














                                  SURVEY CONTROL DATA
                                
                             STATE=FL
                             [OCTOBER 10, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1782 ***********************************************************************
 BE1782  DESIGNATION -  0 RESET
 BE1782  PID         -  BE1782
 BE1782  STATE/COUNTY-  FL/WAKULLA
 BE1782  USGS QUAD   -  SOPCHOPPY (1972)
 BE1782
 BE1782                         *CURRENT SURVEY CONTROL
 BE1782  ___________________________________________________________________
 BE1782* NAD 83(1986)-  30 05 29.     (N)    084 23 08.     (W)     SCALED    
 BE1782* NAVD 88     -        11.760  (meters)      38.58   (feet)  ADJUSTED  
 BE1782  ___________________________________________________________________
 BE1782  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BE1782  DYNAMIC HT  -          11.745 (meters)      38.53  (feet)  COMP
 BE1782  MODELED GRAV-     979,332.1   (mgal)                       NAVD 88
 BE1782  OBS GRAVITY -     979,328.6   (mgal)                       GRAV_OBS
 BE1782
 BE1782  VERT ORDER  -  SECOND    CLASS I
 BE1782
 BE1782.The horizontal coordinates were scaled from a topographic map and have
 BE1782.an estimated accuracy of +/- 6 seconds.
 BE1782
 BE1782.The orthometric height was determined by differential leveling
 BE1782.and adjusted by the National Geodetic Survey in June 1991..
 BE1782
 BE1782.The geoid height was determined by GEOID03.
 BE1782
 BE1782.The dynamic height is computed by dividing the NAVD 88
 BE1782.geopotential number by the normal gravity value computed on the
 BE1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1782.degrees latitude (g = 980.6199 gals.).
 BE1782
 BE1782.The modeled gravity was interpolated from observed gravity values.
 BE1782.The observed gravity was obtained from relative gravimeter ties
 BE1782.to the IGSN71 gravity network.
 BE1782
 BE1782;                    North         East    Units  Estimated Accuracy
 BE1782;SPC FL N     -   120,980.      611,030.      MT  (+/- 180 meters Scaled)
 BE1782
 BE1782                          SUPERSEDED SURVEY CONTROL
 BE1782
 BE1782.No superseded survey control is available for this station.
 BE1782
 BE1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU519317(NAD 83)
 BE1782_MARKER: DD = SURVEY DISK
 BE1782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1782_SP_SET: CULVERT HEADWALL
 BE1782_STAMPING: DNR 0 RESET 1977
 BE1782_MARK LOGO: FLDNR 
 BE1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1782+STABILITY: SURFACE MOTION
 BE1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1782+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1993
 BE1782
 BE1782  HISTORY     - Date     Condition        Report By
 BE1782  HISTORY     - 1977     MONUMENTED       FLDNR
 BE1782  HISTORY     - 1978     GOOD             FLDNR
 BE1782  HISTORY     - 19930215 GOOD             FLDNR
 BE1782  HISTORY     - 20040628 MARK NOT FOUND   FLDT
 BE1782
 BE1782                          STATION DESCRIPTION
 BE1782
 BE1782'DESCRIBED BY FL DEPT OF NAT RES 1978
 BE1782'0.5 MI NORTH FROM MEDART.
 BE1782'BEGIN AT THE INTERSECTION OF US 98 AND STATE ROAD 375 IN MEDART.
 BE1782'PROCEED 0.5 MILE NORTH ON US 98 TO THE MARK, WHICH BEARS 26 FEET WEST
 BE1782'OF THE CENTERLINE OF US 98, 26 FEET NORTHEAST OF POWER POLE 59 B 317F,
 BE1782'34.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PIGOTTS CASH AND CARRY,
 BE1782'AND 41.2 FEET EAST OF A 2.8 FOOT DIAMETER CEDAR TREE.
 BE1782
 BE1782                          STATION RECOVERY (1993)
 BE1782
 BE1782'RECOVERY NOTE BY FL DEPT OF NAT RES 1993 (PBM)
 BE1782'THE MARK IS LOCATED IN MEDART, 3.9 MI (6.3 KM) NORTH OF PANACEA, 5.5
 BE1782'MI (8.9 KM) SOUTH OF CRAWFORDVILLE, 0.5 MI (0.8 KM) NORTH OF THE
 BE1782'SOUTHERN MOST INTERSECTION OF U.S. HIGHWAY 98 AND U.S. HIGHWAY 319 IN
 BE1782'MEDART, IN SECTION 36, TOWNSHIP 4 SOUTH, RANGE 2 WEST. TO REACH THE
 BE1782'MARK FROM THE POST OFFICE IN PANACEA, GO NORTHERLY ON U.S. HIGHWAY 98
 BE1782'FOR 4.1 MI (6.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 BE1782'CONCRETE HEADWALL FOR A CULVERT UNDER U.S. HIGHWAY 98. THE MARK IS,
 BE1782'34.2 FT (10.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF PIGOTTS CASH AND
 BE1782'CARRY, 29.5 FT (9.0 M) NORTHEAST OF POWER POLE NUMBER 5-34058, 26.0 FT
 BE1782'(7.9 M) WEST OF THE CENTERLINE OF U.S HIGHWAY 98, 8.0 FT (2.4 M) SOUTH
 BE1782'OF THE NORTH END OF A CONCRETE HEADWALL FOR A CULVERT AND 2.0 FT (0.6
 BE1782'M) NORTH-NORTHWEST OF A METAL WITNESS POST.
 BE1782
 BE1782                          STATION RECOVERY (2004)
 BE1782
 BE1782'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 BE1782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4029 ***********************************************************************
 DF4029  DESIGNATION -  00 14 060 0
 DF4029  PID         -  DF4029
 DF4029  STATE/COUNTY-  FL/MARION
 DF4029  USGS QUAD   -  EUREKA DAM (1993)
 DF4029
 DF4029                         *CURRENT SURVEY CONTROL
 DF4029  ___________________________________________________________________
 DF4029* NAD 83(1986)-  29 29 58.     (N)    081 56 54.     (W)     SCALED    
 DF4029* NAVD 88     -        20.076  (meters)      65.87   (feet)  ADJUSTED  
 DF4029  ___________________________________________________________________
 DF4029  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DF4029  DYNAMIC HT  -          20.049 (meters)      65.78  (feet)  COMP
 DF4029  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 DF4029
 DF4029  VERT ORDER  -  SECOND    CLASS I
 DF4029
 DF4029.The horizontal coordinates were scaled from a topographic map and have
 DF4029.an estimated accuracy of +/- 6 seconds.
 DF4029
 DF4029.The orthometric height was determined by differential leveling
 DF4029.and adjusted by the National Geodetic Survey in May 2004..
 DF4029
 DF4029.The geoid height was determined by GEOID03.
 DF4029
 DF4029.The dynamic height is computed by dividing the NAVD 88
 DF4029.geopotential number by the normal gravity value computed on the
 DF4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4029.degrees latitude (g = 980.6199 gals.).
 DF4029
 DF4029.The modeled gravity was interpolated from observed gravity values.
 DF4029
 DF4029;                    North         East    Units  Estimated Accuracy
 DF4029;SPC FL W     -   572,390.      205,010.      MT  (+/- 180 meters Scaled)
 DF4029
 DF4029                          SUPERSEDED SURVEY CONTROL
 DF4029
 DF4029.No superseded survey control is available for this station.
 DF4029
 DF4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN080636(NAD 83)
 DF4029_MARKER: DD = SURVEY DISK
 DF4029_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF4029_STAMPING: BM 00-14-060-0
 DF4029_MARK LOGO: SJRWMD
 DF4029_PROJECTION: FLUSH
 DF4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4029+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4029
 DF4029  HISTORY     - Date     Condition        Report By
 DF4029  HISTORY     - 2000     MONUMENTED       SJRWMD
 DF4029  HISTORY     - 20010523 GOOD             FLDEP
 DF4029
 DF4029                          STATION DESCRIPTION
 DF4029
 DF4029'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4029'THE MARK IS ABOUT 12.4 MI EAST OF CITRA, 0.3 MI SOUTHWEST OF ORANGE
 DF4029'SPRINGS, IN SECTION 25 TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4029' 
 DF4029'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4029'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO SOUTHWEST ON COUNTY ROAD
 DF4029'315 FOR 0.3 MI TO THE JUNCTION OF COUNTY ROAD 318 ON THE RIGHT AND THE
 DF4029'MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST
 DF4029'IMBEDDED FLUSH IN THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 318.
 DF4029' 
 DF4029'LOCATED 47.0 FT NORTH OF THE CENTERLINE OF COUNTY ROAD 318, 30.7 FT
 DF4029'WEST OF THE CENTERLINE OF COUNTY ROAD 315 AND 2.3 FT EAST OF A POWER
 DF4029'POLE NUMBER G WITH 1 GUY WIRE ATTACHED.
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029' 
 DF4029'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4028 ***********************************************************************
 DF4028  DESIGNATION -  00 14 063 0
 DF4028  PID         -  DF4028
 DF4028  STATE/COUNTY-  FL/MARION
 DF4028  USGS QUAD   -  CITRA (1984)
 DF4028
 DF4028                         *CURRENT SURVEY CONTROL
 DF4028  ___________________________________________________________________
 DF4028* NAD 83(1986)-  29 25 23.     (N)    082 04 41.     (W)     SCALED    
 DF4028* NAVD 88     -        20.342  (meters)      66.74   (feet)  ADJUSTED  
 DF4028  ___________________________________________________________________
 DF4028  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DF4028  DYNAMIC HT  -          20.314 (meters)      66.65  (feet)  COMP
 DF4028  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 DF4028
 DF4028  VERT ORDER  -  SECOND    CLASS I
 DF4028
 DF4028.The horizontal coordinates were scaled from a topographic map and have
 DF4028.an estimated accuracy of +/- 6 seconds.
 DF4028
 DF4028.The orthometric height was determined by differential leveling
 DF4028.and adjusted by the National Geodetic Survey in May 2004..
 DF4028
 DF4028.The geoid height was determined by GEOID03.
 DF4028
 DF4028.The dynamic height is computed by dividing the NAVD 88
 DF4028.geopotential number by the normal gravity value computed on the
 DF4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4028.degrees latitude (g = 980.6199 gals.).
 DF4028
 DF4028.The modeled gravity was interpolated from observed gravity values.
 DF4028
 DF4028;                    North         East    Units  Estimated Accuracy
 DF4028;SPC FL W     -   563,920.      192,430.      MT  (+/- 180 meters Scaled)
 DF4028
 DF4028                          SUPERSEDED SURVEY CONTROL
 DF4028
 DF4028.No superseded survey control is available for this station.
 DF4028
 DF4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN954553(NAD 83)
 DF4028_MARKER: DD = SURVEY DISK
 DF4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4028_STAMPING: BM 00-14-063-0
 DF4028_MARK LOGO: SJRWMD
 DF4028_PROJECTION: RECESSED 18 CENTIMETERS
 DF4028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4028+STABILITY: SURFACE MOTION
 DF4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4028+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4028
 DF4028  HISTORY     - Date     Condition        Report By
 DF4028  HISTORY     - 2000     MONUMENTED       SJRWMD
 DF4028  HISTORY     - 20010523 GOOD             FLDEP
 DF4028
 DF4028                          STATION DESCRIPTION
 DF4028
 DF4028'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4028'THE MARK IS ABOUT 10.9 MI SOUTHWEST OF ORANGE SPRINGS, 2.1 MI EAST OF
 DF4028'CITRA, IN SECTION 26, TOWNSHIP 12 SOUTH, RANGE 22 EAST.
 DF4028' 
 DF4028'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 (STATE
 DF4028'ROAD 200) AND COUNTY ROAD 318 IN CITRA, GO EAST ON COUNTY ROAD 318 FOR
 DF4028'2.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DF4028'MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0
 DF4028'FT BELOW THE LEVEL OF COUNTY ROAD 318.
 DF4028' 
 DF4028' 
 DF4028'LOCATED 30.3 FT NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 318,
 DF4028'2.8 FT SOUTH-SOUTHEAST OF A HOG WIRE FENCE AND 1.3 FT SOUTH-SOUTHEAST
 DF4028'OF A POWER POLE WITH A SJRWMD WITNESS SIGN ATTACHED.
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028' 
 DF4028'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4027 ***********************************************************************
 DF4027  DESIGNATION -  00 14 079 0
 DF4027  PID         -  DF4027
 DF4027  STATE/COUNTY-  FL/MARION
 DF4027  USGS QUAD   -  ANTHONY (1993)
 DF4027
 DF4027                         *CURRENT SURVEY CONTROL
 DF4027  ___________________________________________________________________
 DF4027* NAD 83(1986)-  29 21 38.     (N)    082 06 49.     (W)     SCALED    
 DF4027* NAVD 88     -        34.281  (meters)     112.47   (feet)  ADJUSTED  
 DF4027  ___________________________________________________________________
 DF4027  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF4027  DYNAMIC HT  -          34.234 (meters)     112.32  (feet)  COMP
 DF4027  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 DF4027
 DF4027  VERT ORDER  -  SECOND    CLASS I
 DF4027
 DF4027.The horizontal coordinates were scaled from a topographic map and have
 DF4027.an estimated accuracy of +/- 6 seconds.
 DF4027
 DF4027.The orthometric height was determined by differential leveling
 DF4027.and adjusted by the National Geodetic Survey in May 2004..
 DF4027
 DF4027.The geoid height was determined by GEOID03.
 DF4027
 DF4027.The dynamic height is computed by dividing the NAVD 88
 DF4027.geopotential number by the normal gravity value computed on the
 DF4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4027.degrees latitude (g = 980.6199 gals.).
 DF4027
 DF4027.The modeled gravity was interpolated from observed gravity values.
 DF4027
 DF4027;                    North         East    Units  Estimated Accuracy
 DF4027;SPC FL W     -   557,000.      188,970.      MT  (+/- 180 meters Scaled)
 DF4027
 DF4027                          SUPERSEDED SURVEY CONTROL
 DF4027
 DF4027.No superseded survey control is available for this station.
 DF4027
 DF4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN919484(NAD 83)
 DF4027_MARKER: DD = SURVEY DISK
 DF4027_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF4027_STAMPING: BM 00-14-079-0
 DF4027_MARK LOGO: SJRWMD
 DF4027_PROJECTION: RECESSED 3 CENTIMETERS
 DF4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4027+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4027
 DF4027  HISTORY     - Date     Condition        Report By
 DF4027  HISTORY     - 2000     MONUMENTED       SJRWMD
 DF4027  HISTORY     - 20010523 GOOD             FLDEP
 DF4027
 DF4027                          STATION DESCRIPTION
 DF4027
 DF4027'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4027'THE MARK IS ABOUT 1.5 MI NORTH OF SPARR, 4.5 MI SOUTHEAST OF CITRA,
 DF4027'9.2 MI WEST OF MC COY,
 DF4027'AT THE JUNCTION OF COUNTY ROAD 316 AND STATE ROAD 200A, IN SECTION 16,
 DF4027'TOWNSHIP 13 SOUTH,
 DF4027'RANGE 22 EAST.
 DF4027' 
 DF4027'TO REACH THE MARK FROM THE POST OFFICE ON COUNTY ROAD 318 IN CITRA, GO
 DF4027'WEST ON COUNTY
 DF4027'ROAD 318 FOR 0.05 MI TO THE INTERSECTION OF U.S. HIGHWAY 301 (STATE
 DF4027'ROAD 200), TURN LEFT ON
 DF4027'U.S. HIGHWAY 301 (STATE ROAD 200) AND GO SOUTH FOR 1.2 MI TO THE
 DF4027'JUNCTION OF STATE ROAD
 DF4027'200A ON THE LEFT, TURN LEFT ON STATE ROAD 200A AND GO SOUTHEAST FOR
 DF4027'2.7 MI TO THE
 DF4027'JUNCTION OF COUNTY ROAD 316 ON THE LEFT AND THE MARK ON THE RIGHT, SET
 DF4027'IN THE TOP OF A
 DF4027'4-INCH SQUARE PREFABRICATED CONCRETE POST IMBEDDED IN THE GROUND
 DF4027'RECESSED 0.1 FT
 DF4027'BELOW THE LEVEL OF THE GROUND AND ABOUT 0.6 FT BELOW THE LEVEL OF
 DF4027'STATE ROAD 200A.
 DF4027' 
 DF4027'LOCATED 36.5 FT NORTH OF THE EXTENDED CENTERLINE OF COUNTY ROAD 316,
 DF4027'28.8 FT WEST OF THE
 DF4027'CENTERLINE OF STATE ROAD 200A AND 14.3 FT EAST OF A WOODEN FENCE AND A
 DF4027'CARSONITE
 DF4027'WITNESS POST.
 DF4027' 
 DF4027' 
 DF4027' 
 DF4027' 
 DF4027' 
 DF4027' 
 DF4027' 
 DF4027' 
 DF4027' 
 DF4027'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1742 ***********************************************************************
 BG1742  DESIGNATION -  0.00 USE
 BG1742  PID         -  BG1742
 BG1742  STATE/COUNTY-  FL/ESCAMBIA
 BG1742  USGS QUAD   -  PENSACOLA (1994)
 BG1742
 BG1742                         *CURRENT SURVEY CONTROL
 BG1742  ___________________________________________________________________
 BG1742* NAD 83(1986)-  30 25 06.     (N)    087 11 45.     (W)     SCALED    
 BG1742* NAVD 88     -         1.937  (meters)       6.36   (feet)  ADJUSTED  
 BG1742  ___________________________________________________________________
 BG1742  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG1742  DYNAMIC HT  -           1.934 (meters)       6.35  (feet)  COMP
 BG1742  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BG1742
 BG1742  VERT ORDER  -  SECOND    CLASS 0
 BG1742
 BG1742.The horizontal coordinates were scaled from a topographic map and have
 BG1742.an estimated accuracy of +/- 6 seconds.
 BG1742
 BG1742.The orthometric height was determined by differential leveling
 BG1742.and adjusted by the National Geodetic Survey in June 1991..
 BG1742
 BG1742.The geoid height was determined by GEOID03.
 BG1742
 BG1742.The dynamic height is computed by dividing the NAVD 88
 BG1742.geopotential number by the normal gravity value computed on the
 BG1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1742.degrees latitude (g = 980.6199 gals.).
 BG1742
 BG1742.The modeled gravity was interpolated from observed gravity values.
 BG1742
 BG1742;                    North         East    Units  Estimated Accuracy
 BG1742;SPC FL N     -   160,280.      341,020.      MT  (+/- 180 meters Scaled)
 BG1742
 BG1742                          SUPERSEDED SURVEY CONTROL
 BG1742
 BG1742  NGVD 29 (??/??/92)    2.013  (m)            6.60   (f) ADJ UNCH    2 0
 BG1742
 BG1742.Superseded values are not recommended for survey control.
 BG1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1742.See file dsdata.txt to determine how the superseded data were derived.
 BG1742
 BG1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU811651(NAD 83)
 BG1742_MARKER: DD = SURVEY DISK
 BG1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1742_SP_SET: CURB
 BG1742_STAMPING: STA 0-00 1939 PENSACOLA HARBOR
 BG1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1742
 BG1742  HISTORY     - Date     Condition        Report By
 BG1742  HISTORY     - 1939     MONUMENTED       DOD
 BG1742  HISTORY     - 1955     GOOD             NGS
 BG1742
 BG1742                          STATION DESCRIPTION
 BG1742
 BG1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1742'AT PENSACOLA.
 BG1742'AT PENNSACOLA, ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 98
 BG1742'FROM THE LOUISVILLE AND RAILROAD STATION, ABOUT 0.35 MILE
 BG1742'NORTHWEST OF NORTH END OF HIGHWAY BRIDGE OVER PENSACOLA BAY, ON
 BG1742'THE INSIDE OF A CURVE IN HIGHWAY WHICH EXTENDS SOUTHEAST TO
 BG1742'BRIDGE AND EXTENDS WEST ALONG GREGORY STREET, SOUTHWEST AND
 BG1742'ACROSS HIGHWAY FROM FLORIDA HIGHWAY PATROL STATION, IN THE TOP
 BG1742'OF CONCRETE CURB AND ON THE EAST SIDE OF A BREAK IN CURB FOR
 BG1742'DRAIN, 19 FEET EAST OF A POWER POLE, 20 FEET NORTH OF A PALM
 BG1742'TREE (THE EXTREME NORTH ONE OF A ROW OF PALMS WHICH EXTEND
 BG1742'TOWARDS THE NORTH END OF BRIDGE) AND ABOUT LEVEL WITH HIGHWAY.
 BG1742'NOTE-- CURB IS CARCKED AND DOES NOT APPEAR TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5083 ***********************************************************************
 AB5083  DESIGNATION -  0010
 AB5083  PID         -  AB5083
 AB5083  STATE/COUNTY-  FL/MARION
 AB5083  USGS QUAD   -  OCALA WEST (1991)
 AB5083
 AB5083                         *CURRENT SURVEY CONTROL
 AB5083  ___________________________________________________________________
 AB5083* NAD 83(1986)-  29 10 50.     (N)    082 13 08.     (W)     SCALED    
 AB5083* NAVD 88     -        24.120  (meters)      79.13   (feet)  ADJUSTED  
 AB5083  ___________________________________________________________________
 AB5083  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AB5083  DYNAMIC HT  -          24.086 (meters)      79.02  (feet)  COMP
 AB5083  MODELED GRAV-     979,239.7   (mgal)                       NAVD 88
 AB5083
 AB5083  VERT ORDER  -  SECOND    CLASS I
 AB5083
 AB5083.The horizontal coordinates were scaled from a topographic map and have
 AB5083.an estimated accuracy of +/- 6 seconds.
 AB5083
 AB5083.The orthometric height was determined by differential leveling
 AB5083.and adjusted by the National Geodetic Survey in September 1996..
 AB5083
 AB5083.The geoid height was determined by GEOID03.
 AB5083
 AB5083.The dynamic height is computed by dividing the NAVD 88
 AB5083.geopotential number by the normal gravity value computed on the
 AB5083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5083.degrees latitude (g = 980.6199 gals.).
 AB5083
 AB5083.The modeled gravity was interpolated from observed gravity values.
 AB5083
 AB5083;                    North         East    Units  Estimated Accuracy
 AB5083;SPC FL W     -   537,060.      178,710.      MT  (+/- 180 meters Scaled)
 AB5083
 AB5083                          SUPERSEDED SURVEY CONTROL
 AB5083
 AB5083.No superseded survey control is available for this station.
 AB5083
 AB5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN814286(NAD 83)
 AB5083_MARKER: DD = SURVEY DISK
 AB5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5083_STAMPING: 0010
 AB5083_MARK LOGO: FL2270
 AB5083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5083+STABILITY: SURFACE MOTION
 AB5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5083+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 AB5083
 AB5083  HISTORY     - Date     Condition        Report By
 AB5083  HISTORY     - UNK      MONUMENTED       FL2270
 AB5083  HISTORY     - 19940112 GOOD             FLDEP
 AB5083  HISTORY     - 20050418 GOOD             USPSQD
 AB5083
 AB5083                          STATION DESCRIPTION
 AB5083
 AB5083'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5083'THE MARK IS ABOUT 4.8 MI (7.7 KM) WEST OF OCALA, 1.4 MI (2.3 KM) SOUTH
 AB5083'OF OCALA RIDGE IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 21 EAST.  TO
 AB5083'REACH THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAYS 301, 441, 27
 AB5083'(PINE STREET) AND STATE ROAD 40 (WEST SILVER SPRINGS ROAD) IN OCALA,
 AB5083'GO WEST ON STATE ROAD 40 (WEST SILVER SPRINGS ROAD) FOR 4.65 MI (7.48
 AB5083'KM) TO THE INTERSECTION OF COUNTY ROAD 225A (SW 60TH AVENUE) , TURN
 AB5083'LEFT ON COUNTY ROAD 225A (SW 60TH AVENUE) AND GO SOUTH FOR 0.4 MI (0.6
 AB5083'KM) TO THE MARK ON THE RIGHT SET IN TOP OF A SQUARE CONCRETE MONUMENT
 AB5083'APPROXIMATELY 3.0 FT (0.9 M) ABOVE THE LEVEL OF COUNTY ROAD 225A, 49.0
 AB5083'FT (14.9 M) WEST OF APPROXIMATE CENTERLINE OF 225A (SW 60TH AVENUE) ,
 AB5083'42.0 FT (12.8 M) NORTH OF A 2.0 FT (0.6 M) X 4.0 FT (1.2 M) METAL
 AB5083'TELEPHONE BOX, 35.6 FT (10.9 M) NORTH OF POWER POLE NUMBER M455, 4.0
 AB5083'FT (1.2 M) EAST OF CHAINLINK FENCE AND 1.5 FT (0.5 M) EAST OF A METAL
 AB5083'WITNESS POST.
 AB5083
 AB5083                          STATION RECOVERY (2005)
 AB5083
 AB5083'RECOVERY NOTE BY US POWER SQUADRON 2005
 AB5083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5160 ***********************************************************************
 AB5160  DESIGNATION -  0017 GPS
 AB5160  PID         -  AB5160
 AB5160  STATE/COUNTY-  FL/MARION
 AB5160  USGS QUAD   -  OCALA WEST (1991)
 AB5160
 AB5160                         *CURRENT SURVEY CONTROL
 AB5160  ___________________________________________________________________
 AB5160* NAD 83(1986)-  29 11 50.     (N)    082 09 09.     (W)     SCALED    
 AB5160* NAVD 88     -        22.905  (meters)      75.15   (feet)  ADJUSTED  
 AB5160  ___________________________________________________________________
 AB5160  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AB5160  DYNAMIC HT  -          22.873 (meters)      75.04  (feet)  COMP
 AB5160  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 AB5160
 AB5160  VERT ORDER  -  FIRST     CLASS II
 AB5160
 AB5160.The horizontal coordinates were scaled from a topographic map and have
 AB5160.an estimated accuracy of +/- 6 seconds.
 AB5160
 AB5160.The orthometric height was determined by differential leveling
 AB5160.and adjusted by the National Geodetic Survey in September 1996..
 AB5160
 AB5160.The geoid height was determined by GEOID03.
 AB5160
 AB5160.The dynamic height is computed by dividing the NAVD 88
 AB5160.geopotential number by the normal gravity value computed on the
 AB5160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5160.degrees latitude (g = 980.6199 gals.).
 AB5160
 AB5160.The modeled gravity was interpolated from observed gravity values.
 AB5160
 AB5160;                    North         East    Units  Estimated Accuracy
 AB5160;SPC FL W     -   538,900.      185,170.      MT  (+/- 180 meters Scaled)
 AB5160
 AB5160                          SUPERSEDED SURVEY CONTROL
 AB5160
 AB5160.No superseded survey control is available for this station.
 AB5160
 AB5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN879303(NAD 83)
 AB5160_MARKER: DD = SURVEY DISK
 AB5160_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5160_STAMPING: 0017 GPS
 AB5160_MARK LOGO: FL2270
 AB5160_PROJECTION: FLUSH
 AB5160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5160+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2003
 AB5160
 AB5160  HISTORY     - Date     Condition        Report By
 AB5160  HISTORY     - 1990     MONUMENTED       FL2270
 AB5160  HISTORY     - 19940321 GOOD             NGS
 AB5160  HISTORY     - 20031115 GOOD             FLDEP
 AB5160
 AB5160                          STATION DESCRIPTION
 AB5160
 AB5160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5160'THE MARK IS IN OCALA IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 AB5160'U.S.  HIGHWAY 27 (NW 10TH STREET) AND NW MARTIN LUTHER KING JR. AVENUE
 AB5160'IN SECTION 12, TOWNSHIP 15 SOUTH, RANGE 21 EAST.  TO REACH THE MARK
 AB5160'FROM THE INTERSECTION OF INTERSTATE 75 AND U.S.  HIGHWAY 27 ON THE
 AB5160'NORTHWEST SIDE OF OCALA, GO SOUTHEAST AND EAST ON U.S.  HIGHWAY 27 FOR
 AB5160'2.15 MI (3.46 KM) TO THE INTERSECTION OF NW MARTIN LUTHER KING JR.
 AB5160'AVENUE AND THE MARK ON THE LEFT SET IN THE TOP OF A 0.5 FT (15.2 CM) X
 AB5160'0.5 FT (15.2 CM) PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND
 AB5160'0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE ROADS. LOCATED 48.0 FT (14.6
 AB5160'M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S.  HIGHWAY 27
 AB5160'(NW 10TH STREET) , 42.9 FT (13.1 M) WEST OF THE APPROXIMATE CENTERLINE
 AB5160'OF NW MARTIN LUTHER KING JR.  AVENUE, 28.9 FT (8.8 M) EAST OF THE
 AB5160'CORNER POST OF A CHAIN LINK FENCE AROUND THE SCHOOL, 18.1 FT (5.5 M)
 AB5160'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD FOR A TRAFFIC
 AB5160'LIGHT CONTROL BOX, 15.8 FT (4.8 M) EAST-NORTHEAST OF A CONCRETE POWER
 AB5160'POLE, 13.4 FT (4.1 M) WEST OF THE WEST CURB OF NW MARTIN LUTHER KING
 AB5160'JR.  AVENUE AND 1.6 FT (0.5 M) SOUTHEAST OF A METAL WITNESS POST.
 AB5160
 AB5160                          STATION RECOVERY (2003)
 AB5160
 AB5160'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AB5160'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5164 ***********************************************************************
 AB5164  DESIGNATION -  0024 GPS
 AB5164  PID         -  AB5164
 AB5164  STATE/COUNTY-  FL/MARION
 AB5164  USGS QUAD   -  OCALA EAST (1991)
 AB5164
 AB5164                         *CURRENT SURVEY CONTROL
 AB5164  ___________________________________________________________________
 AB5164* NAD 83(1986)-  29 12 02.     (N)    082 06 11.     (W)     SCALED    
 AB5164* NAVD 88     -        22.947  (meters)      75.29   (feet)  ADJUSTED  
 AB5164  ___________________________________________________________________
 AB5164  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AB5164  DYNAMIC HT  -          22.915 (meters)      75.18  (feet)  COMP
 AB5164  MODELED GRAV-     979,251.1   (mgal)                       NAVD 88
 AB5164
 AB5164  VERT ORDER  -  SECOND    CLASS I
 AB5164
 AB5164.The horizontal coordinates were scaled from a topographic map and have
 AB5164.an estimated accuracy of +/- 6 seconds.
 AB5164
 AB5164.The orthometric height was determined by differential leveling
 AB5164.and adjusted by the National Geodetic Survey in September 1996..
 AB5164
 AB5164.The geoid height was determined by GEOID03.
 AB5164
 AB5164.The dynamic height is computed by dividing the NAVD 88
 AB5164.geopotential number by the normal gravity value computed on the
 AB5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5164.degrees latitude (g = 980.6199 gals.).
 AB5164
 AB5164.The modeled gravity was interpolated from observed gravity values.
 AB5164
 AB5164;                    North         East    Units  Estimated Accuracy
 AB5164;SPC FL W     -   539,260.      189,980.      MT  (+/- 180 meters Scaled)
 AB5164
 AB5164                          SUPERSEDED SURVEY CONTROL
 AB5164
 AB5164.No superseded survey control is available for this station.
 AB5164
 AB5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN927307(NAD 83)
 AB5164_MARKER: DS = TRIANGULATION STATION DISK
 AB5164_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5164_STAMPING: OO24 GPS
 AB5164_MARK LOGO: FL2270
 AB5164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5164+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1994
 AB5164
 AB5164  HISTORY     - Date     Condition        Report By
 AB5164  HISTORY     - 1990     MONUMENTED       FL2270
 AB5164  HISTORY     - 19940321 GOOD             NGS
 AB5164
 AB5164                          STATION DESCRIPTION
 AB5164
 AB5164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5164'THE MARK IS IN OCALA IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 AB5164'COUNTY ROAD 492 (NE 14TH STREET) AND NE 25TH AVENUE IN SECTION 10,
 AB5164'TOWNSHIP 15 SOUTH, RANGE 22 EAST.  TO REACH THE MARK FROM THE
 AB5164'INTERSECTION OF INTERSTATE 75 AND U.S.  HIGHWAY 27 ON THE NORTHWEST
 AB5164'SIDE OF OCALA, GO SOUTHEAST AND EAST ON U.S.  HIGHWAY 27 FOR 2.80 MI
 AB5164'(4.51 KM) TO THE INTERSECTION OF U.S.  HIGHWAY 441, 301 (N PINE
 AB5164'AVENUE) AND COUNTY ROAD 492 (NE 10TH STREET) CONTINUE EAST ON COUNTY
 AB5164'ROAD 492 (NE 10TH STREET WHICH TURNS TO NE 14TH STREET NEAR THE
 AB5164'BRIDGE) FOR 2.40 MI (3.86 KM) TO THE INTERSECTION OF NE 25TH AVENUE
 AB5164'AND THE MARK ON THE LEFT, IN THE TOP OF A 0.5 FT (15.2 CM) X 0.5 FT
 AB5164'(15.2 CM) PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND 0.4 FT
 AB5164'(12.2 CM) ABOVE THE LEVEL OF THE ROADS, 22.8 FT (6.9 M) NORTHWEST OF A
 AB5164'CONCRETE POWER POLE NUMBER 64105-0523-27013, 21.2 FT (6.5 M) NORTH OF
 AB5164'THE NORTH CURB OF COUNTY ROAD 492 (NE 14TH STREET) , 16.2 FT (4.9 M)
 AB5164'SOUTHEAST OF A WOODEN POWER POLE NUMBER F380 WITH A GUY WIRE ATTACHED,
 AB5164'10.9 FT (3.3 M) EAST OF THE EAST CURB OF NE 25TH AVENUE, 6.2 FT (1.9
 AB5164'M) SOUTH OF A RED FIRE HYDRANT AND 1.4 FT (0.4 M) WEST OF A METAL
 AB5164'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9485 ***********************************************************************
 AG9485  DESIGNATION -  004
 AG9485  PID         -  AG9485
 AG9485  STATE/COUNTY-  FL/SARASOTA
 AG9485  USGS QUAD   -  VENICE (1987)
 AG9485
 AG9485                         *CURRENT SURVEY CONTROL
 AG9485  ___________________________________________________________________
 AG9485* NAD 83(1999)-  27 00 23.96314(N)    082 22 52.84378(W)     ADJUSTED  
 AG9485* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 AG9485  ___________________________________________________________________
 AG9485  X           -     753,915.505 (meters)                     COMP
 AG9485  Y           -  -5,636,335.051 (meters)                     COMP
 AG9485  Z           -   2,878,863.506 (meters)                     COMP
 AG9485  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AG9485  ELLIP HEIGHT-         -20.30  (meters)          (06/19/01) GPS OBS
 AG9485  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AG9485
 AG9485  HORZ ORDER  -  FIRST
 AG9485  ELLP ORDER  -  FOURTH    CLASS I
 AG9485
 AG9485.The horizontal coordinates were established by GPS observations
 AG9485.and adjusted by the National Geodetic Survey in June 2001..
 AG9485
 AG9485.The orthometric height was determined by GPS observations and a
 AG9485.high-resolution geoid model.
 AG9485
 AG9485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9485
 AG9485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9485
 AG9485.The ellipsoidal height was determined by GPS observations
 AG9485.and is referenced to NAD 83.
 AG9485
 AG9485.The geoid height was determined by GEOID03.
 AG9485
 AG9485;                    North         East     Units Scale Factor Converg.
 AG9485;SPC FL W     -   296,198.756   162,153.885   MT  0.99995885   -0 10 23.4
 AG9485;SPC FL W     -   971,778.75    531,999.87   sFT  0.99995885   -0 10 23.4
 AG9485;UTM  17      - 2,987,922.795   362,949.760   MT  0.99983187   -0 37 38.5
 AG9485
 AG9485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9485!SPC FL W     -   1.00000319  x   0.99995885  =   0.99996204
 AG9485!UTM  17      -   1.00000319  x   0.99983187  =   0.99983506
 AG9485
 AG9485                          SUPERSEDED SURVEY CONTROL
 AG9485
 AG9485  NAD 83(1990)-  27 00 23.96163(N)    082 22 52.84312(W) AD(       ) 1
 AG9485  ELLIP H (05/09/94)  -20.27   (m)                       GP(       ) 4 2
 AG9485
 AG9485.Superseded values are not recommended for survey control.
 AG9485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9485.See file dsdata.txt to determine how the superseded data were derived.
 AG9485
 AG9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6295087923(NAD 83)
 AG9485_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9485_SP_SET: CONCRETE POST
 AG9485_STAMPING: 004
 AG9485_MARK LOGO: FL-115
 AG9485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9485+STABILITY: SURFACE MOTION
 AG9485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9485+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 AG9485
 AG9485  HISTORY     - Date     Condition        Report By
 AG9485  HISTORY     - UNK      MONUMENTED
 AG9485  HISTORY     - 19921102 GOOD             FL-115
 AG9485
 AG9485                          STATION DESCRIPTION
 AG9485
 AG9485'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9485'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9485'TRAIL) AND STATE ROAD 776 (ENGLEWOOD ROAD), GO SOUTHERLY AND
 AG9485'SOUTHEASTERLY ON STATE ROAD 776 (ENGLEWOOD ROAD), 3.4 MI (5.47 KM) TO
 AG9485'THE INTERSECTION OF STATE ROAD 776 (ENGLEWOOD ROAD) AND KEY WAY ROAD,
 AG9485'GO WESTERLY ON KEYWAY ROAD, 314.5 FT (95.86 M) TO THE STATION ON THE
 AG9485'RIGHT.
 AG9485'THE STATION IS A SARASOTA COUNTY (SARCO) CONCRETE MONUMENT WITH A
 AG9485'BRASS DISK STAMPED ---004---. IT IS 25.O FT NORTHERLY OF THE
 AG9485'CENTERLINE OF KEYWAY ROAD, 166.O FT SOUTHEASTERLY OF THE SOUTHEAST
 AG9485'CORNER OF THE NEW HOPE MISSIONARY BAPTIST CHURCH BUILDING, 4.0 FT
 AG9485'(1.22 M) NORTHERLY OF A SURVEY MARKER WITNESS POST, 23.95 FT (7.30 M)
 AG9485'NORTHEASTERLY OF A NAIL AND DISK (NO 1324) SET IN THE CENTER OF
 AG9485'KEYWAY ROAD, AND 115.65 FT (35.25 M) NORTHEASTERLY OF A 18-INCH PINE
 AG9485'TREE WITH A STANDARD SARASOTA COUNTY (SARCO) REFERENCE NAIL AND DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH2239 ***********************************************************************
 AH2239  DESIGNATION -  0051
 AH2239  PID         -  AH2239
 AH2239  STATE/COUNTY-  FL/BROWARD
 AH2239  USGS QUAD   -  COOPER CITY (1983)
 AH2239
 AH2239                         *CURRENT SURVEY CONTROL
 AH2239  ___________________________________________________________________
 AH2239* NAD 83(1986)-  26 05 43.     (N)    080 21 44.     (W)     SCALED    
 AH2239* NAVD 88     -         1.961  (meters)       6.43   (feet)  ADJUSTED  
 AH2239  ___________________________________________________________________
 AH2239  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH2239  DYNAMIC HT  -           1.958 (meters)       6.42  (feet)  COMP
 AH2239  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AH2239
 AH2239  VERT ORDER  -  SECOND    CLASS II
 AH2239
 AH2239.The horizontal coordinates were scaled from a topographic map and have
 AH2239.an estimated accuracy of +/- 6 seconds.
 AH2239
 AH2239.The orthometric height was determined by differential leveling
 AH2239.and adjusted by the National Geodetic Survey in December 2001..
 AH2239
 AH2239.The geoid height was determined by GEOID03.
 AH2239
 AH2239.The dynamic height is computed by dividing the NAVD 88
 AH2239.geopotential number by the normal gravity value computed on the
 AH2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2239.degrees latitude (g = 980.6199 gals.).
 AH2239
 AH2239.The modeled gravity was interpolated from observed gravity values.
 AH2239
 AH2239;                    North         East    Units  Estimated Accuracy
 AH2239;SPC FL E     -   195,330.      263,800.      MT  (+/- 180 meters Scaled)
 AH2239
 AH2239                          SUPERSEDED SURVEY CONTROL
 AH2239
 AH2239.No superseded survey control is available for this station.
 AH2239
 AH2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ637863(NAD 83)
 AH2239_MARKER: DD = SURVEY DISK
 AH2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2239_STAMPING: 0051
 AH2239_MARK LOGO: BCE   
 AH2239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2239+STABILITY: SURFACE MOTION
 AH2239
 AH2239  HISTORY     - Date     Condition        Report By
 AH2239  HISTORY     - UNK      MONUMENTED       BCE
 AH2239  HISTORY     - 19950615 GOOD             FLDT
 AH2239
 AH2239                          STATION DESCRIPTION
 AH2239
 AH2239'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AH2239'THE STATION IS LOCATED APPROXIMATELY 13.25 MILES (21.32 KM) WEST OF
 AH2239'FORT LAUDERDALE, ALONG INTERSTATE HIGHWAY 75, NEAR THE EAST RIGHT OF
 AH2239'WAY FENCE. TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AH2239'27 AND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), GO EAST ON INTERSTATE
 AH2239'HIGHWAY 75 FOR 6.05 MILES (9.74 KM) TO THE POINT WHERE INTERSTATE
 AH2239'HIGHWAY 75 TURNS SOUTH AND INTERSTATE HIGHWAY 595 CONTINUES EAST,
 AH2239'CONTINUE SOUTH ON INTERSTATE HIGHWAY 75 FOR 1.8 MILES (2.9 KM) TO THE
 AH2239'STATION. IT IS 1.0 FEET (0.3 M) WEST OF A METAL WITNESS POST, 8.4 FEET
 AH2239'(2.6 M) NORTH OF A FENCE JUNCTION, 82.8 FEET (25.2 M) EAST OF THE EAST
 AH2239'EDGE OF I-75 NORTHBOUND LANES, 112.5 FEET (34.3 M) NORTHEAST OF A
 AH2239'METAL STREETLIGHT POLE AND 119.0 FEET (36.3 M) SOUTHEAST OF THE SOUTH
 AH2239'END OF A METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9486 ***********************************************************************
 AG9486  DESIGNATION -  008
 AG9486  PID         -  AG9486
 AG9486  STATE/COUNTY-  FL/SARASOTA
 AG9486  USGS QUAD   -  ENGLEWOOD (1987)
 AG9486
 AG9486                         *CURRENT SURVEY CONTROL
 AG9486  ___________________________________________________________________
 AG9486* NAD 83(1999)-  26 57 39.76491(N)    082 20 10.01779(W)     ADJUSTED  
 AG9486* NAVD 88     -         3.0    (meters)      10.     (feet)  GPS OBS   
 AG9486  ___________________________________________________________________
 AG9486  X           -     758,670.368 (meters)                     COMP
 AG9486  Y           -  -5,638,010.392 (meters)                     COMP
 AG9486  Z           -   2,874,359.705 (meters)                     COMP
 AG9486  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AG9486  ELLIP HEIGHT-         -20.73  (meters)          (06/19/01) GPS OBS
 AG9486  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG9486
 AG9486  HORZ ORDER  -  FIRST
 AG9486  ELLP ORDER  -  FOURTH    CLASS I
 AG9486
 AG9486.The horizontal coordinates were established by GPS observations
 AG9486.and adjusted by the National Geodetic Survey in June 2001..
 AG9486
 AG9486.The orthometric height was determined by GPS observations and a
 AG9486.high-resolution geoid model.
 AG9486
 AG9486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9486
 AG9486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9486
 AG9486.The ellipsoidal height was determined by GPS observations
 AG9486.and is referenced to NAD 83.
 AG9486
 AG9486.The geoid height was determined by GEOID03.
 AG9486
 AG9486;                    North         East     Units Scale Factor Converg.
 AG9486;SPC FL W     -   291,132.434   166,629.200   MT  0.99995492   -0 09 08.6
 AG9486;SPC FL W     -   955,156.99    546,682.63   sFT  0.99995492   -0 09 08.6
 AG9486;UTM  17      - 2,982,821.860   367,384.218   MT  0.99981711   -0 36 21.1
 AG9486
 AG9486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9486!SPC FL W     -   1.00000326  x   0.99995492  =   0.99995818
 AG9486!UTM  17      -   1.00000326  x   0.99981711  =   0.99982037
 AG9486
 AG9486                          SUPERSEDED SURVEY CONTROL
 AG9486
 AG9486  NAD 83(1990)-  26 57 39.76320(N)    082 20 10.01700(W) AD(       ) 1
 AG9486  ELLIP H (05/09/94)  -20.73   (m)                       GP(       ) 4 2
 AG9486
 AG9486.Superseded values are not recommended for survey control.
 AG9486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9486.See file dsdata.txt to determine how the superseded data were derived.
 AG9486
 AG9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6738482822(NAD 83)
 AG9486_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9486_SP_SET: CONCRETE POST
 AG9486_STAMPING: 008
 AG9486_MARK LOGO: FL-115
 AG9486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9486+STABILITY: SURFACE MOTION
 AG9486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9486+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 AG9486
 AG9486  HISTORY     - Date     Condition        Report By
 AG9486  HISTORY     - UNK      MONUMENTED
 AG9486  HISTORY     - 19921102 GOOD             FL-115
 AG9486
 AG9486                          STATION DESCRIPTION
 AG9486
 AG9486'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9486'TO REACH THE STATION FROM THE INTERSECTION OF DEARBORN AVENUE, SOUTH
 AG9486'RIVER ROAD, AND PINE STREET IN SARASOTA COUNTY, GO SOUTH ON PINE
 AG9486'STREET, 200 FT (60.96 M) TO THE STATION ON THE LEFT.
 AG9486'THE STATION IS A SARASOTA COUNTY (SARCO) CONCRETE MONUMENT WITH A
 AG9486'BRASS DISK STAMPED ---008---. IT IS 182.0 FT (55.47 M) EASTERLY OF
 AG9486'THE CENTERLINE OF PINE STREET, 205.8 FT (62.73 M) SOUTHEASTERLY OF A
 AG9486'POWER POLE WITH A STANDARD SARASOTA COUNTY (SARCO) REFERENCE NAIL AND
 AG9486'DISK THAT IS SOUTHEASTERLY OF THE INTERSECTION OF PINE STREET AND
 AG9486'RIVER ROAD, 100.34 FT (30.58 M) NORTHEASTERLY OF A POWER POLE WITH A
 AG9486'STANDARD SARASOTA COUNTY (SARCO) REFERENCE NAIL AND DISK, 105.2 FT
 AG9486'(32.07 M) NORTHWESTERLY OF A 14-INCH PINE TREE WITH A STANDARD
 AG9486'SARASOTA COUNTY (SARCO) NAIL AND DISK THAT IS NORTHERLY OF THE
 AG9486'CALVARY BAPTIST CHURCH PARKING LOT, AND 4.0 FT (1.22 M) NORTHERLY
 AG9486'OF A SURVEY MARKER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH2930 ***********************************************************************
 DH2930  DESIGNATION -  01 053 0 01
 DH2930  PID         -  DH2930
 DH2930  STATE/COUNTY-  FL/BAKER
 DH2930  USGS QUAD   -  TAYLOR (1984)
 DH2930
 DH2930                         *CURRENT SURVEY CONTROL
 DH2930  ___________________________________________________________________
 DH2930* NAD 83(1986)-  30 23 15.     (N)    082 19 53.     (W)     SCALED    
 DH2930* NAVD 88     -        37.800  (meters)     124.02   (feet)  ADJUSTED  
 DH2930  ___________________________________________________________________
 DH2930  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DH2930  DYNAMIC HT  -          37.751 (meters)     123.85  (feet)  COMP
 DH2930  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 DH2930
 DH2930  VERT ORDER  -  SECOND    CLASS I
 DH2930
 DH2930.The horizontal coordinates were scaled from a topographic map and have
 DH2930.an estimated accuracy of +/- 6 seconds.
 DH2930
 DH2930.The orthometric height was determined by differential leveling
 DH2930.and adjusted by the National Geodetic Survey in June 2005..
 DH2930
 DH2930.Photographs are available for this station.
 DH2930
 DH2930.The geoid height was determined by GEOID03.
 DH2930
 DH2930.The dynamic height is computed by dividing the NAVD 88
 DH2930.geopotential number by the normal gravity value computed on the
 DH2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2930.degrees latitude (g = 980.6199 gals.).
 DH2930
 DH2930.The modeled gravity was interpolated from observed gravity values.
 DH2930
 DH2930;                    North         East    Units  Estimated Accuracy
 DH2930;SPC FL N     -   155,780.      808,400.      MT  (+/- 180 meters Scaled)
 DH2930
 DH2930                          SUPERSEDED SURVEY CONTROL
 DH2930
 DH2930.No superseded survey control is available for this station.
 DH2930
 DH2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP720624(NAD 83)
 DH2930_MARKER: DD = SURVEY DISK
 DH2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2930_STAMPING: 01-053-0-01
 DH2930_MARK LOGO: SJRWMD
 DH2930_PROJECTION: FLUSH
 DH2930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2930+STABILITY: SURFACE MOTION
 DH2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2930+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 DH2930
 DH2930  HISTORY     - Date     Condition        Report By
 DH2930  HISTORY     - 2001     MONUMENTED       SJRWMD
 DH2930  HISTORY     - 20031202 GOOD             FLDEP
 DH2930
 DH2930                          STATION DESCRIPTION
 DH2930
 DH2930'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH2930'THE MARK IS ABOUT 11.1 MI NORTH-NORTHWEST OF SANDERSON, 4.6 MI SOUTH
 DH2930'OF TAYLOR, IN  SECTION 20, TOWNSHIP 1 SOUTH, RANGE 20 EAST.
 DH2930' 
 DH2930'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 125 AND COUNTY ROAD
 DH2930'250 IN TAYLOR,  GO SOUTH-SOUTHWEST ON COUNTY ROAD 250 FOR 4.6 MI TO
 DH2930'THE JUNCTION OF FOREST ROAD  NUMBER 232 ON THE RIGHT AND THE MARK ON
 DH2930'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT FLUSH WITH THE
 DH2930'GROUND AND ABOUT LEVEL WITH COUNTY ROAD 250.
 DH2930' 
 DH2930'LOCATED 37.2 FT EAST OF THE CENTERLINE OF COUNTY ROAD 250, 26.0 FT
 DH2930'NORTH OF CABLE BOX  NUMBER 9110162 AND 1.0 FT WEST OF A SJRWMD PVC
 DH2930'WITNESS POST
 DH2930' 
 DH2930'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE WEST SIDE OF THE
 DH2930'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH3520 ***********************************************************************
 DH3520  DESIGNATION -  01 056 0 01
 DH3520  PID         -  DH3520
 DH3520  STATE/COUNTY-  FL/NASSAU
 DH3520  USGS QUAD   -  HILLIARD (1992)
 DH3520
 DH3520                         *CURRENT SURVEY CONTROL
 DH3520  ___________________________________________________________________
 DH3520* NAD 83(1986)-  30 44 49.     (N)    081 59 11.     (W)     SCALED    
 DH3520* NAVD 88     -        29.186  (meters)      95.75   (feet)  ADJUSTED  
 DH3520  ___________________________________________________________________
 DH3520  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DH3520  DYNAMIC HT  -          29.149 (meters)      95.63  (feet)  COMP
 DH3520  MODELED GRAV-     979,386.1   (mgal)                       NAVD 88
 DH3520
 DH3520  VERT ORDER  -  SECOND    CLASS I
 DH3520
 DH3520.The horizontal coordinates were scaled from a topographic map and have
 DH3520.an estimated accuracy of +/- 6 seconds.
 DH3520
 DH3520.The orthometric height was determined by differential leveling
 DH3520.and adjusted by the National Geodetic Survey in June 2005..
 DH3520.No vertical observational check was made to the station.
 DH3520
 DH3520.Photographs are available for this station.
 DH3520
 DH3520.The geoid height was determined by GEOID03.
 DH3520
 DH3520.The dynamic height is computed by dividing the NAVD 88
 DH3520.geopotential number by the normal gravity value computed on the
 DH3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3520.degrees latitude (g = 980.6199 gals.).
 DH3520
 DH3520.The modeled gravity was interpolated from observed gravity values.
 DH3520
 DH3520;                    North         East    Units  Estimated Accuracy
 DH3520;SPC FL E     -   711,080.      105,550.      MT  (+/- 180 meters Scaled)
 DH3520
 DH3520                          SUPERSEDED SURVEY CONTROL
 DH3520
 DH3520.No superseded survey control is available for this station.
 DH3520
 DH3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ055019(NAD 83)
 DH3520_MARKER: DD = SURVEY DISK
 DH3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3520_STAMPING: 01-056-0-01
 DH3520_MARK LOGO: SJRWMD
 DH3520_PROJECTION: RECESSED 3 CENTIMETERS
 DH3520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3520+STABILITY: SURFACE MOTION
 DH3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3520+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 DH3520
 DH3520  HISTORY     - Date     Condition        Report By
 DH3520  HISTORY     - 2001     MONUMENTED       SJRWMD
 DH3520  HISTORY     - 20040124 GOOD             FLDEP
 DH3520
 DH3520                          STATION DESCRIPTION
 DH3520
 DH3520'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH3520'THE MARK IS ABOUT 2.0 MI SOUTH-SOUTHWEST OF BOULOGNE, IN SECTION 23,
 DH3520'TOWNSHIP 4 NORTH,  RANGE 23 EAST.
 DH3520' 
 DH3520'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S. HIGHWAY
 DH3520'23, 1, STATE  HIGHWAY 15, 4) AND COUNTY ROAD 121 IN BOULOGNE, GO
 DH3520'SOUTHERLY ON COUNTY ROAD 121 FOR  2.05 MI TO THE MARK ON THE RIGHT,
 DH3520'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.1 FT  BELOW THE LEVEL
 DH3520'OF THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 121.
 DH3520' 
 DH3520'LOCATED 236.0 FT SOUTHWEST OF A DRIVEWAY AT 241802, 174.3 FT NORTHEAST
 DH3520'FROM A DRIVEWAY  AT 241794, 102.0 FT NORTH-NORTHWEST OF AND ACROSS
 DH3520'COUNTY ROAD 121 OF POWER POLE  NUMBER F850330 WITH 1 GUY WIRE
 DH3520'ATTACHED, 46.8 FT NORTHWEST OF THE CENTERLINE OF COUNTY  ROAD 121 AND
 DH3520'0.9 FT SOUTHEAST OF SJRWMD PVC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9538 ***********************************************************************
 AG9538  DESIGNATION -  0104
 AG9538  PID         -  AG9538
 AG9538  STATE/COUNTY-  FL/SARASOTA
 AG9538  USGS QUAD   -  BRADENTON (1987)
 AG9538
 AG9538                         *CURRENT SURVEY CONTROL
 AG9538  ___________________________________________________________________
 AG9538* NAD 83(1999)-  27 22 54.77388(N)    082 32 47.82163(W)     ADJUSTED  
 AG9538* NAVD 88     -         5.7    (meters)      19.     (feet)  GPS OBS   
 AG9538  ___________________________________________________________________
 AG9538  X           -     735,189.561 (meters)                     COMP
 AG9538  Y           -  -5,619,647.140 (meters)                     COMP
 AG9538  Z           -   2,915,845.627 (meters)                     COMP
 AG9538  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AG9538  ELLIP HEIGHT-         -18.64  (meters)          (06/19/01) GPS OBS
 AG9538  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG9538
 AG9538  HORZ ORDER  -  FIRST
 AG9538  ELLP ORDER  -  FOURTH    CLASS I
 AG9538
 AG9538.The horizontal coordinates were established by GPS observations
 AG9538.and adjusted by the National Geodetic Survey in June 2001..
 AG9538
 AG9538.The orthometric height was determined by GPS observations and a
 AG9538.high-resolution geoid model.
 AG9538
 AG9538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9538
 AG9538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9538
 AG9538.The ellipsoidal height was determined by GPS observations
 AG9538.and is referenced to NAD 83.
 AG9538
 AG9538.The geoid height was determined by GEOID03.
 AG9538
 AG9538;                    North         East     Units Scale Factor Converg.
 AG9538;SPC FL W     -   337,835.162   145,932.753   MT  0.99997725   -0 15 05.1
 AG9538;SPC FL W     - 1,108,380.86    478,781.04   sFT  0.99997725   -0 15 05.1
 AG9538;UTM  17      - 3,029,682.792   347,063.040   MT  0.99988873   -0 42 41.2
 AG9538
 AG9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9538!SPC FL W     -   1.00000293  x   0.99997725  =   0.99998018
 AG9538!UTM  17      -   1.00000293  x   0.99988873  =   0.99989166
 AG9538
 AG9538                          SUPERSEDED SURVEY CONTROL
 AG9538
 AG9538  NAD 83(1990)-  27 22 54.77280(N)    082 32 47.82106(W) AD(       ) 1
 AG9538  ELLIP H (05/09/94)  -18.52   (m)                       GP(       ) 4 2
 AG9538
 AG9538.Superseded values are not recommended for survey control.
 AG9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9538.See file dsdata.txt to determine how the superseded data were derived.
 AG9538
 AG9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4706329683(NAD 83)
 AG9538_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9538_SP_SET: CONCRETE POST
 AG9538_STAMPING: 0104
 AG9538_MARK LOGO: FL-115
 AG9538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9538+STABILITY: SURFACE MOTION
 AG9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9538+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992
 AG9538
 AG9538  HISTORY     - Date     Condition        Report By
 AG9538  HISTORY     - UNK      MONUMENTED
 AG9538  HISTORY     - 19920124 GOOD             FL-115
 AG9538
 AG9538                          STATION DESCRIPTION
 AG9538
 AG9538'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9538'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9538'TRAIL) AND UNIVERSITY PARKWAY IN SARASOTA COUNTY, GO EAST ON
 AG9538'UNIVERSITY PARKWAY, 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 AG9538'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9538'---0104--- SET IN A 12-INCH POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9538'50.4 FT (15.36 M) EASTERLY OF THE BACK OF CONCRETE CURB IN THE GRASS
 AG9538'MEDIAN. IT IS 96.95 FT (29.55 M) SOUTHEASTERLY OF A CHISEL CUT IN THE
 AG9538'BASE OF A MAST ARM SUPPORT POLE, 85.14 FT (25.95 M) SOUTHWESTERLY OF
 AG9538'A CHISEL CUT IN THE BCAK OF SIDEWALK NEXT TO A SIGNAL SENSOR BOX,
 AG9538'72.18 FT (22.00 M) NORTHWESTERLY OF STANDARD SARASOTA COUNTY (SARCO)
 AG9538'REFERENCE NAIL AND DISK SET IN THE TOP OF CURB OF THE SOUTHERLY SIDE
 AG9538'OF THE EAST BOUND LANES OF UNIVERSITY PARKWAY, 96.43 FT (29.39 M)
 AG9538'NORTHEASTERLY OF A SARCO REFERENCE NAIL AND DISK SET 6.0 FT (1.83 M)
 AG9538'ABOVE THE GROUND ON THE WEST SIDE OF A WOOD POWER POLE, AND 71.15 FT
 AG9538'(21.69 M) NORTHEASTERLY OF A CHISEL CUT IN THE BASE OF A MAST ARM
 AG9538'SUPPORT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9487 ***********************************************************************
 AG9487  DESIGNATION -  011
 AG9487  PID         -  AG9487
 AG9487  STATE/COUNTY-  FL/SARASOTA
 AG9487  USGS QUAD   -  MYAKKA RIVER (1987)
 AG9487
 AG9487                         *CURRENT SURVEY CONTROL
 AG9487  ___________________________________________________________________
 AG9487* NAD 83(1999)-  27 07 20.01156(N)    082 20 34.33838(W)     ADJUSTED  
 AG9487* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 AG9487  ___________________________________________________________________
 AG9487  X           -     756,923.647 (meters)                     COMP
 AG9487  Y           -  -5,630,052.257 (meters)                     COMP
 AG9487  Z           -   2,890,266.349 (meters)                     COMP
 AG9487  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AG9487  ELLIP HEIGHT-         -21.22  (meters)          (06/19/01) GPS OBS
 AG9487  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AG9487
 AG9487  HORZ ORDER  -  FIRST
 AG9487  ELLP ORDER  -  FOURTH    CLASS I
 AG9487
 AG9487.The horizontal coordinates were established by GPS observations
 AG9487.and adjusted by the National Geodetic Survey in June 2001..
 AG9487
 AG9487.The orthometric height was determined by GPS observations and a
 AG9487.high-resolution geoid model.
 AG9487
 AG9487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9487
 AG9487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9487
 AG9487.The ellipsoidal height was determined by GPS observations
 AG9487.and is referenced to NAD 83.
 AG9487
 AG9487.The geoid height was determined by GEOID03.
 AG9487
 AG9487;                    North         East     Units Scale Factor Converg.
 AG9487;SPC FL W     -   308,992.750   166,007.051   MT  0.99995544   -0 09 22.7
 AG9487;SPC FL W     - 1,013,753.71    544,641.47   sFT  0.99995544   -0 09 22.7
 AG9487;UTM  17      - 3,000,684.098   366,903.901   MT  0.99981868   -0 36 44.3
 AG9487
 AG9487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9487!SPC FL W     -   1.00000333  x   0.99995544  =   0.99995877
 AG9487!UTM  17      -   1.00000333  x   0.99981868  =   0.99982201
 AG9487
 AG9487                          SUPERSEDED SURVEY CONTROL
 AG9487
 AG9487  NAD 83(1990)-  27 07 20.01014(N)    082 20 34.33801(W) AD(       ) 1
 AG9487  ELLIP H (05/09/94)  -21.13   (m)                       GP(       ) 4 2
 AG9487
 AG9487.Superseded values are not recommended for survey control.
 AG9487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9487.See file dsdata.txt to determine how the superseded data were derived.
 AG9487
 AG9487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6690400684(NAD 83)
 AG9487_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9487_SP_SET: CONCRETE POST
 AG9487_STAMPING: 011
 AG9487_MARK LOGO: FL-115
 AG9487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9487+STABILITY: SURFACE MOTION
 AG9487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9487+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 AG9487
 AG9487  HISTORY     - Date     Condition        Report By
 AG9487  HISTORY     - UNK      MONUMENTED
 AG9487  HISTORY     - 19921102 GOOD             FL-115
 AG9487
 AG9487                          STATION DESCRIPTION
 AG9487
 AG9487'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9487'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND BORDER
 AG9487'ROAD OVERPASS IN SARASOTA COUNTY, GO EAST ON BORDER ROAD, 3.2 MI
 AG9487'(5.15 KM) TO THE STATION ON THE RIGHT.
 AG9487'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---011---
 AG9487'SET IN A ROUND POURED IN PLACE CONCRETE MONUMENT. IT IS 115.0 FT
 AG9487'(35.05 M)SOUTHERLY OF THE SOUTHERLY EDGE OF PAVEMENT ROAD BED FOR
 AG9487'BORDER ROAD, 15.0 FT (4.57 M) WESTERLY OF MOON DRIVE, AND 1.0 FT
 AG9487'(0.30 M) EASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9487'REFERENCES--
 AG9487'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9487'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9487'PAVEMENT ROAD BED FOR MOON DRIVE. IT IS 17.42 FT (5.31 M)
 AG9487'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 011, AND 15.48 FT (4.72 M)
 AG9487'NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9487'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9487'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9487'PAVEMENT ROAD BED FOR MOON DRIVE. IT IS 17.58 FT (5.36 M)
 AG9487'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 011, AND 15.48 FT (4.72 M)
 AG9487'SOUTHERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9488 ***********************************************************************
 AG9488  DESIGNATION -  018
 AG9488  PID         -  AG9488
 AG9488  STATE/COUNTY-  FL/SARASOTA
 AG9488  USGS QUAD   -  BEE RIDGE (1987)
 AG9488
 AG9488                         *CURRENT SURVEY CONTROL
 AG9488  ___________________________________________________________________
 AG9488* NAD 83(1999)-  27 18 29.42626(N)    082 28 56.72275(W)     ADJUSTED  
 AG9488* NAVD 88     -         7.7    (meters)      25.     (feet)  GPS OBS   
 AG9488  ___________________________________________________________________
 AG9488  X           -     741,976.416 (meters)                     COMP
 AG9488  Y           -  -5,622,541.139 (meters)                     COMP
 AG9488  Z           -   2,908,591.766 (meters)                     COMP
 AG9488  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AG9488  ELLIP HEIGHT-         -16.62  (meters)          (06/19/01) GPS OBS
 AG9488  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG9488
 AG9488  HORZ ORDER  -  FIRST
 AG9488  ELLP ORDER  -  FOURTH    CLASS I
 AG9488
 AG9488.The horizontal coordinates were established by GPS observations
 AG9488.and adjusted by the National Geodetic Survey in June 2001..
 AG9488
 AG9488.The orthometric height was determined by GPS observations and a
 AG9488.high-resolution geoid model.
 AG9488
 AG9488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9488
 AG9488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9488
 AG9488.The ellipsoidal height was determined by GPS observations
 AG9488.and is referenced to NAD 83.
 AG9488
 AG9488.The geoid height was determined by GEOID03.
 AG9488
 AG9488;                    North         East     Units Scale Factor Converg.
 AG9488;SPC FL W     -   329,641.777   152,250.858   MT  0.99996931   -0 13 16.8
 AG9488;SPC FL W     - 1,081,499.73    499,509.69   sFT  0.99996931   -0 13 16.8
 AG9488;UTM  17      - 3,021,439.796   353,314.636   MT  0.99986561   -0 40 48.8
 AG9488
 AG9488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9488!SPC FL W     -   1.00000261  x   0.99996931  =   0.99997192
 AG9488!UTM  17      -   1.00000261  x   0.99986561  =   0.99986822
 AG9488
 AG9488                          SUPERSEDED SURVEY CONTROL
 AG9488
 AG9488  NAD 83(1990)-  27 18 29.42489(N)    082 28 56.72213(W) AD(       ) 1
 AG9488  ELLIP H (05/09/94)  -16.53   (m)                       GP(       ) 4 2
 AG9488
 AG9488.Superseded values are not recommended for survey control.
 AG9488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9488.See file dsdata.txt to determine how the superseded data were derived.
 AG9488
 AG9488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5331521440(NAD 83)
 AG9488_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9488_SP_SET: CONCRETE POST
 AG9488_STAMPING: 018
 AG9488_MARK LOGO: FL-115
 AG9488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9488+STABILITY: SURFACE MOTION
 AG9488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9488+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1992
 AG9488
 AG9488  HISTORY     - Date     Condition        Report By
 AG9488  HISTORY     - UNK      MONUMENTED
 AG9488  HISTORY     - 19920828 GOOD             FL-115
 AG9488
 AG9488                          STATION DESCRIPTION
 AG9488
 AG9488'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9488'TO REACH THE STATION FROM THE INTERSECTION OF MCINTOSH ROAD AND WEBBER
 AG9488'STREET IN SARASOTA COUNTY, GO WEST ON WEBBER STREET, 68.8 FT
 AG9488'(20.97 M) TO THE STATION ON THE LEFT.
 AG9488'THE STATION  IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9488'---018--- SET IN A 8-INCH ROUND POURED IN PLACE CONCRETE MONUMENT
 AG9488'THAT IS 6-INCHES BELOW THE GROUND. IT IS 38.6 FT (11.77 M) SOUTHERLY
 AG9488'OF THE CENTERLINE OF WEBBER STREET, 2.5 FT (0.76 M) SOUTHERLY OF A
 AG9488'CONCRETE SIDEWALK, AND 37.1 FT (11.31 M) SOUTHEASTERLY OF A SURVEY
 AG9488'MARKER WITNESS POST.
 AG9488'REFERENCES--
 AG9488'REFERENCE MARK NUMBER 1 IS A CHISEL CUT IN THE SOUTHERLY EDGE OF A
 AG9488'CONCRETE CURB ON THE SOUTHERLY EDGE OF WEBBER STREET. IT IS 9.15 FT
 AG9488'(2.79 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 018, AND 8.93 FT
 AG9488'(2.72 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9488'REFERENCE MARK NUMBER 2 IS A CHISEL CUT IN THE SOUTHERLY EDGE OF
 AG9488'CONCRETE CURB ON THE SOUTHERLY EDGE OF WEBBER STREET. IT IS 8.66 FT
 AG9488'(2.64 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 018, AND 8.93 FT
 AG9488'(2.72 M) EASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH7869 ***********************************************************************
 DH7869  DESIGNATION -  02 115 0 02
 DH7869  PID         -  DH7869
 DH7869  STATE/COUNTY-  FL/PUTNAM
 DH7869  USGS QUAD   -  RICE CREEK (1993)
 DH7869
 DH7869                         *CURRENT SURVEY CONTROL
 DH7869  ___________________________________________________________________
 DH7869* NAD 83(1986)-  29 49 23.     (N)    081 47 43.     (W)     SCALED    
 DH7869* NAVD 88     -        29.771  (meters)      97.67   (feet)  ADJUSTED  
 DH7869  ___________________________________________________________________
 DH7869  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DH7869  DYNAMIC HT  -          29.731 (meters)      97.54  (feet)  COMP
 DH7869  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 DH7869
 DH7869  VERT ORDER  -  SECOND    CLASS I
 DH7869
 DH7869.The horizontal coordinates were scaled from a topographic map and have
 DH7869.an estimated accuracy of +/- 6 seconds.
 DH7869
 DH7869.The orthometric height was determined by differential leveling
 DH7869.and adjusted by the National Geodetic Survey in July 2006..
 DH7869
 DH7869.The geoid height was determined by GEOID03.
 DH7869
 DH7869.The dynamic height is computed by dividing the NAVD 88
 DH7869.geopotential number by the normal gravity value computed on the
 DH7869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7869.degrees latitude (g = 980.6199 gals.).
 DH7869
 DH7869.The modeled gravity was interpolated from observed gravity values.
 DH7869
 DH7869;                    North         East    Units  Estimated Accuracy
 DH7869;SPC FL E     -   608,520.      123,130.      MT  (+/- 180 meters Scaled)
 DH7869
 DH7869                          SUPERSEDED SURVEY CONTROL
 DH7869
 DH7869.No superseded survey control is available for this station.
 DH7869
 DH7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN231994(NAD 83)
 DH7869_MARKER: DD = SURVEY DISK
 DH7869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7869_STAMPING: 02-115-0-02
 DH7869_MARK LOGO: SJRWMD
 DH7869_PROJECTION: FLUSH
 DH7869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7869+STABILITY: SURFACE MOTION
 DH7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7869+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH7869
 DH7869  HISTORY     - Date     Condition        Report By
 DH7869  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH7869  HISTORY     - 20030819 GOOD             FLDEP
 DH7869
 DH7869                          STATION DESCRIPTION
 DH7869
 DH7869'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH7869'THE MARK IS ABOUT 15.7 MI NORTHWEST OF PALATKA, IN SECTION 3, TOWNSHIP
 DH7869'8 SOUTH, RANGE 25  EAST.
 DH7869' 
 DH7869'TO REACH THE MARK FROM CITY HALL ON U.S. HIGHWAY 17 (REID STREET) IN
 DH7869'PALATKA, GO WEST ON  U.S. HIGHWAY 17 FOR 1.7 MI TO THE JUNCTION OF
 DH7869'STATE HIGHWAY 100 ON THE LEFT, TURN LEFT ON  STATE HIGHWAY 100 AND
 DH7869'CONTINUE WEST FOR 0.8 MI TO THE INTERSECTION OF STATE HIGHWAY 19,
 DH7869'CONTINUE NORTHWEST ON STATE HIGHWAY 100 FOR 3.65 MI TO THE JUNCTION OF
 DH7869'COUNTY ROAD  309D ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 309D AND GO
 DH7869'NORTH FOR 11.3 MI TO THE  JUNCTION OF SHEDO ROAD (DIRT) ON THE RIGHT
 DH7869'LEADING EAST AND THE MARK ON THE LEFT, ON THE  EXTENDED CENTERLINE OF
 DH7869'THE SHEDO ROAD, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH  WITH THE
 DH7869'GROUND AND LEVEL WITH COUNTY ROAD 309D.
 DH7869' 
 DH7869'LOCATED 37.0 FT WEST OF THE CENTERLINE OF COUNTY ROAD 309D AND 0.9 FT
 DH7869'EAST OF A SJRWMD  PVC WITNESS POST.
 DH7869' 
 DH7869'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH7869'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5857 ***********************************************************************
 DG5857  DESIGNATION -  02 129 0 02
 DG5857  PID         -  DG5857
 DG5857  STATE/COUNTY-  FL/PUTNAM
 DG5857  USGS QUAD   -  CRESCENT CITY (1994)
 DG5857
 DG5857                         *CURRENT SURVEY CONTROL
 DG5857  ___________________________________________________________________
 DG5857* NAD 83(1986)-  29 22 31.     (N)    081 33 36.     (W)     SCALED    
 DG5857* NAVD 88     -         5.126  (meters)      16.82   (feet)  ADJUSTED  
 DG5857  ___________________________________________________________________
 DG5857  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DG5857  DYNAMIC HT  -           5.119 (meters)      16.79  (feet)  COMP
 DG5857  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 DG5857
 DG5857  VERT ORDER  -  SECOND    CLASS I
 DG5857
 DG5857.The horizontal coordinates were scaled from a topographic map and have
 DG5857.an estimated accuracy of +/- 6 seconds.
 DG5857
 DG5857.The orthometric height was determined by differential leveling
 DG5857.and adjusted by the National Geodetic Survey in August 2004..
 DG5857.No vertical observational check was made to the station.
 DG5857
 DG5857.The geoid height was determined by GEOID03.
 DG5857
 DG5857.The dynamic height is computed by dividing the NAVD 88
 DG5857.geopotential number by the normal gravity value computed on the
 DG5857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5857.degrees latitude (g = 980.6199 gals.).
 DG5857
 DG5857.The modeled gravity was interpolated from observed gravity values.
 DG5857
 DG5857;                    North         East    Units  Estimated Accuracy
 DG5857;SPC FL E     -   558,750.      145,640.      MT  (+/- 180 meters Scaled)
 DG5857
 DG5857                          SUPERSEDED SURVEY CONTROL
 DG5857
 DG5857.No superseded survey control is available for this station.
 DG5857
 DG5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456496(NAD 83)
 DG5857_MARKER: DD = SURVEY DISK
 DG5857_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5857_STAMPING: 02-129-0-02
 DG5857_MARK LOGO: SJRWMD
 DG5857_PROJECTION: FLUSH
 DG5857_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5857+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5857
 DG5857  HISTORY     - Date     Condition        Report By
 DG5857  HISTORY     - 2002     MONUMENTED       SJRWMD
 DG5857  HISTORY     - 20020808 GOOD             FLDEP
 DG5857
 DG5857                          STATION DESCRIPTION
 DG5857
 DG5857'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5857'THE MARK IS ABOUT 5.0 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 10,
 DG5857'TOWNSHIP 13 SOUTH,  RANGE 27 EAST.
 DG5857' 
 DG5857'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5857'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5857'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5857'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5857'ROAD AND GO WEST FOR 3.85 MI TO THE JUNCTION OF TRUCK TRAIL NUMBER  2
 DG5857'ON THE LEFT (AN ENTRANCE TO THE LAKE GEORGE WILDLIFE MANAGEMENT AREA),
 DG5857'TURN LEFT ON  TRUCK TRAIL NUMBER 2 AND GO SOUTHEAST FOR 2.35 MI TO A
 DG5857'CONCRETE BRIDGE SPANNING  JUMPING GULLEY BRANCH AND THE MARK ON THE
 DG5857'LEFT, SET IN THE TOP OF A 4-INCH SQUARE  PREFABRICATED CONCRETE POST
 DG5857'FLUSH WITH THE GROUND AND ABOUT 0.3 FT BELOW THE LEVEL  OF TRUCK TRAIL
 DG5857'NUMBER 2.
 DG5857' 
 DG5857'LOCATED 69.2 FT SOUTH OF THE APPROXIMATE CENTER OF THE CONCRETE
 DG5857'BRIDGE, 13.0 FT EAST OF  THE APPROXIMATE CENTERLINE OF TRUCK TRAIL
 DG5857'NUMBER 2 AND 0.9 WEST OF A PVC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH7871 ***********************************************************************
 DH7871  DESIGNATION -  02 22 057 0
 DH7871  PID         -  DH7871
 DH7871  STATE/COUNTY-  FL/PUTNAM
 DH7871  USGS QUAD   -  PALATKA (1992)
 DH7871
 DH7871                         *CURRENT SURVEY CONTROL
 DH7871  ___________________________________________________________________
 DH7871* NAD 83(1986)-  29 43 01.     (N)    081 43 30.     (W)     SCALED    
 DH7871* NAVD 88     -         6.164  (meters)      20.22   (feet)  ADJUSTED  
 DH7871  ___________________________________________________________________
 DH7871  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DH7871  DYNAMIC HT  -           6.155 (meters)      20.19  (feet)  COMP
 DH7871  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 DH7871
 DH7871  VERT ORDER  -  SECOND    CLASS I
 DH7871
 DH7871.The horizontal coordinates were scaled from a topographic map and have
 DH7871.an estimated accuracy of +/- 6 seconds.
 DH7871
 DH7871.The orthometric height was determined by differential leveling
 DH7871.and adjusted by the National Geodetic Survey in July 2006..
 DH7871
 DH7871.The geoid height was determined by GEOID03.
 DH7871
 DH7871.The dynamic height is computed by dividing the NAVD 88
 DH7871.geopotential number by the normal gravity value computed on the
 DH7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7871.degrees latitude (g = 980.6199 gals.).
 DH7871
 DH7871.The modeled gravity was interpolated from observed gravity values.
 DH7871
 DH7871;                    North         East    Units  Estimated Accuracy
 DH7871;SPC FL E     -   596,710.      129,850.      MT  (+/- 180 meters Scaled)
 DH7871
 DH7871                          SUPERSEDED SURVEY CONTROL
 DH7871
 DH7871.No superseded survey control is available for this station.
 DH7871
 DH7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN298876(NAD 83)
 DH7871_MARKER: DD = SURVEY DISK
 DH7871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH7871_SP_SET: BRIDGE CURVE
 DH7871_STAMPING: BM 02-22-057-0
 DH7871_MARK LOGO: SJRWMD
 DH7871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7871+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH7871
 DH7871  HISTORY     - Date     Condition        Report By
 DH7871  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH7871  HISTORY     - 20030819 GOOD             FLDEP
 DH7871
 DH7871                          STATION DESCRIPTION
 DH7871
 DH7871'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH7871'THE MARK IS ABOUT 7.9 MI NORTHWEST OF PALATKA, IN SECTION 17, TOWNSHIP
 DH7871'9 SOUTH, RANGE 26  EAST.
 DH7871' 
 DH7871'TO REACH THE MARK FROM CITY HALL ON U.S. HIGHWAY 17 (REID STREET) IN
 DH7871'PALATKA, GO WEST ON  U.S. HIGHWAY 17 FOR 1.7 MI TO THE JUNCTION OF
 DH7871'STATE HIGHWAY 100 ON THE LEFT, TURN LEFT ON  STATE HIGHWAY 100 AND
 DH7871'CONTINUE WEST FOR 0.8 MI TO THE INTERSECTION OF STATE HIGHWAY 19,
 DH7871'CONTINUE NORTHWEST ON STATE HIGHWAY 100 FOR 3.65 MI TO THE JUNCTION OF
 DH7871'COUNTY ROAD  309D ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 309D AND GO
 DH7871'NORTH FOR 2.6 MI TO THE CENTER  OF THE BRIDGE OVER ETONIA CREEK AND
 DH7871'THE MARK ON THE RIGHT, SET IN THE TOP OF THE BRIDGE  CURB 0.7 FT ABOVE
 DH7871'THE LEVEL OF COUNTY ROAD 309D.
 DH7871' 
 DH7871'LOCATED 58.2 FT NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE CURB, 41.4
 DH7871'FT SOUTH OF THE  NORTHEAST CORNER OF THE BRIDGE CURB AND 11.8 FT EAST
 DH7871'OF THE CENTERLINE OF COUNTY ROAD  309D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8229 ***********************************************************************
 AL8229  DESIGNATION -  02 92 GPS 1
 AL8229  PID         -  AL8229
 AL8229  STATE/COUNTY-  FL/CITRUS
 AL8229  USGS QUAD   -  INVERNESS (1988)
 AL8229
 AL8229                         *CURRENT SURVEY CONTROL
 AL8229  ___________________________________________________________________
 AL8229* NAD 83(1999)-  28 49 42.08075(N)    082 19 14.48182(W)     ADJUSTED  
 AL8229* NAVD 88     -        14.1    (meters)      46.     (feet)  GPS OBS   
 AL8229  ___________________________________________________________________
 AL8229  X           -     747,252.968 (meters)                     COMP
 AL8229  Y           -  -5,541,872.874 (meters)                     COMP
 AL8229  Z           -   3,057,242.266 (meters)                     COMP
 AL8229  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AL8229  ELLIP HEIGHT-         -13.09  (meters)          (06/12/02) GPS OBS
 AL8229  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AL8229
 AL8229  HORZ ORDER  -  FIRST
 AL8229  ELLP ORDER  -  THIRD     CLASS II
 AL8229
 AL8229.The horizontal coordinates were established by GPS observations
 AL8229.and adjusted by the National Geodetic Survey in June 2002..
 AL8229
 AL8229.The orthometric height was determined by GPS observations and a
 AL8229.high-resolution geoid model.
 AL8229
 AL8229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8229
 AL8229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8229
 AL8229.The ellipsoidal height was determined by GPS observations
 AL8229.and is referenced to NAD 83.
 AL8229
 AL8229.The geoid height was determined by GEOID03.
 AL8229
 AL8229;                    North         East     Units Scale Factor Converg.
 AL8229;SPC FL W     -   498,049.318   168,702.646   MT  0.99995326   -0 09 16.7
 AL8229;SPC FL W     - 1,634,016.80    553,485.26   sFT  0.99995326   -0 09 16.7
 AL8229;UTM  17      - 3,189,685.305   371,146.857   MT  0.99980489   -0 38 12.9
 AL8229
 AL8229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8229!SPC FL W     -   1.00000206  x   0.99995326  =   0.99995532
 AL8229!UTM  17      -   1.00000206  x   0.99980489  =   0.99980695
 AL8229
 AL8229:                Primary Azimuth Mark                     Grid Az
 AL8229:SPC FL W     -  02 92 GPS 2                              314 36 00.6
 AL8229:UTM  17      -  02 92 GPS 2                              315 04 56.8
 AL8229
 AL8229|---------------------------------------------------------------------|
 AL8229| PID    Reference Object                     Distance      Geod. Az  |
 AL8229|                                                           dddmmss.s |
 AL8229| AL8230 02 92 GPS 2                         APPROX. 0.6 KM 3142643.9 |
 AL8229|---------------------------------------------------------------------|
 AL8229
 AL8229                          SUPERSEDED SURVEY CONTROL
 AL8229
 AL8229  NAD 83(1990)-  28 49 42.07930(N)    082 19 14.48113(W) AD(       ) 1
 AL8229  ELLIP H (08/26/94)  -13.15   (m)                       GP(       ) 3 2
 AL8229
 AL8229.Superseded values are not recommended for survey control.
 AL8229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8229.See file dsdata.txt to determine how the superseded data were derived.
 AL8229
 AL8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7114789685(NAD 83)
 AL8229_MARKER: DD = SURVEY DISK
 AL8229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8229_SP_SET: CONCRETE POST
 AL8229_STAMPING: 02 92 GPS 1
 AL8229_MARK LOGO: FLDT  
 AL8229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8229+STABILITY: SURFACE MOTION
 AL8229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8229+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8229
 AL8229  HISTORY     - Date     Condition        Report By
 AL8229  HISTORY     - 1992     MONUMENTED       FLDT
 AL8229
 AL8229                          STATION DESCRIPTION
 AL8229
 AL8229'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8229'STATION IS LOCATED IN INVERNESS, NORTHWEST OF THE FLORIDA SUNSHINE
 AL8229'REALTY BUILDING AND EAST OF THE INVERNESS CATHOLIC CHURCH.
 AL8229'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND STATE ROAD
 AL8229'44 AT INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 0.45 MILE (0.72 KM) TO
 AL8229'THE STATION.
 AL8229'THE STATION IS 2 INCHES BELOW THE GROUND, 59.5 FEET (18.1 M) SOUTHWEST
 AL8229'OF THE TOP CENTER OF A CROSSDRAIN, 50.7 FEET (15.5 M) NORTHWEST OF
 AL8229'THE NORTH CENTER TOP END OF A FLOWLINE, 36.0 FEET (11.0 M) WEST OF A
 AL8229'METAL WITNESS POST AT A 12 INCH PALM TREE AND 12.0 FEET (3.7 M) EAST
 AL8229'OF THE EAST EDGE OF U.S. 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8239 ***********************************************************************
 AL8239  DESIGNATION -  02 92 GPS 10
 AL8239  PID         -  AL8239
 AL8239  STATE/COUNTY-  FL/CITRUS
 AL8239  USGS QUAD   -  LECANTO (1988)
 AL8239
 AL8239                         *CURRENT SURVEY CONTROL
 AL8239  ___________________________________________________________________
 AL8239* NAD 83(1999)-  28 45 13.16569(N)    082 22 30.25430(W)     ADJUSTED  
 AL8239* NAVD 88     -        38.1    (meters)     125.     (feet)  GPS OBS   
 AL8239  ___________________________________________________________________
 AL8239  X           -     742,524.539 (meters)                     COMP
 AL8239  Y           -  -5,546,552.642 (meters)                     COMP
 AL8239  Z           -   3,049,998.305 (meters)                     COMP
 AL8239  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AL8239  ELLIP HEIGHT-          11.05  (meters)          (06/12/02) GPS OBS
 AL8239  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AL8239
 AL8239  HORZ ORDER  -  FIRST
 AL8239  ELLP ORDER  -  THIRD     CLASS II
 AL8239
 AL8239.The horizontal coordinates were established by GPS observations
 AL8239.and adjusted by the National Geodetic Survey in June 2002..
 AL8239
 AL8239.The orthometric height was determined by GPS observations and a
 AL8239.high-resolution geoid model.
 AL8239
 AL8239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8239
 AL8239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8239
 AL8239.The ellipsoidal height was determined by GPS observations
 AL8239.and is referenced to NAD 83.
 AL8239
 AL8239.The geoid height was determined by GEOID03.
 AL8239
 AL8239;                    North         East     Units Scale Factor Converg.
 AL8239;SPC FL W     -   489,786.225   163,369.225   MT  0.99995773   -0 10 49.5
 AL8239;SPC FL W     - 1,606,906.97    535,987.20   sFT  0.99995773   -0 10 49.5
 AL8239;UTM  17      - 3,181,468.509   365,744.921   MT  0.99982244   -0 39 41.7
 AL8239
 AL8239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8239!SPC FL W     -   0.99999826  x   0.99995773  =   0.99995599
 AL8239!UTM  17      -   0.99999826  x   0.99982244  =   0.99982070
 AL8239
 AL8239                          SUPERSEDED SURVEY CONTROL
 AL8239
 AL8239  NAD 83(1990)-  28 45 13.16423(N)    082 22 30.25361(W) AD(       ) 1
 AL8239  ELLIP H (08/26/94)   10.99   (m)                       GP(       ) 3 2
 AL8239
 AL8239.Superseded values are not recommended for survey control.
 AL8239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8239.See file dsdata.txt to determine how the superseded data were derived.
 AL8239
 AL8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6574581469(NAD 83)
 AL8239_MARKER: DD = SURVEY DISK
 AL8239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8239_SP_SET: CONCRETE POST
 AL8239_STAMPING: 02 92 GPS 10
 AL8239_MARK LOGO: FLDT  
 AL8239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8239+STABILITY: SURFACE MOTION
 AL8239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8239+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8239
 AL8239  HISTORY     - Date     Condition        Report By
 AL8239  HISTORY     - 1992     MONUMENTED       FLDT
 AL8239
 AL8239                          STATION DESCRIPTION
 AL8239
 AL8239'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8239'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTHWEST OF FLORAL CITY.
 AL8239'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8239'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.6 MILE (12.2 KM) TO THE
 AL8239'INTERSECTION OF C.R. 480, GO WEST ON C.R. 480 FOR ABOUT 4.3 MILES
 AL8239'(6.9 KM) TO THE INTERSECTION OF C.R. 581, GO NORTH ON C.R. 581 FOR
 AL8239'ABOUT 4.2 MILES (6.8 KM) TO THE INTERSECTION OF ROAD NO. 16 (A DIRT
 AL8239'ROAD WITH A WITHLACOOCHEE STATE FOREST SIGN), GO WEST ALONG THE
 AL8239'FOREST ROAD NO. 16 FOR ABOUT 1.5 MILES (2.4 KM) TO THE STATION, IN A
 AL8239'FIELD AND ABOUT 0.15 MILE (0.24 KM) EAST OF A FORK OF ROAD NO. 16 AND
 AL8239'ROAD NO. 7.
 AL8239'THE STATION IS FLUSH WITH THE GROUND, 138.0 FEET (42.1 M) SOUTH OF THE
 AL8239'CENTER OF FOREST ROAD NO. 16, 55.0 FEET (16.8 M) WEST OF THE CENTER
 AL8239'OF A DIM TRAIL ROAD AND 3.0 FEET (0.9 M) NORTH OF A METAL WITNESS
 AL8239'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8230 ***********************************************************************
 AL8230  DESIGNATION -  02 92 GPS 2
 AL8230  PID         -  AL8230
 AL8230  STATE/COUNTY-  FL/CITRUS
 AL8230  USGS QUAD   -  INVERNESS (1988)
 AL8230
 AL8230                         *CURRENT SURVEY CONTROL
 AL8230  ___________________________________________________________________
 AL8230* NAD 83(1999)-  28 49 55.96316(N)    082 19 30.55556(W)     ADJUSTED  
 AL8230* NAVD 88     -        23.5    (meters)      77.     (feet)  GPS OBS   
 AL8230  ___________________________________________________________________
 AL8230  X           -     746,794.671 (meters)                     COMP
 AL8230  Y           -  -5,541,734.964 (meters)                     COMP
 AL8230  Z           -   3,057,621.200 (meters)                     COMP
 AL8230  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AL8230  ELLIP HEIGHT-          -3.73  (meters)          (06/12/02) GPS OBS
 AL8230  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AL8230
 AL8230  HORZ ORDER  -  FIRST
 AL8230  ELLP ORDER  -  THIRD     CLASS II
 AL8230
 AL8230.The horizontal coordinates were established by GPS observations
 AL8230.and adjusted by the National Geodetic Survey in June 2002..
 AL8230
 AL8230.The orthometric height was determined by GPS observations and a
 AL8230.high-resolution geoid model.
 AL8230
 AL8230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8230
 AL8230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8230
 AL8230.The ellipsoidal height was determined by GPS observations
 AL8230.and is referenced to NAD 83.
 AL8230
 AL8230.The geoid height was determined by GEOID03.
 AL8230
 AL8230;                    North         East     Units Scale Factor Converg.
 AL8230;SPC FL W     -   498,477.878   168,268.063   MT  0.99995360   -0 09 24.5
 AL8230;SPC FL W     - 1,635,422.84    552,059.47   sFT  0.99995360   -0 09 24.5
 AL8230;UTM  17      - 3,190,117.444   370,715.961   MT  0.99980626   -0 38 20.9
 AL8230
 AL8230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8230!SPC FL W     -   1.00000059  x   0.99995360  =   0.99995419
 AL8230!UTM  17      -   1.00000059  x   0.99980626  =   0.99980685
 AL8230
 AL8230:                Primary Azimuth Mark                     Grid Az
 AL8230:SPC FL W     -  02 92 GPS 1                              134 36 00.7
 AL8230:UTM  17      -  02 92 GPS 1                              135 04 57.1
 AL8230
 AL8230|---------------------------------------------------------------------|
 AL8230| PID    Reference Object                     Distance      Geod. Az  |
 AL8230|                                                           dddmmss.s |
 AL8230| AL8229 02 92 GPS 1                         APPROX. 0.6 KM 1342636.2 |
 AL8230|---------------------------------------------------------------------|
 AL8230
 AL8230                          SUPERSEDED SURVEY CONTROL
 AL8230
 AL8230  NAD 83(1990)-  28 49 55.96170(N)    082 19 30.55488(W) AD(       ) 1
 AL8230  ELLIP H (08/26/94)   -3.79   (m)                       GP(       ) 3 2
 AL8230
 AL8230.Superseded values are not recommended for survey control.
 AL8230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8230.See file dsdata.txt to determine how the superseded data were derived.
 AL8230
 AL8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7071690117(NAD 83)
 AL8230_MARKER: DD = SURVEY DISK
 AL8230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8230_SP_SET: CONCRETE POST
 AL8230_STAMPING: 02 92 GPS 2
 AL8230_MARK LOGO: FLDT  
 AL8230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8230+STABILITY: SURFACE MOTION
 AL8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8230+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 AL8230
 AL8230  HISTORY     - Date     Condition        Report By
 AL8230  HISTORY     - 1992     MONUMENTED       FLDT
 AL8230  HISTORY     - 20040830 GOOD             USPSQD
 AL8230
 AL8230                          STATION DESCRIPTION
 AL8230
 AL8230'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8230'STATION IS LOCATED IN IVERNESS, AT THE INTERSECTION OF U.S. 41 AND
 AL8230'S.R. 44, WEST OF THE MID-STATE FEDERAL SAVINGS BANK AND EAST OF THE
 AL8230'HIGHLAND SQUARE SHOPPING CENTER.
 AL8230'THE STATION IS FLUSH WITH THE GROUND, 61.6 FEET (18.8 M) EAST OF THE
 AL8230'EAST EDGE OF U.S. 41, 41.0 FEET (12.5 M) NORTH OF THE CENTER OF THE
 AL8230'BANK DRIVEWAY, 8.3 FEET (2.5 M) NORTHEAST OF A TELEPHONE REPEATER
 AL8230'STATION AND 8.0 FEET (2.4 M) EAST OF A METAL MANHOLE COVER.
 AL8230
 AL8230                          STATION RECOVERY (2004)
 AL8230
 AL8230'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8230'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER SQUADRON.
 AL8230'VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8236 ***********************************************************************
 AL8236  DESIGNATION -  02 92 GPS 3
 AL8236  PID         -  AL8236
 AL8236  STATE/COUNTY-  FL/CITRUS
 AL8236  USGS QUAD   -  STOKES FERRY (1988)
 AL8236
 AL8236                         *CURRENT SURVEY CONTROL
 AL8236  ___________________________________________________________________
 AL8236* NAD 83(1999)-  28 52 53.81945(N)    082 21 52.67292(W)     ADJUSTED  
 AL8236* NAVD 88     -        17.8    (meters)      58.     (feet)  GPS OBS   
 AL8236  ___________________________________________________________________
 AL8236  X           -     742,624.419 (meters)                     COMP
 AL8236  Y           -  -5,539,623.972 (meters)                     COMP
 AL8236  Z           -   3,062,414.180 (meters)                     COMP
 AL8236  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AL8236  ELLIP HEIGHT-          -9.45  (meters)          (06/12/02) GPS OBS
 AL8236  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AL8236
 AL8236  HORZ ORDER  -  FIRST
 AL8236  ELLP ORDER  -  THIRD     CLASS II
 AL8236
 AL8236.The horizontal coordinates were established by GPS observations
 AL8236.and adjusted by the National Geodetic Survey in June 2002..
 AL8236
 AL8236.The orthometric height was determined by GPS observations and a
 AL8236.high-resolution geoid model.
 AL8236
 AL8236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8236
 AL8236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8236
 AL8236.The ellipsoidal height was determined by GPS observations
 AL8236.and is referenced to NAD 83.
 AL8236
 AL8236.The geoid height was determined by GEOID03.
 AL8236
 AL8236;                    North         East     Units Scale Factor Converg.
 AL8236;SPC FL W     -   503,964.471   164,432.274   MT  0.99995678   -0 10 34.0
 AL8236;SPC FL W     - 1,653,423.44    539,474.89   sFT  0.99995678   -0 10 34.0
 AL8236;UTM  17      - 3,195,635.370   366,927.073   MT  0.99981853   -0 39 33.2
 AL8236
 AL8236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8236!SPC FL W     -   1.00000148  x   0.99995678  =   0.99995826
 AL8236!UTM  17      -   1.00000148  x   0.99981853  =   0.99982001
 AL8236
 AL8236                          SUPERSEDED SURVEY CONTROL
 AL8236
 AL8236  NAD 83(1990)-  28 52 53.81801(N)    082 21 52.67224(W) AD(       ) 1
 AL8236  ELLIP H (08/26/94)   -9.52   (m)                       GP(       ) 3 2
 AL8236
 AL8236.Superseded values are not recommended for survey control.
 AL8236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8236.See file dsdata.txt to determine how the superseded data were derived.
 AL8236
 AL8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6692795635(NAD 83)
 AL8236_MARKER: DD = SURVEY DISK
 AL8236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8236_SP_SET: CONCRETE POST
 AL8236_STAMPING: 02 92 GPS 3
 AL8236_MARK LOGO: FLDT  
 AL8236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8236+STABILITY: SURFACE MOTION
 AL8236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8236+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8236
 AL8236  HISTORY     - Date     Condition        Report By
 AL8236  HISTORY     - 1992     MONUMENTED       FLDT
 AL8236  HISTORY     - 20040830 POOR             USPSQD
 AL8236
 AL8236                          STATION DESCRIPTION
 AL8236
 AL8236'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8236'STATION IS LOCATED ABOUT 4.0 MILES (6.4 KM) NORTHWEST OF INVERNESS, IN
 AL8236'THE EAST SHOULDER OF U.S. 41 AND ON THE PROJECTED CENTER OF E. DAVID
 AL8236'STREET.
 AL8236'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8236'THE WEST SIDE OF INVERNESS, GO NORTH ON U.S. 41 FOR ABOUT 4.8 MILES
 AL8236'(7.7 KM) TO THE INTERSECTION OF E. DAVID STREET AND THE STATION.
 AL8236'THE STATION IS FLUSH WITH THE GROUND, 180.0 FEET (54.9 M) SOUTH OF A
 AL8236'UTILITY POLE, 162 FEET (49.4 M) NORTH OF ANOTHER UTILITY POLE, 41.0
 AL8236'FEET (12.5 M) EAST OF THE CENTER OF U.S. 41 AND 3.0 FEET (0.9 M) WEST
 AL8236'OF A METAL WITNESS POST.
 AL8236
 AL8236                          STATION RECOVERY (2004)
 AL8236
 AL8236'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8236'RECOVERED IN POOR, PARTIALLY DESTROYED CONDITION. WITNESS POST
 AL8236'MISSING. VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8237 ***********************************************************************
 AL8237  DESIGNATION -  02 92 GPS 4
 AL8237  PID         -  AL8237
 AL8237  STATE/COUNTY-  FL/CITRUS
 AL8237  USGS QUAD   -  STOKES FERRY (1988)
 AL8237
 AL8237                         *CURRENT SURVEY CONTROL
 AL8237  ___________________________________________________________________
 AL8237* NAD 83(1999)-  28 54 16.47404(N)    082 16 55.93732(W)     ADJUSTED  
 AL8237* NAVD 88     -        13.4    (meters)      44.     (feet)  GPS OBS   
 AL8237  ___________________________________________________________________
 AL8237  X           -     750,427.384 (meters)                     COMP
 AL8237  Y           -  -5,537,327.582 (meters)                     COMP
 AL8237  Z           -   3,064,639.949 (meters)                     COMP
 AL8237  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AL8237  ELLIP HEIGHT-         -13.95  (meters)          (06/12/02) GPS OBS
 AL8237  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AL8237
 AL8237  HORZ ORDER  -  FIRST
 AL8237  ELLP ORDER  -  THIRD     CLASS II
 AL8237
 AL8237.The horizontal coordinates were established by GPS observations
 AL8237.and adjusted by the National Geodetic Survey in June 2002..
 AL8237
 AL8237.The orthometric height was determined by GPS observations and a
 AL8237.high-resolution geoid model.
 AL8237
 AL8237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8237
 AL8237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8237
 AL8237.The ellipsoidal height was determined by GPS observations
 AL8237.and is referenced to NAD 83.
 AL8237
 AL8237.The geoid height was determined by GEOID03.
 AL8237
 AL8237;                    North         East     Units Scale Factor Converg.
 AL8237;SPC FL W     -   506,487.122   172,478.614   MT  0.99995052   -0 08 11.1
 AL8237;SPC FL W     - 1,661,699.83    565,873.59   sFT  0.99995052   -0 08 11.1
 AL8237;UTM  17      - 3,198,089.702   374,993.210   MT  0.99979284   -0 37 11.4
 AL8237
 AL8237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8237!SPC FL W     -   1.00000219  x   0.99995052  =   0.99995271
 AL8237!UTM  17      -   1.00000219  x   0.99979284  =   0.99979503
 AL8237
 AL8237                          SUPERSEDED SURVEY CONTROL
 AL8237
 AL8237  NAD 83(1990)-  28 54 16.47259(N)    082 16 55.93662(W) AD(       ) 1
 AL8237  ELLIP H (08/26/94)  -14.01   (m)                       GP(       ) 3 2
 AL8237
 AL8237.Superseded values are not recommended for survey control.
 AL8237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8237.See file dsdata.txt to determine how the superseded data were derived.
 AL8237
 AL8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7499398090(NAD 83)
 AL8237_MARKER: DD = SURVEY DISK
 AL8237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8237_SP_SET: CONCRETE POST
 AL8237_STAMPING: 02 92 GPS 4
 AL8237_MARK LOGO: FLDT  
 AL8237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8237+STABILITY: SURFACE MOTION
 AL8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8237+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8237
 AL8237  HISTORY     - Date     Condition        Report By
 AL8237  HISTORY     - 1992     MONUMENTED       FLDT
 AL8237
 AL8237                          STATION DESCRIPTION
 AL8237
 AL8237'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8237'STATION IS LOCATED ABOUT 6.0 MILES (9.7 KM) NORTHEAST OF INVERNESS AND
 AL8237'ABOUT 0.3 MILE (0.5 KM) SOUTHWEST OF THE CITRUS - SUMTER COUNTYLINE.
 AL8237'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8237'INVERNESS, GO NORTH ON U.S. 41 FOR ABOUT 1.0 MILE (1.6 KM) TO THE
 AL8237'INTERSECTION OF C.R. 581 (ELLA AVENUE), GO NORTHEAST OF C.R. 581 FOR
 AL8237'ABOUT 6.8 MILES (10.9 KM) TO A ROAD LEADING NORTH TO TURNERS CAMP AND
 AL8237'THE STATION.
 AL8237'THE STATION IS FLUSH WITH THE GROUND, 160.0 FEET (48.8 M) SOUTHWEST OF
 AL8237'THE PROJECTED CENTER OF JUNGLE CAMP ROAD, 85.5 FEET (26.1 M)
 AL8237'SOUTHWEST OF A UTILITY POLE, 50.0 FEET (15.2 M) NORTHWEST OF THE
 AL8237'CENTER OF C.R. 581, 19.4 FEET (5.9 M) NORTHWEST OF A METAL STOP SIGN
 AL8237'POST AND 6.0 FEET (1.8 M) SOUTHEAST OF A METAL WITNESS SIGN ON A
 AL8237'WOODEN FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8231 ***********************************************************************
 AL8231  DESIGNATION -  02 92 GPS 5
 AL8231  PID         -  AL8231
 AL8231  STATE/COUNTY-  FL/CITRUS
 AL8231  USGS QUAD   -  NOBLETON (1988)
 AL8231
 AL8231                         *CURRENT SURVEY CONTROL
 AL8231  ___________________________________________________________________
 AL8231* NAD 83(1999)-  28 40 34.12136(N)    082 18 55.01108(W)     ADJUSTED  
 AL8231* NAVD 88     -        26.4    (meters)      87.     (feet)  GPS OBS   
 AL8231  ___________________________________________________________________
 AL8231  X           -     748,862.696 (meters)                     COMP
 AL8231  Y           -  -5,549,855.123 (meters)                     COMP
 AL8231  Z           -   3,042,458.459 (meters)                     COMP
 AL8231  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AL8231  ELLIP HEIGHT-          -0.50  (meters)          (06/12/02) GPS OBS
 AL8231  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AL8231
 AL8231  HORZ ORDER  -  FIRST
 AL8231  ELLP ORDER  -  THIRD     CLASS II
 AL8231
 AL8231.The horizontal coordinates were established by GPS observations
 AL8231.and adjusted by the National Geodetic Survey in June 2002..
 AL8231
 AL8231.The orthometric height was determined by GPS observations and a
 AL8231.high-resolution geoid model.
 AL8231
 AL8231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8231
 AL8231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8231
 AL8231.The ellipsoidal height was determined by GPS observations
 AL8231.and is referenced to NAD 83.
 AL8231
 AL8231.The geoid height was determined by GEOID03.
 AL8231
 AL8231;                    North         East     Units Scale Factor Converg.
 AL8231;SPC FL W     -   481,178.964   169,185.838   MT  0.99995289   -0 09 04.6
 AL8231;SPC FL W     - 1,578,667.98    555,070.54   sFT  0.99995289   -0 09 04.6
 AL8231;UTM  17      - 3,172,813.998   371,488.324   MT  0.99980381   -0 37 52.4
 AL8231
 AL8231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8231!SPC FL W     -   1.00000008  x   0.99995289  =   0.99995297
 AL8231!UTM  17      -   1.00000008  x   0.99980381  =   0.99980389
 AL8231
 AL8231:                Primary Azimuth Mark                     Grid Az
 AL8231:SPC FL W     -  02 92 GPS 6                              265 01 09.0
 AL8231:UTM  17      -  02 92 GPS 6                              265 29 56.8
 AL8231
 AL8231|---------------------------------------------------------------------|
 AL8231| PID    Reference Object                     Distance      Geod. Az  |
 AL8231|                                                           dddmmss.s |
 AL8231| AL8232 02 92 GPS 6                         APPROX. 0.5 KM 2645204.4 |
 AL8231|---------------------------------------------------------------------|
 AL8231
 AL8231                          SUPERSEDED SURVEY CONTROL
 AL8231
 AL8231  NAD 83(1990)-  28 40 34.11989(N)    082 18 55.01038(W) AD(       ) 1
 AL8231  ELLIP H (08/26/94)   -0.56   (m)                       GP(       ) 3 2
 AL8231
 AL8231.Superseded values are not recommended for survey control.
 AL8231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8231.See file dsdata.txt to determine how the superseded data were derived.
 AL8231
 AL8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7148872814(NAD 83)
 AL8231_MARKER: DD = SURVEY DISK
 AL8231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8231_SP_SET: CONCRETE POST
 AL8231_STAMPING: 02 92 GPS 5
 AL8231_MARK LOGO: FLDT  
 AL8231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8231+STABILITY: SURFACE MOTION
 AL8231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8231+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8231
 AL8231  HISTORY     - Date     Condition        Report By
 AL8231  HISTORY     - 1992     MONUMENTED       FLDT
 AL8231
 AL8231                          STATION DESCRIPTION
 AL8231
 AL8231'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8231'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH OF FLORAL CITY, JUST
 AL8231'SOUTH OF OAK FOREST.
 AL8231'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8231'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 11.75 MILE (18.91 KM) TO THE
 AL8231'INTERSECTION OF AN ASPHALT ROAD (6700 DRIVE) LEADING EAST TO THE NEW
 AL8231'COMMUNITY OF EAST COUNTRY HIGHLANDS, GO EAST ALONG THE ASPHALT ROAD
 AL8231'(6700 DRIVE) FOR ABOUT 0.45 MILE (0.72 KM) TO THE STATION.
 AL8231'THE STATION IS FLUSH WITH THE GROUND, 42.5 FEET (13.0 M) NORTH OF THE
 AL8231'CENTER OF THE ASPHALT ROAD, 31.0 FEET (9.4 M) SOUTH OF THE TOP EDGE
 AL8231'OF THE BACKSLOPE, 5.0 FEET (1.5 M) NORTH OF THE TOP EDGE OF THE
 AL8231'BACKSLOPE AND 1.0 FOOT (0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8232 ***********************************************************************
 AL8232  DESIGNATION -  02 92 GPS 6
 AL8232  PID         -  AL8232
 AL8232  STATE/COUNTY-  FL/CITRUS
 AL8232  USGS QUAD   -  NOBLETON (1988)
 AL8232
 AL8232                         *CURRENT SURVEY CONTROL
 AL8232  ___________________________________________________________________
 AL8232* NAD 83(1999)-  28 40 32.64706(N)    082 19 13.62017(W)     ADJUSTED  
 AL8232* NAVD 88     -        25.0    (meters)      82.     (feet)  GPS OBS   
 AL8232  ___________________________________________________________________
 AL8232  X           -     748,364.729 (meters)                     COMP
 AL8232  Y           -  -5,549,942.986 (meters)                     COMP
 AL8232  Z           -   3,042,417.942 (meters)                     COMP
 AL8232  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AL8232  ELLIP HEIGHT-          -1.95  (meters)          (06/12/02) GPS OBS
 AL8232  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AL8232
 AL8232  HORZ ORDER  -  FIRST
 AL8232  ELLP ORDER  -  THIRD     CLASS II
 AL8232
 AL8232.The horizontal coordinates were established by GPS observations
 AL8232.and adjusted by the National Geodetic Survey in June 2002..
 AL8232
 AL8232.The orthometric height was determined by GPS observations and a
 AL8232.high-resolution geoid model.
 AL8232
 AL8232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8232
 AL8232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8232
 AL8232.The ellipsoidal height was determined by GPS observations
 AL8232.and is referenced to NAD 83.
 AL8232
 AL8232.The geoid height was determined by GEOID03.
 AL8232
 AL8232;                    North         East     Units Scale Factor Converg.
 AL8232;SPC FL W     -   481,134.923   168,680.500   MT  0.99995328   -0 09 13.6
 AL8232;SPC FL W     - 1,578,523.49    553,412.61   sFT  0.99995328   -0 09 13.6
 AL8232;UTM  17      - 3,172,774.198   370,982.710   MT  0.99980542   -0 38 01.3
 AL8232
 AL8232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8232!SPC FL W     -   1.00000031  x   0.99995328  =   0.99995359
 AL8232!UTM  17      -   1.00000031  x   0.99980542  =   0.99980573
 AL8232
 AL8232:                Primary Azimuth Mark                     Grid Az
 AL8232:SPC FL W     -  02 92 GPS 5                              085 01 09.1
 AL8232:UTM  17      -  02 92 GPS 5                              085 29 56.8
 AL8232
 AL8232|---------------------------------------------------------------------|
 AL8232| PID    Reference Object                     Distance      Geod. Az  |
 AL8232|                                                           dddmmss.s |
 AL8232| AL8231 02 92 GPS 5                         APPROX. 0.5 KM 0845155.5 |
 AL8232|---------------------------------------------------------------------|
 AL8232
 AL8232                          SUPERSEDED SURVEY CONTROL
 AL8232
 AL8232  NAD 83(1990)-  28 40 32.64560(N)    082 19 13.61947(W) AD(       ) 1
 AL8232  ELLIP H (08/26/94)   -2.01   (m)                       GP(       ) 3 2
 AL8232
 AL8232.Superseded values are not recommended for survey control.
 AL8232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8232.See file dsdata.txt to determine how the superseded data were derived.
 AL8232
 AL8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7098372774(NAD 83)
 AL8232_MARKER: DD = SURVEY DISK
 AL8232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8232_SP_SET: CONCRETE POST
 AL8232_STAMPING: 02 92 GPS 6
 AL8232_MARK LOGO: FLDT  
 AL8232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8232+STABILITY: SURFACE MOTION
 AL8232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8232+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 AL8232
 AL8232  HISTORY     - Date     Condition        Report By
 AL8232  HISTORY     - 1992     MONUMENTED       FLDT
 AL8232  HISTORY     - 20040819 GOOD             USPSQD
 AL8232
 AL8232                          STATION DESCRIPTION
 AL8232
 AL8232'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8232'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH OF FLORAL CITY, JUST
 AL8232'SOUTH OF OAK FOREST.
 AL8232'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8232'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 11.75 MILE (18.91 KM) TO THE
 AL8232'INTERSECTION OF AN ASPHALT ROAD (6700 DRIVE) LEADING EAST TO THE NEW
 AL8232'COMMUNITY OF EAST COUNTRY HIGHLANDS, GO EAST ALONG THE ASPHALT ROAD
 AL8232'(6700 DRIVE) FOR ABOUT 0.15 MILE (0.24 KM) TO THE STATION.
 AL8232'THE STATION IS FLUSH WITH THE GROUND, 42.0 FEET (12.8 M) NORTH OF THE
 AL8232'CENTER OF THE ASPHALT ROAD, 26.0 FEET (7.9 M) SOUTHEAST OF THE
 AL8232'SOUTHEAST CORNER OF A HOLDING POND, 3.5 FEET (1.1 M) NORTH OF THE TOP
 AL8232'EDGE OF THE BACKSLOPE AND 1.0 FOOT (0.3 M) NORTH OF A METAL WITNESS
 AL8232'POST.
 AL8232
 AL8232                          STATION RECOVERY (2004)
 AL8232
 AL8232'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8232'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER SQUADRON.NO
 AL8232'WITNESS POST. VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8233 ***********************************************************************
 AL8233  DESIGNATION -  02 92 GPS 7
 AL8233  PID         -  AL8233
 AL8233  STATE/COUNTY-  FL/CITRUS
 AL8233  USGS QUAD   -  NOBLETON (1988)
 AL8233
 AL8233                         *CURRENT SURVEY CONTROL
 AL8233  ___________________________________________________________________
 AL8233* NAD 83(1999)-  28 44 24.64921(N)    082 18 02.63147(W)     ADJUSTED  
 AL8233* NAVD 88     -        24.5    (meters)      80.     (feet)  GPS OBS   
 AL8233  ___________________________________________________________________
 AL8233  X           -     749,815.047 (meters)                     COMP
 AL8233  Y           -  -5,546,284.594 (meters)                     COMP
 AL8233  Z           -   3,048,682.173 (meters)                     COMP
 AL8233  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AL8233  ELLIP HEIGHT-          -2.60  (meters)          (06/12/02) GPS OBS
 AL8233  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AL8233
 AL8233  HORZ ORDER  -  FIRST
 AL8233  ELLP ORDER  -  THIRD     CLASS II
 AL8233
 AL8233.The horizontal coordinates were established by GPS observations
 AL8233.and adjusted by the National Geodetic Survey in June 2002..
 AL8233
 AL8233.The orthometric height was determined by GPS observations and a
 AL8233.high-resolution geoid model.
 AL8233
 AL8233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8233
 AL8233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8233
 AL8233.The ellipsoidal height was determined by GPS observations
 AL8233.and is referenced to NAD 83.
 AL8233
 AL8233.The geoid height was determined by GEOID03.
 AL8233
 AL8233;                    North         East     Units Scale Factor Converg.
 AL8233;SPC FL W     -   488,272.049   170,625.781   MT  0.99995182   -0 08 40.6
 AL8233;SPC FL W     - 1,601,939.21    559,794.75   sFT  0.99995182   -0 08 40.6
 AL8233;UTM  17      - 3,179,893.691   372,987.465   MT  0.99979908   -0 37 31.9
 AL8233
 AL8233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8233!SPC FL W     -   1.00000041  x   0.99995182  =   0.99995223
 AL8233!UTM  17      -   1.00000041  x   0.99979908  =   0.99979949
 AL8233
 AL8233:                Primary Azimuth Mark                     Grid Az
 AL8233:SPC FL W     -  02 92 GPS 8                              017 13 16.8
 AL8233:UTM  17      -  02 92 GPS 8                              017 42 08.1
 AL8233
 AL8233|---------------------------------------------------------------------|
 AL8233| PID    Reference Object                     Distance      Geod. Az  |
 AL8233|                                                           dddmmss.s |
 AL8233| AL8234 02 92 GPS 8                         443.082 METERS 0170436.2 |
 AL8233|---------------------------------------------------------------------|
 AL8233
 AL8233                          SUPERSEDED SURVEY CONTROL
 AL8233
 AL8233  NAD 83(1990)-  28 44 24.64775(N)    082 18 02.63077(W) AD(       ) 1
 AL8233  ELLIP H (08/26/94)   -2.67   (m)                       GP(       ) 3 2
 AL8233
 AL8233.Superseded values are not recommended for survey control.
 AL8233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8233.See file dsdata.txt to determine how the superseded data were derived.
 AL8233
 AL8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7298779894(NAD 83)
 AL8233_MARKER: DD = SURVEY DISK
 AL8233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8233_SP_SET: CONCRETE POST
 AL8233_STAMPING: 02 92 GPS 7
 AL8233_MARK LOGO: FLDT  
 AL8233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8233+STABILITY: SURFACE MOTION
 AL8233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8233+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8233
 AL8233  HISTORY     - Date     Condition        Report By
 AL8233  HISTORY     - 1992     MONUMENTED       FLDT
 AL8233  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 AL8233
 AL8233                          STATION DESCRIPTION
 AL8233
 AL8233'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8233'STATION IS LOCATED ABOUT 1 MILE (1.6 KM) NORTH OF FLORAL CITY, SOUTH
 AL8233'OF BROOKS LANE.
 AL8233'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8233'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.15 MILE (11.51 KM) TO THE
 AL8233'INTERSECTION OF BROOKS LANE AND THE STATION.
 AL8233'THE STATION IS FLUSH WITH THE GROUND, 279.0 FEET (85.0 M) SOUTH OF THE
 AL8233'CENTER OF BROOKS LANE, 27.5 FEET (8.4 M) EAST OF A METAL WITNESS SIGN
 AL8233'ON A UTILITY POLE, 24.0 FEET (7.3 M) NORTH OF THE CENTER OF AN
 AL8233'ASPHALT DRIVEWAY AND 22.0 FEET (6.7 M) WEST OF THE CENTER OF U.S. 41.
 AL8233
 AL8233                          STATION RECOVERY (2004)
 AL8233
 AL8233'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8233'WITNESS POST IN PLACE. VERIFIED LATITUDE AND LONGITUDE BY A
 AL8233'GARMIN76(GPS).
 AL8233' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8234 ***********************************************************************
 AL8234  DESIGNATION -  02 92 GPS 8
 AL8234  PID         -  AL8234
 AL8234  STATE/COUNTY-  FL/CITRUS
 AL8234  USGS QUAD   -  NOBLETON (1988)
 AL8234
 AL8234                         *CURRENT SURVEY CONTROL
 AL8234  ___________________________________________________________________
 AL8234* NAD 83(1999)-  28 44 38.40675(N)    082 17 57.83609(W)     ADJUSTED  
 AL8234* NAVD 88     -        27.0    (meters)      89.     (feet)  GPS OBS   
 AL8234  ___________________________________________________________________
 AL8234  X           -     749,917.001 (meters)                     COMP
 AL8234  Y           -  -5,546,067.560 (meters)                     COMP
 AL8234  Z           -   3,049,054.772 (meters)                     COMP
 AL8234  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AL8234  ELLIP HEIGHT-          -0.03  (meters)          (06/12/02) GPS OBS
 AL8234  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AL8234
 AL8234  HORZ ORDER  -  FIRST
 AL8234  ELLP ORDER  -  THIRD     CLASS II
 AL8234
 AL8234.The horizontal coordinates were established by GPS observations
 AL8234.and adjusted by the National Geodetic Survey in June 2002..
 AL8234
 AL8234.The orthometric height was determined by GPS observations and a
 AL8234.high-resolution geoid model.
 AL8234
 AL8234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8234
 AL8234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8234
 AL8234.The ellipsoidal height was determined by GPS observations
 AL8234.and is referenced to NAD 83.
 AL8234
 AL8234.The geoid height was determined by GEOID03.
 AL8234
 AL8234;                    North         East     Units Scale Factor Converg.
 AL8234;SPC FL W     -   488,695.247   170,756.955   MT  0.99995173   -0 08 38.3
 AL8234;SPC FL W     - 1,603,327.66    560,225.11   sFT  0.99995173   -0 08 38.3
 AL8234;UTM  17      - 3,180,315.708   373,122.167   MT  0.99979866   -0 37 29.9
 AL8234
 AL8234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8234!SPC FL W     -   1.00000000  x   0.99995173  =   0.99995173
 AL8234!UTM  17      -   1.00000000  x   0.99979866  =   0.99979866
 AL8234
 AL8234:                Primary Azimuth Mark                     Grid Az
 AL8234:SPC FL W     -  02 92 GPS 7                              197 13 16.8
 AL8234:UTM  17      -  02 92 GPS 7                              197 42 08.4
 AL8234
 AL8234|---------------------------------------------------------------------|
 AL8234| PID    Reference Object                     Distance      Geod. Az  |
 AL8234|                                                           dddmmss.s |
 AL8234| AL8233 02 92 GPS 7                         443.082 METERS 1970438.5 |
 AL8234|---------------------------------------------------------------------|
 AL8234
 AL8234                          SUPERSEDED SURVEY CONTROL
 AL8234
 AL8234  NAD 83(1990)-  28 44 38.40528(N)    082 17 57.83539(W) AD(       ) 1
 AL8234  ELLIP H (08/26/94)   -0.10   (m)                       GP(       ) 3 2
 AL8234
 AL8234.Superseded values are not recommended for survey control.
 AL8234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8234.See file dsdata.txt to determine how the superseded data were derived.
 AL8234
 AL8234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7312280316(NAD 83)
 AL8234_MARKER: DD = SURVEY DISK
 AL8234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8234_SP_SET: CONCRETE POST
 AL8234_STAMPING: 02 92 GPS 8
 AL8234_MARK LOGO: FLDT  
 AL8234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8234+STABILITY: SURFACE MOTION
 AL8234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8234+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 AL8234
 AL8234  HISTORY     - Date     Condition        Report By
 AL8234  HISTORY     - 1992     MONUMENTED       FLDT
 AL8234  HISTORY     - 20040819 GOOD             USPSQD
 AL8234
 AL8234                          STATION DESCRIPTION
 AL8234
 AL8234'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8234'STATION IS LOCATED ABOUT 1 MILE (1.6 KM) NORTH OF FLORAL CITY.
 AL8234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8234'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.05 MILE (11.35 KM) TO THE
 AL8234'KINGS RESTAURANT AND THE STATION.
 AL8234'THE STATION IS FLUSH WITH THE GROUND, 100.0 FEET (30.5 M) SOUTH OF A
 AL8234'UTILITY POLE, 44.5 FEET (13.6 M) WEST OF THE CENTER OF U.S. 41, 4.0
 AL8234'FEET (1.2 M) SOUTH OF THE PROJECTED CENTER OF THE PAVED DRIVEWAY
 AL8234'LEADING EAST TO FLORAL CITY WATER ASSOCIATION AND 3.0 FEET (0.9 M)
 AL8234'EAST OF A METAL WITNESS POST.
 AL8234
 AL8234                          STATION RECOVERY (2004)
 AL8234
 AL8234'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8234'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER SQUADRON.NO
 AL8234'WITNESS POST. VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
 AL8234' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8238 ***********************************************************************
 AL8238  DESIGNATION -  02 92 GPS 9
 AL8238  PID         -  AL8238
 AL8238  STATE/COUNTY-  FL/CITRUS
 AL8238  USGS QUAD   -  BROOKSVILLE NW (1988)
 AL8238
 AL8238                         *CURRENT SURVEY CONTROL
 AL8238  ___________________________________________________________________
 AL8238* NAD 83(1999)-  28 40 03.86275(N)    082 22 50.28289(W)     ADJUSTED  
 AL8238* NAVD 88     -        39.8    (meters)     131.     (feet)  GPS OBS   
 AL8238  ___________________________________________________________________
 AL8238  X           -     742,592.708 (meters)                     COMP
 AL8238  Y           -  -5,551,160.407 (meters)                     COMP
 AL8238  Z           -   3,041,647.599 (meters)                     COMP
 AL8238  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AL8238  ELLIP HEIGHT-          12.97  (meters)          (06/12/02) GPS OBS
 AL8238  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AL8238
 AL8238  HORZ ORDER  -  FIRST
 AL8238  ELLP ORDER  -  THIRD     CLASS II
 AL8238
 AL8238.The horizontal coordinates were established by GPS observations
 AL8238.and adjusted by the National Geodetic Survey in June 2002..
 AL8238
 AL8238.The orthometric height was determined by GPS observations and a
 AL8238.high-resolution geoid model.
 AL8238
 AL8238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8238
 AL8238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8238
 AL8238.The ellipsoidal height was determined by GPS observations
 AL8238.and is referenced to NAD 83.
 AL8238
 AL8238.The geoid height was determined by GEOID03.
 AL8238
 AL8238;                    North         East     Units Scale Factor Converg.
 AL8238;SPC FL W     -   480,266.074   162,795.481   MT  0.99995825   -0 10 57.4
 AL8238;SPC FL W     - 1,575,672.94    534,104.84   sFT  0.99995825   -0 10 57.4
 AL8238;UTM  17      - 3,171,954.784   365,091.449   MT  0.99982461   -0 39 44.8
 AL8238
 AL8238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8238!SPC FL W     -   0.99999796  x   0.99995825  =   0.99995621
 AL8238!UTM  17      -   0.99999796  x   0.99982461  =   0.99982257
 AL8238
 AL8238                          SUPERSEDED SURVEY CONTROL
 AL8238
 AL8238  NAD 83(1990)-  28 40 03.86128(N)    082 22 50.28220(W) AD(       ) 1
 AL8238  ELLIP H (08/26/94)   12.90   (m)                       GP(       ) 3 2
 AL8238
 AL8238.Superseded values are not recommended for survey control.
 AL8238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8238.See file dsdata.txt to determine how the superseded data were derived.
 AL8238
 AL8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6509171955(NAD 83)
 AL8238_MARKER: DD = SURVEY DISK
 AL8238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8238_SP_SET: CONCRETE POST
 AL8238_STAMPING: 02 92 GPS 9
 AL8238_MARK LOGO: FLDT  
 AL8238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8238+STABILITY: SURFACE MOTION
 AL8238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8238+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8238
 AL8238  HISTORY     - Date     Condition        Report By
 AL8238  HISTORY     - 1992     MONUMENTED       FLDT
 AL8238
 AL8238                          STATION DESCRIPTION
 AL8238
 AL8238'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8238'STATION IS LOCATED AT THE CITRUS - HERNANDO COUNTYLINE, ABOUT 7 MILES
 AL8238'(11.3 KM) SOUTHEAST OF FLORAL CITY.
 AL8238'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8238'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.6 MILE (12.2 KM) TO THE
 AL8238'INTERSECTION OF C.R. 480, GO WEST ON C.R. 480 FOR ABOUT 5.6 MILES
 AL8238'(9.0 KM) TO THE INTERSECTION OF OLD JONES ROAD, GO SOUTH ON OLD JONES
 AL8238'ROAD FOR ABOUT 2.3 MILES (3.7 KM) TO THE STATION, ABOUT 0.1 MILE
 AL8238'(0.2 KM) NORTH OF THE END OF THE ROAD.
 AL8238'THE STATION IS FLUSH WITH THE GROUND, 24.0 FEET (7.3 M) WEST OF THE
 AL8238'CENTER OF OLD JONES ROAD AND 5.0 FEET (1.5 M) EAST OF A METAL WITNESS
 AL8238'POST AT THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2664 ***********************************************************************
 AE2664  DESIGNATION -  02 95 A08
 AE2664  PID         -  AE2664
 AE2664  STATE/COUNTY-  FL/HERNANDO
 AE2664  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2664
 AE2664                         *CURRENT SURVEY CONTROL
 AE2664  ___________________________________________________________________
 AE2664* NAD 83(1999)-  28 40 40.40078(N)    082 29 10.46530(W)     ADJUSTED  
 AE2664* NAVD 88     -        17.0    (meters)      56.     (feet)  GPS OBS   
 AE2664  ___________________________________________________________________
 AE2664  X           -     732,286.492 (meters)                     COMP
 AE2664  Y           -  -5,551,964.779 (meters)                     COMP
 AE2664  Z           -   3,042,623.584 (meters)                     COMP
 AE2664  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AE2664  ELLIP HEIGHT-          -9.84  (meters)          (05/31/01) GPS OBS
 AE2664  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AE2664
 AE2664  HORZ ORDER  -  FIRST
 AE2664  ELLP ORDER  -  FOURTH    CLASS I
 AE2664
 AE2664.The horizontal coordinates were established by GPS observations
 AE2664.and adjusted by the National Geodetic Survey in May 2001..
 AE2664
 AE2664.The orthometric height was determined by GPS observations and a
 AE2664.high-resolution geoid model.
 AE2664
 AE2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2664
 AE2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2664
 AE2664.The ellipsoidal height was determined by GPS observations
 AE2664.and is referenced to NAD 83.
 AE2664
 AE2664.The geoid height was determined by GEOID03.
 AE2664
 AE2664;                    North         East     Units Scale Factor Converg.
 AE2664;SPC FL W     -   481,428.360   152,477.617   MT  0.99996904   -0 14 00.0
 AE2664;SPC FL W     - 1,579,486.21    500,253.65   sFT  0.99996904   -0 14 00.0
 AE2664;UTM  17      - 3,173,203.300   354,784.933   MT  0.99986024   -0 42 48.1
 AE2664
 AE2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2664!SPC FL W     -   1.00000155  x   0.99996904  =   0.99997059
 AE2664!UTM  17      -   1.00000155  x   0.99986024  =   0.99986179
 AE2664
 AE2664                          SUPERSEDED SURVEY CONTROL
 AE2664
 AE2664  NAD 83(1990)-  28 40 40.39910(N)    082 29 10.46465(W) AD(       ) 1
 AE2664  ELLIP H (08/18/97)   -9.91   (m)                       GP(       ) 4 1
 AE2664
 AE2664.Superseded values are not recommended for survey control.
 AE2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2664.See file dsdata.txt to determine how the superseded data were derived.
 AE2664
 AE2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5478573203(NAD 83)
 AE2664_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2664_STAMPING: 02 95 A08
 AE2664_MARK LOGO: FLDT  
 AE2664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2664+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2664
 AE2664  HISTORY     - Date     Condition        Report By
 AE2664  HISTORY     - 1995     MONUMENTED       FLDT
 AE2664
 AE2664                          STATION DESCRIPTION
 AE2664
 AE2664'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995
 AE2664'THE STATION IS LOCATED APPROXIMATELY 10.2 MI (16.4 KM) NORTHWEST OF
 AE2664'BROOKSVILLE, 14.5 MI (23.3 KM) SOUTHWEST OF INVERNESS, AND 16.8 MI
 AE2664'(27.0 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2664'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2664'BOULEVARD AND STATE ROAD 700) AND STATE ROAD 50A, PROCEED NORTH, THEN
 AE2664'NORTHWEST, ON US HIGHWAY 98 FOR 10.7 MI (17.2 KM) TO THE STATION ON
 AE2664'THE LEFT, A BRASS FLORIDA DOT DISC SET IN THE TOP OF A 6-INCH DIAMETER
 AE2664'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE2664'STATION IS 0.1 MI (0.2 KM) NORTHWEST OF THE ENTRANCE TO WORLD WOODS
 AE2664'GOLF RESORT, 56.0 FT (17.1 M) SOUTHWEST OF THE CENTERLINE OF US
 AE2664'HIGHWAY 98, 14.6 FT (4.5 M) NORTHEAST OF A BARBED WIRE FENCE, AND 14.0
 AE2664'FT (4.3 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9279 ***********************************************************************
 DG9279  DESIGNATION -  02179002
 DG9279  PID         -  DG9279
 DG9279  STATE/COUNTY-  FL/PUTNAM
 DG9279  USGS QUAD   -  RODMAN (1993)
 DG9279
 DG9279                         *CURRENT SURVEY CONTROL
 DG9279  ___________________________________________________________________
 DG9279* NAD 83(1986)-  29 31 32.     (N)    081 46 14.     (W)     SCALED    
 DG9279* NAVD 88     -         7.343  (meters)      24.09   (feet)  ADJUSTED  
 DG9279  ___________________________________________________________________
 DG9279  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DG9279  DYNAMIC HT  -           7.333 (meters)      24.06  (feet)  COMP
 DG9279  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 DG9279
 DG9279  VERT ORDER  -  SECOND    CLASS I
 DG9279
 DG9279.The horizontal coordinates were scaled from a topographic map and have
 DG9279.an estimated accuracy of +/- 6 seconds.
 DG9279
 DG9279.The orthometric height was determined by differential leveling
 DG9279.and adjusted by the National Geodetic Survey in June 2005..
 DG9279
 DG9279.Photographs are available for this station.
 DG9279
 DG9279.The geoid height was determined by GEOID03.
 DG9279
 DG9279.The dynamic height is computed by dividing the NAVD 88
 DG9279.geopotential number by the normal gravity value computed on the
 DG9279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9279.degrees latitude (g = 980.6199 gals.).
 DG9279
 DG9279.The modeled gravity was interpolated from observed gravity values.
 DG9279
 DG9279;                    North         East    Units  Estimated Accuracy
 DG9279;SPC FL E     -   575,530.      125,300.      MT  (+/- 180 meters Scaled)
 DG9279
 DG9279                          SUPERSEDED SURVEY CONTROL
 DG9279
 DG9279.No superseded survey control is available for this station.
 DG9279
 DG9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN253664(NAD 83)
 DG9279_MARKER: DD = SURVEY DISK
 DG9279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9279_STAMPING: 02-179-0-02
 DG9279_MARK LOGO: SJRWMD
 DG9279_PROJECTION: FLUSH
 DG9279_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9279+STABILITY: SURFACE MOTION
 DG9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9279+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 DG9279
 DG9279  HISTORY     - Date     Condition        Report By
 DG9279  HISTORY     - 2002     MONUMENTED       SJRWMD
 DG9279  HISTORY     - 20030711 GOOD             FLDEP
 DG9279
 DG9279                          STATION DESCRIPTION
 DG9279
 DG9279'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9279'THE MARK IS ABOUT 22.0 MI NORTHEAST OF FORT MC COY, 12.1 MI
 DG9279'NORTH-NORTHWEST OF SALT  SPRINGS, IN SECTION 37, TOWNSHIP 11 SOUTH,
 DG9279'RANGE 25 EAST.
 DG9279' 
 DG9279'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG9279'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON
 DG9279'STATE HIGHWAY 19 FOR 11.65 MI TO  THE JUNCTION OF NORTHEAST 203RD
 DG9279'AVENUE ON THE LEFT, TURN LEFT ON NORTHEAST 203RD  AVENUE AND GO
 DG9279'WESTERLY FOR 1.0 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DG9279'ROUND  CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DG9279'NORTHEAST 203RD  AVENUE.
 DG9279' 
 DG9279'LOCATED 51.6 FT NORTH OF THE CENTERLINE OF NORTHEAST 203RD AVENUE,
 DG9279'26.7 FT EAST OF A  12-INCH PALM TREE, 9.3 FT EAST OF A 6-INCH OAK TREE
 DG9279'AND 0.8 FT SOUTH OF A SJRWMD WITNESS  POST.
 DG9279' 
 DG9279'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9279'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9278 ***********************************************************************
 DG9278  DESIGNATION -  02180002
 DG9278  PID         -  DG9278
 DG9278  STATE/COUNTY-  FL/PUTNAM
 DG9278  USGS QUAD   -  RODMAN (1993)
 DG9278
 DG9278                         *CURRENT SURVEY CONTROL
 DG9278  ___________________________________________________________________
 DG9278* NAD 83(1986)-  29 31 24.     (N)    081 47 21.     (W)     SCALED    
 DG9278* NAVD 88     -         8.268  (meters)      27.13   (feet)  ADJUSTED  
 DG9278  ___________________________________________________________________
 DG9278  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DG9278  DYNAMIC HT  -           8.257 (meters)      27.09  (feet)  COMP
 DG9278  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 DG9278
 DG9278  VERT ORDER  -  SECOND    CLASS I
 DG9278
 DG9278.The horizontal coordinates were scaled from a topographic map and have
 DG9278.an estimated accuracy of +/- 6 seconds.
 DG9278
 DG9278.The orthometric height was determined by differential leveling
 DG9278.and adjusted by the National Geodetic Survey in June 2005..
 DG9278
 DG9278.Photographs are available for this station.
 DG9278
 DG9278.The geoid height was determined by GEOID03.
 DG9278
 DG9278.The dynamic height is computed by dividing the NAVD 88
 DG9278.geopotential number by the normal gravity value computed on the
 DG9278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9278.degrees latitude (g = 980.6199 gals.).
 DG9278
 DG9278.The modeled gravity was interpolated from observed gravity values.
 DG9278
 DG9278;                    North         East    Units  Estimated Accuracy
 DG9278;SPC FL E     -   575,290.      123,500.      MT  (+/- 180 meters Scaled)
 DG9278
 DG9278                          SUPERSEDED SURVEY CONTROL
 DG9278
 DG9278.No superseded survey control is available for this station.
 DG9278
 DG9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN235662(NAD 83)
 DG9278_MARKER: DD = SURVEY DISK
 DG9278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9278_STAMPING: 02-180-0-02
 DG9278_MARK LOGO: SJRWMD
 DG9278_PROJECTION: RECESSED 5 CENTIMETERS
 DG9278_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9278+STABILITY: SURFACE MOTION
 DG9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9278+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 DG9278
 DG9278  HISTORY     - Date     Condition        Report By
 DG9278  HISTORY     - 2002     MONUMENTED       SJRWMD
 DG9278  HISTORY     - 20030711 GOOD             FLDEP
 DG9278
 DG9278                          STATION DESCRIPTION
 DG9278
 DG9278'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9278'THE MARK IS ABOUT 21.0 MI NORTHEAST OF FORT MC COY, 12.2 MI
 DG9278'NORTH-NORTHWEST OF SALT  SPRINGS, IN SECTION 37, TOWNSHIP 11 SOUTH,
 DG9278'RANGE 25 EAST.
 DG9278' 
 DG9278'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG9278'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON
 DG9278'STATE HIGHWAY 19 FOR 11.65 MI TO  THE JUNCTION OF NORTHEAST 203RD
 DG9278'AVENUE ON THE LEFT, TURN LEFT ON NORTHEAST 203RD  AVENUE AND GO
 DG9278'WESTERLY FOR 2.1 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DG9278'ROUND  CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DG9278'AND BELOW THE LEVEL  OF NORTHEAST 203RD AVENUE.
 DG9278' 
 DG9278'LOCATED 53.4 FT SOUTH OF THE CENTERLINE OF NORTHEAST 203RD AVENUE AND
 DG9278'1.0 FT NORTH OF A  SJRWMD WITNESS POST.
 DG9278' 
 DG9278'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9278'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH1952 ***********************************************************************
 AH1952  DESIGNATION -  03 87 A37
 AH1952  PID         -  AH1952
 AH1952  STATE/COUNTY-  FL/COLLIER
 AH1952  USGS QUAD   -  MILES CITY (1983)
 AH1952
 AH1952                         *CURRENT SURVEY CONTROL
 AH1952  ___________________________________________________________________
 AH1952* NAD 83(1986)-  26 10 03.     (N)    081 20 39.     (W)     SCALED    
 AH1952* NAVD 88     -         4.736  (meters)      15.54   (feet)  ADJUSTED  
 AH1952  ___________________________________________________________________
 AH1952  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AH1952  DYNAMIC HT  -           4.728 (meters)      15.51  (feet)  COMP
 AH1952  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AH1952
 AH1952  VERT ORDER  -  SECOND    CLASS II
 AH1952
 AH1952.The horizontal coordinates were scaled from a topographic map and have
 AH1952.an estimated accuracy of +/- 6 seconds.
 AH1952
 AH1952.The orthometric height was determined by differential leveling
 AH1952.and adjusted by the National Geodetic Survey in December 2001..
 AH1952.No vertical observational check was made to the station.
 AH1952
 AH1952.The geoid height was determined by GEOID03.
 AH1952
 AH1952.The dynamic height is computed by dividing the NAVD 88
 AH1952.geopotential number by the normal gravity value computed on the
 AH1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1952.degrees latitude (g = 980.6199 gals.).
 AH1952
 AH1952.The modeled gravity was interpolated from observed gravity values.
 AH1952
 AH1952;                    North         East    Units  Estimated Accuracy
 AH1952;SPC FL E     -   203,220.      165,590.      MT  (+/- 180 meters Scaled)
 AH1952
 AH1952                          SUPERSEDED SURVEY CONTROL
 AH1952
 AH1952.No superseded survey control is available for this station.
 AH1952
 AH1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656942(NAD 83)
 AH1952_MARKER: DD = SURVEY DISK
 AH1952_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH1952_STAMPING: 03 87 A37
 AH1952_MARK LOGO: FLDT  
 AH1952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1952
 AH1952  HISTORY     - Date     Condition        Report By
 AH1952  HISTORY     - 1987     MONUMENTED       FLDT
 AH1952  HISTORY     - 19940220 GOOD             FLDT
 AH1952
 AH1952                          STATION DESCRIPTION
 AH1952
 AH1952'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1952'STATION IS LOCATED APPROXIMATELY 28 MILES (45.1 KM) EAST OF NAPLES, IN
 AH1952'THE MEDIAN OF STATE ROAD 29. TO REACH THE STATION FROM THE WEST TOLL
 AH1952'BOOTH ON INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY) AT NAPLES, PROCEED
 AH1952'EAST 19.6 MILES (31.5 KM) ON INTERSTATE HIGHWAY 75 TO THE STATE ROAD
 AH1952'29 OVERPASS, PROCEED NORTH ON STATE ROAD 29 FOR 1.0 MILE (1.6 KM) AND
 AH1952'THE STATION. STATION IS RECESSED 6 INCHES, 2.6 FEET (0.8 M) WEST OF A
 AH1952'METAL GUARDRAIL, 3.0 FEET (0.9 M) WEST OF A METAL WITNESS POST AND
 AH1952'13.5 FEET (4.1 M) EAST OF THE CENTER OF STATE ROAD 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH1954 ***********************************************************************
 AH1954  DESIGNATION -  03 87 A38
 AH1954  PID         -  AH1954
 AH1954  STATE/COUNTY-  FL/COLLIER
 AH1954  USGS QUAD   -  MILES CITY (1983)
 AH1954
 AH1954                         *CURRENT SURVEY CONTROL
 AH1954  ___________________________________________________________________
 AH1954* NAD 83(1986)-  26 10 31.     (N)    081 20 39.     (W)     SCALED    
 AH1954* NAVD 88     -         5.064  (meters)      16.61   (feet)  ADJUSTED  
 AH1954  ___________________________________________________________________
 AH1954  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AH1954  DYNAMIC HT  -           5.056 (meters)      16.59  (feet)  COMP
 AH1954  MODELED GRAV-     979,036.9   (mgal)                       NAVD 88
 AH1954
 AH1954  VERT ORDER  -  SECOND    CLASS II
 AH1954
 AH1954.The horizontal coordinates were scaled from a topographic map and have
 AH1954.an estimated accuracy of +/- 6 seconds.
 AH1954
 AH1954.The orthometric height was determined by differential leveling
 AH1954.and adjusted by the National Geodetic Survey in December 2001..
 AH1954.No vertical observational check was made to the station.
 AH1954
 AH1954.The geoid height was determined by GEOID03.
 AH1954
 AH1954.The dynamic height is computed by dividing the NAVD 88
 AH1954.geopotential number by the normal gravity value computed on the
 AH1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1954.degrees latitude (g = 980.6199 gals.).
 AH1954
 AH1954.The modeled gravity was interpolated from observed gravity values.
 AH1954
 AH1954;                    North         East    Units  Estimated Accuracy
 AH1954;SPC FL E     -   204,080.      165,600.      MT  (+/- 180 meters Scaled)
 AH1954
 AH1954                          SUPERSEDED SURVEY CONTROL
 AH1954
 AH1954.No superseded survey control is available for this station.
 AH1954
 AH1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656951(NAD 83)
 AH1954_MARKER: DD = SURVEY DISK
 AH1954_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH1954_STAMPING: 03 87 A38
 AH1954_MARK LOGO: FLDT  
 AH1954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1954
 AH1954  HISTORY     - Date     Condition        Report By
 AH1954  HISTORY     - 1987     MONUMENTED       FLDT
 AH1954  HISTORY     - 19940220 GOOD             FLDT
 AH1954
 AH1954                          STATION DESCRIPTION
 AH1954
 AH1954'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1954'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) NORTHEAST OF
 AH1954'NAPLES, IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM
 AH1954'INTERSECTION OF STATE ROAD 29 AND INTERSTATE HIGHWAY 75, PROCEED 1.25
 AH1954'MILES (2.01 KM) NORTH ALONG STATE ROAD 29 TO STATION. STATION IS
 AH1954'RECESSED 4 INCHES, 1.8 FEET (0.5 M) WEST OF A METAL GUARDRAIL, 2.3
 AH1954'FEET (0.7 M) WEST OF A METAL WITNESS POST AND 13.3 FEET (4.1 M) EAST
 AH1954'OF THE CENTER OF STATE ROAD 29 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH1955 ***********************************************************************
 AH1955  DESIGNATION -  03 87 A39
 AH1955  PID         -  AH1955
 AH1955  STATE/COUNTY-  FL/COLLIER
 AH1955  USGS QUAD   -  MILES CITY (1983)
 AH1955
 AH1955                         *CURRENT SURVEY CONTROL
 AH1955  ___________________________________________________________________
 AH1955* NAD 83(1986)-  26 10 56.     (N)    081 20 39.     (W)     SCALED    
 AH1955* NAVD 88     -         5.708  (meters)      18.73   (feet)  ADJUSTED  
 AH1955  ___________________________________________________________________
 AH1955  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AH1955  DYNAMIC HT  -           5.698 (meters)      18.69  (feet)  COMP
 AH1955  MODELED GRAV-     979,037.4   (mgal)                       NAVD 88
 AH1955
 AH1955  VERT ORDER  -  SECOND    CLASS II
 AH1955
 AH1955.The horizontal coordinates were scaled from a topographic map and have
 AH1955.an estimated accuracy of +/- 6 seconds.
 AH1955
 AH1955.The orthometric height was determined by differential leveling
 AH1955.and adjusted by the National Geodetic Survey in December 2001..
 AH1955.No vertical observational check was made to the station.
 AH1955
 AH1955.The geoid height was determined by GEOID03.
 AH1955
 AH1955.The dynamic height is computed by dividing the NAVD 88
 AH1955.geopotential number by the normal gravity value computed on the
 AH1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1955.degrees latitude (g = 980.6199 gals.).
 AH1955
 AH1955.The modeled gravity was interpolated from observed gravity values.
 AH1955
 AH1955;                    North         East    Units  Estimated Accuracy
 AH1955;SPC FL E     -   204,850.      165,600.      MT  (+/- 180 meters Scaled)
 AH1955
 AH1955                          SUPERSEDED SURVEY CONTROL
 AH1955
 AH1955.No superseded survey control is available for this station.
 AH1955
 AH1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656959(NAD 83)
 AH1955_MARKER: DD = SURVEY DISK
 AH1955_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH1955_STAMPING: 03 87 A39
 AH1955_MARK LOGO: FLDT  
 AH1955_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1955
 AH1955  HISTORY     - Date     Condition        Report By
 AH1955  HISTORY     - 1987     MONUMENTED       FLDT
 AH1955  HISTORY     - 19940220 GOOD             FLDT
 AH1955
 AH1955                          STATION DESCRIPTION
 AH1955
 AH1955'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1955'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) NORTHEAST OF
 AH1955'NAPLES, IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM
 AH1955'INTERSECTION OF STATE ROAD 29 AND INTERSTATE HIGHWAY 75, PROCEED 1.75
 AH1955'MILES (2.82 KM) NORTH ALONG STATE ROAD 29 TO STATION. STATION IS
 AH1955'RECESSED 4 INCHES, 2.4 FEET (0.7 M) WEST OF A METAL GUARDRAIL, 3.0
 AH1955'FEET (0.9 M) WEST OF A METAL WITNESS POST AND 12.5 FEET (3.8 M) EAST
 AH1955'OF THE CENTER OF STATE ROAD 29 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH1957 ***********************************************************************
 AH1957  DESIGNATION -  03 87 A40
 AH1957  PID         -  AH1957
 AH1957  STATE/COUNTY-  FL/COLLIER
 AH1957  USGS QUAD   -  MILES CITY (1983)
 AH1957
 AH1957                         *CURRENT SURVEY CONTROL
 AH1957  ___________________________________________________________________
 AH1957* NAD 83(1986)-  26 11 26.     (N)    081 20 39.     (W)     SCALED    
 AH1957* NAVD 88     -         5.607  (meters)      18.40   (feet)  ADJUSTED  
 AH1957  ___________________________________________________________________
 AH1957  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AH1957  DYNAMIC HT  -           5.597 (meters)      18.36  (feet)  COMP
 AH1957  MODELED GRAV-     979,037.9   (mgal)                       NAVD 88
 AH1957
 AH1957  VERT ORDER  -  SECOND    CLASS II
 AH1957
 AH1957.The horizontal coordinates were scaled from a topographic map and have
 AH1957.an estimated accuracy of +/- 6 seconds.
 AH1957
 AH1957.The orthometric height was determined by differential leveling
 AH1957.and adjusted by the National Geodetic Survey in December 2001..
 AH1957.No vertical observational check was made to the station.
 AH1957
 AH1957.The geoid height was determined by GEOID03.
 AH1957
 AH1957.The dynamic height is computed by dividing the NAVD 88
 AH1957.geopotential number by the normal gravity value computed on the
 AH1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1957.degrees latitude (g = 980.6199 gals.).
 AH1957
 AH1957.The modeled gravity was interpolated from observed gravity values.
 AH1957
 AH1957;                    North         East    Units  Estimated Accuracy
 AH1957;SPC FL E     -   205,770.      165,600.      MT  (+/- 180 meters Scaled)
 AH1957
 AH1957                          SUPERSEDED SURVEY CONTROL
 AH1957
 AH1957.No superseded survey control is available for this station.
 AH1957
 AH1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656968(NAD 83)
 AH1957_MARKER: DD = SURVEY DISK
 AH1957_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH1957_STAMPING: 03 87 A40
 AH1957_MARK LOGO: FLDT  
 AH1957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1957
 AH1957  HISTORY     - Date     Condition        Report By
 AH1957  HISTORY     - 1987     MONUMENTED       FLDT
 AH1957  HISTORY     - 19940220 GOOD             FLDT
 AH1957
 AH1957                          STATION DESCRIPTION
 AH1957
 AH1957'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1957'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) NORTHEAST OF
 AH1957'NAPLES, IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM
 AH1957'INTERSECTION OF STATE ROAD 29 AND INTERSTATE HIGHWAY 75, PROCEED 2.35
 AH1957'MILES (3.78 KM) NORTH ALONG STATE ROAD 29 TO STATION. STATION IS
 AH1957'RECESSED 3 INCHES, 2.4 FEET (0.7 M) WEST OF A METAL GUARDRAIL, 3.0
 AH1957'FEET (0.9 M) WEST OF METAL WITNESS POST AND 13.0 FEET (4.0 M) EAST OF
 AH1957'THE CENTER OF STATE ROAD 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7324 ***********************************************************************
 AJ7324  DESIGNATION -  03 87 A42
 AJ7324  PID         -  AJ7324
 AJ7324  STATE/COUNTY-  FL/COLLIER
 AJ7324  USGS QUAD   -  MILES CITY (1983)
 AJ7324
 AJ7324                         *CURRENT SURVEY CONTROL
 AJ7324  ___________________________________________________________________
 AJ7324* NAD 83(1999)-  26 12 18.84035(N)    081 20 45.99465(W)     ADJUSTED  
 AJ7324* NAVD 88     -         5.462  (meters)      17.92   (feet)  ADJUSTED  
 AJ7324  ___________________________________________________________________
 AJ7324  X           -     861,609.476 (meters)                     COMP
 AJ7324  Y           -  -5,661,109.223 (meters)                     COMP
 AJ7324  Z           -   2,799,472.266 (meters)                     COMP
 AJ7324  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AJ7324  ELLIP HEIGHT-         -18.83  (meters)          (12/12/02) GPS OBS
 AJ7324  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AJ7324  DYNAMIC HT  -           5.453 (meters)      17.89  (feet)  COMP
 AJ7324  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 AJ7324
 AJ7324  HORZ ORDER  -  FIRST
 AJ7324  VERT ORDER  -  FIRST     CLASS II
 AJ7324  ELLP ORDER  -  FOURTH    CLASS I
 AJ7324
 AJ7324.The horizontal coordinates were established by GPS observations
 AJ7324.and adjusted by the National Geodetic Survey in December 2002..
 AJ7324
 AJ7324.The orthometric height was determined by differential leveling
 AJ7324.and adjusted by the National Geodetic Survey in February 2002..
 AJ7324
 AJ7324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7324
 AJ7324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7324
 AJ7324.The ellipsoidal height was determined by GPS observations
 AJ7324.and is referenced to NAD 83.
 AJ7324
 AJ7324.The geoid height was determined by GEOID03.
 AJ7324
 AJ7324.The dynamic height is computed by dividing the NAVD 88
 AJ7324.geopotential number by the normal gravity value computed on the
 AJ7324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7324.degrees latitude (g = 980.6199 gals.).
 AJ7324
 AJ7324.The modeled gravity was interpolated from observed gravity values.
 AJ7324
 AJ7324;                    North         East     Units Scale Factor Converg.
 AJ7324;SPC FL E     -   207,397.367   165,410.633   MT  0.99995594   -0 09 10.2
 AJ7324;SPC FL E     -   680,436.19    542,684.72   sFT  0.99995594   -0 09 10.2
 AJ7324;UTM  17      - 2,898,458.585   465,422.435   MT  0.99961476   -0 09 10.2
 AJ7324
 AJ7324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7324!SPC FL E     -   1.00000296  x   0.99995594  =   0.99995890
 AJ7324!UTM  17      -   1.00000296  x   0.99961476  =   0.99961772
 AJ7324
 AJ7324|---------------------------------------------------------------------|
 AJ7324| PID    Reference Object                     Distance      Geod. Az  |
 AJ7324|                                                           dddmmss.s |
 AJ7324| AJ7305 A 521                                60.231 METERS 17952     |
 AJ7324|---------------------------------------------------------------------|
 AJ7324
 AJ7324                          SUPERSEDED SURVEY CONTROL
 AJ7324
 AJ7324  NAVD 88 (12/12/02)    5.46   (m)           17.9    (f) LEVELING    3  
 AJ7324
 AJ7324.Superseded values are not recommended for survey control.
 AJ7324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7324.See file dsdata.txt to determine how the superseded data were derived.
 AJ7324
 AJ7324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6542298459(NAD 83)
 AJ7324_MARKER: DD = SURVEY DISK
 AJ7324_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ7324_STAMPING: 0387 A42
 AJ7324_MARK LOGO: FLDT  
 AJ7324_PROJECTION: PROJECTING 0 CENTIMETERS
 AJ7324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7324+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 AJ7324
 AJ7324  HISTORY     - Date     Condition        Report By
 AJ7324  HISTORY     - 198703   MONUMENTED       FLDT
 AJ7324  HISTORY     - 200105   GOOD             FOST
 AJ7324  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7324
 AJ7324                          STATION DESCRIPTION
 AJ7324
 AJ7324'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7324'THE MONUMENT IS LOCATED 4.4 MILES (7.08 KM) SOUTH OF SUNNILAND, FL.
 AJ7324'AND 24.6 MILES (39.59 KM) NORTH OF
 AJ7324'EVERGLADES CITY, FL. IN SECTION 17, TOWNSHIP 49 SOUTH, RANGE 30 EAST.
 AJ7324' 
 AJ7324'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7324' 
 AJ7324'TO REACH THE MONUMENT FROM THE STATE ROAD 29 AND I-75 INTERCHANGE, IN
 AJ7324'MILES CITY,  GO 3.5 MILES (5.63 KM) NORTH
 AJ7324'ON STATE ROAD 29 AND THE MONUMENT IS ON THE EAST SIDE (RIGHT) OF THE
 AJ7324'ROAD. THE MONUMENT IS 17.4
 AJ7324'MILES (28.00 KM) SOUTH OF THE INTERSECTION OF STATE ROAD 29 AND 9TH
 AJ7324'STREET IN IMMOKALEE, FL.
 AJ7324' 
 AJ7324'THE MONUMENT IS 43.4 FEET (13.23 M) EAST OF THE CENTERLINE OF STATE
 AJ7324'ROAD 29, 5.0 FEET (1.52 M) WEST OF
 AJ7324'THE EAST GUARDRAIL, 190.0 FEET (57.91 M) NORTH OF THE MONUMENT A 521
 AJ7324'AND 5.5 FEET (1.68 M) WEST OF A
 AJ7324'METAL WITNESS POST WITH A BLANK SIGN. THE MONUMENT IS A BRASS DISK SET
 AJ7324'IN A PRE-CAST CONCRETE
 AJ7324'POST.
 AJ7324
 AJ7324                          STATION RECOVERY (2002)
 AJ7324
 AJ7324'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7324'RECOVERED AS DESCRIBED
 AJ7324'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH6878 ***********************************************************************
 DH6878  DESIGNATION -  03002002
 DH6878  PID         -  DH6878
 DH6878  STATE/COUNTY-  FL/LAKE
 DH6878  USGS QUAD   -  PAISLEY (1984)
 DH6878
 DH6878                         *CURRENT SURVEY CONTROL
 DH6878  ___________________________________________________________________
 DH6878* NAD 83(1986)-  28 52 37.     (N)    081 32 33.     (W)     SCALED    
 DH6878* NAVD 88     -        27.309  (meters)      89.60   (feet)  ADJUSTED  
 DH6878  ___________________________________________________________________
 DH6878  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DH6878  DYNAMIC HT  -          27.271 (meters)      89.47  (feet)  COMP
 DH6878  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 DH6878
 DH6878  VERT ORDER  -  SECOND    CLASS I
 DH6878
 DH6878.The horizontal coordinates were scaled from a topographic map and have
 DH6878.an estimated accuracy of +/- 6 seconds.
 DH6878
 DH6878.The orthometric height was determined by differential leveling
 DH6878.and adjusted by the National Geodetic Survey in January 2006..
 DH6878
 DH6878.The geoid height was determined by GEOID03.
 DH6878
 DH6878.The dynamic height is computed by dividing the NAVD 88
 DH6878.geopotential number by the normal gravity value computed on the
 DH6878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6878.degrees latitude (g = 980.6199 gals.).
 DH6878
 DH6878.The modeled gravity was interpolated from observed gravity values.
 DH6878
 DH6878;                    North         East    Units  Estimated Accuracy
 DH6878;SPC FL E     -   503,510.      147,080.      MT  (+/- 180 meters Scaled)
 DH6878
 DH6878                          SUPERSEDED SURVEY CONTROL
 DH6878
 DH6878.No superseded survey control is available for this station.
 DH6878
 DH6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM470944(NAD 83)
 DH6878_MARKER: DD = SURVEY DISK
 DH6878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6878_STAMPING: 03-002-0-02
 DH6878_MARK LOGO: SJRWMD
 DH6878_PROJECTION: RECESSED 8 CENTIMETERS
 DH6878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6878+STABILITY: SURFACE MOTION
 DH6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6878+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6878
 DH6878  HISTORY     - Date     Condition        Report By
 DH6878  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH6878  HISTORY     - 20040719 GOOD             FLDEP
 DH6878
 DH6878                          STATION DESCRIPTION
 DH6878
 DH6878'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6878'THE MARK IS ABOUT 18.0 MI WEST OF DELAND, 9.0 MI EAST OF EUSTIS, IN
 DH6878'SECTION 31, TOWNSHIP 18  SOUTH, RANGE 28 EAST.
 DH6878' 
 DH6878'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6878'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6878'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6878'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6878'BYPASS), TURN LEFT ON COUNTY ROAD 44A AND GO NORTH FOR 1.1 MI TO THE
 DH6878'T-JUNCTION OF STATE HIGHWAY 44, EUSTIS BYPASS AND COUNTY ROAD 44A,
 DH6878'TURN RIGHT ON  COUNTY ROAD 44A AND GO EAST FOR 3.25 MI TO THE
 DH6878'INTERSECTION OF COUNTY ROAD 439,  CONTINUE EASTERLY ON COUNTY ROAD 44A
 DH6878'(DELAND ROAD) FOR 3.2 MI TO THE JUNCTION OF COUNTY  ROAD 437 ON THE
 DH6878'RIGHT, CONTINUE EAST ON COUNTY ROAD 44A (DELAND ROAD) FOR 0.45 MI TO
 DH6878'THE  JUNCTION OF LAKE NORRIS ROAD ON THE LEFT AND THE MARK ON THE
 DH6878'LEFT, SET IN THE TOP OF A  CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE
 DH6878'LEVEL OF THE GROUND AND ABOUT LEVEL  WITH COUNTY ROAD 44A.
 DH6878' 
 DH6878'LOCATED 48.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DH6878'44A, 39.6 FT WEST OF  THE APPROXIMATE CENTERLINE OF LAKE NORRIS ROAD,
 DH6878'25.5 FT NORTHEAST OF POWER POLE  NUMBER 1504 WITH 1 TRANSFORMER
 DH6878'ATTACHED AND 1.1 FT SOUTHEAST OF A LAKE COUNTY METAL  WITNESS POST.
 DH6878' 
 DH6878'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH6878'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH6880 ***********************************************************************
 DH6880  DESIGNATION -  03004002
 DH6880  PID         -  DH6880
 DH6880  STATE/COUNTY-  FL/LAKE
 DH6880  USGS QUAD   -  PAISLEY (1984)
 DH6880
 DH6880                         *CURRENT SURVEY CONTROL
 DH6880  ___________________________________________________________________
 DH6880* NAD 83(1986)-  28 54 32.     (N)    081 32 34.     (W)     SCALED    
 DH6880* NAVD 88     -        14.993  (meters)      49.19   (feet)  ADJUSTED  
 DH6880  ___________________________________________________________________
 DH6880  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DH6880  DYNAMIC HT  -          14.972 (meters)      49.12  (feet)  COMP
 DH6880  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 DH6880
 DH6880  VERT ORDER  -  SECOND    CLASS I
 DH6880
 DH6880.The horizontal coordinates were scaled from a topographic map and have
 DH6880.an estimated accuracy of +/- 6 seconds.
 DH6880
 DH6880.The orthometric height was determined by differential leveling
 DH6880.and adjusted by the National Geodetic Survey in January 2006..
 DH6880.No vertical observational check was made to the station.
 DH6880
 DH6880.The geoid height was determined by GEOID03.
 DH6880
 DH6880.The dynamic height is computed by dividing the NAVD 88
 DH6880.geopotential number by the normal gravity value computed on the
 DH6880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6880.degrees latitude (g = 980.6199 gals.).
 DH6880
 DH6880.The modeled gravity was interpolated from observed gravity values.
 DH6880
 DH6880;                    North         East    Units  Estimated Accuracy
 DH6880;SPC FL E     -   507,050.      147,070.      MT  (+/- 180 meters Scaled)
 DH6880
 DH6880                          SUPERSEDED SURVEY CONTROL
 DH6880
 DH6880.No superseded survey control is available for this station.
 DH6880
 DH6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM470980(NAD 83)
 DH6880_MARKER: DD = SURVEY DISK
 DH6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6880_STAMPING: 03-004-0-02
 DH6880_MARK LOGO: SJRWMD
 DH6880_PROJECTION: FLUSH
 DH6880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6880+STABILITY: SURFACE MOTION
 DH6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6880+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6880
 DH6880  HISTORY     - Date     Condition        Report By
 DH6880  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH6880  HISTORY     - 20040719 GOOD             FLDEP
 DH6880
 DH6880                          STATION DESCRIPTION
 DH6880
 DH6880'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6880'THE MARK IS ABOUT 16.0 MI WEST OF DELAND, 11.0 MI EAST OF EUSTIS, IN
 DH6880'SECTION 19, TOWNSHIP 18  SOUTH, RANGE 28 EAST.
 DH6880' 
 DH6880'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6880'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6880'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6880'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6880'BYPASS), TURN LEFT ON COUNTY ROAD 44A AND GO NORTH FOR 1.1 MI TO THE
 DH6880'T-JUNCTION OF STATE HIGHWAY 44, EUSTIS BYPASS AND COUNTY ROAD 44A,
 DH6880'TURN RIGHT ON  COUNTY ROAD 44A AND GO EAST FOR 3.25 MI TO THE
 DH6880'INTERSECTION OF COUNTY ROAD 439,  CONTINUE EASTERLY ON COUNTY ROAD 44A
 DH6880'(DELAND ROAD) FOR 3.2 MI TO THE JUNCTION OF COUNTY  ROAD 437 ON THE
 DH6880'RIGHT, CONTINUE EAST ON COUNTY ROAD 44A (DELAND ROAD) FOR 0.45 MI TO
 DH6880'THE  JUNCTION OF LAKE NORRIS ROAD ON THE LEFT, TURN LEFT ON LAKE
 DH6880'NORRIS ROAD AND GO NORTH  FOR 2.15 MI TO THE MARK ON THE LEFT, SET IN
 DH6880'THE TOP OF A CONCRETE MONUMENT FLUSH WITH  THE GROUND AND LEVEL WITH
 DH6880'LAKE NORRIS ROAD.
 DH6880' 
 DH6880'LOCATED 15.3 FT WEST OF THE CENTERLINE OF LAKE NORRIS ROAD, 7.0 FT
 DH6880'SOUTHEAST OF A 20-INCH  PALM TREE, 5.0 FT EAST OF A BARBWIRE FENCE AND
 DH6880'2.0 FT EAST OF POWER POLE NUMBER 105863  WITH A SJRWMD WITNESS SIGN
 DH6880'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9489 ***********************************************************************
 AG9489  DESIGNATION -  043
 AG9489  PID         -  AG9489
 AG9489  STATE/COUNTY-  FL/SARASOTA
 AG9489  USGS QUAD   -  OLD MYAKKA (1987)
 AG9489
 AG9489                         *CURRENT SURVEY CONTROL
 AG9489  ___________________________________________________________________
 AG9489* NAD 83(1999)-  27 20 19.14500(N)    082 20 51.47132(W)     ADJUSTED  
 AG9489* NAVD 88     -        12.7    (meters)      42.     (feet)  GPS OBS   
 AG9489  ___________________________________________________________________
 AG9489  X           -     754,995.893 (meters)                     COMP
 AG9489  Y           -  -5,619,247.926 (meters)                     COMP
 AG9489  Z           -   2,911,594.343 (meters)                     COMP
 AG9489  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AG9489  ELLIP HEIGHT-         -11.80  (meters)          (06/19/01) GPS OBS
 AG9489  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG9489
 AG9489  HORZ ORDER  -  FIRST
 AG9489  ELLP ORDER  -  FOURTH    CLASS I
 AG9489
 AG9489.The horizontal coordinates were established by GPS observations
 AG9489.and adjusted by the National Geodetic Survey in June 2001..
 AG9489
 AG9489.The orthometric height was determined by GPS observations and a
 AG9489.high-resolution geoid model.
 AG9489
 AG9489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9489
 AG9489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9489
 AG9489.The ellipsoidal height was determined by GPS observations
 AG9489.and is referenced to NAD 83.
 AG9489
 AG9489.The geoid height was determined by GEOID03.
 AG9489
 AG9489;                    North         East     Units Scale Factor Converg.
 AG9489;SPC FL W     -   332,974.439   165,601.792   MT  0.99995578   -0 09 34.7
 AG9489;SPC FL W     - 1,092,433.64    543,311.88   sFT  0.99995578   -0 09 34.7
 AG9489;UTM  17      - 3,024,664.983   366,690.240   MT  0.99981937   -0 37 08.4
 AG9489
 AG9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9489!SPC FL W     -   1.00000185  x   0.99995578  =   0.99995763
 AG9489!UTM  17      -   1.00000185  x   0.99981937  =   0.99982122
 AG9489
 AG9489                          SUPERSEDED SURVEY CONTROL
 AG9489
 AG9489  NAD 83(1990)-  27 20 19.14356(N)    082 20 51.47085(W) AD(       ) 1
 AG9489  ELLIP H (05/09/94)  -11.67   (m)                       GP(       ) 4 2
 AG9489
 AG9489.Superseded values are not recommended for survey control.
 AG9489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9489.See file dsdata.txt to determine how the superseded data were derived.
 AG9489
 AG9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6669024665(NAD 83)
 AG9489_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9489_SP_SET: CONCRETE POST
 AG9489_STAMPING: 043
 AG9489_MARK LOGO: FL-115
 AG9489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9489+STABILITY: SURFACE MOTION
 AG9489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9489+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9489
 AG9489  HISTORY     - Date     Condition        Report By
 AG9489  HISTORY     - 1992     MONUMENTED       FL-115
 AG9489
 AG9489                          STATION DESCRIPTION
 AG9489
 AG9489'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9489'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9489'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD
 AG9489'780 (FRUITVILLE ROAD), 6 MI (9.66 KM) TO THE STATION ON THE LEFT.
 AG9489'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---043---
 AG9489'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9489'6-INCHES BELOW THE GROUND. IT IS 17.4 FT (5.30 M) NORTHERLY OF THE
 AG9489'CENTERLINE OF STATE ROAD 780 (FRUITVILLE ROAD), AND 18 FT (5.49 M)
 AG9489'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9489'REFERENCES--
 AG9489'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9489'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9489'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 11.21 FT (3.42 M)
 AG9489'SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 043, AND 17.06 FT (5.20 M)
 AG9489'WESTERLY OF SARCO REFERENCE NO. 2.
 AG9489'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9489'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9489'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 11.66 FT (3.55 M)
 AG9489'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 043, AND 17.06 FT (5.20 M)
 AG9489'EASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9490 ***********************************************************************
 AG9490  DESIGNATION -  044
 AG9490  PID         -  AG9490
 AG9490  STATE/COUNTY-  FL/SARASOTA
 AG9490  USGS QUAD   -  OLD MYAKKA (1987)
 AG9490
 AG9490                         *CURRENT SURVEY CONTROL
 AG9490  ___________________________________________________________________
 AG9490* NAD 83(1999)-  27 20 19.57083(N)    082 20 20.11822(W)     ADJUSTED  
 AG9490* NAVD 88     -        13.2    (meters)      43.     (feet)  GPS OBS   
 AG9490  ___________________________________________________________________
 AG9490  X           -     755,849.289 (meters)                     COMP
 AG9490  Y           -  -5,619,127.565 (meters)                     COMP
 AG9490  Z           -   2,911,606.211 (meters)                     COMP
 AG9490  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AG9490  ELLIP HEIGHT-         -11.31  (meters)          (06/19/01) GPS OBS
 AG9490  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG9490
 AG9490  HORZ ORDER  -  FIRST
 AG9490  ELLP ORDER  -  FOURTH    CLASS I
 AG9490
 AG9490.The horizontal coordinates were established by GPS observations
 AG9490.and adjusted by the National Geodetic Survey in June 2001..
 AG9490
 AG9490.The orthometric height was determined by GPS observations and a
 AG9490.high-resolution geoid model.
 AG9490
 AG9490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9490
 AG9490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9490
 AG9490.The ellipsoidal height was determined by GPS observations
 AG9490.and is referenced to NAD 83.
 AG9490
 AG9490.The geoid height was determined by GEOID03.
 AG9490
 AG9490;                    North         East     Units Scale Factor Converg.
 AG9490;SPC FL W     -   332,985.174   166,463.612   MT  0.99995505   -0 09 20.3
 AG9490;SPC FL W     - 1,092,468.86    546,139.37   sFT  0.99995505   -0 09 20.3
 AG9490;UTM  17      - 3,024,668.808   367,552.000   MT  0.99981655   -0 36 54.0
 AG9490
 AG9490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9490!SPC FL W     -   1.00000178  x   0.99995505  =   0.99995683
 AG9490!UTM  17      -   1.00000178  x   0.99981655  =   0.99981833
 AG9490
 AG9490                          SUPERSEDED SURVEY CONTROL
 AG9490
 AG9490  NAD 83(1990)-  27 20 19.56940(N)    082 20 20.11773(W) AD(       ) 1
 AG9490  ELLIP H (05/09/94)  -11.19   (m)                       GP(       ) 4 2
 AG9490
 AG9490.Superseded values are not recommended for survey control.
 AG9490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9490.See file dsdata.txt to determine how the superseded data were derived.
 AG9490
 AG9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6755224669(NAD 83)
 AG9490_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9490_SP_SET: CONCRETE POST
 AG9490_STAMPING: 044
 AG9490_MARK LOGO: FL-115
 AG9490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9490+STABILITY: SURFACE MOTION
 AG9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9490+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9490
 AG9490  HISTORY     - Date     Condition        Report By
 AG9490  HISTORY     - 1992     MONUMENTED       FL-115
 AG9490
 AG9490                          STATION DESCRIPTION
 AG9490
 AG9490'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9490'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9490'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD
 AG9490'780 (FRUITVILLE ROAD), 6.55 MI (10.54 KM) TO THE STATION ON THE RIGHT
 AG9490'.
 AG9490'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---044---
 AG9490'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9490'6-INCHES BELOW THE GROUND. IT IS 15.7 FT (4.79 M) SOUTHERLY OF THE
 AG9490'CENTERLINE OF STATE ROAD 780 (FRUITVILLE ROAD), AND 7.1 FT (2.16 M)
 AG9490'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9490'REFERENCES--
 AG9490'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9490'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9490'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 8.06 FT (2.46 M)
 AG9490'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 044, AND 8.67 FT (2.64 M)
 AG9490'WESTERLY OF SARCO REFERENCE NO. 2.
 AG9490'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9490'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9490'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 8.06 FT (2.46 M)
 AG9490'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 044, AND 8.67 FT (2.64 M)
 AG9490'EASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9491 ***********************************************************************
 AG9491  DESIGNATION -  047
 AG9491  PID         -  AG9491
 AG9491  STATE/COUNTY-  FL/SARASOTA
 AG9491  USGS QUAD   -  OLD MYAKKA (1987)
 AG9491
 AG9491                         *CURRENT SURVEY CONTROL
 AG9491  ___________________________________________________________________
 AG9491* NAD 83(1999)-  27 18 21.39444(N)    082 16 19.93500(W)     ADJUSTED  
 AG9491* NAVD 88     -        13.2    (meters)      43.     (feet)  GPS OBS   
 AG9491  ___________________________________________________________________
 AG9491  X           -     762,616.415 (meters)                     COMP
 AG9491  Y           -  -5,619,897.980 (meters)                     COMP
 AG9491  Z           -   2,908,374.500 (meters)                     COMP
 AG9491  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AG9491  ELLIP HEIGHT-         -11.38  (meters)          (06/19/01) GPS OBS
 AG9491  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG9491
 AG9491  HORZ ORDER  -  FIRST
 AG9491  ELLP ORDER  -  FOURTH    CLASS I
 AG9491
 AG9491.The horizontal coordinates were established by GPS observations
 AG9491.and adjusted by the National Geodetic Survey in June 2001..
 AG9491
 AG9491.The orthometric height was determined by GPS observations and a
 AG9491.high-resolution geoid model.
 AG9491
 AG9491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9491
 AG9491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9491
 AG9491.The ellipsoidal height was determined by GPS observations
 AG9491.and is referenced to NAD 83.
 AG9491
 AG9491.The geoid height was determined by GEOID03.
 AG9491
 AG9491;                    North         East     Units Scale Factor Converg.
 AG9491;SPC FL W     -   329,331.706   173,057.432   MT  0.99995013   -0 07 29.5
 AG9491;SPC FL W     - 1,080,482.44    567,772.59   sFT  0.99995013   -0 07 29.5
 AG9491;UTM  17      - 3,020,963.168   374,115.373   MT  0.99979562   -0 35 01.3
 AG9491
 AG9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9491!SPC FL W     -   1.00000179  x   0.99995013  =   0.99995192
 AG9491!UTM  17      -   1.00000179  x   0.99979562  =   0.99979741
 AG9491
 AG9491                          SUPERSEDED SURVEY CONTROL
 AG9491
 AG9491  NAD 83(1990)-  27 18 21.39346(N)    082 16 19.93428(W) AD(       ) 1
 AG9491  ELLIP H (05/09/94)  -11.21   (m)                       GP(       ) 4 2
 AG9491
 AG9491.Superseded values are not recommended for survey control.
 AG9491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9491.See file dsdata.txt to determine how the superseded data were derived.
 AG9491
 AG9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7411520963(NAD 83)
 AG9491_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9491_SP_SET: CONCRETE POST
 AG9491_STAMPING: 047
 AG9491_MARK LOGO: FL-115
 AG9491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9491+STABILITY: SURFACE MOTION
 AG9491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9491+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9491
 AG9491  HISTORY     - Date     Condition        Report By
 AG9491  HISTORY     - 1992     MONUMENTED       FL-115
 AG9491
 AG9491                          STATION DESCRIPTION
 AG9491
 AG9491'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9491'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9491'(FRUITVILLE ROAD) AND MYAKKA ROAD IN SARASOTA COUNTY, GO SOUTH ON
 AG9491'MYAKKA ROAD, 2.15 MI (3.46 KM) TO THE INTERSECTION OF MYAKKA ROAD AND
 AG9491'HANCOCK ROAD, THEN GO WEST ON HANCOCK ROAD, 0.35 MI (0.56 KM) TO THE
 AG9491'STATION ON THE RIGHT.
 AG9491'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---047---
 AG9491'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9491'5-INCHES BELOW THE GROUND. IT IS 10.86 FT (3.31 M) NORTHERLY OF A
 AG9491'NAIL AND DISK IN THE CENTERLINE OF HANCOCK ROAD, AND 7.7 FT (2.35 M)
 AG9491'SOUTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9491'REFERENCES--
 AG9491'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9491'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9491'BED FOR HANDCOCK ROAD. IT IS 7.72 FT (2.35 M) SOUTHEASTERLY OF SARCO
 AG9491'G.P.S. STATION SAR 047, AND 9.67 FT (2.95 M) EASTERLY OF SARCO
 AG9491'REFERENCE NO. 2.
 AG9491'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9491'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9491'BED FOR HANDCOCK ROAD. IT IS 6.96 FT (2.12 M) SOUTHEASTERLY OF SARCO
 AG9491'G.P.S. STATION SAR 047, AND 9.67 FT (2.95 M) WESTERLY OF SARCO
 AG9491'REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9492 ***********************************************************************
 AG9492  DESIGNATION -  048
 AG9492  PID         -  AG9492
 AG9492  STATE/COUNTY-  FL/SARASOTA
 AG9492  USGS QUAD   -  OLD MYAKKA (1987)
 AG9492
 AG9492                         *CURRENT SURVEY CONTROL
 AG9492  ___________________________________________________________________
 AG9492* NAD 83(1999)-  27 18 20.78993(N)    082 15 45.14079(W)     ADJUSTED  
 AG9492* NAVD 88     -         9.3    (meters)      31.     (feet)  GPS OBS   
 AG9492  ___________________________________________________________________
 AG9492  X           -     763,565.091 (meters)                     COMP
 AG9492  Y           -  -5,619,774.280 (meters)                     COMP
 AG9492  Z           -   2,908,356.178 (meters)                     COMP
 AG9492  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AG9492  ELLIP HEIGHT-         -15.28  (meters)          (06/19/01) GPS OBS
 AG9492  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG9492
 AG9492  HORZ ORDER  -  FIRST
 AG9492  ELLP ORDER  -  FOURTH    CLASS I
 AG9492
 AG9492.The horizontal coordinates were established by GPS observations
 AG9492.and adjusted by the National Geodetic Survey in June 2001..
 AG9492
 AG9492.The orthometric height was determined by GPS observations and a
 AG9492.high-resolution geoid model.
 AG9492
 AG9492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9492
 AG9492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9492
 AG9492.The ellipsoidal height was determined by GPS observations
 AG9492.and is referenced to NAD 83.
 AG9492
 AG9492.The geoid height was determined by GEOID03.
 AG9492
 AG9492;                    North         East     Units Scale Factor Converg.
 AG9492;SPC FL W     -   329,311.052   174,014.037   MT  0.99994951   -0 07 13.6
 AG9492;SPC FL W     - 1,080,414.68    570,911.05   sFT  0.99994951   -0 07 13.6
 AG9492;UTM  17      - 3,020,934.859   375,071.633   MT  0.99979266   -0 34 45.3
 AG9492
 AG9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9492!SPC FL W     -   1.00000240  x   0.99994951  =   0.99995191
 AG9492!UTM  17      -   1.00000240  x   0.99979266  =   0.99979506
 AG9492
 AG9492                          SUPERSEDED SURVEY CONTROL
 AG9492
 AG9492  NAD 83(1990)-  27 18 20.78897(N)    082 15 45.14006(W) AD(       ) 1
 AG9492  ELLIP H (05/09/94)  -15.11   (m)                       GP(       ) 4 2
 AG9492
 AG9492.Superseded values are not recommended for survey control.
 AG9492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9492.See file dsdata.txt to determine how the superseded data were derived.
 AG9492
 AG9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7507220935(NAD 83)
 AG9492_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9492_SP_SET: CONCRETE POST
 AG9492_STAMPING: 048
 AG9492_MARK LOGO: FL-115
 AG9492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9492+STABILITY: SURFACE MOTION
 AG9492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9492+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9492
 AG9492  HISTORY     - Date     Condition        Report By
 AG9492  HISTORY     - 1992     MONUMENTED       FL-115
 AG9492
 AG9492                          STATION DESCRIPTION
 AG9492
 AG9492'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9492'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9492'(FRUITVILLE ROAD) AND MYAKKA ROAD IN SARASOTA COUNTY, GO SOUTH AND
 AG9492'EAST ON MYAKKA ROAD, 2.4 MI (3.86 KM) TO THE STATION ON THE RIGHT.
 AG9492'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---048---
 AG9492'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9492'6-INCHES BELOW THE GROUND. IT IS 18 FT (5.49 M) SOUTHERLY OF THE
 AG9492'CENTERLINE OF MYAKKA ROAD, AND 25.5 FT (7.77 M) NORTHERLY OF A SURVEY
 AG9492'MARKER WITNESS POST.
 AG9492'REFERENCES--
 AG9492'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9492'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9492'BED FOR MYAKKA ROAD. IT IS 11.96 FT (3.65 M) NORTHWESTERLY OF SARCO G
 AG9492'.P.S. STATION SAR 048, AND 16.88 FT (5.15 M) WESTERLY OF SARCO
 AG9492'REFERENCE NO. 2.
 AG9492'REFERENCE MARK NUMBER NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9492'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9492'PAVEMENT ROAD BED FOR MYAKKA ROAD. IT IS 11.53 FT (3.51 M)
 AG9492'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 048, AND 16.88 FT (5.15 M)
 AG9492'EASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9493 ***********************************************************************
 AG9493  DESIGNATION -  049
 AG9493  PID         -  AG9493
 AG9493  STATE/COUNTY-  FL/SARASOTA
 AG9493  USGS QUAD   -  OLD MYAKKA (1987)
 AG9493
 AG9493                         *CURRENT SURVEY CONTROL
 AG9493  ___________________________________________________________________
 AG9493* NAD 83(1999)-  27 21 25.68612(N)    082 16 06.42335(W)     ADJUSTED  
 AG9493* NAVD 88     -        21.2    (meters)      70.     (feet)  GPS OBS   
 AG9493  ___________________________________________________________________
 AG9493  X           -     762,635.118 (meters)                     COMP
 AG9493  Y           -  -5,617,274.217 (meters)                     COMP
 AG9493  Z           -   2,913,417.430 (meters)                     COMP
 AG9493  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AG9493  ELLIP HEIGHT-          -3.42  (meters)          (06/19/01) GPS OBS
 AG9493  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG9493
 AG9493  HORZ ORDER  -  FIRST
 AG9493  ELLP ORDER  -  FOURTH    CLASS I
 AG9493
 AG9493.The horizontal coordinates were established by GPS observations
 AG9493.and adjusted by the National Geodetic Survey in June 2001..
 AG9493
 AG9493.The orthometric height was determined by GPS observations and a
 AG9493.high-resolution geoid model.
 AG9493
 AG9493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9493
 AG9493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9493
 AG9493.The ellipsoidal height was determined by GPS observations
 AG9493.and is referenced to NAD 83.
 AG9493
 AG9493.The geoid height was determined by GEOID03.
 AG9493
 AG9493;                    North         East     Units Scale Factor Converg.
 AG9493;SPC FL W     -   335,003.141   173,441.128   MT  0.99994988   -0 07 24.1
 AG9493;SPC FL W     - 1,099,089.47    569,031.43   sFT  0.99994988   -0 07 24.1
 AG9493;UTM  17      - 3,026,630.467   374,544.446   MT  0.99979428   -0 34 58.7
 AG9493
 AG9493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9493!SPC FL W     -   1.00000054  x   0.99994988  =   0.99995042
 AG9493!UTM  17      -   1.00000054  x   0.99979428  =   0.99979482
 AG9493
 AG9493                          SUPERSEDED SURVEY CONTROL
 AG9493
 AG9493  NAD 83(1990)-  27 21 25.68471(N)    082 16 06.42273(W) AD(       ) 1
 AG9493  ELLIP H (05/09/94)   -3.31   (m)                       GP(       ) 4 2
 AG9493
 AG9493.Superseded values are not recommended for survey control.
 AG9493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9493.See file dsdata.txt to determine how the superseded data were derived.
 AG9493
 AG9493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7454426630(NAD 83)
 AG9493_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9493_SP_SET: CONCRETE POST
 AG9493_STAMPING: 049
 AG9493_MARK LOGO: FL-115
 AG9493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9493+STABILITY: SURFACE MOTION
 AG9493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9493+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9493
 AG9493  HISTORY     - Date     Condition        Report By
 AG9493  HISTORY     - 1992     MONUMENTED       FL-115
 AG9493
 AG9493                          STATION DESCRIPTION
 AG9493
 AG9493'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9493'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9493'(FRUITVILLE ROAD) AND VERNA ROAD IN SARASOTA COUNTY, GO NORTH ON
 AG9493'VERNA ROAD, 1.5 MI (2.41 KM) TO THE STATION ON THE RIGHT.
 AG9493'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---049---
 AG9493'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9493'6-INCHES BELOW THE GROUND. IT IS 17.6 FT (5.36 M) EASTERLY OF THE
 AG9493'CENTERLINE OF VERNA ROAD AND 29.1 FT (8.87 M) WESTERLY OF A SURVEY
 AG9493'MARKER WITNESS POST.
 AG9493'REFERENCES--
 AG9493'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9493'TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9493'BED FOR VERNA ROAD. IT IS 6.56 FT (2.00 M) SOUTHWESTERLY OF SARCO G
 AG9493'.P.S. STATION SAR 049, AND 9.65 FT (2.94 M) SOUTHERLY OF SARCO
 AG9493'REFERENCE NO. 2.
 AG9493'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9493'TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9493'BED FOR VERNA ROAD. IT IS 7.96 FT (2.43 M) NORTHWESTERLY OF SARCO G
 AG9493'.P.S. STATION SAR 049, AND 9.65 FT (2.94 M) NORTHERLY OF SARCO
 AG9493'REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9494 ***********************************************************************
 AG9494  DESIGNATION -  051
 AG9494  PID         -  AG9494
 AG9494  STATE/COUNTY-  FL/SARASOTA
 AG9494  USGS QUAD   -  BEE RIDGE (1987)
 AG9494
 AG9494                         *CURRENT SURVEY CONTROL
 AG9494  ___________________________________________________________________
 AG9494* NAD 83(1999)-  27 15 33.86407(N)    082 24 13.46291(W)     ADJUSTED  
 AG9494* NAVD 88     -         8.7    (meters)      29.     (feet)  GPS OBS   
 AG9494  ___________________________________________________________________
 AG9494  X           -     750,024.623 (meters)                     COMP
 AG9494  Y           -  -5,623,973.159 (meters)                     COMP
 AG9494  Z           -   2,903,789.641 (meters)                     COMP
 AG9494  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AG9494  ELLIP HEIGHT-         -15.58  (meters)          (06/19/01) GPS OBS
 AG9494  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG9494
 AG9494  HORZ ORDER  -  FIRST
 AG9494  ELLP ORDER  -  FOURTH    CLASS I
 AG9494
 AG9494.The horizontal coordinates were established by GPS observations
 AG9494.and adjusted by the National Geodetic Survey in June 2001..
 AG9494
 AG9494.The orthometric height was determined by GPS observations and a
 AG9494.high-resolution geoid model.
 AG9494
 AG9494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9494
 AG9494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9494
 AG9494.The ellipsoidal height was determined by GPS observations
 AG9494.and is referenced to NAD 83.
 AG9494
 AG9494.The geoid height was determined by GEOID03.
 AG9494
 AG9494;                    North         East     Units Scale Factor Converg.
 AG9494;SPC FL W     -   324,210.581   160,021.381   MT  0.99996090   -0 11 05.7
 AG9494;SPC FL W     - 1,063,680.88    525,003.48   sFT  0.99996090   -0 11 05.7
 AG9494;UTM  17      - 3,015,947.213   361,040.573   MT  0.99983837   -0 38 35.0
 AG9494
 AG9494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9494!SPC FL W     -   1.00000245  x   0.99996090  =   0.99996335
 AG9494!UTM  17      -   1.00000245  x   0.99983837  =   0.99984082
 AG9494
 AG9494                          SUPERSEDED SURVEY CONTROL
 AG9494
 AG9494  NAD 83(1990)-  27 15 33.86271(N)    082 24 13.46238(W) AD(       ) 1
 AG9494  ELLIP H (05/09/94)  -15.50   (m)                       GP(       ) 4 2
 AG9494
 AG9494.Superseded values are not recommended for survey control.
 AG9494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9494.See file dsdata.txt to determine how the superseded data were derived.
 AG9494
 AG9494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6104115947(NAD 83)
 AG9494_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9494_SP_SET: CONCRETE POST
 AG9494_STAMPING: 051
 AG9494_MARK LOGO: FL-115
 AG9494_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9494+STABILITY: SURFACE MOTION
 AG9494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9494+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9494
 AG9494  HISTORY     - Date     Condition        Report By
 AG9494  HISTORY     - 1992     MONUMENTED       FL-115
 AG9494
 AG9494                          STATION DESCRIPTION
 AG9494
 AG9494'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9494'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9494'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEAST ON
 AG9494'STATE ROAD 72, 2.9 MI (4.67 KM) TO THE STATION ON THE RIGHT.
 AG9494'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---051---
 AG9494'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9494'6-INCHES BELOW THE GROUND. IT IS 18.2 FT (5.55 M) SOUTHWESTERLY OF
 AG9494'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 11 FT (3.35 M)
 AG9494'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9494'REFERENCES--
 AG9494'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9494'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9494'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8.4 FT (2.56 M)
 AG9494'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 051, AND 11.07 FT (3.37 M)
 AG9494'SOUTHEASTERLY OF SARCO REFERENCE NO. 2.
 AG9494'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9494'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9494'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 9.56 FT (2.91 M)
 AG9494'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 051, AND 11.07 FT (3.37 M)
 AG9494'NORTHWESTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9495 ***********************************************************************
 AG9495  DESIGNATION -  052
 AG9495  PID         -  AG9495
 AG9495  STATE/COUNTY-  FL/SARASOTA
 AG9495  USGS QUAD   -  BEE RIDGE (1987)
 AG9495
 AG9495                         *CURRENT SURVEY CONTROL
 AG9495  ___________________________________________________________________
 AG9495* NAD 83(1999)-  27 15 18.33696(N)    082 23 47.69077(W)     ADJUSTED  
 AG9495* NAVD 88     -         8.5    (meters)      28.     (feet)  GPS OBS   
 AG9495  ___________________________________________________________________
 AG9495  X           -     750,756.255 (meters)                     COMP
 AG9495  Y           -  -5,624,096.201 (meters)                     COMP
 AG9495  Z           -   2,903,364.706 (meters)                     COMP
 AG9495  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AG9495  ELLIP HEIGHT-         -15.76  (meters)          (06/19/01) GPS OBS
 AG9495  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG9495
 AG9495  HORZ ORDER  -  FIRST
 AG9495  ELLP ORDER  -  FOURTH    CLASS I
 AG9495
 AG9495.The horizontal coordinates were established by GPS observations
 AG9495.and adjusted by the National Geodetic Survey in June 2001..
 AG9495
 AG9495.The orthometric height was determined by GPS observations and a
 AG9495.high-resolution geoid model.
 AG9495
 AG9495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9495
 AG9495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9495
 AG9495.The ellipsoidal height was determined by GPS observations
 AG9495.and is referenced to NAD 83.
 AG9495
 AG9495.The geoid height was determined by GEOID03.
 AG9495
 AG9495;                    North         East     Units Scale Factor Converg.
 AG9495;SPC FL W     -   323,730.412   160,728.755   MT  0.99996021   -0 10 53.8
 AG9495;SPC FL W     - 1,062,105.53    527,324.26   sFT  0.99996021   -0 10 53.8
 AG9495;UTM  17      - 3,015,461.464   361,743.999   MT  0.99983596   -0 38 22.8
 AG9495
 AG9495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9495!SPC FL W     -   1.00000248  x   0.99996021  =   0.99996269
 AG9495!UTM  17      -   1.00000248  x   0.99983596  =   0.99983844
 AG9495
 AG9495                          SUPERSEDED SURVEY CONTROL
 AG9495
 AG9495  NAD 83(1990)-  27 15 18.33563(N)    082 23 47.69023(W) AD(       ) 1
 AG9495  ELLIP H (05/09/94)  -15.68   (m)                       GP(       ) 4 2
 AG9495
 AG9495.Superseded values are not recommended for survey control.
 AG9495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9495.See file dsdata.txt to determine how the superseded data were derived.
 AG9495
 AG9495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6174415461(NAD 83)
 AG9495_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9495_SP_SET: CONCRETE POST
 AG9495_STAMPING: 052
 AG9495_MARK LOGO: FL-115
 AG9495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9495+STABILITY: SURFACE MOTION
 AG9495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9495+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9495
 AG9495  HISTORY     - Date     Condition        Report By
 AG9495  HISTORY     - 1992     MONUMENTED       FL-115
 AG9495  HISTORY     - 19970806 GOOD             USPSQD
 AG9495
 AG9495                          STATION DESCRIPTION
 AG9495
 AG9495'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9495'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9495'ROAD 72 (CLARK ROAD) IN SARASOTA COUTY, GO EAST AND SOUTHEAST ON
 AG9495'STATE ROAD 72, 3.45 MI (5.55 KM) TO THE STATION ON THE RIGHT.
 AG9495'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---052---
 AG9495'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9495'6-INCHES BELOW THE GROUND. IT IS 17.5 FT (5.33 M) SOUTHWESTERLY OF
 AG9495'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 31 FT (9.45 M)
 AG9495'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9495'REFERENCES--
 AG9495'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9495'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9495'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8.39 FT (2.56 M)
 AG9495'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 052, AND 11.65 FT (3.55 M)
 AG9495'SOUTHEASTERLY OF SARCO REFERENCE NO. 2.
 AG9495'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9495'TAG AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPHALT PAVEMENT
 AG9495'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8 FT (2.44 M)
 AG9495'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 052 AND 11.65 FT (3.55 M)
 AG9495'NORTHWESTERLY OF SARCO REF. NO. 1.
 AG9495
 AG9495                          STATION RECOVERY (1997)
 AG9495
 AG9495'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9496 ***********************************************************************
 AG9496  DESIGNATION -  053
 AG9496  PID         -  AG9496
 AG9496  STATE/COUNTY-  FL/SARASOTA
 AG9496  USGS QUAD   -  LOWER MYAKKA LAKE (1973)
 AG9496
 AG9496                         *CURRENT SURVEY CONTROL
 AG9496  ___________________________________________________________________
 AG9496* NAD 83(1999)-  27 14 42.30335(N)    082 21 07.78097(W)     ADJUSTED  
 AG9496* NAVD 88     -         8.9    (meters)      29.     (feet)  GPS OBS   
 AG9496  ___________________________________________________________________
 AG9496  X           -     755,183.825 (meters)                     COMP
 AG9496  Y           -  -5,624,016.152 (meters)                     COMP
 AG9496  Z           -   2,902,378.879 (meters)                     COMP
 AG9496  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AG9496  ELLIP HEIGHT-         -15.35  (meters)          (06/19/01) GPS OBS
 AG9496  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG9496
 AG9496  HORZ ORDER  -  FIRST
 AG9496  ELLP ORDER  -  FOURTH    CLASS I
 AG9496
 AG9496.The horizontal coordinates were established by GPS observations
 AG9496.and adjusted by the National Geodetic Survey in June 2001..
 AG9496
 AG9496.The orthometric height was determined by GPS observations and a
 AG9496.high-resolution geoid model.
 AG9496
 AG9496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9496
 AG9496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9496
 AG9496.The ellipsoidal height was determined by GPS observations
 AG9496.and is referenced to NAD 83.
 AG9496
 AG9496.The geoid height was determined by GEOID03.
 AG9496
 AG9496;                    North         East     Units Scale Factor Converg.
 AG9496;SPC FL W     -   322,608.194   165,124.280   MT  0.99995619   -0 09 40.4
 AG9496;SPC FL W     - 1,058,423.72    541,745.24   sFT  0.99995619   -0 09 40.4
 AG9496;UTM  17      - 3,014,304.298   366,129.845   MT  0.99982123   -0 37 08.8
 AG9496
 AG9496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9496!SPC FL W     -   1.00000241  x   0.99995619  =   0.99995860
 AG9496!UTM  17      -   1.00000241  x   0.99982123  =   0.99982364
 AG9496
 AG9496                          SUPERSEDED SURVEY CONTROL
 AG9496
 AG9496  NAD 83(1990)-  27 14 42.30214(N)    082 21 07.78061(W) AD(       ) 1
 AG9496  ELLIP H (05/09/94)  -15.24   (m)                       GP(       ) 4 2
 AG9496
 AG9496.Superseded values are not recommended for survey control.
 AG9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9496.See file dsdata.txt to determine how the superseded data were derived.
 AG9496
 AG9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6613014304(NAD 83)
 AG9496_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9496_SP_SET: CONCRETE POST
 AG9496_STAMPING: 053
 AG9496_MARK LOGO: FL-115
 AG9496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9496+STABILITY: SURFACE MOTION
 AG9496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9496+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9496
 AG9496  HISTORY     - Date     Condition        Report By
 AG9496  HISTORY     - 1992     MONUMENTED       FL-115
 AG9496
 AG9496                          STATION DESCRIPTION
 AG9496
 AG9496'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9496'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9496'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9496'(CLARK ROAD), 6.35 MI (10.22 KM) TO THE STATION THE RIGHT.
 AG9496'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---053---
 AG9496'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9496'FLUSH WITH THE GROUND. IT IS 17.1 FT (5.21 M) SOUTHWESTERLY OF THE
 AG9496'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 9.7 FT (2.96 M)
 AG9496'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9496'REFERENCES--
 AG9496'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9496'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT
 AG9496'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.14 FT
 AG9496'(2.18 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 053, AND 8.27 FT
 AG9496'(2.52 M) NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9496'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9496'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT
 AG9496'PAVEMENT ROAD BED FOR STATE ROAD 72 CLARK ROAD). IT IS 7.42 FT
 AG9496'(2.26 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 053, AND 8.27 FT
 AG9496'(2.52 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9497 ***********************************************************************
 AG9497  DESIGNATION -  054
 AG9497  PID         -  AG9497
 AG9497  STATE/COUNTY-  FL/SARASOTA
 AG9497  USGS QUAD   -  LOWER MYAKKA LAKE (1973)
 AG9497
 AG9497                         *CURRENT SURVEY CONTROL
 AG9497  ___________________________________________________________________
 AG9497* NAD 83(1999)-  27 14 34.64234(N)    082 20 28.22213(W)     ADJUSTED  
 AG9497* NAVD 88     -        10.2    (meters)      33.     (feet)  GPS OBS   
 AG9497  ___________________________________________________________________
 AG9497  X           -     756,276.965 (meters)                     COMP
 AG9497  Y           -  -5,623,979.361 (meters)                     COMP
 AG9497  Z           -   2,902,169.839 (meters)                     COMP
 AG9497  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AG9497  ELLIP HEIGHT-         -14.03  (meters)          (06/19/01) GPS OBS
 AG9497  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG9497
 AG9497  HORZ ORDER  -  FIRST
 AG9497  ELLP ORDER  -  FOURTH    CLASS I
 AG9497
 AG9497.The horizontal coordinates were established by GPS observations
 AG9497.and adjusted by the National Geodetic Survey in June 2001..
 AG9497
 AG9497.The orthometric height was determined by GPS observations and a
 AG9497.high-resolution geoid model.
 AG9497
 AG9497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9497
 AG9497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9497
 AG9497.The ellipsoidal height was determined by GPS observations
 AG9497.and is referenced to NAD 83.
 AG9497
 AG9497.The geoid height was determined by GEOID03.
 AG9497
 AG9497;                    North         East     Units Scale Factor Converg.
 AG9497;SPC FL W     -   322,369.386   166,211.879   MT  0.99995526   -0 09 22.2
 AG9497;SPC FL W     - 1,057,640.23    545,313.47   sFT  0.99995526   -0 09 22.2
 AG9497;UTM  17      - 3,014,056.841   367,215.354   MT  0.99981765   -0 36 50.5
 AG9497
 AG9497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9497!SPC FL W     -   1.00000220  x   0.99995526  =   0.99995746
 AG9497!UTM  17      -   1.00000220  x   0.99981765  =   0.99981985
 AG9497
 AG9497                          SUPERSEDED SURVEY CONTROL
 AG9497
 AG9497  NAD 83(1990)-  27 14 34.64114(N)    082 20 28.22180(W) AD(       ) 1
 AG9497  ELLIP H (05/09/94)  -13.91   (m)                       GP(       ) 4 2
 AG9497
 AG9497.Superseded values are not recommended for survey control.
 AG9497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9497.See file dsdata.txt to determine how the superseded data were derived.
 AG9497
 AG9497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6721514057(NAD 83)
 AG9497_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9497_SP_SET: CONCRETE POST
 AG9497_STAMPING: 054
 AG9497_MARK LOGO: FL-115
 AG9497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9497+STABILITY: SURFACE MOTION
 AG9497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9497+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9497
 AG9497  HISTORY     - Date     Condition        Report By
 AG9497  HISTORY     - 1992     MONUMENTED       FL-115
 AG9497
 AG9497                          STATION DESCRIPTION
 AG9497
 AG9497'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9497'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9497'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEASTERLY ON
 AG9497'STATE ROAD 72 (CLARK ROAD) 7.05 MI (11.35 KM) TO THE STATION ON THE
 AG9497'RIGHT.
 AG9497'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---054---
 AG9497'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9497'6-INCHES BELOW GROUND. IT IS 16.5 FT (5.03 M) SOUTHWESTERLY OF THE
 AG9497'CENTERLINE OF STATE ROAD 72 (CLARK ROAD) AND 32.6 FT (9.94 M)
 AG9497'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST, AND 34.50 FT (10.52 M)
 AG9497'NORTHEASTERLY OF N.G.S. CONCRETE MONUMENT AND BRASS DISK ---D 13-2
 AG9497'1985---.
 AG9497'REFERENCES--
 AG9497'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9497'NAIL AND DISK SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT OF STATE
 AG9497'ROAD 72 (CLARK ROAD). IT IS 6.73 FT (2.05 M) NORTHWESTERLY OF SARCO G
 AG9497'.P.S. STATION SAR 054, AND 8.92 FT (2.72 M) WESTERLY OF SARCO
 AG9497'REFERENCE NO. 2.
 AG9497'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9497'NAIL AND DISK SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT OF STATE
 AG9497'ROAD 72 (CLARK ROAD). IT IS 6.21 FT (1.89 M) NORTHEASTERLY OF SARCO G
 AG9497'.P.S. STATION SAR 054, AND 8.92 FT (2.72 M) EASTERLY OF SARCO
 AG9497'REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9498 ***********************************************************************
 AG9498  DESIGNATION -  055
 AG9498  PID         -  AG9498
 AG9498  STATE/COUNTY-  FL/SARASOTA
 AG9498  USGS QUAD   -  LOWER MYAKKA LAKE (1973)
 AG9498
 AG9498                         *CURRENT SURVEY CONTROL
 AG9498  ___________________________________________________________________
 AG9498* NAD 83(1999)-  27 13 23.32695(N)    082 17 51.78761(W)     ADJUSTED  
 AG9498* NAVD 88     -         6.2    (meters)      20.     (feet)  GPS OBS   
 AG9498  ___________________________________________________________________
 AG9498  X           -     760,676.214 (meters)                     COMP
 AG9498  Y           -  -5,624,396.080 (meters)                     COMP
 AG9498  Z           -   2,900,216.264 (meters)                     COMP
 AG9498  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AG9498  ELLIP HEIGHT-         -18.02  (meters)          (06/19/01) GPS OBS
 AG9498  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG9498
 AG9498  HORZ ORDER  -  FIRST
 AG9498  ELLP ORDER  -  FOURTH    CLASS I
 AG9498
 AG9498.The horizontal coordinates were established by GPS observations
 AG9498.and adjusted by the National Geodetic Survey in June 2001..
 AG9498
 AG9498.The orthometric height was determined by GPS observations and a
 AG9498.high-resolution geoid model.
 AG9498
 AG9498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9498
 AG9498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9498
 AG9498.The ellipsoidal height was determined by GPS observations
 AG9498.and is referenced to NAD 83.
 AG9498
 AG9498.The geoid height was determined by GEOID03.
 AG9498
 AG9498;                    North         East     Units Scale Factor Converg.
 AG9498;SPC FL W     -   320,163.443   170,510.163   MT  0.99995191   -0 08 10.3
 AG9498;SPC FL W     - 1,050,402.90    559,415.43   sFT  0.99995191   -0 08 10.3
 AG9498;UTM  17      - 3,011,816.952   371,495.268   MT  0.99980385   -0 35 37.4
 AG9498
 AG9498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9498!SPC FL W     -   1.00000283  x   0.99995191  =   0.99995474
 AG9498!UTM  17      -   1.00000283  x   0.99980385  =   0.99980668
 AG9498
 AG9498                          SUPERSEDED SURVEY CONTROL
 AG9498
 AG9498  NAD 83(1990)-  27 13 23.32593(N)    082 17 51.78775(W) AD(       ) 1
 AG9498  ELLIP H (05/09/94)  -17.84   (m)                       GP(       ) 4 2
 AG9498
 AG9498.Superseded values are not recommended for survey control.
 AG9498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9498.See file dsdata.txt to determine how the superseded data were derived.
 AG9498
 AG9498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7149511817(NAD 83)
 AG9498_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9498_SP_SET: CONCRETE POST
 AG9498_STAMPING: 055
 AG9498_MARK LOGO: FL-115
 AG9498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9498+STABILITY: SURFACE MOTION
 AG9498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9498+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9498
 AG9498  HISTORY     - Date     Condition        Report By
 AG9498  HISTORY     - 1992     MONUMENTED       FL-115
 AG9498
 AG9498                          STATION DESCRIPTION
 AG9498
 AG9498'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9498'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND (CLARK
 AG9498'ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72 (CLARK ROAD),
 AG9498'10.15 MI (16.33 KM) TO THE STATION ON THE LEFT.
 AG9498'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---055---
 AG9498'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9498'6-INCHES BELOW GROUND. IT IS 16.5 FT (5.03 M) NORTHEASTERLY OF THE
 AG9498'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 20.9 FT (6.37 M)
 AG9498'SOUTHWESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9498'REFERENCES--
 AG9498'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9498'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9498'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.43 FT (2.26 M)
 AG9498'SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 055, AND 9.95 FT (3.03 M)
 AG9498'NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9498'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9498'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9498'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.43 FT (2.26 M)
 AG9498'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 055, AND 9.95 FT (3.03 M)
 AG9498'SOUTHEASTERLY OF SARCO REFERENCE NUMBER 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9499 ***********************************************************************
 AG9499  DESIGNATION -  056
 AG9499  PID         -  AG9499
 AG9499  STATE/COUNTY-  FL/SARASOTA
 AG9499  USGS QUAD   -  LOWER MYAKKA LAKE (1973)
 AG9499
 AG9499                         *CURRENT SURVEY CONTROL
 AG9499  ___________________________________________________________________
 AG9499* NAD 83(1999)-  27 13 15.34227(N)    082 17 22.13725(W)     ADJUSTED  
 AG9499* NAVD 88     -         7.4    (meters)      24.     (feet)  GPS OBS   
 AG9499  ___________________________________________________________________
 AG9499  X           -     761,499.932 (meters)                     COMP
 AG9499  Y           -  -5,624,399.121 (meters)                     COMP
 AG9499  Z           -   2,899,998.259 (meters)                     COMP
 AG9499  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AG9499  ELLIP HEIGHT-         -16.84  (meters)          (06/19/01) GPS OBS
 AG9499  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG9499
 AG9499  HORZ ORDER  -  FIRST
 AG9499  ELLP ORDER  -  FOURTH    CLASS I
 AG9499
 AG9499.The horizontal coordinates were established by GPS observations
 AG9499.and adjusted by the National Geodetic Survey in June 2001..
 AG9499
 AG9499.The orthometric height was determined by GPS observations and a
 AG9499.high-resolution geoid model.
 AG9499
 AG9499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9499
 AG9499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9499
 AG9499.The ellipsoidal height was determined by GPS observations
 AG9499.and is referenced to NAD 83.
 AG9499
 AG9499.The geoid height was determined by GEOID03.
 AG9499
 AG9499;                    North         East     Units Scale Factor Converg.
 AG9499;SPC FL W     -   319,915.777   171,325.418   MT  0.99995132   -0 07 56.7
 AG9499;SPC FL W     - 1,049,590.35    562,090.14   sFT  0.99995132   -0 07 56.7
 AG9499;UTM  17      - 3,011,562.822   372,308.398   MT  0.99980128   -0 35 23.7
 AG9499
 AG9499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9499!SPC FL W     -   1.00000265  x   0.99995132  =   0.99995397
 AG9499!UTM  17      -   1.00000265  x   0.99980128  =   0.99980392
 AG9499
 AG9499                          SUPERSEDED SURVEY CONTROL
 AG9499
 AG9499  NAD 83(1990)-  27 13 15.34127(N)    082 17 22.13742(W) AD(       ) 1
 AG9499  ELLIP H (05/09/94)  -16.66   (m)                       GP(       ) 4 2
 AG9499
 AG9499.Superseded values are not recommended for survey control.
 AG9499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9499.See file dsdata.txt to determine how the superseded data were derived.
 AG9499
 AG9499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7230811563(NAD 83)
 AG9499_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9499_SP_SET: CONCRETE POST
 AG9499_STAMPING: 056
 AG9499_MARK LOGO: FL-115
 AG9499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9499+STABILITY: SURFACE MOTION
 AG9499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9499+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9499
 AG9499  HISTORY     - Date     Condition        Report By
 AG9499  HISTORY     - 1992     MONUMENTED       FL-115
 AG9499
 AG9499                          STATION DESCRIPTION
 AG9499
 AG9499'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9499'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9499'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9499'(CLARK ROAD), 10.7 MI (17.22 KM) TO THE STATION ON THE RIGHT.
 AG9499'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---056---
 AG9499'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9499'6-INCHES BELOW THE GROUND. IT IS 15.4 FT (4.69 M) SOUTHWESTERLY OF
 AG9499'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 10 FT (3.05 M)
 AG9499'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9499'REFERENCES--
 AG9499'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9499'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9499'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.42 FT (2.26 M)
 AG9499'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 056, AND 9.10 FT (2.77 M)
 AG9499'NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9499'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9499'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9499'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.62 FT (2.32 M)
 AG9499'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 056, AND 9.10 FT (2.77 M)
 AG9499'SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9500 ***********************************************************************
 AG9500  DESIGNATION -  058
 AG9500  PID         -  AG9500
 AG9500  STATE/COUNTY-  FL/SARASOTA
 AG9500  USGS QUAD   -  LOWER MYAKKA LAKE (1973)
 AG9500
 AG9500                         *CURRENT SURVEY CONTROL
 AG9500  ___________________________________________________________________
 AG9500* NAD 83(1999)-  27 12 40.99358(N)    082 15 33.39415(W)     ADJUSTED  
 AG9500* NAVD 88     -         9.9    (meters)      32.     (feet)  GPS OBS   
 AG9500  ___________________________________________________________________
 AG9500  X           -     764,530.437 (meters)                     COMP
 AG9500  Y           -  -5,624,478.156 (meters)                     COMP
 AG9500  Z           -   2,899,059.189 (meters)                     COMP
 AG9500  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AG9500  ELLIP HEIGHT-         -14.39  (meters)          (06/19/01) GPS OBS
 AG9500  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG9500
 AG9500  HORZ ORDER  -  FIRST
 AG9500  ELLP ORDER  -  FOURTH    CLASS I
 AG9500
 AG9500.The horizontal coordinates were established by GPS observations
 AG9500.and adjusted by the National Geodetic Survey in June 2001..
 AG9500
 AG9500.The orthometric height was determined by GPS observations and a
 AG9500.high-resolution geoid model.
 AG9500
 AG9500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9500
 AG9500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9500
 AG9500.The ellipsoidal height was determined by GPS observations
 AG9500.and is referenced to NAD 83.
 AG9500
 AG9500.The geoid height was determined by GEOID03.
 AG9500
 AG9500;                    North         East     Units Scale Factor Converg.
 AG9500;SPC FL W     -   318,852.036   174,315.328   MT  0.99994932   -0 07 06.8
 AG9500;SPC FL W     - 1,046,100.39    571,899.54   sFT  0.99994932   -0 07 06.8
 AG9500;UTM  17      - 3,010,475.412   375,289.261   MT  0.99979199   -0 34 33.3
 AG9500
 AG9500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9500!SPC FL W     -   1.00000226  x   0.99994932  =   0.99995158
 AG9500!UTM  17      -   1.00000226  x   0.99979199  =   0.99979425
 AG9500
 AG9500                          SUPERSEDED SURVEY CONTROL
 AG9500
 AG9500  NAD 83(1990)-  27 12 40.99233(N)    082 15 33.39464(W) AD(       ) 1
 AG9500  ELLIP H (05/09/94)  -14.16   (m)                       GP(       ) 4 2
 AG9500
 AG9500.Superseded values are not recommended for survey control.
 AG9500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9500.See file dsdata.txt to determine how the superseded data were derived.
 AG9500
 AG9500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7528910475(NAD 83)
 AG9500_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9500_SP_SET: CONCRETE POST
 AG9500_STAMPING: 058
 AG9500_MARK LOGO: FL-115
 AG9500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9500+STABILITY: SURFACE MOTION
 AG9500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9500+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 AG9500
 AG9500  HISTORY     - Date     Condition        Report By
 AG9500  HISTORY     - 1992     MONUMENTED       FL-115
 AG9500  HISTORY     - 20051206 GOOD             JCLS
 AG9500
 AG9500                          STATION DESCRIPTION
 AG9500
 AG9500'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9500'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9500'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEASTERLY ON
 AG9500'STATE ROAD 72 (CLARK ROAD), 12.65 MI (20.36 KM) TO THE STATION ON THE
 AG9500'RIGHT.
 AG9500'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---058---
 AG9500'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9500'6-INCHES BELOW THE GROUND. IT IS 16.2 FT (4.94 M) SOUTHWESTERLY OF
 AG9500'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 16.6 FT (5.06 M)
 AG9500'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9500'REFERENCES--
 AG9500'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9500'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9500'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.97 FT (2.43 M)
 AG9500'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 058, AND 9.87 FT (3.01 M)
 AG9500'NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9500'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9500'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9500'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8.56 FT (2.61 M)
 AG9500'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 058, AND 9.87 FT (3.01 M)
 AG9500'NORTHEASTERLY OS SARCO REFERENCE NO. 1.
 AG9500
 AG9500                          STATION RECOVERY (2005)
 AG9500
 AG9500'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AG9500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9501 ***********************************************************************
 AG9501  DESIGNATION -  059
 AG9501  PID         -  AG9501
 AG9501  STATE/COUNTY-  FL/SARASOTA
 AG9501  USGS QUAD   -  MURDOCK NW (1972)
 AG9501
 AG9501                         *CURRENT SURVEY CONTROL
 AG9501  ___________________________________________________________________
 AG9501* NAD 83(1999)-  27 11 44.09240(N)    082 13 14.96273(W)     ADJUSTED  
 AG9501* NAVD 88     -         9.6    (meters)      31.     (feet)  GPS OBS   
 AG9501  ___________________________________________________________________
 AG9501  X           -     768,413.386 (meters)                     COMP
 AG9501  Y           -  -5,624,756.834 (meters)                     COMP
 AG9501  Z           -   2,897,501.396 (meters)                     COMP
 AG9501  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AG9501  ELLIP HEIGHT-         -14.66  (meters)          (06/19/01) GPS OBS
 AG9501  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG9501
 AG9501  HORZ ORDER  -  FIRST
 AG9501  ELLP ORDER  -  FOURTH    CLASS I
 AG9501
 AG9501.The horizontal coordinates were established by GPS observations
 AG9501.and adjusted by the National Geodetic Survey in June 2001..
 AG9501
 AG9501.The orthometric height was determined by GPS observations and a
 AG9501.high-resolution geoid model.
 AG9501
 AG9501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9501
 AG9501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9501
 AG9501.The ellipsoidal height was determined by GPS observations
 AG9501.and is referenced to NAD 83.
 AG9501
 AG9501.The geoid height was determined by GEOID03.
 AG9501
 AG9501;                    North         East     Units Scale Factor Converg.
 AG9501;SPC FL W     -   317,093.435   178,121.540   MT  0.99994708   -0 06 03.3
 AG9501;SPC FL W     - 1,040,330.71    584,387.09   sFT  0.99994708   -0 06 03.3
 AG9501;UTM  17      - 3,008,686.783   379,080.705   MT  0.99978049   -0 33 28.9
 AG9501
 AG9501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9501!SPC FL W     -   1.00000230  x   0.99994708  =   0.99994938
 AG9501!UTM  17      -   1.00000230  x   0.99978049  =   0.99978279
 AG9501
 AG9501                          SUPERSEDED SURVEY CONTROL
 AG9501
 AG9501  NAD 83(1990)-  27 11 44.09109(N)    082 13 14.96294(W) AD(       ) 1
 AG9501  ELLIP H (05/09/94)  -14.44   (m)                       GP(       ) 4 2
 AG9501
 AG9501.Superseded values are not recommended for survey control.
 AG9501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9501.See file dsdata.txt to determine how the superseded data were derived.
 AG9501
 AG9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7908108687(NAD 83)
 AG9501_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9501_SP_SET: CONCRETE POST
 AG9501_STAMPING: 059
 AG9501_MARK LOGO: FL-115
 AG9501_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9501+STABILITY: SURFACE MOTION
 AG9501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9501+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9501
 AG9501  HISTORY     - Date     Condition        Report By
 AG9501  HISTORY     - 1992     MONUMENTED       FL-115
 AG9501
 AG9501                          STATION DESCRIPTION
 AG9501
 AG9501'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9501'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9501'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEASTERLY ON
 AG9501'STATE ROAD 72 (CLARK ROAD), 17.25 MI (27.76 KM) TO THE STATION ON THE
 AG9501'RIGHT.
 AG9501'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STATMPED
 AG9501'---059--- SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT
 AG9501'THAT IS 6-INCHES BELOW THE GROUND. IT IS 15 FT (4.57 M) SOUTHERLY OF
 AG9501'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 6.4 FT (1.95 M)
 AG9501'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9501'REFERENCES--
 AG9501'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9501'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9501'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 6.82 FT
 AG9501'(2.08 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 059, AND 9.60 FT
 AG9501'(2.93 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9501'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9501'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9501'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 6.86 FT
 AG9501'(2.09 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 059, AND 9.60 FT
 AG9501'(2.93 M) EASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6290 ***********************************************************************
 AD6290  DESIGNATION -  06 78 B 01 RM 1 FLDNR
 AD6290  PID         -  AD6290
 AD6290  STATE/COUNTY-  FL/PALM BEACH
 AD6290  USGS QUAD   -  JUPITER (1983)
 AD6290
 AD6290                         *CURRENT SURVEY CONTROL
 AD6290  ___________________________________________________________________
 AD6290* NAD 83(1986)-  26 56 39.     (N)    080 04 17.     (W)     SCALED    
 AD6290* NAVD 88     -         1.204  (meters)       3.95   (feet)  ADJUSTED  
 AD6290  ___________________________________________________________________
 AD6290  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AD6290  DYNAMIC HT  -           1.202 (meters)       3.94  (feet)  COMP
 AD6290  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 AD6290
 AD6290  VERT ORDER  -  SECOND    CLASS I
 AD6290
 AD6290.The horizontal coordinates were scaled from a topographic map and have
 AD6290.an estimated accuracy of +/- 6 seconds.
 AD6290
 AD6290.The orthometric height was determined by differential leveling
 AD6290.and adjusted by the National Geodetic Survey in June 1991..
 AD6290
 AD6290.The geoid height was determined by GEOID03.
 AD6290
 AD6290.The dynamic height is computed by dividing the NAVD 88
 AD6290.geopotential number by the normal gravity value computed on the
 AD6290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6290.degrees latitude (g = 980.6199 gals.).
 AD6290
 AD6290.The modeled gravity was interpolated from observed gravity values.
 AD6290
 AD6290;                    North         East    Units  Estimated Accuracy
 AD6290;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6290
 AD6290                          SUPERSEDED SURVEY CONTROL
 AD6290
 AD6290  NGVD 29 (09/01/92)    1.667  (m)            5.47   (f) ADJUSTED    2 1
 AD6290
 AD6290.Superseded values are not recommended for survey control.
 AD6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6290.See file dsdata.txt to determine how the superseded data were derived.
 AD6290
 AD6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6290_MARKER: DD = SURVEY DISK
 AD6290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6290_SP_SET: CONCRETE SEAWALL
 AD6290_STAMPING: 06-78-B-01 1978 B.C.E. RM-1
 AD6290_MARK LOGO: FLDNR 
 AD6290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6290+STABILITY: SURFACE MOTION
 AD6290
 AD6290  HISTORY     - Date     Condition        Report By
 AD6290  HISTORY     - 1978     MONUMENTED       FLDNR
 AD6290  HISTORY     - 1981     GOOD             FLDNR
 AD6290  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6290
 AD6290                          STATION DESCRIPTION
 AD6290
 AD6290'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6290'1.4 MI EAST FROM JUPITER.
 AD6290'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6290'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6290'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6290'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6290'BENCH MARK.  THE MARK BEARS 65 FEET WEST-NORTHWEST OF DAY BEACON
 AD6290'NUMBER 1 AND IS SET IN THE TOP OF THE EAST-WEST CONCRETE SEAWALL AT
 AD6290'THE INLET.
 AD6290'THE MARK IS 2 FT ABOVE GROUND.
 AD6290
 AD6290                          STATION RECOVERY (1994)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (1995)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (2002)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6290'THE EAST-WEST CONCRETE SEAWALL HAS BEEN COMPLETELY REBUILT.
 AD6290
 AD6290                          STATION RECOVERY (2003)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (2004)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (2005)
 AD6290
 AD6290'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6290'MARK NOT FOUND
 AD6290' 
 AD6290' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7887 ***********************************************************************
 AD7887  CBN         -  This is a Cooperative Base Network Control Station.
 AD7887  DESIGNATION -  06 78 E 07
 AD7887  PID         -  AD7887
 AD7887  STATE/COUNTY-  FL/PALM BEACH
 AD7887  USGS QUAD   -  PALM BEACH (1983)
 AD7887
 AD7887                         *CURRENT SURVEY CONTROL
 AD7887  ___________________________________________________________________
 AD7887* NAD 83(1999)-  26 37 56.10115(N)    080 02 14.38664(W)     ADJUSTED  
 AD7887* NAVD 88     -         4.568  (meters)      14.99   (feet)  ADJUSTED  
 AD7887  ___________________________________________________________________
 AD7887  X           -     987,045.220 (meters)                     COMP
 AD7887  Y           -  -5,619,217.603 (meters)                     COMP
 AD7887  Z           -   2,841,840.931 (meters)                     COMP
 AD7887  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 AD7887  ELLIP HEIGHT-         -21.81  (meters)          (05/31/01) GPS OBS
 AD7887  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AD7887  DYNAMIC HT  -           4.561 (meters)      14.96  (feet)  COMP
 AD7887  MODELED GRAV-     979,111.6   (mgal)                       NAVD 88
 AD7887
 AD7887  HORZ ORDER  -  B
 AD7887  VERT ORDER  -  FIRST     CLASS II
 AD7887  ELLP ORDER  -  FIFTH     CLASS I
 AD7887
 AD7887.The horizontal coordinates were established by GPS observations
 AD7887.and adjusted by the National Geodetic Survey in May 2001..
 AD7887
 AD7887.The orthometric height was determined by differential leveling
 AD7887.and adjusted by the National Geodetic Survey in June 2002..
 AD7887.No vertical observational check was made to the station.
 AD7887
 AD7887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7887
 AD7887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7887
 AD7887.The ellipsoidal height was determined by GPS observations
 AD7887.and is referenced to NAD 83.
 AD7887
 AD7887.The geoid height was determined by GEOID03.
 AD7887
 AD7887.The dynamic height is computed by dividing the NAVD 88
 AD7887.geopotential number by the normal gravity value computed on the
 AD7887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7887.degrees latitude (g = 980.6199 gals.).
 AD7887
 AD7887.The modeled gravity was interpolated from observed gravity values.
 AD7887
 AD7887;                    North         East     Units Scale Factor Converg.
 AD7887;SPC FL E     -   255,020.545   295,855.672   MT  1.00005457   +0 25 53.6
 AD7887;SPC FL E     -   836,679.90    970,653.15   sFT  1.00005457   +0 25 53.6
 AD7887;UTM  17      - 2,946,065.515   595,822.966   MT  0.99971336   +0 25 53.6
 AD7887
 AD7887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7887!SPC FL E     -   1.00000343  x   1.00005457  =   1.00005800
 AD7887!UTM  17      -   1.00000343  x   0.99971336  =   0.99971679
 AD7887
 AD7887                          SUPERSEDED SURVEY CONTROL
 AD7887
 AD7887  NAD 83(1990)-  26 37 56.09993(N)    080 02 14.38528(W) AD(       ) B
 AD7887  ELLIP H (09/13/90)  -21.81   (m)                       GP(       ) 4 1
 AD7887  NGVD 29 (09/13/90)    5.3    (m)           17.     (f) GPS OBS        
 AD7887
 AD7887.Superseded values are not recommended for survey control.
 AD7887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7887.See file dsdata.txt to determine how the superseded data were derived.
 AD7887
 AD7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9582346066(NAD 83)
 AD7887_MARKER: DD = SURVEY DISK
 AD7887_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AD7887_SP_SET: PREFAB CONC. BLOCK IN EARTH
 AD7887_STAMPING: 06 78 E 07
 AD7887_MARK LOGO: FLDNR 
 AD7887_PROJECTION: FLUSH
 AD7887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7887+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AD7887
 AD7887  HISTORY     - Date     Condition        Report By
 AD7887  HISTORY     - UNK      MONUMENTED
 AD7887  HISTORY     - 1989     GOOD             NGS
 AD7887  HISTORY     - 20010117 GOOD             USPSQD
 AD7887  HISTORY     - 20020222 GOOD             FLDEP
 AD7887  HISTORY     - 20030422 GOOD             USPSQD
 AD7887  HISTORY     - 20040503 GOOD             USPSQD
 AD7887  HISTORY     - 20050504 GOOD             USPSQD
 AD7887
 AD7887                          STATION DESCRIPTION
 AD7887
 AD7887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD7887'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF LAKE WORTH, ABOUT
 AD7887'11.3 KM (7.00 MI) SOUTH OF PALM BEACH, AT THE ATLANTIC OCEAN SHORELINE
 AD7887'AND ABOUT 61 M (200.1 FT) EAST OF THE NORTHEAST CORNER OF A PAVED
 AD7887'PARKING LOT FOR THE PALM BEACH PAR 3 GOLF CLUB.  OWNERSHIP--UNKNOWN,
 AD7887'CONTACT RICHARD DYTRYCK, GOLF COURSE MANAGER, PHONE 582-4462, BEFORE
 AD7887'VISITING STATION.
 AD7887'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 802 AND STATE
 AD7887'ROUTE A1A, NEAR THE NORTHEAST CORNER OF LAKE WORTH, GO NORTH ALONG
 AD7887'STATE ROUTE A1A FOR 1.8 KM (1.10 MI) TO THE ENTRANCE ON THE RIGHT
 AD7887'LEADING EAST TO THE PALM BEACH PAR 3 GOLF COURSE, THEN GO RIGHT, EAST
 AD7887'FOR ABOUT 0.16 KM (0.10 MI) TO THE SOUTHEAST CORNER OF A PAVED PARKING
 AD7887'LOT THEN, CAN DRIVE ALONG A DIRT TRACK ROAD (GOLF CART PATH) FOR ABOUT
 AD7887'35 M (114.8 FT), THEN DRIVE NORTH TOWARDS FOUR LONE PALM TREES, WHICH
 AD7887'ARE LOCATED ON THE EAST SIDE OF NO.6 FAIRWAY, BETWEEN OCEANS EDGE AND
 AD7887'EAST EDGE OF PARKING LOT (VEHICLE CAN BE PARKED HERE, DO NOT DRIVE ON
 AD7887'GREENS).  STATION IS LOCATED ABOUT 20 M (65.6 FT) EAST-NORTHEAST OF
 AD7887'THIS POINT.
 AD7887'THE STATION IS FLUSH WITH GROUND.  LOCATED 7 M (23.0 FT) WEST OF THE
 AD7887'WEST EDGE OF THE SHORELINE, 16 M (52.5 FT) NORTH OF THE NORTH EDGE OF
 AD7887'A WOODEN BENCH, 20.2 M (66.3 FT) NORTH OF A LONE 18-INCH PALM TREE,
 AD7887'18.8 M (61.7 FT) EAST OF THE MOST NORTH 1 OF 4 12-INCH PALM TREES,
 AD7887'10.7 M (35.1 FT) EAST OF THE APPROXIMATE CENTER OF FAIRWAY, ABOUT 55 M
 AD7887'(180.4 FT) EAST OF THE NORTHEAST CORNER OF A PAVED PARKING LOT AND
 AD7887'0.31 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 AD7887'DESCRIBED BY G.F. SMITH.
 AD7887
 AD7887                          STATION RECOVERY (2001)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD7887'RECOVERED IN GOOD CONDITION.
 AD7887
 AD7887                          STATION RECOVERY (2002)
 AD7887
 AD7887'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7887'RECOVERED IN GOOD CONDITION.
 AD7887'
 AD7887
 AD7887                          STATION RECOVERY (2003)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD7887'WITNESS POST SHATTERED
 AD7887
 AD7887                          STATION RECOVERY (2004)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD7887'RECOVERED IN GOOD CONDITION.
 AD7887
 AD7887                          STATION RECOVERY (2005)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD7887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9502 ***********************************************************************
 AG9502  DESIGNATION -  060
 AG9502  PID         -  AG9502
 AG9502  STATE/COUNTY-  FL/SARASOTA
 AG9502  USGS QUAD   -  MURDOCK NW (1972)
 AG9502
 AG9502                         *CURRENT SURVEY CONTROL
 AG9502  ___________________________________________________________________
 AG9502* NAD 83(1999)-  27 11 36.47368(N)    082 09 49.76404(W)     ADJUSTED  
 AG9502* NAVD 88     -        11.2    (meters)      37.     (feet)  GPS OBS   
 AG9502  ___________________________________________________________________
 AG9502  X           -     774,023.494 (meters)                     COMP
 AG9502  Y           -  -5,624,097.179 (meters)                     COMP
 AG9502  Z           -   2,897,293.544 (meters)                     COMP
 AG9502  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AG9502  ELLIP HEIGHT-         -13.07  (meters)          (06/19/01) GPS OBS
 AG9502  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG9502
 AG9502  HORZ ORDER  -  FIRST
 AG9502  ELLP ORDER  -  FOURTH    CLASS I
 AG9502
 AG9502.The horizontal coordinates were established by GPS observations
 AG9502.and adjusted by the National Geodetic Survey in June 2001..
 AG9502
 AG9502.The orthometric height was determined by GPS observations and a
 AG9502.high-resolution geoid model.
 AG9502
 AG9502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9502
 AG9502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9502
 AG9502.The ellipsoidal height was determined by GPS observations
 AG9502.and is referenced to NAD 83.
 AG9502
 AG9502.The geoid height was determined by GEOID03.
 AG9502
 AG9502;                    North         East     Units Scale Factor Converg.
 AG9502;SPC FL W     -   316,850.283   183,768.593   MT  0.99994443   -0 04 29.5
 AG9502;SPC FL W     - 1,039,532.97    602,914.13   sFT  0.99994443   -0 04 29.5
 AG9502;UTM  17      - 3,008,398.641   384,724.658   MT  0.99976404   -0 31 54.9
 AG9502
 AG9502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9502!SPC FL W     -   1.00000205  x   0.99994443  =   0.99994648
 AG9502!UTM  17      -   1.00000205  x   0.99976404  =   0.99976609
 AG9502
 AG9502                          SUPERSEDED SURVEY CONTROL
 AG9502
 AG9502  NAD 83(1990)-  27 11 36.47225(N)    082 09 49.76420(W) AD(       ) 1
 AG9502  ELLIP H (05/09/94)  -12.83   (m)                       GP(       ) 4 2
 AG9502
 AG9502.Superseded values are not recommended for survey control.
 AG9502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9502.See file dsdata.txt to determine how the superseded data were derived.
 AG9502
 AG9502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8472508399(NAD 83)
 AG9502_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9502_SP_SET: CONCRETE POST
 AG9502_STAMPING: 060
 AG9502_MARK LOGO: FL-115
 AG9502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9502+STABILITY: SURFACE MOTION
 AG9502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9502+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9502
 AG9502  HISTORY     - Date     Condition        Report By
 AG9502  HISTORY     - 1992     MONUMENTED       FL-115
 AG9502  HISTORY     - 20030922 MARK NOT FOUND   FL-115
 AG9502
 AG9502                          STATION DESCRIPTION
 AG9502
 AG9502'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9502'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9502'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9502'(CLARK ROAD), 18.7 MI (30.09 KM) TO THE STATION ON THE LEFT.
 AG9502'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---060---
 AG9502'SET IN A 12-INCH POURED IN PALCE CONCRETE MONUMENT THAT IS 6-INCHES
 AG9502'BELOW THE GROUND. IT IS 14.66 FT (4.47 M) NORTHERLY OF THE CENTERLINE
 AG9502'OF STATE ROAD 72 (CLARK ROAD), AND 20.2 FT (6.16 M) SOUTHERLY OF A
 AG9502'SURVEY MARKER WITNESS POST.
 AG9502'REFERENCES--
 AG9502'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9502'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9502'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.6 FT
 AG9502'(2.32 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 060, AND 9.5 FT
 AG9502'(2.90 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9502'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9502'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9502'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.84 FT
 AG9502'(2.39 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 060, AND 9.5 FT
 AG9502'(2.90 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9502
 AG9502                          STATION RECOVERY (2003)
 AG9502
 AG9502'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9503 ***********************************************************************
 AG9503  DESIGNATION -  061
 AG9503  PID         -  AG9503
 AG9503  STATE/COUNTY-  FL/SARASOTA
 AG9503  USGS QUAD   -  MURDOCK NW (1972)
 AG9503
 AG9503                         *CURRENT SURVEY CONTROL
 AG9503  ___________________________________________________________________
 AG9503* NAD 83(1999)-  27 11 36.36846(N)    082 09 19.67334(W)     ADJUSTED  
 AG9503* NAVD 88     -        10.3    (meters)      34.     (feet)  GPS OBS   
 AG9503  ___________________________________________________________________
 AG9503  X           -     774,844.041 (meters)                     COMP
 AG9503  Y           -  -5,623,984.857 (meters)                     COMP
 AG9503  Z           -   2,897,290.242 (meters)                     COMP
 AG9503  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AG9503  ELLIP HEIGHT-         -13.99  (meters)          (06/19/01) GPS OBS
 AG9503  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AG9503
 AG9503  HORZ ORDER  -  FIRST
 AG9503  ELLP ORDER  -  FOURTH    CLASS I
 AG9503
 AG9503.The horizontal coordinates were established by GPS observations
 AG9503.and adjusted by the National Geodetic Survey in June 2001..
 AG9503
 AG9503.The orthometric height was determined by GPS observations and a
 AG9503.high-resolution geoid model.
 AG9503
 AG9503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9503
 AG9503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9503
 AG9503.The ellipsoidal height was determined by GPS observations
 AG9503.and is referenced to NAD 83.
 AG9503
 AG9503.The geoid height was determined by GEOID03.
 AG9503
 AG9503;                    North         East     Units Scale Factor Converg.
 AG9503;SPC FL W     -   316,845.990   184,596.742   MT  0.99994410   -0 04 15.8
 AG9503;SPC FL W     - 1,039,518.89    605,631.14   sFT  0.99994410   -0 04 15.8
 AG9503;UTM  17      - 3,008,387.744   385,552.597   MT  0.99976169   -0 31 41.2
 AG9503
 AG9503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9503!SPC FL W     -   1.00000220  x   0.99994410  =   0.99994630
 AG9503!UTM  17      -   1.00000220  x   0.99976169  =   0.99976389
 AG9503
 AG9503                          SUPERSEDED SURVEY CONTROL
 AG9503
 AG9503  NAD 83(1990)-  27 11 36.36702(N)    082 09 19.67350(W) AD(       ) 1
 AG9503  ELLIP H (05/09/94)  -13.75   (m)                       GP(       ) 4 2
 AG9503
 AG9503.Superseded values are not recommended for survey control.
 AG9503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9503.See file dsdata.txt to determine how the superseded data were derived.
 AG9503
 AG9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8555308388(NAD 83)
 AG9503_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9503_SP_SET: CONCRETE POST
 AG9503_STAMPING: 061
 AG9503_MARK LOGO: FL-115
 AG9503_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9503+STABILITY: SURFACE MOTION
 AG9503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9503+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9503
 AG9503  HISTORY     - Date     Condition        Report By
 AG9503  HISTORY     - 1992     MONUMENTED       FL-115
 AG9503  HISTORY     - 20030922 MARK NOT FOUND   FL-115
 AG9503
 AG9503                          STATION DESCRIPTION
 AG9503
 AG9503'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9503'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9503'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9503'(CLARK ROAD), 19.25 MI (30.98 KM) TO THE STATION ON THE LEFT.
 AG9503'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---061---
 AG9503'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9503'5-INCHES BELOW THE GROUND. IT IS 16.9 FT (5.15 M) NORTHERLY OF THE
 AG9503'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 29.8 FT (9.08 M)
 AG9503'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9503'REFERENCES--
 AG9503'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9503'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9503'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 10.03 FT
 AG9503'(3.06 M) SOUTHWESTERLY OF SARCO G.P.S. STATION 061, AND 12.30 FT
 AG9503'(3.75 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9503'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9503'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9503'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 10.25 FT
 AG9503'(3.12 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 061, AND 12.30 FT
 AG9503'(3.75 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9503
 AG9503                          STATION RECOVERY (2003)
 AG9503
 AG9503'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9504 ***********************************************************************
 AG9504  DESIGNATION -  062
 AG9504  PID         -  AG9504
 AG9504  STATE/COUNTY-  FL/SARASOTA
 AG9504  USGS QUAD   -  MURDOCK NW (1972)
 AG9504
 AG9504                         *CURRENT SURVEY CONTROL
 AG9504  ___________________________________________________________________
 AG9504* NAD 83(1999)-  27 11 35.99216(N)    082 07 55.64350(W)     ADJUSTED  
 AG9504* NAVD 88     -        11.6    (meters)      38.     (feet)  GPS OBS   
 AG9504  ___________________________________________________________________
 AG9504  X           -     777,136.006 (meters)                     COMP
 AG9504  Y           -  -5,623,675.126 (meters)                     COMP
 AG9504  Z           -   2,897,280.539 (meters)                     COMP
 AG9504  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AG9504  ELLIP HEIGHT-         -12.68  (meters)          (06/19/01) GPS OBS
 AG9504  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG9504
 AG9504  HORZ ORDER  -  FIRST
 AG9504  ELLP ORDER  -  FOURTH    CLASS I
 AG9504
 AG9504.The horizontal coordinates were established by GPS observations
 AG9504.and adjusted by the National Geodetic Survey in June 2001..
 AG9504
 AG9504.The orthometric height was determined by GPS observations and a
 AG9504.high-resolution geoid model.
 AG9504
 AG9504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9504
 AG9504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9504
 AG9504.The ellipsoidal height was determined by GPS observations
 AG9504.and is referenced to NAD 83.
 AG9504
 AG9504.The geoid height was determined by GEOID03.
 AG9504
 AG9504;                    North         East     Units Scale Factor Converg.
 AG9504;SPC FL W     -   316,831.756   186,909.391   MT  0.99994329   -0 03 37.4
 AG9504;SPC FL W     - 1,039,472.19    613,218.56   sFT  0.99994329   -0 03 37.4
 AG9504;UTM  17      - 3,008,355.068   387,864.630   MT  0.99975522   -0 31 02.7
 AG9504
 AG9504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9504!SPC FL W     -   1.00000199  x   0.99994329  =   0.99994528
 AG9504!UTM  17      -   1.00000199  x   0.99975522  =   0.99975721
 AG9504
 AG9504                          SUPERSEDED SURVEY CONTROL
 AG9504
 AG9504  NAD 83(1990)-  27 11 35.99067(N)    082 07 55.64363(W) AD(       ) 1
 AG9504  ELLIP H (05/09/94)  -12.43   (m)                       GP(       ) 4 2
 AG9504
 AG9504.Superseded values are not recommended for survey control.
 AG9504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9504.See file dsdata.txt to determine how the superseded data were derived.
 AG9504
 AG9504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8786508355(NAD 83)
 AG9504_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9504_SP_SET: CONCRETE POST
 AG9504_STAMPING: 062
 AG9504_MARK LOGO: FL-115
 AG9504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9504+STABILITY: SURFACE MOTION
 AG9504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9504+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9504
 AG9504  HISTORY     - Date     Condition        Report By
 AG9504  HISTORY     - 1992     MONUMENTED       FL-115
 AG9504  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9504
 AG9504                          STATION DESCRIPTION
 AG9504
 AG9504'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9504'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9504'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9504'(CLARK ROAD), 20.7 MI (33.31 KM) TO THE STATION ON THE LEFT.
 AG9504'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---062---
 AG9504'SET IN A 12-INCH ROUND POURED IS PLACE CONCRETE MONUMENT THAT IS
 AG9504'4-INCHES BELOW THE GROUND. IT IS 15.61 FT (4.76 M) NORTHERLY OF THE
 AG9504'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 35.64 FT (10.86 M)
 AG9504'SOUTHERLY OF A WOODEN POWER POLE NO. 22 383.
 AG9504'REFERENCES--
 AG9504'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9504'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9504'(CLARK ROAD). IT IS 9.17 FT (2.80 M) SOUTHWESTERLY OF SARCO G.P.S.
 AG9504'STATION SAR 062, AND 10.21 FT (3.11 M) WESTERLY OF SARCO REFERENCE
 AG9504'NAIL AND DISK NO. 2.
 AG9504'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9504'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9504'(CLARK ROAD). IT IS 8.40 FT (2.56 M) SOUTHEASTERLY OF SARCO G.P.S.
 AG9504'STATION SAR 062, AND 10.21 FT (3.11 M) EASTERLY OF SARCO REFERENCE
 AG9504'NAIL AND DISK NO. 1.
 AG9504
 AG9504                          STATION RECOVERY (2003)
 AG9504
 AG9504'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9505 ***********************************************************************
 AG9505  DESIGNATION -  068
 AG9505  PID         -  AG9505
 AG9505  STATE/COUNTY-  FL/SARASOTA
 AG9505  USGS QUAD   -  MYAKKA RIVER (1987)
 AG9505
 AG9505                         *CURRENT SURVEY CONTROL
 AG9505  ___________________________________________________________________
 AG9505* NAD 83(1999)-  27 02 57.64678(N)    082 19 45.95003(W)     ADJUSTED  
 AG9505* NAVD 88     -         2.4    (meters)       8.     (feet)  GPS OBS   
 AG9505  ___________________________________________________________________
 AG9505  X           -     758,735.151 (meters)                     COMP
 AG9505  Y           -  -5,633,518.313 (meters)                     COMP
 AG9505  Z           -   2,883,076.563 (meters)                     COMP
 AG9505  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AG9505  ELLIP HEIGHT-         -21.46  (meters)          (06/19/01) GPS OBS
 AG9505  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG9505
 AG9505  HORZ ORDER  -  FIRST
 AG9505  ELLP ORDER  -  FOURTH    CLASS I
 AG9505
 AG9505.The horizontal coordinates were established by GPS observations
 AG9505.and adjusted by the National Geodetic Survey in June 2001..
 AG9505
 AG9505.The orthometric height was determined by GPS observations and a
 AG9505.high-resolution geoid model.
 AG9505
 AG9505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9505
 AG9505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9505
 AG9505.The ellipsoidal height was determined by GPS observations
 AG9505.and is referenced to NAD 83.
 AG9505
 AG9505.The geoid height was determined by GEOID03.
 AG9505
 AG9505;                    North         East     Units Scale Factor Converg.
 AG9505;SPC FL W     -   300,914.222   167,318.506   MT  0.99995436   -0 08 59.3
 AG9505;SPC FL W     -   987,249.41    548,944.13   sFT  0.99995436   -0 08 59.3
 AG9505;UTM  17      - 2,992,596.520   368,150.932   MT  0.99981460   -0 36 16.8
 AG9505
 AG9505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9505!SPC FL W     -   1.00000337  x   0.99995436  =   0.99995773
 AG9505!UTM  17      -   1.00000337  x   0.99981460  =   0.99981797
 AG9505
 AG9505                          SUPERSEDED SURVEY CONTROL
 AG9505
 AG9505  NAD 83(1990)-  27 02 57.64535(N)    082 19 45.94945(W) AD(       ) 1
 AG9505  ELLIP H (05/09/94)  -21.42   (m)                       GP(       ) 4 2
 AG9505
 AG9505.Superseded values are not recommended for survey control.
 AG9505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9505.See file dsdata.txt to determine how the superseded data were derived.
 AG9505
 AG9505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6815192597(NAD 83)
 AG9505_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9505_SP_SET: CONCRETE POST
 AG9505_STAMPING: 068
 AG9505_MARK LOGO: FL-115
 AG9505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9505+STABILITY: SURFACE MOTION
 AG9505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9505+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1992
 AG9505
 AG9505  HISTORY     - Date     Condition        Report By
 AG9505  HISTORY     - UNK      MONUMENTED
 AG9505  HISTORY     - 19920828 GOOD             FL-115
 AG9505  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AG9505
 AG9505                          STATION DESCRIPTION
 AG9505
 AG9505'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9505'TO REACH THE STATION FROM THE INTERSECTION OF JACARANDA BOULEVARD AND
 AG9505'U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9505'HIGHWAY 41, 4.15 MI (6.68 KM) TO THE STATION ON THE RIGHT.
 AG9505'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---068---
 AG9505'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9505'8-INCHES BELOW THE GROUND. IT IS 30.6 FT (9.33 M) SOUTHERLY OF THE
 AG9505'CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 23 FT (7.01 M)
 AG9505'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9505'REFERENCES--
 AG9505'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9505'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9505'PAVEMENT ROAD BED FOR THE SOUTH BOUND LANE OF U.S. HIGHWAY 41
 AG9505'(TAMIAMI TRAIL). IT IS 20.74 FT (6.32 M) NORTHWESTERLY OF SARCO G
 AG9505'.P.S. STATION SAR 068, AND 20.77 FT (6.33 M) WESTERLY OF SARCO
 AG9505'REFERENCE NO. 2.
 AG9505'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9505'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9505'PAVEMENT ROAD BED FOR THE SOUTH BOUND LANE OF U.S. HIGHWAY 41
 AG9505'(TAMIAMI TRAIL). IT IS 22.12 FT (6.74 M) NORTHEASTERLY OF SARCO G
 AG9505'.P.S. STATION 068, AND 20.77 FT (6.33 M) EASTERLY OF SARCO REFERENCE
 AG9505'NO. 1.
 AG9505
 AG9505                          STATION RECOVERY (2002)
 AG9505
 AG9505'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9505'APPEARS NEW HIGHER AND WIDER HIGHWAY.
 AG9505' 
 AG9505'ALSO O68 RM1 AND RM2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9506 ***********************************************************************
 AG9506  DESIGNATION -  069
 AG9506  PID         -  AG9506
 AG9506  STATE/COUNTY-  FL/SARASOTA
 AG9506  USGS QUAD   -  MURDOCK NE (1987)
 AG9506
 AG9506                         *CURRENT SURVEY CONTROL
 AG9506  ___________________________________________________________________
 AG9506* NAD 83(1999)-  27 11 35.86968(N)    082 07 22.79823(W)     ADJUSTED  
 AG9506* NAVD 88     -        12.0    (meters)      39.     (feet)  GPS OBS   
 AG9506  ___________________________________________________________________
 AG9506  X           -     778,031.784 (meters)                     COMP
 AG9506  Y           -  -5,623,553.355 (meters)                     COMP
 AG9506  Z           -   2,897,277.364 (meters)                     COMP
 AG9506  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AG9506  ELLIP HEIGHT-         -12.29  (meters)          (06/19/01) GPS OBS
 AG9506  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG9506
 AG9506  HORZ ORDER  -  FIRST
 AG9506  ELLP ORDER  -  FOURTH    CLASS I
 AG9506
 AG9506.The horizontal coordinates were established by GPS observations
 AG9506.and adjusted by the National Geodetic Survey in June 2001..
 AG9506
 AG9506.The orthometric height was determined by GPS observations and a
 AG9506.high-resolution geoid model.
 AG9506
 AG9506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9506
 AG9506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9506
 AG9506.The ellipsoidal height was determined by GPS observations
 AG9506.and is referenced to NAD 83.
 AG9506
 AG9506.The geoid height was determined by GEOID03.
 AG9506
 AG9506;                    North         East     Units Scale Factor Converg.
 AG9506;SPC FL W     -   316,827.067   187,813.352   MT  0.99994301   -0 03 22.4
 AG9506;SPC FL W     - 1,039,456.80    616,184.31   sFT  0.99994301   -0 03 22.4
 AG9506;UTM  17      - 3,008,343.170   388,768.354   MT  0.99975273   -0 30 47.7
 AG9506
 AG9506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9506!SPC FL W     -   1.00000193  x   0.99994301  =   0.99994494
 AG9506!UTM  17      -   1.00000193  x   0.99975273  =   0.99975466
 AG9506
 AG9506                          SUPERSEDED SURVEY CONTROL
 AG9506
 AG9506  NAD 83(1990)-  27 11 35.86818(N)    082 07 22.79835(W) AD(       ) 1
 AG9506  ELLIP H (05/09/94)  -12.04   (m)                       GP(       ) 4 2
 AG9506
 AG9506.Superseded values are not recommended for survey control.
 AG9506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9506.See file dsdata.txt to determine how the superseded data were derived.
 AG9506
 AG9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8876808343(NAD 83)
 AG9506_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9506_SP_SET: CONCRETE POST
 AG9506_STAMPING: 069
 AG9506_MARK LOGO: FL-115
 AG9506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9506+STABILITY: SURFACE MOTION
 AG9506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9506+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9506
 AG9506  HISTORY     - Date     Condition        Report By
 AG9506  HISTORY     - 1992     MONUMENTED       FL-115
 AG9506  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9506
 AG9506                          STATION DESCRIPTION
 AG9506
 AG9506'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9506'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9506'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9506'(CLARK ROAD), 21.3 MI (34.28 KM) TO THE STATION ON THE LEFT.
 AG9506'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---069---
 AG9506'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9506'6-INCHES BELOW THE GROUND. IT IS 16.48 FT (5.02 M) NORTHERLY OF THE
 AG9506'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 214 FT (65.23 M) WEST
 AG9506'OF THE CENTERLINE OF SIDELL ROAD.
 AG9506'REFERENCES--
 AG9506'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9506'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9506'(CLARK ROAD). IT IS 11.03 FT (3.36 M) SOUTHWESTERLY OF SARCO G.P.S.
 AG9506'STATION SAR 069, AND 13.29 FT (4.05 M) WESTERLY OF SARCO REFERENCE
 AG9506'NAIL AND DISK NO. 2.
 AG9506'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9506'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9506'(CLARK ROAD). IT IS 9.79 FT (2.98 M) SOUTHEASTERLY OF SARCO G.P.S.
 AG9506'STATION SAR 069, AND 13.29 FT (4.05 M) EASTERLY OF SARCO REFERENCE
 AG9506'NAIL AND DISK NO. 1.
 AG9506
 AG9506                          STATION RECOVERY (2003)
 AG9506
 AG9506'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9507 ***********************************************************************
 AG9507  DESIGNATION -  070
 AG9507  PID         -  AG9507
 AG9507  STATE/COUNTY-  FL/DE SOTO
 AG9507  USGS QUAD   -  MURDOCK NE (1987)
 AG9507
 AG9507                         *CURRENT SURVEY CONTROL
 AG9507  ___________________________________________________________________
 AG9507* NAD 83(1999)-  27 12 10.55567(N)    082 02 50.24070(W)     ADJUSTED  
 AG9507* NAVD 88     -        12.9    (meters)      42.     (feet)  GPS OBS   
 AG9507  ___________________________________________________________________
 AG9507  X           -     785,394.629 (meters)                     COMP
 AG9507  Y           -  -5,622,037.779 (meters)                     COMP
 AG9507  Z           -   2,898,227.304 (meters)                     COMP
 AG9507  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AG9507  ELLIP HEIGHT-         -11.49  (meters)          (06/19/01) GPS OBS
 AG9507  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG9507
 AG9507  HORZ ORDER  -  FIRST
 AG9507  ELLP ORDER  -  FOURTH    CLASS I
 AG9507
 AG9507.The horizontal coordinates were established by GPS observations
 AG9507.and adjusted by the National Geodetic Survey in June 2001..
 AG9507
 AG9507.The orthometric height was determined by GPS observations and a
 AG9507.high-resolution geoid model.
 AG9507
 AG9507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9507
 AG9507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9507
 AG9507.The ellipsoidal height was determined by GPS observations
 AG9507.and is referenced to NAD 83.
 AG9507
 AG9507.The geoid height was determined by GEOID03.
 AG9507
 AG9507;                    North         East     Units Scale Factor Converg.
 AG9507;SPC FL W     -   317,889.532   195,315.057   MT  0.99994145   -0 01 17.8
 AG9507;SPC FL W     - 1,042,942.57    640,796.15   sFT  0.99994145   -0 01 17.8
 AG9507;UTM  17      - 3,009,345.552   396,276.799   MT  0.99973281   -0 28 43.7
 AG9507
 AG9507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9507!SPC FL W     -   1.00000181  x   0.99994145  =   0.99994325
 AG9507!UTM  17      -   1.00000181  x   0.99973281  =   0.99973461
 AG9507
 AG9507                          SUPERSEDED SURVEY CONTROL
 AG9507
 AG9507  NAD 83(1990)-  27 12 10.55423(N)    082 02 50.24036(W) AD(       ) 1
 AG9507  ELLIP H (05/09/94)  -11.26   (m)                       GP(       ) 4 2
 AG9507
 AG9507.Superseded values are not recommended for survey control.
 AG9507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9507.See file dsdata.txt to determine how the superseded data were derived.
 AG9507
 AG9507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9627709346(NAD 83)
 AG9507_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9507_SP_SET: CONCRETE POST
 AG9507_STAMPING: 070
 AG9507_MARK LOGO: FL-115
 AG9507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9507+STABILITY: SURFACE MOTION
 AG9507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9507+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9507
 AG9507  HISTORY     - Date     Condition        Report By
 AG9507  HISTORY     - 1992     MONUMENTED       FL-115
 AG9507  HISTORY     - 20010715 MARK NOT FOUND   USPSQD
 AG9507  HISTORY     - 20010715 MARK NOT FOUND   USPSQD
 AG9507  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9507
 AG9507                          STATION DESCRIPTION
 AG9507
 AG9507'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9507'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9507'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9507'(CLARK ROAD), 26 MI (41.84 KM) TO THE STATION ON THE RIGHT, THE
 AG9507'STATION BEING IN DESOTO COUNTY.
 AG9507'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---070---
 AG9507'SET IN A 12-INCH POURED IN PLACE CONCRETE MONUMENT THAT IS 4-INCHES
 AG9507'BELOW THE GROUND. IT IS 17.12 FT (5.22 M) SOUTHERLY OF THE CENTERLINE
 AG9507'OF STATE ROAD 72, AND 43.82 FT (13.36 M) NORTHERLY OF A BARBED WIRE
 AG9507'FENCE, AND 131.58 FT (40.11 M) SOUTHWESTERLY OF A WOODEN POWER POLE
 AG9507'NO. 22 298.
 AG9507'REFERENCES--
 AG9507'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9507'AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD 72.
 AG9507'IT IS 10.44 FT (3.18 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR
 AG9507'070, AND 13.32 FT (4.06 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9507'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9507'AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD 72.
 AG9507'IT IS 11.18 FT (3.41 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR
 AG9507'070, AND 13.32 FT (4.06 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9507
 AG9507                          STATION RECOVERY (2001)
 AG9507
 AG9507'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9507'MARK NOT FOUND.
 AG9507
 AG9507                          STATION RECOVERY (2001)
 AG9507
 AG9507'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9507'SEARCHED FOR 070 STATION, 070 RM1, AND 070 RM2. NOT FOUND. TOOK
 AG9507'MEASUREMENTS FROM POLE 22 298 COULD NOT LOCATE MARKS...MUCH TRASH
 AG9507
 AG9507                          STATION RECOVERY (2003)
 AG9507
 AG9507'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9508 ***********************************************************************
 AG9508  DESIGNATION -  072
 AG9508  PID         -  AG9508
 AG9508  STATE/COUNTY-  FL/SARASOTA
 AG9508  USGS QUAD   -  BEE RIDGE (1987)
 AG9508
 AG9508                         *CURRENT SURVEY CONTROL
 AG9508  ___________________________________________________________________
 AG9508* NAD 83(1999)-  27 20 13.71687(N)    082 29 49.99536(W)     ADJUSTED  
 AG9508* NAVD 88     -         5.6    (meters)      18.     (feet)  GPS OBS   
 AG9508  ___________________________________________________________________
 AG9508  X           -     740,331.603 (meters)                     COMP
 AG9508  Y           -  -5,621,269.904 (meters)                     COMP
 AG9508  Z           -   2,911,442.738 (meters)                     COMP
 AG9508  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AG9508  ELLIP HEIGHT-         -18.74  (meters)          (06/19/01) GPS OBS
 AG9508  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG9508
 AG9508  HORZ ORDER  -  FIRST
 AG9508  ELLP ORDER  -  FOURTH    CLASS I
 AG9508
 AG9508.The horizontal coordinates were established by GPS observations
 AG9508.and adjusted by the National Geodetic Survey in June 2001..
 AG9508
 AG9508.The orthometric height was determined by GPS observations and a
 AG9508.high-resolution geoid model.
 AG9508
 AG9508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9508
 AG9508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9508
 AG9508.The ellipsoidal height was determined by GPS observations
 AG9508.and is referenced to NAD 83.
 AG9508
 AG9508.The geoid height was determined by GEOID03.
 AG9508
 AG9508;                    North         East     Units Scale Factor Converg.
 AG9508;SPC FL W     -   332,857.486   150,798.956   MT  0.99997105   -0 13 42.0
 AG9508;SPC FL W     - 1,092,049.94    494,746.24   sFT  0.99997105   -0 13 42.0
 AG9508;UTM  17      - 3,024,666.707   351,888.693   MT  0.99987080   -0 41 15.7
 AG9508
 AG9508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9508!SPC FL W     -   1.00000294  x   0.99997105  =   0.99997399
 AG9508!UTM  17      -   1.00000294  x   0.99987080  =   0.99987374
 AG9508
 AG9508                          SUPERSEDED SURVEY CONTROL
 AG9508
 AG9508  NAD 83(1990)-  27 20 13.71559(N)    082 29 49.99488(W) AD(       ) 1
 AG9508  ELLIP H (05/09/94)  -18.64   (m)                       GP(       ) 4 2
 AG9508
 AG9508.Superseded values are not recommended for survey control.
 AG9508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9508.See file dsdata.txt to determine how the superseded data were derived.
 AG9508
 AG9508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5188924667(NAD 83)
 AG9508_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9508_SP_SET: CONCRETE POST
 AG9508_STAMPING: 072
 AG9508_MARK LOGO: FL-115
 AG9508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9508+STABILITY: SURFACE MOTION
 AG9508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9508+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9508
 AG9508  HISTORY     - Date     Condition        Report By
 AG9508  HISTORY     - 1992     MONUMENTED       FL-115
 AG9508
 AG9508                          STATION DESCRIPTION
 AG9508
 AG9508'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9508'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9508'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA COUNTY, GO WEST ON STATE ROAD
 AG9508'780 (FRUITVILLE ROAD), 3 MI (4.83 KM) TO THE STATION ON THE LEFT.
 AG9508'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---072---
 AG9508'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9508'6-INCHES BELOW THE GROUND. IT IS 120 FT (36.58 M) SOUTHERLY OF THE
 AG9508'CENTERLINE OF STATE ROAD 780 (FRUITVILLE ROAD), AND 60 FT (18.29 M)
 AG9508'EASTERLY OF THE CENTERLINE OF BENEVA ROAD.
 AG9508'REFERENCES--
 AG9508'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9508'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9508'SIDEWALK THAT RUNS PARALLEL AND EASTERLY TO BENEVA ROAD. IS IT IS
 AG9508'7.28 FT (2.22 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 072, AND
 AG9508'14.9 FT (4.54 M)SOUTHERLY OF SARCO REFERENCE NO. 2.
 AG9508'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9508'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9508'SIDEWALK THAT RUNS PARALLEL AND EASTERLY TO BENEVA ROAD. IT IS 8.20
 AG9508'FT (2.50 M)NORTHWESTERLY OF SARCO G.P.S. STATION SAR 072, AND 14.9 FT
 AG9508'(4.54 M) NORTHERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9509 ***********************************************************************
 AG9509  DESIGNATION -  073
 AG9509  PID         -  AG9509
 AG9509  STATE/COUNTY-  FL/SARASOTA
 AG9509  USGS QUAD   -  BEE RIDGE (1987)
 AG9509
 AG9509                         *CURRENT SURVEY CONTROL
 AG9509  ___________________________________________________________________
 AG9509* NAD 83(1999)-  27 20 35.81291(N)    082 29 50.98412(W)     ADJUSTED  
 AG9509* NAVD 88     -         8.4    (meters)      28.     (feet)  GPS OBS   
 AG9509  ___________________________________________________________________
 AG9509  X           -     740,264.191 (meters)                     COMP
 AG9509  Y           -  -5,620,966.188 (meters)                     COMP
 AG9509  Z           -   2,912,048.148 (meters)                     COMP
 AG9509  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AG9509  ELLIP HEIGHT-         -15.99  (meters)          (06/19/01) GPS OBS
 AG9509  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG9509
 AG9509  HORZ ORDER  -  FIRST
 AG9509  ELLP ORDER  -  FOURTH    CLASS I
 AG9509
 AG9509.The horizontal coordinates were established by GPS observations
 AG9509.and adjusted by the National Geodetic Survey in June 2001..
 AG9509
 AG9509.The orthometric height was determined by GPS observations and a
 AG9509.high-resolution geoid model.
 AG9509
 AG9509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9509
 AG9509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9509
 AG9509.The ellipsoidal height was determined by GPS observations
 AG9509.and is referenced to NAD 83.
 AG9509
 AG9509.The geoid height was determined by GEOID03.
 AG9509
 AG9509;                    North         East     Units Scale Factor Converg.
 AG9509;SPC FL W     -   333,537.691   150,774.490   MT  0.99997108   -0 13 42.7
 AG9509;SPC FL W     - 1,094,281.57    494,665.97   sFT  0.99997108   -0 13 42.7
 AG9509;UTM  17      - 3,025,347.018   351,869.684   MT  0.99987086   -0 41 16.6
 AG9509
 AG9509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9509!SPC FL W     -   1.00000251  x   0.99997108  =   0.99997359
 AG9509!UTM  17      -   1.00000251  x   0.99987086  =   0.99987337
 AG9509
 AG9509                          SUPERSEDED SURVEY CONTROL
 AG9509
 AG9509  NAD 83(1990)-  27 20 35.81163(N)    082 29 50.98364(W) AD(       ) 1
 AG9509  ELLIP H (05/09/94)  -15.89   (m)                       GP(       ) 4 2
 AG9509
 AG9509.Superseded values are not recommended for survey control.
 AG9509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9509.See file dsdata.txt to determine how the superseded data were derived.
 AG9509
 AG9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5187025347(NAD 83)
 AG9509_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9509_SP_SET: CONCRETE POST
 AG9509_STAMPING: 073
 AG9509_MARK LOGO: FL-115
 AG9509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9509+STABILITY: SURFACE MOTION
 AG9509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9509+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9509
 AG9509  HISTORY     - Date     Condition        Report By
 AG9509  HISTORY     - 1992     MONUMENTED       FL-115
 AG9509
 AG9509                          STATION DESCRIPTION
 AG9509
 AG9509'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9509'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9509'(FRUITVILLE ROAD) AND BENEVA ROAD IN SARASOTA COUNTY, GO NORTH ON
 AG9509'BENEVA ROAD, 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT.
 AG9509'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---073---
 AG9509'SET IN A 12-INCH POURED IN PLACE CONCRETE MONUMENT THAT IS 6-INCHES
 AG9509'BELOW THE GROUND. IT IS 36 FT (10.97 M) WESTERLY OF THE CENTERLINE OF
 AG9509'BENEVA ROAD, 76.3 FT (23.26 M) NORTHERLY OF CENTERLINE OF THE
 AG9509'SOUTHERLY ENTRANCE TO SARASOTA COMMONS SHOPPING CENTER, AND 41.1 FT
 AG9509'(12.53 M) EASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9509'REFERENCES--
 AG9509'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9509'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9509'SIDEWALK THAT RUNS PARALLEL AND WESTERLY TO BENEVA ROAD. IT IS 6.82
 AG9509'FT (2.08 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 073, AND 9.97
 AG9509'FT (3.04 M) SOUTHERLY OF SARCO REFERENCE NO. 2.
 AG9509'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9509'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9509'SIDEWALK THAT RUNS PARALLEL AND WESTERLY TO BENEVA ROAD. IT IS 4.90
 AG9509'FT (1.49 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 073, AND 9.97
 AG9509'FT (3.04 M) NORTHERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9510 ***********************************************************************
 AG9510  DESIGNATION -  074
 AG9510  PID         -  AG9510
 AG9510  STATE/COUNTY-  FL/SARASOTA
 AG9510  USGS QUAD   -  SARASOTA (1992)
 AG9510
 AG9510                         *CURRENT SURVEY CONTROL
 AG9510  ___________________________________________________________________
 AG9510* NAD 83(1999)-  27 20 34.60721(N)    082 32 48.43663(W)     ADJUSTED  
 AG9510* NAVD 88     -         4.8    (meters)      16.     (feet)  GPS OBS   
 AG9510  ___________________________________________________________________
 AG9510  X           -     735,429.928 (meters)                     COMP
 AG9510  Y           -  -5,621,614.778 (meters)                     COMP
 AG9510  Z           -   2,912,013.570 (meters)                     COMP
 AG9510  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AG9510  ELLIP HEIGHT-         -19.50  (meters)          (06/19/01) GPS OBS
 AG9510  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AG9510
 AG9510  HORZ ORDER  -  FIRST
 AG9510  ELLP ORDER  -  FOURTH    CLASS I
 AG9510
 AG9510.The horizontal coordinates were established by GPS observations
 AG9510.and adjusted by the National Geodetic Survey in June 2001..
 AG9510
 AG9510.The orthometric height was determined by GPS observations and a
 AG9510.high-resolution geoid model.
 AG9510
 AG9510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9510
 AG9510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9510
 AG9510.The ellipsoidal height was determined by GPS observations
 AG9510.and is referenced to NAD 83.
 AG9510
 AG9510.The geoid height was determined by GEOID03.
 AG9510
 AG9510;                    North         East     Units Scale Factor Converg.
 AG9510;SPC FL W     -   333,520.997   145,896.932   MT  0.99997730   -0 15 04.2
 AG9510;SPC FL W     - 1,094,226.80    478,663.52   sFT  0.99997730   -0 15 04.2
 AG9510;UTM  17      - 3,025,369.434   346,992.609   MT  0.99988900   -0 42 38.2
 AG9510
 AG9510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9510!SPC FL W     -   1.00000306  x   0.99997730  =   0.99998036
 AG9510!UTM  17      -   1.00000306  x   0.99988900  =   0.99989206
 AG9510
 AG9510                          SUPERSEDED SURVEY CONTROL
 AG9510
 AG9510  NAD 83(1990)-  27 20 34.60583(N)    082 32 48.43652(W) AD(       ) 1
 AG9510  ELLIP H (05/09/94)  -19.36   (m)                       GP(       ) 4 2
 AG9510
 AG9510.Superseded values are not recommended for survey control.
 AG9510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9510.See file dsdata.txt to determine how the superseded data were derived.
 AG9510
 AG9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4699325369(NAD 83)
 AG9510_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9510_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG9510+WITH SETTING: PAVEMENT
 AG9510_SP_SET: CONCRETE MEDIAN
 AG9510_STAMPING: 074
 AG9510_MARK LOGO: FL-115
 AG9510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9510+STABILITY: SURFACE MOTION
 AG9510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9510+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9510
 AG9510  HISTORY     - Date     Condition        Report By
 AG9510  HISTORY     - 1992     MONUMENTED       FL-115
 AG9510  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG9510  HISTORY     - 20030924 MARK NOT FOUND   FL-115
 AG9510
 AG9510                          STATION DESCRIPTION
 AG9510
 AG9510'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9510'TO REACH THE STATION FROM THE INTERSECTION OF SIXTH STREET AND U.S.
 AG9510'HIGHWAY 41 (NORTH TAMIAMI TRAIL) IN THE CITY OF SARASOTA IN SARASOTA
 AG9510'COUNTY, GO NORTH ON U.S.HIGHWAY 41, 600 FT (182.88 M) TO THE STATION
 AG9510'ON THE LEFT.
 AG9510'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK EPOXIED INTO A
 AG9510'DRILL HOLE IN THE CONCRETE MEDIAN OF U.S. ROUTE 41. IT IS 18 FT
 AG9510'(5.49 M) SOUTH OF THE NORTHERLY EDGE OF CONCRETE MEDIAN, AND 25.1 FT
 AG9510'(7.65 M) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S.
 AG9510'HIGHWAY 41, AND 17.3 FT (5.27 M) WEST OF THE CENTERLINE OF THE
 AG9510'NORTHBOUND LANES OF U.S. HIGHWAY 41.
 AG9510'REFERENCES--
 AG9510'REFERENCE MARK NUMBER 1 IS A CHISEL CUT IN THE EASTERLY EDGE OF THE
 AG9510'CONCRETE MEDIAN FOR U.S. HIGHWAY 41. IT IS 6.16 FT (1.88 M)
 AG9510'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 074, AND 7.64 FT (2.33 M)
 AG9510'NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9510'REFERNCE MARK NUMBER 2 IS A CHISEL CUT IN THE EASTERLY EDGE OF THE
 AG9510'CONCRETE MEDIAN FOR U.S. HIGHWAY 41. IT IS 5.64 FT (1.72 M)
 AG9510'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 074, AND 7.64 FT (2.33 M)
 AG9510'SOUTHERLY OF SARCO REFERENCE NO. 1.
 AG9510
 AG9510                          STATION RECOVERY (2002)
 AG9510
 AG9510'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9510'PAVEMENT REMOVED. NOW PLANTED WITH PALMS AND SHRUBS
 AG9510
 AG9510                          STATION RECOVERY (2003)
 AG9510
 AG9510'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9511 ***********************************************************************
 AG9511  DESIGNATION -  075
 AG9511  PID         -  AG9511
 AG9511  STATE/COUNTY-  FL/SARASOTA
 AG9511  USGS QUAD   -  SARASOTA (1992)
 AG9511
 AG9511                         *CURRENT SURVEY CONTROL
 AG9511  ___________________________________________________________________
 AG9511* NAD 83(1999)-  27 20 06.29533(N)    082 32 48.62009(W)     ADJUSTED  
 AG9511* NAVD 88     -         1.9    (meters)       6.     (feet)  GPS OBS   
 AG9511  ___________________________________________________________________
 AG9511  X           -     735,476.504 (meters)                     COMP
 AG9511  Y           -  -5,622,009.676 (meters)                     COMP
 AG9511  Z           -   2,911,238.112 (meters)                     COMP
 AG9511  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AG9511  ELLIP HEIGHT-         -22.44  (meters)          (06/19/01) GPS OBS
 AG9511  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG9511
 AG9511  HORZ ORDER  -  FIRST
 AG9511  ELLP ORDER  -  FOURTH    CLASS I
 AG9511
 AG9511.The horizontal coordinates were established by GPS observations
 AG9511.and adjusted by the National Geodetic Survey in June 2001..
 AG9511
 AG9511.The orthometric height was determined by GPS observations and a
 AG9511.high-resolution geoid model.
 AG9511
 AG9511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9511
 AG9511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9511
 AG9511.The ellipsoidal height was determined by GPS observations
 AG9511.and is referenced to NAD 83.
 AG9511
 AG9511.The geoid height was determined by GEOID03.
 AG9511
 AG9511;                    North         East     Units Scale Factor Converg.
 AG9511;SPC FL W     -   332,649.600   145,888.069   MT  0.99997731   -0 15 04.0
 AG9511;SPC FL W     - 1,091,367.90    478,634.44   sFT  0.99997731   -0 15 04.0
 AG9511;UTM  17      - 3,024,498.214   346,976.761   MT  0.99988906   -0 42 37.6
 AG9511
 AG9511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9511!SPC FL W     -   1.00000353  x   0.99997731  =   0.99998084
 AG9511!UTM  17      -   1.00000353  x   0.99988906  =   0.99989258
 AG9511
 AG9511                          SUPERSEDED SURVEY CONTROL
 AG9511
 AG9511  NAD 83(1990)-  27 20 06.29395(N)    082 32 48.61998(W) AD(       ) 1
 AG9511  ELLIP H (05/09/94)  -22.31   (m)                       GP(       ) 4 2
 AG9511
 AG9511.Superseded values are not recommended for survey control.
 AG9511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9511.See file dsdata.txt to determine how the superseded data were derived.
 AG9511
 AG9511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4697724498(NAD 83)
 AG9511_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9511_SP_SET: CONCRETE POST
 AG9511_STAMPING: 075
 AG9511_MARK LOGO: FL-115
 AG9511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9511+STABILITY: SURFACE MOTION
 AG9511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9511+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9511
 AG9511  HISTORY     - Date     Condition        Report By
 AG9511  HISTORY     - 1992     MONUMENTED       FL-115
 AG9511
 AG9511                          STATION DESCRIPTION
 AG9511
 AG9511'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9511'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9511'TRAIL) AND GULF STREAM AVENUE IN THE CITY OF SARASOTA IN SARASOTA
 AG9511'COUNTY, GO TO THE ENTRANCE OF MARINA JACKS AND ISLAND PARK (FRONTAGE
 AG9511'ROAD) WEST OF U.S. HIGHWAY 41 (TAMIAMI TRAIL) ON EAST BOUND GULF
 AG9511'STREAM AVENUE.
 AG9511'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---075---
 AG9511'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9511'6-INCHES BELOW THE GROUND. IT IS 17 FT (5.18 M) NORTHEASTERLY OF THE
 AG9511'PAINTED CENTERLINE STRIPE OF FRONTAGE ROAD AND 2 FT (0.61 M)
 AG9511'SOUTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9511'REFERENCES--
 AG9511'REFERENCE NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9511'.K. NAIL AND TAG SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9511'BED FOR FRONTAGE ROAD. IT IS 8.52 FT (2.60 M) SOUTHWESTERLY OF SARCO
 AG9511'G.P.S. STATION SAR 075, AND 11.50 FT (3.51 M) NORTHWESTERLY OF SARCO
 AG9511'REFERENCE NO. 2.
 AG9511'REFERENCE NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9511'.K. NAIL AND TAG SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9511'BED FOR FRONTAGE ROAD. IT IS 8.58 FT (2.62 M) SOUTHEASTERLY OF SARCO
 AG9511'G.P.S. STATION SAR 075, AND 11.50 FT (3.51 M) SOUTHEASTERLY OF SARCO
 AG9511'REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9512 ***********************************************************************
 AG9512  DESIGNATION -  076
 AG9512  PID         -  AG9512
 AG9512  STATE/COUNTY-  FL/SARASOTA
 AG9512  USGS QUAD   -  BEE RIDGE (1987)
 AG9512
 AG9512                         *CURRENT SURVEY CONTROL
 AG9512  ___________________________________________________________________
 AG9512* NAD 83(1999)-  27 17 21.73651(N)    082 24 01.32143(W)     ADJUSTED  
 AG9512* NAVD 88     -         9.9    (meters)      32.     (feet)  GPS OBS   
 AG9512  ___________________________________________________________________
 AG9512  X           -     750,154.587 (meters)                     COMP
 AG9512  Y           -  -5,622,421.887 (meters)                     COMP
 AG9512  Z           -   2,906,741.348 (meters)                     COMP
 AG9512  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AG9512  ELLIP HEIGHT-         -14.38  (meters)          (06/19/01) GPS OBS
 AG9512  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AG9512
 AG9512  HORZ ORDER  -  FIRST
 AG9512  ELLP ORDER  -  FOURTH    CLASS I
 AG9512
 AG9512.The horizontal coordinates were established by GPS observations
 AG9512.and adjusted by the National Geodetic Survey in June 2001..
 AG9512
 AG9512.The orthometric height was determined by GPS observations and a
 AG9512.high-resolution geoid model.
 AG9512
 AG9512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9512
 AG9512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9512
 AG9512.The ellipsoidal height was determined by GPS observations
 AG9512.and is referenced to NAD 83.
 AG9512
 AG9512.The geoid height was determined by GEOID03.
 AG9512
 AG9512;                    North         East     Units Scale Factor Converg.
 AG9512;SPC FL W     -   327,529.669   160,365.977   MT  0.99996056   -0 11 00.8
 AG9512;SPC FL W     - 1,074,570.26    526,134.04   sFT  0.99996056   -0 11 00.8
 AG9512;UTM  17      - 3,019,263.030   361,411.664   MT  0.99983709   -0 38 31.7
 AG9512
 AG9512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9512!SPC FL W     -   1.00000226  x   0.99996056  =   0.99996282
 AG9512!UTM  17      -   1.00000226  x   0.99983709  =   0.99983935
 AG9512
 AG9512                          SUPERSEDED SURVEY CONTROL
 AG9512
 AG9512  NAD 83(1990)-  27 17 21.73514(N)    082 24 01.32088(W) AD(       ) 1
 AG9512  ELLIP H (05/09/94)  -14.29   (m)                       GP(       ) 4 2
 AG9512
 AG9512.Superseded values are not recommended for survey control.
 AG9512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9512.See file dsdata.txt to determine how the superseded data were derived.
 AG9512
 AG9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6141219263(NAD 83)
 AG9512_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9512_SP_SET: CONCRETE POST
 AG9512_STAMPING: 076
 AG9512_MARK LOGO: FL-115
 AG9512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9512+STABILITY: SURFACE MOTION
 AG9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9512+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9512
 AG9512  HISTORY     - Date     Condition        Report By
 AG9512  HISTORY     - 1992     MONUMENTED       FL-115
 AG9512
 AG9512                          STATION DESCRIPTION
 AG9512
 AG9512'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9512'TO REACH THE STATION FROM THE INTERSECTION OF BEE RIDGE ROAD EXTENSION
 AG9512'AND THE ENTRANCE OF THE SARASOTA COUNTY LANDFILL IN SARASOTA COUNTY,
 AG9512'GO SOUTH ON BEE RIDGE ROAD EXTENSION, 0.6 MI (0.97 KM) TO THE STATION
 AG9512'ON THE RIGHT.
 AG9512'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---076---
 AG9512'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9512'6-INCHES BELOW THE GROUND. IT IS 23.4 FT (7.13 M) WESTERLY OF THE
 AG9512'CENTERLINE OF BEE RIDGE ROAD EXTENSION AND 17.5 FT (5.33 M) EASTERLY
 AG9512'OF A SURVEY MARKER WITNESS POST AND A NO DUMPING SIGN.
 AG9512'REFERENCES--
 AG9512'REFERENCE MUNBER 1 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9512'.K. NAIL AND TAG SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT ROAD BED
 AG9512'FOR BEE RIDGE ROAD EXTENSION. IT IS 8.34 FT (2.54 M) NORTHEASTERLY OF
 AG9512'SARCO G.P.S. STATION SAR 076, AND 11.89 FT (3.62 M) NORTHERLY OF
 AG9512'SARCO REFERENCE NO. 2.
 AG9512'REFERENCE NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9512'.K. NAIL AND TAG SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT ROAD BED
 AG9512'FOR BEE RIDGE ROAD EXTENSION. IT IS 8.59 FT (2.62 M) SOUTHEASTERLY OF
 AG9512'SARCO G.P.S. STATION SAR 076, AND 11.89 FT (3.62 M) SOUTHERLY OF
 AG9512'SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9513 ***********************************************************************
 AG9513  DESIGNATION -  077
 AG9513  PID         -  AG9513
 AG9513  STATE/COUNTY-  FL/SARASOTA
 AG9513  USGS QUAD   -  BEE RIDGE (1987)
 AG9513
 AG9513                         *CURRENT SURVEY CONTROL
 AG9513  ___________________________________________________________________
 AG9513* NAD 83(1999)-  27 17 50.31645(N)    082 24 01.01635(W)     ADJUSTED  
 AG9513* NAVD 88     -         9.1    (meters)      30.     (feet)  GPS OBS   
 AG9513  ___________________________________________________________________
 AG9513  X           -     750,109.449 (meters)                     COMP
 AG9513  Y           -  -5,622,020.140 (meters)                     COMP
 AG9513  Z           -   2,907,522.685 (meters)                     COMP
 AG9513  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AG9513  ELLIP HEIGHT-         -15.29  (meters)          (06/19/01) GPS OBS
 AG9513  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG9513
 AG9513  HORZ ORDER  -  FIRST
 AG9513  ELLP ORDER  -  FOURTH    CLASS I
 AG9513
 AG9513.The horizontal coordinates were established by GPS observations
 AG9513.and adjusted by the National Geodetic Survey in June 2001..
 AG9513
 AG9513.The orthometric height was determined by GPS observations and a
 AG9513.high-resolution geoid model.
 AG9513
 AG9513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9513
 AG9513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9513
 AG9513.The ellipsoidal height was determined by GPS observations
 AG9513.and is referenced to NAD 83.
 AG9513
 AG9513.The geoid height was determined by GEOID03.
 AG9513
 AG9513;                    North         East     Units Scale Factor Converg.
 AG9513;SPC FL W     -   328,409.295   160,377.184   MT  0.99996055   -0 11 00.9
 AG9513;SPC FL W     - 1,077,456.16    526,170.81   sFT  0.99996055   -0 11 00.9
 AG9513;UTM  17      - 3,020,142.429   361,429.910   MT  0.99983703   -0 38 32.2
 AG9513
 AG9513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9513!SPC FL W     -   1.00000240  x   0.99996055  =   0.99996295
 AG9513!UTM  17      -   1.00000240  x   0.99983703  =   0.99983943
 AG9513
 AG9513                          SUPERSEDED SURVEY CONTROL
 AG9513
 AG9513  NAD 83(1990)-  27 17 50.31508(N)    082 24 01.01581(W) AD(       ) 1
 AG9513  ELLIP H (05/09/94)  -15.20   (m)                       GP(       ) 4 2
 AG9513
 AG9513.Superseded values are not recommended for survey control.
 AG9513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9513.See file dsdata.txt to determine how the superseded data were derived.
 AG9513
 AG9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6143020142(NAD 83)
 AG9513_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9513_SP_SET: CONCRETE POST
 AG9513_STAMPING: 077
 AG9513_MARK LOGO: FL-115
 AG9513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9513+STABILITY: SURFACE MOTION
 AG9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9513+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9513
 AG9513  HISTORY     - Date     Condition        Report By
 AG9513  HISTORY     - 1992     MONUMENTED       FL-115
 AG9513
 AG9513                          STATION DESCRIPTION
 AG9513
 AG9513'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9513'TO REACH THE STATION FROM THE INTERSECTION OF BEE RIDGE ROAD, SARASOTA
 AG9513'COUNTY LANDFILL, AND BEE RIDGE ROAD EXTENSION IN SARASOTA COUNTY, GO
 AG9513'SOUTH ON BEE RIDGE ROAD EXTENSION TO THE STATION ON THE RIGHT, 492.30
 AG9513'FT (150.05 M) FROM SARASOTA COUNTY SECTION CORNER NUMBER 681 (NE COR
 AG9513'OF SEC. 4, TWP. 37 S., RGE. 19 E.).
 AG9513'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---077---
 AG9513'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9513'4-INCHES BELOW THE GROUND. IT IS 27.2 FT (8.29 M) WESTERLY OF THE
 AG9513'CENTERLINE OF BEE RIDGE ROAD EXTENSION, AND 1.7 FT (0.52 M) EASTERLY
 AG9513'OF A SURVEY MARKER WITNESS POST.
 AG9513'REFERENCES--
 AG9513'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9513'REFERENCE P.K. NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT
 AG9513'PAVEMENT ROAD BED FOR BEE RIDGE ROAD EXTENSION. IT IS 17.26 FT
 AG9513'(5.26 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 077 AND 17.36 FT
 AG9513'(5.29 M) NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9513'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9513'REFERENCE P.K. NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT
 AG9513'PAVEMENT ROAD BED FOR BEE RIDGE ROAD EXTENSION. IT IS 18.16 FT
 AG9513'(5.54 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 077 AND 17.36 FT
 AG9513'(5.29 M) SOUTHERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9514 ***********************************************************************
 AG9514  DESIGNATION -  078
 AG9514  PID         -  AG9514
 AG9514  STATE/COUNTY-  FL/SARASOTA
 AG9514  USGS QUAD   -  BEE RIDGE (1987)
 AG9514
 AG9514                         *CURRENT SURVEY CONTROL
 AG9514  ___________________________________________________________________
 AG9514* NAD 83(1999)-  27 16 09.15465(N)    082 29 53.20627(W)     ADJUSTED  
 AG9514* NAVD 88     -         6.5    (meters)      21.     (feet)  GPS OBS   
 AG9514  ___________________________________________________________________
 AG9514  X           -     740,695.027 (meters)                     COMP
 AG9514  Y           -  -5,624,705.711 (meters)                     COMP
 AG9514  Z           -   2,904,754.234 (meters)                     COMP
 AG9514  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AG9514  ELLIP HEIGHT-         -17.69  (meters)          (06/19/01) GPS OBS
 AG9514  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AG9514
 AG9514  HORZ ORDER  -  FIRST
 AG9514  ELLP ORDER  -  FOURTH    CLASS I
 AG9514
 AG9514.The horizontal coordinates were established by GPS observations
 AG9514.and adjusted by the National Geodetic Survey in June 2001..
 AG9514
 AG9514.The orthometric height was determined by GPS observations and a
 AG9514.high-resolution geoid model.
 AG9514
 AG9514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9514
 AG9514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9514
 AG9514.The ellipsoidal height was determined by GPS observations
 AG9514.and is referenced to NAD 83.
 AG9514
 AG9514.The geoid height was determined by GEOID03.
 AG9514
 AG9514;                    North         East     Units Scale Factor Converg.
 AG9514;SPC FL W     -   325,330.469   150,680.679   MT  0.99997119   -0 13 41.6
 AG9514;SPC FL W     - 1,067,355.05    494,358.19   sFT  0.99997119   -0 13 41.6
 AG9514;UTM  17      - 3,017,141.631   351,710.163   MT  0.99987145   -0 41 11.5
 AG9514
 AG9514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9514!SPC FL W     -   1.00000278  x   0.99997119  =   0.99997397
 AG9514!UTM  17      -   1.00000278  x   0.99987145  =   0.99987423
 AG9514
 AG9514                          SUPERSEDED SURVEY CONTROL
 AG9514
 AG9514  NAD 83(1990)-  27 16 09.15328(N)    082 29 53.20559(W) AD(       ) 1
 AG9514  ELLIP H (05/09/94)  -17.61   (m)                       GP(       ) 4 2
 AG9514
 AG9514.Superseded values are not recommended for survey control.
 AG9514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9514.See file dsdata.txt to determine how the superseded data were derived.
 AG9514
 AG9514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5171017142(NAD 83)
 AG9514_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9514_SP_SET: CONCRETE POST
 AG9514_STAMPING: 078
 AG9514_MARK LOGO: FL-115
 AG9514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9514+STABILITY: SURFACE MOTION
 AG9514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9514+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9514
 AG9514  HISTORY     - Date     Condition        Report By
 AG9514  HISTORY     - 1992     MONUMENTED       FL-115
 AG9514  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AG9514  HISTORY     - 20030924 MARK NOT FOUND   FL-115
 AG9514
 AG9514                          STATION DESCRIPTION
 AG9514
 AG9514'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9514'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9514'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO WEST ON STATE ROAD 72
 AG9514'(CLARK ROAD), 3 MI (4.83 KM) TO THE STATION ON THE LEFT.
 AG9514'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---078---
 AG9514'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9514'5-INCHES BELOW THE GROUND. IT IS 42.5 FT (12.95 M) SOUTHERLY OF THE
 AG9514'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), 164.4 FT (50.11 M) WESTERLY
 AG9514'OF THE CENTERLINE OF BENEVA ROAD, AND 18 FT (5.49 M) NORTHERLY OF A
 AG9514'SURVEY MARKER WITNESS POST.
 AG9514'REFERENCES--
 AG9514'REFERENCE MARK NUMBER 1 IS A X CHISEL CUT IN THE NORTHERLY EDGE OF A
 AG9514'CONCRETE SIDEWALK. IT IS 5.95 FT (1.81 M) SOUTHEASTERLY OF SARCO G
 AG9514'.P.S. STATION SAR 078 AND 8.33 FT (2.54 M) EASTERLY OF SARCO REFERENCE
 AG9514'NO. 2.
 AG9514'REFERENCE MARK NUMBER 2 IS A X CHISEL CUT IN THE NORTHERLY EDGE OF A
 AG9514'CONCRETE SIDEWALK. IT IS 5.85 FT (1.78 M) SOUTHWESTERLY OF SARCO G
 AG9514'.P.S. STATION SAR 078 AND 8.33 FT (2.54 M) WESTERLY OF SARCO REFERENCE
 AG9514'NO. 1.
 AG9514
 AG9514                          STATION RECOVERY (2002)
 AG9514
 AG9514'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9514'078 078RM1 078RM2
 AG9514'ALL MARKS COVERED BY WIDENED ROAD
 AG9514
 AG9514                          STATION RECOVERY (2003)
 AG9514
 AG9514'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9515 ***********************************************************************
 AG9515  DESIGNATION -  079
 AG9515  PID         -  AG9515
 AG9515  STATE/COUNTY-  FL/SARASOTA
 AG9515  USGS QUAD   -  BEE RIDGE (1987)
 AG9515
 AG9515                         *CURRENT SURVEY CONTROL
 AG9515  ___________________________________________________________________
 AG9515* NAD 83(1999)-  27 16 09.99815(N)    082 29 22.79739(W)     ADJUSTED  
 AG9515* NAVD 88     -         6.8    (meters)      22.     (feet)  GPS OBS   
 AG9515  ___________________________________________________________________
 AG9515  X           -     741,522.726 (meters)                     COMP
 AG9515  Y           -  -5,624,584.896 (meters)                     COMP
 AG9515  Z           -   2,904,777.435 (meters)                     COMP
 AG9515  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AG9515  ELLIP HEIGHT-         -17.42  (meters)          (06/19/01) GPS OBS
 AG9515  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AG9515
 AG9515  HORZ ORDER  -  FIRST
 AG9515  ELLP ORDER  -  FOURTH    CLASS I
 AG9515
 AG9515.The horizontal coordinates were established by GPS observations
 AG9515.and adjusted by the National Geodetic Survey in June 2001..
 AG9515
 AG9515.The orthometric height was determined by GPS observations and a
 AG9515.high-resolution geoid model.
 AG9515
 AG9515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9515
 AG9515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9515
 AG9515.The ellipsoidal height was determined by GPS observations
 AG9515.and is referenced to NAD 83.
 AG9515
 AG9515.The geoid height was determined by GEOID03.
 AG9515
 AG9515;                    North         East     Units Scale Factor Converg.
 AG9515;SPC FL W     -   325,353.127   151,517.141   MT  0.99997018   -0 13 27.7
 AG9515;SPC FL W     - 1,067,429.38    497,102.49   sFT  0.99997018   -0 13 27.7
 AG9515;UTM  17      - 3,017,157.597   352,546.695   MT  0.99986840   -0 40 57.5
 AG9515
 AG9515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9515!SPC FL W     -   1.00000274  x   0.99997018  =   0.99997292
 AG9515!UTM  17      -   1.00000274  x   0.99986840  =   0.99987114
 AG9515
 AG9515                          SUPERSEDED SURVEY CONTROL
 AG9515
 AG9515  NAD 83(1990)-  27 16 09.99679(N)    082 29 22.79671(W) AD(       ) 1
 AG9515  ELLIP H (05/09/94)  -17.34   (m)                       GP(       ) 4 2
 AG9515
 AG9515.Superseded values are not recommended for survey control.
 AG9515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9515.See file dsdata.txt to determine how the superseded data were derived.
 AG9515
 AG9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5254717158(NAD 83)
 AG9515_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9515_SP_SET: CONCRETE POST
 AG9515_STAMPING: 079
 AG9515_MARK LOGO: FL-115
 AG9515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9515+STABILITY: SURFACE MOTION
 AG9515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9515
 AG9515  HISTORY     - Date     Condition        Report By
 AG9515  HISTORY     - 1992     MONUMENTED       FL-115
 AG9515  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AG9515  HISTORY     - 20030924 MARK NOT FOUND   FL-115
 AG9515
 AG9515                          STATION DESCRIPTION
 AG9515
 AG9515'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9515'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9515'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9515'(CLARK ROAD), 2.48 MI (3.99 KM) TO THE STATION ON THE LEFT.
 AG9515'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---079---
 AG9515'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9515'6-INCHES BELOW THE GROUND. IT IS 61.1 FT (18.62 M) NORTHERLY OF THE
 AG9515'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), 106 FT (32.31 M) WESTERLY
 AG9515'OF THE CENTERLINE OF SAWYER ROAD AND 3.4 FT (1.04 M) SOUTHERLY OF A
 AG9515'SURVEY MARKER WITNESS POST.
 AG9515'REFERENCES--
 AG9515'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9515'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPAHLT
 AG9515'PAVEMENT FOR THE ENTRANCE OF A FOOD MART/GAS STATION NORTHERLY OF
 AG9515'STATE ROAD 72 (CLARK ROAD). IT IS 5.98 FT (1.82 M) SOUTHWESTERLY OF
 AG9515'SARCO G.P.S. STATION SAR 079, AND 6.62 FT (2.02 M) SOUTHERLY OF SARCO
 AG9515'REFERENCE NO. 2.
 AG9515'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9515'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9515'PAVEMENT FOR THE ENTRANCE OF A FOOD MART/GAS STATION NORTHERLY OF
 AG9515'STATE ROAD 72 (CLARK ROAD). IT IS 6.04 FT (1.84 M) NORTHWESTERLY OF
 AG9515'SARCO G.P.S. STATION SAR 079, AND 6.62 FT (2.02 M) NORTHERLY OF SARCO
 AG9515'REFERENCE NO. 1.
 AG9515
 AG9515                          STATION RECOVERY (2002)
 AG9515
 AG9515'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9515'FOUND WITNESS POST
 AG9515'MONUMENT REMOVED FROM EXISTING HOLE
 AG9515'079RM1  079RM2 ARE GONE
 AG9515
 AG9515                          STATION RECOVERY (2003)
 AG9515
 AG9515'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9516 ***********************************************************************
 AG9516  DESIGNATION -  080
 AG9516  PID         -  AG9516
 AG9516  STATE/COUNTY-  FL/SARASOTA
 AG9516  USGS QUAD   -  SARASOTA (1992)
 AG9516
 AG9516                         *CURRENT SURVEY CONTROL
 AG9516  ___________________________________________________________________
 AG9516* NAD 83(1999)-  27 15 50.78647(N)    082 31 33.63648(W)     ADJUSTED  
 AG9516* NAVD 88     -         4.9    (meters)      16.     (feet)  GPS OBS   
 AG9516  ___________________________________________________________________
 AG9516  X           -     737,989.778 (meters)                     COMP
 AG9516  Y           -  -5,625,321.074 (meters)                     COMP
 AG9516  Z           -   2,904,250.944 (meters)                     COMP
 AG9516  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AG9516  ELLIP HEIGHT-         -19.31  (meters)          (06/19/01) GPS OBS
 AG9516  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AG9516
 AG9516  HORZ ORDER  -  FIRST
 AG9516  ELLP ORDER  -  FOURTH    CLASS I
 AG9516
 AG9516.The horizontal coordinates were established by GPS observations
 AG9516.and adjusted by the National Geodetic Survey in June 2001..
 AG9516
 AG9516.The orthometric height was determined by GPS observations and a
 AG9516.high-resolution geoid model.
 AG9516
 AG9516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9516
 AG9516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9516
 AG9516.The ellipsoidal height was determined by GPS observations
 AG9516.and is referenced to NAD 83.
 AG9516
 AG9516.The geoid height was determined by GEOID03.
 AG9516
 AG9516;                    North         East     Units Scale Factor Converg.
 AG9516;SPC FL W     -   324,776.428   147,916.082   MT  0.99997465   -0 14 27.5
 AG9516;SPC FL W     - 1,065,537.33    485,288.01   sFT  0.99997465   -0 14 27.5
 AG9516;UTM  17      - 3,016,609.770   348,941.490   MT  0.99988168   -0 41 57.1
 AG9516
 AG9516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9516!SPC FL W     -   1.00000303  x   0.99997465  =   0.99997768
 AG9516!UTM  17      -   1.00000303  x   0.99988168  =   0.99988471
 AG9516
 AG9516                          SUPERSEDED SURVEY CONTROL
 AG9516
 AG9516  NAD 83(1990)-  27 15 50.78510(N)    082 31 33.63581(W) AD(       ) 1
 AG9516  ELLIP H (05/09/94)  -19.22   (m)                       GP(       ) 4 2
 AG9516
 AG9516.Superseded values are not recommended for survey control.
 AG9516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9516.See file dsdata.txt to determine how the superseded data were derived.
 AG9516
 AG9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4894116610(NAD 83)
 AG9516_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9516_SP_SET: CONCRETE POST
 AG9516_STAMPING: 080
 AG9516_MARK LOGO: FL-115
 AG9516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9516+STABILITY: SURFACE MOTION
 AG9516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9516+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9516
 AG9516  HISTORY     - Date     Condition        Report By
 AG9516  HISTORY     - 1992     MONUMENTED       FL-115
 AG9516  HISTORY     - 20031023 MARK NOT FOUND   FL-115
 AG9516
 AG9516                          STATION DESCRIPTION
 AG9516
 AG9516'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9516'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 72 (STICKNEY
 AG9516'POINT ROAD) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY,
 AG9516'GO NORTHWESTERLY ON U.S. HIGHWAY 41 (TAMIAMI TRAIL), 0.25 MI
 AG9516'(0.40 KM) TO THE STATION ON THE LEFT.
 AG9516'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---080---
 AG9516'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9516'5-INCHES BELOW THE GROUND. IT IS 26.3 FT (8.02 M) SOUTHWESTERLY OF
 AG9516'THE CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND 4.2 FT (1.28 M)
 AG9516'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9516'REFERENCES--
 AG9516'REFERENCE MARK NUMBER 1 IS A CHISEL CUT IN THE NORTHEASTERLY CONCRETE
 AG9516'CURB OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9516'IS 10.11 FT (3.08 M) WESTERLY OF SARCO G.P.S. STATION SAR 080 AND
 AG9516'10.89 FT (3.32 M) NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9516'REFERENCE MARK NUMBER 2 IS A CHISEL CUT IN THE NORTHEASTERLY CONCRETE
 AG9516'CURB OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9516'IS 10.56 FT (3.22 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 080
 AG9516'AND 10.89 FT (3.32 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9516
 AG9516                          STATION RECOVERY (2003)
 AG9516
 AG9516'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5015 ***********************************************************************
 DG5015  DESIGNATION -  080016
 DG5015  PID         -  DG5015
 DG5015  STATE/COUNTY-  FL/HERNANDO
 DG5015  USGS QUAD   -  ARIPEKA (1988)
 DG5015
 DG5015                         *CURRENT SURVEY CONTROL
 DG5015  ___________________________________________________________________
 DG5015* NAD 83(1986)-  28 27 03.     (N)    082 39 44.     (W)     SCALED    
 DG5015* NAVD 88     -         2.009  (meters)       6.59   (feet)  POSTED    
 DG5015  ___________________________________________________________________
 DG5015  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DG5015  DYNAMIC HT  -           2.010 (meters)       6.59  (feet)  COMP
 DG5015  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 DG5015
 DG5015  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DG5015
 DG5015.The horizontal coordinates were scaled from a topographic map and have
 DG5015.an estimated accuracy of +/- 6 seconds.
 DG5015
 DG5015.The orthometric height was determined by differential leveling
 DG5015.and adjusted by the National Geodetic Survey in August 2004..
 DG5015.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DG5015.rate of 1.1 thru 2.0 mm/km.
 DG5015
 DG5015.The geoid height was determined by GEOID03.
 DG5015
 DG5015.The dynamic height is computed by dividing the NAVD 88
 DG5015.geopotential number by the normal gravity value computed on the
 DG5015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5015.degrees latitude (g = 980.6199 gals.).
 DG5015
 DG5015.The modeled gravity was interpolated from observed gravity values.
 DG5015
 DG5015;                    North         East    Units  Estimated Accuracy
 DG5015;SPC FL W     -   456,350.      135,140.      MT  (+/- 180 meters Scaled)
 DG5015
 DG5015                          SUPERSEDED SURVEY CONTROL
 DG5015
 DG5015.No superseded survey control is available for this station.
 DG5015
 DG5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM372482(NAD 83)
 DG5015_MARKER: DD = SURVEY DISK
 DG5015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5015_SP_SET: HEADWALL
 DG5015_STAMPING: 080016
 DG5015_MARK LOGO: FLSRD 
 DG5015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5015+STABILITY: SURFACE MOTION
 DG5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5015+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 DG5015
 DG5015  HISTORY     - Date     Condition        Report By
 DG5015  HISTORY     - 1977     MONUMENTED       FLSRD
 DG5015  HISTORY     - 20020522 GOOD             FLDEP
 DG5015
 DG5015                          STATION DESCRIPTION
 DG5015
 DG5015'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5015'THE MARK IS ABOUT 7.5 SOUTHWEST OF WEEKI WACHEE SPRINGS, 1.25 MI NORTH
 DG5015'OF ARIPEKA, IN SECTION 25, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 DG5015' 
 DG5015'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50, 550 (CORTEZ
 DG5015'BOULEVARD) AND U.S. HIGHWAY 19 (COMMERCIAL WAY) IN WEEKI WACHEE
 DG5015'SPRINGS, GO SOUTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 5.3 MI TO
 DG5015'THE JUNCTION OF COUNTY ROAD 574 EAST, 595 WEST (SPRING HILL
 DG5015'DRIVE-OSOWAW BOULEVARD), TURN RIGHT ON COUNTY ROAD 595 WEST (OSOWAW
 DG5015'BOULEVARD) AND GO WEST THEN NORTH FOR 0.2 MI TO A 4-WAY STOP AND THE
 DG5015'JUNCTION OF TARPON BOULEVARD ON THE RIGHT, TURN LEFT ON COUNTY ROAD
 DG5015'595 AND GO SOUTHWEST FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 597
 DG5015'(SHOAL LINE BOULEVARD) ON THE RIGHT, CONTINUE SOUTHWEST ON COUNTY ROAD
 DG5015'595 FOR 0.8 MI TO THE MARK ON THE LEFT, SET FLUSH IN TOP OF A BOX
 DG5015'CULVERT HEADWALL, ABOUT 1.0 FT ABOVE THE LEVEL OF COUNTY ROAD 595.
 DG5015' 
 DG5015'LOCATED 57.3 FT NORTHEAST OF THE SOUTHWEST END OF THE BOX CULVERT
 DG5015'HEADWALL, 23.5 FT SOUTHWEST OF THE NORTHEAST END OF THE BOX CULVERT
 DG5015'HEADWALL, 19.5 FT SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 595 AND
 DG5015'5.5 FT SOUTHEAST OF THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9186 ***********************************************************************
 AG9186  DESIGNATION -  081
 AG9186  PID         -  AG9186
 AG9186  STATE/COUNTY-  FL/MANATEE
 AG9186  USGS QUAD   -  BRADENTON (1987)
 AG9186
 AG9186                         *CURRENT SURVEY CONTROL
 AG9186  ___________________________________________________________________
 AG9186* NAD 83(1999)-  27 28 38.73842(N)    082 32 47.43764(W)     ADJUSTED  
 AG9186* NAVD 88     -         6.010  (meters)      19.72   (feet)  ADJUSTED  
 AG9186  ___________________________________________________________________
 AG9186  X           -     734,567.370 (meters)                     COMP
 AG9186  Y           -  -5,614,809.966 (meters)                     COMP
 AG9186  Z           -   2,925,242.869 (meters)                     COMP
 AG9186  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AG9186  ELLIP HEIGHT-         -18.44  (meters)          (06/12/02) GPS OBS
 AG9186  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG9186  DYNAMIC HT  -           6.001 (meters)      19.69  (feet)  COMP
 AG9186  MODELED GRAV-     979,139.2   (mgal)                       NAVD 88
 AG9186
 AG9186  HORZ ORDER  -  FIRST
 AG9186  VERT ORDER  -  SECOND    CLASS I
 AG9186  ELLP ORDER  -  FOURTH    CLASS I
 AG9186
 AG9186.The horizontal coordinates were established by GPS observations
 AG9186.and adjusted by the National Geodetic Survey in June 2002..
 AG9186
 AG9186.The orthometric height was determined by differential leveling
 AG9186.and adjusted by the National Geodetic Survey in May 2004..
 AG9186
 AG9186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9186
 AG9186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9186
 AG9186.The ellipsoidal height was determined by GPS observations
 AG9186.and is referenced to NAD 83.
 AG9186
 AG9186.The geoid height was determined by GEOID03.
 AG9186
 AG9186.The dynamic height is computed by dividing the NAVD 88
 AG9186.geopotential number by the normal gravity value computed on the
 AG9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9186.degrees latitude (g = 980.6199 gals.).
 AG9186
 AG9186.The modeled gravity was interpolated from observed gravity values.
 AG9186
 AG9186;                    North         East     Units Scale Factor Converg.
 AG9186;SPC FL W     -   348,422.222   145,989.825   MT  0.99997717   -0 15 07.8
 AG9186;SPC FL W     - 1,143,115.24    478,968.28   sFT  0.99997717   -0 15 07.8
 AG9186;UTM  17      - 3,040,268.111   347,205.241   MT  0.99988819   -0 42 49.3
 AG9186
 AG9186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9186!SPC FL W     -   1.00000290  x   0.99997717  =   0.99998007
 AG9186!UTM  17      -   1.00000290  x   0.99988819  =   0.99989109
 AG9186
 AG9186                          SUPERSEDED SURVEY CONTROL
 AG9186
 AG9186  NAD 83(1990)-  27 28 38.73697(N)    082 32 47.43707(W) AD(       ) 1
 AG9186  ELLIP H (05/01/91)  -18.31   (m)                       GP(       ) 4 1
 AG9186  NAD 83(1986)-  27 28 38.74022(N)    082 32 47.45022(W) AD(       ) 1
 AG9186  NGVD 29 (10/26/89)    6.4    (m)           21.     (f) GPS OBS        
 AG9186
 AG9186.Superseded values are not recommended for survey control.
 AG9186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9186.See file dsdata.txt to determine how the superseded data were derived.
 AG9186
 AG9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4720540268(NAD 83)
 AG9186_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9186_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AG9186_SP_SET: OBJECT DRIVEN INTO GROUND
 AG9186_STAMPING: 081
 AG9186_MARK LOGO: FL-081
 AG9186_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9186+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AG9186
 AG9186  HISTORY     - Date     Condition        Report By
 AG9186  HISTORY     - 1987     MONUMENTED       FL-081
 AG9186  HISTORY     - 20011212 GOOD             FLDEP
 AG9186
 AG9186                          STATION DESCRIPTION
 AG9186
 AG9186'DESCRIBED BY MANATEE COUNTY FLORIDA 1987 (TMJ)
 AG9186'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF BRADENTON
 AG9186'AND 10.0 MILES NORTH OF SARASOTA.
 AG9186'
 AG9186'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 64
 AG9186'AND STATE ROAD 45 IN BRADENTON, GO EAST ON STATE ROAD 64
 AG9186'(MANATEE AVENUE) FOR 1.5 MILES TO THE INYERSECTION WITH
 AG9186'STATE ROAD 70, TURN RIGHT, GO SOUTH ON STATE ROAD 70
 AG9186'(15TH STREET EAST) FOR 1.2 MILES TO THE STATION ON THE LEFT.
 AG9186'
 AG9186'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED---
 AG9186'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM.GIS 081--- .
 AG9186'DISK IS SET ON ONE THREE FOOT SECTION OF BERNTSEN TS-R-3 ROD ATTACHED
 AG9186'TO TWO THREE FOOT SECTIONS OF BERNTSEN HDR-R-3 RODS HAMMERED TO
 AG9186'REFUSAL.  THE MARK IS 12 INCHES BELOW GROUND.  IT IS 168 FEET NORTH OF
 AG9186'THE CENTER OF 26TH AVENUE EAST AND 93 FEET SOUTH OF THE CENTER OF
 AG9186'25TH AVENUE EAST, 39 FEET SOUTH OF A DIRT DRIVE
 AG9186'AND 30 FEET EAST 0F THE CENTER OF 15TH STREET EAST.
 AG9186'A CARSONITE WITNESS POST WAS SET 2 FEET EAST OF THE STATION.
 AG9186'
 AG9186'THE STATION IS REFERENCED BY A POWER POLE, FLORIDA DOT MARKER
 AG9186'AND TWO IRON RODS.THE STATION BEARS SW 125.56 FROM  A REFERENCE
 AG9186'POINT STAMPED---LB 3639---3 FEET ABOVE GROUND IN THE NW FACE
 AG9186'OF A POWER POLE NUMBER 2501.  THE STATION BEARS NNW 141.60 FEET
 AG9186'FROM A FLORIDA DOT MARKER.  THE STATION BEARS NNE 169.409 FROM
 AG9186'AN IRON ROD IN PAVEMENT AT THE CENTERLINE INTERSECTION OF 26TH AVENUE
 AG9186'EAST AND 15TH STREET EAST.  THE STATION BEARS WSW 46.18 FEET FROM AN
 AG9186'1/2 INCH IRON ROD 1 FOOT BELOW GROUND STAMPED---G.I.S. REF. PT.---.
 AG9186'
 AG9186'THE AZIMUTH MARK IS STAMPED---MANATEE COUNTY GEOGRAPHIC INFORMATION
 AG9186'SYSTEM AZIMUTH 081---.  THE MARK IS 0.41 MILES SOUTH OF THE STATION.
 AG9186'THE MARK IS 12 INCHES BELOW GROUND LEVEL.
 AG9186'A CARSONITE WITNESS POST WAS SET 2 FEET EAST OF THE AZIMUTH MARK.
 AG9186'THE AZIMUTH MARK BEARS NE 59.79 FT FROM A REFERENCE POINT STAMPED---
 AG9186'---LB 3639 REF. PT.---3 FEET ABOVE GROUND ON THE SOUTH FACE OF AN
 AG9186'UNNUMBERED POWER POLE.  THE AZIMUTH MARK BEARS NW 107.04 FEET FROM
 AG9186'A REFERENCE POINT STAMPED---LB 3639 REF.PT.---2.5 FEET ABOVE GROUND
 AG9186'ON THE WEST FACE OF A POWER AND LIGHT POLE.
 AG9186
 AG9186                          STATION RECOVERY (2001)
 AG9186
 AG9186'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 AG9186'THE MARK IS ABOUT 3.0 MI SOUTHEAST OF BRADENTON, IN SECTION 31,
 AG9186'TOWNSHIP 34 SOUTH, RANGE
 AG9186'18 EAST.
 AG9186' 
 AG9186'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD
 AG9186'64 ON THE EAST
 AG9186'SIDE OF BRADENTON, GO WEST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR
 AG9186'4.75 MI TO THE
 AG9186'INTERSECTION OF 15TH STREET EAST (STATE ROAD 70 SOUTH), TURN LEFT ON
 AG9186'15TH STREET EAST
 AG9186'(STATE ROAD 70 SOUTH) AND GO SOUTH FOR 1.2 MI TO THE MARK ON THE LEFT,
 AG9186'A 3-1/4-INCH
 AG9186'ALUMINUM DISK, RECESSED 1.6 FT BELOW THE LEVEL OF THE GROUND AND 1.6
 AG9186'FT BELOW THE LEVEL
 AG9186'OF 15TH STREET EAST.
 AG9186' 
 AG9186'LOCATED 168.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF 26TH STREET
 AG9186'EAST, 93.0 FT SOUTH
 AG9186'OF THE APPROXIMATE CENTERLINE OF 25TH STREET EAST, 39.0 FT SOUTH OF
 AG9186'THE APPROXIMATE
 AG9186'CENTERLINE OF THE DIRT ROAD, 30.0 FT EAST OF THE APPROXIMATE
 AG9186'CENTERLINE OF 15TH STREET
 AG9186'EAST AND 2.0 FT WEST OF A CARSONITE WITNESS POST.
 AG9186'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9517 ***********************************************************************
 AG9517  DESIGNATION -  081
 AG9517  PID         -  AG9517
 AG9517  STATE/COUNTY-  FL/SARASOTA
 AG9517  USGS QUAD   -  SARASOTA (1992)
 AG9517
 AG9517                         *CURRENT SURVEY CONTROL
 AG9517  ___________________________________________________________________
 AG9517* NAD 83(1999)-  27 15 26.46773(N)    082 31 11.77568(W)     ADJUSTED  
 AG9517* NAVD 88     -         5.1    (meters)      17.     (feet)  GPS OBS   
 AG9517  ___________________________________________________________________
 AG9517  X           -     738,630.631 (meters)                     COMP
 AG9517  Y           -  -5,625,582.985 (meters)                     COMP
 AG9517  Z           -   2,903,585.670 (meters)                     COMP
 AG9517  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AG9517  ELLIP HEIGHT-         -19.06  (meters)          (06/19/01) GPS OBS
 AG9517  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AG9517
 AG9517  HORZ ORDER  -  FIRST
 AG9517  ELLP ORDER  -  FOURTH    CLASS I
 AG9517
 AG9517.The horizontal coordinates were established by GPS observations
 AG9517.and adjusted by the National Geodetic Survey in June 2001..
 AG9517
 AG9517.The orthometric height was determined by GPS observations and a
 AG9517.high-resolution geoid model.
 AG9517
 AG9517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9517
 AG9517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9517
 AG9517.The ellipsoidal height was determined by GPS observations
 AG9517.and is referenced to NAD 83.
 AG9517
 AG9517.The geoid height was determined by GEOID03.
 AG9517
 AG9517;                    North         East     Units Scale Factor Converg.
 AG9517;SPC FL W     -   324,025.411   148,514.255   MT  0.99997389   -0 14 17.3
 AG9517;SPC FL W     - 1,063,073.37    487,250.52   sFT  0.99997389   -0 14 17.3
 AG9517;UTM  17      - 3,015,854.065   349,533.583   MT  0.99987948   -0 41 46.5
 AG9517
 AG9517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9517!SPC FL W     -   1.00000299  x   0.99997389  =   0.99997688
 AG9517!UTM  17      -   1.00000299  x   0.99987948  =   0.99988247
 AG9517
 AG9517                          SUPERSEDED SURVEY CONTROL
 AG9517
 AG9517  NAD 83(1990)-  27 15 26.46636(N)    082 31 11.77501(W) AD(       ) 1
 AG9517  ELLIP H (05/09/94)  -18.97   (m)                       GP(       ) 4 2
 AG9517
 AG9517.Superseded values are not recommended for survey control.
 AG9517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9517.See file dsdata.txt to determine how the superseded data were derived.
 AG9517
 AG9517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4953415854(NAD 83)
 AG9517_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9517_SP_SET: CONCRETE POST
 AG9517_STAMPING: 081
 AG9517_MARK LOGO: FL-115
 AG9517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9517+STABILITY: SURFACE MOTION
 AG9517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9517+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9517
 AG9517  HISTORY     - Date     Condition        Report By
 AG9517  HISTORY     - 1992     MONUMENTED       FL-115
 AG9517  HISTORY     - 20031023 MARK NOT FOUND   FL-115
 AG9517
 AG9517                          STATION DESCRIPTION
 AG9517
 AG9517'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9517'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 72 (STICKNEY
 AG9517'POINT ROAD) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY,
 AG9517'GO SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL), 0.25 MI (0.40 KM) TO THE
 AG9517'STATION ON THE RIGHT.
 AG9517'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---081---
 AG9517'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9517'4-INCHES BELOW THE GROUND. IT IS 28.2 FT (8.60 M) WESTERLY OF THE
 AG9517'CENTERLINE OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI
 AG9517'TRAIL), AND 16.4 FT (5.00 M) EASTERLY OF A SURVEY MARKER WITNESS POST
 AG9517'.
 AG9517'REFERENCES--
 AG9517'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9517'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9517'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 12.17 FT
 AG9517'(3.71 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 081, AND 16.14 FT
 AG9517'(4.92 M) NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9517'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9517'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9517'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 13.02 FT
 AG9517'(3.97 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 081, AND 16.14 FT
 AG9517'(4.92 M) SOUTHERLY OF SARCO REFERENCE NO. 1.
 AG9517
 AG9517                          STATION RECOVERY (2003)
 AG9517
 AG9517'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9518 ***********************************************************************
 AG9518  DESIGNATION -  082
 AG9518  PID         -  AG9518
 AG9518  STATE/COUNTY-  FL/SARASOTA
 AG9518  USGS QUAD   -  LAUREL (1987)
 AG9518
 AG9518                         *CURRENT SURVEY CONTROL
 AG9518  ___________________________________________________________________
 AG9518* NAD 83(1999)-  27 13 57.48810(N)    082 29 50.07979(W)     ADJUSTED  
 AG9518* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 AG9518  ___________________________________________________________________
 AG9518  X           -     741,022.301 (meters)                     COMP
 AG9518  Y           -  -5,626,532.095 (meters)                     COMP
 AG9518  Z           -   2,901,150.249 (meters)                     COMP
 AG9518  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AG9518  ELLIP HEIGHT-         -20.15  (meters)          (06/19/01) GPS OBS
 AG9518  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AG9518
 AG9518  HORZ ORDER  -  FIRST
 AG9518  ELLP ORDER  -  FOURTH    CLASS I
 AG9518
 AG9518.The horizontal coordinates were established by GPS observations
 AG9518.and adjusted by the National Geodetic Survey in June 2001..
 AG9518
 AG9518.The orthometric height was determined by GPS observations and a
 AG9518.high-resolution geoid model.
 AG9518
 AG9518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9518
 AG9518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9518
 AG9518.The ellipsoidal height was determined by GPS observations
 AG9518.and is referenced to NAD 83.
 AG9518
 AG9518.The geoid height was determined by GEOID03.
 AG9518
 AG9518;                    North         East     Units Scale Factor Converg.
 AG9518;SPC FL W     -   321,277.598   150,750.565   MT  0.99997111   -0 13 39.2
 AG9518;SPC FL W     - 1,054,058.25    494,587.48   sFT  0.99997111   -0 13 39.2
 AG9518;UTM  17      - 3,013,088.736   351,747.646   MT  0.99987132   -0 41 07.0
 AG9518
 AG9518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9518!SPC FL W     -   1.00000317  x   0.99997111  =   0.99997428
 AG9518!UTM  17      -   1.00000317  x   0.99987132  =   0.99987449
 AG9518
 AG9518                          SUPERSEDED SURVEY CONTROL
 AG9518
 AG9518  NAD 83(1990)-  27 13 57.48674(N)    082 29 50.07911(W) AD(       ) 1
 AG9518  ELLIP H (05/09/94)  -20.07   (m)                       GP(       ) 4 2
 AG9518
 AG9518.Superseded values are not recommended for survey control.
 AG9518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9518.See file dsdata.txt to determine how the superseded data were derived.
 AG9518
 AG9518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5174813089(NAD 83)
 AG9518_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9518_SP_SET: CONCRETE POST
 AG9518_STAMPING: 082
 AG9518_MARK LOGO: FL-115
 AG9518_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9518+STABILITY: SURFACE MOTION
 AG9518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9518+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9518
 AG9518  HISTORY     - Date     Condition        Report By
 AG9518  HISTORY     - 1992     MONUMENTED       FL-115
 AG9518
 AG9518                          STATION DESCRIPTION
 AG9518
 AG9518'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9518'THE STATION IS LOCATED 60.2 FT (18.35 M) SOUTHWESTERLY OF THE
 AG9518'CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND 107.5 FT (32.77 M)
 AG9518'EASTERLY OF THE CENTERLINE OF VAMO ROAD IN SARASOTA COUNTY.
 AG9518'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---082---
 AG9518'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9518'6-INCHES BELOW THE GROUND. IT IS 35.1 FT (10.70 M) NORTHEASTERLY OF A
 AG9518'WOODEN POWER POLE NUMBER 3-45, 27.5 FT (8.38 M) NORTHEASTERLY OF A
 AG9518'SURVEY MARKER WITNESS POST, AND 49.5 FT (15.09 M) NORTHWESTERLY OF A
 AG9518'10-INCH PALM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9519 ***********************************************************************
 AG9519  DESIGNATION -  083
 AG9519  PID         -  AG9519
 AG9519  STATE/COUNTY-  FL/SARASOTA
 AG9519  USGS QUAD   -  BIRD KEYS (1973)
 AG9519
 AG9519                         *CURRENT SURVEY CONTROL
 AG9519  ___________________________________________________________________
 AG9519* NAD 83(1999)-  27 14 20.12403(N)    082 30 14.20920(W)     ADJUSTED  
 AG9519* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 AG9519  ___________________________________________________________________
 AG9519  X           -     740,322.534 (meters)                     COMP
 AG9519  Y           -  -5,626,302.935 (meters)                     COMP
 AG9519  Z           -   2,901,769.899 (meters)                     COMP
 AG9519  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AG9519  ELLIP HEIGHT-         -19.78  (meters)          (06/19/01) GPS OBS
 AG9519  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AG9519
 AG9519  HORZ ORDER  -  FIRST
 AG9519  ELLP ORDER  -  FOURTH    CLASS I
 AG9519
 AG9519.The horizontal coordinates were established by GPS observations
 AG9519.and adjusted by the National Geodetic Survey in June 2001..
 AG9519
 AG9519.The orthometric height was determined by GPS observations and a
 AG9519.high-resolution geoid model.
 AG9519
 AG9519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9519
 AG9519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9519
 AG9519.The ellipsoidal height was determined by GPS observations
 AG9519.and is referenced to NAD 83.
 AG9519
 AG9519.The geoid height was determined by GEOID03.
 AG9519
 AG9519;                    North         East     Units Scale Factor Converg.
 AG9519;SPC FL W     -   321,976.956   150,089.501   MT  0.99997192   -0 13 50.4
 AG9519;SPC FL W     - 1,056,352.73    492,418.64   sFT  0.99997192   -0 13 50.4
 AG9519;UTM  17      - 3,013,793.284   351,092.255   MT  0.99987372   -0 41 18.6
 AG9519
 AG9519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9519!SPC FL W     -   1.00000311  x   0.99997192  =   0.99997503
 AG9519!UTM  17      -   1.00000311  x   0.99987372  =   0.99987683
 AG9519
 AG9519                          SUPERSEDED SURVEY CONTROL
 AG9519
 AG9519  NAD 83(1990)-  27 14 20.12266(N)    082 30 14.20852(W) AD(       ) 1
 AG9519  ELLIP H (05/09/94)  -19.70   (m)                       GP(       ) 4 2
 AG9519
 AG9519.Superseded values are not recommended for survey control.
 AG9519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9519.See file dsdata.txt to determine how the superseded data were derived.
 AG9519
 AG9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5109213793(NAD 83)
 AG9519_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9519_SP_SET: CONCRETE POST
 AG9519_STAMPING: 083
 AG9519_MARK LOGO: FL-115
 AG9519_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9519+STABILITY: SURFACE MOTION
 AG9519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9519+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9519
 AG9519  HISTORY     - Date     Condition        Report By
 AG9519  HISTORY     - 1992     MONUMENTED       FL-115
 AG9519
 AG9519                          STATION DESCRIPTION
 AG9519
 AG9519'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9519'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9519'TRAIL), BENEVA ROAD TO THE NORTH, AND VAMO ROAD TO THE SOUTH, GO
 AG9519'NORTHWESTERLY OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), 0.5 MI (0.80 KM) TO
 AG9519'THE STATION ON THE LEFT.
 AG9519'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---083---
 AG9519'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9519'5-INCHES BELOW THE GROUND.  IT IS 34.5 FT (10.52 M) SOUTHWESTERLY OF
 AG9519'THE NORTH BOUND LANE CENTERLINE  OF U.S. HIGHWAY 41 (TAMIAMI TRAIL),
 AG9519'32.6 FT (9.94 M) NORTHEASTERLY OF THE SOUTH BOUND LANE CENTERLINE OF
 AG9519'U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 123.7 FT (37.70 M) NORTHWESTERLY
 AG9519'OF THE BACK OF CURB OF THE MEDIAN OPENING. ALSO, THE STATION IS 152.9
 AG9519'FT (46.60 M) NORTHEASTERLY OF A WOODEN POWER POLE ON THE SOUTH BOUND
 AG9519'SIDE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), 92.22 FT (28.11 M)
 AG9519'NORTHEASTERLY OF A FIRE HYDRANT ON THE SOUTH BOUND SIDE OF U.S.
 AG9519'HIGHWAY 41 (TAMIAMI TRAIL), 155.3 FT (47.34 M) SOUTHEASTERLY OF A
 AG9519'WOODEN POWER POLE ON THE SOUTH BOUND SIDE OF U.S. HIGHWAY 41 (TAMIAMI
 AG9519'TRAIL), AND 102.7 FT (31.30 M) SOUTHWESTERLY OF A WOODEN POWER POLE
 AG9519'NUMBER 7887 ON THE NORTH BOUND SIDE OF U.S. HIGHWAY 41 (TAMIAMI
 AG9519'TRAIL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1745 ***********************************************************************
 AQ1745  DESIGNATION -  0833 SW CORNER
 AQ1745  PID         -  AQ1745
 AQ1745  STATE/COUNTY-  FL/FLAGLER
 AQ1745  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1745
 AQ1745                         *CURRENT SURVEY CONTROL
 AQ1745  ___________________________________________________________________
 AQ1745* NAD 83(1986)-  29 28 40.     (N)    081 08 10.     (W)     SCALED    
 AQ1745* NAVD 88     -         5.244  (meters)      17.20   (feet)  ADJUSTED  
 AQ1745  ___________________________________________________________________
 AQ1745  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ1745  DYNAMIC HT  -           5.237 (meters)      17.18  (feet)  COMP
 AQ1745  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AQ1745
 AQ1745  VERT ORDER  -  FIRST     CLASS II
 AQ1745
 AQ1745.The horizontal coordinates were scaled from a topographic map and have
 AQ1745.an estimated accuracy of +/- 6 seconds.
 AQ1745
 AQ1745.The orthometric height was determined by differential leveling
 AQ1745.and adjusted by the National Geodetic Survey in May 1994..
 AQ1745
 AQ1745.The geoid height was determined by GEOID03.
 AQ1745
 AQ1745.The dynamic height is computed by dividing the NAVD 88
 AQ1745.geopotential number by the normal gravity value computed on the
 AQ1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1745.degrees latitude (g = 980.6199 gals.).
 AQ1745
 AQ1745.The modeled gravity was interpolated from observed gravity values.
 AQ1745
 AQ1745;                    North         East    Units  Estimated Accuracy
 AQ1745;SPC FL E     -   569,990.      186,800.      MT  (+/- 180 meters Scaled)
 AQ1745
 AQ1745                          SUPERSEDED SURVEY CONTROL
 AQ1745
 AQ1745  NAVD 88 (06/15/91)    5.243  (m)           17.20   (f) UNKNOWN     2 1
 AQ1745  NGVD 29 (09/01/92)    5.564  (m)           18.25   (f) ADJUSTED    1 2
 AQ1745
 AQ1745.Superseded values are not recommended for survey control.
 AQ1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1745.See file dsdata.txt to determine how the superseded data were derived.
 AQ1745
 AQ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868609(NAD 83)
 AQ1745_MARKER: DB = BENCH MARK DISK
 AQ1745_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ1745_SP_SET: BRIDGE ABUTMENT
 AQ1745_STAMPING: 0833 SW
 AQ1745_MARK LOGO: FLDT  
 AQ1745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1745+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1991
 AQ1745
 AQ1745  HISTORY     - Date     Condition        Report By
 AQ1745  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1745  HISTORY     - 1978     GOOD             FLDNR
 AQ1745  HISTORY     - 1987     GOOD             FLDNR
 AQ1745  HISTORY     - 1990     GOOD             USPSQD
 AQ1745  HISTORY     - 19910408 GOOD             NGS
 AQ1745
 AQ1745                          STATION DESCRIPTION
 AQ1745
 AQ1745'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1745'FLAGLER BEACH.
 AQ1745'BEGIN AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD  100,
 AQ1745'PROCEED WEST 0.55 MILE ALONG STATE ROAD 100 TO THE MARK AT A BRIDGE
 AQ1745'ON SR 100. THE MARK BEARS 20 FT S OF THE CENTERLINE OF THE BRIDGE,
 AQ1745'.5 FEET WEST OF THE END OF THE BRIDGE AND 1.2 FEET SOUTH OF THE
 AQ1745'EDGE OF THE BRIDGE.
 AQ1745
 AQ1745                          STATION RECOVERY (1987)
 AQ1745
 AQ1745'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1745'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK WAS STAMPED BY
 AQ1745'THIS PARTY ON MARCH 19, 1987.
 AQ1745
 AQ1745                          STATION RECOVERY (1990)
 AQ1745
 AQ1745'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1745'RECOVERED IN GOOD CONDITION.
 AQ1745
 AQ1745                          STATION RECOVERY (1991)
 AQ1745
 AQ1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1745'1.0 KM (0.6 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE INTERSECTION
 AQ1745'OF STATE HIGHWAY A1A IN FLAGLER BEACH, IN TOP OF AND 0.6 M (2.0 FT)
 AQ1745'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 AQ1745'HIGHWAY BRIDGE SPANNING THE ATLANTIC INTRACOASTAL WATERWAY, 6.0 M
 AQ1745'(19.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT)
 AQ1745'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9520 ***********************************************************************
 AG9520  DESIGNATION -  085
 AG9520  PID         -  AG9520
 AG9520  STATE/COUNTY-  FL/SARASOTA
 AG9520  USGS QUAD   -  MURDOCK (1987)
 AG9520
 AG9520                         *CURRENT SURVEY CONTROL
 AG9520  ___________________________________________________________________
 AG9520* NAD 83(1999)-  27 07 12.68380(N)    082 09 19.05957(W)     ADJUSTED  
 AG9520* NAVD 88     -         8.5    (meters)      28.     (feet)  GPS OBS   
 AG9520  ___________________________________________________________________
 AG9520  X           -     775,366.176 (meters)                     COMP
 AG9520  Y           -  -5,627,650.772 (meters)                     COMP
 AG9520  Z           -   2,890,068.127 (meters)                     COMP
 AG9520  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AG9520  ELLIP HEIGHT-         -15.69  (meters)          (06/19/01) GPS OBS
 AG9520  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AG9520
 AG9520  HORZ ORDER  -  FIRST
 AG9520  ELLP ORDER  -  FOURTH    CLASS I
 AG9520
 AG9520.The horizontal coordinates were established by GPS observations
 AG9520.and adjusted by the National Geodetic Survey in June 2001..
 AG9520
 AG9520.The orthometric height was determined by GPS observations and a
 AG9520.high-resolution geoid model.
 AG9520
 AG9520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9520
 AG9520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9520
 AG9520.The ellipsoidal height was determined by GPS observations
 AG9520.and is referenced to NAD 83.
 AG9520
 AG9520.The geoid height was determined by GEOID03.
 AG9520
 AG9520;                    North         East     Units Scale Factor Converg.
 AG9520;SPC FL W     -   308,730.362   184,603.594   MT  0.99994410   -0 04 14.9
 AG9520;SPC FL W     - 1,012,892.86    605,653.62   sFT  0.99994410   -0 04 14.9
 AG9520;UTM  17      - 3,000,273.799   385,494.802   MT  0.99976185   -0 31 36.1
 AG9520
 AG9520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9520!SPC FL W     -   1.00000246  x   0.99994410  =   0.99994656
 AG9520!UTM  17      -   1.00000246  x   0.99976185  =   0.99976431
 AG9520
 AG9520                          SUPERSEDED SURVEY CONTROL
 AG9520
 AG9520  NAD 83(1990)-  27 07 12.68224(N)    082 09 19.05948(W) AD(       ) 1
 AG9520  ELLIP H (05/09/94)  -15.54   (m)                       GP(       ) 4 2
 AG9520
 AG9520.Superseded values are not recommended for survey control.
 AG9520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9520.See file dsdata.txt to determine how the superseded data were derived.
 AG9520
 AG9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8549500274(NAD 83)
 AG9520_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9520_SP_SET: CONCRETE POST
 AG9520_STAMPING: 085
 AG9520_MARK LOGO: FL-115
 AG9520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9520+STABILITY: SURFACE MOTION
 AG9520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9520+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9520
 AG9520  HISTORY     - Date     Condition        Report By
 AG9520  HISTORY     - 1992     MONUMENTED       FL-115
 AG9520
 AG9520                          STATION DESCRIPTION
 AG9520
 AG9520'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9520'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND TOLEDO
 AG9520'BLADE BOULEVARD IN SARASOTA COUNTY, GO NORTH ON TOLEDO BLADE
 AG9520'BOULEVARD, 1.5 MI (2.41 KM) TO THE STATION ON THE RIGHT.
 AG9520'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---085---
 AG9520'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9520'6-INCHES BELOW THE GROUND. IT IS 213.25 FT (65.00 M) NORTHEASTERLY OF
 AG9520'A NAIL AND TARGET ON THE CENTERLINE OF TOLEDO BLADE BOULEVARD, 76 FT
 AG9520'(23.16 M) NORTHEASTERLY OF A DRAINAGE DITCH, 22.3 FT (6.80 M)
 AG9520'SOUTHEASTERLY OF THE SWING SIDE OF A METAL GATE ON THE NORTHERLY
 AG9520'BOUNDARY OF THE NORTH PORT CITY LIMITS, AND 1.1 FT (0.34 M) SOUTHERLY
 AG9520'OF A SURVEY MARKER WITNESS POST.
 AG9520'REFERENCES--
 AG9520'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO) P.K.
 AG9520'NAIL AND DISK SET IN THE TOP OF A FENCE POST. IT IS 22.92 FT (6.99 M)
 AG9520'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 085.
 AG9520'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) P.K.
 AG9520'NAIL AND DISK SET IN THE TOP OF A FENCE POST. IT IS 19.12 FT (5.83 M)
 AG9520'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 085.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9521 ***********************************************************************
 AG9521  DESIGNATION -  086
 AG9521  PID         -  AG9521
 AG9521  STATE/COUNTY-  FL/SARASOTA
 AG9521  USGS QUAD   -  MURDOCK (1987)
 AG9521
 AG9521                         *CURRENT SURVEY CONTROL
 AG9521  ___________________________________________________________________
 AG9521* NAD 83(1999)-  27 06 39.16221(N)    082 09 19.48347(W)     ADJUSTED  
 AG9521* NAVD 88     -         8.4    (meters)      28.     (feet)  GPS OBS   
 AG9521  ___________________________________________________________________
 AG9521  X           -     775,418.792 (meters)                     COMP
 AG9521  Y           -  -5,628,118.204 (meters)                     COMP
 AG9521  Z           -   2,889,149.748 (meters)                     COMP
 AG9521  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AG9521  ELLIP HEIGHT-         -15.72  (meters)          (06/19/01) GPS OBS
 AG9521  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AG9521
 AG9521  HORZ ORDER  -  FIRST
 AG9521  ELLP ORDER  -  FOURTH    CLASS I
 AG9521
 AG9521.The horizontal coordinates were established by GPS observations
 AG9521.and adjusted by the National Geodetic Survey in June 2001..
 AG9521
 AG9521.The orthometric height was determined by GPS observations and a
 AG9521.high-resolution geoid model.
 AG9521
 AG9521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9521
 AG9521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9521
 AG9521.The ellipsoidal height was determined by GPS observations
 AG9521.and is referenced to NAD 83.
 AG9521
 AG9521.The geoid height was determined by GEOID03.
 AG9521
 AG9521;                    North         East     Units Scale Factor Converg.
 AG9521;SPC FL W     -   307,698.666   184,590.645   MT  0.99994411   -0 04 15.0
 AG9521;SPC FL W     - 1,009,508.04    605,611.14   sFT  0.99994411   -0 04 15.0
 AG9521;UTM  17      - 2,999,242.425   385,473.648   MT  0.99976192   -0 31 35.7
 AG9521
 AG9521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9521!SPC FL W     -   1.00000247  x   0.99994411  =   0.99994658
 AG9521!UTM  17      -   1.00000247  x   0.99976192  =   0.99976439
 AG9521
 AG9521                          SUPERSEDED SURVEY CONTROL
 AG9521
 AG9521  NAD 83(1990)-  27 06 39.16067(N)    082 09 19.48336(W) AD(       ) 1
 AG9521  ELLIP H (05/09/94)  -15.57   (m)                       GP(       ) 4 2
 AG9521
 AG9521.Superseded values are not recommended for survey control.
 AG9521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9521.See file dsdata.txt to determine how the superseded data were derived.
 AG9521
 AG9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8547499242(NAD 83)
 AG9521_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9521_SP_SET: CONCRETE POST
 AG9521_STAMPING: 086
 AG9521_MARK LOGO: FL-115
 AG9521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9521+STABILITY: SURFACE MOTION
 AG9521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9521+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9521
 AG9521  HISTORY     - Date     Condition        Report By
 AG9521  HISTORY     - 1992     MONUMENTED       FL-115
 AG9521
 AG9521                          STATION DESCRIPTION
 AG9521
 AG9521'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9521'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND TOLEDO
 AG9521'BLADE BOULEVARD IN SARASOTA COUNTY, GO NORTH ON TOLEDO BLADE
 AG9521'BOULEVARD, 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT.
 AG9521'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---086---
 AG9521'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9521'6-INCHES BELOW THE GROUND. IT IS 161.2 FT (49.13 M) NORTHERLY OF THE
 AG9521'CENTERLINE OF NESTOR COURT, AND 3.0 FT (0.91 M) WESTERLY OF A SURVEY
 AG9521'MARKER WITNESS POST.
 AG9521'REFERENCES--
 AG9521'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9521'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9521'PAVEMENT ROAD BED FOR TOLEDO BLADE BOULEVARD. IT IS 23.96 FT (7.30 M)
 AG9521'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 086, AND 17.89 FT (5.45 M)
 AG9521'NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9521'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9521'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9521'PAVEMENT ROAD BED FOR TOLEDO BLADE BOULEVARD. IT IS 15.75 FT (4.80 M)
 AG9521'WESTERLY OF SARCO G.P.S. STATION SAR 086, AND 17.89 FT (5.45 M)
 AG9521'SOUTHERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9522 ***********************************************************************
 AG9522  DESIGNATION -  087
 AG9522  PID         -  AG9522
 AG9522  STATE/COUNTY-  FL/SARASOTA
 AG9522  USGS QUAD   -  MURDOCK (1987)
 AG9522
 AG9522                         *CURRENT SURVEY CONTROL
 AG9522  ___________________________________________________________________
 AG9522* NAD 83(1999)-  27 07 17.45012(N)    082 14 45.13824(W)     ADJUSTED  
 AG9522* NAVD 88     -         7.0    (meters)      23.     (feet)  GPS OBS   
 AG9522  ___________________________________________________________________
 AG9522  X           -     766,459.413 (meters)                     COMP
 AG9522  Y           -  -5,628,801.995 (meters)                     COMP
 AG9522  Z           -   2,890,198.062 (meters)                     COMP
 AG9522  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AG9522  ELLIP HEIGHT-         -17.09  (meters)          (06/19/01) GPS OBS
 AG9522  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AG9522
 AG9522  HORZ ORDER  -  FIRST
 AG9522  ELLP ORDER  -  FOURTH    CLASS I
 AG9522
 AG9522.The horizontal coordinates were established by GPS observations
 AG9522.and adjusted by the National Geodetic Survey in June 2001..
 AG9522
 AG9522.The orthometric height was determined by GPS observations and a
 AG9522.high-resolution geoid model.
 AG9522
 AG9522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9522
 AG9522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9522
 AG9522.The ellipsoidal height was determined by GPS observations
 AG9522.and is referenced to NAD 83.
 AG9522
 AG9522.The geoid height was determined by GEOID03.
 AG9522
 AG9522;                    North         East     Units Scale Factor Converg.
 AG9522;SPC FL W     -   308,891.390   175,623.704   MT  0.99994851   -0 06 43.5
 AG9522;SPC FL W     - 1,013,421.17    576,192.10   sFT  0.99994851   -0 06 43.5
 AG9522;UTM  17      - 3,000,506.238   376,518.015   MT  0.99978823   -0 34 04.9
 AG9522
 AG9522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9522!SPC FL W     -   1.00000268  x   0.99994851  =   0.99995119
 AG9522!UTM  17      -   1.00000268  x   0.99978823  =   0.99979091
 AG9522
 AG9522                          SUPERSEDED SURVEY CONTROL
 AG9522
 AG9522  NAD 83(1990)-  27 07 17.44854(N)    082 14 45.13816(W) AD(       ) 1
 AG9522  ELLIP H (05/09/94)  -16.97   (m)                       GP(       ) 4 2
 AG9522
 AG9522.Superseded values are not recommended for survey control.
 AG9522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9522.See file dsdata.txt to determine how the superseded data were derived.
 AG9522
 AG9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7651800506(NAD 83)
 AG9522_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9522_SP_SET: CONCRETE POST
 AG9522_STAMPING: 087
 AG9522_MARK LOGO: FL-115
 AG9522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9522+STABILITY: SURFACE MOTION
 AG9522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9522+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9522
 AG9522  HISTORY     - Date     Condition        Report By
 AG9522  HISTORY     - 1992     MONUMENTED       FL-115
 AG9522  HISTORY     - 20020129 GOOD             USPSQD
 AG9522
 AG9522                          STATION DESCRIPTION
 AG9522
 AG9522'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9522'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9522'TRAIL) AND NORTH BISCAYNE DRIVE IN THE CITY OF NORTH PORT IN SARASOTA
 AG9522'COUNTY, GO NORTHERLY ON NORTH BISCAYNE DRIVE, 6.0 MI (9.66 KM) TO THE
 AG9522'STATION NORTH OF THE INTERSECTION OF ESTATES DRIVE AND NORTH BISCAYNE
 AG9522'DRIVE.
 AG9522'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---087---
 AG9522'SET IN A 10-INCH ROUND POURDE IN PLACE COUNCRETE MONUMENT THAT IS
 AG9522'6-INCHES BELOW THE GROUND. IT IS 13.79 FT (4.20 M) NORTHERLY OF A
 AG9522'NAIL AND DISK (NO. 3943) AT THE INTERSECTION OF NORTH BISCAYNE DRIVE
 AG9522'AND ESTATES DRIVE, AND 2.5 FT (0.76 M) SOUTHERLY OF A SURVEY MARKER
 AG9522'WITNESS POST.
 AG9522'REFERENCES--
 AG9522'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9522'REFERENCE NAIL AND DISK SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT
 AG9522'ROAD BED FOR ESTATES DRIVE. IT IS 8.77 FT (2.67 M) SOUTHEASTERLY OF
 AG9522'SARCO G.P.S. STATION SAR 087, AND 10.04 FT (3.06 M) EASTERLY OF SARCO
 AG9522'REFERENCE NO. 2.
 AG9522'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9522'REFERENCE NAIL AND DISK SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT
 AG9522'ROAD BED FOR ESTATES DRIVE. IT IS 9.26 FT (2.82 M) SOUTHWESTERLY OF
 AG9522'SARCO G.P.S. STATION SAR 087, AND 10.04 FT (3.06 M) WESTERLY OF SARCO
 AG9522'REFERENCE NO. 1.
 AG9522
 AG9522                          STATION RECOVERY (2002)
 AG9522
 AG9522'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9522'COULD NOT FIND 087 RM1 AND RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9523 ***********************************************************************
 AG9523  DESIGNATION -  088
 AG9523  PID         -  AG9523
 AG9523  STATE/COUNTY-  FL/SARASOTA
 AG9523  USGS QUAD   -  MYAKKA RIVER (1987)
 AG9523
 AG9523                         *CURRENT SURVEY CONTROL
 AG9523  ___________________________________________________________________
 AG9523* NAD 83(1999)-  27 06 00.51551(N)    082 15 15.97738(W)     ADJUSTED  
 AG9523* NAVD 88     -         7.5    (meters)      25.     (feet)  GPS OBS   
 AG9523  ___________________________________________________________________
 AG9523  X           -     765,763.332 (meters)                     COMP
 AG9523  Y           -  -5,629,986.288 (meters)                     COMP
 AG9523  Z           -   2,888,090.508 (meters)                     COMP
 AG9523  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AG9523  ELLIP HEIGHT-         -16.54  (meters)          (06/19/01) GPS OBS
 AG9523  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AG9523
 AG9523  HORZ ORDER  -  FIRST
 AG9523  ELLP ORDER  -  FOURTH    CLASS I
 AG9523
 AG9523.The horizontal coordinates were established by GPS observations
 AG9523.and adjusted by the National Geodetic Survey in June 2001..
 AG9523
 AG9523.The orthometric height was determined by GPS observations and a
 AG9523.high-resolution geoid model.
 AG9523
 AG9523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9523
 AG9523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9523
 AG9523.The ellipsoidal height was determined by GPS observations
 AG9523.and is referenced to NAD 83.
 AG9523
 AG9523.The geoid height was determined by GEOID03.
 AG9523
 AG9523;                    North         East     Units Scale Factor Converg.
 AG9523;SPC FL W     -   306,525.217   174,769.613   MT  0.99994903   -0 06 57.3
 AG9523;SPC FL W     - 1,005,658.15    573,389.97   sFT  0.99994903   -0 06 57.3
 AG9523;UTM  17      - 2,998,147.310   375,645.267   MT  0.99979090   -0 34 17.5
 AG9523
 AG9523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9523!SPC FL W     -   1.00000260  x   0.99994903  =   0.99995163
 AG9523!UTM  17      -   1.00000260  x   0.99979090  =   0.99979350
 AG9523
 AG9523                          SUPERSEDED SURVEY CONTROL
 AG9523
 AG9523  NAD 83(1990)-  27 06 00.51393(N)    082 15 15.97727(W) AD(       ) 1
 AG9523  ELLIP H (05/09/94)  -16.43   (m)                       GP(       ) 4 2
 AG9523
 AG9523.Superseded values are not recommended for survey control.
 AG9523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9523.See file dsdata.txt to determine how the superseded data were derived.
 AG9523
 AG9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7564598147(NAD 83)
 AG9523_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9523_SP_SET: CONCRETE POST
 AG9523_STAMPING: 088
 AG9523_MARK LOGO: FL-115
 AG9523_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9523+STABILITY: SURFACE MOTION
 AG9523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9523+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9523
 AG9523  HISTORY     - Date     Condition        Report By
 AG9523  HISTORY     - 1992     MONUMENTED       FL-115
 AG9523
 AG9523                          STATION DESCRIPTION
 AG9523
 AG9523'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9523'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND PONCE
 AG9523'DE LEON BOULEVARD IN SARASOTA COUNTY, GO EAST ON INTERSTATE 75, 1.35
 AG9523'MI (2.17 KM) TO THE STATION ON THE RIGHT.
 AG9523'THE STATION IS A SARSOTA COUNTY G.P.S. STATION DISK STAMPED ---088---
 AG9523'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT 6-INCHES
 AG9523'BELOW THE GROUND. IT IS 31.0 FT (9.45 M) NORTHERLY OF THE CENTERLINE
 AG9523'OF NORTH BOUND LANES INTERSTATE 75, AND 38.9 FT (11.86 M) SOUTHERLY
 AG9523'OF A SURVEY MARKER WITNESS POST.
 AG9523'REFERENCES--
 AG9523'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9523'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9523'PAVEMENT ROAD BED FOR NORTH BOUND LANES INTERSTATE 75. IT IS 10.90 FT
 AG9523'(3.32 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 088, AND 13.98 FT
 AG9523'(4.26 M) EASTERLY OF SARCO REFERENCE NO. 2.
 AG9523'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9523'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9523'PAVEMENT ROAD BED FOR NORTH BOUND LANES INTERSTATE 75. IT IS 10.90 FT
 AG9523'(3.32 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 088, AND 13.98 FT
 AG9523'(4.26 M) WESTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9524 ***********************************************************************
 AG9524  DESIGNATION -  089
 AG9524  PID         -  AG9524
 AG9524  STATE/COUNTY-  FL/SARASOTA
 AG9524  USGS QUAD   -  ENGLEWOOD (1987)
 AG9524
 AG9524                         *CURRENT SURVEY CONTROL
 AG9524  ___________________________________________________________________
 AG9524* NAD 83(1999)-  26 56 43.36256(N)    082 15 32.14779(W)     ADJUSTED  
 AG9524* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 AG9524  ___________________________________________________________________
 AG9524  X           -     766,370.873 (meters)                     COMP
 AG9524  Y           -  -5,637,762.580 (meters)                     COMP
 AG9524  Z           -   2,872,812.123 (meters)                     COMP
 AG9524  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AG9524  ELLIP HEIGHT-         -21.11  (meters)          (06/19/01) GPS OBS
 AG9524  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AG9524
 AG9524  HORZ ORDER  -  FIRST
 AG9524  ELLP ORDER  -  FOURTH    CLASS I
 AG9524
 AG9524.The horizontal coordinates were established by GPS observations
 AG9524.and adjusted by the National Geodetic Survey in June 2001..
 AG9524
 AG9524.The orthometric height was determined by GPS observations and a
 AG9524.high-resolution geoid model.
 AG9524
 AG9524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9524
 AG9524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9524
 AG9524.The ellipsoidal height was determined by GPS observations
 AG9524.and is referenced to NAD 83.
 AG9524
 AG9524.The geoid height was determined by GEOID03.
 AG9524
 AG9524;                    North         East     Units Scale Factor Converg.
 AG9524;SPC FL W     -   289,378.501   174,288.992   MT  0.99994933   -0 07 02.4
 AG9524;SPC FL W     -   949,402.63    571,813.13   sFT  0.99994933   -0 07 02.4
 AG9524;UTM  17      - 2,981,007.643   375,028.768   MT  0.99979280   -0 34 14.0
 AG9524
 AG9524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9524!SPC FL W     -   1.00000332  x   0.99994933  =   0.99995265
 AG9524!UTM  17      -   1.00000332  x   0.99979280  =   0.99979612
 AG9524
 AG9524|---------------------------------------------------------------------|
 AG9524| PID    Reference Object                     Distance      Geod. Az  |
 AG9524|                                                           dddmmss.s |
 AG9524| AG9464 4120 01 002                         329.255 METERS 09354     |
 AG9524|---------------------------------------------------------------------|
 AG9524
 AG9524                          SUPERSEDED SURVEY CONTROL
 AG9524
 AG9524  NAD 83(1990)-  26 56 43.36072(N)    082 15 32.14664(W) AD(       ) 1
 AG9524  ELLIP H (05/09/94)  -21.15   (m)                       GP(       ) 4 2
 AG9524
 AG9524.Superseded values are not recommended for survey control.
 AG9524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9524.See file dsdata.txt to determine how the superseded data were derived.
 AG9524
 AG9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7502981008(NAD 83)
 AG9524_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9524_SP_SET: CONCRETE POST
 AG9524_STAMPING: 089
 AG9524_MARK LOGO: FL-115
 AG9524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9524+STABILITY: SURFACE MOTION
 AG9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9524+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9524
 AG9524  HISTORY     - Date     Condition        Report By
 AG9524  HISTORY     - 1992     MONUMENTED       FL-115
 AG9524  HISTORY     - 20011128 MARK NOT FOUND   USPSQD
 AG9524
 AG9524                          STATION DESCRIPTION
 AG9524
 AG9524'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9524'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 776 (MCCALL
 AG9524'ROAD) AND DAVID BOULEVARD IN CHARLOTTE COUNTY, GO NORTH ON DAVID
 AG9524'BOULEVARD, 0.85 MI (1.37 KM) TO THE INTERSECTION OF DAVID BOULEVARD
 AG9524'AND FORESMAN BOULEVARD, GO WEST ON FORESMAN BOULEVARD, 0.71 MI
 AG9524'(1.14 KM) TO THE STATION ON THE LEFT.
 AG9524'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---089---
 AG9524'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9524'12-INCHES BELOW THE GROUND. IT IS 15.8 FT (4.82 M) SOUTHWESTERLY OF
 AG9524'THE CENTERLINE OF FORESMAN BOULEVARD, AND 10.7 FT (3.26 M)
 AG9524'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9524'REFERENCES--
 AG9524'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9524'REFERENCE NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT
 AG9524'ROAD BED FOR FORESMAN BOULEVARD, AND 10.7 FT (3.26 M) NORTHEASTERLY
 AG9524'OF SARCO G.P.S. STATION SAR 089 AND 13.30 FT (4.05 M) SOUTHEASTERLY
 AG9524'OF SARCO REFERENCE NO. 2.
 AG9524'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9524'REFERENCE NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT
 AG9524'ROAD BED FOR FORESMAN BOULEVARD. IT IS 12.04 FT (3.67 M)
 AG9524'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 089 AND 13.30 FT (4.05 M)
 AG9524'NORTHWESTERLY OF SARCO REFERENCE NO. 1.
 AG9524
 AG9524                          STATION RECOVERY (2001)
 AG9524
 AG9524'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9524'LAND FILLED FOR PARKING LOT
 AG9524'ALSO 089 RM1 NOT FOUND PILE OF DIRT OVER MARK LOCATION
 AG9524'ALSO 089 RM2 NOT FOUND EDGE OF PAVEMENT BROKEN AWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9525 ***********************************************************************
 AG9525  DESIGNATION -  092
 AG9525  PID         -  AG9525
 AG9525  STATE/COUNTY-  FL/SARASOTA
 AG9525  USGS QUAD   -  ENGLEWOOD (1987)
 AG9525
 AG9525                         *CURRENT SURVEY CONTROL
 AG9525  ___________________________________________________________________
 AG9525* NAD 83(1999)-  26 56 49.20923(N)    082 21 11.47580(W)     ADJUSTED  
 AG9525* NAVD 88     -         3.3    (meters)      11.     (feet)  GPS OBS   
 AG9525  ___________________________________________________________________
 AG9525  X           -     757,084.335 (meters)                     COMP
 AG9525  Y           -  -5,638,935.468 (meters)                     COMP
 AG9525  Z           -   2,872,972.832 (meters)                     COMP
 AG9525  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AG9525  ELLIP HEIGHT-         -20.46  (meters)          (06/19/01) GPS OBS
 AG9525  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG9525
 AG9525  HORZ ORDER  -  FIRST
 AG9525  ELLP ORDER  -  FOURTH    CLASS I
 AG9525
 AG9525.The horizontal coordinates were established by GPS observations
 AG9525.and adjusted by the National Geodetic Survey in June 2001..
 AG9525
 AG9525.The orthometric height was determined by GPS observations and a
 AG9525.high-resolution geoid model.
 AG9525
 AG9525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9525
 AG9525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9525
 AG9525.The ellipsoidal height was determined by GPS observations
 AG9525.and is referenced to NAD 83.
 AG9525
 AG9525.The geoid height was determined by GEOID03.
 AG9525
 AG9525;                    North         East     Units Scale Factor Converg.
 AG9525;SPC FL W     -   289,581.100   164,929.904   MT  0.99995635   -0 09 36.2
 AG9525;SPC FL W     -   950,067.33    541,107.53   sFT  0.99995635   -0 09 36.2
 AG9525;UTM  17      - 2,981,284.229   365,672.933   MT  0.99982275   -0 36 47.9
 AG9525
 AG9525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9525!SPC FL W     -   1.00000321  x   0.99995635  =   0.99995956
 AG9525!UTM  17      -   1.00000321  x   0.99982275  =   0.99982596
 AG9525
 AG9525                          SUPERSEDED SURVEY CONTROL
 AG9525
 AG9525  NAD 83(1990)-  26 56 49.20751(N)    082 21 11.47500(W) AD(       ) 1
 AG9525  ELLIP H (05/09/94)  -20.45   (m)                       GP(       ) 4 2
 AG9525
 AG9525.Superseded values are not recommended for survey control.
 AG9525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9525.See file dsdata.txt to determine how the superseded data were derived.
 AG9525
 AG9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6567381284(NAD 83)
 AG9525_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9525_SP_SET: CONCRETE POST
 AG9525_STAMPING: 092
 AG9525_MARK LOGO: FL-115
 AG9525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9525+STABILITY: SURFACE MOTION
 AG9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9525+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9525
 AG9525  HISTORY     - Date     Condition        Report By
 AG9525  HISTORY     - 1992     MONUMENTED       FL-115
 AG9525  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AG9525  HISTORY     - 20030930 MARK NOT FOUND   FL-115
 AG9525
 AG9525                          STATION DESCRIPTION
 AG9525
 AG9525'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9525'TO REACH THE STATION FROM THE INTERSECTION OF MCCALL ROAD AND STATE
 AG9525'ROAD 776 (SOUTH INDIANA AVENUE) IN SARASOTA COUNTY, GO NORTH ALONG
 AG9525'THE WEST SIDE OF STATE ROAD 776, 370 FT (112.78 M) TO THE STATION ON
 AG9525'THE LEFT.
 AG9525'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---092---
 AG9525'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9525'6-INCHES BELOW THE GROUND. IT IS 31.3 FT (9.54 M) SOUTHWESTERLY OF
 AG9525'THE CENTERLINE OF STATE ROAD 776 (SOUTH INDIANA AVENUE), AND 53.2 FT
 AG9525'(16.22 M) NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9525'REFERENCES--
 AG9525'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9525'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT
 AG9525'PAVEMENT ROAD BED FOR STATE ROAD 776 (SOUTH INDIANA AVENUE). IT IS
 AG9525'17.04 FT (5.19 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 092, AND
 AG9525'18.77 FT (5.72 M) NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9525'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9525'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9525'ROAD BED FOR STATE ROAD 776 (SOUTH INDIANA AVENUE). IT IS 16.94 FT
 AG9525'(5.16 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 092, AND 18.77 FT
 AG9525'(5.72 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9525
 AG9525                          STATION RECOVERY (2002)
 AG9525
 AG9525'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9525'MARK IS UNDER NEW SIDEWALK
 AG9525' 
 AG9525'ALSO 092 RM1 AND RM2 ARE GONE
 AG9525
 AG9525                          STATION RECOVERY (2003)
 AG9525
 AG9525'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9526 ***********************************************************************
 AG9526  DESIGNATION -  093
 AG9526  PID         -  AG9526
 AG9526  STATE/COUNTY-  FL/SARASOTA
 AG9526  USGS QUAD   -  VENICE (1987)
 AG9526
 AG9526                         *CURRENT SURVEY CONTROL
 AG9526  ___________________________________________________________________
 AG9526* NAD 83(1999)-  27 02 59.66794(N)    082 24 23.60422(W)     ADJUSTED  
 AG9526* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 AG9526  ___________________________________________________________________
 AG9526  X           -     751,147.658 (meters)                     COMP
 AG9526  Y           -  -5,634,508.305 (meters)                     COMP
 AG9526  Z           -   2,883,132.895 (meters)                     COMP
 AG9526  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AG9526  ELLIP HEIGHT-         -19.42  (meters)          (06/19/01) GPS OBS
 AG9526  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AG9526
 AG9526  HORZ ORDER  -  FIRST
 AG9526  ELLP ORDER  -  FOURTH    CLASS I
 AG9526
 AG9526.The horizontal coordinates were established by GPS observations
 AG9526.and adjusted by the National Geodetic Survey in June 2001..
 AG9526
 AG9526.The orthometric height was determined by GPS observations and a
 AG9526.high-resolution geoid model.
 AG9526
 AG9526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9526
 AG9526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9526
 AG9526.The ellipsoidal height was determined by GPS observations
 AG9526.and is referenced to NAD 83.
 AG9526
 AG9526.The geoid height was determined by GEOID03.
 AG9526
 AG9526;                    North         East     Units Scale Factor Converg.
 AG9526;SPC FL W     -   300,998.777   159,667.259   MT  0.99996125   -0 11 05.6
 AG9526;SPC FL W     -   987,526.82    523,841.67   sFT  0.99996125   -0 11 05.6
 AG9526;UTM  17      - 2,992,741.794   360,501.594   MT  0.99984023   -0 38 23.1
 AG9526
 AG9526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9526!SPC FL W     -   1.00000305  x   0.99996125  =   0.99996430
 AG9526!UTM  17      -   1.00000305  x   0.99984023  =   0.99984328
 AG9526
 AG9526                          SUPERSEDED SURVEY CONTROL
 AG9526
 AG9526  NAD 83(1990)-  27 02 59.66652(N)    082 24 23.60361(W) AD(       ) 1
 AG9526  ELLIP H (05/09/94)  -19.38   (m)                       GP(       ) 4 2
 AG9526
 AG9526.Superseded values are not recommended for survey control.
 AG9526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9526.See file dsdata.txt to determine how the superseded data were derived.
 AG9526
 AG9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6050292742(NAD 83)
 AG9526_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9526_SP_SET: CONCRETE POST
 AG9526_STAMPING: 093
 AG9526_MARK LOGO: FL-115
 AG9526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9526+STABILITY: SURFACE MOTION
 AG9526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9526+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9526
 AG9526  HISTORY     - Date     Condition        Report By
 AG9526  HISTORY     - 1992     MONUMENTED       FL-115
 AG9526  HISTORY     - 20020227 MARK NOT FOUND   USPSQD
 AG9526
 AG9526                          STATION DESCRIPTION
 AG9526
 AG9526'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9526'THE STATION IS IN THE GRASS ISLAND THAT INTERSECTS U.S. HIGHWAY 41
 AG9526'(TAMIAMI TRAIL) AND STATE ROAD 776 (ENGLEWOOD ROAD).
 AG9526'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---093---
 AG9526'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9526'6-INCHES BELOW THE GROUND. IT IS 75.7 FT (23.07 M) SOUTHWESTERLY OF
 AG9526'THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI
 AG9526'TRAIL), 12.46 FT (3.80 M) SOUTHEASTERLY OF A FLORIDA DEPARTMENT OF
 AG9526'TRANSPORTATION (F.D.O.T.) 5-INCH SURVEY MARKER AND DISK (NUMBER 17-90
 AG9526'A 16), AND 63.2 FT (19.26 M) SOUTHEASTERLY OF A SURVEY MARKER WITNESS
 AG9526'POST. THE STATION IS ALSO 16.22 FT (4.94 M) NORTHEASTERLY OF A
 AG9526'SARASOTA COUNTY (SARCO)REFERENCE NAIL AND DISK SET IN THE
 AG9526'NORTHEASTERLY EDGE OF ASPHALT PAVEMENT ROAD BED FOR THE SOUTH BOUND U
 AG9526'.S. HIGHWAY 41 (TAMIAMI TRAIL)EXIT TO STATE ROAD 776 (ENGLEWOOD ROAD).
 AG9526
 AG9526                          STATION RECOVERY (2002)
 AG9526
 AG9526'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9526'093
 AG9526'NO-RM NAILS OR DISC OR WITNESS POSTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9527 ***********************************************************************
 AG9527  DESIGNATION -  094
 AG9527  PID         -  AG9527
 AG9527  STATE/COUNTY-  FL/SARASOTA
 AG9527  USGS QUAD   -  VENICE (1987)
 AG9527
 AG9527                         *CURRENT SURVEY CONTROL
 AG9527  ___________________________________________________________________
 AG9527* NAD 83(1999)-  27 02 58.75327(N)    082 23 50.03366(W)     ADJUSTED  
 AG9527* NAVD 88     -         3.9    (meters)      13.     (feet)  GPS OBS   
 AG9527  ___________________________________________________________________
 AG9527  X           -     752,066.329 (meters)                     COMP
 AG9527  Y           -  -5,634,398.252 (meters)                     COMP
 AG9527  Z           -   2,883,107.608 (meters)                     COMP
 AG9527  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AG9527  ELLIP HEIGHT-         -19.89  (meters)          (06/19/01) GPS OBS
 AG9527  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AG9527
 AG9527  HORZ ORDER  -  FIRST
 AG9527  ELLP ORDER  -  FOURTH    CLASS I
 AG9527
 AG9527.The horizontal coordinates were established by GPS observations
 AG9527.and adjusted by the National Geodetic Survey in June 2001..
 AG9527
 AG9527.The orthometric height was determined by GPS observations and a
 AG9527.high-resolution geoid model.
 AG9527
 AG9527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9527
 AG9527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9527
 AG9527.The ellipsoidal height was determined by GPS observations
 AG9527.and is referenced to NAD 83.
 AG9527
 AG9527.The geoid height was determined by GEOID03.
 AG9527
 AG9527;                    North         East     Units Scale Factor Converg.
 AG9527;SPC FL W     -   300,967.675   160,592.287   MT  0.99996034   -0 10 50.3
 AG9527;SPC FL W     -   987,424.78    526,876.53   sFT  0.99996034   -0 10 50.3
 AG9527;UTM  17      - 2,992,703.354   361,426.234   MT  0.99983705   -0 38 07.8
 AG9527
 AG9527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9527!SPC FL W     -   1.00000312  x   0.99996034  =   0.99996346
 AG9527!UTM  17      -   1.00000312  x   0.99983705  =   0.99984017
 AG9527
 AG9527                          SUPERSEDED SURVEY CONTROL
 AG9527
 AG9527  NAD 83(1990)-  27 02 58.75185(N)    082 23 50.03305(W) AD(       ) 1
 AG9527  ELLIP H (05/09/94)  -19.86   (m)                       GP(       ) 4 2
 AG9527
 AG9527.Superseded values are not recommended for survey control.
 AG9527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9527.See file dsdata.txt to determine how the superseded data were derived.
 AG9527
 AG9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6142692703(NAD 83)
 AG9527_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9527_SP_SET: CONCRETE POST
 AG9527_STAMPING: 094
 AG9527_MARK LOGO: FL-115
 AG9527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9527+STABILITY: SURFACE MOTION
 AG9527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9527+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9527
 AG9527  HISTORY     - Date     Condition        Report By
 AG9527  HISTORY     - 1992     MONUMENTED       FL-115
 AG9527  HISTORY     - 20020227 MARK NOT FOUND   USPSQD
 AG9527  HISTORY     - 20030930 MARK NOT FOUND   FL-115
 AG9527
 AG9527                          STATION DESCRIPTION
 AG9527
 AG9527'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9527'TO REACH THE STATION FROM THE INTERSECTION OF JACARANDA BOULEVARD AND
 AG9527'U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9527'HIGHWAY 41 (TAMIAMI TRAIL), 101.9 FT (31.06 M) TO THE STATION ON THE
 AG9527'RIGHT.
 AG9527'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---094---
 AG9527'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9527'6-INCHES BELOW THE GROUND. IT IS 47.8 FT (14.57 M) SOUTHERLY OF THE
 AG9527'CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 16.4 FT (5.00 M)
 AG9527'NORTHWESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9527'REFERENCES--
 AG9527'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9527'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9527'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 11.77 FT
 AG9527'(3.59 M)NORTHWESTERLY OF SARCO G.P.S. STATION SAR 094, AND 12.46 FT
 AG9527'(3.80 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9527'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9527'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9527'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 12.12 FT
 AG9527'(3.69 M)NORTHEASTERLY OF SARCO G.P.S. STATION SAR 094, AND 12.46 FT
 AG9527'(3.80 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9527
 AG9527                          STATION RECOVERY (2002)
 AG9527
 AG9527'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9527'094
 AG9527'MARK MEASURES UNDER PAVEMENT 1FT FROM EDGE
 AG9527'094 RM1
 AG9527'094 RM2
 AG9527
 AG9527                          STATION RECOVERY (2003)
 AG9527
 AG9527'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9528 ***********************************************************************
 AG9528  DESIGNATION -  095
 AG9528  PID         -  AG9528
 AG9528  STATE/COUNTY-  FL/SARASOTA
 AG9528  USGS QUAD   -  ENGLEWOOD (1987)
 AG9528
 AG9528                         *CURRENT SURVEY CONTROL
 AG9528  ___________________________________________________________________
 AG9528* NAD 83(1999)-  26 57 16.46292(N)    082 21 11.42478(W)     ADJUSTED  
 AG9528* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 AG9528  ___________________________________________________________________
 AG9528  X           -     757,035.169 (meters)                     COMP
 AG9528  Y           -  -5,638,558.696 (meters)                     COMP
 AG9528  Z           -   2,873,720.667 (meters)                     COMP
 AG9528  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AG9528  ELLIP HEIGHT-         -20.22  (meters)          (06/19/01) GPS OBS
 AG9528  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG9528
 AG9528  HORZ ORDER  -  FIRST
 AG9528  ELLP ORDER  -  FOURTH    CLASS I
 AG9528
 AG9528.The horizontal coordinates were established by GPS observations
 AG9528.and adjusted by the National Geodetic Survey in June 2001..
 AG9528
 AG9528.The orthometric height was determined by GPS observations and a
 AG9528.high-resolution geoid model.
 AG9528
 AG9528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9528
 AG9528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9528
 AG9528.The ellipsoidal height was determined by GPS observations
 AG9528.and is referenced to NAD 83.
 AG9528
 AG9528.The geoid height was determined by GEOID03.
 AG9528
 AG9528;                    North         East     Units Scale Factor Converg.
 AG9528;SPC FL W     -   290,419.885   164,933.654   MT  0.99995635   -0 09 36.3
 AG9528;SPC FL W     -   952,819.24    541,119.83   sFT  0.99995635   -0 09 36.3
 AG9528;UTM  17      - 2,982,122.846   365,683.318   MT  0.99982272   -0 36 48.5
 AG9528
 AG9528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9528!SPC FL W     -   1.00000318  x   0.99995635  =   0.99995953
 AG9528!UTM  17      -   1.00000318  x   0.99982272  =   0.99982590
 AG9528
 AG9528                          SUPERSEDED SURVEY CONTROL
 AG9528
 AG9528  NAD 83(1990)-  26 57 16.46121(N)    082 21 11.42399(W) AD(       ) 1
 AG9528  ELLIP H (05/09/94)  -20.22   (m)                       GP(       ) 4 2
 AG9528
 AG9528.Superseded values are not recommended for survey control.
 AG9528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9528.See file dsdata.txt to determine how the superseded data were derived.
 AG9528
 AG9528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6568382123(NAD 83)
 AG9528_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9528_SP_SET: CONCRETE POST
 AG9528_STAMPING: 095
 AG9528_MARK LOGO: FL-115
 AG9528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9528+STABILITY: SURFACE MOTION
 AG9528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9528+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9528
 AG9528  HISTORY     - Date     Condition        Report By
 AG9528  HISTORY     - 1992     MONUMENTED       FL-115
 AG9528  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AG9528  HISTORY     - 20030930 MARK NOT FOUND   FL-115
 AG9528
 AG9528                          STATION DESCRIPTION
 AG9528
 AG9528'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9528'TO REACH THE STATION FROM THE INTERSECTION OF CHURCH AVENUE AND STATE
 AG9528'ROAD 776 (INDIANA AVENUE) IN SARASOTA COUNTY, GO SOUTH ON STATE ROAD
 AG9528'776 (INDIANA AVENUE), 54.3 FT (16.55 M) TO THE STATION ON THE RIGHT.
 AG9528'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---095---
 AG9528'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9528'1-INCH BELOW THE GROUND. IT IS 21.3 FT (6.49 M) WESTERLY OF THE
 AG9528'CENTERLINE OF STATE ROAD 776 (INDIANA AVENUE), AND 31.6 FT (9.63 M)
 AG9528'EASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9528'REFERENCES--
 AG9528'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9528'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9528'PAVEMENT ROAD BED FOR STATE ROAD 776 (INDIANA AVENUE). IT IS 5.78 FT
 AG9528'(1.76 M)NORTHEASTERLY OF SARCO G.P.S. STATION SAR 095, AND 8.45 FT
 AG9528'(2.58 M) NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9528'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9528'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9528'PAVEMENT ROAD BED FOR STATE ROAD 776 (INDIANA AVENUE). IT IS 6.24 FT
 AG9528'(1.90 M)SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 095, AND 8.45 FT
 AG9528'(2.58 M) SOUTHERLY OF SARCO REFERENCE NUMBER 1.
 AG9528
 AG9528                          STATION RECOVERY (2002)
 AG9528
 AG9528'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9528'HIGHWAY IS NEW AND WIDER. IT COVERS THE MARK, INCLUDING
 AG9528'095 RM1 AND 095 RM2
 AG9528
 AG9528                          STATION RECOVERY (2003)
 AG9528
 AG9528'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9529 ***********************************************************************
 AG9529  DESIGNATION -  096
 AG9529  PID         -  AG9529
 AG9529  STATE/COUNTY-  FL/SARASOTA
 AG9529  USGS QUAD   -  MYAKKA RIVER (1987)
 AG9529
 AG9529                         *CURRENT SURVEY CONTROL
 AG9529  ___________________________________________________________________
 AG9529* NAD 83(1999)-  27 02 57.87554(N)    082 21 08.17816(W)     ADJUSTED  
 AG9529* NAVD 88     -         3.9    (meters)      13.     (feet)  GPS OBS   
 AG9529  ___________________________________________________________________
 AG9529  X           -     756,489.022 (meters)                     COMP
 AG9529  Y           -  -5,633,818.488 (meters)                     COMP
 AG9529  Z           -   2,883,083.516 (meters)                     COMP
 AG9529  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AG9529  ELLIP HEIGHT-         -19.96  (meters)          (06/19/01) GPS OBS
 AG9529  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AG9529
 AG9529  HORZ ORDER  -  FIRST
 AG9529  ELLP ORDER  -  FOURTH    CLASS I
 AG9529
 AG9529.The horizontal coordinates were established by GPS observations
 AG9529.and adjusted by the National Geodetic Survey in June 2001..
 AG9529
 AG9529.The orthometric height was determined by GPS observations and a
 AG9529.high-resolution geoid model.
 AG9529
 AG9529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9529
 AG9529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9529
 AG9529.The ellipsoidal height was determined by GPS observations
 AG9529.and is referenced to NAD 83.
 AG9529
 AG9529.The geoid height was determined by GEOID03.
 AG9529
 AG9529;                    North         East     Units Scale Factor Converg.
 AG9529;SPC FL W     -   300,927.393   165,052.530   MT  0.99995625   -0 09 36.7
 AG9529;SPC FL W     -   987,292.62    541,509.84   sFT  0.99995625   -0 09 36.7
 AG9529;UTM  17      - 2,992,627.675   365,885.442   MT  0.99982204   -0 36 54.2
 AG9529
 AG9529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9529!SPC FL W     -   1.00000314  x   0.99995625  =   0.99995939
 AG9529!UTM  17      -   1.00000314  x   0.99982204  =   0.99982518
 AG9529
 AG9529                          SUPERSEDED SURVEY CONTROL
 AG9529
 AG9529  NAD 83(1990)-  27 02 57.87413(N)    082 21 08.17755(W) AD(       ) 1
 AG9529  ELLIP H (05/09/94)  -19.92   (m)                       GP(       ) 4 2
 AG9529
 AG9529.Superseded values are not recommended for survey control.
 AG9529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9529.See file dsdata.txt to determine how the superseded data were derived.
 AG9529
 AG9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6588592628(NAD 83)
 AG9529_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9529_SP_SET: CONCRETE POST
 AG9529_STAMPING: 096
 AG9529_MARK LOGO: FL-115
 AG9529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9529+STABILITY: SURFACE MOTION
 AG9529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9529+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9529
 AG9529  HISTORY     - Date     Condition        Report By
 AG9529  HISTORY     - 1992     MONUMENTED       FL-115
 AG9529
 AG9529                          STATION DESCRIPTION
 AG9529
 AG9529'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9529'TO REACH THE STATION FROM THE INTERSECTION OF JACARANDA BOULEVARD AND
 AG9529'U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9529'HIGHWAY 41 (TAMIAMI TRAIL), 2.8 MI (4.51 KM) TO THE STATION ON THE
 AG9529'RIGHT.
 AG9529'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---096---
 AG9529'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9529'7-INCHES BELOW THE GROUND. IT 34.1 FT (10.39 M) SOUTHERLY OF THE
 AG9529'CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 38.5 FT (11.73 M)
 AG9529'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9529'REFERENCES--
 AG9529'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9529'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9529'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 27.12 FT
 AG9529'(8.27 M)NORTHWESTERLY OF SARCO G.P.S. STATION SAR 096, AND 26.09 FT
 AG9529'(7.95 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9529'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9529'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9529'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 27.92 FT
 AG9529'(8.51 M)NORTHEASTERLY OF SARCO G.P.S. STATION SAR 096, AND 26.09 FT
 AG9529'(7.95 M) EASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9530 ***********************************************************************
 AG9530  DESIGNATION -  097
 AG9530  PID         -  AG9530
 AG9530  STATE/COUNTY-  FL/SARASOTA
 AG9530  USGS QUAD   -  ENGLEWOOD (1987)
 AG9530
 AG9530                         *CURRENT SURVEY CONTROL
 AG9530  ___________________________________________________________________
 AG9530* NAD 83(1999)-  26 56 42.68290(N)    082 15 04.94091(W)     ADJUSTED  
 AG9530* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 AG9530  ___________________________________________________________________
 AG9530  X           -     767,115.783 (meters)                     COMP
 AG9530  Y           -  -5,637,670.855 (meters)                     COMP
 AG9530  Z           -   2,872,793.485 (meters)                     COMP
 AG9530  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AG9530  ELLIP HEIGHT-         -21.09  (meters)          (06/19/01) GPS OBS
 AG9530  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG9530
 AG9530  HORZ ORDER  -  FIRST
 AG9530  ELLP ORDER  -  FOURTH    CLASS I
 AG9530
 AG9530.The horizontal coordinates were established by GPS observations
 AG9530.and adjusted by the National Geodetic Survey in June 2001..
 AG9530
 AG9530.The orthometric height was determined by GPS observations and a
 AG9530.high-resolution geoid model.
 AG9530
 AG9530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9530
 AG9530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9530
 AG9530.The ellipsoidal height was determined by GPS observations
 AG9530.and is referenced to NAD 83.
 AG9530
 AG9530.The geoid height was determined by GEOID03.
 AG9530
 AG9530;                    North         East     Units Scale Factor Converg.
 AG9530;SPC FL W     -   289,356.069   175,039.388   MT  0.99994886   -0 06 50.1
 AG9530;SPC FL W     -   949,329.04    574,275.06   sFT  0.99994886   -0 06 50.1
 AG9530;UTM  17      - 2,980,979.280   375,778.845   MT  0.99979049   -0 34 01.6
 AG9530
 AG9530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9530!SPC FL W     -   1.00000331  x   0.99994886  =   0.99995217
 AG9530!UTM  17      -   1.00000331  x   0.99979049  =   0.99979380
 AG9530
 AG9530:                Primary Azimuth Mark                     Grid Az
 AG9530:SPC FL W     -  4120 01 002                              269 54 54.2
 AG9530:UTM  17      -  4120 01 002                              270 22 05.7
 AG9530
 AG9530|---------------------------------------------------------------------|
 AG9530| PID    Reference Object                     Distance      Geod. Az  |
 AG9530|                                                           dddmmss.s |
 AG9530| AG9464 4120 01 002                         421.989 METERS 2694804.1 |
 AG9530|---------------------------------------------------------------------|
 AG9530
 AG9530                          SUPERSEDED SURVEY CONTROL
 AG9530
 AG9530  NAD 83(1990)-  26 56 42.68107(N)    082 15 04.93975(W) AD(       ) 1
 AG9530  ELLIP H (05/09/94)  -21.12   (m)                       GP(       ) 4 2
 AG9530
 AG9530.Superseded values are not recommended for survey control.
 AG9530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9530.See file dsdata.txt to determine how the superseded data were derived.
 AG9530
 AG9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7577980979(NAD 83)
 AG9530_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9530_SP_SET: CONCRETE POST
 AG9530_STAMPING: 097
 AG9530_MARK LOGO: FL-115
 AG9530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9530+STABILITY: SURFACE MOTION
 AG9530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9530+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9530
 AG9530  HISTORY     - Date     Condition        Report By
 AG9530  HISTORY     - 1992     MONUMENTED       FL-115
 AG9530  HISTORY     - 20011128 GOOD             USPSQD
 AG9530
 AG9530                          STATION DESCRIPTION
 AG9530
 AG9530'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9530'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 776 (MCCALL
 AG9530'ROAD) AND DAVID BOULEVARD IN CHARLOTTE COUNTY, GO NORTH ON DAVID
 AG9530'BOULEVARD 0.85 MI (1.37 KM) TO THE INTERSECTION OF DAVID BOULEVARD
 AG9530'AND FORESMAN BOULEVARD, GO WEST ON FORESMAN BOULEVARD, 0.26 MI
 AG9530'(0.42 KM) TO PICARD STREET AND THE STATION ON THE LEFT.
 AG9530'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---097---
 AG9530'SET IN A 10-INCH ROUND POURED IN PLACE ROUND CONCRETE MONUMENT THAT
 AG9530'IS 6-INCHES BELOW THE GROUND. IT IS 22.42 FT (6.83 M) SOUTHERLY OF
 AG9530'THE INTERSECTION OF PICARD STREET AND FORESMAN BOULEVARD, AND 3.1 FT
 AG9530'(0.94 M) NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9530'REFERENCES--
 AG9530'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9530'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9530'PAVEMENT ROAD BED FOR FORESMAN BOULEVARD. IT IS 16.13 FT (4.92 M)
 AG9530'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 097, AND 14.99 FT (4.57 M)
 AG9530'EASTERLY OF SARCO REFERENCE NO. 2.
 AG9530'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9530'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9530'PAVEMENT ROAD BED FOR FORESMAN BOULEVARD. IT IS 15.29 FT (4.66 M)
 AG9530'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 097, AND 14.99 FT (4.57 M)
 AG9530'WESTERLY OF SARCO REFERENCE NO. 1.
 AG9530
 AG9530                          STATION RECOVERY (2001)
 AG9530
 AG9530'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9530'ALSO 097 RM1 FOUND GOOD
 AG9530'ALSO 097 RM2 FOUND GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9531 ***********************************************************************
 AG9531  DESIGNATION -  098
 AG9531  PID         -  AG9531
 AG9531  STATE/COUNTY-  FL/SARASOTA
 AG9531  USGS QUAD   -  MURDOCK (1987)
 AG9531
 AG9531                         *CURRENT SURVEY CONTROL
 AG9531  ___________________________________________________________________
 AG9531* NAD 83(1999)-  27 02 22.34582(N)    082 09 21.25385(W)     ADJUSTED  
 AG9531* NAVD 88     -         4.8    (meters)      16.     (feet)  GPS OBS   
 AG9531  ___________________________________________________________________
 AG9531  X           -     775,861.090 (meters)                     COMP
 AG9531  Y           -  -5,631,685.976 (meters)                     COMP
 AG9531  Z           -   2,882,109.884 (meters)                     COMP
 AG9531  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AG9531  ELLIP HEIGHT-         -19.18  (meters)          (06/19/01) GPS OBS
 AG9531  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG9531
 AG9531  HORZ ORDER  -  FIRST
 AG9531  ELLP ORDER  -  FOURTH    CLASS I
 AG9531
 AG9531.The horizontal coordinates were established by GPS observations
 AG9531.and adjusted by the National Geodetic Survey in June 2001..
 AG9531
 AG9531.The orthometric height was determined by GPS observations and a
 AG9531.high-resolution geoid model.
 AG9531
 AG9531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9531
 AG9531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9531
 AG9531.The ellipsoidal height was determined by GPS observations
 AG9531.and is referenced to NAD 83.
 AG9531
 AG9531.The geoid height was determined by GEOID03.
 AG9531
 AG9531;                    North         East     Units Scale Factor Converg.
 AG9531;SPC FL W     -   299,794.600   184,532.095   MT  0.99994413   -0 04 15.1
 AG9531;SPC FL W     -   983,576.12    605,419.05   sFT  0.99994413   -0 04 15.1
 AG9531;UTM  17      - 2,991,340.513   385,352.326   MT  0.99976226   -0 31 31.9
 AG9531
 AG9531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9531!SPC FL W     -   1.00000301  x   0.99994413  =   0.99994714
 AG9531!UTM  17      -   1.00000301  x   0.99976226  =   0.99976527
 AG9531
 AG9531                          SUPERSEDED SURVEY CONTROL
 AG9531
 AG9531  NAD 83(1990)-  27 02 22.34411(N)    082 09 21.25320(W) AD(       ) 1
 AG9531  ELLIP H (05/09/94)  -19.12   (m)                       GP(       ) 4 2
 AG9531
 AG9531.Superseded values are not recommended for survey control.
 AG9531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9531.See file dsdata.txt to determine how the superseded data were derived.
 AG9531
 AG9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8535291341(NAD 83)
 AG9531_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9531_SP_SET: CONCRETE POST
 AG9531_STAMPING: 098
 AG9531_MARK LOGO: FL-115
 AG9531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9531+STABILITY: SURFACE MOTION
 AG9531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9531+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9531
 AG9531  HISTORY     - Date     Condition        Report By
 AG9531  HISTORY     - 1992     MONUMENTED       FL-115
 AG9531
 AG9531                          STATION DESCRIPTION
 AG9531
 AG9531'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9531'TO REACH THE STATION FROM THE INTERSECTION OF HILLSBOROUGH BOULEVARD
 AG9531'AND COLLINGSWOOD BOULEVARD IN SARASOTA COUNTY, GO NORTH ON
 AG9531'COLLINGSWOOD BOULEVARD, 0.5 MI (0.80 KM) TO THE STATION ON THE RIGHT.
 AG9531'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---098---
 AG9531'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9531'6-INCHES BELOW THE GROUND. IT IS 55.5 FT (16.92 M) SOUTHEASTERLY OF
 AG9531'THE CENTERLINE OF COLLINGSWOOD BOULEVARD, AND 2.7 FT (0.82 M)
 AG9531'NORTHWESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9531'REFERENCES--
 AG9531'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9531'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF PAVEMENT ROAD
 AG9531'BED FOR COLLINGSWOOD BOULEVARD. IT IS 49.38 FT (15.05 M)
 AG9531'SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 098, AND 57.25 FT (17.45 M)
 AG9531'SOUTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9531'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9531'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9531'PAVEMENT ROAD BED FOR COLLINGSWOOD BOULEVARD. IT IS 54.72 FT
 AG9531'(16.68 M)  NORTHWESTERLY OF SARCO G.P.S. STATION SAR 098, AND 57.25
 AG9531'FT (17.45 M)  NORTHEASTERLY OF SARCO REFERENCE NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4791 ***********************************************************************
 AC4791  DESIGNATION -  0OR3 CHISLED X
 AC4791  PID         -  AC4791
 AC4791  STATE/COUNTY-  FL/MONROE
 AC4791  USGS QUAD   -  GARDEN COVE (1969)
 AC4791
 AC4791                         *CURRENT SURVEY CONTROL
 AC4791  ___________________________________________________________________
 AC4791* NAD 83(1990)-  25 10 17.52781(N)    080 22 26.64111(W)     ADJUSTED  
 AC4791* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 AC4791  ___________________________________________________________________
 AC4791  X           -     965,823.602 (meters)                     COMP
 AC4791  Y           -  -5,694,615.911 (meters)                     COMP
 AC4791  Z           -   2,696,274.700 (meters)                     COMP
 AC4791  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AC4791  ELLIP HEIGHT-         -21.41  (meters)          (09/10/92) GPS OBS
 AC4791  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AC4791
 AC4791  HORZ ORDER  -  SECOND
 AC4791  ELLP ORDER  -  FOURTH    CLASS II
 AC4791
 AC4791.The horizontal coordinates were established by GPS observations
 AC4791.and adjusted by the National Geodetic Survey in September 1992..
 AC4791
 AC4791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC4791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC4791
 AC4791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4791
 AC4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4791
 AC4791.The ellipsoidal height was determined by GPS observations
 AC4791.and is referenced to NAD 83.
 AC4791
 AC4791.The geoid height was determined by GEOID03.
 AC4791
 AC4791;                    North         East     Units Scale Factor Converg.
 AC4791;SPC FL E     -    92,988.140   263,097.079   MT  0.99999032   +0 15 58.5
 AC4791;SPC FL E     -   305,078.59    863,177.67   sFT  0.99999032   +0 15 58.5
 AC4791;UTM  17      - 2,784,088.395   563,075.551   MT  0.99964913   +0 15 58.5
 AC4791
 AC4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4791!SPC FL E     -   1.00000336  x   0.99999032  =   0.99999368
 AC4791!UTM  17      -   1.00000336  x   0.99964913  =   0.99965249
 AC4791
 AC4791                          SUPERSEDED SURVEY CONTROL
 AC4791
 AC4791  NGVD 29 (09/10/92)    3.5    (m)           11.     (f) GPS OBS        
 AC4791
 AC4791.Superseded values are not recommended for survey control.
 AC4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4791.See file dsdata.txt to determine how the superseded data were derived.
 AC4791
 AC4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6307684088(NAD 83)
 AC4791_MARKER: X = CHISELED CROSS
 AC4791_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4791+WITH SETTING: PAVEMENT
 AC4791_SP_SET: 11 FT BY 12 FT CONCRETE SLAB
 AC4791_MARK LOGO: NOS   
 AC4791_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4791+STABILITY: SURFACE MOTION
 AC4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4791+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC4791
 AC4791  HISTORY     - Date     Condition        Report By
 AC4791  HISTORY     - 1991     MONUMENTED       NOS
 AC4791
 AC4791                          STATION DESCRIPTION
 AC4791
 AC4791'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AC4791'THE STATION IS LOCATED ON KEY LARGO KEY AT THE JUNCTION OF US HIGHWAY
 AC4791'ONE AND STATE HIGHWAY 905, AT THE NORTHEAST END OF THE CITY OF KEY
 AC4791'LARGO ON THE OUTSIDE OF OF A CURVE OF US HIGHWAY ONE.
 AC4791'THE STATION IS
 AC4791'LOCATED AT MILE MARKER 106.5, 101 ME SOUTHWEST OF THE SOUTHWEST FACE
 AC4791'OF OF A CIRCLE K CONVENIENCE STORE 27.1 M (88.91 FT) NORTHWEST OF THE
 AC4791'CENTERLINE OF STATE HIGHWAY, 12.3 M (40.35 FT) SOUTHEAST OF THE
 AC4791'NORTHEAST BOUND LANES OF US HIGHWAY 1.
 AC4791'THE STATION IS A CHISLED X AT
 AC4791'THE CENTER OF 11 FT (3.35 M) BY A 12 FT (3.66 M) WHITE CONCRETE SLAB
 AC4791'BEARING THE LETTERS 0OR3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0219 ***********************************************************************
 AS0219  DESIGNATION -  1
 AS0219  PID         -  AS0219
 AS0219  STATE/COUNTY-  FL/FRANKLIN
 AS0219  USGS QUAD   -  CARRABELLE (1992)
 AS0219
 AS0219                         *CURRENT SURVEY CONTROL
 AS0219  ___________________________________________________________________
 AS0219* NAD 83(1986)-  29 50 02.     (N)    084 41 01.     (W)     SCALED    
 AS0219* NAVD 88     -         2.292  (meters)       7.52   (feet)  ADJUSTED  
 AS0219  ___________________________________________________________________
 AS0219  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0219  DYNAMIC HT  -           2.289 (meters)       7.51  (feet)  COMP
 AS0219  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 AS0219
 AS0219  VERT ORDER  -  FIRST     CLASS I
 AS0219
 AS0219.The horizontal coordinates were scaled from a topographic map and have
 AS0219.an estimated accuracy of +/- 6 seconds.
 AS0219
 AS0219.The orthometric height was determined by differential leveling
 AS0219.and adjusted by the National Geodetic Survey in June 1991..
 AS0219
 AS0219.The geoid height was determined by GEOID03.
 AS0219
 AS0219.The dynamic height is computed by dividing the NAVD 88
 AS0219.geopotential number by the normal gravity value computed on the
 AS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0219.degrees latitude (g = 980.6199 gals.).
 AS0219
 AS0219.The modeled gravity was interpolated from observed gravity values.
 AS0219
 AS0219;                    North         East    Units  Estimated Accuracy
 AS0219;SPC FL N     -    92,450.      582,260.      MT  (+/- 180 meters Scaled)
 AS0219
 AS0219                          SUPERSEDED SURVEY CONTROL
 AS0219
 AS0219  NGVD 29 (??/??/92)    2.471  (m)            8.11   (f) ADJ UNCH    1 1
 AS0219
 AS0219.Superseded values are not recommended for survey control.
 AS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0219.See file dsdata.txt to determine how the superseded data were derived.
 AS0219
 AS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU238026(NAD 83)
 AS0219_MARKER: DD = SURVEY DISK
 AS0219_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AS0219+WITH SETTING: INTO GROUND
 AS0219_STAMPING: 8.376 BOOTH 1 1933 1
 AS0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0219+STABILITY: SURFACE MOTION
 AS0219
 AS0219  HISTORY     - Date     Condition        Report By
 AS0219  HISTORY     - 1933     MONUMENTED       DOD
 AS0219  HISTORY     - 1967     GOOD             NGS
 AS0219  HISTORY     - 1975     GOOD             NGS
 AS0219  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AS0219
 AS0219                          STATION DESCRIPTION
 AS0219
 AS0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0219'1.8 MI SW FROM CARRABELLE.
 AS0219'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 98 AND 319 FROM THE
 AS0219'SCHOOL AT CARRABELLE, IN SECTION 30, R 4 W, T 7 S, ABOUT 1.0
 AS0219'MILE SOUTH OF THE BRIDGE OVER THE CARRABELLE RIVER, AT THE OUTSIDE
 AS0219'OF A CURVE IN THE HIGHWAYS, 16 1/2 FEET EAST OF THE CENTER LINE
 AS0219'OF THE HIGHWAY, 192 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 AS0219'16-FOOT CONCRETE AND WOODEN BRIDGE OVER A SMALL STREAM, 2 FEET
 AS0219'EAST OF THE EAST ROW OF CONCRETE GUARD RAIL POST, ABOUT LEVEL WITH
 AS0219'THE HIGHWAY AND IS A USE DISK ON THE TOP OF A 3 INCH PIPE WHICH
 AS0219'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AS0219
 AS0219                          STATION RECOVERY (1975)
 AS0219
 AS0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0219'RECOVERED IN GOOD CONDITION.
 AS0219
 AS0219                          STATION RECOVERY (1985)
 AS0219
 AS0219'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9452 ***********************************************************************
 AG9452  DESIGNATION -  1 01 43 22
 AG9452  PID         -  AG9452
 AG9452  STATE/COUNTY-  FL/LEE
 AG9452  USGS QUAD   -  PUNTA GORDA SE (1987)
 AG9452
 AG9452                         *CURRENT SURVEY CONTROL
 AG9452  ___________________________________________________________________
 AG9452* NAD 83(1999)-  26 46 13.27184(N)    082 03 22.67512(W)     ADJUSTED  
 AG9452* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 AG9452  ___________________________________________________________________
 AG9452  X           -     787,515.120 (meters)                     COMP
 AG9452  Y           -  -5,643,693.166 (meters)                     COMP
 AG9452  Z           -   2,855,510.545 (meters)                     COMP
 AG9452  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AG9452  ELLIP HEIGHT-         -22.33  (meters)          (07/06/01) GPS OBS
 AG9452  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG9452
 AG9452  HORZ ORDER  -  FIRST
 AG9452  ELLP ORDER  -  FOURTH    CLASS II
 AG9452
 AG9452.The horizontal coordinates were established by GPS observations
 AG9452.and adjusted by the National Geodetic Survey in July 2001..
 AG9452
 AG9452.The orthometric height was determined by GPS observations and a
 AG9452.high-resolution geoid model.
 AG9452
 AG9452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9452
 AG9452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9452
 AG9452.The ellipsoidal height was determined by GPS observations
 AG9452.and is referenced to NAD 83.
 AG9452
 AG9452.The geoid height was determined by GEOID03.
 AG9452
 AG9452;                    North         East     Units Scale Factor Converg.
 AG9452;SPC FL W     -   269,961.537   194,401.107   MT  0.99994156   -0 01 31.3
 AG9452;SPC FL W     -   885,698.81    637,797.63   sFT  0.99994156   -0 01 31.3
 AG9452;UTM  17      - 2,961,436.222   394,983.524   MT  0.99973615   -0 28 32.9
 AG9452
 AG9452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9452!SPC FL W     -   1.00000351  x   0.99994156  =   0.99994507
 AG9452!UTM  17      -   1.00000351  x   0.99973615  =   0.99973966
 AG9452
 AG9452                          SUPERSEDED SURVEY CONTROL
 AG9452
 AG9452  NAD 83(1990)-  26 46 13.27021(N)    082 03 22.67432(W) AD(       ) 1
 AG9452  ELLIP H (11/12/93)  -22.28   (m)                       GP(       ) 4 1
 AG9452
 AG9452.Superseded values are not recommended for survey control.
 AG9452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9452.See file dsdata.txt to determine how the superseded data were derived.
 AG9452
 AG9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9498461436(NAD 83)
 AG9452_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9452_SP_SET: CONCRETE POST
 AG9452_STAMPING: GPS 1-01 43 22 9081 1990
 AG9452_MARK LOGO: DENI  
 AG9452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9452+STABILITY: SURFACE MOTION
 AG9452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9452+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 AG9452
 AG9452  HISTORY     - Date     Condition        Report By
 AG9452  HISTORY     - 1990     MONUMENTED       DENI
 AG9452  HISTORY     - 19910119 GOOD
 AG9452  HISTORY     - 20060310 GOOD             HOLE
 AG9452
 AG9452                          STATION DESCRIPTION
 AG9452
 AG9452'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9452'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, TWP 43S, RGE
 AG9452'22 E, AT THE LEE/CHARLOTTE COUNTY LINE, 0.3 MI (0.5 KM) EAST OF THE
 AG9452'SHORELINE OF CHARLOTTE HARBOR, 14.5 MI (23.3 KM) NORTHWEST OF FORT
 AG9452'MYERS.
 AG9452'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9452'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 9.0 MI (14.5 KM) ON
 AG9452'BURNT STORE ROAD TO THE LEE/CHARLOTTE COUNTY LINE AND VINCENT AVENUE,
 AG9452'THEN WEST 1.1 MI (1.8 KM) ON VINCENT AVENUE PAST ANISE COURT TO THE
 AG9452'STATION ON THE LEFT.
 AG9452'STATION IS 51.0 FT (15.5 M) SOUTH OF THE CENTERLINE OF VINCENT AVENUE,
 AG9452'284 FT (86.6 M) WEST OF THE CENTERLINE OF ANISE COURT PRODUCED SOUTH,
 AG9452'36.4 FT (11.1 M) EAST OF A FIRE HYDRANT, 1.5 FT (0.5 M) NORTH OF A
 AG9452'WITNESS POST.
 AG9452'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9452'DISK SET IN TOP OF AN 11 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9452'GROUND.
 AG9452
 AG9452                          STATION RECOVERY (1991)
 AG9452
 AG9452'RECOVERED 1991
 AG9452'RECOVERED IN GOOD CONDITION.
 AG9452
 AG9452                          STATION RECOVERY (2006)
 AG9452
 AG9452'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9452'WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8658 ***********************************************************************
 AD8658  DESIGNATION -  1 01 47 26
 AD8658  PID         -  AD8658
 AD8658  STATE/COUNTY-  FL/LEE
 AD8658  USGS QUAD   -  CORKSCREW NW (1987)
 AD8658
 AD8658                         *CURRENT SURVEY CONTROL
 AD8658  ___________________________________________________________________
 AD8658* NAD 83(1999)-  26 25 12.72288(N)    081 39 38.06408(W)     ADJUSTED  
 AD8658* NAVD 88     -         5.4    (meters)      18.     (feet)  GPS OBS   
 AD8658  ___________________________________________________________________
 AD8658  X           -     828,994.875 (meters)                     COMP
 AD8658  Y           -  -5,655,307.200 (meters)                     COMP
 AD8658  Z           -   2,820,821.323 (meters)                     COMP
 AD8658  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AD8658  ELLIP HEIGHT-         -18.82  (meters)          (07/06/01) GPS OBS
 AD8658  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AD8658
 AD8658  HORZ ORDER  -  FIRST
 AD8658  ELLP ORDER  -  FOURTH    CLASS II
 AD8658
 AD8658.The horizontal coordinates were established by GPS observations
 AD8658.and adjusted by the National Geodetic Survey in July 2001..
 AD8658
 AD8658.The orthometric height was determined by GPS observations and a
 AD8658.high-resolution geoid model.
 AD8658
 AD8658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8658
 AD8658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8658
 AD8658.The ellipsoidal height was determined by GPS observations
 AD8658.and is referenced to NAD 83.
 AD8658
 AD8658.The geoid height was determined by GEOID03.
 AD8658
 AD8658;                    North         East     Units Scale Factor Converg.
 AD8658;SPC FL W     -   231,211.295   233,858.940   MT  0.99995533   +0 09 03.7
 AD8658;SPC FL W     -   758,565.72    767,252.21   sFT  0.99995533   +0 09 03.7
 AD8658;UTM  17      - 2,922,388.743   434,127.433   MT  0.99965357   -0 17 38.2
 AD8658
 AD8658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8658!SPC FL W     -   1.00000296  x   0.99995533  =   0.99995829
 AD8658!UTM  17      -   1.00000296  x   0.99965357  =   0.99965653
 AD8658
 AD8658                          SUPERSEDED SURVEY CONTROL
 AD8658
 AD8658  NAD 83(1990)-  26 25 12.72119(N)    081 39 38.06306(W) AD(       ) 1
 AD8658  ELLIP H (11/12/93)  -18.76   (m)                       GP(       ) 4 1
 AD8658
 AD8658.Superseded values are not recommended for survey control.
 AD8658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8658.See file dsdata.txt to determine how the superseded data were derived.
 AD8658
 AD8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3412722389(NAD 83)
 AD8658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8658_SP_SET: CONCRETE POST
 AD8658_STAMPING: GPS 1-01 47 26 9067 1990
 AD8658_MARK LOGO: DENI  
 AD8658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8658+STABILITY: SURFACE MOTION
 AD8658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8658+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8658
 AD8658  HISTORY     - Date     Condition        Report By
 AD8658  HISTORY     - 1990     MONUMENTED       DENI
 AD8658  HISTORY     - 19910108 GOOD
 AD8658
 AD8658                          STATION DESCRIPTION
 AD8658
 AD8658'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8658'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.1, TWP 47S, RGE
 AD8658'26E, 20.0 MI (32.2 KM) SOUTHEAST OF FORT MYERS, 7.3 MI (11.7 KM) EAST
 AD8658'OF THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19,
 AD8658'NEAR THE LEE/COLLIER COUNTY LINE.
 AD8658'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD, GO
 AD8658'EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH ALICO
 AD8658'ROAD, THEN CONTINUE EASTERLY 2.75 MI (4.43 KM) ON CORKSCREW ROAD TO
 AD8658'SIX L FARM ROAD, THEN SOUTH 2.0 MI (3.2 KM) ON SIX L FARM ROAD TO
 AD8658'A JOG IN THE ROAD TO THE WEST, THEN WEST THROUGH SHORT JOG TO A DIRT
 AD8658'FARM ROAD LEADING SOUTH, THEN SOUTHERLY 0.1 MI (0.2 KM) ALONG THE
 AD8658'DIRT FARM ROAD TO THE STATION ON RIGHT.
 AD8658'STATION IS 70 FT (21.3 M) NORTHWEST OF THE CENTERLINE OF DIRT ROAD,
 AD8658'207 FT (63.1 M) SOUTHWEST OF A FENCE INTERSECTION, 179 FT (54.6 M)
 AD8658'NORTH NORTHEAST OF A 16 IN. LONE PINE TREE, 107 FT (32.6 M) NORTHWEST
 AD8658'THE TOP OF BANK OF A DITCH, 10.4 FT (3.2 M) SOUTHEAST OF A BARBED
 AD8658'WIRE FENCE, 10.4 FT (3.2 M) SOUTHEAST OF A WITNESS POST.
 AD8658'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8658'DISK SET IN TOP OF A 7 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8658'GROUND LEVEL.
 AD8658
 AD8658                          STATION RECOVERY (1991)
 AD8658
 AD8658'RECOVERED 1991
 AD8658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8659 ***********************************************************************
 AD8659  DESIGNATION -  1 01 48 26
 AD8659  PID         -  AD8659
 AD8659  STATE/COUNTY-  FL/LEE
 AD8659  USGS QUAD   -  CORKSCREW SW (1987)
 AD8659
 AD8659                         *CURRENT SURVEY CONTROL
 AD8659  ___________________________________________________________________
 AD8659* NAD 83(1999)-  26 19 55.16893(N)    081 39 30.22037(W)     ADJUSTED  
 AD8659* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 AD8659  ___________________________________________________________________
 AD8659  X           -     829,839.740 (meters)                     COMP
 AD8659  Y           -  -5,659,571.020 (meters)                     COMP
 AD8659  Z           -   2,812,065.448 (meters)                     COMP
 AD8659  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AD8659  ELLIP HEIGHT-         -19.38  (meters)          (07/06/01) GPS OBS
 AD8659  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AD8659
 AD8659  HORZ ORDER  -  FIRST
 AD8659  ELLP ORDER  -  FOURTH    CLASS II
 AD8659
 AD8659.The horizontal coordinates were established by GPS observations
 AD8659.and adjusted by the National Geodetic Survey in July 2001..
 AD8659
 AD8659.The orthometric height was determined by GPS observations and a
 AD8659.high-resolution geoid model.
 AD8659
 AD8659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8659
 AD8659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8659
 AD8659.The ellipsoidal height was determined by GPS observations
 AD8659.and is referenced to NAD 83.
 AD8659
 AD8659.The geoid height was determined by GEOID03.
 AD8659
 AD8659;                    North         East     Units Scale Factor Converg.
 AD8659;SPC FL W     -   221,439.282   234,102.171   MT  0.99995553   +0 09 05.5
 AD8659;SPC FL W     -   726,505.38    768,050.21   sFT  0.99995553   +0 09 05.5
 AD8659;SPC FL E     -   221,561.704   134,272.408   MT  0.99999450   -0 17 31.4
 AD8659;SPC FL E     -   726,907.02    440,525.39   sFT  0.99999450   -0 17 31.4
 AD8659;UTM  17      - 2,912,618.090   434,294.834   MT  0.99965330   -0 17 31.4
 AD8659
 AD8659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8659!SPC FL W     -   1.00000304  x   0.99995553  =   0.99995857
 AD8659!SPC FL E     -   1.00000304  x   0.99999450  =   0.99999754
 AD8659!UTM  17      -   1.00000304  x   0.99965330  =   0.99965634
 AD8659
 AD8659                          SUPERSEDED SURVEY CONTROL
 AD8659
 AD8659  NAD 83(1990)-  26 19 55.16722(N)    081 39 30.21975(W) AD(       ) 1
 AD8659  ELLIP H (11/12/93)  -19.30   (m)                       GP(       ) 4 1
 AD8659
 AD8659.Superseded values are not recommended for survey control.
 AD8659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8659.See file dsdata.txt to determine how the superseded data were derived.
 AD8659
 AD8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3429512618(NAD 83)
 AD8659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8659_SP_SET: CONCRETE POST
 AD8659_STAMPING: GPS 1-01 48 26 9052 1990
 AD8659_MARK LOGO: DENI  
 AD8659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8659+STABILITY: SURFACE MOTION
 AD8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8659+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8659
 AD8659  HISTORY     - Date     Condition        Report By
 AD8659  HISTORY     - 1990     MONUMENTED       DENI
 AD8659  HISTORY     - 19910109 GOOD
 AD8659
 AD8659                          STATION DESCRIPTION
 AD8659
 AD8659'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8659'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.1, TWP 48S, RGE
 AD8659'26E, 25.0 MI (40.2 KM) SOUTHEAST OF FORT MYERS, 7.6 MI (12.2 KM) EAST
 AD8659'OF BONITA SPRINGS, AT THE LEE/COLLIER COUNTY LINE, 5.7 MI (9.2 KM)
 AD8659'EAST OF THE JUNCTION OF I-75 AND BONITA BEACH ROAD/COUNTY ROAD 865,
 AD8659'EXIT 18.  --NOTE--4WD ADVISED DURING SUMMER MONTHS.
 AD8659'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8659'LANES), GO EAST 4.75 MI (7.64 KM) TO THE END OF BONITA BEACH ROAD,
 AD8659'THEN SOUTH 0.15 MI (0.24 KM) ALONG A DIRT FARM ROAD THROUGH AN
 AD8659'AGRICULTURAL FIELD, THEN EAST 1.0 MI (1.6 KM) TO THE EAST EDGE OF THE
 AD8659'FIELD AND THE WEST EDGE OF A DRAINAGE CANAL, THEN NORTH 0.1 MI
 AD8659'(0.2 KM) ALONG WEST EDGE OF DRAINAGE CANAL TO STATION LOCATED IN THE
 AD8659'NORTHEAST CORNER OF THE AGRICULTURAL FIELD.
 AD8659'STATION IS ON THE CENTERLINE PROJECTED EAST OF A FIELD DRAINAGE DITCH,
 AD8659'4.8 FT (1.5 M) WEST OF THE WEST EDGE OF A DRAINAGE CANAL, 59 FT
 AD8659'(18.0 M) SOUTH OF THE SOUTH EDGE PROJECTED EAST OF A DRAINAGE CANAL
 AD8659'(CANALS CONNECT), 2.2 FT (0.7 M) WEST OF A WITNESS POST.
 AD8659'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8659'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 9 INCHES BELOW
 AD8659'GROUND LEVEL.
 AD8659
 AD8659                          STATION RECOVERY (1991)
 AD8659
 AD8659'RECOVERED 1991
 AD8659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8660 ***********************************************************************
 AD8660  DESIGNATION -  1 02 48 26
 AD8660  PID         -  AD8660
 AD8660  STATE/COUNTY-  FL/LEE
 AD8660  USGS QUAD   -  CORKSCREW SW (1987)
 AD8660
 AD8660                         *CURRENT SURVEY CONTROL
 AD8660  ___________________________________________________________________
 AD8660* NAD 83(1999)-  26 19 28.52205(N)    081 41 16.16774(W)     ADJUSTED  
 AD8660* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 AD8660  ___________________________________________________________________
 AD8660  X           -     826,985.113 (meters)                     COMP
 AD8660  Y           -  -5,660,355.899 (meters)                     COMP
 AD8660  Z           -   2,811,330.181 (meters)                     COMP
 AD8660  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AD8660  ELLIP HEIGHT-         -19.96  (meters)          (07/06/01) GPS OBS
 AD8660  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AD8660
 AD8660  HORZ ORDER  -  FIRST
 AD8660  ELLP ORDER  -  FOURTH    CLASS II
 AD8660
 AD8660.The horizontal coordinates were established by GPS observations
 AD8660.and adjusted by the National Geodetic Survey in July 2001..
 AD8660
 AD8660.The orthometric height was determined by GPS observations and a
 AD8660.high-resolution geoid model.
 AD8660
 AD8660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8660
 AD8660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8660
 AD8660.The ellipsoidal height was determined by GPS observations
 AD8660.and is referenced to NAD 83.
 AD8660
 AD8660.The geoid height was determined by GEOID03.
 AD8660
 AD8660;                    North         East     Units Scale Factor Converg.
 AD8660;SPC FL W     -   220,611.807   231,166.180   MT  0.99995316   +0 08 18.4
 AD8660;SPC FL W     -   723,790.57    758,417.71   sFT  0.99995316   +0 08 18.4
 AD8660;SPC FL E     -   220,756.947   131,329.975   MT  0.99999938   -0 18 18.1
 AD8660;SPC FL E     -   724,266.75    430,871.76   sFT  0.99999938   -0 18 18.1
 AD8660;UTM  17      - 2,911,813.607   431,353.405   MT  0.99965818   -0 18 18.1
 AD8660
 AD8660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8660!SPC FL W     -   1.00000314  x   0.99995316  =   0.99995630
 AD8660!SPC FL E     -   1.00000314  x   0.99999938  =   1.00000252
 AD8660!UTM  17      -   1.00000314  x   0.99965818  =   0.99966131
 AD8660
 AD8660                          SUPERSEDED SURVEY CONTROL
 AD8660
 AD8660  NAD 83(1990)-  26 19 28.52036(N)    081 41 16.16715(W) AD(       ) 1
 AD8660  ELLIP H (11/12/93)  -19.88   (m)                       GP(       ) 4 1
 AD8660
 AD8660.Superseded values are not recommended for survey control.
 AD8660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8660.See file dsdata.txt to determine how the superseded data were derived.
 AD8660
 AD8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3135311814(NAD 83)
 AD8660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8660_SP_SET: CONCRETE POST
 AD8660_STAMPING: 1-02 48 26 9051 1990
 AD8660_MARK LOGO: DENI  
 AD8660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8660+STABILITY: SURFACE MOTION
 AD8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8660+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8660
 AD8660  HISTORY     - Date     Condition        Report By
 AD8660  HISTORY     - 1990     MONUMENTED       DENI
 AD8660  HISTORY     - 19910109 GOOD
 AD8660
 AD8660                          STATION DESCRIPTION
 AD8660
 AD8660'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8660'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC.2, TWP 48S, RGE
 AD8660'26E, 24.5 MI (39.4 KM) SOUTHEAST OF FORT MYERS, 5.7 MI (9.2 KM) EAST
 AD8660'OF BONITA SPRINGS, 0.6 MI (1.0 KM) NORTH OF THE LEE/COLLIER COUNTY
 AD8660'LINE, 1.8 MI (2.9 KM) WEST OF THE LEE/COLLIER COUNTY LINE, 3.9 MI
 AD8660'(6.3 KM) EAST OF THE JUNCTION OF I-75 AND BONITA BEACH ROAD/COUNTY
 AD8660'ROAD 865, EXIT 18.
 AD8660'--NOTE-- FOUR WHEEL DRIVE ADVISED DURING SUMMER MONTHS.
 AD8660'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8660'LANES), GO EASTERLY 4.25 MI (6.84 KM) ON BONITA BEACH ROAD TO A DIRT
 AD8660'FARM ROAD LEADING SOUTH, THEN SOUTH 0.35 MI (0.56 KM) AND WEST 0.3 MI
 AD8660'(0.5 KM) ALONG A DIRT FARM ROAD THROUGH AN AGRICULTURAL FIELD TO
 AD8660'ANOTHER DIRT FARM ROAD ON THE WEST SIDE OF A NORTH-SOUTH DRAINAGE
 AD8660'DITCH, THEN SOUTH 0.1 MI (0.2 KM) ON DIRT FARM ROAD ALONG DITCH TO A
 AD8660'DIRT FARM ROAD WHICH RUNS BETWEEN TWO EAST-WEST DRAINAGE DITCHES,
 AD8660'THEN 0.1 MI (0.2 KM) WEST ON DIRT ROAD TO STATION APPROXIMATELY
 AD8660'MIDWAY BETWEEN DITCHES.
 AD8660'STATION IS 50 FT (15.2 M) SOUTH OF THE CENTERLINE OF THE NORTH
 AD8660'DRAINAGE DITCH, 50 FT (15.2 M) NORTH OF THE CENTERLINE OF THE SOUTH
 AD8660'DRAINAGE DITCH, 50.2 FT (15.3 M) NORTHEAST OF THE NORTH CORNER OF A
 AD8660'METAL WEIR EAST OF A DITCH CROSSING, 21.1 FT (6.4 M) NORTH OF A
 AD8660'WITNESS POST, AND 2.0 FT (0.6 M) WEST OF A SECOND WITNESS POST.
 AD8660'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8660'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW
 AD8660'GROURBED, AND THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AD8660
 AD8660                          STATION RECOVERY (1991)
 AD8660
 AD8660'RECOVERED 1991
 AD8660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8661 ***********************************************************************
 AD8661  DESIGNATION -  1 03 43 23
 AD8661  PID         -  AD8661
 AD8661  STATE/COUNTY-  FL/LEE
 AD8661  USGS QUAD   -  GILCHRIST (1987)
 AD8661
 AD8661                         *CURRENT SURVEY CONTROL
 AD8661  ___________________________________________________________________
 AD8661* NAD 83(1999)-  26 46 10.51410(N)    081 59 39.38869(W)     ADJUSTED  
 AD8661* NAVD 88     -         4.8    (meters)      16.     (feet)  GPS OBS   
 AD8661  ___________________________________________________________________
 AD8661  X           -     793,629.800 (meters)                     COMP
 AD8661  Y           -  -5,642,877.980 (meters)                     COMP
 AD8661  Z           -   2,855,436.175 (meters)                     COMP
 AD8661  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AD8661  ELLIP HEIGHT-         -19.20  (meters)          (07/06/01) GPS OBS
 AD8661  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AD8661
 AD8661  HORZ ORDER  -  FIRST
 AD8661  ELLP ORDER  -  FOURTH    CLASS II
 AD8661
 AD8661.The horizontal coordinates were established by GPS observations
 AD8661.and adjusted by the National Geodetic Survey in July 2001..
 AD8661
 AD8661.The orthometric height was determined by GPS observations and a
 AD8661.high-resolution geoid model.
 AD8661
 AD8661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8661
 AD8661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8661
 AD8661.The ellipsoidal height was determined by GPS observations
 AD8661.and is referenced to NAD 83.
 AD8661
 AD8661.The geoid height was determined by GEOID03.
 AD8661
 AD8661;                    North         East     Units Scale Factor Converg.
 AD8661;SPC FL W     -   269,875.439   200,569.390   MT  0.99994118   +0 00 09.3
 AD8661;SPC FL W     -   885,416.34    658,034.74   sFT  0.99994118   +0 00 09.3
 AD8661;UTM  17      - 2,961,301.661   401,149.627   MT  0.99972063   -0 26 52.3
 AD8661
 AD8661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8661!SPC FL W     -   1.00000302  x   0.99994118  =   0.99994420
 AD8661!UTM  17      -   1.00000302  x   0.99972063  =   0.99972365
 AD8661
 AD8661                          SUPERSEDED SURVEY CONTROL
 AD8661
 AD8661  NAD 83(1990)-  26 46 10.51246(N)    081 59 39.38789(W) AD(       ) 1
 AD8661  ELLIP H (11/12/93)  -19.15   (m)                       GP(       ) 4 1
 AD8661
 AD8661.Superseded values are not recommended for survey control.
 AD8661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8661.See file dsdata.txt to determine how the superseded data were derived.
 AD8661
 AD8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0115061302(NAD 83)
 AD8661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8661_SP_SET: CONCRETE POST
 AD8661_STAMPING: GPS 1-03 43 23 9082 1990
 AD8661_MARK LOGO: DENI  
 AD8661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8661+STABILITY: SURFACE MOTION
 AD8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8661+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 AD8661
 AD8661  HISTORY     - Date     Condition        Report By
 AD8661  HISTORY     - 1990     MONUMENTED       DENI
 AD8661  HISTORY     - 19910111 GOOD
 AD8661
 AD8661                          STATION DESCRIPTION
 AD8661
 AD8661'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8661'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 3, TWP 43S, RGE
 AD8661'23E, NEAR THE LEE/CHARLOTTE COUNTY LINE, 11.7 MI (18.8 KM) NORTHWEST
 AD8661'OF FORT MYERS, 11.9 MI (19.2 KM) SOUTH SOUTHEAST OF PUNTA GORDA.
 AD8661'--NOTE-- FOUR WHEEL DRIVE VEHICLE ADVISED.
 AD8661'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AD8661'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 9.0 MI (14.5 KM) ON
 AD8661'BURNT STORE ROAD TO THE LEE/CHARLOTTE COUNTY LINE, THEN CONTINUE
 AD8661'NORTH ON BURNT STORE ROAD 2.0 MI (3.2 KM) TO ZEMEL ROAD, THEN EAST
 AD8661'1.1 MI (1.8 KM) ON ZEMEL ROAD TO A TRAIL THROUGH THE WOODS LEADING
 AD8661'SOUTHERLY, THEN SOUTHEAST 1.5 MI (2.4 KM) ALONG TRAIL TO A FENCE
 AD8661'CORNER NEAR THE NORTHWEST CORNER OF SECTION 34, TWP 42S, RGE 23E,
 AD8661'THEN CONTINUE SOUTHERLY 1.05 MI (1.69 KM) ALONG TRAIL TO A -T- TRAIL
 AD8661'LEADING EAST, THEN EAST 0.5 MI (0.8 KM) ON TRAIL THROUGH WOODS TO A
 AD8661'CLEARING ON THE LEFT AND THE STATION.
 AD8661'STATION IS 130 FT (39.6 M) NORTH OF THE CENTERLINE OF THE TRAIL, 130.0
 AD8661'FT (39.6 M) WEST SOUTHWEST OF A DISTINCTLY CROOKED PINE TREE, 80.1 FT
 AD8661'(24.4 M) SOUTH OF A 9 INCH PINE TREE, 124.6 FT (38.0 M) NORTH OF A 7
 AD8661'INCH PINE TREE NEAR THE NORTH EDGE OF THE TRAIL, 55.7 FT (17.0 M)
 AD8661'EAST OF A WITNESS POST 6 INCHES NORTH OF A 5 INCH PINE TREE.
 AD8661'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8661'DISK SET IN TOP OF A 9 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8661'GOUND LEVEL.
 AD8661
 AD8661                          STATION RECOVERY (1991)
 AD8661
 AD8661'RECOVERED 1991
 AD8661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8662 ***********************************************************************
 AD8662  DESIGNATION -  1 05 44 26
 AD8662  PID         -  AD8662
 AD8662  STATE/COUNTY-  FL/LEE
 AD8662  USGS QUAD   -  OLGA (1987)
 AD8662
 AD8662                         *CURRENT SURVEY CONTROL
 AD8662  ___________________________________________________________________
 AD8662* NAD 83(1999)-  26 40 54.07039(N)    081 43 55.47925(W)     ADJUSTED  
 AD8662* NAVD 88     -         3.2    (meters)      10.     (feet)  GPS OBS   
 AD8662  ___________________________________________________________________
 AD8662  X           -     820,073.943 (meters)                     COMP
 AD8662  Y           -  -5,643,519.784 (meters)                     COMP
 AD8662  Z           -   2,846,736.402 (meters)                     COMP
 AD8662  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AD8662  ELLIP HEIGHT-         -21.18  (meters)          (07/06/01) GPS OBS
 AD8662  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AD8662
 AD8662  HORZ ORDER  -  FIRST
 AD8662  ELLP ORDER  -  FOURTH    CLASS II
 AD8662
 AD8662.The horizontal coordinates were established by GPS observations
 AD8662.and adjusted by the National Geodetic Survey in July 2001..
 AD8662
 AD8662.The orthometric height was determined by GPS observations and a
 AD8662.high-resolution geoid model.
 AD8662
 AD8662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8662
 AD8662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8662
 AD8662.The ellipsoidal height was determined by GPS observations
 AD8662.and is referenced to NAD 83.
 AD8662
 AD8662.The geoid height was determined by GEOID03.
 AD8662
 AD8662;                    North         East     Units Scale Factor Converg.
 AD8662;SPC FL W     -   260,164.629   226,665.567   MT  0.99994995   +0 07 13.1
 AD8662;SPC FL W     -   853,556.79    743,651.95   sFT  0.99994995   +0 07 13.1
 AD8662;UTM  17      - 2,951,388.814   427,162.205   MT  0.99966550   -0 19 43.5
 AD8662
 AD8662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8662!SPC FL W     -   1.00000333  x   0.99994995  =   0.99995328
 AD8662!UTM  17      -   1.00000333  x   0.99966550  =   0.99966883
 AD8662
 AD8662                          SUPERSEDED SURVEY CONTROL
 AD8662
 AD8662  NAD 83(1990)-  26 40 54.06839(N)    081 43 55.47853(W) AD(       ) 1
 AD8662  ELLIP H (11/12/93)  -21.12   (m)                       GP(       ) 4 1
 AD8662
 AD8662.Superseded values are not recommended for survey control.
 AD8662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8662.See file dsdata.txt to determine how the superseded data were derived.
 AD8662
 AD8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2716251389(NAD 83)
 AD8662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8662_SP_SET: CONCRETE POST
 AD8662_STAMPING: GPS 1 05 44 26 9088 1990
 AD8662_MARK LOGO: DENI  
 AD8662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8662+STABILITY: SURFACE MOTION
 AD8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8662+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1991
 AD8662
 AD8662  HISTORY     - Date     Condition        Report By
 AD8662  HISTORY     - 1990     MONUMENTED       DENI
 AD8662  HISTORY     - 19910106 GOOD
 AD8662  HISTORY     - 19971106 GOOD             USPSQD
 AD8662  HISTORY     - 20031031 GOOD             USPSQD
 AD8662
 AD8662                          STATION DESCRIPTION
 AD8662
 AD8662'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8662'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 5, TWP 44S, RGE
 AD8662'26E, 8.9 MI (14.3 KM) EAST NORTHEAST OF FORT MYERS, IN BUCKINGHAM,
 AD8662'4.1 MI (6.6 KM) EAST OF THE JUNCTION OF I-75 AND STATE ROUTE 80/PALM
 AD8662'BEACH BOULEVARD, EXIT 25.
 AD8662'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE 80/PALM
 AD8662'BEACH BOULEVARD, GO EAST NORTHEAST 2.7 MI (4.3 KM) ON STATE ROUTE 80
 AD8662'TO THE JUNCTION WITH STATE ROUTE 31, THEN CONTINUE EAST NORTHEAST 2.5
 AD8662'MI (4.0 KM) ON STATE ROUTE 80 TO BUCKINGHAM ROAD, THEN SOUTHERLY 2.15
 AD8662'MI (3.46 KM) ON BUCKINGHAM ROAD TO THE BUCKINGHAM PRESBYTERIAN CHURCH
 AD8662'AND THE STATION ON THE LEFT IN THE SOUTHEAST QUADRANT OF BUCKINGHAM
 AD8662'ROAD AND THE PAVED CHURCH DRIVEWAY.  STATION IS ALSO LOCATED 0.4 MI
 AD8662'(0.6 KM) NORTH OF THE JUNCTION OF ORANGE RIVER BOULEVARD AND
 AD8662'BUCKINGHAM ROAD.
 AD8662'STATION IS 31.6 FT (9.6 M) EAST OF THE CENTERLINE OF BUCKINGHAM ROAD,
 AD8662'24.2 FT (7.4 M) SOUTH OF THE CENTERLINE OF THE CHURCH DRIVEWAY, 54.2
 AD8662'FT (16.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH END OF A
 AD8662'CHURCH SIGN WALL, 136 FT (41.5 M) NORTH OF A BARBED WIRE FENCE, AND
 AD8662'5.1 FT (1.6 M) SOUTH OF A WITNESS POST.
 AD8662'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8662'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8662'GROUND LEVEL.
 AD8662
 AD8662                          STATION RECOVERY (1991)
 AD8662
 AD8662'RECOVERED 1991
 AD8662'RECOVERED IN GOOD CONDITION.
 AD8662
 AD8662                          STATION RECOVERY (1997)
 AD8662
 AD8662'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD8662'RECOVERED IN GOOD CONDITION.
 AD8662
 AD8662                          STATION RECOVERY (2003)
 AD8662
 AD8662'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD8662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8663 ***********************************************************************
 AD8663  DESIGNATION -  1 05 48 26
 AD8663  PID         -  AD8663
 AD8663  STATE/COUNTY-  FL/LEE
 AD8663  USGS QUAD   -  CORKSCREW SW (1987)
 AD8663
 AD8663                         *CURRENT SURVEY CONTROL
 AD8663  ___________________________________________________________________
 AD8663* NAD 83(1999)-  26 19 53.15985(N)    081 43 21.73093(W)     ADJUSTED  
 AD8663* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 AD8663  ___________________________________________________________________
 AD8663  X           -     823,490.771 (meters)                     COMP
 AD8663  Y           -  -5,660,525.161 (meters)                     COMP
 AD8663  Z           -   2,812,009.611 (meters)                     COMP
 AD8663  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AD8663  ELLIP HEIGHT-         -20.33  (meters)          (07/06/01) GPS OBS
 AD8663  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AD8663
 AD8663  HORZ ORDER  -  FIRST
 AD8663  ELLP ORDER  -  FOURTH    CLASS II
 AD8663
 AD8663.The horizontal coordinates were established by GPS observations
 AD8663.and adjusted by the National Geodetic Survey in July 2001..
 AD8663
 AD8663.The orthometric height was determined by GPS observations and a
 AD8663.high-resolution geoid model.
 AD8663
 AD8663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8663
 AD8663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8663
 AD8663.The ellipsoidal height was determined by GPS observations
 AD8663.and is referenced to NAD 83.
 AD8663
 AD8663.The geoid height was determined by GEOID03.
 AD8663
 AD8663;                    North         East     Units Scale Factor Converg.
 AD8663;SPC FL W     -   221,362.073   227,682.410   MT  0.99995063   +0 07 22.8
 AD8663;SPC FL W     -   726,252.07    746,988.04   sFT  0.99995063   +0 07 22.8
 AD8663;SPC FL E     -   221,534.198   127,851.940   MT  1.00000542   -0 19 14.1
 AD8663;SPC FL E     -   726,816.78    419,460.91   sFT  1.00000542   -0 19 14.1
 AD8663;UTM  17      - 2,912,590.593   427,876.557   MT  0.99966422   -0 19 14.1
 AD8663
 AD8663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8663!SPC FL W     -   1.00000319  x   0.99995063  =   0.99995382
 AD8663!SPC FL E     -   1.00000319  x   1.00000542  =   1.00000861
 AD8663!UTM  17      -   1.00000319  x   0.99966422  =   0.99966741
 AD8663
 AD8663                          SUPERSEDED SURVEY CONTROL
 AD8663
 AD8663  NAD 83(1990)-  26 19 53.15817(N)    081 43 21.73039(W) AD(       ) 1
 AD8663  ELLIP H (11/12/93)  -20.25   (m)                       GP(       ) 4 1
 AD8663
 AD8663.Superseded values are not recommended for survey control.
 AD8663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8663.See file dsdata.txt to determine how the superseded data were derived.
 AD8663
 AD8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2787712591(NAD 83)
 AD8663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8663_SP_SET: CONCRETE POST
 AD8663_STAMPING: 1-05 48 26 9050 1990
 AD8663_MARK LOGO: DENI  
 AD8663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8663+STABILITY: SURFACE MOTION
 AD8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8663+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8663
 AD8663  HISTORY     - Date     Condition        Report By
 AD8663  HISTORY     - 1990     MONUMENTED       DENI
 AD8663  HISTORY     - 19910109 GOOD
 AD8663
 AD8663                          STATION DESCRIPTION
 AD8663
 AD8663'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8663'STATION IS LOCATED NEAR NORTHEAST CORNER OF SEC. 5, TWP 48S, RGE 26E,
 AD8663'23.2 MI (37.3 KM) SOUTH SOUTHEAST OF FORT MYERS IN BONITA SPRINGS,
 AD8663'1.7 MI (2.7 KM) EAST OF THE JUNCTION OF I-75 AND BONITA BEACH
 AD8663'ROAD/COUNTY ROAD 865, EXIT 18, 1.0 MI (1.6 KM) NORTH OF THE
 AD8663'LEE/COLLIER COUNTY LINE, 4.0 MI (6.4 KM) WEST OF THE LEE/COLLIER
 AD8663'COUNTY LINE.
 AD8663'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8663'LANES), GO EAST 1.75 MI (2.82 KM) TO STATION, SOUTH OF ROAD, NORTH OF
 AD8663'A DRAINAGE DITCH AND BERM.
 AD8663'STATION IS 113.0 FT (34.4 M) SOUTH OF THE CENTERLINE OF BONITA BEACH
 AD8663'ROAD (2 LANES) FROM A POINT 88 FT (26.8 M) WEST OF THE END OF ROADWAY
 AD8663'PAVEMENT), APPROXIMATELY 88 FT (26.8 M) WEST OF THE CENTERLINE OF A
 AD8663'GRAVEL ROAD PROJECTED SOUTH, 72 FT (21.9 M) WEST OF THE CENTERLINE
 AD8663'PROJECTED NORTH OF A CONCRETE CULVERT PIPE THROUGH A BERM, 26.5 FT
 AD8663'(8.1 M) NORTH OF THE TOE OF A DITCH, 15.9 FT (4.8 M) NORTH OF A
 AD8663'WITNESS POST AT TOP OF BANK.
 AD8663'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8663'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AD8663'GROUND LEVEL.
 AD8663
 AD8663                          STATION RECOVERY (1991)
 AD8663
 AD8663'RECOVERED 1991
 AD8663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8664 ***********************************************************************
 AD8664  DESIGNATION -  1 09 46 27
 AD8664  PID         -  AD8664
 AD8664  STATE/COUNTY-  FL/LEE
 AD8664  USGS QUAD   -  CORKSCREW (1973)
 AD8664
 AD8664                         *CURRENT SURVEY CONTROL
 AD8664  ___________________________________________________________________
 AD8664* NAD 83(1999)-  26 29 42.27485(N)    081 36 58.16874(W)     ADJUSTED  
 AD8664* NAVD 88     -         8.9    (meters)      29.     (feet)  GPS OBS   
 AD8664  ___________________________________________________________________
 AD8664  X           -     832,840.116 (meters)                     COMP
 AD8664  Y           -  -5,651,009.213 (meters)                     COMP
 AD8664  Z           -   2,828,249.744 (meters)                     COMP
 AD8664  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AD8664  ELLIP HEIGHT-         -15.51  (meters)          (07/06/01) GPS OBS
 AD8664  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AD8664
 AD8664  HORZ ORDER  -  FIRST
 AD8664  ELLP ORDER  -  FOURTH    CLASS II
 AD8664
 AD8664.The horizontal coordinates were established by GPS observations
 AD8664.and adjusted by the National Geodetic Survey in July 2001..
 AD8664
 AD8664.The orthometric height was determined by GPS observations and a
 AD8664.high-resolution geoid model.
 AD8664
 AD8664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8664
 AD8664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8664
 AD8664.The ellipsoidal height was determined by GPS observations
 AD8664.and is referenced to NAD 83.
 AD8664
 AD8664.The geoid height was determined by GEOID03.
 AD8664
 AD8664;                    North         East     Units Scale Factor Converg.
 AD8664;SPC FL W     -   239,519.203   238,264.799   MT  0.99995925   +0 10 16.5
 AD8664;SPC FL W     -   785,822.59    781,707.09   sFT  0.99995925   +0 10 16.5
 AD8664;SPC FL E     -   239,609.369   138,575.431   MT  0.99998774   -0 16 29.6
 AD8664;SPC FL E     -   786,118.40    454,642.89   sFT  0.99998774   -0 16 29.6
 AD8664;UTM  17      - 2,930,659.597   438,596.389   MT  0.99964655   -0 16 29.6
 AD8664
 AD8664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8664!SPC FL W     -   1.00000244  x   0.99995925  =   0.99996169
 AD8664!SPC FL E     -   1.00000244  x   0.99998774  =   0.99999018
 AD8664!UTM  17      -   1.00000244  x   0.99964655  =   0.99964899
 AD8664
 AD8664                          SUPERSEDED SURVEY CONTROL
 AD8664
 AD8664  NAD 83(1990)-  26 29 42.27310(N)    081 36 58.16744(W) AD(       ) 1
 AD8664  ELLIP H (11/12/93)  -15.47   (m)                       GP(       ) 4 1
 AD8664
 AD8664.Superseded values are not recommended for survey control.
 AD8664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8664.See file dsdata.txt to determine how the superseded data were derived.
 AD8664
 AD8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3859630660(NAD 83)
 AD8664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8664_SP_SET: CONCRETE POST
 AD8664_STAMPING: GPS 1-09 46 27 9073 1990
 AD8664_MARK LOGO: DENI  
 AD8664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8664+STABILITY: SURFACE MOTION
 AD8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8664+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1991
 AD8664
 AD8664  HISTORY     - Date     Condition        Report By
 AD8664  HISTORY     - 1990     MONUMENTED       DENI
 AD8664  HISTORY     - 19910105 GOOD
 AD8664
 AD8664                          STATION DESCRIPTION
 AD8664
 AD8664'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8664'STATION IS LOCATED IN SECTION 9, TWP 46S, RGE 27E, 18.6 MI (29.9 KM)
 AD8664'SOUTHEAST OF FORT MYERS, SOUTH OF LEHIGH ACRES, 3.3 MI (5.3 KM) WEST
 AD8664'OF THE LEE/COLLIER COUNTY LINE.
 AD8664'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE
 AD8664'82/IMMOKALEE ROAD, GO SOUTH SOUTHEAST 11.9 MI (19.2 KM) ON STATE
 AD8664'ROUTE 82 TO A GRAVEL ROAD LEADING SOUTH AND THE ENTRANCE TO TROYER
 AD8664'BROTHERS OF FLORIDA, INC., BEING ALSO 0.7 MI (1.1 KM) WEST NORTHWEST
 AD8664'ALONG STATE ROUTE 82 FROM THE JUNCTION WITH BELL BOULEVARD, THEN
 AD8664'SOUTH 2.4 MI (3.9 KM) ALONG GRAVEL ROAD TO A FORK IN THE ROAD AND THE
 AD8664'STATION ON THE LEFT IN THE TOP OF A LOW BERM.
 AD8664'STATION IS 24.0 FT (7.3 M) EAST OF THE CENTERLINE OF A DIRT ROAD, 15.0
 AD8664'FT (4.6 M) WEST OF A WIRE FENCE LINE, 18.0 FT (5.5 M) NORTH OF A 4
 AD8664'INCH PINE TREE, 55.2 FT (16.8 M) SOUTH OF A METAL FUEL TANK, AND 2.0
 AD8664'FT (0.6 M) WEST OF A WITNESS POST.
 AD8664'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8664'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8664'GROUND LEVEL.
 AD8664
 AD8664                          STATION RECOVERY (1991)
 AD8664
 AD8664'RECOVERED 1991
 AD8664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2562 ***********************************************************************
 AD2562  DESIGNATION -  1 11.74
 AD2562  PID         -  AD2562
 AD2562  STATE/COUNTY-  FL/BROWARD
 AD2562  USGS QUAD   -  FORT LAUDERDALE NORTH (1995)
 AD2562
 AD2562                         *CURRENT SURVEY CONTROL
 AD2562  ___________________________________________________________________
 AD2562* NAD 83(1986)-  26 12 21.     (N)    080 07 56.     (W)     SCALED    
 AD2562* NAVD 88     -         3.108  (meters)      10.20   (feet)  ADJUSTED  
 AD2562  ___________________________________________________________________
 AD2562  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD2562  DYNAMIC HT  -           3.103 (meters)      10.18  (feet)  COMP
 AD2562  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 AD2562
 AD2562  VERT ORDER  -  FIRST     CLASS I
 AD2562
 AD2562.The horizontal coordinates were scaled from a topographic map and have
 AD2562.an estimated accuracy of +/- 6 seconds.
 AD2562
 AD2562.The orthometric height was determined by differential leveling
 AD2562.and adjusted by the National Geodetic Survey in June 1991..
 AD2562
 AD2562.The geoid height was determined by GEOID03.
 AD2562
 AD2562.The dynamic height is computed by dividing the NAVD 88
 AD2562.geopotential number by the normal gravity value computed on the
 AD2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2562.degrees latitude (g = 980.6199 gals.).
 AD2562
 AD2562.The modeled gravity was interpolated from observed gravity values.
 AD2562
 AD2562;                    North         East    Units  Estimated Accuracy
 AD2562;SPC FL E     -   207,710.      286,730.      MT  (+/- 180 meters Scaled)
 AD2562
 AD2562                          SUPERSEDED SURVEY CONTROL
 AD2562
 AD2562  NGVD 29 (09/01/92)    3.590  (m)           11.78   (f) ADJUSTED    1 1
 AD2562
 AD2562.Superseded values are not recommended for survey control.
 AD2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2562.See file dsdata.txt to determine how the superseded data were derived.
 AD2562
 AD2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866987(NAD 83)
 AD2562_MARKER: DD = SURVEY DISK
 AD2562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2562_SP_SET: GUARDRAIL
 AD2562_STAMPING: 1 11.74
 AD2562_MARK LOGO: FLDT  
 AD2562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2562+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 AD2562
 AD2562  HISTORY     - Date     Condition        Report By
 AD2562  HISTORY     - UNK      MONUMENTED       FLHD
 AD2562  HISTORY     - 1965     GOOD             NGS
 AD2562  HISTORY     - 1973     GOOD             NGS
 AD2562  HISTORY     - 1989     GOOD             USPSQD
 AD2562  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2562  HISTORY     - 19911231 GOOD             NGS
 AD2562  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AD2562
 AD2562                          STATION DESCRIPTION
 AD2562
 AD2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2562'1.8 MI S FROM POMPANO BEACH.
 AD2562'ABOUT 1.85 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2562'THE CROSSING OF ATLANTIC BLVD. AT POMPANO BEACH, IN SECTION 11,
 AD2562'R 42 E, T 49 S, SET ON THE TOP OF THE EAST BANNISTER OF A BRIDGE
 AD2562'OVER CYPRESS CREEK FOR OLD DIXIE HIGHWAY, 55 FEET WEST OF THE
 AD2562'WEST RAIL OF THE SOUTHBOUND TRACK, 7.8 FEET NORTH OF THE SOUTH
 AD2562'END OF THE BANNISTER, 5.2 FEET EAST OF THE EAST CURB OF THE
 AD2562'HIGHWAY AND 2.7 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 AD2562
 AD2562                          STATION RECOVERY (1973)
 AD2562
 AD2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2562'RECOVERED IN GOOD CONDITION.
 AD2562
 AD2562                          STATION RECOVERY (1989)
 AD2562
 AD2562'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2562'RECOVERED IN GOOD CONDITION.
 AD2562
 AD2562                          STATION RECOVERY (1990)
 AD2562
 AD2562'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2562'MARK NOT FOUND.
 AD2562
 AD2562                          STATION RECOVERY (1991)
 AD2562
 AD2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2562'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 811 (DIXIE HIGHWAY)
 AD2562'FROM THE INTERSECTION OF STATE HIGHWAY 870 (EAST COMMERCIAL
 AD2562'BOULEVARD) IN OAKLAND PARK, IN TOP OF AND 2.3 M (7.5 FT) NORTH OF THE
 AD2562'SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE HIGHWAY BRIDGE
 AD2562'SPANNING CYPRESS CREEK CANAL, 5.9 M (19.4 FT) EAST OF THE HIGHWAY
 AD2562'CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD2562
 AD2562                          STATION RECOVERY (2005)
 AD2562
 AD2562'RECOVERY NOTE BY US POWER SQUADRON 2005 (EP)
 AD2562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8665 ***********************************************************************
 AD8665  DESIGNATION -  1 12 47 26
 AD8665  PID         -  AD8665
 AD8665  STATE/COUNTY-  FL/LEE
 AD8665  USGS QUAD   -  CORKSCREW NW (1987)
 AD8665
 AD8665                         *CURRENT SURVEY CONTROL
 AD8665  ___________________________________________________________________
 AD8665* NAD 83(1999)-  26 24 16.42876(N)    081 39 33.53618(W)     ADJUSTED  
 AD8665* NAVD 88     -         5.6    (meters)      18.     (feet)  GPS OBS   
 AD8665  ___________________________________________________________________
 AD8665  X           -     829,230.842 (meters)                     COMP
 AD8665  Y           -  -5,656,051.725 (meters)                     COMP
 AD8665  Z           -   2,819,269.759 (meters)                     COMP
 AD8665  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AD8665  ELLIP HEIGHT-         -18.59  (meters)          (07/06/01) GPS OBS
 AD8665  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AD8665
 AD8665  HORZ ORDER  -  FIRST
 AD8665  ELLP ORDER  -  FOURTH    CLASS II
 AD8665
 AD8665.The horizontal coordinates were established by GPS observations
 AD8665.and adjusted by the National Geodetic Survey in July 2001..
 AD8665
 AD8665.The orthometric height was determined by GPS observations and a
 AD8665.high-resolution geoid model.
 AD8665
 AD8665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8665
 AD8665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8665
 AD8665.The ellipsoidal height was determined by GPS observations
 AD8665.and is referenced to NAD 83.
 AD8665
 AD8665.The geoid height was determined by GEOID03.
 AD8665
 AD8665;                    North         East     Units Scale Factor Converg.
 AD8665;SPC FL W     -   229,479.190   233,988.988   MT  0.99995543   +0 09 05.4
 AD8665;SPC FL W     -   752,882.98    767,678.87   sFT  0.99995543   +0 09 05.4
 AD8665;UTM  17      - 2,920,656.204   434,243.994   MT  0.99965338   -0 17 35.6
 AD8665
 AD8665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8665!SPC FL W     -   1.00000292  x   0.99995543  =   0.99995835
 AD8665!UTM  17      -   1.00000292  x   0.99965338  =   0.99965630
 AD8665
 AD8665                          SUPERSEDED SURVEY CONTROL
 AD8665
 AD8665  NAD 83(1990)-  26 24 16.42705(N)    081 39 33.53522(W) AD(       ) 1
 AD8665  ELLIP H (11/12/93)  -18.53   (m)                       GP(       ) 4 1
 AD8665
 AD8665.Superseded values are not recommended for survey control.
 AD8665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8665.See file dsdata.txt to determine how the superseded data were derived.
 AD8665
 AD8665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3424420656(NAD 83)
 AD8665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8665_SP_SET: CONCRETE POST
 AD8665_STAMPING: GPS 1-12 47 26 9068 1990
 AD8665_MARK LOGO: DENI  
 AD8665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8665+STABILITY: SURFACE MOTION
 AD8665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8665+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8665
 AD8665  HISTORY     - Date     Condition        Report By
 AD8665  HISTORY     - 1990     MONUMENTED       DENI
 AD8665  HISTORY     - 19910108 GOOD
 AD8665
 AD8665                          STATION DESCRIPTION
 AD8665
 AD8665'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8665'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.12, TWP 47S, RGE
 AD8665'26E, 20.8 MI (33.5 KM) SOUTHEAST OF FORT MYERS NEAR THE LEE/COLLIER
 AD8665'COUNTY LINE, 7.6 MI (12.2 KM) EAST SOUTHEAST OF THE JUNCTION OF I-75
 AD8665'AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8665'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD, GO EAST
 AD8665'4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH ALICO ROAD,
 AD8665'THEN CONTINUE EAST 2.75 MI (4.43 KM) ON CORKSCREW ROAD TO SIX L
 AD8665'FARM ROAD, THEN SOUTH 2.0 MI (3.2 KM) ON SIX L FARM ROAD TO A JOG
 AD8665'IN THE ROAD TO THE WEST, THEN WEST THROUGH SHORT JOG TO A DIRT FARM
 AD8665'ROAD LEADING SOUTH, THEN SOUTHERLY 1.2 MI (1.9 KM) ALONG DIRT FARM
 AD8665'ROAD TO STATION ON THE LEFT.
 AD8665'STATION IS 40.5 FT (12.3 M) SOUTHEAST OF THE CENTERLINE OF AN 8 FT
 AD8665'(2.4 M) WIDE DIRT FARM ROAD, 61.2 FT (18.7 M) EAST OF THE NORTHWEST
 AD8665'CORNER OF A DRAINAGE CONTROL STRUCTURE, 2.0 FT (0.6 M) NORTH OF THE
 AD8665'CENTERLINE OF AN EAST-WEST DITCH PROJECTED, 28.5 FT (8.7 M) EAST OF
 AD8665'THE CENTERLINE OF A NORTH-SOUTH DITCH PROJECTED, 3.0 FT (0.9 M) WEST
 AD8665'OF A WITNESS POST AT THE WEST TOP OF BANK OF A CANAL.
 AD8665'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8665'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8665'GROUND LEVEL.
 AD8665
 AD8665                          STATION RECOVERY (1991)
 AD8665
 AD8665'RECOVERED 1991
 AD8665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8666 ***********************************************************************
 AD8666  DESIGNATION -  1 13 44 23
 AD8666  PID         -  AD8666
 AD8666  STATE/COUNTY-  FL/LEE
 AD8666  USGS QUAD   -  FORT MYERS NW (1987)
 AD8666
 AD8666                         *CURRENT SURVEY CONTROL
 AD8666  ___________________________________________________________________
 AD8666* NAD 83(1999)-  26 39 06.99283(N)    081 57 29.09739(W)     ADJUSTED  
 AD8666* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 AD8666  ___________________________________________________________________
 AD8666  X           -     798,013.728 (meters)                     COMP
 AD8666  Y           -  -5,648,176.853 (meters)                     COMP
 AD8666  Z           -   2,843,792.244 (meters)                     COMP
 AD8666  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AD8666  ELLIP HEIGHT-         -19.29  (meters)          (07/06/01) GPS OBS
 AD8666  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AD8666
 AD8666  HORZ ORDER  -  FIRST
 AD8666  ELLP ORDER  -  FOURTH    CLASS II
 AD8666
 AD8666.The horizontal coordinates were established by GPS observations
 AD8666.and adjusted by the National Geodetic Survey in July 2001..
 AD8666
 AD8666.The orthometric height was determined by GPS observations and a
 AD8666.high-resolution geoid model.
 AD8666
 AD8666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8666
 AD8666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8666
 AD8666.The ellipsoidal height was determined by GPS observations
 AD8666.and is referenced to NAD 83.
 AD8666
 AD8666.The geoid height was determined by GEOID03.
 AD8666
 AD8666;                    North         East     Units Scale Factor Converg.
 AD8666;SPC FL W     -   256,841.953   204,172.993   MT  0.99994139   +0 01 07.7
 AD8666;SPC FL W     -   842,655.64    669,857.56   sFT  0.99994139   +0 01 07.7
 AD8666;UTM  17      - 2,948,243.241   404,650.076   MT  0.99971224   -0 25 47.3
 AD8666
 AD8666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8666!SPC FL W     -   1.00000303  x   0.99994139  =   0.99994442
 AD8666!UTM  17      -   1.00000303  x   0.99971224  =   0.99971527
 AD8666
 AD8666                          SUPERSEDED SURVEY CONTROL
 AD8666
 AD8666  NAD 83(1990)-  26 39 06.99106(N)    081 57 29.09659(W) AD(       ) 1
 AD8666  ELLIP H (11/12/93)  -19.22   (m)                       GP(       ) 4 1
 AD8666
 AD8666.Superseded values are not recommended for survey control.
 AD8666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8666.See file dsdata.txt to determine how the superseded data were derived.
 AD8666
 AD8666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0465048243(NAD 83)
 AD8666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8666_SP_SET: CONCRETE POST
 AD8666_STAMPING: GPS 1-13 44 23 9064 1990
 AD8666_MARK LOGO: DENI  
 AD8666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8666+STABILITY: SURFACE MOTION
 AD8666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8666+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AD8666
 AD8666  HISTORY     - Date     Condition        Report By
 AD8666  HISTORY     - 1990     MONUMENTED       DENI
 AD8666  HISTORY     - 19980312 GOOD             USPSQD
 AD8666
 AD8666                          STATION DESCRIPTION
 AD8666
 AD8666'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8666'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC.13, TWP 44S, RGE
 AD8666'23 E, IN CAPE CORAL, 5.5 MI (8.9 KM) WEST OF FORT MYERS.
 AD8666'TO REACH STATION FROM THE JUNCTION OF CLEVELAND AVENUE/U.S.HIGHWAY 41
 AD8666'AND PINE ISLAND ROAD/STATE ROUTE 78, GO WESTERLY 2.7 MI (4.3 KM) TO
 AD8666'THE INTERSECTION WITH DEL PRADO BOULEVARD, THEN CONTINUE
 AD8666'SOUTHWESTERLY 1.35 MI (2.17 KM) ON PINE ISLAND ROAD TO CULTURAL PARK
 AD8666'BOULEVARD, THEN SOUTHERLY 0.45 MI (0.72 KM) ON CULTURAL PARK
 AD8666'BOULEVARD TO HANCOCK BRIDGE PARKWAY AND THE STATION ON THE LEFT NEAR
 AD8666'THE NORTHWEST CORNER OF A CONCRETE BRIDGE.
 AD8666'STATION IS 19.0 FT (5.8 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AD8666'LANE OF HANCOCK BRIDGE PARKWAY, 168.5 FT (51.4 M) EAST OF THE
 AD8666'CENTERLINE OF THE NORTHBOUND LANE OF CULTURAL PARK BOULEVARD, 10.0 FT
 AD8666'(3.0 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE RAIL,
 AD8666'9.5 FT (2.9 M) WEST OF A WITNESS POST.
 AD8666'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8666'DISK SET IN TOP OF A 9 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8666'GROUND LEVEL.
 AD8666
 AD8666                          STATION RECOVERY (1998)
 AD8666
 AD8666'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5230 ***********************************************************************
 AG5230  DESIGNATION -  1 15.38 FLHD
 AG5230  PID         -  AG5230
 AG5230  STATE/COUNTY-  FL/PINELLAS
 AG5230  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG5230
 AG5230                         *CURRENT SURVEY CONTROL
 AG5230  ___________________________________________________________________
 AG5230* NAD 83(1986)-  27 41 40.     (N)    082 40 43.     (W)     SCALED    
 AG5230* NAVD 88     -         4.168  (meters)      13.67   (feet)  ADJUSTED  
 AG5230  ___________________________________________________________________
 AG5230  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG5230  DYNAMIC HT  -           4.162 (meters)      13.65  (feet)  COMP
 AG5230  MODELED GRAV-     979,166.8   (mgal)                       NAVD 88
 AG5230
 AG5230  VERT ORDER  -  FIRST     CLASS II
 AG5230
 AG5230.The horizontal coordinates were scaled from a topographic map and have
 AG5230.an estimated accuracy of +/- 6 seconds.
 AG5230
 AG5230.The orthometric height was determined by differential leveling
 AG5230.and adjusted by the National Geodetic Survey in June 1991..
 AG5230
 AG5230.The geoid height was determined by GEOID03.
 AG5230
 AG5230.The dynamic height is computed by dividing the NAVD 88
 AG5230.geopotential number by the normal gravity value computed on the
 AG5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5230.degrees latitude (g = 980.6199 gals.).
 AG5230
 AG5230.The modeled gravity was interpolated from observed gravity values.
 AG5230
 AG5230;                    North         East    Units  Estimated Accuracy
 AG5230;SPC FL W     -   372,530.      133,070.      MT  (+/- 180 meters Scaled)
 AG5230
 AG5230                          SUPERSEDED SURVEY CONTROL
 AG5230
 AG5230  NGVD 29 (??/??/92)    4.455  (m)           14.62   (f) ADJ UNCH    1 2
 AG5230
 AG5230.Superseded values are not recommended for survey control.
 AG5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5230.See file dsdata.txt to determine how the superseded data were derived.
 AG5230
 AG5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344644(NAD 83)
 AG5230_MARKER: DD = SURVEY DISK
 AG5230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5230_SP_SET: BRIDGE ABUTMENT
 AG5230_STAMPING: 1 15.38
 AG5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5230
 AG5230  HISTORY     - Date     Condition        Report By
 AG5230  HISTORY     - UNK      MONUMENTED       FLHD
 AG5230  HISTORY     - 1972     GOOD             NGS
 AG5230  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG5230
 AG5230                          STATION DESCRIPTION
 AG5230
 AG5230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5230'7.8 MI S FROM ST PETERSBURG.
 AG5230'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5230'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5230'THENCE 5.35 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5230'SUNSHINE SKYWAY), 0.4 MILE SOUTH OF THE NORTH TOLL PLAZA ON THE
 AG5230'SUNSHINE SKYWAY, AT THE NORTHWEST CORNER OF THE MORE EASTERLY OF
 AG5230'TWO CONCRETE HIGHWAY DRAW BRIDGES OVER THE INTRACOASTAL WATERWAY,
 AG5230'SET IN THE TOP OF THE WEST-SOUTHWEST END OF THE NORTH-NORTHWEST
 AG5230'CONCRETE ABUTMENT OF THE BRIDGE, 21 FEET WEST-SOUTHWEST OF THE
 AG5230'CENTER LINE OF THE TWO EAST-NORTHEAST TRAFFIC LANES OF THE HIGHWAY,
 AG5230'2.4 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST CONCRETE GUARDRAIL
 AG5230'ON THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
 AG5230
 AG5230                          STATION RECOVERY (2001)
 AG5230
 AG5230'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG5230'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG5230'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG5230'ELEVATION AND REGRADED ON EACH SIDE OF I-275. IN SPITE OF DILIGENT
 AG5230'SEARCH AND PROBING, NO SIGN OF THIS MARK WAS FOUND. RECOMMEND THE MARK
 AG5230'BE CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2815 ***********************************************************************
 AD2815  DESIGNATION -  1 15.55
 AD2815  PID         -  AD2815
 AD2815  STATE/COUNTY-  FL/PALM BEACH
 AD2815  USGS QUAD   -  PALM BEACH (1983)
 AD2815
 AD2815                         *CURRENT SURVEY CONTROL
 AD2815  ___________________________________________________________________
 AD2815* NAD 83(1986)-  26 41 28.     (N)    080 04 14.     (W)     SCALED    
 AD2815* NAVD 88     -         4.272  (meters)      14.02   (feet)  ADJUSTED  
 AD2815  ___________________________________________________________________
 AD2815  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AD2815  DYNAMIC HT  -           4.265 (meters)      13.99  (feet)  COMP
 AD2815  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 AD2815
 AD2815  VERT ORDER  -  FIRST     CLASS I
 AD2815
 AD2815.The horizontal coordinates were scaled from a topographic map and have
 AD2815.an estimated accuracy of +/- 6 seconds.
 AD2815
 AD2815.The orthometric height was determined by differential leveling
 AD2815.and adjusted by the National Geodetic Survey in June 1991..
 AD2815
 AD2815.The geoid height was determined by GEOID03.
 AD2815
 AD2815.The dynamic height is computed by dividing the NAVD 88
 AD2815.geopotential number by the normal gravity value computed on the
 AD2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2815.degrees latitude (g = 980.6199 gals.).
 AD2815
 AD2815.The modeled gravity was interpolated from observed gravity values.
 AD2815
 AD2815;                    North         East    Units  Estimated Accuracy
 AD2815;SPC FL E     -   261,520.      292,500.      MT  (+/- 180 meters Scaled)
 AD2815
 AD2815                          SUPERSEDED SURVEY CONTROL
 AD2815
 AD2815  NGVD 29 (??/??/92)    4.737  (m)           15.54   (f) ADJ UNCH    1 1
 AD2815
 AD2815.Superseded values are not recommended for survey control.
 AD2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2815.See file dsdata.txt to determine how the superseded data were derived.
 AD2815
 AD2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK924525(NAD 83)
 AD2815_MARKER: DD = SURVEY DISK
 AD2815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2815_SP_SET: GUARDRAIL BASE
 AD2815_STAMPING: 1 15.55
 AD2815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2815+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 AD2815
 AD2815  HISTORY     - Date     Condition        Report By
 AD2815  HISTORY     - UNK      MONUMENTED       FLDT
 AD2815  HISTORY     - 1973     GOOD             NGS
 AD2815  HISTORY     - 1973     MARK NOT FOUND   NGS
 AD2815  HISTORY     - 20011110 GOOD             USPSQD
 AD2815  HISTORY     - 20030408 GOOD             USPSQD
 AD2815  HISTORY     - 20040408 GOOD             USPSQD
 AD2815  HISTORY     - 20050408 GOOD             USPSQD
 AD2815  HISTORY     - 20060425 GOOD             USPSQD
 AD2815
 AD2815                          STATION DESCRIPTION
 AD2815
 AD2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD2815'AT WEST PALM BEACH.
 AD2815'AT WEST PALM BEACH, ABOUT 1.95 MILES SOUTH ALONG THE FLORIDA
 AD2815'EAST COAST RAILWAY FROM THE PASSENGER STATION, THENCE 0.9 MILE
 AD2815'WEST ALONG BELVEDERE ROAD, NEAR THE JUNCTION OF MERCER AVENUE,
 AD2815'SET IN THE TOP OF AND AT THE SOUTHWEST END OF THE SOUTHEAST
 AD2815'GUARD RAIL BASE OF A 90 FOOT BRIDGE ON MERCER AVENUE OVER A
 AD2815'DITCH, 112 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION, 350
 AD2815'FEET NORTHEAST OF AND ACROSS BELVEDERE ROAD FROM BENCH MARK Y 96,
 AD2815'15.0 FEET SOUTHEAST OF THE CENTER LINE OF MERCER AVENUE AND
 AD2815'1/2 FOOT ABOVE THE LEVEL OF THE AVENUE.  NOTE-- AREA IS UNDER
 AD2815'CONSTRUCTION AND MARK IS BELIEVED TO BE COVERED WITH FILL AT
 AD2815'THIS TIME.
 AD2815
 AD2815                          STATION RECOVERY (1973)
 AD2815
 AD2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2815'MARK NOT FOUND.
 AD2815
 AD2815                          STATION RECOVERY (2001)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2003)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2004)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2005)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2006)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5899 ***********************************************************************
 AD5899  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5899  DESIGNATION -  1 16.925 FLHD
 AD5899  PID         -  AD5899
 AD5899  STATE/COUNTY-  FL/BROWARD
 AD5899  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5899
 AD5899                         *CURRENT SURVEY CONTROL
 AD5899  ___________________________________________________________________
 AD5899* NAD 83(1986)-  26 02 01.     (N)    080 07 23.     (W)     SCALED    
 AD5899* NAVD 88     -         4.625  (meters)      15.17   (feet)  ADJUSTED  
 AD5899  ___________________________________________________________________
 AD5899  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AD5899  DYNAMIC HT  -           4.618 (meters)      15.15  (feet)  COMP
 AD5899  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5899
 AD5899  VERT ORDER  -  SECOND    CLASS I
 AD5899
 AD5899.The horizontal coordinates were scaled from a topographic map and have
 AD5899.an estimated accuracy of +/- 6 seconds.
 AD5899
 AD5899.The orthometric height was determined by differential leveling
 AD5899.and adjusted by the National Geodetic Survey in June 1991..
 AD5899
 AD5899.This Tidal Bench Mark is designated as VM 5739
 AD5899.by the Center for Operational Oceanographic Products and Services.
 AD5899
 AD5899.The geoid height was determined by GEOID03.
 AD5899
 AD5899.The dynamic height is computed by dividing the NAVD 88
 AD5899.geopotential number by the normal gravity value computed on the
 AD5899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5899.degrees latitude (g = 980.6199 gals.).
 AD5899
 AD5899.The modeled gravity was interpolated from observed gravity values.
 AD5899
 AD5899;                    North         East    Units  Estimated Accuracy
 AD5899;SPC FL E     -   188,630.      287,770.      MT  (+/- 180 meters Scaled)
 AD5899
 AD5899                          SUPERSEDED SURVEY CONTROL
 AD5899
 AD5899  NGVD 29 (09/01/92)    5.106  (m)           16.75   (f) ADJUSTED    2 1
 AD5899
 AD5899.Superseded values are not recommended for survey control.
 AD5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5899.See file dsdata.txt to determine how the superseded data were derived.
 AD5899
 AD5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877797(NAD 83)
 AD5899_MARKER: DB = BENCH MARK DISK
 AD5899_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5899_SP_SET: CONCRETE BRIDGE CURBING
 AD5899_STAMPING: 1 16.925
 AD5899_MARK LOGO: FLHD  
 AD5899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5899
 AD5899  HISTORY     - Date     Condition        Report By
 AD5899  HISTORY     - UNK      MONUMENTED       FLHD
 AD5899  HISTORY     - 1981     GOOD             FLDNR
 AD5899
 AD5899                          STATION DESCRIPTION
 AD5899
 AD5899'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5899'0.5 MI WEST FROM HOLLYWOOD.
 AD5899'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5899'HOLLYWOOD, GO 0.5 MILE WEST ON HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5899'LAKE AND THE MARK.  THE MARK IS SET AT THE SOUTHWEST END OF THE
 AD5899'BRIDGE, 27 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 0.5 FOOT EAST
 AD5899'OF THE WEST END OF THE BRIDGE, AND RECOVERED AS DESCRIBED IN NOS
 AD5899'TIDAL DATA, QUAD 260802.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1046 ***********************************************************************
 AK1046  DESIGNATION -  1 21 10
 AK1046  PID         -  AK1046
 AK1046  STATE/COUNTY-  FL/BREVARD
 AK1046  USGS QUAD   -  ORSINO (1976)
 AK1046
 AK1046                         *CURRENT SURVEY CONTROL
 AK1046  ___________________________________________________________________
 AK1046* NAD 83(1986)-  28 32 32.     (N)    080 38 34.     (W)     SCALED    
 AK1046* NAVD 88     -         8.222  (meters)      26.98   (feet)  ADJUSTED  
 AK1046  ___________________________________________________________________
 AK1046  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK1046  DYNAMIC HT  -           8.210 (meters)      26.94  (feet)  COMP
 AK1046  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 AK1046
 AK1046  VERT ORDER  -  FIRST     CLASS II
 AK1046
 AK1046.The horizontal coordinates were scaled from a topographic map and have
 AK1046.an estimated accuracy of +/- 6 seconds.
 AK1046
 AK1046.The orthometric height was determined by differential leveling
 AK1046.and adjusted by the National Geodetic Survey in June 1991..
 AK1046
 AK1046.The geoid height was determined by GEOID03.
 AK1046
 AK1046.The dynamic height is computed by dividing the NAVD 88
 AK1046.geopotential number by the normal gravity value computed on the
 AK1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1046.degrees latitude (g = 980.6199 gals.).
 AK1046
 AK1046.The modeled gravity was interpolated from observed gravity values.
 AK1046
 AK1046;                    North         East    Units  Estimated Accuracy
 AK1046;SPC FL E     -   466,350.      234,960.      MT  (+/- 180 meters Scaled)
 AK1046
 AK1046                          SUPERSEDED SURVEY CONTROL
 AK1046
 AK1046  NGVD 29 (??/??/92)    8.61   (m)           28.2    (f) COMPUTED    1 2
 AK1046
 AK1046.Superseded values are not recommended for survey control.
 AK1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1046.See file dsdata.txt to determine how the superseded data were derived.
 AK1046
 AK1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM349573(NAD 83)
 AK1046_MARKER: DD = SURVEY DISK
 AK1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1046_SP_SET: CONCRETE PAD
 AK1046_STAMPING: 1-21-10
 AK1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1046
 AK1046  HISTORY     - Date     Condition        Report By
 AK1046  HISTORY     - UNK      MONUMENTED       DOD
 AK1046  HISTORY     - 1965     GOOD             NGS
 AK1046
 AK1046                          STATION DESCRIPTION
 AK1046
 AK1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK1046'AT MERRITT ISLAND.
 AK1046'LOCATED ON THE ROOF AND NORTH SIDE OF THE CIF ANTENNA CONTROL
 AK1046'BUILDING NO L 7 1557.  A SMOOTH BRASS DISK, CEMENTED IN THE
 AK1046'APPROXIMATE CENTER OF A 6 X 6 FOOT CONCRETE ANTENNA PAD THAT
 AK1046'PROJECTS ABOUT 5 INCHES ABOVE THE ROOF SURFACE.  TO REACH FROM
 AK1046'THE JUNCTION OF THE NASA CAUSEWAY AND C AVE S.E., GO NORTHEASTERLY
 AK1046'FOR 1.3 MILES TO THE CIF ANTENNA CONTROL BUILDING AND THE MARK
 AK1046'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1047 ***********************************************************************
 AK1047  DESIGNATION -  1 21 11
 AK1047  PID         -  AK1047
 AK1047  STATE/COUNTY-  FL/BREVARD
 AK1047  USGS QUAD   -  ORSINO (1976)
 AK1047
 AK1047                         *CURRENT SURVEY CONTROL
 AK1047  ___________________________________________________________________
 AK1047* NAD 83(1986)-  28 32 31.     (N)    080 38 34.     (W)     SCALED    
 AK1047* NAVD 88     -         8.442  (meters)      27.70   (feet)  ADJUSTED  
 AK1047  ___________________________________________________________________
 AK1047  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK1047  DYNAMIC HT  -           8.430 (meters)      27.66  (feet)  COMP
 AK1047  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 AK1047
 AK1047  VERT ORDER  -  FIRST     CLASS II
 AK1047
 AK1047.The horizontal coordinates were scaled from a topographic map and have
 AK1047.an estimated accuracy of +/- 6 seconds.
 AK1047
 AK1047.The orthometric height was determined by differential leveling
 AK1047.and adjusted by the National Geodetic Survey in June 1991..
 AK1047
 AK1047.The geoid height was determined by GEOID03.
 AK1047
 AK1047.The dynamic height is computed by dividing the NAVD 88
 AK1047.geopotential number by the normal gravity value computed on the
 AK1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1047.degrees latitude (g = 980.6199 gals.).
 AK1047
 AK1047.The modeled gravity was interpolated from observed gravity values.
 AK1047
 AK1047;                    North         East    Units  Estimated Accuracy
 AK1047;SPC FL E     -   466,320.      234,960.      MT  (+/- 180 meters Scaled)
 AK1047
 AK1047                          SUPERSEDED SURVEY CONTROL
 AK1047
 AK1047  NGVD 29 (??/??/92)    8.83   (m)           29.0    (f) COMPUTED    1 2
 AK1047
 AK1047.Superseded values are not recommended for survey control.
 AK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1047.See file dsdata.txt to determine how the superseded data were derived.
 AK1047
 AK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM349572(NAD 83)
 AK1047_MARKER: B = BOLT
 AK1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1047_SP_SET: CONCRETE PAD
 AK1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1047
 AK1047  HISTORY     - Date     Condition        Report By
 AK1047  HISTORY     - UNK      MONUMENTED       DOD
 AK1047  HISTORY     - 1965     GOOD             NGS
 AK1047
 AK1047                          STATION DESCRIPTION
 AK1047
 AK1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK1047'AT MERRITT ISLAND.
 AK1047'LOCATED ON THE ROOF AND NORTH SIDE OF THE CIF ANTENNA CONTROL
 AK1047'BUILDING NO L 7 1557.  ON BOLT OF 25 1/2 INCH BOLTS IN THE
 AK1047'CENTER OF A CONCRETE ANTENNA PAD IS MARKED WITH A PUNCH HOLE.
 AK1047'LEVELS WERE RUN TO THE TOP OF THE BOLT WITH THE PUNCH HOLE.
 AK1047'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C AVE. S.E.,
 AK1047'GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA CONTROL BUILDING
 AK1047'AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1044 ***********************************************************************
 AK1044  DESIGNATION -  1 21 9
 AK1044  PID         -  AK1044
 AK1044  STATE/COUNTY-  FL/BREVARD
 AK1044  USGS QUAD   -  ORSINO (1976)
 AK1044
 AK1044                         *CURRENT SURVEY CONTROL
 AK1044  ___________________________________________________________________
 AK1044* NAD 83(1986)-  28 32 30.     (N)    080 38 36.     (W)     SCALED    
 AK1044* NAVD 88     -         8.216  (meters)      26.96   (feet)  ADJUSTED  
 AK1044  ___________________________________________________________________
 AK1044  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK1044  DYNAMIC HT  -           8.205 (meters)      26.92  (feet)  COMP
 AK1044  MODELED GRAV-     979,232.7   (mgal)                       NAVD 88
 AK1044
 AK1044  VERT ORDER  -  FIRST     CLASS II
 AK1044
 AK1044.The horizontal coordinates were scaled from a topographic map and have
 AK1044.an estimated accuracy of +/- 6 seconds.
 AK1044
 AK1044.The orthometric height was determined by differential leveling
 AK1044.and adjusted by the National Geodetic Survey in June 1991..
 AK1044
 AK1044.The geoid height was determined by GEOID03.
 AK1044
 AK1044.The dynamic height is computed by dividing the NAVD 88
 AK1044.geopotential number by the normal gravity value computed on the
 AK1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1044.degrees latitude (g = 980.6199 gals.).
 AK1044
 AK1044.The modeled gravity was interpolated from observed gravity values.
 AK1044
 AK1044;                    North         East    Units  Estimated Accuracy
 AK1044;SPC FL E     -   466,290.      234,900.      MT  (+/- 180 meters Scaled)
 AK1044
 AK1044                          SUPERSEDED SURVEY CONTROL
 AK1044
 AK1044  NGVD 29 (??/??/92)    8.60   (m)           28.2    (f) COMPUTED    1 2
 AK1044
 AK1044.Superseded values are not recommended for survey control.
 AK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1044.See file dsdata.txt to determine how the superseded data were derived.
 AK1044
 AK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM348572(NAD 83)
 AK1044_MARKER: DD = SURVEY DISK
 AK1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1044_SP_SET: CONCRETE PAD
 AK1044_STAMPING: 1-21-9
 AK1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1044
 AK1044  HISTORY     - Date     Condition        Report By
 AK1044  HISTORY     - UNK      MONUMENTED       DOD
 AK1044  HISTORY     - 1965     GOOD             NGS
 AK1044
 AK1044                          STATION DESCRIPTION
 AK1044
 AK1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK1044'AT MERRITT ISLAND.
 AK1044'LOCATED ON THE ROOF AND NORTH SIDE OF THE CIF ANTENNA CONTROL
 AK1044'BUILDING NO L 7 1557.  A SMOOTH BRASS DISK, CEMENTED IN A DRILL
 AK1044'HOLE IN THE APPROXIMATE CENTER OF A 6 X 6 FOOT CONCRETE ANTENNA
 AK1044'PAD THAT PROJECTS ABOUT 5 INCHES ABOVE THE ROOF SURFACE.  TO
 AK1044'REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C AVE. S.E.,
 AK1044'GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA CONTROL
 AK1044'BUILDING NO L 7 1557 AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2968 ***********************************************************************
 AD2968  DESIGNATION -  1 22.808 MSL
 AD2968  PID         -  AD2968
 AD2968  STATE/COUNTY-  FL/PALM BEACH
 AD2968  USGS QUAD   -  JUPITER (1983)
 AD2968
 AD2968                         *CURRENT SURVEY CONTROL
 AD2968  ___________________________________________________________________
 AD2968* NAD 83(1986)-  26 56 46.     (N)    080 05 03.     (W)     SCALED    
 AD2968* NAVD 88     -         6.412  (meters)      21.04   (feet)  ADJUSTED  
 AD2968  ___________________________________________________________________
 AD2968  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AD2968  DYNAMIC HT  -           6.402 (meters)      21.00  (feet)  COMP
 AD2968  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 AD2968
 AD2968  VERT ORDER  -  SECOND    CLASS 0
 AD2968
 AD2968.The horizontal coordinates were scaled from a topographic map and have
 AD2968.an estimated accuracy of +/- 6 seconds.
 AD2968
 AD2968.The orthometric height was determined by differential leveling
 AD2968.and adjusted by the National Geodetic Survey in June 1991..
 AD2968
 AD2968.The geoid height was determined by GEOID03.
 AD2968
 AD2968.The dynamic height is computed by dividing the NAVD 88
 AD2968.geopotential number by the normal gravity value computed on the
 AD2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2968.degrees latitude (g = 980.6199 gals.).
 AD2968
 AD2968.The modeled gravity was interpolated from observed gravity values.
 AD2968
 AD2968;                    North         East    Units  Estimated Accuracy
 AD2968;SPC FL E     -   289,760.      290,940.      MT  (+/- 180 meters Scaled)
 AD2968
 AD2968                          SUPERSEDED SURVEY CONTROL
 AD2968
 AD2968  NGVD 29 (??/??/92)    6.874  (m)           22.55   (f) ADJ UNCH    2 0
 AD2968
 AD2968.Superseded values are not recommended for survey control.
 AD2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2968.See file dsdata.txt to determine how the superseded data were derived.
 AD2968
 AD2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK909807(NAD 83)
 AD2968_MARKER: DD = SURVEY DISK
 AD2968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2968_SP_SET: ABUTMENT
 AD2968_STAMPING: 1 22.808 MSL
 AD2968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2968+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD2968
 AD2968  HISTORY     - Date     Condition        Report By
 AD2968  HISTORY     - UNK      MONUMENTED       FLDT
 AD2968  HISTORY     - 1970     GOOD             NGS
 AD2968  HISTORY     - 1972     GOOD             NGS
 AD2968  HISTORY     - 19890813 GOOD             USPSQD
 AD2968  HISTORY     - 20020629 GOOD             USPSQD
 AD2968  HISTORY     - 20030708 GOOD             USPSQD
 AD2968  HISTORY     - 20040917 GOOD             USPSQD
 AD2968
 AD2968                          STATION DESCRIPTION
 AD2968
 AD2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2968'AT JUPITER.
 AD2968'AT JUPITER, ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE
 AD2968'JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP OF THE EAST
 AD2968'END OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE OVER THE LOXAHATCHEE
 AD2968'RIVER, 6 FEET EAST OF THE EAST CURB LINE OF THE BRIDGE AND 1/2
 AD2968'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2968
 AD2968                          STATION RECOVERY (1972)
 AD2968
 AD2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (1989)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (2002)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (2003)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (2004)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5894 ***********************************************************************
 AD5894  DESIGNATION -  1 25.465 FLHD
 AD5894  PID         -  AD5894
 AD5894  STATE/COUNTY-  FL/BROWARD
 AD5894  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5894
 AD5894                         *CURRENT SURVEY CONTROL
 AD5894  ___________________________________________________________________
 AD5894* NAD 83(1986)-  26 02 02.     (N)    080 07 03.     (W)     SCALED    
 AD5894* NAVD 88     -         7.228  (meters)      23.71   (feet)  ADJUSTED  
 AD5894  ___________________________________________________________________
 AD5894  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AD5894  DYNAMIC HT  -           7.217 (meters)      23.68  (feet)  COMP
 AD5894  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 AD5894
 AD5894  VERT ORDER  -  SECOND    CLASS I
 AD5894
 AD5894.The horizontal coordinates were scaled from a topographic map and have
 AD5894.an estimated accuracy of +/- 6 seconds.
 AD5894
 AD5894.The orthometric height was determined by differential leveling
 AD5894.and adjusted by the National Geodetic Survey in June 1991..
 AD5894
 AD5894.The geoid height was determined by GEOID03.
 AD5894
 AD5894.The dynamic height is computed by dividing the NAVD 88
 AD5894.geopotential number by the normal gravity value computed on the
 AD5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5894.degrees latitude (g = 980.6199 gals.).
 AD5894
 AD5894.The modeled gravity was interpolated from observed gravity values.
 AD5894
 AD5894;                    North         East    Units  Estimated Accuracy
 AD5894;SPC FL E     -   188,670.      288,330.      MT  (+/- 180 meters Scaled)
 AD5894
 AD5894                          SUPERSEDED SURVEY CONTROL
 AD5894
 AD5894  NGVD 29 (09/01/92)    7.709  (m)           25.29   (f) ADJUSTED    2 1
 AD5894
 AD5894.Superseded values are not recommended for survey control.
 AD5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5894.See file dsdata.txt to determine how the superseded data were derived.
 AD5894
 AD5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ882797(NAD 83)
 AD5894_MARKER: DB = BENCH MARK DISK
 AD5894_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5894_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AD5894_STAMPING: 1 25.465
 AD5894_MARK LOGO: FLHD  
 AD5894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5894
 AD5894  HISTORY     - Date     Condition        Report By
 AD5894  HISTORY     - UNK      MONUMENTED       FLHD
 AD5894  HISTORY     - 1981     GOOD             FLDNR
 AD5894  HISTORY     - 1990     GOOD             USPSQD
 AD5894
 AD5894                          STATION DESCRIPTION
 AD5894
 AD5894'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5894'IN HOLLYWOOD.
 AD5894'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 822 (SHERIDAN
 AD5894'STREET) IN HOLLYWOOD.  GO EAST ON S.R. 822 1.5 MILES TO THE
 AD5894'EASTERNMOST BRIDGE OVER THE INTRACOASTAL WATERWAY, AND THE MARK.
 AD5894'THE MARK IS SET IN THE TOP OF THE CONCRETE GUARDRAIL IN THE
 AD5894'SOUTHWEST CORNER OF THE BRIDGE, 0.5 FOOT WEST OF THE EAST END OF THE
 AD5894'GUARDRAIL, 17 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 AD5894'THE ROAD, AND 45 FEET EAST OF THE DRAWBRIDGE BARRIER.
 AD5894'THE MARK IS 3 FT ABOVE ROAD.
 AD5894
 AD5894                          STATION RECOVERY (1990)
 AD5894
 AD5894'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2614 ***********************************************************************
 AD2614  DESIGNATION -  1 25.742
 AD2614  PID         -  AD2614
 AD2614  STATE/COUNTY-  FL/PALM BEACH
 AD2614  USGS QUAD   -  BOCA RATON (1983)
 AD2614
 AD2614                         *CURRENT SURVEY CONTROL
 AD2614  ___________________________________________________________________
 AD2614* NAD 83(1986)-  26 20 19.     (N)    080 04 21.     (W)     SCALED    
 AD2614* NAVD 88     -         7.376  (meters)      24.20   (feet)  ADJUSTED  
 AD2614  ___________________________________________________________________
 AD2614  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AD2614  DYNAMIC HT  -           7.364 (meters)      24.16  (feet)  COMP
 AD2614  MODELED GRAV-     979,080.0   (mgal)                       NAVD 88
 AD2614
 AD2614  VERT ORDER  -  SECOND    CLASS 0
 AD2614
 AD2614.The horizontal coordinates were scaled from a topographic map and have
 AD2614.an estimated accuracy of +/- 6 seconds.
 AD2614
 AD2614.The orthometric height was determined by differential leveling
 AD2614.and adjusted by the National Geodetic Survey in June 1991..
 AD2614
 AD2614.The geoid height was determined by GEOID03.
 AD2614
 AD2614.The dynamic height is computed by dividing the NAVD 88
 AD2614.geopotential number by the normal gravity value computed on the
 AD2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2614.degrees latitude (g = 980.6199 gals.).
 AD2614
 AD2614.The modeled gravity was interpolated from observed gravity values.
 AD2614
 AD2614;                    North         East    Units  Estimated Accuracy
 AD2614;SPC FL E     -   222,460.      292,590.      MT  (+/- 180 meters Scaled)
 AD2614
 AD2614                          SUPERSEDED SURVEY CONTROL
 AD2614
 AD2614  NGVD 29 (??/??/92)    7.855  (m)           25.77   (f) ADJ UNCH    2 0
 AD2614
 AD2614.Superseded values are not recommended for survey control.
 AD2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2614.See file dsdata.txt to determine how the superseded data were derived.
 AD2614
 AD2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK925135(NAD 83)
 AD2614_MARKER: DD = SURVEY DISK
 AD2614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2614_SP_SET: CONCRETE BANNISTER
 AD2614_STAMPING: 1 25.742
 AD2614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2614+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005
 AD2614
 AD2614  HISTORY     - Date     Condition        Report By
 AD2614  HISTORY     - UNK      MONUMENTED       FLHD
 AD2614  HISTORY     - 1970     GOOD             NGS
 AD2614  HISTORY     - 1973     GOOD             NGS
 AD2614  HISTORY     - 1990     GOOD             USPSQD
 AD2614  HISTORY     - 1990     GOOD             USPSQD
 AD2614  HISTORY     - 20031128 GOOD             USPSQD
 AD2614  HISTORY     - 20050103 GOOD             USPSQD
 AD2614
 AD2614                          STATION DESCRIPTION
 AD2614
 AD2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2614'1.8 MI N FROM DEERFIELD BEACH.
 AD2614'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2614'OF STATE HIGHWAY 810 AT DEERFIELD BEACH, ABOUT 1.1 MILES
 AD2614'NORTH OF THE PALM BEACH-BROWARD COUNTY LINE, SET ON THE TOP OF
 AD2614'THE SOUTHEAST CONCRETE BANNISTER OF THE HIGHWAY BRIDGE OVER
 AD2614'BOCA RATON INLET, 18.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AD2614'HIGHWAY, 8 FEET NORTHWEST OF THE SOUTHWEST END OF THE BANNISTER
 AD2614'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AD2614
 AD2614                          STATION RECOVERY (1973)
 AD2614
 AD2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (1990)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (1990)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (2003)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (2005)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8667 ***********************************************************************
 AD8667  DESIGNATION -  1 36 46 26
 AD8667  PID         -  AD8667
 AD8667  STATE/COUNTY-  FL/LEE
 AD8667  USGS QUAD   -  CORKSCREW NW (1987)
 AD8667
 AD8667                         *CURRENT SURVEY CONTROL
 AD8667  ___________________________________________________________________
 AD8667* NAD 83(1999)-  26 26 07.59818(N)    081 39 36.31295(W)     ADJUSTED  
 AD8667* NAVD 88     -         7.4    (meters)      24.     (feet)  GPS OBS   
 AD8667  ___________________________________________________________________
 AD8667  X           -     828,934.123 (meters)                     COMP
 AD8667  Y           -  -5,654,558.233 (meters)                     COMP
 AD8667  Z           -   2,822,334.578 (meters)                     COMP
 AD8667  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AD8667  ELLIP HEIGHT-         -16.81  (meters)          (07/06/01) GPS OBS
 AD8667  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AD8667
 AD8667  HORZ ORDER  -  FIRST
 AD8667  ELLP ORDER  -  FOURTH    CLASS II
 AD8667
 AD8667.The horizontal coordinates were established by GPS observations
 AD8667.and adjusted by the National Geodetic Survey in July 2001..
 AD8667
 AD8667.The orthometric height was determined by GPS observations and a
 AD8667.high-resolution geoid model.
 AD8667
 AD8667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8667
 AD8667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8667
 AD8667.The ellipsoidal height was determined by GPS observations
 AD8667.and is referenced to NAD 83.
 AD8667
 AD8667.The geoid height was determined by GEOID03.
 AD8667
 AD8667;                    North         East     Units Scale Factor Converg.
 AD8667;SPC FL W     -   232,900.199   233,903.004   MT  0.99995536   +0 09 04.8
 AD8667;SPC FL W     -   764,106.74    767,396.77   sFT  0.99995536   +0 09 04.8
 AD8667;UTM  17      - 2,924,076.744   434,184.598   MT  0.99965348   -0 17 37.9
 AD8667
 AD8667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8667!SPC FL W     -   1.00000264  x   0.99995536  =   0.99995800
 AD8667!UTM  17      -   1.00000264  x   0.99965348  =   0.99965612
 AD8667
 AD8667                          SUPERSEDED SURVEY CONTROL
 AD8667
 AD8667  NAD 83(1990)-  26 26 07.59649(N)    081 39 36.31190(W) AD(       ) 1
 AD8667  ELLIP H (11/12/93)  -16.75   (m)                       GP(       ) 4 1
 AD8667
 AD8667.Superseded values are not recommended for survey control.
 AD8667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8667.See file dsdata.txt to determine how the superseded data were derived.
 AD8667
 AD8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3418524077(NAD 83)
 AD8667_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8667_SP_SET: CONCRETE POST
 AD8667_STAMPING: GPS 1-36 46 26 9066 1990
 AD8667_MARK LOGO: DENI  
 AD8667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8667+STABILITY: SURFACE MOTION
 AD8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8667+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8667
 AD8667  HISTORY     - Date     Condition        Report By
 AD8667  HISTORY     - 1990     MONUMENTED       DENI
 AD8667  HISTORY     - 19910108 GOOD
 AD8667
 AD8667                          STATION DESCRIPTION
 AD8667
 AD8667'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8667'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC. 36, TWP 46S, RGE
 AD8667'26E, 19.2 MI (30.9 KM) SOUTHEAST OF FORT MYERS, 7.3 MI (11.7 KM) EAST
 AD8667'OF THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8667'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD, GO
 AD8667'EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH ALICO
 AD8667'ROAD, THEN CONTINUE EAST 2.75 MI (4.43 KM) ON CORKSCREW ROAD TO SIX
 AD8667'L FARM ROAD, THEN SOUTH 1.0 MI (1.6 KM) TO THE SIX L FARM
 AD8667'ENTRANCE ROAD AND THE STATION ON THE RIGHT.
 AD8667'STATION IS 137 FT (41.8 M) WEST OF THE CENTERLINE OF SIX L FARM
 AD8667'ROAD, 32.5 FT (9.9 M) SOUTH OF THE CENTERLINE OF SIX L FARM
 AD8667'ENTRANCE ROAD, 4.5 FT (1.4 M) NORTH OF A WIRE FENCE CORNER POST, 80.0
 AD8667'FT (24.4 M) WEST SOUTHWEST OF THE SOUTH GATE POST, 4.3 FT (1.3 M)
 AD8667'NORTH OF A WITNESS POST.
 AD8667'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8667'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8667'GROUND LEVEL.
 AD8667
 AD8667                          STATION RECOVERY (1991)
 AD8667
 AD8667'RECOVERED 1991
 AD8667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6271 ***********************************************************************
 AD6271  DESIGNATION -  1 5 PB CO
 AD6271  PID         -  AD6271
 AD6271  STATE/COUNTY-  FL/PALM BEACH
 AD6271  USGS QUAD   -  ROOD (1983)
 AD6271
 AD6271                         *CURRENT SURVEY CONTROL
 AD6271  ___________________________________________________________________
 AD6271* NAD 83(1986)-  26 56 01.     (N)    080 08 01.     (W)     SCALED    
 AD6271* NAVD 88     -         2.595  (meters)       8.51   (feet)  ADJUSTED  
 AD6271  ___________________________________________________________________
 AD6271  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AD6271  DYNAMIC HT  -           2.591 (meters)       8.50  (feet)  COMP
 AD6271  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 AD6271
 AD6271  VERT ORDER  -  SECOND    CLASS I
 AD6271
 AD6271.The horizontal coordinates were scaled from a topographic map and have
 AD6271.an estimated accuracy of +/- 6 seconds.
 AD6271
 AD6271.The orthometric height was determined by differential leveling
 AD6271.and adjusted by the National Geodetic Survey in June 1991..
 AD6271
 AD6271.The geoid height was determined by GEOID03.
 AD6271
 AD6271.The dynamic height is computed by dividing the NAVD 88
 AD6271.geopotential number by the normal gravity value computed on the
 AD6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6271.degrees latitude (g = 980.6199 gals.).
 AD6271
 AD6271.The modeled gravity was interpolated from observed gravity values.
 AD6271
 AD6271;                    North         East    Units  Estimated Accuracy
 AD6271;SPC FL E     -   288,340.      286,040.      MT  (+/- 180 meters Scaled)
 AD6271
 AD6271                          SUPERSEDED SURVEY CONTROL
 AD6271
 AD6271  NGVD 29 (09/01/92)    3.055  (m)           10.02   (f) ADJUSTED    2 1
 AD6271
 AD6271.Superseded values are not recommended for survey control.
 AD6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6271.See file dsdata.txt to determine how the superseded data were derived.
 AD6271
 AD6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK860793(NAD 83)
 AD6271_MARKER: DB = BENCH MARK DISK
 AD6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6271_SP_SET: CONCRETE POST
 AD6271_STAMPING: BM 1-5
 AD6271_MARK LOGO: FL-099
 AD6271_PROJECTION: RECESSED 5 CENTIMETERS
 AD6271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6271+STABILITY: SURFACE MOTION
 AD6271
 AD6271  HISTORY     - Date     Condition        Report By
 AD6271  HISTORY     - UNK      MONUMENTED       FL-099
 AD6271  HISTORY     - 1981     GOOD             FLDNR
 AD6271  HISTORY     - 20020209 MARK NOT FOUND   USPSQD
 AD6271  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6271  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6271
 AD6271                          STATION DESCRIPTION
 AD6271
 AD6271'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6271'2.5 MI WEST FROM JUPITER.
 AD6271'BEGIN AT THE INTERSECTION OF STATE HIGHWAY ALTERNATE A1A AND STATE
 AD6271'HIGHWAY 706 (INDIANTOWN ROAD), GO 2.5 MILES WEST ALONG HIGHWAY 706 TO
 AD6271'THE MARK.  THE MARK BEARS 36.8 FEET NORTH OF THE CENTERLINE OF THE
 AD6271'HIGHWAY, 103.5 FEET NORTHEAST OF A FLAGPOLE AT THE ENTRANCE TO JUPITER
 AD6271'VILLAGE, 50.0 FEET NORTH-NORTHWEST OF THE INTERSECTION OF CENTRAL
 AD6271'BOULEVARD AND HIGHWAY 706, 12.0 FEET NORTH OF THE NORTH EDGE OF A BIKE
 AD6271'PATH, 189.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST JUPITER
 AD6271'COMMUNITY CENTER, AND 1.5 FEET SOUTH OF A WITNESS POST.
 AD6271
 AD6271                          STATION RECOVERY (2002)
 AD6271
 AD6271'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6271'HIGHWAY 706 HAS BEEN EXPANDED TO 9 LANES AT THE INTERSECTION OF
 AD6271'CENTRAL BVLD.
 AD6271
 AD6271                          STATION RECOVERY (2003)
 AD6271
 AD6271'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6271'MARK NOT FOUND.
 AD6271
 AD6271                          STATION RECOVERY (2004)
 AD6271
 AD6271'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6264 ***********************************************************************
 AL6264  DESIGNATION -  1 A
 AL6264  PID         -  AL6264
 AL6264  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6264  USGS QUAD   -  ODESSA (1987)
 AL6264
 AL6264                         *CURRENT SURVEY CONTROL
 AL6264  ___________________________________________________________________
 AL6264* NAD 83(1986)-  28 07 43.     (N)    082 34 10.     (W)     SCALED    
 AL6264* NAVD 88     -        16.609  (meters)      54.49   (feet)  ADJUSTED  
 AL6264  ___________________________________________________________________
 AL6264  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AL6264  DYNAMIC HT  -          16.585 (meters)      54.41  (feet)  COMP
 AL6264  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 AL6264
 AL6264  VERT ORDER  -  FIRST     CLASS II
 AL6264
 AL6264.The horizontal coordinates were scaled from a topographic map and have
 AL6264.an estimated accuracy of +/- 6 seconds.
 AL6264
 AL6264.The orthometric height was determined by differential leveling
 AL6264.and adjusted by the National Geodetic Survey in June 1991..
 AL6264
 AL6264.The geoid height was determined by GEOID03.
 AL6264
 AL6264.The dynamic height is computed by dividing the NAVD 88
 AL6264.geopotential number by the normal gravity value computed on the
 AL6264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6264.degrees latitude (g = 980.6199 gals.).
 AL6264
 AL6264.The modeled gravity was interpolated from observed gravity values.
 AL6264
 AL6264;                    North         East    Units  Estimated Accuracy
 AL6264;SPC FL W     -   420,590.      144,060.      MT  (+/- 180 meters Scaled)
 AL6264
 AL6264                          SUPERSEDED SURVEY CONTROL
 AL6264
 AL6264  NGVD 29 (??/??/92)   16.862  (m)           55.32   (f) ADJ UNCH    1 2
 AL6264
 AL6264.Superseded values are not recommended for survey control.
 AL6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6264.See file dsdata.txt to determine how the superseded data were derived.
 AL6264
 AL6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM458124(NAD 83)
 AL6264_MARKER: DD = SURVEY DISK
 AL6264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6264_SP_SET: CULVERT
 AL6264_STAMPING: 1 A
 AL6264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6264
 AL6264  HISTORY     - Date     Condition        Report By
 AL6264  HISTORY     - UNK      MONUMENTED       FLHD
 AL6264  HISTORY     - 1966     GOOD             NGS
 AL6264  HISTORY     - 20010328 GOOD             USPSQD
 AL6264  HISTORY     - 20020825 GOOD             USPSQD
 AL6264  HISTORY     - 20060624 GOOD             USPSQD
 AL6264
 AL6264                          STATION DESCRIPTION
 AL6264
 AL6264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AL6264'4.4 MI N FROM CITRUS PARK.
 AL6264'ABOUT 4.05 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6264'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 0.3 MILE EAST
 AL6264'ALONG VAN DYKE (STATE HIGHWAY S 865 A), 0.25 MILE WEST OF THE
 AL6264'KEYSTONE PRESBYTERIAN CHURCH, 17.7 FEET SOUTH OF THE CENTER
 AL6264'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND IS IN THE
 AL6264'TOP 1.8 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE HEAD
 AL6264'WALL FOR A DOUBLE BOX CULVERT OVER A STREAM.  STAMPED 1A BY THIS
 AL6264'PARTY.
 AL6264
 AL6264                          STATION RECOVERY (2001)
 AL6264
 AL6264'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6264'RECOVERED IN GOOD CONDITION.
 AL6264
 AL6264                          STATION RECOVERY (2002)
 AL6264
 AL6264'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AL6264'RECOVERED IN GOOD CONDITION.
 AL6264
 AL6264                          STATION RECOVERY (2006)
 AL6264
 AL6264'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AL6264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3621 ***********************************************************************
 BG3621  DESIGNATION -  1 CMP USGS
 BG3621  PID         -  BG3621
 BG3621  STATE/COUNTY-  FL/ESCAMBIA
 BG3621  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3621
 BG3621                         *CURRENT SURVEY CONTROL
 BG3621  ___________________________________________________________________
 BG3621* NAD 83(1986)-  30 20 12.     (N)    087 21 10.     (W)     SCALED    
 BG3621* NAVD 88     -         5.777  (meters)      18.95   (feet)  ADJUSTED  
 BG3621  ___________________________________________________________________
 BG3621  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG3621  DYNAMIC HT  -           5.769 (meters)      18.93  (feet)  COMP
 BG3621  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BG3621
 BG3621  VERT ORDER  -  SECOND    CLASS I
 BG3621
 BG3621.The horizontal coordinates were scaled from a topographic map and have
 BG3621.an estimated accuracy of +/- 6 seconds.
 BG3621
 BG3621.The orthometric height was determined by differential leveling
 BG3621.and adjusted by the National Geodetic Survey in June 1991..
 BG3621
 BG3621.The geoid height was determined by GEOID03.
 BG3621
 BG3621.The dynamic height is computed by dividing the NAVD 88
 BG3621.geopotential number by the normal gravity value computed on the
 BG3621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3621.degrees latitude (g = 980.6199 gals.).
 BG3621
 BG3621.The modeled gravity was interpolated from observed gravity values.
 BG3621
 BG3621;                    North         East    Units  Estimated Accuracy
 BG3621;SPC FL N     -   151,600.      325,720.      MT  (+/- 180 meters Scaled)
 BG3621
 BG3621                          SUPERSEDED SURVEY CONTROL
 BG3621
 BG3621.No superseded survey control is available for this station.
 BG3621
 BG3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU660561(NAD 83)
 BG3621_MARKER: DD = SURVEY DISK
 BG3621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3621_SP_SET: CONCRETE POST
 BG3621_STAMPING: 19 1 CMP 1965
 BG3621_MARK LOGO: USGS  
 BG3621_PROJECTION: PROJECTING 10 CENTIMETERS
 BG3621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3621+STABILITY: SURFACE MOTION
 BG3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3621+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 BG3621
 BG3621  HISTORY     - Date     Condition        Report By
 BG3621  HISTORY     - 1965     MONUMENTED       USGS
 BG3621  HISTORY     - 1984     GOOD             FLDNR
 BG3621  HISTORY     - 20030418 GOOD             USPSQD
 BG3621  HISTORY     - 20040429 GOOD             USPSQD
 BG3621
 BG3621                          STATION DESCRIPTION
 BG3621
 BG3621'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3621'4.35 MI NE FROM PERDIDO BAY.
 BG3621'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3621'THE COMMUNITY OF PERDIDO BAY, GO 4.35 MILES EASTERLY ON COUNTY ROAD
 BG3621'292 A TO THE MARK.  THE MARK BEARS 33 FEET NORTHWEST OF THE CENTERLINE
 BG3621'OF 292 A, 19.4 FEET WEST OF THE EXTENDED CENTERLINE OF A GRADED DIRT
 BG3621'ROAD LEADING SOUTH, 42 FEET NORTHEAST OF POWER POLE 10012-49640, AND
 BG3621'0.6 FOOT EAST OF A WITNESS POST.
 BG3621'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3621
 BG3621                          STATION RECOVERY (2003)
 BG3621
 BG3621'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3621'CORRECT 4.35 MILES TO READ 4.70 MILES.DELETE 19 FEET WEST OF EXTENDED
 BG3621'DIRT ROAD LEADING SOUTH. THE MARK IS 3.0 FEET NE OF POWER POLE
 BG3621'10012-49640 AND IS 0.6 FOOT EAST OF WITNESS POST. SURVEY SIGN IS
 BG3621'MISSING.
 BG3621
 BG3621                          STATION RECOVERY (2004)
 BG3621
 BG3621'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1870 ***********************************************************************
 BD1870  DESIGNATION -  1 DNR
 BD1870  PID         -  BD1870
 BD1870  STATE/COUNTY-  FL/BAKER
 BD1870  USGS QUAD   -  OLUSTEE (1993)
 BD1870
 BD1870                         *CURRENT SURVEY CONTROL
 BD1870  ___________________________________________________________________
 BD1870* NAD 83(1986)-  30 12 53.     (N)    082 25 23.     (W)     SCALED    
 BD1870* NAVD 88     -        48.125  (meters)     157.89   (feet)  ADJUSTED  
 BD1870  ___________________________________________________________________
 BD1870  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BD1870  DYNAMIC HT  -          48.061 (meters)     157.68  (feet)  COMP
 BD1870  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BD1870
 BD1870  VERT ORDER  -  SECOND    CLASS I
 BD1870
 BD1870.The horizontal coordinates were scaled from a topographic map and have
 BD1870.an estimated accuracy of +/- 6 seconds.
 BD1870
 BD1870.The orthometric height was determined by differential leveling
 BD1870.and adjusted by the National Geodetic Survey in June 1991..
 BD1870
 BD1870.The geoid height was determined by GEOID03.
 BD1870
 BD1870.The dynamic height is computed by dividing the NAVD 88
 BD1870.geopotential number by the normal gravity value computed on the
 BD1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1870.degrees latitude (g = 980.6199 gals.).
 BD1870
 BD1870.The modeled gravity was interpolated from observed gravity values.
 BD1870
 BD1870;                    North         East    Units  Estimated Accuracy
 BD1870;SPC FL N     -   136,470.      799,940.      MT  (+/- 180 meters Scaled)
 BD1870
 BD1870                          SUPERSEDED SURVEY CONTROL
 BD1870
 BD1870  NGVD 29 (09/01/92)   48.390  (m)          158.76   (f) ADJUSTED    2 1
 BD1870
 BD1870.Superseded values are not recommended for survey control.
 BD1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1870.See file dsdata.txt to determine how the superseded data were derived.
 BD1870
 BD1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP630434(NAD 83)
 BD1870_MARKER: DD = SURVEY DISK
 BD1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1870_SP_SET: CONCRETE POST
 BD1870_STAMPING: 1 1976
 BD1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1870
 BD1870  HISTORY     - Date     Condition        Report By
 BD1870  HISTORY     - 1976     MONUMENTED       FLDNR
 BD1870  HISTORY     - 1976     GOOD             NGS
 BD1870
 BD1870                          STATION DESCRIPTION
 BD1870
 BD1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BD1870'1.0 MI NE FROM OLUSTEE.
 BD1870'FROM THE POST OFFICE AT OLUSTEE, PROCEED NORTH ON S-231 ABOUT 0.5
 BD1870'MILES TO NATIONAL FOREST ROAD 732.  THENCE NORTHEAST ALONG NATIONAL
 BD1870'FOREST ROAD 732 ABOUT 0.3 MILES TO NATIONAL FOREST ROAD 726.  THENCE
 BD1870'NORTH ALONG NATIONAL FOREST ROAD 726 ABOUT 0.2 MILES TO A Y
 BD1870'INTERSECTION.  THE BENCH MARK IS SET FLUSH IN A 9 1/2-INCH CONCRETE
 BD1870'POST 18 FEET SOUTH OF NATIONAL FOREST ROAD 726, 43 FEET SOUTHEAST OF
 BD1870'THE WEST CORNER OF THE Y INTERSECTION, 30 FEET SOUTHEAST OF THE EAST
 BD1870'CORNER OF THE Y INTERSECTION, 0.2 MILES SOUTH OF A BOAT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5367 ***********************************************************************
 DG5367  DESIGNATION -  1 ES
 DG5367  PID         -  DG5367
 DG5367  STATE/COUNTY-  FL/LAKE
 DG5367  USGS QUAD   -  CENTER HILL (1969)
 DG5367
 DG5367                         *CURRENT SURVEY CONTROL
 DG5367  ___________________________________________________________________
 DG5367* NAD 83(1986)-  28 40 41.     (N)    081 53 47.     (W)     SCALED    
 DG5367* NAVD 88     -        29.445  (meters)      96.60   (feet)  ADJUSTED  
 DG5367  ___________________________________________________________________
 DG5367  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DG5367  DYNAMIC HT  -          29.403 (meters)      96.47  (feet)  COMP
 DG5367  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 DG5367
 DG5367  VERT ORDER  -  SECOND    CLASS I
 DG5367
 DG5367.The horizontal coordinates were scaled from a topographic map and have
 DG5367.an estimated accuracy of +/- 6 seconds.
 DG5367
 DG5367.The orthometric height was determined by differential leveling
 DG5367.and adjusted by the National Geodetic Survey in August 2004..
 DG5367
 DG5367.The geoid height was determined by GEOID03.
 DG5367
 DG5367.The dynamic height is computed by dividing the NAVD 88
 DG5367.geopotential number by the normal gravity value computed on the
 DG5367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5367.degrees latitude (g = 980.6199 gals.).
 DG5367
 DG5367.The modeled gravity was interpolated from observed gravity values.
 DG5367
 DG5367;                    North         East    Units  Estimated Accuracy
 DG5367;SPC FL E     -   481,680.      112,390.      MT  (+/- 180 meters Scaled)
 DG5367
 DG5367                          SUPERSEDED SURVEY CONTROL
 DG5367
 DG5367.No superseded survey control is available for this station.
 DG5367
 DG5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM124726(NAD 83)
 DG5367_MARKER: DB = BENCH MARK DISK
 DG5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5367_STAMPING: 1 ES 1955
 DG5367_MARK LOGO: USGS  
 DG5367_PROJECTION: FLUSH
 DG5367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5367+STABILITY: SURFACE MOTION
 DG5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5367+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 DG5367
 DG5367  HISTORY     - Date     Condition        Report By
 DG5367  HISTORY     - 1955     MONUMENTED       USGS
 DG5367  HISTORY     - 20000602 GOOD             FLDEP
 DG5367  HISTORY     - 20040430 GOOD             FLDEP
 DG5367
 DG5367                          STATION DESCRIPTION
 DG5367
 DG5367'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5367'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH OF LEESBURG, 7.1 MI (11.4
 DG5367'KM) NORTH OF MASCOTTE ON COUNTY ROAD 33, AT THE JUNCTION OF AUSTIN
 DG5367'MERRITT ROAD, IN SECTION 10, TOWNSHIP 21 SOUTH, RANGE 24 EAST. TO
 DG5367'REACH THE MARK FROM THE JUNCTION OF HILL STREET, U.S. HIGHWAY 441
 DG5367'(NORTH BOULEVARD) AND U.S. HIGHWAY 27 (14TH STREET) IN LEESBURG, GO
 DG5367'SOUTH ON U.S. HIGHWAY 27 FOR 4.35 MI (7.00 KM) TO THE JUNCTION OF
 DG5367'COUNTY ROAD 33 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 33 AND GO
 DG5367'SOUTHWEST FOR 6.2 MI (10.0 KM) TO THE JUNCTION OF AUSTIN MERRITT ROAD
 DG5367'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A SQUARE
 DG5367'CONNCRETE MONUMENT FLUSH WITH THE GROUND AND 3.0 FT (0.9 M) ABOVE THE
 DG5367'LEVEL OF COUNTY ROAD 33. LOCATED 120.0 FT (36.6 M) SOUTH OF THE
 DG5367'CENTERLINE OF AUSTIN MERRITT ROAD, 48.0 FT (14.6 M) WEST OF THE
 DG5367'CENTERLINE OF COUNTY ROAD 33 AND 1.3 FT (0.4 M) NORTH OF A CARSONITE
 DG5367'WITNESS POST.
 DG5367
 DG5367                          STATION RECOVERY (2004)
 DG5367
 DG5367'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 DG5367'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6272 ***********************************************************************
 AD6272  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6272  DESIGNATION -  1 FLDT
 AD6272  PID         -  AD6272
 AD6272  STATE/COUNTY-  FL/PALM BEACH
 AD6272  USGS QUAD   -  ROOD (1983)
 AD6272
 AD6272                         *CURRENT SURVEY CONTROL
 AD6272  ___________________________________________________________________
 AD6272* NAD 83(1986)-  26 56 01.     (N)    080 08 24.     (W)     SCALED    
 AD6272* NAVD 88     -         6.397  (meters)      20.99   (feet)  ADJUSTED  
 AD6272  ___________________________________________________________________
 AD6272  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AD6272  DYNAMIC HT  -           6.387 (meters)      20.95  (feet)  COMP
 AD6272  MODELED GRAV-     979,098.1   (mgal)                       NAVD 88
 AD6272
 AD6272  VERT ORDER  -  SECOND    CLASS I
 AD6272
 AD6272.The horizontal coordinates were scaled from a topographic map and have
 AD6272.an estimated accuracy of +/- 6 seconds.
 AD6272
 AD6272.The orthometric height was determined by differential leveling
 AD6272.and adjusted by the National Geodetic Survey in June 1991..
 AD6272
 AD6272.This Tidal Bench Mark is designated as VM 5567
 AD6272.by the Center for Operational Oceanographic Products and Services.
 AD6272
 AD6272.The geoid height was determined by GEOID03.
 AD6272
 AD6272.The dynamic height is computed by dividing the NAVD 88
 AD6272.geopotential number by the normal gravity value computed on the
 AD6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6272.degrees latitude (g = 980.6199 gals.).
 AD6272
 AD6272.The modeled gravity was interpolated from observed gravity values.
 AD6272
 AD6272;                    North         East    Units  Estimated Accuracy
 AD6272;SPC FL E     -   288,340.      285,410.      MT  (+/- 180 meters Scaled)
 AD6272
 AD6272                          SUPERSEDED SURVEY CONTROL
 AD6272
 AD6272  NGVD 29 (09/01/92)    6.857  (m)           22.50   (f) ADJUSTED    2 1
 AD6272
 AD6272.Superseded values are not recommended for survey control.
 AD6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6272.See file dsdata.txt to determine how the superseded data were derived.
 AD6272
 AD6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK853793(NAD 83)
 AD6272_MARKER: DJ = TIDAL STATION DISK
 AD6272_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6272_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD6272_STAMPING: 1
 AD6272_MARK LOGO: FLDT  
 AD6272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6272+STABILITY: SURFACE MOTION
 AD6272
 AD6272  HISTORY     - Date     Condition        Report By
 AD6272  HISTORY     - UNK      MONUMENTED       FLDT
 AD6272  HISTORY     - 1981     GOOD             FLDNR
 AD6272  HISTORY     - 1986     GOOD             USPSQD
 AD6272  HISTORY     - 1989     GOOD             USPSQD
 AD6272  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD6272  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6272  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6272
 AD6272                          STATION DESCRIPTION
 AD6272
 AD6272'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6272'2.9 MI WEST FROM JUPITER.
 AD6272'BEGIN AT THE F.E.C. RAILROAD CROSSING WITH S.R. 706 IN JUPITER. GO 2.9
 AD6272'MILES WEST ON S.R. 706 TO THE BRIDGE OVER THE CANAL, AND THE MARK.
 AD6272'THE MARK IS SET IN THE NORTHEAST CORNER OF THE BRIDGE, AND IS 1.5 FEET
 AD6272'SOUTH OF THE NORTH END OF THE ABUTMENT WINGWALL.
 AD6272
 AD6272                          STATION RECOVERY (1986)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 1986 (BJS)
 AD6272'RECOVERED IN GOOD CONDITION.
 AD6272
 AD6272                          STATION RECOVERY (1989)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD6272'RECOVERED IN GOOD CONDITION.
 AD6272
 AD6272                          STATION RECOVERY (2002)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6272'THE WINGWALL HAS BEEN REMOVED.
 AD6272
 AD6272                          STATION RECOVERY (2003)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6272'MARK NOT FOUND.
 AD6272
 AD6272                          STATION RECOVERY (2004)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0322 ***********************************************************************
 AF0322  DESIGNATION -  1 FT FLAT PLATE 1962
 AF0322  PID         -  AF0322
 AF0322  STATE/COUNTY-  FL/BREVARD
 AF0322  USGS QUAD   -  GRANT (1970)
 AF0322
 AF0322                         *CURRENT SURVEY CONTROL
 AF0322  ___________________________________________________________________
 AF0322* NAD 83(1990)-  27 57 29.00325(N)    080 33 46.20729(W)     ADJUSTED  
 AF0322* NAVD 88     -         4.72   (+/-2cm)      15.5    (feet)  VERTCON   
 AF0322  ___________________________________________________________________
 AF0322  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AF0322  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF0322
 AF0322  HORZ ORDER  -  SECOND
 AF0322  VERT ORDER  -  THIRD ? (See Below)
 AF0322
 AF0322.The horizontal coordinates were established by classical geodetic methods
 AF0322.and adjusted by the National Geodetic Survey in May 1991..
 AF0322
 AF0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0322.The vertical order pertains to the NGVD 29 superseded value.
 AF0322
 AF0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0322
 AF0322.The geoid height was determined by GEOID03.
 AF0322
 AF0322;                    North         East     Units Scale Factor Converg.
 AF0322;SPC FL E     -   401,638.049   243,014.674   MT  0.99996401   +0 12 17.8
 AF0322;SPC FL E     - 1,317,707.50    797,290.64   sFT  0.99996401   +0 12 17.8
 AF0322;UTM  17      - 3,092,632.993   542,999.998   MT  0.99962282   +0 12 17.8
 AF0322
 AF0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0322!SPC FL E     -   1.00000366  x   0.99996401  =   0.99996767
 AF0322!UTM  17      -   1.00000366  x   0.99962282  =   0.99962648
 AF0322
 AF0322                          SUPERSEDED SURVEY CONTROL
 AF0322
 AF0322  NAD 83(1986)-  27 57 29.00813(N)    080 33 46.22197(W) AD(       ) 2
 AF0322  NAD 27      -  27 57 27.93527(N)    080 33 47.02922(W) AD(       ) 2
 AF0322  NGVD 29 (07/19/86)    5.15   (m)           16.9    (f) LEVELING    3  
 AF0322
 AF0322.Superseded values are not recommended for survey control.
 AF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0322.See file dsdata.txt to determine how the superseded data were derived.
 AF0322
 AF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4300092633(NAD 83)
 AF0322_MARKER: DD = SURVEY DISK
 AF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AF0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0322+STABILITY: SURFACE MOTION
 AF0322
 AF0322  HISTORY     - Date     Condition        Report By
 AF0322  HISTORY     - 1962     MONUMENTED       CGS
 AF0322
 AF0322                          STATION DESCRIPTION
 AF0322
 AF0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0322'SEE STATION CENTRAL BORE TRAV
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2947 ***********************************************************************
 AD2947  DESIGNATION -  1 JUPITER
 AD2947  PID         -  AD2947
 AD2947  STATE/COUNTY-  FL/PALM BEACH
 AD2947  USGS QUAD   -  JUPITER (1983)
 AD2947
 AD2947                         *CURRENT SURVEY CONTROL
 AD2947  ___________________________________________________________________
 AD2947* NAD 83(1986)-  26 56 00.     (N)    080 04 17.     (W)     SCALED    
 AD2947* NAVD 88     -         1.566  (meters)       5.14   (feet)  ADJUSTED  
 AD2947  ___________________________________________________________________
 AD2947  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AD2947  DYNAMIC HT  -           1.564 (meters)       5.13  (feet)  COMP
 AD2947  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 AD2947
 AD2947  VERT ORDER  -  SECOND    CLASS 0
 AD2947
 AD2947.The horizontal coordinates were scaled from a topographic map and have
 AD2947.an estimated accuracy of +/- 6 seconds.
 AD2947
 AD2947.The orthometric height was determined by differential leveling
 AD2947.and adjusted by the National Geodetic Survey in June 1991..
 AD2947
 AD2947.The geoid height was determined by GEOID03.
 AD2947
 AD2947.The dynamic height is computed by dividing the NAVD 88
 AD2947.geopotential number by the normal gravity value computed on the
 AD2947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2947.degrees latitude (g = 980.6199 gals.).
 AD2947
 AD2947.The modeled gravity was interpolated from observed gravity values.
 AD2947
 AD2947;                    North         East    Units  Estimated Accuracy
 AD2947;SPC FL E     -   288,360.      292,220.      MT  (+/- 180 meters Scaled)
 AD2947
 AD2947                          SUPERSEDED SURVEY CONTROL
 AD2947
 AD2947  NGVD 29 (??/??/92)    2.028  (m)            6.65   (f) ADJ UNCH    2 0
 AD2947
 AD2947.Superseded values are not recommended for survey control.
 AD2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2947.See file dsdata.txt to determine how the superseded data were derived.
 AD2947
 AD2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921793(NAD 83)
 AD2947_MARKER: DD = SURVEY DISK
 AD2947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2947_SP_SET: ABUTMENT
 AD2947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2947+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AD2947
 AD2947  HISTORY     - Date     Condition        Report By
 AD2947  HISTORY     - UNK      MONUMENTED       FL-099
 AD2947  HISTORY     - 1970     GOOD             NGS
 AD2947  HISTORY     - 1972     GOOD             NGS
 AD2947  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AD2947  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD2947  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD2947  HISTORY     - 20050415 GOOD             FLDT
 AD2947
 AD2947                          STATION DESCRIPTION
 AD2947
 AD2947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2947'1.2 MI SE FROM JUPITER.
 AD2947'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AD2947'JUNCTION OF U.S. HIGHWAY 1 AT JUPITER, AT THE JUNCTION OF A
 AD2947'BLACK TOPPED ROAD WHICH LEADS SOUTHEAST TO A COUNTY PARK ON THE
 AD2947'BEACH, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A
 AD2947'15-FOOT BRIDGE OVER A DRAINAGE CANAL, 62 FEET EAST OF THE CENTER
 AD2947'LINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE
 AD2947'ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 5, R 43 E,
 AD2947'T 41 S.
 AD2947
 AD2947                          STATION RECOVERY (1972)
 AD2947
 AD2947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2947'RECOVERED IN GOOD CONDITION.
 AD2947
 AD2947                          STATION RECOVERY (2002)
 AD2947
 AD2947'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2947'THE BRIDGE HAS BEEN COMPLETELY REBUILT.
 AD2947
 AD2947                          STATION RECOVERY (2003)
 AD2947
 AD2947'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2947'MARK NOT FOUND.
 AD2947
 AD2947                          STATION RECOVERY (2004)
 AD2947
 AD2947'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2947'MARK NOT FOUND.
 AD2947
 AD2947                          STATION RECOVERY (2005)
 AD2947
 AD2947'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2947'RECOVERED AS DESCRIBED 1970 DESCRIPTION FOUND PALM BEACH COUNTY DISK
 AD2947'NO STAMPING , FIT DISTANCES FROM CENTERLINES OF ROADS AS GIVEN IN 1970
 AD2947'DISCRIPTION.
 AD2947' 
 AD2947' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0001 ***********************************************************************
 AS0001  DESIGNATION -  1 M
 AS0001  PID         -  AS0001
 AS0001  STATE/COUNTY-  FL/BAY
 AS0001  USGS QUAD   -  BEACON HILL (1982)
 AS0001
 AS0001                         *CURRENT SURVEY CONTROL
 AS0001  ___________________________________________________________________
 AS0001* NAD 83(1986)-  29 59 00.     (N)    085 28 44.     (W)     SCALED    
 AS0001* NAVD 88     -         6.403  (meters)      21.01   (feet)  ADJUSTED  
 AS0001  ___________________________________________________________________
 AS0001  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AS0001  DYNAMIC HT  -           6.395 (meters)      20.98  (feet)  COMP
 AS0001  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 AS0001
 AS0001  VERT ORDER  -  FIRST     CLASS II
 AS0001
 AS0001.The horizontal coordinates were scaled from a topographic map and have
 AS0001.an estimated accuracy of +/- 6 seconds.
 AS0001
 AS0001.The orthometric height was determined by differential leveling
 AS0001.and adjusted by the National Geodetic Survey in June 1991..
 AS0001
 AS0001.The geoid height was determined by GEOID03.
 AS0001
 AS0001.The dynamic height is computed by dividing the NAVD 88
 AS0001.geopotential number by the normal gravity value computed on the
 AS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0001.degrees latitude (g = 980.6199 gals.).
 AS0001
 AS0001.The modeled gravity was interpolated from observed gravity values.
 AS0001
 AS0001;                    North         East    Units  Estimated Accuracy
 AS0001;SPC FL N     -   109,410.      505,540.      MT  (+/- 180 meters Scaled)
 AS0001
 AS0001                          SUPERSEDED SURVEY CONTROL
 AS0001
 AS0001  NGVD 29 (??/??/92)    6.544  (m)           21.47   (f) ADJ UNCH    1 2
 AS0001
 AS0001.Superseded values are not recommended for survey control.
 AS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0001.See file dsdata.txt to determine how the superseded data were derived.
 AS0001
 AS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU467179(NAD 83)
 AS0001_MARKER: DD = SURVEY DISK
 AS0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0001_SP_SET: CONCRETE BASE
 AS0001_STAMPING: 1 M 1942 21
 AS0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0001
 AS0001  HISTORY     - Date     Condition        Report By
 AS0001  HISTORY     - 1942     MONUMENTED       USGS
 AS0001  HISTORY     - 1957     GOOD             NGS
 AS0001  HISTORY     - 1976     MARK NOT FOUND   USGS
 AS0001  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AS0001
 AS0001                          STATION DESCRIPTION
 AS0001
 AS0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AS0001'4.9 MI NW FROM MEXICO BEACH.
 AS0001'ABOUT 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 AS0001'OF SECOND AVENUE LEADING NORTH TO CITY WATER TOWER AT MEXICO
 AS0001'BEACH, ABOUT 0.05 MILE NORTHWEST OF JUNCTION OF A DIRT ROAD
 AS0001'NORTH, ABOUT 0.2 MILE NORTHWEST OF A CURVE IN HIGHWAY, IN SECTION
 AS0001'68 T 6 S, R 12 W, AT THE JUNCTION OF A TRAIL SOUTHWEST, 203
 AS0001'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 39 1/2 FEET SOUTHEAST
 AS0001'OF CENTER LINE OF TRAIL, ACROSS HIGHWAY FROM POINT BETWEEN
 AS0001'TELEPHONE POLES 339 AND 340, IN THE TOP OF THE NORTH CORNER OF
 AS0001'THE NORTH CONCRETE BASE OF 4 ABANDONED CONCRETE BASES OF A
 AS0001'FORMER FIRE TOWER AND 1/2 FOOT ABOVE GROUND.
 AS0001
 AS0001                          STATION RECOVERY (1976)
 AS0001
 AS0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AS0001'MARK NOT FOUND.
 AS0001
 AS0001                          STATION RECOVERY (1984)
 AS0001
 AS0001'RECOVERY NOTE BY US POWER SQUADRON 1984
 AS0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2411 ***********************************************************************
 AB2411  DESIGNATION -  1 MLW 8.31
 AB2411  PID         -  AB2411
 AB2411  STATE/COUNTY-  FL/MONROE
 AB2411  USGS QUAD   -  FLAMINGO (1990)
 AB2411
 AB2411                         *CURRENT SURVEY CONTROL
 AB2411  ___________________________________________________________________
 AB2411* NAD 83(1986)-  25 08 28.     (N)    080 55 25.     (W)     SCALED    
 AB2411* NAVD 88     -         1.840  (meters)       6.04   (feet)  ADJUSTED  
 AB2411  ___________________________________________________________________
 AB2411  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB2411  DYNAMIC HT  -           1.837 (meters)       6.03  (feet)  COMP
 AB2411  MODELED GRAV-     978,988.2   (mgal)                       NAVD 88
 AB2411
 AB2411  VERT ORDER  -  FIRST     CLASS II
 AB2411
 AB2411.The horizontal coordinates were scaled from a topographic map and have
 AB2411.an estimated accuracy of +/- 6 seconds.
 AB2411
 AB2411.The orthometric height was determined by differential leveling
 AB2411.and adjusted by the National Geodetic Survey in April 1996..
 AB2411
 AB2411.The geoid height was determined by GEOID03.
 AB2411
 AB2411.The dynamic height is computed by dividing the NAVD 88
 AB2411.geopotential number by the normal gravity value computed on the
 AB2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2411.degrees latitude (g = 980.6199 gals.).
 AB2411
 AB2411.The modeled gravity was interpolated from observed gravity values.
 AB2411
 AB2411;                    North         East    Units  Estimated Accuracy
 AB2411;SPC FL E     -    89,470.      207,700.      MT  (+/- 180 meters Scaled)
 AB2411
 AB2411                          SUPERSEDED SURVEY CONTROL
 AB2411
 AB2411.No superseded survey control is available for this station.
 AB2411
 AB2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH077805(NAD 83)
 AB2411_MARKER: DD = SURVEY DISK
 AB2411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2411_SP_SET: SEAWALL
 AB2411_STAMPING: M.L.W. 1 EL. 8.31
 AB2411_MARK LOGO: NPS   
 AB2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2411+STABILITY: SURFACE MOTION
 AB2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2411+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1995
 AB2411
 AB2411  HISTORY     - Date     Condition        Report By
 AB2411  HISTORY     - UNK      MONUMENTED       NPS
 AB2411  HISTORY     - 19950104 GOOD             FLDEP
 AB2411
 AB2411                          STATION DESCRIPTION
 AB2411
 AB2411'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AB2411'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2411'EVERGLADES NATIONAL PARK, BEHIND THE VISITORS CENTER IN FLAMINGO. TO
 AB2411'REACH THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAY 1 AND PALM DRIVE
 AB2411'(SW.  3 STREET) IN FLORIDA CITY, GO WEST ON PALM DRIVE (STATE ROAD 27,
 AB2411'SW.  3 STREET) FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF TOWER ROAD
 AB2411'(SW.  192 AVENUE) , TURN LEFT ON TOWER ROAD (STATE ROAD 27, SW 192
 AB2411'AVENUE) AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF SW.  376
 AB2411'STREET (STATE ROAD 27) ON THE RIGHT, TURN RIGHT ON SW. 376 STREET
 AB2411'(STATE ROAD 27, PARK ROAD) AND GO WEST FOR 5.4 MI (8.7 KM) TO THE
 AB2411'EVERGLADES NATIONAL PARK ENTRANCE BUILDING, CONTINUE WEST-NORTHWEST ON
 AB2411'PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64 KM) TO THE TURNOFF FOR
 AB2411'LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27)
 AB2411'FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE ROAD TO PA-HAY-OKEE
 AB2411'LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON PARK ROAD (STATE
 AB2411'ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A ROAD ON THE RIGHT
 AB2411'TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD (STATE ROAD 27) FOR
 AB2411'4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO POURATIS POND ON THE
 AB2411'RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD 27) FOR 6.5 MI (10.5
 AB2411'KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE LEFT, CONTINUE
 AB2411'SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI (5.87 KM) TO THE
 AB2411'PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD
 AB2411'27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER BUTTONWOOD CANAL,
 AB2411'CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 0.6 MI (1.0 KM) TO
 AB2411'THE JUNCTION OF A PAVED ROAD ON THE LEFT (TO FLAMINGO VISITOR CENTER)
 AB2411', TURN LEFT ON THE PAVED ROAD AND GO SOUTHEAST FOR 0.15 MI (0.24 KM)
 AB2411'TO THE VISITOR CENTER AND THE END OF TRUCK TRAVEL, WALKING GO
 AB2411'SOUTHEAST FOR ABOUT 100.0 FT (30.5 M) AND GOING THROUGH THE BREEZEWAY
 AB2411'TO THE SEAWALL AND THE MARK, SET FLUSH IN THE TOP OF THE CONCRETE
 AB2411'SEAWALL. LOCATED 106.5 FT (32.5 M) EAST-SOUTHEAST OF THE APPROXIMATE
 AB2411'CENTERLINE OF THE DRIVEWAY TO THE VISITOR CENTER, 97.0 FT (29.6 M)
 AB2411'NORTHEAST OF SURVEY MARK MLW, 58.8 FT (17.9 M) EAST-SOUTHEAST OF A 7.5
 AB2411'FT (2.3 M) HIGH CONCRETE PILING OF THE CONCRETE RAMP THE LEADS TO THE
 AB2411'UPPER ENTRANCE TO THE VISITOR CENTER AND 46.7 FT (14.2 M) SOUTH OF THE
 AB2411'SOUTHEAST CORNER OF THE VISITOR INFORMATION CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2792 ***********************************************************************
 AQ2792  DESIGNATION -  1 N
 AQ2792  PID         -  AQ2792
 AQ2792  STATE/COUNTY-  FL/VOLUSIA
 AQ2792  USGS QUAD   -  PIERSON (1977)
 AQ2792
 AQ2792                         *CURRENT SURVEY CONTROL
 AQ2792  ___________________________________________________________________
 AQ2792* NAD 83(1999)-  29 10 15.92847(N)    081 27 48.04811(W)     ADJUSTED  
 AQ2792* NAVD 88     -        11.2    (meters)      37.     (feet)  GPS OBS   
 AQ2792  ___________________________________________________________________
 AQ2792  X           -     827,357.486 (meters)                     COMP
 AQ2792  Y           -  -5,511,855.582 (meters)                     COMP
 AQ2792  Z           -   3,090,464.779 (meters)                     COMP
 AQ2792  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AQ2792  ELLIP HEIGHT-         -17.07  (meters)          (05/31/01) GPS OBS
 AQ2792  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ2792
 AQ2792  HORZ ORDER  -  B
 AQ2792  ELLP ORDER  -  FIFTH     CLASS I
 AQ2792
 AQ2792.The horizontal coordinates were established by GPS observations
 AQ2792.and adjusted by the National Geodetic Survey in May 2001..
 AQ2792
 AQ2792.The orthometric height was determined by GPS observations and a
 AQ2792.high-resolution geoid model.
 AQ2792
 AQ2792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2792
 AQ2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2792
 AQ2792.The ellipsoidal height was determined by GPS observations
 AQ2792.and is referenced to NAD 83.
 AQ2792
 AQ2792.The geoid height was determined by GEOID03.
 AQ2792
 AQ2792;                    North         East     Units Scale Factor Converg.
 AQ2792;SPC FL E     -   536,081.028   154,928.943   MT  0.99996623   -0 13 33.1
 AQ2792;SPC FL E     - 1,758,792.51    508,296.04   sFT  0.99996623   -0 13 33.1
 AQ2792;UTM  17      - 3,227,030.101   454,944.321   MT  0.99962505   -0 13 33.1
 AQ2792
 AQ2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2792!SPC FL E     -   1.00000268  x   0.99996623  =   0.99996891
 AQ2792!UTM  17      -   1.00000268  x   0.99962505  =   0.99962773
 AQ2792
 AQ2792                          SUPERSEDED SURVEY CONTROL
 AQ2792
 AQ2792  NAD 83(1990)-  29 10 15.92728(N)    081 27 48.04778(W) AD(       ) B
 AQ2792  ELLIP H (06/02/94)  -17.09   (m)                       GP(       ) 3 1
 AQ2792
 AQ2792.Superseded values are not recommended for survey control.
 AQ2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2792.See file dsdata.txt to determine how the superseded data were derived.
 AQ2792
 AQ2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5494427030(NAD 83)
 AQ2792_MARKER: DD = SURVEY DISK
 AQ2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2792_SP_SET: CONCRETE POST
 AQ2792_STAMPING: 1 N 1962 38 FT
 AQ2792_MARK LOGO: USGS  
 AQ2792_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2792+STABILITY: SURFACE MOTION
 AQ2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2792+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AQ2792
 AQ2792  HISTORY     - Date     Condition        Report By
 AQ2792  HISTORY     - 1962     MONUMENTED       USGS
 AQ2792  HISTORY     - 19930331 GOOD             NGS
 AQ2792  HISTORY     - 20030410 GOOD             FL-127
 AQ2792  HISTORY     - 20060110 GOOD             USPSQD
 AQ2792
 AQ2792                          STATION DESCRIPTION
 AQ2792
 AQ2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AQ2792'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) EAST OF VOLUSIA, 3.2 KM
 AQ2792'(2.00 MI) SOUTH OF EMPORIA ON THE SOUTH SIDE OF STATE HIGHWAY 40 NEAR
 AQ2792'THE EXTENDED CENTERLINE OF A DIRT ROAD (JERICO ROAD).
 AQ2792'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AQ2792'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 AQ2792'HIGHWAY 40 LOCATED ABOUT 24.1 KM (14.95 MI) NORTH OF DELAND, GO WEST
 AQ2792'ALONG STATE HIGHWAY 40 FOR 4.5 KM (2.80 MI) TO A DIRT ROAD RIGHT
 AQ2792'(JERICO ROAD) AND THE STATION ON THE LEFT.
 AQ2792'THE STATION PROJECTS 3 CM ABOVE THE GROUND.  LOCATED 11.7 M (38.4 FT)
 AQ2792'SOUTH FROM THE CENTERLINE OF STATE HIGHWAY 40, 7.9 M (25.9 FT) NORTH
 AQ2792'FROM A FENCE LINE AND 3.4 M (11.2 FT) SOUTHEAST FROM POWER POLE
 AQ2792'NUMBER A26174.
 AQ2792
 AQ2792                          STATION RECOVERY (2003)
 AQ2792
 AQ2792'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ2792'RECOVERED IN GOOD CONDITION.
 AQ2792
 AQ2792                          STATION RECOVERY (2006)
 AQ2792
 AQ2792'RECOVERY NOTE BY US POWER SQUADRON 2006
 AQ2792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9840 ***********************************************************************
 AC9840  DESIGNATION -  1 RJN
 AC9840  PID         -  AC9840
 AC9840  STATE/COUNTY-  FL/PUTNAM
 AC9840  USGS QUAD   -  SALT SPRINGS (1994)
 AC9840
 AC9840                         *CURRENT SURVEY CONTROL
 AC9840  ___________________________________________________________________
 AC9840* NAD 83(1986)-  29 22 29.     (N)    081 44 08.     (W)     SCALED    
 AC9840* NAVD 88     -        15.724  (meters)      51.59   (feet)  ADJUSTED  
 AC9840  ___________________________________________________________________
 AC9840  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AC9840  DYNAMIC HT  -          15.703 (meters)      51.52  (feet)  COMP
 AC9840  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 AC9840
 AC9840  VERT ORDER  -  SECOND    CLASS I
 AC9840
 AC9840.The horizontal coordinates were scaled from a topographic map and have
 AC9840.an estimated accuracy of +/- 6 seconds.
 AC9840
 AC9840.The orthometric height was determined by differential leveling
 AC9840.and adjusted by the National Geodetic Survey in September 1997..
 AC9840
 AC9840.Photographs are available for this station.
 AC9840
 AC9840.The geoid height was determined by GEOID03.
 AC9840
 AC9840.The dynamic height is computed by dividing the NAVD 88
 AC9840.geopotential number by the normal gravity value computed on the
 AC9840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9840.degrees latitude (g = 980.6199 gals.).
 AC9840
 AC9840.The modeled gravity was interpolated from observed gravity values.
 AC9840
 AC9840;                    North         East    Units  Estimated Accuracy
 AC9840;SPC FL E     -   558,790.      128,590.      MT  (+/- 180 meters Scaled)
 AC9840
 AC9840                          SUPERSEDED SURVEY CONTROL
 AC9840
 AC9840.No superseded survey control is available for this station.
 AC9840
 AC9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN286497(NAD 83)
 AC9840_MARKER: DD = SURVEY DISK
 AC9840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9840_SP_SET: CULVERT HEADWALL
 AC9840_STAMPING: 1 RJN 1967 53
 AC9840_MARK LOGO: USGS  
 AC9840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9840+STABILITY: SURFACE MOTION
 AC9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9840+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9840
 AC9840  HISTORY     - Date     Condition        Report By
 AC9840  HISTORY     - 1967     MONUMENTED       USGS
 AC9840  HISTORY     - 19960814 GOOD             FLDEP
 AC9840  HISTORY     - 20040628 GOOD             FLDEP
 AC9840
 AC9840                          STATION DESCRIPTION
 AC9840
 AC9840'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9840'THE MARK IS ABOUT 1.05 MI (1.69 KM) NORTH OF SALT SPRINGS IN SECTION
 AC9840'7, TOWNSHIP 13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 AC9840'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9840'SALT SPRINGS, GO NORTH ON STATE ROAD 19 FOR 1.1 MI (1.8 KM) TO THE
 AC9840'MARK ON THE RIGHT, SET IN THE TOP OF THE NORTHEAST END OF THE CONCRETE
 AC9840'CULVERT HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD
 AC9840'19. LOCATED 30.4 FT (9.3 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AC9840'STATE ROAD 19, 12.2 FT (3.7 M) NORTH OF THE SOUTH END OF THE CULVERT
 AC9840'HEADWALL AND 0.5 FT (15.2 CM) SOUTH OF A CARSONITE WITNESS POST.
 AC9840
 AC9840                          STATION RECOVERY (2004)
 AC9840
 AC9840'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9840'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH6889 ***********************************************************************
 DH6889  DESIGNATION -  1 SKS
 DH6889  PID         -  DH6889
 DH6889  STATE/COUNTY-  FL/LAKE
 DH6889  USGS QUAD   -  EUSTIS (1980)
 DH6889
 DH6889                         *CURRENT SURVEY CONTROL
 DH6889  ___________________________________________________________________
 DH6889* NAD 83(1986)-  28 51 10.     (N)    081 39 07.     (W)     SCALED    
 DH6889* NAVD 88     -        50.674  (meters)     166.25   (feet)  ADJUSTED  
 DH6889  ___________________________________________________________________
 DH6889  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DH6889  DYNAMIC HT  -          50.602 (meters)     166.02  (feet)  COMP
 DH6889  MODELED GRAV-     979,237.1   (mgal)                       NAVD 88
 DH6889
 DH6889  VERT ORDER  -  SECOND    CLASS I
 DH6889
 DH6889.The horizontal coordinates were scaled from a topographic map and have
 DH6889.an estimated accuracy of +/- 6 seconds.
 DH6889
 DH6889.The orthometric height was determined by differential leveling
 DH6889.and adjusted by the National Geodetic Survey in January 2006..
 DH6889.No vertical observational check was made to the station.
 DH6889
 DH6889.The geoid height was determined by GEOID03.
 DH6889
 DH6889.The dynamic height is computed by dividing the NAVD 88
 DH6889.geopotential number by the normal gravity value computed on the
 DH6889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6889.degrees latitude (g = 980.6199 gals.).
 DH6889
 DH6889.The modeled gravity was interpolated from observed gravity values.
 DH6889
 DH6889;                    North         East    Units  Estimated Accuracy
 DH6889;SPC FL E     -   500,890.      136,390.      MT  (+/- 180 meters Scaled)
 DH6889
 DH6889                          SUPERSEDED SURVEY CONTROL
 DH6889
 DH6889.No superseded survey control is available for this station.
 DH6889
 DH6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM364918(NAD 83)
 DH6889_MARKER: DB = BENCH MARK DISK
 DH6889_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH6889_STAMPING: 1 SKS 1960 1.67
 DH6889_MARK LOGO: USGS  
 DH6889_PROJECTION: PROJECTING 5 CENTIMETERS
 DH6889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6889+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6889
 DH6889  HISTORY     - Date     Condition        Report By
 DH6889  HISTORY     - 1960     MONUMENTED       USGS
 DH6889  HISTORY     - 20040719 GOOD             FLDEP
 DH6889
 DH6889                          STATION DESCRIPTION
 DH6889
 DH6889'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6889'THE MARK IS ABOUT 25.0 MI WEST OF DELAND, 2.0 MI EAST OF EUSTIS, IN
 DH6889'SECTION 7, TOWNSHIP 19  SOUTH, RANGE 27 EAST.
 DH6889' 
 DH6889'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6889'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6889'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6889'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6889'BYPASS), CONTINUE EAST ON STATE HIGHWAY 44 FOR 0.05 MI TO THE MARK ON
 DH6889'THE RIGHT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.2
 DH6889'FT ABOVE THE  LEVEL OF THE GROUND AND 1.0 FT ABOVE THE LEVEL OF STATE
 DH6889'HIGHWAY 44.
 DH6889' 
 DH6889'LOCATED 290.0 FT EAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD 44A,
 DH6889'35.0 FT WEST OF THE  APPROXIMATE CENTERLINE OF A DRIVEWAY AT 3000,
 DH6889'25.5 FT SOUTH OF THE SOUTH EDGE OF  PAVEMENT OF STATE HIGHWAY 44, 10.5
 DH6889'FT EAST OF POWER POLE NUMBER 131134074280 AND 0.4 FT  SOUTH OF A
 DH6889'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6683 ***********************************************************************
 AG6683  DESIGNATION -  1 ST PETERSBURG
 AG6683  PID         -  AG6683
 AG6683  STATE/COUNTY-  FL/PINELLAS
 AG6683  USGS QUAD   -  PORT TAMPA (1983)
 AG6683
 AG6683                         *CURRENT SURVEY CONTROL
 AG6683  ___________________________________________________________________
 AG6683* NAD 83(1986)-  27 49 43.     (N)    082 36 35.     (W)     SCALED    
 AG6683* NAVD 88     -         0.804  (meters)       2.64   (feet)  ADJUSTED  
 AG6683  ___________________________________________________________________
 AG6683  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG6683  DYNAMIC HT  -           0.803 (meters)       2.63  (feet)  COMP
 AG6683  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AG6683
 AG6683  VERT ORDER  -  SECOND    CLASS II
 AG6683
 AG6683.The horizontal coordinates were scaled from a topographic map and have
 AG6683.an estimated accuracy of +/- 6 seconds.
 AG6683
 AG6683.The orthometric height was determined by differential leveling
 AG6683.and adjusted by the National Geodetic Survey in June 1991..
 AG6683
 AG6683.The geoid height was determined by GEOID03.
 AG6683
 AG6683.The dynamic height is computed by dividing the NAVD 88
 AG6683.geopotential number by the normal gravity value computed on the
 AG6683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6683.degrees latitude (g = 980.6199 gals.).
 AG6683
 AG6683.The modeled gravity was interpolated from observed gravity values.
 AG6683
 AG6683;                    North         East    Units  Estimated Accuracy
 AG6683;SPC FL W     -   387,370.      139,940.      MT  (+/- 180 meters Scaled)
 AG6683
 AG6683                          SUPERSEDED SURVEY CONTROL
 AG6683
 AG6683  NGVD 29 (??/??/92)    1.066  (m)            3.50   (f) ADJ UNCH    2 2
 AG6683
 AG6683.Superseded values are not recommended for survey control.
 AG6683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6683.See file dsdata.txt to determine how the superseded data were derived.
 AG6683
 AG6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414792(NAD 83)
 AG6683_MARKER: DB = BENCH MARK DISK
 AG6683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6683_SP_SET: SIDEWALK
 AG6683_STAMPING: NO 1 1975
 AG6683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6683
 AG6683  HISTORY     - Date     Condition        Report By
 AG6683  HISTORY     - 1975     MONUMENTED       FLDT
 AG6683  HISTORY     - 19910521 GOOD             USPSQD
 AG6683  HISTORY     - 20030316 GOOD             USPSQD
 AG6683
 AG6683                          STATION DESCRIPTION
 AG6683
 AG6683'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6683'AT ST PETERSBURG.
 AG6683'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG6683'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S.
 AG6683'19 FOR 0.7 MILE TO THE T JUNCTION OF PINELLAS POINT DR. (S.R. 687),
 AG6683'TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 0. 65 MILE
 AG6683'TO A Y JUNCTION OF S.R. 687 (TO THE NE) AND PINELLAS POINT DR.
 AG6683'(TO THE EAST), CONTINUE EASTERLY AND SOUTHERLY ON PINELLAS POINT
 AG6683'DR. FOR 0.55 MILE TO THE T JUNCTION OF 70TH AVE. S. (PINELLAS
 AG6683'POINT DR.), TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR
 AG6683'1.65 MILE TO 4TH STREET S., TURN RIGHT AND RUN SOUTHEASTERLY FOR
 AG6683'0.1 MILE TO BOAT RAMP AT BAY VISTA CITY PARK.  STATION IS IN
 AG6683'CONCRETE WALKWAY TO BOAT DOCK, 11.0 FT. EAST OF THE WEST END OF
 AG6683'WALKWAY, 2.4 FT. NORTH OF SOUTH EDGE OF WALKWAY, 2.6 FT. SOUTH
 AG6683'OF THE NORTH EDGE OF WALKWAY.  SET IN TOP OF CONCRETE WALKWAY.
 AG6683'SECTION 18, T 32 S, R 17 E.
 AG6683
 AG6683                          STATION RECOVERY (1991)
 AG6683
 AG6683'RECOVERY NOTE BY US POWER SQUADRON 1991 (ACD)
 AG6683'RECOVERED IN GOOD CONDITION.
 AG6683
 AG6683                          STATION RECOVERY (2003)
 AG6683
 AG6683'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG6683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0756 ***********************************************************************
 BE0756  TIDAL BM    -  This is a Tidal Bench Mark.
 BE0756  DESIGNATION -  1 USE
 BE0756  PID         -  BE0756
 BE0756  STATE/COUNTY-  FL/BAY
 BE0756  USGS QUAD   -  PANAMA CITY (1982)
 BE0756
 BE0756                         *CURRENT SURVEY CONTROL
 BE0756  ___________________________________________________________________
 BE0756* NAD 83(1986)-  30 09 20.     (N)    085 39 35.     (W)     SCALED    
 BE0756* NAVD 88     -         6.124  (meters)      20.09   (feet)  ADJUSTED  
 BE0756  ___________________________________________________________________
 BE0756  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0756  DYNAMIC HT  -           6.115 (meters)      20.06  (feet)  COMP
 BE0756  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 BE0756
 BE0756  VERT ORDER  -  FIRST     CLASS II
 BE0756
 BE0756.The horizontal coordinates were scaled from a topographic map and have
 BE0756.an estimated accuracy of +/- 6 seconds.
 BE0756
 BE0756.The orthometric height was determined by differential leveling
 BE0756.and adjusted by the National Geodetic Survey in June 1991..
 BE0756.WARNING-Repeat measurements at this control monument indicate possible
 BE0756.vertical movement.
 BE0756
 BE0756.This Tidal Bench Mark is designated as VM 779
 BE0756.by the Center for Operational Oceanographic Products and Services.
 BE0756
 BE0756.This Tidal Bench Mark is designated as VM 10004
 BE0756.by the Center for Operational Oceanographic Products and Services.
 BE0756
 BE0756.The geoid height was determined by GEOID03.
 BE0756
 BE0756.The dynamic height is computed by dividing the NAVD 88
 BE0756.geopotential number by the normal gravity value computed on the
 BE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0756.degrees latitude (g = 980.6199 gals.).
 BE0756
 BE0756.The modeled gravity was interpolated from observed gravity values.
 BE0756
 BE0756;                    North         East    Units  Estimated Accuracy
 BE0756;SPC FL N     -   128,660.      488,290.      MT  (+/- 180 meters Scaled)
 BE0756
 BE0756                          SUPERSEDED SURVEY CONTROL
 BE0756
 BE0756  NGVD 29 (??/??/92)    6.272  (m)           20.58   (f) ADJ UNCH    1 2
 BE0756
 BE0756.Superseded values are not recommended for survey control.
 BE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0756.See file dsdata.txt to determine how the superseded data were derived.
 BE0756
 BE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU290367(NAD 83)
 BE0756_MARKER: DJ = TIDAL STATION DISK
 BE0756_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE0756+WITH SETTING: PAVEMENT
 BE0756_STAMPING: 1 1933 20.577
 BE0756_MARK LOGO: USE   
 BE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0756+STABILITY: SURFACE MOTION
 BE0756
 BE0756  HISTORY     - Date     Condition        Report By
 BE0756  HISTORY     - 1933     MONUMENTED       DOD
 BE0756  HISTORY     - 1967     GOOD             NGS
 BE0756  HISTORY     - 1984     GOOD             FLDNR
 BE0756  HISTORY     - 1987     GOOD             USPSQD
 BE0756  HISTORY     - 1989     GOOD             USPSQD
 BE0756  HISTORY     - 1990     GOOD             USPSQD
 BE0756  HISTORY     - 19970301 GOOD             USPSQD
 BE0756
 BE0756                          STATION DESCRIPTION
 BE0756
 BE0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0756'AT PANAMA CITY.
 BE0756'AT PANAMA CITY, AT THE INTERSECTION OF 4 TH STREET AND LUVERNE
 BE0756'AVENUE, AT THE POLICE DEPT. BUIDLING, SET ON THE TOP OF THE
 BE0756'BOTTOM STEP OF THE MAIN (SOUTH) ENTRANCE TO THE BUILDING, 148
 BE0756'FEET EAST OF THE EAST CURB OF HARRISON AVENUE, 43 FEET WEST OF
 BE0756'THE WEST CURB OF LUVERNE AVENUE, 18.5 FEET NORTH OF THE NORTH
 BE0756'CURB OF 4 TH STREET AND 1/2 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 BE0756'NOTE-- MASSALINA BAYOU, ST ANDREW BAY.
 BE0756
 BE0756                          STATION RECOVERY (1984)
 BE0756
 BE0756'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE0756'RECOVERED IN GOOD CONDITION EXCEPT THE BUILDING IS NOW OCCUPIED BY THE
 BE0756'BAY HUMANITIES COUNCIL.
 BE0756
 BE0756                          STATION RECOVERY (1987)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE0756'RECOVERED IN GOOD CONDITION.
 BE0756
 BE0756                          STATION RECOVERY (1989)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0756'RECOVERED IN GOOD CONDITION.
 BE0756
 BE0756                          STATION RECOVERY (1990)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0756'RECOVERED IN GOOD CONDITION.
 BE0756
 BE0756                          STATION RECOVERY (1997)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5157 ***********************************************************************
 AB5157  DESIGNATION -  1 WHC
 AB5157  PID         -  AB5157
 AB5157  STATE/COUNTY-  FL/LAKE
 AB5157  USGS QUAD   -  UMATILLA (1985)
 AB5157
 AB5157                         *CURRENT SURVEY CONTROL
 AB5157  ___________________________________________________________________
 AB5157* NAD 83(1986)-  28 55 55.     (N)    081 40 02.     (W)     SCALED    
 AB5157* NAVD 88     -        29.472  (meters)      96.69   (feet)  ADJUSTED  
 AB5157  ___________________________________________________________________
 AB5157  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AB5157  DYNAMIC HT  -          29.430 (meters)      96.55  (feet)  COMP
 AB5157  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 AB5157
 AB5157  VERT ORDER  -  SECOND    CLASS I
 AB5157
 AB5157.The horizontal coordinates were scaled from a topographic map and have
 AB5157.an estimated accuracy of +/- 6 seconds.
 AB5157
 AB5157.The orthometric height was determined by differential leveling
 AB5157.and adjusted by the National Geodetic Survey in September 1996..
 AB5157
 AB5157.Photographs are available for this station.
 AB5157
 AB5157.The geoid height was determined by GEOID03.
 AB5157
 AB5157.The dynamic height is computed by dividing the NAVD 88
 AB5157.geopotential number by the normal gravity value computed on the
 AB5157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5157.degrees latitude (g = 980.6199 gals.).
 AB5157
 AB5157.The modeled gravity was interpolated from observed gravity values.
 AB5157
 AB5157;                    North         East    Units  Estimated Accuracy
 AB5157;SPC FL E     -   509,670.      134,950.      MT  (+/- 180 meters Scaled)
 AB5157
 AB5157                          SUPERSEDED SURVEY CONTROL
 AB5157
 AB5157.No superseded survey control is available for this station.
 AB5157
 AB5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN349006(NAD 83)
 AB5157_MARKER: DB = BENCH MARK DISK
 AB5157_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5157_SP_SET: PAD
 AB5157_STAMPING: 1 WHC 1962 98
 AB5157_MARK LOGO: USGS  
 AB5157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5157+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AB5157
 AB5157  HISTORY     - Date     Condition        Report By
 AB5157  HISTORY     - 1962     MONUMENTED       USGS
 AB5157  HISTORY     - 19940329 GOOD             FLDEP
 AB5157  HISTORY     - 19980107 GOOD             FLDEP
 AB5157
 AB5157                          STATION DESCRIPTION
 AB5157
 AB5157'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5157'THE MARK IS IN UMATILLA ABOUT 15.6 MI (25.1 KM) NORTHEAST OF LEESBURG
 AB5157'IN SECTION 12, TOWNSHIP 18 SOUTH, RANGE 26 EAST.  TO REACH THE MARK
 AB5157'FROM THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD
 AB5157'450 WEST IN UMATILLA, GO NORTH ON STATE ROAD 19 FOR 0.05 MI (0.08 KM)
 AB5157'TO PAYTON'S UMATILLA TIRE 431 NORTH CENTRAL AVENUE (STATE ROAD 19) AND
 AB5157'THE MARK ON THE LEFT, SET IN THE TOP OF A RAISED SECTION OF A CONCRETE
 AB5157'PAD PROJECTING 0.6 FT (18.3 CM) ABOVE THE LEVEL OF THE GROUND AND
 AB5157'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF STATE ROAD 19. LOCATED 225.0
 AB5157'FT (68.6 M) NORTH OF THE INTERSECTION OF COUNTY ROAD 450 AND STATE
 AB5157'ROAD 19, 45.6 FT (13.9 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 AB5157'ROAD 19, 29.5 FT (9.0 M) SOUTHEAST OF THE NORTH END OF THE BUILDING,
 AB5157'16.0 FT (4.9 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND
 AB5157'1.7 FT (0.5 M) SOUTH OF A METAL WITNESS POST.
 AB5157
 AB5157                          STATION RECOVERY (1998)
 AB5157
 AB5157'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AB5157'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3541 ***********************************************************************
 BE3541  DESIGNATION -  10
 BE3541  PID         -  BE3541
 BE3541  STATE/COUNTY-  FL/BAY
 BE3541  USGS QUAD   -  ALLANTON (1992)
 BE3541
 BE3541                         *CURRENT SURVEY CONTROL
 BE3541  ___________________________________________________________________
 BE3541* NAD 83(1990)-  30 02 53.74460(N)    085 24 57.29171(W)     ADJUSTED  
 BE3541* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BE3541  ___________________________________________________________________
 BE3541  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BE3541  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3541
 BE3541  HORZ ORDER  -  SECOND
 BE3541
 BE3541.The horizontal coordinates were established by classical geodetic methods
 BE3541.and adjusted by the National Geodetic Survey in May 1991..
 BE3541
 BE3541.The orthometric height was scaled from a topographic map.
 BE3541
 BE3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3541
 BE3541.The geoid height was determined by GEOID03.
 BE3541
 BE3541;                    North         East     Units Scale Factor Converg.
 BE3541;SPC FL N     -   116,551.745   511,674.939   MT  0.99995058   -0 27 37.0
 BE3541;SPC FL N     -   382,386.85  1,678,720.20   sFT  0.99995058   -0 27 37.0
 BE3541;UTM  16      - 3,325,190.508   652,717.184   MT  0.99988775   +0 47 36.1
 BE3541
 BE3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3541!SPC FL N     -   1.00000421  x   0.99995058  =   0.99995479
 BE3541!UTM  16      -   1.00000421  x   0.99988775  =   0.99989196
 BE3541
 BE3541|---------------------------------------------------------------------|
 BE3541| PID    Reference Object                     Distance      Geod. Az  |
 BE3541|                                                           dddmmss.s |
 BE3541| CW2607 10 RM 1                              29.910 METERS 13338     |
 BE3541| BE3546 5                                   APPROX. 1.6 KM 1335716.7 |
 BE3541| CW2608 10 RM 2                              23.130 METERS 24853     |
 BE3541| BE3540 CHIM                                APPROX. 1.0 KM 3082648.3 |
 BE3541|---------------------------------------------------------------------|
 BE3541
 BE3541                          SUPERSEDED SURVEY CONTROL
 BE3541
 BE3541  NAD 83(1986)-  30 02 53.75476(N)    085 24 57.30641(W) AD(       ) 2
 BE3541  NAD 27      -  30 02 53.02300(N)    085 24 57.59100(W) AD(       ) 2
 BE3541
 BE3541.Superseded values are not recommended for survey control.
 BE3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3541.See file dsdata.txt to determine how the superseded data were derived.
 BE3541
 BE3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5271725191(NAD 83)
 BE3541_MARKER: DB = BENCH MARK DISK
 BE3541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BE3541
 BE3541  HISTORY     - Date     Condition        Report By
 BE3541  HISTORY     - 1934     MONUMENTED       USE
 BE3541  HISTORY     - 1946     GOOD             CGS
 BE3541  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3541
 BE3541                          STATION DESCRIPTION
 BE3541
 BE3541'DESCRIBED BY US ENGINEERS 1934 (WDP)
 BE3541'STATION IS LOCATED ON THE NE SHORE OF EAST BAY.  ON A POINT
 BE3541'ABOUT 1/2 MILE E OF HARRISON BAYOU, LOCALLY KNOWN AS SANDY
 BE3541'CREEK.  ABOUT 1 MILE NW OF THE WETAPPO RIVER.  33.0 METERS E
 BE3541'OF THE W SHORE.  49.0 METERS N OF THE S SHORE.  AND 66.0 METERS
 BE3541'NE OF THE POINT.  STATION IS MARKED BY A CORPS OF ENGINEERS
 BE3541'BENCH MARK DISK SET IN CONCRETE IN THE TOP OF A 4-INCH IRON
 BE3541'PIPE AND STAMPED U.S.E.D. 10.
 BE3541'
 BE3541'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3541'CONCRETE, IN THE TOP OF A TILE.
 BE3541'
 BE3541'REFERENCE MARK NO. 1, 1934 IS LOCATED 29.9 METERS S OF THE
 BE3541'STATION.  SET IN THE TOP OF A 6-INCH TILE PIPE.  AND STAMPED
 BE3541'U.S.E.D. 10, 1934 NO. 1.  REFERENCE MARK NO. 2, 1934 IS LOCATED
 BE3541'23.1 METERS W OF THE STATION.  SET IN THE TOP OF A 6-INCH TILE
 BE3541'PIPE.  AND STAMPED U.S.E.D. 10, 1934 NO. 2.
 BE3541'
 BE3541'HEIGHT OF LIGHT ABOVE STATION MARK 20.5 METERS.
 BE3541
 BE3541                          STATION RECOVERY (1946)
 BE3541
 BE3541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3541'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BE3541'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES FROM REFERENCE
 BE3541'MARKS TO STATION MEASURED AND FOUND TO BE CORRECT.
 BE3541
 BE3541                          STATION RECOVERY (1995)
 BE3541
 BE3541'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1585 ***********************************************************************
 BE1585  DESIGNATION -  10 29 M
 BE1585  PID         -  BE1585
 BE1585  STATE/COUNTY-  FL/WAKULLA
 BE1585  USGS QUAD   -  SOPCHOPPY (1972)
 BE1585
 BE1585                         *CURRENT SURVEY CONTROL
 BE1585  ___________________________________________________________________
 BE1585* NAD 83(1986)-  30 01 46.     (N)    084 23 25.     (W)     SCALED    
 BE1585* NAVD 88     -         2.809  (meters)       9.22   (feet)  ADJUSTED  
 BE1585  ___________________________________________________________________
 BE1585  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BE1585  DYNAMIC HT  -           2.805 (meters)       9.20  (feet)  COMP
 BE1585  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 BE1585
 BE1585  VERT ORDER  -  SECOND    CLASS I
 BE1585
 BE1585.The horizontal coordinates were scaled from a topographic map and have
 BE1585.an estimated accuracy of +/- 6 seconds.
 BE1585
 BE1585.The orthometric height was determined by differential leveling
 BE1585.and adjusted by the National Geodetic Survey in June 1991..
 BE1585
 BE1585.The geoid height was determined by GEOID03.
 BE1585
 BE1585.The dynamic height is computed by dividing the NAVD 88
 BE1585.geopotential number by the normal gravity value computed on the
 BE1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1585.degrees latitude (g = 980.6199 gals.).
 BE1585
 BE1585.The modeled gravity was interpolated from observed gravity values.
 BE1585
 BE1585;                    North         East    Units  Estimated Accuracy
 BE1585;SPC FL N     -   114,120.      610,580.      MT  (+/- 180 meters Scaled)
 BE1585
 BE1585                          SUPERSEDED SURVEY CONTROL
 BE1585
 BE1585.No superseded survey control is available for this station.
 BE1585
 BE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU516249(NAD 83)
 BE1585_MARKER: DB = BENCH MARK DISK
 BE1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1585_SP_SET: CONCRETE POST
 BE1585_STAMPING: 10 29 M 1943
 BE1585_MARK LOGO: USGS  
 BE1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1585+STABILITY: SURFACE MOTION
 BE1585
 BE1585  HISTORY     - Date     Condition        Report By
 BE1585  HISTORY     - 1943     MONUMENTED       USGS
 BE1585  HISTORY     - 1977     GOOD             FLDNR
 BE1585  HISTORY     - 1986     GOOD             FLDNR
 BE1585
 BE1585                          STATION DESCRIPTION
 BE1585
 BE1585'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1585'PANACEA.
 BE1585'BEGINNING AT THE POST OFFICE AT PANACEA GO SOUTHERLY ALONG US 98 0.05
 BE1585'MILES OR 460 FEET. MARK BEARS 40 FEET EAST OF US 98 CENTERLINE, 18
 BE1585'FEET NORTHEAST OF A UTILITY POLE.
 BE1585
 BE1585                          STATION RECOVERY (1986)
 BE1585
 BE1585'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7486 ***********************************************************************
 AL7486  DESIGNATION -  10 71 A14
 AL7486  PID         -  AL7486
 AL7486  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7486  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7486
 AL7486                         *CURRENT SURVEY CONTROL
 AL7486  ___________________________________________________________________
 AL7486* NAD 83(1990)-  28 00 26.81128(N)    082 07 00.21994(W)     ADJUSTED  
 AL7486* NAVD 88     -        39.28   (+/-2cm)     128.9    (feet)  VERTCON   
 AL7486  ___________________________________________________________________
 AL7486  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AL7486  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AL7486
 AL7486  HORZ ORDER  -  SECOND
 AL7486  VERT ORDER  -  THIRD ? (See Below)
 AL7486
 AL7486.The horizontal coordinates were established by classical geodetic methods
 AL7486.and adjusted by the National Geodetic Survey in May 1991..
 AL7486
 AL7486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7486.The vertical order pertains to the NGVD 29 superseded value.
 AL7486
 AL7486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7486
 AL7486.The geoid height was determined by GEOID03.
 AL7486
 AL7486;                    North         East     Units Scale Factor Converg.
 AL7486;SPC FL W     -   407,039.766   188,519.900   MT  0.99994280   -0 03 17.3
 AL7486;SPC FL W     - 1,335,429.63    618,502.37   sFT  0.99994280   -0 03 17.3
 AL7486;UTM  17      - 3,098,529.872   390,204.145   MT  0.99974879   -0 31 28.0
 AL7486
 AL7486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7486!SPC FL W     -   0.99999785  x   0.99994280  =   0.99994065
 AL7486!UTM  17      -   0.99999785  x   0.99974879  =   0.99974664
 AL7486
 AL7486                          SUPERSEDED SURVEY CONTROL
 AL7486
 AL7486  NAD 83(1986)-  28 00 26.81782(N)    082 07 00.24194(W) AD(       ) 2
 AL7486  NGVD 29 (06/09/89)   39.54   (m)          129.7    (f) LEVELING    3  
 AL7486
 AL7486.Superseded values are not recommended for survey control.
 AL7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7486.See file dsdata.txt to determine how the superseded data were derived.
 AL7486
 AL7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9020498530(NAD 83)
 AL7486_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AL7486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7486+STABILITY: SURFACE MOTION
 AL7486
 AL7486  HISTORY     - Date     Condition        Report By
 AL7486  HISTORY     - UNK      MONUMENTED
 AL7486  HISTORY     - 1983     GOOD             FL-057
 AL7486  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7486
 AL7486                          STATION DESCRIPTION
 AL7486
 AL7486'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7486'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE INTERSECTION OF
 AL7486'HWY 39 AND INTERSTATE 4.
 AL7486'
 AL7486'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4
 AL7486'PROCEED SOUTH ON HWY 39 1.3 MILES TO THE INTERSECTION WITH BAKER
 AL7486'STREET, THEN EAST ON BAKER STREET TO THE INTERSECTION WITH COLLINS
 AL7486'STREET, THEN SOUTH ON COLLINS STREET 0.55 MILE TO THE INTERSECTION
 AL7486'WITH ALSOBROOK STREET, THEN EAST ON ALSOBROOK 0.25 MILE.  STATION IS
 AL7486'ON THE NORTH SIDE OF STREET.
 AL7486'
 AL7486'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7486'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7486'WITH THE GROUND, LOCATED 4 FEET EAST OF A METAL WITNESS POST, 25.5
 AL7486'FEET WEST OF A POWER POLE WITH METAL TAG, 64 FEET EAST OF A POWER POLE
 AL7486'WITH METAL TAG, 82.8 FEET NORTH NORTHWEST OF A 15 INCH MAPLE TREE, 22
 AL7486'FEET NORTH OF THE CENTERLINE OF EAST ALSOBROOK STREET.
 AL7486
 AL7486                          STATION RECOVERY (2006)
 AL7486
 AL7486'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7487 ***********************************************************************
 AL7487  DESIGNATION -  10 71 A16
 AL7487  PID         -  AL7487
 AL7487  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7487  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7487
 AL7487                         *CURRENT SURVEY CONTROL
 AL7487  ___________________________________________________________________
 AL7487* NAD 83(1990)-  28 00 26.45354(N)    082 06 30.93225(W)     ADJUSTED  
 AL7487* NAVD 88     -        43.13   (+/-2cm)     141.5    (feet)  VERTCON   
 AL7487  ___________________________________________________________________
 AL7487  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AL7487  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AL7487
 AL7487  HORZ ORDER  -  SECOND
 AL7487  VERT ORDER  -  THIRD ? (See Below)
 AL7487
 AL7487.The horizontal coordinates were established by classical geodetic methods
 AL7487.and adjusted by the National Geodetic Survey in May 1991..
 AL7487
 AL7487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7487.The vertical order pertains to the NGVD 29 superseded value.
 AL7487
 AL7487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7487
 AL7487.The geoid height was determined by GEOID03.
 AL7487
 AL7487;                    North         East     Units Scale Factor Converg.
 AL7487;SPC FL W     -   407,028.015   189,320.009   MT  0.99994258   -0 03 03.6
 AL7487;SPC FL W     - 1,335,391.08    621,127.40   sFT  0.99994258   -0 03 03.6
 AL7487;UTM  17      - 3,098,511.568   391,003.974   MT  0.99974663   -0 31 14.3
 AL7487
 AL7487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7487!SPC FL W     -   0.99999725  x   0.99994258  =   0.99993983
 AL7487!UTM  17      -   0.99999725  x   0.99974663  =   0.99974388
 AL7487
 AL7487                          SUPERSEDED SURVEY CONTROL
 AL7487
 AL7487  NAD 83(1986)-  28 00 26.45986(N)    082 06 30.95411(W) AD(       ) 2
 AL7487  NGVD 29 (06/09/89)   43.39   (m)          142.4    (f) LEVELING    3  
 AL7487
 AL7487.Superseded values are not recommended for survey control.
 AL7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7487.See file dsdata.txt to determine how the superseded data were derived.
 AL7487
 AL7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9100498512(NAD 83)
 AL7487_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AL7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7487+STABILITY: SURFACE MOTION
 AL7487
 AL7487  HISTORY     - Date     Condition        Report By
 AL7487  HISTORY     - UNK      MONUMENTED
 AL7487  HISTORY     - 1983     GOOD             FL-057
 AL7487  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7487
 AL7487                          STATION DESCRIPTION
 AL7487
 AL7487'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7487'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE INTERSECTION OF
 AL7487'HWY 39 AND INTERSTATE 4.
 AL7487'
 AL7487'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4
 AL7487'PROCEED SOUTH ON HWY 39 FOR 1.3 MILE TO THE INTERSECTION WITH BAKER
 AL7487'STREET, THEN EAST ON BAKER STREET TO THE INTERSECTION WITH COLLINS
 AL7487'STREET, THEN SOUTH ON COLLINS STREET FOR 0.55 MILE TO THE INTERSECTION
 AL7487'WITH ALSOBROOK STREET (STATE ROAD S-524-A EAST), THEN EAST ON
 AL7487'ALSOBROOK STREET 0.75 MILE TO STATION ON SOUTH SIDE OF STREET.
 AL7487'
 AL7487'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7487'BRONZE DISK SET INTO THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7487'WITH THE GROUND, LOCATED 7.5 FEET NORTH OF A METAL WITNESS POST, 52
 AL7487'FEET EAST NORTHEAST OF A TELEPHONE METAL WITNESS POST, 43.1 FEET WEST
 AL7487'NORTHWEST OF A FENCE POST, 47.7 FEET SOUTH OF THE CENTERLINE OF
 AL7487'ALSOBROOK STREET.
 AL7487
 AL7487                          STATION RECOVERY (2006)
 AL7487
 AL7487'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8621 ***********************************************************************
 AG8621  DESIGNATION -  10 71 B01A
 AG8621  PID         -  AG8621
 AG8621  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8621  USGS QUAD   -  NICHOLS (1987)
 AG8621
 AG8621                         *CURRENT SURVEY CONTROL
 AG8621  ___________________________________________________________________
 AG8621* NAD 83(1990)-  27 59 47.08340(N)    082 06 47.54309(W)     ADJUSTED  
 AG8621* NAVD 88     -        41.33   (+/-2cm)     135.6    (feet)  VERTCON   
 AG8621  ___________________________________________________________________
 AG8621  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AG8621  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AG8621
 AG8621  HORZ ORDER  -  SECOND
 AG8621  VERT ORDER  -  THIRD ? (See Below)
 AG8621
 AG8621.The horizontal coordinates were established by classical geodetic methods
 AG8621.and adjusted by the National Geodetic Survey in May 1991..
 AG8621.No horizontal observational check was made to the station.
 AG8621
 AG8621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8621.The vertical order pertains to the NGVD 29 superseded value.
 AG8621
 AG8621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8621
 AG8621.The geoid height was determined by GEOID03.
 AG8621
 AG8621;                    North         East     Units Scale Factor Converg.
 AG8621;SPC FL W     -   405,816.559   188,865.088   MT  0.99994271   -0 03 11.3
 AG8621;SPC FL W     - 1,331,416.49    619,634.88   sFT  0.99994271   -0 03 11.3
 AG8621;UTM  17      - 3,097,304.116   390,539.232   MT  0.99974788   -0 31 21.4
 AG8621
 AG8621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8621!SPC FL W     -   0.99999753  x   0.99994271  =   0.99994024
 AG8621!UTM  17      -   0.99999753  x   0.99974788  =   0.99974541
 AG8621
 AG8621                          SUPERSEDED SURVEY CONTROL
 AG8621
 AG8621  NAD 83(1986)-  27 59 47.09008(N)    082 06 47.56556(W) AD(       ) 2
 AG8621  NGVD 29 (06/09/89)   41.59   (m)          136.4    (f) LEVELING    3  
 AG8621
 AG8621.Superseded values are not recommended for survey control.
 AG8621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8621.See file dsdata.txt to determine how the superseded data were derived.
 AG8621
 AG8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9053997304(NAD 83)
 AG8621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8621+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2005
 AG8621
 AG8621  HISTORY     - Date     Condition        Report By
 AG8621  HISTORY     - UNK      MONUMENTED
 AG8621  HISTORY     - 1983     GOOD             FL-057
 AG8621  HISTORY     - 20051120 GOOD             USPSQD
 AG8621
 AG8621                          STATION DESCRIPTION
 AG8621
 AG8621'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AG8621'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE INTERSECTION OF
 AG8621'HWY 39 AND INTERSTATE 4.
 AG8621'
 AG8621'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE
 AG8621'4 PROCEED SOUTH ON HWY 39 FOR 1.3 MILE TO THE INTERSECTION WITH
 AG8621'BAKER STREET, THEN CONTINUE SOUTH ON HWY 39 (COLLINS STREET), 1.4 MILE
 AG8621'TO THE INTERSECTION WITH S-39B, GO EAST ON S-39B AT THE WEST END OF
 AG8621'A CONCRETE HEADWALL.
 AG8621'
 AG8621'STATION MARK IS A STANDARD FLDT BRONZE DISK STAMPED---10-71-B01A---
 AG8621'LOCATED 4.3 FEET NORTH OF A METAL WITNESS POST, 41.9 FEET NORTH
 AG8621'NORTHEAST OF A 14 INCH OAK WITH METAL TAG, 51.1 FEET NORTHEAST OF A
 AG8621'10 INCH OAK WITH METAL TAG, 4.9 FEET NORTH OF THE WEST END OF A
 AG8621'CONCRETE HEADWALL, 24.6 FEET SOUTH OF THE CENTERLINE OF STATE ROAD
 AG8621'S-39B.
 AG8621
 AG8621                          STATION RECOVERY (2005)
 AG8621
 AG8621'RECOVERY NOTE BY US POWER SQUADRON 2005 (GJM)
 AG8621'SITE OF NEW WALGREENS PHARMACY, LANDSCAPING IS NEW .DRAINAGE IS NEW
 AG8621'DUE TO INSTALLATION OF WIDENED ROADS BOTH HWY 39 AND STATE ROAD 39B
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8622 ***********************************************************************
 AG8622  DESIGNATION -  10 71 B11
 AG8622  PID         -  AG8622
 AG8622  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8622  USGS QUAD   -  DOVER (1987)
 AG8622
 AG8622                         *CURRENT SURVEY CONTROL
 AG8622  ___________________________________________________________________
 AG8622* NAD 83(1990)-  27 54 34.84530(N)    082 07 38.35658(W)     ADJUSTED  
 AG8622* NAVD 88     -        30.36   (+/-2cm)      99.6    (feet)  VERTCON   
 AG8622  ___________________________________________________________________
 AG8622  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AG8622  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AG8622
 AG8622  HORZ ORDER  -  SECOND
 AG8622  VERT ORDER  -  THIRD ? (See Below)
 AG8622
 AG8622.The horizontal coordinates were established by classical geodetic methods
 AG8622.and adjusted by the National Geodetic Survey in May 1991..
 AG8622
 AG8622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8622.The vertical order pertains to the NGVD 29 superseded value.
 AG8622
 AG8622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8622
 AG8622.The geoid height was determined by GEOID03.
 AG8622
 AG8622;                    North         East     Units Scale Factor Converg.
 AG8622;SPC FL W     -   396,206.863   187,466.747   MT  0.99994311   -0 03 34.5
 AG8622;SPC FL W     - 1,299,888.68    615,047.15   sFT  0.99994311   -0 03 34.5
 AG8622;UTM  17      - 3,087,708.036   389,062.596   MT  0.99975190   -0 31 39.8
 AG8622
 AG8622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8622!SPC FL W     -   0.99999921  x   0.99994311  =   0.99994232
 AG8622!UTM  17      -   0.99999921  x   0.99975190  =   0.99975111
 AG8622
 AG8622                          SUPERSEDED SURVEY CONTROL
 AG8622
 AG8622  NAD 83(1986)-  27 54 34.85312(N)    082 07 38.37974(W) AD(       ) 2
 AG8622  NGVD 29 (06/09/89)   30.63   (m)          100.5    (f) LEVELING    3  
 AG8622
 AG8622.Superseded values are not recommended for survey control.
 AG8622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8622.See file dsdata.txt to determine how the superseded data were derived.
 AG8622
 AG8622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8906387708(NAD 83)
 AG8622_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8622+STABILITY: SURFACE MOTION
 AG8622
 AG8622  HISTORY     - Date     Condition        Report By
 AG8622  HISTORY     - UNK      MONUMENTED
 AG8622  HISTORY     - 1984     GOOD             FL-057
 AG8622
 AG8622                          STATION DESCRIPTION
 AG8622
 AG8622'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8622'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8622'
 AG8622'THE STATION IS LOCATED ON HWY 39, APPROXIMATELY 2.0 MILES NORTH
 AG8622'OF KEYSVILLE ROAD.
 AG8622'
 AG8622'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND KEYSVILLE
 AG8622'ROAD, PROCEED NORTH ON HWY 39 FOR ABOUT 2.0 MILES TO THE STATION ON
 AG8622'THE WEST SHOULDER OF HWY 39.
 AG8622'
 AG8622'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B11---SET
 AG8622'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8622'BELOW GROUND, LOCATED 19.3 FEET WEST OF A PK NAIL IN THE CENTERLINE
 AG8622'OF HWY 39, 54.8 FEET SOUTHEAST OF A POWER POLE NUMBERED 40, 17.0
 AG8622'FEET SOUTHEAST OF A METAL JUNCTION BOX(TELEPHONE), 30.6 FEET EAST OF
 AG8622'A BARBWIRE FENCE.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY
 AG8622'TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8623 ***********************************************************************
 AG8623  DESIGNATION -  10 71 B12
 AG8623  PID         -  AG8623
 AG8623  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8623  USGS QUAD   -  DOVER (1987)
 AG8623
 AG8623                         *CURRENT SURVEY CONTROL
 AG8623  ___________________________________________________________________
 AG8623* NAD 83(1990)-  27 53 51.17567(N)    082 07 38.15890(W)     ADJUSTED  
 AG8623* NAVD 88     -        30.55   (+/-2cm)     100.2    (feet)  VERTCON   
 AG8623  ___________________________________________________________________
 AG8623  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AG8623  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AG8623
 AG8623  HORZ ORDER  -  SECOND
 AG8623  VERT ORDER  -  THIRD ? (See Below)
 AG8623
 AG8623.The horizontal coordinates were established by classical geodetic methods
 AG8623.and adjusted by the National Geodetic Survey in May 1991..
 AG8623
 AG8623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8623.The vertical order pertains to the NGVD 29 superseded value.
 AG8623
 AG8623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8623
 AG8623.The geoid height was determined by GEOID03.
 AG8623
 AG8623;                    North         East     Units Scale Factor Converg.
 AG8623;SPC FL W     -   394,862.663   187,470.755   MT  0.99994311   -0 03 34.4
 AG8623;SPC FL W     - 1,295,478.59    615,060.30   sFT  0.99994311   -0 03 34.4
 AG8623;UTM  17      - 3,086,364.105   389,055.624   MT  0.99975192   -0 31 39.0
 AG8623
 AG8623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8623!SPC FL W     -   0.99999917  x   0.99994311  =   0.99994228
 AG8623!UTM  17      -   0.99999917  x   0.99975192  =   0.99975110
 AG8623
 AG8623                          SUPERSEDED SURVEY CONTROL
 AG8623
 AG8623  NAD 83(1986)-  27 53 51.18330(N)    082 07 38.18201(W) AD(       ) 2
 AG8623  NGVD 29 (06/09/89)   30.83   (m)          101.1    (f) LEVELING    3  
 AG8623
 AG8623.Superseded values are not recommended for survey control.
 AG8623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8623.See file dsdata.txt to determine how the superseded data were derived.
 AG8623
 AG8623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8905686364(NAD 83)
 AG8623_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8623+STABILITY: SURFACE MOTION
 AG8623
 AG8623  HISTORY     - Date     Condition        Report By
 AG8623  HISTORY     - UNK      MONUMENTED
 AG8623  HISTORY     - 1984     GOOD             FL-057
 AG8623
 AG8623                          STATION DESCRIPTION
 AG8623
 AG8623'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8623'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8623'
 AG8623'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF THE PINECREST
 AG8623'AREA OF SOUTHEASTERN HILLSBOROUGH COUNTY.
 AG8623'
 AG8623'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 39 AND
 AG8623'KEYSVILLE ROAD, PROCEED NORTH ON HWY 39 FOR ABOUT 0.7 MILES TO THE
 AG8623'STATION ON THE WEST SHOULDER.
 AG8623'
 AG8623'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B12---SET
 AG8623'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8623'BELOW THE GROUND, LOCATED 41.5 FEET WEST OF THE CENTERLINE OF HWY 39,
 AG8623'89.0 FEET NORTHWEST OF THE NORTH END OF A METAL DRIVEWAY PIPE, 5.7
 AG8623'FEET NORTHEAST OF POWER POLE NUMBER 19, 81.4 FEET SOUTH SOUTHEAST OF
 AG8623'POWER POLE NUMBER 19-1/2.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8623'COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8624 ***********************************************************************
 AG8624  DESIGNATION -  10 71 B13
 AG8624  PID         -  AG8624
 AG8624  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8624  USGS QUAD   -  DOVER (1987)
 AG8624
 AG8624                         *CURRENT SURVEY CONTROL
 AG8624  ___________________________________________________________________
 AG8624* NAD 83(1990)-  27 53 28.63059(N)    082 07 35.74823(W)     ADJUSTED  
 AG8624* NAVD 88     -        24.36   (+/-2cm)      79.9    (feet)  VERTCON   
 AG8624  ___________________________________________________________________
 AG8624  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AG8624  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AG8624
 AG8624  HORZ ORDER  -  SECOND
 AG8624  VERT ORDER  -  THIRD ? (See Below)
 AG8624
 AG8624.The horizontal coordinates were established by classical geodetic methods
 AG8624.and adjusted by the National Geodetic Survey in May 1991..
 AG8624
 AG8624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8624.The vertical order pertains to the NGVD 29 superseded value.
 AG8624
 AG8624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8624
 AG8624.The geoid height was determined by GEOID03.
 AG8624
 AG8624;                    North         East     Units Scale Factor Converg.
 AG8624;SPC FL W     -   394,168.636   187,535.962   MT  0.99994309   -0 03 33.2
 AG8624;SPC FL W     - 1,293,201.60    615,274.24   sFT  0.99994309   -0 03 33.2
 AG8624;UTM  17      - 3,085,669.701   389,115.150   MT  0.99975176   -0 31 37.5
 AG8624
 AG8624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8624!SPC FL W     -   1.00000015  x   0.99994309  =   0.99994324
 AG8624!UTM  17      -   1.00000015  x   0.99975176  =   0.99975191
 AG8624
 AG8624                          SUPERSEDED SURVEY CONTROL
 AG8624
 AG8624  NAD 83(1986)-  27 53 28.63803(N)    082 07 35.77121(W) AD(       ) 2
 AG8624  NGVD 29 (06/09/89)   24.64   (m)           80.8    (f) LEVELING    3  
 AG8624
 AG8624.Superseded values are not recommended for survey control.
 AG8624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8624.See file dsdata.txt to determine how the superseded data were derived.
 AG8624
 AG8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8911585670(NAD 83)
 AG8624_MARKER: DD = SURVEY DISK
 AG8624_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG8624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8624_STAMPING: 10-71-B13
 AG8624_MARK LOGO: FLDT  
 AG8624_PROJECTION: RECESSED 15 CENTIMETERS
 AG8624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG8624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8624+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AG8624
 AG8624  HISTORY     - Date     Condition        Report By
 AG8624  HISTORY     - UNK      MONUMENTED       FLDT
 AG8624  HISTORY     - 1984     GOOD             FL-057
 AG8624  HISTORY     - 20001031 GOOD             FL-057
 AG8624
 AG8624                          STATION DESCRIPTION
 AG8624
 AG8624'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8624'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8624'
 AG8624'THE STATION IS LOCATED IN THE ALAFIA AREA, ABOUT 3 MILES NORTHEAST OF
 AG8624'PINECREST, IN EAST HILLSBOROUGH COUNTY.
 AG8624'
 AG8624'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 39 AND
 AG8624'KEYSVILLE ROAD, PROCEED NORTH ON STATE ROAD 39 FOR ABOUT 0.3 MILES
 AG8624'THE STATION ON THE RIGHT SIDE OF THE ROAD.
 AG8624'
 AG8624'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B13---SET
 AG8624'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8624'BELOW THE GROUND, LOCATED 35.2 FEET EAST OF THE CENTERLINE OF HWY 39,
 AG8624'24.7 FEET NORTHWEST OF A POWER POLE, 134.5 FEET SOUTH OF THE SOUTH
 AG8624'END OF A CONCRETE HEADWALL, 15.9 FEET WEST OF A METAL WITNESS POST.
 AG8624'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION.
 AG8624
 AG8624                          STATION RECOVERY (2000)
 AG8624
 AG8624'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA)
 AG8624'THE MARK IS ABOUT 8.6 MI SOUTH OF PLANT CITY, 2.8 MI NORTHWEST OF
 AG8624'KEYSVILLE, IN SECTION 8,
 AG8624'TOWNSHIP 30 SOUTH, RANGE 22 EAST.
 AG8624' 
 AG8624'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS
 AG8624'STREET) AND THE POST
 AG8624'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST
 AG8624'ON U.S. HIGHWAY 92
 AG8624'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE
 AG8624'INTERSECTION OF
 AG8624'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39
 AG8624'AND GO SOUTH FOR
 AG8624'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY
 AG8624'ROAD 39 FOR 3.3
 AG8624'MI TO THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE
 AG8624'INTERSECTION OF
 AG8624'KEYSVILLE ROAD AND COUNTY ROAD 39, ABOUT 2.8 MI NORTHWEST OF
 AG8624'KEYSVILLE, GO NORTH ON
 AG8624'COUNTY ROAD 39 FOR 0.3 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF
 AG8624'A 4-INCH SQUARE
 AG8624'CONCRETE MONUMENT RECESSED AND 0.6 FT BELOW THE LEVEL OF THE GROUND.
 AG8624' 
 AG8624'LOCATED 134.5 FT SOUTH OF THE SOUTH END OF A CONCRETE HEADWALL, 24.7
 AG8624'FT NORTHWEST OF A
 AG8624'WOOD POWER POLE NUMBER 35905-39302, 23.4 FT EAST OF A NAIL AND HILLS
 AG8624'COUNTY DISK IN THE
 AG8624'EAST EDGE OF THE PAVEMENT OF COUNTY ROAD 39 AND 16.0 FT WEST OF A
 AG8624'METAL WITNESS POST
 AG8624'WITH A FL. D.O.T. SIGN ATTACHED.
 AG8624' 
 AG8624'THIS MARK WAS NOT LEVELED TO AT THIS TIME.
 AG8624'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8625 ***********************************************************************
 AG8625  DESIGNATION -  10 71 B14
 AG8625  PID         -  AG8625
 AG8625  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8625  USGS QUAD   -  DOVER (1987)
 AG8625
 AG8625                         *CURRENT SURVEY CONTROL
 AG8625  ___________________________________________________________________
 AG8625* NAD 83(1990)-  27 53 11.41268(N)    082 07 37.29799(W)     ADJUSTED  
 AG8625* NAVD 88     -        22.84   (+/-2cm)      74.9    (feet)  VERTCON   
 AG8625  ___________________________________________________________________
 AG8625  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AG8625  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AG8625
 AG8625  HORZ ORDER  -  SECOND
 AG8625  VERT ORDER  -  THIRD ? (See Below)
 AG8625
 AG8625.The horizontal coordinates were established by classical geodetic methods
 AG8625.and adjusted by the National Geodetic Survey in May 1991..
 AG8625
 AG8625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8625.The vertical order pertains to the NGVD 29 superseded value.
 AG8625
 AG8625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8625
 AG8625.The geoid height was determined by GEOID03.
 AG8625
 AG8625;                    North         East     Units Scale Factor Converg.
 AG8625;SPC FL W     -   393,638.697   187,493.029   MT  0.99994311   -0 03 33.9
 AG8625;SPC FL W     - 1,291,462.96    615,133.38   sFT  0.99994311   -0 03 33.9
 AG8625;UTM  17      - 3,085,140.232   389,067.901   MT  0.99975189   -0 31 37.9
 AG8625
 AG8625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8625!SPC FL W     -   1.00000038  x   0.99994311  =   0.99994349
 AG8625!UTM  17      -   1.00000038  x   0.99975189  =   0.99975227
 AG8625
 AG8625                          SUPERSEDED SURVEY CONTROL
 AG8625
 AG8625  NAD 83(1986)-  27 53 11.41989(N)    082 07 37.32091(W) AD(       ) 2
 AG8625  NGVD 29 (06/09/89)   23.12   (m)           75.9    (f) LEVELING    3  
 AG8625
 AG8625.Superseded values are not recommended for survey control.
 AG8625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8625.See file dsdata.txt to determine how the superseded data were derived.
 AG8625
 AG8625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8906885140(NAD 83)
 AG8625_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8625+STABILITY: SURFACE MOTION
 AG8625
 AG8625  HISTORY     - Date     Condition        Report By
 AG8625  HISTORY     - UNK      MONUMENTED
 AG8625  HISTORY     - 1984     GOOD             FL-057
 AG8625
 AG8625                          STATION DESCRIPTION
 AG8625
 AG8625'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8625'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8625'
 AG8625'THE STATION IS LOCATED IN THE ALAFIA AREA, ABOUT 3 MILES NORTHEAST OF
 AG8625'PINECREST, IN EAST HILLSBOROUGH COUNTY.
 AG8625'
 AG8625'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND COUNTY
 AG8625'ROAD 640, PROCEED NORTH OF HWY 39 FOR ABOUT 3.3 MILES TO THE
 AG8625'INTERSECTION WITH KEYSVILLE ROAD, STATION IS IN THE SOUTHEAST CORNER
 AG8625'OF THE INTERSECTION.
 AG8625'
 AG8625'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B14---SET
 AG8625'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8625'BELOW THE GROUND, LOCATED 90.5 FEET EAST OF THE CENTERLINE OF HWY 39,
 AG8625'22.3 FEET SOUTH OF THE CENTERLINE OF KEYSVILLE ROAD, 50.2 FEET
 AG8625'SOUTHEAST OF A GTE MANHOLE, 77.8 FEET SOUTHWEST OF THE SOUTHWEST
 AG8625'CORNER OF A CONCRETE BLOCK BUILDING, 11.7 FEET NORTH OF A METAL
 AG8625'WITNESS POST, 12.7 FEET NORTH OF A BARBWIRE FENCE.  THERE IS NO
 AG8625'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7488 ***********************************************************************
 AL7488  DESIGNATION -  10 71 C19
 AL7488  PID         -  AL7488
 AL7488  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7488  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7488
 AL7488                         *CURRENT SURVEY CONTROL
 AL7488  ___________________________________________________________________
 AL7488* NAD 83(1990)-  28 04 50.69275(N)    082 06 06.19104(W)     ADJUSTED  
 AL7488* NAVD 88     -        32.28   (+/-2cm)     105.9    (feet)  VERTCON   
 AL7488  ___________________________________________________________________
 AL7488  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AL7488  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AL7488
 AL7488  HORZ ORDER  -  SECOND
 AL7488  VERT ORDER  -  THIRD ? (See Below)
 AL7488
 AL7488.The horizontal coordinates were established by classical geodetic methods
 AL7488.and adjusted by the National Geodetic Survey in May 1991..
 AL7488.No horizontal observational check was made to the station.
 AL7488
 AL7488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7488.The vertical order pertains to the NGVD 29 superseded value.
 AL7488
 AL7488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7488
 AL7488.The geoid height was determined by GEOID03.
 AL7488
 AL7488;                    North         East     Units Scale Factor Converg.
 AL7488;SPC FL W     -   415,161.137   190,002.710   MT  0.99994241   -0 02 52.4
 AL7488;SPC FL W     - 1,362,074.50    623,367.22   sFT  0.99994241   -0 02 52.4
 AL7488;UTM  17      - 3,106,637.213   391,753.250   MT  0.99974462   -0 31 07.1
 AL7488
 AL7488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7488!SPC FL W     -   0.99999900  x   0.99994241  =   0.99994141
 AL7488!UTM  17      -   0.99999900  x   0.99974462  =   0.99974362
 AL7488
 AL7488                          SUPERSEDED SURVEY CONTROL
 AL7488
 AL7488  NAD 83(1986)-  28 04 50.69253(N)    082 06 06.21030(W) AD(       ) 2
 AL7488  NGVD 29 (06/09/89)   32.54   (m)          106.8    (f) LEVELING    3  
 AL7488
 AL7488.Superseded values are not recommended for survey control.
 AL7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7488.See file dsdata.txt to determine how the superseded data were derived.
 AL7488
 AL7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9175306637(NAD 83)
 AL7488_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7488+STABILITY: SURFACE MOTION
 AL7488
 AL7488  HISTORY     - Date     Condition        Report By
 AL7488  HISTORY     - UNK      MONUMENTED
 AL7488  HISTORY     - 1983     GOOD             FL-057
 AL7488
 AL7488                          STATION DESCRIPTION
 AL7488
 AL7488'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7488'THE STATION IS LOCATED ABOUT 3 MILES NORTH NORTHEAST OF THE
 AL7488'INTERSECTION OF INTERSTATE 4 AND HWY 39.
 AL7488'
 AL7488'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4
 AL7488'PROCEED NORTH ON HWY 39 2.5 MILES TO THE INTERSECTION WITH KNIGHTS-
 AL7488'GRIFFIN ROAD, THEN EAST, RIGHT, ON KNIGHTS-GRIFFIN ROAD 2.5 MILES TO
 AL7488'STATION ON LEFT.
 AL7488'
 AL7488'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7488'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7488'WITH THE GROUND, LOCATED 4 FEET EAST OF A METAL WITNESS POST, 45.1
 AL7488'FEET WEST SOUTHWEST OF A CITRUS TREE WITH METAL TAG, 42.3 FEET SOUTH
 AL7488'SOUTHWEST OF A CITRUS TREE WITH A METAL TAG, 35.3 FEET NORTHWEST OF
 AL7488'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 129.2 FEET NORTH OF THE
 AL7488'CENTERLINE OF KNIGHTS-GRIFFIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7490 ***********************************************************************
 AL7490  DESIGNATION -  10 71 F04
 AL7490  PID         -  AL7490
 AL7490  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7490  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7490
 AL7490                         *CURRENT SURVEY CONTROL
 AL7490  ___________________________________________________________________
 AL7490* NAD 83(1990)-  28 03 03.86791(N)    082 05 49.42271(W)     ADJUSTED  
 AL7490* NAVD 88     -        38.55   (+/-2cm)     126.5    (feet)  VERTCON   
 AL7490  ___________________________________________________________________
 AL7490  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AL7490  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AL7490
 AL7490  HORZ ORDER  -  SECOND
 AL7490  VERT ORDER  -  THIRD ? (See Below)
 AL7490
 AL7490.The horizontal coordinates were established by classical geodetic methods
 AL7490.and adjusted by the National Geodetic Survey in May 1991..
 AL7490
 AL7490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7490.The vertical order pertains to the NGVD 29 superseded value.
 AL7490
 AL7490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7490
 AL7490.The geoid height was determined by GEOID03.
 AL7490
 AL7490;                    North         East     Units Scale Factor Converg.
 AL7490;SPC FL W     -   411,872.514   190,457.878   MT  0.99994230   -0 02 44.3
 AL7490;SPC FL W     - 1,351,285.07    624,860.55   sFT  0.99994230   -0 02 44.3
 AL7490;UTM  17      - 3,103,345.616   392,181.310   MT  0.99974348   -0 30 57.4
 AL7490
 AL7490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7490!SPC FL W     -   0.99999800  x   0.99994230  =   0.99994030
 AL7490!UTM  17      -   0.99999800  x   0.99974348  =   0.99974148
 AL7490
 AL7490                          SUPERSEDED SURVEY CONTROL
 AL7490
 AL7490  NAD 83(1986)-  28 03 03.86837(N)    082 05 49.44279(W) AD(       ) 2
 AL7490  NGVD 29 (06/09/89)   38.81   (m)          127.3    (f) LEVELING    3  
 AL7490
 AL7490.Superseded values are not recommended for survey control.
 AL7490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7490.See file dsdata.txt to determine how the superseded data were derived.
 AL7490
 AL7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9218103346(NAD 83)
 AL7490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AL7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7490+STABILITY: SURFACE MOTION
 AL7490
 AL7490  HISTORY     - Date     Condition        Report By
 AL7490  HISTORY     - UNK      MONUMENTED
 AL7490  HISTORY     - 1983     GOOD             FL-057
 AL7490  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7490
 AL7490                          STATION DESCRIPTION
 AL7490
 AL7490'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7490'THE STATION IS LOCATED ABOUT 14 MILES EAST NORTHEAST OF THE
 AL7490'INTERSECTION OF INTERSTATES 4 AND 75.
 AL7490'
 AL7490'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7490'STREET PROCEED NORTH ON PARK STREET 0.7 MILE TO THE INTERSECTION WITH
 AL7490'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7490'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 0.2 MILE TO
 AL7490'STATION ON LEFT.
 AL7490'
 AL7490'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7490'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7490'WITH THE GROUND, LOCATED 9 FEET EAST OF A METAL WITNESS POST, 9.3 FEET
 AL7490'EAST SOUTHEAST OF A TELEPHONE POLE WITH METAL TAG, 73.8 FEET NORTHEAST
 AL7490'OF A CITRUS TREE, 16.5 FEET WEST OF THE CENTERLINE OF WILDER ROAD.
 AL7490'THERE IS NO UNDERGROUND MARK.  STATION IS A COUNTY TRAVERSE.
 AL7490
 AL7490                          STATION RECOVERY (2006)
 AL7490
 AL7490'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7491 ***********************************************************************
 AL7491  DESIGNATION -  10 71 F05
 AL7491  PID         -  AL7491
 AL7491  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7491  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7491
 AL7491                         *CURRENT SURVEY CONTROL
 AL7491  ___________________________________________________________________
 AL7491* NAD 83(1990)-  28 03 18.13033(N)    082 05 49.11178(W)     ADJUSTED  
 AL7491* NAVD 88     -        36.01   (+/-2cm)     118.1    (feet)  VERTCON   
 AL7491  ___________________________________________________________________
 AL7491  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AL7491  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AL7491
 AL7491  HORZ ORDER  -  SECOND
 AL7491  VERT ORDER  -  THIRD ? (See Below)
 AL7491
 AL7491.The horizontal coordinates were established by classical geodetic methods
 AL7491.and adjusted by the National Geodetic Survey in May 1991..
 AL7491
 AL7491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7491.The vertical order pertains to the NGVD 29 superseded value.
 AL7491
 AL7491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7491
 AL7491.The geoid height was determined by GEOID03.
 AL7491
 AL7491;                    North         East     Units Scale Factor Converg.
 AL7491;SPC FL W     -   412,311.528   190,466.718   MT  0.99994230   -0 02 44.2
 AL7491;SPC FL W     - 1,352,725.40    624,889.56   sFT  0.99994230   -0 02 44.2
 AL7491;UTM  17      - 3,103,784.455   392,193.751   MT  0.99974344   -0 30 57.5
 AL7491
 AL7491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7491!SPC FL W     -   0.99999840  x   0.99994230  =   0.99994070
 AL7491!UTM  17      -   0.99999840  x   0.99974344  =   0.99974184
 AL7491
 AL7491                          SUPERSEDED SURVEY CONTROL
 AL7491
 AL7491  NAD 83(1986)-  28 03 18.13066(N)    082 05 49.13175(W) AD(       ) 2
 AL7491  NGVD 29 (06/09/89)   36.27   (m)          119.0    (f) LEVELING    3  
 AL7491
 AL7491.Superseded values are not recommended for survey control.
 AL7491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7491.See file dsdata.txt to determine how the superseded data were derived.
 AL7491
 AL7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9219403784(NAD 83)
 AL7491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AL7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7491+STABILITY: SURFACE MOTION
 AL7491
 AL7491  HISTORY     - Date     Condition        Report By
 AL7491  HISTORY     - UNK      MONUMENTED
 AL7491  HISTORY     - 1983     GOOD             FL-057
 AL7491  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7491
 AL7491                          STATION DESCRIPTION
 AL7491
 AL7491'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7491'THE STATION IS LOCATED 14 MILES NORTHEAST OF INTERSECTION OF
 AL7491'INTERSTATES 4 AND 75.
 AL7491'
 AL7491'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7491'STREET PROCEED NORTH ON PARK STRET 0.7 MILE TO THE INTERSECTION WITH
 AL7491'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO INTERSECTION
 AL7491'WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 0.5 MILE TO STATION ON
 AL7491'RIGHT.
 AL7491'
 AL7491'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7491'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7491'WITH THE GROUND, LOCATED 3.7 FEET EAST OF A MEATAL WITNESS POST, 9.4
 AL7491'FEET NORTH OF A POWER POLE, 32.1 FEET NORTH NORTHWEST OF A POWER POLE,
 AL7491'62.5 FEET NORTHEAST OF A TELEPHONE POLE NUMBERED 84, 23.6 FEET NORTH
 AL7491'OF THE CENTERLINE OF WILDER ROAD.
 AL7491
 AL7491                          STATION RECOVERY (2006)
 AL7491
 AL7491'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7492 ***********************************************************************
 AL7492  DESIGNATION -  10 71 F07
 AL7492  PID         -  AL7492
 AL7492  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7492  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7492
 AL7492                         *CURRENT SURVEY CONTROL
 AL7492  ___________________________________________________________________
 AL7492* NAD 83(1990)-  28 03 56.92846(N)    082 05 49.20751(W)     ADJUSTED  
 AL7492* NAVD 88     -        34.47   (+/-2cm)     113.1    (feet)  VERTCON   
 AL7492  ___________________________________________________________________
 AL7492  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AL7492  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AL7492
 AL7492  HORZ ORDER  -  SECOND
 AL7492  VERT ORDER  -  THIRD ? (See Below)
 AL7492
 AL7492.The horizontal coordinates were established by classical geodetic methods
 AL7492.and adjusted by the National Geodetic Survey in May 1991..
 AL7492
 AL7492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7492.The vertical order pertains to the NGVD 29 superseded value.
 AL7492
 AL7492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7492
 AL7492.The geoid height was determined by GEOID03.
 AL7492
 AL7492;                    North         East     Units Scale Factor Converg.
 AL7492;SPC FL W     -   413,505.801   190,465.055   MT  0.99994230   -0 02 44.3
 AL7492;SPC FL W     - 1,356,643.62    624,884.10   sFT  0.99994230   -0 02 44.3
 AL7492;UTM  17      - 3,104,978.464   392,201.893   MT  0.99974342   -0 30 58.2
 AL7492
 AL7492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7492!SPC FL W     -   0.99999865  x   0.99994230  =   0.99994095
 AL7492!UTM  17      -   0.99999865  x   0.99974342  =   0.99974207
 AL7492
 AL7492                          SUPERSEDED SURVEY CONTROL
 AL7492
 AL7492  NAD 83(1986)-  28 03 56.92854(N)    082 05 49.22731(W) AD(       ) 2
 AL7492  NGVD 29 (06/09/89)   34.73   (m)          113.9    (f) LEVELING    3  
 AL7492
 AL7492.Superseded values are not recommended for survey control.
 AL7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7492.See file dsdata.txt to determine how the superseded data were derived.
 AL7492
 AL7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9220204978(NAD 83)
 AL7492_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL7492_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AL7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7492+STABILITY: SURFACE MOTION
 AL7492
 AL7492  HISTORY     - Date     Condition        Report By
 AL7492  HISTORY     - UNK      MONUMENTED
 AL7492  HISTORY     - 1983     GOOD             FL-057
 AL7492  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7492
 AL7492                          STATION DESCRIPTION
 AL7492
 AL7492'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7492'THE STATION IS LOCATED 14 MILES EAST NORTHEAST OF INTERSTATES 4
 AL7492'75.
 AL7492'
 AL7492'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7492'STREET PROCEED NORTH ON PARK STREET 0.7 MILE TO THE INTERSECTION WITH
 AL7492'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7492'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD TO THE
 AL7492'INTERSECTION WITH MIDWAY AVENUE.  STATION IS IN THE SOUTHEAST CORNER.
 AL7492'
 AL7492'THE STATION IS A FLDT DISK LOCATED 10 FEET WEST OF A METAL WITNESS
 AL7492'POST, 46.8 FEET EAST NORTHEAST OF A GUY POLE WITH METAL TAG, 29.5 FEET
 AL7492'EAST OF THE CENTERLINE OF WILDER ROAD, 30.5 FEET SOUTH OF THE
 AL7492'CENTERLINE OF MIDWAY ROAD.
 AL7492
 AL7492                          STATION RECOVERY (2006)
 AL7492
 AL7492'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7493 ***********************************************************************
 AL7493  DESIGNATION -  10 71 F08
 AL7493  PID         -  AL7493
 AL7493  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7493  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7493
 AL7493                         *CURRENT SURVEY CONTROL
 AL7493  ___________________________________________________________________
 AL7493* NAD 83(1990)-  28 04 10.59907(N)    082 05 49.26852(W)     ADJUSTED  
 AL7493* NAVD 88     -        32.40   (+/-2cm)     106.3    (feet)  VERTCON   
 AL7493  ___________________________________________________________________
 AL7493  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AL7493  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AL7493
 AL7493  HORZ ORDER  -  SECOND
 AL7493  VERT ORDER  -  THIRD ? (See Below)
 AL7493
 AL7493.The horizontal coordinates were established by classical geodetic methods
 AL7493.and adjusted by the National Geodetic Survey in May 1991..
 AL7493
 AL7493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7493.The vertical order pertains to the NGVD 29 superseded value.
 AL7493
 AL7493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7493
 AL7493.The geoid height was determined by GEOID03.
 AL7493
 AL7493;                    North         East     Units Scale Factor Converg.
 AL7493;SPC FL W     -   413,926.607   190,463.725   MT  0.99994230   -0 02 44.3
 AL7493;SPC FL W     - 1,358,024.21    624,879.74   sFT  0.99994230   -0 02 44.3
 AL7493;UTM  17      - 3,105,399.183   392,204.018   MT  0.99974342   -0 30 58.5
 AL7493
 AL7493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7493!SPC FL W     -   0.99999898  x   0.99994230  =   0.99994128
 AL7493!UTM  17      -   0.99999898  x   0.99974342  =   0.99974240
 AL7493
 AL7493                          SUPERSEDED SURVEY CONTROL
 AL7493
 AL7493  NAD 83(1986)-  28 04 10.59903(N)    082 05 49.28828(W) AD(       ) 2
 AL7493  NGVD 29 (06/09/89)   32.66   (m)          107.2    (f) LEVELING    3  
 AL7493
 AL7493.Superseded values are not recommended for survey control.
 AL7493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7493.See file dsdata.txt to determine how the superseded data were derived.
 AL7493
 AL7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9220405399(NAD 83)
 AL7493_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AL7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7493+STABILITY: SURFACE MOTION
 AL7493
 AL7493  HISTORY     - Date     Condition        Report By
 AL7493  HISTORY     - UNK      MONUMENTED
 AL7493  HISTORY     - 1983     GOOD             FL-057
 AL7493  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7493
 AL7493                          STATION DESCRIPTION
 AL7493
 AL7493'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7493'THE STATION IS LOCATED 14 MILES EAST NORTHEAST OF INTERSTATES 4 AND
 AL7493'75.
 AL7493'
 AL7493'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7493'STREET PROCEED NORTH ON PARK STREET 0.7 MILE TO THE INTERSECTION WITH
 AL7493'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7493'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 2 MILES TO
 AL7493'THE INTERSECTION WITH WILLIAMS ROAD.  STATION IS IN THE SOUTHEAST
 AL7493'CORNER.
 AL7493'
 AL7493'STATION IS A FLDT DISK LOCATED 6 FEET SOUTH OF A METAL WITNESS POST,
 AL7493'7.3 FEET SOUTH SOUTHEAST OF POWER POLE NUMBER 901, 11.8 FEET NORTH
 AL7493'OF THE CENTERLINE OF WILLIAMS ROAD, 28 FEET EAST OF THE CENTERLINE OF
 AL7493'WILDER ROAD.
 AL7493
 AL7493                          STATION RECOVERY (2006)
 AL7493
 AL7493'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7494 ***********************************************************************
 AL7494  DESIGNATION -  10 71 F09
 AL7494  PID         -  AL7494
 AL7494  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7494  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7494
 AL7494                         *CURRENT SURVEY CONTROL
 AL7494  ___________________________________________________________________
 AL7494* NAD 83(1990)-  28 04 29.11043(N)    082 05 49.76587(W)     ADJUSTED  
 AL7494* NAVD 88     -        32.60   (+/-2cm)     107.0    (feet)  VERTCON   
 AL7494  ___________________________________________________________________
 AL7494  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AL7494  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AL7494
 AL7494  HORZ ORDER  -  SECOND
 AL7494  VERT ORDER  -  THIRD ? (See Below)
 AL7494
 AL7494.The horizontal coordinates were established by classical geodetic methods
 AL7494.and adjusted by the National Geodetic Survey in May 1991..
 AL7494
 AL7494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7494.The vertical order pertains to the NGVD 29 superseded value.
 AL7494
 AL7494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7494
 AL7494.The geoid height was determined by GEOID03.
 AL7494
 AL7494;                    North         East     Units Scale Factor Converg.
 AL7494;SPC FL W     -   414,496.429   190,450.600   MT  0.99994230   -0 02 44.6
 AL7494;SPC FL W     - 1,359,893.70    624,836.68   sFT  0.99994230   -0 02 44.6
 AL7494;UTM  17      - 3,105,968.980   392,195.575   MT  0.99974344   -0 30 59.0
 AL7494
 AL7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7494!SPC FL W     -   0.99999895  x   0.99994230  =   0.99994125
 AL7494!UTM  17      -   0.99999895  x   0.99974344  =   0.99974239
 AL7494
 AL7494                          SUPERSEDED SURVEY CONTROL
 AL7494
 AL7494  NAD 83(1986)-  28 04 29.11028(N)    082 05 49.78556(W) AD(       ) 2
 AL7494  NGVD 29 (06/09/89)   32.86   (m)          107.8    (f) LEVELING    3  
 AL7494
 AL7494.Superseded values are not recommended for survey control.
 AL7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7494.See file dsdata.txt to determine how the superseded data were derived.
 AL7494
 AL7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9219605969(NAD 83)
 AL7494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AL7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7494+STABILITY: SURFACE MOTION
 AL7494
 AL7494  HISTORY     - Date     Condition        Report By
 AL7494  HISTORY     - UNK      MONUMENTED
 AL7494  HISTORY     - 1983     GOOD             FL-057
 AL7494  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7494
 AL7494                          STATION DESCRIPTION
 AL7494
 AL7494'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7494'THE STATION IS LOCATED 14 MILES EAST NORTHEAST OF THE INTERSECTION OF
 AL7494'INTERSTATES 4 AND 75.
 AL7494'
 AL7494'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7494'STREET PROCEED NORTH ON PARK STREET 0.5 MILE TO THE INTERSECTION WITH
 AL7494'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7494'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 2 MILES TO
 AL7494'THE STATION ON LEFT.
 AL7494'
 AL7494'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRONZE DISK SET
 AL7494'IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH WITH THE GROUND,
 AL7494'LOCATED 4.3 FEET EAST OF A METAL WITNESS POST, 9.5 FEET EAST OF A 10
 AL7494'INCH OAK TREE, 24.3 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE, 41 FEET
 AL7494'WEST OF A CORNER FENCE POST WITH A METAL TAG, 14.8 FEET WEST OF THE
 AL7494'CENTERLINE OF WILDER ROAD.
 AL7494
 AL7494                          STATION RECOVERY (2006)
 AL7494
 AL7494'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0643 ***********************************************************************
 AL0643  DESIGNATION -  10 71 G09 B
 AL0643  PID         -  AL0643
 AL0643  STATE/COUNTY-  FL/HILLSBOROUGH
 AL0643  USGS QUAD   -  CITRUS PARK (1987)
 AL0643
 AL0643                         *CURRENT SURVEY CONTROL
 AL0643  ___________________________________________________________________
 AL0643* NAD 83(1990)-  28 01 33.96429(N)    082 34 59.19768(W)     ADJUSTED  
 AL0643* NAVD 88     -         3.88   (+/-2cm)      12.7    (feet)  VERTCON   
 AL0643  ___________________________________________________________________
 AL0643  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AL0643  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AL0643
 AL0643  HORZ ORDER  -  SECOND
 AL0643  VERT ORDER  -  THIRD ? (See Below)
 AL0643
 AL0643.The horizontal coordinates were established by classical geodetic methods
 AL0643.and adjusted by the National Geodetic Survey in May 1991..
 AL0643
 AL0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL0643.The vertical order pertains to the NGVD 29 superseded value.
 AL0643
 AL0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0643
 AL0643.The geoid height was determined by GEOID03.
 AL0643
 AL0643;                    North         East     Units Scale Factor Converg.
 AL0643;SPC FL W     -   409,238.442   142,660.808   MT  0.99998174   -0 16 26.4
 AL0643;SPC FL W     - 1,342,643.12    468,046.33   sFT  0.99998174   -0 16 26.4
 AL0643;UTM  17      - 3,101,104.159   344,370.968   MT  0.99989894   -0 44 38.4
 AL0643
 AL0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0643!SPC FL W     -   1.00000331  x   0.99998174  =   0.99998505
 AL0643!UTM  17      -   1.00000331  x   0.99989894  =   0.99990225
 AL0643
 AL0643:                Primary Azimuth Mark                     Grid Az
 AL0643:SPC FL W     -  A 44                                     180 29 10.9
 AL0643:UTM  17      -  A 44                                     180 57 22.9
 AL0643
 AL0643|---------------------------------------------------------------------|
 AL0643| PID    Reference Object                     Distance      Geod. Az  |
 AL0643|                                                           dddmmss.s |
 AL0643| AL0644 A 44                                APPROX. 1.6 KM 1801244.5 |
 AL0643|---------------------------------------------------------------------|
 AL0643
 AL0643                          SUPERSEDED SURVEY CONTROL
 AL0643
 AL0643  NAD 83(1986)-  28 01 33.97049(N)    082 34 59.20830(W) AD(       ) 2
 AL0643  NAD 27      -  28 01 32.90456(N)    082 34 59.85871(W) AD(       ) 2
 AL0643  NGVD 29 (07/19/86)    4.14   (m)           13.6    (f) LEVELING    3  
 AL0643
 AL0643.Superseded values are not recommended for survey control.
 AL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0643.See file dsdata.txt to determine how the superseded data were derived.
 AL0643
 AL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4437101104(NAD 83)
 AL0643_MARKER: DE = TRAVERSE STATION DISK
 AL0643_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AL0643_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AL0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0643+STABILITY: SURFACE MOTION
 AL0643
 AL0643  HISTORY     - Date     Condition        Report By
 AL0643  HISTORY     - 1981     MONUMENTED       FL-057
 AL0643
 AL0643                          STATION DESCRIPTION
 AL0643
 AL0643'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW)
 AL0643'THE STATION IS LOCATED ABOUT 9.4 MILES NORTHWEST OF THE INTERSECTION
 AL0643'OF INTERSTATES 4 AND 275, AND ABOUT 2.0 MILES SOUTH  SOUTHWEST OF
 AL0643'CITRUS PARK. ON LAND OWNED BY COUNTY RIGHT OF WAY.
 AL0643'
 AL0643'TO REACH THE STATION FROM THE INTERSECTION OF US 92 AND OLD
 AL0643'MEMORIAL HWY, ABOUT 6.2 MILES SOUTH SOUTHWEST OF CITRUS PARK,
 AL0643'GO NORTHWEST ON OLD MEMORIAL HWY FOR 0.15 MILES TO THE INERSECTION OF
 AL0643'SHELDON ROAD (STATE ROAD 589) AND OLD MEMORIAL HWY, TURN RIGHT AND
 AL0643'GO NORTH ON SHELDON ROAD FOR 0.95 MILES (TO AZ STATION ON RIGHT)
 AL0643'CONTINUE NORTH ON SHELDON ROAD FOR 1.0 MILES TO THE INTERSECTION OF
 AL0643'SHELDON ROAD AND WATERS AVENUE (STATE ROAD 584)  TO STATION ON LEFT.
 AL0643'
 AL0643'THE STATION IS A STANDARD F.L.D.T. DISK STAMPED---10 71 G09 B---
 AL0643'THE SURFACE DISK IS SET INTO THE TOP OF A 4 INCH SQUARE CONCRETE
 AL0643'MONUMENT RECESSED 12 INCHES BELOW THE GROUND. IT IS 54.6 FEET
 AL0643'NORTHWEST OF THE CENTER OF INTERSECTION OF SHELDON ROAD AND WATERS
 AL0643'AVENUE, 44.9 FEET NORTH OF THE PROJECTED CENTERLINE OF WATERS AVENUE,
 AL0643'31.0 FEET WEST OF CENTER OF SHELDON ROAD, 8.1 FEET EAST SOUTHEAST
 AL0643'OF CENTER OF CONCRETE  GUY POST, AND 6.7 FEET EAST OF A METAL
 AL0643'WITNESS POST. THERE IS NO UNDERGROUND MARK.
 AL0643'
 AL0643'AZIMUTH MK IS HILLSBOROUGH COUNTY BENCH MARK VA-44
 AL0643'DESCRIBED AS FOLLOWS A CONCRETE MONUMENT WITH A BRASS DISC
 AL0643'STAMPED---HILLSBOROUGH CO BENCH MARK---, LOCATION BEING 1 MI.
 AL0643'SOUTH OF WATERS AVE., 50 FT SOUTH OF THE CENTERLINE OF
 AL0643'NORFOLK ST, 22 FT EAST OF THE EDGE OF PAVEMENT OF SHELDON
 AL0643'ROAD, 2 FT SOUTH OF A POWER POLE, 3 FT NORTH OF A FIRE HYDRANT
 AL0643'BEING 3 IN BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8626 ***********************************************************************
 AG8626  DESIGNATION -  10 71 I01
 AG8626  PID         -  AG8626
 AG8626  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8626  USGS QUAD   -  LITHIA (1987)
 AG8626
 AG8626                         *CURRENT SURVEY CONTROL
 AG8626  ___________________________________________________________________
 AG8626* NAD 83(1990)-  27 50 02.48585(N)    082 11 56.38764(W)     ADJUSTED  
 AG8626* NAVD 88     -        26.05   (+/-2cm)      85.5    (feet)  VERTCON   
 AG8626  ___________________________________________________________________
 AG8626  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AG8626  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AG8626
 AG8626  HORZ ORDER  -  SECOND
 AG8626  VERT ORDER  -  THIRD ? (See Below)
 AG8626
 AG8626.The horizontal coordinates were established by classical geodetic methods
 AG8626.and adjusted by the National Geodetic Survey in May 1991..
 AG8626
 AG8626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8626.The vertical order pertains to the NGVD 29 superseded value.
 AG8626
 AG8626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8626
 AG8626.The geoid height was determined by GEOID03.
 AG8626
 AG8626;                    North         East     Units Scale Factor Converg.
 AG8626;SPC FL W     -   387,832.798   180,397.548   MT  0.99994592   -0 05 34.5
 AG8626;SPC FL W     - 1,272,414.77    591,854.29   sFT  0.99994592   -0 05 34.5
 AG8626;UTM  17      - 3,079,393.454   381,926.600   MT  0.99977208   -0 33 35.6
 AG8626
 AG8626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8626!SPC FL W     -   0.99999985  x   0.99994592  =   0.99994577
 AG8626!UTM  17      -   0.99999985  x   0.99977208  =   0.99977193
 AG8626
 AG8626                          SUPERSEDED SURVEY CONTROL
 AG8626
 AG8626  NAD 83(1986)-  27 50 02.49245(N)    082 11 56.41176(W) AD(       ) 2
 AG8626  NGVD 29 (06/09/89)   26.33   (m)           86.4    (f) LEVELING    3  
 AG8626
 AG8626.Superseded values are not recommended for survey control.
 AG8626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8626.See file dsdata.txt to determine how the superseded data were derived.
 AG8626
 AG8626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8192779393(NAD 83)
 AG8626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8626+STABILITY: SURFACE MOTION
 AG8626
 AG8626  HISTORY     - Date     Condition        Report By
 AG8626  HISTORY     - UNK      MONUMENTED
 AG8626  HISTORY     - 1985     GOOD             FL-057
 AG8626
 AG8626                          STATION DESCRIPTION
 AG8626
 AG8626'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8626'THE STATION IS LOCATED IN THE LITHIA AREA OF HILLSBOROUGH COUNTY,
 AG8626'ABOUT 1.8 MILES SOUTH OF COUNTY ROAD 640.
 AG8626'
 AG8626'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND
 AG8626'BOYETTE ROAD, PROCEED SOUTHERLY ON BOYETTE ROAD APPROXIMATELY 1.8
 AG8626'MILES TO DOT STATION ON THE EAST SIDE OF THE ROAD.
 AG8626'
 AG8626'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I01---SET
 AG8626'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 2 INCHES
 AG8626'BELOW THE GROUND, LOCATED 17.7 FEET EAST OF THE CENTERLINE OF BOYETTE
 AG8626'ROAD, 70.6 FEET NORTHEAST OF A 20 INCH OAK TREE WITH A HILLSBOROUGH
 AG8626'COUNTY METAL TAG, 17.9 FEET WEST OF A METAL WITNESS POST, 23.5 FEET
 AG8626'WEST SOUTHWEST OF A WOODEN FENCE POST WITH A D.O.T. METAL TAG.  THERE
 AG8626'IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8627 ***********************************************************************
 AG8627  DESIGNATION -  10 71 I02
 AG8627  PID         -  AG8627
 AG8627  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8627  USGS QUAD   -  LITHIA (1987)
 AG8627
 AG8627                         *CURRENT SURVEY CONTROL
 AG8627  ___________________________________________________________________
 AG8627* NAD 83(1990)-  27 50 20.87745(N)    082 11 56.41043(W)     ADJUSTED  
 AG8627* NAVD 88     -        25.62   (+/-2cm)      84.1    (feet)  VERTCON   
 AG8627  ___________________________________________________________________
 AG8627  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AG8627  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AG8627
 AG8627  HORZ ORDER  -  SECOND
 AG8627  VERT ORDER  -  THIRD ? (See Below)
 AG8627
 AG8627.The horizontal coordinates were established by classical geodetic methods
 AG8627.and adjusted by the National Geodetic Survey in May 1991..
 AG8627
 AG8627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8627.The vertical order pertains to the NGVD 29 superseded value.
 AG8627
 AG8627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8627
 AG8627.The geoid height was determined by GEOID03.
 AG8627
 AG8627;                    North         East     Units Scale Factor Converg.
 AG8627;SPC FL W     -   388,398.906   180,397.842   MT  0.99994592   -0 05 34.6
 AG8627;SPC FL W     - 1,274,272.08    591,855.25   sFT  0.99994592   -0 05 34.6
 AG8627;UTM  17      - 3,079,959.443   381,931.508   MT  0.99977206   -0 33 36.0
 AG8627
 AG8627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8627!SPC FL W     -   0.99999992  x   0.99994592  =   0.99994584
 AG8627!UTM  17      -   0.99999992  x   0.99977206  =   0.99977198
 AG8627
 AG8627                          SUPERSEDED SURVEY CONTROL
 AG8627
 AG8627  NAD 83(1986)-  27 50 20.88406(N)    082 11 56.43449(W) AD(       ) 2
 AG8627  NGVD 29 (06/09/89)   25.90   (m)           85.0    (f) LEVELING    3  
 AG8627
 AG8627.Superseded values are not recommended for survey control.
 AG8627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8627.See file dsdata.txt to determine how the superseded data were derived.
 AG8627
 AG8627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8193279959(NAD 83)
 AG8627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8627_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8627+STABILITY: SURFACE MOTION
 AG8627
 AG8627  HISTORY     - Date     Condition        Report By
 AG8627  HISTORY     - UNK      MONUMENTED
 AG8627  HISTORY     - 1985     GOOD             FL-057
 AG8627
 AG8627                          STATION DESCRIPTION
 AG8627
 AG8627'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8627'THE STATION IS LOCATED IN THE LITHIA AREA OF SOUTHERN HILLSBOROUGH
 AG8627'COUNTY.
 AG8627'
 AG8627'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND COUNTY ROAD
 AG8627'640(LIHTIA PINECREST ROAD), PROCEED EAST NORTHEASTERLY ON COUNTY ROAD
 AG8627'640 TO THE INTERSECTION WITH BOYETTE ROAD, GO SOUTHEASTERLY ON
 AG8627'BOYETTE ROAD FOR ABOUT 1.45 MILES TO THE D.O.T. STATION ON THE
 AG8627'EAST SIDE OF THE ROAD, SOUTH OF A DIRT DRIVEWAY.
 AG8627'
 AG8627'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I02---SET
 AG8627'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 2 INCHES
 AG8627'BELOW THE GROUND, LOCATED 19.9 FEET EAST OF THE CENTERLINE OF
 AG8627'BOYETTE ROAD, 51.8 FEET EAST OF THE CORNER WOOD FENCE POST WITH A
 AG8627'D.O.T. METAL TAG, 31.3 FEET SOUTH SOUTHWEST OF A 14 INCH PINE WITH A
 AG8627'D.O.T. METAL TAG, 3.6 FEET WEST OF A METAL WITNESS POST, 12.8 FEET
 AG8627'WEST OF A POWER POLE WITH A D.O.T. METAL TAG, 54.8 FEET NORTH OF THE
 AG8627'CENTERLINE OF A DIRT DRIVEWAY.  THERE IS NO UNDERGROUND MARK, STATION
 AG8627'IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8628 ***********************************************************************
 AG8628  DESIGNATION -  10 71 I03
 AG8628  PID         -  AG8628
 AG8628  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8628  USGS QUAD   -  LITHIA (1987)
 AG8628
 AG8628                         *CURRENT SURVEY CONTROL
 AG8628  ___________________________________________________________________
 AG8628* NAD 83(1990)-  27 50 35.07068(N)    082 12 00.21443(W)     ADJUSTED  
 AG8628* NAVD 88     -        24.83   (+/-2cm)      81.5    (feet)  VERTCON   
 AG8628  ___________________________________________________________________
 AG8628  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AG8628  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AG8628
 AG8628  HORZ ORDER  -  SECOND
 AG8628  VERT ORDER  -  THIRD ? (See Below)
 AG8628
 AG8628.The horizontal coordinates were established by classical geodetic methods
 AG8628.and adjusted by the National Geodetic Survey in May 1991..
 AG8628
 AG8628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8628.The vertical order pertains to the NGVD 29 superseded value.
 AG8628
 AG8628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8628
 AG8628.The geoid height was determined by GEOID03.
 AG8628
 AG8628;                    North         East     Units Scale Factor Converg.
 AG8628;SPC FL W     -   388,835.954   180,294.471   MT  0.99994597   -0 05 36.4
 AG8628;SPC FL W     - 1,275,705.96    591,516.11   sFT  0.99994597   -0 05 36.4
 AG8628;UTM  17      - 3,080,397.242   381,831.720   MT  0.99977235   -0 33 38.0
 AG8628
 AG8628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8628!SPC FL W     -   1.00000004  x   0.99994597  =   0.99994601
 AG8628!UTM  17      -   1.00000004  x   0.99977235  =   0.99977239
 AG8628
 AG8628                          SUPERSEDED SURVEY CONTROL
 AG8628
 AG8628  NAD 83(1986)-  27 50 35.07741(N)    082 12 00.23847(W) AD(       ) 2
 AG8628  NGVD 29 (06/09/89)   25.11   (m)           82.4    (f) LEVELING    3  
 AG8628
 AG8628.Superseded values are not recommended for survey control.
 AG8628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8628.See file dsdata.txt to determine how the superseded data were derived.
 AG8628
 AG8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8183280397(NAD 83)
 AG8628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8628+STABILITY: SURFACE MOTION
 AG8628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8628+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AG8628
 AG8628  HISTORY     - Date     Condition        Report By
 AG8628  HISTORY     - UNK      MONUMENTED
 AG8628  HISTORY     - 1984     GOOD             FL-057
 AG8628  HISTORY     - 20060221 GOOD             POLASS
 AG8628
 AG8628                          STATION DESCRIPTION
 AG8628
 AG8628'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8628'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8628'
 AG8628'THE STATION IS LOCATED IN THE LITHIA AREA OF SOUTHERN HILLSBOROUGH
 AG8628'COUNTY.
 AG8628'
 AG8628'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND
 AG8628'BOYETTE ROAD, PROCEED SOUTHERLY ON BOYETTE ROAD APPROXIMATELY 1.05
 AG8628'MILES TO THE D.O.T. STATION ON THE WEST SIDE OF THE ROAD.
 AG8628'
 AG8628'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I03---SET
 AG8628'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 1 INCH
 AG8628'BELOW THE GROUND, LOCATED 108.5 FEET NORTH OF THE INTERSECTION OF
 AG8628'DORMAN ROAD AND BOYETTE ROAD, 12.3 FEET WEST OF THE CENTERLINE OF
 AG8628'BOYETTE ROAD, 2.0 FEET EAST OF A 40 INCH OAK TREE WITH A HILLSBOROUGH
 AG8628'COUNTY METAL DISK, 42.4 FEET WEST NORTHWEST OF A POWER POLE
 AG8628'WITH A D.O.T. METAL TAG.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8628'COUNTY TRAVERSE STATION.
 AG8628
 AG8628                          STATION RECOVERY (2006)
 AG8628
 AG8628'RECOVERY NOTE BY POLARIS ASSOCIATES 2006 (TME)
 AG8628'SOME SUBSIDENCE MAY HAVE OCCURED. RECOVERY NOTE SHOULD READ 22.0 FEET
 AG8628'EAST OF A 44 INCH OAK. UP WITH DOT TAG ALSO FOUND.  NOT AN APPROPRIATE
 AG8628'LOCATION FOR GPS OBSERVATIONS DUE TO CANOPY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8629 ***********************************************************************
 AG8629  DESIGNATION -  10 71 I04
 AG8629  PID         -  AG8629
 AG8629  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8629  USGS QUAD   -  LITHIA (1987)
 AG8629
 AG8629                         *CURRENT SURVEY CONTROL
 AG8629  ___________________________________________________________________
 AG8629* NAD 83(1990)-  27 50 47.40626(N)    082 11 59.69913(W)     ADJUSTED  
 AG8629* NAVD 88     -        25.94   (+/-2cm)      85.1    (feet)  VERTCON   
 AG8629  ___________________________________________________________________
 AG8629  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AG8629  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AG8629
 AG8629  HORZ ORDER  -  SECOND
 AG8629  VERT ORDER  -  THIRD ? (See Below)
 AG8629
 AG8629.The horizontal coordinates were established by classical geodetic methods
 AG8629.and adjusted by the National Geodetic Survey in May 1991..
 AG8629
 AG8629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8629.The vertical order pertains to the NGVD 29 superseded value.
 AG8629
 AG8629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8629
 AG8629.The geoid height was determined by GEOID03.
 AG8629
 AG8629;                    North         East     Units Scale Factor Converg.
 AG8629;SPC FL W     -   389,215.630   180,309.188   MT  0.99994596   -0 05 36.2
 AG8629;SPC FL W     - 1,276,951.61    591,564.39   sFT  0.99994596   -0 05 36.2
 AG8629;UTM  17      - 3,080,776.720   381,849.530   MT  0.99977230   -0 33 38.0
 AG8629
 AG8629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8629!SPC FL W     -   0.99999987  x   0.99994596  =   0.99994583
 AG8629!UTM  17      -   0.99999987  x   0.99977230  =   0.99977217
 AG8629
 AG8629                          SUPERSEDED SURVEY CONTROL
 AG8629
 AG8629  NAD 83(1986)-  27 50 47.41300(N)    082 11 59.72311(W) AD(       ) 2
 AG8629  NGVD 29 (06/09/89)   26.22   (m)           86.0    (f) LEVELING    3  
 AG8629
 AG8629.Superseded values are not recommended for survey control.
 AG8629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8629.See file dsdata.txt to determine how the superseded data were derived.
 AG8629
 AG8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8185080777(NAD 83)
 AG8629_MARKER: DG = GRAVITY STATION DISK
 AG8629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8629+STABILITY: SURFACE MOTION
 AG8629
 AG8629  HISTORY     - Date     Condition        Report By
 AG8629  HISTORY     - 1984     MONUMENTED       FL-057
 AG8629
 AG8629                          STATION DESCRIPTION
 AG8629
 AG8629'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8629'THE STATION IS LOCATED ABOUT 3.8 MILES WEST OF THE PINECREST AREA, AND
 AG8629'6 MILES SOUTHEAST OF THE BRANDON AREA, AND IN THE LITHIA AREA OF
 AG8629'SOUTHEAST HILLSBOROUGH COUNTY.
 AG8629'
 AG8629'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND
 AG8629'BOYETTE ROAD, PROCEED SOUTHERLY ON BOYETTE ROAD FOR ABOUT 0.9 MILES
 AG8629'TO THE D.O.T. STATION ON THE LEFT (EAST) SIDE OF THE ROAD.
 AG8629'
 AG8629'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I04---SET
 AG8629'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AG8629'GROUND, LOCATED 19.4 FEET EAST OF THE CENTERLINE OF BOYETTE ROAD,
 AG8629'54.4 FEET SOUTHEAST OF A TELEPHONE POLE WITH A METAL COUNTY TAG, 19.6
 AG8629'FEET NORTHEAST OF A WOOD FENCE POST WITH D.O.T. METAL TAG, 4.6 FEET
 AG8629'WEST OF A METAL WITNESS POST, WITHOUT A SIGN.  THERE IS NO
 AG8629'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8630 ***********************************************************************
 AG8630  DESIGNATION -  10 71 I06
 AG8630  PID         -  AG8630
 AG8630  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8630  USGS QUAD   -  LITHIA (1987)
 AG8630
 AG8630                         *CURRENT SURVEY CONTROL
 AG8630  ___________________________________________________________________
 AG8630* NAD 83(1990)-  27 51 36.01034(N)    082 11 53.38420(W)     ADJUSTED  
 AG8630* NAVD 88     -        25.40   (+/-2cm)      83.3    (feet)  VERTCON   
 AG8630  ___________________________________________________________________
 AG8630  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AG8630  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AG8630
 AG8630  HORZ ORDER  -  SECOND
 AG8630  VERT ORDER  -  THIRD ? (See Below)
 AG8630
 AG8630.The horizontal coordinates were established by classical geodetic methods
 AG8630.and adjusted by the National Geodetic Survey in May 1991..
 AG8630
 AG8630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8630.The vertical order pertains to the NGVD 29 superseded value.
 AG8630
 AG8630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8630
 AG8630.The geoid height was determined by GEOID03.
 AG8630
 AG8630;                    North         East     Units Scale Factor Converg.
 AG8630;SPC FL W     -   390,711.423   180,484.381   MT  0.99994588   -0 05 33.4
 AG8630;SPC FL W     - 1,281,859.06    592,139.17   sFT  0.99994588   -0 05 33.4
 AG8630;UTM  17      - 3,082,270.774   382,036.883   MT  0.99977175   -0 33 35.9
 AG8630
 AG8630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8630!SPC FL W     -   0.99999996  x   0.99994588  =   0.99994584
 AG8630!UTM  17      -   0.99999996  x   0.99977175  =   0.99977171
 AG8630
 AG8630                          SUPERSEDED SURVEY CONTROL
 AG8630
 AG8630  NAD 83(1986)-  27 51 36.01708(N)    082 11 53.40793(W) AD(       ) 2
 AG8630  NGVD 29 (06/09/89)   25.68   (m)           84.3    (f) LEVELING    3  
 AG8630
 AG8630.Superseded values are not recommended for survey control.
 AG8630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8630.See file dsdata.txt to determine how the superseded data were derived.
 AG8630
 AG8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8203782271(NAD 83)
 AG8630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8630+STABILITY: SURFACE MOTION
 AG8630
 AG8630  HISTORY     - Date     Condition        Report By
 AG8630  HISTORY     - UNK      MONUMENTED
 AG8630  HISTORY     - 1984     GOOD             FL-057
 AG8630
 AG8630                          STATION DESCRIPTION
 AG8630
 AG8630'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8630'THE STATION IS LOCATED IN THE LIHTIA AREA OF SOUTHERN HILLSBOROUGH
 AG8630'COUNTY.
 AG8630'
 AG8630'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND COUNTY ROAD
 AG8630'640, PROCEED WESTERLY ON COUNTY ROAD 640(LITHIA PINECREST ROAD)
 AG8630'TO THE INTERSECTION WITH BOYETTE ROAD, STATION IS IN THE PARKING LOT
 AG8630'OF THE LITHIA GROCERY STORE, IN THE NORTH WEST CORNER OF THE
 AG8630'INTERSECTION.
 AG8630'
 AG8630'THE STATION IS A STANDARD FL.D.O.T. STAMPED---10-71-I06---SET INTO
 AG8630'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 1 INCH BELOW
 AG8630'GROUND, LOCATED 13.0 FEET EAST OF THE CENTERLINE OF BOYETTE ROAD,
 AG8630'57.0 FEET NORTHEAST OF A POWER POLE, 73.4 FEET SOUTHEAST OF A
 AG8630'TELEPHONE POLE, 40.7 FEET WEST OF THE SOUTHWEST CORNER OF THE LITHIA
 AG8630'GROCREY STORE, 18.0 FEET NORTHWEST OF A POWER POLE, 19.0 FEET NORTH
 AG8630'OF A WITNESS POST.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8630'COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8631 ***********************************************************************
 AG8631  DESIGNATION -  10 71 I14
 AG8631  PID         -  AG8631
 AG8631  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8631  USGS QUAD   -  BRANDON (1987)
 AG8631
 AG8631                         *CURRENT SURVEY CONTROL
 AG8631  ___________________________________________________________________
 AG8631* NAD 83(1990)-  27 53 36.94678(N)    082 15 09.79611(W)     ADJUSTED  
 AG8631* NAVD 88     -        19.46   (+/-2cm)      63.8    (feet)  VERTCON   
 AG8631  ___________________________________________________________________
 AG8631  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AG8631  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AG8631
 AG8631  HORZ ORDER  -  THIRD
 AG8631  VERT ORDER  -  THIRD ? (See Below)
 AG8631
 AG8631.The horizontal coordinates were established by classical geodetic methods
 AG8631.and adjusted by the National Geodetic Survey in May 1991..
 AG8631
 AG8631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8631.The vertical order pertains to the NGVD 29 superseded value.
 AG8631
 AG8631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8631
 AG8631.The geoid height was determined by GEOID03.
 AG8631
 AG8631;                    North         East     Units Scale Factor Converg.
 AG8631;SPC FL W     -   394,443.846   175,118.920   MT  0.99994881   -0 07 05.6
 AG8631;SPC FL W     - 1,294,104.52    574,535.99   sFT  0.99994881   -0 07 05.6
 AG8631;UTM  17      - 3,086,046.232   376,702.958   MT  0.99978764   -0 35 10.1
 AG8631
 AG8631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8631!SPC FL W     -   1.00000089  x   0.99994881  =   0.99994970
 AG8631!UTM  17      -   1.00000089  x   0.99978764  =   0.99978853
 AG8631
 AG8631                          SUPERSEDED SURVEY CONTROL
 AG8631
 AG8631  NAD 83(1986)-  27 53 36.95451(N)    082 15 09.81783(W) AD(       ) 3
 AG8631  NGVD 29 (06/09/89)   19.75   (m)           64.8    (f) LEVELING    3  
 AG8631
 AG8631.Superseded values are not recommended for survey control.
 AG8631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8631.See file dsdata.txt to determine how the superseded data were derived.
 AG8631
 AG8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7670386046(NAD 83)
 AG8631_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8631_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8631+STABILITY: SURFACE MOTION
 AG8631
 AG8631  HISTORY     - Date     Condition        Report By
 AG8631  HISTORY     - UNK      MONUMENTED
 AG8631  HISTORY     - 1983     GOOD             FL-057
 AG8631
 AG8631                          STATION DESCRIPTION
 AG8631
 AG8631'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AG8631'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF
 AG8631'INTERSTATES 4 AND 75 AND 3 MILES SOUTH OF HWY 60.
 AG8631'
 AG8631'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301,
 AG8631'PROCEED EAST ON HWY 60 ABOUT 4.4 MILES TO THE INTERSECTION WITH
 AG8631'LITHIA ROAD, THEN SOUTHEASTERLY ON LITHIA ROAD FOR 3 MILES TO THE
 AG8631'INTERSECTION WITH BLOOMINGDALE ROAD, THEN WEST ON BLOOMINGDALE FOR 0.5
 AG8631'MILE TO THE STATION ON THE LEFT.
 AG8631'
 AG8631'STATION IS A STANDARD D.O.T. DISK STAMPED---10-71-I14---.  THE
 AG8631'SURFACE DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 AG8631'RECESSED FOUR INCHES BELOW THE GROUND, LOCATED 8 FEET NORTH OF A METAL
 AG8631'WITNESS POST, 27.33 FEET SOUTWEST OF A RAILROAD SPIKE IN CENTERLINE
 AG8631'ROAD, 47.15 FEET EAST OF A POWER POLE, 61.96 FEET SOUTHEAST OF A
 AG8631'TELEPHONE POLE, 61.51 FEET SOUTHWEST OF A TELEPHONE POLE, 26 FEET
 AG8631'SOUTH OF THE CENTERLINE OF BLOOMINGDALE ROAD.  THERE IS NO UNDERGROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8632 ***********************************************************************
 AG8632  DESIGNATION -  10 71 I16
 AG8632  PID         -  AG8632
 AG8632  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8632  USGS QUAD   -  BRANDON (1987)
 AG8632
 AG8632                         *CURRENT SURVEY CONTROL
 AG8632  ___________________________________________________________________
 AG8632* NAD 83(1990)-  27 53 37.03853(N)    082 16 09.46217(W)     ADJUSTED  
 AG8632* NAVD 88     -        15.61   (+/-2cm)      51.2    (feet)  VERTCON   
 AG8632  ___________________________________________________________________
 AG8632  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AG8632  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AG8632
 AG8632  HORZ ORDER  -  THIRD
 AG8632  VERT ORDER  -  THIRD ? (See Below)
 AG8632
 AG8632.The horizontal coordinates were established by classical geodetic methods
 AG8632.and adjusted by the National Geodetic Survey in May 1991..
 AG8632
 AG8632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8632.The vertical order pertains to the NGVD 29 superseded value.
 AG8632
 AG8632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8632
 AG8632.The geoid height was determined by GEOID03.
 AG8632
 AG8632;                    North         East     Units Scale Factor Converg.
 AG8632;SPC FL W     -   394,450.147   173,487.174   MT  0.99994985   -0 07 33.5
 AG8632;SPC FL W     - 1,294,125.19    569,182.50   sFT  0.99994985   -0 07 33.5
 AG8632;UTM  17      - 3,086,065.856   375,071.577   MT  0.99979264   -0 35 38.0
 AG8632
 AG8632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8632!SPC FL W     -   1.00000149  x   0.99994985  =   0.99995134
 AG8632!UTM  17      -   1.00000149  x   0.99979264  =   0.99979413
 AG8632
 AG8632                          SUPERSEDED SURVEY CONTROL
 AG8632
 AG8632  NAD 83(1986)-  27 53 37.04626(N)    082 16 09.48377(W) AD(       ) 3
 AG8632  NGVD 29 (06/09/89)   15.90   (m)           52.2    (f) LEVELING    3  
 AG8632
 AG8632.Superseded values are not recommended for survey control.
 AG8632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8632.See file dsdata.txt to determine how the superseded data were derived.
 AG8632
 AG8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7507286066(NAD 83)
 AG8632_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8632_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8632+STABILITY: SURFACE MOTION
 AG8632
 AG8632  HISTORY     - Date     Condition        Report By
 AG8632  HISTORY     - UNK      MONUMENTED
 AG8632  HISTORY     - 1983     GOOD             FL-057
 AG8632
 AG8632                          STATION DESCRIPTION
 AG8632
 AG8632'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AG8632'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF
 AG8632'INTERSTATES 4 AND 75 AND 3 MILES SOUTH OF HWY 60.
 AG8632'
 AG8632'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301,
 AG8632'PROCEED EAST ON HWY 60 ABOUT 4.4 MILES TO THE INTERSECTION WITH LITHIA
 AG8632'ROAD, THEN SOUTHEASTERLY ON LITHIA ROAD FOR 1 MILE TO INTERSECTION
 AG8632'WITH BELL SHOALS ROAD, THEN SOUTH ON BELL SHOALS FOR 2 MILES TO
 AG8632'INTERSECTION WITH BLOOMINGDALE ROAD.  STATION IS IN THE INTERSECTION
 AG8632'SOUTHWEST OF THE CENTER.
 AG8632'
 AG8632'STATION IS A STANDARD D.O.T. DISK STAMPED---10-71-I16---.  THE
 AG8632'SURFACE DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 AG8632'RECESSED FOUR INCHES BELOW THE GROUND, LOCATED 31.5 FEET EAST
 AG8632'NORTHEAST OF A POWER POLE, 42.65 NORTHWEST OF A POWER POLE, 51.28
 AG8632'FEET SOUTHEAST OF A TELEPHONE POLE, 86.65 FEET NORTH WEST OF A 14 INCH
 AG8632'OAK TREE, 11.5 FEET WEST OF THE CENTERLINE OF BELL SHOALS ROAD, 13.5
 AG8632'FEET SOUTH OF THE CENTERLINE OF BLOOMINGDALE AVENUE.
 AG8632'UNDERGROUND MARK.  STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7495 ***********************************************************************
 AL7495  DESIGNATION -  10 71 N12
 AL7495  PID         -  AL7495
 AL7495  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7495  USGS QUAD   -  THONOTOSASSA (1987)
 AL7495
 AL7495                         *CURRENT SURVEY CONTROL
 AL7495  ___________________________________________________________________
 AL7495* NAD 83(1990)-  28 04 48.76844(N)    082 19 32.28983(W)     ADJUSTED  
 AL7495* NAVD 88     -        14.05   (+/-2cm)      46.1    (feet)  VERTCON   
 AL7495  ___________________________________________________________________
 AL7495  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AL7495  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AL7495
 AL7495  HORZ ORDER  -  SECOND
 AL7495  VERT ORDER  -  THIRD ? (See Below)
 AL7495
 AL7495.The horizontal coordinates were established by classical geodetic methods
 AL7495.and adjusted by the National Geodetic Survey in May 1991..
 AL7495
 AL7495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7495.The vertical order pertains to the NGVD 29 superseded value.
 AL7495
 AL7495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7495
 AL7495.The geoid height was determined by GEOID03.
 AL7495
 AL7495;                    North         East     Units Scale Factor Converg.
 AL7495;SPC FL W     -   415,140.536   167,995.364   MT  0.99995381   -0 09 11.8
 AL7495;SPC FL W     - 1,362,006.91    551,164.79   sFT  0.99995381   -0 09 11.8
 AL7495;UTM  17      - 3,106,797.410   369,750.243   MT  0.99980939   -0 37 26.7
 AL7495
 AL7495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7495!SPC FL W     -   1.00000179  x   0.99995381  =   0.99995560
 AL7495!UTM  17      -   1.00000179  x   0.99980939  =   0.99981118
 AL7495
 AL7495                          SUPERSEDED SURVEY CONTROL
 AL7495
 AL7495  NAD 83(1986)-  28 04 48.77281(N)    082 19 32.29968(W) AD(       ) 2
 AL7495  NGVD 29 (06/09/89)   14.31   (m)           46.9    (f) LEVELING    3  
 AL7495
 AL7495.Superseded values are not recommended for survey control.
 AL7495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7495.See file dsdata.txt to determine how the superseded data were derived.
 AL7495
 AL7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6975006797(NAD 83)
 AL7495_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AL7495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL7495_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AL7495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7495+STABILITY: SURFACE MOTION
 AL7495
 AL7495  HISTORY     - Date     Condition        Report By
 AL7495  HISTORY     - UNK      MONUMENTED
 AL7495  HISTORY     - 1983     GOOD             FL-057
 AL7495  HISTORY     - 20040526 GOOD             USPSQD
 AL7495
 AL7495                          STATION DESCRIPTION
 AL7495
 AL7495'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7495'THE STATION IS LOCCATED ABOUT 6 MILES NORTH NORTHEAST OF THE
 AL7495'INTERSECTION OF HWY 301 AND INTERSTATE 4.
 AL7495'
 AL7495'TO REACH THE STATION FROM THE HWY 301 OVERPASS OVER INTERSTATE 4
 AL7495'PROCEED NORTH ON HWY 301 2.8 MILES TO HARNEY ROAD, THEN WEST, LEFT, ON
 AL7495'HARNEY ROAD 0.4 MILE TO MORRIS BRIDGE ROAD, THEN NORTH, RIGHT, ON
 AL7495'MORRIS BRIDGE ROAD 4.8 MILES TO STATION ON LEFT.
 AL7495'
 AL7495'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7495'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7495'WITH THE GROUND, LOCATED 9.7 FEET SOUTH OF A METAL WITNESS POST, 11.4
 AL7495'FEET SOUTH SOUTHWEST OF A POWER POLE NUMBER 514-1, 38.9 FEET NORTH OF
 AL7495'A POWER POLE NUMBER 94, 5.7 FEET NORTH OF EDGE OF PAVEMENT.
 AL7495
 AL7495                          STATION RECOVERY (2004)
 AL7495
 AL7495'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAH)
 AL7495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8635 ***********************************************************************
 AG8635  DESIGNATION -  10 74 G01
 AG8635  PID         -  AG8635
 AG8635  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8635  USGS QUAD   -  RIVERVIEW (1987)
 AG8635
 AG8635                         *CURRENT SURVEY CONTROL
 AG8635  ___________________________________________________________________
 AG8635* NAD 83(1990)-  27 51 56.79075(N)    082 19 33.64213(W)     ADJUSTED  
 AG8635* NAVD 88     -         5.39   (+/-2cm)      17.7    (feet)  VERTCON   
 AG8635  ___________________________________________________________________
 AG8635  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AG8635  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG8635
 AG8635  HORZ ORDER  -  SECOND
 AG8635  VERT ORDER  -  THIRD ? (See Below)
 AG8635
 AG8635.The horizontal coordinates were established by classical geodetic methods
 AG8635.and adjusted by the National Geodetic Survey in May 1991..
 AG8635
 AG8635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8635.The vertical order pertains to the NGVD 29 superseded value.
 AG8635
 AG8635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8635
 AG8635.The geoid height was determined by GEOID03.
 AG8635
 AG8635;                    North         East     Units Scale Factor Converg.
 AG8635;SPC FL W     -   391,377.980   167,895.024   MT  0.99995389   -0 09 08.6
 AG8635;SPC FL W     - 1,284,045.92    550,835.59   sFT  0.99995389   -0 09 08.6
 AG8635;UTM  17      - 3,083,039.894   369,455.381   MT  0.99981035   -0 37 11.5
 AG8635
 AG8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8635!SPC FL W     -   1.00000308  x   0.99995389  =   0.99995697
 AG8635!UTM  17      -   1.00000308  x   0.99981035  =   0.99981343
 AG8635
 AG8635                          SUPERSEDED SURVEY CONTROL
 AG8635
 AG8635  NAD 83(1986)-  27 51 56.79630(N)    082 19 33.65956(W) AD(       ) 2
 AG8635  NGVD 29 (06/09/89)    5.67   (m)           18.6    (f) LEVELING    3  
 AG8635
 AG8635.Superseded values are not recommended for survey control.
 AG8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8635.See file dsdata.txt to determine how the superseded data were derived.
 AG8635
 AG8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6945583040(NAD 83)
 AG8635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8635_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8635+STABILITY: SURFACE MOTION
 AG8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8635+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2002
 AG8635
 AG8635  HISTORY     - Date     Condition        Report By
 AG8635  HISTORY     - UNK      MONUMENTED
 AG8635  HISTORY     - 1985     GOOD             FL-057
 AG8635  HISTORY     - 20020316 GOOD             PICKET
 AG8635  HISTORY     - 20040930 MARK NOT FOUND   ORIGRP
 AG8635
 AG8635                          STATION DESCRIPTION
 AG8635
 AG8635'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8635'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8635'
 AG8635'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF HILLSBOROUGH COUNTY.
 AG8635'NOTE BUCKHORN C IS A RAIL ROAD SPIKE IN THE ASPHALT, IN THE
 AG8635'INTERSECTION OF HWY 41 AND BOYETTE ROAD.
 AG8635'
 AG8635'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8635'676A, PROCEED SOUTH ON HWY 301 FOR ABOUT 2.3 MILES TO THE INTERSECTION
 AG8635'WITH BOYETTE ROAD, TURN EAST ON BOYETTE ROAD FOR ABOUT 0.1 MILES TO
 AG8635'THE STATION ON THE NORTH SIDE OF THE ROAD.
 AG8635'
 AG8635'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G01---SET
 AG8635'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8635'BELOW THE GROUND, LOCATED 19.0 FEET NORTHEAST OF THE CENTERLINE OF
 AG8635'BOYETTE ROAD, 40.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF SIDEWALK,
 AG8635'44.8 FEET SOUTHWEST OF THE NORTHEAST CORNER OF SIDEWALK, 80.7 FEET
 AG8635'NORTHWEST OF A POWER POLE, 62.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AG8635'OF A SIGN BASE(FIRST BAPTIST CHURCH OF RIVERVIEW), 4.3 FEET SOUTH OF
 AG8635'A POWER POLE.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY
 AG8635'TRAVERSE STATION.
 AG8635
 AG8635                          STATION RECOVERY (2002)
 AG8635
 AG8635'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (JM)
 AG8635'RECOVERED IN GOOD CONDITION.
 AG8635
 AG8635                          STATION RECOVERY (2004)
 AG8635
 AG8635'RECOVERY NOTE BY ORION GROUP SE 2004 (MEJ)
 AG8635'MARK NOT RECOVER ROAD CONSTRUCTION APPEARS TO HAVE DESTROYED THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8636 ***********************************************************************
 AG8636  DESIGNATION -  10 74 G02
 AG8636  PID         -  AG8636
 AG8636  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8636  USGS QUAD   -  RIVERVIEW (1987)
 AG8636
 AG8636                         *CURRENT SURVEY CONTROL
 AG8636  ___________________________________________________________________
 AG8636* NAD 83(1990)-  27 51 41.92404(N)    082 19 18.98601(W)     ADJUSTED  
 AG8636* NAVD 88     -         6.27   (+/-2cm)      20.6    (feet)  VERTCON   
 AG8636  ___________________________________________________________________
 AG8636  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AG8636  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG8636
 AG8636  HORZ ORDER  -  SECOND
 AG8636  VERT ORDER  -  THIRD ? (See Below)
 AG8636
 AG8636.The horizontal coordinates were established by classical geodetic methods
 AG8636.and adjusted by the National Geodetic Survey in May 1991..
 AG8636
 AG8636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8636.The vertical order pertains to the NGVD 29 superseded value.
 AG8636
 AG8636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8636
 AG8636.The geoid height was determined by GEOID03.
 AG8636
 AG8636;                    North         East     Units Scale Factor Converg.
 AG8636;SPC FL W     -   390,919.308   168,294.742   MT  0.99995358   -0 09 01.6
 AG8636;SPC FL W     - 1,282,541.10    552,147.00   sFT  0.99995358   -0 09 01.6
 AG8636;UTM  17      - 3,082,578.042   369,851.287   MT  0.99980907   -0 37 04.4
 AG8636
 AG8636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8636!SPC FL W     -   1.00000295  x   0.99995358  =   0.99995653
 AG8636!UTM  17      -   1.00000295  x   0.99980907  =   0.99981201
 AG8636
 AG8636                          SUPERSEDED SURVEY CONTROL
 AG8636
 AG8636  NAD 83(1986)-  27 51 41.92967(N)    082 19 19.00371(W) AD(       ) 2
 AG8636  NGVD 29 (06/09/89)    6.55   (m)           21.5    (f) LEVELING    3  
 AG8636
 AG8636.Superseded values are not recommended for survey control.
 AG8636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8636.See file dsdata.txt to determine how the superseded data were derived.
 AG8636
 AG8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6985182578(NAD 83)
 AG8636_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8636+STABILITY: SURFACE MOTION
 AG8636
 AG8636  HISTORY     - Date     Condition        Report By
 AG8636  HISTORY     - UNK      MONUMENTED
 AG8636  HISTORY     - 1985     GOOD             FL-057
 AG8636
 AG8636                          STATION DESCRIPTION
 AG8636
 AG8636'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8636'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8636'
 AG8636'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8636'COUNTY.
 AG8636'
 AG8636'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8636'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8636'INTERSECTION WITH BOYETTE ROAD, GO EAST ON BOYETTE ROAD FOR ABOUT
 AG8636'0.5 MILES TO THE STATION ON THE WEST SIDE OF THE ROAD.
 AG8636'
 AG8636'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G02---SET
 AG8636'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8636'BELOW THE GROUND, LOCATED 16.6 FEET WEST OF THE CENTERLINE OF BOYETTE
 AG8636'ROAD, 54.2 FEET NORTHWEST OF A POWER POLE, 121.0 FEET NORTHWEST OF AN
 AG8636'18 INCH OAK TREE, 36.8 FEET NORTH OF A CABBAGE PALM TREE WITH A NAIL
 AG8636'AND HILLSBOROUGH COUNTY DISK.  THERE IS NO UNDERGROUND MARK, STATION
 AG8636'IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8637 ***********************************************************************
 AG8637  DESIGNATION -  10 74 G03
 AG8637  PID         -  AG8637
 AG8637  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8637  USGS QUAD   -  RIVERVIEW (1987)
 AG8637
 AG8637                         *CURRENT SURVEY CONTROL
 AG8637  ___________________________________________________________________
 AG8637* NAD 83(1990)-  27 51 26.13220(N)    082 19 07.33418(W)     ADJUSTED  
 AG8637* NAVD 88     -         5.33   (+/-2cm)      17.5    (feet)  VERTCON   
 AG8637  ___________________________________________________________________
 AG8637  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AG8637  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG8637
 AG8637  HORZ ORDER  -  SECOND
 AG8637  VERT ORDER  -  THIRD ? (See Below)
 AG8637
 AG8637.The horizontal coordinates were established by classical geodetic methods
 AG8637.and adjusted by the National Geodetic Survey in May 1991..
 AG8637
 AG8637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8637.The vertical order pertains to the NGVD 29 superseded value.
 AG8637
 AG8637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8637
 AG8637.The geoid height was determined by GEOID03.
 AG8637
 AG8637;                    North         East     Units Scale Factor Converg.
 AG8637;SPC FL W     -   390,432.386   168,612.229   MT  0.99995333   -0 08 56.1
 AG8637;SPC FL W     - 1,280,943.59    553,188.62   sFT  0.99995333   -0 08 56.1
 AG8637;UTM  17      - 3,082,088.618   370,164.745   MT  0.99980807   -0 36 58.6
 AG8637
 AG8637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8637!SPC FL W     -   1.00000309  x   0.99995333  =   0.99995642
 AG8637!UTM  17      -   1.00000309  x   0.99980807  =   0.99981116
 AG8637
 AG8637                          SUPERSEDED SURVEY CONTROL
 AG8637
 AG8637  NAD 83(1986)-  27 51 26.13792(N)    082 19 07.35212(W) AD(       ) 2
 AG8637  NGVD 29 (06/09/89)    5.61   (m)           18.4    (f) LEVELING    3  
 AG8637
 AG8637.Superseded values are not recommended for survey control.
 AG8637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8637.See file dsdata.txt to determine how the superseded data were derived.
 AG8637
 AG8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7016582089(NAD 83)
 AG8637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8637+STABILITY: SURFACE MOTION
 AG8637
 AG8637  HISTORY     - Date     Condition        Report By
 AG8637  HISTORY     - UNK      MONUMENTED
 AG8637  HISTORY     - 1985     POOR             FL-057
 AG8637
 AG8637                          STATION DESCRIPTION
 AG8637
 AG8637'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8637'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8637'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF HILLSBOROUGH COUNTY.
 AG8637'NOTE MONUMENT IS SLIGHTY TIPPED TO ONE SIDE.
 AG8637'
 AG8637'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8637'676A, PROCEED SOUTH ON HWY 301 FOR ABOUT 2.3 MILES TO THE INTERSECTION
 AG8637'WITH BOYETTE ROAD, GO EASTERLY ON BOYETTE ROAD FOR ABOUT 0.85 MILES TO
 AG8637'THE STATION ON THE SOUTH SIDE OF THE ROAD.
 AG8637'
 AG8637'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G03---SET
 AG8637'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 AG8637'GROUND, LOCATED 17.7 FEET SOUTH SOUTHWEST OF THE CENTERLINE OF
 AG8637'BOYETTE ROAD (NAIL AND CAP), 15.8 FEET NORTHWEST OF A POWER POLE,
 AG8637'37.5 FEET EAST OF A GUY POLE, 100.4 FEET SOUTHEAST OF THE CORNER OF
 AG8637'DECK AND CURB OF BRIDGE NUMBERED 104351, 61.5 FEET SOUTH OF A POWER
 AG8637'POLE.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE
 AG8637'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8638 ***********************************************************************
 AG8638  DESIGNATION -  10 74 G05
 AG8638  PID         -  AG8638
 AG8638  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8638  USGS QUAD   -  RIVERVIEW (1987)
 AG8638
 AG8638                         *CURRENT SURVEY CONTROL
 AG8638  ___________________________________________________________________
 AG8638* NAD 83(1990)-  27 51 23.66642(N)    082 18 54.67172(W)     ADJUSTED  
 AG8638* NAVD 88     -        15.26   (+/-2cm)      50.1    (feet)  VERTCON   
 AG8638  ___________________________________________________________________
 AG8638  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AG8638  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG8638
 AG8638  HORZ ORDER  -  SECOND
 AG8638  VERT ORDER  -  THIRD ? (See Below)
 AG8638
 AG8638.The horizontal coordinates were established by classical geodetic methods
 AG8638.and adjusted by the National Geodetic Survey in May 1991..
 AG8638
 AG8638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8638.The vertical order pertains to the NGVD 29 superseded value.
 AG8638
 AG8638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8638
 AG8638.The geoid height was determined by GEOID03.
 AG8638
 AG8638;                    North         East     Units Scale Factor Converg.
 AG8638;SPC FL W     -   390,355.592   168,958.444   MT  0.99995307   -0 08 50.2
 AG8638;SPC FL W     - 1,280,691.64    554,324.50   sFT  0.99995307   -0 08 50.2
 AG8638;UTM  17      - 3,082,009.013   370,510.273   MT  0.99980696   -0 36 52.6
 AG8638
 AG8638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8638!SPC FL W     -   1.00000153  x   0.99995307  =   0.99995460
 AG8638!UTM  17      -   1.00000153  x   0.99980696  =   0.99980849
 AG8638
 AG8638                          SUPERSEDED SURVEY CONTROL
 AG8638
 AG8638  NAD 83(1986)-  27 51 23.67219(N)    082 18 54.69022(W) AD(       ) 2
 AG8638  NGVD 29 (06/09/89)   15.53   (m)           51.0    (f) LEVELING    3  
 AG8638
 AG8638.Superseded values are not recommended for survey control.
 AG8638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8638.See file dsdata.txt to determine how the superseded data were derived.
 AG8638
 AG8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7051082009(NAD 83)
 AG8638_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8638+STABILITY: SURFACE MOTION
 AG8638
 AG8638  HISTORY     - Date     Condition        Report By
 AG8638  HISTORY     - UNK      MONUMENTED
 AG8638  HISTORY     - 1985     GOOD             FL-057
 AG8638
 AG8638                          STATION DESCRIPTION
 AG8638
 AG8638'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8638'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8638'
 AG8638'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8638'COUNTY.
 AG8638'
 AG8638'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8638'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8638'INTERSECTION WITH BOYETTE ROAD, GO EASTERLY ON BOYETTE ROAD FOR ABOUT
 AG8638'1.05 MILES TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 AG8638'
 AG8638'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G05---SET
 AG8638'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8638'BELOW THE GROUND, LOCATED 25.7 FEET NORTH OF THE CENTERLINE OF BOYETTE
 AG8638'ROAD, 15.0 FEET NORTH OF A NAIL AND HILLSBOROUGH COUNTY DISK IN THE
 AG8638'EDGE OF PAVEMENT, 50.0 FEET NORTHEAST OF A POWER POLE WITH A D.O.T.
 AG8638'TAG AND NAIL , 44.0 FEET WEST OF A POWER POLE WITH A D.O.T. TAG AND
 AG8638'NAIL, 74.7 FEET NORTHWEST OF A 30 INCH HICKORY TREE.  THERE IS NO
 AG8638'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8639 ***********************************************************************
 AG8639  DESIGNATION -  10 74 G07
 AG8639  PID         -  AG8639
 AG8639  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8639  USGS QUAD   -  RIVERVIEW (1987)
 AG8639
 AG8639                         *CURRENT SURVEY CONTROL
 AG8639  ___________________________________________________________________
 AG8639* NAD 83(1990)-  27 51 12.90427(N)    082 18 51.86651(W)     ADJUSTED  
 AG8639* NAVD 88     -        19.19   (+/-2cm)      63.0    (feet)  VERTCON   
 AG8639  ___________________________________________________________________
 AG8639  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AG8639  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG8639
 AG8639  HORZ ORDER  -  SECOND
 AG8639  VERT ORDER  -  THIRD ? (See Below)
 AG8639
 AG8639.The horizontal coordinates were established by classical geodetic methods
 AG8639.and adjusted by the National Geodetic Survey in May 1991..
 AG8639
 AG8639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8639.The vertical order pertains to the NGVD 29 superseded value.
 AG8639
 AG8639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8639
 AG8639.The geoid height was determined by GEOID03.
 AG8639
 AG8639;                    North         East     Units Scale Factor Converg.
 AG8639;SPC FL W     -   390,024.125   169,034.338   MT  0.99995301   -0 08 48.8
 AG8639;SPC FL W     - 1,279,604.15    554,573.49   sFT  0.99995301   -0 08 48.8
 AG8639;UTM  17      - 3,081,676.987   370,583.450   MT  0.99980673   -0 36 51.1
 AG8639
 AG8639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8639!SPC FL W     -   1.00000092  x   0.99995301  =   0.99995393
 AG8639!UTM  17      -   1.00000092  x   0.99980673  =   0.99980765
 AG8639
 AG8639                          SUPERSEDED SURVEY CONTROL
 AG8639
 AG8639  NAD 83(1986)-  27 51 12.91027(N)    082 18 51.88519(W) AD(       ) 2
 AG8639  NGVD 29 (06/09/89)   19.46   (m)           63.8    (f) LEVELING    3  
 AG8639
 AG8639.Superseded values are not recommended for survey control.
 AG8639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8639.See file dsdata.txt to determine how the superseded data were derived.
 AG8639
 AG8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7058381677(NAD 83)
 AG8639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8639+STABILITY: SURFACE MOTION
 AG8639
 AG8639  HISTORY     - Date     Condition        Report By
 AG8639  HISTORY     - UNK      MONUMENTED
 AG8639  HISTORY     - 1985     GOOD             FL-057
 AG8639
 AG8639                          STATION DESCRIPTION
 AG8639
 AG8639'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8639'THIS STATION WAS RECOVED IN GOOD CONDITION.
 AG8639'
 AG8639'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8639'COUNTY.
 AG8639'
 AG8639'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8639'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8639'INTERSECTION WITH BOYETTE ROAD.  GO EAST ON BOYETTE ROAD FOR ABOUT
 AG8639'1.3 MILES TO THE STATION IN THE SOUTHWEST CORNER OF THE TRIANGULAR
 AG8639'MEDIAN IN THE INTERSECTION OF BOYETTE AND BALM RIVERVIEW ROADS.
 AG8639'
 AG8639'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G07---SET
 AG8639'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8639'BELOW THE GROUND, LOCATED 36.6 FEET EAST OF THE CENTERLINE OF BALM
 AG8639'RIVERVIEW ROAD, 18.0 FEET NORTH OF THE CENTERLINE OF BOYETTE ROAD,
 AG8639'50.9 FEET NORTHWEST OF A POWER POLE, 48.2 FEET NORTHEAST OF A POWER
 AG8639'POLE, 71.7 FEET NORTHEAST OF A POWER POLE, 14.3 FEET SOUTHEAST OF AN
 AG8639'IRON ROD WITH A PLASTIC CAP.  THERE IS NO UNDERGROUND MARK, STATION
 AG8639'IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8640 ***********************************************************************
 AG8640  DESIGNATION -  10 74 G08
 AG8640  PID         -  AG8640
 AG8640  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8640  USGS QUAD   -  RIVERVIEW (1987)
 AG8640
 AG8640                         *CURRENT SURVEY CONTROL
 AG8640  ___________________________________________________________________
 AG8640* NAD 83(1990)-  27 51 12.58506(N)    082 18 37.49428(W)     ADJUSTED  
 AG8640* NAVD 88     -        21.00   (+/-2cm)      68.9    (feet)  VERTCON   
 AG8640  ___________________________________________________________________
 AG8640  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AG8640  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG8640
 AG8640  HORZ ORDER  -  SECOND
 AG8640  VERT ORDER  -  THIRD ? (See Below)
 AG8640
 AG8640.The horizontal coordinates were established by classical geodetic methods
 AG8640.and adjusted by the National Geodetic Survey in May 1991..
 AG8640
 AG8640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8640.The vertical order pertains to the NGVD 29 superseded value.
 AG8640
 AG8640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8640
 AG8640.The geoid height was determined by GEOID03.
 AG8640
 AG8640;                    North         East     Units Scale Factor Converg.
 AG8640;SPC FL W     -   390,013.298   169,427.512   MT  0.99995271   -0 08 42.1
 AG8640;SPC FL W     - 1,279,568.63    555,863.43   sFT  0.99995271   -0 08 42.1
 AG8640;UTM  17      - 3,081,662.956   370,976.464   MT  0.99980547   -0 36 44.4
 AG8640
 AG8640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8640!SPC FL W     -   1.00000063  x   0.99995271  =   0.99995334
 AG8640!UTM  17      -   1.00000063  x   0.99980547  =   0.99980610
 AG8640
 AG8640                          SUPERSEDED SURVEY CONTROL
 AG8640
 AG8640  NAD 83(1986)-  27 51 12.59103(N)    082 18 37.51322(W) AD(       ) 2
 AG8640  NGVD 29 (06/09/89)   21.27   (m)           69.8    (f) LEVELING    3  
 AG8640
 AG8640.Superseded values are not recommended for survey control.
 AG8640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8640.See file dsdata.txt to determine how the superseded data were derived.
 AG8640
 AG8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7097681663(NAD 83)
 AG8640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8640+STABILITY: SURFACE MOTION
 AG8640
 AG8640  HISTORY     - Date     Condition        Report By
 AG8640  HISTORY     - UNK      MONUMENTED
 AG8640  HISTORY     - 1985     GOOD             FL-057
 AG8640
 AG8640                          STATION DESCRIPTION
 AG8640
 AG8640'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8640'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 AG8640'
 AG8640'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTH HILLSBOROUGH
 AG8640'COUNTY.
 AG8640'
 AG8640'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8640'676A, PROCEED SOUTH ON HWY 301 FOR ABOUT 2.3 MILES TO THE INTERSECTION
 AG8640'WITH BOYETTE ROAD.  GO EAST ON BOYETTE ROAD FOR ABOUT 1.5 MILES TO
 AG8640'THE STATION ON THE SOUTH SIDE OF THE ROAD.
 AG8640'
 AG8640'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G08---SET
 AG8640'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 1 INCH
 AG8640'BELOW THE GROUND, LOCATED 19.1 FEET SOUTH OF THE CENTERLINE OF
 AG8640'BOYETTE ROAD, 8.3 FEET NORTH OF A WITNESS POST AND FENCE, 10.6 FEET
 AG8640'NORTHEAST OF A FENCE CORNER, 75.6 FEET EAST OF A POWER POLE, 96.0
 AG8640'FEET SOUTHEAST OF A POWER POLE.  THERE IS NO UNDERGROUND MARK,
 AG8640'STATION IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8641 ***********************************************************************
 AG8641  DESIGNATION -  10 74 G09
 AG8641  PID         -  AG8641
 AG8641  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8641  USGS QUAD   -  RIVERVIEW (1987)
 AG8641
 AG8641                         *CURRENT SURVEY CONTROL
 AG8641  ___________________________________________________________________
 AG8641* NAD 83(1990)-  27 51 13.06798(N)    082 18 07.53493(W)     ADJUSTED  
 AG8641* NAVD 88     -        22.26   (+/-2cm)      73.0    (feet)  VERTCON   
 AG8641  ___________________________________________________________________
 AG8641  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AG8641  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG8641
 AG8641  HORZ ORDER  -  SECOND
 AG8641  VERT ORDER  -  THIRD ? (See Below)
 AG8641
 AG8641.The horizontal coordinates were established by classical geodetic methods
 AG8641.and adjusted by the National Geodetic Survey in May 1991..
 AG8641
 AG8641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8641.The vertical order pertains to the NGVD 29 superseded value.
 AG8641
 AG8641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8641
 AG8641.The geoid height was determined by GEOID03.
 AG8641
 AG8641;                    North         East     Units Scale Factor Converg.
 AG8641;SPC FL W     -   390,026.116   170,247.183   MT  0.99995210   -0 08 28.1
 AG8641;SPC FL W     - 1,279,610.68    558,552.63   sFT  0.99995210   -0 08 28.1
 AG8641;UTM  17      - 3,081,669.087   371,796.091   MT  0.99980287   -0 36 30.4
 AG8641
 AG8641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8641!SPC FL W     -   1.00000044  x   0.99995210  =   0.99995254
 AG8641!UTM  17      -   1.00000044  x   0.99980287  =   0.99980331
 AG8641
 AG8641                          SUPERSEDED SURVEY CONTROL
 AG8641
 AG8641  NAD 83(1986)-  27 51 13.07390(N)    082 18 07.55413(W) AD(       ) 2
 AG8641  NGVD 29 (06/09/89)   22.53   (m)           73.9    (f) LEVELING    3  
 AG8641
 AG8641.Superseded values are not recommended for survey control.
 AG8641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8641.See file dsdata.txt to determine how the superseded data were derived.
 AG8641
 AG8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7179681669(NAD 83)
 AG8641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8641+STABILITY: SURFACE MOTION
 AG8641
 AG8641  HISTORY     - Date     Condition        Report By
 AG8641  HISTORY     - UNK      MONUMENTED
 AG8641  HISTORY     - 1985     GOOD             FL-057
 AG8641
 AG8641                          STATION DESCRIPTION
 AG8641
 AG8641'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8641'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8641'
 AG8641'STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8641'COUNTY.
 AG8641'
 AG8641'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8641'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8641'INTRSECTION WITH BOYETTE ROAD.  GO EASTERLY ON BOYETTE ROAD FOR ABOUT
 AG8641'2.05 MILES TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 AG8641'
 AG8641'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G09---SET
 AG8641'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 4 INCHES
 AG8641'BELOW THE GROUND, LOCATED 23.2 FEET NORTH OF THE CENTERLINE OF
 AG8641'BOYETTE ROAD, 28.7 FEET SOUTH OF A 24 INCH OAK TREE, 77.0 FEET
 AG8641'NORTHEAST OF A POWER POLE, 68.3 FEET SOUTHEAST OF A FENCE CORNER,
 AG8641'5.6 FEET NORTHEAST OF A POWER POLE, 50 FEET NORTHEAST OF THE
 AG8641'INTERSECTION OF BOYETTE AND MCMULLEN ROADS.  THERE IS NO UNDERGROUND
 AG8641'MARK, STATION IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8642 ***********************************************************************
 AG8642  DESIGNATION -  10 74 G14
 AG8642  PID         -  AG8642
 AG8642  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8642  USGS QUAD   -  RIVERVIEW (1987)
 AG8642
 AG8642                         *CURRENT SURVEY CONTROL
 AG8642  ___________________________________________________________________
 AG8642* NAD 83(1990)-  27 51 12.79123(N)    082 16 09.06874(W)     ADJUSTED  
 AG8642* NAVD 88     -        15.53   (+/-2cm)      51.0    (feet)  VERTCON   
 AG8642  ___________________________________________________________________
 AG8642  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AG8642  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AG8642
 AG8642  HORZ ORDER  -  SECOND
 AG8642  VERT ORDER  -  THIRD ? (See Below)
 AG8642
 AG8642.The horizontal coordinates were established by classical geodetic methods
 AG8642.and adjusted by the National Geodetic Survey in May 1991..
 AG8642
 AG8642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8642.The vertical order pertains to the NGVD 29 superseded value.
 AG8642
 AG8642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8642
 AG8642.The geoid height was determined by GEOID03.
 AG8642
 AG8642;                    North         East     Units Scale Factor Converg.
 AG8642;SPC FL W     -   390,010.048   173,488.180   MT  0.99994985   -0 07 32.8
 AG8642;SPC FL W     - 1,279,557.97    569,185.80   sFT  0.99994985   -0 07 32.8
 AG8642;UTM  17      - 3,081,626.594   375,036.354   MT  0.99979275   -0 35 35.0
 AG8642
 AG8642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8642!SPC FL W     -   1.00000150  x   0.99994985  =   0.99995135
 AG8642!UTM  17      -   1.00000150  x   0.99979275  =   0.99979425
 AG8642
 AG8642                          SUPERSEDED SURVEY CONTROL
 AG8642
 AG8642  NAD 83(1986)-  27 51 12.79692(N)    082 16 09.08899(W) AD(       ) 2
 AG8642  NGVD 29 (06/09/89)   15.80   (m)           51.8    (f) LEVELING    3  
 AG8642
 AG8642.Superseded values are not recommended for survey control.
 AG8642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8642.See file dsdata.txt to determine how the superseded data were derived.
 AG8642
 AG8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7503681627(NAD 83)
 AG8642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8642+STABILITY: SURFACE MOTION
 AG8642
 AG8642  HISTORY     - Date     Condition        Report By
 AG8642  HISTORY     - UNK      MONUMENTED
 AG8642  HISTORY     - 1985     GOOD             FL-057
 AG8642
 AG8642                          STATION DESCRIPTION
 AG8642
 AG8642'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8642'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8642'
 AG8642'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE RIVERVIEW AREA
 AG8642'OF SOUTHERN HILLSBOROUGH COUNTY.
 AG8642'
 AG8642'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8642'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8642'INTERSECTION WITH BOYETTE ROAD.  GO EASTERLY ON BOYETTE ROAD FOR
 AG8642'ABOUT 4.1 MILES TO THE STATION ON THE EAST SIDE OF THE T
 AG8642'INTERSECTION OF THE ROAD.
 AG8642'
 AG8642'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G14---SET
 AG8642'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8642'BELOW THE GROUND, LOCATED 24.7 FEET SOUTH OF THE EXTENDED EAST AND
 AG8642'WEST CENTERLINE OF BOYETTE ROAD, 15.4 FEET EAST OF THE NORTH-SOUTH
 AG8642'CENTERLINE OF BOYETTE ROAD, 20.6 FEET NORTHEAST OF A POWER POLE, 43.2
 AG8642'FEET SOUTHWEST OF A FENCE CORNER, 41.6 FEET SOUTHEAST OF A RAILROAD
 AG8642'SPIKE IN PAVEMENT, 29.2 FEET SOUTHEAST OF THE INTERSECTION OF BELL
 AG8642'SHOALS AND BOYETTE ROADS.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8642'COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9483 ***********************************************************************
 AG9483  DESIGNATION -  10 90 A098
 AG9483  PID         -  AG9483
 AG9483  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9483  USGS QUAD   -  BRANDON (1987)
 AG9483
 AG9483                         *CURRENT SURVEY CONTROL
 AG9483  ___________________________________________________________________
 AG9483* NAD 83(1999)-  27 59 34.10322(N)    082 19 07.77984(W)     ADJUSTED  
 AG9483* NAVD 88     -        12.0    (meters)      39.     (feet)  GPS OBS   
 AG9483  ___________________________________________________________________
 AG9483  X           -     753,321.788 (meters)                     COMP
 AG9483  Y           -  -5,585,510.803 (meters)                     COMP
 AG9483  Z           -   2,975,795.148 (meters)                     COMP
 AG9483  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AG9483  ELLIP HEIGHT-         -13.28  (meters)          (06/19/01) GPS OBS
 AG9483  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AG9483
 AG9483  HORZ ORDER  -  FIRST
 AG9483  ELLP ORDER  -  FOURTH    CLASS I
 AG9483
 AG9483.The horizontal coordinates were established by GPS observations
 AG9483.and adjusted by the National Geodetic Survey in June 2001..
 AG9483
 AG9483.The orthometric height was determined by GPS observations and a
 AG9483.high-resolution geoid model.
 AG9483
 AG9483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9483
 AG9483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9483
 AG9483.The ellipsoidal height was determined by GPS observations
 AG9483.and is referenced to NAD 83.
 AG9483
 AG9483.The geoid height was determined by GEOID03.
 AG9483
 AG9483;                    North         East     Units Scale Factor Converg.
 AG9483;SPC FL W     -   405,452.802   168,639.180   MT  0.99995331   -0 08 58.7
 AG9483;SPC FL W     - 1,330,223.07    553,277.04   sFT  0.99995331   -0 08 58.7
 AG9483;UTM  17      - 3,097,106.126   370,314.467   MT  0.99980758   -0 37 08.7
 AG9483
 AG9483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9483!SPC FL W     -   1.00000209  x   0.99995331  =   0.99995540
 AG9483!UTM  17      -   1.00000209  x   0.99980758  =   0.99980967
 AG9483
 AG9483:                Primary Azimuth Mark                     Grid Az
 AG9483:SPC FL W     -  10 90 A099                               000 24 09.8
 AG9483:UTM  17      -  10 90 A099                               000 52 19.8
 AG9483
 AG9483|---------------------------------------------------------------------|
 AG9483| PID    Reference Object                     Distance      Geod. Az  |
 AG9483|                                                           dddmmss.s |
 AG9483| AL8191 10 90 A099                          APPROX. 1.0 KM 0001511.1 |
 AG9483|---------------------------------------------------------------------|
 AG9483
 AG9483                          SUPERSEDED SURVEY CONTROL
 AG9483
 AG9483  NAD 83(1990)-  27 59 34.10165(N)    082 19 07.77895(W) AD(       ) 1
 AG9483  ELLIP H (07/07/94)  -13.25   (m)                       GP(       ) 4 1
 AG9483  NAD 83(1990)-  27 59 34.10169(N)    082 19 07.77915(W) AD(       ) 2
 AG9483
 AG9483.Superseded values are not recommended for survey control.
 AG9483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9483.See file dsdata.txt to determine how the superseded data were derived.
 AG9483
 AG9483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7031497106(NAD 83)
 AG9483_MARKER: DD = SURVEY DISK
 AG9483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9483_SP_SET: CONCRETE POST
 AG9483_STAMPING: 10-90-A098
 AG9483_MARK LOGO: FLDT  
 AG9483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9483+STABILITY: SURFACE MOTION
 AG9483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9483+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9483
 AG9483  HISTORY     - Date     Condition        Report By
 AG9483  HISTORY     - 1992     MONUMENTED       GENGRP
 AG9483
 AG9483                          STATION DESCRIPTION
 AG9483
 AG9483'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AG9483'8.3 MI (13.4 KM) FROM TAMPA. FROM THE INTERSECTION OF HIGHWAY 92 AND
 AG9483'WILLIAM ROAD PROCEED SOUTH 0.4 MI (0.6 KM) TO THE STATION ON THE
 AG9483'RIGHT. STATION IS 154 FT (46.9 M) NORTH OF THE CENTERLINE OF LEHMAN
 AG9483'ROAD, 20.6 FT (6.3 M) WEST OF THE CENTERLINE OF WILLIAM ROAD, 51 FT
 AG9483'(15.5 M) SOUTH OF A POWERPOLE, 19 FT (5.8 M) EAST OF A HOGWIRE FENCE,
 AG9483'174 FT (53.0 M) NORTH OF A POWER POLE. SECTION 5 TWP 29 S. RGE. 20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8191 ***********************************************************************
 AL8191  DESIGNATION -  10 90 A099
 AL8191  PID         -  AL8191
 AL8191  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8191  USGS QUAD   -  THONOTOSASSA (1987)
 AL8191
 AL8191                         *CURRENT SURVEY CONTROL
 AL8191  ___________________________________________________________________
 AL8191* NAD 83(1999)-  28 00 07.55398(N)    082 19 07.61337(W)     ADJUSTED  
 AL8191* NAVD 88     -        15.1    (meters)      50.     (feet)  GPS OBS   
 AL8191  ___________________________________________________________________
 AL8191  X           -     753,262.048 (meters)                     COMP
 AL8191  Y           -  -5,585,033.827 (meters)                     COMP
 AL8191  Z           -   2,976,705.794 (meters)                     COMP
 AL8191  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AL8191  ELLIP HEIGHT-         -10.22  (meters)          (06/19/01) GPS OBS
 AL8191  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AL8191
 AL8191  HORZ ORDER  -  FIRST
 AL8191  ELLP ORDER  -  FOURTH    CLASS I
 AL8191
 AL8191.The horizontal coordinates were established by GPS observations
 AL8191.and adjusted by the National Geodetic Survey in June 2001..
 AL8191
 AL8191.The orthometric height was determined by GPS observations and a
 AL8191.high-resolution geoid model.
 AL8191
 AL8191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8191
 AL8191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8191
 AL8191.The ellipsoidal height was determined by GPS observations
 AL8191.and is referenced to NAD 83.
 AL8191
 AL8191.The geoid height was determined by GEOID03.
 AL8191
 AL8191;                    North         East     Units Scale Factor Converg.
 AL8191;SPC FL W     -   406,482.459   168,646.418   MT  0.99995331   -0 08 58.8
 AL8191;SPC FL W     - 1,333,601.20    553,300.79   sFT  0.99995331   -0 08 58.8
 AL8191;UTM  17      - 3,098,135.539   370,330.140   MT  0.99980753   -0 37 09.3
 AL8191
 AL8191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8191!SPC FL W     -   1.00000161  x   0.99995331  =   0.99995492
 AL8191!UTM  17      -   1.00000161  x   0.99980753  =   0.99980914
 AL8191
 AL8191:                Primary Azimuth Mark                     Grid Az
 AL8191:SPC FL W     -  10 90 A098                               180 24 09.9
 AL8191:UTM  17      -  10 90 A098                               180 52 20.4
 AL8191
 AL8191|---------------------------------------------------------------------|
 AL8191| PID    Reference Object                     Distance      Geod. Az  |
 AL8191|                                                           dddmmss.s |
 AL8191| AG9483 10 90 A098                          APPROX. 1.0 KM 1801511.1 |
 AL8191|---------------------------------------------------------------------|
 AL8191
 AL8191                          SUPERSEDED SURVEY CONTROL
 AL8191
 AL8191  NAD 83(1990)-  28 00 07.55240(N)    082 19 07.61248(W) AD(       ) 1
 AL8191  ELLIP H (07/07/94)  -10.19   (m)                       GP(       ) 4 1
 AL8191  NAD 83(1990)-  28 00 07.55244(N)    082 19 07.61268(W) AD(       ) 2
 AL8191
 AL8191.Superseded values are not recommended for survey control.
 AL8191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8191.See file dsdata.txt to determine how the superseded data were derived.
 AL8191
 AL8191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7033098136(NAD 83)
 AL8191_MARKER: DD = SURVEY DISK
 AL8191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8191_SP_SET: CONCRETE POST
 AL8191_STAMPING: 10-90-A099
 AL8191_MARK LOGO: FLDT  
 AL8191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8191+STABILITY: SURFACE MOTION
 AL8191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8191+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8191
 AL8191  HISTORY     - Date     Condition        Report By
 AL8191  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8191
 AL8191                          STATION DESCRIPTION
 AL8191
 AL8191'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8191'MI EAST OF TAMPA. FROM THE INTERSECTION OF HIGHWAY 92 AND WILLLIAMS
 AL8191'ROAD PROCEED NORTH 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT. THE
 AL8191'STATION IS 24 FT (7.3 M) EAST OF THE CENTER OF WILLIAMS ROAD, 72.5 FT
 AL8191'(22.1 M) NORTH OF A POWERPOLE, 150 FT (45.7 M) SOUTH OF A POWER POLE,
 AL8191'366.8 FT (111.8 M) SOUTH OF THE CENTER OF THE INTERSTATE HIGHWAY 4
 AL8191'EAST BOUND EDGE OF PAVEMENT, 1.3 FT (0.4 M) EAST OF A STEEL GUARD
 AL8191'RAIL. STATION IF SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 32
 AL8191'TWP.28 S. RGE. 20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8192 ***********************************************************************
 AL8192  DESIGNATION -  10 92 B01
 AL8192  PID         -  AL8192
 AL8192  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8192  USGS QUAD   -  THONOTOSASSA (1987)
 AL8192
 AL8192                         *CURRENT SURVEY CONTROL
 AL8192  ___________________________________________________________________
 AL8192* NAD 83(1999)-  28 00 12.93695(N)    082 18 36.70692(W)     ADJUSTED  
 AL8192* NAVD 88     -        10.46   (meters)      34.3    (feet)  LEVELING  
 AL8192  ___________________________________________________________________
 AL8192  X           -     754,087.937 (meters)                     COMP
 AL8192  Y           -  -5,584,839.753 (meters)                     COMP
 AL8192  Z           -   2,976,849.929 (meters)                     COMP
 AL8192  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AL8192  ELLIP HEIGHT-         -14.84  (meters)          (06/19/01) GPS OBS
 AL8192  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AL8192
 AL8192  HORZ ORDER  -  FIRST
 AL8192  VERT ORDER  -  THIRD ?
 AL8192  ELLP ORDER  -  FOURTH    CLASS I
 AL8192
 AL8192.The horizontal coordinates were established by GPS observations
 AL8192.and adjusted by the National Geodetic Survey in June 2001..
 AL8192
 AL8192.The orthometric height was determined by differential leveling.
 AL8192.The vertical network tie was performed by a horz. field party for horz.
 AL8192.obs reductions. Reset procedures were used to establish the elevation.
 AL8192
 AL8192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8192
 AL8192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8192
 AL8192.The ellipsoidal height was determined by GPS observations
 AL8192.and is referenced to NAD 83.
 AL8192
 AL8192.The geoid height was determined by GEOID03.
 AL8192
 AL8192;                    North         East     Units Scale Factor Converg.
 AL8192;SPC FL W     -   406,645.980   169,491.229   MT  0.99995266   -0 08 44.3
 AL8192;SPC FL W     - 1,334,137.69    556,072.47   sFT  0.99995266   -0 08 44.3
 AL8192;UTM  17      - 3,098,292.107   371,176.138   MT  0.99980483   -0 36 54.9
 AL8192
 AL8192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8192!SPC FL W     -   1.00000233  x   0.99995266  =   0.99995499
 AL8192!UTM  17      -   1.00000233  x   0.99980483  =   0.99980716
 AL8192
 AL8192:                Primary Azimuth Mark                     Grid Az
 AL8192:SPC FL W     -  10 92 B03                                075 54 16.7
 AL8192:UTM  17      -  10 92 B03                                076 22 27.3
 AL8192
 AL8192|---------------------------------------------------------------------|
 AL8192| PID    Reference Object                     Distance      Geod. Az  |
 AL8192|                                                           dddmmss.s |
 AL8192| AL8194 10 92 B03                           APPROX. 1.6 KM 0754532.4 |
 AL8192| AL8193 10 92 B02                           APPROX. 0.7 KM 0861517.6 |
 AL8192|---------------------------------------------------------------------|
 AL8192
 AL8192                          SUPERSEDED SURVEY CONTROL
 AL8192
 AL8192  NAD 83(1990)-  28 00 12.93540(N)    082 18 36.70601(W) AD(       ) 1
 AL8192  ELLIP H (07/07/94)  -14.80   (m)                       GP(       ) 4 1
 AL8192  NAD 83(1990)-  28 00 12.93542(N)    082 18 36.70616(W) AD(       ) 2
 AL8192
 AL8192.Superseded values are not recommended for survey control.
 AL8192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8192.See file dsdata.txt to determine how the superseded data were derived.
 AL8192
 AL8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7117698292(NAD 83)
 AL8192_MARKER: DD = SURVEY DISK
 AL8192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8192_SP_SET: CONCRETE POST
 AL8192_STAMPING: 10-92-B01
 AL8192_MARK LOGO: FLDT  
 AL8192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8192+STABILITY: SURFACE MOTION
 AL8192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8192+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8192
 AL8192  HISTORY     - Date     Condition        Report By
 AL8192  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8192  HISTORY     - 20040212 MARK NOT FOUND   USGS
 AL8192
 AL8192                          STATION DESCRIPTION
 AL8192
 AL8192'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8192'8.9 MI (14.3 KM) EAST OF TAMPA, 1.3 MI (2.1 KM) NORTH OF MANGO. FROM
 AL8192'THE INTERSECTION OF COUNTY ROAD 579 ON STATE ROAD 92 PROCEED WEST ON
 AL8192'STATE ROAD 92, 0.5 MI (0.8 KM) TO BLACK DAIRY ROAD, PROCEED NORTH ON
 AL8192'BLACK DAIRY ROAD 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. THE
 AL8192'STATION IS LOCATED 140 FT (42.7 M) EAST OF THE CENTERLINE OF BLACK
 AL8192'DAIRY ROAD, 12 FT (3.7 M) SOUTH OF THE EDGE OF PAVEMENT OF AN
 AL8192'ABANDONED DRAG RACING TRACK, 60.1 FT (18.3 M) NORTHEAST OF A PK NAIL
 AL8192'IN A 12IN OAK TREE 76.7 FT (23.4 M) NORTHWEST OF A PK NAIL IN A 16IN
 AL8192'OAK TREE. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL . SECTION
 AL8192'33 TWP. 28 S. RGE 20 E.
 AL8192
 AL8192                          STATION RECOVERY (2004)
 AL8192
 AL8192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (BJR)
 AL8192'ABBANDONED DRAG RACING TRACK GONE.  NEW RETENTION POND IN DESCRIBED
 AL8192'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8193 ***********************************************************************
 AL8193  DESIGNATION -  10 92 B02
 AL8193  PID         -  AL8193
 AL8193  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8193  USGS QUAD   -  THONOTOSASSA (1987)
 AL8193
 AL8193                         *CURRENT SURVEY CONTROL
 AL8193  ___________________________________________________________________
 AL8193* NAD 83(1999)-  28 00 14.42376(N)    082 18 11.10380(W)     ADJUSTED  
 AL8193* NAVD 88     -        20.2    (meters)      66.     (feet)  GPS OBS   
 AL8193  ___________________________________________________________________
 AL8193  X           -     754,779.442 (meters)                     COMP
 AL8193  Y           -  -5,584,733.377 (meters)                     COMP
 AL8193  Z           -   2,976,894.936 (meters)                     COMP
 AL8193  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AL8193  ELLIP HEIGHT-          -5.05  (meters)          (06/19/01) GPS OBS
 AL8193  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AL8193
 AL8193  HORZ ORDER  -  FIRST
 AL8193  ELLP ORDER  -  FOURTH    CLASS I
 AL8193
 AL8193.The horizontal coordinates were established by GPS observations
 AL8193.and adjusted by the National Geodetic Survey in June 2001..
 AL8193
 AL8193.The orthometric height was determined by GPS observations and a
 AL8193.high-resolution geoid model.
 AL8193
 AL8193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8193
 AL8193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8193
 AL8193.The ellipsoidal height was determined by GPS observations
 AL8193.and is referenced to NAD 83.
 AL8193
 AL8193.The geoid height was determined by GEOID03.
 AL8193
 AL8193;                    North         East     Units Scale Factor Converg.
 AL8193;SPC FL W     -   406,689.989   170,190.831   MT  0.99995214   -0 08 32.3
 AL8193;SPC FL W     - 1,334,282.07    558,367.75   sFT  0.99995214   -0 08 32.3
 AL8193;UTM  17      - 3,098,330.374   371,875.974   MT  0.99980261   -0 36 42.9
 AL8193
 AL8193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8193!SPC FL W     -   1.00000079  x   0.99995214  =   0.99995293
 AL8193!UTM  17      -   1.00000079  x   0.99980261  =   0.99980340
 AL8193
 AL8193:                Primary Azimuth Mark                     Grid Az
 AL8193:SPC FL W     -  10 92 B01                                266 24 01.9
 AL8193:UTM  17      -  10 92 B01                                266 52 12.5
 AL8193
 AL8193|---------------------------------------------------------------------|
 AL8193| PID    Reference Object                     Distance      Geod. Az  |
 AL8193|                                                           dddmmss.s |
 AL8193| AL8192 10 92 B01                           APPROX. 0.7 KM 2661529.6 |
 AL8193|---------------------------------------------------------------------|
 AL8193
 AL8193                          SUPERSEDED SURVEY CONTROL
 AL8193
 AL8193  NAD 83(1990)-  28 00 14.42214(N)    082 18 11.10292(W) AD(       ) 1
 AL8193  ELLIP H (07/07/94)   -5.02   (m)                       GP(       ) 4 1
 AL8193  NAD 83(1990)-  28 00 14.42217(N)    082 18 11.10314(W) AD(       ) 2
 AL8193
 AL8193.Superseded values are not recommended for survey control.
 AL8193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8193.See file dsdata.txt to determine how the superseded data were derived.
 AL8193
 AL8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7187698330(NAD 83)
 AL8193_MARKER: DD = SURVEY DISK
 AL8193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8193_SP_SET: CONCRETE POST
 AL8193_STAMPING: 10-92-B02
 AL8193_MARK LOGO: FLDT  
 AL8193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8193+STABILITY: SURFACE MOTION
 AL8193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8193+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8193
 AL8193  HISTORY     - Date     Condition        Report By
 AL8193  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8193
 AL8193                          STATION DESCRIPTION
 AL8193
 AL8193'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8193'THE STATION IS LOCATED AT THE INTERSECTION OF COUNTY ROUTE 579 AND
 AL8193'INTERSTATE ROUTE 4. THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF
 AL8193'THE INTERCHANGE. THE STATION IS 6.4 FT (2.0 M) SOUTHWEST OF A HOGWIRE
 AL8193'FENCE, 142.7 FT (43.5 M) SOUTHWEST OF A POWER POLE, 73.0 FT (22.3 M)
 AL8193'SOUTH OF A PK NAIL AND WASHER SET IN THE SOUTH EDGE OF PAVEMENT OF THE
 AL8193'EASTBOUND EXIT RAMP AT I-4 EXIT NO. 8, 80.3 FT (24.5 M) EAST OF A PK
 AL8193'NAIL AND WASHER SET IN THE SOUTH EDGE OF PAVEMENT OF THE EASTBOUND
 AL8193'EXIT RAMP AT I-4 EXIT NO. 8. SECTION 33 TWP.28 S. RGE. 20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8194 ***********************************************************************
 AL8194  DESIGNATION -  10 92 B03
 AL8194  PID         -  AL8194
 AL8194  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8194  USGS QUAD   -  THONOTOSASSA (1987)
 AL8194
 AL8194                         *CURRENT SURVEY CONTROL
 AL8194  ___________________________________________________________________
 AL8194* NAD 83(1999)-  28 00 25.32594(N)    082 17 41.69354(W)     ADJUSTED  
 AL8194* NAVD 88     -        27.4    (meters)      90.     (feet)  GPS OBS   
 AL8194  ___________________________________________________________________
 AL8194  X           -     755,555.451 (meters)                     COMP
 AL8194  Y           -  -5,584,475.784 (meters)                     COMP
 AL8194  Z           -   2,977,194.594 (meters)                     COMP
 AL8194  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AL8194  ELLIP HEIGHT-           2.09  (meters)          (06/19/01) GPS OBS
 AL8194  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AL8194
 AL8194  HORZ ORDER  -  FIRST
 AL8194  ELLP ORDER  -  FOURTH    CLASS I
 AL8194
 AL8194.The horizontal coordinates were established by GPS observations
 AL8194.and adjusted by the National Geodetic Survey in June 2001..
 AL8194
 AL8194.The orthometric height was determined by GPS observations and a
 AL8194.high-resolution geoid model.
 AL8194
 AL8194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8194
 AL8194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8194
 AL8194.The ellipsoidal height was determined by GPS observations
 AL8194.and is referenced to NAD 83.
 AL8194
 AL8194.The geoid height was determined by GEOID03.
 AL8194
 AL8194;                    North         East     Units Scale Factor Converg.
 AL8194;SPC FL W     -   407,023.607   170,995.141   MT  0.99995156   -0 08 18.6
 AL8194;SPC FL W     - 1,335,376.62    561,006.56   sFT  0.99995156   -0 08 18.6
 AL8194;UTM  17      - 3,098,657.339   372,682.869   MT  0.99980007   -0 36 29.3
 AL8194
 AL8194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8194!SPC FL W     -   0.99999967  x   0.99995156  =   0.99995123
 AL8194!UTM  17      -   0.99999967  x   0.99980007  =   0.99979974
 AL8194
 AL8194:                Primary Azimuth Mark                     Grid Az
 AL8194:SPC FL W     -  10 92 B04                                079 42 06.9
 AL8194:UTM  17      -  10 92 B04                                080 10 17.6
 AL8194
 AL8194|---------------------------------------------------------------------|
 AL8194| PID    Reference Object                     Distance      Geod. Az  |
 AL8194|                                                           dddmmss.s |
 AL8194| AL8195 10 92 B04                           APPROX. 0.9 KM 0793348.3 |
 AL8194| AL8193 10 92 B02                           APPROX. 0.9 KM 2472000.3 |
 AL8194| AL8192 10 92 B01                           APPROX. 1.6 KM 2554558.2 |
 AL8194|---------------------------------------------------------------------|
 AL8194
 AL8194                          SUPERSEDED SURVEY CONTROL
 AL8194
 AL8194  NAD 83(1990)-  28 00 25.32436(N)    082 17 41.69266(W) AD(       ) 1
 AL8194  ELLIP H (07/07/94)    2.12   (m)                       GP(       ) 4 1
 AL8194  NAD 83(1990)-  28 00 25.32440(N)    082 17 41.69287(W) AD(       ) 2
 AL8194
 AL8194.Superseded values are not recommended for survey control.
 AL8194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8194.See file dsdata.txt to determine how the superseded data were derived.
 AL8194
 AL8194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7268398657(NAD 83)
 AL8194_MARKER: DD = SURVEY DISK
 AL8194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8194_SP_SET: CONCRETE POST
 AL8194_STAMPING: 10-92-B03
 AL8194_MARK LOGO: FLDT  
 AL8194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8194+STABILITY: SURFACE MOTION
 AL8194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8194+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8194
 AL8194  HISTORY     - Date     Condition        Report By
 AL8194  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8194
 AL8194                          STATION DESCRIPTION
 AL8194
 AL8194'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8194'1.6 MI (2.6 KM) NORTHEAST OF MANGO, 9.7 MI (15.6 KM) EAST OF TAMPA.
 AL8194'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND INTERSTATE HIGHWAY
 AL8194'4, PROCEED EAST ON INTERSTATE HIGHWAY 4, 2.0 MI (3.2 KM) TO THE
 AL8194'STATION ON THE RIGHT. THE STATION IS LOCATED NORTH OF A PARKING LOT
 AL8194'IN THE NORTHEAST CORNER OF ARMWOOD HIGH SCHOOL PROPERTY, ON THE SLOPE
 AL8194'OF A SMALL RETENTION POND. THE STATION IS 19.6 FT (6.0 M) NORTH OF A
 AL8194'CONCRETE CURB, 200 FT (61.0 M) WEST OF THE CENTERLINE OF PINE STREET,
 AL8194'29 FT (8.8 M) NORTHWEST OF A DRAINAGE INLET. THE STATION IS SET 0.2
 AL8194'FT (0.1 M) BELOW GROUND LEVEL. SECTION 34 TWP.28 S. RGE.20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8195 ***********************************************************************
 AL8195  DESIGNATION -  10 92 B04
 AL8195  PID         -  AL8195
 AL8195  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8195  USGS QUAD   -  THONOTOSASSA (1987)
 AL8195
 AL8195                         *CURRENT SURVEY CONTROL
 AL8195  ___________________________________________________________________
 AL8195* NAD 83(1999)-  28 00 30.76921(N)    082 17 08.38955(W)     ADJUSTED  
 AL8195* NAVD 88     -        27.4    (meters)      90.     (feet)  GPS OBS   
 AL8195  ___________________________________________________________________
 AL8195  X           -     756,446.561 (meters)                     COMP
 AL8195  Y           -  -5,584,275.745 (meters)                     COMP
 AL8195  Z           -   2,977,342.531 (meters)                     COMP
 AL8195  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AL8195  ELLIP HEIGHT-           2.09  (meters)          (06/19/01) GPS OBS
 AL8195  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AL8195
 AL8195  HORZ ORDER  -  FIRST
 AL8195  ELLP ORDER  -  FOURTH    CLASS I
 AL8195
 AL8195.The horizontal coordinates were established by GPS observations
 AL8195.and adjusted by the National Geodetic Survey in June 2001..
 AL8195
 AL8195.The orthometric height was determined by GPS observations and a
 AL8195.high-resolution geoid model.
 AL8195
 AL8195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8195
 AL8195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8195
 AL8195.The ellipsoidal height was determined by GPS observations
 AL8195.and is referenced to NAD 83.
 AL8195
 AL8195.The geoid height was determined by GEOID03.
 AL8195
 AL8195;                    North         East     Units Scale Factor Converg.
 AL8195;SPC FL W     -   407,188.995   171,905.383   MT  0.99995091   -0 08 02.9
 AL8195;SPC FL W     - 1,335,919.23    563,992.91   sFT  0.99995091   -0 08 02.9
 AL8195;UTM  17      - 3,098,815.236   373,594.298   MT  0.99979721   -0 36 13.8
 AL8195
 AL8195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8195!SPC FL W     -   0.99999967  x   0.99995091  =   0.99995058
 AL8195!UTM  17      -   0.99999967  x   0.99979721  =   0.99979688
 AL8195
 AL8195:                Primary Azimuth Mark                     Grid Az
 AL8195:SPC FL W     -  10 92 B07                                065 43 27.9
 AL8195:UTM  17      -  10 92 B07                                066 11 38.8
 AL8195
 AL8195|---------------------------------------------------------------------|
 AL8195| PID    Reference Object                     Distance      Geod. Az  |
 AL8195|                                                           dddmmss.s |
 AL8195| AL8197 10 92 B07                           APPROX. 1.6 KM 0653525.0 |
 AL8195| AL8196 10 92 B05                           APPROX. 0.8 KM 0692443.5 |
 AL8195| AG9484 10 92 B06                           APPROX. 1.3 KM 1422149.4 |
 AL8195| AL8194 10 92 B03                           APPROX. 0.9 KM 2593403.9 |
 AL8195|---------------------------------------------------------------------|
 AL8195
 AL8195                          SUPERSEDED SURVEY CONTROL
 AL8195
 AL8195  NAD 83(1990)-  28 00 30.76763(N)    082 17 08.38864(W) AD(       ) 1
 AL8195  ELLIP H (07/07/94)    2.13   (m)                       GP(       ) 4 1
 AL8195  NAD 83(1990)-  28 00 30.76764(N)    082 17 08.38882(W) AD(       ) 2
 AL8195
 AL8195.Superseded values are not recommended for survey control.
 AL8195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8195.See file dsdata.txt to determine how the superseded data were derived.
 AL8195
 AL8195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7359498815(NAD 83)
 AL8195_MARKER: DD = SURVEY DISK
 AL8195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8195_SP_SET: CONCRETE POST
 AL8195_STAMPING: 10-92-B04
 AL8195_MARK LOGO: FLDT  
 AL8195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8195+STABILITY: SURFACE MOTION
 AL8195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8195+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8195
 AL8195  HISTORY     - Date     Condition        Report By
 AL8195  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8195
 AL8195                          STATION DESCRIPTION
 AL8195
 AL8195'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8195'10.4 MI (16.7 KM) EAST OF TAMPA, 3.3 MI (5.3 KM) SOUTH OF
 AL8195'THONOTOSASSA. FROM THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD
 AL8195'92, PROCEED EAST ON STATE ROAD 92, 1.0 MI (1.6 KM) TO PARSONS AVENUE,
 AL8195'PROCEED NORTH ON PARSONS AVENUE 0.2 MI (0.3 KM) TO THE STATION ON THE
 AL8195'RIGHT. THE STATION IS LOCATED 113 FT (34.4 M) EAST OF THE CENTERLINE
 AL8195'OF PARSONS AVENUE, 196 FT (59.7 M) SOUTH OF A HOGWIRE FENCE, 99.4 FT
 AL8195'(30.3 M) NORTHEAST OF A POWER POLE, 52 FT (15.8 M) WEST OF A 4
 AL8195'FT.CHAIN LINK FENCE NORTHWEST CORNER, 86 FT (26.2 M) NORTHWEST OF THE
 AL8195'CHAIN LINK FENCE SOUTHWEST CORNER. THE STATION IS SET 0.2 FT (0.1 M)
 AL8195'BELOW GROUND LEVEL. SECTION 34-TWP.28 S.-RGE.20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8196 ***********************************************************************
 AL8196  DESIGNATION -  10 92 B05
 AL8196  PID         -  AL8196
 AL8196  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8196  USGS QUAD   -  THONOTOSASSA (1987)
 AL8196
 AL8196                         *CURRENT SURVEY CONTROL
 AL8196  ___________________________________________________________________
 AL8196* NAD 83(1999)-  28 00 40.36791(N)    082 16 39.59438(W)     ADJUSTED  
 AL8196* NAVD 88     -        28.4    (meters)      93.     (feet)  GPS OBS   
 AL8196  ___________________________________________________________________
 AL8196  X           -     757,207.607 (meters)                     COMP
 AL8196  Y           -  -5,584,033.457 (meters)                     COMP
 AL8196  Z           -   2,977,603.869 (meters)                     COMP
 AL8196  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AL8196  ELLIP HEIGHT-           3.09  (meters)          (06/19/01) GPS OBS
 AL8196  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AL8196
 AL8196  HORZ ORDER  -  FIRST
 AL8196  ELLP ORDER  -  FOURTH    CLASS I
 AL8196
 AL8196.The horizontal coordinates were established by GPS observations
 AL8196.and adjusted by the National Geodetic Survey in June 2001..
 AL8196
 AL8196.The orthometric height was determined by GPS observations and a
 AL8196.high-resolution geoid model.
 AL8196
 AL8196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8196
 AL8196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8196
 AL8196.The ellipsoidal height was determined by GPS observations
 AL8196.and is referenced to NAD 83.
 AL8196
 AL8196.The geoid height was determined by GEOID03.
 AL8196
 AL8196;                    North         East     Units Scale Factor Converg.
 AL8196;SPC FL W     -   407,482.642   172,692.716   MT  0.99995038   -0 07 49.5
 AL8196;SPC FL W     - 1,336,882.63    566,576.02   sFT  0.99995038   -0 07 49.5
 AL8196;UTM  17      - 3,099,102.375   374,383.889   MT  0.99979476   -0 36 00.5
 AL8196
 AL8196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8196!SPC FL W     -   0.99999951  x   0.99995038  =   0.99994989
 AL8196!UTM  17      -   0.99999951  x   0.99979476  =   0.99979427
 AL8196
 AL8196:                Primary Azimuth Mark                     Grid Az
 AL8196:SPC FL W     -  10 92 B06                                180 30 59.4
 AL8196:UTM  17      -  10 92 B06                                180 59 10.4
 AL8196
 AL8196|---------------------------------------------------------------------|
 AL8196| PID    Reference Object                     Distance      Geod. Az  |
 AL8196|                                                           dddmmss.s |
 AL8196| AG9484 10 92 B06                           APPROX. 1.3 KM 1802309.9 |
 AL8196| AL8195 10 92 B04                           APPROX. 0.8 KM 2492457.0 |
 AL8196|---------------------------------------------------------------------|
 AL8196
 AL8196                          SUPERSEDED SURVEY CONTROL
 AL8196
 AL8196  NAD 83(1990)-  28 00 40.36633(N)    082 16 39.59349(W) AD(       ) 1
 AL8196  ELLIP H (07/07/94)    3.12   (m)                       GP(       ) 4 1
 AL8196  NAD 83(1990)-  28 00 40.36636(N)    082 16 39.59369(W) AD(       ) 2
 AL8196
 AL8196.Superseded values are not recommended for survey control.
 AL8196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8196.See file dsdata.txt to determine how the superseded data were derived.
 AL8196
 AL8196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7438499102(NAD 83)
 AL8196_MARKER: DD = SURVEY DISK
 AL8196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8196_SP_SET: CONCRETE POST
 AL8196_STAMPING: 10-92-05
 AL8196_MARK LOGO: FLDT  
 AL8196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8196+STABILITY: SURFACE MOTION
 AL8196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8196+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8196
 AL8196  HISTORY     - Date     Condition        Report By
 AL8196  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8196
 AL8196                          STATION DESCRIPTION
 AL8196
 AL8196'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8196'11.8 MI (19.0 KM) EAST OF TAMPA, 1.7 MI (2.7 KM) NORTH OF SEFFNER.
 AL8196'FROM THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD 92, PROCEED
 AL8196'EAST ON STATE ROAD 92 1.5 MI (2.4 KM) TO KINGSWAY AVENUE, PROCEED
 AL8196'NORTH ON KINGSWAY AVENUE 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 AL8196'THE STATION IS LOCATED 20 FT (6.1 M) EAST OF THE CENTERLINE OF
 AL8196'KINGSWAY AVENUE, 193.3 FT (58.9 M) NORTH OF THE CENTERLINE OF ORSLEY
 AL8196'DRIVE, 34.8 FT (10.6 M) NORTHEAST OF THE END OF A STEEL GUARD RAIL,
 AL8196'43.3 FT (13.2 M) SOUTHWEST OF A TELEPHONE POLE. THE STATION IS 0.2 FT
 AL8196'(0.1 M) BELOW GROUND LEVEL. SECTION 26-TWP.28 S.-RGE.20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9484 ***********************************************************************
 AG9484  DESIGNATION -  10 92 B06
 AG9484  PID         -  AG9484
 AG9484  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9484  USGS QUAD   -  BRANDON (1987)
 AG9484
 AG9484                         *CURRENT SURVEY CONTROL
 AG9484  ___________________________________________________________________
 AG9484* NAD 83(1999)-  27 59 57.99395(N)    082 16 39.91608(W)     ADJUSTED  
 AG9484* NAVD 88     -        22.9    (meters)      75.     (feet)  GPS OBS   
 AG9484  ___________________________________________________________________
 AG9484  X           -     757,280.549 (meters)                     COMP
 AG9484  Y           -  -5,584,636.778 (meters)                     COMP
 AG9484  Z           -   2,976,449.631 (meters)                     COMP
 AG9484  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AG9484  ELLIP HEIGHT-          -2.39  (meters)          (06/19/01) GPS OBS
 AG9484  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AG9484
 AG9484  HORZ ORDER  -  FIRST
 AG9484  ELLP ORDER  -  FOURTH    CLASS I
 AG9484
 AG9484.The horizontal coordinates were established by GPS observations
 AG9484.and adjusted by the National Geodetic Survey in June 2001..
 AG9484
 AG9484.The orthometric height was determined by GPS observations and a
 AG9484.high-resolution geoid model.
 AG9484
 AG9484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9484
 AG9484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9484
 AG9484.The ellipsoidal height was determined by GPS observations
 AG9484.and is referenced to NAD 83.
 AG9484
 AG9484.The geoid height was determined by GEOID03.
 AG9484
 AG9484;                    North         East     Units Scale Factor Converg.
 AG9484;SPC FL W     -   406,178.324   172,680.958   MT  0.99995038   -0 07 49.4
 AG9484;SPC FL W     - 1,332,603.38    566,537.44   sFT  0.99995038   -0 07 49.4
 AG9484;UTM  17      - 3,097,798.400   374,361.444   MT  0.99979483   -0 35 59.8
 AG9484
 AG9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9484!SPC FL W     -   1.00000038  x   0.99995038  =   0.99995076
 AG9484!UTM  17      -   1.00000038  x   0.99979483  =   0.99979521
 AG9484
 AG9484:                Primary Azimuth Mark                     Grid Az
 AG9484:SPC FL W     -  10 92 B04                                322 29 52.2
 AG9484:UTM  17      -  10 92 B04                                322 58 02.6
 AG9484
 AG9484|---------------------------------------------------------------------|
 AG9484| PID    Reference Object                     Distance      Geod. Az  |
 AG9484|                                                           dddmmss.s |
 AG9484| AL8195 10 92 B04                           APPROX. 1.3 KM 3222202.8 |
 AG9484|---------------------------------------------------------------------|
 AG9484
 AG9484                          SUPERSEDED SURVEY CONTROL
 AG9484
 AG9484  NAD 83(1990)-  27 59 57.99237(N)    082 16 39.91520(W) AD(       ) 1
 AG9484  ELLIP H (07/07/94)   -2.36   (m)                       GP(       ) 4 1
 AG9484  NAD 83(1990)-  27 59 57.99240(N)    082 16 39.91542(W) AD(       ) 2
 AG9484
 AG9484.Superseded values are not recommended for survey control.
 AG9484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9484.See file dsdata.txt to determine how the superseded data were derived.
 AG9484
 AG9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7436197798(NAD 83)
 AG9484_MARKER: DD = SURVEY DISK
 AG9484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9484_SP_SET: CONCRETE POST
 AG9484_STAMPING: 10-92-B06
 AG9484_MARK LOGO: FLDT  
 AG9484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9484+STABILITY: SURFACE MOTION
 AG9484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9484+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9484
 AG9484  HISTORY     - Date     Condition        Report By
 AG9484  HISTORY     - 1992     MONUMENTED       GENGRP
 AG9484
 AG9484                          STATION DESCRIPTION
 AG9484
 AG9484'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AG9484'2.1 MI (3.4 KM) NORTH OF SEFFNER, 11.8 MI (19.0 KM) EAST OF TAMPA.
 AG9484'FROM THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD 92 PROCEED
 AG9484'EAST ON STATE ROAD 92 1.5 MI (2.4 KM) TO KINGSWAY AVENUE, PROCEED
 AG9484'SOUTH ON KINGSWAY AVENUE 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 AG9484'THE STATION IS LOCATED 1.2 FT (0.4 M) EAST OF A CONCRETE SIDEWALK,
 AG9484'101.7 FT (31.0 M) SOUTH OF A PK NAIL SET IN A POWER POLE, 82.5 FT
 AG9484'(25.1 M) NORTHWEST OF A PK NAIL SET IN 18 IN OAK TREE. THE STATION
 AG9484'IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 35-TWP.28 S.-RGE.20
 AG9484'E.1 M) BELOW GROUND LEVEL. SECTION 26-TWP.28 S.-RGE.20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8197 ***********************************************************************
 AL8197  DESIGNATION -  10 92 B07
 AL8197  PID         -  AL8197
 AL8197  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8197  USGS QUAD   -  THONOTOSASSA (1987)
 AL8197
 AL8197                         *CURRENT SURVEY CONTROL
 AL8197  ___________________________________________________________________
 AL8197* NAD 83(1999)-  28 00 52.74595(N)    082 16 13.81587(W)     ADJUSTED  
 AL8197* NAVD 88     -        14.8    (meters)      49.     (feet)  GPS OBS   
 AL8197  ___________________________________________________________________
 AL8197  X           -     757,879.785 (meters)                     COMP
 AL8197  Y           -  -5,583,749.459 (meters)                     COMP
 AL8197  Z           -   2,977,933.829 (meters)                     COMP
 AL8197  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AL8197  ELLIP HEIGHT-         -10.61  (meters)          (06/19/01) GPS OBS
 AL8197  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AL8197
 AL8197  HORZ ORDER  -  FIRST
 AL8197  ELLP ORDER  -  FOURTH    CLASS I
 AL8197
 AL8197.The horizontal coordinates were established by GPS observations
 AL8197.and adjusted by the National Geodetic Survey in June 2001..
 AL8197
 AL8197.The orthometric height was determined by GPS observations and a
 AL8197.high-resolution geoid model.
 AL8197
 AL8197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8197
 AL8197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8197
 AL8197.The ellipsoidal height was determined by GPS observations
 AL8197.and is referenced to NAD 83.
 AL8197
 AL8197.The geoid height was determined by GEOID03.
 AL8197
 AL8197;                    North         East     Units Scale Factor Converg.
 AL8197;SPC FL W     -   407,862.076   173,397.790   MT  0.99994991   -0 07 37.4
 AL8197;SPC FL W     - 1,338,127.49    568,889.25   sFT  0.99994991   -0 07 37.4
 AL8197;UTM  17      - 3,099,475.957   375,091.940   MT  0.99979257   -0 35 48.6
 AL8197
 AL8197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8197!SPC FL W     -   1.00000167  x   0.99994991  =   0.99995158
 AL8197!UTM  17      -   1.00000167  x   0.99979257  =   0.99979424
 AL8197
 AL8197:                Primary Azimuth Mark                     Grid Az
 AL8197:SPC FL W     -  10 92 B06                                203 03 40.2
 AL8197:UTM  17      -  10 92 B06                                203 31 51.4
 AL8197
 AL8197|---------------------------------------------------------------------|
 AL8197| PID    Reference Object                     Distance      Geod. Az  |
 AL8197|                                                           dddmmss.s |
 AL8197| AG9484 10 92 B06                           APPROX. 1.8 KM 2025602.8 |
 AL8197| AL8196 10 92 B05                           APPROX. 0.8 KM 2413510.2 |
 AL8197| AL8195 10 92 B04                           APPROX. 1.6 KM 2453550.6 |
 AL8197|---------------------------------------------------------------------|
 AL8197
 AL8197                          SUPERSEDED SURVEY CONTROL
 AL8197
 AL8197  NAD 83(1990)-  28 00 52.74436(N)    082 16 13.81500(W) AD(       ) 1
 AL8197  ELLIP H (07/07/94)  -10.58   (m)                       GP(       ) 4 1
 AL8197  NAD 83(1990)-  28 00 52.74438(N)    082 16 13.81521(W) AD(       ) 2
 AL8197
 AL8197.Superseded values are not recommended for survey control.
 AL8197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8197.See file dsdata.txt to determine how the superseded data were derived.
 AL8197
 AL8197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7509299476(NAD 83)
 AL8197_MARKER: DD = SURVEY DISK
 AL8197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8197_SP_SET: CONCRETE POST
 AL8197_STAMPING: 10-92-07
 AL8197_MARK LOGO: FLDT  
 AL8197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8197+STABILITY: SURFACE MOTION
 AL8197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8197+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8197
 AL8197  HISTORY     - Date     Condition        Report By
 AL8197  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8197
 AL8197                          STATION DESCRIPTION
 AL8197
 AL8197'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8197'12.25 MI (19.71 KM) EAST OF TAMPA,FROM THE INTERSECTION OF INTERSTATE
 AL8197'HIGHWAY 4 AND KINGSWAY ROAD PROCEED NORTHEAST ALONG I-4  0.5 MI
 AL8197'(0.8 KM) TO THE STATION 75.6 FT (23.0 M) SOUTH OF THE SOUTH EDGE OF
 AL8197'PAVEMENT OF THE EASTBOUND LANES OF I-4, ON THE EDGE OF A CITRUS
 AL8197'GROVE, 28.2 FT (8.6 M) SOUTH OF A 4 FT. HOGWIRE FENCE, 37.7 FT
 AL8197'(11.5 M) NORTHEAST OF A CITRUS TREE, 74.4 FT (22.7 M) WEST OF A
 AL8197'CITRUS TREE, 207.9 FT (63.4 M) SOUTHEAST OF A 4 FT. HOGWIRE/BARBED
 AL8197'WIRE WOOD POST LOCATED 1.6 FT (0.5 M) SOUTH OF THE HOGWIRE FENCE
 AL8197'RUNNING PARALLEL WITH I-4, 193.3 FT (58.9 M) SOUTHWEST OF A BILLBOARD
 AL8197'SIGN POST (FLORIDA SIGN PERMIT NO.792) LOCATED AT THE NORTHEAST
 AL8197'CORNER OF THE SIGN. THE STATION IS SET 0.2 FT (0.1 M) BELOW GROUND
 AL8197'LEVEL. SECTION 26-TWP.28 S.-RGE. 20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8198 ***********************************************************************
 AL8198  DESIGNATION -  10 92 B08
 AL8198  PID         -  AL8198
 AL8198  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8198  USGS QUAD   -  THONOTOSASSA (1987)
 AL8198
 AL8198                         *CURRENT SURVEY CONTROL
 AL8198  ___________________________________________________________________
 AL8198* NAD 83(1999)-  28 01 03.71969(N)    082 15 53.62642(W)     ADJUSTED  
 AL8198* NAVD 88     -        16.0    (meters)      52.     (feet)  GPS OBS   
 AL8198  ___________________________________________________________________
 AL8198  X           -     758,405.110 (meters)                     COMP
 AL8198  Y           -  -5,583,519.060 (meters)                     COMP
 AL8198  Z           -   2,978,232.609 (meters)                     COMP
 AL8198  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AL8198  ELLIP HEIGHT-          -9.42  (meters)          (06/19/01) GPS OBS
 AL8198  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AL8198
 AL8198  HORZ ORDER  -  FIRST
 AL8198  ELLP ORDER  -  FOURTH    CLASS I
 AL8198
 AL8198.The horizontal coordinates were established by GPS observations
 AL8198.and adjusted by the National Geodetic Survey in June 2001..
 AL8198
 AL8198.The orthometric height was determined by GPS observations and a
 AL8198.high-resolution geoid model.
 AL8198
 AL8198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8198
 AL8198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8198
 AL8198.The ellipsoidal height was determined by GPS observations
 AL8198.and is referenced to NAD 83.
 AL8198
 AL8198.The geoid height was determined by GEOID03.
 AL8198
 AL8198;                    North         East     Units Scale Factor Converg.
 AL8198;SPC FL W     -   408,198.655   173,950.051   MT  0.99994955   -0 07 28.0
 AL8198;SPC FL W     - 1,339,231.75    570,701.13   sFT  0.99994955   -0 07 28.0
 AL8198;UTM  17      - 3,099,807.944   375,646.854   MT  0.99979086   -0 35 39.3
 AL8198
 AL8198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8198!SPC FL W     -   1.00000148  x   0.99994955  =   0.99995103
 AL8198!UTM  17      -   1.00000148  x   0.99979086  =   0.99979234
 AL8198
 AL8198:                Primary Azimuth Mark                     Grid Az
 AL8198:SPC FL W     -  10 92 B07                                238 38 22.2
 AL8198:UTM  17      -  10 92 B07                                239 06 33.5
 AL8198
 AL8198|---------------------------------------------------------------------|
 AL8198| PID    Reference Object                     Distance      Geod. Az  |
 AL8198|                                                           dddmmss.s |
 AL8198| AL8197 10 92 B07                           APPROX. 0.6 KM 2383054.2 |
 AL8198|---------------------------------------------------------------------|
 AL8198
 AL8198                          SUPERSEDED SURVEY CONTROL
 AL8198
 AL8198  NAD 83(1990)-  28 01 03.71809(N)    082 15 53.62553(W) AD(       ) 1
 AL8198  ELLIP H (07/07/94)   -9.39   (m)                       GP(       ) 4 1
 AL8198  NAD 83(1990)-  28 01 03.71810(N)    082 15 53.62574(W) AD(       ) 2
 AL8198
 AL8198.Superseded values are not recommended for survey control.
 AL8198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8198.See file dsdata.txt to determine how the superseded data were derived.
 AL8198
 AL8198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7564799808(NAD 83)
 AL8198_MARKER: DD = SURVEY DISK
 AL8198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8198_SP_SET: CONCRETE POST
 AL8198_STAMPING: 10-92-B8
 AL8198_MARK LOGO: FLDT  
 AL8198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8198+STABILITY: SURFACE MOTION
 AL8198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8198+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8198
 AL8198  HISTORY     - Date     Condition        Report By
 AL8198  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8198
 AL8198                          STATION DESCRIPTION
 AL8198
 AL8198'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8198'12.65 MI (20.36 KM) EAST OF TAMPA, 0.2 MI (0.3 KM) NORTHWEST OF
 AL8198'MAGNOLIA MANOR SUBDIVISION, FROM THE INTERSECTION OF INTERSTATE
 AL8198'HIGHWAY 4 AND BAKER CANAL PROCEED WEST ALONG I-4  0.34 MI (0.55 KM)
 AL8198'TO THE STATION ON THE NORTHSIDE OF THE WESTBOUND LANES, 293.0 FT
 AL8198'(89.3 M) EAST OF THE NORTHERNMOST POLE FOR A 76 AUTO/TRUCK STOP
 AL8198'BILLBOARD, 130.0 FT (39.6 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AL8198'THE WESTBOUND LANE OF I-4, 261.8 FT (79.8 M) SOUTHEAST OF PK. NAIL
 AL8198'AND TAB IN A 31IN OAK 210.9 FT (64.3 M) NORTHWEST OF A 4 STRAND
 AL8198'BARBED WIRE FENCE POST, 261.8 FT (79.8 M) SOUTHWEST OF A 28 INCH
 AL8198'LIGHTER TREE WITH A PK. AND TAB. THE STATION IS SET 0.2 FT (0.1 M)
 AL8198'BELOW GROUND LEVEL. SECTION 25-TWP.28 S.-RGE.20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8199 ***********************************************************************
 AL8199  DESIGNATION -  10 92 B09
 AL8199  PID         -  AL8199
 AL8199  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8199  USGS QUAD   -  THONOTOSASSA (1987)
 AL8199
 AL8199                         *CURRENT SURVEY CONTROL
 AL8199  ___________________________________________________________________
 AL8199* NAD 83(1999)-  28 01 30.65434(N)    082 15 26.09873(W)     ADJUSTED  
 AL8199* NAVD 88     -        14.5    (meters)      48.     (feet)  GPS OBS   
 AL8199  ___________________________________________________________________
 AL8199  X           -     759,097.606 (meters)                     COMP
 AL8199  Y           -  -5,583,030.470 (meters)                     COMP
 AL8199  Z           -   2,978,963.823 (meters)                     COMP
 AL8199  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AL8199  ELLIP HEIGHT-         -10.96  (meters)          (06/19/01) GPS OBS
 AL8199  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AL8199
 AL8199  HORZ ORDER  -  FIRST
 AL8199  ELLP ORDER  -  FOURTH    CLASS I
 AL8199
 AL8199.The horizontal coordinates were established by GPS observations
 AL8199.and adjusted by the National Geodetic Survey in June 2001..
 AL8199
 AL8199.The orthometric height was determined by GPS observations and a
 AL8199.high-resolution geoid model.
 AL8199
 AL8199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8199
 AL8199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8199
 AL8199.The ellipsoidal height was determined by GPS observations
 AL8199.and is referenced to NAD 83.
 AL8199
 AL8199.The geoid height was determined by GEOID03.
 AL8199
 AL8199;                    North         East     Units Scale Factor Converg.
 AL8199;SPC FL W     -   409,026.138   174,703.769   MT  0.99994907   -0 07 15.1
 AL8199;SPC FL W     - 1,341,946.59    573,173.95   sFT  0.99994907   -0 07 15.1
 AL8199;UTM  17      - 3,100,629.088   376,407.212   MT  0.99978853   -0 35 26.9
 AL8199
 AL8199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8199!SPC FL W     -   1.00000172  x   0.99994907  =   0.99995079
 AL8199!UTM  17      -   1.00000172  x   0.99978853  =   0.99979025
 AL8199
 AL8199:                Primary Azimuth Mark                     Grid Az
 AL8199:SPC FL W     -  10 92 B08                                222 19 44.5
 AL8199:UTM  17      -  10 92 B08                                222 47 56.3
 AL8199
 AL8199|---------------------------------------------------------------------|
 AL8199| PID    Reference Object                     Distance      Geod. Az  |
 AL8199|                                                           dddmmss.s |
 AL8199| AL8198 10 92 B08                           APPROX. 1.1 KM 2221229.4 |
 AL8199| AL8197 10 92 B07                           APPROX. 1.7 KM 2281002.9 |
 AL8199|---------------------------------------------------------------------|
 AL8199
 AL8199                          SUPERSEDED SURVEY CONTROL
 AL8199
 AL8199  NAD 83(1990)-  28 01 30.65275(N)    082 15 26.09786(W) AD(       ) 1
 AL8199  ELLIP H (07/07/94)  -10.93   (m)                       GP(       ) 4 1
 AL8199  NAD 83(1990)-  28 01 30.65277(N)    082 15 26.09807(W) AD(       ) 2
 AL8199
 AL8199.Superseded values are not recommended for survey control.
 AL8199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8199.See file dsdata.txt to determine how the superseded data were derived.
 AL8199
 AL8199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7640700629(NAD 83)
 AL8199_MARKER: DD = SURVEY DISK
 AL8199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8199_SP_SET: CONCRETE POST
 AL8199_STAMPING: 10-92-B09
 AL8199_MARK LOGO: FLDT  
 AL8199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8199+STABILITY: SURFACE MOTION
 AL8199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8199+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8199
 AL8199  HISTORY     - Date     Condition        Report By
 AL8199  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8199
 AL8199                          STATION DESCRIPTION
 AL8199
 AL8199'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8199'12.6 MI (20.3 KM) EAST OF TAMPA, 2.0 MI (3.2 KM) SOUTH OF ANTIOCH.
 AL8199'FROM THE INTERSECTION COUNTY ROAD 579 AND STATE ROAD 92, PROCEED EAST
 AL8199'ON STATE ROAD 92 3.6 MI (5.8 KM) TO MCINTOSH ROAD, PROCEED NORTH ON
 AL8199'MCINTOSH ROAD 0.6 MI (1.0 KM) TO INTERSTATE 4, PROCEED NORTH ON
 AL8199'MCINTOSH ROAD 0.15 MI (0.24 KM) TO MUCK POND ROAD, PROCEED WEST ON
 AL8199'MUCK POND ROAD 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT. THE
 AL8199'STATION IS LOCATED 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF MUCK POND
 AL8199'ROAD, 428.8 FT (130.7 M) EAST OF THE CENTERLINE OF PEMBERTON CREEK
 AL8199'ROAD, 2 FT (0.6 M) NORTH OF A BARB WIRE FENCE, 177.3 FT (54.0 M)
 AL8199'SOUTHEAST OF A POWER POLE, 107.2 FT (32.7 M) SOUTHWEST OF A POWER
 AL8199'POLE. 0.38 MI (0.61 KM) EAST OF BAKER CANAL. THE STATION IS SET 0.2
 AL8199'FT (0.1 M) BELOW GROUND LEVEL. SECTION 25-TWP.28 S.-RGE.20 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8200 ***********************************************************************
 AL8200  DESIGNATION -  10 92 B10
 AL8200  PID         -  AL8200
 AL8200  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8200  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8200
 AL8200                         *CURRENT SURVEY CONTROL
 AL8200  ___________________________________________________________________
 AL8200* NAD 83(1999)-  28 01 23.73493(N)    082 14 48.40175(W)     ADJUSTED  
 AL8200* NAVD 88     -        17.4    (meters)      57.     (feet)  GPS OBS   
 AL8200  ___________________________________________________________________
 AL8200  X           -     760,131.803 (meters)                     COMP
 AL8200  Y           -  -5,582,993.396 (meters)                     COMP
 AL8200  Z           -   2,978,777.187 (meters)                     COMP
 AL8200  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AL8200  ELLIP HEIGHT-          -8.00  (meters)          (06/19/01) GPS OBS
 AL8200  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AL8200
 AL8200  HORZ ORDER  -  FIRST
 AL8200  ELLP ORDER  -  FOURTH    CLASS I
 AL8200
 AL8200.The horizontal coordinates were established by GPS observations
 AL8200.and adjusted by the National Geodetic Survey in June 2001..
 AL8200
 AL8200.The orthometric height was determined by GPS observations and a
 AL8200.high-resolution geoid model.
 AL8200
 AL8200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8200
 AL8200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8200
 AL8200.The ellipsoidal height was determined by GPS observations
 AL8200.and is referenced to NAD 83.
 AL8200
 AL8200.The geoid height was determined by GEOID03.
 AL8200
 AL8200;                    North         East     Units Scale Factor Converg.
 AL8200;SPC FL W     -   408,811.020   175,733.028   MT  0.99994844   -0 06 57.4
 AL8200;SPC FL W     - 1,341,240.82    576,550.78   sFT  0.99994844   -0 06 57.4
 AL8200;UTM  17      - 3,100,405.571   377,434.506   MT  0.99978541   -0 35 09.0
 AL8200
 AL8200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8200!SPC FL W     -   1.00000126  x   0.99994844  =   0.99994970
 AL8200!UTM  17      -   1.00000126  x   0.99978541  =   0.99978667
 AL8200
 AL8200:                Primary Azimuth Mark                     Grid Az
 AL8200:SPC FL W     -  10 92 B09                                281 48 18.3
 AL8200:UTM  17      -  10 92 B09                                282 16 29.9
 AL8200
 AL8200|---------------------------------------------------------------------|
 AL8200| PID    Reference Object                     Distance      Geod. Az  |
 AL8200|                                                           dddmmss.s |
 AL8200| AL8199 10 92 B09                           APPROX. 1.1 KM 2814120.9 |
 AL8200|---------------------------------------------------------------------|
 AL8200
 AL8200                          SUPERSEDED SURVEY CONTROL
 AL8200
 AL8200  NAD 83(1990)-  28 01 23.73317(N)    082 14 48.40089(W) AD(       ) 1
 AL8200  ELLIP H (07/07/94)   -7.98   (m)                       GP(       ) 4 1
 AL8200  NAD 83(1990)-  28 01 23.73312(N)    082 14 48.40116(W) AD(       ) 2
 AL8200
 AL8200.Superseded values are not recommended for survey control.
 AL8200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8200.See file dsdata.txt to determine how the superseded data were derived.
 AL8200
 AL8200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7743500406(NAD 83)
 AL8200_MARKER: DD = SURVEY DISK
 AL8200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8200_SP_SET: CONCRETE POST
 AL8200_STAMPING: 10-92-B10
 AL8200_MARK LOGO: FLDT  
 AL8200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8200+STABILITY: SURFACE MOTION
 AL8200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8200+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8200
 AL8200  HISTORY     - Date     Condition        Report By
 AL8200  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8200
 AL8200                          STATION DESCRIPTION
 AL8200
 AL8200'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8200'14.0 MI (22.5 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4 AT THE
 AL8200'ANTIOCH-MC INTOSH ROAD EXIT NO. 9, THE STATION IS LOCATED 500 FT
 AL8200'(152.4 M) WEST OF MCINTOSH ROAD, NORTH OF THE ON-RAMP TO I-4
 AL8200'WESTBOUND LANES, BETWEEN TWO BILLBOARDS 276 FT (84.1 M) EAST OF THE
 AL8200'SOUTHERNMOST POST FOR A RED ROOF INN SIGN/FLORIDA SIGN PERMIT NO.
 AL8200'424, 79.2 FT (24.1 M) NORTH OF THE NORTH EDGE OF PAVEMENT, 28.6 FT
 AL8200'(8.7 M) NORTHEAST OF A PK. NAIL AND TAB IN WOOD FENCE POST (5 FT
 AL8200'HOGWIRE-BARBED WIRE), 37.0 FT (11.3 M) NORTHWEST OF A PK. NAIL AND
 AL8200'TAB IN A WOOD FENCE POST, 25 FT (7.6 M) NORTH OF A 5 FT.
 AL8200'HOGWIRE/BARBED WIRE FENCE, 109.7 FT (33.4 M) SOUTHEAST OF A
 AL8200'FREESTANDING WOOD POLE WITH PK.AND TAB. THE STATION IF SET 0.2 FT
 AL8200'(0.1 M) BELOW GROUND LEVEL. SECTION 30 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8201 ***********************************************************************
 AL8201  DESIGNATION -  10 92 B11
 AL8201  PID         -  AL8201
 AL8201  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8201  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8201
 AL8201                         *CURRENT SURVEY CONTROL
 AL8201  ___________________________________________________________________
 AL8201* NAD 83(1999)-  28 01 26.59697(N)    082 14 14.41303(W)     ADJUSTED  
 AL8201* NAVD 88     -        18.6    (meters)      61.     (feet)  GPS OBS   
 AL8201  ___________________________________________________________________
 AL8201  X           -     761,046.320 (meters)                     COMP
 AL8201  Y           -  -5,582,828.090 (meters)                     COMP
 AL8201  Z           -   2,978,855.519 (meters)                     COMP
 AL8201  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AL8201  ELLIP HEIGHT-          -6.81  (meters)          (06/19/01) GPS OBS
 AL8201  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AL8201
 AL8201  HORZ ORDER  -  FIRST
 AL8201  ELLP ORDER  -  FOURTH    CLASS I
 AL8201
 AL8201.The horizontal coordinates were established by GPS observations
 AL8201.and adjusted by the National Geodetic Survey in June 2001..
 AL8201
 AL8201.The orthometric height was determined by GPS observations and a
 AL8201.high-resolution geoid model.
 AL8201
 AL8201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8201
 AL8201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8201
 AL8201.The ellipsoidal height was determined by GPS observations
 AL8201.and is referenced to NAD 83.
 AL8201
 AL8201.The geoid height was determined by GEOID03.
 AL8201
 AL8201;                    North         East     Units Scale Factor Converg.
 AL8201;SPC FL W     -   408,897.275   176,661.615   MT  0.99994790   -0 06 41.4
 AL8201;SPC FL W     - 1,341,523.81    579,597.32   sFT  0.99994790   -0 06 41.4
 AL8201;UTM  17      - 3,100,484.195   378,363.616   MT  0.99978261   -0 34 53.1
 AL8201
 AL8201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8201!SPC FL W     -   1.00000107  x   0.99994790  =   0.99994897
 AL8201!UTM  17      -   1.00000107  x   0.99978261  =   0.99978368
 AL8201
 AL8201:                Primary Azimuth Mark                     Grid Az
 AL8201:SPC FL W     -  10 92 B10                                264 41 35.1
 AL8201:UTM  17      -  10 92 B10                                265 09 46.8
 AL8201
 AL8201|---------------------------------------------------------------------|
 AL8201| PID    Reference Object                     Distance      Geod. Az  |
 AL8201|                                                           dddmmss.s |
 AL8201| AL8200 10 92 B10                           APPROX. 0.9 KM 2643453.7 |
 AL8201|---------------------------------------------------------------------|
 AL8201
 AL8201                          SUPERSEDED SURVEY CONTROL
 AL8201
 AL8201  NAD 83(1990)-  28 01 26.59527(N)    082 14 14.41214(W) AD(       ) 1
 AL8201  ELLIP H (07/07/94)   -6.79   (m)                       GP(       ) 4 1
 AL8201  NAD 83(1990)-  28 01 26.59529(N)    082 14 14.41238(W) AD(       ) 2
 AL8201
 AL8201.Superseded values are not recommended for survey control.
 AL8201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8201.See file dsdata.txt to determine how the superseded data were derived.
 AL8201
 AL8201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7836400484(NAD 83)
 AL8201_MARKER: DD = SURVEY DISK
 AL8201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8201_SP_SET: CONCRETE POST
 AL8201_STAMPING: 10-92-B11
 AL8201_MARK LOGO: FLDT  
 AL8201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8201+STABILITY: SURFACE MOTION
 AL8201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8201+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8201
 AL8201  HISTORY     - Date     Condition        Report By
 AL8201  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8201
 AL8201                          STATION DESCRIPTION
 AL8201
 AL8201'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8201'14.4 MI (23.2 KM) EAST OF TAMPA, 2.2 MI (3.5 KM) NORTH OF DOVER. FROM
 AL8201'THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD 92, PROCEED EAST
 AL8201'ON STATE ROAD 92 3.6 MI (5.8 KM) TO MCINTOSH ROAD, PROCEED NORTH ON
 AL8201'MCINTOSH ROAD 0.5 MI (0.8 KM) TO NEWSOME ROAD, PROCEED EAST ON
 AL8201'NEWSOME ROAD 0.5 MI (0.8 KM) TO GALLAGHER ROAD, PROCEED NORTH ON
 AL8201'GALLAGHER ROAD 0.2 MI (0.3 KM) TO THE SOUTH RIGHT OF WAY LINE OF
 AL8201'INTERSTATE 4 AND A DIRT ROAD, PROCEED WEST 280 FT (85.3 M) ALONG THE
 AL8201'DIRT ROAD TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN A
 AL8201'DIRT FARM ROAD IN A STAWBERRY FIELD, 40 FT (12.2 M) SOUTH OF A
 AL8201'HOGWIRE FENCE, 368.5 FT (112.3 M) EAST OF A BILLBOARD SIGN, 240.9 FT
 AL8201'(73.4 M) WEST OF A BILLBOARD SIGN, 345.7 FT (105.4 M) NORTHWEST OF A
 AL8201'POWER POLE. THE STATION WAS SET 1.5 FT (0.5 M) BELOW GROUND LEVEL.
 AL8201'SECTION 30 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8202 ***********************************************************************
 AL8202  DESIGNATION -  10 92 B12
 AL8202  PID         -  AL8202
 AL8202  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8202  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8202
 AL8202                         *CURRENT SURVEY CONTROL
 AL8202  ___________________________________________________________________
 AL8202* NAD 83(1999)-  28 01 32.36086(N)    082 13 46.21188(W)     ADJUSTED  
 AL8202* NAVD 88     -        20.5    (meters)      67.     (feet)  GPS OBS   
 AL8202  ___________________________________________________________________
 AL8202  X           -     761,798.561 (meters)                     COMP
 AL8202  Y           -  -5,582,642.985 (meters)                     COMP
 AL8202  Z           -   2,979,013.005 (meters)                     COMP
 AL8202  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AL8202  ELLIP HEIGHT-          -4.98  (meters)          (06/19/01) GPS OBS
 AL8202  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AL8202
 AL8202  HORZ ORDER  -  FIRST
 AL8202  ELLP ORDER  -  FOURTH    CLASS I
 AL8202
 AL8202.The horizontal coordinates were established by GPS observations
 AL8202.and adjusted by the National Geodetic Survey in June 2001..
 AL8202
 AL8202.The orthometric height was determined by GPS observations and a
 AL8202.high-resolution geoid model.
 AL8202
 AL8202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8202
 AL8202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8202
 AL8202.The ellipsoidal height was determined by GPS observations
 AL8202.and is referenced to NAD 83.
 AL8202
 AL8202.The geoid height was determined by GEOID03.
 AL8202
 AL8202;                    North         East     Units Scale Factor Converg.
 AL8202;SPC FL W     -   409,073.222   177,432.269   MT  0.99994746   -0 06 28.2
 AL8202;SPC FL W     - 1,342,101.06    582,125.70   sFT  0.99994746   -0 06 28.2
 AL8202;UTM  17      - 3,100,653.787   379,135.559   MT  0.99978030   -0 34 40.0
 AL8202
 AL8202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8202!SPC FL W     -   1.00000078  x   0.99994746  =   0.99994824
 AL8202!UTM  17      -   1.00000078  x   0.99978030  =   0.99978108
 AL8202
 AL8202:                Primary Azimuth Mark                     Grid Az
 AL8202:SPC FL W     -  10 92 B14                                084 10 20.7
 AL8202:UTM  17      -  10 92 B14                                084 38 32.5
 AL8202
 AL8202|---------------------------------------------------------------------|
 AL8202| PID    Reference Object                     Distance      Geod. Az  |
 AL8202|                                                           dddmmss.s |
 AL8202| AL8204 10 92 B14                           APPROX. 1.4 KM 0840352.5 |
 AL8202| AL8201 10 92 B11                           APPROX. 0.8 KM 2570153.2 |
 AL8202|---------------------------------------------------------------------|
 AL8202
 AL8202                          SUPERSEDED SURVEY CONTROL
 AL8202
 AL8202  NAD 83(1990)-  28 01 32.35918(N)    082 13 46.21096(W) AD(       ) 1
 AL8202  ELLIP H (07/07/94)   -4.96   (m)                       GP(       ) 4 1
 AL8202  NAD 83(1990)-  28 01 32.35923(N)    082 13 46.21118(W) AD(       ) 2
 AL8202
 AL8202.Superseded values are not recommended for survey control.
 AL8202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8202.See file dsdata.txt to determine how the superseded data were derived.
 AL8202
 AL8202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7913600654(NAD 83)
 AL8202_MARKER: DD = SURVEY DISK
 AL8202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8202_SP_SET: CONCRETE POST
 AL8202_STAMPING: 10-92-B12
 AL8202_MARK LOGO: FLDT  
 AL8202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8202+STABILITY: SURFACE MOTION
 AL8202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8202+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8202
 AL8202  HISTORY     - Date     Condition        Report By
 AL8202  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8202
 AL8202                          STATION DESCRIPTION
 AL8202
 AL8202'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8202'14.9 MI (24.0 KM) EAST OF TAMPA, 3.5 MI (5.6 KM) SOUTH OF ANTIOCH.
 AL8202'FROM THE INTERSECTION OF MCINTOSH ROAD AND INTERSTATE HIGHWAY 4
 AL8202'PROCEED 0.9 MI (1.4 KM) EAST ALONG INTERSTATE HIGHWAY 4 TO MILE MARK
 AL8202'15 THE STATION IS 546 FT (166.4 M) WEST OF MILE MARKER 15 ON THE
 AL8202'RIGHT(SOURH). THE STATION IS LOCATED IN A PASTURE 68.5 FT (20.9 M)
 AL8202'SOUTH OF THE SOUTH EDGE OF PAVEMENT, 27.1 FT (8.3 M) SOUTHEAST OF A PK
 AL8202'NAIL AND TAB SET IN A WOOD FENCE POST, 123.9 FT (37.8 M) SOUTHWEST OF
 AL8202'A CONCRETE R/W MONUMENT. THE STATION IS SET 0.2 FT (0.1 M) BELOW
 AL8202'GROUND LEVEL. SECTION 20 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8203 ***********************************************************************
 AL8203  DESIGNATION -  10 92 B13
 AL8203  PID         -  AL8203
 AL8203  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8203  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8203
 AL8203                         *CURRENT SURVEY CONTROL
 AL8203  ___________________________________________________________________
 AL8203* NAD 83(1999)-  28 01 40.25326(N)    082 13 17.77515(W)     ADJUSTED  
 AL8203* NAVD 88     -        21.4    (meters)      70.     (feet)  GPS OBS   
 AL8203  ___________________________________________________________________
 AL8203  X           -     762,552.858 (meters)                     COMP
 AL8203  Y           -  -5,582,425.558 (meters)                     COMP
 AL8203  Z           -   2,979,227.876 (meters)                     COMP
 AL8203  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AL8203  ELLIP HEIGHT-          -4.11  (meters)          (06/19/01) GPS OBS
 AL8203  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AL8203
 AL8203  HORZ ORDER  -  FIRST
 AL8203  ELLP ORDER  -  FOURTH    CLASS I
 AL8203
 AL8203.The horizontal coordinates were established by GPS observations
 AL8203.and adjusted by the National Geodetic Survey in June 2001..
 AL8203
 AL8203.The orthometric height was determined by GPS observations and a
 AL8203.high-resolution geoid model.
 AL8203
 AL8203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8203
 AL8203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8203
 AL8203.The ellipsoidal height was determined by GPS observations
 AL8203.and is referenced to NAD 83.
 AL8203
 AL8203.The geoid height was determined by GEOID03.
 AL8203
 AL8203;                    North         East     Units Scale Factor Converg.
 AL8203;SPC FL W     -   409,314.727   178,209.454   MT  0.99994703   -0 06 14.9
 AL8203;SPC FL W     - 1,342,893.40    584,675.52   sFT  0.99994703   -0 06 14.9
 AL8203;UTM  17      - 3,100,888.869   379,914.567   MT  0.99977798   -0 34 26.8
 AL8203
 AL8203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8203!SPC FL W     -   1.00000065  x   0.99994703  =   0.99994768
 AL8203!UTM  17      -   1.00000065  x   0.99977798  =   0.99977863
 AL8203
 AL8203:                Primary Azimuth Mark                     Grid Az
 AL8203:SPC FL W     -  10 92 B14                                100 07 21.3
 AL8203:UTM  17      -  10 92 B14                                100 35 33.2
 AL8203
 AL8203|---------------------------------------------------------------------|
 AL8203| PID    Reference Object                     Distance      Geod. Az  |
 AL8203|                                                           dddmmss.s |
 AL8203| AL8204 10 92 B14                           APPROX. 0.6 KM 1000106.4 |
 AL8203| AL8202 10 92 B12                           APPROX. 0.8 KM 2523801.1 |
 AL8203| AL8201 10 92 B11                           APPROX. 1.6 KM 2544808.4 |
 AL8203|---------------------------------------------------------------------|
 AL8203
 AL8203                          SUPERSEDED SURVEY CONTROL
 AL8203
 AL8203  NAD 83(1990)-  28 01 40.25154(N)    082 13 17.77418(W) AD(       ) 1
 AL8203  ELLIP H (07/07/94)   -4.08   (m)                       GP(       ) 4 1
 AL8203  NAD 83(1990)-  28 01 40.25166(N)    082 13 17.77436(W) AD(       ) 2
 AL8203
 AL8203.Superseded values are not recommended for survey control.
 AL8203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8203.See file dsdata.txt to determine how the superseded data were derived.
 AL8203
 AL8203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7991500889(NAD 83)
 AL8203_MARKER: DD = SURVEY DISK
 AL8203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8203_SP_SET: CONCRETE POST
 AL8203_STAMPING: 10-92-B13
 AL8203_MARK LOGO: FLDT  
 AL8203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8203+STABILITY: SURFACE MOTION
 AL8203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8203+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8203
 AL8203  HISTORY     - Date     Condition        Report By
 AL8203  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8203
 AL8203                          STATION DESCRIPTION
 AL8203
 AL8203'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8203'15.3 MI (24.6 KM) EAST OF TAMPA, 3.8 MI (6.1 KM) SOUTHEAST OF ANTIOCH,
 AL8203'FROM THE INTERSECTION OF MCINTOSH ROAD AND INTERSTATE HIGHWAY 4
 AL8203'PROCEED EAST ALONG INTERSTATE HIGHWAY 4, 1.4 MI (2.3 KM) TO MILE MARK
 AL8203'15.3 AND THE STATION ON THE LEFT. THE STATION IS LOCATED IN A PASTURE
 AL8203'NORTH OF THE NORTH R/W LINE, 83.6 FT (25.5 M) NORTH OF THE EDGE OF
 AL8203'PAVEMENT, 35.4 FT (10.8 M) NORTH OF A HOGWIRE FENCE, 203.9 FT
 AL8203'(62.1 M) WEST OF A POWER POLE, 70.6 FT (21.5 M) EAST OF A POWER POLE,
 AL8203'344 FT (104.9 M) EAST OF A POWER POLE. THE STATION WAS SET 0.2 FT
 AL8203'(0.1 M) BELOW GROUND LEVEL.SECTION 20 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8204 ***********************************************************************
 AL8204  DESIGNATION -  10 92 B14
 AL8204  PID         -  AL8204
 AL8204  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8204  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8204
 AL8204                         *CURRENT SURVEY CONTROL
 AL8204  ___________________________________________________________________
 AL8204* NAD 83(1999)-  28 01 36.93458(N)    082 12 56.60764(W)     ADJUSTED  
 AL8204* NAVD 88     -        27.5    (meters)      90.     (feet)  GPS OBS   
 AL8204  ___________________________________________________________________
 AL8204  X           -     763,132.974 (meters)                     COMP
 AL8204  Y           -  -5,582,400.196 (meters)                     COMP
 AL8204  Z           -   2,979,140.578 (meters)                     COMP
 AL8204  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AL8204  ELLIP HEIGHT-           2.02  (meters)          (06/19/01) GPS OBS
 AL8204  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AL8204
 AL8204  HORZ ORDER  -  FIRST
 AL8204  ELLP ORDER  -  FOURTH    CLASS I
 AL8204
 AL8204.The horizontal coordinates were established by GPS observations
 AL8204.and adjusted by the National Geodetic Survey in June 2001..
 AL8204
 AL8204.The orthometric height was determined by GPS observations and a
 AL8204.high-resolution geoid model.
 AL8204
 AL8204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8204
 AL8204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8204
 AL8204.The ellipsoidal height was determined by GPS observations
 AL8204.and is referenced to NAD 83.
 AL8204
 AL8204.The geoid height was determined by GEOID03.
 AL8204
 AL8204;                    North         East     Units Scale Factor Converg.
 AL8204;SPC FL W     -   409,211.535   178,787.447   MT  0.99994673   -0 06 04.9
 AL8204;SPC FL W     - 1,342,554.84    586,571.82   sFT  0.99994673   -0 06 04.9
 AL8204;UTM  17      - 3,100,780.959   380,491.597   MT  0.99977628   -0 34 16.8
 AL8204
 AL8204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8204!SPC FL W     -   0.99999968  x   0.99994673  =   0.99994641
 AL8204!UTM  17      -   0.99999968  x   0.99977628  =   0.99977596
 AL8204
 AL8204:                Primary Azimuth Mark                     Grid Az
 AL8204:SPC FL W     -  10 92 B15                                080 57 45.9
 AL8204:UTM  17      -  10 92 B15                                081 25 57.8
 AL8204
 AL8204|---------------------------------------------------------------------|
 AL8204| PID    Reference Object                     Distance      Geod. Az  |
 AL8204|                                                           dddmmss.s |
 AL8204| AL8205 10 92 B15                           APPROX. 0.9 KM 0805141.0 |
 AL8204| AL8206 10 92 B16                           APPROX. 1.4 KM 0895722.9 |
 AL8204| AL8202 10 92 B12                           APPROX. 1.4 KM 2640415.8 |
 AL8204| AL8203 10 92 B13                           APPROX. 0.6 KM 2800116.3 |
 AL8204|---------------------------------------------------------------------|
 AL8204
 AL8204                          SUPERSEDED SURVEY CONTROL
 AL8204
 AL8204  NAD 83(1990)-  28 01 36.93285(N)    082 12 56.60678(W) AD(       ) 1
 AL8204  ELLIP H (07/07/94)    2.03   (m)                       GP(       ) 4 1
 AL8204  NAD 83(1990)-  28 01 36.93283(N)    082 12 56.60705(W) AD(       ) 2
 AL8204
 AL8204.Superseded values are not recommended for survey control.
 AL8204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8204.See file dsdata.txt to determine how the superseded data were derived.
 AL8204
 AL8204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8049200781(NAD 83)
 AL8204_MARKER: DD = SURVEY DISK
 AL8204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8204_SP_SET: CONCRETE POST
 AL8204_STAMPING: 10-92-B14
 AL8204_MARK LOGO: FLDT  
 AL8204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8204+STABILITY: SURFACE MOTION
 AL8204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8204+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8204
 AL8204  HISTORY     - Date     Condition        Report By
 AL8204  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8204
 AL8204                          STATION DESCRIPTION
 AL8204
 AL8204'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8204'15.8 MI (25.4 KM) EAST OF TAMPA, 4.2 MI (6.8 KM) SOUTHEAST OF ANTIOCH,
 AL8204'AT THE INTERSECTION OF INTERSTATE HIGHWAY 4 AND FRITZKE ROAD. THE
 AL8204'STATION IS LOCATED SOUTHEAST OF THE INTERSECTION, IN THE EDGE OF A
 AL8204'STRAWBERRY FIELD. 68.1 FT (20.8 M) EAST OF THE CENTERLINE OF FRITZKE
 AL8204'ROAD, 89 FT (27.1 M) SOUTH OF A POWER POLE, 178.4 FT (54.4 M) NORTH
 AL8204'OF A POWER POLE. THE STATION WAS SET 0.5 FT (0.2 M) BELOW GROUND
 AL8204'LEVEL.SECTION 21 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8205 ***********************************************************************
 AL8205  DESIGNATION -  10 92 B15
 AL8205  PID         -  AL8205
 AL8205  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8205  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8205
 AL8205                         *CURRENT SURVEY CONTROL
 AL8205  ___________________________________________________________________
 AL8205* NAD 83(1999)-  28 01 41.57190(N)    082 12 24.11321(W)     ADJUSTED  
 AL8205* NAVD 88     -        24.1    (meters)      79.     (feet)  GPS OBS   
 AL8205  ___________________________________________________________________
 AL8205  X           -     764,002.887 (meters)                     COMP
 AL8205  Y           -  -5,582,210.384 (meters)                     COMP
 AL8205  Z           -   2,979,264.944 (meters)                     COMP
 AL8205  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AL8205  ELLIP HEIGHT-          -1.48  (meters)          (06/19/01) GPS OBS
 AL8205  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AL8205
 AL8205  HORZ ORDER  -  FIRST
 AL8205  ELLP ORDER  -  FOURTH    CLASS I
 AL8205
 AL8205.The horizontal coordinates were established by GPS observations
 AL8205.and adjusted by the National Geodetic Survey in June 2001..
 AL8205
 AL8205.The orthometric height was determined by GPS observations and a
 AL8205.high-resolution geoid model.
 AL8205
 AL8205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8205
 AL8205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8205
 AL8205.The ellipsoidal height was determined by GPS observations
 AL8205.and is referenced to NAD 83.
 AL8205
 AL8205.The geoid height was determined by GEOID03.
 AL8205
 AL8205;                    North         East     Units Scale Factor Converg.
 AL8205;SPC FL W     -   409,352.742   179,675.256   MT  0.99994627   -0 05 49.7
 AL8205;SPC FL W     - 1,343,018.12    589,484.57   sFT  0.99994627   -0 05 49.7
 AL8205;UTM  17      - 3,100,914.856   381,380.382   MT  0.99977367   -0 34 01.6
 AL8205
 AL8205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8205!SPC FL W     -   1.00000023  x   0.99994627  =   0.99994650
 AL8205!UTM  17      -   1.00000023  x   0.99977367  =   0.99977390
 AL8205
 AL8205:                Primary Azimuth Mark                     Grid Az
 AL8205:SPC FL W     -  10 92 B17                                097 32 24.2
 AL8205:UTM  17      -  10 92 B17                                098 00 36.1
 AL8205
 AL8205|---------------------------------------------------------------------|
 AL8205| PID    Reference Object                     Distance      Geod. Az  |
 AL8205|                                                           dddmmss.s |
 AL8205| AL8207 10 92 B17                           APPROX. 1.4 KM 0972634.5 |
 AL8205| AL8206 10 92 B16                           APPROX. 0.6 KM 1041519.3 |
 AL8205| AL8204 10 92 B14                           APPROX. 0.9 KM 2605156.3 |
 AL8205| AL8203 10 92 B13                           APPROX. 1.5 KM 2682502.1 |
 AL8205|---------------------------------------------------------------------|
 AL8205
 AL8205                          SUPERSEDED SURVEY CONTROL
 AL8205
 AL8205  NAD 83(1990)-  28 01 41.57021(N)    082 12 24.11231(W) AD(       ) 1
 AL8205  ELLIP H (07/07/94)   -1.46   (m)                       GP(       ) 4 1
 AL8205  NAD 83(1990)-  28 01 41.57024(N)    082 12 24.11255(W) AD(       ) 2
 AL8205
 AL8205.Superseded values are not recommended for survey control.
 AL8205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8205.See file dsdata.txt to determine how the superseded data were derived.
 AL8205
 AL8205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8138000915(NAD 83)
 AL8205_MARKER: DD = SURVEY DISK
 AL8205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8205_SP_SET: CONCRETE POST
 AL8205_STAMPING: 10-92-B15
 AL8205_MARK LOGO: FLDT  
 AL8205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8205+STABILITY: SURFACE MOTION
 AL8205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8205+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8205
 AL8205  HISTORY     - Date     Condition        Report By
 AL8205  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8205
 AL8205                          STATION DESCRIPTION
 AL8205
 AL8205'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8205'16.2 MI (26.1 KM) EAST OF TAMPA, 4.3 MI (6.9 KM) SOUTHEAST OF ANTIOCH.
 AL8205'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 4 AND BRANCH FORBES ROAD
 AL8205'PROCEED WEST ALONG INTERSTATE 4, 1 MI (1.6 KM) TO BETHLEHEM ROAD,
 AL8205'CONTINUE WEST ON INTERSTATE 4, 1000 FT (304.8 M) TO THE STATION ON
 AL8205'THE RIGHT. THE STATION IS LOCATED SOUTH OF PEMBERTON CREEK, 56.1 FT
 AL8205'(17.1 M) SOUTH OF A PALM TREE, 114.5 FT (34.9 M) NORTH OF A HOGWIRE
 AL8205'FENCE, 161.4 FT (49.2 M) NORTH OF THE EDGE OF PAVEMENT, 126.1 FT
 AL8205'(38.4 M) WEST OF A PALM TREE, 112.2 FT (34.2 M) EAST OF THE NORTHERN
 AL8205'MOST POLE SUPPORTING A BILLBOARD. THE STATION WAS SET 0.2 FT (0.1 M)
 AL8205'BELOW GROUND LEVEL  SECTION 21 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8206 ***********************************************************************
 AL8206  DESIGNATION -  10 92 B16
 AL8206  PID         -  AL8206
 AL8206  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8206  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8206
 AL8206                         *CURRENT SURVEY CONTROL
 AL8206  ___________________________________________________________________
 AL8206* NAD 83(1999)-  28 01 36.96751(N)    082 12 03.69193(W)     ADJUSTED  
 AL8206* NAVD 88     -        27.2    (meters)      89.     (feet)  GPS OBS   
 AL8206  ___________________________________________________________________
 AL8206  X           -     764,564.961 (meters)                     COMP
 AL8206  Y           -  -5,582,203.423 (meters)                     COMP
 AL8206  Z           -   2,979,141.289 (meters)                     COMP
 AL8206  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AL8206  ELLIP HEIGHT-           1.63  (meters)          (06/19/01) GPS OBS
 AL8206  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AL8206
 AL8206  HORZ ORDER  -  FIRST
 AL8206  ELLP ORDER  -  FOURTH    CLASS I
 AL8206
 AL8206.The horizontal coordinates were established by GPS observations
 AL8206.and adjusted by the National Geodetic Survey in June 2001..
 AL8206
 AL8206.The orthometric height was determined by GPS observations and a
 AL8206.high-resolution geoid model.
 AL8206
 AL8206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8206
 AL8206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8206
 AL8206.The ellipsoidal height was determined by GPS observations
 AL8206.and is referenced to NAD 83.
 AL8206
 AL8206.The geoid height was determined by GEOID03.
 AL8206
 AL8206;                    North         East     Units Scale Factor Converg.
 AL8206;SPC FL W     -   409,210.079   180,232.812   MT  0.99994600   -0 05 40.1
 AL8206;SPC FL W     - 1,342,550.07    591,313.82   sFT  0.99994600   -0 05 40.1
 AL8206;UTM  17      - 3,100,767.650   381,936.652   MT  0.99977204   -0 33 51.9
 AL8206
 AL8206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8206!SPC FL W     -   0.99999974  x   0.99994600  =   0.99994574
 AL8206!UTM  17      -   0.99999974  x   0.99977204  =   0.99977178
 AL8206
 AL8206:                Primary Azimuth Mark                     Grid Az
 AL8206:SPC FL W     -  10 92 B17                                092 44 53.3
 AL8206:UTM  17      -  10 92 B17                                093 13 05.1
 AL8206
 AL8206|---------------------------------------------------------------------|
 AL8206| PID    Reference Object                     Distance      Geod. Az  |
 AL8206|                                                           dddmmss.s |
 AL8206| AL8207 10 92 B17                           APPROX. 0.8 KM 0923913.2 |
 AL8206| AL8204 10 92 B14                           APPROX. 1.4 KM 2695747.8 |
 AL8206|---------------------------------------------------------------------|
 AL8206
 AL8206                          SUPERSEDED SURVEY CONTROL
 AL8206
 AL8206  NAD 83(1990)-  28 01 36.96576(N)    082 12 03.69107(W) AD(       ) 1
 AL8206  ELLIP H (07/07/94)    1.64   (m)                       GP(       ) 4 1
 AL8206  NAD 83(1990)-  28 01 36.96571(N)    082 12 03.69135(W) AD(       ) 2
 AL8206
 AL8206.Superseded values are not recommended for survey control.
 AL8206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8206.See file dsdata.txt to determine how the superseded data were derived.
 AL8206
 AL8206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8193700768(NAD 83)
 AL8206_MARKER: DD = SURVEY DISK
 AL8206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8206_SP_SET: CONCRETE POST
 AL8206_STAMPING: 10-92-B16
 AL8206_MARK LOGO: FLDT  
 AL8206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8206+STABILITY: SURFACE MOTION
 AL8206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8206+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8206
 AL8206  HISTORY     - Date     Condition        Report By
 AL8206  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8206
 AL8206                          STATION DESCRIPTION
 AL8206
 AL8206'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8206'16.7 MI (26.9 KM) EAST OF TAMPA, 4.5 MI (7.2 KM) WEST OF PLANT CITY.
 AL8206'FROM THE INTERSECTION OF BRANCH FORBES ROAD AND INTERSTATE HIGHWAY 4,
 AL8206'PROCEED SOUTH 0.1 MI (0.2 KM) ALONG BRANCH FORBES ROAD TO GLEN
 AL8206'HARWELL ROAD, PROCEED WEST ON GLEN HARWELL ROAD 0.8 MI (1.3 KM) TO A
 AL8206'FIELD TO THE NORTH, PROCEED NORTH 650 FT (198.1 M) ALONG THE WESTERN
 AL8206'LIMITS OF THE FIELD TO THE STATION. THE STATION IS LOCATED SOUTH OF
 AL8206'THE INTERSTATE HIGHWAY 4 R/W AT MILE MARK 16.7, 32.0 FT (9.8 M) SOUTH
 AL8206'OF A HOGWIRE FENCE, 88.8 FT (27.1 M) SOUTHWEST OF A POWER POLE, 56.8
 AL8206'FT (17.3 M) NORTHWEST OF THE MOST SOUTHERLY SUPPORT POLE FOR A
 AL8206'BILLBOARD. THE STATION WAS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL.
 AL8206'SECTION 22 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8207 ***********************************************************************
 AL8207  DESIGNATION -  10 92 B17
 AL8207  PID         -  AL8207
 AL8207  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8207  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8207
 AL8207                         *CURRENT SURVEY CONTROL
 AL8207  ___________________________________________________________________
 AL8207* NAD 83(1999)-  28 01 35.73743(N)    082 11 33.80533(W)     ADJUSTED  
 AL8207* NAVD 88     -        33.6    (meters)     110.     (feet)  GPS OBS   
 AL8207  ___________________________________________________________________
 AL8207  X           -     765,376.972 (meters)                     COMP
 AL8207  Y           -  -5,582,115.843 (meters)                     COMP
 AL8207  Z           -   2,979,110.890 (meters)                     COMP
 AL8207  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AL8207  ELLIP HEIGHT-           8.07  (meters)          (06/19/01) GPS OBS
 AL8207  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AL8207
 AL8207  HORZ ORDER  -  FIRST
 AL8207  ELLP ORDER  -  FOURTH    CLASS I
 AL8207
 AL8207.The horizontal coordinates were established by GPS observations
 AL8207.and adjusted by the National Geodetic Survey in June 2001..
 AL8207
 AL8207.The orthometric height was determined by GPS observations and a
 AL8207.high-resolution geoid model.
 AL8207
 AL8207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8207
 AL8207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8207
 AL8207.The ellipsoidal height was determined by GPS observations
 AL8207.and is referenced to NAD 83.
 AL8207
 AL8207.The geoid height was determined by GEOID03.
 AL8207
 AL8207;                    North         East     Units Scale Factor Converg.
 AL8207;SPC FL W     -   409,170.897   181,049.087   MT  0.99994561   -0 05 26.0
 AL8207;SPC FL W     - 1,342,421.52    593,991.88   sFT  0.99994561   -0 05 26.0
 AL8207;UTM  17      - 3,100,721.782   382,752.436   MT  0.99976967   -0 33 37.8
 AL8207
 AL8207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8207!SPC FL W     -   0.99999873  x   0.99994561  =   0.99994434
 AL8207!UTM  17      -   0.99999873  x   0.99976967  =   0.99976840
 AL8207
 AL8207:                Primary Azimuth Mark                     Grid Az
 AL8207:SPC FL W     -  10 92 B18                                079 50 40.1
 AL8207:UTM  17      -  10 92 B18                                080 18 51.9
 AL8207
 AL8207|---------------------------------------------------------------------|
 AL8207| PID    Reference Object                     Distance      Geod. Az  |
 AL8207|                                                           dddmmss.s |
 AL8207| AL8208 10 92 B18                           APPROX. 0.7 KM 0794514.1 |
 AL8207| AL8209 10 92 B19                           APPROX. 1.5 KM 0893906.5 |
 AL8207| AL8206 10 92 B16                           APPROX. 0.8 KM 2723927.3 |
 AL8207| AL8205 10 92 B15                           APPROX. 1.4 KM 2772658.1 |
 AL8207|---------------------------------------------------------------------|
 AL8207
 AL8207                          SUPERSEDED SURVEY CONTROL
 AL8207
 AL8207  NAD 83(1990)-  28 01 35.73573(N)    082 11 33.80438(W) AD(       ) 1
 AL8207  ELLIP H (07/07/94)    8.09   (m)                       GP(       ) 4 1
 AL8207  NAD 83(1990)-  28 01 35.73589(N)    082 11 33.80460(W) AD(       ) 2
 AL8207
 AL8207.Superseded values are not recommended for survey control.
 AL8207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8207.See file dsdata.txt to determine how the superseded data were derived.
 AL8207
 AL8207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8275200722(NAD 83)
 AL8207_MARKER: DD = SURVEY DISK
 AL8207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8207_SP_SET: CONCRETE POST
 AL8207_STAMPING: 10-92-B17
 AL8207_MARK LOGO: FLDT  
 AL8207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8207+STABILITY: SURFACE MOTION
 AL8207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8207+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8207
 AL8207  HISTORY     - Date     Condition        Report By
 AL8207  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8207
 AL8207                          STATION DESCRIPTION
 AL8207
 AL8207'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8207'17.2 MI (27.7 KM) EAST OF TAMPA, 3.2 MI (5.1 KM) WEST OF PLANT CITY.
 AL8207'FROM THE INTERSECTION OF BRANCH FORBES ROAD AND INTERSTATE HIGHWAY 4
 AL8207'PROCEED WEST 1700 FT (518.2 M) ALONG INTERSTATE HIGHWAY 4 TO THE
 AL8207'STATION ON THE LEFT. THE STATION IS AT THE NORTH EDGE OF A CITRUS
 AL8207'GROVE, ALONG THE SOUTH R/W OF INTERSTATE 4. THE STATION IS LOCATED
 AL8207'99.1 FT (30.2 M) SOUTH OF THE EDGE OF PAVEMENT, 4.7 FT (1.4 M) SOUTH
 AL8207'OF A HOGWIRE FENCE, 11.9 FT (3.6 M) SOUTHEAST TO A WOOD FENCE POST,
 AL8207'5.1 FT (1.6 M) WEST OF A WOOD FENCE POST. THE STATION WAS SET 0.2 FT
 AL8207'(0.1 M) BELOW GROUND LEVEL.SECTION 22 TWP.28 S.RGE. 21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8208 ***********************************************************************
 AL8208  DESIGNATION -  10 92 B18
 AL8208  PID         -  AL8208
 AL8208  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8208  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8208
 AL8208                         *CURRENT SURVEY CONTROL
 AL8208  ___________________________________________________________________
 AL8208* NAD 83(1999)-  28 01 39.99339(N)    082 11 07.26701(W)     ADJUSTED  
 AL8208* NAVD 88     -        30.4    (meters)     100.     (feet)  GPS OBS   
 AL8208  ___________________________________________________________________
 AL8208  X           -     766,086.413 (meters)                     COMP
 AL8208  Y           -  -5,581,953.525 (meters)                     COMP
 AL8208  Z           -   2,979,225.030 (meters)                     COMP
 AL8208  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AL8208  ELLIP HEIGHT-           4.86  (meters)          (06/19/01) GPS OBS
 AL8208  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AL8208
 AL8208  HORZ ORDER  -  FIRST
 AL8208  ELLP ORDER  -  FOURTH    CLASS I
 AL8208
 AL8208.The horizontal coordinates were established by GPS observations
 AL8208.and adjusted by the National Geodetic Survey in June 2001..
 AL8208
 AL8208.The orthometric height was determined by GPS observations and a
 AL8208.high-resolution geoid model.
 AL8208
 AL8208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8208
 AL8208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8208
 AL8208.The ellipsoidal height was determined by GPS observations
 AL8208.and is referenced to NAD 83.
 AL8208
 AL8208.The geoid height was determined by GEOID03.
 AL8208
 AL8208;                    North         East     Units Scale Factor Converg.
 AL8208;SPC FL W     -   409,300.779   181,774.168   MT  0.99994527   -0 05 13.5
 AL8208;SPC FL W     - 1,342,847.64    596,370.75   sFT  0.99994527   -0 05 13.5
 AL8208;UTM  17      - 3,100,845.690   383,478.429   MT  0.99976758   -0 33 25.4
 AL8208
 AL8208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8208!SPC FL W     -   0.99999924  x   0.99994527  =   0.99994451
 AL8208!UTM  17      -   0.99999924  x   0.99976758  =   0.99976682
 AL8208
 AL8208:                Primary Azimuth Mark                     Grid Az
 AL8208:SPC FL W     -  10 92 B17                                259 50 40.1
 AL8208:UTM  17      -  10 92 B17                                260 18 52.0
 AL8208
 AL8208|---------------------------------------------------------------------|
 AL8208| PID    Reference Object                     Distance      Geod. Az  |
 AL8208|                                                           dddmmss.s |
 AL8208| AL8207 10 92 B17                           APPROX. 0.7 KM 2594526.6 |
 AL8208| AL8206 10 92 B16                           APPROX. 1.5 KM 2663243.0 |
 AL8208|---------------------------------------------------------------------|
 AL8208
 AL8208                          SUPERSEDED SURVEY CONTROL
 AL8208
 AL8208  NAD 83(1990)-  28 01 39.99169(N)    082 11 07.26613(W) AD(       ) 1
 AL8208  ELLIP H (07/07/94)    4.87   (m)                       GP(       ) 4 1
 AL8208  NAD 83(1990)-  28 01 39.99174(N)    082 11 07.26636(W) AD(       ) 2
 AL8208
 AL8208.Superseded values are not recommended for survey control.
 AL8208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8208.See file dsdata.txt to determine how the superseded data were derived.
 AL8208
 AL8208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8347800846(NAD 83)
 AL8208_MARKER: DD = SURVEY DISK
 AL8208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8208_SP_SET: CONCRETE POST
 AL8208_STAMPING: 10-92-B18
 AL8208_MARK LOGO: FLDT  
 AL8208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8208+STABILITY: SURFACE MOTION
 AL8208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8208+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8208
 AL8208  HISTORY     - Date     Condition        Report By
 AL8208  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8208
 AL8208                          STATION DESCRIPTION
 AL8208
 AL8208'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8208'17.6 MI (28.3 KM) EAST OF TAMPA AT THE NORTHEAST CORNER OF THE
 AL8208'INTERSECTION OF INTERSTATE HIGHWAY 4 AND BRANCH FORBES RD. STATION
 AL8208'LOCATED NORTH 38 FT (11.6 M) FROM THE EDGE OF PAVEMENT OF THE
 AL8208'WESTBOUND OFF-RAMP, SOUTH OF A WATERTOWER, 56.7 FT (17.3 M) EAST OF
 AL8208'THE SOUTH END OF A SHELL SIGN, SOUTHEAST 59.6 FT (18.2 M) OF THE
 AL8208'NORTH END OF SAID SHELL SIGN, 38.0 FT (11.6 M) NORTH OF A 5 FT.
 AL8208'BARBWIRE-HOGWIRE FENCE,STATIONS IF SET 0.2 FT (0.1 M) BELOW GROUND
 AL8208'LEVEL. SECTION 23 TWP.28 S.RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8209 ***********************************************************************
 AL8209  DESIGNATION -  10 92 B19
 AL8209  PID         -  AL8209
 AL8209  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8209  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8209
 AL8209                         *CURRENT SURVEY CONTROL
 AL8209  ___________________________________________________________________
 AL8209* NAD 83(1999)-  28 01 36.03863(N)    082 10 37.35373(W)     ADJUSTED  
 AL8209* NAVD 88     -        32.8    (meters)     108.     (feet)  GPS OBS   
 AL8209  ___________________________________________________________________
 AL8209  X           -     766,903.983 (meters)                     COMP
 AL8209  Y           -  -5,581,901.050 (meters)                     COMP
 AL8209  Z           -   2,979,118.647 (meters)                     COMP
 AL8209  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AL8209  ELLIP HEIGHT-           7.16  (meters)          (06/19/01) GPS OBS
 AL8209  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AL8209
 AL8209  HORZ ORDER  -  FIRST
 AL8209  ELLP ORDER  -  FOURTH    CLASS I
 AL8209
 AL8209.The horizontal coordinates were established by GPS observations
 AL8209.and adjusted by the National Geodetic Survey in June 2001..
 AL8209
 AL8209.The orthometric height was determined by GPS observations and a
 AL8209.high-resolution geoid model.
 AL8209
 AL8209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8209
 AL8209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8209
 AL8209.The ellipsoidal height was determined by GPS observations
 AL8209.and is referenced to NAD 83.
 AL8209
 AL8209.The geoid height was determined by GEOID03.
 AL8209
 AL8209;                    North         East     Units Scale Factor Converg.
 AL8209;SPC FL W     -   409,177.831   182,591.048   MT  0.99994492   -0 04 59.5
 AL8209;SPC FL W     - 1,342,444.27    599,050.80   sFT  0.99994492   -0 04 59.5
 AL8209;UTM  17      - 3,100,716.069   384,294.128   MT  0.99976524   -0 33 11.3
 AL8209
 AL8209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8209!SPC FL W     -   0.99999888  x   0.99994492  =   0.99994380
 AL8209!UTM  17      -   0.99999888  x   0.99976524  =   0.99976412
 AL8209
 AL8209:                Primary Azimuth Mark                     Grid Az
 AL8209:SPC FL W     -  10 92 B17                                269 44 32.5
 AL8209:UTM  17      -  10 92 B17                                270 12 44.3
 AL8209
 AL8209|---------------------------------------------------------------------|
 AL8209| PID    Reference Object                     Distance      Geod. Az  |
 AL8209|                                                           dddmmss.s |
 AL8209| AL8207 10 92 B17                           APPROX. 1.5 KM 2693933.0 |
 AL8209| AL8208 10 92 B18                           APPROX. 0.8 KM 2782834.0 |
 AL8209|---------------------------------------------------------------------|
 AL8209
 AL8209                          SUPERSEDED SURVEY CONTROL
 AL8209
 AL8209  NAD 83(1990)-  28 01 36.03693(N)    082 10 37.35285(W) AD(       ) 1
 AL8209  ELLIP H (07/07/94)    7.17   (m)                       GP(       ) 4 1
 AL8209  NAD 83(1990)-  28 01 36.03703(N)    082 10 37.35306(W) AD(       ) 2
 AL8209
 AL8209.Superseded values are not recommended for survey control.
 AL8209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8209.See file dsdata.txt to determine how the superseded data were derived.
 AL8209
 AL8209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8429400716(NAD 83)
 AL8209_MARKER: DD = SURVEY DISK
 AL8209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8209_SP_SET: CONCRETE POST
 AL8209_STAMPING: 10-92-B19
 AL8209_MARK LOGO: FLDT  
 AL8209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8209+STABILITY: SURFACE MOTION
 AL8209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8209
 AL8209  HISTORY     - Date     Condition        Report By
 AL8209  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8209
 AL8209                          STATION DESCRIPTION
 AL8209
 AL8209'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8209'18.1 MI (29.1 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8209'HIGHWAY 4 AND BRANCH FORBES ROAD PROCEED EAST 0.6 MI (1.0 KM) TO MILE
 AL8209'MARKER 18.1. STATION IS ON THE SOUTH-SIDE OF THE EASTBOUND LANES,
 AL8209'NORTH OF A 1-STORY MASONARY BUILDING (FRANKLINS FOR QUALITY CARPET
 AL8209'SALES AND SERVICE), 83.0 FT. SOUTH OF THE SOUTH EDGE OF PAVEMENT,
 AL8209'36.0 FT (11.0 M) SOUTH OF A 4 FT. HOGWIRE FENCE. STATION IS SET 0.2
 AL8209'FT (0.1 M) BELOW GROUND LEVEL. SECTION 23 TWP.28 S. RGE.21 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8210 ***********************************************************************
 AL8210  DESIGNATION -  10 92 B20
 AL8210  PID         -  AL8210
 AL8210  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8210  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8210
 AL8210                         *CURRENT SURVEY CONTROL
 AL8210  ___________________________________________________________________
 AL8210* NAD 83(1999)-  28 01 40.61278(N)    082 10 13.75778(W)     ADJUSTED  
 AL8210* NAVD 88     -        32.6    (meters)     107.     (feet)  GPS OBS   
 AL8210  ___________________________________________________________________
 AL8210  X           -     767,533.498 (meters)                     COMP
 AL8210  Y           -  -5,581,747.621 (meters)                     COMP
 AL8210  Z           -   2,979,242.880 (meters)                     COMP
 AL8210  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AL8210  ELLIP HEIGHT-           7.03  (meters)          (06/19/01) GPS OBS
 AL8210  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AL8210
 AL8210  HORZ ORDER  -  FIRST
 AL8210  ELLP ORDER  -  FOURTH    CLASS I
 AL8210
 AL8210.The horizontal coordinates were established by GPS observations
 AL8210.and adjusted by the National Geodetic Survey in June 2001..
 AL8210
 AL8210.The orthometric height was determined by GPS observations and a
 AL8210.high-resolution geoid model.
 AL8210
 AL8210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8210
 AL8210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8210
 AL8210.The ellipsoidal height was determined by GPS observations
 AL8210.and is referenced to NAD 83.
 AL8210
 AL8210.The geoid height was determined by GEOID03.
 AL8210
 AL8210;                    North         East     Units Scale Factor Converg.
 AL8210;SPC FL W     -   409,317.712   183,235.756   MT  0.99994464   -0 04 48.4
 AL8210;SPC FL W     - 1,342,903.19    601,165.98   sFT  0.99994464   -0 04 48.4
 AL8210;UTM  17      - 3,100,850.633   384,939.844   MT  0.99976340   -0 33 00.3
 AL8210
 AL8210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8210!SPC FL W     -   0.99999890  x   0.99994464  =   0.99994354
 AL8210!UTM  17      -   0.99999890  x   0.99976340  =   0.99976230
 AL8210
 AL8210:                Primary Azimuth Mark                     Grid Az
 AL8210:SPC FL W     -  10 92 B21                                092 45 57.4
 AL8210:UTM  17      -  10 92 B21                                093 14 09.3
 AL8210
 AL8210|---------------------------------------------------------------------|
 AL8210| PID    Reference Object                     Distance      Geod. Az  |
 AL8210|                                                           dddmmss.s |
 AL8210| AL8211 10 92 B21                           APPROX. 0.9 KM 0924109.0 |
 AL8210| AL8209 10 92 B19                           APPROX. 0.7 KM 2574041.8 |
 AL8210| AL8208 10 92 B18                           APPROX. 1.5 KM 2691522.0 |
 AL8210|---------------------------------------------------------------------|
 AL8210
 AL8210                          SUPERSEDED SURVEY CONTROL
 AL8210
 AL8210  NAD 83(1990)-  28 01 40.61108(N)    082 10 13.75691(W) AD(       ) 1
 AL8210  ELLIP H (07/07/94)    7.04   (m)                       GP(       ) 4 1
 AL8210  NAD 83(1990)-  28 01 40.61116(N)    082 10 13.75713(W) AD(       ) 2
 AL8210
 AL8210.Superseded values are not recommended for survey control.
 AL8210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8210.See file dsdata.txt to determine how the superseded data were derived.
 AL8210
 AL8210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8494000851(NAD 83)
 AL8210_MARKER: DD = SURVEY DISK
 AL8210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8210_SP_SET: CONCRETE POST
 AL8210_STAMPING: 10-92-B20
 AL8210_MARK LOGO: FLDT  
 AL8210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8210+STABILITY: SURFACE MOTION
 AL8210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8210+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8210
 AL8210  HISTORY     - Date     Condition        Report By
 AL8210  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8210  HISTORY     - 20060523 MARK NOT FOUND   INDIV
 AL8210
 AL8210                          STATION DESCRIPTION
 AL8210
 AL8210'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8210'18.5 MI (29.8 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8210'THONOTOSASSA ROAD (STATE ROAD 566) AND INTERSTATE HIGHWAY 4 EXIT
 AL8210'NO.11 NORTH  0.4 MI (0.6 KM) ALONG THONOTOSASSA ROAD TO THE
 AL8210'INTERSECTION OF WHITEHURST ROAD, SOUTH 0.1 MI (0.2 KM) ON WHITEHURST
 AL8210'ROAD TO JOE SANCHEZ ROAD, WEST ON JOE SANCHEZ ROAD 0.75 MI (1.21 KM)
 AL8210'TO STATION ON THE LEFT (SOUTH), 313.9 FT (95.7 M) SOUTH OF THE SOUTH
 AL8210'EDGE OF PAVEMENT OF JOE SANCHEZ ROAD,179.2 FT NORTH OF A 5 FT.
 AL8210'HOGWIRE-BARBWIRE FENCE ALONG THE WESTBOUND LANES OF I-4, 107.75 FT
 AL8210'(32.84 M) SOUTHWEST OF THE SOUTHWEST EDGE OF AN UTILITY BUILDING
 AL8210'BEHIND A 1-STORY WOOD RESIDENCE NO. 3805 JOE SANCHEZ ROAD, 112.74 FT
 AL8210'(34.36 M) SOUTHEAST OF A PK.NAIL AND TAB IN THE SOUTHEAST SIDE OF A
 AL8210'9IN PINE TREE LOCATED SOUTHEAST OF A 1STORY CONCRETE BLOCK RESIDENCE
 AL8210'NO. 3901 JOE SANCHEZ ROAD. THE STATION IS SET 0.2 FT (0.1 M) BELOW
 AL8210'GROUND LEVEL. SECTION 23 TWP.28 S. RGE.21 E.
 AL8210
 AL8210                          STATION RECOVERY (2006)
 AL8210
 AL8210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SMB)
 AL8210'NEW CONSTRUCTION ON I-4 MAY HAVE DESTROYED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8211 ***********************************************************************
 AL8211  DESIGNATION -  10 92 B21
 AL8211  PID         -  AL8211
 AL8211  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8211  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8211
 AL8211                         *CURRENT SURVEY CONTROL
 AL8211  ___________________________________________________________________
 AL8211* NAD 83(1999)-  28 01 39.19131(N)    082 09 39.63795(W)     ADJUSTED  
 AL8211* NAVD 88     -        35.2    (meters)     115.     (feet)  GPS OBS   
 AL8211  ___________________________________________________________________
 AL8211  X           -     768,459.920 (meters)                     COMP
 AL8211  Y           -  -5,581,643.189 (meters)                     COMP
 AL8211  Z           -   2,979,205.458 (meters)                     COMP
 AL8211  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AL8211  ELLIP HEIGHT-           9.59  (meters)          (06/19/01) GPS OBS
 AL8211  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AL8211
 AL8211  HORZ ORDER  -  FIRST
 AL8211  ELLP ORDER  -  FOURTH    CLASS I
 AL8211
 AL8211.The horizontal coordinates were established by GPS observations
 AL8211.and adjusted by the National Geodetic Survey in June 2001..
 AL8211
 AL8211.The orthometric height was determined by GPS observations and a
 AL8211.high-resolution geoid model.
 AL8211
 AL8211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8211
 AL8211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8211
 AL8211.The ellipsoidal height was determined by GPS observations
 AL8211.and is referenced to NAD 83.
 AL8211
 AL8211.The geoid height was determined by GEOID03.
 AL8211
 AL8211;                    North         East     Units Scale Factor Converg.
 AL8211;SPC FL W     -   409,272.690   184,167.652   MT  0.99994427   -0 04 32.4
 AL8211;SPC FL W     - 1,342,755.48    604,223.37   sFT  0.99994427   -0 04 32.4
 AL8211;UTM  17      - 3,100,797.979   385,871.170   MT  0.99976076   -0 32 44.2
 AL8211
 AL8211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8211!SPC FL W     -   0.99999849  x   0.99994427  =   0.99994276
 AL8211!UTM  17      -   0.99999849  x   0.99976076  =   0.99975925
 AL8211
 AL8211:                Primary Azimuth Mark                     Grid Az
 AL8211:SPC FL W     -  10 92 B22                                099 52 51.5
 AL8211:UTM  17      -  10 92 B22                                100 21 03.3
 AL8211
 AL8211|---------------------------------------------------------------------|
 AL8211| PID    Reference Object                     Distance      Geod. Az  |
 AL8211|                                                           dddmmss.s |
 AL8211| AL8212 10 92 B22                           APPROX. 0.9 KM 0994819.1 |
 AL8211| AL8209 10 92 B19                           APPROX. 1.6 KM 2662852.3 |
 AL8211|---------------------------------------------------------------------|
 AL8211
 AL8211                          SUPERSEDED SURVEY CONTROL
 AL8211
 AL8211  NAD 83(1990)-  28 01 39.18962(N)    082 09 39.63704(W) AD(       ) 1
 AL8211  ELLIP H (07/07/94)    9.60   (m)                       GP(       ) 4 1
 AL8211  NAD 83(1990)-  28 01 39.18983(N)    082 09 39.63718(W) AD(       ) 2
 AL8211
 AL8211.Superseded values are not recommended for survey control.
 AL8211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8211.See file dsdata.txt to determine how the superseded data were derived.
 AL8211
 AL8211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8587100798(NAD 83)
 AL8211_MARKER: DD = SURVEY DISK
 AL8211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8211_SP_SET: CONCRETE POST
 AL8211_STAMPING: 10-92-B21
 AL8211_MARK LOGO: FLDT  
 AL8211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8211+STABILITY: SURFACE MOTION
 AL8211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8211+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8211
 AL8211  HISTORY     - Date     Condition        Report By
 AL8211  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8211  HISTORY     - 20060523 MARK NOT FOUND   INDIV
 AL8211
 AL8211                          STATION DESCRIPTION
 AL8211
 AL8211'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8211'19.2 MI (30.9 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8211'INTERSTATE HIGHWAY 4 AND THONOTOSASSA ROAD (STATE ROUTE 566), 0.4 MI
 AL8211'(0.6 KM) NORTH ALONG THONOTOSASSA ROAD TO THE INTERSECTION OF
 AL8211'WHITEHURST ROAD, THEN SOUTH 0.1 MI (0.2 KM) ALONG WHITEHURST ROAD TO
 AL8211'JOE SANCHEZ ROAD, WEST 0.25 MI (0.40 KM) ALONG JOE SANCHEZ ROAD TO
 AL8211'THE STATION ON THE LEFT (SOUTH), LOCATED 495 FT (150.9 M) SOUTH OF
 AL8211'THE CENTERLINE OF JOE SNACHEZ ROAD, 84.3 FT (25.7 M) EAST OF THE
 AL8211'NORTHERN MOST POLE SUPPORTING A BILLBOARD, WEST OF THE POOL AREA OF A
 AL8211'1-STORY BRICK RESIDENCE NO. 3607 JOE SANCHEZ ROAD, 58.4 FT (17.8 M)
 AL8211'NORTH OF A 4 FT. HOGWIRE FENCE (PARALLEL WITH THE WESTBOUND LANE OF
 AL8211'I-4), 125.2 FT (38.2 M) NORTH OF THE EDGE OF PAVEMENT FOR INTERSTATE
 AL8211'HIGHWAY 4. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION
 AL8211'24 TWP.28 S. RGE.21 E.
 AL8211
 AL8211                          STATION RECOVERY (2006)
 AL8211
 AL8211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SMB)
 AL8211'NEW CONSTRUCTION ON I-4 MAY HAVE DESTROYED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8212 ***********************************************************************
 AL8212  DESIGNATION -  10 92 B22
 AL8212  PID         -  AL8212
 AL8212  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8212  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8212
 AL8212                         *CURRENT SURVEY CONTROL
 AL8212  ___________________________________________________________________
 AL8212* NAD 83(1999)-  28 01 34.07177(N)    082 09 06.26272(W)     ADJUSTED  
 AL8212* NAVD 88     -        34.1    (meters)     112.     (feet)  GPS OBS   
 AL8212  ___________________________________________________________________
 AL8212  X           -     769,373.030 (meters)                     COMP
 AL8212  Y           -  -5,581,591.083 (meters)                     COMP
 AL8212  Z           -   2,979,065.779 (meters)                     COMP
 AL8212  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AL8212  ELLIP HEIGHT-           8.39  (meters)          (06/19/01) GPS OBS
 AL8212  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AL8212
 AL8212  HORZ ORDER  -  FIRST
 AL8212  ELLP ORDER  -  FOURTH    CLASS I
 AL8212
 AL8212.The horizontal coordinates were established by GPS observations
 AL8212.and adjusted by the National Geodetic Survey in June 2001..
 AL8212
 AL8212.The orthometric height was determined by GPS observations and a
 AL8212.high-resolution geoid model.
 AL8212
 AL8212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8212
 AL8212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8212
 AL8212.The ellipsoidal height was determined by GPS observations
 AL8212.and is referenced to NAD 83.
 AL8212
 AL8212.The geoid height was determined by GEOID03.
 AL8212
 AL8212;                    North         East     Units Scale Factor Converg.
 AL8212;SPC FL W     -   409,113.933   185,079.075   MT  0.99994392   -0 04 16.7
 AL8212;SPC FL W     - 1,342,234.63    607,213.60   sFT  0.99994392   -0 04 16.7
 AL8212;UTM  17      - 3,100,631.783   386,781.092   MT  0.99975821   -0 32 28.4
 AL8212
 AL8212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8212!SPC FL W     -   0.99999868  x   0.99994392  =   0.99994260
 AL8212!UTM  17      -   0.99999868  x   0.99975821  =   0.99975689
 AL8212
 AL8212:                Primary Azimuth Mark                     Grid Az
 AL8212:SPC FL W     -  10 92 B23                                072 35 35.1
 AL8212:UTM  17      -  10 92 B23                                073 03 46.8
 AL8212
 AL8212|---------------------------------------------------------------------|
 AL8212| PID    Reference Object                     Distance      Geod. Az  |
 AL8212|                                                           dddmmss.s |
 AL8212| AL8213 10 92 B23                           APPROX. 0.9 KM 0723118.4 |
 AL8212|---------------------------------------------------------------------|
 AL8212
 AL8212                          SUPERSEDED SURVEY CONTROL
 AL8212
 AL8212  NAD 83(1990)-  28 01 34.07017(N)    082 09 06.26187(W) AD(       ) 1
 AL8212  NAD 83(1990)-  28 01 34.07027(N)    082 09 06.26205(W) AD(       ) 2
 AL8212
 AL8212.Superseded values are not recommended for survey control.
 AL8212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8212.See file dsdata.txt to determine how the superseded data were derived.
 AL8212
 AL8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8678100632(NAD 83)
 AL8212_MARKER: DD = SURVEY DISK
 AL8212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8212_SP_SET: CONCRETE POST
 AL8212_STAMPING: 10-92-B22
 AL8212_MARK LOGO: FLDT  
 AL8212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8212+STABILITY: SURFACE MOTION
 AL8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8212+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8212
 AL8212  HISTORY     - Date     Condition        Report By
 AL8212  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8212
 AL8212                          STATION DESCRIPTION
 AL8212
 AL8212'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8212'19.7 MI (31.7 KM) EAST OF TAMPA AT THE SOUTHWEST CORNER OF THE
 AL8212'INTERSECTION OF THONOTOSASSA ROAD (STATE ROUTE 566) AND INTERSTATE
 AL8212'HIGHWAY 4 EXIT NO. 11, 147.0 FT (44.8 M) EAST OF THE NORTHERN MOST
 AL8212'POLE SUPPORTING A BILLBOARD, 45.4 FT (13.8 M) SOUTHWEST OF A CONCRETE
 AL8212'LIGHT-POLE, 53.4 FT (16.3 M) SOUTHWEST OF THE EDGE OF PAVEMENT OF
 AL8212'THONOTOSASSA ROAD, 11.7 FT (3.6 M) SOUTHWEST OF A 4 FT. HOGWIRE
 AL8212'FENCE, 24.3 FT (7.4 M) WEST OF A TREE, 168.1 FT (51.2 M) NORTHWEST OF
 AL8212'A POWER POLE. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL.
 AL8212'SECTION 19 TWP.28 S. RGE.22 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8213 ***********************************************************************
 AL8213  DESIGNATION -  10 92 B23
 AL8213  PID         -  AL8213
 AL8213  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8213  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8213
 AL8213                         *CURRENT SURVEY CONTROL
 AL8213  ___________________________________________________________________
 AL8213* NAD 83(1999)-  28 01 42.57714(N)    082 08 35.81886(W)     ADJUSTED  
 AL8213* NAVD 88     -        33.3    (meters)     109.     (feet)  GPS OBS   
 AL8213  ___________________________________________________________________
 AL8213  X           -     770,179.934 (meters)                     COMP
 AL8213  Y           -  -5,581,354.936 (meters)                     COMP
 AL8213  Z           -   2,979,296.544 (meters)                     COMP
 AL8213  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AL8213  ELLIP HEIGHT-           7.64  (meters)          (06/19/01) GPS OBS
 AL8213  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AL8213
 AL8213  HORZ ORDER  -  FIRST
 AL8213  ELLP ORDER  -  FOURTH    CLASS I
 AL8213
 AL8213.The horizontal coordinates were established by GPS observations
 AL8213.and adjusted by the National Geodetic Survey in June 2001..
 AL8213
 AL8213.The orthometric height was determined by GPS observations and a
 AL8213.high-resolution geoid model.
 AL8213
 AL8213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8213
 AL8213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8213
 AL8213.The ellipsoidal height was determined by GPS observations
 AL8213.and is referenced to NAD 83.
 AL8213
 AL8213.The geoid height was determined by GEOID03.
 AL8213
 AL8213;                    North         East     Units Scale Factor Converg.
 AL8213;SPC FL W     -   409,374.736   185,910.944   MT  0.99994363   -0 04 02.4
 AL8213;SPC FL W     - 1,343,090.28    609,942.82   sFT  0.99994363   -0 04 02.4
 AL8213;UTM  17      - 3,100,885.706   387,614.917   MT  0.99975589   -0 32 14.3
 AL8213
 AL8213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8213!SPC FL W     -   0.99999880  x   0.99994363  =   0.99994243
 AL8213!UTM  17      -   0.99999880  x   0.99975589  =   0.99975469
 AL8213
 AL8213:                Primary Azimuth Mark                     Grid Az
 AL8213:SPC FL W     -  10 92 B24                                060 03 02.9
 AL8213:UTM  17      -  10 92 B24                                060 31 14.8
 AL8213
 AL8213|---------------------------------------------------------------------|
 AL8213| PID    Reference Object                     Distance      Geod. Az  |
 AL8213|                                                           dddmmss.s |
 AL8213| AL8214 10 92 B24                           APPROX. 0.6 KM 0595900.5 |
 AL8213| AL8215 10 92 B25                           APPROX. 1.4 KM 0675400.8 |
 AL8213|---------------------------------------------------------------------|
 AL8213
 AL8213                          SUPERSEDED SURVEY CONTROL
 AL8213
 AL8213  NAD 83(1990)-  28 01 42.57549(N)    082 08 35.81801(W) AD(       ) 1
 AL8213  ELLIP H (07/07/94)    7.65   (m)                       GP(       ) 4 1
 AL8213  NAD 83(1990)-  28 01 42.57567(N)    082 08 35.81813(W) AD(       ) 2
 AL8213
 AL8213.Superseded values are not recommended for survey control.
 AL8213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8213.See file dsdata.txt to determine how the superseded data were derived.
 AL8213
 AL8213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8761500886(NAD 83)
 AL8213_MARKER: DD = SURVEY DISK
 AL8213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8213_SP_SET: CONCRETE POST
 AL8213_STAMPING: 10-92-B23
 AL8213_MARK LOGO: FLDT  
 AL8213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8213+STABILITY: SURFACE MOTION
 AL8213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8213+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8213
 AL8213  HISTORY     - Date     Condition        Report By
 AL8213  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8213
 AL8213                          STATION DESCRIPTION
 AL8213
 AL8213'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8213'20.4 MI (32.8 KM) EAST OF TAMPA ON THE SOUTH SIDE OF INTERSTATE
 AL8213'HIGHWAY 4, PROCEED EAST 0.6 MI (1.0 KM) FROM THE INTERSECTION OF
 AL8213'INTERSTATE HIGHWAY 4 AND THONOTOSASSA ROAD (STATE ROUTE 566) ALONG
 AL8213'I-4, STATION IS ON THE SOUTH AT THE NORTHWEST CORNER OF AN OPEN
 AL8213'FIELD, 82.4 FT (25.1 M) SOUTH OF THE ASPHALT SHOULDER ALONG THE
 AL8213'SOUTHSIDE OF THE I-4 EASTBOUND LANE, WEST OF A MPH SIGN, 34.2 FT
 AL8213'(10.4 M) SOUTHEAST OF A PK. NAIL AND TAB IN A WOOD FENCE POST 35.0 FT
 AL8213'(10.7 M) SOUTHWEST OF A PK.NAIL AND TAB IN A WOOD FENCE POST (5 FT.
 AL8213'HOGWIRE-BARBWIRE FENCE), 121.3 FT (37.0 M) EAST OF THE WEST TREELINE
 AL8213'AT HE FENCE. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL.
 AL8213'SECTION 19 TWP.28 S. RGE.22 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8214 ***********************************************************************
 AL8214  DESIGNATION -  10 92 B24
 AL8214  PID         -  AL8214
 AL8214  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8214  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8214
 AL8214                         *CURRENT SURVEY CONTROL
 AL8214  ___________________________________________________________________
 AL8214* NAD 83(1999)-  28 01 52.29305(N)    082 08 16.86545(W)     ADJUSTED  
 AL8214* NAVD 88     -        33.0    (meters)     108.     (feet)  GPS OBS   
 AL8214  ___________________________________________________________________
 AL8214  X           -     770,673.524 (meters)                     COMP
 AL8214  Y           -  -5,581,144.588 (meters)                     COMP
 AL8214  Z           -   2,979,560.377 (meters)                     COMP
 AL8214  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AL8214  ELLIP HEIGHT-           7.27  (meters)          (06/19/01) GPS OBS
 AL8214  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AL8214
 AL8214  HORZ ORDER  -  FIRST
 AL8214  ELLP ORDER  -  FOURTH    CLASS I
 AL8214
 AL8214.The horizontal coordinates were established by GPS observations
 AL8214.and adjusted by the National Geodetic Survey in June 2001..
 AL8214
 AL8214.The orthometric height was determined by GPS observations and a
 AL8214.high-resolution geoid model.
 AL8214
 AL8214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8214
 AL8214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8214
 AL8214.The ellipsoidal height was determined by GPS observations
 AL8214.and is referenced to NAD 83.
 AL8214
 AL8214.The geoid height was determined by GEOID03.
 AL8214
 AL8214;                    North         East     Units Scale Factor Converg.
 AL8214;SPC FL W     -   409,673.209   186,428.976   MT  0.99994345   -0 03 53.5
 AL8214;SPC FL W     - 1,344,069.52    611,642.40   sFT  0.99994345   -0 03 53.5
 AL8214;UTM  17      - 3,101,179.865   388,135.282   MT  0.99975445   -0 32 05.5
 AL8214
 AL8214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8214!SPC FL W     -   0.99999886  x   0.99994345  =   0.99994231
 AL8214!UTM  17      -   0.99999886  x   0.99975445  =   0.99975331
 AL8214
 AL8214:                Primary Azimuth Mark                     Grid Az
 AL8214:SPC FL W     -  10 92 B26                                039 52 17.6
 AL8214:UTM  17      -  10 92 B26                                040 20 29.6
 AL8214
 AL8214|---------------------------------------------------------------------|
 AL8214| PID    Reference Object                     Distance      Geod. Az  |
 AL8214|                                                           dddmmss.s |
 AL8214| AL8216 10 92 B26                           APPROX. 1.2 KM 0394824.1 |
 AL8214| AL8215 10 92 B25                           APPROX. 0.8 KM 0733103.9 |
 AL8214|---------------------------------------------------------------------|
 AL8214
 AL8214                          SUPERSEDED SURVEY CONTROL
 AL8214
 AL8214  NAD 83(1990)-  28 01 52.29141(N)    082 08 16.86461(W) AD(       ) 1
 AL8214  ELLIP H (07/07/94)    7.28   (m)                       GP(       ) 4 1
 AL8214  NAD 83(1990)-  28 01 52.29166(N)    082 08 16.86468(W) AD(       ) 2
 AL8214
 AL8214.Superseded values are not recommended for survey control.
 AL8214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8214.See file dsdata.txt to determine how the superseded data were derived.
 AL8214
 AL8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8813501180(NAD 83)
 AL8214_MARKER: DD = SURVEY DISK
 AL8214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8214_SP_SET: CONCRETE POST
 AL8214_STAMPING: 10-92-B24
 AL8214_MARK LOGO: FLDT  
 AL8214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8214+STABILITY: SURFACE MOTION
 AL8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8214+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8214
 AL8214  HISTORY     - Date     Condition        Report By
 AL8214  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8214
 AL8214                          STATION DESCRIPTION
 AL8214
 AL8214'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8214'20.65 MI (33.23 KM) EAST OF TAMPA, LOCATED 550 FT (167.6 M) WEST OF
 AL8214'THE BEGINNING OF THE OFF-RAMP AT EXIT NO.12 FOR ALEXENDER STREET
 AL8214'(STATE ROUTE 39A), AT 20.6 MILE MARKER, NORTHEAST OF THE SOUTH POLE
 AL8214'SUPPORTING A BILLBOARD AT THE VORTEX OF TWO BILLBOARDS, 83.0 FT
 AL8214'(25.3 M) NORTH OF THE NORTH EDGE OF AN ASPHALT SHOULDER ON THE NORTH
 AL8214'SIDE OF THE WESTBOUND LANE OF I-4 85 FT (25.9 M) SOUTHWEST OF A 20IN
 AL8214'OAK, 38.10 FT (11.61 M) FROM THE NORTHERN MOST POLE SUPPORTING THE
 AL8214'BILLBOARD FACING EAST. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND.
 AL8214'SECTION 19 TWP.28 S. RGE.22 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8215 ***********************************************************************
 AL8215  DESIGNATION -  10 92 B25
 AL8215  PID         -  AL8215
 AL8215  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8215  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8215
 AL8215                         *CURRENT SURVEY CONTROL
 AL8215  ___________________________________________________________________
 AL8215* NAD 83(1999)-  28 02 00.04936(N)    082 07 47.31807(W)     ADJUSTED  
 AL8215* NAVD 88     -        34.3    (meters)     113.     (feet)  GPS OBS   
 AL8215  ___________________________________________________________________
 AL8215  X           -     771,457.804 (meters)                     COMP
 AL8215  Y           -  -5,580,924.104 (meters)                     COMP
 AL8215  Z           -   2,979,771.737 (meters)                     COMP
 AL8215  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AL8215  ELLIP HEIGHT-           8.56  (meters)          (06/19/01) GPS OBS
 AL8215  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AL8215
 AL8215  HORZ ORDER  -  FIRST
 AL8215  ELLP ORDER  -  FOURTH    CLASS I
 AL8215
 AL8215.The horizontal coordinates were established by GPS observations
 AL8215.and adjusted by the National Geodetic Survey in June 2001..
 AL8215
 AL8215.The orthometric height was determined by GPS observations and a
 AL8215.high-resolution geoid model.
 AL8215
 AL8215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8215
 AL8215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8215
 AL8215.The ellipsoidal height was determined by GPS observations
 AL8215.and is referenced to NAD 83.
 AL8215
 AL8215.The geoid height was determined by GEOID03.
 AL8215
 AL8215;                    North         East     Units Scale Factor Converg.
 AL8215;SPC FL W     -   409,911.074   187,236.267   MT  0.99994319   -0 03 39.6
 AL8215;SPC FL W     - 1,344,849.92    614,290.99   sFT  0.99994319   -0 03 39.6
 AL8215;UTM  17      - 3,101,411.055   388,944.343   MT  0.99975222   -0 31 51.8
 AL8215
 AL8215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8215!SPC FL W     -   0.99999866  x   0.99994319  =   0.99994185
 AL8215!UTM  17      -   0.99999866  x   0.99975222  =   0.99975088
 AL8215
 AL8215:                Primary Azimuth Mark                     Grid Az
 AL8215:SPC FL W     -  10 92 B27                                063 24 42.6
 AL8215:UTM  17      -  10 92 B27                                063 52 54.8
 AL8215
 AL8215|---------------------------------------------------------------------|
 AL8215| PID    Reference Object                     Distance      Geod. Az  |
 AL8215|                                                           dddmmss.s |
 AL8215| AL8217 10 92 B27                           APPROX. 0.9 KM 0632103.0 |
 AL8215| AL8216 10 92 B26                           APPROX. 0.7 KM 3575235.3 |
 AL8215|---------------------------------------------------------------------|
 AL8215
 AL8215                          SUPERSEDED SURVEY CONTROL
 AL8215
 AL8215  NAD 83(1990)-  28 02 00.04770(N)    082 07 47.31723(W) AD(       ) 1
 AL8215  ELLIP H (07/07/94)    8.57   (m)                       GP(       ) 4 1
 AL8215  NAD 83(1990)-  28 02 00.04800(N)    082 07 47.31725(W) AD(       ) 2
 AL8215
 AL8215.Superseded values are not recommended for survey control.
 AL8215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8215.See file dsdata.txt to determine how the superseded data were derived.
 AL8215
 AL8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8894401411(NAD 83)
 AL8215_MARKER: DD = SURVEY DISK
 AL8215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8215_SP_SET: CONCRETE POST
 AL8215_STAMPING: 10-92-B25
 AL8215_MARK LOGO: FLDT  
 AL8215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8215+STABILITY: SURFACE MOTION
 AL8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8215+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8215
 AL8215  HISTORY     - Date     Condition        Report By
 AL8215  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8215
 AL8215                          STATION DESCRIPTION
 AL8215
 AL8215'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8215'21.15 MI (34.04 KM) EAST OF TAMPA SOUTH OF THE EASTBOUND LANES OF
 AL8215'INTERSTATE HIGHWAY 4, PROCEED SOUTH FROM THE INTERSECTION OF
 AL8215'INTERSTATE HIGHWAY 4 AND WHEELER STREET (STATE ROUTE 39), SOUTH 500
 AL8215'FT (152.4 M) ALONG WHEELER STREET TO THE INTERSECTION OF HILLSBORO,
 AL8215'WEST 0.26 MI (0.42 KM) TO FRANKLIN STREET, NORTH ON FRANKLIN STREET
 AL8215'UNTIL IT DEAD ENDS. THE STATION IS IN AN OPEN FIELD, 70.0 FT
 AL8215'(21.3 M) SOUTH OF A 4 FT. HOGWIRE FENCE , 64.7 FT (19.7 M) SOUTHEAST
 AL8215'OF A POWERPOLE, 172.7 FT (52.6 M) SOUTHWEST OF THE NORTHERN MOST POLE
 AL8215'SUPPORTING A BILLBOARD, 218.0 FT (66.4 M) NORTHWEST OF THE NORTHWEST
 AL8215'CORNER OF THE HOLIDAY INN (2-STORY BUILDING), 70.2 FT (21.4 M)
 AL8215'NORTHWEST OF A 1-STORY MASONARY BUILDING. STATION IS 0.2 FT (0.1 M)
 AL8215'BELOW GROUND LEVEL. SECTION 20 TWP.28 S. RGE.22 E,
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8216 ***********************************************************************
 AL8216  DESIGNATION -  10 92 B26
 AL8216  PID         -  AL8216
 AL8216  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8216  USGS QUAD   -  PLANT CITY WEST (1993)
 AL8216
 AL8216                         *CURRENT SURVEY CONTROL
 AL8216  ___________________________________________________________________
 AL8216* NAD 83(1999)-  28 02 22.74070(N)    082 07 48.26637(W)     ADJUSTED  
 AL8216* NAVD 88     -        35.5    (meters)     116.     (feet)  GPS OBS   
 AL8216  ___________________________________________________________________
 AL8216  X           -     771,387.334 (meters)                     COMP
 AL8216  Y           -  -5,580,603.457 (meters)                     COMP
 AL8216  Z           -   2,980,388.841 (meters)                     COMP
 AL8216  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AL8216  ELLIP HEIGHT-           9.75  (meters)          (06/19/01) GPS OBS
 AL8216  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AL8216
 AL8216  HORZ ORDER  -  FIRST
 AL8216  ELLP ORDER  -  FOURTH    CLASS I
 AL8216
 AL8216.The horizontal coordinates were established by GPS observations
 AL8216.and adjusted by the National Geodetic Survey in June 2001..
 AL8216
 AL8216.The orthometric height was determined by GPS observations and a
 AL8216.high-resolution geoid model.
 AL8216
 AL8216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8216
 AL8216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8216
 AL8216.The ellipsoidal height was determined by GPS observations
 AL8216.and is referenced to NAD 83.
 AL8216
 AL8216.The geoid height was determined by GEOID03.
 AL8216
 AL8216;                    North         East     Units Scale Factor Converg.
 AL8216;SPC FL W     -   410,609.577   187,211.112   MT  0.99994319   -0 03 40.1
 AL8216;SPC FL W     - 1,347,141.59    614,208.46   sFT  0.99994319   -0 03 40.1
 AL8216;UTM  17      - 3,102,109.608   388,924.923   MT  0.99975228   -0 31 52.6
 AL8216
 AL8216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8216!SPC FL W     -   0.99999847  x   0.99994319  =   0.99994166
 AL8216!UTM  17      -   0.99999847  x   0.99975228  =   0.99975075
 AL8216
 AL8216:                Primary Azimuth Mark                     Grid Az
 AL8216:SPC FL W     -  10 92 B27                                109 32 53.9
 AL8216:UTM  17      -  10 92 B27                                110 01 06.4
 AL8216
 AL8216|---------------------------------------------------------------------|
 AL8216| PID    Reference Object                     Distance      Geod. Az  |
 AL8216|                                                           dddmmss.s |
 AL8216| AL8217 10 92 B27                           APPROX. 0.9 KM 1092913.8 |
 AL8216| AL8215 10 92 B25                           APPROX. 0.7 KM 1775234.8 |
 AL8216| AL8214 10 92 B24                           APPROX. 1.2 KM 2194837.5 |
 AL8216|---------------------------------------------------------------------|
 AL8216
 AL8216                          SUPERSEDED SURVEY CONTROL
 AL8216
 AL8216  NAD 83(1990)-  28 02 22.73909(N)    082 07 48.26555(W) AD(       ) 1
 AL8216  ELLIP H (07/07/94)    9.76   (m)                       GP(       ) 4 1
 AL8216  NAD 83(1990)-  28 02 22.73923(N)    082 07 48.26570(W) AD(       ) 2
 AL8216
 AL8216.Superseded values are not recommended for survey control.
 AL8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8216.See file dsdata.txt to determine how the superseded data were derived.
 AL8216
 AL8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8892502110(NAD 83)
 AL8216_MARKER: DD = SURVEY DISK
 AL8216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8216_SP_SET: CONCRETE POST
 AL8216_STAMPING: 10-92-B26
 AL8216_MARK LOGO: FLDT  
 AL8216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8216+STABILITY: SURFACE MOTION
 AL8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8216+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8216
 AL8216  HISTORY     - Date     Condition        Report By
 AL8216  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8216
 AL8216                          STATION DESCRIPTION
 AL8216
 AL8216'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8216'21.2 MI (34.1 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8216'HIGHWAY 4 AND WHEELER STREET (STATE ROUTE 39) PROCEED 0.4 MI
 AL8216'(0.6 KM) NORTH ON WHEELER STREET (EXIT NO.13) TO TERRACE DRIVE , WEST
 AL8216'0.2 MI (0.3 KM) ALONG TERRACE DRIVE TO THE INTERSECTION OF N.
 AL8216'FRANKLIN STREET, THEN SOUTH 226.4 FT (69.0 M) ALONG N. FRANKLIN
 AL8216'STREET, THE STATION IS WEST OF THE WEST EDGE OF PAVEMENT AND 14.0 FT
 AL8216'(4.3 M) SOUTH OF A POWERPOLE, 8.2 FT (2.5 M) EAST OF FENCE, BETWEEN
 AL8216'RESIDENCE NO. 2707 N. FRANKLIN AND RESIDENCE N0.2701 N. FRANKLIN
 AL8216'STREET. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 20
 AL8216'TWP.28 S. RGE.22 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8217 ***********************************************************************
 AL8217  DESIGNATION -  10 92 B27
 AL8217  PID         -  AL8217
 AL8217  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8217  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8217
 AL8217                         *CURRENT SURVEY CONTROL
 AL8217  ___________________________________________________________________
 AL8217* NAD 83(1999)-  28 02 13.18142(N)    082 07 17.82367(W)     ADJUSTED  
 AL8217* NAVD 88     -        37.6    (meters)     123.     (feet)  GPS OBS   
 AL8217  ___________________________________________________________________
 AL8217  X           -     772,230.187 (meters)                     COMP
 AL8217  Y           -  -5,580,628.428 (meters)                     COMP
 AL8217  Z           -   2,980,130.112 (meters)                     COMP
 AL8217  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AL8217  ELLIP HEIGHT-          11.88  (meters)          (06/19/01) GPS OBS
 AL8217  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AL8217
 AL8217  HORZ ORDER  -  FIRST
 AL8217  ELLP ORDER  -  FOURTH    CLASS I
 AL8217
 AL8217.The horizontal coordinates were established by GPS observations
 AL8217.and adjusted by the National Geodetic Survey in June 2001..
 AL8217
 AL8217.The orthometric height was determined by GPS observations and a
 AL8217.high-resolution geoid model.
 AL8217
 AL8217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8217
 AL8217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8217
 AL8217.The ellipsoidal height was determined by GPS observations
 AL8217.and is referenced to NAD 83.
 AL8217
 AL8217.The geoid height was determined by GEOID03.
 AL8217
 AL8217;                    North         East     Units Scale Factor Converg.
 AL8217;SPC FL W     -   410,314.469   188,042.244   MT  0.99994294   -0 03 25.8
 AL8217;SPC FL W     - 1,346,173.39    616,935.26   sFT  0.99994294   -0 03 25.8
 AL8217;UTM  17      - 3,101,807.748   389,753.446   MT  0.99975001   -0 31 38.1
 AL8217
 AL8217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8217!SPC FL W     -   0.99999813  x   0.99994294  =   0.99994107
 AL8217!UTM  17      -   0.99999813  x   0.99975001  =   0.99974814
 AL8217
 AL8217:                Primary Azimuth Mark                     Grid Az
 AL8217:SPC FL W     -  10 92 B28                                094 32 16.7
 AL8217:UTM  17      -  10 92 B28                                095 00 29.0
 AL8217
 AL8217|---------------------------------------------------------------------|
 AL8217| PID    Reference Object                     Distance      Geod. Az  |
 AL8217|                                                           dddmmss.s |
 AL8217| AL8218 10 92 B28                           APPROX. 0.8 KM 0942850.9 |
 AL8217| AL8216 10 92 B26                           APPROX. 0.9 KM 2892928.1 |
 AL8217|---------------------------------------------------------------------|
 AL8217
 AL8217                          SUPERSEDED SURVEY CONTROL
 AL8217
 AL8217  NAD 83(1990)-  28 02 13.17982(N)    082 07 17.82287(W) AD(       ) 1
 AL8217  ELLIP H (07/07/94)   11.89   (m)                       GP(       ) 4 1
 AL8217  NAD 83(1990)-  28 02 13.18021(N)    082 07 17.82283(W) AD(       ) 2
 AL8217
 AL8217.Superseded values are not recommended for survey control.
 AL8217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8217.See file dsdata.txt to determine how the superseded data were derived.
 AL8217
 AL8217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8975301808(NAD 83)
 AL8217_MARKER: DD = SURVEY DISK
 AL8217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8217_SP_SET: CONCRETE POST
 AL8217_STAMPING: 10-92-B27
 AL8217_MARK LOGO: FLDT  
 AL8217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8217+STABILITY: SURFACE MOTION
 AL8217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8217+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8217
 AL8217  HISTORY     - Date     Condition        Report By
 AL8217  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8217  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8217
 AL8217                          STATION DESCRIPTION
 AL8217
 AL8217'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8217'21.7 MI (34.9 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8217'WHEELER STREET (S.R. 39) AND INTERSTATE HIGHWAY 4 EXIT NO.13, AND N.
 AL8217'FRONTAGE ROAD THEN 0.4 MI (0.6 KM) EAST ALONG N. FRONTAGE ROAD TO THE
 AL8217'ASPHALT DRIVE FOR CLARKE AMERICAN PARKING AND RAMP AREA. THE STATION
 AL8217'IS LOCATED IN THE GRASS AREA 56.7 FT (17.3 M) NORTHEAST OF A
 AL8217'POWERPOLE (ON THE WEST SIDE OF SAID DRIVE), 56 FT (17.1 M) NORTH OF
 AL8217'THE CENTERLINE OF N. FRONTAGE ROAD, 135.3 FT (41.2 M) WEST OF A POWER
 AL8217'POLE, 95.0 FT (29.0 M) SOUTHWEST OF THE SOUTHEAST CORNER OF CLARKE
 AL8217'AMERICAN BUILDING. SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 20
 AL8217'TWP.28 S. RGE.22 E.
 AL8217
 AL8217                          STATION RECOVERY (2006)
 AL8217
 AL8217'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8218 ***********************************************************************
 AL8218  DESIGNATION -  10 92 B28
 AL8218  PID         -  AL8218
 AL8218  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8218  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8218
 AL8218                         *CURRENT SURVEY CONTROL
 AL8218  ___________________________________________________________________
 AL8218* NAD 83(1999)-  28 02 11.12856(N)    082 06 48.31220(W)     ADJUSTED  
 AL8218* NAVD 88     -        37.1    (meters)     122.     (feet)  GPS OBS   
 AL8218  ___________________________________________________________________
 AL8218  X           -     773,032.647 (meters)                     COMP
 AL8218  Y           -  -5,580,546.878 (meters)                     COMP
 AL8218  Z           -   2,980,074.104 (meters)                     COMP
 AL8218  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AL8218  ELLIP HEIGHT-          11.39  (meters)          (06/19/01) GPS OBS
 AL8218  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AL8218
 AL8218  HORZ ORDER  -  FIRST
 AL8218  ELLP ORDER  -  FOURTH    CLASS I
 AL8218
 AL8218.The horizontal coordinates were established by GPS observations
 AL8218.and adjusted by the National Geodetic Survey in June 2001..
 AL8218
 AL8218.The orthometric height was determined by GPS observations and a
 AL8218.high-resolution geoid model.
 AL8218
 AL8218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8218
 AL8218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8218
 AL8218.The ellipsoidal height was determined by GPS observations
 AL8218.and is referenced to NAD 83.
 AL8218
 AL8218.The geoid height was determined by GEOID03.
 AL8218
 AL8218;                    North         East     Units Scale Factor Converg.
 AL8218;SPC FL W     -   410,250.502   188,848.197   MT  0.99994271   -0 03 11.9
 AL8218;SPC FL W     - 1,345,963.52    619,579.46   sFT  0.99994271   -0 03 11.9
 AL8218;UTM  17      - 3,101,737.184   390,558.692   MT  0.99974783   -0 31 24.2
 AL8218
 AL8218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8218!SPC FL W     -   0.99999821  x   0.99994271  =   0.99994092
 AL8218!UTM  17      -   0.99999821  x   0.99974783  =   0.99974604
 AL8218
 AL8218:                Primary Azimuth Mark                     Grid Az
 AL8218:SPC FL W     -  10 92 B30                                086 42 18.5
 AL8218:UTM  17      -  10 92 B30                                087 10 30.8
 AL8218
 AL8218|---------------------------------------------------------------------|
 AL8218| PID    Reference Object                     Distance      Geod. Az  |
 AL8218|                                                           dddmmss.s |
 AL8218| AL8220 10 92 B30                           APPROX. 1.6 KM 0863906.6 |
 AL8218| AL8215 10 92 B25                           APPROX. 1.6 KM 2580319.9 |
 AL8218|---------------------------------------------------------------------|
 AL8218
 AL8218                          SUPERSEDED SURVEY CONTROL
 AL8218
 AL8218  NAD 83(1990)-  28 02 11.12698(N)    082 06 48.31150(W) AD(       ) 1
 AL8218  NAD 83(1990)-  28 02 11.12759(N)    082 06 48.31134(W) AD(       ) 2
 AL8218
 AL8218.Superseded values are not recommended for survey control.
 AL8218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8218.See file dsdata.txt to determine how the superseded data were derived.
 AL8218
 AL8218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9055901737(NAD 83)
 AL8218_MARKER: DD = SURVEY DISK
 AL8218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8218_SP_SET: CONCRETE POST
 AL8218_STAMPING: 10-92-B28
 AL8218_MARK LOGO: FLDT  
 AL8218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8218+STABILITY: SURFACE MOTION
 AL8218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8218+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8218
 AL8218  HISTORY     - Date     Condition        Report By
 AL8218  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8218  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8218
 AL8218                          STATION DESCRIPTION
 AL8218
 AL8218'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8218'22.3 MI (35.9 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECION OF
 AL8218'INTERSTATE HIGHWAY 4 AND PARK ROAD EXIT NO. 14,THEN SOUTH ALONG PARK
 AL8218'ROAD TO S. FRONTAGE ROAD (PARALELL TO THE EASTBOUND LANES OF I-4),
 AL8218'0.5 MI (0.8 KM) EAST ALONG S. FRONTAGE ROAD TO THE INTERSECTION OF N.
 AL8218'GORDON STREET, THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE
 AL8218'INTERSECTION NORTHEAST OF A 1-STORY MASONARY RESIDENCE NO. 2307 ,
 AL8218'21.4 FT (6.5 M) FROM THE EDGE OF PAVEMENT OF S. FRONTAGE ROAD, 3.3 FT
 AL8218'(1.0 M) FROM THE EDGE OF PAVEMENT OF N. GORDON STREET, 20.0 FT
 AL8218'(6.1 M) SOUTHEAST OF A POWERPOLE. THE STATION IS SET 0.2 FT (0.1 M)
 AL8218'BELOW GROUND LEVEL. SECTION 21 TWP.28 S. RGE.22 E.
 AL8218
 AL8218                          STATION RECOVERY (2006)
 AL8218
 AL8218'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8219 ***********************************************************************
 AL8219  DESIGNATION -  10 92 B29
 AL8219  PID         -  AL8219
 AL8219  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8219  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8219
 AL8219                         *CURRENT SURVEY CONTROL
 AL8219  ___________________________________________________________________
 AL8219* NAD 83(1999)-  28 02 15.04968(N)    082 06 22.33453(W)     ADJUSTED  
 AL8219* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 AL8219  ___________________________________________________________________
 AL8219  X           -     773,727.930 (meters)                     COMP
 AL8219  Y           -  -5,580,395.068 (meters)                     COMP
 AL8219  Z           -   2,980,181.607 (meters)                     COMP
 AL8219  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AL8219  ELLIP HEIGHT-          13.44  (meters)          (06/19/01) GPS OBS
 AL8219  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AL8219
 AL8219  HORZ ORDER  -  FIRST
 AL8219  ELLP ORDER  -  FOURTH    CLASS I
 AL8219
 AL8219.The horizontal coordinates were established by GPS observations
 AL8219.and adjusted by the National Geodetic Survey in June 2001..
 AL8219
 AL8219.The orthometric height was determined by GPS observations and a
 AL8219.high-resolution geoid model.
 AL8219
 AL8219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8219
 AL8219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8219
 AL8219.The ellipsoidal height was determined by GPS observations
 AL8219.and is referenced to NAD 83.
 AL8219
 AL8219.The geoid height was determined by GEOID03.
 AL8219
 AL8219;                    North         East     Units Scale Factor Converg.
 AL8219;SPC FL W     -   410,370.561   189,557.803   MT  0.99994252   -0 02 59.7
 AL8219;SPC FL W     - 1,346,357.42    621,907.56   sFT  0.99994252   -0 02 59.7
 AL8219;UTM  17      - 3,101,851.395   391,269.120   MT  0.99974592   -0 31 12.1
 AL8219
 AL8219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8219!SPC FL W     -   0.99999789  x   0.99994252  =   0.99994041
 AL8219!UTM  17      -   0.99999789  x   0.99974592  =   0.99974381
 AL8219
 AL8219:                Primary Azimuth Mark                     Grid Az
 AL8219:SPC FL W     -  10 92 B31                                052 45 12.1
 AL8219:UTM  17      -  10 92 B31                                053 13 24.5
 AL8219
 AL8219|---------------------------------------------------------------------|
 AL8219| PID    Reference Object                     Distance      Geod. Az  |
 AL8219|                                                           dddmmss.s |
 AL8219| AL8221 10 92 B31                           APPROX. 1.1 KM 0524212.4 |
 AL8219| AL8220 10 92 B30                           APPROX. 0.9 KM 0913304.9 |
 AL8219| AL8218 10 92 B28                           APPROX. 0.7 KM 2602049.5 |
 AL8219| AL8217 10 92 B27                           APPROX. 1.5 KM 2674949.8 |
 AL8219|---------------------------------------------------------------------|
 AL8219
 AL8219                          SUPERSEDED SURVEY CONTROL
 AL8219
 AL8219  NAD 83(1990)-  28 02 15.04806(N)    082 06 22.33374(W) AD(       ) 1
 AL8219  ELLIP H (07/07/94)   13.45   (m)                       GP(       ) 4 1
 AL8219  NAD 83(1990)-  28 02 15.04837(N)    082 06 22.33377(W) AD(       ) 2
 AL8219
 AL8219.Superseded values are not recommended for survey control.
 AL8219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8219.See file dsdata.txt to determine how the superseded data were derived.
 AL8219
 AL8219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9126901851(NAD 83)
 AL8219_MARKER: DD = SURVEY DISK
 AL8219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8219_SP_SET: CONCRETE POST
 AL8219_STAMPING: 10-92-B29
 AL8219_MARK LOGO: FLDT  
 AL8219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8219+STABILITY: SURFACE MOTION
 AL8219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8219+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8219
 AL8219  HISTORY     - Date     Condition        Report By
 AL8219  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8219  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8219
 AL8219                          STATION DESCRIPTION
 AL8219
 AL8219'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8219'22.8 MI (36.7 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8219'INTERSTATE HIGHWAY 4 AND PARK ROAD EXIT NO.14, THEN 0.2 MI (0.3 KM)
 AL8219'ALONG N. FRONTAGE ROAD NORTH OF THE ON-RAMP FOR I-4, THE STATION IS
 AL8219'WEST OF THE CONCRETE DRIVE FOR THE ASSEMBLY HALL OF JEHOVAHS
 AL8219'WITNESSES, 29.5 FT (9.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF N.
 AL8219'FRONTAGE ROAD, 108.4 FT (33.0 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 AL8219'A 5 FT. BRICK COLUMN-IRON FENCE, 13 FT (4.0 M) EAST OF A WATERVALVE,
 AL8219'6.8 FT (2.1 M) SOUTH OF SAID BRICK-IRON FENCE, 52.5  FT (16.0 M)
 AL8219'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ASSEMBLY HALL. THE STATION IS
 AL8219'SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 21 TWP.28 S. RGE.22 E.
 AL8219
 AL8219                          STATION RECOVERY (2006)
 AL8219
 AL8219'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8220 ***********************************************************************
 AL8220  DESIGNATION -  10 92 B30
 AL8220  PID         -  AL8220
 AL8220  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8220  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8220
 AL8220                         *CURRENT SURVEY CONTROL
 AL8220  ___________________________________________________________________
 AL8220* NAD 83(1999)-  28 02 14.23364(N)    082 05 48.42377(W)     ADJUSTED  
 AL8220* NAVD 88     -        45.0    (meters)     148.     (feet)  GPS OBS   
 AL8220  ___________________________________________________________________
 AL8220  X           -     774,647.680 (meters)                     COMP
 AL8220  Y           -  -5,580,284.512 (meters)                     COMP
 AL8220  Z           -   2,980,162.137 (meters)                     COMP
 AL8220  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AL8220  ELLIP HEIGHT-          19.19  (meters)          (06/19/01) GPS OBS
 AL8220  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AL8220
 AL8220  HORZ ORDER  -  FIRST
 AL8220  ELLP ORDER  -  FOURTH    CLASS I
 AL8220
 AL8220.The horizontal coordinates were established by GPS observations
 AL8220.and adjusted by the National Geodetic Survey in June 2001..
 AL8220
 AL8220.The orthometric height was determined by GPS observations and a
 AL8220.high-resolution geoid model.
 AL8220
 AL8220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8220
 AL8220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8220
 AL8220.The ellipsoidal height was determined by GPS observations
 AL8220.and is referenced to NAD 83.
 AL8220
 AL8220.The geoid height was determined by GEOID03.
 AL8220
 AL8220;                    North         East     Units Scale Factor Converg.
 AL8220;SPC FL W     -   410,344.670   190,483.944   MT  0.99994229   -0 02 43.8
 AL8220;SPC FL W     - 1,346,272.47    624,946.07   sFT  0.99994229   -0 02 43.8
 AL8220;UTM  17      - 3,101,817.913   392,194.834   MT  0.99974344   -0 30 56.1
 AL8220
 AL8220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8220!SPC FL W     -   0.99999699  x   0.99994229  =   0.99993928
 AL8220!UTM  17      -   0.99999699  x   0.99974344  =   0.99974043
 AL8220
 AL8220:                Primary Azimuth Mark                     Grid Az
 AL8220:SPC FL W     -  10 92 B32                                095 29 42.3
 AL8220:UTM  17      -  10 92 B32                                095 57 54.6
 AL8220
 AL8220|---------------------------------------------------------------------|
 AL8220| PID    Reference Object                     Distance      Geod. Az  |
 AL8220|                                                           dddmmss.s |
 AL8220| AL8222 10 92 B32                           APPROX. 0.8 KM 0952658.5 |
 AL8220|---------------------------------------------------------------------|
 AL8220
 AL8220                          SUPERSEDED SURVEY CONTROL
 AL8220
 AL8220  NAD 83(1990)-  28 02 14.23211(N)    082 05 48.42295(W) AD(       ) 1
 AL8220  ELLIP H (07/07/94)   19.20   (m)                       GP(       ) 4 1
 AL8220  NAD 83(1990)-  28 02 14.23270(N)    082 05 48.42272(W) AD(       ) 2
 AL8220
 AL8220.Superseded values are not recommended for survey control.
 AL8220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8220.See file dsdata.txt to determine how the superseded data were derived.
 AL8220
 AL8220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9219501818(NAD 83)
 AL8220_MARKER: DD = SURVEY DISK
 AL8220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8220_SP_SET: CONCRETE POST
 AL8220_STAMPING: 10-92-B30
 AL8220_MARK LOGO: FLDT  
 AL8220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8220+STABILITY: SURFACE MOTION
 AL8220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8220+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8220
 AL8220  HISTORY     - Date     Condition        Report By
 AL8220  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8220  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8220
 AL8220                          STATION DESCRIPTION
 AL8220
 AL8220'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8220'23.3 MI (37.5 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8220'HIGHWAY 4 AND THE PARK ROAD EXIT NO.14, PROCEED NORTH ALONG PARK ROAD
 AL8220'TO THE N. FRONTAGE ROAD (PARRALL TO THE WESTBOUND LANES OF I-4), THEN
 AL8220'ALONG THE FRONTAGE ROAD 0.5 MI (0.8 KM) TO THE INTERSECTION OF WILDER
 AL8220'ROAD. THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE
 AL8220'INTERSECTION, 42.4 FT (12.9 M) NORTHEAST OF A POWERPOLE , 57.0 FT
 AL8220'(17.4 M) NORTH OF THE EDGE OF PAVEMENT OF N. FRONTAGE ROAD, 9.5 FT
 AL8220'(2.9 M) EAST OF THE EDGE OF PAVEMENT OF WILDER ROAD, 62.1 FT
 AL8220'(18.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 1-STORY FRAME
 AL8220'RESIDENCE, 50.1 FT (15.3 M) NORTHWEST OF A POWER POLE. THE STATION IS
 AL8220'SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 22 TWP.28 S. RGE.22 E.
 AL8220
 AL8220                          STATION RECOVERY (2006)
 AL8220
 AL8220'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8221 ***********************************************************************
 AL8221  DESIGNATION -  10 92 B31
 AL8221  PID         -  AL8221
 AL8221  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8221  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8221
 AL8221                         *CURRENT SURVEY CONTROL
 AL8221  ___________________________________________________________________
 AL8221* NAD 83(1999)-  28 02 37.44420(N)    082 05 49.19501(W)     ADJUSTED  
 AL8221* NAVD 88     -        42.2    (meters)     138.     (feet)  GPS OBS   
 AL8221  ___________________________________________________________________
 AL8221  X           -     774,580.296 (meters)                     COMP
 AL8221  Y           -  -5,579,952.293 (meters)                     COMP
 AL8221  Z           -   2,980,791.465 (meters)                     COMP
 AL8221  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AL8221  ELLIP HEIGHT-          16.42  (meters)          (06/19/01) GPS OBS
 AL8221  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AL8221
 AL8221  HORZ ORDER  -  FIRST
 AL8221  ELLP ORDER  -  FOURTH    CLASS I
 AL8221
 AL8221.The horizontal coordinates were established by GPS observations
 AL8221.and adjusted by the National Geodetic Survey in June 2001..
 AL8221
 AL8221.The orthometric height was determined by GPS observations and a
 AL8221.high-resolution geoid model.
 AL8221
 AL8221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8221
 AL8221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8221
 AL8221.The ellipsoidal height was determined by GPS observations
 AL8221.and is referenced to NAD 83.
 AL8221
 AL8221.The geoid height was determined by GEOID03.
 AL8221
 AL8221;                    North         East     Units Scale Factor Converg.
 AL8221;SPC FL W     -   411,059.145   190,463.448   MT  0.99994230   -0 02 44.2
 AL8221;SPC FL W     - 1,348,616.54    624,878.83   sFT  0.99994230   -0 02 44.2
 AL8221;UTM  17      - 3,102,532.390   392,180.205   MT  0.99974348   -0 30 56.9
 AL8221
 AL8221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8221!SPC FL W     -   0.99999742  x   0.99994230  =   0.99993972
 AL8221!UTM  17      -   0.99999742  x   0.99974348  =   0.99974090
 AL8221
 AL8221:                Primary Azimuth Mark                     Grid Az
 AL8221:SPC FL W     -  10 92 B32                                133 31 26.9
 AL8221:UTM  17      -  10 92 B32                                133 59 39.6
 AL8221
 AL8221|---------------------------------------------------------------------|
 AL8221| PID    Reference Object                     Distance      Geod. Az  |
 AL8221|                                                           dddmmss.s |
 AL8221| AL8222 10 92 B32                           APPROX. 1.2 KM 1332842.7 |
 AL8221| AL8220 10 92 B30                           APPROX. 0.7 KM 1781840.6 |
 AL8221|---------------------------------------------------------------------|
 AL8221
 AL8221                          SUPERSEDED SURVEY CONTROL
 AL8221
 AL8221  NAD 83(1990)-  28 02 37.44268(N)    082 05 49.19419(W) AD(       ) 1
 AL8221  ELLIP H (07/07/94)   16.43   (m)                       GP(       ) 4 1
 AL8221  NAD 83(1990)-  28 02 37.44329(N)    082 05 49.19396(W) AD(       ) 2
 AL8221
 AL8221.Superseded values are not recommended for survey control.
 AL8221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8221.See file dsdata.txt to determine how the superseded data were derived.
 AL8221
 AL8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9218002532(NAD 83)
 AL8221_MARKER: DD = SURVEY DISK
 AL8221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8221_SP_SET: CONCRETE POST
 AL8221_STAMPING: 10-92-B31
 AL8221_MARK LOGO: FLDT  
 AL8221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8221+STABILITY: SURFACE MOTION
 AL8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL8221+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AL8221
 AL8221  HISTORY     - Date     Condition        Report By
 AL8221  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8221  HISTORY     - 20060110 GOOD             USPSQD
 AL8221
 AL8221                          STATION DESCRIPTION
 AL8221
 AL8221'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8221'24 MI (38.6 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8221'HIGHWAY 4 AND THE PARK ROAD EXIT NO. 14. PROCEED NORTH ALONG PARK
 AL8221'ROAD TO N. FRONTAGE ROAD, EAST 0.5 MI (0.8 KM) ALONG N. FRONTAGE ROAD
 AL8221'TO THE INTERSECTION OF WILDER ROAD,  0.5 MI (0.8 KM) ALONG WILDER
 AL8221'ROAD TO THE STATION ON THE WEST, 206.9 FT (63.1 M) NORTH OF THE
 AL8221'CENTERLINE OF ROBINSON ROAD, EAST OF A MOBILE HOME NO. 3007 AND 21 FT
 AL8221'(6.4 M) WEST OF THE CENTERLINE OF WILDER ROAD , 82 FT (25.0 M)
 AL8221'NORTHWEST OF A POWERPOLE NO.3687044833 (LOCATED ON THE EAST SIDE OF
 AL8221'WILDER ROAD), 41 FT (12.5 M) SOUTH OF A TELEPHONE POLE NO.55 AND 50.5
 AL8221'FT (15.4 M) SOUTHWEST OF A TELEPONE POLE NO. 3687044841 LOCATED ON
 AL8221'THE EAST SIDE OF WILDER ROAD (NORTHWEST OF A WOOD FRAME RESIDENCE NO.
 AL8221'3806). THE STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION
 AL8221'22 TWP. 28 S. RGE.22 E.
 AL8221
 AL8221                          STATION RECOVERY (2006)
 AL8221
 AL8221'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8222 ***********************************************************************
 AL8222  DESIGNATION -  10 92 B32
 AL8222  PID         -  AL8222
 AL8222  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8222  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8222
 AL8222                         *CURRENT SURVEY CONTROL
 AL8222  ___________________________________________________________________
 AL8222* NAD 83(1999)-  28 02 11.70897(N)    082 05 18.60872(W)     ADJUSTED  
 AL8222* NAVD 88     -        46.1    (meters)     151.     (feet)  GPS OBS   
 AL8222  ___________________________________________________________________
 AL8222  X           -     775,459.451 (meters)                     COMP
 AL8222  Y           -  -5,580,209.633 (meters)                     COMP
 AL8222  Z           -   2,980,094.062 (meters)                     COMP
 AL8222  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AL8222  ELLIP HEIGHT-          20.30  (meters)          (06/19/01) GPS OBS
 AL8222  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AL8222
 AL8222  HORZ ORDER  -  FIRST
 AL8222  ELLP ORDER  -  FOURTH    CLASS I
 AL8222
 AL8222.The horizontal coordinates were established by GPS observations
 AL8222.and adjusted by the National Geodetic Survey in June 2001..
 AL8222
 AL8222.The orthometric height was determined by GPS observations and a
 AL8222.high-resolution geoid model.
 AL8222
 AL8222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8222
 AL8222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8222
 AL8222.The ellipsoidal height was determined by GPS observations
 AL8222.and is referenced to NAD 83.
 AL8222
 AL8222.The geoid height was determined by GEOID03.
 AL8222
 AL8222;                    North         East     Units Scale Factor Converg.
 AL8222;SPC FL W     -   410,266.338   191,298.188   MT  0.99994211   -0 02 29.8
 AL8222;SPC FL W     - 1,346,015.48    627,617.47   sFT  0.99994211   -0 02 29.8
 AL8222;UTM  17      - 3,101,732.920   393,008.246   MT  0.99974129   -0 30 42.1
 AL8222
 AL8222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8222!SPC FL W     -   0.99999681  x   0.99994211  =   0.99993892
 AL8222!UTM  17      -   0.99999681  x   0.99974129  =   0.99973810
 AL8222
 AL8222:                Primary Azimuth Mark                     Grid Az
 AL8222:SPC FL W     -  10 92 B33                                083 59 42.7
 AL8222:UTM  17      -  10 92 B33                                084 27 55.0
 AL8222
 AL8222|---------------------------------------------------------------------|
 AL8222| PID    Reference Object                     Distance      Geod. Az  |
 AL8222|                                                           dddmmss.s |
 AL8222| AL8223 10 92 B33                           APPROX. 0.8 KM 0835712.9 |
 AL8222| AL8224 10 92 B34                           APPROX. 1.4 KM 0895643.5 |
 AL8222| AL8220 10 92 B30                           APPROX. 0.8 KM 2752712.5 |
 AL8222| AL8221 10 92 B31                           APPROX. 1.2 KM 3132857.0 |
 AL8222|---------------------------------------------------------------------|
 AL8222
 AL8222                          SUPERSEDED SURVEY CONTROL
 AL8222
 AL8222  NAD 83(1990)-  28 02 11.70736(N)    082 05 18.60789(W) AD(       ) 1
 AL8222  ELLIP H (07/07/94)   20.31   (m)                       GP(       ) 4 1
 AL8222  NAD 83(1990)-  28 02 11.70782(N)    082 05 18.60769(W) AD(       ) 2
 AL8222
 AL8222.Superseded values are not recommended for survey control.
 AL8222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8222.See file dsdata.txt to determine how the superseded data were derived.
 AL8222
 AL8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9300801733(NAD 83)
 AL8222_MARKER: DD = SURVEY DISK
 AL8222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8222_SP_SET: CONCRETE POST
 AL8222_STAMPING: 10-92-B32
 AL8222_MARK LOGO: FLDT  
 AL8222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8222+STABILITY: SURFACE MOTION
 AL8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8222+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8222
 AL8222  HISTORY     - Date     Condition        Report By
 AL8222  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8222  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8222
 AL8222                          STATION DESCRIPTION
 AL8222
 AL8222'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8222'23 MI (37.0 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8222'HIGHWAY 4 AND PARK ROAD EXIT NO. 14, PROCEED SOUTH ALONG PARK ROAD TO
 AL8222'S. FRONTAGE ROAD (PARALLEL WITH THE EASTBOUND LANES OF I-4), 1 MI
 AL8222'(1.6 KM) WEST ALONG S. FRONTAGE ROAD TO THE INTERSECTION OF SON KEEN
 AL8222'ROAD, THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE
 AL8222'INTERSECTION BETWEEN TWO BILLBOARDS, 34 FT (10.4 M) SOUTH OF THE EDGE
 AL8222'OF PAVEMENT OF S. FRONTAGE ROAD , 28.5 FT (8.7 M) SOUTH OF A 4 FT.
 AL8222'BARBWIRE FENCE AND 63.1 FT (19.2 M) EAST OF THE EAST EDGE OF PAVEMENT
 AL8222'OF SON KEEN ROAD, 47.3 FT (14.4 M) EAST OF THE 4 FT. BARBWIRE FENCE,
 AL8222'36.3 FT (11.1 M) EAST OF THE NORTHEN MOST POLE SUPPORTING A BILLBOARD
 AL8222'PARALLEL WITH SON KEEN ROAD, 226.4 FT (69.0 M) WEST OF THE SOUTHERN
 AL8222'MOST POLE SUPPORTING THE NORTHEASTERN BILLBOARD. THE STATION IS SET
 AL8222'0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 22 TWP.28 S. RGE.22 E.
 AL8222
 AL8222                          STATION RECOVERY (2005)
 AL8222
 AL8222'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8222'STATE DOT HAS REBUILT THE FRONTAGE ROAD AREA. THE BILLBOARDS HAVE BEEN
 AL8222'REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8223 ***********************************************************************
 AL8223  DESIGNATION -  10 92 B33
 AL8223  PID         -  AL8223
 AL8223  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8223  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8223
 AL8223                         *CURRENT SURVEY CONTROL
 AL8223  ___________________________________________________________________
 AL8223* NAD 83(1999)-  28 02 14.31269(N)    082 04 50.89641(W)     ADJUSTED  
 AL8223* NAVD 88     -        44.2    (meters)     145.     (feet)  GPS OBS   
 AL8223  ___________________________________________________________________
 AL8223  X           -     776,203.739 (meters)                     COMP
 AL8223  Y           -  -5,580,066.413 (meters)                     COMP
 AL8223  Z           -   2,980,163.909 (meters)                     COMP
 AL8223  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AL8223  ELLIP HEIGHT-          18.39  (meters)          (06/19/01) GPS OBS
 AL8223  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AL8223
 AL8223  HORZ ORDER  -  FIRST
 AL8223  ELLP ORDER  -  FOURTH    CLASS I
 AL8223
 AL8223.The horizontal coordinates were established by GPS observations
 AL8223.and adjusted by the National Geodetic Survey in June 2001..
 AL8223
 AL8223.The orthometric height was determined by GPS observations and a
 AL8223.high-resolution geoid model.
 AL8223
 AL8223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8223
 AL8223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8223
 AL8223.The ellipsoidal height was determined by GPS observations
 AL8223.and is referenced to NAD 83.
 AL8223
 AL8223.The geoid height was determined by GEOID03.
 AL8223
 AL8223;                    North         East     Units Scale Factor Converg.
 AL8223;SPC FL W     -   410,345.959   192,055.118   MT  0.99994196   -0 02 16.7
 AL8223;SPC FL W     - 1,346,276.70    630,100.83   sFT  0.99994196   -0 02 16.7
 AL8223;UTM  17      - 3,101,806.314   393,765.650   MT  0.99973929   -0 30 29.1
 AL8223
 AL8223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8223!SPC FL W     -   0.99999711  x   0.99994196  =   0.99993907
 AL8223!UTM  17      -   0.99999711  x   0.99973929  =   0.99973640
 AL8223
 AL8223:                Primary Azimuth Mark                     Grid Az
 AL8223:SPC FL W     -  10 92 B32                                263 59 42.6
 AL8223:UTM  17      -  10 92 B32                                264 27 55.0
 AL8223
 AL8223|---------------------------------------------------------------------|
 AL8223| PID    Reference Object                     Distance      Geod. Az  |
 AL8223|                                                           dddmmss.s |
 AL8223| AL8222 10 92 B32                           APPROX. 0.8 KM 2635725.9 |
 AL8223| AL8220 10 92 B30                           APPROX. 1.6 KM 2695454.1 |
 AL8223|---------------------------------------------------------------------|
 AL8223
 AL8223                          SUPERSEDED SURVEY CONTROL
 AL8223
 AL8223  NAD 83(1990)-  28 02 14.31120(N)    082 04 50.89557(W) AD(       ) 1
 AL8223  ELLIP H (07/07/94)   18.40   (m)                       GP(       ) 4 1
 AL8223  NAD 83(1990)-  28 02 14.31189(N)    082 04 50.89522(W) AD(       ) 2
 AL8223
 AL8223.Superseded values are not recommended for survey control.
 AL8223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8223.See file dsdata.txt to determine how the superseded data were derived.
 AL8223
 AL8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9376601806(NAD 83)
 AL8223_MARKER: DD = SURVEY DISK
 AL8223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8223_SP_SET: CONCRETE POST
 AL8223_STAMPING: 10-92-B33
 AL8223_MARK LOGO: FLDT  
 AL8223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8223+STABILITY: SURFACE MOTION
 AL8223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8223+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8223
 AL8223  HISTORY     - Date     Condition        Report By
 AL8223  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8223  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 AL8223
 AL8223                          STATION DESCRIPTION
 AL8223
 AL8223'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8223'24.3 MI (39.1 KM) EAST OF TAMPA, FROM THE INTERSECTION OF COUNTY LINE
 AL8223'ROAD AND INTERSTATE HIGHWAY 4 PROCEED WEST 1 MI (1.6 KM) ALONG N.
 AL8223'FRONTAGE ROAD TO THE INTERSECTION OF CHARLIE TAYLOR ROAD AND N.
 AL8223'FRONTAGE ROAD (PARALLEL WITH THE WESTBOUND LANES OF I-4), THEN 0.5 MI
 AL8223'(0.8 KM) WEST ALONG N. FRONTAGE ROAD . THE STATION IS ON THE NORTH
 AL8223'SIDE OF N. FRONTAGE ROAD, 21.7 FT (6.6 M) FROM THE EDGE OF PAVEMENT,
 AL8223'93.1 FT (28.4 M) EAST OF  POWERPOLE NO. 9151, 95.8 FT (29.2 M)
 AL8223'NORTHEAST OF POWER POLE NO. 90520. SECTION 23 TWP.28 S. RGE.22 E.
 AL8223
 AL8223                          STATION RECOVERY (2005)
 AL8223
 AL8223'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8223'HIGHWAY COMPLETELY REBUILT AND WIDENED. STATION SHOULD BE CONSIDERED
 AL8223'LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8224 ***********************************************************************
 AL8224  DESIGNATION -  10 92 B34
 AL8224  PID         -  AL8224
 AL8224  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8224  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8224
 AL8224                         *CURRENT SURVEY CONTROL
 AL8224  ___________________________________________________________________
 AL8224* NAD 83(1999)-  28 02 11.75054(N)    082 04 26.15316(W)     ADJUSTED  
 AL8224* NAVD 88     -        46.5    (meters)     153.     (feet)  GPS OBS   
 AL8224  ___________________________________________________________________
 AL8224  X           -     776,878.499 (meters)                     COMP
 AL8224  Y           -  -5,580,011.963 (meters)                     COMP
 AL8224  Z           -   2,980,095.361 (meters)                     COMP
 AL8224  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AL8224  ELLIP HEIGHT-          20.66  (meters)          (06/19/01) GPS OBS
 AL8224  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AL8224
 AL8224  HORZ ORDER  -  FIRST
 AL8224  ELLP ORDER  -  FOURTH    CLASS I
 AL8224
 AL8224.The horizontal coordinates were established by GPS observations
 AL8224.and adjusted by the National Geodetic Survey in June 2001..
 AL8224
 AL8224.The orthometric height was determined by GPS observations and a
 AL8224.high-resolution geoid model.
 AL8224
 AL8224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8224
 AL8224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8224
 AL8224.The ellipsoidal height was determined by GPS observations
 AL8224.and is referenced to NAD 83.
 AL8224
 AL8224.The geoid height was determined by GEOID03.
 AL8224
 AL8224;                    North         East     Units Scale Factor Converg.
 AL8224;SPC FL W     -   410,266.663   192,730.851   MT  0.99994183   -0 02 05.1
 AL8224;SPC FL W     - 1,346,016.54    632,317.80   sFT  0.99994183   -0 02 05.1
 AL8224;UTM  17      - 3,101,721.494   394,440.573   MT  0.99973753   -0 30 17.4
 AL8224
 AL8224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8224!SPC FL W     -   0.99999675  x   0.99994183  =   0.99993858
 AL8224!UTM  17      -   0.99999675  x   0.99973753  =   0.99973429
 AL8224
 AL8224:                Primary Azimuth Mark                     Grid Az
 AL8224:SPC FL W     -  10 92 B32                                269 59 13.2
 AL8224:UTM  17      -  10 92 B32                                270 27 25.5
 AL8224
 AL8224|---------------------------------------------------------------------|
 AL8224| PID    Reference Object                     Distance      Geod. Az  |
 AL8224|                                                           dddmmss.s |
 AL8224| AL8222 10 92 B32                           APPROX. 1.4 KM 2695708.1 |
 AL8224| AL8223 10 92 B33                           APPROX. 0.7 KM 2763929.5 |
 AL8224|---------------------------------------------------------------------|
 AL8224
 AL8224                          SUPERSEDED SURVEY CONTROL
 AL8224
 AL8224  NAD 83(1990)-  28 02 11.74904(N)    082 04 26.15234(W) AD(       ) 1
 AL8224  ELLIP H (07/07/94)   20.67   (m)                       GP(       ) 4 1
 AL8224  NAD 83(1990)-  28 02 11.74967(N)    082 04 26.15198(W) AD(       ) 2
 AL8224
 AL8224.Superseded values are not recommended for survey control.
 AL8224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8224.See file dsdata.txt to determine how the superseded data were derived.
 AL8224
 AL8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9444101721(NAD 83)
 AL8224_MARKER: DD = SURVEY DISK
 AL8224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8224_SP_SET: CONCRETE POST
 AL8224_STAMPING: 10-92-B34
 AL8224_MARK LOGO: FLDT  
 AL8224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8224+STABILITY: SURFACE MOTION
 AL8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8224+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8224
 AL8224  HISTORY     - Date     Condition        Report By
 AL8224  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8224  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8224
 AL8224                          STATION DESCRIPTION
 AL8224
 AL8224'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8224'24.65 MI (39.67 KM) EAST OF TAMPA, FROM THE INTERSECTION OF COUNTY
 AL8224'LINE ROAD AND INTERSTATE HIGHWAY 4 PROCEED WEST 1 MI (1.6 KM) ALONG
 AL8224'S. FRONTAGE ROAD TO THE INTERSECTION OF CHARLIE TAYLOR ROAD AND S.
 AL8224'FRONTAGE ROAD (PARALLEL WITH THE EASTBOUND LANES OF I-4), THEN 470 FT
 AL8224'(143.3 M) WEST ALONG S. FRONTAGE ROAD. THE STATION IS SOUTH 28.2 FT
 AL8224'(8.6 M) FROM THE SOUTH EDGE OF PAVEMENT OF S. FRONTAGE ROAD, 146.7 FT
 AL8224'(44.7 M) WEST OF A POWERPOLE AND 166.0 FT (50.6 M) SOUTHEAST OF A
 AL8224'POWERPOLE, 66.7 FT (20.3 M) NORTHWEST OF THE WEST CORNER OF A 4 FT.
 AL8224'CHAIN LINK FENCE, 30.6 FT (9.3 M) NORTHEAST OF A CITRUS TREE. THE
 AL8224'STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 23 TWP.28
 AL8224'S. RGE.22 E.
 AL8224
 AL8224                          STATION RECOVERY (2005)
 AL8224
 AL8224'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8224'STATE DOT HAS REBUILT FRONTAGE ROADS THIS AREA. EVEN THIS CITRUS TREE
 AL8224'HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8225 ***********************************************************************
 AL8225  DESIGNATION -  10 92 B35
 AL8225  PID         -  AL8225
 AL8225  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8225  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8225
 AL8225                         *CURRENT SURVEY CONTROL
 AL8225  ___________________________________________________________________
 AL8225* NAD 83(1999)-  28 02 14.10357(N)    082 03 55.85651(W)     ADJUSTED  
 AL8225* NAVD 88     -        41.4    (meters)     136.     (feet)  GPS OBS   
 AL8225  ___________________________________________________________________
 AL8225  X           -     777,692.765 (meters)                     COMP
 AL8225  Y           -  -5,579,859.544 (meters)                     COMP
 AL8225  Z           -   2,980,156.860 (meters)                     COMP
 AL8225  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AL8225  ELLIP HEIGHT-          15.48  (meters)          (06/19/01) GPS OBS
 AL8225  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AL8225
 AL8225  HORZ ORDER  -  FIRST
 AL8225  ELLP ORDER  -  FOURTH    CLASS I
 AL8225
 AL8225.The horizontal coordinates were established by GPS observations
 AL8225.and adjusted by the National Geodetic Survey in June 2001..
 AL8225
 AL8225.The orthometric height was determined by GPS observations and a
 AL8225.high-resolution geoid model.
 AL8225
 AL8225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8225
 AL8225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8225
 AL8225.The ellipsoidal height was determined by GPS observations
 AL8225.and is referenced to NAD 83.
 AL8225
 AL8225.The geoid height was determined by GEOID03.
 AL8225
 AL8225;                    North         East     Units Scale Factor Converg.
 AL8225;SPC FL W     -   410,338.620   193,558.349   MT  0.99994169   -0 01 50.9
 AL8225;SPC FL W     - 1,346,252.62    635,032.68   sFT  0.99994169   -0 01 50.9
 AL8225;UTM  17      - 3,101,786.645   395,268.463   MT  0.99973538   -0 30 03.2
 AL8225
 AL8225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8225!SPC FL W     -   0.99999757  x   0.99994169  =   0.99993926
 AL8225!UTM  17      -   0.99999757  x   0.99973538  =   0.99973295
 AL8225
 AL8225:                Primary Azimuth Mark                     Grid Az
 AL8225:SPC FL W     -  10 92 B36                                100 17 28.1
 AL8225:UTM  17      -  10 92 B36                                100 45 40.4
 AL8225
 AL8225|---------------------------------------------------------------------|
 AL8225| PID    Reference Object                     Distance      Geod. Az  |
 AL8225|                                                           dddmmss.s |
 AL8225| AL8226 10 92 B36                           APPROX. 0.8 KM 1001537.2 |
 AL8225| AL8224 10 92 B34                           APPROX. 0.8 KM 2645958.0 |
 AL8225| AL8223 10 92 B33                           APPROX. 1.5 KM 2701456.2 |
 AL8225|---------------------------------------------------------------------|
 AL8225
 AL8225                          SUPERSEDED SURVEY CONTROL
 AL8225
 AL8225  NAD 83(1990)-  28 02 14.10211(N)    082 03 55.85568(W) AD(       ) 1
 AL8225  ELLIP H (07/07/94)   15.49   (m)                       GP(       ) 4 1
 AL8225  NAD 83(1990)-  28 02 14.10282(N)    082 03 55.85523(W) AD(       ) 2
 AL8225
 AL8225.Superseded values are not recommended for survey control.
 AL8225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8225.See file dsdata.txt to determine how the superseded data were derived.
 AL8225
 AL8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9526801787(NAD 83)
 AL8225_MARKER: DD = SURVEY DISK
 AL8225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8225_SP_SET: CONCRETE POST
 AL8225_STAMPING: 10-92-B35
 AL8225_MARK LOGO: FLDT  
 AL8225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8225+STABILITY: SURFACE MOTION
 AL8225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8225+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8225
 AL8225  HISTORY     - Date     Condition        Report By
 AL8225  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8225  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 AL8225
 AL8225                          STATION DESCRIPTION
 AL8225
 AL8225'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8225'25 MI (40.2 KM) EAST OF TAMPA, AND 0.6 MI (1.0 KM) WEST OF COUNTY LINE
 AL8225'ROAD.FROM THE INTERSECTION OF COUNTYLINE ROAD AND INTERSTATE HIGHWAY
 AL8225'4 PROCEED NORTH ALONG COUNTYLINE ROAD TO N. FRONTAGE ROAD, WEST 0.6
 AL8225'MI (1.0 KM) ALONG N. FRONTAGE ROAD. THE STATION IS ON THE RIGHT-
 AL8225'NORTH OF AND 80 FT (24.4 M) WEST OF MILE MARKER NO. 25, 30.5 FT
 AL8225'(9.3 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF N. FRONTAGE ROAD,
 AL8225'LOCATED IN A CLEARING 51.6 FT (15.7 M) NORTH OF 4FT HOGWIRE FENCE,
 AL8225'245.0 FT (74.7 M) EAST OF AN IRON ROD AND CAP NO.2220 LOCATED IN THE
 AL8225'CENTER OF A DIRT ROAD 4.9 FT (1.5 M) NORTH AND 8.2 FT (2.5 M) EAST OF
 AL8225'THE NORTHEAST CORNER OF THE GRAVE OF THOMAS V. LENOIR, JR., 243.5 FT
 AL8225'(74.2 M) WEST OF AN IRON ROD AND CAP NO. 4874 LOCATED IN CENTER OF
 AL8225'GRASS DRIVE 15 FT (4.6 M) WEST OF THE TREE LINE. THE STATION IS SET
 AL8225'0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 24 TWP.28 S. RGE.22 E.
 AL8225
 AL8225                          STATION RECOVERY (2005)
 AL8225
 AL8225'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8225'HIGHWAY COMPLETELY REBUILT AND WIDENED. STATION SHOULD BE CONSIDERED
 AL8225'LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8226 ***********************************************************************
 AL8226  DESIGNATION -  10 92 B36
 AL8226  PID         -  AL8226
 AL8226  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8226  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8226
 AL8226                         *CURRENT SURVEY CONTROL
 AL8226  ___________________________________________________________________
 AL8226* NAD 83(1999)-  28 02 09.68190(N)    082 03 28.33128(W)     ADJUSTED  
 AL8226* NAVD 88     -        37.3    (meters)     122.     (feet)  GPS OBS   
 AL8226  ___________________________________________________________________
 AL8226  X           -     778,445.718 (meters)                     COMP
 AL8226  Y           -  -5,579,815.565 (meters)                     COMP
 AL8226  Z           -   2,980,034.829 (meters)                     COMP
 AL8226  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AL8226  ELLIP HEIGHT-          11.46  (meters)          (06/19/01) GPS OBS
 AL8226  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AL8226
 AL8226  HORZ ORDER  -  FIRST
 AL8226  ELLP ORDER  -  FOURTH    CLASS I
 AL8226
 AL8226.The horizontal coordinates were established by GPS observations
 AL8226.and adjusted by the National Geodetic Survey in June 2001..
 AL8226
 AL8226.The orthometric height was determined by GPS observations and a
 AL8226.high-resolution geoid model.
 AL8226
 AL8226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8226
 AL8226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8226
 AL8226.The ellipsoidal height was determined by GPS observations
 AL8226.and is referenced to NAD 83.
 AL8226
 AL8226.The geoid height was determined by GEOID03.
 AL8226
 AL8226;                    North         East     Units Scale Factor Converg.
 AL8226;SPC FL W     -   410,202.134   194,310.047   MT  0.99994158   -0 01 37.9
 AL8226;SPC FL W     - 1,345,804.83    637,498.88   sFT  0.99994158   -0 01 37.9
 AL8226;UTM  17      - 3,101,644.026   396,018.860   MT  0.99973345   -0 29 50.2
 AL8226
 AL8226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8226!SPC FL W     -   0.99999820  x   0.99994158  =   0.99993978
 AL8226!UTM  17      -   0.99999820  x   0.99973345  =   0.99973165
 AL8226
 AL8226:                Primary Azimuth Mark                     Grid Az
 AL8226:SPC FL W     -  10 92 B34                                272 20 23.8
 AL8226:UTM  17      -  10 92 B34                                272 48 36.1
 AL8226
 AL8226|---------------------------------------------------------------------|
 AL8226| PID    Reference Object                     Distance      Geod. Az  |
 AL8226|                                                           dddmmss.s |
 AL8226| AL8224 10 92 B34                           APPROX. 1.6 KM 2721845.9 |
 AL8226|---------------------------------------------------------------------|
 AL8226
 AL8226                          SUPERSEDED SURVEY CONTROL
 AL8226
 AL8226  NAD 83(1990)-  28 02 09.68042(N)    082 03 28.33045(W) AD(       ) 1
 AL8226  ELLIP H (07/07/94)   11.47   (m)                       GP(       ) 4 1
 AL8226  NAD 83(1990)-  28 02 09.68110(N)    082 03 28.33003(W) AD(       ) 2
 AL8226
 AL8226.Superseded values are not recommended for survey control.
 AL8226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8226.See file dsdata.txt to determine how the superseded data were derived.
 AL8226
 AL8226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9601901644(NAD 83)
 AL8226_MARKER: DD = SURVEY DISK
 AL8226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8226_SP_SET: CONCRETE POST
 AL8226_STAMPING: 10-92-B36
 AL8226_MARK LOGO: FLDT  
 AL8226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8226+STABILITY: SURFACE MOTION
 AL8226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8226+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8226
 AL8226  HISTORY     - Date     Condition        Report By
 AL8226  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8226  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8226
 AL8226                          STATION DESCRIPTION
 AL8226
 AL8226'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8226'25.45 MI (40.96 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4 SOUTH OF
 AL8226'THE OFF-RAMP FOR COUNTY LINE ROAD EXIT NO.15, LOCATED IN A PASTURE
 AL8226'9.0 FT (2.7 M) SOUTH  OF A 4 FT. HOGWIRE FENCE THAT RUNS ALONG THE
 AL8226'SOUTH EDGE OF A DITCH AND CONCRETE SWALE ON S. FRONTAGE ROAD, 850 FT
 AL8226'(259.1 M) WEST OF COUNTY LINE ROAD AND 134.61 FT (41.03 M) SOUTHWEST
 AL8226'OF A PK. NAIL AND TAB AT THE APEX OF THE OFF-RAMP AND FRONTAGE ROAD
 AL8226'AND 122.88 FT (37.45 M) SOUTHEAST OF A PK. NAIL AND TAB SET AT THE
 AL8226'INTERSECTIONS OF CENTERLINES OF FRONTAGE ROAD CROSSING FROM THE
 AL8226'NORTHEAST AND THE EAST-WEST ROAD. THE STATION IS SET 0.2 FT (0.1 M)
 AL8226'BELOW GROUND LEVEL.SECTION 24 TWP.28 S. RGE.22 E.
 AL8226
 AL8226                          STATION RECOVERY (2005)
 AL8226
 AL8226'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8226'STATE DOT HAS REBUILT FRONTAGE ROADS THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8227 ***********************************************************************
 AL8227  DESIGNATION -  10 92 B37
 AL8227  PID         -  AL8227
 AL8227  STATE/COUNTY-  FL/POLK
 AL8227  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8227
 AL8227                         *CURRENT SURVEY CONTROL
 AL8227  ___________________________________________________________________
 AL8227* NAD 83(1999)-  28 02 10.78591(N)    082 02 57.80437(W)     ADJUSTED  
 AL8227* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 AL8227  ___________________________________________________________________
 AL8227  X           -     779,269.525 (meters)                     COMP
 AL8227  Y           -  -5,579,686.048 (meters)                     COMP
 AL8227  Z           -   2,980,065.672 (meters)                     COMP
 AL8227  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AL8227  ELLIP HEIGHT-          13.26  (meters)          (06/19/01) GPS OBS
 AL8227  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AL8227
 AL8227  HORZ ORDER  -  FIRST
 AL8227  ELLP ORDER  -  FOURTH    CLASS I
 AL8227
 AL8227.The horizontal coordinates were established by GPS observations
 AL8227.and adjusted by the National Geodetic Survey in June 2001..
 AL8227
 AL8227.The orthometric height was determined by GPS observations and a
 AL8227.high-resolution geoid model.
 AL8227
 AL8227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8227
 AL8227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8227
 AL8227.The ellipsoidal height was determined by GPS observations
 AL8227.and is referenced to NAD 83.
 AL8227
 AL8227.The geoid height was determined by GEOID03.
 AL8227
 AL8227;                    North         East     Units Scale Factor Converg.
 AL8227;SPC FL W     -   410,235.750   195,143.813   MT  0.99994147   -0 01 23.6
 AL8227;SPC FL W     - 1,345,915.12    640,234.33   sFT  0.99994147   -0 01 23.6
 AL8227;UTM  17      - 3,101,670.795   396,852.700   MT  0.99973131   -0 29 35.8
 AL8227
 AL8227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8227!SPC FL W     -   0.99999792  x   0.99994147  =   0.99993939
 AL8227!UTM  17      -   0.99999792  x   0.99973131  =   0.99972923
 AL8227
 AL8227:                Primary Azimuth Mark                     Grid Az
 AL8227:SPC FL W     -  10 92 B36                                267 41 28.2
 AL8227:UTM  17      -  10 92 B36                                268 09 40.4
 AL8227
 AL8227|---------------------------------------------------------------------|
 AL8227| PID    Reference Object                     Distance      Geod. Az  |
 AL8227|                                                           dddmmss.s |
 AL8227| AL8226 10 92 B36                           APPROX. 0.8 KM 2674004.6 |
 AL8227| AL8225 10 92 B35                           APPROX. 1.6 KM 2734120.8 |
 AL8227|---------------------------------------------------------------------|
 AL8227
 AL8227                          SUPERSEDED SURVEY CONTROL
 AL8227
 AL8227  NAD 83(1990)-  28 02 10.78446(N)    082 02 57.80351(W) AD(       ) 1
 AL8227  ELLIP H (07/07/94)   13.27   (m)                       GP(       ) 4 1
 AL8227  NAD 83(1990)-  28 02 10.78518(N)    082 02 57.80307(W) AD(       ) 2
 AL8227
 AL8227.Superseded values are not recommended for survey control.
 AL8227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8227.See file dsdata.txt to determine how the superseded data were derived.
 AL8227
 AL8227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9685301671(NAD 83)
 AL8227_MARKER: DD = SURVEY DISK
 AL8227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8227_SP_SET: CONCRETE POST
 AL8227_STAMPING: 10-92-B37
 AL8227_MARK LOGO: FLDT  
 AL8227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8227+STABILITY: SURFACE MOTION
 AL8227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8227+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8227
 AL8227  HISTORY     - Date     Condition        Report By
 AL8227  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8227  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 AL8227  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8227
 AL8227                          STATION DESCRIPTION
 AL8227
 AL8227'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8227'26 MI (41.8 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4, MI EAST OF
 AL8227'COUNTY LINE ROAD IN THE SOUTH RIGHT-OF-WAY OF S. FRONTAGE ROAD, 48.6
 AL8227'FT (14.8 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT AND 79.2 FT (24.1 M)
 AL8227'WEST OF THE WEST EDGE OF PAVEMENT OF A ASPHALT DRIVE ENTRANCE FOR
 AL8227'CARPENTER INSULATION CO., 26.6 FT (8.1 M) SOUTHWEST OF A POWERPOLE
 AL8227'AND 250 FT (76.2 M) NORTHWEST OF THE NORTHWEST CORNER OF CARPENTER
 AL8227'INSULATION CO. BUILDING. THE STATION IS SET 0.2 FT (0.1 M) BELOW
 AL8227'GROUND LEVEL. SECTION 19 TWP.28 S.RGE.23 E.
 AL8227
 AL8227                          STATION RECOVERY (2005)
 AL8227
 AL8227'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8227'AREA IS NOW A HOLDING POND FOR IRRIGATION WATER. STATION SHOULD BE
 AL8227'CONSIDERED LOST
 AL8227
 AL8227                          STATION RECOVERY (2006)
 AL8227
 AL8227'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8228 ***********************************************************************
 AL8228  DESIGNATION -  10 92 B38
 AL8228  PID         -  AL8228
 AL8228  STATE/COUNTY-  FL/POLK
 AL8228  USGS QUAD   -  PLANT CITY EAST (1993)
 AL8228
 AL8228                         *CURRENT SURVEY CONTROL
 AL8228  ___________________________________________________________________
 AL8228* NAD 83(1999)-  28 02 10.90606(N)    082 02 33.27771(W)     ADJUSTED  
 AL8228* NAVD 88     -        37.6    (meters)     123.     (feet)  GPS OBS   
 AL8228  ___________________________________________________________________
 AL8228  X           -     779,932.561 (meters)                     COMP
 AL8228  Y           -  -5,579,590.261 (meters)                     COMP
 AL8228  Z           -   2,980,068.204 (meters)                     COMP
 AL8228  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AL8228  ELLIP HEIGHT-          11.70  (meters)          (06/19/01) GPS OBS
 AL8228  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AL8228
 AL8228  HORZ ORDER  -  FIRST
 AL8228  ELLP ORDER  -  FOURTH    CLASS I
 AL8228
 AL8228.The horizontal coordinates were established by GPS observations
 AL8228.and adjusted by the National Geodetic Survey in June 2001..
 AL8228
 AL8228.The orthometric height was determined by GPS observations and a
 AL8228.high-resolution geoid model.
 AL8228
 AL8228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8228
 AL8228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8228
 AL8228.The ellipsoidal height was determined by GPS observations
 AL8228.and is referenced to NAD 83.
 AL8228
 AL8228.The geoid height was determined by GEOID03.
 AL8228
 AL8228;                    North         East     Units Scale Factor Converg.
 AL8228;SPC FL W     -   410,239.196   195,813.686   MT  0.99994139   -0 01 12.0
 AL8228;SPC FL W     - 1,345,926.43    642,432.07   sFT  0.99994139   -0 01 12.0
 AL8228;UTM  17      - 3,101,668.745   397,522.437   MT  0.99972961   -0 29 24.3
 AL8228
 AL8228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8228!SPC FL W     -   0.99999816  x   0.99994139  =   0.99993955
 AL8228!UTM  17      -   0.99999816  x   0.99972961  =   0.99972777
 AL8228
 AL8228:                Primary Azimuth Mark                     Grid Az
 AL8228:SPC FL W     -  10 92 B36                                268 35 16.9
 AL8228:UTM  17      -  10 92 B36                                269 03 29.2
 AL8228
 AL8228|---------------------------------------------------------------------|
 AL8228| PID    Reference Object                     Distance      Geod. Az  |
 AL8228|                                                           dddmmss.s |
 AL8228| AL8226 10 92 B36                           APPROX. 1.5 KM 2683404.9 |
 AL8228| AL8227 10 92 B37                           APPROX. 0.7 KM 2694107.0 |
 AL8228|---------------------------------------------------------------------|
 AL8228
 AL8228                          SUPERSEDED SURVEY CONTROL
 AL8228
 AL8228  NAD 83(1990)-  28 02 10.90457(N)    082 02 33.27688(W) AD(       ) 1
 AL8228  NAD 83(1990)-  28 02 10.90525(N)    082 02 33.27646(W) AD(       ) 2
 AL8228
 AL8228.Superseded values are not recommended for survey control.
 AL8228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8228.See file dsdata.txt to determine how the superseded data were derived.
 AL8228
 AL8228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9752201669(NAD 83)
 AL8228_MARKER: DD = SURVEY DISK
 AL8228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8228_SP_SET: CONCRETE POST
 AL8228_STAMPING: 10-92-B38
 AL8228_MARK LOGO: FLDT  
 AL8228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8228+STABILITY: SURFACE MOTION
 AL8228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8228+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8228
 AL8228  HISTORY     - Date     Condition        Report By
 AL8228  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8228  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8228  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8228
 AL8228                          STATION DESCRIPTION
 AL8228
 AL8228'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8228'26.4 MI (42.5 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4, FROM THE
 AL8228'INTERSECTION OF COUNTY LINE ROAD AND S. FRONTAGE ROAD 0.8 MI
 AL8228'(1.3 KM) SOUTHEAST ALONG S. FRONTAGE ROAD. THE STATION IS LOCATED IN
 AL8228'A PASTURE, 41.3 FT (12.6 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 16
 AL8228'FT (4.9 M) SOUTH OF A 3 FT. BARBWIRE FENCE, 67 FT (20.4 M) SOUTHWEST
 AL8228'OF A POWERPOLE NO.B1285340 CARVED IN POLE, 200 FT (61.0 M) EAST OF A
 AL8228'POWERPOLE, 120 FT (36.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF A
 AL8228'BILLBOARD FLORIDA SIGN PERMIT NO. BC723, 126.4 FT (38.5 M) EAST OF
 AL8228'THE NORTHWEST CORNER OF SAID BILLBOARD FLORIDA SIGN PERMIT NO. BC724
 AL8228'AND 745 FT (227.1 M) EAST OF THE EAST SIDE OF THE DISCOUNT AUTO PARTS
 AL8228'WAREHOUSE. SECTION 19 TWP.28 S.RGE.23 E.
 AL8228
 AL8228                          STATION RECOVERY (2005)
 AL8228
 AL8228'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8228'I-4 WIDENED AND ALSO MOVED THE FRONTAGE ROAD TO THE SOUTH AND REMOVED
 AL8228'THE BILLBOARD
 AL8228
 AL8228                          STATION RECOVERY (2006)
 AL8228
 AL8228'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3408 ***********************************************************************
 BG3408  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3408  DESIGNATION -  10 CMP USGS
 BG3408  PID         -  BG3408
 BG3408  STATE/COUNTY-  FL/ESCAMBIA
 BG3408  USGS QUAD   -  LILLIAN (1987)
 BG3408
 BG3408                         *CURRENT SURVEY CONTROL
 BG3408  ___________________________________________________________________
 BG3408* NAD 83(1986)-  30 24 07.     (N)    087 25 35.     (W)     SCALED    
 BG3408* NAVD 88     -         3.180  (meters)      10.43   (feet)  ADJUSTED  
 BG3408  ___________________________________________________________________
 BG3408  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BG3408  DYNAMIC HT  -           3.176 (meters)      10.42  (feet)  COMP
 BG3408  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BG3408
 BG3408  VERT ORDER  -  SECOND    CLASS I
 BG3408
 BG3408.The horizontal coordinates were scaled from a topographic map and have
 BG3408.an estimated accuracy of +/- 6 seconds.
 BG3408
 BG3408.The orthometric height was determined by differential leveling
 BG3408.and adjusted by the National Geodetic Survey in June 1991..
 BG3408
 BG3408.This Tidal Bench Mark is designated as VM 10330
 BG3408.by the Center for Operational Oceanographic Products and Services.
 BG3408
 BG3408.The geoid height was determined by GEOID03.
 BG3408
 BG3408.The dynamic height is computed by dividing the NAVD 88
 BG3408.geopotential number by the normal gravity value computed on the
 BG3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3408.degrees latitude (g = 980.6199 gals.).
 BG3408
 BG3408.The modeled gravity was interpolated from observed gravity values.
 BG3408
 BG3408;                    North         East    Units  Estimated Accuracy
 BG3408;SPC FL N     -   159,010.      318,830.      MT  (+/- 180 meters Scaled)
 BG3408
 BG3408                          SUPERSEDED SURVEY CONTROL
 BG3408
 BG3408.No superseded survey control is available for this station.
 BG3408
 BG3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU590634(NAD 83)
 BG3408_MARKER: DB = BENCH MARK DISK
 BG3408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3408_SP_SET: BRIDGE ABUTMENT
 BG3408_STAMPING: 10 CMP 1965
 BG3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3408
 BG3408  HISTORY     - Date     Condition        Report By
 BG3408  HISTORY     - 1965     MONUMENTED       USGS
 BG3408  HISTORY     - 1977     GOOD             FLDNR
 BG3408
 BG3408                          STATION DESCRIPTION
 BG3408
 BG3408'DESCRIBED BY FL DEPT OF NAT RES 1977
 BG3408'9.5 MI WEST FROM WEST PENSACOLA.
 BG3408'FROM THE INTERSECTION OF US 98 AND SR 295 NAVY BOULEVARD, PROCEED WEST
 BG3408'ON US 98 9.5 MILES TO EAST END OF LILLIAN BRIDGE. MARK BEARS 4 FEET
 BG3408'WEST OF EAST END OF ABUTMENT, 2 FEET WEST OF EAST END OF CURB ON THE
 BG3408'NORTH SIDE OF US 98, SET FLUSH IN TOP CENTER OF GUARD RAIL CURB OF
 BG3408'NORTHEAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0488 ***********************************************************************
 AS0488  DESIGNATION -  10 FLDT
 AS0488  PID         -  AS0488
 AS0488  STATE/COUNTY-  FL/FRANKLIN
 AS0488  USGS QUAD   -  GREEN POINT (1982)
 AS0488
 AS0488                         *CURRENT SURVEY CONTROL
 AS0488  ___________________________________________________________________
 AS0488* NAD 83(1986)-  29 45 16.     (N)    084 50 27.     (W)     SCALED    
 AS0488* NAVD 88     -         2.243  (meters)       7.36   (feet)  ADJUSTED  
 AS0488  ___________________________________________________________________
 AS0488  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0488  DYNAMIC HT  -           2.240 (meters)       7.35  (feet)  COMP
 AS0488  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 AS0488
 AS0488  VERT ORDER  -  SECOND    CLASS I
 AS0488
 AS0488.The horizontal coordinates were scaled from a topographic map and have
 AS0488.an estimated accuracy of +/- 6 seconds.
 AS0488
 AS0488.The orthometric height was determined by differential leveling
 AS0488.and adjusted by the National Geodetic Survey in June 1991..
 AS0488
 AS0488.The geoid height was determined by GEOID03.
 AS0488
 AS0488.The dynamic height is computed by dividing the NAVD 88
 AS0488.geopotential number by the normal gravity value computed on the
 AS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0488.degrees latitude (g = 980.6199 gals.).
 AS0488
 AS0488.The modeled gravity was interpolated from observed gravity values.
 AS0488
 AS0488;                    North         East    Units  Estimated Accuracy
 AS0488;SPC FL N     -    83,680.      567,030.      MT  (+/- 180 meters Scaled)
 AS0488
 AS0488                          SUPERSEDED SURVEY CONTROL
 AS0488
 AS0488.No superseded survey control is available for this station.
 AS0488
 AS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT087935(NAD 83)
 AS0488_MARKER: DB = BENCH MARK DISK
 AS0488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0488_SP_SET: CONCRETE HEADWALL
 AS0488_STAMPING: 10 8.01
 AS0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0488+STABILITY: SURFACE MOTION
 AS0488
 AS0488  HISTORY     - Date     Condition        Report By
 AS0488  HISTORY     - 1979     MONUMENTED       FLDT
 AS0488  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0488  HISTORY     - 19971114 GOOD             USPSQD
 AS0488
 AS0488                          STATION DESCRIPTION
 AS0488
 AS0488'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0488'2.7 MI NE FROM EASTPOINT.
 AS0488'FROM THE POST OFFICE AT EASTPOINT, GO 2.7 MILES NORTHEAST ALONG U. S.
 AS0488'HIGHWAYS 98 AND 319, ABOUT 0.5 MILE SOUTHWEST OF JUNCTION OF STATE
 AS0488'HIGHWAY 65 AND U. S. HIGHWAY 98. IT IS SET IN THE TOP OF A CONCRETE
 AS0488'HEADWALL FOR TWIN BOX CULVERTS, 59.5 FEET EAST OF A TELEPHONE POLE, 29
 AS0488'FEET NORTH OF THE CENTER OF U. S. HIGHWAY 98, 12 FEET WEST OF EAST END
 AS0488'OF CONCRETE HEADWALL AND 4.6 FEET NORTH OF A METAL GUARDRAIL.
 AS0488
 AS0488                          STATION RECOVERY (1986)
 AS0488
 AS0488'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0488'MARK NOT FOUND.
 AS0488
 AS0488                          STATION RECOVERY (1997)
 AS0488
 AS0488'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0807 ***********************************************************************
 AQ0807  DESIGNATION -  10 JAS
 AQ0807  PID         -  AQ0807
 AQ0807  STATE/COUNTY-  FL/LAKE
 AQ0807  USGS QUAD   -  FARLES LAKE (1994)
 AQ0807
 AQ0807                         *CURRENT SURVEY CONTROL
 AQ0807  ___________________________________________________________________
 AQ0807* NAD 83(1986)-  29 02 51.     (N)    081 38 17.     (W)     SCALED    
 AQ0807* NAVD 88     -        19.474  (meters)      63.89   (feet)  ADJUSTED  
 AQ0807  ___________________________________________________________________
 AQ0807  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AQ0807  DYNAMIC HT  -          19.446 (meters)      63.80  (feet)  COMP
 AQ0807  MODELED GRAV-     979,224.8   (mgal)                       NAVD 88
 AQ0807
 AQ0807  VERT ORDER  -  FIRST     CLASS II
 AQ0807
 AQ0807.The horizontal coordinates were scaled from a topographic map and have
 AQ0807.an estimated accuracy of +/- 6 seconds.
 AQ0807
 AQ0807.The orthometric height was determined by differential leveling
 AQ0807.and adjusted by the National Geodetic Survey in June 1991..
 AQ0807
 AQ0807.The geoid height was determined by GEOID03.
 AQ0807
 AQ0807.The dynamic height is computed by dividing the NAVD 88
 AQ0807.geopotential number by the normal gravity value computed on the
 AQ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0807.degrees latitude (g = 980.6199 gals.).
 AQ0807
 AQ0807.The modeled gravity was interpolated from observed gravity values.
 AQ0807
 AQ0807;                    North         East    Units  Estimated Accuracy
 AQ0807;SPC FL E     -   522,460.      137,860.      MT  (+/- 180 meters Scaled)
 AQ0807
 AQ0807                          SUPERSEDED SURVEY CONTROL
 AQ0807
 AQ0807  NGVD 29 (??/??/92)   19.797  (m)           64.95   (f) ADJ UNCH    1 2
 AQ0807
 AQ0807.Superseded values are not recommended for survey control.
 AQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0807.See file dsdata.txt to determine how the superseded data were derived.
 AQ0807
 AQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN378134(NAD 83)
 AQ0807_MARKER: DD = SURVEY DISK
 AQ0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0807_SP_SET: CULVERT
 AQ0807_STAMPING: 10 JAS 1966 65
 AQ0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0807
 AQ0807  HISTORY     - Date     Condition        Report By
 AQ0807  HISTORY     - 1966     MONUMENTED       USGS
 AQ0807  HISTORY     - 1968     GOOD             NGS
 AQ0807  HISTORY     - 19910303 GOOD             USPSQD
 AQ0807
 AQ0807                          STATION DESCRIPTION
 AQ0807
 AQ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0807'5.6 MI N FROM ALTOONA.
 AQ0807'ABOUT 5.55 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0807'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, ABOUT 0.55 MILE
 AQ0807'NORTH OF THE JUNCTION OF STATE HIGHWAY S 445, SET IN THE TOP OF
 AQ0807'THE NORTH END OF THE EAST 20-FOOT LONG CONCRETE HEAD WALL FOR
 AQ0807'A DOUBLE CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 18 FEET EAST
 AQ0807'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 AQ0807'HIGHWAY.
 AQ0807
 AQ0807                          STATION RECOVERY (1991)
 AQ0807
 AQ0807'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0241 ***********************************************************************
 BC0241  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0241  DESIGNATION -  10 JWM
 BC0241  PID         -  BC0241
 BC0241  STATE/COUNTY-  FL/DUVAL
 BC0241  USGS QUAD   -  TROUT RIVER (1992)
 BC0241
 BC0241                         *CURRENT SURVEY CONTROL
 BC0241  ___________________________________________________________________
 BC0241* NAD 83(1986)-  30 27 48.     (N)    081 38 02.     (W)     SCALED    
 BC0241* NAVD 88     -         9.403  (meters)      30.85   (feet)  ADJUSTED  
 BC0241  ___________________________________________________________________
 BC0241  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BC0241  DYNAMIC HT  -           9.391 (meters)      30.81  (feet)  COMP
 BC0241  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 BC0241
 BC0241  VERT ORDER  -  SECOND    CLASS I
 BC0241
 BC0241.The horizontal coordinates were scaled from a topographic map and have
 BC0241.an estimated accuracy of +/- 6 seconds.
 BC0241
 BC0241.The orthometric height was determined by differential leveling
 BC0241.and adjusted by the National Geodetic Survey in May 2004..
 BC0241
 BC0241.This Tidal Bench Mark is designated as VM 5067
 BC0241.by the Center for Operational Oceanographic Products and Services.
 BC0241
 BC0241.The geoid height was determined by GEOID03.
 BC0241
 BC0241.The dynamic height is computed by dividing the NAVD 88
 BC0241.geopotential number by the normal gravity value computed on the
 BC0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0241.degrees latitude (g = 980.6199 gals.).
 BC0241
 BC0241.The modeled gravity was interpolated from observed gravity values.
 BC0241
 BC0241;                    North         East    Units  Estimated Accuracy
 BC0241;SPC FL E     -   679,400.      139,130.      MT  (+/- 180 meters Scaled)
 BC0241
 BC0241                          SUPERSEDED SURVEY CONTROL
 BC0241
 BC0241  NAVD 88 (06/15/91)    9.401  (m)           30.84   (f) UNKNOWN     1 2
 BC0241  NGVD 29 (09/01/92)    9.721  (m)           31.89   (f) ADJUSTED    1 2
 BC0241
 BC0241.Superseded values are not recommended for survey control.
 BC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0241.See file dsdata.txt to determine how the superseded data were derived.
 BC0241
 BC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391702(NAD 83)
 BC0241_MARKER: DB = BENCH MARK DISK
 BC0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0241_SP_SET: HEADWALL
 BC0241_STAMPING: 10 JWM 1948 32
 BC0241_MARK LOGO: USGS  
 BC0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0241+STABILITY: SURFACE MOTION
 BC0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0241+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC0241
 BC0241  HISTORY     - Date     Condition        Report By
 BC0241  HISTORY     - 1948     MONUMENTED       USGS
 BC0241  HISTORY     - 1954     GOOD             NGS
 BC0241  HISTORY     - 1975     GOOD             NGS
 BC0241  HISTORY     - 1977     GOOD             FLDNR
 BC0241  HISTORY     - 1977     GOOD             FLDNR
 BC0241  HISTORY     - 1984     GOOD             NGS
 BC0241  HISTORY     - 19880202 GOOD             FLDNR
 BC0241  HISTORY     - 19910424 GOOD             NGS
 BC0241  HISTORY     - 20040605 GOOD             FLDEP
 BC0241
 BC0241                          STATION DESCRIPTION
 BC0241
 BC0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0241'AT OCEANWAY.
 BC0241'AT OCEANWAY, ABOUT 0.3 MILE SOUTH ALONG THE SEABOARD AIR LINE
 BC0241'RAILWAY FROM THE SCHOOL, ABOUT 0.1 MILE SOUTH OF MILE POST 624,
 BC0241'IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 24-INCH
 BC0241'PIPE CULVERT UNDER U.S. HIGHWAY 17, 51 FEET EAST OF EAST RAIL,
 BC0241'28 FEET WEST OF CENTER LINE OF HIGHWAY, 41 FEET NORTHWEST OF
 BC0241'CENTER OF JUNCTION OF HIGHWAY AND ALABAMA AVENUE AND ABOUT 4
 BC0241'FEET BELOW LEVEL OF TRACK.
 BC0241
 BC0241                          STATION RECOVERY (1975)
 BC0241
 BC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (1977)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (1977)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (1984)
 BC0241
 BC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BC0241'MARK IS NOW 0.05 MILE (0.08 KM) WEST-NORTHWEST OF THE OCEAN WAY POST
 BC0241'OFFICE.
 BC0241
 BC0241                          STATION RECOVERY (1988)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH)
 BC0241'RECOVERED AS DESCRIBED.
 BC0241
 BC0241                          STATION RECOVERY (1991)
 BC0241
 BC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0241'12.1 KM (7.5 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC0241'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE, IN
 BC0241'TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 BC0241'HEADWALL OF A PIPE CULVERT, 9.2 M (30.2 FT) WEST OF THE HIGHWAY
 BC0241'CENTERLINE, 8.9 M (29.2 FT) NORTH OF THE EXTENDED CENTER OF ALABAMA
 BC0241'AVENUE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BC0241
 BC0241                          STATION RECOVERY (2004)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241' 
 BC0241'THE MARK IS IN SECTION 37, TOWNSHIP 1 NORTH, RANGE 27 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0300 ***********************************************************************
 AF0300  DESIGNATION -  10 KS PIER 1
 AF0300  PID         -  AF0300
 AF0300  STATE/COUNTY-  FL/BREVARD
 AF0300  USGS QUAD   -  GRANT (1970)
 AF0300
 AF0300                         *CURRENT SURVEY CONTROL
 AF0300  ___________________________________________________________________
 AF0300* NAD 83(1990)-  27 55 50.81084(N)    080 32 56.41514(W)     ADJUSTED  
 AF0300* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 AF0300  ___________________________________________________________________
 AF0300  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AF0300  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF0300
 AF0300  HORZ ORDER  -  SECOND
 AF0300  VERT ORDER  -  THIRD ? (See Below)
 AF0300
 AF0300.The horizontal coordinates were established by classical geodetic methods
 AF0300.and adjusted by the National Geodetic Survey in May 1991..
 AF0300
 AF0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0300.The vertical order pertains to the NGVD 29 superseded value.
 AF0300
 AF0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0300
 AF0300.The geoid height was determined by GEOID03.
 AF0300
 AF0300;                    North         East     Units Scale Factor Converg.
 AF0300;SPC FL E     -   398,620.468   244,386.751   MT  0.99996548   +0 12 40.5
 AF0300;SPC FL E     - 1,307,807.32    801,792.20   sFT  0.99996548   +0 12 40.5
 AF0300;UTM  17      - 3,089,616.442   544,371.606   MT  0.99962430   +0 12 40.5
 AF0300
 AF0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0300!SPC FL E     -   1.00000312  x   0.99996548  =   0.99996860
 AF0300!UTM  17      -   1.00000312  x   0.99962430  =   0.99962742
 AF0300
 AF0300|---------------------------------------------------------------------|
 AF0300| PID    Reference Object                     Distance      Geod. Az  |
 AF0300|                                                           dddmmss.s |
 AF0300| AF0297 10KS PIER 2 1962                     70.712 METERS 11708     |
 AF0300| AF0298 10 KS PIER 3                        100.000 METERS 16208     |
 AF0300| AF0299 10K SOUTH PMSS BM 1962               49.999 METERS 16208     |
 AF0300| AF0301 10KS PIER 4 1962                     70.710 METERS 20708     |
 AF0300| AF0308 CENTRAL PMSS BM 1962                APPROX. 3.0 KM 3420758.3 |
 AF0300|---------------------------------------------------------------------|
 AF0300
 AF0300                          SUPERSEDED SURVEY CONTROL
 AF0300
 AF0300  NAD 83(1986)-  27 55 50.81589(N)    080 32 56.43040(W) AD(       ) 2
 AF0300  NAD 27      -  27 55 49.73974(N)    080 32 57.23779(W) AD(       ) 2
 AF0300  NGVD 29 (07/19/86)    8.55   (m)           28.1    (f) LEVELING    3  
 AF0300
 AF0300.Superseded values are not recommended for survey control.
 AF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0300.See file dsdata.txt to determine how the superseded data were derived.
 AF0300
 AF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4437289616(NAD 83)
 AF0300_MARKER: Z = SEE DESCRIPTION
 AF0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0300_SP_SET: CONCRETE-FILLED STEEL PIPE/PIER
 AF0300_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0300
 AF0300  HISTORY     - Date     Condition        Report By
 AF0300  HISTORY     - 1962     MONUMENTED       CGS
 AF0300
 AF0300                          STATION DESCRIPTION
 AF0300
 AF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0300'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES SOUTH OF THE
 AF0300'VALKARIA AIRPORT AND IN AN ANTENNA BUILDING ABOUT 2 MILES SOUTH OF
 AF0300'THE MISTRAM CENTRAL CONTROL BUILDING.  THE MARK IS A ROUND CONCRETE
 AF0300'PIER THAT PROJECTS ABOUT 3 FEET AND AN ADJUSTABLE TRIBRACH BOLTED
 AF0300'ATOP THE PIER WITH A K AND E GLASS TARGET MOUNTED IN THE CENTER
 AF0300'THAT MARKS THE STATION.
 AF0300'
 AF0300'THEODOLITE PIERS 1, 2, 3, AND 4 WERE SET APPROXIMATELY 50 METERS
 AF0300'FROM THE 10 KS PIER, PIERS 1 AND 3 WERE SET ON THE SOUTH BASELINE
 AF0300'AND PIERS 2 AND 4 ARE IN OPPOSITE DIRECTIONS.  THE PIERS ARE A 12
 AF0300'INCH STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY
 AF0300'25 FEET AND FILLED WITH CONCRETE, A SMALL BUILDING HAS BEEN BUILT
 AF0300'OVER EACH PIER.  THE PIERS PROJECT APPROXIMATELY 5 FEET ABOVE
 AF0300'THE SURFACE AND ARE INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED
 AF0300'A-TOP OF EACH PIER AND A K AND E GLASS TARGET MOUNTED IN THE
 AF0300'CENTER OF EACH TRIBRACH THAT MARKS THE STATIONS.  A TRAVERSE
 AF0300'CONNECTION WAS MADE TO THE PIERS AS SHOWN.
 AF0300'
 AF0300'HEIGHT OF LIGHT ABOVE STATION MARK 0.91 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0298 ***********************************************************************
 AF0298  DESIGNATION -  10 KS PIER 3
 AF0298  PID         -  AF0298
 AF0298  STATE/COUNTY-  FL/BREVARD
 AF0298  USGS QUAD   -  GRANT (1970)
 AF0298
 AF0298                         *CURRENT SURVEY CONTROL
 AF0298  ___________________________________________________________________
 AF0298* NAD 83(1990)-  27 55 47.71897(N)    080 32 55.29294(W)     ADJUSTED  
 AF0298* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 AF0298  ___________________________________________________________________
 AF0298  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AF0298  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF0298
 AF0298  HORZ ORDER  -  SECOND
 AF0298  VERT ORDER  -  THIRD ? (See Below)
 AF0298
 AF0298.The horizontal coordinates were established by classical geodetic methods
 AF0298.and adjusted by the National Geodetic Survey in May 1991..
 AF0298
 AF0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0298.The vertical order pertains to the NGVD 29 superseded value.
 AF0298
 AF0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0298
 AF0298.The geoid height was determined by GEOID03.
 AF0298
 AF0298;                    North         East     Units Scale Factor Converg.
 AF0298;SPC FL E     -   398,525.409   244,417.782   MT  0.99996552   +0 12 41.0
 AF0298;SPC FL E     - 1,307,495.45    801,894.01   sFT  0.99996552   +0 12 41.0
 AF0298;UTM  17      - 3,089,521.415   544,402.627   MT  0.99962433   +0 12 41.0
 AF0298
 AF0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0298!SPC FL E     -   1.00000312  x   0.99996552  =   0.99996864
 AF0298!UTM  17      -   1.00000312  x   0.99962433  =   0.99962745
 AF0298
 AF0298|---------------------------------------------------------------------|
 AF0298| PID    Reference Object                     Distance      Geod. Az  |
 AF0298|                                                           dddmmss.s |
 AF0298| AF0297 10KS PIER 2 1962                     70.714 METERS 02708     |
 AF0298| AF0301 10KS PIER 4 1962                     70.710 METERS 29708     |
 AF0298| AF0308 CENTRAL PMSS BM 1962                APPROX. 3.1 KM 3420758.8 |
 AF0298| AF0299 10K SOUTH PMSS BM 1962               50.000 METERS 34208     |
 AF0298| AF0300 10 KS PIER 1                        100.000 METERS 34208     |
 AF0298|---------------------------------------------------------------------|
 AF0298
 AF0298                          SUPERSEDED SURVEY CONTROL
 AF0298
 AF0298  NAD 83(1986)-  27 55 47.72400(N)    080 32 55.30819(W) AD(       ) 2
 AF0298  NAD 27      -  27 55 46.64778(N)    080 32 56.11560(W) AD(       ) 2
 AF0298  NGVD 29 (07/19/86)    8.55   (m)           28.1    (f) LEVELING    3  
 AF0298
 AF0298.Superseded values are not recommended for survey control.
 AF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0298.See file dsdata.txt to determine how the superseded data were derived.
 AF0298
 AF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4440389521(NAD 83)
 AF0298_MARKER: Z = SEE DESCRIPTION
 AF0298_SETTING: 0 = UNSPECIFIED SETTING
 AF0298
 AF0298  HISTORY     - Date     Condition        Report By
 AF0298  HISTORY     - 1962     MONUMENTED       CGS
 AF0298
 AF0298                          STATION DESCRIPTION
 AF0298
 AF0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0298'SEE STATION 10 K SOUTH PMSS BM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8131 ***********************************************************************
 AA8131  DESIGNATION -  10 RJN
 AA8131  PID         -  AA8131
 AA8131  STATE/COUNTY-  FL/PUTNAM
 AA8131  USGS QUAD   -  SATSUMA (1980)
 AA8131
 AA8131                         *CURRENT SURVEY CONTROL
 AA8131  ___________________________________________________________________
 AA8131* NAD 83(1999)-  29 33 45.82322(N)    081 43 47.85214(W)     ADJUSTED  
 AA8131* NAVD 88     -         7.684  (meters)      25.21   (feet)  ADJUSTED  
 AA8131  ___________________________________________________________________
 AA8131  X           -     798,638.014 (meters)                     COMP
 AA8131  Y           -  -5,494,575.989 (meters)                     COMP
 AA8131  Z           -   3,128,294.363 (meters)                     COMP
 AA8131  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AA8131  ELLIP HEIGHT-         -20.66  (meters)          (06/19/01) GPS OBS
 AA8131  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA8131  DYNAMIC HT  -           7.673 (meters)      25.17  (feet)  COMP
 AA8131  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 AA8131
 AA8131  HORZ ORDER  -  FIRST
 AA8131  VERT ORDER  -  SECOND    CLASS I
 AA8131  ELLP ORDER  -  FOURTH    CLASS I
 AA8131
 AA8131.The horizontal coordinates were established by GPS observations
 AA8131.and adjusted by the National Geodetic Survey in June 2001..
 AA8131
 AA8131.The orthometric height was determined by differential leveling
 AA8131.and adjusted by the National Geodetic Survey in September 1997..
 AA8131
 AA8131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8131
 AA8131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8131
 AA8131.The ellipsoidal height was determined by GPS observations
 AA8131.and is referenced to NAD 83.
 AA8131
 AA8131.The geoid height was determined by GEOID03.
 AA8131
 AA8131.The dynamic height is computed by dividing the NAVD 88
 AA8131.geopotential number by the normal gravity value computed on the
 AA8131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8131.degrees latitude (g = 980.6199 gals.).
 AA8131
 AA8131.The modeled gravity was interpolated from observed gravity values.
 AA8131
 AA8131;                    North         East     Units Scale Factor Converg.
 AA8131;SPC FL E     -   579,621.776   129,265.429   MT  1.00000289   -0 21 36.6
 AA8131;SPC FL E     - 1,901,642.44    424,098.33   sFT  1.00000289   -0 21 36.6
 AA8131;UTM  17      - 3,270,555.993   429,289.563   MT  0.99966169   -0 21 36.6
 AA8131
 AA8131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8131!SPC FL E     -   1.00000324  x   1.00000289  =   1.00000613
 AA8131!UTM  17      -   1.00000324  x   0.99966169  =   0.99966493
 AA8131
 AA8131                          SUPERSEDED SURVEY CONTROL
 AA8131
 AA8131  NAD 83(1990)-  29 33 45.82165(N)    081 43 47.85197(W) AD(       ) 1
 AA8131  ELLIP H (09/22/95)  -20.71   (m)                       GP(       ) 3 2
 AA8131
 AA8131.Superseded values are not recommended for survey control.
 AA8131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8131.See file dsdata.txt to determine how the superseded data were derived.
 AA8131
 AA8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2929070556(NAD 83)
 AA8131_MARKER: DB = BENCH MARK DISK
 AA8131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA8131_SP_SET: CULVERT HEADWALL
 AA8131_STAMPING: 10 RJN 1967 26
 AA8131_MARK LOGO: USGS  
 AA8131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8131+STABILITY: SURFACE MOTION
 AA8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8131+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 AA8131
 AA8131  HISTORY     - Date     Condition        Report By
 AA8131  HISTORY     - 1967     MONUMENTED       USGS
 AA8131  HISTORY     - 19950227 GOOD             KEISCH
 AA8131  HISTORY     - 19960807 GOOD             FLDEP
 AA8131
 AA8131                          STATION DESCRIPTION
 AA8131
 AA8131'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AA8131'THE STATION IS ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF PALATKA IN THE
 AA8131'SOUTHEAST RIGHT-OF-WAY OF STATE ROAD 19 IN SECTION 6, TOWNSHIP 11
 AA8131'SOUTH, RANGE 26 EAST. TO REACH THE STATION FROM THE INTERSECTION OF
 AA8131'STATE ROAD 100 AND STATE ROAD 19 IN PALATKA, GO SOUTHWEST ON STATE
 AA8131'ROAD 19 FOR 7.3 MI (11.7 KM) TO THE STATION ON THE LEFT, A U.S.
 AA8131'GEOLOGICAL DISK SET IN THE TOP OF A CONCRETE HEADWALL. LOCATED 17.0 FT
 AA8131'(5.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVMENT, 1.0 FT (0.3 M)
 AA8131'NORTHWEST OF A CARSONITE WITNESS POST AND 0.5 FT (0.2 M) (15.2 CM)
 AA8131'WEST OF A CARSONITE WITNESS POST. SET NAIL AND DISC (KEITH AND SCHNARS
 AA8131'PA) AT THE EDGE OF THE PAVEMENT, WITH A MAGNETIC AZIMUTH OF 321
 AA8131'DEGREES AT 17.10 FT (5.21 M), SET NAIL AND DISC (KEITH AND SCHNARS PA)
 AA8131'AT THE EDGE OF THE PAVEMENT, WITH A MAGNETIC AZIMUTH OF 17 DEGREES AT
 AA8131'33.52 FT (10.22 M), SET X-CUT IN THE TOP OF THE CONCRETE HEADWALL,
 AA8131'WITH A MAGNETIC AZIMUTH OF 225 DEGREES AT 12.29 FT (3.75 M).
 AA8131
 AA8131                          STATION RECOVERY (1996)
 AA8131
 AA8131'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AA8131'THE MARK IS ABOUT 14.2 MI (22.9 KM) NORTH OF SALT SPRINGS, 10.2
 AA8131'SOUTHWEST OF PALATKA IN SECTION 37, TOWNSHIP 11 SOUTH, RANGE 26 EAST.
 AA8131'TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY 17
 AA8131'(REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AA8131'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AA8131'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORHTWEST FOR
 AA8131'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AA8131'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 7.95 MI (12.79 KM) TO THE
 AA8131'MARK ON THE LEFT, SET IN THE CONCRETE CULVERT HEADWALL ABOUT 1.0 FT
 AA8131'(0.3 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 29.0 FT (8.8 M)
 AA8131'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 24.2 FT (7.4
 AA8131'M) NORTHWEST OF AN OLD BARBED WIRE FENCE LINE, 13.6 FT (4.1 M)
 AA8131'NORTHWEST OF THE SOUTH END OF THE CULVERT HEADWALL AND 0.6 FT (18.3
 AA8131'CM) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6854 ***********************************************************************
 AG6854  DESIGNATION -  10 ST PETERSBURG
 AG6854  PID         -  AG6854
 AG6854  STATE/COUNTY-  FL/PINELLAS
 AG6854  USGS QUAD   -  PORT TAMPA (1983)
 AG6854
 AG6854                         *CURRENT SURVEY CONTROL
 AG6854  ___________________________________________________________________
 AG6854* NAD 83(1986)-  27 47 49.     (N)    082 37 15.     (W)     SCALED    
 AG6854* NAVD 88     -         1.055  (meters)       3.46   (feet)  ADJUSTED  
 AG6854  ___________________________________________________________________
 AG6854  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AG6854  DYNAMIC HT  -           1.053 (meters)       3.45  (feet)  COMP
 AG6854  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AG6854
 AG6854  VERT ORDER  -  SECOND    CLASS II
 AG6854
 AG6854.The horizontal coordinates were scaled from a topographic map and have
 AG6854.an estimated accuracy of +/- 6 seconds.
 AG6854
 AG6854.The orthometric height was determined by differential leveling
 AG6854.and adjusted by the National Geodetic Survey in June 1991..
 AG6854
 AG6854.The geoid height was determined by GEOID03.
 AG6854
 AG6854.The dynamic height is computed by dividing the NAVD 88
 AG6854.geopotential number by the normal gravity value computed on the
 AG6854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6854.degrees latitude (g = 980.6199 gals.).
 AG6854
 AG6854.The modeled gravity was interpolated from observed gravity values.
 AG6854
 AG6854;                    North         East    Units  Estimated Accuracy
 AG6854;SPC FL W     -   383,860.      138,820.      MT  (+/- 180 meters Scaled)
 AG6854
 AG6854                          SUPERSEDED SURVEY CONTROL
 AG6854
 AG6854  NGVD 29 (??/??/92)    1.319  (m)            4.33   (f) ADJ UNCH    2 2
 AG6854
 AG6854.Superseded values are not recommended for survey control.
 AG6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6854.See file dsdata.txt to determine how the superseded data were derived.
 AG6854
 AG6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL403757(NAD 83)
 AG6854_MARKER: DD = SURVEY DISK
 AG6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6854+STABILITY: SURFACE MOTION
 AG6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6854+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG6854
 AG6854  HISTORY     - Date     Condition        Report By
 AG6854  HISTORY     - UNK      MONUMENTED       FL2730
 AG6854  HISTORY     - 1975     GOOD             FLDT
 AG6854  HISTORY     - 19980413 GOOD             USPSQD
 AG6854  HISTORY     - 20031030 GOOD             USPSQD
 AG6854
 AG6854                          STATION DESCRIPTION
 AG6854
 AG6854'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6854'AT ST PETERSBURG.
 AG6854'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD.  (S.R.
 AG6854'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET
 AG6854'N. FOR 5.10 MILE TO THE INTERSECTION OF 22ND AVE. N., TURN LEFT
 AG6854'ON 22ND AVE. N. AND RUN EASTERLY FOR 0.65 MILE TO THE T JUNCTION
 AG6854'OF COFFEE POT BLVD., TURN RIGHT AND RUN SOUTHERLY FOR 0.1 MILE TO
 AG6854'THE INTERSECTION OF 21ST AVE. N. (SNELL ISLE BLVD.), TURN LEFT
 AG6854'ON SNELL ISLE BLVD. AND RUN EASTERLY FOR 0.5 MILE.  STATION ON
 AG6854'LEFT, AT THE NE END OF TRAFFIC ISLAND (IN FRONT OF THE SUNSET
 AG6854'COUNTRY CLUB), 72.5 FT. NW OF THE CENTERLINE OF THE NE BOUND LANE
 AG6854'OF SNELL ISLE BLVD., 38.0 FT. SW OF THE CENTERLINE OF SNELL
 AG6854'ISLE BLVD., 78.5 FT. SE OF THE CENTERLINE OF THE SW BOUND LANE
 AG6854'OF SNELL ISLE BLVD., 91.1 FT. SOUTH OF A LIGHT POLE, NUMBER 1-7366,
 AG6854'15.7 FT. SW OF THE BACK OF THE CURB, 8.1 FT. EAST OF AN 8 INCH
 AG6854'PALM TREE.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG6854'GROUND.  SECTION 8, T 31S, R 17E
 AG6854
 AG6854                          STATION RECOVERY (1998)
 AG6854
 AG6854'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6854'RECOVERED IN GOOD CONDITION.
 AG6854
 AG6854                          STATION RECOVERY (2003)
 AG6854
 AG6854'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG6854'CHANGE DESCRIPTION TO READ-  ...78.5 FT SE OF THE CENTERLINE OF THE SW
 AG6854'BOUND LANE OF SNELL ISLE BLVD,4.5 FT SW OF THE BACK OF CURB, 0.3 FT NW
 AG6854'OF THE SE EDGE OF THE SIDEWALK.  SET IN TOP OF A CONCRETE POST THAT IS
 AG6854'FLUSH WITH THE SIDEWALK. ...
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5337 ***********************************************************************
 DG5337  DESIGNATION -  100 JAS RESET
 DG5337  PID         -  DG5337
 DG5337  STATE/COUNTY-  FL/MARION
 DG5337  USGS QUAD   -  LAKE KERR (1994)
 DG5337
 DG5337                         *CURRENT SURVEY CONTROL
 DG5337  ___________________________________________________________________
 DG5337* NAD 83(1986)-  29 19 36.     (N)    081 46 26.     (W)     SCALED    
 DG5337* NAVD 88     -        27.385  (meters)      89.85   (feet)  ADJUSTED  
 DG5337  ___________________________________________________________________
 DG5337  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DG5337  DYNAMIC HT  -          27.347 (meters)      89.72  (feet)  COMP
 DG5337  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 DG5337
 DG5337  VERT ORDER  -  SECOND    CLASS I
 DG5337
 DG5337.The horizontal coordinates were scaled from a topographic map and have
 DG5337.an estimated accuracy of +/- 6 seconds.
 DG5337
 DG5337.The orthometric height was determined by differential leveling
 DG5337.and adjusted by the National Geodetic Survey in August 2004..
 DG5337
 DG5337.Photographs are available for this station.
 DG5337
 DG5337.The geoid height was determined by GEOID03.
 DG5337
 DG5337.The dynamic height is computed by dividing the NAVD 88
 DG5337.geopotential number by the normal gravity value computed on the
 DG5337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5337.degrees latitude (g = 980.6199 gals.).
 DG5337
 DG5337.The modeled gravity was interpolated from observed gravity values.
 DG5337
 DG5337;                    North         East    Units  Estimated Accuracy
 DG5337;SPC FL W     -   553,260.      221,960.      MT  (+/- 180 meters Scaled)
 DG5337
 DG5337                          SUPERSEDED SURVEY CONTROL
 DG5337
 DG5337.No superseded survey control is available for this station.
 DG5337
 DG5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN248444(NAD 83)
 DG5337_MARKER: DD = SURVEY DISK
 DG5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5337_STAMPING: 100 JAS 1966 RESET 1982
 DG5337_MARK LOGO: USGS  
 DG5337_PROJECTION: PROJECTING 5 CENTIMETERS
 DG5337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5337+STABILITY: SURFACE MOTION
 DG5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5337+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG5337
 DG5337  HISTORY     - Date     Condition        Report By
 DG5337  HISTORY     - 1982     MONUMENTED       USGS
 DG5337  HISTORY     - 20000429 GOOD             FLDEP
 DG5337  HISTORY     - 20030624 GOOD             FLDEP
 DG5337
 DG5337                          STATION DESCRIPTION
 DG5337
 DG5337'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5337'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF SALT SPRINGS, 19.4 MI
 DG5337'(31.2 KM) NORTHEAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION
 DG5337'34, TOWNSHIP 13 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE
 DG5337'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 DG5337'SALT SPRINGS, GO SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE
 DG5337'JUNCTION OF COUNTY ROAD 314 (NE HWY 314) ON THE RIGHT, BEAR RIGHT ON
 DG5337'COUNTY ROAD 314 AND GO SOUTHWEST FOR 2.75 MI (4.43 KM) TO THE JUNCTION
 DG5337'OF NORTHEAST 231 AVENUE ROAD AND THE MARK ON THE LEFT, SET IN THE TOP
 DG5337'OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE POST
 DG5337'FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF COUNTY
 DG5337'ROAD 314. LOCATED 65.0 FT (19.8 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DG5337'OF COUNTY ROAD 314, 55.3 FT (16.9 M) WEST OF THE APPROXIMATE
 DG5337'CENTERLINE OF NORTHEAST 213 AVENUE, 26.5 SOUTH OF A POWER POLE WITH 4
 DG5337'GUY WIRES ATTACHED AND 0.8 FT (24.4 CM) NORTHEAST OF A METAL WITNESS
 DG5337'POST.
 DG5337
 DG5337                          STATION RECOVERY (2003)
 DG5337
 DG5337'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 DG5337'THE MARK IS ABOUT 10.0 MI SOUTHEAST OF FORT MC COY, 3.7 MI
 DG5337'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 34, TOWNSHIP 13 SOUTH,
 DG5337'RANGE 25 EAST.
 DG5337' 
 DG5337'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG5337'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO SOUTH ON
 DG5337'STATE HIGHWAY 19 FOR 0.95 MI  TO THE JUNCTION OF COUNTY ROAD 314 ON
 DG5337'THE RIGHT, BEAR RIGHT ON COUNTY ROAD 314 AND GO  SOUTH-SOUTHWEST FOR
 DG5337'2.7 MI TO THE JUNCTION OF NORTHEAST 230 AVENUE (FOREST ROAD 88,
 DG5337'NORTHEAST 203RD AVENUE ROAD) ON THE RIGHT AND NORTHEAST 231 AVENUE
 DG5337'(FOREST ROAD 88)  ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP
 DG5337'OF AN 8-INCH SQUARE CONCRETE  MONUMENT PROJECTING 0.2 FT ABOVE THE
 DG5337'LEVEL OF THE GROUND AND ABOUT LEVEL WITH  NORTHEAST 230 AVENUE (FOREST
 DG5337'ROAD 88).
 DG5337' 
 DG5337'LOCATED 65.5 FT SOUTH OF THE CENTERLINE OF COUNTY ROAD 314, 54.7 FT
 DG5337'WEST OF NORTHEAST  231 AVENUE, 26.3 FT SOUTHWEST OF A POWER POLE WITH
 DG5337'6 GUY WIRES ATTACHED AND 1.0 FT  NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0085 ***********************************************************************
 AF0085  DESIGNATION -  100 KS PIER 2
 AF0085  PID         -  AF0085
 AF0085  STATE/COUNTY-  FL/INDIAN RIVER
 AF0085  USGS QUAD   -  VERO BEACH (1983)
 AF0085
 AF0085                         *CURRENT SURVEY CONTROL
 AF0085  ___________________________________________________________________
 AF0085* NAD 83(1990)-  27 41 21.56310(N)    080 29 21.92939(W)     ADJUSTED  
 AF0085* NAVD 88     -         7.01   (+/-2cm)      23.0    (feet)  VERTCON   
 AF0085  ___________________________________________________________________
 AF0085  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AF0085  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF0085
 AF0085  HORZ ORDER  -  SECOND
 AF0085  VERT ORDER  -  THIRD ? (See Below)
 AF0085
 AF0085.The horizontal coordinates were established by classical geodetic methods
 AF0085.and adjusted by the National Geodetic Survey in May 1991..
 AF0085
 AF0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0085.The vertical order pertains to the NGVD 29 superseded value.
 AF0085
 AF0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0085
 AF0085.The geoid height was determined by GEOID03.
 AF0085
 AF0085;                    North         East     Units Scale Factor Converg.
 AF0085;SPC FL E     -   371,887.014   250,361.844   MT  0.99997247   +0 14 14.1
 AF0085;SPC FL E     - 1,220,099.31    821,395.48   sFT  0.99997247   +0 14 14.1
 AF0085;UTM  17      - 3,062,892.109   550,344.661   MT  0.99963128   +0 14 14.1
 AF0085
 AF0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0085!SPC FL E     -   1.00000324  x   0.99997247  =   0.99997571
 AF0085!UTM  17      -   1.00000324  x   0.99963128  =   0.99963452
 AF0085
 AF0085:                Primary Azimuth Mark                     Grid Az
 AF0085:SPC FL E     -  100 KS PIER 3 AZ MK                      196 30 01.0
 AF0085:UTM  17      -  100 KS PIER 3 AZ MK                      196 30 01.0
 AF0085
 AF0085|---------------------------------------------------------------------|
 AF0085| PID    Reference Object                     Distance      Geod. Az  |
 AF0085|                                                           dddmmss.s |
 AF0085| DE4102 100 KS PIER 3 AZ MK                                1964415.1 |
 AF0085| AF0086 100 KS PIER 3                        70.711 METERS 21211     |
 AF0085| AF0089 100KS PIER 4 1962                    99.999 METERS 25711     |
 AF0085| AF0087 100K SOUTH PMSS BM 1962              49.998 METERS 25711     |
 AF0085| AF0088 100KS PIER 1 1962                    70.705 METERS 30211     |
 AF0085|---------------------------------------------------------------------|
 AF0085
 AF0085                          SUPERSEDED SURVEY CONTROL
 AF0085
 AF0085  NAD 83(1986)-  27 41 21.56798(N)    080 29 21.94548(W) AD(       ) 2
 AF0085  NAD 27      -  27 41 20.45912(N)    080 29 22.75241(W) AD(       ) 2
 AF0085  NGVD 29 (07/19/86)    7.46   (m)           24.5    (f) LEVELING    3  
 AF0085
 AF0085.Superseded values are not recommended for survey control.
 AF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0085.See file dsdata.txt to determine how the superseded data were derived.
 AF0085
 AF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5034562892(NAD 83)
 AF0085_MARKER: Z = SEE DESCRIPTION
 AF0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AF0085
 AF0085  HISTORY     - Date     Condition        Report By
 AF0085  HISTORY     - 1962     MONUMENTED       CGS
 AF0085  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF0085  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0085  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0085
 AF0085                          STATION DESCRIPTION
 AF0085
 AF0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0085'SEE STATION 100K SOUTH PMSS BM
 AF0085
 AF0085                          STATION RECOVERY (1989)
 AF0085
 AF0085'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF0085'MARK NOT FOUND.
 AF0085
 AF0085                          STATION RECOVERY (1994)
 AF0085
 AF0085'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0085'MARK NOT FOUND.
 AF0085
 AF0085                          STATION RECOVERY (1996)
 AF0085
 AF0085'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0086 ***********************************************************************
 AF0086  DESIGNATION -  100 KS PIER 3
 AF0086  PID         -  AF0086
 AF0086  STATE/COUNTY-  FL/INDIAN RIVER
 AF0086  USGS QUAD   -  VERO BEACH (1983)
 AF0086
 AF0086                         *CURRENT SURVEY CONTROL
 AF0086  ___________________________________________________________________
 AF0086* NAD 83(1990)-  27 41 19.61883(N)    080 29 23.30378(W)     ADJUSTED  
 AF0086* NAVD 88     -         7.01   (+/-2cm)      23.0    (feet)  VERTCON   
 AF0086  ___________________________________________________________________
 AF0086  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AF0086  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF0086
 AF0086  HORZ ORDER  -  FIRST
 AF0086  VERT ORDER  -  THIRD ? (See Below)
 AF0086
 AF0086.The horizontal coordinates were established by classical geodetic methods
 AF0086.and adjusted by the National Geodetic Survey in May 1991..
 AF0086
 AF0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0086.The vertical order pertains to the NGVD 29 superseded value.
 AF0086
 AF0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0086
 AF0086.The geoid height was determined by GEOID03.
 AF0086
 AF0086;                    North         East     Units Scale Factor Converg.
 AF0086;SPC FL E     -   371,827.012   250,324.434   MT  0.99997242   +0 14 13.5
 AF0086;SPC FL E     - 1,219,902.46    821,272.75   sFT  0.99997242   +0 14 13.5
 AF0086;UTM  17      - 3,062,832.128   550,307.263   MT  0.99963124   +0 14 13.5
 AF0086
 AF0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0086!SPC FL E     -   1.00000324  x   0.99997242  =   0.99997566
 AF0086!UTM  17      -   1.00000324  x   0.99963124  =   0.99963448
 AF0086
 AF0086|---------------------------------------------------------------------|
 AF0086| PID    Reference Object                     Distance      Geod. Az  |
 AF0086|                                                           dddmmss.s |
 AF0086| AF0085 100 KS PIER 2                        70.711 METERS 03211     |
 AF0086| DE4102 100 KS PIER 3 AZ MK                                1922805.7 |
 AF0086| AF3398 KINGSBURY RESET                     APPROX. 0.5 KM 2755446.2 |
 AF0086| AF0345 SUGAR                               APPROX.21.0 KM 2995923.8 |
 AF0086| AF0089 100KS PIER 4 1962                    70.711 METERS 30211     |
 AF0086| AF0087 100K SOUTH PMSS BM 1962              49.999 METERS 34711     |
 AF0086| AF0088 100KS PIER 1 1962                    99.997 METERS 34711     |
 AF0086|---------------------------------------------------------------------|
 AF0086
 AF0086                          SUPERSEDED SURVEY CONTROL
 AF0086
 AF0086  NAD 83(1986)-  27 41 19.62372(N)    080 29 23.31986(W) AD(       ) 1
 AF0086  NAD 27      -  27 41 18.51473(N)    080 29 24.12668(W) AD(       ) 1
 AF0086  NGVD 29 (07/19/86)    7.46   (m)           24.5    (f) LEVELING    3  
 AF0086
 AF0086.Superseded values are not recommended for survey control.
 AF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0086.See file dsdata.txt to determine how the superseded data were derived.
 AF0086
 AF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5030762832(NAD 83)
 AF0086_MARKER: Z = SEE DESCRIPTION
 AF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AF0086
 AF0086  HISTORY     - Date     Condition        Report By
 AF0086  HISTORY     - 1962     MONUMENTED       CGS
 AF0086  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF0086  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0086  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0086
 AF0086                          STATION DESCRIPTION
 AF0086
 AF0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0086'SEE STATION 100K SOUTH PMSS BM.
 AF0086
 AF0086                          STATION RECOVERY (1989)
 AF0086
 AF0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF0086'MARK NOT FOUND.
 AF0086
 AF0086                          STATION RECOVERY (1994)
 AF0086
 AF0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0086'MARK NOT FOUND.
 AF0086
 AF0086                          STATION RECOVERY (1996)
 AF0086
 AF0086'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4348 ***********************************************************************
 BG4348  DESIGNATION -  100 PLUS 00 USE 1951
 BG4348  PID         -  BG4348
 BG4348  STATE/COUNTY-  FL/OKALOOSA
 BG4348  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4348
 BG4348                         *CURRENT SURVEY CONTROL
 BG4348  ___________________________________________________________________
 BG4348* NAD 83(1990)-  30 30 00.51811(N)    086 30 46.91532(W)     ADJUSTED  
 BG4348* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 BG4348  ___________________________________________________________________
 BG4348  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BG4348  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG4348
 BG4348  HORZ ORDER  -  SECOND
 BG4348
 BG4348.The horizontal coordinates were established by classical geodetic methods
 BG4348.and adjusted by the National Geodetic Survey in December 1992..
 BG4348
 BG4348.The orthometric height was scaled from a topographic map.
 BG4348
 BG4348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4348
 BG4348.The geoid height was determined by GEOID03.
 BG4348
 BG4348;                    North         East     Units Scale Factor Converg.
 BG4348;SPC FL N     -   167,994.747   406,768.125   MT  0.99996525   -1 00 41.8
 BG4348;SPC FL N     -   551,162.77  1,334,538.42   sFT  0.99996525   -1 00 41.8
 BG4348;UTM  16      - 3,374,308.255   546,729.909   MT  0.99962694   +0 14 49.8
 BG4348
 BG4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4348!SPC FL N     -   1.00000180  x   0.99996525  =   0.99996705
 BG4348!UTM  16      -   1.00000180  x   0.99962694  =   0.99962874
 BG4348
 BG4348:                Primary Azimuth Mark                     Grid Az
 BG4348:SPC FL N     -  60 PLUS 00 USE 1951                      193 12 02.6
 BG4348:UTM  16      -  60 PLUS 00 USE 1951                      191 56 31.0
 BG4348
 BG4348|---------------------------------------------------------------------|
 BG4348| PID    Reference Object                     Distance      Geod. Az  |
 BG4348|                                                           dddmmss.s |
 BG4348| BG4346 60 PLUS 00 USE 1951                 APPROX. 1.2 KM 1921120.8 |
 BG4348|---------------------------------------------------------------------|
 BG4348
 BG4348                          SUPERSEDED SURVEY CONTROL
 BG4348
 BG4348  NAD 83(1990)-  30 30 00.51816(N)    086 30 46.91519(W) AD(       ) 2
 BG4348  NAD 83(1986)-  30 30 00.53683(N)    086 30 46.92168(W) AD(       ) 2
 BG4348  NAD 27      -  30 29 59.82400(N)    086 30 47.10000(W) AD(       ) 2
 BG4348
 BG4348.Superseded values are not recommended for survey control.
 BG4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4348.See file dsdata.txt to determine how the superseded data were derived.
 BG4348
 BG4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4673074308(NAD 83)
 BG4348_MARKER: DD = SURVEY DISK
 BG4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4348+STABILITY: SURFACE MOTION
 BG4348
 BG4348  HISTORY     - Date     Condition        Report By
 BG4348  HISTORY     - 1951     MONUMENTED       USE
 BG4348  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG4348
 BG4348                          STATION DESCRIPTION
 BG4348
 BG4348'DESCRIBED BY US ENGINEERS 1951 (DAJ)
 BG4348'STATION IS LOCATED ABOUT 300 FEET WEST OF THE WEST END OF THE
 BG4348'NORTH-SOUTH RUNWAY OF EGLIN FIELD AND ON LINE WITH A LINE
 BG4348'EXTENDING WEST FROM THE NORTH END OF THE RUNWAY.  THE MARK IS
 BG4348'A 4 BY 4 INCH CONCRETE MARK PROJECTING 3 INCHES WITH A BRONZE
 BG4348'DISC IN THE CENTER THAT IS STAMPED, 100+00 51.27 USE.  A WHITE
 BG4348'WITNESS POST MARKS THE STATION SITE.
 BG4348'
 BG4348'THIS STATION IS THE NORTH END OF A TRAVERSE LINE BETWEEN 100+00
 BG4348'USE, 60+00 USE, 30+00 USE, AND 20+00 USE RESPECTIVELY.  TRAVERSE
 BG4348'DISTANCES AND DIRECTION TO THE DIRECTLY CONNECTED STATIONS NOTED
 BG4348'ABOVE.
 BG4348'
 BG4348'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4348
 BG4348                          STATION RECOVERY (1987)
 BG4348
 BG4348'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9532 ***********************************************************************
 AG9532  DESIGNATION -  1002
 AG9532  PID         -  AG9532
 AG9532  STATE/COUNTY-  FL/SARASOTA
 AG9532  USGS QUAD   -  BEE RIDGE (1987)
 AG9532
 AG9532                         *CURRENT SURVEY CONTROL
 AG9532  ___________________________________________________________________
 AG9532* NAD 83(1999)-  27 22 25.00930(N)    082 28 15.87068(W)     ADJUSTED  
 AG9532* NAVD 88     -         7.5    (meters)      25.     (feet)  GPS OBS   
 AG9532  ___________________________________________________________________
 AG9532  X           -     742,653.578 (meters)                     COMP
 AG9532  Y           -  -5,619,092.144 (meters)                     COMP
 AG9532  Z           -   2,915,032.880 (meters)                     COMP
 AG9532  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AG9532  ELLIP HEIGHT-         -16.90  (meters)          (06/19/01) GPS OBS
 AG9532  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG9532
 AG9532  HORZ ORDER  -  FIRST
 AG9532  ELLP ORDER  -  FOURTH    CLASS I
 AG9532
 AG9532.The horizontal coordinates were established by GPS observations
 AG9532.and adjusted by the National Geodetic Survey in June 2001..
 AG9532
 AG9532.The orthometric height was determined by GPS observations and a
 AG9532.high-resolution geoid model.
 AG9532
 AG9532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9532
 AG9532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9532
 AG9532.The ellipsoidal height was determined by GPS observations
 AG9532.and is referenced to NAD 83.
 AG9532
 AG9532.The geoid height was determined by GEOID03.
 AG9532
 AG9532;                    North         East     Units Scale Factor Converg.
 AG9532;SPC FL W     -   336,888.510   153,401.434   MT  0.99996797   -0 12 59.8
 AG9532;SPC FL W     - 1,105,275.05    503,284.54   sFT  0.99996797   -0 12 59.8
 AG9532;UTM  17      - 3,028,676.310   354,523.152   MT  0.99986125   -0 40 35.4
 AG9532
 AG9532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9532!SPC FL W     -   1.00000265  x   0.99996797  =   0.99997062
 AG9532!UTM  17      -   1.00000265  x   0.99986125  =   0.99986390
 AG9532
 AG9532                          SUPERSEDED SURVEY CONTROL
 AG9532
 AG9532  NAD 83(1990)-  27 22 25.00793(N)    082 28 15.87009(W) AD(       ) 1
 AG9532  ELLIP H (05/09/94)  -16.85   (m)                       GP(       ) 4 2
 AG9532
 AG9532.Superseded values are not recommended for survey control.
 AG9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9532.See file dsdata.txt to determine how the superseded data were derived.
 AG9532
 AG9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5452328676(NAD 83)
 AG9532_MARKER: DD = SURVEY DISK
 AG9532_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9532_SP_SET: PREFAB CONC. POST IN EARTH
 AG9532_STAMPING: GPS STA 1002
 AG9532_MARK LOGO: FL-115
 AG9532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9532+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 AG9532
 AG9532  HISTORY     - Date     Condition        Report By
 AG9532  HISTORY     - UNK      MONUMENTED
 AG9532  HISTORY     - 19921102 GOOD             FL-115
 AG9532
 AG9532                          STATION DESCRIPTION
 AG9532
 AG9532'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9532'THE STATION IS 120 FT (36.58 M) SOUTHEASTERLY OF THE INTERSECTION ON
 AG9532'47TH AND HAROLD AVENUE, 95 FT (28.96 M) SOUTHERLY OF A HOG WIRE FENCE
 AG9532'AND NORTHERLY OF A DRAINAGE DITCH.
 AG9532'THE STATION IS A SARASOTA G.P.S. STATION DISK STAMPED ---1002--- SET
 AG9532'IN A CONCRETE MONUMENT. IT IS 100.3 FT (30.57 M) SOUTHEASTERLY OF A
 AG9532'18-INCH PINE TREE WITH A STANDARD SARCO REFERENCE NAIL AND DISK,
 AG9532'96.12 FT (29.30 M) SOUTHWESTERLY OF A FENCE POST WITH A STANDARD
 AG9532'SARCO REFERENCE NAIL AND DISK, AND 65.85 FT (20.07 M) NORTHWESTERLY
 AG9532'OF A 13-INCH PINE TREE WITH A STANDARD SARCO REFERENCE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2717 ***********************************************************************
 AK2717  DESIGNATION -  10.07
 AK2717  PID         -  AK2717
 AK2717  STATE/COUNTY-  FL/BREVARD
 AK2717  USGS QUAD   -  COCOA (1984)
 AK2717
 AK2717                         *CURRENT SURVEY CONTROL
 AK2717  ___________________________________________________________________
 AK2717* NAD 83(1986)-  28 21 21.     (N)    080 43 13.     (W)     SCALED    
 AK2717* NAVD 88     -         2.651  (meters)       8.70   (feet)  ADJUSTED  
 AK2717  ___________________________________________________________________
 AK2717  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK2717  DYNAMIC HT  -           2.647 (meters)       8.68  (feet)  COMP
 AK2717  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 AK2717
 AK2717  VERT ORDER  -  FIRST     CLASS II
 AK2717
 AK2717.The horizontal coordinates were scaled from a topographic map and have
 AK2717.an estimated accuracy of +/- 6 seconds.
 AK2717
 AK2717.The orthometric height was determined by differential leveling
 AK2717.and adjusted by the National Geodetic Survey in June 1991..
 AK2717
 AK2717.The geoid height was determined by GEOID03.
 AK2717
 AK2717.The dynamic height is computed by dividing the NAVD 88
 AK2717.geopotential number by the normal gravity value computed on the
 AK2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2717.degrees latitude (g = 980.6199 gals.).
 AK2717
 AK2717.The modeled gravity was interpolated from observed gravity values.
 AK2717
 AK2717;                    North         East    Units  Estimated Accuracy
 AK2717;SPC FL E     -   445,670.      227,420.      MT  (+/- 180 meters Scaled)
 AK2717
 AK2717                          SUPERSEDED SURVEY CONTROL
 AK2717
 AK2717  NGVD 29 (09/01/92)    3.073  (m)           10.08   (f) ADJUSTED    1 2
 AK2717
 AK2717.Superseded values are not recommended for survey control.
 AK2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2717.See file dsdata.txt to determine how the superseded data were derived.
 AK2717
 AK2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM274366(NAD 83)
 AK2717_MARKER: DD = SURVEY DISK
 AK2717_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2717_SP_SET: CONCRETE BRIDGE WALKWAY
 AK2717_STAMPING: 10.07
 AK2717_MARK LOGO: FLDT  
 AK2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2717
 AK2717  HISTORY     - Date     Condition        Report By
 AK2717  HISTORY     - UNK      MONUMENTED       FLDT
 AK2717  HISTORY     - 1953     GOOD             NGS
 AK2717  HISTORY     - 1959     GOOD             NGS
 AK2717  HISTORY     - 1986     GOOD             FLDNR
 AK2717  HISTORY     - 1987     GOOD             USPSQD
 AK2717  HISTORY     - 19970425 GOOD             USPSQD
 AK2717  HISTORY     - 20020414 GOOD             USPSQD
 AK2717  HISTORY     - 20030810 GOOD             USPSQD
 AK2717
 AK2717                          STATION DESCRIPTION
 AK2717
 AK2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK2717'0.3 MI E FROM COCOA.
 AK2717'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 520 FROM THE CITY HALL
 AK2717'AT COCOA, IN THE TOP OF SOUTH CURBING OVER WEST ABUTMENT OF
 AK2717'BRIDGE NO. 61 OVER INDIAN RIVER, 12 1/2 FEET SOUTH OF CENTER
 AK2717'LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 AK2717
 AK2717                          STATION RECOVERY (1959)
 AK2717
 AK2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (1986)
 AK2717
 AK2717'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2717'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS IN
 AK2717'THE OLD BRIDGE, ABOUT 350 FEET SOUTH OF THE NEW BRIDGE.
 AK2717
 AK2717                          STATION RECOVERY (1987)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (1997)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (2002)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (2003)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK2717'SATELLITE OBSERVATION IS QUESTIONABLE DUE TO HWY 520 BRIDGE.
 AK2717' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0087 ***********************************************************************
 AF0087  DESIGNATION -  100K SOUTH PMSS BM 1962
 AF0087  PID         -  AF0087
 AF0087  STATE/COUNTY-  FL/INDIAN RIVER
 AF0087  USGS QUAD   -  VERO BEACH (1983)
 AF0087
 AF0087                         *CURRENT SURVEY CONTROL
 AF0087  ___________________________________________________________________
 AF0087* NAD 83(1990)-  27 41 21.20267(N)    080 29 23.70859(W)     ADJUSTED  
 AF0087* NAVD 88     -         7.01   (+/-2cm)      23.0    (feet)  VERTCON   
 AF0087  ___________________________________________________________________
 AF0087  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AF0087  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF0087
 AF0087  HORZ ORDER  -  FIRST
 AF0087  VERT ORDER  -  THIRD ? (See Below)
 AF0087
 AF0087.The horizontal coordinates were established by classical geodetic methods
 AF0087.and adjusted by the National Geodetic Survey in May 1991..
 AF0087
 AF0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0087.The vertical order pertains to the NGVD 29 superseded value.
 AF0087
 AF0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0087
 AF0087.The geoid height was determined by GEOID03.
 AF0087
 AF0087;                    North         East     Units Scale Factor Converg.
 AF0087;SPC FL E     -   371,875.718   250,313.140   MT  0.99997241   +0 14 13.3
 AF0087;SPC FL E     - 1,220,062.25    821,235.69   sFT  0.99997241   +0 14 13.3
 AF0087;UTM  17      - 3,062,880.817   550,295.974   MT  0.99963122   +0 14 13.3
 AF0087
 AF0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0087!SPC FL E     -   1.00000324  x   0.99997241  =   0.99997565
 AF0087!UTM  17      -   1.00000324  x   0.99963122  =   0.99963446
 AF0087
 AF0087                          SUPERSEDED SURVEY CONTROL
 AF0087
 AF0087  NAD 83(1986)-  27 41 21.20755(N)    080 29 23.72467(W) AD(       ) 1
 AF0087  NAD 27      -  27 41 20.09862(N)    080 29 24.53154(W) AD(       ) 1
 AF0087  NGVD 29 (07/19/86)    7.46   (m)           24.5    (f) LEVELING    3  
 AF0087
 AF0087.Superseded values are not recommended for survey control.
 AF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0087.See file dsdata.txt to determine how the superseded data were derived.
 AF0087
 AF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5029662881(NAD 83)
 AF0087_MARKER: Z = SEE DESCRIPTION
 AF0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0087+STABILITY: SURFACE MOTION
 AF0087
 AF0087  HISTORY     - Date     Condition        Report By
 AF0087  HISTORY     - 1962     MONUMENTED       CGS
 AF0087  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0087  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0087
 AF0087                          STATION DESCRIPTION
 AF0087
 AF0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0087'20 MILES SOUTH OF THE MISTRAM TRACKING SITE OF VALKARIA.  THE
 AF0087'MARK IS A K AND E TARGET SET IN THE CENTER OF AN INSTRUMENT
 AF0087'TRIBRACH, WHICH IS MOUNTED ON TOP OF A ROUND CONCRETE PIER INSIDE
 AF0087'THE 100 KS ANTENNA BUILDING.
 AF0087'
 AF0087'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0087'(NORTH), 2 (EAST), 3 (SOUTH), 4 (WEST).  THESE PIERS ARE SIMILAR IN
 AF0087'CONSTRUCTION TO 100 KS.
 AF0087
 AF0087                          STATION RECOVERY (1994)
 AF0087
 AF0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0087'MARK NOT FOUND.
 AF0087
 AF0087                          STATION RECOVERY (1996)
 AF0087
 AF0087'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0376 ***********************************************************************
 AF0376  DESIGNATION -  100K WEST PMSS BM 1962
 AF0376  PID         -  AF0376
 AF0376  STATE/COUNTY-  FL/BREVARD
 AF0376  USGS QUAD   -  KENANSVILLE SE (1972)
 AF0376
 AF0376                         *CURRENT SURVEY CONTROL
 AF0376  ___________________________________________________________________
 AF0376* NAD 83(1990)-  27 51 11.64627(N)    080 51 26.42195(W)     ADJUSTED  
 AF0376* NAVD 88     -        14.40   (+/-2cm)      47.2    (feet)  VERTCON   
 AF0376  ___________________________________________________________________
 AF0376  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AF0376  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AF0376
 AF0376  HORZ ORDER  -  SECOND
 AF0376  VERT ORDER  -  THIRD ? (See Below)
 AF0376
 AF0376.The horizontal coordinates were established by classical geodetic methods
 AF0376.and adjusted by the National Geodetic Survey in May 1991..
 AF0376
 AF0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0376.The vertical order pertains to the NGVD 29 superseded value.
 AF0376
 AF0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0376
 AF0376.The geoid height was determined by GEOID03.
 AF0376
 AF0376;                    North         East     Units Scale Factor Converg.
 AF0376;SPC FL E     -   389,953.880   214,050.508   MT  0.99994361   +0 03 59.9
 AF0376;SPC FL E     - 1,279,373.69    702,264.04   sFT  0.99994361   +0 03 59.9
 AF0376;UTM  17      - 3,080,952.811   514,045.714   MT  0.99960243   +0 03 59.9
 AF0376
 AF0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0376!SPC FL E     -   1.00000203  x   0.99994361  =   0.99994564
 AF0376!UTM  17      -   1.00000203  x   0.99960243  =   0.99960446
 AF0376
 AF0376                          SUPERSEDED SURVEY CONTROL
 AF0376
 AF0376  NAD 83(1986)-  27 51 11.65226(N)    080 51 26.43747(W) AD(       ) 2
 AF0376  NAD 27      -  27 51 10.56092(N)    080 51 27.22014(W) AD(       ) 2
 AF0376  NGVD 29 (07/19/86)   14.78   (m)           48.5    (f) LEVELING    3  
 AF0376
 AF0376.Superseded values are not recommended for survey control.
 AF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0376.See file dsdata.txt to determine how the superseded data were derived.
 AF0376
 AF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1404680953(NAD 83)
 AF0376_MARKER: Z = SEE DESCRIPTION
 AF0376_SETTING: 0 = UNSPECIFIED SETTING
 AF0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0376
 AF0376  HISTORY     - Date     Condition        Report By
 AF0376  HISTORY     - 1962     MONUMENTED       CGS
 AF0376
 AF0376                          STATION DESCRIPTION
 AF0376
 AF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0376'20 MILES WEST OF THE MISTRAM TRACKING SITE AT VALKARIA.  THE
 AF0376'MARK IS A K AND E TARGET SET IN THE CENTER OF AN INSTRUMENT
 AF0376'TRIBRACH, WHICH IS MOUNTED ON THE TOP OF A ROUND CONCRETE PIER
 AF0376'INSIDE 100 KW ANTENNA BUILDING.
 AF0376'
 AF0376'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0376'(NORTH), 2 (EAST), 3 (SOUTH), 4 (WEST).  THESE PIERS ARE SIMILAR IN
 AF0376'CONSTRUCTION TO 100 KW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0091 ***********************************************************************
 AF0091  DESIGNATION -  100KS BORE 1962
 AF0091  PID         -  AF0091
 AF0091  STATE/COUNTY-  FL/INDIAN RIVER
 AF0091  USGS QUAD   -  VERO BEACH (1983)
 AF0091
 AF0091                         *CURRENT SURVEY CONTROL
 AF0091  ___________________________________________________________________
 AF0091* NAD 83(1990)-  27 41 21.16461(N)    080 29 40.55470(W)     ADJUSTED  
 AF0091* NAVD 88     -         6.19   (+/-2cm)      20.3    (feet)  VERTCON   
 AF0091  ___________________________________________________________________
 AF0091  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AF0091  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF0091
 AF0091  HORZ ORDER  -  SECOND
 AF0091  VERT ORDER  -  THIRD ? (See Below)
 AF0091
 AF0091.The horizontal coordinates were established by classical geodetic methods
 AF0091.and adjusted by the National Geodetic Survey in May 1991..
 AF0091
 AF0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0091.The vertical order pertains to the NGVD 29 superseded value.
 AF0091
 AF0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0091
 AF0091.The geoid height was determined by GEOID03.
 AF0091
 AF0091;                    North         East     Units Scale Factor Converg.
 AF0091;SPC FL E     -   371,872.646   249,851.566   MT  0.99997184   +0 14 05.5
 AF0091;SPC FL E     - 1,220,052.17    819,721.35   sFT  0.99997184   +0 14 05.5
 AF0091;UTM  17      - 3,062,877.746   549,834.557   MT  0.99963065   +0 14 05.5
 AF0091
 AF0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0091!SPC FL E     -   1.00000337  x   0.99997184  =   0.99997521
 AF0091!UTM  17      -   1.00000337  x   0.99963065  =   0.99963401
 AF0091
 AF0091:                Primary Azimuth Mark                     Grid Az
 AF0091:SPC FL E     -  100 KS PIER 3                            095 30 43.8
 AF0091:UTM  17      -  100 KS PIER 3                            095 30 43.8
 AF0091
 AF0091|---------------------------------------------------------------------|
 AF0091| PID    Reference Object                     Distance      Geod. Az  |
 AF0091|                                                           dddmmss.s |
 AF0091| AF0086 100 KS PIER 3                       475.078 METERS 0954449.3 |
 AF0091| AF0092 KINGSBURY 2                          29.838 METERS 27656     |
 AF0091| AF3398 KINGSBURY RESET                      54.839 METERS 27720     |
 AF0091|---------------------------------------------------------------------|
 AF0091
 AF0091                          SUPERSEDED SURVEY CONTROL
 AF0091
 AF0091  NAD 83(1986)-  27 41 21.16950(N)    080 29 40.57074(W) AD(       ) 2
 AF0091  NAD 27      -  27 41 20.06003(N)    080 29 41.37719(W) AD(       ) 2
 AF0091  NGVD 29 (07/19/86)    6.64   (m)           21.8    (f) LEVELING    3  
 AF0091
 AF0091.Superseded values are not recommended for survey control.
 AF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0091.See file dsdata.txt to determine how the superseded data were derived.
 AF0091
 AF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4983562878(NAD 83)
 AF0091_MARKER: U = CONCRETE POST
 AF0091_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AF0091_SP_SET: OBJECT IMBEDDED IN GROUND
 AF0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0091
 AF0091  HISTORY     - Date     Condition        Report By
 AF0091  HISTORY     - 1962     MONUMENTED       CGS
 AF0091  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0091  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0091
 AF0091                          STATION DESCRIPTION
 AF0091
 AF0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0091'LOCATED ABOUT 0.25 MILE WEST OF THE 100 KS MISTRAM TRACKING SITE
 AF0091'AND 229 FEET EAST OF A DIRT ROAD THAT LEADS NORTH AND SOUTH.  THE
 AF0091'MARK IS A 10 X 10 INCH CONCRETE POST SET FLUSH WITH THE SURFACE.
 AF0091
 AF0091                          STATION RECOVERY (1994)
 AF0091
 AF0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0091'MARK NOT FOUND.
 AF0091
 AF0091                          STATION RECOVERY (1996)
 AF0091
 AF0091'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0088 ***********************************************************************
 AF0088  DESIGNATION -  100KS PIER 1 1962
 AF0088  PID         -  AF0088
 AF0088  STATE/COUNTY-  FL/INDIAN RIVER
 AF0088  USGS QUAD   -  VERO BEACH (1983)
 AF0088
 AF0088                         *CURRENT SURVEY CONTROL
 AF0088  ___________________________________________________________________
 AF0088* NAD 83(1990)-  27 41 22.78646(N)    080 29 24.11339(W)     ADJUSTED  
 AF0088* NAVD 88     -         7.01   (+/-2cm)      23.0    (feet)  VERTCON   
 AF0088  ___________________________________________________________________
 AF0088  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AF0088  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF0088
 AF0088  HORZ ORDER  -  SECOND
 AF0088  VERT ORDER  -  THIRD ? (See Below)
 AF0088
 AF0088.The horizontal coordinates were established by classical geodetic methods
 AF0088.and adjusted by the National Geodetic Survey in May 1991..
 AF0088
 AF0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0088.The vertical order pertains to the NGVD 29 superseded value.
 AF0088
 AF0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0088
 AF0088.The geoid height was determined by GEOID03.
 AF0088
 AF0088;                    North         East     Units Scale Factor Converg.
 AF0088;SPC FL E     -   371,924.422   250,301.847   MT  0.99997240   +0 14 13.1
 AF0088;SPC FL E     - 1,220,222.04    821,198.64   sFT  0.99997240   +0 14 13.1
 AF0088;UTM  17      - 3,062,929.505   550,284.684   MT  0.99963121   +0 14 13.1
 AF0088
 AF0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0088!SPC FL E     -   1.00000324  x   0.99997240  =   0.99997564
 AF0088!UTM  17      -   1.00000324  x   0.99963121  =   0.99963445
 AF0088
 AF0088                          SUPERSEDED SURVEY CONTROL
 AF0088
 AF0088  NAD 83(1986)-  27 41 22.79133(N)    080 29 24.12946(W) AD(       ) 2
 AF0088  NAD 27      -  27 41 21.68245(N)    080 29 24.93639(W) AD(       ) 2
 AF0088  NGVD 29 (07/19/86)    7.46   (m)           24.5    (f) LEVELING    3  
 AF0088
 AF0088.Superseded values are not recommended for survey control.
 AF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0088.See file dsdata.txt to determine how the superseded data were derived.
 AF0088
 AF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5028562930(NAD 83)
 AF0088_MARKER: Z = SEE DESCRIPTION
 AF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0088+STABILITY: SURFACE MOTION
 AF0088
 AF0088  HISTORY     - Date     Condition        Report By
 AF0088  HISTORY     - 1962     MONUMENTED       CGS
 AF0088  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0088  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0088
 AF0088                          STATION DESCRIPTION
 AF0088
 AF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0088'SEE STATION 100K SOUTH PMSS BM.
 AF0088
 AF0088                          STATION RECOVERY (1994)
 AF0088
 AF0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0088'MARK NOT FOUND.
 AF0088
 AF0088                          STATION RECOVERY (1996)
 AF0088
 AF0088'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0089 ***********************************************************************
 AF0089  DESIGNATION -  100KS PIER 4 1962
 AF0089  PID         -  AF0089
 AF0089  STATE/COUNTY-  FL/INDIAN RIVER
 AF0089  USGS QUAD   -  VERO BEACH (1983)
 AF0089
 AF0089                         *CURRENT SURVEY CONTROL
 AF0089  ___________________________________________________________________
 AF0089* NAD 83(1990)-  27 41 20.84231(N)    080 29 25.48794(W)     ADJUSTED  
 AF0089* NAVD 88     -         7.01   (+/-2cm)      23.0    (feet)  VERTCON   
 AF0089  ___________________________________________________________________
 AF0089  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AF0089  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF0089
 AF0089  HORZ ORDER  -  SECOND
 AF0089  VERT ORDER  -  THIRD ? (See Below)
 AF0089
 AF0089.The horizontal coordinates were established by classical geodetic methods
 AF0089.and adjusted by the National Geodetic Survey in May 1991..
 AF0089
 AF0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0089.The vertical order pertains to the NGVD 29 superseded value.
 AF0089
 AF0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0089
 AF0089.The geoid height was determined by GEOID03.
 AF0089
 AF0089;                    North         East     Units Scale Factor Converg.
 AF0089;SPC FL E     -   371,864.424   250,264.432   MT  0.99997235   +0 14 12.5
 AF0089;SPC FL E     - 1,220,025.20    821,075.89   sFT  0.99997235   +0 14 12.5
 AF0089;UTM  17      - 3,062,869.527   550,247.282   MT  0.99963116   +0 14 12.5
 AF0089
 AF0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0089!SPC FL E     -   1.00000324  x   0.99997235  =   0.99997559
 AF0089!UTM  17      -   1.00000324  x   0.99963116  =   0.99963440
 AF0089
 AF0089                          SUPERSEDED SURVEY CONTROL
 AF0089
 AF0089  NAD 83(1986)-  27 41 20.84719(N)    080 29 25.50401(W) AD(       ) 2
 AF0089  NAD 27      -  27 41 19.73819(N)    080 29 26.31083(W) AD(       ) 2
 AF0089  NGVD 29 (07/19/86)    7.46   (m)           24.5    (f) LEVELING    3  
 AF0089
 AF0089.Superseded values are not recommended for survey control.
 AF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0089.See file dsdata.txt to determine how the superseded data were derived.
 AF0089
 AF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5024762870(NAD 83)
 AF0089_MARKER: Z = SEE DESCRIPTION
 AF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0089+STABILITY: SURFACE MOTION
 AF0089
 AF0089  HISTORY     - Date     Condition        Report By
 AF0089  HISTORY     - 1962     MONUMENTED       CGS
 AF0089  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0089  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0089
 AF0089                          STATION DESCRIPTION
 AF0089
 AF0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0089'SEE STATION 100K SOUTH PMSS BM.
 AF0089
 AF0089                          STATION RECOVERY (1994)
 AF0089
 AF0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0089'MARK NOT FOUND.
 AF0089
 AF0089                          STATION RECOVERY (1996)
 AF0089
 AF0089'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0375 ***********************************************************************
 AF0375  DESIGNATION -  100KW BORE 1962
 AF0375  PID         -  AF0375
 AF0375  STATE/COUNTY-  FL/BREVARD
 AF0375  USGS QUAD   -  KENANSVILLE SE (1972)
 AF0375
 AF0375                         *CURRENT SURVEY CONTROL
 AF0375  ___________________________________________________________________
 AF0375* NAD 83(1990)-  27 51 19.59766(N)    080 51 40.71259(W)     ADJUSTED  
 AF0375* NAVD 88     -        13.56   (+/-2cm)      44.5    (feet)  VERTCON   
 AF0375  ___________________________________________________________________
 AF0375  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AF0375  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AF0375
 AF0375  HORZ ORDER  -  SECOND
 AF0375  VERT ORDER  -  THIRD ? (See Below)
 AF0375
 AF0375.The horizontal coordinates were established by classical geodetic methods
 AF0375.and adjusted by the National Geodetic Survey in May 1991..
 AF0375
 AF0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0375.The vertical order pertains to the NGVD 29 superseded value.
 AF0375
 AF0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0375
 AF0375.The geoid height was determined by GEOID03.
 AF0375
 AF0375;                    North         East     Units Scale Factor Converg.
 AF0375;SPC FL E     -   390,198.182   213,659.266   MT  0.99994348   +0 03 53.3
 AF0375;SPC FL E     - 1,280,175.20    700,980.44   sFT  0.99994348   +0 03 53.3
 AF0375;UTM  17      - 3,081,197.029   513,654.606   MT  0.99960230   +0 03 53.3
 AF0375
 AF0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0375!SPC FL E     -   1.00000217  x   0.99994348  =   0.99994565
 AF0375!UTM  17      -   1.00000217  x   0.99960230  =   0.99960447
 AF0375
 AF0375:                Primary Azimuth Mark                     Grid Az
 AF0375:SPC FL E     -  100KW PIER 1 1962                        117 55 45.0
 AF0375:UTM  17      -  100KW PIER 1 1962                        117 55 45.0
 AF0375
 AF0375|---------------------------------------------------------------------|
 AF0375| PID    Reference Object                     Distance      Geod. Az  |
 AF0375|                                                           dddmmss.s |
 AF0375| AF0373 100KW PIER 1 1962                   422.214 METERS 1175938.3 |
 AF0375| AF0374 100KW PIER 4 1962                   433.299 METERS 1272134.2 |
 AF0375|---------------------------------------------------------------------|
 AF0375
 AF0375                          SUPERSEDED SURVEY CONTROL
 AF0375
 AF0375  NAD 83(1986)-  27 51 19.60365(N)    080 51 40.72805(W) AD(       ) 2
 AF0375  NAD 27      -  27 51 18.51256(N)    080 51 41.51037(W) AD(       ) 2
 AF0375  NGVD 29 (07/19/86)   13.94   (m)           45.7    (f) LEVELING    3  
 AF0375
 AF0375.Superseded values are not recommended for survey control.
 AF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0375.See file dsdata.txt to determine how the superseded data were derived.
 AF0375
 AF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1365581197(NAD 83)
 AF0375_MARKER: DD = SURVEY DISK
 AF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0375+STABILITY: SURFACE MOTION
 AF0375
 AF0375  HISTORY     - Date     Condition        Report By
 AF0375  HISTORY     - 1962     MONUMENTED       CGS
 AF0375
 AF0375                          STATION DESCRIPTION
 AF0375
 AF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0375'LOCATED 0.25 MILE NORTHWEST OF 100 KW MISTRAM TRACKING SITE, 7
 AF0375'FEET SOUTH OF A CONCRETE BLOCK BUILDING AND 6 FEET EAST OF A
 AF0375'BORESIGHT TOWER THAT SUPPORTS AN ANTENNA.
 AF0375'
 AF0375'A TRAVERSE CONNECTION WAS MADE TO 100 KW PIER 4 AND THE DISTANCE
 AF0375'IS 433.2968 METERS OR 1,421.57 FEET NORTHWEST OF 100 KW PIER 4.  THE
 AF0375'MARK IS A PLAIN BRASS DISK SET IN A 10 X 10 INCH CONCRETE POST
 AF0375'PROJECTING 3 INCHES AND SET DIRECTLY UNDER A 4 FOOT DISH ANTENNA
 AF0375'MOUNTED AT THE 100 FOOT LEVEL OF THE BORESIGHT TOWER WITH A K AND
 AF0375'E TARGET GLUED TO THE BOTTOM OF THE WINDOW FRAME OF THE WAVE GUIDE
 AF0375'EXTENDING THROUGH THE CENTER OF THE DISH ANTENNA.  THE DISK IS
 AF0375'STAMPED 100 KW BORE 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0373 ***********************************************************************
 AF0373  DESIGNATION -  100KW PIER 1 1962
 AF0373  PID         -  AF0373
 AF0373  STATE/COUNTY-  FL/BREVARD
 AF0373  USGS QUAD   -  KENANSVILLE SE (1972)
 AF0373
 AF0373                         *CURRENT SURVEY CONTROL
 AF0373  ___________________________________________________________________
 AF0373* NAD 83(1990)-  27 51 13.15946(N)    080 51 27.08614(W)     ADJUSTED  
 AF0373* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AF0373  ___________________________________________________________________
 AF0373  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AF0373  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AF0373
 AF0373  HORZ ORDER  -  SECOND
 AF0373  VERT ORDER  -  THIRD ? (See Below)
 AF0373
 AF0373.The horizontal coordinates were established by classical geodetic methods
 AF0373.and adjusted by the National Geodetic Survey in May 1991..
 AF0373
 AF0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0373.The vertical order pertains to the NGVD 29 superseded value.
 AF0373
 AF0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0373
 AF0373.The geoid height was determined by GEOID03.
 AF0373
 AF0373;                    North         East     Units Scale Factor Converg.
 AF0373;SPC FL E     -   390,000.436   214,032.283   MT  0.99994361   +0 03 59.6
 AF0373;SPC FL E     - 1,279,526.43    702,204.25   sFT  0.99994361   +0 03 59.6
 AF0373;UTM  17      - 3,080,999.351   514,027.495   MT  0.99960243   +0 03 59.6
 AF0373
 AF0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0373!SPC FL E     -   1.00000204  x   0.99994361  =   0.99994565
 AF0373!UTM  17      -   1.00000204  x   0.99960243  =   0.99960447
 AF0373
 AF0373:                Primary Azimuth Mark                     Grid Az
 AF0373:SPC FL E     -  PADRICK AZ MK                            090 31 29.4
 AF0373:UTM  17      -  PADRICK AZ MK                            090 31 29.4
 AF0373
 AF0373|---------------------------------------------------------------------|
 AF0373| PID    Reference Object                     Distance      Geod. Az  |
 AF0373|                                                           dddmmss.s |
 AF0373| AF6307 PADRICK AZ MK                       APPROX. 1.0 KM 0903529.0 |
 AF0373| AF0371 100KW PIER 2 1962                    70.710 METERS 11341     |
 AF0373| AF0376 100K WEST PMSS BM 1962               49.999 METERS 15841     |
 AF0373| AF0374 100KW PIER 4 1962                    70.711 METERS 20341     |
 AF0373|---------------------------------------------------------------------|
 AF0373
 AF0373                          SUPERSEDED SURVEY CONTROL
 AF0373
 AF0373  NAD 83(1986)-  27 51 13.16542(N)    080 51 27.10164(W) AD(       ) 2
 AF0373  NAD 27      -  27 51 12.07416(N)    080 51 27.88431(W) AD(       ) 2
 AF0373  NGVD 29 (07/19/86)   14.77   (m)           48.5    (f) LEVELING    3  
 AF0373
 AF0373.Superseded values are not recommended for survey control.
 AF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0373.See file dsdata.txt to determine how the superseded data were derived.
 AF0373
 AF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1402780999(NAD 83)
 AF0373_MARKER: Z = SEE DESCRIPTION
 AF0373_SETTING: 0 = UNSPECIFIED SETTING
 AF0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0373
 AF0373  HISTORY     - Date     Condition        Report By
 AF0373  HISTORY     - 1962     MONUMENTED       CGS
 AF0373
 AF0373                          STATION DESCRIPTION
 AF0373
 AF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0373'SEE STATION 100 K WEST PMSS BM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0371 ***********************************************************************
 AF0371  DESIGNATION -  100KW PIER 2 1962
 AF0371  PID         -  AF0371
 AF0371  STATE/COUNTY-  FL/BREVARD
 AF0371  USGS QUAD   -  KENANSVILLE SE (1972)
 AF0371
 AF0371                         *CURRENT SURVEY CONTROL
 AF0371  ___________________________________________________________________
 AF0371* NAD 83(1990)-  27 51 12.23661(N)    080 51 24.71941(W)     ADJUSTED  
 AF0371* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AF0371  ___________________________________________________________________
 AF0371  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AF0371  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AF0371
 AF0371  HORZ ORDER  -  SECOND
 AF0371  VERT ORDER  -  THIRD ? (See Below)
 AF0371
 AF0371.The horizontal coordinates were established by classical geodetic methods
 AF0371.and adjusted by the National Geodetic Survey in May 1991..
 AF0371
 AF0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0371.The vertical order pertains to the NGVD 29 superseded value.
 AF0371
 AF0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0371
 AF0371.The geoid height was determined by GEOID03.
 AF0371
 AF0371;                    North         East     Units Scale Factor Converg.
 AF0371;SPC FL E     -   389,972.106   214,097.065   MT  0.99994363   +0 04 00.7
 AF0371;SPC FL E     - 1,279,433.48    702,416.79   sFT  0.99994363   +0 04 00.7
 AF0371;UTM  17      - 3,080,971.030   514,092.255   MT  0.99960245   +0 04 00.7
 AF0371
 AF0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0371!SPC FL E     -   1.00000204  x   0.99994363  =   0.99994567
 AF0371!UTM  17      -   1.00000204  x   0.99960245  =   0.99960449
 AF0371
 AF0371                          SUPERSEDED SURVEY CONTROL
 AF0371
 AF0371  NAD 83(1986)-  27 51 12.24257(N)    080 51 24.73496(W) AD(       ) 2
 AF0371  NAD 27      -  27 51 11.15128(N)    080 51 25.51765(W) AD(       ) 2
 AF0371  NGVD 29 (07/19/86)   14.77   (m)           48.5    (f) LEVELING    3  
 AF0371
 AF0371.Superseded values are not recommended for survey control.
 AF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0371.See file dsdata.txt to determine how the superseded data were derived.
 AF0371
 AF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1409280971(NAD 83)
 AF0371_MARKER: Z = SEE DESCRIPTION
 AF0371_SETTING: 0 = UNSPECIFIED SETTING
 AF0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0371
 AF0371  HISTORY     - Date     Condition        Report By
 AF0371  HISTORY     - 1962     MONUMENTED       CGS
 AF0371
 AF0371                          STATION DESCRIPTION
 AF0371
 AF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0371'SEE STATION 100 K WEST PMSS BM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0372 ***********************************************************************
 AF0372  DESIGNATION -  100KW PIER 3 1962
 AF0372  PID         -  AF0372
 AF0372  STATE/COUNTY-  FL/BREVARD
 AF0372  USGS QUAD   -  KENANSVILLE SE (1972)
 AF0372
 AF0372                         *CURRENT SURVEY CONTROL
 AF0372  ___________________________________________________________________
 AF0372* NAD 83(1990)-  27 51 10.13307(N)    080 51 25.75774(W)     ADJUSTED  
 AF0372* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AF0372  ___________________________________________________________________
 AF0372  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AF0372  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AF0372
 AF0372  HORZ ORDER  -  SECOND
 AF0372  VERT ORDER  -  THIRD ? (See Below)
 AF0372
 AF0372.The horizontal coordinates were established by classical geodetic methods
 AF0372.and adjusted by the National Geodetic Survey in May 1991..
 AF0372
 AF0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0372.The vertical order pertains to the NGVD 29 superseded value.
 AF0372
 AF0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0372
 AF0372.The geoid height was determined by GEOID03.
 AF0372
 AF0372;                    North         East     Units Scale Factor Converg.
 AF0372;SPC FL E     -   389,907.324   214,068.734   MT  0.99994362   +0 04 00.3
 AF0372;SPC FL E     - 1,279,220.95    702,323.84   sFT  0.99994362   +0 04 00.3
 AF0372;UTM  17      - 3,080,906.271   514,063.933   MT  0.99960244   +0 04 00.3
 AF0372
 AF0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0372!SPC FL E     -   1.00000204  x   0.99994362  =   0.99994566
 AF0372!UTM  17      -   1.00000204  x   0.99960244  =   0.99960447
 AF0372
 AF0372                          SUPERSEDED SURVEY CONTROL
 AF0372
 AF0372  NAD 83(1986)-  27 51 10.13907(N)    080 51 25.77327(W) AD(       ) 2
 AF0372  NAD 27      -  27 51 09.04767(N)    080 51 26.55594(W) AD(       ) 2
 AF0372  NGVD 29 (07/19/86)   14.77   (m)           48.5    (f) LEVELING    3  
 AF0372
 AF0372.Superseded values are not recommended for survey control.
 AF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0372.See file dsdata.txt to determine how the superseded data were derived.
 AF0372
 AF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1406480906(NAD 83)
 AF0372_MARKER: Z = SEE DESCRIPTION
 AF0372_SETTING: 0 = UNSPECIFIED SETTING
 AF0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0372
 AF0372  HISTORY     - Date     Condition        Report By
 AF0372  HISTORY     - 1962     MONUMENTED       CGS
 AF0372
 AF0372                          STATION DESCRIPTION
 AF0372
 AF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0372'SEE STATION 100 K WEST PMSS BM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0374 ***********************************************************************
 AF0374  DESIGNATION -  100KW PIER 4 1962
 AF0374  PID         -  AF0374
 AF0374  STATE/COUNTY-  FL/BREVARD
 AF0374  USGS QUAD   -  KENANSVILLE SE (1972)
 AF0374
 AF0374                         *CURRENT SURVEY CONTROL
 AF0374  ___________________________________________________________________
 AF0374* NAD 83(1990)-  27 51 11.05591(N)    080 51 28.12457(W)     ADJUSTED  
 AF0374* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AF0374  ___________________________________________________________________
 AF0374  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AF0374  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AF0374
 AF0374  HORZ ORDER  -  FIRST
 AF0374  VERT ORDER  -  THIRD ? (See Below)
 AF0374
 AF0374.The horizontal coordinates were established by classical geodetic methods
 AF0374.and adjusted by the National Geodetic Survey in May 1991..
 AF0374
 AF0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0374.The vertical order pertains to the NGVD 29 superseded value.
 AF0374
 AF0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0374
 AF0374.The geoid height was determined by GEOID03.
 AF0374
 AF0374;                    North         East     Units Scale Factor Converg.
 AF0374;SPC FL E     -   389,935.654   214,003.948   MT  0.99994360   +0 03 59.2
 AF0374;SPC FL E     - 1,279,313.89    702,111.29   sFT  0.99994360   +0 03 59.2
 AF0374;UTM  17      - 3,080,934.592   513,999.170   MT  0.99960242   +0 03 59.2
 AF0374
 AF0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0374!SPC FL E     -   1.00000204  x   0.99994360  =   0.99994564
 AF0374!UTM  17      -   1.00000204  x   0.99960242  =   0.99960445
 AF0374
 AF0374|---------------------------------------------------------------------|
 AF0374| PID    Reference Object                     Distance      Geod. Az  |
 AF0374|                                                           dddmmss.s |
 AF0374| AF0373 100KW PIER 1 1962                    70.711 METERS 02341     |
 AF0374| AF0376 100K WEST PMSS BM 1962               50.002 METERS 06841     |
 AF0374| AF0371 100KW PIER 2 1962                   100.002 METERS 06841     |
 AF0374| AF6307 PADRICK AZ MK                       APPROX. 1.1 KM 0870245.8 |
 AF0374| AF6306 PADRICK 2                            64.858 METERS 08903     |
 AF0374| AF0372 100KW PIER 3 1962                    70.713 METERS 11341     |
 AF0374| AF0375 100KW BORE 1962                     433.299 METERS 3072140.1 |
 AF0374|---------------------------------------------------------------------|
 AF0374
 AF0374                          SUPERSEDED SURVEY CONTROL
 AF0374
 AF0374  NAD 83(1986)-  27 51 11.06190(N)    080 51 28.14007(W) AD(       ) 1
 AF0374  NAD 27      -  27 51 09.97054(N)    080 51 28.92270(W) AD(       ) 1
 AF0374  NGVD 29 (07/19/86)   14.77   (m)           48.5    (f) LEVELING    3  
 AF0374
 AF0374.Superseded values are not recommended for survey control.
 AF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0374.See file dsdata.txt to determine how the superseded data were derived.
 AF0374
 AF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1399980935(NAD 83)
 AF0374_MARKER: Z = SEE DESCRIPTION
 AF0374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0374_SP_SET: CONCRETE-FILLED STEEL PIPE/PIER
 AF0374_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0374
 AF0374  HISTORY     - Date     Condition        Report By
 AF0374  HISTORY     - 1962     MONUMENTED       CGS
 AF0374
 AF0374                          STATION DESCRIPTION
 AF0374
 AF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0374'STATION IS LOCATED IN A THEODOLITE BUILDING ABOUT 20 MILES WEST OF
 AF0374'THE MISTRAM TRACKING SITE AT VALKARIA, 21-1/2 MILES SOUTHWEST OF
 AF0374'MELBOURNE, 8-1/4 MILES EAST-SOUTHEAST OF KENANSVILLE AND ON
 AF0374'PROPERTY LEASED FROM MR. W.B. PADRICK.  THE PIER IS A 12 INCH
 AF0374'STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY 25
 AF0374'FEET, FILLED WITH CONCRETE, PROJECTS APPROXIMATELY 5 FEET AND
 AF0374'IS INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED A-TOP THE
 AF0374'MARK AND A K AND E GLASS TARGET MOUNTED IN THE CENTER OF THE
 AF0374'TRIBRACH THAT MARKS THE STATION.
 AF0374'
 AF0374'100 KW BORE IS 7 FEET SOUTH OF A SMALL CONCRETE BLOCK BUILDING,
 AF0374'6 FEET EAST OF A BORESIGHT TOWER THAT IS 150 FEET HIGH AND 14 INCHES
 AF0374'NORTH OF A WAVE GUIDE HOUSING.  A SMOOTH BRASS DISK, SET IN A 10 X
 AF0374'10 INCH CONCRETE POST, FLUSH WITH THE SURFACE AND THE DISK IS
 AF0374'STAMPED 100 KW BORE 1962.
 AF0374'
 AF0374'AZIMUTH MARK (PADRICK) IS 27 FEET SOUTHEAST OF THE EAST END OF
 AF0374'A DIPPING VAT, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A SAND
 AF0374'ROAD, 5 FEET WEST OF THE SOUTHEAST LEG OF A WINDMILL AND 2 FEET
 AF0374'NORTH OF A WITNESS POST.  THE MARK IS A 10 X 10 INCH CONCRETE
 AF0374'POST, PROJECTS 4 INCHES, A STANDARD AZIMUTH MARK DISK, SET FLUSH
 AF0374'WITH THE SURFACE AND STAMPED PADRICK 1960.
 AF0374'
 AF0374'PADRICK 2 IS 150 FEET NORTH OF AN EAST-WEST FENCE AND 24 FEET NORTH
 AF0374'OF A SHALLOW DITCH.  THE MARK IS A 10 X 10 INCH CONCRETE POST, FLUSH
 AF0374'WITH THE SURFACE, A STANDARD TRIANGULATION STATION DISK SET FLUSH
 AF0374'AND STAMPED PADRICK 2 1960.
 AF0374'
 AF0374'TO REACH THE AZIMUTH MARK FROM THE SITE, GO EASTERLY ON A GRADED
 AF0374'ROAD FOR 0.85 MILE TO A WINDMILL AND THE MARK AS DESCRIBED.
 AF0374'
 AF0374'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 AF0374'STATE HIGHWAY S-523 IN KENANSVILLE, GO SOUTH ON U.S. HIGHWAY 441
 AF0374'FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT (EAST) ON A NARROW
 AF0374'DIRT ROAD FOR 7.75 MILES TO THE SITE.
 AF0374'
 AF0374'TRAVERSE CONNECTIONS WERE MADE AS SHOWN.
 AF0374'
 AF0374'100 KW IS LOCATED IN AN ANTENNA BUILDING.  IT IS A ROUND
 AF0374'CONCRETE PIER THAT PROJECTS ABOUT 3 FEET AND AN ADJUSTABLE
 AF0374'TRIBRACH BOLTED A-TOP THE PIER WITH A K AND E GLASS TARGET
 AF0374'MOUNTED IN THE CENTER OF THE TRIBRACH THAT MARKS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0045 ***********************************************************************
 AL0045  DESIGNATION -  101 FLHD
 AL0045  PID         -  AL0045
 AL0045  STATE/COUNTY-  FL/PINELLAS
 AL0045  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0045
 AL0045                         *CURRENT SURVEY CONTROL
 AL0045  ___________________________________________________________________
 AL0045* NAD 83(1986)-  28 10 19.     (N)    082 45 05.     (W)     SCALED    
 AL0045* NAVD 88     -         2.549  (meters)       8.36   (feet)  ADJUSTED  
 AL0045  ___________________________________________________________________
 AL0045  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0045  DYNAMIC HT  -           2.545 (meters)       8.35  (feet)  COMP
 AL0045  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AL0045
 AL0045  VERT ORDER  -  SECOND    CLASS II
 AL0045
 AL0045.The horizontal coordinates were scaled from a topographic map and have
 AL0045.an estimated accuracy of +/- 6 seconds.
 AL0045
 AL0045.The orthometric height was determined by differential leveling
 AL0045.and adjusted by the National Geodetic Survey in June 1991..
 AL0045
 AL0045.The geoid height was determined by GEOID03.
 AL0045
 AL0045.The dynamic height is computed by dividing the NAVD 88
 AL0045.geopotential number by the normal gravity value computed on the
 AL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0045.degrees latitude (g = 980.6199 gals.).
 AL0045
 AL0045.The modeled gravity was interpolated from observed gravity values.
 AL0045
 AL0045;                    North         East    Units  Estimated Accuracy
 AL0045;SPC FL W     -   425,490.      126,210.      MT  (+/- 180 meters Scaled)
 AL0045
 AL0045                          SUPERSEDED SURVEY CONTROL
 AL0045
 AL0045  NGVD 29 (??/??/92)    2.807  (m)            9.21   (f) ADJ UNCH    2 2
 AL0045
 AL0045.Superseded values are not recommended for survey control.
 AL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0045.See file dsdata.txt to determine how the superseded data were derived.
 AL0045
 AL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM280174(NAD 83)
 AL0045_MARKER: DD = SURVEY DISK
 AL0045_SETTING: 0 = UNSPECIFIED SETTING
 AL0045_STAMPING: 101 SRD
 AL0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0045
 AL0045  HISTORY     - Date     Condition        Report By
 AL0045  HISTORY     - UNK      MONUMENTED       FLHD
 AL0045  HISTORY     - 1975     GOOD             FLDT
 AL0045  HISTORY     - 1990     GOOD             USPSQD
 AL0045
 AL0045                          STATION DESCRIPTION
 AL0045
 AL0045'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0045'2 MI N FROM TARPON SPRINGS.
 AL0045'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0045'ALT. HIGHWAY 19, RUN SOUTHEASTERLY ON U.S. ALT. HIGHWAY 19
 AL0045'FOR 1.0 MILE.  STATION ON LEFT, 36 FT. EAST OF CENTER OF U.S.
 AL0045'ALT. HIGHWAY 19, 300 FT. SOUTH OF ANCLOTE BLVD.  SET IN
 AL0045'TOP OF HEADWALL.  SECTION 1, T 27S, R 15E
 AL0045
 AL0045                          STATION RECOVERY (1990)
 AL0045
 AL0045'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2718 ***********************************************************************
 AK2718  DESIGNATION -  10.11
 AK2718  PID         -  AK2718
 AK2718  STATE/COUNTY-  FL/BREVARD
 AK2718  USGS QUAD   -  COCOA (1984)
 AK2718
 AK2718                         *CURRENT SURVEY CONTROL
 AK2718  ___________________________________________________________________
 AK2718* NAD 83(1986)-  28 21 23.     (N)    080 42 58.     (W)     SCALED    
 AK2718* NAVD 88     -         2.666  (meters)       8.75   (feet)  ADJUSTED  
 AK2718  ___________________________________________________________________
 AK2718  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK2718  DYNAMIC HT  -           2.662 (meters)       8.73  (feet)  COMP
 AK2718  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 AK2718
 AK2718  VERT ORDER  -  FIRST     CLASS II
 AK2718
 AK2718.The horizontal coordinates were scaled from a topographic map and have
 AK2718.an estimated accuracy of +/- 6 seconds.
 AK2718
 AK2718.The orthometric height was determined by differential leveling
 AK2718.and adjusted by the National Geodetic Survey in June 1991..
 AK2718
 AK2718.The geoid height was determined by GEOID03.
 AK2718
 AK2718.The dynamic height is computed by dividing the NAVD 88
 AK2718.geopotential number by the normal gravity value computed on the
 AK2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2718.degrees latitude (g = 980.6199 gals.).
 AK2718
 AK2718.The modeled gravity was interpolated from observed gravity values.
 AK2718
 AK2718;                    North         East    Units  Estimated Accuracy
 AK2718;SPC FL E     -   445,740.      227,830.      MT  (+/- 180 meters Scaled)
 AK2718
 AK2718                          SUPERSEDED SURVEY CONTROL
 AK2718
 AK2718  NGVD 29 (??/??/92)    3.089  (m)           10.13   (f) ADJ UNCH    1 2
 AK2718
 AK2718.Superseded values are not recommended for survey control.
 AK2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2718.See file dsdata.txt to determine how the superseded data were derived.
 AK2718
 AK2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM278367(NAD 83)
 AK2718_MARKER: DD = SURVEY DISK
 AK2718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK2718_SP_SET: BRIDGE
 AK2718_STAMPING: 10.11
 AK2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2718+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2003
 AK2718
 AK2718  HISTORY     - Date     Condition        Report By
 AK2718  HISTORY     - UNK      MONUMENTED       FLDT
 AK2718  HISTORY     - 1970     GOOD             NGS
 AK2718  HISTORY     - 1971     GOOD             NGS
 AK2718  HISTORY     - 1987     POOR             USPSQD
 AK2718  HISTORY     - 19970425 POOR             USPSQD
 AK2718  HISTORY     - 20030810 GOOD             USPSQD
 AK2718  HISTORY     - 20060131 POOR             USPSQD
 AK2718
 AK2718                          STATION DESCRIPTION
 AK2718
 AK2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2718'0.7 MI W FROM MERRITT ISLAND.
 AK2718'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 520 FROM THE JUNCTION
 AK2718'OF STATE HIGHWAY 3 S AT MERRITT ISLAND, THENCE 0.15 MILE WEST
 AK2718'ALONG OLD HIGHWAY 520, 12.5 FEET SOUTH OF THE CENTER LINE OF
 AK2718'THE OLD HIGHWAY, SET ON THE TOP OF THE SOUTH CURBING OVER THE
 AK2718'EAST ABUTMENT OF THE OLD BRIDGE OVER THE INDIAN RIVER AND ABOUT
 AK2718'1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  SEC 34, T24S, R36E.
 AK2718'NOTE-- THE BRIDGE IS NOW ABANDONED FOR HIGHWAY TRAFFIC AND IS
 AK2718'USED AS A FISHING PIER ONLY.
 AK2718
 AK2718                          STATION RECOVERY (1971)
 AK2718
 AK2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2718'RECOVERED IN GOOD CONDITION.
 AK2718
 AK2718                          STATION RECOVERY (1987)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2718'MARK RECOVERED IN POOR CONDITION.
 AK2718
 AK2718                          STATION RECOVERY (1997)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2718'MARK RECOVERED IN POOR CONDITION.
 AK2718
 AK2718                          STATION RECOVERY (2003)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK2718'MARK IS IN GOOD CONDITION BUT STAMPING IS DIFFICULT TO READ
 AK2718
 AK2718                          STATION RECOVERY (2006)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 AK2718'DISC IS WORN AND DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7231 ***********************************************************************
 AK7231  DESIGNATION -  1015
 AK7231  PID         -  AK7231
 AK7231  STATE/COUNTY-  FL/ORANGE
 AK7231  USGS QUAD   -  WINDERMERE (1980)
 AK7231
 AK7231                         *CURRENT SURVEY CONTROL
 AK7231  ___________________________________________________________________
 AK7231* NAD 83(1986)-  28 23 54.     (N)    081 31 22.     (W)     SCALED    
 AK7231* NAVD 88     -        33.746  (meters)     110.72   (feet)  ADJUSTED  
 AK7231  ___________________________________________________________________
 AK7231  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AK7231  DYNAMIC HT  -          33.697 (meters)     110.55  (feet)  COMP
 AK7231  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 AK7231
 AK7231  VERT ORDER  -  SECOND    CLASS I
 AK7231
 AK7231.The horizontal coordinates were scaled from a topographic map and have
 AK7231.an estimated accuracy of +/- 6 seconds.
 AK7231
 AK7231.The orthometric height was determined by differential leveling
 AK7231.and adjusted by the National Geodetic Survey in December 1995..
 AK7231
 AK7231.The geoid height was determined by GEOID03.
 AK7231
 AK7231.The dynamic height is computed by dividing the NAVD 88
 AK7231.geopotential number by the normal gravity value computed on the
 AK7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7231.degrees latitude (g = 980.6199 gals.).
 AK7231
 AK7231.The modeled gravity was interpolated from observed gravity values.
 AK7231
 AK7231;                    North         East    Units  Estimated Accuracy
 AK7231;SPC FL E     -   450,460.      148,770.      MT  (+/- 180 meters Scaled)
 AK7231
 AK7231                          SUPERSEDED SURVEY CONTROL
 AK7231
 AK7231.No superseded survey control is available for this station.
 AK7231
 AK7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM487414(NAD 83)
 AK7231_MARKER: DD = SURVEY DISK
 AK7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7231_SP_SET: SQUARE CONCRETE MONUMENT
 AK7231_STAMPING: 1015
 AK7231_MARK LOGO: FL-095
 AK7231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7231+STABILITY: SURFACE MOTION
 AK7231
 AK7231  HISTORY     - Date     Condition        Report By
 AK7231  HISTORY     - UNK      MONUMENTED       FL-095
 AK7231  HISTORY     - 19901004 GOOD             FL-095
 AK7231  HISTORY     - 20031003 MARK NOT FOUND   FL-105
 AK7231
 AK7231                          STATION DESCRIPTION
 AK7231
 AK7231'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7231'4X4 CONCRETE MONUMENT WITH BRASS ORANGE COUNTY CONTROL DISC, ABOUT 40
 AK7231'FT (12.2 M) SOUTH OF CENTER LINE OF SR 535, ABOUT 84 FT (25.6 M)
 AK7231'EAST-SOUTHEAST OF POWER POLE NUMBER 957418, ABOUT 93 FT (28.3 M)
 AK7231'WEST-SOUTHWEST OF POWER POLE NUMBER 907670.  ALSO SOUTHWEST OF
 AK7231'INTERSECTION OF SR 535 AND GOLF CART BRIDGE.  T23S, R27E, SECTION 13.
 AK7231'(DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK7231
 AK7231                          STATION RECOVERY (2003)
 AK7231
 AK7231'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK7231'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK7231'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0924 ***********************************************************************
 AK0924  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0924  DESIGNATION -  10.18
 AK0924  PID         -  AK0924
 AK0924  STATE/COUNTY-  FL/BREVARD
 AK0924  USGS QUAD   -  TITUSVILLE (1988)
 AK0924
 AK0924                         *CURRENT SURVEY CONTROL
 AK0924  ___________________________________________________________________
 AK0924* NAD 83(1986)-  28 37 10.     (N)    080 47 59.     (W)     SCALED    
 AK0924* NAVD 88     -         2.700  (meters)       8.86   (feet)  ADJUSTED  
 AK0924  ___________________________________________________________________
 AK0924  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK0924  DYNAMIC HT  -           2.697 (meters)       8.85  (feet)  COMP
 AK0924  MODELED GRAV-     979,233.6   (mgal)                       NAVD 88
 AK0924
 AK0924  VERT ORDER  -  FIRST     CLASS II
 AK0924
 AK0924.The horizontal coordinates were scaled from a topographic map and have
 AK0924.an estimated accuracy of +/- 6 seconds.
 AK0924
 AK0924.The orthometric height was determined by differential leveling
 AK0924.and adjusted by the National Geodetic Survey in May 1994..
 AK0924
 AK0924.This Tidal Bench Mark is designated as VM 5346
 AK0924.by the Center for Operational Oceanographic Products and Services.
 AK0924
 AK0924.The geoid height was determined by GEOID03.
 AK0924
 AK0924.The dynamic height is computed by dividing the NAVD 88
 AK0924.geopotential number by the normal gravity value computed on the
 AK0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0924.degrees latitude (g = 980.6199 gals.).
 AK0924
 AK0924.The modeled gravity was interpolated from observed gravity values.
 AK0924
 AK0924;                    North         East    Units  Estimated Accuracy
 AK0924;SPC FL E     -   474,870.      219,590.      MT  (+/- 180 meters Scaled)
 AK0924
 AK0924                          SUPERSEDED SURVEY CONTROL
 AK0924
 AK0924  NAVD 88 (06/15/91)    2.690  (m)            8.83   (f) UNKNOWN     1 2
 AK0924  NGVD 29 (09/01/92)    3.092  (m)           10.14   (f) ADJUSTED    1 2
 AK0924
 AK0924.Superseded values are not recommended for survey control.
 AK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0924.See file dsdata.txt to determine how the superseded data were derived.
 AK0924
 AK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM195658(NAD 83)
 AK0924_MARKER: DD = SURVEY DISK
 AK0924_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK0924_SP_SET: BRIDGE ABUTMENT
 AK0924_STAMPING: 10.18
 AK0924_MARK LOGO: FLHD  
 AK0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK0924+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 AK0924
 AK0924  HISTORY     - Date     Condition        Report By
 AK0924  HISTORY     - UNK      MONUMENTED       FLHD
 AK0924  HISTORY     - 1970     GOOD             NGS
 AK0924  HISTORY     - 1984     GOOD             USPSQD
 AK0924  HISTORY     - 19910221 GOOD             NGS
 AK0924  HISTORY     - 19991006 GOOD             FLDEP
 AK0924
 AK0924                          STATION DESCRIPTION
 AK0924
 AK0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0924'0.6 MI NE FROM TITUSVILLE.
 AK0924'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 402 FROM THE
 AK0924'JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 406 AT TITUSVILLE,
 AK0924'SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 AK0924'ABUTMENT FOR THE LARGE HIGHWAY DRAWBRIDGE OVER THE INDIAN
 AK0924'RIVER, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 AK0924'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AK0924
 AK0924                          STATION RECOVERY (1984)
 AK0924
 AK0924'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0924'RECOVERED IN GOOD CONDITION.
 AK0924
 AK0924                          STATION RECOVERY (1991)
 AK0924
 AK0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK0924'0.8 KM (0.5 MI) EASTERLY ALONG STATE HIGHWAY 402 EAST (A MAX BREWER
 AK0924'MEMORIAL PARKWAY) FROM THE JUNCTION OF U.S. HIGHWAY 1 (WASHINGTON
 AK0924'AVENUE) IN TITUSVILLE, IN TOP OF AND 1.0 M (3.3 FT) NORTHWEST OF THE
 AK0924'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY
 AK0924'BRIDGE SPANNING THE EAST BRANCH OF THE INDIAN RIVER, 5.0 M (16.4 FT)
 AK0924'SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE
 AK0924'LEVEL OF THE HIGHWAY.
 AK0924
 AK0924                          STATION RECOVERY (1999)
 AK0924
 AK0924'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AK0924'THE MARK IS IN TITUSVILLE AT THE SOUTHWEST END OF THE MAX BREWER
 AK0924'MEMORIAL PARKWAY BRIDGE (NUMBER 704049) ON THE WEST SIDE OF THE INDIAN
 AK0924'RIVER, IN SECTION 34, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE
 AK0924'MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S.
 AK0924'HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE
 AK0924'HIGHWAY 402 (A MAX BREWER MEMORIAL PARKWAY) FOR 0.5 MI (0.8 KM) TO THE
 AK0924'MARK ON THE RIGHT, SET IN TOP OF THE SOUTHWEST ABUTMENT OF THE MAX
 AK0924'BREWER MEMORIAL PARKWAY BRIDGE AND 0.7 FT (21.3 CM) ABOVE THE LEVEL OF
 AK0924'STATE HIGHWAY 402. LOCATED 36.2 FT (11.0 M) SOUTHEAST OF A STORM WATER
 AK0924'MANHOLE COVER, 20.9 FT (6.4 M) WEST OF SURVEY DISK IWBV 202, 17.8 FT
 AK0924'(5.4 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 AK0924'402, 5.8 FT (1.8 M) SOUTH-SOUTHEAST OF THE SOUTH CURB OF THE BRIDGE
 AK0924'AND 3.1 FT (0.9 M) NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 AK0924'ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9533 ***********************************************************************
 AG9533  DESIGNATION -  102
 AG9533  PID         -  AG9533
 AG9533  STATE/COUNTY-  FL/SARASOTA
 AG9533  USGS QUAD   -  VENICE (1987)
 AG9533
 AG9533                         *CURRENT SURVEY CONTROL
 AG9533  ___________________________________________________________________
 AG9533* NAD 83(1999)-  27 07 21.06077(N)    082 27 13.18552(W)     ADJUSTED  
 AG9533* NAVD 88     -         3.0    (meters)      10.     (feet)  GPS OBS   
 AG9533  ___________________________________________________________________
 AG9533  X           -     746,033.699 (meters)                     COMP
 AG9533  Y           -  -5,631,491.011 (meters)                     COMP
 AG9533  Z           -   2,890,295.215 (meters)                     COMP
 AG9533  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AG9533  ELLIP HEIGHT-         -20.95  (meters)          (06/19/01) GPS OBS
 AG9533  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AG9533
 AG9533  HORZ ORDER  -  FIRST
 AG9533  ELLP ORDER  -  FOURTH    CLASS I
 AG9533
 AG9533.The horizontal coordinates were established by GPS observations
 AG9533.and adjusted by the National Geodetic Survey in June 2001..
 AG9533
 AG9533.The orthometric height was determined by GPS observations and a
 AG9533.high-resolution geoid model.
 AG9533
 AG9533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9533
 AG9533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9533
 AG9533.The ellipsoidal height was determined by GPS observations
 AG9533.and is referenced to NAD 83.
 AG9533
 AG9533.The geoid height was determined by GEOID03.
 AG9533
 AG9533;                    North         East     Units Scale Factor Converg.
 AG9533;SPC FL W     -   309,059.851   155,023.035   MT  0.99996614   -0 12 24.6
 AG9533;SPC FL W     - 1,013,973.86    508,604.74   sFT  0.99996614   -0 12 24.6
 AG9533;UTM  17      - 3,000,838.594   355,922.121   MT  0.99985626   -0 39 46.2
 AG9533
 AG9533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9533!SPC FL W     -   1.00000329  x   0.99996614  =   0.99996943
 AG9533!UTM  17      -   1.00000329  x   0.99985626  =   0.99985955
 AG9533
 AG9533                          SUPERSEDED SURVEY CONTROL
 AG9533
 AG9533  NAD 83(1990)-  27 07 21.05944(N)    082 27 13.18500(W) AD(       ) 1
 AG9533  ELLIP H (05/09/94)  -20.90   (m)                       GP(       ) 4 2
 AG9533
 AG9533.Superseded values are not recommended for survey control.
 AG9533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9533.See file dsdata.txt to determine how the superseded data were derived.
 AG9533
 AG9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5592200839(NAD 83)
 AG9533_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9533_SP_SET: CONCRETE POST
 AG9533_STAMPING: 102
 AG9533_MARK LOGO: FL-115
 AG9533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9533+STABILITY: SURFACE MOTION
 AG9533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9533+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9533
 AG9533  HISTORY     - Date     Condition        Report By
 AG9533  HISTORY     - 1992     MONUMENTED       FL-115
 AG9533  HISTORY     - 20010719 MARK NOT FOUND   USPSQD
 AG9533  HISTORY     - 20020227 MARK NOT FOUND   USPSQD
 AG9533  HISTORY     - 20030929 MARK NOT FOUND   FL-115
 AG9533
 AG9533                          STATION DESCRIPTION
 AG9533
 AG9533'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9533'TO REACH THE STATION FROM THE INTERSECTION OF ALBEE ROAD AND U.S.
 AG9533'HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO SOUTH ON U.S.
 AG9533'HIGHWAY 41 (TAMIAMI TRAIL), 0.15 MI (0.24 KM) TO THE STATION ON THE
 AG9533'RIGHT.
 AG9533'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---102---
 AG9533'SET IN A 10-INCH ROUND CONCRETE MONUMENT THAT IS 5-INCHES BELOW THE
 AG9533'GROUND. IT IS 19.1 FT (5.82 M) SOUTHWESTERLY OF THE CENTERLINE OF
 AG9533'SOUTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 30.1 FT (9.17 M)
 AG9533'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9533'REFERENCES--
 AG9533'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9533'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPHALT
 AG9533'PAVEMENT ROAD BED FOR SOUTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9533'IS 8.06 FT (2.46 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 102,
 AG9533'AND 9.88 FT (3.01 M)NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9533'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9533'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPHALT
 AG9533'PAVEMENT ROAD BED FOR SOUTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9533'IS 8.6 FT (2.62 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 102,
 AG9533'9.88 FT (3.01 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9533
 AG9533                          STATION RECOVERY (2001)
 AG9533
 AG9533'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG9533' 
 AG9533' WITNESS POST FOUND LOCATED SOUTH OF PALMETTO RD. IN LEE WINGATE PLAZA
 AG9533' 
 AG9533' 
 AG9533' UNABLE TO LOCATE REFERENCE MARKS 1 OR 2.
 AG9533
 AG9533                          STATION RECOVERY (2002)
 AG9533
 AG9533'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9533'102
 AG9533'COULD NOT PENETRATE MARL AT MARK LOCATION
 AG9533'102RM1
 AG9533'102RM2
 AG9533
 AG9533                          STATION RECOVERY (2003)
 AG9533
 AG9533'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2403 ***********************************************************************
 BC2403  DESIGNATION -  102 CMP
 BC2403  PID         -  BC2403
 BC2403  STATE/COUNTY-  FL/NASSAU
 BC2403  USGS QUAD   -  HILLIARD (1992)
 BC2403
 BC2403                         *CURRENT SURVEY CONTROL
 BC2403  ___________________________________________________________________
 BC2403* NAD 83(1986)-  30 42 51.     (N)    081 54 34.     (W)     SCALED    
 BC2403* NAVD 88     -        17.210  (meters)      56.46   (feet)  ADJUSTED  
 BC2403  ___________________________________________________________________
 BC2403  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BC2403  DYNAMIC HT  -          17.188 (meters)      56.39  (feet)  COMP
 BC2403  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 BC2403
 BC2403  VERT ORDER  -  SECOND    CLASS I
 BC2403
 BC2403.The horizontal coordinates were scaled from a topographic map and have
 BC2403.an estimated accuracy of +/- 6 seconds.
 BC2403
 BC2403.The orthometric height was determined by differential leveling
 BC2403.and adjusted by the National Geodetic Survey in June 1991..
 BC2403
 BC2403.The geoid height was determined by GEOID03.
 BC2403
 BC2403.The dynamic height is computed by dividing the NAVD 88
 BC2403.geopotential number by the normal gravity value computed on the
 BC2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2403.degrees latitude (g = 980.6199 gals.).
 BC2403
 BC2403.The modeled gravity was interpolated from observed gravity values.
 BC2403
 BC2403;                    North         East    Units  Estimated Accuracy
 BC2403;SPC FL E     -   707,390.      112,890.      MT  (+/- 180 meters Scaled)
 BC2403
 BC2403                          SUPERSEDED SURVEY CONTROL
 BC2403
 BC2403.No superseded survey control is available for this station.
 BC2403
 BC2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP129982(NAD 83)
 BC2403_MARKER: DD = SURVEY DISK
 BC2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2403_SP_SET: CONCRETE POST
 BC2403_STAMPING: 102 CM9 1970
 BC2403_MARK LOGO: USGS  
 BC2403_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2403+STABILITY: SURFACE MOTION
 BC2403
 BC2403  HISTORY     - Date     Condition        Report By
 BC2403  HISTORY     - 1970     MONUMENTED       USGS
 BC2403  HISTORY     - 1985     GOOD             FLDNR
 BC2403
 BC2403                          STATION DESCRIPTION
 BC2403
 BC2403'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2403'1.8 MI NE FROM HILLIARD.
 BC2403'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2403'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S-115A, GO
 BC2403'1.2 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 40
 BC2403'FEET EAST OF THE CENTERLINE OF S-115A, 19 FEET NORTH OF THE
 BC2403'CENTERLINE OF A DIRT ROAD, AND 1 FOOT WEST OF A POWER POLE WITH A
 BC2403'WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0046 ***********************************************************************
 AL0046  DESIGNATION -  102 FLHD
 AL0046  PID         -  AL0046
 AL0046  STATE/COUNTY-  FL/PINELLAS
 AL0046  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0046
 AL0046                         *CURRENT SURVEY CONTROL
 AL0046  ___________________________________________________________________
 AL0046* NAD 83(1986)-  28 09 55.     (N)    082 45 23.     (W)     SCALED    
 AL0046* NAVD 88     -         0.996  (meters)       3.27   (feet)  ADJUSTED  
 AL0046  ___________________________________________________________________
 AL0046  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AL0046  DYNAMIC HT  -           0.994 (meters)       3.26  (feet)  COMP
 AL0046  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AL0046
 AL0046  VERT ORDER  -  SECOND    CLASS II
 AL0046
 AL0046.The horizontal coordinates were scaled from a topographic map and have
 AL0046.an estimated accuracy of +/- 6 seconds.
 AL0046
 AL0046.The orthometric height was determined by differential leveling
 AL0046.and adjusted by the National Geodetic Survey in June 1991..
 AL0046
 AL0046.The geoid height was determined by GEOID03.
 AL0046
 AL0046.The dynamic height is computed by dividing the NAVD 88
 AL0046.geopotential number by the normal gravity value computed on the
 AL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0046.degrees latitude (g = 980.6199 gals.).
 AL0046
 AL0046.The modeled gravity was interpolated from observed gravity values.
 AL0046
 AL0046;                    North         East    Units  Estimated Accuracy
 AL0046;SPC FL W     -   424,760.      125,720.      MT  (+/- 180 meters Scaled)
 AL0046
 AL0046                          SUPERSEDED SURVEY CONTROL
 AL0046
 AL0046  NGVD 29 (??/??/92)    1.254  (m)            4.11   (f) ADJ UNCH    2 2
 AL0046
 AL0046.Superseded values are not recommended for survey control.
 AL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0046.See file dsdata.txt to determine how the superseded data were derived.
 AL0046
 AL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275167(NAD 83)
 AL0046_MARKER: DD = SURVEY DISK
 AL0046_SETTING: 0 = UNSPECIFIED SETTING
 AL0046_STAMPING: 102 SRD
 AL0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0046
 AL0046  HISTORY     - Date     Condition        Report By
 AL0046  HISTORY     - UNK      MONUMENTED       FLHD
 AL0046  HISTORY     - 1975     GOOD             FLDT
 AL0046  HISTORY     - 1990     GOOD             USPSQD
 AL0046
 AL0046                          STATION DESCRIPTION
 AL0046
 AL0046'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0046'1.3 MI N FROM TARPON SPRINGS.
 AL0046'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0046'ALT. HIGHWAY 19, RUN SOUTHWESTERLY ON U.S. ALT HIGHWAY 19 AND
 AL0046'1.5 MILE.  STATION ON LEFT, 28 FT. EAST OF U.S. ALT HIGHWAY 19,
 AL0046'100 FT. NORTH OF RAIL ROAD TRACKS.  SET IN TOP OF A HEADWALL.
 AL0046'SECTION 1, T27S, R15E.
 AL0046
 AL0046                          STATION RECOVERY (1990)
 AL0046
 AL0046'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9262 ***********************************************************************
 DG9262  DESIGNATION -  102 JAS
 DG9262  PID         -  DG9262
 DG9262  STATE/COUNTY-  FL/MARION
 DG9262  USGS QUAD   -  LAKE KERR (1994)
 DG9262
 DG9262                         *CURRENT SURVEY CONTROL
 DG9262  ___________________________________________________________________
 DG9262* NAD 83(1986)-  29 17 49.     (N)    081 46 16.     (W)     SCALED    
 DG9262* NAVD 88     -        21.998  (meters)      72.17   (feet)  ADJUSTED  
 DG9262  ___________________________________________________________________
 DG9262  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG9262  DYNAMIC HT  -          21.968 (meters)      72.07  (feet)  COMP
 DG9262  MODELED GRAV-     979,253.7   (mgal)                       NAVD 88
 DG9262
 DG9262  VERT ORDER  -  SECOND    CLASS I
 DG9262
 DG9262.The horizontal coordinates were scaled from a topographic map and have
 DG9262.an estimated accuracy of +/- 6 seconds.
 DG9262
 DG9262.The orthometric height was determined by differential leveling
 DG9262.and adjusted by the National Geodetic Survey in June 2005..
 DG9262
 DG9262.Photographs are available for this station.
 DG9262
 DG9262.The geoid height was determined by GEOID03.
 DG9262
 DG9262.The dynamic height is computed by dividing the NAVD 88
 DG9262.geopotential number by the normal gravity value computed on the
 DG9262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9262.degrees latitude (g = 980.6199 gals.).
 DG9262
 DG9262.The modeled gravity was interpolated from observed gravity values.
 DG9262
 DG9262;                    North         East    Units  Estimated Accuracy
 DG9262;SPC FL W     -   549,960.      222,240.      MT  (+/- 180 meters Scaled)
 DG9262
 DG9262                          SUPERSEDED SURVEY CONTROL
 DG9262
 DG9262.No superseded survey control is available for this station.
 DG9262
 DG9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN251411(NAD 83)
 DG9262_MARKER: DD = SURVEY DISK
 DG9262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9262_STAMPING: 102 JAS 1966 73
 DG9262_MARK LOGO: USGS  
 DG9262_PROJECTION: FLUSH
 DG9262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9262+STABILITY: SURFACE MOTION
 DG9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9262+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9262
 DG9262  HISTORY     - Date     Condition        Report By
 DG9262  HISTORY     - 1966     MONUMENTED       USGS
 DG9262  HISTORY     - 20030624 GOOD             FLDEP
 DG9262
 DG9262                          STATION DESCRIPTION
 DG9262
 DG9262'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9262'THE MARK IS ABOUT 12.3 MI NORTHEAST OF FOREST CORNERS, 3.7 MI
 DG9262'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 11, TOWNSHIP 14 SOUTH,
 DG9262'RANGE 25 EAST.
 DG9262' 
 DG9262'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 AND COUNTY
 DG9262'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE HIGHWAY 40 FOR
 DG9262'7.55 MI TO THE JUNCTION OF FOREST  ROAD FR 88 (NORTHEAST 231 AVENUE,
 DG9262'NORTHEAST 230 AVENUE, NORTHEAST 203RD AVENUE) ON  THE LEFT, TURN LEFT
 DG9262'ON FOREST ROAD FR 88 (NORTHEAST 231 AVENUE, NORTHEAST 230 AVENUE,
 DG9262'NORTHEAST 203RD AVENUE) AND GO NORTH FOR 8.2 MI TO THE INTERSECTION OF
 DG9262'FOREST ROAD  NUMBER 90 AND THE MARK ON THE LEFT.  THE MARK CAN ALSO BE
 DG9262'REACHED FROM THE POST OFFICE  AT THE JUNCTION OF COUNTY ROAD 316 AND
 DG9262'STATE ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS,  GO SOUTH ON STATE
 DG9262'HIGHWAY 19 FOR 0.95 MI TO THE JUNCTION OF COUNTY ROAD 314 ON THE
 DG9262'RIGHT, BEAR RIGHT ON COUNTY ROAD 314 AND GO SOUTH-SOUTHWEST FOR 2.7 MI
 DG9262'TO THE JUNCTION  OF NORTHEAST 230 AVENUE (FOREST ROAD 88, NORTHEAST
 DG9262'203RD AVENUE ROAD) ON THE RIGHT  AND NORTHEAST 231 AVENUE (FOREST ROAD
 DG9262'FR 88, NORTHEAST 203RD AVENUE ROAD) ON THE LEFT,  TURN LEFT ON
 DG9262'NORTHEAST 231 AVENUE (FOREST ROAD FR 88, NORTHEAST 203RD AVENUE ROAD)
 DG9262'AND GO SOUTH FOR 2.1 MI TO THE JUNCTION OF FOREST ROAD NUMBER 90 ON
 DG9262'THE LEFT AND THE  MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DG9262'CONCRETE MONUMENT FLUSH WITH THE GROUND  AND ABOUT 1.0 FT BELOW THE
 DG9262'LEVEL OF FOREST ROAD FR 88.
 DG9262' 
 DG9262'LOCATED 28.4 FT WEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST 203RD
 DG9262'AVENUE ROAD, 4.0  FT WEST OF A 0.4 FT SQUARE WOODEN POST WITH A 88
 DG9262'SIGN ATTACHED AND 3.0 FT NORTH OF THE  EXTENDED CENTERLINE OF FOREST
 DG9262'ROAD NUMBER 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6246 ***********************************************************************
 AE6246  DESIGNATION -  1024 20
 AE6246  PID         -  AE6246
 AE6246  STATE/COUNTY-  FL/BREVARD
 AE6246  USGS QUAD   -  FELLSMERE (1992)
 AE6246
 AE6246                         *CURRENT SURVEY CONTROL
 AE6246  ___________________________________________________________________
 AE6246* NAD 83(1986)-  27 49 46.     (N)    080 32 55.     (W)     SCALED    
 AE6246* NAVD 88     -         7.107  (meters)      23.32   (feet)  ADJUSTED  
 AE6246  ___________________________________________________________________
 AE6246  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AE6246  DYNAMIC HT  -           7.097 (meters)      23.28  (feet)  COMP
 AE6246  MODELED GRAV-     979,161.7   (mgal)                       NAVD 88
 AE6246
 AE6246  VERT ORDER  -  SECOND    CLASS I
 AE6246
 AE6246.The horizontal coordinates were scaled from a topographic map and have
 AE6246.an estimated accuracy of +/- 6 seconds.
 AE6246
 AE6246.The orthometric height was determined by differential leveling
 AE6246.and adjusted by the National Geodetic Survey in February 1998..
 AE6246
 AE6246.The geoid height was determined by GEOID03.
 AE6246
 AE6246.The dynamic height is computed by dividing the NAVD 88
 AE6246.geopotential number by the normal gravity value computed on the
 AE6246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6246.degrees latitude (g = 980.6199 gals.).
 AE6246
 AE6246.The modeled gravity was interpolated from observed gravity values.
 AE6246
 AE6246;                    North         East    Units  Estimated Accuracy
 AE6246;SPC FL E     -   387,390.      244,470.      MT  (+/- 180 meters Scaled)
 AE6246
 AE6246                          SUPERSEDED SURVEY CONTROL
 AE6246
 AE6246.No superseded survey control is available for this station.
 AE6246
 AE6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL444783(NAD 83)
 AE6246_MARKER: DD = SURVEY DISK
 AE6246_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6246_STAMPING: BM 1024-20
 AE6246_MARK LOGO: SJRWMD
 AE6246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6246+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6246
 AE6246  HISTORY     - Date     Condition        Report By
 AE6246  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6246  HISTORY     - 19950630 GOOD             FLDEP
 AE6246
 AE6246                          STATION DESCRIPTION
 AE6246
 AE6246'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6246'THE MARK IS ABOUT 8.0 MI (12.9 KM) NORTHWEST OF FELLSMERE ALONG CANAL
 AE6246'54 IN THE FLEMING GRANT ESTIMATED SECTION 32, TOWNSHIP 30 SOUTH, RANGE
 AE6246'37 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FELLSMERE, GO WEST
 AE6246'ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF COUNTY
 AE6246'ROAD 507 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET)
 AE6246'AND GO NORTH FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN WEST (SOUTH
 AE6246'CAROLINE AVENUE), TURN LEFT ON COUNTY ROAD 507 AND GO WEST FOR 0.4 MI
 AE6246'(0.6 KM) TO A 90 DEGREE TURN NORTH (138TH AVENUE), TURN RIGHT ON
 AE6246'COUNTY ROAD 507 AND GO NORTH FOR 3.4 MI (5.5 KM) TO THE INTERSECTION
 AE6246'OF CANAL 54 AND THE JUNCTION OF A GRADED ROAD ON THE RIGHT ON THE
 AE6246'NORTH SIDE OF CANAL 54, TURN RIGHT ON THE GRADED ROAD, PASSING THROUGH
 AE6246'A LOCKED GATE AND GO EAST FOR 3.65 MI (5.87 KM) TO THE MARK ON THE
 AE6246'RIGHT, A SJRWMD ALUMINUM DISC, SET ON THE TOP OF A 1-INCH IRON POPE
 AE6246'SURROUNDED BY A STOVE PIPE FILLED WITH CONCRETE ABOUT 50.0 FT (15.2 M)
 AE6246'BELOW THE TOP CENTER OF THE BERN, FLUSH WITH THE GROUND AND 0.6 FT
 AE6246'(18.3 CM) ABOVE THE GRADED ROAD. LOCATED ABOUT 236.0 FT (71.9 M) NORTH
 AE6246'OF THE NORTH SIDE OF CANAL 54, 180.3 FT (55.0 M) SOUTHEAST OF A POWER
 AE6246'POLE, 90.0 FT (27.4 M) SOUTH OF THE APPROXIMATE CENTER OF THE GRADED
 AE6246'ROAD, 85.1 FT (25.9 M) NORTH OF THE CENTER TOP BERN, 1.3 FT (0.4 M)
 AE6246'EAST OF A 0.2 FT (6.1 CM) WOODEN POST AND 0.7 FT (21.3 CM) NORTH OF A
 AE6246'CARSONITE WITNESS POST. NOTE FOR KEY CONTACT TOMMY WATERS, ST.  JOHN
 AE6246'WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6247 ***********************************************************************
 AE6247  DESIGNATION -  1024 20 RM 1
 AE6247  PID         -  AE6247
 AE6247  STATE/COUNTY-  FL/BREVARD
 AE6247  USGS QUAD   -  FELLSMERE (1992)
 AE6247
 AE6247                         *CURRENT SURVEY CONTROL
 AE6247  ___________________________________________________________________
 AE6247* NAD 83(1986)-  27 49 49.     (N)    080 32 23.     (W)     SCALED    
 AE6247* NAVD 88     -         6.259  (meters)      20.53   (feet)  ADJUSTED  
 AE6247  ___________________________________________________________________
 AE6247  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AE6247  DYNAMIC HT  -           6.250 (meters)      20.51  (feet)  COMP
 AE6247  MODELED GRAV-     979,162.0   (mgal)                       NAVD 88
 AE6247
 AE6247  VERT ORDER  -  SECOND    CLASS I
 AE6247
 AE6247.The horizontal coordinates were scaled from a topographic map and have
 AE6247.an estimated accuracy of +/- 6 seconds.
 AE6247
 AE6247.The orthometric height was determined by differential leveling
 AE6247.and adjusted by the National Geodetic Survey in February 1998..
 AE6247
 AE6247.The geoid height was determined by GEOID03.
 AE6247
 AE6247.The dynamic height is computed by dividing the NAVD 88
 AE6247.geopotential number by the normal gravity value computed on the
 AE6247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6247.degrees latitude (g = 980.6199 gals.).
 AE6247
 AE6247.The modeled gravity was interpolated from observed gravity values.
 AE6247
 AE6247;                    North         East    Units  Estimated Accuracy
 AE6247;SPC FL E     -   387,490.      245,340.      MT  (+/- 180 meters Scaled)
 AE6247
 AE6247                          SUPERSEDED SURVEY CONTROL
 AE6247
 AE6247.No superseded survey control is available for this station.
 AE6247
 AE6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL453784(NAD 83)
 AE6247_MARKER: DD = SURVEY DISK
 AE6247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE6247_SP_SET: FLOOD CONTROL STRUCTURE
 AE6247_STAMPING: 1024 20 RM 1
 AE6247_MARK LOGO: USE   
 AE6247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6247+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6247
 AE6247  HISTORY     - Date     Condition        Report By
 AE6247  HISTORY     - UNK      MONUMENTED       USE
 AE6247  HISTORY     - 19950630 GOOD             FLDEP
 AE6247
 AE6247                          STATION DESCRIPTION
 AE6247
 AE6247'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6247'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTHWEST OF FELLSMERE AT FLOOD
 AE6247'CONTROL STRUCTURE 157 IN THE FLEMING GRANT ESTIMATED SECTION 33,
 AE6247'TOWNSHIP 30 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM THE POST
 AE6247'OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM)
 AE6247'TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT, TURN RIGHT AND GO
 AE6247'NORTH ON COUNTY ROAD 507 (BROADWAY STREET) FOR 0.4 MI (0.6 KM) TO A 90
 AE6247'DEGREE TURN WEST (SOUTH CAROLINE AVENUE), TURN LEFT AND GO WEST ON
 AE6247'COUNTY ROAD 507 FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN NORTH (138TH
 AE6247'AVENUE), TURN RIGHT AND GO NORTH ON COUNTY ROAD 507 FOR 3.4 MI (5.5
 AE6247'KM) TO THE INTERSECTION OF CANAL 54 AND THE JUNCTION OF A GRADED ROAD
 AE6247'ON THE RIGHT ON THE NORTH SIDE OF CANAL 54, TURN RIGHT ON THE GRADED
 AE6247'ROAD PASSING THROUGH A LOCKED GATE GO EAST FOR 4.3 MI (6.9 KM) TO THE
 AE6247'NORTH LOCKED GATE TO FLOOD CONTROL STRUCTURE S 157 AND THE MARK FLUSH
 AE6247'WITH THE GROUND AND LEVEL WITH THE ROAD. LOCATED 106.6 FT (32.5 M)
 AE6247'SOUTH OF THE NORTH GATE, 56.1 FT (17.1 M) NORTH OF THE SOUTH GATE, 7.2
 AE6247'FT (2.2 M) EAST OF THE NORTHEAST CORNER OF THE RECORDING BUILDING AND
 AE6247'2.5 FT (0.8 M) NORTH OF THE SOUTH END OF THE CONCRETE. NOTE FOR KEY
 AE6247'CONTACT TOMMY WATERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.
 AE6247'PHONE NUMBER (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6267 ***********************************************************************
 AE6267  DESIGNATION -  1026 20
 AE6267  PID         -  AE6267
 AE6267  STATE/COUNTY-  FL/INDIAN RIVER
 AE6267  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6267
 AE6267                         *CURRENT SURVEY CONTROL
 AE6267  ___________________________________________________________________
 AE6267* NAD 83(1986)-  27 41 57.     (N)    080 39 32.     (W)     SCALED    
 AE6267* NAVD 88     -         7.218  (meters)      23.68   (feet)  ADJUSTED  
 AE6267  ___________________________________________________________________
 AE6267  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AE6267  DYNAMIC HT  -           7.207 (meters)      23.64  (feet)  COMP
 AE6267  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 AE6267
 AE6267  VERT ORDER  -  SECOND    CLASS I
 AE6267
 AE6267.The horizontal coordinates were scaled from a topographic map and have
 AE6267.an estimated accuracy of +/- 6 seconds.
 AE6267
 AE6267.The orthometric height was determined by differential leveling
 AE6267.and adjusted by the National Geodetic Survey in February 1998..
 AE6267
 AE6267.The geoid height was determined by GEOID03.
 AE6267
 AE6267.The dynamic height is computed by dividing the NAVD 88
 AE6267.geopotential number by the normal gravity value computed on the
 AE6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6267.degrees latitude (g = 980.6199 gals.).
 AE6267
 AE6267.The modeled gravity was interpolated from observed gravity values.
 AE6267
 AE6267;                    North         East    Units  Estimated Accuracy
 AE6267;SPC FL E     -   372,920.      233,640.      MT  (+/- 180 meters Scaled)
 AE6267
 AE6267                          SUPERSEDED SURVEY CONTROL
 AE6267
 AE6267.No superseded survey control is available for this station.
 AE6267
 AE6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL336639(NAD 83)
 AE6267_MARKER: DD = SURVEY DISK
 AE6267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6267_STAMPING: BM 1026-20
 AE6267_MARK LOGO: SJRWMD
 AE6267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6267+STABILITY: SURFACE MOTION
 AE6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6267+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1995
 AE6267
 AE6267  HISTORY     - Date     Condition        Report By
 AE6267  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6267  HISTORY     - 19950922 GOOD             FLDEP
 AE6267
 AE6267                          STATION DESCRIPTION
 AE6267
 AE6267'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6267'THE MARK IS ABOUT 15.4 MI (24.8 KM) NORTHWEST OF VERO BEACH IN
 AE6267'ESTIMATED SECTION 17, TOWNSHIP 32 SOUTH, RANGE 37 EAST. TO REACH THE
 AE6267'MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO
 AE6267'BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE
 AE6267'JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AE6267'512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE DIRT ENTRANCE OF A PUBLIC
 AE6267'BOAT RAMP ON THE LEFT, CONTINUE NORTH ON COUNTY ROAD 512 FOR 2.55 MI
 AE6267'(4.10 KM) TO A RADIO TOWER ON THE RIGHT, A CANAL JUST SOUTH OF THE
 AE6267'TOWER AND A LOCKED GATE ON THE LEFT (SOUTHEAST SIDE OF THE CANAL),
 AE6267'TURN LEFT (PASSING THROUGH THE LOCKED GATE) AND GO WEST ON THE LEVEE
 AE6267'ROAD FOR 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT SET IN THE TOP OF A
 AE6267'CONCRETE MONUMENT FLUSH WITH THE GROUND NEAR THE TOP SCARP OF THE
 AE6267'CANAL. LOCATED 53.8 FT (16.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AE6267'THE DIM TRACK ROAD ON TOP OF THE LEVEE, 6.6 FT (2.0 M) SOUTH OF THE
 AE6267'TOP SCARP OF THE CANAL AND 2.0 FT (0.6 M) OF A METAL WITNESS POST.
 AE6267'NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHNS WATER MANAGEMENT
 AE6267'DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9534 ***********************************************************************
 AG9534  DESIGNATION -  103
 AG9534  PID         -  AG9534
 AG9534  STATE/COUNTY-  FL/SARASOTA
 AG9534  USGS QUAD   -  LAUREL (1987)
 AG9534
 AG9534                         *CURRENT SURVEY CONTROL
 AG9534  ___________________________________________________________________
 AG9534* NAD 83(1999)-  27 07 50.92627(N)    082 27 12.42722(W)     ADJUSTED  
 AG9534* NAVD 88     -         4.3    (meters)      14.     (feet)  GPS OBS   
 AG9534  ___________________________________________________________________
 AG9534  X           -     745,999.506 (meters)                     COMP
 AG9534  Y           -  -5,631,073.893 (meters)                     COMP
 AG9534  Z           -   2,891,113.919 (meters)                     COMP
 AG9534  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AG9534  ELLIP HEIGHT-         -19.67  (meters)          (06/19/01) GPS OBS
 AG9534  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AG9534
 AG9534  HORZ ORDER  -  FIRST
 AG9534  ELLP ORDER  -  FOURTH    CLASS I
 AG9534
 AG9534.The horizontal coordinates were established by GPS observations
 AG9534.and adjusted by the National Geodetic Survey in June 2001..
 AG9534
 AG9534.The orthometric height was determined by GPS observations and a
 AG9534.high-resolution geoid model.
 AG9534
 AG9534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9534
 AG9534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9534
 AG9534.The ellipsoidal height was determined by GPS observations
 AG9534.and is referenced to NAD 83.
 AG9534
 AG9534.The geoid height was determined by GEOID03.
 AG9534
 AG9534;                    North         East     Units Scale Factor Converg.
 AG9534;SPC FL W     -   309,978.978   155,047.235   MT  0.99996611   -0 12 24.4
 AG9534;SPC FL W     - 1,016,989.36    508,684.14   sFT  0.99996611   -0 12 24.4
 AG9534;UTM  17      - 3,001,757.399   355,953.633   MT  0.99985615   -0 39 46.5
 AG9534
 AG9534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9534!SPC FL W     -   1.00000309  x   0.99996611  =   0.99996920
 AG9534!UTM  17      -   1.00000309  x   0.99985615  =   0.99985924
 AG9534
 AG9534                          SUPERSEDED SURVEY CONTROL
 AG9534
 AG9534  NAD 83(1990)-  27 07 50.92494(N)    082 27 12.42671(W) AD(       ) 1
 AG9534  ELLIP H (05/09/94)  -19.62   (m)                       GP(       ) 4 2
 AG9534
 AG9534.Superseded values are not recommended for survey control.
 AG9534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9534.See file dsdata.txt to determine how the superseded data were derived.
 AG9534
 AG9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5595401757(NAD 83)
 AG9534_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9534_SP_SET: CONCRETE POST
 AG9534_STAMPING: 103
 AG9534_MARK LOGO: FL-115
 AG9534_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9534+STABILITY: SURFACE MOTION
 AG9534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9534+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9534
 AG9534  HISTORY     - Date     Condition        Report By
 AG9534  HISTORY     - 1992     MONUMENTED       FL-115
 AG9534  HISTORY     - 20010719 MARK NOT FOUND   USPSQD
 AG9534  HISTORY     - 20020305 GOOD             USPSQD
 AG9534  HISTORY     - 20050214 MARK NOT FOUND   FL-115
 AG9534
 AG9534                          STATION DESCRIPTION
 AG9534
 AG9534'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9534'TO REACH THE STATION FROM THE INTERSECTION OF ALBEE ROAD AND U.S.
 AG9534'HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO NORTH ON U.S.
 AG9534'HIGHWAY 41 (TAMIAMI TRAIL), 0.42 MI (0.68 KM) TO THE STATION ON THE
 AG9534'RIGHT.
 AG9534'THE STATION IS A SARASOTA G.P.S. STATION DISK STAMPED ---103--- SET IN
 AG9534'A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS 3-INCHES
 AG9534'BELOW THE GROUND. IT IS 34.1 FT (10.39 M) NORTHEASTERLY OF THE
 AG9534'CENTERLINE OF NORTH BOUND U.S. HIGHWAY (TAMIAMI TRAIL), AND 36.4 FT
 AG9534'(11.09 M) WESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9534'REFERENCES--
 AG9534'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9534'TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9534'BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 23.96 FT
 AG9534'(7.30 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 103, AND 24.06 FT
 AG9534'(7.33 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 2.
 AG9534'REFERENCE NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE TAG
 AG9534'AND P.K. NAIL SET IN THE NORTHEASTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9534'BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 26.42 FT
 AG9534'(8.05 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 103, AND 24.06 FT
 AG9534'(7.33 M) NORTHWESTERLY OF SARCO REFERENCE NO. 1.
 AG9534
 AG9534                          STATION RECOVERY (2001)
 AG9534
 AG9534'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG9534' 
 AG9534' WITNESS POST FOUND. UNABLE TO LOCATE MARKER. UNABLE TO LOCATE
 AG9534' 
 AG9534' REFERENCE MARKERS 1 AND 2.
 AG9534
 AG9534                          STATION RECOVERY (2002)
 AG9534
 AG9534'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9534'103 RM1 NOT RECOVERED
 AG9534'103 RM2 NOT RECOVERED
 AG9534
 AG9534                          STATION RECOVERY (2005)
 AG9534
 AG9534'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2005
 AG9534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2408 ***********************************************************************
 BC2408  DESIGNATION -  103 CMP
 BC2408  PID         -  BC2408
 BC2408  STATE/COUNTY-  FL/NASSAU
 BC2408  USGS QUAD   -  HILLIARD NE (1990)
 BC2408
 BC2408                         *CURRENT SURVEY CONTROL
 BC2408  ___________________________________________________________________
 BC2408* NAD 83(1986)-  30 44 27.     (N)    081 52 14.     (W)     SCALED    
 BC2408* NAVD 88     -         5.060  (meters)      16.60   (feet)  ADJUSTED  
 BC2408  ___________________________________________________________________
 BC2408  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC2408  DYNAMIC HT  -           5.054 (meters)      16.58  (feet)  COMP
 BC2408  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 BC2408
 BC2408  VERT ORDER  -  SECOND    CLASS I
 BC2408
 BC2408.The horizontal coordinates were scaled from a topographic map and have
 BC2408.an estimated accuracy of +/- 6 seconds.
 BC2408
 BC2408.The orthometric height was determined by differential leveling
 BC2408.and adjusted by the National Geodetic Survey in June 1991..
 BC2408
 BC2408.The geoid height was determined by GEOID03.
 BC2408
 BC2408.The dynamic height is computed by dividing the NAVD 88
 BC2408.geopotential number by the normal gravity value computed on the
 BC2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2408.degrees latitude (g = 980.6199 gals.).
 BC2408
 BC2408.The modeled gravity was interpolated from observed gravity values.
 BC2408
 BC2408;                    North         East    Units  Estimated Accuracy
 BC2408;SPC FL E     -   710,310.      116,640.      MT  (+/- 180 meters Scaled)
 BC2408
 BC2408                          SUPERSEDED SURVEY CONTROL
 BC2408
 BC2408.No superseded survey control is available for this station.
 BC2408
 BC2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ166012(NAD 83)
 BC2408_MARKER: DD = SURVEY DISK
 BC2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2408_SP_SET: CONCRETE POST
 BC2408_STAMPING: 103 CMP 1970
 BC2408_MARK LOGO: USGS  
 BC2408_PROJECTION: RECESSED 5 CENTIMETERS
 BC2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2408+STABILITY: SURFACE MOTION
 BC2408
 BC2408  HISTORY     - Date     Condition        Report By
 BC2408  HISTORY     - 1970     MONUMENTED       USGS
 BC2408  HISTORY     - 1985     GOOD             FLDNR
 BC2408
 BC2408                          STATION DESCRIPTION
 BC2408
 BC2408'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2408'5 MI NE FROM HILLIARD.
 BC2408'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2408'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2408'4.4 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 51
 BC2408'FEET NORTHWEST OF THE CENTERLINE OF S 115A, 24 FEET NORTHEAST OF THE
 BC2408'CENTERLINE OF A PRIVATE DRIVE, 1.5 FEET NORTHWEST OF A WITNESS POST,
 BC2408'AND IS AT THE BASE OF AN 18-INCH DIAMETER PINE TREE.
 BC2408'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0047 ***********************************************************************
 AL0047  DESIGNATION -  103 FLHD
 AL0047  PID         -  AL0047
 AL0047  STATE/COUNTY-  FL/PINELLAS
 AL0047  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0047
 AL0047                         *CURRENT SURVEY CONTROL
 AL0047  ___________________________________________________________________
 AL0047* NAD 83(1986)-  28 09 49.     (N)    082 45 23.     (W)     SCALED    
 AL0047* NAVD 88     -         0.935  (meters)       3.07   (feet)  ADJUSTED  
 AL0047  ___________________________________________________________________
 AL0047  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AL0047  DYNAMIC HT  -           0.934 (meters)       3.06  (feet)  COMP
 AL0047  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 AL0047
 AL0047  VERT ORDER  -  SECOND    CLASS II
 AL0047
 AL0047.The horizontal coordinates were scaled from a topographic map and have
 AL0047.an estimated accuracy of +/- 6 seconds.
 AL0047
 AL0047.The orthometric height was determined by differential leveling
 AL0047.and adjusted by the National Geodetic Survey in June 1991..
 AL0047
 AL0047.The geoid height was determined by GEOID03.
 AL0047
 AL0047.The dynamic height is computed by dividing the NAVD 88
 AL0047.geopotential number by the normal gravity value computed on the
 AL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0047.degrees latitude (g = 980.6199 gals.).
 AL0047
 AL0047.The modeled gravity was interpolated from observed gravity values.
 AL0047
 AL0047;                    North         East    Units  Estimated Accuracy
 AL0047;SPC FL W     -   424,570.      125,720.      MT  (+/- 180 meters Scaled)
 AL0047
 AL0047                          SUPERSEDED SURVEY CONTROL
 AL0047
 AL0047  NGVD 29 (??/??/92)    1.193  (m)            3.91   (f) ADJ UNCH    2 2
 AL0047
 AL0047.Superseded values are not recommended for survey control.
 AL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0047.See file dsdata.txt to determine how the superseded data were derived.
 AL0047
 AL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275165(NAD 83)
 AL0047_MARKER: DD = SURVEY DISK
 AL0047_SETTING: 0 = UNSPECIFIED SETTING
 AL0047_STAMPING: 103 SRD
 AL0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0047
 AL0047  HISTORY     - Date     Condition        Report By
 AL0047  HISTORY     - UNK      MONUMENTED       FLHD
 AL0047  HISTORY     - 1975     GOOD             FLDT
 AL0047  HISTORY     - 1984     GOOD             USPSQD
 AL0047  HISTORY     - 1990     GOOD             USPSQD
 AL0047
 AL0047                          STATION DESCRIPTION
 AL0047
 AL0047'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0047'1.2 MI N FROM TARPON SPRINGS.
 AL0047'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0047'ALT. HIGHWAY 19, RUN SOUTHWESTERLY ON U.S. ALT. HIGHWAY 19 FOR
 AL0047'1.7 MILE, TO THE JUNCTION OF DIXIE HIGHWAY.  STATION ON LEFT, ON
 AL0047'SE CORNER OF INTERSECTION, 30 FT. EAST OF U.S. ALT. HIGHWAY
 AL0047'19, 40 FT. SOUTH OF DIXIE HIGHWAY.  SET IN TOP OF HEADWALL.
 AL0047'SECTION 1, T27S, R15E.
 AL0047
 AL0047                          STATION RECOVERY (1984)
 AL0047
 AL0047'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0047'RECOVERED IN GOOD CONDITION.
 AL0047
 AL0047                          STATION RECOVERY (1990)
 AL0047
 AL0047'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9261 ***********************************************************************
 DG9261  DESIGNATION -  103 JAS RESET
 DG9261  PID         -  DG9261
 DG9261  STATE/COUNTY-  FL/MARION
 DG9261  USGS QUAD   -  LAKE KERR (1994)
 DG9261
 DG9261                         *CURRENT SURVEY CONTROL
 DG9261  ___________________________________________________________________
 DG9261* NAD 83(1986)-  29 16 58.     (N)    081 46 14.     (W)     SCALED    
 DG9261* NAVD 88     -        19.539  (meters)      64.10   (feet)  ADJUSTED  
 DG9261  ___________________________________________________________________
 DG9261  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG9261  DYNAMIC HT  -          19.512 (meters)      64.02  (feet)  COMP
 DG9261  MODELED GRAV-     979,251.8   (mgal)                       NAVD 88
 DG9261
 DG9261  VERT ORDER  -  SECOND    CLASS I
 DG9261
 DG9261.The horizontal coordinates were scaled from a topographic map and have
 DG9261.an estimated accuracy of +/- 6 seconds.
 DG9261
 DG9261.The orthometric height was determined by differential leveling
 DG9261.and adjusted by the National Geodetic Survey in June 2005..
 DG9261
 DG9261.Photographs are available for this station.
 DG9261
 DG9261.The geoid height was determined by GEOID03.
 DG9261
 DG9261.The dynamic height is computed by dividing the NAVD 88
 DG9261.geopotential number by the normal gravity value computed on the
 DG9261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9261.degrees latitude (g = 980.6199 gals.).
 DG9261
 DG9261.The modeled gravity was interpolated from observed gravity values.
 DG9261
 DG9261;                    North         East    Units  Estimated Accuracy
 DG9261;SPC FL W     -   548,390.      222,290.      MT  (+/- 180 meters Scaled)
 DG9261
 DG9261                          SUPERSEDED SURVEY CONTROL
 DG9261
 DG9261.No superseded survey control is available for this station.
 DG9261
 DG9261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN251395(NAD 83)
 DG9261_MARKER: DD = SURVEY DISK
 DG9261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9261_STAMPING: 103 JAS 1966 RESET 1982
 DG9261_MARK LOGO: USGS  
 DG9261_PROJECTION: FLUSH
 DG9261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9261+STABILITY: SURFACE MOTION
 DG9261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9261+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 DG9261
 DG9261  HISTORY     - Date     Condition        Report By
 DG9261  HISTORY     - 1982     MONUMENTED       USGS
 DG9261  HISTORY     - 20030711 GOOD             FLDEP
 DG9261
 DG9261                          STATION DESCRIPTION
 DG9261
 DG9261'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9261'THE MARK IS ABOUT 11.3 MI NORTHEAST OF FOREST CORNERS, 4.7 MI
 DG9261'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 11, TOWNSHIP 14 SOUTH,
 DG9261'RANGE 25 EAST.
 DG9261' 
 DG9261'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 AND COUNTY
 DG9261'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE HIGHWAY 40 FOR
 DG9261'7.55 MI TO THE JUNCTION OF FOREST  ROAD FR 88 (NORTHEAST 231 AVENUE,
 DG9261'NORTHEAST 230 AVENUE, NORTHEAST 203RD AVENUE) ON  THE LEFT, TURN LEFT
 DG9261'ON FOREST ROAD FR 88 (NORTHEAST 231 AVENUE, NORTHEAST 230 AVENUE,
 DG9261'NORTHEAST 203RD AVENUE) AND GO NORTH FOR 7.2 MI TO THE INTERSECTION OF
 DG9261'FOREST ROAD  NUMBER 88-B AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 DG9261'A ROUND CONCRETE MONUMENT  FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DG9261'FOREST ROAD FR 88.
 DG9261' 
 DG9261'LOCATED 70.0 FT EAST OF THE CENTERLINE OF NORTHEAST 203RD AVENUE ROAD,
 DG9261'40.5 FT NORTH OF  THE APPROXIMATE CENTERLINE OF FOREST ROAD NUMBER
 DG9261'88-B, 1.0 FT SOUTHWEST OF A CARSONITE  WITNESS POST AND 0.9 FT
 DG9261'SOUTHWEST OF A METAL WITNESS POST.
 DG9261' 
 DG9261'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9261'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9535 ***********************************************************************
 AG9535  DESIGNATION -  1030
 AG9535  PID         -  AG9535
 AG9535  STATE/COUNTY-  FL/SARASOTA
 AG9535  USGS QUAD   -  MYAKKA RIVER (1987)
 AG9535
 AG9535                         *CURRENT SURVEY CONTROL
 AG9535  ___________________________________________________________________
 AG9535* NAD 83(1999)-  27 07 17.48723(N)    082 15 13.99429(W)     ADJUSTED  
 AG9535* NAVD 88     -         7.0    (meters)      23.     (feet)  GPS OBS   
 AG9535  ___________________________________________________________________
 AG9535  X           -     765,671.876 (meters)                     COMP
 AG9535  Y           -  -5,628,908.650 (meters)                     COMP
 AG9535  Z           -   2,890,199.078 (meters)                     COMP
 AG9535  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AG9535  ELLIP HEIGHT-         -17.09  (meters)          (06/19/01) GPS OBS
 AG9535  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AG9535
 AG9535  HORZ ORDER  -  FIRST
 AG9535  ELLP ORDER  -  FOURTH    CLASS I
 AG9535
 AG9535.The horizontal coordinates were established by GPS observations
 AG9535.and adjusted by the National Geodetic Survey in June 2001..
 AG9535
 AG9535.The orthometric height was determined by GPS observations and a
 AG9535.high-resolution geoid model.
 AG9535
 AG9535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9535
 AG9535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9535
 AG9535.The ellipsoidal height was determined by GPS observations
 AG9535.and is referenced to NAD 83.
 AG9535
 AG9535.The geoid height was determined by GEOID03.
 AG9535
 AG9535;                    North         East     Units Scale Factor Converg.
 AG9535;SPC FL W     -   308,894.112   174,829.021   MT  0.99994899   -0 06 56.7
 AG9535;SPC FL W     - 1,013,430.10    573,584.88   sFT  0.99994899   -0 06 56.7
 AG9535;UTM  17      - 3,000,515.283   375,723.505   MT  0.99979066   -0 34 18.1
 AG9535
 AG9535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9535!SPC FL W     -   1.00000268  x   0.99994899  =   0.99995167
 AG9535!UTM  17      -   1.00000268  x   0.99979066  =   0.99979334
 AG9535
 AG9535                          SUPERSEDED SURVEY CONTROL
 AG9535
 AG9535  NAD 83(1990)-  27 07 17.48565(N)    082 15 13.99421(W) AD(       ) 1
 AG9535  ELLIP H (05/09/94)  -16.98   (m)                       GP(       ) 4 2
 AG9535
 AG9535.Superseded values are not recommended for survey control.
 AG9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9535.See file dsdata.txt to determine how the superseded data were derived.
 AG9535
 AG9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7572400515(NAD 83)
 AG9535_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9535_SP_SET: CONCRETE POST
 AG9535_STAMPING: 1030
 AG9535_MARK LOGO: FL-115
 AG9535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9535+STABILITY: SURFACE MOTION
 AG9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9535+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1992
 AG9535
 AG9535  HISTORY     - Date     Condition        Report By
 AG9535  HISTORY     - UNK      MONUMENTED
 AG9535  HISTORY     - 19920903 GOOD             FL-115
 AG9535
 AG9535                          STATION DESCRIPTION
 AG9535
 AG9535'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9535'TO REACH THE STATION FROM THE INTERSECTION OF TROPICARE BOULEVARD AND
 AG9535'VAN CAMP STREET IN THE CITY OF NORTH PORT IN SARASOTA COUNTY, GO
 AG9535'NORTH ON VAN CAMP STREET 1 MI (1.61 KM), TO THE INTERSECTION OF VAN
 AG9535'CAMP STREET AND ESTATES DRIVE TO THE STATION NORTH-NORTHWEST OF THE
 AG9535'INTERSECTION.
 AG9535'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---1030---
 AG9535'SET IN A 8-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AG9535'. IT IS 15 FT (4.57 M) SOUTHEASTERLY OF THE SOUTHEASTERLY BEND OF A
 AG9535'DRAINAGE CANAL, AND 2607.39 FT (794.73 M) WESTERLY OF SARCO G.P.S.
 AG9535'STATION SAR 087.
 AG9535'REFERENCES--
 AG9535'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9535'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT OF
 AG9535'ESTATES DRIVE. IT IS 23.89 FT (7.28 M) SOUTHEASTERLY OF SARCO G.P.S.
 AG9535'STATION SAR 1030, AND 20.72 FT (6.32 M) NORTHEASTERLY OF SARCO
 AG9535'REFERENCE NO. 2, AND 32.27 FT (9.84 M) NORTHEASTERLY OF SARCO
 AG9535'REFERENCE NO. 3.
 AG9535'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9535'AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPALT PAVEMENT OF THE
 AG9535'INTERSECTION OF VAN CAMP STREET AND ESTATES DRIVE. IT IS 33.82 FT
 AG9535'(10.31 M) SOUTHERLY OF SARCO G.P.S. STATION SAR 1030, AND 20.72 FT
 AG9535'(6.32 M) SOUTHWESTERLY OF SARCO REFERENCE NO. 1, AND 20.59 FT
 AG9535'(6.28 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 3.
 AG9535'REFERENCE MARK NUMBER 3 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9535'AND P.K. NAIL SET IN THE NORTHWESTERLY EDGE OF ASPHALT PAVEMENT OF
 AG9535'VAN CAMP STREET. IT IS 28.93 FT (8.82 M) SOUTHWESTERLY OF SARCO G
 AG9535'.P.S. STATION SAR 1030, AND 32.27 FT (9.84 M) SOUTHWESTERLY OF SARCO
 AG9535'REFERENCE NO. 1, AND 20.59 FT (6.28 M) NORTHWESTERLY OF SARCO
 AG9535'REFERENCE NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9536 ***********************************************************************
 AG9536  DESIGNATION -  1031
 AG9536  PID         -  AG9536
 AG9536  STATE/COUNTY-  FL/SARASOTA
 AG9536  USGS QUAD   -  MURDOCK (1987)
 AG9536
 AG9536                         *CURRENT SURVEY CONTROL
 AG9536  ___________________________________________________________________
 AG9536* NAD 83(1999)-  27 07 16.42644(N)    082 12 17.34290(W)     ADJUSTED  
 AG9536* NAVD 88     -         7.8    (meters)      26.     (feet)  GPS OBS   
 AG9536  ___________________________________________________________________
 AG9536  X           -     770,494.478 (meters)                     COMP
 AG9536  Y           -  -5,628,266.303 (meters)                     COMP
 AG9536  Z           -   2,890,170.388 (meters)                     COMP
 AG9536  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AG9536  ELLIP HEIGHT-         -16.28  (meters)          (06/19/01) GPS OBS
 AG9536  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AG9536
 AG9536  HORZ ORDER  -  FIRST
 AG9536  ELLP ORDER  -  FOURTH    CLASS I
 AG9536
 AG9536.The horizontal coordinates were established by GPS observations
 AG9536.and adjusted by the National Geodetic Survey in June 2001..
 AG9536
 AG9536.The orthometric height was determined by GPS observations and a
 AG9536.high-resolution geoid model.
 AG9536
 AG9536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9536
 AG9536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9536
 AG9536.The ellipsoidal height was determined by GPS observations
 AG9536.and is referenced to NAD 83.
 AG9536
 AG9536.The geoid height was determined by GEOID03.
 AG9536
 AG9536;                    North         East     Units Scale Factor Converg.
 AG9536;SPC FL W     -   308,852.586   179,693.879   MT  0.99994626   -0 05 36.1
 AG9536;SPC FL W     - 1,013,293.86    589,545.67   sFT  0.99994626   -0 05 36.1
 AG9536;UTM  17      - 3,000,435.058   380,587.079   MT  0.99977603   -0 32 57.5
 AG9536
 AG9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9536!SPC FL W     -   1.00000256  x   0.99994626  =   0.99994882
 AG9536!UTM  17      -   1.00000256  x   0.99977603  =   0.99977859
 AG9536
 AG9536                          SUPERSEDED SURVEY CONTROL
 AG9536
 AG9536  NAD 83(1990)-  27 07 16.42488(N)    082 12 17.34279(W) AD(       ) 1
 AG9536  ELLIP H (05/09/94)  -16.14   (m)                       GP(       ) 4 2
 AG9536
 AG9536.Superseded values are not recommended for survey control.
 AG9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9536.See file dsdata.txt to determine how the superseded data were derived.
 AG9536
 AG9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8058700435(NAD 83)
 AG9536_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9536_SP_SET: CONCRETE POST
 AG9536_STAMPING: 1031
 AG9536_MARK LOGO: FL-115
 AG9536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9536+STABILITY: SURFACE MOTION
 AG9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9536+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1992
 AG9536
 AG9536  HISTORY     - Date     Condition        Report By
 AG9536  HISTORY     - UNK      MONUMENTED
 AG9536  HISTORY     - 19920512 GOOD             FL-115
 AG9536  HISTORY     - 20020117 GOOD             USPSQD
 AG9536
 AG9536                          STATION DESCRIPTION
 AG9536
 AG9536'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9536'TO REACH THE STATION FROM THE INTERSECTION OF VAN CAMP STREET AND
 AG9536'ESTATES DRIVE IN THE CITY OF NORTH PORT IN SARASOTA COUNTY, GO EAST
 AG9536'ON ESTATES DRIVE, 3 MI (4.83 KM) TO THE STATION ON THE LEFT.
 AG9536'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9536'---1031--- SET IN A 8-INCH ROUND POURED IN PLACE CONCRETE MONUMENT.
 AG9536'IT IS 22.01 FT (6.71 M) NORTHERLY OF A NAIL AND DISK SET IN THE
 AG9536'CENTERLINE OF ESTATES DRIVE.
 AG9536'REFERENCES--
 AG9536'REFERENCE MARK NUMBER 1 IS A SARASOTA COUNTY (SARCO) REFERENCE TAG AND
 AG9536'P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD BED FOR
 AG9536'ESTATES DRIVE. IT IS 14.99 FT (4.57 M) SOUTHWESTERLY OF SARCO G.P.S.
 AG9536'STATION SAR 1031, 19.23 FT (5.86 M) WESTERLY OF SARCO REFERENCE NO.
 AG9536'2, AND 13.97 FT (4.26 M) NORTHWESTERLY OF A NAIL AND DISK SET ON THE
 AG9536'CENTERLINE OF ESTATES DRIVE.
 AG9536'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9536'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9536'PAVEMENT ROAD BED FOR ESTATES DRIVE. IT IS 15.22 FT (4.64 M)
 AG9536'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 1031, 19.23 FT (5.86 M)
 AG9536'EASTERLY OF SARCO REFERENCE NO. 1, AND 14.29 FT (4.36 M)
 AG9536'NORTHEASTERLY OF A NAIL AND DISK SET ON THE CENTERLINE OF ESTATES
 AG9536'DRIVE.
 AG9536
 AG9536                          STATION RECOVERY (2002)
 AG9536
 AG9536'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9536'ALSO LOCATED 1031 RM1 AND 1031 RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6152 ***********************************************************************
 AE6152  DESIGNATION -  1032 20
 AE6152  PID         -  AE6152
 AE6152  STATE/COUNTY-  FL/INDIAN RIVER
 AE6152  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6152
 AE6152                         *CURRENT SURVEY CONTROL
 AE6152  ___________________________________________________________________
 AE6152* NAD 83(1986)-  27 38 26.     (N)    080 41 30.     (W)     SCALED    
 AE6152* NAVD 88     -         8.332  (meters)      27.34   (feet)  ADJUSTED  
 AE6152  ___________________________________________________________________
 AE6152  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AE6152  DYNAMIC HT  -           8.319 (meters)      27.29  (feet)  COMP
 AE6152  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AE6152
 AE6152  VERT ORDER  -  SECOND    CLASS I
 AE6152
 AE6152.The horizontal coordinates were scaled from a topographic map and have
 AE6152.an estimated accuracy of +/- 6 seconds.
 AE6152
 AE6152.The orthometric height was determined by differential leveling
 AE6152.and adjusted by the National Geodetic Survey in February 1998..
 AE6152
 AE6152.The geoid height was determined by GEOID03.
 AE6152
 AE6152.The dynamic height is computed by dividing the NAVD 88
 AE6152.geopotential number by the normal gravity value computed on the
 AE6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6152.degrees latitude (g = 980.6199 gals.).
 AE6152
 AE6152.The modeled gravity was interpolated from observed gravity values.
 AE6152
 AE6152;                    North         East    Units  Estimated Accuracy
 AE6152;SPC FL E     -   366,420.      230,430.      MT  (+/- 180 meters Scaled)
 AE6152
 AE6152                          SUPERSEDED SURVEY CONTROL
 AE6152
 AE6152.No superseded survey control is available for this station.
 AE6152
 AE6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL304574(NAD 83)
 AE6152_MARKER: DD = SURVEY DISK
 AE6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6152_STAMPING: 1032-20
 AE6152_MARK LOGO: SJRWMD
 AE6152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6152+STABILITY: SURFACE MOTION
 AE6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6152+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AE6152
 AE6152  HISTORY     - Date     Condition        Report By
 AE6152  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6152  HISTORY     - 19941101 GOOD             FLDEP
 AE6152
 AE6152                          STATION DESCRIPTION
 AE6152
 AE6152'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6152'THE MARK IS ABOUT 17.5 MI (28.2 KM) WEST OF VERO BEACH, 14.65 MI
 AE6152'(23.58 KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6152'ROAD 60 AT YEEHAW JUNCTION IN SECTION 1, TOWNSHIP 33 SOUTH, RANGE 36
 AE6152'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AE6152'ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86
 AE6152'KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON
 AE6152'STATE ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE
 AE6152'ENTRANCE TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO
 AE6152'SOUTH ON THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT
 AE6152'(76.2 M) TO LEVEE 78 ON THE RIGHT, TURN RIGHT ON LEVEE 78 AND GO WEST
 AE6152'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, A SJRWMD DISC SET IN THE
 AE6152'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 42.2
 AE6152'FT (12.9 M) SOUTH OF THE CENTER TOP LEVEE, 1.4 FT (0.4 M) SOUTHEAST OF
 AE6152'A 2-INCH WOODEN POST, 1.4 FT (0.4 M) NORTH OF A 2-INCH WOODEN POST
 AE6152'WITH A STJRWMD SIGN ATTACHED AND 1.3 FT (0.4 M) SOUTHWEST OF A 2-INCH
 AE6152'WOODEN POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHNS WATER
 AE6152'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6153 ***********************************************************************
 AE6153  DESIGNATION -  1033 20
 AE6153  PID         -  AE6153
 AE6153  STATE/COUNTY-  FL/INDIAN RIVER
 AE6153  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6153
 AE6153                         *CURRENT SURVEY CONTROL
 AE6153  ___________________________________________________________________
 AE6153* NAD 83(1986)-  27 38 26.     (N)    080 42 14.     (W)     SCALED    
 AE6153* NAVD 88     -         8.277  (meters)      27.16   (feet)  ADJUSTED  
 AE6153  ___________________________________________________________________
 AE6153  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AE6153  DYNAMIC HT  -           8.265 (meters)      27.12  (feet)  COMP
 AE6153  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AE6153
 AE6153  VERT ORDER  -  SECOND    CLASS I
 AE6153
 AE6153.The horizontal coordinates were scaled from a topographic map and have
 AE6153.an estimated accuracy of +/- 6 seconds.
 AE6153
 AE6153.The orthometric height was determined by differential leveling
 AE6153.and adjusted by the National Geodetic Survey in February 1998..
 AE6153
 AE6153.The geoid height was determined by GEOID03.
 AE6153
 AE6153.The dynamic height is computed by dividing the NAVD 88
 AE6153.geopotential number by the normal gravity value computed on the
 AE6153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6153.degrees latitude (g = 980.6199 gals.).
 AE6153
 AE6153.The modeled gravity was interpolated from observed gravity values.
 AE6153
 AE6153;                    North         East    Units  Estimated Accuracy
 AE6153;SPC FL E     -   366,410.      229,220.      MT  (+/- 180 meters Scaled)
 AE6153
 AE6153                          SUPERSEDED SURVEY CONTROL
 AE6153
 AE6153.No superseded survey control is available for this station.
 AE6153
 AE6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL292574(NAD 83)
 AE6153_MARKER: DD = SURVEY DISK
 AE6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6153_STAMPING: 1033-20
 AE6153_MARK LOGO: SJRWMD
 AE6153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6153+STABILITY: SURFACE MOTION
 AE6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6153+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AE6153
 AE6153  HISTORY     - Date     Condition        Report By
 AE6153  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6153  HISTORY     - 19941101 GOOD             FLDEP
 AE6153
 AE6153                          STATION DESCRIPTION
 AE6153
 AE6153'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6153'THE MARK IS ABOUT 19.0 MI (30.6 KM) WEST OF VERO BEACH, 13.9 MI (22.4
 AE6153'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6153'60 AT YEEHAW JUNCTION IN SECTION 2, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6153'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AE6153'60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO
 AE6153'THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON STATE
 AE6153'ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE ENTRANCE
 AE6153'TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO SOUTH ON
 AE6153'THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT (76.2 M)
 AE6153'TO LEVEE 78 ON THE RIGHT, TURN RIGHT AND GO WEST ON LEVEE 78 FOR 1.55
 AE6153'MI (2.49 KM) TO THE MARK ON THE LEFT A SJRWMD DISC SET IN THE TOP OF A
 AE6153'ROUND CONCRETE MONUMENT FLUSH WITH GROUND. LOCATED 44.7 FT (13.6 M)
 AE6153'SOUTH OF THE CENTER TOP LEVEE, 1.4 FT (0.4 M) WEST OF A 2-INCH WOODEN
 AE6153'POST, 1.3 FT (0.4 M) NORTH OF A 2-INCH WOODEN POST AND 1.2 FT (0.4 M)
 AE6153'EAST OF A 2-INCH WOODEN POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.
 AE6153'JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6153'329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6154 ***********************************************************************
 AE6154  DESIGNATION -  1034 20
 AE6154  PID         -  AE6154
 AE6154  STATE/COUNTY-  FL/INDIAN RIVER
 AE6154  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6154
 AE6154                         *CURRENT SURVEY CONTROL
 AE6154  ___________________________________________________________________
 AE6154* NAD 83(1986)-  27 38 26.     (N)    080 42 59.     (W)     SCALED    
 AE6154* NAVD 88     -         8.169  (meters)      26.80   (feet)  ADJUSTED  
 AE6154  ___________________________________________________________________
 AE6154  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AE6154  DYNAMIC HT  -           8.157 (meters)      26.76  (feet)  COMP
 AE6154  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AE6154
 AE6154  VERT ORDER  -  SECOND    CLASS I
 AE6154
 AE6154.The horizontal coordinates were scaled from a topographic map and have
 AE6154.an estimated accuracy of +/- 6 seconds.
 AE6154
 AE6154.The orthometric height was determined by differential leveling
 AE6154.and adjusted by the National Geodetic Survey in February 1998..
 AE6154
 AE6154.The geoid height was determined by GEOID03.
 AE6154
 AE6154.The dynamic height is computed by dividing the NAVD 88
 AE6154.geopotential number by the normal gravity value computed on the
 AE6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6154.degrees latitude (g = 980.6199 gals.).
 AE6154
 AE6154.The modeled gravity was interpolated from observed gravity values.
 AE6154
 AE6154;                    North         East    Units  Estimated Accuracy
 AE6154;SPC FL E     -   366,410.      227,990.      MT  (+/- 180 meters Scaled)
 AE6154
 AE6154                          SUPERSEDED SURVEY CONTROL
 AE6154
 AE6154.No superseded survey control is available for this station.
 AE6154
 AE6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL279574(NAD 83)
 AE6154_MARKER: DD = SURVEY DISK
 AE6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6154_STAMPING: 1034-20
 AE6154_MARK LOGO: SJRWMD
 AE6154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6154+STABILITY: SURFACE MOTION
 AE6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6154+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AE6154
 AE6154  HISTORY     - Date     Condition        Report By
 AE6154  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6154  HISTORY     - 19941101 GOOD             FLDEP
 AE6154
 AE6154                          STATION DESCRIPTION
 AE6154
 AE6154'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6154'THE MARK IS ABOUT 20.0 MI (32.2 KM) WEST OF VERO BEACH, 13.15 MI
 AE6154'(21.16 KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6154'ROAD 60 AT YEEHAW JUNCTION IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 36
 AE6154'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AE6154'ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86
 AE6154'KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON
 AE6154'STATE ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE
 AE6154'ENTRANCE TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO
 AE6154'SOUTH ON THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT
 AE6154'(76.2 M) TO LEVEE 78 ON THE RIGHT, TURN RIGHT AND GO WEST ON LEVEE 78
 AE6154'FOR 2.3 MI (3.7 KM) TO THE MARK ON THE LEFT A SJRWMD DISC SET IN THE
 AE6154'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 46.7
 AE6154'FT (14.2 M) SOUTH OF THE CENTER TOP LEVEE, 1.4 FT (0.4 M) SOUTHWEST OF
 AE6154'A 2-INCH WOODEN POST, 1.4 FT (0.4 M) SOUTHEAST OF A 2-INCH WOODEN POST
 AE6154'AND 1.2 FT (0.4 M) NORTH OF A 2-INCH WOODEN POST. NOTE FOR KEY CONTACT
 AE6154'TOMMY WALTERS, ST.  JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.
 AE6154'PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6155 ***********************************************************************
 AE6155  DESIGNATION -  1035 20
 AE6155  PID         -  AE6155
 AE6155  STATE/COUNTY-  FL/INDIAN RIVER
 AE6155  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6155
 AE6155                         *CURRENT SURVEY CONTROL
 AE6155  ___________________________________________________________________
 AE6155* NAD 83(1986)-  27 38 28.     (N)    080 43 31.     (W)     SCALED    
 AE6155* NAVD 88     -         8.203  (meters)      26.91   (feet)  ADJUSTED  
 AE6155  ___________________________________________________________________
 AE6155  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AE6155  DYNAMIC HT  -           8.191 (meters)      26.87  (feet)  COMP
 AE6155  MODELED GRAV-     979,146.5   (mgal)                       NAVD 88
 AE6155
 AE6155  VERT ORDER  -  SECOND    CLASS I
 AE6155
 AE6155.The horizontal coordinates were scaled from a topographic map and have
 AE6155.an estimated accuracy of +/- 6 seconds.
 AE6155
 AE6155.The orthometric height was determined by differential leveling
 AE6155.and adjusted by the National Geodetic Survey in February 1998..
 AE6155
 AE6155.The geoid height was determined by GEOID03.
 AE6155
 AE6155.The dynamic height is computed by dividing the NAVD 88
 AE6155.geopotential number by the normal gravity value computed on the
 AE6155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6155.degrees latitude (g = 980.6199 gals.).
 AE6155
 AE6155.The modeled gravity was interpolated from observed gravity values.
 AE6155
 AE6155;                    North         East    Units  Estimated Accuracy
 AE6155;SPC FL E     -   366,470.      227,110.      MT  (+/- 180 meters Scaled)
 AE6155
 AE6155                          SUPERSEDED SURVEY CONTROL
 AE6155
 AE6155.No superseded survey control is available for this station.
 AE6155
 AE6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL271574(NAD 83)
 AE6155_MARKER: DD = SURVEY DISK
 AE6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6155_STAMPING: 1035-20
 AE6155_MARK LOGO: SJRWMD
 AE6155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6155+STABILITY: SURFACE MOTION
 AE6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6155+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AE6155
 AE6155  HISTORY     - Date     Condition        Report By
 AE6155  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6155  HISTORY     - 19941101 GOOD             FLDEP
 AE6155
 AE6155                          STATION DESCRIPTION
 AE6155
 AE6155'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6155'THE MARK IS ABOUT 21.0 MI (33.8 KM) WEST OF VERO BEACH, 12.6 MI (20.3
 AE6155'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6155'60 AT YEEHAW JUNCTION IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6155'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AE6155'60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO
 AE6155'THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON STATE
 AE6155'ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE ENTRANCE
 AE6155'TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO SOUTH ON
 AE6155'THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT (76.2 M)
 AE6155'TO LEVEE 78 ON THE RIGHT, TURN RIGHT AND GO WEST ON LEVEE 78 FOR 2.8
 AE6155'MI (4.5 KM) TO THE MARK ON THE LEFT A SJRWMD DISC SET IN THE TOP OF A
 AE6155'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 213.0 FT (64.9
 AE6155'M) EAST OF STRUCTURE S 252A, 43.5 FT (13.3 M) SOUTH OF THE CENTER OF
 AE6155'THE TOP OF THE LEVEE, 1.3 FT (0.4 M) SOUTHWEST OF A 2-INCH WOODEN
 AE6155'POST, 1.3 FT (0.4 M) SOUTHEAST OF A 2-INCH WOODEN POST AND 0.7 FT
 AE6155'(21.3 CM) NORTH OF A 2-INCH WOODEN POST. NOTE FOR KEY CONTACT TOMMY
 AE6155'WALTERS, ST.  JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE
 AE6155'NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9537 ***********************************************************************
 AG9537  DESIGNATION -  1037
 AG9537  PID         -  AG9537
 AG9537  STATE/COUNTY-  FL/SARASOTA
 AG9537  USGS QUAD   -  MURDOCK NW (1972)
 AG9537
 AG9537                         *CURRENT SURVEY CONTROL
 AG9537  ___________________________________________________________________
 AG9537* NAD 83(1999)-  27 11 44.37104(N)    082 12 15.73024(W)     ADJUSTED  
 AG9537* NAVD 88     -         9.4    (meters)      31.     (feet)  GPS OBS   
 AG9537  ___________________________________________________________________
 AG9537  X           -     770,028.048 (meters)                     COMP
 AG9537  Y           -  -5,624,531.905 (meters)                     COMP
 AG9537  Z           -   2,897,508.947 (meters)                     COMP
 AG9537  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AG9537  ELLIP HEIGHT-         -14.83  (meters)          (06/19/01) GPS OBS
 AG9537  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG9537
 AG9537  HORZ ORDER  -  FIRST
 AG9537  ELLP ORDER  -  FOURTH    CLASS I
 AG9537
 AG9537.The horizontal coordinates were established by GPS observations
 AG9537.and adjusted by the National Geodetic Survey in June 2001..
 AG9537
 AG9537.The orthometric height was determined by GPS observations and a
 AG9537.high-resolution geoid model.
 AG9537
 AG9537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9537
 AG9537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9537
 AG9537.The ellipsoidal height was determined by GPS observations
 AG9537.and is referenced to NAD 83.
 AG9537
 AG9537.The geoid height was determined by GEOID03.
 AG9537
 AG9537;                    North         East     Units Scale Factor Converg.
 AG9537;SPC FL W     -   317,099.246   179,751.718   MT  0.99994624   -0 05 36.3
 AG9537;SPC FL W     - 1,040,349.78    589,735.43   sFT  0.99994624   -0 05 36.3
 AG9537;UTM  17      - 3,008,679.591   380,710.602   MT  0.99977566   -0 33 01.8
 AG9537
 AG9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9537!SPC FL W     -   1.00000233  x   0.99994624  =   0.99994857
 AG9537!UTM  17      -   1.00000233  x   0.99977566  =   0.99977799
 AG9537
 AG9537                          SUPERSEDED SURVEY CONTROL
 AG9537
 AG9537  NAD 83(1990)-  27 11 44.36971(N)    082 12 15.73046(W) AD(       ) 1
 AG9537  ELLIP H (05/09/94)  -14.61   (m)                       GP(       ) 4 2
 AG9537
 AG9537.Superseded values are not recommended for survey control.
 AG9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9537.See file dsdata.txt to determine how the superseded data were derived.
 AG9537
 AG9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8071108680(NAD 83)
 AG9537_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9537_SP_SET: CONCRETE POST
 AG9537_STAMPING: 1037
 AG9537_MARK LOGO: FL-115
 AG9537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9537+STABILITY: SURFACE MOTION
 AG9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9537+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 AG9537
 AG9537  HISTORY     - Date     Condition        Report By
 AG9537  HISTORY     - UNK      MONUMENTED
 AG9537  HISTORY     - 19920928 GOOD             FL-115
 AG9537  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9537
 AG9537                          STATION DESCRIPTION
 AG9537
 AG9537'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9537'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9537'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9537'(CLARK ROAD), 16.25 MI (26.15 KM) TO THE STATION ON THE LEFT.
 AG9537'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9537'---1037--- SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT
 AG9537'THAT IS 12-INCHES BELOW THE GROUND. IT IS 9 FT (2.74 M) NORTHERLY OF
 AG9537'THE EDGE OF ASPHALT PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD)
 AG9537'AND 7.5 FT (2.29 M) SOUTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9537'REFERENCES--
 AG9537'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9537'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9537'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 15.22 FT
 AG9537'(4.64 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 1037, 22.15 FT
 AG9537'(6.75 M) WESTERLY OF SARCO REFERENCE NO. 2, AND 21.35 FT (6.51 M)
 AG9537'NORTHWESTERLY OF SARCO REFERENCE NO. 3.
 AG9537'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA (SARCO) REFERENCE TAG
 AG9537'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD BED
 AG9537'FOR STATE ROAD 72 (CLARK ROAD). IT IS 13.82 FT (4.21 M) SOUTHEASTERLY
 AG9537'OF SARCO G.P.S. STATION SAR 1037, 22.15 FT (6.75 M) EASTERLY OF SARCO
 AG9537'REFERENCE NO. 1, AND 20.86 FT (6.36 M) NORTHEASTERLY OF SARCO
 AG9537'REFERENCE NO. 3.
 AG9537'REFERENCE MARK NUMBER 3 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9537'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9537'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 27.33 FT
 AG9537'(8.33 M) SOUTHERLY OF SARCO G.P.S. STATION SAR 1037, 21.35 FT
 AG9537'(6.51 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1, AND 20.86 FT
 AG9537'(6.36 M) SOUTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9537
 AG9537                          STATION RECOVERY (2003)
 AG9537
 AG9537'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2717 ***********************************************************************
 AD2717  DESIGNATION -  10.394
 AD2717  PID         -  AD2717
 AD2717  STATE/COUNTY-  FL/PALM BEACH
 AD2717  USGS QUAD   -  LAKE WORTH (1983)
 AD2717
 AD2717                         *CURRENT SURVEY CONTROL
 AD2717  ___________________________________________________________________
 AD2717* NAD 83(1986)-  26 35 03.     (N)    080 02 38.     (W)     SCALED    
 AD2717* NAVD 88     -         2.699  (meters)       8.86   (feet)  ADJUSTED  
 AD2717  ___________________________________________________________________
 AD2717  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AD2717  DYNAMIC HT  -           2.694 (meters)       8.84  (feet)  COMP
 AD2717  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 AD2717
 AD2717  VERT ORDER  -  SECOND    CLASS 0
 AD2717
 AD2717.The horizontal coordinates were scaled from a topographic map and have
 AD2717.an estimated accuracy of +/- 6 seconds.
 AD2717
 AD2717.The orthometric height was determined by differential leveling
 AD2717.and adjusted by the National Geodetic Survey in June 1991..
 AD2717
 AD2717.The geoid height was determined by GEOID03.
 AD2717
 AD2717.The dynamic height is computed by dividing the NAVD 88
 AD2717.geopotential number by the normal gravity value computed on the
 AD2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2717.degrees latitude (g = 980.6199 gals.).
 AD2717
 AD2717.The modeled gravity was interpolated from observed gravity values.
 AD2717
 AD2717;                    North         East    Units  Estimated Accuracy
 AD2717;SPC FL E     -   249,690.      295,240.      MT  (+/- 180 meters Scaled)
 AD2717
 AD2717                          SUPERSEDED SURVEY CONTROL
 AD2717
 AD2717  NGVD 29 (??/??/92)    3.170  (m)           10.40   (f) ADJ UNCH    2 0
 AD2717
 AD2717.Superseded values are not recommended for survey control.
 AD2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2717.See file dsdata.txt to determine how the superseded data were derived.
 AD2717
 AD2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK952407(NAD 83)
 AD2717_MARKER: DD = SURVEY DISK
 AD2717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2717_SP_SET: BRIDGE
 AD2717_STAMPING: 10.394
 AD2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2717+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AD2717
 AD2717  HISTORY     - Date     Condition        Report By
 AD2717  HISTORY     - UNK      MONUMENTED       FLDT
 AD2717  HISTORY     - 1970     GOOD             NGS
 AD2717  HISTORY     - 1973     GOOD             NGS
 AD2717  HISTORY     - 1987     GOOD             USPSQD
 AD2717  HISTORY     - 1987     GOOD             USPSQD
 AD2717  HISTORY     - 1989     GOOD             USPSQD
 AD2717  HISTORY     - 20000912 GOOD             USPSQD
 AD2717  HISTORY     - 20030919 GOOD             USPSQD
 AD2717  HISTORY     - 20050209 GOOD             USPSQD
 AD2717  HISTORY     - 20060421 GOOD             USPSQD
 AD2717
 AD2717                          STATION DESCRIPTION
 AD2717
 AD2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2717'AT LANTANA.
 AD2717'AT LANTANA, ABOUT 0.6 MILE EAST ALONG OCEAN AVENUE FROM THE POST
 AD2717'OFFICE AND THE CROSSING OF THE FLORIDA EAST COAST RAILWAY, 0.4
 AD2717'MILE WEST ALONG OCEAN AVENUE FROM THE JUNCTION OF STATE HIGHWAY
 AD2717'A 1 A, AT THE EAST END AND ON TOP OF THE NORTHEAST WING WALL OF
 AD2717'THE AVENUE BRIDGE OVER THE INTRACOASTAL WATERWAY (LAKE WORTH),
 AD2717'20 FEET NORTH OF THE CENTER LINE OF THE AVENUE AND ABOUT LEVEL
 AD2717'WITH THE AVENUE.
 AD2717
 AD2717                          STATION RECOVERY (1973)
 AD2717
 AD2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2717'RECOVERED IN GOOD CONDITION.
 AD2717
 AD2717                          STATION RECOVERY (1987)
 AD2717
 AD2717'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEK)
 AD2717'RECOVERED IN GOOD CONDITION.
 AD2717
 AD2717                          STATION RECOVERY (1987)
 AD2717
 AD2717'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AD2717'RECOVERED IN GOOD CONDITION.
 AD2717
 AD2717                          STATION RECOVERY (1989)
 AD2717
 AD2717'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2717'RECOVERED IN GOOD CONDITION.
 AD2717
 AD2717                          STATION RECOVERY (2000)
 AD2717
 AD2717'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2717'RECOVERED IN GOOD CONDITION.
 AD2717
 AD2717                          STATION RECOVERY (2003)
 AD2717
 AD2717'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2717'RECOVERED IN GOOD CONDITION.
 AD2717
 AD2717                          STATION RECOVERY (2005)
 AD2717
 AD2717'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2717'RECOVERED IN GOOD CONDITION.
 AD2717
 AD2717                          STATION RECOVERY (2006)
 AD2717
 AD2717'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2409 ***********************************************************************
 BC2409  DESIGNATION -  104 CMP
 BC2409  PID         -  BC2409
 BC2409  STATE/COUNTY-  FL/NASSAU
 BC2409  USGS QUAD   -  KINGS FERRY (1992)
 BC2409
 BC2409                         *CURRENT SURVEY CONTROL
 BC2409  ___________________________________________________________________
 BC2409* NAD 83(1986)-  30 45 06.     (N)    081 51 26.     (W)     SCALED    
 BC2409* NAVD 88     -         3.741  (meters)      12.27   (feet)  ADJUSTED  
 BC2409  ___________________________________________________________________
 BC2409  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BC2409  DYNAMIC HT  -           3.736 (meters)      12.26  (feet)  COMP
 BC2409  MODELED GRAV-     979,389.4   (mgal)                       NAVD 88
 BC2409
 BC2409  VERT ORDER  -  SECOND    CLASS I
 BC2409
 BC2409.The horizontal coordinates were scaled from a topographic map and have
 BC2409.an estimated accuracy of +/- 6 seconds.
 BC2409
 BC2409.The orthometric height was determined by differential leveling
 BC2409.and adjusted by the National Geodetic Survey in June 1991..
 BC2409
 BC2409.The geoid height was determined by GEOID03.
 BC2409
 BC2409.The dynamic height is computed by dividing the NAVD 88
 BC2409.geopotential number by the normal gravity value computed on the
 BC2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2409.degrees latitude (g = 980.6199 gals.).
 BC2409
 BC2409.The modeled gravity was interpolated from observed gravity values.
 BC2409
 BC2409;                    North         East    Units  Estimated Accuracy
 BC2409;SPC FL E     -   711,510.      117,920.      MT  (+/- 180 meters Scaled)
 BC2409
 BC2409                          SUPERSEDED SURVEY CONTROL
 BC2409
 BC2409.No superseded survey control is available for this station.
 BC2409
 BC2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ179023(NAD 83)
 BC2409_MARKER: DD = SURVEY DISK
 BC2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2409_SP_SET: CONCRETE POST
 BC2409_STAMPING: 104 CMP 1970
 BC2409_MARK LOGO: USGS  
 BC2409_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2409+STABILITY: SURFACE MOTION
 BC2409
 BC2409  HISTORY     - Date     Condition        Report By
 BC2409  HISTORY     - 1970     MONUMENTED       USGS
 BC2409  HISTORY     - 1985     GOOD             FLDNR
 BC2409
 BC2409                          STATION DESCRIPTION
 BC2409
 BC2409'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2409'6.1 MI NE FROM HILLIARD.
 BC2409'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2409'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2409'5.5 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 63
 BC2409'FEET SOUTHEAST OF THE CENTERLINE OF S 115A, 84 FEET SOUTHWEST OF THE
 BC2409'CENTERLINE OF A DIRT ROAD, 2 FEET NORTH OF A POWER POLE, AND 1 FOOT
 BC2409'NORTHWEST OF A WITNESS POST.
 BC2409'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0048 ***********************************************************************
 AL0048  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0048  DESIGNATION -  104 FLHD
 AL0048  PID         -  AL0048
 AL0048  STATE/COUNTY-  FL/PINELLAS
 AL0048  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0048
 AL0048                         *CURRENT SURVEY CONTROL
 AL0048  ___________________________________________________________________
 AL0048* NAD 83(1986)-  28 09 37.     (N)    082 45 23.     (W)     SCALED    
 AL0048* NAVD 88     -         1.057  (meters)       3.47   (feet)  ADJUSTED  
 AL0048  ___________________________________________________________________
 AL0048  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL0048  DYNAMIC HT  -           1.055 (meters)       3.46  (feet)  COMP
 AL0048  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AL0048
 AL0048  VERT ORDER  -  SECOND    CLASS I
 AL0048
 AL0048.The horizontal coordinates were scaled from a topographic map and have
 AL0048.an estimated accuracy of +/- 6 seconds.
 AL0048
 AL0048.The orthometric height was determined by differential leveling
 AL0048.and adjusted by the National Geodetic Survey in June 1991..
 AL0048
 AL0048.This Tidal Bench Mark is designated as VM 17172
 AL0048.by the Center for Operational Oceanographic Products and Services.
 AL0048
 AL0048.This Tidal Bench Mark is designated as VM 17200
 AL0048.by the Center for Operational Oceanographic Products and Services.
 AL0048
 AL0048.The geoid height was determined by GEOID03.
 AL0048
 AL0048.The dynamic height is computed by dividing the NAVD 88
 AL0048.geopotential number by the normal gravity value computed on the
 AL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0048.degrees latitude (g = 980.6199 gals.).
 AL0048
 AL0048.The modeled gravity was interpolated from observed gravity values.
 AL0048
 AL0048;                    North         East    Units  Estimated Accuracy
 AL0048;SPC FL W     -   424,200.      125,710.      MT  (+/- 180 meters Scaled)
 AL0048
 AL0048                          SUPERSEDED SURVEY CONTROL
 AL0048
 AL0048  NGVD 29 (??/??/92)    1.314  (m)            4.31   (f) ADJ UNCH    2 1
 AL0048
 AL0048.Superseded values are not recommended for survey control.
 AL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0048.See file dsdata.txt to determine how the superseded data were derived.
 AL0048
 AL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275162(NAD 83)
 AL0048_MARKER: DD = SURVEY DISK
 AL0048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0048_STAMPING: 104 SRD
 AL0048_MARK LOGO: FLHD  
 AL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0048+STABILITY: SURFACE MOTION
 AL0048
 AL0048  HISTORY     - Date     Condition        Report By
 AL0048  HISTORY     - UNK      MONUMENTED       FLHD
 AL0048  HISTORY     - 1975     GOOD             FLDT
 AL0048  HISTORY     - 1983     GOOD             FLDNR
 AL0048  HISTORY     - 1990     GOOD             USPSQD
 AL0048
 AL0048                          STATION DESCRIPTION
 AL0048
 AL0048'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0048'1 MI N FROM TARPON SPRINGS.
 AL0048'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0048'ALT. HIGHWAY 19, RUN SOUTHEASTERLY ON U.S. ALT. HIGHWAY 19 FOR
 AL0048'1.9 MILE.  STATION ON LEFT, 24 FT. EAST OF U.S. ALT. HIGHWAY 19,
 AL0048'200 FT. NORTH OF ANCLOTE ROAD (C.R. 47).  SET IN TOP OF HEADWALL.
 AL0048'SECTION 1, T 27S, R 15E
 AL0048
 AL0048                          STATION RECOVERY (1983)
 AL0048
 AL0048'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0048'RECOVERED IN GOOD CONDITION.
 AL0048
 AL0048                          STATION RECOVERY (1990)
 AL0048
 AL0048'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2719 ***********************************************************************
 AD2719  DESIGNATION -  10.414
 AD2719  PID         -  AD2719
 AD2719  STATE/COUNTY-  FL/PALM BEACH
 AD2719  USGS QUAD   -  LAKE WORTH (1983)
 AD2719
 AD2719                         *CURRENT SURVEY CONTROL
 AD2719  ___________________________________________________________________
 AD2719* NAD 83(1986)-  26 35 02.     (N)    080 02 48.     (W)     SCALED    
 AD2719* NAVD 88     -         2.699  (meters)       8.86   (feet)  ADJUSTED  
 AD2719  ___________________________________________________________________
 AD2719  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AD2719  DYNAMIC HT  -           2.694 (meters)       8.84  (feet)  COMP
 AD2719  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 AD2719
 AD2719  VERT ORDER  -  SECOND    CLASS 0
 AD2719
 AD2719.The horizontal coordinates were scaled from a topographic map and have
 AD2719.an estimated accuracy of +/- 6 seconds.
 AD2719
 AD2719.The orthometric height was determined by differential leveling
 AD2719.and adjusted by the National Geodetic Survey in June 1991..
 AD2719
 AD2719.The geoid height was determined by GEOID03.
 AD2719
 AD2719.The dynamic height is computed by dividing the NAVD 88
 AD2719.geopotential number by the normal gravity value computed on the
 AD2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2719.degrees latitude (g = 980.6199 gals.).
 AD2719
 AD2719.The modeled gravity was interpolated from observed gravity values.
 AD2719
 AD2719;                    North         East    Units  Estimated Accuracy
 AD2719;SPC FL E     -   249,660.      294,970.      MT  (+/- 180 meters Scaled)
 AD2719
 AD2719                          SUPERSEDED SURVEY CONTROL
 AD2719
 AD2719  NGVD 29 (??/??/92)    3.170  (m)           10.40   (f) ADJ UNCH    2 0
 AD2719
 AD2719.Superseded values are not recommended for survey control.
 AD2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2719.See file dsdata.txt to determine how the superseded data were derived.
 AD2719
 AD2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK949407(NAD 83)
 AD2719_MARKER: DD = SURVEY DISK
 AD2719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2719_SP_SET: BRIDGE
 AD2719_STAMPING: 10.414
 AD2719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2719+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AD2719
 AD2719  HISTORY     - Date     Condition        Report By
 AD2719  HISTORY     - UNK      MONUMENTED       FLDT
 AD2719  HISTORY     - 1970     GOOD             NGS
 AD2719  HISTORY     - 1973     GOOD             NGS
 AD2719  HISTORY     - 1987     GOOD             USPSQD
 AD2719  HISTORY     - 1987     GOOD             USPSQD
 AD2719  HISTORY     - 1989     GOOD             USPSQD
 AD2719  HISTORY     - 20000918 GOOD             USPSQD
 AD2719  HISTORY     - 20030919 GOOD             USPSQD
 AD2719  HISTORY     - 20050209 GOOD             USPSQD
 AD2719  HISTORY     - 20060421 GOOD             USPSQD
 AD2719
 AD2719                          STATION DESCRIPTION
 AD2719
 AD2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2719'AT LANTANA.
 AD2719'AT LANTANA, ABOUT 0.4 MILE EAST ALONG OCEAN AVENUE FROM THE POST
 AD2719'OFFICE AND THE CROSSING OF THE FLORIDA EAST COAST RAILWAY, AT
 AD2719'THE WEST END AND ON TOP OF THE SOUTHWEST CONCRETE WING WALL OF
 AD2719'THE AVENUE BRIDGE OVER THE INTRACOASTAL WATERWAY (LAKE WORTH),
 AD2719'19 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE AND LEVEL WITH
 AD2719'THE CENTER OF THE AVENUE.
 AD2719
 AD2719                          STATION RECOVERY (1973)
 AD2719
 AD2719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2719'RECOVERED IN GOOD CONDITION.
 AD2719
 AD2719                          STATION RECOVERY (1987)
 AD2719
 AD2719'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 AD2719'RECOVERED IN GOOD CONDITION.
 AD2719
 AD2719                          STATION RECOVERY (1987)
 AD2719
 AD2719'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AD2719'RECOVERED IN GOOD CONDITION.
 AD2719
 AD2719                          STATION RECOVERY (1989)
 AD2719
 AD2719'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2719'RECOVERED IN GOOD CONDITION.
 AD2719
 AD2719                          STATION RECOVERY (2000)
 AD2719
 AD2719'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2719'RECOVERED IN GOOD CONDITION.
 AD2719
 AD2719                          STATION RECOVERY (2003)
 AD2719
 AD2719'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2719'RECOVERED IN GOOD CONDITION.
 AD2719
 AD2719                          STATION RECOVERY (2005)
 AD2719
 AD2719'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2719'RECOVERED IN GOOD CONDITION.
 AD2719
 AD2719                          STATION RECOVERY (2006)
 AD2719
 AD2719'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5781 ***********************************************************************
 AD5781  DESIGNATION -  10.462 USE
 AD5781  PID         -  AD5781
 AD5781  STATE/COUNTY-  FL/BROWARD
 AD5781  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5781
 AD5781                         *CURRENT SURVEY CONTROL
 AD5781  ___________________________________________________________________
 AD5781* NAD 83(1986)-  26 05 42.     (N)    080 13 44.     (W)     SCALED    
 AD5781* NAVD 88     -         2.721  (meters)       8.93   (feet)  ADJUSTED  
 AD5781  ___________________________________________________________________
 AD5781  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AD5781  DYNAMIC HT  -           2.717 (meters)       8.91  (feet)  COMP
 AD5781  MODELED GRAV-     979,057.9   (mgal)                       NAVD 88
 AD5781
 AD5781  VERT ORDER  -  FIRST     CLASS II
 AD5781
 AD5781.The horizontal coordinates were scaled from a topographic map and have
 AD5781.an estimated accuracy of +/- 6 seconds.
 AD5781
 AD5781.The orthometric height was determined by differential leveling
 AD5781.and adjusted by the National Geodetic Survey in June 1991..
 AD5781
 AD5781.The geoid height was determined by GEOID03.
 AD5781
 AD5781.The dynamic height is computed by dividing the NAVD 88
 AD5781.geopotential number by the normal gravity value computed on the
 AD5781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5781.degrees latitude (g = 980.6199 gals.).
 AD5781
 AD5781.The modeled gravity was interpolated from observed gravity values.
 AD5781
 AD5781;                    North         East    Units  Estimated Accuracy
 AD5781;SPC FL E     -   195,370.      277,140.      MT  (+/- 180 meters Scaled)
 AD5781
 AD5781                          SUPERSEDED SURVEY CONTROL
 AD5781
 AD5781  NGVD 29 (09/01/92)    3.210  (m)           10.53   (f) ADJUSTED    1 2
 AD5781
 AD5781.Superseded values are not recommended for survey control.
 AD5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5781.See file dsdata.txt to determine how the superseded data were derived.
 AD5781
 AD5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ771864(NAD 83)
 AD5781_MARKER: DB = BENCH MARK DISK
 AD5781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5781_SP_SET: CONCRETE BOAT LOCK WALL
 AD5781_STAMPING: 10.462 MSL 1939
 AD5781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5781+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 AD5781
 AD5781  HISTORY     - Date     Condition        Report By
 AD5781  HISTORY     - 1939     MONUMENTED       USE
 AD5781  HISTORY     - 1978     GOOD             FL-011
 AD5781  HISTORY     - 19910716 GOOD             USPSQD
 AD5781  HISTORY     - 19940307 GOOD             USPSQD
 AD5781  HISTORY     - 20010416 GOOD             GCYI
 AD5781  HISTORY     - 20020114 GOOD             NGS
 AD5781
 AD5781                          STATION DESCRIPTION
 AD5781
 AD5781'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5781'1.9 MI NORTH FROM DAVIE.
 AD5781'ABOUT 1.9 MILES NORTH OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5781'STATE ROAD 84 AND U.S. 441 PROCEED 1.8 MILES NORTHWEST ALONG
 AD5781'STATE ROAD 84 TO THE MARK. THE MARK IS LOCATED 765 FEET WEST OF THE
 AD5781'PROJECTED CENTERLINE OF DAVIE ROAD AT THE NORTH NEW RIVER CANAL LOCK
 AD5781'NUMBER 1. THE MARK IS 130 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AD5781'THE WESTBOUND LANES OF STATE ROAD 84. THE MARK IS A U.S. CORPS OF
 AD5781'ENGINEERS DISK.
 AD5781
 AD5781                          STATION RECOVERY (1991)
 AD5781
 AD5781'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5781'RECOVERED IN GOOD CONDITION.
 AD5781
 AD5781                          STATION RECOVERY (1994)
 AD5781
 AD5781'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5781'RECOVERED IN GOOD CONDITION.
 AD5781
 AD5781                          STATION RECOVERY (2001)
 AD5781
 AD5781'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5781'RECOVERED IN GOOD CONDITION.
 AD5781
 AD5781                          STATION RECOVERY (2002)
 AD5781
 AD5781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5781'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9539 ***********************************************************************
 AG9539  DESIGNATION -  105
 AG9539  PID         -  AG9539
 AG9539  STATE/COUNTY-  FL/SARASOTA
 AG9539  USGS QUAD   -  MYAKKA RIVER (1987)
 AG9539
 AG9539                         *CURRENT SURVEY CONTROL
 AG9539  ___________________________________________________________________
 AG9539* NAD 83(1999)-  27 02 47.75353(N)    082 15 20.32569(W)     ADJUSTED  
 AG9539* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 AG9539  ___________________________________________________________________
 AG9539  X           -     766,007.954 (meters)                     COMP
 AG9539  Y           -  -5,632,673.946 (meters)                     COMP
 AG9539  Z           -   2,882,805.460 (meters)                     COMP
 AG9539  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AG9539  ELLIP HEIGHT-         -21.25  (meters)          (06/19/01) GPS OBS
 AG9539  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AG9539
 AG9539  HORZ ORDER  -  FIRST
 AG9539  ELLP ORDER  -  FOURTH    CLASS I
 AG9539
 AG9539.The horizontal coordinates were established by GPS observations
 AG9539.and adjusted by the National Geodetic Survey in June 2001..
 AG9539
 AG9539.The orthometric height was determined by GPS observations and a
 AG9539.high-resolution geoid model.
 AG9539
 AG9539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9539
 AG9539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9539
 AG9539.The ellipsoidal height was determined by GPS observations
 AG9539.and is referenced to NAD 83.
 AG9539
 AG9539.The geoid height was determined by GEOID03.
 AG9539
 AG9539;                    North         East     Units Scale Factor Converg.
 AG9539;SPC FL W     -   300,592.738   174,637.791   MT  0.99994911   -0 06 58.5
 AG9539;SPC FL W     -   986,194.67    572,957.49   sFT  0.99994911   -0 06 58.5
 AG9539;UTM  17      - 2,992,217.002   375,466.346   MT  0.99979145   -0 34 15.7
 AG9539
 AG9539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9539!SPC FL W     -   1.00000334  x   0.99994911  =   0.99995245
 AG9539!UTM  17      -   1.00000334  x   0.99979145  =   0.99979479
 AG9539
 AG9539                          SUPERSEDED SURVEY CONTROL
 AG9539
 AG9539  NAD 83(1990)-  27 02 47.75200(N)    082 15 20.32509(W) AD(       ) 1
 AG9539  ELLIP H (05/09/94)  -21.23   (m)                       GP(       ) 4 2
 AG9539
 AG9539.Superseded values are not recommended for survey control.
 AG9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9539.See file dsdata.txt to determine how the superseded data were derived.
 AG9539
 AG9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7546692217(NAD 83)
 AG9539_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9539_SP_SET: CONCRETE POST
 AG9539_STAMPING: 105
 AG9539_MARK LOGO: FL-115
 AG9539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9539+STABILITY: SURFACE MOTION
 AG9539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9539+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 AG9539
 AG9539  HISTORY     - Date     Condition        Report By
 AG9539  HISTORY     - 1992     MONUMENTED       FL-115
 AG9539  HISTORY     - 20020104 GOOD             USPSQD
 AG9539  HISTORY     - 20040512 GOOD             DEWDAV
 AG9539  HISTORY     - 20050403 GOOD             INDIV
 AG9539
 AG9539                          STATION DESCRIPTION
 AG9539
 AG9539'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9539'TO REACH THE STATION FROM THE INTERSECTION OF RIVER ROAD AND U.S.
 AG9539'HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9539'HIGHWAY 41 (TAMIAMI TRAIL), 2.75 MI (4.43 KM) TO THE STATION ON THE
 AG9539'LEFT.
 AG9539'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---105---
 AG9539'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9539'4-INCHES BELOW THE GROUND. IT IS 69.6 FT (21.21 M) WESTERLY OF THE
 AG9539'CENTERLINE OF GRANADA BOULEVARD, 50.5 FT (15.39 M) SOUTHERLY OF THE
 AG9539'CENTERLINE OF FRONTAGE ROAD, AND BEING NORTHERLY OF THE NORTH BOUND
 AG9539'LANES OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).
 AG9539'REFERENCES--
 AG9539'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9539'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9539'PAVEMENT ROAD BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9539'IS 17.0 FT (5.18 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 105,
 AG9539'AND 19.47 FT (5.93 M) EASTERLY OF SARCO REFERENCE NO. 2.
 AG9539'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9539'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9539'PAVEMENT ROAD BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9539'IS 16.98 FT (5.18 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 105,
 AG9539'AND 19.47 FT (5.93 M) WESTERLY OF SARCO REFERENCE NO. 1.
 AG9539
 AG9539                          STATION RECOVERY (2002)
 AG9539
 AG9539'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9539'COULD NHOT FIND 105 RM1 AND 105 RM2
 AG9539
 AG9539                          STATION RECOVERY (2004)
 AG9539
 AG9539'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AG9539'RECOVERED IN GOOD CONDITION.
 AG9539
 AG9539                          STATION RECOVERY (2005)
 AG9539
 AG9539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJO)
 AG9539'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2410 ***********************************************************************
 BC2410  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2410  DESIGNATION -  105 CMP
 BC2410  PID         -  BC2410
 BC2410  STATE/COUNTY-  FL/NASSAU
 BC2410  USGS QUAD   -  KINGS FERRY (1992)
 BC2410
 BC2410                         *CURRENT SURVEY CONTROL
 BC2410  ___________________________________________________________________
 BC2410* NAD 83(1986)-  30 45 54.     (N)    081 50 57.     (W)     SCALED    
 BC2410* NAVD 88     -         5.798  (meters)      19.02   (feet)  ADJUSTED  
 BC2410  ___________________________________________________________________
 BC2410  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BC2410  DYNAMIC HT  -           5.791 (meters)      19.00  (feet)  COMP
 BC2410  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BC2410
 BC2410  VERT ORDER  -  SECOND    CLASS I
 BC2410
 BC2410.The horizontal coordinates were scaled from a topographic map and have
 BC2410.an estimated accuracy of +/- 6 seconds.
 BC2410
 BC2410.The orthometric height was determined by differential leveling
 BC2410.and adjusted by the National Geodetic Survey in June 1991..
 BC2410
 BC2410.This Tidal Bench Mark is designated as VM 4958
 BC2410.by the Center for Operational Oceanographic Products and Services.
 BC2410
 BC2410.The geoid height was determined by GEOID03.
 BC2410
 BC2410.The dynamic height is computed by dividing the NAVD 88
 BC2410.geopotential number by the normal gravity value computed on the
 BC2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2410.degrees latitude (g = 980.6199 gals.).
 BC2410
 BC2410.The modeled gravity was interpolated from observed gravity values.
 BC2410
 BC2410;                    North         East    Units  Estimated Accuracy
 BC2410;SPC FL E     -   712,980.      118,710.      MT  (+/- 180 meters Scaled)
 BC2410
 BC2410                          SUPERSEDED SURVEY CONTROL
 BC2410
 BC2410.No superseded survey control is available for this station.
 BC2410
 BC2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ187038(NAD 83)
 BC2410_MARKER: DD = SURVEY DISK
 BC2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2410_SP_SET: CONCRETE POST
 BC2410_STAMPING: 105 CMP 1970
 BC2410_MARK LOGO: USGS  
 BC2410_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2410+STABILITY: SURFACE MOTION
 BC2410
 BC2410  HISTORY     - Date     Condition        Report By
 BC2410  HISTORY     - 1970     MONUMENTED       USGS
 BC2410  HISTORY     - 1985     GOOD             FLDNR
 BC2410
 BC2410                          STATION DESCRIPTION
 BC2410
 BC2410'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2410'7.2 MI NE FROM HILLIARD.
 BC2410'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2410'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2410'6.6 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 62.4
 BC2410'FEET EAST-SOUTHEAST OF THE CENTERLINE OF S 115A, 13.6 FEET
 BC2410'SOUTH-SOUTHWEST OF A DIRT DRIVE LEADING EAST, AND 1 FOOT WEST OF A
 BC2410'FENCE CORNER.
 BC2410'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0049 ***********************************************************************
 AL0049  DESIGNATION -  105 FLHD
 AL0049  PID         -  AL0049
 AL0049  STATE/COUNTY-  FL/PINELLAS
 AL0049  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0049
 AL0049                         *CURRENT SURVEY CONTROL
 AL0049  ___________________________________________________________________
 AL0049* NAD 83(1986)-  28 09 31.     (N)    082 45 23.     (W)     SCALED    
 AL0049* NAVD 88     -         0.940  (meters)       3.08   (feet)  ADJUSTED  
 AL0049  ___________________________________________________________________
 AL0049  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL0049  DYNAMIC HT  -           0.939 (meters)       3.08  (feet)  COMP
 AL0049  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL0049
 AL0049  VERT ORDER  -  SECOND    CLASS II
 AL0049
 AL0049.The horizontal coordinates were scaled from a topographic map and have
 AL0049.an estimated accuracy of +/- 6 seconds.
 AL0049
 AL0049.The orthometric height was determined by differential leveling
 AL0049.and adjusted by the National Geodetic Survey in June 1991..
 AL0049
 AL0049.The geoid height was determined by GEOID03.
 AL0049
 AL0049.The dynamic height is computed by dividing the NAVD 88
 AL0049.geopotential number by the normal gravity value computed on the
 AL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0049.degrees latitude (g = 980.6199 gals.).
 AL0049
 AL0049.The modeled gravity was interpolated from observed gravity values.
 AL0049
 AL0049;                    North         East    Units  Estimated Accuracy
 AL0049;SPC FL W     -   424,020.      125,710.      MT  (+/- 180 meters Scaled)
 AL0049
 AL0049                          SUPERSEDED SURVEY CONTROL
 AL0049
 AL0049  NGVD 29 (??/??/92)    1.198  (m)            3.93   (f) ADJ UNCH    2 2
 AL0049
 AL0049.Superseded values are not recommended for survey control.
 AL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0049.See file dsdata.txt to determine how the superseded data were derived.
 AL0049
 AL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275160(NAD 83)
 AL0049_MARKER: DD = SURVEY DISK
 AL0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0049_SP_SET: BRIDGE
 AL0049_STAMPING: 105 SRD
 AL0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0049
 AL0049  HISTORY     - Date     Condition        Report By
 AL0049  HISTORY     - UNK      MONUMENTED       FLHD
 AL0049  HISTORY     - 1975     GOOD             FLDT
 AL0049  HISTORY     - 1990     GOOD             USPSQD
 AL0049
 AL0049                          STATION DESCRIPTION
 AL0049
 AL0049'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0049'1 MI N FROM TARPON SPRINGS.
 AL0049'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0049'ALT. HIGHWAY 19, RUN SOUTHWESTERLY ON U.S. ALT. HIGHWAY 19
 AL0049'FOR 2.0 MILES.  STATION ON LEFT, 40 FT. EAST OF U.S. ALT.
 AL0049'HIGHWAY 19, 282 FT. NORTH OF NORTH END OF ANCLOTE RIVER BRIDGE.
 AL0049'SE IN TOP OF CONCRETE HEADWALL.  SECTION 12, T 27S, R 15E
 AL0049
 AL0049                          STATION RECOVERY (1990)
 AL0049
 AL0049'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4015 ***********************************************************************
 AK4015  DESIGNATION -  10.54
 AK4015  PID         -  AK4015
 AK4015  STATE/COUNTY-  FL/BREVARD
 AK4015  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4015
 AK4015                         *CURRENT SURVEY CONTROL
 AK4015  ___________________________________________________________________
 AK4015* NAD 83(1986)-  28 05 05.     (N)    080 35 19.     (W)     SCALED    
 AK4015* NAVD 88     -         2.778  (meters)       9.11   (feet)  ADJUSTED  
 AK4015  ___________________________________________________________________
 AK4015  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK4015  DYNAMIC HT  -           2.774 (meters)       9.10  (feet)  COMP
 AK4015  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AK4015
 AK4015  VERT ORDER  -  SECOND    CLASS 0
 AK4015
 AK4015.The horizontal coordinates were scaled from a topographic map and have
 AK4015.an estimated accuracy of +/- 6 seconds.
 AK4015
 AK4015.The orthometric height was determined by differential leveling
 AK4015.and adjusted by the National Geodetic Survey in June 1991..
 AK4015
 AK4015.The geoid height was determined by GEOID03.
 AK4015
 AK4015.The dynamic height is computed by dividing the NAVD 88
 AK4015.geopotential number by the normal gravity value computed on the
 AK4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4015.degrees latitude (g = 980.6199 gals.).
 AK4015
 AK4015.The modeled gravity was interpolated from observed gravity values.
 AK4015
 AK4015;                    North         East    Units  Estimated Accuracy
 AK4015;SPC FL E     -   415,670.      240,430.      MT  (+/- 180 meters Scaled)
 AK4015
 AK4015                          SUPERSEDED SURVEY CONTROL
 AK4015
 AK4015  NGVD 29 (??/??/92)    3.216  (m)           10.55   (f) ADJ UNCH    2 0
 AK4015
 AK4015.Superseded values are not recommended for survey control.
 AK4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4015.See file dsdata.txt to determine how the superseded data were derived.
 AK4015
 AK4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM404066(NAD 83)
 AK4015_MARKER: DD = SURVEY DISK
 AK4015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK4015_SP_SET: BRIDGE ABUTMENT
 AK4015_STAMPING: 10.54
 AK4015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK4015
 AK4015  HISTORY     - Date     Condition        Report By
 AK4015  HISTORY     - UNK      MONUMENTED       FLDT
 AK4015  HISTORY     - 1953     GOOD             NGS
 AK4015  HISTORY     - 1971     GOOD             NGS
 AK4015  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 AK4015  HISTORY     - 19970404 MARK NOT FOUND   USPSQD
 AK4015
 AK4015                          STATION DESCRIPTION
 AK4015
 AK4015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK4015'1 MI E FROM MELBOURNE.
 AK4015'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA
 AK4015'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP  OF EAST
 AK4015'ABUTMENT OF BRIDGE NO. 36 OVER INDIAN RIVER, 13 FEET NORTH OF
 AK4015'CENTER LINE OF HIGHWAY AND ABOUT 3/4 FOOT ABOVE LEVEL OF HIGHWAY.
 AK4015
 AK4015                          STATION RECOVERY (1971)
 AK4015
 AK4015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK4015'RECOVERED IN GOOD CONDITION.
 AK4015
 AK4015                          STATION RECOVERY (1997)
 AK4015
 AK4015'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4015'MARK NOT FOUND.
 AK4015
 AK4015                          STATION RECOVERY (1997)
 AK4015
 AK4015'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4016 ***********************************************************************
 AK4016  DESIGNATION -  10.55
 AK4016  PID         -  AK4016
 AK4016  STATE/COUNTY-  FL/BREVARD
 AK4016  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4016
 AK4016                         *CURRENT SURVEY CONTROL
 AK4016  ___________________________________________________________________
 AK4016* NAD 83(1986)-  28 04 57.     (N)    080 35 39.     (W)     SCALED    
 AK4016* NAVD 88     -         2.785  (meters)       9.14   (feet)  ADJUSTED  
 AK4016  ___________________________________________________________________
 AK4016  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK4016  DYNAMIC HT  -           2.781 (meters)       9.12  (feet)  COMP
 AK4016  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AK4016
 AK4016  VERT ORDER  -  SECOND    CLASS 0
 AK4016
 AK4016.The horizontal coordinates were scaled from a topographic map and have
 AK4016.an estimated accuracy of +/- 6 seconds.
 AK4016
 AK4016.The orthometric height was determined by differential leveling
 AK4016.and adjusted by the National Geodetic Survey in June 1991..
 AK4016
 AK4016.The geoid height was determined by GEOID03.
 AK4016
 AK4016.The dynamic height is computed by dividing the NAVD 88
 AK4016.geopotential number by the normal gravity value computed on the
 AK4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4016.degrees latitude (g = 980.6199 gals.).
 AK4016
 AK4016.The modeled gravity was interpolated from observed gravity values.
 AK4016
 AK4016;                    North         East    Units  Estimated Accuracy
 AK4016;SPC FL E     -   415,420.      239,890.      MT  (+/- 180 meters Scaled)
 AK4016
 AK4016                          SUPERSEDED SURVEY CONTROL
 AK4016
 AK4016  NGVD 29 (??/??/92)    3.222  (m)           10.57   (f) ADJ UNCH    2 0
 AK4016
 AK4016.Superseded values are not recommended for survey control.
 AK4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4016.See file dsdata.txt to determine how the superseded data were derived.
 AK4016
 AK4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM398064(NAD 83)
 AK4016_MARKER: DD = SURVEY DISK
 AK4016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK4016_SP_SET: BRIDGE ABUTMENT
 AK4016_STAMPING: 10.55
 AK4016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK4016
 AK4016  HISTORY     - Date     Condition        Report By
 AK4016  HISTORY     - UNK      MONUMENTED       FLDT
 AK4016  HISTORY     - 1953     GOOD             NGS
 AK4016  HISTORY     - 1971     GOOD             NGS
 AK4016  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 AK4016  HISTORY     - 19970404 MARK NOT FOUND   USPSQD
 AK4016  HISTORY     - 20030105 MARK NOT FOUND   USPSQD
 AK4016  HISTORY     - 20040122 MARK NOT FOUND   USPSQD
 AK4016
 AK4016                          STATION DESCRIPTION
 AK4016
 AK4016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK4016'0.7 MI E FROM MELBOURNE.
 AK4016'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA
 AK4016'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP OF THE WEST
 AK4016'ABUTMENT OF BRIDGE NO. 36 OVER INDIAN RIVER, 13 1/2 FEET SOUTH
 AK4016'OF CENTER LINE OF HIGHWAY AND ABOUT 3/4 FOOT ABOVE LEVEL OF
 AK4016'HIGHWAY.  NOTE-- F.E.C. RWY STATION IS GONE.
 AK4016
 AK4016                          STATION RECOVERY (1971)
 AK4016
 AK4016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK4016'RECOVERED IN GOOD CONDITION.
 AK4016
 AK4016                          STATION RECOVERY (1997)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4016'MARK NOT FOUND.
 AK4016
 AK4016                          STATION RECOVERY (1997)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4016'MARK NOT FOUND.
 AK4016
 AK4016                          STATION RECOVERY (2003)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 2003 (EGH)
 AK4016'MARK NOT FOUND.
 AK4016
 AK4016                          STATION RECOVERY (2004)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 2004 (GRF)
 AK4016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2411 ***********************************************************************
 BC2411  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2411  DESIGNATION -  106 CMP
 BC2411  PID         -  BC2411
 BC2411  STATE/COUNTY-  FL/NASSAU
 BC2411  USGS QUAD   -  KINGS FERRY (1992)
 BC2411
 BC2411                         *CURRENT SURVEY CONTROL
 BC2411  ___________________________________________________________________
 BC2411* NAD 83(1986)-  30 46 40.     (N)    081 50 44.     (W)     SCALED    
 BC2411* NAVD 88     -         3.859  (meters)      12.66   (feet)  ADJUSTED  
 BC2411  ___________________________________________________________________
 BC2411  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC2411  DYNAMIC HT  -           3.854 (meters)      12.64  (feet)  COMP
 BC2411  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 BC2411
 BC2411  VERT ORDER  -  SECOND    CLASS I
 BC2411
 BC2411.The horizontal coordinates were scaled from a topographic map and have
 BC2411.an estimated accuracy of +/- 6 seconds.
 BC2411
 BC2411.The orthometric height was determined by differential leveling
 BC2411.and adjusted by the National Geodetic Survey in May 2004..
 BC2411.No vertical observational check was made to the station.
 BC2411
 BC2411.This Tidal Bench Mark is designated as VM 4959
 BC2411.by the Center for Operational Oceanographic Products and Services.
 BC2411
 BC2411.The geoid height was determined by GEOID03.
 BC2411
 BC2411.The dynamic height is computed by dividing the NAVD 88
 BC2411.geopotential number by the normal gravity value computed on the
 BC2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2411.degrees latitude (g = 980.6199 gals.).
 BC2411
 BC2411.The modeled gravity was interpolated from observed gravity values.
 BC2411
 BC2411;                    North         East    Units  Estimated Accuracy
 BC2411;SPC FL E     -   714,390.      119,060.      MT  (+/- 180 meters Scaled)
 BC2411
 BC2411                          SUPERSEDED SURVEY CONTROL
 BC2411
 BC2411  NAVD 88 (06/15/91)    3.864  (m)           12.68   (f) UNKNOWN     2 1
 BC2411
 BC2411.Superseded values are not recommended for survey control.
 BC2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2411.See file dsdata.txt to determine how the superseded data were derived.
 BC2411
 BC2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ190052(NAD 83)
 BC2411_MARKER: DD = SURVEY DISK
 BC2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2411_SP_SET: CONCRETE POST
 BC2411_STAMPING: 106 CMP 1970
 BC2411_MARK LOGO: USGS  
 BC2411_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2411+STABILITY: SURFACE MOTION
 BC2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2411+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 BC2411
 BC2411  HISTORY     - Date     Condition        Report By
 BC2411  HISTORY     - 1970     MONUMENTED       USGS
 BC2411  HISTORY     - 1985     GOOD             FLDNR
 BC2411  HISTORY     - 20010821 GOOD             FLDEP
 BC2411
 BC2411                          STATION DESCRIPTION
 BC2411
 BC2411'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2411'8.1 MI NE FROM HILLIARD.
 BC2411'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2411'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2411'7.5 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 56.4
 BC2411'FEET NORTHWEST OF THE CENTERLINE OF S 115A, 18 FEET SOUTHWEST OF A
 BC2411'DRAINAGE SLOUGH, AND 1.5 FEET NORTHWEST OF A WITNESS POST.
 BC2411
 BC2411                          STATION RECOVERY (2001)
 BC2411
 BC2411'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2411'RECOVERED AS DESCRIBED.
 BC2411' 
 BC2411' 
 BC2411' 
 BC2411' 
 BC2411' 
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 BC2411' 
 BC2411' 
 BC2411' 
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 BC2411' 
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 BC2411' 
 BC2411' 
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1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1544 ***********************************************************************
 AD1544  DESIGNATION -  106 ERS
 AD1544  PID         -  AD1544
 AD1544  STATE/COUNTY-  FL/LEE
 AD1544  USGS QUAD   -  FORT MYERS NW (1987)
 AD1544
 AD1544                         *CURRENT SURVEY CONTROL
 AD1544  ___________________________________________________________________
 AD1544* NAD 83(1986)-  26 39 59.     (N)    081 56 33.     (W)     SCALED    
 AD1544* NAVD 88     -         3.754  (meters)      12.32   (feet)  ADJUSTED  
 AD1544  ___________________________________________________________________
 AD1544  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AD1544  DYNAMIC HT  -           3.749 (meters)      12.30  (feet)  COMP
 AD1544  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 AD1544
 AD1544  VERT ORDER  -  FIRST     CLASS I
 AD1544
 AD1544.The horizontal coordinates were scaled from a topographic map and have
 AD1544.an estimated accuracy of +/- 6 seconds.
 AD1544
 AD1544.The orthometric height was determined by differential leveling
 AD1544.and adjusted by the National Geodetic Survey in June 1991..
 AD1544
 AD1544.The geoid height was determined by GEOID03.
 AD1544
 AD1544.The dynamic height is computed by dividing the NAVD 88
 AD1544.geopotential number by the normal gravity value computed on the
 AD1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1544.degrees latitude (g = 980.6199 gals.).
 AD1544
 AD1544.The modeled gravity was interpolated from observed gravity values.
 AD1544
 AD1544;                    North         East    Units  Estimated Accuracy
 AD1544;SPC FL W     -   258,440.      205,720.      MT  (+/- 180 meters Scaled)
 AD1544
 AD1544                          SUPERSEDED SURVEY CONTROL
 AD1544
 AD1544  NGVD 29 (??/??/92)    4.117  (m)           13.51   (f) ADJ UNCH    1 1
 AD1544
 AD1544.Superseded values are not recommended for survey control.
 AD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1544.See file dsdata.txt to determine how the superseded data were derived.
 AD1544
 AD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK062498(NAD 83)
 AD1544_MARKER: DD = SURVEY DISK
 AD1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1544_STAMPING: 106 ERS 1952
 AD1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1544+STABILITY: SURFACE MOTION
 AD1544
 AD1544  HISTORY     - Date     Condition        Report By
 AD1544  HISTORY     - 1952     MONUMENTED       USGS
 AD1544  HISTORY     - 1965     GOOD             NGS
 AD1544  HISTORY     - 1974     GOOD             NGS
 AD1544  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD1544  HISTORY     - 19980312 MARK NOT FOUND   USPSQD
 AD1544  HISTORY     - 2002     MARK NOT FOUND   NGS
 AD1544  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AD1544
 AD1544                          STATION DESCRIPTION
 AD1544
 AD1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1544'4.1 MI W FROM NORTH FORT MYERS.
 AD1544'ABOUT 0.1 MILE NORTHWEST ALONG BUSINESS U.S. HIGHWAY 41 FROM THE
 AD1544'POST OFFICE AT NORTH FORT MYERS, THENCE 3.85 MILES WEST ALONG
 AD1544'PONDELLA ROAD (STATE HIGHWAY S 78 A), THENCE 0.15 MILE SOUTHWEST
 AD1544'ALONG STATE HIGHWAY 78, 0.15 MILE SOUTHWEST OF THE JUNCTION OF DEL
 AD1544'PRADO EXPRESSWAY LEADING SOUTHEAST, 36.5 FEET SOUTHEAST OF THE CENTER
 AD1544'LINE OF THE HIGHWAY, 4 1/2 FEET WEST OF A POWER POLE SUPPORTING
 AD1544'A TRANSFORMER, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 AD1544'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP
 AD1544'OF A CONCRETE POST PROJECTING 0.4 FOOT.  IN SECTION 7, R 24 E, T 44 S.
 AD1544
 AD1544                          STATION RECOVERY (1974)
 AD1544
 AD1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1544'RECOVERED IN GOOD CONDITION.
 AD1544
 AD1544                          STATION RECOVERY (1984)
 AD1544
 AD1544'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1544'MARK NOT FOUND.
 AD1544
 AD1544                          STATION RECOVERY (1998)
 AD1544
 AD1544'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1544'MARK NOT FOUND.
 AD1544
 AD1544                          STATION RECOVERY (2002)
 AD1544
 AD1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RLT)
 AD1544'MARK SEARCHED FOR AND NOT RECOVERED.  CONSIDERED DESTROYED DUE TO THE
 AD1544'FOUR LANEING
 AD1544'OF STATE HIGHWAY 78.
 AD1544'
 AD1544
 AD1544                          STATION RECOVERY (2003)
 AD1544
 AD1544'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1544'UNDER PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0050 ***********************************************************************
 AL0050  DESIGNATION -  106 FLHD
 AL0050  PID         -  AL0050
 AL0050  STATE/COUNTY-  FL/PINELLAS
 AL0050  USGS QUAD   -  DUNEDIN (1987)
 AL0050
 AL0050                         *CURRENT SURVEY CONTROL
 AL0050  ___________________________________________________________________
 AL0050* NAD 83(1986)-  28 03 37.     (N)    082 46 23.     (W)     SCALED    
 AL0050* NAVD 88     -         0.557  (meters)       1.83   (feet)  ADJUSTED  
 AL0050  ___________________________________________________________________
 AL0050  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AL0050  DYNAMIC HT  -           0.556 (meters)       1.82  (feet)  COMP
 AL0050  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AL0050
 AL0050  VERT ORDER  -  SECOND    CLASS II
 AL0050
 AL0050.The horizontal coordinates were scaled from a topographic map and have
 AL0050.an estimated accuracy of +/- 6 seconds.
 AL0050
 AL0050.The orthometric height was determined by differential leveling
 AL0050.and adjusted by the National Geodetic Survey in June 1991..
 AL0050
 AL0050.The geoid height was determined by GEOID03.
 AL0050
 AL0050.The dynamic height is computed by dividing the NAVD 88
 AL0050.geopotential number by the normal gravity value computed on the
 AL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0050.degrees latitude (g = 980.6199 gals.).
 AL0050
 AL0050.The modeled gravity was interpolated from observed gravity values.
 AL0050
 AL0050;                    North         East    Units  Estimated Accuracy
 AL0050;SPC FL W     -   413,130.      124,010.      MT  (+/- 180 meters Scaled)
 AL0050
 AL0050                          SUPERSEDED SURVEY CONTROL
 AL0050
 AL0050  NGVD 29 (??/??/92)    0.816  (m)            2.68   (f) ADJ UNCH    2 2
 AL0050
 AL0050.Superseded values are not recommended for survey control.
 AL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0050.See file dsdata.txt to determine how the superseded data were derived.
 AL0050
 AL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM257051(NAD 83)
 AL0050_MARKER: DD = SURVEY DISK
 AL0050_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AL0050+WITH SETTING: INTO GROUND
 AL0050_STAMPING: 106 SRD
 AL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0050+STABILITY: SURFACE MOTION
 AL0050
 AL0050  HISTORY     - Date     Condition        Report By
 AL0050  HISTORY     - UNK      MONUMENTED       FLHD
 AL0050  HISTORY     - 1975     GOOD             FLDT
 AL0050  HISTORY     - 1990     GOOD             USPSQD
 AL0050  HISTORY     - 1991     GOOD             USPSQD
 AL0050
 AL0050                          STATION DESCRIPTION
 AL0050
 AL0050'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0050'0.2 MI N FROM DUNEDIN.
 AL0050'TO REACH STATON FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0050'584, RUN SOUTHERLY ON U.S. ALT. 19 FOR 0.7 MILE.  STATION ON
 AL0050'LEFT, 37.5 FT. EAST OF CENTERLINE OF U.S. ALT. 19, 9 FEET NORTH
 AL0050'OF POWER POLE NUMBER 12A 5924R.  SET IN TOP OF CONCRETE PIPE
 AL0050'HEADWALL.  SECTION 11, T 28S, R 15E
 AL0050
 AL0050                          STATION RECOVERY (1990)
 AL0050
 AL0050'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0050'RECOVERED IN GOOD CONDITION.
 AL0050
 AL0050                          STATION RECOVERY (1991)
 AL0050
 AL0050'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2451 ***********************************************************************
 AK2451  DESIGNATION -  107 17 31
 AK2451  PID         -  AK2451
 AK2451  STATE/COUNTY-  FL/BREVARD
 AK2451  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2451
 AK2451                         *CURRENT SURVEY CONTROL
 AK2451  ___________________________________________________________________
 AK2451* NAD 83(1986)-  28 27 04.     (N)    080 33 19.     (W)     SCALED    
 AK2451* NAVD 88     -         3.552  (meters)      11.65   (feet)  ADJUSTED  
 AK2451  ___________________________________________________________________
 AK2451  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2451  DYNAMIC HT  -           3.547 (meters)      11.64  (feet)  COMP
 AK2451  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 AK2451
 AK2451  VERT ORDER  -  FIRST     CLASS II
 AK2451
 AK2451.The horizontal coordinates were scaled from a topographic map and have
 AK2451.an estimated accuracy of +/- 6 seconds.
 AK2451
 AK2451.The orthometric height was determined by differential leveling
 AK2451.and adjusted by the National Geodetic Survey in June 1991..
 AK2451
 AK2451.The geoid height was determined by GEOID03.
 AK2451
 AK2451.The dynamic height is computed by dividing the NAVD 88
 AK2451.geopotential number by the normal gravity value computed on the
 AK2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2451.degrees latitude (g = 980.6199 gals.).
 AK2451
 AK2451.The modeled gravity was interpolated from observed gravity values.
 AK2451
 AK2451;                    North         East    Units  Estimated Accuracy
 AK2451;SPC FL E     -   456,280.      243,560.      MT  (+/- 180 meters Scaled)
 AK2451
 AK2451                          SUPERSEDED SURVEY CONTROL
 AK2451
 AK2451  NGVD 29 (??/??/92)    3.937  (m)           12.92   (f) ADJ UNCH    1 2
 AK2451
 AK2451.Superseded values are not recommended for survey control.
 AK2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2451.See file dsdata.txt to determine how the superseded data were derived.
 AK2451
 AK2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2451_MARKER: DB = BENCH MARK DISK
 AK2451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2451_SP_SET: LAUNCH COMPLEX
 AK2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2451
 AK2451  HISTORY     - Date     Condition        Report By
 AK2451  HISTORY     - UNK      MONUMENTED       CGS
 AK2451  HISTORY     - 1962     GOOD             NGS
 AK2451
 AK2451                          STATION DESCRIPTION
 AK2451
 AK2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2451'AT CAPE CANAVERAL.
 AK2451'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2451'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2451'MINUTEMAN LAUNCH COMPLEX, AND 17 FEET EAST OF THE CENTER OF
 AK2451'LAUNCH RING 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2455 ***********************************************************************
 AK2455  DESIGNATION -  107 50 31
 AK2455  PID         -  AK2455
 AK2455  STATE/COUNTY-  FL/BREVARD
 AK2455  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2455
 AK2455                         *CURRENT SURVEY CONTROL
 AK2455  ___________________________________________________________________
 AK2455* NAD 83(1986)-  28 27 03.     (N)    080 33 21.     (W)     SCALED    
 AK2455* NAVD 88     -         3.337  (meters)      10.95   (feet)  ADJUSTED  
 AK2455  ___________________________________________________________________
 AK2455  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2455  DYNAMIC HT  -           3.332 (meters)      10.93  (feet)  COMP
 AK2455  MODELED GRAV-     979,227.9   (mgal)                       NAVD 88
 AK2455
 AK2455  VERT ORDER  -  FIRST     CLASS II
 AK2455
 AK2455.The horizontal coordinates were scaled from a topographic map and have
 AK2455.an estimated accuracy of +/- 6 seconds.
 AK2455
 AK2455.The orthometric height was determined by differential leveling
 AK2455.and adjusted by the National Geodetic Survey in June 1991..
 AK2455
 AK2455.The geoid height was determined by GEOID03.
 AK2455
 AK2455.The dynamic height is computed by dividing the NAVD 88
 AK2455.geopotential number by the normal gravity value computed on the
 AK2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2455.degrees latitude (g = 980.6199 gals.).
 AK2455
 AK2455.The modeled gravity was interpolated from observed gravity values.
 AK2455
 AK2455;                    North         East    Units  Estimated Accuracy
 AK2455;SPC FL E     -   456,250.      243,500.      MT  (+/- 180 meters Scaled)
 AK2455
 AK2455                          SUPERSEDED SURVEY CONTROL
 AK2455
 AK2455  NGVD 29 (??/??/92)    3.722  (m)           12.21   (f) ADJ UNCH    1 2
 AK2455
 AK2455.Superseded values are not recommended for survey control.
 AK2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2455.See file dsdata.txt to determine how the superseded data were derived.
 AK2455
 AK2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434472(NAD 83)
 AK2455_MARKER: DB = BENCH MARK DISK
 AK2455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2455_SP_SET: LAUNCH COMPLEX
 AK2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2455
 AK2455  HISTORY     - Date     Condition        Report By
 AK2455  HISTORY     - UNK      MONUMENTED       CGS
 AK2455  HISTORY     - 1962     GOOD             NGS
 AK2455
 AK2455                          STATION DESCRIPTION
 AK2455
 AK2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2455'AT CAPE CANAVERAL.
 AK2455'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2455'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2455'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET EAST OF THE CENTER OF
 AK2455'LAUNCH RING 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1550 ***********************************************************************
 AD1550  DESIGNATION -  107 ERS
 AD1550  PID         -  AD1550
 AD1550  STATE/COUNTY-  FL/LEE
 AD1550  USGS QUAD   -  FORT MYERS NW (1987)
 AD1550
 AD1550                         *CURRENT SURVEY CONTROL
 AD1550  ___________________________________________________________________
 AD1550* NAD 83(1986)-  26 39 05.     (N)    081 58 32.     (W)     SCALED    
 AD1550* NAVD 88     -         3.409  (meters)      11.18   (feet)  ADJUSTED  
 AD1550  ___________________________________________________________________
 AD1550  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AD1550  DYNAMIC HT  -           3.403 (meters)      11.16  (feet)  COMP
 AD1550  MODELED GRAV-     979,083.1   (mgal)                       NAVD 88
 AD1550
 AD1550  VERT ORDER  -  FIRST     CLASS I
 AD1550
 AD1550.The horizontal coordinates were scaled from a topographic map and have
 AD1550.an estimated accuracy of +/- 6 seconds.
 AD1550
 AD1550.The orthometric height was determined by differential leveling
 AD1550.and adjusted by the National Geodetic Survey in June 1991..
 AD1550
 AD1550.The geoid height was determined by GEOID03.
 AD1550
 AD1550.The dynamic height is computed by dividing the NAVD 88
 AD1550.geopotential number by the normal gravity value computed on the
 AD1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1550.degrees latitude (g = 980.6199 gals.).
 AD1550
 AD1550.The modeled gravity was interpolated from observed gravity values.
 AD1550
 AD1550;                    North         East    Units  Estimated Accuracy
 AD1550;SPC FL W     -   256,780.      202,430.      MT  (+/- 180 meters Scaled)
 AD1550
 AD1550                          SUPERSEDED SURVEY CONTROL
 AD1550
 AD1550  NGVD 29 (??/??/92)    3.770  (m)           12.37   (f) ADJ UNCH    1 1
 AD1550
 AD1550.Superseded values are not recommended for survey control.
 AD1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1550.See file dsdata.txt to determine how the superseded data were derived.
 AD1550
 AD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK029481(NAD 83)
 AD1550_MARKER: DD = SURVEY DISK
 AD1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1550_STAMPING: 107 ERS 1952
 AD1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1550+STABILITY: SURFACE MOTION
 AD1550
 AD1550  HISTORY     - Date     Condition        Report By
 AD1550  HISTORY     - 1952     MONUMENTED       USGS
 AD1550  HISTORY     - 1965     GOOD             NGS
 AD1550  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD1550  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AD1550
 AD1550                          STATION DESCRIPTION
 AD1550
 AD1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1550'6.3 MI W FROM NORTH FORT MYERS.
 AD1550'ABOUT 0.1 MILE NORTHWEST ALONG BUSINESS U.S. HIGHWAY 41 FROM
 AD1550'THE POST OFFICE AT NORTH FORT MYERS, THENCE 3.85 MILES WEST
 AD1550'ALONG PONDELLA ROAD (STATE HIGHWAY S 78 A), THENCE 2.35 MILES
 AD1550'SOUTHWEST ALONG STATE HIGHWAY 78, IN SECTION 14, R 23 E, T 44 S,
 AD1550'ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A SAND ROAD
 AD1550'LEADING SOUTH, 34.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AD1550'HIGHWAY, 4 FEET WEST OF A POWER POLE, 1.1 FEET NORTHEAST OF A
 AD1550'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 AD1550'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 AD1550
 AD1550                          STATION RECOVERY (1984)
 AD1550
 AD1550'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1550'MARK NOT FOUND.
 AD1550
 AD1550                          STATION RECOVERY (2003)
 AD1550
 AD1550'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1550'UNDER PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0051 ***********************************************************************
 AL0051  DESIGNATION -  107 FLHD
 AL0051  PID         -  AL0051
 AL0051  STATE/COUNTY-  FL/PINELLAS
 AL0051  USGS QUAD   -  DUNEDIN (1987)
 AL0051
 AL0051                         *CURRENT SURVEY CONTROL
 AL0051  ___________________________________________________________________
 AL0051* NAD 83(1986)-  28 02 43.     (N)    082 46 59.     (W)     SCALED    
 AL0051* NAVD 88     -         2.466  (meters)       8.09   (feet)  ADJUSTED  
 AL0051  ___________________________________________________________________
 AL0051  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AL0051  DYNAMIC HT  -           2.462 (meters)       8.08  (feet)  COMP
 AL0051  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AL0051
 AL0051  VERT ORDER  -  SECOND    CLASS II
 AL0051
 AL0051.The horizontal coordinates were scaled from a topographic map and have
 AL0051.an estimated accuracy of +/- 6 seconds.
 AL0051
 AL0051.The orthometric height was determined by differential leveling
 AL0051.and adjusted by the National Geodetic Survey in June 1991..
 AL0051
 AL0051.The geoid height was determined by GEOID03.
 AL0051
 AL0051.The dynamic height is computed by dividing the NAVD 88
 AL0051.geopotential number by the normal gravity value computed on the
 AL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0051.degrees latitude (g = 980.6199 gals.).
 AL0051
 AL0051.The modeled gravity was interpolated from observed gravity values.
 AL0051
 AL0051;                    North         East    Units  Estimated Accuracy
 AL0051;SPC FL W     -   411,470.      123,010.      MT  (+/- 180 meters Scaled)
 AL0051
 AL0051                          SUPERSEDED SURVEY CONTROL
 AL0051
 AL0051  NGVD 29 (??/??/92)    2.726  (m)            8.94   (f) ADJ UNCH    2 2
 AL0051
 AL0051.Superseded values are not recommended for survey control.
 AL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0051.See file dsdata.txt to determine how the superseded data were derived.
 AL0051
 AL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM247035(NAD 83)
 AL0051_MARKER: DD = SURVEY DISK
 AL0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0051_SP_SET: BRIDGE
 AL0051_STAMPING: 107 SRD
 AL0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0051
 AL0051  HISTORY     - Date     Condition        Report By
 AL0051  HISTORY     - UNK      MONUMENTED       FLHD
 AL0051  HISTORY     - 1975     GOOD             FLDT
 AL0051  HISTORY     - 1983     GOOD             USPSQD
 AL0051  HISTORY     - 1989     GOOD             USPSQD
 AL0051  HISTORY     - 1990     GOOD             USPSQD
 AL0051
 AL0051                          STATION DESCRIPTION
 AL0051
 AL0051'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0051'AT N DUNEDIN.
 AL0051'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND
 AL0051'S.R. S-586, (CURLEW ROAD), RUN SOUTHERLY ON U.S. ALT. 19 FOR
 AL0051'0.3 MILE.  STATION ON RIGHT, ON THE NW END OF BRIDGE AT CURLEW
 AL0051'CREEK, 15 FT. WEST OF CENTERLINE OF U.S. ALT. 19.  SET IN
 AL0051'SIDEWALK OF BRIDGE.  SECTION 15, T 28 S, R 15 E.
 AL0051
 AL0051                          STATION RECOVERY (1983)
 AL0051
 AL0051'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0051'RECOVERED IN GOOD CONDITION.
 AL0051
 AL0051                          STATION RECOVERY (1989)
 AL0051
 AL0051'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0051'RECOVERED IN GOOD CONDITION.
 AL0051
 AL0051                          STATION RECOVERY (1990)
 AL0051
 AL0051'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2396 ***********************************************************************
 AK2396  DESIGNATION -  108 AZ
 AK2396  PID         -  AK2396
 AK2396  STATE/COUNTY-  FL/BREVARD
 AK2396  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2396
 AK2396                         *CURRENT SURVEY CONTROL
 AK2396  ___________________________________________________________________
 AK2396* NAD 83(1986)-  28 27 18.     (N)    080 35 12.     (W)     SCALED    
 AK2396* NAVD 88     -         2.199  (meters)       7.21   (feet)  ADJUSTED  
 AK2396  ___________________________________________________________________
 AK2396  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2396  DYNAMIC HT  -           2.196 (meters)       7.20  (feet)  COMP
 AK2396  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 AK2396
 AK2396  VERT ORDER  -  FIRST     CLASS II
 AK2396
 AK2396.The horizontal coordinates were scaled from a topographic map and have
 AK2396.an estimated accuracy of +/- 6 seconds.
 AK2396
 AK2396.The orthometric height was determined by differential leveling
 AK2396.and adjusted by the National Geodetic Survey in June 1991..
 AK2396
 AK2396.The geoid height was determined by GEOID03.
 AK2396
 AK2396.The dynamic height is computed by dividing the NAVD 88
 AK2396.geopotential number by the normal gravity value computed on the
 AK2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2396.degrees latitude (g = 980.6199 gals.).
 AK2396
 AK2396.The modeled gravity was interpolated from observed gravity values.
 AK2396
 AK2396;                    North         East    Units  Estimated Accuracy
 AK2396;SPC FL E     -   456,700.      240,480.      MT  (+/- 180 meters Scaled)
 AK2396
 AK2396                          SUPERSEDED SURVEY CONTROL
 AK2396
 AK2396  NGVD 29 (??/??/92)    2.580  (m)            8.46   (f) ADJ UNCH    1 2
 AK2396
 AK2396.Superseded values are not recommended for survey control.
 AK2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2396.See file dsdata.txt to determine how the superseded data were derived.
 AK2396
 AK2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM404476(NAD 83)
 AK2396_MARKER: DZ = AZIMUTH MARK DISK
 AK2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2396_STAMPING: PAA 1965 108 AZ
 AK2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2396+STABILITY: SURFACE MOTION
 AK2396
 AK2396  HISTORY     - Date     Condition        Report By
 AK2396  HISTORY     - 1965     MONUMENTED       PANAM
 AK2396  HISTORY     - 1966     GOOD             NGS
 AK2396
 AK2396                          STATION DESCRIPTION
 AK2396
 AK2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK2396'AT CAPE KENNEDY.
 AK2396'THE MARK IS 71 FEET NORTHWEST OF THE CENTER OF INTERSECTION OF
 AK2396'PAVED AND GRAVELED ROADS AND 53 FEET NORTH OF THE CENTERLINE OF
 AK2396'A PAVED ROAD.  THE DISK IS SET IN A 6 INCH SQUARE CONCRETE POST
 AK2396'THAT PROJECTS 5 INCHES.  TO REACH FROM THE CENTRAL CONTROL
 AK2396'BUILDING, GO SOUTH ON THE CAPE ROAD FOR 2.8 MILES TO SIDE ROAD
 AK2396'LEFT, TURN LEFT FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7117 ***********************************************************************
 AG7117  DESIGNATION -  108 C OF SP
 AG7117  PID         -  AG7117
 AG7117  STATE/COUNTY-  FL/PINELLAS
 AG7117  USGS QUAD   -  ST PETERSBURG (1987)
 AG7117
 AG7117                         *CURRENT SURVEY CONTROL
 AG7117  ___________________________________________________________________
 AG7117* NAD 83(1986)-  27 47 57.     (N)    082 39 48.     (W)     SCALED    
 AG7117* NAVD 88     -        17.110  (meters)      56.14   (feet)  ADJUSTED  
 AG7117  ___________________________________________________________________
 AG7117  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG7117  DYNAMIC HT  -          17.084 (meters)      56.05  (feet)  COMP
 AG7117  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AG7117
 AG7117  VERT ORDER  -  SECOND    CLASS II
 AG7117
 AG7117.The horizontal coordinates were scaled from a topographic map and have
 AG7117.an estimated accuracy of +/- 6 seconds.
 AG7117
 AG7117.The orthometric height was determined by differential leveling
 AG7117.and adjusted by the National Geodetic Survey in June 1991..
 AG7117
 AG7117.The geoid height was determined by GEOID03.
 AG7117
 AG7117.The dynamic height is computed by dividing the NAVD 88
 AG7117.geopotential number by the normal gravity value computed on the
 AG7117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7117.degrees latitude (g = 980.6199 gals.).
 AG7117
 AG7117.The modeled gravity was interpolated from observed gravity values.
 AG7117
 AG7117;                    North         East    Units  Estimated Accuracy
 AG7117;SPC FL W     -   384,130.      134,640.      MT  (+/- 180 meters Scaled)
 AG7117
 AG7117                          SUPERSEDED SURVEY CONTROL
 AG7117
 AG7117  NGVD 29 (??/??/92)   17.372  (m)           56.99   (f) ADJ UNCH    2 2
 AG7117
 AG7117.Superseded values are not recommended for survey control.
 AG7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7117.See file dsdata.txt to determine how the superseded data were derived.
 AG7117
 AG7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361760(NAD 83)
 AG7117_MARKER: DD = SURVEY DISK
 AG7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7117_SP_SET: CONCRETE POST
 AG7117_PROJECTION: FLUSH
 AG7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7117+STABILITY: SURFACE MOTION
 AG7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7117+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 AG7117
 AG7117  HISTORY     - Date     Condition        Report By
 AG7117  HISTORY     - UNK      MONUMENTED       FL2730
 AG7117  HISTORY     - 1977     GOOD             FL-103
 AG7117  HISTORY     - 19970313 GOOD             USPSQD
 AG7117  HISTORY     - 20021216 GOOD             USPSQD
 AG7117  HISTORY     - 20060321 MARK NOT FOUND   USPSQD
 AG7117
 AG7117                          STATION DESCRIPTION
 AG7117
 AG7117'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7117'IN ST PETERSBURG.
 AG7117'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7117'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7117'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7117'AVE. N. FOR 1.60 MILES TO THE INTERSECTION OF 22ND ST. N. STATION ON
 AG7117'RIGHT, N.W. CORNER, 30.0 FT. NORTH OF THE CENTERLINE OF 30TH AVE. N.,
 AG7117'28.0 FT. WEST OF THE CENTERLINE OF 22ND ST. N., 35.2 FT. S.E. OF THE
 AG7117'S.E. CORNER OF A SINGLE STORY BLOCK HOUSE 2201 30TH AVE. N., 5.0 FT.
 AG7117'N.W. OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS
 AG7117'FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
 AG7117
 AG7117                          STATION RECOVERY (1997)
 AG7117
 AG7117'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7117'RECOVERED IN GOOD CONDITION.
 AG7117
 AG7117                          STATION RECOVERY (2002)
 AG7117
 AG7117'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 AG7117'RECOVERED IN GOOD CONDITION.
 AG7117
 AG7117                          STATION RECOVERY (2006)
 AG7117
 AG7117'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG7117'A NEW HOUSE IS NOW BEING CONSTRUCTED AT 2201 30TH AVE. NO.  THE CURB
 AG7117'HAS BEEN MOVED ON THE CORNER, THE STREET HAS BEEN PARTIALLY WIDENED,
 AG7117'AND NEW SHRUBS HAVE BEEN PLANTED.
 AG7117' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0052 ***********************************************************************
 AL0052  DESIGNATION -  108 FLHD
 AL0052  PID         -  AL0052
 AL0052  STATE/COUNTY-  FL/PINELLAS
 AL0052  USGS QUAD   -  DUNEDIN (1987)
 AL0052
 AL0052                         *CURRENT SURVEY CONTROL
 AL0052  ___________________________________________________________________
 AL0052* NAD 83(1986)-  28 02 43.     (N)    082 46 59.     (W)     SCALED    
 AL0052* NAVD 88     -         2.450  (meters)       8.04   (feet)  ADJUSTED  
 AL0052  ___________________________________________________________________
 AL0052  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AL0052  DYNAMIC HT  -           2.446 (meters)       8.02  (feet)  COMP
 AL0052  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AL0052
 AL0052  VERT ORDER  -  SECOND    CLASS II
 AL0052
 AL0052.The horizontal coordinates were scaled from a topographic map and have
 AL0052.an estimated accuracy of +/- 6 seconds.
 AL0052
 AL0052.The orthometric height was determined by differential leveling
 AL0052.and adjusted by the National Geodetic Survey in June 1991..
 AL0052
 AL0052.The geoid height was determined by GEOID03.
 AL0052
 AL0052.The dynamic height is computed by dividing the NAVD 88
 AL0052.geopotential number by the normal gravity value computed on the
 AL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0052.degrees latitude (g = 980.6199 gals.).
 AL0052
 AL0052.The modeled gravity was interpolated from observed gravity values.
 AL0052
 AL0052;                    North         East    Units  Estimated Accuracy
 AL0052;SPC FL W     -   411,470.      123,010.      MT  (+/- 180 meters Scaled)
 AL0052
 AL0052                          SUPERSEDED SURVEY CONTROL
 AL0052
 AL0052  NGVD 29 (??/??/92)    2.710  (m)            8.89   (f) ADJ UNCH    2 2
 AL0052
 AL0052.Superseded values are not recommended for survey control.
 AL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0052.See file dsdata.txt to determine how the superseded data were derived.
 AL0052
 AL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM247035(NAD 83)
 AL0052_MARKER: DD = SURVEY DISK
 AL0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0052_SP_SET: BRIDGE
 AL0052_STAMPING: 108 SRD
 AL0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0052
 AL0052  HISTORY     - Date     Condition        Report By
 AL0052  HISTORY     - UNK      MONUMENTED       FLHD
 AL0052  HISTORY     - 1975     GOOD             FLDT
 AL0052  HISTORY     - 1983     GOOD             USPSQD
 AL0052  HISTORY     - 1989     GOOD             USPSQD
 AL0052  HISTORY     - 1990     GOOD             USPSQD
 AL0052
 AL0052                          STATION DESCRIPTION
 AL0052
 AL0052'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0052'AT N DUNEDIN.
 AL0052'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0052'S-586, (CURLEW ROAD), RUN SOUTHERLY FOR 0.35 MILE.  STATION ON
 AL0052'LEFT, ON THE SE END OF BRIDGE AT CURLEW CREEK, 15 FT. WEST OF
 AL0052'CENTERLINE OF U.S. HIGHWAY ALT. 19.  SET IN TOP OF SIDEWALK ON
 AL0052'BRIDGE.  SECTION 15, T 28 S, R 15 E.
 AL0052
 AL0052                          STATION RECOVERY (1983)
 AL0052
 AL0052'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0052'RECOVERED IN GOOD CONDITION.
 AL0052
 AL0052                          STATION RECOVERY (1989)
 AL0052
 AL0052'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0052'RECOVERED IN GOOD CONDITION.
 AL0052
 AL0052                          STATION RECOVERY (1990)
 AL0052
 AL0052'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0558 ***********************************************************************
 AC0558  DESIGNATION -  10.82
 AC0558  PID         -  AC0558
 AC0558  STATE/COUNTY-  FL/COLLIER
 AC0558  USGS QUAD   -  MONROE STATION (1995)
 AC0558
 AC0558                         *CURRENT SURVEY CONTROL
 AC0558  ___________________________________________________________________
 AC0558* NAD 83(1999)-  25 51 19.68101(N)    081 01 12.72744(W)     ADJUSTED  
 AC0558* NAVD 88     -         2.852  (meters)       9.36   (feet)  ADJUSTED  
 AC0558  ___________________________________________________________________
 AC0558  X           -     896,450.590 (meters)                     COMP
 AC0558  Y           -  -5,672,911.285 (meters)                     COMP
 AC0558  Z           -   2,764,651.960 (meters)                     COMP
 AC0558  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AC0558  ELLIP HEIGHT-         -21.39  (meters)          (12/12/02) GPS OBS
 AC0558  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AC0558  DYNAMIC HT  -           2.848 (meters)       9.34  (feet)  COMP
 AC0558  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 AC0558
 AC0558  HORZ ORDER  -  FIRST
 AC0558  VERT ORDER  -  FIRST     CLASS I
 AC0558  ELLP ORDER  -  FOURTH    CLASS I
 AC0558
 AC0558.The horizontal coordinates were established by GPS observations
 AC0558.and adjusted by the National Geodetic Survey in December 2002..
 AC0558
 AC0558.The orthometric height was determined by differential leveling
 AC0558.and adjusted by the National Geodetic Survey in September 1992..
 AC0558
 AC0558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0558
 AC0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0558
 AC0558.The ellipsoidal height was determined by GPS observations
 AC0558.and is referenced to NAD 83.
 AC0558
 AC0558.The geoid height was determined by GEOID03.
 AC0558
 AC0558.The dynamic height is computed by dividing the NAVD 88
 AC0558.geopotential number by the normal gravity value computed on the
 AC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0558.degrees latitude (g = 980.6199 gals.).
 AC0558
 AC0558.The modeled gravity was interpolated from observed gravity values.
 AC0558
 AC0558;                    North         East     Units Scale Factor Converg.
 AC0558;SPC FL E     -   168,603.578   197,975.066   MT  0.99994123   -0 00 31.7
 AC0558;SPC FL E     -   553,160.24    649,523.20   sFT  0.99994123   -0 00 31.7
 AC0558;UTM  17      - 2,859,678.032   497,975.757   MT  0.99960005   -0 00 31.7
 AC0558
 AC0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0558!SPC FL E     -   1.00000336  x   0.99994123  =   0.99994459
 AC0558!UTM  17      -   1.00000336  x   0.99960005  =   0.99960341
 AC0558
 AC0558                          SUPERSEDED SURVEY CONTROL
 AC0558
 AC0558  NAVD 88 (06/15/91)    2.852  (m)            9.36   (f) UNKNOWN     1 1
 AC0558  NGVD 29 (09/01/92)    3.294  (m)           10.81   (f) ADJUSTED    1 1
 AC0558
 AC0558.Superseded values are not recommended for survey control.
 AC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0558.See file dsdata.txt to determine how the superseded data were derived.
 AC0558
 AC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9797659678(NAD 83)
 AC0558_MARKER: DD = SURVEY DISK
 AC0558_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0558_SP_SET: BRIDGE WINGWALL
 AC0558_STAMPING: 10.82
 AC0558_MARK LOGO: FLDT  
 AC0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0558+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC0558
 AC0558  HISTORY     - Date     Condition        Report By
 AC0558  HISTORY     - UNK      MONUMENTED       FLDT
 AC0558  HISTORY     - 1965     GOOD             NGS
 AC0558  HISTORY     - 1990     GOOD             USPSQD
 AC0558  HISTORY     - 19920225 GOOD             NGS
 AC0558  HISTORY     - 19991231 GOOD             USPSQD
 AC0558  HISTORY     - 20010919 GOOD             LDBLS
 AC0558  HISTORY     - 2002     GOOD             MAPTEC
 AC0558
 AC0558                          STATION DESCRIPTION
 AC0558
 AC0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0558'5 MI E FROM MONROE STATION.
 AC0558'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0558'OF STATE HIGHWAY 94 AT MONROE STATION, SET IN THE TOP OF THE
 AC0558'SOUTHWEST CONCRETE WING WALL AT THE WEST END OF HIGHWAY
 AC0558'BRIDGE NO. 100, 1895 FEET SOUTH OF THE CENTER LINE OF THE
 AC0558'HIGHWAY AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0558
 AC0558                          STATION RECOVERY (1990)
 AC0558
 AC0558'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0558'RECOVERED IN GOOD CONDITION.
 AC0558
 AC0558                          STATION RECOVERY (1992)
 AC0558
 AC0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0558'76.0 KM (47.20 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0558'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH
 AC0558'END OF THE SOUTHWEST CONCRETE RETAINING WALL OF A BRIDGE SPANNING A
 AC0558'CANAL, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 AC0558'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0558
 AC0558                          STATION RECOVERY (1999)
 AC0558
 AC0558'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0558'RECOVERED IN GOOD CONDITION.
 AC0558
 AC0558                          STATION RECOVERY (2001)
 AC0558
 AC0558'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0558'THE MARK IS ABOUT 85.7 KM (53.25 MI) SOUTHEAST OF NAPLES, ABOUT 75.9
 AC0558'KM (47.19
 AC0558'MI) NORTHWEST FROM WEST MIAMI, IN SECTION 16, TOWNSHIP 53 SOUTH, RANGE
 AC0558'33 EAST,
 AC0558'COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AC0558'TRANSPORTATION.
 AC0558' 
 AC0558'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0558'TRAIL) AND
 AC0558'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 27.4 KM
 AC0558'(17.01 MI)
 AC0558'TO MONROE STATION, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 6.7 KM (4.16
 AC0558'MI) TO
 AC0558'THE OASIS VISITOR CENTER, THENCE CONTINUE SOUTHEAST ON U.S. HIGHWAY
 AC0558'41, 1.4 KM
 AC0558'(0.84 MI) TO THE WEST END OF HIGHWAY BRIDGE NUMBER 030100 AND THE MARK
 AC0558'ON THE
 AC0558'RIGHT.
 AC0558' 
 AC0558'THE MARK IS 41.45 M (136.0 FT) NORTHWEST OF THE CENTER OF AN ASPHALT
 AC0558'DRIVE
 AC0558'LEADING SOUTH FROM THE HIGHWAY INTO THE BIG CYPRESS GALLERY (NUMBER
 AC0558'52388
 AC0558'TAMIAMI TRAIL), 5.70 M (18.7 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0558'HIGHWAY
 AC0558'41, 0.30 M (1.0 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE
 AC0558'AND
 AC0558'WINGWALL), 0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A WINGWALL,
 AC0558'0.15 M
 AC0558'(0.5 FT) EAST OF THE WEST EDGE OF A WINGWALL, AND 0.15 M (0.5 FT) WEST
 AC0558'OF THE
 AC0558'EAST EDGE OF A WINGWALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF
 AC0558'THE
 AC0558'CONCRETE WINGWALL ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE
 AC0558'HIGHWAY.
 AC0558'
 AC0558
 AC0558                          STATION RECOVERY (2002)
 AC0558
 AC0558'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0558'THE MARK IS ABOUT 85.7 KM (53.25 MI) SOUTHEAST OF NAPLES, ABOUT 75.9
 AC0558'KM (47.19
 AC0558'MI) NORTHWEST FROM WEST MIAMI, IN SECTION 16, TOWNSHIP 53 SOUTH, RANGE
 AC0558'33 EAST,
 AC0558'COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AC0558'TRANSPORTATION.
 AC0558' 
 AC0558'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0558'TRAIL) AND
 AC0558'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 27.4 KM
 AC0558'(17.01 MI)
 AC0558'TO MONROE STATION, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 6.7 KM (4.16
 AC0558'MI) TO
 AC0558'THE OASIS VISITOR CENTER, THENCE CONTINUE SOUTHEAST ON U.S. HIGHWAY
 AC0558'41, 1.4 KM
 AC0558'(0.84 MI) TO THE WEST END OF HIGHWAY BRIDGE NUMBER 030100 AND THE MARK
 AC0558'ON THE
 AC0558'RIGHT.
 AC0558' 
 AC0558'THE MARK IS 41.45 M (136.0 FT) NORTHWEST OF THE CENTER OF AN ASPHALT
 AC0558'DRIVE
 AC0558'LEADING SOUTH FROM THE HIGHWAY INTO THE BIG CYPRESS GALLERY (NUMBER
 AC0558'52388
 AC0558'TAMIAMI TRAIL), 5.70 M (18.7 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0558'HIGHWAY
 AC0558'41, 0.30 M (1.0 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE
 AC0558'AND
 AC0558'WINGWALL), 0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A WINGWALL,
 AC0558'0.15 M
 AC0558'(0.5 FT) EAST OF THE WEST EDGE OF A WINGWALL, AND 0.15 M (0.5 FT) WEST
 AC0558'OF THE
 AC0558'EAST EDGE OF A WINGWALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF
 AC0558'THE
 AC0558'CONCRETE WINGWALL ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE
 AC0558'HIGHWAY.
 AC0558' 
 AC0558' 
 AC0558'STATION RECOVERY (2002)
 AC0558'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC0558'RECOVERED AS DESCRIBED.
 AC0558'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2573 ***********************************************************************
 AD2573  DESIGNATION -  10.87
 AD2573  PID         -  AD2573
 AD2573  STATE/COUNTY-  FL/BROWARD
 AD2573  USGS QUAD   -  POMPANO BEACH (1983)
 AD2573
 AD2573                         *CURRENT SURVEY CONTROL
 AD2573  ___________________________________________________________________
 AD2573* NAD 83(1986)-  26 08 14.     (N)    080 07 05.     (W)     SCALED    
 AD2573* NAVD 88     -         2.989  (meters)       9.81   (feet)  ADJUSTED  
 AD2573  ___________________________________________________________________
 AD2573  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD2573  DYNAMIC HT  -           2.984 (meters)       9.79  (feet)  COMP
 AD2573  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 AD2573
 AD2573  VERT ORDER  -  FIRST     CLASS I
 AD2573
 AD2573.The horizontal coordinates were scaled from a topographic map and have
 AD2573.an estimated accuracy of +/- 6 seconds.
 AD2573
 AD2573.The orthometric height was determined by differential leveling
 AD2573.and adjusted by the National Geodetic Survey in June 1991..
 AD2573
 AD2573.The geoid height was determined by GEOID03.
 AD2573
 AD2573.The dynamic height is computed by dividing the NAVD 88
 AD2573.geopotential number by the normal gravity value computed on the
 AD2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2573.degrees latitude (g = 980.6199 gals.).
 AD2573
 AD2573.The modeled gravity was interpolated from observed gravity values.
 AD2573
 AD2573;                    North         East    Units  Estimated Accuracy
 AD2573;SPC FL E     -   200,120.      288,190.      MT  (+/- 180 meters Scaled)
 AD2573
 AD2573                          SUPERSEDED SURVEY CONTROL
 AD2573
 AD2573  NGVD 29 (??/??/92)    3.470  (m)           11.38   (f) ADJ UNCH    1 1
 AD2573
 AD2573.Superseded values are not recommended for survey control.
 AD2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2573.See file dsdata.txt to determine how the superseded data were derived.
 AD2573
 AD2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD2573_MARKER: DD = SURVEY DISK
 AD2573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2573_SP_SET: ABUTMENT
 AD2573_STAMPING: 10.87
 AD2573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2573
 AD2573  HISTORY     - Date     Condition        Report By
 AD2573  HISTORY     - UNK      MONUMENTED       FLHD
 AD2573  HISTORY     - 1965     GOOD             NGS
 AD2573  HISTORY     - 1973     GOOD             NGS
 AD2573  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD2573  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD2573  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 AD2573
 AD2573                          STATION DESCRIPTION
 AD2573
 AD2573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2573'4.2 MI NE FROM FORT LAUDERDALE.
 AD2573'ABOUT 2.85 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2573'FROM THE STATION AT FORT LAUDERDALE, THENCE 1.3 MILES EAST ALONG
 AD2573'SUNRISE BLVD, IN SECTION 1, R 42 E, T 50 S, SET ON THE TOP OF
 AD2573'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE SUNRISE BLVD.
 AD2573'BRIDGE OVER MIDDLE RIVER, 7 FEET SOUTH OF THE SOUTH CURB OF
 AD2573'THE BLVD. AND ABOUT LEVEL WITH THE BRIDGE SIDEWALK.
 AD2573
 AD2573                          STATION RECOVERY (1973)
 AD2573
 AD2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2573'RECOVERED IN GOOD CONDITION.
 AD2573
 AD2573                          STATION RECOVERY (1988)
 AD2573
 AD2573'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2573'MARK NOT FOUND.
 AD2573
 AD2573                          STATION RECOVERY (1998)
 AD2573
 AD2573'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2573'MARK NOT FOUND.
 AD2573
 AD2573                          STATION RECOVERY (2002)
 AD2573
 AD2573'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD2573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5699 ***********************************************************************
 AD5699  DESIGNATION -  10.87 FLHD RESET 1981
 AD5699  PID         -  AD5699
 AD5699  STATE/COUNTY-  FL/BROWARD
 AD5699  USGS QUAD   -  POMPANO BEACH (1983)
 AD5699
 AD5699                         *CURRENT SURVEY CONTROL
 AD5699  ___________________________________________________________________
 AD5699* NAD 83(1986)-  26 08 14.     (N)    080 07 05.     (W)     SCALED    
 AD5699* NAVD 88     -         2.51   (meters)       8.2    (feet)  RESET     
 AD5699  ___________________________________________________________________
 AD5699  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD5699
 AD5699  VERT ORDER  -  THIRD
 AD5699
 AD5699.The horizontal coordinates were scaled from a topographic map and have
 AD5699.an estimated accuracy of +/- 6 seconds.
 AD5699
 AD5699.The orthometric height was computed from unverified reset data.
 AD5699.No vertical observational check was made to the station.
 AD5699
 AD5699.The geoid height was determined by GEOID03.
 AD5699
 AD5699;                    North         East    Units  Estimated Accuracy
 AD5699;SPC FL E     -   200,120.      288,190.      MT  (+/- 180 meters Scaled)
 AD5699
 AD5699                          SUPERSEDED SURVEY CONTROL
 AD5699
 AD5699  NGVD 29 (08/19/04)    2.99   (m)            9.8    (f) RESET       3  
 AD5699
 AD5699.Superseded values are not recommended for survey control.
 AD5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5699.See file dsdata.txt to determine how the superseded data were derived.
 AD5699
 AD5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD5699_MARKER: DB = BENCH MARK DISK
 AD5699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5699_SP_SET: CONCRETE APRON
 AD5699_STAMPING: 10.87 RESET 1981
 AD5699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5699
 AD5699  HISTORY     - Date     Condition        Report By
 AD5699  HISTORY     - 1981     MONUMENTED       NGS
 AD5699  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD5699  HISTORY     - 19910615 GOOD             USPSQD
 AD5699  HISTORY     - 19960118 GOOD             USPSQD
 AD5699  HISTORY     - 19980307 GOOD             USPSQD
 AD5699  HISTORY     - 20021120 GOOD             USPSQD
 AD5699
 AD5699                          STATION DESCRIPTION
 AD5699
 AD5699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AD5699'6.7 KM (4.15 MI) NE FROM FORT LAUDERDALE.
 AD5699'0.3 KM (0.2 MI) EAST ALONG SUNRISE BOULEVARD FROM ITS JUNCTION WITH
 AD5699'U.S. HIGHWAY 1 IN THE NORTH PART OF FORT LAUDERDALE, AT THE SOUTHEAST
 AD5699'CORNER OF THE GATEWAY BUILDING AT 1975 EAST SUNRISE BOULEVARD, AT
 AD5699'THE AUTOMOBILE ENTRANCE TO BUILDING AT SOUTHEAST CORNER, 32.0 METERS
 AD5699'(10.5 FT) EAST OF THE CENTER OF THE FRONT DOOR OF GATEWAY BUILDING,
 AD5699'SET 0.2 METER (0.6 INCHES) SOUTH OF THE SOUTH PILLER OF BUILDING THE
 AD5699'AND ON NORTH SIDE OF SUNRISE BOULEVARD.
 AD5699
 AD5699                          STATION RECOVERY (1987)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD5699'MARK NOT FOUND.
 AD5699
 AD5699                          STATION RECOVERY (1991)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5699'RECOVERED IN GOOD CONDITION.
 AD5699
 AD5699                          STATION RECOVERY (1996)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5699'RECOVERED IN GOOD CONDITION.
 AD5699
 AD5699                          STATION RECOVERY (1998)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5699'RECOVERED IN GOOD CONDITION.
 AD5699
 AD5699                          STATION RECOVERY (2002)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0053 ***********************************************************************
 AL0053  DESIGNATION -  109 FLHD
 AL0053  PID         -  AL0053
 AL0053  STATE/COUNTY-  FL/PINELLAS
 AL0053  USGS QUAD   -  DUNEDIN (1987)
 AL0053
 AL0053                         *CURRENT SURVEY CONTROL
 AL0053  ___________________________________________________________________
 AL0053* NAD 83(1986)-  28 02 13.     (N)    082 47 05.     (W)     SCALED    
 AL0053* NAVD 88     -         2.216  (meters)       7.27   (feet)  ADJUSTED  
 AL0053  ___________________________________________________________________
 AL0053  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AL0053  DYNAMIC HT  -           2.213 (meters)       7.26  (feet)  COMP
 AL0053  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 AL0053
 AL0053  VERT ORDER  -  SECOND    CLASS II
 AL0053
 AL0053.The horizontal coordinates were scaled from a topographic map and have
 AL0053.an estimated accuracy of +/- 6 seconds.
 AL0053
 AL0053.The orthometric height was determined by differential leveling
 AL0053.and adjusted by the National Geodetic Survey in June 1991..
 AL0053
 AL0053.The geoid height was determined by GEOID03.
 AL0053
 AL0053.The dynamic height is computed by dividing the NAVD 88
 AL0053.geopotential number by the normal gravity value computed on the
 AL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0053.degrees latitude (g = 980.6199 gals.).
 AL0053
 AL0053.The modeled gravity was interpolated from observed gravity values.
 AL0053
 AL0053;                    North         East    Units  Estimated Accuracy
 AL0053;SPC FL W     -   410,550.      122,840.      MT  (+/- 180 meters Scaled)
 AL0053
 AL0053                          SUPERSEDED SURVEY CONTROL
 AL0053
 AL0053  NGVD 29 (??/??/92)    2.477  (m)            8.13   (f) ADJ UNCH    2 2
 AL0053
 AL0053.Superseded values are not recommended for survey control.
 AL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0053.See file dsdata.txt to determine how the superseded data were derived.
 AL0053
 AL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM245025(NAD 83)
 AL0053_MARKER: DD = SURVEY DISK
 AL0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0053_SP_SET: CULVERT
 AL0053_STAMPING: 109 SRD
 AL0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0053
 AL0053  HISTORY     - Date     Condition        Report By
 AL0053  HISTORY     - UNK      MONUMENTED       FLHD
 AL0053  HISTORY     - 1975     GOOD             FLDT
 AL0053  HISTORY     - 1983     GOOD             USPSQD
 AL0053  HISTORY     - 1989     GOOD             USPSQD
 AL0053
 AL0053                          STATION DESCRIPTION
 AL0053
 AL0053'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0053'AT DUNEDIN.
 AL0053'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0053'S-586, (CURLEW RD.), RUN SOUTHERLY FOR 1.0 MILE TO CEDAR CREEK
 AL0053'CULVERT.  STATION ON LEFT IN SE END OF BOX CULVERT, 222 FT. S.
 AL0053'OF THE CENTERLINE OF SHORE DRIVE, 30 FT. EAST OF CENTERLINE OF
 AL0053'U.S. ALT. 19.  SET IN TOP OF CONCRETE HEADWALL.  SECTION 22,
 AL0053'T 28 S, R 15 E.
 AL0053
 AL0053                          STATION RECOVERY (1983)
 AL0053
 AL0053'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0053'RECOVERED IN GOOD CONDITION.
 AL0053
 AL0053                          STATION RECOVERY (1989)
 AL0053
 AL0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0299 ***********************************************************************
 AF0299  DESIGNATION -  10K SOUTH PMSS BM 1962
 AF0299  PID         -  AF0299
 AF0299  STATE/COUNTY-  FL/BREVARD
 AF0299  USGS QUAD   -  GRANT (1970)
 AF0299
 AF0299                         *CURRENT SURVEY CONTROL
 AF0299  ___________________________________________________________________
 AF0299* NAD 83(1990)-  27 55 49.26493(N)    080 32 55.85400(W)     ADJUSTED  
 AF0299* NAVD 88     -         8.13   (+/-2cm)      26.7    (feet)  VERTCON   
 AF0299  ___________________________________________________________________
 AF0299  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AF0299  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF0299
 AF0299  HORZ ORDER  -  FIRST
 AF0299  VERT ORDER  -  THIRD ? (See Below)
 AF0299
 AF0299.The horizontal coordinates were established by classical geodetic methods
 AF0299.and adjusted by the National Geodetic Survey in May 1991..
 AF0299
 AF0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0299.The vertical order pertains to the NGVD 29 superseded value.
 AF0299
 AF0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0299
 AF0299.The geoid height was determined by GEOID03.
 AF0299
 AF0299;                    North         East     Units Scale Factor Converg.
 AF0299;SPC FL E     -   398,572.939   244,402.268   MT  0.99996550   +0 12 40.8
 AF0299;SPC FL E     - 1,307,651.38    801,843.11   sFT  0.99996550   +0 12 40.8
 AF0299;UTM  17      - 3,089,568.930   544,387.118   MT  0.99962432   +0 12 40.8
 AF0299
 AF0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0299!SPC FL E     -   1.00000312  x   0.99996550  =   0.99996862
 AF0299!UTM  17      -   1.00000312  x   0.99962432  =   0.99962744
 AF0299
 AF0299|---------------------------------------------------------------------|
 AF0299| PID    Reference Object                     Distance      Geod. Az  |
 AF0299|                                                           dddmmss.s |
 AF0299| AF0297 10KS PIER 2 1962                     50.003 METERS 07208     |
 AF0299| AF0298 10 KS PIER 3                         50.000 METERS 16208     |
 AF0299| AF0301 10KS PIER 4 1962                     50.000 METERS 25208     |
 AF0299| AF0308 CENTRAL PMSS BM 1962                APPROX. 3.1 KM 3420758.5 |
 AF0299| AF0300 10 KS PIER 1                         49.999 METERS 34208     |
 AF0299|---------------------------------------------------------------------|
 AF0299
 AF0299                          SUPERSEDED SURVEY CONTROL
 AF0299
 AF0299  NAD 83(1986)-  27 55 49.26996(N)    080 32 55.86926(W) AD(       ) 1
 AF0299  NAD 27      -  27 55 48.19379(N)    080 32 56.67666(W) AD(       ) 1
 AF0299  NGVD 29 (07/19/86)    8.56   (m)           28.1    (f) LEVELING    3  
 AF0299
 AF0299.Superseded values are not recommended for survey control.
 AF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0299.See file dsdata.txt to determine how the superseded data were derived.
 AF0299
 AF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4438789569(NAD 83)
 AF0299_MARKER: Z = SEE DESCRIPTION
 AF0299_SETTING: 0 = UNSPECIFIED SETTING
 AF0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0299
 AF0299  HISTORY     - Date     Condition        Report By
 AF0299  HISTORY     - 1962     MONUMENTED       CGS
 AF0299
 AF0299                          STATION DESCRIPTION
 AF0299
 AF0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0299'2 MILES SOUTH OF THE MISTRAM CENTRAL CONTROL BUILDING.  THE MARK
 AF0299'IS A K AND E TARGET SET IN THE CENTER OF AN INSTRUMENT TRIBRACH,
 AF0299'WHICH IS MOUNTED ON TOP OF A ROUND CONCRETE PIER INSIDE THE 10
 AF0299'KS ANTENNA BUILDING.
 AF0299'
 AF0299'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0299'(NORTH), 2 (EAST), 3 (SOUTH), AND 4 (WEST).  THESE PIERS ARE SIMILAR
 AF0299'IN CONSTRUCTION TO 10 KS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0316 ***********************************************************************
 AF0316  DESIGNATION -  10K WEST PMSS BM 1962
 AF0316  PID         -  AF0316
 AF0316  STATE/COUNTY-  FL/BREVARD
 AF0316  USGS QUAD   -  GRANT (1970)
 AF0316
 AF0316                         *CURRENT SURVEY CONTROL
 AF0316  ___________________________________________________________________
 AF0316* NAD 83(1990)-  27 56 56.13606(N)    080 35 05.83054(W)     ADJUSTED  
 AF0316* NAVD 88     -         8.15   (+/-2cm)      26.7    (feet)  VERTCON   
 AF0316  ___________________________________________________________________
 AF0316  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF0316  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF0316
 AF0316  HORZ ORDER  -  FIRST
 AF0316  VERT ORDER  -  THIRD ? (See Below)
 AF0316
 AF0316.The horizontal coordinates were established by classical geodetic methods
 AF0316.and adjusted by the National Geodetic Survey in May 1991..
 AF0316
 AF0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0316.The vertical order pertains to the NGVD 29 superseded value.
 AF0316
 AF0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0316
 AF0316.The geoid height was determined by GEOID03.
 AF0316
 AF0316;                    North         East     Units Scale Factor Converg.
 AF0316;SPC FL E     -   400,618.755   240,841.837   MT  0.99996176   +0 11 40.3
 AF0316;SPC FL E     - 1,314,363.37    790,161.93   sFT  0.99996176   +0 11 40.3
 AF0316;UTM  17      - 3,091,614.047   540,827.902   MT  0.99962057   +0 11 40.3
 AF0316
 AF0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0316!SPC FL E     -   1.00000311  x   0.99996176  =   0.99996487
 AF0316!UTM  17      -   1.00000311  x   0.99962057  =   0.99962368
 AF0316
 AF0316:                Primary Azimuth Mark                     Grid Az
 AF0316:SPC FL E     -  CENTRAL PMSS BM 1962                     071 55 02.2
 AF0316:UTM  17      -  CENTRAL PMSS BM 1962                     071 55 02.2
 AF0316
 AF0316|---------------------------------------------------------------------|
 AF0316| PID    Reference Object                     Distance      Geod. Az  |
 AF0316|                                                           dddmmss.s |
 AF0316| AF0308 CENTRAL PMSS BM 1962                APPROX. 2.7 KM 0720642.5 |
 AF0316| AF0314 10KW PIER 2 1962                     50.001 METERS 07207     |
 AF0316| AF0315 10KW PIER 3 1962                     50.001 METERS 16207     |
 AF0316| AF0318 10KW PIER 4 1962                     50.002 METERS 25207     |
 AF0316| AF0317 10KW PIER 1 1962                     50.003 METERS 34207     |
 AF0316|---------------------------------------------------------------------|
 AF0316
 AF0316                          SUPERSEDED SURVEY CONTROL
 AF0316
 AF0316  NAD 83(1986)-  27 56 56.14117(N)    080 35 05.84563(W) AD(       ) 1
 AF0316  NAD 27      -  27 56 55.06659(N)    080 35 06.65010(W) AD(       ) 1
 AF0316  NGVD 29 (07/19/86)    8.57   (m)           28.1    (f) LEVELING    3  
 AF0316
 AF0316.Superseded values are not recommended for survey control.
 AF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0316.See file dsdata.txt to determine how the superseded data were derived.
 AF0316
 AF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4082891614(NAD 83)
 AF0316_MARKER: Z = SEE DESCRIPTION
 AF0316_SETTING: 0 = UNSPECIFIED SETTING
 AF0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0316
 AF0316  HISTORY     - Date     Condition        Report By
 AF0316  HISTORY     - 1962     MONUMENTED       CGS
 AF0316
 AF0316                          STATION DESCRIPTION
 AF0316
 AF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0316'STATION IS 2 MILES WEST OF THE VALKARIA AIRPORT AND IN AN ANTENNA
 AF0316'BUILDING ABOUT 2 MILES WEST OF THE MISTRAM CENTRAL CONTROL
 AF0316'BUILDING.  THE MARK IS A K AND E TARGET SET IN THE CENTER OF AN
 AF0316'INSTRUMENT TRIBRACH, WHICH IS MOUNTED ON TOP OF A ROUND CONCRETE
 AF0316'PIER INSIDE THE 10 KW ANTENNA BUILDING.
 AF0316'
 AF0316'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0316'(NORTH), 2 (EAST), 3 (SOUTH), AND 4 (WEST).  THESE PIERS ARE
 AF0316'SIMILAR IN CONSTRUCTION TO 10KW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0296 ***********************************************************************
 AF0296  DESIGNATION -  10KS BORE 1962
 AF0296  PID         -  AF0296
 AF0296  STATE/COUNTY-  FL/BREVARD
 AF0296  USGS QUAD   -  GRANT (1970)
 AF0296
 AF0296                         *CURRENT SURVEY CONTROL
 AF0296  ___________________________________________________________________
 AF0296* NAD 83(1990)-  27 55 30.46328(N)    080 32 49.03207(W)     ADJUSTED  
 AF0296* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 AF0296  ___________________________________________________________________
 AF0296  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AF0296  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF0296
 AF0296  HORZ ORDER  -  SECOND
 AF0296  VERT ORDER  -  THIRD ? (See Below)
 AF0296
 AF0296.The horizontal coordinates were established by classical geodetic methods
 AF0296.and adjusted by the National Geodetic Survey in May 1991..
 AF0296
 AF0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0296.The vertical order pertains to the NGVD 29 superseded value.
 AF0296
 AF0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0296
 AF0296.The geoid height was determined by GEOID03.
 AF0296
 AF0296;                    North         East     Units Scale Factor Converg.
 AF0296;SPC FL E     -   397,994.884   244,590.917   MT  0.99996571   +0 12 43.8
 AF0296;SPC FL E     - 1,305,754.88    802,462.03   sFT  0.99996571   +0 12 43.8
 AF0296;UTM  17      - 3,088,991.071   544,575.703   MT  0.99962452   +0 12 43.8
 AF0296
 AF0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0296!SPC FL E     -   1.00000328  x   0.99996571  =   0.99996899
 AF0296!UTM  17      -   1.00000328  x   0.99962452  =   0.99962779
 AF0296
 AF0296                          SUPERSEDED SURVEY CONTROL
 AF0296
 AF0296  NAD 83(1986)-  27 55 30.46837(N)    080 32 49.04734(W) AD(       ) 2
 AF0296  NAD 27      -  27 55 29.39151(N)    080 32 49.85479(W) AD(       ) 2
 AF0296  NGVD 29 (07/19/86)    7.56   (m)           24.8    (f) LEVELING    3  
 AF0296
 AF0296.Superseded values are not recommended for survey control.
 AF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0296.See file dsdata.txt to determine how the superseded data were derived.
 AF0296
 AF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4457688991(NAD 83)
 AF0296_MARKER: DD = SURVEY DISK
 AF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0296_SP_SET: SQUARE CONCRETE MONUMENT
 AF0296_MARK LOGO: CGS   
 AF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0296+STABILITY: SURFACE MOTION
 AF0296
 AF0296  HISTORY     - Date     Condition        Report By
 AF0296  HISTORY     - 1962     MONUMENTED       CGS
 AF0296  HISTORY     - 1962     GOOD             CGS
 AF0296  HISTORY     - 19930824 MARK NOT FOUND   GEOBAS
 AF0296
 AF0296                          STATION DESCRIPTION
 AF0296
 AF0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0296'LOCATED 2.2 MILES SOUTH OF THE CENTRAL MISTRAM TRACKING SITE, 0.2
 AF0296'MILE SOUTH OF 10 KS SITE, 4 FEET NORTH OF A BORESIGHT TOWER THAT
 AF0296'SUPPORTS AN ANTENNA, 2.5 FEET SOUTH OF A CONCRETE BLOCK BUILDING
 AF0296'AND 2,002 SOUTH OF 10 KS PIER 2.
 AF0296'
 AF0296'A TRAVERSE CONNECTION WAS MADE TO 10 KS PIER 2 AND THE DISTANCE
 AF0296'IS 610.1362 METERS OR 2,001.76 FEET.  THE MARK IS A PLAIN BRASS
 AF0296'DISK SET IN A 10 X 10 INCH CONCRETE POST FLUSH WITH THE SURFACE AND
 AF0296'DIRECTLY UNDER A 6 FOOT DISH ANTENNA MOUNTED AT THE 100 FOOT LEVEL
 AF0296'OF THE TOWER WITH A K AND E TARGET GLUED TO THE BOTTOM OF THE
 AF0296'WINDOW FRAME OF THE WAVE GUIDE EXTENDING THROUGH THE CENTER OF THE
 AF0296'DISK ANTENNA.  THE DISK IS STAMPED 10 KS BORE 1962.
 AF0296
 AF0296                          STATION RECOVERY (1962)
 AF0296
 AF0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AF0296'RECOVERED IN GOOD CONDITION.
 AF0296
 AF0296                          STATION RECOVERY (1993)
 AF0296
 AF0296'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AF0296'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0297 ***********************************************************************
 AF0297  DESIGNATION -  10KS PIER 2 1962
 AF0297  PID         -  AF0297
 AF0297  STATE/COUNTY-  FL/BREVARD
 AF0297  USGS QUAD   -  GRANT (1970)
 AF0297
 AF0297                         *CURRENT SURVEY CONTROL
 AF0297  ___________________________________________________________________
 AF0297* NAD 83(1990)-  27 55 49.76334(N)    080 32 54.11332(W)     ADJUSTED  
 AF0297* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 AF0297  ___________________________________________________________________
 AF0297  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AF0297  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF0297
 AF0297  HORZ ORDER  -  SECOND
 AF0297  VERT ORDER  -  THIRD ? (See Below)
 AF0297
 AF0297.The horizontal coordinates were established by classical geodetic methods
 AF0297.and adjusted by the National Geodetic Survey in May 1991..
 AF0297
 AF0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0297.The vertical order pertains to the NGVD 29 superseded value.
 AF0297
 AF0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0297
 AF0297.The geoid height was determined by GEOID03.
 AF0297
 AF0297;                    North         East     Units Scale Factor Converg.
 AF0297;SPC FL E     -   398,588.457   244,449.800   MT  0.99996555   +0 12 41.6
 AF0297;SPC FL E     - 1,307,702.30    801,999.05   sFT  0.99996555   +0 12 41.6
 AF0297;UTM  17      - 3,089,584.442   544,434.634   MT  0.99962437   +0 12 41.6
 AF0297
 AF0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0297!SPC FL E     -   1.00000312  x   0.99996555  =   0.99996867
 AF0297!UTM  17      -   1.00000312  x   0.99962437  =   0.99962749
 AF0297
 AF0297:                Primary Azimuth Mark                     Grid Az
 AF0297:SPC FL E     -  10KS BORE 1962                           166 37 35.9
 AF0297:UTM  17      -  10KS BORE 1962                           166 37 35.9
 AF0297
 AF0297|---------------------------------------------------------------------|
 AF0297| PID    Reference Object                     Distance      Geod. Az  |
 AF0297|                                                           dddmmss.s |
 AF0297| AF0296 10KS BORE 1962                      APPROX. 0.6 KM 1665017.5 |
 AF0297| AF0298 10 KS PIER 3                         70.714 METERS 20708     |
 AF0297| AF0301 10KS PIER 4 1962                    100.003 METERS 25208     |
 AF0297| AF0299 10K SOUTH PMSS BM 1962               50.003 METERS 25208     |
 AF0297| AF0300 10 KS PIER 1                         70.712 METERS 29708     |
 AF0297| AF0305 CENTRAL PIER 2 1962                 APPROX. 3.1 KM 3420759.0 |
 AF0297|---------------------------------------------------------------------|
 AF0297
 AF0297                          SUPERSEDED SURVEY CONTROL
 AF0297
 AF0297  NAD 83(1986)-  27 55 49.76838(N)    080 32 54.12855(W) AD(       ) 2
 AF0297  NAD 27      -  27 55 48.69223(N)    080 32 54.93603(W) AD(       ) 2
 AF0297  NGVD 29 (07/19/86)    8.55   (m)           28.1    (f) LEVELING    3  
 AF0297
 AF0297.Superseded values are not recommended for survey control.
 AF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0297.See file dsdata.txt to determine how the superseded data were derived.
 AF0297
 AF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4443589584(NAD 83)
 AF0297_MARKER: Z = SEE DESCRIPTION
 AF0297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0297_SP_SET: CONCRETE-FILLED STEEL PIPE/PIER
 AF0297_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0297
 AF0297  HISTORY     - Date     Condition        Report By
 AF0297  HISTORY     - 1962     MONUMENTED       CGS
 AF0297
 AF0297                          STATION DESCRIPTION
 AF0297
 AF0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0297'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES SOUTH OF THE VALKARIA
 AF0297'AIRPORT AND IN AN ANTENNA BUILDING ABOUT 2 MILES SOUTH OF THE
 AF0297'MISTRAM CENTRAL CONTROL BUILDING.  THE MARK IS A 12 INCH STEEL
 AF0297'PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY 25 FEET
 AF0297'AND FILLED WITH CONCRETE.  THE MARK IS IN A SMALL BUILDING CALLED
 AF0297'A THEODOLITE BUILDING.  THE MARK PROJECTS APPROXIMATELY 5 FEET
 AF0297'ABOVE THE SURFACE AND IS INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED
 AF0297'A-TOP OF THE PIER OR MARK AND A K AND E GLASS TARGET MOUNTED IN
 AF0297'THE CENTER OF THE TRIBRACH THAT MARKS THE STATION.
 AF0297'
 AF0297'10 KS BORE IS 4 FEET NORTH OF A BORESIGHT TOWER THAT SUPPORTS AN
 AF0297'ANTENNA AND 2.5 FEET SOUTH OF A CONCRETE BLOCK BUILDING.  THE MARK
 AF0297'IS A 10 X 10 INCH CONCRETE POST, SET FLUSH WITH THE SURFACE WITH A
 AF0297'SMOOTH BRASS DISK SET FLUSH AND STAMPED 10 KS BORE 1962.
 AF0297'
 AF0297'TRAVERSE CONNECTIONS WERE MADE AS SHOWN.
 AF0297'
 AF0297'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0301 ***********************************************************************
 AF0301  DESIGNATION -  10KS PIER 4 1962
 AF0301  PID         -  AF0301
 AF0301  STATE/COUNTY-  FL/BREVARD
 AF0301  USGS QUAD   -  GRANT (1970)
 AF0301
 AF0301                         *CURRENT SURVEY CONTROL
 AF0301  ___________________________________________________________________
 AF0301* NAD 83(1990)-  27 55 48.76657(N)    080 32 57.59460(W)     ADJUSTED  
 AF0301* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 AF0301  ___________________________________________________________________
 AF0301  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AF0301  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF0301
 AF0301  HORZ ORDER  -  SECOND
 AF0301  VERT ORDER  -  THIRD ? (See Below)
 AF0301
 AF0301.The horizontal coordinates were established by classical geodetic methods
 AF0301.and adjusted by the National Geodetic Survey in May 1991..
 AF0301
 AF0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0301.The vertical order pertains to the NGVD 29 superseded value.
 AF0301
 AF0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0301
 AF0301.The geoid height was determined by GEOID03.
 AF0301
 AF0301;                    North         East     Units Scale Factor Converg.
 AF0301;SPC FL E     -   398,557.424   244,354.738   MT  0.99996545   +0 12 39.9
 AF0301;SPC FL E     - 1,307,600.48    801,687.17   sFT  0.99996545   +0 12 39.9
 AF0301;UTM  17      - 3,089,553.419   544,339.604   MT  0.99962427   +0 12 39.9
 AF0301
 AF0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0301!SPC FL E     -   1.00000312  x   0.99996545  =   0.99996857
 AF0301!UTM  17      -   1.00000312  x   0.99962427  =   0.99962739
 AF0301
 AF0301|---------------------------------------------------------------------|
 AF0301| PID    Reference Object                     Distance      Geod. Az  |
 AF0301|                                                           dddmmss.s |
 AF0301| AF0300 10 KS PIER 1                         70.710 METERS 02708     |
 AF0301| AF0299 10K SOUTH PMSS BM 1962               50.000 METERS 07208     |
 AF0301| AF0297 10KS PIER 2 1962                    100.003 METERS 07208     |
 AF0301| AF0298 10 KS PIER 3                         70.710 METERS 11708     |
 AF0301| AF0296 10KS BORE 1962                      APPROX. 0.6 KM 1572610.5 |
 AF0301| AF0305 CENTRAL PIER 2 1962                 APPROX. 3.1 KM 3440037.9 |
 AF0301|---------------------------------------------------------------------|
 AF0301
 AF0301                          SUPERSEDED SURVEY CONTROL
 AF0301
 AF0301  NAD 83(1986)-  27 55 48.77160(N)    080 32 57.60987(W) AD(       ) 2
 AF0301  NAD 27      -  27 55 47.69541(N)    080 32 58.41721(W) AD(       ) 2
 AF0301  NGVD 29 (07/19/86)    8.55   (m)           28.1    (f) LEVELING    3  
 AF0301
 AF0301.Superseded values are not recommended for survey control.
 AF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0301.See file dsdata.txt to determine how the superseded data were derived.
 AF0301
 AF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4434089553(NAD 83)
 AF0301_MARKER: Z = SEE DESCRIPTION
 AF0301_SETTING: 0 = UNSPECIFIED SETTING
 AF0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0301
 AF0301  HISTORY     - Date     Condition        Report By
 AF0301  HISTORY     - 1962     MONUMENTED       CGS
 AF0301
 AF0301                          STATION DESCRIPTION
 AF0301
 AF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0301'SEE STATION 10 K SOUTH PMSS BM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0319 ***********************************************************************
 AF0319  DESIGNATION -  10KW BORE 1962
 AF0319  PID         -  AF0319
 AF0319  STATE/COUNTY-  FL/BREVARD
 AF0319  USGS QUAD   -  GRANT (1970)
 AF0319
 AF0319                         *CURRENT SURVEY CONTROL
 AF0319  ___________________________________________________________________
 AF0319* NAD 83(1990)-  27 56 52.49727(N)    080 35 18.49812(W)     ADJUSTED  
 AF0319* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 AF0319  ___________________________________________________________________
 AF0319  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF0319  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF0319
 AF0319  HORZ ORDER  -  SECOND
 AF0319  VERT ORDER  -  THIRD ? (See Below)
 AF0319
 AF0319.The horizontal coordinates were established by classical geodetic methods
 AF0319.and adjusted by the National Geodetic Survey in May 1991..
 AF0319
 AF0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0319.The vertical order pertains to the NGVD 29 superseded value.
 AF0319
 AF0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0319
 AF0319.The geoid height was determined by GEOID03.
 AF0319
 AF0319;                    North         East     Units Scale Factor Converg.
 AF0319;SPC FL E     -   400,505.577   240,495.953   MT  0.99996141   +0 11 34.3
 AF0319;SPC FL E     - 1,313,992.05    789,027.14   sFT  0.99996141   +0 11 34.3
 AF0319;UTM  17      - 3,091,500.908   540,482.136   MT  0.99962023   +0 11 34.3
 AF0319
 AF0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0319!SPC FL E     -   1.00000325  x   0.99996141  =   0.99996466
 AF0319!UTM  17      -   1.00000325  x   0.99962023  =   0.99962348
 AF0319
 AF0319                          SUPERSEDED SURVEY CONTROL
 AF0319
 AF0319  NAD 83(1986)-  27 56 52.50251(N)    080 35 18.51281(W) AD(       ) 2
 AF0319  NAD 27      -  27 56 51.42759(N)    080 35 19.31740(W) AD(       ) 2
 AF0319  NGVD 29 (07/19/86)    7.72   (m)           25.3    (f) LEVELING    3  
 AF0319
 AF0319.Superseded values are not recommended for survey control.
 AF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0319.See file dsdata.txt to determine how the superseded data were derived.
 AF0319
 AF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4048291501(NAD 83)
 AF0319_MARKER: DD = SURVEY DISK
 AF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0319_SP_SET: SQUARE CONCRETE MONUMENT
 AF0319_MARK LOGO: CGS   
 AF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0319+STABILITY: SURFACE MOTION
 AF0319
 AF0319  HISTORY     - Date     Condition        Report By
 AF0319  HISTORY     - 1962     MONUMENTED       CGS
 AF0319  HISTORY     - 1962     GOOD             CGS
 AF0319  HISTORY     - 19930824 MARK NOT FOUND   GEOBAS
 AF0319
 AF0319                          STATION DESCRIPTION
 AF0319
 AF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0319'LOCATED 2.2 MILES WEST OF THE CENTRAL MISTRAM TRACKING SITE AND
 AF0319'0.2 MILE WEST OF 10 K W SITE, 4.5 FEET EAST OF A BORESIGHT TOWER
 AF0319'SUPPORTING AN ANTENNA, 1 FOOT WEST OF A CONCRETE BLOCK BUILDING
 AF0319'AND 1,205 FEET WEST OF 10 KW PIER 3.
 AF0319'
 AF0319'A TRAVERSE CONNECTION WAS MADE TO 10 KW PIER 3 AND THE DISTANCE IS
 AF0319'367.3327 METERS OR 1,205.16 FEET.  THE MARK IS A PLAIN BRASS DISK
 AF0319'SET IN A 10 X 10 INCH CONCRETE POST FLUSH WITH THE SURFACE AND SET
 AF0319'DIRECTLY UNDER A 6 FOOT DISH ANTENNA MOUNTED AT THE 100 FOOT LEVEL
 AF0319'OF THE BORESIGHT TOWER WITH A K AND E TARGET GLUED TO THE BOTTOM
 AF0319'OF THE WINDOW FRAME OF THE WAVE GUIDE EXTENDING THROUGH THE CENTER
 AF0319'OF THE DISH ANTENNA.  THE DISK IS STAMPED 10 KW BORE 1962.
 AF0319
 AF0319                          STATION RECOVERY (1962)
 AF0319
 AF0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AF0319'RECOVERED IN GOOD CONDITION.
 AF0319
 AF0319                          STATION RECOVERY (1993)
 AF0319
 AF0319'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AF0319'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0317 ***********************************************************************
 AF0317  DESIGNATION -  10KW PIER 1 1962
 AF0317  PID         -  AF0317
 AF0317  STATE/COUNTY-  FL/BREVARD
 AF0317  USGS QUAD   -  GRANT (1970)
 AF0317
 AF0317                         *CURRENT SURVEY CONTROL
 AF0317  ___________________________________________________________________
 AF0317* NAD 83(1990)-  27 56 57.68192(N)    080 35 06.39236(W)     ADJUSTED  
 AF0317* NAVD 88     -         8.15   (+/-2cm)      26.7    (feet)  VERTCON   
 AF0317  ___________________________________________________________________
 AF0317  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF0317  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AF0317
 AF0317  HORZ ORDER  -  SECOND
 AF0317  VERT ORDER  -  THIRD ? (See Below)
 AF0317
 AF0317.The horizontal coordinates were established by classical geodetic methods
 AF0317.and adjusted by the National Geodetic Survey in May 1991..
 AF0317
 AF0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0317.The vertical order pertains to the NGVD 29 superseded value.
 AF0317
 AF0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0317
 AF0317.The geoid height was determined by GEOID03.
 AF0317
 AF0317;                    North         East     Units Scale Factor Converg.
 AF0317;SPC FL E     -   400,666.287   240,826.318   MT  0.99996174   +0 11 40.1
 AF0317;SPC FL E     - 1,314,519.31    790,111.01   sFT  0.99996174   +0 11 40.1
 AF0317;UTM  17      - 3,091,661.563   540,812.388   MT  0.99962056   +0 11 40.1
 AF0317
 AF0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0317!SPC FL E     -   1.00000311  x   0.99996174  =   0.99996485
 AF0317!UTM  17      -   1.00000311  x   0.99962056  =   0.99962367
 AF0317
 AF0317:                Primary Azimuth Mark                     Grid Az
 AF0317:SPC FL E     -  CENTRAL PIER 2 1962                      072 56 25.5
 AF0317:UTM  17      -  CENTRAL PIER 2 1962                      072 56 25.5
 AF0317
 AF0317|---------------------------------------------------------------------|
 AF0317| PID    Reference Object                     Distance      Geod. Az  |
 AF0317|                                                           dddmmss.s |
 AF0317| AF0305 CENTRAL PIER 2 1962                 APPROX. 2.8 KM 0730805.6 |
 AF0317| AF0314 10KW PIER 2 1962                     70.713 METERS 11707     |
 AF0317| AF0316 10K WEST PMSS BM 1962                50.003 METERS 16207     |
 AF0317| AF0315 10KW PIER 3 1962                    100.004 METERS 16207     |
 AF0317| AF0318 10KW PIER 4 1962                     70.714 METERS 20707     |
 AF0317| AF0319 10KW BORE 1962                      367.395 METERS 24415     |
 AF0317|---------------------------------------------------------------------|
 AF0317
 AF0317                          SUPERSEDED SURVEY CONTROL
 AF0317
 AF0317  NAD 83(1986)-  27 56 57.68699(N)    080 35 06.40744(W) AD(       ) 2
 AF0317  NAD 27      -  27 56 56.61248(N)    080 35 07.21191(W) AD(       ) 2
 AF0317  NGVD 29 (07/19/86)    8.57   (m)           28.1    (f) LEVELING    3  
 AF0317
 AF0317.Superseded values are not recommended for survey control.
 AF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0317.See file dsdata.txt to determine how the superseded data were derived.
 AF0317
 AF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4081291662(NAD 83)
 AF0317_MARKER: Z = SEE DESCRIPTION
 AF0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0317_SP_SET: CONCRETE-FILLED STEEL PIPE/PIER
 AF0317_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0317
 AF0317  HISTORY     - Date     Condition        Report By
 AF0317  HISTORY     - 1962     MONUMENTED       CGS
 AF0317
 AF0317                          STATION DESCRIPTION
 AF0317
 AF0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0317'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES WEST OF THE VALKARIA
 AF0317'AIRPORT AND IN AN ANTENNA BUILDING ABOUT 2 MILES WEST OF THE MISTRAM
 AF0317'CENTRAL CONTROL BUILDING.  THE MARK IS A ROUND CONCRETE PIER THAT
 AF0317'PROJECTS ABOUT 3 FEET AND AN ADJUSTABLE TRIBRACH BOLTED A-TOP THE
 AF0317'PIER WITH A K AND E TARGET MOUNTED IN THE CENTER MARKS THE
 AF0317'STATION.
 AF0317'
 AF0317'THEODOLITE PIERS 1, 2, 3, AND 4 WERE SET APPROXIMATELY 50 METERS
 AF0317'FROM THE 10 KW PIER, PIERS 2 AND 4 WERE SET ON THE WEST BASELINE
 AF0317'AND PIERS 1 AND 3 ARE IN OPPOSITE DIRECTIONS.  THE PIERS ARE A 12
 AF0317'INCH STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY
 AF0317'25 FEET AND FILLED WITH CONCRETE, A SMALL BUILDING HAS BEEN BUILT
 AF0317'OVER EACH PIER.  THE PIERS PROJECT APPROXIMATELY 5 FEET ABOVE
 AF0317'THE SURFACE AND ARE INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED
 AF0317'A-TOP OF EACH PIER AND A K AND E GLASS TARGET MOUNTED IN THE
 AF0317'CENTER OF EACH TRIBRACH MARKS THE STATIONS.  A TRAVERSE
 AF0317'CONNECTION WAS MADE TO THE PIERS AS SHOWN.
 AF0317'
 AF0317'HEIGHT OF LIGHT ABOVE STATION MARK 0.91 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0314 ***********************************************************************
 AF0314  DESIGNATION -  10KW PIER 2 1962
 AF0314  PID         -  AF0314
 AF0314  STATE/COUNTY-  FL/BREVARD
 AF0314  USGS QUAD   -  GRANT (1970)
 AF0314
 AF0314                         *CURRENT SURVEY CONTROL
 AF0314  ___________________________________________________________________
 AF0314* NAD 83(1990)-  27 56 56.63494(N)    080 35 04.08981(W)     ADJUSTED  
 AF0314* NAVD 88     -         8.15   (+/-2cm)      26.7    (feet)  VERTCON   
 AF0314  ___________________________________________________________________
 AF0314  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF0314  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AF0314
 AF0314  HORZ ORDER  -  SECOND
 AF0314  VERT ORDER  -  THIRD ? (See Below)
 AF0314
 AF0314.The horizontal coordinates were established by classical geodetic methods
 AF0314.and adjusted by the National Geodetic Survey in May 1991..
 AF0314
 AF0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0314.The vertical order pertains to the NGVD 29 superseded value.
 AF0314
 AF0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0314
 AF0314.The geoid height was determined by GEOID03.
 AF0314
 AF0314;                    North         East     Units Scale Factor Converg.
 AF0314;SPC FL E     -   400,634.273   240,889.366   MT  0.99996181   +0 11 41.1
 AF0314;SPC FL E     - 1,314,414.28    790,317.86   sFT  0.99996181   +0 11 41.1
 AF0314;UTM  17      - 3,091,629.560   540,875.415   MT  0.99962062   +0 11 41.1
 AF0314
 AF0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0314!SPC FL E     -   1.00000311  x   0.99996181  =   0.99996492
 AF0314!UTM  17      -   1.00000311  x   0.99962062  =   0.99962373
 AF0314
 AF0314:                Primary Azimuth Mark                     Grid Az
 AF0314:SPC FL E     -  CENTRAL PMSS BM 1962                     071 55 02.1
 AF0314:UTM  17      -  CENTRAL PMSS BM 1962                     071 55 02.1
 AF0314
 AF0314|---------------------------------------------------------------------|
 AF0314| PID    Reference Object                     Distance      Geod. Az  |
 AF0314|                                                           dddmmss.s |
 AF0314| AF0308 CENTRAL PMSS BM 1962                APPROX. 2.7 KM 0720643.2 |
 AF0314| AF0315 10KW PIER 3 1962                     70.710 METERS 20707     |
 AF0314| AF0316 10K WEST PMSS BM 1962                50.001 METERS 25207     |
 AF0314| AF0318 10KW PIER 4 1962                    100.002 METERS 25207     |
 AF0314| AF0317 10KW PIER 1 1962                     70.713 METERS 29707     |
 AF0314|---------------------------------------------------------------------|
 AF0314
 AF0314                          SUPERSEDED SURVEY CONTROL
 AF0314
 AF0314  NAD 83(1986)-  27 56 56.64004(N)    080 35 04.10496(W) AD(       ) 2
 AF0314  NAD 27      -  27 56 55.56549(N)    080 35 04.90943(W) AD(       ) 2
 AF0314  NGVD 29 (07/19/86)    8.57   (m)           28.1    (f) LEVELING    3  
 AF0314
 AF0314.Superseded values are not recommended for survey control.
 AF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0314.See file dsdata.txt to determine how the superseded data were derived.
 AF0314
 AF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4087591630(NAD 83)
 AF0314_MARKER: Z = SEE DESCRIPTION
 AF0314_SETTING: 0 = UNSPECIFIED SETTING
 AF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0314
 AF0314  HISTORY     - Date     Condition        Report By
 AF0314  HISTORY     - 1962     MONUMENTED       CGS
 AF0314
 AF0314                          STATION DESCRIPTION
 AF0314
 AF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0314'SEE STATION 10 K WEST PMSS BM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0315 ***********************************************************************
 AF0315  DESIGNATION -  10KW PIER 3 1962
 AF0315  PID         -  AF0315
 AF0315  STATE/COUNTY-  FL/BREVARD
 AF0315  USGS QUAD   -  GRANT (1970)
 AF0315
 AF0315                         *CURRENT SURVEY CONTROL
 AF0315  ___________________________________________________________________
 AF0315* NAD 83(1990)-  27 56 54.59028(N)    080 35 05.26867(W)     ADJUSTED  
 AF0315* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 AF0315  ___________________________________________________________________
 AF0315  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF0315  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF0315
 AF0315  HORZ ORDER  -  SECOND
 AF0315  VERT ORDER  -  THIRD ? (See Below)
 AF0315
 AF0315.The horizontal coordinates were established by classical geodetic methods
 AF0315.and adjusted by the National Geodetic Survey in May 1991..
 AF0315
 AF0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0315.The vertical order pertains to the NGVD 29 superseded value.
 AF0315
 AF0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0315
 AF0315.The geoid height was determined by GEOID03.
 AF0315
 AF0315;                    North         East     Units Scale Factor Converg.
 AF0315;SPC FL E     -   400,571.226   240,857.357   MT  0.99996177   +0 11 40.6
 AF0315;SPC FL E     - 1,314,207.43    790,212.85   sFT  0.99996177   +0 11 40.6
 AF0315;UTM  17      - 3,091,566.534   540,843.416   MT  0.99962059   +0 11 40.6
 AF0315
 AF0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0315!SPC FL E     -   1.00000311  x   0.99996177  =   0.99996488
 AF0315!UTM  17      -   1.00000311  x   0.99962059  =   0.99962370
 AF0315
 AF0315|---------------------------------------------------------------------|
 AF0315| PID    Reference Object                     Distance      Geod. Az  |
 AF0315|                                                           dddmmss.s |
 AF0315| AF0314 10KW PIER 2 1962                     70.710 METERS 02707     |
 AF0315| AF0305 CENTRAL PIER 2 1962                 APPROX. 2.8 KM 0710519.8 |
 AF0315| AF0319 10KW BORE 1962                      367.332 METERS 25954     |
 AF0315| AF0318 10KW PIER 4 1962                     70.714 METERS 29707     |
 AF0315| AF0317 10KW PIER 1 1962                    100.004 METERS 34207     |
 AF0315| AF0316 10K WEST PMSS BM 1962                50.001 METERS 34207     |
 AF0315|---------------------------------------------------------------------|
 AF0315
 AF0315                          SUPERSEDED SURVEY CONTROL
 AF0315
 AF0315  NAD 83(1986)-  27 56 54.59543(N)    080 35 05.28378(W) AD(       ) 2
 AF0315  NAD 27      -  27 56 53.52076(N)    080 35 06.08823(W) AD(       ) 2
 AF0315  NGVD 29 (07/19/86)    8.58   (m)           28.1    (f) LEVELING    3  
 AF0315
 AF0315.Superseded values are not recommended for survey control.
 AF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0315.See file dsdata.txt to determine how the superseded data were derived.
 AF0315
 AF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4084391567(NAD 83)
 AF0315_MARKER: Z = SEE DESCRIPTION
 AF0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0315_SP_SET: CONCRETE-FILLED STEEL PIPE/PIER
 AF0315_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0315
 AF0315  HISTORY     - Date     Condition        Report By
 AF0315  HISTORY     - 1962     MONUMENTED       CGS
 AF0315
 AF0315                          STATION DESCRIPTION
 AF0315
 AF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0315'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES WEST OF THE VALKARIA
 AF0315'AIRPORT AND IN A THEODOLITE BUILDING ABOUT 2 MILES WEST OF THE
 AF0315'MISTRAM CENTRAL CONTROL BUILDING.  THE PIER OR MARK IS A 12 INCH
 AF0315'STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY 25
 AF0315'FEET, FILLED WITH CONCRETE, PROJECTS APPROXIMATELY 5 FEET ABOVE
 AF0315'THE SURFACE AND IS INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED A-TOP
 AF0315'THE PIER AND A K AND E GLASS TARGET MOUNTED IN THE CENTER OF THE
 AF0315'TRIBRACH THAT MARKS THE STATION.
 AF0315'
 AF0315'10 KW BORE IS 4.5 FEET EAST OF A BORESIGHT TOWER AND 12 INCHES
 AF0315'WEST OF A CONCRETE BLOCK BUILDING.  THE MARK IS 10 X 10 INCH
 AF0315'CONCRETE POST, FLUSH WITH THE SURFACE WITH A SMOOTH BRASS DISK SET
 AF0315'FLUSH AND STAMPED 10 KW BORE 1962.
 AF0315'
 AF0315'TRAVERSE CONNECTIONS WERE MADE AS SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0318 ***********************************************************************
 AF0318  DESIGNATION -  10KW PIER 4 1962
 AF0318  PID         -  AF0318
 AF0318  STATE/COUNTY-  FL/BREVARD
 AF0318  USGS QUAD   -  GRANT (1970)
 AF0318
 AF0318                         *CURRENT SURVEY CONTROL
 AF0318  ___________________________________________________________________
 AF0318* NAD 83(1990)-  27 56 55.63715(N)    080 35 07.57129(W)     ADJUSTED  
 AF0318* NAVD 88     -         8.15   (+/-2cm)      26.7    (feet)  VERTCON   
 AF0318  ___________________________________________________________________
 AF0318  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF0318  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF0318
 AF0318  HORZ ORDER  -  SECOND
 AF0318  VERT ORDER  -  THIRD ? (See Below)
 AF0318
 AF0318.The horizontal coordinates were established by classical geodetic methods
 AF0318.and adjusted by the National Geodetic Survey in May 1991..
 AF0318
 AF0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0318.The vertical order pertains to the NGVD 29 superseded value.
 AF0318
 AF0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0318
 AF0318.The geoid height was determined by GEOID03.
 AF0318
 AF0318;                    North         East     Units Scale Factor Converg.
 AF0318;SPC FL E     -   400,603.237   240,794.306   MT  0.99996171   +0 11 39.5
 AF0318;SPC FL E     - 1,314,312.45    790,005.99   sFT  0.99996171   +0 11 39.5
 AF0318;UTM  17      - 3,091,598.534   540,780.387   MT  0.99962053   +0 11 39.5
 AF0318
 AF0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0318!SPC FL E     -   1.00000311  x   0.99996171  =   0.99996482
 AF0318!UTM  17      -   1.00000311  x   0.99962053  =   0.99962364
 AF0318
 AF0318|---------------------------------------------------------------------|
 AF0318| PID    Reference Object                     Distance      Geod. Az  |
 AF0318|                                                           dddmmss.s |
 AF0318| AF0317 10KW PIER 1 1962                     70.714 METERS 02707     |
 AF0318| AF0308 CENTRAL PMSS BM 1962                APPROX. 2.8 KM 0720641.7 |
 AF0318| AF0314 10KW PIER 2 1962                    100.002 METERS 07207     |
 AF0318| AF0316 10K WEST PMSS BM 1962                50.002 METERS 07207     |
 AF0318| AF0315 10KW PIER 3 1962                     70.714 METERS 11707     |
 AF0318|---------------------------------------------------------------------|
 AF0318
 AF0318                          SUPERSEDED SURVEY CONTROL
 AF0318
 AF0318  NAD 83(1986)-  27 56 55.64227(N)    080 35 07.58635(W) AD(       ) 2
 AF0318  NAD 27      -  27 56 54.56765(N)    080 35 08.39079(W) AD(       ) 2
 AF0318  NGVD 29 (07/19/86)    8.57   (m)           28.1    (f) LEVELING    3  
 AF0318
 AF0318.Superseded values are not recommended for survey control.
 AF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0318.See file dsdata.txt to determine how the superseded data were derived.
 AF0318
 AF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4078091599(NAD 83)
 AF0318_MARKER: Z = SEE DESCRIPTION
 AF0318_SETTING: 0 = UNSPECIFIED SETTING
 AF0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0318
 AF0318  HISTORY     - Date     Condition        Report By
 AF0318  HISTORY     - 1962     MONUMENTED       CGS
 AF0318
 AF0318                          STATION DESCRIPTION
 AF0318
 AF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0318'SEE STATION 10 K WEST PMSS BM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0990 ***********************************************************************
 AQ0990  DESIGNATION -  11
 AQ0990  PID         -  AQ0990
 AQ0990  STATE/COUNTY-  FL/VOLUSIA
 AQ0990  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ0990
 AQ0990                         *CURRENT SURVEY CONTROL
 AQ0990  ___________________________________________________________________
 AQ0990* NAD 83(1986)-  29 24 31.     (N)    081 06 01.     (W)     SCALED    
 AQ0990* NAVD 88     -         1.140  (meters)       3.74   (feet)  ADJUSTED  
 AQ0990  ___________________________________________________________________
 AQ0990  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AQ0990  DYNAMIC HT  -           1.138 (meters)       3.73  (feet)  COMP
 AQ0990  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AQ0990
 AQ0990  VERT ORDER  -  SECOND    CLASS 0
 AQ0990
 AQ0990.The horizontal coordinates were scaled from a topographic map and have
 AQ0990.an estimated accuracy of +/- 6 seconds.
 AQ0990
 AQ0990.The orthometric height was determined by differential leveling
 AQ0990.and adjusted by the National Geodetic Survey in June 1991..
 AQ0990
 AQ0990.The geoid height was determined by GEOID03.
 AQ0990
 AQ0990.The dynamic height is computed by dividing the NAVD 88
 AQ0990.geopotential number by the normal gravity value computed on the
 AQ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0990.degrees latitude (g = 980.6199 gals.).
 AQ0990
 AQ0990.The modeled gravity was interpolated from observed gravity values.
 AQ0990
 AQ0990;                    North         East    Units  Estimated Accuracy
 AQ0990;SPC FL E     -   562,320.      190,270.      MT  (+/- 180 meters Scaled)
 AQ0990
 AQ0990                          SUPERSEDED SURVEY CONTROL
 AQ0990
 AQ0990  NGVD 29 (??/??/92)    1.478  (m)            4.85   (f) ADJ UNCH    2 0
 AQ0990
 AQ0990.Superseded values are not recommended for survey control.
 AQ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0990.See file dsdata.txt to determine how the superseded data were derived.
 AQ0990
 AQ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN902532(NAD 83)
 AQ0990_MARKER: DD = SURVEY DISK
 AQ0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ0990_SP_SET: BRIDGE ABUTMENT
 AQ0990_STAMPING: 11 IWL 1951 JACKSONVILLE
 AQ0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0990
 AQ0990  HISTORY     - Date     Condition        Report By
 AQ0990  HISTORY     - 1951     MONUMENTED       DOD
 AQ0990  HISTORY     - 1970     GOOD             NGS
 AQ0990  HISTORY     - 1983     POOR             NGS
 AQ0990  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ0990  HISTORY     - 19910314 MARK NOT FOUND   NGS
 AQ0990
 AQ0990                          STATION DESCRIPTION
 AQ0990
 AQ0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0990'5.8 MI S FROM FLAGLER BEACH.
 AQ0990'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AQ0990'OF STATE HIGHWAY 100 AT FLAGLER BEACH, THENCE 0.35 MILE WEST
 AQ0990'ALONG A BLACK TOPPED ROAD, IN SECTION 5, T 13 S, R 32 E, 182.7
 AQ0990'FEET NORTH OF THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE
 AQ0990'OVER THE INTRACOASTAL WATERWAY (KNOX MEMORIAL BRIDGE), 75 FEET
 AQ0990'SOUTH OF THE SOUTH BANK OF A SMALL INLET LEADING EAST FROM THE
 AQ0990'INTRACOASTAL WATERWAY, 29 FEET EAST OF THE HIGH WATER LINE OF
 AQ0990'THE INTRACOASTAL WATERWAY, ABOUT 12 FEET BELOW THE LEVEL OF THE
 AQ0990'HIGHWAY AND IS A USE DISK BRAZED ON THE TOP OF A 3-INCH PIPE
 AQ0990'WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND AND SET
 AQ0990'IN A MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 AQ0990
 AQ0990                          STATION RECOVERY (1983)
 AQ0990
 AQ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AQ0990'WATERWAY HAS WASHED SOIL FROM BOTTOM OF MONUMENT.
 AQ0990
 AQ0990                          STATION RECOVERY (1990)
 AQ0990
 AQ0990'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0990'MARK NOT FOUND.
 AQ0990
 AQ0990                          STATION RECOVERY (1991)
 AQ0990
 AQ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0990'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7302 ***********************************************************************
 AL7302  DESIGNATION -  11 14
 AL7302  PID         -  AL7302
 AL7302  STATE/COUNTY-  FL/CITRUS
 AL7302  USGS QUAD   -  HOMOSASSA (1988)
 AL7302
 AL7302                         *CURRENT SURVEY CONTROL
 AL7302  ___________________________________________________________________
 AL7302* NAD 83(1986)-  28 45 59.     (N)    082 33 11.     (W)     SCALED    
 AL7302* NAVD 88     -         3.103  (meters)      10.18   (feet)  ADJUSTED  
 AL7302  ___________________________________________________________________
 AL7302  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AL7302  DYNAMIC HT  -           3.099 (meters)      10.17  (feet)  COMP
 AL7302  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 AL7302
 AL7302  VERT ORDER  -  FIRST     CLASS II
 AL7302
 AL7302.The horizontal coordinates were scaled from a topographic map and have
 AL7302.an estimated accuracy of +/- 6 seconds.
 AL7302
 AL7302.The orthometric height was determined by differential leveling
 AL7302.and adjusted by the National Geodetic Survey in January 2006..
 AL7302.No vertical observational check was made to the station.
 AL7302
 AL7302.Photographs are available for this station.
 AL7302
 AL7302.The geoid height was determined by GEOID03.
 AL7302
 AL7302.The dynamic height is computed by dividing the NAVD 88
 AL7302.geopotential number by the normal gravity value computed on the
 AL7302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7302.degrees latitude (g = 980.6199 gals.).
 AL7302
 AL7302.The modeled gravity was interpolated from observed gravity values.
 AL7302
 AL7302;                    North         East    Units  Estimated Accuracy
 AL7302;SPC FL W     -   491,270.      145,990.      MT  (+/- 180 meters Scaled)
 AL7302
 AL7302                          SUPERSEDED SURVEY CONTROL
 AL7302
 AL7302  NAVD 88 (??/??/92)    3.072  (m)           10.08   (f) UNKNOWN     3 0
 AL7302
 AL7302.Superseded values are not recommended for survey control.
 AL7302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7302.See file dsdata.txt to determine how the superseded data were derived.
 AL7302
 AL7302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483830(NAD 83)
 AL7302_MARKER: DB = BENCH MARK DISK
 AL7302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7302_SP_SET: CULVERT HEADWALL
 AL7302_STAMPING: 11 14
 AL7302_MARK LOGO: FLSRD 
 AL7302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7302+STABILITY: SURFACE MOTION
 AL7302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7302+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AL7302
 AL7302  HISTORY     - Date     Condition        Report By
 AL7302  HISTORY     - 1999     MONUMENTED       FLDT
 AL7302  HISTORY     - 1977     GOOD             FLDNR
 AL7302  HISTORY     - 1988     GOOD             USPSQD
 AL7302  HISTORY     - 1988     GOOD             USPSQD
 AL7302  HISTORY     - 19900226 GOOD             USPSQD
 AL7302  HISTORY     - 19910214 GOOD             USPSQD
 AL7302  HISTORY     - 19990414 GOOD             USPSQD
 AL7302  HISTORY     - 20040207 GOOD             FLDEP
 AL7302
 AL7302                          STATION DESCRIPTION
 AL7302
 AL7302'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7302'3.30 MI SSE FROM HOMOSASSA SPRINGS.
 AL7302'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7302'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S.
 AL7302'HIGHWAY 19/98 FOR 3.30 MILES TO THE MARK ON THE LEFT, WHICH BEARS
 AL7302'23 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 AL7302'HIGHWAY 19/98, 51 FEET SOUTHWEST OF A POWER POLE, 9.5 FEET NORTH
 AL7302'OF THE SOUTH END OF A HEADWALL, 19.3 FEET SOUTH OF THE NORTH END
 AL7302'OF A HEADWALL.
 AL7302
 AL7302                          STATION RECOVERY (1988)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (1988)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (1990)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (1991)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (1999)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1999
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (2004)
 AL7302
 AL7302'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7304 ***********************************************************************
 AL7304  DESIGNATION -  11 32
 AL7304  PID         -  AL7304
 AL7304  STATE/COUNTY-  FL/CITRUS
 AL7304  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AL7304
 AL7304                         *CURRENT SURVEY CONTROL
 AL7304  ___________________________________________________________________
 AL7304* NAD 83(1986)-  28 44 34.     (N)    082 33 09.     (W)     SCALED    
 AL7304* NAVD 88     -         3.125  (meters)      10.25   (feet)  POSTED    
 AL7304  ___________________________________________________________________
 AL7304  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL7304  DYNAMIC HT  -           3.120 (meters)      10.24  (feet)  COMP
 AL7304  MODELED GRAV-     979,221.8   (mgal)                       NAVD 88
 AL7304
 AL7304  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7304
 AL7304.The horizontal coordinates were scaled from a topographic map and have
 AL7304.an estimated accuracy of +/- 6 seconds.
 AL7304
 AL7304.The orthometric height was determined by differential leveling
 AL7304.and adjusted by the National Geodetic Survey in 1992..
 AL7304.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7304.rate of 0.0 thru 1.0 mm/km.
 AL7304
 AL7304.The geoid height was determined by GEOID03.
 AL7304
 AL7304.The dynamic height is computed by dividing the NAVD 88
 AL7304.geopotential number by the normal gravity value computed on the
 AL7304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7304.degrees latitude (g = 980.6199 gals.).
 AL7304
 AL7304.The modeled gravity was interpolated from observed gravity values.
 AL7304
 AL7304;                    North         East    Units  Estimated Accuracy
 AL7304;SPC FL W     -   488,650.      146,040.      MT  (+/- 180 meters Scaled)
 AL7304
 AL7304                          SUPERSEDED SURVEY CONTROL
 AL7304
 AL7304.No superseded survey control is available for this station.
 AL7304
 AL7304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM484804(NAD 83)
 AL7304_MARKER: DB = BENCH MARK DISK
 AL7304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7304_SP_SET: CULVERT
 AL7304_STAMPING: 11 32
 AL7304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7304
 AL7304  HISTORY     - Date     Condition        Report By
 AL7304  HISTORY     - UNK      MONUMENTED       FLDT
 AL7304  HISTORY     - 1977     GOOD             FLDNR
 AL7304  HISTORY     - 19900226 GOOD             USPSQD
 AL7304  HISTORY     - 19910214 GOOD             USPSQD
 AL7304  HISTORY     - 19990414 GOOD             USPSQD
 AL7304  HISTORY     - 20040207 MARK NOT FOUND   FLDEP
 AL7304
 AL7304                          STATION DESCRIPTION
 AL7304
 AL7304'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7304'5 MI SSE FROM HOMOSASSA SPRINGS.
 AL7304'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7304'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S.
 AL7304'HIGHWAY 19/98 FOR 5 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43
 AL7304'FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 AL7304'HIGHWAY 19/98, 28 FEET WEST OF A 3 BOART FENCE, 63 FEET NORTHWEST
 AL7304'OF A POWER POLE, 18.7 FEET SOUTH OF A NORTH END OF A CULVERT.
 AL7304
 AL7304                          STATION RECOVERY (1990)
 AL7304
 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7304'RECOVERED IN GOOD CONDITION.
 AL7304
 AL7304                          STATION RECOVERY (1991)
 AL7304
 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7304'RECOVERED IN GOOD CONDITION.
 AL7304
 AL7304                          STATION RECOVERY (1999)
 AL7304
 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AL7304'RECOVERED IN GOOD CONDITION.
 AL7304
 AL7304                          STATION RECOVERY (2004)
 AL7304
 AL7304'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7304'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7303 ***********************************************************************
 AL7303  DESIGNATION -  11 53
 AL7303  PID         -  AL7303
 AL7303  STATE/COUNTY-  FL/CITRUS
 AL7303  USGS QUAD   -  HOMOSASSA (1988)
 AL7303
 AL7303                         *CURRENT SURVEY CONTROL
 AL7303  ___________________________________________________________________
 AL7303* NAD 83(1986)-  28 45 12.     (N)    082 33 10.     (W)     SCALED    
 AL7303* NAVD 88     -         3.193  (meters)      10.48   (feet)  POSTED    
 AL7303  ___________________________________________________________________
 AL7303  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AL7303  DYNAMIC HT  -           3.190 (meters)      10.47  (feet)  COMP
 AL7303  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 AL7303
 AL7303  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7303
 AL7303.The horizontal coordinates were scaled from a topographic map and have
 AL7303.an estimated accuracy of +/- 6 seconds.
 AL7303
 AL7303.The orthometric height was determined by differential leveling
 AL7303.and adjusted by the National Geodetic Survey in 1992..
 AL7303.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7303.rate of 0.0 thru 1.0 mm/km.
 AL7303
 AL7303.The geoid height was determined by GEOID03.
 AL7303
 AL7303.The dynamic height is computed by dividing the NAVD 88
 AL7303.geopotential number by the normal gravity value computed on the
 AL7303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7303.degrees latitude (g = 980.6199 gals.).
 AL7303
 AL7303.The modeled gravity was interpolated from observed gravity values.
 AL7303
 AL7303;                    North         East    Units  Estimated Accuracy
 AL7303;SPC FL W     -   489,820.      146,010.      MT  (+/- 180 meters Scaled)
 AL7303
 AL7303                          SUPERSEDED SURVEY CONTROL
 AL7303
 AL7303.No superseded survey control is available for this station.
 AL7303
 AL7303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483816(NAD 83)
 AL7303_MARKER: DB = BENCH MARK DISK
 AL7303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7303_SP_SET: CULVERT
 AL7303_STAMPING: 11 53
 AL7303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7303
 AL7303  HISTORY     - Date     Condition        Report By
 AL7303  HISTORY     - UNK      MONUMENTED       FLDT
 AL7303  HISTORY     - 1977     GOOD             FLDNR
 AL7303  HISTORY     - 1988     GOOD             USPSQD
 AL7303  HISTORY     - 19900226 GOOD             USPSQD
 AL7303  HISTORY     - 19910214 GOOD             USPSQD
 AL7303  HISTORY     - 19990414 GOOD             USPSQD
 AL7303  HISTORY     - 20040207 MARK NOT FOUND   FLDEP
 AL7303
 AL7303                          STATION DESCRIPTION
 AL7303
 AL7303'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7303'4.15 MI SSE FROM HOMOSASSA SPRINGS.
 AL7303'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7303'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY
 AL7303'19/98 FOR 4.15 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET
 AL7303'EAST OF THE NORTH BOUND LANE OF U.S. HIGHWAY 19/98, 59 FEET NORTH
 AL7303'OF THE ENTRANCE ROAD TO HOMOSASSA CRAB COMPANY, 19.9 FEET SOUTH
 AL7303'OF THE NORTH END OF A CULVERT.
 AL7303
 AL7303                          STATION RECOVERY (1988)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (1990)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (1991)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (1999)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1999
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (2004)
 AL7303
 AL7303'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7303'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2777 ***********************************************************************
 AQ2777  DESIGNATION -  11 90 GPS 1
 AQ2777  PID         -  AQ2777
 AQ2777  STATE/COUNTY-  FL/LAKE
 AQ2777  USGS QUAD   -  ASTOR (1983)
 AQ2777
 AQ2777                         *CURRENT SURVEY CONTROL
 AQ2777  ___________________________________________________________________
 AQ2777* NAD 83(1999)-  29 09 35.31304(N)    081 35 37.63330(W)     ADJUSTED  
 AQ2777* NAVD 88     -        21.2    (meters)      70.     (feet)  GPS OBS   
 AQ2777  ___________________________________________________________________
 AQ2777  X           -     814,897.342 (meters)                     COMP
 AQ2777  Y           -  -5,514,336.277 (meters)                     COMP
 AQ2777  Z           -   3,089,377.660 (meters)                     COMP
 AQ2777  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AQ2777  ELLIP HEIGHT-          -7.17  (meters)          (09/30/02) GPS OBS
 AQ2777  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ2777
 AQ2777  HORZ ORDER  -  SECOND
 AQ2777  ELLP ORDER  -  FOURTH    CLASS II
 AQ2777
 AQ2777.The horizontal coordinates were established by GPS observations
 AQ2777.and adjusted by the National Geodetic Survey in September 2002..
 AQ2777
 AQ2777.The orthometric height was determined by GPS observations and a
 AQ2777.high-resolution geoid model.
 AQ2777
 AQ2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2777
 AQ2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2777
 AQ2777.The ellipsoidal height was determined by GPS observations
 AQ2777.and is referenced to NAD 83.
 AQ2777
 AQ2777.The geoid height was determined by GEOID03.
 AQ2777
 AQ2777;                    North         East     Units Scale Factor Converg.
 AQ2777;SPC FL E     -   534,887.635   142,234.110   MT  0.99998234   -0 17 21.6
 AQ2777;SPC FL E     - 1,754,877.18    466,646.41   sFT  0.99998234   -0 17 21.6
 AQ2777;UTM  17      - 3,225,837.115   442,253.820   MT  0.99964115   -0 17 21.6
 AQ2777
 AQ2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2777!SPC FL E     -   1.00000113  x   0.99998234  =   0.99998347
 AQ2777!UTM  17      -   1.00000113  x   0.99964115  =   0.99964228
 AQ2777
 AQ2777                          SUPERSEDED SURVEY CONTROL
 AQ2777
 AQ2777  NAD 83(1990)-  29 09 35.31163(N)    081 35 37.63287(W) AD(       ) 2
 AQ2777  ELLIP H (03/04/92)   -7.16   (m)                       GP(       ) 4 2
 AQ2777
 AQ2777.Superseded values are not recommended for survey control.
 AQ2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2777.See file dsdata.txt to determine how the superseded data were derived.
 AQ2777
 AQ2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4225425837(NAD 83)
 AQ2777_MARKER: DE = TRAVERSE STATION DISK
 AQ2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2777_SP_SET: CONCRETE POST
 AQ2777_STAMPING: 11 90 GPS 1
 AQ2777_MARK LOGO: FLDT  
 AQ2777_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2777+STABILITY: SURFACE MOTION
 AQ2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2777+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AQ2777
 AQ2777  HISTORY     - Date     Condition        Report By
 AQ2777  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2777  HISTORY     - 19970211 GOOD             USPSQD
 AQ2777
 AQ2777                          STATION DESCRIPTION
 AQ2777
 AQ2777'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2777'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST ON BLUE CREEK ROAD
 AQ2777'APPROXIMATELY 5.15 KM (3.20 MI) EAST OF THE INTERSECTION OF SR-40 AND
 AQ2777'SR-19.
 AQ2777'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND SR-19 PROCEED
 AQ2777'5.15 KM (3.20 MI) E ON SR-40 TO BLUE CREEK ROAD AND THE STATION ON THE
 AQ2777'LEFT. THE STATION IS IN THE SE CORNER OF THE INTERSECTION WITH A TRAIL
 AQ2777'ROAD LEADING E.
 AQ2777'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2777'1.22 M (4.0 FT) W OF A METAL WITNESS POST, 7.53 M (24.7 FT) E OF THE
 AQ2777'CENTERLINE OF BLUE CREEK ROAD, 37.49 M (123.0 FT) SE OF, AND ACROSS
 AQ2777'THE ROAD FROM A POWER POLE, 8.23 M (27.0 FT) S OF THE CENTERLINE OF
 AQ2777'THE TRAIL ROAD LEADING EAST AND 9.45 M (31.0 FT) N OF A 4 IN SCRUB
 AQ2777'OAK.
 AQ2777'DESCRIBED BY MAX CHERBONNEAUX
 AQ2777
 AQ2777                          STATION RECOVERY (1997)
 AQ2777
 AQ2777'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2770 ***********************************************************************
 AQ2770  DESIGNATION -  11 90 GPS 2
 AQ2770  PID         -  AQ2770
 AQ2770  STATE/COUNTY-  FL/LAKE
 AQ2770  USGS QUAD   -  ASTOR (1983)
 AQ2770
 AQ2770                         *CURRENT SURVEY CONTROL
 AQ2770  ___________________________________________________________________
 AQ2770* NAD 83(1999)-  29 09 49.74377(N)    081 35 39.12167(W)     ADJUSTED  
 AQ2770* NAVD 88     -        22.1    (meters)      73.     (feet)  GPS OBS   
 AQ2770  ___________________________________________________________________
 AQ2770  X           -     814,826.021 (meters)                     COMP
 AQ2770  Y           -  -5,514,128.780 (meters)                     COMP
 AQ2770  Z           -   3,089,766.092 (meters)                     COMP
 AQ2770  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AQ2770  ELLIP HEIGHT-          -6.25  (meters)          (09/30/02) GPS OBS
 AQ2770  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ2770
 AQ2770  HORZ ORDER  -  SECOND
 AQ2770  ELLP ORDER  -  FOURTH    CLASS II
 AQ2770
 AQ2770.The horizontal coordinates were established by GPS observations
 AQ2770.and adjusted by the National Geodetic Survey in September 2002..
 AQ2770
 AQ2770.The orthometric height was determined by GPS observations and a
 AQ2770.high-resolution geoid model.
 AQ2770
 AQ2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2770
 AQ2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2770
 AQ2770.The ellipsoidal height was determined by GPS observations
 AQ2770.and is referenced to NAD 83.
 AQ2770
 AQ2770.The geoid height was determined by GEOID03.
 AQ2770
 AQ2770;                    North         East     Units Scale Factor Converg.
 AQ2770;SPC FL E     -   535,332.125   142,196.134   MT  0.99998239   -0 17 22.4
 AQ2770;SPC FL E     - 1,756,335.48    466,521.82   sFT  0.99998239   -0 17 22.4
 AQ2770;UTM  17      - 3,226,281.453   442,215.857   MT  0.99964120   -0 17 22.4
 AQ2770
 AQ2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2770!SPC FL E     -   1.00000098  x   0.99998239  =   0.99998337
 AQ2770!UTM  17      -   1.00000098  x   0.99964120  =   0.99964218
 AQ2770
 AQ2770                          SUPERSEDED SURVEY CONTROL
 AQ2770
 AQ2770  NAD 83(1990)-  29 09 49.74254(N)    081 35 39.12127(W) AD(       ) 2
 AQ2770  ELLIP H (03/04/92)   -6.23   (m)                       GP(       ) 4 2
 AQ2770
 AQ2770.Superseded values are not recommended for survey control.
 AQ2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2770.See file dsdata.txt to determine how the superseded data were derived.
 AQ2770
 AQ2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4221626281(NAD 83)
 AQ2770_MARKER: DE = TRAVERSE STATION DISK
 AQ2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2770_SP_SET: CONCRETE POST
 AQ2770_STAMPING: 11 90 GPS 2
 AQ2770_MARK LOGO: FLDT  
 AQ2770_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2770+STABILITY: SURFACE MOTION
 AQ2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2770+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AQ2770
 AQ2770  HISTORY     - Date     Condition        Report By
 AQ2770  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2770  HISTORY     - 19970211 GOOD             USPSQD
 AQ2770
 AQ2770                          STATION DESCRIPTION
 AQ2770
 AQ2770'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2770'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST ON THE W SIDE OF
 AQ2770'BLUE CREEK ROAD ON THE TOP OF A HILL, APPROXIMATELY 5.15 KM (3.20 MI)
 AQ2770'EAST OF THE INTERSECTION OF SR-40 AND SR-19.
 AQ2770'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND SR-19 PROCEED
 AQ2770'E ON SR-40 5.15 KM (3.20 MI) TO BLUE CREEK ROAD, A GRADED ROAD LEADING
 AQ2770'N. TURN N AND GO 1.22 KM (0.75 MI) TO THE STATION ON THE LEFT.
 AQ2770'THE STATION PROJECTS 8 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2770'.61 M (2.0 FT) E OF A METAL WITNESS POST, 10.06 M (33.0 FT) W OF THE
 AQ2770'CENTERLINE OF BLUE CREEK ROAD AND 31.09 M (102.0 FT) S OF A POWER
 AQ2770'POLE.
 AQ2770'DESCRIBED BY MAX CHERBONNEAUX
 AQ2770
 AQ2770                          STATION RECOVERY (1997)
 AQ2770
 AQ2770'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7074 ***********************************************************************
 AK7074  DESIGNATION -  11 91 GPS 5
 AK7074  PID         -  AK7074
 AK7074  STATE/COUNTY-  FL/LAKE
 AK7074  USGS QUAD   -  EUSTIS (1980)
 AK7074
 AK7074                         *CURRENT SURVEY CONTROL
 AK7074  ___________________________________________________________________
 AK7074* NAD 83(1999)-  28 49 25.47364(N)    081 38 38.14266(W)     ADJUSTED  
 AK7074* NAVD 88     -        52.4    (meters)     172.     (feet)  GPS OBS   
 AK7074  ___________________________________________________________________
 AK7074  X           -     812,698.939 (meters)                     COMP
 AK7074  Y           -  -5,532,936.902 (meters)                     COMP
 AK7074  Z           -   3,056,812.606 (meters)                     COMP
 AK7074  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AK7074  ELLIP HEIGHT-          24.80  (meters)          (07/06/01) GPS OBS
 AK7074  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AK7074
 AK7074  HORZ ORDER  -  FIRST
 AK7074  ELLP ORDER  -  FOURTH    CLASS II
 AK7074
 AK7074.The horizontal coordinates were established by GPS observations
 AK7074.and adjusted by the National Geodetic Survey in July 2001..
 AK7074
 AK7074.The orthometric height was determined by GPS observations and a
 AK7074.high-resolution geoid model.
 AK7074
 AK7074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7074
 AK7074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7074
 AK7074.The ellipsoidal height was determined by GPS observations
 AK7074.and is referenced to NAD 83.
 AK7074
 AK7074.The geoid height was determined by GEOID03.
 AK7074
 AK7074;                    North         East     Units Scale Factor Converg.
 AK7074;SPC FL E     -   497,666.101   137,153.147   MT  0.99998990   -0 18 37.7
 AK7074;SPC FL E     - 1,632,759.53    449,976.62   sFT  0.99998990   -0 18 37.7
 AK7074;UTM  17      - 3,188,628.281   437,174.590   MT  0.99964871   -0 18 37.7
 AK7074
 AK7074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7074!SPC FL E     -   0.99999610  x   0.99998990  =   0.99998600
 AK7074!UTM  17      -   0.99999610  x   0.99964871  =   0.99964482
 AK7074
 AK7074:                Primary Azimuth Mark                     Grid Az
 AK7074:SPC FL E     -  11 91 GPS6                               000 18 14.0
 AK7074:UTM  17      -  11 91 GPS6                               000 18 14.0
 AK7074
 AK7074|---------------------------------------------------------------------|
 AK7074| PID    Reference Object                     Distance      Geod. Az  |
 AK7074|                                                           dddmmss.s |
 AK7074| AK7075 11 91 GPS6                          APPROX. 0.7 KM 3595936.3 |
 AK7074|---------------------------------------------------------------------|
 AK7074
 AK7074                          SUPERSEDED SURVEY CONTROL
 AK7074
 AK7074  NAD 83(1990)-  28 49 25.47301(N)    081 38 38.14213(W) AD(       ) 1
 AK7074  ELLIP H (09/25/92)   24.81   (m)                       GP(       ) 4 1
 AK7074  NGVD 29 (09/25/92)   52.6    (m)          173.     (f) GPS OBS        
 AK7074
 AK7074.Superseded values are not recommended for survey control.
 AK7074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7074.See file dsdata.txt to determine how the superseded data were derived.
 AK7074
 AK7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3717588628(NAD 83)
 AK7074_MARKER: DD = SURVEY DISK
 AK7074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7074_SP_SET: CONCRETE POST
 AK7074_STAMPING: 11 91 GPS 5
 AK7074_MARK LOGO: FLDT  
 AK7074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7074+STABILITY: SURFACE MOTION
 AK7074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7074+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 AK7074
 AK7074  HISTORY     - Date     Condition        Report By
 AK7074  HISTORY     - 1991     MONUMENTED       FLDT
 AK7074  HISTORY     - 19920928 GOOD             FLDT
 AK7074  HISTORY     - 19970217 GOOD             USPSQD
 AK7074
 AK7074                          STATION DESCRIPTION
 AK7074
 AK7074'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7074'THE STATION IS LOCATED ABOUT 1.60 KM (1.00 MI) NORTHERLY OF MT DORA,
 AK7074'FLORIDA.
 AK7074'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7074'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7074'INTERSECTION WITH COUNTY ROAD 44B AND THE STATION LOCATED IN THE
 AK7074'SOUTHWEST CORNER OF THE INTERSECTION.
 AK7074'THE STATION IS FLUSH WITH THE GROUND. LOCATED 2.07 M (6.8 FT)
 AK7074'NORTHEASTERLY OF A UNITED TELEPHONE BOX, 2.92 M (9.6 FT)
 AK7074'SOUTHEASTERLYOF A POWER POLE, 12.5 M (41.0 FT) WESTERLY OF THE
 AK7074'CENTERLINE OF       PAVEMENT FOR COUNTY ROAD 44B, 22.86 M (75.0 FT)
 AK7074'SOUTHERLY OF THE      CENTERLINE OF PAVEMENT FOR THE EAST BOUND LANES
 AK7074'OF US HIGHWAY 441.
 AK7074
 AK7074                          STATION RECOVERY (1992)
 AK7074
 AK7074'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7074'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHERLY OF MT DORA,
 AK7074'FLORIDA.
 AK7074'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND U.S.
 AK7074'441 GO EASTERLY 4.02 KM (2.50 MI) ALONG U.S. HIGHWAY 441 TO ITS
 AK7074'INTERSECTION WITH COUNTY ROAD 44B AND THE STATION LOCATED IN THE
 AK7074'SOUTHWEST CORNER OF THE INTERSECTION.
 AK7074'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 2.07 M (6.79 FT)
 AK7074'NORTHEASTERLY OF A UNITED TELEPHONE BOX, 2.92 M (9.58 FT)
 AK7074'SOUTHEASTERLY OF A POWER POLE, 12.5 M (41.0 FT) WESTERLY OF THE CENTER
 AK7074'OF PAVEMENT FOR COUNTY ROAD 44B, 22.86 M (75.00 FT) SOUTHERLY OF THE
 AK7074'CENTER OF PAVEMENT FOR THE EASTBOUND LANES OF U.S. HIGHWAY 441.
 AK7074
 AK7074                          STATION RECOVERY (1997)
 AK7074
 AK7074'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7078 ***********************************************************************
 AK7078  DESIGNATION -  11 91 GPS 9
 AK7078  PID         -  AK7078
 AK7078  STATE/COUNTY-  FL/LAKE
 AK7078  USGS QUAD   -  PINE LAKES (1988)
 AK7078
 AK7078                         *CURRENT SURVEY CONTROL
 AK7078  ___________________________________________________________________
 AK7078* NAD 83(1999)-  28 55 10.63399(N)    081 26 39.46291(W)     ADJUSTED  
 AK7078* NAVD 88     -        13.030  (meters)      42.75   (feet)  ADJUSTED  
 AK7078  ___________________________________________________________________
 AK7078  X           -     831,203.644 (meters)                     COMP
 AK7078  Y           -  -5,524,963.484 (meters)                     COMP
 AK7078  Z           -   3,066,099.153 (meters)                     COMP
 AK7078  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AK7078  ELLIP HEIGHT-         -14.79  (meters)          (06/19/01) GPS OBS
 AK7078  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AK7078  DYNAMIC HT  -          13.011 (meters)      42.69  (feet)  COMP
 AK7078  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 AK7078
 AK7078  HORZ ORDER  -  FIRST
 AK7078  VERT ORDER  -  SECOND    CLASS I
 AK7078  ELLP ORDER  -  FOURTH    CLASS I
 AK7078
 AK7078.The horizontal coordinates were established by GPS observations
 AK7078.and adjusted by the National Geodetic Survey in June 2001..
 AK7078
 AK7078.The orthometric height was determined by differential leveling
 AK7078.and adjusted by the National Geodetic Survey in August 2004..
 AK7078
 AK7078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7078
 AK7078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7078
 AK7078.The ellipsoidal height was determined by GPS observations
 AK7078.and is referenced to NAD 83.
 AK7078
 AK7078.The geoid height was determined by GEOID03.
 AK7078
 AK7078.The dynamic height is computed by dividing the NAVD 88
 AK7078.geopotential number by the normal gravity value computed on the
 AK7078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7078.degrees latitude (g = 980.6199 gals.).
 AK7078
 AK7078.The modeled gravity was interpolated from observed gravity values.
 AK7078
 AK7078;                    North         East     Units Scale Factor Converg.
 AK7078;SPC FL E     -   508,202.932   156,677.222   MT  0.99996433   -0 12 53.5
 AK7078;SPC FL E     - 1,667,329.12    514,031.85   sFT  0.99996433   -0 12 53.5
 AK7078;UTM  17      - 3,199,161.517   456,692.003   MT  0.99962314   -0 12 53.5
 AK7078
 AK7078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7078!SPC FL E     -   1.00000232  x   0.99996433  =   0.99996665
 AK7078!UTM  17      -   1.00000232  x   0.99962314  =   0.99962546
 AK7078
 AK7078:                Primary Azimuth Mark                     Grid Az
 AK7078:SPC FL E     -  11 91 GPS10                              023 16 18.5
 AK7078:UTM  17      -  11 91 GPS10                              023 16 18.5
 AK7078
 AK7078|---------------------------------------------------------------------|
 AK7078| PID    Reference Object                     Distance      Geod. Az  |
 AK7078|                                                           dddmmss.s |
 AK7078| AK7069 11 91 GPS10                         APPROX. 0.9 KM 0230325.0 |
 AK7078|---------------------------------------------------------------------|
 AK7078
 AK7078                          SUPERSEDED SURVEY CONTROL
 AK7078
 AK7078  NAD 83(1990)-  28 55 10.63425(N)    081 26 39.46215(W) AD(       ) 1
 AK7078  NAD 83(1990)-  28 55 10.63426(N)    081 26 39.46215(W) AD(       ) 1
 AK7078  ELLIP H (09/25/92)  -14.78   (m)                       GP(       ) 4 1
 AK7078  NGVD 29 (09/25/92)   13.4    (m)           44.     (f) GPS OBS        
 AK7078
 AK7078.Superseded values are not recommended for survey control.
 AK7078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7078.See file dsdata.txt to determine how the superseded data were derived.
 AK7078
 AK7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5669299162(NAD 83)
 AK7078_MARKER: DD = SURVEY DISK
 AK7078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK7078_SP_SET: HEADWALL
 AK7078_STAMPING: 11 91 GPS 9
 AK7078_MARK LOGO: FLDT  
 AK7078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7078+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2000
 AK7078
 AK7078  HISTORY     - Date     Condition        Report By
 AK7078  HISTORY     - 1991     MONUMENTED       FLDT
 AK7078  HISTORY     - 19931025 GOOD             KEISCH
 AK7078  HISTORY     - 20000603 GOOD             FLDEP
 AK7078
 AK7078                          STATION DESCRIPTION
 AK7078
 AK7078'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7078'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHWESTERLY OF
 AK7078'DELAND, FLORIDA, ALONG STATE ROAD 44.
 AK7078'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AK7078'STATEROAD 44, GO WESTERLY AND SOUTHWESTERLY 6.6 KM (4.10 MI) TO THE
 AK7078'INTERSECTION OF COUNTY ROAD 42, CONTINUE STRAIGHT AHEAD,
 AK7078'SOUTHWESTERLY,      10.86 KM (6.75 MI) TO THE STATION ON THE LEFT.
 AK7078'THE STATION IS FLUSH WITH THE GROUND. LOCATED 36.21 M (118.8 FT)
 AK7078'NORTHEASTERLY OF THE INTERSECTION OF STATE ROAD 44 AND ROYAL TRAILS,
 AK7078'19.93 M (65.4 FT) SOUTHWESTERLY OF A POWER POLE, 7.46 M (24.5 FT)
 AK7078'SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 44, 4.6 M
 AK7078'(15.1 FT) NORTHERLY OF THE CENTER OF A CONCRETE HEADWALL, AND 1.65 M
 AK7078'(5.4 FT) NORTHEASTERLY OF A METAL WITNESS  POST.
 AK7078
 AK7078                          STATION RECOVERY (1993)
 AK7078
 AK7078'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 (RS)
 AK7078'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF CROWS BLUFF
 AK7078'IN THE SOUTHEAST RIGHT-OF-WAY OF S.R. 44 IN SECTION 18, TOWNSHIP 18
 AK7078'SOUTH, RANGE 29 EAST, LAKE COUNTY, FLORIDA. TO REACH THE STATION FROM
 AK7078'THE INTERSECTION OF C.R. 42 AND S.R. 44 IN CROWS BLUFF, GO SOUTHWEST
 AK7078'ON S.R. 44 FOR 7.4 MI (11.9 KM) TO THE INTERSECTION WITH ROYAL TRAILS
 AK7078'RD AND THE STATION ON THE LEFT. THE STATION LIES 9.2 FT (2.8 M)
 AK7078'SOUTHEST OF THE SOUTHEAST EDGE OF PAVEMENT, 65 FT (19.8 M) SOUTHWEST
 AK7078'OF A WOOD POWER POLE, AND 14.7 FT (4.5 M) NORTHWEST OF A F.D.O.T.
 AK7078'WITNESS POST. THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION
 AK7078'SURVEY DISC, SET IN THE TOP OF A CONCRETE HEADWALL, STAMPED -11 91 GPS
 AK7078'9.- REFERENCES-- FOUND NAIL AND DISC, STAMPED -HEIDT LB 148-, SET IN
 AK7078'THE NORTHFACE OF A WOOD POWER POLE, MAGNETIC AZIMUTH OF 38 DEGREES AT
 AK7078'64.99 FT (19.81 M). KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE
 AK7078'OF PAVEMENT, MAGNETIC AZIMUTH OF 298 DEGREES AT 9.17 FT (2.80 M).
 AK7078'X-CUT, SET IN THE TOP OF A CONCRETE HEADWALL, MAGNETIC AZIMUTH OF 160
 AK7078'DEGREES AT 9.99 FT (3.04 M). FOUND F.D.O.T. WITNESS POST, MAGNETIC
 AK7078'AZIMUTH OF 116 DEGREES AT 14.7 FT (4.5 M).
 AK7078
 AK7078                          STATION RECOVERY (2000)
 AK7078
 AK7078'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7078'THE MARK IS ABOUT 15.7 MI (25.3 KM) EAST OF EUSTIS, 11.85 MI (19.07
 AK7078'KM) WEST OF DELAND, NEAR THE JUNCTION OF ROYAL TRAILS ROAD, IN SECTION
 AK7078'18, TOWNSHIP 18 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 AK7078'INTERSECTION OF 15A (SPRING GARDEN AVENUE) AND STATE ROAD 44 (NEW YORK
 AK7078'AVENUE) IN DELAND, GO WEST ON STATE ROAD 44 (NEW YORK AVENUE) FOR 4.2
 AK7078'MI (6.8 KM) TO THE JUNCTION OF COUNTY ROAD 42 ON THE RIGHT, CONTINUE
 AK7078'SOUTHWEST ON STATE ROAD 44 FOR 7.0 MI (11.3 KM) TO THE MARK ON THE
 AK7078'LEFT, SET IN THE TOP OF A CONCRETE HEADWALL 1.0 FT (0.3 M) BELOW THE
 AK7078'LEVEL OF THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD
 AK7078'44. LOCATED 173.0 FT (52.7 M) NORTH OF THE EXTENDED CENTERLINE OF
 AK7078'ROYAL TRAIL ROAD, 24.5 FT (7.5 M) EAST OF THE CENTERLINE OF STATE ROAD
 AK7078'44, 9.8 FT (3.0 M) NORTHWEST OF THE NORTH END OF A NEW HEADWALL AND
 AK7078'2.8 FT (0.9 M) WEST OF A WOODEN 2-INCH POST WITH A SJRWMD SIGN
 AK7078'ATTACHED AND A FLDOT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7068 ***********************************************************************
 AK7068  DESIGNATION -  11 91 GPS1
 AK7068  PID         -  AK7068
 AK7068  STATE/COUNTY-  FL/LAKE
 AK7068  USGS QUAD   -  EUSTIS (1980)
 AK7068
 AK7068                         *CURRENT SURVEY CONTROL
 AK7068  ___________________________________________________________________
 AK7068* NAD 83(1999)-  28 47 31.16558(N)    081 37 31.29309(W)     ADJUSTED  
 AK7068* NAVD 88     -        43.2    (meters)     142.     (feet)  VERTCON   
 AK7068  ___________________________________________________________________
 AK7068  X           -     814,737.917 (meters)                     COMP
 AK7068  Y           -  -5,534,343.013 (meters)                     COMP
 AK7068  Z           -   3,053,724.536 (meters)                     COMP
 AK7068  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AK7068  ELLIP HEIGHT-          15.65  (meters)          (07/06/01) GPS OBS
 AK7068  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AK7068
 AK7068  HORZ ORDER  -  FIRST
 AK7068  ELLP ORDER  -  FOURTH    CLASS II
 AK7068
 AK7068.The horizontal coordinates were established by GPS observations
 AK7068.and adjusted by the National Geodetic Survey in July 2001..
 AK7068
 AK7068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7068
 AK7068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7068
 AK7068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7068
 AK7068.The ellipsoidal height was determined by GPS observations
 AK7068.and is referenced to NAD 83.
 AK7068
 AK7068.The geoid height was determined by GEOID03.
 AK7068
 AK7068;                    North         East     Units Scale Factor Converg.
 AK7068;SPC FL E     -   494,137.333   138,947.027   MT  0.99998716   -0 18 04.3
 AK7068;SPC FL E     - 1,621,182.23    455,862.04   sFT  0.99998716   -0 18 04.3
 AK7068;UTM  17      - 3,185,100.717   438,967.858   MT  0.99964597   -0 18 04.3
 AK7068
 AK7068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7068!SPC FL E     -   0.99999754  x   0.99998716  =   0.99998470
 AK7068!UTM  17      -   0.99999754  x   0.99964597  =   0.99964351
 AK7068
 AK7068:                Primary Azimuth Mark                     Grid Az
 AK7068:SPC FL E     -  11 91 GPS2                               007 19 58.3
 AK7068:UTM  17      -  11 91 GPS2                               007 19 58.3
 AK7068
 AK7068|---------------------------------------------------------------------|
 AK7068| PID    Reference Object                     Distance      Geod. Az  |
 AK7068|                                                           dddmmss.s |
 AK7068| AK7071 11 91 GPS2                          APPROX. 0.5 KM 0070154.0 |
 AK7068|---------------------------------------------------------------------|
 AK7068
 AK7068                          SUPERSEDED SURVEY CONTROL
 AK7068
 AK7068  NAD 83(1990)-  28 47 31.16493(N)    081 37 31.29257(W) AD(       ) 1
 AK7068  ELLIP H (09/25/92)   15.67   (m)                       GP(       ) 4 1
 AK7068  NGVD 29 (09/25/92)   43.5    (m)          143.     (f) GPS OBS        
 AK7068
 AK7068.Superseded values are not recommended for survey control.
 AK7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7068.See file dsdata.txt to determine how the superseded data were derived.
 AK7068
 AK7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3896885101(NAD 83)
 AK7068_MARKER: DE = TRAVERSE STATION DISK
 AK7068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7068_SP_SET: CONCRETE POST
 AK7068_STAMPING: 11 91 GPS1
 AK7068_MARK LOGO: FLDT  
 AK7068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7068+STABILITY: SURFACE MOTION
 AK7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7068+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7068
 AK7068  HISTORY     - Date     Condition        Report By
 AK7068  HISTORY     - 1991     MONUMENTED       FLDT
 AK7068
 AK7068                          STATION DESCRIPTION
 AK7068
 AK7068'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7068'THE STATION IS LOCATED NEAR MT DORA, FLORIDA NEAR THE INTERSECTION OF
 AK7068'US HIGHWAY 441 AND STATE ROAD 46.
 AK7068'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 AND US
 AK7068'HIGHWAY 441 GO SOUTH 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 AK7068'THE STATION IS FLUSH WITH THE GROUND. LOCATED ON THE TOP OF A STEEP
 AK7068'SLOPE ON THE WEST SIDE OF THE ROAD, 29.8 M (97.8 FT) (SLOPE DISTANCE)
 AK7068'WESTERLY OF THE CENTERLINE OF PAVEMENT OF THE SOUTH BOUND LANES OF US
 AK7068'HIGHWAY 441, 38.19 M (125.3 FT) NORTHERLY OF THE CENTERLINE OF A
 AK7068'RAILROAD TRACK, AND 3.05 M (10.0 FT) EASTERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7069 ***********************************************************************
 AK7069  DESIGNATION -  11 91 GPS10
 AK7069  PID         -  AK7069
 AK7069  STATE/COUNTY-  FL/LAKE
 AK7069  USGS QUAD   -  PINE LAKES (1988)
 AK7069
 AK7069                         *CURRENT SURVEY CONTROL
 AK7069  ___________________________________________________________________
 AK7069* NAD 83(1999)-  28 55 36.36687(N)    081 26 27.01264(W)     ADJUSTED  
 AK7069* NAVD 88     -        14.943  (meters)      49.03   (feet)  ADJUSTED  
 AK7069  ___________________________________________________________________
 AK7069  X           -     831,480.351 (meters)                     COMP
 AK7069  Y           -  -5,524,536.037 (meters)                     COMP
 AK7069  Z           -   3,066,793.490 (meters)                     COMP
 AK7069  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AK7069  ELLIP HEIGHT-         -12.91  (meters)          (07/06/01) GPS OBS
 AK7069  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AK7069  DYNAMIC HT  -          14.922 (meters)      48.96  (feet)  COMP
 AK7069  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 AK7069
 AK7069  HORZ ORDER  -  FIRST
 AK7069  VERT ORDER  -  SECOND    CLASS I
 AK7069  ELLP ORDER  -  FOURTH    CLASS II
 AK7069
 AK7069.The horizontal coordinates were established by GPS observations
 AK7069.and adjusted by the National Geodetic Survey in July 2001..
 AK7069
 AK7069.The orthometric height was determined by differential leveling
 AK7069.and adjusted by the National Geodetic Survey in August 2004..
 AK7069
 AK7069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7069
 AK7069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7069
 AK7069.The ellipsoidal height was determined by GPS observations
 AK7069.and is referenced to NAD 83.
 AK7069
 AK7069.The geoid height was determined by GEOID03.
 AK7069
 AK7069.The dynamic height is computed by dividing the NAVD 88
 AK7069.geopotential number by the normal gravity value computed on the
 AK7069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7069.degrees latitude (g = 980.6199 gals.).
 AK7069
 AK7069.The modeled gravity was interpolated from observed gravity values.
 AK7069
 AK7069;                    North         East     Units Scale Factor Converg.
 AK7069;SPC FL E     -   508,993.886   157,017.399   MT  0.99996397   -0 12 47.6
 AK7069;SPC FL E     - 1,669,924.11    515,147.92   sFT  0.99996397   -0 12 47.6
 AK7069;UTM  17      - 3,199,952.201   457,032.065   MT  0.99962278   -0 12 47.6
 AK7069
 AK7069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7069!SPC FL E     -   1.00000203  x   0.99996397  =   0.99996600
 AK7069!UTM  17      -   1.00000203  x   0.99962278  =   0.99962481
 AK7069
 AK7069:                Primary Azimuth Mark                     Grid Az
 AK7069:SPC FL E     -  11 91 GPS 9                              203 16 18.6
 AK7069:UTM  17      -  11 91 GPS 9                              203 16 18.6
 AK7069
 AK7069|---------------------------------------------------------------------|
 AK7069| PID    Reference Object                     Distance      Geod. Az  |
 AK7069|                                                           dddmmss.s |
 AK7069| AK7078 11 91 GPS 9                         APPROX. 0.9 KM 2030331.0 |
 AK7069|---------------------------------------------------------------------|
 AK7069
 AK7069                          SUPERSEDED SURVEY CONTROL
 AK7069
 AK7069  NAD 83(1990)-  28 55 36.36713(N)    081 26 27.01188(W) AD(       ) 1
 AK7069  ELLIP H (09/25/92)  -12.90   (m)                       GP(       ) 4 1
 AK7069  NGVD 29 (09/25/92)   15.3    (m)           50.     (f) GPS OBS        
 AK7069
 AK7069.Superseded values are not recommended for survey control.
 AK7069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7069.See file dsdata.txt to determine how the superseded data were derived.
 AK7069
 AK7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5703299952(NAD 83)
 AK7069_MARKER: DE = TRAVERSE STATION DISK
 AK7069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7069_SP_SET: CONCRETE POST
 AK7069_STAMPING: 11 91 GPS10
 AK7069_MARK LOGO: FLDT  
 AK7069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7069+STABILITY: SURFACE MOTION
 AK7069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7069+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2000
 AK7069
 AK7069  HISTORY     - Date     Condition        Report By
 AK7069  HISTORY     - 1991     MONUMENTED       FLDT
 AK7069  HISTORY     - 19970217 GOOD             USPSQD
 AK7069  HISTORY     - 20000603 GOOD             FLDEP
 AK7069
 AK7069                          STATION DESCRIPTION
 AK7069
 AK7069'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7069'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTHWESTERLY OF
 AK7069'DELAND, FLORIDA, ALONG STATE ROAD 44.
 AK7069'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AK7069'STATEROAD 44, GO WESTERLY AND SOUTHWESTERLY 6.6 KM (4.10 MI) TO THE
 AK7069'INTERSECTION OF COUNTY ROAD 42, CONTINUE STRAIGHT AHEAD,
 AK7069'SOUTHWESTERLY,      10.06 KM (6.25 MI) TO THE STATION ON THE LEFT.
 AK7069'THE STATION IS FLUSH WITH THE GROUND. LOCATED 20.15 M (66.1 FT)
 AK7069'SOUTHEASTERLY OF A POWER POLE,  0.52 M (1.7 FT) NORTHWESTERLY OF A
 AK7069'HOGWIRE FENCE, 15.42 M (50.6 FT) SOUTHEASTERLY OF THE CENTERLINE OF
 AK7069'PAVEMENT FOR STATE ROAD 44, 47.55 M (156.0 FT) NORTHEASTERLY
 AK7069'OF THE CENTER OF A DIRT DRIVE, AND 0.46 M (1.5 FT) NORTHWESTERLY OF A
 AK7069'METAL WITNESS POST.
 AK7069
 AK7069                          STATION RECOVERY (1997)
 AK7069
 AK7069'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7069'RECOVERED IN GOOD CONDITION.
 AK7069
 AK7069                          STATION RECOVERY (2000)
 AK7069
 AK7069'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7069'THE MARK IS ABOUT 15.9 MI (25.6 KM) EAST OF EUSTIS, 11.65 MI (18.75
 AK7069'KM) WEST OF DELAND, IN SECTION 17, TOWNSHIP 18 SOUTH, RANGE 29 EAST.
 AK7069'TO REACH THE MARK FROM THE INTERSECTION OF 15A (SPRING GARDEN AVENUE)
 AK7069'AND STATE ROAD 44 (NEW YORK AVENUE) IN DELAND, GO WEST ON STATE ROAD
 AK7069'44 (NEW YORK AVENUE) FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF COUNTY
 AK7069'ROAD 42 ON THE RIGHT, CONTINUE SOUTHWEST ON STATE ROAD 44 FOR 6.5 MI
 AK7069'(10.5 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AK7069'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND
 AK7069'ABOUT LEVEL WITH STATE ROAD 44. LOCATED 399.0 FT (121.6 M) SOUTH OF
 AK7069'THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 31112, 156.0 FT (47.5 M)
 AK7069'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY, 66.0 FT
 AK7069'(20.1 M) SOUTHEAST OF A POWER POLE NUMBER 111588, 50.4 FT (15.4 M)
 AK7069'EAST OF THE CENTERLINE OF STATE ROAD 44 AND 1.7 FT (0.5 M) NORTHWEST
 AK7069'OF A METAL WITNESS POST IN THE HOG WIRE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7070 ***********************************************************************
 AK7070  DESIGNATION -  11 91 GPS11
 AK7070  PID         -  AK7070
 AK7070  STATE/COUNTY-  FL/LAKE
 AK7070  USGS QUAD   -  PINE LAKES (1988)
 AK7070
 AK7070                         *CURRENT SURVEY CONTROL
 AK7070  ___________________________________________________________________
 AK7070* NAD 83(1999)-  28 59 31.55884(N)    081 23 47.17166(W)     ADJUSTED  
 AK7070* NAVD 88     -         6.379  (meters)      20.93   (feet)  ADJUSTED  
 AK7070  ___________________________________________________________________
 AK7070  X           -     835,235.607 (meters)                     COMP
 AK7070  Y           -  -5,520,415.946 (meters)                     COMP
 AK7070  Z           -   3,073,124.837 (meters)                     COMP
 AK7070  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AK7070  ELLIP HEIGHT-         -21.63  (meters)          (07/06/01) GPS OBS
 AK7070  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK7070  DYNAMIC HT  -           6.370 (meters)      20.90  (feet)  COMP
 AK7070  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 AK7070
 AK7070  HORZ ORDER  -  FIRST
 AK7070  VERT ORDER  -  SECOND    CLASS I
 AK7070  ELLP ORDER  -  FOURTH    CLASS II
 AK7070
 AK7070.The horizontal coordinates were established by GPS observations
 AK7070.and adjusted by the National Geodetic Survey in July 2001..
 AK7070
 AK7070.The orthometric height was determined by differential leveling
 AK7070.and adjusted by the National Geodetic Survey in August 2004..
 AK7070
 AK7070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7070
 AK7070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7070
 AK7070.The ellipsoidal height was determined by GPS observations
 AK7070.and is referenced to NAD 83.
 AK7070
 AK7070.The geoid height was determined by GEOID03.
 AK7070
 AK7070.The dynamic height is computed by dividing the NAVD 88
 AK7070.geopotential number by the normal gravity value computed on the
 AK7070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7070.degrees latitude (g = 980.6199 gals.).
 AK7070
 AK7070.The modeled gravity was interpolated from observed gravity values.
 AK7070
 AK7070;                    North         East     Units Scale Factor Converg.
 AK7070;SPC FL E     -   516,219.231   161,370.824   MT  0.99995958   -0 11 31.7
 AK7070;SPC FL E     - 1,693,629.26    529,430.78   sFT  0.99995958   -0 11 31.7
 AK7070;UTM  17      - 3,207,175.081   461,384.004   MT  0.99961840   -0 11 31.7
 AK7070
 AK7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7070!SPC FL E     -   1.00000340  x   0.99995958  =   0.99996298
 AK7070!UTM  17      -   1.00000340  x   0.99961840  =   0.99962180
 AK7070
 AK7070                          SUPERSEDED SURVEY CONTROL
 AK7070
 AK7070  NAD 83(1990)-  28 59 31.55814(N)    081 23 47.17096(W) AD(       ) 1
 AK7070  ELLIP H (09/25/92)  -21.56   (m)                       GP(       ) 4 1
 AK7070  NGVD 29 (09/25/92)    6.7    (m)           22.     (f) GPS OBS        
 AK7070
 AK7070.Superseded values are not recommended for survey control.
 AK7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7070.See file dsdata.txt to determine how the superseded data were derived.
 AK7070
 AK7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6138407175(NAD 83)
 AK7070_MARKER: DE = TRAVERSE STATION DISK
 AK7070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7070_SP_SET: CONCRETE POST
 AK7070_STAMPING: 11 91 GPS11
 AK7070_MARK LOGO: FLDT  
 AK7070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7070+STABILITY: SURFACE MOTION
 AK7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7070+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2000
 AK7070
 AK7070  HISTORY     - Date     Condition        Report By
 AK7070  HISTORY     - 1991     MONUMENTED       FLDT
 AK7070  HISTORY     - 20000603 GOOD             FLDEP
 AK7070
 AK7070                          STATION DESCRIPTION
 AK7070
 AK7070'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7070'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWESTERLY OF
 AK7070'DELAND,FLORIDA, ALONG STATE ROAD 44.
 AK7070'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AK7070'STATEROAD 44, GO WESTERLY AND SOUTHWESTERLY 6.6 KM (4.10 MI) TO THE
 AK7070'INTERSECTION OF COUNTY ROAD 42, CONTINUE STRAIGHT AHEAD,
 AK7070'SOUTHWESTERLY, 1.77 KM (1.10 MI) TO THE STATION ON THE LEFT.
 AK7070'THE STATION IS FLUSH WITH THE GROUND. LOCATED 55.9 M (183.4 FT)
 AK7070'SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT OF CUMNER ROAD, 0.54 M
 AK7070'(1.8 FT) NORTHWESTERLY OF A BARBED WIRE FENCE, 13.84 M (45.4 FT)
 AK7070'SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 44, AND
 AK7070'0.46 M (1.5 FT) NORTHWESTERLY OF A METAL WITNESS POST.
 AK7070
 AK7070                          STATION RECOVERY (2000)
 AK7070
 AK7070'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7070'THE MARK IS ABOUT 20.9 MI (33.6 KM) EAST OF EUSTIS, 6.1 MI (9.8 KM)
 AK7070'WEST OF DELAND, NEAR THE JUNCTION OF STATE ROAD 44 AND CUMMER ROAD, IN
 AK7070'SECTION 22, TOWNSHIP 17 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM
 AK7070'THE INTERSECTION OF 15A (SPRING GARDEN AVENUE) AND STATE ROAD 44 (NEW
 AK7070'YORK AVENUE) IN DELAND, GO WEST ON STATE ROAD 44 (NEW YORK AVENUE) FOR
 AK7070'4.2 MI (6.8 KM) TO THE JUNCTION OF COUNTY ROAD 42 ON THE RIGHT,
 AK7070'CONTINUE SOUTHWEST ON STATE ROAD 44 FOR 1.15 MI (1.85 KM) TO THE MARK
 AK7070'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AK7070'THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 44.
 AK7070'LOCATED 183.4 FT (55.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 AK7070'CUMMER ROAD, 170.0 FT (51.8 M) NORTHEAST OF POWER POLE NUMBER 4818
 AK7070'(103458), 160.0 FT (48.8 M) NORTHEAST OF THE EXTENDED CENTERLINE OF
 AK7070'FOREST DRIVE, 45.4 FT (13.8 M) SOUTHEAST OF THE CENTERLINE OF STATE
 AK7070'ROAD 44 AND 1.5 FT (0.5 M) NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7071 ***********************************************************************
 AK7071  DESIGNATION -  11 91 GPS2
 AK7071  PID         -  AK7071
 AK7071  STATE/COUNTY-  FL/LAKE
 AK7071  USGS QUAD   -  SORRENTO (1980)
 AK7071
 AK7071                         *CURRENT SURVEY CONTROL
 AK7071  ___________________________________________________________________
 AK7071* NAD 83(1999)-  28 47 47.95236(N)    081 37 28.94249(W)     ADJUSTED  
 AK7071* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 AK7071  ___________________________________________________________________
 AK7071  X           -     814,764.959 (meters)                     COMP
 AK7071  Y           -  -5,534,089.020 (meters)                     COMP
 AK7071  Z           -   3,054,178.319 (meters)                     COMP
 AK7071  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AK7071  ELLIP HEIGHT-          17.46  (meters)          (07/06/01) GPS OBS
 AK7071  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AK7071
 AK7071  HORZ ORDER  -  FIRST
 AK7071  ELLP ORDER  -  FOURTH    CLASS II
 AK7071
 AK7071.The horizontal coordinates were established by GPS observations
 AK7071.and adjusted by the National Geodetic Survey in July 2001..
 AK7071
 AK7071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7071
 AK7071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7071
 AK7071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7071
 AK7071.The ellipsoidal height was determined by GPS observations
 AK7071.and is referenced to NAD 83.
 AK7071
 AK7071.The geoid height was determined by GEOID03.
 AK7071
 AK7071;                    North         East     Units Scale Factor Converg.
 AK7071;SPC FL E     -   494,653.795   139,013.488   MT  0.99998706   -0 18 03.4
 AK7071;SPC FL E     - 1,622,876.66    456,080.09   sFT  0.99998706   -0 18 03.4
 AK7071;UTM  17      - 3,185,617.002   439,034.297   MT  0.99964587   -0 18 03.4
 AK7071
 AK7071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7071!SPC FL E     -   0.99999726  x   0.99998706  =   0.99998432
 AK7071!UTM  17      -   0.99999726  x   0.99964587  =   0.99964313
 AK7071
 AK7071:                Primary Azimuth Mark                     Grid Az
 AK7071:SPC FL E     -  11 91 GPS1                               187 19 58.5
 AK7071:UTM  17      -  11 91 GPS1                               187 19 58.5
 AK7071
 AK7071|---------------------------------------------------------------------|
 AK7071| PID    Reference Object                     Distance      Geod. Az  |
 AK7071|                                                           dddmmss.s |
 AK7071| AK7068 11 91 GPS1                          APPROX. 0.5 KM 1870155.1 |
 AK7071|---------------------------------------------------------------------|
 AK7071
 AK7071                          SUPERSEDED SURVEY CONTROL
 AK7071
 AK7071  NAD 83(1990)-  28 47 47.95171(N)    081 37 28.94197(W) AD(       ) 1
 AK7071  ELLIP H (09/25/92)   17.48   (m)                       GP(       ) 4 1
 AK7071  NGVD 29 (09/25/92)   45.3    (m)          149.     (f) GPS OBS        
 AK7071
 AK7071.Superseded values are not recommended for survey control.
 AK7071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7071.See file dsdata.txt to determine how the superseded data were derived.
 AK7071
 AK7071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3903485617(NAD 83)
 AK7071_MARKER: DE = TRAVERSE STATION DISK
 AK7071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7071_SP_SET: CONCRETE POST
 AK7071_STAMPING: 11 91 GPS2
 AK7071_MARK LOGO: FLDT  
 AK7071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7071+STABILITY: SURFACE MOTION
 AK7071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7071+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7071
 AK7071  HISTORY     - Date     Condition        Report By
 AK7071  HISTORY     - 1991     MONUMENTED       FLDT
 AK7071  HISTORY     - 19970217 GOOD             USPSQD
 AK7071
 AK7071                          STATION DESCRIPTION
 AK7071
 AK7071'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7071'THE STATION IS LOCATED NEAR MT DORA, FLORIDA NEAR THE INTERSECTION OF
 AK7071'US HIGHWAY 441 AND STATE ROAD 46.
 AK7071'THE STATION IS LOCATED AT THE SOUTHEAST INTERSECTION OF STATE ROAD 46
 AK7071'AND US HIGHWAY 441 IN THE ISLAND FORMED BY THE US HIGHWAY 441 NORTH
 AK7071'BOUND OFF RAMP AT STATE ROAD 46.
 AK7071'THE STATION IS FLUSH WITH THE GROUND. LOCATED 28.5 M (93.5 FT)
 AK7071'SOUTHEASTERLY OF THE SOUTHEAST BRIDGE ABUTTMENT FOR NORTHBOUND US
 AK7071'HIGHWAY 441, 43.73 M (143.5 FT) NORTHEASTERLY OF THE SOUTH END OF A
 AK7071'GUARD RAIL, AND 1.43 M (4.7 FT) SOUTHERLY OF A METAL WITNESS POST.
 AK7071
 AK7071                          STATION RECOVERY (1997)
 AK7071
 AK7071'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7072 ***********************************************************************
 AK7072  DESIGNATION -  11 91 GPS3
 AK7072  PID         -  AK7072
 AK7072  STATE/COUNTY-  FL/LAKE
 AK7072  USGS QUAD   -  SORRENTO (1980)
 AK7072
 AK7072                         *CURRENT SURVEY CONTROL
 AK7072  ___________________________________________________________________
 AK7072* NAD 83(1999)-  28 48 43.82346(N)    081 31 36.02481(W)     ADJUSTED  
 AK7072* NAVD 88     -        20.8    (meters)      68.     (feet)  VERTCON   
 AK7072  ___________________________________________________________________
 AK7072  X           -     824,107.296 (meters)                     COMP
 AK7072  Y           -  -5,531,846.088 (meters)                     COMP
 AK7072  Z           -   3,055,673.887 (meters)                     COMP
 AK7072  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AK7072  ELLIP HEIGHT-          -6.82  (meters)          (07/06/01) GPS OBS
 AK7072  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AK7072
 AK7072  HORZ ORDER  -  FIRST
 AK7072  ELLP ORDER  -  FOURTH    CLASS II
 AK7072
 AK7072.The horizontal coordinates were established by GPS observations
 AK7072.and adjusted by the National Geodetic Survey in July 2001..
 AK7072
 AK7072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7072
 AK7072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7072
 AK7072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7072
 AK7072.The ellipsoidal height was determined by GPS observations
 AK7072.and is referenced to NAD 83.
 AK7072
 AK7072.The geoid height was determined by GEOID03.
 AK7072
 AK7072;                    North         East     Units Scale Factor Converg.
 AK7072;SPC FL E     -   496,327.503   148,591.639   MT  0.99997378   -0 15 13.8
 AK7072;SPC FL E     - 1,628,367.82    487,504.40   sFT  0.99997378   -0 15 13.8
 AK7072;UTM  17      - 3,187,290.140   448,609.179   MT  0.99963259   -0 15 13.8
 AK7072
 AK7072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7072!SPC FL E     -   1.00000107  x   0.99997378  =   0.99997485
 AK7072!UTM  17      -   1.00000107  x   0.99963259  =   0.99963366
 AK7072
 AK7072:                Primary Azimuth Mark                     Grid Az
 AK7072:SPC FL E     -  11 91 GPS4                               082 28 54.1
 AK7072:UTM  17      -  11 91 GPS4                               082 28 54.1
 AK7072
 AK7072|---------------------------------------------------------------------|
 AK7072| PID    Reference Object                     Distance      Geod. Az  |
 AK7072|                                                           dddmmss.s |
 AK7072| AK7073 11 91 GPS4                          APPROX. 0.5 KM 0821340.3 |
 AK7072|---------------------------------------------------------------------|
 AK7072
 AK7072                          SUPERSEDED SURVEY CONTROL
 AK7072
 AK7072  NAD 83(1990)-  28 48 43.82323(N)    081 31 36.02427(W) AD(       ) 1
 AK7072  ELLIP H (09/25/92)   -6.81   (m)                       GP(       ) 4 1
 AK7072  NGVD 29 (09/25/92)   21.1    (m)           69.     (f) GPS OBS        
 AK7072
 AK7072.Superseded values are not recommended for survey control.
 AK7072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7072.See file dsdata.txt to determine how the superseded data were derived.
 AK7072
 AK7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4860987290(NAD 83)
 AK7072_MARKER: DE = TRAVERSE STATION DISK
 AK7072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7072_SP_SET: CONCRETE POST
 AK7072_STAMPING: 11 91 GPS3
 AK7072_MARK LOGO: FLDT  
 AK7072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7072+STABILITY: SURFACE MOTION
 AK7072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7072+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7072
 AK7072  HISTORY     - Date     Condition        Report By
 AK7072  HISTORY     - 1991     MONUMENTED       FLDT
 AK7072  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 AK7072
 AK7072                          STATION DESCRIPTION
 AK7072
 AK7072'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7072'THE STATION IS LOCATED NEAR MT DORA, FLORIDA ABOUT 9.65 KM (6.00 MI)
 AK7072'EASTERLY OF THE INTERSECTION OF US HIGHWAY 441 AND STATE ROAD 46.
 AK7072'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 GO
 AK7072'EASTERLY 9.1 KM (5.65 MI) TO THE INTERSECTION OF STATE ROAD 46 AND
 AK7072'COUNTY ROAD 435, CONTINUE STRAIGHT AHEAD (EASTERLY) 0.76 KM (0.45 MI)
 AK7072'TO THE STATION ON THE LEFT.
 AK7072'THE STATION IS FLUSH WITH THE GROUND. LOCATED 28.54 M (93.6 FT)
 AK7072'NORTHWESTERLY OF A POWER POLE NO. R18DD471, 14.32 M (47.0 FT)
 AK7072'NORTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 46, AND 0.91 M
 AK7072'(3.0 FT) SOUTHERLY OF A METAL WITNESS POST.
 AK7072
 AK7072                          STATION RECOVERY (1997)
 AK7072
 AK7072'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7073 ***********************************************************************
 AK7073  DESIGNATION -  11 91 GPS4
 AK7073  PID         -  AK7073
 AK7073  STATE/COUNTY-  FL/LAKE
 AK7073  USGS QUAD   -  SORRENTO (1980)
 AK7073
 AK7073                         *CURRENT SURVEY CONTROL
 AK7073  ___________________________________________________________________
 AK7073* NAD 83(1999)-  28 48 46.04532(N)    081 31 17.53856(W)     ADJUSTED  
 AK7073* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 AK7073  ___________________________________________________________________
 AK7073  X           -     824,598.007 (meters)                     COMP
 AK7073  Y           -  -5,531,738.187 (meters)                     COMP
 AK7073  Z           -   3,055,733.037 (meters)                     COMP
 AK7073  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AK7073  ELLIP HEIGHT-          -8.45  (meters)          (07/06/01) GPS OBS
 AK7073  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AK7073
 AK7073  HORZ ORDER  -  FIRST
 AK7073  ELLP ORDER  -  FOURTH    CLASS II
 AK7073
 AK7073.The horizontal coordinates were established by GPS observations
 AK7073.and adjusted by the National Geodetic Survey in July 2001..
 AK7073
 AK7073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7073
 AK7073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7073
 AK7073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7073
 AK7073.The ellipsoidal height was determined by GPS observations
 AK7073.and is referenced to NAD 83.
 AK7073
 AK7073.The geoid height was determined by GEOID03.
 AK7073
 AK7073;                    North         East     Units Scale Factor Converg.
 AK7073;SPC FL E     -   496,393.695   149,093.178   MT  0.99997315   -0 15 04.9
 AK7073;SPC FL E     - 1,628,584.98    489,149.87   sFT  0.99997315   -0 15 04.9
 AK7073;UTM  17      - 3,187,356.309   449,110.547   MT  0.99963196   -0 15 04.9
 AK7073
 AK7073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7073!SPC FL E     -   1.00000133  x   0.99997315  =   0.99997448
 AK7073!UTM  17      -   1.00000133  x   0.99963196  =   0.99963329
 AK7073
 AK7073:                Primary Azimuth Mark                     Grid Az
 AK7073:SPC FL E     -  11 91 GPS3                               262 28 54.1
 AK7073:UTM  17      -  11 91 GPS3                               262 28 54.1
 AK7073
 AK7073|---------------------------------------------------------------------|
 AK7073| PID    Reference Object                     Distance      Geod. Az  |
 AK7073|                                                           dddmmss.s |
 AK7073| AK7072 11 91 GPS3                          APPROX. 0.5 KM 2621349.2 |
 AK7073|---------------------------------------------------------------------|
 AK7073
 AK7073                          SUPERSEDED SURVEY CONTROL
 AK7073
 AK7073  NAD 83(1990)-  28 48 46.04510(N)    081 31 17.53802(W) AD(       ) 1
 AK7073  ELLIP H (09/25/92)   -8.44   (m)                       GP(       ) 4 1
 AK7073  NGVD 29 (09/25/92)   19.5    (m)           64.     (f) GPS OBS        
 AK7073
 AK7073.Superseded values are not recommended for survey control.
 AK7073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7073.See file dsdata.txt to determine how the superseded data were derived.
 AK7073
 AK7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4911187356(NAD 83)
 AK7073_MARKER: DE = TRAVERSE STATION DISK
 AK7073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7073_SP_SET: CONCRETE POST
 AK7073_STAMPING: 11 91 GPS4
 AK7073_MARK LOGO: FLDT  
 AK7073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7073+STABILITY: SURFACE MOTION
 AK7073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7073+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7073
 AK7073  HISTORY     - Date     Condition        Report By
 AK7073  HISTORY     - 1991     MONUMENTED       FLDT
 AK7073  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 AK7073
 AK7073                          STATION DESCRIPTION
 AK7073
 AK7073'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7073'THE STATION IS LOCATED NEAR MT DORA, FLORIDA ABOUT 10.0 KM (6.20 MI)
 AK7073'EASTERLY OF THE INTERSECTION OF US HIGHWAY 441 AND STATE ROAD 46.
 AK7073'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 GO
 AK7073'EASTERLY 9.1 KM (5.65 MI) TO THE INTERSECTION OF STATE ROAD 46 AND
 AK7073'COUNTY ROAD 435, CONTINUE STRAIGHT AHEAD (EASTERLY) 1.27 KM (0.80 MI)
 AK7073'TO THE STATION ON THE LEFT.
 AK7073'THE STATION IS FLUSH WITH THE GROUND. LOCATED 8.29 M (27.2 FT)
 AK7073'NORTHWESTERLY OF A POWER POLE NO. R18DD474, 8.99 M (29.5 FT)
 AK7073'NORTHERLYOF THE CENTERLINE OF PAVEMENT OF STATE ROAD 46, AND 11.73 M
 AK7073'(38.5 FT) SOUTHERLY OF A METAL WITNESS POST.
 AK7073
 AK7073                          STATION RECOVERY (1997)
 AK7073
 AK7073'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7075 ***********************************************************************
 AK7075  DESIGNATION -  11 91 GPS6
 AK7075  PID         -  AK7075
 AK7075  STATE/COUNTY-  FL/LAKE
 AK7075  USGS QUAD   -  EUSTIS (1980)
 AK7075
 AK7075                         *CURRENT SURVEY CONTROL
 AK7075  ___________________________________________________________________
 AK7075* NAD 83(1999)-  28 49 49.01732(N)    081 38 38.14573(W)     ADJUSTED  
 AK7075* NAVD 88     -        52.6    (meters)     173.     (feet)  VERTCON   
 AK7075  ___________________________________________________________________
 AK7075  X           -     812,648.101 (meters)                     COMP
 AK7075  Y           -  -5,532,591.365 (meters)                     COMP
 AK7075  Z           -   3,057,447.754 (meters)                     COMP
 AK7075  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AK7075  ELLIP HEIGHT-          25.07  (meters)          (07/06/01) GPS OBS
 AK7075  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AK7075
 AK7075  HORZ ORDER  -  FIRST
 AK7075  ELLP ORDER  -  FOURTH    CLASS II
 AK7075
 AK7075.The horizontal coordinates were established by GPS observations
 AK7075.and adjusted by the National Geodetic Survey in July 2001..
 AK7075
 AK7075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7075
 AK7075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7075
 AK7075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7075
 AK7075.The ellipsoidal height was determined by GPS observations
 AK7075.and is referenced to NAD 83.
 AK7075
 AK7075.The geoid height was determined by GEOID03.
 AK7075
 AK7075;                    North         East     Units Scale Factor Converg.
 AK7075;SPC FL E     -   498,390.921   137,156.992   MT  0.99998989   -0 18 37.9
 AK7075;SPC FL E     - 1,635,137.55    449,989.23   sFT  0.99998989   -0 18 37.9
 AK7075;UTM  17      - 3,189,352.853   437,178.434   MT  0.99964870   -0 18 37.9
 AK7075
 AK7075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7075!SPC FL E     -   0.99999606  x   0.99998989  =   0.99998595
 AK7075!UTM  17      -   0.99999606  x   0.99964870  =   0.99964476
 AK7075
 AK7075:                Primary Azimuth Mark                     Grid Az
 AK7075:SPC FL E     -  11 91 GPS 5                              180 18 14.2
 AK7075:UTM  17      -  11 91 GPS 5                              180 18 14.2
 AK7075
 AK7075|---------------------------------------------------------------------|
 AK7075| PID    Reference Object                     Distance      Geod. Az  |
 AK7075|                                                           dddmmss.s |
 AK7075| AK7074 11 91 GPS 5                         APPROX. 0.7 KM 1795936.3 |
 AK7075|---------------------------------------------------------------------|
 AK7075
 AK7075                          SUPERSEDED SURVEY CONTROL
 AK7075
 AK7075  NAD 83(1990)-  28 49 49.01670(N)    081 38 38.14520(W) AD(       ) 1
 AK7075  ELLIP H (09/25/92)   25.08   (m)                       GP(       ) 4 1
 AK7075  NGVD 29 (09/25/92)   52.9    (m)          174.     (f) GPS OBS        
 AK7075
 AK7075.Superseded values are not recommended for survey control.
 AK7075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7075.See file dsdata.txt to determine how the superseded data were derived.
 AK7075
 AK7075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3717889353(NAD 83)
 AK7075_MARKER: DE = TRAVERSE STATION DISK
 AK7075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7075_SP_SET: CONCRETE POST
 AK7075_STAMPING: 11 91 GPS6
 AK7075_MARK LOGO: FLDT  
 AK7075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7075+STABILITY: SURFACE MOTION
 AK7075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7075+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7075
 AK7075  HISTORY     - Date     Condition        Report By
 AK7075  HISTORY     - 1991     MONUMENTED       FLDT
 AK7075  HISTORY     - 19970217 GOOD             USPSQD
 AK7075
 AK7075                          STATION DESCRIPTION
 AK7075
 AK7075'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7075'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHERLY OF MT DORA,
 AK7075'FLORIDA, ALONG COUNTY ROAD 44B.
 AK7075'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7075'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7075'INTERSECTION WITH COUNTY ROAD 44B, TURN LEFT AND GO NORTH 0.72 KM
 AK7075'(0.45 MI) ALONG COUNTY ROAD 44B TO THE STATION ON THE LEFT.
 AK7075'THE STATION IS FLUSH WITH THE GROUND. LOCATED 10.05 M (33.0 FT)
 AK7075'NORTHWESTERLY OF A WOOD POLE FOR UNDERGROUND TELEPHONE, 5.49 M
 AK7075'(18.0 FT) SOUTHWESTERLY OF A POWER POLE, 15.88 M (52.1 FT) WESTERLY
 AK7075'OFTHE CENTERLINE OF PAVEMENT FOR COUNTY ROAD 44B, AND 4.02 M
 AK7075'(13.2 FT)  SOUTHERLY OF A METAL WITNESS POST.
 AK7075
 AK7075                          STATION RECOVERY (1997)
 AK7075
 AK7075'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7076 ***********************************************************************
 AK7076  DESIGNATION -  11 91 GPS7
 AK7076  PID         -  AK7076
 AK7076  STATE/COUNTY-  FL/LAKE
 AK7076  USGS QUAD   -  SORRENTO (1980)
 AK7076
 AK7076                         *CURRENT SURVEY CONTROL
 AK7076  ___________________________________________________________________
 AK7076* NAD 83(1999)-  28 51 03.97311(N)    081 33 39.45578(W)     ADJUSTED  
 AK7076* NAVD 88     -        37.618  (meters)     123.42   (feet)  ADJUSTED  
 AK7076  ___________________________________________________________________
 AK7076  X           -     820,493.628 (meters)                     COMP
 AK7076  Y           -  -5,530,294.573 (meters)                     COMP
 AK7076  Z           -   3,059,461.901 (meters)                     COMP
 AK7076  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AK7076  ELLIP HEIGHT-           9.96  (meters)          (07/06/01) GPS OBS
 AK7076  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AK7076  DYNAMIC HT  -          37.565 (meters)     123.24  (feet)  COMP
 AK7076  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 AK7076
 AK7076  HORZ ORDER  -  FIRST
 AK7076  VERT ORDER  -  SECOND    CLASS I
 AK7076  ELLP ORDER  -  FOURTH    CLASS II
 AK7076
 AK7076.The horizontal coordinates were established by GPS observations
 AK7076.and adjusted by the National Geodetic Survey in July 2001..
 AK7076
 AK7076.The orthometric height was determined by differential leveling
 AK7076.and adjusted by the National Geodetic Survey in April 2001..
 AK7076
 AK7076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7076
 AK7076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7076
 AK7076.The ellipsoidal height was determined by GPS observations
 AK7076.and is referenced to NAD 83.
 AK7076
 AK7076.The geoid height was determined by GEOID03.
 AK7076
 AK7076.The dynamic height is computed by dividing the NAVD 88
 AK7076.geopotential number by the normal gravity value computed on the
 AK7076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7076.degrees latitude (g = 980.6199 gals.).
 AK7076
 AK7076.The modeled gravity was interpolated from observed gravity values.
 AK7076
 AK7076;                    North         East     Units Scale Factor Converg.
 AK7076;SPC FL E     -   500,657.449   145,265.277   MT  0.99997813   -0 16 14.5
 AK7076;SPC FL E     - 1,642,573.65    476,591.16   sFT  0.99997813   -0 16 14.5
 AK7076;UTM  17      - 3,191,618.609   445,283.952   MT  0.99963694   -0 16 14.5
 AK7076
 AK7076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7076!SPC FL E     -   0.99999844  x   0.99997813  =   0.99997657
 AK7076!UTM  17      -   0.99999844  x   0.99963694  =   0.99963538
 AK7076
 AK7076                          SUPERSEDED SURVEY CONTROL
 AK7076
 AK7076  NAD 83(1990)-  28 51 03.97270(N)    081 33 39.45526(W) AD(       ) 1
 AK7076  ELLIP H (09/25/92)    9.98   (m)                       GP(       ) 4 1
 AK7076  NGVD 29 (09/25/92)   38.0    (m)          125.     (f) GPS OBS        
 AK7076
 AK7076.Superseded values are not recommended for survey control.
 AK7076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7076.See file dsdata.txt to determine how the superseded data were derived.
 AK7076
 AK7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4528491619(NAD 83)
 AK7076_MARKER: DE = TRAVERSE STATION DISK
 AK7076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7076_SP_SET: CONCRETE POST
 AK7076_STAMPING: 11 91 GPS7
 AK7076_MARK LOGO: FLDT  
 AK7076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7076+STABILITY: SURFACE MOTION
 AK7076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7076+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1997
 AK7076
 AK7076  HISTORY     - Date     Condition        Report By
 AK7076  HISTORY     - 1991     MONUMENTED       FLDT
 AK7076  HISTORY     - 19970217 GOOD             USPSQD
 AK7076  HISTORY     - 19971124 GOOD             FLDEP
 AK7076
 AK7076                          STATION DESCRIPTION
 AK7076
 AK7076'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7076'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) EASTERLY OF EUSTIS,
 AK7076'FLORIDA, ALONG STATE ROAD 44.
 AK7076'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7076'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7076'INTERSECTION WITH COUNTY ROAD 44B, TURN LEFT AND GO NORTHERLY 3.38 KM
 AK7076'(2.10 MI) TO THE INTERSECTION OF COUNTY ROAD 44B AND STATE ROAD 44,
 AK7076'TURN RIGHT AND GO EASTERLY 6.84 KM (4.25 MI) TO THE STATION ON THE
 AK7076'RIGHT AT THE TOP OF A HILL.
 AK7076'THE STATION IS FLUSH WITH THE GROUND. LOCATED 36.55 M (119.9 FT)
 AK7076'SOUTHEASTERLY OF A POWER POLE, 15.42 M (50.6 FT) SOUTHERLY OF THE
 AK7076'CENTERLINE OF PAVEMENT FOR STATE ROAD 44, AND 0.91 M (3.0 FT)
 AK7076'NORTHERLY OF A METAL WITNESS POST.
 AK7076
 AK7076                          STATION RECOVERY (1997)
 AK7076
 AK7076'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7076'RECOVERED IN GOOD CONDITION.
 AK7076
 AK7076                          STATION RECOVERY (1997)
 AK7076
 AK7076'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AK7076'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7077 ***********************************************************************
 AK7077  DESIGNATION -  11 91 GPS8
 AK7077  PID         -  AK7077
 AK7077  STATE/COUNTY-  FL/LAKE
 AK7077  USGS QUAD   -  SANFORD SW (1970)
 AK7077
 AK7077                         *CURRENT SURVEY CONTROL
 AK7077  ___________________________________________________________________
 AK7077* NAD 83(1999)-  28 52 21.73680(N)    081 29 32.16013(W)     ADJUSTED  
 AK7077* NAVD 88     -        14.704  (meters)      48.24   (feet)  ADJUSTED  
 AK7077  ___________________________________________________________________
 AK7077  X           -     826,949.487 (meters)                     COMP
 AK7077  Y           -  -5,528,144.053 (meters)                     COMP
 AK7077  Z           -   3,061,547.537 (meters)                     COMP
 AK7077  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AK7077  ELLIP HEIGHT-         -13.03  (meters)          (07/06/01) GPS OBS
 AK7077  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AK7077  DYNAMIC HT  -          14.683 (meters)      48.17  (feet)  COMP
 AK7077  MODELED GRAV-     979,239.6   (mgal)                       NAVD 88
 AK7077
 AK7077  HORZ ORDER  -  FIRST
 AK7077  VERT ORDER  -  SECOND    CLASS I
 AK7077  ELLP ORDER  -  FOURTH    CLASS II
 AK7077
 AK7077.The horizontal coordinates were established by GPS observations
 AK7077.and adjusted by the National Geodetic Survey in July 2001..
 AK7077
 AK7077.The orthometric height was determined by differential leveling
 AK7077.and adjusted by the National Geodetic Survey in August 2004..
 AK7077
 AK7077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7077
 AK7077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7077
 AK7077.The ellipsoidal height was determined by GPS observations
 AK7077.and is referenced to NAD 83.
 AK7077
 AK7077.The geoid height was determined by GEOID03.
 AK7077
 AK7077.The dynamic height is computed by dividing the NAVD 88
 AK7077.geopotential number by the normal gravity value computed on the
 AK7077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7077.degrees latitude (g = 980.6199 gals.).
 AK7077
 AK7077.The modeled gravity was interpolated from observed gravity values.
 AK7077
 AK7077;                    North         East     Units Scale Factor Converg.
 AK7077;SPC FL E     -   503,021.745   151,977.928   MT  0.99996962   -0 14 15.7
 AK7077;SPC FL E     - 1,650,330.51    498,614.25   sFT  0.99996962   -0 14 15.7
 AK7077;UTM  17      - 3,193,982.098   451,994.313   MT  0.99962844   -0 14 15.7
 AK7077
 AK7077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7077!SPC FL E     -   1.00000205  x   0.99996962  =   0.99997167
 AK7077!UTM  17      -   1.00000205  x   0.99962844  =   0.99963049
 AK7077
 AK7077                          SUPERSEDED SURVEY CONTROL
 AK7077
 AK7077  NAD 83(1990)-  28 52 21.73674(N)    081 29 32.15955(W) AD(       ) 1
 AK7077  ELLIP H (09/25/92)  -13.02   (m)                       GP(       ) 4 1
 AK7077  NGVD 29 (09/25/92)   15.0    (m)           49.     (f) GPS OBS        
 AK7077
 AK7077.Superseded values are not recommended for survey control.
 AK7077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7077.See file dsdata.txt to determine how the superseded data were derived.
 AK7077
 AK7077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5199493982(NAD 83)
 AK7077_MARKER: DE = TRAVERSE STATION DISK
 AK7077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7077_SP_SET: CONCRETE POST
 AK7077_STAMPING: 11 91 GPS8
 AK7077_MARK LOGO: FLDT  
 AK7077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7077+STABILITY: SURFACE MOTION
 AK7077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7077+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2000
 AK7077
 AK7077  HISTORY     - Date     Condition        Report By
 AK7077  HISTORY     - 1991     MONUMENTED       FLDT
 AK7077  HISTORY     - 19970217 GOOD             USPSQD
 AK7077  HISTORY     - 20000603 GOOD             FLDEP
 AK7077
 AK7077                          STATION DESCRIPTION
 AK7077
 AK7077'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7077'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) EASTERLY OF EUSTIS,
 AK7077'FLORIDA, ALONG STATE ROAD 44.
 AK7077'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7077'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7077'INTERSECTION WITH COUNTY ROAD 44B, TURN LEFT AND GO NORTHERLY 3.38 KM
 AK7077'(2.10 MI) TO THE INTERSECTION OF COUNTY ROAD 44B AND STATE ROAD 44,
 AK7077'TURN RIGHT AND GO EASTERLY 7.80 KM (4.85 MI) TO THE INTERSECTION OF
 AK7077'COUNTY ROAD 437 AND STATE ROAD 44, CONTINUE STRAIGHT AHEAD,
 AK7077'NORTHEASTERLY  5.55 KM (3.45 MI) TO THE INTERSECTION OF TANGLEWOOD
 AK7077'DRIVE AND STATE ROAD 44, CONTINUE STRAIGHT AHEAD, NORTHEASTERLY
 AK7077'0.80 KM (0.50 MI) TO THE STATION ON THE RIGHT.
 AK7077'THE STATION IS FLUSH WITH THE GROUND. LOCATED 29.13 M (95.6 FT)
 AK7077'NORTHEASTERLY OF A POWER POLE, 14.11 M (46.3 FT) SOUTHEASTERLY OF THE
 AK7077'CENTERLINE OF PAVEMENT FOR STATE ROAD 44, 45.42 M (149.0 FT)
 AK7077'SOUTHWESTERLY OF A POWER POLE, 8.66 M (28.4 FT) SOUTHWESTERLY OF THE
 AK7077'SOUTHWEST CORNER OF A CONCRETE RIP RAP DRAINAGE DITCH, 0.91 M
 AK7077'(3.0 FT)NORTHWESTERLY OF A HOG WIRE FENCE AND 0.85 M (2.8 FT)
 AK7077'NORTHWESTERLY OFA METAL WITNESS  POST.
 AK7077
 AK7077                          STATION RECOVERY (1997)
 AK7077
 AK7077'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7077'RECOVERED IN GOOD CONDITION.
 AK7077
 AK7077                          STATION RECOVERY (2000)
 AK7077
 AK7077'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7077'THE MARK IS ABOUT 15.8 MI (25.4 KM) WEST OF DELAND, 12.2 MI (19.6 KM)
 AK7077'EAST OF EUSTIS, IN SECTION 2, TOWNSHIP 19 SOUTH, RANGE 28 EAST. TO
 AK7077'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (NORTHBOUND)
 AK7077'AND STATE ROAD 44 (ORANGE AVENUE) IN EUSTIS, GO EAST ON STATE ROAD 44
 AK7077'(ORANGE AVENUE) FOR 8.1 MI (13.0 KM) TO THE INTERSECTION OF COUNTY
 AK7077'ROAD 437, CONTINUE EAST ON STATE ROAD 44 FOR 4.05 MI (6.52 KM) TO THE
 AK7077'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AK7077'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 4.0 FT (1.2
 AK7077'M) ABOVE THE LEVEL OF STATE ROAD 44. LOCATED 149.0 FT (45.4 M)
 AK7077'SOUTHWEST OF POWER POLE NUMBER 113642, 95.6 FT (29.1 M) NORTHEAST OF
 AK7077'POWER POLE NUMBER 113641, 46.3 FT (14.1 M) SOUTHEAST OF THE CENTERLINE
 AK7077'OF STATE ROAD 44, 28.4 FT (8.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AK7077'A CONCRETE RIP RAP DRAINAGE DITCH, 3.0 FT (0.9 M) NORTHWEST OF A HOG
 AK7077'WIRE FENCE AND 2.8 FT (0.9 M) NORTHWEST OF A FLDOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7424 ***********************************************************************
 AK7424  DESIGNATION -  11 92 GPS 1
 AK7424  PID         -  AK7424
 AK7424  STATE/COUNTY-  FL/LAKE
 AK7424  USGS QUAD   -  LEESBURG WEST (1980)
 AK7424
 AK7424                         *CURRENT SURVEY CONTROL
 AK7424  ___________________________________________________________________
 AK7424* NAD 83(1999)-  28 49 12.08434(N)    081 57 03.81728(W)     ADJUSTED  
 AK7424* NAVD 88     -        24.1    (meters)      79.     (feet)  GPS OBS   
 AK7424  ___________________________________________________________________
 AK7424  X           -     783,052.682 (meters)                     COMP
 AK7424  Y           -  -5,537,386.194 (meters)                     COMP
 AK7424  Z           -   3,056,437.894 (meters)                     COMP
 AK7424  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AK7424  ELLIP HEIGHT-          -3.33  (meters)          (06/19/01) GPS OBS
 AK7424  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AK7424
 AK7424  HORZ ORDER  -  FIRST
 AK7424  ELLP ORDER  -  FOURTH    CLASS I
 AK7424
 AK7424.The horizontal coordinates were established by GPS observations
 AK7424.and adjusted by the National Geodetic Survey in June 2001..
 AK7424
 AK7424.The orthometric height was determined by GPS observations and a
 AK7424.high-resolution geoid model.
 AK7424
 AK7424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7424
 AK7424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7424
 AK7424.The ellipsoidal height was determined by GPS observations
 AK7424.and is referenced to NAD 83.
 AK7424
 AK7424.The geoid height was determined by GEOID03.
 AK7424
 AK7424;                    North         East     Units Scale Factor Converg.
 AK7424;SPC FL E     -   497,455.056   107,172.808   MT  1.00004748   -0 27 30.6
 AK7424;SPC FL E     - 1,632,067.13    351,616.12   sFT  1.00004748   -0 27 30.6
 AK7424;UTM  17      - 3,188,417.307   407,204.480   MT  0.99970626   -0 27 30.6
 AK7424
 AK7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7424!SPC FL E     -   1.00000052  x   1.00004748  =   1.00004800
 AK7424!UTM  17      -   1.00000052  x   0.99970626  =   0.99970678
 AK7424
 AK7424                          SUPERSEDED SURVEY CONTROL
 AK7424
 AK7424  NAD 83(1990)-  28 49 12.08359(N)    081 57 03.81717(W) AD(       ) 1
 AK7424  ELLIP H (08/26/94)   -3.32   (m)                       GP(       ) 3 2
 AK7424
 AK7424.Superseded values are not recommended for survey control.
 AK7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7424.See file dsdata.txt to determine how the superseded data were derived.
 AK7424
 AK7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0720488417(NAD 83)
 AK7424_MARKER: DD = SURVEY DISK
 AK7424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7424_SP_SET: CONCRETE POST
 AK7424_STAMPING: 11 92 GPS 1
 AK7424_MARK LOGO: FLDT  
 AK7424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AK7424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7424+STABILITY: SURFACE MOTION
 AK7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7424+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1993
 AK7424
 AK7424  HISTORY     - Date     Condition        Report By
 AK7424  HISTORY     - 1991     MONUMENTED       FLDT
 AK7424  HISTORY     - 19920714 GOOD
 AK7424  HISTORY     - 19931025 GOOD             KEISCH
 AK7424  HISTORY     - 19970211 GOOD             USPSQD
 AK7424
 AK7424                          STATION DESCRIPTION
 AK7424
 AK7424'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7424'STATION IS LOCATED ABOUT 5.0 MILES (8.0 KM) WEST OF LEESBURG AND ABOUT
 AK7424'0.15 MILE (0.24 KM) EAST OF THE LAKE - SUMTER COUNTYLINE.
 AK7424'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7424'THE SOUTH SIDE OF LEESBURG, GO WEST AND NORTH ON S.R. 44 FOR ABOUT
 AK7424'2.3 MILES (3.7 KM) TO THE POINT WHERE S.R. 44 TURNS LEFT WEST,
 AK7424'CONTINUE WEST ON S.R. 44 FOR ABOUT 2.2 MILES (3.5 KM) TO THE STATION.
 AK7424'THE STATION IS FLUSH WITH THE GROUND.  IT IS 77.0 FEET (23.5 M)
 AK7424'SOUTHWEST OF THE NORTH END OF A CONCRETE BLOCK SIGN, 70.3 FEET
 AK7424'(21.4 M) SOUTHWEST OF THE SOUTH END OF THE CONCRETE BLOCK SIGN, 55.0
 AK7424'FEET (16.8 M) NORTH OF THE CENTER OF S.R. 44 AND 3.0 FEET (0.9 M)
 AK7424'SOUTH OF A METAL WITNESS POST.
 AK7424
 AK7424                          STATION RECOVERY (1992)
 AK7424
 AK7424'RECOVERED 1992
 AK7424'RECOVERED IN GOOD CONDITION.
 AK7424
 AK7424                          STATION RECOVERY (1993)
 AK7424
 AK7424'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 (ME)
 AK7424'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF LEESBURG IN THE
 AK7424'NORTH RIGHT-OF-WAY OF S.R. 44 IN SECTION 19, TOWNSHIP 19 SOUTH, RANGE
 AK7424'24 EAST, LAKE COUNTY, FLORIDA. TO REACH THE STATION FROM THE
 AK7424'INTERSECTION OF S.R. 44 AND C.R. 468 IN LEESBURG, GO WEST ON S.R. 44
 AK7424'FOR 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT. THE STATION LIES 0.2
 AK7424'MI (0.3 KM) EAST OF THE SUMTER COUNTY/LAKE COUNTY LINE, 55 FT (16.8 M)
 AK7424'NORTH OF THE CENTERLINE OF S.R. 44, 70.4 FT (21.5 M) WEST OF THE
 AK7424'SOUTHWEST CORNER OF A CONCRETE SIGN, AND 3.0 FT (0.9 M) SOUTH OF A
 AK7424'F.D.O.T. METAL WITNESS POST. THE STATION IS FLORIDA DEPARTMENT OF
 AK7424'TRANSPORTATION SURVEY DISC, SET IN CONCRETE, SET FLUSH WITH THE
 AK7424'GROUND, STAMPED -11 92 GPS 1-. REFERENCES-- KEITH AND SCHNARS NAIL AND
 AK7424'DISC, SET IN A RAILROAD TIE, MAGNETIC AZIMUTH OF 341 DEGREES AT 90.84
 AK7424'FT (27.69 M). KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF
 AK7424'PAVEMENT, MAGNETIC AZIMUTH OF 198 DEGREES AT 43.22 FT (13.17 M). KEITH
 AK7424'AND SCHNARS NAIL AND DISC, SET IN THE NORTH FACE OF A WOOD STUB POLE,
 AK7424'MAGNETIC AZIMUTH OF 82 DEGREES AT 78.70 FT (23.99 M). FOUND METAL
 AK7424'FLDOT WITNESS POST, MAGNETIC AZIMUTH OF 20 DEGREES AT 3.0 FT (0.9 M).
 AK7424
 AK7424                          STATION RECOVERY (1997)
 AK7424
 AK7424'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7420 ***********************************************************************
 AK7420  DESIGNATION -  11 92 GPS 2
 AK7420  PID         -  AK7420
 AK7420  STATE/COUNTY-  FL/LAKE
 AK7420  USGS QUAD   -  LEESBURG WEST (1980)
 AK7420
 AK7420                         *CURRENT SURVEY CONTROL
 AK7420  ___________________________________________________________________
 AK7420* NAD 83(1999)-  28 48 14.16017(N)    081 54 55.79031(W)     ADJUSTED  
 AK7420* NAVD 88     -        24.3    (meters)      80.     (feet)  GPS OBS   
 AK7420  ___________________________________________________________________
 AK7420  X           -     786,610.439 (meters)                     COMP
 AK7420  Y           -  -5,537,750.199 (meters)                     COMP
 AK7420  Z           -   3,054,875.470 (meters)                     COMP
 AK7420  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AK7420  ELLIP HEIGHT-          -3.09  (meters)          (06/12/02) GPS OBS
 AK7420  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AK7420
 AK7420  HORZ ORDER  -  FIRST
 AK7420  ELLP ORDER  -  THIRD     CLASS II
 AK7420
 AK7420.The horizontal coordinates were established by GPS observations
 AK7420.and adjusted by the National Geodetic Survey in June 2002..
 AK7420
 AK7420.The orthometric height was determined by GPS observations and a
 AK7420.high-resolution geoid model.
 AK7420
 AK7420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7420
 AK7420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7420
 AK7420.The ellipsoidal height was determined by GPS observations
 AK7420.and is referenced to NAD 83.
 AK7420
 AK7420.The geoid height was determined by GEOID03.
 AK7420
 AK7420;                    North         East     Units Scale Factor Converg.
 AK7420;SPC FL E     -   495,644.475   110,630.328   MT  1.00003970   -0 26 28.1
 AK7420;SPC FL E     - 1,626,126.92    362,959.67   sFT  1.00003970   -0 26 28.1
 AK7420;UTM  17      - 3,186,607.345   410,660.821   MT  0.99969849   -0 26 28.1
 AK7420
 AK7420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7420!SPC FL E     -   1.00000049  x   1.00003970  =   1.00004019
 AK7420!UTM  17      -   1.00000049  x   0.99969849  =   0.99969898
 AK7420
 AK7420                          SUPERSEDED SURVEY CONTROL
 AK7420
 AK7420  NAD 83(1990)-  28 48 14.15928(N)    081 54 55.79010(W) AD(       ) 1
 AK7420  ELLIP H (08/26/94)   -3.07   (m)                       GP(       ) 3 2
 AK7420
 AK7420.Superseded values are not recommended for survey control.
 AK7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7420.See file dsdata.txt to determine how the superseded data were derived.
 AK7420
 AK7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1066186607(NAD 83)
 AK7420_MARKER: DD = SURVEY DISK
 AK7420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7420_SP_SET: CONCRETE POST
 AK7420_STAMPING: 11 92 GPS 2
 AK7420_MARK LOGO: FLDT  
 AK7420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7420+STABILITY: SURFACE MOTION
 AK7420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7420+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7420
 AK7420  HISTORY     - Date     Condition        Report By
 AK7420  HISTORY     - 1992     MONUMENTED       FLDT
 AK7420  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK7420
 AK7420                          STATION DESCRIPTION
 AK7420
 AK7420'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7420'STATION IS LOCATED ABOUT 2.0 MILES (3.2 KM) SOUTHWEST OF LEESBURG.
 AK7420'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7420'THE SOUTH SIDE OF LEESBURG, GO WEST ON S.R. 44 FOR ABOUT 1.7 MILES
 AK7420'(2.7 KM) TO THE STATION, ABOUT 222 FEET (67.7 M) NORTHWEST OF CASTEEN
 AK7420'ROAD.
 AK7420'THE STATION IS FLUSH WITH THE GROUND.  IT IS 30.0 FEET (9.1 M)
 AK7420'SOUTHWEST OF THE CENTER OF S.R. 44, 24.0 FEET (7.3 M) EAST OF A 10
 AK7420'INCH WOODEN POST AND 19.0 FEET (5.8 M) NORTHEAST OF A METAL WITNESS
 AK7420'SIGN ON ANOTHER 10 INCH WOODEN POST.
 AK7420
 AK7420                          STATION RECOVERY (1997)
 AK7420
 AK7420'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7421 ***********************************************************************
 AK7421  DESIGNATION -  11 92 GPS 3
 AK7421  PID         -  AK7421
 AK7421  STATE/COUNTY-  FL/LAKE
 AK7421  USGS QUAD   -  LEESBURG EAST (1984)
 AK7421
 AK7421                         *CURRENT SURVEY CONTROL
 AK7421  ___________________________________________________________________
 AK7421* NAD 83(1999)-  28 48 45.57589(N)    081 51 11.56831(W)     ADJUSTED  
 AK7421* NAVD 88     -        24.1    (meters)      79.     (feet)  GPS OBS   
 AK7421  ___________________________________________________________________
 AK7421  X           -     792,563.756 (meters)                     COMP
 AK7421  Y           -  -5,536,430.251 (meters)                     COMP
 AK7421  Z           -   3,055,722.837 (meters)                     COMP
 AK7421  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AK7421  ELLIP HEIGHT-          -3.34  (meters)          (06/12/02) GPS OBS
 AK7421  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AK7421
 AK7421  HORZ ORDER  -  FIRST
 AK7421  ELLP ORDER  -  THIRD     CLASS II
 AK7421
 AK7421.The horizontal coordinates were established by GPS observations
 AK7421.and adjusted by the National Geodetic Survey in June 2002..
 AK7421
 AK7421.The orthometric height was determined by GPS observations and a
 AK7421.high-resolution geoid model.
 AK7421
 AK7421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7421
 AK7421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7421
 AK7421.The ellipsoidal height was determined by GPS observations
 AK7421.and is referenced to NAD 83.
 AK7421
 AK7421.The geoid height was determined by GEOID03.
 AK7421
 AK7421;                    North         East     Units Scale Factor Converg.
 AK7421;SPC FL E     -   496,566.446   116,717.594   MT  1.00002674   -0 24 40.4
 AK7421;SPC FL E     - 1,629,151.75    382,930.97   sFT  1.00002674   -0 24 40.4
 AK7421;UTM  17      - 3,187,529.001   416,746.010   MT  0.99968553   -0 24 40.4
 AK7421
 AK7421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7421!SPC FL E     -   1.00000052  x   1.00002674  =   1.00002726
 AK7421!UTM  17      -   1.00000052  x   0.99968553  =   0.99968605
 AK7421
 AK7421:                Primary Azimuth Mark                     Grid Az
 AK7421:SPC FL E     -  11 92 GPS 4                              054 52 42.2
 AK7421:UTM  17      -  11 92 GPS 4                              054 52 42.2
 AK7421
 AK7421|---------------------------------------------------------------------|
 AK7421| PID    Reference Object                     Distance      Geod. Az  |
 AK7421|                                                           dddmmss.s |
 AK7421| AK7418 11 92 GPS 4                         436.845 METERS 0542801.8 |
 AK7421|---------------------------------------------------------------------|
 AK7421
 AK7421                          SUPERSEDED SURVEY CONTROL
 AK7421
 AK7421  NAD 83(1990)-  28 48 45.57498(N)    081 51 11.56805(W) AD(       ) 1
 AK7421  ELLIP H (08/26/94)   -3.32   (m)                       GP(       ) 3 2
 AK7421
 AK7421.Superseded values are not recommended for survey control.
 AK7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7421.See file dsdata.txt to determine how the superseded data were derived.
 AK7421
 AK7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1674687529(NAD 83)
 AK7421_MARKER: DD = SURVEY DISK
 AK7421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7421_SP_SET: CONCRETE POST
 AK7421_STAMPING: 11 92 GPS 3
 AK7421_MARK LOGO: FLDT  
 AK7421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7421+STABILITY: SURFACE MOTION
 AK7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7421+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 AK7421
 AK7421  HISTORY     - Date     Condition        Report By
 AK7421  HISTORY     - 1992     MONUMENTED       FLDT
 AK7421  HISTORY     - 19940724 MARK NOT FOUND   FLDEP
 AK7421  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK7421  HISTORY     - 20001126 POOR             USPSQD
 AK7421  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AK7421
 AK7421                          STATION DESCRIPTION
 AK7421
 AK7421'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7421'STATION IS LOCATED ABOUT 2.0 MILES (3.2 KM) EAST OF LEESBURG.
 AK7421'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7421'THE SOUTH SIDE OF LEESBURG, GO EAST ON S.R. 44 FOR ABOUT 2.0 MILES
 AK7421'(3.2 KM) TO THE INTERSECTION OF U.S. 441 AND THE STATION, IN THE
 AK7421'GRASSY MEDIAN ISLAND.
 AK7421'THE STATION IS FLUSH WITH THE GROUND.  IT IS 102.0 FEET (31.1 M) EAST
 AK7421'OF A CONCRETE UTILITY POLE MM114, 39.5 FEET (12.0 M) NORTH OF THE
 AK7421'NORTH EDGE OF THE RAMP LEADING EAST ONTO U.S. 441, 21.3 FEET (6.5 M)
 AK7421'SOUTH OF THE CENTER OF S.R. 44 EASTBOUND LANE AND 3.0 FEET (0.9 M)
 AK7421'NORTH OF A METAL WITNESS POST.
 AK7421
 AK7421                          STATION RECOVERY (1994)
 AK7421
 AK7421'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (PBM)
 AK7421'MARK WAS SEARCHED FOR AND NOT FOUND.
 AK7421
 AK7421                          STATION RECOVERY (1997)
 AK7421
 AK7421'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7421'MARK NOT FOUND.
 AK7421
 AK7421                          STATION RECOVERY (2000)
 AK7421
 AK7421'RECOVERY NOTE BY US POWER SQUADRON 2000 (HJM)
 AK7421'NEEDS MAINT, IS AT 45 DEG ANGLE IN HOLE. CHANGE DISCRIPTION TO READ
 AK7421''GO EAST ON SR 44 FOR 1.95 MI TO MAIN ST, LEESBURG.TURN RIGHT, THE
 AK7421'STATION IS NEAR THE INTERSECTION OF THE MAIN ST RAMP AND US 441 IN THE
 AK7421'GRASSY MEDIAN ISLAND. 102 FT EAST OF A CONCRETE UTILITY POLE AND 3 FT
 AK7421'NORTH OF A METAL WITNESS POST, 5FT SOUTH OF SOUTH CURB OF US 441.
 AK7421
 AK7421                          STATION RECOVERY (2004)
 AK7421
 AK7421'RECOVERY NOTE BY US POWER SQUADRON 2004 (HJM)
 AK7421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7418 ***********************************************************************
 AK7418  DESIGNATION -  11 92 GPS 4
 AK7418  PID         -  AK7418
 AK7418  STATE/COUNTY-  FL/LAKE
 AK7418  USGS QUAD   -  LEESBURG EAST (1984)
 AK7418
 AK7418                         *CURRENT SURVEY CONTROL
 AK7418  ___________________________________________________________________
 AK7418* NAD 83(1999)-  28 48 53.82212(N)    081 50 58.45733(W)     ADJUSTED  
 AK7418* NAVD 88     -        26.2    (meters)      86.     (feet)  GPS OBS   
 AK7418  ___________________________________________________________________
 AK7418  X           -     792,898.585 (meters)                     COMP
 AK7418  Y           -  -5,536,260.560 (meters)                     COMP
 AK7418  Z           -   3,055,946.292 (meters)                     COMP
 AK7418  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AK7418  ELLIP HEIGHT-          -1.24  (meters)          (06/12/02) GPS OBS
 AK7418  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AK7418
 AK7418  HORZ ORDER  -  FIRST
 AK7418  ELLP ORDER  -  THIRD     CLASS II
 AK7418
 AK7418.The horizontal coordinates were established by GPS observations
 AK7418.and adjusted by the National Geodetic Survey in June 2002..
 AK7418
 AK7418.The orthometric height was determined by GPS observations and a
 AK7418.high-resolution geoid model.
 AK7418
 AK7418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7418
 AK7418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7418
 AK7418.The ellipsoidal height was determined by GPS observations
 AK7418.and is referenced to NAD 83.
 AK7418
 AK7418.The geoid height was determined by GEOID03.
 AK7418
 AK7418;                    North         East     Units Scale Factor Converg.
 AK7418;SPC FL E     -   496,817.775   117,074.913   MT  1.00002601   -0 24 34.2
 AK7418;SPC FL E     - 1,629,976.32    384,103.28   sFT  1.00002601   -0 24 34.2
 AK7418;UTM  17      - 3,187,780.244   417,103.207   MT  0.99968480   -0 24 34.2
 AK7418
 AK7418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7418!SPC FL E     -   1.00000019  x   1.00002601  =   1.00002620
 AK7418!UTM  17      -   1.00000019  x   0.99968480  =   0.99968499
 AK7418
 AK7418:                Primary Azimuth Mark                     Grid Az
 AK7418:SPC FL E     -  11 92 GPS 3                              234 52 42.3
 AK7418:UTM  17      -  11 92 GPS 3                              234 52 42.3
 AK7418
 AK7418|---------------------------------------------------------------------|
 AK7418| PID    Reference Object                     Distance      Geod. Az  |
 AK7418|                                                           dddmmss.s |
 AK7418| AK7421 11 92 GPS 3                         436.845 METERS 2342808.1 |
 AK7418|---------------------------------------------------------------------|
 AK7418
 AK7418                          SUPERSEDED SURVEY CONTROL
 AK7418
 AK7418  NAD 83(1990)-  28 48 53.82115(N)    081 50 58.45709(W) AD(       ) 1
 AK7418  ELLIP H (08/26/94)   -1.22   (m)                       GP(       ) 3 2
 AK7418
 AK7418.Superseded values are not recommended for survey control.
 AK7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7418.See file dsdata.txt to determine how the superseded data were derived.
 AK7418
 AK7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1710387780(NAD 83)
 AK7418_MARKER: DD = SURVEY DISK
 AK7418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7418_SP_SET: CONCRETE POST
 AK7418_STAMPING: 11 92 GPS 4
 AK7418_MARK LOGO: FLDT  
 AK7418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7418+STABILITY: SURFACE MOTION
 AK7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7418+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 AK7418
 AK7418  HISTORY     - Date     Condition        Report By
 AK7418  HISTORY     - 1992     MONUMENTED       FLDT
 AK7418  HISTORY     - 19970211 GOOD             USPSQD
 AK7418  HISTORY     - 20040304 GOOD             USPSQD
 AK7418
 AK7418                          STATION DESCRIPTION
 AK7418
 AK7418'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7418'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) EAST OF LEESBURG.
 AK7418'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7418'THE SOUTH SIDE OF LEESBURG, GO EAST ON S.R. 44 FOR ABOUT 2.0 MILES
 AK7418'(3.2 KM) TO THE INTERSECTION OF U.S. 441, GO EAST ON U.S. 441 FOR
 AK7418'ABOUT 0.25 MILE (0.40 KM) TO THE STATION, ABOUT 262 FEET (79.9 M)
 AK7418'WEST OF MICHIGAN AVENUE.
 AK7418'THE STATION IS 2 INCHES BELOW THE GROUND.  IT IS 22.4 FEET (6.8 M)
 AK7418'NORTHWEST OF THE CENTER OF U.S. 441 EASTBOUND LANE, 20.8 FEET (6.3 M)
 AK7418'SOUTHEAST OF THE CENTER OF U.S. 441 WESTBOUND LANE AND 3.0 FEET
 AK7418'(0.9 M) SOUTHWEST OF A METAL WITNESS POST.
 AK7418
 AK7418                          STATION RECOVERY (1997)
 AK7418
 AK7418'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7418'RECOVERED IN GOOD CONDITION.
 AK7418
 AK7418                          STATION RECOVERY (2004)
 AK7418
 AK7418'RECOVERY NOTE BY US POWER SQUADRON 2004 (HJM)
 AK7418'MARK IS IN CENTER MEDIAN OF DIVIDED HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7417 ***********************************************************************
 AK7417  DESIGNATION -  11 92 GPS 5
 AK7417  PID         -  AK7417
 AK7417  STATE/COUNTY-  FL/LAKE
 AK7417  USGS QUAD   -  EUSTIS (1980)
 AK7417
 AK7417                         *CURRENT SURVEY CONTROL
 AK7417  ___________________________________________________________________
 AK7417* NAD 83(1999)-  28 48 44.14604(N)    081 43 44.52341(W)     ADJUSTED  
 AK7417* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 AK7417  ___________________________________________________________________
 AK7417  X           -     804,564.011 (meters)                     COMP
 AK7417  Y           -  -5,534,718.950 (meters)                     COMP
 AK7417  Z           -   3,055,683.408 (meters)                     COMP
 AK7417  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AK7417  ELLIP HEIGHT-          -5.12  (meters)          (06/12/02) GPS OBS
 AK7417  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AK7417
 AK7417  HORZ ORDER  -  FIRST
 AK7417  ELLP ORDER  -  THIRD     CLASS II
 AK7417
 AK7417.The horizontal coordinates were established by GPS observations
 AK7417.and adjusted by the National Geodetic Survey in June 2002..
 AK7417
 AK7417.The orthometric height was determined by GPS observations and a
 AK7417.high-resolution geoid model.
 AK7417
 AK7417.Photographs are available for this station.
 AK7417
 AK7417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7417
 AK7417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7417
 AK7417.The ellipsoidal height was determined by GPS observations
 AK7417.and is referenced to NAD 83.
 AK7417
 AK7417.The geoid height was determined by GEOID03.
 AK7417
 AK7417;                    North         East     Units Scale Factor Converg.
 AK7417;SPC FL E     -   496,441.756   128,838.868   MT  1.00000365   -0 21 04.9
 AK7417;SPC FL E     - 1,628,742.66    422,698.85   sFT  1.00000365   -0 21 04.9
 AK7417;UTM  17      - 3,187,404.354   428,863.148   MT  0.99966245   -0 21 04.9
 AK7417
 AK7417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7417!SPC FL E     -   1.00000080  x   1.00000365  =   1.00000445
 AK7417!UTM  17      -   1.00000080  x   0.99966245  =   0.99966325
 AK7417
 AK7417:                Primary Azimuth Mark                     Grid Az
 AK7417:SPC FL E     -  11 92 GPS 6                              036 26 10.7
 AK7417:UTM  17      -  11 92 GPS 6                              036 26 10.7
 AK7417
 AK7417|---------------------------------------------------------------------|
 AK7417| PID    Reference Object                     Distance      Geod. Az  |
 AK7417|                                                           dddmmss.s |
 AK7417| AK7422 11 92 GPS 6                         APPROX. 0.8 KM 0360505.8 |
 AK7417|---------------------------------------------------------------------|
 AK7417
 AK7417                          SUPERSEDED SURVEY CONTROL
 AK7417
 AK7417  NAD 83(1990)-  28 48 44.14514(N)    081 43 44.52304(W) AD(       ) 1
 AK7417  ELLIP H (08/26/94)   -5.10   (m)                       GP(       ) 3 2
 AK7417
 AK7417.Superseded values are not recommended for survey control.
 AK7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7417.See file dsdata.txt to determine how the superseded data were derived.
 AK7417
 AK7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2886387404(NAD 83)
 AK7417_MARKER: DD = SURVEY DISK
 AK7417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7417_SP_SET: CONCRETE POST
 AK7417_STAMPING: 11 92 GPS 5
 AK7417_MARK LOGO: FLDT  
 AK7417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7417+STABILITY: SURFACE MOTION
 AK7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7417+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004
 AK7417
 AK7417  HISTORY     - Date     Condition        Report By
 AK7417  HISTORY     - 1992     MONUMENTED       FLDT
 AK7417  HISTORY     - 19970211 GOOD             USPSQD
 AK7417  HISTORY     - 20040625 GOOD             FLDEP
 AK7417
 AK7417                          STATION DESCRIPTION
 AK7417
 AK7417'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7417'STATION IS LOCATED IN TAVARES, IN A GRASSY AREA SOUTH OF U.S. 441,
 AK7417'NORTHEAST OF THE LAKE COUNTY SCHOOL BOARD AND WEST OF PERKINS
 AK7417'RESTAURANT.
 AK7417'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TAVARES, GO WEST ON
 AK7417'U.S. 441 FOR ABOUT 0.5 MILE (0.8 KM) TO THE STATION.
 AK7417'IT IS 95.3 FEET (29.0 M) NORTHEAST OF A CONCRETE UTILITY POLE 965406,
 AK7417'45.0 FEET (13.7 M) WEST OF THE CENTER OF JOANNA AVENUE, 27.4 FEET
 AK7417'(8.4 M) SOUTHEAST OF THE CENTER OF A METAL MANHOLE COVER AND 3.0 FEET
 AK7417'(0.9 M) NORTHWEST OF A METAL WITNESS POST.
 AK7417
 AK7417                          STATION RECOVERY (1997)
 AK7417
 AK7417'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7417'RECOVERED IN GOOD CONDITION.
 AK7417
 AK7417                          STATION RECOVERY (2004)
 AK7417
 AK7417'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AK7417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7422 ***********************************************************************
 AK7422  DESIGNATION -  11 92 GPS 6
 AK7422  PID         -  AK7422
 AK7422  STATE/COUNTY-  FL/LAKE
 AK7422  USGS QUAD   -  EUSTIS (1980)
 AK7422
 AK7422                         *CURRENT SURVEY CONTROL
 AK7422  ___________________________________________________________________
 AK7422* NAD 83(1999)-  28 49 05.18845(N)    081 43 27.10957(W)     ADJUSTED  
 AK7422* NAVD 88     -        21.3    (meters)      70.     (feet)  GPS OBS   
 AK7422  ___________________________________________________________________
 AK7422  X           -     804,986.185 (meters)                     COMP
 AK7422  Y           -  -5,534,341.006 (meters)                     COMP
 AK7422  Z           -   3,056,250.463 (meters)                     COMP
 AK7422  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AK7422  ELLIP HEIGHT-          -6.28  (meters)          (06/12/02) GPS OBS
 AK7422  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AK7422
 AK7422  HORZ ORDER  -  FIRST
 AK7422  ELLP ORDER  -  THIRD     CLASS II
 AK7422
 AK7422.The horizontal coordinates were established by GPS observations
 AK7422.and adjusted by the National Geodetic Survey in June 2002..
 AK7422
 AK7422.The orthometric height was determined by GPS observations and a
 AK7422.high-resolution geoid model.
 AK7422
 AK7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7422
 AK7422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7422
 AK7422.The ellipsoidal height was determined by GPS observations
 AK7422.and is referenced to NAD 83.
 AK7422
 AK7422.The geoid height was determined by GEOID03.
 AK7422
 AK7422;                    North         East     Units Scale Factor Converg.
 AK7422;SPC FL E     -   497,086.690   129,314.986   MT  1.00000281   -0 20 56.8
 AK7422;SPC FL E     - 1,630,858.58    424,260.92   sFT  1.00000281   -0 20 56.8
 AK7422;UTM  17      - 3,188,049.068   429,339.104   MT  0.99966161   -0 20 56.8
 AK7422
 AK7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7422!SPC FL E     -   1.00000099  x   1.00000281  =   1.00000380
 AK7422!UTM  17      -   1.00000099  x   0.99966161  =   0.99966260
 AK7422
 AK7422:                Primary Azimuth Mark                     Grid Az
 AK7422:SPC FL E     -  11 92 GPS 5                              216 26 11.0
 AK7422:UTM  17      -  11 92 GPS 5                              216 26 11.0
 AK7422
 AK7422|---------------------------------------------------------------------|
 AK7422| PID    Reference Object                     Distance      Geod. Az  |
 AK7422|                                                           dddmmss.s |
 AK7422| AK7417 11 92 GPS 5                         APPROX. 0.8 KM 2160514.2 |
 AK7422|---------------------------------------------------------------------|
 AK7422
 AK7422                          SUPERSEDED SURVEY CONTROL
 AK7422
 AK7422  NAD 83(1990)-  28 49 05.18756(N)    081 43 27.10921(W) AD(       ) 1
 AK7422  ELLIP H (08/26/94)   -6.26   (m)                       GP(       ) 3 2
 AK7422
 AK7422.Superseded values are not recommended for survey control.
 AK7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7422.See file dsdata.txt to determine how the superseded data were derived.
 AK7422
 AK7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2933988049(NAD 83)
 AK7422_MARKER: DD = SURVEY DISK
 AK7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7422_SP_SET: CONCRETE POST
 AK7422_STAMPING: 11 92 GPS 6
 AK7422_MARK LOGO: FLDT  
 AK7422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7422+STABILITY: SURFACE MOTION
 AK7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7422+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7422
 AK7422  HISTORY     - Date     Condition        Report By
 AK7422  HISTORY     - 1992     MONUMENTED       FLDT
 AK7422  HISTORY     - 19970211 GOOD             USPSQD
 AK7422
 AK7422                          STATION DESCRIPTION
 AK7422
 AK7422'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7422'STATION IS LOCATED AT TAVARES AND ABOUT 10.0 MILES (16.1 KM) EAST OF
 AK7422'LEESBURG.
 AK7422'TO STATION IS IN THE MEDIAN OF U.S. 441, AT THE TAVARES POST OFFICE
 AK7422'AND JUST NORTH OF THE TAVARES SQUARE SHOPPING CENTER.
 AK7422'THE STATION IS 1 INCH BELOW THE GROUND.  IT IS 27.7 FEET (8.4 M)
 AK7422'NORTHWEST OF THE CENTER OF U.S. 441 EASTBOUND LANE, 12.0 FEET (3.7 M)
 AK7422'SOUTHEAST OF THE SOUTH EDGE OF THE WESTBOUND TURNING LANE AND 3.0 FEET
 AK7422'(0.9 M) SOUTHWEST OF A METAL WITNESS POST.
 AK7422
 AK7422                          STATION RECOVERY (1997)
 AK7422
 AK7422'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7425 ***********************************************************************
 AK7425  DESIGNATION -  11 92 GPS 7
 AK7425  PID         -  AK7425
 AK7425  STATE/COUNTY-  FL/LAKE
 AK7425  USGS QUAD   -  LADY LAKE (1980)
 AK7425
 AK7425                         *CURRENT SURVEY CONTROL
 AK7425  ___________________________________________________________________
 AK7425* NAD 83(1999)-  28 53 00.30446(N)    081 54 18.54639(W)     ADJUSTED  
 AK7425* NAVD 88     -        48.5    (meters)     159.     (feet)  GPS OBS   
 AK7425  ___________________________________________________________________
 AK7425  X           -     787,014.869 (meters)                     COMP
 AK7425  Y           -  -5,533,421.358 (meters)                     COMP
 AK7425  Z           -   3,062,603.684 (meters)                     COMP
 AK7425  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AK7425  ELLIP HEIGHT-          20.95  (meters)          (06/12/02) GPS OBS
 AK7425  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AK7425
 AK7425  HORZ ORDER  -  FIRST
 AK7425  ELLP ORDER  -  THIRD     CLASS II
 AK7425
 AK7425.The horizontal coordinates were established by GPS observations
 AK7425.and adjusted by the National Geodetic Survey in June 2002..
 AK7425
 AK7425.The orthometric height was determined by GPS observations and a
 AK7425.high-resolution geoid model.
 AK7425
 AK7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7425
 AK7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7425
 AK7425.The ellipsoidal height was determined by GPS observations
 AK7425.and is referenced to NAD 83.
 AK7425
 AK7425.The geoid height was determined by GEOID03.
 AK7425
 AK7425;                    North         East     Units Scale Factor Converg.
 AK7425;SPC FL E     -   504,446.341   111,707.437   MT  1.00003734   -0 26 14.1
 AK7425;SPC FL E     - 1,655,004.37    366,493.48   sFT  1.00003734   -0 26 14.1
 AK7425;UTM  17      - 3,195,406.207   411,737.562   MT  0.99969613   -0 26 14.1
 AK7425
 AK7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7425!SPC FL E     -   0.99999671  x   1.00003734  =   1.00003405
 AK7425!UTM  17      -   0.99999671  x   0.99969613  =   0.99969284
 AK7425
 AK7425                          SUPERSEDED SURVEY CONTROL
 AK7425
 AK7425  NAD 83(1990)-  28 53 00.30352(N)    081 54 18.54613(W) AD(       ) 1
 AK7425  ELLIP H (08/26/94)   20.97   (m)                       GP(       ) 3 2
 AK7425
 AK7425.Superseded values are not recommended for survey control.
 AK7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7425.See file dsdata.txt to determine how the superseded data were derived.
 AK7425
 AK7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1173895406(NAD 83)
 AK7425_MARKER: DD = SURVEY DISK
 AK7425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7425_SP_SET: CONCRETE POST
 AK7425_STAMPING: 11 92 GPS 7
 AK7425_MARK LOGO: FLDT  
 AK7425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7425+STABILITY: SURFACE MOTION
 AK7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7425+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1993
 AK7425
 AK7425  HISTORY     - Date     Condition        Report By
 AK7425  HISTORY     - 1992     MONUMENTED       FLDT
 AK7425  HISTORY     - 19930412 GOOD
 AK7425  HISTORY     - 19970211 GOOD             USPSQD
 AK7425  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AK7425
 AK7425                          STATION DESCRIPTION
 AK7425
 AK7425'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7425'STATION IS LOCATED ABOUT 5.5 MILES (8.9 KM) NORTH OF LEESBURG.
 AK7425'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND U.S. 441 AT
 AK7425'AT LEESBURG, GO NORTH ON U.S. 27 AND U.S. 441 FOR ABOUT 4.15 MILES
 AK7425'(6.68 KM) TO THE INTERSECTION OF SHADOWHILL DRIVE, GO EAST ON
 AK7425'SHADOWHILL DRIVE FOR ABOUT 0.05 MILE (0.08 KM) TO THE STATION,
 AK7425'SOUTHEAST OF HOUSE NUMBER 36745.
 AK7425'THE STATION IS 1 INCH BELOW THE GROUND.  IT IS 30.0 FEET (9.1 M) SOUTH
 AK7425'OF THE PROJECTED CENTER OF SHADOWHILL DRIVE, 9.0 FEET (2.7 M) WEST OF
 AK7425'THE PROJECTED CENTER OF ARBOR RIDGE BOULEVARD AND 4.4 FEET (1.3 M)
 AK7425'NORTH OF A METAL WITNESS POST AT THE FENCELINE.
 AK7425
 AK7425                          STATION RECOVERY (1993)
 AK7425
 AK7425'RECOVERED 1993
 AK7425'RECOVERED IN GOOD CONDITION.
 AK7425
 AK7425                          STATION RECOVERY (1997)
 AK7425
 AK7425'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7425'RECOVERED IN GOOD CONDITION.
 AK7425
 AK7425                          STATION RECOVERY (2004)
 AK7425
 AK7425'RECOVERY NOTE BY US POWER SQUADRON 2004 (HJM)
 AK7425'FOUND STUB OF WITNESS POST SHEARED AT GROUND, FOUND CONCRETE MARKER
 AK7425'BASE AND CENTER POST, WITHOUT DISC, BELOW GROUND AT SPECIFIED
 AK7425'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7426 ***********************************************************************
 AK7426  DESIGNATION -  11 92 GPS 8
 AK7426  PID         -  AK7426
 AK7426  STATE/COUNTY-  FL/LAKE
 AK7426  USGS QUAD   -  EMERALDA ISLAND (1988)
 AK7426
 AK7426                         *CURRENT SURVEY CONTROL
 AK7426  ___________________________________________________________________
 AK7426* NAD 83(1999)-  28 54 38.27124(N)    081 48 07.10180(W)     ADJUSTED  
 AK7426* NAVD 88     -        18.6    (meters)      61.     (feet)  GPS OBS   
 AK7426  ___________________________________________________________________
 AK7426  X           -     796,766.667 (meters)                     COMP
 AK7426  Y           -  -5,530,526.468 (meters)                     COMP
 AK7426  Z           -   3,065,229.753 (meters)                     COMP
 AK7426  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AK7426  ELLIP HEIGHT-          -9.10  (meters)          (06/12/02) GPS OBS
 AK7426  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AK7426
 AK7426  HORZ ORDER  -  FIRST
 AK7426  ELLP ORDER  -  THIRD     CLASS II
 AK7426
 AK7426.The horizontal coordinates were established by GPS observations
 AK7426.and adjusted by the National Geodetic Survey in June 2002..
 AK7426
 AK7426.The orthometric height was determined by GPS observations and a
 AK7426.high-resolution geoid model.
 AK7426
 AK7426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7426
 AK7426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7426
 AK7426.The ellipsoidal height was determined by GPS observations
 AK7426.and is referenced to NAD 83.
 AK7426
 AK7426.The geoid height was determined by GEOID03.
 AK7426
 AK7426;                    North         East     Units Scale Factor Converg.
 AK7426;SPC FL E     -   507,390.017   121,792.763   MT  1.00001663   -0 23 15.8
 AK7426;SPC FL E     - 1,664,662.08    399,581.76   sFT  1.00001663   -0 23 15.8
 AK7426;SPC FL W     -   507,141.533   219,311.020   MT  0.99994578   +0 05 44.6
 AK7426;SPC FL W     - 1,663,846.85    719,522.90   sFT  0.99994578   +0 05 44.6
 AK7426;UTM  17      - 3,198,348.879   421,819.447   MT  0.99967543   -0 23 15.8
 AK7426
 AK7426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7426!SPC FL E     -   1.00000143  x   1.00001663  =   1.00001806
 AK7426!SPC FL W     -   1.00000143  x   0.99994578  =   0.99994721
 AK7426!UTM  17      -   1.00000143  x   0.99967543  =   0.99967686
 AK7426
 AK7426                          SUPERSEDED SURVEY CONTROL
 AK7426
 AK7426  NAD 83(1990)-  28 54 38.27026(N)    081 48 07.10155(W) AD(       ) 1
 AK7426  ELLIP H (08/26/94)   -9.08   (m)                       GP(       ) 3 2
 AK7426
 AK7426.Superseded values are not recommended for survey control.
 AK7426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7426.See file dsdata.txt to determine how the superseded data were derived.
 AK7426
 AK7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2181998349(NAD 83)
 AK7426_MARKER: DD = SURVEY DISK
 AK7426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7426_SP_SET: CONCRETE POST
 AK7426_STAMPING: 11 92 GPS 8
 AK7426_MARK LOGO: FLDT  
 AK7426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7426+STABILITY: SURFACE MOTION
 AK7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7426+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1993
 AK7426
 AK7426  HISTORY     - Date     Condition        Report By
 AK7426  HISTORY     - 1992     MONUMENTED       FLDT
 AK7426  HISTORY     - 19930413 GOOD
 AK7426  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 AK7426
 AK7426                          STATION DESCRIPTION
 AK7426
 AK7426'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7426'STATION IS LOCATED ABOUT 9.0 MILES (14.5 KM) NORTHEAST OF LEESBURG AND
 AK7426'8.5 MILES (13.7 KM) SOUTHWEST OF UMATILLA.
 AK7426'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND C.R. 44 AT
 AK7426'THE EAST SIDE OF LEESBURG, GO NORTHEAST ON C.R. 44 FOR ABOUT 4.95
 AK7426'MILES (7.97 KM) TO THE INTERSECTION OF EMERALDA AVENUE AT LISBON, GO
 AK7426'NORTH ON EMERALDA AVENUE FOR ABOUT 0.8 MILE (1.3 KM) TO AN
 AK7426'INTERSECTION, CONTINUE WEST AND NORTH ON EMERALDA AVENUE FOR ABOUT
 AK7426'2.5 MILES (4.0 KM) TO THE BRIDGE OVER A CANAL.
 AK7426'THE STATION IS 1 INCH BELOW THE GROUND.  IT IS 32.5 FEET (9.9 M)
 AK7426'SOUTHWEST OF THE NORTHEAST END OF A METAL GUARDRAIL, 18.0 FEET
 AK7426'(5.5 M) SOUTHWEST OF THE CENTER OF EMERALDA AVENUE AND 9.0 FEET
 AK7426'(2.7 M) NORTHWEST OF A METAL WITNESS POST AT THE NORTHWEST END OF THE
 AK7426'METAL GUARDRAIL.
 AK7426
 AK7426                          STATION RECOVERY (1993)
 AK7426
 AK7426'RECOVERED 1993
 AK7426'RECOVERED IN GOOD CONDITION.
 AK7426
 AK7426                          STATION RECOVERY (1997)
 AK7426
 AK7426'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7419 ***********************************************************************
 AK7419  DESIGNATION -  11 92 GPS 9
 AK7419  PID         -  AK7419
 AK7419  STATE/COUNTY-  FL/LAKE
 AK7419  USGS QUAD   -  UMATILLA (1985)
 AK7419
 AK7419                         *CURRENT SURVEY CONTROL
 AK7419  ___________________________________________________________________
 AK7419* NAD 83(1999)-  28 55 51.64566(N)    081 43 04.33878(W)     ADJUSTED  
 AK7419* NAVD 88     -        23.4    (meters)      77.     (feet)  GPS OBS   
 AK7419  ___________________________________________________________________
 AK7419  X           -     804,726.943 (meters)                     COMP
 AK7419  Y           -  -5,528,274.006 (meters)                     COMP
 AK7419  Z           -   3,067,209.310 (meters)                     COMP
 AK7419  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AK7419  ELLIP HEIGHT-          -4.39  (meters)          (06/12/02) GPS OBS
 AK7419  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AK7419
 AK7419  HORZ ORDER  -  FIRST
 AK7419  ELLP ORDER  -  THIRD     CLASS II
 AK7419
 AK7419.The horizontal coordinates were established by GPS observations
 AK7419.and adjusted by the National Geodetic Survey in June 2002..
 AK7419
 AK7419.The orthometric height was determined by GPS observations and a
 AK7419.high-resolution geoid model.
 AK7419
 AK7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7419
 AK7419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7419
 AK7419.The ellipsoidal height was determined by GPS observations
 AK7419.and is referenced to NAD 83.
 AK7419
 AK7419.The geoid height was determined by GEOID03.
 AK7419
 AK7419;                    North         East     Units Scale Factor Converg.
 AK7419;SPC FL E     -   509,596.391   130,008.089   MT  1.00000161   -0 20 50.2
 AK7419;SPC FL E     - 1,671,900.83    426,534.87   sFT  1.00000161   -0 20 50.2
 AK7419;SPC FL W     -   509,417.032   227,506.931   MT  0.99995051   +0 08 11.3
 AK7419;SPC FL W     - 1,671,312.38    746,412.32   sFT  0.99995051   +0 08 11.3
 AK7419;UTM  17      - 3,200,554.500   430,031.970   MT  0.99966041   -0 20 50.2
 AK7419
 AK7419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7419!SPC FL E     -   1.00000069  x   1.00000161  =   1.00000230
 AK7419!SPC FL W     -   1.00000069  x   0.99995051  =   0.99995120
 AK7419!UTM  17      -   1.00000069  x   0.99966041  =   0.99966110
 AK7419
 AK7419                          SUPERSEDED SURVEY CONTROL
 AK7419
 AK7419  NAD 83(1990)-  28 55 51.64463(N)    081 43 04.33842(W) AD(       ) 1
 AK7419  ELLIP H (08/26/94)   -4.37   (m)                       GP(       ) 3 2
 AK7419
 AK7419.Superseded values are not recommended for survey control.
 AK7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7419.See file dsdata.txt to determine how the superseded data were derived.
 AK7419
 AK7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3003200555(NAD 83)
 AK7419_MARKER: DD = SURVEY DISK
 AK7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7419_SP_SET: CONCRETE POST
 AK7419_STAMPING: 11 92 GPS 9
 AK7419_MARK LOGO: FLDT  
 AK7419_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7419+STABILITY: SURFACE MOTION
 AK7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7419+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7419
 AK7419  HISTORY     - Date     Condition        Report By
 AK7419  HISTORY     - 1992     MONUMENTED       FLDT
 AK7419
 AK7419                          STATION DESCRIPTION
 AK7419
 AK7419'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7419'STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM) WEST OF UMATILLA AND ABOUT
 AK7419'5.5 MILES (8.9 KM) NORTH NORTHWEST OF EUSTIS.
 AK7419'TO REACH THE STATION FROM THE U.S. POST OFFICE, AT UMATILLA, GO
 AK7419'NORTHWEST ON S.R. 19 FOR ABOUT 0.1 MILE (0.2 KM) TO THE INTERSECTION
 AK7419'OF C.R 450 (OCALA STREET), GO WEST ON C.R. 450 FOR ABOUT 1.85 MILES
 AK7419'(2.98 KM) TO THE INTERSECTION OF LAKE YALE ROAD (DIRT), GO WEST ON
 AK7419'LAKE YALE ROAD FOR ABOUT 1.3 MILES (2.1 KM) TO THE STATION.
 AK7419'THE STATION IS FLUSH WITH THE GROUND.  IT IS 130.0 FEET (39.6 M) EAST
 AK7419'OF A UTILITY POLE WITH A METAL WITNESS SIGN ATTACHED, 112.0 FEET
 AK7419'(34.1 M) WEST OF ANOTHER UTILITY POLE WITH A METAL WITNESS SIGN
 AK7419'ATTACHED, 25.0 FEET (7.6 M) SOUTH OF THE APPROXIMATE CENTER OF LAKE
 AK7419'YALE ROAD AND 4.6 FEET (1.4 M) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9282 ***********************************************************************
 AI9282  DESIGNATION -  11 97 A 386
 AI9282  PID         -  AI9282
 AI9282  STATE/COUNTY-  FL/LAKE
 AI9282  USGS QUAD   -  LAKE WOODRUFF (1993)
 AI9282
 AI9282                         *CURRENT SURVEY CONTROL
 AI9282  ___________________________________________________________________
 AI9282* NAD 83(1986)-  29 00 30.     (N)    081 22 57.     (W)     SCALED    
 AI9282* NAVD 88     -         4.879  (meters)      16.01   (feet)  ADJUSTED  
 AI9282  ___________________________________________________________________
 AI9282  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AI9282  DYNAMIC HT  -           4.873 (meters)      15.99  (feet)  COMP
 AI9282  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 AI9282
 AI9282  VERT ORDER  -  SECOND    CLASS I
 AI9282
 AI9282.The horizontal coordinates were scaled from a topographic map and have
 AI9282.an estimated accuracy of +/- 6 seconds.
 AI9282
 AI9282.The orthometric height was determined by differential leveling
 AI9282.and adjusted by the National Geodetic Survey in August 2004..
 AI9282
 AI9282.The geoid height was determined by GEOID03.
 AI9282
 AI9282.The dynamic height is computed by dividing the NAVD 88
 AI9282.geopotential number by the normal gravity value computed on the
 AI9282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9282.degrees latitude (g = 980.6199 gals.).
 AI9282
 AI9282.The modeled gravity was interpolated from observed gravity values.
 AI9282
 AI9282;                    North         East    Units  Estimated Accuracy
 AI9282;SPC FL E     -   518,010.      162,740.      MT  (+/- 180 meters Scaled)
 AI9282
 AI9282                          SUPERSEDED SURVEY CONTROL
 AI9282
 AI9282  NAVD 88 (04/26/01)    4.875  (m)           15.99   (f) UNKNOWN     2 1
 AI9282
 AI9282.Superseded values are not recommended for survey control.
 AI9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9282.See file dsdata.txt to determine how the superseded data were derived.
 AI9282
 AI9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN627089(NAD 83)
 AI9282_MARKER: DB = BENCH MARK DISK
 AI9282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9282_SP_SET: BRIDGE ABUTMENT
 AI9282_STAMPING: BM 11/97/A 386
 AI9282_MARK LOGO: FLDT  
 AI9282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9282+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AI9282
 AI9282  HISTORY     - Date     Condition        Report By
 AI9282  HISTORY     - 1997     MONUMENTED       FLDT
 AI9282  HISTORY     - 19980806 GOOD             FLDEP
 AI9282  HISTORY     - 20000612 GOOD             FLDEP
 AI9282
 AI9282                          STATION DESCRIPTION
 AI9282
 AI9282'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI9282'THE MARK IS ABOUT 24.4 MI (39.3 KM) EAST OF EUSTIS, 4.0 MI (6.4 KM)
 AI9282'WEST OF DELAND IN SECTION 38, TOWNSHIP 17 SOUTH, RANGE 29 EAST. TO
 AI9282'REACH THE MARK FROM THE INTERSECTION OF STATE ROADS 42 AND 44, ABOUT
 AI9282'0.3 MI (0.5 KM) WEST OF THE ST JOHNS RIVER (COUNTY LINE), GO NORTHEAST
 AI9282'ON STATE ROAD 44 FOR 0.25 MI (0.40 KM) TO THE SOUTHEAST END OF THE
 AI9282'BRIDGE OVER THE ST JOHNS RIVER AND THE MARK ON THE RIGHT, SET IN THE
 AI9282'SOUTHEAST BRIDGE ABUTMENT 0.9 FT (27.4 CM) ABOVE THE LEVEL OF STATE
 AI9282'ROAD 44.  THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF STATE
 AI9282'ROAD 15A (SPRING GARDEN AVENUE) AND STATE ROAD 44 (NEW YORK AVENUE) ON
 AI9282'THE WEST SIDE OF DELAND, GO WEST-SOUTHWEST ON STATE ROAD 44 (NEW YORK
 AI9282'AVENUE) FOR 3.9 MI (6.3 KM) TO THE SOUTHWEST END OF THE BRIDGE OVER ST
 AI9282'JOHNS RIVER AND THE MARK ON THE LEFT. LOCATED 18.0 FT (5.5 M)
 AI9282'SOUTHEAST OF THE CENTERLINE OF STATE ROAD 44.
 AI9282
 AI9282                          STATION RECOVERY (2000)
 AI9282
 AI9282'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AI9282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0907 ***********************************************************************
 AS0907  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0907  DESIGNATION -  11 A 10
 AS0907  PID         -  AS0907
 AS0907  STATE/COUNTY-  FL/FRANKLIN
 AS0907  USGS QUAD   -  JACKSON RIVER (1992)
 AS0907
 AS0907                         *CURRENT SURVEY CONTROL
 AS0907  ___________________________________________________________________
 AS0907* NAD 83(1986)-  29 45 32.     (N)    085 01 59.     (W)     SCALED    
 AS0907* NAVD 88     -         2.300  (meters)       7.55   (feet)  ADJUSTED  
 AS0907  ___________________________________________________________________
 AS0907  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0907  DYNAMIC HT  -           2.297 (meters)       7.54  (feet)  COMP
 AS0907  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 AS0907
 AS0907  VERT ORDER  -  SECOND    CLASS I
 AS0907
 AS0907.The horizontal coordinates were scaled from a topographic map and have
 AS0907.an estimated accuracy of +/- 6 seconds.
 AS0907
 AS0907.The orthometric height was determined by differential leveling
 AS0907.and adjusted by the National Geodetic Survey in September 1996..
 AS0907
 AS0907.This Tidal Bench Mark is designated as VM 16862
 AS0907.by the Center for Operational Oceanographic Products and Services.
 AS0907
 AS0907.The geoid height was determined by GEOID03.
 AS0907
 AS0907.The dynamic height is computed by dividing the NAVD 88
 AS0907.geopotential number by the normal gravity value computed on the
 AS0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0907.degrees latitude (g = 980.6199 gals.).
 AS0907
 AS0907.The modeled gravity was interpolated from observed gravity values.
 AS0907
 AS0907;                    North         East    Units  Estimated Accuracy
 AS0907;SPC FL N     -    84,240.      548,450.      MT  (+/- 180 meters Scaled)
 AS0907
 AS0907                          SUPERSEDED SURVEY CONTROL
 AS0907
 AS0907.No superseded survey control is available for this station.
 AS0907
 AS0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT901936(NAD 83)
 AS0907_MARKER: DS = TRIANGULATION STATION DISK
 AS0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0907_SP_SET: CONCRETE POST
 AS0907_STAMPING: 11A-10 1986
 AS0907_MARK LOGO: USE   
 AS0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0907+STABILITY: SURFACE MOTION
 AS0907
 AS0907  HISTORY     - Date     Condition        Report By
 AS0907  HISTORY     - 1986     MONUMENTED       USE
 AS0907  HISTORY     - 1986     GOOD             FLDNR
 AS0907
 AS0907                          STATION DESCRIPTION
 AS0907
 AS0907'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0907'IN APALACHICOLA.
 AS0907'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL IN APALACHICOLA, GO
 AS0907'3.75 MILES NORTHWEST ALONG COUNTY ROAD 384 TO A RAILROAD CROSSING AND
 AS0907'THE MARK.  THE MARK BEARS 28.3 FEET NORTHEAST OF THE CENTERLINE OF
 AS0907'C-384, 9.4 FEET WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD
 AS0907'TRACK, 6.3 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD SPUR
 AS0907'LINE, 66.8 FEET SOUTH-SOUTHEAST OF RM-1 1986, AND 78.9 FEET
 AS0907'EAST-NORTHEAST OF BENCHMARK A 296 1967.
 AS0907'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
 AS0907'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0906 ***********************************************************************
 AS0906  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0906  DESIGNATION -  11 A 10 RM 1
 AS0906  PID         -  AS0906
 AS0906  STATE/COUNTY-  FL/FRANKLIN
 AS0906  USGS QUAD   -  JACKSON RIVER (1992)
 AS0906
 AS0906                         *CURRENT SURVEY CONTROL
 AS0906  ___________________________________________________________________
 AS0906* NAD 83(1986)-  29 45 32.     (N)    085 01 59.     (W)     SCALED    
 AS0906* NAVD 88     -         2.050  (meters)       6.73   (feet)  ADJUSTED  
 AS0906  ___________________________________________________________________
 AS0906  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0906  DYNAMIC HT  -           2.047 (meters)       6.72  (feet)  COMP
 AS0906  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 AS0906
 AS0906  VERT ORDER  -  SECOND    CLASS I
 AS0906
 AS0906.The horizontal coordinates were scaled from a topographic map and have
 AS0906.an estimated accuracy of +/- 6 seconds.
 AS0906
 AS0906.The orthometric height was determined by differential leveling
 AS0906.and adjusted by the National Geodetic Survey in September 1996..
 AS0906
 AS0906.This Tidal Bench Mark is designated as VM 16863
 AS0906.by the Center for Operational Oceanographic Products and Services.
 AS0906
 AS0906.The geoid height was determined by GEOID03.
 AS0906
 AS0906.The dynamic height is computed by dividing the NAVD 88
 AS0906.geopotential number by the normal gravity value computed on the
 AS0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0906.degrees latitude (g = 980.6199 gals.).
 AS0906
 AS0906.The modeled gravity was interpolated from observed gravity values.
 AS0906
 AS0906;                    North         East    Units  Estimated Accuracy
 AS0906;SPC FL N     -    84,240.      548,450.      MT  (+/- 180 meters Scaled)
 AS0906
 AS0906                          SUPERSEDED SURVEY CONTROL
 AS0906
 AS0906.No superseded survey control is available for this station.
 AS0906
 AS0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT901936(NAD 83)
 AS0906_MARKER: DR = REFERENCE MARK DISK
 AS0906_SETTING: 0 = UNSPECIFIED SETTING
 AS0906_SP_SET: UNSPECIFIED SHALLOW
 AS0906_STAMPING: RM-1 1986
 AS0906_MARK LOGO: USE   
 AS0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0906
 AS0906  HISTORY     - Date     Condition        Report By
 AS0906  HISTORY     - 1986     MONUMENTED       USE
 AS0906  HISTORY     - 1986     GOOD             FLDNR
 AS0906
 AS0906                          STATION DESCRIPTION
 AS0906
 AS0906'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0906'IN APALACHICOLA.
 AS0906'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL IN APALACHICOLA, GO
 AS0906'3.75 MILES NORTHWEST ALONG COUNTY ROAD 384 TO A RAILROAD CROSSING AND
 AS0906'THE MARK.  THE MARK BEARS 53.3 FEET NORTHEAST OF THE CENTERLINE OF
 AS0906'C-384, 11 FEET WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 AS0906'12.8 FEET EAST-NORTHEAST OF THE EAST RAIL OF SPUR LINE RAILROAD
 AS0906'TRACK, 142.7 FEET NORTHWEST OF RM-2 1986, AND 100 FEET
 AS0906'NORTH-NORTHEAST OF BENCHMARK A 296 1967.  THE MARK IS A REFERENCE
 AS0906'MARK TO 11A-10, SET BY THE U.S. CORPS OF ENGINEERS.
 AS0906'THE MARK IS 1.0 FT  SSE FROM A WITNESS POST.
 AS0906'THE MARK IS 0.1 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0905 ***********************************************************************
 AS0905  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0905  DESIGNATION -  11 A 10 RM 2
 AS0905  PID         -  AS0905
 AS0905  STATE/COUNTY-  FL/FRANKLIN
 AS0905  USGS QUAD   -  JACKSON RIVER (1992)
 AS0905
 AS0905                         *CURRENT SURVEY CONTROL
 AS0905  ___________________________________________________________________
 AS0905* NAD 83(1986)-  29 45 32.     (N)    085 01 59.     (W)     SCALED    
 AS0905* NAVD 88     -         2.229  (meters)       7.31   (feet)  ADJUSTED  
 AS0905  ___________________________________________________________________
 AS0905  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0905  DYNAMIC HT  -           2.227 (meters)       7.31  (feet)  COMP
 AS0905  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 AS0905
 AS0905  VERT ORDER  -  SECOND    CLASS I
 AS0905
 AS0905.The horizontal coordinates were scaled from a topographic map and have
 AS0905.an estimated accuracy of +/- 6 seconds.
 AS0905
 AS0905.The orthometric height was determined by differential leveling
 AS0905.and adjusted by the National Geodetic Survey in September 1996..
 AS0905
 AS0905.This Tidal Bench Mark is designated as VM 16864
 AS0905.by the Center for Operational Oceanographic Products and Services.
 AS0905
 AS0905.The geoid height was determined by GEOID03.
 AS0905
 AS0905.The dynamic height is computed by dividing the NAVD 88
 AS0905.geopotential number by the normal gravity value computed on the
 AS0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0905.degrees latitude (g = 980.6199 gals.).
 AS0905
 AS0905.The modeled gravity was interpolated from observed gravity values.
 AS0905
 AS0905;                    North         East    Units  Estimated Accuracy
 AS0905;SPC FL N     -    84,240.      548,450.      MT  (+/- 180 meters Scaled)
 AS0905
 AS0905                          SUPERSEDED SURVEY CONTROL
 AS0905
 AS0905.No superseded survey control is available for this station.
 AS0905
 AS0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT901936(NAD 83)
 AS0905_MARKER: DR = REFERENCE MARK DISK
 AS0905_SETTING: 0 = UNSPECIFIED SETTING
 AS0905_SP_SET: UNSPECIFIED SHALLOW
 AS0905_STAMPING: RM-2 1986
 AS0905_MARK LOGO: USE   
 AS0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0905
 AS0905  HISTORY     - Date     Condition        Report By
 AS0905  HISTORY     - 1986     MONUMENTED       USE
 AS0905  HISTORY     - 1986     GOOD             FLDNR
 AS0905
 AS0905                          STATION DESCRIPTION
 AS0905
 AS0905'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0905'IN APALACHICOLA.
 AS0905'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL IN APALACHICOLA, GO
 AS0905'3.75 MILES NORTHWEST ALONG COUNTY ROAD C-384 TO A RAILROAD CROSSING
 AS0905'AND THE MARK.  THE MARK BEARS 37.1 FEET NORTH-NORTHEAST OF THE
 AS0905'CENTERLINE OF C-384 WHERE THE EASTERNMOST RAIL CROSSES IT, 43.6 FEET
 AS0905'NORTH-NORTHWEST OF A RAILROAD CROSSING SIGNAL, 4.8 FEET
 AS0905'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A 2-FOOT BY 5-FOOT BY
 AS0905'6-FOOT HIGH ELECTRIC BOX, 19.3 FEET EAST-NORTHEAST OF THE EAST RAIL
 AS0905'OF THE RAILROAD TRACK, 135 FEET EAST-SOUTHEAST OF BENCHMARK A 296
 AS0905'1967, AND 79.2 FEET SOUTHEAST OF STATION 11A-10.  THE MARK IS A
 AS0905'REFERENCE MARK TO THE ABOVE STATION.
 AS0905'THE MARK IS 0.1 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8333 ***********************************************************************
 AD8333  DESIGNATION -  11 BRP
 AD8333  PID         -  AD8333
 AD8333  STATE/COUNTY-  FL/PALM BEACH
 AD8333  USGS QUAD   -  WEST OF ROOD (1994)
 AD8333
 AD8333                         *CURRENT SURVEY CONTROL
 AD8333  ___________________________________________________________________
 AD8333* NAD 83(1999)-  26 56 34.67689(N)    080 17 15.48251(W)     ADJUSTED  
 AD8333* NAVD 88     -         6.82   (+/-2cm)      22.4    (feet)  VERTCON   
 AD8333  ___________________________________________________________________
 AD8333  X           -     959,870.294 (meters)                     COMP
 AD8333  Y           -  -5,608,184.228 (meters)                     COMP
 AD8333  Z           -   2,872,574.333 (meters)                     COMP
 AD8333  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AD8333  ELLIP HEIGHT-         -19.96  (meters)          (07/06/01) GPS OBS
 AD8333  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AD8333
 AD8333  HORZ ORDER  -  FIRST
 AD8333  VERT ORDER  -  THIRD ? (See Below)
 AD8333  ELLP ORDER  -  FOURTH    CLASS II
 AD8333
 AD8333.The horizontal coordinates were established by GPS observations
 AD8333.and adjusted by the National Geodetic Survey in July 2001..
 AD8333
 AD8333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8333.The vertical order pertains to the NGVD 29 superseded value.
 AD8333
 AD8333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8333
 AD8333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8333
 AD8333.The ellipsoidal height was determined by GPS observations
 AD8333.and is referenced to NAD 83.
 AD8333
 AD8333.The geoid height was determined by GEOID03.
 AD8333
 AD8333;                    North         East     Units Scale Factor Converg.
 AD8333;SPC FL E     -   289,284.118   270,738.363   MT  1.00000293   +0 19 22.0
 AD8333;SPC FL E     -   949,092.98    888,247.45   sFT  1.00000293   +0 19 22.0
 AD8333;UTM  17      - 2,980,317.397   570,714.227   MT  0.99966173   +0 19 22.0
 AD8333
 AD8333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8333!SPC FL E     -   1.00000314  x   1.00000293  =   1.00000607
 AD8333!UTM  17      -   1.00000314  x   0.99966173  =   0.99966486
 AD8333
 AD8333                          SUPERSEDED SURVEY CONTROL
 AD8333
 AD8333  NAD 83(1990)-  26 56 34.67585(N)    080 17 15.48172(W) AD(       ) 1
 AD8333  ELLIP H (08/13/93)  -19.89   (m)                       GP(       ) 4 1
 AD8333  NAD 83(1990)-  26 56 34.67493(N)    080 17 15.48171(W) AD(       ) 1
 AD8333  ELLIP H (03/31/93)  -19.86   (m)                       GP(       ) 4 1
 AD8333  NGVD 29 (03/31/93)    7.26   (m)           23.8    (f) LEVELING    3  
 AD8333
 AD8333.Superseded values are not recommended for survey control.
 AD8333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8333.See file dsdata.txt to determine how the superseded data were derived.
 AD8333
 AD8333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7071480317(NAD 83)
 AD8333_MARKER: DB = BENCH MARK DISK
 AD8333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8333_SP_SET: CONCRETE POST
 AD8333_STAMPING: 11 BRP 1969
 AD8333_MARK LOGO: USGS  
 AD8333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8333+STABILITY: SURFACE MOTION
 AD8333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8333+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 AD8333
 AD8333  HISTORY     - Date     Condition        Report By
 AD8333  HISTORY     - 1969     MONUMENTED       USGS
 AD8333  HISTORY     - 19910810 GOOD             ADRGS
 AD8333  HISTORY     - 20021218 GOOD             USPSQD
 AD8333  HISTORY     - 20031227 GOOD             USPSQD
 AD8333
 AD8333                          STATION DESCRIPTION
 AD8333
 AD8333'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8333'TO REACH THE STATION FROM THE THE INTERSECTION OF INDIANTOWN ROAD
 AD8333'(STATE ROUTE 706) AND THE FLORIDA TURNPIKE (INTERCHANGE 48), GO WEST
 AD8333'ON INDIANTOWN ROAD FOR 8.45 MI (13.60 KM) TO PRATT WHITNEY ROAD
 AD8333'(STATE ROUTE 711) AND THE STATION AT THE INTERSECTION. THE STATION IS
 AD8333'39 FEET NORTH OF THE CENTERLINE OF INDIANTOWN ROAD AND 29 FEET EAST
 AD8333'OF THE CENTERLINE OF PRATT WHITNEY RD, AND IS 1.5 FEET BELOW THE
 AD8333'SURFACE OF THE GROUND.
 AD8333'THE STATION IS WEST 12.05 FT (3.67 M) FROM A PK IN THE TOP OF A TIMBER
 AD8333'POST, SOUTHEAST 1.76 FT (0.54 M) FROM A NAIL AND TIN TAB IN THE SIDE
 AD8333'OF A TIMBER POST, SOUTH 19.95 FT (6.08 M) FROM THE MOST SOUTHERN
 AD8333'CORNER OF A 2 FOOT BY 2 FOOT CONCRETE PAD,AND 71 FEET NORTHEAST OF A
 AD8333'SECTION CORNER. THE STATION IS 1 FOOT WEST OF A PALM BEACH COUNTY
 AD8333'SURVEY WITNESS SIGN AND POST AND 1 FOOT NORTHEAST OF A GUARDRAIL.
 AD8333
 AD8333                          STATION RECOVERY (2002)
 AD8333
 AD8333'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8333' 
 AD8333' 
 AD8333
 AD8333                          STATION RECOVERY (2003)
 AD8333
 AD8333'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0809 ***********************************************************************
 AQ0809  DESIGNATION -  11 JAS
 AQ0809  PID         -  AQ0809
 AQ0809  STATE/COUNTY-  FL/LAKE
 AQ0809  USGS QUAD   -  FARLES LAKE (1994)
 AQ0809
 AQ0809                         *CURRENT SURVEY CONTROL
 AQ0809  ___________________________________________________________________
 AQ0809* NAD 83(1986)-  29 02 20.     (N)    081 37 50.     (W)     SCALED    
 AQ0809* NAVD 88     -        15.308  (meters)      50.22   (feet)  ADJUSTED  
 AQ0809  ___________________________________________________________________
 AQ0809  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AQ0809  DYNAMIC HT  -          15.286 (meters)      50.15  (feet)  COMP
 AQ0809  MODELED GRAV-     979,225.4   (mgal)                       NAVD 88
 AQ0809
 AQ0809  VERT ORDER  -  FIRST     CLASS II
 AQ0809
 AQ0809.The horizontal coordinates were scaled from a topographic map and have
 AQ0809.an estimated accuracy of +/- 6 seconds.
 AQ0809
 AQ0809.The orthometric height was determined by differential leveling
 AQ0809.and adjusted by the National Geodetic Survey in June 1991..
 AQ0809
 AQ0809.The geoid height was determined by GEOID03.
 AQ0809
 AQ0809.The dynamic height is computed by dividing the NAVD 88
 AQ0809.geopotential number by the normal gravity value computed on the
 AQ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0809.degrees latitude (g = 980.6199 gals.).
 AQ0809
 AQ0809.The modeled gravity was interpolated from observed gravity values.
 AQ0809
 AQ0809;                    North         East    Units  Estimated Accuracy
 AQ0809;SPC FL E     -   521,500.      138,590.      MT  (+/- 180 meters Scaled)
 AQ0809
 AQ0809                          SUPERSEDED SURVEY CONTROL
 AQ0809
 AQ0809  NGVD 29 (??/??/92)   15.632  (m)           51.29   (f) ADJ UNCH    1 2
 AQ0809
 AQ0809.Superseded values are not recommended for survey control.
 AQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0809.See file dsdata.txt to determine how the superseded data were derived.
 AQ0809
 AQ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN386124(NAD 83)
 AQ0809_MARKER: DD = SURVEY DISK
 AQ0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0809_SP_SET: CULVERT
 AQ0809_STAMPING: 11 JAS 1966 51
 AQ0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0809
 AQ0809  HISTORY     - Date     Condition        Report By
 AQ0809  HISTORY     - 1966     MONUMENTED       USGS
 AQ0809  HISTORY     - 1968     GOOD             NGS
 AQ0809
 AQ0809                          STATION DESCRIPTION
 AQ0809
 AQ0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0809'5.6 MI N FROM ALTOONA.
 AQ0809'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0809'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 0.6
 AQ0809'MILE EAST ALONG HIGHWAY S 445, SET IN THE TOP OF THE EAST END OF
 AQ0809'THE SOUTH 24-FOOT CONCRETE HEAD WALL FOR TWO 4-FOOT CONCRETE
 AQ0809'PIPES FORMING A CULVERT UNDER THE HIGHWAY, 29 FEET SOUTH OF THE
 AQ0809'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL
 AQ0809'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0307 ***********************************************************************
 BE0307  DESIGNATION -  11 JWM USGS
 BE0307  PID         -  BE0307
 BE0307  STATE/COUNTY-  FL/JACKSON
 BE0307  USGS QUAD   -  MARIANNA (1994)
 BE0307
 BE0307                         *CURRENT SURVEY CONTROL
 BE0307  ___________________________________________________________________
 BE0307* NAD 83(1986)-  30 47 33.     (N)    085 08 06.     (W)     SCALED    
 BE0307* NAVD 88     -        34.820  (meters)     114.24   (feet)  ADJUSTED  
 BE0307  ___________________________________________________________________
 BE0307  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BE0307  DYNAMIC HT  -          34.775 (meters)     114.09  (feet)  COMP
 BE0307  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BE0307
 BE0307  VERT ORDER  -  SECOND    CLASS 0
 BE0307
 BE0307.The horizontal coordinates were scaled from a topographic map and have
 BE0307.an estimated accuracy of +/- 6 seconds.
 BE0307
 BE0307.The orthometric height was determined by differential leveling
 BE0307.and adjusted by the National Geodetic Survey in June 1991..
 BE0307
 BE0307.The geoid height was determined by GEOID03.
 BE0307
 BE0307.The dynamic height is computed by dividing the NAVD 88
 BE0307.geopotential number by the normal gravity value computed on the
 BE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0307.degrees latitude (g = 980.6199 gals.).
 BE0307
 BE0307.The modeled gravity was interpolated from observed gravity values.
 BE0307
 BE0307;                    North         East    Units  Estimated Accuracy
 BE0307;SPC FL N     -   198,870.      539,220.      MT  (+/- 180 meters Scaled)
 BE0307
 BE0307                          SUPERSEDED SURVEY CONTROL
 BE0307
 BE0307  NGVD 29 (??/??/92)   34.950  (m)          114.67   (f) ADJ UNCH    2 0
 BE0307
 BE0307.Superseded values are not recommended for survey control.
 BE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0307.See file dsdata.txt to determine how the superseded data were derived.
 BE0307
 BE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV784080(NAD 83)
 BE0307_MARKER: DD = SURVEY DISK
 BE0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0307_STAMPING: 11 JWM 1951 115
 BE0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0307+STABILITY: SURFACE MOTION
 BE0307
 BE0307  HISTORY     - Date     Condition        Report By
 BE0307  HISTORY     - 1951     MONUMENTED       USGS
 BE0307  HISTORY     - 1960     GOOD             NGS
 BE0307  HISTORY     - 19910423 GOOD             USPSQD
 BE0307  HISTORY     - 19970715 MARK NOT FOUND   USPSQD
 BE0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0307  HISTORY     - 20050524 MARK NOT FOUND   SESMC
 BE0307
 BE0307                          STATION DESCRIPTION
 BE0307
 BE0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0307'6.4 MI NE FROM MARIANNA.
 BE0307'1.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 BE0307'MARIANNA, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 71, THENCE
 BE0307'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 164, AT A JUNCTION WITH
 BE0307'A NORTH AND SOUTH GRADED DIRT ROAD, AT A JUNCTION WITH STATE
 BE0307'HIGHWAY 164A, 47 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BE0307'164, 28 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY
 BE0307'164A, 27 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 4.5 FEET
 BE0307'SOUTH SOUTHWEST OF A FENCE CORNER, 2.5 FEET NORTH OF A POWER
 BE0307'POLE, 1.2 FEET EAST OF A STEEL WITNESS POST, SET IN THE TOP
 BE0307'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BE0307
 BE0307                          STATION RECOVERY (1991)
 BE0307
 BE0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0307'RECOVERED IN GOOD CONDITION.
 BE0307
 BE0307                          STATION RECOVERY (1997)
 BE0307
 BE0307'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0307'MARK NOT FOUND.
 BE0307
 BE0307                          STATION RECOVERY (2001)
 BE0307
 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0307
 BE0307                          STATION RECOVERY (2001)
 BE0307
 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0307
 BE0307                          STATION RECOVERY (2001)
 BE0307
 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0307
 BE0307                          STATION RECOVERY (2001)
 BE0307
 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0307
 BE0307                          STATION RECOVERY (2001)
 BE0307
 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0307
 BE0307                          STATION RECOVERY (2001)
 BE0307
 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0307
 BE0307                          STATION RECOVERY (2005)
 BE0307
 BE0307'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2005 (SFS)
 BE0307'FOUND OLD WITNESS POST WITH SIGN STILL ATTACHED LYING DOWN IN BUSHES
 BE0307'IN VICINITY OF MARK LOCATION. MARK WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9822 ***********************************************************************
 AC9822  DESIGNATION -  11 RJN
 AC9822  PID         -  AC9822
 AC9822  STATE/COUNTY-  FL/PUTNAM
 AC9822  USGS QUAD   -  SATSUMA (1980)
 AC9822
 AC9822                         *CURRENT SURVEY CONTROL
 AC9822  ___________________________________________________________________
 AC9822* NAD 83(1986)-  29 34 54.     (N)    081 43 03.     (W)     SCALED    
 AC9822* NAVD 88     -         7.753  (meters)      25.44   (feet)  ADJUSTED  
 AC9822  ___________________________________________________________________
 AC9822  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AC9822  DYNAMIC HT  -           7.742 (meters)      25.40  (feet)  COMP
 AC9822  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AC9822
 AC9822  VERT ORDER  -  SECOND    CLASS I
 AC9822
 AC9822.The horizontal coordinates were scaled from a topographic map and have
 AC9822.an estimated accuracy of +/- 6 seconds.
 AC9822
 AC9822.The orthometric height was determined by differential leveling
 AC9822.and adjusted by the National Geodetic Survey in September 1997..
 AC9822
 AC9822.Photographs are available for this station.
 AC9822
 AC9822.The geoid height was determined by GEOID03.
 AC9822
 AC9822.The dynamic height is computed by dividing the NAVD 88
 AC9822.geopotential number by the normal gravity value computed on the
 AC9822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9822.degrees latitude (g = 980.6199 gals.).
 AC9822
 AC9822.The modeled gravity was interpolated from observed gravity values.
 AC9822
 AC9822;                    North         East    Units  Estimated Accuracy
 AC9822;SPC FL E     -   581,710.      130,490.      MT  (+/- 180 meters Scaled)
 AC9822
 AC9822                          SUPERSEDED SURVEY CONTROL
 AC9822
 AC9822.No superseded survey control is available for this station.
 AC9822
 AC9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN305726(NAD 83)
 AC9822_MARKER: DB = BENCH MARK DISK
 AC9822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9822_SP_SET: HEADWALL
 AC9822_STAMPING: 11 RJN 1967
 AC9822_MARK LOGO: USGS  
 AC9822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9822+STABILITY: SURFACE MOTION
 AC9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9822+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9822
 AC9822  HISTORY     - Date     Condition        Report By
 AC9822  HISTORY     - 1967     MONUMENTED       USGS
 AC9822  HISTORY     - 19960807 GOOD             FLDEP
 AC9822  HISTORY     - 20040721 GOOD             FLDEP
 AC9822
 AC9822                          STATION DESCRIPTION
 AC9822
 AC9822'DESCRIBED BY FL DEPT OF ENV PRO 1996 (DEP)
 AC9822'THE MARK IS ABOUT 15.4 MI (24.8 KM) NORTH OF SALT SPRINGS, 8.6 MI
 AC9822'(13.8 KM) SOUTHWEST OF PALATKA IN SECTION 32, TOWNSHIP 10 SOUTH, RANGE
 AC9822'26 EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S.
 AC9822'HIGHWAY 17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17
 AC9822'(REID STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 AC9822'STATE ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO
 AC9822'NORTHWEST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19,
 AC9822'TURN LEFT ON STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 6.4 MI (10.3 KM)
 AC9822'TO THE MARK ON THE LEFT SET IN THE CONCRETE CULVERT HEADWALL, 3.0 FT
 AC9822'(0.9 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 108.0 FT (32.9 M)
 AC9822'NORTH OF A POWER POLE WITH A STREET LIGHT ATTACHED, 68.0 FT (20.7 M)
 AC9822'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL DRIVEWAY TO
 AC9822'A PRIVATE RESIDENCE, 41.4 FT (12.6 M) NORTH-NORTHWEST OF A FARM WIRE
 AC9822'FENCE CORNER, 31.3 FT (9.5 M) EAST-SOUTHEAST OF THE APPROXIMATE
 AC9822'CENTERLINE OF STATE ROAD 19 AND 15.0 FT (4.6 M) NORTH OF THE SOUTH END
 AC9822'OF THE CULVERT.
 AC9822
 AC9822                          STATION RECOVERY (2004)
 AC9822
 AC9822'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9822'RECOVERED IN GOOD CONDITION.
 AC9822' 
 AC9822'NOTE GRAVEL DRIVEWAY LOCATED AT 1505 STATE ROAD 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2395 ***********************************************************************
 AK2395  DESIGNATION -  110 AZ
 AK2395  PID         -  AK2395
 AK2395  STATE/COUNTY-  FL/BREVARD
 AK2395  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2395
 AK2395                         *CURRENT SURVEY CONTROL
 AK2395  ___________________________________________________________________
 AK2395* NAD 83(1986)-  28 27 18.     (N)    080 35 12.     (W)     SCALED    
 AK2395* NAVD 88     -         2.263  (meters)       7.42   (feet)  ADJUSTED  
 AK2395  ___________________________________________________________________
 AK2395  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2395  DYNAMIC HT  -           2.260 (meters)       7.41  (feet)  COMP
 AK2395  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 AK2395
 AK2395  VERT ORDER  -  FIRST     CLASS II
 AK2395
 AK2395.The horizontal coordinates were scaled from a topographic map and have
 AK2395.an estimated accuracy of +/- 6 seconds.
 AK2395
 AK2395.The orthometric height was determined by differential leveling
 AK2395.and adjusted by the National Geodetic Survey in June 1991..
 AK2395
 AK2395.The geoid height was determined by GEOID03.
 AK2395
 AK2395.The dynamic height is computed by dividing the NAVD 88
 AK2395.geopotential number by the normal gravity value computed on the
 AK2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2395.degrees latitude (g = 980.6199 gals.).
 AK2395
 AK2395.The modeled gravity was interpolated from observed gravity values.
 AK2395
 AK2395;                    North         East    Units  Estimated Accuracy
 AK2395;SPC FL E     -   456,700.      240,480.      MT  (+/- 180 meters Scaled)
 AK2395
 AK2395                          SUPERSEDED SURVEY CONTROL
 AK2395
 AK2395  NGVD 29 (??/??/92)    2.643  (m)            8.67   (f) ADJ UNCH    1 2
 AK2395
 AK2395.Superseded values are not recommended for survey control.
 AK2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2395.See file dsdata.txt to determine how the superseded data were derived.
 AK2395
 AK2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM404476(NAD 83)
 AK2395_MARKER: DZ = AZIMUTH MARK DISK
 AK2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2395_STAMPING: PAA 1965 110 AZ
 AK2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2395+STABILITY: SURFACE MOTION
 AK2395
 AK2395  HISTORY     - Date     Condition        Report By
 AK2395  HISTORY     - 1965     MONUMENTED       PANAM
 AK2395  HISTORY     - 1966     GOOD             NGS
 AK2395
 AK2395                          STATION DESCRIPTION
 AK2395
 AK2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK2395'AT CAPE KENNEDY.
 AK2395'THE MARK IS 49 FEET NORTHWEST OF CENTER OF INTERSECTION OF PAVED
 AK2395'AND GRAVELED ROADS AND 17 FEET NORTH OF THE CENTERLINE OF A
 AK2395'PAVED ROAD.  THE DISK IS SET IN A 6 INCH SQUARE CONCRETE POST
 AK2395'THAT IS FLUSH WITH THE SURFACE.  TO REACH FROM THE CENTRAL CONTROL
 AK2395'BUILDING, GO SOUTH ON THE CAPE ROAD FOR 2.8 MILES TO SIDE ROAD
 AK2395'LEFT TURN LEFT FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0008 ***********************************************************************
 AL0008  DESIGNATION -  110 FLHD
 AL0008  PID         -  AL0008
 AL0008  STATE/COUNTY-  FL/PINELLAS
 AL0008  USGS QUAD   -  DUNEDIN (1987)
 AL0008
 AL0008                         *CURRENT SURVEY CONTROL
 AL0008  ___________________________________________________________________
 AL0008* NAD 83(1986)-  28 02 07.     (N)    082 47 11.     (W)     SCALED    
 AL0008* NAVD 88     -         1.892  (meters)       6.21   (feet)  ADJUSTED  
 AL0008  ___________________________________________________________________
 AL0008  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AL0008  DYNAMIC HT  -           1.889 (meters)       6.20  (feet)  COMP
 AL0008  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AL0008
 AL0008  VERT ORDER  -  SECOND    CLASS II
 AL0008
 AL0008.The horizontal coordinates were scaled from a topographic map and have
 AL0008.an estimated accuracy of +/- 6 seconds.
 AL0008
 AL0008.The orthometric height was determined by differential leveling
 AL0008.and adjusted by the National Geodetic Survey in June 1991..
 AL0008
 AL0008.The geoid height was determined by GEOID03.
 AL0008
 AL0008.The dynamic height is computed by dividing the NAVD 88
 AL0008.geopotential number by the normal gravity value computed on the
 AL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0008.degrees latitude (g = 980.6199 gals.).
 AL0008
 AL0008.The modeled gravity was interpolated from observed gravity values.
 AL0008
 AL0008;                    North         East    Units  Estimated Accuracy
 AL0008;SPC FL W     -   410,370.      122,680.      MT  (+/- 180 meters Scaled)
 AL0008
 AL0008                          SUPERSEDED SURVEY CONTROL
 AL0008
 AL0008  NGVD 29 (??/??/92)    2.152  (m)            7.06   (f) ADJ UNCH    2 2
 AL0008
 AL0008.Superseded values are not recommended for survey control.
 AL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0008.See file dsdata.txt to determine how the superseded data were derived.
 AL0008
 AL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM243023(NAD 83)
 AL0008_MARKER: DD = SURVEY DISK
 AL0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0008_SP_SET: INLET
 AL0008_STAMPING: 110 SRD
 AL0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0008
 AL0008  HISTORY     - Date     Condition        Report By
 AL0008  HISTORY     - UNK      MONUMENTED       FLHD
 AL0008  HISTORY     - 1975     GOOD             FLDT
 AL0008  HISTORY     - 1983     GOOD             USPSQD
 AL0008  HISTORY     - 1989     GOOD             USPSQD
 AL0008
 AL0008                          STATION DESCRIPTION
 AL0008
 AL0008'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0008'AT NW DUNEDIN.
 AL0008'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0008'S-586, (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 1.10
 AL0008'MILE.  STATION ON LEFT, 150 FT. SE OF THE CENTERLINE OF THE
 AL0008'INTERSECTION OF PASADENA DR. AND BAYSHORE BLVD. (U.S. ALT. 19),
 AL0008'20.5 FT. E. OF CENTERLINE OF BAYSHORE BLVD.  SET IN TOP OF
 AL0008'INLET.  SECTION 22, T 28 S, R 15 E.
 AL0008
 AL0008                          STATION RECOVERY (1983)
 AL0008
 AL0008'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0008'RECOVERED IN GOOD CONDITION.
 AL0008
 AL0008                          STATION RECOVERY (1989)
 AL0008
 AL0008'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7037 ***********************************************************************
 AG7037  DESIGNATION -  111 C OF SP
 AG7037  PID         -  AG7037
 AG7037  STATE/COUNTY-  FL/PINELLAS
 AG7037  USGS QUAD   -  ST PETERSBURG (1987)
 AG7037
 AG7037                         *CURRENT SURVEY CONTROL
 AG7037  ___________________________________________________________________
 AG7037* NAD 83(1986)-  27 46 39.     (N)    082 39 45.     (W)     SCALED    
 AG7037* NAVD 88     -        14.934  (meters)      49.00   (feet)  ADJUSTED  
 AG7037  ___________________________________________________________________
 AG7037  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7037  DYNAMIC HT  -          14.912 (meters)      48.92  (feet)  COMP
 AG7037  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 AG7037
 AG7037  VERT ORDER  -  SECOND    CLASS II
 AG7037
 AG7037.The horizontal coordinates were scaled from a topographic map and have
 AG7037.an estimated accuracy of +/- 6 seconds.
 AG7037
 AG7037.The orthometric height was determined by differential leveling
 AG7037.and adjusted by the National Geodetic Survey in June 1991..
 AG7037
 AG7037.The geoid height was determined by GEOID03.
 AG7037
 AG7037.The dynamic height is computed by dividing the NAVD 88
 AG7037.geopotential number by the normal gravity value computed on the
 AG7037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7037.degrees latitude (g = 980.6199 gals.).
 AG7037
 AG7037.The modeled gravity was interpolated from observed gravity values.
 AG7037
 AG7037;                    North         East    Units  Estimated Accuracy
 AG7037;SPC FL W     -   381,730.      134,710.      MT  (+/- 180 meters Scaled)
 AG7037
 AG7037                          SUPERSEDED SURVEY CONTROL
 AG7037
 AG7037  NGVD 29 (??/??/92)   15.202  (m)           49.88   (f) ADJ UNCH    2 2
 AG7037
 AG7037.Superseded values are not recommended for survey control.
 AG7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7037.See file dsdata.txt to determine how the superseded data were derived.
 AG7037
 AG7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361736(NAD 83)
 AG7037_MARKER: DB = BENCH MARK DISK
 AG7037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7037_SP_SET: CONCRETE POST
 AG7037_PROJECTION: FLUSH
 AG7037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7037+STABILITY: SURFACE MOTION
 AG7037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7037+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004
 AG7037
 AG7037  HISTORY     - Date     Condition        Report By
 AG7037  HISTORY     - UNK      MONUMENTED       FL2730
 AG7037  HISTORY     - 1977     GOOD             FL-103
 AG7037  HISTORY     - 20040116 GOOD             USPSQD
 AG7037
 AG7037                          STATION DESCRIPTION
 AG7037
 AG7037'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7037'IN ST PETERSBURG.
 AG7037'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7037'SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 1.50 MILES TO THE
 AG7037'INTERSECTION OF 22ND ST. N. STATION ON RIGHT, N.E. CORNER, 38.3 FT.
 AG7037'NORTH OF THE CENTERLINE OF 5TH AVE. N., 37.2 FT. EAST OF THE
 AG7037'CENTERLINE OF 22ND ST. N., 57.4 FT. E.S.E. OF A WOOD POWER
 AG7037'TRANSMISSION AND LIGHT POLE NUMBER BFE-67, 17.8 FT. EAST OF A CONCRETE
 AG7037'SIGNAL AND LIGHT POLE NO NUMBER, 67.8 FT. W.S.W. OF THE S.W. CORNER
 AG7037'OF A ONE STORY FRAME HOUSE 2183 5TH AVE. N., 19.0 FT. N.E. OF A WATER
 AG7037'VALVE THAT IS FLUSH WITH THE ROAD. SET IN THE TOP OF A CONCRETE POST
 AG7037'THAT IS FLUSH WITH THE GROUND.
 AG7037
 AG7037                          STATION RECOVERY (2004)
 AG7037
 AG7037'RECOVERY NOTE BY US POWER SQUADRON 2004 (SGR)
 AG7037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0003 ***********************************************************************
 AL0003  DESIGNATION -  111 FLHD
 AL0003  PID         -  AL0003
 AL0003  STATE/COUNTY-  FL/PINELLAS
 AL0003  USGS QUAD   -  DUNEDIN (1987)
 AL0003
 AL0003                         *CURRENT SURVEY CONTROL
 AL0003  ___________________________________________________________________
 AL0003* NAD 83(1986)-  28 01 55.     (N)    082 47 17.     (W)     SCALED    
 AL0003* NAVD 88     -         2.322  (meters)       7.62   (feet)  ADJUSTED  
 AL0003  ___________________________________________________________________
 AL0003  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AL0003  DYNAMIC HT  -           2.318 (meters)       7.61  (feet)  COMP
 AL0003  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AL0003
 AL0003  VERT ORDER  -  SECOND    CLASS II
 AL0003
 AL0003.The horizontal coordinates were scaled from a topographic map and have
 AL0003.an estimated accuracy of +/- 6 seconds.
 AL0003
 AL0003.The orthometric height was determined by differential leveling
 AL0003.and adjusted by the National Geodetic Survey in June 1991..
 AL0003
 AL0003.The geoid height was determined by GEOID03.
 AL0003
 AL0003.The dynamic height is computed by dividing the NAVD 88
 AL0003.geopotential number by the normal gravity value computed on the
 AL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0003.degrees latitude (g = 980.6199 gals.).
 AL0003
 AL0003.The modeled gravity was interpolated from observed gravity values.
 AL0003
 AL0003;                    North         East    Units  Estimated Accuracy
 AL0003;SPC FL W     -   410,000.      122,510.      MT  (+/- 180 meters Scaled)
 AL0003
 AL0003                          SUPERSEDED SURVEY CONTROL
 AL0003
 AL0003  NGVD 29 (??/??/92)    2.582  (m)            8.47   (f) ADJ UNCH    2 2
 AL0003
 AL0003.Superseded values are not recommended for survey control.
 AL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0003.See file dsdata.txt to determine how the superseded data were derived.
 AL0003
 AL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM242020(NAD 83)
 AL0003_MARKER: DD = SURVEY DISK
 AL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0003_STAMPING: 111 SRD
 AL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0003+STABILITY: SURFACE MOTION
 AL0003
 AL0003  HISTORY     - Date     Condition        Report By
 AL0003  HISTORY     - UNK      MONUMENTED       FLHD
 AL0003  HISTORY     - 1975     GOOD             FLDT
 AL0003  HISTORY     - 1983     GOOD             FLDT
 AL0003  HISTORY     - 1989     GOOD             USPSQD
 AL0003
 AL0003                          STATION DESCRIPTION
 AL0003
 AL0003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0003'AT NW DUNEDIN.
 AL0003'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0003'S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 1.35
 AL0003'MILE TO THE INTERSECTION OF CEVERA DR. AND BAYSHORE BLVD.
 AL0003'(U.S. ALT. 19).  STATION IS IN THE NE CORNER OF INTERSECTION,
 AL0003'20.5 FT. E. OF THE CENTERLINE OF BAYSHORE DR., 39 FT. N. OF THE
 AL0003'CENTERLINE OF CEVERA DR.  SET IN TOP OF INLET.  SECTION 22,
 AL0003'T 28 S, R 15 E.
 AL0003
 AL0003                          STATION RECOVERY (1983)
 AL0003
 AL0003'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AL0003'TO REACH STATION FROM THE INTERSECTION OF U.S. ATL. 19 AND S.R. S-586
 AL0003'(CURLEW RD.) , RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 1.35 MILES TO THE
 AL0003'INTERSECTION OF CEVERA DR. AND BAYSHORE BLVD. (U.S. ALT. 19). STATION
 AL0003'IS IN THE NORTHEAST CORNER OF INTERSECTION , 20.5 FT. OF THE
 AL0003'CENTERLINE OF BAYSHORE DR., 39 FT. NORTH OF THE CENTERLINE OF CEVERA
 AL0003'DR. SET IN TOP OF INLET.
 AL0003
 AL0003                          STATION RECOVERY (1989)
 AL0003
 AL0003'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5327 ***********************************************************************
 DG5327  DESIGNATION -  111 JAS
 DG5327  PID         -  DG5327
 DG5327  STATE/COUNTY-  FL/MARION
 DG5327  USGS QUAD   -  LAKE KERR (1994)
 DG5327
 DG5327                         *CURRENT SURVEY CONTROL
 DG5327  ___________________________________________________________________
 DG5327* NAD 83(1986)-  29 18 02.     (N)    081 49 29.     (W)     SCALED    
 DG5327* NAVD 88     -        26.774  (meters)      87.84   (feet)  ADJUSTED  
 DG5327  ___________________________________________________________________
 DG5327  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG5327  DYNAMIC HT  -          26.737 (meters)      87.72  (feet)  COMP
 DG5327  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 DG5327
 DG5327  VERT ORDER  -  SECOND    CLASS I
 DG5327
 DG5327.The horizontal coordinates were scaled from a topographic map and have
 DG5327.an estimated accuracy of +/- 6 seconds.
 DG5327
 DG5327.The orthometric height was determined by differential leveling
 DG5327.and adjusted by the National Geodetic Survey in August 2004..
 DG5327
 DG5327.The geoid height was determined by GEOID03.
 DG5327
 DG5327.The dynamic height is computed by dividing the NAVD 88
 DG5327.geopotential number by the normal gravity value computed on the
 DG5327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5327.degrees latitude (g = 980.6199 gals.).
 DG5327
 DG5327.The modeled gravity was interpolated from observed gravity values.
 DG5327
 DG5327;                    North         East    Units  Estimated Accuracy
 DG5327;SPC FL W     -   550,350.      217,030.      MT  (+/- 180 meters Scaled)
 DG5327
 DG5327                          SUPERSEDED SURVEY CONTROL
 DG5327
 DG5327.No superseded survey control is available for this station.
 DG5327
 DG5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN199415(NAD 83)
 DG5327_MARKER: DD = SURVEY DISK
 DG5327_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5327_STAMPING: 89 111 JAS 1966
 DG5327_MARK LOGO: USGS  
 DG5327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5327+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2000
 DG5327
 DG5327  HISTORY     - Date     Condition        Report By
 DG5327  HISTORY     - 1966     MONUMENTED       USGS
 DG5327  HISTORY     - 20000429 GOOD             FLDEP
 DG5327
 DG5327                          STATION DESCRIPTION
 DG5327
 DG5327'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5327'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF SALT SPRINGS, 15.8 MI
 DG5327'(25.4 KM) NORTHEAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION
 DG5327'6, TOWNSHIP 14 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE
 DG5327'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 DG5327'SALT SPRINGS, GO SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE
 DG5327'JUNCTION OF COUNTY ROAD 314 (NE HWY 314) ON THE RIGHT, BEAR RIGHT ON
 DG5327'COUNTY ROAD 314 AND GO SOUTHWEST FOR 6.35 MI (10.22 KM) TO THE
 DG5327'JUNCTION OF FOREST ROAD NUMBER 97 AND THE MARK ON THE LEFT, SET IN THE
 DG5327'TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE
 DG5327'POST RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 DG5327'(0.3 M) BELOW THE LEVEL OF COUNTY ROAD 314. LOCATED 52.6 FT (16.0 M)
 DG5327'SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 314, 36.0 FT (11.0
 DG5327'M) WEST OF THE APPROXIMATE CENTER OF FOREST ROAD AND 0.6 FT (18.3 CM)
 DG5327'NORTH OF A METAL WITNESS POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0554 ***********************************************************************
 AC0554  DESIGNATION -  11.10
 AC0554  PID         -  AC0554
 AC0554  STATE/COUNTY-  FL/COLLIER
 AC0554  USGS QUAD   -  MONROE STATION (1995)
 AC0554
 AC0554                         *CURRENT SURVEY CONTROL
 AC0554  ___________________________________________________________________
 AC0554* NAD 83(1999)-  25 51 12.75354(N)    081 00 04.23367(W)     ADJUSTED  
 AC0554* NAVD 88     -         2.942  (meters)       9.65   (feet)  ADJUSTED  
 AC0554  ___________________________________________________________________
 AC0554  X           -     898,348.882 (meters)                     COMP
 AC0554  Y           -  -5,672,705.193 (meters)                     COMP
 AC0554  Z           -   2,764,460.154 (meters)                     COMP
 AC0554  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AC0554  ELLIP HEIGHT-         -21.30  (meters)          (12/12/02) GPS OBS
 AC0554  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AC0554  DYNAMIC HT  -           2.937 (meters)       9.64  (feet)  COMP
 AC0554  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 AC0554
 AC0554  HORZ ORDER  -  FIRST
 AC0554  VERT ORDER  -  FIRST     CLASS I
 AC0554  ELLP ORDER  -  FOURTH    CLASS I
 AC0554
 AC0554.The horizontal coordinates were established by GPS observations
 AC0554.and adjusted by the National Geodetic Survey in December 2002..
 AC0554
 AC0554.The orthometric height was determined by differential leveling
 AC0554.and adjusted by the National Geodetic Survey in September 1992..
 AC0554
 AC0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0554
 AC0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0554
 AC0554.The ellipsoidal height was determined by GPS observations
 AC0554.and is referenced to NAD 83.
 AC0554
 AC0554.The geoid height was determined by GEOID03.
 AC0554
 AC0554.The dynamic height is computed by dividing the NAVD 88
 AC0554.geopotential number by the normal gravity value computed on the
 AC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0554.degrees latitude (g = 980.6199 gals.).
 AC0554
 AC0554.The modeled gravity was interpolated from observed gravity values.
 AC0554
 AC0554;                    North         East     Units Scale Factor Converg.
 AC0554;SPC FL E     -   168,390.250   199,882.121   MT  0.99994118   -0 00 01.8
 AC0554;SPC FL E     -   552,460.35    655,779.93   sFT  0.99994118   -0 00 01.8
 AC0554;UTM  17      - 2,859,464.778   499,882.161   MT  0.99960000   -0 00 01.8
 AC0554
 AC0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0554!SPC FL E     -   1.00000335  x   0.99994118  =   0.99994453
 AC0554!UTM  17      -   1.00000335  x   0.99960000  =   0.99960335
 AC0554
 AC0554:                Primary Azimuth Mark                     Grid Az
 AC0554:SPC FL E     -  W 527                                    094 47 46.5
 AC0554:UTM  17      -  W 527                                    094 47 46.5
 AC0554
 AC0554|---------------------------------------------------------------------|
 AC0554| PID    Reference Object                     Distance      Geod. Az  |
 AC0554|                                                           dddmmss.s |
 AC0554| AJ7750 W 527                               458.991 METERS 0944744.7 |
 AC0554|---------------------------------------------------------------------|
 AC0554
 AC0554                          SUPERSEDED SURVEY CONTROL
 AC0554
 AC0554  NAVD 88 (06/15/91)    2.942  (m)            9.65   (f) UNKNOWN     1 1
 AC0554  NGVD 29 (09/01/92)    3.385  (m)           11.11   (f) ADJUSTED    1 1
 AC0554
 AC0554.Superseded values are not recommended for survey control.
 AC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0554.See file dsdata.txt to determine how the superseded data were derived.
 AC0554
 AC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9988259465(NAD 83)
 AC0554_MARKER: DD = SURVEY DISK
 AC0554_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0554_SP_SET: BRIDGE WINGWALL
 AC0554_STAMPING: 11.10
 AC0554_MARK LOGO: FLDT  
 AC0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0554+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC0554
 AC0554  HISTORY     - Date     Condition        Report By
 AC0554  HISTORY     - UNK      MONUMENTED       FLDT
 AC0554  HISTORY     - 1965     GOOD             NGS
 AC0554  HISTORY     - 19920225 GOOD             NGS
 AC0554  HISTORY     - 19991231 GOOD             USPSQD
 AC0554  HISTORY     - 20010919 GOOD             LDBLS
 AC0554  HISTORY     - 2002     GOOD             MAPTEC
 AC0554
 AC0554                          STATION DESCRIPTION
 AC0554
 AC0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0554'6.2 MI E FROM MONROE STATION.
 AC0554'ABOUT 6.2 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0554'OF STATE HIGHWAY 94 AT MONROE STATION, SET IN THE TOP OF THE
 AC0554'SOUTHWEST WING WALL AT WEST END OF HIGHWAY BRIDGE NO. 102,
 AC0554'18.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AC0554'0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0554
 AC0554                          STATION RECOVERY (1992)
 AC0554
 AC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0554'74.0 KM (46.00 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0554'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH
 AC0554'END OF THE SOUTHWEST CONCRETE RETAINING WALL OF BRIDGE NUMBER 030102,
 AC0554'5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M
 AC0554'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0554
 AC0554                          STATION RECOVERY (1999)
 AC0554
 AC0554'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0554'RECOVERED IN GOOD CONDITION.
 AC0554
 AC0554                          STATION RECOVERY (2001)
 AC0554
 AC0554'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0554'THE MARK IS ABOUT 87.6 KM (54.44 MI) SOUTHEAST OF NAPLES, ABOUT 74.0
 AC0554'KM (46.00
 AC0554'MI) NORTHWEST OF WEST MIAMI, IN COLLIER COUNTY, FLORIDA. OWNERSHIP -
 AC0554'FLORIDA
 AC0554'DEPARTMENT OF TRANSPORTATION.
 AC0554' 
 AC0554'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0554'TRAIL) AND
 AC0554'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 43.7 KM
 AC0554'(21.17 MI)
 AC0554'TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 3.3
 AC0554'KM (2.03
 AC0554'MI) TO THE WEST END OF HIGHWAY BRIDGE NUMBER 030102 AND THE MARK ON
 AC0554'THE RIGHT,
 AC0554'ALSO FROM THE COLLIER-DADE COUNTY LINE GO NORTHWEST ON U.S. HIGHWAY 41
 AC0554'14.7 KM
 AC0554'(9.12 MI) TO THE MARK ON THE LEFT.
 AC0554' 
 AC0554'THE MARK IS 5.49 M (18.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0554'HIGHWAY 41,
 AC0554'0.27 M (0.9 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AC0554'WINGWALL),
 AC0554'0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A WINGWALL, 0.21 M (0.7
 AC0554'FT) EAST
 AC0554'OF THE WEST EDGE OF A WINGWALL, AND 0.24 M (0.8 FT) WEST OF THE EAST
 AC0554'EDGE OF A
 AC0554'WINGWALL, THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE
 AC0554'WINGWALL, ABOUT
 AC0554'0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0554'
 AC0554
 AC0554                          STATION RECOVERY (2002)
 AC0554
 AC0554'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0554'THE MARK IS ABOUT 87.6 KM (54.44 MI) SOUTHEAST OF NAPLES, ABOUT 74.0
 AC0554'KM (46.00
 AC0554'MI) NORTHWEST OF WEST MIAMI, IN COLLIER COUNTY, FLORIDA. OWNERSHIP -
 AC0554'FLORIDA
 AC0554'DEPARTMENT OF TRANSPORTATION.
 AC0554' 
 AC0554'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0554'TRAIL) AND
 AC0554'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 43.7 KM
 AC0554'(21.17 MI)
 AC0554'TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 3.3
 AC0554'KM (2.03
 AC0554'MI) TO THE WEST END OF HIGHWAY BRIDGE NUMBER 030102 AND THE MARK ON
 AC0554'THE RIGHT,
 AC0554'ALSO FROM THE COLLIER-DADE COUNTY LINE GO NORTHWEST ON U.S. HIGHWAY 41
 AC0554'14.7 KM
 AC0554'(9.12 MI) TO THE MARK ON THE LEFT.
 AC0554' 
 AC0554'THE MARK IS 5.49 M (18.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0554'HIGHWAY 41,
 AC0554'0.27 M (0.9 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AC0554'WINGWALL),
 AC0554'0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A WINGWALL, 0.21 M (0.7
 AC0554'FT) EAST
 AC0554'OF THE WEST EDGE OF A WINGWALL, AND 0.24 M (0.8 FT) WEST OF THE EAST
 AC0554'EDGE OF A
 AC0554'WINGWALL, THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE
 AC0554'WINGWALL, ABOUT
 AC0554'0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0554' 
 AC0554' 
 AC0554'STATION RECOVERY (2002)
 AC0554'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC0554'RECOVERED AS DESCRIBED.
 AC0554' 
 AC0554'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6286 ***********************************************************************
 AE6286  DESIGNATION -  1113 20
 AE6286  PID         -  AE6286
 AE6286  STATE/COUNTY-  FL/BREVARD
 AE6286  USGS QUAD   -  FELLSMERE SW (1970)
 AE6286
 AE6286                         *CURRENT SURVEY CONTROL
 AE6286  ___________________________________________________________________
 AE6286* NAD 83(1986)-  27 49 23.     (N)    080 44 24.     (W)     SCALED    
 AE6286* NAVD 88     -         9.150  (meters)      30.02   (feet)  ADJUSTED  
 AE6286  ___________________________________________________________________
 AE6286  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AE6286  DYNAMIC HT  -           9.137 (meters)      29.98  (feet)  COMP
 AE6286  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 AE6286
 AE6286  VERT ORDER  -  SECOND    CLASS I
 AE6286
 AE6286.The horizontal coordinates were scaled from a topographic map and have
 AE6286.an estimated accuracy of +/- 6 seconds.
 AE6286
 AE6286.The orthometric height was determined by differential leveling
 AE6286.and adjusted by the National Geodetic Survey in February 1998..
 AE6286
 AE6286.The geoid height was determined by GEOID03.
 AE6286
 AE6286.The dynamic height is computed by dividing the NAVD 88
 AE6286.geopotential number by the normal gravity value computed on the
 AE6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6286.degrees latitude (g = 980.6199 gals.).
 AE6286
 AE6286.The modeled gravity was interpolated from observed gravity values.
 AE6286
 AE6286;                    North         East    Units  Estimated Accuracy
 AE6286;SPC FL E     -   386,630.      225,610.      MT  (+/- 180 meters Scaled)
 AE6286
 AE6286                          SUPERSEDED SURVEY CONTROL
 AE6286
 AE6286.No superseded survey control is available for this station.
 AE6286
 AE6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL256776(NAD 83)
 AE6286_MARKER: DD = SURVEY DISK
 AE6286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6286_SP_SET: STEP
 AE6286_STAMPING: BM 1113-20
 AE6286_MARK LOGO: SJRWMD
 AE6286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6286+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AE6286
 AE6286  HISTORY     - Date     Condition        Report By
 AE6286  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6286  HISTORY     - 19950915 GOOD             FLDEP
 AE6286  HISTORY     - 20050120 GOOD             FL-009
 AE6286
 AE6286                          STATION DESCRIPTION
 AE6286
 AE6286'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6286'THE MARK IS ABOUT 16.0 MI (25.7 KM) SOUTHEAST OF KENANSVILLE IN
 AE6286'SECTION 32, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6286'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6286'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6286'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6286'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6286'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6286'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6286'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6286'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6286'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 4.4 MI (7.1
 AE6286'KM) TO THE MARK ON THE LEFT, AN SJRWMD ALUMINUM DISK SET ON THE TOP OF
 AE6286'A CONCRETE STEP OF THE RECORDING BUILDING OF S96C. LOCATED 43.0 FT
 AE6286'(13.1 M) NORTHEAST OF THE CENTER OF THE WEST GATE TO S96C, 32.7 FT
 AE6286'(10.0 M) NORTHWEST OF THE CENTER OF THE EAST GATE TO S96C, 11.6 FT
 AE6286'(3.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE RECORDIING BUILDING,
 AE6286'9.5 FT (2.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD
 AE6286'AND 2.5 FT (0.8 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE RECORDING
 AE6286'BUILDING. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER
 AE6286'MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6286
 AE6286                          STATION RECOVERY (2005)
 AE6286
 AE6286'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV)
 AE6286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6287 ***********************************************************************
 AE6287  DESIGNATION -  1114 20
 AE6287  PID         -  AE6287
 AE6287  STATE/COUNTY-  FL/INDIAN RIVER
 AE6287  USGS QUAD   -  FELLSMERE SW (1970)
 AE6287
 AE6287                         *CURRENT SURVEY CONTROL
 AE6287  ___________________________________________________________________
 AE6287* NAD 83(1986)-  27 49 23.     (N)    080 44 24.     (W)     SCALED    
 AE6287* NAVD 88     -        10.006  (meters)      32.83   (feet)  ADJUSTED  
 AE6287  ___________________________________________________________________
 AE6287  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AE6287  DYNAMIC HT  -           9.991 (meters)      32.78  (feet)  COMP
 AE6287  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 AE6287
 AE6287  VERT ORDER  -  SECOND    CLASS I
 AE6287
 AE6287.The horizontal coordinates were scaled from a topographic map and have
 AE6287.an estimated accuracy of +/- 6 seconds.
 AE6287
 AE6287.The orthometric height was determined by differential leveling
 AE6287.and adjusted by the National Geodetic Survey in February 1998..
 AE6287
 AE6287.The geoid height was determined by GEOID03.
 AE6287
 AE6287.The dynamic height is computed by dividing the NAVD 88
 AE6287.geopotential number by the normal gravity value computed on the
 AE6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6287.degrees latitude (g = 980.6199 gals.).
 AE6287
 AE6287.The modeled gravity was interpolated from observed gravity values.
 AE6287
 AE6287;                    North         East    Units  Estimated Accuracy
 AE6287;SPC FL E     -   386,630.      225,610.      MT  (+/- 180 meters Scaled)
 AE6287
 AE6287                          SUPERSEDED SURVEY CONTROL
 AE6287
 AE6287.No superseded survey control is available for this station.
 AE6287
 AE6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL256776(NAD 83)
 AE6287_MARKER: DD = SURVEY DISK
 AE6287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6287_SP_SET: STEP
 AE6287_STAMPING: BM 1114-20
 AE6287_MARK LOGO: SJRWMD
 AE6287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6287+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AE6287
 AE6287  HISTORY     - Date     Condition        Report By
 AE6287  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6287  HISTORY     - 19951116 GOOD             FLDEP
 AE6287  HISTORY     - 20050120 GOOD             FL-009
 AE6287
 AE6287                          STATION DESCRIPTION
 AE6287
 AE6287'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6287'THE MARK IS ABOUT 16.3 MI (26.2 KM) SOUTHEAST OF KENANSVILLE IN THE
 AE6287'NORTH END OF THE STEP AT THE RECORDING BUILDING OF STRUCTURE 96 B IN
 AE6287'SECTION 4, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6287'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6287'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT, TURN RIGHT
 AE6287'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AE6287'TO A 90 DEGREE TURN WEST (SOUTH CAROLINE AVENUE), TURN LEFT ON COUNTY
 AE6287'ROAD 507 AND GO WEST FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN NORTH
 AE6287'(138TH AVENUE), TURN RIGHT ON COUNTY ROAD 507 AND GO NORTH FOR 3.4 MI
 AE6287'(5.5 KM) TO THE INTERSECTION OF CANAL 54 UNDERPASS, CONTINUE NORTH ON
 AE6287'COUNTY ROAD 507 FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A SAND ROAD
 AE6287'ON THE NORTH SIDE OF CANAL 54, TURN LEFT ON THE SAND ROAD AND GO WEST
 AE6287'FOR 6.2 MI (10.0 KM) TO STRUCTURE 96 ON THE LEFT, CONTINUE NORTHERLY
 AE6287'THEN WEST ON THE SAND ROAD (LEVEE 74) FOR 0.1 MI (0.2 KM) TO THE
 AE6287'JUNCTION OF LEVEE 74 WEST, TURN LEFT ON LEVEE 74 WEST AND GO WEST FOR
 AE6287'2.05 MI (3.30 KM) TO THE EAST GATE TO STURCTURE 96 B AND THE MARK, SET
 AE6287'FLUSH IN THE TOP OF THE RECORDING BUILDING STEP. LOCATED 25.0 FT (7.6
 AE6287'M) WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 8.3 FT (2.5 M)
 AE6287'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 7.5 FT (2.3 M)
 AE6287'SOUTHWEST OF A METAL LIGHT POLE, 6.0 FT (1.8 M) SOUTH OF THE NORTHEAST
 AE6287'CORNER OF THE BUILDING AND 1.3 FT (0.4 M) EAST OF THE EAST FACE OF THE
 AE6287'BUILDING. NOTE FOR KEY CONTRACT TOMMY WATERS, ST.  JOHN WATER
 AE6287'MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277
 AE6287
 AE6287                          STATION RECOVERY (2005)
 AE6287
 AE6287'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV)
 AE6287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK3007 ***********************************************************************
 AK3007  DESIGNATION -  11.145
 AK3007  PID         -  AK3007
 AK3007  STATE/COUNTY-  FL/BREVARD
 AK3007  USGS QUAD   -  TROPIC (1988)
 AK3007
 AK3007                         *CURRENT SURVEY CONTROL
 AK3007  ___________________________________________________________________
 AK3007* NAD 83(1986)-  28 07 55.     (N)    080 37 12.     (W)     SCALED    
 AK3007* NAVD 88     -         2.960  (meters)       9.71   (feet)  ADJUSTED  
 AK3007  ___________________________________________________________________
 AK3007  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK3007  DYNAMIC HT  -           2.955 (meters)       9.69  (feet)  COMP
 AK3007  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AK3007
 AK3007  VERT ORDER  -  FIRST     CLASS I
 AK3007
 AK3007.The horizontal coordinates were scaled from a topographic map and have
 AK3007.an estimated accuracy of +/- 6 seconds.
 AK3007
 AK3007.The orthometric height was determined by differential leveling
 AK3007.and adjusted by the National Geodetic Survey in June 1991..
 AK3007
 AK3007.The geoid height was determined by GEOID03.
 AK3007
 AK3007.The dynamic height is computed by dividing the NAVD 88
 AK3007.geopotential number by the normal gravity value computed on the
 AK3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK3007.degrees latitude (g = 980.6199 gals.).
 AK3007
 AK3007.The modeled gravity was interpolated from observed gravity values.
 AK3007
 AK3007;                    North         East    Units  Estimated Accuracy
 AK3007;SPC FL E     -   420,890.      237,330.      MT  (+/- 180 meters Scaled)
 AK3007
 AK3007                          SUPERSEDED SURVEY CONTROL
 AK3007
 AK3007  NGVD 29 (??/??/92)    3.392  (m)           11.13   (f) ADJ UNCH    1 1
 AK3007
 AK3007.Superseded values are not recommended for survey control.
 AK3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3007.See file dsdata.txt to determine how the superseded data were derived.
 AK3007
 AK3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM373118(NAD 83)
 AK3007_MARKER: DD = SURVEY DISK
 AK3007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK3007_SP_SET: BRIDGE ABUTMENT
 AK3007_STAMPING: 11.145
 AK3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK3007
 AK3007  HISTORY     - Date     Condition        Report By
 AK3007  HISTORY     - UNK      MONUMENTED       FLDT
 AK3007  HISTORY     - 1965     GOOD             NGS
 AK3007  HISTORY     - 1971     GOOD             NGS
 AK3007  HISTORY     - 1987     GOOD             USPSQD
 AK3007  HISTORY     - 19910425 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 19970409 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 20031119 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 AK3007
 AK3007                          STATION DESCRIPTION
 AK3007
 AK3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK3007'0.8 MI E FROM EAU GALLIE.
 AK3007'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK3007'OF U.S. HIGHWAY 1 AT EAU GALLIE, SET IN THE TOP OF THE SOUTH
 AK3007'END OF THE WEST ABUTMENT OF THE WEST ONE OF TWO BRIDGES OVER
 AK3007'THE INDIAN RIVER, 16.5 FEET SOUTH OF THE CENTER LINE OF THE
 AK3007'HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IN
 AK3007'SECTION 15, R 37 E, T 27 S.
 AK3007
 AK3007                          STATION RECOVERY (1971)
 AK3007
 AK3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK3007'RECOVERED IN GOOD CONDITION.
 AK3007
 AK3007                          STATION RECOVERY (1987)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK3007'RECOVERED IN GOOD CONDITION.
 AK3007
 AK3007                          STATION RECOVERY (1991)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK3007'MARK NOT FOUND.
 AK3007
 AK3007                          STATION RECOVERY (1997)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK3007'MARK NOT FOUND.
 AK3007
 AK3007                          STATION RECOVERY (2002)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK3007'THE SECTION OF ABUTMENT DESCRIBED HAS BEEN CHANGE BY ADDING A NEW
 AK3007'RAILING AND A ONCRETE SAFETY BARRIER.  APPEARS MARKER WAS DESTROYED
 AK3007'DURING RECONSTRUCTION.
 AK3007
 AK3007                          STATION RECOVERY (2003)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK3007'MARK NOT FOUND.
 AK3007
 AK3007                          STATION RECOVERY (2003)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK3007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6278 ***********************************************************************
 AE6278  DESIGNATION -  1115 20
 AE6278  PID         -  AE6278
 AE6278  STATE/COUNTY-  FL/INDIAN RIVER
 AE6278  USGS QUAD   -  FELLSMERE SW (1970)
 AE6278
 AE6278                         *CURRENT SURVEY CONTROL
 AE6278  ___________________________________________________________________
 AE6278* NAD 83(1986)-  27 46 37.     (N)    080 42 29.     (W)     SCALED    
 AE6278* NAVD 88     -         8.934  (meters)      29.31   (feet)  ADJUSTED  
 AE6278  ___________________________________________________________________
 AE6278  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AE6278  DYNAMIC HT  -           8.921 (meters)      29.27  (feet)  COMP
 AE6278  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AE6278
 AE6278  VERT ORDER  -  SECOND    CLASS I
 AE6278
 AE6278.The horizontal coordinates were scaled from a topographic map and have
 AE6278.an estimated accuracy of +/- 6 seconds.
 AE6278
 AE6278.The orthometric height was determined by differential leveling
 AE6278.and adjusted by the National Geodetic Survey in February 1998..
 AE6278
 AE6278.The geoid height was determined by GEOID03.
 AE6278
 AE6278.The dynamic height is computed by dividing the NAVD 88
 AE6278.geopotential number by the normal gravity value computed on the
 AE6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6278.degrees latitude (g = 980.6199 gals.).
 AE6278
 AE6278.The modeled gravity was interpolated from observed gravity values.
 AE6278
 AE6278;                    North         East    Units  Estimated Accuracy
 AE6278;SPC FL E     -   381,530.      228,770.      MT  (+/- 180 meters Scaled)
 AE6278
 AE6278                          SUPERSEDED SURVEY CONTROL
 AE6278
 AE6278.No superseded survey control is available for this station.
 AE6278
 AE6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL287725(NAD 83)
 AE6278_MARKER: DD = SURVEY DISK
 AE6278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE6278_SP_SET: FLOOD CONTROL STRUCTURE
 AE6278_STAMPING: BM 1115 20
 AE6278_MARK LOGO: SJRWMD
 AE6278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6278+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 AE6278
 AE6278  HISTORY     - Date     Condition        Report By
 AE6278  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6278  HISTORY     - 19950920 GOOD             FLDEP
 AE6278
 AE6278                          STATION DESCRIPTION
 AE6278
 AE6278'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6278'THE MARK IS ABOUT 6.6 MI (10.6 KM) WEST OF FELLSMERE IN ESTIMATED
 AE6278'SECTION 22, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6278'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6278'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE
 AE6278'RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH
 AE6278'FOR 0.4 MI (0.6 KM) TO A STOP SIGN (SOUTH CAROLINA AVENUE), TURN LEFT
 AE6278'ON COUNTY ROAD 507 (SOUTH CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6
 AE6278'KM) TO A 90 DEGREE TURN TO THE RIGHT (138TH AVENUE), TURN RIGHT ON
 AE6278'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.35 MI (5.39 KM) TO
 AE6278'THE BRIDGE OVER CANAL C 54, CONTINUE NORTH ON COUNTY ROAD 507 (138TH
 AE6278'AVENUE) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A GRADED ROAD AND
 AE6278'A LOCKED GATE ON THE LEFT, TURN LEFT ON THE GRADED ROAD (PASSING
 AE6278'THROUGH THE LOCKED GATE) AND GO WEST FOR 6.15 MI (9.90 KM) TO A FLOOD
 AE6278'CONTROL CONTROL STRUCTURE S 96 ON THE LEFT, TURN LEFT AND CROSSING THE
 AE6278'FLOOD CONTROL STRUCTURE S 96 GO SOUTH TO A LOCKED GATE, PASSING
 AE6278'THROUGH THE LOCKED GATE TO THE PUBLIC BOAT RAMP AND A LOCKED GATE,
 AE6278'PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH FOR 3.2 MI (5.1 KM) TO
 AE6278'STRUCTURE S 259 AND THE MARK ON THE LEFT SET FLUSH IN THE NORTHEAST
 AE6278'CORNER OF STRUCTURE S 259. LOCATED 15.1 FT (4.6 M) EAST OF THE
 AE6278'APPROXIMATE CENTERLINE OF THE DIRT ROAD ON TOP OF THE LEVEE, 3.3 FT
 AE6278'(1.0 M) EAST OF A METAL GUARDRAIL AND 0.5 FT (15.2 CM) SOUTH OF THE
 AE6278'NORTHEAST CORNER OF THE STRUCTURE. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6278'ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6278'329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6275 ***********************************************************************
 AE6275  DESIGNATION -  1116 20
 AE6275  PID         -  AE6275
 AE6275  STATE/COUNTY-  FL/INDIAN RIVER
 AE6275  USGS QUAD   -  FELLSMERE SW (1970)
 AE6275
 AE6275                         *CURRENT SURVEY CONTROL
 AE6275  ___________________________________________________________________
 AE6275* NAD 83(1986)-  27 45 29.     (N)    080 42 30.     (W)     SCALED    
 AE6275* NAVD 88     -         7.875  (meters)      25.84   (feet)  ADJUSTED  
 AE6275  ___________________________________________________________________
 AE6275  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AE6275  DYNAMIC HT  -           7.863 (meters)      25.80  (feet)  COMP
 AE6275  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 AE6275
 AE6275  VERT ORDER  -  SECOND    CLASS I
 AE6275
 AE6275.The horizontal coordinates were scaled from a topographic map and have
 AE6275.an estimated accuracy of +/- 6 seconds.
 AE6275
 AE6275.The orthometric height was determined by differential leveling
 AE6275.and adjusted by the National Geodetic Survey in February 1998..
 AE6275
 AE6275.The geoid height was determined by GEOID03.
 AE6275
 AE6275.The dynamic height is computed by dividing the NAVD 88
 AE6275.geopotential number by the normal gravity value computed on the
 AE6275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6275.degrees latitude (g = 980.6199 gals.).
 AE6275
 AE6275.The modeled gravity was interpolated from observed gravity values.
 AE6275
 AE6275;                    North         East    Units  Estimated Accuracy
 AE6275;SPC FL E     -   379,430.      228,750.      MT  (+/- 180 meters Scaled)
 AE6275
 AE6275                          SUPERSEDED SURVEY CONTROL
 AE6275
 AE6275.No superseded survey control is available for this station.
 AE6275
 AE6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL287704(NAD 83)
 AE6275_MARKER: DD = SURVEY DISK
 AE6275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE6275_SP_SET: FLOOD CONTROL STRUCTURE
 AE6275_STAMPING: BM 1116-20
 AE6275_MARK LOGO: SJRWMD
 AE6275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6275+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 AE6275
 AE6275  HISTORY     - Date     Condition        Report By
 AE6275  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6275  HISTORY     - 19950920 GOOD             FLDEP
 AE6275
 AE6275                          STATION DESCRIPTION
 AE6275
 AE6275'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6275'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF FELLSMERE IN ESTIMATED
 AE6275'SECTION 27, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6275'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6275'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE
 AE6275'RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH
 AE6275'FOR 0.4 MI (0.6 KM) TO A STOP SIGN (SOUTH CAROLINA AVENUE), TURN LEFT
 AE6275'ON COUNTY ROAD 507 (SOUTH CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6
 AE6275'KM) TO A 90 DEGREE TURN TO THE RIGHT (138TH AVENUE), TURN RIGHT ON
 AE6275'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.35 MI (5.39 KM) TO
 AE6275'THE BRIDGE OVER CANAL C 54, CONTINUE NORTH ON COUNTY ROAD 507 (138TH
 AE6275'AVENUE) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A GRADED ROAD AND
 AE6275'A LOCKED GATE ON THE LEFT, TURN LEFT ON THE GRADED ROAD (PASSING
 AE6275'THROUGH THE LOCKED GATE) AND GO WEST FOR 6.15 MI (9.90 KM) TO A FLOOD
 AE6275'CONTROL STRUCTURE S 96 ON THE LEFT, TURN LEFT AND CROSSING THE FLOOD
 AE6275'CONTROL STRUCTURE S 96, GO SOUTH TO A LOCKED GATE, PASSING THROUGH THE
 AE6275'LOCKED GATE TO A PUBLIC BOAT RAMP AND A LOCKED GATE, PASSING THROUGH
 AE6275'TH LOCKED GATE, CONTINUE SOUTH FOR 3.2 MI (5.1 KM) TO STRUCTURE S 259
 AE6275'ON THE LEFT, CONTINUE SOUTH ON THE LEVEE ROAD FOR 1.45 MI (2.33 KM) TO
 AE6275'AN UNAMED FLOOD CONTROL STRUCTURE AND THE MARK ON THE RIGHT, SET FLUSH
 AE6275'NEAR THE SOUTH END OF THE STRUCTURE. LOCATED 83.3 FT (25.4 M) WEST OF
 AE6275'THE APPROXIMATE CENTERLINE OF THE DIRT ROAD ON TOP OF THE LEVEE, 38.8
 AE6275'FT (11.8 M) WEST OF THE EAST END OF A CONCRETE WALKWAY TO THE
 AE6275'STRUCTURE, 36.6 FT (11.2 M) WEST OF A CARSONITE WITNESS POST, 5.1 FT
 AE6275'(1.6 M) EAST OF THE WEST END OF THE STRUCTURE AND 1.6 FT (0.5 M) SOUTH
 AE6275'OF THE NORTH END OF THE STRUCTURE. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6275'ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6275'329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0542 ***********************************************************************
 AC0542  DESIGNATION -  11.17
 AC0542  PID         -  AC0542
 AC0542  STATE/COUNTY-  FL/COLLIER
 AC0542  USGS QUAD   -  FIFTYMILE BEND (1995)
 AC0542
 AC0542                         *CURRENT SURVEY CONTROL
 AC0542  ___________________________________________________________________
 AC0542* NAD 83(1986)-  25 49 30.4    (N)    080 53 45.8    (W)     HD_HELD2  
 AC0542* NAVD 88     -         2.970  (meters)       9.74   (feet)  ADJUSTED  
 AC0542  ___________________________________________________________________
 AC0542  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC0542  DYNAMIC HT  -           2.965 (meters)       9.73  (feet)  COMP
 AC0542  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 AC0542
 AC0542  VERT ORDER  -  FIRST     CLASS II
 AC0542
 AC0542.The horizontal coordinates were established by autonomous hand held GPS
 AC0542.observations and have an estimated accuracy of +/- 10 meters.
 AC0542
 AC0542.The orthometric height was determined by differential leveling
 AC0542.and adjusted by the National Geodetic Survey in March 2002..
 AC0542
 AC0542.The geoid height was determined by GEOID03.
 AC0542
 AC0542.The dynamic height is computed by dividing the NAVD 88
 AC0542.geopotential number by the normal gravity value computed on the
 AC0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0542.degrees latitude (g = 980.6199 gals.).
 AC0542
 AC0542.The modeled gravity was interpolated from observed gravity values.
 AC0542
 AC0542;                    North         East    Units  Estimated Accuracy
 AC0542;SPC FL E     -   165,245.      210,421.      MT  (+/- 10 meters HH2 GPS)
 AC0542
 AC0542                          SUPERSEDED SURVEY CONTROL
 AC0542
 AC0542  NAVD 88 (09/04/92)    2.973  (m)            9.75   (f) UNKNOWN     1 1
 AC0542  NAVD 88 (06/15/91)    2.973  (m)            9.75   (f) UNKNOWN     1 1
 AC0542  NGVD 29 (09/01/92)    3.421  (m)           11.22   (f) ADJUSTED    1 1
 AC0542
 AC0542.Superseded values are not recommended for survey control.
 AC0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0542.See file dsdata.txt to determine how the superseded data were derived.
 AC0542
 AC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1041856320(NAD 83)
 AC0542_MARKER: DD = SURVEY DISK
 AC0542_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0542_SP_SET: BRIDGE WINGWALL
 AC0542_STAMPING: 11.17
 AC0542_MARK LOGO: FLDT  
 AC0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0542+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC0542
 AC0542  HISTORY     - Date     Condition        Report By
 AC0542  HISTORY     - UNK      MONUMENTED       FLDT
 AC0542  HISTORY     - 1965     GOOD             NGS
 AC0542  HISTORY     - 19920225 GOOD             NGS
 AC0542  HISTORY     - 19991231 GOOD             USPSQD
 AC0542  HISTORY     - 20010919 GOOD             LDBLS
 AC0542  HISTORY     - 2002     GOOD             MAPTEC
 AC0542
 AC0542                          STATION DESCRIPTION
 AC0542
 AC0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0542'13.2 MI E FROM MONROE STATION.
 AC0542'ABOUT 13.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0542'OF STATE HIGHWAY 94 AT MONROE STATION, ABOUT 2.0 MILES NORTHWEST
 AC0542'OF THE DADE-COLLIER COUNTY LINE, 18.5 FEET SOUTHWEST OF THE
 AC0542'CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTHWEST CONCRETE
 AC0542'WING WALL OF HIGHWAY BRIDGE 115, WHICH IS THE FIRST BRIDGE
 AC0542'SOUTHEAST OF POOLES INDIAN VILLAGE, AND ABOUT 1 FOOT ABOVE THE
 AC0542'LEVEL OF THE HIGHWAY.
 AC0542
 AC0542                          STATION RECOVERY (1992)
 AC0542
 AC0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0542'62.5 KM (38.85 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0542'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE
 AC0542'SOUTHWEST END OF THE NORTHWEST CONCRETE RETAINING WALL OF A BRIDGE
 AC0542'SPANNING A CANAL, 5.7 M (18.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AC0542'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0542
 AC0542                          STATION RECOVERY (1999)
 AC0542
 AC0542'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0542'RECOVERED IN GOOD CONDITION.
 AC0542
 AC0542                          STATION RECOVERY (2001)
 AC0542
 AC0542'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0542'THE MARK IS ABOUT 99.1 KM (61.56 MI) SOUTHEAST OF NAPLES, ABOUT 62.6
 AC0542'KM (38.88
 AC0542'MI) NORTHWEST OF WEST MIAMI, COLLIER COUNTY, FLORIDA. OWNERSHIP -
 AC0542'FLORIDA
 AC0542'DEPARTMENT OF TRANSPORTATION
 AC0542' 
 AC0542'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0542'TRAIL) AND
 AC0542'STATE ROAD 29, IN CARNESTOWN, GO SOUTHEAST ON U.S. 41 34.1 KM (21.17
 AC0542'MI) TO THE
 AC0542'OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 14.7 KM
 AC0542'(9.15 MI)
 AC0542'TO THE NORTHWEST END OF HIGHWAY BRIDGE NUMBER 030115 AND THE MARK ON
 AC0542'THE RIGHT,
 AC0542'ALSO FROM THE COLLIER-DADE COUNTY LINE GO NORTHWEST ON U.S. HIGHWAY 41
 AC0542'3.2 KM
 AC0542'(2.00 MI) TO THE MARK ON THE LEFT.
 AC0542' 
 AC0542'THE MARK IS 5.67 M (18.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0542'HIGHWAY 41,
 AC0542'0.37 M (1.2 FT) SOUTHWEST OF A EXPANSION JOINT (BETWEEN BRIDGE AND
 AC0542'WINGWALL),
 AC0542'0.30 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL. THE
 AC0542'MARK IS A
 AC0542'DISK SET FLUSH IN THE TOP OF A CONCRETE WINGWALL ATOP THE SOUTHWEST
 AC0542'END OF THE
 AC0542'WEST BRIDGE ABUTMENT, ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE
 AC0542'HIGHWAY.
 AC0542' 
 AC0542' 
 AC0542'
 AC0542
 AC0542                          STATION RECOVERY (2002)
 AC0542
 AC0542'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0542'THE MARK IS ABOUT 99.1 KM (61.56 MI) SOUTHEAST OF NAPLES, ABOUT 62.6
 AC0542'KM (38.88
 AC0542'MI) NORTHWEST OF WEST MIAMI, COLLIER COUNTY, FLORIDA. OWNERSHIP -
 AC0542'FLORIDA
 AC0542'DEPARTMENT OF TRANSPORTATION
 AC0542' 
 AC0542'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0542'TRAIL) AND
 AC0542'STATE ROAD 29, IN CARNESTOWN, GO SOUTHEAST ON U.S. 41 34.1 KM (21.17
 AC0542'MI) TO THE
 AC0542'OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 14.7 KM
 AC0542'(9.15 MI)
 AC0542'TO THE NORTHWEST END OF HIGHWAY BRIDGE NUMBER 030115 AND THE MARK ON
 AC0542'THE RIGHT,
 AC0542'ALSO FROM THE COLLIER-DADE COUNTY LINE GO NORTHWEST ON U.S. HIGHWAY 41
 AC0542'3.2 KM
 AC0542'(2.00 MI) TO THE MARK ON THE LEFT.
 AC0542' 
 AC0542'THE MARK IS 5.67 M (18.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0542'HIGHWAY 41,
 AC0542'0.37 M (1.2 FT) SOUTHWEST OF A EXPANSION JOINT (BETWEEN BRIDGE AND
 AC0542'WINGWALL),
 AC0542'0.30 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL. THE
 AC0542'MARK IS A
 AC0542'DISK SET FLUSH IN THE TOP OF A CONCRETE WINGWALL ATOP THE SOUTHWEST
 AC0542'END OF THE
 AC0542'WEST BRIDGE ABUTMENT, ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE
 AC0542'HIGHWAY.
 AC0542' 
 AC0542' 
 AC0542'STATION RECOVERY (2002)
 AC0542' 
 AC0542'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002(CP)
 AC0542'RECOVERED AS DESCRIBED.
 AC0542' 
 AC0542'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6280 ***********************************************************************
 AE6280  DESIGNATION -  1118 20
 AE6280  PID         -  AE6280
 AE6280  STATE/COUNTY-  FL/INDIAN RIVER
 AE6280  USGS QUAD   -  FELLSMERE SW (1970)
 AE6280
 AE6280                         *CURRENT SURVEY CONTROL
 AE6280  ___________________________________________________________________
 AE6280* NAD 83(1986)-  27 47 54.     (N)    080 42 29.     (W)     SCALED    
 AE6280* NAVD 88     -         5.637  (meters)      18.49   (feet)  ADJUSTED  
 AE6280  ___________________________________________________________________
 AE6280  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AE6280  DYNAMIC HT  -           5.629 (meters)      18.47  (feet)  COMP
 AE6280  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 AE6280
 AE6280  VERT ORDER  -  SECOND    CLASS I
 AE6280
 AE6280.The horizontal coordinates were scaled from a topographic map and have
 AE6280.an estimated accuracy of +/- 6 seconds.
 AE6280
 AE6280.The orthometric height was determined by differential leveling
 AE6280.and adjusted by the National Geodetic Survey in February 1998..
 AE6280
 AE6280.The geoid height was determined by GEOID03.
 AE6280
 AE6280.The dynamic height is computed by dividing the NAVD 88
 AE6280.geopotential number by the normal gravity value computed on the
 AE6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6280.degrees latitude (g = 980.6199 gals.).
 AE6280
 AE6280.The modeled gravity was interpolated from observed gravity values.
 AE6280
 AE6280;                    North         East    Units  Estimated Accuracy
 AE6280;SPC FL E     -   383,900.      228,770.      MT  (+/- 180 meters Scaled)
 AE6280
 AE6280                          SUPERSEDED SURVEY CONTROL
 AE6280
 AE6280.No superseded survey control is available for this station.
 AE6280
 AE6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL287748(NAD 83)
 AE6280_MARKER: DD = SURVEY DISK
 AE6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6280_STAMPING: BM 1118-20
 AE6280_MARK LOGO: SJRWMD
 AE6280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6280+STABILITY: SURFACE MOTION
 AE6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6280+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 AE6280
 AE6280  HISTORY     - Date     Condition        Report By
 AE6280  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6280  HISTORY     - 19950920 GOOD             FLDEP
 AE6280
 AE6280                          STATION DESCRIPTION
 AE6280
 AE6280'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6280'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHWEST OF FELLSMERE IN ESTIMATED
 AE6280'SECTION 10, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6280'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6280'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE
 AE6280'RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH
 AE6280'FOR 0.4 MI (0.6 KM) TO A STOP SIGN (SOUTH CAROLINA AVENUE), TURN LEFT
 AE6280'ON COUNTY ROAD 507 (SOUTH CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6
 AE6280'KM) TO A 90 DEGREE TURN TO THE RIGHT (138TH AVENUE), TURN RIGHT ON
 AE6280'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.35 MI (5.39 KM) TO
 AE6280'THE BRIDGE OVER CANAL C 54, CONTINUE NORTH ON COUNTY ROAD 507 (138TH
 AE6280'AVENUE) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A GRADED ROAD AND
 AE6280'A LOCKED GATE ON THE LEFT, TURN LEFT ON THE GRADED ROAD (PASSING
 AE6280'THROUGH THE LOCKED GATE) AND GO WEST FOR 6.15 MI (9.90 KM) TO A FLOOD
 AE6280'CONTROL STRUCTURE S 96 ON THE LEFT, TURN LEFT AND CROSSING THE FLOOD
 AE6280'CONTROL STRUCTURE S 96 GO SOUTH TO A LOCKED GATE, PASSING THROUGH THE
 AE6280'LOCKED GATE TO THE PUBLIC BOAT RAMP AND A LOCKED GATE PASSING THROUGH
 AE6280'THE LOCKED GATE, CONTINUE SOUTH FOR 1.65 MI (2.66 KM) TO THE MARK ON
 AE6280'THE LEFT SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AE6280'NEAR THE TOE OF THE LEVEE. LOCATED 50.2 FT (15.3 M) EAST OF THE
 AE6280'APPROXIMATE CENTERLINE OF THE DIRT ROAD ON TOP OF THE LEVEE, 13.1 FT
 AE6280'(4.0 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD AT
 AE6280'THE TOE OF THE LEVEE AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
 AE6280'NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT
 AE6280'DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0004 ***********************************************************************
 AL0004  DESIGNATION -  112 FLHD
 AL0004  PID         -  AL0004
 AL0004  STATE/COUNTY-  FL/PINELLAS
 AL0004  USGS QUAD   -  DUNEDIN (1987)
 AL0004
 AL0004                         *CURRENT SURVEY CONTROL
 AL0004  ___________________________________________________________________
 AL0004* NAD 83(1986)-  28 01 37.     (N)    082 47 23.     (W)     SCALED    
 AL0004* NAVD 88     -         2.404  (meters)       7.89   (feet)  ADJUSTED  
 AL0004  ___________________________________________________________________
 AL0004  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AL0004  DYNAMIC HT  -           2.400 (meters)       7.87  (feet)  COMP
 AL0004  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 AL0004
 AL0004  VERT ORDER  -  SECOND    CLASS II
 AL0004
 AL0004.The horizontal coordinates were scaled from a topographic map and have
 AL0004.an estimated accuracy of +/- 6 seconds.
 AL0004
 AL0004.The orthometric height was determined by differential leveling
 AL0004.and adjusted by the National Geodetic Survey in June 1991..
 AL0004
 AL0004.The geoid height was determined by GEOID03.
 AL0004
 AL0004.The dynamic height is computed by dividing the NAVD 88
 AL0004.geopotential number by the normal gravity value computed on the
 AL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0004.degrees latitude (g = 980.6199 gals.).
 AL0004
 AL0004.The modeled gravity was interpolated from observed gravity values.
 AL0004
 AL0004;                    North         East    Units  Estimated Accuracy
 AL0004;SPC FL W     -   409,450.      122,340.      MT  (+/- 180 meters Scaled)
 AL0004
 AL0004                          SUPERSEDED SURVEY CONTROL
 AL0004
 AL0004  NGVD 29 (??/??/92)    2.664  (m)            8.74   (f) ADJ UNCH    2 2
 AL0004
 AL0004.Superseded values are not recommended for survey control.
 AL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0004.See file dsdata.txt to determine how the superseded data were derived.
 AL0004
 AL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM240014(NAD 83)
 AL0004_MARKER: DD = SURVEY DISK
 AL0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0004_SP_SET: INLET
 AL0004_STAMPING: 112 SRD
 AL0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0004
 AL0004  HISTORY     - Date     Condition        Report By
 AL0004  HISTORY     - UNK      MONUMENTED       FLHD
 AL0004  HISTORY     - 1975     GOOD             FLDT
 AL0004  HISTORY     - 1983     GOOD             USPSQD
 AL0004  HISTORY     - 1989     GOOD             USPSQD
 AL0004
 AL0004                          STATION DESCRIPTION
 AL0004
 AL0004'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0004'AT W DUNEDIN.
 AL0004'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND
 AL0004'S.R. S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR
 AL0004'1.65 MILE TO THE INTERSECTION OF SAN SALVADORE DR. AND BAYSHORE
 AL0004'BLVD. (U.S. ALT. 19).  STATION IS IN THE NE CORNER OF
 AL0004'INTERSECTION, 20.5 FT. E. OF CENTERLINE OF BAYSHORE BLVD., 40
 AL0004'FT. N. OF SAN SALVADORE DR..  SET IN TOP OF INLET.  SECTION 22,
 AL0004'T 28 S, R 15 E.
 AL0004
 AL0004                          STATION RECOVERY (1983)
 AL0004
 AL0004'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0004'RECOVERED IN GOOD CONDITION.
 AL0004
 AL0004                          STATION RECOVERY (1989)
 AL0004
 AL0004'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5325 ***********************************************************************
 DG5325  DESIGNATION -  112 JAS
 DG5325  PID         -  DG5325
 DG5325  STATE/COUNTY-  FL/MARION
 DG5325  USGS QUAD   -  LAKE KERR (1994)
 DG5325
 DG5325                         *CURRENT SURVEY CONTROL
 DG5325  ___________________________________________________________________
 DG5325* NAD 83(1986)-  29 17 28.     (N)    081 50 34.     (W)     SCALED    
 DG5325* NAVD 88     -        20.845  (meters)      68.39   (feet)  ADJUSTED  
 DG5325  ___________________________________________________________________
 DG5325  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DG5325  DYNAMIC HT  -          20.816 (meters)      68.29  (feet)  COMP
 DG5325  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 DG5325
 DG5325  VERT ORDER  -  SECOND    CLASS I
 DG5325
 DG5325.The horizontal coordinates were scaled from a topographic map and have
 DG5325.an estimated accuracy of +/- 6 seconds.
 DG5325
 DG5325.The orthometric height was determined by differential leveling
 DG5325.and adjusted by the National Geodetic Survey in August 2004..
 DG5325.No vertical observational check was made to the station.
 DG5325
 DG5325.The geoid height was determined by GEOID03.
 DG5325
 DG5325.The dynamic height is computed by dividing the NAVD 88
 DG5325.geopotential number by the normal gravity value computed on the
 DG5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5325.degrees latitude (g = 980.6199 gals.).
 DG5325
 DG5325.The modeled gravity was interpolated from observed gravity values.
 DG5325
 DG5325;                    North         East    Units  Estimated Accuracy
 DG5325;SPC FL W     -   549,310.      215,280.      MT  (+/- 180 meters Scaled)
 DG5325
 DG5325                          SUPERSEDED SURVEY CONTROL
 DG5325
 DG5325.No superseded survey control is available for this station.
 DG5325
 DG5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN181405(NAD 83)
 DG5325_MARKER: DD = SURVEY DISK
 DG5325_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5325_STAMPING: 69 112 JAS 1966
 DG5325_MARK LOGO: USGS  
 DG5325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5325+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2000
 DG5325
 DG5325  HISTORY     - Date     Condition        Report By
 DG5325  HISTORY     - 1966     MONUMENTED       USGS
 DG5325  HISTORY     - 20000429 GOOD             FLDEP
 DG5325
 DG5325                          STATION DESCRIPTION
 DG5325
 DG5325'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5325'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF SALT SPRINGS, 14.6 MI
 DG5325'(23.5 KM) NORTHEAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION
 DG5325'12, TOWNSHIP 14 SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE
 DG5325'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 DG5325'SALT SPRINGS, GO SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE
 DG5325'JUNCTION OF COUNTY ROAD 314 (NE HWY 314) ON THE RIGHT, BEAR RIGHT ON
 DG5325'COUNTY ROAD 314 AND GO SOUTHWEST FOR 7.55 MI (12.15 KM) TO THE
 DG5325'JUNCTION OF FOREST ROAD NUMBER 67 AND THE MARK ON THE LEFT, SET IN THE
 DG5325'TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE
 DG5325'POST FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL OF
 DG5325'COUNTY ROAD 314. LOCATED 117.0 FT (35.7 M) WEST OF A POWER POLE WITH 1
 DG5325'GUY WIRE ATTACHED, 49.8 FT (15.2 M) SOUTH OF THE APPROXIMATE
 DG5325'CENTERLINE OF COUNTY ROAD 314, 12.0 FT (3.7 M) EAST OF THE CORPS OF
 DG5325'ENGINEER MARK CFBC 416 AND 0.7 FT (21.3 CM) NORTH OF A METAL WITNESS
 DG5325'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1217 ***********************************************************************
 AD1217  DESIGNATION -  112 RDS
 AD1217  PID         -  AD1217
 AD1217  STATE/COUNTY-  FL/COLLIER
 AD1217  USGS QUAD   -  BELLE MEADE (1991)
 AD1217
 AD1217                         *CURRENT SURVEY CONTROL
 AD1217  ___________________________________________________________________
 AD1217* NAD 83(1986)-  26 02 45.     (N)    081 40 21.     (W)     SCALED    
 AD1217* NAVD 88     -         1.544  (meters)       5.07   (feet)  ADJUSTED  
 AD1217  ___________________________________________________________________
 AD1217  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AD1217  DYNAMIC HT  -           1.541 (meters)       5.06  (feet)  COMP
 AD1217  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 AD1217
 AD1217  VERT ORDER  -  FIRST     CLASS I
 AD1217
 AD1217.The horizontal coordinates were scaled from a topographic map and have
 AD1217.an estimated accuracy of +/- 6 seconds.
 AD1217
 AD1217.The orthometric height was determined by differential leveling
 AD1217.and adjusted by the National Geodetic Survey in June 1991..
 AD1217
 AD1217.The geoid height was determined by GEOID03.
 AD1217
 AD1217.The dynamic height is computed by dividing the NAVD 88
 AD1217.geopotential number by the normal gravity value computed on the
 AD1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1217.degrees latitude (g = 980.6199 gals.).
 AD1217
 AD1217.The modeled gravity was interpolated from observed gravity values.
 AD1217
 AD1217;                    North         East    Units  Estimated Accuracy
 AD1217;SPC FL E     -   189,870.      132,700.      MT  (+/- 180 meters Scaled)
 AD1217
 AD1217                          SUPERSEDED SURVEY CONTROL
 AD1217
 AD1217  NGVD 29 (??/??/92)    1.940  (m)            6.36   (f) ADJ UNCH    1 1
 AD1217
 AD1217.Superseded values are not recommended for survey control.
 AD1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1217.See file dsdata.txt to determine how the superseded data were derived.
 AD1217
 AD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ327809(NAD 83)
 AD1217_MARKER: DB = BENCH MARK DISK
 AD1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1217_STAMPING: 112 RDS 6 1952
 AD1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1217+STABILITY: SURFACE MOTION
 AD1217
 AD1217  HISTORY     - Date     Condition        Report By
 AD1217  HISTORY     - 1952     MONUMENTED       USGS
 AD1217  HISTORY     - 1966     GOOD             NGS
 AD1217  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD1217  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1217  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1217  HISTORY     - 20010208 MARK NOT FOUND   USPSQD
 AD1217
 AD1217                          STATION DESCRIPTION
 AD1217
 AD1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1217'8 MI SE FROM NAPLES.
 AD1217'ABOUT 7.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURTHOUSE
 AD1217'AT NAPLES, 2.05 MILES SOUTHEAST OF THE INTERSECTION OF STATE
 AD1217'HIGHWAY S-951, 373 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 AD1217'LEADING WEST, 28 FEET EAST OF A DIM TRAIL LEADING SOUTH, 27 FEET
 AD1217'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF
 AD1217'A TELEPHONE POLE, 1.0 FEET NORTHEAST OF A METAL WITNESS POST,
 AD1217'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE
 AD1217'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AD1217
 AD1217                          STATION RECOVERY (1987)
 AD1217
 AD1217'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1217'MARK NOT FOUND.
 AD1217
 AD1217                          STATION RECOVERY (1990)
 AD1217
 AD1217'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1217'MARK NOT FOUND.
 AD1217
 AD1217                          STATION RECOVERY (1992)
 AD1217
 AD1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1217'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AD1217'DESTROYED.
 AD1217
 AD1217                          STATION RECOVERY (2001)
 AD1217
 AD1217'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6225 ***********************************************************************
 AE6225  DESIGNATION -  1120 20
 AE6225  PID         -  AE6225
 AE6225  STATE/COUNTY-  FL/BREVARD
 AE6225  USGS QUAD   -  FELLSMERE SW (1970)
 AE6225
 AE6225                         *CURRENT SURVEY CONTROL
 AE6225  ___________________________________________________________________
 AE6225* NAD 83(1986)-  27 49 23.     (N)    080 44 58.     (W)     SCALED    
 AE6225* NAVD 88     -         7.596  (meters)      24.92   (feet)  ADJUSTED  
 AE6225  ___________________________________________________________________
 AE6225  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AE6225  DYNAMIC HT  -           7.584 (meters)      24.88  (feet)  COMP
 AE6225  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 AE6225
 AE6225  VERT ORDER  -  SECOND    CLASS I
 AE6225
 AE6225.The horizontal coordinates were scaled from a topographic map and have
 AE6225.an estimated accuracy of +/- 6 seconds.
 AE6225
 AE6225.The orthometric height was determined by differential leveling
 AE6225.and adjusted by the National Geodetic Survey in February 1998..
 AE6225
 AE6225.The geoid height was determined by GEOID03.
 AE6225
 AE6225.The dynamic height is computed by dividing the NAVD 88
 AE6225.geopotential number by the normal gravity value computed on the
 AE6225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6225.degrees latitude (g = 980.6199 gals.).
 AE6225
 AE6225.The modeled gravity was interpolated from observed gravity values.
 AE6225
 AE6225;                    North         East    Units  Estimated Accuracy
 AE6225;SPC FL E     -   386,630.      224,680.      MT  (+/- 180 meters Scaled)
 AE6225
 AE6225                          SUPERSEDED SURVEY CONTROL
 AE6225
 AE6225.No superseded survey control is available for this station.
 AE6225
 AE6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL246776(NAD 83)
 AE6225_MARKER: DD = SURVEY DISK
 AE6225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6225_STAMPING: BM 1120-20
 AE6225_MARK LOGO: SJRWMD
 AE6225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6225+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6225
 AE6225  HISTORY     - Date     Condition        Report By
 AE6225  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6225  HISTORY     - 19950915 GOOD             FLDEP
 AE6225
 AE6225                          STATION DESCRIPTION
 AE6225
 AE6225'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6225'THE MARK IS ABOUT 13.8 MI (22.2 KM) SOUTHEAST OF KENANSVILLE IN
 AE6225'SECTION 32, TOWNSHIP 30 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6225'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6225'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6225'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6225'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6225'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6225'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6225'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6225'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6225'PASSING THROUGH THE LOCKED GATE, CONTINUE EAST ON LEVEE 74 FOR 3.8 MI
 AE6225'(6.1 KM) TO THE MARK ON THE LEFT, A SJRWMD ALUMINUM DISK SET ON THE
 AE6225'TOP OF A 5/8-INCH COPPER COATED STEEL ROD SURROUNDED BY AN 8-INCH
 AE6225'STOVE PIPE FILLED WITH CONCRETE, ON THE SOUTH FACE SLOPE, FLUSH WITH
 AE6225'THE GROUND. LOCATED 38.0 FT (11.6 M) SOUTH OF THE TOP OF THE CENTER OF
 AE6225'LEVEE 74, 30.0 FT (9.1 M) NORTH OF THE EDGE OF THE CANAL AND 0.7 FT
 AE6225'(21.3 CM) NORTH OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT
 AE6225'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6225'NUMBER (904) 329-4227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6222 ***********************************************************************
 AE6222  DESIGNATION -  1121 20
 AE6222  PID         -  AE6222
 AE6222  STATE/COUNTY-  FL/INDIAN RIVER
 AE6222  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6222
 AE6222                         *CURRENT SURVEY CONTROL
 AE6222  ___________________________________________________________________
 AE6222* NAD 83(1986)-  27 49 22.     (N)    080 45 45.     (W)     SCALED    
 AE6222* NAVD 88     -         7.270  (meters)      23.85   (feet)  ADJUSTED  
 AE6222  ___________________________________________________________________
 AE6222  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AE6222  DYNAMIC HT  -           7.259 (meters)      23.82  (feet)  COMP
 AE6222  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 AE6222
 AE6222  VERT ORDER  -  SECOND    CLASS I
 AE6222
 AE6222.The horizontal coordinates were scaled from a topographic map and have
 AE6222.an estimated accuracy of +/- 6 seconds.
 AE6222
 AE6222.The orthometric height was determined by differential leveling
 AE6222.and adjusted by the National Geodetic Survey in February 1998..
 AE6222
 AE6222.The geoid height was determined by GEOID03.
 AE6222
 AE6222.The dynamic height is computed by dividing the NAVD 88
 AE6222.geopotential number by the normal gravity value computed on the
 AE6222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6222.degrees latitude (g = 980.6199 gals.).
 AE6222
 AE6222.The modeled gravity was interpolated from observed gravity values.
 AE6222
 AE6222;                    North         East    Units  Estimated Accuracy
 AE6222;SPC FL E     -   386,590.      223,400.      MT  (+/- 180 meters Scaled)
 AE6222
 AE6222                          SUPERSEDED SURVEY CONTROL
 AE6222
 AE6222.No superseded survey control is available for this station.
 AE6222
 AE6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL233775(NAD 83)
 AE6222_MARKER: DD = SURVEY DISK
 AE6222_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6222_STAMPING: BM 1121-20
 AE6222_MARK LOGO: SJRWMD
 AE6222_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6222+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6222
 AE6222  HISTORY     - Date     Condition        Report By
 AE6222  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6222  HISTORY     - 19950915 GOOD             FLDEP
 AE6222
 AE6222                          STATION DESCRIPTION
 AE6222
 AE6222'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6222'THE MARK IS ABOUT 14.6 MI (23.5 KM) SOUTHEAST OF KENANSVILLE IN
 AE6222'SECTION 5, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6222'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6222'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6222'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6222'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6222'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6222'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6222'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6222'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6222'PASSING THROUGH THE LOCKED GATE CONTINUE EAST ON LEVEE 74 FOR 2.85 MI
 AE6222'(4.59 KM) TO THE MARK ON THE LEFT, A SJRWMD ALUMINUM DISK SET ON THE
 AE6222'TOP OF A 5/8-INCH COPPER COATED STEEL ROD SURROUNDED BY AN 8-INCH
 AE6222'STOVE PIPE FILLED WITH CONCRETE ON THE NORTH FACE SLOPE, FLUSH WITH
 AE6222'THE GROUND. LOCATED 459.5 FT (140.1 M) EAST OF S-250B AND EAST OF AN
 AE6222'OLD LEVEE WHICH RUNS NORTH FOR ABOUT 100.0 FT (30.5 M), 53.0 FT (16.2
 AE6222'M) NORTH OF THE TOP OF THE CENTER OF LEVEE 74 AND 0.7 FT (21.3 CM)
 AE6222'SOUTH OF A SJRWMD METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY
 AE6222'WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6222'NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6221 ***********************************************************************
 AE6221  DESIGNATION -  1123 20
 AE6221  PID         -  AE6221
 AE6221  STATE/COUNTY-  FL/BREVARD
 AE6221  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6221
 AE6221                         *CURRENT SURVEY CONTROL
 AE6221  ___________________________________________________________________
 AE6221* NAD 83(1986)-  27 49 22.     (N)    080 46 20.     (W)     SCALED    
 AE6221* NAVD 88     -         8.457  (meters)      27.75   (feet)  ADJUSTED  
 AE6221  ___________________________________________________________________
 AE6221  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AE6221  DYNAMIC HT  -           8.444 (meters)      27.70  (feet)  COMP
 AE6221  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 AE6221
 AE6221  VERT ORDER  -  SECOND    CLASS I
 AE6221
 AE6221.The horizontal coordinates were scaled from a topographic map and have
 AE6221.an estimated accuracy of +/- 6 seconds.
 AE6221
 AE6221.The orthometric height was determined by differential leveling
 AE6221.and adjusted by the National Geodetic Survey in February 1998..
 AE6221
 AE6221.The geoid height was determined by GEOID03.
 AE6221
 AE6221.The dynamic height is computed by dividing the NAVD 88
 AE6221.geopotential number by the normal gravity value computed on the
 AE6221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6221.degrees latitude (g = 980.6199 gals.).
 AE6221
 AE6221.The modeled gravity was interpolated from observed gravity values.
 AE6221
 AE6221;                    North         East    Units  Estimated Accuracy
 AE6221;SPC FL E     -   386,590.      222,440.      MT  (+/- 180 meters Scaled)
 AE6221
 AE6221                          SUPERSEDED SURVEY CONTROL
 AE6221
 AE6221.No superseded survey control is available for this station.
 AE6221
 AE6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL224775(NAD 83)
 AE6221_MARKER: DD = SURVEY DISK
 AE6221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6221_STAMPING: BM 1123-20
 AE6221_MARK LOGO: SJRWMD
 AE6221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6221+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 AE6221
 AE6221  HISTORY     - Date     Condition        Report By
 AE6221  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6221  HISTORY     - 19950915 GOOD             FLDEP
 AE6221  HISTORY     - 20021017 GOOD             FL-009
 AE6221
 AE6221                          STATION DESCRIPTION
 AE6221
 AE6221'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6221'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KENANSVILLE IN
 AE6221'SECTION 36, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6221'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6221'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6221'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6221'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6221'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6221'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6221'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6221'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6221'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 2.4 MI (3.9
 AE6221'KM) TO THE MARK ON THE LEFT, SET ON THE NORTH FACE SLOPE, FLUSH WITH
 AE6221'THE GROUND, A SJRWMD ALUMINUM DISK SET ON THE TOP OF A COPPER COATER
 AE6221'COATED STEEL ROD SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH
 AE6221'CONCRETE. LOCATED 60.0 FT (18.3 M) WEST OF S.N. KNIGHT EAST LEVEE AND
 AE6221'35.0 FT (10.7 M) NORTH OF THE TOP CENTER OF LEVEE 74 WEST. NOTE FOR
 AE6221'KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6221'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6221
 AE6221                          STATION RECOVERY (2002)
 AE6221
 AE6221'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV)
 AE6221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6285 ***********************************************************************
 AE6285  DESIGNATION -  1123 20 RM 1
 AE6285  PID         -  AE6285
 AE6285  STATE/COUNTY-  FL/BREVARD
 AE6285  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6285
 AE6285                         *CURRENT SURVEY CONTROL
 AE6285  ___________________________________________________________________
 AE6285* NAD 83(1986)-  27 49 22.     (N)    080 46 19.     (W)     SCALED    
 AE6285* NAVD 88     -         7.493  (meters)      24.58   (feet)  ADJUSTED  
 AE6285  ___________________________________________________________________
 AE6285  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AE6285  DYNAMIC HT  -           7.482 (meters)      24.55  (feet)  COMP
 AE6285  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 AE6285
 AE6285  VERT ORDER  -  SECOND    CLASS I
 AE6285
 AE6285.The horizontal coordinates were scaled from a topographic map and have
 AE6285.an estimated accuracy of +/- 6 seconds.
 AE6285
 AE6285.The orthometric height was determined by differential leveling
 AE6285.and adjusted by the National Geodetic Survey in February 1998..
 AE6285
 AE6285.The geoid height was determined by GEOID03.
 AE6285
 AE6285.The dynamic height is computed by dividing the NAVD 88
 AE6285.geopotential number by the normal gravity value computed on the
 AE6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6285.degrees latitude (g = 980.6199 gals.).
 AE6285
 AE6285.The modeled gravity was interpolated from observed gravity values.
 AE6285
 AE6285;                    North         East    Units  Estimated Accuracy
 AE6285;SPC FL E     -   386,590.      222,470.      MT  (+/- 180 meters Scaled)
 AE6285
 AE6285                          SUPERSEDED SURVEY CONTROL
 AE6285
 AE6285.No superseded survey control is available for this station.
 AE6285
 AE6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL224775(NAD 83)
 AE6285_MARKER: DD = SURVEY DISK
 AE6285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6285_STAMPING: RM-1 1123-20
 AE6285_MARK LOGO: SJRWMD
 AE6285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6285+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6285
 AE6285  HISTORY     - Date     Condition        Report By
 AE6285  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6285  HISTORY     - 19950915 GOOD             FLDEP
 AE6285
 AE6285                          STATION DESCRIPTION
 AE6285
 AE6285'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6285'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KENANSVILLE IN
 AE6285'SECTION 36, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6285'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6285'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6285'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6285'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6285'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6285'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6285'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6285'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6285'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 2.35 MI (3.78
 AE6285'KM) TO THE MARK ON THE RIGHT, SET ON THE SOUTH FACE SLOPE, FLUSH WITH
 AE6285'THE GROUND, A SJRWMD ALUMINUM DISK SET ON THE TOP OF A COPPER COATED
 AE6285'COATED STEEL ROD SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH
 AE6285'CONCRETE. LOCATED 48.0 FT (14.6 M) NORTHEAST OF A DOCK TO A TELEMERELY
 AE6285'STATION, 45.2 FT (13.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 AE6285'LEVEE ROAD AND 1.3 FT (0.4 M) EAST OF A 2-INCH PVC PIPE WITNESS POST.
 AE6285'NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT
 AE6285'DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6219 ***********************************************************************
 AE6219  DESIGNATION -  1125 20
 AE6219  PID         -  AE6219
 AE6219  STATE/COUNTY-  FL/BREVARD
 AE6219  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6219
 AE6219                         *CURRENT SURVEY CONTROL
 AE6219  ___________________________________________________________________
 AE6219* NAD 83(1986)-  27 49 21.     (N)    080 47 44.     (W)     SCALED    
 AE6219* NAVD 88     -         7.736  (meters)      25.38   (feet)  ADJUSTED  
 AE6219  ___________________________________________________________________
 AE6219  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AE6219  DYNAMIC HT  -           7.724 (meters)      25.34  (feet)  COMP
 AE6219  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 AE6219
 AE6219  VERT ORDER  -  SECOND    CLASS I
 AE6219
 AE6219.The horizontal coordinates were scaled from a topographic map and have
 AE6219.an estimated accuracy of +/- 6 seconds.
 AE6219
 AE6219.The orthometric height was determined by differential leveling
 AE6219.and adjusted by the National Geodetic Survey in February 1998..
 AE6219
 AE6219.The geoid height was determined by GEOID03.
 AE6219
 AE6219.The dynamic height is computed by dividing the NAVD 88
 AE6219.geopotential number by the normal gravity value computed on the
 AE6219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6219.degrees latitude (g = 980.6199 gals.).
 AE6219
 AE6219.The modeled gravity was interpolated from observed gravity values.
 AE6219
 AE6219;                    North         East    Units  Estimated Accuracy
 AE6219;SPC FL E     -   386,560.      220,140.      MT  (+/- 180 meters Scaled)
 AE6219
 AE6219                          SUPERSEDED SURVEY CONTROL
 AE6219
 AE6219.No superseded survey control is available for this station.
 AE6219
 AE6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL201775(NAD 83)
 AE6219_MARKER: DD = SURVEY DISK
 AE6219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6219_STAMPING: BM 1125-20
 AE6219_MARK LOGO: SJRWMD
 AE6219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6219+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6219
 AE6219  HISTORY     - Date     Condition        Report By
 AE6219  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6219  HISTORY     - 19950915 GOOD             FLDEP
 AE6219
 AE6219                          STATION DESCRIPTION
 AE6219
 AE6219'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6219'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTHEAST OF KENANSVILLE IN
 AE6219'SECTION 35, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6219'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6219'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6219'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6219'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6219'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6219'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6219'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6219'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6219'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 0.95 MI (1.53
 AE6219'KM) TO THE MARK ON THE LEFT, SET ON THE NORTH FACE SLOPE, A SJRWMD
 AE6219'ALUMINUM DISK SET ON THE TOP OF A COPPER COATED STEEL ROD, SURROUNDED
 AE6219'BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE, RECESSED 0.5 FT (15.2
 AE6219'CM) BELOW THE LEVEL OF THE GROUND. LOCATED 195.0 FT (59.4 M) WEST OF
 AE6219'PLATFORM NUMBER S250D, 36.0 FT (11.0 M) NORTH OF LEVEE 74 WEST TOP
 AE6219'CENTER AND 0.7 FT (21.3 CM) SOUTH OF A SJRWMD METAL WITNESS POST. NOTE
 AE6219'FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6219'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6218 ***********************************************************************
 AE6218  DESIGNATION -  1126 20
 AE6218  PID         -  AE6218
 AE6218  STATE/COUNTY-  FL/BREVARD
 AE6218  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6218
 AE6218                         *CURRENT SURVEY CONTROL
 AE6218  ___________________________________________________________________
 AE6218* NAD 83(1986)-  27 49 21.     (N)    080 48 32.     (W)     SCALED    
 AE6218* NAVD 88     -         8.718  (meters)      28.60   (feet)  ADJUSTED  
 AE6218  ___________________________________________________________________
 AE6218  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AE6218  DYNAMIC HT  -           8.705 (meters)      28.56  (feet)  COMP
 AE6218  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AE6218
 AE6218  VERT ORDER  -  SECOND    CLASS I
 AE6218
 AE6218.The horizontal coordinates were scaled from a topographic map and have
 AE6218.an estimated accuracy of +/- 6 seconds.
 AE6218
 AE6218.The orthometric height was determined by differential leveling
 AE6218.and adjusted by the National Geodetic Survey in February 1998..
 AE6218
 AE6218.The geoid height was determined by GEOID03.
 AE6218
 AE6218.The dynamic height is computed by dividing the NAVD 88
 AE6218.geopotential number by the normal gravity value computed on the
 AE6218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6218.degrees latitude (g = 980.6199 gals.).
 AE6218
 AE6218.The modeled gravity was interpolated from observed gravity values.
 AE6218
 AE6218;                    North         East    Units  Estimated Accuracy
 AE6218;SPC FL E     -   386,560.      218,830.      MT  (+/- 180 meters Scaled)
 AE6218
 AE6218                          SUPERSEDED SURVEY CONTROL
 AE6218
 AE6218.No superseded survey control is available for this station.
 AE6218
 AE6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL188775(NAD 83)
 AE6218_MARKER: DD = SURVEY DISK
 AE6218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6218_STAMPING: BM 1126-20
 AE6218_MARK LOGO: SJRWMD
 AE6218_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6218+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6218
 AE6218  HISTORY     - Date     Condition        Report By
 AE6218  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6218  HISTORY     - 19950915 GOOD             FLDEP
 AE6218
 AE6218                          STATION DESCRIPTION
 AE6218
 AE6218'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6218'THE MARK IS ABOUT 11.75 MI (18.91 KM) SOUTHEAST OF KENANSVILLE IN
 AE6218'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6218'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6218'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6218'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6218'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6218'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6218'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6218'ON THE LEFT, BEAR RIGHT AND CONTINUE EAST-SOUTHEAST ON FELLSMERE ROAD
 AE6218'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6218'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 0.15 MI (0.24
 AE6218'KM) TO THE MARK ON THE LEFT, SET ON THE NORTH FACE SLOPE, A SJRWMD
 AE6218'ALUMINUM DISK SET ON THE TOP OF A COPPER COATED STEEL ROD, SURROUNDED
 AE6218'BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE. LOCATED 457.5 FT (139.4
 AE6218'M) EAST OF THE CENTER OF THE METAL GATE AT THE ENTRANCE TO LEVEE 74
 AE6218'WEST, 13.5 FT (4.1 M) NORTH OF LEVEE 74 WEST TOP CENTER AND 0.6 FT
 AE6218'(18.3 CM) SOUTH OF A SJRWMD METAL WITNESS POST. NOTE FOR KEY CONTACT
 AE6218'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6218'NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0005 ***********************************************************************
 AL0005  DESIGNATION -  113 FLHD
 AL0005  PID         -  AL0005
 AL0005  STATE/COUNTY-  FL/PINELLAS
 AL0005  USGS QUAD   -  DUNEDIN (1987)
 AL0005
 AL0005                         *CURRENT SURVEY CONTROL
 AL0005  ___________________________________________________________________
 AL0005* NAD 83(1986)-  28 01 25.     (N)    082 47 23.     (W)     SCALED    
 AL0005* NAVD 88     -         2.701  (meters)       8.86   (feet)  ADJUSTED  
 AL0005  ___________________________________________________________________
 AL0005  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AL0005  DYNAMIC HT  -           2.698 (meters)       8.85  (feet)  COMP
 AL0005  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AL0005
 AL0005  VERT ORDER  -  SECOND    CLASS II
 AL0005
 AL0005.The horizontal coordinates were scaled from a topographic map and have
 AL0005.an estimated accuracy of +/- 6 seconds.
 AL0005
 AL0005.The orthometric height was determined by differential leveling
 AL0005.and adjusted by the National Geodetic Survey in June 1991..
 AL0005
 AL0005.The geoid height was determined by GEOID03.
 AL0005
 AL0005.The dynamic height is computed by dividing the NAVD 88
 AL0005.geopotential number by the normal gravity value computed on the
 AL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0005.degrees latitude (g = 980.6199 gals.).
 AL0005
 AL0005.The modeled gravity was interpolated from observed gravity values.
 AL0005
 AL0005;                    North         East    Units  Estimated Accuracy
 AL0005;SPC FL W     -   409,080.      122,340.      MT  (+/- 180 meters Scaled)
 AL0005
 AL0005                          SUPERSEDED SURVEY CONTROL
 AL0005
 AL0005  NGVD 29 (??/??/92)    2.962  (m)            9.72   (f) ADJ UNCH    2 2
 AL0005
 AL0005.Superseded values are not recommended for survey control.
 AL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0005.See file dsdata.txt to determine how the superseded data were derived.
 AL0005
 AL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM240011(NAD 83)
 AL0005_MARKER: DD = SURVEY DISK
 AL0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0005_SP_SET: INLET
 AL0005_STAMPING: 113 SRD
 AL0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0005
 AL0005  HISTORY     - Date     Condition        Report By
 AL0005  HISTORY     - UNK      MONUMENTED       FLHD
 AL0005  HISTORY     - 1975     GOOD             FLDT
 AL0005  HISTORY     - 1983     GOOD             USPSQD
 AL0005  HISTORY     - 1989     GOOD             USPSQD
 AL0005
 AL0005                          STATION DESCRIPTION
 AL0005
 AL0005'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0005'AT W DUNEDIN.
 AL0005'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND
 AL0005'S.R. S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR
 AL0005'1.90 MILE.  STATION ON LEFT, 200 FT. N. OF WILSON ST. AND 25 FT.
 AL0005'E. OF BAYSHORE BLVD. (U.S. ALT. 19).  SET IN TOP OF INLET.
 AL0005'SECTION 27, T 28 S, R 15 E.
 AL0005
 AL0005                          STATION RECOVERY (1983)
 AL0005
 AL0005'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0005'RECOVERED IN GOOD CONDITION.
 AL0005
 AL0005                          STATION RECOVERY (1989)
 AL0005
 AL0005'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0006 ***********************************************************************
 AL0006  DESIGNATION -  114 FLHD
 AL0006  PID         -  AL0006
 AL0006  STATE/COUNTY-  FL/PINELLAS
 AL0006  USGS QUAD   -  DUNEDIN (1987)
 AL0006
 AL0006                         *CURRENT SURVEY CONTROL
 AL0006  ___________________________________________________________________
 AL0006* NAD 83(1986)-  28 01 13.     (N)    082 47 17.     (W)     SCALED    
 AL0006* NAVD 88     -         0.936  (meters)       3.07   (feet)  ADJUSTED  
 AL0006  ___________________________________________________________________
 AL0006  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AL0006  DYNAMIC HT  -           0.935 (meters)       3.07  (feet)  COMP
 AL0006  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AL0006
 AL0006  VERT ORDER  -  SECOND    CLASS II
 AL0006
 AL0006.The horizontal coordinates were scaled from a topographic map and have
 AL0006.an estimated accuracy of +/- 6 seconds.
 AL0006
 AL0006.The orthometric height was determined by differential leveling
 AL0006.and adjusted by the National Geodetic Survey in June 1991..
 AL0006
 AL0006.The geoid height was determined by GEOID03.
 AL0006
 AL0006.The dynamic height is computed by dividing the NAVD 88
 AL0006.geopotential number by the normal gravity value computed on the
 AL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0006.degrees latitude (g = 980.6199 gals.).
 AL0006
 AL0006.The modeled gravity was interpolated from observed gravity values.
 AL0006
 AL0006;                    North         East    Units  Estimated Accuracy
 AL0006;SPC FL W     -   408,710.      122,500.      MT  (+/- 180 meters Scaled)
 AL0006
 AL0006                          SUPERSEDED SURVEY CONTROL
 AL0006
 AL0006  NGVD 29 (??/??/92)    1.197  (m)            3.93   (f) ADJ UNCH    2 2
 AL0006
 AL0006.Superseded values are not recommended for survey control.
 AL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0006.See file dsdata.txt to determine how the superseded data were derived.
 AL0006
 AL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM242007(NAD 83)
 AL0006_MARKER: DD = SURVEY DISK
 AL0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0006_SP_SET: CULVERT
 AL0006_STAMPING: 114 SRD
 AL0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0006
 AL0006  HISTORY     - Date     Condition        Report By
 AL0006  HISTORY     - UNK      MONUMENTED       FLHD
 AL0006  HISTORY     - 1975     GOOD             FLDT
 AL0006  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AL0006
 AL0006                          STATION DESCRIPTION
 AL0006
 AL0006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0006'AT W DUNEDIN.
 AL0006'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0006'S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 2.15
 AL0006'MILES.  STATION ON LEFT, 500 FT. S/SE OF CEDAR STREET, 63 FT.
 AL0006'E. OF POWER POLE (NO NUMBER) 39.5 FT. E. OF CENTERLINE OF
 AL0006'BAYSHORE BLVD. (U.S. ALT. 19).  SET IN TOP OF CONCRETE HEADWALL.
 AL0006'SECTION 27, T 28 S, R 15 E.
 AL0006
 AL0006                          STATION RECOVERY (1983)
 AL0006
 AL0006'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5321 ***********************************************************************
 DG5321  DESIGNATION -  114 JAS
 DG5321  PID         -  DG5321
 DG5321  STATE/COUNTY-  FL/MARION
 DG5321  USGS QUAD   -  FORT MC COY (1993)
 DG5321
 DG5321                         *CURRENT SURVEY CONTROL
 DG5321  ___________________________________________________________________
 DG5321* NAD 83(1986)-  29 16 29.     (N)    081 53 15.     (W)     SCALED    
 DG5321* NAVD 88     -        18.478  (meters)      60.62   (feet)  ADJUSTED  
 DG5321  ___________________________________________________________________
 DG5321  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DG5321  DYNAMIC HT  -          18.453 (meters)      60.54  (feet)  COMP
 DG5321  MODELED GRAV-     979,260.6   (mgal)                       NAVD 88
 DG5321
 DG5321  VERT ORDER  -  SECOND    CLASS I
 DG5321
 DG5321.The horizontal coordinates were scaled from a topographic map and have
 DG5321.an estimated accuracy of +/- 6 seconds.
 DG5321
 DG5321.The orthometric height was determined by differential leveling
 DG5321.and adjusted by the National Geodetic Survey in August 2004..
 DG5321
 DG5321.The geoid height was determined by GEOID03.
 DG5321
 DG5321.The dynamic height is computed by dividing the NAVD 88
 DG5321.geopotential number by the normal gravity value computed on the
 DG5321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5321.degrees latitude (g = 980.6199 gals.).
 DG5321
 DG5321.The modeled gravity was interpolated from observed gravity values.
 DG5321
 DG5321;                    North         East    Units  Estimated Accuracy
 DG5321;SPC FL W     -   547,480.      210,930.      MT  (+/- 180 meters Scaled)
 DG5321
 DG5321                          SUPERSEDED SURVEY CONTROL
 DG5321
 DG5321.No superseded survey control is available for this station.
 DG5321
 DG5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN137387(NAD 83)
 DG5321_MARKER: DD = SURVEY DISK
 DG5321_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5321_STAMPING: 62 114 JAS 1966
 DG5321_MARK LOGO: USGS  
 DG5321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5321+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2000
 DG5321
 DG5321  HISTORY     - Date     Condition        Report By
 DG5321  HISTORY     - 1966     MONUMENTED       USGS
 DG5321  HISTORY     - 20000427 GOOD             FLDEP
 DG5321
 DG5321                          STATION DESCRIPTION
 DG5321
 DG5321'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5321'THE MARK IS ABOUT 12.6 MI (20.3 KM) EAST OF SILVER SPRINGS, 8.4 MI
 DG5321'(13.5 KM) WEST OF SALT SPRINGS, IN SECTION 15, TOWNSHIP 14 SOUTH,
 DG5321'RANGE 24 EAST. TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 40
 DG5321'AND COUNTY ROAD 326, 1.5 MI (2.4 KM) EAST OF SILVER SPRINGS, GO EAST
 DG5321'ON STATE ROAD 40 FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF COUNTY ROAD
 DG5321'314, TURN LEFT ON COUNTY ROAD 314 AND GO NORTHEASTERLY FOR 7.7 MI
 DG5321'(12.4 KM) TO THE JUNCTION OF COUNTY ROAD 314A ON THE RIGHT AND THE
 DG5321'MARK ON THE LEFT, SET IN TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM)
 DG5321'PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FT (0.5 M)
 DG5321'ABOVE THE LEVEL OF COUNTY ROAD 314. LOCATED 49.0 FT (14.9 M) NORTH OF
 DG5321'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 314, 34.5 FT (10.5 M) WEST
 DG5321'OF THE APPROXIMATE EXTENDED CENTERLINE OF COUNTY ROAD 314A, 6.0 FT
 DG5321'(1.8 M) SOUTHWEST OF A POWER POLE WITH 4 GUY WIRES ATTACHED AND 1.0 FT
 DG5321'(0.3 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6299 ***********************************************************************
 AE6299  DESIGNATION -  1140 20
 AE6299  PID         -  AE6299
 AE6299  STATE/COUNTY-  FL/INDIAN RIVER
 AE6299  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6299
 AE6299                         *CURRENT SURVEY CONTROL
 AE6299  ___________________________________________________________________
 AE6299* NAD 83(1986)-  27 38 27.     (N)    080 39 30.     (W)     SCALED    
 AE6299* NAVD 88     -         6.982  (meters)      22.91   (feet)  ADJUSTED  
 AE6299  ___________________________________________________________________
 AE6299  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AE6299  DYNAMIC HT  -           6.972 (meters)      22.87  (feet)  COMP
 AE6299  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AE6299
 AE6299  VERT ORDER  -  SECOND    CLASS I
 AE6299
 AE6299.The horizontal coordinates were scaled from a topographic map and have
 AE6299.an estimated accuracy of +/- 6 seconds.
 AE6299
 AE6299.The orthometric height was determined by differential leveling
 AE6299.and adjusted by the National Geodetic Survey in February 1998..
 AE6299
 AE6299.The geoid height was determined by GEOID03.
 AE6299
 AE6299.The dynamic height is computed by dividing the NAVD 88
 AE6299.geopotential number by the normal gravity value computed on the
 AE6299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6299.degrees latitude (g = 980.6199 gals.).
 AE6299
 AE6299.The modeled gravity was interpolated from observed gravity values.
 AE6299
 AE6299;                    North         East    Units  Estimated Accuracy
 AE6299;SPC FL E     -   366,460.      233,720.      MT  (+/- 180 meters Scaled)
 AE6299
 AE6299                          SUPERSEDED SURVEY CONTROL
 AE6299
 AE6299.No superseded survey control is available for this station.
 AE6299
 AE6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL337574(NAD 83)
 AE6299_MARKER: DD = SURVEY DISK
 AE6299_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6299_STAMPING: 1140 20
 AE6299_MARK LOGO: SJRWMD
 AE6299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6299+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1995
 AE6299
 AE6299  HISTORY     - Date     Condition        Report By
 AE6299  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6299  HISTORY     - 19951029 GOOD             FLDEP
 AE6299
 AE6299                          STATION DESCRIPTION
 AE6299
 AE6299'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6299'16.0 MI (25.7 KM) WEST OF VERO BEACH, 10.0 MI (16.1 KM) SOUTH OF
 AE6299'FELLSMERE ON LEVEE 77 PARALLEL WITH STATE HIGHWAY 60 IN SECTION 4,
 AE6299'TOWNSHIP 33 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE JUNCTION
 AE6299'OF U.S. HIGHWAY 1 AND STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE
 AE6299'JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AE6299'512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO A RECREATION AREA, TURN LEFT
 AE6299'AND GO WEST THEN SOUTH FOR 200.0 FEET (61.0 M) TO THE LOCKED ENTRANCE
 AE6299'GATE TO SOUTH 77, PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH ON
 AE6299'LEVEE 77 FOR 1.4 MI (2.3 KM) TO A 90 DEGREE TURN TO THE RIGHT, TURN
 AE6299'RIGHT AND CONTINUE WEST ON LEVEE 77 FOR 0.9 MI (1.4 KM) TO MARK ON
 AE6299'RIGHT, A SJRWMD ALUMINUM CAP SET ON TOP OF A 5/8 INCH COPPER COATED
 AE6299'ROD DRIVEN INTO THE GROUND AND SURROUNDED BY AN 8 INCH STOVE PIPE
 AE6299'FILLED WITH CONCRETE, ON THE NORTH FACE SLOPE, FLUSH WITH THE GROUND,
 AE6299'0.10 MI (0.16 KM) EAST OF Y 435 1995, 26.0 FEET (7.9 M) NORTH OF THE
 AE6299'TOP CENTER OF LEVEE 7, AND 1.2 FEET (0.4 M) SOUTH OF A SJRWMD METAL
 AE6299'WITNESS POST. NOTE  FOR KEY CONTACT TOMMY WALTERS, ST JOHNS WATER
 AE6299'MANAGEMENT DISTRICT, PALATKA, FL  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6149 ***********************************************************************
 AE6149  DESIGNATION -  1140 20 RM 1
 AE6149  PID         -  AE6149
 AE6149  STATE/COUNTY-  FL/INDIAN RIVER
 AE6149  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6149
 AE6149                         *CURRENT SURVEY CONTROL
 AE6149  ___________________________________________________________________
 AE6149* NAD 83(1986)-  27 38 27.     (N)    080 39 28.     (W)     SCALED    
 AE6149* NAVD 88     -         7.289  (meters)      23.91   (feet)  ADJUSTED  
 AE6149  ___________________________________________________________________
 AE6149  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AE6149  DYNAMIC HT  -           7.278 (meters)      23.88  (feet)  COMP
 AE6149  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AE6149
 AE6149  VERT ORDER  -  SECOND    CLASS I
 AE6149
 AE6149.The horizontal coordinates were scaled from a topographic map and have
 AE6149.an estimated accuracy of +/- 6 seconds.
 AE6149
 AE6149.The orthometric height was determined by differential leveling
 AE6149.and adjusted by the National Geodetic Survey in February 1998..
 AE6149
 AE6149.The geoid height was determined by GEOID03.
 AE6149
 AE6149.The dynamic height is computed by dividing the NAVD 88
 AE6149.geopotential number by the normal gravity value computed on the
 AE6149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6149.degrees latitude (g = 980.6199 gals.).
 AE6149
 AE6149.The modeled gravity was interpolated from observed gravity values.
 AE6149
 AE6149;                    North         East    Units  Estimated Accuracy
 AE6149;SPC FL E     -   366,460.      233,770.      MT  (+/- 180 meters Scaled)
 AE6149
 AE6149                          SUPERSEDED SURVEY CONTROL
 AE6149
 AE6149.No superseded survey control is available for this station.
 AE6149
 AE6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL337574(NAD 83)
 AE6149_MARKER: DD = SURVEY DISK
 AE6149_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6149_STAMPING: 1140 20 RM1 FB94 156 PG 37
 AE6149_MARK LOGO: SJRWMD
 AE6149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6149+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1995
 AE6149
 AE6149  HISTORY     - Date     Condition        Report By
 AE6149  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6149  HISTORY     - 19951029 GOOD             FLDEP
 AE6149
 AE6149                          STATION DESCRIPTION
 AE6149
 AE6149'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6149'THE MARK IS ABOUT 16.0 MI (25.7 KM) WEST OF VERO BEACH, 10.0 MI (16.1
 AE6149'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH STATE HIGHWAY 60 IN
 AE6149'SECTION 4, TOWNSHIP 33 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AE6149'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO BEACH, GO
 AE6149'WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF
 AE6149'COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 512 AND GO
 AE6149'NORTH FOR 1.5 MI (2.4 KM) TO A RECREATION AREA, TURN LEFT AND GO WEST
 AE6149'THAN SOUTH FOR ABOUT 200.0 FT (61.0 M) TO THE LOCKED ENTRANCE GATE TO
 AE6149'SOUTH LEVEE 77, PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH ON
 AE6149'LEVEE 77 FOR 1.4 MI (2.3 KM) TO A 90 DEGREE TURN TO THE RIGHT, TURN
 AE6149'RIGHT AND CONTINUE WEST ON LEVEE 77 FOR 0.85 MI (1.37 KM) TO THE MARK
 AE6149'ON THE RIGHT, A SJRWMD ALUMINUM CUP SET ON THE TOP OF A 5/8-INCH
 AE6149'COPPER COATED ROD DRIVIN INTO THE GROUND AND SURROUNDED BY AN 8-INCH
 AE6149'STOVE PIPE FILLED WITH CONCRETE, ON THE NORTH FACE SLOPE, FLUSH WITH
 AE6149'THE GROUND. LOCATED 0.15 MI (0.24 KM) EAST OF Y 435 1995, 21.0 FT (6.4
 AE6149'M) NORTH OF THE TOP CENTER OF LEVEE 77 AND 1.2 FT (0.4 M) SOUTH OF A
 AE6149'SJRWMD METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.
 AE6149'JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6149'329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6148 ***********************************************************************
 AE6148  DESIGNATION -  1141 20
 AE6148  PID         -  AE6148
 AE6148  STATE/COUNTY-  FL/INDIAN RIVER
 AE6148  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6148
 AE6148                         *CURRENT SURVEY CONTROL
 AE6148  ___________________________________________________________________
 AE6148* NAD 83(1986)-  27 38 27.     (N)    080 38 38.     (W)     SCALED    
 AE6148* NAVD 88     -         7.449  (meters)      24.44   (feet)  ADJUSTED  
 AE6148  ___________________________________________________________________
 AE6148  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AE6148  DYNAMIC HT  -           7.438 (meters)      24.40  (feet)  COMP
 AE6148  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 AE6148
 AE6148  VERT ORDER  -  SECOND    CLASS I
 AE6148
 AE6148.The horizontal coordinates were scaled from a topographic map and have
 AE6148.an estimated accuracy of +/- 6 seconds.
 AE6148
 AE6148.The orthometric height was determined by differential leveling
 AE6148.and adjusted by the National Geodetic Survey in February 1998..
 AE6148
 AE6148.The geoid height was determined by GEOID03.
 AE6148
 AE6148.The dynamic height is computed by dividing the NAVD 88
 AE6148.geopotential number by the normal gravity value computed on the
 AE6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6148.degrees latitude (g = 980.6199 gals.).
 AE6148
 AE6148.The modeled gravity was interpolated from observed gravity values.
 AE6148
 AE6148;                    North         East    Units  Estimated Accuracy
 AE6148;SPC FL E     -   366,460.      235,140.      MT  (+/- 180 meters Scaled)
 AE6148
 AE6148                          SUPERSEDED SURVEY CONTROL
 AE6148
 AE6148.No superseded survey control is available for this station.
 AE6148
 AE6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351574(NAD 83)
 AE6148_MARKER: DD = SURVEY DISK
 AE6148_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6148_STAMPING: 1141-20
 AE6148_MARK LOGO: SJRWMD
 AE6148_PROJECTION: FLUSH
 AE6148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6148+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6148_ROD/PIPE-DEPTH: 16.8 meters
 AE6148
 AE6148  HISTORY     - Date     Condition        Report By
 AE6148  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6148  HISTORY     - 19950624 GOOD             FLDEP
 AE6148
 AE6148                          STATION DESCRIPTION
 AE6148
 AE6148'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6148'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF VERO BEACH, 10.0 MI (16.1
 AE6148'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH COUNTY ROAD 512 AND
 AE6148'PARALLEL WITH STATE ROAD 60 IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 37
 AE6148'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AE6148'ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86
 AE6148'KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON
 AE6148'COUNTY ROAD 512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO A RECREATION AREA,
 AE6148'TURN LEFT AND GO WEST THAN SOUTH FOR ABOUT 200.0 FT (61.0 M) TO THE
 AE6148'ENTRANCE GATE TO SOUTH LEVEE 77, PASSING THROUGH THE LOCKED GATE
 AE6148'CONTINUE SOUTH ON LEVEE 77 FOR 1.4 MI (2.3 KM) TO THE MARK ON THE
 AE6148'RIGHT, ON THE NORTHWEST SIDE OF THE LEVEE, A COPPER COATED STEEL ROD
 AE6148'DRIVEN TO THE DEPTH OF 55.0 FT (16.8 M) WITH A SJRWMD DISC ON TOP AND
 AE6148'SURROUNDED BY AN 8-INCH STOVEPIPE FILLED WITH CONCRETE. LOCATED 21.0
 AE6148'FT (6.4 M) NORTHWEST OF THE TOP OF LEVEE 77 CENTER AND 1.0 FT (0.3 M)
 AE6148'SOUTHEAST OF A METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6148'ST.  JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6148'329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6146 ***********************************************************************
 AE6146  DESIGNATION -  1142 20
 AE6146  PID         -  AE6146
 AE6146  STATE/COUNTY-  FL/INDIAN RIVER
 AE6146  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6146
 AE6146                         *CURRENT SURVEY CONTROL
 AE6146  ___________________________________________________________________
 AE6146* NAD 83(1986)-  27 38 49.     (N)    080 38 38.     (W)     SCALED    
 AE6146* NAVD 88     -         7.425  (meters)      24.36   (feet)  ADJUSTED  
 AE6146  ___________________________________________________________________
 AE6146  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AE6146  DYNAMIC HT  -           7.414 (meters)      24.32  (feet)  COMP
 AE6146  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 AE6146
 AE6146  VERT ORDER  -  SECOND    CLASS I
 AE6146
 AE6146.The horizontal coordinates were scaled from a topographic map and have
 AE6146.an estimated accuracy of +/- 6 seconds.
 AE6146
 AE6146.The orthometric height was determined by differential leveling
 AE6146.and adjusted by the National Geodetic Survey in February 1998..
 AE6146
 AE6146.The geoid height was determined by GEOID03.
 AE6146
 AE6146.The dynamic height is computed by dividing the NAVD 88
 AE6146.geopotential number by the normal gravity value computed on the
 AE6146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6146.degrees latitude (g = 980.6199 gals.).
 AE6146
 AE6146.The modeled gravity was interpolated from observed gravity values.
 AE6146
 AE6146;                    North         East    Units  Estimated Accuracy
 AE6146;SPC FL E     -   367,140.      235,140.      MT  (+/- 180 meters Scaled)
 AE6146
 AE6146                          SUPERSEDED SURVEY CONTROL
 AE6146
 AE6146.No superseded survey control is available for this station.
 AE6146
 AE6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351581(NAD 83)
 AE6146_MARKER: DD = SURVEY DISK
 AE6146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6146_STAMPING: 1142-20
 AE6146_MARK LOGO: SJRWMD
 AE6146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6146+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6146
 AE6146  HISTORY     - Date     Condition        Report By
 AE6146  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6146  HISTORY     - 19950624 GOOD             FLDEP
 AE6146
 AE6146                          STATION DESCRIPTION
 AE6146
 AE6146'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6146'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF VERO BEACH, 9.5 MI (15.3
 AE6146'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH COUNTY ROAD 512 IN
 AE6146'SECTION 04, TOWNSHIP 32 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AE6146'THE JUNCTION OF U.S. HIGHWAY 1 AND STAT ROAD 60 IN VERO BEACH, GO WEST
 AE6146'ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF COUNTY
 AE6146'ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 512 AND GO NORTH FOR
 AE6146'1.5 MI (2.4 KM) TO THE RECREATION AREA, TURN LEFT AND GO WEST THAN
 AE6146'SOUTH FOR APPROXIMATELY 200.0 FT (61.0 M) TO THE ENTRANCE GATE TO
 AE6146'SOUTH LEVEE 77, PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH ON
 AE6146'LEVEE 77 FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, A COPPER COATED
 AE6146'STEEL ROD DRIVEN INTO THE GROUND WITH A SJRWMD DISC ON TOP AND
 AE6146'SURROUNDED BY AN 8-INCH STOVEPIPE FILLED WITH CONCRETE. LOCATED 590.0
 AE6146'FT (179.8 M) NORTH OF A TELEMETLRY STATION, 25.0 FT (7.6 M) WEST OF
 AE6146'THE TOP OF THE CENTER OF LEVEE 77 AND 1.0 FT (0.3 M) EAST OF A METAL
 AE6146'WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHNS WATER
 AE6146'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6147 ***********************************************************************
 AE6147  DESIGNATION -  1142 20 RM 1
 AE6147  PID         -  AE6147
 AE6147  STATE/COUNTY-  FL/INDIAN RIVER
 AE6147  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6147
 AE6147                         *CURRENT SURVEY CONTROL
 AE6147  ___________________________________________________________________
 AE6147* NAD 83(1986)-  27 38 43.     (N)    080 38 38.     (W)     SCALED    
 AE6147* NAVD 88     -         7.722  (meters)      25.33   (feet)  ADJUSTED  
 AE6147  ___________________________________________________________________
 AE6147  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AE6147  DYNAMIC HT  -           7.710 (meters)      25.30  (feet)  COMP
 AE6147  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 AE6147
 AE6147  VERT ORDER  -  SECOND    CLASS I
 AE6147
 AE6147.The horizontal coordinates were scaled from a topographic map and have
 AE6147.an estimated accuracy of +/- 6 seconds.
 AE6147
 AE6147.The orthometric height was determined by differential leveling
 AE6147.and adjusted by the National Geodetic Survey in February 1998..
 AE6147
 AE6147.The geoid height was determined by GEOID03.
 AE6147
 AE6147.The dynamic height is computed by dividing the NAVD 88
 AE6147.geopotential number by the normal gravity value computed on the
 AE6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6147.degrees latitude (g = 980.6199 gals.).
 AE6147
 AE6147.The modeled gravity was interpolated from observed gravity values.
 AE6147
 AE6147;                    North         East    Units  Estimated Accuracy
 AE6147;SPC FL E     -   366,950.      235,140.      MT  (+/- 180 meters Scaled)
 AE6147
 AE6147                          SUPERSEDED SURVEY CONTROL
 AE6147
 AE6147.No superseded survey control is available for this station.
 AE6147
 AE6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351579(NAD 83)
 AE6147_MARKER: DD = SURVEY DISK
 AE6147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6147_STAMPING: RM-1 1142-20 FB94-156 PG.45
 AE6147_MARK LOGO: SJRWMD
 AE6147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6147+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6147
 AE6147  HISTORY     - Date     Condition        Report By
 AE6147  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6147  HISTORY     - 19950624 GOOD             FLDEP
 AE6147
 AE6147                          STATION DESCRIPTION
 AE6147
 AE6147'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6147'THE MARK IS ABOUT 15.4 MI (24.8 KM) WEST OF VERO BEACH, 9.6 MI (15.4
 AE6147'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH COUNTY ROAD 512 IN
 AE6147'SECTION 4, TOWNSHIP 33 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AE6147'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO BEACH, GO
 AE6147'WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF
 AE6147'COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 512 AND GO
 AE6147'NORTH FOR 1.5 MI (2.4 KM) TO THE ENTRANCE TO RECREATION AREA ON THE
 AE6147'LEFT, TURN LEFT AND GO WEST THAN SOUTH FOR APPROXIMATELY 200.0 FT
 AE6147'(61.0 M) TO THE LOCKED ENTRANCE GATE TO SOUTH LEVEE 77, PASSING
 AE6147'THROUGH THE LOCKED GATE, CONTINUE SOUTH ON LEVEE 77 FOR 1.1 MI (1.8
 AE6147'KM) TO THE MARK ON THE LEFT, A SJRWMD ALUMINUM DISK SET ON THE TOP OF
 AE6147'AN 5/8-INCH COPPER COATED STEEL ROD DRIVER INTO THE GROUND AND
 AE6147'SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE, ON THE EAST
 AE6147'SLOPE, 0.4 FT (12.2 CM) BELOW THE TOP OF LEVEE 77 AND PROJECTING 1.0
 AE6147'FT (0.3 M) ABOVE THE LEVEL OF THE GROUND. LOCATED 45.8 FT (14.0 M)
 AE6147'EAST OF THE EAST END OF A DOCK WITH A TELEMETER STATION, 24.0 FT (7.3
 AE6147'M) EAST OF THE TOP OF THE CENTER OF LEVEE 77 AND 1.3 FT (0.4 M) EAST
 AE6147'OF A 4-INCH WOODEN WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6147'ST.  JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6147'329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6145 ***********************************************************************
 AE6145  DESIGNATION -  1143 20
 AE6145  PID         -  AE6145
 AE6145  STATE/COUNTY-  FL/INDIAN RIVER
 AE6145  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6145
 AE6145                         *CURRENT SURVEY CONTROL
 AE6145  ___________________________________________________________________
 AE6145* NAD 83(1986)-  27 39 41.     (N)    080 38 38.     (W)     SCALED    
 AE6145* NAVD 88     -         7.240  (meters)      23.75   (feet)  ADJUSTED  
 AE6145  ___________________________________________________________________
 AE6145  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AE6145  DYNAMIC HT  -           7.230 (meters)      23.72  (feet)  COMP
 AE6145  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AE6145
 AE6145  VERT ORDER  -  SECOND    CLASS I
 AE6145
 AE6145.The horizontal coordinates were scaled from a topographic map and have
 AE6145.an estimated accuracy of +/- 6 seconds.
 AE6145
 AE6145.The orthometric height was determined by differential leveling
 AE6145.and adjusted by the National Geodetic Survey in February 1998..
 AE6145
 AE6145.The geoid height was determined by GEOID03.
 AE6145
 AE6145.The dynamic height is computed by dividing the NAVD 88
 AE6145.geopotential number by the normal gravity value computed on the
 AE6145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6145.degrees latitude (g = 980.6199 gals.).
 AE6145
 AE6145.The modeled gravity was interpolated from observed gravity values.
 AE6145
 AE6145;                    North         East    Units  Estimated Accuracy
 AE6145;SPC FL E     -   368,740.      235,140.      MT  (+/- 180 meters Scaled)
 AE6145
 AE6145                          SUPERSEDED SURVEY CONTROL
 AE6145
 AE6145.No superseded survey control is available for this station.
 AE6145
 AE6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351597(NAD 83)
 AE6145_MARKER: DD = SURVEY DISK
 AE6145_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6145_STAMPING: 1143-20
 AE6145_MARK LOGO: SJRWMD
 AE6145_PROJECTION: FLUSH
 AE6145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6145+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6145_ROD/PIPE-DEPTH: 18.3 meters
 AE6145
 AE6145  HISTORY     - Date     Condition        Report By
 AE6145  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6145  HISTORY     - 19950624 GOOD             FLDEP
 AE6145
 AE6145                          STATION DESCRIPTION
 AE6145
 AE6145'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6145'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF VERO BEACH, 8.5 MI (13.7
 AE6145'KM) SOUTH OF FELLSMERE ON COUNTY ROAD 512 IN SECTION 4, TOWNSHIP 32
 AE6145'SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 AE6145'HIGHWAY 1 AND STATE ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60
 AE6145'FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE
 AE6145'RIGHT, TURN RIGHT ON STATE ROAD 512 AND GO NORTH FOR 1.5 MI (2.4 KM)
 AE6145'TO A RECREATION AREA ON THE LEFT, TURN LEFT AND GO WEST THAN SOUTH FOR
 AE6145'ABOUT 200.0 FT (61.0 M) TO THE LOCKED ENTRANCE GATE TO SOUTH LEVEE 77
 AE6145'AND THE MARK ON THE RIGHT, ON THE WEST TOE OF SOUTH LEVEE 77, A COPPER
 AE6145'COATED STEEL ROD DRIVEN TO THE DEPTH OF 60.0 FT (18.3 M) WITH A SJRWMD
 AE6145'DISC ON TOP AND SURROUNDED BY AN 8-INCH STOVEPIPE FILLED WITH
 AE6145'CONCRETE. LOOCATED 25.0 FT (7.6 M) WEST OF THE CENTER OF THE TOP OF
 AE6145'LEVEE 77 AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6265 ***********************************************************************
 AE6265  DESIGNATION -  1145 20 RM 1
 AE6265  PID         -  AE6265
 AE6265  STATE/COUNTY-  FL/INDIAN RIVER
 AE6265  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6265
 AE6265                         *CURRENT SURVEY CONTROL
 AE6265  ___________________________________________________________________
 AE6265* NAD 83(1986)-  27 41 43.     (N)    080 38 36.     (W)     SCALED    
 AE6265* NAVD 88     -         9.002  (meters)      29.53   (feet)  ADJUSTED  
 AE6265  ___________________________________________________________________
 AE6265  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AE6265  DYNAMIC HT  -           8.989 (meters)      29.49  (feet)  COMP
 AE6265  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 AE6265
 AE6265  VERT ORDER  -  SECOND    CLASS I
 AE6265
 AE6265.The horizontal coordinates were scaled from a topographic map and have
 AE6265.an estimated accuracy of +/- 6 seconds.
 AE6265
 AE6265.The orthometric height was determined by differential leveling
 AE6265.and adjusted by the National Geodetic Survey in February 1998..
 AE6265
 AE6265.The geoid height was determined by GEOID03.
 AE6265
 AE6265.The dynamic height is computed by dividing the NAVD 88
 AE6265.geopotential number by the normal gravity value computed on the
 AE6265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6265.degrees latitude (g = 980.6199 gals.).
 AE6265
 AE6265.The modeled gravity was interpolated from observed gravity values.
 AE6265
 AE6265;                    North         East    Units  Estimated Accuracy
 AE6265;SPC FL E     -   372,490.      235,180.      MT  (+/- 180 meters Scaled)
 AE6265
 AE6265                          SUPERSEDED SURVEY CONTROL
 AE6265
 AE6265.No superseded survey control is available for this station.
 AE6265
 AE6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351634(NAD 83)
 AE6265_MARKER: DD = SURVEY DISK
 AE6265_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6265_SP_SET: FOOTER
 AE6265_STAMPING: RM-1 1145-20 FB94-156 PG.62
 AE6265_MARK LOGO: SJRWMD
 AE6265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6265+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1995
 AE6265
 AE6265  HISTORY     - Date     Condition        Report By
 AE6265  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6265  HISTORY     - 19950922 GOOD             FLDEP
 AE6265
 AE6265                          STATION DESCRIPTION
 AE6265
 AE6265'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6265'THE MARK IS ABOUT 15.45 MI (24.86 KM) NORTHWEST OF VERO BEACH IN
 AE6265'ESTIMATED SECTION 16, TOWNSHIP 32 SOUTH, RANGE 37 EAST. TO REACH THE
 AE6265'MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO
 AE6265'BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE
 AE6265'JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AE6265'512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE DIRT ENTRANCE OF A PUBLIC
 AE6265'BOAT RAMP ON THE LEFT, CONTINUE NORTH ON COUNTY ROAD 512 FOR 2.35 MI
 AE6265'(3.78 KM) TO A BRIDGE AND A FLOOD CONTROL STRUCTURE ON THE WEST SIDE
 AE6265'OF THE CANAL AND THE MARK SET FLUSH IN THE CONCRETE FOOTER TO THE DOCK
 AE6265'OF THE STRUCTURE. LOCATED 78.9 FT (24.0 M) SOUTH OF THE APPROXIMATE
 AE6265'CENTERLINE OF THE DIM TRACK ROAD LEADING TO THE STRUCTURE, 12.8 FT
 AE6265'(3.9 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD ON
 AE6265'TOP OF THE LEVEE AND 1.0 FT (0.3 M) WEST OF THE WEST EDGE OF THE DOCK
 AE6265'LEADING TO THE STRUCTURE. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.
 AE6265'JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6265'329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1149 ***********************************************************************
 AQ1149  DESIGNATION -  11.476
 AQ1149  PID         -  AQ1149
 AQ1149  STATE/COUNTY-  FL/VOLUSIA
 AQ1149  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1149
 AQ1149                         *CURRENT SURVEY CONTROL
 AQ1149  ___________________________________________________________________
 AQ1149* NAD 83(1986)-  29 12 56.     (N)    081 01 06.     (W)     SCALED    
 AQ1149* NAVD 88     -         2.575  (meters)       8.45   (feet)  ADJUSTED  
 AQ1149  ___________________________________________________________________
 AQ1149  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1149  DYNAMIC HT  -           2.571 (meters)       8.44  (feet)  COMP
 AQ1149  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 AQ1149
 AQ1149  VERT ORDER  -  FIRST     CLASS I
 AQ1149
 AQ1149.The horizontal coordinates were scaled from a topographic map and have
 AQ1149.an estimated accuracy of +/- 6 seconds.
 AQ1149
 AQ1149.The orthometric height was determined by differential leveling
 AQ1149.and adjusted by the National Geodetic Survey in September 1996..
 AQ1149
 AQ1149.The geoid height was determined by GEOID03.
 AQ1149
 AQ1149.The dynamic height is computed by dividing the NAVD 88
 AQ1149.geopotential number by the normal gravity value computed on the
 AQ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1149.degrees latitude (g = 980.6199 gals.).
 AQ1149
 AQ1149.The modeled gravity was interpolated from observed gravity values.
 AQ1149
 AQ1149;                    North         East    Units  Estimated Accuracy
 AQ1149;SPC FL E     -   540,920.      198,220.      MT  (+/- 180 meters Scaled)
 AQ1149
 AQ1149                          SUPERSEDED SURVEY CONTROL
 AQ1149
 AQ1149  NAVD 88 (06/15/91)    2.571  (m)            8.44   (f) UNKNOWN     1 1
 AQ1149  NGVD 29 (09/01/92)    2.932  (m)            9.62   (f) ADJUSTED    1 1
 AQ1149
 AQ1149.Superseded values are not recommended for survey control.
 AQ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1149.See file dsdata.txt to determine how the superseded data were derived.
 AQ1149
 AQ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN982318(NAD 83)
 AQ1149_MARKER: DD = SURVEY DISK
 AQ1149_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ1149_SP_SET: CONCRETE BASE FOR BANNISTER
 AQ1149_STAMPING: 11.476
 AQ1149_MARK LOGO: FLDT  
 AQ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1149+STABILITY: SURFACE MOTION
 AQ1149
 AQ1149  HISTORY     - Date     Condition        Report By
 AQ1149  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1149  HISTORY     - 1965     GOOD             NGS
 AQ1149  HISTORY     - 1976     GOOD             NGS
 AQ1149  HISTORY     - 1987     GOOD             FLDNR
 AQ1149  HISTORY     - 1990     GOOD             USPSQD
 AQ1149
 AQ1149                          STATION DESCRIPTION
 AQ1149
 AQ1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AQ1149'AT DAYTONA BEACH.
 AQ1149'AT DAYTONA BEACH, NEAR THE WEST END OF THE LARGE U.S. HIGHWAY 92
 AQ1149'BRIDGE OVER THE HALIFAX RIVER, 36 FEET EAST OF THE WEST END OF
 AQ1149'THE SOUTH CONCRETE WALKWAY OF THE BRIDGE, 24 FEET SOUTH OF THE
 AQ1149'CENTER LINE OF THE HIGHWAY, 0.3 FOOT NORTH OF THE NORTH SIDE OF
 AQ1149'THE SOUTH CONCRETE GUARDRAIL OF BRIDGE AND 1/2 FOOT ABOVE THE
 AQ1149'BRIDGE FLOOR.
 AQ1149
 AQ1149                          STATION RECOVERY (1976)
 AQ1149
 AQ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1149'RECOVERED IN GOOD CONDITION.
 AQ1149
 AQ1149                          STATION RECOVERY (1987)
 AQ1149
 AQ1149'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1149'RECOVERED IN GOOD CONDITION.
 AQ1149
 AQ1149                          STATION RECOVERY (1990)
 AQ1149
 AQ1149'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3175 ***********************************************************************
 AC3175  DESIGNATION -  11.49 A FLHD
 AC3175  PID         -  AC3175
 AC3175  STATE/COUNTY-  FL/COLLIER
 AC3175  USGS QUAD   -  EVERGLADES CITY (1974)
 AC3175
 AC3175                         *CURRENT SURVEY CONTROL
 AC3175  ___________________________________________________________________
 AC3175* NAD 83(1986)-  25 50 19.     (N)    081 22 53.     (W)     SCALED    
 AC3175* NAVD 88     -         3.144  (meters)      10.31   (feet)  ADJUSTED  
 AC3175  ___________________________________________________________________
 AC3175  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AC3175  DYNAMIC HT  -           3.138 (meters)      10.30  (feet)  COMP
 AC3175  MODELED GRAV-     979,019.4   (mgal)                       NAVD 88
 AC3175
 AC3175  VERT ORDER  -  SECOND    CLASS I
 AC3175
 AC3175.The horizontal coordinates were scaled from a topographic map and have
 AC3175.an estimated accuracy of +/- 6 seconds.
 AC3175
 AC3175.The orthometric height was determined by differential leveling
 AC3175.and adjusted by the National Geodetic Survey in June 1991..
 AC3175
 AC3175.The geoid height was determined by GEOID03.
 AC3175
 AC3175.The dynamic height is computed by dividing the NAVD 88
 AC3175.geopotential number by the normal gravity value computed on the
 AC3175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3175.degrees latitude (g = 980.6199 gals.).
 AC3175
 AC3175.The modeled gravity was interpolated from observed gravity values.
 AC3175
 AC3175;                    North         East    Units  Estimated Accuracy
 AC3175;SPC FL E     -   166,790.      161,770.      MT  (+/- 180 meters Scaled)
 AC3175
 AC3175                          SUPERSEDED SURVEY CONTROL
 AC3175
 AC3175  NGVD 29 (??/??/92)    3.559  (m)           11.68   (f) ADJ UNCH    2 1
 AC3175
 AC3175.Superseded values are not recommended for survey control.
 AC3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3175.See file dsdata.txt to determine how the superseded data were derived.
 AC3175
 AC3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ617578(NAD 83)
 AC3175_MARKER: DD = SURVEY DISK
 AC3175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3175_SP_SET: BRIDGE ABUTMENT
 AC3175_STAMPING: 11.49 A
 AC3175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3175+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 AC3175
 AC3175  HISTORY     - Date     Condition        Report By
 AC3175  HISTORY     - UNK      MONUMENTED       FLHD
 AC3175  HISTORY     - 1978     GOOD             FLDNR
 AC3175  HISTORY     - 1990     GOOD             USPSQD
 AC3175  HISTORY     - 20041123 GOOD             USPSQD
 AC3175
 AC3175                          STATION DESCRIPTION
 AC3175
 AC3175'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3175'EVERGLADES CITY.
 AC3175'BEGIN AT THE COURTHOUSE IN EVERGLADES CITY. PROCEED 1.4 MILES SOUTH
 AC3175'ALONG STATE ROAD 29 TO THE MARK,WHICH BEARS 18.5 FEET NORTHEAST OF THE
 AC3175'CENTERLINE OF STATE ROAD 29, 7.8 FEET NORTH OF THE EDGE OF A GUARD
 AC3175'RAIL, 0.4 FEET SOUTHWEST OF THE EASTERLY EDGE OF THE SOUTHEAST
 AC3175'ABUTMENT OF A SRD BRIDGE.
 AC3175
 AC3175                          STATION RECOVERY (1990)
 AC3175
 AC3175'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3175'RECOVERED IN GOOD CONDITION.
 AC3175
 AC3175                          STATION RECOVERY (2004)
 AC3175
 AC3175'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3174 ***********************************************************************
 AC3174  DESIGNATION -  11.49 FLHD
 AC3174  PID         -  AC3174
 AC3174  STATE/COUNTY-  FL/COLLIER
 AC3174  USGS QUAD   -  EVERGLADES CITY (1974)
 AC3174
 AC3174                         *CURRENT SURVEY CONTROL
 AC3174  ___________________________________________________________________
 AC3174* NAD 83(1986)-  25 50 21.     (N)    081 22 56.     (W)     SCALED    
 AC3174* NAVD 88     -         3.145  (meters)      10.32   (feet)  ADJUSTED  
 AC3174  ___________________________________________________________________
 AC3174  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AC3174  DYNAMIC HT  -           3.140 (meters)      10.30  (feet)  COMP
 AC3174  MODELED GRAV-     979,019.5   (mgal)                       NAVD 88
 AC3174
 AC3174  VERT ORDER  -  SECOND    CLASS I
 AC3174
 AC3174.The horizontal coordinates were scaled from a topographic map and have
 AC3174.an estimated accuracy of +/- 6 seconds.
 AC3174
 AC3174.The orthometric height was determined by differential leveling
 AC3174.and adjusted by the National Geodetic Survey in June 1991..
 AC3174
 AC3174.The geoid height was determined by GEOID03.
 AC3174
 AC3174.The dynamic height is computed by dividing the NAVD 88
 AC3174.geopotential number by the normal gravity value computed on the
 AC3174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3174.degrees latitude (g = 980.6199 gals.).
 AC3174
 AC3174.The modeled gravity was interpolated from observed gravity values.
 AC3174
 AC3174;                    North         East    Units  Estimated Accuracy
 AC3174;SPC FL E     -   166,850.      161,680.      MT  (+/- 180 meters Scaled)
 AC3174
 AC3174                          SUPERSEDED SURVEY CONTROL
 AC3174
 AC3174  NGVD 29 (??/??/92)    3.561  (m)           11.68   (f) ADJ UNCH    2 1
 AC3174
 AC3174.Superseded values are not recommended for survey control.
 AC3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3174.See file dsdata.txt to determine how the superseded data were derived.
 AC3174
 AC3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ616579(NAD 83)
 AC3174_MARKER: DD = SURVEY DISK
 AC3174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3174_SP_SET: BRIDGE ABUTMENT
 AC3174_STAMPING: 11.49
 AC3174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3174+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 AC3174
 AC3174  HISTORY     - Date     Condition        Report By
 AC3174  HISTORY     - UNK      MONUMENTED       FLHD
 AC3174  HISTORY     - 1978     GOOD             FLDNR
 AC3174  HISTORY     - 1990     GOOD             USPSQD
 AC3174  HISTORY     - 20041123 GOOD             USPSQD
 AC3174
 AC3174                          STATION DESCRIPTION
 AC3174
 AC3174'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3174'1.3 MI SOUTH FROM EVERGLADES CITY.
 AC3174'BEGIN AT THE COURTHOUSE IN EVERGLADES CITY. PROCEED ABOUT 1.3 MILES
 AC3174'SOUTH ALONG STATE ROAD 29 TO THE MARK,WHICH BEARS 18.3 FEET NORTHWETST
 AC3174'OF THE CENTERLINE OF STATE ROAD 29, 19.1 FEET SOUTHWEST OF THE SOUTH
 AC3174'END GUARD RAIL, 0.4 FEET NORTHEAST OF THE WESTERLY EDGE OF THE BRIDGE
 AC3174'ABUTMENT, SET IN THE NORTHWEST ABUTMENT OF A BRIDGE.
 AC3174
 AC3174                          STATION RECOVERY (1990)
 AC3174
 AC3174'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3174'RECOVERED IN GOOD CONDITION.
 AC3174
 AC3174                          STATION RECOVERY (2004)
 AC3174
 AC3174'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0007 ***********************************************************************
 AL0007  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0007  DESIGNATION -  115 FLHD
 AL0007  PID         -  AL0007
 AL0007  STATE/COUNTY-  FL/PINELLAS
 AL0007  USGS QUAD   -  DUNEDIN (1987)
 AL0007
 AL0007                         *CURRENT SURVEY CONTROL
 AL0007  ___________________________________________________________________
 AL0007* NAD 83(1986)-  28 00 43.     (N)    082 47 29.     (W)     SCALED    
 AL0007* NAVD 88     -         1.035  (meters)       3.40   (feet)  ADJUSTED  
 AL0007  ___________________________________________________________________
 AL0007  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AL0007  DYNAMIC HT  -           1.034 (meters)       3.39  (feet)  COMP
 AL0007  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AL0007
 AL0007  VERT ORDER  -  SECOND    CLASS I
 AL0007
 AL0007.The horizontal coordinates were scaled from a topographic map and have
 AL0007.an estimated accuracy of +/- 6 seconds.
 AL0007
 AL0007.The orthometric height was determined by differential leveling
 AL0007.and adjusted by the National Geodetic Survey in June 1991..
 AL0007
 AL0007.This Tidal Bench Mark is designated as VM 7571
 AL0007.by the Center for Operational Oceanographic Products and Services.
 AL0007
 AL0007.The geoid height was determined by GEOID03.
 AL0007
 AL0007.The dynamic height is computed by dividing the NAVD 88
 AL0007.geopotential number by the normal gravity value computed on the
 AL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0007.degrees latitude (g = 980.6199 gals.).
 AL0007
 AL0007.The modeled gravity was interpolated from observed gravity values.
 AL0007
 AL0007;                    North         East    Units  Estimated Accuracy
 AL0007;SPC FL W     -   407,790.      122,170.      MT  (+/- 180 meters Scaled)
 AL0007
 AL0007                          SUPERSEDED SURVEY CONTROL
 AL0007
 AL0007  NGVD 29 (??/??/92)    1.296  (m)            4.25   (f) ADJ UNCH    2 1
 AL0007
 AL0007.Superseded values are not recommended for survey control.
 AL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0007.See file dsdata.txt to determine how the superseded data were derived.
 AL0007
 AL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL238998(NAD 83)
 AL0007_MARKER: DJ = TIDAL STATION DISK
 AL0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0007_STAMPING: 115 SRD
 AL0007_MARK LOGO: FLHD  
 AL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0007+STABILITY: SURFACE MOTION
 AL0007
 AL0007  HISTORY     - Date     Condition        Report By
 AL0007  HISTORY     - UNK      MONUMENTED       FLHD
 AL0007  HISTORY     - 1975     GOOD             FLDT
 AL0007  HISTORY     - 1976     GOOD             NGS
 AL0007  HISTORY     - 1983     GOOD             FLDNR
 AL0007
 AL0007                          STATION DESCRIPTION
 AL0007
 AL0007'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0007'AT W DUNEDIN.
 AL0007'STATION LOCATED AT THE WEST END OF THE INTERSECTION OF MAIN
 AL0007'STREET (S.R. 580) AND VICTORIA DR., 0.1 MILE N. TO MONROE STREET,
 AL0007'30 FT. W. OF THE CENTERLINE OF VICTORIA DR. AND 10 FT. S. OF THE
 AL0007'CENTERLINE OF MONROE STREET.  SET IN TOP OF 6 IN CONCRETE
 AL0007'ABUTMENT OF CULVERT.  SECTION 27, T 28 S, R 15 E.
 AL0007
 AL0007                          STATION RECOVERY (1976)
 AL0007
 AL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AL0007'AT DUNEDIN, AT THE FOOT OF MONROE STREET AT THE INTERSECTION WITH
 AL0007'VICTOR DRIVE SET IN THE TOP CENTER OF A 6 INCH THICK CONCRETE ABUTMENT
 AL0007'OF A CULVERT, 3 FEET NORTH OF THE SOUTH END OF THE ABUTMENT AND
 AL0007'APPROXIMATELY 27 FEET SOUTH OF THE NORTH END, APPROXIMATELY 30 FEET
 AL0007'WEST OF THE CENTERLINE OF VICTOR DRIVE, APPROXIMATELY 4 FEET BELOW
 AL0007'ROAD LEVEL.
 AL0007
 AL0007                          STATION RECOVERY (1983)
 AL0007
 AL0007'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1298 ***********************************************************************
 AD1298  DESIGNATION -  11.50
 AD1298  PID         -  AD1298
 AD1298  STATE/COUNTY-  FL/COLLIER
 AD1298  USGS QUAD   -  BONITA SPRINGS (1987)
 AD1298
 AD1298                         *CURRENT SURVEY CONTROL
 AD1298  ___________________________________________________________________
 AD1298* NAD 83(1986)-  26 19 49.     (N)    081 49 07.     (W)     SCALED    
 AD1298* NAVD 88     -         3.123  (meters)      10.25   (feet)  ADJUSTED  
 AD1298  ___________________________________________________________________
 AD1298  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD1298  DYNAMIC HT  -           3.118 (meters)      10.23  (feet)  COMP
 AD1298  MODELED GRAV-     979,052.2   (mgal)                       NAVD 88
 AD1298
 AD1298  VERT ORDER  -  FIRST     CLASS I
 AD1298
 AD1298.The horizontal coordinates were scaled from a topographic map and have
 AD1298.an estimated accuracy of +/- 6 seconds.
 AD1298
 AD1298.The orthometric height was determined by differential leveling
 AD1298.and adjusted by the National Geodetic Survey in June 1991..
 AD1298
 AD1298.The geoid height was determined by GEOID03.
 AD1298
 AD1298.The dynamic height is computed by dividing the NAVD 88
 AD1298.geopotential number by the normal gravity value computed on the
 AD1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1298.degrees latitude (g = 980.6199 gals.).
 AD1298
 AD1298.The modeled gravity was interpolated from observed gravity values.
 AD1298
 AD1298;                    North         East    Units  Estimated Accuracy
 AD1298;SPC FL E     -   221,460.      118,280.      MT  (+/- 180 meters Scaled)
 AD1298
 AD1298                          SUPERSEDED SURVEY CONTROL
 AD1298
 AD1298  NGVD 29 (??/??/92)    3.490  (m)           11.45   (f) ADJ UNCH    1 1
 AD1298
 AD1298.Superseded values are not recommended for survey control.
 AD1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1298.See file dsdata.txt to determine how the superseded data were derived.
 AD1298
 AD1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183125(NAD 83)
 AD1298_MARKER: DB = BENCH MARK DISK
 AD1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1298_SP_SET: CULVERT
 AD1298_STAMPING: 11.50
 AD1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1298
 AD1298  HISTORY     - Date     Condition        Report By
 AD1298  HISTORY     - UNK      MONUMENTED       FLHD
 AD1298  HISTORY     - 1965     GOOD             NGS
 AD1298  HISTORY     - 1974     GOOD             NGS
 AD1298  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1298
 AD1298                          STATION DESCRIPTION
 AD1298
 AD1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1298'3.2 MI W FROM BONITA SPRINGS.
 AD1298'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1298'AT BONITA SPRINGS, THENCE 2.5 MILES WEST ALONG STATE HIGHWAY
 AD1298'S 865, IN SECTION 5, R 25 E, T 48 S, NEAR THE JUNCTION OF STATE
 AD1298'HIGHWAY S 865 A, SET IN THE TOP OF AND AT THE CENTER OF THE
 AD1298'SOUTH HEAD WALL OF A 3 FOOT PIPE CULVERT UNDER THE HIGHWAY,
 AD1298'18.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY S 865, 58.5
 AD1298'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY S 865 A AND ABOUT
 AD1298'LEVEL WITH STATE HIGHWAY S 865.
 AD1298
 AD1298                          STATION RECOVERY (1974)
 AD1298
 AD1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1298'RECOVERED IN GOOD CONDITION.
 AD1298
 AD1298                          STATION RECOVERY (1990)
 AD1298
 AD1298'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0557 ***********************************************************************
 AC0557  DESIGNATION -  11.56
 AC0557  PID         -  AC0557
 AC0557  STATE/COUNTY-  FL/COLLIER
 AC0557  USGS QUAD   -  MONROE STATION (1995)
 AC0557
 AC0557                         *CURRENT SURVEY CONTROL
 AC0557  ___________________________________________________________________
 AC0557* NAD 83(1999)-  25 51 14.94405(N)    081 00 25.93362(W)     ADJUSTED  
 AC0557* NAVD 88     -         3.090  (meters)      10.14   (feet)  ADJUSTED  
 AC0557  ___________________________________________________________________
 AC0557  X           -     897,747.510 (meters)                     COMP
 AC0557  Y           -  -5,672,770.770 (meters)                     COMP
 AC0557  Z           -   2,764,520.882 (meters)                     COMP
 AC0557  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AC0557  ELLIP HEIGHT-         -21.15  (meters)          (12/12/02) GPS OBS
 AC0557  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AC0557  DYNAMIC HT  -           3.085 (meters)      10.12  (feet)  COMP
 AC0557  MODELED GRAV-     979,016.2   (mgal)                       NAVD 88
 AC0557
 AC0557  HORZ ORDER  -  FIRST
 AC0557  VERT ORDER  -  FIRST     CLASS I
 AC0557  ELLP ORDER  -  FOURTH    CLASS I
 AC0557
 AC0557.The horizontal coordinates were established by GPS observations
 AC0557.and adjusted by the National Geodetic Survey in December 2002..
 AC0557
 AC0557.The orthometric height was determined by differential leveling
 AC0557.and adjusted by the National Geodetic Survey in September 1992..
 AC0557
 AC0557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0557
 AC0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0557
 AC0557.The ellipsoidal height was determined by GPS observations
 AC0557.and is referenced to NAD 83.
 AC0557
 AC0557.The geoid height was determined by GEOID03.
 AC0557
 AC0557.The dynamic height is computed by dividing the NAVD 88
 AC0557.geopotential number by the normal gravity value computed on the
 AC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0557.degrees latitude (g = 980.6199 gals.).
 AC0557
 AC0557.The modeled gravity was interpolated from observed gravity values.
 AC0557
 AC0557;                    North         East     Units Scale Factor Converg.
 AC0557;SPC FL E     -   168,457.676   199,277.928   MT  0.99994118   -0 00 11.3
 AC0557;SPC FL E     -   552,681.56    653,797.67   sFT  0.99994118   -0 00 11.3
 AC0557;UTM  17      - 2,859,532.180   499,278.174   MT  0.99960001   -0 00 11.3
 AC0557
 AC0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0557!SPC FL E     -   1.00000332  x   0.99994118  =   0.99994450
 AC0557!UTM  17      -   1.00000332  x   0.99960001  =   0.99960333
 AC0557
 AC0557                          SUPERSEDED SURVEY CONTROL
 AC0557
 AC0557  NAVD 88 (06/15/91)    3.090  (m)           10.14   (f) UNKNOWN     1 1
 AC0557  NGVD 29 (09/01/92)    3.532  (m)           11.59   (f) ADJUSTED    1 1
 AC0557
 AC0557.Superseded values are not recommended for survey control.
 AC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0557.See file dsdata.txt to determine how the superseded data were derived.
 AC0557
 AC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9927859532(NAD 83)
 AC0557_MARKER: DD = SURVEY DISK
 AC0557_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0557_SP_SET: BRIDGE WINGWALL
 AC0557_STAMPING: 11.56
 AC0557_MARK LOGO: FLDT  
 AC0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0557+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC0557
 AC0557  HISTORY     - Date     Condition        Report By
 AC0557  HISTORY     - UNK      MONUMENTED       FLDT
 AC0557  HISTORY     - 1965     GOOD             NGS
 AC0557  HISTORY     - 1990     GOOD             USPSQD
 AC0557  HISTORY     - 19920225 GOOD             NGS
 AC0557  HISTORY     - 19991231 GOOD             USPSQD
 AC0557  HISTORY     - 20010919 GOOD             LDBLS
 AC0557  HISTORY     - 2002     GOOD             MAPTEC
 AC0557
 AC0557                          STATION DESCRIPTION
 AC0557
 AC0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0557'5.8 MI E FROM MONROE STATION.
 AC0557'ABOUT 5.8 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0557'OF STATE HIGHWAY 94 AT MONROE STATION, SET IN THE TOP OF THE
 AC0557'SOUTHWEST CONCRETE WING WALL AT THE WEST END OF HIGHWAY BRIDGE
 AC0557'NO. 101A, 18.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 AC0557'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0557
 AC0557                          STATION RECOVERY (1990)
 AC0557
 AC0557'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0557'RECOVERED IN GOOD CONDITION.
 AC0557
 AC0557                          STATION RECOVERY (1992)
 AC0557
 AC0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0557'74.4 KM (46.20 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0557'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH
 AC0557'END OF THE SOUTHWEST CONCRETE RETAINING WALL OF BRIDGE NUMBER 030101A
 AC0557'SPANNING A CANAL, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF THE
 AC0557'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0557
 AC0557                          STATION RECOVERY (1999)
 AC0557
 AC0557'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0557'RECOVERED IN GOOD CONDITION.
 AC0557
 AC0557                          STATION RECOVERY (2001)
 AC0557
 AC0557'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0557'THE MARK IS ABOUT 87.0 KM (54.06 MI) SOUTHEAST OF NAPLES. ABOUT 74.6
 AC0557'KM (46.38
 AC0557'MI) NORTHWEST ON FROM WEST MIAMI, IN SECTION 15, TOWNSHIP 53 SOUTH,
 AC0557'RANGE 33
 AC0557'EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AC0557'TRANSPORTATION.
 AC0557' 
 AC0557'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0557'TRAIL) AND
 AC0557'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 34.1 KM
 AC0557'(21.17 MI)
 AC0557'TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41,
 AC0557'2.7 KM
 AC0557'(1.65 MI) TO THE WEST END OF HIGHWAY BRIDGE NUMBER 030101 AND THE MARK
 AC0557'ON THE
 AC0557'RIGHT, ALSO FROM THE COLLIER-DADE COUNTY LINE GO NORTHWEST ON U.S.
 AC0557'HIGHWAY 41
 AC0557'15.3 KM (9.50 MI) TO THE MARK ON THE LEFT.
 AC0557' 
 AC0557'THE MARK IS 5.58 M (18.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0557'HIGHWAY 41,
 AC0557'0.27 M (0.9 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AC0557'WINGWALL),
 AC0557'0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A WINGWALL, 0.24 M (0.8
 AC0557'FT) EAST
 AC0557'OF THE WEST EDGE OF A WINGWALL, AND 0.24 M (0.8 FT) WEST OF THE EAST
 AC0557'EDGE OF A
 AC0557'WINGWALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE
 AC0557'WINGWALL
 AC0557'ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0557' 
 AC0557'
 AC0557
 AC0557                          STATION RECOVERY (2002)
 AC0557
 AC0557'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0557'THE MARK IS ABOUT 87.0 KM (54.06 MI) SOUTHEAST OF NAPLES. ABOUT 74.6
 AC0557'KM (46.38
 AC0557'MI) NORTHWEST ON FROM WEST MIAMI, IN SECTION 15, TOWNSHIP 53 SOUTH,
 AC0557'RANGE 33
 AC0557'EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AC0557'TRANSPORTATION.
 AC0557' 
 AC0557'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0557'TRAIL) AND
 AC0557'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 34.1 KM
 AC0557'(21.17 MI)
 AC0557'TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41,
 AC0557'2.7 KM
 AC0557'(1.65 MI) TO THE WEST END OF HIGHWAY BRIDGE NUMBER 030101 AND THE MARK
 AC0557'ON THE
 AC0557'RIGHT, ALSO FROM THE COLLIER-DADE COUNTY LINE GO NORTHWEST ON U.S.
 AC0557'HIGHWAY 41
 AC0557'15.3 KM (9.50 MI) TO THE MARK ON THE LEFT.
 AC0557' 
 AC0557'THE MARK IS 5.58 M (18.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0557'HIGHWAY 41,
 AC0557'0.27 M (0.9 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AC0557'WINGWALL),
 AC0557'0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A WINGWALL, 0.24 M (0.8
 AC0557'FT) EAST
 AC0557'OF THE WEST EDGE OF A WINGWALL, AND 0.24 M (0.8 FT) WEST OF THE EAST
 AC0557'EDGE OF A
 AC0557'WINGWALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE
 AC0557'WINGWALL
 AC0557'ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0557' 
 AC0557'STATION RECOVERY (2002)
 AC0557'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC0557'RECOVERED AS DESCRIBED.
 AC0557' 
 AC0557'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2072 ***********************************************************************
 AC2072  DESIGNATION -  11.56 USCG
 AC2072  PID         -  AC2072
 AC2072  STATE/COUNTY-  FL/MIAMI-DADE
 AC2072  USGS QUAD   -  SOUTH MIAMI NW (1988)
 AC2072
 AC2072                         *CURRENT SURVEY CONTROL
 AC2072  ___________________________________________________________________
 AC2072* NAD 83(1990)-  25 37 37.25186(N)    080 23 11.68729(W)     ADJUSTED  
 AC2072* NAVD 88     -         3.055  (meters)      10.02   (feet)  ADJUSTED  
 AC2072  ___________________________________________________________________
 AC2072  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AC2072  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AC2072  DYNAMIC HT  -           3.050 (meters)      10.01  (feet)  COMP
 AC2072  MODELED GRAV-     979,005.7   (mgal)                       NAVD 88
 AC2072
 AC2072  HORZ ORDER  -  SECOND
 AC2072  VERT ORDER  -  FIRST     CLASS II
 AC2072
 AC2072.The horizontal coordinates were established by classical geodetic methods
 AC2072.and adjusted by the National Geodetic Survey in May 1991..
 AC2072.No horizontal observational check was made to the station.
 AC2072
 AC2072.The orthometric height was determined by differential leveling
 AC2072.and adjusted by the National Geodetic Survey in June 1991..
 AC2072
 AC2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC2072
 AC2072.The geoid height was determined by GEOID03.
 AC2072
 AC2072.The dynamic height is computed by dividing the NAVD 88
 AC2072.geopotential number by the normal gravity value computed on the
 AC2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2072.degrees latitude (g = 980.6199 gals.).
 AC2072
 AC2072.The modeled gravity was interpolated from observed gravity values.
 AC2072
 AC2072;                    North         East     Units Scale Factor Converg.
 AC2072;SPC FL E     -   143,438.648   261,603.983   MT  0.99998802   +0 15 55.1
 AC2072;SPC FL E     -   470,598.30    858,279.07   sFT  0.99998802   +0 15 55.1
 AC2072;UTM  17      - 2,834,521.689   561,582.964   MT  0.99964683   +0 15 55.1
 AC2072
 AC2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC2072!SPC FL E     -   1.00000345  x   0.99998802  =   0.99999147
 AC2072!UTM  17      -   1.00000345  x   0.99964683  =   0.99965028
 AC2072
 AC2072                          SUPERSEDED SURVEY CONTROL
 AC2072
 AC2072  NAD 83(1986)-  25 37 37.25224(N)    080 23 11.68812(W) AD(       ) 2
 AC2072  NAD 27      -  25 37 35.87418(N)    080 23 12.49410(W) AD(       ) 2
 AC2072  NGVD 29 (??/??/92)    3.523  (m)           11.56   (f) ADJ UNCH    1 2
 AC2072
 AC2072.Superseded values are not recommended for survey control.
 AC2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2072.See file dsdata.txt to determine how the superseded data were derived.
 AC2072
 AC2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6158334522(NAD 83)
 AC2072_MARKER: DB = BENCH MARK DISK
 AC2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2072_STAMPING: USC+GS MSL 11.56
 AC2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2072+STABILITY: SURFACE MOTION
 AC2072
 AC2072  HISTORY     - Date     Condition        Report By
 AC2072  HISTORY     - UNK      MONUMENTED       USCG
 AC2072  HISTORY     - 1966     GOOD             NGS
 AC2072  HISTORY     - 1972     GOOD             NGS
 AC2072  HISTORY     - 1978     POOR             NGS
 AC2072  HISTORY     - 19870206 MARK NOT FOUND   USPSQD
 AC2072
 AC2072                          STATION DESCRIPTION
 AC2072
 AC2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC2072'4.4 MI NW FROM PERRINE.
 AC2072'ABOUT 1.6 MILES NORTHEAST ALONG THE FLORIDA EAST COAST RAILROAD
 AC2072'FROM THE STATION AT PERRINE, THENCE ABOUT 2.8 MILES WEST ALONG
 AC2072'CORAL REEF DRIVE, ABOUT 0.1 MILE WEST OF THE NORTHWEST ONE OF
 AC2072'THREE RADIO TOWERS, NEAR THE NORTHWEST CORNER OF A LARGE CLEARING,
 AC2072'ABOUT 0.5 MILE EAST OF MAIN ENTRANCE TO THE SOUTH CAMPUS OF THE
 AC2072'UNIVERSITY OF MIAMI FORMERLY RICHMOND NAVAL AIR STATION, 35.0
 AC2072'FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 28.7 FEET NORTHWEST OF
 AC2072'TRIANGULATION STATION OOLITE DESCRIBED, ABOUT LEVEL WITH THE
 AC2072'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AC2072
 AC2072                          STATION RECOVERY (1972)
 AC2072
 AC2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AC2072'RECOVERED IN GOOD CONDITION.
 AC2072
 AC2072                          STATION RECOVERY (1978)
 AC2072
 AC2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2072'MARK HAS BEEN HIT NOT SUITABLE FOR FIRST ORDER LEVELS.
 AC2072
 AC2072                          STATION RECOVERY (1987)
 AC2072
 AC2072'RECOVERY NOTE BY US POWER SQUADRON 1987 (LR)
 AC2072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0002 ***********************************************************************
 AG0002  DESIGNATION -  116 FLHD
 AG0002  PID         -  AG0002
 AG0002  STATE/COUNTY-  FL/PINELLAS
 AG0002  USGS QUAD   -  CLEARWATER (1987)
 AG0002
 AG0002                         *CURRENT SURVEY CONTROL
 AG0002  ___________________________________________________________________
 AG0002* NAD 83(1986)-  27 57 55.     (N)    082 48 17.     (W)     SCALED    
 AG0002* NAVD 88     -         3.763  (meters)      12.35   (feet)  ADJUSTED  
 AG0002  ___________________________________________________________________
 AG0002  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0002  DYNAMIC HT  -           3.757 (meters)      12.33  (feet)  COMP
 AG0002  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 AG0002
 AG0002  VERT ORDER  -  SECOND    CLASS II
 AG0002
 AG0002.The horizontal coordinates were scaled from a topographic map and have
 AG0002.an estimated accuracy of +/- 6 seconds.
 AG0002
 AG0002.The orthometric height was determined by differential leveling
 AG0002.and adjusted by the National Geodetic Survey in June 1991..
 AG0002
 AG0002.The geoid height was determined by GEOID03.
 AG0002
 AG0002.The dynamic height is computed by dividing the NAVD 88
 AG0002.geopotential number by the normal gravity value computed on the
 AG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0002.degrees latitude (g = 980.6199 gals.).
 AG0002
 AG0002.The modeled gravity was interpolated from observed gravity values.
 AG0002
 AG0002;                    North         East    Units  Estimated Accuracy
 AG0002;SPC FL W     -   402,620.      120,820.      MT  (+/- 180 meters Scaled)
 AG0002
 AG0002                          SUPERSEDED SURVEY CONTROL
 AG0002
 AG0002  NGVD 29 (??/??/92)    4.025  (m)           13.21   (f) ADJ UNCH    2 2
 AG0002
 AG0002.Superseded values are not recommended for survey control.
 AG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0002.See file dsdata.txt to determine how the superseded data were derived.
 AG0002
 AG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL224946(NAD 83)
 AG0002_MARKER: DD = SURVEY DISK
 AG0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0002_SP_SET: WALL
 AG0002_STAMPING: 116 SRD
 AG0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0002
 AG0002  HISTORY     - Date     Condition        Report By
 AG0002  HISTORY     - UNK      MONUMENTED       FLHD
 AG0002  HISTORY     - 1975     GOOD             FLDT
 AG0002
 AG0002                          STATION DESCRIPTION
 AG0002
 AG0002'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0002'AT CLEARWATER.
 AG0002'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AG0002'(U.S. ALT 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AG0002'S.R. 60 FOR 0.45 MILE TO THE SW CORNER OF BASCULE BRIDGE.  SET IN
 AG0002'TOP OF CONCRETE WALL AT WEST END OF HANDRAIL.  SECTION 16,
 AG0002'T 29 S, R 15 E.  CLEARWATER BEACH BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2694 ***********************************************************************
 AD2694  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2694  DESIGNATION -  116 IWP D 8 USE
 AD2694  PID         -  AD2694
 AD2694  STATE/COUNTY-  FL/PALM BEACH
 AD2694  USGS QUAD   -  DELRAY BEACH (1983)
 AD2694
 AD2694                         *CURRENT SURVEY CONTROL
 AD2694  ___________________________________________________________________
 AD2694* NAD 83(1986)-  26 28 27.     (N)    080 03 41.     (W)     SCALED    
 AD2694* NAVD 88     -         4.186  (meters)      13.73   (feet)  ADJUSTED  
 AD2694  ___________________________________________________________________
 AD2694  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AD2694  DYNAMIC HT  -           4.179 (meters)      13.71  (feet)  COMP
 AD2694  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AD2694
 AD2694  VERT ORDER  -  SECOND    CLASS 0
 AD2694
 AD2694.The horizontal coordinates were scaled from a topographic map and have
 AD2694.an estimated accuracy of +/- 6 seconds.
 AD2694
 AD2694.The orthometric height was determined by differential leveling
 AD2694.and adjusted by the National Geodetic Survey in June 1991..
 AD2694
 AD2694.This Tidal Bench Mark is designated as VM 5625
 AD2694.by the Center for Operational Oceanographic Products and Services.
 AD2694
 AD2694.The geoid height was determined by GEOID03.
 AD2694
 AD2694.The dynamic height is computed by dividing the NAVD 88
 AD2694.geopotential number by the normal gravity value computed on the
 AD2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2694.degrees latitude (g = 980.6199 gals.).
 AD2694
 AD2694.The modeled gravity was interpolated from observed gravity values.
 AD2694
 AD2694;                    North         East    Units  Estimated Accuracy
 AD2694;SPC FL E     -   237,490.      293,590.      MT  (+/- 180 meters Scaled)
 AD2694
 AD2694                          SUPERSEDED SURVEY CONTROL
 AD2694
 AD2694  NGVD 29 (09/01/92)    4.659  (m)           15.29   (f) ADJUSTED    2 0
 AD2694
 AD2694.Superseded values are not recommended for survey control.
 AD2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2694.See file dsdata.txt to determine how the superseded data were derived.
 AD2694
 AD2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK935285(NAD 83)
 AD2694_MARKER: DD = SURVEY DISK
 AD2694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2694_SP_SET: SIDEWALK
 AD2694_STAMPING: BM 116 IWP D 8 1951 1961
 AD2694_MARK LOGO: USE   
 AD2694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2694+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AD2694
 AD2694  HISTORY     - Date     Condition        Report By
 AD2694  HISTORY     - 1961     MONUMENTED       DOD
 AD2694  HISTORY     - 1970     GOOD             NGS
 AD2694  HISTORY     - 1973     GOOD             NGS
 AD2694  HISTORY     - 1980     GOOD             FLDNR
 AD2694  HISTORY     - 1989     GOOD             USPSQD
 AD2694  HISTORY     - 1990     GOOD             USPSQD
 AD2694  HISTORY     - 1990     GOOD             USPSQD
 AD2694  HISTORY     - 19950602 GOOD             USPSQD
 AD2694  HISTORY     - 20000915 GOOD             USPSQD
 AD2694  HISTORY     - 20031202 GOOD             USPSQD
 AD2694  HISTORY     - 20050207 GOOD             USPSQD
 AD2694
 AD2694                          STATION DESCRIPTION
 AD2694
 AD2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2694'AT DELRAY BEACH.
 AD2694'AT DELRAY BEACH, 0.4 MILE EAST ALONG STATE HIGHWAY S 806 A
 AD2694'FROM THE JUNCTION OF U.S. HIGHWAY 1, 0.4 MILE WEST OF THE
 AD2694'JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP OF THE SOUTH
 AD2694'CONCRETE SIDEWALK OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL
 AD2694'WATERWAY, 86.3 FEET EAST OF THE WEST END OF THE SIDEWALK, 16 FEET
 AD2694'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF
 AD2694'THE NORTHEAST CORNER OF THE DRAWSPAN OF THE BRIDGE AND THE BRIDGE
 AD2694'OPERATORS BUILDING, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2694
 AD2694                          STATION RECOVERY (1973)
 AD2694
 AD2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1980)
 AD2694
 AD2694'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1989)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1990)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1990)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1995)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (2000)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (2003)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (2005)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2693 ***********************************************************************
 AD2693  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2693  DESIGNATION -  116 IWP RM 1 FLHD
 AD2693  PID         -  AD2693
 AD2693  STATE/COUNTY-  FL/PALM BEACH
 AD2693  USGS QUAD   -  DELRAY BEACH (1983)
 AD2693
 AD2693                         *CURRENT SURVEY CONTROL
 AD2693  ___________________________________________________________________
 AD2693* NAD 83(1986)-  26 28 27.     (N)    080 03 42.     (W)     SCALED    
 AD2693* NAVD 88     -         3.880  (meters)      12.73   (feet)  ADJUSTED  
 AD2693  ___________________________________________________________________
 AD2693  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AD2693  DYNAMIC HT  -           3.874 (meters)      12.71  (feet)  COMP
 AD2693  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AD2693
 AD2693  VERT ORDER  -  SECOND    CLASS 0
 AD2693
 AD2693.The horizontal coordinates were scaled from a topographic map and have
 AD2693.an estimated accuracy of +/- 6 seconds.
 AD2693
 AD2693.The orthometric height was determined by differential leveling
 AD2693.and adjusted by the National Geodetic Survey in June 1991..
 AD2693
 AD2693.This Tidal Bench Mark is designated as VM 5627
 AD2693.by the Center for Operational Oceanographic Products and Services.
 AD2693
 AD2693.The geoid height was determined by GEOID03.
 AD2693
 AD2693.The dynamic height is computed by dividing the NAVD 88
 AD2693.geopotential number by the normal gravity value computed on the
 AD2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2693.degrees latitude (g = 980.6199 gals.).
 AD2693
 AD2693.The modeled gravity was interpolated from observed gravity values.
 AD2693
 AD2693;                    North         East    Units  Estimated Accuracy
 AD2693;SPC FL E     -   237,490.      293,560.      MT  (+/- 180 meters Scaled)
 AD2693
 AD2693                          SUPERSEDED SURVEY CONTROL
 AD2693
 AD2693  NGVD 29 (09/01/92)    4.352  (m)           14.28   (f) ADJUSTED    2 0
 AD2693
 AD2693.Superseded values are not recommended for survey control.
 AD2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2693.See file dsdata.txt to determine how the superseded data were derived.
 AD2693
 AD2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK935285(NAD 83)
 AD2693_MARKER: DD = SURVEY DISK
 AD2693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2693_SP_SET: BRIDGE
 AD2693_STAMPING: RM 1 IW P 116
 AD2693_MARK LOGO: FLHD  
 AD2693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2693+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AD2693
 AD2693  HISTORY     - Date     Condition        Report By
 AD2693  HISTORY     - UNK      MONUMENTED       FLHD
 AD2693  HISTORY     - 1970     GOOD             NGS
 AD2693  HISTORY     - 1973     GOOD             NGS
 AD2693  HISTORY     - 1980     GOOD             FLDNR
 AD2693  HISTORY     - 1986     GOOD             FLDNR
 AD2693  HISTORY     - 1987     GOOD             USPSQD
 AD2693  HISTORY     - 1989     GOOD             USPSQD
 AD2693  HISTORY     - 1990     GOOD             USPSQD
 AD2693  HISTORY     - 1990     GOOD             USPSQD
 AD2693  HISTORY     - 20000915 GOOD             USPSQD
 AD2693  HISTORY     - 20031202 GOOD             USPSQD
 AD2693  HISTORY     - 20050207 GOOD             USPSQD
 AD2693
 AD2693                          STATION DESCRIPTION
 AD2693
 AD2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2693'AT DELRAY BEACH.
 AD2693'AT DELRAY BEACH, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY S 806 A
 AD2693'FROM THE JUNCTION OF U.S. HIGHWAY 1, 0.4 MILE WEST OF THE
 AD2693'JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP AND AT THE
 AD2693'WEST END OF THE WING WALL (SOUTHWEST) OF THE BRIDGE OVER THE
 AD2693'INTRACOASTAL WATERWAY, 18.7 FEET SOUTH OF THE CENTER LINE OF
 AD2693'STATE HIGHWAY S 806 A AND 1 FOOT ABOVE THE LEVEL OF THE
 AD2693'HIGHWAY.
 AD2693
 AD2693                          STATION RECOVERY (1973)
 AD2693
 AD2693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1980)
 AD2693
 AD2693'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1986)
 AD2693
 AD2693'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1987)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1989)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1990)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1990)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (2000)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (2003)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (2005)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0003 ***********************************************************************
 AG0003  DESIGNATION -  117 FLHD
 AG0003  PID         -  AG0003
 AG0003  STATE/COUNTY-  FL/PINELLAS
 AG0003  USGS QUAD   -  SEMINOLE (1995)
 AG0003
 AG0003                         *CURRENT SURVEY CONTROL
 AG0003  ___________________________________________________________________
 AG0003* NAD 83(1986)-  27 52 19.     (N)    082 50 59.     (W)     SCALED    
 AG0003* NAVD 88     -         0.998  (meters)       3.27   (feet)  ADJUSTED  
 AG0003  ___________________________________________________________________
 AG0003  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG0003  DYNAMIC HT  -           0.997 (meters)       3.27  (feet)  COMP
 AG0003  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 AG0003
 AG0003  VERT ORDER  -  SECOND    CLASS II
 AG0003
 AG0003.The horizontal coordinates were scaled from a topographic map and have
 AG0003.an estimated accuracy of +/- 6 seconds.
 AG0003
 AG0003.The orthometric height was determined by differential leveling
 AG0003.and adjusted by the National Geodetic Survey in June 1991..
 AG0003
 AG0003.The geoid height was determined by GEOID03.
 AG0003
 AG0003.The dynamic height is computed by dividing the NAVD 88
 AG0003.geopotential number by the normal gravity value computed on the
 AG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0003.degrees latitude (g = 980.6199 gals.).
 AG0003
 AG0003.The modeled gravity was interpolated from observed gravity values.
 AG0003
 AG0003;                    North         East    Units  Estimated Accuracy
 AG0003;SPC FL W     -   392,310.      116,320.      MT  (+/- 180 meters Scaled)
 AG0003
 AG0003                          SUPERSEDED SURVEY CONTROL
 AG0003
 AG0003  NGVD 29 (??/??/92)    1.263  (m)            4.14   (f) ADJ UNCH    2 2
 AG0003
 AG0003.Superseded values are not recommended for survey control.
 AG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0003.See file dsdata.txt to determine how the superseded data were derived.
 AG0003
 AG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL178843(NAD 83)
 AG0003_MARKER: DD = SURVEY DISK
 AG0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0003_SP_SET: SEAWALL
 AG0003_STAMPING: 117 SRD
 AG0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0003
 AG0003  HISTORY     - Date     Condition        Report By
 AG0003  HISTORY     - UNK      MONUMENTED       FLHD
 AG0003  HISTORY     - 1975     GOOD             FLDT
 AG0003  HISTORY     - 1984     GOOD             USPSQD
 AG0003  HISTORY     - 19950217 GOOD             USPSQD
 AG0003
 AG0003                          STATION DESCRIPTION
 AG0003
 AG0003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0003'AT INDIAN SHORES.
 AG0003'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0003'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0003'FOR 0.9 MILE.  STATION ON LEFT AT WATERS EDGE, IN THE S. END OF
 AG0003'CONCRETE SEAWALL, ACROSS GULF BLVD. FROM HOUSE NUMBER 20238,
 AG0003'25.0 FT. E. OF CENTERLINE OF GULF BLVD. 61.0 FT. NE OF POWER
 AG0003'POLE NUMBER 2-10198, 3.0 FT. N. OF THE S. END OF CONCRETE
 AG0003'SEAWALL.  SET IN TOP OF CONCRETE SEAWALL.  SECTION 13, T 30S,
 AG0003'R 14E
 AG0003
 AG0003                          STATION RECOVERY (1984)
 AG0003
 AG0003'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG0003'RECOVERED IN GOOD CONDITION.
 AG0003
 AG0003                          STATION RECOVERY (1995)
 AG0003
 AG0003'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0004 ***********************************************************************
 AG0004  DESIGNATION -  118 FLHD
 AG0004  PID         -  AG0004
 AG0004  STATE/COUNTY-  FL/PINELLAS
 AG0004  USGS QUAD   -  SEMINOLE (1995)
 AG0004
 AG0004                         *CURRENT SURVEY CONTROL
 AG0004  ___________________________________________________________________
 AG0004* NAD 83(1986)-  27 50 13.     (N)    082 50 11.     (W)     SCALED    
 AG0004* NAVD 88     -         0.917  (meters)       3.01   (feet)  ADJUSTED  
 AG0004  ___________________________________________________________________
 AG0004  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0004  DYNAMIC HT  -           0.915 (meters)       3.00  (feet)  COMP
 AG0004  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AG0004
 AG0004  VERT ORDER  -  SECOND    CLASS II
 AG0004
 AG0004.The horizontal coordinates were scaled from a topographic map and have
 AG0004.an estimated accuracy of +/- 6 seconds.
 AG0004
 AG0004.The orthometric height was determined by differential leveling
 AG0004.and adjusted by the National Geodetic Survey in June 1991..
 AG0004
 AG0004.The geoid height was determined by GEOID03.
 AG0004
 AG0004.The dynamic height is computed by dividing the NAVD 88
 AG0004.geopotential number by the normal gravity value computed on the
 AG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0004.degrees latitude (g = 980.6199 gals.).
 AG0004
 AG0004.The modeled gravity was interpolated from observed gravity values.
 AG0004
 AG0004;                    North         East    Units  Estimated Accuracy
 AG0004;SPC FL W     -   388,420.      117,610.      MT  (+/- 180 meters Scaled)
 AG0004
 AG0004                          SUPERSEDED SURVEY CONTROL
 AG0004
 AG0004  NGVD 29 (??/??/92)    1.183  (m)            3.88   (f) ADJ UNCH    2 2
 AG0004
 AG0004.Superseded values are not recommended for survey control.
 AG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0004.See file dsdata.txt to determine how the superseded data were derived.
 AG0004
 AG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL191804(NAD 83)
 AG0004_MARKER: DD = SURVEY DISK
 AG0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0004_SP_SET: CONCRETE INLET
 AG0004_STAMPING: 118 SRD
 AG0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0004
 AG0004  HISTORY     - Date     Condition        Report By
 AG0004  HISTORY     - UNK      MONUMENTED       FLHD
 AG0004  HISTORY     - 1975     GOOD             NGS
 AG0004  HISTORY     - 1987     SEE DESCRIPTION  USPSQD
 AG0004  HISTORY     - 19950214 GOOD             USPSQD
 AG0004  HISTORY     - 20040220 MARK NOT FOUND   INDIV
 AG0004
 AG0004                          STATION DESCRIPTION
 AG0004
 AG0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG0004'AT REDINGTON SHORES.
 AG0004'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0004'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0004'FOR 3.55 MILES.  STATION ON LEFT, 132.0 FT. S. OF THE CENTERLINE
 AG0004'OF 183RD TERRACE, 43.0 FT. E. OF THE CENTERLINE OF GULF BLVD.,
 AG0004'36.7 FT. S. OF LIGHT POLE (NO NUMBER).  SET IN TOP OF A CONCRETE
 AG0004'INLET.  SECTION 31, T 30S, R 15E
 AG0004
 AG0004                          STATION RECOVERY (1987)
 AG0004
 AG0004'RECOVERY NOTE BY US POWER SQUADRON 1987 (GW)
 AG0004'RECOVERED AS DESCRIBED.
 AG0004
 AG0004                          STATION RECOVERY (1995)
 AG0004
 AG0004'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG0004'RECOVERED IN GOOD CONDITION.
 AG0004
 AG0004                          STATION RECOVERY (2004)
 AG0004
 AG0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GSA)
 AG0004'IT APPEARS THE DESCRIBED INLET HAS BEEN REPLACED AS PART OF A ROAD
 AG0004'WIDENING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7100 ***********************************************************************
 AG7100  DESIGNATION -  119 C OF SP
 AG7100  PID         -  AG7100
 AG7100  STATE/COUNTY-  FL/PINELLAS
 AG7100  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7100
 AG7100                         *CURRENT SURVEY CONTROL
 AG7100  ___________________________________________________________________
 AG7100* NAD 83(1986)-  27 43 17.     (N)    082 39 47.     (W)     SCALED    
 AG7100* NAVD 88     -         4.842  (meters)      15.89   (feet)  ADJUSTED  
 AG7100  ___________________________________________________________________
 AG7100  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7100  DYNAMIC HT  -           4.835 (meters)      15.86  (feet)  COMP
 AG7100  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 AG7100
 AG7100  VERT ORDER  -  SECOND    CLASS II
 AG7100
 AG7100.The horizontal coordinates were scaled from a topographic map and have
 AG7100.an estimated accuracy of +/- 6 seconds.
 AG7100
 AG7100.The orthometric height was determined by differential leveling
 AG7100.and adjusted by the National Geodetic Survey in June 1991..
 AG7100
 AG7100.The geoid height was determined by GEOID03.
 AG7100
 AG7100.The dynamic height is computed by dividing the NAVD 88
 AG7100.geopotential number by the normal gravity value computed on the
 AG7100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7100.degrees latitude (g = 980.6199 gals.).
 AG7100
 AG7100.The modeled gravity was interpolated from observed gravity values.
 AG7100
 AG7100;                    North         East    Units  Estimated Accuracy
 AG7100;SPC FL W     -   375,510.      134,620.      MT  (+/- 180 meters Scaled)
 AG7100
 AG7100                          SUPERSEDED SURVEY CONTROL
 AG7100
 AG7100  NGVD 29 (??/??/92)    5.128  (m)           16.82   (f) ADJ UNCH    2 2
 AG7100
 AG7100.Superseded values are not recommended for survey control.
 AG7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7100.See file dsdata.txt to determine how the superseded data were derived.
 AG7100
 AG7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL360674(NAD 83)
 AG7100_MARKER: DD = SURVEY DISK
 AG7100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7100_SP_SET: CONCRETE POST
 AG7100_PROJECTION: FLUSH
 AG7100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7100+STABILITY: SURFACE MOTION
 AG7100
 AG7100  HISTORY     - Date     Condition        Report By
 AG7100  HISTORY     - UNK      MONUMENTED       FL2730
 AG7100  HISTORY     - 1977     GOOD             FL-103
 AG7100  HISTORY     - 19980321 GOOD             USPSQD
 AG7100  HISTORY     - 20050206 POOR             USPSQD
 AG7100
 AG7100                          STATION DESCRIPTION
 AG7100
 AG7100'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7100'IN ST PETERSBURG.
 AG7100'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7100'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY FOR
 AG7100'1.05 MILES TO 22ND ST. S. COLUMBUS WAY S. TRUN LEFT AND RUN NORTHWEST-
 AG7100'ERLY ON COLUMBUS WAY S. FOR 0.20 MILE TO ALMERIA WAY S. TURN RIGHT AND
 AG7100'RUN EASTERLY ON ALMERIA WAY S. FOR 0.05 MILE TO CADIZ WAY S. STATION
 AG7100'ON LEFT, IN WEST END OF TRAFFIC TRIANGLE, 14.9 FT. NORTH OF THE
 AG7100'CENTERLINE OF ALMERIA WAY S., 9.0 FT. S.E. OF THE CENTERLINE OF CADIZ
 AG7100'WAY S., 96.6 FT. NORTH OF THE N.E. CORNER OF A ONE STORY FRAME HOUSE
 AG7100'2226 ALMERIA WAY S., 67.0 FT. S.W. OF A 15 INCH PINE TREE, 0.5 FT.
 AG7100'EAST OF BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 AG7100'WITH THE GROUND.  NO STAMPING ON DISK.
 AG7100
 AG7100                          STATION RECOVERY (1998)
 AG7100
 AG7100'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7100'RECOVERED IN GOOD CONDITION.
 AG7100
 AG7100                          STATION RECOVERY (2005)
 AG7100
 AG7100'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG7100'THE POST CONTAINING THE MARKER HAS BEEN SLIGHTLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0005 ***********************************************************************
 AG0005  DESIGNATION -  119 FLHD
 AG0005  PID         -  AG0005
 AG0005  STATE/COUNTY-  FL/PINELLAS
 AG0005  USGS QUAD   -  SEMINOLE (1995)
 AG0005
 AG0005                         *CURRENT SURVEY CONTROL
 AG0005  ___________________________________________________________________
 AG0005* NAD 83(1986)-  27 50 07.     (N)    082 50 05.     (W)     SCALED    
 AG0005* NAVD 88     -         0.956  (meters)       3.14   (feet)  ADJUSTED  
 AG0005  ___________________________________________________________________
 AG0005  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0005  DYNAMIC HT  -           0.954 (meters)       3.13  (feet)  COMP
 AG0005  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AG0005
 AG0005  VERT ORDER  -  SECOND    CLASS II
 AG0005
 AG0005.The horizontal coordinates were scaled from a topographic map and have
 AG0005.an estimated accuracy of +/- 6 seconds.
 AG0005
 AG0005.The orthometric height was determined by differential leveling
 AG0005.and adjusted by the National Geodetic Survey in June 1991..
 AG0005
 AG0005.The geoid height was determined by GEOID03.
 AG0005
 AG0005.The dynamic height is computed by dividing the NAVD 88
 AG0005.geopotential number by the normal gravity value computed on the
 AG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0005.degrees latitude (g = 980.6199 gals.).
 AG0005
 AG0005.The modeled gravity was interpolated from observed gravity values.
 AG0005
 AG0005;                    North         East    Units  Estimated Accuracy
 AG0005;SPC FL W     -   388,240.      117,770.      MT  (+/- 180 meters Scaled)
 AG0005
 AG0005                          SUPERSEDED SURVEY CONTROL
 AG0005
 AG0005  NGVD 29 (??/??/92)    1.222  (m)            4.01   (f) ADJ UNCH    2 2
 AG0005
 AG0005.Superseded values are not recommended for survey control.
 AG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0005.See file dsdata.txt to determine how the superseded data were derived.
 AG0005
 AG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL193803(NAD 83)
 AG0005_MARKER: DD = SURVEY DISK
 AG0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0005_SP_SET: CONCRETE INLET
 AG0005_STAMPING: 119 SRD
 AG0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0005
 AG0005  HISTORY     - Date     Condition        Report By
 AG0005  HISTORY     - UNK      MONUMENTED       FLHD
 AG0005  HISTORY     - 1975     GOOD             FLDT
 AG0005  HISTORY     - 20040220 MARK NOT FOUND   INDIV
 AG0005
 AG0005                          STATION DESCRIPTION
 AG0005
 AG0005'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0005'AT REDINGTON SHORES.
 AG0005'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0005'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0005'FOR 3.80 MILES.  STATION ON LEFT, 42.0 FT. E. OF THE CENTERLINE
 AG0005'OF GULF BLVD., 260.0 FT. S. OF THE CENTERLINE OF 182ND AVE.
 AG0005'E., 39.0 FT. S. OF POWER POLE NUMBER 1A-34474-R, 36.7 FT. N.
 AG0005'OF A POWER AND LIGHT POLE, NUMBER 1A-50013-R.  SET IN TOP OF A
 AG0005'CONCRETE INLET.  SECTION 31, T 30S, R 15E
 AG0005
 AG0005                          STATION RECOVERY (2004)
 AG0005
 AG0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GSA)
 AG0005'IT APPEARS THE DESCRIBED INLET HAS BEEN REPLACED AS PART OF A ROAD
 AG0005'WIDENING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2695 ***********************************************************************
 AK2695  DESIGNATION -  11.97
 AK2695  PID         -  AK2695
 AK2695  STATE/COUNTY-  FL/BREVARD
 AK2695  USGS QUAD   -  COCOA (1984)
 AK2695
 AK2695                         *CURRENT SURVEY CONTROL
 AK2695  ___________________________________________________________________
 AK2695* NAD 83(1986)-  28 21 24.     (N)    080 42 31.     (W)     SCALED    
 AK2695* NAVD 88     -         3.237  (meters)      10.62   (feet)  ADJUSTED  
 AK2695  ___________________________________________________________________
 AK2695  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK2695  DYNAMIC HT  -           3.232 (meters)      10.60  (feet)  COMP
 AK2695  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 AK2695
 AK2695  VERT ORDER  -  FIRST     CLASS II
 AK2695
 AK2695.The horizontal coordinates were scaled from a topographic map and have
 AK2695.an estimated accuracy of +/- 6 seconds.
 AK2695
 AK2695.The orthometric height was determined by differential leveling
 AK2695.and adjusted by the National Geodetic Survey in June 1991..
 AK2695
 AK2695.The geoid height was determined by GEOID03.
 AK2695
 AK2695.The dynamic height is computed by dividing the NAVD 88
 AK2695.geopotential number by the normal gravity value computed on the
 AK2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2695.degrees latitude (g = 980.6199 gals.).
 AK2695
 AK2695.The modeled gravity was interpolated from observed gravity values.
 AK2695
 AK2695;                    North         East    Units  Estimated Accuracy
 AK2695;SPC FL E     -   445,770.      228,570.      MT  (+/- 180 meters Scaled)
 AK2695
 AK2695                          SUPERSEDED SURVEY CONTROL
 AK2695
 AK2695  NGVD 29 (??/??/92)    3.658  (m)           12.00   (f) ADJ UNCH    1 2
 AK2695
 AK2695.Superseded values are not recommended for survey control.
 AK2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2695.See file dsdata.txt to determine how the superseded data were derived.
 AK2695
 AK2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM285367(NAD 83)
 AK2695_MARKER: DD = SURVEY DISK
 AK2695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK2695_SP_SET: BRIDGE ABUTMENT
 AK2695_STAMPING: 11.97
 AK2695_MARK LOGO: FLDT  
 AK2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK2695+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 AK2695
 AK2695  HISTORY     - Date     Condition        Report By
 AK2695  HISTORY     - UNK      MONUMENTED       FLDT
 AK2695  HISTORY     - 1970     GOOD             NGS
 AK2695  HISTORY     - 1971     GOOD             NGS
 AK2695  HISTORY     - 1987     GOOD             USPSQD
 AK2695  HISTORY     - 1990     GOOD             USPSQD
 AK2695  HISTORY     - 19910213 GOOD             NGS
 AK2695  HISTORY     - 19970425 GOOD             USPSQD
 AK2695  HISTORY     - 20030810 GOOD             USPSQD
 AK2695
 AK2695                          STATION DESCRIPTION
 AK2695
 AK2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2695'0.6 MI W FROM MERRITT ISLAND.
 AK2695'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 520 FROM THE JUNCTION
 AK2695'OF STATE HIGHWAY 3 S AT MERRITT ISLAND, SET ON THE TOP OF THE
 AK2695'EAST END OF THE WEST GUARDRAIL OF THE FIRST BRIDGE EAST OF THE
 AK2695'LARGE BRIDGE OVER THE INDIAN RIVER, 17.0 FEET NORTH OF THE
 AK2695'CENTER LINE OF THE HIGHWAY AND 3.6 FEET ABOVE THE BRIDGE
 AK2695'SIDEWALK.  SEC 34, T 24 S, R 36 E.  NOTE-- BM IS AT E END OF N
 AK2695'GUARD RAIL-- 32.4 FT. N OF CENTERLINE OF ROAD, 3.35 FT. ABOVE
 AK2695'BRIDGE SIDEWALK.
 AK2695
 AK2695                          STATION RECOVERY (1971)
 AK2695
 AK2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (1987)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (1990)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (1991)
 AK2695
 AK2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK2695'2.3 KM (1.4 MI) EASTERLY ALONG STATE HIGHWAY 520 (KING STREET) FROM
 AK2695'THE JUNCTION OF U.S. HIGHWAY 1 IN COCOA, IN TOP AND 0.2 M (0.7 FT)
 AK2695'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT PARAPET OF THE
 AK2695'HIGHWAY BRIDGE SPANNING THE EAST BRANCH OF THE INDIAN RIVER, 5.2 M
 AK2695'(17.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AK2695'HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AK2695
 AK2695                          STATION RECOVERY (1997)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (2003)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK2695'SATELLITE OBSERVATION IS QUESTIONABLE DUE TO THE HWY 520 BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1140 ***********************************************************************
 AQ1140  DESIGNATION -  11.982
 AQ1140  PID         -  AQ1140
 AQ1140  STATE/COUNTY-  FL/VOLUSIA
 AQ1140  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1140
 AQ1140                         *CURRENT SURVEY CONTROL
 AQ1140  ___________________________________________________________________
 AQ1140* NAD 83(1986)-  29 13 09.     (N)    081 00 49.     (W)     SCALED    
 AQ1140* NAVD 88     -         2.742  (meters)       9.00   (feet)  ADJUSTED  
 AQ1140  ___________________________________________________________________
 AQ1140  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1140  DYNAMIC HT  -           2.739 (meters)       8.99  (feet)  COMP
 AQ1140  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 AQ1140
 AQ1140  VERT ORDER  -  FIRST     CLASS I
 AQ1140
 AQ1140.The horizontal coordinates were scaled from a topographic map and have
 AQ1140.an estimated accuracy of +/- 6 seconds.
 AQ1140
 AQ1140.The orthometric height was determined by differential leveling
 AQ1140.and adjusted by the National Geodetic Survey in September 1996..
 AQ1140
 AQ1140.The geoid height was determined by GEOID03.
 AQ1140
 AQ1140.The dynamic height is computed by dividing the NAVD 88
 AQ1140.geopotential number by the normal gravity value computed on the
 AQ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1140.degrees latitude (g = 980.6199 gals.).
 AQ1140
 AQ1140.The modeled gravity was interpolated from observed gravity values.
 AQ1140
 AQ1140;                    North         East    Units  Estimated Accuracy
 AQ1140;SPC FL E     -   541,320.      198,680.      MT  (+/- 180 meters Scaled)
 AQ1140
 AQ1140                          SUPERSEDED SURVEY CONTROL
 AQ1140
 AQ1140  NAVD 88 (06/15/91)    2.737  (m)            8.98   (f) UNKNOWN     1 1
 AQ1140  NGVD 29 (09/01/92)    3.099  (m)           10.17   (f) ADJUSTED    1 1
 AQ1140
 AQ1140.Superseded values are not recommended for survey control.
 AQ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1140.See file dsdata.txt to determine how the superseded data were derived.
 AQ1140
 AQ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN986322(NAD 83)
 AQ1140_MARKER: DD = SURVEY DISK
 AQ1140_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ1140_SP_SET: CONCRETE BASE FOR BANNISTER
 AQ1140_STAMPING: 11.982
 AQ1140_MARK LOGO: FLDT  
 AQ1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1140+STABILITY: SURFACE MOTION
 AQ1140
 AQ1140  HISTORY     - Date     Condition        Report By
 AQ1140  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1140  HISTORY     - 1964     GOOD             NGS
 AQ1140  HISTORY     - 1976     GOOD             NGS
 AQ1140  HISTORY     - 1987     GOOD             FLDNR
 AQ1140
 AQ1140                          STATION DESCRIPTION
 AQ1140
 AQ1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AQ1140'AT DAYTONA BEACH.
 AQ1140'AT DAYTONA BEACH, AT THE NORTHEAST END OF THE U.S. HIGHWAY 92
 AQ1140'BRIDGE OVER HALIFAX RIVER, 27.7 FEET SOUTHWEST OF THE NORTHEAST
 AQ1140'END OF THE BRIDGE, 5.8 FEET NORTHWEST OF THE NORTHWEST CURB OF
 AQ1140'HIGHWAY, 57.0 FEET NORTHWEST OF AND ACROSS HIGHWAY FROM BRIDGE
 AQ1140'A1A DESCRIBED, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP
 AQ1140'OF THE CONCRETE BANISTER BASE.
 AQ1140
 AQ1140                          STATION RECOVERY (1976)
 AQ1140
 AQ1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1140'RECOVERED IN GOOD CONDITION.
 AQ1140
 AQ1140                          STATION RECOVERY (1987)
 AQ1140
 AQ1140'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9453 ***********************************************************************
 AG9453  DESIGNATION -  12 88 A30
 AG9453  PID         -  AG9453
 AG9453  STATE/COUNTY-  FL/LEE
 AG9453  USGS QUAD   -  MATLACHA (1987)
 AG9453
 AG9453                         *CURRENT SURVEY CONTROL
 AG9453  ___________________________________________________________________
 AG9453* NAD 83(1999)-  26 41 03.53599(N)    082 02 21.85305(W)     ADJUSTED  
 AG9453* NAVD 88     -         1.8    (meters)       6.     (feet)  GPS OBS   
 AG9453  ___________________________________________________________________
 AG9453  X           -     789,773.067 (meters)                     COMP
 AG9453  Y           -  -5,647,707.030 (meters)                     COMP
 AG9453  Z           -   2,846,996.325 (meters)                     COMP
 AG9453  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AG9453  ELLIP HEIGHT-         -22.02  (meters)          (07/06/01) GPS OBS
 AG9453  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG9453
 AG9453  HORZ ORDER  -  FIRST
 AG9453  ELLP ORDER  -  FOURTH    CLASS II
 AG9453
 AG9453.The horizontal coordinates were established by GPS observations
 AG9453.and adjusted by the National Geodetic Survey in July 2001..
 AG9453
 AG9453.The orthometric height was determined by GPS observations and a
 AG9453.high-resolution geoid model.
 AG9453
 AG9453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9453
 AG9453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9453
 AG9453.The ellipsoidal height was determined by GPS observations
 AG9453.and is referenced to NAD 83.
 AG9453
 AG9453.The geoid height was determined by GEOID03.
 AG9453
 AG9453;                    North         East     Units Scale Factor Converg.
 AG9453;SPC FL W     -   260,428.548   196,078.366   MT  0.99994137   -0 01 03.7
 AG9453;SPC FL W     -   854,422.66    643,300.44   sFT  0.99994137   -0 01 03.7
 AG9453;UTM  17      - 2,951,892.339   396,585.564   MT  0.99973203   -0 28 00.5
 AG9453
 AG9453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9453!SPC FL W     -   1.00000346  x   0.99994137  =   0.99994483
 AG9453!UTM  17      -   1.00000346  x   0.99973203  =   0.99973549
 AG9453
 AG9453                          SUPERSEDED SURVEY CONTROL
 AG9453
 AG9453  NAD 83(1990)-  26 41 03.53432(N)    082 02 21.85226(W) AD(       ) 1
 AG9453  ELLIP H (11/12/93)  -21.96   (m)                       GP(       ) 4 1
 AG9453
 AG9453.Superseded values are not recommended for survey control.
 AG9453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9453.See file dsdata.txt to determine how the superseded data were derived.
 AG9453
 AG9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9658651892(NAD 83)
 AG9453_MARKER: DD = SURVEY DISK
 AG9453_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9453_SP_SET: PREFAB CONC. POST IN EARTH
 AG9453_STAMPING: 12-88-A30
 AG9453_MARK LOGO: FLDT  
 AG9453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9453+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AG9453
 AG9453  HISTORY     - Date     Condition        Report By
 AG9453  HISTORY     - 1988     MONUMENTED       FLDT
 AG9453  HISTORY     - 19901218 GOOD
 AG9453  HISTORY     - 19920901 GOOD             DENI
 AG9453  HISTORY     - 19971009 GOOD             USPSQD
 AG9453  HISTORY     - 20060508 GOOD             HOLE
 AG9453
 AG9453                          STATION DESCRIPTION
 AG9453
 AG9453'DESCRIBED 1990
 AG9453'RECOVERED IN GOOD CONDITION.
 AG9453
 AG9453                          STATION RECOVERY (1992)
 AG9453
 AG9453'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9453'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9453'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 31, TWP 43S,
 AG9453'RGE 23E, IN NORTHWEST CAPE CORAL, 5.8 MI (9.3 KM) SOUTH OF THE
 AG9453'LEE/CHARLOTTE COUNTY LINE, 10.7 MI (17.2 KM) NORTHWEST OF FORT MYERS.
 AG9453'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9453'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 3.2 MI (5.1 KM) ON
 AG9453'BURNT STORE ROAD TO STATION ON THE LEFT, 0.15 MI (0.24 KM) NORTH OF
 AG9453'GULFSTREAM PARKWAY, 234 FT (71.3 M) SOUTH OF N.W. 17TH LANE.
 AG9453'STATION IS 27.0 FT (8.2 M) WEST OF THE CENTERLINE OF BURNT STORE ROAD,
 AG9453'234 FT (71.3 M) SOUTH OF THE CENTERLINE OF N.W. 17TH LANE, 58.8 FT
 AG9453'(17.9 M) SOUTHEAST OF A POWER POLE, 3.0 FT (0.9 M) EAST OF A WITNESS
 AG9453'POST.
 AG9453'STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION 3.5 INCH BRASS
 AG9453'SURVEY MARK DISK SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST, 2
 AG9453'INCHES BELOW GROUND LEVEL.
 AG9453
 AG9453                          STATION RECOVERY (1997)
 AG9453
 AG9453'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9453'RECOVERED IN GOOD CONDITION.
 AG9453
 AG9453                          STATION RECOVERY (2006)
 AG9453
 AG9453'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9453'THE WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9454 ***********************************************************************
 AG9454  DESIGNATION -  12 88 A36
 AG9454  PID         -  AG9454
 AG9454  STATE/COUNTY-  FL/LEE
 AG9454  USGS QUAD   -  MATLACHA (1987)
 AG9454
 AG9454                         *CURRENT SURVEY CONTROL
 AG9454  ___________________________________________________________________
 AG9454* NAD 83(1999)-  26 43 36.09043(N)    082 02 20.66106(W)     ADJUSTED  
 AG9454* NAVD 88     -         2.6    (meters)       9.     (feet)  GPS OBS   
 AG9454  ___________________________________________________________________
 AG9454  X           -     789,513.559 (meters)                     COMP
 AG9454  Y           -  -5,645,613.400 (meters)                     COMP
 AG9454  Z           -   2,851,191.034 (meters)                     COMP
 AG9454  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AG9454  ELLIP HEIGHT-         -21.28  (meters)          (07/06/01) GPS OBS
 AG9454  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG9454
 AG9454  HORZ ORDER  -  FIRST
 AG9454  ELLP ORDER  -  FOURTH    CLASS II
 AG9454
 AG9454.The horizontal coordinates were established by GPS observations
 AG9454.and adjusted by the National Geodetic Survey in July 2001..
 AG9454
 AG9454.The orthometric height was determined by GPS observations and a
 AG9454.high-resolution geoid model.
 AG9454
 AG9454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9454
 AG9454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9454
 AG9454.The ellipsoidal height was determined by GPS observations
 AG9454.and is referenced to NAD 83.
 AG9454
 AG9454.The geoid height was determined by GEOID03.
 AG9454
 AG9454;                    North         East     Units Scale Factor Converg.
 AG9454;SPC FL W     -   265,123.503   196,112.759   MT  0.99994136   -0 01 03.3
 AG9454;SPC FL W     -   869,826.03    643,413.28   sFT  0.99994136   -0 01 03.3
 AG9454;UTM  17      - 2,956,585.896   396,656.768   MT  0.99973185   -0 28 02.5
 AG9454
 AG9454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9454!SPC FL W     -   1.00000334  x   0.99994136  =   0.99994470
 AG9454!UTM  17      -   1.00000334  x   0.99973185  =   0.99973519
 AG9454
 AG9454                          SUPERSEDED SURVEY CONTROL
 AG9454
 AG9454  NAD 83(1990)-  26 43 36.08878(N)    082 02 20.66027(W) AD(       ) 1
 AG9454  ELLIP H (11/12/93)  -21.22   (m)                       GP(       ) 4 1
 AG9454
 AG9454.Superseded values are not recommended for survey control.
 AG9454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9454.See file dsdata.txt to determine how the superseded data were derived.
 AG9454
 AG9454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9665756586(NAD 83)
 AG9454_MARKER: DD = SURVEY DISK
 AG9454_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9454_SP_SET: PREFAB CONC. POST IN EARTH
 AG9454_STAMPING: 12-88-A36
 AG9454_MARK LOGO: FLDT  
 AG9454_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9454+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 AG9454
 AG9454  HISTORY     - Date     Condition        Report By
 AG9454  HISTORY     - 1988     MONUMENTED       FLDT
 AG9454  HISTORY     - 19900313 GOOD
 AG9454  HISTORY     - 19920901 GOOD             DENI
 AG9454  HISTORY     - 19971009 GOOD             USPSQD
 AG9454  HISTORY     - 20060525 GOOD             HOLE
 AG9454
 AG9454                          STATION DESCRIPTION
 AG9454
 AG9454'DESCRIBED 1990
 AG9454'RECOVERED IN GOOD CONDITION.
 AG9454
 AG9454                          STATION RECOVERY (1992)
 AG9454
 AG9454'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9454'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9454'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 17, TWP 43S,
 AG9454'RGE 23E, 3.0 MI (4.8 KM) SOUTH OF THE LEE/CHARLOTTE COUNTY LINE, 12.0
 AG9454'MI (19.3 KM) NORTHWEST OF FORT MYERS.
 AG9454'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9454'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 6.1 MI (9.8 KM) ON
 AG9454'BURNT STORE ROAD TO THE STATION ON THE RIGHT, ABOUT 208 FT (63.4 M)
 AG9454'SOUTH OF GREENWELL ROAD.
 AG9454'STATION IS 35.8 FT (10.9 M) EAST OF THE CENTERLINE OF BURNT STORE
 AG9454'ROAD, 208 FT (63.4 M) SOUTH OF THE CENTERLINE OF GREENWELL ROAD,
 AG9454'129.3 FT (39.4 M) NORTHEAST OF A POWER POLE WEST OF BURNT STORE ROAD,
 AG9454'155.3 FT (47.3 M) NORTHWEST OF A 6 INCH SQUARE CONCRETE STATE ROAD
 AG9454'DEPARTMENT RIGHT-OF-WAY POST, 3.8 FT (1.2 M) WEST OF A WITNESS POST.
 AG9454'STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION 3.5 INCH BRASS
 AG9454'SURVEY MARK DISK SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST,
 AG9454'FLUSH WITH GROUND LEVEL.
 AG9454
 AG9454                          STATION RECOVERY (1997)
 AG9454
 AG9454'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9454'RECOVERED IN GOOD CONDITION.
 AG9454
 AG9454                          STATION RECOVERY (2006)
 AG9454
 AG9454'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9454'WITNESS POST MISSING. GREENWELL ROAD HAS BEEN CHANGED TO SANCTUARY
 AG9454'ESTATES DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0828 ***********************************************************************
 AQ0828  DESIGNATION -  12 JAS
 AQ0828  PID         -  AQ0828
 AQ0828  STATE/COUNTY-  FL/LAKE
 AQ0828  USGS QUAD   -  ALEXANDER SPRINGS (1994)
 AQ0828
 AQ0828                         *CURRENT SURVEY CONTROL
 AQ0828  ___________________________________________________________________
 AQ0828* NAD 83(1986)-  29 02 47.     (N)    081 36 40.     (W)     SCALED    
 AQ0828* NAVD 88     -        34.218  (meters)     112.26   (feet)  ADJUSTED  
 AQ0828  ___________________________________________________________________
 AQ0828  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AQ0828  DYNAMIC HT  -          34.169 (meters)     112.10  (feet)  COMP
 AQ0828  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 AQ0828
 AQ0828  VERT ORDER  -  FIRST     CLASS II
 AQ0828
 AQ0828.The horizontal coordinates were scaled from a topographic map and have
 AQ0828.an estimated accuracy of +/- 6 seconds.
 AQ0828
 AQ0828.The orthometric height was determined by differential leveling
 AQ0828.and adjusted by the National Geodetic Survey in June 1991..
 AQ0828
 AQ0828.The geoid height was determined by GEOID03.
 AQ0828
 AQ0828.The dynamic height is computed by dividing the NAVD 88
 AQ0828.geopotential number by the normal gravity value computed on the
 AQ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0828.degrees latitude (g = 980.6199 gals.).
 AQ0828
 AQ0828.The modeled gravity was interpolated from observed gravity values.
 AQ0828
 AQ0828;                    North         East    Units  Estimated Accuracy
 AQ0828;SPC FL E     -   522,330.      140,480.      MT  (+/- 180 meters Scaled)
 AQ0828
 AQ0828                          SUPERSEDED SURVEY CONTROL
 AQ0828
 AQ0828  NGVD 29 (??/??/92)   34.540  (m)          113.32   (f) ADJ UNCH    1 2
 AQ0828
 AQ0828.Superseded values are not recommended for survey control.
 AQ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0828.See file dsdata.txt to determine how the superseded data were derived.
 AQ0828
 AQ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN405132(NAD 83)
 AQ0828_MARKER: DD = SURVEY DISK
 AQ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0828_STAMPING: 12 JAS 1966 113
 AQ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0828+STABILITY: SURFACE MOTION
 AQ0828
 AQ0828  HISTORY     - Date     Condition        Report By
 AQ0828  HISTORY     - 1966     MONUMENTED       USGS
 AQ0828  HISTORY     - 1968     GOOD             NGS
 AQ0828
 AQ0828                          STATION DESCRIPTION
 AQ0828
 AQ0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0828'6.9 MI N FROM ALTOONA.
 AQ0828'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0828'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 1.9
 AQ0828'MILES EAST AND NORTHEAST ALONG HIGHWAY S 445, ON THE TOP OF A
 AQ0828'6-FOOT HIGH BANK, 190 FEET NORTHEAST OF THE CENTER OF A POWER
 AQ0828'LINE CROSSING, 63 FEET NORTHWEST OF THE CENTER LINE OF THE
 AQ0828'HIGHWAY, 60 FEET SOUTH-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 AQ0828'POST, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET
 AQ0828'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AQ0828'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3235 ***********************************************************************
 AI3235  DESIGNATION -  12 M
 AI3235  PID         -  AI3235
 AI3235  STATE/COUNTY-  FL/FRANKLIN
 AI3235  USGS QUAD   -  PICKETT BAY (1981)
 AI3235
 AI3235                         *CURRENT SURVEY CONTROL
 AI3235  ___________________________________________________________________
 AI3235* NAD 83(1986)-  29 54 25.     (N)    084 38 21.     (W)     SCALED    
 AI3235* NAVD 88     -         3.342  (meters)      10.96   (feet)  ADJUSTED  
 AI3235  ___________________________________________________________________
 AI3235  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AI3235  DYNAMIC HT  -           3.337 (meters)      10.95  (feet)  COMP
 AI3235  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 AI3235
 AI3235  VERT ORDER  -  SECOND    CLASS I
 AI3235
 AI3235.The horizontal coordinates were scaled from a topographic map and have
 AI3235.an estimated accuracy of +/- 6 seconds.
 AI3235
 AI3235.The orthometric height was determined by differential leveling
 AI3235.and adjusted by the National Geodetic Survey in May 2001..
 AI3235.No vertical observational check was made to the station.
 AI3235
 AI3235.The geoid height was determined by GEOID03.
 AI3235
 AI3235.The dynamic height is computed by dividing the NAVD 88
 AI3235.geopotential number by the normal gravity value computed on the
 AI3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3235.degrees latitude (g = 980.6199 gals.).
 AI3235
 AI3235.The modeled gravity was interpolated from observed gravity values.
 AI3235
 AI3235;                    North         East    Units  Estimated Accuracy
 AI3235;SPC FL N     -   100,540.      586,560.      MT  (+/- 180 meters Scaled)
 AI3235
 AI3235                          SUPERSEDED SURVEY CONTROL
 AI3235
 AI3235.No superseded survey control is available for this station.
 AI3235
 AI3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU279108(NAD 83)
 AI3235_MARKER: DB = BENCH MARK DISK
 AI3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3235_STAMPING: 12 M 1943 12 FEET
 AI3235_MARK LOGO: USGS  
 AI3235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3235+STABILITY: SURFACE MOTION
 AI3235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3235+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1993
 AI3235
 AI3235  HISTORY     - Date     Condition        Report By
 AI3235  HISTORY     - 1943     MONUMENTED       USGS
 AI3235  HISTORY     - 19930727 GOOD             FLDEP
 AI3235
 AI3235                          STATION DESCRIPTION
 AI3235
 AI3235'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI3235'THE MARK IS ABOUT 4.5 MI (7.2 KM) NORTH OF CARRABELLE, 35.5 MI (57.1
 AI3235'KM) SOUTH OF TELOGIA ON COUNTY ROAD 67 IN SECTION 4, T 7 S, R 4 W. TO
 AI3235'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 AI3235'ROAD 67 IN CARRABELLE, GO NORTH ON COUNTY ROAD 67 FOR 4.3 MI (6.9 KM)
 AI3235'TO A Y JUNCTION OF A DIRT ROAD LEADING NORTHEAST AND THE MARK ON THE
 AI3235'RIGHT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ON THE SIDE OF A
 AI3235'CUT DITCH FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL
 AI3235'OF COUNTY ROAD 67. LOCATED 98.5 FT (30.0 M) EAST AND ACROSS THE ROAD
 AI3235'FROM POWER POLE NUMBER 5-8396, 55.5 FT (16.9 M) SOUTHEAST OF THE
 AI3235'CENTERLINE OF THE INTERSECTION OF COUNTY ROAD 67 AND THE Y JUNCTION OF
 AI3235'A DIRT ROAD LEADING NORTHEAST, 55.3 FT (16.9 M) EAST-SOUTHEAST OF THE
 AI3235'CENTERLINE OF COUNTY ROAD 67, 51.3 FT (15.6 M) SOUTHEAST OF THE
 AI3235'CENTERLINE OF A DIRT ROAD LEADING NORTHEAST AT THE EDGE OF PAVEMENT OF
 AI3235'COUNTY ROAD 67, 31.0 FT (9.4 M) EAST OF A BURIED CABLE JUNCTION BOX
 AI3235'NUMBER C 39 AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0696 ***********************************************************************
 BE0696  DESIGNATION -  12 M USGS
 BE0696  PID         -  BE0696
 BE0696  STATE/COUNTY-  FL/BAY
 BE0696  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE0696
 BE0696                         *CURRENT SURVEY CONTROL
 BE0696  ___________________________________________________________________
 BE0696* NAD 83(1986)-  30 10 50.     (N)    085 47 25.     (W)     SCALED    
 BE0696* NAVD 88     -         6.028  (meters)      19.78   (feet)  ADJUSTED  
 BE0696  ___________________________________________________________________
 BE0696  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BE0696  DYNAMIC HT  -           6.020 (meters)      19.75  (feet)  COMP
 BE0696  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 BE0696
 BE0696  VERT ORDER  -  FIRST     CLASS II
 BE0696
 BE0696.The horizontal coordinates were scaled from a topographic map and have
 BE0696.an estimated accuracy of +/- 6 seconds.
 BE0696
 BE0696.The orthometric height was determined by differential leveling
 BE0696.and adjusted by the National Geodetic Survey in June 1991..
 BE0696
 BE0696.The geoid height was determined by GEOID03.
 BE0696
 BE0696.The dynamic height is computed by dividing the NAVD 88
 BE0696.geopotential number by the normal gravity value computed on the
 BE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0696.degrees latitude (g = 980.6199 gals.).
 BE0696
 BE0696.The modeled gravity was interpolated from observed gravity values.
 BE0696
 BE0696;                    North         East    Units  Estimated Accuracy
 BE0696;SPC FL N     -   131,570.      475,740.      MT  (+/- 180 meters Scaled)
 BE0696
 BE0696                          SUPERSEDED SURVEY CONTROL
 BE0696
 BE0696  NGVD 29 (??/??/92)    6.172  (m)           20.25   (f) ADJ UNCH    1 2
 BE0696
 BE0696.Superseded values are not recommended for survey control.
 BE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0696.See file dsdata.txt to determine how the superseded data were derived.
 BE0696
 BE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU164394(NAD 83)
 BE0696_MARKER: DD = SURVEY DISK
 BE0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0696_STAMPING: 12 M 1942 20
 BE0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0696+STABILITY: SURFACE MOTION
 BE0696
 BE0696  HISTORY     - Date     Condition        Report By
 BE0696  HISTORY     - 1942     MONUMENTED       USGS
 BE0696  HISTORY     - 1957     GOOD             NGS
 BE0696  HISTORY     - 1976     MARK NOT FOUND   USGS
 BE0696
 BE0696                          STATION DESCRIPTION
 BE0696
 BE0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BE0696'2.5 MI W FROM PANAMA CITY.
 BE0696'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE WEST END
 BE0696'OF HATHAWAY BRIDGE OVER ST. ANDREW BAY AT PANAMA CITY, IN SECTION
 BE0696'31, T 3 S, R 15 W, ABOUT 0.6 MILE EAST OF JUNCTION OF STATE
 BE0696'HIGHWAY 392 LEADING EAST, AT THE JUNCTION OF A GRADED SAND
 BE0696'ROAD NORTH, NORTHWEST AND ACROSS HIGHWAY FROM CUNNINGHAMS SUPER
 BE0696'MARKET, 34 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY,
 BE0696'22 1/2 FEET WEST OF CENTER LINE OF ROAD NORTH, 3 FEET NORTHWEST
 BE0696'OF A POWER POLE WITH TRANSFORMER, UNDER A ROW OF MAIL BOXES, ABOUT
 BE0696'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0696'1 INCH.
 BE0696
 BE0696                          STATION RECOVERY (1976)
 BE0696
 BE0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BE0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9820 ***********************************************************************
 AC9820  DESIGNATION -  12 RJN
 AC9820  PID         -  AC9820
 AC9820  STATE/COUNTY-  FL/PUTNAM
 AC9820  USGS QUAD   -  SATSUMA (1980)
 AC9820
 AC9820                         *CURRENT SURVEY CONTROL
 AC9820  ___________________________________________________________________
 AC9820* NAD 83(1986)-  29 35 44.     (N)    081 42 45.     (W)     SCALED    
 AC9820* NAVD 88     -         9.270  (meters)      30.41   (feet)  ADJUSTED  
 AC9820  ___________________________________________________________________
 AC9820  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AC9820  DYNAMIC HT  -           9.257 (meters)      30.37  (feet)  COMP
 AC9820  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AC9820
 AC9820  VERT ORDER  -  SECOND    CLASS I
 AC9820
 AC9820.The horizontal coordinates were scaled from a topographic map and have
 AC9820.an estimated accuracy of +/- 6 seconds.
 AC9820
 AC9820.The orthometric height was determined by differential leveling
 AC9820.and adjusted by the National Geodetic Survey in September 1997..
 AC9820
 AC9820.The geoid height was determined by GEOID03.
 AC9820
 AC9820.The dynamic height is computed by dividing the NAVD 88
 AC9820.geopotential number by the normal gravity value computed on the
 AC9820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9820.degrees latitude (g = 980.6199 gals.).
 AC9820
 AC9820.The modeled gravity was interpolated from observed gravity values.
 AC9820
 AC9820;                    North         East    Units  Estimated Accuracy
 AC9820;SPC FL E     -   583,250.      130,980.      MT  (+/- 180 meters Scaled)
 AC9820
 AC9820                          SUPERSEDED SURVEY CONTROL
 AC9820
 AC9820.No superseded survey control is available for this station.
 AC9820
 AC9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN310741(NAD 83)
 AC9820_MARKER: DD = SURVEY DISK
 AC9820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9820_SP_SET: HEADWALL
 AC9820_STAMPING: 12 RJN 1967 31
 AC9820_MARK LOGO: USGS  
 AC9820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9820+STABILITY: SURFACE MOTION
 AC9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9820+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1996
 AC9820
 AC9820  HISTORY     - Date     Condition        Report By
 AC9820  HISTORY     - 1967     MONUMENTED       USGS
 AC9820  HISTORY     - 19960806 GOOD             FLDEP
 AC9820
 AC9820                          STATION DESCRIPTION
 AC9820
 AC9820'DESCRIBED BY FL DEPT OF ENV PRO 1996 (BAJ)
 AC9820'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF PALATKA, 16.5 MI (26.6
 AC9820'KM) NORTH 0F SALT SPRINGS ON STATE ROAD 19 IN SECTION 29, TOWNSHIP 10
 AC9820'SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA
 AC9820'ON U.S. HIGHWAY 17 (REID STREET, STATE ROAD 100), GO WEST ON U.S.
 AC9820'HIGHWAY 17 (REID STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE
 AC9820'JUNCTION OF STATE ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100
 AC9820'AND GO NORTHWEST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD
 AC9820'19, TURN LEFT ON STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 5.4 MI (8.7
 AC9820'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE HEADWALL OF
 AC9820'A CULVERT AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED
 AC9820'98.1 FT (29.9 M) NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 AC9820'ATTACHED, 28.6 FT (8.7 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 AC9820'OF STATE ROAD 19, 11.8 FT (3.6 M) SOUTHWEST OF THE NORTH END OF THE
 AC9820'CULVERT HEADWALL AND 0.6 FT (18.3 CM) NORTHEAST OF THE SOUTH END OF
 AC9820'THE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0212 ***********************************************************************
 AK0212  DESIGNATION -  12 USN
 AK0212  PID         -  AK0212
 AK0212  STATE/COUNTY-  FL/SEMINOLE
 AK0212  USGS QUAD   -  SANFORD (1988)
 AK0212
 AK0212                         *CURRENT SURVEY CONTROL
 AK0212  ___________________________________________________________________
 AK0212* NAD 83(1986)-  28 47 11.     (N)    081 15 21.     (W)     SCALED    
 AK0212* NAVD 88     -        12.637  (meters)      41.46   (feet)  ADJUSTED  
 AK0212  ___________________________________________________________________
 AK0212  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AK0212  DYNAMIC HT  -          12.619 (meters)      41.40  (feet)  COMP
 AK0212  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 AK0212
 AK0212  VERT ORDER  -  FIRST     CLASS II
 AK0212
 AK0212.The horizontal coordinates were scaled from a topographic map and have
 AK0212.an estimated accuracy of +/- 6 seconds.
 AK0212
 AK0212.The orthometric height was determined by differential leveling
 AK0212.and adjusted by the National Geodetic Survey in June 1991..
 AK0212
 AK0212.The geoid height was determined by GEOID03.
 AK0212
 AK0212.The dynamic height is computed by dividing the NAVD 88
 AK0212.geopotential number by the normal gravity value computed on the
 AK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0212.degrees latitude (g = 980.6199 gals.).
 AK0212
 AK0212.The modeled gravity was interpolated from observed gravity values.
 AK0212
 AK0212;                    North         East    Units  Estimated Accuracy
 AK0212;SPC FL E     -   493,380.      175,020.      MT  (+/- 180 meters Scaled)
 AK0212
 AK0212                          SUPERSEDED SURVEY CONTROL
 AK0212
 AK0212  NGVD 29 (??/??/92)   12.952  (m)           42.49   (f) ADJ UNCH    1 2
 AK0212
 AK0212.Superseded values are not recommended for survey control.
 AK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0212.See file dsdata.txt to determine how the superseded data were derived.
 AK0212
 AK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM750843(NAD 83)
 AK0212_MARKER: B = BOLT
 AK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0212_STAMPING: US NAVY 1945
 AK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0212+STABILITY: SURFACE MOTION
 AK0212
 AK0212  HISTORY     - Date     Condition        Report By
 AK0212  HISTORY     - 1945     MONUMENTED       USN
 AK0212  HISTORY     - 1960     GOOD             NGS
 AK0212  HISTORY     - 1978     MARK NOT FOUND   NGS
 AK0212  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AK0212  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0212  HISTORY     - 19950128 MARK NOT FOUND   USPSQD
 AK0212
 AK0212                          STATION DESCRIPTION
 AK0212
 AK0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AK0212'1 MI E FROM SANFORD.
 AK0212'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 AK0212'U.S. HIGHWAY 17 IN THE SOUTH PART OF SANFORD, AT THE INTERSECTION
 AK0212'OF MELLONVILLE AVENUE (LEADING SOUTH TO SANFORD NAVAL AIR STATION),
 AK0212'18 FEET SOUTH OF SOUTH CURB LINE OF EAST 25TH STREET (STATE
 AK0212'HIGHWAY 46), 31 FEET WEST OF CENTER LINE OF MELLONVILLE AVENUE,
 AK0212'42 1/2 FEET SOUTHWEST OF CENTER OF INTERSECTION, 29 FEET NORTH OF
 AK0212'A POWER POLE, 1 FOOT ABOV LEVEL OF HIGHWAY AND AS A BRASS BOLT
 AK0212'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AK0212
 AK0212                          STATION RECOVERY (1978)
 AK0212
 AK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0212'MARK NOT FOUND.
 AK0212
 AK0212                          STATION RECOVERY (1986)
 AK0212
 AK0212'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AK0212'MARK NOT FOUND.
 AK0212
 AK0212                          STATION RECOVERY (1988)
 AK0212
 AK0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0212'MARK NOT FOUND.
 AK0212
 AK0212                          STATION RECOVERY (1995)
 AK0212
 AK0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0015 ***********************************************************************
 AG0015  DESIGNATION -  120 FLHD
 AG0015  PID         -  AG0015
 AG0015  STATE/COUNTY-  FL/PINELLAS
 AG0015  USGS QUAD   -  SEMINOLE (1995)
 AG0015
 AG0015                         *CURRENT SURVEY CONTROL
 AG0015  ___________________________________________________________________
 AG0015* NAD 83(1986)-  27 49 43.     (N)    082 49 53.     (W)     SCALED    
 AG0015* NAVD 88     -         0.949  (meters)       3.11   (feet)  ADJUSTED  
 AG0015  ___________________________________________________________________
 AG0015  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0015  DYNAMIC HT  -           0.947 (meters)       3.11  (feet)  COMP
 AG0015  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AG0015
 AG0015  VERT ORDER  -  SECOND    CLASS II
 AG0015
 AG0015.The horizontal coordinates were scaled from a topographic map and have
 AG0015.an estimated accuracy of +/- 6 seconds.
 AG0015
 AG0015.The orthometric height was determined by differential leveling
 AG0015.and adjusted by the National Geodetic Survey in June 1991..
 AG0015
 AG0015.The geoid height was determined by GEOID03.
 AG0015
 AG0015.The dynamic height is computed by dividing the NAVD 88
 AG0015.geopotential number by the normal gravity value computed on the
 AG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0015.degrees latitude (g = 980.6199 gals.).
 AG0015
 AG0015.The modeled gravity was interpolated from observed gravity values.
 AG0015
 AG0015;                    North         East    Units  Estimated Accuracy
 AG0015;SPC FL W     -   387,500.      118,100.      MT  (+/- 180 meters Scaled)
 AG0015
 AG0015                          SUPERSEDED SURVEY CONTROL
 AG0015
 AG0015  NGVD 29 (??/??/92)    1.216  (m)            3.99   (f) ADJ UNCH    2 2
 AG0015
 AG0015.Superseded values are not recommended for survey control.
 AG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0015.See file dsdata.txt to determine how the superseded data were derived.
 AG0015
 AG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL196795(NAD 83)
 AG0015_MARKER: DD = SURVEY DISK
 AG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0015_STAMPING: 120 SRD
 AG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0015+STABILITY: SURFACE MOTION
 AG0015
 AG0015  HISTORY     - Date     Condition        Report By
 AG0015  HISTORY     - UNK      MONUMENTED       FLHD
 AG0015  HISTORY     - 1975     GOOD             FLDT
 AG0015
 AG0015                          STATION DESCRIPTION
 AG0015
 AG0015'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0015'AT REDINGTON SHORES.
 AG0015'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0015'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0015'FOR 4.15 MILES, TO THE INTERSECTION OF ATOLL AVE.  STATION ON
 AG0015'LEFT, 42.0 FT. E. OF THE CENTERLINE OF GULF BLVD., 5.0 FT.
 AG0015'S. OF THE CENTERLINE OF ATOLL AVE., 4.5 FT. N. OF A POWER POLE,
 AG0015'NUMBER 1A-46458-R.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 AG0015'WITH THE GROUND.  SECTION 31, T 30S, R 15E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6179 ***********************************************************************
 AE6179  DESIGNATION -  1205 20
 AE6179  PID         -  AE6179
 AE6179  STATE/COUNTY-  FL/INDIAN RIVER
 AE6179  USGS QUAD   -  FORT DRUM NE (1972)
 AE6179
 AE6179                         *CURRENT SURVEY CONTROL
 AE6179  ___________________________________________________________________
 AE6179* NAD 83(1986)-  27 37 58.     (N)    080 45 59.     (W)     SCALED    
 AE6179* NAVD 88     -         8.766  (meters)      28.76   (feet)  ADJUSTED  
 AE6179  ___________________________________________________________________
 AE6179  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AE6179  DYNAMIC HT  -           8.753 (meters)      28.72  (feet)  COMP
 AE6179  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 AE6179
 AE6179  VERT ORDER  -  SECOND    CLASS I
 AE6179
 AE6179.The horizontal coordinates were scaled from a topographic map and have
 AE6179.an estimated accuracy of +/- 6 seconds.
 AE6179
 AE6179.The orthometric height was determined by differential leveling
 AE6179.and adjusted by the National Geodetic Survey in February 1998..
 AE6179
 AE6179.The geoid height was determined by GEOID03.
 AE6179
 AE6179.The dynamic height is computed by dividing the NAVD 88
 AE6179.geopotential number by the normal gravity value computed on the
 AE6179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6179.degrees latitude (g = 980.6199 gals.).
 AE6179
 AE6179.The modeled gravity was interpolated from observed gravity values.
 AE6179
 AE6179;                    North         East    Units  Estimated Accuracy
 AE6179;SPC FL E     -   365,540.      223,060.      MT  (+/- 180 meters Scaled)
 AE6179
 AE6179                          SUPERSEDED SURVEY CONTROL
 AE6179
 AE6179.No superseded survey control is available for this station.
 AE6179
 AE6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL230565(NAD 83)
 AE6179_MARKER: DD = SURVEY DISK
 AE6179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6179_STAMPING: 1205-20 FB 94-158 PG 45
 AE6179_MARK LOGO: SJRWMD
 AE6179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6179+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6179
 AE6179  HISTORY     - Date     Condition        Report By
 AE6179  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6179  HISTORY     - 19950630 GOOD             FLDEP
 AE6179
 AE6179                          STATION DESCRIPTION
 AE6179
 AE6179'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6179'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6179'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6179'60 IN YEEHAW JUNCTION IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6179'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6179'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6179'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6179'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6179'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6179'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6179'SOUTH ON THE DIRT ROAD FOR APPROXIMATELY 70.0 FT (21.3 M) TO THE MARK
 AE6179'ON THE RIGHT A SJRWMD ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN
 AE6179'8-INCH STOVE PIPE FILLED WITH CONCRETE, PROJECTING 0.2 FT (6.1 CM)
 AE6179'ABOVE THE LEVEL OF THE GROUND AND DIRT ROAD. LOCATED 73.7 FT (22.5 M)
 AE6179'SOUTH OF THE CENTER OF THE METAL GATE, 15.0 FT (4.6 M) WEST OF THE
 AE6179'APPROXIMATE CENTER OF THE DIRT ROAD AND 1.7 FT (0.5 M) EAST OF A
 AE6179'SJRWMD METAL WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY,
 AE6179'DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN
 AE6179'WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6180 ***********************************************************************
 AE6180  DESIGNATION -  1205 20 RM 1
 AE6180  PID         -  AE6180
 AE6180  STATE/COUNTY-  FL/INDIAN RIVER
 AE6180  USGS QUAD   -  FORT DRUM NE (1972)
 AE6180
 AE6180                         *CURRENT SURVEY CONTROL
 AE6180  ___________________________________________________________________
 AE6180* NAD 83(1986)-  27 37 53.     (N)    080 45 56.     (W)     SCALED    
 AE6180* NAVD 88     -         8.291  (meters)      27.20   (feet)  ADJUSTED  
 AE6180  ___________________________________________________________________
 AE6180  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AE6180  DYNAMIC HT  -           8.279 (meters)      27.16  (feet)  COMP
 AE6180  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AE6180
 AE6180  VERT ORDER  -  SECOND    CLASS I
 AE6180
 AE6180.The horizontal coordinates were scaled from a topographic map and have
 AE6180.an estimated accuracy of +/- 6 seconds.
 AE6180
 AE6180.The orthometric height was determined by differential leveling
 AE6180.and adjusted by the National Geodetic Survey in February 1998..
 AE6180
 AE6180.The geoid height was determined by GEOID03.
 AE6180
 AE6180.The dynamic height is computed by dividing the NAVD 88
 AE6180.geopotential number by the normal gravity value computed on the
 AE6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6180.degrees latitude (g = 980.6199 gals.).
 AE6180
 AE6180.The modeled gravity was interpolated from observed gravity values.
 AE6180
 AE6180;                    North         East    Units  Estimated Accuracy
 AE6180;SPC FL E     -   365,390.      223,140.      MT  (+/- 180 meters Scaled)
 AE6180
 AE6180                          SUPERSEDED SURVEY CONTROL
 AE6180
 AE6180.No superseded survey control is available for this station.
 AE6180
 AE6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL231563(NAD 83)
 AE6180_MARKER: DD = SURVEY DISK
 AE6180_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6180_STAMPING: 1205-20 RM 1 FB 94-158 PG.45
 AE6180_MARK LOGO: SJRWMD
 AE6180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6180+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6180
 AE6180  HISTORY     - Date     Condition        Report By
 AE6180  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6180  HISTORY     - 19950630 GOOD             FLDEP
 AE6180
 AE6180                          STATION DESCRIPTION
 AE6180
 AE6180'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6180'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6180'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6180'60 IN YEEHAW JUNCTION IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6180'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6180'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6180'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6180'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6180'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6180'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6180'SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT
 AE6180'A SJRWMD ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE
 AE6180'PIPE FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE
 AE6180'DIRT ROAD. LOCATED 141.0 FT (43.0 M) NORTHWEST OF THE NORTHWEST CORNER
 AE6180'OF A SMALL BUILDING, 17.0 FT (5.2 M) WEST OF THE APPROXIMATE CENTER OF
 AE6180'THE DIRT ROAD, 3.3 FT (1.0 M) EAST OF TWIN CABBAGE PALM TREES AND 0.7
 AE6180'FT (21.3 CM) EAST OF A SJRWMD METAL WITNESS POST. NOTE PREMISSION
 AE6180'NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT
 AE6180'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6180'(904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6181 ***********************************************************************
 AE6181  DESIGNATION -  1206 20
 AE6181  PID         -  AE6181
 AE6181  STATE/COUNTY-  FL/INDIAN RIVER
 AE6181  USGS QUAD   -  FORT DRUM (1972)
 AE6181
 AE6181                         *CURRENT SURVEY CONTROL
 AE6181  ___________________________________________________________________
 AE6181* NAD 83(1986)-  27 37 04.     (N)    080 45 33.     (W)     SCALED    
 AE6181* NAVD 88     -         8.545  (meters)      28.03   (feet)  ADJUSTED  
 AE6181  ___________________________________________________________________
 AE6181  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AE6181  DYNAMIC HT  -           8.532 (meters)      27.99  (feet)  COMP
 AE6181  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 AE6181
 AE6181  VERT ORDER  -  SECOND    CLASS I
 AE6181
 AE6181.The horizontal coordinates were scaled from a topographic map and have
 AE6181.an estimated accuracy of +/- 6 seconds.
 AE6181
 AE6181.The orthometric height was determined by differential leveling
 AE6181.and adjusted by the National Geodetic Survey in February 1998..
 AE6181
 AE6181.The geoid height was determined by GEOID03.
 AE6181
 AE6181.The dynamic height is computed by dividing the NAVD 88
 AE6181.geopotential number by the normal gravity value computed on the
 AE6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6181.degrees latitude (g = 980.6199 gals.).
 AE6181
 AE6181.The modeled gravity was interpolated from observed gravity values.
 AE6181
 AE6181;                    North         East    Units  Estimated Accuracy
 AE6181;SPC FL E     -   363,880.      223,770.      MT  (+/- 180 meters Scaled)
 AE6181
 AE6181                          SUPERSEDED SURVEY CONTROL
 AE6181
 AE6181.No superseded survey control is available for this station.
 AE6181
 AE6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL237548(NAD 83)
 AE6181_MARKER: DD = SURVEY DISK
 AE6181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6181_STAMPING: BM 1206-20 FB 94-158 PG-51
 AE6181_MARK LOGO: SJRWMD
 AE6181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6181+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6181
 AE6181  HISTORY     - Date     Condition        Report By
 AE6181  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6181  HISTORY     - 19950630 GOOD             FLDEP
 AE6181
 AE6181                          STATION DESCRIPTION
 AE6181
 AE6181'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6181'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6181'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6181'60 IN YEEHAW JUNCTION IN SECTION 17, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6181'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6181'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6181'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6181'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6181'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6181'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6181'SOUTH ON THE DIRT ROAD FOR 0.7 MI (1.1 KM) TO THE MARK ON THE RIGHT A
 AE6181'SJRWMD ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE
 AE6181'PIPE FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE
 AE6181'DIRT ROAD. LOCATED 26.2 FT (8.0 M) WEST OF AN OLD BARBED WIRE FENCE,
 AE6181'10.0 FT (3.0 M) WEST OF THE APPROXIMATE CENTER OF THE ROAD, 1.3 FT
 AE6181'(0.4 M) EAST OF A 20-INCH PALM TREE AND 1.0 FT (0.3 M) EAST OF A METAL
 AE6181'WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P
 AE6181'RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER
 AE6181'MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6182 ***********************************************************************
 AE6182  DESIGNATION -  1206 20 RM 1
 AE6182  PID         -  AE6182
 AE6182  STATE/COUNTY-  FL/INDIAN RIVER
 AE6182  USGS QUAD   -  FORT DRUM (1972)
 AE6182
 AE6182                         *CURRENT SURVEY CONTROL
 AE6182  ___________________________________________________________________
 AE6182* NAD 83(1986)-  27 36 59.     (N)    080 45 31.     (W)     SCALED    
 AE6182* NAVD 88     -         8.644  (meters)      28.36   (feet)  ADJUSTED  
 AE6182  ___________________________________________________________________
 AE6182  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AE6182  DYNAMIC HT  -           8.631 (meters)      28.32  (feet)  COMP
 AE6182  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 AE6182
 AE6182  VERT ORDER  -  SECOND    CLASS I
 AE6182
 AE6182.The horizontal coordinates were scaled from a topographic map and have
 AE6182.an estimated accuracy of +/- 6 seconds.
 AE6182
 AE6182.The orthometric height was determined by differential leveling
 AE6182.and adjusted by the National Geodetic Survey in February 1998..
 AE6182
 AE6182.The geoid height was determined by GEOID03.
 AE6182
 AE6182.The dynamic height is computed by dividing the NAVD 88
 AE6182.geopotential number by the normal gravity value computed on the
 AE6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6182.degrees latitude (g = 980.6199 gals.).
 AE6182
 AE6182.The modeled gravity was interpolated from observed gravity values.
 AE6182
 AE6182;                    North         East    Units  Estimated Accuracy
 AE6182;SPC FL E     -   363,720.      223,830.      MT  (+/- 180 meters Scaled)
 AE6182
 AE6182                          SUPERSEDED SURVEY CONTROL
 AE6182
 AE6182.No superseded survey control is available for this station.
 AE6182
 AE6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL238547(NAD 83)
 AE6182_MARKER: DD = SURVEY DISK
 AE6182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6182_STAMPING: BM 1206-20 RM 1 FB94-158 PG.51
 AE6182_MARK LOGO: SJRWMD
 AE6182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6182+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6182
 AE6182  HISTORY     - Date     Condition        Report By
 AE6182  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6182  HISTORY     - 19950630 GOOD             FLDEP
 AE6182
 AE6182                          STATION DESCRIPTION
 AE6182
 AE6182'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6182'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6182'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6182'60 IN YEEHAW JUNCTION IN SECTION 17, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6182'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6182'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6182'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6182'AND GO SOUTH FOR APPROXIMATE 100.0 FT (30.5 M) TO A METAL LOCKED GATE,
 AE6182'PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.5 MI
 AE6182'(0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON
 AE6182'THE DIRT ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT A SJRWMD
 AE6182'ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE
 AE6182'FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 AE6182'ROAD. LOCATED 27.9 FT (8.5 M) SOUTHWEST OF TWO CABBAGE PALM TREES,
 AE6182'26.2 FT (8.0 M) WEST OF AN OLD BARBED WIRE FENCE, 9.5 FT (2.9 M) WEST
 AE6182'OF THE APPROXIMATE CENTER OF THE ROAD, 1.6 FT (0.5 M) EAST OF THE EAST
 AE6182'EDGE OF THE BURM AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST. NOTE
 AE6182'PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE, FOR
 AE6182'KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6182'PALATKA, FL.  PHONE (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6183 ***********************************************************************
 AE6183  DESIGNATION -  1207 20
 AE6183  PID         -  AE6183
 AE6183  STATE/COUNTY-  FL/INDIAN RIVER
 AE6183  USGS QUAD   -  FORT DRUM (1972)
 AE6183
 AE6183                         *CURRENT SURVEY CONTROL
 AE6183  ___________________________________________________________________
 AE6183* NAD 83(1986)-  27 36 11.     (N)    080 45 21.     (W)     SCALED    
 AE6183* NAVD 88     -         8.365  (meters)      27.44   (feet)  ADJUSTED  
 AE6183  ___________________________________________________________________
 AE6183  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AE6183  DYNAMIC HT  -           8.352 (meters)      27.40  (feet)  COMP
 AE6183  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 AE6183
 AE6183  VERT ORDER  -  SECOND    CLASS I
 AE6183
 AE6183.The horizontal coordinates were scaled from a topographic map and have
 AE6183.an estimated accuracy of +/- 6 seconds.
 AE6183
 AE6183.The orthometric height was determined by differential leveling
 AE6183.and adjusted by the National Geodetic Survey in February 1998..
 AE6183
 AE6183.The geoid height was determined by GEOID03.
 AE6183
 AE6183.The dynamic height is computed by dividing the NAVD 88
 AE6183.geopotential number by the normal gravity value computed on the
 AE6183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6183.degrees latitude (g = 980.6199 gals.).
 AE6183
 AE6183.The modeled gravity was interpolated from observed gravity values.
 AE6183
 AE6183;                    North         East    Units  Estimated Accuracy
 AE6183;SPC FL E     -   362,250.      224,100.      MT  (+/- 180 meters Scaled)
 AE6183
 AE6183                          SUPERSEDED SURVEY CONTROL
 AE6183
 AE6183.No superseded survey control is available for this station.
 AE6183
 AE6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL240532(NAD 83)
 AE6183_MARKER: DD = SURVEY DISK
 AE6183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6183_STAMPING: BM 1207-20
 AE6183_MARK LOGO: SJRWMD
 AE6183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6183+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6183
 AE6183  HISTORY     - Date     Condition        Report By
 AE6183  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6183  HISTORY     - 19950630 GOOD             FLDEP
 AE6183
 AE6183                          STATION DESCRIPTION
 AE6183
 AE6183'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6183'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6183'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6183'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6183'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6183'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6183'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6183'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6183'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6183'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6183'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6183'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6183'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6183'THE DIRT ROAD FOR 0.55 MI (0.89 KM) TO THE MARK ON THE RIGHT A SJRWMD
 AE6183'ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE
 AE6183'FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 AE6183'ROAD. LOCATED ABOUT 12.0 FT (3.7 M) WEST OF THE CENTERLINE OF THE ROAD
 AE6183'AND 1.0 FT (0.3 M) EAST OF A SJRWMD WITNESS POST. NOTE PREMISSION
 AE6183'NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT
 AE6183'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6183'(904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6184 ***********************************************************************
 AE6184  DESIGNATION -  1207 20 RM 1
 AE6184  PID         -  AE6184
 AE6184  STATE/COUNTY-  FL/INDIAN RIVER
 AE6184  USGS QUAD   -  FORT DRUM (1972)
 AE6184
 AE6184                         *CURRENT SURVEY CONTROL
 AE6184  ___________________________________________________________________
 AE6184* NAD 83(1986)-  27 36 09.     (N)    080 45 21.     (W)     SCALED    
 AE6184* NAVD 88     -         8.296  (meters)      27.22   (feet)  ADJUSTED  
 AE6184  ___________________________________________________________________
 AE6184  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AE6184  DYNAMIC HT  -           8.284 (meters)      27.18  (feet)  COMP
 AE6184  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 AE6184
 AE6184  VERT ORDER  -  SECOND    CLASS I
 AE6184
 AE6184.The horizontal coordinates were scaled from a topographic map and have
 AE6184.an estimated accuracy of +/- 6 seconds.
 AE6184
 AE6184.The orthometric height was determined by differential leveling
 AE6184.and adjusted by the National Geodetic Survey in February 1998..
 AE6184
 AE6184.The geoid height was determined by GEOID03.
 AE6184
 AE6184.The dynamic height is computed by dividing the NAVD 88
 AE6184.geopotential number by the normal gravity value computed on the
 AE6184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6184.degrees latitude (g = 980.6199 gals.).
 AE6184
 AE6184.The modeled gravity was interpolated from observed gravity values.
 AE6184
 AE6184;                    North         East    Units  Estimated Accuracy
 AE6184;SPC FL E     -   362,190.      224,100.      MT  (+/- 180 meters Scaled)
 AE6184
 AE6184                          SUPERSEDED SURVEY CONTROL
 AE6184
 AE6184.No superseded survey control is available for this station.
 AE6184
 AE6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL240531(NAD 83)
 AE6184_MARKER: DD = SURVEY DISK
 AE6184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6184_STAMPING: RM 1 1207-20 FB 94-158 P.G. 57
 AE6184_MARK LOGO: SJRWMD
 AE6184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6184+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6184
 AE6184  HISTORY     - Date     Condition        Report By
 AE6184  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6184  HISTORY     - 19950630 GOOD             FLDEP
 AE6184
 AE6184                          STATION DESCRIPTION
 AE6184
 AE6184'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6184'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6184'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6184'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6184'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6184'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6184'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6184'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6184'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6184'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6184'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6184'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6184'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6184'THE DIRT ROAD FOR 0.6 MI (1.0 KM) TO THE MARK ON THE RIGHT A SJRWMD
 AE6184'ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE
 AE6184'FILLED WITH CONCRETE 0.1 FT (3.0 CM) ABOVE THE GROUND AND DIRT ROAD.
 AE6184'LOCATED ABOUT 15.2 FT (4.6 M) WEST OF THE CENTERLINE OF THE ROAD, 8.0
 AE6184'FT (2.4 M) SOUTHWEST OF A 10-INCH PINE TREE AND 1.1 FT (0.3 M) EAST OF
 AE6184'A SJRWMD WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY,
 AE6184'DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN
 AE6184'WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6295 ***********************************************************************
 AE6295  DESIGNATION -  1208 20
 AE6295  PID         -  AE6295
 AE6295  STATE/COUNTY-  FL/INDIAN RIVER
 AE6295  USGS QUAD   -  FORT DRUM (1972)
 AE6295
 AE6295                         *CURRENT SURVEY CONTROL
 AE6295  ___________________________________________________________________
 AE6295* NAD 83(1986)-  27 35 42.     (N)    080 45 25.     (W)     SCALED    
 AE6295* NAVD 88     -         8.386  (meters)      27.51   (feet)  ADJUSTED  
 AE6295  ___________________________________________________________________
 AE6295  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AE6295  DYNAMIC HT  -           8.373 (meters)      27.47  (feet)  COMP
 AE6295  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AE6295
 AE6295  VERT ORDER  -  SECOND    CLASS I
 AE6295
 AE6295.The horizontal coordinates were scaled from a topographic map and have
 AE6295.an estimated accuracy of +/- 6 seconds.
 AE6295
 AE6295.The orthometric height was determined by differential leveling
 AE6295.and adjusted by the National Geodetic Survey in February 1998..
 AE6295
 AE6295.The geoid height was determined by GEOID03.
 AE6295
 AE6295.The dynamic height is computed by dividing the NAVD 88
 AE6295.geopotential number by the normal gravity value computed on the
 AE6295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6295.degrees latitude (g = 980.6199 gals.).
 AE6295
 AE6295.The modeled gravity was interpolated from observed gravity values.
 AE6295
 AE6295;                    North         East    Units  Estimated Accuracy
 AE6295;SPC FL E     -   361,360.      224,000.      MT  (+/- 180 meters Scaled)
 AE6295
 AE6295                          SUPERSEDED SURVEY CONTROL
 AE6295
 AE6295.No superseded survey control is available for this station.
 AE6295
 AE6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL239523(NAD 83)
 AE6295_MARKER: DD = SURVEY DISK
 AE6295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6295_STAMPING: BM 1208-20
 AE6295_MARK LOGO: SJRWMD
 AE6295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6295+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6295
 AE6295  HISTORY     - Date     Condition        Report By
 AE6295  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6295  HISTORY     - 19950630 GOOD             FLDEP
 AE6295
 AE6295                          STATION DESCRIPTION
 AE6295
 AE6295'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6295'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6295'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6295'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6295'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6295'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6295'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6295'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6295'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6295'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6295'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6295'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6295'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6295'THE DIRT ROAD FOR 1.1 MI (1.8 KM) TO A CREEK ACROSS THE ROAD BETWEEN
 AE6295'HOG ISLAND AND SICK ISLAND AND THE MARK ON THE LEFT A SJRWMD ALUMINUN
 AE6295'DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE FILLED WITH
 AE6295'CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.  THE MARK
 AE6295'CAN ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AE6295'60 WESTBOUND LANES IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45
 AE6295'MI (24.86 KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT,
 AE6295'CONTINUE WEST ON STATE ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON
 AE6295'THE LEFT TO LEVEE 78 AND 79, TURN LEFT ON THE LEVEE ROAD AND GO SOUTH
 AE6295'ON LEVEE 79, PASSING THROUGH A LOCKED GATE FOR 10.75 MI (17.30 KM) TO
 AE6295'A LOCKED GATE ON THE LEFT AND A 90 DEGREE TURN RIGHT, TURN RIGHT AND
 AE6295'GO NORTH FOR 0.1 MI (0.2 KM) TO A 90 DEGREE TURN LEFT, TURN LEFT AND
 AE6295'GO WEST THEN NORTH UNDER THE POWERLINE FOR 1.8 MI (2.9 KM) TO THE
 AE6295'JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 2.05 MI
 AE6295'(3.30 KM) TO A CREEK ACROSS THE ROAD BETWEEN HOG ISLAND AND SICK
 AE6295'ISLAND AND THE MARK. LOCATED ABOUT 19.8 FT (6.0 M) SOUTH OF THE
 AE6295'SOUTHEAST CORNER OF A TELEMETRY STATION PLATFORM, 13.5 FT (4.1 M) EAST
 AE6295'OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1.3 FT (0.4 M) WEST OF A
 AE6295'SJRWMD WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND
 AE6295'P RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER
 AE6295'MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6294 ***********************************************************************
 AE6294  DESIGNATION -  1208 20 RM 1
 AE6294  PID         -  AE6294
 AE6294  STATE/COUNTY-  FL/INDIAN RIVER
 AE6294  USGS QUAD   -  FORT DRUM (1972)
 AE6294
 AE6294                         *CURRENT SURVEY CONTROL
 AE6294  ___________________________________________________________________
 AE6294* NAD 83(1986)-  27 35 42.     (N)    080 45 25.     (W)     SCALED    
 AE6294* NAVD 88     -         8.397  (meters)      27.55   (feet)  ADJUSTED  
 AE6294  ___________________________________________________________________
 AE6294  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AE6294  DYNAMIC HT  -           8.385 (meters)      27.51  (feet)  COMP
 AE6294  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AE6294
 AE6294  VERT ORDER  -  SECOND    CLASS I
 AE6294
 AE6294.The horizontal coordinates were scaled from a topographic map and have
 AE6294.an estimated accuracy of +/- 6 seconds.
 AE6294
 AE6294.The orthometric height was determined by differential leveling
 AE6294.and adjusted by the National Geodetic Survey in February 1998..
 AE6294
 AE6294.The geoid height was determined by GEOID03.
 AE6294
 AE6294.The dynamic height is computed by dividing the NAVD 88
 AE6294.geopotential number by the normal gravity value computed on the
 AE6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6294.degrees latitude (g = 980.6199 gals.).
 AE6294
 AE6294.The modeled gravity was interpolated from observed gravity values.
 AE6294
 AE6294;                    North         East    Units  Estimated Accuracy
 AE6294;SPC FL E     -   361,360.      224,000.      MT  (+/- 180 meters Scaled)
 AE6294
 AE6294                          SUPERSEDED SURVEY CONTROL
 AE6294
 AE6294.No superseded survey control is available for this station.
 AE6294
 AE6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL239523(NAD 83)
 AE6294_MARKER: DD = SURVEY DISK
 AE6294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6294_STAMPING: RM 1 1208-20
 AE6294_MARK LOGO: SJRWMD
 AE6294_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6294+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6294
 AE6294  HISTORY     - Date     Condition        Report By
 AE6294  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6294  HISTORY     - 19950630 GOOD             FLDEP
 AE6294
 AE6294                          STATION DESCRIPTION
 AE6294
 AE6294'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6294'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6294'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6294'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6294'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6294'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6294'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6294'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6294'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6294'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6294'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6294'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6294'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6294'THE DIRT ROAD FOR 1.1 MI (1.8 KM) TO A CREEK ACROSS THE ROAD BETWEEN
 AE6294'HOG ISLAND AND SICK ISLAND AND THE MARK ON THE RIGHT A SJRWMD ALUMINUN
 AE6294'DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE FILLED WITH
 AE6294'CONCRETE 0.8 ABOVE THE LEVEL OF THE GROUND AND 0.8 FT (24.4 CM) ABOVE
 AE6294'THE LEVEL OF THE DIRT ROAD. LOCATED 51.2 FT (15.6 M) SOUTHWEST OF BM
 AE6294'1208-20 RM 1, 45.0 FT (13.7 M) NORTHWEST OF BM 1208-20, 23.1 FT (7.0
 AE6294'M) WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 2.7 FT (0.8 M) EAST
 AE6294'OF A BARBWIRE FENCE AND 1.1 FT (0.3 M) EAST OF A SJRWMD WITNESS POST.
 AE6294'NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE,
 AE6294'FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6294'PALATKA, FL.  PHONE (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6293 ***********************************************************************
 AE6293  DESIGNATION -  1208 20 RM 2
 AE6293  PID         -  AE6293
 AE6293  STATE/COUNTY-  FL/INDIAN RIVER
 AE6293  USGS QUAD   -  FORT DRUM (1972)
 AE6293
 AE6293                         *CURRENT SURVEY CONTROL
 AE6293  ___________________________________________________________________
 AE6293* NAD 83(1986)-  27 35 42.     (N)    080 45 25.     (W)     SCALED    
 AE6293* NAVD 88     -         8.392  (meters)      27.53   (feet)  ADJUSTED  
 AE6293  ___________________________________________________________________
 AE6293  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AE6293  DYNAMIC HT  -           8.380 (meters)      27.49  (feet)  COMP
 AE6293  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AE6293
 AE6293  VERT ORDER  -  SECOND    CLASS I
 AE6293
 AE6293.The horizontal coordinates were scaled from a topographic map and have
 AE6293.an estimated accuracy of +/- 6 seconds.
 AE6293
 AE6293.The orthometric height was determined by differential leveling
 AE6293.and adjusted by the National Geodetic Survey in February 1998..
 AE6293
 AE6293.The geoid height was determined by GEOID03.
 AE6293
 AE6293.The dynamic height is computed by dividing the NAVD 88
 AE6293.geopotential number by the normal gravity value computed on the
 AE6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6293.degrees latitude (g = 980.6199 gals.).
 AE6293
 AE6293.The modeled gravity was interpolated from observed gravity values.
 AE6293
 AE6293;                    North         East    Units  Estimated Accuracy
 AE6293;SPC FL E     -   361,360.      224,000.      MT  (+/- 180 meters Scaled)
 AE6293
 AE6293                          SUPERSEDED SURVEY CONTROL
 AE6293
 AE6293.No superseded survey control is available for this station.
 AE6293
 AE6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL239523(NAD 83)
 AE6293_MARKER: DD = SURVEY DISK
 AE6293_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6293_STAMPING: RM 2 1208-20
 AE6293_MARK LOGO: SJRWMD
 AE6293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6293+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6293
 AE6293  HISTORY     - Date     Condition        Report By
 AE6293  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6293  HISTORY     - 19950630 GOOD             FLDEP
 AE6293
 AE6293                          STATION DESCRIPTION
 AE6293
 AE6293'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6293'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6293'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6293'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6293'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6293'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6293'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6293'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6293'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6293'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6293'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6293'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6293'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6293'THE DIRT ROAD FOR 1.1 MI (1.8 KM) TO A CREEK ACROSS THE ROAD BETWEEN
 AE6293'HOG ISLAND AND SICK ISLAND AND THE MARK ON THE LEFT A SJRWMD ALUMINUN
 AE6293'DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE FILLED WITH
 AE6293'CONCRETE 0.8 FT (24.4 CM) ABOVE THE LEVEL OF THE GROUND AND 0.8 FT
 AE6293'(24.4 CM) ABOVE THE LEVEL OF THE DIRT ROAD. LOCATED 67.0 FT (20.4 M)
 AE6293'NORTH OF BM 1208-20, 51.2 FT (15.6 M) NORTHEAST OF BM 1208-20 RM 1,
 AE6293'11.5 FT (3.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 4.2 FT
 AE6293'(1.3 M) WEST OF A BARBWIRE FENCE AND 0.8 FT (24.4 CM) WEST OF A SJRWMD
 AE6293'WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P
 AE6293'RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER
 AE6293'MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0008 ***********************************************************************
 AQ0008  DESIGNATION -  12.09
 AQ0008  PID         -  AQ0008
 AQ0008  STATE/COUNTY-  FL/CLAY
 AQ0008  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 AQ0008
 AQ0008                         *CURRENT SURVEY CONTROL
 AQ0008  ___________________________________________________________________
 AQ0008* NAD 83(1986)-  29 58 47.     (N)    081 39 23.     (W)     SCALED    
 AQ0008* NAVD 88     -         3.359  (meters)      11.02   (feet)  ADJUSTED  
 AQ0008  ___________________________________________________________________
 AQ0008  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AQ0008  DYNAMIC HT  -           3.355 (meters)      11.01  (feet)  COMP
 AQ0008  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 AQ0008
 AQ0008  VERT ORDER  -  FIRST     CLASS II
 AQ0008
 AQ0008.The horizontal coordinates were scaled from a topographic map and have
 AQ0008.an estimated accuracy of +/- 6 seconds.
 AQ0008
 AQ0008.The orthometric height was determined by differential leveling
 AQ0008.and adjusted by the National Geodetic Survey in June 1991..
 AQ0008
 AQ0008.The geoid height was determined by GEOID03.
 AQ0008
 AQ0008.The dynamic height is computed by dividing the NAVD 88
 AQ0008.geopotential number by the normal gravity value computed on the
 AQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0008.degrees latitude (g = 980.6199 gals.).
 AQ0008
 AQ0008.The modeled gravity was interpolated from observed gravity values.
 AQ0008
 AQ0008;                    North         East    Units  Estimated Accuracy
 AQ0008;SPC FL E     -   625,800.      136,660.      MT  (+/- 180 meters Scaled)
 AQ0008
 AQ0008                          SUPERSEDED SURVEY CONTROL
 AQ0008
 AQ0008  NGVD 29 (??/??/92)    3.669  (m)           12.04   (f) ADJ UNCH    1 2
 AQ0008
 AQ0008.Superseded values are not recommended for survey control.
 AQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0008.See file dsdata.txt to determine how the superseded data were derived.
 AQ0008
 AQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP366167(NAD 83)
 AQ0008_MARKER: Z = SEE DESCRIPTION
 AQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0008_STAMPING: EL 12.09
 AQ0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0008+STABILITY: SURFACE MOTION
 AQ0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0008+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1992
 AQ0008
 AQ0008  HISTORY     - Date     Condition        Report By
 AQ0008  HISTORY     - UNK      MONUMENTED       DOD
 AQ0008  HISTORY     - 1945     GOOD             NGS
 AQ0008  HISTORY     - 19921006 POOR             NGS
 AQ0008
 AQ0008                          STATION DESCRIPTION
 AQ0008
 AQ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AQ0008'AT LEE ALF.
 AQ0008'AT LEE ALF, CLAY COUNTY, 82 FEET NORTH OF THE CENTER LINE OF
 AQ0008'LENDERMAN STREET, 70 FEET WEST OF THE CENTER LINE OF FOWLER STREET,
 AQ0008'6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SHIPS SERVICE
 AQ0008'STATION, AND UNDER THE GREASE SHED ROOF.  THE TOP OF A 3/4-INCH
 AQ0008'IRON PIPE, PROJECTING ABOUT 1 INCH ABOVE THE TOP OF A CONCRETE
 AQ0008'POST, AND ABOUT 2 INCHES ABOVE GROUND.
 AQ0008
 AQ0008                          STATION RECOVERY (1992)
 AQ0008
 AQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AQ0008'THE MARK IS ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF GREEN COVE SPRINGS, IN
 AQ0008'THE REYNOLDS INDUSTRIAL PARK, IN SECTION 38, TOWNSHIP 6 SOUTH, RANGE
 AQ0008'26 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17
 AQ0008'(ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) IN GREEN COVE
 AQ0008'SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16 FOR 0.6 MI (1.0
 AQ0008'KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT, TURN LEFT ON
 AQ0008'STATE ROAD 16 AND GO EAST FOR 1.20 MI (1.93 KM) TO THE INTERSECTION OF
 AQ0008'REYNOLDS BOULEVARD, TURN RIGHT ON REYNOLDS BOULEVARD AND GO SOUTH FOR
 AQ0008'0.15 MI (0.24 KM) TO THE INTERSECTION OF ROLAND AVENUE AND THE MARK ON
 AQ0008'THE RIGHT.  THE TOP OF A 3/4 INCH IRON PIPE PROJECTING 0.2 FT (6.1 CM)
 AQ0008'ABOVE THE LEVEL OF THE GROUND. LOCATED 82.0 FT (25.0 M) NORTH OF THE
 AQ0008'APPROXIMATE CENTERLINE OF ROLAND AVENUE AND 70.0 FT (21.3 M) WEST OF
 AQ0008'THE APPROXIMATE CENTERLINE OF REYNOLDS BOULEVARD. NOTE--THE SERVICE
 AQ0008'STATION HAS BEEN REMOVED.  TWO IRON PIPES WERE FOUND AT THESE
 AQ0008'MEASUREMENTS, BOTH WERE BADLY DAMAGED AND BENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0006 ***********************************************************************
 AG0006  DESIGNATION -  121 FLHD
 AG0006  PID         -  AG0006
 AG0006  STATE/COUNTY-  FL/PINELLAS
 AG0006  USGS QUAD   -  SEMINOLE (1995)
 AG0006
 AG0006                         *CURRENT SURVEY CONTROL
 AG0006  ___________________________________________________________________
 AG0006* NAD 83(1986)-  27 49 25.     (N)    082 49 41.     (W)     SCALED    
 AG0006* NAVD 88     -         1.181  (meters)       3.87   (feet)  ADJUSTED  
 AG0006  ___________________________________________________________________
 AG0006  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AG0006  DYNAMIC HT  -           1.179 (meters)       3.87  (feet)  COMP
 AG0006  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AG0006
 AG0006  VERT ORDER  -  SECOND    CLASS II
 AG0006
 AG0006.The horizontal coordinates were scaled from a topographic map and have
 AG0006.an estimated accuracy of +/- 6 seconds.
 AG0006
 AG0006.The orthometric height was determined by differential leveling
 AG0006.and adjusted by the National Geodetic Survey in June 1991..
 AG0006
 AG0006.The geoid height was determined by GEOID03.
 AG0006
 AG0006.The dynamic height is computed by dividing the NAVD 88
 AG0006.geopotential number by the normal gravity value computed on the
 AG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0006.degrees latitude (g = 980.6199 gals.).
 AG0006
 AG0006.The modeled gravity was interpolated from observed gravity values.
 AG0006
 AG0006;                    North         East    Units  Estimated Accuracy
 AG0006;SPC FL W     -   386,940.      118,420.      MT  (+/- 180 meters Scaled)
 AG0006
 AG0006                          SUPERSEDED SURVEY CONTROL
 AG0006
 AG0006  NGVD 29 (??/??/92)    1.448  (m)            4.75   (f) ADJ UNCH    2 2
 AG0006
 AG0006.Superseded values are not recommended for survey control.
 AG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0006.See file dsdata.txt to determine how the superseded data were derived.
 AG0006
 AG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL199790(NAD 83)
 AG0006_MARKER: DD = SURVEY DISK
 AG0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0006_SP_SET: CONCRETE INLET
 AG0006_STAMPING: 121 SRD
 AG0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0006
 AG0006  HISTORY     - Date     Condition        Report By
 AG0006  HISTORY     - UNK      MONUMENTED       FLHD
 AG0006  HISTORY     - 1975     GOOD             FLDT
 AG0006
 AG0006                          STATION DESCRIPTION
 AG0006
 AG0006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0006'AT REDINGTON SHORES.
 AG0006'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0006'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0006'FOR 4.6 MILES TO THE JUNCTION OF 174TH AVE. E.  STATION ON
 AG0006'LEFT, IN SE CORNER OF INTERSECTION, 42 FT. E. OF CENTERLINE OF GULF
 AG0006'BLVD., 48.5 FT. S. OF THE CENTERLINE OF 174TH AVE. E.  SET IN
 AG0006'TOP OF CONCRETE INLET.  SECTION 32, T 30S, R 15E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7774 ***********************************************************************
 AG7774  DESIGNATION -  12.10
 AG7774  PID         -  AG7774
 AG7774  STATE/COUNTY-  FL/CHARLOTTE
 AG7774  USGS QUAD   -  EL JOBEAN (1987)
 AG7774
 AG7774                         *CURRENT SURVEY CONTROL
 AG7774  ___________________________________________________________________
 AG7774* NAD 83(1986)-  26 54 58.     (N)    082 13 35.     (W)     SCALED    
 AG7774* NAVD 88     -         3.325  (meters)      10.91   (feet)  ADJUSTED  
 AG7774  ___________________________________________________________________
 AG7774  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG7774  DYNAMIC HT  -           3.320 (meters)      10.89  (feet)  COMP
 AG7774  MODELED GRAV-     979,119.6   (mgal)                       NAVD 88
 AG7774
 AG7774  VERT ORDER  -  SECOND    CLASS I
 AG7774
 AG7774.The horizontal coordinates were scaled from a topographic map and have
 AG7774.an estimated accuracy of +/- 6 seconds.
 AG7774
 AG7774.The orthometric height was determined by differential leveling
 AG7774.and adjusted by the National Geodetic Survey in June 1991..
 AG7774
 AG7774.The geoid height was determined by GEOID03.
 AG7774
 AG7774.The dynamic height is computed by dividing the NAVD 88
 AG7774.geopotential number by the normal gravity value computed on the
 AG7774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7774.degrees latitude (g = 980.6199 gals.).
 AG7774
 AG7774.The modeled gravity was interpolated from observed gravity values.
 AG7774
 AG7774;                    North         East    Units  Estimated Accuracy
 AG7774;SPC FL W     -   286,130.      177,510.      MT  (+/- 180 meters Scaled)
 AG7774
 AG7774                          SUPERSEDED SURVEY CONTROL
 AG7774
 AG7774.No superseded survey control is available for this station.
 AG7774
 AG7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK782777(NAD 83)
 AG7774_MARKER: DD = SURVEY DISK
 AG7774_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7774_SP_SET: CONCRETE BRIDGE RAIL
 AG7774_STAMPING: 12.10
 AG7774_MARK LOGO: FLDT  
 AG7774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7774
 AG7774  HISTORY     - Date     Condition        Report By
 AG7774  HISTORY     - UNK      MONUMENTED       FLDT
 AG7774  HISTORY     - 1983     GOOD             FLDNR
 AG7774  HISTORY     - 1990     GOOD             USPSQD
 AG7774  HISTORY     - 20050424 GOOD             GEOCAC
 AG7774
 AG7774                          STATION DESCRIPTION
 AG7774
 AG7774'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7774'3.4 MI SW FROM EL JOBEAN.
 AG7774'BEGIN AT THE SOUTH END OF THE STATE ROAD 776 BRIDGE OVER THE MYAKKA
 AG7774'RIVER, GO 1.8 MILES SOUTHWEST ON STATE ROAD 776 TO THE JUNCTION OF
 AG7774'COUNTY ROAD 771, GO 1.3 MILES SOUTHWEST ON COUNTY ROAD 771 TO THE
 AG7774'BRIDGE OVER THE BUTTERFORD WATERWAY AND THE MARK.  THE MARK IS SET IN
 AG7774'THE TOP OF THE BRIDGE RAIL AT THE NORTHEAST CORNER OF THE BRIDGE, 16
 AG7774'FEET EAST OF THE CENTERLINE OF THE ROAD.
 AG7774'THE MARK IS 3 FT ABOVE CENTERLINE OF ROAD.
 AG7774
 AG7774                          STATION RECOVERY (1990)
 AG7774
 AG7774'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7774'RECOVERED IN GOOD CONDITION.
 AG7774
 AG7774                          STATION RECOVERY (2005)
 AG7774
 AG7774'RECOVERY NOTE BY GEOCACHING 2005 (DKJ)
 AG7774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7509 ***********************************************************************
 AJ7509  DESIGNATION -  1210 20
 AJ7509  PID         -  AJ7509
 AJ7509  STATE/COUNTY-  FL/BREVARD
 AJ7509  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7509
 AJ7509                         *CURRENT SURVEY CONTROL
 AJ7509  ___________________________________________________________________
 AJ7509* NAD 83(1986)-  27 52 47.     (N)    080 44 45.     (W)     SCALED    
 AJ7509* NAVD 88     -         4.961  (meters)      16.28   (feet)  ADJUSTED  
 AJ7509  ___________________________________________________________________
 AJ7509  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ7509  DYNAMIC HT  -           4.953 (meters)      16.25  (feet)  COMP
 AJ7509  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 AJ7509
 AJ7509  VERT ORDER  -  SECOND    CLASS I
 AJ7509
 AJ7509.The horizontal coordinates were scaled from a topographic map and have
 AJ7509.an estimated accuracy of +/- 6 seconds.
 AJ7509
 AJ7509.The orthometric height was determined by differential leveling
 AJ7509.and adjusted by the National Geodetic Survey in March 2002..
 AJ7509
 AJ7509.The geoid height was determined by GEOID03.
 AJ7509
 AJ7509.The dynamic height is computed by dividing the NAVD 88
 AJ7509.geopotential number by the normal gravity value computed on the
 AJ7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7509.degrees latitude (g = 980.6199 gals.).
 AJ7509
 AJ7509.The modeled gravity was interpolated from observed gravity values.
 AJ7509
 AJ7509;                    North         East    Units  Estimated Accuracy
 AJ7509;SPC FL E     -   392,910.      225,030.      MT  (+/- 180 meters Scaled)
 AJ7509
 AJ7509                          SUPERSEDED SURVEY CONTROL
 AJ7509
 AJ7509.No superseded survey control is available for this station.
 AJ7509
 AJ7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250839(NAD 83)
 AJ7509_MARKER: DD = SURVEY DISK
 AJ7509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7509_STAMPING: BM 1210-20
 AJ7509_MARK LOGO: SJRWMD
 AJ7509_PROJECTION: FLUSH
 AJ7509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7509+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7509_ROD/PIPE-DEPTH: 22.9 meters
 AJ7509
 AJ7509  HISTORY     - Date     Condition        Report By
 AJ7509  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7509  HISTORY     - 19970808 GOOD             FLDEP
 AJ7509
 AJ7509                          STATION DESCRIPTION
 AJ7509
 AJ7509'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7509'THE MARK IS ABOUT 14.2 MI (22.9 KM) SOUTHWEST OF MELBOURNE, 11.7 MI
 AJ7509'(18.8 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 17, TOWNSHIP 30
 AJ7509'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7509'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7509'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7509'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7509'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7509'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7509'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7509'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7509'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7509'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7509'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE S 96 ON THE LEFT, CONTINUE
 AJ7509'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7509'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7509'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7509'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7509'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7509'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7509'AND GO NORTH ON LEVEE ROAD NUMBER L 74 N FOR 2.85 MI (4.59 KM) TO A
 AJ7509'T-JUNCTION, TURN LEFT ON LEVEE ROAD L 74 N AND GO WEST FOR 0.2 MI (0.3
 AJ7509'KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7509'GO NORTHERLY FOR 0.95 MI (1.53 KM) TO THE MARK ON THE RIGHT, A 1-INCH
 AJ7509'COPPER ROD DRIVEN INTO THE GROUND 75.0 FT (22.9 M) SURROUNDED BY AN
 AJ7509'8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7509'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7509'20.0 FT (6.1 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7509'57.0 FT (17.4 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7509'NUMBER L 74 N AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7509'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7509'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7508 ***********************************************************************
 AJ7508  DESIGNATION -  1210 20 RM 1
 AJ7508  PID         -  AJ7508
 AJ7508  STATE/COUNTY-  FL/BREVARD
 AJ7508  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7508
 AJ7508                         *CURRENT SURVEY CONTROL
 AJ7508  ___________________________________________________________________
 AJ7508* NAD 83(1986)-  27 52 42.     (N)    080 44 46.     (W)     SCALED    
 AJ7508* NAVD 88     -         5.023  (meters)      16.48   (feet)  ADJUSTED  
 AJ7508  ___________________________________________________________________
 AJ7508  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ7508  DYNAMIC HT  -           5.015 (meters)      16.45  (feet)  COMP
 AJ7508  MODELED GRAV-     979,160.4   (mgal)                       NAVD 88
 AJ7508
 AJ7508  VERT ORDER  -  SECOND    CLASS I
 AJ7508
 AJ7508.The horizontal coordinates were scaled from a topographic map and have
 AJ7508.an estimated accuracy of +/- 6 seconds.
 AJ7508
 AJ7508.The orthometric height was determined by differential leveling
 AJ7508.and adjusted by the National Geodetic Survey in March 2002..
 AJ7508
 AJ7508.The geoid height was determined by GEOID03.
 AJ7508
 AJ7508.The dynamic height is computed by dividing the NAVD 88
 AJ7508.geopotential number by the normal gravity value computed on the
 AJ7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7508.degrees latitude (g = 980.6199 gals.).
 AJ7508
 AJ7508.The modeled gravity was interpolated from observed gravity values.
 AJ7508
 AJ7508;                    North         East    Units  Estimated Accuracy
 AJ7508;SPC FL E     -   392,750.      225,000.      MT  (+/- 180 meters Scaled)
 AJ7508
 AJ7508                          SUPERSEDED SURVEY CONTROL
 AJ7508
 AJ7508.No superseded survey control is available for this station.
 AJ7508
 AJ7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL249837(NAD 83)
 AJ7508_MARKER: DD = SURVEY DISK
 AJ7508_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7508_STAMPING: 1210-20 RM-1 FB94-159 PG.30
 AJ7508_MARK LOGO: SJRWMD
 AJ7508_PROJECTION: FLUSH
 AJ7508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7508+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7508_ROD/PIPE-DEPTH:  6.1 meters
 AJ7508
 AJ7508  HISTORY     - Date     Condition        Report By
 AJ7508  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7508  HISTORY     - 19970808 GOOD             FLDEP
 AJ7508
 AJ7508                          STATION DESCRIPTION
 AJ7508
 AJ7508'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7508'THE MARK IS ABOUT 14.3 MI (23.0 KM) SOUTHWEST OF MELBOURNE, 11.6 MI
 AJ7508'(18.7 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 17, TOWNSHIP 30
 AJ7508'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7508'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7508'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7508'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7508'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7508'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7508'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7508'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7508'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7508'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7508'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7508'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7508'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7508'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7508'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7508'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7508'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7508'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7508'T-JUNCTION, TURN LEFT ON LEVEE ROAD L 74 N AND GO WEST FOR 0.2 MI (0.3
 AJ7508'KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7508'GO NORTHERLY FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, A 1-INCH
 AJ7508'GALVANIZED PIPE DRIVEN INTO THE GROUND 20.0 FT (6.1 M) SURROUNDED BY
 AJ7508'AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7508'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7508'15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7508'56.0 FT (17.1 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7508'NUMBER L 74 N AND 1.1 FT (0.3 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7508'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7508'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7511 ***********************************************************************
 AJ7511  DESIGNATION -  1211 20
 AJ7511  PID         -  AJ7511
 AJ7511  STATE/COUNTY-  FL/BREVARD
 AJ7511  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7511
 AJ7511                         *CURRENT SURVEY CONTROL
 AJ7511  ___________________________________________________________________
 AJ7511* NAD 83(1986)-  27 53 40.     (N)    080 44 43.     (W)     SCALED    
 AJ7511* NAVD 88     -         4.785  (meters)      15.70   (feet)  ADJUSTED  
 AJ7511  ___________________________________________________________________
 AJ7511  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AJ7511  DYNAMIC HT  -           4.778 (meters)      15.68  (feet)  COMP
 AJ7511  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 AJ7511
 AJ7511  VERT ORDER  -  SECOND    CLASS I
 AJ7511
 AJ7511.The horizontal coordinates were scaled from a topographic map and have
 AJ7511.an estimated accuracy of +/- 6 seconds.
 AJ7511
 AJ7511.The orthometric height was determined by differential leveling
 AJ7511.and adjusted by the National Geodetic Survey in March 2002..
 AJ7511
 AJ7511.The geoid height was determined by GEOID03.
 AJ7511
 AJ7511.The dynamic height is computed by dividing the NAVD 88
 AJ7511.geopotential number by the normal gravity value computed on the
 AJ7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7511.degrees latitude (g = 980.6199 gals.).
 AJ7511
 AJ7511.The modeled gravity was interpolated from observed gravity values.
 AJ7511
 AJ7511;                    North         East    Units  Estimated Accuracy
 AJ7511;SPC FL E     -   394,540.      225,080.      MT  (+/- 180 meters Scaled)
 AJ7511
 AJ7511                          SUPERSEDED SURVEY CONTROL
 AJ7511
 AJ7511.No superseded survey control is available for this station.
 AJ7511
 AJ7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250855(NAD 83)
 AJ7511_MARKER: DD = SURVEY DISK
 AJ7511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7511_STAMPING: BM 1211-20
 AJ7511_MARK LOGO: SJRWMD
 AJ7511_PROJECTION: FLUSH
 AJ7511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7511+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7511_ROD/PIPE-DEPTH: 15.2 meters
 AJ7511
 AJ7511  HISTORY     - Date     Condition        Report By
 AJ7511  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7511  HISTORY     - 19970808 GOOD             FLDEP
 AJ7511
 AJ7511                          STATION DESCRIPTION
 AJ7511
 AJ7511'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7511'THE MARK IS ABOUT 13.6 MI (21.9 KM) SOUTHWEST OF MELBOURNE, 12.3 MI
 AJ7511'(19.8 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 8, TOWNSHIP 30
 AJ7511'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7511'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7511'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7511'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7511'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT
 AJ7511'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7511'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7511'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7511'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7511'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7511'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7511'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7511'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7511'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7511'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7511'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER 74 EAST FOR 0.15 MI (0.24
 AJ7511'KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT ON
 AJ7511'LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7511'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7511'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7511'74 N AND GO NORTHERLY FOR 1.85 MI (2.98 KM) TO THE MARK ON THE RIGHT,
 AJ7511'A 1-INCH COPPER ROD DRIVEN INTO THE GROUND 50.0 FT (15.2 M) SURROUNDED
 AJ7511'BY AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7511'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7511'15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7511'58.0 FT (17.7 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7511'NUMBER L 74 N AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7511'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7511'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7510 ***********************************************************************
 AJ7510  DESIGNATION -  1211 20 RM 1
 AJ7510  PID         -  AJ7510
 AJ7510  STATE/COUNTY-  FL/BREVARD
 AJ7510  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7510
 AJ7510                         *CURRENT SURVEY CONTROL
 AJ7510  ___________________________________________________________________
 AJ7510* NAD 83(1986)-  27 53 35.     (N)    080 44 44.     (W)     SCALED    
 AJ7510* NAVD 88     -         4.566  (meters)      14.98   (feet)  ADJUSTED  
 AJ7510  ___________________________________________________________________
 AJ7510  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AJ7510  DYNAMIC HT  -           4.559 (meters)      14.96  (feet)  COMP
 AJ7510  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AJ7510
 AJ7510  VERT ORDER  -  SECOND    CLASS I
 AJ7510
 AJ7510.The horizontal coordinates were scaled from a topographic map and have
 AJ7510.an estimated accuracy of +/- 6 seconds.
 AJ7510
 AJ7510.The orthometric height was determined by differential leveling
 AJ7510.and adjusted by the National Geodetic Survey in March 2002..
 AJ7510
 AJ7510.The geoid height was determined by GEOID03.
 AJ7510
 AJ7510.The dynamic height is computed by dividing the NAVD 88
 AJ7510.geopotential number by the normal gravity value computed on the
 AJ7510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7510.degrees latitude (g = 980.6199 gals.).
 AJ7510
 AJ7510.The modeled gravity was interpolated from observed gravity values.
 AJ7510
 AJ7510;                    North         East    Units  Estimated Accuracy
 AJ7510;SPC FL E     -   394,380.      225,050.      MT  (+/- 180 meters Scaled)
 AJ7510
 AJ7510                          SUPERSEDED SURVEY CONTROL
 AJ7510
 AJ7510.No superseded survey control is available for this station.
 AJ7510
 AJ7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250853(NAD 83)
 AJ7510_MARKER: DD = SURVEY DISK
 AJ7510_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7510_STAMPING: 1211-20 RM-1
 AJ7510_MARK LOGO: SJRWMD
 AJ7510_PROJECTION: FLUSH
 AJ7510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7510+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7510_ROD/PIPE-DEPTH:  4.6 meters
 AJ7510
 AJ7510  HISTORY     - Date     Condition        Report By
 AJ7510  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7510  HISTORY     - 19970808 GOOD             FLDEP
 AJ7510
 AJ7510                          STATION DESCRIPTION
 AJ7510
 AJ7510'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7510'THE MARK IS ABOUT 13.7 MI (22.0 KM) SOUTHWEST OF MELBOURNE, 12.2 MI
 AJ7510'(19.6 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 8, TOWNSHIP 30
 AJ7510'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7510'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7510'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7510'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7510'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7510'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7510'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7510'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7510'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7510'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7510'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7510'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7510'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7510'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7510'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7510'RIGHT AND CONTINUE WEST ON LEVEE ROAD L 74 EAST FOR 0.15 MI (0.24 KM)
 AJ7510'TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT ON LEVEE
 AJ7510'ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A T-JUNCTION,
 AJ7510'TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2 MI (0.3 KM)
 AJ7510'TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND GO
 AJ7510'NORTHERLY FOR 1.75 MI (2.82 KM) TO THE MARK ON THE RIGHT, A 1-INCH
 AJ7510'GALVANIZED PIPE DRIVEN INTO THE GROUND 15.0 FT (4.6 M) SURROUNDED BY
 AJ7510'AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7510'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7510'20.0 FT (6.1 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7510'62.0 FT (18.9 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7510'NUMBER L 74 N AND 1.1 FT (0.3 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7510'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7510'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6305 ***********************************************************************
 AK6305  DESIGNATION -  1.21.10 1965
 AK6305  PID         -  AK6305
 AK6305  STATE/COUNTY-  FL/BREVARD
 AK6305  USGS QUAD   -  ORSINO (1976)
 AK6305
 AK6305                         *CURRENT SURVEY CONTROL
 AK6305  ___________________________________________________________________
 AK6305* NAD 83(1990)-  28 32 31.31354(N)    080 38 37.77463(W)     ADJUSTED  
 AK6305* NAVD 88     -         8.22   (+/-2cm)      27.0    (feet)  VERTCON   
 AK6305  ___________________________________________________________________
 AK6305  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK6305  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK6305
 AK6305  HORZ ORDER  -  SECOND
 AK6305  VERT ORDER  -  THIRD ? (See Below)
 AK6305
 AK6305.The horizontal coordinates were established by classical geodetic methods
 AK6305.and adjusted by the National Geodetic Survey in May 1991..
 AK6305
 AK6305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6305.The vertical order pertains to the NGVD 29 superseded value.
 AK6305
 AK6305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6305
 AK6305.The geoid height was determined by GEOID03.
 AK6305
 AK6305;                    North         East     Units Scale Factor Converg.
 AK6305;SPC FL E     -   466,327.233   234,855.118   MT  0.99995616   +0 10 12.7
 AK6305;SPC FL E     - 1,529,941.93    770,520.50   sFT  0.99995616   +0 10 12.7
 AK6305;UTM  17      - 3,157,300.105   534,843.225   MT  0.99961498   +0 10 12.7
 AK6305
 AK6305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6305!SPC FL E     -   1.00000313  x   0.99995616  =   0.99995929
 AK6305!UTM  17      -   1.00000313  x   0.99961498  =   0.99961811
 AK6305
 AK6305                          SUPERSEDED SURVEY CONTROL
 AK6305
 AK6305  NAD 83(1986)-  28 32 31.31984(N)    080 38 37.78753(W) AD(       ) 2
 AK6305  NAD 27      -  28 32 30.32734(N)    080 38 38.60416(W) AD(       ) 2
 AK6305  NGVD 29 (07/19/86)    8.61   (m)           28.2    (f) LEVELING    3  
 AK6305
 AK6305.Superseded values are not recommended for survey control.
 AK6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6305.See file dsdata.txt to determine how the superseded data were derived.
 AK6305
 AK6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3484357300(NAD 83)
 AK6305_MARKER: DD = SURVEY DISK
 AK6305_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK6305+WITH SETTING: PAVEMENT
 AK6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6305+STABILITY: SURFACE MOTION
 AK6305
 AK6305  HISTORY     - Date     Condition        Report By
 AK6305  HISTORY     - 1965     MONUMENTED       CGS
 AK6305
 AK6305                          STATION DESCRIPTION
 AK6305
 AK6305'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6305'LOCATED ON THE MERRITT ISLAND LAUNCH AREA, ON THE ROOF AND NORTH
 AK6305'SIDE OF THE CIF ANTENNA BUILDING NO L 7 1557.  A SMOOTH BRASS
 AK6305'DISK, CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A
 AK6305'6 X 6 FOOT CONCRETE ANTENNA PAD THAT PROJECTS ABOUT 5 INCHES ABOVE
 AK6305'THE ROOF SURFACE.  A PUNCH HOLE WITHIN A TRIANGLE MARKS THE
 AK6305'STATION AND THE DISK IS STAMPED 1-21-10.
 AK6305'
 AK6305'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PETTEY
 AK6305'AND THE DISTANCE IS SHOWN ABOVE.
 AK6305'
 AK6305'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C
 AK6305'AVE. S.E., GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA
 AK6305'BUILDING NO L 7 1557 AND THE STATION AS DESCRIBED.
 AK6305'
 AK6305'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6304 ***********************************************************************
 AK6304  DESIGNATION -  1.21.11 1965
 AK6304  PID         -  AK6304
 AK6304  STATE/COUNTY-  FL/BREVARD
 AK6304  USGS QUAD   -  ORSINO (1976)
 AK6304
 AK6304                         *CURRENT SURVEY CONTROL
 AK6304  ___________________________________________________________________
 AK6304* NAD 83(1990)-  28 32 31.06631(N)    080 38 37.55397(W)     ADJUSTED  
 AK6304* NAVD 88     -         8.44   (+/-2cm)      27.7    (feet)  VERTCON   
 AK6304  ___________________________________________________________________
 AK6304  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK6304  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK6304
 AK6304  HORZ ORDER  -  SECOND
 AK6304  VERT ORDER  -  THIRD ? (See Below)
 AK6304
 AK6304.The horizontal coordinates were established by classical geodetic methods
 AK6304.and adjusted by the National Geodetic Survey in May 1991..
 AK6304
 AK6304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6304.The vertical order pertains to the NGVD 29 superseded value.
 AK6304
 AK6304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6304
 AK6304.The geoid height was determined by GEOID03.
 AK6304
 AK6304;                    North         East     Units Scale Factor Converg.
 AK6304;SPC FL E     -   466,319.640   234,861.138   MT  0.99995617   +0 10 12.8
 AK6304;SPC FL E     - 1,529,917.02    770,540.25   sFT  0.99995617   +0 10 12.8
 AK6304;UTM  17      - 3,157,292.515   534,849.244   MT  0.99961499   +0 10 12.8
 AK6304
 AK6304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6304!SPC FL E     -   1.00000310  x   0.99995617  =   0.99995927
 AK6304!UTM  17      -   1.00000310  x   0.99961499  =   0.99961809
 AK6304
 AK6304                          SUPERSEDED SURVEY CONTROL
 AK6304
 AK6304  NAD 83(1986)-  28 32 31.07262(N)    080 38 37.56688(W) AD(       ) 2
 AK6304  NAD 27      -  28 32 30.08011(N)    080 38 38.38350(W) AD(       ) 2
 AK6304  NGVD 29 (07/19/86)    8.83   (m)           29.0    (f) LEVELING    3  
 AK6304
 AK6304.Superseded values are not recommended for survey control.
 AK6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6304.See file dsdata.txt to determine how the superseded data were derived.
 AK6304
 AK6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3484957293(NAD 83)
 AK6304_MARKER: B = BOLT
 AK6304_SETTING: 0 = UNSPECIFIED SETTING
 AK6304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6304
 AK6304  HISTORY     - Date     Condition        Report By
 AK6304  HISTORY     - 1965     MONUMENTED       CGS
 AK6304
 AK6304                          STATION DESCRIPTION
 AK6304
 AK6304'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6304'LOCATED ON THE MERRITT ISLAND LAUNCH AREA, ON THE ROOF AND NORTH
 AK6304'SIDE OF THE CIF ANTENNA BUILDING NO L 7 1557.  ONE BOLT OF 25
 AK6304'BOLTS (1/2 INCH) IN THE CENTER OF A CONCRETE ANTENNA PAD, HAS A
 AK6304'PUNCH HOLE THAT MARKS THE STATION.  THE PAD PROJECTS ABOUT 10
 AK6304'INCHES ABOVE THE ROOF SURFACE.
 AK6304'
 AK6304'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PETTEY
 AK6304'AND THE DISTANCE IS 3.6306 METERS OR 11.91 FEET.
 AK6304'
 AK6304'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C
 AK6304'AVE. S.E., GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA
 AK6304'BUILDING AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7513 ***********************************************************************
 AJ7513  DESIGNATION -  1212 20
 AJ7513  PID         -  AJ7513
 AJ7513  STATE/COUNTY-  FL/BREVARD
 AJ7513  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7513
 AJ7513                         *CURRENT SURVEY CONTROL
 AJ7513  ___________________________________________________________________
 AJ7513* NAD 83(1986)-  27 54 28.     (N)    080 44 43.     (W)     SCALED    
 AJ7513* NAVD 88     -         5.370  (meters)      17.62   (feet)  ADJUSTED  
 AJ7513  ___________________________________________________________________
 AJ7513  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AJ7513  DYNAMIC HT  -           5.362 (meters)      17.59  (feet)  COMP
 AJ7513  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 AJ7513
 AJ7513  VERT ORDER  -  SECOND    CLASS I
 AJ7513
 AJ7513.The horizontal coordinates were scaled from a topographic map and have
 AJ7513.an estimated accuracy of +/- 6 seconds.
 AJ7513
 AJ7513.The orthometric height was determined by differential leveling
 AJ7513.and adjusted by the National Geodetic Survey in March 2002..
 AJ7513
 AJ7513.The geoid height was determined by GEOID03.
 AJ7513
 AJ7513.The dynamic height is computed by dividing the NAVD 88
 AJ7513.geopotential number by the normal gravity value computed on the
 AJ7513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7513.degrees latitude (g = 980.6199 gals.).
 AJ7513
 AJ7513.The modeled gravity was interpolated from observed gravity values.
 AJ7513
 AJ7513;                    North         East    Units  Estimated Accuracy
 AJ7513;SPC FL E     -   396,020.      225,080.      MT  (+/- 180 meters Scaled)
 AJ7513
 AJ7513                          SUPERSEDED SURVEY CONTROL
 AJ7513
 AJ7513.No superseded survey control is available for this station.
 AJ7513
 AJ7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250870(NAD 83)
 AJ7513_MARKER: DD = SURVEY DISK
 AJ7513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7513_STAMPING: BM 1212-20
 AJ7513_MARK LOGO: SJRWMD
 AJ7513_PROJECTION: FLUSH
 AJ7513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7513+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7513_ROD/PIPE-DEPTH: 18.3 meters
 AJ7513
 AJ7513  HISTORY     - Date     Condition        Report By
 AJ7513  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7513  HISTORY     - 19970808 GOOD             FLDEP
 AJ7513
 AJ7513                          STATION DESCRIPTION
 AJ7513
 AJ7513'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7513'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTHWEST OF FELLSMERE, 12.6 MI
 AJ7513'(20.3 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 5, TOWNSHIP 30
 AJ7513'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7513'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7513'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7513'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7513'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7513'CONTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7513'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7513'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7513'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7513'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7513'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7513'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7513'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7513'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7513'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7513'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7513'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7513'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7513'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7513'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7513'74 N AND GO NORTHERLY FOR 2.8 MI (4.5 KM) TO THE MARK ON THE RIGHT, A
 AJ7513'1-INCH COPPER ROD DRIVEN INTO THE GROUND 60.0 FT (18.3 M) SURROUNDED
 AJ7513'BY AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7513'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7513'15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7513'47.0 FT (14.3 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7513'NUMBER L 74 N AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7513'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7513'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7512 ***********************************************************************
 AJ7512  DESIGNATION -  1212 20 RM 1
 AJ7512  PID         -  AJ7512
 AJ7512  STATE/COUNTY-  FL/BREVARD
 AJ7512  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7512
 AJ7512                         *CURRENT SURVEY CONTROL
 AJ7512  ___________________________________________________________________
 AJ7512* NAD 83(1986)-  27 54 24.     (N)    080 44 41.     (W)     SCALED    
 AJ7512* NAVD 88     -         5.139  (meters)      16.86   (feet)  ADJUSTED  
 AJ7512  ___________________________________________________________________
 AJ7512  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AJ7512  DYNAMIC HT  -           5.132 (meters)      16.84  (feet)  COMP
 AJ7512  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 AJ7512
 AJ7512  VERT ORDER  -  SECOND    CLASS I
 AJ7512
 AJ7512.The horizontal coordinates were scaled from a topographic map and have
 AJ7512.an estimated accuracy of +/- 6 seconds.
 AJ7512
 AJ7512.The orthometric height was determined by differential leveling
 AJ7512.and adjusted by the National Geodetic Survey in March 2002..
 AJ7512
 AJ7512.The geoid height was determined by GEOID03.
 AJ7512
 AJ7512.The dynamic height is computed by dividing the NAVD 88
 AJ7512.geopotential number by the normal gravity value computed on the
 AJ7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7512.degrees latitude (g = 980.6199 gals.).
 AJ7512
 AJ7512.The modeled gravity was interpolated from observed gravity values.
 AJ7512
 AJ7512;                    North         East    Units  Estimated Accuracy
 AJ7512;SPC FL E     -   395,890.      225,130.      MT  (+/- 180 meters Scaled)
 AJ7512
 AJ7512                          SUPERSEDED SURVEY CONTROL
 AJ7512
 AJ7512.No superseded survey control is available for this station.
 AJ7512
 AJ7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL251868(NAD 83)
 AJ7512_MARKER: DD = SURVEY DISK
 AJ7512_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7512_STAMPING: 1212-20 RM-1
 AJ7512_MARK LOGO: SJRWMD
 AJ7512_PROJECTION: FLUSH
 AJ7512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7512+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7512_ROD/PIPE-DEPTH:  4.6 meters
 AJ7512
 AJ7512  HISTORY     - Date     Condition        Report By
 AJ7512  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7512  HISTORY     - 19970808 GOOD             FLDEP
 AJ7512
 AJ7512                          STATION DESCRIPTION
 AJ7512
 AJ7512'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7512'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTHWEST OF FELLSMERE, 12.7 MI
 AJ7512'(20.4 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 5, TOWNSHIP 30
 AJ7512'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7512'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7512'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7512'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7512'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT
 AJ7512'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7512'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7512'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7512'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7512'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7512'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7512'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7512'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7512'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7512'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7512'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7512'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7512'ON LEVEE ROAD NUMBER L 74 N AND GO NORTHERLY FOR 2.85 MI (4.59 KM) TO
 AJ7512'A T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR
 AJ7512'0.2 MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD
 AJ7512'NUMBER L 74 N AND GO NORTHERLY FOR 2.75 MI (4.43 KM) TO THE MARK ON
 AJ7512'THE RIGHT, A 1-INCH GALVANIZED PIPE DRIVEN INTO THE GROUND 15.0 FT
 AJ7512'(4.6 M) SURROUNDED BY AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED
 AJ7512'WITH CONCRETE AND A 2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH
 AJ7512'THE GROUND AND ABOUT 15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD
 AJ7512'NUMBER L 74 N. LOCATED 50.0 FT (15.2 M) EAST OF THE APPROXIMATE
 AJ7512'CENTERLINE OF LEVEE ROAD NUMBER L 74 N AND 1.4 FT (0.4 M) WEST OF A
 AJ7512'METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER
 AJ7512'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7682 ***********************************************************************
 AG7682  DESIGNATION -  12.12 M CO
 AG7682  PID         -  AG7682
 AG7682  STATE/COUNTY-  FL/MANATEE
 AG7682  USGS QUAD   -  PARRISH (1987)
 AG7682
 AG7682                         *CURRENT SURVEY CONTROL
 AG7682  ___________________________________________________________________
 AG7682* NAD 83(1986)-  27 31 52.     (N)    082 25 38.     (W)     SCALED    
 AG7682* NAVD 88     -         3.410  (meters)      11.19   (feet)  ADJUSTED  
 AG7682  ___________________________________________________________________
 AG7682  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG7682  DYNAMIC HT  -           3.404 (meters)      11.17  (feet)  COMP
 AG7682  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 AG7682
 AG7682  VERT ORDER  -  SECOND    CLASS I
 AG7682
 AG7682.The horizontal coordinates were scaled from a topographic map and have
 AG7682.an estimated accuracy of +/- 6 seconds.
 AG7682
 AG7682.The orthometric height was determined by differential leveling
 AG7682.and adjusted by the National Geodetic Survey in June 1991..
 AG7682
 AG7682.The geoid height was determined by GEOID03.
 AG7682
 AG7682.The dynamic height is computed by dividing the NAVD 88
 AG7682.geopotential number by the normal gravity value computed on the
 AG7682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7682.degrees latitude (g = 980.6199 gals.).
 AG7682
 AG7682.The modeled gravity was interpolated from observed gravity values.
 AG7682
 AG7682;                    North         East    Units  Estimated Accuracy
 AG7682;SPC FL W     -   354,330.      157,800.      MT  (+/- 180 meters Scaled)
 AG7682
 AG7682                          SUPERSEDED SURVEY CONTROL
 AG7682
 AG7682.No superseded survey control is available for this station.
 AG7682
 AG7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590460(NAD 83)
 AG7682_MARKER: DB = BENCH MARK DISK
 AG7682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7682_SP_SET: CONCRETE POST
 AG7682_STAMPING: ELEV. 12.12
 AG7682_MARK LOGO: FL-081
 AG7682_PROJECTION: FLUSH
 AG7682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7682+STABILITY: SURFACE MOTION
 AG7682
 AG7682  HISTORY     - Date     Condition        Report By
 AG7682  HISTORY     - UNK      MONUMENTED       FL-081
 AG7682  HISTORY     - 1983     GOOD             FLDNR
 AG7682
 AG7682                          STATION DESCRIPTION
 AG7682
 AG7682'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7682'3.9 MI SOUTH FROM PARRISH.
 AG7682'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7682'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7682'2.7 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 44
 AG7682'FEET WEST OF THE CENTERLINE OF FORT HAMER ROAD, 77.2 FEET NORTH OF
 AG7682'FENCE BRACE POSTS, 261.2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 AG7682'THE CENTER OF A FENCE GATE, AND ABOUT 525 FEET SOUTH OF A CROSSOVER
 AG7682'PIPE UNDER THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2593 ***********************************************************************
 AD2593  DESIGNATION -  12.120
 AD2593  PID         -  AD2593
 AD2593  STATE/COUNTY-  FL/BROWARD
 AD2593  USGS QUAD   -  POMPANO BEACH (1983)
 AD2593
 AD2593                         *CURRENT SURVEY CONTROL
 AD2593  ___________________________________________________________________
 AD2593* NAD 83(1986)-  26 13 53.     (N)    080 05 39.     (W)     SCALED    
 AD2593* NAVD 88     -         3.221  (meters)      10.57   (feet)  ADJUSTED  
 AD2593  ___________________________________________________________________
 AD2593  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AD2593  DYNAMIC HT  -           3.216 (meters)      10.55  (feet)  COMP
 AD2593  MODELED GRAV-     979,069.8   (mgal)                       NAVD 88
 AD2593
 AD2593  VERT ORDER  -  SECOND    CLASS 0
 AD2593
 AD2593.The horizontal coordinates were scaled from a topographic map and have
 AD2593.an estimated accuracy of +/- 6 seconds.
 AD2593
 AD2593.The orthometric height was determined by differential leveling
 AD2593.and adjusted by the National Geodetic Survey in June 1991..
 AD2593
 AD2593.The geoid height was determined by GEOID03.
 AD2593
 AD2593.The dynamic height is computed by dividing the NAVD 88
 AD2593.geopotential number by the normal gravity value computed on the
 AD2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2593.degrees latitude (g = 980.6199 gals.).
 AD2593
 AD2593.The modeled gravity was interpolated from observed gravity values.
 AD2593
 AD2593;                    North         East    Units  Estimated Accuracy
 AD2593;SPC FL E     -   210,570.      290,510.      MT  (+/- 180 meters Scaled)
 AD2593
 AD2593                          SUPERSEDED SURVEY CONTROL
 AD2593
 AD2593  NGVD 29 (??/??/92)    3.703  (m)           12.15   (f) ADJ UNCH    2 0
 AD2593
 AD2593.Superseded values are not recommended for survey control.
 AD2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2593.See file dsdata.txt to determine how the superseded data were derived.
 AD2593
 AD2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK904016(NAD 83)
 AD2593_MARKER: DD = SURVEY DISK
 AD2593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2593_SP_SET: ABUTMENT
 AD2593_STAMPING: 12.120
 AD2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2593
 AD2593  HISTORY     - Date     Condition        Report By
 AD2593  HISTORY     - UNK      MONUMENTED       FLHD
 AD2593  HISTORY     - 1970     GOOD             NGS
 AD2593  HISTORY     - 1973     GOOD             NGS
 AD2593  HISTORY     - 1986     GOOD             USPSQD
 AD2593  HISTORY     - 1987     GOOD             USPSQD
 AD2593  HISTORY     - 1989     GOOD             USPSQD
 AD2593  HISTORY     - 1990     GOOD             USPSQD
 AD2593  HISTORY     - 20021121 GOOD             USPSQD
 AD2593
 AD2593                          STATION DESCRIPTION
 AD2593
 AD2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2593'AT POMPANO BEACH.
 AD2593'AT POMPANO BEACH, ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 814
 AD2593'FROM THE JUNCTION OF STATE HIGHWAY A 1 A, ABOUT 0.5 MILE EAST
 AD2593'ALONG STATE HIGHWAY 814 (ATLANTIC BLVD) FROM THE INTERSECTION
 AD2593'OF U.S. HIGHWAY 1, SET ON THE TOP OF THE SOUTH END OF THE WEST
 AD2593'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL
 AD2593'WATERWAY, 19.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 AD2593'ABOUT LEVEL WITH THE HIGHWAY.
 AD2593
 AD2593                          STATION RECOVERY (1973)
 AD2593
 AD2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1986)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHH)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1987)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1987 (UNK)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1989)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1989 (FEC)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1990)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (2002)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 2002 (RT)
 AD2593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1048 ***********************************************************************
 AK1048  DESIGNATION -  1.21.7
 AK1048  PID         -  AK1048
 AK1048  STATE/COUNTY-  FL/BREVARD
 AK1048  USGS QUAD   -  ORSINO (1976)
 AK1048
 AK1048                         *CURRENT SURVEY CONTROL
 AK1048  ___________________________________________________________________
 AK1048* NAD 83(1990)-  28 32 33.33820(N)    080 38 36.99065(W)     ADJUSTED  
 AK1048* NAVD 88     -         2.275  (meters)       7.46   (feet)  ADJUSTED  
 AK1048  ___________________________________________________________________
 AK1048  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK1048  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK1048  DYNAMIC HT  -           2.271 (meters)       7.45  (feet)  COMP
 AK1048  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 AK1048
 AK1048  HORZ ORDER  -  SECOND
 AK1048  VERT ORDER  -  FIRST     CLASS II
 AK1048
 AK1048.The horizontal coordinates were established by classical geodetic methods
 AK1048.and adjusted by the National Geodetic Survey in May 1991..
 AK1048
 AK1048.The orthometric height was determined by differential leveling
 AK1048.and adjusted by the National Geodetic Survey in June 1991..
 AK1048
 AK1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK1048
 AK1048.The geoid height was determined by GEOID03.
 AK1048
 AK1048.The dynamic height is computed by dividing the NAVD 88
 AK1048.geopotential number by the normal gravity value computed on the
 AK1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1048.degrees latitude (g = 980.6199 gals.).
 AK1048
 AK1048.The modeled gravity was interpolated from observed gravity values.
 AK1048
 AK1048;                    North         East     Units Scale Factor Converg.
 AK1048;SPC FL E     -   466,389.624   234,876.244   MT  0.99995618   +0 10 13.0
 AK1048;SPC FL E     - 1,530,146.62    770,589.81   sFT  0.99995618   +0 10 13.0
 AK1048;UTM  17      - 3,157,362.475   534,864.344   MT  0.99961500   +0 10 13.0
 AK1048
 AK1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1048!SPC FL E     -   1.00000407  x   0.99995618  =   0.99996025
 AK1048!UTM  17      -   1.00000407  x   0.99961500  =   0.99961907
 AK1048
 AK1048                          SUPERSEDED SURVEY CONTROL
 AK1048
 AK1048  NAD 83(1986)-  28 32 33.34451(N)    080 38 37.00355(W) AD(       ) 2
 AK1048  NAD 27      -  28 32 32.35209(N)    080 38 37.82023(W) AD(       ) 2
 AK1048  NGVD 29 (??/??/92)    2.662  (m)            8.73   (f) ADJ UNCH    1 2
 AK1048
 AK1048.Superseded values are not recommended for survey control.
 AK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1048.See file dsdata.txt to determine how the superseded data were derived.
 AK1048
 AK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3486457362(NAD 83)
 AK1048_MARKER: DD = SURVEY DISK
 AK1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1048_SP_SET: CONCRETE PAD
 AK1048_STAMPING: 1.21.7 1966
 AK1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1048
 AK1048  HISTORY     - Date     Condition        Report By
 AK1048  HISTORY     - 1966     MONUMENTED       DOD
 AK1048
 AK1048                          STATION DESCRIPTION
 AK1048
 AK1048'DESCRIBED BY US DEPARTMENT OF DEFENSE 1966
 AK1048'AT MERRITT ISLAND.
 AK1048'LOCATED AT THE CIF ANTENNA SITE, 40 FEET SOUTHEAST OF THE CENTER
 AK1048'LINE OF A BLACK TOP ROAD, 12 FEET NORTHEAST OF THE NORTHEAST EDGE
 AK1048'OF A WAVE GUIDE TROUGH.  THE DISK IS SET IN A DRILL HOLE IN THE
 AK1048'CENTER OF A 10 FOOT SQUARE CONCRETE PAD AND IS ABOUT 8 INCHES
 AK1048'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1052 ***********************************************************************
 AK1052  DESIGNATION -  1.21.8
 AK1052  PID         -  AK1052
 AK1052  STATE/COUNTY-  FL/BREVARD
 AK1052  USGS QUAD   -  ORSINO (1976)
 AK1052
 AK1052                         *CURRENT SURVEY CONTROL
 AK1052  ___________________________________________________________________
 AK1052* NAD 83(1990)-  28 32 32.10771(N)    080 38 35.60304(W)     ADJUSTED  
 AK1052* NAVD 88     -         2.326  (meters)       7.63   (feet)  ADJUSTED  
 AK1052  ___________________________________________________________________
 AK1052  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK1052  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK1052  DYNAMIC HT  -           2.323 (meters)       7.62  (feet)  COMP
 AK1052  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 AK1052
 AK1052  HORZ ORDER  -  SECOND
 AK1052  VERT ORDER  -  FIRST     CLASS II
 AK1052
 AK1052.The horizontal coordinates were established by classical geodetic methods
 AK1052.and adjusted by the National Geodetic Survey in May 1991..
 AK1052
 AK1052.The orthometric height was determined by differential leveling
 AK1052.and adjusted by the National Geodetic Survey in June 1991..
 AK1052
 AK1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK1052
 AK1052.The geoid height was determined by GEOID03.
 AK1052
 AK1052.The dynamic height is computed by dividing the NAVD 88
 AK1052.geopotential number by the normal gravity value computed on the
 AK1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1052.degrees latitude (g = 980.6199 gals.).
 AK1052
 AK1052.The modeled gravity was interpolated from observed gravity values.
 AK1052
 AK1052;                    North         East     Units Scale Factor Converg.
 AK1052;SPC FL E     -   466,351.856   234,914.076   MT  0.99995621   +0 10 13.7
 AK1052;SPC FL E     - 1,530,022.71    770,713.93   sFT  0.99995621   +0 10 13.7
 AK1052;UTM  17      - 3,157,324.720   534,902.164   MT  0.99961503   +0 10 13.7
 AK1052
 AK1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1052!SPC FL E     -   1.00000406  x   0.99995621  =   0.99996027
 AK1052!UTM  17      -   1.00000406  x   0.99961503  =   0.99961909
 AK1052
 AK1052                          SUPERSEDED SURVEY CONTROL
 AK1052
 AK1052  NAD 83(1986)-  28 32 32.11401(N)    080 38 35.61594(W) AD(       ) 2
 AK1052  NAD 27      -  28 32 31.12157(N)    080 38 36.43264(W) AD(       ) 2
 AK1052  NGVD 29 (??/??/92)    2.715  (m)            8.91   (f) ADJ UNCH    1 2
 AK1052
 AK1052.Superseded values are not recommended for survey control.
 AK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1052.See file dsdata.txt to determine how the superseded data were derived.
 AK1052
 AK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3490257325(NAD 83)
 AK1052_MARKER: DD = SURVEY DISK
 AK1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1052_SP_SET: CONCRETE PAD
 AK1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1052
 AK1052  HISTORY     - Date     Condition        Report By
 AK1052  HISTORY     - UNK      MONUMENTED       DOD
 AK1052  HISTORY     - 1966     GOOD             NGS
 AK1052
 AK1052                          STATION DESCRIPTION
 AK1052
 AK1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK1052'AT MERRITT ISLAND.
 AK1052'LOCATED AT THE CIF ANTENNA SITE, 40 FEET SOUTHWEST OF THE
 AK1052'CENTERLINE OF A BLACK TOP ROAD AND 12 FEET NORTHEAST OF THE
 AK1052'NORTHEAST SIDE OF A WAVE GUIDE TROUGH.  THE DISK IS SET IN A
 AK1052'DRILL HOLE IN THE CENTER OF A 10 FOOT SQUARE CONCRETE PAD AND IS
 AK1052'FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6276 ***********************************************************************
 AK6276  DESIGNATION -  1.21.9 1965
 AK6276  PID         -  AK6276
 AK6276  STATE/COUNTY-  FL/BREVARD
 AK6276  USGS QUAD   -  ORSINO (1976)
 AK6276
 AK6276                         *CURRENT SURVEY CONTROL
 AK6276  ___________________________________________________________________
 AK6276* NAD 83(1990)-  28 32 31.58847(N)    080 38 38.08221(W)     ADJUSTED  
 AK6276* NAVD 88     -         8.21   (+/-2cm)      26.9    (feet)  VERTCON   
 AK6276  ___________________________________________________________________
 AK6276  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK6276  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK6276
 AK6276  HORZ ORDER  -  SECOND
 AK6276  VERT ORDER  -  THIRD ? (See Below)
 AK6276
 AK6276.The horizontal coordinates were established by classical geodetic methods
 AK6276.and adjusted by the National Geodetic Survey in May 1991..
 AK6276
 AK6276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6276.The vertical order pertains to the NGVD 29 superseded value.
 AK6276
 AK6276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6276
 AK6276.The geoid height was determined by GEOID03.
 AK6276
 AK6276;                    North         East     Units Scale Factor Converg.
 AK6276;SPC FL E     -   466,335.671   234,846.731   MT  0.99995616   +0 10 12.5
 AK6276;SPC FL E     - 1,529,969.61    770,492.98   sFT  0.99995616   +0 10 12.5
 AK6276;UTM  17      - 3,157,308.541   534,834.842   MT  0.99961498   +0 10 12.5
 AK6276
 AK6276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6276!SPC FL E     -   1.00000314  x   0.99995616  =   0.99995930
 AK6276!UTM  17      -   1.00000314  x   0.99961498  =   0.99961811
 AK6276
 AK6276                          SUPERSEDED SURVEY CONTROL
 AK6276
 AK6276  NAD 83(1986)-  28 32 31.59477(N)    080 38 38.09511(W) AD(       ) 2
 AK6276  NAD 27      -  28 32 30.60229(N)    080 38 38.91173(W) AD(       ) 2
 AK6276  NGVD 29 (07/19/86)    8.60   (m)           28.2    (f) LEVELING    3  
 AK6276
 AK6276.Superseded values are not recommended for survey control.
 AK6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6276.See file dsdata.txt to determine how the superseded data were derived.
 AK6276
 AK6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3483557309(NAD 83)
 AK6276_MARKER: DD = SURVEY DISK
 AK6276_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK6276+WITH SETTING: PAVEMENT
 AK6276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6276+STABILITY: SURFACE MOTION
 AK6276
 AK6276  HISTORY     - Date     Condition        Report By
 AK6276  HISTORY     - 1965     MONUMENTED       CGS
 AK6276
 AK6276                          STATION DESCRIPTION
 AK6276
 AK6276'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6276'LOCATED ON THE MERRITT ISLAND LAUNCH AREA, ON THE ROOF AND NORTH
 AK6276'SIDE OF THE CIF ANTENNA BUILDING NO L 7 1557.  A SMOOTH BRASS
 AK6276'DISK, CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A
 AK6276'6 X 6 FOOT CONCRETE ANTENNA PAD THAT PROJECTS ABOUT 5 INCHES
 AK6276'ABOVE THE ROOF SURFACE.  A PUNCH HOLE WITHIN A TRIANGLE MARKS
 AK6276'THE STATION AND THE DISK IS STAMPED 1-21-9.
 AK6276'
 AK6276'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PETTEY
 AK6276'AND THE DISTANCE IS SHOWN ABOVE.
 AK6276'
 AK6276'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C AVE. S.E.,
 AK6276'GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA BUILDING NO
 AK6276'L 7 1557 AND THE STATION AS DESCRIBED.
 AK6276'
 AK6276'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7515 ***********************************************************************
 AJ7515  DESIGNATION -  1219 20
 AJ7515  PID         -  AJ7515
 AJ7515  STATE/COUNTY-  FL/BREVARD
 AJ7515  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7515
 AJ7515                         *CURRENT SURVEY CONTROL
 AJ7515  ___________________________________________________________________
 AJ7515* NAD 83(1986)-  27 54 42.     (N)    080 44 14.     (W)     SCALED    
 AJ7515* NAVD 88     -         5.077  (meters)      16.66   (feet)  ADJUSTED  
 AJ7515  ___________________________________________________________________
 AJ7515  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AJ7515  DYNAMIC HT  -           5.070 (meters)      16.63  (feet)  COMP
 AJ7515  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AJ7515
 AJ7515  VERT ORDER  -  SECOND    CLASS I
 AJ7515
 AJ7515.The horizontal coordinates were scaled from a topographic map and have
 AJ7515.an estimated accuracy of +/- 6 seconds.
 AJ7515
 AJ7515.The orthometric height was determined by differential leveling
 AJ7515.and adjusted by the National Geodetic Survey in March 2002..
 AJ7515
 AJ7515.The geoid height was determined by GEOID03.
 AJ7515
 AJ7515.The dynamic height is computed by dividing the NAVD 88
 AJ7515.geopotential number by the normal gravity value computed on the
 AJ7515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7515.degrees latitude (g = 980.6199 gals.).
 AJ7515
 AJ7515.The modeled gravity was interpolated from observed gravity values.
 AJ7515
 AJ7515;                    North         East    Units  Estimated Accuracy
 AJ7515;SPC FL E     -   396,450.      225,870.      MT  (+/- 180 meters Scaled)
 AJ7515
 AJ7515                          SUPERSEDED SURVEY CONTROL
 AJ7515
 AJ7515.No superseded survey control is available for this station.
 AJ7515
 AJ7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL258874(NAD 83)
 AJ7515_MARKER: DD = SURVEY DISK
 AJ7515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7515_STAMPING: BM 1219 20
 AJ7515_MARK LOGO: SJRWMD
 AJ7515_PROJECTION: FLUSH
 AJ7515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7515+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1997
 AJ7515_ROD/PIPE-DEPTH: 13.7 meters
 AJ7515
 AJ7515  HISTORY     - Date     Condition        Report By
 AJ7515  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7515  HISTORY     - 19970807 GOOD             FLDEP
 AJ7515
 AJ7515                          STATION DESCRIPTION
 AJ7515
 AJ7515'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7515'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTHWEST OF FELLSMERE, 12.2 MI
 AJ7515'(19.6 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 33, TOWNSHIP 29
 AJ7515'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7515'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7515'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7515'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7515'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7515'CONTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7515'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7515'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7515'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7515'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7515'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7515'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7515'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7515'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7515'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7515'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7515'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7515'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7515'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7515'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7515'74 N AND GO NORTHERLY FOR 3.05 MI (4.91 KM) CROSSING SPILLWAY NUMBER S
 AJ7515'256, TO A SHARP TURN RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7515'GO EASTERLY FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF A FIELD ROAD ON
 AJ7515'THE LEFT, TURN LEFT ON THE FIELD ROAD AND GO NORTHERLY FOR 0.1 MI (0.2
 AJ7515'KM) TO THE MARK ON THE RIGHT, A 1-INCH COPPER ROD DRIVEN INTO THE
 AJ7515'GROUND 45.0 FT (13.7 M) SURROUNDED BY AN 8-INCH STOVE PIPE 2.0 FT (0.6
 AJ7515'M) LONG FILLED WITH CONCRETE AND A 2-INCH ALUMINUM DISK SET IN THE
 AJ7515'TOP, FLUSH WITH THE GROUND AND LEVEL WITH THE FIELD ROAD. LOCATED 20.0
 AJ7515'FT (6.1 M) EAST OF THE APPROXIMATE CENTERLINE OF THE FIELD ROAD AND
 AJ7515'1.7 FT (0.5 M) WEST OF A METAL WITNESS POST. NOTE FOR KEY CONTACT
 AJ7515'TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE
 AJ7515'NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7514 ***********************************************************************
 AJ7514  DESIGNATION -  1219 20 RM 1
 AJ7514  PID         -  AJ7514
 AJ7514  STATE/COUNTY-  FL/BREVARD
 AJ7514  USGS QUAD   -  FELLSMERE NW (1970)
 AJ7514
 AJ7514                         *CURRENT SURVEY CONTROL
 AJ7514  ___________________________________________________________________
 AJ7514* NAD 83(1986)-  27 54 40.     (N)    080 44 15.     (W)     SCALED    
 AJ7514* NAVD 88     -         5.407  (meters)      17.74   (feet)  ADJUSTED  
 AJ7514  ___________________________________________________________________
 AJ7514  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AJ7514  DYNAMIC HT  -           5.399 (meters)      17.71  (feet)  COMP
 AJ7514  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AJ7514
 AJ7514  VERT ORDER  -  SECOND    CLASS I
 AJ7514
 AJ7514.The horizontal coordinates were scaled from a topographic map and have
 AJ7514.an estimated accuracy of +/- 6 seconds.
 AJ7514
 AJ7514.The orthometric height was determined by differential leveling
 AJ7514.and adjusted by the National Geodetic Survey in March 2002..
 AJ7514
 AJ7514.The geoid height was determined by GEOID03.
 AJ7514
 AJ7514.The dynamic height is computed by dividing the NAVD 88
 AJ7514.geopotential number by the normal gravity value computed on the
 AJ7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7514.degrees latitude (g = 980.6199 gals.).
 AJ7514
 AJ7514.The modeled gravity was interpolated from observed gravity values.
 AJ7514
 AJ7514;                    North         East    Units  Estimated Accuracy
 AJ7514;SPC FL E     -   396,390.      225,840.      MT  (+/- 180 meters Scaled)
 AJ7514
 AJ7514                          SUPERSEDED SURVEY CONTROL
 AJ7514
 AJ7514.No superseded survey control is available for this station.
 AJ7514
 AJ7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL258873(NAD 83)
 AJ7514_MARKER: DD = SURVEY DISK
 AJ7514_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7514_STAMPING: RM-1 1219-20
 AJ7514_MARK LOGO: SJRWMD
 AJ7514_PROJECTION: FLUSH
 AJ7514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7514+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7514_ROD/PIPE-DEPTH:  5.5 meters
 AJ7514
 AJ7514  HISTORY     - Date     Condition        Report By
 AJ7514  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7514  HISTORY     - 19970808 GOOD             FLDEP
 AJ7514
 AJ7514                          STATION DESCRIPTION
 AJ7514
 AJ7514'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7514'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTHWEST OF FELLSMERE, 12.3 MI
 AJ7514'(19.8 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 33, TOWNSHIP 29
 AJ7514'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7514'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7514'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7514'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7514'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7514'CONTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7514'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7514'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7514'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7514'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7514'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7514'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7514'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7514'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7514'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7514'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7514'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7514'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7514'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7514'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7514'74 N AND GO NORTHERLY FOR 3.05 MI (4.91 KM) CROSSING SPILLWAY NUMBER S
 AJ7514'256, TO A SHARP TURN RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7514'GO EASTERLY FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF A FIELD ROAD ON
 AJ7514'THE LEFT AND THE MARK ON THE LEFT, A 1-INCH GALVANIZED STEEL PIPE
 AJ7514'DRIVEN INTO THE GROUND 18.0 FT (5.5 M) AND SURROUNDED BY AN 8-INCH
 AJ7514'STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A 2-INCH
 AJ7514'ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND LEVEL WITH THE
 AJ7514'FIELD ROAD. LOCATED 164.3 FT (50.1 M) NORTH OF THE APPROXIMATE
 AJ7514'CENTERLINE OF LEVEE ROAD NUMBER L 74 N, 25.3 FT (7.7 M) WEST OF THE
 AJ7514'APPROXIMATE CENTERLINE OF THE FIELD ROAD AND 1.5 FT (0.5 M) WEST OF A
 AJ7514'METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER
 AJ7514'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0007 ***********************************************************************
 AG0007  DESIGNATION -  122 FLHD
 AG0007  PID         -  AG0007
 AG0007  STATE/COUNTY-  FL/PINELLAS
 AG0007  USGS QUAD   -  SEMINOLE (1995)
 AG0007
 AG0007                         *CURRENT SURVEY CONTROL
 AG0007  ___________________________________________________________________
 AG0007* NAD 83(1986)-  27 49 10.     (N)    082 49 29.     (W)     SCALED    
 AG0007* NAVD 88     -         1.205  (meters)       3.95   (feet)  ADJUSTED  
 AG0007  ___________________________________________________________________
 AG0007  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AG0007  DYNAMIC HT  -           1.204 (meters)       3.95  (feet)  COMP
 AG0007  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AG0007
 AG0007  VERT ORDER  -  SECOND    CLASS II
 AG0007
 AG0007.The horizontal coordinates were scaled from a topographic map and have
 AG0007.an estimated accuracy of +/- 6 seconds.
 AG0007
 AG0007.The orthometric height was determined by differential leveling
 AG0007.and adjusted by the National Geodetic Survey in June 1991..
 AG0007
 AG0007.The geoid height was determined by GEOID03.
 AG0007
 AG0007.The dynamic height is computed by dividing the NAVD 88
 AG0007.geopotential number by the normal gravity value computed on the
 AG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0007.degrees latitude (g = 980.6199 gals.).
 AG0007
 AG0007.The modeled gravity was interpolated from observed gravity values.
 AG0007
 AG0007;                    North         East    Units  Estimated Accuracy
 AG0007;SPC FL W     -   386,470.      118,750.      MT  (+/- 180 meters Scaled)
 AG0007
 AG0007                          SUPERSEDED SURVEY CONTROL
 AG0007
 AG0007  NGVD 29 (??/??/92)    1.473  (m)            4.83   (f) ADJ UNCH    2 2
 AG0007
 AG0007.Superseded values are not recommended for survey control.
 AG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0007.See file dsdata.txt to determine how the superseded data were derived.
 AG0007
 AG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL202785(NAD 83)
 AG0007_MARKER: DD = SURVEY DISK
 AG0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0007_SP_SET: CONCRETE INLET
 AG0007_STAMPING: 122 SRD
 AG0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0007
 AG0007  HISTORY     - Date     Condition        Report By
 AG0007  HISTORY     - UNK      MONUMENTED       FLHD
 AG0007  HISTORY     - 1975     GOOD             FLDT
 AG0007  HISTORY     - 1990     POOR             USPSQD
 AG0007
 AG0007                          STATION DESCRIPTION
 AG0007
 AG0007'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0007'AT N REDINGTON BCH.
 AG0007'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0007'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR
 AG0007'5.0 MILES TO THE INTERSECTION OF 169TH AVE.  STATION ON LEFT,
 AG0007'IN NE CORNER OF INTERSECTION, 42 FT. E. FROM THE CENTERLINE
 AG0007'OF GULF BLVD., 36 FT. N. OF 169TH AVE.  SET IN TOP OF CONCRETE
 AG0007'INLET.  SECTION 5, T 31S, R 15E
 AG0007
 AG0007                          STATION RECOVERY (1990)
 AG0007
 AG0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0007'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2887 ***********************************************************************
 BE2887  DESIGNATION -  123 11 WLC USGS
 BE2887  PID         -  BE2887
 BE2887  STATE/COUNTY-  FL/CALHOUN
 BE2887  USGS QUAD   -  CLARKSVILLE (1990)
 BE2887
 BE2887                         *CURRENT SURVEY CONTROL
 BE2887  ___________________________________________________________________
 BE2887* NAD 83(1986)-  30 26 11.     (N)    085 12 02.     (W)     SCALED    
 BE2887* NAVD 88     -        37.281  (meters)     122.31   (feet)  ADJUSTED  
 BE2887  ___________________________________________________________________
 BE2887  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BE2887  DYNAMIC HT  -          37.232 (meters)     122.15  (feet)  COMP
 BE2887  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 BE2887
 BE2887  VERT ORDER  -  SECOND    CLASS I
 BE2887
 BE2887.The horizontal coordinates were scaled from a topographic map and have
 BE2887.an estimated accuracy of +/- 6 seconds.
 BE2887
 BE2887.The orthometric height was determined by differential leveling
 BE2887.and adjusted by the National Geodetic Survey in June 1991..
 BE2887
 BE2887.The geoid height was determined by GEOID03.
 BE2887
 BE2887.The dynamic height is computed by dividing the NAVD 88
 BE2887.geopotential number by the normal gravity value computed on the
 BE2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2887.degrees latitude (g = 980.6199 gals.).
 BE2887
 BE2887.The modeled gravity was interpolated from observed gravity values.
 BE2887
 BE2887;                    North         East    Units  Estimated Accuracy
 BE2887;SPC FL N     -   159,430.      532,710.      MT  (+/- 180 meters Scaled)
 BE2887
 BE2887                          SUPERSEDED SURVEY CONTROL
 BE2887
 BE2887.No superseded survey control is available for this station.
 BE2887
 BE2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU728685(NAD 83)
 BE2887_MARKER: DB = BENCH MARK DISK
 BE2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2887_SP_SET: CONCRETE CULVERT
 BE2887_STAMPING: 123 11 WLC 1976
 BE2887_MARK LOGO: USGS  
 BE2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2887+STABILITY: SURFACE MOTION
 BE2887
 BE2887  HISTORY     - Date     Condition        Report By
 BE2887  HISTORY     - 1976     MONUMENTED       USGS
 BE2887  HISTORY     - 1981     GOOD             FLDNR
 BE2887  HISTORY     - 19961015 MARK NOT FOUND   USPSQD
 BE2887
 BE2887                          STATION DESCRIPTION
 BE2887
 BE2887'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2887'0.9 MI WEST FROM CLARKSVILLE.
 BE2887'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.9 MILE WEST
 BE2887'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 31.3 FEET NORTH OF
 BE2887'THE CENTERLINE OF HIGHWAY 20, 0.9 FOOT NORTH-NORTHEAST OF A REFLECTING
 BE2887'SIGN POST, 0.6 FOOT WEST OF THE EAST END OF A CONCRETE CULVERT, 18.6
 BE2887'FEET SOUTH OF A FENCE LINE, 146 FEET WEST OF THE CENTERLINE OF A DIRT
 BE2887'ROAD, ABOUT 50 FEET SOUTH OF THE SOUTHEAST CORNER OF A RECTANGULAR
 BE2887'POND, AND 14.2 MILES EAST OF THE INTERSECTION OF U.S. HIGHWAY 231 WITH
 BE2887'STATE HIGHWAY 20.  THE MARK IS SET FLUSH IN A CONCRETE CULVERT, AND IS
 BE2887'1.8 FEET BELOW THE SURFACE OF THE ROAD.
 BE2887
 BE2887                          STATION RECOVERY (1996)
 BE2887
 BE2887'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7097 ***********************************************************************
 AG7097  DESIGNATION -  123 C OF SP
 AG7097  PID         -  AG7097
 AG7097  STATE/COUNTY-  FL/PINELLAS
 AG7097  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7097
 AG7097                         *CURRENT SURVEY CONTROL
 AG7097  ___________________________________________________________________
 AG7097* NAD 83(1986)-  27 43 08.     (N)    082 40 30.     (W)     SCALED    
 AG7097* NAVD 88     -         2.552  (meters)       8.37   (feet)  ADJUSTED  
 AG7097  ___________________________________________________________________
 AG7097  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG7097  DYNAMIC HT  -           2.548 (meters)       8.36  (feet)  COMP
 AG7097  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 AG7097
 AG7097  VERT ORDER  -  SECOND    CLASS II
 AG7097
 AG7097.The horizontal coordinates were scaled from a topographic map and have
 AG7097.an estimated accuracy of +/- 6 seconds.
 AG7097
 AG7097.The orthometric height was determined by differential leveling
 AG7097.and adjusted by the National Geodetic Survey in June 1991..
 AG7097
 AG7097.The geoid height was determined by GEOID03.
 AG7097
 AG7097.The dynamic height is computed by dividing the NAVD 88
 AG7097.geopotential number by the normal gravity value computed on the
 AG7097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7097.degrees latitude (g = 980.6199 gals.).
 AG7097
 AG7097.The modeled gravity was interpolated from observed gravity values.
 AG7097
 AG7097;                    North         East    Units  Estimated Accuracy
 AG7097;SPC FL W     -   375,240.      133,440.      MT  (+/- 180 meters Scaled)
 AG7097
 AG7097                          SUPERSEDED SURVEY CONTROL
 AG7097
 AG7097  NGVD 29 (??/??/92)    2.838  (m)            9.31   (f) ADJ UNCH    2 2
 AG7097
 AG7097.Superseded values are not recommended for survey control.
 AG7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7097.See file dsdata.txt to determine how the superseded data were derived.
 AG7097
 AG7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL348671(NAD 83)
 AG7097_MARKER: DD = SURVEY DISK
 AG7097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7097_SP_SET: CONCRETE POST
 AG7097_PROJECTION: FLUSH
 AG7097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7097+STABILITY: SURFACE MOTION
 AG7097
 AG7097  HISTORY     - Date     Condition        Report By
 AG7097  HISTORY     - UNK      MONUMENTED       FL2730
 AG7097  HISTORY     - 1977     GOOD             FL-103
 AG7097  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 AG7097
 AG7097                          STATION DESCRIPTION
 AG7097
 AG7097'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7097'IN ST PETERSBURG.
 AG7097'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7097'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON
 AG7097'54TH AVE. S. FOR 0.25 MILE TO 31ST ST. S. STATION ON RIGHT, IN THE
 AG7097'S.E. CORNER, 72.2 FT. SOUTH OF THE CENTERLINE OF 54TH AVE. S., 35.7
 AG7097'FT. EAST OF THE CENTERLINE OF 31ST ST. S., 112.7 FT. N.W. OF THE N.W.
 AG7097'CORNER ONE STORY BUILDING, 3090 54TH AVE. S., 31.7 FT. S.W. OF A
 AG7097'WOOD POWER LIGHT POLE NUMBER 1-83783, 9.6 FT. WEST OF THE FACE OF
 AG7097'SIDEWALK, 2.6 FT. WEST OF A WOOD POWER TRANSMISSION AND SIGNAL LIGHT
 AG7097'POLE NO NUMBER, 0.2 FT. EAST OF THE BACK OF CURB. SET IN THE TOP
 AG7097'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NO STAMPING
 AG7097'ON DISK.
 AG7097
 AG7097                          STATION RECOVERY (1998)
 AG7097
 AG7097'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1233 ***********************************************************************
 AG1233  DESIGNATION -  123 ERS
 AG1233  PID         -  AG1233
 AG1233  STATE/COUNTY-  FL/LEE
 AG1233  USGS QUAD   -  SANIBEL (1987)
 AG1233
 AG1233                         *CURRENT SURVEY CONTROL
 AG1233  ___________________________________________________________________
 AG1233* NAD 83(1990)-  26 27 10.55329(N)    082 00 51.35588(W)     ADJUSTED  
 AG1233* NAVD 88     -         1.17   (+/-2cm)       3.8    (feet)  VERTCON   
 AG1233  ___________________________________________________________________
 AG1233  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AG1233  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AG1233
 AG1233  HORZ ORDER  -  SECOND
 AG1233  VERT ORDER  -  THIRD ? (See Below)
 AG1233
 AG1233.The horizontal coordinates were established by classical geodetic methods
 AG1233.and adjusted by the National Geodetic Survey in May 1991..
 AG1233
 AG1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG1233.The vertical order pertains to the NGVD 29 superseded value.
 AG1233
 AG1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1233
 AG1233.The geoid height was determined by GEOID03.
 AG1233
 AG1233;                    North         East     Units Scale Factor Converg.
 AG1233;SPC FL W     -   234,792.920   198,577.374   MT  0.99994120   -0 00 22.9
 AG1233;SPC FL W     -   770,316.44    651,499.27   sFT  0.99994120   -0 00 22.9
 AG1233;UTM  17      - 2,926,243.426   398,883.871   MT  0.99972623   -0 27 06.7
 AG1233
 AG1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1233!SPC FL W     -   1.00000354  x   0.99994120  =   0.99994474
 AG1233!UTM  17      -   1.00000354  x   0.99972623  =   0.99972977
 AG1233
 AG1233                          SUPERSEDED SURVEY CONTROL
 AG1233
 AG1233  NAD 83(1986)-  26 27 10.55204(N)    082 00 51.36974(W) AD(       ) 2
 AG1233  NAD 27      -  26 27 09.26079(N)    082 00 52.04138(W) AD(       ) 2
 AG1233  NGVD 29 (07/19/86)    1.53   (m)            5.0    (f) LEVELING    3  
 AG1233
 AG1233.Superseded values are not recommended for survey control.
 AG1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1233.See file dsdata.txt to determine how the superseded data were derived.
 AG1233
 AG1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9888426243(NAD 83)
 AG1233_MARKER: DB = BENCH MARK DISK
 AG1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG1233_STAMPING: 123 ERS 1952
 AG1233_MARK LOGO: USGS  
 AG1233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1233
 AG1233  HISTORY     - Date     Condition        Report By
 AG1233  HISTORY     - 1952     MONUMENTED       USGS
 AG1233  HISTORY     - 1967     GOOD             CEJA
 AG1233  HISTORY     - 19840619 GOOD             NGS
 AG1233  HISTORY     - 19960314 MARK NOT FOUND   USPSQD
 AG1233
 AG1233                          STATION DESCRIPTION
 AG1233
 AG1233'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RHT)
 AG1233'STATION IS LOCATED ON THE EAST END OF SANIBEL ISLAND UNDER THE
 AG1233'POINT YBEL LIGHTHOUSE.  STATION IS 9 FEET EAST NORTHEAST OF THE
 AG1233'WEST LEG OF LIGHTHOUSE AND 9 FEET WEST SOUTHWEST OF THE APPROXIMATE
 AG1233'CENTER OF LIGHTHOUSE.  THE MARK IS OF CONCRETE, ABOUT 6 INCHES IN
 AG1233'DIAMETER AND PROJECTS ABOUT 1 INCH.  THE DISK WHICH IS A STANDARD
 AG1233'U.S.G.S. BENCH MARK IS STAMPED 123 ERS 1952.
 AG1233'
 AG1233'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 AG1233'STATION SANI 2 AND THE DISTANCE IS 33.191 METERS OR 108.90 FEET
 AG1233'SOUTHEAST.
 AG1233'
 AG1233'TO REACH FROM THE SANIBEL ISLAND POST OFFICE GO SOUTH FOR 0.05
 AG1233'MILE TO CROSSROADS.  TURN LEFT AND GO EASTERLY ON MAIN SAND ROAD
 AG1233'FOR 0.45 MILE TO LIGHTHOUSE AND STATION AS DESCRIBED.
 AG1233
 AG1233                          STATION RECOVERY (1967)
 AG1233
 AG1233'RECOVERY NOTE BY C E JOHNSON ASSOC 1967
 AG1233'STATION WAS SEARCHED FOR AND FOUND IN EXCELLENT CONDITION.
 AG1233
 AG1233                          STATION RECOVERY (1984)
 AG1233
 AG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AG1233'RECOVERED IN GOOD CONDITION.
 AG1233
 AG1233                          STATION RECOVERY (1996)
 AG1233
 AG1233'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0008 ***********************************************************************
 AG0008  DESIGNATION -  123 FLHD
 AG0008  PID         -  AG0008
 AG0008  STATE/COUNTY-  FL/PINELLAS
 AG0008  USGS QUAD   -  SEMINOLE (1995)
 AG0008
 AG0008                         *CURRENT SURVEY CONTROL
 AG0008  ___________________________________________________________________
 AG0008* NAD 83(1986)-  27 48 57.     (N)    082 49 17.     (W)     SCALED    
 AG0008* NAVD 88     -         1.129  (meters)       3.70   (feet)  ADJUSTED  
 AG0008  ___________________________________________________________________
 AG0008  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AG0008  DYNAMIC HT  -           1.127 (meters)       3.70  (feet)  COMP
 AG0008  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 AG0008
 AG0008  VERT ORDER  -  SECOND    CLASS II
 AG0008
 AG0008.The horizontal coordinates were scaled from a topographic map and have
 AG0008.an estimated accuracy of +/- 6 seconds.
 AG0008
 AG0008.The orthometric height was determined by differential leveling
 AG0008.and adjusted by the National Geodetic Survey in June 1991..
 AG0008
 AG0008.The geoid height was determined by GEOID03.
 AG0008
 AG0008.The dynamic height is computed by dividing the NAVD 88
 AG0008.geopotential number by the normal gravity value computed on the
 AG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0008.degrees latitude (g = 980.6199 gals.).
 AG0008
 AG0008.The modeled gravity was interpolated from observed gravity values.
 AG0008
 AG0008;                    North         East    Units  Estimated Accuracy
 AG0008;SPC FL W     -   386,070.      119,070.      MT  (+/- 180 meters Scaled)
 AG0008
 AG0008                          SUPERSEDED SURVEY CONTROL
 AG0008
 AG0008  NGVD 29 (??/??/92)    1.397  (m)            4.58   (f) ADJ UNCH    2 2
 AG0008
 AG0008.Superseded values are not recommended for survey control.
 AG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0008.See file dsdata.txt to determine how the superseded data were derived.
 AG0008
 AG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205781(NAD 83)
 AG0008_MARKER: DD = SURVEY DISK
 AG0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0008_SP_SET: CONCRETE INLET
 AG0008_STAMPING: 123 SRD
 AG0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0008
 AG0008  HISTORY     - Date     Condition        Report By
 AG0008  HISTORY     - UNK      MONUMENTED       FLHD
 AG0008  HISTORY     - 1975     GOOD             FLDT
 AG0008  HISTORY     - 1990     GOOD             USPSQD
 AG0008
 AG0008                          STATION DESCRIPTION
 AG0008
 AG0008'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0008'AT N REDINGTON BEACH.
 AG0008'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0008'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR
 AG0008'5.35 MILES, TO THE INTERSECTION OF COLONY CIRCLE.  STATION ON
 AG0008'RIGHT, 43 FT. W. FROM THE CENTERLINE OF GULF BLVD., 24 FT. N.
 AG0008'FROM THE CENTERLINE OF COLONY CIRCLE.  SET IN TOP OF A CONCRETE
 AG0008'INLET.  SECTION 5, T 31S, R 15E
 AG0008
 AG0008                          STATION RECOVERY (1990)
 AG0008
 AG0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0009 ***********************************************************************
 AG0009  DESIGNATION -  124 FLHD
 AG0009  PID         -  AG0009
 AG0009  STATE/COUNTY-  FL/PINELLAS
 AG0009  USGS QUAD   -  EGMONT KEY (1981)
 AG0009
 AG0009                         *CURRENT SURVEY CONTROL
 AG0009  ___________________________________________________________________
 AG0009* NAD 83(1986)-  27 44 19.     (N)    082 44 59.     (W)     SCALED    
 AG0009* NAVD 88     -         1.059  (meters)       3.47   (feet)  ADJUSTED  
 AG0009  ___________________________________________________________________
 AG0009  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0009  DYNAMIC HT  -           1.057 (meters)       3.47  (feet)  COMP
 AG0009  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 AG0009
 AG0009  VERT ORDER  -  SECOND    CLASS II
 AG0009
 AG0009.The horizontal coordinates were scaled from a topographic map and have
 AG0009.an estimated accuracy of +/- 6 seconds.
 AG0009
 AG0009.The orthometric height was determined by differential leveling
 AG0009.and adjusted by the National Geodetic Survey in June 1991..
 AG0009
 AG0009.The geoid height was determined by GEOID03.
 AG0009
 AG0009.The dynamic height is computed by dividing the NAVD 88
 AG0009.geopotential number by the normal gravity value computed on the
 AG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0009.degrees latitude (g = 980.6199 gals.).
 AG0009
 AG0009.The modeled gravity was interpolated from observed gravity values.
 AG0009
 AG0009;                    North         East    Units  Estimated Accuracy
 AG0009;SPC FL W     -   377,470.      126,080.      MT  (+/- 180 meters Scaled)
 AG0009
 AG0009                          SUPERSEDED SURVEY CONTROL
 AG0009
 AG0009  NGVD 29 (??/??/92)    1.337  (m)            4.39   (f) ADJ UNCH    2 2
 AG0009
 AG0009.Superseded values are not recommended for survey control.
 AG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0009.See file dsdata.txt to determine how the superseded data were derived.
 AG0009
 AG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL275694(NAD 83)
 AG0009_MARKER: DD = SURVEY DISK
 AG0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0009_SP_SET: CONCRETE INLET
 AG0009_STAMPING: 124 SRD
 AG0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0009
 AG0009  HISTORY     - Date     Condition        Report By
 AG0009  HISTORY     - UNK      MONUMENTED       FLHD
 AG0009  HISTORY     - 1975     GOOD             FLDT
 AG0009  HISTORY     - 1978     GOOD             FL-103
 AG0009  HISTORY     - 1991     GOOD             USPSQD
 AG0009  HISTORY     - 19990202 GOOD             USPSQD
 AG0009  HISTORY     - 20010216 GOOD             USPSQD
 AG0009  HISTORY     - 20010331 GOOD             NGS
 AG0009
 AG0009                          STATION DESCRIPTION
 AG0009
 AG0009'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0009'AT ST PETERSBURG BCH.
 AG0009'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0009'AND GULF BLVD. (S.R. 699 AND/OR 5TH STREET), RUN SOUTHERLY
 AG0009'ALONG GULF BLVD. FOR 0.1 MILE TO THE INTERSECTION OF 73RD AVE.
 AG0009'STATION ON RIGHT, IN NORTHWEST CORNER OF INTERSECTION, 35.7 FT.
 AG0009'WEST OF THE CENTERLINE OF GULF BLVD., 34.0 FT. NORTH OF THE
 AG0009'CENTERLINE OF 73RD AVE.  SET IN TOP OF A CONCRETE INLET.
 AG0009'SECTION 36, T 31 S, R 15 E.
 AG0009
 AG0009                          STATION RECOVERY (1978)
 AG0009
 AG0009'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (1991)
 AG0009
 AG0009'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (1999)
 AG0009
 AG0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (2001)
 AG0009
 AG0009'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (2001)
 AG0009
 AG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6283 ***********************************************************************
 AE6283  DESIGNATION -  1241 20
 AE6283  PID         -  AE6283
 AE6283  STATE/COUNTY-  FL/BREVARD
 AE6283  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6283
 AE6283                         *CURRENT SURVEY CONTROL
 AE6283  ___________________________________________________________________
 AE6283* NAD 83(1986)-  27 49 37.     (N)    080 48 41.     (W)     SCALED    
 AE6283* NAVD 88     -         5.633  (meters)      18.48   (feet)  ADJUSTED  
 AE6283  ___________________________________________________________________
 AE6283  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AE6283  DYNAMIC HT  -           5.625 (meters)      18.45  (feet)  COMP
 AE6283  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 AE6283
 AE6283  VERT ORDER  -  SECOND    CLASS I
 AE6283
 AE6283.The horizontal coordinates were scaled from a topographic map and have
 AE6283.an estimated accuracy of +/- 6 seconds.
 AE6283
 AE6283.The orthometric height was determined by differential leveling
 AE6283.and adjusted by the National Geodetic Survey in February 1998..
 AE6283
 AE6283.The geoid height was determined by GEOID03.
 AE6283
 AE6283.The dynamic height is computed by dividing the NAVD 88
 AE6283.geopotential number by the normal gravity value computed on the
 AE6283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6283.degrees latitude (g = 980.6199 gals.).
 AE6283
 AE6283.The modeled gravity was interpolated from observed gravity values.
 AE6283
 AE6283;                    North         East    Units  Estimated Accuracy
 AE6283;SPC FL E     -   387,050.      218,580.      MT  (+/- 180 meters Scaled)
 AE6283
 AE6283                          SUPERSEDED SURVEY CONTROL
 AE6283
 AE6283.No superseded survey control is available for this station.
 AE6283
 AE6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL185780(NAD 83)
 AE6283_MARKER: DD = SURVEY DISK
 AE6283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6283_STAMPING: BM 1241-20
 AE6283_MARK LOGO: SJRWMD
 AE6283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6283+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1995
 AE6283
 AE6283  HISTORY     - Date     Condition        Report By
 AE6283  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6283  HISTORY     - 19950702 GOOD             FLDEP
 AE6283
 AE6283                          STATION DESCRIPTION
 AE6283
 AE6283'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6283'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTHEAST OF KENANSVILLE IN
 AE6283'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6283'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6283'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6283'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6283'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6283'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6283'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6283'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6283'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6283'PASS THROUGH THE LOCKED GATE AND CONTINUE EAST ON LEVEE 74 FOR
 AE6283'APPROXIMATELY 120.0 FT (36.6 M) TO THE JUNCTION OF A DIRT ROAD NORTH,
 AE6283'TURN LEFT ON THE DIRT ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE
 AE6283'DEAD END (SOUTH END OF A BAR PIT) AND THE MARK ON THE RIGHT, A SJRWMD
 AE6283'ALUMINUM DISK SET ON TOP OF A COPPER COATED STEEL ROD SURROUNDED BY AN
 AE6283'8-INCH STOVE PIPE FILLED WITH CONCRETE 0.1 FT (3.0 CM) ABOVE THE
 AE6283'GROUND AND LEVEL WITH THE ROAD. LOCATED 64.0 FT (19.5 M) SOUTHEAST OF
 AE6283'RM 1 1241-20, 61.5 FT (18.7 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AE6283'THE DIRT ROAD, 43.5 FT (13.3 M) SOUTHEAST OF THE CENTER OF A DOCK FOR
 AE6283'A TELEMETRY STATION AND 1.0 FT (0.3 M) SOUTHWEST OF A SJRWMD WITNESS
 AE6283'POST. NOTE FOR KEY CONTACT TOMMY WATERS, SJ.  JOHN WATER MANAGEMENT
 AE6283'DISTICT, PALATKA, FL.  PHONE NUMBER (904) 3294277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6284 ***********************************************************************
 AE6284  DESIGNATION -  1241 20 RM 1
 AE6284  PID         -  AE6284
 AE6284  STATE/COUNTY-  FL/BREVARD
 AE6284  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6284
 AE6284                         *CURRENT SURVEY CONTROL
 AE6284  ___________________________________________________________________
 AE6284* NAD 83(1986)-  27 49 38.     (N)    080 48 42.     (W)     SCALED    
 AE6284* NAVD 88     -         5.829  (meters)      19.12   (feet)  ADJUSTED  
 AE6284  ___________________________________________________________________
 AE6284  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AE6284  DYNAMIC HT  -           5.820 (meters)      19.09  (feet)  COMP
 AE6284  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 AE6284
 AE6284  VERT ORDER  -  SECOND    CLASS I
 AE6284
 AE6284.The horizontal coordinates were scaled from a topographic map and have
 AE6284.an estimated accuracy of +/- 6 seconds.
 AE6284
 AE6284.The orthometric height was determined by differential leveling
 AE6284.and adjusted by the National Geodetic Survey in February 1998..
 AE6284
 AE6284.The geoid height was determined by GEOID03.
 AE6284
 AE6284.The dynamic height is computed by dividing the NAVD 88
 AE6284.geopotential number by the normal gravity value computed on the
 AE6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6284.degrees latitude (g = 980.6199 gals.).
 AE6284
 AE6284.The modeled gravity was interpolated from observed gravity values.
 AE6284
 AE6284;                    North         East    Units  Estimated Accuracy
 AE6284;SPC FL E     -   387,080.      218,550.      MT  (+/- 180 meters Scaled)
 AE6284
 AE6284                          SUPERSEDED SURVEY CONTROL
 AE6284
 AE6284.No superseded survey control is available for this station.
 AE6284
 AE6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL185780(NAD 83)
 AE6284_MARKER: DD = SURVEY DISK
 AE6284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6284_STAMPING: RM 1 1241-20
 AE6284_MARK LOGO: SJRWMD
 AE6284_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6284+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1995
 AE6284
 AE6284  HISTORY     - Date     Condition        Report By
 AE6284  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6284  HISTORY     - 19950702 GOOD             FLDEP
 AE6284
 AE6284                          STATION DESCRIPTION
 AE6284
 AE6284'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6284'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTHEAST OF KENANSVILLE IN
 AE6284'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6284'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6284'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6284'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6284'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6284'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6284'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6284'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6284'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74 PASS
 AE6284'THROUGH GATE AND CONTINUE EAST ON LEVEE 74 FOR APPROXIMATE 120.0 FT
 AE6284'(36.6 M) TO THR JUNCTION OF A DIRT ROAD NORTH, TURN LEFT AND GO NORTH
 AE6284'ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO THE DEAD END (SOUTH END OF A BAR
 AE6284'PIT) AND THE MARK IN CENTER OF THE ROAD, A SJRWMD ALUMINUM DISK SET ON
 AE6284'TOP OF A COPPER COATER STEEL ROD SURROUNDED BY AN 8-INCH STOVE PIPE
 AE6284'FILLED WITH CONCRETE 0.1 FT (3.0 CM) ABOVE THE GROUND AND LEVEL WITH
 AE6284'THE ROAD. LOCATED 23.2 FT (7.1 M) WEST OF THE CENTER OF A DOCK FOR A
 AE6284'TELEMETRY STATION, 8.0 FT (2.4 M) SOUTH OF THE SOUTH EDGE OF THE BAR
 AE6284'PIT AND 1.0 FT (0.3 M) SOUTH OF A SJRWMD WITNESS POST. NOTE FOR KEY
 AE6284'CONTACT TOMMY WATERS, SJ.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.
 AE6284'PHONE NUMBER (904) 3294277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7494 ***********************************************************************
 AJ7494  DESIGNATION -  1249 20
 AJ7494  PID         -  AJ7494
 AJ7494  STATE/COUNTY-  FL/BREVARD
 AJ7494  USGS QUAD   -  DEER PARK NE (1992)
 AJ7494
 AJ7494                         *CURRENT SURVEY CONTROL
 AJ7494  ___________________________________________________________________
 AJ7494* NAD 83(1986)-  28 14 36.     (N)    080 50 41.     (W)     SCALED    
 AJ7494* NAVD 88     -         3.745  (meters)      12.29   (feet)  ADJUSTED  
 AJ7494  ___________________________________________________________________
 AJ7494  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AJ7494  DYNAMIC HT  -           3.740 (meters)      12.27  (feet)  COMP
 AJ7494  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 AJ7494
 AJ7494  VERT ORDER  -  SECOND    CLASS I
 AJ7494
 AJ7494.The horizontal coordinates were scaled from a topographic map and have
 AJ7494.an estimated accuracy of +/- 6 seconds.
 AJ7494
 AJ7494.The orthometric height was determined by differential leveling
 AJ7494.and adjusted by the National Geodetic Survey in March 2002..
 AJ7494.No vertical observational check was made to the station.
 AJ7494
 AJ7494.The geoid height was determined by GEOID03.
 AJ7494
 AJ7494.The dynamic height is computed by dividing the NAVD 88
 AJ7494.geopotential number by the normal gravity value computed on the
 AJ7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7494.degrees latitude (g = 980.6199 gals.).
 AJ7494
 AJ7494.The modeled gravity was interpolated from observed gravity values.
 AJ7494
 AJ7494;                    North         East    Units  Estimated Accuracy
 AJ7494;SPC FL E     -   433,180.      215,240.      MT  (+/- 180 meters Scaled)
 AJ7494
 AJ7494                          SUPERSEDED SURVEY CONTROL
 AJ7494
 AJ7494.No superseded survey control is available for this station.
 AJ7494
 AJ7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM152241(NAD 83)
 AJ7494_MARKER: DD = SURVEY DISK
 AJ7494_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7494_STAMPING: B.M. 1249-20
 AJ7494_MARK LOGO: SJRWMD
 AJ7494_PROJECTION: FLUSH
 AJ7494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7494+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 AJ7494_ROD/PIPE-DEPTH:  7.6 meters
 AJ7494
 AJ7494  HISTORY     - Date     Condition        Report By
 AJ7494  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7494  HISTORY     - 19970714 GOOD             FLDEP
 AJ7494
 AJ7494                          STATION DESCRIPTION
 AJ7494
 AJ7494'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7494'THE MARK IS ABOUT 11.3 MI (18.2 KM) NORTHWEST OF PALM SHORES IN
 AJ7494'SECTION 8, TOWNSHIP 26 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AJ7494'THE INTERSECTION OF INTERSTATE 95 AND COUNTY ROAD 509 (WICKHAM ROAD)
 AJ7494'NORTHWEST OF PALM SHORES, GO WEST ON COUNTY ROAD 509 (WICKHAM ROAD)
 AJ7494'FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT AND A
 AJ7494'LOCKED GATE, TURN RIGHT ON THE DIRT ROAD AND PASSING THROUGH THE
 AJ7494'LOCKED GATE GO NORTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF A DIRT
 AJ7494'ROAD ON THE LEFT (NORTH SIDE OF THE CANAL), TURN LEFT ON THE DIRT ROAD
 AJ7494'AND GO WEST (NORTH SIDE OF THE CANAL) FOR 4.85 MI (7.81 KM) TO THE
 AJ7494'JUNCTION OF A CROSSOVER ROAD ON THE LEFT (TO THE SOUTH SIDE OF THE
 AJ7494'CANAL), TURN LEFT AND GO SOUTH FOR ABOUT 100.0 FT (30.5 M) CROSSING
 AJ7494'OVER THE CANAL TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT, TURN RIGHT
 AJ7494'ON THE DIRT ROAD (SOUTH SIDE OF THE CANAL) AND GO WEST FOR 1.25 MI
 AJ7494'(2.01 KM) TO LAKE WINDER AND A CURVE IN THE ROAD TO THE LEFT, BEAR
 AJ7494'LEFT ON THE DIRT ROAD AND GO SOUTHERLY FOR 0.35 MI (0.56 KM) TO THE
 AJ7494'MARK ON THE RIGHT, A SJRWMD ALUMINUM DISK SET IN THE TOP OF A 0.1 FT
 AJ7494'(3.0 CM) GALVANIZED PIPE, DRIVEN INTO THE GROUND 25.0 FT (7.6 M) AND
 AJ7494'SURROUNDED BY A 6-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH
 AJ7494'CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD. LOCATED
 AJ7494'10.8 FT (3.3 M) NORTH OF A FENCE CORNER, 2.3 FT (0.7 M) WEST OF A
 AJ7494'BARBED WIRE FENCE LINE AND 0.6 FT (18.3 CM) EAST OF A PVC WITNESS
 AJ7494'POST. NOTE FOR ACCESS AND KEY CONTACT DUDA BROTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0010 ***********************************************************************
 AG0010  DESIGNATION -  125 FLHD
 AG0010  PID         -  AG0010
 AG0010  STATE/COUNTY-  FL/PINELLAS
 AG0010  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0010
 AG0010                         *CURRENT SURVEY CONTROL
 AG0010  ___________________________________________________________________
 AG0010* NAD 83(1986)-  27 44 13.     (N)    082 44 53.     (W)     SCALED    
 AG0010* NAVD 88     -         1.758  (meters)       5.77   (feet)  ADJUSTED  
 AG0010  ___________________________________________________________________
 AG0010  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0010  DYNAMIC HT  -           1.756 (meters)       5.76  (feet)  COMP
 AG0010  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AG0010
 AG0010  VERT ORDER  -  SECOND    CLASS II
 AG0010
 AG0010.The horizontal coordinates were scaled from a topographic map and have
 AG0010.an estimated accuracy of +/- 6 seconds.
 AG0010
 AG0010.The orthometric height was determined by differential leveling
 AG0010.and adjusted by the National Geodetic Survey in June 1991..
 AG0010
 AG0010.The geoid height was determined by GEOID03.
 AG0010
 AG0010.The dynamic height is computed by dividing the NAVD 88
 AG0010.geopotential number by the normal gravity value computed on the
 AG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0010.degrees latitude (g = 980.6199 gals.).
 AG0010
 AG0010.The modeled gravity was interpolated from observed gravity values.
 AG0010
 AG0010;                    North         East    Units  Estimated Accuracy
 AG0010;SPC FL W     -   377,280.      126,250.      MT  (+/- 180 meters Scaled)
 AG0010
 AG0010                          SUPERSEDED SURVEY CONTROL
 AG0010
 AG0010  NGVD 29 (??/??/92)    2.037  (m)            6.68   (f) ADJ UNCH    2 2
 AG0010
 AG0010.Superseded values are not recommended for survey control.
 AG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0010.See file dsdata.txt to determine how the superseded data were derived.
 AG0010
 AG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL276692(NAD 83)
 AG0010_MARKER: DD = SURVEY DISK
 AG0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0010_SP_SET: CONCRETE INLET
 AG0010_STAMPING: 125 (SRD)
 AG0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0010
 AG0010  HISTORY     - Date     Condition        Report By
 AG0010  HISTORY     - UNK      MONUMENTED       FLHD
 AG0010  HISTORY     - 1975     GOOD             FLDT
 AG0010  HISTORY     - 1978     GOOD             FL-103
 AG0010  HISTORY     - 1991     GOOD             USPSQD
 AG0010  HISTORY     - 19990202 GOOD             USPSQD
 AG0010  HISTORY     - 20010216 GOOD             USPSQD
 AG0010  HISTORY     - 20010331 GOOD             NGS
 AG0010
 AG0010                          STATION DESCRIPTION
 AG0010
 AG0010'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0010'AT ST PETERSBURG BCH.
 AG0010'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0010'AND GULF BLVD. (S.R. 699 AND /OR 5TH STREET), RUN SOUTHERLY
 AG0010'ALONG GULF BLVD. FOR 0.25 MILE TO THE INTERSECTION OF 70TH AVE.
 AG0010'STATION ON RIGHT IN SOUTHWEST CORNER OF INTERSECTION, 35.7 FT.
 AG0010'WEST OF THE CENTERLINE OF GULF BLVD., 35.7 FT. SOUTH OF THE
 AG0010'CENTERLINE OF 70TH AVE.  SET IN THE TOP OF A CONCRETE INLET.
 AG0010'SECTION 36, T 31 S, R 15 E.
 AG0010
 AG0010                          STATION RECOVERY (1978)
 AG0010
 AG0010'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (1991)
 AG0010
 AG0010'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (1999)
 AG0010
 AG0010'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (2001)
 AG0010
 AG0010'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (2001)
 AG0010
 AG0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5221 ***********************************************************************
 AG5221  DESIGNATION -  125 M CO
 AG5221  PID         -  AG5221
 AG5221  STATE/COUNTY-  FL/PINELLAS
 AG5221  USGS QUAD   -  ANNA MARIA (1981)
 AG5221
 AG5221                         *CURRENT SURVEY CONTROL
 AG5221  ___________________________________________________________________
 AG5221* NAD 83(1986)-  27 36 47.     (N)    082 39 17.     (W)     SCALED    
 AG5221* NAVD 88     -         7.031  (meters)      23.07   (feet)  ADJUSTED  
 AG5221  ___________________________________________________________________
 AG5221  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG5221  DYNAMIC HT  -           7.021 (meters)      23.03  (feet)  COMP
 AG5221  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 AG5221
 AG5221  VERT ORDER  -  FIRST     CLASS II
 AG5221
 AG5221.The horizontal coordinates were scaled from a topographic map and have
 AG5221.an estimated accuracy of +/- 6 seconds.
 AG5221
 AG5221.The orthometric height was determined by differential leveling
 AG5221.and adjusted by the National Geodetic Survey in June 1991..
 AG5221
 AG5221.The geoid height was determined by GEOID03.
 AG5221
 AG5221.The dynamic height is computed by dividing the NAVD 88
 AG5221.geopotential number by the normal gravity value computed on the
 AG5221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5221.degrees latitude (g = 980.6199 gals.).
 AG5221
 AG5221.The modeled gravity was interpolated from observed gravity values.
 AG5221
 AG5221;                    North         East    Units  Estimated Accuracy
 AG5221;SPC FL W     -   363,500.      135,380.      MT  (+/- 180 meters Scaled)
 AG5221
 AG5221                          SUPERSEDED SURVEY CONTROL
 AG5221
 AG5221  NGVD 29 (??/??/92)    7.321  (m)           24.02   (f) ADJ UNCH    1 2
 AG5221
 AG5221.Superseded values are not recommended for survey control.
 AG5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5221.See file dsdata.txt to determine how the superseded data were derived.
 AG5221
 AG5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL367554(NAD 83)
 AG5221_MARKER: DD = SURVEY DISK
 AG5221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5221_SP_SET: SIDEWALK
 AG5221_STAMPING: 125
 AG5221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5221
 AG5221  HISTORY     - Date     Condition        Report By
 AG5221  HISTORY     - UNK      MONUMENTED       FL-081
 AG5221  HISTORY     - 1972     GOOD             NGS
 AG5221
 AG5221                          STATION DESCRIPTION
 AG5221
 AG5221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5221'8.4 MI NW FROM RUBONIA.
 AG5221'ABOUT 0.8 MILE SOUTH ALONG BAYSHORE ROAD FROM THE POST OFFICE AT
 AG5221'RUBONIA, THENCE 0.7 MILE WEST ALONG PALM VIEW ROAD, THENCE 6.9
 AG5221'MILES NORTHWEST ALONG U.S. HIGHWAY 19 (SUNSHINE SKYWAY), OR ABOUT
 AG5221'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG5221'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5221'THENCE 11.45 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5221'SUNSHINE SKYWAY), SET IN THE TOP OF THE CONCRETE SIDEWALK ON THE
 AG5221'NORTHEAST SIDE OF THE MORE NORTHEASTERLY OF TWO 4.2 MILE CONCRETE
 AG5221'AND STEEL BRIDGES OVER THE SHIP CHANNEL IN TAMPA BAY, OVER BENT
 AG5221'1, AT THE POINT WHERE THE BRIDGE STARTS UP A STEEP GRADE AND THE
 AG5221'SIDEWALK NARROWS FROM 3.1 FEET WIDE TO 1.4 FEET WIDE, THIS POINT
 AG5221'ALSO MARKS THE END OF ALLOWED PEDESTRIAN TRAFFIC ON THE SOUTHEAST
 AG5221'SIDE OF THE BRIDGE, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AG5221'TWO NORTHEAST TRAFFIC LANES OF THE HIGHWAY, 4.9 FEET SOUTH OF A
 AG5221'NO PEDESTRIANS BEYOND THIS POINT SIGN, AND ABOUT LEVEL WITH THE
 AG5221'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0011 ***********************************************************************
 AG0011  DESIGNATION -  126 FLHD
 AG0011  PID         -  AG0011
 AG0011  STATE/COUNTY-  FL/PINELLAS
 AG0011  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0011
 AG0011                         *CURRENT SURVEY CONTROL
 AG0011  ___________________________________________________________________
 AG0011* NAD 83(1986)-  27 44 01.     (N)    082 44 47.     (W)     SCALED    
 AG0011* NAVD 88     -         1.464  (meters)       4.80   (feet)  ADJUSTED  
 AG0011  ___________________________________________________________________
 AG0011  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0011  DYNAMIC HT  -           1.462 (meters)       4.80  (feet)  COMP
 AG0011  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 AG0011
 AG0011  VERT ORDER  -  SECOND    CLASS II
 AG0011
 AG0011.The horizontal coordinates were scaled from a topographic map and have
 AG0011.an estimated accuracy of +/- 6 seconds.
 AG0011
 AG0011.The orthometric height was determined by differential leveling
 AG0011.and adjusted by the National Geodetic Survey in June 1991..
 AG0011
 AG0011.The geoid height was determined by GEOID03.
 AG0011
 AG0011.The dynamic height is computed by dividing the NAVD 88
 AG0011.geopotential number by the normal gravity value computed on the
 AG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0011.degrees latitude (g = 980.6199 gals.).
 AG0011
 AG0011.The modeled gravity was interpolated from observed gravity values.
 AG0011
 AG0011;                    North         East    Units  Estimated Accuracy
 AG0011;SPC FL W     -   376,910.      126,410.      MT  (+/- 180 meters Scaled)
 AG0011
 AG0011                          SUPERSEDED SURVEY CONTROL
 AG0011
 AG0011  NGVD 29 (??/??/92)    1.743  (m)            5.72   (f) ADJ UNCH    2 2
 AG0011
 AG0011.Superseded values are not recommended for survey control.
 AG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0011.See file dsdata.txt to determine how the superseded data were derived.
 AG0011
 AG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL278689(NAD 83)
 AG0011_MARKER: DD = SURVEY DISK
 AG0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0011_SP_SET: CONCRETE INLET
 AG0011_STAMPING: 126 (SRD)
 AG0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0011
 AG0011  HISTORY     - Date     Condition        Report By
 AG0011  HISTORY     - UNK      MONUMENTED       FLHD
 AG0011  HISTORY     - 1975     GOOD             FLDT
 AG0011  HISTORY     - 1978     GOOD             FL-103
 AG0011  HISTORY     - 1991     GOOD             USPSQD
 AG0011  HISTORY     - 19990202 GOOD             USPSQD
 AG0011  HISTORY     - 20010216 GOOD             USPSQD
 AG0011  HISTORY     - 20010331 GOOD             NGS
 AG0011
 AG0011                          STATION DESCRIPTION
 AG0011
 AG0011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0011'AT ST PETERSBURG BCH.
 AG0011'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0011'AND GULF BLVD. (S.R. 699 AND/OR 5TH STREET), RUN SOUTHERLY ALONG
 AG0011'GULF BLVD. FOR 0.6 MILE.  STATION ON RIGHT, 132.0 FT. SE OF THE
 AG0011'NE CORNER OF THE COLONIAL INN MOTEL (6300 GULF BLVD.), 96.5 FT.
 AG0011'SOUTH OF CONCRETE LIGHT POLE (NO NUMBER), 32.5 FT. WEST OF THE
 AG0011'CENTERLINE OF GULF BLVD.  SET IN TOP OF A CONCRETE INLET.
 AG0011'SECTION 1, T 32 S, R 15 E.
 AG0011
 AG0011                          STATION RECOVERY (1978)
 AG0011
 AG0011'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0011'RECOVERED IN GOOD CONDITION.
 AG0011
 AG0011                          STATION RECOVERY (1991)
 AG0011
 AG0011'RECOVERY NOTE BY US POWER SQUADRON 1991 (FW)
 AG0011'RECOVERED IN GOOD CONDITION.
 AG0011
 AG0011                          STATION RECOVERY (1999)
 AG0011
 AG0011'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0011'RECOVERED IN GOOD CONDITION.
 AG0011
 AG0011                          STATION RECOVERY (2001)
 AG0011
 AG0011'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0011'THE COLONIAL INN MOTEL IS NOW THE TRAVELODGE MOTEL.
 AG0011
 AG0011                          STATION RECOVERY (2001)
 AG0011
 AG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0011'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3339 ***********************************************************************
 AF3339  DESIGNATION -  12.60
 AF3339  PID         -  AF3339
 AF3339  STATE/COUNTY-  FL/INDIAN RIVER
 AF3339  USGS QUAD   -  RIOMAR (1992)
 AF3339
 AF3339                         *CURRENT SURVEY CONTROL
 AF3339  ___________________________________________________________________
 AF3339* NAD 83(1986)-  27 39 06.     (N)    080 22 14.     (W)     SCALED    
 AF3339* NAVD 88     -         3.379  (meters)      11.09   (feet)  ADJUSTED  
 AF3339  ___________________________________________________________________
 AF3339  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF3339  DYNAMIC HT  -           3.374 (meters)      11.07  (feet)  COMP
 AF3339  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 AF3339
 AF3339  VERT ORDER  -  FIRST     CLASS II
 AF3339
 AF3339.The horizontal coordinates were scaled from a topographic map and have
 AF3339.an estimated accuracy of +/- 6 seconds.
 AF3339
 AF3339.The orthometric height was determined by differential leveling
 AF3339.and adjusted by the National Geodetic Survey in June 1991..
 AF3339
 AF3339.The geoid height was determined by GEOID03.
 AF3339
 AF3339.The dynamic height is computed by dividing the NAVD 88
 AF3339.geopotential number by the normal gravity value computed on the
 AF3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3339.degrees latitude (g = 980.6199 gals.).
 AF3339
 AF3339.The modeled gravity was interpolated from observed gravity values.
 AF3339
 AF3339;                    North         East    Units  Estimated Accuracy
 AF3339;SPC FL E     -   367,770.      262,110.      MT  (+/- 180 meters Scaled)
 AF3339
 AF3339                          SUPERSEDED SURVEY CONTROL
 AF3339
 AF3339  NGVD 29 (??/??/92)    3.833  (m)           12.58   (f) ADJ UNCH    1 2
 AF3339
 AF3339.Superseded values are not recommended for survey control.
 AF3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3339.See file dsdata.txt to determine how the superseded data were derived.
 AF3339
 AF3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL620587(NAD 83)
 AF3339_MARKER: DD = SURVEY DISK
 AF3339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3339_SP_SET: SIDEWALK
 AF3339_STAMPING: 12.60
 AF3339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3339
 AF3339  HISTORY     - Date     Condition        Report By
 AF3339  HISTORY     - UNK      MONUMENTED       FLDT
 AF3339  HISTORY     - 1960     GOOD             NGS
 AF3339  HISTORY     - 1971     GOOD             NGS
 AF3339  HISTORY     - 1987     GOOD             USPSQD
 AF3339  HISTORY     - 1989     GOOD             USPSQD
 AF3339  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3339  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF3339
 AF3339                          STATION DESCRIPTION
 AF3339
 AF3339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AF3339'0.8 MI NE FROM VERO BEACH.
 AF3339'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 502 FROM THE FIRST
 AF3339'PRESBYTERIAN CHURCH AT VERO BEACH, IN TOP OF THE PEDESTRIAN
 AF3339'WALK AT THE NORTH CORNER OF CONCRETE HIGHWAY BRIDGE OVER INDIAN
 AF3339'RIVER, 2 1/2 FEET NORTHWEST OF THE NORTHWEST CURB LINE OF THE
 AF3339'BRIDGE, 2 FEET SOUTHWEST OF THE NORTHEAST END OF BRIDGE, 1 FOOT
 AF3339'SOUTHEAST OF THE SOUTHEAST FACE OF THE NORTHWEST GUARD-RAIL,
 AF3339'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3339
 AF3339                          STATION RECOVERY (1971)
 AF3339
 AF3339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3339'RECOVERED IN GOOD CONDITION.
 AF3339
 AF3339                          STATION RECOVERY (1987)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG)
 AF3339'RECOVERED IN GOOD CONDITION.
 AF3339
 AF3339                          STATION RECOVERY (1989)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3339'RECOVERED IN GOOD CONDITION.
 AF3339
 AF3339                          STATION RECOVERY (1996)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3339'MARK NOT FOUND.
 AF3339
 AF3339                          STATION RECOVERY (2005)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF3339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0012 ***********************************************************************
 AG0012  DESIGNATION -  127 FLHD
 AG0012  PID         -  AG0012
 AG0012  STATE/COUNTY-  FL/PINELLAS
 AG0012  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0012
 AG0012                         *CURRENT SURVEY CONTROL
 AG0012  ___________________________________________________________________
 AG0012* NAD 83(1986)-  27 43 43.     (N)    082 44 35.     (W)     SCALED    
 AG0012* NAVD 88     -         1.432  (meters)       4.70   (feet)  ADJUSTED  
 AG0012  ___________________________________________________________________
 AG0012  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0012  DYNAMIC HT  -           1.430 (meters)       4.69  (feet)  COMP
 AG0012  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AG0012
 AG0012  VERT ORDER  -  SECOND    CLASS II
 AG0012
 AG0012.The horizontal coordinates were scaled from a topographic map and have
 AG0012.an estimated accuracy of +/- 6 seconds.
 AG0012
 AG0012.The orthometric height was determined by differential leveling
 AG0012.and adjusted by the National Geodetic Survey in June 1991..
 AG0012
 AG0012.The geoid height was determined by GEOID03.
 AG0012
 AG0012.The dynamic height is computed by dividing the NAVD 88
 AG0012.geopotential number by the normal gravity value computed on the
 AG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0012.degrees latitude (g = 980.6199 gals.).
 AG0012
 AG0012.The modeled gravity was interpolated from observed gravity values.
 AG0012
 AG0012;                    North         East    Units  Estimated Accuracy
 AG0012;SPC FL W     -   376,360.      126,730.      MT  (+/- 180 meters Scaled)
 AG0012
 AG0012                          SUPERSEDED SURVEY CONTROL
 AG0012
 AG0012  NGVD 29 (??/??/92)    1.712  (m)            5.62   (f) ADJ UNCH    2 2
 AG0012
 AG0012.Superseded values are not recommended for survey control.
 AG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0012.See file dsdata.txt to determine how the superseded data were derived.
 AG0012
 AG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL281683(NAD 83)
 AG0012_MARKER: DD = SURVEY DISK
 AG0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0012_SP_SET: CONCRETE INLET
 AG0012_STAMPING: 127 (SRD)
 AG0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0012
 AG0012  HISTORY     - Date     Condition        Report By
 AG0012  HISTORY     - UNK      MONUMENTED       FLHD
 AG0012  HISTORY     - 1975     GOOD             FLDT
 AG0012  HISTORY     - 1978     GOOD             FL-103
 AG0012  HISTORY     - 19910403 GOOD             USPSQD
 AG0012  HISTORY     - 20000130 GOOD             USPSQD
 AG0012  HISTORY     - 20010216 GOOD             USPSQD
 AG0012
 AG0012                          STATION DESCRIPTION
 AG0012
 AG0012'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0012'AT ST PETERSBURG BCH.
 AG0012'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0012'AND GULF BLVD. (S.R. 699 AND/OR 5TH STREET), RUN SOUTHERLY ALONG
 AG0012'GULF BLVD. FOR 1.05 MILE TO THE INTERSECTION OF 55TH AVE.  STATION
 AG0012'ON LEFT IN THE SOUTHEAST CORNER OF INTERSECTION, 30.0 FT. SOUTH
 AG0012'OF THE CENTERLINE OF 55TH AVE., 37.0 FT. EAST OF THE CENTERLINE
 AG0012'OF GULF BLVD., 6.6 FT. SW OF A 10 INCH PALM TREE.  SET IN TOP
 AG0012'OF A CONCRETE INLET.  SECTION 6, T 32 S, R 16 E.
 AG0012
 AG0012                          STATION RECOVERY (1978)
 AG0012
 AG0012'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (1991)
 AG0012
 AG0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (2000)
 AG0012
 AG0012'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (2001)
 AG0012
 AG0012'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH7086 ***********************************************************************
 DH7086  DESIGNATION -  127 Z
 DH7086  PID         -  DH7086
 DH7086  STATE/COUNTY-  FL/NASSAU
 DH7086  USGS QUAD   -  HILLIARD (1992)
 DH7086
 DH7086                         *CURRENT SURVEY CONTROL
 DH7086  ___________________________________________________________________
 DH7086* NAD 83(1986)-  30 38 07.     (N)    081 57 28.     (W)     SCALED    
 DH7086* NAVD 88     -        28.285  (meters)      92.80   (feet)  ADJUSTED  
 DH7086  ___________________________________________________________________
 DH7086  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DH7086  DYNAMIC HT  -          28.249 (meters)      92.68  (feet)  COMP
 DH7086  MODELED GRAV-     979,375.8   (mgal)                       NAVD 88
 DH7086
 DH7086  VERT ORDER  -  SECOND    CLASS I
 DH7086
 DH7086.The horizontal coordinates were scaled from a topographic map and have
 DH7086.an estimated accuracy of +/- 6 seconds.
 DH7086
 DH7086.The orthometric height was determined by differential leveling
 DH7086.and adjusted by the National Geodetic Survey in January 2006..
 DH7086
 DH7086.The geoid height was determined by GEOID03.
 DH7086
 DH7086.The dynamic height is computed by dividing the NAVD 88
 DH7086.geopotential number by the normal gravity value computed on the
 DH7086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7086.degrees latitude (g = 980.6199 gals.).
 DH7086
 DH7086.The modeled gravity was interpolated from observed gravity values.
 DH7086
 DH7086;                    North         East    Units  Estimated Accuracy
 DH7086;SPC FL E     -   698,680.      108,190.      MT  (+/- 180 meters Scaled)
 DH7086
 DH7086                          SUPERSEDED SURVEY CONTROL
 DH7086
 DH7086.No superseded survey control is available for this station.
 DH7086
 DH7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP082895(NAD 83)
 DH7086_MARKER: DD = SURVEY DISK
 DH7086_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH7086+WITH SETTING: INFORMATION.
 DH7086_STAMPING: 127 Z GPS MON
 DH7086_MARK LOGO: NGS   
 DH7086_PROJECTION: FLUSH
 DH7086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7086+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DH7086
 DH7086  HISTORY     - Date     Condition        Report By
 DH7086  HISTORY     - 20000102 MONUMENTED       NGS
 DH7086  HISTORY     - 20040106 GOOD             FLDEP
 DH7086
 DH7086                          STATION DESCRIPTION
 DH7086
 DH7086'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH7086'THE MARK IS ABOUT 5.2 MI SOUTHWEST OF HILLIARD, IN SECTION 36,
 DH7086'TOWNSHIP 3 NORTH, RANGE 23  EAST.
 DH7086' 
 DH7086'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 (KINGS
 DH7086'ROAD) AND COUNTY  ROAD 108 (SECOND STREET) IN HILLIARD, GO
 DH7086'SOUTHWESTERLY ON COUNTY ROAD 108 (SECOND  STREET) FOR 1.0 MI TO THE
 DH7086'JUNCTION OF COUNTY ROAD C-115 ON THE RIGHT, CONTINUE SOUTH ON  COUNTY
 DH7086'ROAD 108 FOR 4.25 MI TO THE MARK ON THE LEFT, A DISK ATTACHED TO A ROD
 DH7086'IN  CONCRETE INSIDE A 5-INCH LOGO CAP FLUSH WITH THE GROUND AND LEVEL
 DH7086'WITH COUNTY ROAD  108.
 DH7086' 
 DH7086'LOCATED 91.5 FT EAST-SOUTHEAST OF AND ACROSS COUNTY ROAD FROM SURVEY
 DH7086'MARK NASSAU-34,  45.6 FT SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DH7086'108, 29.0 FT SOUTH OF THE SOUTHEAST  END OF A 24-INCH CULVERT UNDER
 DH7086'CR-108, 5.7 FT NORTHWEST OF A HOGWIRE FENCE, 5.5 FT  NORTHWEST OF A
 DH7086'CARSONITE WITNESS POST AND 5.0 FT NORTHWEST OF A RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0013 ***********************************************************************
 AG0013  DESIGNATION -  128 FLHD
 AG0013  PID         -  AG0013
 AG0013  STATE/COUNTY-  FL/PINELLAS
 AG0013  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0013
 AG0013                         *CURRENT SURVEY CONTROL
 AG0013  ___________________________________________________________________
 AG0013* NAD 83(1986)-  27 43 07.     (N)    082 44 23.     (W)     SCALED    
 AG0013* NAVD 88     -         1.129  (meters)       3.70   (feet)  ADJUSTED  
 AG0013  ___________________________________________________________________
 AG0013  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0013  DYNAMIC HT  -           1.127 (meters)       3.70  (feet)  COMP
 AG0013  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 AG0013
 AG0013  VERT ORDER  -  SECOND    CLASS II
 AG0013
 AG0013.The horizontal coordinates were scaled from a topographic map and have
 AG0013.an estimated accuracy of +/- 6 seconds.
 AG0013
 AG0013.The orthometric height was determined by differential leveling
 AG0013.and adjusted by the National Geodetic Survey in June 1991..
 AG0013
 AG0013.The geoid height was determined by GEOID03.
 AG0013
 AG0013.The dynamic height is computed by dividing the NAVD 88
 AG0013.geopotential number by the normal gravity value computed on the
 AG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0013.degrees latitude (g = 980.6199 gals.).
 AG0013
 AG0013.The modeled gravity was interpolated from observed gravity values.
 AG0013
 AG0013;                    North         East    Units  Estimated Accuracy
 AG0013;SPC FL W     -   375,250.      127,060.      MT  (+/- 180 meters Scaled)
 AG0013
 AG0013                          SUPERSEDED SURVEY CONTROL
 AG0013
 AG0013  NGVD 29 (??/??/92)    1.410  (m)            4.63   (f) ADJ UNCH    2 2
 AG0013
 AG0013.Superseded values are not recommended for survey control.
 AG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0013.See file dsdata.txt to determine how the superseded data were derived.
 AG0013
 AG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL284672(NAD 83)
 AG0013_MARKER: DD = SURVEY DISK
 AG0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0013_SP_SET: CONCRETE INLET
 AG0013_STAMPING: 128 (SRD)
 AG0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0013
 AG0013  HISTORY     - Date     Condition        Report By
 AG0013  HISTORY     - UNK      MONUMENTED       FLHD
 AG0013  HISTORY     - 1975     GOOD             FLDT
 AG0013  HISTORY     - 1978     GOOD             FL-103
 AG0013  HISTORY     - 1991     GOOD             USPSQD
 AG0013  HISTORY     - 19990202 GOOD             USPSQD
 AG0013  HISTORY     - 20000130 GOOD             USPSQD
 AG0013  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 AG0013  HISTORY     - 20010331 GOOD             NGS
 AG0013
 AG0013                          STATION DESCRIPTION
 AG0013
 AG0013'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0013'AT ST PETERSBURG BCH.
 AG0013'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0013'AND GULF BLVD. (S.R. 699 AND/OR 5TH STREET), RUN SOUTHERLY ALONG
 AG0013'GULF BLVD. FOR 1.8 MILE.  STATION ON LEFT, 87.5 FT. NORTH OF
 AG0013'44TH AVE., 37.0 FT. EAST OF THE CENTERLINE OF GULF BLVD., 63.6 FT.
 AG0013'SOUTH OF A CONCRETE POWER AND LIGHT POLE, NUMBER 63447-R.  SET
 AG0013'IN TOP OF A CONCRETE INLET.  SECTION 7, T 32 S, R 16 E.
 AG0013
 AG0013                          STATION RECOVERY (1978)
 AG0013
 AG0013'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (1991)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 1991 (WBL)
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (1999)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (2000)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (2001)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0013'NEW CONCRETE HAS BEEN LAID IN THIS AREA.
 AG0013
 AG0013                          STATION RECOVERY (2001)
 AG0013
 AG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0013'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5246 ***********************************************************************
 AB5246  DESIGNATION -  1289 15
 AB5246  PID         -  AB5246
 AB5246  STATE/COUNTY-  FL/LAKE
 AB5246  USGS QUAD   -  ASTATULA (1984)
 AB5246
 AB5246                         *CURRENT SURVEY CONTROL
 AB5246  ___________________________________________________________________
 AB5246* NAD 83(1986)-  28 42 36.     (N)    081 43 24.     (W)     SCALED    
 AB5246* NAVD 88     -        28.805  (meters)      94.50   (feet)  ADJUSTED  
 AB5246  ___________________________________________________________________
 AB5246  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB5246  DYNAMIC HT  -          28.764 (meters)      94.37  (feet)  COMP
 AB5246  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 AB5246
 AB5246  VERT ORDER  -  SECOND    CLASS I
 AB5246
 AB5246.The horizontal coordinates were scaled from a topographic map and have
 AB5246.an estimated accuracy of +/- 6 seconds.
 AB5246
 AB5246.The orthometric height was determined by differential leveling
 AB5246.and adjusted by the National Geodetic Survey in September 1996..
 AB5246
 AB5246.The geoid height was determined by GEOID03.
 AB5246
 AB5246.The dynamic height is computed by dividing the NAVD 88
 AB5246.geopotential number by the normal gravity value computed on the
 AB5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5246.degrees latitude (g = 980.6199 gals.).
 AB5246
 AB5246.The modeled gravity was interpolated from observed gravity values.
 AB5246
 AB5246;                    North         East    Units  Estimated Accuracy
 AB5246;SPC FL E     -   485,110.      129,330.      MT  (+/- 180 meters Scaled)
 AB5246
 AB5246                          SUPERSEDED SURVEY CONTROL
 AB5246
 AB5246.No superseded survey control is available for this station.
 AB5246
 AB5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM293760(NAD 83)
 AB5246_MARKER: DD = SURVEY DISK
 AB5246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5246_SP_SET: HEADWALL
 AB5246_STAMPING: BM 1289-15
 AB5246_MARK LOGO: NONE  
 AB5246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5246+STABILITY: SURFACE MOTION
 AB5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5246+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 AB5246
 AB5246  HISTORY     - Date     Condition        Report By
 AB5246  HISTORY     - UNK      MONUMENTED       LOCENG
 AB5246  HISTORY     - 19940615 GOOD             NGS
 AB5246
 AB5246                          STATION DESCRIPTION
 AB5246
 AB5246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5246'THE MARK IS ABOUT 0.6 MI (1.0 KM) EAST OF ASTATULA IN SECTION 28,
 AB5246'TOWNSHIP 20 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE JUNCTION
 AB5246'OF FLORIDA AVENUE ON THE LEFT, COUNTY ROAD 48 ON THE RIGHT AND COUNTY
 AB5246'ROAD 561 IN ASTATULA, GO EAST ON COUNTY ROAD 48 FOR 0.6 MI (1.0 KM) TO
 AB5246'THE ASTATULA ESTATES TRAILER PARK ON THE LEFT AND THE MARK ON THE
 AB5246'LEFT, SET IN THE TOP OF THE CONCRETE HEADWALL ABOUT 0.5 FT (15.2 CM)
 AB5246'BELOW THE LEVEL OF COUNTY ROAD 48, 42.4 FT (12.9 M) SOUTHWEST OF THE
 AB5246'EAST END OF THE BRICK ESTATES SIGN, 40.5 FT (12.3 M) SOUTH OF THE
 AB5246'NORTH END OF THE BRICK ESTATES SIGN, 35.8 FT (10.9 M) NORTH OF THE
 AB5246'APPROXIMATE CENTERLINE OF COUNTY ROAD 48, 31.5 FT (9.6 M) EAST OF THE
 AB5246'APPROXIMATE CENTERLINE OF THE ENTRANCE DRIVEWAY TO THE TRAILER PARK,
 AB5246'6.0 FT (1.8 M) NORTH OF THE SOUTH END OF THE CONCRETE HEADWALL AND 6.0
 AB5246'FT (1.8 M) SOUTH OF THE NORTH END OF THE CONCRETE HEADWALL.  NOTE THE
 AB5246'2-INCH ALUMINUM DISK IS PROJECTING ABOUT 1/2-INCH ABOVE THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9104 ***********************************************************************
 DE9104  DESIGNATION -  12.9 300 Z
 DE9104  PID         -  DE9104
 DE9104  STATE/COUNTY-  FL/MANATEE
 DE9104  USGS QUAD   -  RYE (1979)
 DE9104
 DE9104                         *CURRENT SURVEY CONTROL
 DE9104  ___________________________________________________________________
 DE9104* NAD 83(1986)-  27 36 00.     (N)    082 17 39.     (W)     SCALED    
 DE9104* NAVD 88     -        26.122  (meters)      85.70   (feet)  ADJUSTED  
 DE9104  ___________________________________________________________________
 DE9104  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DE9104  DYNAMIC HT  -          26.083 (meters)      85.57  (feet)  COMP
 DE9104  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 DE9104
 DE9104  VERT ORDER  -  SECOND    CLASS I
 DE9104
 DE9104.The horizontal coordinates were scaled from a topographic map and have
 DE9104.an estimated accuracy of +/- 6 seconds.
 DE9104
 DE9104.The orthometric height was determined by differential leveling
 DE9104.and adjusted by the National Geodetic Survey in May 2004..
 DE9104
 DE9104.The geoid height was determined by GEOID03.
 DE9104
 DE9104.The dynamic height is computed by dividing the NAVD 88
 DE9104.geopotential number by the normal gravity value computed on the
 DE9104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9104.degrees latitude (g = 980.6199 gals.).
 DE9104
 DE9104.The modeled gravity was interpolated from observed gravity values.
 DE9104
 DE9104;                    North         East    Units  Estimated Accuracy
 DE9104;SPC FL W     -   361,920.      170,960.      MT  (+/- 180 meters Scaled)
 DE9104
 DE9104                          SUPERSEDED SURVEY CONTROL
 DE9104
 DE9104.No superseded survey control is available for this station.
 DE9104
 DE9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL722535(NAD 83)
 DE9104_MARKER: DD = SURVEY DISK
 DE9104_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9104+WITH SETTING: INFORMATION.
 DE9104_STAMPING: 12.9-300Z LB 262
 DE9104_MARK LOGO: GULFST
 DE9104_PROJECTION: RECESSED 5 CENTIMETERS
 DE9104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9104+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE9104
 DE9104  HISTORY     - Date     Condition        Report By
 DE9104  HISTORY     - UNK      MONUMENTED       GULFST
 DE9104  HISTORY     - 20020529 GOOD             FLDEP
 DE9104
 DE9104                          STATION DESCRIPTION
 DE9104
 DE9104'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9104'THE MARK IS ABOUT 8.2 MI EAST OF PARRISH, IN SECTION 15, TOWNSHIP 33
 DE9104'SOUTH, RANGE 20 EAST.
 DE9104' 
 DE9104'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9104'62 IN PARRISH,
 DE9104'GO EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN
 DE9104'ROAD ON THE LEFT,
 DE9104'CONTINUE EAST ON STATE ROAD 62 FOR 4.35 MI TO THE MARK ON THE RIGHT, A
 DE9104'ROD AND DISC SET IN
 DE9104'CONCRETE RECESSED 0.2 FT BELOW THE LEVEL OF A 6-INCH PVC PIPE FLUSH
 DE9104'WITH THE GROUND
 DE9104'AND ABOUT 0.8 FT BELOW THE LEVEL 0F STATE ROAD 62.
 DE9104' 
 DE9104'LOCATED 191.0 FT SOUTHEAST OF POWER POLE NUMBER 16-283, 55.5 FT SOUTH
 DE9104'OF THE
 DE9104'APPROXIMATE CENTERLINE OF STATE ROAD 62, 44.0 FT SOUTH OF THE EDGE OF
 DE9104'THE PAVEMENT OF
 DE9104'STATE ROAD 62, 33.1 FT NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 DE9104'ROAD ON THE NORTH
 DE9104'EDGE OF AN ORANGE GROVE AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 DE9104'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0014 ***********************************************************************
 AG0014  DESIGNATION -  129 FLHD
 AG0014  PID         -  AG0014
 AG0014  STATE/COUNTY-  FL/PINELLAS
 AG0014  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0014
 AG0014                         *CURRENT SURVEY CONTROL
 AG0014  ___________________________________________________________________
 AG0014* NAD 83(1986)-  27 42 55.     (N)    082 44 17.     (W)     SCALED    
 AG0014* NAVD 88     -         1.154  (meters)       3.79   (feet)  ADJUSTED  
 AG0014  ___________________________________________________________________
 AG0014  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0014  DYNAMIC HT  -           1.152 (meters)       3.78  (feet)  COMP
 AG0014  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 AG0014
 AG0014  VERT ORDER  -  SECOND    CLASS II
 AG0014
 AG0014.The horizontal coordinates were scaled from a topographic map and have
 AG0014.an estimated accuracy of +/- 6 seconds.
 AG0014
 AG0014.The orthometric height was determined by differential leveling
 AG0014.and adjusted by the National Geodetic Survey in June 1991..
 AG0014
 AG0014.The geoid height was determined by GEOID03.
 AG0014
 AG0014.The dynamic height is computed by dividing the NAVD 88
 AG0014.geopotential number by the normal gravity value computed on the
 AG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0014.degrees latitude (g = 980.6199 gals.).
 AG0014
 AG0014.The modeled gravity was interpolated from observed gravity values.
 AG0014
 AG0014;                    North         East    Units  Estimated Accuracy
 AG0014;SPC FL W     -   374,880.      127,220.      MT  (+/- 180 meters Scaled)
 AG0014
 AG0014                          SUPERSEDED SURVEY CONTROL
 AG0014
 AG0014  NGVD 29 (??/??/92)    1.436  (m)            4.71   (f) ADJ UNCH    2 2
 AG0014
 AG0014.Superseded values are not recommended for survey control.
 AG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0014.See file dsdata.txt to determine how the superseded data were derived.
 AG0014
 AG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286668(NAD 83)
 AG0014_MARKER: DD = SURVEY DISK
 AG0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0014_SP_SET: CONCRETE INLET
 AG0014_STAMPING: 129 (SRD)
 AG0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0014
 AG0014  HISTORY     - Date     Condition        Report By
 AG0014  HISTORY     - UNK      MONUMENTED       FLHD
 AG0014  HISTORY     - 1975     GOOD             FLDT
 AG0014  HISTORY     - 1978     GOOD             FL-103
 AG0014  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 AG0014  HISTORY     - 19990202 GOOD             USPSQD
 AG0014  HISTORY     - 20000130 GOOD             USPSQD
 AG0014  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 AG0014  HISTORY     - 20010331 GOOD             NGS
 AG0014
 AG0014                          STATION DESCRIPTION
 AG0014
 AG0014'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0014'AT ST PETERSBURG BCH.
 AG0014'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0014'AND GULF BLVD. (S.R. 699 AND/OR 5TH STREET), RUN SOUTHERLY ALONG
 AG0014'GULF BLVD. FOR 2.05 MILE.  STATION ON LEFT, 35.5 FT. EAST OF
 AG0014'THE CENTERLINE OF GULF BLVD., 39.5 FT. N/NW OF THE NW CORNER
 AG0014'OF CONCRETE BLOCK BUILDING (3851 GULF BLVD.), 13.4 FT. NORTH
 AG0014'OF A POWER AND LIGHT POLE (NO NUMBER).  SET IN TOP OF A CONCRETE
 AG0014'INLET.  SECTION 7, T 32 S, R 16 E.
 AG0014
 AG0014                          STATION RECOVERY (1978)
 AG0014
 AG0014'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0014'RECOVERED IN GOOD CONDITION.
 AG0014
 AG0014                          STATION RECOVERY (1991)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0014'MARK NOT FOUND.
 AG0014
 AG0014                          STATION RECOVERY (1999)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0014'RECOVERED IN GOOD CONDITION.
 AG0014
 AG0014                          STATION RECOVERY (2000)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0014'RECOVERED IN GOOD CONDITION.
 AG0014
 AG0014                          STATION RECOVERY (2001)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0014'NEW CONCRETE HAS BEEN LAID IN THIS AREA.
 AG0014
 AG0014                          STATION RECOVERY (2001)
 AG0014
 AG0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0014'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5247 ***********************************************************************
 AB5247  DESIGNATION -  1290 15
 AB5247  PID         -  AB5247
 AB5247  STATE/COUNTY-  FL/LAKE
 AB5247  USGS QUAD   -  ASTATULA (1984)
 AB5247
 AB5247                         *CURRENT SURVEY CONTROL
 AB5247  ___________________________________________________________________
 AB5247* NAD 83(1986)-  28 42 38.     (N)    081 43 59.     (W)     SCALED    
 AB5247* NAVD 88     -        27.328  (meters)      89.66   (feet)  ADJUSTED  
 AB5247  ___________________________________________________________________
 AB5247  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB5247  DYNAMIC HT  -          27.289 (meters)      89.53  (feet)  COMP
 AB5247  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 AB5247
 AB5247  VERT ORDER  -  SECOND    CLASS I
 AB5247
 AB5247.The horizontal coordinates were scaled from a topographic map and have
 AB5247.an estimated accuracy of +/- 6 seconds.
 AB5247
 AB5247.The orthometric height was determined by differential leveling
 AB5247.and adjusted by the National Geodetic Survey in September 1996..
 AB5247
 AB5247.Photographs are available for this station.
 AB5247
 AB5247.The geoid height was determined by GEOID03.
 AB5247
 AB5247.The dynamic height is computed by dividing the NAVD 88
 AB5247.geopotential number by the normal gravity value computed on the
 AB5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5247.degrees latitude (g = 980.6199 gals.).
 AB5247
 AB5247.The modeled gravity was interpolated from observed gravity values.
 AB5247
 AB5247;                    North         East    Units  Estimated Accuracy
 AB5247;SPC FL E     -   485,170.      128,380.      MT  (+/- 180 meters Scaled)
 AB5247
 AB5247                          SUPERSEDED SURVEY CONTROL
 AB5247
 AB5247.No superseded survey control is available for this station.
 AB5247
 AB5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM284761(NAD 83)
 AB5247_MARKER: DD = SURVEY DISK
 AB5247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5247_SP_SET: SIDEWALK
 AB5247_STAMPING: BM 1290 15
 AB5247_MARK LOGO: SJRWMD
 AB5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5247+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 AB5247
 AB5247  HISTORY     - Date     Condition        Report By
 AB5247  HISTORY     - UNK      MONUMENTED       LOCENG
 AB5247  HISTORY     - 19940615 GOOD             NGS
 AB5247  HISTORY     - 20040623 GOOD             FLDEP
 AB5247
 AB5247                          STATION DESCRIPTION
 AB5247
 AB5247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5247'THE MARK IS IN ASTATULA AT THE TOWNHALL AND POLICE DEPARTMENT IN
 AB5247'SECTION 29, TOWNSHIP 20 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM
 AB5247'THE JUNCTION OF FLORIDA AVENUE ON THE LEFT, COUNTY ROAD 48 ON THE
 AB5247'RIGHT AND COUNTY ROAD 561 IN ASTATULA, GO NORTH ON COUNTY ROAD 561 FOR
 AB5247'0.05 MI (0.08 KM) TO THE TOWNHHALL AND POLICE DEPARTMENT AND THE MARK
 AB5247'ON THE LEFT, SET IN THE TOP OF THE CONCRETE SIDEWALK ABOUT 1.0 FT (0.3
 AB5247'M) BELOW THE LEVEL OF COUNTY ROAD 561.  LOCATED 47.2 FT (14.4 M) SOUTH
 AB5247'OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 561, 24.2 FT (7.4 M)
 AB5247'SOUTH-SOUOTHEAST OF THE NORTHEAST CORNER OF THE TOWNHALL POLICE
 AB5247'DEPARTMENT BUILDING, 2.5 FT (0.8 M) NORTH-NORTHEAST OF THE SOUTHEAST
 AB5247'CORNER OF THE TOWNHALL POLICE DEPARTMENT BUILDING AND 0.9 FT (27.4 CM)
 AB5247'EAST OF THE EAST FACE OF THE TOWNHALL POLICE DEPARTMENT BUILDING.
 AB5247'NOTE THE 2-INCH ALUMINUM DISK IS PROJECTING ABOUT 1/2-INCH ABOVE THE
 AB5247'SIDEWALK.
 AB5247
 AB5247                          STATION RECOVERY (2004)
 AB5247
 AB5247'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AB5247'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1635 ***********************************************************************
 AK1635  DESIGNATION -  13
 AK1635  PID         -  AK1635
 AK1635  STATE/COUNTY-  FL/POLK
 AK1635  USGS QUAD   -  DAVENPORT (1985)
 AK1635
 AK1635                         *CURRENT SURVEY CONTROL
 AK1635  ___________________________________________________________________
 AK1635* NAD 83(1986)-  28 09 18.     (N)    081 36 21.     (W)     SCALED    
 AK1635* NAVD 88     -        44.149  (meters)     144.85   (feet)  ADJUSTED  
 AK1635  ___________________________________________________________________
 AK1635  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AK1635  DYNAMIC HT  -          44.083 (meters)     144.63  (feet)  COMP
 AK1635  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 AK1635
 AK1635  VERT ORDER  -  FIRST     CLASS II
 AK1635
 AK1635.The horizontal coordinates were scaled from a topographic map and have
 AK1635.an estimated accuracy of +/- 6 seconds.
 AK1635
 AK1635.The orthometric height was determined by differential leveling
 AK1635.and adjusted by the National Geodetic Survey in June 1991..
 AK1635
 AK1635.The geoid height was determined by GEOID03.
 AK1635
 AK1635.The dynamic height is computed by dividing the NAVD 88
 AK1635.geopotential number by the normal gravity value computed on the
 AK1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1635.degrees latitude (g = 980.6199 gals.).
 AK1635
 AK1635.The modeled gravity was interpolated from observed gravity values.
 AK1635
 AK1635;                    North         East    Units  Estimated Accuracy
 AK1635;SPC FL W     -   423,450.      238,710.      MT  (+/- 180 meters Scaled)
 AK1635
 AK1635                          SUPERSEDED SURVEY CONTROL
 AK1635
 AK1635  NGVD 29 (??/??/92)   44.405  (m)          145.69   (f) ADJ UNCH    1 2
 AK1635
 AK1635.Superseded values are not recommended for survey control.
 AK1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1635.See file dsdata.txt to determine how the superseded data were derived.
 AK1635
 AK1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM405145(NAD 83)
 AK1635_MARKER: Z = SEE DESCRIPTION
 AK1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1635_SP_SET: FIRE HYDRANT
 AK1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1635
 AK1635  HISTORY     - Date     Condition        Report By
 AK1635  HISTORY     - UNK      MONUMENTED       FLHD
 AK1635  HISTORY     - 1958     GOOD             NGS
 AK1635  HISTORY     - 20030915 MARK NOT FOUND   FL-105
 AK1635  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AK1635
 AK1635                          STATION DESCRIPTION
 AK1635
 AK1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AK1635'0.2 MI S FROM DAVENPORT.
 AK1635'0.25 MILE SOUTH ALONG U.S. HIGHWAYS 17 AND 92 FROM THE ATLANTIC
 AK1635'COAST LINE RAILROAD STATION AT DAVENPORT AT A JUNCTION WITH A
 AK1635'PAVED STREET LEADING EAST, 112 FT. SOUTHEAST OF THE SOUTHEAST
 AK1635'RAIL OF THE ATLANTIC COAST LINE RAILROAD, 47 FT. SOUTHEAST OF
 AK1635'THE CENTER LINE OF THE HIGHWAY, 30.5 FT. NORTH OF THE CENTER
 AK1635'LINE OF THE STREET LEADING EAST, 35 FT. EAST OF A POWER POLE, THE
 AK1635'TOP OF A FIRE HYDRANT WHICH HAS TWO (2) CHISELED MARKS ON IT.
 AK1635'IT IS BELIEVED THAT THESE ARE WHAT IS REFERRED TO AS AN ARROW
 AK1635'IN THE ORIGINAL DESCRIPTION.
 AK1635
 AK1635                          STATION RECOVERY (2003)
 AK1635
 AK1635'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK1635'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1635'DEPARTMENT.
 AK1635
 AK1635                          STATION RECOVERY (2005)
 AK1635
 AK1635'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AK1635'NO FIRE HYDRANT WAS FOUND AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5814 ***********************************************************************
 DG5814  DESIGNATION -  13 85 A12 R 16
 DG5814  PID         -  DG5814
 DG5814  STATE/COUNTY-  FL/MANATEE
 DG5814  USGS QUAD   -  ANNA MARIA (1981)
 DG5814
 DG5814                         *CURRENT SURVEY CONTROL
 DG5814  ___________________________________________________________________
 DG5814* NAD 83(1986)-  27 30 29.     (N)    082 43 08.     (W)     SCALED    
 DG5814* NAVD 88     -         2.057  (meters)       6.75   (feet)  ADJUSTED  
 DG5814  ___________________________________________________________________
 DG5814  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DG5814  DYNAMIC HT  -           2.054 (meters)       6.74  (feet)  COMP
 DG5814  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 DG5814
 DG5814  VERT ORDER  -  SECOND    CLASS I
 DG5814
 DG5814.The horizontal coordinates were scaled from a topographic map and have
 DG5814.an estimated accuracy of +/- 6 seconds.
 DG5814
 DG5814.The orthometric height was determined by differential leveling
 DG5814.and adjusted by the National Geodetic Survey in August 2004..
 DG5814
 DG5814.The geoid height was determined by GEOID03.
 DG5814
 DG5814.The dynamic height is computed by dividing the NAVD 88
 DG5814.geopotential number by the normal gravity value computed on the
 DG5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5814.degrees latitude (g = 980.6199 gals.).
 DG5814
 DG5814.The modeled gravity was interpolated from observed gravity values.
 DG5814
 DG5814;                    North         East    Units  Estimated Accuracy
 DG5814;SPC FL W     -   351,900.      128,970.      MT  (+/- 180 meters Scaled)
 DG5814
 DG5814                          SUPERSEDED SURVEY CONTROL
 DG5814
 DG5814.No superseded survey control is available for this station.
 DG5814
 DG5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL302438(NAD 83)
 DG5814_MARKER: DD = SURVEY DISK
 DG5814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5814_SP_SET: DRIVEWAY
 DG5814_STAMPING: 13 85 A12 R-16
 DG5814_MARK LOGO: FLDNR 
 DG5814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5814+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 DG5814
 DG5814  HISTORY     - Date     Condition        Report By
 DG5814  HISTORY     - 1985     MONUMENTED       FLDNR
 DG5814  HISTORY     - 20020417 GOOD             FLDEP
 DG5814
 DG5814                          STATION DESCRIPTION
 DG5814
 DG5814'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5814'THE MARK IS ON ANNA MARIA ISLAND ABOUT 1.0 MI NORTHWEST OF HOLMES
 DG5814'BEACH, IN SECTION 20,  TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DG5814' 
 DG5814'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5814'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5814'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 1.1 MI
 DG5814'TO THE MARK ON THE LEFT, SET FLUSH IN THE NORTH END  OF A CONCRETE
 DG5814'DRIVEWAY LEVEL WITH THE GROUND AND ABOUT LEVEL WITH GULF DRIVE.
 DG5814' 
 DG5814'LOCATED 32.8 FT NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AT
 DG5814'5614, 11.5 FT  NORTHWEST OF THE APPROXIMATE CENTERLINE OF GULF DRIVE
 DG5814'AND 4.7 FT SOUTHEAST OF THE  SOUTHEAST END OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7290 ***********************************************************************
 DG7290  DESIGNATION -  13 92
 DG7290  PID         -  DG7290
 DG7290  STATE/COUNTY-  FL/COLLIER
 DG7290  USGS QUAD   -  BELLE MEADE NW (1987)
 DG7290
 DG7290                         *CURRENT SURVEY CONTROL
 DG7290  ___________________________________________________________________
 DG7290* NAD 83(1986)-  26 13 45.     (N)    081 40 17.     (W)     SCALED    
 DG7290* NAVD 88     -         3.831  (meters)      12.57   (feet)  ADJUSTED  
 DG7290  ___________________________________________________________________
 DG7290  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 DG7290  DYNAMIC HT  -           3.824 (meters)      12.55  (feet)  COMP
 DG7290  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 DG7290
 DG7290  VERT ORDER  -  SECOND    CLASS I
 DG7290
 DG7290.The horizontal coordinates were scaled from a topographic map and have
 DG7290.an estimated accuracy of +/- 6 seconds.
 DG7290
 DG7290.The orthometric height was determined by differential leveling
 DG7290.and adjusted by the National Geodetic Survey in March 2005..
 DG7290
 DG7290.The geoid height was determined by GEOID03.
 DG7290
 DG7290.The dynamic height is computed by dividing the NAVD 88
 DG7290.geopotential number by the normal gravity value computed on the
 DG7290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7290.degrees latitude (g = 980.6199 gals.).
 DG7290
 DG7290.The modeled gravity was interpolated from observed gravity values.
 DG7290
 DG7290;                    North         East    Units  Estimated Accuracy
 DG7290;SPC FL E     -   210,180.      132,920.      MT  (+/- 180 meters Scaled)
 DG7290
 DG7290                          SUPERSEDED SURVEY CONTROL
 DG7290
 DG7290.No superseded survey control is available for this station.
 DG7290
 DG7290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK329012(NAD 83)
 DG7290_MARKER: DD = SURVEY DISK
 DG7290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7290_SP_SET: CONCRETE LEDGE
 DG7290_STAMPING: 13 92
 DG7290_MARK LOGO: SFLWMD
 DG7290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7290+STABILITY: SURFACE MOTION
 DG7290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7290+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 DG7290
 DG7290  HISTORY     - Date     Condition        Report By
 DG7290  HISTORY     - UNK      MONUMENTED       SFLWMD
 DG7290  HISTORY     - 20030613 GOOD             FLDEP
 DG7290
 DG7290                          STATION DESCRIPTION
 DG7290
 DG7290'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG7290'THE MARK IS ABOUT 9.0 MI NORTHEAST OF NAPLES, IN SECTION 2, TOWNSHIP
 DG7290'49 SOUTH, RANGE 26  EAST.
 DG7290' 
 DG7290'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 951 (COLLIER
 DG7290'BOULEVARD) AND  COUNTY ROAD 876 (GOLDEN GATE BOULEVARD) ABOUT 8.0 MI
 DG7290'NORTHEAST OF NAPLES, GO EAST ON  GOLDEN GATE BOULEVARD FOR 1.0 MI TO
 DG7290'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A  CONCRETE LEDGE
 DG7290'ABUTTING THE NORTHWEST CORNER OF A CONCRETE BOX CULVERT ABOUT 1.0 FT
 DG7290'BELOW THE LEVEL OF GOLDEN GATE BOULEVARD.
 DG7290' 
 DG7290'LOCATED 40.4 FT NORTH OF THE APPROXIMATE CENTERLINE OF GOLDEN GATE
 DG7290'BOULEVARD, 26.4 FT  NORTHEAST OF POWER POLE NUMBER 112-140, 22.2 FT
 DG7290'WEST OF THE APPROXIMATE CENTER OF A  BOX CULVERT, 17.0 FT NORTH OF A
 DG7290'FLASHING SCHOOL SPEED LIMIT SIGN, 14.1 FT EAST OF THE WEST  END OF A
 DG7290'METAL HAND RAIL AND 13.0 FT EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8605 ***********************************************************************
 DE8605  DESIGNATION -  13 CMP
 DE8605  PID         -  DE8605
 DE8605  STATE/COUNTY-  FL/PUTNAM
 DE8605  USGS QUAD   -  CRESCENT CITY (1994)
 DE8605
 DE8605                         *CURRENT SURVEY CONTROL
 DE8605  ___________________________________________________________________
 DE8605* NAD 83(1986)-  29 27 00.     (N)    081 30 42.     (W)     SCALED    
 DE8605* NAVD 88     -         2.990  (meters)       9.81   (feet)  ADJUSTED  
 DE8605  ___________________________________________________________________
 DE8605  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DE8605  DYNAMIC HT  -           2.986 (meters)       9.80  (feet)  COMP
 DE8605  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 DE8605
 DE8605  VERT ORDER  -  SECOND    CLASS I
 DE8605
 DE8605.The horizontal coordinates were scaled from a topographic map and have
 DE8605.an estimated accuracy of +/- 6 seconds.
 DE8605
 DE8605.The orthometric height was determined by differential leveling
 DE8605.and adjusted by the National Geodetic Survey in September 2003..
 DE8605
 DE8605.The geoid height was determined by GEOID03.
 DE8605
 DE8605.The dynamic height is computed by dividing the NAVD 88
 DE8605.geopotential number by the normal gravity value computed on the
 DE8605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8605.degrees latitude (g = 980.6199 gals.).
 DE8605
 DE8605.The modeled gravity was interpolated from observed gravity values.
 DE8605
 DE8605;                    North         East    Units  Estimated Accuracy
 DE8605;SPC FL E     -   567,010.      150,360.      MT  (+/- 180 meters Scaled)
 DE8605
 DE8605                          SUPERSEDED SURVEY CONTROL
 DE8605
 DE8605.No superseded survey control is available for this station.
 DE8605
 DE8605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN503579(NAD 83)
 DE8605_MARKER: DD = SURVEY DISK
 DE8605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE8605_SP_SET: BOX CULVERT
 DE8605_STAMPING: 13 CMP 1969
 DE8605_MARK LOGO: DI    
 DE8605_MAGNETIC: P = MARKER IS A STEEL PIPE
 DE8605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8605+STABILITY: SURFACE MOTION
 DE8605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8605+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2001
 DE8605
 DE8605  HISTORY     - Date     Condition        Report By
 DE8605  HISTORY     - 1969     MONUMENTED       DI
 DE8605  HISTORY     - 20010524 GOOD             FLDEP
 DE8605
 DE8605                          STATION DESCRIPTION
 DE8605
 DE8605'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE8605'THE MARK IS IN CRESCENT CITY ABOUT 24.0 MI SOUTHEAST OF PALAKE, 6.0 MI
 DE8605'SOUTHEAST OF
 DE8605'POMONA PARK, IN SECTION 18, TOWNSHIP 12 SOUTH, RANGE 28 EAST.
 DE8605' 
 DE8605'TO REACH THE MARK FROM THE INTERSECTION OF CENTER AVENUE AND U.S.
 DE8605'HIGHWAY 17 (SUMMIT STREET) IN CRESCENT CITY, GO NORTH ON U.S. HIGHWAY
 DE8605'17 (SUMMIT STREET) FOR 0.4 MI TO THE POST OFFICE ON THE LEFT, CONTINUE
 DE8605'NORTH ON U.S. HIGHWAY 17 (SUMMIT STREET) FOR 1.0 MI TO THE MARK ON THE
 DE8605'RIGHT, SET IN TOP OF A CONCRETE BOX CULVERT LEVEL WITH THE GROUND AND
 DE8605'ABOUT 6.0 FT BELOW THE LEVEL OF U.S.
 DE8605' 
 DE8605'LOCATED 65.7 FT SOUTH OF THE SOUTH ENTRANCE TO A MOTEL (THE SWAMP
 DE8605'RESTAURANT), 50.8 FT NORTH OF THE APPROXIMATE CENTERLINE OF AN ACCESS
 DE8605'ROAD TO A PARKING AREA (FLETCHER PARK), 11.0 FT NORTH OF THE SOUTH END
 DE8605'OF THE BOX CULVERT AND 5.7 FT SOUTH OF THE NORTH END OF THE BOX
 DE8605'CULVERT.
 DE8605' 
 DE8605' 
 DE8605' 
 DE8605' 
 DE8605' 
 DE8605' 
 DE8605' 
 DE8605' 
 DE8605'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6649 ***********************************************************************
 DG6649  DESIGNATION -  13 CMP
 DG6649  PID         -  DG6649
 DG6649  STATE/COUNTY-  FL/BAKER
 DG6649  USGS QUAD   -  MAXVILLE (1984)
 DG6649
 DG6649                         *CURRENT SURVEY CONTROL
 DG6649  ___________________________________________________________________
 DG6649* NAD 83(1986)-  30 13 15.     (N)    082 03 57.     (W)     SCALED    
 DG6649* NAVD 88     -        54.791  (meters)     179.76   (feet)  ADJUSTED  
 DG6649  ___________________________________________________________________
 DG6649  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG6649  DYNAMIC HT  -          54.719 (meters)     179.52  (feet)  COMP
 DG6649  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 DG6649
 DG6649  VERT ORDER  -  SECOND    CLASS I
 DG6649
 DG6649.The horizontal coordinates were scaled from a topographic map and have
 DG6649.an estimated accuracy of +/- 6 seconds.
 DG6649
 DG6649.The orthometric height was determined by differential leveling
 DG6649.and adjusted by the National Geodetic Survey in June 2005..
 DG6649
 DG6649.The geoid height was determined by GEOID03.
 DG6649
 DG6649.The dynamic height is computed by dividing the NAVD 88
 DG6649.geopotential number by the normal gravity value computed on the
 DG6649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6649.degrees latitude (g = 980.6199 gals.).
 DG6649
 DG6649.The modeled gravity was interpolated from observed gravity values.
 DG6649
 DG6649;                    North         East    Units  Estimated Accuracy
 DG6649;SPC FL N     -   137,830.      834,310.      MT  (+/- 180 meters Scaled)
 DG6649
 DG6649                          SUPERSEDED SURVEY CONTROL
 DG6649
 DG6649.No superseded survey control is available for this station.
 DG6649
 DG6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP974437(NAD 83)
 DG6649_MARKER: DD = SURVEY DISK
 DG6649_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6649_STAMPING: 13 CMP 1970
 DG6649_MARK LOGO: DI    
 DG6649_PROJECTION: PROJECTING 5 CENTIMETERS
 DG6649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6649+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 DG6649
 DG6649  HISTORY     - Date     Condition        Report By
 DG6649  HISTORY     - 1970     MONUMENTED       DI
 DG6649  HISTORY     - 20020824 GOOD             FLDEP
 DG6649
 DG6649                          STATION DESCRIPTION
 DG6649
 DG6649'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG6649'THE MARK IS ABOUT 5.3 MI SOUTHEAST OF MACCLENNY, 3.5 MI NORTHWEST OF
 DG6649'MAXVILLE, IN SECTION  24, TOWNSHIP 3 SOUTH, RANGE 22 EAST.
 DG6649' 
 DG6649'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 10 AND COUNTY ROAD
 DG6649'228, 1.7 MI  SOUTHEAST OF MACCLENNY, GO SOUTHEAST ON COUNTY ROAD 228
 DG6649'FOR 3.85 MI TO THE JUNCTION OF  A GRAVEL ROAD ON THE LEFT AND THE MARK
 DG6649'ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM  THE JUNCTION OF
 DG6649'COUNTY ROAD 228 WEST AND U.S. HIGHWAY 301 IN MAXVILLE, GO WEST ON
 DG6649'COUNTY ROAD 228 FOR 3.8 MI TO THE JUNCTION OF A GRAVEL ROAD ON THE
 DG6649'RIGHT AND THE MARK  ON THE RIGHT, SET IN THE TOP OF A 5-INCH SQUARE
 DG6649'CONCRETE POST PROJECTING 0.2 FT ABOVE  THE LEVEL OF THE GROUND AND
 DG6649'ABOUT 0.5 FT BELOW THE LEVEL OF COUNTY ROAD 228.
 DG6649' 
 DG6649'LOCATED 51.0 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 228,
 DG6649'18.0 FT  SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 DG6649'ROAD, 1.0 FT EAST OF A METAL  WITNESS POST AND 0.7 FT WEST OF A
 DG6649'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2183 ***********************************************************************
 AQ2183  DESIGNATION -  13 FL SRD BM 1977
 AQ2183  PID         -  AQ2183
 AQ2183  STATE/COUNTY-  FL/FLAGLER
 AQ2183  USGS QUAD   -  BUNNELL (1993)
 AQ2183
 AQ2183                         *CURRENT SURVEY CONTROL
 AQ2183  ___________________________________________________________________
 AQ2183* NAD 83(1990)-  29 24 58.21462(N)    081 22 15.50293(W)     ADJUSTED  
 AQ2183* NAVD 88     -         4.     (meters)      13.     (feet)  VERTCON   
 AQ2183  ___________________________________________________________________
 AQ2183  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AQ2183  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AQ2183
 AQ2183  HORZ ORDER  -  SECOND
 AQ2183
 AQ2183.The horizontal coordinates were established by classical geodetic methods
 AQ2183.and adjusted by the National Geodetic Survey in May 1991..
 AQ2183
 AQ2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AQ2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AQ2183
 AQ2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2183
 AQ2183.The geoid height was determined by GEOID03.
 AQ2183
 AQ2183;                    North         East     Units Scale Factor Converg.
 AQ2183;SPC FL E     -   563,212.604   164,000.522   MT  0.99995716   -0 10 55.9
 AQ2183;SPC FL E     - 1,847,806.68    538,058.38   sFT  0.99995716   -0 10 55.9
 AQ2183;UTM  17      - 3,254,152.420   464,012.805   MT  0.99961598   -0 10 55.9
 AQ2183
 AQ2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2183!SPC FL E     -   1.00000391  x   0.99995716  =   0.99996107
 AQ2183!UTM  17      -   1.00000391  x   0.99961598  =   0.99961989
 AQ2183
 AQ2183:                Primary Azimuth Mark                     Grid Az
 AQ2183:SPC FL E     -  HAW                                      179 15 12.3
 AQ2183:UTM  17      -  HAW                                      179 15 12.3
 AQ2183
 AQ2183|---------------------------------------------------------------------|
 AQ2183| PID    Reference Object                     Distance      Geod. Az  |
 AQ2183|                                                           dddmmss.s |
 AQ2183| AQ2182 HAW                                 451.308 METERS 1790416.4 |
 AQ2183| AQ2184 13 FL SRD BM 1977 A PT               17.019 METERS 21022     |
 AQ2183|---------------------------------------------------------------------|
 AQ2183
 AQ2183                          SUPERSEDED SURVEY CONTROL
 AQ2183
 AQ2183  NAD 83(1986)-  29 24 58.22236(N)    081 22 15.51340(W) AD(       ) 2
 AQ2183  NAD 27      -  29 24 57.31242(N)    081 22 16.27041(W) AD(       ) 2
 AQ2183  NGVD 29 (07/19/86)    4.     (m)           13.     (f) VERT ANG       
 AQ2183
 AQ2183.Superseded values are not recommended for survey control.
 AQ2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2183.See file dsdata.txt to determine how the superseded data were derived.
 AQ2183
 AQ2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6401354152(NAD 83)
 AQ2183_MARKER: DB = BENCH MARK DISK
 AQ2183_SETTING: 0 = UNSPECIFIED SETTING
 AQ2183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2183
 AQ2183  HISTORY     - Date     Condition        Report By
 AQ2183  HISTORY     - 1977     MONUMENTED       NGS
 AQ2183
 AQ2183                          STATION DESCRIPTION
 AQ2183
 AQ2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 AQ2183'THE STATION IS ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF CRESCENT
 AQ2183'CITY, 8 MILES SOUTHWEST OF BUNNELL, 1/2 MILE SOUTH OF THE
 AQ2183'JUNCTION OF STATE ROADS S-305 AND S-318, IN THE SE 1/4 SEC. 33,
 AQ2183'T.13S., R.29E. AND IN THE SOUTHEAST ABUTMENT OF A BRIDGE ALONG
 AQ2183'THE EAST RIGHT-OF-WAY OF STATE ROAD S-305.
 AQ2183'
 AQ2183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 AQ2183'STATE HIGHWAYS 11 AND 100 WHICH IS JUST WEST OF THE POST OFFICE
 AQ2183'IN BUNNELL, GO NORTH ON HIGHWAY 1 FOR 0.4 MILE TO THE JUNCTION
 AQ2183'OF STATE HIGHWAY 100.  TURN RIGHT ON HIGHWAY 100, CROSSING BACK
 AQ2183'OVER HIGHWAY 1 AND GO WEST FOR 7.1 MILES TO THE JUNCTION OF
 AQ2183'STATE ROAD S-305.  TURN LEFT AND GO SOUTH ON STATE ROAD S-305
 AQ2183'FOR 4.0 MILES TO THE JUNCTION OF STATE ROAD S-318.  CONTINUE
 AQ2183'SOUTH ON STATE ROAD S-305 FOR 0.55 MILE TO A BRIDGE AND THE
 AQ2183'STATION IN THE SOUTHEAST ABUTMENT AS DESCRIBED.
 AQ2183'
 AQ2183'STATION MARK, STAMPED---13---, IS A FLORIDA STATE ROAD
 AQ2183'DEPARTMENT BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE
 AQ2183'SOUTHEAST CONCRETE BRIDGE ABUTMENT.  IT IS 13.5 FEET EAST OF
 AQ2183'THE CENTER OF STATE ROAD S-305, 4.2 FEET NORTH OF A METAL
 AQ2183'WITNESS POST, 3.4 FEET WEST OF THE TOP OF THE EAST END OF THE
 AQ2183'ABUTMENT AND 0.5 FOOT EAST OF A STEEL GUARD RAIL.
 AQ2183'
 AQ2183'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0827 ***********************************************************************
 AQ0827  DESIGNATION -  13 JAS
 AQ0827  PID         -  AQ0827
 AQ0827  STATE/COUNTY-  FL/LAKE
 AQ0827  USGS QUAD   -  ALEXANDER SPRINGS (1994)
 AQ0827
 AQ0827                         *CURRENT SURVEY CONTROL
 AQ0827  ___________________________________________________________________
 AQ0827* NAD 83(1986)-  29 03 17.     (N)    081 36 13.     (W)     SCALED    
 AQ0827* NAVD 88     -        31.003  (meters)     101.72   (feet)  ADJUSTED  
 AQ0827  ___________________________________________________________________
 AQ0827  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AQ0827  DYNAMIC HT  -          30.959 (meters)     101.57  (feet)  COMP
 AQ0827  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AQ0827
 AQ0827  VERT ORDER  -  FIRST     CLASS II
 AQ0827
 AQ0827.The horizontal coordinates were scaled from a topographic map and have
 AQ0827.an estimated accuracy of +/- 6 seconds.
 AQ0827
 AQ0827.The orthometric height was determined by differential leveling
 AQ0827.and adjusted by the National Geodetic Survey in June 1991..
 AQ0827
 AQ0827.The geoid height was determined by GEOID03.
 AQ0827
 AQ0827.The dynamic height is computed by dividing the NAVD 88
 AQ0827.geopotential number by the normal gravity value computed on the
 AQ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0827.degrees latitude (g = 980.6199 gals.).
 AQ0827
 AQ0827.The modeled gravity was interpolated from observed gravity values.
 AQ0827
 AQ0827;                    North         East    Units  Estimated Accuracy
 AQ0827;SPC FL E     -   523,250.      141,220.      MT  (+/- 180 meters Scaled)
 AQ0827
 AQ0827                          SUPERSEDED SURVEY CONTROL
 AQ0827
 AQ0827  NGVD 29 (??/??/92)   31.326  (m)          102.78   (f) ADJ UNCH    1 2
 AQ0827
 AQ0827.Superseded values are not recommended for survey control.
 AQ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0827.See file dsdata.txt to determine how the superseded data were derived.
 AQ0827
 AQ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN412141(NAD 83)
 AQ0827_MARKER: DD = SURVEY DISK
 AQ0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0827_SP_SET: CULVERT
 AQ0827_STAMPING: 13 JAS 1966 103
 AQ0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0827
 AQ0827  HISTORY     - Date     Condition        Report By
 AQ0827  HISTORY     - 1966     MONUMENTED       USGS
 AQ0827  HISTORY     - 1968     GOOD             NGS
 AQ0827
 AQ0827                          STATION DESCRIPTION
 AQ0827
 AQ0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0827'7.6 MI N FROM ALTOONA.
 AQ0827'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0827'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 2.65
 AQ0827'MILES EAST AND NORTHEAST ALONG HIGHWAY S 445, ABOUT 0.8 MILE
 AQ0827'NORTHEAST OF A POWER LINE CROSSING, SET IN THE TOP OF THE
 AQ0827'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 3-FOOT
 AQ0827'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 21 FEET SOUTHEAST OF THE
 AQ0827'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1588 ***********************************************************************
 BE1588  DESIGNATION -  13 JWM USGS RESET 1979
 BE1588  PID         -  BE1588
 BE1588  STATE/COUNTY-  FL/JACKSON
 BE1588  USGS QUAD   -  FAIRCHILD (1994)
 BE1588
 BE1588                         *CURRENT SURVEY CONTROL
 BE1588  ___________________________________________________________________
 BE1588* NAD 83(1986)-  30 48 15.     (N)    084 59 35.     (W)     SCALED    
 BE1588* NAVD 88     -        26.00   (+/-2cm)      85.3    (feet)  VERTCON   
 BE1588  ___________________________________________________________________
 BE1588  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BE1588
 BE1588  VERT ORDER  -  THIRD (See Below)
 BE1588
 BE1588.The horizontal coordinates were scaled from a topographic map and have
 BE1588.an estimated accuracy of +/- 6 seconds.
 BE1588
 BE1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE1588.The vertical order pertains to the NGVD 29 superseded value.
 BE1588
 BE1588.The geoid height was determined by GEOID03.
 BE1588
 BE1588;                    North         East    Units  Estimated Accuracy
 BE1588;SPC FL N     -   200,100.      552,820.      MT  (+/- 180 meters Scaled)
 BE1588
 BE1588                          SUPERSEDED SURVEY CONTROL
 BE1588
 BE1588  NGVD 29 (08/19/04)   26.13   (m)           85.7    (f) RESET       3  
 BE1588
 BE1588.Superseded values are not recommended for survey control.
 BE1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1588.See file dsdata.txt to determine how the superseded data were derived.
 BE1588
 BE1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV920096(NAD 83)
 BE1588_MARKER: DB = BENCH MARK DISK
 BE1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1588_STAMPING: 13 JWM RESET 1979
 BE1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1588+STABILITY: SURFACE MOTION
 BE1588
 BE1588  HISTORY     - Date     Condition        Report By
 BE1588  HISTORY     - 1979     MONUMENTED       NGS
 BE1588
 BE1588                          STATION DESCRIPTION
 BE1588
 BE1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BE1588'8.7 MI NORTH FROM GRAND RIDGE.
 BE1588'6.2 MILES NORTH AND NORTHWEST ALONG STATE  HIGHWAY 69 FROM
 BE1588'ITS JUNCTION WITH U.S. HIGHWAY 90 IN GRAND RIDGE, THENCE 2.5 MILES
 BE1588'EAST ALONG MAIN DIRT ROAD TO CROSSROADS, 75.0 FEET SOUTHWEST OF
 BE1588'CENTER OF ROAD JUNCTION, 57.0 FEET SOUTH OF THE CENTER OF THE
 BE1588'EAST-WEST ROAD, 51.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 BE1588'ROAD, AND 1.0 FOOT SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1287 ***********************************************************************
 AG1287  DESIGNATION -  13 V 1943
 AG1287  PID         -  AG1287
 AG1287  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1287  USGS QUAD   -  BRANDON (1987)
 AG1287
 AG1287                         *CURRENT SURVEY CONTROL
 AG1287  ___________________________________________________________________
 AG1287* NAD 83(1990)-  27 56 16.26841(N)    082 18 04.14339(W)     ADJUSTED  
 AG1287* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AG1287  ___________________________________________________________________
 AG1287  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AG1287  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AG1287
 AG1287  HORZ ORDER  -  THIRD
 AG1287
 AG1287.The horizontal coordinates were established by classical geodetic methods
 AG1287.and adjusted by the National Geodetic Survey in May 1991..
 AG1287
 AG1287.The orthometric height was scaled from a topographic map.
 AG1287
 AG1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1287
 AG1287.The geoid height was determined by GEOID03.
 AG1287
 AG1287;                    North         East     Units Scale Factor Converg.
 AG1287;SPC FL W     -   399,358.744   170,362.920   MT  0.99995201   -0 08 27.9
 AG1287;SPC FL W     - 1,310,229.48    558,932.35   sFT  0.99995201   -0 08 27.9
 AG1287;UTM  17      - 3,090,999.064   371,988.017   MT  0.99980226   -0 36 34.9
 AG1287
 AG1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1287!SPC FL W     -   1.00000243  x   0.99995201  =   0.99995444
 AG1287!UTM  17      -   1.00000243  x   0.99980226  =   0.99980469
 AG1287
 AG1287:                Primary Azimuth Mark                     Grid Az
 AG1287:SPC FL W     -  14 V 1943                                090 26 45.2
 AG1287:UTM  17      -  14 V 1943                                090 54 52.2
 AG1287
 AG1287|---------------------------------------------------------------------|
 AG1287| PID    Reference Object                     Distance      Geod. Az  |
 AG1287|                                                           dddmmss.s |
 AG1287| AG1288 14 V 1943                           APPROX. 1.1 KM 0901817.3 |
 AG1287| AG1296 12 V INT 1943                       188.706 METERS 25126     |
 AG1287| AG1297 12 V 1943                           295.253 METERS 26955     |
 AG1287|---------------------------------------------------------------------|
 AG1287
 AG1287                          SUPERSEDED SURVEY CONTROL
 AG1287
 AG1287  NAD 83(1986)-  27 56 16.28714(N)    082 18 04.16389(W) AD(       ) 3
 AG1287  NAD 27      -  27 56 15.20573(N)    082 18 04.83135(W) AD(       ) 3
 AG1287
 AG1287.Superseded values are not recommended for survey control.
 AG1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1287.See file dsdata.txt to determine how the superseded data were derived.
 AG1287
 AG1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7198890999(NAD 83)
 AG1287_MARKER: Z = SEE DESCRIPTION
 AG1287_SETTING: 0 = UNSPECIFIED SETTING
 AG1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1287
 AG1287  HISTORY     - Date     Condition        Report By
 AG1287  HISTORY     - 1943     MONUMENTED       CGS
 AG1287  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1287  HISTORY     - 1958     MARK NOT FOUND   CGS
 AG1287
 AG1287                          STATION DESCRIPTION
 AG1287
 AG1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1287'STATION AND REFERENCE MARK 2 NOT RECOVERED.  REFERENCE MARK 1
 AG1287'RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARK 2
 AG1287'PROBABLY DESTROYED DURING THE RECONSTRUCTION OF THE HIGHWAY.
 AG1287'
 AG1287'REFERENCE MARK 1 IS LOCATED ABOUT 0.6 MI. E ALONG STATE ROAD
 AG1287'60 FROM THE INTERSECTION OF LAKEWOOD DRIVE, 50.3 FT. S OF THE
 AG1287'CENTERLINE OF THE HIGHWAY, 41.4 FT. N OF THE CENTERLINE OF THE
 AG1287'MACADAM ROAD AROUND THE LAKE, 175 FT. SW OF THE INTERSECTION OF
 AG1287'THE CENTERLINES OF THE TWO ROADS, AND 6.0 FT. E OF AN
 AG1287'18-IN. OAK TREE.  A STANDARD REFERENCE-MARK DISK, STAMPED RM 1
 AG1287'V 13 1943 AND SET IN AN 8-IN. SQUARE CONCRETE MONUMENT
 AG1287'PROTRUDING 6 IN. ABOVE THE GROUND.
 AG1287'
 AG1287'REFERENCE MARK 1 IS 158.57 FT. TO TRAVERSE STATION F 49
 AG1287'RESET 1945 AND N 46 DEG E MAGNETIC.
 AG1287'
 AG1287'THIS IS A TRAVERSE STATION.
 AG1287
 AG1287                          STATION RECOVERY (1958)
 AG1287
 AG1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1287'THIS STATION, REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 AG1287'RECOVERED IN JULY, 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2442 ***********************************************************************
 AK2442  DESIGNATION -  130
 AK2442  PID         -  AK2442
 AK2442  STATE/COUNTY-  FL/BREVARD
 AK2442  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2442
 AK2442                         *CURRENT SURVEY CONTROL
 AK2442  ___________________________________________________________________
 AK2442* NAD 83(1986)-  28 27 11.     (N)    080 32 28.     (W)     SCALED    
 AK2442* NAVD 88     -         1.217  (meters)       3.99   (feet)  ADJUSTED  
 AK2442  ___________________________________________________________________
 AK2442  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AK2442  DYNAMIC HT  -           1.215 (meters)       3.99  (feet)  COMP
 AK2442  MODELED GRAV-     979,229.1   (mgal)                       NAVD 88
 AK2442
 AK2442  VERT ORDER  -  FIRST     CLASS II
 AK2442
 AK2442.The horizontal coordinates were scaled from a topographic map and have
 AK2442.an estimated accuracy of +/- 6 seconds.
 AK2442
 AK2442.The orthometric height was determined by differential leveling
 AK2442.and adjusted by the National Geodetic Survey in June 1991..
 AK2442
 AK2442.The geoid height was determined by GEOID03.
 AK2442
 AK2442.The dynamic height is computed by dividing the NAVD 88
 AK2442.geopotential number by the normal gravity value computed on the
 AK2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2442.degrees latitude (g = 980.6199 gals.).
 AK2442
 AK2442.The modeled gravity was interpolated from observed gravity values.
 AK2442
 AK2442;                    North         East    Units  Estimated Accuracy
 AK2442;SPC FL E     -   456,500.      244,950.      MT  (+/- 180 meters Scaled)
 AK2442
 AK2442                          SUPERSEDED SURVEY CONTROL
 AK2442
 AK2442  NGVD 29 (??/??/92)    1.596  (m)            5.24   (f) ADJ UNCH    1 2
 AK2442
 AK2442.Superseded values are not recommended for survey control.
 AK2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2442.See file dsdata.txt to determine how the superseded data were derived.
 AK2442
 AK2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM449474(NAD 83)
 AK2442_MARKER: DD = SURVEY DISK
 AK2442_SETTING: 0 = UNSPECIFIED SETTING
 AK2442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2442
 AK2442  HISTORY     - Date     Condition        Report By
 AK2442  HISTORY     - UNK      MONUMENTED       PANAM
 AK2442  HISTORY     - 1959     GOOD             NGS
 AK2442
 AK2442                          STATION DESCRIPTION
 AK2442
 AK2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2442'AT CAPE CANAVERAL.
 AK2442'AT CAPE CANAVERAL MISSILE BASE, ABOUT 0.4 MILE SOUTHEAST ALONG
 AK2442'CAMERA ROAD R 53 TO A PAVED ROAD LEFT (NORTHEAST).  TURN LEFT
 AK2442'AND GO 0.1 MILE TO MARK ON RIGHT, ABOUT 40 FT. EAST OF CENTERLINE
 AK2442'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7089 ***********************************************************************
 AG7089  DESIGNATION -  130 C OF SP
 AG7089  PID         -  AG7089
 AG7089  STATE/COUNTY-  FL/PINELLAS
 AG7089  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7089
 AG7089                         *CURRENT SURVEY CONTROL
 AG7089  ___________________________________________________________________
 AG7089* NAD 83(1986)-  27 44 56.     (N)    082 40 22.     (W)     SCALED    
 AG7089* NAVD 88     -        10.727  (meters)      35.19   (feet)  ADJUSTED  
 AG7089  ___________________________________________________________________
 AG7089  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AG7089  DYNAMIC HT  -          10.712 (meters)      35.14  (feet)  COMP
 AG7089  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AG7089
 AG7089  VERT ORDER  -  SECOND    CLASS II
 AG7089
 AG7089.The horizontal coordinates were scaled from a topographic map and have
 AG7089.an estimated accuracy of +/- 6 seconds.
 AG7089
 AG7089.The orthometric height was determined by differential leveling
 AG7089.and adjusted by the National Geodetic Survey in June 1991..
 AG7089
 AG7089.The geoid height was determined by GEOID03.
 AG7089
 AG7089.The dynamic height is computed by dividing the NAVD 88
 AG7089.geopotential number by the normal gravity value computed on the
 AG7089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7089.degrees latitude (g = 980.6199 gals.).
 AG7089
 AG7089.The modeled gravity was interpolated from observed gravity values.
 AG7089
 AG7089;                    North         East    Units  Estimated Accuracy
 AG7089;SPC FL W     -   378,560.      133,680.      MT  (+/- 180 meters Scaled)
 AG7089
 AG7089                          SUPERSEDED SURVEY CONTROL
 AG7089
 AG7089  NGVD 29 (??/??/92)   11.003  (m)           36.10   (f) ADJ UNCH    2 2
 AG7089
 AG7089.Superseded values are not recommended for survey control.
 AG7089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7089.See file dsdata.txt to determine how the superseded data were derived.
 AG7089
 AG7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351705(NAD 83)
 AG7089_MARKER: DD = SURVEY DISK
 AG7089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7089_SP_SET: CONCRETE POST
 AG7089_PROJECTION: FLUSH
 AG7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7089+STABILITY: SURFACE MOTION
 AG7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7089+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 AG7089
 AG7089  HISTORY     - Date     Condition        Report By
 AG7089  HISTORY     - UNK      MONUMENTED       FL2730
 AG7089  HISTORY     - 1977     GOOD             FL-103
 AG7089  HISTORY     - 19980321 GOOD             USPSQD
 AG7089  HISTORY     - 20050331 GOOD             USPSQD
 AG7089
 AG7089                          STATION DESCRIPTION
 AG7089
 AG7089'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7089'IN ST PETERSBURG.
 AG7089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7089'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN NORTHERLY ON
 AG7089'U.S. HWY. 19 FRO 2.1 MILES TO 22ND AVE. S. TURN RIGHT AND RUN EASTERLY
 AG7089'ON 22ND AVE. S. FOR 0.45 MILE TO THE INTERSECTION OF 28TH ST. S.
 AG7089'STATION ON LEFT, N.W. CORNER, 33.0 FT. NORTH OF THE CENTERLINE OF 22ND
 AG7089'AVE. S., 29.7 FT. WEST OF THE CENTERLINE OF 28TH ST. S., 31.5 FT. S.E.
 AG7089'CORNER OF A SINGLE STORY FRAME HOUSE 2801 22ND AVE. S., 0.7 FT. NORTH
 AG7089'OF THE BACK OF SIDEWALK, 0.7 FT. WEST OF THE BACK OF SIDEWALK. SET IN
 AG7089'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AG7089'NO STAMPING ON DISK.
 AG7089
 AG7089                          STATION RECOVERY (1998)
 AG7089
 AG7089'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7089'RECOVERED IN GOOD CONDITION.
 AG7089
 AG7089                          STATION RECOVERY (2005)
 AG7089
 AG7089'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG7089'MARK NOW COVERED BY A HEDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0018 ***********************************************************************
 AL0018  DESIGNATION -  130 FLHD
 AL0018  PID         -  AL0018
 AL0018  STATE/COUNTY-  FL/PINELLAS
 AL0018  USGS QUAD   -  DUNEDIN (1987)
 AL0018
 AL0018                         *CURRENT SURVEY CONTROL
 AL0018  ___________________________________________________________________
 AL0018* NAD 83(1986)-  28 02 55.     (N)    082 46 35.     (W)     SCALED    
 AL0018* NAVD 88     -         3.676  (meters)      12.06   (feet)  ADJUSTED  
 AL0018  ___________________________________________________________________
 AL0018  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AL0018  DYNAMIC HT  -           3.670 (meters)      12.04  (feet)  COMP
 AL0018  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AL0018
 AL0018  VERT ORDER  -  SECOND    CLASS II
 AL0018
 AL0018.The horizontal coordinates were scaled from a topographic map and have
 AL0018.an estimated accuracy of +/- 6 seconds.
 AL0018
 AL0018.The orthometric height was determined by differential leveling
 AL0018.and adjusted by the National Geodetic Survey in June 1991..
 AL0018
 AL0018.The geoid height was determined by GEOID03.
 AL0018
 AL0018.The dynamic height is computed by dividing the NAVD 88
 AL0018.geopotential number by the normal gravity value computed on the
 AL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0018.degrees latitude (g = 980.6199 gals.).
 AL0018
 AL0018.The modeled gravity was interpolated from observed gravity values.
 AL0018
 AL0018;                    North         East    Units  Estimated Accuracy
 AL0018;SPC FL W     -   411,840.      123,670.      MT  (+/- 180 meters Scaled)
 AL0018
 AL0018                          SUPERSEDED SURVEY CONTROL
 AL0018
 AL0018  NGVD 29 (??/??/92)    3.935  (m)           12.91   (f) ADJ UNCH    2 2
 AL0018
 AL0018.Superseded values are not recommended for survey control.
 AL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0018.See file dsdata.txt to determine how the superseded data were derived.
 AL0018
 AL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM254038(NAD 83)
 AL0018_MARKER: DD = SURVEY DISK
 AL0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0018_SP_SET: HEADWALL
 AL0018_STAMPING: 130 SRD
 AL0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0018
 AL0018  HISTORY     - Date     Condition        Report By
 AL0018  HISTORY     - UNK      MONUMENTED       FLHD
 AL0018  HISTORY     - 1975     GOOD             FLDT
 AL0018  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0018
 AL0018                          STATION DESCRIPTION
 AL0018
 AL0018'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0018'AT DUNEDIN.
 AL0018'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0018'AND U.S. ALT. 19.  RUN EASTERLY ON CURLEW RD. FOR 0.3 MILE.  STATION
 AL0018'ON RIGHT, 34.5 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 167.0
 AL0018'FT. WEST OF THE EXTENDED CENTERLINE OF BOGIE LANE, 100.5 FT.
 AL0018'SE OF A POWER POLE, NUMBER 12A-4629-R.  SET IN TOP OF A CONCRETE
 AL0018'HEADWALL.  SECTION 14, T 28S, R 15E
 AL0018
 AL0018                          STATION RECOVERY (1990)
 AL0018
 AL0018'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0009 ***********************************************************************
 AL0009  DESIGNATION -  131 FLHD
 AL0009  PID         -  AL0009
 AL0009  STATE/COUNTY-  FL/PINELLAS
 AL0009  USGS QUAD   -  DUNEDIN (1987)
 AL0009
 AL0009                         *CURRENT SURVEY CONTROL
 AL0009  ___________________________________________________________________
 AL0009* NAD 83(1986)-  28 02 55.     (N)    082 46 17.     (W)     SCALED    
 AL0009* NAVD 88     -         3.978  (meters)      13.05   (feet)  ADJUSTED  
 AL0009  ___________________________________________________________________
 AL0009  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AL0009  DYNAMIC HT  -           3.972 (meters)      13.03  (feet)  COMP
 AL0009  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AL0009
 AL0009  VERT ORDER  -  SECOND    CLASS II
 AL0009
 AL0009.The horizontal coordinates were scaled from a topographic map and have
 AL0009.an estimated accuracy of +/- 6 seconds.
 AL0009
 AL0009.The orthometric height was determined by differential leveling
 AL0009.and adjusted by the National Geodetic Survey in June 1991..
 AL0009
 AL0009.The geoid height was determined by GEOID03.
 AL0009
 AL0009.The dynamic height is computed by dividing the NAVD 88
 AL0009.geopotential number by the normal gravity value computed on the
 AL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0009.degrees latitude (g = 980.6199 gals.).
 AL0009
 AL0009.The modeled gravity was interpolated from observed gravity values.
 AL0009
 AL0009;                    North         East    Units  Estimated Accuracy
 AL0009;SPC FL W     -   411,840.      124,160.      MT  (+/- 180 meters Scaled)
 AL0009
 AL0009                          SUPERSEDED SURVEY CONTROL
 AL0009
 AL0009  NGVD 29 (??/??/92)    4.237  (m)           13.90   (f) ADJ UNCH    2 2
 AL0009
 AL0009.Superseded values are not recommended for survey control.
 AL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0009.See file dsdata.txt to determine how the superseded data were derived.
 AL0009
 AL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM258038(NAD 83)
 AL0009_MARKER: DD = SURVEY DISK
 AL0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0009_SP_SET: HEADWALL
 AL0009_STAMPING: 131 SRD
 AL0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0009
 AL0009  HISTORY     - Date     Condition        Report By
 AL0009  HISTORY     - UNK      MONUMENTED       FLHD
 AL0009  HISTORY     - 1975     GOOD             FLDT
 AL0009  HISTORY     - 1990     GOOD             USPSQD
 AL0009  HISTORY     - 1990     GOOD             USPSQD
 AL0009
 AL0009                          STATION DESCRIPTION
 AL0009
 AL0009'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0009'AT DUNEDIN.
 AL0009'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0009'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 0.6 MILE.
 AL0009'STATION ON RIGHT, 36.6 FT. SOUTH OF THE CENTERLINE OF CURLEW RD.,
 AL0009'88.3 FT. SW OF POWER POLE NUMBER 6A-26538-R.  SET IN TOP OF A
 AL0009'CONCRETE HEADWALL.  SECTION 14, T 28S, R 15E
 AL0009
 AL0009                          STATION RECOVERY (1990)
 AL0009
 AL0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0009'RECOVERED IN GOOD CONDITION.
 AL0009
 AL0009                          STATION RECOVERY (1990)
 AL0009
 AL0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0010 ***********************************************************************
 AL0010  DESIGNATION -  132 FLHD
 AL0010  PID         -  AL0010
 AL0010  STATE/COUNTY-  FL/PINELLAS
 AL0010  USGS QUAD   -  DUNEDIN (1987)
 AL0010
 AL0010                         *CURRENT SURVEY CONTROL
 AL0010  ___________________________________________________________________
 AL0010* NAD 83(1986)-  28 03 01.     (N)    082 46 05.     (W)     SCALED    
 AL0010* NAVD 88     -         5.233  (meters)      17.17   (feet)  ADJUSTED  
 AL0010  ___________________________________________________________________
 AL0010  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AL0010  DYNAMIC HT  -           5.225 (meters)      17.14  (feet)  COMP
 AL0010  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL0010
 AL0010  VERT ORDER  -  SECOND    CLASS II
 AL0010
 AL0010.The horizontal coordinates were scaled from a topographic map and have
 AL0010.an estimated accuracy of +/- 6 seconds.
 AL0010
 AL0010.The orthometric height was determined by differential leveling
 AL0010.and adjusted by the National Geodetic Survey in June 1991..
 AL0010
 AL0010.The geoid height was determined by GEOID03.
 AL0010
 AL0010.The dynamic height is computed by dividing the NAVD 88
 AL0010.geopotential number by the normal gravity value computed on the
 AL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0010.degrees latitude (g = 980.6199 gals.).
 AL0010
 AL0010.The modeled gravity was interpolated from observed gravity values.
 AL0010
 AL0010;                    North         East    Units  Estimated Accuracy
 AL0010;SPC FL W     -   412,020.      124,490.      MT  (+/- 180 meters Scaled)
 AL0010
 AL0010                          SUPERSEDED SURVEY CONTROL
 AL0010
 AL0010  NGVD 29 (??/??/92)    5.492  (m)           18.02   (f) ADJ UNCH    2 2
 AL0010
 AL0010.Superseded values are not recommended for survey control.
 AL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0010.See file dsdata.txt to determine how the superseded data were derived.
 AL0010
 AL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM262040(NAD 83)
 AL0010_MARKER: DD = SURVEY DISK
 AL0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0010_SP_SET: HEADWALL
 AL0010_STAMPING: 132 SRD
 AL0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0010
 AL0010  HISTORY     - Date     Condition        Report By
 AL0010  HISTORY     - UNK      MONUMENTED       FLHD
 AL0010  HISTORY     - 1975     GOOD             FLDT
 AL0010  HISTORY     - 1987     GOOD             USPSQD
 AL0010  HISTORY     - 1990     GOOD             USPSQD
 AL0010
 AL0010                          STATION DESCRIPTION
 AL0010
 AL0010'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0010'AT DUNEDIN.
 AL0010'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0010'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 0.9 MILE.  STATION
 AL0010'ON RIGHT, 26.1 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 73.5
 AL0010'FT. SE OF A POWER POLE (NO NUMBER).  SET IN TOP OF A CONCRETE
 AL0010'HEADWALL.  SECTION 14, T 28S, R 15E
 AL0010
 AL0010                          STATION RECOVERY (1987)
 AL0010
 AL0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJA)
 AL0010'RECOVERED IN GOOD CONDITION.
 AL0010
 AL0010                          STATION RECOVERY (1990)
 AL0010
 AL0010'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0220 ***********************************************************************
 AI0220  DESIGNATION -  1321 20
 AI0220  PID         -  AI0220
 AI0220  STATE/COUNTY-  FL/SEMINOLE
 AI0220  USGS QUAD   -  OVIEDO (1984)
 AI0220
 AI0220                         *CURRENT SURVEY CONTROL
 AI0220  ___________________________________________________________________
 AI0220* NAD 83(1986)-  28 41 32.     (N)    081 10 59.     (W)     SCALED    
 AI0220* NAVD 88     -         3.903  (meters)      12.81   (feet)  ADJUSTED  
 AI0220  ___________________________________________________________________
 AI0220  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AI0220  DYNAMIC HT  -           3.897 (meters)      12.79  (feet)  COMP
 AI0220  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 AI0220
 AI0220  VERT ORDER  -  SECOND    CLASS I
 AI0220
 AI0220.The horizontal coordinates were scaled from a topographic map and have
 AI0220.an estimated accuracy of +/- 6 seconds.
 AI0220
 AI0220.The orthometric height was determined by differential leveling
 AI0220.and adjusted by the National Geodetic Survey in July 1999..
 AI0220
 AI0220.The geoid height was determined by GEOID03.
 AI0220
 AI0220.The dynamic height is computed by dividing the NAVD 88
 AI0220.geopotential number by the normal gravity value computed on the
 AI0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0220.degrees latitude (g = 980.6199 gals.).
 AI0220
 AI0220.The modeled gravity was interpolated from observed gravity values.
 AI0220
 AI0220;                    North         East    Units  Estimated Accuracy
 AI0220;SPC FL E     -   482,930.      182,110.      MT  (+/- 180 meters Scaled)
 AI0220
 AI0220                          SUPERSEDED SURVEY CONTROL
 AI0220
 AI0220.No superseded survey control is available for this station.
 AI0220
 AI0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM821739(NAD 83)
 AI0220_MARKER: DD = SURVEY DISK
 AI0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0220_STAMPING: BM 1321-20
 AI0220_MARK LOGO: SJRWMD
 AI0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0220+STABILITY: SURFACE MOTION
 AI0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0220+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1996
 AI0220
 AI0220  HISTORY     - Date     Condition        Report By
 AI0220  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI0220  HISTORY     - 19960824 GOOD             FLDEP
 AI0220
 AI0220                          STATION DESCRIPTION
 AI0220
 AI0220'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0220'THE MARK IS ABOUT 1.8 MI (2.9 KM) NORTHEAST OF OVIEDO NEAR THE
 AI0220'JUNCTION OF KANSAS STREET AND FLORIDA AVENUE IN SECTION 2, TOWNSHIP 21
 AI0220'SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AI0220'ROADS 419, 426 (BROADWAY STREET) AND 434 (CENTRAL AVENUE) IN OVIEDO,
 AI0220'GO NORTH ON STATE ROADS 434, 419 (CENTRAL AVENUE) FOR 1.35 MI (2.17
 AI0220'KM) TO A SHARP CURVE LEFT (WEST) AND THE JUNCTION OF DELEON STREET ON
 AI0220'THE RIGHT, TURN RIGHT ON DELEON STREET AND GO EAST FOR 0.05 MI (0.08
 AI0220'KM) TO THE T-JUNCTION OF DELEON STREET, TURN LEFT ON DELEON STREET AND
 AI0220'GO NORTH FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF FLORIDA AVENUE ON
 AI0220'THE RIGHT, TURN RIGHT ON FLORIDA AVENUE AND GO EAST FOR 1.6 MI (2.6
 AI0220'KM) TO THE MARK ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT
 AI0220'FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF FLORIDA
 AI0220'AVENUE. LOCATED 332.0 FT (101.2 M) EAST OF THE APPROXIMATE CENTERLINE
 AI0220'OF KANSAS STREET, 57.7 FT (17.6 M) EAST OF STJRWMD BM 1321-20 RM 1,
 AI0220'21.6 FT (6.6 M) NORTH OF THE CENTERLINE OF FLORIDA AVENUE, 9.0 FT (2.7
 AI0220'M) EAST-SOUTHEAST OF A DOGWOOD TREE, 7.7 FT (2.3 M) WEST OF POWER POLE
 AI0220'NUMBER 799612 (146188-068505) AND 1.0 FT (0.3 M) SOUTH OF A 2-INCH PVC
 AI0220'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0221 ***********************************************************************
 AI0221  DESIGNATION -  1321 20 RM 1
 AI0221  PID         -  AI0221
 AI0221  STATE/COUNTY-  FL/SEMINOLE
 AI0221  USGS QUAD   -  OVIEDO (1984)
 AI0221
 AI0221                         *CURRENT SURVEY CONTROL
 AI0221  ___________________________________________________________________
 AI0221* NAD 83(1986)-  28 41 32.     (N)    081 11 00.     (W)     SCALED    
 AI0221* NAVD 88     -         3.914  (meters)      12.84   (feet)  ADJUSTED  
 AI0221  ___________________________________________________________________
 AI0221  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AI0221  DYNAMIC HT  -           3.909 (meters)      12.82  (feet)  COMP
 AI0221  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 AI0221
 AI0221  VERT ORDER  -  SECOND    CLASS I
 AI0221
 AI0221.The horizontal coordinates were scaled from a topographic map and have
 AI0221.an estimated accuracy of +/- 6 seconds.
 AI0221
 AI0221.The orthometric height was determined by differential leveling
 AI0221.and adjusted by the National Geodetic Survey in July 1999..
 AI0221
 AI0221.The geoid height was determined by GEOID03.
 AI0221
 AI0221.The dynamic height is computed by dividing the NAVD 88
 AI0221.geopotential number by the normal gravity value computed on the
 AI0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0221.degrees latitude (g = 980.6199 gals.).
 AI0221
 AI0221.The modeled gravity was interpolated from observed gravity values.
 AI0221
 AI0221;                    North         East    Units  Estimated Accuracy
 AI0221;SPC FL E     -   482,930.      182,090.      MT  (+/- 180 meters Scaled)
 AI0221
 AI0221                          SUPERSEDED SURVEY CONTROL
 AI0221
 AI0221.No superseded survey control is available for this station.
 AI0221
 AI0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM820739(NAD 83)
 AI0221_MARKER: DD = SURVEY DISK
 AI0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0221_STAMPING: BM 1321-20 RM 1
 AI0221_MARK LOGO: SJRWMD
 AI0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0221+STABILITY: SURFACE MOTION
 AI0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0221+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1996
 AI0221
 AI0221  HISTORY     - Date     Condition        Report By
 AI0221  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI0221  HISTORY     - 19960824 GOOD             FLDEP
 AI0221
 AI0221                          STATION DESCRIPTION
 AI0221
 AI0221'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0221'THE MARK IS ABOUT 1.8 MI (2.9 KM) NORTHEAST OF OVIEDO NEAR THE
 AI0221'JUNCTION OF KANSAS STREET AND FLORIDA AVENUE IN SECTION 2, TOWNSHIP 21
 AI0221'SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AI0221'ROADS 419, 426 (BROADWAY STREET) AND 434 (CENTRAL AVENUE) IN OVIEDO,
 AI0221'GO NORTH ON STATE ROADS 434, 419 (CENTRAL AVENUE) FOR 1.35 MI (2.17
 AI0221'KM) TO A SHARP CURVE LEFT (WEST) AND THE JUNCTION OF DELEON STREET ON
 AI0221'THE RIGHT, TURN RIGHT ON DELEON STREET AND GO EAST FOR 0.05 MI (0.08
 AI0221'KM) TO THE T-JUNCTION OF DELEON STREET, TURN LEFT ON DELEON STREET AND
 AI0221'GO NORTH FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF FLORIDA AVENUE ON
 AI0221'THE RIGHT, TURN RIGHT ON FLORIDA AVENUE AND GO EAST FOR 1.6 MI (2.6
 AI0221'KM) TO THE MARK ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT
 AI0221'FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF FLORIDA
 AI0221'AVENUE. LOCATED 275.0 FT (83.8 M) EAST OF THE APPROXIMATE CENTERLINE
 AI0221'OF KANSAS STREET, 65.4 FT (19.9 M) WEST OF POWER POLE NUMBER 799612,
 AI0221'57.7 FT (17.6 M) WEST OF STJRWMD BM 1321-20, 20.5 FT (6.2 M) NORTH OF
 AI0221'THE CENTERLINE OF FLORIDA AVENUE, 5.0 FT (1.5 M) SOUTH OF A 30-INCH
 AI0221'PALM TREE AND 1.0 FT (0.3 M) SOUTH OF A 2-INCH PVC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0247 ***********************************************************************
 AI0247  DESIGNATION -  1322 20 RM 1
 AI0247  PID         -  AI0247
 AI0247  STATE/COUNTY-  FL/SEMINOLE
 AI0247  USGS QUAD   -  CASSELBERRY (1980)
 AI0247
 AI0247                         *CURRENT SURVEY CONTROL
 AI0247  ___________________________________________________________________
 AI0247* NAD 83(1986)-  28 44 31.     (N)    081 15 51.     (W)     SCALED    
 AI0247* NAVD 88     -         5.344  (meters)      17.53   (feet)  ADJUSTED  
 AI0247  ___________________________________________________________________
 AI0247  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AI0247  DYNAMIC HT  -           5.336 (meters)      17.51  (feet)  COMP
 AI0247  MODELED GRAV-     979,234.1   (mgal)                       NAVD 88
 AI0247
 AI0247  VERT ORDER  -  SECOND    CLASS I
 AI0247
 AI0247.The horizontal coordinates were scaled from a topographic map and have
 AI0247.an estimated accuracy of +/- 6 seconds.
 AI0247
 AI0247.The orthometric height was determined by differential leveling
 AI0247.and adjusted by the National Geodetic Survey in July 1999..
 AI0247
 AI0247.The geoid height was determined by GEOID03.
 AI0247
 AI0247.The dynamic height is computed by dividing the NAVD 88
 AI0247.geopotential number by the normal gravity value computed on the
 AI0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0247.degrees latitude (g = 980.6199 gals.).
 AI0247
 AI0247.The modeled gravity was interpolated from observed gravity values.
 AI0247
 AI0247;                    North         East    Units  Estimated Accuracy
 AI0247;SPC FL E     -   488,460.      174,200.      MT  (+/- 180 meters Scaled)
 AI0247
 AI0247                          SUPERSEDED SURVEY CONTROL
 AI0247
 AI0247.No superseded survey control is available for this station.
 AI0247
 AI0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM742794(NAD 83)
 AI0247_MARKER: DD = SURVEY DISK
 AI0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0247_SP_SET: CONCRETE DRAINAGE
 AI0247_STAMPING: 1322-20 RM-1
 AI0247_MARK LOGO: SJRWMD
 AI0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0247+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1996
 AI0247
 AI0247  HISTORY     - Date     Condition        Report By
 AI0247  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI0247  HISTORY     - 19960911 GOOD             FLDEP
 AI0247
 AI0247                          STATION DESCRIPTION
 AI0247
 AI0247'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0247'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTH OF SANFORD, 6.7 MI (10.8 KM)
 AI0247'SOUTHWEST OF MIDWAY IN SECTION 19, TOWNSHIP 20 SOUTH, RANGE 31 EAST.
 AI0247'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 17, 92 (SOUTH
 AI0247'FRENCH AVENUE) AND STATE ROAD 46 (WEST 25TH STREET) ON THE SOUTH SIDE
 AI0247'OF SANFORD, GO SOUTH ON U.S. HIGHWAYS 17, 92 (SOUTH FRENCH AVENUE) FOR
 AI0247'4.35 MI (7.00 KM) TO THE JUNCTION OF COUNTY ROAD 427 ON THE LEFT, TURN
 AI0247'LEFT ON COUNTY ROAD 427 AND GO NORTHEAST FOR 1.35 MI (2.17 KM) TO THE
 AI0247'JUNCTION OF HESTER AVENUE ON THE RIGHT, TURN RIGHT ON HESTER AVENUE
 AI0247'AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF MYRTLE AVENUE,
 AI0247'TURN LEFT ON MYRTLE AVENUE AND GO EAST FOR 1.5 MI (2.4 KM) TO THE
 AI0247'T-JUNCTION OF SANFORD AVENUE, TURN LEFT ON SANFORD AVENUE AND GO NORTH
 AI0247'FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, SET IN TOP OF A 4.0 FT
 AI0247'(1.2 M) X 5.0 FT (1.5 M) CONCRETE DRAINAGE 0.3 FT (9.1 CM) ABOVE THE
 AI0247'LEVEL OF THE GROUND AND LEVEL WITH SANFORD AVENUE. LOCATED 90.0 FT
 AI0247'(27.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF OAK WAY STREET, 84.5
 AI0247'FT (25.8 M) NORTH OF THE EXTENDED CENTERLINE OF FRYER LANE, 17.1 FT
 AI0247'(5.2 M) EAST OF THE CENTERLINE OF SANFORD AVENUE, 0.8 FT (24.4 CM)
 AI0247'WEST OF A 2-INCH PVC WITNESS POST AND 0.6 FT (18.3 CM) NORTH OF THE
 AI0247'SOUTHEAST END OF THE CONCRETE DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1132 ***********************************************************************
 AQ1132  DESIGNATION -  13.225
 AQ1132  PID         -  AQ1132
 AQ1132  STATE/COUNTY-  FL/VOLUSIA
 AQ1132  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1132
 AQ1132                         *CURRENT SURVEY CONTROL
 AQ1132  ___________________________________________________________________
 AQ1132* NAD 83(1986)-  29 13 38.     (N)    081 00 30.     (W)     SCALED    
 AQ1132* NAVD 88     -         3.614  (meters)      11.86   (feet)  ADJUSTED  
 AQ1132  ___________________________________________________________________
 AQ1132  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1132  DYNAMIC HT  -           3.609 (meters)      11.84  (feet)  COMP
 AQ1132  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 AQ1132
 AQ1132  VERT ORDER  -  FIRST     CLASS I
 AQ1132
 AQ1132.The horizontal coordinates were scaled from a topographic map and have
 AQ1132.an estimated accuracy of +/- 6 seconds.
 AQ1132
 AQ1132.The orthometric height was determined by differential leveling
 AQ1132.and adjusted by the National Geodetic Survey in June 1991..
 AQ1132
 AQ1132.The geoid height was determined by GEOID03.
 AQ1132
 AQ1132.The dynamic height is computed by dividing the NAVD 88
 AQ1132.geopotential number by the normal gravity value computed on the
 AQ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1132.degrees latitude (g = 980.6199 gals.).
 AQ1132
 AQ1132.The modeled gravity was interpolated from observed gravity values.
 AQ1132
 AQ1132;                    North         East    Units  Estimated Accuracy
 AQ1132;SPC FL E     -   542,210.      199,190.      MT  (+/- 180 meters Scaled)
 AQ1132
 AQ1132                          SUPERSEDED SURVEY CONTROL
 AQ1132
 AQ1132  NGVD 29 (??/??/92)    3.975  (m)           13.04   (f) ADJ UNCH    1 1
 AQ1132
 AQ1132.Superseded values are not recommended for survey control.
 AQ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1132.See file dsdata.txt to determine how the superseded data were derived.
 AQ1132
 AQ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN991331(NAD 83)
 AQ1132_MARKER: DD = SURVEY DISK
 AQ1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1132_SP_SET: SIDEWALK
 AQ1132_STAMPING: 13.225
 AQ1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1132
 AQ1132  HISTORY     - Date     Condition        Report By
 AQ1132  HISTORY     - UNK      MONUMENTED       FL0780
 AQ1132  HISTORY     - 1964     GOOD             NGS
 AQ1132  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AQ1132  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1132
 AQ1132                          STATION DESCRIPTION
 AQ1132
 AQ1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AQ1132'AT DAYTONA BEACH.
 AQ1132'AT DAYTONA BEACH, ALONG N. ATLANTIC AVENUE NEAR THE INTERSECTION
 AQ1132'OF MAIN STREET, 126 FEET NORTHWEST OF THE CENTER OF THE
 AQ1132'INTERSECTION, 183 FEET SOUTHEAST OF PENINSULA STATION.  POST
 AQ1132'OFFICE, 17.7 FEET NORTHWEST OF A CABLE LINE POLE, 0.5 FOOT
 AQ1132'SOUTHWEST OF THE SOUTHWEST EDGE OF SIDEWALK AND SET IN THE
 AQ1132'SIDEWALK IN FRONT OF LEWISS CAMERA SHOP AT NO. 5 N. ATLANTIC
 AQ1132'AVENUE.
 AQ1132
 AQ1132                          STATION RECOVERY (1987)
 AQ1132
 AQ1132'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1132'MARK NOT FOUND.
 AQ1132
 AQ1132                          STATION RECOVERY (1990)
 AQ1132
 AQ1132'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0011 ***********************************************************************
 AL0011  DESIGNATION -  133 FLHD
 AL0011  PID         -  AL0011
 AL0011  STATE/COUNTY-  FL/PINELLAS
 AL0011  USGS QUAD   -  DUNEDIN (1987)
 AL0011
 AL0011                         *CURRENT SURVEY CONTROL
 AL0011  ___________________________________________________________________
 AL0011* NAD 83(1986)-  28 02 55.     (N)    082 45 35.     (W)     SCALED    
 AL0011* NAVD 88     -         7.234  (meters)      23.73   (feet)  ADJUSTED  
 AL0011  ___________________________________________________________________
 AL0011  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AL0011  DYNAMIC HT  -           7.223 (meters)      23.70  (feet)  COMP
 AL0011  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AL0011
 AL0011  VERT ORDER  -  SECOND    CLASS II
 AL0011
 AL0011.The horizontal coordinates were scaled from a topographic map and have
 AL0011.an estimated accuracy of +/- 6 seconds.
 AL0011
 AL0011.The orthometric height was determined by differential leveling
 AL0011.and adjusted by the National Geodetic Survey in June 1991..
 AL0011
 AL0011.The geoid height was determined by GEOID03.
 AL0011
 AL0011.The dynamic height is computed by dividing the NAVD 88
 AL0011.geopotential number by the normal gravity value computed on the
 AL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0011.degrees latitude (g = 980.6199 gals.).
 AL0011
 AL0011.The modeled gravity was interpolated from observed gravity values.
 AL0011
 AL0011;                    North         East    Units  Estimated Accuracy
 AL0011;SPC FL W     -   411,830.      125,310.      MT  (+/- 180 meters Scaled)
 AL0011
 AL0011                          SUPERSEDED SURVEY CONTROL
 AL0011
 AL0011  NGVD 29 (??/??/92)    7.493  (m)           24.58   (f) ADJ UNCH    2 2
 AL0011
 AL0011.Superseded values are not recommended for survey control.
 AL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0011.See file dsdata.txt to determine how the superseded data were derived.
 AL0011
 AL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM270038(NAD 83)
 AL0011_MARKER: DD = SURVEY DISK
 AL0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0011_SP_SET: HEADWALL
 AL0011_STAMPING: 133 SRD
 AL0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0011
 AL0011  HISTORY     - Date     Condition        Report By
 AL0011  HISTORY     - UNK      MONUMENTED       FLHD
 AL0011  HISTORY     - 1975     GOOD             FLDT
 AL0011  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AL0011  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0011
 AL0011                          STATION DESCRIPTION
 AL0011
 AL0011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0011'AT DUNEDIN.
 AL0011'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0011'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 1.35 MILE TO THE
 AL0011'JUNCTION OF COUNTY RD. 1.  STATION ON RIGHT, 32.9 FT. SOUTH OF THE
 AL0011'CENTERLINE OF CURLEW RD., 33.4 FT. EAST OF C.R. 1.  SET IN TOP
 AL0011'OF A CONCRETE HEADWALL.  SECTION 13, T 28S, R 15E
 AL0011
 AL0011                          STATION RECOVERY (1987)
 AL0011
 AL0011'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJA)
 AL0011'MARK NOT FOUND.
 AL0011
 AL0011                          STATION RECOVERY (1990)
 AL0011
 AL0011'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2112 ***********************************************************************
 AC2112  DESIGNATION -  1335
 AC2112  PID         -  AC2112
 AC2112  STATE/COUNTY-  FL/MIAMI-DADE
 AC2112  USGS QUAD   -  SOUTH MIAMI (1988)
 AC2112
 AC2112                         *CURRENT SURVEY CONTROL
 AC2112  ___________________________________________________________________
 AC2112* NAD 83(1986)-  25 43 22.     (N)    080 15 59.     (W)     SCALED    
 AC2112* NAVD 88     -         3.573  (meters)      11.72   (feet)  ADJUSTED  
 AC2112  ___________________________________________________________________
 AC2112  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AC2112  DYNAMIC HT  -           3.567 (meters)      11.70  (feet)  COMP
 AC2112  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 AC2112  OBS GRAVITY -     979,025.4   (mgal)                       GRAV_OBS
 AC2112
 AC2112  VERT ORDER  -  FIRST     CLASS II
 AC2112
 AC2112.The horizontal coordinates were scaled from a topographic map and have
 AC2112.an estimated accuracy of +/- 6 seconds.
 AC2112
 AC2112.The orthometric height was determined by differential leveling
 AC2112.and adjusted by the National Geodetic Survey in June 1991..
 AC2112
 AC2112.The geoid height was determined by GEOID03.
 AC2112
 AC2112.The dynamic height is computed by dividing the NAVD 88
 AC2112.geopotential number by the normal gravity value computed on the
 AC2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2112.degrees latitude (g = 980.6199 gals.).
 AC2112
 AC2112.The modeled gravity was interpolated from observed gravity values.
 AC2112.The observed gravity was obtained from relative gravimeter ties
 AC2112.to the IGSN71 gravity network.
 AC2112
 AC2112;                    North         East    Units  Estimated Accuracy
 AC2112;SPC FL E     -   154,110.      273,620.      MT  (+/- 180 meters Scaled)
 AC2112
 AC2112                          SUPERSEDED SURVEY CONTROL
 AC2112
 AC2112  NGVD 29 (09/01/92)    4.046  (m)           13.27   (f) ADJUSTED    1 2
 AC2112
 AC2112.Superseded values are not recommended for survey control.
 AC2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2112.See file dsdata.txt to determine how the superseded data were derived.
 AC2112
 AC2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ735451(NAD 83)
 AC2112_MARKER: DD = SURVEY DISK
 AC2112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2112_SP_SET: ABUTMENT
 AC2112_STAMPING: 1335
 AC2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2112
 AC2112  HISTORY     - Date     Condition        Report By
 AC2112  HISTORY     - UNK      MONUMENTED       FLHD
 AC2112  HISTORY     - 1966     GOOD             NGS
 AC2112  HISTORY     - 1973     GOOD             NGS
 AC2112  HISTORY     - 1978     GOOD             NGS
 AC2112  HISTORY     - 1982     GOOD             FLDNR
 AC2112  HISTORY     - 1987     GOOD             USPSQD
 AC2112  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AC2112  HISTORY     - 1989     GOOD             USPSQD
 AC2112  HISTORY     - 19910327 GOOD             USPSQD
 AC2112  HISTORY     - 19930517 MARK NOT FOUND   NGS
 AC2112
 AC2112                          STATION DESCRIPTION
 AC2112
 AC2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC2112'AT CORAL GABLES.
 AC2112'AT CORAL GABLES, ALONG U.S. HIGHWAY 1, AT THE HIGHWAY BRIDGE OVER
 AC2112'THE CORAL GABLES CANAL, 0.2 MILE NORTHEAST OF MILEPOST 372 OF
 AC2112'THE FLORIDA EAST COAST RAILROAD, 49.4 FEET SOUTHEAST OF THE
 AC2112'SOUTHEAST RAIL, 7.4 FEET NORTHWEST OF THE NORTHWEST CURB OF
 AC2112'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 AC2112'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 AC2112'OF THE 90-FOOT CONCRETE BRIDGE.  MARK MAY ALSO BE REACHED BY
 AC2112'GOING 6.6 MILES SOUTHWEST ALONG THE FLORIDA EAST COAST RAILWAY
 AC2112'FROM THE CROSSING OF SW 8 TH STREET AT MIAMI.
 AC2112
 AC2112                          STATION RECOVERY (1973)
 AC2112
 AC2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1978)
 AC2112
 AC2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1982)
 AC2112
 AC2112'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1987)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1987)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 AC2112'MARK NOT FOUND.
 AC2112
 AC2112                          STATION RECOVERY (1989)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1991)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1993)
 AC2112
 AC2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2112'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2891 ***********************************************************************
 BE2891  DESIGNATION -  134 12 WLC USGS
 BE2891  PID         -  BE2891
 BE2891  STATE/COUNTY-  FL/CALHOUN
 BE2891  USGS QUAD   -  CLARKSVILLE (1990)
 BE2891
 BE2891                         *CURRENT SURVEY CONTROL
 BE2891  ___________________________________________________________________
 BE2891* NAD 83(1986)-  30 26 01.     (N)    085 14 12.     (W)     SCALED    
 BE2891* NAVD 88     -        40.749  (meters)     133.69   (feet)  ADJUSTED  
 BE2891  ___________________________________________________________________
 BE2891  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BE2891  DYNAMIC HT  -          40.696 (meters)     133.52  (feet)  COMP
 BE2891  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 BE2891
 BE2891  VERT ORDER  -  SECOND    CLASS I
 BE2891
 BE2891.The horizontal coordinates were scaled from a topographic map and have
 BE2891.an estimated accuracy of +/- 6 seconds.
 BE2891
 BE2891.The orthometric height was determined by differential leveling
 BE2891.and adjusted by the National Geodetic Survey in June 1991..
 BE2891
 BE2891.The geoid height was determined by GEOID03.
 BE2891
 BE2891.The dynamic height is computed by dividing the NAVD 88
 BE2891.geopotential number by the normal gravity value computed on the
 BE2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2891.degrees latitude (g = 980.6199 gals.).
 BE2891
 BE2891.The modeled gravity was interpolated from observed gravity values.
 BE2891
 BE2891;                    North         East    Units  Estimated Accuracy
 BE2891;SPC FL N     -   159,140.      529,240.      MT  (+/- 180 meters Scaled)
 BE2891
 BE2891                          SUPERSEDED SURVEY CONTROL
 BE2891
 BE2891.No superseded survey control is available for this station.
 BE2891
 BE2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU693681(NAD 83)
 BE2891_MARKER: DB = BENCH MARK DISK
 BE2891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2891_SP_SET: CONCRETE CULVERT
 BE2891_STAMPING: 134 12 WLC 1976
 BE2891_MARK LOGO: USGS  
 BE2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2891+STABILITY: SURFACE MOTION
 BE2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE2891+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002
 BE2891
 BE2891  HISTORY     - Date     Condition        Report By
 BE2891  HISTORY     - 1976     MONUMENTED       USGS
 BE2891  HISTORY     - 1981     GOOD             FLDNR
 BE2891  HISTORY     - 19961009 GOOD             USPSQD
 BE2891  HISTORY     - 20020622 GOOD             USPSQD
 BE2891
 BE2891                          STATION DESCRIPTION
 BE2891
 BE2891'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2891'3.0 MI WEST FROM CLARKSVILLE.
 BE2891'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 3.0 MILES WEST
 BE2891'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 40.9 FEET NORTH OF
 BE2891'THE CENTERLINE OF STATE HIGHWAY 20, 0.5 FOOT WEST OF THE EAST END OF A
 BE2891'CONCRETE CULVERT, 0.7 FOOT NORTHWEST OF AN 8-FOOT HIGH REFLECTING SIGN
 BE2891'POST, 12.0 FEET SOUTH OF AN OLD FENCE LINE AND 12.0 MILES EAST OF THE
 BE2891'INTERSECTION OF U.S. HIGHWAY 231 WITH STATE HIGHWAY 20.  THE MARK IS
 BE2891'SET FLUSH IN A CONCRETE CULVERT AND IS 5.1 FEET BELOW THE SURFACE OF
 BE2891'THE ROAD.
 BE2891
 BE2891                          STATION RECOVERY (1996)
 BE2891
 BE2891'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2891'RECOVERED IN GOOD CONDITION.
 BE2891
 BE2891                          STATION RECOVERY (2002)
 BE2891
 BE2891'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE2891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7039 ***********************************************************************
 AG7039  DESIGNATION -  134 C OF SP
 AG7039  PID         -  AG7039
 AG7039  STATE/COUNTY-  FL/PINELLAS
 AG7039  USGS QUAD   -  ST PETERSBURG (1987)
 AG7039
 AG7039                         *CURRENT SURVEY CONTROL
 AG7039  ___________________________________________________________________
 AG7039* NAD 83(1986)-  27 46 39.     (N)    082 40 15.     (W)     SCALED    
 AG7039* NAVD 88     -        15.332  (meters)      50.30   (feet)  ADJUSTED  
 AG7039  ___________________________________________________________________
 AG7039  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG7039  DYNAMIC HT  -          15.310 (meters)      50.23  (feet)  COMP
 AG7039  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 AG7039
 AG7039  VERT ORDER  -  SECOND    CLASS II
 AG7039
 AG7039.The horizontal coordinates were scaled from a topographic map and have
 AG7039.an estimated accuracy of +/- 6 seconds.
 AG7039
 AG7039.The orthometric height was determined by differential leveling
 AG7039.and adjusted by the National Geodetic Survey in June 1991..
 AG7039
 AG7039.The geoid height was determined by GEOID03.
 AG7039
 AG7039.The dynamic height is computed by dividing the NAVD 88
 AG7039.geopotential number by the normal gravity value computed on the
 AG7039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7039.degrees latitude (g = 980.6199 gals.).
 AG7039
 AG7039.The modeled gravity was interpolated from observed gravity values.
 AG7039
 AG7039;                    North         East    Units  Estimated Accuracy
 AG7039;SPC FL W     -   381,730.      133,880.      MT  (+/- 180 meters Scaled)
 AG7039
 AG7039                          SUPERSEDED SURVEY CONTROL
 AG7039
 AG7039  NGVD 29 (??/??/92)   15.601  (m)           51.18   (f) ADJ UNCH    2 2
 AG7039
 AG7039.Superseded values are not recommended for survey control.
 AG7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7039.See file dsdata.txt to determine how the superseded data were derived.
 AG7039
 AG7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL353736(NAD 83)
 AG7039_MARKER: DB = BENCH MARK DISK
 AG7039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7039_SP_SET: CONCRETE POST
 AG7039_PROJECTION: FLUSH
 AG7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7039+STABILITY: SURFACE MOTION
 AG7039
 AG7039  HISTORY     - Date     Condition        Report By
 AG7039  HISTORY     - UNK      MONUMENTED       FL2730
 AG7039  HISTORY     - 1977     GOOD             FL-103
 AG7039  HISTORY     - 20040116 MARK NOT FOUND   USPSQD
 AG7039
 AG7039                          STATION DESCRIPTION
 AG7039
 AG7039'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7039'IN ST PETERSBURG.
 AG7039'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7039'SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 2.05 MILES. STATION ON
 AG7039'RIGHT, 45.1 FT. NORTH OF THE CENTERLINE OF 5TH AVE. N., 91.3 FT. EAST
 AG7039'OF THE CENTERLINE OF 28TH ST. N., 51.7 FT. EAST OF A CONCRETE SIGNAL
 AG7039'LIGHT POLE NO NUMBER, 14.2 FT. NORTH OF THE BACK OF CURB, 0.3 FT.
 AG7039'SOUTH OF THE FACE OF SIDEWALK. SET IN THE TOP OF A CONCRETE X POST
 AG7039'THAT IS FLUSH WITH THE GROUND.
 AG7039
 AG7039                          STATION RECOVERY (2004)
 AG7039
 AG7039'RECOVERY NOTE BY US POWER SQUADRON 2004 (DFR)
 AG7039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0012 ***********************************************************************
 AL0012  DESIGNATION -  134 FLHD
 AL0012  PID         -  AL0012
 AL0012  STATE/COUNTY-  FL/PINELLAS
 AL0012  USGS QUAD   -  DUNEDIN (1987)
 AL0012
 AL0012                         *CURRENT SURVEY CONTROL
 AL0012  ___________________________________________________________________
 AL0012* NAD 83(1986)-  28 02 55.     (N)    082 45 17.     (W)     SCALED    
 AL0012* NAVD 88     -         8.127  (meters)      26.66   (feet)  ADJUSTED  
 AL0012  ___________________________________________________________________
 AL0012  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AL0012  DYNAMIC HT  -           8.115 (meters)      26.62  (feet)  COMP
 AL0012  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AL0012
 AL0012  VERT ORDER  -  SECOND    CLASS II
 AL0012
 AL0012.The horizontal coordinates were scaled from a topographic map and have
 AL0012.an estimated accuracy of +/- 6 seconds.
 AL0012
 AL0012.The orthometric height was determined by differential leveling
 AL0012.and adjusted by the National Geodetic Survey in June 1991..
 AL0012
 AL0012.The geoid height was determined by GEOID03.
 AL0012
 AL0012.The dynamic height is computed by dividing the NAVD 88
 AL0012.geopotential number by the normal gravity value computed on the
 AL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0012.degrees latitude (g = 980.6199 gals.).
 AL0012
 AL0012.The modeled gravity was interpolated from observed gravity values.
 AL0012
 AL0012;                    North         East    Units  Estimated Accuracy
 AL0012;SPC FL W     -   411,830.      125,800.      MT  (+/- 180 meters Scaled)
 AL0012
 AL0012                          SUPERSEDED SURVEY CONTROL
 AL0012
 AL0012  NGVD 29 (??/??/92)    8.387  (m)           27.52   (f) ADJ UNCH    2 2
 AL0012
 AL0012.Superseded values are not recommended for survey control.
 AL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0012.See file dsdata.txt to determine how the superseded data were derived.
 AL0012
 AL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275038(NAD 83)
 AL0012_MARKER: DD = SURVEY DISK
 AL0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0012_SP_SET: HEADWALL
 AL0012_STAMPING: 134 SRD
 AL0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0012
 AL0012  HISTORY     - Date     Condition        Report By
 AL0012  HISTORY     - UNK      MONUMENTED       FLHD
 AL0012  HISTORY     - 1975     GOOD             FLDT
 AL0012  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AL0012  HISTORY     - 1990     GOOD             USPSQD
 AL0012  HISTORY     - 1991     GOOD             USPSQD
 AL0012
 AL0012                          STATION DESCRIPTION
 AL0012
 AL0012'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0012'0.7 MI NE FROM DUNEDIN.
 AL0012'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0012'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 1.7 MILE.
 AL0012'STATION ON RIGHT, 42.0 FT. SOUTH OF THE CENTERLINE OF CURLEW
 AL0012'RD., 118.3 FT. SW OF A POWER POLE (NO NUMBER).  SET IN TOP OF A
 AL0012'CONCRETE HEADWALL, THAT IS 0.5 FT. BELOW THE TOP OF THE GROUND.
 AL0012'SECTION 13, T 28S, R 15E
 AL0012
 AL0012                          STATION RECOVERY (1987)
 AL0012
 AL0012'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJA)
 AL0012'MARK NOT FOUND.
 AL0012
 AL0012                          STATION RECOVERY (1990)
 AL0012
 AL0012'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0012'RECOVERED IN GOOD CONDITION.
 AL0012
 AL0012                          STATION RECOVERY (1991)
 AL0012
 AL0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8273 ***********************************************************************
 AD8273  DESIGNATION -  1341 M
 AD8273  PID         -  AD8273
 AD8273  STATE/COUNTY-  FL/PALM BEACH
 AD8273  USGS QUAD   -  BELLE GLADE (1984)
 AD8273
 AD8273                         *CURRENT SURVEY CONTROL
 AD8273  ___________________________________________________________________
 AD8273* NAD 83(1986)-  26 41 17.     (N)    080 42 47.     (W)     SCALED    
 AD8273* NAVD 88     -         7.932  (meters)      26.02   (feet)  ADJUSTED  
 AD8273  ___________________________________________________________________
 AD8273  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AD8273  DYNAMIC HT  -           7.919 (meters)      25.98  (feet)  COMP
 AD8273  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 AD8273
 AD8273  VERT ORDER  -  FIRST     CLASS II
 AD8273
 AD8273.The horizontal coordinates were scaled from a topographic map and have
 AD8273.an estimated accuracy of +/- 6 seconds.
 AD8273
 AD8273.The orthometric height was determined by differential leveling
 AD8273.and adjusted by the National Geodetic Survey in September 1992..
 AD8273
 AD8273.The geoid height was determined by GEOID03.
 AD8273
 AD8273.The dynamic height is computed by dividing the NAVD 88
 AD8273.geopotential number by the normal gravity value computed on the
 AD8273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8273.degrees latitude (g = 980.6199 gals.).
 AD8273
 AD8273.The modeled gravity was interpolated from observed gravity values.
 AD8273
 AD8273;                    North         East    Units  Estimated Accuracy
 AD8273;SPC FL E     -   260,870.      228,560.      MT  (+/- 180 meters Scaled)
 AD8273
 AD8273                          SUPERSEDED SURVEY CONTROL
 AD8273
 AD8273  NGVD 29 (09/01/92)    8.363  (m)           27.44   (f) ADJUSTED    1 2
 AD8273
 AD8273.Superseded values are not recommended for survey control.
 AD8273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8273.See file dsdata.txt to determine how the superseded data were derived.
 AD8273
 AD8273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK285519(NAD 83)
 AD8273_MARKER: DH = HORIZONTAL CONTROL DISK
 AD8273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8273_SP_SET: CONCRETE POST
 AD8273_STAMPING: 1341 M
 AD8273_MARK LOGO: NGS   
 AD8273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8273+STABILITY: SURFACE MOTION
 AD8273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8273+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 AD8273
 AD8273  HISTORY     - Date     Condition        Report By
 AD8273  HISTORY     - 1975     MONUMENTED       NGS
 AD8273  HISTORY     - 19920206 GOOD             NGS
 AD8273  HISTORY     - 19920401 GOOD             NGS
 AD8273
 AD8273                          STATION DESCRIPTION
 AD8273
 AD8273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 AD8273'MARK IS A COMPONENT OF THE BELLE GLADE CALIBRATION BASE LINE, LOCATED
 AD8273'IN SOUTH BAY ABOUT 25.7 KM (16.0 MI) EAST-SOUTHEAST OF CLEWISTON AND
 AD8273'4.8 KM (3.0 MI) WEST OF BELLE GLADE.  MARK LIES IN THE GRASS SHOULDER
 AD8273'BETWEEN NW 1ST AVENUE AND CANAL L-20 IN SECTION 2 T 44 S R 36 E (BELLE
 AD8273'GLADE 7.5 MIN QUAD). TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 AD8273'STATE HIGHWAY 80 (MARTIN LUTHER KING JR. BOULEVARD), LOCATED IN SOUTH
 AD8273'BAY, GO EAST ON STATE HIGHWAY 80 FOR 0.3 KM (0.2 MI) TO THE
 AD8273'INTERSECTION OF NW 1ST AVENUE.  TURN LEFT AND GO NORTH FOR 1.2 KM (0.7
 AD8273'MI) TO THE INTERSECTION OF ISLAND AVENUE ON THE LEFT.  CONTINUE AHEAD
 AD8273'NORTH FOR 1.47 KM (0.91 MI) TO THE MARK ON THE RIGHT. MARK IS SET IN
 AD8273'THE TOP OF A 35 CM (14 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4
 AD8273'IN) BELOW GROUND SURFACE.  IT IS 14.0 M (45.9 FT) SOUTHEAST OF THE
 AD8273'CENTER OF POWERLINE POLE NO. 68P4, 5.7 M (18.7 FT) EAST OF THE
 AD8273'CENTERLINE OF NW 1ST AVENUE AND 2.5 M (8.2 FT) WEST OF A FIBERGLASS
 AD8273'WITNESS POST SET IN THE BANK SLOPING DOWN TO THE CANAL. FOR MORE
 AD8273'INFORMATION CONTACT MR. WILLIAM ETHERIDGE, PALM BEACH COUNTY,
 AD8273'DEPARTMENT OF ENGINEERING AND PUBLIC WORKS, SURVEY SECTION, P.O. BOX
 AD8273'21229, WEST PALM BEACH, FL 33416, OR CONTACT MR. RONNIE TAYLOR, NOS
 AD8273'NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105,
 AD8273'3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399.
 AD8273
 AD8273                          STATION RECOVERY (1992)
 AD8273
 AD8273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD8273'2.7 KM (1.65 MI) NORTHERLY ALONG A PAVED ROAD (NORTHWEST 1ST AVENUE)
 AD8273'FROM THE POST OFFICE IN SOUTH BAY, 13.8 M (45.3 FT) SOUTHEAST OF
 AD8273'UTILITY POLE NUMBER 68P4 68 4, 5.7 M (18.7 FT) EAST OF THE CENTERLINE
 AD8273'OF THE ROAD, 2.5 M (8.2 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 AD8273'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AD8273'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0013 ***********************************************************************
 AL0013  DESIGNATION -  135 FLHD
 AL0013  PID         -  AL0013
 AL0013  STATE/COUNTY-  FL/PINELLAS
 AL0013  USGS QUAD   -  OLDSMAR (1987)
 AL0013
 AL0013                         *CURRENT SURVEY CONTROL
 AL0013  ___________________________________________________________________
 AL0013* NAD 83(1986)-  28 02 55.     (N)    082 44 35.     (W)     SCALED    
 AL0013* NAVD 88     -        16.989  (meters)      55.74   (feet)  ADJUSTED  
 AL0013  ___________________________________________________________________
 AL0013  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL0013  DYNAMIC HT  -          16.964 (meters)      55.66  (feet)  COMP
 AL0013  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL0013
 AL0013  VERT ORDER  -  SECOND    CLASS II
 AL0013
 AL0013.The horizontal coordinates were scaled from a topographic map and have
 AL0013.an estimated accuracy of +/- 6 seconds.
 AL0013
 AL0013.The orthometric height was determined by differential leveling
 AL0013.and adjusted by the National Geodetic Survey in June 1991..
 AL0013
 AL0013.The geoid height was determined by GEOID03.
 AL0013
 AL0013.The dynamic height is computed by dividing the NAVD 88
 AL0013.geopotential number by the normal gravity value computed on the
 AL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0013.degrees latitude (g = 980.6199 gals.).
 AL0013
 AL0013.The modeled gravity was interpolated from observed gravity values.
 AL0013
 AL0013;                    North         East    Units  Estimated Accuracy
 AL0013;SPC FL W     -   411,820.      126,950.      MT  (+/- 180 meters Scaled)
 AL0013
 AL0013                          SUPERSEDED SURVEY CONTROL
 AL0013
 AL0013  NGVD 29 (??/??/92)   17.248  (m)           56.59   (f) ADJ UNCH    2 2
 AL0013
 AL0013.Superseded values are not recommended for survey control.
 AL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0013.See file dsdata.txt to determine how the superseded data were derived.
 AL0013
 AL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM286038(NAD 83)
 AL0013_MARKER: DD = SURVEY DISK
 AL0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0013_SP_SET: HEADWALL
 AL0013_STAMPING: 135 /SRD/
 AL0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0013
 AL0013  HISTORY     - Date     Condition        Report By
 AL0013  HISTORY     - UNK      MONUMENTED       FLHD
 AL0013  HISTORY     - 1975     GOOD             FLDT
 AL0013  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0013
 AL0013                          STATION DESCRIPTION
 AL0013
 AL0013'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0013'1.4 MI NE FROM DUNEDIN.
 AL0013'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0013'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 2.45 MILE.
 AL0013'STATION ON RIGHT, 39.2 FT. SOUTH OF THE CENTERLINE OF CURLEW RD.,
 AL0013'387.5 FT. EAST OF THE CENTERLINE OF FISHER RD., 96.0 FT. SW OF A
 AL0013'POWER POLE, NUMBER 6A-25338-R, 14.0 FT. NE FROM A TELEPHONE POLE,
 AL0013'NUMBER 460.  SET IN TOP OF A CONCRETE HEADWALL.  SECTION 18, T 28S,
 AL0013'R 16E
 AL0013
 AL0013                          STATION RECOVERY (1990)
 AL0013
 AL0013'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9859 ***********************************************************************
 DE9859  DESIGNATION -  1350 20
 DE9859  PID         -  DE9859
 DE9859  STATE/COUNTY-  FL/ORANGE
 DE9859  USGS QUAD   -  BITHLO (1980)
 DE9859
 DE9859                         *CURRENT SURVEY CONTROL
 DE9859  ___________________________________________________________________
 DE9859* NAD 83(1986)-  28 33 26.     (N)    081 07 07.     (W)     SCALED    
 DE9859* NAVD 88     -        21.047  (meters)      69.05   (feet)  ADJUSTED  
 DE9859  ___________________________________________________________________
 DE9859  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DE9859  DYNAMIC HT  -          21.017 (meters)      68.95  (feet)  COMP
 DE9859  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 DE9859
 DE9859  VERT ORDER  -  SECOND    CLASS I
 DE9859
 DE9859.The horizontal coordinates were scaled from a topographic map and have
 DE9859.an estimated accuracy of +/- 6 seconds.
 DE9859
 DE9859.The orthometric height was determined by differential leveling
 DE9859.and adjusted by the National Geodetic Survey in November 2003..
 DE9859
 DE9859.The geoid height was determined by GEOID03.
 DE9859
 DE9859.The dynamic height is computed by dividing the NAVD 88
 DE9859.geopotential number by the normal gravity value computed on the
 DE9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9859.degrees latitude (g = 980.6199 gals.).
 DE9859
 DE9859.The modeled gravity was interpolated from observed gravity values.
 DE9859
 DE9859;                    North         East    Units  Estimated Accuracy
 DE9859;SPC FL E     -   467,970.      188,390.      MT  (+/- 180 meters Scaled)
 DE9859
 DE9859                          SUPERSEDED SURVEY CONTROL
 DE9859
 DE9859.No superseded survey control is available for this station.
 DE9859
 DE9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM883589(NAD 83)
 DE9859_MARKER: DD = SURVEY DISK
 DE9859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9859_STAMPING: B.M. 1350-20
 DE9859_MARK LOGO: SJRWMD
 DE9859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9859+STABILITY: SURFACE MOTION
 DE9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9859+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9859
 DE9859  HISTORY     - Date     Condition        Report By
 DE9859  HISTORY     - 1997     MONUMENTED       SJRWMD
 DE9859
 DE9859                          STATION DESCRIPTION
 DE9859
 DE9859'DESCRIBED BY ST JOHNS RIVER WATER MGMT DIST 1997 (JLM)
 DE9859'THE MARK IS IN BITHLO IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 32 EAST.
 DE9859'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD)
 DE9859'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON
 DE9859'STATE ROAD 50 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD
 DE9859'LEADING SOUTH AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DE9859'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 50.
 DE9859'LOCATED 105.7 FT (32.2 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DE9859'LANES OF STATE ROAD 50, 20.5 FT (6.2 M) WEST OF THE APPROXIMATE
 DE9859'CEWNTERLINE OF A DIRT ROAD LEADING SOUTH, 60.0 FT (18.3 M) EAST OF
 DE9859'FLDOT BM 5088A20, 17.8 FT (5.4 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DE9859'A 5.0 FT (1.5 M) TALL CHAIN-LINK FENCE AND 0.8 FT (24.4 CM) NORTH OF A
 DE9859'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6651 ***********************************************************************
 DE6651  DESIGNATION -  135.032
 DE6651  PID         -  DE6651
 DE6651  STATE/COUNTY-  FL/UNION
 DE6651  USGS QUAD   -  RAIFORD (1984)
 DE6651
 DE6651                         *CURRENT SURVEY CONTROL
 DE6651  ___________________________________________________________________
 DE6651* NAD 83(1986)-  30 06 13.     (N)    082 09 40.     (W)     SCALED    
 DE6651* NAVD 88     -        40.928  (meters)     134.28   (feet)  ADJUSTED  
 DE6651  ___________________________________________________________________
 DE6651  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DE6651  DYNAMIC HT  -          40.874 (meters)     134.10  (feet)  COMP
 DE6651  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 DE6651
 DE6651  VERT ORDER  -  SECOND    CLASS I
 DE6651
 DE6651.The horizontal coordinates were scaled from a topographic map and have
 DE6651.an estimated accuracy of +/- 6 seconds.
 DE6651
 DE6651.The orthometric height was determined by differential leveling
 DE6651.and adjusted by the National Geodetic Survey in July 2004..
 DE6651.No vertical observational check was made to the station.
 DE6651
 DE6651.The geoid height was determined by GEOID03.
 DE6651
 DE6651.The dynamic height is computed by dividing the NAVD 88
 DE6651.geopotential number by the normal gravity value computed on the
 DE6651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6651.degrees latitude (g = 980.6199 gals.).
 DE6651
 DE6651.The modeled gravity was interpolated from observed gravity values.
 DE6651
 DE6651;                    North         East    Units  Estimated Accuracy
 DE6651;SPC FL N     -   124,640.      825,410.      MT  (+/- 180 meters Scaled)
 DE6651
 DE6651                          SUPERSEDED SURVEY CONTROL
 DE6651
 DE6651.No superseded survey control is available for this station.
 DE6651
 DE6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP881308(NAD 83)
 DE6651_MARKER: DB = BENCH MARK DISK
 DE6651_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6651_SP_SET: BRIDGE CURB
 DE6651_STAMPING: 135.032
 DE6651_MARK LOGO: CGS   
 DE6651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6651+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6651
 DE6651  HISTORY     - Date     Condition        Report By
 DE6651  HISTORY     - UNK      MONUMENTED       CGS
 DE6651  HISTORY     - 19920208 GOOD             NGS
 DE6651
 DE6651                          STATION DESCRIPTION
 DE6651
 DE6651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6651'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTHEAST FROM RAIFORD IN SECTION
 DE6651'36, T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD
 DE6651'121 AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON
 DE6651'COUNTY ROAD CR-125 FOR 3.45 MI (5.55 KM) TO THE MARK ON THE RIGHT, SET
 DE6651'IN THE TOP OF THE CURB OF THE BRIDGE. LOCATED IN THE NORTHWEST END OF
 DE6651'THE SOUTHWEST CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0014 ***********************************************************************
 AL0014  DESIGNATION -  136 FLHD
 AL0014  PID         -  AL0014
 AL0014  STATE/COUNTY-  FL/PINELLAS
 AL0014  USGS QUAD   -  OLDSMAR (1987)
 AL0014
 AL0014                         *CURRENT SURVEY CONTROL
 AL0014  ___________________________________________________________________
 AL0014* NAD 83(1986)-  28 02 55.     (N)    082 44 05.     (W)     SCALED    
 AL0014* NAVD 88     -        19.456  (meters)      63.83   (feet)  ADJUSTED  
 AL0014  ___________________________________________________________________
 AL0014  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AL0014  DYNAMIC HT  -          19.428 (meters)      63.74  (feet)  COMP
 AL0014  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AL0014
 AL0014  VERT ORDER  -  SECOND    CLASS II
 AL0014
 AL0014.The horizontal coordinates were scaled from a topographic map and have
 AL0014.an estimated accuracy of +/- 6 seconds.
 AL0014
 AL0014.The orthometric height was determined by differential leveling
 AL0014.and adjusted by the National Geodetic Survey in June 1991..
 AL0014
 AL0014.The geoid height was determined by GEOID03.
 AL0014
 AL0014.The dynamic height is computed by dividing the NAVD 88
 AL0014.geopotential number by the normal gravity value computed on the
 AL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0014.degrees latitude (g = 980.6199 gals.).
 AL0014
 AL0014.The modeled gravity was interpolated from observed gravity values.
 AL0014
 AL0014;                    North         East    Units  Estimated Accuracy
 AL0014;SPC FL W     -   411,810.      127,770.      MT  (+/- 180 meters Scaled)
 AL0014
 AL0014                          SUPERSEDED SURVEY CONTROL
 AL0014
 AL0014  NGVD 29 (??/??/92)   19.715  (m)           64.68   (f) ADJ UNCH    2 2
 AL0014
 AL0014.Superseded values are not recommended for survey control.
 AL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0014.See file dsdata.txt to determine how the superseded data were derived.
 AL0014
 AL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM295038(NAD 83)
 AL0014_MARKER: DD = SURVEY DISK
 AL0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0014_SP_SET: HEADWALL
 AL0014_STAMPING: 136 SRD
 AL0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0014
 AL0014  HISTORY     - Date     Condition        Report By
 AL0014  HISTORY     - UNK      MONUMENTED       FLHD
 AL0014  HISTORY     - 1975     GOOD             FLDT
 AL0014  HISTORY     - 1990     GOOD             USPSQD
 AL0014  HISTORY     - 1990     GOOD             USPSQD
 AL0014
 AL0014                          STATION DESCRIPTION
 AL0014
 AL0014'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0014'1.8 MI NW FROM OLDSMAR.
 AL0014'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0014'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 0.2 MILE.  STATION
 AL0014'ON RIGHT, 37.4 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 98.0
 AL0014'FT. SW OF A POWER POLE, NUMBER 6A-26303-R, 56.5 FT. NW OF A
 AL0014'POWER POLE, NUMBER 6A-26304-R.  SET IN TOP OF A CONCRETE
 AL0014'HEADWALL.  SECTION 18, T 28 S, R 16 E.
 AL0014
 AL0014                          STATION RECOVERY (1990)
 AL0014
 AL0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0014'RECOVERED IN GOOD CONDITION.
 AL0014
 AL0014                          STATION RECOVERY (1990)
 AL0014
 AL0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7123 ***********************************************************************
 AG7123  DESIGNATION -  137 C OF SP
 AG7123  PID         -  AG7123
 AG7123  STATE/COUNTY-  FL/PINELLAS
 AG7123  USGS QUAD   -  ST PETERSBURG (1987)
 AG7123
 AG7123                         *CURRENT SURVEY CONTROL
 AG7123  ___________________________________________________________________
 AG7123* NAD 83(1986)-  27 47 57.     (N)    082 40 18.     (W)     SCALED    
 AG7123* NAVD 88     -        15.863  (meters)      52.04   (feet)  ADJUSTED  
 AG7123  ___________________________________________________________________
 AG7123  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG7123  DYNAMIC HT  -          15.840 (meters)      51.97  (feet)  COMP
 AG7123  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AG7123
 AG7123  VERT ORDER  -  SECOND    CLASS II
 AG7123
 AG7123.The horizontal coordinates were scaled from a topographic map and have
 AG7123.an estimated accuracy of +/- 6 seconds.
 AG7123
 AG7123.The orthometric height was determined by differential leveling
 AG7123.and adjusted by the National Geodetic Survey in June 1991..
 AG7123
 AG7123.The geoid height was determined by GEOID03.
 AG7123
 AG7123.The dynamic height is computed by dividing the NAVD 88
 AG7123.geopotential number by the normal gravity value computed on the
 AG7123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7123.degrees latitude (g = 980.6199 gals.).
 AG7123
 AG7123.The modeled gravity was interpolated from observed gravity values.
 AG7123
 AG7123;                    North         East    Units  Estimated Accuracy
 AG7123;SPC FL W     -   384,140.      133,820.      MT  (+/- 180 meters Scaled)
 AG7123
 AG7123                          SUPERSEDED SURVEY CONTROL
 AG7123
 AG7123  NGVD 29 (??/??/92)   16.127  (m)           52.91   (f) ADJ UNCH    2 2
 AG7123
 AG7123.Superseded values are not recommended for survey control.
 AG7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7123.See file dsdata.txt to determine how the superseded data were derived.
 AG7123
 AG7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL353760(NAD 83)
 AG7123_MARKER: DD = SURVEY DISK
 AG7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7123_SP_SET: CONCRETE POST
 AG7123_PROJECTION: RECESSED 5 CENTIMETERS
 AG7123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7123+STABILITY: SURFACE MOTION
 AG7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7123+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AG7123
 AG7123  HISTORY     - Date     Condition        Report By
 AG7123  HISTORY     - UNK      MONUMENTED       FL2730
 AG7123  HISTORY     - 1977     GOOD             FL-103
 AG7123  HISTORY     - 19970313 GOOD             USPSQD
 AG7123  HISTORY     - 20021216 GOOD             USPSQD
 AG7123  HISTORY     - 20060108 GOOD             USPSQD
 AG7123  HISTORY     - 20060321 GOOD             USPSQD
 AG7123
 AG7123                          STATION DESCRIPTION
 AG7123
 AG7123'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7123'IN ST PETERSBURG.
 AG7123'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7123'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7123'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7123'AVE. N. FOR 2.15 MILES TO 28TH ST. N. STATION ON THE RIGHT, IN THE
 AG7123'N.W. CORNER, 36.5 FT. NORTH OF THE CENTERLINE OF 30TH AVE. N., 49.9
 AG7123'FT. WEST OF THE CENTERLIN OF 28TH ST. N., 7.9 FT. NORTH OF A FIRE
 AG7123'HYDRANT, 21.7 FT. EAST OF A 9 INCH PALM TREE, 16.5 FT. NORTH OF THE
 AG7123'BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES
 AG7123'BELOW THE GROUND.  NO STAMPING ON DISK.
 AG7123
 AG7123                          STATION RECOVERY (1997)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7123'RECOVERED IN GOOD CONDITION.
 AG7123
 AG7123                          STATION RECOVERY (2002)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 AG7123'RECOVERED IN GOOD CONDITION.
 AG7123
 AG7123                          STATION RECOVERY (2006)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 AG7123'RECOVERED IN GOOD CONDITION.
 AG7123
 AG7123                          STATION RECOVERY (2006)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG7123'GPS COORDINATES  27  47.962 N   82  40.290
 AG7123' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0015 ***********************************************************************
 AL0015  DESIGNATION -  137 FLHD
 AL0015  PID         -  AL0015
 AL0015  STATE/COUNTY-  FL/PINELLAS
 AL0015  USGS QUAD   -  OLDSMAR (1987)
 AL0015
 AL0015                         *CURRENT SURVEY CONTROL
 AL0015  ___________________________________________________________________
 AL0015* NAD 83(1986)-  28 02 56.     (N)    082 42 28.     (W)     SCALED    
 AL0015* NAVD 88     -         4.951  (meters)      16.24   (feet)  ADJUSTED  
 AL0015  ___________________________________________________________________
 AL0015  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL0015  DYNAMIC HT  -           4.944 (meters)      16.22  (feet)  COMP
 AL0015  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 AL0015
 AL0015  VERT ORDER  -  SECOND    CLASS I
 AL0015
 AL0015.The horizontal coordinates were scaled from a topographic map and have
 AL0015.an estimated accuracy of +/- 6 seconds.
 AL0015
 AL0015.The orthometric height was determined by differential leveling
 AL0015.and adjusted by the National Geodetic Survey in June 1991..
 AL0015
 AL0015.The geoid height was determined by GEOID03.
 AL0015
 AL0015.The dynamic height is computed by dividing the NAVD 88
 AL0015.geopotential number by the normal gravity value computed on the
 AL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0015.degrees latitude (g = 980.6199 gals.).
 AL0015
 AL0015.The modeled gravity was interpolated from observed gravity values.
 AL0015
 AL0015;                    North         East    Units  Estimated Accuracy
 AL0015;SPC FL W     -   411,830.      130,420.      MT  (+/- 180 meters Scaled)
 AL0015
 AL0015                          SUPERSEDED SURVEY CONTROL
 AL0015
 AL0015  NGVD 29 (??/??/92)    5.210  (m)           17.09   (f) ADJ UNCH    2 1
 AL0015
 AL0015.Superseded values are not recommended for survey control.
 AL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0015.See file dsdata.txt to determine how the superseded data were derived.
 AL0015
 AL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM321037(NAD 83)
 AL0015_MARKER: DD = SURVEY DISK
 AL0015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0015_STAMPING: 137 SRD
 AL0015_MARK LOGO: FLHD  
 AL0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0015
 AL0015  HISTORY     - Date     Condition        Report By
 AL0015  HISTORY     - UNK      MONUMENTED       FLHD
 AL0015  HISTORY     - 1975     GOOD             FLDT
 AL0015  HISTORY     - 1983     GOOD             FLDNR
 AL0015  HISTORY     - 1990     GOOD             USPSQD
 AL0015  HISTORY     - 1990     GOOD             USPSQD
 AL0015
 AL0015                          STATION DESCRIPTION
 AL0015
 AL0015'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0015'0.2 MI W FROM OLDSMAR.
 AL0015'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0015'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 1.95 MILE.  STATION
 AL0015'ON RIGHT, IN SW CORNER OF LAKE TARPON CANAL BRIDGE, 14.0 FT.
 AL0015'SOUTH OF THE CENTERLINE OF CURLEW RD.  SET IN TOP OF CONCRETE
 AL0015'BRIDGE ABUTMENT.  SECTION 16, T 28 S, R 16 E.
 AL0015
 AL0015                          STATION RECOVERY (1983)
 AL0015
 AL0015'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0015'RECOVERED IN GOOD CONDITION.
 AL0015
 AL0015                          STATION RECOVERY (1990)
 AL0015
 AL0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0015'RECOVERED IN GOOD CONDITION.
 AL0015
 AL0015                          STATION RECOVERY (1990)
 AL0015
 AL0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1252 ***********************************************************************
 AD1252  DESIGNATION -  13.74
 AD1252  PID         -  AD1252
 AD1252  STATE/COUNTY-  FL/COLLIER
 AD1252  USGS QUAD   -  NAPLES NORTH (1987)
 AD1252
 AD1252                         *CURRENT SURVEY CONTROL
 AD1252  ___________________________________________________________________
 AD1252* NAD 83(1986)-  26 08 29.     (N)    081 47 24.     (W)     SCALED    
 AD1252* NAVD 88     -         3.850  (meters)      12.63   (feet)  ADJUSTED  
 AD1252  ___________________________________________________________________
 AD1252  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AD1252  DYNAMIC HT  -           3.844 (meters)      12.61  (feet)  COMP
 AD1252  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AD1252
 AD1252  VERT ORDER  -  FIRST     CLASS II
 AD1252
 AD1252.The horizontal coordinates were scaled from a topographic map and have
 AD1252.an estimated accuracy of +/- 6 seconds.
 AD1252
 AD1252.The orthometric height was determined by differential leveling
 AD1252.and adjusted by the National Geodetic Survey in September 1992..
 AD1252.WARNING-Repeat measurements at this control monument indicate possible
 AD1252.vertical movement.
 AD1252
 AD1252.The geoid height was determined by GEOID03.
 AD1252
 AD1252.The dynamic height is computed by dividing the NAVD 88
 AD1252.geopotential number by the normal gravity value computed on the
 AD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1252.degrees latitude (g = 980.6199 gals.).
 AD1252
 AD1252.The modeled gravity was interpolated from observed gravity values.
 AD1252
 AD1252;                    North         East    Units  Estimated Accuracy
 AD1252;SPC FL E     -   200,520.      121,010.      MT  (+/- 180 meters Scaled)
 AD1252
 AD1252                          SUPERSEDED SURVEY CONTROL
 AD1252
 AD1252  NAVD 88 (06/15/91)    3.859  (m)           12.66   (f) UNKNOWN     1 2
 AD1252  NGVD 29 (09/01/92)    4.240  (m)           13.91   (f) ADJUSTED    1 2
 AD1252
 AD1252.Superseded values are not recommended for survey control.
 AD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1252.See file dsdata.txt to determine how the superseded data were derived.
 AD1252
 AD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ210915(NAD 83)
 AD1252_MARKER: DD = SURVEY DISK
 AD1252_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1252_SP_SET: ABUTMENT
 AD1252_STAMPING: 13.74
 AD1252_MARK LOGO: FLHD  
 AD1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1252+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD1252
 AD1252  HISTORY     - Date     Condition        Report By
 AD1252  HISTORY     - UNK      MONUMENTED       FLHD
 AD1252  HISTORY     - 1966     GOOD             NGS
 AD1252  HISTORY     - 1979     GOOD             NGS
 AD1252  HISTORY     - 1984     GOOD             FLDNR
 AD1252  HISTORY     - 1986     GOOD             USPSQD
 AD1252  HISTORY     - 1987     GOOD             USPSQD
 AD1252  HISTORY     - 1988     GOOD             USPSQD
 AD1252  HISTORY     - 19891002 GOOD             USPSQD
 AD1252  HISTORY     - 1990     GOOD             USPSQD
 AD1252  HISTORY     - 19920301 GOOD             NGS
 AD1252
 AD1252                          STATION DESCRIPTION
 AD1252
 AD1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1252'AT NAPLES.
 AD1252'AT NAPLES, ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1252'THE COURTHOUSE, AT THE NORTHWEST END OF THE NORTHWEST ONE OF TWO
 AD1252'HIGHWAY BRIDGES OVER GORDON RIVER, AT THE SOUTHWEST CORNER OF
 AD1252'THE BRIDGE, 5.0 FEET SOUTHWEST OF THE SOUTHWEST CURB, IN TOP OF THE
 AD1252'END POST, AND 3.2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 AD1252
 AD1252                          STATION RECOVERY (1979)
 AD1252
 AD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1984)
 AD1252
 AD1252'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1986)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1986 (HEA)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1987)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1988)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1989)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1990)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1992)
 AD1252
 AD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1252'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1252'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE
 AD1252'EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF BRIDGE NUMBER 030013,
 AD1252'6.9 M (22.6 FT) NORTH OF THE CENTER OF THE EASTBOUND LANES OF THE
 AD1252'HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD1252'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8643 ***********************************************************************
 AG8643  DESIGNATION -  138 11 RHP TT
 AG8643  PID         -  AG8643
 AG8643  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8643  USGS QUAD   -  LITHIA (1987)
 AG8643
 AG8643                         *CURRENT SURVEY CONTROL
 AG8643  ___________________________________________________________________
 AG8643* NAD 83(1990)-  27 45 46.90623(N)    082 14 26.98831(W)     ADJUSTED  
 AG8643* NAVD 88     -        41.72   (+/-2cm)     136.9    (feet)  VERTCON   
 AG8643  ___________________________________________________________________
 AG8643  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AG8643  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG8643
 AG8643  HORZ ORDER  -  SECOND
 AG8643  VERT ORDER  -  THIRD ? (See Below)
 AG8643
 AG8643.The horizontal coordinates were established by classical geodetic methods
 AG8643.and adjusted by the National Geodetic Survey in May 1991..
 AG8643
 AG8643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8643.The vertical order pertains to the NGVD 29 superseded value.
 AG8643
 AG8643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8643
 AG8643.The geoid height was determined by GEOID03.
 AG8643
 AG8643;                    North         East     Units Scale Factor Converg.
 AG8643;SPC FL W     -   379,973.283   176,261.241   MT  0.99994813   -0 06 43.9
 AG8643;SPC FL W     - 1,246,629.01    578,283.75   sFT  0.99994813   -0 06 43.9
 AG8643;UTM  17      - 3,071,569.192   377,727.157   MT  0.99978454   -0 34 41.1
 AG8643
 AG8643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8643!SPC FL W     -   0.99999737  x   0.99994813  =   0.99994550
 AG8643!UTM  17      -   0.99999737  x   0.99978454  =   0.99978191
 AG8643
 AG8643                          SUPERSEDED SURVEY CONTROL
 AG8643
 AG8643  NAD 83(1986)-  27 45 46.91128(N)    082 14 27.01061(W) AD(       ) 2
 AG8643  NGVD 29 (06/09/89)   42.00   (m)          137.8    (f) LEVELING    3  
 AG8643
 AG8643.Superseded values are not recommended for survey control.
 AG8643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8643.See file dsdata.txt to determine how the superseded data were derived.
 AG8643
 AG8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7772771569(NAD 83)
 AG8643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG8643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8643+STABILITY: SURFACE MOTION
 AG8643
 AG8643  HISTORY     - Date     Condition        Report By
 AG8643  HISTORY     - UNK      MONUMENTED
 AG8643  HISTORY     - 1984     GOOD             FL-057
 AG8643
 AG8643                          STATION DESCRIPTION
 AG8643
 AG8643'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8643'THE STATION IS LOCATED IN THE BALM AREA OF SOUTHERN HILLSBOROUGH
 AG8643'COUNTY.
 AG8643'
 AG8643'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 672 AND HWY
 AG8643'39, PROCEED WEST ON COUNTY ROAD 672 FOR ABOUT 5.8 MILES TO DUPREE
 AG8643'ROAD, A DIRT ROAD TO THE NORTH, STATION IS IN THE NORTHWEST CORNER OF
 AG8643'THE T-JUNCTION OF DUPREE ROAD AND COUNTY ROAD 672.
 AG8643'
 AG8643'THE STATION IS A STANDARD N.G.S. DISK STAMPED---138 11 RHP 1949
 AG8643'TT---SET INTO THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING
 AG8643'6 INCHES ABOVE GROUND, LOCATED 33.1 FEET NORTH OF THE CENTERLINE OF
 AG8643'COUNTY ROAD 672, 45.4 FEET SOUTHWEST OF A METAL PIPE UNDER A SHELL
 AG8643'DRIVE, 69.5 FEET WEST OF A 6 FOOT CHAIN LINK FENCE AROUND GENERAL
 AG8643'TELEPHONE COMPANY STATION, 10.8 FEET NORTHWEST OF A METAL PIPE UNDER
 AG8643'A SHELL ROAD(DUPREE ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0016 ***********************************************************************
 AL0016  DESIGNATION -  138 FLHD
 AL0016  PID         -  AL0016
 AL0016  STATE/COUNTY-  FL/PINELLAS
 AL0016  USGS QUAD   -  OLDSMAR (1987)
 AL0016
 AL0016                         *CURRENT SURVEY CONTROL
 AL0016  ___________________________________________________________________
 AL0016* NAD 83(1986)-  28 02 56.     (N)    082 42 20.     (W)     SCALED    
 AL0016* NAVD 88     -         4.788  (meters)      15.71   (feet)  ADJUSTED  
 AL0016  ___________________________________________________________________
 AL0016  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL0016  DYNAMIC HT  -           4.782 (meters)      15.69  (feet)  COMP
 AL0016  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 AL0016
 AL0016  VERT ORDER  -  SECOND    CLASS I
 AL0016
 AL0016.The horizontal coordinates were scaled from a topographic map and have
 AL0016.an estimated accuracy of +/- 6 seconds.
 AL0016
 AL0016.The orthometric height was determined by differential leveling
 AL0016.and adjusted by the National Geodetic Survey in June 1991..
 AL0016
 AL0016.The geoid height was determined by GEOID03.
 AL0016
 AL0016.The dynamic height is computed by dividing the NAVD 88
 AL0016.geopotential number by the normal gravity value computed on the
 AL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0016.degrees latitude (g = 980.6199 gals.).
 AL0016
 AL0016.The modeled gravity was interpolated from observed gravity values.
 AL0016
 AL0016;                    North         East    Units  Estimated Accuracy
 AL0016;SPC FL W     -   411,830.      130,640.      MT  (+/- 180 meters Scaled)
 AL0016
 AL0016                          SUPERSEDED SURVEY CONTROL
 AL0016
 AL0016  NGVD 29 (??/??/92)    5.047  (m)           16.56   (f) ADJ UNCH    2 1
 AL0016
 AL0016.Superseded values are not recommended for survey control.
 AL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0016.See file dsdata.txt to determine how the superseded data were derived.
 AL0016
 AL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM323037(NAD 83)
 AL0016_MARKER: DD = SURVEY DISK
 AL0016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0016_STAMPING: 138 SRD
 AL0016_MARK LOGO: FLHD  
 AL0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0016
 AL0016  HISTORY     - Date     Condition        Report By
 AL0016  HISTORY     - UNK      MONUMENTED       FLHD
 AL0016  HISTORY     - 1975     GOOD             FLDT
 AL0016  HISTORY     - 1983     GOOD             FLDNR
 AL0016  HISTORY     - 1990     GOOD             USPSQD
 AL0016  HISTORY     - 1990     GOOD             USPSQD
 AL0016
 AL0016                          STATION DESCRIPTION
 AL0016
 AL0016'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0016'0.2 MI W FROM OLDSMAR.
 AL0016'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0016'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 2.0 MILE.  STATION
 AL0016'ON LEFT, IN NE CORNER OF LAKE TARPON CANAL BRIDGE, 14.0 FT. NORTH
 AL0016'OF THE CENTERLINE OF CURLEW RD.  SET IN TOP OF CONCRETE BRIDGE
 AL0016'ABUTMENT.  SECTION 16, T 28 S, R 16 E.
 AL0016
 AL0016                          STATION RECOVERY (1983)
 AL0016
 AL0016'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0016'RECOVERED IN GOOD CONDITION.
 AL0016
 AL0016                          STATION RECOVERY (1990)
 AL0016
 AL0016'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0016'RECOVERED IN GOOD CONDITION.
 AL0016
 AL0016                          STATION RECOVERY (1990)
 AL0016
 AL0016'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0017 ***********************************************************************
 AL0017  DESIGNATION -  139 FLHD
 AL0017  PID         -  AL0017
 AL0017  STATE/COUNTY-  FL/PINELLAS
 AL0017  USGS QUAD   -  OLDSMAR (1987)
 AL0017
 AL0017                         *CURRENT SURVEY CONTROL
 AL0017  ___________________________________________________________________
 AL0017* NAD 83(1986)-  28 02 56.     (N)    082 41 42.     (W)     SCALED    
 AL0017* NAVD 88     -         3.082  (meters)      10.11   (feet)  ADJUSTED  
 AL0017  ___________________________________________________________________
 AL0017  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL0017  DYNAMIC HT  -           3.077 (meters)      10.10  (feet)  COMP
 AL0017  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AL0017
 AL0017  VERT ORDER  -  SECOND    CLASS II
 AL0017
 AL0017.The horizontal coordinates were scaled from a topographic map and have
 AL0017.an estimated accuracy of +/- 6 seconds.
 AL0017
 AL0017.The orthometric height was determined by differential leveling
 AL0017.and adjusted by the National Geodetic Survey in June 1991..
 AL0017
 AL0017.The geoid height was determined by GEOID03.
 AL0017
 AL0017.The dynamic height is computed by dividing the NAVD 88
 AL0017.geopotential number by the normal gravity value computed on the
 AL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0017.degrees latitude (g = 980.6199 gals.).
 AL0017
 AL0017.The modeled gravity was interpolated from observed gravity values.
 AL0017
 AL0017;                    North         East    Units  Estimated Accuracy
 AL0017;SPC FL W     -   411,820.      131,670.      MT  (+/- 180 meters Scaled)
 AL0017
 AL0017                          SUPERSEDED SURVEY CONTROL
 AL0017
 AL0017  NGVD 29 (??/??/92)    3.340  (m)           10.96   (f) ADJ UNCH    2 2
 AL0017
 AL0017.Superseded values are not recommended for survey control.
 AL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0017.See file dsdata.txt to determine how the superseded data were derived.
 AL0017
 AL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM334037(NAD 83)
 AL0017_MARKER: DD = SURVEY DISK
 AL0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0017_SP_SET: HEADWALL
 AL0017_STAMPING: 139 SRD
 AL0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0017
 AL0017  HISTORY     - Date     Condition        Report By
 AL0017  HISTORY     - UNK      MONUMENTED       FLHD
 AL0017  HISTORY     - 1975     GOOD             FLDT
 AL0017
 AL0017                          STATION DESCRIPTION
 AL0017
 AL0017'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0017'AT OLDSMAR.
 AL0017'STATION IS AT THE INTERSECTION OF CURLEW RD. (S.R. S-586) AND
 AL0017'S.R. 584, 23.0 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 158.5
 AL0017'FT. SW OF THE CENTERLINE OF S.R. 584, 110.5 FT. E/NE OF A POWER
 AL0017'POLE (NO NUMBER).  SET IN TOP OF HEADWALL.  SECTION 15, T 28 S,
 AL0017'R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0711 ***********************************************************************
 AS0711  DESIGNATION -  14
 AS0711  PID         -  AS0711
 AS0711  STATE/COUNTY-  FL/FRANKLIN
 AS0711  USGS QUAD   -  JACKSON RIVER (1992)
 AS0711
 AS0711                         *CURRENT SURVEY CONTROL
 AS0711  ___________________________________________________________________
 AS0711* NAD 83(1990)-  29 46 10.23297(N)    085 05 04.05361(W)     ADJUSTED  
 AS0711* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AS0711  ___________________________________________________________________
 AS0711  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AS0711  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AS0711
 AS0711  HORZ ORDER  -  SECOND
 AS0711
 AS0711.The horizontal coordinates were established by classical geodetic methods
 AS0711.and adjusted by the National Geodetic Survey in May 1991..
 AS0711
 AS0711.The orthometric height was scaled from a topographic map.
 AS0711
 AS0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0711
 AS0711.The geoid height was determined by GEOID03.
 AS0711
 AS0711;                    North         East     Units Scale Factor Converg.
 AS0711;SPC FL N     -    85,443.042   543,479.641   MT  0.99997237   -0 17 37.3
 AS0711;SPC FL N     -   280,324.38  1,783,066.12   sFT  0.99997237   -0 17 37.3
 AS0711;UTM  16      - 3,294,782.974   685,192.524   MT  1.00002317   +0 57 04.9
 AS0711
 AS0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0711!SPC FL N     -   1.00000414  x   0.99997237  =   0.99997651
 AS0711!UTM  16      -   1.00000414  x   1.00002317  =   1.00002731
 AS0711
 AS0711:                Primary Azimuth Mark                     Grid Az
 AS0711:SPC FL N     -  24                                       092 21 46.8
 AS0711:UTM  16      -  24                                       091 07 04.6
 AS0711
 AS0711|---------------------------------------------------------------------|
 AS0711| PID    Reference Object                     Distance      Geod. Az  |
 AS0711|                                                           dddmmss.s |
 AS0711| AS0710 24                                  APPROX. 4.0 KM 0920409.5 |
 AS0711| AS0694 APALACHICOLA SHEIPS MILL TANK       APPROX. 9.6 KM 1142944.2 |
 AS0711| CW2611 14 RM 1                                            12107     |
 AS0711| AS0731 NORTHWEST IRON STACK                APPROX. 3.0 KM 1673835.1 |
 AS0711| CW2612 14 RM 2                              34.629 METERS 20938     |
 AS0711|---------------------------------------------------------------------|
 AS0711
 AS0711                          SUPERSEDED SURVEY CONTROL
 AS0711
 AS0711  NAD 83(1986)-  29 46 10.24416(N)    085 05 04.06827(W) AD(       ) 2
 AS0711  NAD 27      -  29 46 09.48500(N)    085 05 04.38200(W) AD(       ) 2
 AS0711
 AS0711.Superseded values are not recommended for survey control.
 AS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0711.See file dsdata.txt to determine how the superseded data were derived.
 AS0711
 AS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8519394783(NAD 83)
 AS0711_MARKER: DD = SURVEY DISK
 AS0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AS0711
 AS0711  HISTORY     - Date     Condition        Report By
 AS0711  HISTORY     - 1934     MONUMENTED       USE
 AS0711  HISTORY     - 1935     GOOD             CGS
 AS0711
 AS0711                          STATION DESCRIPTION
 AS0711
 AS0711'DESCRIBED BY US ENGINEERS 1934 (CAE)
 AS0711'ON S SHORE OF THE JACKSON RIVER ABOUT 2 MILES E OF THE E END
 AS0711'OF LAKE WIMICO, IN A SMALL CLEARING KNOWN AS HUCKLEBERRY
 AS0711'LANDING, 16 METERS W OF THE W EDGE OF SHELL ROAD LEADING TO
 AS0711'THE LANDING AND 11 METERS S OF THE HIGH-WATER LINE, IN EDGE OF
 AS0711'TREE LINE OF SMALL CLEARING.
 AS0711'
 AS0711'STATION MARK IS A U.S.E. BRONZE DISK SET IN CIRCULAR CONCRETE
 AS0711'MONUMENT 16 INCHES IN DIAMETER.
 AS0711
 AS0711                          STATION RECOVERY (1935)
 AS0711
 AS0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 AS0711'THE STATION IS A SECOND-ORDER STATION AT A LANDING KNOWN AS
 AS0711'HUCKLEBERRY LANDING ON THE S BANK OF THE JACKSON RIVER, A PART
 AS0711'OF THE INTRA-COASTAL WATERWAY, ABOUT 2 MILES SE OF THE
 AS0711'SOUTHEASTERN END OF LAKE WIMICO.
 AS0711'
 AS0711'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 AS0711'THE TOP OF A TILE.
 AS0711'
 AS0711'THE STATION MARK IS AN ARMY ENGINEERS BENCH MARK DISK SET IN
 AS0711'CONCRETE IN AN 18-INCH CAST-IRON PIPE.  THE NUMBERS 14 AND
 AS0711'1934 ARE SCRATCHED IN THE SURFACE OF THE CONCRETE.
 AS0711'
 AS0711'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN 6-INCH TILE,
 AS0711'PROJECTING ABOUT 4 INCHES, ABOUT 27 METERS E OF THE STATION ON
 AS0711'THE E SIDE OF THE ROAD, ABOUT 17 METERS FROM THE BANK OF THE
 AS0711'CANAL.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN 6-INCH
 AS0711'TILE, PROJECTING ABOUT 4 INCHES, ABOUT 34 METERS S OF THE
 AS0711'STATION.
 AS0711'
 AS0711'IT IS REACHED BY TAKING STATE HIGHWAY 10, 24 MILES E OUT OF
 AS0711'PORT ST. JOE AND TURNING LEFT ON SHELL ROAD, FOLLOW SHELL ROAD
 AS0711'3.4 MILES TO THE RIVER, KEEPING RIGHT FORK.  IT IS ABOUT 18
 AS0711'METERS W OF THE CENTER LINE OF THE ROAD AND ABOUT 15 METERS S
 AS0711'OF THE BANK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3542 ***********************************************************************
 BE3542  DESIGNATION -  14
 BE3542  PID         -  BE3542
 BE3542  STATE/COUNTY-  FL/BAY
 BE3542  USGS QUAD   -  ALLANTON (1992)
 BE3542
 BE3542                         *CURRENT SURVEY CONTROL
 BE3542  ___________________________________________________________________
 BE3542* NAD 83(1990)-  30 02 57.94454(N)    085 26 30.71341(W)     ADJUSTED  
 BE3542* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BE3542  ___________________________________________________________________
 BE3542  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BE3542  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3542
 BE3542  HORZ ORDER  -  SECOND
 BE3542
 BE3542.The horizontal coordinates were established by classical geodetic methods
 BE3542.and adjusted by the National Geodetic Survey in May 1991..
 BE3542
 BE3542.The orthometric height was scaled from a topographic map.
 BE3542
 BE3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3542
 BE3542.The geoid height was determined by GEOID03.
 BE3542
 BE3542;                    North         East     Units Scale Factor Converg.
 BE3542;SPC FL N     -   116,701.449   509,173.562   MT  0.99995054   -0 28 23.9
 BE3542;SPC FL N     -   382,878.00  1,670,513.59   sFT  0.99995054   -0 28 23.9
 BE3542;UTM  16      - 3,325,285.443   650,213.299   MT  0.99987839   +0 46 49.4
 BE3542
 BE3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3542!SPC FL N     -   1.00000436  x   0.99995054  =   0.99995490
 BE3542!UTM  16      -   1.00000436  x   0.99987839  =   0.99988275
 BE3542
 BE3542:                Primary Azimuth Mark                     Grid Az
 BE3542:SPC FL N     -  CHIM                                     073 30 14.8
 BE3542:UTM  16      -  CHIM                                     072 15 01.5
 BE3542
 BE3542|---------------------------------------------------------------------|
 BE3542| PID    Reference Object                     Distance      Geod. Az  |
 BE3542|                                                           dddmmss.s |
 BE3542| BE3540 CHIM                                APPROX. 1.8 KM 0730150.9 |
 BE3542| BE3546 5                                   APPROX. 3.9 KM 1090019.4 |
 BE3542| CW2609 14 RM 1                              15.562 METERS 23148     |
 BE3542| CW2610 14 RM 2                              16.663 METERS 32406     |
 BE3542|---------------------------------------------------------------------|
 BE3542
 BE3542                          SUPERSEDED SURVEY CONTROL
 BE3542
 BE3542  NAD 83(1986)-  30 02 57.95483(N)    085 26 30.72770(W) AD(       ) 2
 BE3542  NAD 27      -  30 02 57.22400(N)    085 26 31.01100(W) AD(       ) 2
 BE3542
 BE3542.Superseded values are not recommended for survey control.
 BE3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3542.See file dsdata.txt to determine how the superseded data were derived.
 BE3542
 BE3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5021325285(NAD 83)
 BE3542_MARKER: DB = BENCH MARK DISK
 BE3542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BE3542
 BE3542  HISTORY     - Date     Condition        Report By
 BE3542  HISTORY     - 1934     MONUMENTED       USE
 BE3542  HISTORY     - 1946     GOOD             CGS
 BE3542  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3542
 BE3542                          STATION DESCRIPTION
 BE3542
 BE3542'DESCRIBED BY US ENGINEERS 1934 (WDP)
 BE3542'STATION IS ON THE N SHORE OF EAST BAY.  2-1/2 MILES NE OF
 BE3542'FARMDALE.  APPROXIMATELY 1 MILE S OF THE ENTRANCE OF HARRISON
 BE3542'BAYOU, LOCALLY CALLED SANDY CREEK.  2 MILES NE OF ALLANTON.  8
 BE3542'METERS FROM HIGH-WATER LINE.  AND APPROXIMATELY 164 METERS N
 BE3542'OF A FAIRLY DEFINITE POINT.  STATION IS MARKED BY A STANDARD
 BE3542'UNITED STATES ENGINEERS BENCH MARK DISK SET IN THE TOP OF A
 BE3542'CONCRETE FILLED IRON PIPE AND IS STAMPED U.S.E.D. 14.
 BE3542'
 BE3542'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3542'CONCRETE, IN THE TOP OF A TILE.
 BE3542'
 BE3542'REFERENCE MARK NO.1, 1934 IS W FROM THE STATION AT THE E EDGE
 BE3542'OF THE MARSH.  MARK IS SET IN THE TOP OF A 6-INCH TILE WHICH
 BE3542'PROJECTS ABOUT 5 INCHES ABOVE GROUND.  STAMPED U.S.E.D. 14, 1934
 BE3542'NO.1.  REFERENCE MARK NO.2, 1934 IS N OF THE STATION AT THE E
 BE3542'EDGE OF THE MARSH.  MARK IS SET IN THE TOP OF A 6-INCH TILE
 BE3542'WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  STAMPED U.S.E.D.
 BE3542'14, 1934 NO.2.
 BE3542'
 BE3542'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 BE3542
 BE3542                          STATION RECOVERY (1946)
 BE3542
 BE3542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3542'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BE3542'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES FROM REFERENCE
 BE3542'MARKS TO STATION MEASURED AND FOUND TO BE CORRECT.
 BE3542
 BE3542                          STATION RECOVERY (1995)
 BE3542
 BE3542'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6834 ***********************************************************************
 DE6834  DESIGNATION -  14 7809001
 DE6834  PID         -  DE6834
 DE6834  STATE/COUNTY-  FL/ST JOHNS
 DE6834  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 DE6834
 DE6834                         *CURRENT SURVEY CONTROL
 DE6834  ___________________________________________________________________
 DE6834* NAD 83(1986)-  29 45 18.     (N)    081 19 48.     (W)     SCALED    
 DE6834* NAVD 88     -         8.237  (meters)      27.02   (feet)  ADJUSTED  
 DE6834  ___________________________________________________________________
 DE6834  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DE6834  DYNAMIC HT  -           8.226 (meters)      26.99  (feet)  COMP
 DE6834  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 DE6834
 DE6834  VERT ORDER  -  SECOND    CLASS I
 DE6834
 DE6834.The horizontal coordinates were scaled from a topographic map and have
 DE6834.an estimated accuracy of +/- 6 seconds.
 DE6834
 DE6834.The orthometric height was determined by differential leveling
 DE6834.and adjusted by the National Geodetic Survey in May 2004..
 DE6834
 DE6834.The geoid height was determined by GEOID03.
 DE6834
 DE6834.The dynamic height is computed by dividing the NAVD 88
 DE6834.geopotential number by the normal gravity value computed on the
 DE6834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6834.degrees latitude (g = 980.6199 gals.).
 DE6834
 DE6834.The modeled gravity was interpolated from observed gravity values.
 DE6834
 DE6834;                    North         East    Units  Estimated Accuracy
 DE6834;SPC FL E     -   600,760.      168,080.      MT  (+/- 180 meters Scaled)
 DE6834
 DE6834                          SUPERSEDED SURVEY CONTROL
 DE6834
 DE6834.No superseded survey control is available for this station.
 DE6834
 DE6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN680916(NAD 83)
 DE6834_MARKER: DD = SURVEY DISK
 DE6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6834_STAMPING: BM 14 7809001
 DE6834_MARK LOGO: FLDT  
 DE6834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6834+STABILITY: SURFACE MOTION
 DE6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6834+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 DE6834
 DE6834  HISTORY     - Date     Condition        Report By
 DE6834  HISTORY     - UNK      MONUMENTED       FLDT
 DE6834  HISTORY     - 19990701 GOOD             FLDEP
 DE6834
 DE6834                          STATION DESCRIPTION
 DE6834
 DE6834'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6834'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTHEAST OF HASTINGS, 5.7 MI (9.2
 DE6834'KM) WEST OF CRESCENT BEACH, ON COUNTY ROAD 206, IN SECTION 1, TOWNSHIP
 DE6834'9 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY
 DE6834'ROAD 13 (MAIN STREET) AND STATE ROAD 207 (CHURCH AVENUE) IN HASTINGS,
 DE6834'GO NORTHEAST ON STATE ROAD 207 (CHURCH AVENUE) FOR 1.85 MI (2.98 KM)
 DE6834'TO THE JUNCTION OF COUNTY ROAD 206 ON THE RIGHT, TURN RIGHT ON COUNTY
 DE6834'ROAD 206 AND GO EAST FOR 8.45 MI (13.60 KM) TO THE INTERSTATE 95
 DE6834'OVERPASS, CONTINUE EAST ON STATE ROAD 206 FOR 1.1 MI (1.8 KM) TO THE
 DE6834'MARK ON THE LEFT, SET IN THE TOP OF A 4-INCH PVC PIPE FLUSH WITH THE
 DE6834'GROUND AND LEVEL WITH STATE ROAD 206. LOCATED 573.0 FT (174.7 M) EAST
 DE6834'OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE TO ST.  JOHNS COUNTY
 DE6834'SCHOOL DISTRICT, 213.0 FT (64.9 M) EAST OF A POWER POLE, 60.5 FT (18.4
 DE6834'M) WEST OF POWER POLE NUMBER 2508MS1966, 50.5 FT (15.4 M) NORTH OF THE
 DE6834'CENTERLINE OF STATE ROAD 206 AND 1.3 FT (0.4 M) WEST OF A CARSONITE
 DE6834'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7935 ***********************************************************************
 AL7935  DESIGNATION -  14 91 GPS1
 AL7935  PID         -  AL7935
 AL7935  STATE/COUNTY-  FL/PASCO
 AL7935  USGS QUAD   -  BRANCHBOROUGH (1987)
 AL7935
 AL7935                         *CURRENT SURVEY CONTROL
 AL7935  ___________________________________________________________________
 AL7935* NAD 83(1999)-  28 15 33.75435(N)    082 04 34.07769(W)     ADJUSTED  
 AL7935* NAVD 88     -        27.8    (meters)      91.     (feet)  VERTCON   
 AL7935  ___________________________________________________________________
 AL7935  X           -     775,056.148 (meters)                     COMP
 AL7935  Y           -  -5,568,489.136 (meters)                     COMP
 AL7935  Z           -   3,001,855.114 (meters)                     COMP
 AL7935  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AL7935  ELLIP HEIGHT-           1.28  (meters)          (07/06/01) GPS OBS
 AL7935  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AL7935
 AL7935  HORZ ORDER  -  FIRST
 AL7935  ELLP ORDER  -  FOURTH    CLASS II
 AL7935
 AL7935.The horizontal coordinates were established by GPS observations
 AL7935.and adjusted by the National Geodetic Survey in July 2001..
 AL7935
 AL7935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7935
 AL7935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7935
 AL7935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7935
 AL7935.The ellipsoidal height was determined by GPS observations
 AL7935.and is referenced to NAD 83.
 AL7935
 AL7935.The geoid height was determined by GEOID03.
 AL7935
 AL7935;                    North         East     Units Scale Factor Converg.
 AL7935;SPC FL W     -   434,954.117   192,529.892   MT  0.99994186   -0 02 09.8
 AL7935;SPC FL W     - 1,427,011.97    631,658.49   sFT  0.99994186   -0 02 09.8
 AL7935;UTM  17      - 3,126,404.721   394,442.904   MT  0.99973752   -0 30 34.4
 AL7935
 AL7935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7935!SPC FL W     -   0.99999980  x   0.99994186  =   0.99994166
 AL7935!UTM  17      -   0.99999980  x   0.99973752  =   0.99973732
 AL7935
 AL7935:                Primary Azimuth Mark                     Grid Az
 AL7935:SPC FL W     -  14 91 GPS2                               268 19 34.1
 AL7935:UTM  17      -  14 91 GPS2                               268 47 58.7
 AL7935
 AL7935|---------------------------------------------------------------------|
 AL7935| PID    Reference Object                     Distance      Geod. Az  |
 AL7935|                                                           dddmmss.s |
 AL7935| AL7939 14 91 GPS2                          APPROX. 0.9 KM 2681724.3 |
 AL7935|---------------------------------------------------------------------|
 AL7935
 AL7935                          SUPERSEDED SURVEY CONTROL
 AL7935
 AL7935  NAD 83(1990)-  28 15 33.75304(N)    082 04 34.07790(W) AD(       ) 1
 AL7935  NGVD 29 (07/02/92)   28.0    (m)           92.     (f) GPS OBS        
 AL7935
 AL7935.Superseded values are not recommended for survey control.
 AL7935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7935.See file dsdata.txt to determine how the superseded data were derived.
 AL7935
 AL7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9444326405(NAD 83)
 AL7935_MARKER: DE = TRAVERSE STATION DISK
 AL7935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7935_SP_SET: CONCRETE POST
 AL7935_STAMPING: 14 91 GPS1
 AL7935_MARK LOGO: FLDT  
 AL7935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7935+STABILITY: SURFACE MOTION
 AL7935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7935+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7935
 AL7935  HISTORY     - Date     Condition        Report By
 AL7935  HISTORY     - 1991     MONUMENTED       FLDT
 AL7935
 AL7935                          STATION DESCRIPTION
 AL7935
 AL7935'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7935'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI)  NORTHEAST OF
 AL7935'ZEPHYRHILLS, FLORIDA NEAR THE INTERSECTION OF US HIGHWAY 98 (STATE
 AL7935'ROAD 700) AND COUNTY ROAD 54.
 AL7935'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7935'COUNTY ROAD 54, GO EAST 10.95 KM (6.80 MI) TO THE INTERSECTION OF US
 AL7935'HIGHWAY 98 AND COUNTY ROAD 54 TO THE STATION IN AN ISLAND FORMED AT
 AL7935'THE INTERSECTION.
 AL7935'THE STATION IS RECESSED 0.15 M (0.5 FT) BELOW GROUND LEVEL. LOCATED
 AL7935'11.06 M (36.3 FT) NORTH OF THE CENTERLINE OF PAVEMENT OF COUNTY ROAD
 AL7935'54, 10.18 M (33.4 FT)  SOUTHWESTERLY OF THE CENTERLINE OF PAVEMENT OF
 AL7935'US HIGHWAY 98, 22.28 M (73.1 FT) SOUTHEASTERLY OF THE CENTERLINE OF
 AL7935'PAVEMENT OF THE TURN LANE AND 22.09 M (72.5 FT) EASTERLY OF THE END
 AL7935'OF THE BULLNOSE CURVE AT THE INTERSECTION OF COUNTY ROAD 54 AND THE
 AL7935'TURN LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7936 ***********************************************************************
 AL7936  DESIGNATION -  14 91 GPS10
 AL7936  PID         -  AL7936
 AL7936  STATE/COUNTY-  FL/PASCO
 AL7936  USGS QUAD   -  ELFERS (1987)
 AL7936
 AL7936                         *CURRENT SURVEY CONTROL
 AL7936  ___________________________________________________________________
 AL7936* NAD 83(1999)-  28 12 42.93492(N)    082 39 58.45015(W)     ADJUSTED  
 AL7936* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 AL7936  ___________________________________________________________________
 AL7936  X           -     717,980.557 (meters)                     COMP
 AL7936  Y           -  -5,578,629.529 (meters)                     COMP
 AL7936  Z           -   2,997,214.665 (meters)                     COMP
 AL7936  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AL7936  ELLIP HEIGHT-         -14.84  (meters)          (07/06/01) GPS OBS
 AL7936  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AL7936
 AL7936  HORZ ORDER  -  FIRST
 AL7936  ELLP ORDER  -  FOURTH    CLASS II
 AL7936
 AL7936.The horizontal coordinates were established by GPS observations
 AL7936.and adjusted by the National Geodetic Survey in July 2001..
 AL7936
 AL7936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7936
 AL7936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7936
 AL7936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7936
 AL7936.The ellipsoidal height was determined by GPS observations
 AL7936.and is referenced to NAD 83.
 AL7936
 AL7936.The geoid height was determined by GEOID03.
 AL7936
 AL7936;                    North         East     Units Scale Factor Converg.
 AL7936;SPC FL W     -   429,873.288   134,599.450   MT  0.99999395   -0 18 53.9
 AL7936;SPC FL W     - 1,410,342.61    441,598.36   sFT  0.99999395   -0 18 53.9
 AL7936;UTM  17      - 3,121,803.120   336,480.253   MT  0.99993002   -0 47 16.3
 AL7936
 AL7936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7936!SPC FL W     -   1.00000233  x   0.99999395  =   0.99999628
 AL7936!UTM  17      -   1.00000233  x   0.99993002  =   0.99993235
 AL7936
 AL7936:                Primary Azimuth Mark                     Grid Az
 AL7936:SPC FL W     -  14 91 GPS9                               176 01 48.2
 AL7936:UTM  17      -  14 91 GPS9                               176 30 10.6
 AL7936
 AL7936|---------------------------------------------------------------------|
 AL7936| PID    Reference Object                     Distance      Geod. Az  |
 AL7936|                                                           dddmmss.s |
 AL7936| AL7946 14 91 GPS9                          APPROX. 0.6 KM 1754254.3 |
 AL7936|---------------------------------------------------------------------|
 AL7936
 AL7936                          SUPERSEDED SURVEY CONTROL
 AL7936
 AL7936  NAD 83(1990)-  28 12 42.93324(N)    082 39 58.44996(W) AD(       ) 1
 AL7936  NGVD 29 (07/02/92)   10.8    (m)           35.     (f) GPS OBS        
 AL7936
 AL7936.Superseded values are not recommended for survey control.
 AL7936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7936.See file dsdata.txt to determine how the superseded data were derived.
 AL7936
 AL7936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3648021803(NAD 83)
 AL7936_MARKER: DE = TRAVERSE STATION DISK
 AL7936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7936_SP_SET: CONCRETE POST
 AL7936_STAMPING: 14 91 GPS10
 AL7936_MARK LOGO: FLDT  
 AL7936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7936+STABILITY: SURFACE MOTION
 AL7936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7936+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7936
 AL7936  HISTORY     - Date     Condition        Report By
 AL7936  HISTORY     - 1991     MONUMENTED       FLDT
 AL7936
 AL7936                          STATION DESCRIPTION
 AL7936
 AL7936'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7936'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) EAST OF ELFERS, FLORIDA.
 AL7936'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7936'ROAD 45) AND STATE ROAD 54 IN LAND O LAKES, FLORIDA, GO WEST 20.92 KM
 AL7936'(13.00 MI) ALONG STATE ROAD 54 TO THE INTERSECTION WITH COUNTY ROAD
 AL7936'1,TURN RIGHT AND GO NORTH ALONG STATE ROAD 54 (COUNTY ROAD 1) 0.80 KM
 AL7936'(0.50 MI) TO THE STATION ON THE LEFT.
 AL7936'THE STATION IS RECESSED 0.10 M (0.3 FT) BELOW GROUND LEVEL. LOCATED
 AL7936'16.3 M (53.5 FT) WESTERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD
 AL7936'54, 20.45 M (67.1 FT) SOUTHERLY OF A UTILITY POLE, 9.17 M (30.1 FT)
 AL7936'NORTHERLY OF A UTILITY POLE, AND 0.70 M (2.3 FT) EASTERLY A METAL
 AL7936'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7937 ***********************************************************************
 AL7937  DESIGNATION -  14 91 GPS11
 AL7937  PID         -  AL7937
 AL7937  STATE/COUNTY-  FL/PASCO
 AL7937  USGS QUAD   -  ELFERS (1987)
 AL7937
 AL7937                         *CURRENT SURVEY CONTROL
 AL7937  ___________________________________________________________________
 AL7937* NAD 83(1999)-  28 13 01.12219(N)    082 43 31.48842(W)     ADJUSTED  
 AL7937* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 AL7937  ___________________________________________________________________
 AL7937  X           -     712,184.995 (meters)                     COMP
 AL7937  Y           -  -5,579,106.806 (meters)                     COMP
 AL7937  Z           -   2,997,708.702 (meters)                     COMP
 AL7937  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AL7937  ELLIP HEIGHT-         -13.40  (meters)          (07/06/01) GPS OBS
 AL7937  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AL7937
 AL7937  HORZ ORDER  -  FIRST
 AL7937  ELLP ORDER  -  FOURTH    CLASS II
 AL7937
 AL7937.The horizontal coordinates were established by GPS observations
 AL7937.and adjusted by the National Geodetic Survey in July 2001..
 AL7937
 AL7937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7937
 AL7937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7937
 AL7937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7937
 AL7937.The ellipsoidal height was determined by GPS observations
 AL7937.and is referenced to NAD 83.
 AL7937
 AL7937.The geoid height was determined by GEOID03.
 AL7937
 AL7937;                    North         East     Units Scale Factor Converg.
 AL7937;SPC FL W     -   430,466.513   128,793.542   MT  1.00000373   -0 20 34.8
 AL7937;SPC FL W     - 1,412,288.88    422,550.15   sFT  1.00000373   -0 20 34.8
 AL7937;UTM  17      - 3,122,444.212   330,679.770   MT  0.99995385   -0 48 57.6
 AL7937
 AL7937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7937!SPC FL W     -   1.00000210  x   1.00000373  =   1.00000583
 AL7937!UTM  17      -   1.00000210  x   0.99995385  =   0.99995595
 AL7937
 AL7937:                Primary Azimuth Mark                     Grid Az
 AL7937:SPC FL W     -  14 91 GPS12                              271 50 20.8
 AL7937:UTM  17      -  14 91 GPS12                              272 18 43.6
 AL7937
 AL7937|---------------------------------------------------------------------|
 AL7937| PID    Reference Object                     Distance      Geod. Az  |
 AL7937|                                                           dddmmss.s |
 AL7937| AL7938 14 91 GPS12                         APPROX. 0.7 KM 2712946.0 |
 AL7937|---------------------------------------------------------------------|
 AL7937
 AL7937                          SUPERSEDED SURVEY CONTROL
 AL7937
 AL7937  NAD 83(1990)-  28 13 01.12043(N)    082 43 31.48873(W) AD(       ) 1
 AL7937  NGVD 29 (07/02/92)   12.2    (m)           40.     (f) GPS OBS        
 AL7937
 AL7937.Superseded values are not recommended for survey control.
 AL7937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7937.See file dsdata.txt to determine how the superseded data were derived.
 AL7937
 AL7937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3068022444(NAD 83)
 AL7937_MARKER: DE = TRAVERSE STATION DISK
 AL7937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7937_SP_SET: CONCRETE POST
 AL7937_STAMPING: 14 91 GPS11
 AL7937_MARK LOGO: FLDT  
 AL7937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7937+STABILITY: SURFACE MOTION
 AL7937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7937+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7937
 AL7937  HISTORY     - Date     Condition        Report By
 AL7937  HISTORY     - 1991     MONUMENTED       FLDT
 AL7937
 AL7937                          STATION DESCRIPTION
 AL7937
 AL7937'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7937'THE STATION IS LOCATED NEAR ELFERS, FLORIDA.
 AL7937'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 595 AND
 AL7937'STATE ROAD 54 IN ELFERS, GO WEST 0.25 KM (0.15 MI) ALONG STATE ROAD
 AL7937'54TO THE STATION ON THE LEFT.
 AL7937'THE STATION IS RECESSED 0.10 M (0.3 FT) BELOW GROUND LEVEL. LOCATED
 AL7937'12.2 M (40.0 FT) SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE
 AL7937'ROAD54, 27.16 M (89.1 FT) WESTERLY OF A POWER POLE NO. 515, 21.27 M
 AL7937'(69.8 FT) EASTERLY OF A POWER POLE, AND 0.60 M (2.0 FT) NORTHERLY
 AL7937'OF  A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7938 ***********************************************************************
 AL7938  DESIGNATION -  14 91 GPS12
 AL7938  PID         -  AL7938
 AL7938  STATE/COUNTY-  FL/PASCO
 AL7938  USGS QUAD   -  ELFERS (1987)
 AL7938
 AL7938                         *CURRENT SURVEY CONTROL
 AL7938  ___________________________________________________________________
 AL7938* NAD 83(1999)-  28 13 01.74308(N)    082 43 58.35800(W)     ADJUSTED  
 AL7938* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 AL7938  ___________________________________________________________________
 AL7938  X           -     711,456.571 (meters)                     COMP
 AL7938  Y           -  -5,579,186.652 (meters)                     COMP
 AL7938  Z           -   2,997,723.426 (meters)                     COMP
 AL7938  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AL7938  ELLIP HEIGHT-         -17.88  (meters)          (07/06/01) GPS OBS
 AL7938  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AL7938
 AL7938  HORZ ORDER  -  FIRST
 AL7938  ELLP ORDER  -  FOURTH    CLASS II
 AL7938
 AL7938.The horizontal coordinates were established by GPS observations
 AL7938.and adjusted by the National Geodetic Survey in July 2001..
 AL7938
 AL7938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7938
 AL7938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7938
 AL7938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7938
 AL7938.The ellipsoidal height was determined by GPS observations
 AL7938.and is referenced to NAD 83.
 AL7938
 AL7938.The geoid height was determined by GEOID03.
 AL7938
 AL7938;                    North         East     Units Scale Factor Converg.
 AL7938;SPC FL W     -   430,490.035   128,060.993   MT  1.00000503   -0 20 47.5
 AL7938;SPC FL W     - 1,412,366.06    420,146.77   sFT  1.00000503   -0 20 47.5
 AL7938;UTM  17      - 3,122,473.779   329,947.476   MT  0.99995691   -0 49 10.3
 AL7938
 AL7938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7938!SPC FL W     -   1.00000281  x   1.00000503  =   1.00000784
 AL7938!UTM  17      -   1.00000281  x   0.99995691  =   0.99995972
 AL7938
 AL7938:                Primary Azimuth Mark                     Grid Az
 AL7938:SPC FL W     -  14 91 GPS11                              091 50 20.8
 AL7938:UTM  17      -  14 91 GPS11                              092 18 43.6
 AL7938
 AL7938|---------------------------------------------------------------------|
 AL7938| PID    Reference Object                     Distance      Geod. Az  |
 AL7938|                                                           dddmmss.s |
 AL7938| AL7937 14 91 GPS11                         APPROX. 0.7 KM 0912933.3 |
 AL7938|---------------------------------------------------------------------|
 AL7938
 AL7938                          SUPERSEDED SURVEY CONTROL
 AL7938
 AL7938  NAD 83(1990)-  28 13 01.74133(N)    082 43 58.35830(W) AD(       ) 1
 AL7938  NGVD 29 (07/02/92)    7.7    (m)           25.     (f) GPS OBS        
 AL7938
 AL7938.Superseded values are not recommended for survey control.
 AL7938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7938.See file dsdata.txt to determine how the superseded data were derived.
 AL7938
 AL7938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2994722474(NAD 83)
 AL7938_MARKER: DE = TRAVERSE STATION DISK
 AL7938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7938_SP_SET: CONCRETE POST
 AL7938_STAMPING: 14 91 GPS12
 AL7938_MARK LOGO: FLDT  
 AL7938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7938+STABILITY: SURFACE MOTION
 AL7938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7938+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7938
 AL7938  HISTORY     - Date     Condition        Report By
 AL7938  HISTORY     - 1991     MONUMENTED       FLDT
 AL7938
 AL7938                          STATION DESCRIPTION
 AL7938
 AL7938'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7938'THE STATION IS LOCATED NEAR ELFERS, FLORIDA.
 AL7938'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 595 AND
 AL7938'STATE ROAD 54 IN ELFERS, GO WEST 0.85 KM (0.55 MI) ALONG STATE ROAD
 AL7938'54TO THE STATION ON THE RIGHT IN FRONT OF COOPER CHIROPRACTIC.
 AL7938'THE STATION FLUSH WITH THE GROUND. LOCATED 19.42 M (63.7 FT)
 AL7938'SOUTHEASTERLY OF THE SOUTHEAST CORNER OF A ONE STORY MASONRY BUILDING
 AL7938'(COOPER CHIROPRACTIC), 15.54 M (51.0 FT) SOUTHWESTERLY OF THE
 AL7938'SOUTHWEST CORNER OF A ONE STORY MASONRY RES. NO. 4923, AND 9.08 M
 AL7938'(29.8 FT) NORTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7939 ***********************************************************************
 AL7939  DESIGNATION -  14 91 GPS2
 AL7939  PID         -  AL7939
 AL7939  STATE/COUNTY-  FL/PASCO
 AL7939  USGS QUAD   -  BRANCHBOROUGH (1987)
 AL7939
 AL7939                         *CURRENT SURVEY CONTROL
 AL7939  ___________________________________________________________________
 AL7939* NAD 83(1999)-  28 15 32.89332(N)    082 05 06.61220(W)     ADJUSTED  
 AL7939* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 AL7939  ___________________________________________________________________
 AL7939  X           -     774,179.370 (meters)                     COMP
 AL7939  Y           -  -5,568,622.527 (meters)                     COMP
 AL7939  Z           -   3,001,831.104 (meters)                     COMP
 AL7939  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AL7939  ELLIP HEIGHT-          -0.12  (meters)          (07/06/01) GPS OBS
 AL7939  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AL7939
 AL7939  HORZ ORDER  -  FIRST
 AL7939  ELLP ORDER  -  FOURTH    CLASS II
 AL7939
 AL7939.The horizontal coordinates were established by GPS observations
 AL7939.and adjusted by the National Geodetic Survey in July 2001..
 AL7939
 AL7939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7939
 AL7939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7939
 AL7939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7939
 AL7939.The ellipsoidal height was determined by GPS observations
 AL7939.and is referenced to NAD 83.
 AL7939
 AL7939.The geoid height was determined by GEOID03.
 AL7939
 AL7939;                    North         East     Units Scale Factor Converg.
 AL7939;SPC FL W     -   434,928.204   191,643.131   MT  0.99994204   -0 02 25.2
 AL7939;SPC FL W     - 1,426,926.95    628,749.17   sFT  0.99994204   -0 02 25.2
 AL7939;UTM  17      - 3,126,386.140   393,556.139   MT  0.99973984   -0 30 49.8
 AL7939
 AL7939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7939!SPC FL W     -   1.00000002  x   0.99994204  =   0.99994206
 AL7939!UTM  17      -   1.00000002  x   0.99973984  =   0.99973986
 AL7939
 AL7939:                Primary Azimuth Mark                     Grid Az
 AL7939:SPC FL W     -  14 91 GPS1                               088 19 34.1
 AL7939:UTM  17      -  14 91 GPS1                               088 47 58.7
 AL7939
 AL7939|---------------------------------------------------------------------|
 AL7939| PID    Reference Object                     Distance      Geod. Az  |
 AL7939|                                                           dddmmss.s |
 AL7939| AL7935 14 91 GPS1                          APPROX. 0.9 KM 0881708.9 |
 AL7939|---------------------------------------------------------------------|
 AL7939
 AL7939                          SUPERSEDED SURVEY CONTROL
 AL7939
 AL7939  NAD 83(1990)-  28 15 32.89202(N)    082 05 06.61241(W) AD(       ) 1
 AL7939  NGVD 29 (07/02/92)   26.6    (m)           87.     (f) GPS OBS        
 AL7939
 AL7939.Superseded values are not recommended for survey control.
 AL7939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7939.See file dsdata.txt to determine how the superseded data were derived.
 AL7939
 AL7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9355626386(NAD 83)
 AL7939_MARKER: DE = TRAVERSE STATION DISK
 AL7939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7939_SP_SET: CONCRETE POST
 AL7939_STAMPING: 14 91 GPS2
 AL7939_MARK LOGO: FLDT  
 AL7939_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7939+STABILITY: SURFACE MOTION
 AL7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7939+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7939
 AL7939  HISTORY     - Date     Condition        Report By
 AL7939  HISTORY     - 1991     MONUMENTED       FLDT
 AL7939
 AL7939                          STATION DESCRIPTION
 AL7939
 AL7939'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7939'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) NORTHEAST OF
 AL7939'ZEPHYRHILLS, FLORIDA NEAR THE INTERSECTION OF US HIGHWAY 98 (STATE
 AL7939'ROAD 700) AND COUNTY ROAD 54.
 AL7939'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7939'COUNTY ROAD 54, GO EAST 10.10 KM (6.30 MI) TO THE STATION ON THE
 AL7939'RIGHT.
 AL7939'THE STATION IS FLUSH WITH THE GROUND. LOCATED 37.03 M (121.5 FT)
 AL7939'SOUTHERLY OF A POWER POLE ON THE NORTH SIDE OF THE ROAD, 31.24 M
 AL7939'(102.5 FT) WESTERLY OF A POWER SUPPORT POLE, 15.69 M (51.5 FT)
 AL7939'SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF COUNTY ROAD 54, AND 0.6 M
 AL7939'(2.0 FT) EASTERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7940 ***********************************************************************
 AL7940  DESIGNATION -  14 91 GPS3
 AL7940  PID         -  AL7940
 AL7940  STATE/COUNTY-  FL/PASCO
 AL7940  USGS QUAD   -  DADE CITY (1988)
 AL7940
 AL7940                         *CURRENT SURVEY CONTROL
 AL7940  ___________________________________________________________________
 AL7940* NAD 83(1999)-  28 15 06.50256(N)    082 09 34.25868(W)     ADJUSTED  
 AL7940* NAVD 88     -        25.6    (meters)      84.     (feet)  VERTCON   
 AL7940  ___________________________________________________________________
 AL7940  X           -     767,005.344 (meters)                     COMP
 AL7940  Y           -  -5,570,002.897 (meters)                     COMP
 AL7940  Z           -   3,001,115.207 (meters)                     COMP
 AL7940  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AL7940  ELLIP HEIGHT-          -0.71  (meters)          (07/06/01) GPS OBS
 AL7940  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AL7940
 AL7940  HORZ ORDER  -  FIRST
 AL7940  ELLP ORDER  -  FOURTH    CLASS II
 AL7940
 AL7940.The horizontal coordinates were established by GPS observations
 AL7940.and adjusted by the National Geodetic Survey in July 2001..
 AL7940
 AL7940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7940
 AL7940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7940
 AL7940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7940
 AL7940.The ellipsoidal height was determined by GPS observations
 AL7940.and is referenced to NAD 83.
 AL7940
 AL7940.The geoid height was determined by GEOID03.
 AL7940
 AL7940;                    North         East     Units Scale Factor Converg.
 AL7940;SPC FL W     -   434,123.203   184,347.213   MT  0.99994420   -0 04 31.8
 AL7940;SPC FL W     - 1,424,285.88    604,812.48   sFT  0.99994420   -0 04 31.8
 AL7940;UTM  17      - 3,125,641.599   386,255.231   MT  0.99975968   -0 32 56.1
 AL7940
 AL7940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7940!SPC FL W     -   1.00000011  x   0.99994420  =   0.99994431
 AL7940!UTM  17      -   1.00000011  x   0.99975968  =   0.99975979
 AL7940
 AL7940                          SUPERSEDED SURVEY CONTROL
 AL7940
 AL7940  NAD 83(1990)-  28 15 06.50124(N)    082 09 34.25896(W) AD(       ) 1
 AL7940  NGVD 29 (07/02/92)   25.9    (m)           85.     (f) GPS OBS        
 AL7940
 AL7940.Superseded values are not recommended for survey control.
 AL7940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7940.See file dsdata.txt to determine how the superseded data were derived.
 AL7940
 AL7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8625525642(NAD 83)
 AL7940_MARKER: DE = TRAVERSE STATION DISK
 AL7940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7940_SP_SET: CONCRETE POST
 AL7940_STAMPING: 14 91 GPS3
 AL7940_MARK LOGO: FLDT  
 AL7940_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7940+STABILITY: SURFACE MOTION
 AL7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7940+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 AL7940
 AL7940  HISTORY     - Date     Condition        Report By
 AL7940  HISTORY     - 1991     MONUMENTED       FLDT
 AL7940  HISTORY     - 20041113 GOOD             USPSQD
 AL7940
 AL7940                          STATION DESCRIPTION
 AL7940
 AL7940'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7940'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF
 AL7940'ZEPHYRHILLS, FLORIDA.
 AL7940'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7940'COUNTY ROAD 54, GO EAST 2.81 KM (1.75 MI) ALONG COUNTY ROAD 54 TO THE
 AL7940'STATION ON THE RIGHT.
 AL7940'THE STATION IS FLUSH WITH THE GROUND. LOCATED 6.61 M (21.7 FT)
 AL7940'NORTHWESTERLY OF A WOODEN POWER POLE NO. 495553, 16.06 M (52.7 FT)
 AL7940'WESTERLY OF THE CENTERLINE OF PAVEMENT THE ENTRANCE ROAD TO SUNDANCE,
 AL7940'17.22 M NORTHWESTERLY OF A CONCRETE LIGHT POLE, 2.46 M (8.1 FT)
 AL7940'NORTH OF A FIRE HYDRANT, AND 12.64 M (41.5 FT) SOUTHERLY OF THE
 AL7940'CENTERLINE  OF PAVEMENT OF COUNTY ROAD 54.
 AL7940
 AL7940                          STATION RECOVERY (2004)
 AL7940
 AL7940'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAH)
 AL7940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7941 ***********************************************************************
 AL7941  DESIGNATION -  14 91 GPS4
 AL7941  PID         -  AL7941
 AL7941  STATE/COUNTY-  FL/PASCO
 AL7941  USGS QUAD   -  ZEPHYRHILLS (1993)
 AL7941
 AL7941                         *CURRENT SURVEY CONTROL
 AL7941  ___________________________________________________________________
 AL7941* NAD 83(1999)-  28 13 47.18913(N)    082 12 44.50527(W)     ADJUSTED  
 AL7941* NAVD 88     -        25.6    (meters)      84.     (feet)  VERTCON   
 AL7941  ___________________________________________________________________
 AL7941  X           -     762,024.139 (meters)                     COMP
 AL7941  Y           -  -5,571,852.758 (meters)                     COMP
 AL7941  Z           -   2,998,964.305 (meters)                     COMP
 AL7941  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AL7941  ELLIP HEIGHT-          -0.56  (meters)          (07/06/01) GPS OBS
 AL7941  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AL7941
 AL7941  HORZ ORDER  -  FIRST
 AL7941  ELLP ORDER  -  FOURTH    CLASS II
 AL7941
 AL7941.The horizontal coordinates were established by GPS observations
 AL7941.and adjusted by the National Geodetic Survey in July 2001..
 AL7941
 AL7941.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7941
 AL7941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7941
 AL7941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7941
 AL7941.The ellipsoidal height was determined by GPS observations
 AL7941.and is referenced to NAD 83.
 AL7941
 AL7941.The geoid height was determined by GEOID03.
 AL7941
 AL7941;                    North         East     Units Scale Factor Converg.
 AL7941;SPC FL W     -   431,689.698   179,157.296   MT  0.99994654   -0 06 01.6
 AL7941;SPC FL W     - 1,416,301.95    587,785.23   sFT  0.99994654   -0 06 01.6
 AL7941;UTM  17      - 3,123,251.469   381,046.320   MT  0.99977464   -0 34 24.7
 AL7941
 AL7941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7941!SPC FL W     -   1.00000009  x   0.99994654  =   0.99994663
 AL7941!UTM  17      -   1.00000009  x   0.99977464  =   0.99977473
 AL7941
 AL7941                          SUPERSEDED SURVEY CONTROL
 AL7941
 AL7941  NAD 83(1990)-  28 13 47.18766(N)    082 12 44.50547(W) AD(       ) 1
 AL7941  NGVD 29 (07/02/92)   25.8    (m)           85.     (f) GPS OBS        
 AL7941
 AL7941.Superseded values are not recommended for survey control.
 AL7941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7941.See file dsdata.txt to determine how the superseded data were derived.
 AL7941
 AL7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8104623251(NAD 83)
 AL7941_MARKER: DE = TRAVERSE STATION DISK
 AL7941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7941_SP_SET: CONCRETE POST
 AL7941_STAMPING: 14 91 GPS4
 AL7941_MARK LOGO: FLDT  
 AL7941_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7941+STABILITY: SURFACE MOTION
 AL7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7941+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7941
 AL7941  HISTORY     - Date     Condition        Report By
 AL7941  HISTORY     - 1991     MONUMENTED       FLDT
 AL7941  HISTORY     - 20041113 GOOD             USPSQD
 AL7941
 AL7941                          STATION DESCRIPTION
 AL7941
 AL7941'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7941'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF ZEPHYRHILLS,
 AL7941'FLORIDA, ALONG STATE ROAD 54.
 AL7941'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7941'STATE ROAD 54, GO WEST 3.06 KM (1.90 MI) ALONG STATE ROAD 54 TO THE
 AL7941'STATION ON THE LEFT, IN FRONT OF ZEPHYRHILLS PLAZA.
 AL7941'THE STATION IS FLUSH WITH THE GROUND. LOCATED 32.09 M (105.3 FT)
 AL7941'NORTHEASTERLY OF A METAL SIGN POLE (HARDEES), 0.45 M
 AL7941'(ORTH OF THE EDGE OF PAVEMENT OF THE PARKING LOT, 14.02 M (46.0 FT)
 AL7941'WEST OF THE CENTER  OF A CONCRETE MEDIAN AT THE ENTRANCE TO THE PLAZA,
 AL7941'AND 20.73 M        (68.0 FT) SOUTHERLY OF THE  CENTERLINE OF PAVEMENT
 AL7941'OF STATE ROAD 54.
 AL7941
 AL7941                          STATION RECOVERY (2004)
 AL7941
 AL7941'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 AL7941'MARK FOUND GOOD.  THE 1991 DESCRIPTION IS GOOD.  MARK IS 8 FEET
 AL7941'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRATE ON TOP OF A
 AL7941'CONCRETE RECTANGULAR DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7942 ***********************************************************************
 AL7942  DESIGNATION -  14 91 GPS5
 AL7942  PID         -  AL7942
 AL7942  STATE/COUNTY-  FL/PASCO
 AL7942  USGS QUAD   -  WESLEY CHAPEL (1987)
 AL7942
 AL7942                         *CURRENT SURVEY CONTROL
 AL7942  ___________________________________________________________________
 AL7942* NAD 83(1999)-  28 14 18.01339(N)    082 21 44.74942(W)     ADJUSTED  
 AL7942* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 AL7942  ___________________________________________________________________
 AL7942  X           -     747,367.994 (meters)                     COMP
 AL7942  Y           -  -5,573,383.004 (meters)                     COMP
 AL7942  Z           -   2,999,799.442 (meters)                     COMP
 AL7942  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AL7942  ELLIP HEIGHT-          -2.39  (meters)          (07/06/01) GPS OBS
 AL7942  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AL7942
 AL7942  HORZ ORDER  -  FIRST
 AL7942  ELLP ORDER  -  FOURTH    CLASS II
 AL7942
 AL7942.The horizontal coordinates were established by GPS observations
 AL7942.and adjusted by the National Geodetic Survey in July 2001..
 AL7942
 AL7942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7942
 AL7942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7942
 AL7942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7942
 AL7942.The ellipsoidal height was determined by GPS observations
 AL7942.and is referenced to NAD 83.
 AL7942
 AL7942.The geoid height was determined by GEOID03.
 AL7942
 AL7942;                    North         East     Units Scale Factor Converg.
 AL7942;SPC FL W     -   432,673.499   164,431.374   MT  0.99995678   -0 10 17.3
 AL7942;SPC FL W     - 1,419,529.64    539,471.93   sFT  0.99995678   -0 10 17.3
 AL7942;UTM  17      - 3,124,356.674   366,331.293   MT  0.99982052   -0 38 41.0
 AL7942
 AL7942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7942!SPC FL W     -   1.00000038  x   0.99995678  =   0.99995716
 AL7942!UTM  17      -   1.00000038  x   0.99982052  =   0.99982090
 AL7942
 AL7942                          SUPERSEDED SURVEY CONTROL
 AL7942
 AL7942  NAD 83(1990)-  28 14 18.01181(N)    082 21 44.74869(W) AD(       ) 1
 AL7942  NGVD 29 (07/02/92)   23.7    (m)           78.     (f) GPS OBS        
 AL7942
 AL7942.Superseded values are not recommended for survey control.
 AL7942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7942.See file dsdata.txt to determine how the superseded data were derived.
 AL7942
 AL7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6633124357(NAD 83)
 AL7942_MARKER: DE = TRAVERSE STATION DISK
 AL7942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7942_SP_SET: CONCRETE POST
 AL7942_STAMPING: 14 91 GPS5
 AL7942_MARK LOGO: FLDT  
 AL7942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7942+STABILITY: SURFACE MOTION
 AL7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7942+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AL7942
 AL7942  HISTORY     - Date     Condition        Report By
 AL7942  HISTORY     - 1991     MONUMENTED       FLDT
 AL7942  HISTORY     - 20060221 GOOD             POLASS
 AL7942
 AL7942                          STATION DESCRIPTION
 AL7942
 AL7942'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7942'THE STATION IS LOCATED NEAR WESLEY CHAPEL, FLORIDA JUST WEST OF THE
 AL7942'INTERSECTION OF INTERSTATE 75 AND STATE ROAD 54.
 AL7942'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AL7942'ROAD 54, GO WEST 0.77 KM (0.50 MI) ALONG STATE ROAD 54 TO THE STATION
 AL7942'ON THE RIGHT IN FRONT PINE BROOK PLAZA OF WESLEY CHAPEL.
 AL7942'THE STATION IS RECESSED 0.05 M (0.2 FT) BELOW GROUND LEVEL. LOCATED
 AL7942'13.04 M (42.8 FT) WESTERLY OF THE CENTERLINE OF THE ENTRANCE OF THE
 AL7942'PLAZA, 14.47 M (47.5 FT) NORTHERLY OF THE CENTERLINE OF PAVEMENT OF
 AL7942'STATE ROAD 54, 25.72 M (84.4 FT) EASTERLY OF A WATER VALVE CONCRETE
 AL7942'PAD, 22.86 M (75.0 FT) SOUTHERLY OF A SIGN POST.
 AL7942
 AL7942                          STATION RECOVERY (2006)
 AL7942
 AL7942'RECOVERY NOTE BY POLARIS ASSOCIATES 2006 (TME)
 AL7942'MARKER UNDISTURBED, SUPERB GPS VIEW OF CONSTELLATION, CONSTRUCTION IN
 AL7942'PROGRESS 20 FEET NORTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7943 ***********************************************************************
 AL7943  DESIGNATION -  14 91 GPS6
 AL7943  PID         -  AL7943
 AL7943  STATE/COUNTY-  FL/PASCO
 AL7943  USGS QUAD   -  LUTZ (1987)
 AL7943
 AL7943                         *CURRENT SURVEY CONTROL
 AL7943  ___________________________________________________________________
 AL7943* NAD 83(1999)-  28 11 14.44308(N)    082 24 04.57434(W)     ADJUSTED  
 AL7943* NAVD 88     -        17.7    (meters)      58.     (feet)  VERTCON   
 AL7943  ___________________________________________________________________
 AL7943  X           -     743,942.304 (meters)                     COMP
 AL7943  Y           -  -5,576,531.599 (meters)                     COMP
 AL7943  Z           -   2,994,817.142 (meters)                     COMP
 AL7943  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AL7943  ELLIP HEIGHT-          -7.91  (meters)          (07/06/01) GPS OBS
 AL7943  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AL7943
 AL7943  HORZ ORDER  -  FIRST
 AL7943  ELLP ORDER  -  FOURTH    CLASS II
 AL7943
 AL7943.The horizontal coordinates were established by GPS observations
 AL7943.and adjusted by the National Geodetic Survey in July 2001..
 AL7943
 AL7943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7943
 AL7943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7943
 AL7943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7943
 AL7943.The ellipsoidal height was determined by GPS observations
 AL7943.and is referenced to NAD 83.
 AL7943
 AL7943.The geoid height was determined by GEOID03.
 AL7943
 AL7943;                    North         East     Units Scale Factor Converg.
 AL7943;SPC FL W     -   427,034.721   160,600.881   MT  0.99996033   -0 11 22.4
 AL7943;SPC FL W     - 1,401,029.75    526,904.72   sFT  0.99996033   -0 11 22.4
 AL7943;UTM  17      - 3,118,750.437   362,454.905   MT  0.99983350   -0 39 43.2
 AL7943
 AL7943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7943!SPC FL W     -   1.00000124  x   0.99996033  =   0.99996157
 AL7943!UTM  17      -   1.00000124  x   0.99983350  =   0.99983474
 AL7943
 AL7943                          SUPERSEDED SURVEY CONTROL
 AL7943
 AL7943  NAD 83(1990)-  28 11 14.44172(N)    082 24 04.57366(W) AD(       ) 1
 AL7943  NGVD 29 (07/02/92)   17.9    (m)           59.     (f) GPS OBS        
 AL7943
 AL7943.Superseded values are not recommended for survey control.
 AL7943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7943.See file dsdata.txt to determine how the superseded data were derived.
 AL7943
 AL7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6245518750(NAD 83)
 AL7943_MARKER: DE = TRAVERSE STATION DISK
 AL7943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7943_SP_SET: CONCRETE POST
 AL7943_STAMPING: 14 91 GPS6
 AL7943_MARK LOGO: FLDT  
 AL7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7943+STABILITY: SURFACE MOTION
 AL7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7943+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7943
 AL7943  HISTORY     - Date     Condition        Report By
 AL7943  HISTORY     - 1991     MONUMENTED       FLDT
 AL7943
 AL7943                          STATION DESCRIPTION
 AL7943
 AL7943'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7943'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) WEST OF WESLEY CHAPEL,
 AL7943'FLORIDA.
 AL7943'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AL7943'ROAD 54, GO WEST 7.9 KM (4.90 MI) ALONG STATE ROAD 54 TO THE STATION
 AL7943'ON THE LEFT IN FRONT OF CYPRESS CREEK CAMPGROUND.
 AL7943'THE STATION IS RECESSED 0.05 M (0.2 FT) BELOW GROUND LEVEL. LOCATED
 AL7943'12.95 M (42.5 FT) SOUTHWESTERLY OF A POWER POLE, 26.63 M (87.4 FT)
 AL7943'NORTHEASTERLY OF A 14 INCH PINE TREE, 75.8 M (248.7 FT) NORTHEASTERLY
 AL7943'OF THE EAST END OF THE BRIDGE RAIL FOR THE CYPRESS CREEK BRIDGE,
 AL7943'14.32 M (47.0 FT) SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT OF
 AL7943'STATE ROAD 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7944 ***********************************************************************
 AL7944  DESIGNATION -  14 91 GPS7
 AL7944  PID         -  AL7944
 AL7944  STATE/COUNTY-  FL/PASCO
 AL7944  USGS QUAD   -  ODESSA (1987)
 AL7944
 AL7944                         *CURRENT SURVEY CONTROL
 AL7944  ___________________________________________________________________
 AL7944* NAD 83(1999)-  28 11 21.04610(N)    082 32 42.68900(W)     ADJUSTED  
 AL7944* NAVD 88     -        15.7    (meters)      52.     (feet)  VERTCON   
 AL7944  ___________________________________________________________________
 AL7944  X           -     729,919.676 (meters)                     COMP
 AL7944  Y           -  -5,578,285.971 (meters)                     COMP
 AL7944  Z           -   2,994,995.475 (meters)                     COMP
 AL7944  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AL7944  ELLIP HEIGHT-          -9.66  (meters)          (07/06/01) GPS OBS
 AL7944  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AL7944
 AL7944  HORZ ORDER  -  FIRST
 AL7944  ELLP ORDER  -  FOURTH    CLASS II
 AL7944
 AL7944.The horizontal coordinates were established by GPS observations
 AL7944.and adjusted by the National Geodetic Survey in July 2001..
 AL7944
 AL7944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7944
 AL7944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7944
 AL7944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7944
 AL7944.The ellipsoidal height was determined by GPS observations
 AL7944.and is referenced to NAD 83.
 AL7944
 AL7944.The geoid height was determined by GEOID03.
 AL7944
 AL7944;                    North         East     Units Scale Factor Converg.
 AL7944;SPC FL W     -   427,293.114   146,470.601   MT  0.99997653   -0 15 27.2
 AL7944;SPC FL W     - 1,401,877.49    480,545.63   sFT  0.99997653   -0 15 27.2
 AL7944;UTM  17      - 3,119,125.304   348,328.786   MT  0.99988392   -0 43 48.2
 AL7944
 AL7944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7944!SPC FL W     -   1.00000152  x   0.99997653  =   0.99997805
 AL7944!UTM  17      -   1.00000152  x   0.99988392  =   0.99988544
 AL7944
 AL7944:                Primary Azimuth Mark                     Grid Az
 AL7944:SPC FL W     -  14 91 GPS8                               247 19 09.5
 AL7944:UTM  17      -  14 91 GPS8                               247 47 30.5
 AL7944
 AL7944|---------------------------------------------------------------------|
 AL7944| PID    Reference Object                     Distance      Geod. Az  |
 AL7944|                                                           dddmmss.s |
 AL7944| AL7945 14 91 GPS8                          APPROX. 0.8 KM 2470342.3 |
 AL7944|---------------------------------------------------------------------|
 AL7944
 AL7944                          SUPERSEDED SURVEY CONTROL
 AL7944
 AL7944  NAD 83(1990)-  28 11 21.04474(N)    082 32 42.68844(W) AD(       ) 1
 AL7944  NGVD 29 (07/02/92)   16.0    (m)           52.     (f) GPS OBS        
 AL7944
 AL7944.Superseded values are not recommended for survey control.
 AL7944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7944.See file dsdata.txt to determine how the superseded data were derived.
 AL7944
 AL7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4832919125(NAD 83)
 AL7944_MARKER: DE = TRAVERSE STATION DISK
 AL7944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7944_SP_SET: CONCRETE POST
 AL7944_STAMPING: 14 91 GPS7
 AL7944_MARK LOGO: FLDT  
 AL7944_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7944+STABILITY: SURFACE MOTION
 AL7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7944+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7944
 AL7944  HISTORY     - Date     Condition        Report By
 AL7944  HISTORY     - 1991     MONUMENTED       FLDT
 AL7944
 AL7944                          STATION DESCRIPTION
 AL7944
 AL7944'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7944'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) WEST OF LAND O LAKES,
 AL7944'FLORIDA.
 AL7944'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7944'ROAD 45) AND STATE ROAD 54, GO WEST 8.15 KM (5.05 MI) ALONG STATE
 AL7944'ROAD54 TO THE STATION ON THE LEFT.
 AL7944'THE STATION IS RECESSED 0.15 M (0.5 FT) BELOW GROUND LEVEL. LOCATED
 AL7944'57.58 M (188.9 FT) SOUTHWESTERLY OF A POWER POLE NO. TZ-267, 39.14 M
 AL7944'(128.4 FT) SOUTHEASTERLY OF A POWER POLE NO. TZ-266, 14.02 M
 AL7944'(46.0 FT)SOUTHERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 54,
 AL7944'27.49 M    (90.2 FT) EASTERLY OF A UTILITY POLE, 48.31 M (158.5 FT)
 AL7944'WESTERLY OF  A UTILITY POLE, 1.98 M (6.5 FT) NORTH OF A HOG WIRE
 AL7944'FENCE, AND 1.83 M (6.0 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7945 ***********************************************************************
 AL7945  DESIGNATION -  14 91 GPS8
 AL7945  PID         -  AL7945
 AL7945  STATE/COUNTY-  FL/PASCO
 AL7945  USGS QUAD   -  ODESSA (1987)
 AL7945
 AL7945                         *CURRENT SURVEY CONTROL
 AL7945  ___________________________________________________________________
 AL7945* NAD 83(1999)-  28 11 11.11631(N)    082 33 09.16859(W)     ADJUSTED  
 AL7945* NAVD 88     -        15.6    (meters)      51.     (feet)  VERTCON   
 AL7945  ___________________________________________________________________
 AL7945  X           -     729,222.254 (meters)                     COMP
 AL7945  Y           -  -5,578,522.733 (meters)                     COMP
 AL7945  Z           -   2,994,726.011 (meters)                     COMP
 AL7945  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AL7945  ELLIP HEIGHT-          -9.74  (meters)          (07/06/01) GPS OBS
 AL7945  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AL7945
 AL7945  HORZ ORDER  -  FIRST
 AL7945  ELLP ORDER  -  FOURTH    CLASS II
 AL7945
 AL7945.The horizontal coordinates were established by GPS observations
 AL7945.and adjusted by the National Geodetic Survey in July 2001..
 AL7945
 AL7945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7945
 AL7945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7945
 AL7945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7945
 AL7945.The ellipsoidal height was determined by GPS observations
 AL7945.and is referenced to NAD 83.
 AL7945
 AL7945.The geoid height was determined by GEOID03.
 AL7945
 AL7945;                    North         East     Units Scale Factor Converg.
 AL7945;SPC FL W     -   426,990.714   145,747.005   MT  0.99997749   -0 15 39.6
 AL7945;SPC FL W     - 1,400,885.37    478,171.63   sFT  0.99997749   -0 15 39.6
 AL7945;UTM  17      - 3,118,828.908   347,602.787   MT  0.99988665   -0 44 00.5
 AL7945
 AL7945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7945!SPC FL W     -   1.00000153  x   0.99997749  =   0.99997902
 AL7945!UTM  17      -   1.00000153  x   0.99988665  =   0.99988818
 AL7945
 AL7945:                Primary Azimuth Mark                     Grid Az
 AL7945:SPC FL W     -  14 91 GPS7                               067 19 09.4
 AL7945:UTM  17      -  14 91 GPS7                               067 47 30.3
 AL7945
 AL7945|---------------------------------------------------------------------|
 AL7945| PID    Reference Object                     Distance      Geod. Az  |
 AL7945|                                                           dddmmss.s |
 AL7945| AL7944 14 91 GPS7                          APPROX. 0.8 KM 0670329.8 |
 AL7945|---------------------------------------------------------------------|
 AL7945
 AL7945                          SUPERSEDED SURVEY CONTROL
 AL7945
 AL7945  NAD 83(1990)-  28 11 11.11495(N)    082 33 09.16803(W) AD(       ) 1
 AL7945  NGVD 29 (07/02/92)   15.9    (m)           52.     (f) GPS OBS        
 AL7945
 AL7945.Superseded values are not recommended for survey control.
 AL7945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7945.See file dsdata.txt to determine how the superseded data were derived.
 AL7945
 AL7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4760318829(NAD 83)
 AL7945_MARKER: DE = TRAVERSE STATION DISK
 AL7945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7945_SP_SET: CONCRETE POST
 AL7945_STAMPING: 14 91 GPS8
 AL7945_MARK LOGO: FLDT  
 AL7945_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7945+STABILITY: SURFACE MOTION
 AL7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7945+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7945
 AL7945  HISTORY     - Date     Condition        Report By
 AL7945  HISTORY     - 1991     MONUMENTED       FLDT
 AL7945
 AL7945                          STATION DESCRIPTION
 AL7945
 AL7945'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7945'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) WEST OF LAND O LAKES,
 AL7945'FLORIDA.
 AL7945'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7945'ROAD 45) AND STATE ROAD 54, GO WEST 8.85 KM (5.50 MI) ALONG STATE
 AL7945'ROAD54 TO THE STATION ON THE RIGHT.
 AL7945'THE STATION IS RECESSED 0.05 M (0.2 FT) BELOW GROUND LEVEL. LOCATED
 AL7945'45.20 M (148.3 FT) WESTERLY OF A POWER POLE NO. TZ-257, 33.86 M
 AL7945'(111.1 FT) EASTERLY OF A POWER POLE NO. TZ-256, 15.02 M (49.3 FT)
 AL7945'NORTHERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 54, 0.98 M
 AL7945'(3.2 FT) SOUTHERLY OF A HOG WIRE FENCE, AND 0.91 M (3.0 FT) SOUTH OF
 AL7945'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7946 ***********************************************************************
 AL7946  DESIGNATION -  14 91 GPS9
 AL7946  PID         -  AL7946
 AL7946  STATE/COUNTY-  FL/PASCO
 AL7946  USGS QUAD   -  ELFERS (1987)
 AL7946
 AL7946                         *CURRENT SURVEY CONTROL
 AL7946  ___________________________________________________________________
 AL7946* NAD 83(1999)-  28 12 22.69260(N)    082 39 56.73807(W)     ADJUSTED  
 AL7946* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 AL7946  ___________________________________________________________________
 AL7946  X           -     718,064.845 (meters)                     COMP
 AL7946  Y           -  -5,578,918.675 (meters)                     COMP
 AL7946  Z           -   2,996,667.138 (meters)                     COMP
 AL7946  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AL7946  ELLIP HEIGHT-         -11.45  (meters)          (07/06/01) GPS OBS
 AL7946  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AL7946
 AL7946  HORZ ORDER  -  FIRST
 AL7946  ELLP ORDER  -  FOURTH    CLASS II
 AL7946
 AL7946.The horizontal coordinates were established by GPS observations
 AL7946.and adjusted by the National Geodetic Survey in July 2001..
 AL7946
 AL7946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7946
 AL7946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7946
 AL7946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7946
 AL7946.The ellipsoidal height was determined by GPS observations
 AL7946.and is referenced to NAD 83.
 AL7946
 AL7946.The geoid height was determined by GEOID03.
 AL7946
 AL7946;                    North         East     Units Scale Factor Converg.
 AL7946;SPC FL W     -   429,249.903   134,642.713   MT  0.99999388   -0 18 52.9
 AL7946;SPC FL W     - 1,408,297.39    441,740.30   sFT  0.99999388   -0 18 52.9
 AL7946;UTM  17      - 3,121,179.438   336,518.368   MT  0.99992986   -0 47 15.0
 AL7946
 AL7946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7946!SPC FL W     -   1.00000180  x   0.99999388  =   0.99999568
 AL7946!UTM  17      -   1.00000180  x   0.99992986  =   0.99993166
 AL7946
 AL7946:                Primary Azimuth Mark                     Grid Az
 AL7946:SPC FL W     -  14 91 GPS10                              356 01 48.0
 AL7946:UTM  17      -  14 91 GPS10                              356 30 10.1
 AL7946
 AL7946|---------------------------------------------------------------------|
 AL7946| PID    Reference Object                     Distance      Geod. Az  |
 AL7946|                                                           dddmmss.s |
 AL7946| AL7936 14 91 GPS10                         APPROX. 0.6 KM 3554255.1 |
 AL7946|---------------------------------------------------------------------|
 AL7946
 AL7946                          SUPERSEDED SURVEY CONTROL
 AL7946
 AL7946  NAD 83(1990)-  28 12 22.69093(N)    082 39 56.73787(W) AD(       ) 1
 AL7946  NGVD 29 (07/02/92)   14.1    (m)           46.     (f) GPS OBS        
 AL7946
 AL7946.Superseded values are not recommended for survey control.
 AL7946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7946.See file dsdata.txt to determine how the superseded data were derived.
 AL7946
 AL7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3651821179(NAD 83)
 AL7946_MARKER: DE = TRAVERSE STATION DISK
 AL7946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7946_SP_SET: CONCRETE POST
 AL7946_STAMPING: 14 91 GPS9
 AL7946_MARK LOGO: FLDT  
 AL7946_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7946+STABILITY: SURFACE MOTION
 AL7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7946+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7946
 AL7946  HISTORY     - Date     Condition        Report By
 AL7946  HISTORY     - 1991     MONUMENTED       FLDT
 AL7946
 AL7946                          STATION DESCRIPTION
 AL7946
 AL7946'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7946'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) EAST OF ELFERS, FLORIDA.
 AL7946'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7946'ROAD 45) AND STATE ROAD 54 IN LAND O LAKES, FLORIDA, GO WEST 20.92 KM
 AL7946'(13.00 MI) ALONG STATE ROAD 54 THE INTERSECTION WITH COUNTY ROAD 1
 AL7946'AND THE STATION AT THE NORTHEAST CORNER OF THE INTERSECTION.
 AL7946'THE STATION IS FLUSH WITH THE GROUND. LOCATED 12.37 M (40.6 FT)
 AL7946'NORTHWESTERLY OF A CONCRETE LIGHT POLE, 12.01 M (39.4 FT) WESTERLY OF
 AL7946'A POWER POLE, 11.67 M (38.3 FT) SOUTHEASTERLY OF A POWER POLE, AND
 AL7946'3.14 M (10.3 FT) SOUTHEASTERLY A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4306 ***********************************************************************
 DG4306  DESIGNATION -  14 A
 DG4306  PID         -  DG4306
 DG4306  STATE/COUNTY-  FL/LAKE
 DG4306  USGS QUAD   -  SORRENTO (1980)
 DG4306
 DG4306                         *CURRENT SURVEY CONTROL
 DG4306  ___________________________________________________________________
 DG4306* NAD 83(1986)-  28 48 02.     (N)    081 35 32.     (W)     SCALED    
 DG4306* NAVD 88     -        30.637  (meters)     100.51   (feet)  ADJUSTED  
 DG4306  ___________________________________________________________________
 DG4306  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DG4306  DYNAMIC HT  -          30.593 (meters)     100.37  (feet)  COMP
 DG4306  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 DG4306
 DG4306  VERT ORDER  -  SECOND    CLASS I
 DG4306
 DG4306.The horizontal coordinates were scaled from a topographic map and have
 DG4306.an estimated accuracy of +/- 6 seconds.
 DG4306
 DG4306.The orthometric height was determined by differential leveling
 DG4306.and adjusted by the National Geodetic Survey in May 2004..
 DG4306
 DG4306.The geoid height was determined by GEOID03.
 DG4306
 DG4306.The dynamic height is computed by dividing the NAVD 88
 DG4306.geopotential number by the normal gravity value computed on the
 DG4306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4306.degrees latitude (g = 980.6199 gals.).
 DG4306
 DG4306.The modeled gravity was interpolated from observed gravity values.
 DG4306
 DG4306;                    North         East    Units  Estimated Accuracy
 DG4306;SPC FL E     -   495,070.      142,190.      MT  (+/- 180 meters Scaled)
 DG4306
 DG4306                          SUPERSEDED SURVEY CONTROL
 DG4306
 DG4306.No superseded survey control is available for this station.
 DG4306
 DG4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM422860(NAD 83)
 DG4306_MARKER: DD = SURVEY DISK
 DG4306_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG4306_STAMPING: B.M. 14A
 DG4306_MARK LOGO: FLDT  
 DG4306_PROJECTION: RECESSED 20 CENTIMETERS
 DG4306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4306+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DG4306
 DG4306  HISTORY     - Date     Condition        Report By
 DG4306  HISTORY     - UNK      MONUMENTED       FLDT
 DG4306  HISTORY     - 20020711 GOOD             FLDEP
 DG4306
 DG4306                          STATION DESCRIPTION
 DG4306
 DG4306'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4306'THE MARK IS ABOUT 2.6 MI EAST OF MOUNT DORA, 2.0 MI WEST OF SORRENTO,
 DG4306'IN SECTION 35,
 DG4306'TOWNSHIP 19 SOUTH, RANGE 27 EAST.
 DG4306' 
 DG4306'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 DG4306'ROAD 46
 DG4306'UNDERPASS ON THE SOUTHEAST SIDE OF MOUNT DORA, GO EAST ON STATE ROAD
 DG4306'46 FOR 2.0 MI TO
 DG4306'THE INTERSECTION OF ROUND LAKE ROAD AND THE MARK ON THE RIGHT.  THE
 DG4306'MARK CAN ALSO BE
 DG4306'REACHED FROM THE POST OFFICE IN SORRENTO, GO WEST ON STATE ROAD 46 FOR
 DG4306'2.2 MI TO THE
 DG4306'INTERSECTION OF ROUND LAKE ROAD AND THE MARK ON THE LEFT, SET IN TOP
 DG4306'OF A PREFABRICATED
 DG4306'CONCRETE POST RECESSED 0.8 FT BELOW THE LEVEL OF THE GROUND AND ABOUT
 DG4306'LEVEL WITH
 DG4306'STATE ROAD 46.
 DG4306' 
 DG4306'LOCATED 134.0 FT EAST OF THE CENTERLINE OF ROUND LAKE ROAD, 47.2 FT
 DG4306'SOUTHWEST OF A
 DG4306'HIGHWAY PATROL SIGN, 28.0 FT SOUTH OF THE SOUTH EDGE OF STATE ROAD 46
 DG4306'AND 1.0 FT NORTH
 DG4306'OF A FLDT METAL WITNESS POST.
 DG4306' 
 DG4306'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3202 ***********************************************************************
 AI3202  DESIGNATION -  14 CMP
 AI3202  PID         -  AI3202
 AI3202  STATE/COUNTY-  FL/BAKER
 AI3202  USGS QUAD   -  TAYLOR (1984)
 AI3202
 AI3202                         *CURRENT SURVEY CONTROL
 AI3202  ___________________________________________________________________
 AI3202* NAD 83(1986)-  30 27 46.     (N)    082 17 13.     (W)     SCALED    
 AI3202* NAVD 88     -        35.032  (meters)     114.93   (feet)  ADJUSTED  
 AI3202  ___________________________________________________________________
 AI3202  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AI3202  DYNAMIC HT  -          34.987 (meters)     114.79  (feet)  COMP
 AI3202  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 AI3202
 AI3202  VERT ORDER  -  SECOND    CLASS I
 AI3202
 AI3202.The horizontal coordinates were scaled from a topographic map and have
 AI3202.an estimated accuracy of +/- 6 seconds.
 AI3202
 AI3202.The orthometric height was determined by differential leveling
 AI3202.and adjusted by the National Geodetic Survey in May 2001..
 AI3202.No vertical observational check was made to the station.
 AI3202
 AI3202.The geoid height was determined by GEOID03.
 AI3202
 AI3202.The dynamic height is computed by dividing the NAVD 88
 AI3202.geopotential number by the normal gravity value computed on the
 AI3202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3202.degrees latitude (g = 980.6199 gals.).
 AI3202
 AI3202.The modeled gravity was interpolated from observed gravity values.
 AI3202
 AI3202;                    North         East    Units  Estimated Accuracy
 AI3202;SPC FL N     -   164,210.      812,510.      MT  (+/- 180 meters Scaled)
 AI3202
 AI3202                          SUPERSEDED SURVEY CONTROL
 AI3202
 AI3202.No superseded survey control is available for this station.
 AI3202
 AI3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP764707(NAD 83)
 AI3202_MARKER: DB = BENCH MARK DISK
 AI3202_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI3202_STAMPING: 14 CMP 1964 ELEV
 AI3202_MARK LOGO: USGS  
 AI3202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3202+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 AI3202
 AI3202  HISTORY     - Date     Condition        Report By
 AI3202  HISTORY     - 1964     MONUMENTED       USGS
 AI3202  HISTORY     - 19920123 GOOD             NGS
 AI3202
 AI3202                          STATION DESCRIPTION
 AI3202
 AI3202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AI3202'THE MARK IS ABOUT 1.85 MI (2.98 KM) NORTH OF TAYLOR IN SECTION 26, T 1
 AI3202'N, R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S-250 AND
 AI3202'STATE ROAD 125 IN TAYLOR, GO NORTH ON STATE ROAD S-250 FOR 0.75 MI
 AI3202'(1.21 KM) TO THE END OF PAVEMENT, CONTINUE NORTHERLY FOR 0.45 MI (0.72
 AI3202'KM) TO A FORK IN THE ROAD, BEAR LEFT AT THE FORK (EDDY ROAD) AND GO
 AI3202'NORTHERLY FOR 0.65 MI (1.05 KM) TO THE MARK ON THE LEFT, SET IN THE
 AI3202'TOP OF A PREFABRICATED POST LEVEL WITH THE ROAD AND FLUSH WITH THE
 AI3202'GROUND.  IN FRONT OF THE SORBELLS PROPERTY. LOCATED 95.5 FT (29.1 M)
 AI3202'SOUTH-SOUTHEAST OF CABLE BOX NUMBER 91100 2 3, 71.8 FT (21.9 M)
 AI3202'SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY WIRE ATTACHED, 26.8 FT (8.2
 AI3202'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF EDDY ROAD, 23.9 FT
 AI3202'(7.3 M) NORTH-NORTHWEST OF THE NORTH-SOUTH FENCE CORNER POST AND 17.2
 AI3202'FT (5.2 M) EAST-NORTHEAST OF THE FENCE LINE AND 17.0 FT (5.2 M)
 AI3202'EAST-NORTHEAST OF A CARSONITE WITNESS. NOTE  THE ELEVATION CAN NOT BE
 AI3202'READ AS THE DISC HAS BEEN MARRED BY A MOWER, THE MARK IS STILL TIGHT
 AI3202'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3504 ***********************************************************************
 AJ3504  DESIGNATION -  14 FAR
 AJ3504  PID         -  AJ3504
 AJ3504  STATE/COUNTY-  FL/PALM BEACH
 AJ3504  USGS QUAD   -  BELLE GLADE (1984)
 AJ3504
 AJ3504                         *CURRENT SURVEY CONTROL
 AJ3504  ___________________________________________________________________
 AJ3504* NAD 83(1986)-  26 40 51.     (N)    080 44 41.     (W)     SCALED    
 AJ3504* NAVD 88     -         3.825  (meters)      12.55   (feet)  ADJUSTED  
 AJ3504  ___________________________________________________________________
 AJ3504  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ3504  DYNAMIC HT  -           3.819 (meters)      12.53  (feet)  COMP
 AJ3504  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 AJ3504
 AJ3504  VERT ORDER  -  SECOND    CLASS I
 AJ3504
 AJ3504.The horizontal coordinates were scaled from a topographic map and have
 AJ3504.an estimated accuracy of +/- 6 seconds.
 AJ3504
 AJ3504.The orthometric height was determined by differential leveling
 AJ3504.and adjusted by the National Geodetic Survey in May 2003..
 AJ3504
 AJ3504.The geoid height was determined by GEOID03.
 AJ3504
 AJ3504.The dynamic height is computed by dividing the NAVD 88
 AJ3504.geopotential number by the normal gravity value computed on the
 AJ3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3504.degrees latitude (g = 980.6199 gals.).
 AJ3504
 AJ3504.The modeled gravity was interpolated from observed gravity values.
 AJ3504
 AJ3504;                    North         East    Units  Estimated Accuracy
 AJ3504;SPC FL E     -   260,070.      225,410.      MT  (+/- 180 meters Scaled)
 AJ3504
 AJ3504                          SUPERSEDED SURVEY CONTROL
 AJ3504
 AJ3504  NAVD 88 (09/17/01)    3.827  (m)           12.56   (f) UNKNOWN     2 1
 AJ3504
 AJ3504.Superseded values are not recommended for survey control.
 AJ3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3504.See file dsdata.txt to determine how the superseded data were derived.
 AJ3504
 AJ3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK253511(NAD 83)
 AJ3504_MARKER: DD = SURVEY DISK
 AJ3504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ3504_SP_SET: HEADWALL
 AJ3504_STAMPING: 14 FAR 1970
 AJ3504_MARK LOGO: USGS  
 AJ3504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3504+STABILITY: SURFACE MOTION
 AJ3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3504+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 AJ3504
 AJ3504  HISTORY     - Date     Condition        Report By
 AJ3504  HISTORY     - 1970     MONUMENTED       USGS
 AJ3504  HISTORY     - 20000228 GOOD             FLDEP
 AJ3504
 AJ3504                          STATION DESCRIPTION
 AJ3504
 AJ3504'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3504'THE MARK IS ABOUT 28.0 MI (45.1 KM) NORTHWEST OF ANDYTOWN, 2.4 MI (3.9
 AJ3504'KM) NORTH OF SOUTH BAY, IN SECTION 9, TOWNSHIP 44 SOUTH, RANGE 36
 AJ3504'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 AJ3504'ROAD 80 IN SOUTH BAY, GO NORTH ON U.S. HIGHWAY 27 FOR 2.3 MI (3.7 KM)
 AJ3504'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A BOX CULVERT HEADWALL,
 AJ3504'5.0 FT (1.5 M) BELOW THE LEVEL OF THE NORTHBOUND LANES OF U.S. HIGHWAY
 AJ3504'27. LOCATED 185.0 FT (56.4 M) WEST-NORTHWEST OF THE EAST END OF A
 AJ3504'GUARDRAIL, 40.0 FT (12.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AJ3504'NORTHBOUND LANES OF U.S. HIGHWAY 27 AND 7.8 FT (2.4 M) NORTH-NORTHWEST
 AJ3504'OF A METAL GUARDRAIL AND A METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0338 ***********************************************************************
 BE0338  DESIGNATION -  14 JWM USGS
 BE0338  PID         -  BE0338
 BE0338  STATE/COUNTY-  FL/JACKSON
 BE0338  USGS QUAD   -  DELLWOOD (1994)
 BE0338
 BE0338                         *CURRENT SURVEY CONTROL
 BE0338  ___________________________________________________________________
 BE0338* NAD 83(1986)-  30 48 14.     (N)    085 02 01.     (W)     SCALED    
 BE0338* NAVD 88     -        31.383  (meters)     102.96   (feet)  ADJUSTED  
 BE0338  ___________________________________________________________________
 BE0338  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BE0338  DYNAMIC HT  -          31.342 (meters)     102.83  (feet)  COMP
 BE0338  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BE0338
 BE0338  VERT ORDER  -  SECOND    CLASS 0
 BE0338
 BE0338.The horizontal coordinates were scaled from a topographic map and have
 BE0338.an estimated accuracy of +/- 6 seconds.
 BE0338
 BE0338.The orthometric height was determined by differential leveling
 BE0338.and adjusted by the National Geodetic Survey in June 1991..
 BE0338
 BE0338.The geoid height was determined by GEOID03.
 BE0338
 BE0338.The dynamic height is computed by dividing the NAVD 88
 BE0338.geopotential number by the normal gravity value computed on the
 BE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0338.degrees latitude (g = 980.6199 gals.).
 BE0338
 BE0338.The modeled gravity was interpolated from observed gravity values.
 BE0338
 BE0338;                    North         East    Units  Estimated Accuracy
 BE0338;SPC FL N     -   200,080.      548,930.      MT  (+/- 180 meters Scaled)
 BE0338
 BE0338                          SUPERSEDED SURVEY CONTROL
 BE0338
 BE0338  NGVD 29 (??/??/92)   31.516  (m)          103.40   (f) ADJ UNCH    2 0
 BE0338
 BE0338.Superseded values are not recommended for survey control.
 BE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0338.See file dsdata.txt to determine how the superseded data were derived.
 BE0338
 BE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV881095(NAD 83)
 BE0338_MARKER: DD = SURVEY DISK
 BE0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0338_STAMPING: 14JWM 1951 104
 BE0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0338+STABILITY: SURFACE MOTION
 BE0338
 BE0338  HISTORY     - Date     Condition        Report By
 BE0338  HISTORY     - 1951     MONUMENTED       USGS
 BE0338  HISTORY     - 1960     GOOD             NGS
 BE0338  HISTORY     - 1979     GOOD             NGS
 BE0338  HISTORY     - 19910423 GOOD             USPSQD
 BE0338  HISTORY     - 20010331 GOOD             NGS
 BE0338
 BE0338                          STATION DESCRIPTION
 BE0338
 BE0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0338'6.2 MI NW FROM GRAND RIDGE.
 BE0338'6.2 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM ITS JUNCTION
 BE0338'WITH U.S. HIGHWAY 90 AT GRAND RIDGE, 1.8 MILES SOUTHEAST ALONG
 BE0338'STATE HIGHWAY 69 FROM ITS JUNCTION WITH STATE ROAD S 164
 BE0338'AT DELLWOOD, 106 FT. WEST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 BE0338'51 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 104 FT. SOUTH
 BE0338'OF THE CENTER LINE OF AN EAST AND WEST GRADED DIRT ROAD, 2 FT.
 BE0338'NORTHWEST OF POWER POLE 20, 1.1 FT. SOUTHWEST OF A STEEL WITNESS
 BE0338'POST SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT.
 BE0338'ABOVE THE GROUND.
 BE0338
 BE0338                          STATION RECOVERY (1979)
 BE0338
 BE0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BE0338'MARK RECOVERED AND FOUND IN GOOD CONDITION. DUE TO CHANGES, A
 BE0338'COMPLETE NEW DESCRIPTION FOLLOWS. 6.2 MILES NORTHWEST ALONG STATE
 BE0338'HIGHWAY 69 FROM ITS JUNCTION WITH U.S. HIGHWAY 90 AT GRAND RIDGE, 1.8
 BE0338'MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH STATE
 BE0338'ROAD S 164 AT DELLWOOD, 118.0 FEET SOUTHWEST OF THE NORTHWEST CORNER
 BE0338'OF A HOUSE, 109.0 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 BE0338'73.0 FEET NORTHWEST OF THE CENTER OF DRIVEWAY TO HOUSE, 51.0 FEET
 BE0338'NORTHEAST OF THE CENTER OF THE HIGHWAY, 109.0 FEET SOUTH OF THE
 BE0338'CENTER OF AN EAST-WEST DIRT ROAD AND AT THE WEST END OF A FLOWER
 BE0338'GARDEN.
 BE0338
 BE0338                          STATION RECOVERY (1991)
 BE0338
 BE0338'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0338'RECOVERED IN GOOD CONDITION.
 BE0338
 BE0338                          STATION RECOVERY (2001)
 BE0338
 BE0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0253 ***********************************************************************
 AS0253  DESIGNATION -  14 M
 AS0253  PID         -  AS0253
 AS0253  STATE/COUNTY-  FL/FRANKLIN
 AS0253  USGS QUAD   -  ST TERESA (1992)
 AS0253
 AS0253                         *CURRENT SURVEY CONTROL
 AS0253  ___________________________________________________________________
 AS0253* NAD 83(1986)-  29 58 14.     (N)    084 29 56.     (W)     SCALED    
 AS0253* NAVD 88     -         6.523  (meters)      21.40   (feet)  ADJUSTED  
 AS0253  ___________________________________________________________________
 AS0253  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0253  DYNAMIC HT  -           6.514 (meters)      21.37  (feet)  COMP
 AS0253  MODELED GRAV-     979,335.9   (mgal)                       NAVD 88
 AS0253
 AS0253  VERT ORDER  -  FIRST     CLASS I
 AS0253
 AS0253.The horizontal coordinates were scaled from a topographic map and have
 AS0253.an estimated accuracy of +/- 6 seconds.
 AS0253
 AS0253.The orthometric height was determined by differential leveling
 AS0253.and adjusted by the National Geodetic Survey in June 1991..
 AS0253
 AS0253.The geoid height was determined by GEOID03.
 AS0253
 AS0253.The dynamic height is computed by dividing the NAVD 88
 AS0253.geopotential number by the normal gravity value computed on the
 AS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0253.degrees latitude (g = 980.6199 gals.).
 AS0253
 AS0253.The modeled gravity was interpolated from observed gravity values.
 AS0253
 AS0253;                    North         East    Units  Estimated Accuracy
 AS0253;SPC FL N     -   107,580.      600,110.      MT  (+/- 180 meters Scaled)
 AS0253
 AS0253                          SUPERSEDED SURVEY CONTROL
 AS0253
 AS0253  NGVD 29 (??/??/92)    6.711  (m)           22.02   (f) ADJ UNCH    1 1
 AS0253
 AS0253.Superseded values are not recommended for survey control.
 AS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0253.See file dsdata.txt to determine how the superseded data were derived.
 AS0253
 AS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU413181(NAD 83)
 AS0253_MARKER: DD = SURVEY DISK
 AS0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0253_STAMPING: 22 14M 1943
 AS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0253+STABILITY: SURFACE MOTION
 AS0253
 AS0253  HISTORY     - Date     Condition        Report By
 AS0253  HISTORY     - 1943     MONUMENTED       USGS
 AS0253  HISTORY     - 1967     GOOD             NGS
 AS0253  HISTORY     - 1985     GOOD             USPSQD
 AS0253  HISTORY     - 1986     GOOD             USPSQD
 AS0253  HISTORY     - 1987     GOOD             USPSQD
 AS0253  HISTORY     - 1988     GOOD             USPSQD
 AS0253  HISTORY     - 1989     GOOD             USPSQD
 AS0253  HISTORY     - 19980302 GOOD             USPSQD
 AS0253
 AS0253                          STATION DESCRIPTION
 AS0253
 AS0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0253'6.3 MI S FROM SOPCHOPPY.
 AS0253'ABOUT 6.3 MILES SOUTH ALONG U.S. HIGHWAY 319 FROM THE JUNCTION
 AS0253'OF STATE HIGHWAY 375 AT SOPCHOPPY, IN SECTION 12, R 3 W, T 6 S,
 AS0253'AT THE INSIDE OF A LONG CURVE, 97 FEET NORTHWEST OF THE CENTER
 AS0253'OF AN INTERSECTION (GRADED SAND ROAD LEADING SOUTHEAST AND A
 AS0253'NARROW WOODS ROAD LEADING NORTHWEST), 13 FEET SOUTHWEST OF THE
 AS0253'CENTER LINE OF THE WOODS ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS
 AS0253'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 AS0253'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 AS0253
 AS0253                          STATION RECOVERY (1985)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1986)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1987)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1988)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1989)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1998)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1980 ***********************************************************************
 AG1980  DESIGNATION -  14 M CO
 AG1980  PID         -  AG1980
 AG1980  STATE/COUNTY-  FL/MANATEE
 AG1980  USGS QUAD   -  BRADENTON BEACH (1987)
 AG1980
 AG1980                         *CURRENT SURVEY CONTROL
 AG1980  ___________________________________________________________________
 AG1980* NAD 83(1986)-  27 28 06.     (N)    082 41 43.     (W)     SCALED    
 AG1980* NAVD 88     -         4.652  (meters)      15.26   (feet)  ADJUSTED  
 AG1980  ___________________________________________________________________
 AG1980  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG1980  DYNAMIC HT  -           4.645 (meters)      15.24  (feet)  COMP
 AG1980  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 AG1980
 AG1980  VERT ORDER  -  FIRST     CLASS I
 AG1980
 AG1980.The horizontal coordinates were scaled from a topographic map and have
 AG1980.an estimated accuracy of +/- 6 seconds.
 AG1980
 AG1980.The orthometric height was determined by differential leveling
 AG1980.and adjusted by the National Geodetic Survey in June 1991..
 AG1980
 AG1980.The geoid height was determined by GEOID03.
 AG1980
 AG1980.The dynamic height is computed by dividing the NAVD 88
 AG1980.geopotential number by the normal gravity value computed on the
 AG1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1980.degrees latitude (g = 980.6199 gals.).
 AG1980
 AG1980.The modeled gravity was interpolated from observed gravity values.
 AG1980
 AG1980;                    North         East    Units  Estimated Accuracy
 AG1980;SPC FL W     -   347,490.      131,280.      MT  (+/- 180 meters Scaled)
 AG1980
 AG1980                          SUPERSEDED SURVEY CONTROL
 AG1980
 AG1980  NGVD 29 (??/??/92)    4.95   (m)           16.2    (f) COMPUTED    1 1
 AG1980
 AG1980.Superseded values are not recommended for survey control.
 AG1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1980.See file dsdata.txt to determine how the superseded data were derived.
 AG1980
 AG1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL324394(NAD 83)
 AG1980_MARKER: DD = SURVEY DISK
 AG1980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG1980_SP_SET: BRIDGE
 AG1980_STAMPING: 14
 AG1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1980+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 AG1980
 AG1980  HISTORY     - Date     Condition        Report By
 AG1980  HISTORY     - UNK      MONUMENTED       FL-081
 AG1980  HISTORY     - 1966     GOOD             NGS
 AG1980  HISTORY     - 1989     GOOD             USPSQD
 AG1980  HISTORY     - 1990     GOOD             USPSQD
 AG1980  HISTORY     - 1991     GOOD             USPSQD
 AG1980  HISTORY     - 20020302 GOOD             USPSQD
 AG1980
 AG1980                          STATION DESCRIPTION
 AG1980
 AG1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1980'0.2 MI E FROM BRADENTON BEACH.
 AG1980'ABOUT 0.2 MILE EAST ALONG CORTEZ ROAD (STATE HIGHWAY 684) FROM
 AG1980'THE JUNCTION OF STATE HIGHWAY 789 AT BRADENTON BEACH, 204 YARDS
 AG1980'EAST OF THE WEST END OF THE CORTEZ BRIDGE OVER SARASOTA PASS,
 AG1980'15.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 AG1980'WITH THE HIGHWAY AND SET IN THE TOP OF THE NORTH CONCRETE WALKWAY
 AG1980'OF THE BRIDGE.
 AG1980
 AG1980                          STATION RECOVERY (1989)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (1990)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (1991)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (2002)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG1980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5144 ***********************************************************************
 AB5144  DESIGNATION -  14 RAJ RESET
 AB5144  PID         -  AB5144
 AB5144  STATE/COUNTY-  FL/MARION
 AB5144  USGS QUAD   -  LADY LAKE (1980)
 AB5144
 AB5144                         *CURRENT SURVEY CONTROL
 AB5144  ___________________________________________________________________
 AB5144* NAD 83(1986)-  28 58 55.     (N)    081 55 26.     (W)     SCALED    
 AB5144* NAVD 88     -        29.314  (meters)      96.17   (feet)  ADJUSTED  
 AB5144  ___________________________________________________________________
 AB5144  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AB5144  DYNAMIC HT  -          29.273 (meters)      96.04  (feet)  COMP
 AB5144  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 AB5144
 AB5144  VERT ORDER  -  SECOND    CLASS I
 AB5144
 AB5144.The horizontal coordinates were scaled from a topographic map and have
 AB5144.an estimated accuracy of +/- 6 seconds.
 AB5144
 AB5144.The orthometric height was determined by differential leveling
 AB5144.and adjusted by the National Geodetic Survey in September 1996..
 AB5144
 AB5144.The geoid height was determined by GEOID03.
 AB5144
 AB5144.The dynamic height is computed by dividing the NAVD 88
 AB5144.geopotential number by the normal gravity value computed on the
 AB5144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5144.degrees latitude (g = 980.6199 gals.).
 AB5144
 AB5144.The modeled gravity was interpolated from observed gravity values.
 AB5144
 AB5144;                    North         East    Units  Estimated Accuracy
 AB5144;SPC FL W     -   515,030.      207,420.      MT  (+/- 180 meters Scaled)
 AB5144
 AB5144                          SUPERSEDED SURVEY CONTROL
 AB5144
 AB5144.No superseded survey control is available for this station.
 AB5144
 AB5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN099063(NAD 83)
 AB5144_MARKER: DB = BENCH MARK DISK
 AB5144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5144_SP_SET: CULVERT HEADWALL
 AB5144_STAMPING: 14 RAJ 1962 RESET 1971
 AB5144_MARK LOGO: CGS   
 AB5144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5144+STABILITY: SURFACE MOTION
 AB5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5144+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 AB5144
 AB5144  HISTORY     - Date     Condition        Report By
 AB5144  HISTORY     - 1971     MONUMENTED       CGS
 AB5144  HISTORY     - 19940318 GOOD             FLDEP
 AB5144  HISTORY     - 20030208 GOOD             USPSQD
 AB5144  HISTORY     - 20060329 GOOD             USPSQD
 AB5144
 AB5144                          STATION DESCRIPTION
 AB5144
 AB5144'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5144'THE MARK IS AT THE INTERSECTION OF COUNTY ROAD 25 AND COUNTY ROAD 42
 AB5144'IN WEIRSDALE, ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF OKLAWAHA, 18.2 MI
 AB5144'(29.3 KM) SOUTHEAST OF SILVER SPRINGS IN SECTION 29, TOWNSHIP 17
 AB5144'SOUTH, RANGE 24 EAST.  TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY
 AB5144'ROAD 25 AND COUNTY ROAD 464C IN OKLAWAHA, GO SOUTHEASTERLY ON COUNTY
 AB5144'ROAD 25 FOR 5.25 MI (8.45 KM) TO THE INTERSECTION OF COUNTY ROAD 42
 AB5144'AND THE MARK ON THE LEFT, SET IN THE TOP OF THE HEADWALL OF A CONCRETE
 AB5144'BOX CULVERT, ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 25.
 AB5144'LOCATED 79.0 FT (24.1 M) NORTHEAST OF THE INTERSECTION OF COUNTY ROAD
 AB5144'25 AND COUNTY ROAD 42, 64.0 FT (19.5 M) WEST OF POWER POLE NUMBER
 AB5144'A89941, 35.0 FT (10.7 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5144'ROAD 25, 31.0 FT (9.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5144'ROAD 42, 10.0 FT (3.0 M) NORTHWEST OF THE SOUTHEAST END OF THE
 AB5144'HEADWALL AND 2.5 FT (0.8 M) SOUTHEAST OF THE NORTHWEST END OF THE
 AB5144'HEADWALL CULVERT.
 AB5144
 AB5144                          STATION RECOVERY (2003)
 AB5144
 AB5144'RECOVERY NOTE BY US POWER SQUADRON 2003 (HJM)
 AB5144'RECOVERED IN GOOD CONDITION.
 AB5144
 AB5144                          STATION RECOVERY (2006)
 AB5144
 AB5144'RECOVERY NOTE BY US POWER SQUADRON 2006 (JJM)
 AB5144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1288 ***********************************************************************
 AG1288  DESIGNATION -  14 V 1943
 AG1288  PID         -  AG1288
 AG1288  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1288  USGS QUAD   -  BRANDON (1987)
 AG1288
 AG1288                         *CURRENT SURVEY CONTROL
 AG1288  ___________________________________________________________________
 AG1288* NAD 83(1990)-  27 56 16.07469(N)    082 17 23.49247(W)     ADJUSTED  
 AG1288* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AG1288  ___________________________________________________________________
 AG1288  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AG1288  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AG1288
 AG1288  HORZ ORDER  -  THIRD
 AG1288
 AG1288.The horizontal coordinates were established by classical geodetic methods
 AG1288.and adjusted by the National Geodetic Survey in May 1991..
 AG1288
 AG1288.The orthometric height was scaled from a topographic map.
 AG1288
 AG1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1288
 AG1288.The geoid height was determined by GEOID03.
 AG1288
 AG1288;                    North         East     Units Scale Factor Converg.
 AG1288;SPC FL W     -   399,350.096   171,474.180   MT  0.99995122   -0 08 08.9
 AG1288;SPC FL W     - 1,310,201.11    562,578.21   sFT  0.99995122   -0 08 08.9
 AG1288;UTM  17      - 3,090,981.330   373,099.001   MT  0.99979877   -0 36 15.8
 AG1288
 AG1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1288!SPC FL W     -   1.00000164  x   0.99995122  =   0.99995286
 AG1288!UTM  17      -   1.00000164  x   0.99979877  =   0.99980041
 AG1288
 AG1288:                Primary Azimuth Mark                     Grid Az
 AG1288:SPC FL W     -  13 V 1943                                270 26 45.2
 AG1288:UTM  17      -  13 V 1943                                270 54 52.1
 AG1288
 AG1288|---------------------------------------------------------------------|
 AG1288| PID    Reference Object                     Distance      Geod. Az  |
 AG1288|                                                           dddmmss.s |
 AG1288| AG1287 13 V 1943                           APPROX. 1.1 KM 2701836.3 |
 AG1288|---------------------------------------------------------------------|
 AG1288
 AG1288                          SUPERSEDED SURVEY CONTROL
 AG1288
 AG1288  NAD 83(1986)-  27 56 16.09209(N)    082 17 23.51303(W) AD(       ) 3
 AG1288  NAD 27      -  27 56 15.00998(N)    082 17 24.18086(W) AD(       ) 3
 AG1288
 AG1288.Superseded values are not recommended for survey control.
 AG1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1288.See file dsdata.txt to determine how the superseded data were derived.
 AG1288
 AG1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7309990981(NAD 83)
 AG1288_MARKER: Z = SEE DESCRIPTION
 AG1288_SETTING: 0 = UNSPECIFIED SETTING
 AG1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1288
 AG1288  HISTORY     - Date     Condition        Report By
 AG1288  HISTORY     - 1943     MONUMENTED       CGS
 AG1288  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1288  HISTORY     - 1958     SEE DESCRIPTION  CGS
 AG1288
 AG1288                          STATION DESCRIPTION
 AG1288
 AG1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1288'STATION AND REFERENCE MARK 2 NOT RECOVERED.  REFERENCE MARK 1
 AG1288'RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARK 2
 AG1288'PROBABLY DESTROYED DURING THE RELOCATION OF THE HIGHWAY.
 AG1288'
 AG1288'REFERENCE MARK 1 IS LOCATED 0.25 MI. W ALONG STATE ROAD 60
 AG1288'FROM THE INTERSECTION OF PARSON AVENUE IN BRANDON, AT THE NE
 AG1288'CORNER OF THE INTERSECTION OF STATE ROAD 60 AND KNIGHT AVENUE,
 AG1288'66.4 FT. NE OF THE CENTERLINE OF THE INTERSECTION, 33.0 FT. E
 AG1288'OF THE CENTERLINE OF KNIGHT AVENUE, 57.4 FT. N OF THE CENTERLINE
 AG1288'OF THE HIGHWAY, AND 3.5 FT. N AND 2.0 FT. W OF TWO
 AG1288'24-IN. CABBAGE PALM TREES.  A STANDARD REFERENCE-MARK DISK,
 AG1288'STAMPED RM 1 14 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE
 AG1288'MONUMENT FLUSH WITH THE GROUND.
 AG1288'
 AG1288'THIS IS A TRAVERSE STATION.
 AG1288
 AG1288                          STATION RECOVERY (1958)
 AG1288
 AG1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1288'THE STATION AND REFERENCE MARK 2 WERE REPORTED DESTROYED IN 1956.
 AG1288'
 AG1288'REFERENCE MARK 1 WAS RECOVERED IN JULY 1958 AND FOUND IN
 AG1288'GOOD CONDITION.  IT IS LOCATED AT THE W EDGE OF BRANDON, 0.25
 AG1288'MI. W OF THE POST OFFICE, 58 FT. N OF THE CENTERLINE OF STATE
 AG1288'HIGHWAY 60, 31.5 FT. E OF THE CENTERLINE OF KNIGHT AVENUE, 28
 AG1288'FT. N OF THE CENTERLINE OF AN ACCESS ROAD TO STATE HIGHWAY 60,
 AG1288'6.3 FT. E OF A CONCRETE STREET MARKER, 1.8 FT. N OF A TELEPHONE
 AG1288'POLE, 1.8 FT. W OF A 15-IN. PALM TREE AND 1.3 FT. E OF THE E
 AG1288'EDGE OF A SIDEWALK.  A REFERENCE-MARK DISK SET IN THE TOP OF A
 AG1288'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AG1288'14V RM 1 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1396 ***********************************************************************
 BD1396  DESIGNATION -  140
 BD1396  PID         -  BD1396
 BD1396  STATE/COUNTY-  FL/BAKER
 BD1396  USGS QUAD   -  MAXVILLE (1984)
 BD1396
 BD1396                         *CURRENT SURVEY CONTROL
 BD1396  ___________________________________________________________________
 BD1396* NAD 83(1986)-  30 14 37.     (N)    082 05 49.     (W)     SCALED    
 BD1396* NAVD 88     -        42.525  (meters)     139.52   (feet)  ADJUSTED  
 BD1396  ___________________________________________________________________
 BD1396  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BD1396  DYNAMIC HT  -          42.470 (meters)     139.34  (feet)  COMP
 BD1396  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BD1396
 BD1396  VERT ORDER  -  SECOND    CLASS 0
 BD1396
 BD1396.The horizontal coordinates were scaled from a topographic map and have
 BD1396.an estimated accuracy of +/- 6 seconds.
 BD1396
 BD1396.The orthometric height was determined by differential leveling
 BD1396.and adjusted by the National Geodetic Survey in June 1991..
 BD1396
 BD1396.The geoid height was determined by GEOID03.
 BD1396
 BD1396.The dynamic height is computed by dividing the NAVD 88
 BD1396.geopotential number by the normal gravity value computed on the
 BD1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1396.degrees latitude (g = 980.6199 gals.).
 BD1396
 BD1396.The modeled gravity was interpolated from observed gravity values.
 BD1396
 BD1396;                    North         East    Units  Estimated Accuracy
 BD1396;SPC FL N     -   140,290.      831,270.      MT  (+/- 180 meters Scaled)
 BD1396
 BD1396                          SUPERSEDED SURVEY CONTROL
 BD1396
 BD1396  NGVD 29 (??/??/92)   42.818  (m)          140.48   (f) ADJ UNCH    2 0
 BD1396
 BD1396.Superseded values are not recommended for survey control.
 BD1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1396.See file dsdata.txt to determine how the superseded data were derived.
 BD1396
 BD1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP944462(NAD 83)
 BD1396_MARKER: P = PIPE CAP
 BD1396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BD1396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BD1396_STAMPING: 140
 BD1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1396
 BD1396  HISTORY     - Date     Condition        Report By
 BD1396  HISTORY     - UNK      MONUMENTED       USGS
 BD1396  HISTORY     - 1954     POOR             NGS
 BD1396
 BD1396                          STATION DESCRIPTION
 BD1396
 BD1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD1396'5.3 MI SW FROM MATTOX.
 BD1396'5.3 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BD1396'THE CROSSING OF THE SEABOARD AIR LINE RAILWAY AT MATTOX, 38 1/2
 BD1396'RAILS (39-FOOT) SOUTHWEST OF MILE POST SG 665 AND THE CENTER OF THE
 BD1396'BRIDGE OVER TURKEY CREEK, 10 RAILS SOUTHWEST OF THE NORTHEAST
 BD1396'END OF A CURVE WITH TANGENTS EAST-NORTHEAST AND SOUTHWEST, 485
 BD1396'FEET SOUTHWEST OF THE CENTER OF A DIM ROAD CROSSING, 497 FEET
 BD1396'SOUTHWEST OF THE CROSSING WARNING SIGN, 190 1/2 FEET EAST AND
 BD1396'ACROSS THE TRACK FROM THE CENTER OF A GATE IN THE FENCE LINE, 60
 BD1396'FEET SOUTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE E 8,
 BD1396'37 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11 FEET NORTHWEST OF A
 BD1396'FENCE LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS A
 BD1396'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 8
 BD1396'INCHES.  NOTE-- THIS MARK HAS BEEN BUMPED BY EQUIPMENT PLOUGHING
 BD1396'FIRE BREAKS.  ITS STABILITY IS QUESTIONABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0022 ***********************************************************************
 AL0022  DESIGNATION -  140 FLHD
 AL0022  PID         -  AL0022
 AL0022  STATE/COUNTY-  FL/PINELLAS
 AL0022  USGS QUAD   -  OLDSMAR (1987)
 AL0022
 AL0022                         *CURRENT SURVEY CONTROL
 AL0022  ___________________________________________________________________
 AL0022* NAD 83(1986)-  28 02 55.     (N)    082 41 35.     (W)     SCALED    
 AL0022* NAVD 88     -         2.013  (meters)       6.60   (feet)  ADJUSTED  
 AL0022  ___________________________________________________________________
 AL0022  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL0022  DYNAMIC HT  -           2.010 (meters)       6.59  (feet)  COMP
 AL0022  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL0022
 AL0022  VERT ORDER  -  SECOND    CLASS II
 AL0022
 AL0022.The horizontal coordinates were scaled from a topographic map and have
 AL0022.an estimated accuracy of +/- 6 seconds.
 AL0022
 AL0022.The orthometric height was determined by differential leveling
 AL0022.and adjusted by the National Geodetic Survey in June 1991..
 AL0022
 AL0022.The geoid height was determined by GEOID03.
 AL0022
 AL0022.The dynamic height is computed by dividing the NAVD 88
 AL0022.geopotential number by the normal gravity value computed on the
 AL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0022.degrees latitude (g = 980.6199 gals.).
 AL0022
 AL0022.The modeled gravity was interpolated from observed gravity values.
 AL0022
 AL0022;                    North         East    Units  Estimated Accuracy
 AL0022;SPC FL W     -   411,790.      131,860.      MT  (+/- 180 meters Scaled)
 AL0022
 AL0022                          SUPERSEDED SURVEY CONTROL
 AL0022
 AL0022  NGVD 29 (??/??/92)    2.271  (m)            7.45   (f) ADJ UNCH    2 2
 AL0022
 AL0022.Superseded values are not recommended for survey control.
 AL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0022.See file dsdata.txt to determine how the superseded data were derived.
 AL0022
 AL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM335037(NAD 83)
 AL0022_MARKER: DD = SURVEY DISK
 AL0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0022_SP_SET: HEADWALL
 AL0022_STAMPING: 140 SRD
 AL0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0022
 AL0022  HISTORY     - Date     Condition        Report By
 AL0022  HISTORY     - UNK      MONUMENTED       FLHD
 AL0022  HISTORY     - 1975     GOOD             FLDT
 AL0022  HISTORY     - 1990     GOOD             USPSQD
 AL0022
 AL0022                          STATION DESCRIPTION
 AL0022
 AL0022'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0022'AT OLDSMAR.
 AL0022'STATION IS AT THE INTERSECTION OF CURLEW RD. (S.R. S-586) AND
 AL0022'S.R. 584, 222.5 FT. EAST OF THE CENTERLINE OF CURLEW RD., 39.5
 AL0022'FT. SOUTH OF THE CENTERLINE OF S.R. 584.  SET IN TOP OF CONCRETE
 AL0022'HEADWALL.  SECTION 15, T 28 S, R 16 E.
 AL0022
 AL0022                          STATION RECOVERY (1990)
 AL0022
 AL0022'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9860 ***********************************************************************
 DE9860  DESIGNATION -  1401 20
 DE9860  PID         -  DE9860
 DE9860  STATE/COUNTY-  FL/ORANGE
 DE9860  USGS QUAD   -  BITHLO (1980)
 DE9860
 DE9860                         *CURRENT SURVEY CONTROL
 DE9860  ___________________________________________________________________
 DE9860* NAD 83(1986)-  28 33 12.     (N)    081 06 22.     (W)     SCALED    
 DE9860* NAVD 88     -        20.063  (meters)      65.82   (feet)  ADJUSTED  
 DE9860  ___________________________________________________________________
 DE9860  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DE9860  DYNAMIC HT  -          20.034 (meters)      65.73  (feet)  COMP
 DE9860  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 DE9860
 DE9860  VERT ORDER  -  SECOND    CLASS I
 DE9860
 DE9860.The horizontal coordinates were scaled from a topographic map and have
 DE9860.an estimated accuracy of +/- 6 seconds.
 DE9860
 DE9860.The orthometric height was determined by differential leveling
 DE9860.and adjusted by the National Geodetic Survey in November 2003..
 DE9860
 DE9860.The geoid height was determined by GEOID03.
 DE9860
 DE9860.The dynamic height is computed by dividing the NAVD 88
 DE9860.geopotential number by the normal gravity value computed on the
 DE9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9860.degrees latitude (g = 980.6199 gals.).
 DE9860
 DE9860.The modeled gravity was interpolated from observed gravity values.
 DE9860
 DE9860;                    North         East    Units  Estimated Accuracy
 DE9860;SPC FL E     -   467,530.      189,620.      MT  (+/- 180 meters Scaled)
 DE9860
 DE9860                          SUPERSEDED SURVEY CONTROL
 DE9860
 DE9860.No superseded survey control is available for this station.
 DE9860
 DE9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM896585(NAD 83)
 DE9860_MARKER: DD = SURVEY DISK
 DE9860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9860_STAMPING: B.M. 1401-20
 DE9860_MARK LOGO: SJRWMD
 DE9860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9860+STABILITY: SURFACE MOTION
 DE9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9860+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9860
 DE9860  HISTORY     - Date     Condition        Report By
 DE9860  HISTORY     - 1997     MONUMENTED       SJRWMD
 DE9860
 DE9860                          STATION DESCRIPTION
 DE9860
 DE9860'DESCRIBED BY ST JOHNS RIVER WATER MGMT DIST 1997 (JLM)
 DE9860'THE MARK IS IN BITHLO IN SECTION 27, TOWNSHIP 22 SOUTH, RANGE 32 EAST.
 DE9860'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD)
 DE9860'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON
 DE9860'STATE ROAD 50 FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF COUNTY ROAD 13
 DE9860'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DE9860'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 13. LOCATED 150.0 FT
 DE9860'(45.7 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD
 DE9860'50, 64.5 FT (19.7 M) NORTH OF A DRIVEWAY LEADING INTO A TRAIL PARK,
 DE9860'49.0 FT (14.9 M) WEST OF THE APPROXMITE CENTERLINE OF COUNTY ROAD 13
 DE9860'AND 0.8 FT (24.4 CM) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0019 ***********************************************************************
 AL0019  DESIGNATION -  141
 AL0019  PID         -  AL0019
 AL0019  STATE/COUNTY-  FL/PINELLAS
 AL0019  USGS QUAD   -  OLDSMAR (1987)
 AL0019
 AL0019                         *CURRENT SURVEY CONTROL
 AL0019  ___________________________________________________________________
 AL0019* NAD 83(1986)-  28 02 31.     (N)    082 40 17.     (W)     SCALED    
 AL0019* NAVD 88     -         3.048  (meters)      10.00   (feet)  ADJUSTED  
 AL0019  ___________________________________________________________________
 AL0019  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0019  DYNAMIC HT  -           3.043 (meters)       9.98  (feet)  COMP
 AL0019  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL0019
 AL0019  VERT ORDER  -  SECOND    CLASS II
 AL0019
 AL0019.The horizontal coordinates were scaled from a topographic map and have
 AL0019.an estimated accuracy of +/- 6 seconds.
 AL0019
 AL0019.The orthometric height was determined by differential leveling
 AL0019.and adjusted by the National Geodetic Survey in June 1991..
 AL0019
 AL0019.The geoid height was determined by GEOID03.
 AL0019
 AL0019.The dynamic height is computed by dividing the NAVD 88
 AL0019.geopotential number by the normal gravity value computed on the
 AL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0019.degrees latitude (g = 980.6199 gals.).
 AL0019
 AL0019.The modeled gravity was interpolated from observed gravity values.
 AL0019
 AL0019;                    North         East    Units  Estimated Accuracy
 AL0019;SPC FL W     -   411,040.      133,990.      MT  (+/- 180 meters Scaled)
 AL0019
 AL0019                          SUPERSEDED SURVEY CONTROL
 AL0019
 AL0019  NGVD 29 (??/??/92)    3.305  (m)           10.84   (f) ADJ UNCH    2 2
 AL0019
 AL0019.Superseded values are not recommended for survey control.
 AL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0019.See file dsdata.txt to determine how the superseded data were derived.
 AL0019
 AL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM357029(NAD 83)
 AL0019_MARKER: DD = SURVEY DISK
 AL0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0019_SP_SET: HEADWALL
 AL0019_STAMPING: 141
 AL0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0019
 AL0019  HISTORY     - Date     Condition        Report By
 AL0019  HISTORY     - UNK      MONUMENTED       CGS
 AL0019  HISTORY     - 1975     GOOD             FLDT
 AL0019
 AL0019                          STATION DESCRIPTION
 AL0019
 AL0019'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0019'AT OLDSMAR.
 AL0019'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0019'AND S.R. 584, RUN EASTERLY ON S.R. 584 FOR 1.5 MILE.  STATION ON
 AL0019'LEFT, 26.0 FT. NORTH OF THE CENTERLINE OF S.R. 584, 40.5 FT. EAST
 AL0019'OF THE EXTENDED CENTERLINE OF FIELD ENTRANCE, 77.5 FT. NW OF A
 AL0019'POWER POLE, NO NUMBER, 77.0 FT. W/SW OF A TELEPHONE POLE.  SET
 AL0019'IN THE TOP OF A CONCRETE HEADWALL.  SECTION 23, T 28 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0016 ***********************************************************************
 AG0016  DESIGNATION -  142 C OF SP
 AG0016  PID         -  AG0016
 AG0016  STATE/COUNTY-  FL/PINELLAS
 AG0016  USGS QUAD   -  ST PETERSBURG (1987)
 AG0016
 AG0016                         *CURRENT SURVEY CONTROL
 AG0016  ___________________________________________________________________
 AG0016* NAD 83(1986)-  27 48 25.     (N)    082 40 47.     (W)     SCALED    
 AG0016* NAVD 88     -        15.342  (meters)      50.33   (feet)  ADJUSTED  
 AG0016  ___________________________________________________________________
 AG0016  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG0016  DYNAMIC HT  -          15.319 (meters)      50.26  (feet)  COMP
 AG0016  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 AG0016
 AG0016  VERT ORDER  -  SECOND    CLASS II
 AG0016
 AG0016.The horizontal coordinates were scaled from a topographic map and have
 AG0016.an estimated accuracy of +/- 6 seconds.
 AG0016
 AG0016.The orthometric height was determined by differential leveling
 AG0016.and adjusted by the National Geodetic Survey in June 1991..
 AG0016
 AG0016.The geoid height was determined by GEOID03.
 AG0016
 AG0016.The dynamic height is computed by dividing the NAVD 88
 AG0016.geopotential number by the normal gravity value computed on the
 AG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0016.degrees latitude (g = 980.6199 gals.).
 AG0016
 AG0016.The modeled gravity was interpolated from observed gravity values.
 AG0016
 AG0016;                    North         East    Units  Estimated Accuracy
 AG0016;SPC FL W     -   385,000.      133,030.      MT  (+/- 180 meters Scaled)
 AG0016
 AG0016                          SUPERSEDED SURVEY CONTROL
 AG0016
 AG0016  NGVD 29 (??/??/92)   15.606  (m)           51.20   (f) ADJ UNCH    2 2
 AG0016
 AG0016.Superseded values are not recommended for survey control.
 AG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0016.See file dsdata.txt to determine how the superseded data were derived.
 AG0016
 AG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345769(NAD 83)
 AG0016_MARKER: DD = SURVEY DISK
 AG0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0016_SP_SET: LANE DIVIDER
 AG0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0016+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 AG0016
 AG0016  HISTORY     - Date     Condition        Report By
 AG0016  HISTORY     - UNK      MONUMENTED       FL2730
 AG0016  HISTORY     - 1976     GOOD             FLDT
 AG0016  HISTORY     - 1977     GOOD             FL-103
 AG0016  HISTORY     - 19980416 GOOD             USPSQD
 AG0016  HISTORY     - 20030326 GOOD             USPSQD
 AG0016
 AG0016                          STATION DESCRIPTION
 AG0016
 AG0016'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0016'AT ST PETERSBURG.
 AG0016'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK
 AG0016'BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.45
 AG0016'MILE TO 38 AVE. N.  STATION ON LEFT, 62.5 FT. EAST OF THE
 AG0016'CENTERLINE OF U.S. HWY. 19, AT THE CENTERLINE OF 38 AVE. N.,
 AG0016'1.5 FEET EAST OF THE WEST END OF A 2 FOOT CONCRETE LANE DIVIDER.
 AG0016'SET IN THE TOP OF THE LANE DIVIDER.  SECTION 11, T 30, R 16.
 AG0016
 AG0016                          STATION RECOVERY (1977)
 AG0016
 AG0016'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0016'RECOVERED IN GOOD CONDITION.
 AG0016
 AG0016                          STATION RECOVERY (1998)
 AG0016
 AG0016'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0016'RECOVERED IN GOOD CONDITION.
 AG0016
 AG0016                          STATION RECOVERY (2003)
 AG0016
 AG0016'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0020 ***********************************************************************
 AL0020  DESIGNATION -  142 FLHD
 AL0020  PID         -  AL0020
 AL0020  STATE/COUNTY-  FL/PINELLAS
 AL0020  USGS QUAD   -  OLDSMAR (1987)
 AL0020
 AL0020                         *CURRENT SURVEY CONTROL
 AL0020  ___________________________________________________________________
 AL0020* NAD 83(1986)-  28 02 31.     (N)    082 40 17.     (W)     SCALED    
 AL0020* NAVD 88     -         2.996  (meters)       9.83   (feet)  ADJUSTED  
 AL0020  ___________________________________________________________________
 AL0020  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0020  DYNAMIC HT  -           2.992 (meters)       9.82  (feet)  COMP
 AL0020  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL0020
 AL0020  VERT ORDER  -  SECOND    CLASS II
 AL0020
 AL0020.The horizontal coordinates were scaled from a topographic map and have
 AL0020.an estimated accuracy of +/- 6 seconds.
 AL0020
 AL0020.The orthometric height was determined by differential leveling
 AL0020.and adjusted by the National Geodetic Survey in June 1991..
 AL0020
 AL0020.The geoid height was determined by GEOID03.
 AL0020
 AL0020.The dynamic height is computed by dividing the NAVD 88
 AL0020.geopotential number by the normal gravity value computed on the
 AL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0020.degrees latitude (g = 980.6199 gals.).
 AL0020
 AL0020.The modeled gravity was interpolated from observed gravity values.
 AL0020
 AL0020;                    North         East    Units  Estimated Accuracy
 AL0020;SPC FL W     -   411,040.      133,990.      MT  (+/- 180 meters Scaled)
 AL0020
 AL0020                          SUPERSEDED SURVEY CONTROL
 AL0020
 AL0020  NGVD 29 (??/??/92)    3.253  (m)           10.67   (f) ADJ UNCH    2 2
 AL0020
 AL0020.Superseded values are not recommended for survey control.
 AL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0020.See file dsdata.txt to determine how the superseded data were derived.
 AL0020
 AL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM357029(NAD 83)
 AL0020_MARKER: DD = SURVEY DISK
 AL0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0020_SP_SET: HEADWALL
 AL0020_STAMPING: 142
 AL0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0020
 AL0020  HISTORY     - Date     Condition        Report By
 AL0020  HISTORY     - UNK      MONUMENTED       FLHD
 AL0020  HISTORY     - 1975     GOOD             FLDT
 AL0020
 AL0020                          STATION DESCRIPTION
 AL0020
 AL0020'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0020'AT OLDSMAR.
 AL0020'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0020'AND S.R. 584, RUN EASTERLY ON S.R. 584 FOR 1.6 MILE.  STATION ON
 AL0020'RIGHT, 28.3 FT. SOUTH OF THE CENTERLINE OF S.R. 584, 74.5 FT.
 AL0020'EAST OF A POWER POLE, NO NUMBER.  SET IN THE TOP OF A CONCRETE
 AL0020'HEADWALL.  SECTION 23, T 28S, R 16E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1248 ***********************************************************************
 AD1248  DESIGNATION -  14.25
 AD1248  PID         -  AD1248
 AD1248  STATE/COUNTY-  FL/COLLIER
 AD1248  USGS QUAD   -  NAPLES NORTH (1987)
 AD1248
 AD1248                         *CURRENT SURVEY CONTROL
 AD1248  ___________________________________________________________________
 AD1248* NAD 83(1986)-  26 08 24.     (N)    081 47 13.     (W)     SCALED    
 AD1248* NAVD 88     -         3.995  (meters)      13.11   (feet)  ADJUSTED  
 AD1248  ___________________________________________________________________
 AD1248  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AD1248  DYNAMIC HT  -           3.989 (meters)      13.09  (feet)  COMP
 AD1248  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AD1248
 AD1248  VERT ORDER  -  FIRST     CLASS I
 AD1248
 AD1248.The horizontal coordinates were scaled from a topographic map and have
 AD1248.an estimated accuracy of +/- 6 seconds.
 AD1248
 AD1248.The orthometric height was determined by differential leveling
 AD1248.and adjusted by the National Geodetic Survey in September 1992..
 AD1248
 AD1248.The geoid height was determined by GEOID03.
 AD1248
 AD1248.The dynamic height is computed by dividing the NAVD 88
 AD1248.geopotential number by the normal gravity value computed on the
 AD1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1248.degrees latitude (g = 980.6199 gals.).
 AD1248
 AD1248.The modeled gravity was interpolated from observed gravity values.
 AD1248
 AD1248;                    North         East    Units  Estimated Accuracy
 AD1248;SPC FL E     -   200,360.      121,310.      MT  (+/- 180 meters Scaled)
 AD1248
 AD1248                          SUPERSEDED SURVEY CONTROL
 AD1248
 AD1248  NAVD 88 (06/15/91)    4.002  (m)           13.13   (f) UNKNOWN     1 1
 AD1248  NGVD 29 (09/01/92)    4.384  (m)           14.38   (f) ADJUSTED    1 1
 AD1248
 AD1248.Superseded values are not recommended for survey control.
 AD1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1248.See file dsdata.txt to determine how the superseded data were derived.
 AD1248
 AD1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ213914(NAD 83)
 AD1248_MARKER: DD = SURVEY DISK
 AD1248_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1248_SP_SET: ABUTMENT
 AD1248_STAMPING: 14.25
 AD1248_MARK LOGO: FLHD  
 AD1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1248+STABILITY: SURFACE MOTION
 AD1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1248+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD1248
 AD1248  HISTORY     - Date     Condition        Report By
 AD1248  HISTORY     - UNK      MONUMENTED       FLHD
 AD1248  HISTORY     - 1966     GOOD             NGS
 AD1248  HISTORY     - 1986     GOOD             USPSQD
 AD1248  HISTORY     - 1987     GOOD             USPSQD
 AD1248  HISTORY     - 1988     GOOD             USPSQD
 AD1248  HISTORY     - 1989     GOOD             USPSQD
 AD1248  HISTORY     - 1990     GOOD             USPSQD
 AD1248  HISTORY     - 19920301 GOOD             NGS
 AD1248
 AD1248                          STATION DESCRIPTION
 AD1248
 AD1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1248'AT NAPLES.
 AD1248'AT NAPLES, ABOUT 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1248'THE COURTHOUSE, AT THE NORTHWEST END OF THE SOUTHEAST ONE OF
 AD1248'TWO BRIDGES OVER GORDON RIVER, AT THE SOUTHWEST CORNER OF THE
 AD1248'BRIDGE, 5.5 FEET SOUTHWEST OF THE SOUTHWEST CURB, IN TOP OF THE
 AD1248'CONCRETE END POST, 312 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 AD1248'BENCH MARK 14.30 (S.R.D.) DESCRIBED, AND 3.2 FEET ABOVE THE LEVEL
 AD1248'OF THE SIDEWALK.
 AD1248
 AD1248                          STATION RECOVERY (1986)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1986 (HEA)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1987)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1988)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1989)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1990)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1992)
 AD1248
 AD1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1248'0.5 KM (0.30 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1248'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF
 AD1248'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE BRIDGE RAIL OF THE
 AD1248'NORTHWEST ABUTMENT OF BRIDGE NUMBER 030014, 7.1 M (23.3 FT) SOUTHWEST
 AD1248'OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6
 AD1248'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS PART OF
 AD1248'THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2700 ***********************************************************************
 AD2700  DESIGNATION -  14.264
 AD2700  PID         -  AD2700
 AD2700  STATE/COUNTY-  FL/PALM BEACH
 AD2700  USGS QUAD   -  DELRAY BEACH (1983)
 AD2700
 AD2700                         *CURRENT SURVEY CONTROL
 AD2700  ___________________________________________________________________
 AD2700* NAD 83(1986)-  26 27 42.     (N)    080 03 49.     (W)     SCALED    
 AD2700* NAVD 88     -         3.879  (meters)      12.73   (feet)  ADJUSTED  
 AD2700  ___________________________________________________________________
 AD2700  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AD2700  DYNAMIC HT  -           3.873 (meters)      12.71  (feet)  COMP
 AD2700  MODELED GRAV-     979,094.2   (mgal)                       NAVD 88
 AD2700
 AD2700  VERT ORDER  -  FIRST     CLASS I
 AD2700
 AD2700.The horizontal coordinates were scaled from a topographic map and have
 AD2700.an estimated accuracy of +/- 6 seconds.
 AD2700
 AD2700.The orthometric height was determined by differential leveling
 AD2700.and adjusted by the National Geodetic Survey in June 1991..
 AD2700
 AD2700.The geoid height was determined by GEOID03.
 AD2700
 AD2700.The dynamic height is computed by dividing the NAVD 88
 AD2700.geopotential number by the normal gravity value computed on the
 AD2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2700.degrees latitude (g = 980.6199 gals.).
 AD2700
 AD2700.The modeled gravity was interpolated from observed gravity values.
 AD2700
 AD2700;                    North         East    Units  Estimated Accuracy
 AD2700;SPC FL E     -   236,100.      293,380.      MT  (+/- 180 meters Scaled)
 AD2700
 AD2700                          SUPERSEDED SURVEY CONTROL
 AD2700
 AD2700  NGVD 29 (09/01/92)    4.352  (m)           14.28   (f) ADJUSTED    1 1
 AD2700
 AD2700.Superseded values are not recommended for survey control.
 AD2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2700.See file dsdata.txt to determine how the superseded data were derived.
 AD2700
 AD2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK933271(NAD 83)
 AD2700_MARKER: DD = SURVEY DISK
 AD2700_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2700_SP_SET: ABUTMENT
 AD2700_STAMPING: 14.264
 AD2700_MARK LOGO: FLHD  
 AD2700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2700+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 AD2700
 AD2700  HISTORY     - Date     Condition        Report By
 AD2700  HISTORY     - UNK      MONUMENTED       FLHD
 AD2700  HISTORY     - 1965     GOOD             NGS
 AD2700  HISTORY     - 1973     GOOD             NGS
 AD2700  HISTORY     - 1987     GOOD             USPSQD
 AD2700  HISTORY     - 1987     GOOD             USPSQD
 AD2700  HISTORY     - 1989     GOOD             USPSQD
 AD2700  HISTORY     - 1990     GOOD             USPSQD
 AD2700  HISTORY     - 1990     GOOD             USPSQD
 AD2700  HISTORY     - 19910110 GOOD             NGS
 AD2700  HISTORY     - 20000914 GOOD             USPSQD
 AD2700  HISTORY     - 20031227 GOOD             USPSQD
 AD2700  HISTORY     - 20050107 GOOD             USPSQD
 AD2700
 AD2700                          STATION DESCRIPTION
 AD2700
 AD2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2700'AT DELRAY BEACH.
 AD2700'AT DELRAY BEACH, ABOUT 0.45 MILE EAST ALONG EAST ATLANTIC AVENUE
 AD2700'FROM THE CROSSING OF THE FLORIDA EAST COAST RAILWAY AT DELRAY
 AD2700'BEACH, IN SECTION 16, R 43 E, T 46 S, SET ON THE TOP OF THE
 AD2700'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE DRAWBRIDGE OVER
 AD2700'THE INTRACOASTAL WATERWAY, 8.7 FEET NORTH OF THE NORTH CURB OF
 AD2700'THE BRIDGE AND ABOUT LEVEL WITH THE SIDEWALK.
 AD2700
 AD2700                          STATION RECOVERY (1973)
 AD2700
 AD2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1987)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1987)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1989)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1990)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1990)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1991)
 AD2700
 AD2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2700'0.3 KM (0.2 MI) EASTERLY ALONG EAST ATLANTIC BOULEVARD (STATE HIGHWAY
 AD2700'806) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S. HIGHWAY 1)
 AD2700'IN DELRAY BEACH, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END
 AD2700'OF THE EAST CONCRETE ABUTMENT OF THE BOULEVARD BRIDGE SPANNING THE
 AD2700'INTRACOASTAL WATERWAY, 8.6 M (28.2 FT) NORTH OF THE BOULEVARD
 AD2700'CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 AD2700
 AD2700                          STATION RECOVERY (2000)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (2003)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (2005)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7844 ***********************************************************************
 AG7844  DESIGNATION -  14.29
 AG7844  PID         -  AG7844
 AG7844  STATE/COUNTY-  FL/SARASOTA
 AG7844  USGS QUAD   -  VENICE (1987)
 AG7844
 AG7844                         *CURRENT SURVEY CONTROL
 AG7844  ___________________________________________________________________
 AG7844* NAD 83(1986)-  27 01 39.     (N)    082 23 50.     (W)     SCALED    
 AG7844* NAVD 88     -         3.989  (meters)      13.09   (feet)  ADJUSTED  
 AG7844  ___________________________________________________________________
 AG7844  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AG7844  DYNAMIC HT  -           3.983 (meters)      13.07  (feet)  COMP
 AG7844  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 AG7844
 AG7844  VERT ORDER  -  SECOND    CLASS I
 AG7844
 AG7844.The horizontal coordinates were scaled from a topographic map and have
 AG7844.an estimated accuracy of +/- 6 seconds.
 AG7844
 AG7844.The orthometric height was determined by differential leveling
 AG7844.and adjusted by the National Geodetic Survey in June 1991..
 AG7844
 AG7844.The geoid height was determined by GEOID03.
 AG7844
 AG7844.The dynamic height is computed by dividing the NAVD 88
 AG7844.geopotential number by the normal gravity value computed on the
 AG7844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7844.degrees latitude (g = 980.6199 gals.).
 AG7844
 AG7844.The modeled gravity was interpolated from observed gravity values.
 AG7844
 AG7844;                    North         East    Units  Estimated Accuracy
 AG7844;SPC FL W     -   298,510.      160,590.      MT  (+/- 180 meters Scaled)
 AG7844
 AG7844                          SUPERSEDED SURVEY CONTROL
 AG7844
 AG7844.No superseded survey control is available for this station.
 AG7844
 AG7844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK614902(NAD 83)
 AG7844_MARKER: DD = SURVEY DISK
 AG7844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7844_SP_SET: CONCRETE CULVERT HEADWALL
 AG7844_STAMPING: 14.29
 AG7844_MARK LOGO: FLDT  
 AG7844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7844+STABILITY: SURFACE MOTION
 AG7844
 AG7844  HISTORY     - Date     Condition        Report By
 AG7844  HISTORY     - UNK      MONUMENTED       FLDT
 AG7844  HISTORY     - 1984     GOOD             FLDNR
 AG7844  HISTORY     - 20030110 MARK NOT FOUND   FL-115
 AG7844
 AG7844                          STATION DESCRIPTION
 AG7844
 AG7844'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7844'5.25 MI SE FROM VENICE.
 AG7844'BEGIN AT THE JUNCTION OF STATE ROAD 775 WITH U.S. HIGHWAY 41, GO 1.7
 AG7844'MILES SOUTH ON STATE ROAD 775 TO THE MARK.  THE MARK BEARS 27.75 FEET
 AG7844'EAST-NORTHEAST OF THE CENTERLINE OF STATE ROAD 775, 1.7 FEET
 AG7844'NORTH-NORTHWEST OF THE SOUTH END OF THE HEADWALL, 29.25 FEET
 AG7844'WEST-SOUTHWEST OF THE CENTER OF A BOX DRAIN, AND 1 FOOT EAST-NORTHEAST
 AG7844'OF A WITNESS POST.
 AG7844'THE MARK IS 3 FT BELOW CENTERLINE OF ROAD.
 AG7844
 AG7844                          STATION RECOVERY (2003)
 AG7844
 AG7844'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0021 ***********************************************************************
 AL0021  DESIGNATION -  143 FLHD
 AL0021  PID         -  AL0021
 AL0021  STATE/COUNTY-  FL/PINELLAS
 AL0021  USGS QUAD   -  OLDSMAR (1987)
 AL0021
 AL0021                         *CURRENT SURVEY CONTROL
 AL0021  ___________________________________________________________________
 AL0021* NAD 83(1986)-  28 02 11.     (N)    082 39 23.     (W)     SCALED    
 AL0021* NAVD 88     -         2.694  (meters)       8.84   (feet)  ADJUSTED  
 AL0021  ___________________________________________________________________
 AL0021  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0021  DYNAMIC HT  -           2.690 (meters)       8.83  (feet)  COMP
 AL0021  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL0021
 AL0021  VERT ORDER  -  SECOND    CLASS II
 AL0021
 AL0021.The horizontal coordinates were scaled from a topographic map and have
 AL0021.an estimated accuracy of +/- 6 seconds.
 AL0021
 AL0021.The orthometric height was determined by differential leveling
 AL0021.and adjusted by the National Geodetic Survey in June 1991..
 AL0021
 AL0021.The geoid height was determined by GEOID03.
 AL0021
 AL0021.The dynamic height is computed by dividing the NAVD 88
 AL0021.geopotential number by the normal gravity value computed on the
 AL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0021.degrees latitude (g = 980.6199 gals.).
 AL0021
 AL0021.The modeled gravity was interpolated from observed gravity values.
 AL0021
 AL0021;                    North         East    Units  Estimated Accuracy
 AL0021;SPC FL W     -   410,420.      135,460.      MT  (+/- 180 meters Scaled)
 AL0021
 AL0021                          SUPERSEDED SURVEY CONTROL
 AL0021
 AL0021  NGVD 29 (??/??/92)    2.950  (m)            9.68   (f) ADJ UNCH    2 2
 AL0021
 AL0021.Superseded values are not recommended for survey control.
 AL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0021.See file dsdata.txt to determine how the superseded data were derived.
 AL0021
 AL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM371023(NAD 83)
 AL0021_MARKER: DD = SURVEY DISK
 AL0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0021_SP_SET: HEADWALL
 AL0021_STAMPING: 143
 AL0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0021
 AL0021  HISTORY     - Date     Condition        Report By
 AL0021  HISTORY     - UNK      MONUMENTED       FLHD
 AL0021  HISTORY     - 1975     GOOD             FLDT
 AL0021  HISTORY     - 1978     GOOD             FL-103
 AL0021
 AL0021                          STATION DESCRIPTION
 AL0021
 AL0021'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0021'AT OLDSMAR.
 AL0021'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0021'AND S.R. 584, RUN EASTERLY ON S.R. 584 FOR 2.45 MILE.  STATION
 AL0021'ON RIGHT, 22.7 FT. SOUTH OF THE CENTERLINE OF S.R. 584, 94.5 FT.
 AL0021'NW OF A POWER POLE, NO NUMBER.  SET IN THE TOP OF A CONCRETE
 AL0021'HEADWALL.  SECTION 24, T 28S, R 16E
 AL0021
 AL0021                          STATION RECOVERY (1978)
 AL0021
 AL0021'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AL0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1247 ***********************************************************************
 AD1247  DESIGNATION -  14.30
 AD1247  PID         -  AD1247
 AD1247  STATE/COUNTY-  FL/COLLIER
 AD1247  USGS QUAD   -  NAPLES NORTH (1987)
 AD1247
 AD1247                         *CURRENT SURVEY CONTROL
 AD1247  ___________________________________________________________________
 AD1247* NAD 83(1986)-  26 08 23.     (N)    081 47 11.     (W)     SCALED    
 AD1247* NAVD 88     -         4.021  (meters)      13.19   (feet)  ADJUSTED  
 AD1247  ___________________________________________________________________
 AD1247  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AD1247  DYNAMIC HT  -           4.015 (meters)      13.17  (feet)  COMP
 AD1247  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AD1247
 AD1247  VERT ORDER  -  FIRST     CLASS I
 AD1247
 AD1247.The horizontal coordinates were scaled from a topographic map and have
 AD1247.an estimated accuracy of +/- 6 seconds.
 AD1247
 AD1247.The orthometric height was determined by differential leveling
 AD1247.and adjusted by the National Geodetic Survey in September 1992..
 AD1247
 AD1247.The geoid height was determined by GEOID03.
 AD1247
 AD1247.The dynamic height is computed by dividing the NAVD 88
 AD1247.geopotential number by the normal gravity value computed on the
 AD1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1247.degrees latitude (g = 980.6199 gals.).
 AD1247
 AD1247.The modeled gravity was interpolated from observed gravity values.
 AD1247
 AD1247;                    North         East    Units  Estimated Accuracy
 AD1247;SPC FL E     -   200,330.      121,370.      MT  (+/- 180 meters Scaled)
 AD1247
 AD1247                          SUPERSEDED SURVEY CONTROL
 AD1247
 AD1247  NAVD 88 (06/15/91)    4.025  (m)           13.21   (f) UNKNOWN     1 1
 AD1247  NGVD 29 (09/01/92)    4.410  (m)           14.47   (f) ADJUSTED    1 1
 AD1247
 AD1247.Superseded values are not recommended for survey control.
 AD1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1247.See file dsdata.txt to determine how the superseded data were derived.
 AD1247
 AD1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ213913(NAD 83)
 AD1247_MARKER: DD = SURVEY DISK
 AD1247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1247_SP_SET: ABUTMENT
 AD1247_STAMPING: 14.30
 AD1247_MARK LOGO: FLHD  
 AD1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1247+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD1247
 AD1247  HISTORY     - Date     Condition        Report By
 AD1247  HISTORY     - UNK      MONUMENTED       FLHD
 AD1247  HISTORY     - 1966     GOOD             NGS
 AD1247  HISTORY     - 1987     GOOD             USPSQD
 AD1247  HISTORY     - 1988     GOOD             USPSQD
 AD1247  HISTORY     - 1989     GOOD             USPSQD
 AD1247  HISTORY     - 1990     GOOD             USPSQD
 AD1247  HISTORY     - 19920301 GOOD             NGS
 AD1247
 AD1247                          STATION DESCRIPTION
 AD1247
 AD1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1247'AT NAPLES.
 AD1247'AT NAPLES, ABOUT 1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1247'THE COURTHOUSE, AT THE SOUTHEAST ONE OF TWO HIGHWAY BRIDGES
 AD1247'OVER GORDON RIVER, AT THE NORTHEAST CORNER OF THE BRIDGE, 5 FEET
 AD1247'NORTHEAST OF THE NORTHEAST CURB, IN TOP OF THE CONCRETE END POST
 AD1247'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK FOR BRIDGE.
 AD1247
 AD1247                          STATION RECOVERY (1987)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1988)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1989)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1990)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1992)
 AD1247
 AD1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1247'0.4 KM (0.25 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1247'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF
 AD1247'THE NORTHWEST END OF THE NORTHEAST CONCRETE BRIDGE RAIL OF THE
 AD1247'SOUTHEAST ABUTMENT OF BRIDGE NUMBER 030014, 6.7 M (22.0 FT) NORTHEAST
 AD1247'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6
 AD1247'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS PART OF
 AD1247'THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2692 ***********************************************************************
 AD2692  DESIGNATION -  14.33
 AD2692  PID         -  AD2692
 AD2692  STATE/COUNTY-  FL/PALM BEACH
 AD2692  USGS QUAD   -  DELRAY BEACH (1983)
 AD2692
 AD2692                         *CURRENT SURVEY CONTROL
 AD2692  ___________________________________________________________________
 AD2692* NAD 83(1986)-  26 27 42.     (N)    080 03 51.     (W)     SCALED    
 AD2692* NAVD 88     -         3.896  (meters)      12.78   (feet)  ADJUSTED  
 AD2692  ___________________________________________________________________
 AD2692  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AD2692  DYNAMIC HT  -           3.890 (meters)      12.76  (feet)  COMP
 AD2692  MODELED GRAV-     979,094.2   (mgal)                       NAVD 88
 AD2692
 AD2692  VERT ORDER  -  FIRST     CLASS I
 AD2692
 AD2692.The horizontal coordinates were scaled from a topographic map and have
 AD2692.an estimated accuracy of +/- 6 seconds.
 AD2692
 AD2692.The orthometric height was determined by differential leveling
 AD2692.and adjusted by the National Geodetic Survey in June 1991..
 AD2692
 AD2692.The geoid height was determined by GEOID03.
 AD2692
 AD2692.The dynamic height is computed by dividing the NAVD 88
 AD2692.geopotential number by the normal gravity value computed on the
 AD2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2692.degrees latitude (g = 980.6199 gals.).
 AD2692
 AD2692.The modeled gravity was interpolated from observed gravity values.
 AD2692
 AD2692;                    North         East    Units  Estimated Accuracy
 AD2692;SPC FL E     -   236,100.      293,320.      MT  (+/- 180 meters Scaled)
 AD2692
 AD2692                          SUPERSEDED SURVEY CONTROL
 AD2692
 AD2692  NGVD 29 (??/??/92)    4.368  (m)           14.33   (f) ADJ UNCH    1 1
 AD2692
 AD2692.Superseded values are not recommended for survey control.
 AD2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2692.See file dsdata.txt to determine how the superseded data were derived.
 AD2692
 AD2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK932271(NAD 83)
 AD2692_MARKER: DD = SURVEY DISK
 AD2692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2692_SP_SET: ABUTMENT
 AD2692_STAMPING: 14.33
 AD2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2692+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 AD2692
 AD2692  HISTORY     - Date     Condition        Report By
 AD2692  HISTORY     - UNK      MONUMENTED       FLHD
 AD2692  HISTORY     - 1965     GOOD             NGS
 AD2692  HISTORY     - 1973     GOOD             NGS
 AD2692  HISTORY     - 1984     GOOD             USPSQD
 AD2692  HISTORY     - 1987     GOOD             USPSQD
 AD2692  HISTORY     - 1987     GOOD             USPSQD
 AD2692  HISTORY     - 1987     GOOD             USPSQD
 AD2692  HISTORY     - 1988     GOOD             USPSQD
 AD2692  HISTORY     - 1988     GOOD             USPSQD
 AD2692  HISTORY     - 1989     GOOD             USPSQD
 AD2692  HISTORY     - 1989     GOOD             USPSQD
 AD2692  HISTORY     - 1989     GOOD             USPSQD
 AD2692  HISTORY     - 1990     GOOD             USPSQD
 AD2692  HISTORY     - 20000914 GOOD             USPSQD
 AD2692  HISTORY     - 20031227 GOOD             USPSQD
 AD2692  HISTORY     - 20050107 MARK NOT FOUND   USPSQD
 AD2692
 AD2692                          STATION DESCRIPTION
 AD2692
 AD2692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2692'AT DELRAY BEACH.
 AD2692'AT DELRAY BEACH, IN SECTION 16, R 35 E, T 46 S, ABOUT 0.4
 AD2692'MILE EAST ALONG EAST ATLANTIC AVENUE FROM THE CROSSING OF THE
 AD2692'FLORIDA EAST COAST RAILWAY AT DELRAY BEACH, SET ON THE TOP OF THE
 AD2692'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE DRAWBRIDGE OVER
 AD2692'THE INTRACOASTAL WATERWAY, 8.8 FEET SOUTH OF THE SOUTH CURB
 AD2692'OF THE BRIDGE AND ABOUT LEVEL WITH THE BRIDGE SIDEWALK.
 AD2692
 AD2692                          STATION RECOVERY (1973)
 AD2692
 AD2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1984)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1987)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1987)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1987)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTN)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1988)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1988)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1988 (YH)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1989)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1989)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1989)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1989 (JTE)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1990)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (2000)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (2003)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (2005)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3056 ***********************************************************************
 AF3056  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3056  DESIGNATION -  14.33 IWS
 AF3056  PID         -  AF3056
 AF3056  STATE/COUNTY-  FL/MARTIN
 AF3056  USGS QUAD   -  HOBE SOUND (1983)
 AF3056
 AF3056                         *CURRENT SURVEY CONTROL
 AF3056  ___________________________________________________________________
 AF3056* NAD 83(1986)-  27 03 50.     (N)    080 07 21.     (W)     SCALED    
 AF3056* NAVD 88     -         3.932  (meters)      12.90   (feet)  ADJUSTED  
 AF3056  ___________________________________________________________________
 AF3056  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF3056  DYNAMIC HT  -           3.925 (meters)      12.88  (feet)  COMP
 AF3056  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 AF3056
 AF3056  VERT ORDER  -  SECOND    CLASS 0
 AF3056
 AF3056.The horizontal coordinates were scaled from a topographic map and have
 AF3056.an estimated accuracy of +/- 6 seconds.
 AF3056
 AF3056.The orthometric height was determined by differential leveling
 AF3056.and adjusted by the National Geodetic Survey in June 1991..
 AF3056
 AF3056.This Tidal Bench Mark is designated as VM 5486
 AF3056.by the Center for Operational Oceanographic Products and Services.
 AF3056
 AF3056.The geoid height was determined by GEOID03.
 AF3056
 AF3056.The dynamic height is computed by dividing the NAVD 88
 AF3056.geopotential number by the normal gravity value computed on the
 AF3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3056.degrees latitude (g = 980.6199 gals.).
 AF3056
 AF3056.The modeled gravity was interpolated from observed gravity values.
 AF3056
 AF3056;                    North         East    Units  Estimated Accuracy
 AF3056;SPC FL E     -   302,790.      287,040.      MT  (+/- 180 meters Scaled)
 AF3056
 AF3056                          SUPERSEDED SURVEY CONTROL
 AF3056
 AF3056  NGVD 29 (09/01/92)    4.383  (m)           14.38   (f) ADJUSTED    2 0
 AF3056
 AF3056.Superseded values are not recommended for survey control.
 AF3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3056.See file dsdata.txt to determine how the superseded data were derived.
 AF3056
 AF3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3056_MARKER: DD = SURVEY DISK
 AF3056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3056_SP_SET: PIER
 AF3056_STAMPING: 14.33
 AF3056_MARK LOGO: USE   
 AF3056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3056
 AF3056  HISTORY     - Date     Condition        Report By
 AF3056  HISTORY     - UNK      MONUMENTED       USE
 AF3056  HISTORY     - 1970     GOOD             NGS
 AF3056  HISTORY     - 1972     GOOD             NGS
 AF3056  HISTORY     - 1980     GOOD             FLDNR
 AF3056  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3056
 AF3056                          STATION DESCRIPTION
 AF3056
 AF3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3056'0.6 MI E FROM HOBE SOUND.
 AF3056'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3056'OF STATE HIGHWAY A 1 A AT HOBE SOUND, SET ON THE TOP OF THE
 AF3056'SOUTHWEST CORNER OF THE WEST CONCRETE PIER OF THE HIGHWAY
 AF3056'BRIDGE OVER THE INTRACOASTAL WATERWAY, 4 FEET SOUTH OF THE SOUTH
 AF3056'CURB OF THE BRIDGE, 0.8 FOOT NORTH OF THE SOUTH END OF THE
 AF3056'PIER, 0.7 FOOT EAST OF THE WEST EDGE OF THE PIER, 0.7 FOOT WEST
 AF3056'OF BENCH MARK 14.53 (USE), AND ABOUT 1/2 FOOT ABOVE THE BRIDGE
 AF3056'FLOOR.
 AF3056
 AF3056                          STATION RECOVERY (1972)
 AF3056
 AF3056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3056'RECOVERED IN GOOD CONDITION.
 AF3056
 AF3056                          STATION RECOVERY (1980)
 AF3056
 AF3056'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3056'RECOVERED IN GOOD CONDITION.
 AF3056
 AF3056                          STATION RECOVERY (2003)
 AF3056
 AF3056'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0017 ***********************************************************************
 AG0017  DESIGNATION -  144 FLHD
 AG0017  PID         -  AG0017
 AG0017  STATE/COUNTY-  FL/PINELLAS
 AG0017  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0017
 AG0017                         *CURRENT SURVEY CONTROL
 AG0017  ___________________________________________________________________
 AG0017* NAD 83(1986)-  27 57 43.     (N)    082 41 05.     (W)     SCALED    
 AG0017* NAVD 88     -         1.323  (meters)       4.34   (feet)  ADJUSTED  
 AG0017  ___________________________________________________________________
 AG0017  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG0017  DYNAMIC HT  -           1.321 (meters)       4.33  (feet)  COMP
 AG0017  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AG0017
 AG0017  VERT ORDER  -  SECOND    CLASS II
 AG0017
 AG0017.The horizontal coordinates were scaled from a topographic map and have
 AG0017.an estimated accuracy of +/- 6 seconds.
 AG0017
 AG0017.The orthometric height was determined by differential leveling
 AG0017.and adjusted by the National Geodetic Survey in June 1991..
 AG0017
 AG0017.The geoid height was determined by GEOID03.
 AG0017
 AG0017.The dynamic height is computed by dividing the NAVD 88
 AG0017.geopotential number by the normal gravity value computed on the
 AG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0017.degrees latitude (g = 980.6199 gals.).
 AG0017
 AG0017.The modeled gravity was interpolated from observed gravity values.
 AG0017
 AG0017;                    North         East    Units  Estimated Accuracy
 AG0017;SPC FL W     -   402,180.      132,630.      MT  (+/- 180 meters Scaled)
 AG0017
 AG0017                          SUPERSEDED SURVEY CONTROL
 AG0017
 AG0017  NGVD 29 (??/??/92)    1.584  (m)            5.20   (f) ADJ UNCH    2 2
 AG0017
 AG0017.Superseded values are not recommended for survey control.
 AG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0017.See file dsdata.txt to determine how the superseded data were derived.
 AG0017
 AG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL342941(NAD 83)
 AG0017_MARKER: DD = SURVEY DISK
 AG0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0017_SP_SET: SEAWALL
 AG0017_STAMPING: 144
 AG0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0017
 AG0017  HISTORY     - Date     Condition        Report By
 AG0017  HISTORY     - UNK      MONUMENTED       FLHD
 AG0017  HISTORY     - 1975     GOOD             FLDT
 AG0017
 AG0017                          STATION DESCRIPTION
 AG0017
 AG0017'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0017'AT CLEARWATER.
 AG0017'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R. 60
 AG0017'(GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 6.85 MILES.
 AG0017'STATION ON RIGHT, 66.1 FT. SOUTH OF THE CENTERLINE OF S.R. 60.
 AG0017'SET IN TOP OF THE CONCRETE SEAWALL.  SECTION 15, T29S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0018 ***********************************************************************
 AG0018  DESIGNATION -  145 FLHD
 AG0018  PID         -  AG0018
 AG0018  STATE/COUNTY-  FL/PINELLAS
 AG0018  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0018
 AG0018                         *CURRENT SURVEY CONTROL
 AG0018  ___________________________________________________________________
 AG0018* NAD 83(1986)-  27 57 49.     (N)    082 40 47.     (W)     SCALED    
 AG0018* NAVD 88     -         5.091  (meters)      16.70   (feet)  ADJUSTED  
 AG0018  ___________________________________________________________________
 AG0018  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AG0018  DYNAMIC HT  -           5.084 (meters)      16.68  (feet)  COMP
 AG0018  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AG0018
 AG0018  VERT ORDER  -  SECOND    CLASS II
 AG0018
 AG0018.The horizontal coordinates were scaled from a topographic map and have
 AG0018.an estimated accuracy of +/- 6 seconds.
 AG0018
 AG0018.The orthometric height was determined by differential leveling
 AG0018.and adjusted by the National Geodetic Survey in June 1991..
 AG0018
 AG0018.The geoid height was determined by GEOID03.
 AG0018
 AG0018.The dynamic height is computed by dividing the NAVD 88
 AG0018.geopotential number by the normal gravity value computed on the
 AG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0018.degrees latitude (g = 980.6199 gals.).
 AG0018
 AG0018.The modeled gravity was interpolated from observed gravity values.
 AG0018
 AG0018;                    North         East    Units  Estimated Accuracy
 AG0018;SPC FL W     -   402,360.      133,120.      MT  (+/- 180 meters Scaled)
 AG0018
 AG0018                          SUPERSEDED SURVEY CONTROL
 AG0018
 AG0018  NGVD 29 (??/??/92)    5.353  (m)           17.56   (f) ADJ UNCH    2 2
 AG0018
 AG0018.Superseded values are not recommended for survey control.
 AG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0018.See file dsdata.txt to determine how the superseded data were derived.
 AG0018
 AG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL347943(NAD 83)
 AG0018_MARKER: DD = SURVEY DISK
 AG0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0018_SP_SET: HANDRAIL
 AG0018_STAMPING: 145
 AG0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0018
 AG0018  HISTORY     - Date     Condition        Report By
 AG0018  HISTORY     - UNK      MONUMENTED       FLHD
 AG0018  HISTORY     - 1975     GOOD             FLDT
 AG0018
 AG0018                          STATION DESCRIPTION
 AG0018
 AG0018'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0018'AT CLEARWATER.
 AG0018'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG0018'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 3.2 MILES.
 AG0018'STATION ON RIGHT, IN THE SW CORNER OF BRIDGE.  SET IN TOP OF
 AG0018'CONCRETE HANDRAIL.  SECTION 14, T29S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3057 ***********************************************************************
 AF3057  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3057  DESIGNATION -  14.53 IWS
 AF3057  PID         -  AF3057
 AF3057  STATE/COUNTY-  FL/MARTIN
 AF3057  USGS QUAD   -  HOBE SOUND (1983)
 AF3057
 AF3057                         *CURRENT SURVEY CONTROL
 AF3057  ___________________________________________________________________
 AF3057* NAD 83(1986)-  27 03 50.     (N)    080 07 20.     (W)     SCALED    
 AF3057* NAVD 88     -         3.931  (meters)      12.90   (feet)  ADJUSTED  
 AF3057  ___________________________________________________________________
 AF3057  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF3057  DYNAMIC HT  -           3.925 (meters)      12.88  (feet)  COMP
 AF3057  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 AF3057
 AF3057  VERT ORDER  -  SECOND    CLASS 0
 AF3057
 AF3057.The horizontal coordinates were scaled from a topographic map and have
 AF3057.an estimated accuracy of +/- 6 seconds.
 AF3057
 AF3057.The orthometric height was determined by differential leveling
 AF3057.and adjusted by the National Geodetic Survey in June 1991..
 AF3057
 AF3057.This Tidal Bench Mark is designated as VM 5487
 AF3057.by the Center for Operational Oceanographic Products and Services.
 AF3057
 AF3057.The geoid height was determined by GEOID03.
 AF3057
 AF3057.The dynamic height is computed by dividing the NAVD 88
 AF3057.geopotential number by the normal gravity value computed on the
 AF3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3057.degrees latitude (g = 980.6199 gals.).
 AF3057
 AF3057.The modeled gravity was interpolated from observed gravity values.
 AF3057
 AF3057;                    North         East    Units  Estimated Accuracy
 AF3057;SPC FL E     -   302,790.      287,070.      MT  (+/- 180 meters Scaled)
 AF3057
 AF3057                          SUPERSEDED SURVEY CONTROL
 AF3057
 AF3057  NGVD 29 (09/01/92)    4.382  (m)           14.38   (f) ADJUSTED    2 0
 AF3057
 AF3057.Superseded values are not recommended for survey control.
 AF3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3057.See file dsdata.txt to determine how the superseded data were derived.
 AF3057
 AF3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3057_MARKER: DD = SURVEY DISK
 AF3057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3057_SP_SET: PIER
 AF3057_STAMPING: 14.53 DH NO 1
 AF3057_MARK LOGO: USE   
 AF3057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3057
 AF3057  HISTORY     - Date     Condition        Report By
 AF3057  HISTORY     - UNK      MONUMENTED       USE
 AF3057  HISTORY     - 1970     GOOD             NGS
 AF3057  HISTORY     - 1972     GOOD             NGS
 AF3057  HISTORY     - 1980     GOOD             FLDNR
 AF3057  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3057
 AF3057                          STATION DESCRIPTION
 AF3057
 AF3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3057'0.6 MI E FROM HOBE SOUND.
 AF3057'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3057'OF STATE HIGHWAY A 1 A AT HOBE SOUND, SET IN THE TOP OF THE
 AF3057'SOUTHWEST CORNER OF THE WEST CONCRETE PIER UNDER THE HIGHWAY
 AF3057'BRIDGE OVER THE INTRACOASTAL WATERWAY, 4 FEET SOUTH OF THE SOUTH
 AF3057'CURB LINE OF THE BRIDGE, 1.4 FEET EAST OF THE WEST EDGE OF THE PIER,
 AF3057'0.8 FOOT NORTH OF THE SOUTH END OF THE PIER, 0.7 FOOT EAST
 AF3057'OF BENCH MARK 14.33 (USE), AND 1/2 FOOT ABOVE THE LEVEL OF THE
 AF3057'HIGHWAY.
 AF3057
 AF3057                          STATION RECOVERY (1972)
 AF3057
 AF3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3057'RECOVERED IN GOOD CONDITION.
 AF3057
 AF3057                          STATION RECOVERY (1980)
 AF3057
 AF3057'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3057'RECOVERED IN GOOD CONDITION.
 AF3057
 AF3057                          STATION RECOVERY (2003)
 AF3057
 AF3057'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7640 ***********************************************************************
 AI7640  DESIGNATION -  1458 15
 AI7640  PID         -  AI7640
 AI7640  STATE/COUNTY-  FL/MARION
 AI7640  USGS QUAD   -  MCINTOSH (1984)
 AI7640
 AI7640                         *CURRENT SURVEY CONTROL
 AI7640  ___________________________________________________________________
 AI7640* NAD 83(1986)-  29 25 39.     (N)    082 13 08.     (W)     SCALED    
 AI7640* NAVD 88     -        24.583  (meters)      80.65   (feet)  ADJUSTED  
 AI7640  ___________________________________________________________________
 AI7640  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AI7640  DYNAMIC HT  -          24.549 (meters)      80.54  (feet)  COMP
 AI7640  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AI7640
 AI7640  VERT ORDER  -  SECOND    CLASS I
 AI7640
 AI7640.The horizontal coordinates were scaled from a topographic map and have
 AI7640.an estimated accuracy of +/- 6 seconds.
 AI7640
 AI7640.The orthometric height was determined by differential leveling
 AI7640.and adjusted by the National Geodetic Survey in January 2001..
 AI7640
 AI7640.The geoid height was determined by GEOID03.
 AI7640
 AI7640.The dynamic height is computed by dividing the NAVD 88
 AI7640.geopotential number by the normal gravity value computed on the
 AI7640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7640.degrees latitude (g = 980.6199 gals.).
 AI7640
 AI7640.The modeled gravity was interpolated from observed gravity values.
 AI7640
 AI7640;                    North         East    Units  Estimated Accuracy
 AI7640;SPC FL W     -   564,430.      178,760.      MT  (+/- 180 meters Scaled)
 AI7640
 AI7640                          SUPERSEDED SURVEY CONTROL
 AI7640
 AI7640.No superseded survey control is available for this station.
 AI7640
 AI7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN817559(NAD 83)
 AI7640_MARKER: DD = SURVEY DISK
 AI7640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7640_SP_SET: HEADWALL
 AI7640_STAMPING: BM 1458-15
 AI7640_MARK LOGO: SJRWMD
 AI7640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7640+STABILITY: SURFACE MOTION
 AI7640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7640+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7640
 AI7640  HISTORY     - Date     Condition        Report By
 AI7640  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7640  HISTORY     - 19980604 GOOD             FLDEP
 AI7640
 AI7640                          STATION DESCRIPTION
 AI7640
 AI7640'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7640'THE MARK IS ON THE SOUTHWEST SIDE OF ORANGE LAKE, ABOUT 6.5 MI (10.5
 AI7640'KM) NORTHWEST OF CITRA, 1.55 MI (2.49 KM) SOUTH OF MCINTOSH IN SECTION
 AI7640'21, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE
 AI7640'JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S. HIGHWAY 441 (9TH
 AI7640'STREET) IN MCINTOSH, GO SOUTH ON U.S. HIGHWAY 441 FOR 1.55 MI (2.49
 AI7640'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE HEADWALL
 AI7640'FLUSH WITH THE GROUND AND LEVEL WITH NORTHWEST 191 PLACE. LOCATED 80.0
 AI7640'FT (24.4 M) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AI7640'U.S. HIGHWAY 441 AND 35.0 FT (10.7 M) NORTH OF THE CENTERLINE OF
 AI7640'NORTHWEST 191 PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0019 ***********************************************************************
 AG0019  DESIGNATION -  146 FLHD
 AG0019  PID         -  AG0019
 AG0019  STATE/COUNTY-  FL/PINELLAS
 AG0019  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0019
 AG0019                         *CURRENT SURVEY CONTROL
 AG0019  ___________________________________________________________________
 AG0019* NAD 83(1986)-  27 57 49.     (N)    082 40 41.     (W)     SCALED    
 AG0019* NAVD 88     -         5.093  (meters)      16.71   (feet)  ADJUSTED  
 AG0019  ___________________________________________________________________
 AG0019  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG0019  DYNAMIC HT  -           5.085 (meters)      16.68  (feet)  COMP
 AG0019  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AG0019
 AG0019  VERT ORDER  -  SECOND    CLASS II
 AG0019
 AG0019.The horizontal coordinates were scaled from a topographic map and have
 AG0019.an estimated accuracy of +/- 6 seconds.
 AG0019
 AG0019.The orthometric height was determined by differential leveling
 AG0019.and adjusted by the National Geodetic Survey in June 1991..
 AG0019
 AG0019.The geoid height was determined by GEOID03.
 AG0019
 AG0019.The dynamic height is computed by dividing the NAVD 88
 AG0019.geopotential number by the normal gravity value computed on the
 AG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0019.degrees latitude (g = 980.6199 gals.).
 AG0019
 AG0019.The modeled gravity was interpolated from observed gravity values.
 AG0019
 AG0019;                    North         East    Units  Estimated Accuracy
 AG0019;SPC FL W     -   402,360.      133,290.      MT  (+/- 180 meters Scaled)
 AG0019
 AG0019                          SUPERSEDED SURVEY CONTROL
 AG0019
 AG0019  NGVD 29 (??/??/92)    5.354  (m)           17.57   (f) ADJ UNCH    2 2
 AG0019
 AG0019.Superseded values are not recommended for survey control.
 AG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0019.See file dsdata.txt to determine how the superseded data were derived.
 AG0019
 AG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL349943(NAD 83)
 AG0019_MARKER: DD = SURVEY DISK
 AG0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0019_SP_SET: HANDRAIL
 AG0019_STAMPING: 146
 AG0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0019
 AG0019  HISTORY     - Date     Condition        Report By
 AG0019  HISTORY     - UNK      MONUMENTED       FLHD
 AG0019  HISTORY     - 1975     GOOD             FLDT
 AG0019
 AG0019                          STATION DESCRIPTION
 AG0019
 AG0019'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0019'AT CLEARWATER.
 AG0019'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R. 60
 AG0019'(GULF TO BAY BLVD.).  RUN EASTERLY ON S.R. 60 FOR 3.3 MILES.
 AG0019'STATION ON LEFT, IN THE NE CORNER OF BRIDGE.  SET IN TOP OF
 AG0019'CONCRETE HANDRAIL.  SECTION 14, T29S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0013 ***********************************************************************
 AR0013  DESIGNATION -  146 PTS 73
 AR0013  PID         -  AR0013
 AR0013  STATE/COUNTY-  FL/BRADFORD
 AR0013  USGS QUAD   -  BROOKER (1993)
 AR0013
 AR0013                         *CURRENT SURVEY CONTROL
 AR0013  ___________________________________________________________________
 AR0013* NAD 83(1986)-  29 57 47.     (N)    082 15 55.     (W)     SCALED    
 AR0013* NAVD 88     -        43.863  (meters)     143.91   (feet)  ADJUSTED  
 AR0013  ___________________________________________________________________
 AR0013  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AR0013  DYNAMIC HT  -          43.805 (meters)     143.72  (feet)  COMP
 AR0013  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 AR0013
 AR0013  VERT ORDER  -  SECOND    CLASS 0
 AR0013
 AR0013.The horizontal coordinates were scaled from a topographic map and have
 AR0013.an estimated accuracy of +/- 6 seconds.
 AR0013
 AR0013.The orthometric height was determined by differential leveling
 AR0013.and adjusted by the National Geodetic Survey in June 1991..
 AR0013
 AR0013.The geoid height was determined by GEOID03.
 AR0013
 AR0013.The dynamic height is computed by dividing the NAVD 88
 AR0013.geopotential number by the normal gravity value computed on the
 AR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0013.degrees latitude (g = 980.6199 gals.).
 AR0013
 AR0013.The modeled gravity was interpolated from observed gravity values.
 AR0013
 AR0013;                    North         East    Units  Estimated Accuracy
 AR0013;SPC FL N     -   108,870.      815,680.      MT  (+/- 180 meters Scaled)
 AR0013
 AR0013                          SUPERSEDED SURVEY CONTROL
 AR0013
 AR0013  NGVD 29 (??/??/92)   44.126  (m)          144.77   (f) ADJ UNCH    2 0
 AR0013
 AR0013.Superseded values are not recommended for survey control.
 AR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0013.See file dsdata.txt to determine how the superseded data were derived.
 AR0013
 AR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP779153(NAD 83)
 AR0013_MARKER: Z = SEE DESCRIPTION
 AR0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AR0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AR0013_STAMPING: 146 PRIM TRAV STA NO 73
 AR0013_PROJECTION: PROJECTING 25 CENTIMETERS
 AR0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0013
 AR0013  HISTORY     - Date     Condition        Report By
 AR0013  HISTORY     - UNK      MONUMENTED       USGS
 AR0013  HISTORY     - 1934     GOOD             NGS
 AR0013  HISTORY     - 1954     MARK NOT FOUND   CGS
 AR0013
 AR0013                          STATION DESCRIPTION
 AR0013
 AR0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AR0013'AT NEW RIVER.
 AR0013'6.1 MI. S.E. OF LAKE BUTLER U.S. GEOLOGICAL SURVEY BENCH MARK
 AR0013'IS LOCATED 200 FT. SOUTH OF THE GEORGIA SOUTHERN AND FLORIDA
 AR0013'RWY.  200 FT. SOUTHEAST OF SOUTHEAST CORNER OF RAILROAD STATION.
 AR0013'21 FT. WEST OF CENTERLINE OF DIRT ROAD THAT CROSSES TRACK.
 AR0013'IRON POST 10 IN HIGH.  NOTE-- THE DIRT ROAD IS NOW BLACK TOPPED
 AR0013'AND WIDENED.  MARK LOCATION IS IN A DITCH AND MAY BE BURIED.
 AR0013
 AR0013                          STATION RECOVERY (1954)
 AR0013
 AR0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AR0013'AT NEW RIVER.
 AR0013'A THOROUGH SEARCH WAS MADE FOR MARK BUT WAS NOT RECOVERED.  THE
 AR0013'DIRT ROAD MENTIONED HAS NOW BEEN BLACK TOPPED AND THE ROAD
 AR0013'PROBABLY WIDENED.  THE DISTANCE FROM THE CENTER LINE OF A NEW
 AR0013'ROAD WOULD NOW PUT MARK IN DITCH.  THE AREA WHERE MARK WAS
 AR0013'ORIGINALLY SET IS A LARGE CLEARING AND ACCORDING TO DESCRIPTION
 AR0013'THE PIPE PROJECTED ABOUT 10 INCHES.  IF MARK WERE STILL INTACT
 AR0013'IT WOULD BE EASY TO RECOVER.  IF THE MARK HAS BEEN COVERED IT
 AR0013'WOULD BE DIFFICULT TO RECOVER AS THE ROAD HAS BEEN CHANGED AND
 AR0013'THE OTHER DISTANCES ARE ABOUT FROM STATION AND TRACK WHICH
 AR0013'WOULD NOT JUSTIFY EXTENSIVE DIGGING.  NO ONE CONTACTED COULD
 AR0013'GIVE ANY INFORMATION ON MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7639 ***********************************************************************
 AI7639  DESIGNATION -  1462 15
 AI7639  PID         -  AI7639
 AI7639  STATE/COUNTY-  FL/MARION
 AI7639  USGS QUAD   -  MCINTOSH (1984)
 AI7639
 AI7639                         *CURRENT SURVEY CONTROL
 AI7639  ___________________________________________________________________
 AI7639* NAD 83(1986)-  29 26 40.     (N)    082 13 20.     (W)     SCALED    
 AI7639* NAVD 88     -        31.439  (meters)     103.15   (feet)  ADJUSTED  
 AI7639  ___________________________________________________________________
 AI7639  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AI7639  DYNAMIC HT  -          31.396 (meters)     103.00  (feet)  COMP
 AI7639  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AI7639
 AI7639  VERT ORDER  -  SECOND    CLASS I
 AI7639
 AI7639.The horizontal coordinates were scaled from a topographic map and have
 AI7639.an estimated accuracy of +/- 6 seconds.
 AI7639
 AI7639.The orthometric height was determined by differential leveling
 AI7639.and adjusted by the National Geodetic Survey in January 2001..
 AI7639
 AI7639.The geoid height was determined by GEOID03.
 AI7639
 AI7639.The dynamic height is computed by dividing the NAVD 88
 AI7639.geopotential number by the normal gravity value computed on the
 AI7639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7639.degrees latitude (g = 980.6199 gals.).
 AI7639
 AI7639.The modeled gravity was interpolated from observed gravity values.
 AI7639
 AI7639;                    North         East    Units  Estimated Accuracy
 AI7639;SPC FL W     -   566,310.      178,440.      MT  (+/- 180 meters Scaled)
 AI7639
 AI7639                          SUPERSEDED SURVEY CONTROL
 AI7639
 AI7639.No superseded survey control is available for this station.
 AI7639
 AI7639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN814578(NAD 83)
 AI7639_MARKER: DD = SURVEY DISK
 AI7639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI7639_SP_SET: CATCH BASIN
 AI7639_STAMPING: BM 1462-15
 AI7639_MARK LOGO: SJRWMD
 AI7639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7639+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7639
 AI7639  HISTORY     - Date     Condition        Report By
 AI7639  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7639  HISTORY     - 19980604 GOOD             FLDEP
 AI7639
 AI7639                          STATION DESCRIPTION
 AI7639
 AI7639'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7639'THE MARK IS ON THE SOUTHWEST SIDE OF ORANGE LAKE, ABOUT 7.7 MI (12.4
 AI7639'KM) NORTHWEST OF CITRA, 0.35 MI (0.56 KM) SOUTH OF MCINTOSH IN SECTION
 AI7639'16, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE
 AI7639'JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S. HIGHWAY 441 (9TH
 AI7639'STREET) IN MCINTOSH, GO SOUTH ON U.S. HIGHWAY 441 FOR 0.35 MI (0.56
 AI7639'KM) TO THE MARK ON THE LEFT IN THE CENTER OF THE MEDIAN, SET IN THE
 AI7639'TOP OF THE EAST EDGE OF A CONCRETE CATCH BASIN, FLUSH WITH THE GROUND
 AI7639'AND 0.2 FT (6.1 CM) BELOW THE LEVEL OF U.S HIGHWAY 441. LOCATED 169.0
 AI7639'FT (51.5 M) SOUTH OF AND ACROSS THE SOUTHBOUND LANES FROM AVENUE J,
 AI7639'155.0 FT (47.2 M) NORTH OF AND ACROSS THE SOUTHBOUND LANES FROM NW 202
 AI7639'PL LANES, 35.9 FT (10.9 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AI7639'LANES OF U.S. HIGHWAY 441 AND 29.8 FT (9.1 M) WEST OF THE CENTERLINE
 AI7639'OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 441.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7637 ***********************************************************************
 AI7637  DESIGNATION -  1464 15
 AI7637  PID         -  AI7637
 AI7637  STATE/COUNTY-  FL/MARION
 AI7637  USGS QUAD   -  MCINTOSH (1984)
 AI7637
 AI7637                         *CURRENT SURVEY CONTROL
 AI7637  ___________________________________________________________________
 AI7637* NAD 83(1986)-  29 27 41.     (N)    082 13 19.     (W)     SCALED    
 AI7637* NAVD 88     -        26.515  (meters)      86.99   (feet)  ADJUSTED  
 AI7637  ___________________________________________________________________
 AI7637  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AI7637  DYNAMIC HT  -          26.479 (meters)      86.87  (feet)  COMP
 AI7637  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 AI7637
 AI7637  VERT ORDER  -  SECOND    CLASS I
 AI7637
 AI7637.The horizontal coordinates were scaled from a topographic map and have
 AI7637.an estimated accuracy of +/- 6 seconds.
 AI7637
 AI7637.The orthometric height was determined by differential leveling
 AI7637.and adjusted by the National Geodetic Survey in January 2001..
 AI7637
 AI7637.The geoid height was determined by GEOID03.
 AI7637
 AI7637.The dynamic height is computed by dividing the NAVD 88
 AI7637.geopotential number by the normal gravity value computed on the
 AI7637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7637.degrees latitude (g = 980.6199 gals.).
 AI7637
 AI7637.The modeled gravity was interpolated from observed gravity values.
 AI7637
 AI7637;                    North         East    Units  Estimated Accuracy
 AI7637;SPC FL W     -   568,190.      178,470.      MT  (+/- 180 meters Scaled)
 AI7637
 AI7637                          SUPERSEDED SURVEY CONTROL
 AI7637
 AI7637.No superseded survey control is available for this station.
 AI7637
 AI7637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN815597(NAD 83)
 AI7637_MARKER: DD = SURVEY DISK
 AI7637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7637_SP_SET: HEADWALL
 AI7637_STAMPING: BM 1464-15
 AI7637_MARK LOGO: SJRWMD
 AI7637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7637+STABILITY: SURFACE MOTION
 AI7637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7637+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7637
 AI7637  HISTORY     - Date     Condition        Report By
 AI7637  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7637  HISTORY     - 19980604 GOOD             FLDEP
 AI7637
 AI7637                          STATION DESCRIPTION
 AI7637
 AI7637'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7637'THE MARK IS ON THE WEST SIDE OF ORANGE LAKE, ABOUT 0.9 MI (1.4 KM)
 AI7637'NORTH OF MCINTOSH AT THE JUNCTION OF NORTHWEST 214 LANES AND U.S.
 AI7637'HIGHWAY 441 IN SECTION 9, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO REACH
 AI7637'THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S.
 AI7637'HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY 441 FOR
 AI7637'0.85 MI (1.37 KM) TO THE JUNCTION OF NORTHWEST 214 LANES ON THE RIGHT
 AI7637'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE HEADWALL,
 AI7637'FLUSH WITH THE GROUND AND U.S HIGHWAY 441 NORTHBOUND LANES. LOCATED
 AI7637'145.5 FT (44.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF NORTHWEST 214
 AI7637'LANES AND 27.5 FT (8.4 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AI7637'LANES OF U.S. HIGHWAY 441.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7636 ***********************************************************************
 AI7636  DESIGNATION -  1465 15
 AI7636  PID         -  AI7636
 AI7636  STATE/COUNTY-  FL/MARION
 AI7636  USGS QUAD   -  MCINTOSH (1984)
 AI7636
 AI7636                         *CURRENT SURVEY CONTROL
 AI7636  ___________________________________________________________________
 AI7636* NAD 83(1986)-  29 28 04.     (N)    082 13 22.     (W)     SCALED    
 AI7636* NAVD 88     -        32.736  (meters)     107.40   (feet)  ADJUSTED  
 AI7636  ___________________________________________________________________
 AI7636  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AI7636  DYNAMIC HT  -          32.691 (meters)     107.25  (feet)  COMP
 AI7636  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AI7636
 AI7636  VERT ORDER  -  SECOND    CLASS I
 AI7636
 AI7636.The horizontal coordinates were scaled from a topographic map and have
 AI7636.an estimated accuracy of +/- 6 seconds.
 AI7636
 AI7636.The orthometric height was determined by differential leveling
 AI7636.and adjusted by the National Geodetic Survey in January 2001..
 AI7636
 AI7636.The geoid height was determined by GEOID03.
 AI7636
 AI7636.The dynamic height is computed by dividing the NAVD 88
 AI7636.geopotential number by the normal gravity value computed on the
 AI7636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7636.degrees latitude (g = 980.6199 gals.).
 AI7636
 AI7636.The modeled gravity was interpolated from observed gravity values.
 AI7636
 AI7636;                    North         East    Units  Estimated Accuracy
 AI7636;SPC FL W     -   568,900.      178,390.      MT  (+/- 180 meters Scaled)
 AI7636
 AI7636                          SUPERSEDED SURVEY CONTROL
 AI7636
 AI7636.No superseded survey control is available for this station.
 AI7636
 AI7636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN814604(NAD 83)
 AI7636_MARKER: DD = SURVEY DISK
 AI7636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI7636_SP_SET: CONCRETE PAD
 AI7636_STAMPING: BM 1465-15
 AI7636_MARK LOGO: SJRWMD
 AI7636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7636+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7636
 AI7636  HISTORY     - Date     Condition        Report By
 AI7636  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7636  HISTORY     - 19980604 GOOD             FLDEP
 AI7636
 AI7636                          STATION DESCRIPTION
 AI7636
 AI7636'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7636'THE MARK IS ON THE WEST SIDE OF ORANGE LAKE, ABOUT 1.3 MI (2.1 KM)
 AI7636'NORTH OF MCINTOSH AT THE INTERSECTION OF NORTHWEST 219 STREET ROAD AND
 AI7636'U.S. HIGHWAY 441 IN SECTION 8, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO
 AI7636'REACH THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S.
 AI7636'HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY 441 FOR
 AI7636'1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD ON THE
 AI7636'RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN THE CONCRETE PAD LEVEL
 AI7636'WITH THE GROUND AND U.S HIGHWAY 441 NORTHBOUND LANES. LOCATED 40.0 FT
 AI7636'(12.2 M) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AI7636'HIGHWAY 441, 30.2 FT (9.2 M) NORTH OF THE CENTERLINE OF NORTHWEST 219
 AI7636'STREET ROAD AND 51.5 FT (15.7 M) SOUTH OF SURVEY MARK NUMBER K 473
 AI7636'1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0020 ***********************************************************************
 AG0020  DESIGNATION -  147 FLHD
 AG0020  PID         -  AG0020
 AG0020  STATE/COUNTY-  FL/PINELLAS
 AG0020  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0020
 AG0020                         *CURRENT SURVEY CONTROL
 AG0020  ___________________________________________________________________
 AG0020* NAD 83(1986)-  27 57 55.     (N)    082 39 47.     (W)     SCALED    
 AG0020* NAVD 88     -         1.265  (meters)       4.15   (feet)  ADJUSTED  
 AG0020  ___________________________________________________________________
 AG0020  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AG0020  DYNAMIC HT  -           1.263 (meters)       4.14  (feet)  COMP
 AG0020  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AG0020
 AG0020  VERT ORDER  -  SECOND    CLASS II
 AG0020
 AG0020.The horizontal coordinates were scaled from a topographic map and have
 AG0020.an estimated accuracy of +/- 6 seconds.
 AG0020
 AG0020.The orthometric height was determined by differential leveling
 AG0020.and adjusted by the National Geodetic Survey in June 1991..
 AG0020
 AG0020.The geoid height was determined by GEOID03.
 AG0020
 AG0020.The dynamic height is computed by dividing the NAVD 88
 AG0020.geopotential number by the normal gravity value computed on the
 AG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0020.degrees latitude (g = 980.6199 gals.).
 AG0020
 AG0020.The modeled gravity was interpolated from observed gravity values.
 AG0020
 AG0020;                    North         East    Units  Estimated Accuracy
 AG0020;SPC FL W     -   402,540.      134,760.      MT  (+/- 180 meters Scaled)
 AG0020
 AG0020                          SUPERSEDED SURVEY CONTROL
 AG0020
 AG0020  NGVD 29 (??/??/92)    1.526  (m)            5.01   (f) ADJ UNCH    2 2
 AG0020
 AG0020.Superseded values are not recommended for survey control.
 AG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0020.See file dsdata.txt to determine how the superseded data were derived.
 AG0020
 AG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL364944(NAD 83)
 AG0020_MARKER: DD = SURVEY DISK
 AG0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0020_SP_SET: SEAWALL
 AG0020_STAMPING: 147
 AG0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0020
 AG0020  HISTORY     - Date     Condition        Report By
 AG0020  HISTORY     - UNK      MONUMENTED       FLHD
 AG0020  HISTORY     - 1975     GOOD             FLDT
 AG0020
 AG0020                          STATION DESCRIPTION
 AG0020
 AG0020'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0020'AT CLEARWATER.
 AG0020'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG0020'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 4.25 MILES.
 AG0020'STATION ON RIGHT, 97.5 FT. EAST OF A 10 INCH PINE TREE.  SET IN
 AG0020'TOP OF THE CONCRETE SEAWALL.  SECTION 13, T29S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2592 ***********************************************************************
 AD2592  DESIGNATION -  14.745
 AD2592  PID         -  AD2592
 AD2592  STATE/COUNTY-  FL/BROWARD
 AD2592  USGS QUAD   -  POMPANO BEACH (1983)
 AD2592
 AD2592                         *CURRENT SURVEY CONTROL
 AD2592  ___________________________________________________________________
 AD2592* NAD 83(1986)-  26 13 55.     (N)    080 05 35.     (W)     SCALED    
 AD2592* NAVD 88     -         4.013  (meters)      13.17   (feet)  ADJUSTED  
 AD2592  ___________________________________________________________________
 AD2592  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AD2592  DYNAMIC HT  -           4.007 (meters)      13.15  (feet)  COMP
 AD2592  MODELED GRAV-     979,069.9   (mgal)                       NAVD 88
 AD2592
 AD2592  VERT ORDER  -  SECOND    CLASS 0
 AD2592
 AD2592.The horizontal coordinates were scaled from a topographic map and have
 AD2592.an estimated accuracy of +/- 6 seconds.
 AD2592
 AD2592.The orthometric height was determined by differential leveling
 AD2592.and adjusted by the National Geodetic Survey in June 1991..
 AD2592
 AD2592.The geoid height was determined by GEOID03.
 AD2592
 AD2592.The dynamic height is computed by dividing the NAVD 88
 AD2592.geopotential number by the normal gravity value computed on the
 AD2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2592.degrees latitude (g = 980.6199 gals.).
 AD2592
 AD2592.The modeled gravity was interpolated from observed gravity values.
 AD2592
 AD2592;                    North         East    Units  Estimated Accuracy
 AD2592;SPC FL E     -   210,630.      290,620.      MT  (+/- 180 meters Scaled)
 AD2592
 AD2592                          SUPERSEDED SURVEY CONTROL
 AD2592
 AD2592  NGVD 29 (??/??/92)    4.496  (m)           14.75   (f) ADJ UNCH    2 0
 AD2592
 AD2592.Superseded values are not recommended for survey control.
 AD2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2592.See file dsdata.txt to determine how the superseded data were derived.
 AD2592
 AD2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK905016(NAD 83)
 AD2592_MARKER: DD = SURVEY DISK
 AD2592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2592_SP_SET: ABUTMENT
 AD2592_STAMPING: 14.745
 AD2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2592
 AD2592  HISTORY     - Date     Condition        Report By
 AD2592  HISTORY     - UNK      MONUMENTED       FLHD
 AD2592  HISTORY     - 1970     GOOD             NGS
 AD2592  HISTORY     - 1973     GOOD             NGS
 AD2592  HISTORY     - 1987     GOOD             USPSQD
 AD2592  HISTORY     - 1989     GOOD             USPSQD
 AD2592  HISTORY     - 1990     GOOD             USPSQD
 AD2592  HISTORY     - 20021121 GOOD             USPSQD
 AD2592
 AD2592                          STATION DESCRIPTION
 AD2592
 AD2592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2592'AT POMPANO BEACH.
 AD2592'AT POMPANO BEACH, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 814
 AD2592'FROM THE JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP OF THE
 AD2592'NORTH END OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE
 AD2592'INTRACOASTAL WATERWAY, 19.5 FEET NORTH OF THE CENTER LINE OF THE
 AD2592'WESTBOUND LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 AD2592
 AD2592                          STATION RECOVERY (1973)
 AD2592
 AD2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (1987)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (1989)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 1989 (FEC)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (1990)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (2002)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 2002 (RT)
 AD2592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0021 ***********************************************************************
 AG0021  DESIGNATION -  148 FLHD
 AG0021  PID         -  AG0021
 AG0021  STATE/COUNTY-  FL/PINELLAS
 AG0021  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0021
 AG0021                         *CURRENT SURVEY CONTROL
 AG0021  ___________________________________________________________________
 AG0021* NAD 83(1986)-  27 57 55.     (N)    082 39 35.     (W)     SCALED    
 AG0021* NAVD 88     -         1.266  (meters)       4.15   (feet)  ADJUSTED  
 AG0021  ___________________________________________________________________
 AG0021  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG0021  DYNAMIC HT  -           1.264 (meters)       4.15  (feet)  COMP
 AG0021  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AG0021
 AG0021  VERT ORDER  -  SECOND    CLASS II
 AG0021
 AG0021.The horizontal coordinates were scaled from a topographic map and have
 AG0021.an estimated accuracy of +/- 6 seconds.
 AG0021
 AG0021.The orthometric height was determined by differential leveling
 AG0021.and adjusted by the National Geodetic Survey in June 1991..
 AG0021
 AG0021.The geoid height was determined by GEOID03.
 AG0021
 AG0021.The dynamic height is computed by dividing the NAVD 88
 AG0021.geopotential number by the normal gravity value computed on the
 AG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0021.degrees latitude (g = 980.6199 gals.).
 AG0021
 AG0021.The modeled gravity was interpolated from observed gravity values.
 AG0021
 AG0021;                    North         East    Units  Estimated Accuracy
 AG0021;SPC FL W     -   402,540.      135,090.      MT  (+/- 180 meters Scaled)
 AG0021
 AG0021                          SUPERSEDED SURVEY CONTROL
 AG0021
 AG0021  NGVD 29 (??/??/92)    1.527  (m)            5.01   (f) ADJ UNCH    2 2
 AG0021
 AG0021.Superseded values are not recommended for survey control.
 AG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0021.See file dsdata.txt to determine how the superseded data were derived.
 AG0021
 AG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL367944(NAD 83)
 AG0021_MARKER: DD = SURVEY DISK
 AG0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0021_SP_SET: SEAWALL
 AG0021_STAMPING: 148
 AG0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0021
 AG0021  HISTORY     - Date     Condition        Report By
 AG0021  HISTORY     - UNK      MONUMENTED       FLHD
 AG0021  HISTORY     - 1975     GOOD             FLDT
 AG0021
 AG0021                          STATION DESCRIPTION
 AG0021
 AG0021'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0021'AT CLEARWATER.
 AG0021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG0021'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 4.5
 AG0021'MILES.  STATION ON RIGHT, 110.0 FT. EAST OF A 10 INCH PINE TREE.
 AG0021'SET IN TOP OF CONCRETE SEAWALL.  SECTION 13, T29S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7631 ***********************************************************************
 AI7631  DESIGNATION -  1488 15
 AI7631  PID         -  AI7631
 AI7631  STATE/COUNTY-  FL/ALACHUA
 AI7631  USGS QUAD   -  ROCHELLE (1993)
 AI7631
 AI7631                         *CURRENT SURVEY CONTROL
 AI7631  ___________________________________________________________________
 AI7631* NAD 83(1986)-  29 30 52.     (N)    082 13 50.     (W)     SCALED    
 AI7631* NAVD 88     -        20.584  (meters)      67.53   (feet)  ADJUSTED  
 AI7631  ___________________________________________________________________
 AI7631  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AI7631  DYNAMIC HT  -          20.556 (meters)      67.44  (feet)  COMP
 AI7631  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 AI7631
 AI7631  VERT ORDER  -  SECOND    CLASS I
 AI7631
 AI7631.The horizontal coordinates were scaled from a topographic map and have
 AI7631.an estimated accuracy of +/- 6 seconds.
 AI7631
 AI7631.The orthometric height was determined by differential leveling
 AI7631.and adjusted by the National Geodetic Survey in January 2001..
 AI7631
 AI7631.The geoid height was determined by GEOID03.
 AI7631
 AI7631.The dynamic height is computed by dividing the NAVD 88
 AI7631.geopotential number by the normal gravity value computed on the
 AI7631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7631.degrees latitude (g = 980.6199 gals.).
 AI7631
 AI7631.The modeled gravity was interpolated from observed gravity values.
 AI7631
 AI7631;                    North         East    Units  Estimated Accuracy
 AI7631;SPC FL N     -    59,220.      820,020.      MT  (+/- 180 meters Scaled)
 AI7631
 AI7631                          SUPERSEDED SURVEY CONTROL
 AI7631
 AI7631.No superseded survey control is available for this station.
 AI7631
 AI7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN807656(NAD 83)
 AI7631_MARKER: DD = SURVEY DISK
 AI7631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7631_SP_SET: SLOPED HEADWALL
 AI7631_STAMPING: BM 1488-15
 AI7631_MARK LOGO: SJRWMD
 AI7631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7631+STABILITY: SURFACE MOTION
 AI7631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7631+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7631
 AI7631  HISTORY     - Date     Condition        Report By
 AI7631  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7631  HISTORY     - 19980602 GOOD             FLDEP
 AI7631
 AI7631                          STATION DESCRIPTION
 AI7631
 AI7631'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7631'THE MARK IS ON THE NORTHWEST SIDE OF ORANGE LAKE, ABOUT 4.8 MI (7.7
 AI7631'KM) NORTHEAST OF MCINTOSH AT THE JUNCTION OF COUNTY ROAD 346 AND
 AI7631'COUNTY ROAD 225 IN SECTION 20, TOWNSHIP 11 SOUTH, RANGE 21 EAST. TO
 AI7631'REACH THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S.
 AI7631'HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY 441 FOR
 AI7631'1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD ON THE
 AI7631'RIGHT, TURN RIGHT ON NORTHWEST 219 STREET ROAD AND GO EAST FOR 0.05 MI
 AI7631'(0.08 KM) TO THE JUNCTION OF NORTHWEST 60 AVENUE (COUNTY ROAD 225) ON
 AI7631'THE LEFT, TURN LEFT ON COUNTY ROAD 225 AND GO NORTH FOR 1.2 MI (1.9
 AI7631'KM) TO ALACHUA COUNTY LINE, CONTINUE NORTHWEST ON COUNTY ROAD 225 FOR
 AI7631'2.15 MI (3.46 KM) TO THE T-JUNCTION OF SOUTHEAST COUNTY ROAD 346, AND
 AI7631'THE MARK ON THE LEFT, SET IN A CONCRETE SLOPED HEADWALL. LOCATED 110.0
 AI7631'FT (33.5 M) WEST OF THE EXTENDED CENTERLINE OF COUNTY ROAD 225, 40.0
 AI7631'FT (12.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 AI7631'LEADING NORTH, 35.5 FT (10.8 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AI7631'A WOODS ROAD LEADING NORTH AND 17.2 FT (5.2 M) NORTH OF THE CENTERLINE
 AI7631'OF COUNTY ROAD 346.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2894 ***********************************************************************
 BE2894  DESIGNATION -  149 13 WLC USGS
 BE2894  PID         -  BE2894
 BE2894  STATE/COUNTY-  FL/CALHOUN
 BE2894  USGS QUAD   -  JUNIPER CREEK (1982)
 BE2894
 BE2894                         *CURRENT SURVEY CONTROL
 BE2894  ___________________________________________________________________
 BE2894* NAD 83(1986)-  30 26 01.     (N)    085 16 21.     (W)     SCALED    
 BE2894* NAVD 88     -        45.219  (meters)     148.36   (feet)  ADJUSTED  
 BE2894  ___________________________________________________________________
 BE2894  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BE2894  DYNAMIC HT  -          45.160 (meters)     148.16  (feet)  COMP
 BE2894  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 BE2894
 BE2894  VERT ORDER  -  SECOND    CLASS I
 BE2894
 BE2894.The horizontal coordinates were scaled from a topographic map and have
 BE2894.an estimated accuracy of +/- 6 seconds.
 BE2894
 BE2894.The orthometric height was determined by differential leveling
 BE2894.and adjusted by the National Geodetic Survey in June 1991..
 BE2894
 BE2894.The geoid height was determined by GEOID03.
 BE2894
 BE2894.The dynamic height is computed by dividing the NAVD 88
 BE2894.geopotential number by the normal gravity value computed on the
 BE2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2894.degrees latitude (g = 980.6199 gals.).
 BE2894
 BE2894.The modeled gravity was interpolated from observed gravity values.
 BE2894
 BE2894;                    North         East    Units  Estimated Accuracy
 BE2894;SPC FL N     -   159,170.      525,790.      MT  (+/- 180 meters Scaled)
 BE2894
 BE2894                          SUPERSEDED SURVEY CONTROL
 BE2894
 BE2894.No superseded survey control is available for this station.
 BE2894
 BE2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU658681(NAD 83)
 BE2894_MARKER: DB = BENCH MARK DISK
 BE2894_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2894_SP_SET: CONCRETE CULVERT
 BE2894_STAMPING: 149 13 WLC 1976
 BE2894_MARK LOGO: USGS  
 BE2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2894+STABILITY: SURFACE MOTION
 BE2894
 BE2894  HISTORY     - Date     Condition        Report By
 BE2894  HISTORY     - 1976     MONUMENTED       USGS
 BE2894  HISTORY     - 1981     GOOD             FLDNR
 BE2894  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BE2894
 BE2894                          STATION DESCRIPTION
 BE2894
 BE2894'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2894'5.2 MI WEST FROM CLARKSVILLE.
 BE2894'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 5.2 MILES WEST
 BE2894'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 28.2 FEET NORTH OF
 BE2894'THE CENTERLINE OF STATE HIGHWAY 20, 0.8 FOOT WEST OF THE EAST END OF A
 BE2894'CONCRETE CULVERT, 0.7 FOOT NORTH OF A REFLECTING SIGN POST, 60.8 FEET
 BE2894'SOUTHWEST OF A 1.5-FOOT DIAMETER PINE TREE, AND 9.9 MILES EAST OF THE
 BE2894'INTERSECTION OF U.S. HIGHWAY 231 WITH STATE HIGHWAY 20.  THE MARK IS
 BE2894'SET FLUSH IN A CONCRETE CULVERT.
 BE2894'THE MARK IS 1.8 FT BELOW ROAD.
 BE2894
 BE2894                          STATION RECOVERY (1996)
 BE2894
 BE2894'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0022 ***********************************************************************
 AG0022  DESIGNATION -  149 FLHD
 AG0022  PID         -  AG0022
 AG0022  STATE/COUNTY-  FL/PINELLAS
 AG0022  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0022
 AG0022                         *CURRENT SURVEY CONTROL
 AG0022  ___________________________________________________________________
 AG0022* NAD 83(1986)-  27 58 01.     (N)    082 39 35.     (W)     SCALED    
 AG0022* NAVD 88     -         1.242  (meters)       4.07   (feet)  ADJUSTED  
 AG0022  ___________________________________________________________________
 AG0022  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG0022  DYNAMIC HT  -           1.240 (meters)       4.07  (feet)  COMP
 AG0022  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AG0022
 AG0022  VERT ORDER  -  SECOND    CLASS II
 AG0022
 AG0022.The horizontal coordinates were scaled from a topographic map and have
 AG0022.an estimated accuracy of +/- 6 seconds.
 AG0022
 AG0022.The orthometric height was determined by differential leveling
 AG0022.and adjusted by the National Geodetic Survey in June 1991..
 AG0022
 AG0022.The geoid height was determined by GEOID03.
 AG0022
 AG0022.The dynamic height is computed by dividing the NAVD 88
 AG0022.geopotential number by the normal gravity value computed on the
 AG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0022.degrees latitude (g = 980.6199 gals.).
 AG0022
 AG0022.The modeled gravity was interpolated from observed gravity values.
 AG0022
 AG0022;                    North         East    Units  Estimated Accuracy
 AG0022;SPC FL W     -   402,720.      135,090.      MT  (+/- 180 meters Scaled)
 AG0022
 AG0022                          SUPERSEDED SURVEY CONTROL
 AG0022
 AG0022  NGVD 29 (??/??/92)    1.503  (m)            4.93   (f) ADJ UNCH    2 2
 AG0022
 AG0022.Superseded values are not recommended for survey control.
 AG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0022.See file dsdata.txt to determine how the superseded data were derived.
 AG0022
 AG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL367946(NAD 83)
 AG0022_MARKER: DD = SURVEY DISK
 AG0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0022_SP_SET: SEAWALL
 AG0022_STAMPING: 149
 AG0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0022
 AG0022  HISTORY     - Date     Condition        Report By
 AG0022  HISTORY     - UNK      MONUMENTED       FLHD
 AG0022  HISTORY     - 1975     GOOD             FLDT
 AG0022  HISTORY     - 1983     GOOD             LOCSUR
 AG0022
 AG0022                          STATION DESCRIPTION
 AG0022
 AG0022'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0022'AT CLEARWATER.
 AG0022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG0022'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 5.0
 AG0022'MILES.  STATION ON RIGHT.  SET IN TOP OF CONCRETE SEAWALL.
 AG0022'SECTION 13, T29S, R16E.
 AG0022
 AG0022                          STATION RECOVERY (1983)
 AG0022
 AG0022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0022'LOCATED FROM ROADWAY SIGN ON STATE ROAD 60 AND ABOUT 250 FT. EAST OF
 AG0022'COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7630 ***********************************************************************
 AI7630  DESIGNATION -  1490 15
 AI7630  PID         -  AI7630
 AI7630  STATE/COUNTY-  FL/ALACHUA
 AI7630  USGS QUAD   -  ROCHELLE (1993)
 AI7630
 AI7630                         *CURRENT SURVEY CONTROL
 AI7630  ___________________________________________________________________
 AI7630* NAD 83(1986)-  29 31 36.     (N)    082 12 07.     (W)     SCALED    
 AI7630* NAVD 88     -        20.355  (meters)      66.78   (feet)  ADJUSTED  
 AI7630  ___________________________________________________________________
 AI7630  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AI7630  DYNAMIC HT  -          20.327 (meters)      66.69  (feet)  COMP
 AI7630  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 AI7630
 AI7630  VERT ORDER  -  SECOND    CLASS I
 AI7630
 AI7630.The horizontal coordinates were scaled from a topographic map and have
 AI7630.an estimated accuracy of +/- 6 seconds.
 AI7630
 AI7630.The orthometric height was determined by differential leveling
 AI7630.and adjusted by the National Geodetic Survey in January 2001..
 AI7630
 AI7630.The geoid height was determined by GEOID03.
 AI7630
 AI7630.The dynamic height is computed by dividing the NAVD 88
 AI7630.geopotential number by the normal gravity value computed on the
 AI7630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7630.degrees latitude (g = 980.6199 gals.).
 AI7630
 AI7630.The modeled gravity was interpolated from observed gravity values.
 AI7630
 AI7630;                    North         East    Units  Estimated Accuracy
 AI7630;SPC FL N     -    60,630.      822,760.      MT  (+/- 180 meters Scaled)
 AI7630
 AI7630                          SUPERSEDED SURVEY CONTROL
 AI7630
 AI7630.No superseded survey control is available for this station.
 AI7630
 AI7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN835669(NAD 83)
 AI7630_MARKER: DD = SURVEY DISK
 AI7630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7630_SP_SET: SLOPED HEADWALL
 AI7630_STAMPING: BM 1490-15
 AI7630_MARK LOGO: SJRWMD
 AI7630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7630+STABILITY: SURFACE MOTION
 AI7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7630+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7630
 AI7630  HISTORY     - Date     Condition        Report By
 AI7630  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7630  HISTORY     - 19980602 GOOD             FLDEP
 AI7630
 AI7630                          STATION DESCRIPTION
 AI7630
 AI7630'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7630'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 6.7 MI (10.8 KM)
 AI7630'NORTHEAST OF MCINTOSH IN SECTION 22, TOWNSHIP 11 SOUTH, RANGE 21 EAST.
 AI7630'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND
 AI7630'U.S. HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY
 AI7630'441 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD
 AI7630'ON THE RIGHT, TURN RIGHT ON NORTHWEST 219 STREET ROAD AND GO EAST FOR
 AI7630'0.05 MI (0.08 KM) TO THE JUNCTION OF NORTHWEST 60 AVENUE (COUNTY ROAD
 AI7630'225) ON THE LEFT, TURN LEFT ON COUNTY ROAD 225 AND GO NORTH FOR 1.2 MI
 AI7630'(1.9 KM) TO ALACHUA COUNTY LINE, CONTINUE NORTHWEST ON COUNTY ROAD 225
 AI7630'FOR 2.15 MI (3.46 KM) TO THE T-JUNCTION OF SOUTHEAST COUNTY ROAD 346,
 AI7630'TURN RIGHT ON SOUTHEAST COUNTY ROAD 346 AND GO NORTHEAST FOR 1.95 MI
 AI7630'(3.14 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT AND THE MARK ON
 AI7630'THE RIGHT, SET IN THE TOP OF A CONCRETE SLOPED HEADWALL LEVEL WITH THE
 AI7630'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 346. LOCATED
 AI7630'70.0 FT (21.3 M) EAST OF THE EXTENDED CENTERLINE OF A WOODS ROAD
 AI7630'LEADING NORTH, 21.0 FT (6.4 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 AI7630'346 AND 2.7 FT (0.8 M) EAST OF A METAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7629 ***********************************************************************
 AI7629  DESIGNATION -  1491 15
 AI7629  PID         -  AI7629
 AI7629  STATE/COUNTY-  FL/ALACHUA
 AI7629  USGS QUAD   -  ROCHELLE (1993)
 AI7629
 AI7629                         *CURRENT SURVEY CONTROL
 AI7629  ___________________________________________________________________
 AI7629* NAD 83(1986)-  29 31 36.     (N)    082 11 14.     (W)     SCALED    
 AI7629* NAVD 88     -        25.874  (meters)      84.89   (feet)  ADJUSTED  
 AI7629  ___________________________________________________________________
 AI7629  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AI7629  DYNAMIC HT  -          25.838 (meters)      84.77  (feet)  COMP
 AI7629  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AI7629
 AI7629  VERT ORDER  -  SECOND    CLASS I
 AI7629
 AI7629.The horizontal coordinates were scaled from a topographic map and have
 AI7629.an estimated accuracy of +/- 6 seconds.
 AI7629
 AI7629.The orthometric height was determined by differential leveling
 AI7629.and adjusted by the National Geodetic Survey in January 2001..
 AI7629
 AI7629.The geoid height was determined by GEOID03.
 AI7629
 AI7629.The dynamic height is computed by dividing the NAVD 88
 AI7629.geopotential number by the normal gravity value computed on the
 AI7629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7629.degrees latitude (g = 980.6199 gals.).
 AI7629
 AI7629.The modeled gravity was interpolated from observed gravity values.
 AI7629
 AI7629;                    North         East    Units  Estimated Accuracy
 AI7629;SPC FL N     -    60,650.      824,190.      MT  (+/- 180 meters Scaled)
 AI7629
 AI7629                          SUPERSEDED SURVEY CONTROL
 AI7629
 AI7629.No superseded survey control is available for this station.
 AI7629
 AI7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN849669(NAD 83)
 AI7629_MARKER: DD = SURVEY DISK
 AI7629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI7629_SP_SET: CONCRETE CABLE BOX PAD
 AI7629_STAMPING: BM 1491-15
 AI7629_MARK LOGO: SJRWMD
 AI7629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7629+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7629
 AI7629  HISTORY     - Date     Condition        Report By
 AI7629  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7629  HISTORY     - 19980602 GOOD             FLDEP
 AI7629
 AI7629                          STATION DESCRIPTION
 AI7629
 AI7629'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7629'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 8.5 MI (13.7 KM)
 AI7629'NORTHWEST OF CITRA, 7.2 MI (11.6 KM) NORTH WEST OF MCINTOSH ON COUNTY
 AI7629'ROAD 325 IN SECTION 23, TOWNSHIP 11 SOUTH, RANGE 21 EAST. TO REACH THE
 AI7629'MARK FROM THE POST OFFICE IN CITRA, GO WEST ON STATE ROAD 318 FOR 0.05
 AI7629'MI (0.08 KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200),
 AI7629'TURN RIGHT ON U.S. HIGHWAY 301 (STATE ROAD 200) AND GO NORTH FOR 2.55
 AI7629'MI (4.10 KM) TO THE JUNCTION OF COUNTY ROAD 325 ON THE LEFT, TURN LEFT
 AI7629'ON COUNTY ROAD 325 AND GO WESTERLY FOR 8.0 MI (12.9 KM) TO THE MARK ON
 AI7629'THE LEFT, SET IN TOP OF THE SOUTH SIDE OF THE CONCRETE PAD OF CABLE
 AI7629'BOX NUMBER 2130 A, 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND AND
 AI7629'0.6 FT (18.3 CM) BELOW THE LEVEL OF THE COUNTY ROAD 325.  THE MARK CAN
 AI7629'ALSO BE REACHED FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND
 AI7629'U.S. HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY
 AI7629'441 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD
 AI7629'ON THE RIGHT, TURN RIGHT ON NORTHWEST 219 STREET ROAD AND GO EAST FOR
 AI7629'0.05 MI (0.08 KM) TO THE JUNCTION OF COUNTY ROAD 225 ON THE LEFT, TURN
 AI7629'LEFT ON COUNTY ROAD 225 AND GO NORTH FOR 1.2 MI (1.9 KM) TO ALACHUA
 AI7629'COUNTY LINE, CONTINUE NORTHWEST ON COUNTY ROAD 225 FOR 2.15 MI (3.46
 AI7629'KM) TO THE T-JUNCTION OF COUNTY ROAD 346, TURN RIGHT ON COUNTY ROAD
 AI7629'436 AND GO NORTHEAST FOR 2.8 MI (4.5 KM) TO THE T-JUNCTION OF COUNTY
 AI7629'ROAD 325, TURN RIGHT ON COUNTY ROAD 325 AND GO SOUTHEAST FOR 0.05 MI
 AI7629'(0.08 KM) TO THE MARK ON THE RIGHT. LOCATED 39.5 FT (12.0 M) WEST OF
 AI7629'THE CENERLINE OF COUNTY ROAD 325, 18.0 FT (5.5 M) NORTHEAST OF A POWER
 AI7629'POLE WITH A VOLTAGE BOX ATTACHED, 8.8 FT (2.7 M) EAST OF A BARBWIRE
 AI7629'FENCE AND 8.0 FT (2.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PAD
 AI7629'FOR BOX NUMBER 2130X.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7624 ***********************************************************************
 AI7624  DESIGNATION -  1494 15
 AI7624  PID         -  AI7624
 AI7624  STATE/COUNTY-  FL/ALACHUA
 AI7624  USGS QUAD   -  MCINTOSH (1984)
 AI7624
 AI7624                         *CURRENT SURVEY CONTROL
 AI7624  ___________________________________________________________________
 AI7624* NAD 83(1986)-  29 29 12.     (N)    082 09 54.     (W)     SCALED    
 AI7624* NAVD 88     -        21.159  (meters)      69.42   (feet)  ADJUSTED  
 AI7624  ___________________________________________________________________
 AI7624  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AI7624  DYNAMIC HT  -          21.130 (meters)      69.32  (feet)  COMP
 AI7624  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AI7624
 AI7624  VERT ORDER  -  SECOND    CLASS I
 AI7624
 AI7624.The horizontal coordinates were scaled from a topographic map and have
 AI7624.an estimated accuracy of +/- 6 seconds.
 AI7624
 AI7624.The orthometric height was determined by differential leveling
 AI7624.and adjusted by the National Geodetic Survey in January 2001..
 AI7624
 AI7624.The geoid height was determined by GEOID03.
 AI7624
 AI7624.The dynamic height is computed by dividing the NAVD 88
 AI7624.geopotential number by the normal gravity value computed on the
 AI7624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7624.degrees latitude (g = 980.6199 gals.).
 AI7624
 AI7624.The modeled gravity was interpolated from observed gravity values.
 AI7624
 AI7624;                    North         East    Units  Estimated Accuracy
 AI7624;SPC FL N     -    56,270.      826,430.      MT  (+/- 180 meters Scaled)
 AI7624
 AI7624                          SUPERSEDED SURVEY CONTROL
 AI7624
 AI7624.No superseded survey control is available for this station.
 AI7624
 AI7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN870624(NAD 83)
 AI7624_MARKER: DD = SURVEY DISK
 AI7624_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI7624_SP_SET: BRIDGE ABUTMENT
 AI7624_STAMPING: BM 1494-15
 AI7624_MARK LOGO: SJRWMD
 AI7624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7624+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7624
 AI7624  HISTORY     - Date     Condition        Report By
 AI7624  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7624  HISTORY     - 19980602 GOOD             FLDEP
 AI7624
 AI7624                          STATION DESCRIPTION
 AI7624
 AI7624'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7624'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 5.5 MI (8.9 KM)
 AI7624'NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 36, TOWNSHIP 11
 AI7624'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7624'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7624'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7624'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7624'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7624'WESTERLY FOR 4.65 MI (7.48 KM) TO THE EAST END OF THE BRIDGE OVER
 AI7624'CROSS CREEK AND THE MARK ON THE RIGHT, SET IN THE NORTHEAST CORNER OF
 AI7624'THE BRIDGE ABUTMENT 1.3 FT (0.4 M) ABOVE THE LEVEL OF THE GROUND AND
 AI7624'COUNTY ROAD 325. LOCATED 120.0 FT (36.6 M) EAST OF SJRWMD BENCH MARK
 AI7624'1494-15 RM1 AND 15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 AI7624'325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7625 ***********************************************************************
 AI7625  DESIGNATION -  1494 15 RM 1
 AI7625  PID         -  AI7625
 AI7625  STATE/COUNTY-  FL/ALACHUA
 AI7625  USGS QUAD   -  MCINTOSH (1984)
 AI7625
 AI7625                         *CURRENT SURVEY CONTROL
 AI7625  ___________________________________________________________________
 AI7625* NAD 83(1986)-  29 29 12.     (N)    082 09 55.     (W)     SCALED    
 AI7625* NAVD 88     -        21.161  (meters)      69.43   (feet)  ADJUSTED  
 AI7625  ___________________________________________________________________
 AI7625  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AI7625  DYNAMIC HT  -          21.132 (meters)      69.33  (feet)  COMP
 AI7625  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AI7625
 AI7625  VERT ORDER  -  SECOND    CLASS I
 AI7625
 AI7625.The horizontal coordinates were scaled from a topographic map and have
 AI7625.an estimated accuracy of +/- 6 seconds.
 AI7625
 AI7625.The orthometric height was determined by differential leveling
 AI7625.and adjusted by the National Geodetic Survey in January 2001..
 AI7625
 AI7625.The geoid height was determined by GEOID03.
 AI7625
 AI7625.The dynamic height is computed by dividing the NAVD 88
 AI7625.geopotential number by the normal gravity value computed on the
 AI7625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7625.degrees latitude (g = 980.6199 gals.).
 AI7625
 AI7625.The modeled gravity was interpolated from observed gravity values.
 AI7625
 AI7625;                    North         East    Units  Estimated Accuracy
 AI7625;SPC FL N     -    56,270.      826,410.      MT  (+/- 180 meters Scaled)
 AI7625
 AI7625                          SUPERSEDED SURVEY CONTROL
 AI7625
 AI7625.No superseded survey control is available for this station.
 AI7625
 AI7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN870624(NAD 83)
 AI7625_MARKER: DD = SURVEY DISK
 AI7625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI7625_SP_SET: BRIDGE ABUTMENT
 AI7625_STAMPING: BM 1494-15 RM1
 AI7625_MARK LOGO: SJRWMD
 AI7625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7625+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7625
 AI7625  HISTORY     - Date     Condition        Report By
 AI7625  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7625  HISTORY     - 19980602 GOOD             FLDEP
 AI7625
 AI7625                          STATION DESCRIPTION
 AI7625
 AI7625'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7625'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 5.5 MI (8.9 KM)
 AI7625'NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 36, TOWNSHIP 11
 AI7625'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7625'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7625'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7625'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7625'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7625'WESTERLY FOR 4.7 MI (7.6 KM) TO THE WEST END OF THE BRIDGE OVER CROSS
 AI7625'CREEK AND THE MARK ON THE RIGHT, SET IN THE NORTHWEST CORNER OF THE
 AI7625'BRIDGE ABUTMENT. LOCATED 120.0 FT (36.6 M) WEST OF SJRWMD BENCH MARK
 AI7625'1494-15 AND 15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 AI7625'325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7623 ***********************************************************************
 AI7623  DESIGNATION -  1495 15
 AI7623  PID         -  AI7623
 AI7623  STATE/COUNTY-  FL/ALACHUA
 AI7623  USGS QUAD   -  MCINTOSH (1984)
 AI7623
 AI7623                         *CURRENT SURVEY CONTROL
 AI7623  ___________________________________________________________________
 AI7623* NAD 83(1986)-  29 28 45.     (N)    082 09 34.     (W)     SCALED    
 AI7623* NAVD 88     -        18.909  (meters)      62.04   (feet)  ADJUSTED  
 AI7623  ___________________________________________________________________
 AI7623  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AI7623  DYNAMIC HT  -          18.883 (meters)      61.95  (feet)  COMP
 AI7623  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 AI7623
 AI7623  VERT ORDER  -  SECOND    CLASS I
 AI7623
 AI7623.The horizontal coordinates were scaled from a topographic map and have
 AI7623.an estimated accuracy of +/- 6 seconds.
 AI7623
 AI7623.The orthometric height was determined by differential leveling
 AI7623.and adjusted by the National Geodetic Survey in January 2001..
 AI7623
 AI7623.The geoid height was determined by GEOID03.
 AI7623
 AI7623.The dynamic height is computed by dividing the NAVD 88
 AI7623.geopotential number by the normal gravity value computed on the
 AI7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7623.degrees latitude (g = 980.6199 gals.).
 AI7623
 AI7623.The modeled gravity was interpolated from observed gravity values.
 AI7623
 AI7623;                    North         East    Units  Estimated Accuracy
 AI7623;SPC FL N     -    55,450.      826,990.      MT  (+/- 180 meters Scaled)
 AI7623
 AI7623                          SUPERSEDED SURVEY CONTROL
 AI7623
 AI7623.No superseded survey control is available for this station.
 AI7623
 AI7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN875616(NAD 83)
 AI7623_MARKER: DD = SURVEY DISK
 AI7623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7623_SP_SET: HEADWALL
 AI7623_STAMPING: BM 1495-15
 AI7623_MARK LOGO: SJRWMD
 AI7623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7623+STABILITY: SURFACE MOTION
 AI7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7623+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7623
 AI7623  HISTORY     - Date     Condition        Report By
 AI7623  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7623  HISTORY     - 19980602 GOOD             FLDEP
 AI7623
 AI7623                          STATION DESCRIPTION
 AI7623
 AI7623'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7623'THE MARK IS ON THE NORTHEAST SIDE OF ORANGE LAKE, ABOUT 5.0 MI (8.0
 AI7623'KM) NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 1, TOWNSHIP 12
 AI7623'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7623'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7623'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7623'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7623'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7623'WESTERLY FOR 3.8 MI (6.1 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 AI7623'OF A CONCRETE HEADWALL 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD
 AI7623'325. LOCATED APPROXIMATELY 154.0 FT (46.9 M) NORTH OF THE APPROXIMATE
 AI7623'EXTENDED CENTERLINE OF SE 190 PL, 81.0 FT (24.7 M) NORTH OF THE
 AI7623'APPROXIMATE CENTERLINE OF A DRIVEWAY AT RT3 BOX 87, 75.0 FT (22.9 M)
 AI7623'SOUTH OF THE EXTENDED CENTERLINE OF SE 189 PL, 20.0 FT (6.1 M) EAST OF
 AI7623'THE CENTERLINE OF COUNTY ROAD 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7621 ***********************************************************************
 AI7621  DESIGNATION -  1496 15
 AI7621  PID         -  AI7621
 AI7621  STATE/COUNTY-  FL/ALACHUA
 AI7621  USGS QUAD   -  MCINTOSH (1984)
 AI7621
 AI7621                         *CURRENT SURVEY CONTROL
 AI7621  ___________________________________________________________________
 AI7621* NAD 83(1986)-  29 27 59.     (N)    082 08 53.     (W)     SCALED    
 AI7621* NAVD 88     -        20.422  (meters)      67.00   (feet)  ADJUSTED  
 AI7621  ___________________________________________________________________
 AI7621  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AI7621  DYNAMIC HT  -          20.394 (meters)      66.91  (feet)  COMP
 AI7621  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 AI7621
 AI7621  VERT ORDER  -  SECOND    CLASS I
 AI7621
 AI7621.The horizontal coordinates were scaled from a topographic map and have
 AI7621.an estimated accuracy of +/- 6 seconds.
 AI7621
 AI7621.The orthometric height was determined by differential leveling
 AI7621.and adjusted by the National Geodetic Survey in January 2001..
 AI7621
 AI7621.The geoid height was determined by GEOID03.
 AI7621
 AI7621.The dynamic height is computed by dividing the NAVD 88
 AI7621.geopotential number by the normal gravity value computed on the
 AI7621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7621.degrees latitude (g = 980.6199 gals.).
 AI7621
 AI7621.The modeled gravity was interpolated from observed gravity values.
 AI7621
 AI7621;                    North         East    Units  Estimated Accuracy
 AI7621;SPC FL N     -    54,050.      828,120.      MT  (+/- 180 meters Scaled)
 AI7621
 AI7621                          SUPERSEDED SURVEY CONTROL
 AI7621
 AI7621.No superseded survey control is available for this station.
 AI7621
 AI7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN886602(NAD 83)
 AI7621_MARKER: DD = SURVEY DISK
 AI7621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7621_SP_SET: HEADWALL
 AI7621_STAMPING: BM 1496-15
 AI7621_MARK LOGO: SJRWMD
 AI7621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7621+STABILITY: SURFACE MOTION
 AI7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7621+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7621
 AI7621  HISTORY     - Date     Condition        Report By
 AI7621  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7621  HISTORY     - 19980602 GOOD             FLDEP
 AI7621
 AI7621                          STATION DESCRIPTION
 AI7621
 AI7621'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7621'THE MARK IS ON THE NORTHEAST SIDE OF ORANGE LAKE, ABOUT 4.0 MI (6.4
 AI7621'KM) NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 7, TOWNSHIP 12
 AI7621'SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7621'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7621'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7621'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7621'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7621'WESTERLY FOR 2.6 MI (4.2 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AI7621'OF A CONCRETE HEADWALL FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM)
 AI7621'BELOW THE LEVEL OF COUNTY ROAD 325. LOCATED 17.5 FT (5.3 M) SOUTHWEST
 AI7621'OF THE CENTERLINE OF COUNTY ROAD 325, 13.0 FT (4.0 M) NORTHEAST OF A
 AI7621'BARBWIRE FENCE, 4.1 FT (1.2 M) SOUTHEAST OF THE NORTHWEST END OF THE
 AI7621'HEADWALL AND 4.1 FT (1.2 M) NORTHWEST OF THE SOUTHEAST END OF THE
 AI7621'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0636 ***********************************************************************
 AC0636  DESIGNATION -  14.98
 AC0636  PID         -  AC0636
 AC0636  STATE/COUNTY-  FL/COLLIER
 AC0636  USGS QUAD   -  EVERGLADES CITY (1974)
 AC0636
 AC0636                         *CURRENT SURVEY CONTROL
 AC0636  ___________________________________________________________________
 AC0636* NAD 83(1999)-  25 52 16.30960(N)    081 22 57.24534(W)     ADJUSTED  
 AC0636* NAVD 88     -         4.222  (meters)      13.85   (feet)  ADJUSTED  
 AC0636  ___________________________________________________________________
 AC0636  X           -     860,441.041 (meters)                     COMP
 AC0636  Y           -  -5,677,717.520 (meters)                     COMP
 AC0636  Z           -   2,766,220.947 (meters)                     COMP
 AC0636  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AC0636  ELLIP HEIGHT-         -19.41  (meters)          (12/12/02) GPS OBS
 AC0636  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AC0636  DYNAMIC HT  -           4.215 (meters)      13.83  (feet)  COMP
 AC0636  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AC0636
 AC0636  HORZ ORDER  -  FIRST
 AC0636  VERT ORDER  -  FIRST     CLASS II
 AC0636  ELLP ORDER  -  FOURTH    CLASS I
 AC0636
 AC0636.The horizontal coordinates were established by GPS observations
 AC0636.and adjusted by the National Geodetic Survey in December 2002..
 AC0636
 AC0636.The orthometric height was determined by differential leveling
 AC0636.and adjusted by the National Geodetic Survey in February 2002..
 AC0636
 AC0636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0636
 AC0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0636
 AC0636.The ellipsoidal height was determined by GPS observations
 AC0636.and is referenced to NAD 83.
 AC0636
 AC0636.The geoid height was determined by GEOID03.
 AC0636
 AC0636.The dynamic height is computed by dividing the NAVD 88
 AC0636.geopotential number by the normal gravity value computed on the
 AC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0636.degrees latitude (g = 980.6199 gals.).
 AC0636
 AC0636.The modeled gravity was interpolated from observed gravity values.
 AC0636
 AC0636;                    North         East     Units Scale Factor Converg.
 AC0636;SPC FL E     -   170,401.855   161,658.557   MT  0.99995932   -0 10 01.0
 AC0636;SPC FL E     -   559,060.09    530,374.78   sFT  0.99995932   -0 10 01.0
 AC0636;UTM  17      - 2,861,475.696   461,671.639   MT  0.99961814   -0 10 01.0
 AC0636
 AC0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0636!SPC FL E     -   1.00000305  x   0.99995932  =   0.99996237
 AC0636!UTM  17      -   1.00000305  x   0.99961814  =   0.99962119
 AC0636
 AC0636|---------------------------------------------------------------------|
 AC0636| PID    Reference Object                     Distance      Geod. Az  |
 AC0636|                                                           dddmmss.s |
 AC0636| AC0637 15.94                                69.640 METERS 35104     |
 AC0636|---------------------------------------------------------------------|
 AC0636
 AC0636                          SUPERSEDED SURVEY CONTROL
 AC0636
 AC0636  NAVD 88 (09/04/92)    4.221  (m)           13.85   (f) UNKNOWN     1 1
 AC0636  NAVD 88 (06/15/91)    4.221  (m)           13.85   (f) UNKNOWN     1 1
 AC0636  NGVD 29 (09/01/92)    4.638  (m)           15.22   (f) ADJUSTED    1 1
 AC0636
 AC0636.Superseded values are not recommended for survey control.
 AC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0636.See file dsdata.txt to determine how the superseded data were derived.
 AC0636
 AC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6167261476(NAD 83)
 AC0636_MARKER: DD = SURVEY DISK
 AC0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0636_SP_SET: ABUTMENT
 AC0636_STAMPING: 14.98
 AC0636_MARK LOGO: FLDT  
 AC0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0636+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AC0636
 AC0636  HISTORY     - Date     Condition        Report By
 AC0636  HISTORY     - 1965     MONUMENTED       FLDT
 AC0636  HISTORY     - 1965     GOOD             NGS
 AC0636  HISTORY     - 1971     GOOD             NGS
 AC0636  HISTORY     - 1978     GOOD             FLDNR
 AC0636  HISTORY     - 1979     GOOD             NGS
 AC0636  HISTORY     - 1986     GOOD             USPSQD
 AC0636  HISTORY     - 1990     GOOD             USPSQD
 AC0636  HISTORY     - 19920226 GOOD             NGS
 AC0636  HISTORY     - 200110   GOOD             FOST
 AC0636  HISTORY     - 20020307 GOOD             MAPTEC
 AC0636  HISTORY     - 20050502 GOOD             USPSQD
 AC0636
 AC0636                          STATION DESCRIPTION
 AC0636
 AC0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0636'1 MI N FROM EVERGLADES.
 AC0636'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE CITY HALL
 AC0636'AT EVERGLADES, SET IN THE TOP OF THE CONCRETE SIDEWALK DIRECTLY
 AC0636'OVER THE EAST END OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE
 AC0636'OVER THE BARRON RIVER, 3.6 FEET EAST OF THE EAST CURB OF THE
 AC0636'BRIDGE, 3.2 FEET WEST OF THE SOUTH END OF THE EAST BANISTER OF
 AC0636'THE BRIDGE, 228.0 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 AC0636'B. M. 15.94.
 AC0636
 AC0636                          STATION RECOVERY (1971)
 AC0636
 AC0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1978)
 AC0636
 AC0636'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1979)
 AC0636
 AC0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1986)
 AC0636
 AC0636'RECOVERY NOTE BY US POWER SQUADRON 1986 (HEA)
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1990)
 AC0636
 AC0636'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1992)
 AC0636
 AC0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0636'50.6 KM (31.45 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0636'OF STATE HIGHWAY 84 IN NAPLES, THENCE 4.7 KM (2.90 MI) SOUTHERLY
 AC0636'ALONG STATE HIGHWAY 29, IN TOP OF AND 1.3 M (4.3 FT) WEST OF THE EAST
 AC0636'END OF THE SOUTH CONCRETE SIDEWALK OF A BRIDGE SPANNING BARRON RIVER,
 AC0636'5.4 M (17.7 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 AC0636'NOTE--THE SIDEWALK IS PART OF THE BRIDGE ABUTMENT.
 AC0636
 AC0636                          STATION RECOVERY (2001)
 AC0636
 AC0636'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC0636'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0636'
 AC0636
 AC0636                          STATION RECOVERY (2002)
 AC0636
 AC0636'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0636'RECOVERED AS DESCRIBED
 AC0636'
 AC0636
 AC0636                          STATION RECOVERY (2005)
 AC0636
 AC0636'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AC0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1249 ***********************************************************************
 AD1249  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1249  DESIGNATION -  14.98
 AD1249  PID         -  AD1249
 AD1249  STATE/COUNTY-  FL/COLLIER
 AD1249  USGS QUAD   -  NAPLES NORTH (1987)
 AD1249
 AD1249                         *CURRENT SURVEY CONTROL
 AD1249  ___________________________________________________________________
 AD1249* NAD 83(1986)-  26 08 29.     (N)    081 47 22.     (W)     SCALED    
 AD1249* NAVD 88     -         4.224  (meters)      13.86   (feet)  ADJUSTED  
 AD1249  ___________________________________________________________________
 AD1249  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AD1249  DYNAMIC HT  -           4.217 (meters)      13.84  (feet)  COMP
 AD1249  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AD1249
 AD1249  VERT ORDER  -  FIRST     CLASS II
 AD1249
 AD1249.The horizontal coordinates were scaled from a topographic map and have
 AD1249.an estimated accuracy of +/- 6 seconds.
 AD1249
 AD1249.The orthometric height was determined by differential leveling
 AD1249.and adjusted by the National Geodetic Survey in September 1992..
 AD1249
 AD1249.This Tidal Bench Mark is designated as VM 7843
 AD1249.by the Center for Operational Oceanographic Products and Services.
 AD1249
 AD1249.The geoid height was determined by GEOID03.
 AD1249
 AD1249.The dynamic height is computed by dividing the NAVD 88
 AD1249.geopotential number by the normal gravity value computed on the
 AD1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1249.degrees latitude (g = 980.6199 gals.).
 AD1249
 AD1249.The modeled gravity was interpolated from observed gravity values.
 AD1249
 AD1249;                    North         East    Units  Estimated Accuracy
 AD1249;SPC FL E     -   200,520.      121,060.      MT  (+/- 180 meters Scaled)
 AD1249
 AD1249                          SUPERSEDED SURVEY CONTROL
 AD1249
 AD1249  NAVD 88 (06/15/91)    4.229  (m)           13.87   (f) UNKNOWN     1 2
 AD1249  NGVD 29 (09/01/92)    4.614  (m)           15.14   (f) ADJUSTED    1 2
 AD1249
 AD1249.Superseded values are not recommended for survey control.
 AD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1249.See file dsdata.txt to determine how the superseded data were derived.
 AD1249
 AD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ210915(NAD 83)
 AD1249_MARKER: DD = SURVEY DISK
 AD1249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1249_SP_SET: ABUTMENT
 AD1249_STAMPING: 14.98
 AD1249_MARK LOGO: FLHD  
 AD1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1249+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD1249
 AD1249  HISTORY     - Date     Condition        Report By
 AD1249  HISTORY     - UNK      MONUMENTED       FLHD
 AD1249  HISTORY     - 1966     GOOD             NGS
 AD1249  HISTORY     - 1979     GOOD             NGS
 AD1249  HISTORY     - 1984     GOOD             FLDNR
 AD1249  HISTORY     - 1987     GOOD             USPSQD
 AD1249  HISTORY     - 1988     GOOD             USPSQD
 AD1249  HISTORY     - 1989     GOOD             USPSQD
 AD1249  HISTORY     - 19920301 GOOD             NGS
 AD1249
 AD1249                          STATION DESCRIPTION
 AD1249
 AD1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1249'AT NAPLES.
 AD1249'AT NAPLES, ABOUT 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1249'THE COURTHOUSE, AT THE SOUTHEAST END OF THE NORTHWEST ONE OF
 AD1249'TWO HIGHWAY BRIDGES OVER GORDON RIVER, AT THE NORTHEAST CORNER
 AD1249'OF BRIDGE, 5.0 FEET NORTHEAST OF THE NORTHEAST CURB, 285 FEET
 AD1249'EAST OF BRIDGE, 5.0 FEET NORTHEAST OF THE NORTHEAST CURB, 285
 AD1249'FEET EAST OF AND ACROSS THE HIGHWAY FROM BENCH MARK 13.74 (S.R.D.)
 AD1249'DESCRIBED, IN TOP OF THE CONCRETE END POST, AND 3.2 FEET ABOVE THE
 AD1249'LEVEL OF THE SIDEWALK.
 AD1249
 AD1249                          STATION RECOVERY (1979)
 AD1249
 AD1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1984)
 AD1249
 AD1249'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1987)
 AD1249
 AD1249'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1988)
 AD1249
 AD1249'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1989)
 AD1249
 AD1249'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1992)
 AD1249
 AD1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1249'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1249'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE
 AD1249'WEST END OF THE NORTH CONCRETE BRIDGE RAIL OF BRIDGE NUMBER 030013,
 AD1249'7.0 M (23.0 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE
 AD1249'HIGHWAY, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD1249'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7619 ***********************************************************************
 AI7619  DESIGNATION -  1498 15
 AI7619  PID         -  AI7619
 AI7619  STATE/COUNTY-  FL/ALACHUA
 AI7619  USGS QUAD   -  CITRA (1984)
 AI7619
 AI7619                         *CURRENT SURVEY CONTROL
 AI7619  ___________________________________________________________________
 AI7619* NAD 83(1986)-  29 27 19.     (N)    082 07 14.     (W)     SCALED    
 AI7619* NAVD 88     -        19.331  (meters)      63.42   (feet)  ADJUSTED  
 AI7619  ___________________________________________________________________
 AI7619  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AI7619  DYNAMIC HT  -          19.305 (meters)      63.34  (feet)  COMP
 AI7619  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 AI7619
 AI7619  VERT ORDER  -  SECOND    CLASS I
 AI7619
 AI7619.The horizontal coordinates were scaled from a topographic map and have
 AI7619.an estimated accuracy of +/- 6 seconds.
 AI7619
 AI7619.The orthometric height was determined by differential leveling
 AI7619.and adjusted by the National Geodetic Survey in January 2001..
 AI7619
 AI7619.The geoid height was determined by GEOID03.
 AI7619
 AI7619.The dynamic height is computed by dividing the NAVD 88
 AI7619.geopotential number by the normal gravity value computed on the
 AI7619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7619.degrees latitude (g = 980.6199 gals.).
 AI7619
 AI7619.The modeled gravity was interpolated from observed gravity values.
 AI7619
 AI7619;                    North         East    Units  Estimated Accuracy
 AI7619;SPC FL N     -    52,880.      830,820.      MT  (+/- 180 meters Scaled)
 AI7619
 AI7619                          SUPERSEDED SURVEY CONTROL
 AI7619
 AI7619.No superseded survey control is available for this station.
 AI7619
 AI7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN913589(NAD 83)
 AI7619_MARKER: DD = SURVEY DISK
 AI7619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7619_SP_SET: HEADWALL
 AI7619_STAMPING: BM 1498-15
 AI7619_MARK LOGO: SJRWMD
 AI7619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7619+STABILITY: SURFACE MOTION
 AI7619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7619+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AI7619
 AI7619  HISTORY     - Date     Condition        Report By
 AI7619  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7619  HISTORY     - 19980601 GOOD             FLDEP
 AI7619
 AI7619                          STATION DESCRIPTION
 AI7619
 AI7619'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7619'THE MARK IS ABOUT 20.0 MI (32.2 KM) NORTH OF OCALA, 4.0 MI (6.4 KM)
 AI7619'SOUTH OF LOCHLOOSA, 3.0 MI (4.8 KM) NORTH OF CITRA ON COUNTY ROAD 325
 AI7619'IN SECTION 9, TOWNSHIP 12 SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM
 AI7619'THE POST OFFICE IN CITRA, GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08
 AI7619'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200), TURN
 AI7619'RIGHT ON U.S. HIGHWAY 301 (STATE ROAD 200) AND GO NORTH FOR 2.55 MI
 AI7619'(4.10 KM) TO THE JUNCTION OF COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON
 AI7619'COUNTY ROAD 325 AND GO WESTERLY FOR 0.7 MI (1.1 KM) TO THE MARK ON THE
 AI7619'LEFT, A SJRWMD DISK SET IN THE TOP OF A CONCRETE HEADWALL FLUSH WITH
 AI7619'THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF COUNTY ROAD 325.
 AI7619'LOCATED 18.8 FT (5.7 M) NORTH OF A FENCE, 16.0 FT (4.9 M) SOUTH OF THE
 AI7619'CENTERLINE OF COUNTY ROAD 325, 7.0 FT (2.1 M) EAST OF THE WEST END OF
 AI7619'THE HEADWALL AND 6.4 FT (2.0 M) WEST OF THE EAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1637 ***********************************************************************
 AK1637  DESIGNATION -  15
 AK1637  PID         -  AK1637
 AK1637  STATE/COUNTY-  FL/POLK
 AK1637  USGS QUAD   -  DAVENPORT (1985)
 AK1637
 AK1637                         *CURRENT SURVEY CONTROL
 AK1637  ___________________________________________________________________
 AK1637* NAD 83(1986)-  28 09 57.     (N)    081 36 03.     (W)     SCALED    
 AK1637* NAVD 88     -        39.646  (meters)     130.07   (feet)  ADJUSTED  
 AK1637  ___________________________________________________________________
 AK1637  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AK1637  DYNAMIC HT  -          39.586 (meters)     129.88  (feet)  COMP
 AK1637  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 AK1637
 AK1637  VERT ORDER  -  FIRST     CLASS II
 AK1637
 AK1637.The horizontal coordinates were scaled from a topographic map and have
 AK1637.an estimated accuracy of +/- 6 seconds.
 AK1637
 AK1637.The orthometric height was determined by differential leveling
 AK1637.and adjusted by the National Geodetic Survey in June 1991..
 AK1637
 AK1637.The geoid height was determined by GEOID03.
 AK1637
 AK1637.The dynamic height is computed by dividing the NAVD 88
 AK1637.geopotential number by the normal gravity value computed on the
 AK1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1637.degrees latitude (g = 980.6199 gals.).
 AK1637
 AK1637.The modeled gravity was interpolated from observed gravity values.
 AK1637
 AK1637;                    North         East    Units  Estimated Accuracy
 AK1637;SPC FL W     -   424,650.      239,200.      MT  (+/- 180 meters Scaled)
 AK1637
 AK1637                          SUPERSEDED SURVEY CONTROL
 AK1637
 AK1637  NGVD 29 (??/??/92)   39.903  (m)          130.92   (f) ADJ UNCH    1 2
 AK1637
 AK1637.Superseded values are not recommended for survey control.
 AK1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1637.See file dsdata.txt to determine how the superseded data were derived.
 AK1637
 AK1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM410157(NAD 83)
 AK1637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AK1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1637_SP_SET: PLATFORM
 AK1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1637
 AK1637  HISTORY     - Date     Condition        Report By
 AK1637  HISTORY     - UNK      MONUMENTED       FLHD
 AK1637  HISTORY     - 1958     MARK NOT FOUND   NGS
 AK1637  HISTORY     - 20030915 MARK NOT FOUND   FL-105
 AK1637  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AK1637
 AK1637                          STATION DESCRIPTION
 AK1637
 AK1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AK1637'0.5 MI N FROM DAVENPORT.
 AK1637'0.5 MILE NORTH OF THE ATLANTIC COAST LINE RAILROAD STATION AT
 AK1637'DAVENPORT, POLK COUNTY, AT THE SOUTHEAST CORNER OF THE PACKING
 AK1637'AND CANNING PLANT OF THE HOLY HILL FRUIT PRODUCTS CO., AT THE
 AK1637'EDGE OF THE LOADING PLATFORM, AND ON THE SOUTH END OF AN 8-INCH
 AK1637'CHANNEL IRON.  THE UPPER SURFACE OF THE CHANNEL BEAM.
 AK1637
 AK1637                          STATION RECOVERY (2003)
 AK1637
 AK1637'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK1637'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1637'DEPARTMENT.
 AK1637
 AK1637                          STATION RECOVERY (2005)
 AK1637
 AK1637'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AK1637'NEW BUILDING ADDED TO FACTORY AND NO MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3549 ***********************************************************************
 BE3549  DESIGNATION -  15
 BE3549  PID         -  BE3549
 BE3549  STATE/COUNTY-  FL/BAY
 BE3549  USGS QUAD   -  ALLANTON (1992)
 BE3549
 BE3549                         *CURRENT SURVEY CONTROL
 BE3549  ___________________________________________________________________
 BE3549* NAD 83(1990)-  30 01 09.51956(N)    085 27 02.27015(W)     ADJUSTED  
 BE3549* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BE3549  ___________________________________________________________________
 BE3549  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BE3549  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3549
 BE3549  HORZ ORDER  -  SECOND
 BE3549
 BE3549.The horizontal coordinates were established by classical geodetic methods
 BE3549.and adjusted by the National Geodetic Survey in May 1991..
 BE3549
 BE3549.The orthometric height was scaled from a topographic map.
 BE3549
 BE3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3549
 BE3549.The geoid height was determined by GEOID03.
 BE3549
 BE3549;                    North         East     Units Scale Factor Converg.
 BE3549;SPC FL N     -   113,370.067   508,300.441   MT  0.99995175   -0 28 39.8
 BE3549;SPC FL N     -   371,948.29  1,667,649.03   sFT  0.99995175   -0 28 39.8
 BE3549;UTM  16      - 3,321,936.009   649,413.315   MT  0.99987543   +0 46 31.0
 BE3549
 BE3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3549!SPC FL N     -   1.00000420  x   0.99995175  =   0.99995595
 BE3549!UTM  16      -   1.00000420  x   0.99987543  =   0.99987963
 BE3549
 BE3549:                Primary Azimuth Mark                     Grid Az
 BE3549:SPC FL N     -  14                                       014 41 10.7
 BE3549:UTM  16      -  14                                       013 25 59.9
 BE3549
 BE3549|---------------------------------------------------------------------|
 BE3549| PID    Reference Object                     Distance      Geod. Az  |
 BE3549|                                                           dddmmss.s |
 BE3549| BE3542 14                                  APPROX. 3.4 KM 0141230.9 |
 BE3549| CW2613 15 RM 1                              21.410 METERS 19501     |
 BE3549| CW2614 15 RM 2                              35.410 METERS 25141     |
 BE3549|---------------------------------------------------------------------|
 BE3549
 BE3549                          SUPERSEDED SURVEY CONTROL
 BE3549
 BE3549  NAD 83(1986)-  30 01 09.53038(N)    085 27 02.28454(W) AD(       ) 2
 BE3549  NAD 27      -  30 01 08.79600(N)    085 27 02.56700(W) AD(       ) 2
 BE3549
 BE3549.Superseded values are not recommended for survey control.
 BE3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3549.See file dsdata.txt to determine how the superseded data were derived.
 BE3549
 BE3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4941321936(NAD 83)
 BE3549_MARKER: Z = SEE DESCRIPTION
 BE3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3549
 BE3549  HISTORY     - Date     Condition        Report By
 BE3549  HISTORY     - 1934     MONUMENTED       USE
 BE3549  HISTORY     - 1946     GOOD             CGS
 BE3549  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3549
 BE3549                          STATION DESCRIPTION
 BE3549
 BE3549'DESCRIBED BY US ENGINEERS 1934 (WDP)
 BE3549'STATION IS LOCATED ON THE S SHORE OF EAST BAY ABOUT 1 MILE E
 BE3549'OF FARMDALE, ON A SMALL POINT.  ABOUT 7 METERS FROM
 BE3549'HIGH-WATER LINE.  AND IS MARKED BY A 4-INCH SQUARE CONCRETE POST
 BE3549'WITH A BRASS PIN IN THE CENTER, PROJECTING 5 INCHES ABOVE THE
 BE3549'SURFACE OF THE GROUND.  THE STATION HAS TWO REFERENCE MARKS
 BE3549'STAMPED U.S.E.D. 15, 1934 NO. 1 AND U.S.E.D. 15, 1934 NO. 2.
 BE3549'
 BE3549'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3549'CONCRETE, IN THE TOP OF A TILE.
 BE3549'
 BE3549'HEIGHT OF LIGHT ABOVE STATION MARK 21.5 METERS.
 BE3549
 BE3549                          STATION RECOVERY (1946)
 BE3549
 BE3549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3549'PUBLISHED DESCRIPTION ADEQUATE, ALL MARKS FOUND IN GOOD
 BE3549'CONDITION.  DISTANCES TO REFERENCE MARKS TAPED AND FOUND CORRECT.
 BE3549
 BE3549                          STATION RECOVERY (1995)
 BE3549
 BE3549'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0023 ***********************************************************************
 AG0023  DESIGNATION -  15 68 B 02 FLDT
 AG0023  PID         -  AG0023
 AG0023  STATE/COUNTY-  FL/PINELLAS
 AG0023  USGS QUAD   -  SEMINOLE (1995)
 AG0023
 AG0023                         *CURRENT SURVEY CONTROL
 AG0023  ___________________________________________________________________
 AG0023* NAD 83(1986)-  27 48 01.     (N)    082 48 05.     (W)     SCALED    
 AG0023* NAVD 88     -         1.472  (meters)       4.83   (feet)  ADJUSTED  
 AG0023  ___________________________________________________________________
 AG0023  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0023  DYNAMIC HT  -           1.470 (meters)       4.82  (feet)  COMP
 AG0023  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AG0023
 AG0023  VERT ORDER  -  SECOND    CLASS II
 AG0023
 AG0023.The horizontal coordinates were scaled from a topographic map and have
 AG0023.an estimated accuracy of +/- 6 seconds.
 AG0023
 AG0023.The orthometric height was determined by differential leveling
 AG0023.and adjusted by the National Geodetic Survey in June 1991..
 AG0023
 AG0023.The geoid height was determined by GEOID03.
 AG0023
 AG0023.The dynamic height is computed by dividing the NAVD 88
 AG0023.geopotential number by the normal gravity value computed on the
 AG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0023.degrees latitude (g = 980.6199 gals.).
 AG0023
 AG0023.The modeled gravity was interpolated from observed gravity values.
 AG0023
 AG0023;                    North         East    Units  Estimated Accuracy
 AG0023;SPC FL W     -   384,340.      121,030.      MT  (+/- 180 meters Scaled)
 AG0023
 AG0023                          SUPERSEDED SURVEY CONTROL
 AG0023
 AG0023  NGVD 29 (??/??/92)    1.741  (m)            5.71   (f) ADJ UNCH    2 2
 AG0023
 AG0023.Superseded values are not recommended for survey control.
 AG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0023.See file dsdata.txt to determine how the superseded data were derived.
 AG0023
 AG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL225763(NAD 83)
 AG0023_MARKER: DS = TRIANGULATION STATION DISK
 AG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0023_STAMPING: 15-68-B02
 AG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0023+STABILITY: SURFACE MOTION
 AG0023
 AG0023  HISTORY     - Date     Condition        Report By
 AG0023  HISTORY     - UNK      MONUMENTED       FLDT
 AG0023  HISTORY     - 1976     GOOD             FLDT
 AG0023  HISTORY     - 1977     GOOD             FL-103
 AG0023
 AG0023                          STATION DESCRIPTION
 AG0023
 AG0023'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0023'AT MADIERA BEACH.
 AG0023'STATION IS AT THE INTERSECTION OF GULF BLVD. (S.R. 699) AND
 AG0023'WELCH CAUSEWAY (S.R. 699), IN TRIANGULAR MEDIAN, 36.0 FT. NE
 AG0023'OF THE CENTERLINE OF GULF BLVD., 10.5 FT. NW OF THE CENTERLINE
 AG0023'OF MADIERA BEACH CAUSEWAY, 1.5 FT. NE OF THE BACK OF CURB,
 AG0023'1.7 FT. NW OF THE BACK OF CURB.  SET IN TOP OF A CONCRETE POST
 AG0023'THAT IS 4 INCHES BELOW THE GROUND.  SECTION 9, T31S, R15E.
 AG0023
 AG0023                          STATION RECOVERY (1977)
 AG0023
 AG0023'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0025 ***********************************************************************
 AG0025  DESIGNATION -  15 71 B 02 FLDT
 AG0025  PID         -  AG0025
 AG0025  STATE/COUNTY-  FL/PINELLAS
 AG0025  USGS QUAD   -  SEMINOLE (1995)
 AG0025
 AG0025                         *CURRENT SURVEY CONTROL
 AG0025  ___________________________________________________________________
 AG0025* NAD 83(1986)-  27 48 49.     (N)    082 46 29.     (W)     SCALED    
 AG0025* NAVD 88     -         2.781  (meters)       9.12   (feet)  ADJUSTED  
 AG0025  ___________________________________________________________________
 AG0025  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG0025  DYNAMIC HT  -           2.777 (meters)       9.11  (feet)  COMP
 AG0025  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AG0025
 AG0025  VERT ORDER  -  SECOND    CLASS II
 AG0025
 AG0025.The horizontal coordinates were scaled from a topographic map and have
 AG0025.an estimated accuracy of +/- 6 seconds.
 AG0025
 AG0025.The orthometric height was determined by differential leveling
 AG0025.and adjusted by the National Geodetic Survey in June 1991..
 AG0025
 AG0025.The geoid height was determined by GEOID03.
 AG0025
 AG0025.The dynamic height is computed by dividing the NAVD 88
 AG0025.geopotential number by the normal gravity value computed on the
 AG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0025.degrees latitude (g = 980.6199 gals.).
 AG0025
 AG0025.The modeled gravity was interpolated from observed gravity values.
 AG0025
 AG0025;                    North         East    Units  Estimated Accuracy
 AG0025;SPC FL W     -   385,800.      123,670.      MT  (+/- 180 meters Scaled)
 AG0025
 AG0025                          SUPERSEDED SURVEY CONTROL
 AG0025
 AG0025  NGVD 29 (??/??/92)    3.049  (m)           10.00   (f) ADJ UNCH    2 2
 AG0025
 AG0025.Superseded values are not recommended for survey control.
 AG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0025.See file dsdata.txt to determine how the superseded data were derived.
 AG0025
 AG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251778(NAD 83)
 AG0025_MARKER: DS = TRIANGULATION STATION DISK
 AG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0025_STAMPING: 15-71-B02
 AG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0025+STABILITY: SURFACE MOTION
 AG0025
 AG0025  HISTORY     - Date     Condition        Report By
 AG0025  HISTORY     - UNK      MONUMENTED       FLDT
 AG0025  HISTORY     - 1976     GOOD             FLDT
 AG0025  HISTORY     - 1977     GOOD             FL-103
 AG0025
 AG0025                          STATION DESCRIPTION
 AG0025
 AG0025'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0025'2.5 MI SE FROM SEMINOLE.
 AG0025'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0025'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN
 AG0025'WESTERLY ON U.S. ALT. 19 FOR 1.25 MILE.  STATION ON LEFT, 54.4 FT.
 AG0025'SOUTH OF THE CENTERLINE OF U.S. ALT. 19, 104.8 FT. S/SE OF POWER
 AG0025'POLE, NUMBER 102510, 87.0 FT. NE OF A 30 INCH PINE TREE, 62.0 FT.
 AG0025'NW OF A 15 INCH PINE TREE, 32.7 FT. SOUTH OF EDGE OF PAVEMENT, 10.2
 AG0025'FT. NORTH OF 3 FT. CONCRETE BLOCK WALL.  SET IN TOP OF A CONCRETE
 AG0025'POST THAT IS 4 INCHES BELOW THE GROUND.  SECTION 2, T 31S, R 15E.
 AG0025
 AG0025                          STATION RECOVERY (1977)
 AG0025
 AG0025'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6993 ***********************************************************************
 AG6993  DESIGNATION -  15 71 B 05 FLDT
 AG6993  PID         -  AG6993
 AG6993  STATE/COUNTY-  FL/PINELLAS
 AG6993  USGS QUAD   -  SEMINOLE (1995)
 AG6993
 AG6993                         *CURRENT SURVEY CONTROL
 AG6993  ___________________________________________________________________
 AG6993* NAD 83(1986)-  27 49 23.     (N)    082 47 13.     (W)     SCALED    
 AG6993* NAVD 88     -        10.222  (meters)      33.54   (feet)  ADJUSTED  
 AG6993  ___________________________________________________________________
 AG6993  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG6993  DYNAMIC HT  -          10.207 (meters)      33.49  (feet)  COMP
 AG6993  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG6993
 AG6993  VERT ORDER  -  SECOND    CLASS II
 AG6993
 AG6993.The horizontal coordinates were scaled from a topographic map and have
 AG6993.an estimated accuracy of +/- 6 seconds.
 AG6993
 AG6993.The orthometric height was determined by differential leveling
 AG6993.and adjusted by the National Geodetic Survey in June 1991..
 AG6993
 AG6993.The geoid height was determined by GEOID03.
 AG6993
 AG6993.The dynamic height is computed by dividing the NAVD 88
 AG6993.geopotential number by the normal gravity value computed on the
 AG6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6993.degrees latitude (g = 980.6199 gals.).
 AG6993
 AG6993.The modeled gravity was interpolated from observed gravity values.
 AG6993
 AG6993;                    North         East    Units  Estimated Accuracy
 AG6993;SPC FL W     -   386,850.      122,470.      MT  (+/- 180 meters Scaled)
 AG6993
 AG6993                          SUPERSEDED SURVEY CONTROL
 AG6993
 AG6993  NGVD 29 (??/??/92)   10.489  (m)           34.41   (f) ADJ UNCH    2 2
 AG6993
 AG6993.Superseded values are not recommended for survey control.
 AG6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6993.See file dsdata.txt to determine how the superseded data were derived.
 AG6993
 AG6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240788(NAD 83)
 AG6993_MARKER: DE = TRAVERSE STATION DISK
 AG6993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6993_SP_SET: CONCRETE POST
 AG6993_STAMPING: 15-71-B05
 AG6993_PROJECTION: RECESSED 5 CENTIMETERS
 AG6993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6993+STABILITY: SURFACE MOTION
 AG6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6993+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2001
 AG6993
 AG6993  HISTORY     - Date     Condition        Report By
 AG6993  HISTORY     - UNK      MONUMENTED       FLDT
 AG6993  HISTORY     - 1977     GOOD             FL-103
 AG6993  HISTORY     - 1983     GOOD             LOCSUR
 AG6993  HISTORY     - 20011230 GOOD             USPSQD
 AG6993
 AG6993                          STATION DESCRIPTION
 AG6993
 AG6993'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6993'IN SEMINOLE.
 AG6993'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6993'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN SOUTHERLY ON
 AG6993'U.S. ALT. HWY. 19 FOR 1.20 MILES TO THE INTERSECTION OF PINEAPPLE RD.
 AG6993'STATION IN MEDIAN STRIP, 4.0 FT. EAST OF THE CENTERLINE OF U.S. ALT.
 AG6993'HWY. 19, 39.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF PINEAPPLE RD.,
 AG6993'59.5 FT. N.W. OF A POWER POLE NUMBER 1A-35590 R, 6.0 FT. SOUTH OF THE
 AG6993'BACK OF CURB OF THE NORTH END OF TRAFFIC MEDIAN STRIP. SET IN THE TOP
 AG6993'OF A CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.
 AG6993
 AG6993                          STATION RECOVERY (1983)
 AG6993
 AG6993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG6993'RECOVERED IN GOOD CONDITION.
 AG6993
 AG6993                          STATION RECOVERY (2001)
 AG6993
 AG6993'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6995 ***********************************************************************
 AG6995  DESIGNATION -  15 71 B 06 FLDT
 AG6995  PID         -  AG6995
 AG6995  STATE/COUNTY-  FL/PINELLAS
 AG6995  USGS QUAD   -  SEMINOLE (1995)
 AG6995
 AG6995                         *CURRENT SURVEY CONTROL
 AG6995  ___________________________________________________________________
 AG6995* NAD 83(1986)-  27 49 43.     (N)    082 47 13.     (W)     SCALED    
 AG6995* NAVD 88     -        11.579  (meters)      37.99   (feet)  ADJUSTED  
 AG6995  ___________________________________________________________________
 AG6995  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG6995  DYNAMIC HT  -          11.563 (meters)      37.94  (feet)  COMP
 AG6995  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 AG6995
 AG6995  VERT ORDER  -  SECOND    CLASS II
 AG6995
 AG6995.The horizontal coordinates were scaled from a topographic map and have
 AG6995.an estimated accuracy of +/- 6 seconds.
 AG6995
 AG6995.The orthometric height was determined by differential leveling
 AG6995.and adjusted by the National Geodetic Survey in June 1991..
 AG6995
 AG6995.The geoid height was determined by GEOID03.
 AG6995
 AG6995.The dynamic height is computed by dividing the NAVD 88
 AG6995.geopotential number by the normal gravity value computed on the
 AG6995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6995.degrees latitude (g = 980.6199 gals.).
 AG6995
 AG6995.The modeled gravity was interpolated from observed gravity values.
 AG6995
 AG6995;                    North         East    Units  Estimated Accuracy
 AG6995;SPC FL W     -   387,470.      122,480.      MT  (+/- 180 meters Scaled)
 AG6995
 AG6995                          SUPERSEDED SURVEY CONTROL
 AG6995
 AG6995  NGVD 29 (??/??/92)   11.846  (m)           38.86   (f) ADJ UNCH    2 2
 AG6995
 AG6995.Superseded values are not recommended for survey control.
 AG6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6995.See file dsdata.txt to determine how the superseded data were derived.
 AG6995
 AG6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240794(NAD 83)
 AG6995_MARKER: DE = TRAVERSE STATION DISK
 AG6995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6995_SP_SET: CONCRETE POST
 AG6995_STAMPING: 15-71-B06
 AG6995_PROJECTION: RECESSED 5 CENTIMETERS
 AG6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6995+STABILITY: SURFACE MOTION
 AG6995
 AG6995  HISTORY     - Date     Condition        Report By
 AG6995  HISTORY     - UNK      MONUMENTED       FLDT
 AG6995  HISTORY     - 1977     GOOD             FL-103
 AG6995  HISTORY     - 1983     GOOD             USPSQD
 AG6995  HISTORY     - 20011230 POOR             USPSQD
 AG6995
 AG6995                          STATION DESCRIPTION
 AG6995
 AG6995'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6995'IN SEMINOLE.
 AG6995'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6995'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN SOUTHERLY ON
 AG6995'U.S. ALT. HWY. 19 FOR 0.85 MILE TO THE INTERSECTION OF 61ST AVE. N.
 AG6995'STATION IN MEDIAN STRIP, 2.0 FT. EAST OF THE CENTERLINE OF U.S. ALT.
 AG6995'HWY. 19, 80.0 FT. NORTH OF THE CENTERLINE OF 61ST AVE. N., 53.0 FT.
 AG6995'NORTH OF THE SOUTH END OF A TRAFFIC ISLAND, 67.0 FT. E.S.E. OF THE
 AG6995'S.E. CORNER OF A SINGLE-STORY BLOCK BUILDING 6154 U.S. ALT. HWY. 19,
 AG6995'3.0 FT. WEST OF THE BACK OF CURB, 7.4 FT. EAST OF THE BACK OF CURB.
 AG6995'SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.
 AG6995
 AG6995                          STATION RECOVERY (1983)
 AG6995
 AG6995'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6995'RECOVERED IN GOOD CONDITION.
 AG6995
 AG6995                          STATION RECOVERY (2001)
 AG6995
 AG6995'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6995'MONUMENT IS LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6998 ***********************************************************************
 AG6998  DESIGNATION -  15 71 B 08 FLDT
 AG6998  PID         -  AG6998
 AG6998  STATE/COUNTY-  FL/PINELLAS
 AG6998  USGS QUAD   -  SEMINOLE (1995)
 AG6998
 AG6998                         *CURRENT SURVEY CONTROL
 AG6998  ___________________________________________________________________
 AG6998* NAD 83(1986)-  27 50 28.     (N)    082 47 13.     (W)     SCALED    
 AG6998* NAVD 88     -         7.687  (meters)      25.22   (feet)  ADJUSTED  
 AG6998  ___________________________________________________________________
 AG6998  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG6998  DYNAMIC HT  -           7.675 (meters)      25.18  (feet)  COMP
 AG6998  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AG6998
 AG6998  VERT ORDER  -  SECOND    CLASS II
 AG6998
 AG6998.The horizontal coordinates were scaled from a topographic map and have
 AG6998.an estimated accuracy of +/- 6 seconds.
 AG6998
 AG6998.The orthometric height was determined by differential leveling
 AG6998.and adjusted by the National Geodetic Survey in June 1991..
 AG6998
 AG6998.The geoid height was determined by GEOID03.
 AG6998
 AG6998.The dynamic height is computed by dividing the NAVD 88
 AG6998.geopotential number by the normal gravity value computed on the
 AG6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6998.degrees latitude (g = 980.6199 gals.).
 AG6998
 AG6998.The modeled gravity was interpolated from observed gravity values.
 AG6998
 AG6998;                    North         East    Units  Estimated Accuracy
 AG6998;SPC FL W     -   388,850.      122,490.      MT  (+/- 180 meters Scaled)
 AG6998
 AG6998                          SUPERSEDED SURVEY CONTROL
 AG6998
 AG6998  NGVD 29 (??/??/92)    7.952  (m)           26.09   (f) ADJ UNCH    2 2
 AG6998
 AG6998.Superseded values are not recommended for survey control.
 AG6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6998.See file dsdata.txt to determine how the superseded data were derived.
 AG6998
 AG6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240808(NAD 83)
 AG6998_MARKER: DE = TRAVERSE STATION DISK
 AG6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6998_SP_SET: CONCRETE POST
 AG6998_STAMPING: 15-71-B08
 AG6998_PROJECTION: RECESSED 3 CENTIMETERS
 AG6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6998+STABILITY: SURFACE MOTION
 AG6998
 AG6998  HISTORY     - Date     Condition        Report By
 AG6998  HISTORY     - UNK      MONUMENTED       FLDT
 AG6998  HISTORY     - 1977     GOOD             FL-103
 AG6998  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG6998  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG6998
 AG6998                          STATION DESCRIPTION
 AG6998
 AG6998'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6998'IN SEMINOLE.
 AG6998'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6998'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN NORTHERLY ON
 AG6998'U.S. ALT. HWY. 19 FOR 0.05 MILE TO THE INTERSECTION OF LAKE DR.
 AG6998'STATION ON LEFT, IN MEDIAN STRIP, 4.0 FT. EAST OF THE CENTERLINE OF
 AG6998'U.S. ALT. HWY. 19, 49.0 FT. NORTH OF THE EXTENDED CENTERLINE OF LAKE
 AG6998'DR., 88.0 FT. E.N.E. OF THE S.E. CORNER OF A SINGLE STORY BLOCK BLDG.
 AG6998'7520 U.S. ALT. HWY. 19, 9.6 FT. NORTH OF THE SOUTH END OF MEDIAN STRIP
 AG6998'1.1 FT. WEST OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST
 AG6998'THAT IS 1 INCH BELOW THE GROUND.
 AG6998
 AG6998                          STATION RECOVERY (1983)
 AG6998
 AG6998'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6998'MARK NOT FOUND.
 AG6998
 AG6998                          STATION RECOVERY (2001)
 AG6998
 AG6998'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6999 ***********************************************************************
 AG6999  DESIGNATION -  15 71 B 09 FLDT
 AG6999  PID         -  AG6999
 AG6999  STATE/COUNTY-  FL/PINELLAS
 AG6999  USGS QUAD   -  SEMINOLE (1995)
 AG6999
 AG6999                         *CURRENT SURVEY CONTROL
 AG6999  ___________________________________________________________________
 AG6999* NAD 83(1986)-  27 50 41.     (N)    082 47 13.     (W)     SCALED    
 AG6999* NAVD 88     -         6.876  (meters)      22.56   (feet)  ADJUSTED  
 AG6999  ___________________________________________________________________
 AG6999  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG6999  DYNAMIC HT  -           6.866 (meters)      22.53  (feet)  COMP
 AG6999  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AG6999
 AG6999  VERT ORDER  -  SECOND    CLASS II
 AG6999
 AG6999.The horizontal coordinates were scaled from a topographic map and have
 AG6999.an estimated accuracy of +/- 6 seconds.
 AG6999
 AG6999.The orthometric height was determined by differential leveling
 AG6999.and adjusted by the National Geodetic Survey in June 1991..
 AG6999
 AG6999.The geoid height was determined by GEOID03.
 AG6999
 AG6999.The dynamic height is computed by dividing the NAVD 88
 AG6999.geopotential number by the normal gravity value computed on the
 AG6999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6999.degrees latitude (g = 980.6199 gals.).
 AG6999
 AG6999.The modeled gravity was interpolated from observed gravity values.
 AG6999
 AG6999;                    North         East    Units  Estimated Accuracy
 AG6999;SPC FL W     -   389,250.      122,490.      MT  (+/- 180 meters Scaled)
 AG6999
 AG6999                          SUPERSEDED SURVEY CONTROL
 AG6999
 AG6999  NGVD 29 (??/??/92)    7.142  (m)           23.43   (f) ADJ UNCH    2 2
 AG6999
 AG6999.Superseded values are not recommended for survey control.
 AG6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6999.See file dsdata.txt to determine how the superseded data were derived.
 AG6999
 AG6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240812(NAD 83)
 AG6999_MARKER: DE = TRAVERSE STATION DISK
 AG6999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6999_SP_SET: CONCRETE POST
 AG6999_STAMPING: 15-71-B09
 AG6999_PROJECTION: RECESSED 5 CENTIMETERS
 AG6999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6999+STABILITY: SURFACE MOTION
 AG6999
 AG6999  HISTORY     - Date     Condition        Report By
 AG6999  HISTORY     - UNK      MONUMENTED       FLDT
 AG6999  HISTORY     - 1977     GOOD             FL-103
 AG6999  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG6999
 AG6999                          STATION DESCRIPTION
 AG6999
 AG6999'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6999'IN SEMINOLE.
 AG6999'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6999'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN NORTHERLY ON
 AG6999'U.S. ALT. HWY. 19 FOR 0.35 MILE TO THE INTERSECTION OF TEMPLE TERRACE.
 AG6999'STATION ON LEFT, IN MEDIAN STRIP, 0.8 FT. WEST OF THE CENTERLINE OF
 AG6999'U.S. ALT. HWY. 19, 68.0 FT. NORTH OF THE CENTERLINE OF TEMPLE TERRACE,
 AG6999'77.6 FT. S.E. OF A CONCRETE LIGHT POLE NUMBER 1-91868 5.0 FT. EAST
 AG6999'OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS 2
 AG6999'INCHES BELOW THE GROUND.
 AG6999
 AG6999                          STATION RECOVERY (2001)
 AG6999
 AG6999'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0024 ***********************************************************************
 AG0024  DESIGNATION -  15 71 B 14 FLDT
 AG0024  PID         -  AG0024
 AG0024  STATE/COUNTY-  FL/PINELLAS
 AG0024  USGS QUAD   -  SEMINOLE (1995)
 AG0024
 AG0024                         *CURRENT SURVEY CONTROL
 AG0024  ___________________________________________________________________
 AG0024* NAD 83(1986)-  27 49 01.     (N)    082 47 11.     (W)     SCALED    
 AG0024* NAVD 88     -         4.690  (meters)      15.39   (feet)  ADJUSTED  
 AG0024  ___________________________________________________________________
 AG0024  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG0024  DYNAMIC HT  -           4.683 (meters)      15.36  (feet)  COMP
 AG0024  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AG0024
 AG0024  VERT ORDER  -  SECOND    CLASS II
 AG0024
 AG0024.The horizontal coordinates were scaled from a topographic map and have
 AG0024.an estimated accuracy of +/- 6 seconds.
 AG0024
 AG0024.The orthometric height was determined by differential leveling
 AG0024.and adjusted by the National Geodetic Survey in June 1991..
 AG0024
 AG0024.The geoid height was determined by GEOID03.
 AG0024
 AG0024.The dynamic height is computed by dividing the NAVD 88
 AG0024.geopotential number by the normal gravity value computed on the
 AG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0024.degrees latitude (g = 980.6199 gals.).
 AG0024
 AG0024.The modeled gravity was interpolated from observed gravity values.
 AG0024
 AG0024;                    North         East    Units  Estimated Accuracy
 AG0024;SPC FL W     -   386,170.      122,520.      MT  (+/- 180 meters Scaled)
 AG0024
 AG0024                          SUPERSEDED SURVEY CONTROL
 AG0024
 AG0024  NGVD 29 (??/??/92)    4.958  (m)           16.27   (f) ADJ UNCH    2 2
 AG0024
 AG0024.Superseded values are not recommended for survey control.
 AG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0024.See file dsdata.txt to determine how the superseded data were derived.
 AG0024
 AG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240782(NAD 83)
 AG0024_MARKER: DS = TRIANGULATION STATION DISK
 AG0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0024_STAMPING: 15-71-B14
 AG0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0024+STABILITY: SURFACE MOTION
 AG0024
 AG0024  HISTORY     - Date     Condition        Report By
 AG0024  HISTORY     - UNK      MONUMENTED       FLDT
 AG0024  HISTORY     - 1976     GOOD             FLDT
 AG0024  HISTORY     - 1977     GOOD             FLDT
 AG0024  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0024  HISTORY     - 20020108 MARK NOT FOUND   USPSQD
 AG0024
 AG0024                          STATION DESCRIPTION
 AG0024
 AG0024'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0024'0.6 MI E FROM MADIERA BEACH.
 AG0024'TO REACH THE STATION FROM THE INTERSECTION OF GULF BLVD. (S.R.
 AG0024'699) AND WELCH CAUSEWAY (S.R. 699), RUN EASTERLY ON WELCH CAUSEWAY
 AG0024'FOR 1.3 MILE TO TRIANGULAR INTERSECTION OF S.R. 699 AND U.S. ALT.
 AG0024'19, THENCE RUN NORTH ALONG U.S. ALT. 19 FOR 300 FT. STATION ON
 AG0024'RIGHT, IN GRASS TRIANGULAR MEDIAN, 29.6 FT. EAST OF THE CENTERLINE
 AG0024'OF SEMINOLE DRIVE, 46.6 FT. SOUTH OF THE EXTENDED CENTERLINE OF
 AG0024'47TH AVENUE NORTH, 15.6 FT. SW OF THE BACK OF CURB, 12.0 FT. EAST
 AG0024'OF THE BACK OF CURB.  SET IN TOP OF A CONCRETE POST THAT IS 3
 AG0024'INCHES BELOW THE GROUND.  SECTION 3, T 31S, R 15E.
 AG0024
 AG0024                          STATION RECOVERY (1977)
 AG0024
 AG0024'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 AG0024'RECOVERED IN GOOD CONDITION.
 AG0024
 AG0024                          STATION RECOVERY (1990)
 AG0024
 AG0024'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0024'MARK NOT FOUND.
 AG0024
 AG0024                          STATION RECOVERY (2002)
 AG0024
 AG0024'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 AG0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0030 ***********************************************************************
 AG0030  DESIGNATION -  15 72 A 02 FLDT
 AG0030  PID         -  AG0030
 AG0030  STATE/COUNTY-  FL/PINELLAS
 AG0030  USGS QUAD   -  GANDY BRIDGE (1987)
 AG0030
 AG0030                         *CURRENT SURVEY CONTROL
 AG0030  ___________________________________________________________________
 AG0030* NAD 83(1986)-  27 52 37.     (N)    082 35 29.     (W)     SCALED    
 AG0030* NAVD 88     -         1.423  (meters)       4.67   (feet)  ADJUSTED  
 AG0030  ___________________________________________________________________
 AG0030  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG0030  DYNAMIC HT  -           1.421 (meters)       4.66  (feet)  COMP
 AG0030  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 AG0030
 AG0030  VERT ORDER  -  SECOND    CLASS II
 AG0030
 AG0030.The horizontal coordinates were scaled from a topographic map and have
 AG0030.an estimated accuracy of +/- 6 seconds.
 AG0030
 AG0030.The orthometric height was determined by differential leveling
 AG0030.and adjusted by the National Geodetic Survey in June 1991..
 AG0030
 AG0030.The geoid height was determined by GEOID03.
 AG0030
 AG0030.The dynamic height is computed by dividing the NAVD 88
 AG0030.geopotential number by the normal gravity value computed on the
 AG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0030.degrees latitude (g = 980.6199 gals.).
 AG0030
 AG0030.The modeled gravity was interpolated from observed gravity values.
 AG0030
 AG0030;                    North         East    Units  Estimated Accuracy
 AG0030;SPC FL W     -   392,710.      141,770.      MT  (+/- 180 meters Scaled)
 AG0030
 AG0030                          SUPERSEDED SURVEY CONTROL
 AG0030
 AG0030  NGVD 29 (??/??/92)    1.691  (m)            5.55   (f) ADJ UNCH    2 2
 AG0030
 AG0030.Superseded values are not recommended for survey control.
 AG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0030.See file dsdata.txt to determine how the superseded data were derived.
 AG0030
 AG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL433845(NAD 83)
 AG0030_MARKER: DS = TRIANGULATION STATION DISK
 AG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0030_STAMPING: 15-72-A02
 AG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0030+STABILITY: SURFACE MOTION
 AG0030
 AG0030  HISTORY     - Date     Condition        Report By
 AG0030  HISTORY     - UNK      MONUMENTED       FLDT
 AG0030  HISTORY     - 1975     GOOD             FLDT
 AG0030  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0030  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0030  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG0030
 AG0030                          STATION DESCRIPTION
 AG0030
 AG0030'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0030'AT ST PETERSBURG.
 AG0030'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0030'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0030'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.25 MILE.  STATION ON
 AG0030'RIGHT, 69.0 FT. S/SE OF THE SOUTH EDGE OF THE EAST BOUND LANE
 AG0030'OF GANDY BLVD., 104.9 FT. EAST OF POWER POLE, NUMBER 1A-42055-R,
 AG0030'244.0 FT. NW OF THE NW CONCRETE CORNER LEG SUPPORT OF W.S.U.N.
 AG0030'RADIO TOWER.  SET IN TOP OF A CONCRETE POST THAT IS 5 INCHES
 AG0030'BELOW THE GROUND.  SECTION 15, T 30 S, R 17 E.
 AG0030
 AG0030                          STATION RECOVERY (1999)
 AG0030
 AG0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0030'MARK NOT FOUND.
 AG0030
 AG0030                          STATION RECOVERY (2001)
 AG0030
 AG0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0030'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0030
 AG0030                          STATION RECOVERY (2004)
 AG0030
 AG0030'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0031 ***********************************************************************
 AG0031  DESIGNATION -  15 72 A 03 FLDT
 AG0031  PID         -  AG0031
 AG0031  STATE/COUNTY-  FL/PINELLAS
 AG0031  USGS QUAD   -  PORT TAMPA (1983)
 AG0031
 AG0031                         *CURRENT SURVEY CONTROL
 AG0031  ___________________________________________________________________
 AG0031* NAD 83(1986)-  27 52 25.     (N)    082 35 59.     (W)     SCALED    
 AG0031* NAVD 88     -         2.279  (meters)       7.48   (feet)  ADJUSTED  
 AG0031  ___________________________________________________________________
 AG0031  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AG0031  DYNAMIC HT  -           2.276 (meters)       7.47  (feet)  COMP
 AG0031  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AG0031
 AG0031  VERT ORDER  -  SECOND    CLASS II
 AG0031
 AG0031.The horizontal coordinates were scaled from a topographic map and have
 AG0031.an estimated accuracy of +/- 6 seconds.
 AG0031
 AG0031.The orthometric height was determined by differential leveling
 AG0031.and adjusted by the National Geodetic Survey in June 1991..
 AG0031
 AG0031.The geoid height was determined by GEOID03.
 AG0031
 AG0031.The dynamic height is computed by dividing the NAVD 88
 AG0031.geopotential number by the normal gravity value computed on the
 AG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0031.degrees latitude (g = 980.6199 gals.).
 AG0031
 AG0031.The modeled gravity was interpolated from observed gravity values.
 AG0031
 AG0031;                    North         East    Units  Estimated Accuracy
 AG0031;SPC FL W     -   392,350.      140,940.      MT  (+/- 180 meters Scaled)
 AG0031
 AG0031                          SUPERSEDED SURVEY CONTROL
 AG0031
 AG0031  NGVD 29 (??/??/92)    2.546  (m)            8.35   (f) ADJ UNCH    2 2
 AG0031
 AG0031.Superseded values are not recommended for survey control.
 AG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0031.See file dsdata.txt to determine how the superseded data were derived.
 AG0031
 AG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL425842(NAD 83)
 AG0031_MARKER: DS = TRIANGULATION STATION DISK
 AG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0031+STABILITY: SURFACE MOTION
 AG0031
 AG0031  HISTORY     - Date     Condition        Report By
 AG0031  HISTORY     - UNK      MONUMENTED       FLDT
 AG0031  HISTORY     - 1975     GOOD             FLDT
 AG0031  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0031  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0031  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG0031  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0031
 AG0031                          STATION DESCRIPTION
 AG0031
 AG0031'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0031'AT ST PETERSBURG.
 AG0031'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0031'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0031'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.65 MILE.  STATION ON
 AG0031'LEFT, 18.5 FT. S/SE OF THE CENTERLINE OF GANDY BLVD., 91.0 FT. SE
 AG0031'OF LIGHT POLE, NO NUMBER, 56.0 FT. NW OF LIGHT POLE, NO NUMBER,
 AG0031'10.5 FT. N/NW OF THE NORTH EDGE OF THE NE BOUND LANE.  SET IN
 AG0031'TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND.
 AG0031'SECTION 16, T 30 S, R 17 E.
 AG0031
 AG0031                          STATION RECOVERY (1999)
 AG0031
 AG0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0031'MARK NOT FOUND.
 AG0031
 AG0031                          STATION RECOVERY (2001)
 AG0031
 AG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0031
 AG0031                          STATION RECOVERY (2004)
 AG0031
 AG0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0031'MARK NOT FOUND.
 AG0031
 AG0031                          STATION RECOVERY (2004)
 AG0031
 AG0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0031'AREA WAS LOCATED BY WAAS GPS.SEARCH BY METAL DETECTOR AND EXTENSIVE
 AG0031'PROBING REVEALED NOTHING.  AREA HAS BEEN EXTENSIVELY MODIFIED-- NEW
 AG0031'DUAL LANE ROAD, MEDIAN ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0032 ***********************************************************************
 AG0032  DESIGNATION -  15 72 A 04 FLDT
 AG0032  PID         -  AG0032
 AG0032  STATE/COUNTY-  FL/PINELLAS
 AG0032  USGS QUAD   -  PORT TAMPA (1983)
 AG0032
 AG0032                         *CURRENT SURVEY CONTROL
 AG0032  ___________________________________________________________________
 AG0032* NAD 83(1986)-  27 52 19.     (N)    082 36 36.     (W)     SCALED    
 AG0032* NAVD 88     -         2.006  (meters)       6.58   (feet)  ADJUSTED  
 AG0032  ___________________________________________________________________
 AG0032  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0032  DYNAMIC HT  -           2.004 (meters)       6.57  (feet)  COMP
 AG0032  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG0032
 AG0032  VERT ORDER  -  SECOND    CLASS II
 AG0032
 AG0032.The horizontal coordinates were scaled from a topographic map and have
 AG0032.an estimated accuracy of +/- 6 seconds.
 AG0032
 AG0032.The orthometric height was determined by differential leveling
 AG0032.and adjusted by the National Geodetic Survey in June 1991..
 AG0032
 AG0032.The geoid height was determined by GEOID03.
 AG0032
 AG0032.The dynamic height is computed by dividing the NAVD 88
 AG0032.geopotential number by the normal gravity value computed on the
 AG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0032.degrees latitude (g = 980.6199 gals.).
 AG0032
 AG0032.The modeled gravity was interpolated from observed gravity values.
 AG0032
 AG0032;                    North         East    Units  Estimated Accuracy
 AG0032;SPC FL W     -   392,170.      139,930.      MT  (+/- 180 meters Scaled)
 AG0032
 AG0032                          SUPERSEDED SURVEY CONTROL
 AG0032
 AG0032  NGVD 29 (??/??/92)    2.272  (m)            7.45   (f) ADJ UNCH    2 2
 AG0032
 AG0032.Superseded values are not recommended for survey control.
 AG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0032.See file dsdata.txt to determine how the superseded data were derived.
 AG0032
 AG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL415840(NAD 83)
 AG0032_MARKER: DS = TRIANGULATION STATION DISK
 AG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0032_STAMPING: 15-72-A-4
 AG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0032+STABILITY: SURFACE MOTION
 AG0032
 AG0032  HISTORY     - Date     Condition        Report By
 AG0032  HISTORY     - UNK      MONUMENTED       FLDT
 AG0032  HISTORY     - 1975     GOOD             FLDT
 AG0032  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0032  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0032  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0032
 AG0032                          STATION DESCRIPTION
 AG0032
 AG0032'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0032'AT ST PETERSBURG.
 AG0032'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0032'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0032'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.0 MILE.  STATION ON
 AG0032'LEFT, 10.3 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 51.8 FT.
 AG0032'W/SW OF THE CENTERLINE OF LANE CROSSOVER, 82.7 FT. N/NE OF LIGHT
 AG0032'POLE, NO NUMBER, 65.0 FT. S/SW OF LIGHT POLE, NO NUMBER.  SET
 AG0032'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION
 AG0032'16, T 30 S, R 17 E.
 AG0032
 AG0032                          STATION RECOVERY (1999)
 AG0032
 AG0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0032'MARK NOT FOUND.
 AG0032
 AG0032                          STATION RECOVERY (2001)
 AG0032
 AG0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0032
 AG0032                          STATION RECOVERY (2004)
 AG0032
 AG0032'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0032'AREA WAS LOCATED BY WAAS GPS.SEARCH BY METAL DETECTOR AND EXTENSIVE
 AG0032'PROBING REVEALED NOTHING.  AREA HAS BEEN EXTENSIVELY MODIFIED-- NEW
 AG0032'DUAL LANE ROAD, MEDIAN ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0033 ***********************************************************************
 AG0033  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0033  DESIGNATION -  15 72 A 05 FLDT
 AG0033  PID         -  AG0033
 AG0033  STATE/COUNTY-  FL/PINELLAS
 AG0033  USGS QUAD   -  PORT TAMPA (1983)
 AG0033
 AG0033                         *CURRENT SURVEY CONTROL
 AG0033  ___________________________________________________________________
 AG0033* NAD 83(1986)-  27 52 07.     (N)    082 37 05.     (W)     SCALED    
 AG0033* NAVD 88     -         2.061  (meters)       6.76   (feet)  ADJUSTED  
 AG0033  ___________________________________________________________________
 AG0033  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0033  DYNAMIC HT  -           2.058 (meters)       6.75  (feet)  COMP
 AG0033  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 AG0033
 AG0033  VERT ORDER  -  SECOND    CLASS I
 AG0033
 AG0033.The horizontal coordinates were scaled from a topographic map and have
 AG0033.an estimated accuracy of +/- 6 seconds.
 AG0033
 AG0033.The orthometric height was determined by differential leveling
 AG0033.and adjusted by the National Geodetic Survey in June 1991..
 AG0033
 AG0033.This Tidal Bench Mark is designated as VM 10675
 AG0033.by the Center for Operational Oceanographic Products and Services.
 AG0033
 AG0033.The geoid height was determined by GEOID03.
 AG0033
 AG0033.The dynamic height is computed by dividing the NAVD 88
 AG0033.geopotential number by the normal gravity value computed on the
 AG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0033.degrees latitude (g = 980.6199 gals.).
 AG0033
 AG0033.The modeled gravity was interpolated from observed gravity values.
 AG0033
 AG0033;                    North         East    Units  Estimated Accuracy
 AG0033;SPC FL W     -   391,800.      139,140.      MT  (+/- 180 meters Scaled)
 AG0033
 AG0033                          SUPERSEDED SURVEY CONTROL
 AG0033
 AG0033  NGVD 29 (??/??/92)    2.323  (m)            7.62   (f) ADJ UNCH    2 1
 AG0033
 AG0033.Superseded values are not recommended for survey control.
 AG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0033.See file dsdata.txt to determine how the superseded data were derived.
 AG0033
 AG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407836(NAD 83)
 AG0033_MARKER: DS = TRIANGULATION STATION DISK
 AG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0033_STAMPING: 15-72-A05
 AG0033_MARK LOGO: FLDT  
 AG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0033+STABILITY: SURFACE MOTION
 AG0033
 AG0033  HISTORY     - Date     Condition        Report By
 AG0033  HISTORY     - UNK      MONUMENTED       FLDT
 AG0033  HISTORY     - 1975     GOOD             FLDT
 AG0033  HISTORY     - 1982     GOOD             FLDNR
 AG0033  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0033  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0033  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0033
 AG0033                          STATION DESCRIPTION
 AG0033
 AG0033'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0033'AT ST PETERSBURG.
 AG0033'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0033'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0033'EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.35 MILE.  STATION ON
 AG0033'LEFT, 6.2 FT. N/NW OF GANDY BLVD., 50.0 FT. E/NE OF SNUG HARBOR
 AG0033'RD. (RIVIERA BLVD), 118.0 FT. SW OF POWER AND LIGHT POLE, NUMBER
 AG0033'1A-65334-R, 67.5 FT. SE OF POWER AND LIGHT POLE, NUMBER X-673,
 AG0033'4.0 FT. E/NE OF THE BACK OF CURB.  SET IN THE TOP OF A CONCRETE
 AG0033'POST THAT IS 2 INCHES BELOW THE GROUND.  SECTION 17, T 30 S,
 AG0033'R 17 E.
 AG0033
 AG0033                          STATION RECOVERY (1982)
 AG0033
 AG0033'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0033'RECOVERED IN GOOD CONDITION.
 AG0033
 AG0033                          STATION RECOVERY (1999)
 AG0033
 AG0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0033'MARK NOT FOUND.
 AG0033
 AG0033                          STATION RECOVERY (2001)
 AG0033
 AG0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0033
 AG0033                          STATION RECOVERY (2004)
 AG0033
 AG0033'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0033'RIVIERA BLVD NO LONGER EXISTS. AREA IS NOW A MANGROVE SWAMP, WITH 20
 AG0033'FT TREES, ETC. SEARCHED WITH PROBE,METAL DETECTOR FOR 45 MINUTES
 AG0033'WITHOUT RESULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0034 ***********************************************************************
 AG0034  DESIGNATION -  15 72 A 06 FLDT
 AG0034  PID         -  AG0034
 AG0034  STATE/COUNTY-  FL/PINELLAS
 AG0034  USGS QUAD   -  ST PETERSBURG (1987)
 AG0034
 AG0034                         *CURRENT SURVEY CONTROL
 AG0034  ___________________________________________________________________
 AG0034* NAD 83(1986)-  27 52 01.     (N)    082 37 41.     (W)     SCALED    
 AG0034* NAVD 88     -         2.111  (meters)       6.93   (feet)  ADJUSTED  
 AG0034  ___________________________________________________________________
 AG0034  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG0034  DYNAMIC HT  -           2.108 (meters)       6.92  (feet)  COMP
 AG0034  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 AG0034
 AG0034  VERT ORDER  -  SECOND    CLASS II
 AG0034
 AG0034.The horizontal coordinates were scaled from a topographic map and have
 AG0034.an estimated accuracy of +/- 6 seconds.
 AG0034
 AG0034.The orthometric height was determined by differential leveling
 AG0034.and adjusted by the National Geodetic Survey in June 1991..
 AG0034
 AG0034.The geoid height was determined by GEOID03.
 AG0034
 AG0034.The dynamic height is computed by dividing the NAVD 88
 AG0034.geopotential number by the normal gravity value computed on the
 AG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0034.degrees latitude (g = 980.6199 gals.).
 AG0034
 AG0034.The modeled gravity was interpolated from observed gravity values.
 AG0034
 AG0034;                    North         East    Units  Estimated Accuracy
 AG0034;SPC FL W     -   391,620.      138,150.      MT  (+/- 180 meters Scaled)
 AG0034
 AG0034                          SUPERSEDED SURVEY CONTROL
 AG0034
 AG0034  NGVD 29 (??/??/92)    2.371  (m)            7.78   (f) ADJ UNCH    2 2
 AG0034
 AG0034.Superseded values are not recommended for survey control.
 AG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0034.See file dsdata.txt to determine how the superseded data were derived.
 AG0034
 AG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL397835(NAD 83)
 AG0034_MARKER: DS = TRIANGULATION STATION DISK
 AG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0034_STAMPING: 15-72-A06
 AG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0034+STABILITY: SURFACE MOTION
 AG0034
 AG0034  HISTORY     - Date     Condition        Report By
 AG0034  HISTORY     - UNK      MONUMENTED       FLDT
 AG0034  HISTORY     - 1975     GOOD             FLDT
 AG0034  HISTORY     - 1989     GOOD             USPSQD
 AG0034  HISTORY     - 19991116 GOOD             USPSQD
 AG0034  HISTORY     - 20010331 GOOD             NGS
 AG0034  HISTORY     - 20031210 MARK NOT FOUND   USPSQD
 AG0034
 AG0034                          STATION DESCRIPTION
 AG0034
 AG0034'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0034'AT ST PETERSBURG.
 AG0034'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0034'686) AND 4TH STREET N (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY
 AG0034'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 0.7 MILE.  STATION ON
 AG0034'LEFT, 9.2 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 83.6 FT.
 AG0034'W/SW OF THE MAIN ENTRANCE ROAD OF DERBY LANE DOG TRACK, 51.2 FT.
 AG0034'S/SE OF SIGNAL SUPPORT POLE, NO NUMBER, 13.8 FT. WEST OF SIGNAL
 AG0034'LIGHT POLE, NO NUMBER, 2.9 FT. S/SW OF THE BACK OF THE CURB, 19.0
 AG0034'FT. WEST OF THE BACK OF THE CURB.  SET IN TOP OF A CONCRETE
 AG0034'POST THAT IS 5 INCHES BELOW THE GROUND.  SECTION 17, T 30 S,
 AG0034'R 17 E.
 AG0034
 AG0034                          STATION RECOVERY (1989)
 AG0034
 AG0034'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJD)
 AG0034'RECOVERED IN GOOD CONDITION.
 AG0034
 AG0034                          STATION RECOVERY (1999)
 AG0034
 AG0034'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0034'RECOVERED IN GOOD CONDITION.
 AG0034
 AG0034                          STATION RECOVERY (2001)
 AG0034
 AG0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0034
 AG0034                          STATION RECOVERY (2003)
 AG0034
 AG0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0034'GANDY BLVD REBUILT IN AREA DESCRIBED. TRAFFIC SIGNALS HAVE BEEN MOVED
 AG0034'ABOUT 1/4 MILE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0035 ***********************************************************************
 AG0035  DESIGNATION -  15 72 A 07 FLDT
 AG0035  PID         -  AG0035
 AG0035  STATE/COUNTY-  FL/PINELLAS
 AG0035  USGS QUAD   -  ST PETERSBURG (1987)
 AG0035
 AG0035                         *CURRENT SURVEY CONTROL
 AG0035  ___________________________________________________________________
 AG0035* NAD 83(1986)-  27 51 49.     (N)    082 38 11.     (W)     SCALED    
 AG0035* NAVD 88     -         1.405  (meters)       4.61   (feet)  ADJUSTED  
 AG0035  ___________________________________________________________________
 AG0035  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0035  DYNAMIC HT  -           1.403 (meters)       4.60  (feet)  COMP
 AG0035  MODELED GRAV-     979,181.3   (mgal)                       NAVD 88
 AG0035
 AG0035  VERT ORDER  -  SECOND    CLASS II
 AG0035
 AG0035.The horizontal coordinates were scaled from a topographic map and have
 AG0035.an estimated accuracy of +/- 6 seconds.
 AG0035
 AG0035.The orthometric height was determined by differential leveling
 AG0035.and adjusted by the National Geodetic Survey in June 1991..
 AG0035
 AG0035.The geoid height was determined by GEOID03.
 AG0035
 AG0035.The dynamic height is computed by dividing the NAVD 88
 AG0035.geopotential number by the normal gravity value computed on the
 AG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0035.degrees latitude (g = 980.6199 gals.).
 AG0035
 AG0035.The modeled gravity was interpolated from observed gravity values.
 AG0035
 AG0035;                    North         East    Units  Estimated Accuracy
 AG0035;SPC FL W     -   391,260.      137,330.      MT  (+/- 180 meters Scaled)
 AG0035
 AG0035                          SUPERSEDED SURVEY CONTROL
 AG0035
 AG0035  NGVD 29 (??/??/92)    1.665  (m)            5.46   (f) ADJ UNCH    2 2
 AG0035
 AG0035.Superseded values are not recommended for survey control.
 AG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0035.See file dsdata.txt to determine how the superseded data were derived.
 AG0035
 AG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388831(NAD 83)
 AG0035_MARKER: DD = SURVEY DISK
 AG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0035_STAMPING: 15-72-A07
 AG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0035+STABILITY: SURFACE MOTION
 AG0035
 AG0035  HISTORY     - Date     Condition        Report By
 AG0035  HISTORY     - UNK      MONUMENTED       FLDT
 AG0035  HISTORY     - 1975     GOOD             FLDT
 AG0035  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0035  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG0035  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0035  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG0035
 AG0035                          STATION DESCRIPTION
 AG0035
 AG0035'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0035'AT ST PETERSBURG.
 AG0035'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0035'686) AND 4TH STREET N. (S.R. 687) AND GANDY BLVD.  (S.R. 600/HWY 92
 AG0035'EAST), RUN EASTERLY ON GANDY BLVD. FOR 0.15 MILE.  STATION ON LEFT,
 AG0035'43.1 FT. NORTH OF THE CENTERLINE OF GANDY BLVD., 33.8 FT. EAST OF THE
 AG0035'CENTERLINE OF THE ENTRANCE ROAD LEADING NORTH (GATEWAY MOBILE PARK),
 AG0035'42.3 FT. S/SW OF 6 INCH PALM TREE, 49.0 FT. E/SE OF THE POWER POLE,
 AG0035'NUMBER 1A-53723, 4.4 FT. SW OF LIGHT POLE, NUMBER 1-87445, 8.0 FT.
 AG0035'NORTH OF THE NORTH EDGE OF PAVEMENT.  SET IN TOP OF A CONCRETE
 AG0035'POST THAT IS 2 INCHES BELOW THE GROUND.  SECTION 19, T 30 S,
 AG0035'R 17 E.
 AG0035
 AG0035                          STATION RECOVERY (1989)
 AG0035
 AG0035'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0035'MARK NOT FOUND.
 AG0035
 AG0035                          STATION RECOVERY (1999)
 AG0035
 AG0035'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0035'MARK NOT FOUND.
 AG0035
 AG0035                          STATION RECOVERY (2001)
 AG0035
 AG0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0035
 AG0035                          STATION RECOVERY (2004)
 AG0035
 AG0035'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0036 ***********************************************************************
 AG0036  DESIGNATION -  15 72 A 08 FLDT
 AG0036  PID         -  AG0036
 AG0036  STATE/COUNTY-  FL/PINELLAS
 AG0036  USGS QUAD   -  ST PETERSBURG (1987)
 AG0036
 AG0036                         *CURRENT SURVEY CONTROL
 AG0036  ___________________________________________________________________
 AG0036* NAD 83(1986)-  27 51 49.     (N)    082 38 17.     (W)     SCALED    
 AG0036* NAVD 88     -         0.984  (meters)       3.23   (feet)  ADJUSTED  
 AG0036  ___________________________________________________________________
 AG0036  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0036  DYNAMIC HT  -           0.982 (meters)       3.22  (feet)  COMP
 AG0036  MODELED GRAV-     979,181.3   (mgal)                       NAVD 88
 AG0036
 AG0036  VERT ORDER  -  SECOND    CLASS II
 AG0036
 AG0036.The horizontal coordinates were scaled from a topographic map and have
 AG0036.an estimated accuracy of +/- 6 seconds.
 AG0036
 AG0036.The orthometric height was determined by differential leveling
 AG0036.and adjusted by the National Geodetic Survey in June 1991..
 AG0036
 AG0036.The geoid height was determined by GEOID03.
 AG0036
 AG0036.The dynamic height is computed by dividing the NAVD 88
 AG0036.geopotential number by the normal gravity value computed on the
 AG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0036.degrees latitude (g = 980.6199 gals.).
 AG0036
 AG0036.The modeled gravity was interpolated from observed gravity values.
 AG0036
 AG0036;                    North         East    Units  Estimated Accuracy
 AG0036;SPC FL W     -   391,260.      137,160.      MT  (+/- 180 meters Scaled)
 AG0036
 AG0036                          SUPERSEDED SURVEY CONTROL
 AG0036
 AG0036  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 2
 AG0036
 AG0036.Superseded values are not recommended for survey control.
 AG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0036.See file dsdata.txt to determine how the superseded data were derived.
 AG0036
 AG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387831(NAD 83)
 AG0036_MARKER: DS = TRIANGULATION STATION DISK
 AG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0036_STAMPING: 15-72-A08
 AG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0036+STABILITY: SURFACE MOTION
 AG0036
 AG0036  HISTORY     - Date     Condition        Report By
 AG0036  HISTORY     - UNK      MONUMENTED       FLDT
 AG0036  HISTORY     - 1975     GOOD             FLDT
 AG0036  HISTORY     - 1989     GOOD             USPSQD
 AG0036  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG0036  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0036  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 AG0036
 AG0036                          STATION DESCRIPTION
 AG0036
 AG0036'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0036'AT ST PETERSBURG.
 AG0036'STATION IS LOCATED AT THE JUNCTION OF ROOSEVELT BLVD. EAST
 AG0036'(S.R. 686) AND 4TH STREET N. (S.R. 687), 47.9 FT. NORTH OF THE
 AG0036'CENTERLINE OF ROOSEVELT BLVD., 188.5 FT. WEST OF THE CENTERLINE
 AG0036'OF 4TH STREET N., 138.0 FT. WEST OF POWER-LIGHT POLE, NO NUMBER,
 AG0036'99.0 FT. N/NW OF LIGHT POLE, NUMBER 1-77492, 32.0 FT. E-NE OF
 AG0036'LIGHT POLE, NO NUMBER, 18.0 FT. NORTH OF THE NORTH EDGE OF
 AG0036'PAVEMENT.  SET IN TOP OF A CONCRETE POST THAT IS 5 INCHES BELOW
 AG0036'THE GROUND.  SECTION 19, T 30 S, R 17 E.
 AG0036
 AG0036                          STATION RECOVERY (1989)
 AG0036
 AG0036'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0036'RECOVERED IN GOOD CONDITION.
 AG0036
 AG0036                          STATION RECOVERY (1999)
 AG0036
 AG0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0036'MARK NOT FOUND.
 AG0036
 AG0036                          STATION RECOVERY (2001)
 AG0036
 AG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0036
 AG0036                          STATION RECOVERY (2004)
 AG0036
 AG0036'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0037 ***********************************************************************
 AG0037  DESIGNATION -  15 72 A 09 FLDT
 AG0037  PID         -  AG0037
 AG0037  STATE/COUNTY-  FL/PINELLAS
 AG0037  USGS QUAD   -  ST PETERSBURG (1987)
 AG0037
 AG0037                         *CURRENT SURVEY CONTROL
 AG0037  ___________________________________________________________________
 AG0037* NAD 83(1986)-  27 52 13.     (N)    082 38 47.     (W)     SCALED    
 AG0037* NAVD 88     -         1.758  (meters)       5.77   (feet)  ADJUSTED  
 AG0037  ___________________________________________________________________
 AG0037  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0037  DYNAMIC HT  -           1.755 (meters)       5.76  (feet)  COMP
 AG0037  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 AG0037
 AG0037  VERT ORDER  -  SECOND    CLASS I
 AG0037
 AG0037.The horizontal coordinates were scaled from a topographic map and have
 AG0037.an estimated accuracy of +/- 6 seconds.
 AG0037
 AG0037.The orthometric height was determined by differential leveling
 AG0037.and adjusted by the National Geodetic Survey in June 1991..
 AG0037
 AG0037.The geoid height was determined by GEOID03.
 AG0037
 AG0037.The dynamic height is computed by dividing the NAVD 88
 AG0037.geopotential number by the normal gravity value computed on the
 AG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0037.degrees latitude (g = 980.6199 gals.).
 AG0037
 AG0037.The modeled gravity was interpolated from observed gravity values.
 AG0037
 AG0037;                    North         East    Units  Estimated Accuracy
 AG0037;SPC FL W     -   392,000.      136,350.      MT  (+/- 180 meters Scaled)
 AG0037
 AG0037                          SUPERSEDED SURVEY CONTROL
 AG0037
 AG0037  NGVD 29 (??/??/92)    2.020  (m)            6.63   (f) ADJ UNCH    2 1
 AG0037
 AG0037.Superseded values are not recommended for survey control.
 AG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0037.See file dsdata.txt to determine how the superseded data were derived.
 AG0037
 AG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379839(NAD 83)
 AG0037_MARKER: DS = TRIANGULATION STATION DISK
 AG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0037_STAMPING: 15-72-A09
 AG0037_PROJECTION: RECESSED 10 CENTIMETERS
 AG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0037+STABILITY: SURFACE MOTION
 AG0037
 AG0037  HISTORY     - Date     Condition        Report By
 AG0037  HISTORY     - UNK      MONUMENTED       FLDT
 AG0037  HISTORY     - 1975     GOOD             FLDT
 AG0037  HISTORY     - 1975     GOOD             FLDT
 AG0037  HISTORY     - 1975     GOOD             FLDT
 AG0037  HISTORY     - 19991129 MARK NOT FOUND   USPSQD
 AG0037  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0037  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 AG0037
 AG0037                          STATION DESCRIPTION
 AG0037
 AG0037'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0037'AT ST PETERSBURG.
 AG0037'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0037'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0037'ROOSEVELT BLVD. FOR 2.5 MILES TO THE JUNCTION OF 9TH STREET N.
 AG0037'STATION ON RIGHT IN THE SE CORNER, 122.0 FT. EAST OF 9TH STREET
 AG0037'N., 23.8 FT. SW OF ROOSEVELT BLVD., 4.5 FT. SW OF BACK OF CURB,
 AG0037'8.2 FT. NORTH OF THE BACK OF CURB OF TRIANGULAR GRASS ISLAND.
 AG0037'SET IN THE TOP OF A CONCRETE POST THAT IS 5 INCHES BELOW THE
 AG0037'GROUND.  SECTION 18, T 30 S, R 17 E.
 AG0037
 AG0037                          STATION RECOVERY (1975)
 AG0037
 AG0037'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0037'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5
 AG0037'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR
 AG0037'1.9 MILES TO THE INTERSECTION OF ROOSEVELT BOULEVARD, THENCE SOUTHEAST
 AG0037'ON ROOSEVELT BOULEVARD FOR 0.9 MILE TO THE INTERSECTION OF NINTH
 AG0037'STREET STATE ROUTE 688. THE MARK IS IN THE SOUTHEAST QUADRANT OF THE
 AG0037'INTERSECTION. IT IS 63.3 FT. EAST OF A CONCRETE TRAFFIC SIGNAL LIGHT
 AG0037'POLE, 18 FT. SOUTHWEST OF THE CENTERLINE OF ROOSEVELT BOULEVARD AND
 AG0037'3.6 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE CURB OF
 AG0037'ROOSEVELT BOULEVARD.
 AG0037
 AG0037                          STATION RECOVERY (1975)
 AG0037
 AG0037'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0037'RECOVERED IN GOOD CONDITION.
 AG0037
 AG0037                          STATION RECOVERY (1999)
 AG0037
 AG0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0037'MARK NOT FOUND.
 AG0037
 AG0037                          STATION RECOVERY (2001)
 AG0037
 AG0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0037
 AG0037                          STATION RECOVERY (2004)
 AG0037
 AG0037'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0029 ***********************************************************************
 AG0029  DESIGNATION -  15 72 A 10 FLDT
 AG0029  PID         -  AG0029
 AG0029  STATE/COUNTY-  FL/PINELLAS
 AG0029  USGS QUAD   -  ST PETERSBURG (1987)
 AG0029
 AG0029                         *CURRENT SURVEY CONTROL
 AG0029  ___________________________________________________________________
 AG0029* NAD 83(1986)-  27 52 25.     (N)    082 39 11.     (W)     SCALED    
 AG0029* NAVD 88     -         2.048  (meters)       6.72   (feet)  ADJUSTED  
 AG0029  ___________________________________________________________________
 AG0029  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0029  DYNAMIC HT  -           2.045 (meters)       6.71  (feet)  COMP
 AG0029  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AG0029
 AG0029  VERT ORDER  -  SECOND    CLASS I
 AG0029
 AG0029.The horizontal coordinates were scaled from a topographic map and have
 AG0029.an estimated accuracy of +/- 6 seconds.
 AG0029
 AG0029.The orthometric height was determined by differential leveling
 AG0029.and adjusted by the National Geodetic Survey in June 1991..
 AG0029
 AG0029.The geoid height was determined by GEOID03.
 AG0029
 AG0029.The dynamic height is computed by dividing the NAVD 88
 AG0029.geopotential number by the normal gravity value computed on the
 AG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0029.degrees latitude (g = 980.6199 gals.).
 AG0029
 AG0029.The modeled gravity was interpolated from observed gravity values.
 AG0029
 AG0029;                    North         East    Units  Estimated Accuracy
 AG0029;SPC FL W     -   392,380.      135,690.      MT  (+/- 180 meters Scaled)
 AG0029
 AG0029                          SUPERSEDED SURVEY CONTROL
 AG0029
 AG0029  NGVD 29 (??/??/92)    2.311  (m)            7.58   (f) ADJ UNCH    2 1
 AG0029
 AG0029.Superseded values are not recommended for survey control.
 AG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0029.See file dsdata.txt to determine how the superseded data were derived.
 AG0029
 AG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL372842(NAD 83)
 AG0029_MARKER: DD = SURVEY DISK
 AG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0029_STAMPING: 15-72-A10
 AG0029_PROJECTION: RECESSED 10 CENTIMETERS
 AG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0029+STABILITY: SURFACE MOTION
 AG0029
 AG0029  HISTORY     - Date     Condition        Report By
 AG0029  HISTORY     - UNK      MONUMENTED       FLDT
 AG0029  HISTORY     - 1975     GOOD             FLDT
 AG0029  HISTORY     - 1975     GOOD             FLDT
 AG0029  HISTORY     - 1975     GOOD             FLDT
 AG0029  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0029
 AG0029                          STATION DESCRIPTION
 AG0029
 AG0029'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0029'AT ST PETERSBURG.
 AG0029'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0029'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0029'ROOSEVELT BLVD. FOR 2.15 MILE.  STATION ON LEFT, 108.5 FT. WEST
 AG0029'OF POWER POLE, NUMBER 104254, 46.0 FT. S/SW OF LIGHT POLE,
 AG0029'NUMBER 265, 13.0 FT. NE OF THE CENTERLINE OF ROOSEVELT BLVD.,
 AG0029'3.3 FT. SW OF THE WEST EDGE OF THE NW BOUND LANE, 175.5 FT.
 AG0029'E/SE OF THE SE END OF THE WEST SIDE OF BOX CULVERT, 41.8 FT. SW
 AG0029'OF THE EAST GUARD RAIL.  SET IN TOP OF A CONCRETE POST THAT IS
 AG0029'4 INCHES BELOW THE GROUND.  SECTION 13, T 30 S, R 16 E.
 AG0029
 AG0029                          STATION RECOVERY (1975)
 AG0029
 AG0029'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0029'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5
 AG0029'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR
 AG0029'1.9 MILES TO THE INTERSECTION OF ROOSEVELT BOULEVARD, THENCE SOUTHEAST
 AG0029'ON ROOSEVELT BOULEVARD FOR 0.6 MILE. THE MARK IS IN THE MEDIAN. IT IS
 AG0029'45.2 FT. SOUTH SOUTHEAST OF A STEEL STREETLIGHT POLE NUMBER 265 AND
 AG0029'17.3 FT. SOUTHWEST OF THE CENTERLINE OF ROOSEVELT BOULEVARD WESTBOUND
 AG0029'LANE.
 AG0029
 AG0029                          STATION RECOVERY (1975)
 AG0029
 AG0029'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0029'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5
 AG0029'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR
 AG0029'1.9 MILES TO THE INTERSECTION OF ROOSEVELT BOULEVARD, THENCE SOUTHEAST
 AG0029'ON ROOSEVELT BOULEVARD FOR 0.6 MILE. THE MARK IS IN THE MEDIAN. IT IS
 AG0029'45.2 FT. SOUTH SOUTHEAST OF A STEEL STREETLIGHT POLE NUMBER 265 AND
 AG0029'17.3 FT. SOUTHWEST OF THE CENTERLINE OF ROOSEVELT BOULEVARD WESTBOUND
 AG0029'LANE.
 AG0029
 AG0029                          STATION RECOVERY (1989)
 AG0029
 AG0029'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0026 ***********************************************************************
 AG0026  DESIGNATION -  15 72 A 11 FLDT
 AG0026  PID         -  AG0026
 AG0026  STATE/COUNTY-  FL/PINELLAS
 AG0026  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0026
 AG0026                         *CURRENT SURVEY CONTROL
 AG0026  ___________________________________________________________________
 AG0026* NAD 83(1986)-  27 52 45.     (N)    082 39 35.     (W)     SCALED    
 AG0026* NAVD 88     -         2.474  (meters)       8.12   (feet)  ADJUSTED  
 AG0026  ___________________________________________________________________
 AG0026  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0026  DYNAMIC HT  -           2.471 (meters)       8.11  (feet)  COMP
 AG0026  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AG0026
 AG0026  VERT ORDER  -  SECOND    CLASS II
 AG0026
 AG0026.The horizontal coordinates were scaled from a topographic map and have
 AG0026.an estimated accuracy of +/- 6 seconds.
 AG0026
 AG0026.The orthometric height was determined by differential leveling
 AG0026.and adjusted by the National Geodetic Survey in June 1991..
 AG0026
 AG0026.The geoid height was determined by GEOID03.
 AG0026
 AG0026.The dynamic height is computed by dividing the NAVD 88
 AG0026.geopotential number by the normal gravity value computed on the
 AG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0026.degrees latitude (g = 980.6199 gals.).
 AG0026
 AG0026.The modeled gravity was interpolated from observed gravity values.
 AG0026
 AG0026;                    North         East    Units  Estimated Accuracy
 AG0026;SPC FL W     -   392,990.      135,040.      MT  (+/- 180 meters Scaled)
 AG0026
 AG0026                          SUPERSEDED SURVEY CONTROL
 AG0026
 AG0026  NGVD 29 (??/??/92)    2.737  (m)            8.98   (f) ADJ UNCH    2 2
 AG0026
 AG0026.Superseded values are not recommended for survey control.
 AG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0026.See file dsdata.txt to determine how the superseded data were derived.
 AG0026
 AG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL366849(NAD 83)
 AG0026_MARKER: DS = TRIANGULATION STATION DISK
 AG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0026_STAMPING: 15-72-ALL
 AG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0026+STABILITY: SURFACE MOTION
 AG0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0026+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 AG0026
 AG0026  HISTORY     - Date     Condition        Report By
 AG0026  HISTORY     - UNK      MONUMENTED       FLDT
 AG0026  HISTORY     - 1975     GOOD             FLDT
 AG0026  HISTORY     - 20030226 GOOD             USPSQD
 AG0026
 AG0026                          STATION DESCRIPTION
 AG0026
 AG0026'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0026'0.5 MI NW FROM ST PETERSBURG.
 AG0026'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688)
 AG0026'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0026'ROOSEVELT BLVD. FOR 1.6 MILE.  STATION ON LEFT IN THE CENTER OF
 AG0026'ROOSEVELT BLVD., 100.5 FT. SE OF THE SE CENTER PILLAR OF I-75
 AG0026'EXIT RAMP OVERPASS, OVER ROOSEVELT BLVD., 27.0 FT. NE OF THE NE
 AG0026'EDGE OF THE SE BOUND LANE, 70.0 FT. NW OF THE BACK OF CURB, 9.0
 AG0026'FT. SW OF GUARDRAIL.  SET IN TOP OF CONCRETE POST THAT IS 5
 AG0026'INCHES BELOW THE GROUND.  SECTION 13, T 30 S, R 16 E.
 AG0026
 AG0026                          STATION RECOVERY (2003)
 AG0026
 AG0026'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT)
 AG0026'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688) AND
 AG0026'ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG ROOSEVELT
 AG0026'BLVD. FOR 1.6 MILES.
 AG0026'STATION ON LEFT IN THE CENTER MEDIAN OF ROOSEVELT BLVD., 22 FEET ESE
 AG0026'(111 DEGREES) FROM THE CENTER PILLAR OF THE SOUTHERNMOST OVERPASS
 AG0026'(BRIAN DAIRY ROAD EXTENSION CR 296 TO I275), 11 FEET SW (216 DEGREES)
 AG0026'OF EDGE OF GUARDRAIL, 27 FEET NE OF EDGE OF SE BOUND TURN LANE, 70.0
 AG0026'FT. NW OF THE BACK OF CURB.
 AG0026'SET IN TOP OF CONCRETE POST THAT IS 9 INCHES BELOW THE GROUND.
 AG0026' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0027 ***********************************************************************
 AG0027  DESIGNATION -  15 72 A 12 FLDT
 AG0027  PID         -  AG0027
 AG0027  STATE/COUNTY-  FL/PINELLAS
 AG0027  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0027
 AG0027                         *CURRENT SURVEY CONTROL
 AG0027  ___________________________________________________________________
 AG0027* NAD 83(1986)-  27 53 01.     (N)    082 39 59.     (W)     SCALED    
 AG0027* NAVD 88     -         2.384  (meters)       7.82   (feet)  ADJUSTED  
 AG0027  ___________________________________________________________________
 AG0027  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0027  DYNAMIC HT  -           2.381 (meters)       7.81  (feet)  COMP
 AG0027  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AG0027
 AG0027  VERT ORDER  -  SECOND    CLASS II
 AG0027
 AG0027.The horizontal coordinates were scaled from a topographic map and have
 AG0027.an estimated accuracy of +/- 6 seconds.
 AG0027
 AG0027.The orthometric height was determined by differential leveling
 AG0027.and adjusted by the National Geodetic Survey in June 1991..
 AG0027
 AG0027.The geoid height was determined by GEOID03.
 AG0027
 AG0027.The dynamic height is computed by dividing the NAVD 88
 AG0027.geopotential number by the normal gravity value computed on the
 AG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0027.degrees latitude (g = 980.6199 gals.).
 AG0027
 AG0027.The modeled gravity was interpolated from observed gravity values.
 AG0027
 AG0027;                    North         East    Units  Estimated Accuracy
 AG0027;SPC FL W     -   393,490.      134,390.      MT  (+/- 180 meters Scaled)
 AG0027
 AG0027                          SUPERSEDED SURVEY CONTROL
 AG0027
 AG0027  NGVD 29 (??/??/92)    2.647  (m)            8.68   (f) ADJ UNCH    2 2
 AG0027
 AG0027.Superseded values are not recommended for survey control.
 AG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0027.See file dsdata.txt to determine how the superseded data were derived.
 AG0027
 AG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL359854(NAD 83)
 AG0027_MARKER: DS = TRIANGULATION STATION DISK
 AG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0027_STAMPING: 15-72-A12
 AG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0027+STABILITY: SURFACE MOTION
 AG0027
 AG0027  HISTORY     - Date     Condition        Report By
 AG0027  HISTORY     - UNK      MONUMENTED       FLDT
 AG0027  HISTORY     - 1975     GOOD             FLDT
 AG0027  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0027
 AG0027                          STATION DESCRIPTION
 AG0027
 AG0027'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0027'0.6 MI NW FROM ST PETERSBURG.
 AG0027'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688)
 AG0027'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0027'ROOSEVELT BLVD. FOR 1.05 MILE.  STATION ON LEFT, 20.5 FT. EAST
 AG0027'OF THE CENTERLINE OF ROOSEVELT BLVD., 111.2 FT. W/NW OF LIGHT
 AG0027'POLE, NUMBER 312, 127.6 FT. SOUTH OF LIGHT POLE, NUMBER 310,
 AG0027'4.7 FT. WEST OF THE WEST EDGE OF THE NW BOUND LANE.  SET IN TOP
 AG0027'OF A CONCRETE POST THAT IS 5 INCHES BELOW THE GROUND.  SECTION
 AG0027'11, T 30 S, R 16 E.
 AG0027
 AG0027                          STATION RECOVERY (1999)
 AG0027
 AG0027'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0028 ***********************************************************************
 AG0028  DESIGNATION -  15 72 A 13 FLDT
 AG0028  PID         -  AG0028
 AG0028  STATE/COUNTY-  FL/PINELLAS
 AG0028  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0028
 AG0028                         *CURRENT SURVEY CONTROL
 AG0028  ___________________________________________________________________
 AG0028* NAD 83(1986)-  27 53 25.     (N)    082 40 29.     (W)     SCALED    
 AG0028* NAVD 88     -         3.681  (meters)      12.08   (feet)  ADJUSTED  
 AG0028  ___________________________________________________________________
 AG0028  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0028  DYNAMIC HT  -           3.676 (meters)      12.06  (feet)  COMP
 AG0028  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AG0028
 AG0028  VERT ORDER  -  SECOND    CLASS II
 AG0028
 AG0028.The horizontal coordinates were scaled from a topographic map and have
 AG0028.an estimated accuracy of +/- 6 seconds.
 AG0028
 AG0028.The orthometric height was determined by differential leveling
 AG0028.and adjusted by the National Geodetic Survey in June 1991..
 AG0028
 AG0028.The geoid height was determined by GEOID03.
 AG0028
 AG0028.The dynamic height is computed by dividing the NAVD 88
 AG0028.geopotential number by the normal gravity value computed on the
 AG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0028.degrees latitude (g = 980.6199 gals.).
 AG0028
 AG0028.The modeled gravity was interpolated from observed gravity values.
 AG0028
 AG0028;                    North         East    Units  Estimated Accuracy
 AG0028;SPC FL W     -   394,230.      133,570.      MT  (+/- 180 meters Scaled)
 AG0028
 AG0028                          SUPERSEDED SURVEY CONTROL
 AG0028
 AG0028  NGVD 29 (??/??/92)    3.944  (m)           12.94   (f) ADJ UNCH    2 2
 AG0028
 AG0028.Superseded values are not recommended for survey control.
 AG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0028.See file dsdata.txt to determine how the superseded data were derived.
 AG0028
 AG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351861(NAD 83)
 AG0028_MARKER: DS = TRIANGULATION STATION DISK
 AG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0028_STAMPING: 15-72-A13
 AG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0028+STABILITY: SURFACE MOTION
 AG0028
 AG0028  HISTORY     - Date     Condition        Report By
 AG0028  HISTORY     - UNK      MONUMENTED       FLDT
 AG0028  HISTORY     - 1975     GOOD             FLDT
 AG0028  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0028
 AG0028                          STATION DESCRIPTION
 AG0028
 AG0028'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0028'0.7 MI NW FROM ST PETERSBURG.
 AG0028'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688)
 AG0028'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0028'ROOSEVELT BLVD. FOR 0.3 MILE.  STATION ON RIGHT, 81.1 FT. WEST
 AG0028'OF THE CENTERLINE OF ROOSEVELT BLVD., 65.7 FT. SE OF POWER POLE,
 AG0028'NUMBER 2-14341, 19.4 FT. SOUTH OF LIGHT POLE, NUMBER 438, 4.0
 AG0028'FT. WEST OF THE WEST EDGE OF PAVEMENT.  SET IN TOP OF CONCRETE
 AG0028'POST THAT IS 4 INCHES BELOW THE GROUND.  SECTION 11, T 30 S,
 AG0028'R 16 E.
 AG0028
 AG0028                          STATION RECOVERY (1999)
 AG0028
 AG0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0031 ***********************************************************************
 AL0031  DESIGNATION -  15 73 A 02
 AL0031  PID         -  AL0031
 AL0031  STATE/COUNTY-  FL/PINELLAS
 AL0031  USGS QUAD   -  OLDSMAR (1987)
 AL0031
 AL0031                         *CURRENT SURVEY CONTROL
 AL0031  ___________________________________________________________________
 AL0031* NAD 83(1986)-  28 03 01.     (N)    082 43 41.     (W)     SCALED    
 AL0031* NAVD 88     -        20.378  (meters)      66.86   (feet)  ADJUSTED  
 AL0031  ___________________________________________________________________
 AL0031  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AL0031  DYNAMIC HT  -          20.348 (meters)      66.76  (feet)  COMP
 AL0031  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AL0031
 AL0031  VERT ORDER  -  SECOND    CLASS II
 AL0031
 AL0031.The horizontal coordinates were scaled from a topographic map and have
 AL0031.an estimated accuracy of +/- 6 seconds.
 AL0031
 AL0031.The orthometric height was determined by differential leveling
 AL0031.and adjusted by the National Geodetic Survey in June 1991..
 AL0031
 AL0031.The geoid height was determined by GEOID03.
 AL0031
 AL0031.The dynamic height is computed by dividing the NAVD 88
 AL0031.geopotential number by the normal gravity value computed on the
 AL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0031.degrees latitude (g = 980.6199 gals.).
 AL0031
 AL0031.The modeled gravity was interpolated from observed gravity values.
 AL0031
 AL0031;                    North         East    Units  Estimated Accuracy
 AL0031;SPC FL W     -   411,990.      128,420.      MT  (+/- 180 meters Scaled)
 AL0031
 AL0031                          SUPERSEDED SURVEY CONTROL
 AL0031
 AL0031  NGVD 29 (??/??/92)   20.637  (m)           67.71   (f) ADJ UNCH    2 2
 AL0031
 AL0031.Superseded values are not recommended for survey control.
 AL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0031.See file dsdata.txt to determine how the superseded data were derived.
 AL0031
 AL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM301039(NAD 83)
 AL0031_MARKER: DD = SURVEY DISK
 AL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0031_STAMPING: 15-73-A02
 AL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0031+STABILITY: SURFACE MOTION
 AL0031
 AL0031  HISTORY     - Date     Condition        Report By
 AL0031  HISTORY     - UNK      MONUMENTED       FLDT
 AL0031  HISTORY     - 1975     GOOD             FLDT
 AL0031
 AL0031                          STATION DESCRIPTION
 AL0031
 AL0031'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0031'1.4 MI NW FROM OLDSMAR.
 AL0031'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0031'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 0.6 MILE.  STATION
 AL0031'ON LEFT, 264 FT. EAST OF THE CENTERLINE OF 66TH STREET, 38.7
 AL0031'FT. NORTH OF THE CENTERLINE OF CURLEW RD., 18.5 FT. WEST OF THE
 AL0031'CENTERLINE OF A PAVED ROAD (NO NAME), 15.5 FT. SW FROM THE SW
 AL0031'CORNER OF THE BEGINNING OF A CONCRETE CURB, 4.2 FT. SOUTH OF A
 AL0031'POWER POLE, NUMBER 6A-26313-R.  SET IN TOP OF A CONCRETE POST
 AL0031'THAT IS 5 INCHES BELOW GROUND.  SECTION 17, T 28 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0032 ***********************************************************************
 AL0032  DESIGNATION -  15 73 A 03
 AL0032  PID         -  AL0032
 AL0032  STATE/COUNTY-  FL/PINELLAS
 AL0032  USGS QUAD   -  OLDSMAR (1987)
 AL0032
 AL0032                         *CURRENT SURVEY CONTROL
 AL0032  ___________________________________________________________________
 AL0032* NAD 83(1986)-  28 03 01.     (N)    082 43 53.     (W)     SCALED    
 AL0032* NAVD 88     -        20.212  (meters)      66.31   (feet)  ADJUSTED  
 AL0032  ___________________________________________________________________
 AL0032  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AL0032  DYNAMIC HT  -          20.182 (meters)      66.21  (feet)  COMP
 AL0032  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL0032
 AL0032  VERT ORDER  -  SECOND    CLASS II
 AL0032
 AL0032.The horizontal coordinates were scaled from a topographic map and have
 AL0032.an estimated accuracy of +/- 6 seconds.
 AL0032
 AL0032.The orthometric height was determined by differential leveling
 AL0032.and adjusted by the National Geodetic Survey in June 1991..
 AL0032
 AL0032.The geoid height was determined by GEOID03.
 AL0032
 AL0032.The dynamic height is computed by dividing the NAVD 88
 AL0032.geopotential number by the normal gravity value computed on the
 AL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0032.degrees latitude (g = 980.6199 gals.).
 AL0032
 AL0032.The modeled gravity was interpolated from observed gravity values.
 AL0032
 AL0032;                    North         East    Units  Estimated Accuracy
 AL0032;SPC FL W     -   412,000.      128,100.      MT  (+/- 180 meters Scaled)
 AL0032
 AL0032                          SUPERSEDED SURVEY CONTROL
 AL0032
 AL0032  NGVD 29 (??/??/92)   20.471  (m)           67.16   (f) ADJ UNCH    2 2
 AL0032
 AL0032.Superseded values are not recommended for survey control.
 AL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0032.See file dsdata.txt to determine how the superseded data were derived.
 AL0032
 AL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM298039(NAD 83)
 AL0032_MARKER: DD = SURVEY DISK
 AL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0032_STAMPING: 15-73-A03 DOT
 AL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0032+STABILITY: SURFACE MOTION
 AL0032
 AL0032  HISTORY     - Date     Condition        Report By
 AL0032  HISTORY     - UNK      MONUMENTED       FLDT
 AL0032  HISTORY     - 1975     GOOD             FLDT
 AL0032  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0032
 AL0032                          STATION DESCRIPTION
 AL0032
 AL0032'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0032'1.6 MI NW FROM OLDSMAR.
 AL0032'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0032'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 0.4 MILE.  STATION
 AL0032'ON LEFT, 39.0 FT. NORTH OF THE CENTERLINE OF CURLEW RD., 100.5
 AL0032'FT. WEST OF THE CENTERLINE OF MORGAN CT., 4.3 FT. SOUTH OF A
 AL0032'POWER POLE, NUMBER 6A-26309-R.  SET IN TOP OF A CONCRETE POST
 AL0032'THAT IS 3 INCHES BELOW THE GROUND.  SECTION 18, T 28 S, R 16 E.
 AL0032
 AL0032                          STATION RECOVERY (1990)
 AL0032
 AL0032'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0033 ***********************************************************************
 AL0033  DESIGNATION -  15 73 A 04
 AL0033  PID         -  AL0033
 AL0033  STATE/COUNTY-  FL/PINELLAS
 AL0033  USGS QUAD   -  OLDSMAR (1987)
 AL0033
 AL0033                         *CURRENT SURVEY CONTROL
 AL0033  ___________________________________________________________________
 AL0033* NAD 83(1986)-  28 02 55.     (N)    082 44 17.     (W)     SCALED    
 AL0033* NAVD 88     -        19.588  (meters)      64.27   (feet)  ADJUSTED  
 AL0033  ___________________________________________________________________
 AL0033  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL0033  DYNAMIC HT  -          19.560 (meters)      64.17  (feet)  COMP
 AL0033  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AL0033
 AL0033  VERT ORDER  -  SECOND    CLASS II
 AL0033
 AL0033.The horizontal coordinates were scaled from a topographic map and have
 AL0033.an estimated accuracy of +/- 6 seconds.
 AL0033
 AL0033.The orthometric height was determined by differential leveling
 AL0033.and adjusted by the National Geodetic Survey in June 1991..
 AL0033
 AL0033.The geoid height was determined by GEOID03.
 AL0033
 AL0033.The dynamic height is computed by dividing the NAVD 88
 AL0033.geopotential number by the normal gravity value computed on the
 AL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0033.degrees latitude (g = 980.6199 gals.).
 AL0033
 AL0033.The modeled gravity was interpolated from observed gravity values.
 AL0033
 AL0033;                    North         East    Units  Estimated Accuracy
 AL0033;SPC FL W     -   411,820.      127,440.      MT  (+/- 180 meters Scaled)
 AL0033
 AL0033                          SUPERSEDED SURVEY CONTROL
 AL0033
 AL0033  NGVD 29 (??/??/92)   19.848  (m)           65.12   (f) ADJ UNCH    2 2
 AL0033
 AL0033.Superseded values are not recommended for survey control.
 AL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0033.See file dsdata.txt to determine how the superseded data were derived.
 AL0033
 AL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291038(NAD 83)
 AL0033_MARKER: DE = TRAVERSE STATION DISK
 AL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0033_STAMPING: 15-73-A04
 AL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0033+STABILITY: SURFACE MOTION
 AL0033
 AL0033  HISTORY     - Date     Condition        Report By
 AL0033  HISTORY     - UNK      MONUMENTED       FLDT
 AL0033  HISTORY     - 1976     GOOD             FLDT
 AL0033  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0033
 AL0033                          STATION DESCRIPTION
 AL0033
 AL0033'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0033'5.5 MI S FROM TARPON SPRINGS.
 AL0033'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0033'584, RUN SOUTHERLY ON U.S. 19 FOR 1.3 MILE.  STATION ON LEFT,
 AL0033'101.0 FT. EAST OF THE CENTERLINE OF U.S. 19, 53.0 FT. SOUTH OF
 AL0033'THE CENTERLINE OF CURLEW RD., 13.5 FT. SE OF POWER POLE, NUMBER
 AL0033'12A-4177-R.  SET IN TOP OF CONCRETE POST THAT IS 6 INCHES BELOW
 AL0033'THE GROUND.  SECTION 18, T 28S, R 16E.
 AL0033
 AL0033                          STATION RECOVERY (1990)
 AL0033
 AL0033'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0034 ***********************************************************************
 AL0034  DESIGNATION -  15 73 A 05
 AL0034  PID         -  AL0034
 AL0034  STATE/COUNTY-  FL/PINELLAS
 AL0034  USGS QUAD   -  OLDSMAR (1987)
 AL0034
 AL0034                         *CURRENT SURVEY CONTROL
 AL0034  ___________________________________________________________________
 AL0034* NAD 83(1986)-  28 02 37.     (N)    082 44 17.     (W)     SCALED    
 AL0034* NAVD 88     -        16.886  (meters)      55.40   (feet)  ADJUSTED  
 AL0034  ___________________________________________________________________
 AL0034  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AL0034  DYNAMIC HT  -          16.861 (meters)      55.32  (feet)  COMP
 AL0034  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 AL0034
 AL0034  VERT ORDER  -  SECOND    CLASS II
 AL0034
 AL0034.The horizontal coordinates were scaled from a topographic map and have
 AL0034.an estimated accuracy of +/- 6 seconds.
 AL0034
 AL0034.The orthometric height was determined by differential leveling
 AL0034.and adjusted by the National Geodetic Survey in June 1991..
 AL0034
 AL0034.The geoid height was determined by GEOID03.
 AL0034
 AL0034.The dynamic height is computed by dividing the NAVD 88
 AL0034.geopotential number by the normal gravity value computed on the
 AL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0034.degrees latitude (g = 980.6199 gals.).
 AL0034
 AL0034.The modeled gravity was interpolated from observed gravity values.
 AL0034
 AL0034;                    North         East    Units  Estimated Accuracy
 AL0034;SPC FL W     -   411,260.      127,440.      MT  (+/- 180 meters Scaled)
 AL0034
 AL0034                          SUPERSEDED SURVEY CONTROL
 AL0034
 AL0034  NGVD 29 (??/??/92)   17.145  (m)           56.25   (f) ADJ UNCH    2 2
 AL0034
 AL0034.Superseded values are not recommended for survey control.
 AL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0034.See file dsdata.txt to determine how the superseded data were derived.
 AL0034
 AL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291032(NAD 83)
 AL0034_MARKER: DE = TRAVERSE STATION DISK
 AL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0034_STAMPING: 15-73-A05
 AL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0034+STABILITY: SURFACE MOTION
 AL0034
 AL0034  HISTORY     - Date     Condition        Report By
 AL0034  HISTORY     - UNK      MONUMENTED       FLDT
 AL0034  HISTORY     - 1976     GOOD             FLDT
 AL0034  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0034
 AL0034                          STATION DESCRIPTION
 AL0034
 AL0034'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0034'5.8 MI S FROM TARPON SPRINGS.
 AL0034'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0034'584, RUN SOUTHERLY ON U.S. 19 FOR 1.8 MILE.  STATION ON RIGHT,
 AL0034'93.5 FT. WEST OF THE CENTERLINE OF U.S. 19, 49.5 FT. WEST OF THE
 AL0034'WEST EDGE OF PAVEMENT OF THE SOUTH BOUND LANE OF U.S. 19, 17.0
 AL0034'FT. NORTH OF THE NORTH EDGE OF PAVEMENT OF ASPHALT DRIVEWAY,
 AL0034'9.0 FT. NORTH OF POWER POLE, NUMBER 6A-10913-R.  SET IN TOP OF
 AL0034'A CONCRETE POST THAT IS 6 INCHES BELOW THE GROUND.  SECTION 18,
 AL0034'T 28S, R 16E.
 AL0034
 AL0034                          STATION RECOVERY (1990)
 AL0034
 AL0034'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0023 ***********************************************************************
 AL0023  DESIGNATION -  15 73 A 11
 AL0023  PID         -  AL0023
 AL0023  STATE/COUNTY-  FL/PINELLAS
 AL0023  USGS QUAD   -  OLDSMAR (1987)
 AL0023
 AL0023                         *CURRENT SURVEY CONTROL
 AL0023  ___________________________________________________________________
 AL0023* NAD 83(1986)-  28 01 07.     (N)    082 43 17.     (W)     SCALED    
 AL0023* NAVD 88     -        27.045  (meters)      88.73   (feet)  ADJUSTED  
 AL0023  ___________________________________________________________________
 AL0023  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AL0023  DYNAMIC HT  -          27.006 (meters)      88.60  (feet)  COMP
 AL0023  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AL0023
 AL0023  VERT ORDER  -  SECOND    CLASS II
 AL0023
 AL0023.The horizontal coordinates were scaled from a topographic map and have
 AL0023.an estimated accuracy of +/- 6 seconds.
 AL0023
 AL0023.The orthometric height was determined by differential leveling
 AL0023.and adjusted by the National Geodetic Survey in June 1991..
 AL0023
 AL0023.The geoid height was determined by GEOID03.
 AL0023
 AL0023.The dynamic height is computed by dividing the NAVD 88
 AL0023.geopotential number by the normal gravity value computed on the
 AL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0023.degrees latitude (g = 980.6199 gals.).
 AL0023
 AL0023.The modeled gravity was interpolated from observed gravity values.
 AL0023
 AL0023;                    North         East    Units  Estimated Accuracy
 AL0023;SPC FL W     -   408,480.      129,060.      MT  (+/- 180 meters Scaled)
 AL0023
 AL0023                          SUPERSEDED SURVEY CONTROL
 AL0023
 AL0023  NGVD 29 (??/??/92)   27.305  (m)           89.58   (f) ADJ UNCH    2 2
 AL0023
 AL0023.Superseded values are not recommended for survey control.
 AL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0023.See file dsdata.txt to determine how the superseded data were derived.
 AL0023
 AL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307004(NAD 83)
 AL0023_MARKER: DE = TRAVERSE STATION DISK
 AL0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0023_STAMPING: 15-73-A11
 AL0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0023+STABILITY: SURFACE MOTION
 AL0023
 AL0023  HISTORY     - Date     Condition        Report By
 AL0023  HISTORY     - UNK      MONUMENTED       FLDT
 AL0023  HISTORY     - 1976     GOOD             NGS
 AL0023  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0023
 AL0023                          STATION DESCRIPTION
 AL0023
 AL0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0023'IN CLEARWATER.
 AL0023'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0023'580.  RUN EASTERLY ON S.R. 580 FOR 1.05 MILES.  STATION ON RIGHT 33.3
 AL0023'FT. SOUTH OF THE CENTERLINE OF S.R. 580, 136.6 FT. S.E. OF A POWER
 AL0023'POLE (NUMBER 2-20395), 79.2 FT. S.W. OF A POWER POLE (NUMBER, 2-20396)
 AL0023'41.7 FT. N.E. OF A FIRE HYDRANT, 20.7 FT. SOUTH OF THE EDGE OF
 AL0023'PAVEMENT.  SET IN THE TOP OF A CONCRETE POST THAT IS 6 IN. BELOW
 AL0023'GROUND.  SECTION 29, T 28, R 16.
 AL0023
 AL0023                          STATION RECOVERY (1984)
 AL0023
 AL0023'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0024 ***********************************************************************
 AL0024  DESIGNATION -  15 73 A 12
 AL0024  PID         -  AL0024
 AL0024  STATE/COUNTY-  FL/PINELLAS
 AL0024  USGS QUAD   -  OLDSMAR (1987)
 AL0024
 AL0024                         *CURRENT SURVEY CONTROL
 AL0024  ___________________________________________________________________
 AL0024* NAD 83(1986)-  28 01 07.     (N)    082 42 59.     (W)     SCALED    
 AL0024* NAVD 88     -        23.877  (meters)      78.34   (feet)  ADJUSTED  
 AL0024  ___________________________________________________________________
 AL0024  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AL0024  DYNAMIC HT  -          23.842 (meters)      78.22  (feet)  COMP
 AL0024  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AL0024
 AL0024  VERT ORDER  -  SECOND    CLASS II
 AL0024
 AL0024.The horizontal coordinates were scaled from a topographic map and have
 AL0024.an estimated accuracy of +/- 6 seconds.
 AL0024
 AL0024.The orthometric height was determined by differential leveling
 AL0024.and adjusted by the National Geodetic Survey in June 1991..
 AL0024
 AL0024.The geoid height was determined by GEOID03.
 AL0024
 AL0024.The dynamic height is computed by dividing the NAVD 88
 AL0024.geopotential number by the normal gravity value computed on the
 AL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0024.degrees latitude (g = 980.6199 gals.).
 AL0024
 AL0024.The modeled gravity was interpolated from observed gravity values.
 AL0024
 AL0024;                    North         East    Units  Estimated Accuracy
 AL0024;SPC FL W     -   408,480.      129,550.      MT  (+/- 180 meters Scaled)
 AL0024
 AL0024                          SUPERSEDED SURVEY CONTROL
 AL0024
 AL0024  NGVD 29 (??/??/92)   24.137  (m)           79.19   (f) ADJ UNCH    2 2
 AL0024
 AL0024.Superseded values are not recommended for survey control.
 AL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0024.See file dsdata.txt to determine how the superseded data were derived.
 AL0024
 AL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM312004(NAD 83)
 AL0024_MARKER: DE = TRAVERSE STATION DISK
 AL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0024_STAMPING: 15-73-A12
 AL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0024+STABILITY: SURFACE MOTION
 AL0024
 AL0024  HISTORY     - Date     Condition        Report By
 AL0024  HISTORY     - UNK      MONUMENTED       FLDT
 AL0024  HISTORY     - 1976     GOOD             NGS
 AL0024  HISTORY     - 1984     GOOD             USPSQD
 AL0024
 AL0024                          STATION DESCRIPTION
 AL0024
 AL0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0024'IN CLEARWATER.
 AL0024'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0024'580.  RUN EASTERLY ON S.R. 580 FOR 1.30 MILES.  STATION ON LEFT, 20.7
 AL0024'FT. NORTH OF THE CENTERLINE OF S.R. 580 335.0 FT. WEST OF THE
 AL0024'CENTERLINE OF LANDMARK DR. (2700 BLOCK), 14.7 FT. SOUTH OF A 4 FT.
 AL0024'HIGH WOODEN FENCE 5.4 FT. SOUTH OF A POWER POLE (NUMBER 2-20404) 2.3
 AL0024'FT. NORTH OF THE EDGE OF PAVEMENT.  SET IN THE TOP OF A CONCRETE POST
 AL0024'THAT IS 2 IN. BELOW GROUND.  SECTION 29, T 28, R 16.
 AL0024
 AL0024                          STATION RECOVERY (1984)
 AL0024
 AL0024'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0025 ***********************************************************************
 AL0025  DESIGNATION -  15 73 A 13
 AL0025  PID         -  AL0025
 AL0025  STATE/COUNTY-  FL/PINELLAS
 AL0025  USGS QUAD   -  OLDSMAR (1987)
 AL0025
 AL0025                         *CURRENT SURVEY CONTROL
 AL0025  ___________________________________________________________________
 AL0025* NAD 83(1986)-  28 01 07.     (N)    082 42 47.     (W)     SCALED    
 AL0025* NAVD 88     -        19.099  (meters)      62.66   (feet)  ADJUSTED  
 AL0025  ___________________________________________________________________
 AL0025  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AL0025  DYNAMIC HT  -          19.071 (meters)      62.57  (feet)  COMP
 AL0025  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AL0025
 AL0025  VERT ORDER  -  SECOND    CLASS II
 AL0025
 AL0025.The horizontal coordinates were scaled from a topographic map and have
 AL0025.an estimated accuracy of +/- 6 seconds.
 AL0025
 AL0025.The orthometric height was determined by differential leveling
 AL0025.and adjusted by the National Geodetic Survey in June 1991..
 AL0025
 AL0025.The geoid height was determined by GEOID03.
 AL0025
 AL0025.The dynamic height is computed by dividing the NAVD 88
 AL0025.geopotential number by the normal gravity value computed on the
 AL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0025.degrees latitude (g = 980.6199 gals.).
 AL0025
 AL0025.The modeled gravity was interpolated from observed gravity values.
 AL0025
 AL0025;                    North         East    Units  Estimated Accuracy
 AL0025;SPC FL W     -   408,480.      129,880.      MT  (+/- 180 meters Scaled)
 AL0025
 AL0025                          SUPERSEDED SURVEY CONTROL
 AL0025
 AL0025  NGVD 29 (??/??/92)   19.358  (m)           63.51   (f) ADJ UNCH    2 2
 AL0025
 AL0025.Superseded values are not recommended for survey control.
 AL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0025.See file dsdata.txt to determine how the superseded data were derived.
 AL0025
 AL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM315004(NAD 83)
 AL0025_MARKER: DE = TRAVERSE STATION DISK
 AL0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0025_STAMPING: 15-73-A13
 AL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0025+STABILITY: SURFACE MOTION
 AL0025
 AL0025  HISTORY     - Date     Condition        Report By
 AL0025  HISTORY     - UNK      MONUMENTED       FLDT
 AL0025  HISTORY     - 1976     GOOD             NGS
 AL0025  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0025
 AL0025                          STATION DESCRIPTION
 AL0025
 AL0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0025'IN CLEARWATER.
 AL0025'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0025'580.  RUN EASTERLY ON S.R. 580 FOR 1.55 MILES TO BEGINNING OF CURVE.
 AL0025'STATION ON RIGHT, 13.6 FT. S.E. OF THE EXTENDED CENTERLINE OF S.R. 580
 AL0025'1.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF S.R. 580, 68.3 FT. N.E. OF
 AL0025'A POWER POLE (NUMBER, 2-25107), 12.8 FT. N.E. OF A 12 IN. PINE TREE.
 AL0025'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AL0025'SECTION 28, T 28, R 16.
 AL0025
 AL0025                          STATION RECOVERY (1984)
 AL0025
 AL0025'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0026 ***********************************************************************
 AL0026  DESIGNATION -  15 73 A 14
 AL0026  PID         -  AL0026
 AL0026  STATE/COUNTY-  FL/PINELLAS
 AL0026  USGS QUAD   -  OLDSMAR (1987)
 AL0026
 AL0026                         *CURRENT SURVEY CONTROL
 AL0026  ___________________________________________________________________
 AL0026* NAD 83(1986)-  28 01 37.     (N)    082 42 17.     (W)     SCALED    
 AL0026* NAVD 88     -        17.049  (meters)      55.93   (feet)  ADJUSTED  
 AL0026  ___________________________________________________________________
 AL0026  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL0026  DYNAMIC HT  -          17.024 (meters)      55.85  (feet)  COMP
 AL0026  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 AL0026
 AL0026  VERT ORDER  -  SECOND    CLASS II
 AL0026
 AL0026.The horizontal coordinates were scaled from a topographic map and have
 AL0026.an estimated accuracy of +/- 6 seconds.
 AL0026
 AL0026.The orthometric height was determined by differential leveling
 AL0026.and adjusted by the National Geodetic Survey in June 1991..
 AL0026
 AL0026.The geoid height was determined by GEOID03.
 AL0026
 AL0026.The dynamic height is computed by dividing the NAVD 88
 AL0026.geopotential number by the normal gravity value computed on the
 AL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0026.degrees latitude (g = 980.6199 gals.).
 AL0026
 AL0026.The modeled gravity was interpolated from observed gravity values.
 AL0026
 AL0026;                    North         East    Units  Estimated Accuracy
 AL0026;SPC FL W     -   409,400.      130,700.      MT  (+/- 180 meters Scaled)
 AL0026
 AL0026                          SUPERSEDED SURVEY CONTROL
 AL0026
 AL0026  NGVD 29 (??/??/92)   17.308  (m)           56.78   (f) ADJ UNCH    2 2
 AL0026
 AL0026.Superseded values are not recommended for survey control.
 AL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0026.See file dsdata.txt to determine how the superseded data were derived.
 AL0026
 AL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM324013(NAD 83)
 AL0026_MARKER: DE = TRAVERSE STATION DISK
 AL0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0026_STAMPING: 15-73-A14
 AL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0026+STABILITY: SURFACE MOTION
 AL0026
 AL0026  HISTORY     - Date     Condition        Report By
 AL0026  HISTORY     - UNK      MONUMENTED       FLDT
 AL0026  HISTORY     - 1976     GOOD             NGS
 AL0026
 AL0026                          STATION DESCRIPTION
 AL0026
 AL0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0026'IN CLEARWATER.
 AL0026'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-580.
 AL0026'RUN EASTERLY ON SR-580 FOR 2.25 MILE.  STATION ON LEFT, 52.5 FT. N.W.
 AL0026'OF THE CENTERLINE OF SR-580, 1.0 FT. WEST OF THE EXTENDED CENTERLINE
 AL0026'OF C.R. 77, 105.8 FT. E.N.E. OF POWER POLE (NUMBER 2-2439-R), 74.2 FT.
 AL0026'EAST OF THE CENTERLINE OF ASPHALT RD. (NO NAME), 30.0 FT. N.E. OF
 AL0026'TELEPHONE POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE POST THAT IS
 AL0026'4 INCHES BELOW THE GROUND.  SECTION 21, T 28, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0027 ***********************************************************************
 AL0027  DESIGNATION -  15 73 A 15
 AL0027  PID         -  AL0027
 AL0027  STATE/COUNTY-  FL/PINELLAS
 AL0027  USGS QUAD   -  OLDSMAR (1987)
 AL0027
 AL0027                         *CURRENT SURVEY CONTROL
 AL0027  ___________________________________________________________________
 AL0027* NAD 83(1986)-  28 01 37.     (N)    082 41 59.     (W)     SCALED    
 AL0027* NAVD 88     -        15.058  (meters)      49.40   (feet)  ADJUSTED  
 AL0027  ___________________________________________________________________
 AL0027  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL0027  DYNAMIC HT  -          15.036 (meters)      49.33  (feet)  COMP
 AL0027  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 AL0027
 AL0027  VERT ORDER  -  SECOND    CLASS II
 AL0027
 AL0027.The horizontal coordinates were scaled from a topographic map and have
 AL0027.an estimated accuracy of +/- 6 seconds.
 AL0027
 AL0027.The orthometric height was determined by differential leveling
 AL0027.and adjusted by the National Geodetic Survey in June 1991..
 AL0027
 AL0027.The geoid height was determined by GEOID03.
 AL0027
 AL0027.The dynamic height is computed by dividing the NAVD 88
 AL0027.geopotential number by the normal gravity value computed on the
 AL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0027.degrees latitude (g = 980.6199 gals.).
 AL0027
 AL0027.The modeled gravity was interpolated from observed gravity values.
 AL0027
 AL0027;                    North         East    Units  Estimated Accuracy
 AL0027;SPC FL W     -   409,390.      131,190.      MT  (+/- 180 meters Scaled)
 AL0027
 AL0027                          SUPERSEDED SURVEY CONTROL
 AL0027
 AL0027  NGVD 29 (??/??/92)   15.318  (m)           50.26   (f) ADJ UNCH    2 2
 AL0027
 AL0027.Superseded values are not recommended for survey control.
 AL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0027.See file dsdata.txt to determine how the superseded data were derived.
 AL0027
 AL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM329013(NAD 83)
 AL0027_MARKER: DE = TRAVERSE STATION DISK
 AL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0027_STAMPING: 15-73-A15
 AL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0027+STABILITY: SURFACE MOTION
 AL0027
 AL0027  HISTORY     - Date     Condition        Report By
 AL0027  HISTORY     - UNK      MONUMENTED       FLDT
 AL0027  HISTORY     - 1976     GOOD             NGS
 AL0027
 AL0027                          STATION DESCRIPTION
 AL0027
 AL0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0027'IN CLEARWATER.
 AL0027'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-580.
 AL0027'RUN EASTERLY ON SR-580 FOR 2.60 MILE.  STATION ON RIGHT, 33.6 FT.
 AL0027'SOUTH OF THE CENTERLINE OF SR-580, 36.2 FT. EAST OF THE CENTERLINE OF
 AL0027'ASPHALT DRIVE TO ENTRANCE TO NORTH BAYHILLS, 106.7 FT. S.E. OF POWER
 AL0027'POLE (NUMBER 2-24397), 67.5 FT. EAST OF POWER POLE (NUMBER 2-24398),
 AL0027'0.5 FT. SOUTH OF A 6 FT. CHAIN LINK FENCE.  SET IN THE TOP OF A
 AL0027'CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND. SECTION 28, T 28, R
 AL0027'16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0028 ***********************************************************************
 AL0028  DESIGNATION -  15 73 A 18
 AL0028  PID         -  AL0028
 AL0028  STATE/COUNTY-  FL/PINELLAS
 AL0028  USGS QUAD   -  OLDSMAR (1987)
 AL0028
 AL0028                         *CURRENT SURVEY CONTROL
 AL0028  ___________________________________________________________________
 AL0028* NAD 83(1986)-  28 02 01.     (N)    082 41 11.     (W)     SCALED    
 AL0028* NAVD 88     -         2.298  (meters)       7.54   (feet)  ADJUSTED  
 AL0028  ___________________________________________________________________
 AL0028  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AL0028  DYNAMIC HT  -           2.295 (meters)       7.53  (feet)  COMP
 AL0028  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AL0028
 AL0028  VERT ORDER  -  SECOND    CLASS II
 AL0028
 AL0028.The horizontal coordinates were scaled from a topographic map and have
 AL0028.an estimated accuracy of +/- 6 seconds.
 AL0028
 AL0028.The orthometric height was determined by differential leveling
 AL0028.and adjusted by the National Geodetic Survey in June 1991..
 AL0028
 AL0028.The geoid height was determined by GEOID03.
 AL0028
 AL0028.The dynamic height is computed by dividing the NAVD 88
 AL0028.geopotential number by the normal gravity value computed on the
 AL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0028.degrees latitude (g = 980.6199 gals.).
 AL0028
 AL0028.The modeled gravity was interpolated from observed gravity values.
 AL0028
 AL0028;                    North         East    Units  Estimated Accuracy
 AL0028;SPC FL W     -   410,120.      132,510.      MT  (+/- 180 meters Scaled)
 AL0028
 AL0028                          SUPERSEDED SURVEY CONTROL
 AL0028
 AL0028  NGVD 29 (??/??/92)    2.557  (m)            8.39   (f) ADJ UNCH    2 2
 AL0028
 AL0028.Superseded values are not recommended for survey control.
 AL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0028.See file dsdata.txt to determine how the superseded data were derived.
 AL0028
 AL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM342020(NAD 83)
 AL0028_MARKER: DD = SURVEY DISK
 AL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0028_STAMPING: 15-73 A18
 AL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0028+STABILITY: SURFACE MOTION
 AL0028
 AL0028  HISTORY     - Date     Condition        Report By
 AL0028  HISTORY     - UNK      MONUMENTED       FLDT
 AL0028  HISTORY     - 1975     GOOD             FLDT
 AL0028
 AL0028                          STATION DESCRIPTION
 AL0028
 AL0028'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0028'AT OLDSMAR.
 AL0028'TO REACH STATION FROM THE JUNCTION OF S.R. 584 AND S.R. 580
 AL0028'(ST. PETERSBURG DR.), RUN WESTERLY ON S.R. 580 FOR 1.95 MILE.
 AL0028'STATION ON LEFT, 29.0 FT. SE OF THE CENTERLINE OF S.R. 580,
 AL0028'199.0 FT. SW OF THE CENTERLINE OF DUANE AVE., 9.5 FT. NORTH
 AL0028'OF A POWER POLE, NO NUMBER, 2.5 FT. SW OF A TELEPHONE POLE,
 AL0028'NUMBER 9, 34.5 FT. WEST OF A 15 INCH PINE TREE.  SET IN TOP
 AL0028'OF A CONCRETE POST THAT IS 0.3 FT. BELOW TOP OF GROUND.
 AL0028'SECTION 22, T 28S, R 16E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0029 ***********************************************************************
 AL0029  DESIGNATION -  15 73 A 19 FLDT
 AL0029  PID         -  AL0029
 AL0029  STATE/COUNTY-  FL/PINELLAS
 AL0029  USGS QUAD   -  OLDSMAR (1987)
 AL0029
 AL0029                         *CURRENT SURVEY CONTROL
 AL0029  ___________________________________________________________________
 AL0029* NAD 83(1986)-  28 02 13.     (N)    082 40 53.     (W)     SCALED    
 AL0029* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 AL0029  ___________________________________________________________________
 AL0029  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL0029  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 AL0029  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL0029
 AL0029  VERT ORDER  -  SECOND    CLASS I
 AL0029
 AL0029.The horizontal coordinates were scaled from a topographic map and have
 AL0029.an estimated accuracy of +/- 6 seconds.
 AL0029
 AL0029.The orthometric height was determined by differential leveling
 AL0029.and adjusted by the National Geodetic Survey in June 1991..
 AL0029
 AL0029.The geoid height was determined by GEOID03.
 AL0029
 AL0029.The dynamic height is computed by dividing the NAVD 88
 AL0029.geopotential number by the normal gravity value computed on the
 AL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0029.degrees latitude (g = 980.6199 gals.).
 AL0029
 AL0029.The modeled gravity was interpolated from observed gravity values.
 AL0029
 AL0029;                    North         East    Units  Estimated Accuracy
 AL0029;SPC FL W     -   410,490.      133,000.      MT  (+/- 180 meters Scaled)
 AL0029
 AL0029                          SUPERSEDED SURVEY CONTROL
 AL0029
 AL0029  NGVD 29 (??/??/92)    1.341  (m)            4.40   (f) ADJ UNCH    2 1
 AL0029
 AL0029.Superseded values are not recommended for survey control.
 AL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0029.See file dsdata.txt to determine how the superseded data were derived.
 AL0029
 AL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM347024(NAD 83)
 AL0029_MARKER: DD = SURVEY DISK
 AL0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0029_STAMPING: 15-73-A19
 AL0029_MARK LOGO: FLDT  
 AL0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0029+STABILITY: SURFACE MOTION
 AL0029
 AL0029  HISTORY     - Date     Condition        Report By
 AL0029  HISTORY     - UNK      MONUMENTED       FLDT
 AL0029  HISTORY     - 1975     GOOD             FLDT
 AL0029  HISTORY     - 1983     GOOD             FLDNR
 AL0029
 AL0029                          STATION DESCRIPTION
 AL0029
 AL0029'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0029'AT OLDSMAR.
 AL0029'TO REACH STATION FROM THE JUNCTION OF S.R. 584 AND S.R. 580
 AL0029'(ST. PETERSBURG DR.), RUN WESTERLY ON S.R. 580 FOR 1.7 MILE
 AL0029'TO C.R. 233.  STATION ON RIGHT, IN NE CORNER OF INTERSECTION,
 AL0029'72 FT. NORTH OF THE CENTERLINE OF S.R. 580, 32.0 FT. EAST
 AL0029'OF THE CENTERLINE OF C.R. 233, 72.0 FT. N/NW OF A 10 INCH PALM
 AL0029'TREE, 23.8 FT. EAST OF A POWER POLE (NO NUMBER).  SET IN
 AL0029'TOP OF A CONCRETE POST THAT IS 0.5 FT. BELOW GROUND LEVEL.
 AL0029'SECTION 22, T 28S, R 16E
 AL0029
 AL0029                          STATION RECOVERY (1983)
 AL0029
 AL0029'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0029'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 27.8 FEET NORTH OF
 AL0029'POWER POLE 308-107.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0030 ***********************************************************************
 AL0030  DESIGNATION -  15 73 A 21
 AL0030  PID         -  AL0030
 AL0030  STATE/COUNTY-  FL/PINELLAS
 AL0030  USGS QUAD   -  OLDSMAR (1987)
 AL0030
 AL0030                         *CURRENT SURVEY CONTROL
 AL0030  ___________________________________________________________________
 AL0030* NAD 83(1986)-  28 02 07.     (N)    082 40 23.     (W)     SCALED    
 AL0030* NAVD 88     -         1.703  (meters)       5.59   (feet)  ADJUSTED  
 AL0030  ___________________________________________________________________
 AL0030  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL0030  DYNAMIC HT  -           1.700 (meters)       5.58  (feet)  COMP
 AL0030  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AL0030
 AL0030  VERT ORDER  -  SECOND    CLASS II
 AL0030
 AL0030.The horizontal coordinates were scaled from a topographic map and have
 AL0030.an estimated accuracy of +/- 6 seconds.
 AL0030
 AL0030.The orthometric height was determined by differential leveling
 AL0030.and adjusted by the National Geodetic Survey in June 1991..
 AL0030
 AL0030.The geoid height was determined by GEOID03.
 AL0030
 AL0030.The dynamic height is computed by dividing the NAVD 88
 AL0030.geopotential number by the normal gravity value computed on the
 AL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0030.degrees latitude (g = 980.6199 gals.).
 AL0030
 AL0030.The modeled gravity was interpolated from observed gravity values.
 AL0030
 AL0030;                    North         East    Units  Estimated Accuracy
 AL0030;SPC FL W     -   410,300.      133,820.      MT  (+/- 180 meters Scaled)
 AL0030
 AL0030                          SUPERSEDED SURVEY CONTROL
 AL0030
 AL0030  NGVD 29 (??/??/92)    1.960  (m)            6.43   (f) ADJ UNCH    2 2
 AL0030
 AL0030.Superseded values are not recommended for survey control.
 AL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0030.See file dsdata.txt to determine how the superseded data were derived.
 AL0030
 AL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM355022(NAD 83)
 AL0030_MARKER: DD = SURVEY DISK
 AL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0030_STAMPING: 15-73-A21
 AL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0030+STABILITY: SURFACE MOTION
 AL0030
 AL0030  HISTORY     - Date     Condition        Report By
 AL0030  HISTORY     - UNK      MONUMENTED       FLDT
 AL0030  HISTORY     - 1975     GOOD             FLDT
 AL0030
 AL0030                          STATION DESCRIPTION
 AL0030
 AL0030'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0030'AT OLDSMAR.
 AL0030'TO REACH STATION FROM THE JUNCTION OF S.R. 584 AND S.R. 580
 AL0030'(ST. PETERSBURG DR.), RUN WESTERLY ON S.R. 580 FOR 1.15 MI.
 AL0030'STATION ON LEFT, 32.0 FT. SOUTH OF THE CENTERLINE OF S.R. 580,
 AL0030'112.5 FT. EAST OF THE CENTERLINE OF PINE ST., 19.0 FT. NE OF A
 AL0030'22 INCH PINE TREE, 29.0 FT. WEST OF A 22 INCH PINE TREE, 26.0
 AL0030'SE OF A 22 INCH PINE TREE.  SET IN THE TOP OF A CONCRETE POST
 AL0030'THAT IS 0.5 FT. BELOW GROUND.  SECTION 23, T 28S, R 16E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0038 ***********************************************************************
 AG0038  DESIGNATION -  15 73 B 01 FLDT
 AG0038  PID         -  AG0038
 AG0038  STATE/COUNTY-  FL/PINELLAS
 AG0038  USGS QUAD   -  SEMINOLE (1995)
 AG0038
 AG0038                         *CURRENT SURVEY CONTROL
 AG0038  ___________________________________________________________________
 AG0038* NAD 83(1986)-  27 48 49.     (N)    082 45 59.     (W)     SCALED    
 AG0038* NAVD 88     -         1.252  (meters)       4.11   (feet)  ADJUSTED  
 AG0038  ___________________________________________________________________
 AG0038  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG0038  DYNAMIC HT  -           1.250 (meters)       4.10  (feet)  COMP
 AG0038  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AG0038
 AG0038  VERT ORDER  -  SECOND    CLASS I
 AG0038
 AG0038.The horizontal coordinates were scaled from a topographic map and have
 AG0038.an estimated accuracy of +/- 6 seconds.
 AG0038
 AG0038.The orthometric height was determined by differential leveling
 AG0038.and adjusted by the National Geodetic Survey in June 1991..
 AG0038
 AG0038.The geoid height was determined by GEOID03.
 AG0038
 AG0038.The dynamic height is computed by dividing the NAVD 88
 AG0038.geopotential number by the normal gravity value computed on the
 AG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0038.degrees latitude (g = 980.6199 gals.).
 AG0038
 AG0038.The modeled gravity was interpolated from observed gravity values.
 AG0038
 AG0038;                    North         East    Units  Estimated Accuracy
 AG0038;SPC FL W     -   385,790.      124,490.      MT  (+/- 180 meters Scaled)
 AG0038
 AG0038                          SUPERSEDED SURVEY CONTROL
 AG0038
 AG0038  NGVD 29 (??/??/92)    1.520  (m)            4.99   (f) ADJ UNCH    2 1
 AG0038
 AG0038.Superseded values are not recommended for survey control.
 AG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0038.See file dsdata.txt to determine how the superseded data were derived.
 AG0038
 AG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL260778(NAD 83)
 AG0038_MARKER: DS = TRIANGULATION STATION DISK
 AG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0038_STAMPING: 15-73-B 01 DOT
 AG0038_MARK LOGO: FLDT  
 AG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0038+STABILITY: SURFACE MOTION
 AG0038
 AG0038  HISTORY     - Date     Condition        Report By
 AG0038  HISTORY     - UNK      MONUMENTED       FLDT
 AG0038  HISTORY     - 1976     GOOD             FLDT
 AG0038  HISTORY     - 1977     GOOD             FL-103
 AG0038  HISTORY     - 1982     GOOD             FLDNR
 AG0038  HISTORY     - 1990     GOOD             USPSQD
 AG0038
 AG0038                          STATION DESCRIPTION
 AG0038
 AG0038'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0038'1 MI NW FROM ST PETERSBURG.
 AG0038'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0038'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.) RUN WESTERLY
 AG0038'ON U.S. ALT. 19 FOR 0.9 MILE.  STATION ON RIGHT, 111.0 FT. N/NE
 AG0038'OF THE CENTERLINE OF U.S. ALT. 19, 104.0 FT. NW OF LIGHT POLE,
 AG0038'NUMBER 1-81427, 94.0 FT. E/SE OF POWER POLE, NUMBER 1-85942, 93.0
 AG0038'FT. E/SE OF THE SW CORNER OF 4 FT. CHAIN LINK FENCE, 66.5 FT.
 AG0038'N/NE OF THE BACK OF CURB, 7.2 FT. SOUTH OF 4 FT. CHAIN LINK FENCE.
 AG0038'SET IN TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND.
 AG0038'SECTION 2, T 31S, R 15E.
 AG0038
 AG0038                          STATION RECOVERY (1977)
 AG0038
 AG0038'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0038'RECOVERED IN GOOD CONDITION.
 AG0038
 AG0038                          STATION RECOVERY (1982)
 AG0038
 AG0038'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0038'RECOVERED IN GOOD CONDITION.
 AG0038
 AG0038                          STATION RECOVERY (1990)
 AG0038
 AG0038'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0039 ***********************************************************************
 AG0039  DESIGNATION -  15 73 B 02 FLDT
 AG0039  PID         -  AG0039
 AG0039  STATE/COUNTY-  FL/PINELLAS
 AG0039  USGS QUAD   -  SEMINOLE (1995)
 AG0039
 AG0039                         *CURRENT SURVEY CONTROL
 AG0039  ___________________________________________________________________
 AG0039* NAD 83(1986)-  27 48 43.     (N)    082 45 29.     (W)     SCALED    
 AG0039* NAVD 88     -         1.955  (meters)       6.41   (feet)  ADJUSTED  
 AG0039  ___________________________________________________________________
 AG0039  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG0039  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 AG0039  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 AG0039
 AG0039  VERT ORDER  -  SECOND    CLASS II
 AG0039
 AG0039.The horizontal coordinates were scaled from a topographic map and have
 AG0039.an estimated accuracy of +/- 6 seconds.
 AG0039
 AG0039.The orthometric height was determined by differential leveling
 AG0039.and adjusted by the National Geodetic Survey in June 1991..
 AG0039
 AG0039.The geoid height was determined by GEOID03.
 AG0039
 AG0039.The dynamic height is computed by dividing the NAVD 88
 AG0039.geopotential number by the normal gravity value computed on the
 AG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0039.degrees latitude (g = 980.6199 gals.).
 AG0039
 AG0039.The modeled gravity was interpolated from observed gravity values.
 AG0039
 AG0039;                    North         East    Units  Estimated Accuracy
 AG0039;SPC FL W     -   385,600.      125,310.      MT  (+/- 180 meters Scaled)
 AG0039
 AG0039                          SUPERSEDED SURVEY CONTROL
 AG0039
 AG0039  NGVD 29 (??/??/92)    2.223  (m)            7.29   (f) ADJ UNCH    2 2
 AG0039
 AG0039.Superseded values are not recommended for survey control.
 AG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0039.See file dsdata.txt to determine how the superseded data were derived.
 AG0039
 AG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL268776(NAD 83)
 AG0039_MARKER: DD = SURVEY DISK
 AG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0039_STAMPING: 15-73-B02
 AG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0039+STABILITY: SURFACE MOTION
 AG0039
 AG0039  HISTORY     - Date     Condition        Report By
 AG0039  HISTORY     - UNK      MONUMENTED       FLDT
 AG0039  HISTORY     - 1976     GOOD             FLDT
 AG0039  HISTORY     - 1977     GOOD             FL-103
 AG0039
 AG0039                          STATION DESCRIPTION
 AG0039
 AG0039'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0039'0.8 MI NW FROM ST PETERSBURG.
 AG0039'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0039'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN WESTERLY
 AG0039'ON U.S. ALT. 19 FOR 0.35 MILE.  STATION ON RIGHT, 106.0 FT. N/NE
 AG0039'OF THE CENTERLINE OF U.S. ALT. 19, 47.4 FT. SOUTH OF THE CENTERLINE
 AG0039'OF RAIL ROAD TRACK, 221.0 FT. SE OF THE SE CORNER MILNE-O BERRY
 AG0039'PACKING CO., 71.0 FT. N/NE OF THE BACK OF CURB, 15.5 FT. SE OF
 AG0039'POWER POLE, NUMBER 1A-1558-R.  SET IN TOP OF A CONCRETE POST THAT
 AG0039'IS 4 INCHES BELOW THE GROUND.  SECTION 1, T 31S, R 15E.
 AG0039
 AG0039                          STATION RECOVERY (1977)
 AG0039
 AG0039'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0035 ***********************************************************************
 AL0035  DESIGNATION -  15 74 A 01
 AL0035  PID         -  AL0035
 AL0035  STATE/COUNTY-  FL/PINELLAS
 AL0035  USGS QUAD   -  OLDSMAR (1987)
 AL0035
 AL0035                         *CURRENT SURVEY CONTROL
 AL0035  ___________________________________________________________________
 AL0035* NAD 83(1986)-  28 03 25.     (N)    082 44 17.     (W)     SCALED    
 AL0035* NAVD 88     -        16.168  (meters)      53.04   (feet)  ADJUSTED  
 AL0035  ___________________________________________________________________
 AL0035  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AL0035  DYNAMIC HT  -          16.144 (meters)      52.97  (feet)  COMP
 AL0035  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AL0035
 AL0035  VERT ORDER  -  SECOND    CLASS II
 AL0035
 AL0035.The horizontal coordinates were scaled from a topographic map and have
 AL0035.an estimated accuracy of +/- 6 seconds.
 AL0035
 AL0035.The orthometric height was determined by differential leveling
 AL0035.and adjusted by the National Geodetic Survey in June 1991..
 AL0035
 AL0035.The geoid height was determined by GEOID03.
 AL0035
 AL0035.The dynamic height is computed by dividing the NAVD 88
 AL0035.geopotential number by the normal gravity value computed on the
 AL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0035.degrees latitude (g = 980.6199 gals.).
 AL0035
 AL0035.The modeled gravity was interpolated from observed gravity values.
 AL0035
 AL0035;                    North         East    Units  Estimated Accuracy
 AL0035;SPC FL W     -   412,740.      127,450.      MT  (+/- 180 meters Scaled)
 AL0035
 AL0035                          SUPERSEDED SURVEY CONTROL
 AL0035
 AL0035  NGVD 29 (??/??/92)   16.427  (m)           53.89   (f) ADJ UNCH    2 2
 AL0035
 AL0035.Superseded values are not recommended for survey control.
 AL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0035.See file dsdata.txt to determine how the superseded data were derived.
 AL0035
 AL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291047(NAD 83)
 AL0035_MARKER: DE = TRAVERSE STATION DISK
 AL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0035_STAMPING: 15-74-A01
 AL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0035+STABILITY: SURFACE MOTION
 AL0035
 AL0035  HISTORY     - Date     Condition        Report By
 AL0035  HISTORY     - UNK      MONUMENTED       FLDT
 AL0035  HISTORY     - 1976     GOOD             FLDT
 AL0035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0035
 AL0035                          STATION DESCRIPTION
 AL0035
 AL0035'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0035'4.9 MI S FROM TARPON SPRINGS.
 AL0035'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0035'584, RUN SOUTHERLY ON U.S. 19 FOR 0.75 MILE.  STATION ON RIGHT,
 AL0035'96.0 FT. WEST OF THE CENTERLINE OF U.S. 19, 361.0 FT. NORTH
 AL0035'OF THE CENTERLINE OF C.R. 39, 27.5 FT. SE OF A 12 INCH ORANGE
 AL0035'TREE, 52.0 FT. N/NE OF AN 8 INCH ORANGE TREE, 12.0 FT. EAST OF
 AL0035'A 12 INCH ORANGE TREE.  SET IN TOP OF A CONCRETE POST THAT IS
 AL0035'4 INCHES BELOW THE GROUND.  SECTION 7, T28S, R16E.
 AL0035
 AL0035                          STATION RECOVERY (1990)
 AL0035
 AL0035'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0036 ***********************************************************************
 AL0036  DESIGNATION -  15 74 A 02
 AL0036  PID         -  AL0036
 AL0036  STATE/COUNTY-  FL/PINELLAS
 AL0036  USGS QUAD   -  OLDSMAR (1987)
 AL0036
 AL0036                         *CURRENT SURVEY CONTROL
 AL0036  ___________________________________________________________________
 AL0036* NAD 83(1986)-  28 04 01.     (N)    082 44 23.     (W)     SCALED    
 AL0036* NAVD 88     -        20.515  (meters)      67.31   (feet)  ADJUSTED  
 AL0036  ___________________________________________________________________
 AL0036  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL0036  DYNAMIC HT  -          20.485 (meters)      67.21  (feet)  COMP
 AL0036  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AL0036
 AL0036  VERT ORDER  -  SECOND    CLASS II
 AL0036
 AL0036.The horizontal coordinates were scaled from a topographic map and have
 AL0036.an estimated accuracy of +/- 6 seconds.
 AL0036
 AL0036.The orthometric height was determined by differential leveling
 AL0036.and adjusted by the National Geodetic Survey in June 1991..
 AL0036
 AL0036.The geoid height was determined by GEOID03.
 AL0036
 AL0036.The dynamic height is computed by dividing the NAVD 88
 AL0036.geopotential number by the normal gravity value computed on the
 AL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0036.degrees latitude (g = 980.6199 gals.).
 AL0036
 AL0036.The modeled gravity was interpolated from observed gravity values.
 AL0036
 AL0036;                    North         East    Units  Estimated Accuracy
 AL0036;SPC FL W     -   413,850.      127,290.      MT  (+/- 180 meters Scaled)
 AL0036
 AL0036                          SUPERSEDED SURVEY CONTROL
 AL0036
 AL0036  NGVD 29 (??/??/92)   20.774  (m)           68.16   (f) ADJ UNCH    2 2
 AL0036
 AL0036.Superseded values are not recommended for survey control.
 AL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0036.See file dsdata.txt to determine how the superseded data were derived.
 AL0036
 AL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290058(NAD 83)
 AL0036_MARKER: DE = TRAVERSE STATION DISK
 AL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0036_STAMPING: 15-74-A02
 AL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0036+STABILITY: SURFACE MOTION
 AL0036
 AL0036  HISTORY     - Date     Condition        Report By
 AL0036  HISTORY     - UNK      MONUMENTED       FLDT
 AL0036  HISTORY     - 1976     GOOD             FLDT
 AL0036  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0036
 AL0036                          STATION DESCRIPTION
 AL0036
 AL0036'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0036'4.2 MI S FROM TARPON SPRINGS.
 AL0036'STATION IS LOCATED AT THE INTERSECTION OF U.S. 19 AND S.R. 584.
 AL0036'STATION IN THE SE CORNER, 71.0 FT. EAST OF THE CENTERLINE OF
 AL0036'U.S. 19, 43.0 FT. SOUTH OF THE CENTERLINE OF S.R. 584, 24.0 FT.
 AL0036'WEST OF POWER POLE, NUMBER 12A-6072-R, 6.5 FT. SE OF THE EDGE
 AL0036'OF PAVEMENT.  SET IN TOP OF CONCRETE POST THAT IS 4 INCHES
 AL0036'BELOW THE GROUND.  SECTION 7, T28S, R16E.
 AL0036
 AL0036                          STATION RECOVERY (1990)
 AL0036
 AL0036'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0037 ***********************************************************************
 AL0037  DESIGNATION -  15 74 A 03
 AL0037  PID         -  AL0037
 AL0037  STATE/COUNTY-  FL/PINELLAS
 AL0037  USGS QUAD   -  OLDSMAR (1987)
 AL0037
 AL0037                         *CURRENT SURVEY CONTROL
 AL0037  ___________________________________________________________________
 AL0037* NAD 83(1986)-  28 04 55.     (N)    082 44 23.     (W)     SCALED    
 AL0037* NAVD 88     -        23.657  (meters)      77.61   (feet)  ADJUSTED  
 AL0037  ___________________________________________________________________
 AL0037  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AL0037  DYNAMIC HT  -          23.623 (meters)      77.50  (feet)  COMP
 AL0037  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AL0037
 AL0037  VERT ORDER  -  SECOND    CLASS II
 AL0037
 AL0037.The horizontal coordinates were scaled from a topographic map and have
 AL0037.an estimated accuracy of +/- 6 seconds.
 AL0037
 AL0037.The orthometric height was determined by differential leveling
 AL0037.and adjusted by the National Geodetic Survey in June 1991..
 AL0037
 AL0037.The geoid height was determined by GEOID03.
 AL0037
 AL0037.The dynamic height is computed by dividing the NAVD 88
 AL0037.geopotential number by the normal gravity value computed on the
 AL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0037.degrees latitude (g = 980.6199 gals.).
 AL0037
 AL0037.The modeled gravity was interpolated from observed gravity values.
 AL0037
 AL0037;                    North         East    Units  Estimated Accuracy
 AL0037;SPC FL W     -   415,510.      127,300.      MT  (+/- 180 meters Scaled)
 AL0037
 AL0037                          SUPERSEDED SURVEY CONTROL
 AL0037
 AL0037  NGVD 29 (??/??/92)   23.916  (m)           78.46   (f) ADJ UNCH    2 2
 AL0037
 AL0037.Superseded values are not recommended for survey control.
 AL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0037.See file dsdata.txt to determine how the superseded data were derived.
 AL0037
 AL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290075(NAD 83)
 AL0037_MARKER: DE = TRAVERSE STATION DISK
 AL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0037_STAMPING: 15-74-A03
 AL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0037+STABILITY: SURFACE MOTION
 AL0037
 AL0037  HISTORY     - Date     Condition        Report By
 AL0037  HISTORY     - UNK      MONUMENTED       FLDT
 AL0037  HISTORY     - 1976     GOOD             FLDT
 AL0037
 AL0037                          STATION DESCRIPTION
 AL0037
 AL0037'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0037'3.3 MI S FROM TARPON SPRINGS.
 AL0037'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0037'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 4.65 MILE.
 AL0037'STATION ON LEFT, AT THE CENTERLINE OF U.S. 19, 84.0 FT. NORTH
 AL0037'OF THE EXTENDED CENTERLINE OF THE ENTRANCE TO HIGHLAND LAKES
 AL0037'ESTATES, 23.5 FT. NORTH OF THE BACK OF CURB, 8.0 FT. EAST OF
 AL0037'THE BACK OF CURB.  SET IN TOP OF CONCRETE POST THAT IS 4 INCHES
 AL0037'BELOW THE GROUND.  SECTION 6, T28S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0039 ***********************************************************************
 AL0039  DESIGNATION -  15 74 A 04
 AL0039  PID         -  AL0039
 AL0039  STATE/COUNTY-  FL/PINELLAS
 AL0039  USGS QUAD   -  OLDSMAR (1987)
 AL0039
 AL0039                         *CURRENT SURVEY CONTROL
 AL0039  ___________________________________________________________________
 AL0039* NAD 83(1986)-  28 05 37.     (N)    082 44 23.     (W)     SCALED    
 AL0039* NAVD 88     -        18.022  (meters)      59.13   (feet)  ADJUSTED  
 AL0039  ___________________________________________________________________
 AL0039  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AL0039  DYNAMIC HT  -          17.996 (meters)      59.04  (feet)  COMP
 AL0039  MODELED GRAV-     979,191.4   (mgal)                       NAVD 88
 AL0039
 AL0039  VERT ORDER  -  SECOND    CLASS II
 AL0039
 AL0039.The horizontal coordinates were scaled from a topographic map and have
 AL0039.an estimated accuracy of +/- 6 seconds.
 AL0039
 AL0039.The orthometric height was determined by differential leveling
 AL0039.and adjusted by the National Geodetic Survey in June 1991..
 AL0039
 AL0039.The geoid height was determined by GEOID03.
 AL0039
 AL0039.The dynamic height is computed by dividing the NAVD 88
 AL0039.geopotential number by the normal gravity value computed on the
 AL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0039.degrees latitude (g = 980.6199 gals.).
 AL0039
 AL0039.The modeled gravity was interpolated from observed gravity values.
 AL0039
 AL0039;                    North         East    Units  Estimated Accuracy
 AL0039;SPC FL W     -   416,800.      127,310.      MT  (+/- 180 meters Scaled)
 AL0039
 AL0039                          SUPERSEDED SURVEY CONTROL
 AL0039
 AL0039  NGVD 29 (??/??/92)   18.282  (m)           59.98   (f) ADJ UNCH    2 2
 AL0039
 AL0039.Superseded values are not recommended for survey control.
 AL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0039.See file dsdata.txt to determine how the superseded data were derived.
 AL0039
 AL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290087(NAD 83)
 AL0039_MARKER: DE = TRAVERSE STATION DISK
 AL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0039_STAMPING: 15-74-A04
 AL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0039+STABILITY: SURFACE MOTION
 AL0039
 AL0039  HISTORY     - Date     Condition        Report By
 AL0039  HISTORY     - UNK      MONUMENTED       FLDT
 AL0039  HISTORY     - 1976     GOOD             FLDT
 AL0039
 AL0039                          STATION DESCRIPTION
 AL0039
 AL0039'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0039'2.5 MI S FROM TARPON SPRINGS.
 AL0039'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0039'KEYSTONE RD. (S.R. 582) RUN SOUTHERLY ON U.S. 19 FOR 3.85 MILE.
 AL0039'STATION ON LEFT, AT THE CENTERLINE OF U.S. 19, 71.5 FT. SOUTH
 AL0039'OF CENTERLINE OF ALDERMAN RD., 18.7 FT. SOUTH OF THE BACK OF
 AL0039'CURB.  SET IN TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW
 AL0039'THE GROUND.  SECTION 31, T27S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0041 ***********************************************************************
 AL0041  DESIGNATION -  15 74 A 08
 AL0041  PID         -  AL0041
 AL0041  STATE/COUNTY-  FL/PINELLAS
 AL0041  USGS QUAD   -  ELFERS (1987)
 AL0041
 AL0041                         *CURRENT SURVEY CONTROL
 AL0041  ___________________________________________________________________
 AL0041* NAD 83(1986)-  28 08 43.     (N)    082 44 23.     (W)     SCALED    
 AL0041* NAVD 88     -         2.487  (meters)       8.16   (feet)  ADJUSTED  
 AL0041  ___________________________________________________________________
 AL0041  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AL0041  DYNAMIC HT  -           2.484 (meters)       8.15  (feet)  COMP
 AL0041  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AL0041
 AL0041  VERT ORDER  -  SECOND    CLASS II
 AL0041
 AL0041.The horizontal coordinates were scaled from a topographic map and have
 AL0041.an estimated accuracy of +/- 6 seconds.
 AL0041
 AL0041.The orthometric height was determined by differential leveling
 AL0041.and adjusted by the National Geodetic Survey in June 1991..
 AL0041
 AL0041.The geoid height was determined by GEOID03.
 AL0041
 AL0041.The dynamic height is computed by dividing the NAVD 88
 AL0041.geopotential number by the normal gravity value computed on the
 AL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0041.degrees latitude (g = 980.6199 gals.).
 AL0041
 AL0041.The modeled gravity was interpolated from observed gravity values.
 AL0041
 AL0041;                    North         East    Units  Estimated Accuracy
 AL0041;SPC FL W     -   422,530.      127,340.      MT  (+/- 180 meters Scaled)
 AL0041
 AL0041                          SUPERSEDED SURVEY CONTROL
 AL0041
 AL0041  NGVD 29 (??/??/92)    2.746  (m)            9.01   (f) ADJ UNCH    2 2
 AL0041
 AL0041.Superseded values are not recommended for survey control.
 AL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0041.See file dsdata.txt to determine how the superseded data were derived.
 AL0041
 AL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291145(NAD 83)
 AL0041_MARKER: DE = TRAVERSE STATION DISK
 AL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0041_STAMPING: 15-74-A08
 AL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0041+STABILITY: SURFACE MOTION
 AL0041
 AL0041  HISTORY     - Date     Condition        Report By
 AL0041  HISTORY     - UNK      MONUMENTED       FLDT
 AL0041  HISTORY     - 1976     GOOD             NGS
 AL0041
 AL0041                          STATION DESCRIPTION
 AL0041
 AL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0041'IN TARPON SPRINGS.
 AL0041'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND KEYSTONE RD.
 AL0041'(SR-582).  IN THE S.E. CORNER, 45.0 FT. EAST OF THE CENTERLINE OF U.S.
 AL0041'HWY. 19, 112.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD., 4.0 FT.
 AL0041'N.W. OF LIGHT POLE (NO NUMBER), 1.7 FT. EAST OF THE BACK OF CURB. SET
 AL0041'IN THE TOP OF A CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND.
 AL0041'SECTION 7, T 27, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0040 ***********************************************************************
 AL0040  DESIGNATION -  15 74 A 08 A
 AL0040  PID         -  AL0040
 AL0040  STATE/COUNTY-  FL/PINELLAS
 AL0040  USGS QUAD   -  ELFERS (1987)
 AL0040
 AL0040                         *CURRENT SURVEY CONTROL
 AL0040  ___________________________________________________________________
 AL0040* NAD 83(1986)-  28 08 43.     (N)    082 44 41.     (W)     SCALED    
 AL0040* NAVD 88     -         5.005  (meters)      16.42   (feet)  ADJUSTED  
 AL0040  ___________________________________________________________________
 AL0040  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AL0040  DYNAMIC HT  -           4.998 (meters)      16.40  (feet)  COMP
 AL0040  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AL0040
 AL0040  VERT ORDER  -  SECOND    CLASS II
 AL0040
 AL0040.The horizontal coordinates were scaled from a topographic map and have
 AL0040.an estimated accuracy of +/- 6 seconds.
 AL0040
 AL0040.The orthometric height was determined by differential leveling
 AL0040.and adjusted by the National Geodetic Survey in June 1991..
 AL0040
 AL0040.The geoid height was determined by GEOID03.
 AL0040
 AL0040.The dynamic height is computed by dividing the NAVD 88
 AL0040.geopotential number by the normal gravity value computed on the
 AL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0040.degrees latitude (g = 980.6199 gals.).
 AL0040
 AL0040.The modeled gravity was interpolated from observed gravity values.
 AL0040
 AL0040;                    North         East    Units  Estimated Accuracy
 AL0040;SPC FL W     -   422,530.      126,850.      MT  (+/- 180 meters Scaled)
 AL0040
 AL0040                          SUPERSEDED SURVEY CONTROL
 AL0040
 AL0040  NGVD 29 (??/??/92)    5.264  (m)           17.27   (f) ADJ UNCH    2 2
 AL0040
 AL0040.Superseded values are not recommended for survey control.
 AL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0040.See file dsdata.txt to determine how the superseded data were derived.
 AL0040
 AL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM286145(NAD 83)
 AL0040_MARKER: DE = TRAVERSE STATION DISK
 AL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0040_STAMPING: 15-74-A08A
 AL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0040+STABILITY: SURFACE MOTION
 AL0040
 AL0040  HISTORY     - Date     Condition        Report By
 AL0040  HISTORY     - UNK      MONUMENTED       FLDT
 AL0040  HISTORY     - 1976     GOOD             NGS
 AL0040  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0040
 AL0040                          STATION DESCRIPTION
 AL0040
 AL0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0040'IN TARPON SPRINGS.
 AL0040'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AL0040'(PINELLAS AVE.) AND TARPON AVE. (SR-582).  RUN EASTERLY ON TARPON AVE.
 AL0040'FOR 0.8 MILES TO HUEY AVE.  STATION ON LEFT, IN THE N.W. CORNER, 19.0
 AL0040'FT. NORTH OF THE CENTERLINE OF TARPON AVE., 51.0 FT. WEST OF THE
 AL0040'CENTERLINE OF HUEY AVE., 36.0 FT. S.S.W. OF 18 INCH PUNK TREE, 12.5
 AL0040'FT. S.W. OF A POWER POLE (NUMBER 12A-5011).  SET IN THE TOP OF A
 AL0040'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 7, T 27, R 16.
 AL0040
 AL0040                          STATION RECOVERY (1990)
 AL0040
 AL0040'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0042 ***********************************************************************
 AL0042  DESIGNATION -  15 74 A 08 B
 AL0042  PID         -  AL0042
 AL0042  STATE/COUNTY-  FL/PINELLAS
 AL0042  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0042
 AL0042                         *CURRENT SURVEY CONTROL
 AL0042  ___________________________________________________________________
 AL0042* NAD 83(1986)-  28 08 43.     (N)    082 44 59.     (W)     SCALED    
 AL0042* NAVD 88     -         7.151  (meters)      23.46   (feet)  ADJUSTED  
 AL0042  ___________________________________________________________________
 AL0042  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AL0042  DYNAMIC HT  -           7.141 (meters)      23.43  (feet)  COMP
 AL0042  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 AL0042
 AL0042  VERT ORDER  -  SECOND    CLASS II
 AL0042
 AL0042.The horizontal coordinates were scaled from a topographic map and have
 AL0042.an estimated accuracy of +/- 6 seconds.
 AL0042
 AL0042.The orthometric height was determined by differential leveling
 AL0042.and adjusted by the National Geodetic Survey in June 1991..
 AL0042
 AL0042.The geoid height was determined by GEOID03.
 AL0042
 AL0042.The dynamic height is computed by dividing the NAVD 88
 AL0042.geopotential number by the normal gravity value computed on the
 AL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0042.degrees latitude (g = 980.6199 gals.).
 AL0042
 AL0042.The modeled gravity was interpolated from observed gravity values.
 AL0042
 AL0042;                    North         East    Units  Estimated Accuracy
 AL0042;SPC FL W     -   422,540.      126,360.      MT  (+/- 180 meters Scaled)
 AL0042
 AL0042                          SUPERSEDED SURVEY CONTROL
 AL0042
 AL0042  NGVD 29 (??/??/92)    7.411  (m)           24.31   (f) ADJ UNCH    2 2
 AL0042
 AL0042.Superseded values are not recommended for survey control.
 AL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0042.See file dsdata.txt to determine how the superseded data were derived.
 AL0042
 AL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM281145(NAD 83)
 AL0042_MARKER: DE = TRAVERSE STATION DISK
 AL0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0042_STAMPING: 15-74-A08B
 AL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0042+STABILITY: SURFACE MOTION
 AL0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0042+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2005
 AL0042
 AL0042  HISTORY     - Date     Condition        Report By
 AL0042  HISTORY     - UNK      MONUMENTED       FLDT
 AL0042  HISTORY     - 1976     GOOD             NGS
 AL0042  HISTORY     - 1991     GOOD             USPSQD
 AL0042  HISTORY     - 20050221 GOOD             USPSQD
 AL0042
 AL0042                          STATION DESCRIPTION
 AL0042
 AL0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0042'IN TARPON SPRINGS.
 AL0042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AL0042'(PINELLAS AVE.) AND TARPON AVE. (SR-582).  RUN EASTERLY ON TARPON AVE.
 AL0042'FOR 0.4 MILE.  STATION ON RIGHT, 17.0 FT. SOUTH OF THE CENTERLINE OF
 AL0042'TARPON AVE., 60.6 FT. N.E. OF THE N.E. CORNER OF TWO-STORY FRAME HOUSE
 AL0042'(436 TARPON AVE.), 5.0 FT. E.N.E. OF A 12 INCH OAK TREE, 1.6 FT. SOUTH
 AL0042'OF THE BACK OF CURB.  SET IN TOP OF CONCRETE POST THAT IS 5 INCHES
 AL0042'BELOW THE GROUND.  SECTION 12, T 27, R 15.
 AL0042
 AL0042                          STATION RECOVERY (1991)
 AL0042
 AL0042'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL0042'RECOVERED IN GOOD CONDITION.
 AL0042
 AL0042                          STATION RECOVERY (2005)
 AL0042
 AL0042'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL0042'4 FT ENE OF 24 INCH OAK TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0040 ***********************************************************************
 AG0040  DESIGNATION -  15 74 B 01 FLDT
 AG0040  PID         -  AG0040
 AG0040  STATE/COUNTY-  FL/PINELLAS
 AG0040  USGS QUAD   -  CLEARWATER (1987)
 AG0040
 AG0040                         *CURRENT SURVEY CONTROL
 AG0040  ___________________________________________________________________
 AG0040* NAD 83(1986)-  27 59 43.     (N)    082 46 29.     (W)     SCALED    
 AG0040* NAVD 88     -        10.236  (meters)      33.58   (feet)  ADJUSTED  
 AG0040  ___________________________________________________________________
 AG0040  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AG0040  DYNAMIC HT  -          10.221 (meters)      33.53  (feet)  COMP
 AG0040  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 AG0040
 AG0040  VERT ORDER  -  SECOND    CLASS II
 AG0040
 AG0040.The horizontal coordinates were scaled from a topographic map and have
 AG0040.an estimated accuracy of +/- 6 seconds.
 AG0040
 AG0040.The orthometric height was determined by differential leveling
 AG0040.and adjusted by the National Geodetic Survey in June 1991..
 AG0040
 AG0040.The geoid height was determined by GEOID03.
 AG0040
 AG0040.The dynamic height is computed by dividing the NAVD 88
 AG0040.geopotential number by the normal gravity value computed on the
 AG0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0040.degrees latitude (g = 980.6199 gals.).
 AG0040
 AG0040.The modeled gravity was interpolated from observed gravity values.
 AG0040
 AG0040;                    North         East    Units  Estimated Accuracy
 AG0040;SPC FL W     -   405,930.      123,800.      MT  (+/- 180 meters Scaled)
 AG0040
 AG0040                          SUPERSEDED SURVEY CONTROL
 AG0040
 AG0040  NGVD 29 (??/??/92)   10.498  (m)           34.44   (f) ADJ UNCH    2 2
 AG0040
 AG0040.Superseded values are not recommended for survey control.
 AG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0040.See file dsdata.txt to determine how the superseded data were derived.
 AG0040
 AG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL254979(NAD 83)
 AG0040_MARKER: DE = TRAVERSE STATION DISK
 AG0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0040_STAMPING: 15-74-BO 1
 AG0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0040+STABILITY: SURFACE MOTION
 AG0040
 AG0040  HISTORY     - Date     Condition        Report By
 AG0040  HISTORY     - UNK      MONUMENTED       FLDT
 AG0040  HISTORY     - 1976     GOOD             NGS
 AG0040  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0040  HISTORY     - 1984     GOOD             USPSQD
 AG0040
 AG0040                          STATION DESCRIPTION
 AG0040
 AG0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0040'IN CLEARWATER.
 AG0040'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0040'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0040'588 FOR 1.25 MILES TO THE INTERSECTION OF HIGHLAND AVE. (C.R.111).
 AG0040'TURN LEFT AND RUN NORTHERLY ON HIGHLAND AVE. FOR 0.35 MILES. STATION
 AG0040'ON RIGHT, 32.9 FT. EAST OF THE CENTERLINE OF HIGHLAND AVE., 132.8 FT.
 AG0040'EAST OF THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE (2030
 AG0040'HIGHLAND AVE.), 19.3 FT. EAST OF THE EDGE OF PAVEMENT, 9.8 FT. WEST OF
 AG0040'THE POWER AND LIGHT POLE (NUMBER 6A-12431), 0.5 FT. NORTH OF THE
 AG0040'EXTENDED CENTERLINE OF CONCRETE DRIVEWAY (2030 HIGHLAND AVE.). SET IN
 AG0040'THE TOP OF A CONCRETE POST THAT IS 4 IN. BELOW THE GROUND. SECTION 2,
 AG0040'T 29, R 16.
 AG0040
 AG0040                          STATION RECOVERY (1983)
 AG0040
 AG0040'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0040'MARK NOT FOUND.
 AG0040
 AG0040                          STATION RECOVERY (1984)
 AG0040
 AG0040'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0041 ***********************************************************************
 AG0041  DESIGNATION -  15 74 B 02 FLDT
 AG0041  PID         -  AG0041
 AG0041  STATE/COUNTY-  FL/PINELLAS
 AG0041  USGS QUAD   -  CLEARWATER (1987)
 AG0041
 AG0041                         *CURRENT SURVEY CONTROL
 AG0041  ___________________________________________________________________
 AG0041* NAD 83(1986)-  27 59 25.     (N)    082 46 29.     (W)     SCALED    
 AG0041* NAVD 88     -        10.071  (meters)      33.04   (feet)  ADJUSTED  
 AG0041  ___________________________________________________________________
 AG0041  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0041  DYNAMIC HT  -          10.057 (meters)      33.00  (feet)  COMP
 AG0041  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AG0041
 AG0041  VERT ORDER  -  SECOND    CLASS II
 AG0041
 AG0041.The horizontal coordinates were scaled from a topographic map and have
 AG0041.an estimated accuracy of +/- 6 seconds.
 AG0041
 AG0041.The orthometric height was determined by differential leveling
 AG0041.and adjusted by the National Geodetic Survey in June 1991..
 AG0041
 AG0041.The geoid height was determined by GEOID03.
 AG0041
 AG0041.The dynamic height is computed by dividing the NAVD 88
 AG0041.geopotential number by the normal gravity value computed on the
 AG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0041.degrees latitude (g = 980.6199 gals.).
 AG0041
 AG0041.The modeled gravity was interpolated from observed gravity values.
 AG0041
 AG0041;                    North         East    Units  Estimated Accuracy
 AG0041;SPC FL W     -   405,370.      123,790.      MT  (+/- 180 meters Scaled)
 AG0041
 AG0041                          SUPERSEDED SURVEY CONTROL
 AG0041
 AG0041  NGVD 29 (??/??/92)   10.333  (m)           33.90   (f) ADJ UNCH    2 2
 AG0041
 AG0041.Superseded values are not recommended for survey control.
 AG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0041.See file dsdata.txt to determine how the superseded data were derived.
 AG0041
 AG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL254973(NAD 83)
 AG0041_MARKER: DE = TRAVERSE STATION DISK
 AG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0041_STAMPING: 15-74-BO 2
 AG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0041+STABILITY: SURFACE MOTION
 AG0041
 AG0041  HISTORY     - Date     Condition        Report By
 AG0041  HISTORY     - UNK      MONUMENTED       FLDT
 AG0041  HISTORY     - 1976     GOOD             NGS
 AG0041  HISTORY     - 1983     GOOD             USPSQD
 AG0041
 AG0041                          STATION DESCRIPTION
 AG0041
 AG0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0041'IN CLEARWATER.
 AG0041'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY. 19
 AG0041'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0041'588 FOR 1.25 MILES TO THE INTERSECTION OF HIGHLAND AVE. (C.R.111).
 AG0041'STATION ON RIGHT S.W. CORNER, 36.5 FT. WEST OF THE CENTERLINE OF
 AG0041'HIGHLAND AVE., 32.6 FT. SOUTH OF THE CENTERLINE OF SUNSET POINT RD.,
 AG0041'29.4 FT. N.E. OF A CONCRETE SIGNAL LIGHT POLE (NO NUMBER), 12.8 FT.
 AG0041'NORTH OF THE FACE OF SIDEWALK.  SET IN THE TOP OF A CONCRETE POST THAT
 AG0041'IS 3 IN. BELOW THE GROUND.  SECTION 2, T 29, R 15.
 AG0041
 AG0041                          STATION RECOVERY (1983)
 AG0041
 AG0041'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0042 ***********************************************************************
 AG0042  DESIGNATION -  15 74 B 03 FLDT
 AG0042  PID         -  AG0042
 AG0042  STATE/COUNTY-  FL/PINELLAS
 AG0042  USGS QUAD   -  CLEARWATER (1987)
 AG0042
 AG0042                         *CURRENT SURVEY CONTROL
 AG0042  ___________________________________________________________________
 AG0042* NAD 83(1986)-  27 59 25.     (N)    082 46 05.     (W)     SCALED    
 AG0042* NAVD 88     -        18.176  (meters)      59.63   (feet)  ADJUSTED  
 AG0042  ___________________________________________________________________
 AG0042  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0042  DYNAMIC HT  -          18.149 (meters)      59.54  (feet)  COMP
 AG0042  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 AG0042
 AG0042  VERT ORDER  -  SECOND    CLASS II
 AG0042
 AG0042.The horizontal coordinates were scaled from a topographic map and have
 AG0042.an estimated accuracy of +/- 6 seconds.
 AG0042
 AG0042.The orthometric height was determined by differential leveling
 AG0042.and adjusted by the National Geodetic Survey in June 1991..
 AG0042
 AG0042.The geoid height was determined by GEOID03.
 AG0042
 AG0042.The dynamic height is computed by dividing the NAVD 88
 AG0042.geopotential number by the normal gravity value computed on the
 AG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0042.degrees latitude (g = 980.6199 gals.).
 AG0042
 AG0042.The modeled gravity was interpolated from observed gravity values.
 AG0042
 AG0042;                    North         East    Units  Estimated Accuracy
 AG0042;SPC FL W     -   405,370.      124,450.      MT  (+/- 180 meters Scaled)
 AG0042
 AG0042                          SUPERSEDED SURVEY CONTROL
 AG0042
 AG0042  NGVD 29 (??/??/92)   18.438  (m)           60.49   (f) ADJ UNCH    2 2
 AG0042
 AG0042.Superseded values are not recommended for survey control.
 AG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0042.See file dsdata.txt to determine how the superseded data were derived.
 AG0042
 AG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL261973(NAD 83)
 AG0042_MARKER: DE = TRAVERSE STATION DISK
 AG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0042_STAMPING: 15-74-BO 3
 AG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0042+STABILITY: SURFACE MOTION
 AG0042
 AG0042  HISTORY     - Date     Condition        Report By
 AG0042  HISTORY     - UNK      MONUMENTED       FLDT
 AG0042  HISTORY     - 1976     GOOD             NGS
 AG0042  HISTORY     - 1983     GOOD             USPSQD
 AG0042
 AG0042                          STATION DESCRIPTION
 AG0042
 AG0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0042'IN CLEARWATER.
 AG0042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0042'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0042'588 FOR 1.75 MILES TO THE INTERSECTION OF NUGGET DR.  STATION ON LEFT,
 AG0042'N.W. CORNER 19.8 FT. NORTH OF THE CENTERLINE OF SUNSET POINT RD., 28.2
 AG0042'FT. WEST OF THE CENTERLINE OF NUGGET DR., 78.3 FT. S.E. OF THE S.E.
 AG0042'CORNER OF A SINGLE STORY BLOCK HOUSE (1900 NUGGET DR.), 53.6 FT. N.W.
 AG0042'OF A 24 IN. OAK TREE, 18.9 FT. SOUTH OF A CONCRETE POWER AND LIGHT
 AG0042'POLE (NUMBER 2-11977), 3.0 FT. W.N.W. OF THE BACK OF CURB.  SET IN THE
 AG0042'TOP OF A CONCRETE POST THAT IS 6 IN. BELOW THE GROUND. SECTION 2, T
 AG0042'29, R 15.
 AG0042
 AG0042                          STATION RECOVERY (1983)
 AG0042
 AG0042'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7025 ***********************************************************************
 AG7025  DESIGNATION -  15 74 B 08 FLDT
 AG7025  PID         -  AG7025
 AG7025  STATE/COUNTY-  FL/PINELLAS
 AG7025  USGS QUAD   -  SAFETY HARBOR (1956)
 AG7025
 AG7025                         *CURRENT SURVEY CONTROL
 AG7025  ___________________________________________________________________
 AG7025* NAD 83(1986)-  27 59 38.     (N)    082 44 30.     (W)     SCALED    
 AG7025* NAVD 88     -        21.131  (meters)      69.33   (feet)  ADJUSTED  
 AG7025  ___________________________________________________________________
 AG7025  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG7025  DYNAMIC HT  -          21.100 (meters)      69.23  (feet)  COMP
 AG7025  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 AG7025
 AG7025  VERT ORDER  -  SECOND    CLASS II
 AG7025
 AG7025.The horizontal coordinates were scaled from a topographic map and have
 AG7025.an estimated accuracy of +/- 6 seconds.
 AG7025
 AG7025.The orthometric height was determined by differential leveling
 AG7025.and adjusted by the National Geodetic Survey in June 1991..
 AG7025
 AG7025.The geoid height was determined by GEOID03.
 AG7025
 AG7025.The dynamic height is computed by dividing the NAVD 88
 AG7025.geopotential number by the normal gravity value computed on the
 AG7025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7025.degrees latitude (g = 980.6199 gals.).
 AG7025
 AG7025.The modeled gravity was interpolated from observed gravity values.
 AG7025
 AG7025;                    North         East    Units  Estimated Accuracy
 AG7025;SPC FL W     -   405,750.      127,050.      MT  (+/- 180 meters Scaled)
 AG7025
 AG7025                          SUPERSEDED SURVEY CONTROL
 AG7025
 AG7025  NGVD 29 (??/??/92)   21.392  (m)           70.18   (f) ADJ UNCH    2 2
 AG7025
 AG7025.Superseded values are not recommended for survey control.
 AG7025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7025.See file dsdata.txt to determine how the superseded data were derived.
 AG7025
 AG7025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287977(NAD 83)
 AG7025_MARKER: DE = TRAVERSE STATION DISK
 AG7025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7025_SP_SET: CONCRETE POST
 AG7025_STAMPING: 15-74-B08
 AG7025_PROJECTION: RECESSED 5 CENTIMETERS
 AG7025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7025+STABILITY: SURFACE MOTION
 AG7025
 AG7025  HISTORY     - Date     Condition        Report By
 AG7025  HISTORY     - UNK      MONUMENTED       FLDT
 AG7025  HISTORY     - 1977     GOOD             FL-103
 AG7025
 AG7025                          STATION DESCRIPTION
 AG7025
 AG7025'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7025'IN CLEARWATER.
 AG7025'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 590 DREW ST. AND
 AG7025'S.R. S-590A N.E. COACHMAN RD., RUN NORTHEASTERLY ON S.R. S-590A FOR
 AG7025'1.20 MILES TO OLD COACHMAN RD. TURN LEFT AND RUN NORTHWESTERLY FOR
 AG7025'1.75 MILES ON OLD COACHMAN RD. TO SUNSET POINT RD. S.R. S-588.
 AG7025'CONTINUE NORTHERLY ON OLD COACHMAN RD. FOR 0.25 MILE TO THE
 AG7025'INTERSECTION OF PERTH ST. STATION ON RIGHT, S.E. CORNER 18.0 FT.
 AG7025'EAST OF THE CENTERLINE OF COACHMAN RD., 39.0 FT. SOUTH OF THE
 AG7025'CENTERLINE OF PERTH ST., 54.2 FT. N.W. OF THE N.W. CORNER OF A SINGLE
 AG7025'STORY BLOCK HOUSE 1975 COACHMAN RD., 6.9 FT. WEST OF THE POWER POLE
 AG7025'NUMBER LECW 190. SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES
 AG7025'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7045 ***********************************************************************
 AL7045  DESIGNATION -  15 74 B 10 FLDT
 AL7045  PID         -  AL7045
 AL7045  STATE/COUNTY-  FL/PINELLAS
 AL7045  USGS QUAD   -  OLDSMAR (1987)
 AL7045
 AL7045                         *CURRENT SURVEY CONTROL
 AL7045  ___________________________________________________________________
 AL7045* NAD 83(1986)-  28 00 18.     (N)    082 44 32.     (W)     SCALED    
 AL7045* NAVD 88     -        24.539  (meters)      80.51   (feet)  ADJUSTED  
 AL7045  ___________________________________________________________________
 AL7045  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AL7045  DYNAMIC HT  -          24.503 (meters)      80.39  (feet)  COMP
 AL7045  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AL7045
 AL7045  VERT ORDER  -  SECOND    CLASS II
 AL7045
 AL7045.The horizontal coordinates were scaled from a topographic map and have
 AL7045.an estimated accuracy of +/- 6 seconds.
 AL7045
 AL7045.The orthometric height was determined by differential leveling
 AL7045.and adjusted by the National Geodetic Survey in June 1991..
 AL7045
 AL7045.The geoid height was determined by GEOID03.
 AL7045
 AL7045.The dynamic height is computed by dividing the NAVD 88
 AL7045.geopotential number by the normal gravity value computed on the
 AL7045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7045.degrees latitude (g = 980.6199 gals.).
 AL7045
 AL7045.The modeled gravity was interpolated from observed gravity values.
 AL7045
 AL7045;                    North         East    Units  Estimated Accuracy
 AL7045;SPC FL W     -   406,990.      127,000.      MT  (+/- 180 meters Scaled)
 AL7045
 AL7045                          SUPERSEDED SURVEY CONTROL
 AL7045
 AL7045  NGVD 29 (??/??/92)   24.800  (m)           81.36   (f) ADJ UNCH    2 2
 AL7045
 AL7045.Superseded values are not recommended for survey control.
 AL7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7045.See file dsdata.txt to determine how the superseded data were derived.
 AL7045
 AL7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286989(NAD 83)
 AL7045_MARKER: DE = TRAVERSE STATION DISK
 AL7045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7045_SP_SET: CONCRETE POST
 AL7045_STAMPING: 15-74-B10
 AL7045_PROJECTION: RECESSED 5 CENTIMETERS
 AL7045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7045+STABILITY: SURFACE MOTION
 AL7045
 AL7045  HISTORY     - Date     Condition        Report By
 AL7045  HISTORY     - UNK      MONUMENTED       FLDT
 AL7045  HISTORY     - 1977     GOOD             FL-103
 AL7045
 AL7045                          STATION DESCRIPTION
 AL7045
 AL7045'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AL7045'IN CLEARWATER.
 AL7045'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 590 DREW ST. AND
 AL7045'S.R. S-590A N.E. COACHMAN RD., RUN NORTHEASTERLY ON S.R. S-590A FOR
 AL7045'1.20 MILES TO OLD COACHMAN RD. TURN LEFT AND RUN NORTHWESTERLY FOR
 AL7045'1.75 MILES ON OLD COACHMAN RD. TO SUNSET POINT RD. S.R. S-588.
 AL7045'CONTINUE NORTHERLY ON OLD COACHMAN RD. FOR 1.10 MILES TO THE
 AL7045'INTERSECTION OF WILLOW TREE TERRACE. STATION ON LEFT, IN MEDIAN STRIP,
 AL7045'7.0 FT. EAST OF THE CENTERLINE OF OLD COACHMAN RD. COUNTRYSIDE BLVD.,
 AL7045'64.9 FT. NORTH OF THE CENTERLINE OF WILLOW TREE TERRACE, 23.4 FT.
 AL7045'NORTH OF THE BACK OF CURB OF THE SOUTH END OF A CONCRETE ISLAND, 51.0
 AL7045'FT. N.E. OF A CONCRETE LIGHT POLE NUMBER 2-20419. SET IN THE TOP OF A
 AL7045'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7047 ***********************************************************************
 AL7047  DESIGNATION -  15 74 B 11 FLDT
 AL7047  PID         -  AL7047
 AL7047  STATE/COUNTY-  FL/PINELLAS
 AL7047  USGS QUAD   -  OLDSMAR (1987)
 AL7047
 AL7047                         *CURRENT SURVEY CONTROL
 AL7047  ___________________________________________________________________
 AL7047* NAD 83(1986)-  28 00 33.     (N)    082 44 33.     (W)     SCALED    
 AL7047* NAVD 88     -        22.367  (meters)      73.38   (feet)  ADJUSTED  
 AL7047  ___________________________________________________________________
 AL7047  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AL7047  DYNAMIC HT  -          22.335 (meters)      73.28  (feet)  COMP
 AL7047  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AL7047
 AL7047  VERT ORDER  -  SECOND    CLASS II
 AL7047
 AL7047.The horizontal coordinates were scaled from a topographic map and have
 AL7047.an estimated accuracy of +/- 6 seconds.
 AL7047
 AL7047.The orthometric height was determined by differential leveling
 AL7047.and adjusted by the National Geodetic Survey in June 1991..
 AL7047
 AL7047.The geoid height was determined by GEOID03.
 AL7047
 AL7047.The dynamic height is computed by dividing the NAVD 88
 AL7047.geopotential number by the normal gravity value computed on the
 AL7047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7047.degrees latitude (g = 980.6199 gals.).
 AL7047
 AL7047.The modeled gravity was interpolated from observed gravity values.
 AL7047
 AL7047;                    North         East    Units  Estimated Accuracy
 AL7047;SPC FL W     -   407,450.      126,980.      MT  (+/- 180 meters Scaled)
 AL7047
 AL7047                          SUPERSEDED SURVEY CONTROL
 AL7047
 AL7047  NGVD 29 (??/??/92)   22.628  (m)           74.24   (f) ADJ UNCH    2 2
 AL7047
 AL7047.Superseded values are not recommended for survey control.
 AL7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7047.See file dsdata.txt to determine how the superseded data were derived.
 AL7047
 AL7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286994(NAD 83)
 AL7047_MARKER: DE = TRAVERSE STATION DISK
 AL7047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7047_SP_SET: CONCRETE POST
 AL7047_STAMPING: 15-74-B11
 AL7047_PROJECTION: RECESSED 10 CENTIMETERS
 AL7047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7047+STABILITY: SURFACE MOTION
 AL7047
 AL7047  HISTORY     - Date     Condition        Report By
 AL7047  HISTORY     - UNK      MONUMENTED       FLDT
 AL7047  HISTORY     - 1977     GOOD             FL-103
 AL7047
 AL7047                          STATION DESCRIPTION
 AL7047
 AL7047'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AL7047'IN CLEARWATER.
 AL7047'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 590 DREW ST. AND
 AL7047'S.R. S-590A N.E. COACHMAN RD., RUN NORTHEASTERLY ON S.R. S-590A FOR
 AL7047'1.20 MILES TO OLD COACHMAN RD. TURN LEFT AND RUN NORTHWESTERLY FOR
 AL7047'1.75 MILES ON OLD COACHMAN RD. TO SUNSET POINT RD. S.R. 588 S.
 AL7047'CONTINUE NORTHERLY ON OLD COACHMAN RD. FOR 1.35 MILES TO THE
 AL7047'INTERSECTION OF OAK NECK DR. STATION ON LEFT, 173.3 FT. WEST OF THE
 AL7047'CENTERLINE OF COUNTRYSIDE BLVD., 30.8 FT. NORTH OF THE CENTERLINE OF
 AL7047'OAK NECK RD., 39.0 FT. W.N.W. OF A CONCRETE LIGHT POLE NUMBER 2-21040
 AL7047'4.8 FT. NORTH OF THE BACK OF CURB, 13.2 FT. SOUTH OF THE FACE OF
 AL7047'SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW
 AL7047'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0043 ***********************************************************************
 AL0043  DESIGNATION -  15 74 B 13
 AL0043  PID         -  AL0043
 AL0043  STATE/COUNTY-  FL/PINELLAS
 AL0043  USGS QUAD   -  OLDSMAR (1987)
 AL0043
 AL0043                         *CURRENT SURVEY CONTROL
 AL0043  ___________________________________________________________________
 AL0043* NAD 83(1986)-  28 01 13.     (N)    082 44 47.     (W)     SCALED    
 AL0043* NAVD 88     -        21.751  (meters)      71.36   (feet)  ADJUSTED  
 AL0043  ___________________________________________________________________
 AL0043  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AL0043  DYNAMIC HT  -          21.719 (meters)      71.26  (feet)  COMP
 AL0043  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AL0043
 AL0043  VERT ORDER  -  SECOND    CLASS II
 AL0043
 AL0043.The horizontal coordinates were scaled from a topographic map and have
 AL0043.an estimated accuracy of +/- 6 seconds.
 AL0043
 AL0043.The orthometric height was determined by differential leveling
 AL0043.and adjusted by the National Geodetic Survey in June 1991..
 AL0043
 AL0043.The geoid height was determined by GEOID03.
 AL0043
 AL0043.The dynamic height is computed by dividing the NAVD 88
 AL0043.geopotential number by the normal gravity value computed on the
 AL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0043.degrees latitude (g = 980.6199 gals.).
 AL0043
 AL0043.The modeled gravity was interpolated from observed gravity values.
 AL0043
 AL0043;                    North         East    Units  Estimated Accuracy
 AL0043;SPC FL W     -   408,680.      126,600.      MT  (+/- 180 meters Scaled)
 AL0043
 AL0043                          SUPERSEDED SURVEY CONTROL
 AL0043
 AL0043  NGVD 29 (??/??/92)   22.012  (m)           72.22   (f) ADJ UNCH    2 2
 AL0043
 AL0043.Superseded values are not recommended for survey control.
 AL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0043.See file dsdata.txt to determine how the superseded data were derived.
 AL0043
 AL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM283006(NAD 83)
 AL0043_MARKER: DE = TRAVERSE STATION DISK
 AL0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0043_STAMPING: 15-74-B13
 AL0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0043+STABILITY: SURFACE MOTION
 AL0043
 AL0043  HISTORY     - Date     Condition        Report By
 AL0043  HISTORY     - UNK      MONUMENTED       FLDT
 AL0043  HISTORY     - 1976     GOOD             NGS
 AL0043  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0043
 AL0043                          STATION DESCRIPTION
 AL0043
 AL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0043'IN CLEARWATER.
 AL0043'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0043'580.  RUN WESTERLY ON S.R. 580 FOR .55 MILES TO THE INTERSECTION OF
 AL0043'C.R. 70 STATION ON LEFT, IN S.E. CORNER.  35.2 FT. SOUTH OF CENTERLINE
 AL0043'OF S.R. 580, 14.7 FT. EAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD
 AL0043'70, 123.5 FT. N.E. OF THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK
 AL0043'BUILDING (7-11 STORE, 2295-S.R.580), 77.7 FT. S.E. OF A POWER POLE
 AL0043'(NUMBER 2-25388), 6.3 FT. S.W. OF A TELEPHONE POLE (NO NUMBER). SET IN
 AL0043'THE TOP OF A CONCRETE POST THAT IS 2 IN. BELOW THE GROUND. SECTION 30,
 AL0043'T 28, R 16.
 AL0043
 AL0043                          STATION RECOVERY (1984)
 AL0043
 AL0043'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0044 ***********************************************************************
 AG0044  DESIGNATION -  15 74 C 01 FLDT
 AG0044  PID         -  AG0044
 AG0044  STATE/COUNTY-  FL/PINELLAS
 AG0044  USGS QUAD   -  CLEARWATER (1987)
 AG0044
 AG0044                         *CURRENT SURVEY CONTROL
 AG0044  ___________________________________________________________________
 AG0044* NAD 83(1986)-  27 59 25.     (N)    082 46 41.     (W)     SCALED    
 AG0044* NAVD 88     -         4.966  (meters)      16.29   (feet)  ADJUSTED  
 AG0044  ___________________________________________________________________
 AG0044  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0044  DYNAMIC HT  -           4.959 (meters)      16.27  (feet)  COMP
 AG0044  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AG0044
 AG0044  VERT ORDER  -  SECOND    CLASS II
 AG0044
 AG0044.The horizontal coordinates were scaled from a topographic map and have
 AG0044.an estimated accuracy of +/- 6 seconds.
 AG0044
 AG0044.The orthometric height was determined by differential leveling
 AG0044.and adjusted by the National Geodetic Survey in June 1991..
 AG0044
 AG0044.The geoid height was determined by GEOID03.
 AG0044
 AG0044.The dynamic height is computed by dividing the NAVD 88
 AG0044.geopotential number by the normal gravity value computed on the
 AG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0044.degrees latitude (g = 980.6199 gals.).
 AG0044
 AG0044.The modeled gravity was interpolated from observed gravity values.
 AG0044
 AG0044;                    North         East    Units  Estimated Accuracy
 AG0044;SPC FL W     -   405,380.      123,470.      MT  (+/- 180 meters Scaled)
 AG0044
 AG0044                          SUPERSEDED SURVEY CONTROL
 AG0044
 AG0044  NGVD 29 (??/??/92)    5.228  (m)           17.15   (f) ADJ UNCH    2 2
 AG0044
 AG0044.Superseded values are not recommended for survey control.
 AG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0044.See file dsdata.txt to determine how the superseded data were derived.
 AG0044
 AG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251973(NAD 83)
 AG0044_MARKER: DE = TRAVERSE STATION DISK
 AG0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0044_STAMPING: 15-74-CO1
 AG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0044+STABILITY: SURFACE MOTION
 AG0044
 AG0044  HISTORY     - Date     Condition        Report By
 AG0044  HISTORY     - UNK      MONUMENTED       FLDT
 AG0044  HISTORY     - 1976     GOOD             NGS
 AG0044
 AG0044                          STATION DESCRIPTION
 AG0044
 AG0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0044'IN CLEARWATER.
 AG0044'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0044'(EDGEWATER DR.) AND SR-588 (SUNSET POINT RD.).  RUN EASTERLY ON SR-588
 AG0044'FOR 1.00 MILES TO THE INTERSECTION OF KINGS HIGHWAY.  STATION ON LEFT,
 AG0044'N.E. CORNER, 56.5 FT. NORTH OF THE CENTERLINE OF SUNSET POINT RD.,
 AG0044'34.6 FT. EAST OF THE CENTERLINE OF KINGS HIGHWAY, 21.5 FT. EAST OF THE
 AG0044'BACK OF CURB, 16.9 FT. N.E. OF A POWER AND LIGHT POLE (NUMBER
 AG0044'6A-14134-R), 13.4 FT. SOUTH OF A FIRE HYDRANT.  SET IN THE TOP OF A
 AG0044'CONCRETE POST THAT IS 3 IN. BELOW THE GROUND.  SECTION 2, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0045 ***********************************************************************
 AG0045  DESIGNATION -  15 74 C 02 FLDT
 AG0045  PID         -  AG0045
 AG0045  STATE/COUNTY-  FL/PINELLAS
 AG0045  USGS QUAD   -  CLEARWATER (1987)
 AG0045
 AG0045                         *CURRENT SURVEY CONTROL
 AG0045  ___________________________________________________________________
 AG0045* NAD 83(1986)-  27 59 25.     (N)    082 46 59.     (W)     SCALED    
 AG0045* NAVD 88     -         4.825  (meters)      15.83   (feet)  ADJUSTED  
 AG0045  ___________________________________________________________________
 AG0045  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0045  DYNAMIC HT  -           4.818 (meters)      15.81  (feet)  COMP
 AG0045  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 AG0045
 AG0045  VERT ORDER  -  SECOND    CLASS II
 AG0045
 AG0045.The horizontal coordinates were scaled from a topographic map and have
 AG0045.an estimated accuracy of +/- 6 seconds.
 AG0045
 AG0045.The orthometric height was determined by differential leveling
 AG0045.and adjusted by the National Geodetic Survey in June 1991..
 AG0045
 AG0045.The geoid height was determined by GEOID03.
 AG0045
 AG0045.The dynamic height is computed by dividing the NAVD 88
 AG0045.geopotential number by the normal gravity value computed on the
 AG0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0045.degrees latitude (g = 980.6199 gals.).
 AG0045
 AG0045.The modeled gravity was interpolated from observed gravity values.
 AG0045
 AG0045;                    North         East    Units  Estimated Accuracy
 AG0045;SPC FL W     -   405,380.      122,970.      MT  (+/- 180 meters Scaled)
 AG0045
 AG0045                          SUPERSEDED SURVEY CONTROL
 AG0045
 AG0045  NGVD 29 (??/??/92)    5.088  (m)           16.69   (f) ADJ UNCH    2 2
 AG0045
 AG0045.Superseded values are not recommended for survey control.
 AG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0045.See file dsdata.txt to determine how the superseded data were derived.
 AG0045
 AG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL246974(NAD 83)
 AG0045_MARKER: DE = TRAVERSE STATION DISK
 AG0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0045_STAMPING: 15-74-CO 2
 AG0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0045+STABILITY: SURFACE MOTION
 AG0045
 AG0045  HISTORY     - Date     Condition        Report By
 AG0045  HISTORY     - UNK      MONUMENTED       FLDT
 AG0045  HISTORY     - 1976     GOOD             NGS
 AG0045  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0045
 AG0045                          STATION DESCRIPTION
 AG0045
 AG0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0045'IN CLEARWATER.
 AG0045'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0045'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0045'588 FOR 0.75 MILES.  STATION ON RIGHT, 15.0 FT. SOUTH OF THE
 AG0045'CENTERLINE OF SUNSET POINT RD., 22.4 FT. WEST OF THE EXTENDED
 AG0045'CENTERLINE OF BETTY LANE, 34.9 FT. SOUTH OF A POWER POLE (NO NUMBER),
 AG0045'4.7 FT. NORTH OF A POWER POLE (NUMBER LEC W-129), 2.5 FT. SOUTH OF THE
 AG0045'BACK OF CURB.  SET IN THE TOP OF A CONCRETE POST THAT IS 6 IN. BELOW
 AG0045'THE GROUND.  SECTION 3, T 29, R 15.
 AG0045
 AG0045                          STATION RECOVERY (1983)
 AG0045
 AG0045'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0046 ***********************************************************************
 AG0046  DESIGNATION -  15 74 C 03 FLDT
 AG0046  PID         -  AG0046
 AG0046  STATE/COUNTY-  FL/PINELLAS
 AG0046  USGS QUAD   -  CLEARWATER (1987)
 AG0046
 AG0046                         *CURRENT SURVEY CONTROL
 AG0046  ___________________________________________________________________
 AG0046* NAD 83(1986)-  27 59 25.     (N)    082 47 17.     (W)     SCALED    
 AG0046* NAVD 88     -         7.699  (meters)      25.26   (feet)  ADJUSTED  
 AG0046  ___________________________________________________________________
 AG0046  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0046  DYNAMIC HT  -           7.688 (meters)      25.22  (feet)  COMP
 AG0046  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AG0046
 AG0046  VERT ORDER  -  SECOND    CLASS II
 AG0046
 AG0046.The horizontal coordinates were scaled from a topographic map and have
 AG0046.an estimated accuracy of +/- 6 seconds.
 AG0046
 AG0046.The orthometric height was determined by differential leveling
 AG0046.and adjusted by the National Geodetic Survey in June 1991..
 AG0046
 AG0046.The geoid height was determined by GEOID03.
 AG0046
 AG0046.The dynamic height is computed by dividing the NAVD 88
 AG0046.geopotential number by the normal gravity value computed on the
 AG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0046.degrees latitude (g = 980.6199 gals.).
 AG0046
 AG0046.The modeled gravity was interpolated from observed gravity values.
 AG0046
 AG0046;                    North         East    Units  Estimated Accuracy
 AG0046;SPC FL W     -   405,380.      122,480.      MT  (+/- 180 meters Scaled)
 AG0046
 AG0046                          SUPERSEDED SURVEY CONTROL
 AG0046
 AG0046  NGVD 29 (??/??/92)    7.961  (m)           26.12   (f) ADJ UNCH    2 2
 AG0046
 AG0046.Superseded values are not recommended for survey control.
 AG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0046.See file dsdata.txt to determine how the superseded data were derived.
 AG0046
 AG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL241974(NAD 83)
 AG0046_MARKER: DE = TRAVERSE STATION DISK
 AG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0046_STAMPING: 15-74-CO 3
 AG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0046+STABILITY: SURFACE MOTION
 AG0046
 AG0046  HISTORY     - Date     Condition        Report By
 AG0046  HISTORY     - UNK      MONUMENTED       FLDT
 AG0046  HISTORY     - 1976     GOOD             NGS
 AG0046  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0046
 AG0046                          STATION DESCRIPTION
 AG0046
 AG0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0046'IN CLEARWATER.
 AG0046'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0046'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0046'588 FOR 0.45 MILES TO THE INTERSECTION OF DOUGLAS AVE., STATION ON
 AG0046'LEFT, N.W. CORNER, 27.9 FT. NORTH OF THE CENTERLINE OF SUNSET POINT
 AG0046'RD., 47.7 FT. WEST OF THE CENTERLINE OF DOUGLAS AVE., 70.9 FT. E.S.E.
 AG0046'OF THE S.E. CORNER OF A SPLIT LEVEL BLOCK HOUSE (1180 SUNSET POINT
 AG0046'RD.), 11.1 FT. S.W. OF A SIGNAL LIGHT SUPPORT POLE (NO NUMBER), 10.8
 AG0046'FT. N.W. OF THE BACK OF CURB.  SET IN THE TOP OF A CONCRETE POST THAT
 AG0046'IS 3 IN. BELOW THE GROUND.  SECTION 3, T 29, R 15.
 AG0046
 AG0046                          STATION RECOVERY (1983)
 AG0046
 AG0046'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0047 ***********************************************************************
 AG0047  DESIGNATION -  15 74 C 04 FLDT
 AG0047  PID         -  AG0047
 AG0047  STATE/COUNTY-  FL/PINELLAS
 AG0047  USGS QUAD   -  CLEARWATER (1987)
 AG0047
 AG0047                         *CURRENT SURVEY CONTROL
 AG0047  ___________________________________________________________________
 AG0047* NAD 83(1986)-  27 59 25.     (N)    082 47 23.     (W)     SCALED    
 AG0047* NAVD 88     -         9.031  (meters)      29.63   (feet)  ADJUSTED  
 AG0047  ___________________________________________________________________
 AG0047  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0047  DYNAMIC HT  -           9.017 (meters)      29.58  (feet)  COMP
 AG0047  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AG0047
 AG0047  VERT ORDER  -  SECOND    CLASS II
 AG0047
 AG0047.The horizontal coordinates were scaled from a topographic map and have
 AG0047.an estimated accuracy of +/- 6 seconds.
 AG0047
 AG0047.The orthometric height was determined by differential leveling
 AG0047.and adjusted by the National Geodetic Survey in June 1991..
 AG0047
 AG0047.The geoid height was determined by GEOID03.
 AG0047
 AG0047.The dynamic height is computed by dividing the NAVD 88
 AG0047.geopotential number by the normal gravity value computed on the
 AG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0047.degrees latitude (g = 980.6199 gals.).
 AG0047
 AG0047.The modeled gravity was interpolated from observed gravity values.
 AG0047
 AG0047;                    North         East    Units  Estimated Accuracy
 AG0047;SPC FL W     -   405,380.      122,320.      MT  (+/- 180 meters Scaled)
 AG0047
 AG0047                          SUPERSEDED SURVEY CONTROL
 AG0047
 AG0047  NGVD 29 (??/??/92)    9.293  (m)           30.49   (f) ADJ UNCH    2 2
 AG0047
 AG0047.Superseded values are not recommended for survey control.
 AG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0047.See file dsdata.txt to determine how the superseded data were derived.
 AG0047
 AG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL239974(NAD 83)
 AG0047_MARKER: DE = TRAVERSE STATION DISK
 AG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0047_STAMPING: 15-74-CO 4
 AG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0047+STABILITY: SURFACE MOTION
 AG0047
 AG0047  HISTORY     - Date     Condition        Report By
 AG0047  HISTORY     - UNK      MONUMENTED       FLDT
 AG0047  HISTORY     - 1976     GOOD             NGS
 AG0047  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0047
 AG0047                          STATION DESCRIPTION
 AG0047
 AG0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0047'IN CLEARWATER.
 AG0047'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0047'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0047'588 FOR 0.35 MILES.  STATION ON RIGHT, 19.1 FT. SOUTH OF THE
 AG0047'CENTERLINE OF SUNSET POINT RD., 105.2 FT. WEST OF THE CENTERLINE OF
 AG0047'OVERBROOK AVE., 12.3 FT. NORTH OF A 10 IN. OAK TREE, 6.6 FT. SOUTH OF
 AG0047'THE BACK OF CURB, 2.4 FT. SOUTH OF A POWER AND LIGHT POLE (NUMBER
 AG0047'6A-543).  SET IN THE TOP OF A CONCRETE POST THAT IS 4 IN. BELOW THE
 AG0047'GROUND.  SECTION 3, T 29, R 15.
 AG0047
 AG0047                          STATION RECOVERY (1983)
 AG0047
 AG0047'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0048 ***********************************************************************
 AG0048  DESIGNATION -  15 74 C 05 FLDT
 AG0048  PID         -  AG0048
 AG0048  STATE/COUNTY-  FL/PINELLAS
 AG0048  USGS QUAD   -  CLEARWATER (1987)
 AG0048
 AG0048                         *CURRENT SURVEY CONTROL
 AG0048  ___________________________________________________________________
 AG0048* NAD 83(1986)-  27 59 25.     (N)    082 47 35.     (W)     SCALED    
 AG0048* NAVD 88     -         0.984  (meters)       3.23   (feet)  ADJUSTED  
 AG0048  ___________________________________________________________________
 AG0048  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0048  DYNAMIC HT  -           0.982 (meters)       3.22  (feet)  COMP
 AG0048  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG0048
 AG0048  VERT ORDER  -  SECOND    CLASS II
 AG0048
 AG0048.The horizontal coordinates were scaled from a topographic map and have
 AG0048.an estimated accuracy of +/- 6 seconds.
 AG0048
 AG0048.The orthometric height was determined by differential leveling
 AG0048.and adjusted by the National Geodetic Survey in June 1991..
 AG0048
 AG0048.The geoid height was determined by GEOID03.
 AG0048
 AG0048.The dynamic height is computed by dividing the NAVD 88
 AG0048.geopotential number by the normal gravity value computed on the
 AG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0048.degrees latitude (g = 980.6199 gals.).
 AG0048
 AG0048.The modeled gravity was interpolated from observed gravity values.
 AG0048
 AG0048;                    North         East    Units  Estimated Accuracy
 AG0048;SPC FL W     -   405,390.      121,990.      MT  (+/- 180 meters Scaled)
 AG0048
 AG0048                          SUPERSEDED SURVEY CONTROL
 AG0048
 AG0048  NGVD 29 (??/??/92)    1.246  (m)            4.09   (f) ADJ UNCH    2 2
 AG0048
 AG0048.Superseded values are not recommended for survey control.
 AG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0048.See file dsdata.txt to determine how the superseded data were derived.
 AG0048
 AG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL236974(NAD 83)
 AG0048_MARKER: DE = TRAVERSE STATION DISK
 AG0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0048_STAMPING: 15-74-CO 5
 AG0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0048+STABILITY: SURFACE MOTION
 AG0048
 AG0048  HISTORY     - Date     Condition        Report By
 AG0048  HISTORY     - UNK      MONUMENTED       FLDT
 AG0048  HISTORY     - 1976     GOOD             NGS
 AG0048  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0048
 AG0048                          STATION DESCRIPTION
 AG0048
 AG0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0048'IN CLEARWATER.
 AG0048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0048'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0048'588 FOR 0.10 MILES.  STATION ON RIGHT, 20.3 FT. S.W. OF THE CENTERLINE
 AG0048'OF SUNSET POINT RD., 112.5 FT. S.S.W. OF THE S.E. CORNER OF A SINGLE
 AG0048'STORY FRAME HOUSE (1044 SUNSET POINT RD.), 85.7 FT. W.N.W. OF THE N.W.
 AG0048'CORNER OF A 3 FT. HIGH, CONCRETE BLOCK, SANITARY SEWER PUMP STATION
 AG0048'81.5 FT. S.E. OF A POWER AND LIGHT POLE (NO NUMBER), 19.9 FT. E.S.E.
 AG0048'OF A 14 IN. PALM TREE, 8.0 FT. S.W. OF THE BACK OF CURB. SET IN THE
 AG0048'TOP OF A CONCRETE POST THAT IS 6 IN. BELOW THE GROUND. SECTION 3, T
 AG0048'29, R 15.
 AG0048
 AG0048                          STATION RECOVERY (1983)
 AG0048
 AG0048'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0049 ***********************************************************************
 AG0049  DESIGNATION -  15 74 C 06 FLDT
 AG0049  PID         -  AG0049
 AG0049  STATE/COUNTY-  FL/PINELLAS
 AG0049  USGS QUAD   -  CLEARWATER (1987)
 AG0049
 AG0049                         *CURRENT SURVEY CONTROL
 AG0049  ___________________________________________________________________
 AG0049* NAD 83(1986)-  27 59 25.     (N)    082 47 47.     (W)     SCALED    
 AG0049* NAVD 88     -         1.842  (meters)       6.04   (feet)  ADJUSTED  
 AG0049  ___________________________________________________________________
 AG0049  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0049  DYNAMIC HT  -           1.840 (meters)       6.04  (feet)  COMP
 AG0049  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG0049
 AG0049  VERT ORDER  -  SECOND    CLASS II
 AG0049
 AG0049.The horizontal coordinates were scaled from a topographic map and have
 AG0049.an estimated accuracy of +/- 6 seconds.
 AG0049
 AG0049.The orthometric height was determined by differential leveling
 AG0049.and adjusted by the National Geodetic Survey in June 1991..
 AG0049
 AG0049.The geoid height was determined by GEOID03.
 AG0049
 AG0049.The dynamic height is computed by dividing the NAVD 88
 AG0049.geopotential number by the normal gravity value computed on the
 AG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0049.degrees latitude (g = 980.6199 gals.).
 AG0049
 AG0049.The modeled gravity was interpolated from observed gravity values.
 AG0049
 AG0049;                    North         East    Units  Estimated Accuracy
 AG0049;SPC FL W     -   405,390.      121,660.      MT  (+/- 180 meters Scaled)
 AG0049
 AG0049                          SUPERSEDED SURVEY CONTROL
 AG0049
 AG0049  NGVD 29 (??/??/92)    2.105  (m)            6.91   (f) ADJ UNCH    2 2
 AG0049
 AG0049.Superseded values are not recommended for survey control.
 AG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0049.See file dsdata.txt to determine how the superseded data were derived.
 AG0049
 AG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233974(NAD 83)
 AG0049_MARKER: DD = SURVEY DISK
 AG0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0049_STAMPING: DOT 15-74-C 06
 AG0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0049+STABILITY: SURFACE MOTION
 AG0049
 AG0049  HISTORY     - Date     Condition        Report By
 AG0049  HISTORY     - UNK      MONUMENTED       FLDT
 AG0049  HISTORY     - 1975     GOOD             FLDT
 AG0049
 AG0049                          STATION DESCRIPTION
 AG0049
 AG0049'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0049'NEAR CLEARWATER.
 AG0049'STATION IS ON THE WEST SIDE OF T JUNCTION OF NORTH FT. HARRISON
 AG0049'AVE. (U.S. ALT. 19) AND SUNSET POINT RD. (S.R. 588), 30 FT. N.
 AG0049'OF SIGNAL POLE, 19.5 FT. W. OF NORTH FT. HARRISON AVE., 11 FT.
 AG0049'N. OF CENTERLINE OF SUNSET POINT RD., AND 7 FT. NE OF 24 IN
 AG0049'PALM TREE.  SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH THE
 AG0049'GROUND.  SECTION 3, T 29S, R 15E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0050 ***********************************************************************
 AG0050  DESIGNATION -  15 74 C 07 FLDT
 AG0050  PID         -  AG0050
 AG0050  STATE/COUNTY-  FL/PINELLAS
 AG0050  USGS QUAD   -  CLEARWATER (1987)
 AG0050
 AG0050                         *CURRENT SURVEY CONTROL
 AG0050  ___________________________________________________________________
 AG0050* NAD 83(1986)-  27 59 31.     (N)    082 47 41.     (W)     SCALED    
 AG0050* NAVD 88     -         1.842  (meters)       6.04   (feet)  ADJUSTED  
 AG0050  ___________________________________________________________________
 AG0050  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0050  DYNAMIC HT  -           1.839 (meters)       6.03  (feet)  COMP
 AG0050  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG0050
 AG0050  VERT ORDER  -  SECOND    CLASS II
 AG0050
 AG0050.The horizontal coordinates were scaled from a topographic map and have
 AG0050.an estimated accuracy of +/- 6 seconds.
 AG0050
 AG0050.The orthometric height was determined by differential leveling
 AG0050.and adjusted by the National Geodetic Survey in June 1991..
 AG0050
 AG0050.The geoid height was determined by GEOID03.
 AG0050
 AG0050.The dynamic height is computed by dividing the NAVD 88
 AG0050.geopotential number by the normal gravity value computed on the
 AG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0050.degrees latitude (g = 980.6199 gals.).
 AG0050
 AG0050.The modeled gravity was interpolated from observed gravity values.
 AG0050
 AG0050;                    North         East    Units  Estimated Accuracy
 AG0050;SPC FL W     -   405,570.      121,830.      MT  (+/- 180 meters Scaled)
 AG0050
 AG0050                          SUPERSEDED SURVEY CONTROL
 AG0050
 AG0050  NGVD 29 (??/??/92)    2.104  (m)            6.90   (f) ADJ UNCH    2 2
 AG0050
 AG0050.Superseded values are not recommended for survey control.
 AG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0050.See file dsdata.txt to determine how the superseded data were derived.
 AG0050
 AG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL235976(NAD 83)
 AG0050_MARKER: DD = SURVEY DISK
 AG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0050_STAMPING: DOT 15-74-C 07
 AG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0050+STABILITY: SURFACE MOTION
 AG0050
 AG0050  HISTORY     - Date     Condition        Report By
 AG0050  HISTORY     - UNK      MONUMENTED       FLDT
 AG0050  HISTORY     - 1975     GOOD             NGS
 AG0050
 AG0050                          STATION DESCRIPTION
 AG0050
 AG0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG0050'NEAR CLEARWATER.
 AG0050'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AG0050'AND EDGEWATER DRIVE (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S.
 AG0050'ALT. 19 FOR 1.4 MILE.  STATION ON RIGHT, 232 FT. N. OF THE
 AG0050'INTERSECTION OF SEDEEVA STREET AND EDGEWATER DRIVE, 21.5 FT.
 AG0050'W. OF EDGEWATER DRIVE, 60 FT. N. OF 12 IN PALM.  SET IN TOP
 AG0050'OF CONCRETE POST THAT IS 0.3 TENTHS BELOW GROUND.  SECTION 3,
 AG0050'T 29S, R 15E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0051 ***********************************************************************
 AG0051  DESIGNATION -  15 74 C 08 FLDT
 AG0051  PID         -  AG0051
 AG0051  STATE/COUNTY-  FL/PINELLAS
 AG0051  USGS QUAD   -  CLEARWATER (1987)
 AG0051
 AG0051                         *CURRENT SURVEY CONTROL
 AG0051  ___________________________________________________________________
 AG0051* NAD 83(1986)-  27 59 49.     (N)    082 47 41.     (W)     SCALED    
 AG0051* NAVD 88     -         2.385  (meters)       7.82   (feet)  ADJUSTED  
 AG0051  ___________________________________________________________________
 AG0051  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0051  DYNAMIC HT  -           2.382 (meters)       7.81  (feet)  COMP
 AG0051  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AG0051
 AG0051  VERT ORDER  -  SECOND    CLASS II
 AG0051
 AG0051.The horizontal coordinates were scaled from a topographic map and have
 AG0051.an estimated accuracy of +/- 6 seconds.
 AG0051
 AG0051.The orthometric height was determined by differential leveling
 AG0051.and adjusted by the National Geodetic Survey in June 1991..
 AG0051
 AG0051.The geoid height was determined by GEOID03.
 AG0051
 AG0051.The dynamic height is computed by dividing the NAVD 88
 AG0051.geopotential number by the normal gravity value computed on the
 AG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0051.degrees latitude (g = 980.6199 gals.).
 AG0051
 AG0051.The modeled gravity was interpolated from observed gravity values.
 AG0051
 AG0051;                    North         East    Units  Estimated Accuracy
 AG0051;SPC FL W     -   406,130.      121,830.      MT  (+/- 180 meters Scaled)
 AG0051
 AG0051                          SUPERSEDED SURVEY CONTROL
 AG0051
 AG0051  NGVD 29 (??/??/92)    2.648  (m)            8.69   (f) ADJ UNCH    2 2
 AG0051
 AG0051.Superseded values are not recommended for survey control.
 AG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0051.See file dsdata.txt to determine how the superseded data were derived.
 AG0051
 AG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL235981(NAD 83)
 AG0051_MARKER: DD = SURVEY DISK
 AG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0051_STAMPING: DOT 15-74 C08
 AG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0051+STABILITY: SURFACE MOTION
 AG0051
 AG0051  HISTORY     - Date     Condition        Report By
 AG0051  HISTORY     - UNK      MONUMENTED       FLDT
 AG0051  HISTORY     - 1975     GOOD             FLDT
 AG0051  HISTORY     - 19870702 MARK NOT FOUND   USPSQD
 AG0051
 AG0051                          STATION DESCRIPTION
 AG0051
 AG0051'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0051'NEAR CLEARWATER.
 AG0051'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AG0051'AND EDGEWATER DR. (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S.
 AG0051'ALT. 19 FOR 1.1 MILE TO THE INTERSECTION OF UNION STREET AND
 AG0051'EDGEWATER DRIVE.  STATION IS ON SE CORNER OF INTERSECTION,
 AG0051'32.5 FT. S. OF CENTERLINE OF UNION STREET, 20 FT. E. FROM THE
 AG0051'CENTERLINE OF EDGEWATER DRIVE, AND 3 FT. SE OF LIGHT POLE.
 AG0051'SET IN TOP OF CONCRETE POST THAT IS 0.3 TENTHS BELOW GROUND.
 AG0051'SECTION 3, T 29S, R 15E
 AG0051
 AG0051                          STATION RECOVERY (1987)
 AG0051
 AG0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0044 ***********************************************************************
 AL0044  DESIGNATION -  15 74 C 09
 AL0044  PID         -  AL0044
 AL0044  STATE/COUNTY-  FL/PINELLAS
 AL0044  USGS QUAD   -  DUNEDIN (1987)
 AL0044
 AL0044                         *CURRENT SURVEY CONTROL
 AL0044  ___________________________________________________________________
 AL0044* NAD 83(1986)-  28 00 13.     (N)    082 47 35.     (W)     SCALED    
 AL0044* NAVD 88     -         2.496  (meters)       8.19   (feet)  ADJUSTED  
 AL0044  ___________________________________________________________________
 AL0044  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AL0044  DYNAMIC HT  -           2.492 (meters)       8.18  (feet)  COMP
 AL0044  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AL0044
 AL0044  VERT ORDER  -  SECOND    CLASS II
 AL0044
 AL0044.The horizontal coordinates were scaled from a topographic map and have
 AL0044.an estimated accuracy of +/- 6 seconds.
 AL0044
 AL0044.The orthometric height was determined by differential leveling
 AL0044.and adjusted by the National Geodetic Survey in June 1991..
 AL0044
 AL0044.The geoid height was determined by GEOID03.
 AL0044
 AL0044.The dynamic height is computed by dividing the NAVD 88
 AL0044.geopotential number by the normal gravity value computed on the
 AL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0044.degrees latitude (g = 980.6199 gals.).
 AL0044
 AL0044.The modeled gravity was interpolated from observed gravity values.
 AL0044
 AL0044;                    North         East    Units  Estimated Accuracy
 AL0044;SPC FL W     -   406,860.      122,000.      MT  (+/- 180 meters Scaled)
 AL0044
 AL0044                          SUPERSEDED SURVEY CONTROL
 AL0044
 AL0044  NGVD 29 (??/??/92)    2.758  (m)            9.05   (f) ADJ UNCH    2 2
 AL0044
 AL0044.Superseded values are not recommended for survey control.
 AL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0044.See file dsdata.txt to determine how the superseded data were derived.
 AL0044
 AL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL236988(NAD 83)
 AL0044_MARKER: DD = SURVEY DISK
 AL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0044_STAMPING: DOT 15-74-C 09
 AL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0044+STABILITY: SURFACE MOTION
 AL0044
 AL0044  HISTORY     - Date     Condition        Report By
 AL0044  HISTORY     - UNK      MONUMENTED       FLDT
 AL0044  HISTORY     - 1975     GOOD             FLDT
 AL0044  HISTORY     - 1989     POOR             USPSQD
 AL0044  HISTORY     - 1989     POOR             USPSQD
 AL0044
 AL0044                          STATION DESCRIPTION
 AL0044
 AL0044'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0044'AT SW DUNEDIN.
 AL0044'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AL0044'AND EDGEWATER DR. (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S. ALT.
 AL0044'19 FOR 0.72 MILE.  STATION ON LEFT, 214 FT. S. OF THE INTERSECTION
 AL0044'OF FLA. AVE. AND EDGEWATER DR., 17.5 E. FROM THE CENTERLINE
 AL0044'OF EDGEWATER DR., 30.5 FT. S. OF LIGHT POLE, 14 FT. W. FROM THE
 AL0044'W. EDGE OF CONCRETE SIDEWALK, 6 FT. SW. OF A 10 IN PALM.  SET IN
 AL0044'TOP OF CONCRETE POST THAT IS 0.5 TENTHS BELOW GROUND.  SECTION
 AL0044'34, T 28 S, R 15 E.
 AL0044
 AL0044                          STATION RECOVERY (1989)
 AL0044
 AL0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLC)
 AL0044'MARK RECOVERED IN POOR CONDITION.
 AL0044
 AL0044                          STATION RECOVERY (1989)
 AL0044
 AL0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0044'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0300 ***********************************************************************
 AR0300  DESIGNATION -  15 CMP
 AR0300  PID         -  AR0300
 AR0300  STATE/COUNTY-  FL/ALACHUA
 AR0300  USGS QUAD   -  ALACHUA (1993)
 AR0300
 AR0300                         *CURRENT SURVEY CONTROL
 AR0300  ___________________________________________________________________
 AR0300* NAD 83(1986)-  29 45 45.     (N)    082 29 35.     (W)     SCALED    
 AR0300* NAVD 88     -        45.740  (meters)     150.07   (feet)  ADJUSTED  
 AR0300  ___________________________________________________________________
 AR0300  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR0300  DYNAMIC HT  -          45.679 (meters)     149.87  (feet)  COMP
 AR0300  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AR0300
 AR0300  VERT ORDER  -  SECOND    CLASS 0
 AR0300
 AR0300.The horizontal coordinates were scaled from a topographic map and have
 AR0300.an estimated accuracy of +/- 6 seconds.
 AR0300
 AR0300.The orthometric height was determined by differential leveling
 AR0300.and adjusted by the National Geodetic Survey in June 1991..
 AR0300
 AR0300.The geoid height was determined by GEOID03.
 AR0300
 AR0300.The dynamic height is computed by dividing the NAVD 88
 AR0300.geopotential number by the normal gravity value computed on the
 AR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0300.degrees latitude (g = 980.6199 gals.).
 AR0300
 AR0300.The modeled gravity was interpolated from observed gravity values.
 AR0300
 AR0300;                    North         East    Units  Estimated Accuracy
 AR0300;SPC FL N     -    86,230.      794,090.      MT  (+/- 180 meters Scaled)
 AR0300
 AR0300                          SUPERSEDED SURVEY CONTROL
 AR0300
 AR0300  NGVD 29 (??/??/92)   45.983  (m)          150.86   (f) ADJ UNCH    2 0
 AR0300
 AR0300.Superseded values are not recommended for survey control.
 AR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0300.See file dsdata.txt to determine how the superseded data were derived.
 AR0300
 AR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN556934(NAD 83)
 AR0300_MARKER: DD = SURVEY DISK
 AR0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0300_STAMPING: 15 CMP 1964 151
 AR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0300+STABILITY: SURFACE MOTION
 AR0300
 AR0300  HISTORY     - Date     Condition        Report By
 AR0300  HISTORY     - 1964     MONUMENTED       USGS
 AR0300  HISTORY     - 1974     GOOD             FLDT
 AR0300
 AR0300                          STATION DESCRIPTION
 AR0300
 AR0300'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 AR0300'2.2 MI S FROM ALACHUA.
 AR0300'FROM THE INTERSECTION OF U.S. ROUTE 441 AND STATE ROUTE 325 IN
 AR0300'ALACHUA, GO SOUTH ON STATE ROUTE 235 FOR 0.7 MILE TO STATE ROUTE
 AR0300'241, CONTINUE SOUTH ON STATE ROUTE 241 FOR 1.5 MILES TO A
 AR0300'PRIVATE DIRT ROAD LEADING EAST AND BENCH MARK, WHICH IS SET IN
 AR0300'THE TOP OF A SQUARE CONCRETE POST LEANING SLIGHTLY TO THE SOUTH,
 AR0300'7 INCHES ABOVE THE GROUND.  IT IS 39.6 FEET EAST OF THE CENTERLINE
 AR0300'OF STATE ROUTE 241, 27.8 FEET NORTH OF THE CENTER OF A PRIVATE
 AR0300'ROAD, 1.0 FEET EAST OF A METAL WITNESS POST AND 0.9 FOOT WEST OF
 AR0300'A FENCELINE.  SECTION 26, T 8S, R 18E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1289 ***********************************************************************
 AG1289  DESIGNATION -  15 V
 AG1289  PID         -  AG1289
 AG1289  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1289  USGS QUAD   -  BRANDON (1987)
 AG1289
 AG1289                         *CURRENT SURVEY CONTROL
 AG1289  ___________________________________________________________________
 AG1289* NAD 83(1990)-  27 56 16.03858(N)    082 16 53.45617(W)     ADJUSTED  
 AG1289* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AG1289  ___________________________________________________________________
 AG1289  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AG1289  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AG1289
 AG1289  HORZ ORDER  -  THIRD
 AG1289
 AG1289.The horizontal coordinates were established by classical geodetic methods
 AG1289.and adjusted by the National Geodetic Survey in May 1991..
 AG1289
 AG1289.The orthometric height was scaled from a topographic map.
 AG1289
 AG1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1289
 AG1289.The geoid height was determined by GEOID03.
 AG1289
 AG1289;                    North         East     Units Scale Factor Converg.
 AG1289;SPC FL W     -   399,347.066   172,295.280   MT  0.99995065   -0 07 54.8
 AG1289;SPC FL W     - 1,310,191.17    565,272.10   sFT  0.99995065   -0 07 54.8
 AG1289;UTM  17      - 3,090,971.587   373,919.922   MT  0.99979620   -0 36 01.7
 AG1289
 AG1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1289!SPC FL W     -   1.00000180  x   0.99995065  =   0.99995245
 AG1289!UTM  17      -   1.00000180  x   0.99979620  =   0.99979800
 AG1289
 AG1289:                Primary Azimuth Mark                     Grid Az
 AG1289:SPC FL W     -  14 V 1943                                270 12 41.0
 AG1289:UTM  17      -  14 V 1943                                270 40 47.9
 AG1289
 AG1289|---------------------------------------------------------------------|
 AG1289| PID    Reference Object                     Distance      Geod. Az  |
 AG1289|                                                           dddmmss.s |
 AG1289| AG1288 14 V 1943                           APPROX. 0.8 KM 2700446.2 |
 AG1289|---------------------------------------------------------------------|
 AG1289
 AG1289                          SUPERSEDED SURVEY CONTROL
 AG1289
 AG1289  NAD 83(1986)-  27 56 16.05493(N)    082 16 53.47676(W) AD(       ) 3
 AG1289  NAD 27      -  27 56 14.97234(N)    082 16 54.14481(W) AD(       ) 3
 AG1289
 AG1289.Superseded values are not recommended for survey control.
 AG1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1289.See file dsdata.txt to determine how the superseded data were derived.
 AG1289
 AG1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7392090972(NAD 83)
 AG1289_MARKER: DE = TRAVERSE STATION DISK
 AG1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1289
 AG1289  HISTORY     - Date     Condition        Report By
 AG1289  HISTORY     - 1943     MONUMENTED       CGS
 AG1289  HISTORY     - 1956     GOOD             CGS
 AG1289  HISTORY     - 1958     GOOD             CGS
 AG1289  HISTORY     - 1961     GOOD             CGS
 AG1289
 AG1289                          STATION DESCRIPTION
 AG1289
 AG1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1289'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 AG1289'
 AG1289'LOCATED 0.25 MI. E ALONG STATE ROAD 60 FROM THE INTERSECTION
 AG1289'OF PARSON AVENUE IN BRANDON, AT THE NW CORNER OF THE INTERSECTION
 AG1289'OF STATE ROAD 60 AND PINEWOOD AVENUE, 50.6 FT. N OF THE
 AG1289'CENTERLINE OF THE HIGHWAY, 24.4 FT. W OF THE CENTERLINE OF
 AG1289'PINEWOOD AVENUE, 14.3 FT. NE OF THE SE CEMETERY FENCE CORNER, 1
 AG1289'FT. E OF A FENCE, AND 0.7 FT. E OF A STATE ROAD DEPARTMENT
 AG1289'CONCRETE RIGHT-OF-WAY POST.  A STANDARD TRAVERSE DISK, STAMPED
 AG1289'15 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE MONUMENT
 AG1289'PROTRUDING 2 IN. ABOVE THE GROUND.
 AG1289'
 AG1289'REFERENCE MARK 1 IS N OF THE STATION, 18.5 FT. W OF THE
 AG1289'CENTERLINE OF PINEWOOD AVENUE, 2.4 FT. E OF A CEMETERY FENCE,
 AG1289'AND 41.5 FT. S OF THE NE FENCE CORNER.  A STANDARD REFERENCE-MARK
 AG1289'DISK, STAMPED RM 1 15 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE
 AG1289'MONUMENT PROTRUDING 4 IN. ABOVE THE GROUND.
 AG1289'
 AG1289'REFERENCE MARK 2 IS 1.8 FT. E OF THE STATION.  A U.S.C. AND G.S.
 AG1289'AND STATE SURVEY DISK, STAMPED F 51 AND SET IN A 6-IN. SQUARE
 AG1289'CONCRETE MONUMENT PROTRUDING 2 IN. ABOVE THE GROUND.
 AG1289'
 AG1289'THIS IS A TRAVERSE STATION.
 AG1289
 AG1289                          STATION RECOVERY (1958)
 AG1289
 AG1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1289'THIS STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN JULY,
 AG1289'1958, AND FOUND IN GOOD CONDITION.
 AG1289'
 AG1289'THE STATION IS LOCATED AT BRANDON, 0.2 MI. E OF THE POST OFFICE,
 AG1289'AT THE SE CORNER OF A SMALL CEMETERY, 57 FT. N-NE OF THE
 AG1289'INTERSECTION OF STATE HIGHWAY 60 AND PINEWOOD AVENUE, 49.5 FT. N
 AG1289'OF THE CENTERLINE OF THE HIGHWAY, 24 FT. W OF THE CENTERLINE OF
 AG1289'PINEWOOD AVENUE, 14 FT. N OF A FENCE CORNER, 23.5 FT. S OF A
 AG1289'POWER POLE AND 1.3 FT. E OF A FENCE, 0.6 FT. NE OF A CONCRETE
 AG1289'HIGHWAY RIGHT-OF-WAY MARKER.  A TRAVERSE-STATION DISK SET IN
 AG1289'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 AG1289'THE GROUND, STAMPED 15V 1943.
 AG1289'
 AG1289'REFERENCE MARK 1 IS 72.68 FT. N OF THE STATION, 86 FT. N OF A
 AG1289'FENCE CORNER, 47.5 FT. N OF A POWER POLE, 18 FT. W OF THE
 AG1289'CENTERLINE OF PINEWOOD AVENUE, 8 FT. N OF THE N END OF A STEEL
 AG1289'GATE AND 2.3 FT. E OF A FENCE.  A REFERENCE-MARK DISK SET IN
 AG1289'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 AG1289'THE GROUND, STAMPED 15V RM 1 1943.
 AG1289'
 AG1289'REFERENCE MARK 2 IS 1.81 FT. E OF THE STATION, 57 FT. N-NW OF
 AG1289'THE CENTERLINE OF THE INTERSECTION OF STATE HIGHWAY 60 AND
 AG1289'PINEWOOD AVENUE, 50 FT. N OF THE CENTERLINE OF THE HIGHWAY, 22.5
 AG1289'FT. W OF THE CENTERLINE OF PINEWOOD AVENUE, 14 FT. N OF A FENCE
 AG1289'CORNER, 24 FT. S OF A POWER POLE, 2.4 FT. E OF A CONCRETE
 AG1289'HIGHWAY RIGHT-OF-WAY MARKER, AND 3.1 FT. E OF A FENCE.  A
 AG1289'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK SET IN
 AG1289'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 AG1289'THE GROUND, STAMPED F 51.
 AG1289
 AG1289                          STATION RECOVERY (1961)
 AG1289
 AG1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 AG1289'THE STATION AND R.M. 1 WERE RECOVERED IN MAY 1961 AND FOUND IN
 AG1289'GOOD CONDITION.  THE JULY 1958 DESCRIPTION IS ADEQUATE.  STEEL
 AG1289'WITNESS POSTS WERE SET BY BOTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0063 ***********************************************************************
 AG0063  DESIGNATION -  150 C OF SP
 AG0063  PID         -  AG0063
 AG0063  STATE/COUNTY-  FL/PINELLAS
 AG0063  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0063
 AG0063                         *CURRENT SURVEY CONTROL
 AG0063  ___________________________________________________________________
 AG0063* NAD 83(1986)-  27 44 55.     (N)    082 40 47.     (W)     SCALED    
 AG0063* NAVD 88     -         4.866  (meters)      15.96   (feet)  ADJUSTED  
 AG0063  ___________________________________________________________________
 AG0063  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG0063  DYNAMIC HT  -           4.859 (meters)      15.94  (feet)  COMP
 AG0063  MODELED GRAV-     979,172.9   (mgal)                       NAVD 88
 AG0063
 AG0063  VERT ORDER  -  SECOND    CLASS II
 AG0063
 AG0063.The horizontal coordinates were scaled from a topographic map and have
 AG0063.an estimated accuracy of +/- 6 seconds.
 AG0063
 AG0063.The orthometric height was determined by differential leveling
 AG0063.and adjusted by the National Geodetic Survey in June 1991..
 AG0063
 AG0063.The geoid height was determined by GEOID03.
 AG0063
 AG0063.The dynamic height is computed by dividing the NAVD 88
 AG0063.geopotential number by the normal gravity value computed on the
 AG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0063.degrees latitude (g = 980.6199 gals.).
 AG0063
 AG0063.The modeled gravity was interpolated from observed gravity values.
 AG0063
 AG0063;                    North         East    Units  Estimated Accuracy
 AG0063;SPC FL W     -   378,540.      132,990.      MT  (+/- 180 meters Scaled)
 AG0063
 AG0063                          SUPERSEDED SURVEY CONTROL
 AG0063
 AG0063  NGVD 29 (??/??/92)    5.143  (m)           16.87   (f) ADJ UNCH    2 2
 AG0063
 AG0063.Superseded values are not recommended for survey control.
 AG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0063.See file dsdata.txt to determine how the superseded data were derived.
 AG0063
 AG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344704(NAD 83)
 AG0063_MARKER: DD = SURVEY DISK
 AG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0063+STABILITY: SURFACE MOTION
 AG0063
 AG0063  HISTORY     - Date     Condition        Report By
 AG0063  HISTORY     - UNK      MONUMENTED       FL2730
 AG0063  HISTORY     - 1976     GOOD             FLDT
 AG0063  HISTORY     - 1977     GOOD             FL-103
 AG0063  HISTORY     - 19980112 MARK NOT FOUND   USPSQD
 AG0063  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 AG0063
 AG0063                          STATION DESCRIPTION
 AG0063
 AG0063'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0063'AT ST PETERSBURG.
 AG0063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG0063'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN
 AG0063'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG0063'AVENUE S.  STATION ON LEFT, IN THE NW CORNER OF INTERSECTION,
 AG0063'57.6 FT. WEST OF THE CENTERLINE OF U.S. 19, 46.4 FT. NORTH OF THE
 AG0063'CENTERLINE OF 22ND AVENUE SOUTH, 9.0 FT. SW OF POWER/SIGNAL/LIGHT
 AG0063'POLE, NO NUMBER, 5.5 FT. NW OF THE BACK OF THE CURB.  SET IN THE
 AG0063'TOP OF A CONCRETE POST THAT IS 1 INCH ABOVE THE GROUND.  SECTION
 AG0063'29, T 31S, R 16E
 AG0063
 AG0063                          STATION RECOVERY (1977)
 AG0063
 AG0063'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0063'RECOVERED IN GOOD CONDITION.
 AG0063
 AG0063                          STATION RECOVERY (1998)
 AG0063
 AG0063'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0063'MARK NOT FOUND.
 AG0063
 AG0063                          STATION RECOVERY (2005)
 AG0063
 AG0063'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG0063'EXTENSIVE CHANGES HAVE BEEN MADE AT THE INTERSECTION CONTAINING THE
 AG0063'MARKER, INCLUDING A WIDENING OF THE ROAD (22ND AVE. SOUTH) WITH NEW
 AG0063'TRAFFIC SIGNALS AND LIGHT FIXTURES. THERE IS ALSO A COMMERCIAL SIGN
 AG0063'CLOSE TO THE MARKER LOCATION. I SUSPECT THE MARKER HAS BEEN DESTROYED.
 AG0063' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0064 ***********************************************************************
 AG0064  DESIGNATION -  150 FLHD
 AG0064  PID         -  AG0064
 AG0064  STATE/COUNTY-  FL/PINELLAS
 AG0064  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0064
 AG0064                         *CURRENT SURVEY CONTROL
 AG0064  ___________________________________________________________________
 AG0064* NAD 83(1986)-  27 57 37.     (N)    082 43 47.     (W)     SCALED    
 AG0064* NAVD 88     -        22.534  (meters)      73.93   (feet)  ADJUSTED  
 AG0064  ___________________________________________________________________
 AG0064  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0064  DYNAMIC HT  -          22.501 (meters)      73.82  (feet)  COMP
 AG0064  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AG0064
 AG0064  VERT ORDER  -  SECOND    CLASS II
 AG0064
 AG0064.The horizontal coordinates were scaled from a topographic map and have
 AG0064.an estimated accuracy of +/- 6 seconds.
 AG0064
 AG0064.The orthometric height was determined by differential leveling
 AG0064.and adjusted by the National Geodetic Survey in June 1991..
 AG0064
 AG0064.The geoid height was determined by GEOID03.
 AG0064
 AG0064.The dynamic height is computed by dividing the NAVD 88
 AG0064.geopotential number by the normal gravity value computed on the
 AG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0064.degrees latitude (g = 980.6199 gals.).
 AG0064
 AG0064.The modeled gravity was interpolated from observed gravity values.
 AG0064
 AG0064;                    North         East    Units  Estimated Accuracy
 AG0064;SPC FL W     -   402,020.      128,200.      MT  (+/- 180 meters Scaled)
 AG0064
 AG0064                          SUPERSEDED SURVEY CONTROL
 AG0064
 AG0064  NGVD 29 (??/??/92)   22.796  (m)           74.79   (f) ADJ UNCH    2 2
 AG0064
 AG0064.Superseded values are not recommended for survey control.
 AG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0064.See file dsdata.txt to determine how the superseded data were derived.
 AG0064
 AG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298940(NAD 83)
 AG0064_MARKER: DD = SURVEY DISK
 AG0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0064_SP_SET: CONCRETE LANE DIVIDER
 AG0064_STAMPING: 150
 AG0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0064
 AG0064  HISTORY     - Date     Condition        Report By
 AG0064  HISTORY     - UNK      MONUMENTED       FLHD
 AG0064  HISTORY     - 1975     GOOD             FLDT
 AG0064
 AG0064                          STATION DESCRIPTION
 AG0064
 AG0064'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0064'AT CLEARWATER.
 AG0064'STATION IS LOCATED AT THE INTERSECTION OF U.S. 19 AND S.R. 60
 AG0064'(GULF TO BAY BLVD.).  STATION IS LOCATED ON TOP OF THE OVERPASS,
 AG0064'1.8 FT. SOUTH OF THE SOUTH ABUTMENT, 107.5 FT. SOUTH OF THE
 AG0064'CENTERLINE OF S.R. 60.  SET IN TOP OF THE CONCRETE LANE DIVIDER.
 AG0064'SECTION 17, T 29S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1922 ***********************************************************************
 BE1922  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1922  DESIGNATION -  15.022
 BE1922  PID         -  BE1922
 BE1922  STATE/COUNTY-  FL/WAKULLA
 BE1922  USGS QUAD   -  ST MARKS (1992)
 BE1922
 BE1922                         *CURRENT SURVEY CONTROL
 BE1922  ___________________________________________________________________
 BE1922* NAD 83(1986)-  30 10 31.     (N)    084 14 42.     (W)     SCALED    
 BE1922* NAVD 88     -         4.405  (meters)      14.45   (feet)  ADJUSTED  
 BE1922  ___________________________________________________________________
 BE1922  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BE1922  DYNAMIC HT  -           4.399 (meters)      14.43  (feet)  COMP
 BE1922  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 BE1922
 BE1922  VERT ORDER  -  FIRST     CLASS II
 BE1922
 BE1922.The horizontal coordinates were scaled from a topographic map and have
 BE1922.an estimated accuracy of +/- 6 seconds.
 BE1922
 BE1922.The orthometric height was determined by differential leveling
 BE1922.and adjusted by the National Geodetic Survey in June 1991..
 BE1922
 BE1922.This Tidal Bench Mark is designated as VM 8294
 BE1922.by the Center for Operational Oceanographic Products and Services.
 BE1922
 BE1922.The geoid height was determined by GEOID03.
 BE1922
 BE1922.The dynamic height is computed by dividing the NAVD 88
 BE1922.geopotential number by the normal gravity value computed on the
 BE1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1922.degrees latitude (g = 980.6199 gals.).
 BE1922
 BE1922.The modeled gravity was interpolated from observed gravity values.
 BE1922
 BE1922;                    North         East    Units  Estimated Accuracy
 BE1922;SPC FL N     -   130,300.      624,560.      MT  (+/- 180 meters Scaled)
 BE1922
 BE1922                          SUPERSEDED SURVEY CONTROL
 BE1922
 BE1922.No superseded survey control is available for this station.
 BE1922
 BE1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU652414(NAD 83)
 BE1922_MARKER: DD = SURVEY DISK
 BE1922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BE1922_SP_SET: BRIDGE ABUTMENT
 BE1922_STAMPING: 15.022
 BE1922_MARK LOGO: FLDT  
 BE1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1922+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1990
 BE1922
 BE1922  HISTORY     - Date     Condition        Report By
 BE1922  HISTORY     - UNK      MONUMENTED       FLDT
 BE1922  HISTORY     - 1981     GOOD             NGS
 BE1922  HISTORY     - 1986     GOOD             FLDNR
 BE1922  HISTORY     - 19900227 GOOD             FLDNR
 BE1922
 BE1922                          STATION DESCRIPTION
 BE1922
 BE1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1922'7.28 KM (4.55 MI) WSW FROM NEWPORT.
 BE1922'7.28 KILOMETERS (4.55 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1922'THE WEST END OF THE HIGHWAY BRIDGE OVER ST. MARKS RIVER IN NEWPORT, TO
 BE1922'THE MARK ON THE LEFT,  IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BE1922'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE WAKULLA RIVER, 6.10 METERS
 BE1922'(20 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.68 METER
 BE1922'(2 FEET) EAST OF A METAL POST WITH SIGN (WAKULLA RIVER).
 BE1922'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BE1922
 BE1922                          STATION RECOVERY (1986)
 BE1922
 BE1922'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1922'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE ROAD 363 IN
 BE1922'ST. MARKS, GO 2.2 MILES SOUTHWEST ALONG U.S. 98 TO THE SOUTHEAST
 BE1922'CORNER OF THE LOWER BRIDGE OVER THE WAKULLA RIVER AND THE MARK.  THE
 BE1922'MARK BEARS 20.1 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 98.
 BE1922
 BE1922                          STATION RECOVERY (1990)
 BE1922
 BE1922'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 (RML)
 BE1922'THE BENCH MARK IS LOCATED 3.0 MI (4.8 KM) NORTHWEST OF THE TOWN OF ST
 BE1922'MARKS IN SECTION 33 OF TOWNSHIP 3S RANGE 1E, WAKULLA COUNTY FLORIDA.
 BE1922'TO REACH THE MARK FROM ST MARKS GO NORTH ON STATE ROAD 363 FOR 2.6 MI
 BE1922'(4.2 KM) TO THE INTERSECTION OF STATE ROAD 363 AND U.S. HIGHWAY 98,
 BE1922'TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 98 FOR 2.1 MI (3.4 KM) TO
 BE1922'THE U.S. HIGHWAY 98 BRIDGE OVER THE WAKULLA RIVER, CROSS THE BRIDGE TO
 BE1922'THE SOUTHWEST SIDE AND THE MARK ON THE LEFT, SET IN THE ABUTMENT AT
 BE1922'THE SOUTHERN MOST PART OF THE BRIDGE. 20.1 FT (6.1 M) SOUTHEAST OF THE
 BE1922'CENTERLINE OF U.S. HIGHWAY 98, 2.0 FT (0.6 M) EAST OF A SIGN THAT
 BE1922'STATES WAKULLA RIVER AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 BE1922'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0052 ***********************************************************************
 AG0052  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0052  DESIGNATION -  151 FLHD
 AG0052  PID         -  AG0052
 AG0052  STATE/COUNTY-  FL/PINELLAS
 AG0052  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0052
 AG0052                         *CURRENT SURVEY CONTROL
 AG0052  ___________________________________________________________________
 AG0052* NAD 83(1986)-  27 56 13.     (N)    082 43 47.     (W)     SCALED    
 AG0052* NAVD 88     -         2.052  (meters)       6.73   (feet)  ADJUSTED  
 AG0052  ___________________________________________________________________
 AG0052  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0052  DYNAMIC HT  -           2.049 (meters)       6.72  (feet)  COMP
 AG0052  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AG0052
 AG0052  VERT ORDER  -  SECOND    CLASS I
 AG0052
 AG0052.The horizontal coordinates were scaled from a topographic map and have
 AG0052.an estimated accuracy of +/- 6 seconds.
 AG0052
 AG0052.The orthometric height was determined by differential leveling
 AG0052.and adjusted by the National Geodetic Survey in June 1991..
 AG0052
 AG0052.This Tidal Bench Mark is designated as VM 7507
 AG0052.by the Center for Operational Oceanographic Products and Services.
 AG0052
 AG0052.The geoid height was determined by GEOID03.
 AG0052
 AG0052.The dynamic height is computed by dividing the NAVD 88
 AG0052.geopotential number by the normal gravity value computed on the
 AG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0052.degrees latitude (g = 980.6199 gals.).
 AG0052
 AG0052.The modeled gravity was interpolated from observed gravity values.
 AG0052
 AG0052;                    North         East    Units  Estimated Accuracy
 AG0052;SPC FL W     -   399,440.      128,190.      MT  (+/- 180 meters Scaled)
 AG0052
 AG0052                          SUPERSEDED SURVEY CONTROL
 AG0052
 AG0052  NGVD 29 (??/??/92)    2.315  (m)            7.60   (f) ADJ UNCH    2 1
 AG0052
 AG0052.Superseded values are not recommended for survey control.
 AG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0052.See file dsdata.txt to determine how the superseded data were derived.
 AG0052
 AG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298914(NAD 83)
 AG0052_MARKER: DD = SURVEY DISK
 AG0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0052_SP_SET: BRIDGE ABUTMENT
 AG0052_STAMPING: 151
 AG0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0052
 AG0052  HISTORY     - Date     Condition        Report By
 AG0052  HISTORY     - UNK      MONUMENTED       FLHD
 AG0052  HISTORY     - 1975     GOOD             FLDT
 AG0052  HISTORY     - 1976     GOOD             NGS
 AG0052  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AG0052
 AG0052                          STATION DESCRIPTION
 AG0052
 AG0052'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0052'0.2 MI E FROM CLEARWATER.
 AG0052'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 60
 AG0052'(GULF TO BAY BLVD.), RUN SOUTHERLY ALONG U.S. 19 FOR 1.7 MILE
 AG0052'TO ALLENS CREEK.  STATION ON LEFT, IN THE NE CORNER OF THE
 AG0052'NORTHBOUND BRIDGE,.  SET IN TOP OF THE CONCRETE ABUTMENT, EAST
 AG0052'OF CONCRETE HANDRAIL.  SECTION 29, T 29S, R 16E.
 AG0052
 AG0052                          STATION RECOVERY (1976)
 AG0052
 AG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AG0052'RECOVERED IN GOOD CONDITION.
 AG0052
 AG0052                          STATION RECOVERY (1983)
 AG0052
 AG0052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0053 ***********************************************************************
 AG0053  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0053  DESIGNATION -  152 FLHD
 AG0053  PID         -  AG0053
 AG0053  STATE/COUNTY-  FL/PINELLAS
 AG0053  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0053
 AG0053                         *CURRENT SURVEY CONTROL
 AG0053  ___________________________________________________________________
 AG0053* NAD 83(1986)-  27 56 13.     (N)    082 43 47.     (W)     SCALED    
 AG0053* NAVD 88     -         2.066  (meters)       6.78   (feet)  ADJUSTED  
 AG0053  ___________________________________________________________________
 AG0053  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0053  DYNAMIC HT  -           2.063 (meters)       6.77  (feet)  COMP
 AG0053  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AG0053
 AG0053  VERT ORDER  -  SECOND    CLASS II
 AG0053
 AG0053.The horizontal coordinates were scaled from a topographic map and have
 AG0053.an estimated accuracy of +/- 6 seconds.
 AG0053
 AG0053.The orthometric height was determined by differential leveling
 AG0053.and adjusted by the National Geodetic Survey in June 1991..
 AG0053
 AG0053.This Tidal Bench Mark is designated as VM 7508
 AG0053.by the Center for Operational Oceanographic Products and Services.
 AG0053
 AG0053.The geoid height was determined by GEOID03.
 AG0053
 AG0053.The dynamic height is computed by dividing the NAVD 88
 AG0053.geopotential number by the normal gravity value computed on the
 AG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0053.degrees latitude (g = 980.6199 gals.).
 AG0053
 AG0053.The modeled gravity was interpolated from observed gravity values.
 AG0053
 AG0053;                    North         East    Units  Estimated Accuracy
 AG0053;SPC FL W     -   399,440.      128,190.      MT  (+/- 180 meters Scaled)
 AG0053
 AG0053                          SUPERSEDED SURVEY CONTROL
 AG0053
 AG0053  NGVD 29 (??/??/92)    2.329  (m)            7.64   (f) ADJ UNCH    2 2
 AG0053
 AG0053.Superseded values are not recommended for survey control.
 AG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0053.See file dsdata.txt to determine how the superseded data were derived.
 AG0053
 AG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298914(NAD 83)
 AG0053_MARKER: DD = SURVEY DISK
 AG0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0053_SP_SET: BRIDGE ABUTMENT
 AG0053_STAMPING: 152
 AG0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0053
 AG0053  HISTORY     - Date     Condition        Report By
 AG0053  HISTORY     - UNK      MONUMENTED       FLHD
 AG0053  HISTORY     - 1975     GOOD             FLDT
 AG0053
 AG0053                          STATION DESCRIPTION
 AG0053
 AG0053'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0053'0.2 MI E FROM CLEARWATER.
 AG0053'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 60
 AG0053'(GULF TO BAY BLVD.), RUN SOUTHERLY ALONG U.S. 19 FOR 1.7 MILE
 AG0053'TO ALLENS CREEK.  STATION ON RIGHT, IN THE SOUTHEAST CORNER
 AG0053'OF THE SOUTHBOUND BRIDGE.  SET IN THE TOP OF THE CONCRETE
 AG0053'ABUTMENT, ON WEST SIDE OF CONCRETE HANDRAIL.  SECTION 30, T 29S,
 AG0053'R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0054 ***********************************************************************
 AG0054  DESIGNATION -  153 FLHD
 AG0054  PID         -  AG0054
 AG0054  STATE/COUNTY-  FL/PINELLAS
 AG0054  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0054
 AG0054                         *CURRENT SURVEY CONTROL
 AG0054  ___________________________________________________________________
 AG0054* NAD 83(1986)-  27 55 01.     (N)    082 43 29.     (W)     SCALED    
 AG0054* NAVD 88     -         4.160  (meters)      13.65   (feet)  ADJUSTED  
 AG0054  ___________________________________________________________________
 AG0054  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG0054  DYNAMIC HT  -           4.154 (meters)      13.63  (feet)  COMP
 AG0054  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AG0054
 AG0054  VERT ORDER  -  SECOND    CLASS II
 AG0054
 AG0054.The horizontal coordinates were scaled from a topographic map and have
 AG0054.an estimated accuracy of +/- 6 seconds.
 AG0054
 AG0054.The orthometric height was determined by differential leveling
 AG0054.and adjusted by the National Geodetic Survey in June 1991..
 AG0054
 AG0054.The geoid height was determined by GEOID03.
 AG0054
 AG0054.The dynamic height is computed by dividing the NAVD 88
 AG0054.geopotential number by the normal gravity value computed on the
 AG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0054.degrees latitude (g = 980.6199 gals.).
 AG0054
 AG0054.The modeled gravity was interpolated from observed gravity values.
 AG0054
 AG0054;                    North         East    Units  Estimated Accuracy
 AG0054;SPC FL W     -   397,220.      128,660.      MT  (+/- 180 meters Scaled)
 AG0054
 AG0054                          SUPERSEDED SURVEY CONTROL
 AG0054
 AG0054  NGVD 29 (??/??/92)    4.423  (m)           14.51   (f) ADJ UNCH    2 2
 AG0054
 AG0054.Superseded values are not recommended for survey control.
 AG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0054.See file dsdata.txt to determine how the superseded data were derived.
 AG0054
 AG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL302891(NAD 83)
 AG0054_MARKER: DD = SURVEY DISK
 AG0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0054_SP_SET: CULVERT
 AG0054_STAMPING: 153
 AG0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0054
 AG0054  HISTORY     - Date     Condition        Report By
 AG0054  HISTORY     - UNK      MONUMENTED       FLHD
 AG0054  HISTORY     - 1975     GOOD             FLDT
 AG0054  HISTORY     - 1983     GOOD             LOCSUR
 AG0054  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0054
 AG0054                          STATION DESCRIPTION
 AG0054
 AG0054'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0054'0.5 MI E FROM LARGO.
 AG0054'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0054'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 0.3 MILE.
 AG0054'STATION ON LEFT, 35.6 FT. EAST OF THE WEST END OF BOX CULVERT.
 AG0054'SET IN TOP OF CONCRETE BOX CULVERT.  SECTION 32, T 29S, R 16E
 AG0054
 AG0054                          STATION RECOVERY (1983)
 AG0054
 AG0054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0054'IT IS WEST OF DRIVEWAY INTO WESTMINSTER APARMENTS. SOUTHEAST OF
 AG0054'UTILITY POLE 1-35152.
 AG0054
 AG0054                          STATION RECOVERY (1989)
 AG0054
 AG0054'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2899 ***********************************************************************
 BE2899  DESIGNATION -  154 15 WLC USGS
 BE2899  PID         -  BE2899
 BE2899  STATE/COUNTY-  FL/CALHOUN
 BE2899  USGS QUAD   -  JUNIPER CREEK (1982)
 BE2899
 BE2899                         *CURRENT SURVEY CONTROL
 BE2899  ___________________________________________________________________
 BE2899* NAD 83(1986)-  30 25 55.     (N)    085 19 45.     (W)     SCALED    
 BE2899* NAVD 88     -        46.832  (meters)     153.65   (feet)  ADJUSTED  
 BE2899  ___________________________________________________________________
 BE2899  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BE2899  DYNAMIC HT  -          46.770 (meters)     153.44  (feet)  COMP
 BE2899  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 BE2899
 BE2899  VERT ORDER  -  SECOND    CLASS I
 BE2899
 BE2899.The horizontal coordinates were scaled from a topographic map and have
 BE2899.an estimated accuracy of +/- 6 seconds.
 BE2899
 BE2899.The orthometric height was determined by differential leveling
 BE2899.and adjusted by the National Geodetic Survey in June 1991..
 BE2899
 BE2899.The geoid height was determined by GEOID03.
 BE2899
 BE2899.The dynamic height is computed by dividing the NAVD 88
 BE2899.geopotential number by the normal gravity value computed on the
 BE2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2899.degrees latitude (g = 980.6199 gals.).
 BE2899
 BE2899.The modeled gravity was interpolated from observed gravity values.
 BE2899
 BE2899;                    North         East    Units  Estimated Accuracy
 BE2899;SPC FL N     -   159,020.      520,350.      MT  (+/- 180 meters Scaled)
 BE2899
 BE2899                          SUPERSEDED SURVEY CONTROL
 BE2899
 BE2899.No superseded survey control is available for this station.
 BE2899
 BE2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU604678(NAD 83)
 BE2899_MARKER: DB = BENCH MARK DISK
 BE2899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2899_SP_SET: CONCRETE CULVERT HEADWALL
 BE2899_STAMPING: 154 15 WLC 1976
 BE2899_MARK LOGO: USGS  
 BE2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2899+STABILITY: SURFACE MOTION
 BE2899
 BE2899  HISTORY     - Date     Condition        Report By
 BE2899  HISTORY     - 1976     MONUMENTED       USGS
 BE2899  HISTORY     - 1980     GOOD             FLDNR
 BE2899  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BE2899
 BE2899                          STATION DESCRIPTION
 BE2899
 BE2899'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2899'10.0 MI WEST FROM CLARKSVILLE.
 BE2899'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 10.0 MILES WEST
 BE2899'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 29.5 FEET
 BE2899'NORTHEAST OF HIGHWAY 20 CENTERLINE, AND IS SET IN THE TOP OF THE
 BE2899'SOUTHEAST END OF THE CULVERT HEADWALL, 0.8 FOOT FROM THE EDGE.
 BE2899'THE MARK IS 1 FT BELOW HIGHWAY.
 BE2899
 BE2899                          STATION RECOVERY (1996)
 BE2899
 BE2899'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0055 ***********************************************************************
 AG0055  DESIGNATION -  154 FLHD
 AG0055  PID         -  AG0055
 AG0055  STATE/COUNTY-  FL/PINELLAS
 AG0055  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0055
 AG0055                         *CURRENT SURVEY CONTROL
 AG0055  ___________________________________________________________________
 AG0055* NAD 83(1986)-  27 55 01.     (N)    082 43 05.     (W)     SCALED    
 AG0055* NAVD 88     -         4.110  (meters)      13.48   (feet)  ADJUSTED  
 AG0055  ___________________________________________________________________
 AG0055  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG0055  DYNAMIC HT  -           4.104 (meters)      13.46  (feet)  COMP
 AG0055  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AG0055
 AG0055  VERT ORDER  -  SECOND    CLASS II
 AG0055
 AG0055.The horizontal coordinates were scaled from a topographic map and have
 AG0055.an estimated accuracy of +/- 6 seconds.
 AG0055
 AG0055.The orthometric height was determined by differential leveling
 AG0055.and adjusted by the National Geodetic Survey in June 1991..
 AG0055
 AG0055.The geoid height was determined by GEOID03.
 AG0055
 AG0055.The dynamic height is computed by dividing the NAVD 88
 AG0055.geopotential number by the normal gravity value computed on the
 AG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0055.degrees latitude (g = 980.6199 gals.).
 AG0055
 AG0055.The modeled gravity was interpolated from observed gravity values.
 AG0055
 AG0055;                    North         East    Units  Estimated Accuracy
 AG0055;SPC FL W     -   397,210.      129,320.      MT  (+/- 180 meters Scaled)
 AG0055
 AG0055                          SUPERSEDED SURVEY CONTROL
 AG0055
 AG0055  NGVD 29 (??/??/92)    4.373  (m)           14.35   (f) ADJ UNCH    2 2
 AG0055
 AG0055.Superseded values are not recommended for survey control.
 AG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0055.See file dsdata.txt to determine how the superseded data were derived.
 AG0055
 AG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL309891(NAD 83)
 AG0055_MARKER: DD = SURVEY DISK
 AG0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0055_SP_SET: CULVERT
 AG0055_STAMPING: 154
 AG0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0055
 AG0055  HISTORY     - Date     Condition        Report By
 AG0055  HISTORY     - UNK      MONUMENTED       FLHD
 AG0055  HISTORY     - 1975     GOOD             FLDT
 AG0055  HISTORY     - 1983     GOOD             LOCSUR
 AG0055  HISTORY     - 1989     GOOD             USPSQD
 AG0055
 AG0055                          STATION DESCRIPTION
 AG0055
 AG0055'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0055'0.8 MI E FROM LARGO.
 AG0055'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0055'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 0.7 MILE.
 AG0055'STATION ON RIGHT, 52.0 FT. SOUTH OF THE CENTERLINE OF S.R. S-686,
 AG0055'296.0 FT. EAST OF THE CENTERLINE OF 61ST STREET N., 2.3 FT.
 AG0055'EAST OF THE WEST END OF PIPE CULVERT.  SET IN THE TOP OF A
 AG0055'CONCRETE HEADWALL.  SECTION 32, T 29S, R 16E
 AG0055
 AG0055                          STATION RECOVERY (1983)
 AG0055
 AG0055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0055'RECOVERED IN GOOD CONDITION.
 AG0055
 AG0055                          STATION RECOVERY (1989)
 AG0055
 AG0055'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1986 ***********************************************************************
 AG1986  DESIGNATION -  154 M CO
 AG1986  PID         -  AG1986
 AG1986  STATE/COUNTY-  FL/MANATEE
 AG1986  USGS QUAD   -  BRADENTON BEACH (1987)
 AG1986
 AG1986                         *CURRENT SURVEY CONTROL
 AG1986  ___________________________________________________________________
 AG1986* NAD 83(1986)-  27 28 39.     (N)    082 42 12.     (W)     SCALED    
 AG1986* NAVD 88     -         1.277  (meters)       4.19   (feet)  ADJUSTED  
 AG1986  ___________________________________________________________________
 AG1986  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG1986  DYNAMIC HT  -           1.275 (meters)       4.18  (feet)  COMP
 AG1986  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 AG1986
 AG1986  VERT ORDER  -  FIRST     CLASS I
 AG1986
 AG1986.The horizontal coordinates were scaled from a topographic map and have
 AG1986.an estimated accuracy of +/- 6 seconds.
 AG1986
 AG1986.The orthometric height was determined by differential leveling
 AG1986.and adjusted by the National Geodetic Survey in June 1991..
 AG1986.WARNING-Repeat measurements at this control monument indicate possible
 AG1986.vertical movement.
 AG1986
 AG1986.The geoid height was determined by GEOID03.
 AG1986
 AG1986.The dynamic height is computed by dividing the NAVD 88
 AG1986.geopotential number by the normal gravity value computed on the
 AG1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1986.degrees latitude (g = 980.6199 gals.).
 AG1986
 AG1986.The modeled gravity was interpolated from observed gravity values.
 AG1986
 AG1986;                    North         East    Units  Estimated Accuracy
 AG1986;SPC FL W     -   348,510.      130,490.      MT  (+/- 180 meters Scaled)
 AG1986
 AG1986                          SUPERSEDED SURVEY CONTROL
 AG1986
 AG1986  NGVD 29 (09/01/92)    1.578  (m)            5.18   (f) ADJUSTED    1 1
 AG1986
 AG1986.Superseded values are not recommended for survey control.
 AG1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1986.See file dsdata.txt to determine how the superseded data were derived.
 AG1986
 AG1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL317404(NAD 83)
 AG1986_MARKER: DD = SURVEY DISK
 AG1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1986_STAMPING: 154
 AG1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1986+STABILITY: SURFACE MOTION
 AG1986
 AG1986  HISTORY     - Date     Condition        Report By
 AG1986  HISTORY     - UNK      MONUMENTED       FL-081
 AG1986  HISTORY     - 1966     GOOD             NGS
 AG1986  HISTORY     - 1976     GOOD             NGS
 AG1986  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1986
 AG1986                          STATION DESCRIPTION
 AG1986
 AG1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1986'0.7 MI N FROM BRADENTON BEACH.
 AG1986'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 789 FROM THE JUNCTION
 AG1986'OF STATE HIGHWAY 864 AT BRADENTON BEACH, NEAR THE NORTH END OF
 AG1986'A S CURVE IN THE HIGHWAY, NEAR THE JUNCTION OF 22ND STREET N.,
 AG1986'NEAR THE HIGH WATER LINE OF THE BEACH, 48.0 FEET WEST OF THE
 AG1986'CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE EXTENDED CENTER
 AG1986'LINE OF THE STREET, 5.5 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AG1986'A COTTAGE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 AG1986'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST PROJECTING
 AG1986'1 FOOT.  NOTE-- CHIPPED ON N SIDE.
 AG1986
 AG1986                          STATION RECOVERY (1976)
 AG1986
 AG1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AG1986'RECOVERED IN GOOD CONDITION.
 AG1986
 AG1986                          STATION RECOVERY (1989)
 AG1986
 AG1986'RECOVERY NOTE BY US POWER SQUADRON 1989 (PAK)
 AG1986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2183 ***********************************************************************
 AC2183  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2183  DESIGNATION -  15.491
 AC2183  PID         -  AC2183
 AC2183  STATE/COUNTY-  FL/MIAMI-DADE
 AC2183  USGS QUAD   -  MIAMI (1994)
 AC2183
 AC2183                         *CURRENT SURVEY CONTROL
 AC2183  ___________________________________________________________________
 AC2183* NAD 83(1986)-  25 46 47.     (N)    080 11 08.     (W)     SCALED    
 AC2183* NAVD 88     -         4.161  (meters)      13.65   (feet)  ADJUSTED  
 AC2183  ___________________________________________________________________
 AC2183  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AC2183  DYNAMIC HT  -           4.155 (meters)      13.63  (feet)  COMP
 AC2183  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AC2183
 AC2183  VERT ORDER  -  SECOND    CLASS 0
 AC2183
 AC2183.The horizontal coordinates were scaled from a topographic map and have
 AC2183.an estimated accuracy of +/- 6 seconds.
 AC2183
 AC2183.The orthometric height was determined by differential leveling
 AC2183.and adjusted by the National Geodetic Survey in June 1991..
 AC2183
 AC2183.This Tidal Bench Mark is designated as VM 5772
 AC2183.by the Center for Operational Oceanographic Products and Services.
 AC2183
 AC2183.The geoid height was determined by GEOID03.
 AC2183
 AC2183.The dynamic height is computed by dividing the NAVD 88
 AC2183.geopotential number by the normal gravity value computed on the
 AC2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2183.degrees latitude (g = 980.6199 gals.).
 AC2183
 AC2183.The modeled gravity was interpolated from observed gravity values.
 AC2183
 AC2183;                    North         East    Units  Estimated Accuracy
 AC2183;SPC FL E     -   160,470.      281,690.      MT  (+/- 180 meters Scaled)
 AC2183
 AC2183                          SUPERSEDED SURVEY CONTROL
 AC2183
 AC2183  NGVD 29 (09/01/92)    4.636  (m)           15.21   (f) ADJUSTED    2 0
 AC2183
 AC2183.Superseded values are not recommended for survey control.
 AC2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2183.See file dsdata.txt to determine how the superseded data were derived.
 AC2183
 AC2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ816515(NAD 83)
 AC2183_MARKER: N = NAIL
 AC2183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2183_SP_SET: BRIDGE
 AC2183_STAMPING: MIAMI EL 15.491
 AC2183_MARK LOGO: FL2010
 AC2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2183
 AC2183  HISTORY     - Date     Condition        Report By
 AC2183  HISTORY     - UNK      MONUMENTED       FL2010
 AC2183  HISTORY     - 1970     GOOD             NGS
 AC2183  HISTORY     - 1973     GOOD             NGS
 AC2183  HISTORY     - 1982     GOOD             FLDNR
 AC2183  HISTORY     - 1988     GOOD             USPSQD
 AC2183
 AC2183                          STATION DESCRIPTION
 AC2183
 AC2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2183'AT MIAMI.
 AC2183'AT MIAMI, 0.2 MILE EAST ALONG PORT BLVD FROM THE JUNCTION OF
 AC2183'BISCAYNE BLVD, AT THE SOUTHWEST CORNER OF THE ALFRED CANEL
 AC2183'BRIDGE AND ON TOP OF THE WING WALL (BRIDGE OVER THE INTRACOASTAL
 AC2183'WATERWAY), 35.6 FEET NORTH OF BENCH MARK MH 16 RM 1 (USE)
 AC2183'DESCRIBED, 6.8 FEET SOUTH OF THE SOUTH CURB OF THE BRIDGE, 3.6
 AC2183'FEET NORTHEAST OF THE SOUTHWEST END OF THE WING WALL AND 1 FOOT
 AC2183'ABOVE THE LEVEL OF THE SIDEWALK.
 AC2183
 AC2183                          STATION RECOVERY (1973)
 AC2183
 AC2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2183'RECOVERED IN GOOD CONDITION.
 AC2183
 AC2183                          STATION RECOVERY (1982)
 AC2183
 AC2183'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2183'RECOVERED IN GOOD CONDITION.
 AC2183
 AC2183                          STATION RECOVERY (1988)
 AC2183
 AC2183'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0057 ***********************************************************************
 AG0057  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0057  DESIGNATION -  155 FLHD
 AG0057  PID         -  AG0057
 AG0057  STATE/COUNTY-  FL/PINELLAS
 AG0057  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0057
 AG0057                         *CURRENT SURVEY CONTROL
 AG0057  ___________________________________________________________________
 AG0057* NAD 83(1986)-  27 54 37.     (N)    082 42 11.     (W)     SCALED    
 AG0057* NAVD 88     -         2.434  (meters)       7.99   (feet)  ADJUSTED  
 AG0057  ___________________________________________________________________
 AG0057  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0057  DYNAMIC HT  -           2.430 (meters)       7.97  (feet)  COMP
 AG0057  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AG0057
 AG0057  VERT ORDER  -  SECOND    CLASS I
 AG0057
 AG0057.The horizontal coordinates were scaled from a topographic map and have
 AG0057.an estimated accuracy of +/- 6 seconds.
 AG0057
 AG0057.The orthometric height was determined by differential leveling
 AG0057.and adjusted by the National Geodetic Survey in June 1991..
 AG0057
 AG0057.This Tidal Bench Mark is designated as VM 6809
 AG0057.by the Center for Operational Oceanographic Products and Services.
 AG0057
 AG0057.The geoid height was determined by GEOID03.
 AG0057
 AG0057.The dynamic height is computed by dividing the NAVD 88
 AG0057.geopotential number by the normal gravity value computed on the
 AG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0057.degrees latitude (g = 980.6199 gals.).
 AG0057
 AG0057.The modeled gravity was interpolated from observed gravity values.
 AG0057
 AG0057;                    North         East    Units  Estimated Accuracy
 AG0057;SPC FL W     -   396,470.      130,790.      MT  (+/- 180 meters Scaled)
 AG0057
 AG0057                          SUPERSEDED SURVEY CONTROL
 AG0057
 AG0057  NGVD 29 (??/??/92)    2.696  (m)            8.85   (f) ADJ UNCH    2 1
 AG0057
 AG0057.Superseded values are not recommended for survey control.
 AG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0057.See file dsdata.txt to determine how the superseded data were derived.
 AG0057
 AG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL323884(NAD 83)
 AG0057_MARKER: DD = SURVEY DISK
 AG0057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0057_STAMPING: 155
 AG0057_MARK LOGO: FLDT  
 AG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0057+STABILITY: SURFACE MOTION
 AG0057
 AG0057  HISTORY     - Date     Condition        Report By
 AG0057  HISTORY     - UNK      MONUMENTED       FLHD
 AG0057  HISTORY     - 1975     GOOD             FLDT
 AG0057  HISTORY     - 1982     GOOD             FLDNR
 AG0057  HISTORY     - 1989     GOOD             USPSQD
 AG0057
 AG0057                          STATION DESCRIPTION
 AG0057
 AG0057'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0057'1.8 MI E FROM LARGO.
 AG0057'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0057'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 1.9 MILE.
 AG0057'STATION ON LEFT, ON THE NE CORNER OF THE BOX CULVERT.  SET
 AG0057'IN THE TOP OF THE NORTH SIDE OF THE BOX CULVERT.  SECTION 33,
 AG0057'T 29S, R 16E
 AG0057
 AG0057                          STATION RECOVERY (1982)
 AG0057
 AG0057'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0057'RECOVERED IN GOOD CONDITION.
 AG0057
 AG0057                          STATION RECOVERY (1989)
 AG0057
 AG0057'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0059 ***********************************************************************
 AG0059  DESIGNATION -  156 FLHD
 AG0059  PID         -  AG0059
 AG0059  STATE/COUNTY-  FL/PINELLAS
 AG0059  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0059
 AG0059                         *CURRENT SURVEY CONTROL
 AG0059  ___________________________________________________________________
 AG0059* NAD 83(1986)-  27 53 43.     (N)    082 41 35.     (W)     SCALED    
 AG0059* NAVD 88     -         3.242  (meters)      10.64   (feet)  ADJUSTED  
 AG0059  ___________________________________________________________________
 AG0059  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG0059  DYNAMIC HT  -           3.237 (meters)      10.62  (feet)  COMP
 AG0059  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AG0059
 AG0059  VERT ORDER  -  SECOND    CLASS II
 AG0059
 AG0059.The horizontal coordinates were scaled from a topographic map and have
 AG0059.an estimated accuracy of +/- 6 seconds.
 AG0059
 AG0059.The orthometric height was determined by differential leveling
 AG0059.and adjusted by the National Geodetic Survey in June 1991..
 AG0059
 AG0059.The geoid height was determined by GEOID03.
 AG0059
 AG0059.The dynamic height is computed by dividing the NAVD 88
 AG0059.geopotential number by the normal gravity value computed on the
 AG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0059.degrees latitude (g = 980.6199 gals.).
 AG0059
 AG0059.The modeled gravity was interpolated from observed gravity values.
 AG0059
 AG0059;                    North         East    Units  Estimated Accuracy
 AG0059;SPC FL W     -   394,800.      131,770.      MT  (+/- 180 meters Scaled)
 AG0059
 AG0059                          SUPERSEDED SURVEY CONTROL
 AG0059
 AG0059  NGVD 29 (??/??/92)    3.505  (m)           11.50   (f) ADJ UNCH    2 2
 AG0059
 AG0059.Superseded values are not recommended for survey control.
 AG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0059.See file dsdata.txt to determine how the superseded data were derived.
 AG0059
 AG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333867(NAD 83)
 AG0059_MARKER: DD = SURVEY DISK
 AG0059_SETTING: 0 = UNSPECIFIED SETTING
 AG0059_STAMPING: 156
 AG0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0059
 AG0059  HISTORY     - Date     Condition        Report By
 AG0059  HISTORY     - UNK      MONUMENTED       FLHD
 AG0059  HISTORY     - 1975     GOOD             FLDT
 AG0059  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG0059  HISTORY     - 1989     GOOD             USPSQD
 AG0059
 AG0059                          STATION DESCRIPTION
 AG0059
 AG0059'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0059'1.5 MI NW FROM ST PETERSBURG.
 AG0059'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0059'(EAST BAY DRIVE), RUN EASTERLY AND SOUTHERLY ALONG S.R. S-686
 AG0059'FOR 3.8 MILES.  STATION ON RIGHT, 26.4 FT. WEST OF THE
 AG0059'CENTERLINE OF EXIT LANE, 10.9 FT. SW OF LIGHT POLE, NUMBER 1-72237.
 AG0059'SET IN TOP OF CONCRETE HEADWALL.  SECTION 3, T 30S, R 16E
 AG0059
 AG0059                          STATION RECOVERY (1985)
 AG0059
 AG0059'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG0059'MARK NOT FOUND.
 AG0059
 AG0059                          STATION RECOVERY (1989)
 AG0059
 AG0059'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5192 ***********************************************************************
 AB5192  DESIGNATION -  1569 15
 AB5192  PID         -  AB5192
 AB5192  STATE/COUNTY-  FL/LAKE
 AB5192  USGS QUAD   -  EMERALDA ISLAND (1988)
 AB5192
 AB5192                         *CURRENT SURVEY CONTROL
 AB5192  ___________________________________________________________________
 AB5192* NAD 83(1986)-  28 56 09.     (N)    081 46 55.     (W)     SCALED    
 AB5192* NAVD 88     -        20.621  (meters)      67.65   (feet)  ADJUSTED  
 AB5192  ___________________________________________________________________
 AB5192  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AB5192  DYNAMIC HT  -          20.592 (meters)      67.56  (feet)  COMP
 AB5192  MODELED GRAV-     979,233.2   (mgal)                       NAVD 88
 AB5192
 AB5192  VERT ORDER  -  SECOND    CLASS I
 AB5192
 AB5192.The horizontal coordinates were scaled from a topographic map and have
 AB5192.an estimated accuracy of +/- 6 seconds.
 AB5192
 AB5192.The orthometric height was determined by differential leveling
 AB5192.and adjusted by the National Geodetic Survey in September 1996..
 AB5192
 AB5192.The geoid height was determined by GEOID03.
 AB5192
 AB5192.The dynamic height is computed by dividing the NAVD 88
 AB5192.geopotential number by the normal gravity value computed on the
 AB5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5192.degrees latitude (g = 980.6199 gals.).
 AB5192
 AB5192.The modeled gravity was interpolated from observed gravity values.
 AB5192
 AB5192;                    North         East    Units  Estimated Accuracy
 AB5192;SPC FL E     -   510,170.      123,760.      MT  (+/- 180 meters Scaled)
 AB5192
 AB5192                          SUPERSEDED SURVEY CONTROL
 AB5192
 AB5192.No superseded survey control is available for this station.
 AB5192
 AB5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN237011(NAD 83)
 AB5192_MARKER: DD = SURVEY DISK
 AB5192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5192_SP_SET: CULVERT HEADWALL
 AB5192_STAMPING: BM 1569-15
 AB5192_MARK LOGO: LOCENG
 AB5192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5192+STABILITY: SURFACE MOTION
 AB5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5192+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1994
 AB5192
 AB5192  HISTORY     - Date     Condition        Report By
 AB5192  HISTORY     - UNK      MONUMENTED       RBNF
 AB5192  HISTORY     - 19940315 GOOD             FLDEP
 AB5192
 AB5192                          STATION DESCRIPTION
 AB5192
 AB5192'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB5192'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF WEIRSDALE, 7.0 MI (11.3 KM)
 AB5192'NORTHWEST OF UMATILLA, 10.6 MI (17.1 KM) NORTHEAST OF LEESBURG IN
 AB5192'SECTION 11, TOWNSHIP 18 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5192'THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450
 AB5192'WEST IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 7.45 MI (11.99
 AB5192'KM) TO THE T-JUNCTION OF COUNTY ROAD 42, TURN LEFT ON COUNTY ROAD 42
 AB5192'AND GO WESTERLY FOR 1.4 MI (2.3 KM) TO THE T-JUNCTION OF COUNTY ROAD
 AB5192'452, TURN LEFT ON COUNTY ROAD 452 AND GO SOUTH FOR 3.35 MI (5.39 KM)
 AB5192'TO THE T-JUNCTION OF SOUTH EM-EN-EL GROVE ROAD AND THE MARK ON THE
 AB5192'LEFT, SET IN THE TOP OF A CONCRETE HEADWALL FLUSH WITH THE LEVEL OF
 AB5192'THE GROUND AND ABOUT 0.5 FT (15.2 CM) BELOW THE LEVEL OF COUNTY ROAD
 AB5192'452.  LOCATED 36.5 FT (11.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AB5192'SOUTH EM-EN-EL GROVE ROAD, 34.0 FT (10.4 M) EAST OF THE APPROXIMATE
 AB5192'CENTERLINE OF COUNTY ROAD 452, 17.0 FT (5.2 M) WEST OF AN ELECTRICAL
 AB5192'METER, 3.6 FT (1.1 M) WEST OF THE EAST END OF THE CONCRETE HEADWALL
 AB5192'AND 3.3 FT (1.0 M) EAST OF THE WEST END OF THE CONCRETE HEADWALL.
 AB5192'NOTE AGENCY INSCRIPTION IS ST JOHNS WATER MANAGEMENT DISTRICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0060 ***********************************************************************
 AG0060  DESIGNATION -  157 FLHD
 AG0060  PID         -  AG0060
 AG0060  STATE/COUNTY-  FL/PINELLAS
 AG0060  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0060
 AG0060                         *CURRENT SURVEY CONTROL
 AG0060  ___________________________________________________________________
 AG0060* NAD 83(1986)-  27 53 37.     (N)    082 41 35.     (W)     SCALED    
 AG0060* NAVD 88     -        11.435  (meters)      37.52   (feet)  ADJUSTED  
 AG0060  ___________________________________________________________________
 AG0060  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG0060  DYNAMIC HT  -          11.419 (meters)      37.46  (feet)  COMP
 AG0060  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AG0060
 AG0060  VERT ORDER  -  SECOND    CLASS II
 AG0060
 AG0060.The horizontal coordinates were scaled from a topographic map and have
 AG0060.an estimated accuracy of +/- 6 seconds.
 AG0060
 AG0060.The orthometric height was determined by differential leveling
 AG0060.and adjusted by the National Geodetic Survey in June 1991..
 AG0060
 AG0060.The geoid height was determined by GEOID03.
 AG0060
 AG0060.The dynamic height is computed by dividing the NAVD 88
 AG0060.geopotential number by the normal gravity value computed on the
 AG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0060.degrees latitude (g = 980.6199 gals.).
 AG0060
 AG0060.The modeled gravity was interpolated from observed gravity values.
 AG0060
 AG0060;                    North         East    Units  Estimated Accuracy
 AG0060;SPC FL W     -   394,610.      131,770.      MT  (+/- 180 meters Scaled)
 AG0060
 AG0060                          SUPERSEDED SURVEY CONTROL
 AG0060
 AG0060  NGVD 29 (??/??/92)   11.698  (m)           38.38   (f) ADJ UNCH    2 2
 AG0060
 AG0060.Superseded values are not recommended for survey control.
 AG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0060.See file dsdata.txt to determine how the superseded data were derived.
 AG0060
 AG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333865(NAD 83)
 AG0060_MARKER: DD = SURVEY DISK
 AG0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0060_SP_SET: CONCRETE BASE
 AG0060_STAMPING: 157
 AG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0060
 AG0060  HISTORY     - Date     Condition        Report By
 AG0060  HISTORY     - UNK      MONUMENTED       FLHD
 AG0060  HISTORY     - 1975     GOOD             FLDT
 AG0060  HISTORY     - 1985     GOOD             USPSQD
 AG0060  HISTORY     - 1989     GOOD             USPSQD
 AG0060  HISTORY     - 19910418 GOOD             USPSQD
 AG0060
 AG0060                          STATION DESCRIPTION
 AG0060
 AG0060'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0060'1.5 MI NW FROM ST PETERSBURG.
 AG0060'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0060'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 3.3 MILES
 AG0060'TO THE TOP OF THE OVERPASS AT THE INTERSECTION OF S.R. S-686
 AG0060'AND S.R. 688 (ULMERTON ROAD).  STATION ON RIGHT, IN THE NORTHWEST
 AG0060'CORNER OF OVERPASS.  SET IN TOP OF CONCRETE BASE OF GUARDRAIL.
 AG0060'SECTION 3, T 30S, R 16E
 AG0060
 AG0060                          STATION RECOVERY (1985)
 AG0060
 AG0060'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG0060'RECOVERED IN GOOD CONDITION.
 AG0060
 AG0060                          STATION RECOVERY (1989)
 AG0060
 AG0060'RECOVERY NOTE BY US POWER SQUADRON 1989 (BED)
 AG0060'RECOVERED IN GOOD CONDITION.
 AG0060
 AG0060                          STATION RECOVERY (1991)
 AG0060
 AG0060'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7164 ***********************************************************************
 AG7164  DESIGNATION -  157 S CO
 AG7164  PID         -  AG7164
 AG7164  STATE/COUNTY-  FL/SARASOTA
 AG7164  USGS QUAD   -  LAUREL (1987)
 AG7164
 AG7164                         *CURRENT SURVEY CONTROL
 AG7164  ___________________________________________________________________
 AG7164* NAD 83(1986)-  27 10 46.     (N)    082 28 57.     (W)     SCALED    
 AG7164* NAVD 88     -         5.011  (meters)      16.44   (feet)  ADJUSTED  
 AG7164  ___________________________________________________________________
 AG7164  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AG7164  DYNAMIC HT  -           5.003 (meters)      16.41  (feet)  COMP
 AG7164  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7164
 AG7164  VERT ORDER  -  SECOND    CLASS I
 AG7164
 AG7164.The horizontal coordinates were scaled from a topographic map and have
 AG7164.an estimated accuracy of +/- 6 seconds.
 AG7164
 AG7164.The orthometric height was determined by differential leveling
 AG7164.and adjusted by the National Geodetic Survey in June 1991..
 AG7164
 AG7164.The geoid height was determined by GEOID03.
 AG7164
 AG7164.The dynamic height is computed by dividing the NAVD 88
 AG7164.geopotential number by the normal gravity value computed on the
 AG7164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7164.degrees latitude (g = 980.6199 gals.).
 AG7164
 AG7164.The modeled gravity was interpolated from observed gravity values.
 AG7164
 AG7164;                    North         East    Units  Estimated Accuracy
 AG7164;SPC FL W     -   315,380.      152,190.      MT  (+/- 180 meters Scaled)
 AG7164
 AG7164                          SUPERSEDED SURVEY CONTROL
 AG7164
 AG7164.No superseded survey control is available for this station.
 AG7164
 AG7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL531071(NAD 83)
 AG7164_MARKER: DB = BENCH MARK DISK
 AG7164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7164_SP_SET: CONCRETE POST
 AG7164_STAMPING: 157
 AG7164_PROJECTION: PROJECTING 15 CENTIMETERS
 AG7164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7164+STABILITY: SURFACE MOTION
 AG7164
 AG7164  HISTORY     - Date     Condition        Report By
 AG7164  HISTORY     - 1960     MONUMENTED       LOCENG
 AG7164  HISTORY     - 1977     GOOD             FLDNR
 AG7164  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG7164
 AG7164                          STATION DESCRIPTION
 AG7164
 AG7164'DESCRIBED BY FL DEPT OF NAT RES 1977
 AG7164'1.6 MI SOUTH FROM OSPREY.
 AG7164'THE MARK IS LOCATED AT THE INTERSEECTION OF US HIGHWAY 41 AND
 AG7164'STATE ROAD 789(BLACKBURN POINT ROAD). IT IS 30 FEET NORTH OF THE
 AG7164'CENTERLINE OF BLACKBURN POINT ROAD WHICH IS 240 FEET WEST OF WHERE
 AG7164'BLACKBURN POINT ROAD INTERSECTS US HIGHWAY 41.
 AG7164'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AG7164
 AG7164                          STATION RECOVERY (2002)
 AG7164
 AG7164'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4031 ***********************************************************************
 DF4031  DESIGNATION -  1579 15
 DF4031  PID         -  DF4031
 DF4031  STATE/COUNTY-  FL/PUTNAM
 DF4031  USGS QUAD   -  KEUKA (1993)
 DF4031
 DF4031                         *CURRENT SURVEY CONTROL
 DF4031  ___________________________________________________________________
 DF4031* NAD 83(1986)-  29 32 29.     (N)    081 57 11.     (W)     SCALED    
 DF4031* NAVD 88     -        17.908  (meters)      58.75   (feet)  ADJUSTED  
 DF4031  ___________________________________________________________________
 DF4031  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4031  DYNAMIC HT  -          17.884 (meters)      58.67  (feet)  COMP
 DF4031  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 DF4031
 DF4031  VERT ORDER  -  SECOND    CLASS I
 DF4031
 DF4031.The horizontal coordinates were scaled from a topographic map and have
 DF4031.an estimated accuracy of +/- 6 seconds.
 DF4031
 DF4031.The orthometric height was determined by differential leveling
 DF4031.and adjusted by the National Geodetic Survey in May 2004..
 DF4031.No vertical observational check was made to the station.
 DF4031
 DF4031.The geoid height was determined by GEOID03.
 DF4031
 DF4031.The dynamic height is computed by dividing the NAVD 88
 DF4031.geopotential number by the normal gravity value computed on the
 DF4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4031.degrees latitude (g = 980.6199 gals.).
 DF4031
 DF4031.The modeled gravity was interpolated from observed gravity values.
 DF4031
 DF4031;                    North         East    Units  Estimated Accuracy
 DF4031;SPC FL E     -   577,410.      107,630.      MT  (+/- 180 meters Scaled)
 DF4031
 DF4031                          SUPERSEDED SURVEY CONTROL
 DF4031
 DF4031.No superseded survey control is available for this station.
 DF4031
 DF4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN076683(NAD 83)
 DF4031_MARKER: DD = SURVEY DISK
 DF4031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF4031_SP_SET: BOX CULVERT
 DF4031_STAMPING: BM 1579-15
 DF4031_MARK LOGO: SJRWMD
 DF4031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4031+STABILITY: SURFACE MOTION
 DF4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4031+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4031
 DF4031  HISTORY     - Date     Condition        Report By
 DF4031  HISTORY     - 1993     MONUMENTED       SJRWMD
 DF4031  HISTORY     - 20010523 GOOD             FLDEP
 DF4031
 DF4031                          STATION DESCRIPTION
 DF4031
 DF4031'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4031'THE MARK IS ABOUT 3.7 MI SOUTH OF JOHNSON, 2.9 MI NORTHWEST OF ORANGE
 DF4031'SPRINGS, IN SECTION 13, TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4031' 
 DF4031'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4031'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD
 DF4031'315 FOR 0.05 MI TO THE Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE
 DF4031'ROAD 21 AND GO NORTHWEST FOR 2.9 MI TO A CULVERT FOR LITTLE ORANGE
 DF4031'CREEK AND THE MARK ON THE RIGHT, SET FLUSH IN TOP OF A CONCRETE BOX
 DF4031'CULVERT LEVEL WITH THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF
 DF4031'STATE ROAD 21.
 DF4031' 
 DF4031'LOCATED 29.9 FT EAST-NORTHEAST OF THE CENTERLINE OF STATE ROAD 21,
 DF4031'10.2 FT SOUTH-SOUTHEAST OF A METAL WITNESS POST, 9.7 FT
 DF4031'SOUTH-SOUTHEAST OF THE NORTH END OF THE BOX CULVERT AND 9.6 FT
 DF4031'NORTH-NORTHWEST OF THE SOUTH END OF THE BOX CULVERT.
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031' 
 DF4031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0061 ***********************************************************************
 AG0061  DESIGNATION -  158 FLHD
 AG0061  PID         -  AG0061
 AG0061  STATE/COUNTY-  FL/PINELLAS
 AG0061  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0061
 AG0061                         *CURRENT SURVEY CONTROL
 AG0061  ___________________________________________________________________
 AG0061* NAD 83(1986)-  27 53 39.     (N)    082 41 32.     (W)     SCALED    
 AG0061* NAVD 88     -        10.388  (meters)      34.08   (feet)  ADJUSTED  
 AG0061  ___________________________________________________________________
 AG0061  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG0061  DYNAMIC HT  -          10.373 (meters)      34.03  (feet)  COMP
 AG0061  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AG0061
 AG0061  VERT ORDER  -  FIRST     CLASS II
 AG0061
 AG0061.The horizontal coordinates were scaled from a topographic map and have
 AG0061.an estimated accuracy of +/- 6 seconds.
 AG0061
 AG0061.The orthometric height was determined by differential leveling
 AG0061.and adjusted by the National Geodetic Survey in June 1991..
 AG0061
 AG0061.The geoid height was determined by GEOID03.
 AG0061
 AG0061.The dynamic height is computed by dividing the NAVD 88
 AG0061.geopotential number by the normal gravity value computed on the
 AG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0061.degrees latitude (g = 980.6199 gals.).
 AG0061
 AG0061.The modeled gravity was interpolated from observed gravity values.
 AG0061
 AG0061;                    North         East    Units  Estimated Accuracy
 AG0061;SPC FL W     -   394,670.      131,850.      MT  (+/- 180 meters Scaled)
 AG0061
 AG0061                          SUPERSEDED SURVEY CONTROL
 AG0061
 AG0061  NGVD 29 (??/??/92)   10.651  (m)           34.94   (f) ADJ UNCH    1 2
 AG0061
 AG0061.Superseded values are not recommended for survey control.
 AG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0061.See file dsdata.txt to determine how the superseded data were derived.
 AG0061
 AG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL334866(NAD 83)
 AG0061_MARKER: DD = SURVEY DISK
 AG0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0061_SP_SET: CONCRETE BASE
 AG0061_STAMPING: 158
 AG0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0061
 AG0061  HISTORY     - Date     Condition        Report By
 AG0061  HISTORY     - UNK      MONUMENTED       FLHD
 AG0061  HISTORY     - 1975     GOOD             FLDT
 AG0061  HISTORY     - 1978     GOOD             NGS
 AG0061  HISTORY     - 1989     GOOD             USPSQD
 AG0061  HISTORY     - 19910418 GOOD             USPSQD
 AG0061
 AG0061                          STATION DESCRIPTION
 AG0061
 AG0061'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0061'1.5 MI NW FROM ST PETERSBURG.
 AG0061'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0061'S-686 (EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR
 AG0061'3.35 MILES TO THE TOP OF THE OVERPASS AT THE INTERSECTION
 AG0061'OF S.R. S-686 AND S.R. 688 (ULMERTON ROAD).  STATION ON LEFT,
 AG0061'IN THE SOUTHEAST CORNER OF OVERPASS.  SET IN TOP OF CONCRETE
 AG0061'BASE OF GUARDRAIL.  SECTION 3, T 30S, R 16E
 AG0061
 AG0061                          STATION RECOVERY (1978)
 AG0061
 AG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG0061'5.85 MILES EAST ALONG STATE ROUTE 688 FROM THE INTERSECTION OF
 AG0061'SEMINOLE BOULEVARD IN WALSINGHAM TO THE MARK ON THE LEFT, SET IN
 AG0061'THE WALKWAY OF THE  ENTRANCE RAMP OVERPASS BRIDGE OVER ROUTE 688,
 AG0061'14.9 FEET NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE, 18 FEET EAST
 AG0061'OF THE CENTER OF THE BRIDGE.
 AG0061'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG0061
 AG0061                          STATION RECOVERY (1989)
 AG0061
 AG0061'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0061'RECOVERED IN GOOD CONDITION.
 AG0061
 AG0061                          STATION RECOVERY (1991)
 AG0061
 AG0061'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4032 ***********************************************************************
 DF4032  DESIGNATION -  1580 15
 DF4032  PID         -  DF4032
 DF4032  STATE/COUNTY-  FL/PUTNAM
 DF4032  USGS QUAD   -  KEUKA (1993)
 DF4032
 DF4032                         *CURRENT SURVEY CONTROL
 DF4032  ___________________________________________________________________
 DF4032* NAD 83(1986)-  29 32 58.     (N)    081 57 15.     (W)     SCALED    
 DF4032* NAVD 88     -        21.608  (meters)      70.89   (feet)  ADJUSTED  
 DF4032  ___________________________________________________________________
 DF4032  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF4032  DYNAMIC HT  -          21.578 (meters)      70.79  (feet)  COMP
 DF4032  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 DF4032
 DF4032  VERT ORDER  -  SECOND    CLASS I
 DF4032
 DF4032.The horizontal coordinates were scaled from a topographic map and have
 DF4032.an estimated accuracy of +/- 6 seconds.
 DF4032
 DF4032.The orthometric height was determined by differential leveling
 DF4032.and adjusted by the National Geodetic Survey in May 2004..
 DF4032.No vertical observational check was made to the station.
 DF4032
 DF4032.The geoid height was determined by GEOID03.
 DF4032
 DF4032.The dynamic height is computed by dividing the NAVD 88
 DF4032.geopotential number by the normal gravity value computed on the
 DF4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4032.degrees latitude (g = 980.6199 gals.).
 DF4032
 DF4032.The modeled gravity was interpolated from observed gravity values.
 DF4032
 DF4032;                    North         East    Units  Estimated Accuracy
 DF4032;SPC FL E     -   578,310.      107,530.      MT  (+/- 180 meters Scaled)
 DF4032
 DF4032                          SUPERSEDED SURVEY CONTROL
 DF4032
 DF4032.No superseded survey control is available for this station.
 DF4032
 DF4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN075692(NAD 83)
 DF4032_MARKER: DD = SURVEY DISK
 DF4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4032_STAMPING: BM 1580-15
 DF4032_MARK LOGO: SJRWMD
 DF4032_PROJECTION: FLUSH
 DF4032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4032+STABILITY: SURFACE MOTION
 DF4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4032+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4032
 DF4032  HISTORY     - Date     Condition        Report By
 DF4032  HISTORY     - 1993     MONUMENTED       SJRWMD
 DF4032  HISTORY     - 20010523 GOOD             FLDEP
 DF4032
 DF4032                          STATION DESCRIPTION
 DF4032
 DF4032'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4032'THE MARK IS ABOUT 3.5 MI NORTHEAST OF ORANGE SPRINGS, 3.1 SOUTH OF
 DF4032'JOHNSON, IN SECTION 12,
 DF4032'TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4032' 
 DF4032'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4032'21 AND COUNTY
 DF4032'ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR 0.05
 DF4032'MI TO THE
 DF4032'Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE ROAD 21 AND GO
 DF4032'NORTHWEST FOR 3.45 MI TO
 DF4032'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DF4032'FLUSH WITH THE
 DF4032'GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF STATE ROAD 21.
 DF4032' 
 DF4032'LOCATED 135.3 FT NORTH OF POWER POLE NUMBER 615246F250 WITH 1 GUY WIRE
 DF4032'ATTACHED, 101.7
 DF4032'FT SOUTHEAST OF AND ACROSS STATE ROAD 21 FROM A NAIL IN THE WEST EDGE
 DF4032'OF THE PAVEMENT,
 DF4032'48.6 FT NORTH-NORTHEAST OF A CURVE SIGN, 30.2 FT EAST OF THE
 DF4032'CENTERLINE OF STATE ROAD 21,
 DF4032'9.7 FT SOUTH OF THE NORTH END OF THE CULVERT, 9.3 FT NORTH OF THE
 DF4032'SOUTH END OF THE
 DF4032'CULVERT AND 2.9 FT NORTH OF A METAL WITNESS POST.
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032' 
 DF4032'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5744 ***********************************************************************
 DG5744  DESIGNATION -  1587 15
 DG5744  PID         -  DG5744
 DG5744  STATE/COUNTY-  FL/PUTNAM
 DG5744  USGS QUAD   -  KEUKA (1993)
 DG5744
 DG5744                         *CURRENT SURVEY CONTROL
 DG5744  ___________________________________________________________________
 DG5744* NAD 83(1986)-  29 31 15.     (N)    081 59 11.     (W)     SCALED    
 DG5744* NAVD 88     -        27.772  (meters)      91.12   (feet)  ADJUSTED  
 DG5744  ___________________________________________________________________
 DG5744  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DG5744  DYNAMIC HT  -          27.734 (meters)      90.99  (feet)  COMP
 DG5744  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 DG5744
 DG5744  VERT ORDER  -  SECOND    CLASS I
 DG5744
 DG5744.The horizontal coordinates were scaled from a topographic map and have
 DG5744.an estimated accuracy of +/- 6 seconds.
 DG5744
 DG5744.The orthometric height was determined by differential leveling
 DG5744.and adjusted by the National Geodetic Survey in August 2004..
 DG5744
 DG5744.The geoid height was determined by GEOID03.
 DG5744
 DG5744.The dynamic height is computed by dividing the NAVD 88
 DG5744.geopotential number by the normal gravity value computed on the
 DG5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5744.degrees latitude (g = 980.6199 gals.).
 DG5744
 DG5744.The modeled gravity was interpolated from observed gravity values.
 DG5744
 DG5744;                    North         East    Units  Estimated Accuracy
 DG5744;SPC FL E     -   575,160.      104,380.      MT  (+/- 180 meters Scaled)
 DG5744
 DG5744                          SUPERSEDED SURVEY CONTROL
 DG5744
 DG5744.No superseded survey control is available for this station.
 DG5744
 DG5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN044660(NAD 83)
 DG5744_MARKER: DD = SURVEY DISK
 DG5744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5744_STAMPING: BM 1587-15
 DG5744_MARK LOGO: SJRWMD
 DG5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5744+STABILITY: SURFACE MOTION
 DG5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5744+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5744
 DG5744  HISTORY     - Date     Condition        Report By
 DG5744  HISTORY     - UNK      MONUMENTED       SJRWMD
 DG5744  HISTORY     - 20000512 GOOD             FLDEP
 DG5744
 DG5744                          STATION DESCRIPTION
 DG5744
 DG5744'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5744'THE MARK IS ABOUT 23.8 MI (38.3 KM) SOUTHEAST OF GAINESVILE, 8.2 MI
 DG5744'(13.2 KM) EAST OF HAWTHORNE ON LAKE SUSAN ROAD IN SECTION 22, TOWNSHIP
 DG5744'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DG5744'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DG5744'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DG5744'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DG5744'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DG5744'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DG5744'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DG5744'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DG5744'SUSAN ROAD FOR 3.8 MI (6.1 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DG5744'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE
 DG5744'LEVEL OF THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF LAKE SUSAN
 DG5744'ROAD. LOCATED 68.4 FT (20.8 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DG5744'DIRT ROAD LEADING SOUTHWEST, 55.8 FT (17.0 M) NORTHWEST OF A METAL
 DG5744'GATE, 50.6 FT (15.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DG5744'SUSAN ROAD, 26.3 FT (8.0 M) NORTH OF A BARBWIRE FENCE AND 1.9 FT (0.6
 DG5744'M) NORTH OF A SJRWMD METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5743 ***********************************************************************
 DG5743  DESIGNATION -  1588 15
 DG5743  PID         -  DG5743
 DG5743  STATE/COUNTY-  FL/PUTNAM
 DG5743  USGS QUAD   -  KEUKA (1993)
 DG5743
 DG5743                         *CURRENT SURVEY CONTROL
 DG5743  ___________________________________________________________________
 DG5743* NAD 83(1986)-  29 31 30.     (N)    081 59 56.     (W)     SCALED    
 DG5743* NAVD 88     -        27.589  (meters)      90.51   (feet)  ADJUSTED  
 DG5743  ___________________________________________________________________
 DG5743  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DG5743  DYNAMIC HT  -          27.551 (meters)      90.39  (feet)  COMP
 DG5743  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 DG5743
 DG5743  VERT ORDER  -  SECOND    CLASS I
 DG5743
 DG5743.The horizontal coordinates were scaled from a topographic map and have
 DG5743.an estimated accuracy of +/- 6 seconds.
 DG5743
 DG5743.The orthometric height was determined by differential leveling
 DG5743.and adjusted by the National Geodetic Survey in August 2004..
 DG5743
 DG5743.The geoid height was determined by GEOID03.
 DG5743
 DG5743.The dynamic height is computed by dividing the NAVD 88
 DG5743.geopotential number by the normal gravity value computed on the
 DG5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5743.degrees latitude (g = 980.6199 gals.).
 DG5743
 DG5743.The modeled gravity was interpolated from observed gravity values.
 DG5743
 DG5743;                    North         East    Units  Estimated Accuracy
 DG5743;SPC FL E     -   575,630.      103,170.      MT  (+/- 180 meters Scaled)
 DG5743
 DG5743                          SUPERSEDED SURVEY CONTROL
 DG5743
 DG5743.No superseded survey control is available for this station.
 DG5743
 DG5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN032665(NAD 83)
 DG5743_MARKER: DD = SURVEY DISK
 DG5743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5743_STAMPING: BM 1588-15
 DG5743_MARK LOGO: SJRWMD
 DG5743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5743+STABILITY: SURFACE MOTION
 DG5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5743+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5743
 DG5743  HISTORY     - Date     Condition        Report By
 DG5743  HISTORY     - UNK      MONUMENTED       SJRWMD
 DG5743  HISTORY     - 20000512 GOOD             FLDEP
 DG5743
 DG5743                          STATION DESCRIPTION
 DG5743
 DG5743'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5743'THE MARK IS ABOUT 23.0 MI (37.0 KM) SOUTHEAST OF GAINESVILLE, 7.4 MI
 DG5743'(11.9 KM) EAST OF HAWTHORNE ON LAKE SUSAN ROAD IN SECTION 21, TOWNSHIP
 DG5743'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DG5743'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DG5743'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DG5743'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DG5743'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DG5743'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DG5743'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DG5743'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DG5743'SUSAN ROAD FOR 3.0 MI (4.8 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DG5743'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE
 DG5743'LEVEL OF THR GROUND AND BELOW THE LEVEL OF LAKE SUSAN ROAD. LOCATED
 DG5743'37.7 FT (11.5 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE SUSAN
 DG5743'ROAD, 35.1 FT (10.7 M) NORTHWEST OF THE EXTENDED CENTERLINE OF LAKE
 DG5743'SUSAN SHORE LANE, 3.2 FT (1.0 M) NORTHEAST OF A BARBWIRE FENCE AND 1.4
 DG5743'FT (0.4 M) NORTHEAST OF A SJRWMD METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5741 ***********************************************************************
 DG5741  DESIGNATION -  1589 15
 DG5741  PID         -  DG5741
 DG5741  STATE/COUNTY-  FL/PUTNAM
 DG5741  USGS QUAD   -  HAWTHORNE (1984)
 DG5741
 DG5741                         *CURRENT SURVEY CONTROL
 DG5741  ___________________________________________________________________
 DG5741* NAD 83(1986)-  29 32 24.     (N)    082 01 26.     (W)     SCALED    
 DG5741* NAVD 88     -        30.856  (meters)     101.23   (feet)  ADJUSTED  
 DG5741  ___________________________________________________________________
 DG5741  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DG5741  DYNAMIC HT  -          30.814 (meters)     101.10  (feet)  COMP
 DG5741  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 DG5741
 DG5741  VERT ORDER  -  SECOND    CLASS I
 DG5741
 DG5741.The horizontal coordinates were scaled from a topographic map and have
 DG5741.an estimated accuracy of +/- 6 seconds.
 DG5741
 DG5741.The orthometric height was determined by differential leveling
 DG5741.and adjusted by the National Geodetic Survey in August 2004..
 DG5741
 DG5741.The geoid height was determined by GEOID03.
 DG5741
 DG5741.The dynamic height is computed by dividing the NAVD 88
 DG5741.geopotential number by the normal gravity value computed on the
 DG5741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5741.degrees latitude (g = 980.6199 gals.).
 DG5741
 DG5741.The modeled gravity was interpolated from observed gravity values.
 DG5741
 DG5741;                    North         East    Units  Estimated Accuracy
 DG5741;SPC FL E     -   577,320.      100,760.      MT  (+/- 180 meters Scaled)
 DG5741
 DG5741                          SUPERSEDED SURVEY CONTROL
 DG5741
 DG5741.No superseded survey control is available for this station.
 DG5741
 DG5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN007682(NAD 83)
 DG5741_MARKER: DD = SURVEY DISK
 DG5741_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5741_SP_SET: PAD
 DG5741_STAMPING: BM 1589-15
 DG5741_MARK LOGO: SJRWMD
 DG5741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5741+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5741
 DG5741  HISTORY     - Date     Condition        Report By
 DG5741  HISTORY     - UNK      MONUMENTED       SJRWMD
 DG5741  HISTORY     - 20000512 GOOD             FLDEP
 DG5741
 DG5741                          STATION DESCRIPTION
 DG5741
 DG5741'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5741'THE MARK IS ABOUT 21.0 MI (33.8 KM) SOUTHEAST OF GAINESVILLE, 5.4 MI
 DG5741'(8.7 KM) EAST OF HAWTHORNE, ON LAKE SUSAN ROAD IN SECTION 17, TOWNSHIP
 DG5741'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DG5741'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DG5741'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DG5741'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DG5741'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DG5741'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DG5741'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DG5741'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DG5741'SUSAN ROAD FOR 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT, SET IN THE
 DG5741'NORTH SIDE OF THE BASE OF A 3.9 X 4.6 CONCRETE PAD FOR CABLE BOX
 DG5741'NUMBER 664 FLUSH WITH THE PAD AND LEVEL WITH LAKE SUSAN ROAD. LOCATED
 DG5741'59.8 FT (18.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE SUSAN
 DG5741'ROAD, 17.1 FT (5.2 M) EAST OF THE EAST FACE OF THE CABLE BOX NUMBER RT
 DG5741'3170A, 4.9 FT (1.5 M) SOUTH OF A SJRWMD METAL WITNESS POST AND 2.3 FT
 DG5741'(0.7 M) NORTH OF THE NORTH FACE OF CABLE BOX NUMBER 664.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7042 ***********************************************************************
 AG7042  DESIGNATION -  159 C OF SP
 AG7042  PID         -  AG7042
 AG7042  STATE/COUNTY-  FL/PINELLAS
 AG7042  USGS QUAD   -  ST PETERSBURG (1987)
 AG7042
 AG7042                         *CURRENT SURVEY CONTROL
 AG7042  ___________________________________________________________________
 AG7042* NAD 83(1986)-  27 46 39.     (N)    082 41 14.     (W)     SCALED    
 AG7042* NAVD 88     -        12.957  (meters)      42.51   (feet)  ADJUSTED  
 AG7042  ___________________________________________________________________
 AG7042  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG7042  DYNAMIC HT  -          12.938 (meters)      42.45  (feet)  COMP
 AG7042  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AG7042
 AG7042  VERT ORDER  -  SECOND    CLASS II
 AG7042
 AG7042.The horizontal coordinates were scaled from a topographic map and have
 AG7042.an estimated accuracy of +/- 6 seconds.
 AG7042
 AG7042.The orthometric height was determined by differential leveling
 AG7042.and adjusted by the National Geodetic Survey in June 1991..
 AG7042
 AG7042.The geoid height was determined by GEOID03.
 AG7042
 AG7042.The dynamic height is computed by dividing the NAVD 88
 AG7042.geopotential number by the normal gravity value computed on the
 AG7042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7042.degrees latitude (g = 980.6199 gals.).
 AG7042
 AG7042.The modeled gravity was interpolated from observed gravity values.
 AG7042
 AG7042;                    North         East    Units  Estimated Accuracy
 AG7042;SPC FL W     -   381,740.      132,270.      MT  (+/- 180 meters Scaled)
 AG7042
 AG7042                          SUPERSEDED SURVEY CONTROL
 AG7042
 AG7042  NGVD 29 (??/??/92)   13.226  (m)           43.39   (f) ADJ UNCH    2 2
 AG7042
 AG7042.Superseded values are not recommended for survey control.
 AG7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7042.See file dsdata.txt to determine how the superseded data were derived.
 AG7042
 AG7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL337736(NAD 83)
 AG7042_MARKER: DB = BENCH MARK DISK
 AG7042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7042_SP_SET: CONCRETE POST
 AG7042_PROJECTION: FLUSH
 AG7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7042+STABILITY: SURFACE MOTION
 AG7042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7042+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AG7042
 AG7042  HISTORY     - Date     Condition        Report By
 AG7042  HISTORY     - UNK      MONUMENTED       FL2730
 AG7042  HISTORY     - 1977     GOOD             FL-103
 AG7042  HISTORY     - 19990105 GOOD             USPSQD
 AG7042  HISTORY     - 20060116 GOOD             USPSQD
 AG7042
 AG7042                          STATION DESCRIPTION
 AG7042
 AG7042'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7042'IN ST PETERSBURG.
 AG7042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 SR 55
 AG7042'34TH ST. N. AND SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 0.50
 AG7042'MILE TO THE INTERSECTION OF 40TH ST. N. STATION ON LEFT, S.W. CORNER,
 AG7042'27.3 FT. WEST OF THE CENTERLINE OF 40TH ST. N., 47.8 FT. SOUTH OF THE
 AG7042'CENTERLINE OF 5TH AVE. N., 25.1 FT. N.E. OF THE N.E. CORNER OF A
 AG7042'SINGLE STORY BLOCK BUILDING 4000 5TH AVE. N., 8.3 FT. S.S.W. OF A 12
 AG7042'INCH PALM TREE, 1.8 FT. NORTH OF THE NORTH EDGE OF CONCRETE DRIVEWAY
 AG7042'4000 5TH AVE. N. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AG7042'THE GROUND.
 AG7042
 AG7042                          STATION RECOVERY (1999)
 AG7042
 AG7042'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7042'RECOVERED IN GOOD CONDITION.
 AG7042
 AG7042                          STATION RECOVERY (2006)
 AG7042
 AG7042'RECOVERY NOTE BY US POWER SQUADRON 2006 (HH)
 AG7042'FOUND, HOWEVER THE CONCRETE POST IS NOW 3  BELOW THE GRADE OF THE
 AG7042'SIDEWALK AND LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0062 ***********************************************************************
 AG0062  DESIGNATION -  159 FLHD
 AG0062  PID         -  AG0062
 AG0062  STATE/COUNTY-  FL/PINELLAS
 AG0062  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0062
 AG0062                         *CURRENT SURVEY CONTROL
 AG0062  ___________________________________________________________________
 AG0062* NAD 83(1986)-  27 53 37.     (N)    082 40 53.     (W)     SCALED    
 AG0062* NAVD 88     -         1.736  (meters)       5.70   (feet)  ADJUSTED  
 AG0062  ___________________________________________________________________
 AG0062  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG0062  DYNAMIC HT  -           1.733 (meters)       5.69  (feet)  COMP
 AG0062  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG0062
 AG0062  VERT ORDER  -  SECOND    CLASS II
 AG0062
 AG0062.The horizontal coordinates were scaled from a topographic map and have
 AG0062.an estimated accuracy of +/- 6 seconds.
 AG0062
 AG0062.The orthometric height was determined by differential leveling
 AG0062.and adjusted by the National Geodetic Survey in June 1991..
 AG0062
 AG0062.The geoid height was determined by GEOID03.
 AG0062
 AG0062.The dynamic height is computed by dividing the NAVD 88
 AG0062.geopotential number by the normal gravity value computed on the
 AG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0062.degrees latitude (g = 980.6199 gals.).
 AG0062
 AG0062.The modeled gravity was interpolated from observed gravity values.
 AG0062
 AG0062;                    North         East    Units  Estimated Accuracy
 AG0062;SPC FL W     -   394,610.      132,920.      MT  (+/- 180 meters Scaled)
 AG0062
 AG0062                          SUPERSEDED SURVEY CONTROL
 AG0062
 AG0062  NGVD 29 (??/??/92)    1.998  (m)            6.56   (f) ADJ UNCH    2 2
 AG0062
 AG0062.Superseded values are not recommended for survey control.
 AG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0062.See file dsdata.txt to determine how the superseded data were derived.
 AG0062
 AG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345865(NAD 83)
 AG0062_MARKER: DD = SURVEY DISK
 AG0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0062_SP_SET: HEADWALL
 AG0062_STAMPING: 159
 AG0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0062
 AG0062  HISTORY     - Date     Condition        Report By
 AG0062  HISTORY     - UNK      MONUMENTED       FLHD
 AG0062  HISTORY     - 1975     GOOD             FLDT
 AG0062  HISTORY     - 19910418 MARK NOT FOUND   USPSQD
 AG0062  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0062
 AG0062                          STATION DESCRIPTION
 AG0062
 AG0062'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0062'1 MI NW FROM ST PETERSBURG.
 AG0062'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0062'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 2.65 MILES TO
 AG0062'THE JUNCTION OF EVERGREEN AVENUE (34TH STREET).  STATION ON THE
 AG0062'LEFT, IN NW CORNER, 107.0 FT. WEST OF THE CENTERLINE OF EVERGREEN
 AG0062'AVENUE.  SET IN TOP OF CONCRETE HEADWALL.  SECTION 3, T 30 S,
 AG0062'R 16 E.
 AG0062
 AG0062                          STATION RECOVERY (1991)
 AG0062
 AG0062'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0062'MARK NOT FOUND.
 AG0062
 AG0062                          STATION RECOVERY (1999)
 AG0062
 AG0062'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4034 ***********************************************************************
 DF4034  DESIGNATION -  1592 15
 DF4034  PID         -  DF4034
 DF4034  STATE/COUNTY-  FL/PUTNAM
 DF4034  USGS QUAD   -  KEUKA (1993)
 DF4034
 DF4034                         *CURRENT SURVEY CONTROL
 DF4034  ___________________________________________________________________
 DF4034* NAD 83(1986)-  29 35 18.     (N)    081 59 10.     (W)     SCALED    
 DF4034* NAVD 88     -        33.970  (meters)     111.45   (feet)  ADJUSTED  
 DF4034  ___________________________________________________________________
 DF4034  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DF4034  DYNAMIC HT  -          33.924 (meters)     111.30  (feet)  COMP
 DF4034  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 DF4034
 DF4034  VERT ORDER  -  SECOND    CLASS I
 DF4034
 DF4034.The horizontal coordinates were scaled from a topographic map and have
 DF4034.an estimated accuracy of +/- 6 seconds.
 DF4034
 DF4034.The orthometric height was determined by differential leveling
 DF4034.and adjusted by the National Geodetic Survey in May 2004..
 DF4034.No vertical observational check was made to the station.
 DF4034
 DF4034.The geoid height was determined by GEOID03.
 DF4034
 DF4034.The dynamic height is computed by dividing the NAVD 88
 DF4034.geopotential number by the normal gravity value computed on the
 DF4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4034.degrees latitude (g = 980.6199 gals.).
 DF4034
 DF4034.The modeled gravity was interpolated from observed gravity values.
 DF4034
 DF4034;                    North         East    Units  Estimated Accuracy
 DF4034;SPC FL E     -   582,640.      104,470.      MT  (+/- 180 meters Scaled)
 DF4034
 DF4034                          SUPERSEDED SURVEY CONTROL
 DF4034
 DF4034.No superseded survey control is available for this station.
 DF4034
 DF4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN044735(NAD 83)
 DF4034_MARKER: DD = SURVEY DISK
 DF4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4034_STAMPING: BM 1592 15
 DF4034_MARK LOGO: SJRWMD
 DF4034_PROJECTION: RECESSED 10 CENTIMETERS
 DF4034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4034+STABILITY: SURFACE MOTION
 DF4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4034+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4034
 DF4034  HISTORY     - Date     Condition        Report By
 DF4034  HISTORY     - 1994     MONUMENTED       SJRWMD
 DF4034  HISTORY     - 20010523 GOOD             FLDEP
 DF4034
 DF4034                          STATION DESCRIPTION
 DF4034
 DF4034'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4034'THE MARK IS ABOUT 6.7 MI SOUTHEAST OF HAWTHORNE, 1.0 MI WEST OF
 DF4034'JOHNSON, IN SECTION 27,
 DF4034'TOWNSHIP 10 SOUTH, RANGE 23 EAST.
 DF4034' 
 DF4034'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DF4034'ROAD 20 IN
 DF4034'HAWTHORNE, GO EAST ON STATE ROAD 20 FOR 1.9 MI TO THE PUTNAM COUNTY
 DF4034'LINE, CONTINUE
 DF4034'EAST ON STATE ROAD 20 FOR 2.0 MI TO THE JUNCTION OF COUNTY ROAD 20A ON
 DF4034'THE RIGHT, TURN
 DF4034'RIGHT ON COUNTY ROAD 20A AND GO SOUTHERLY FOR 2.75 MI TO THE JUNCTION
 DF4034'OF EAST COWPEN
 DF4034'LAKE ROAD ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DF4034'CONCRETE MONUMENT
 DF4034'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND 2.0 FT BELOW THE
 DF4034'LEVEL OF COUNTY
 DF4034'ROAD 20A.
 DF4034' 
 DF4034'LOCATED 39.4 FT SOUTH OF THE CENTERLINE OF COUNTY ROAD 20A, 23.0 FT
 DF4034'WEST OF A DIM TRACK
 DF4034'ROAD, 2.4 FT EAST OF A RIGHT-OF-WAY MARKER AND 1.9 FT NORTH OF A METAL
 DF4034'WITNESS POST.
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034' 
 DF4034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4033 ***********************************************************************
 DF4033  DESIGNATION -  1593 15
 DF4033  PID         -  DF4033
 DF4033  STATE/COUNTY-  FL/PUTNAM
 DF4033  USGS QUAD   -  KEUKA (1993)
 DF4033
 DF4033                         *CURRENT SURVEY CONTROL
 DF4033  ___________________________________________________________________
 DF4033* NAD 83(1986)-  29 34 22.     (N)    081 58 25.     (W)     SCALED    
 DF4033* NAVD 88     -        25.419  (meters)      83.40   (feet)  ADJUSTED  
 DF4033  ___________________________________________________________________
 DF4033  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DF4033  DYNAMIC HT  -          25.385 (meters)      83.28  (feet)  COMP
 DF4033  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 DF4033
 DF4033  VERT ORDER  -  SECOND    CLASS I
 DF4033
 DF4033.The horizontal coordinates were scaled from a topographic map and have
 DF4033.an estimated accuracy of +/- 6 seconds.
 DF4033
 DF4033.The orthometric height was determined by differential leveling
 DF4033.and adjusted by the National Geodetic Survey in May 2004..
 DF4033.No vertical observational check was made to the station.
 DF4033
 DF4033.The geoid height was determined by GEOID03.
 DF4033
 DF4033.The dynamic height is computed by dividing the NAVD 88
 DF4033.geopotential number by the normal gravity value computed on the
 DF4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4033.degrees latitude (g = 980.6199 gals.).
 DF4033
 DF4033.The modeled gravity was interpolated from observed gravity values.
 DF4033
 DF4033;                    North         East    Units  Estimated Accuracy
 DF4033;SPC FL E     -   580,910.      105,660.      MT  (+/- 180 meters Scaled)
 DF4033
 DF4033                          SUPERSEDED SURVEY CONTROL
 DF4033
 DF4033.No superseded survey control is available for this station.
 DF4033
 DF4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN056718(NAD 83)
 DF4033_MARKER: DD = SURVEY DISK
 DF4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4033_STAMPING: BM 1593 15
 DF4033_MARK LOGO: SJRWMD
 DF4033_PROJECTION: RECESSED 5 CENTIMETERS
 DF4033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4033+STABILITY: SURFACE MOTION
 DF4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4033+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4033
 DF4033  HISTORY     - Date     Condition        Report By
 DF4033  HISTORY     - 1994     MONUMENTED       SJRWMD
 DF4033  HISTORY     - 20010523 GOOD             FLDEP
 DF4033
 DF4033                          STATION DESCRIPTION
 DF4033
 DF4033'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4033'THE MARK IS ABOUT 6.2 MI NORTHEAST OF ORANGE SPRINGS, 0.8 MI SOUTH OF
 DF4033'JOHNSON, IN SECTION
 DF4033'35, TOWNSHIP 10 SOUTH, RANGE 23 EAST.
 DF4033' 
 DF4033'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DF4033'ROAD 20 IN
 DF4033'HAWTHORNE, GO EAST ON STATE ROAD 20 FOR 1.9 MI TO THE PUTNAM COUNTY
 DF4033'LINE, CONTINUE
 DF4033'EAST ON STATE ROAD 20 FOR 2.0 MI TO THE JUNCTION OF COUNTY ROAD 20A ON
 DF4033'THE RIGHT, TURN
 DF4033'RIGHT ON COUNTY ROAD 20A AND GO SOUTHERLY FOR 3.75 MI TO THE
 DF4033'INTERSECTION OF STATE
 DF4033'ROAD 21, TURN RIGHT ON STATE ROAD 21 AND GO SOUTH FOR 0.8 MI TO THE
 DF4033'JUNCTION OF NEAL
 DF4033'ROAD ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DF4033'CONCRETE
 DF4033'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0
 DF4033'FT BELOW THE
 DF4033'LEVEL OF STATE ROAD 21.
 DF4033' 
 DF4033'LOCATED 55.1 FT WEST OF THE CENTERLINE OF STATE ROAD 21, 22.4 FT NORTH
 DF4033'OF THE EXTENDED
 DF4033'CENTERLINE OF NEAL ROAD, 2.5 FT EAST OF A POWER POLE WITH 2 GUY WIRES
 DF4033'AND A SJRWMD SIGN
 DF4033'ATTACHED.
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033' 
 DF4033'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0637 ***********************************************************************
 AC0637  DESIGNATION -  15.94
 AC0637  PID         -  AC0637
 AC0637  STATE/COUNTY-  FL/COLLIER
 AC0637  USGS QUAD   -  EVERGLADES CITY (1974)
 AC0637
 AC0637                         *CURRENT SURVEY CONTROL
 AC0637  ___________________________________________________________________
 AC0637* NAD 83(1999)-  25 52 18.54516(N)    081 22 57.63343(W)     ADJUSTED  
 AC0637* NAVD 88     -         4.513  (meters)      14.81   (feet)  ADJUSTED  
 AC0637  ___________________________________________________________________
 AC0637  X           -     860,425.899 (meters)                     COMP
 AC0637  Y           -  -5,677,689.716 (meters)                     COMP
 AC0637  Z           -   2,766,282.975 (meters)                     COMP
 AC0637  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AC0637  ELLIP HEIGHT-         -19.12  (meters)          (12/12/02) GPS OBS
 AC0637  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AC0637  DYNAMIC HT  -           4.505 (meters)      14.78  (feet)  COMP
 AC0637  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AC0637
 AC0637  HORZ ORDER  -  FIRST
 AC0637  VERT ORDER  -  FIRST     CLASS I
 AC0637  ELLP ORDER  -  FOURTH    CLASS I
 AC0637
 AC0637.The horizontal coordinates were established by GPS observations
 AC0637.and adjusted by the National Geodetic Survey in December 2002..
 AC0637
 AC0637.The orthometric height was determined by differential leveling
 AC0637.and adjusted by the National Geodetic Survey in September 1992..
 AC0637
 AC0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0637
 AC0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0637
 AC0637.The ellipsoidal height was determined by GPS observations
 AC0637.and is referenced to NAD 83.
 AC0637
 AC0637.The geoid height was determined by GEOID03.
 AC0637
 AC0637.The dynamic height is computed by dividing the NAVD 88
 AC0637.geopotential number by the normal gravity value computed on the
 AC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0637.degrees latitude (g = 980.6199 gals.).
 AC0637
 AC0637.The modeled gravity was interpolated from observed gravity values.
 AC0637
 AC0637;                    North         East     Units Scale Factor Converg.
 AC0637;SPC FL E     -   170,470.680   161,647.954   MT  0.99995933   -0 10 01.2
 AC0637;SPC FL E     -   559,285.89    530,340.00   sFT  0.99995933   -0 10 01.2
 AC0637;UTM  17      - 2,861,544.498   461,661.039   MT  0.99961815   -0 10 01.2
 AC0637
 AC0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0637!SPC FL E     -   1.00000300  x   0.99995933  =   0.99996233
 AC0637!UTM  17      -   1.00000300  x   0.99961815  =   0.99962115
 AC0637
 AC0637|---------------------------------------------------------------------|
 AC0637| PID    Reference Object                     Distance      Geod. Az  |
 AC0637|                                                           dddmmss.s |
 AC0637| AC0636 14.98                                69.640 METERS 17104     |
 AC0637|---------------------------------------------------------------------|
 AC0637
 AC0637                          SUPERSEDED SURVEY CONTROL
 AC0637
 AC0637  NAVD 88 (06/15/91)    4.513  (m)           14.81   (f) UNKNOWN     1 1
 AC0637  NGVD 29 (09/01/92)    4.930  (m)           16.17   (f) ADJUSTED    1 1
 AC0637
 AC0637.Superseded values are not recommended for survey control.
 AC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0637.See file dsdata.txt to determine how the superseded data were derived.
 AC0637
 AC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6166161544(NAD 83)
 AC0637_MARKER: DD = SURVEY DISK
 AC0637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0637_SP_SET: ABUTMENT
 AC0637_STAMPING: 15.94
 AC0637_MARK LOGO: FLDT  
 AC0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0637+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AC0637
 AC0637  HISTORY     - Date     Condition        Report By
 AC0637  HISTORY     - 1965     MONUMENTED       FLDT
 AC0637  HISTORY     - 1965     GOOD             NGS
 AC0637  HISTORY     - 1978     GOOD             FLDNR
 AC0637  HISTORY     - 1990     GOOD             USPSQD
 AC0637  HISTORY     - 19920226 GOOD             NGS
 AC0637  HISTORY     - 200110   GOOD             FOST
 AC0637  HISTORY     - 20020307 GOOD             MAPTEC
 AC0637  HISTORY     - 20050502 GOOD             USPSQD
 AC0637
 AC0637                          STATION DESCRIPTION
 AC0637
 AC0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0637'1 MI N FROM EVERGLADES.
 AC0637'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE CITY HALL
 AC0637'AT EVERGLADES, SET IN THE TOP OF THE SIDEWALK DIRECTLY OVER
 AC0637'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF HIGHWAY BRIDGE
 AC0637'OVER BARRON RIVER, 3.0 FEET WEST OF THE WEST CURB OF THE BRIDGE,
 AC0637'2.2 FEET EAST OF THE NORTH END OF THE WEST CONCRETE BANISTER
 AC0637'OF THE BRIDGE, 228.0 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 AC0637'FROM B.M. 14.98 (S.R.D.) DESCRIBED AND ABOUT 1 FOOT ABOVE THE
 AC0637'LEVEL OF THE HIGHWAY.
 AC0637
 AC0637                          STATION RECOVERY (1978)
 AC0637
 AC0637'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0637'RECOVERED AD DESCRIBED.
 AC0637
 AC0637                          STATION RECOVERY (1990)
 AC0637
 AC0637'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0637'RECOVERED IN GOOD CONDITION.
 AC0637
 AC0637                          STATION RECOVERY (1992)
 AC0637
 AC0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0637'50.6 KM (31.45 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0637'OF STATE HIGHWAY 84 IN NAPLES, THENCE 4.7 KM (2.90 MI) SOUTHERLY
 AC0637'ALONG STATE HIGHWAY 29, IN TOP OF AND 1.4 M (4.6 FT) EAST OF THE WEST
 AC0637'END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE SPANNING BARRON RIVER,
 AC0637'5.4 M (17.7 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 AC0637
 AC0637                          STATION RECOVERY (2001)
 AC0637
 AC0637'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC0637'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0637'
 AC0637
 AC0637                          STATION RECOVERY (2002)
 AC0637
 AC0637'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0637'RECOVERED AS DESCRIBED
 AC0637'
 AC0637
 AC0637                          STATION RECOVERY (2005)
 AC0637
 AC0637'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AC0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6304 ***********************************************************************
 AD6304  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6304  DESIGNATION -  15.94
 AD6304  PID         -  AD6304
 AD6304  STATE/COUNTY-  FL/COLLIER
 AD6304  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6304
 AD6304                         *CURRENT SURVEY CONTROL
 AD6304  ___________________________________________________________________
 AD6304* NAD 83(1986)-  26 17 31.     (N)    081 49 06.     (W)     SCALED    
 AD6304* NAVD 88     -         4.461  (meters)      14.64   (feet)  ADJUSTED  
 AD6304  ___________________________________________________________________
 AD6304  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AD6304  DYNAMIC HT  -           4.453 (meters)      14.61  (feet)  COMP
 AD6304  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AD6304
 AD6304  VERT ORDER  -  SECOND    CLASS I
 AD6304
 AD6304.The horizontal coordinates were scaled from a topographic map and have
 AD6304.an estimated accuracy of +/- 6 seconds.
 AD6304
 AD6304.The orthometric height was determined by differential leveling
 AD6304.and adjusted by the National Geodetic Survey in June 1991..
 AD6304
 AD6304.This Tidal Bench Mark is designated as VM 10598
 AD6304.by the Center for Operational Oceanographic Products and Services.
 AD6304
 AD6304.The geoid height was determined by GEOID03.
 AD6304
 AD6304.The dynamic height is computed by dividing the NAVD 88
 AD6304.geopotential number by the normal gravity value computed on the
 AD6304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6304.degrees latitude (g = 980.6199 gals.).
 AD6304
 AD6304.The modeled gravity was interpolated from observed gravity values.
 AD6304
 AD6304;                    North         East    Units  Estimated Accuracy
 AD6304;SPC FL E     -   217,220.      118,280.      MT  (+/- 180 meters Scaled)
 AD6304
 AD6304                          SUPERSEDED SURVEY CONTROL
 AD6304
 AD6304  NGVD 29 (09/01/92)    4.836  (m)           15.87   (f) ADJUSTED    2 1
 AD6304
 AD6304.Superseded values are not recommended for survey control.
 AD6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6304.See file dsdata.txt to determine how the superseded data were derived.
 AD6304
 AD6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183082(NAD 83)
 AD6304_MARKER: DD = SURVEY DISK
 AD6304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6304_SP_SET: BRIDGE ABUTMENT
 AD6304_STAMPING: 15.94
 AD6304_MARK LOGO: FLHD  
 AD6304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6304+STABILITY: SURFACE MOTION
 AD6304
 AD6304  HISTORY     - Date     Condition        Report By
 AD6304  HISTORY     - UNK      MONUMENTED       FLHD
 AD6304  HISTORY     - 1984     GOOD             FLDNR
 AD6304  HISTORY     - 1990     GOOD             USPSQD
 AD6304  HISTORY     - 19991231 GOOD             USPSQD
 AD6304
 AD6304                          STATION DESCRIPTION
 AD6304
 AD6304'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6304'2.15 MI NNW FROM NAPLES PARK.
 AD6304'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6304'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6304'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6304'COCOHATCHEE RIVER.  THE MARK IS SET IN THE BRIDGE ABUTMENT AT THE
 AD6304'SOUTHEAST CORNER OF THE NORTHERN BRIDGE, 14 FEET EAST OF THE
 AD6304'CENTERLINE OF THE ROAD.
 AD6304
 AD6304                          STATION RECOVERY (1990)
 AD6304
 AD6304'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6304'RECOVERED IN GOOD CONDITION.
 AD6304
 AD6304                          STATION RECOVERY (1999)
 AD6304
 AD6304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6695 ***********************************************************************
 DE6695  DESIGNATION -  1598 20 RM 1
 DE6695  PID         -  DE6695
 DE6695  STATE/COUNTY-  FL/VOLUSIA
 DE6695  USGS QUAD   -  DE LAND (1993)
 DE6695
 DE6695                         *CURRENT SURVEY CONTROL
 DE6695  ___________________________________________________________________
 DE6695* NAD 83(1986)-  29 07 11.     (N)    081 17 08.     (W)     SCALED    
 DE6695* NAVD 88     -        14.757  (meters)      48.42   (feet)  ADJUSTED  
 DE6695  ___________________________________________________________________
 DE6695  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DE6695  DYNAMIC HT  -          14.736 (meters)      48.35  (feet)  COMP
 DE6695  MODELED GRAV-     979,254.1   (mgal)                       NAVD 88
 DE6695
 DE6695  VERT ORDER  -  SECOND    CLASS I
 DE6695
 DE6695.The horizontal coordinates were scaled from a topographic map and have
 DE6695.an estimated accuracy of +/- 6 seconds.
 DE6695
 DE6695.The orthometric height was determined by differential leveling
 DE6695.and adjusted by the National Geodetic Survey in May 2004..
 DE6695
 DE6695.The geoid height was determined by GEOID03.
 DE6695
 DE6695.The dynamic height is computed by dividing the NAVD 88
 DE6695.geopotential number by the normal gravity value computed on the
 DE6695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6695.degrees latitude (g = 980.6199 gals.).
 DE6695
 DE6695.The modeled gravity was interpolated from observed gravity values.
 DE6695
 DE6695;                    North         East    Units  Estimated Accuracy
 DE6695;SPC FL E     -   530,330.      172,210.      MT  (+/- 180 meters Scaled)
 DE6695
 DE6695                          SUPERSEDED SURVEY CONTROL
 DE6695
 DE6695.No superseded survey control is available for this station.
 DE6695
 DE6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN722212(NAD 83)
 DE6695_MARKER: DD = SURVEY DISK
 DE6695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6695_SP_SET: HEADWALL
 DE6695_STAMPING: BM 1598-20 RM 1
 DE6695_MARK LOGO: SJRWMD
 DE6695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6695+STABILITY: SURFACE MOTION
 DE6695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6695+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1999
 DE6695
 DE6695  HISTORY     - Date     Condition        Report By
 DE6695  HISTORY     - UNK      MONUMENTED       SJRWMD
 DE6695  HISTORY     - 19990305 GOOD             FLDEP
 DE6695
 DE6695                          STATION DESCRIPTION
 DE6695
 DE6695'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6695'THE MARK IS ABOUT 25.5 MI (41.0 KM) SOUTH OF BUNNELL, 7.0 MI (11.3 KM)
 DE6695'NORTH OF DELAND, IN SECTION 37, TOWNSHIP 16 SOUTH, RANGE 30 EAST. TO
 DE6695'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (WOODLAND
 DE6695'BOULEVARD) AND U.S. HIGHWAY 92 (INTERNATIONAL SPEEDWAY BOULEVARD) ON
 DE6695'THE NORTH SIDE OF DELAND, GO NORTH ON U.S. HIGHWAY 17 (WOODLAND
 DE6695'BOULEVARD) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 11 ON THE
 DE6695'RIGHT, BEAR RIGHT AND CONTINUE NORTH ON STATE ROAD 11 FOR 3.7 MI (6.0
 DE6695'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE HEADWALL
 DE6695'LEVEL WITH THE GROUND AND 1.4 FT (0.4 M) BELOW THE LEVEL OF STATE ROAD
 DE6695'11. LOCATED 193.0 FT (58.8 M) SOUTH OF AND ACROSS STATE ROAD 11 FROM
 DE6695'THE CENTERLINE OF THE DRIVEWAY AT 4248, 31.4 FT (9.6 M) SOUTHEAST OF
 DE6695'THE CENTERLINE OF STATE ROAD 11, 14.2 FT (4.3 M) NORTHEAST OF A METAL
 DE6695'POST WITH A ST JOHN WITH SIGN ATTACHED, 13.8 FT (4.2 M) NORTHEAST OF
 DE6695'THE SOUTH END OF THE HEADWALL AND 13.7 FT (4.2 M) SOUTHWEST OF THE
 DE6695'NORTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6234 ***********************************************************************
 AJ6234  DESIGNATION -  16
 AJ6234  PID         -  AJ6234
 AJ6234  STATE/COUNTY-  FL/MARTIN
 AJ6234  USGS QUAD   -  PORT MAYACA (1971)
 AJ6234
 AJ6234                         *CURRENT SURVEY CONTROL
 AJ6234  ___________________________________________________________________
 AJ6234* NAD 83(1999)-  26 59 03.32531(N)    080 37 15.68503(W)     ADJUSTED  
 AJ6234* NAVD 88     -        11.798  (meters)      38.71   (feet)  ADJUSTED  
 AJ6234  ___________________________________________________________________
 AJ6234  X           -     926,884.368 (meters)                     COMP
 AJ6234  Y           -  -5,611,632.621 (meters)                     COMP
 AJ6234  Z           -   2,876,654.685 (meters)                     COMP
 AJ6234  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AJ6234  ELLIP HEIGHT-         -14.40  (meters)          (12/12/02) GPS OBS
 AJ6234  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AJ6234  DYNAMIC HT  -          11.780 (meters)      38.65  (feet)  COMP
 AJ6234  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 AJ6234
 AJ6234  HORZ ORDER  -  FIRST
 AJ6234  VERT ORDER  -  FIRST     CLASS II
 AJ6234  ELLP ORDER  -  FOURTH    CLASS I
 AJ6234
 AJ6234.The horizontal coordinates were established by GPS observations
 AJ6234.and adjusted by the National Geodetic Survey in December 2002..
 AJ6234
 AJ6234.The orthometric height was determined by differential leveling
 AJ6234.and adjusted by the National Geodetic Survey in January 2002..
 AJ6234
 AJ6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6234
 AJ6234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6234
 AJ6234.The ellipsoidal height was determined by GPS observations
 AJ6234.and is referenced to NAD 83.
 AJ6234
 AJ6234.The geoid height was determined by GEOID03.
 AJ6234
 AJ6234.The dynamic height is computed by dividing the NAVD 88
 AJ6234.geopotential number by the normal gravity value computed on the
 AJ6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6234.degrees latitude (g = 980.6199 gals.).
 AJ6234
 AJ6234.The modeled gravity was interpolated from observed gravity values.
 AJ6234
 AJ6234;                    North         East     Units Scale Factor Converg.
 AJ6234;SPC FL E     -   293,716.231   237,618.445   MT  0.99995864   +0 10 19.1
 AJ6234;SPC FL E     -   963,634.00    779,586.51   sFT  0.99995864   +0 10 19.1
 AJ6234;UTM  17      - 2,984,747.998   537,605.610   MT  0.99961746   +0 10 19.1
 AJ6234
 AJ6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6234!SPC FL E     -   1.00000226  x   0.99995864  =   0.99996090
 AJ6234!UTM  17      -   1.00000226  x   0.99961746  =   0.99961972
 AJ6234
 AJ6234|---------------------------------------------------------------------|
 AJ6234| PID    Reference Object                     Distance      Geod. Az  |
 AJ6234|                                                           dddmmss.s |
 AJ6234| AD8713 PMB 3                               370.634 METERS 00633     |
 AJ6234|---------------------------------------------------------------------|
 AJ6234
 AJ6234                          SUPERSEDED SURVEY CONTROL
 AJ6234
 AJ6234  NAVD 88 (12/12/02)   11.80   (m)           38.7    (f) LEVELING    3  
 AJ6234
 AJ6234.Superseded values are not recommended for survey control.
 AJ6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6234.See file dsdata.txt to determine how the superseded data were derived.
 AJ6234
 AJ6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3760684748(NAD 83)
 AJ6234_MARKER: DD = SURVEY DISK
 AJ6234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ6234_SP_SET: LOCKWALL
 AJ6234_STAMPING: 16 1979
 AJ6234_MARK LOGO: USE   
 AJ6234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6234+STABILITY: SURFACE MOTION
 AJ6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6234+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ6234
 AJ6234  HISTORY     - Date     Condition        Report By
 AJ6234  HISTORY     - 1979     MONUMENTED       USE
 AJ6234  HISTORY     - 20010615 GOOD             EMCINC
 AJ6234  HISTORY     - 2002     GOOD             MAPTEC
 AJ6234
 AJ6234                          STATION DESCRIPTION
 AJ6234
 AJ6234'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ6234'THE STATION IS LOCATED IN PORT MAYACA, FLORIDA ON THE SOUTH LOCK
 AJ6234'WALL OF PORT MAYACA LOCK.
 AJ6234'LOCATED ON THE PORT MAYACA QUAD, TOWNSHIP 40 SOUTH, RANGE 37 EAST.
 AJ6234' 
 AJ6234'OWNERSHIP  CORPS OF ENGINEERS U.S. ARMY
 AJ6234' 
 AJ6234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441/98
 AJ6234'AND STATE ROAD 76 IN PORT MAYACA, FLORIDA GO NORTH ON STATE ROAD
 AJ6234'76 0.88 KILOMETERS (0.55 MILES) TO AN ASPHALT ROAD ON LEFT, THENCE
 AJ6234'SOUTHWEST ON ASPHALT ROAD 0.40 KILOMETERS (0.25 MILES) TO THE TOP
 AJ6234'OF HERBERT HOOVER LEVEE, THENCE NORTH 0.48 KILOMETERS (0.3 MILES)
 AJ6234'TO GATE, THENCE CONTINUE NORTH THROUGH COMPOUND 0.16
 AJ6234'KILOMETERS (0.1 MILES) TO THE NORTH END OF PARKING AREA AND MARK
 AJ6234'APPROXIMATELY 15.0 METERS (50.0 FEET) AHEAD ON THE SOUTH LOCK
 AJ6234'WALL.
 AJ6234' 
 AJ6234'THE STATION IS 20.6 METERS (67.6 FEET) WEST, NORTHWEST OF A STEEL
 AJ6234'LIGHT POST ON LOCK WALL, 2.5 METERS (8.2 FEET) NORTHEAST OF THE
 AJ6234'NORTHEAST CORNER OF LOCK CONTROL HOUSE AND 0.4 METERS (1.3 FEET)
 AJ6234'SOUTH OF THE NORTH EDGE OF THE SOUTH LOCK WALL.
 AJ6234'THE MARK IS A CORPS OF ENGINEERS U.S. ARMY BRONZE DISK SET FLUSH
 AJ6234'WITH THE TOP OF THE SOUTH CONCRETE LOCK WALL ON PORT MAYACA
 AJ6234'LOCK.
 AJ6234' 
 AJ6234' 
 AJ6234'
 AJ6234
 AJ6234                          STATION RECOVERY (2002)
 AJ6234
 AJ6234'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (WJB)
 AJ6234'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6992 ***********************************************************************
 AF6992  DESIGNATION -  16 72 A58
 AF6992  PID         -  AF6992
 AF6992  STATE/COUNTY-  FL/OSCEOLA
 AF6992  USGS QUAD   -  LAKE MARIAN SW (1972)
 AF6992
 AF6992                         *CURRENT SURVEY CONTROL
 AF6992  ___________________________________________________________________
 AF6992* NAD 83(1990)-  27 48 16.55445(N)    081 11 48.65773(W)     ADJUSTED  
 AF6992* NAVD 88     -        21.416  (meters)      70.26   (feet)  ADJUSTED  
 AF6992  ___________________________________________________________________
 AF6992  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AF6992  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AF6992  DYNAMIC HT  -          21.383 (meters)      70.15  (feet)  COMP
 AF6992  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AF6992
 AF6992  HORZ ORDER  -  SECOND
 AF6992  VERT ORDER  -  SECOND    CLASS I
 AF6992
 AF6992.The horizontal coordinates were established by classical geodetic methods
 AF6992.and adjusted by the National Geodetic Survey in May 1991..
 AF6992
 AF6992.The orthometric height was determined by differential leveling
 AF6992.and adjusted by the National Geodetic Survey in June 1991..
 AF6992
 AF6992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6992
 AF6992.The geoid height was determined by GEOID03.
 AF6992
 AF6992.The dynamic height is computed by dividing the NAVD 88
 AF6992.geopotential number by the normal gravity value computed on the
 AF6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6992.degrees latitude (g = 980.6199 gals.).
 AF6992
 AF6992.The modeled gravity was interpolated from observed gravity values.
 AF6992
 AF6992;                    North         East     Units Scale Factor Converg.
 AF6992;SPC FL E     -   384,571.818   180,603.833   MT  0.99994582   -0 05 30.6
 AF6992;SPC FL E     - 1,261,716.04    592,531.08   sFT  0.99994582   -0 05 30.6
 AF6992;UTM  17      - 3,075,572.585   480,610.451   MT  0.99960464   -0 05 30.6
 AF6992
 AF6992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6992!SPC FL E     -   1.00000086  x   0.99994582  =   0.99994668
 AF6992!UTM  17      -   1.00000086  x   0.99960464  =   0.99960550
 AF6992
 AF6992                          SUPERSEDED SURVEY CONTROL
 AF6992
 AF6992  NAD 83(1986)-  27 48 16.56217(N)    081 11 48.67429(W) AD(       ) 2
 AF6992  NGVD 29 (09/01/92)   21.780  (m)           71.46   (f) ADJUSTED    2 1
 AF6992
 AF6992.Superseded values are not recommended for survey control.
 AF6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6992.See file dsdata.txt to determine how the superseded data were derived.
 AF6992
 AF6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8061075573(NAD 83)
 AF6992_MARKER: DE = TRAVERSE STATION DISK
 AF6992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6992_STAMPING: 16-72-A58
 AF6992_MARK LOGO: FLDT  
 AF6992_PROJECTION: FLUSH
 AF6992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF6992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6992+STABILITY: SURFACE MOTION
 AF6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6992+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AF6992
 AF6992  HISTORY     - Date     Condition        Report By
 AF6992  HISTORY     - 1983     MONUMENTED       FLDNR
 AF6992  HISTORY     - 1983     GOOD             FLDNR
 AF6992  HISTORY     - 1983     GOOD             FLDNR
 AF6992  HISTORY     - 20030403 GOOD             FLDEP
 AF6992  HISTORY     - 20051215 MARK NOT FOUND   PICKET
 AF6992
 AF6992                          STATION DESCRIPTION
 AF6992
 AF6992'DESCRIBED BY FL DEPT OF NAT RES 1983 (KKH)
 AF6992'THE STATION IS LOCATED 18.2 MILES NORTHWEST OF YEEHAW JUNCTION, 8.4
 AF6992'MILES EAST OF INDIAN LAKE ESTATES, AND 25.8 MILES EAST-SOUTHEAST OF
 AF6992'LAKE WALES.
 AF6992'
 AF6992'TO REACH THE STATION FROM LAKE WALES GO 27 MILES EAST-SOUTHEAST TO
 AF6992'THE EAST SIDE OF THE KISSIMMEE RIVER BRIDGE AND THE STATION MARK ON
 AF6992'THE RIGHT.
 AF6992'
 AF6992'RECOVERED AS DESCRIBED.
 AF6992'
 AF6992'REFERENCE MARK 1 IS A STANDARD FLDNR DISK STAMPED---16-72-A58 RM
 AF6992'1 1983 BSM---SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST.
 AF6992'THE MARK BEARS 17.4 MILES SOUTH OF THE CENTERLINE OF HIGHWAY 60,
 AF6992'3.6 FEET NORTH OF A GUARDRAIL, AND 97.7 FEET EAST OF THE SOUTHEAST
 AF6992'CORNER OF THE BRIDGE.
 AF6992'
 AF6992'REFERENCE MARK 2 IS A STANDARD FLDNR DISK STAMPED---16-72-A58 RM
 AF6992'2 1983 BSM---SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST
 AF6992'FLUSH WITH THE GROUND.  THE MARK BEARS 17.3 FEET NORTH OF THE
 AF6992'CENTERLINE OF HIGHWAY 60, 2.7 FEET SOUTH OF A GUARDRAIL, AND 53
 AF6992'FEET EAST OF THE NORTHEAST CORNER OF THE BRIDGE.
 AF6992'
 AF6992'ALL MARKS CAN BE LOCATED WITH A FERROUS METAL DETECTOR.
 AF6992
 AF6992                          STATION RECOVERY (1983)
 AF6992
 AF6992'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AF6992'25.8 MI ESE FROM LAKE WALES.
 AF6992'THE MARK IS AT THE EAST END OF THE STATE HIGHWAY 60 BRIDGE OVER
 AF6992'THE KISSIMMEE RIVER.  THE MARK BEARS 50 FEET EAST OF THE SOUTHEAST
 AF6992'CORNER OF THE BRIDGE, 22.6 FEET SOUTH OF THE CENTERLINE OF THE
 AF6992'HIGHWAY, AND 2 FEET SOUTH OF A WITNESS POST.
 AF6992
 AF6992                          STATION RECOVERY (2003)
 AF6992
 AF6992'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AF6992'RECOVERED AS DESCRIBED.
 AF6992' 
 AF6992'NOTE MARK IS IN OSCEOLA COUNTY.
 AF6992' 
 AF6992' 
 AF6992'
 AF6992
 AF6992                          STATION RECOVERY (2005)
 AF6992
 AF6992'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2005 (JM)
 AF6992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7031 ***********************************************************************
 AF7031  DESIGNATION -  16 72 B 03 FLDT
 AF7031  PID         -  AF7031
 AF7031  STATE/COUNTY-  FL/POLK
 AF7031  USGS QUAD   -  LAKE WEOHYAKAPKA NE (1972)
 AF7031
 AF7031                         *CURRENT SURVEY CONTROL
 AF7031  ___________________________________________________________________
 AF7031* NAD 83(1986)-  27 55 58.     (N)    081 20 16.     (W)     SCALED    
 AF7031* NAVD 88     -        15.626  (meters)      51.27   (feet)  ADJUSTED  
 AF7031  ___________________________________________________________________
 AF7031  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AF7031  DYNAMIC HT  -          15.603 (meters)      51.19  (feet)  COMP
 AF7031  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AF7031
 AF7031  VERT ORDER  -  SECOND    CLASS II
 AF7031
 AF7031.The horizontal coordinates were scaled from a topographic map and have
 AF7031.an estimated accuracy of +/- 6 seconds.
 AF7031
 AF7031.The orthometric height was determined by differential leveling
 AF7031.and adjusted by the National Geodetic Survey in June 1991..
 AF7031
 AF7031.The geoid height was determined by GEOID03.
 AF7031
 AF7031.The dynamic height is computed by dividing the NAVD 88
 AF7031.geopotential number by the normal gravity value computed on the
 AF7031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7031.degrees latitude (g = 980.6199 gals.).
 AF7031
 AF7031.The modeled gravity was interpolated from observed gravity values.
 AF7031
 AF7031;                    North         East    Units  Estimated Accuracy
 AF7031;SPC FL W     -   398,940.      265,180.      MT  (+/- 180 meters Scaled)
 AF7031
 AF7031                          SUPERSEDED SURVEY CONTROL
 AF7031
 AF7031  NGVD 29 (09/01/92)   15.994  (m)           52.47   (f) ADJUSTED    2 2
 AF7031
 AF7031.Superseded values are not recommended for survey control.
 AF7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7031.See file dsdata.txt to determine how the superseded data were derived.
 AF7031
 AF7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML667898(NAD 83)
 AF7031_MARKER: DE = TRAVERSE STATION DISK
 AF7031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF7031_STAMPING: 16-72-B03
 AF7031_MARK LOGO: FLDT  
 AF7031_PROJECTION: RECESSED 8 CENTIMETERS
 AF7031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7031+STABILITY: SURFACE MOTION
 AF7031
 AF7031  HISTORY     - Date     Condition        Report By
 AF7031  HISTORY     - UNK      MONUMENTED       FLDT
 AF7031  HISTORY     - 1983     GOOD             FLDNR
 AF7031  HISTORY     - 19970203 MARK NOT FOUND   USPSQD
 AF7031
 AF7031                          STATION DESCRIPTION
 AF7031
 AF7031'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7031'21.05 MI EAST FROM LAKE WALES.
 AF7031'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL
 AF7031'RAILROAD, GO 13.8 MILES EAST ON HIGHWAY 60 TO THE JUNCTION OF SAM
 AF7031'KEEN ROAD, GO 3.55 MILES NORTH ON SAM KEEN ROAD TO A 90-DEGREE LEFT
 AF7031'TURN AND A SAND ROAD LEADING NORTH, GO 0.1 MILE NORTH ON THE SAND
 AF7031'ROAD TO A METAL GATE, CONTINUE 0.2 MILE NORTH ON THE SAND ROAD TO A
 AF7031'90-DEGREE RIGHT TURN,
 AF7031'AND A DIM ROAD LEADING NORTH, GO 2.1 MILES NORTH ON THE DIM ROAD TO A
 AF7031'WOODEN GATE TO THE ALBERT MILES PROPERTY, CONTINUE THROUGH THE GATE
 AF7031'FOR 0.4 MILE ON THE DIM ROAD TO MR. MILES HOUSE, GO 0.1 MILE NORTH
 AF7031'ACROSS A DREDGED CANAL AND FILLED AREA TO AN OAK-LINED SAND RIDGE, GO
 AF7031'0.6 MILE WEST ALONG THE SAND RIDGE TO ITS END AT THE MOUTH OF TIGER
 AF7031'CREEK AND THE MARK.  THE MARK BEARS 233.4 FEET WEST-NORTHWEST OF A
 AF7031'STATE OF FLORIDA 4-INCH BY 4-INCH CONCRETE BOUNDARY MARKER, 234.5 FEET
 AF7031'NORTHWEST OF POWER POLE 33 (LAST POWER POLE ON THE RIDGE), 163 FEET
 AF7031'NORTHWEST OF A UTILITY POLE, AND 2.5 FEET EAST-SOUTHEAST OF A METAL
 AF7031'WITNESS POST.
 AF7031
 AF7031                          STATION RECOVERY (1997)
 AF7031
 AF7031'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF7031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8612 ***********************************************************************
 DE8612  DESIGNATION -  16 CMP
 DE8612  PID         -  DE8612
 DE8612  STATE/COUNTY-  FL/PUTNAM
 DE8612  USGS QUAD   -  CRESCENT CITY (1994)
 DE8612
 DE8612                         *CURRENT SURVEY CONTROL
 DE8612  ___________________________________________________________________
 DE8612* NAD 83(1986)-  29 28 48.     (N)    081 32 54.     (W)     SCALED    
 DE8612* NAVD 88     -         4.325  (meters)      14.19   (feet)  ADJUSTED  
 DE8612  ___________________________________________________________________
 DE8612  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DE8612  DYNAMIC HT  -           4.319 (meters)      14.17  (feet)  COMP
 DE8612  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 DE8612
 DE8612  VERT ORDER  -  SECOND    CLASS I
 DE8612
 DE8612.The horizontal coordinates were scaled from a topographic map and have
 DE8612.an estimated accuracy of +/- 6 seconds.
 DE8612
 DE8612.The orthometric height was determined by differential leveling
 DE8612.and adjusted by the National Geodetic Survey in September 2003..
 DE8612
 DE8612.The geoid height was determined by GEOID03.
 DE8612
 DE8612.The dynamic height is computed by dividing the NAVD 88
 DE8612.geopotential number by the normal gravity value computed on the
 DE8612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8612.degrees latitude (g = 980.6199 gals.).
 DE8612
 DE8612.The modeled gravity was interpolated from observed gravity values.
 DE8612
 DE8612;                    North         East    Units  Estimated Accuracy
 DE8612;SPC FL E     -   570,360.      146,820.      MT  (+/- 180 meters Scaled)
 DE8612
 DE8612                          SUPERSEDED SURVEY CONTROL
 DE8612
 DE8612.No superseded survey control is available for this station.
 DE8612
 DE8612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN468612(NAD 83)
 DE8612_MARKER: DD = SURVEY DISK
 DE8612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE8612_SP_SET: BOX CULVERT
 DE8612_STAMPING: 16 CMP 1969
 DE8612_MARK LOGO: DI    
 DE8612_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8612+STABILITY: SURFACE MOTION
 DE8612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8612+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 DE8612
 DE8612  HISTORY     - Date     Condition        Report By
 DE8612  HISTORY     - 1969     MONUMENTED       DI
 DE8612  HISTORY     - 20010511 GOOD             FLDEP
 DE8612  HISTORY     - 20020712 GOOD             FLDEP
 DE8612
 DE8612                          STATION DESCRIPTION
 DE8612
 DE8612'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE8612'THE MARK IS ABOUT 20.5 MI SOUTHEAST OF PALAKE, 4.5 MI NORTHWEST OF
 DE8612'CRESCENT CITY, 3.0 MI SOUTHEAST OF POMONA PARK, IN SECTION 2, TOWNSHIP
 DE8612'12 SOUTH, RANGE 27 EAST.
 DE8612' 
 DE8612'TO REACH THE MARK FROM THE INTERSECTION OF CENTER AVENUE AND U.S.
 DE8612'HIGHWAY 17 (SUMMIT STREET) IN CRESCENT CITY, GO NORTH ON U.S. HIGHWAY
 DE8612'17 (SUMMIT STREET) FOR 0.4 MI TO THE POST OFFICE ON THE LEFT, CONTINUE
 DE8612'NORTH ON U.S. HIGHWAY 17 (SUMMIT STREET) FOR 4.1 MI TO THE MARK ON THE
 DE8612'RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST END OF THE HEADWALL FOR
 DE8612'THE CONCRETE BOX CULVERT.
 DE8612' 
 DE8612'LOCATED 26.5 FT SOUTHEAST OF THE NORTH END OF A GUARDRAIL, 26.3 FT
 DE8612'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 17, 6.2 FT NORTHEAST OF A
 DE8612'METAL GUARDRAIL AND 0.7 FT SOUTHEAST OF THE NORTH END OF THE HEADWALL.
 DE8612'
 DE8612
 DE8612                          STATION RECOVERY (2002)
 DE8612
 DE8612'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8612'RECOVERED AS DESCRIBED.
 DE8612'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI4795 ***********************************************************************
 AI4795  DESIGNATION -  16 FPV
 AI4795  PID         -  AI4795
 AI4795  STATE/COUNTY-  FL/COLUMBIA
 AI4795  USGS QUAD   -  BENTON (1993)
 AI4795
 AI4795                         *CURRENT SURVEY CONTROL
 AI4795  ___________________________________________________________________
 AI4795* NAD 83(1986)-  30 23 16.     (N)    082 37 39.     (W)     SCALED    
 AI4795* NAVD 88     -        35.899  (meters)     117.78   (feet)  ADJUSTED  
 AI4795  ___________________________________________________________________
 AI4795  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AI4795  DYNAMIC HT  -          35.852 (meters)     117.62  (feet)  COMP
 AI4795  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 AI4795
 AI4795  VERT ORDER  -  SECOND    CLASS I
 AI4795
 AI4795.The horizontal coordinates were scaled from a topographic map and have
 AI4795.an estimated accuracy of +/- 6 seconds.
 AI4795
 AI4795.The orthometric height was determined by differential leveling
 AI4795.and adjusted by the National Geodetic Survey in July 2004..
 AI4795
 AI4795.The geoid height was determined by GEOID03.
 AI4795
 AI4795.The dynamic height is computed by dividing the NAVD 88
 AI4795.geopotential number by the normal gravity value computed on the
 AI4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4795.degrees latitude (g = 980.6199 gals.).
 AI4795
 AI4795.The modeled gravity was interpolated from observed gravity values.
 AI4795
 AI4795;                    North         East    Units  Estimated Accuracy
 AI4795;SPC FL N     -   155,310.      779,950.      MT  (+/- 180 meters Scaled)
 AI4795
 AI4795                          SUPERSEDED SURVEY CONTROL
 AI4795
 AI4795.No superseded survey control is available for this station.
 AI4795
 AI4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP436628(NAD 83)
 AI4795_MARKER: DB = BENCH MARK DISK
 AI4795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI4795_SP_SET: CULVERT HEADWALL
 AI4795_STAMPING: ET 16 FPV 118 FT 1959
 AI4795_MARK LOGO: USGS  
 AI4795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI4795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4795+STABILITY: SURFACE MOTION
 AI4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4795+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1992
 AI4795
 AI4795  HISTORY     - Date     Condition        Report By
 AI4795  HISTORY     - 1959     MONUMENTED       USGS
 AI4795  HISTORY     - 19920126 GOOD             FLDNR
 AI4795
 AI4795                          STATION DESCRIPTION
 AI4795
 AI4795'DESCRIBED BY FL DEPT OF NAT RES 1992 (PBM)
 AI4795'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTH OF LAKE CITY, IN SECTON 20,
 AI4795'T 2 S, R 17 E. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AI4795'441 AND INTERSTATE 10 (EXIT 44), GO NORTH ON U.S. HIGHWAY 441 FOR
 AI4795'10.55 MI (16.98 KM) TO THE MARK ON THE RIGHT, SET IN THE CENTER AND ON
 AI4795'TOP OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 441, FLUSH WITH THE
 AI4795'GROUND AND LEVEL WITH THE ROAD. LOCATED 127.2 FT (38.8 M) SOUTHEAST OF
 AI4795'THE APPROXIMATE CENTERLINE OF A SAND ROAD LEADING EAST AND 16.3 FT
 AI4795'(5.0 M) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 441.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5138 ***********************************************************************
 AK5138  DESIGNATION -  1.6 TEMP PAA
 AK5138  PID         -  AK5138
 AK5138  STATE/COUNTY-  FL/BREVARD
 AK5138  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5138
 AK5138                         *CURRENT SURVEY CONTROL
 AK5138  ___________________________________________________________________
 AK5138* NAD 83(1986)-  28 26 37.     (N)    080 33 29.     (W)     SCALED    
 AK5138* NAVD 88     -         2.577  (meters)       8.45   (feet)  ADJUSTED  
 AK5138  ___________________________________________________________________
 AK5138  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5138  DYNAMIC HT  -           2.574 (meters)       8.44  (feet)  COMP
 AK5138  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 AK5138
 AK5138  VERT ORDER  -  FIRST     CLASS II
 AK5138
 AK5138.The horizontal coordinates were scaled from a topographic map and have
 AK5138.an estimated accuracy of +/- 6 seconds.
 AK5138
 AK5138.The orthometric height was determined by differential leveling
 AK5138.and adjusted by the National Geodetic Survey in June 1991..
 AK5138
 AK5138.The geoid height was determined by GEOID03.
 AK5138
 AK5138.The dynamic height is computed by dividing the NAVD 88
 AK5138.geopotential number by the normal gravity value computed on the
 AK5138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5138.degrees latitude (g = 980.6199 gals.).
 AK5138
 AK5138.The modeled gravity was interpolated from observed gravity values.
 AK5138
 AK5138;                    North         East    Units  Estimated Accuracy
 AK5138;SPC FL E     -   455,450.      243,290.      MT  (+/- 180 meters Scaled)
 AK5138
 AK5138                          SUPERSEDED SURVEY CONTROL
 AK5138
 AK5138  NGVD 29 (09/01/92)    2.951  (m)            9.68   (f) ADJUSTED    1 2
 AK5138
 AK5138.Superseded values are not recommended for survey control.
 AK5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5138.See file dsdata.txt to determine how the superseded data were derived.
 AK5138
 AK5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM432464(NAD 83)
 AK5138_MARKER: DD = SURVEY DISK
 AK5138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK5138_SP_SET: BUILDING
 AK5138_STAMPING: 1.6 TEMP PAA
 AK5138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5138
 AK5138  HISTORY     - Date     Condition        Report By
 AK5138  HISTORY     - UNK      MONUMENTED       DOD
 AK5138  HISTORY     - 1976     GOOD             DOD
 AK5138
 AK5138                          STATION DESCRIPTION
 AK5138
 AK5138'DESCRIBED BY US DEPARTMENT OF DEFENSE 1976
 AK5138'IN CAPE CANAVERAL MISSILE BASE.
 AK5138'LOCATED AT THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING NO
 AK5138'5-01248.  116 FEET SOUTHEAST OF THE EAST EDGE OF PIER ROAD AND 6 FEET
 AK5138'NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.  THE DISK IS
 AK5138'CEMENTED IN THE TOP OF AN 8 X 8 INCH CONCRETE POST AND THE POST IS SET
 AK5138'FLUSH WITH A BLACK-TOP SURFACE.  TO REACH FROM THE SOUTH END OF CAPE
 AK5138'CANAVERAL MISSILE BASE, AT A T INTERSECTION OF CAPE ROAD AND PIER
 AK5138'ROAD.  GO EASTERLY AND NORTHEASTERLY ON PIER ROAD FOR 2.55 MILES TO
 AK5138'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1290 ***********************************************************************
 AG1290  DESIGNATION -  16 V OFFSET 1943
 AG1290  PID         -  AG1290
 AG1290  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1290  USGS QUAD   -  BRANDON (1987)
 AG1290
 AG1290                         *CURRENT SURVEY CONTROL
 AG1290  ___________________________________________________________________
 AG1290* NAD 83(1990)-  27 56 15.73812(N)    082 16 21.55593(W)     ADJUSTED  
 AG1290* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AG1290  ___________________________________________________________________
 AG1290  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AG1290  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AG1290
 AG1290  HORZ ORDER  -  THIRD
 AG1290
 AG1290.The horizontal coordinates were established by classical geodetic methods
 AG1290.and adjusted by the National Geodetic Survey in May 1991..
 AG1290
 AG1290.The orthometric height was scaled from a topographic map.
 AG1290
 AG1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1290
 AG1290.The geoid height was determined by GEOID03.
 AG1290
 AG1290;                    North         East     Units Scale Factor Converg.
 AG1290;SPC FL W     -   399,335.841   173,167.316   MT  0.99995006   -0 07 39.9
 AG1290;SPC FL W     - 1,310,154.34    568,133.10   sFT  0.99995006   -0 07 39.9
 AG1290;UTM  17      - 3,090,953.234   374,791.702   MT  0.99979350   -0 35 46.8
 AG1290
 AG1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1290!SPC FL W     -   1.00000008  x   0.99995006  =   0.99995014
 AG1290!UTM  17      -   1.00000008  x   0.99979350  =   0.99979358
 AG1290
 AG1290|---------------------------------------------------------------------|
 AG1290| PID    Reference Object                     Distance      Geod. Az  |
 AG1290|                                                           dddmmss.s |
 AG1290| AG1295 16 V 1943                            10.741 METERS 00044     |
 AG1290| AG1289 15 V                                APPROX. 0.9 KM 2703634.9 |
 AG1290|---------------------------------------------------------------------|
 AG1290
 AG1290                          SUPERSEDED SURVEY CONTROL
 AG1290
 AG1290  NAD 83(1986)-  27 56 15.75342(N)    082 16 21.57676(W) AD(       ) 3
 AG1290  NAD 27      -  27 56 14.67018(N)    082 16 22.24489(W) AD(       ) 3
 AG1290
 AG1290.Superseded values are not recommended for survey control.
 AG1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1290.See file dsdata.txt to determine how the superseded data were derived.
 AG1290
 AG1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7479290953(NAD 83)
 AG1290_MARKER: Z = SEE DESCRIPTION
 AG1290_SETTING: 0 = UNSPECIFIED SETTING
 AG1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1290
 AG1290  HISTORY     - Date     Condition        Report By
 AG1290  HISTORY     - 1943     MONUMENTED       CGS
 AG1290  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1290
 AG1290                          STATION DESCRIPTION
 AG1290
 AG1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1290'STATION NOT RECOVERED.  REFERENCE MARK 1 FOUND LEANING, AND
 AG1290'THE CONCRETE MONUMENT BROKEN BENEATH THE GROUND.  DISK REMOVED
 AG1290'BY THIS PARTY.  STATION EVIDENTLY DESTROYED DURING THE
 AG1290'RECONSTRUCTION OF THE HIGHWAY.
 AG1290'
 AG1290'ACCORDING TO THE HORIZONTAL ANGLE BOOK, NO OTHER REFERENCE
 AG1290'MARK WAS ESTABLISHED.
 AG1290'
 AG1290'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0074 ***********************************************************************
 AG0074  DESIGNATION -  160 FLHD
 AG0074  PID         -  AG0074
 AG0074  STATE/COUNTY-  FL/PINELLAS
 AG0074  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0074
 AG0074                         *CURRENT SURVEY CONTROL
 AG0074  ___________________________________________________________________
 AG0074* NAD 83(1986)-  27 53 37.     (N)    082 40 41.     (W)     SCALED    
 AG0074* NAVD 88     -         1.639  (meters)       5.38   (feet)  ADJUSTED  
 AG0074  ___________________________________________________________________
 AG0074  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0074  DYNAMIC HT  -           1.637 (meters)       5.37  (feet)  COMP
 AG0074  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AG0074
 AG0074  VERT ORDER  -  SECOND    CLASS II
 AG0074
 AG0074.The horizontal coordinates were scaled from a topographic map and have
 AG0074.an estimated accuracy of +/- 6 seconds.
 AG0074
 AG0074.The orthometric height was determined by differential leveling
 AG0074.and adjusted by the National Geodetic Survey in June 1991..
 AG0074
 AG0074.The geoid height was determined by GEOID03.
 AG0074
 AG0074.The dynamic height is computed by dividing the NAVD 88
 AG0074.geopotential number by the normal gravity value computed on the
 AG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0074.degrees latitude (g = 980.6199 gals.).
 AG0074
 AG0074.The modeled gravity was interpolated from observed gravity values.
 AG0074
 AG0074;                    North         East    Units  Estimated Accuracy
 AG0074;SPC FL W     -   394,610.      133,240.      MT  (+/- 180 meters Scaled)
 AG0074
 AG0074                          SUPERSEDED SURVEY CONTROL
 AG0074
 AG0074  NGVD 29 (??/??/92)    1.902  (m)            6.24   (f) ADJ UNCH    2 2
 AG0074
 AG0074.Superseded values are not recommended for survey control.
 AG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0074.See file dsdata.txt to determine how the superseded data were derived.
 AG0074
 AG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL348865(NAD 83)
 AG0074_MARKER: DD = SURVEY DISK
 AG0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0074_SP_SET: CULVERT
 AG0074_STAMPING: 160
 AG0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0074
 AG0074  HISTORY     - Date     Condition        Report By
 AG0074  HISTORY     - UNK      MONUMENTED       FLHD
 AG0074  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0074
 AG0074                          STATION DESCRIPTION
 AG0074
 AG0074'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0074'1 MI NW FROM ST PETERSBURG.
 AG0074'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0074'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 2.65 MILES
 AG0074'TO THE JUNCTION OF EVERGREEN AVENUE (34TH STREET).  STATION ON
 AG0074'RIGHT, 105.0 FT. SOUTH OF THE CENTERLINE OF S.R. 688, 25.5 FT.
 AG0074'EAST OF THE CENTERLINE OF EVERGREEN AVENUE, 75.0 FT. E/SE OF
 AG0074'POWER POLE, NUMBER 201.  SET IN TOP OF THE NORTH END OF PIPE
 AG0074'CULVERT.  SECTION 11, T30S, R16E.
 AG0074
 AG0074                          STATION RECOVERY (1999)
 AG0074
 AG0074'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0065 ***********************************************************************
 AG0065  DESIGNATION -  161 FLHD
 AG0065  PID         -  AG0065
 AG0065  STATE/COUNTY-  FL/PINELLAS
 AG0065  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0065
 AG0065                         *CURRENT SURVEY CONTROL
 AG0065  ___________________________________________________________________
 AG0065* NAD 83(1986)-  27 53 37.     (N)    082 40 35.     (W)     SCALED    
 AG0065* NAVD 88     -         1.859  (meters)       6.10   (feet)  ADJUSTED  
 AG0065  ___________________________________________________________________
 AG0065  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0065  DYNAMIC HT  -           1.856 (meters)       6.09  (feet)  COMP
 AG0065  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AG0065
 AG0065  VERT ORDER  -  SECOND    CLASS II
 AG0065
 AG0065.The horizontal coordinates were scaled from a topographic map and have
 AG0065.an estimated accuracy of +/- 6 seconds.
 AG0065
 AG0065.The orthometric height was determined by differential leveling
 AG0065.and adjusted by the National Geodetic Survey in June 1991..
 AG0065
 AG0065.The geoid height was determined by GEOID03.
 AG0065
 AG0065.The dynamic height is computed by dividing the NAVD 88
 AG0065.geopotential number by the normal gravity value computed on the
 AG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0065.degrees latitude (g = 980.6199 gals.).
 AG0065
 AG0065.The modeled gravity was interpolated from observed gravity values.
 AG0065
 AG0065;                    North         East    Units  Estimated Accuracy
 AG0065;SPC FL W     -   394,600.      133,410.      MT  (+/- 180 meters Scaled)
 AG0065
 AG0065                          SUPERSEDED SURVEY CONTROL
 AG0065
 AG0065  NGVD 29 (??/??/92)    2.122  (m)            6.96   (f) ADJ UNCH    2 2
 AG0065
 AG0065.Superseded values are not recommended for survey control.
 AG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0065.See file dsdata.txt to determine how the superseded data were derived.
 AG0065
 AG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL349865(NAD 83)
 AG0065_MARKER: DD = SURVEY DISK
 AG0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0065_SP_SET: CULVERT
 AG0065_STAMPING: 161
 AG0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0065
 AG0065  HISTORY     - Date     Condition        Report By
 AG0065  HISTORY     - UNK      MONUMENTED       FLHD
 AG0065  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0065
 AG0065                          STATION DESCRIPTION
 AG0065
 AG0065'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0065'1.0 MI NW FROM ST PETERSBURG.
 AG0065'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0065'(ULMERTON ROAD), RUN EASTERLY ALONG S. R. 688 FOR 2.75 MILES.
 AG0065'STATION ON RIGHT, 460.0 FT. EAST OF THE CENTERLINE OF 34TH STREET
 AG0065'N. (EVERGREEN AVENUE), 196.0 FT. SOUTH OF THE CENTERLINE OF S.R.
 AG0065'688.  SET IN SOUTH END OF THE EAST SIDE OF A BOX CULVERT.
 AG0065'SECTION 11, T30S, R16E.  NOTE-- BOX CULVERT IS PART OF THE OLD
 AG0065'ROOSEVELT BLVD.
 AG0065
 AG0065                          STATION RECOVERY (1999)
 AG0065
 AG0065'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9103 ***********************************************************************
 DE9103  DESIGNATION -  16.2 300 Z
 DE9103  PID         -  DE9103
 DE9103  STATE/COUNTY-  FL/MANATEE
 DE9103  USGS QUAD   -  KEENTOWN (1987)
 DE9103
 DE9103                         *CURRENT SURVEY CONTROL
 DE9103  ___________________________________________________________________
 DE9103* NAD 83(1986)-  27 35 22.     (N)    082 14 43.     (W)     SCALED    
 DE9103* NAVD 88     -        39.767  (meters)     130.47   (feet)  ADJUSTED  
 DE9103  ___________________________________________________________________
 DE9103  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 DE9103  DYNAMIC HT  -          39.707 (meters)     130.27  (feet)  COMP
 DE9103  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 DE9103
 DE9103  VERT ORDER  -  SECOND    CLASS I
 DE9103
 DE9103.The horizontal coordinates were scaled from a topographic map and have
 DE9103.an estimated accuracy of +/- 6 seconds.
 DE9103
 DE9103.The orthometric height was determined by differential leveling
 DE9103.and adjusted by the National Geodetic Survey in May 2004..
 DE9103
 DE9103.The geoid height was determined by GEOID03.
 DE9103
 DE9103.The dynamic height is computed by dividing the NAVD 88
 DE9103.geopotential number by the normal gravity value computed on the
 DE9103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9103.degrees latitude (g = 980.6199 gals.).
 DE9103
 DE9103.The modeled gravity was interpolated from observed gravity values.
 DE9103
 DE9103;                    North         East    Units  Estimated Accuracy
 DE9103;SPC FL W     -   360,740.      175,790.      MT  (+/- 180 meters Scaled)
 DE9103
 DE9103                          SUPERSEDED SURVEY CONTROL
 DE9103
 DE9103.No superseded survey control is available for this station.
 DE9103
 DE9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL770523(NAD 83)
 DE9103_MARKER: DD = SURVEY DISK
 DE9103_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9103+WITH SETTING: INFORMATION.
 DE9103_STAMPING: 16.2-300Z LB 262
 DE9103_MARK LOGO: GULFST
 DE9103_PROJECTION: RECESSED 10 CENTIMETERS
 DE9103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9103+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE9103
 DE9103  HISTORY     - Date     Condition        Report By
 DE9103  HISTORY     - UNK      MONUMENTED       GULFST
 DE9103  HISTORY     - 20020529 GOOD             FLDEP
 DE9103
 DE9103                          STATION DESCRIPTION
 DE9103
 DE9103'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9103'THE MARK IS ABOUT 11.3 MI EAST OF PARRISH, IN SECTION 19, TOWNSHIP 33
 DE9103'SOUTH, RANGE 21 EAST.
 DE9103' 
 DE9103'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9103'62 IN PARRISH, GO
 DE9103'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9103'ON THE LEFT,
 DE9103'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9103'ROAD ON THE LEFT,
 DE9103'CONTINUE EAST ON STATE ROAD 62 FOR 3.0 MI TO THE MARK ON THE RIGHT, A
 DE9103'ROD AND DISC SET IN
 DE9103'CONCRETE RECESSED 0.4 FT BELOW THE LEVEL OF A 6-INCH PVC PIPE, FLUSH
 DE9103'WITH THE GROUND AND
 DE9103'ABOUT 0.3 FT BELOW THE LEVEL OF STATE ROAD 62.
 DE9103' 
 DE9103'LOCATED 102.5 FT SOUTH-SOUTHEAST OF A POWER POLE, 101.6 WEST OF THE
 DE9103'APPROXIMATE
 DE9103'CENTERLINE OF AN ASPHALT DRIVEWAY AT 28821 STATE ROAD 62, 70.2 FT WEST
 DE9103'OF A WOODEN
 DE9103'FENCE CORNER POST, 41.6 FT SOUTH-SOUTHWEST OF THE APPROXIMATE
 DE9103'CENTERLINE OF STATE
 DE9103'ROAD 62, 30.2 FT SOUTH-SOUTHWEST OF THE EDGE OF THE PAVEMENT OF STATE
 DE9103'ROAD 62, 2.0 FT
 DE9103'NORTH OF A BARB WIRE FENCE AND 1.0 FT NORTH OF A CARSONITE WITNESS
 DE9103'POST.
 DE9103' 
 DE9103' 
 DE9103'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0066 ***********************************************************************
 AG0066  DESIGNATION -  162 FLHD
 AG0066  PID         -  AG0066
 AG0066  STATE/COUNTY-  FL/PINELLAS
 AG0066  USGS QUAD   -  ST PETERSBURG (1987)
 AG0066
 AG0066                         *CURRENT SURVEY CONTROL
 AG0066  ___________________________________________________________________
 AG0066* NAD 83(1986)-  27 52 30.     (N)    082 39 13.     (W)     SCALED    
 AG0066* NAVD 88     -         1.714  (meters)       5.62   (feet)  ADJUSTED  
 AG0066  ___________________________________________________________________
 AG0066  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0066  DYNAMIC HT  -           1.712 (meters)       5.62  (feet)  COMP
 AG0066  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AG0066
 AG0066  VERT ORDER  -  FIRST     CLASS II
 AG0066
 AG0066.The horizontal coordinates were scaled from a topographic map and have
 AG0066.an estimated accuracy of +/- 6 seconds.
 AG0066
 AG0066.The orthometric height was determined by differential leveling
 AG0066.and adjusted by the National Geodetic Survey in June 1991..
 AG0066
 AG0066.The geoid height was determined by GEOID03.
 AG0066
 AG0066.The dynamic height is computed by dividing the NAVD 88
 AG0066.geopotential number by the normal gravity value computed on the
 AG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0066.degrees latitude (g = 980.6199 gals.).
 AG0066
 AG0066.The modeled gravity was interpolated from observed gravity values.
 AG0066
 AG0066;                    North         East    Units  Estimated Accuracy
 AG0066;SPC FL W     -   392,530.      135,640.      MT  (+/- 180 meters Scaled)
 AG0066
 AG0066                          SUPERSEDED SURVEY CONTROL
 AG0066
 AG0066  NGVD 29 (??/??/92)    1.976  (m)            6.48   (f) ADJ UNCH    1 2
 AG0066
 AG0066.Superseded values are not recommended for survey control.
 AG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0066.See file dsdata.txt to determine how the superseded data were derived.
 AG0066
 AG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL372844(NAD 83)
 AG0066_MARKER: DD = SURVEY DISK
 AG0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0066_SP_SET: CULVERT
 AG0066_STAMPING: 162
 AG0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0066
 AG0066  HISTORY     - Date     Condition        Report By
 AG0066  HISTORY     - UNK      MONUMENTED       FLHD
 AG0066  HISTORY     - 1975     GOOD             FLDT
 AG0066  HISTORY     - 1978     GOOD             NGS
 AG0066  HISTORY     - 1989     GOOD             USPSQD
 AG0066
 AG0066                          STATION DESCRIPTION
 AG0066
 AG0066'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0066'AT ST PETERSBURG.
 AG0066'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0066'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0066'ROOSEVELT BLVD. FOR 2.1 MILE.  STATION ON RIGHT, 77.4 FT. SW OF
 AG0066'THE CENTERLINE OF ROOSEVELT BLVD., 21.7 FT. NW OF THE SE END OF
 AG0066'BOX CULVERT.  SET IN TOP OF A BOX CULVERT HEADWALL.  SECTION 13,
 AG0066'T 30 S, R 16 E.
 AG0066
 AG0066                          STATION RECOVERY (1978)
 AG0066
 AG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG0066'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 686 FROM THE JUNCTION
 AG0066'OF STATE HIGHWAYS 686, 687 AND 92 IN ST. PETERSBURG TO THE MARK
 AG0066'ON THE LEFT, SET IN TOP AND IN THE CENTER OF A LARGE BOX CULVERT,
 AG0066'48.5 FEET EAST OF LIGHT POLE NUMBER 267, 41 FEET SOUTH OF A METAL
 AG0066'GUARDRAIL, 41 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 AG0066'THE MARK IS 1 FT BELOW HIGHWAY.
 AG0066
 AG0066                          STATION RECOVERY (1989)
 AG0066
 AG0066'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0067 ***********************************************************************
 AG0067  DESIGNATION -  163 FLHD
 AG0067  PID         -  AG0067
 AG0067  STATE/COUNTY-  FL/PINELLAS
 AG0067  USGS QUAD   -  ST PETERSBURG (1987)
 AG0067
 AG0067                         *CURRENT SURVEY CONTROL
 AG0067  ___________________________________________________________________
 AG0067* NAD 83(1986)-  27 52 13.     (N)    082 38 47.     (W)     SCALED    
 AG0067* NAVD 88     -         1.319  (meters)       4.33   (feet)  ADJUSTED  
 AG0067  ___________________________________________________________________
 AG0067  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0067  DYNAMIC HT  -           1.317 (meters)       4.32  (feet)  COMP
 AG0067  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 AG0067
 AG0067  VERT ORDER  -  SECOND    CLASS II
 AG0067
 AG0067.The horizontal coordinates were scaled from a topographic map and have
 AG0067.an estimated accuracy of +/- 6 seconds.
 AG0067
 AG0067.The orthometric height was determined by differential leveling
 AG0067.and adjusted by the National Geodetic Survey in June 1991..
 AG0067
 AG0067.The geoid height was determined by GEOID03.
 AG0067
 AG0067.The dynamic height is computed by dividing the NAVD 88
 AG0067.geopotential number by the normal gravity value computed on the
 AG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0067.degrees latitude (g = 980.6199 gals.).
 AG0067
 AG0067.The modeled gravity was interpolated from observed gravity values.
 AG0067
 AG0067;                    North         East    Units  Estimated Accuracy
 AG0067;SPC FL W     -   392,000.      136,350.      MT  (+/- 180 meters Scaled)
 AG0067
 AG0067                          SUPERSEDED SURVEY CONTROL
 AG0067
 AG0067  NGVD 29 (??/??/92)    1.581  (m)            5.19   (f) ADJ UNCH    2 2
 AG0067
 AG0067.Superseded values are not recommended for survey control.
 AG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0067.See file dsdata.txt to determine how the superseded data were derived.
 AG0067
 AG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379839(NAD 83)
 AG0067_MARKER: DD = SURVEY DISK
 AG0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0067_SP_SET: HEADWALL
 AG0067_STAMPING: 163
 AG0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0067+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 AG0067
 AG0067  HISTORY     - Date     Condition        Report By
 AG0067  HISTORY     - UNK      MONUMENTED       FLHD
 AG0067  HISTORY     - 1975     GOOD             FLDT
 AG0067  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0067  HISTORY     - 19991129 GOOD             USPSQD
 AG0067  HISTORY     - 20010331 GOOD             NGS
 AG0067  HISTORY     - 20040430 GOOD             USPSQD
 AG0067
 AG0067                          STATION DESCRIPTION
 AG0067
 AG0067'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0067'AT ST PETERSBURG.
 AG0067'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0067'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0067'ROOSEVELT BLVD. FOR 2.5 MILES TO THE JUNCTION OF 9TH STREET N.
 AG0067'STATION ON LEFT, IN THE NE CORNER, 67.7 FT. NORTH OF THE
 AG0067'CENTERLINE OF ROOSEVELT BLVD., 195.0 FT. EAST OF THE CENTERLINE
 AG0067'OF 9TH STREET N.  SET IN TOP OF A CONCRETE HEADWALL.  SECTION 18,
 AG0067'T 30 S, R 17 E.
 AG0067
 AG0067                          STATION RECOVERY (1989)
 AG0067
 AG0067'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0067'MARK NOT FOUND.
 AG0067
 AG0067                          STATION RECOVERY (1999)
 AG0067
 AG0067'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0067'RECOVERED IN GOOD CONDITION.
 AG0067
 AG0067                          STATION RECOVERY (2001)
 AG0067
 AG0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0067
 AG0067                          STATION RECOVERY (2004)
 AG0067
 AG0067'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0067'CHANGE DESCRIPTION TO READ  THE MARK IS LOCATED 157.5 FEET NORTH OF A
 AG0067'TRAFFIC LIGHT POLE ON NORTHEAST SIDE OF INTERSECTION OF ROOSEVELT BLVD
 AG0067'AND 9TH STREET, APPROXIMATELY 12 FEET EAST OF EDGE OF 9TH STREET, SET
 AG0067'IN THE TOP OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0068 ***********************************************************************
 AG0068  DESIGNATION -  164 FLHD
 AG0068  PID         -  AG0068
 AG0068  STATE/COUNTY-  FL/PINELLAS
 AG0068  USGS QUAD   -  ST PETERSBURG (1987)
 AG0068
 AG0068                         *CURRENT SURVEY CONTROL
 AG0068  ___________________________________________________________________
 AG0068* NAD 83(1986)-  27 51 49.     (N)    082 38 17.     (W)     SCALED    
 AG0068* NAVD 88     -         1.346  (meters)       4.42   (feet)  ADJUSTED  
 AG0068  ___________________________________________________________________
 AG0068  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0068  DYNAMIC HT  -           1.344 (meters)       4.41  (feet)  COMP
 AG0068  MODELED GRAV-     979,181.3   (mgal)                       NAVD 88
 AG0068
 AG0068  VERT ORDER  -  SECOND    CLASS II
 AG0068
 AG0068.The horizontal coordinates were scaled from a topographic map and have
 AG0068.an estimated accuracy of +/- 6 seconds.
 AG0068
 AG0068.The orthometric height was determined by differential leveling
 AG0068.and adjusted by the National Geodetic Survey in June 1991..
 AG0068
 AG0068.The geoid height was determined by GEOID03.
 AG0068
 AG0068.The dynamic height is computed by dividing the NAVD 88
 AG0068.geopotential number by the normal gravity value computed on the
 AG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0068.degrees latitude (g = 980.6199 gals.).
 AG0068
 AG0068.The modeled gravity was interpolated from observed gravity values.
 AG0068
 AG0068;                    North         East    Units  Estimated Accuracy
 AG0068;SPC FL W     -   391,260.      137,160.      MT  (+/- 180 meters Scaled)
 AG0068
 AG0068                          SUPERSEDED SURVEY CONTROL
 AG0068
 AG0068  NGVD 29 (??/??/92)    1.606  (m)            5.27   (f) ADJ UNCH    2 2
 AG0068
 AG0068.Superseded values are not recommended for survey control.
 AG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0068.See file dsdata.txt to determine how the superseded data were derived.
 AG0068
 AG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387831(NAD 83)
 AG0068_MARKER: DD = SURVEY DISK
 AG0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0068_SP_SET: CONCRETE INLET
 AG0068_STAMPING: 164
 AG0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0068
 AG0068  HISTORY     - Date     Condition        Report By
 AG0068  HISTORY     - UNK      MONUMENTED       FLHD
 AG0068  HISTORY     - 1975     GOOD             FLDT
 AG0068  HISTORY     - 1989     GOOD             USPSQD
 AG0068  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0068  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0068
 AG0068                          STATION DESCRIPTION
 AG0068
 AG0068'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0068'AT ST PETERSBURG.
 AG0068'STATION IS LOCATED AT THE INTERSECTION OF ROOSEVELT BLVD. EAST
 AG0068'(S.R. 686) AND 4TH STREET N. (S.R. 687).  STATION IS THE SE
 AG0068'CORNER, 64.0 FT. SOUTH OF THE CENTERLINE OF ROOSEVELT BLVD.,
 AG0068'34.6 FT. EAST OF THE CENTERLINE OF 4TH STREET N.  SET IN THE
 AG0068'TOP OF A CONCRETE INLET.  SECTION 19, T 30 S, R 17 E.
 AG0068
 AG0068                          STATION RECOVERY (1989)
 AG0068
 AG0068'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0068'RECOVERED IN GOOD CONDITION.
 AG0068
 AG0068                          STATION RECOVERY (1999)
 AG0068
 AG0068'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0068'MARK NOT FOUND.
 AG0068
 AG0068                          STATION RECOVERY (2001)
 AG0068
 AG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0068'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1928 ***********************************************************************
 BE1928  DESIGNATION -  165 CMP USGS
 BE1928  PID         -  BE1928
 BE1928  STATE/COUNTY-  FL/WAKULLA
 BE1928  USGS QUAD   -  CRAWFORDVILLE EAST (1972)
 BE1928
 BE1928                         *CURRENT SURVEY CONTROL
 BE1928  ___________________________________________________________________
 BE1928* NAD 83(1986)-  30 08 38.     (N)    084 18 06.     (W)     SCALED    
 BE1928* NAVD 88     -         3.918  (meters)      12.85   (feet)  ADJUSTED  
 BE1928  ___________________________________________________________________
 BE1928  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BE1928  DYNAMIC HT  -           3.913 (meters)      12.84  (feet)  COMP
 BE1928  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BE1928
 BE1928  VERT ORDER  -  FIRST     CLASS II
 BE1928
 BE1928.The horizontal coordinates were scaled from a topographic map and have
 BE1928.an estimated accuracy of +/- 6 seconds.
 BE1928
 BE1928.The orthometric height was determined by differential leveling
 BE1928.and adjusted by the National Geodetic Survey in June 1991..
 BE1928
 BE1928.The geoid height was determined by GEOID03.
 BE1928
 BE1928.The dynamic height is computed by dividing the NAVD 88
 BE1928.geopotential number by the normal gravity value computed on the
 BE1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1928.degrees latitude (g = 980.6199 gals.).
 BE1928
 BE1928.The modeled gravity was interpolated from observed gravity values.
 BE1928
 BE1928;                    North         East    Units  Estimated Accuracy
 BE1928;SPC FL N     -   126,810.      619,110.      MT  (+/- 180 meters Scaled)
 BE1928
 BE1928                          SUPERSEDED SURVEY CONTROL
 BE1928
 BE1928.No superseded survey control is available for this station.
 BE1928
 BE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU599378(NAD 83)
 BE1928_MARKER: DD = SURVEY DISK
 BE1928_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1928_SP_SET: HEADWALL
 BE1928_STAMPING: 165 CMP 1970
 BE1928_MARK LOGO: USGS  
 BE1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1928+STABILITY: SURFACE MOTION
 BE1928
 BE1928  HISTORY     - Date     Condition        Report By
 BE1928  HISTORY     - 1970     MONUMENTED       USGS
 BE1928  HISTORY     - 1981     GOOD             NGS
 BE1928  HISTORY     - 19981117 GOOD             USPSQD
 BE1928
 BE1928                          STATION DESCRIPTION
 BE1928
 BE1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1928'14.3 KM (8.9 MI) WSW FROM NEWPORT.
 BE1928'14.3 KILOMETERS (8.9 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1928'THE WEST END OF THE HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE1928'NEWPORT, TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 BE1928'SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 10.06 METERS (33
 BE1928'FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.39 METER (1.3
 BE1928'FEET) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BE1928'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 BE1928'THE MARK IS 0.3 M BELOW HIGHWAY.
 BE1928
 BE1928                          STATION RECOVERY (1998)
 BE1928
 BE1928'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0069 ***********************************************************************
 AG0069  DESIGNATION -  165 FLHD
 AG0069  PID         -  AG0069
 AG0069  STATE/COUNTY-  FL/PINELLAS
 AG0069  USGS QUAD   -  ST PETERSBURG (1987)
 AG0069
 AG0069                         *CURRENT SURVEY CONTROL
 AG0069  ___________________________________________________________________
 AG0069* NAD 83(1986)-  27 51 37.     (N)    082 38 17.     (W)     SCALED    
 AG0069* NAVD 88     -         0.851  (meters)       2.79   (feet)  ADJUSTED  
 AG0069  ___________________________________________________________________
 AG0069  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0069  DYNAMIC HT  -           0.850 (meters)       2.79  (feet)  COMP
 AG0069  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG0069
 AG0069  VERT ORDER  -  SECOND    CLASS II
 AG0069
 AG0069.The horizontal coordinates were scaled from a topographic map and have
 AG0069.an estimated accuracy of +/- 6 seconds.
 AG0069
 AG0069.The orthometric height was determined by differential leveling
 AG0069.and adjusted by the National Geodetic Survey in June 1991..
 AG0069
 AG0069.The geoid height was determined by GEOID03.
 AG0069
 AG0069.The dynamic height is computed by dividing the NAVD 88
 AG0069.geopotential number by the normal gravity value computed on the
 AG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0069.degrees latitude (g = 980.6199 gals.).
 AG0069
 AG0069.The modeled gravity was interpolated from observed gravity values.
 AG0069
 AG0069;                    North         East    Units  Estimated Accuracy
 AG0069;SPC FL W     -   390,890.      137,160.      MT  (+/- 180 meters Scaled)
 AG0069
 AG0069                          SUPERSEDED SURVEY CONTROL
 AG0069
 AG0069  NGVD 29 (??/??/92)    1.112  (m)            3.65   (f) ADJ UNCH    2 2
 AG0069
 AG0069.Superseded values are not recommended for survey control.
 AG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0069.See file dsdata.txt to determine how the superseded data were derived.
 AG0069
 AG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387828(NAD 83)
 AG0069_MARKER: DD = SURVEY DISK
 AG0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0069_SP_SET: CULVERT
 AG0069_STAMPING: 165
 AG0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0069
 AG0069  HISTORY     - Date     Condition        Report By
 AG0069  HISTORY     - UNK      MONUMENTED       FLHD
 AG0069  HISTORY     - 1975     GOOD             FLDT
 AG0069  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0069  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG0069  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0069  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 AG0069
 AG0069                          STATION DESCRIPTION
 AG0069
 AG0069'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0069'AT ST PETERSBURG.
 AG0069'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0069'AND 4TH STREET N (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. FOR
 AG0069'0.25 MILE.  STATION ON RIGHT, 55.8 FT. WEST OF THE CENTERLINE
 AG0069'OF 4TH STREET N., 17.0 FT. SOUTH OF THE NORTH END OF HEADWALL.
 AG0069'SET IN THE TOP OF A CONCRETE TRIPLE BOX CULVERT HEADWALL.
 AG0069'SECTION 19, T 30 S, R 17 E.
 AG0069
 AG0069                          STATION RECOVERY (1989)
 AG0069
 AG0069'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0069'MARK NOT FOUND.
 AG0069
 AG0069                          STATION RECOVERY (1999)
 AG0069
 AG0069'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0069'MARK NOT FOUND.
 AG0069
 AG0069                          STATION RECOVERY (2001)
 AG0069
 AG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0069'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0069
 AG0069                          STATION RECOVERY (2004)
 AG0069
 AG0069'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1926 ***********************************************************************
 BE1926  DESIGNATION -  166 CMP USGS
 BE1926  PID         -  BE1926
 BE1926  STATE/COUNTY-  FL/WAKULLA
 BE1926  USGS QUAD   -  CRAWFORDVILLE EAST (1972)
 BE1926
 BE1926                         *CURRENT SURVEY CONTROL
 BE1926  ___________________________________________________________________
 BE1926* NAD 83(1986)-  30 09 02.     (N)    084 16 40.     (W)     SCALED    
 BE1926* NAVD 88     -         4.015  (meters)      13.17   (feet)  ADJUSTED  
 BE1926  ___________________________________________________________________
 BE1926  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BE1926  DYNAMIC HT  -           4.010 (meters)      13.16  (feet)  COMP
 BE1926  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BE1926
 BE1926  VERT ORDER  -  FIRST     CLASS II
 BE1926
 BE1926.The horizontal coordinates were scaled from a topographic map and have
 BE1926.an estimated accuracy of +/- 6 seconds.
 BE1926
 BE1926.The orthometric height was determined by differential leveling
 BE1926.and adjusted by the National Geodetic Survey in June 1991..
 BE1926
 BE1926.The geoid height was determined by GEOID03.
 BE1926
 BE1926.The dynamic height is computed by dividing the NAVD 88
 BE1926.geopotential number by the normal gravity value computed on the
 BE1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1926.degrees latitude (g = 980.6199 gals.).
 BE1926
 BE1926.The modeled gravity was interpolated from observed gravity values.
 BE1926
 BE1926;                    North         East    Units  Estimated Accuracy
 BE1926;SPC FL N     -   127,560.      621,410.      MT  (+/- 180 meters Scaled)
 BE1926
 BE1926                          SUPERSEDED SURVEY CONTROL
 BE1926
 BE1926.No superseded survey control is available for this station.
 BE1926
 BE1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU622385(NAD 83)
 BE1926_MARKER: DD = SURVEY DISK
 BE1926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1926_SP_SET: HEADWALL
 BE1926_STAMPING: 166 CMP 1970
 BE1926_MARK LOGO: USGS  
 BE1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1926+STABILITY: SURFACE MOTION
 BE1926
 BE1926  HISTORY     - Date     Condition        Report By
 BE1926  HISTORY     - 1970     MONUMENTED       USGS
 BE1926  HISTORY     - 1981     GOOD             NGS
 BE1926  HISTORY     - 19981117 GOOD             USPSQD
 BE1926
 BE1926                          STATION DESCRIPTION
 BE1926
 BE1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1926'11.9 KM (7.4 MI) WSW FROM NEWPORT.
 BE1926'11.9 KILOMETERS (7.4 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1926'THE WEST END OF THE HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE1926'NEWPORT, TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 BE1926'SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.32 METERS (24
 BE1926'FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.61 METER (2 FEET)
 BE1926'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BE1926'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 BE1926
 BE1926                          STATION RECOVERY (1998)
 BE1926
 BE1926'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0070 ***********************************************************************
 AG0070  DESIGNATION -  166 FLHD
 AG0070  PID         -  AG0070
 AG0070  STATE/COUNTY-  FL/PINELLAS
 AG0070  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0070
 AG0070                         *CURRENT SURVEY CONTROL
 AG0070  ___________________________________________________________________
 AG0070* NAD 83(1986)-  27 53 37.     (N)    082 39 59.     (W)     SCALED    
 AG0070* NAVD 88     -         1.386  (meters)       4.55   (feet)  ADJUSTED  
 AG0070  ___________________________________________________________________
 AG0070  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0070  DYNAMIC HT  -           1.384 (meters)       4.54  (feet)  COMP
 AG0070  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AG0070
 AG0070  VERT ORDER  -  SECOND    CLASS II
 AG0070
 AG0070.The horizontal coordinates were scaled from a topographic map and have
 AG0070.an estimated accuracy of +/- 6 seconds.
 AG0070
 AG0070.The orthometric height was determined by differential leveling
 AG0070.and adjusted by the National Geodetic Survey in June 1991..
 AG0070
 AG0070.The geoid height was determined by GEOID03.
 AG0070
 AG0070.The dynamic height is computed by dividing the NAVD 88
 AG0070.geopotential number by the normal gravity value computed on the
 AG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0070.degrees latitude (g = 980.6199 gals.).
 AG0070
 AG0070.The modeled gravity was interpolated from observed gravity values.
 AG0070
 AG0070;                    North         East    Units  Estimated Accuracy
 AG0070;SPC FL W     -   394,600.      134,390.      MT  (+/- 180 meters Scaled)
 AG0070
 AG0070                          SUPERSEDED SURVEY CONTROL
 AG0070
 AG0070  NGVD 29 (??/??/92)    1.649  (m)            5.41   (f) ADJ UNCH    2 2
 AG0070
 AG0070.Superseded values are not recommended for survey control.
 AG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0070.See file dsdata.txt to determine how the superseded data were derived.
 AG0070
 AG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL359865(NAD 83)
 AG0070_MARKER: DD = SURVEY DISK
 AG0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0070_SP_SET: HEADWALL
 AG0070_STAMPING: 166
 AG0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0070
 AG0070  HISTORY     - Date     Condition        Report By
 AG0070  HISTORY     - UNK      MONUMENTED       FLHD
 AG0070  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0070
 AG0070                          STATION DESCRIPTION
 AG0070
 AG0070'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0070'1.0 MI N FROM ST PETERSBURG.
 AG0070'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0070'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 3.50 MILE.
 AG0070'STATION ON RIGHT, 62.0 FT. SOUTH OF THE CENTERLINE OF S.R. 688,
 AG0070'10.0 FT. SOUTH OF LIGHT POLE, NUMBER ML-251. SET IN TOP OF A
 AG0070'CONCRETE HEADWALL.
 AG0070
 AG0070                          STATION RECOVERY (1999)
 AG0070
 AG0070'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2160 ***********************************************************************
 AK2160  DESIGNATION -  167
 AK2160  PID         -  AK2160
 AK2160  STATE/COUNTY-  FL/BREVARD
 AK2160  USGS QUAD   -  COURTENAY (1976)
 AK2160
 AK2160                         *CURRENT SURVEY CONTROL
 AK2160  ___________________________________________________________________
 AK2160* NAD 83(1986)-  28 27 09.     (N)    080 39 17.     (W)     SCALED    
 AK2160* NAVD 88     -         0.624  (meters)       2.05   (feet)  ADJUSTED  
 AK2160  ___________________________________________________________________
 AK2160  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK2160  DYNAMIC HT  -           0.623 (meters)       2.04  (feet)  COMP
 AK2160  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AK2160
 AK2160  VERT ORDER  -  FIRST     CLASS II
 AK2160
 AK2160.The horizontal coordinates were scaled from a topographic map and have
 AK2160.an estimated accuracy of +/- 6 seconds.
 AK2160
 AK2160.The orthometric height was determined by differential leveling
 AK2160.and adjusted by the National Geodetic Survey in June 1991..
 AK2160
 AK2160.The geoid height was determined by GEOID03.
 AK2160
 AK2160.The dynamic height is computed by dividing the NAVD 88
 AK2160.geopotential number by the normal gravity value computed on the
 AK2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2160.degrees latitude (g = 980.6199 gals.).
 AK2160
 AK2160.The modeled gravity was interpolated from observed gravity values.
 AK2160
 AK2160;                    North         East    Units  Estimated Accuracy
 AK2160;SPC FL E     -   456,400.      233,820.      MT  (+/- 180 meters Scaled)
 AK2160
 AK2160                          SUPERSEDED SURVEY CONTROL
 AK2160
 AK2160  NGVD 29 (??/??/92)    1.028  (m)            3.37   (f) ADJ UNCH    1 2
 AK2160
 AK2160.Superseded values are not recommended for survey control.
 AK2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2160.See file dsdata.txt to determine how the superseded data were derived.
 AK2160
 AK2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM338473(NAD 83)
 AK2160_MARKER: DD = SURVEY DISK
 AK2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2160_STAMPING: JLR 167 1959
 AK2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2160+STABILITY: SURFACE MOTION
 AK2160
 AK2160  HISTORY     - Date     Condition        Report By
 AK2160  HISTORY     - 1959     MONUMENTED       DOD
 AK2160  HISTORY     - 1963     GOOD             NGS
 AK2160  HISTORY     - 1976     MARK NOT FOUND   DOD
 AK2160
 AK2160                          STATION DESCRIPTION
 AK2160
 AK2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK2160'9.4 MI NE FROM MERRITT ISLAND.
 AK2160'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AK2160'OF STATE HIGHWAY 520 AT MERRITT ISLAND, THENCE 2.55 MILES EAST
 AK2160'ALONG A NEW CAUSEWAY (UNDER CONSTRUCTION IN 1963) THENCE 3.3
 AK2160'MILES NORTH ALONG A SAND AND ASPHALT ROAD, 30 1/2 FEET EAST OF
 AK2160'THE CENTER LINE OF THE ROAD, 41 FEET NORTH OF POWER LINE POLE
 AK2160'NO. 19 WITH 3 GUY WIRES, 66 FEET SOUTHWEST OF A LONE 12 INCH
 AK2160'PALM TREE, 38 FEET WEST OF THE WEST EDGE OF THE BANANA RIVER,
 AK2160'64.2 FEET SOUTHWEST OF 167 RM 2 USE, ABOUT LEVEL WITH THE ROAD
 AK2160'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 AK2160'THE LEVEL OF THE GROUND.
 AK2160
 AK2160                          STATION RECOVERY (1976)
 AK2160
 AK2160'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 AK2160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1924 ***********************************************************************
 BE1924  DESIGNATION -  167 CMP USGS
 BE1924  PID         -  BE1924
 BE1924  STATE/COUNTY-  FL/WAKULLA
 BE1924  USGS QUAD   -  CRAWFORDVILLE EAST (1972)
 BE1924
 BE1924                         *CURRENT SURVEY CONTROL
 BE1924  ___________________________________________________________________
 BE1924* NAD 83(1986)-  30 09 21.     (N)    084 15 32.     (W)     SCALED    
 BE1924* NAVD 88     -         3.986  (meters)      13.08   (feet)  ADJUSTED  
 BE1924  ___________________________________________________________________
 BE1924  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BE1924  DYNAMIC HT  -           3.981 (meters)      13.06  (feet)  COMP
 BE1924  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 BE1924
 BE1924  VERT ORDER  -  FIRST     CLASS II
 BE1924
 BE1924.The horizontal coordinates were scaled from a topographic map and have
 BE1924.an estimated accuracy of +/- 6 seconds.
 BE1924
 BE1924.The orthometric height was determined by differential leveling
 BE1924.and adjusted by the National Geodetic Survey in June 1991..
 BE1924
 BE1924.The geoid height was determined by GEOID03.
 BE1924
 BE1924.The dynamic height is computed by dividing the NAVD 88
 BE1924.geopotential number by the normal gravity value computed on the
 BE1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1924.degrees latitude (g = 980.6199 gals.).
 BE1924
 BE1924.The modeled gravity was interpolated from observed gravity values.
 BE1924
 BE1924;                    North         East    Units  Estimated Accuracy
 BE1924;SPC FL N     -   128,150.      623,230.      MT  (+/- 180 meters Scaled)
 BE1924
 BE1924                          SUPERSEDED SURVEY CONTROL
 BE1924
 BE1924.No superseded survey control is available for this station.
 BE1924
 BE1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU640392(NAD 83)
 BE1924_MARKER: DD = SURVEY DISK
 BE1924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1924_SP_SET: HEADWALL
 BE1924_STAMPING: 167 CMP 1970
 BE1924_MARK LOGO: USGS  
 BE1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1924+STABILITY: SURFACE MOTION
 BE1924
 BE1924  HISTORY     - Date     Condition        Report By
 BE1924  HISTORY     - 1970     MONUMENTED       USGS
 BE1924  HISTORY     - 1981     GOOD             NGS
 BE1924  HISTORY     - 19981117 GOOD             USPSQD
 BE1924
 BE1924                          STATION DESCRIPTION
 BE1924
 BE1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1924'9.88 KM (6.15 MI) WSW FROM NEWPORT.
 BE1924'9.88 KILOMETERS (6.15 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1924'THE WEST END OF THE HIGHWAY 98 BRIDGE OVER ST. MARKS RIVER IN NEWPORT,
 BE1924'TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 BE1924'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 10.37 METERS (34 FEET)
 BE1924'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.25 METER (0.8 FOOT)
 BE1924'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BE1924'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 BE1924
 BE1924                          STATION RECOVERY (1998)
 BE1924
 BE1924'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0071 ***********************************************************************
 AG0071  DESIGNATION -  167 FLHD
 AG0071  PID         -  AG0071
 AG0071  STATE/COUNTY-  FL/PINELLAS
 AG0071  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0071
 AG0071                         *CURRENT SURVEY CONTROL
 AG0071  ___________________________________________________________________
 AG0071* NAD 83(1986)-  27 53 37.     (N)    082 39 05.     (W)     SCALED    
 AG0071* NAVD 88     -         1.605  (meters)       5.27   (feet)  ADJUSTED  
 AG0071  ___________________________________________________________________
 AG0071  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0071  DYNAMIC HT  -           1.603 (meters)       5.26  (feet)  COMP
 AG0071  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AG0071
 AG0071  VERT ORDER  -  SECOND    CLASS II
 AG0071
 AG0071.The horizontal coordinates were scaled from a topographic map and have
 AG0071.an estimated accuracy of +/- 6 seconds.
 AG0071
 AG0071.The orthometric height was determined by differential leveling
 AG0071.and adjusted by the National Geodetic Survey in June 1991..
 AG0071
 AG0071.The geoid height was determined by GEOID03.
 AG0071
 AG0071.The dynamic height is computed by dividing the NAVD 88
 AG0071.geopotential number by the normal gravity value computed on the
 AG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0071.degrees latitude (g = 980.6199 gals.).
 AG0071
 AG0071.The modeled gravity was interpolated from observed gravity values.
 AG0071
 AG0071;                    North         East    Units  Estimated Accuracy
 AG0071;SPC FL W     -   394,590.      135,870.      MT  (+/- 180 meters Scaled)
 AG0071
 AG0071                          SUPERSEDED SURVEY CONTROL
 AG0071
 AG0071  NGVD 29 (??/??/92)    1.869  (m)            6.13   (f) ADJ UNCH    2 2
 AG0071
 AG0071.Superseded values are not recommended for survey control.
 AG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0071.See file dsdata.txt to determine how the superseded data were derived.
 AG0071
 AG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL374865(NAD 83)
 AG0071_MARKER: DD = SURVEY DISK
 AG0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0071_SP_SET: HEADWALL
 AG0071_STAMPING: 167
 AG0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0071
 AG0071  HISTORY     - Date     Condition        Report By
 AG0071  HISTORY     - UNK      MONUMENTED       FLHD
 AG0071  HISTORY     - 19991214 GOOD             USPSQD
 AG0071
 AG0071                          STATION DESCRIPTION
 AG0071
 AG0071'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0071'1.0 MI N FROM ST PETERSBURG.
 AG0071'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0071'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 4.35 MILES.
 AG0071'STATION ON LEFT, 82.2 FT. NORTH OF THE CENTERLINE OF S.R. 688,
 AG0071'60.0 FT. NW OF LIGHT POLE, NUMBER 1A-65894-R.  SET IN TOP OF A
 AG0071'CONCRETE HEADWALL.  SECTION 1, T30S, R16E.
 AG0071
 AG0071                          STATION RECOVERY (1999)
 AG0071
 AG0071'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2159 ***********************************************************************
 AK2159  DESIGNATION -  167 RM 2
 AK2159  PID         -  AK2159
 AK2159  STATE/COUNTY-  FL/BREVARD
 AK2159  USGS QUAD   -  COURTENAY (1976)
 AK2159
 AK2159                         *CURRENT SURVEY CONTROL
 AK2159  ___________________________________________________________________
 AK2159* NAD 83(1986)-  28 27 10.     (N)    080 39 17.     (W)     SCALED    
 AK2159* NAVD 88     -         0.609  (meters)       2.00   (feet)  ADJUSTED  
 AK2159  ___________________________________________________________________
 AK2159  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK2159  DYNAMIC HT  -           0.608 (meters)       1.99  (feet)  COMP
 AK2159  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AK2159
 AK2159  VERT ORDER  -  FIRST     CLASS II
 AK2159
 AK2159.The horizontal coordinates were scaled from a topographic map and have
 AK2159.an estimated accuracy of +/- 6 seconds.
 AK2159
 AK2159.The orthometric height was determined by differential leveling
 AK2159.and adjusted by the National Geodetic Survey in June 1991..
 AK2159
 AK2159.The geoid height was determined by GEOID03.
 AK2159
 AK2159.The dynamic height is computed by dividing the NAVD 88
 AK2159.geopotential number by the normal gravity value computed on the
 AK2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2159.degrees latitude (g = 980.6199 gals.).
 AK2159
 AK2159.The modeled gravity was interpolated from observed gravity values.
 AK2159
 AK2159;                    North         East    Units  Estimated Accuracy
 AK2159;SPC FL E     -   456,430.      233,820.      MT  (+/- 180 meters Scaled)
 AK2159
 AK2159                          SUPERSEDED SURVEY CONTROL
 AK2159
 AK2159  NGVD 29 (??/??/92)    1.013  (m)            3.32   (f) ADJ UNCH    1 2
 AK2159
 AK2159.Superseded values are not recommended for survey control.
 AK2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2159.See file dsdata.txt to determine how the superseded data were derived.
 AK2159
 AK2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM338474(NAD 83)
 AK2159_MARKER: DD = SURVEY DISK
 AK2159_SETTING: 0 = UNSPECIFIED SETTING
 AK2159_STAMPING: 167 RM 2 JLR 1959
 AK2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2159
 AK2159  HISTORY     - Date     Condition        Report By
 AK2159  HISTORY     - 1959     MONUMENTED       DOD
 AK2159  HISTORY     - 1971     GOOD             NGS
 AK2159  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK2159
 AK2159                          STATION DESCRIPTION
 AK2159
 AK2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AK2159'AT MERRITT ISLAND.
 AK2159'TO REACH FROM KENNEDY SPACE CENTER GATE NO. 2 ON STATE HIGHWAY 3,
 AK2159'GO EAST AND NORTH ON KENNEDY PARKWAY FOR 0.5 MILE TO ROAD RIGHT,
 AK2159'TURN EAST FOR 0.1 MILE THEN SOUTH AND EAST AGAIN FOR 3 MILES
 AK2159'TO TELEM. IV SITE AND T JUNCTION AT END OF ROAD, TURN SOUTH
 AK2159'AND FOLLOW ROAD 0.8 MILE TO STATION ON EAST.  NOTE-- 1.  55 FEET
 AK2159'EAST OF CENTERLINE OF ROAD, INSTEAD OF 62.  2.  62.5 FEET
 AK2159'SOUTHEAST OF POWER LINE POLE D 14.  3.  49 FEET SOUTHEAST OF
 AK2159'AN 18 INCH PALM.
 AK2159
 AK2159                          STATION RECOVERY (1997)
 AK2159
 AK2159'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0511 ***********************************************************************
 AS0511  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0511  DESIGNATION -  16.747
 AS0511  PID         -  AS0511
 AS0511  STATE/COUNTY-  FL/FRANKLIN
 AS0511  USGS QUAD   -  APALACHICOLA (1982)
 AS0511
 AS0511                         *CURRENT SURVEY CONTROL
 AS0511  ___________________________________________________________________
 AS0511* NAD 83(1986)-  29 43 25.     (N)    084 53 12.     (W)     SCALED    
 AS0511* NAVD 88     -         5.030  (meters)      16.50   (feet)  ADJUSTED  
 AS0511  ___________________________________________________________________
 AS0511  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0511  DYNAMIC HT  -           5.023 (meters)      16.48  (feet)  COMP
 AS0511  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AS0511
 AS0511  VERT ORDER  -  SECOND    CLASS I
 AS0511
 AS0511.The horizontal coordinates were scaled from a topographic map and have
 AS0511.an estimated accuracy of +/- 6 seconds.
 AS0511
 AS0511.The orthometric height was determined by differential leveling
 AS0511.and adjusted by the National Geodetic Survey in June 1991..
 AS0511.WARNING-Repeat measurements at this control monument indicate possible
 AS0511.vertical movement.
 AS0511
 AS0511.This Tidal Bench Mark is designated as VM 9851
 AS0511.by the Center for Operational Oceanographic Products and Services.
 AS0511
 AS0511.The geoid height was determined by GEOID03.
 AS0511
 AS0511.The dynamic height is computed by dividing the NAVD 88
 AS0511.geopotential number by the normal gravity value computed on the
 AS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0511.degrees latitude (g = 980.6199 gals.).
 AS0511
 AS0511.The modeled gravity was interpolated from observed gravity values.
 AS0511
 AS0511;                    North         East    Units  Estimated Accuracy
 AS0511;SPC FL N     -    80,270.      562,590.      MT  (+/- 180 meters Scaled)
 AS0511
 AS0511                          SUPERSEDED SURVEY CONTROL
 AS0511
 AS0511.No superseded survey control is available for this station.
 AS0511
 AS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT044900(NAD 83)
 AS0511_MARKER: DB = BENCH MARK DISK
 AS0511_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AS0511_SP_SET: BRIDGE CURBING
 AS0511_STAMPING: 16.747
 AS0511_MARK LOGO: FLDT  
 AS0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0511
 AS0511  HISTORY     - Date     Condition        Report By
 AS0511  HISTORY     - UNK      MONUMENTED       FLDT
 AS0511  HISTORY     - 1983     GOOD             FLDNR
 AS0511  HISTORY     - 1986     GOOD             FLDNR
 AS0511
 AS0511                          STATION DESCRIPTION
 AS0511
 AS0511'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0511'2.45 MI SW FROM EASTPOINT.
 AS0511'BEGIN AT THE EASTPOINT POST OFFICE, THENCE GO 1.2 MILES WEST ON U.S.
 AS0511'HIGHWAY 98 TO COUNTY ROAD C 65, THENCE GO 0.9 MILE SOUTHERLY ON C 65
 AS0511'TO A ROAD FORK, BEAR RIGHT AND GO 0.35 MILE TO THE MARK.  THE MARK IS
 AS0511'SET IN THE CONCRETE WALKWAY AT THE NORTHWEST CORNER OF THE FIRST
 AS0511'BRIDGE TO ST.  GEORGE ISLAND, 12.6 FEET WEST OF THE CENTERLINE OF C
 AS0511'65.
 AS0511
 AS0511                          STATION RECOVERY (1986)
 AS0511
 AS0511'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2608 ***********************************************************************
 AD2608  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2608  DESIGNATION -  16.770 FLHD
 AD2608  PID         -  AD2608
 AD2608  STATE/COUNTY-  FL/BROWARD
 AD2608  USGS QUAD   -  BOCA RATON (1983)
 AD2608
 AD2608                         *CURRENT SURVEY CONTROL
 AD2608  ___________________________________________________________________
 AD2608* NAD 83(1986)-  26 15 40.     (N)    080 05 00.     (W)     SCALED    
 AD2608* NAVD 88     -         4.614  (meters)      15.14   (feet)  ADJUSTED  
 AD2608  ___________________________________________________________________
 AD2608  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AD2608  DYNAMIC HT  -           4.606 (meters)      15.11  (feet)  COMP
 AD2608  MODELED GRAV-     979,072.8   (mgal)                       NAVD 88
 AD2608
 AD2608  VERT ORDER  -  SECOND    CLASS 0
 AD2608
 AD2608.The horizontal coordinates were scaled from a topographic map and have
 AD2608.an estimated accuracy of +/- 6 seconds.
 AD2608
 AD2608.The orthometric height was determined by differential leveling
 AD2608.and adjusted by the National Geodetic Survey in June 1991..
 AD2608
 AD2608.This Tidal Bench Mark is designated as VM 5670
 AD2608.by the Center for Operational Oceanographic Products and Services.
 AD2608
 AD2608.This Tidal Bench Mark is designated as VM 5675
 AD2608.by the Center for Operational Oceanographic Products and Services.
 AD2608
 AD2608.This Tidal Bench Mark is designated as VM 5680
 AD2608.by the Center for Operational Oceanographic Products and Services.
 AD2608
 AD2608.The geoid height was determined by GEOID03.
 AD2608
 AD2608.The dynamic height is computed by dividing the NAVD 88
 AD2608.geopotential number by the normal gravity value computed on the
 AD2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2608.degrees latitude (g = 980.6199 gals.).
 AD2608
 AD2608.The modeled gravity was interpolated from observed gravity values.
 AD2608
 AD2608;                    North         East    Units  Estimated Accuracy
 AD2608;SPC FL E     -   213,870.      291,570.      MT  (+/- 180 meters Scaled)
 AD2608
 AD2608                          SUPERSEDED SURVEY CONTROL
 AD2608
 AD2608  NGVD 29 (09/01/92)    5.092  (m)           16.71   (f) ADJUSTED    2 0
 AD2608
 AD2608.Superseded values are not recommended for survey control.
 AD2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2608.See file dsdata.txt to determine how the superseded data were derived.
 AD2608
 AD2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915049(NAD 83)
 AD2608_MARKER: DD = SURVEY DISK
 AD2608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2608_SP_SET: SIDEWALK
 AD2608_STAMPING: 16.770
 AD2608_MARK LOGO: FLHD  
 AD2608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2608
 AD2608  HISTORY     - Date     Condition        Report By
 AD2608  HISTORY     - UNK      MONUMENTED       FLHD
 AD2608  HISTORY     - 1970     GOOD             NGS
 AD2608  HISTORY     - 1973     GOOD             NGS
 AD2608  HISTORY     - 1981     GOOD             FLDNR
 AD2608  HISTORY     - 1986     GOOD             FLDNR
 AD2608  HISTORY     - 1990     GOOD             USPSQD
 AD2608  HISTORY     - 20020212 GOOD             USPSQD
 AD2608
 AD2608                          STATION DESCRIPTION
 AD2608
 AD2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2608'2.2 MI N FROM POMPANO BEACH.
 AD2608'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE
 AD2608'JUNCTION OF STATE HIGHWAY 814 AT POMPANO BEACH, SET ON THE TOP
 AD2608'OF THE SOUTHEAST CONCRETE SIDEWALK OF THE HIGHWAY BRIDGE OVER
 AD2608'HILLSBORO INLET, 198 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AD2608'BRIDGE, 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE SIDEWALK,
 AD2608'15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT
 AD2608'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AD2608
 AD2608                          STATION RECOVERY (1973)
 AD2608
 AD2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (1981)
 AD2608
 AD2608'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (1986)
 AD2608
 AD2608'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (1990)
 AD2608
 AD2608'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (2002)
 AD2608
 AD2608'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD2608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7044 ***********************************************************************
 AG7044  DESIGNATION -  168 C OF SP
 AG7044  PID         -  AG7044
 AG7044  STATE/COUNTY-  FL/PINELLAS
 AG7044  USGS QUAD   -  ST PETERSBURG (1987)
 AG7044
 AG7044                         *CURRENT SURVEY CONTROL
 AG7044  ___________________________________________________________________
 AG7044* NAD 83(1986)-  27 46 39.     (N)    082 41 45.     (W)     SCALED    
 AG7044* NAVD 88     -        14.536  (meters)      47.69   (feet)  ADJUSTED  
 AG7044  ___________________________________________________________________
 AG7044  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7044  DYNAMIC HT  -          14.515 (meters)      47.62  (feet)  COMP
 AG7044  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AG7044
 AG7044  VERT ORDER  -  SECOND    CLASS II
 AG7044
 AG7044.The horizontal coordinates were scaled from a topographic map and have
 AG7044.an estimated accuracy of +/- 6 seconds.
 AG7044
 AG7044.The orthometric height was determined by differential leveling
 AG7044.and adjusted by the National Geodetic Survey in June 1991..
 AG7044
 AG7044.The geoid height was determined by GEOID03.
 AG7044
 AG7044.The dynamic height is computed by dividing the NAVD 88
 AG7044.geopotential number by the normal gravity value computed on the
 AG7044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7044.degrees latitude (g = 980.6199 gals.).
 AG7044
 AG7044.The modeled gravity was interpolated from observed gravity values.
 AG7044
 AG7044;                    North         East    Units  Estimated Accuracy
 AG7044;SPC FL W     -   381,750.      131,420.      MT  (+/- 180 meters Scaled)
 AG7044
 AG7044                          SUPERSEDED SURVEY CONTROL
 AG7044
 AG7044  NGVD 29 (??/??/92)   14.805  (m)           48.57   (f) ADJ UNCH    2 2
 AG7044
 AG7044.Superseded values are not recommended for survey control.
 AG7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7044.See file dsdata.txt to determine how the superseded data were derived.
 AG7044
 AG7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329737(NAD 83)
 AG7044_MARKER: DB = BENCH MARK DISK
 AG7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7044_SP_SET: CONCRETE POST
 AG7044_PROJECTION: FLUSH
 AG7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7044+STABILITY: SURFACE MOTION
 AG7044
 AG7044  HISTORY     - Date     Condition        Report By
 AG7044  HISTORY     - UNK      MONUMENTED       FL2730
 AG7044  HISTORY     - 1977     GOOD             FL-103
 AG7044  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AG7044  HISTORY     - 20060116 MARK NOT FOUND   USPSQD
 AG7044
 AG7044                          STATION DESCRIPTION
 AG7044
 AG7044'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7044'IN ST PETERSBURG.
 AG7044'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 SR 55 34TH
 AG7044'ST. N. AND SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 1.05 MILES
 AG7044'TO THE INTERSECTION OF 46TH ST. N. STATION ON LEFT, S.W. CORNER, 45.6
 AG7044'FT. SOUTH OF THE CENTERLINE OF 5TH AVE. N., 27.9 FT. WEST OF THE
 AG7044'CENTERLINE OF 46TH ST. N., 46.7 FT. N.E. OF THE N.E. CORNER OF A ONE
 AG7044'STORY FRAM HOUSE 4600 5TH AVE. N., 55.0 FT. WEST OF AN 18 INCH OAK
 AG7044'TREE, 77.6 FT. S.E. OF A LIGHT POLE NUMBER I-81680. SET IN THE TOP OF
 AG7044'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AG7044
 AG7044                          STATION RECOVERY (1999)
 AG7044
 AG7044'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7044'MARK NOT FOUND.
 AG7044
 AG7044                          STATION RECOVERY (2006)
 AG7044
 AG7044'RECOVERY NOTE BY US POWER SQUADRON 2006 (HH)
 AG7044'THE ONLY REMAINING LOCATER IS THE  ONE STORY FARM HOUSE .  I COULD NOT
 AG7044'LOCATE THE OCCUPANT TO GET PERMISSION TO ENTER THE YARD TO MEASURE
 AG7044'FROM THE CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0072 ***********************************************************************
 AG0072  DESIGNATION -  168 FLHD
 AG0072  PID         -  AG0072
 AG0072  STATE/COUNTY-  FL/PINELLAS
 AG0072  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0072
 AG0072                         *CURRENT SURVEY CONTROL
 AG0072  ___________________________________________________________________
 AG0072* NAD 83(1986)-  27 53 37.     (N)    082 38 47.     (W)     SCALED    
 AG0072* NAVD 88     -         9.532  (meters)      31.27   (feet)  ADJUSTED  
 AG0072  ___________________________________________________________________
 AG0072  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0072  DYNAMIC HT  -           9.518 (meters)      31.23  (feet)  COMP
 AG0072  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AG0072
 AG0072  VERT ORDER  -  SECOND    CLASS II
 AG0072
 AG0072.The horizontal coordinates were scaled from a topographic map and have
 AG0072.an estimated accuracy of +/- 6 seconds.
 AG0072
 AG0072.The orthometric height was determined by differential leveling
 AG0072.and adjusted by the National Geodetic Survey in June 1991..
 AG0072
 AG0072.The geoid height was determined by GEOID03.
 AG0072
 AG0072.The dynamic height is computed by dividing the NAVD 88
 AG0072.geopotential number by the normal gravity value computed on the
 AG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0072.degrees latitude (g = 980.6199 gals.).
 AG0072
 AG0072.The modeled gravity was interpolated from observed gravity values.
 AG0072
 AG0072;                    North         East    Units  Estimated Accuracy
 AG0072;SPC FL W     -   394,590.      136,360.      MT  (+/- 180 meters Scaled)
 AG0072
 AG0072                          SUPERSEDED SURVEY CONTROL
 AG0072
 AG0072  NGVD 29 (??/??/92)    9.796  (m)           32.14   (f) ADJ UNCH    2 2
 AG0072
 AG0072.Superseded values are not recommended for survey control.
 AG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0072.See file dsdata.txt to determine how the superseded data were derived.
 AG0072
 AG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379865(NAD 83)
 AG0072_MARKER: DD = SURVEY DISK
 AG0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0072_SP_SET: OVERPASS
 AG0072_STAMPING: 168
 AG0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0072
 AG0072  HISTORY     - Date     Condition        Report By
 AG0072  HISTORY     - UNK      MONUMENTED       FLHD
 AG0072  HISTORY     - 1975     GOOD             FLDT
 AG0072  HISTORY     - 19910418 GOOD             USPSQD
 AG0072  HISTORY     - 19991214 GOOD             USPSQD
 AG0072
 AG0072                          STATION DESCRIPTION
 AG0072
 AG0072'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0072'1 MI N FROM ST PETERSBURG.
 AG0072'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0072'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 4.70 MILE.
 AG0072'STATION IS LOCATED IN THE SW CORNER OF THE OVERPASS.  SET IN
 AG0072'TOP OF CONCRETE HANDRAIL.  SECTION 7, T 30S, R 17E
 AG0072
 AG0072                          STATION RECOVERY (1991)
 AG0072
 AG0072'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0072'RECOVERED IN GOOD CONDITION.
 AG0072
 AG0072                          STATION RECOVERY (1999)
 AG0072
 AG0072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0073 ***********************************************************************
 AG0073  DESIGNATION -  169 FLHD
 AG0073  PID         -  AG0073
 AG0073  STATE/COUNTY-  FL/PINELLAS
 AG0073  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0073
 AG0073                         *CURRENT SURVEY CONTROL
 AG0073  ___________________________________________________________________
 AG0073* NAD 83(1986)-  27 53 37.     (N)    082 38 47.     (W)     SCALED    
 AG0073* NAVD 88     -         9.611  (meters)      31.53   (feet)  ADJUSTED  
 AG0073  ___________________________________________________________________
 AG0073  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0073  DYNAMIC HT  -           9.597 (meters)      31.49  (feet)  COMP
 AG0073  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AG0073
 AG0073  VERT ORDER  -  SECOND    CLASS II
 AG0073
 AG0073.The horizontal coordinates were scaled from a topographic map and have
 AG0073.an estimated accuracy of +/- 6 seconds.
 AG0073
 AG0073.The orthometric height was determined by differential leveling
 AG0073.and adjusted by the National Geodetic Survey in June 1991..
 AG0073
 AG0073.The geoid height was determined by GEOID03.
 AG0073
 AG0073.The dynamic height is computed by dividing the NAVD 88
 AG0073.geopotential number by the normal gravity value computed on the
 AG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0073.degrees latitude (g = 980.6199 gals.).
 AG0073
 AG0073.The modeled gravity was interpolated from observed gravity values.
 AG0073
 AG0073;                    North         East    Units  Estimated Accuracy
 AG0073;SPC FL W     -   394,590.      136,360.      MT  (+/- 180 meters Scaled)
 AG0073
 AG0073                          SUPERSEDED SURVEY CONTROL
 AG0073
 AG0073  NGVD 29 (??/??/92)    9.874  (m)           32.39   (f) ADJ UNCH    2 2
 AG0073
 AG0073.Superseded values are not recommended for survey control.
 AG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0073.See file dsdata.txt to determine how the superseded data were derived.
 AG0073
 AG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379865(NAD 83)
 AG0073_MARKER: DD = SURVEY DISK
 AG0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0073_SP_SET: OVERPASS
 AG0073_STAMPING: 169
 AG0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0073
 AG0073  HISTORY     - Date     Condition        Report By
 AG0073  HISTORY     - UNK      MONUMENTED       FLHD
 AG0073  HISTORY     - 1975     GOOD             FLDT
 AG0073  HISTORY     - 19910418 GOOD             USPSQD
 AG0073  HISTORY     - 19991214 GOOD             USPSQD
 AG0073
 AG0073                          STATION DESCRIPTION
 AG0073
 AG0073'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0073'1 MI N FROM ST PETERSBURG.
 AG0073'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0073'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 4.75 MILE.
 AG0073'STATION IS LOCATED IN THE SW CORNER OF THE OVERPASS.  SET IN
 AG0073'TOP OF CONCRETE HANDRAIL.  SECTION 6, T 30 S, R 17E.
 AG0073
 AG0073                          STATION RECOVERY (1991)
 AG0073
 AG0073'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0073'RECOVERED IN GOOD CONDITION.
 AG0073
 AG0073                          STATION RECOVERY (1999)
 AG0073
 AG0073'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2369 ***********************************************************************
 AK2369  DESIGNATION -  17 110 S F
 AK2369  PID         -  AK2369
 AK2369  STATE/COUNTY-  FL/BREVARD
 AK2369  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2369
 AK2369                         *CURRENT SURVEY CONTROL
 AK2369  ___________________________________________________________________
 AK2369* NAD 83(1986)-  28 27 18.     (N)    080 35 24.     (W)     SCALED    
 AK2369* NAVD 88     -         2.836  (meters)       9.30   (feet)  ADJUSTED  
 AK2369  ___________________________________________________________________
 AK2369  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2369  DYNAMIC HT  -           2.832 (meters)       9.29  (feet)  COMP
 AK2369  MODELED GRAV-     979,226.3   (mgal)                       NAVD 88
 AK2369
 AK2369  VERT ORDER  -  FIRST     CLASS II
 AK2369
 AK2369.The horizontal coordinates were scaled from a topographic map and have
 AK2369.an estimated accuracy of +/- 6 seconds.
 AK2369
 AK2369.The orthometric height was determined by differential leveling
 AK2369.and adjusted by the National Geodetic Survey in June 1991..
 AK2369
 AK2369.The geoid height was determined by GEOID03.
 AK2369
 AK2369.The dynamic height is computed by dividing the NAVD 88
 AK2369.geopotential number by the normal gravity value computed on the
 AK2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2369.degrees latitude (g = 980.6199 gals.).
 AK2369
 AK2369.The modeled gravity was interpolated from observed gravity values.
 AK2369
 AK2369;                    North         East    Units  Estimated Accuracy
 AK2369;SPC FL E     -   456,700.      240,160.      MT  (+/- 180 meters Scaled)
 AK2369
 AK2369                          SUPERSEDED SURVEY CONTROL
 AK2369
 AK2369  NGVD 29 (??/??/92)    3.216  (m)           10.55   (f) ADJ UNCH    1 2
 AK2369
 AK2369.Superseded values are not recommended for survey control.
 AK2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2369.See file dsdata.txt to determine how the superseded data were derived.
 AK2369
 AK2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM401476(NAD 83)
 AK2369_MARKER: DD = SURVEY DISK
 AK2369_SETTING: 0 = UNSPECIFIED SETTING
 AK2369_STAMPING: PAA 1958 17-110.S-F
 AK2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2369
 AK2369  HISTORY     - Date     Condition        Report By
 AK2369  HISTORY     - 1958     MONUMENTED       PANAM
 AK2369  HISTORY     - 1959     GOOD             NGS
 AK2369
 AK2369                          STATION DESCRIPTION
 AK2369
 AK2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2369'AT CAPE CANAVERAL.
 AK2369'2.25 MILES SOUTH OF THE CENTERAL CONTROL BUILDING TO A SIGN ON
 AK2369'THE LEFT (E) SIDE OF THE ROAD READING TELEMETRY ELSSE SITE
 AK2369'17-110.S-F.  TURN LEFT (E) FOR .05 MILE TO THE APPROXIMATE CENTER
 AK2369'OF THE ANTENNA FIELD AND THE MARK.  THE MARK HAS A SMALL WHITE
 AK2369'PICKETT FENCE AROUND IT.  THE MARK PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0366 ***********************************************************************
 AS0366  DESIGNATION -  17 17 M USGS
 AS0366  PID         -  AS0366
 AS0366  STATE/COUNTY-  FL/FRANKLIN
 AS0366  USGS QUAD   -  ST TERESA (1992)
 AS0366
 AS0366                         *CURRENT SURVEY CONTROL
 AS0366  ___________________________________________________________________
 AS0366* NAD 83(1986)-  29 55 35.     (N)    084 25 27.     (W)     SCALED    
 AS0366* NAVD 88     -         5.106  (meters)      16.75   (feet)  ADJUSTED  
 AS0366  ___________________________________________________________________
 AS0366  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AS0366  DYNAMIC HT  -           5.100 (meters)      16.73  (feet)  COMP
 AS0366  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 AS0366
 AS0366  VERT ORDER  -  SECOND    CLASS I
 AS0366
 AS0366.The horizontal coordinates were scaled from a topographic map and have
 AS0366.an estimated accuracy of +/- 6 seconds.
 AS0366
 AS0366.The orthometric height was determined by differential leveling
 AS0366.and adjusted by the National Geodetic Survey in June 1991..
 AS0366
 AS0366.The geoid height was determined by GEOID03.
 AS0366
 AS0366.The dynamic height is computed by dividing the NAVD 88
 AS0366.geopotential number by the normal gravity value computed on the
 AS0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0366.degrees latitude (g = 980.6199 gals.).
 AS0366
 AS0366.The modeled gravity was interpolated from observed gravity values.
 AS0366
 AS0366;                    North         East    Units  Estimated Accuracy
 AS0366;SPC FL N     -   102,690.      607,320.      MT  (+/- 180 meters Scaled)
 AS0366
 AS0366                          SUPERSEDED SURVEY CONTROL
 AS0366
 AS0366.No superseded survey control is available for this station.
 AS0366
 AS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU486134(NAD 83)
 AS0366_MARKER: DB = BENCH MARK DISK
 AS0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0366_SP_SET: CONCRETE POST
 AS0366_STAMPING: 17 17 M 1943
 AS0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0366+STABILITY: SURFACE MOTION
 AS0366
 AS0366  HISTORY     - Date     Condition        Report By
 AS0366  HISTORY     - 1943     MONUMENTED       USGS
 AS0366  HISTORY     - 1976     GOOD             FLDNR
 AS0366  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AS0366
 AS0366                          STATION DESCRIPTION
 AS0366
 AS0366'DESCRIBED BY FL DEPT OF NAT RES 1976
 AS0366'9.0 MILES SSW FROM PANACEA.
 AS0366'BEGINNING AT THE POST OFFICE AT PANACEA GO SOUTHERLY AND WESTERLY
 AS0366'ALONG US 98 9.05 MILES. MARK BEARS 60 FEET NORTH OF US 98 CENTERLINE,
 AS0366'28 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 AS0366
 AS0366                          STATION RECOVERY (1998)
 AS0366
 AS0366'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2426 ***********************************************************************
 AK2426  DESIGNATION -  17 50 32
 AK2426  PID         -  AK2426
 AK2426  STATE/COUNTY-  FL/BREVARD
 AK2426  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2426
 AK2426                         *CURRENT SURVEY CONTROL
 AK2426  ___________________________________________________________________
 AK2426* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2426* NAVD 88     -         3.435  (meters)      11.27   (feet)  ADJUSTED  
 AK2426  ___________________________________________________________________
 AK2426  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2426  DYNAMIC HT  -           3.430 (meters)      11.25  (feet)  COMP
 AK2426  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2426
 AK2426  VERT ORDER  -  FIRST     CLASS II
 AK2426
 AK2426.The horizontal coordinates were scaled from a topographic map and have
 AK2426.an estimated accuracy of +/- 6 seconds.
 AK2426
 AK2426.The orthometric height was determined by differential leveling
 AK2426.and adjusted by the National Geodetic Survey in June 1991..
 AK2426
 AK2426.The geoid height was determined by GEOID03.
 AK2426
 AK2426.The dynamic height is computed by dividing the NAVD 88
 AK2426.geopotential number by the normal gravity value computed on the
 AK2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2426.degrees latitude (g = 980.6199 gals.).
 AK2426
 AK2426.The modeled gravity was interpolated from observed gravity values.
 AK2426
 AK2426;                    North         East    Units  Estimated Accuracy
 AK2426;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2426
 AK2426                          SUPERSEDED SURVEY CONTROL
 AK2426
 AK2426  NGVD 29 (??/??/92)    3.822  (m)           12.54   (f) ADJ UNCH    1 2
 AK2426
 AK2426.Superseded values are not recommended for survey control.
 AK2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2426.See file dsdata.txt to determine how the superseded data were derived.
 AK2426
 AK2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2426_MARKER: DB = BENCH MARK DISK
 AK2426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2426_SP_SET: LAUNCH COMPLEX
 AK2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2426
 AK2426  HISTORY     - Date     Condition        Report By
 AK2426  HISTORY     - UNK      MONUMENTED       CGS
 AK2426  HISTORY     - 1962     GOOD             NGS
 AK2426
 AK2426                          STATION DESCRIPTION
 AK2426
 AK2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2426'AT CAPE CANAVERAL.
 AK2426'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2426'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2426'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET NORTH OF THE CENTER OF
 AK2426'LAUNCH RING 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5557 ***********************************************************************
 AK5557  DESIGNATION -  17 A TARGET BOARD
 AK5557  PID         -  AK5557
 AK5557  STATE/COUNTY-  FL/BREVARD
 AK5557  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5557
 AK5557                         *CURRENT SURVEY CONTROL
 AK5557  ___________________________________________________________________
 AK5557* NAD 83(1990)-  28 26 49.86938(N)    080 33 54.66883(W)     ADJUSTED  
 AK5557* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK5557  ___________________________________________________________________
 AK5557  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AK5557  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5557
 AK5557  HORZ ORDER  -  SECOND
 AK5557
 AK5557.The horizontal coordinates were established by classical geodetic methods
 AK5557.and adjusted by the National Geodetic Survey in May 1991..
 AK5557
 AK5557.The orthometric height was scaled from a topographic map.
 AK5557
 AK5557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5557
 AK5557.The geoid height was determined by GEOID03.
 AK5557
 AK5557;                    North         East     Units Scale Factor Converg.
 AK5557;SPC FL E     -   455,841.569   242,588.997   MT  0.99996355   +0 12 25.7
 AK5557;SPC FL E     - 1,495,540.21    795,894.07   sFT  0.99996355   +0 12 25.7
 AK5557;UTM  17      - 3,146,818.019   542,574.466   MT  0.99962237   +0 12 25.7
 AK5557
 AK5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5557!SPC FL E     -   1.00000309  x   0.99996355  =   0.99996664
 AK5557!UTM  17      -   1.00000309  x   0.99962237  =   0.99962546
 AK5557
 AK5557                          SUPERSEDED SURVEY CONTROL
 AK5557
 AK5557  NAD 83(1986)-  28 26 49.87553(N)    080 33 54.68201(W) AD(       ) 2
 AK5557  NAD 27      -  28 26 48.86858(N)    080 33 55.49524(W) AD(       ) 2
 AK5557
 AK5557.Superseded values are not recommended for survey control.
 AK5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5557.See file dsdata.txt to determine how the superseded data were derived.
 AK5557
 AK5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4257446818(NAD 83)
 AK5557_MARKER: Z = SEE DESCRIPTION
 AK5557_SETTING: 0 = UNSPECIFIED SETTING
 AK5557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5557
 AK5557  HISTORY     - Date     Condition        Report By
 AK5557  HISTORY     - 1957     MONUMENTED       CGS
 AK5557
 AK5557                          STATION DESCRIPTION
 AK5557
 AK5557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5557'SEE STATION SEVENTEEN A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5658 ***********************************************************************
 AK5658  DESIGNATION -  17 B TARGET BOARD
 AK5658  PID         -  AK5658
 AK5658  STATE/COUNTY-  FL/BREVARD
 AK5658  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5658
 AK5658                         *CURRENT SURVEY CONTROL
 AK5658  ___________________________________________________________________
 AK5658* NAD 83(1990)-  28 26 45.36039(N)    080 33 57.04565(W)     ADJUSTED  
 AK5658* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK5658  ___________________________________________________________________
 AK5658  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AK5658  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5658
 AK5658  HORZ ORDER  -  SECOND
 AK5658
 AK5658.The horizontal coordinates were established by classical geodetic methods
 AK5658.and adjusted by the National Geodetic Survey in May 1991..
 AK5658
 AK5658.The orthometric height was scaled from a topographic map.
 AK5658
 AK5658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5658
 AK5658.The geoid height was determined by GEOID03.
 AK5658
 AK5658;                    North         East     Units Scale Factor Converg.
 AK5658;SPC FL E     -   455,702.531   242,524.830   MT  0.99996349   +0 12 24.5
 AK5658;SPC FL E     - 1,495,084.05    795,683.55   sFT  0.99996349   +0 12 24.5
 AK5658;UTM  17      - 3,146,679.029   542,510.320   MT  0.99962230   +0 12 24.5
 AK5658
 AK5658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5658!SPC FL E     -   1.00000309  x   0.99996349  =   0.99996658
 AK5658!UTM  17      -   1.00000309  x   0.99962230  =   0.99962539
 AK5658
 AK5658                          SUPERSEDED SURVEY CONTROL
 AK5658
 AK5658  NAD 83(1986)-  28 26 45.36651(N)    080 33 57.05891(W) AD(       ) 2
 AK5658  NAD 27      -  28 26 44.35929(N)    080 33 57.87196(W) AD(       ) 2
 AK5658
 AK5658.Superseded values are not recommended for survey control.
 AK5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5658.See file dsdata.txt to determine how the superseded data were derived.
 AK5658
 AK5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4251046679(NAD 83)
 AK5658_MARKER: Z = SEE DESCRIPTION
 AK5658_SETTING: 0 = UNSPECIFIED SETTING
 AK5658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5658
 AK5658  HISTORY     - Date     Condition        Report By
 AK5658  HISTORY     - 1957     MONUMENTED       CGS
 AK5658
 AK5658                          STATION DESCRIPTION
 AK5658
 AK5658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5658'SEE STATION SEVENTEEN B
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0085 ***********************************************************************
 AG0085  DESIGNATION -  170 FLHD
 AG0085  PID         -  AG0085
 AG0085  STATE/COUNTY-  FL/PINELLAS
 AG0085  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0085
 AG0085                         *CURRENT SURVEY CONTROL
 AG0085  ___________________________________________________________________
 AG0085* NAD 83(1986)-  27 53 49.     (N)    082 38 29.     (W)     SCALED    
 AG0085* NAVD 88     -         4.290  (meters)      14.07   (feet)  ADJUSTED  
 AG0085  ___________________________________________________________________
 AG0085  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0085  DYNAMIC HT  -           4.284 (meters)      14.06  (feet)  COMP
 AG0085  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AG0085
 AG0085  VERT ORDER  -  SECOND    CLASS II
 AG0085
 AG0085.The horizontal coordinates were scaled from a topographic map and have
 AG0085.an estimated accuracy of +/- 6 seconds.
 AG0085
 AG0085.The orthometric height was determined by differential leveling
 AG0085.and adjusted by the National Geodetic Survey in June 1991..
 AG0085
 AG0085.The geoid height was determined by GEOID03.
 AG0085
 AG0085.The dynamic height is computed by dividing the NAVD 88
 AG0085.geopotential number by the normal gravity value computed on the
 AG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0085.degrees latitude (g = 980.6199 gals.).
 AG0085
 AG0085.The modeled gravity was interpolated from observed gravity values.
 AG0085
 AG0085;                    North         East    Units  Estimated Accuracy
 AG0085;SPC FL W     -   394,960.      136,860.      MT  (+/- 180 meters Scaled)
 AG0085
 AG0085                          SUPERSEDED SURVEY CONTROL
 AG0085
 AG0085  NGVD 29 (??/??/92)    4.553  (m)           14.94   (f) ADJ UNCH    2 2
 AG0085
 AG0085.Superseded values are not recommended for survey control.
 AG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0085.See file dsdata.txt to determine how the superseded data were derived.
 AG0085
 AG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL384868(NAD 83)
 AG0085_MARKER: DD = SURVEY DISK
 AG0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0085_SP_SET: HANDRAIL
 AG0085_STAMPING: 170
 AG0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0085
 AG0085  HISTORY     - Date     Condition        Report By
 AG0085  HISTORY     - UNK      MONUMENTED       FLHD
 AG0085  HISTORY     - 1975     GOOD             FLDT
 AG0085  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0085
 AG0085                          STATION DESCRIPTION
 AG0085
 AG0085'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0085'1 MI N FROM ST PETERSBURG.
 AG0085'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0085'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 AND NORTHEASTERLY
 AG0085'ALONG I-75 FOR 5.1 MILE.  STATION LOCATED IN THE SE CORNER OF THE
 AG0085'EAST BOUND I-75 BRIDGE.  SET IN TOP OF THE CONCRETE HANDRAIL.
 AG0085'SECTION 6, T 30S, R 17E.
 AG0085
 AG0085                          STATION RECOVERY (1999)
 AG0085
 AG0085'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3341 ***********************************************************************
 AF3341  DESIGNATION -  17.06
 AF3341  PID         -  AF3341
 AF3341  STATE/COUNTY-  FL/INDIAN RIVER
 AF3341  USGS QUAD   -  RIOMAR (1992)
 AF3341
 AF3341                         *CURRENT SURVEY CONTROL
 AF3341  ___________________________________________________________________
 AF3341* NAD 83(1986)-  27 39 00.     (N)    080 22 27.     (W)     SCALED    
 AF3341* NAVD 88     -         4.748  (meters)      15.58   (feet)  ADJUSTED  
 AF3341  ___________________________________________________________________
 AF3341  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF3341  DYNAMIC HT  -           4.741 (meters)      15.55  (feet)  COMP
 AF3341  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 AF3341
 AF3341  VERT ORDER  -  FIRST     CLASS II
 AF3341
 AF3341.The horizontal coordinates were scaled from a topographic map and have
 AF3341.an estimated accuracy of +/- 6 seconds.
 AF3341
 AF3341.The orthometric height was determined by differential leveling
 AF3341.and adjusted by the National Geodetic Survey in June 1991..
 AF3341
 AF3341.The geoid height was determined by GEOID03.
 AF3341
 AF3341.The dynamic height is computed by dividing the NAVD 88
 AF3341.geopotential number by the normal gravity value computed on the
 AF3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3341.degrees latitude (g = 980.6199 gals.).
 AF3341
 AF3341.The modeled gravity was interpolated from observed gravity values.
 AF3341
 AF3341;                    North         East    Units  Estimated Accuracy
 AF3341;SPC FL E     -   367,580.      261,750.      MT  (+/- 180 meters Scaled)
 AF3341
 AF3341                          SUPERSEDED SURVEY CONTROL
 AF3341
 AF3341  NGVD 29 (??/??/92)    5.202  (m)           17.07   (f) ADJ UNCH    1 2
 AF3341
 AF3341.Superseded values are not recommended for survey control.
 AF3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3341.See file dsdata.txt to determine how the superseded data were derived.
 AF3341
 AF3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL617585(NAD 83)
 AF3341_MARKER: DD = SURVEY DISK
 AF3341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3341_SP_SET: BRIDGE ABUTMENT
 AF3341_STAMPING: 17.06
 AF3341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3341
 AF3341  HISTORY     - Date     Condition        Report By
 AF3341  HISTORY     - UNK      MONUMENTED       FLDT
 AF3341  HISTORY     - 1960     GOOD             NGS
 AF3341  HISTORY     - 1971     GOOD             NGS
 AF3341  HISTORY     - 1987     GOOD             USPSQD
 AF3341  HISTORY     - 1989     GOOD             USPSQD
 AF3341  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3341  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF3341
 AF3341                          STATION DESCRIPTION
 AF3341
 AF3341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AF3341'0.6 MI NE FROM VERO BEACH.
 AF3341'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 502 FROM THE FIRST
 AF3341'PRESBYTERIAN CHURCH AT VERO BEACH, IN TOP OF THE SOUTHEAST END
 AF3341'OF THE SOUTHWEST ABUTMENT TO THE HIGHWAY BRIDGE OVER INDIAN
 AF3341'RIVER, 2 1/2 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF THE
 AF3341'BRIDGE, 1 FOOT NORTHWEST OF THE NORTHWEST FACE OF THE SOUTHEAST
 AF3341'GUARD-RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3341'NOTE-- HIGHWAY 50 IS NOW HIGHWAY 60.
 AF3341
 AF3341                          STATION RECOVERY (1971)
 AF3341
 AF3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3341'RECOVERED IN GOOD CONDITION.
 AF3341
 AF3341                          STATION RECOVERY (1987)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG)
 AF3341'RECOVERED IN GOOD CONDITION.
 AF3341
 AF3341                          STATION RECOVERY (1989)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3341'RECOVERED IN GOOD CONDITION.
 AF3341
 AF3341                          STATION RECOVERY (1996)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3341'MARK NOT FOUND.
 AF3341
 AF3341                          STATION RECOVERY (2005)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF3341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5772 ***********************************************************************
 AD5772  DESIGNATION -  171 B CO
 AD5772  PID         -  AD5772
 AD5772  STATE/COUNTY-  FL/BROWARD
 AD5772  USGS QUAD   -  COOPER CITY (1983)
 AD5772
 AD5772                         *CURRENT SURVEY CONTROL
 AD5772  ___________________________________________________________________
 AD5772* NAD 83(1986)-  26 06 39.     (N)    080 17 45.     (W)     SCALED    
 AD5772* NAVD 88     -         2.715  (meters)       8.91   (feet)  ADJUSTED  
 AD5772  ___________________________________________________________________
 AD5772  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AD5772  DYNAMIC HT  -           2.710 (meters)       8.89  (feet)  COMP
 AD5772  MODELED GRAV-     979,059.2   (mgal)                       NAVD 88
 AD5772
 AD5772  VERT ORDER  -  FIRST     CLASS II
 AD5772
 AD5772.The horizontal coordinates were scaled from a topographic map and have
 AD5772.an estimated accuracy of +/- 6 seconds.
 AD5772
 AD5772.The orthometric height was determined by differential leveling
 AD5772.and adjusted by the National Geodetic Survey in June 1991..
 AD5772
 AD5772.The geoid height was determined by GEOID03.
 AD5772
 AD5772.The dynamic height is computed by dividing the NAVD 88
 AD5772.geopotential number by the normal gravity value computed on the
 AD5772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5772.degrees latitude (g = 980.6199 gals.).
 AD5772
 AD5772.The modeled gravity was interpolated from observed gravity values.
 AD5772
 AD5772;                    North         East    Units  Estimated Accuracy
 AD5772;SPC FL E     -   197,080.      270,430.      MT  (+/- 180 meters Scaled)
 AD5772
 AD5772                          SUPERSEDED SURVEY CONTROL
 AD5772
 AD5772  NGVD 29 (09/01/92)    3.203  (m)           10.51   (f) ADJUSTED    1 2
 AD5772
 AD5772.Superseded values are not recommended for survey control.
 AD5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5772.See file dsdata.txt to determine how the superseded data were derived.
 AD5772
 AD5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ704881(NAD 83)
 AD5772_MARKER: DB = BENCH MARK DISK
 AD5772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5772_SP_SET: CONCRETE POST
 AD5772_STAMPING: BM 171
 AD5772_PROJECTION: RECESSED 13 CENTIMETERS
 AD5772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5772+STABILITY: SURFACE MOTION
 AD5772
 AD5772  HISTORY     - Date     Condition        Report By
 AD5772  HISTORY     - 1978     MONUMENTED       FL-011
 AD5772  HISTORY     - 19910716 GOOD             USPSQD
 AD5772  HISTORY     - 19940307 GOOD             USPSQD
 AD5772  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5772
 AD5772                          STATION DESCRIPTION
 AD5772
 AD5772'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5772'5.1 MI NW FROM DAVIE.
 AD5772'ABOUT 5.1 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5772'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED NORTHWEST
 AD5772'ALONG STATE ROAD 84 FOR 3.1 MILES TO HIATUS ROAD. THE MARK IS 521 FEET
 AD5772'EAST OF HIATUS ROAD, 13.5 FEET NORTH OF THE NORTH EDGE OF THE
 AD5772'WESTBOUND LANES OF STATE ROAD 84, 92 FEET WEST OF A TRAFFIC SIGN
 AD5772'READING HIATUS ROAD NEXT LEFT, 24 FEET SOUTHEAST OF AND 23 FEET
 AD5772'SOUTHWEST OF NAILS AND CAPS IN AN ASPHALT BIKE PATH, 4.2 FEET
 AD5772'NORTHWEST OF AND 5.0 FEET NORTHEAST OF CHISELED CROSSES IN GUARDRAIL
 AD5772'POSTS. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5772'THE MARK IS 3 FT  N FROM A WITNESS POST.
 AD5772
 AD5772                          STATION RECOVERY (1991)
 AD5772
 AD5772'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5772'RECOVERED IN GOOD CONDITION.
 AD5772
 AD5772                          STATION RECOVERY (1994)
 AD5772
 AD5772'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5772'RECOVERED IN GOOD CONDITION.
 AD5772
 AD5772                          STATION RECOVERY (2002)
 AD5772
 AD5772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5772'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0075 ***********************************************************************
 AG0075  DESIGNATION -  171 FLHD
 AG0075  PID         -  AG0075
 AG0075  STATE/COUNTY-  FL/PINELLAS
 AG0075  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0075
 AG0075                         *CURRENT SURVEY CONTROL
 AG0075  ___________________________________________________________________
 AG0075* NAD 83(1986)-  27 53 49.     (N)    082 38 29.     (W)     SCALED    
 AG0075* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 AG0075  ___________________________________________________________________
 AG0075  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0075  DYNAMIC HT  -           4.297 (meters)      14.10  (feet)  COMP
 AG0075  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AG0075
 AG0075  VERT ORDER  -  SECOND    CLASS II
 AG0075
 AG0075.The horizontal coordinates were scaled from a topographic map and have
 AG0075.an estimated accuracy of +/- 6 seconds.
 AG0075
 AG0075.The orthometric height was determined by differential leveling
 AG0075.and adjusted by the National Geodetic Survey in June 1991..
 AG0075
 AG0075.The geoid height was determined by GEOID03.
 AG0075
 AG0075.The dynamic height is computed by dividing the NAVD 88
 AG0075.geopotential number by the normal gravity value computed on the
 AG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0075.degrees latitude (g = 980.6199 gals.).
 AG0075
 AG0075.The modeled gravity was interpolated from observed gravity values.
 AG0075
 AG0075;                    North         East    Units  Estimated Accuracy
 AG0075;SPC FL W     -   394,960.      136,860.      MT  (+/- 180 meters Scaled)
 AG0075
 AG0075                          SUPERSEDED SURVEY CONTROL
 AG0075
 AG0075  NGVD 29 (??/??/92)    4.566  (m)           14.98   (f) ADJ UNCH    2 2
 AG0075
 AG0075.Superseded values are not recommended for survey control.
 AG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0075.See file dsdata.txt to determine how the superseded data were derived.
 AG0075
 AG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL384868(NAD 83)
 AG0075_MARKER: DD = SURVEY DISK
 AG0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0075_SP_SET: HANDRAIL
 AG0075_STAMPING: 171
 AG0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0075
 AG0075  HISTORY     - Date     Condition        Report By
 AG0075  HISTORY     - UNK      MONUMENTED       FLHD
 AG0075  HISTORY     - 1975     GOOD             FLDT
 AG0075  HISTORY     - 19991214 GOOD             USPSQD
 AG0075
 AG0075                          STATION DESCRIPTION
 AG0075
 AG0075'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0075'1 MI N FROM ST PETERSBURG.
 AG0075'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0075'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 5.15 MILES.
 AG0075'STATION IS LOCATED IN THE NE CORNER OF THE EASTBOUND I-75 BRIDGE.
 AG0075'SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 6, T 30S, R 17E.
 AG0075
 AG0075                          STATION RECOVERY (1999)
 AG0075
 AG0075'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2695 ***********************************************************************
 AD2695  DESIGNATION -  17.163
 AD2695  PID         -  AD2695
 AD2695  STATE/COUNTY-  FL/PALM BEACH
 AD2695  USGS QUAD   -  DELRAY BEACH (1983)
 AD2695
 AD2695                         *CURRENT SURVEY CONTROL
 AD2695  ___________________________________________________________________
 AD2695* NAD 83(1986)-  26 27 42.     (N)    080 03 50.     (W)     SCALED    
 AD2695* NAVD 88     -         4.760  (meters)      15.62   (feet)  ADJUSTED  
 AD2695  ___________________________________________________________________
 AD2695  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AD2695  DYNAMIC HT  -           4.753 (meters)      15.59  (feet)  COMP
 AD2695  MODELED GRAV-     979,094.2   (mgal)                       NAVD 88
 AD2695
 AD2695  VERT ORDER  -  FIRST     CLASS I
 AD2695
 AD2695.The horizontal coordinates were scaled from a topographic map and have
 AD2695.an estimated accuracy of +/- 6 seconds.
 AD2695
 AD2695.The orthometric height was determined by differential leveling
 AD2695.and adjusted by the National Geodetic Survey in June 1991..
 AD2695
 AD2695.The geoid height was determined by GEOID03.
 AD2695
 AD2695.The dynamic height is computed by dividing the NAVD 88
 AD2695.geopotential number by the normal gravity value computed on the
 AD2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2695.degrees latitude (g = 980.6199 gals.).
 AD2695
 AD2695.The modeled gravity was interpolated from observed gravity values.
 AD2695
 AD2695;                    North         East    Units  Estimated Accuracy
 AD2695;SPC FL E     -   236,100.      293,350.      MT  (+/- 180 meters Scaled)
 AD2695
 AD2695                          SUPERSEDED SURVEY CONTROL
 AD2695
 AD2695  NGVD 29 (09/01/92)    5.233  (m)           17.17   (f) ADJUSTED    1 1
 AD2695
 AD2695.Superseded values are not recommended for survey control.
 AD2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2695.See file dsdata.txt to determine how the superseded data were derived.
 AD2695
 AD2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK933271(NAD 83)
 AD2695_MARKER: DD = SURVEY DISK
 AD2695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2695_SP_SET: PIER
 AD2695_STAMPING: 17.163
 AD2695_MARK LOGO: FLHD  
 AD2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2695+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 AD2695
 AD2695  HISTORY     - Date     Condition        Report By
 AD2695  HISTORY     - UNK      MONUMENTED       FLHD
 AD2695  HISTORY     - 1965     GOOD             NGS
 AD2695  HISTORY     - 1973     GOOD             NGS
 AD2695  HISTORY     - 1987     GOOD             USPSQD
 AD2695  HISTORY     - 1987     GOOD             USPSQD
 AD2695  HISTORY     - 1988     GOOD             USPSQD
 AD2695  HISTORY     - 1988     GOOD             USPSQD
 AD2695  HISTORY     - 1989     GOOD             USPSQD
 AD2695  HISTORY     - 1989     GOOD             USPSQD
 AD2695  HISTORY     - 1989     GOOD             USPSQD
 AD2695  HISTORY     - 1990     GOOD             USPSQD
 AD2695  HISTORY     - 1990     GOOD             USPSQD
 AD2695  HISTORY     - 19910110 GOOD             NGS
 AD2695  HISTORY     - 20000914 GOOD             USPSQD
 AD2695  HISTORY     - 20031227 GOOD             USPSQD
 AD2695  HISTORY     - 20050107 GOOD             USPSQD
 AD2695
 AD2695                          STATION DESCRIPTION
 AD2695
 AD2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2695'AT DELRAY BEACH.
 AD2695'AT DELRAY BEACH, ABOUT 0.4 MILE EAST ALONG E. ATLANTIC AVENUE
 AD2695'FROM THE CROSSING OF THE FLORIDA EAST COAST RAILWAY, SET IN
 AD2695'THE TOP AT THE EAST SIDE OF CONCRETE PIER JUST WEST OF THE LIFT
 AD2695'SPAN OF THE DRAWBRIDGE OVER THE INTRA-COASTAL WATERWAY, 66.0 FEET
 AD2695'EAST OF THE WEST END OF THE BRIDGE, 4.4 FEET NORTH OF THE NORTH
 AD2695'CURB, 1.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE
 AD2695'CONTROL HOUSE AND ABOUT LEVEL WITH THE SIDEWALK.  IN SECTION
 AD2695'16, R 43 E, T 46 S.
 AD2695
 AD2695                          STATION RECOVERY (1973)
 AD2695
 AD2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1987)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1987)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1988)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1988)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1988 (YH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1989)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1989)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1989)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1989 (JTE)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1990)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1990)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1991)
 AD2695
 AD2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2695'0.3 KM (0.2 MI) EASTERLY ALONG EAST ATLANTIC BOULEVARD (STATE HIGHWAY
 AD2695'806) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S. HIGHWAY 1)
 AD2695'IN DELRAY BEACH, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF
 AD2695'THE NORTH CONCRETE PIER OF THE LIFT SPAN OF THE BOULEVARD BRIDGE
 AD2695'SPANNING THE INTRACOASTAL WATERWAY, 7.7 M (25.3 FT) NORTH OF THE
 AD2695'BOULEVARD CENTERLINE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AD2695'BOULEVARD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 AD2695'BRIDGE TENDERS OFFICE.
 AD2695
 AD2695                          STATION RECOVERY (2000)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (2003)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (2005)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5773 ***********************************************************************
 AD5773  DESIGNATION -  172 B CO
 AD5773  PID         -  AD5773
 AD5773  STATE/COUNTY-  FL/BROWARD
 AD5773  USGS QUAD   -  COOPER CITY (1983)
 AD5773
 AD5773                         *CURRENT SURVEY CONTROL
 AD5773  ___________________________________________________________________
 AD5773* NAD 83(1986)-  26 06 33.     (N)    080 17 19.     (W)     SCALED    
 AD5773* NAVD 88     -         3.090  (meters)      10.14   (feet)  ADJUSTED  
 AD5773  ___________________________________________________________________
 AD5773  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AD5773  DYNAMIC HT  -           3.085 (meters)      10.12  (feet)  COMP
 AD5773  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 AD5773
 AD5773  VERT ORDER  -  FIRST     CLASS II
 AD5773
 AD5773.The horizontal coordinates were scaled from a topographic map and have
 AD5773.an estimated accuracy of +/- 6 seconds.
 AD5773
 AD5773.The orthometric height was determined by differential leveling
 AD5773.and adjusted by the National Geodetic Survey in June 1991..
 AD5773
 AD5773.The geoid height was determined by GEOID03.
 AD5773
 AD5773.The dynamic height is computed by dividing the NAVD 88
 AD5773.geopotential number by the normal gravity value computed on the
 AD5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5773.degrees latitude (g = 980.6199 gals.).
 AD5773
 AD5773.The modeled gravity was interpolated from observed gravity values.
 AD5773
 AD5773;                    North         East    Units  Estimated Accuracy
 AD5773;SPC FL E     -   196,900.      271,150.      MT  (+/- 180 meters Scaled)
 AD5773
 AD5773                          SUPERSEDED SURVEY CONTROL
 AD5773
 AD5773  NGVD 29 (09/01/92)    3.579  (m)           11.74   (f) ADJUSTED    1 2
 AD5773
 AD5773.Superseded values are not recommended for survey control.
 AD5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5773.See file dsdata.txt to determine how the superseded data were derived.
 AD5773
 AD5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ711879(NAD 83)
 AD5773_MARKER: DB = BENCH MARK DISK
 AD5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5773_SP_SET: CONCRETE POST
 AD5773_STAMPING: BM 172 1978
 AD5773_PROJECTION: RECESSED 13 CENTIMETERS
 AD5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5773+STABILITY: SURFACE MOTION
 AD5773
 AD5773  HISTORY     - Date     Condition        Report By
 AD5773  HISTORY     - 1978     MONUMENTED       FL-011
 AD5773  HISTORY     - 1988     GOOD             USPSQD
 AD5773  HISTORY     - 19910716 MARK NOT FOUND   USPSQD
 AD5773  HISTORY     - 19940307 GOOD             USPSQD
 AD5773  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5773
 AD5773                          STATION DESCRIPTION
 AD5773
 AD5773'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5773'4.4 MI NW FROM DAVIE.
 AD5773'ABOUT 4.4 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5773'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED NORTHWEST
 AD5773'2.4 MILES ALONG STATE ROAD 84 TO BRIGHT ROAD (ENTRANCE TO PARK CITY
 AD5773'WEST TRAILER PARK). THE MARK IS 302 FEET WEST OF THE CENTERLINE OF
 AD5773'BRIGHT ROAD ALONG STATE ROAD 84, 6.2 FEET NORTH OF THE NORTH EDGE OF
 AD5773'PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 84, 1.0 FEET NORTH OF A
 AD5773'STEEL GUARD RAIL, 311 FEET SOUTH OF THE TOP BANK OF THE NORTH NEW
 AD5773'RIVER CANAL. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5773'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AD5773
 AD5773                          STATION RECOVERY (1988)
 AD5773
 AD5773'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEM)
 AD5773'RECOVERED IN GOOD CONDITION.
 AD5773
 AD5773                          STATION RECOVERY (1991)
 AD5773
 AD5773'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5773'MARK NOT FOUND.
 AD5773
 AD5773                          STATION RECOVERY (1994)
 AD5773
 AD5773'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5773'RECOVERED IN GOOD CONDITION.
 AD5773
 AD5773                          STATION RECOVERY (2002)
 AD5773
 AD5773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5773'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0076 ***********************************************************************
 AG0076  DESIGNATION -  172 FLHD
 AG0076  PID         -  AG0076
 AG0076  STATE/COUNTY-  FL/PINELLAS
 AG0076  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0076
 AG0076                         *CURRENT SURVEY CONTROL
 AG0076  ___________________________________________________________________
 AG0076* NAD 83(1986)-  27 54 01.     (N)    082 38 23.     (W)     SCALED    
 AG0076* NAVD 88     -         1.332  (meters)       4.37   (feet)  ADJUSTED  
 AG0076  ___________________________________________________________________
 AG0076  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0076  DYNAMIC HT  -           1.330 (meters)       4.36  (feet)  COMP
 AG0076  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AG0076
 AG0076  VERT ORDER  -  SECOND    CLASS II
 AG0076
 AG0076.The horizontal coordinates were scaled from a topographic map and have
 AG0076.an estimated accuracy of +/- 6 seconds.
 AG0076
 AG0076.The orthometric height was determined by differential leveling
 AG0076.and adjusted by the National Geodetic Survey in June 1991..
 AG0076
 AG0076.The geoid height was determined by GEOID03.
 AG0076
 AG0076.The dynamic height is computed by dividing the NAVD 88
 AG0076.geopotential number by the normal gravity value computed on the
 AG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0076.degrees latitude (g = 980.6199 gals.).
 AG0076
 AG0076.The modeled gravity was interpolated from observed gravity values.
 AG0076
 AG0076;                    North         East    Units  Estimated Accuracy
 AG0076;SPC FL W     -   395,320.      137,020.      MT  (+/- 180 meters Scaled)
 AG0076
 AG0076                          SUPERSEDED SURVEY CONTROL
 AG0076
 AG0076  NGVD 29 (??/??/92)    1.595  (m)            5.23   (f) ADJ UNCH    2 2
 AG0076
 AG0076.Superseded values are not recommended for survey control.
 AG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0076.See file dsdata.txt to determine how the superseded data were derived.
 AG0076
 AG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386872(NAD 83)
 AG0076_MARKER: DD = SURVEY DISK
 AG0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0076_SP_SET: HEADWALL
 AG0076_STAMPING: 172
 AG0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0076
 AG0076  HISTORY     - Date     Condition        Report By
 AG0076  HISTORY     - UNK      MONUMENTED       FLHD
 AG0076  HISTORY     - 1975     GOOD             FLDT
 AG0076
 AG0076                          STATION DESCRIPTION
 AG0076
 AG0076'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0076'1.5 MI N FROM ST PETERSBURG.
 AG0076'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0076'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0076'FOR 2.55 MILES.  STATION ON RIGHT, 67.7 FT. EAST OF THE CENTERLINE
 AG0076'OF 4TH STREET NORTH.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0076'SECTION 6, T 30S, R 17E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5774 ***********************************************************************
 AD5774  DESIGNATION -  173 B CO
 AD5774  PID         -  AD5774
 AD5774  STATE/COUNTY-  FL/BROWARD
 AD5774  USGS QUAD   -  COOPER CITY (1983)
 AD5774
 AD5774                         *CURRENT SURVEY CONTROL
 AD5774  ___________________________________________________________________
 AD5774* NAD 83(1986)-  26 06 27.     (N)    080 16 56.     (W)     SCALED    
 AD5774* NAVD 88     -         2.383  (meters)       7.82   (feet)  ADJUSTED  
 AD5774  ___________________________________________________________________
 AD5774  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AD5774  DYNAMIC HT  -           2.379 (meters)       7.81  (feet)  COMP
 AD5774  MODELED GRAV-     979,058.9   (mgal)                       NAVD 88
 AD5774
 AD5774  VERT ORDER  -  FIRST     CLASS II
 AD5774
 AD5774.The horizontal coordinates were scaled from a topographic map and have
 AD5774.an estimated accuracy of +/- 6 seconds.
 AD5774
 AD5774.The orthometric height was determined by differential leveling
 AD5774.and adjusted by the National Geodetic Survey in June 1991..
 AD5774
 AD5774.The geoid height was determined by GEOID03.
 AD5774
 AD5774.The dynamic height is computed by dividing the NAVD 88
 AD5774.geopotential number by the normal gravity value computed on the
 AD5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5774.degrees latitude (g = 980.6199 gals.).
 AD5774
 AD5774.The modeled gravity was interpolated from observed gravity values.
 AD5774
 AD5774;                    North         East    Units  Estimated Accuracy
 AD5774;SPC FL E     -   196,720.      271,790.      MT  (+/- 180 meters Scaled)
 AD5774
 AD5774                          SUPERSEDED SURVEY CONTROL
 AD5774
 AD5774  NGVD 29 (09/01/92)    2.872  (m)            9.42   (f) ADJUSTED    1 2
 AD5774
 AD5774.Superseded values are not recommended for survey control.
 AD5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5774.See file dsdata.txt to determine how the superseded data were derived.
 AD5774
 AD5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ717877(NAD 83)
 AD5774_MARKER: DB = BENCH MARK DISK
 AD5774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5774_SP_SET: CONCRETE POST
 AD5774_STAMPING: BM 173
 AD5774_PROJECTION: RECESSED 20 CENTIMETERS
 AD5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5774+STABILITY: SURFACE MOTION
 AD5774
 AD5774  HISTORY     - Date     Condition        Report By
 AD5774  HISTORY     - 1978     MONUMENTED       FL-011
 AD5774  HISTORY     - 19910716 GOOD             USPSQD
 AD5774  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 AD5774  HISTORY     - 20010413 MARK NOT FOUND   GCYI
 AD5774  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5774
 AD5774                          STATION DESCRIPTION
 AD5774
 AD5774'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5774'4 MI NW FROM DAVIE.
 AD5774'ABOUT 4.0 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5774'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 2.0 MILES
 AD5774'NORTHWEST ALONG STATE ROAD 84 TO NOB HILL ROAD. THE MARK IS 216 FEET
 AD5774'EAST OF THE CENTERLINE OF PAVEMENT OF NOB HILL ROAD ALONG STATE ROAD
 AD5774'84, 16 FEET NORTH OF THE NORTHEDGE OF PAVEMENT OF STATE ROAD 84, 306
 AD5774'FEET EAST OF A WOOD POWER POLE, 7 FEET NORTHEAST OF AND 7.7 FEET
 AD5774'NORTHWEST OF CHISELED CROSSES IN GUARDRAIL POSTS. THE MARK IS A
 AD5774'STANDARD BROWARD COUNTY DISK.
 AD5774'THE MARK IS 6 FT  N FROM A WITNESS POST.
 AD5774
 AD5774                          STATION RECOVERY (1991)
 AD5774
 AD5774'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5774'RECOVERED IN GOOD CONDITION.
 AD5774
 AD5774                          STATION RECOVERY (1994)
 AD5774
 AD5774'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5774'MARK NOT FOUND.
 AD5774
 AD5774                          STATION RECOVERY (2001)
 AD5774
 AD5774'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5774'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5774
 AD5774                          STATION RECOVERY (2002)
 AD5774
 AD5774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5774'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0077 ***********************************************************************
 AG0077  DESIGNATION -  173 FLHD
 AG0077  PID         -  AG0077
 AG0077  STATE/COUNTY-  FL/PINELLAS
 AG0077  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0077
 AG0077                         *CURRENT SURVEY CONTROL
 AG0077  ___________________________________________________________________
 AG0077* NAD 83(1986)-  27 54 01.     (N)    082 38 23.     (W)     SCALED    
 AG0077* NAVD 88     -         8.887  (meters)      29.16   (feet)  ADJUSTED  
 AG0077  ___________________________________________________________________
 AG0077  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0077  DYNAMIC HT  -           8.874 (meters)      29.11  (feet)  COMP
 AG0077  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AG0077
 AG0077  VERT ORDER  -  SECOND    CLASS II
 AG0077
 AG0077.The horizontal coordinates were scaled from a topographic map and have
 AG0077.an estimated accuracy of +/- 6 seconds.
 AG0077
 AG0077.The orthometric height was determined by differential leveling
 AG0077.and adjusted by the National Geodetic Survey in June 1991..
 AG0077
 AG0077.The geoid height was determined by GEOID03.
 AG0077
 AG0077.The dynamic height is computed by dividing the NAVD 88
 AG0077.geopotential number by the normal gravity value computed on the
 AG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0077.degrees latitude (g = 980.6199 gals.).
 AG0077
 AG0077.The modeled gravity was interpolated from observed gravity values.
 AG0077
 AG0077;                    North         East    Units  Estimated Accuracy
 AG0077;SPC FL W     -   395,320.      137,020.      MT  (+/- 180 meters Scaled)
 AG0077
 AG0077                          SUPERSEDED SURVEY CONTROL
 AG0077
 AG0077  NGVD 29 (??/??/92)    9.149  (m)           30.02   (f) ADJ UNCH    2 2
 AG0077
 AG0077.Superseded values are not recommended for survey control.
 AG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0077.See file dsdata.txt to determine how the superseded data were derived.
 AG0077
 AG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386872(NAD 83)
 AG0077_MARKER: DD = SURVEY DISK
 AG0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0077_SP_SET: HANDRAIL
 AG0077_STAMPING: 173
 AG0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0077
 AG0077  HISTORY     - Date     Condition        Report By
 AG0077  HISTORY     - UNK      MONUMENTED       FLHD
 AG0077  HISTORY     - 1975     GOOD             FLDT
 AG0077  HISTORY     - 1989     GOOD             USPSQD
 AG0077  HISTORY     - 19891129 GOOD             FLDT
 AG0077
 AG0077                          STATION DESCRIPTION
 AG0077
 AG0077'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0077'1.5 MI N FROM ST PETERSBURG.
 AG0077'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0077'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 5.4 MILE TO THE
 AG0077'4TH STREET OVERPASS.  STATION ON RIGHT, IN THE SOUTHEAST CORNER
 AG0077'OF THE OVERPASS.  SET IN TOP OF CONCRETE HANDRAIL.  SECTION 6,
 AG0077'T 30S, R 17E.
 AG0077
 AG0077                          STATION RECOVERY (1989)
 AG0077
 AG0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0077'RECOVERED IN GOOD CONDITION.
 AG0077
 AG0077                          STATION RECOVERY (1989)
 AG0077
 AG0077'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (WB)
 AG0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2401 ***********************************************************************
 AB2401  DESIGNATION -  17.36
 AB2401  PID         -  AB2401
 AB2401  STATE/COUNTY-  FL/MONROE
 AB2401  USGS QUAD   -  FLAMINGO (1990)
 AB2401
 AB2401                         *CURRENT SURVEY CONTROL
 AB2401  ___________________________________________________________________
 AB2401* NAD 83(1986)-  25 08 57.     (N)    080 55 20.     (W)     SCALED    
 AB2401* NAVD 88     -         4.584  (meters)      15.04   (feet)  ADJUSTED  
 AB2401  ___________________________________________________________________
 AB2401  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB2401  DYNAMIC HT  -           4.576 (meters)      15.01  (feet)  COMP
 AB2401  MODELED GRAV-     978,988.6   (mgal)                       NAVD 88
 AB2401
 AB2401  VERT ORDER  -  FIRST     CLASS II
 AB2401
 AB2401.The horizontal coordinates were scaled from a topographic map and have
 AB2401.an estimated accuracy of +/- 6 seconds.
 AB2401
 AB2401.The orthometric height was determined by differential leveling
 AB2401.and adjusted by the National Geodetic Survey in April 1996..
 AB2401
 AB2401.The geoid height was determined by GEOID03.
 AB2401
 AB2401.The dynamic height is computed by dividing the NAVD 88
 AB2401.geopotential number by the normal gravity value computed on the
 AB2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2401.degrees latitude (g = 980.6199 gals.).
 AB2401
 AB2401.The modeled gravity was interpolated from observed gravity values.
 AB2401
 AB2401;                    North         East    Units  Estimated Accuracy
 AB2401;SPC FL E     -    90,370.      207,840.      MT  (+/- 180 meters Scaled)
 AB2401
 AB2401                          SUPERSEDED SURVEY CONTROL
 AB2401
 AB2401.No superseded survey control is available for this station.
 AB2401
 AB2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH078814(NAD 83)
 AB2401_MARKER: DD = SURVEY DISK
 AB2401_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB2401_SP_SET: BRIDGE GUARDRAIL
 AB2401_STAMPING: 17.36
 AB2401_MARK LOGO: NPS   
 AB2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2401+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1994
 AB2401
 AB2401  HISTORY     - Date     Condition        Report By
 AB2401  HISTORY     - UNK      MONUMENTED       NPS
 AB2401  HISTORY     - 19941022 GOOD             FLDEP
 AB2401
 AB2401                          STATION DESCRIPTION
 AB2401
 AB2401'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2401'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2401'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2401'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2401'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2401'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2401'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2401'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2401'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2401'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2401'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2401'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2401'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2401'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2401'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2401'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2401'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2401'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2401'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2401'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2401'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2401'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2401'BUTTONWOOD CANAL AND THE MARK ON THE RIGHT, SET ON THE TOP OF THE
 AB2401'WEST-NORTHWEST END OF THE CONCRETE BRIDGE GUARDRAIL 2.5 FT (0.8 M)
 AB2401'ABOVE THE LEVEL OF PARK ROAD (STATE ROAD 27) . LOCATED 22.6 FT (6.9 M)
 AB2401'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL, 15.7 FT (4.8
 AB2401'M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF PARK ROAD (STATE ROAD
 AB2401'27) AND 0.5 FT (15.2 CM) SOUTHWEST OF THE NORTHWEST END OF THE
 AB2401'CONCRETE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5775 ***********************************************************************
 AD5775  DESIGNATION -  174 B CO
 AD5775  PID         -  AD5775
 AD5775  STATE/COUNTY-  FL/BROWARD
 AD5775  USGS QUAD   -  COOPER CITY (1983)
 AD5775
 AD5775                         *CURRENT SURVEY CONTROL
 AD5775  ___________________________________________________________________
 AD5775* NAD 83(1986)-  26 06 27.     (N)    080 16 19.     (W)     SCALED    
 AD5775* NAVD 88     -         2.076  (meters)       6.81   (feet)  ADJUSTED  
 AD5775  ___________________________________________________________________
 AD5775  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AD5775  DYNAMIC HT  -           2.073 (meters)       6.80  (feet)  COMP
 AD5775  MODELED GRAV-     979,059.0   (mgal)                       NAVD 88
 AD5775
 AD5775  VERT ORDER  -  FIRST     CLASS II
 AD5775
 AD5775.The horizontal coordinates were scaled from a topographic map and have
 AD5775.an estimated accuracy of +/- 6 seconds.
 AD5775
 AD5775.The orthometric height was determined by differential leveling
 AD5775.and adjusted by the National Geodetic Survey in June 1991..
 AD5775
 AD5775.The geoid height was determined by GEOID03.
 AD5775
 AD5775.The dynamic height is computed by dividing the NAVD 88
 AD5775.geopotential number by the normal gravity value computed on the
 AD5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5775.degrees latitude (g = 980.6199 gals.).
 AD5775
 AD5775.The modeled gravity was interpolated from observed gravity values.
 AD5775
 AD5775;                    North         East    Units  Estimated Accuracy
 AD5775;SPC FL E     -   196,730.      272,820.      MT  (+/- 180 meters Scaled)
 AD5775
 AD5775                          SUPERSEDED SURVEY CONTROL
 AD5775
 AD5775  NGVD 29 (09/01/92)    2.565  (m)            8.42   (f) ADJUSTED    1 2
 AD5775
 AD5775.Superseded values are not recommended for survey control.
 AD5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5775.See file dsdata.txt to determine how the superseded data were derived.
 AD5775
 AD5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ727877(NAD 83)
 AD5775_MARKER: DB = BENCH MARK DISK
 AD5775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5775_SP_SET: CONCRETE POST
 AD5775_STAMPING: BM 174
 AD5775_PROJECTION: RECESSED 8 CENTIMETERS
 AD5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5775+STABILITY: SURFACE MOTION
 AD5775
 AD5775  HISTORY     - Date     Condition        Report By
 AD5775  HISTORY     - 1978     MONUMENTED       FL-011
 AD5775  HISTORY     - 19910716 GOOD             USPSQD
 AD5775  HISTORY     - 19940307 GOOD             USPSQD
 AD5775  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5775  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5775
 AD5775                          STATION DESCRIPTION
 AD5775
 AD5775'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5775'3.6 MI NW FROM DAVIE.
 AD5775'ABOUT 3.6 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5775'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED NORTHWEST
 AD5775'ALONG STATE ROAD 84 FOR 1.5 MILES TO THE MARK. THE MARK IS 0.5 MILES
 AD5775'WEST OF PINE ISLAND ROAD, 17.6 FEET NORTH OF THE NORTHEDGE OF
 AD5775'PAVEMENT OF STATE ROAD 84, 114.3 FEET WEST OF A CHAIN LINK FENCE PUMP
 AD5775'ENCLOSURE, 7.6 FEET NORTHWEST OF AND 7.6 FEET NORTHEAST OF CHISELED
 AD5775'CROSSES IN GUARD RAIL POSTS, 32 FEET SOUTH OF THE SOUTH BANK OF THE
 AD5775'NORTH NEW RIVER CANAL. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5775'THE MARK IS 7 FT  N FROM A WITNESS POST.
 AD5775
 AD5775                          STATION RECOVERY (1991)
 AD5775
 AD5775'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5775'RECOVERED IN GOOD CONDITION.
 AD5775
 AD5775                          STATION RECOVERY (1994)
 AD5775
 AD5775'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5775'RECOVERED IN GOOD CONDITION.
 AD5775
 AD5775                          STATION RECOVERY (2001)
 AD5775
 AD5775'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5775'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5775
 AD5775                          STATION RECOVERY (2002)
 AD5775
 AD5775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5775'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0078 ***********************************************************************
 AG0078  DESIGNATION -  174 FLHD
 AG0078  PID         -  AG0078
 AG0078  STATE/COUNTY-  FL/PINELLAS
 AG0078  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0078
 AG0078                         *CURRENT SURVEY CONTROL
 AG0078  ___________________________________________________________________
 AG0078* NAD 83(1986)-  27 54 01.     (N)    082 38 17.     (W)     SCALED    
 AG0078* NAVD 88     -         8.850  (meters)      29.04   (feet)  ADJUSTED  
 AG0078  ___________________________________________________________________
 AG0078  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0078  DYNAMIC HT  -           8.837 (meters)      28.99  (feet)  COMP
 AG0078  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG0078
 AG0078  VERT ORDER  -  SECOND    CLASS II
 AG0078
 AG0078.The horizontal coordinates were scaled from a topographic map and have
 AG0078.an estimated accuracy of +/- 6 seconds.
 AG0078
 AG0078.The orthometric height was determined by differential leveling
 AG0078.and adjusted by the National Geodetic Survey in June 1991..
 AG0078
 AG0078.The geoid height was determined by GEOID03.
 AG0078
 AG0078.The dynamic height is computed by dividing the NAVD 88
 AG0078.geopotential number by the normal gravity value computed on the
 AG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0078.degrees latitude (g = 980.6199 gals.).
 AG0078
 AG0078.The modeled gravity was interpolated from observed gravity values.
 AG0078
 AG0078;                    North         East    Units  Estimated Accuracy
 AG0078;SPC FL W     -   395,320.      137,190.      MT  (+/- 180 meters Scaled)
 AG0078
 AG0078                          SUPERSEDED SURVEY CONTROL
 AG0078
 AG0078  NGVD 29 (??/??/92)    9.112  (m)           29.89   (f) ADJ UNCH    2 2
 AG0078
 AG0078.Superseded values are not recommended for survey control.
 AG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0078.See file dsdata.txt to determine how the superseded data were derived.
 AG0078
 AG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387872(NAD 83)
 AG0078_MARKER: DD = SURVEY DISK
 AG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0078_SP_SET: HANDRAIL
 AG0078_STAMPING: 174
 AG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0078
 AG0078  HISTORY     - Date     Condition        Report By
 AG0078  HISTORY     - UNK      MONUMENTED       FLHD
 AG0078  HISTORY     - 1975     GOOD             FLDT
 AG0078
 AG0078                          STATION DESCRIPTION
 AG0078
 AG0078'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0078'1.5 MI N FROM ST PETERSBURG.
 AG0078'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0078'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 5.4 MILES TO THE
 AG0078'4TH STREET OVERPASS.  STATION ON LEFT, IN THE NORTHEAST CORNER
 AG0078'OF THE OVERPASS.  SET IN TOP OF CONCRETE HANDRAIL.  SECTION 6,
 AG0078'T 30S, R 17E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0080 ***********************************************************************
 AG0080  DESIGNATION -  175 FLHD
 AG0080  PID         -  AG0080
 AG0080  STATE/COUNTY-  FL/PINELLAS
 AG0080  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0080
 AG0080                         *CURRENT SURVEY CONTROL
 AG0080  ___________________________________________________________________
 AG0080* NAD 83(1986)-  27 54 37.     (N)    082 37 35.     (W)     SCALED    
 AG0080* NAVD 88     -         0.998  (meters)       3.27   (feet)  ADJUSTED  
 AG0080  ___________________________________________________________________
 AG0080  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG0080  DYNAMIC HT  -           0.996 (meters)       3.27  (feet)  COMP
 AG0080  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 AG0080
 AG0080  VERT ORDER  -  SECOND    CLASS II
 AG0080
 AG0080.The horizontal coordinates were scaled from a topographic map and have
 AG0080.an estimated accuracy of +/- 6 seconds.
 AG0080
 AG0080.The orthometric height was determined by differential leveling
 AG0080.and adjusted by the National Geodetic Survey in June 1991..
 AG0080
 AG0080.The geoid height was determined by GEOID03.
 AG0080
 AG0080.The dynamic height is computed by dividing the NAVD 88
 AG0080.geopotential number by the normal gravity value computed on the
 AG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0080.degrees latitude (g = 980.6199 gals.).
 AG0080
 AG0080.The modeled gravity was interpolated from observed gravity values.
 AG0080
 AG0080;                    North         East    Units  Estimated Accuracy
 AG0080;SPC FL W     -   396,420.      138,340.      MT  (+/- 180 meters Scaled)
 AG0080
 AG0080                          SUPERSEDED SURVEY CONTROL
 AG0080
 AG0080  NGVD 29 (??/??/92)    1.260  (m)            4.13   (f) ADJ UNCH    2 2
 AG0080
 AG0080.Superseded values are not recommended for survey control.
 AG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0080.See file dsdata.txt to determine how the superseded data were derived.
 AG0080
 AG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL399883(NAD 83)
 AG0080_MARKER: DD = SURVEY DISK
 AG0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0080_SP_SET: SEAWALL
 AG0080_STAMPING: 175
 AG0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0080
 AG0080  HISTORY     - Date     Condition        Report By
 AG0080  HISTORY     - UNK      MONUMENTED       FLHD
 AG0080  HISTORY     - 1975     GOOD             FLDT
 AG0080
 AG0080                          STATION DESCRIPTION
 AG0080
 AG0080'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0080'1.7 MI N FROM ST PETERSBURG.
 AG0080'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0080'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET
 AG0080'N. AND NORTHEASTERLY ALONG I-75 FOR 3.65 MILES.  STATION ON RIGHT,
 AG0080'104.0 FT. SE OF THE CENTERLINE OF I-75, 129.5 FT. EAST OF LIGHT
 AG0080'POLE, NO NUMBER, S.R.D. STA. 679+95.  SET IN TOP OF CONCRETE
 AG0080'SEAWALL.  SECTION 32, T 29S, R 17E.  NOTE-- SEAWALL MAY BE COVERED
 AG0080'WITH SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5777 ***********************************************************************
 AD5777  DESIGNATION -  176 B CO
 AD5777  PID         -  AD5777
 AD5777  STATE/COUNTY-  FL/BROWARD
 AD5777  USGS QUAD   -  COOPER CITY (1983)
 AD5777
 AD5777                         *CURRENT SURVEY CONTROL
 AD5777  ___________________________________________________________________
 AD5777* NAD 83(1986)-  26 06 05.     (N)    080 15 29.     (W)     SCALED    
 AD5777* NAVD 88     -         1.996  (meters)       6.55   (feet)  ADJUSTED  
 AD5777  ___________________________________________________________________
 AD5777  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AD5777  DYNAMIC HT  -           1.993 (meters)       6.54  (feet)  COMP
 AD5777  MODELED GRAV-     979,058.5   (mgal)                       NAVD 88
 AD5777
 AD5777  VERT ORDER  -  FIRST     CLASS II
 AD5777
 AD5777.The horizontal coordinates were scaled from a topographic map and have
 AD5777.an estimated accuracy of +/- 6 seconds.
 AD5777
 AD5777.The orthometric height was determined by differential leveling
 AD5777.and adjusted by the National Geodetic Survey in June 1991..
 AD5777
 AD5777.The geoid height was determined by GEOID03.
 AD5777
 AD5777.The dynamic height is computed by dividing the NAVD 88
 AD5777.geopotential number by the normal gravity value computed on the
 AD5777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5777.degrees latitude (g = 980.6199 gals.).
 AD5777
 AD5777.The modeled gravity was interpolated from observed gravity values.
 AD5777
 AD5777;                    North         East    Units  Estimated Accuracy
 AD5777;SPC FL E     -   196,060.      274,220.      MT  (+/- 180 meters Scaled)
 AD5777
 AD5777                          SUPERSEDED SURVEY CONTROL
 AD5777
 AD5777  NGVD 29 (09/01/92)    2.485  (m)            8.15   (f) ADJUSTED    1 2
 AD5777
 AD5777.Superseded values are not recommended for survey control.
 AD5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5777.See file dsdata.txt to determine how the superseded data were derived.
 AD5777
 AD5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ741871(NAD 83)
 AD5777_MARKER: DB = BENCH MARK DISK
 AD5777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5777_SP_SET: CONCRETE POST
 AD5777_STAMPING: BM 176
 AD5777_PROJECTION: RECESSED 20 CENTIMETERS
 AD5777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5777+STABILITY: SURFACE MOTION
 AD5777
 AD5777  HISTORY     - Date     Condition        Report By
 AD5777  HISTORY     - 1978     MONUMENTED       FL-011
 AD5777  HISTORY     - 19910716 GOOD             USPSQD
 AD5777  HISTORY     - 19940307 GOOD             USPSQD
 AD5777  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5777  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5777
 AD5777                          STATION DESCRIPTION
 AD5777
 AD5777'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5777'2.8 MI NW FROM DAVIE.
 AD5777'ABOUT 2.8 MILES NORTHWEST OF DAVY CITY HALL. FROM THE INTERSECTION OF
 AD5777'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 0.5 MILES
 AD5777'NORTHWEST ALONG STATE ROAD 84 TO THE MARK. THE MARK IS 14.4 FEET NORTH
 AD5777'OF THE NORTH EDGE OF PAVEMENT OF STATE ROAD 84, 12 FEET WEST OF A WOOD
 AD5777'POWER POLE, 4.7 FEET NORTHWEST OF AND 5.6 FEET NORTHEAST OF CHISELED
 AD5777'CROSSES IN GUARD RAIL POSTS. THE MARK IS A STANDARD BROWARD COUNTY
 AD5777'DISK.
 AD5777'THE MARK IS 4 FT  N FROM A WITNESS POST.
 AD5777
 AD5777                          STATION RECOVERY (1991)
 AD5777
 AD5777'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5777'RECOVERED IN GOOD CONDITION.
 AD5777
 AD5777                          STATION RECOVERY (1994)
 AD5777
 AD5777'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5777'RECOVERED IN GOOD CONDITION.
 AD5777
 AD5777                          STATION RECOVERY (2001)
 AD5777
 AD5777'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5777'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5777
 AD5777                          STATION RECOVERY (2002)
 AD5777
 AD5777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0081 ***********************************************************************
 AG0081  DESIGNATION -  176 FLHD
 AG0081  PID         -  AG0081
 AG0081  STATE/COUNTY-  FL/PINELLAS
 AG0081  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0081
 AG0081                         *CURRENT SURVEY CONTROL
 AG0081  ___________________________________________________________________
 AG0081* NAD 83(1986)-  27 54 43.     (N)    082 37 29.     (W)     SCALED    
 AG0081* NAVD 88     -         0.956  (meters)       3.14   (feet)  ADJUSTED  
 AG0081  ___________________________________________________________________
 AG0081  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG0081  DYNAMIC HT  -           0.954 (meters)       3.13  (feet)  COMP
 AG0081  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AG0081
 AG0081  VERT ORDER  -  SECOND    CLASS II
 AG0081
 AG0081.The horizontal coordinates were scaled from a topographic map and have
 AG0081.an estimated accuracy of +/- 6 seconds.
 AG0081
 AG0081.The orthometric height was determined by differential leveling
 AG0081.and adjusted by the National Geodetic Survey in June 1991..
 AG0081
 AG0081.The geoid height was determined by GEOID03.
 AG0081
 AG0081.The dynamic height is computed by dividing the NAVD 88
 AG0081.geopotential number by the normal gravity value computed on the
 AG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0081.degrees latitude (g = 980.6199 gals.).
 AG0081
 AG0081.The modeled gravity was interpolated from observed gravity values.
 AG0081
 AG0081;                    North         East    Units  Estimated Accuracy
 AG0081;SPC FL W     -   396,610.      138,500.      MT  (+/- 180 meters Scaled)
 AG0081
 AG0081                          SUPERSEDED SURVEY CONTROL
 AG0081
 AG0081  NGVD 29 (??/??/92)    1.218  (m)            4.00   (f) ADJ UNCH    2 2
 AG0081
 AG0081.Superseded values are not recommended for survey control.
 AG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0081.See file dsdata.txt to determine how the superseded data were derived.
 AG0081
 AG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401885(NAD 83)
 AG0081_MARKER: DD = SURVEY DISK
 AG0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0081_SP_SET: SEAWALL
 AG0081_STAMPING: 176
 AG0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0081
 AG0081  HISTORY     - Date     Condition        Report By
 AG0081  HISTORY     - UNK      MONUMENTED       FLHD
 AG0081  HISTORY     - 1975     GOOD             FLDT
 AG0081
 AG0081                          STATION DESCRIPTION
 AG0081
 AG0081'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0081'2 MI N FROM ST PETERSBURG.
 AG0081'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0081'686) AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH
 AG0081'STREET N. AND EASTERLY ALONG I-75 FOR 3.85 MILES.  STATION ON
 AG0081'RIGHT, 105.6 FT. SE OF THE CENTERLINE OF I-75, 124.8 FT.
 AG0081'EAST OF LIGHT POLE, NUMBER 79, S.R.D. STA. 689+82.4.  SET IN
 AG0081'TOP OF A CONCRETE SEAWALL.  SECTION 32, T 29S, R 17E.
 AG0081'NOTE-- SEAWALL MAY BE COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7046 ***********************************************************************
 AG7046  DESIGNATION -  177 C OF SP
 AG7046  PID         -  AG7046
 AG7046  STATE/COUNTY-  FL/PINELLAS
 AG7046  USGS QUAD   -  ST PETERSBURG (1987)
 AG7046
 AG7046                         *CURRENT SURVEY CONTROL
 AG7046  ___________________________________________________________________
 AG7046* NAD 83(1986)-  27 46 38.     (N)    082 41 59.     (W)     SCALED    
 AG7046* NAVD 88     -        15.238  (meters)      49.99   (feet)  ADJUSTED  
 AG7046  ___________________________________________________________________
 AG7046  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7046  DYNAMIC HT  -          15.215 (meters)      49.92  (feet)  COMP
 AG7046  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AG7046
 AG7046  VERT ORDER  -  SECOND    CLASS II
 AG7046
 AG7046.The horizontal coordinates were scaled from a topographic map and have
 AG7046.an estimated accuracy of +/- 6 seconds.
 AG7046
 AG7046.The orthometric height was determined by differential leveling
 AG7046.and adjusted by the National Geodetic Survey in June 1991..
 AG7046
 AG7046.The geoid height was determined by GEOID03.
 AG7046
 AG7046.The dynamic height is computed by dividing the NAVD 88
 AG7046.geopotential number by the normal gravity value computed on the
 AG7046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7046.degrees latitude (g = 980.6199 gals.).
 AG7046
 AG7046.The modeled gravity was interpolated from observed gravity values.
 AG7046
 AG7046;                    North         East    Units  Estimated Accuracy
 AG7046;SPC FL W     -   381,720.      131,040.      MT  (+/- 180 meters Scaled)
 AG7046
 AG7046                          SUPERSEDED SURVEY CONTROL
 AG7046
 AG7046  NGVD 29 (??/??/92)   15.507  (m)           50.88   (f) ADJ UNCH    2 2
 AG7046
 AG7046.Superseded values are not recommended for survey control.
 AG7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7046.See file dsdata.txt to determine how the superseded data were derived.
 AG7046
 AG7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325736(NAD 83)
 AG7046_MARKER: DB = BENCH MARK DISK
 AG7046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7046_SP_SET: CONCRETE POST
 AG7046_PROJECTION: FLUSH
 AG7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7046+STABILITY: SURFACE MOTION
 AG7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7046+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AG7046
 AG7046  HISTORY     - Date     Condition        Report By
 AG7046  HISTORY     - UNK      MONUMENTED       FL2730
 AG7046  HISTORY     - 1977     GOOD             FL-103
 AG7046  HISTORY     - 19990105 GOOD             USPSQD
 AG7046  HISTORY     - 20060116 GOOD             USPSQD
 AG7046
 AG7046                          STATION DESCRIPTION
 AG7046
 AG7046'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7046'IN ST PETERSBURG.
 AG7046'THE STATION IS LOCATED AT THE INTERSECTION OF SR 691 49TH ST. N. AND
 AG7046'SR 595 5TH AVE. N. STATION IN N.W. CORNER, 45.5 FT. WEST OF THE
 AG7046'CENTERLINE OF 49TH ST. N., 49.0 FT. NORTH OF THE CENTERLINE OF 5TH
 AG7046'AVE. N., 62.9 FT. S.E. OF THE S.E. CORNER OF A TWO STORY BLOCK
 AG7046'BUILDING EMMANUEL BAPTIST CHURCH, 14.4 FT. S.W. OF A CONCRETE SIGNAL
 AG7046'AND LIGHT POLE NO NUMBER, 0.7 FT. NORTH OF THE BACK OF SIDEWAL, 0.5
 AG7046'FT. WEST OF THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST
 AG7046'THAT IS FLUSH WITH THE GROUND.
 AG7046
 AG7046                          STATION RECOVERY (1999)
 AG7046
 AG7046'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7046'RECOVERED IN GOOD CONDITION.
 AG7046
 AG7046                          STATION RECOVERY (2006)
 AG7046
 AG7046'RECOVERY NOTE BY US POWER SQUADRON 2006 (HH)
 AG7046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0082 ***********************************************************************
 AG0082  DESIGNATION -  177 FLHD
 AG0082  PID         -  AG0082
 AG0082  STATE/COUNTY-  FL/PINELLAS
 AG0082  USGS QUAD   -  GANDY BRIDGE (1987)
 AG0082
 AG0082                         *CURRENT SURVEY CONTROL
 AG0082  ___________________________________________________________________
 AG0082* NAD 83(1986)-  27 54 49.     (N)    082 37 17.     (W)     SCALED    
 AG0082* NAVD 88     -         0.972  (meters)       3.19   (feet)  ADJUSTED  
 AG0082  ___________________________________________________________________
 AG0082  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AG0082  DYNAMIC HT  -           0.970 (meters)       3.18  (feet)  COMP
 AG0082  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AG0082
 AG0082  VERT ORDER  -  SECOND    CLASS II
 AG0082
 AG0082.The horizontal coordinates were scaled from a topographic map and have
 AG0082.an estimated accuracy of +/- 6 seconds.
 AG0082
 AG0082.The orthometric height was determined by differential leveling
 AG0082.and adjusted by the National Geodetic Survey in June 1991..
 AG0082
 AG0082.The geoid height was determined by GEOID03.
 AG0082
 AG0082.The dynamic height is computed by dividing the NAVD 88
 AG0082.geopotential number by the normal gravity value computed on the
 AG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0082.degrees latitude (g = 980.6199 gals.).
 AG0082
 AG0082.The modeled gravity was interpolated from observed gravity values.
 AG0082
 AG0082;                    North         East    Units  Estimated Accuracy
 AG0082;SPC FL W     -   396,790.      138,830.      MT  (+/- 180 meters Scaled)
 AG0082
 AG0082                          SUPERSEDED SURVEY CONTROL
 AG0082
 AG0082  NGVD 29 (??/??/92)    1.234  (m)            4.05   (f) ADJ UNCH    2 2
 AG0082
 AG0082.Superseded values are not recommended for survey control.
 AG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0082.See file dsdata.txt to determine how the superseded data were derived.
 AG0082
 AG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL404886(NAD 83)
 AG0082_MARKER: DD = SURVEY DISK
 AG0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0082_SP_SET: SEAWALL
 AG0082_STAMPING: 177
 AG0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0082
 AG0082  HISTORY     - Date     Condition        Report By
 AG0082  HISTORY     - UNK      MONUMENTED       FLHD
 AG0082  HISTORY     - 1975     GOOD             FLDT
 AG0082
 AG0082                          STATION DESCRIPTION
 AG0082
 AG0082'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0082'2 MI N FROM ST PETERSBURG.
 AG0082'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0082'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0082'AND EASTERLY ALONG I-75 FOR 4.05 MILES.  STATION ON RIGHT, 105.5
 AG0082'FT. SE OF THE CENTERLINE OF I-75, 136.2 FT. EAST OF LIGHT POLE,
 AG0082'NUMBER 75, S.R.D. STA. 699+96.  SET IN TOP OF CONCRETE SEAWALL.
 AG0082'SECTION 32, T 29S, R 17E.  NOTE-- SEAWALL MAY BE COVERED BY
 AG0082'SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0685 ***********************************************************************
 AD0685  DESIGNATION -  17.7 USDA
 AD0685  PID         -  AD0685
 AD0685  STATE/COUNTY-  FL/PALM BEACH
 AD0685  USGS QUAD   -  BELLE GLADE (1984)
 AD0685
 AD0685                         *CURRENT SURVEY CONTROL
 AD0685  ___________________________________________________________________
 AD0685* NAD 83(1986)-  26 40 06.     (N)    080 37 56.     (W)     SCALED    
 AD0685* NAVD 88     -         5.019  (meters)      16.47   (feet)  ADJUSTED  
 AD0685  ___________________________________________________________________
 AD0685  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AD0685  DYNAMIC HT  -           5.012 (meters)      16.44  (feet)  COMP
 AD0685  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 AD0685
 AD0685  VERT ORDER  -  SECOND    CLASS 0
 AD0685
 AD0685.The horizontal coordinates were scaled from a topographic map and have
 AD0685.an estimated accuracy of +/- 6 seconds.
 AD0685
 AD0685.The orthometric height was determined by differential leveling
 AD0685.and adjusted by the National Geodetic Survey in June 1991..
 AD0685
 AD0685.The geoid height was determined by GEOID03.
 AD0685
 AD0685.The dynamic height is computed by dividing the NAVD 88
 AD0685.geopotential number by the normal gravity value computed on the
 AD0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0685.degrees latitude (g = 980.6199 gals.).
 AD0685
 AD0685.The modeled gravity was interpolated from observed gravity values.
 AD0685
 AD0685;                    North         East    Units  Estimated Accuracy
 AD0685;SPC FL E     -   258,710.      236,610.      MT  (+/- 180 meters Scaled)
 AD0685
 AD0685                          SUPERSEDED SURVEY CONTROL
 AD0685
 AD0685  NGVD 29 (??/??/92)    5.400  (m)           17.72   (f) ADJ UNCH    2 0
 AD0685
 AD0685.Superseded values are not recommended for survey control.
 AD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0685.See file dsdata.txt to determine how the superseded data were derived.
 AD0685
 AD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK365497(NAD 83)
 AD0685_MARKER: X = CHISELED CROSS
 AD0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0685_SP_SET: PUMP STATION
 AD0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0685
 AD0685  HISTORY     - Date     Condition        Report By
 AD0685  HISTORY     - UNK      MONUMENTED       USDA
 AD0685  HISTORY     - 1964     MARK NOT FOUND   NGS
 AD0685  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 AD0685
 AD0685                          STATION DESCRIPTION
 AD0685
 AD0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AD0685'2.5 MI SE FROM BELLE GLADE.
 AD0685'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM BELLE GLADE,
 AD0685'AT THE EVERGLADES EXPERIMENT STATION, AT THE PUMP STATION, AND
 AD0685'ON THE TOP OF THE NORTHEAST CORNER OF THE EAST CONCRETE WING
 AD0685'WALL.  A CHISELED CROSS.  NOTE-- THE CROSS WAS NOT FOUND AT THE
 AD0685'EXPERIMENT STATION.
 AD0685
 AD0685                          STATION RECOVERY (2004)
 AD0685
 AD0685'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5779 ***********************************************************************
 AD5779  DESIGNATION -  178 B CO
 AD5779  PID         -  AD5779
 AD5779  STATE/COUNTY-  FL/BROWARD
 AD5779  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5779
 AD5779                         *CURRENT SURVEY CONTROL
 AD5779  ___________________________________________________________________
 AD5779* NAD 83(1986)-  26 05 51.     (N)    080 14 33.     (W)     SCALED    
 AD5779* NAVD 88     -         2.209  (meters)       7.25   (feet)  ADJUSTED  
 AD5779  ___________________________________________________________________
 AD5779  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AD5779  DYNAMIC HT  -           2.206 (meters)       7.24  (feet)  COMP
 AD5779  MODELED GRAV-     979,058.2   (mgal)                       NAVD 88
 AD5779
 AD5779  VERT ORDER  -  FIRST     CLASS II
 AD5779
 AD5779.The horizontal coordinates were scaled from a topographic map and have
 AD5779.an estimated accuracy of +/- 6 seconds.
 AD5779
 AD5779.The orthometric height was determined by differential leveling
 AD5779.and adjusted by the National Geodetic Survey in June 1991..
 AD5779
 AD5779.The geoid height was determined by GEOID03.
 AD5779
 AD5779.The dynamic height is computed by dividing the NAVD 88
 AD5779.geopotential number by the normal gravity value computed on the
 AD5779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5779.degrees latitude (g = 980.6199 gals.).
 AD5779
 AD5779.The modeled gravity was interpolated from observed gravity values.
 AD5779
 AD5779;                    North         East    Units  Estimated Accuracy
 AD5779;SPC FL E     -   195,640.      275,770.      MT  (+/- 180 meters Scaled)
 AD5779
 AD5779                          SUPERSEDED SURVEY CONTROL
 AD5779
 AD5779  NGVD 29 (09/01/92)    2.698  (m)            8.85   (f) ADJUSTED    1 2
 AD5779
 AD5779.Superseded values are not recommended for survey control.
 AD5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5779.See file dsdata.txt to determine how the superseded data were derived.
 AD5779
 AD5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ757867(NAD 83)
 AD5779_MARKER: DB = BENCH MARK DISK
 AD5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5779_SP_SET: CONCRETE POST
 AD5779_STAMPING: BM 178
 AD5779_PROJECTION: RECESSED 20 CENTIMETERS
 AD5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5779+STABILITY: SURFACE MOTION
 AD5779
 AD5779  HISTORY     - Date     Condition        Report By
 AD5779  HISTORY     - 1978     MONUMENTED       FL-011
 AD5779  HISTORY     - 19910716 GOOD             USPSQD
 AD5779  HISTORY     - 19940307 GOOD             USPSQD
 AD5779  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5779  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5779  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5779
 AD5779                          STATION DESCRIPTION
 AD5779
 AD5779'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5779'2.2 MI NORTH FROM DAVIE.
 AD5779'ABOUT 2.2 MILES NORTH OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5779'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 0.5 MILES
 AD5779'SOUTHEAST ALONG STATE ROAD 84 TO THE MARK. THE MARK IS 13.0 FEET NORTH
 AD5779'OF THE NORTH EDGE OF PAVEMENT OF WESTBOUND LANES OF STATE ROAD 84,
 AD5779'296 FEET EAST OF THE CENTER OF A MEDIAN OPENING ON STATE ROAD 84, 282
 AD5779'FEET EAST OF A CONCRETE POWER POLE, 3.9 FEET NORTHWEST OF AND 4.5 FEET
 AD5779'NORTHEAST OF CHISELED CROSSES IN GUARDRAIL POSTS. THE MARK IS A
 AD5779'STANDARD BROWARD COUNTY DISK.
 AD5779'THE MARK IS 3 FT  N FROM A WITNESS POST.
 AD5779
 AD5779                          STATION RECOVERY (1991)
 AD5779
 AD5779'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5779'RECOVERED IN GOOD CONDITION.
 AD5779
 AD5779                          STATION RECOVERY (1994)
 AD5779
 AD5779'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5779'RECOVERED IN GOOD CONDITION.
 AD5779
 AD5779                          STATION RECOVERY (1998)
 AD5779
 AD5779'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5779'MARK NOT FOUND.
 AD5779
 AD5779                          STATION RECOVERY (2001)
 AD5779
 AD5779'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5779'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5779
 AD5779                          STATION RECOVERY (2002)
 AD5779
 AD5779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5779'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0083 ***********************************************************************
 AG0083  DESIGNATION -  178 FLHD
 AG0083  PID         -  AG0083
 AG0083  STATE/COUNTY-  FL/PINELLAS
 AG0083  USGS QUAD   -  GANDY BRIDGE (1987)
 AG0083
 AG0083                         *CURRENT SURVEY CONTROL
 AG0083  ___________________________________________________________________
 AG0083* NAD 83(1986)-  27 54 55.     (N)    082 37 11.     (W)     SCALED    
 AG0083* NAVD 88     -         0.982  (meters)       3.22   (feet)  ADJUSTED  
 AG0083  ___________________________________________________________________
 AG0083  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG0083  DYNAMIC HT  -           0.981 (meters)       3.22  (feet)  COMP
 AG0083  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AG0083
 AG0083  VERT ORDER  -  SECOND    CLASS II
 AG0083
 AG0083.The horizontal coordinates were scaled from a topographic map and have
 AG0083.an estimated accuracy of +/- 6 seconds.
 AG0083
 AG0083.The orthometric height was determined by differential leveling
 AG0083.and adjusted by the National Geodetic Survey in June 1991..
 AG0083
 AG0083.The geoid height was determined by GEOID03.
 AG0083
 AG0083.The dynamic height is computed by dividing the NAVD 88
 AG0083.geopotential number by the normal gravity value computed on the
 AG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0083.degrees latitude (g = 980.6199 gals.).
 AG0083
 AG0083.The modeled gravity was interpolated from observed gravity values.
 AG0083
 AG0083;                    North         East    Units  Estimated Accuracy
 AG0083;SPC FL W     -   396,980.      139,000.      MT  (+/- 180 meters Scaled)
 AG0083
 AG0083                          SUPERSEDED SURVEY CONTROL
 AG0083
 AG0083  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 2
 AG0083
 AG0083.Superseded values are not recommended for survey control.
 AG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0083.See file dsdata.txt to determine how the superseded data were derived.
 AG0083
 AG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL406888(NAD 83)
 AG0083_MARKER: DD = SURVEY DISK
 AG0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0083_SP_SET: SEAWALL
 AG0083_STAMPING: 178
 AG0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0083
 AG0083  HISTORY     - Date     Condition        Report By
 AG0083  HISTORY     - UNK      MONUMENTED       FLHD
 AG0083  HISTORY     - 1975     GOOD             FLDT
 AG0083
 AG0083                          STATION DESCRIPTION
 AG0083
 AG0083'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0083'2 MI N FROM ST PETERSBURG.
 AG0083'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0083'686) AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH
 AG0083'STREET N. AND EASTERLY ALONG I-75 FOR 4.25 MILE.  STATION ON
 AG0083'RIGHT, 104.0 FT. S/SE OF THE CENTERLINE OF I-75, 128.7 FT. EAST
 AG0083'OF LIGHT POLE, NUMBER 71, S.R.D. STA. 710+40.  SET IN TOP OF
 AG0083'CONCRETE SEAWALL.  SECTION 33, T 29S, R 17E.  NOTE-- SEAWALL
 AG0083'MAY BE COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9420 ***********************************************************************
 AG9420  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9420  DESIGNATION -  1784 CO 4
 AG9420  PID         -  AG9420
 AG9420  STATE/COUNTY-  FL/SARASOTA
 AG9420  USGS QUAD   -  VENICE (1987)
 AG9420
 AG9420                         *CURRENT SURVEY CONTROL
 AG9420  ___________________________________________________________________
 AG9420* NAD 83(1986)-  27 04 23.     (N)    082 27 03.     (W)     SCALED    
 AG9420* NAVD 88     -         3.181  (meters)      10.44   (feet)  ADJUSTED  
 AG9420  ___________________________________________________________________
 AG9420  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG9420  DYNAMIC HT  -           3.176 (meters)      10.42  (feet)  COMP
 AG9420  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AG9420
 AG9420  VERT ORDER  -  SECOND    CLASS I
 AG9420
 AG9420.The horizontal coordinates were scaled from a topographic map and have
 AG9420.an estimated accuracy of +/- 6 seconds.
 AG9420
 AG9420.The orthometric height was determined by differential leveling
 AG9420.and adjusted by the National Geodetic Survey in March 1995..
 AG9420
 AG9420.This Tidal Bench Mark is designated as VM 11359
 AG9420.by the Center for Operational Oceanographic Products and Services.
 AG9420
 AG9420.The geoid height was determined by GEOID03.
 AG9420
 AG9420.The dynamic height is computed by dividing the NAVD 88
 AG9420.geopotential number by the normal gravity value computed on the
 AG9420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9420.degrees latitude (g = 980.6199 gals.).
 AG9420
 AG9420.The modeled gravity was interpolated from observed gravity values.
 AG9420
 AG9420;                    North         East    Units  Estimated Accuracy
 AG9420;SPC FL W     -   303,580.      155,280.      MT  (+/- 180 meters Scaled)
 AG9420
 AG9420                          SUPERSEDED SURVEY CONTROL
 AG9420
 AG9420.No superseded survey control is available for this station.
 AG9420
 AG9420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK561953(NAD 83)
 AG9420_MARKER: DB = BENCH MARK DISK
 AG9420_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG9420_SP_SET: SIDEWALK
 AG9420_STAMPING: 1784 CO4
 AG9420_MARK LOGO: FLDNR 
 AG9420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9420+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1990
 AG9420
 AG9420  HISTORY     - Date     Condition        Report By
 AG9420  HISTORY     - UNK      MONUMENTED       FLDNR
 AG9420  HISTORY     - 19900717 GOOD             FLDNR
 AG9420  HISTORY     - 20020215 GOOD             USPSQD
 AG9420
 AG9420                          STATION DESCRIPTION
 AG9420
 AG9420'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9420'THE MARK IS LOCATED AT THE VENICE CITY PIER, VENICE, SARASOTA COUNTY
 AG9420'FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE AT THE INTERSECTION
 AG9420'OF HARBOR DRIVE AND VENICE AVENUE IN VENICE, GO SOUTH ON HARBOR DRIVE
 AG9420'FOR 1.8 MI (2.90 KM) TO THE VENICE CITY PIER AND THE MARK ON THE
 AG9420'RIGHT.  THE MARK IS LOCATED 75.0 FT (22.86 M) SOUTHWEST OF THE
 AG9420'SOUTHWEST CORNER OF SHARKYS RESTRAUNT AND 15.0 FT (4.57 M) EAST OF
 AG9420'THE EAST END OF THE VENICE CITY PIER IN THE CENTER OF A BLACK CROSS
 AG9420'PAINTED ON THE SIDEWALK THAT LEADS TO THE PIER.
 AG9420
 AG9420                          STATION RECOVERY (2002)
 AG9420
 AG9420'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5780 ***********************************************************************
 AD5780  DESIGNATION -  179 B CO
 AD5780  PID         -  AD5780
 AD5780  STATE/COUNTY-  FL/BROWARD
 AD5780  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5780
 AD5780                         *CURRENT SURVEY CONTROL
 AD5780  ___________________________________________________________________
 AD5780* NAD 83(1986)-  26 05 45.     (N)    080 14 08.     (W)     SCALED    
 AD5780* NAVD 88     -         1.650  (meters)       5.41   (feet)  ADJUSTED  
 AD5780  ___________________________________________________________________
 AD5780  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AD5780  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 AD5780  MODELED GRAV-     979,058.0   (mgal)                       NAVD 88
 AD5780
 AD5780  VERT ORDER  -  FIRST     CLASS II
 AD5780
 AD5780.The horizontal coordinates were scaled from a topographic map and have
 AD5780.an estimated accuracy of +/- 6 seconds.
 AD5780
 AD5780.The orthometric height was determined by differential leveling
 AD5780.and adjusted by the National Geodetic Survey in June 1991..
 AD5780
 AD5780.The geoid height was determined by GEOID03.
 AD5780
 AD5780.The dynamic height is computed by dividing the NAVD 88
 AD5780.geopotential number by the normal gravity value computed on the
 AD5780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5780.degrees latitude (g = 980.6199 gals.).
 AD5780
 AD5780.The modeled gravity was interpolated from observed gravity values.
 AD5780
 AD5780;                    North         East    Units  Estimated Accuracy
 AD5780;SPC FL E     -   195,460.      276,470.      MT  (+/- 180 meters Scaled)
 AD5780
 AD5780                          SUPERSEDED SURVEY CONTROL
 AD5780
 AD5780  NGVD 29 (09/01/92)    2.139  (m)            7.02   (f) ADJUSTED    1 2
 AD5780
 AD5780.Superseded values are not recommended for survey control.
 AD5780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5780.See file dsdata.txt to determine how the superseded data were derived.
 AD5780
 AD5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ764865(NAD 83)
 AD5780_MARKER: DB = BENCH MARK DISK
 AD5780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5780_SP_SET: CONCRETE POST
 AD5780_STAMPING: BM 179
 AD5780_PROJECTION: RECESSED 15 CENTIMETERS
 AD5780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5780+STABILITY: SURFACE MOTION
 AD5780
 AD5780  HISTORY     - Date     Condition        Report By
 AD5780  HISTORY     - 1978     MONUMENTED       FL-011
 AD5780  HISTORY     - 19910716 GOOD             USPSQD
 AD5780  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5780  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5780
 AD5780                          STATION DESCRIPTION
 AD5780
 AD5780'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5780'2.0 MI NORTH FROM DAVIE.
 AD5780'ABOUT 2.0 MILES NORTH OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5780'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 1.0 MILES
 AD5780'SOUTHEAST ALONG STATE ROAD 84 TO THE MARK. THE MARK 19.0 FEET NORTH OF
 AD5780'THE NORTH EDGE OF PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 84, 59
 AD5780'FEET EAST OF THE CENTER OF A MEDIAN OPENING ON STATE ROAD 84, ACROSS
 AD5780'FROM THE ADDRESS 6650 STATE ROAD 84, 9.4 FEET NORTHWEST OF AND 9.0
 AD5780'FEET NORTHEAST OF CHISELED CROSSES IN GUARD RAIL POSTS, 7 FEET SOUTH
 AD5780'OF THE SOUTH TOP OF BANK OF THE NORTH NEW RIVER CANAL. THE MARK IS A
 AD5780'STANDARD BROWARD COUNTY DISK.
 AD5780'THE MARK IS 9 FT  N FROM A WITNESS POST.
 AD5780
 AD5780                          STATION RECOVERY (1991)
 AD5780
 AD5780'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5780'RECOVERED IN GOOD CONDITION.
 AD5780
 AD5780                          STATION RECOVERY (1998)
 AD5780
 AD5780'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5780'MARK NOT FOUND.
 AD5780
 AD5780                          STATION RECOVERY (2001)
 AD5780
 AD5780'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5780'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0084 ***********************************************************************
 AG0084  DESIGNATION -  179 FLHD
 AG0084  PID         -  AG0084
 AG0084  STATE/COUNTY-  FL/PINELLAS
 AG0084  USGS QUAD   -  GANDY BRIDGE (1987)
 AG0084
 AG0084                         *CURRENT SURVEY CONTROL
 AG0084  ___________________________________________________________________
 AG0084* NAD 83(1986)-  27 55 01.     (N)    082 36 59.     (W)     SCALED    
 AG0084* NAVD 88     -         0.982  (meters)       3.22   (feet)  ADJUSTED  
 AG0084  ___________________________________________________________________
 AG0084  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG0084  DYNAMIC HT  -           0.980 (meters)       3.22  (feet)  COMP
 AG0084  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AG0084
 AG0084  VERT ORDER  -  SECOND    CLASS II
 AG0084
 AG0084.The horizontal coordinates were scaled from a topographic map and have
 AG0084.an estimated accuracy of +/- 6 seconds.
 AG0084
 AG0084.The orthometric height was determined by differential leveling
 AG0084.and adjusted by the National Geodetic Survey in June 1991..
 AG0084
 AG0084.The geoid height was determined by GEOID03.
 AG0084
 AG0084.The dynamic height is computed by dividing the NAVD 88
 AG0084.geopotential number by the normal gravity value computed on the
 AG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0084.degrees latitude (g = 980.6199 gals.).
 AG0084
 AG0084.The modeled gravity was interpolated from observed gravity values.
 AG0084
 AG0084;                    North         East    Units  Estimated Accuracy
 AG0084;SPC FL W     -   397,160.      139,330.      MT  (+/- 180 meters Scaled)
 AG0084
 AG0084                          SUPERSEDED SURVEY CONTROL
 AG0084
 AG0084  NGVD 29 (??/??/92)    1.244  (m)            4.08   (f) ADJ UNCH    2 2
 AG0084
 AG0084.Superseded values are not recommended for survey control.
 AG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0084.See file dsdata.txt to determine how the superseded data were derived.
 AG0084
 AG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL409890(NAD 83)
 AG0084_MARKER: DD = SURVEY DISK
 AG0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0084_SP_SET: SEAWALL
 AG0084_STAMPING: 179
 AG0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0084
 AG0084  HISTORY     - Date     Condition        Report By
 AG0084  HISTORY     - UNK      MONUMENTED       FLHD
 AG0084  HISTORY     - 1975     GOOD             FLDT
 AG0084
 AG0084                          STATION DESCRIPTION
 AG0084
 AG0084'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0084'2.2 MI N FROM ST PETERSBURG.
 AG0084'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0084'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET
 AG0084'N. AND EASTERLY ALONG I-75 FOR 4.45 MILES.  STATION ON RIGHT,
 AG0084'105.4 FT. S/SE OF THE CENTERLINE OF I-75, 140.0 FT. EAST OF
 AG0084'LIGHT POLE, NO NUMBER, S.R.D. STA. 719+97.  SET IN TOP OF
 AG0084'CONCRETE SEAWALL.  SECTION 33, T 29S, R 17E.  NOTE-- SEAWALL
 AG0084'MAY BE COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH6891 ***********************************************************************
 DH6891  DESIGNATION -  1796 20
 DH6891  PID         -  DH6891
 DH6891  STATE/COUNTY-  FL/LAKE
 DH6891  USGS QUAD   -  PINE LAKES (1988)
 DH6891
 DH6891                         *CURRENT SURVEY CONTROL
 DH6891  ___________________________________________________________________
 DH6891* NAD 83(1986)-  28 52 37.     (N)    081 29 08.     (W)     SCALED    
 DH6891* NAVD 88     -        12.789  (meters)      41.96   (feet)  ADJUSTED  
 DH6891  ___________________________________________________________________
 DH6891  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DH6891  DYNAMIC HT  -          12.771 (meters)      41.90  (feet)  COMP
 DH6891  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 DH6891
 DH6891  VERT ORDER  -  SECOND    CLASS I
 DH6891
 DH6891.The horizontal coordinates were scaled from a topographic map and have
 DH6891.an estimated accuracy of +/- 6 seconds.
 DH6891
 DH6891.The orthometric height was determined by differential leveling
 DH6891.and adjusted by the National Geodetic Survey in January 2006..
 DH6891.No vertical observational check was made to the station.
 DH6891
 DH6891.The geoid height was determined by GEOID03.
 DH6891
 DH6891.The dynamic height is computed by dividing the NAVD 88
 DH6891.geopotential number by the normal gravity value computed on the
 DH6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6891.degrees latitude (g = 980.6199 gals.).
 DH6891
 DH6891.The modeled gravity was interpolated from observed gravity values.
 DH6891
 DH6891;                    North         East    Units  Estimated Accuracy
 DH6891;SPC FL E     -   503,490.      152,640.      MT  (+/- 180 meters Scaled)
 DH6891
 DH6891                          SUPERSEDED SURVEY CONTROL
 DH6891
 DH6891.No superseded survey control is available for this station.
 DH6891
 DH6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM526944(NAD 83)
 DH6891_MARKER: DD = SURVEY DISK
 DH6891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH6891_SP_SET: DRAIN
 DH6891_STAMPING: BM 1796-20
 DH6891_MARK LOGO: SJRWMD
 DH6891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6891+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6891
 DH6891  HISTORY     - Date     Condition        Report By
 DH6891  HISTORY     - 19000202 MONUMENTED       SJRWMD
 DH6891  HISTORY     - 20040719 GOOD             FLDEP
 DH6891
 DH6891                          STATION DESCRIPTION
 DH6891
 DH6891'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6891'THE MARK IS ABOUT 15.3 MI WEST OF DELAND, 12.2 MI EAST OF EUSTIS, IN
 DH6891'SECTION 35, TOWNSHIP 18  SOUTH, RANGE 28 EAST.
 DH6891' 
 DH6891'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6891'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6891'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6891'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6891'BYPASS), TURN LEFT ON COUNTY ROAD 44A AND GO NORTH FOR 1.1 MI TO THE
 DH6891'T-JUNCTION OF STATE HIGHWAY 44, EUSTIS BYPASS AND COUNTY ROAD 44A,
 DH6891'TURN RIGHT ON  COUNTY ROAD 44A AND GO EAST FOR 3.25 MI TO THE
 DH6891'INTERSECTION OF COUNTY ROAD 439,  CONTINUE EASTERLY ON COUNTY ROAD 44A
 DH6891'FOR 3.2 MI TO THE JUNCTION OF COUNTY ROAD 437 ON  THE RIGHT, CONTINUE
 DH6891'EAST ON COUNTY ROAD 44A FOR 3.95 MI TO THE JUNCTION OF STATE  HIGHWAY
 DH6891'44 AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHEAST
 DH6891'SIDE OF A 3.5  FT X 4.5 FT DRAIN, 0.3 FT ABOVE THE GROUND AND ABOUT
 DH6891'LEVEL WITH STATE HIGHWAY 44.
 DH6891' 
 DH6891'LOCATED 78.5 FT NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 44A, 73.5
 DH6891'FT EAST OF SURVEY  MARK W 607 2004, 53.5 FT SOUTHEAST OF THE
 DH6891'APPROXIMATE CENTERLINE OF COUNTY ROAD 44A  ENTRANCE RAMP (LEADING
 DH6891'SOUTHWEST FROM STATE HIGHWAY 44 EAST), 47.0 FT NORTHWEST OF  THE
 DH6891'CENTERLINE OF STATE HIGHWAY 44 AND 2.5 FT SOUTHWEST OF A LAKE COUNTY
 DH6891'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2352 ***********************************************************************
 AK2352  DESIGNATION -  18 110.5 F
 AK2352  PID         -  AK2352
 AK2352  STATE/COUNTY-  FL/BREVARD
 AK2352  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2352
 AK2352                         *CURRENT SURVEY CONTROL
 AK2352  ___________________________________________________________________
 AK2352* NAD 83(1986)-  28 27 34.     (N)    080 35 24.     (W)     SCALED    
 AK2352* NAVD 88     -         2.342  (meters)       7.68   (feet)  ADJUSTED  
 AK2352  ___________________________________________________________________
 AK2352  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2352  DYNAMIC HT  -           2.339 (meters)       7.67  (feet)  COMP
 AK2352  MODELED GRAV-     979,226.8   (mgal)                       NAVD 88
 AK2352
 AK2352  VERT ORDER  -  FIRST     CLASS II
 AK2352
 AK2352.The horizontal coordinates were scaled from a topographic map and have
 AK2352.an estimated accuracy of +/- 6 seconds.
 AK2352
 AK2352.The orthometric height was determined by differential leveling
 AK2352.and adjusted by the National Geodetic Survey in June 1991..
 AK2352
 AK2352.The geoid height was determined by GEOID03.
 AK2352
 AK2352.The dynamic height is computed by dividing the NAVD 88
 AK2352.geopotential number by the normal gravity value computed on the
 AK2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2352.degrees latitude (g = 980.6199 gals.).
 AK2352
 AK2352.The modeled gravity was interpolated from observed gravity values.
 AK2352
 AK2352;                    North         East    Units  Estimated Accuracy
 AK2352;SPC FL E     -   457,190.      240,150.      MT  (+/- 180 meters Scaled)
 AK2352
 AK2352                          SUPERSEDED SURVEY CONTROL
 AK2352
 AK2352  NGVD 29 (??/??/92)    2.722  (m)            8.93   (f) ADJ UNCH    1 2
 AK2352
 AK2352.Superseded values are not recommended for survey control.
 AK2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2352.See file dsdata.txt to determine how the superseded data were derived.
 AK2352
 AK2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM401481(NAD 83)
 AK2352_MARKER: DD = SURVEY DISK
 AK2352_SETTING: 0 = UNSPECIFIED SETTING
 AK2352_STAMPING: PAA 1958 18-110.5 -F
 AK2352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2352
 AK2352  HISTORY     - Date     Condition        Report By
 AK2352  HISTORY     - 1958     MONUMENTED       PANAM
 AK2352  HISTORY     - 1959     GOOD             NGS
 AK2352
 AK2352                          STATION DESCRIPTION
 AK2352
 AK2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2352'AT CAPE CANAVERAL.
 AK2352'2.0 MILES SOUTH OF THE CENTRAL CONTROL BUILDING TO A SIGN ON
 AK2352'LEFT (E) SIDE OF ROAD READING TELEMETRY EISSE SITE 18-110.5-F.
 AK2352'TURN LEFT FOR .05 MILE TO THE APPROXIMATE CENTER OF THE ANTENNA FIELD
 AK2352'AND THE MARK.  THE MARK HAS A SMALL WHITE PICKETT FENCE AROUND IT.
 AK2352'THE MARK PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8240 ***********************************************************************
 AL8240  DESIGNATION -  18 92 GPS 1
 AL8240  PID         -  AL8240
 AL8240  STATE/COUNTY-  FL/SUMTER
 AL8240  USGS QUAD   -  RUTLAND (1984)
 AL8240
 AL8240                         *CURRENT SURVEY CONTROL
 AL8240  ___________________________________________________________________
 AL8240* NAD 83(1999)-  28 51 16.67943(N)    082 12 15.12501(W)     ADJUSTED  
 AL8240* NAVD 88     -        16.4    (meters)      54.     (feet)  GPS OBS   
 AL8240  ___________________________________________________________________
 AL8240  X           -     758,328.284 (meters)                     COMP
 AL8240  Y           -  -5,538,952.133 (meters)                     COMP
 AL8240  Z           -   3,059,794.449 (meters)                     COMP
 AL8240  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AL8240  ELLIP HEIGHT-         -10.93  (meters)          (06/12/02) GPS OBS
 AL8240  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AL8240
 AL8240  HORZ ORDER  -  FIRST
 AL8240  ELLP ORDER  -  THIRD     CLASS II
 AL8240
 AL8240.The horizontal coordinates were established by GPS observations
 AL8240.and adjusted by the National Geodetic Survey in June 2002..
 AL8240
 AL8240.The orthometric height was determined by GPS observations and a
 AL8240.high-resolution geoid model.
 AL8240
 AL8240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8240
 AL8240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8240
 AL8240.The ellipsoidal height was determined by GPS observations
 AL8240.and is referenced to NAD 83.
 AL8240
 AL8240.The geoid height was determined by GEOID03.
 AL8240
 AL8240;                    North         East     Units Scale Factor Converg.
 AL8240;SPC FL W     -   500,936.456   180,076.214   MT  0.99994607   -0 05 54.8
 AL8240;SPC FL W     - 1,643,489.02    590,800.05   sFT  0.99994607   -0 05 54.8
 AL8240;UTM  17      - 3,192,476.117   382,542.485   MT  0.99977025   -0 34 52.3
 AL8240
 AL8240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8240!SPC FL W     -   1.00000172  x   0.99994607  =   0.99994779
 AL8240!UTM  17      -   1.00000172  x   0.99977025  =   0.99977197
 AL8240
 AL8240:                Primary Azimuth Mark                     Grid Az
 AL8240:SPC FL W     -  18 92 GPS 2                              074 34 53.8
 AL8240:UTM  17      -  18 92 GPS 2                              075 03 51.3
 AL8240
 AL8240|---------------------------------------------------------------------|
 AL8240| PID    Reference Object                     Distance      Geod. Az  |
 AL8240|                                                           dddmmss.s |
 AL8240| AL8235 18 92 GPS 2                         APPROX. 0.7 KM 0742859.0 |
 AL8240|---------------------------------------------------------------------|
 AL8240
 AL8240                          SUPERSEDED SURVEY CONTROL
 AL8240
 AL8240  NAD 83(1990)-  28 51 16.67783(N)    082 12 15.12449(W) AD(       ) 1
 AL8240  ELLIP H (08/26/94)  -10.99   (m)                       GP(       ) 3 2
 AL8240
 AL8240.Superseded values are not recommended for survey control.
 AL8240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8240.See file dsdata.txt to determine how the superseded data were derived.
 AL8240
 AL8240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8254292476(NAD 83)
 AL8240_MARKER: DD = SURVEY DISK
 AL8240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8240_SP_SET: CONCRETE POST
 AL8240_STAMPING: 18 92 GPS 1
 AL8240_MARK LOGO: FLDT  
 AL8240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8240+STABILITY: SURFACE MOTION
 AL8240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8240+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8240
 AL8240  HISTORY     - Date     Condition        Report By
 AL8240  HISTORY     - 1992     MONUMENTED       FLDT
 AL8240
 AL8240                          STATION DESCRIPTION
 AL8240
 AL8240'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8240'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) WEST OF WILDWOOD, ABOUT 1
 AL8240'MILE (1.6 KM) EAST OF THE SUMTER - CITRUS COUNTYLINE.
 AL8240'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8240'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 11 MILE (17.7 KM) TO THE
 AL8240'STATION, SOUTHEAST OF HOUSE NO. 434.
 AL8240'THE STATION IS FLUSH WITH THE GROUND, 59.0 FEET (18.0 M) EAST OF THE
 AL8240'CENTER OF THE DRIVEWAY TO HOUSE NO. 434, 46.0 FEET (14.0 M) NORTH OF
 AL8240'THE CENTER OF S.R. 44 AND 5.0 FEET (1.5 M) SOUTH OF A METAL WITNESS
 AL8240'POST AT THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8235 ***********************************************************************
 AL8235  DESIGNATION -  18 92 GPS 2
 AL8235  PID         -  AL8235
 AL8235  STATE/COUNTY-  FL/SUMTER
 AL8235  USGS QUAD   -  RUTLAND (1984)
 AL8235
 AL8235                         *CURRENT SURVEY CONTROL
 AL8235  ___________________________________________________________________
 AL8235* NAD 83(1999)-  28 51 22.67933(N)    082 11 50.57560(W)     ADJUSTED  
 AL8235* NAVD 88     -        14.8    (meters)      49.     (feet)  GPS OBS   
 AL8235  ___________________________________________________________________
 AL8235  X           -     758,975.226 (meters)                     COMP
 AL8235  Y           -  -5,538,772.129 (meters)                     COMP
 AL8235  Z           -   3,059,955.461 (meters)                     COMP
 AL8235  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AL8235  ELLIP HEIGHT-         -12.53  (meters)          (06/12/02) GPS OBS
 AL8235  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AL8235
 AL8235  HORZ ORDER  -  FIRST
 AL8235  ELLP ORDER  -  THIRD     CLASS II
 AL8235
 AL8235.The horizontal coordinates were established by GPS observations
 AL8235.and adjusted by the National Geodetic Survey in June 2002..
 AL8235
 AL8235.The orthometric height was determined by GPS observations and a
 AL8235.high-resolution geoid model.
 AL8235
 AL8235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8235
 AL8235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8235
 AL8235.The ellipsoidal height was determined by GPS observations
 AL8235.and is referenced to NAD 83.
 AL8235
 AL8235.The geoid height was determined by GEOID03.
 AL8235
 AL8235;                    North         East     Units Scale Factor Converg.
 AL8235;SPC FL W     -   501,120.039   180,741.875   MT  0.99994575   -0 05 42.9
 AL8235;SPC FL W     - 1,644,091.33    592,983.97   sFT  0.99994575   -0 05 42.9
 AL8235;UTM  17      - 3,192,654.055   383,209.551   MT  0.99976832   -0 34 40.6
 AL8235
 AL8235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8235!SPC FL W     -   1.00000197  x   0.99994575  =   0.99994772
 AL8235!UTM  17      -   1.00000197  x   0.99976832  =   0.99977029
 AL8235
 AL8235:                Primary Azimuth Mark                     Grid Az
 AL8235:SPC FL W     -  18 92 GPS 1                              254 34 53.7
 AL8235:UTM  17      -  18 92 GPS 1                              255 03 51.4
 AL8235
 AL8235|---------------------------------------------------------------------|
 AL8235| PID    Reference Object                     Distance      Geod. Az  |
 AL8235|                                                           dddmmss.s |
 AL8235| AL8240 18 92 GPS 1                         APPROX. 0.7 KM 2542910.8 |
 AL8235|---------------------------------------------------------------------|
 AL8235
 AL8235                          SUPERSEDED SURVEY CONTROL
 AL8235
 AL8235  NAD 83(1990)-  28 51 22.67771(N)    082 11 50.57512(W) AD(       ) 1
 AL8235  ELLIP H (08/26/94)  -12.59   (m)                       GP(       ) 3 2
 AL8235
 AL8235.Superseded values are not recommended for survey control.
 AL8235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8235.See file dsdata.txt to determine how the superseded data were derived.
 AL8235
 AL8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8321092654(NAD 83)
 AL8235_MARKER: DD = SURVEY DISK
 AL8235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8235_SP_SET: CONCRETE POST
 AL8235_STAMPING: 18 92 GPS 2
 AL8235_MARK LOGO: FLDT  
 AL8235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8235+STABILITY: SURFACE MOTION
 AL8235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8235+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8235
 AL8235  HISTORY     - Date     Condition        Report By
 AL8235  HISTORY     - 1992     MONUMENTED       FLDT
 AL8235
 AL8235                          STATION DESCRIPTION
 AL8235
 AL8235'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8235'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) WEST OF WILDWOOD, ABOUT
 AL8235'1.5 MILES (2.4 KM) EAST OF THE SUMTER - CITRUS COUNTYLINE.
 AL8235'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8235'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 10.05 MILES (16.17 KM) TO THE
 AL8235'STATION.
 AL8235'THE STATION IS FLUSH WITH THE GROUND, 170.0 FEET (51.8 M) EAST OF A
 AL8235'UTILITY POLE, 52.0 FEET (15.8 M) SOUTH OF THE CENTER OF S.R. 44 AND
 AL8235'4.0 FEET (1.2 M) NORTH OF A METAL WITNESS SIGN ON A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8241 ***********************************************************************
 AL8241  DESIGNATION -  18 92 GPS 3
 AL8241  PID         -  AL8241
 AL8241  STATE/COUNTY-  FL/SUMTER
 AL8241  USGS QUAD   -  WILDWOOD (1967)
 AL8241
 AL8241                         *CURRENT SURVEY CONTROL
 AL8241  ___________________________________________________________________
 AL8241* NAD 83(1999)-  28 50 50.41447(N)    082 03 14.62799(W)     ADJUSTED  
 AL8241* NAVD 88     -        17.1    (meters)      56.     (feet)  GPS OBS   
 AL8241  ___________________________________________________________________
 AL8241  X           -     772,893.966 (meters)                     COMP
 AL8241  Y           -  -5,537,332.961 (meters)                     COMP
 AL8241  Z           -   3,059,086.492 (meters)                     COMP
 AL8241  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AL8241  ELLIP HEIGHT-         -10.32  (meters)          (06/12/02) GPS OBS
 AL8241  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AL8241
 AL8241  HORZ ORDER  -  FIRST
 AL8241  ELLP ORDER  -  THIRD     CLASS II
 AL8241
 AL8241.The horizontal coordinates were established by GPS observations
 AL8241.and adjusted by the National Geodetic Survey in June 2002..
 AL8241
 AL8241.The orthometric height was determined by GPS observations and a
 AL8241.high-resolution geoid model.
 AL8241
 AL8241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8241
 AL8241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8241
 AL8241.The ellipsoidal height was determined by GPS observations
 AL8241.and is referenced to NAD 83.
 AL8241
 AL8241.The geoid height was determined by GEOID03.
 AL8241
 AL8241;                    North         East     Units Scale Factor Converg.
 AL8241;SPC FL W     -   500,111.950   194,724.716   MT  0.99994152   -0 01 33.9
 AL8241;SPC FL W     - 1,640,783.96    638,859.34   sFT  0.99994152   -0 01 33.9
 AL8241;UTM  17      - 3,191,528.444   397,180.691   MT  0.99973046   -0 30 31.0
 AL8241
 AL8241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8241!SPC FL W     -   1.00000162  x   0.99994152  =   0.99994314
 AL8241!UTM  17      -   1.00000162  x   0.99973046  =   0.99973208
 AL8241
 AL8241:                Primary Azimuth Mark                     Grid Az
 AL8241:SPC FL W     -  18 92 GPS 4                              001 20 08.9
 AL8241:UTM  17      -  18 92 GPS 4                              001 49 06.0
 AL8241
 AL8241|---------------------------------------------------------------------|
 AL8241| PID    Reference Object                     Distance      Geod. Az  |
 AL8241|                                                           dddmmss.s |
 AL8241| AL8242 18 92 GPS 4                         APPROX. 0.6 KM 0011835.0 |
 AL8241|---------------------------------------------------------------------|
 AL8241
 AL8241                          SUPERSEDED SURVEY CONTROL
 AL8241
 AL8241  NAD 83(1990)-  28 50 50.41353(N)    082 03 14.62772(W) AD(       ) 1
 AL8241  ELLIP H (08/26/94)  -10.33   (m)                       GP(       ) 3 2
 AL8241
 AL8241.Superseded values are not recommended for survey control.
 AL8241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8241.See file dsdata.txt to determine how the superseded data were derived.
 AL8241
 AL8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9718191528(NAD 83)
 AL8241_MARKER: DD = SURVEY DISK
 AL8241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8241_SP_SET: CONCRETE POST
 AL8241_STAMPING: 18 92 GPS 3
 AL8241_MARK LOGO: FLDT  
 AL8241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8241+STABILITY: SURFACE MOTION
 AL8241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8241+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8241
 AL8241  HISTORY     - Date     Condition        Report By
 AL8241  HISTORY     - 1992     MONUMENTED       FLDT
 AL8241
 AL8241                          STATION DESCRIPTION
 AL8241
 AL8241'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8241'STATION IS LOCATED ABOUT 2 MILES (3.2 KM) SOUTHWEST OF WILDWOOD, ABOUT
 AL8241'0.75 MILE (1.21 KM) NORTH OF THE FLORIDA TURNPIKE.
 AL8241'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8241'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 0.5 MILES (0.8 KM) TO THE
 AL8241'INTERSECTION OF C.R. 213 AND THE STATION.
 AL8241'THE STATION IS FLUSH WITH THE GROUND, 70.0 FEET (21.3 M) WEST OF THE
 AL8241'CENTER OF C.R. 213, 64.0 FEET (19.5 M) NORTH OF THE CENTER OF S.R. 44
 AL8241'AND 3.0 FEET (0.9 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8242 ***********************************************************************
 AL8242  DESIGNATION -  18 92 GPS 4
 AL8242  PID         -  AL8242
 AL8242  STATE/COUNTY-  FL/SUMTER
 AL8242  USGS QUAD   -  WILDWOOD (1967)
 AL8242
 AL8242                         *CURRENT SURVEY CONTROL
 AL8242  ___________________________________________________________________
 AL8242* NAD 83(1999)-  28 51 08.52033(N)    082 03 14.15780(W)     ADJUSTED  
 AL8242* NAVD 88     -        17.3    (meters)      57.     (feet)  GPS OBS   
 AL8242  ___________________________________________________________________
 AL8242  X           -     772,869.435 (meters)                     COMP
 AL8242  Y           -  -5,537,065.023 (meters)                     COMP
 AL8242  Z           -   3,059,574.849 (meters)                     COMP
 AL8242  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AL8242  ELLIP HEIGHT-         -10.08  (meters)          (06/12/02) GPS OBS
 AL8242  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AL8242
 AL8242  HORZ ORDER  -  FIRST
 AL8242  ELLP ORDER  -  THIRD     CLASS II
 AL8242
 AL8242.The horizontal coordinates were established by GPS observations
 AL8242.and adjusted by the National Geodetic Survey in June 2002..
 AL8242
 AL8242.The orthometric height was determined by GPS observations and a
 AL8242.high-resolution geoid model.
 AL8242
 AL8242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8242
 AL8242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8242
 AL8242.The ellipsoidal height was determined by GPS observations
 AL8242.and is referenced to NAD 83.
 AL8242
 AL8242.The geoid height was determined by GEOID03.
 AL8242
 AL8242;                    North         East     Units Scale Factor Converg.
 AL8242;SPC FL W     -   500,669.337   194,737.714   MT  0.99994152   -0 01 33.7
 AL8242;SPC FL W     - 1,642,612.65    638,901.98   sFT  0.99994152   -0 01 33.7
 AL8242;UTM  17      - 3,192,085.584   397,198.379   MT  0.99973041   -0 30 31.0
 AL8242
 AL8242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8242!SPC FL W     -   1.00000158  x   0.99994152  =   0.99994310
 AL8242!UTM  17      -   1.00000158  x   0.99973041  =   0.99973199
 AL8242
 AL8242:                Primary Azimuth Mark                     Grid Az
 AL8242:SPC FL W     -  18 92 GPS 3                              181 20 08.9
 AL8242:UTM  17      -  18 92 GPS 3                              181 49 06.2
 AL8242
 AL8242|---------------------------------------------------------------------|
 AL8242| PID    Reference Object                     Distance      Geod. Az  |
 AL8242|                                                           dddmmss.s |
 AL8242| AL8241 18 92 GPS 3                         APPROX. 0.6 KM 1811835.2 |
 AL8242|---------------------------------------------------------------------|
 AL8242
 AL8242                          SUPERSEDED SURVEY CONTROL
 AL8242
 AL8242  NAD 83(1990)-  28 51 08.51941(N)    082 03 14.15753(W) AD(       ) 1
 AL8242  ELLIP H (08/26/94)  -10.09   (m)                       GP(       ) 3 2
 AL8242
 AL8242.Superseded values are not recommended for survey control.
 AL8242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8242.See file dsdata.txt to determine how the superseded data were derived.
 AL8242
 AL8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9719892086(NAD 83)
 AL8242_MARKER: DD = SURVEY DISK
 AL8242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8242_SP_SET: CONCRETE POST
 AL8242_STAMPING: 18 92 GPS 4
 AL8242_MARK LOGO: FLDT  
 AL8242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8242+STABILITY: SURFACE MOTION
 AL8242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8242+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 AL8242
 AL8242  HISTORY     - Date     Condition        Report By
 AL8242  HISTORY     - 1992     MONUMENTED       FLDT
 AL8242  HISTORY     - 20060405 GOOD             USPSQD
 AL8242
 AL8242                          STATION DESCRIPTION
 AL8242
 AL8242'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8242'STATION IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTHWEST OF WILDWOOD,
 AL8242'ABOUT 1 MILE (1.6 KM) NORTH OF THE FLORIDA TURNPIKE.
 AL8242'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8242'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 0.5 MILES (0.8 KM) TO THE
 AL8242'INTERSECTION OF C.R. 213, GO NORTH ON C.R. 213 FOR ABOUT 0.35 MILE
 AL8242'(0.56 KM) TO THE INTERSECTION OF AN UNNAMED ROAD AND THE STATION.
 AL8242'THE STATION IS FLUSH WITH THE GROUND, 45.0 FEET (13.7 M) WEST OF THE
 AL8242'CENTER OF C.R. 213, 31.0 FEET (9.4 M) NORTH OF THE CENTER OF THE
 AL8242'UNNAMED ROAD, 23.0 FEET (7.0 M) EAST OF A METAL WITNESS SIGN ON
 AL8242'WOODEN POST 009 AND 6.7 FEET (2.0 M) WEST OF THE CENTER OF A METAL
 AL8242'MANHOLE COVER.
 AL8242
 AL8242                          STATION RECOVERY (2006)
 AL8242
 AL8242'RECOVERY NOTE BY US POWER SQUADRON 2006 (JJM)
 AL8242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7423 ***********************************************************************
 AK7423  DESIGNATION -  18 92 GPS 5
 AK7423  PID         -  AK7423
 AK7423  STATE/COUNTY-  FL/SUMTER
 AK7423  USGS QUAD   -  LEESBURG WEST (1980)
 AK7423
 AK7423                         *CURRENT SURVEY CONTROL
 AK7423  ___________________________________________________________________
 AK7423* NAD 83(1999)-  28 49 18.08844(N)    081 57 32.29456(W)     ADJUSTED  
 AK7423* NAVD 88     -        20.7    (meters)      68.     (feet)  GPS OBS   
 AK7423  ___________________________________________________________________
 AK7423  X           -     782,275.298 (meters)                     COMP
 AK7423  Y           -  -5,537,403.111 (meters)                     COMP
 AK7423  Z           -   3,056,598.229 (meters)                     COMP
 AK7423  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AK7423  ELLIP HEIGHT-          -6.68  (meters)          (06/12/02) GPS OBS
 AK7423  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AK7423
 AK7423  HORZ ORDER  -  FIRST
 AK7423  ELLP ORDER  -  THIRD     CLASS II
 AK7423
 AK7423.The horizontal coordinates were established by GPS observations
 AK7423.and adjusted by the National Geodetic Survey in June 2002..
 AK7423
 AK7423.The orthometric height was determined by GPS observations and a
 AK7423.high-resolution geoid model.
 AK7423
 AK7423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7423
 AK7423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7423
 AK7423.The ellipsoidal height was determined by GPS observations
 AK7423.and is referenced to NAD 83.
 AK7423
 AK7423.The geoid height was determined by GEOID03.
 AK7423
 AK7423;                    North         East     Units Scale Factor Converg.
 AK7423;SPC FL W     -   497,269.170   204,004.455   MT  0.99994137   +0 01 11.2
 AK7423;SPC FL W     - 1,631,457.27    669,304.62   sFT  0.99994137   +0 01 11.2
 AK7423;SPC FL E     -   497,646.111   106,402.179   MT  1.00004925   -0 27 44.4
 AK7423;SPC FL E     - 1,632,693.95    349,087.82   sFT  1.00004925   -0 27 44.4
 AK7423;UTM  17      - 3,188,608.297   406,434.115   MT  0.99970803   -0 27 44.4
 AK7423
 AK7423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7423!SPC FL W     -   1.00000105  x   0.99994137  =   0.99994242
 AK7423!SPC FL E     -   1.00000105  x   1.00004925  =   1.00005030
 AK7423!UTM  17      -   1.00000105  x   0.99970803  =   0.99970908
 AK7423
 AK7423                          SUPERSEDED SURVEY CONTROL
 AK7423
 AK7423  NAD 83(1990)-  28 49 18.08760(N)    081 57 32.29439(W) AD(       ) 1
 AK7423  ELLIP H (08/26/94)   -6.67   (m)                       GP(       ) 3 2
 AK7423
 AK7423.Superseded values are not recommended for survey control.
 AK7423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7423.See file dsdata.txt to determine how the superseded data were derived.
 AK7423
 AK7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0643488608(NAD 83)
 AK7423_MARKER: DD = SURVEY DISK
 AK7423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7423_SP_SET: CONCRETE POST
 AK7423_STAMPING: 18 92 GPS 5
 AK7423_MARK LOGO: FLDT  
 AK7423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7423+STABILITY: SURFACE MOTION
 AK7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7423+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7423
 AK7423  HISTORY     - Date     Condition        Report By
 AK7423  HISTORY     - 1992     MONUMENTED       FLDT
 AK7423
 AK7423                          STATION DESCRIPTION
 AK7423
 AK7423'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7423'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTHEAST OF WILDWOOD, ABOUT
 AK7423'0.3 MILE (0.5 KM) WEST OF THE SUMTER - LAKE COUNTYLINE.
 AK7423'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AK7423'WILDWOOD, GO EAST ON S.R. 44 FOR ABOUT 5.7 MILES (9.2 KM) TO A GOLF
 AK7423'DRIVING RANGE AND THE STATION.
 AK7423'THE STATION IS 2 INCHES BELOW THE GROUND, 240.0 FEET (73.2 M) WEST OF
 AK7423'THE PROJECTED CENTER OF C.R. 141, 93.0 FEET (28.3 M) WEST OF A METAL
 AK7423'WITNESS SIGN ON UTILITY POLE 47574 AND 42.0 FEET (12.8 M) SOUTH OF
 AK7423'THE CENTER OF S.R. 44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL8243 ***********************************************************************
 AL8243  DESIGNATION -  18 92 GPS 6
 AL8243  PID         -  AL8243
 AL8243  STATE/COUNTY-  FL/SUMTER
 AL8243  USGS QUAD   -  OXFORD (1966)
 AL8243
 AL8243                         *CURRENT SURVEY CONTROL
 AL8243  ___________________________________________________________________
 AL8243* NAD 83(1999)-  28 55 37.61174(N)    082 00 15.34985(W)     ADJUSTED  
 AL8243* NAVD 88     -        21.1    (meters)      69.     (feet)  GPS OBS   
 AL8243  ___________________________________________________________________
 AL8243  X           -     777,112.849 (meters)                     COMP
 AL8243  Y           -  -5,532,432.562 (meters)                     COMP
 AL8243  Z           -   3,066,830.179 (meters)                     COMP
 AL8243  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AL8243  ELLIP HEIGHT-          -6.41  (meters)          (06/12/02) GPS OBS
 AL8243  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AL8243
 AL8243  HORZ ORDER  -  FIRST
 AL8243  ELLP ORDER  -  THIRD     CLASS II
 AL8243
 AL8243.The horizontal coordinates were established by GPS observations
 AL8243.and adjusted by the National Geodetic Survey in June 2002..
 AL8243
 AL8243.The orthometric height was determined by GPS observations and a
 AL8243.high-resolution geoid model.
 AL8243
 AL8243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8243
 AL8243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL8243
 AL8243.The ellipsoidal height was determined by GPS observations
 AL8243.and is referenced to NAD 83.
 AL8243
 AL8243.The geoid height was determined by GEOID03.
 AL8243
 AL8243;                    North         East     Units Scale Factor Converg.
 AL8243;SPC FL W     -   508,952.235   199,584.269   MT  0.99994118   -0 00 07.4
 AL8243;SPC FL W     - 1,669,787.46    654,802.72   sFT  0.99994118   -0 00 07.4
 AL8243;UTM  17      - 3,200,325.529   402,113.542   MT  0.99971824   -0 29 08.9
 AL8243
 AL8243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8243!SPC FL W     -   1.00000101  x   0.99994118  =   0.99994219
 AL8243!UTM  17      -   1.00000101  x   0.99971824  =   0.99971925
 AL8243
 AL8243                          SUPERSEDED SURVEY CONTROL
 AL8243
 AL8243  NAD 83(1990)-  28 55 37.61065(N)    082 00 15.34973(W) AD(       ) 1
 AL8243  ELLIP H (08/26/94)   -6.42   (m)                       GP(       ) 3 2
 AL8243
 AL8243.Superseded values are not recommended for survey control.
 AL8243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8243.See file dsdata.txt to determine how the superseded data were derived.
 AL8243
 AL8243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN0211400326(NAD 83)
 AL8243_MARKER: DD = SURVEY DISK
 AL8243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8243_SP_SET: CONCRETE POST
 AL8243_STAMPING: 18 92 GPS 6
 AL8243_MARK LOGO: FLDT  
 AL8243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8243+STABILITY: SURFACE MOTION
 AL8243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8243+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8243
 AL8243  HISTORY     - Date     Condition        Report By
 AL8243  HISTORY     - 1992     MONUMENTED       FLDT
 AL8243
 AL8243                          STATION DESCRIPTION
 AL8243
 AL8243'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8243'STATION IS LOCATED ABOUT 5 MILES (8.0 KM) NORTHEAST OF WILDWOOD, ABOUT
 AL8243'2.5 MILES (4.0 KM) SOUTH OF THE SUMTER - MARION COUNTYLINE.
 AL8243'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8243'WILDWOOD, GO NORTH ON U.S. 301 FOR ABOUT 5.7 MILES (9.2 KM) TO THE
 AL8243'INTERSECTION OF C.R. 466, GO EAST ON C.R. 466 FOR ABOUT 2.0 MILES
 AL8243'(3.2 KM) TO THE INTERSECTION OF C.R. 113 AND THE STATION.
 AL8243'THE STATION IS 1 INCH BELOW THE GROUND, 91.0 FEET (27.7 M) WEST OF THE
 AL8243'CENTER OF C.R. 113, 43.0 FEET (13.1 M) SOUTH OF THE CENTER OF C.R.
 AL8243'466 AND 7.0 FEET (2.1 M) NORTH OF A METAL WITNESS SIGN ON WOODEN
 AL8243'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2333 ***********************************************************************
 AK2333  DESIGNATION -  18 A 102 P
 AK2333  PID         -  AK2333
 AK2333  STATE/COUNTY-  FL/BREVARD
 AK2333  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2333
 AK2333                         *CURRENT SURVEY CONTROL
 AK2333  ___________________________________________________________________
 AK2333* NAD 83(1986)-  28 28 26.     (N)    080 33 23.     (W)     SCALED    
 AK2333* NAVD 88     -         1.928  (meters)       6.33   (feet)  ADJUSTED  
 AK2333  ___________________________________________________________________
 AK2333  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2333  DYNAMIC HT  -           1.925 (meters)       6.32  (feet)  COMP
 AK2333  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 AK2333
 AK2333  VERT ORDER  -  FIRST     CLASS II
 AK2333
 AK2333.The horizontal coordinates were scaled from a topographic map and have
 AK2333.an estimated accuracy of +/- 6 seconds.
 AK2333
 AK2333.The orthometric height was determined by differential leveling
 AK2333.and adjusted by the National Geodetic Survey in June 1991..
 AK2333
 AK2333.The geoid height was determined by GEOID03.
 AK2333
 AK2333.The dynamic height is computed by dividing the NAVD 88
 AK2333.geopotential number by the normal gravity value computed on the
 AK2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2333.degrees latitude (g = 980.6199 gals.).
 AK2333
 AK2333.The modeled gravity was interpolated from observed gravity values.
 AK2333
 AK2333;                    North         East    Units  Estimated Accuracy
 AK2333;SPC FL E     -   458,800.      243,440.      MT  (+/- 180 meters Scaled)
 AK2333
 AK2333                          SUPERSEDED SURVEY CONTROL
 AK2333
 AK2333  NGVD 29 (??/??/92)    2.298  (m)            7.54   (f) ADJ UNCH    1 2
 AK2333
 AK2333.Superseded values are not recommended for survey control.
 AK2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2333.See file dsdata.txt to determine how the superseded data were derived.
 AK2333
 AK2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434497(NAD 83)
 AK2333_MARKER: DD = SURVEY DISK
 AK2333_SETTING: 0 = UNSPECIFIED SETTING
 AK2333_STAMPING: 18A 102P 1957
 AK2333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2333
 AK2333  HISTORY     - Date     Condition        Report By
 AK2333  HISTORY     - 1957     MONUMENTED       PANAM
 AK2333  HISTORY     - 1959     GOOD             NGS
 AK2333
 AK2333                          STATION DESCRIPTION
 AK2333
 AK2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2333'AT CAPE CANAVERAL.
 AK2333'AT CAPE CANAVERAL MISSILE BASE, ABOUT 1.5 MILES FROM CENTRAL
 AK2333'CONTROL ON CENTRAL CONTROL ROAD TO A PAVED ROAD RIGHT (SOUTH).
 AK2333'TURN RIGHT AND GO 0.3 MILE TO PAVED ROAD LEFT (EAST), TURN LEFT
 AK2333'AND GO 0.2 MILE TO MARK ON RIGHT WITH WHITE FENCE AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5677 ***********************************************************************
 AK5677  DESIGNATION -  18 B TARGET BOARD
 AK5677  PID         -  AK5677
 AK5677  STATE/COUNTY-  FL/BREVARD
 AK5677  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5677
 AK5677                         *CURRENT SURVEY CONTROL
 AK5677  ___________________________________________________________________
 AK5677* NAD 83(1990)-  28 26 56.73574(N)    080 33 43.08571(W)     ADJUSTED  
 AK5677* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AK5677  ___________________________________________________________________
 AK5677  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AK5677  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5677
 AK5677  HORZ ORDER  -  SECOND
 AK5677
 AK5677.The horizontal coordinates were established by classical geodetic methods
 AK5677.and adjusted by the National Geodetic Survey in May 1991..
 AK5677
 AK5677.The orthometric height was scaled from a topographic map.
 AK5677
 AK5677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5677
 AK5677.The geoid height was determined by GEOID03.
 AK5677
 AK5677;                    North         East     Units Scale Factor Converg.
 AK5677;SPC FL E     -   456,054.086   242,903.380   MT  0.99996389   +0 12 31.2
 AK5677;SPC FL E     - 1,496,237.45    796,925.51   sFT  0.99996389   +0 12 31.2
 AK5677;UTM  17      - 3,147,030.463   542,888.742   MT  0.99962270   +0 12 31.2
 AK5677
 AK5677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5677!SPC FL E     -   1.00000403  x   0.99996389  =   0.99996792
 AK5677!UTM  17      -   1.00000403  x   0.99962270  =   0.99962673
 AK5677
 AK5677                          SUPERSEDED SURVEY CONTROL
 AK5677
 AK5677  NAD 83(1986)-  28 26 56.74189(N)    080 33 43.09892(W) AD(       ) 2
 AK5677  NAD 27      -  28 26 55.73545(N)    080 33 43.91244(W) AD(       ) 2
 AK5677
 AK5677.Superseded values are not recommended for survey control.
 AK5677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5677.See file dsdata.txt to determine how the superseded data were derived.
 AK5677
 AK5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4288947030(NAD 83)
 AK5677_MARKER: Z = SEE DESCRIPTION
 AK5677_SETTING: 0 = UNSPECIFIED SETTING
 AK5677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5677
 AK5677  HISTORY     - Date     Condition        Report By
 AK5677  HISTORY     - 1958     MONUMENTED       CGS
 AK5677
 AK5677                          STATION DESCRIPTION
 AK5677
 AK5677'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK5677'SEE STATION EIGHTEEN B
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8610 ***********************************************************************
 DE8610  DESIGNATION -  18 CMP
 DE8610  PID         -  DE8610
 DE8610  STATE/COUNTY-  FL/PUTNAM
 DE8610  USGS QUAD   -  CRESCENT CITY (1994)
 DE8610
 DE8610                         *CURRENT SURVEY CONTROL
 DE8610  ___________________________________________________________________
 DE8610* NAD 83(1986)-  29 29 26.     (N)    081 34 58.     (W)     SCALED    
 DE8610* NAVD 88     -        21.900  (meters)      71.85   (feet)  ADJUSTED  
 DE8610  ___________________________________________________________________
 DE8610  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DE8610  DYNAMIC HT  -          21.870 (meters)      71.75  (feet)  COMP
 DE8610  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 DE8610
 DE8610  VERT ORDER  -  SECOND    CLASS I
 DE8610
 DE8610.The horizontal coordinates were scaled from a topographic map and have
 DE8610.an estimated accuracy of +/- 6 seconds.
 DE8610
 DE8610.The orthometric height was determined by differential leveling
 DE8610.and adjusted by the National Geodetic Survey in September 2003..
 DE8610
 DE8610.The geoid height was determined by GEOID03.
 DE8610
 DE8610.The dynamic height is computed by dividing the NAVD 88
 DE8610.geopotential number by the normal gravity value computed on the
 DE8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8610.degrees latitude (g = 980.6199 gals.).
 DE8610
 DE8610.The modeled gravity was interpolated from observed gravity values.
 DE8610
 DE8610;                    North         East    Units  Estimated Accuracy
 DE8610;SPC FL E     -   571,540.      143,490.      MT  (+/- 180 meters Scaled)
 DE8610
 DE8610                          SUPERSEDED SURVEY CONTROL
 DE8610
 DE8610.No superseded survey control is available for this station.
 DE8610
 DE8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN435624(NAD 83)
 DE8610_MARKER: DD = SURVEY DISK
 DE8610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8610_STAMPING: 18 CMP 1969
 DE8610_MARK LOGO: DI    
 DE8610_PROJECTION: RECESSED 18 CENTIMETERS
 DE8610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8610+STABILITY: SURFACE MOTION
 DE8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8610+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 DE8610
 DE8610  HISTORY     - Date     Condition        Report By
 DE8610  HISTORY     - 1969     MONUMENTED       DI
 DE8610  HISTORY     - 20010524 GOOD             FLDEP
 DE8610  HISTORY     - 20020712 GOOD             FLDEP
 DE8610
 DE8610                          STATION DESCRIPTION
 DE8610
 DE8610'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE8610'THE MARK IS ABOUT 18.4 MI SOUTHEAST OF PALAKE, 6.6 MI NORTHWEST OF
 DE8610'CRESCENT CITY, 0.9 MI SOUTHEAST OF POMONA PARK, IN SECTION 4, TOWNSHIP
 DE8610'12 SOUTH, RANGE 27 EAST.
 DE8610' 
 DE8610'TO REACH THE MARK FROM THE INTERSECTION OF CENTER AVENUE AND U.S.
 DE8610'HIGHWAY 17 (SUMMIT STREET) IN CRESCENT CITY, GO NORTH ON U.S. HIGHWAY
 DE8610'17 (SUMMIT STREET) FOR 0.4 MI TO THE POST OFFICE ON THE LEFT, CONTINUE
 DE8610'NORTH ON U.S. HIGHWAY 17 (SUMMIT STREET) FOR 6.2 MI TO THE MARK ON THE
 DE8610'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.6 FT
 DE8610'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 17.
 DE8610' 
 DE8610'LOCATED 230.5 FT NORTHWEST OF AND ACROSS U.S. HIGHWAY 17 FROM SURVEY
 DE8610'MARK Q 510 2001, 45.6 FT NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 DE8610'17, 10.0 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD AT
 DE8610'1864 AND 4.4 FT NORTHWEST OF POWER POLE NUMBER 34224948203.
 DE8610' 
 DE8610' 
 DE8610' 
 DE8610' 
 DE8610'
 DE8610
 DE8610                          STATION RECOVERY (2002)
 DE8610
 DE8610'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8610'RECOVERED AS DESCRIBED.
 DE8610' 
 DE8610'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6672 ***********************************************************************
 DE6672  DESIGNATION -  18 D
 DE6672  PID         -  DE6672
 DE6672  STATE/COUNTY-  FL/VOLUSIA
 DE6672  USGS QUAD   -  LAKE ASHBY (1988)
 DE6672
 DE6672                         *CURRENT SURVEY CONTROL
 DE6672  ___________________________________________________________________
 DE6672* NAD 83(1986)-  28 56 10.     (N)    081 06 25.     (W)     SCALED    
 DE6672* NAVD 88     -         9.263  (meters)      30.39   (feet)  ADJUSTED  
 DE6672  ___________________________________________________________________
 DE6672  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DE6672  DYNAMIC HT  -           9.250 (meters)      30.35  (feet)  COMP
 DE6672  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 DE6672
 DE6672  VERT ORDER  -  SECOND    CLASS I
 DE6672
 DE6672.The horizontal coordinates were scaled from a topographic map and have
 DE6672.an estimated accuracy of +/- 6 seconds.
 DE6672
 DE6672.The orthometric height was determined by differential leveling
 DE6672.and adjusted by the National Geodetic Survey in May 2004..
 DE6672
 DE6672.The geoid height was determined by GEOID03.
 DE6672
 DE6672.The dynamic height is computed by dividing the NAVD 88
 DE6672.geopotential number by the normal gravity value computed on the
 DE6672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6672.degrees latitude (g = 980.6199 gals.).
 DE6672
 DE6672.The modeled gravity was interpolated from observed gravity values.
 DE6672
 DE6672;                    North         East    Units  Estimated Accuracy
 DE6672;SPC FL E     -   509,950.      189,570.      MT  (+/- 180 meters Scaled)
 DE6672
 DE6672                          SUPERSEDED SURVEY CONTROL
 DE6672
 DE6672.No superseded survey control is available for this station.
 DE6672
 DE6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN895009(NAD 83)
 DE6672_MARKER: DD = SURVEY DISK
 DE6672_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6672_STAMPING: BM 18-D
 DE6672_MARK LOGO: FLDT  
 DE6672_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6672+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 DE6672
 DE6672  HISTORY     - Date     Condition        Report By
 DE6672  HISTORY     - UNK      MONUMENTED       FLDT
 DE6672  HISTORY     - 19980909 GOOD             FLDEP
 DE6672
 DE6672                          STATION DESCRIPTION
 DE6672
 DE6672'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6672'THE MARK IS ABOUT 15.3 MI (24.6 KM) NORTHEAST OF SANFORD, 7.2 MI (11.6
 DE6672'KM) NORTHEAST OF OSTEEN IN SECTION 10, TOWNSHIP 18 SOUTH, RANGE 32
 DE6672'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 AND
 DE6672'STATE ROAD 415 IN OSTEEN, GO NORTHEAST ON STATE ROAD 415 FOR 7.05 MI
 DE6672'(11.35 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED
 DE6672'4X4 CONCRETE POST RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 DE6672'GROUND AND STATE ROAD 415.  THE MARK CAN ALSO BE REACHED FROM THE
 DE6672'JUNCTION OF STATE ROAD 44 AND STATE ROAD 415, 9.0 MI (14.5 KM) WEST OF
 DE6672'NEW SMYRNA BEACH, GO SOUTHWEST ON STATE ROAD 415 FOR 5.85 MI (9.41 KM)
 DE6672'TO THE MARK ON THE LEFT. LOCATED 50.6 FT (15.4 M) SOUTHEAST OF THE
 DE6672'CENTERLINE OF STATE ROAD 415, 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE
 DE6672'WITNESS POST AND 1.0 FT (0.3 M) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0335 ***********************************************************************
 BE0335  DESIGNATION -  18 JWM USGS
 BE0335  PID         -  BE0335
 BE0335  STATE/COUNTY-  FL/JACKSON
 BE0335  USGS QUAD   -  DELLWOOD (1994)
 BE0335
 BE0335                         *CURRENT SURVEY CONTROL
 BE0335  ___________________________________________________________________
 BE0335* NAD 83(1986)-  30 47 55.     (N)    085 05 41.     (W)     SCALED    
 BE0335* NAVD 88     -        38.804  (meters)     127.31   (feet)  ADJUSTED  
 BE0335  ___________________________________________________________________
 BE0335  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BE0335  DYNAMIC HT  -          38.754 (meters)     127.15  (feet)  COMP
 BE0335  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BE0335
 BE0335  VERT ORDER  -  SECOND    CLASS 0
 BE0335
 BE0335.The horizontal coordinates were scaled from a topographic map and have
 BE0335.an estimated accuracy of +/- 6 seconds.
 BE0335
 BE0335.The orthometric height was determined by differential leveling
 BE0335.and adjusted by the National Geodetic Survey in June 1991..
 BE0335
 BE0335.The geoid height was determined by GEOID03.
 BE0335
 BE0335.The dynamic height is computed by dividing the NAVD 88
 BE0335.geopotential number by the normal gravity value computed on the
 BE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0335.degrees latitude (g = 980.6199 gals.).
 BE0335
 BE0335.The modeled gravity was interpolated from observed gravity values.
 BE0335
 BE0335;                    North         East    Units  Estimated Accuracy
 BE0335;SPC FL N     -   199,530.      543,080.      MT  (+/- 180 meters Scaled)
 BE0335
 BE0335                          SUPERSEDED SURVEY CONTROL
 BE0335
 BE0335  NGVD 29 (??/??/92)   38.934  (m)          127.74   (f) ADJ UNCH    2 0
 BE0335
 BE0335.Superseded values are not recommended for survey control.
 BE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0335.See file dsdata.txt to determine how the superseded data were derived.
 BE0335
 BE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV822088(NAD 83)
 BE0335_MARKER: DD = SURVEY DISK
 BE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0335_STAMPING: 18 JWM 1951 128
 BE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0335+STABILITY: SURFACE MOTION
 BE0335
 BE0335  HISTORY     - Date     Condition        Report By
 BE0335  HISTORY     - 1951     MONUMENTED       USGS
 BE0335  HISTORY     - 1952     GOOD             NGS
 BE0335  HISTORY     - 1955     GOOD             NGS
 BE0335  HISTORY     - 19910423 GOOD             USPSQD
 BE0335  HISTORY     - 20010331 GOOD             NGS
 BE0335
 BE0335                          STATION DESCRIPTION
 BE0335
 BE0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0335'3.2 MI SW FROM DELLWOOD.
 BE0335'ABOUT 3.25 MILES SOUTHWEST AND WEST ALONG A GRADED ROAD FROM THE
 BE0335'SCHOOL AT DELLWOOD, AT THE JUNCTION OF A ROAD SOUTH, 28 FEET
 BE0335'SOUTH OF CENTER LINE OF ROAD, 93 FEET WEST-NORTHWEST AND ACROSS
 BE0335'ROAD SOUTH FROM THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 BE0335'30 FEET WEST OF CENTER LINE OF ROAD SOUTH, 32 1/2 FEET NORTHEAST
 BE0335'OF A LONE 10-INCH PINE TREE, 1 1/2 FEET WEST OF A WHITE WOODEN
 BE0335'WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 BE0335'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A NEW ROAD
 BE0335'PARALLELS THE OLD ROAD ALONG ITS NORTH SIDE.  THE MARK IS
 BE0335'120 FEET SOUTH ACROSS THE OLD ROAD FROM THE CENTERLINE OF THE NEW
 BE0335'ROAD.
 BE0335
 BE0335                          STATION RECOVERY (1955)
 BE0335
 BE0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BE0335'RECOVERED IN GOOD CONDITION.
 BE0335
 BE0335                          STATION RECOVERY (1991)
 BE0335
 BE0335'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0335'RECOVERED IN GOOD CONDITION.
 BE0335
 BE0335                          STATION RECOVERY (2001)
 BE0335
 BE0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7126 ***********************************************************************
 AG7126  DESIGNATION -  180 C OF SP
 AG7126  PID         -  AG7126
 AG7126  STATE/COUNTY-  FL/PINELLAS
 AG7126  USGS QUAD   -  ST PETERSBURG (1987)
 AG7126
 AG7126                         *CURRENT SURVEY CONTROL
 AG7126  ___________________________________________________________________
 AG7126* NAD 83(1986)-  27 47 55.     (N)    082 41 59.     (W)     SCALED    
 AG7126* NAVD 88     -        14.155  (meters)      46.44   (feet)  ADJUSTED  
 AG7126  ___________________________________________________________________
 AG7126  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG7126  DYNAMIC HT  -          14.134 (meters)      46.37  (feet)  COMP
 AG7126  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AG7126
 AG7126  VERT ORDER  -  SECOND    CLASS II
 AG7126
 AG7126.The horizontal coordinates were scaled from a topographic map and have
 AG7126.an estimated accuracy of +/- 6 seconds.
 AG7126
 AG7126.The orthometric height was determined by differential leveling
 AG7126.and adjusted by the National Geodetic Survey in June 1991..
 AG7126
 AG7126.The geoid height was determined by GEOID03.
 AG7126
 AG7126.The dynamic height is computed by dividing the NAVD 88
 AG7126.geopotential number by the normal gravity value computed on the
 AG7126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7126.degrees latitude (g = 980.6199 gals.).
 AG7126
 AG7126.The modeled gravity was interpolated from observed gravity values.
 AG7126
 AG7126;                    North         East    Units  Estimated Accuracy
 AG7126;SPC FL W     -   384,090.      131,050.      MT  (+/- 180 meters Scaled)
 AG7126
 AG7126                          SUPERSEDED SURVEY CONTROL
 AG7126
 AG7126  NGVD 29 (??/??/92)   14.420  (m)           47.31   (f) ADJ UNCH    2 2
 AG7126
 AG7126.Superseded values are not recommended for survey control.
 AG7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7126.See file dsdata.txt to determine how the superseded data were derived.
 AG7126
 AG7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325760(NAD 83)
 AG7126_MARKER: DB = BENCH MARK DISK
 AG7126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7126_SP_SET: CONCRETE POST
 AG7126_PROJECTION: FLUSH
 AG7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7126+STABILITY: SURFACE MOTION
 AG7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7126+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AG7126
 AG7126  HISTORY     - Date     Condition        Report By
 AG7126  HISTORY     - UNK      MONUMENTED       FL2730
 AG7126  HISTORY     - 1977     GOOD             FL-103
 AG7126  HISTORY     - 19980205 GOOD             USPSQD
 AG7126  HISTORY     - 20031215 GOOD             USPSQD
 AG7126
 AG7126                          STATION DESCRIPTION
 AG7126
 AG7126'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7126'IN ST PETERSBURG.
 AG7126'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7126'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7126'THE INTERSECTION FO 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7126'AVE. N. FOR 3.95 MILES TO THE INTERSECTION OF 49TH ST. N. STATION ON
 AG7126'LEFT, IN THE S.W. CORNER, 28.9 FT. SOUTH OF THE CENTERLINE OF 30TH
 AG7126'AVE. N., 48.8 FT. WEST OF THE CENTERLINE OF 49TH ST. N., 38.4 FT.
 AG7126'EAST OF THE N.E. CORNER OF A ONE STORY CONCRETE BUILDING 2950 49TH
 AG7126'ST. N., 24.5 FT. N.N.W. OF A CONCRETE SIGNAL LIGHT POLE NO NUMBER,
 AG7126'0.8 FT. SOUTH OF THE BACK OF CURB, 0.4 FT. WEST OF THE BACK OF SIDE-
 AG7126'WALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH ASPHALT
 AG7126'PARKING LOT.  NO STAMPING ON DISK.
 AG7126
 AG7126                          STATION RECOVERY (1998)
 AG7126
 AG7126'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7126'RECOVERED IN GOOD CONDITION.
 AG7126
 AG7126                          STATION RECOVERY (2003)
 AG7126
 AG7126'RECOVERY NOTE BY US POWER SQUADRON 2003 (RKS)
 AG7126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0095 ***********************************************************************
 AG0095  DESIGNATION -  180 FLHD
 AG0095  PID         -  AG0095
 AG0095  STATE/COUNTY-  FL/PINELLAS
 AG0095  USGS QUAD   -  GANDY BRIDGE (1987)
 AG0095
 AG0095                         *CURRENT SURVEY CONTROL
 AG0095  ___________________________________________________________________
 AG0095* NAD 83(1986)-  27 55 07.     (N)    082 36 53.     (W)     SCALED    
 AG0095* NAVD 88     -         0.986  (meters)       3.23   (feet)  ADJUSTED  
 AG0095  ___________________________________________________________________
 AG0095  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AG0095  DYNAMIC HT  -           0.985 (meters)       3.23  (feet)  COMP
 AG0095  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AG0095
 AG0095  VERT ORDER  -  SECOND    CLASS II
 AG0095
 AG0095.The horizontal coordinates were scaled from a topographic map and have
 AG0095.an estimated accuracy of +/- 6 seconds.
 AG0095
 AG0095.The orthometric height was determined by differential leveling
 AG0095.and adjusted by the National Geodetic Survey in June 1991..
 AG0095
 AG0095.The geoid height was determined by GEOID03.
 AG0095
 AG0095.The dynamic height is computed by dividing the NAVD 88
 AG0095.geopotential number by the normal gravity value computed on the
 AG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0095.degrees latitude (g = 980.6199 gals.).
 AG0095
 AG0095.The modeled gravity was interpolated from observed gravity values.
 AG0095
 AG0095;                    North         East    Units  Estimated Accuracy
 AG0095;SPC FL W     -   397,340.      139,490.      MT  (+/- 180 meters Scaled)
 AG0095
 AG0095                          SUPERSEDED SURVEY CONTROL
 AG0095
 AG0095  NGVD 29 (??/??/92)    1.249  (m)            4.10   (f) ADJ UNCH    2 2
 AG0095
 AG0095.Superseded values are not recommended for survey control.
 AG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0095.See file dsdata.txt to determine how the superseded data were derived.
 AG0095
 AG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL411892(NAD 83)
 AG0095_MARKER: DD = SURVEY DISK
 AG0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0095_SP_SET: SEAWALL
 AG0095_STAMPING: 180
 AG0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0095
 AG0095  HISTORY     - Date     Condition        Report By
 AG0095  HISTORY     - UNK      MONUMENTED       FLHD
 AG0095  HISTORY     - 1975     GOOD             FLDT
 AG0095
 AG0095                          STATION DESCRIPTION
 AG0095
 AG0095'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0095'2.2 MI N FROM ST PETERSBURG.
 AG0095'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0095'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0095'AND EASTERLY ALONG I-75 FOR 4.65 MILES.  STATION ON RIGHT, 104.9
 AG0095'FT. S/SE OF THE CENTERLINE OF I-75, 148.5 FT. EAST OF LIGHT POLE,
 AG0095'NO NUMBER, S.R.D. STA. 730+03.  SET IN TOP OF CONCRETE SEAWALL.
 AG0095'SECTION 33, T 29S, R 17E.  NOTE-- SEAWALL MAY BE COVERED WITH
 AG0095'SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2607 ***********************************************************************
 AD2607  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2607  DESIGNATION -  18.090 FLHD
 AD2607  PID         -  AD2607
 AD2607  STATE/COUNTY-  FL/BROWARD
 AD2607  USGS QUAD   -  BOCA RATON (1983)
 AD2607
 AD2607                         *CURRENT SURVEY CONTROL
 AD2607  ___________________________________________________________________
 AD2607* NAD 83(1986)-  26 15 41.     (N)    080 04 58.     (W)     SCALED    
 AD2607* NAVD 88     -         5.015  (meters)      16.45   (feet)  ADJUSTED  
 AD2607  ___________________________________________________________________
 AD2607  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AD2607  DYNAMIC HT  -           5.007 (meters)      16.43  (feet)  COMP
 AD2607  MODELED GRAV-     979,072.8   (mgal)                       NAVD 88
 AD2607
 AD2607  VERT ORDER  -  SECOND    CLASS 0
 AD2607
 AD2607.The horizontal coordinates were scaled from a topographic map and have
 AD2607.an estimated accuracy of +/- 6 seconds.
 AD2607
 AD2607.The orthometric height was determined by differential leveling
 AD2607.and adjusted by the National Geodetic Survey in June 1991..
 AD2607
 AD2607.This Tidal Bench Mark is designated as VM 5671
 AD2607.by the Center for Operational Oceanographic Products and Services.
 AD2607
 AD2607.This Tidal Bench Mark is designated as VM 5676
 AD2607.by the Center for Operational Oceanographic Products and Services.
 AD2607
 AD2607.This Tidal Bench Mark is designated as VM 5681
 AD2607.by the Center for Operational Oceanographic Products and Services.
 AD2607
 AD2607.The geoid height was determined by GEOID03.
 AD2607
 AD2607.The dynamic height is computed by dividing the NAVD 88
 AD2607.geopotential number by the normal gravity value computed on the
 AD2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2607.degrees latitude (g = 980.6199 gals.).
 AD2607
 AD2607.The modeled gravity was interpolated from observed gravity values.
 AD2607
 AD2607;                    North         East    Units  Estimated Accuracy
 AD2607;SPC FL E     -   213,900.      291,620.      MT  (+/- 180 meters Scaled)
 AD2607
 AD2607                          SUPERSEDED SURVEY CONTROL
 AD2607
 AD2607  NGVD 29 (09/01/92)    5.494  (m)           18.02   (f) ADJUSTED    2 0
 AD2607
 AD2607.Superseded values are not recommended for survey control.
 AD2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2607.See file dsdata.txt to determine how the superseded data were derived.
 AD2607
 AD2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915049(NAD 83)
 AD2607_MARKER: DD = SURVEY DISK
 AD2607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2607_SP_SET: CURB
 AD2607_STAMPING: 18.090
 AD2607_MARK LOGO: FLHD  
 AD2607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2607
 AD2607  HISTORY     - Date     Condition        Report By
 AD2607  HISTORY     - UNK      MONUMENTED       FLHD
 AD2607  HISTORY     - 1970     GOOD             NGS
 AD2607  HISTORY     - 1973     GOOD             NGS
 AD2607  HISTORY     - 1981     GOOD             FLDNR
 AD2607  HISTORY     - 1986     GOOD             FLDNR
 AD2607  HISTORY     - 1989     GOOD             USPSQD
 AD2607  HISTORY     - 1990     GOOD             USPSQD
 AD2607  HISTORY     - 19980218 GOOD             USPSQD
 AD2607  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD2607  HISTORY     - 20020830 MARK NOT FOUND   USPSQD
 AD2607  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD2607
 AD2607                          STATION DESCRIPTION
 AD2607
 AD2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2607'2.3 MI N FROM POMPANO BEACH.
 AD2607'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE
 AD2607'JUNCTION OF STATE HIGHWAY 814 AT POMPANO BEACH, SET ON THE TOP OF
 AD2607'THE NORTHWEST CURB OF THE HIGHWAY BRIDGE OVER HILLSBORO INLET,
 AD2607'15.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.9 FEET
 AD2607'SOUTHWEST OF THE NORTHEAST END OF THE BANNISTER AND ABOUT 1 FOOT
 AD2607'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 AD2607'BY GOING 3.75 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AD2607'JUNCTION OF STATE HIGHWAY 810 AT DEERFIELD BEACH.
 AD2607
 AD2607                          STATION RECOVERY (1973)
 AD2607
 AD2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1981)
 AD2607
 AD2607'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1986)
 AD2607
 AD2607'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1989)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 1989 (AJM)
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1990)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1998)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (2001)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD2607'MARK NOT FOUND.
 AD2607
 AD2607                          STATION RECOVERY (2002)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD2607'MARK NOT FOUND.
 AD2607
 AD2607                          STATION RECOVERY (2004)
 AD2607
 AD2607'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD2607'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5782 ***********************************************************************
 AD5782  DESIGNATION -  181 B CO
 AD5782  PID         -  AD5782
 AD5782  STATE/COUNTY-  FL/BROWARD
 AD5782  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5782
 AD5782                         *CURRENT SURVEY CONTROL
 AD5782  ___________________________________________________________________
 AD5782* NAD 83(1986)-  26 05 32.     (N)    080 13 13.     (W)     SCALED    
 AD5782* NAVD 88     -         2.322  (meters)       7.62   (feet)  ADJUSTED  
 AD5782  ___________________________________________________________________
 AD5782  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AD5782  DYNAMIC HT  -           2.318 (meters)       7.61  (feet)  COMP
 AD5782  MODELED GRAV-     979,057.7   (mgal)                       NAVD 88
 AD5782
 AD5782  VERT ORDER  -  FIRST     CLASS II
 AD5782
 AD5782.The horizontal coordinates were scaled from a topographic map and have
 AD5782.an estimated accuracy of +/- 6 seconds.
 AD5782
 AD5782.The orthometric height was determined by differential leveling
 AD5782.and adjusted by the National Geodetic Survey in June 1991..
 AD5782
 AD5782.The geoid height was determined by GEOID03.
 AD5782
 AD5782.The dynamic height is computed by dividing the NAVD 88
 AD5782.geopotential number by the normal gravity value computed on the
 AD5782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5782.degrees latitude (g = 980.6199 gals.).
 AD5782
 AD5782.The modeled gravity was interpolated from observed gravity values.
 AD5782
 AD5782;                    North         East    Units  Estimated Accuracy
 AD5782;SPC FL E     -   195,070.      278,000.      MT  (+/- 180 meters Scaled)
 AD5782
 AD5782                          SUPERSEDED SURVEY CONTROL
 AD5782
 AD5782  NGVD 29 (09/01/92)    2.810  (m)            9.22   (f) ADJUSTED    1 2
 AD5782
 AD5782.Superseded values are not recommended for survey control.
 AD5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5782.See file dsdata.txt to determine how the superseded data were derived.
 AD5782
 AD5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ779861(NAD 83)
 AD5782_MARKER: DB = BENCH MARK DISK
 AD5782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5782_SP_SET: CONCRETE POST
 AD5782_STAMPING: BM 181
 AD5782_PROJECTION: RECESSED 23 CENTIMETERS
 AD5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5782+STABILITY: SURFACE MOTION
 AD5782
 AD5782  HISTORY     - Date     Condition        Report By
 AD5782  HISTORY     - 1978     MONUMENTED       FL-011
 AD5782  HISTORY     - 19910716 GOOD             USPSQD
 AD5782  HISTORY     - 19950715 GOOD             USPSQD
 AD5782  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5782
 AD5782                          STATION DESCRIPTION
 AD5782
 AD5782'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5782'2.0 MI NE FROM DAVIE.
 AD5782'ABOUT 2.0 MILES NORTHEAST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5782'STATE ROAD 84 AND U.S. 441 (STATE ROAD 7) PROCEED 1.2 MILES NORTHWEST
 AD5782'ON STATE 84 TO THE MARK. THE MARK IS 1400 FEET WEST OF THE SUNSHINE
 AD5782'STATE PARKWAY OVERPASS, 10.9 FEET NORTH OF THE NORTH EDGE OF PAVEMENT
 AD5782'OF THE WESTBOUND LANES OF STATE ROAD 84, 279 FEET EAST OF THE CENTER
 AD5782'OF A MEDIAN OPENING OF STATE ROAD 84, 12 FEET SOUTHWEST OF A SOUTHERN
 AD5782'BELL TELEPHONE JUNCTION BOX, 27.7 FEET SOUTHWEST OF A WOOD POWER POLE,
 AD5782'27 SOUTH OF THE SOUTH TOP OF BANK OF THE NORTH NEW RIVER CANAL, 2
 AD5782'FEET NORTH OF THE STEEL GUARDRAIL, 6.9 FEET NORTHWEST OF AND 5.9 FEET
 AD5782'NORTHEAST OF THE CHISELED CROSSES IN GUARD RAIL POSTS. THE MARK IS A
 AD5782'STANDARD BROWARD COUNTY DISK.
 AD5782'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AD5782
 AD5782                          STATION RECOVERY (1991)
 AD5782
 AD5782'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5782'RECOVERED IN GOOD CONDITION.
 AD5782
 AD5782                          STATION RECOVERY (1995)
 AD5782
 AD5782'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5782'RECOVERED IN GOOD CONDITION.
 AD5782
 AD5782                          STATION RECOVERY (1998)
 AD5782
 AD5782'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0086 ***********************************************************************
 AG0086  DESIGNATION -  181 FLHD
 AG0086  PID         -  AG0086
 AG0086  STATE/COUNTY-  FL/PINELLAS
 AG0086  USGS QUAD   -  GANDY BRIDGE (1987)
 AG0086
 AG0086                         *CURRENT SURVEY CONTROL
 AG0086  ___________________________________________________________________
 AG0086* NAD 83(1986)-  27 55 13.     (N)    082 36 35.     (W)     SCALED    
 AG0086* NAVD 88     -         4.467  (meters)      14.66   (feet)  ADJUSTED  
 AG0086  ___________________________________________________________________
 AG0086  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG0086  DYNAMIC HT  -           4.460 (meters)      14.63  (feet)  COMP
 AG0086  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AG0086
 AG0086  VERT ORDER  -  SECOND    CLASS II
 AG0086
 AG0086.The horizontal coordinates were scaled from a topographic map and have
 AG0086.an estimated accuracy of +/- 6 seconds.
 AG0086
 AG0086.The orthometric height was determined by differential leveling
 AG0086.and adjusted by the National Geodetic Survey in June 1991..
 AG0086
 AG0086.The geoid height was determined by GEOID03.
 AG0086
 AG0086.The dynamic height is computed by dividing the NAVD 88
 AG0086.geopotential number by the normal gravity value computed on the
 AG0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0086.degrees latitude (g = 980.6199 gals.).
 AG0086
 AG0086.The modeled gravity was interpolated from observed gravity values.
 AG0086
 AG0086;                    North         East    Units  Estimated Accuracy
 AG0086;SPC FL W     -   397,520.      139,990.      MT  (+/- 180 meters Scaled)
 AG0086
 AG0086                          SUPERSEDED SURVEY CONTROL
 AG0086
 AG0086  NGVD 29 (??/??/92)    4.729  (m)           15.52   (f) ADJ UNCH    2 2
 AG0086
 AG0086.Superseded values are not recommended for survey control.
 AG0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0086.See file dsdata.txt to determine how the superseded data were derived.
 AG0086
 AG0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL416894(NAD 83)
 AG0086_MARKER: DD = SURVEY DISK
 AG0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0086_SP_SET: HANDRAIL
 AG0086_STAMPING: 181
 AG0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0086
 AG0086  HISTORY     - Date     Condition        Report By
 AG0086  HISTORY     - UNK      MONUMENTED       FLHD
 AG0086  HISTORY     - 1975     GOOD             FLDT
 AG0086
 AG0086                          STATION DESCRIPTION
 AG0086
 AG0086'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0086'2.2 MI N FROM ST PETERSBURG.
 AG0086'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0086'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET
 AG0086'N. AND EASTERLY ALONG I-75 FOR 4.9 MILES.  STATION ON RIGHT,
 AG0086'IN THE SW END OF BRIDGE, 30.0 FT. SOUTH OF THE CENTERLINE OF
 AG0086'I-75, 3.0 FT. SOUTH OF THE CONCRETE HANDRAIL.  SET IN TOP OF
 AG0086'CONCRETE WINGWALL.  SECTION 33, T 29S, R 17E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5783 ***********************************************************************
 AD5783  DESIGNATION -  182 B CO
 AD5783  PID         -  AD5783
 AD5783  STATE/COUNTY-  FL/BROWARD
 AD5783  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5783
 AD5783                         *CURRENT SURVEY CONTROL
 AD5783  ___________________________________________________________________
 AD5783* NAD 83(1986)-  26 05 24.     (N)    080 12 46.     (W)     SCALED    
 AD5783* NAVD 88     -         2.104  (meters)       6.90   (feet)  ADJUSTED  
 AD5783  ___________________________________________________________________
 AD5783  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AD5783  DYNAMIC HT  -           2.101 (meters)       6.89  (feet)  COMP
 AD5783  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AD5783
 AD5783  VERT ORDER  -  FIRST     CLASS II
 AD5783
 AD5783.The horizontal coordinates were scaled from a topographic map and have
 AD5783.an estimated accuracy of +/- 6 seconds.
 AD5783
 AD5783.The orthometric height was determined by differential leveling
 AD5783.and adjusted by the National Geodetic Survey in June 1991..
 AD5783
 AD5783.The geoid height was determined by GEOID03.
 AD5783
 AD5783.The dynamic height is computed by dividing the NAVD 88
 AD5783.geopotential number by the normal gravity value computed on the
 AD5783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5783.degrees latitude (g = 980.6199 gals.).
 AD5783
 AD5783.The modeled gravity was interpolated from observed gravity values.
 AD5783
 AD5783;                    North         East    Units  Estimated Accuracy
 AD5783;SPC FL E     -   194,820.      278,750.      MT  (+/- 180 meters Scaled)
 AD5783
 AD5783                          SUPERSEDED SURVEY CONTROL
 AD5783
 AD5783  NGVD 29 (09/01/92)    2.593  (m)            8.51   (f) ADJUSTED    1 2
 AD5783
 AD5783.Superseded values are not recommended for survey control.
 AD5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5783.See file dsdata.txt to determine how the superseded data were derived.
 AD5783
 AD5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ787858(NAD 83)
 AD5783_MARKER: DB = BENCH MARK DISK
 AD5783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5783_SP_SET: CONCRETE POST
 AD5783_STAMPING: BM 182
 AD5783_PROJECTION: RECESSED 23 CENTIMETERS
 AD5783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5783+STABILITY: SURFACE MOTION
 AD5783
 AD5783  HISTORY     - Date     Condition        Report By
 AD5783  HISTORY     - 1978     MONUMENTED       FL-011
 AD5783  HISTORY     - 19910716 GOOD             USPSQD
 AD5783  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5783
 AD5783                          STATION DESCRIPTION
 AD5783
 AD5783'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5783'1.9 MI NE FROM DAVIE.
 AD5783'ABOUT 1.9 MILES NORTHEAST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5783'STATE ROAD 84 AND U.S. 441 (STATE ROAD 7) PROCEED 0.7 MILES NORTHWEST
 AD5783'ALONG STATE ROAD 84 TO THE MARK. THE MARK IS 11 FEET NORTH OF THE
 AD5783'NORTH EDGE OF PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 84, 105
 AD5783'FEET WEST OF THE PROJECTED CENTERLINE OF SOUTHWEST 50TH AVENUE, 103
 AD5783'FEET EAST OF A WOOD POWER POLE, 66.5 FEET SOUTHEAST OF A BANYAN TREE,
 AD5783'20 FEET SOUTH OF THE SOUTH BANK OF THE NORTH NEW RIVER CANAL, 3.8 FEET
 AD5783'NORTHWEST OF AND 3.5 FEET NORTHEAST OF CHISELED CROSSES IN GUARD RAIL
 AD5783'POSTS, 3 FEET NORTH OF THE GUARD RAIL. THE MARK IS A STANDARD BROWARD
 AD5783'COUNTY DISK.
 AD5783'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AD5783
 AD5783                          STATION RECOVERY (1991)
 AD5783
 AD5783'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5783'RECOVERED IN GOOD CONDITION.
 AD5783
 AD5783                          STATION RECOVERY (1998)
 AD5783
 AD5783'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0087 ***********************************************************************
 AG0087  DESIGNATION -  182 FLHD
 AG0087  PID         -  AG0087
 AG0087  STATE/COUNTY-  FL/PINELLAS
 AG0087  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0087
 AG0087                         *CURRENT SURVEY CONTROL
 AG0087  ___________________________________________________________________
 AG0087* NAD 83(1986)-  27 53 43.     (N)    082 38 17.     (W)     SCALED    
 AG0087* NAVD 88     -         1.422  (meters)       4.67   (feet)  ADJUSTED  
 AG0087  ___________________________________________________________________
 AG0087  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0087  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 AG0087  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AG0087
 AG0087  VERT ORDER  -  SECOND    CLASS II
 AG0087
 AG0087.The horizontal coordinates were scaled from a topographic map and have
 AG0087.an estimated accuracy of +/- 6 seconds.
 AG0087
 AG0087.The orthometric height was determined by differential leveling
 AG0087.and adjusted by the National Geodetic Survey in June 1991..
 AG0087
 AG0087.The geoid height was determined by GEOID03.
 AG0087
 AG0087.The dynamic height is computed by dividing the NAVD 88
 AG0087.geopotential number by the normal gravity value computed on the
 AG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0087.degrees latitude (g = 980.6199 gals.).
 AG0087
 AG0087.The modeled gravity was interpolated from observed gravity values.
 AG0087
 AG0087;                    North         East    Units  Estimated Accuracy
 AG0087;SPC FL W     -   394,770.      137,180.      MT  (+/- 180 meters Scaled)
 AG0087
 AG0087                          SUPERSEDED SURVEY CONTROL
 AG0087
 AG0087  NGVD 29 (??/??/92)    1.684  (m)            5.52   (f) ADJ UNCH    2 2
 AG0087
 AG0087.Superseded values are not recommended for survey control.
 AG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0087.See file dsdata.txt to determine how the superseded data were derived.
 AG0087
 AG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387866(NAD 83)
 AG0087_MARKER: DD = SURVEY DISK
 AG0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0087_SP_SET: HEADWALL
 AG0087_STAMPING: 182
 AG0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0087
 AG0087  HISTORY     - Date     Condition        Report By
 AG0087  HISTORY     - UNK      MONUMENTED       FLHD
 AG0087  HISTORY     - 1975     GOOD             FLDT
 AG0087  HISTORY     - 19991214 GOOD             USPSQD
 AG0087
 AG0087                          STATION DESCRIPTION
 AG0087
 AG0087'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0087'1.6 MI N FROM ST PETERSBURG.
 AG0087'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0087'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0087'AND NORTHEASTERLY ALONG I-75 FOR 2.25 MILES.  STATION ON LEFT,
 AG0087'250.0 FT. NW OF THE CENTER OF I-75, 68.5 FT. SE OF THE CENTERLINE
 AG0087'OF 4TH STREET EXIT RAMP.  SET IN TOP OF CONCRETE HEADWALL.
 AG0087'SECTION 6, T 30S, R 17E
 AG0087
 AG0087                          STATION RECOVERY (1999)
 AG0087
 AG0087'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5784 ***********************************************************************
 AD5784  DESIGNATION -  183 B CO
 AD5784  PID         -  AD5784
 AD5784  STATE/COUNTY-  FL/BROWARD
 AD5784  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5784
 AD5784                         *CURRENT SURVEY CONTROL
 AD5784  ___________________________________________________________________
 AD5784* NAD 83(1986)-  26 05 13.     (N)    080 12 21.     (W)     SCALED    
 AD5784* NAVD 88     -         0.898  (meters)       2.95   (feet)  ADJUSTED  
 AD5784  ___________________________________________________________________
 AD5784  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AD5784  DYNAMIC HT  -           0.897 (meters)       2.94  (feet)  COMP
 AD5784  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 AD5784
 AD5784  VERT ORDER  -  FIRST     CLASS II
 AD5784
 AD5784.The horizontal coordinates were scaled from a topographic map and have
 AD5784.an estimated accuracy of +/- 6 seconds.
 AD5784
 AD5784.The orthometric height was determined by differential leveling
 AD5784.and adjusted by the National Geodetic Survey in June 1991..
 AD5784
 AD5784.The geoid height was determined by GEOID03.
 AD5784
 AD5784.The dynamic height is computed by dividing the NAVD 88
 AD5784.geopotential number by the normal gravity value computed on the
 AD5784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5784.degrees latitude (g = 980.6199 gals.).
 AD5784
 AD5784.The modeled gravity was interpolated from observed gravity values.
 AD5784
 AD5784;                    North         East    Units  Estimated Accuracy
 AD5784;SPC FL E     -   194,490.      279,450.      MT  (+/- 180 meters Scaled)
 AD5784
 AD5784                          SUPERSEDED SURVEY CONTROL
 AD5784
 AD5784  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    1 2
 AD5784
 AD5784.Superseded values are not recommended for survey control.
 AD5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5784.See file dsdata.txt to determine how the superseded data were derived.
 AD5784
 AD5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ794855(NAD 83)
 AD5784_MARKER: DB = BENCH MARK DISK
 AD5784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5784_SP_SET: CONCRETE CATCH BASIN
 AD5784_STAMPING: BM 183
 AD5784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5784
 AD5784  HISTORY     - Date     Condition        Report By
 AD5784  HISTORY     - 1978     MONUMENTED       FL-011
 AD5784  HISTORY     - 19910716 GOOD             USPSQD
 AD5784  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5784
 AD5784                          STATION DESCRIPTION
 AD5784
 AD5784'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5784'2.3 MI NE FROM DAVIE.
 AD5784'ABOUT 2.3 MILES NORTHEAST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5784'STATE ROAD 84 AND U.S. 441 (STATE ROAD 7) PROCEED 0.25 MILES NORTHWEST
 AD5784'ALONG STATE ROAD 84 TO SW 47TH AVENUE (BURRIS ROAD) TO THE MARK. THE
 AD5784'MARK IS 52 FEET EAST OF THE CENTERLINE OF BURRIS ROAD, 67 FEET SOUTH
 AD5784'OF THE CENTERLINE OF THE MEDIAN OF STATE ROAD 84, 12.3 FEET SOUTHWEST
 AD5784'OF A CONCRETE POWER POLE. THE MARK IS A STANDARD BROWARD COUNTY DISK
 AD5784'SET IN THE SOUTHEAST CORNER OF A 4.7 FEET BY 3.7 FEET CONCRETE CATCH
 AD5784'BASIN. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5784
 AD5784                          STATION RECOVERY (1991)
 AD5784
 AD5784'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5784'RECOVERED IN GOOD CONDITION.
 AD5784
 AD5784                          STATION RECOVERY (1998)
 AD5784
 AD5784'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0088 ***********************************************************************
 AG0088  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0088  DESIGNATION -  183 FLHD
 AG0088  PID         -  AG0088
 AG0088  STATE/COUNTY-  FL/PINELLAS
 AG0088  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0088
 AG0088                         *CURRENT SURVEY CONTROL
 AG0088  ___________________________________________________________________
 AG0088* NAD 83(1986)-  27 53 43.     (N)    082 38 17.     (W)     SCALED    
 AG0088* NAVD 88     -         4.294  (meters)      14.09   (feet)  ADJUSTED  
 AG0088  ___________________________________________________________________
 AG0088  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0088  DYNAMIC HT  -           4.288 (meters)      14.07  (feet)  COMP
 AG0088  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AG0088
 AG0088  VERT ORDER  -  SECOND    CLASS I
 AG0088
 AG0088.The horizontal coordinates were scaled from a topographic map and have
 AG0088.an estimated accuracy of +/- 6 seconds.
 AG0088
 AG0088.The orthometric height was determined by differential leveling
 AG0088.and adjusted by the National Geodetic Survey in June 1991..
 AG0088
 AG0088.This Tidal Bench Mark is designated as VM 11339
 AG0088.by the Center for Operational Oceanographic Products and Services.
 AG0088
 AG0088.The geoid height was determined by GEOID03.
 AG0088
 AG0088.The dynamic height is computed by dividing the NAVD 88
 AG0088.geopotential number by the normal gravity value computed on the
 AG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0088.degrees latitude (g = 980.6199 gals.).
 AG0088
 AG0088.The modeled gravity was interpolated from observed gravity values.
 AG0088
 AG0088;                    North         East    Units  Estimated Accuracy
 AG0088;SPC FL W     -   394,770.      137,180.      MT  (+/- 180 meters Scaled)
 AG0088
 AG0088                          SUPERSEDED SURVEY CONTROL
 AG0088
 AG0088  NGVD 29 (??/??/92)    4.556  (m)           14.95   (f) ADJ UNCH    2 1
 AG0088
 AG0088.Superseded values are not recommended for survey control.
 AG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0088.See file dsdata.txt to determine how the superseded data were derived.
 AG0088
 AG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387866(NAD 83)
 AG0088_MARKER: DD = SURVEY DISK
 AG0088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0088_STAMPING: 183
 AG0088_MARK LOGO: FLHD  
 AG0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0088
 AG0088  HISTORY     - Date     Condition        Report By
 AG0088  HISTORY     - UNK      MONUMENTED       FLHD
 AG0088  HISTORY     - 1975     GOOD             FLDT
 AG0088  HISTORY     - 1982     GOOD             FLDNR
 AG0088  HISTORY     - 19991214 GOOD             USPSQD
 AG0088
 AG0088                          STATION DESCRIPTION
 AG0088
 AG0088'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0088'1 MI N FROM ST PETERSBURG.
 AG0088'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0088'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0088'FOR 2.25 MILES.  STATION ON RIGHT, LOCATED IN THE NE CORNER OF
 AG0088'BRIDGE.  SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 6, T 30S,
 AG0088'R 17E.
 AG0088
 AG0088                          STATION RECOVERY (1982)
 AG0088
 AG0088'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0088'RECOVERED IN GOOD CONDITION.
 AG0088
 AG0088                          STATION RECOVERY (1999)
 AG0088
 AG0088'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7278 ***********************************************************************
 AL7278  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7278  DESIGNATION -  18.32 NW
 AL7278  PID         -  AL7278
 AL7278  STATE/COUNTY-  FL/CITRUS
 AL7278  USGS QUAD   -  RED LEVEL (1992)
 AL7278
 AL7278                         *CURRENT SURVEY CONTROL
 AL7278  ___________________________________________________________________
 AL7278* NAD 83(1986)-  28 54 07.     (N)    082 38 45.     (W)     SCALED    
 AL7278* NAVD 88     -         5.219  (meters)      17.12   (feet)  POSTED    
 AL7278  ___________________________________________________________________
 AL7278  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AL7278  DYNAMIC HT  -           5.210 (meters)      17.09  (feet)  COMP
 AL7278  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AL7278
 AL7278  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7278
 AL7278.The horizontal coordinates were scaled from a topographic map and have
 AL7278.an estimated accuracy of +/- 6 seconds.
 AL7278
 AL7278.The orthometric height was determined by differential leveling
 AL7278.and adjusted by the National Geodetic Survey in 1992..
 AL7278.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7278.rate of 0.0 thru 1.0 mm/km.
 AL7278
 AL7278.This Tidal Bench Mark is designated as VM 7803
 AL7278.by the Center for Operational Oceanographic Products and Services.
 AL7278
 AL7278.The geoid height was determined by GEOID03.
 AL7278
 AL7278.The dynamic height is computed by dividing the NAVD 88
 AL7278.geopotential number by the normal gravity value computed on the
 AL7278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7278.degrees latitude (g = 980.6199 gals.).
 AL7278
 AL7278.The modeled gravity was interpolated from observed gravity values.
 AL7278
 AL7278;                    North         East    Units  Estimated Accuracy
 AL7278;SPC FL W     -   506,330.      137,010.      MT  (+/- 180 meters Scaled)
 AL7278
 AL7278                          SUPERSEDED SURVEY CONTROL
 AL7278
 AL7278.No superseded survey control is available for this station.
 AL7278
 AL7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM395982(NAD 83)
 AL7278_MARKER: DD = SURVEY DISK
 AL7278_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7278_SP_SET: BRIDGE ABUTMENT
 AL7278_STAMPING: 18.32
 AL7278_MARK LOGO: FLDT  
 AL7278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7278
 AL7278  HISTORY     - Date     Condition        Report By
 AL7278  HISTORY     - UNK      MONUMENTED       FLDT
 AL7278  HISTORY     - 1977     GOOD             FLDNR
 AL7278  HISTORY     - 1985     GOOD             FLDNR
 AL7278  HISTORY     - 1989     GOOD             USPSQD
 AL7278  HISTORY     - 19910214 GOOD             USPSQD
 AL7278
 AL7278                          STATION DESCRIPTION
 AL7278
 AL7278'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7278'7.2 MI SW FROM CRYSTAL RIVER.
 AL7278'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7278'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98,
 AL7278'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT, AND
 AL7278'ANOTHER ROAD GOING WEST TO PARADISE POINT, THENCE SOUTHWEST ALONG
 AL7278'STATE ROAD 44, 2.4 MILES TO THE INTERSECTION OF SUNCOAST BOULEVARD,
 AL7278'PROCEED NORTH AND WEST ALONG STATE ROAD 44, 3.7 MILES TO THE BRIDGE
 AL7278'OVER SALT RIVER. THE MARK BEARS 0.8 FEET NORTHWEST OF THE NORTHWEST
 AL7278'END OF THE BRIDGE, 1 FOOT NORTHWEST OF A 2.5 FOOT CONCRETE RAIL,
 AL7278'0.3 FEET SOUTHEAST OF THE END OF A METAL GUARD RAIL, SET FLUSH
 AL7278'IN THE TOP CENTER OF THE 1.3 FEET THICK CONCRETE CURB ABUTMENT,
 AL7278'15 FEET SOUTHWEST OF THE CENTER LINE OF THE BRIDGE.
 AL7278
 AL7278                          STATION RECOVERY (1985)
 AL7278
 AL7278'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7278'RECOVERED IN GOOD CONDITION EXCEPT 3.7 MILES SHOULD BE 3.3 MILES.
 AL7278
 AL7278                          STATION RECOVERY (1989)
 AL7278
 AL7278'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 AL7278'RECOVERED IN GOOD CONDITION.
 AL7278
 AL7278                          STATION RECOVERY (1991)
 AL7278
 AL7278'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7277 ***********************************************************************
 AL7277  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7277  DESIGNATION -  18.32 SE
 AL7277  PID         -  AL7277
 AL7277  STATE/COUNTY-  FL/CITRUS
 AL7277  USGS QUAD   -  RED LEVEL (1992)
 AL7277
 AL7277                         *CURRENT SURVEY CONTROL
 AL7277  ___________________________________________________________________
 AL7277* NAD 83(1986)-  28 54 05.     (N)    082 38 43.     (W)     SCALED    
 AL7277* NAVD 88     -         5.217  (meters)      17.12   (feet)  POSTED    
 AL7277  ___________________________________________________________________
 AL7277  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AL7277  DYNAMIC HT  -           5.210 (meters)      17.09  (feet)  COMP
 AL7277  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AL7277
 AL7277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7277
 AL7277.The horizontal coordinates were scaled from a topographic map and have
 AL7277.an estimated accuracy of +/- 6 seconds.
 AL7277
 AL7277.The orthometric height was determined by differential leveling
 AL7277.and adjusted by the National Geodetic Survey in 1992..
 AL7277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7277.rate of 0.0 thru 1.0 mm/km.
 AL7277
 AL7277.This Tidal Bench Mark is designated as VM 7802
 AL7277.by the Center for Operational Oceanographic Products and Services.
 AL7277
 AL7277.The geoid height was determined by GEOID03.
 AL7277
 AL7277.The dynamic height is computed by dividing the NAVD 88
 AL7277.geopotential number by the normal gravity value computed on the
 AL7277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7277.degrees latitude (g = 980.6199 gals.).
 AL7277
 AL7277.The modeled gravity was interpolated from observed gravity values.
 AL7277
 AL7277;                    North         East    Units  Estimated Accuracy
 AL7277;SPC FL W     -   506,270.      137,070.      MT  (+/- 180 meters Scaled)
 AL7277
 AL7277                          SUPERSEDED SURVEY CONTROL
 AL7277
 AL7277.No superseded survey control is available for this station.
 AL7277
 AL7277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM395981(NAD 83)
 AL7277_MARKER: DD = SURVEY DISK
 AL7277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7277_SP_SET: BRIDGE ABUTMENT
 AL7277_STAMPING: 18.32
 AL7277_MARK LOGO: FLDT  
 AL7277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7277
 AL7277  HISTORY     - Date     Condition        Report By
 AL7277  HISTORY     - UNK      MONUMENTED       FLDT
 AL7277  HISTORY     - 1977     GOOD             FLDNR
 AL7277  HISTORY     - 1985     GOOD             FLDNR
 AL7277
 AL7277                          STATION DESCRIPTION
 AL7277
 AL7277'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7277'7.2 MI SW FROM CRYSTAL RIVER.
 AL7277'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7277'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98,
 AL7277'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT, AND
 AL7277'ANOTHER ROAD GOING WEST TO PARADISE POINT, THENCE SOUTHWEST ALONG
 AL7277'STATE ROAD 44, 2.4 MILES TO THE INTERSECTION OF SUNCOAST BOULEVARD,
 AL7277'PROCEED NORTH AND WEST ALONG STATE ROAD 44, 3.7 MILES TO THE BRIDGE
 AL7277'OVER SALT RIVER. THE MARK BEARS 0.8 FEET SOUTHEAST OF THE SOUTHEAST
 AL7277'END OF THE BRIDGE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE BRIDGE
 AL7277'SET FLUSH IN THE TOP CENTER OF A 1.3 FEET THICK CONCRETE CURB
 AL7277'ABUTMENT.
 AL7277
 AL7277                          STATION RECOVERY (1985)
 AL7277
 AL7277'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7277'RECOVERED IN GOOD CONDITION EXCEPT 3.7 MILES SHOULD BE 3.3 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0089 ***********************************************************************
 AG0089  DESIGNATION -  184 FLHD
 AG0089  PID         -  AG0089
 AG0089  STATE/COUNTY-  FL/PINELLAS
 AG0089  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0089
 AG0089                         *CURRENT SURVEY CONTROL
 AG0089  ___________________________________________________________________
 AG0089* NAD 83(1986)-  27 53 19.     (N)    082 38 17.     (W)     SCALED    
 AG0089* NAVD 88     -         1.599  (meters)       5.25   (feet)  ADJUSTED  
 AG0089  ___________________________________________________________________
 AG0089  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0089  DYNAMIC HT  -           1.597 (meters)       5.24  (feet)  COMP
 AG0089  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AG0089
 AG0089  VERT ORDER  -  SECOND    CLASS II
 AG0089
 AG0089.The horizontal coordinates were scaled from a topographic map and have
 AG0089.an estimated accuracy of +/- 6 seconds.
 AG0089
 AG0089.The orthometric height was determined by differential leveling
 AG0089.and adjusted by the National Geodetic Survey in June 1991..
 AG0089
 AG0089.The geoid height was determined by GEOID03.
 AG0089
 AG0089.The dynamic height is computed by dividing the NAVD 88
 AG0089.geopotential number by the normal gravity value computed on the
 AG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0089.degrees latitude (g = 980.6199 gals.).
 AG0089
 AG0089.The modeled gravity was interpolated from observed gravity values.
 AG0089
 AG0089;                    North         East    Units  Estimated Accuracy
 AG0089;SPC FL W     -   394,030.      137,180.      MT  (+/- 180 meters Scaled)
 AG0089
 AG0089                          SUPERSEDED SURVEY CONTROL
 AG0089
 AG0089  NGVD 29 (??/??/92)    1.861  (m)            6.11   (f) ADJ UNCH    2 2
 AG0089
 AG0089.Superseded values are not recommended for survey control.
 AG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0089.See file dsdata.txt to determine how the superseded data were derived.
 AG0089
 AG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387859(NAD 83)
 AG0089_MARKER: DD = SURVEY DISK
 AG0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0089_SP_SET: HEADWALL
 AG0089_STAMPING: 184
 AG0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0089
 AG0089  HISTORY     - Date     Condition        Report By
 AG0089  HISTORY     - UNK      MONUMENTED       FLHD
 AG0089  HISTORY     - 1975     GOOD             FLDT
 AG0089  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 AG0089
 AG0089                          STATION DESCRIPTION
 AG0089
 AG0089'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0089'0.7 MI N FROM ST PETERSBURG.
 AG0089'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0089'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY FOR 1.75 MILES.
 AG0089'STATION ON RIGHT, 74.0 FT. EAST OF THE CENTERLINE OF 4TH STREET
 AG0089'N.  SET IN TOP OF A CONCRETE HEADWALL.  SECTION 7, T 30S, R 17E.
 AG0089
 AG0089                          STATION RECOVERY (2001)
 AG0089
 AG0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0090 ***********************************************************************
 AG0090  DESIGNATION -  185 FLHD
 AG0090  PID         -  AG0090
 AG0090  STATE/COUNTY-  FL/PINELLAS
 AG0090  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0090
 AG0090                         *CURRENT SURVEY CONTROL
 AG0090  ___________________________________________________________________
 AG0090* NAD 83(1986)-  27 52 37.     (N)    082 38 17.     (W)     SCALED    
 AG0090* NAVD 88     -         1.274  (meters)       4.18   (feet)  ADJUSTED  
 AG0090  ___________________________________________________________________
 AG0090  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG0090  DYNAMIC HT  -           1.272 (meters)       4.17  (feet)  COMP
 AG0090  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AG0090
 AG0090  VERT ORDER  -  SECOND    CLASS II
 AG0090
 AG0090.The horizontal coordinates were scaled from a topographic map and have
 AG0090.an estimated accuracy of +/- 6 seconds.
 AG0090
 AG0090.The orthometric height was determined by differential leveling
 AG0090.and adjusted by the National Geodetic Survey in June 1991..
 AG0090
 AG0090.The geoid height was determined by GEOID03.
 AG0090
 AG0090.The dynamic height is computed by dividing the NAVD 88
 AG0090.geopotential number by the normal gravity value computed on the
 AG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0090.degrees latitude (g = 980.6199 gals.).
 AG0090
 AG0090.The modeled gravity was interpolated from observed gravity values.
 AG0090
 AG0090;                    North         East    Units  Estimated Accuracy
 AG0090;SPC FL W     -   392,740.      137,170.      MT  (+/- 180 meters Scaled)
 AG0090
 AG0090                          SUPERSEDED SURVEY CONTROL
 AG0090
 AG0090  NGVD 29 (??/??/92)    1.536  (m)            5.04   (f) ADJ UNCH    2 2
 AG0090
 AG0090.Superseded values are not recommended for survey control.
 AG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0090.See file dsdata.txt to determine how the superseded data were derived.
 AG0090
 AG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387846(NAD 83)
 AG0090_MARKER: DD = SURVEY DISK
 AG0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0090_SP_SET: HEADWALL
 AG0090_STAMPING: 185
 AG0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0090
 AG0090  HISTORY     - Date     Condition        Report By
 AG0090  HISTORY     - UNK      MONUMENTED       FLHD
 AG0090  HISTORY     - 1975     GOOD             FLHD
 AG0090  HISTORY     - 19991129 GOOD             USPSQD
 AG0090  HISTORY     - 20010331 GOOD             NGS
 AG0090
 AG0090                          STATION DESCRIPTION
 AG0090
 AG0090'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AG0090'AT ST PETERSBURG.
 AG0090'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0090'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0090'FOR 0.9 MI. STATION ON THE RIGHT, 56.0 FT. EAST OF THE CENTERLINE
 AG0090'OF 4TH STREET N., 88.5 FT. NORTH OF THE CENTERLINE OF ENTRANCE
 AG0090'ROAD LEADING EAST (SOCIETY PARK APARTMENT).  SET IN TOP OF
 AG0090'CONCRETE HEADWALL.  SECTION 18, T 30S, R 17E.
 AG0090
 AG0090                          STATION RECOVERY (1999)
 AG0090
 AG0090'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0090'RECOVERED IN GOOD CONDITION.
 AG0090
 AG0090                          STATION RECOVERY (2001)
 AG0090
 AG0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0091 ***********************************************************************
 AG0091  DESIGNATION -  186 FLHD
 AG0091  PID         -  AG0091
 AG0091  STATE/COUNTY-  FL/PINELLAS
 AG0091  USGS QUAD   -  ST PETERSBURG (1987)
 AG0091
 AG0091                         *CURRENT SURVEY CONTROL
 AG0091  ___________________________________________________________________
 AG0091* NAD 83(1986)-  27 52 19.     (N)    082 38 17.     (W)     SCALED    
 AG0091* NAVD 88     -         1.374  (meters)       4.51   (feet)  ADJUSTED  
 AG0091  ___________________________________________________________________
 AG0091  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG0091  DYNAMIC HT  -           1.372 (meters)       4.50  (feet)  COMP
 AG0091  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AG0091
 AG0091  VERT ORDER  -  SECOND    CLASS II
 AG0091
 AG0091.The horizontal coordinates were scaled from a topographic map and have
 AG0091.an estimated accuracy of +/- 6 seconds.
 AG0091
 AG0091.The orthometric height was determined by differential leveling
 AG0091.and adjusted by the National Geodetic Survey in June 1991..
 AG0091
 AG0091.The geoid height was determined by GEOID03.
 AG0091
 AG0091.The dynamic height is computed by dividing the NAVD 88
 AG0091.geopotential number by the normal gravity value computed on the
 AG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0091.degrees latitude (g = 980.6199 gals.).
 AG0091
 AG0091.The modeled gravity was interpolated from observed gravity values.
 AG0091
 AG0091;                    North         East    Units  Estimated Accuracy
 AG0091;SPC FL W     -   392,180.      137,170.      MT  (+/- 180 meters Scaled)
 AG0091
 AG0091                          SUPERSEDED SURVEY CONTROL
 AG0091
 AG0091  NGVD 29 (??/??/92)    1.635  (m)            5.36   (f) ADJ UNCH    2 2
 AG0091
 AG0091.Superseded values are not recommended for survey control.
 AG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0091.See file dsdata.txt to determine how the superseded data were derived.
 AG0091
 AG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387840(NAD 83)
 AG0091_MARKER: DD = SURVEY DISK
 AG0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0091_SP_SET: HEADWALL
 AG0091_STAMPING: 186
 AG0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0091
 AG0091  HISTORY     - Date     Condition        Report By
 AG0091  HISTORY     - UNK      MONUMENTED       FLHD
 AG0091  HISTORY     - 1975     GOOD             FLDT
 AG0091  HISTORY     - 19991129 GOOD             USPSQD
 AG0091  HISTORY     - 20010331 GOOD             NGS
 AG0091
 AG0091                          STATION DESCRIPTION
 AG0091
 AG0091'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0091'AT ST PETERSBURG.
 AG0091'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0091'AND 4TH STREET N. S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0091'FOR 0.6 MILE.  STATION ON RIGHT, 62.2 FT. EAST OF THE CENTERLINE
 AG0091'OF 4TH STREET N., 103.0 FT. SOUTH OF LIGHT POLE, NUMBER 1-77515.
 AG0091'SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION 18, T 30S, R 17E.
 AG0091
 AG0091                          STATION RECOVERY (1999)
 AG0091
 AG0091'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0091'RECOVERED IN GOOD CONDITION.
 AG0091
 AG0091                          STATION RECOVERY (2001)
 AG0091
 AG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0092 ***********************************************************************
 AG0092  DESIGNATION -  187 FLHD
 AG0092  PID         -  AG0092
 AG0092  STATE/COUNTY-  FL/PINELLAS
 AG0092  USGS QUAD   -  ST PETERSBURG (1987)
 AG0092
 AG0092                         *CURRENT SURVEY CONTROL
 AG0092  ___________________________________________________________________
 AG0092* NAD 83(1986)-  27 52 01.     (N)    082 37 29.     (W)     SCALED    
 AG0092* NAVD 88     -         1.301  (meters)       4.27   (feet)  ADJUSTED  
 AG0092  ___________________________________________________________________
 AG0092  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0092  DYNAMIC HT  -           1.299 (meters)       4.26  (feet)  COMP
 AG0092  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 AG0092
 AG0092  VERT ORDER  -  SECOND    CLASS II
 AG0092
 AG0092.The horizontal coordinates were scaled from a topographic map and have
 AG0092.an estimated accuracy of +/- 6 seconds.
 AG0092
 AG0092.The orthometric height was determined by differential leveling
 AG0092.and adjusted by the National Geodetic Survey in June 1991..
 AG0092
 AG0092.The geoid height was determined by GEOID03.
 AG0092
 AG0092.The dynamic height is computed by dividing the NAVD 88
 AG0092.geopotential number by the normal gravity value computed on the
 AG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0092.degrees latitude (g = 980.6199 gals.).
 AG0092
 AG0092.The modeled gravity was interpolated from observed gravity values.
 AG0092
 AG0092;                    North         East    Units  Estimated Accuracy
 AG0092;SPC FL W     -   391,620.      138,480.      MT  (+/- 180 meters Scaled)
 AG0092
 AG0092                          SUPERSEDED SURVEY CONTROL
 AG0092
 AG0092  NGVD 29 (??/??/92)    1.562  (m)            5.12   (f) ADJ UNCH    2 2
 AG0092
 AG0092.Superseded values are not recommended for survey control.
 AG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0092.See file dsdata.txt to determine how the superseded data were derived.
 AG0092
 AG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL400835(NAD 83)
 AG0092_MARKER: DD = SURVEY DISK
 AG0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0092_SP_SET: CULVERT
 AG0092_STAMPING: 187
 AG0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0092
 AG0092  HISTORY     - Date     Condition        Report By
 AG0092  HISTORY     - UNK      MONUMENTED       FLHD
 AG0092  HISTORY     - 1975     GOOD             FLDT
 AG0092  HISTORY     - 1989     POOR             USPSQD
 AG0092  HISTORY     - 19991116 POOR             USPSQD
 AG0092  HISTORY     - 20010331 POOR             NGS
 AG0092
 AG0092                          STATION DESCRIPTION
 AG0092
 AG0092'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0092'AT ST PETERSBURG.
 AG0092'TO REACH FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. 686),
 AG0092'4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 EAST),
 AG0092'RUN EASTERLY ON GANDY BLVD. FOR 0.95 MILE.  STATION ON LEFT,
 AG0092'63.0 FT. N/NW OF GANDY BLVD.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0092'SECTION 17, T 30 S, R 17 E.
 AG0092
 AG0092                          STATION RECOVERY (1989)
 AG0092
 AG0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJD)
 AG0092'MARK RECOVERED IN POOR CONDITION.
 AG0092
 AG0092                          STATION RECOVERY (1999)
 AG0092
 AG0092'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0092'MARK RECOVERED IN POOR CONDITION.
 AG0092
 AG0092                          STATION RECOVERY (2001)
 AG0092
 AG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8266 ***********************************************************************
 AD8266  DESIGNATION -  18.72
 AD8266  PID         -  AD8266
 AD8266  STATE/COUNTY-  FL/HENDRY
 AD8266  USGS QUAD   -  GOODNO (1973)
 AD8266
 AD8266                         *CURRENT SURVEY CONTROL
 AD8266  ___________________________________________________________________
 AD8266* NAD 83(1986)-  26 46 06.     (N)    081 22 26.     (W)     SCALED    
 AD8266* NAVD 88     -         5.345  (meters)      17.54   (feet)  ADJUSTED  
 AD8266  ___________________________________________________________________
 AD8266  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AD8266  DYNAMIC HT  -           5.337 (meters)      17.51  (feet)  COMP
 AD8266  MODELED GRAV-     979,099.0   (mgal)                       NAVD 88
 AD8266
 AD8266  VERT ORDER  -  FIRST     CLASS II
 AD8266
 AD8266.The horizontal coordinates were scaled from a topographic map and have
 AD8266.an estimated accuracy of +/- 6 seconds.
 AD8266
 AD8266.The orthometric height was determined by differential leveling
 AD8266.and adjusted by the National Geodetic Survey in September 1992..
 AD8266
 AD8266.The geoid height was determined by GEOID03.
 AD8266
 AD8266.The dynamic height is computed by dividing the NAVD 88
 AD8266.geopotential number by the normal gravity value computed on the
 AD8266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8266.degrees latitude (g = 980.6199 gals.).
 AD8266
 AD8266.The modeled gravity was interpolated from observed gravity values.
 AD8266
 AD8266;                    North         East    Units  Estimated Accuracy
 AD8266;SPC FL E     -   269,790.      162,820.      MT  (+/- 180 meters Scaled)
 AD8266
 AD8266                          SUPERSEDED SURVEY CONTROL
 AD8266
 AD8266  NGVD 29 (09/01/92)    5.735  (m)           18.82   (f) ADJUSTED    1 2
 AD8266
 AD8266.Superseded values are not recommended for survey control.
 AD8266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8266.See file dsdata.txt to determine how the superseded data were derived.
 AD8266
 AD8266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK628608(NAD 83)
 AD8266_MARKER: DD = SURVEY DISK
 AD8266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8266_SP_SET: HEADWALL
 AD8266_STAMPING: 18.72
 AD8266_MARK LOGO: FLDT  
 AD8266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8266+STABILITY: SURFACE MOTION
 AD8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8266+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 AD8266
 AD8266  HISTORY     - Date     Condition        Report By
 AD8266  HISTORY     - UNK      MONUMENTED       FLDT
 AD8266  HISTORY     - 19920401 GOOD             NGS
 AD8266  HISTORY     - 20050719 GOOD             INDIV
 AD8266
 AD8266                          STATION DESCRIPTION
 AD8266
 AD8266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8266'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD8266'COURTHOUSE IN LA BELLE, IN TOP OF AND 7.2 M (23.6 FT) EAST OF THE
 AD8266'WEST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 100.0 M
 AD8266'(328.1 FT) EAST OF THE CENTER OF CEDARWOOD PARKWAY, 8.2 M (26.9 FT)
 AD8266'SOUTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AD8266'OF THE HIGHWAY.
 AD8266
 AD8266                          STATION RECOVERY (2005)
 AD8266
 AD8266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CGC)
 AD8266'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0720 ***********************************************************************
 AD0720  DESIGNATION -  18.8
 AD0720  PID         -  AD0720
 AD0720  STATE/COUNTY-  FL/PALM BEACH
 AD0720  USGS QUAD   -  LAKE HARBOR (1970)
 AD0720
 AD0720                         *CURRENT SURVEY CONTROL
 AD0720  ___________________________________________________________________
 AD0720* NAD 83(1986)-  26 41 40.     (N)    080 48 26.     (W)     SCALED    
 AD0720* NAVD 88     -         5.33   (+/-2cm)      17.5    (feet)  VERTCON   
 AD0720  ___________________________________________________________________
 AD0720  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AD0720
 AD0720  VERT ORDER  -  ? (See Below)
 AD0720
 AD0720.The horizontal coordinates were scaled from a topographic map and have
 AD0720.an estimated accuracy of +/- 6 seconds.
 AD0720
 AD0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD0720.The vertical order pertains to the NGVD 29 superseded value.
 AD0720
 AD0720.The geoid height was determined by GEOID03.
 AD0720
 AD0720;                    North         East    Units  Estimated Accuracy
 AD0720;SPC FL E     -   261,570.      219,180.      MT  (+/- 180 meters Scaled)
 AD0720
 AD0720                          SUPERSEDED SURVEY CONTROL
 AD0720
 AD0720  NGVD 29 (??/??/92)    5.742  (m)           18.84   (f) ADJ UNCH    ?  
 AD0720
 AD0720.Superseded values are not recommended for survey control.
 AD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0720.See file dsdata.txt to determine how the superseded data were derived.
 AD0720
 AD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK191526(NAD 83)
 AD0720_MARKER: X = CHISELED CROSS
 AD0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0720_SP_SET: WALL
 AD0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0720
 AD0720  HISTORY     - Date     Condition        Report By
 AD0720  HISTORY     - UNK      MONUMENTED       FLHD
 AD0720  HISTORY     - 1942     GOOD             NGS
 AD0720  HISTORY     - 1964     GOOD             NGS
 AD0720
 AD0720                          STATION DESCRIPTION
 AD0720
 AD0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AD0720'AT LAKE HARBOR.
 AD0720'AT LAKE HARBOR, PALM BEACH COUNTY, AT THE ENTRANCE OF MIAMI
 AD0720'CANAL INTO LAKE OKEECHOBEE, ON THE TOP OF THE WEST CONCRETE
 AD0720'WALL OF THE LOCK, 2.7 FEET EAST OF THE WEST EDGE, 2.7 FEET
 AD0720'NORTH OF THE SOUTH EDGE, AND 3.3 FEET WEST OF THE EAST EDGE.
 AD0720'A CHISELED CROSS.
 AD0720
 AD0720                          STATION RECOVERY (1964)
 AD0720
 AD0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AD0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5696 ***********************************************************************
 AD5696  DESIGNATION -  188 BCED
 AD5696  PID         -  AD5696
 AD5696  STATE/COUNTY-  FL/BROWARD
 AD5696  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5696
 AD5696                         *CURRENT SURVEY CONTROL
 AD5696  ___________________________________________________________________
 AD5696* NAD 83(1999)-  26 05 25.60451(N)    080 09 40.37710(W)     ADJUSTED  
 AD5696* NAVD 88     -         1.156  (meters)       3.79   (feet)  ADJUSTED  
 AD5696  ___________________________________________________________________
 AD5696  X           -     979,447.111 (meters)                     COMP
 AD5696  Y           -  -5,647,598.622 (meters)                     COMP
 AD5696  Z           -   2,788,053.962 (meters)                     COMP
 AD5696  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AD5696  ELLIP HEIGHT-         -24.45  (meters)          (12/12/02) GPS OBS
 AD5696  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AD5696  DYNAMIC HT  -           1.154 (meters)       3.79  (feet)  COMP
 AD5696  MODELED GRAV-     979,056.4   (mgal)                       NAVD 88
 AD5696
 AD5696  HORZ ORDER  -  FIRST
 AD5696  VERT ORDER  -  FIRST     CLASS II
 AD5696  ELLP ORDER  -  FOURTH    CLASS I
 AD5696
 AD5696.The horizontal coordinates were established by GPS observations
 AD5696.and adjusted by the National Geodetic Survey in December 2002..
 AD5696
 AD5696.The orthometric height was determined by differential leveling
 AD5696.and adjusted by the National Geodetic Survey in June 1991..
 AD5696
 AD5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5696
 AD5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD5696
 AD5696.The ellipsoidal height was determined by GPS observations
 AD5696.and is referenced to NAD 83.
 AD5696
 AD5696.The geoid height was determined by GEOID03.
 AD5696
 AD5696.The dynamic height is computed by dividing the NAVD 88
 AD5696.geopotential number by the normal gravity value computed on the
 AD5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5696.degrees latitude (g = 980.6199 gals.).
 AD5696
 AD5696.The modeled gravity was interpolated from observed gravity values.
 AD5696
 AD5696;                    North         East     Units Scale Factor Converg.
 AD5696;SPC FL E     -   194,904.749   283,909.656   MT  1.00002808   +0 22 08.1
 AD5696;SPC FL E     -   639,450.00    931,460.26   sFT  1.00002808   +0 22 08.1
 AD5696;UTM  17      - 2,885,970.230   583,881.026   MT  0.99968687   +0 22 08.1
 AD5696
 AD5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5696!SPC FL E     -   1.00000384  x   1.00002808  =   1.00003192
 AD5696!UTM  17      -   1.00000384  x   0.99968687  =   0.99969071
 AD5696
 AD5696                          SUPERSEDED SURVEY CONTROL
 AD5696
 AD5696  NAVD 88 (12/12/02)    1.16   (m)            3.8    (f) LEVELING    3  
 AD5696  NGVD 29 (09/01/92)    1.645  (m)            5.40   (f) ADJUSTED    1 2
 AD5696
 AD5696.Superseded values are not recommended for survey control.
 AD5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5696.See file dsdata.txt to determine how the superseded data were derived.
 AD5696
 AD5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8388185970(NAD 83)
 AD5696_MARKER: DB = BENCH MARK DISK
 AD5696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5696_SP_SET: HEADWALL
 AD5696_STAMPING: BM 188
 AD5696_MARK LOGO: BCE   
 AD5696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5696+STABILITY: SURFACE MOTION
 AD5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5696+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 AD5696
 AD5696  HISTORY     - Date     Condition        Report By
 AD5696  HISTORY     - 1978     MONUMENTED       FL-011
 AD5696  HISTORY     - 19950715 GOOD             USPSQD
 AD5696  HISTORY     - 19960123 GOOD             USPSQD
 AD5696  HISTORY     - 20011018 GOOD             LDBLS
 AD5696  HISTORY     - 20020512 GOOD             MAPTEC
 AD5696
 AD5696                          STATION DESCRIPTION
 AD5696
 AD5696'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5696'FORT LAUDERDALE.
 AD5696'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 84,
 AD5696'AND SW 15TH AVENUE. MARK BEARS 35 FEET SOUTH OF THE SOUTH EDGE
 AD5696'OF THE WEST BOUND LANE OF STATE ROAD 84, 125 FEET WEST OF THE CENTER
 AD5696'LINE OF SW 15TH AVENUE, 43 FEET EAST OF A CABBAGE PALM, SET FLUSH
 AD5696'IN THE TOP OF THE NORTHEAST END OF A CONCRETE HEADWALL IN THE
 AD5696'MEDIAN OF STATE ROAD 84. MARK IS A STANDARD BROWARD COUNTY BRASS
 AD5696'DISK.
 AD5696
 AD5696                          STATION RECOVERY (1995)
 AD5696
 AD5696'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (1996)
 AD5696
 AD5696'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (2001)
 AD5696
 AD5696'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD5696'THE MARK IS ABOUT 2.7 KM (1.69 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5696'21,
 AD5696'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA. OWNERSHIP -
 AD5696'FLORIDA
 AD5696'DEPARTMENT OF TRANSPORTATION
 AD5696' 
 AD5696'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5696'U.S.
 AD5696'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD5696'75 8.1
 AD5696'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD5696'RIGHT ONTO
 AD5696'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD5696'16.3 KM
 AD5696'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD5696'84 4.8 KM
 AD5696'(2.97 MI) TO THE JUNCTION WITH SW 15TH AVENUE AND THE STATION IN THE
 AD5696'MEDIAN ON
 AD5696'THE LEFT. ALSO TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD
 AD5696'84 AND
 AD5696'EISENHOWER BOULEVARD IN PORT EVERGLADES, GO WEST ON STATE ROAD 84 1.0
 AD5696'KM (0.62
 AD5696'MI) TO THE ENTRANCE-EXIT OF PORT EVERGLADES, CONTINUE WEST ON STATE
 AD5696'ROAD 84
 AD5696'2.7 KM (1.69 MI) TO THE JUNCTION WITH SW 15TH AVENUE AND THE STATION
 AD5696'IN THE
 AD5696'MEDIAN ON THE LEFT.
 AD5696' 
 AD5696'THE MARK IS 38.1 M (125.0 FT) WEST OF THE CENTERLINE OF SW 15TH
 AD5696'AVENUE, 21.8 M
 AD5696'(71.4 FT) WEST OF THE FACE OF CURB AT THE EAST END OF MEDIAN, 13.1 M
 AD5696'(43.0 FT)
 AD5696'NORTH OF THE NORTH EDGE OF THE EASTBOUND LANES OF STATE ROAD 84, AND
 AD5696'11.0 M
 AD5696'(36.0 FT) SOUTH OF THE SOUTH EDGE OF THE WESTBOUND LANES OF STATE ROAD
 AD5696'84. THE
 AD5696'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE HEADWALL IN THE
 AD5696'MEDIAN OF
 AD5696'STATE ROAD 84, FLUSH WITH THE LEVEL OF THE GROUND ABOUT 0.61 M (2.0
 AD5696'FT) BELOW
 AD5696'THE LEVEL OF THE HIGHWAY.
 AD5696' 
 AD5696'
 AD5696
 AD5696                          STATION RECOVERY (2002)
 AD5696
 AD5696'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5696'THE MARK IS ABOUT 2.7 KM (1.69 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5696'21,
 AD5696'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA. OWNERSHIP -
 AD5696'FLORIDA
 AD5696'DEPARTMENT OF TRANSPORTATION
 AD5696' 
 AD5696'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5696'U.S.
 AD5696'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD5696'75 8.1
 AD5696'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD5696'RIGHT ONTO
 AD5696'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD5696'16.3 KM
 AD5696'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD5696'84 4.8 KM
 AD5696'(2.97 MI) TO THE JUNCTION WITH SW 15TH AVENUE AND THE STATION IN THE
 AD5696'MEDIAN ON
 AD5696'THE LEFT. ALSO TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD
 AD5696'84 AND
 AD5696'EISENHOWER BOULEVARD IN PORT EVERGLADES, GO WEST ON STATE ROAD 84 1.0
 AD5696'KM (0.62
 AD5696'MI) TO THE ENTRANCE-EXIT OF PORT EVERGLADES, CONTINUE WEST ON STATE
 AD5696'ROAD 84
 AD5696'2.7 KM (1.69 MI) TO THE JUNCTION WITH SW 15TH AVENUE AND THE STATION
 AD5696'IN THE
 AD5696'MEDIAN ON THE LEFT.
 AD5696' 
 AD5696'THE MARK IS 38.1 M (125.0 FT) WEST OF THE CENTERLINE OF SW 15TH
 AD5696'AVENUE, 21.8 M
 AD5696'(71.4 FT) WEST OF THE FACE OF CURB AT THE EAST END OF MEDIAN, 13.1 M
 AD5696'(43.0 FT)
 AD5696'NORTH OF THE NORTH EDGE OF THE EASTBOUND LANES OF STATE ROAD 84, AND
 AD5696'11.0 M
 AD5696'(36.0 FT) SOUTH OF THE SOUTH EDGE OF THE WESTBOUND LANES OF STATE ROAD
 AD5696'84. THE
 AD5696'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE HEADWALL IN THE
 AD5696'MEDIAN OF
 AD5696'STATE ROAD 84, FLUSH WITH THE LEVEL OF THE GROUND ABOUT 0.61 M (2.0
 AD5696'FT) BELOW
 AD5696'THE LEVEL OF THE HIGHWAY.
 AD5696' 
 AD5696'STATION RECOVERY (2002)
 AD5696'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AD5696'RECOVERED AS DESCRIBED.
 AD5696' 
 AD5696'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0093 ***********************************************************************
 AG0093  DESIGNATION -  188 FLHD
 AG0093  PID         -  AG0093
 AG0093  STATE/COUNTY-  FL/PINELLAS
 AG0093  USGS QUAD   -  GANDY BRIDGE (1987)
 AG0093
 AG0093                         *CURRENT SURVEY CONTROL
 AG0093  ___________________________________________________________________
 AG0093* NAD 83(1986)-  27 52 43.     (N)    082 35 11.     (W)     SCALED    
 AG0093* NAVD 88     -         3.578  (meters)      11.74   (feet)  ADJUSTED  
 AG0093  ___________________________________________________________________
 AG0093  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AG0093  DYNAMIC HT  -           3.572 (meters)      11.72  (feet)  COMP
 AG0093  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 AG0093
 AG0093  VERT ORDER  -  SECOND    CLASS II
 AG0093
 AG0093.The horizontal coordinates were scaled from a topographic map and have
 AG0093.an estimated accuracy of +/- 6 seconds.
 AG0093
 AG0093.The orthometric height was determined by differential leveling
 AG0093.and adjusted by the National Geodetic Survey in June 1991..
 AG0093
 AG0093.The geoid height was determined by GEOID03.
 AG0093
 AG0093.The dynamic height is computed by dividing the NAVD 88
 AG0093.geopotential number by the normal gravity value computed on the
 AG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0093.degrees latitude (g = 980.6199 gals.).
 AG0093
 AG0093.The modeled gravity was interpolated from observed gravity values.
 AG0093
 AG0093;                    North         East    Units  Estimated Accuracy
 AG0093;SPC FL W     -   392,900.      142,260.      MT  (+/- 180 meters Scaled)
 AG0093
 AG0093                          SUPERSEDED SURVEY CONTROL
 AG0093
 AG0093  NGVD 29 (??/??/92)    3.844  (m)           12.61   (f) ADJ UNCH    2 2
 AG0093
 AG0093.Superseded values are not recommended for survey control.
 AG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0093.See file dsdata.txt to determine how the superseded data were derived.
 AG0093
 AG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL438847(NAD 83)
 AG0093_MARKER: DD = SURVEY DISK
 AG0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0093_SP_SET: BRIDGE
 AG0093_STAMPING: 188
 AG0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0093+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG0093
 AG0093  HISTORY     - Date     Condition        Report By
 AG0093  HISTORY     - UNK      MONUMENTED       FLHD
 AG0093  HISTORY     - 1975     GOOD             FLDT
 AG0093  HISTORY     - 19991116 GOOD             USPSQD
 AG0093  HISTORY     - 20010331 GOOD             NGS
 AG0093  HISTORY     - 20040406 GOOD             USPSQD
 AG0093
 AG0093                          STATION DESCRIPTION
 AG0093
 AG0093'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0093'AT ST PETERSBURG.
 AG0093'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0093'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0093'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.55 MILE.  STATION ON
 AG0093'LEFT, IN THE SW CORNER OF THE EAST BOUND LANE BRIDGE.  SET IN
 AG0093'TOP OF THE CONCRETE HANDRAIL.  SECTION 15, T 30 S, R 17 E.
 AG0093
 AG0093                          STATION RECOVERY (1999)
 AG0093
 AG0093'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0093'RECOVERED IN GOOD CONDITION.
 AG0093
 AG0093                          STATION RECOVERY (2001)
 AG0093
 AG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0093
 AG0093                          STATION RECOVERY (2004)
 AG0093
 AG0093'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5697 ***********************************************************************
 AD5697  DESIGNATION -  189 BCED
 AD5697  PID         -  AD5697
 AD5697  STATE/COUNTY-  FL/BROWARD
 AD5697  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5697
 AD5697                         *CURRENT SURVEY CONTROL
 AD5697  ___________________________________________________________________
 AD5697* NAD 83(1999)-  26 05 33.65834(N)    080 09 10.81301(W)     ADJUSTED  
 AD5697* NAVD 88     -         1.653  (meters)       5.42   (feet)  ADJUSTED  
 AD5697  ___________________________________________________________________
 AD5697  X           -     980,238.005 (meters)                     COMP
 AD5697  Y           -  -5,647,351.193 (meters)                     COMP
 AD5697  Z           -   2,788,276.765 (meters)                     COMP
 AD5697  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AD5697  ELLIP HEIGHT-         -23.98  (meters)          (12/12/02) GPS OBS
 AD5697  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AD5697  DYNAMIC HT  -           1.650 (meters)       5.41  (feet)  COMP
 AD5697  MODELED GRAV-     979,056.4   (mgal)                       NAVD 88
 AD5697
 AD5697  HORZ ORDER  -  FIRST
 AD5697  VERT ORDER  -  FIRST     CLASS II
 AD5697  ELLP ORDER  -  FOURTH    CLASS I
 AD5697
 AD5697.The horizontal coordinates were established by GPS observations
 AD5697.and adjusted by the National Geodetic Survey in December 2002..
 AD5697
 AD5697.The orthometric height was determined by differential leveling
 AD5697.and adjusted by the National Geodetic Survey in June 1991..
 AD5697
 AD5697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5697
 AD5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD5697
 AD5697.The ellipsoidal height was determined by GPS observations
 AD5697.and is referenced to NAD 83.
 AD5697
 AD5697.The geoid height was determined by GEOID03.
 AD5697
 AD5697.The dynamic height is computed by dividing the NAVD 88
 AD5697.geopotential number by the normal gravity value computed on the
 AD5697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5697.degrees latitude (g = 980.6199 gals.).
 AD5697
 AD5697.The modeled gravity was interpolated from observed gravity values.
 AD5697
 AD5697;                    North         East     Units Scale Factor Converg.
 AD5697;SPC FL E     -   195,157.922   284,729.612   MT  1.00002979   +0 22 21.2
 AD5697;SPC FL E     -   640,280.62    934,150.40   sFT  1.00002979   +0 22 21.2
 AD5697;UTM  17      - 2,886,223.316   584,700.702   MT  0.99968858   +0 22 21.2
 AD5697
 AD5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5697!SPC FL E     -   1.00000377  x   1.00002979  =   1.00003356
 AD5697!UTM  17      -   1.00000377  x   0.99968858  =   0.99969235
 AD5697
 AD5697:                Primary Azimuth Mark                     Grid Az
 AD5697:SPC FL E     -  190 BCED                                 092 48 56.5
 AD5697:UTM  17      -  190 BCED                                 092 48 56.5
 AD5697
 AD5697|---------------------------------------------------------------------|
 AD5697| PID    Reference Object                     Distance      Geod. Az  |
 AD5697|                                                           dddmmss.s |
 AD5697| AD5698 190 BCED                            APPROX. 0.6 KM 0931117.7 |
 AD5697|---------------------------------------------------------------------|
 AD5697
 AD5697                          SUPERSEDED SURVEY CONTROL
 AD5697
 AD5697  NAVD 88 (12/12/02)    1.65   (m)            5.4    (f) LEVELING    3  
 AD5697  NGVD 29 (09/01/92)    2.142  (m)            7.03   (f) ADJUSTED    1 2
 AD5697
 AD5697.Superseded values are not recommended for survey control.
 AD5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5697.See file dsdata.txt to determine how the superseded data were derived.
 AD5697
 AD5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8470186223(NAD 83)
 AD5697_MARKER: DB = BENCH MARK DISK
 AD5697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5697_SP_SET: CURB
 AD5697_STAMPING: BM 189
 AD5697_MARK LOGO: BCE   
 AD5697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5697+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 AD5697
 AD5697  HISTORY     - Date     Condition        Report By
 AD5697  HISTORY     - 1978     MONUMENTED       FL-011
 AD5697  HISTORY     - 19950715 GOOD             USPSQD
 AD5697  HISTORY     - 19960123 GOOD             USPSQD
 AD5697  HISTORY     - 20011018 GOOD             LDBLS
 AD5697  HISTORY     - 20020512 GOOD             MAPTEC
 AD5697
 AD5697                          STATION DESCRIPTION
 AD5697
 AD5697'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5697'FORT LAUDERDALE.
 AD5697'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 84
 AD5697'AND SW 9TH AVENUE IN THE NORTHWEST CORNER. MARK BEARS 77 FEET
 AD5697'NORTH OF THE CENTER LINE OF STATE ROAD 84, 55 FEET WEST OF THE
 AD5697'CENTER LINE OF SW 9TH AVENUE, 8 FEET SOUTH OF A SIGNAL POLE, SET
 AD5697'FLUSH IN A CONCRETE CURB. MARK IS A STANDARD BROWARD COUNTY BRASS
 AD5697'DISK.
 AD5697
 AD5697                          STATION RECOVERY (1995)
 AD5697
 AD5697'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5697'RECOVERED IN GOOD CONDITION.
 AD5697
 AD5697                          STATION RECOVERY (1996)
 AD5697
 AD5697'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5697'RECOVERED IN GOOD CONDITION.
 AD5697
 AD5697                          STATION RECOVERY (2001)
 AD5697
 AD5697'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD5697'THE MARK IS ABOUT 1.9 KM (1.16 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5697'15,
 AD5697'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA. OWNERSHIP -
 AD5697'FLORIDA
 AD5697'DEPARTMENT OF TRANSPORTATION
 AD5697' 
 AD5697'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5697'U.S.
 AD5697'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD5697'75 8.1
 AD5697'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD5697'RIGHT ONTO
 AD5697'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD5697'16.3 KM
 AD5697'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD5697'84 5.6 KM
 AD5697'(3.50 MI) TO THE JUNCTION WITH SW 9TH AVENUE AND THE STATION ON THE
 AD5697'LEFT. ALSO
 AD5697'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 84 AND
 AD5697'EISENHOWER
 AD5697'BOULEVARD IN PORT EVERGLADES, GO WEST ON STATE ROAD 84 1.0 KM (0.62
 AD5697'MI) TO THE
 AD5697'ENTRANCE-EXIT OF PORT EVERGLADES, CONTINUE WEST ON STATE ROAD 84 1.9
 AD5697'KM (1.16
 AD5697'MI) TO THE JUNCTION WITH SW 9TH AVENUE AND THE STATION IN THE MEDIAN
 AD5697'ON THE
 AD5697'RIGHT.
 AD5697' 
 AD5697'THE MARK IS 24.99 M (82.0 FT) NORTH OF THE CENTERLINE OF STATE ROAD
 AD5697'84, 14.17
 AD5697'M (46.5 FT) WEST OF THE CENTERLINE OF SW 9TH AVENUE AND 2.19 M (7.2
 AD5697'FT)
 AD5697'SOUTHWEST OF THE SOUTHWEST CORNER OF A SQUARE CONCRETE TRAFFIC SIGNAL
 AD5697'POLE.
 AD5697'THE MARK IS DISK SET FLUSH IN THE TOP OF A CONCRETE CURB AT THE
 AD5697'NORTHWEST
 AD5697'CORNER OF THE INTERSECTION OF STATE ROAD 84 AND SW 9TH AVENUE.
 AD5697' 
 AD5697'
 AD5697
 AD5697                          STATION RECOVERY (2002)
 AD5697
 AD5697'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5697'THE MARK IS ABOUT 1.9 KM (1.16 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5697'15,
 AD5697'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA. OWNERSHIP -
 AD5697'FLORIDA
 AD5697'DEPARTMENT OF TRANSPORTATION
 AD5697' 
 AD5697'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5697'U.S.
 AD5697'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD5697'75 8.1
 AD5697'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD5697'RIGHT ONTO
 AD5697'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD5697'16.3 KM
 AD5697'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD5697'84 5.6 KM
 AD5697'(3.50 MI) TO THE JUNCTION WITH SW 9TH AVENUE AND THE STATION ON THE
 AD5697'LEFT. ALSO
 AD5697'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 84 AND
 AD5697'EISENHOWER
 AD5697'BOULEVARD IN PORT EVERGLADES, GO WEST ON STATE ROAD 84 1.0 KM (0.62
 AD5697'MI) TO THE
 AD5697'ENTRANCE-EXIT OF PORT EVERGLADES, CONTINUE WEST ON STATE ROAD 84 1.9
 AD5697'KM (1.16
 AD5697'MI) TO THE JUNCTION WITH SW 9TH AVENUE AND THE STATION IN THE MEDIAN
 AD5697'ON THE
 AD5697'RIGHT.
 AD5697' 
 AD5697'THE MARK IS 24.99 M (82.0 FT) NORTH OF THE CENTERLINE OF STATE ROAD
 AD5697'84, 14.17
 AD5697'M (46.5 FT) WEST OF THE CENTERLINE OF SW 9TH AVENUE AND 2.19 M (7.2
 AD5697'FT)
 AD5697'SOUTHWEST OF THE SOUTHWEST CORNER OF A SQUARE CONCRETE TRAFFIC SIGNAL
 AD5697'POLE.
 AD5697'THE MARK IS DISK SET FLUSH IN THE TOP OF A CONCRETE CURB AT THE
 AD5697'NORTHWEST
 AD5697'CORNER OF THE INTERSECTION OF STATE ROAD 84 AND SW 9TH AVENUE.
 AD5697' 
 AD5697'STATION RECOVERY (2002)
 AD5697'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AD5697'RECOVERED AS DESCRIBED.
 AD5697' 
 AD5697'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0094 ***********************************************************************
 AG0094  DESIGNATION -  189 FLHD
 AG0094  PID         -  AG0094
 AG0094  STATE/COUNTY-  FL/PINELLAS
 AG0094  USGS QUAD   -  PORT TAMPA (1983)
 AG0094
 AG0094                         *CURRENT SURVEY CONTROL
 AG0094  ___________________________________________________________________
 AG0094* NAD 83(1986)-  27 48 31.     (N)    082 36 53.     (W)     SCALED    
 AG0094* NAVD 88     -         3.521  (meters)      11.55   (feet)  ADJUSTED  
 AG0094  ___________________________________________________________________
 AG0094  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0094  DYNAMIC HT  -           3.515 (meters)      11.53  (feet)  COMP
 AG0094  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AG0094
 AG0094  VERT ORDER  -  SECOND    CLASS II
 AG0094
 AG0094.The horizontal coordinates were scaled from a topographic map and have
 AG0094.an estimated accuracy of +/- 6 seconds.
 AG0094
 AG0094.The orthometric height was determined by differential leveling
 AG0094.and adjusted by the National Geodetic Survey in June 1991..
 AG0094
 AG0094.The geoid height was determined by GEOID03.
 AG0094
 AG0094.The dynamic height is computed by dividing the NAVD 88
 AG0094.geopotential number by the normal gravity value computed on the
 AG0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0094.degrees latitude (g = 980.6199 gals.).
 AG0094
 AG0094.The modeled gravity was interpolated from observed gravity values.
 AG0094
 AG0094;                    North         East    Units  Estimated Accuracy
 AG0094;SPC FL W     -   385,150.      139,430.      MT  (+/- 180 meters Scaled)
 AG0094
 AG0094                          SUPERSEDED SURVEY CONTROL
 AG0094
 AG0094  NGVD 29 (??/??/92)    3.784  (m)           12.41   (f) ADJ UNCH    2 2
 AG0094
 AG0094.Superseded values are not recommended for survey control.
 AG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0094.See file dsdata.txt to determine how the superseded data were derived.
 AG0094
 AG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL409770(NAD 83)
 AG0094_MARKER: DD = SURVEY DISK
 AG0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0094_SP_SET: HANDRAIL
 AG0094_STAMPING: 189
 AG0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0094
 AG0094  HISTORY     - Date     Condition        Report By
 AG0094  HISTORY     - UNK      MONUMENTED       FLHD
 AG0094  HISTORY     - 1975     GOOD             FLDT
 AG0094  HISTORY     - 20010501 MARK NOT FOUND   USPSQD
 AG0094  HISTORY     - 20051017 MARK NOT FOUND   USPSQD
 AG0094
 AG0094                          STATION DESCRIPTION
 AG0094
 AG0094'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0094'AT ST PETERSBURG.
 AG0094'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0094'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N.
 AG0094'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON
 AG0094'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION
 AG0094'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ON 40TH
 AG0094'AVE. N. FOR 1.2 MILE TO BRIDGE.  STATION ON LEFT, IN THE NE
 AG0094'CORNER.  SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 5, T 31S,
 AG0094'R 17E
 AG0094
 AG0094                          STATION RECOVERY (2001)
 AG0094
 AG0094'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0094'MARK NOT FOUND.
 AG0094
 AG0094                          STATION RECOVERY (2005)
 AG0094
 AG0094'RECOVERY NOTE BY US POWER SQUADRON 2005 (KNB)
 AG0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3550 ***********************************************************************
 BE3550  DESIGNATION -  19
 BE3550  PID         -  BE3550
 BE3550  STATE/COUNTY-  FL/BAY
 BE3550  USGS QUAD   -  ALLANTON (1992)
 BE3550
 BE3550                         *CURRENT SURVEY CONTROL
 BE3550  ___________________________________________________________________
 BE3550* NAD 83(1990)-  30 01 40.98526(N)    085 29 18.63146(W)     ADJUSTED  
 BE3550* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BE3550  ___________________________________________________________________
 BE3550  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BE3550  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3550
 BE3550  HORZ ORDER  -  SECOND
 BE3550
 BE3550.The horizontal coordinates were established by classical geodetic methods
 BE3550.and adjusted by the National Geodetic Survey in May 1991..
 BE3550
 BE3550.The orthometric height was scaled from a topographic map.
 BE3550
 BE3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3550
 BE3550.The geoid height was determined by GEOID03.
 BE3550
 BE3550;                    North         East     Units Scale Factor Converg.
 BE3550;SPC FL N     -   114,369.961   504,655.136   MT  0.99995137   -0 29 48.3
 BE3550;SPC FL N     -   375,228.78  1,655,689.39   sFT  0.99995137   -0 29 48.3
 BE3550;UTM  16      - 3,322,855.866   645,747.318   MT  0.99986208   +0 45 23.5
 BE3550
 BE3550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3550!SPC FL N     -   1.00000436  x   0.99995137  =   0.99995573
 BE3550!UTM  16      -   1.00000436  x   0.99986208  =   0.99986644
 BE3550
 BE3550|---------------------------------------------------------------------|
 BE3550| PID    Reference Object                     Distance      Geod. Az  |
 BE3550|                                                           dddmmss.s |
 BE3550| CW2616 19 RM 2                              50.031 METERS 16318     |
 BE3550| CW2615 19 RM 1                              18.380 METERS 16318     |
 BE3550| BE3585 23                                  APPROX. 3.4 KM 3195824.4 |
 BE3550|---------------------------------------------------------------------|
 BE3550
 BE3550                          SUPERSEDED SURVEY CONTROL
 BE3550
 BE3550  NAD 83(1986)-  30 01 40.99618(N)    085 29 18.64522(W) AD(       ) 2
 BE3550  NAD 27      -  30 01 40.26300(N)    085 29 18.92400(W) AD(       ) 2
 BE3550
 BE3550.Superseded values are not recommended for survey control.
 BE3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3550.See file dsdata.txt to determine how the superseded data were derived.
 BE3550
 BE3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4574722856(NAD 83)
 BE3550_MARKER: Z = SEE DESCRIPTION
 BE3550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3550
 BE3550  HISTORY     - Date     Condition        Report By
 BE3550  HISTORY     - 1934     MONUMENTED       USE
 BE3550  HISTORY     - 1946     GOOD             CGS
 BE3550  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3550
 BE3550                          STATION DESCRIPTION
 BE3550
 BE3550'DESCRIBED BY US ENGINEERS 1934 (WDP)
 BE3550'STATION IS LOCATED ON A POINT OF LAND ON THE S SHORE OF EAST BAY
 BE3550'IN THE VICINITY OF BELLISLE.  ON THE N SIDE OF A SMALL HOUSE,
 BE3550'BETWEEN THE HOUSE AND HIGH-WATER MARK.  THIS PROPERTY IS OWNED
 BE3550'BY THE AVONDALE MILLS AND IS KNOWN AS THE AVONDALE MILLS FISH
 BE3550'CAMP.  STATION IS MARKED BY A 4-INCH SQUARE CONCRETE POST WITH
 BE3550'A BRASS PIN IN THE CENTER OF THE TOP, WHICH IS FLUSH WITH THE
 BE3550'GROUND.
 BE3550'
 BE3550'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3550'CONCRETE, IN THE TOP OF A TILE.  THE
 BE3550'STATION HAS TWO REFERENCE MARKS SET IN LINE, STAMPED
 BE3550'U.S.E.D. 19, 1934 NO.1 AND U.S.E.D. 19, 1934 NO.2.
 BE3550'
 BE3550'HEIGHT OF LIGHT ABOVE STATION MARK 19.5 METERS.
 BE3550
 BE3550                          STATION RECOVERY (1946)
 BE3550
 BE3550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3550'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 BE3550'EXCEPT THAT REFERENCE MARKS COULD NOT BE FOUND.  THE VICINITY
 BE3550'HAS BEEN USED FOR A PARKING AREA AND IT IS BELIEVED THAT THE
 BE3550'REFERENCE MARKS WERE DESTROYED.
 BE3550
 BE3550                          STATION RECOVERY (1995)
 BE3550
 BE3550'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7487 ***********************************************************************
 AK7487  DESIGNATION -  19 18 AZIMUTH NO 2
 AK7487  PID         -  AK7487
 AK7487  STATE/COUNTY-  FL/BREVARD
 AK7487  USGS QUAD   -  COURTENAY (1976)
 AK7487
 AK7487                         *CURRENT SURVEY CONTROL
 AK7487  ___________________________________________________________________
 AK7487* NAD 83(1999)-  28 25 29.89421(N)    080 39 41.01260(W)     ADJUSTED  
 AK7487* NAVD 88     -         0.7    (meters)       2.     (feet)  GPS OBS   
 AK7487  ___________________________________________________________________
 AK7487  X           -     910,884.518 (meters)                     COMP
 AK7487  Y           -  -5,539,034.226 (meters)                     COMP
 AK7487  Z           -   3,017,993.542 (meters)                     COMP
 AK7487  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AK7487  ELLIP HEIGHT-         -27.46  (meters)          (06/11/02) GPS OBS
 AK7487  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK7487
 AK7487  HORZ ORDER  -  FIRST
 AK7487  ELLP ORDER  -  FOURTH    CLASS I
 AK7487
 AK7487.The horizontal coordinates were established by GPS observations
 AK7487.and adjusted by the National Geodetic Survey in June 2002..
 AK7487
 AK7487.The orthometric height was determined by GPS observations and a
 AK7487.high-resolution geoid model.
 AK7487
 AK7487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7487
 AK7487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7487
 AK7487.The ellipsoidal height was determined by GPS observations
 AK7487.and is referenced to NAD 83.
 AK7487
 AK7487.The geoid height was determined by GEOID03.
 AK7487
 AK7487;                    North         East     Units Scale Factor Converg.
 AK7487;SPC FL E     -   453,349.346   233,172.653   MT  0.99995475   +0 09 40.3
 AK7487;SPC FL E     - 1,487,363.65    765,000.61   sFT  0.99995475   +0 09 40.3
 AK7487;UTM  17      - 3,144,326.647   533,161.335   MT  0.99961357   +0 09 40.3
 AK7487
 AK7487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7487!SPC FL E     -   1.00000431  x   0.99995475  =   0.99995906
 AK7487!UTM  17      -   1.00000431  x   0.99961357  =   0.99961788
 AK7487
 AK7487                          SUPERSEDED SURVEY CONTROL
 AK7487
 AK7487  NAD 83(1990)-  28 25 29.89348(N)    080 39 41.01244(W) AD(       ) 1
 AK7487  NAD 83(1990)-  28 25 29.89348(N)    080 39 41.01244(W) AD(       ) 1
 AK7487  ELLIP H (09/12/94)  -27.45   (m)                       GP(       ) 4 1
 AK7487
 AK7487.Superseded values are not recommended for survey control.
 AK7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7487.See file dsdata.txt to determine how the superseded data were derived.
 AK7487
 AK7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3316144327(NAD 83)
 AK7487_MARKER: DH = HORIZONTAL CONTROL DISK
 AK7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK7487_STAMPING: 19.18 AZIMUTH NO 2 1968
 AK7487_MARK LOGO: USAF  
 AK7487_PROJECTION: PROJECTING 3 CENTIMETERS
 AK7487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7487+STABILITY: SURFACE MOTION
 AK7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7487+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AK7487
 AK7487  HISTORY     - Date     Condition        Report By
 AK7487  HISTORY     - 1968     MONUMENTED       RBNF
 AK7487  HISTORY     - 19930812 GOOD             GEOBAS
 AK7487  HISTORY     - 20030806 GOOD             USPSQD
 AK7487  HISTORY     - 20040325 GOOD             FL-009
 AK7487  HISTORY     - 20051102 GOOD             USPSQD
 AK7487
 AK7487                          STATION DESCRIPTION
 AK7487
 AK7487'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7487'THE STATION IS LOCATED 6 MI (9.66 KM) NORTHEAST OF COCOA AND 15 MI
 AK7487'(24.14 KM) SOUTHEAST OF TITUSVILLE, EAST OF A NASA TRACKING STATION.
 AK7487'TO REACH THE STATION FROM THE INTERSECTION STATE ROAD 528 AND
 AK7487'INTERSTATE 95 GO EAST ON STATE ROAD 528, 7.0 MI (11.27 KM) TO COUNTY
 AK7487'ROAD 3, TURN LEFT AND GO NORTH ON COUNTY ROAD 3, 2.0 MI (3.22 KM) TO
 AK7487'HALL ROAD, TURN RIGHT AND GO EAST ON HALL ROAD, 3.0 MI (4.83 KM) TO A
 AK7487'T-INTERSECTION WITH AUDUBON ROAD, TURN RIGHT AND GO SOUTH ON AUDUBON
 AK7487'ROAD, 0.6 MI (0.97 KM) TO A GATE AND THE STATION ON THE LEFT.
 AK7487'THE STATION IS A 1381ST GEODETIC SURVEY SQUADRON DISK STAMPED ---19.18
 AK7487'AZIMUTH NO 2 1968--- SET IN A 10 INCH SQUARE CONCRETE MONUMENT THAT
 AK7487'IS 1 INCH ABOVE THE GROUND. IT IS 3.0 FT (0.91 M) NORTH OF METAL
 AK7487'WITNESS POST, 7.7 FT (2.35 M) NORTHEAST OF A METAL ELECTRIC COMPANY
 AK7487'MANHOLE COVER (NO. 232), 14.5 FT (4.42 M) EAST OF THE CENTER OF
 AK7487'AUDUBON ROAD, 26.0 FT (7.92 M) NORTH OF THE PROJECTED CENTER OF THE
 AK7487'PAVED ROAD TO THE TRACKING STATION.
 AK7487'REFERENCES--
 AK7487'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7487'PAVEMENT OF AUDUBON ROAD ON A MAGNETIC AZIMUTH OF 210 DEGREES AT
 AK7487'43.99 FT (13.41 M).
 AK7487'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7487'PAVEMENT OF AUDUBON ROAD ON A MAGNETIC AZIMUTH OF 300 DEGREES AT 9.80
 AK7487'FT (2.99 M) .
 AK7487
 AK7487                          STATION RECOVERY (2003)
 AK7487
 AK7487'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK7487'RECOVERED IN GOOD CONDITION.
 AK7487
 AK7487                          STATION RECOVERY (2004)
 AK7487
 AK7487'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7487'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK7487'(SRV)
 AK7487' 
 AK7487'RECOVERED IN GOOD CONDITION.
 AK7487
 AK7487                          STATION RECOVERY (2005)
 AK7487
 AK7487'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMP)
 AK7487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0395 ***********************************************************************
 BE0395  DESIGNATION -  19 B USE
 BE0395  PID         -  BE0395
 BE0395  STATE/COUNTY-  FL/JACKSON
 BE0395  USGS QUAD   -  STEAM MILL (1994)
 BE0395
 BE0395                         *CURRENT SURVEY CONTROL
 BE0395  ___________________________________________________________________
 BE0395* NAD 83(1986)-  30 54 03.     (N)    084 58 20.     (W)     SCALED    
 BE0395* NAVD 88     -        29.439  (meters)      96.58   (feet)  ADJUSTED  
 BE0395  ___________________________________________________________________
 BE0395  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BE0395  DYNAMIC HT  -          29.401 (meters)      96.46  (feet)  COMP
 BE0395  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BE0395
 BE0395  VERT ORDER  -  SECOND    CLASS 0
 BE0395
 BE0395.The horizontal coordinates were scaled from a topographic map and have
 BE0395.an estimated accuracy of +/- 6 seconds.
 BE0395
 BE0395.The orthometric height was determined by differential leveling
 BE0395.and adjusted by the National Geodetic Survey in June 1991..
 BE0395
 BE0395.The geoid height was determined by GEOID03.
 BE0395
 BE0395.The dynamic height is computed by dividing the NAVD 88
 BE0395.geopotential number by the normal gravity value computed on the
 BE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0395.degrees latitude (g = 980.6199 gals.).
 BE0395
 BE0395.The modeled gravity was interpolated from observed gravity values.
 BE0395
 BE0395;                    North         East    Units  Estimated Accuracy
 BE0395;SPC FL N     -   210,800.      554,850.      MT  (+/- 180 meters Scaled)
 BE0395
 BE0395                          SUPERSEDED SURVEY CONTROL
 BE0395
 BE0395  NGVD 29 (??/??/92)   29.570  (m)           97.01   (f) ADJ UNCH    2 0
 BE0395
 BE0395.Superseded values are not recommended for survey control.
 BE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0395.See file dsdata.txt to determine how the superseded data were derived.
 BE0395
 BE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV938203(NAD 83)
 BE0395_MARKER: DD = SURVEY DISK
 BE0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0395_STAMPING: 19 B 1952
 BE0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0395+STABILITY: SURFACE MOTION
 BE0395
 BE0395  HISTORY     - Date     Condition        Report By
 BE0395  HISTORY     - 1952     MONUMENTED       DOD
 BE0395  HISTORY     - 1953     GOOD             NGS
 BE0395  HISTORY     - 1963     GOOD             NGS
 BE0395  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0395
 BE0395                          STATION DESCRIPTION
 BE0395
 BE0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BE0395'14.6 MI SE FROM MALONE.
 BE0395'ABOUT 8.45 MILES EAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 BE0395'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 6.15 MILES SOUTHEAST
 BE0395'ALONG A GRADED ROAD LEADING TO SNEADS, 20 FEET NORTHEAST OF
 BE0395'CENTER LINE OF ROAD, 164 FEET NORTHWEST OF POWER POLE NO. 33,
 BE0395'52 FEET EAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH
 BE0395'GUM TREE, ABOUT 0.15 MILE SOUTHEAST OF A SMALL GROCERY STORE,
 BE0395'2 1/2 FEET NORTHEAST OF A FENCE LINE, 3 1/2 FEET EAST OF A
 BE0395'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 BE0395'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE WITNESS
 BE0395'POST WAS REPLACED WITH A WITNESS POST
 BE0395
 BE0395                          STATION RECOVERY (1963)
 BE0395
 BE0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BE0395'RECOVERED IN GOOD CONDITION.
 BE0395
 BE0395                          STATION RECOVERY (2001)
 BE0395
 BE0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2572 ***********************************************************************
 AQ2572  DESIGNATION -  19 CMP
 AQ2572  PID         -  AQ2572
 AQ2572  STATE/COUNTY-  FL/PUTNAM
 AQ2572  USGS QUAD   -  WELAKA (1994)
 AQ2572
 AQ2572                         *CURRENT SURVEY CONTROL
 AQ2572  ___________________________________________________________________
 AQ2572* NAD 83(1986)-  29 28 06.     (N)    081 39 28.     (W)     SCALED    
 AQ2572* NAVD 88     -         8.892  (meters)      29.17   (feet)  ADJUSTED  
 AQ2572  ___________________________________________________________________
 AQ2572  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ2572  DYNAMIC HT  -           8.879 (meters)      29.13  (feet)  COMP
 AQ2572  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AQ2572
 AQ2572  VERT ORDER  -  SECOND    CLASS I
 AQ2572
 AQ2572.The horizontal coordinates were scaled from a topographic map and have
 AQ2572.an estimated accuracy of +/- 6 seconds.
 AQ2572
 AQ2572.The orthometric height was determined by differential leveling
 AQ2572.and adjusted by the National Geodetic Survey in June 1991..
 AQ2572
 AQ2572.The geoid height was determined by GEOID03.
 AQ2572
 AQ2572.The dynamic height is computed by dividing the NAVD 88
 AQ2572.geopotential number by the normal gravity value computed on the
 AQ2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2572.degrees latitude (g = 980.6199 gals.).
 AQ2572
 AQ2572.The modeled gravity was interpolated from observed gravity values.
 AQ2572
 AQ2572;                    North         East    Units  Estimated Accuracy
 AQ2572;SPC FL E     -   569,120.      136,200.      MT  (+/- 180 meters Scaled)
 AQ2572
 AQ2572                          SUPERSEDED SURVEY CONTROL
 AQ2572
 AQ2572  NGVD 29 (09/01/92)    9.175  (m)           30.10   (f) ADJUSTED    2 1
 AQ2572
 AQ2572.Superseded values are not recommended for survey control.
 AQ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2572.See file dsdata.txt to determine how the superseded data were derived.
 AQ2572
 AQ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN362600(NAD 83)
 AQ2572_MARKER: DB = BENCH MARK DISK
 AQ2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2572_SP_SET: CONCRETE POST
 AQ2572_STAMPING: 19 CMP 1969
 AQ2572_MARK LOGO: USGS  
 AQ2572_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2572+STABILITY: SURFACE MOTION
 AQ2572
 AQ2572  HISTORY     - Date     Condition        Report By
 AQ2572  HISTORY     - 1969     MONUMENTED       USGS
 AQ2572  HISTORY     - 1985     GOOD             FLDNR
 AQ2572
 AQ2572                          STATION DESCRIPTION
 AQ2572
 AQ2572'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2572'1.1 MI SE FROM WELAKA.
 AQ2572'BEGIN AT THE JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN
 AQ2572'WELAKA, GO 1.1 MILES SOUTH ON C-309 TO THE MARK.  THE MARK BEARS 89
 AQ2572'FEET NORTHEAST OF THE CENTERLINE OF C-309, 37.6 FEET NORTHEAST OF A
 AQ2572'FENCE CORNER, 1.2 FEET SOUTHEAST OF A FENCE LINE, 1.2 FEET SOUTHWEST
 AQ2572'OF A POWER POLE, AND 0.8 FOOT NORTHEAST OF A WITNESS POST.
 AQ2572'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1136 ***********************************************************************
 AR1136  DESIGNATION -  19 CMP 69
 AR1136  PID         -  AR1136
 AR1136  STATE/COUNTY-  FL/MARION
 AR1136  USGS QUAD   -  SHADY (1991)
 AR1136
 AR1136                         *CURRENT SURVEY CONTROL
 AR1136  ___________________________________________________________________
 AR1136* NAD 83(1986)-  29 01 32.     (N)    082 08 26.     (W)     SCALED    
 AR1136* NAVD 88     -        20.710  (meters)      67.95   (feet)  POSTED    
 AR1136  ___________________________________________________________________
 AR1136  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AR1136  DYNAMIC HT  -          20.680 (meters)      67.85  (feet)  COMP
 AR1136  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 AR1136
 AR1136  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AR1136
 AR1136.The horizontal coordinates were scaled from a topographic map and have
 AR1136.an estimated accuracy of +/- 6 seconds.
 AR1136
 AR1136.The orthometric height was determined by differential leveling
 AR1136.and adjusted by the National Geodetic Survey in 1992..
 AR1136.No vertical observational check was made to the station.
 AR1136.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AR1136.was located on a no-check spur therefore a value was not computed.
 AR1136
 AR1136.The geoid height was determined by GEOID03.
 AR1136
 AR1136.The dynamic height is computed by dividing the NAVD 88
 AR1136.geopotential number by the normal gravity value computed on the
 AR1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1136.degrees latitude (g = 980.6199 gals.).
 AR1136
 AR1136.The modeled gravity was interpolated from observed gravity values.
 AR1136
 AR1136;                    North         East    Units  Estimated Accuracy
 AR1136;SPC FL W     -   519,870.      186,310.      MT  (+/- 180 meters Scaled)
 AR1136
 AR1136                          SUPERSEDED SURVEY CONTROL
 AR1136
 AR1136  NGVD 29 (??/??/92)   21.003  (m)           68.91   (f) ADJ UNCH    2 1
 AR1136
 AR1136.Superseded values are not recommended for survey control.
 AR1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1136.See file dsdata.txt to determine how the superseded data were derived.
 AR1136
 AR1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN889113(NAD 83)
 AR1136_MARKER: DD = SURVEY DISK
 AR1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1136_STAMPING: 19 CMP 69 1965
 AR1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1136+STABILITY: SURFACE MOTION
 AR1136
 AR1136  HISTORY     - Date     Condition        Report By
 AR1136  HISTORY     - 1965     MONUMENTED       USGS
 AR1136  HISTORY     - 1973     GOOD             FLDT
 AR1136  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AR1136  HISTORY     - 20031102 MARK NOT FOUND   FLDEP
 AR1136
 AR1136                          STATION DESCRIPTION
 AR1136
 AR1136'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AR1136'7 MI SW FROM BELLEVIEW.
 AR1136'FROM THE INTERSECTION OF STATE ROAD 484 AND U.S. 301 IN BELLEVIEW,
 AR1136'PROCEED WEST ON STATE ROAD 484 FOR ABOUT 7.0 MILES AND BENCH
 AR1136'MARK, WHICH IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AR1136'2 INCHES ABOVE GROUND.  IT IS 1.5 FEET SOUTH OF A FENCELINE, 1.5
 AR1136'FEET NORTH OF A METAL WITNESS POST, 48.8 FEET NORTH OF THE CENTERLINE
 AR1136'OF STATE ROAD 484 AND 30.5 FEET WEST OF A FENCE CORNER.  SECTION
 AR1136'7, T 17 S, R 22 E.
 AR1136
 AR1136                          STATION RECOVERY (1988)
 AR1136
 AR1136'RECOVERY NOTE BY US POWER SQUADRON 1988 (HD)
 AR1136'MARK NOT FOUND.
 AR1136
 AR1136                          STATION RECOVERY (2003)
 AR1136
 AR1136'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1136'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0327 ***********************************************************************
 BE0327  DESIGNATION -  19 JWM USGS
 BE0327  PID         -  BE0327
 BE0327  STATE/COUNTY-  FL/JACKSON
 BE0327  USGS QUAD   -  DELLWOOD (1994)
 BE0327
 BE0327                         *CURRENT SURVEY CONTROL
 BE0327  ___________________________________________________________________
 BE0327* NAD 83(1986)-  30 51 06.     (N)    085 02 07.     (W)     SCALED    
 BE0327* NAVD 88     -        32.549  (meters)     106.79   (feet)  ADJUSTED  
 BE0327  ___________________________________________________________________
 BE0327  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BE0327  DYNAMIC HT  -          32.507 (meters)     106.65  (feet)  COMP
 BE0327  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BE0327
 BE0327  VERT ORDER  -  SECOND    CLASS 0
 BE0327
 BE0327.The horizontal coordinates were scaled from a topographic map and have
 BE0327.an estimated accuracy of +/- 6 seconds.
 BE0327
 BE0327.The orthometric height was determined by differential leveling
 BE0327.and adjusted by the National Geodetic Survey in June 1991..
 BE0327
 BE0327.The geoid height was determined by GEOID03.
 BE0327
 BE0327.The dynamic height is computed by dividing the NAVD 88
 BE0327.geopotential number by the normal gravity value computed on the
 BE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0327.degrees latitude (g = 980.6199 gals.).
 BE0327
 BE0327.The modeled gravity was interpolated from observed gravity values.
 BE0327
 BE0327;                    North         East    Units  Estimated Accuracy
 BE0327;SPC FL N     -   205,380.      548,800.      MT  (+/- 180 meters Scaled)
 BE0327
 BE0327                          SUPERSEDED SURVEY CONTROL
 BE0327
 BE0327  NGVD 29 (??/??/92)   32.679  (m)          107.21   (f) ADJ UNCH    2 0
 BE0327
 BE0327.Superseded values are not recommended for survey control.
 BE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0327.See file dsdata.txt to determine how the superseded data were derived.
 BE0327
 BE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV878148(NAD 83)
 BE0327_MARKER: DD = SURVEY DISK
 BE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0327_STAMPING: 19 JWM 1951 107
 BE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0327+STABILITY: SURFACE MOTION
 BE0327
 BE0327  HISTORY     - Date     Condition        Report By
 BE0327  HISTORY     - 1951     MONUMENTED       USGS
 BE0327  HISTORY     - 1952     GOOD             NGS
 BE0327  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 BE0327
 BE0327                          STATION DESCRIPTION
 BE0327
 BE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0327'2.2 MI N FROM DELLWOOD.
 BE0327'ABOUT 2.25 MILES NORTH ALONG A GRADED ROAD FROM THE SCHOOL AT
 BE0327'DELLWOOD, ABOUT 0.1 MILE NORTH OF A CHURCH, AT A CROSSROAD, 26
 BE0327'FEET WEST OF CENTER LINE OF ROAD, 53 FEET SOUTHWEST OF CENTER OF
 BE0327'INTERSECTION, 51 FEET SOUTH OF CENTER LINE OF ROAD WEST, 1 FOOT
 BE0327'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF
 BE0327'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0327'NOTE-- MARK MAY BE REACHED FROM THE CHURCH AND CEMETERY AT LOVEDALE
 BE0327'BY GOING ABOUT 0.5 MILE EAST ALONG A GRADED ROAD, THENCE ABOUT
 BE0327'1.95 MILE SOUTH ALONG GRADED ROAD.
 BE0327
 BE0327                          STATION RECOVERY (1991)
 BE0327
 BE0327'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1336 ***********************************************************************
 AK1336  DESIGNATION -  19 NORTH CENTERLINE 2
 AK1336  PID         -  AK1336
 AK1336  STATE/COUNTY-  FL/BREVARD
 AK1336  USGS QUAD   -  FALSE CAPE (1984)
 AK1336
 AK1336                         *CURRENT SURVEY CONTROL
 AK1336  ___________________________________________________________________
 AK1336* NAD 83(1986)-  28 30 20.     (N)    080 33 16.     (W)     SCALED    
 AK1336* NAVD 88     -         2.411  (meters)       7.91   (feet)  ADJUSTED  
 AK1336  ___________________________________________________________________
 AK1336  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1336  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 AK1336  MODELED GRAV-     979,233.6   (mgal)                       NAVD 88
 AK1336
 AK1336  VERT ORDER  -  FIRST     CLASS II
 AK1336
 AK1336.The horizontal coordinates were scaled from a topographic map and have
 AK1336.an estimated accuracy of +/- 6 seconds.
 AK1336
 AK1336.The orthometric height was determined by differential leveling
 AK1336.and adjusted by the National Geodetic Survey in June 1991..
 AK1336
 AK1336.The geoid height was determined by GEOID03.
 AK1336
 AK1336.The dynamic height is computed by dividing the NAVD 88
 AK1336.geopotential number by the normal gravity value computed on the
 AK1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1336.degrees latitude (g = 980.6199 gals.).
 AK1336
 AK1336.The modeled gravity was interpolated from observed gravity values.
 AK1336
 AK1336;                    North         East    Units  Estimated Accuracy
 AK1336;SPC FL E     -   462,310.      243,620.      MT  (+/- 180 meters Scaled)
 AK1336
 AK1336                          SUPERSEDED SURVEY CONTROL
 AK1336
 AK1336  NGVD 29 (??/??/92)    2.767  (m)            9.08   (f) ADJ UNCH    1 2
 AK1336
 AK1336.Superseded values are not recommended for survey control.
 AK1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1336.See file dsdata.txt to determine how the superseded data were derived.
 AK1336
 AK1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436532(NAD 83)
 AK1336_MARKER: DB = BENCH MARK DISK
 AK1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1336_STAMPING: 19 NORTH CENTERLINE 2
 AK1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1336+STABILITY: SURFACE MOTION
 AK1336
 AK1336  HISTORY     - Date     Condition        Report By
 AK1336  HISTORY     - UNK      MONUMENTED       CGS
 AK1336  HISTORY     - 1964     GOOD             NGS
 AK1336
 AK1336                          STATION DESCRIPTION
 AK1336
 AK1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1336'AT CAPE KENNEDY.
 AK1336'15 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVE THAT LEADS
 AK1336'AROUND THE PAD, 8 FEET SOUTH OF THE SOUTH EDGE OF THE DRIVE
 AK1336'AND 6 FEET WEST OF A CONCRETE WALL.  THE MARK IS A ROUND CONCRETE
 AK1336'POST THAT PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1338 ***********************************************************************
 AK1338  DESIGNATION -  19 NORTH CENTERLINE 1
 AK1338  PID         -  AK1338
 AK1338  STATE/COUNTY-  FL/BREVARD
 AK1338  USGS QUAD   -  FALSE CAPE (1984)
 AK1338
 AK1338                         *CURRENT SURVEY CONTROL
 AK1338  ___________________________________________________________________
 AK1338* NAD 83(1986)-  28 30 23.     (N)    080 33 14.     (W)     SCALED    
 AK1338* NAVD 88     -         1.597  (meters)       5.24   (feet)  ADJUSTED  
 AK1338  ___________________________________________________________________
 AK1338  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1338  DYNAMIC HT  -           1.594 (meters)       5.23  (feet)  COMP
 AK1338  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 AK1338
 AK1338  VERT ORDER  -  FIRST     CLASS II
 AK1338
 AK1338.The horizontal coordinates were scaled from a topographic map and have
 AK1338.an estimated accuracy of +/- 6 seconds.
 AK1338
 AK1338.The orthometric height was determined by differential leveling
 AK1338.and adjusted by the National Geodetic Survey in June 1991..
 AK1338
 AK1338.The geoid height was determined by GEOID03.
 AK1338
 AK1338.The dynamic height is computed by dividing the NAVD 88
 AK1338.geopotential number by the normal gravity value computed on the
 AK1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1338.degrees latitude (g = 980.6199 gals.).
 AK1338
 AK1338.The modeled gravity was interpolated from observed gravity values.
 AK1338
 AK1338;                    North         East    Units  Estimated Accuracy
 AK1338;SPC FL E     -   462,410.      243,670.      MT  (+/- 180 meters Scaled)
 AK1338
 AK1338                          SUPERSEDED SURVEY CONTROL
 AK1338
 AK1338  NGVD 29 (??/??/92)    1.953  (m)            6.41   (f) ADJ UNCH    1 2
 AK1338
 AK1338.Superseded values are not recommended for survey control.
 AK1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1338.See file dsdata.txt to determine how the superseded data were derived.
 AK1338
 AK1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436533(NAD 83)
 AK1338_MARKER: DB = BENCH MARK DISK
 AK1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1338_SP_SET: CONCRETE FLUME
 AK1338_STAMPING: 19 NORTH CENTERLINE
 AK1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1338
 AK1338  HISTORY     - Date     Condition        Report By
 AK1338  HISTORY     - UNK      MONUMENTED       CGS
 AK1338  HISTORY     - 1964     GOOD             NGS
 AK1338
 AK1338                          STATION DESCRIPTION
 AK1338
 AK1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1338'AT CAPE KENNEDY.
 AK1338'98 FEET NORTH OF THE BOTTOM EDGE OF LAUNCH STAND 19 FLAME BUCKET,
 AK1338'58 FEET WEST OF A CONCRETE WALL AND 33 FEET EAST OF A CONCRETE
 AK1338'WALL.  THE DISK IS CEMENTED IN A DRILL HOLE IN A CONCRETE FLUME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1377 ***********************************************************************
 AK1377  DESIGNATION -  19 NORTHEAST LAUNCH HEAD
 AK1377  PID         -  AK1377
 AK1377  STATE/COUNTY-  FL/BREVARD
 AK1377  USGS QUAD   -  FALSE CAPE (1984)
 AK1377
 AK1377                         *CURRENT SURVEY CONTROL
 AK1377  ___________________________________________________________________
 AK1377* NAD 83(1986)-  28 30 26.     (N)    080 33 16.     (W)     SCALED    
 AK1377* NAVD 88     -        12.42   (+/-2cm)      40.7    (feet)  VERTCON   
 AK1377  ___________________________________________________________________
 AK1377  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1377
 AK1377  VERT ORDER  -  ? (See Below)
 AK1377
 AK1377.The horizontal coordinates were scaled from a topographic map and have
 AK1377.an estimated accuracy of +/- 6 seconds.
 AK1377
 AK1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1377.The vertical order pertains to the NGVD 29 superseded value.
 AK1377
 AK1377.The geoid height was determined by GEOID03.
 AK1377
 AK1377;                    North         East    Units  Estimated Accuracy
 AK1377;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1377
 AK1377                          SUPERSEDED SURVEY CONTROL
 AK1377
 AK1377  NGVD 29 (??/??/92)   12.796  (m)           41.98   (f) ADJ UNCH    ?  
 AK1377
 AK1377.Superseded values are not recommended for survey control.
 AK1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1377.See file dsdata.txt to determine how the superseded data were derived.
 AK1377
 AK1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1377_MARKER: Z = SEE DESCRIPTION
 AK1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1377_SP_SET: LAUNCH ARMS
 AK1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1377
 AK1377  HISTORY     - Date     Condition        Report By
 AK1377  HISTORY     - UNK      MONUMENTED       CGS
 AK1377  HISTORY     - 1964     GOOD             NGS
 AK1377
 AK1377                          STATION DESCRIPTION
 AK1377
 AK1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1377'AT CAPE KENNEDY.
 AK1377'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1377'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1376 ***********************************************************************
 AK1376  DESIGNATION -  19 NORTHWEST LAUNCH HEAD
 AK1376  PID         -  AK1376
 AK1376  STATE/COUNTY-  FL/BREVARD
 AK1376  USGS QUAD   -  FALSE CAPE (1984)
 AK1376
 AK1376                         *CURRENT SURVEY CONTROL
 AK1376  ___________________________________________________________________
 AK1376* NAD 83(1986)-  28 30 26.     (N)    080 33 16.     (W)     SCALED    
 AK1376* NAVD 88     -        12.42   (+/-2cm)      40.7    (feet)  VERTCON   
 AK1376  ___________________________________________________________________
 AK1376  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1376
 AK1376  VERT ORDER  -  ? (See Below)
 AK1376
 AK1376.The horizontal coordinates were scaled from a topographic map and have
 AK1376.an estimated accuracy of +/- 6 seconds.
 AK1376
 AK1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1376.The vertical order pertains to the NGVD 29 superseded value.
 AK1376
 AK1376.The geoid height was determined by GEOID03.
 AK1376
 AK1376;                    North         East    Units  Estimated Accuracy
 AK1376;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1376
 AK1376                          SUPERSEDED SURVEY CONTROL
 AK1376
 AK1376  NGVD 29 (??/??/92)   12.792  (m)           41.97   (f) ADJ UNCH    ?  
 AK1376
 AK1376.Superseded values are not recommended for survey control.
 AK1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1376.See file dsdata.txt to determine how the superseded data were derived.
 AK1376
 AK1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1376_MARKER: Z = SEE DESCRIPTION
 AK1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1376_SP_SET: LAUNCH ARMS
 AK1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1376
 AK1376  HISTORY     - Date     Condition        Report By
 AK1376  HISTORY     - UNK      MONUMENTED       CGS
 AK1376  HISTORY     - 1964     GOOD             NGS
 AK1376
 AK1376                          STATION DESCRIPTION
 AK1376
 AK1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1376'AT CAPE KENNEDY.
 AK1376'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1376'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7002 ***********************************************************************
 AI7002  DESIGNATION -  19 RJN
 AI7002  PID         -  AI7002
 AI7002  STATE/COUNTY-  FL/PUTNAM
 AI7002  USGS QUAD   -  SAN MATEO (1980)
 AI7002
 AI7002                         *CURRENT SURVEY CONTROL
 AI7002  ___________________________________________________________________
 AI7002* NAD 83(1986)-  29 31 29.     (N)    081 35 17.     (W)     SCALED    
 AI7002* NAVD 88     -        14.339  (meters)      47.04   (feet)  ADJUSTED  
 AI7002  ___________________________________________________________________
 AI7002  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AI7002  DYNAMIC HT  -          14.320 (meters)      46.98  (feet)  COMP
 AI7002  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 AI7002
 AI7002  VERT ORDER  -  SECOND    CLASS I
 AI7002
 AI7002.The horizontal coordinates were scaled from a topographic map and have
 AI7002.an estimated accuracy of +/- 6 seconds.
 AI7002
 AI7002.The orthometric height was determined by differential leveling
 AI7002.and adjusted by the National Geodetic Survey in April 2001..
 AI7002.No vertical observational check was made to the station.
 AI7002
 AI7002.The geoid height was determined by GEOID03.
 AI7002
 AI7002.The dynamic height is computed by dividing the NAVD 88
 AI7002.geopotential number by the normal gravity value computed on the
 AI7002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7002.degrees latitude (g = 980.6199 gals.).
 AI7002
 AI7002.The modeled gravity was interpolated from observed gravity values.
 AI7002
 AI7002;                    North         East    Units  Estimated Accuracy
 AI7002;SPC FL E     -   575,330.      143,000.      MT  (+/- 180 meters Scaled)
 AI7002
 AI7002                          SUPERSEDED SURVEY CONTROL
 AI7002
 AI7002.No superseded survey control is available for this station.
 AI7002
 AI7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN430662(NAD 83)
 AI7002_MARKER: DB = BENCH MARK DISK
 AI7002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7002_STAMPING: 19 RJN 1969
 AI7002_MARK LOGO: USGS  
 AI7002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7002+STABILITY: SURFACE MOTION
 AI7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7002+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1993
 AI7002
 AI7002  HISTORY     - Date     Condition        Report By
 AI7002  HISTORY     - 1969     MONUMENTED       USGS
 AI7002  HISTORY     - 19931213 GOOD             FLDEP
 AI7002
 AI7002                          STATION DESCRIPTION
 AI7002
 AI7002'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7002'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHEAST OF THE TOWN OF
 AI7002'SATSUMA IN PUTNAM COUNTY, IN SECTION 20 TOWNSHIP 11 SOUTH, RANGE 27
 AI7002'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND
 AI7002'U.S.HIGHWAY 17, IN SATSUMA, GO SOUTH ON U.S.HIGHWAY 17 FOR 3.1 MI (5.0
 AI7002'KM) TO THE T JUNCTION OF SISCO ROAD AND U.S. HIGHWAY 17. TURN LEFT AND
 AI7002'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO THE T JUNCTION OF A
 AI7002'DIRT ROAD ON THE LEFT LEADING NORTHEAST AND THE MARK ON THE RIGHT.
 AI7002'LOCATED 23.5 FT (7.2 M) WEST OF THE CENTERLINE OF SISCO ROAD, 15.0 FT
 AI7002'(4.6 M) WEST OF THE EDGE OF THE PAVEMENT OF SISCO ROAD, 4.0 FT (1.2 M)
 AI7002'SOUTHEAST OF A POWER POLE NUMBER 3-4227-6331-0-6 WITH A GUY WIRE, AND
 AI7002'2.0 FT (0.6 M) NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A
 AI7002'SQUARE CONCRETE MONUMENT PROJECTED 0.3 FT (9.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1327 ***********************************************************************
 AK1327  DESIGNATION -  19 SOUTHEAST LAUNCH HEAD
 AK1327  PID         -  AK1327
 AK1327  STATE/COUNTY-  FL/BREVARD
 AK1327  USGS QUAD   -  FALSE CAPE (1984)
 AK1327
 AK1327                         *CURRENT SURVEY CONTROL
 AK1327  ___________________________________________________________________
 AK1327* NAD 83(1986)-  28 30 26.     (N)    080 33 16.     (W)     SCALED    
 AK1327* NAVD 88     -        12.42   (+/-2cm)      40.7    (feet)  VERTCON   
 AK1327  ___________________________________________________________________
 AK1327  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1327
 AK1327  VERT ORDER  -  ? (See Below)
 AK1327
 AK1327.The horizontal coordinates were scaled from a topographic map and have
 AK1327.an estimated accuracy of +/- 6 seconds.
 AK1327
 AK1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1327.The vertical order pertains to the NGVD 29 superseded value.
 AK1327
 AK1327.The geoid height was determined by GEOID03.
 AK1327
 AK1327;                    North         East    Units  Estimated Accuracy
 AK1327;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1327
 AK1327                          SUPERSEDED SURVEY CONTROL
 AK1327
 AK1327  NGVD 29 (??/??/92)   12.795  (m)           41.98   (f) ADJ UNCH    ?  
 AK1327
 AK1327.Superseded values are not recommended for survey control.
 AK1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1327.See file dsdata.txt to determine how the superseded data were derived.
 AK1327
 AK1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1327_MARKER: Z = SEE DESCRIPTION
 AK1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1327_SP_SET: LAUNCH ARMS
 AK1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1327
 AK1327  HISTORY     - Date     Condition        Report By
 AK1327  HISTORY     - UNK      MONUMENTED       CGS
 AK1327  HISTORY     - 1964     GOOD             NGS
 AK1327
 AK1327                          STATION DESCRIPTION
 AK1327
 AK1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1327'AT CAPE KENNEDY.
 AK1327'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1327'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1375 ***********************************************************************
 AK1375  DESIGNATION -  19 SOUTHWEST LAUNCH HEAD
 AK1375  PID         -  AK1375
 AK1375  STATE/COUNTY-  FL/BREVARD
 AK1375  USGS QUAD   -  FALSE CAPE (1984)
 AK1375
 AK1375                         *CURRENT SURVEY CONTROL
 AK1375  ___________________________________________________________________
 AK1375* NAD 83(1986)-  28 30 26.     (N)    080 33 16.     (W)     SCALED    
 AK1375* NAVD 88     -        12.43   (+/-2cm)      40.8    (feet)  VERTCON   
 AK1375  ___________________________________________________________________
 AK1375  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1375
 AK1375  VERT ORDER  -  ? (See Below)
 AK1375
 AK1375.The horizontal coordinates were scaled from a topographic map and have
 AK1375.an estimated accuracy of +/- 6 seconds.
 AK1375
 AK1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1375.The vertical order pertains to the NGVD 29 superseded value.
 AK1375
 AK1375.The geoid height was determined by GEOID03.
 AK1375
 AK1375;                    North         East    Units  Estimated Accuracy
 AK1375;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1375
 AK1375                          SUPERSEDED SURVEY CONTROL
 AK1375
 AK1375  NGVD 29 (??/??/92)   12.797  (m)           41.98   (f) ADJ UNCH    ?  
 AK1375
 AK1375.Superseded values are not recommended for survey control.
 AK1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1375.See file dsdata.txt to determine how the superseded data were derived.
 AK1375
 AK1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1375_MARKER: Z = SEE DESCRIPTION
 AK1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1375_SP_SET: LAUNCH ARMS
 AK1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1375
 AK1375  HISTORY     - Date     Condition        Report By
 AK1375  HISTORY     - UNK      MONUMENTED       CGS
 AK1375  HISTORY     - 1964     GOOD             NGS
 AK1375
 AK1375                          STATION DESCRIPTION
 AK1375
 AK1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1375'AT CAPE KENNEDY.
 AK1375'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1375'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1326 ***********************************************************************
 AK1326  DESIGNATION -  19 WEST CENTERLINE 2
 AK1326  PID         -  AK1326
 AK1326  STATE/COUNTY-  FL/BREVARD
 AK1326  USGS QUAD   -  FALSE CAPE (1984)
 AK1326
 AK1326                         *CURRENT SURVEY CONTROL
 AK1326  ___________________________________________________________________
 AK1326* NAD 83(1986)-  28 30 27.     (N)    080 33 18.     (W)     SCALED    
 AK1326* NAVD 88     -         2.326  (meters)       7.63   (feet)  ADJUSTED  
 AK1326  ___________________________________________________________________
 AK1326  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1326  DYNAMIC HT  -           2.322 (meters)       7.62  (feet)  COMP
 AK1326  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 AK1326
 AK1326  VERT ORDER  -  FIRST     CLASS II
 AK1326
 AK1326.The horizontal coordinates were scaled from a topographic map and have
 AK1326.an estimated accuracy of +/- 6 seconds.
 AK1326
 AK1326.The orthometric height was determined by differential leveling
 AK1326.and adjusted by the National Geodetic Survey in June 1991..
 AK1326
 AK1326.The geoid height was determined by GEOID03.
 AK1326
 AK1326.The dynamic height is computed by dividing the NAVD 88
 AK1326.geopotential number by the normal gravity value computed on the
 AK1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1326.degrees latitude (g = 980.6199 gals.).
 AK1326
 AK1326.The modeled gravity was interpolated from observed gravity values.
 AK1326
 AK1326;                    North         East    Units  Estimated Accuracy
 AK1326;SPC FL E     -   462,530.      243,560.      MT  (+/- 180 meters Scaled)
 AK1326
 AK1326                          SUPERSEDED SURVEY CONTROL
 AK1326
 AK1326  NGVD 29 (??/??/92)    2.682  (m)            8.80   (f) ADJ UNCH    1 2
 AK1326
 AK1326.Superseded values are not recommended for survey control.
 AK1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1326.See file dsdata.txt to determine how the superseded data were derived.
 AK1326
 AK1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435535(NAD 83)
 AK1326_MARKER: DB = BENCH MARK DISK
 AK1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1326_SP_SET: CONCRETE PAD
 AK1326_STAMPING: 19 WEST CENTERLINE 2
 AK1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1326
 AK1326  HISTORY     - Date     Condition        Report By
 AK1326  HISTORY     - UNK      MONUMENTED       CGS
 AK1326  HISTORY     - 1964     GOOD             NGS
 AK1326
 AK1326                          STATION DESCRIPTION
 AK1326
 AK1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1326'AT CAPE KENNEDY.
 AK1326'16 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVE THAT LEADS
 AK1326'FROM THE BLOCKHOUSE TO THE LAUNCH PAD AND 12 FEET SOUTH OF A
 AK1326'METAL JUNCTION BOX (WEST BOX OF TWO).  THE DISK IS CEMENTED
 AK1326'IN A DRILL HOLE IN AN 8 X 12 FOOT CONCRETE PAD AND ABOUT 1/2
 AK1326'INCH BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1328 ***********************************************************************
 AK1328  DESIGNATION -  19 WEST CENTERLINE 1
 AK1328  PID         -  AK1328
 AK1328  STATE/COUNTY-  FL/BREVARD
 AK1328  USGS QUAD   -  FALSE CAPE (1984)
 AK1328
 AK1328                         *CURRENT SURVEY CONTROL
 AK1328  ___________________________________________________________________
 AK1328* NAD 83(1986)-  28 30 26.     (N)    080 33 18.     (W)     SCALED    
 AK1328* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 AK1328  ___________________________________________________________________
 AK1328  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1328  DYNAMIC HT  -           1.855 (meters)       6.09  (feet)  COMP
 AK1328  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 AK1328
 AK1328  VERT ORDER  -  FIRST     CLASS II
 AK1328
 AK1328.The horizontal coordinates were scaled from a topographic map and have
 AK1328.an estimated accuracy of +/- 6 seconds.
 AK1328
 AK1328.The orthometric height was determined by differential leveling
 AK1328.and adjusted by the National Geodetic Survey in June 1991..
 AK1328
 AK1328.The geoid height was determined by GEOID03.
 AK1328
 AK1328.The dynamic height is computed by dividing the NAVD 88
 AK1328.geopotential number by the normal gravity value computed on the
 AK1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1328.degrees latitude (g = 980.6199 gals.).
 AK1328
 AK1328.The modeled gravity was interpolated from observed gravity values.
 AK1328
 AK1328;                    North         East    Units  Estimated Accuracy
 AK1328;SPC FL E     -   462,500.      243,560.      MT  (+/- 180 meters Scaled)
 AK1328
 AK1328                          SUPERSEDED SURVEY CONTROL
 AK1328
 AK1328  NGVD 29 (??/??/92)    2.214  (m)            7.26   (f) ADJ UNCH    1 2
 AK1328
 AK1328.Superseded values are not recommended for survey control.
 AK1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1328.See file dsdata.txt to determine how the superseded data were derived.
 AK1328
 AK1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435534(NAD 83)
 AK1328_MARKER: DB = BENCH MARK DISK
 AK1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1328_STAMPING: 19 WEST CENTERLINE 1
 AK1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1328+STABILITY: SURFACE MOTION
 AK1328
 AK1328  HISTORY     - Date     Condition        Report By
 AK1328  HISTORY     - UNK      MONUMENTED       CGS
 AK1328  HISTORY     - 1964     GOOD             NGS
 AK1328
 AK1328                          STATION DESCRIPTION
 AK1328
 AK1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1328'AT CAPE KENNEDY.
 AK1328'69 FEET WEST OF THE WEST EDGE OF A CONCRETE DRIVE THAT LEADS
 AK1328'TO THE LAUNCH PAD, 50 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 AK1328'DRIVE AND 55 FEET SOUTH OF THE NORTHWEST END OF THE CONCRETE
 AK1328'DRIVE.  THE MARK IS A ROUND CONCRETE POST THAT PROJECTS ABOUT
 AK1328'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5698 ***********************************************************************
 AD5698  DESIGNATION -  190 BCED
 AD5698  PID         -  AD5698
 AD5698  STATE/COUNTY-  FL/BROWARD
 AD5698  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5698
 AD5698                         *CURRENT SURVEY CONTROL
 AD5698  ___________________________________________________________________
 AD5698* NAD 83(1999)-  26 05 32.63023(N)    080 08 50.38069(W)     ADJUSTED  
 AD5698* NAVD 88     -         2.266  (meters)       7.43   (feet)  ADJUSTED  
 AD5698  ___________________________________________________________________
 AD5698  X           -     980,799.900 (meters)                     COMP
 AD5698  Y           -  -5,647,268.350 (meters)                     COMP
 AD5698  Z           -   2,788,248.636 (meters)                     COMP
 AD5698  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AD5698  ELLIP HEIGHT-         -23.33  (meters)          (12/12/02) GPS OBS
 AD5698  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AD5698  DYNAMIC HT  -           2.262 (meters)       7.42  (feet)  COMP
 AD5698  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AD5698
 AD5698  HORZ ORDER  -  FIRST
 AD5698  VERT ORDER  -  FIRST     CLASS II
 AD5698  ELLP ORDER  -  FOURTH    CLASS I
 AD5698
 AD5698.The horizontal coordinates were established by GPS observations
 AD5698.and adjusted by the National Geodetic Survey in December 2002..
 AD5698
 AD5698.The orthometric height was determined by differential leveling
 AD5698.and adjusted by the National Geodetic Survey in June 1991..
 AD5698
 AD5698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5698
 AD5698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD5698
 AD5698.The ellipsoidal height was determined by GPS observations
 AD5698.and is referenced to NAD 83.
 AD5698
 AD5698.The geoid height was determined by GEOID03.
 AD5698
 AD5698.The dynamic height is computed by dividing the NAVD 88
 AD5698.geopotential number by the normal gravity value computed on the
 AD5698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5698.degrees latitude (g = 980.6199 gals.).
 AD5698
 AD5698.The modeled gravity was interpolated from observed gravity values.
 AD5698
 AD5698;                    North         East     Units Scale Factor Converg.
 AD5698;SPC FL E     -   195,129.986   285,297.610   MT  1.00003098   +0 22 30.2
 AD5698;SPC FL E     -   640,188.96    936,013.91   sFT  1.00003098   +0 22 30.2
 AD5698;UTM  17      - 2,886,195.390   585,268.506   MT  0.99968977   +0 22 30.2
 AD5698
 AD5698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5698!SPC FL E     -   1.00000367  x   1.00003098  =   1.00003465
 AD5698!UTM  17      -   1.00000367  x   0.99968977  =   0.99969343
 AD5698
 AD5698:                Primary Azimuth Mark                     Grid Az
 AD5698:SPC FL E     -  X 235                                    087 38 16.8
 AD5698:UTM  17      -  X 235                                    087 38 16.8
 AD5698
 AD5698|---------------------------------------------------------------------|
 AD5698| PID    Reference Object                     Distance      Geod. Az  |
 AD5698|                                                           dddmmss.s |
 AD5698| AD2481 X 235                               APPROX. 0.5 KM 0880047.0 |
 AD5698|---------------------------------------------------------------------|
 AD5698
 AD5698                          SUPERSEDED SURVEY CONTROL
 AD5698
 AD5698  NAVD 88 (12/12/02)    2.27   (m)            7.4    (f) LEVELING    3  
 AD5698  NGVD 29 (09/01/92)    2.755  (m)            9.04   (f) ADJUSTED    1 2
 AD5698
 AD5698.Superseded values are not recommended for survey control.
 AD5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5698.See file dsdata.txt to determine how the superseded data were derived.
 AD5698
 AD5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8526986195(NAD 83)
 AD5698_MARKER: DB = BENCH MARK DISK
 AD5698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5698+WITH SETTING: PAVEMENT
 AD5698_SP_SET: FLAGPOLE BASE
 AD5698_STAMPING: BC 190
 AD5698_MARK LOGO: BCE   
 AD5698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5698+STABILITY: SURFACE MOTION
 AD5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5698+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 AD5698
 AD5698  HISTORY     - Date     Condition        Report By
 AD5698  HISTORY     - 1978     MONUMENTED       FL-011
 AD5698  HISTORY     - 19910628 GOOD             USPSQD
 AD5698  HISTORY     - 19960123 GOOD             USPSQD
 AD5698  HISTORY     - 19980121 GOOD             USPSQD
 AD5698  HISTORY     - 20011018 GOOD             LDBLS
 AD5698  HISTORY     - 20020512 GOOD             MAPTEC
 AD5698
 AD5698                          STATION DESCRIPTION
 AD5698
 AD5698'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5698'FORT LAUDERDALE.
 AD5698'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 84,
 AD5698'AND SW 4TH AVENUE IN THE SOUTHWEST CORNER. MARK BEARS 15 FEET
 AD5698'NORTH OF THE CENTER LINE OF A CIRCULAR DRIVE, 45 FEET SOUTH OF
 AD5698'THE SOUTH EDGE OF A CONCRETE SIDEWALK, 100 FEET SOUTH OF THE CENTER
 AD5698'LINE OF THE MEDIAN OF STATE ROAD 84, 185 FEET WEST OF THE CENTER
 AD5698'LINE OF SW 4TH AVENUE, SET IN THE NORTHEAST CORNER OF A CONCRETE
 AD5698'BASE FOR A FLAG POLE 45 FEET NORTH OF THE ENTRANCE DOOR TO THE
 AD5698'NATIONAL GUARD ARMORY. DISK WAS CHIPPED PRIOR TO LEVELING. DISK
 AD5698'IS A STANDARD BROWARD COUNTY BRASS DISK.
 AD5698
 AD5698                          STATION RECOVERY (1991)
 AD5698
 AD5698'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (1996)
 AD5698
 AD5698'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (1998)
 AD5698
 AD5698'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (2001)
 AD5698
 AD5698'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD5698'THE MARK IS ABOUT 1.3 KM (0.81 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5698'15,
 AD5698'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA. OWNERSHIP -
 AD5698'ARMY
 AD5698'NATIONAL GUARD
 AD5698' 
 AD5698'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5698'U.S.
 AD5698'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD5698'75 8.1
 AD5698'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD5698'RIGHT ONTO
 AD5698'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD5698'16.3 KM
 AD5698'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD5698'84 6.2 KM
 AD5698'(3.85 MI) TO THE STATION ON THE RIGHT. ALSO TO REACH THE MARK FROM THE
 AD5698'INTERSECTION OF STATE ROAD 84 AND EISENHOWER BOULEVARD IN PORT
 AD5698'EVERGLADES, GO
 AD5698'WEST ON STATE ROAD 84 1.0 KM (0.62 MI) TO THE ENTRANCE-EXIT OF PORT
 AD5698'EVERGLADES, CONTINUE WEST ON STATE ROAD 84 1.3 KM (0.81 MI) TO THE
 AD5698'STATION ON
 AD5698'THE LEFT.
 AD5698' 
 AD5698'THE MARK IS 55.47 M (182.0 FT) WEST OF THE CENTERLINE OF SW 4TH
 AD5698'AVENUE, 28.65
 AD5698'M (94.0 FT) SOUTH OF THE CENTERLINE OF STATE ROAD 84, 12.62 M (41.4
 AD5698'FT) SOUTH
 AD5698'OF THE SOUTH EDGE A CONCRETE WALK, AND 12.50 M (41.0 FT) NORTH OF THE
 AD5698'ENTRANCE
 AD5698'DOORS OF THE NATIONAL GUARD ARMORY, THE MARK IS A DISK SET FLUSH IN
 AD5698'THE
 AD5698'NORTHEAST CORNER OF A CONCRETE FLAGPOLE FOUNDATION, FLUSH WITH THE
 AD5698'LEVEL OF
 AD5698'THE GROUND AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
 AD5698' 
 AD5698'
 AD5698
 AD5698                          STATION RECOVERY (2002)
 AD5698
 AD5698'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5698'THE MARK IS ABOUT 1.3 KM (0.81 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5698'15,
 AD5698'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA. OWNERSHIP -
 AD5698'ARMY
 AD5698'NATIONAL GUARD
 AD5698' 
 AD5698'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5698'U.S.
 AD5698'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD5698'75 8.1
 AD5698'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD5698'RIGHT ONTO
 AD5698'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD5698'16.3 KM
 AD5698'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD5698'84 6.2 KM
 AD5698'(3.85 MI) TO THE STATION ON THE RIGHT. ALSO TO REACH THE MARK FROM THE
 AD5698'INTERSECTION OF STATE ROAD 84 AND EISENHOWER BOULEVARD IN PORT
 AD5698'EVERGLADES, GO
 AD5698'WEST ON STATE ROAD 84 1.0 KM (0.62 MI) TO THE ENTRANCE-EXIT OF PORT
 AD5698'EVERGLADES, CONTINUE WEST ON STATE ROAD 84 1.3 KM (0.81 MI) TO THE
 AD5698'STATION ON
 AD5698'THE LEFT.
 AD5698' 
 AD5698'THE MARK IS 55.47 M (182.0 FT) WEST OF THE CENTERLINE OF SW 4TH
 AD5698'AVENUE, 28.65
 AD5698'M (94.0 FT) SOUTH OF THE CENTERLINE OF STATE ROAD 84, 12.62 M (41.4
 AD5698'FT) SOUTH
 AD5698'OF THE SOUTH EDGE A CONCRETE WALK, AND 12.50 M (41.0 FT) NORTH OF THE
 AD5698'ENTRANCE
 AD5698'DOORS OF THE NATIONAL GUARD ARMORY, THE MARK IS A DISK SET FLUSH IN
 AD5698'THE
 AD5698'NORTHEAST CORNER OF A CONCRETE FLAGPOLE FOUNDATION, FLUSH WITH THE
 AD5698'LEVEL OF
 AD5698'THE GROUND AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
 AD5698' 
 AD5698'STATION RECOVERY (2002)
 AD5698'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AD5698'RECOVERED AS DESCRIBED.
 AD5698' 
 AD5698'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7048 ***********************************************************************
 AG7048  DESIGNATION -  190 C OF SP
 AG7048  PID         -  AG7048
 AG7048  STATE/COUNTY-  FL/PINELLAS
 AG7048  USGS QUAD   -  ST PETERSBURG (1987)
 AG7048
 AG7048                         *CURRENT SURVEY CONTROL
 AG7048  ___________________________________________________________________
 AG7048* NAD 83(1986)-  27 46 17.     (N)    082 42 43.     (W)     SCALED    
 AG7048* NAVD 88     -         5.983  (meters)      19.63   (feet)  ADJUSTED  
 AG7048  ___________________________________________________________________
 AG7048  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7048  DYNAMIC HT  -           5.974 (meters)      19.60  (feet)  COMP
 AG7048  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AG7048
 AG7048  VERT ORDER  -  SECOND    CLASS II
 AG7048
 AG7048.The horizontal coordinates were scaled from a topographic map and have
 AG7048.an estimated accuracy of +/- 6 seconds.
 AG7048
 AG7048.The orthometric height was determined by differential leveling
 AG7048.and adjusted by the National Geodetic Survey in June 1991..
 AG7048
 AG7048.The geoid height was determined by GEOID03.
 AG7048
 AG7048.The dynamic height is computed by dividing the NAVD 88
 AG7048.geopotential number by the normal gravity value computed on the
 AG7048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7048.degrees latitude (g = 980.6199 gals.).
 AG7048
 AG7048.The modeled gravity was interpolated from observed gravity values.
 AG7048
 AG7048;                    North         East    Units  Estimated Accuracy
 AG7048;SPC FL W     -   381,080.      129,830.      MT  (+/- 180 meters Scaled)
 AG7048
 AG7048                          SUPERSEDED SURVEY CONTROL
 AG7048
 AG7048  NGVD 29 (??/??/92)    6.253  (m)           20.52   (f) ADJ UNCH    2 2
 AG7048
 AG7048.Superseded values are not recommended for survey control.
 AG7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7048.See file dsdata.txt to determine how the superseded data were derived.
 AG7048
 AG7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL313730(NAD 83)
 AG7048_MARKER: DB = BENCH MARK DISK
 AG7048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7048_SP_SET: CONCRETE POST
 AG7048_PROJECTION: RECESSED 3 CENTIMETERS
 AG7048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7048+STABILITY: SURFACE MOTION
 AG7048
 AG7048  HISTORY     - Date     Condition        Report By
 AG7048  HISTORY     - UNK      MONUMENTED       FL2730
 AG7048  HISTORY     - 1977     GOOD             FL-103
 AG7048  HISTORY     - 20040116 MARK NOT FOUND   USPSQD
 AG7048
 AG7048                          STATION DESCRIPTION
 AG7048
 AG7048'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7048'IN ST PETERSBURG.
 AG7048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR
 AG7048'595 59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN EASTERLY ON
 AG7048'SR 595 FOR 0.10 MILE TO THE INTERSECTION OF 58TH ST. N. TURN RIGHT
 AG7048'AND RUN SOUTHERLY ON 58TH ST. N. FOR 0.50 MILE TO THE INTERSECTION OF
 AG7048'1ST AVE. S. STATION ON RIGHT, S.W. CORNER 30.6 FT. WEST OF THE
 AG7048'CENTERLINE OF 58TH ST., 67.5 FT. SOUTH OF THE CENTERLINE OF 1ST AVE.
 AG7048'S., 18.4 FT. S.E. OF THE CENTERLINE OF AN ASPHALT DRIVE TO WOODLAWN
 AG7048'MEMORY GARDEN CEMETERY, 2.5 FT. SOUTH OF A CONCRETE LIGHT POLE NO
 AG7048'NUMBER, 0.3 FT. WEST OF THE BACK OF SIDEWALK. SET IN THE TOP OF A
 AG7048'CONCRETE POST THAT IS 1 INCH BELOW THE GROUND.
 AG7048
 AG7048                          STATION RECOVERY (2004)
 AG7048
 AG7048'RECOVERY NOTE BY US POWER SQUADRON 2004 (SGR)
 AG7048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0105 ***********************************************************************
 AG0105  DESIGNATION -  190 FLHD
 AG0105  PID         -  AG0105
 AG0105  STATE/COUNTY-  FL/PINELLAS
 AG0105  USGS QUAD   -  PORT TAMPA (1983)
 AG0105
 AG0105                         *CURRENT SURVEY CONTROL
 AG0105  ___________________________________________________________________
 AG0105* NAD 83(1986)-  27 48 31.     (N)    082 36 59.     (W)     SCALED    
 AG0105* NAVD 88     -         3.538  (meters)      11.61   (feet)  ADJUSTED  
 AG0105  ___________________________________________________________________
 AG0105  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0105  DYNAMIC HT  -           3.533 (meters)      11.59  (feet)  COMP
 AG0105  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AG0105
 AG0105  VERT ORDER  -  SECOND    CLASS II
 AG0105
 AG0105.The horizontal coordinates were scaled from a topographic map and have
 AG0105.an estimated accuracy of +/- 6 seconds.
 AG0105
 AG0105.The orthometric height was determined by differential leveling
 AG0105.and adjusted by the National Geodetic Survey in June 1991..
 AG0105
 AG0105.The geoid height was determined by GEOID03.
 AG0105
 AG0105.The dynamic height is computed by dividing the NAVD 88
 AG0105.geopotential number by the normal gravity value computed on the
 AG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0105.degrees latitude (g = 980.6199 gals.).
 AG0105
 AG0105.The modeled gravity was interpolated from observed gravity values.
 AG0105
 AG0105;                    North         East    Units  Estimated Accuracy
 AG0105;SPC FL W     -   385,150.      139,270.      MT  (+/- 180 meters Scaled)
 AG0105
 AG0105                          SUPERSEDED SURVEY CONTROL
 AG0105
 AG0105  NGVD 29 (??/??/92)    3.802  (m)           12.47   (f) ADJ UNCH    2 2
 AG0105
 AG0105.Superseded values are not recommended for survey control.
 AG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0105.See file dsdata.txt to determine how the superseded data were derived.
 AG0105
 AG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407770(NAD 83)
 AG0105_MARKER: DD = SURVEY DISK
 AG0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0105_SP_SET: HAND RAIL
 AG0105_STAMPING: 190
 AG0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0105
 AG0105  HISTORY     - Date     Condition        Report By
 AG0105  HISTORY     - UNK      MONUMENTED       FLHD
 AG0105  HISTORY     - 1975     GOOD             FLDT
 AG0105  HISTORY     - 20010501 MARK NOT FOUND   USPSQD
 AG0105  HISTORY     - 20051017 MARK NOT FOUND   USPSQD
 AG0105
 AG0105                          STATION DESCRIPTION
 AG0105
 AG0105'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0105'AT ST PETERSBURG.
 AG0105'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0105'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N.
 AG0105'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON
 AG0105'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION
 AG0105'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ON 40TH
 AG0105'AVE. N. FOR 1.1 MILE TO BRIDGE.  STATION ON RIGHT, IN THE SW
 AG0105'CORNER OF BRIDGE.  SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 5,
 AG0105'T 31S, R 17E
 AG0105
 AG0105                          STATION RECOVERY (2001)
 AG0105
 AG0105'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0105'MARK NOT FOUND.
 AG0105
 AG0105                          STATION RECOVERY (2005)
 AG0105
 AG0105'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLS)
 AG0105'THE CONCRETE HANDRAIL HAS BEEN REPLACED SINCE 1975.  THERE IS A NEW
 AG0105'FLHD DISK ON A 1 FOOT SQUARE POST THAT IS 3 FEET SW OF THE SW END OF
 AG0105'THE HANDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0096 ***********************************************************************
 AG0096  DESIGNATION -  191 FLHD
 AG0096  PID         -  AG0096
 AG0096  STATE/COUNTY-  FL/PINELLAS
 AG0096  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0096
 AG0096                         *CURRENT SURVEY CONTROL
 AG0096  ___________________________________________________________________
 AG0096* NAD 83(1986)-  27 42 37.     (N)    082 40 47.     (W)     SCALED    
 AG0096* NAVD 88     -         1.553  (meters)       5.10   (feet)  ADJUSTED  
 AG0096  ___________________________________________________________________
 AG0096  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0096  DYNAMIC HT  -           1.551 (meters)       5.09  (feet)  COMP
 AG0096  MODELED GRAV-     979,168.7   (mgal)                       NAVD 88
 AG0096
 AG0096  VERT ORDER  -  SECOND    CLASS II
 AG0096
 AG0096.The horizontal coordinates were scaled from a topographic map and have
 AG0096.an estimated accuracy of +/- 6 seconds.
 AG0096
 AG0096.The orthometric height was determined by differential leveling
 AG0096.and adjusted by the National Geodetic Survey in June 1991..
 AG0096
 AG0096.The geoid height was determined by GEOID03.
 AG0096
 AG0096.The dynamic height is computed by dividing the NAVD 88
 AG0096.geopotential number by the normal gravity value computed on the
 AG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0096.degrees latitude (g = 980.6199 gals.).
 AG0096
 AG0096.The modeled gravity was interpolated from observed gravity values.
 AG0096
 AG0096;                    North         East    Units  Estimated Accuracy
 AG0096;SPC FL W     -   374,290.      132,970.      MT  (+/- 180 meters Scaled)
 AG0096
 AG0096                          SUPERSEDED SURVEY CONTROL
 AG0096
 AG0096  NGVD 29 (??/??/92)    1.839  (m)            6.03   (f) ADJ UNCH    2 2
 AG0096
 AG0096.Superseded values are not recommended for survey control.
 AG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0096.See file dsdata.txt to determine how the superseded data were derived.
 AG0096
 AG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL343662(NAD 83)
 AG0096_MARKER: DD = SURVEY DISK
 AG0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0096_SP_SET: CULVERT
 AG0096_STAMPING: 191
 AG0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0096
 AG0096  HISTORY     - Date     Condition        Report By
 AG0096  HISTORY     - UNK      MONUMENTED       FLHD
 AG0096  HISTORY     - 1975     GOOD             FLDT
 AG0096  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG0096
 AG0096                          STATION DESCRIPTION
 AG0096
 AG0096'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0096'AT ST PETERSBURG.
 AG0096'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG0096'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S.
 AG0096'19 FOR 0.55 MILE.  STATION ON LEFT, 64.8 FT. EAST OF THE CENTERLINE
 AG0096'OF U.S. 19, 46.0 FT. N/NW OF POWER POLE, NUMBER 1A-38395, 11.0
 AG0096'FT. EAST OF THE GUARD RAIL.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0096'SECTION 11, T 32S, R 16E.
 AG0096
 AG0096                          STATION RECOVERY (2001)
 AG0096
 AG0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0096'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG0096'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG0096'ELEVATION AND REGRADED ON EACH SIDE OF I-275. IN SPITE OF DILIGENT
 AG0096'SEARCH AND PROBING, NO SIGN OF THIS MARK WAS FOUND. RECOMMEND THE MARK
 AG0096'BE CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2439 ***********************************************************************
 AD2439  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2439  DESIGNATION -  19.19
 AD2439  PID         -  AD2439
 AD2439  STATE/COUNTY-  FL/BROWARD
 AD2439  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2439
 AD2439                         *CURRENT SURVEY CONTROL
 AD2439  ___________________________________________________________________
 AD2439* NAD 83(1986)-  26 04 53.     (N)    080 06 39.     (W)     SCALED    
 AD2439* NAVD 88     -         5.289  (meters)      17.35   (feet)  ADJUSTED  
 AD2439  ___________________________________________________________________
 AD2439  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD2439  DYNAMIC HT  -           5.281 (meters)      17.33  (feet)  COMP
 AD2439  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 AD2439
 AD2439  VERT ORDER  -  SECOND    CLASS 0
 AD2439
 AD2439.The horizontal coordinates were scaled from a topographic map and have
 AD2439.an estimated accuracy of +/- 6 seconds.
 AD2439
 AD2439.The orthometric height was determined by differential leveling
 AD2439.and adjusted by the National Geodetic Survey in June 1991..
 AD2439
 AD2439.This Tidal Bench Mark is designated as VM 5711
 AD2439.by the Center for Operational Oceanographic Products and Services.
 AD2439
 AD2439.The geoid height was determined by GEOID03.
 AD2439
 AD2439.The dynamic height is computed by dividing the NAVD 88
 AD2439.geopotential number by the normal gravity value computed on the
 AD2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2439.degrees latitude (g = 980.6199 gals.).
 AD2439
 AD2439.The modeled gravity was interpolated from observed gravity values.
 AD2439
 AD2439;                    North         East    Units  Estimated Accuracy
 AD2439;SPC FL E     -   193,940.      288,960.      MT  (+/- 180 meters Scaled)
 AD2439
 AD2439                          SUPERSEDED SURVEY CONTROL
 AD2439
 AD2439  NGVD 29 (09/01/92)    5.773  (m)           18.94   (f) ADJUSTED    2 0
 AD2439
 AD2439.Superseded values are not recommended for survey control.
 AD2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2439.See file dsdata.txt to determine how the superseded data were derived.
 AD2439
 AD2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ889850(NAD 83)
 AD2439_MARKER: DD = SURVEY DISK
 AD2439_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2439_SP_SET: BRIDGE BANNISTER
 AD2439_STAMPING: 19.19
 AD2439_MARK LOGO: FLHD  
 AD2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2439
 AD2439  HISTORY     - Date     Condition        Report By
 AD2439  HISTORY     - UNK      MONUMENTED       FLHD
 AD2439  HISTORY     - 1970     GOOD             NGS
 AD2439  HISTORY     - 1973     GOOD             NGS
 AD2439  HISTORY     - 1981     GOOD             FLDNR
 AD2439  HISTORY     - 1986     GOOD             FLDNR
 AD2439  HISTORY     - 1986     GOOD             FLDNR
 AD2439  HISTORY     - 1988     GOOD             USPSQD
 AD2439  HISTORY     - 1990     GOOD             USPSQD
 AD2439  HISTORY     - 1990     GOOD             USPSQD
 AD2439  HISTORY     - 1991     GOOD             USPSQD
 AD2439  HISTORY     - 20000716 GOOD             USPSQD
 AD2439
 AD2439                          STATION DESCRIPTION
 AD2439
 AD2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2439'3.9 MI NE FROM DANIA.
 AD2439'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2439'OF U.S. HIGHWAY 1 AT DANIA, THENCE 1.9 MILES NORTH ALONG A BLACK
 AD2439'TOPPED ROAD, ON TOP OF THE NORTH END OF THE WEST BANNISTER OF THE
 AD2439'BRIDGE OVER THE FLORIDA EAST COAST CANAL, 15.6 FEET WEST OF THE
 AD2439'CENTER LINE OF THE ROAD, 4.6 FEET SOUTH OF THE NORTH END OF THE
 AD2439'BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 AD2439
 AD2439                          STATION RECOVERY (1973)
 AD2439
 AD2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1981)
 AD2439
 AD2439'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1986)
 AD2439
 AD2439'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1986)
 AD2439
 AD2439'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1988)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1990)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1990)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1991)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (2000)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 2000 (CH)
 AD2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0097 ***********************************************************************
 AG0097  DESIGNATION -  192 FLHD
 AG0097  PID         -  AG0097
 AG0097  STATE/COUNTY-  FL/PINELLAS
 AG0097  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0097
 AG0097                         *CURRENT SURVEY CONTROL
 AG0097  ___________________________________________________________________
 AG0097* NAD 83(1986)-  27 42 49.     (N)    082 40 47.     (W)     SCALED    
 AG0097* NAVD 88     -         6.776  (meters)      22.23   (feet)  ADJUSTED  
 AG0097  ___________________________________________________________________
 AG0097  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0097  DYNAMIC HT  -           6.766 (meters)      22.20  (feet)  COMP
 AG0097  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 AG0097
 AG0097  VERT ORDER  -  SECOND    CLASS II
 AG0097
 AG0097.The horizontal coordinates were scaled from a topographic map and have
 AG0097.an estimated accuracy of +/- 6 seconds.
 AG0097
 AG0097.The orthometric height was determined by differential leveling
 AG0097.and adjusted by the National Geodetic Survey in June 1991..
 AG0097
 AG0097.The geoid height was determined by GEOID03.
 AG0097
 AG0097.The dynamic height is computed by dividing the NAVD 88
 AG0097.geopotential number by the normal gravity value computed on the
 AG0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0097.degrees latitude (g = 980.6199 gals.).
 AG0097
 AG0097.The modeled gravity was interpolated from observed gravity values.
 AG0097
 AG0097;                    North         East    Units  Estimated Accuracy
 AG0097;SPC FL W     -   374,660.      132,970.      MT  (+/- 180 meters Scaled)
 AG0097
 AG0097                          SUPERSEDED SURVEY CONTROL
 AG0097
 AG0097  NGVD 29 (??/??/92)    7.062  (m)           23.17   (f) ADJ UNCH    2 2
 AG0097
 AG0097.Superseded values are not recommended for survey control.
 AG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0097.See file dsdata.txt to determine how the superseded data were derived.
 AG0097
 AG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL343666(NAD 83)
 AG0097_MARKER: DD = SURVEY DISK
 AG0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0097_SP_SET: HANDRAIL
 AG0097_STAMPING: 192
 AG0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0097
 AG0097  HISTORY     - Date     Condition        Report By
 AG0097  HISTORY     - UNK      MONUMENTED       FLHD
 AG0097  HISTORY     - 1975     GOOD             FLDT
 AG0097  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG0097
 AG0097                          STATION DESCRIPTION
 AG0097
 AG0097'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0097'AT ST PETERSBURG.
 AG0097'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG0097'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S.
 AG0097'19 FOR 0.4 MILE TO THE BRIDGE.  STATION ON LEFT, IN THE SE CORNER
 AG0097'OF THE WESTERLY MOST BRIDGE.  SET IN CONCRETE WING IN BACK OF
 AG0097'HANDRAIL.  SECTION 10, T 32S, R 16E.
 AG0097
 AG0097                          STATION RECOVERY (2001)
 AG0097
 AG0097'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0097'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG0097'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG0097'ELEVATION AND REGRADED ON EACH SIDE OF I-275. IN SPITE OF DILIGENT
 AG0097'SEARCH AND PROBING, NO SIGN OF THIS MARK WAS FOUND. RECOMMEND THE MARK
 AG0097'BE CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0098 ***********************************************************************
 AG0098  DESIGNATION -  193 FLHD
 AG0098  PID         -  AG0098
 AG0098  STATE/COUNTY-  FL/PINELLAS
 AG0098  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0098
 AG0098                         *CURRENT SURVEY CONTROL
 AG0098  ___________________________________________________________________
 AG0098* NAD 83(1986)-  27 42 49.     (N)    082 40 47.     (W)     SCALED    
 AG0098* NAVD 88     -         6.430  (meters)      21.10   (feet)  ADJUSTED  
 AG0098  ___________________________________________________________________
 AG0098  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0098  DYNAMIC HT  -           6.420 (meters)      21.06  (feet)  COMP
 AG0098  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 AG0098
 AG0098  VERT ORDER  -  SECOND    CLASS II
 AG0098
 AG0098.The horizontal coordinates were scaled from a topographic map and have
 AG0098.an estimated accuracy of +/- 6 seconds.
 AG0098
 AG0098.The orthometric height was determined by differential leveling
 AG0098.and adjusted by the National Geodetic Survey in June 1991..
 AG0098
 AG0098.The geoid height was determined by GEOID03.
 AG0098
 AG0098.The dynamic height is computed by dividing the NAVD 88
 AG0098.geopotential number by the normal gravity value computed on the
 AG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0098.degrees latitude (g = 980.6199 gals.).
 AG0098
 AG0098.The modeled gravity was interpolated from observed gravity values.
 AG0098
 AG0098;                    North         East    Units  Estimated Accuracy
 AG0098;SPC FL W     -   374,660.      132,970.      MT  (+/- 180 meters Scaled)
 AG0098
 AG0098                          SUPERSEDED SURVEY CONTROL
 AG0098
 AG0098  NGVD 29 (??/??/92)    6.716  (m)           22.03   (f) ADJ UNCH    2 2
 AG0098
 AG0098.Superseded values are not recommended for survey control.
 AG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0098.See file dsdata.txt to determine how the superseded data were derived.
 AG0098
 AG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL343666(NAD 83)
 AG0098_MARKER: DD = SURVEY DISK
 AG0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0098_SP_SET: HANDRAIL
 AG0098_STAMPING: 193
 AG0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0098
 AG0098  HISTORY     - Date     Condition        Report By
 AG0098  HISTORY     - UNK      MONUMENTED       FLHD
 AG0098  HISTORY     - 1975     GOOD             FLDT
 AG0098  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG0098
 AG0098                          STATION DESCRIPTION
 AG0098
 AG0098'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0098'AT ST PETERSBURG.
 AG0098'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG0098'STREET) AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY
 AG0098'ON U.S. 19 FOR 0.4 MILE TO THE BRIDGE.  STATION ON RIGHT, IN
 AG0098'THE NW CORNER OF THE WESTERLY MOST BRIDGE.  SET IN CONCRETE WING
 AG0098'IN BACK OF HANDRAIL.  SECTION 10, T 32S, R 16E.
 AG0098
 AG0098                          STATION RECOVERY (2001)
 AG0098
 AG0098'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0098'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG0098'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG0098'ELEVATION AND REGRADED ON EACH SIDE OF I-275. IN SPITE OF DILIGENT
 AG0098'SEARCH AND PROBING, NO SIGN OF THIS MARK WAS FOUND. RECOMMEND THE MARK
 AG0098'BE CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3214 ***********************************************************************
 AF3214  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3214  DESIGNATION -  1934 USE
 AF3214  PID         -  AF3214
 AF3214  STATE/COUNTY-  FL/ST LUCIE
 AF3214  USGS QUAD   -  FORT PIERCE (1983)
 AF3214
 AF3214                         *CURRENT SURVEY CONTROL
 AF3214  ___________________________________________________________________
 AF3214* NAD 83(1986)-  27 28 08.     (N)    080 17 48.     (W)     SCALED    
 AF3214* NAVD 88     -         0.476  (meters)       1.56   (feet)  ADJUSTED  
 AF3214  ___________________________________________________________________
 AF3214  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF3214  DYNAMIC HT  -           0.476 (meters)       1.56  (feet)  COMP
 AF3214  MODELED GRAV-     979,149.5   (mgal)                       NAVD 88
 AF3214
 AF3214  VERT ORDER  -  SECOND    CLASS 0
 AF3214
 AF3214.The horizontal coordinates were scaled from a topographic map and have
 AF3214.an estimated accuracy of +/- 6 seconds.
 AF3214
 AF3214.The orthometric height was determined by differential leveling
 AF3214.and adjusted by the National Geodetic Survey in June 1991..
 AF3214.WARNING-Repeat measurements at this control monument indicate possible
 AF3214.vertical movement.
 AF3214
 AF3214.This Tidal Bench Mark is designated as VM 5425
 AF3214.by the Center for Operational Oceanographic Products and Services.
 AF3214
 AF3214.The geoid height was determined by GEOID03.
 AF3214
 AF3214.The dynamic height is computed by dividing the NAVD 88
 AF3214.geopotential number by the normal gravity value computed on the
 AF3214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3214.degrees latitude (g = 980.6199 gals.).
 AF3214
 AF3214.The modeled gravity was interpolated from observed gravity values.
 AF3214
 AF3214;                    North         East    Units  Estimated Accuracy
 AF3214;SPC FL E     -   347,550.      269,510.      MT  (+/- 180 meters Scaled)
 AF3214
 AF3214                          SUPERSEDED SURVEY CONTROL
 AF3214
 AF3214  NGVD 29 (09/01/92)    0.935  (m)            3.07   (f) ADJUSTED    2 0
 AF3214
 AF3214.Superseded values are not recommended for survey control.
 AF3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3214.See file dsdata.txt to determine how the superseded data were derived.
 AF3214
 AF3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL694385(NAD 83)
 AF3214_MARKER: DJ = TIDAL STATION DISK
 AF3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3214_STAMPING: 34 1934
 AF3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3214+STABILITY: SURFACE MOTION
 AF3214
 AF3214  HISTORY     - Date     Condition        Report By
 AF3214  HISTORY     - 1934     MONUMENTED       CGS
 AF3214  HISTORY     - 1965     GOOD             NGS
 AF3214  HISTORY     - 1972     GOOD             NGS
 AF3214  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF3214
 AF3214                          STATION DESCRIPTION
 AF3214
 AF3214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3214'3.2 MI NE FROM FT PIERCE.
 AF3214'ABOUT 1.0 NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF3214'STATION AT FT. PIERCE, THENCE ABOUT 2.2 MILES EAST ALONG AVENUE
 AF3214'H AND SEAWAY DRIVE, ALONG THE SOUTH SIDE OF FT. PIERCE INLET,
 AF3214'IN SECTION 36, R 40 E, T 34 S, ABOUT 15 MILE EAST OF THE COAST
 AF3214'GUARD STATION, 39 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 AF3214'HOUSE NO. 1640, 1 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE
 AF3214'CONCRETE WING WALL AT THE NORTHEAST END OF AN OLD ABANDONED
 AF3214'DOCK, IN LINE WITH THE NORTH-EAST SIDE OF THE WING WALL, ABOUT
 AF3214'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AF3214'PROJECTING 0.1 FOOT.  BINNEY DOCK.  TIDAL STA 1-54.
 AF3214
 AF3214                          STATION RECOVERY (1972)
 AF3214
 AF3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3214'RECOVERED IN GOOD CONDITION.
 AF3214
 AF3214                          STATION RECOVERY (1990)
 AF3214
 AF3214'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF3214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0099 ***********************************************************************
 AG0099  DESIGNATION -  194 FLHD
 AG0099  PID         -  AG0099
 AG0099  STATE/COUNTY-  FL/PINELLAS
 AG0099  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0099
 AG0099                         *CURRENT SURVEY CONTROL
 AG0099  ___________________________________________________________________
 AG0099* NAD 83(1986)-  27 42 37.     (N)    082 43 23.     (W)     SCALED    
 AG0099* NAVD 88     -         4.566  (meters)      14.98   (feet)  ADJUSTED  
 AG0099  ___________________________________________________________________
 AG0099  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0099  DYNAMIC HT  -           4.559 (meters)      14.96  (feet)  COMP
 AG0099  MODELED GRAV-     979,170.1   (mgal)                       NAVD 88
 AG0099
 AG0099  VERT ORDER  -  SECOND    CLASS II
 AG0099
 AG0099.The horizontal coordinates were scaled from a topographic map and have
 AG0099.an estimated accuracy of +/- 6 seconds.
 AG0099
 AG0099.The orthometric height was determined by differential leveling
 AG0099.and adjusted by the National Geodetic Survey in June 1991..
 AG0099
 AG0099.The geoid height was determined by GEOID03.
 AG0099
 AG0099.The dynamic height is computed by dividing the NAVD 88
 AG0099.geopotential number by the normal gravity value computed on the
 AG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0099.degrees latitude (g = 980.6199 gals.).
 AG0099
 AG0099.The modeled gravity was interpolated from observed gravity values.
 AG0099
 AG0099;                    North         East    Units  Estimated Accuracy
 AG0099;SPC FL W     -   374,310.      128,690.      MT  (+/- 180 meters Scaled)
 AG0099
 AG0099                          SUPERSEDED SURVEY CONTROL
 AG0099
 AG0099  NGVD 29 (??/??/92)    4.853  (m)           15.92   (f) ADJ UNCH    2 2
 AG0099
 AG0099.Superseded values are not recommended for survey control.
 AG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0099.See file dsdata.txt to determine how the superseded data were derived.
 AG0099
 AG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL301662(NAD 83)
 AG0099_MARKER: DD = SURVEY DISK
 AG0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0099_SP_SET: CURB
 AG0099_STAMPING: 194
 AG0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0099
 AG0099  HISTORY     - Date     Condition        Report By
 AG0099  HISTORY     - UNK      MONUMENTED       FLHD
 AG0099  HISTORY     - 1975     GOOD             FLDT
 AG0099  HISTORY     - 20000130 GOOD             USPSQD
 AG0099
 AG0099                          STATION DESCRIPTION
 AG0099
 AG0099'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0099'AT ST PETERSBURG.
 AG0099'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET) AND
 AG0099'54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY ON PINELLAS BAYWAY
 AG0099'FOR 2.85 MILE TO A BASCULE BRIDGE.  STATION ON LEFT, 23.9 FT. WEST
 AG0099'OF THE EAST ABUTMENT OF BRIDGE, 14.0 FT. SOUTH OF THE CENTERLINE
 AG0099'OF THE BRIDGE.  SET IN TOP OF THE CONCRETE CURB.  SECTION 8, T 32S,
 AG0099'R 16E
 AG0099
 AG0099                          STATION RECOVERY (2000)
 AG0099
 AG0099'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2468 ***********************************************************************
 AD2468  DESIGNATION -  19.40
 AD2468  PID         -  AD2468
 AD2468  STATE/COUNTY-  FL/BROWARD
 AD2468  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2468
 AD2468                         *CURRENT SURVEY CONTROL
 AD2468  ___________________________________________________________________
 AD2468* NAD 83(1986)-  26 03 34.     (N)    080 08 37.     (W)     SCALED    
 AD2468* NAVD 88     -         5.425  (meters)      17.80   (feet)  ADJUSTED  
 AD2468  ___________________________________________________________________
 AD2468  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AD2468  DYNAMIC HT  -           5.416 (meters)      17.77  (feet)  COMP
 AD2468  MODELED GRAV-     979,053.4   (mgal)                       NAVD 88
 AD2468
 AD2468  VERT ORDER  -  FIRST     CLASS II
 AD2468
 AD2468.The horizontal coordinates were scaled from a topographic map and have
 AD2468.an estimated accuracy of +/- 6 seconds.
 AD2468
 AD2468.The orthometric height was determined by differential leveling
 AD2468.and adjusted by the National Geodetic Survey in June 1991..
 AD2468
 AD2468.The geoid height was determined by GEOID03.
 AD2468
 AD2468.The dynamic height is computed by dividing the NAVD 88
 AD2468.geopotential number by the normal gravity value computed on the
 AD2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2468.degrees latitude (g = 980.6199 gals.).
 AD2468
 AD2468.The modeled gravity was interpolated from observed gravity values.
 AD2468
 AD2468;                    North         East    Units  Estimated Accuracy
 AD2468;SPC FL E     -   191,480.      285,690.      MT  (+/- 180 meters Scaled)
 AD2468
 AD2468                          SUPERSEDED SURVEY CONTROL
 AD2468
 AD2468  NGVD 29 (09/01/92)    5.915  (m)           19.41   (f) ADJUSTED    1 2
 AD2468
 AD2468.Superseded values are not recommended for survey control.
 AD2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2468.See file dsdata.txt to determine how the superseded data were derived.
 AD2468
 AD2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ856825(NAD 83)
 AD2468_MARKER: DD = SURVEY DISK
 AD2468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2468_SP_SET: WINGWALL
 AD2468_STAMPING: 19.40
 AD2468_MARK LOGO: FLDT  
 AD2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2468+STABILITY: SURFACE MOTION
 AD2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2468+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 AD2468
 AD2468  HISTORY     - Date     Condition        Report By
 AD2468  HISTORY     - UNK      MONUMENTED       FLHD
 AD2468  HISTORY     - 1965     GOOD             NGS
 AD2468  HISTORY     - 1974     GOOD             NGS
 AD2468  HISTORY     - 1981     GOOD             FLDNR
 AD2468  HISTORY     - 19901220 GOOD             NGS
 AD2468  HISTORY     - 19980313 GOOD             USPSQD
 AD2468  HISTORY     - 20030224 GOOD             USPSQD
 AD2468
 AD2468                          STATION DESCRIPTION
 AD2468
 AD2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2468'2.6 MI S FROM FORT LAUDERDALE.
 AD2468'ABOUT 2.65 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2468'THE STATION AT FORT LAUDERDALE, IN SECTION 34, R 42 E, T 50 S,
 AD2468'0.4 MILE SOUTH OF MILEPOST 34, NEAR RAILWAY TRESTLE 345+41, SET
 AD2468'ON THE TOP OF THE NORTHWEST CONCRETE WINGWALL OF A U.S. HIGHWAY 1
 AD2468'BRIDGE OVER DANIA CUT-OFF CANAL, 116.5 FEET EAST OF THE EAST RAIL,
 AD2468'5.4 FEET WEST OF THE WEST CURB OF THE HIGHWAY AND ABOUT 3 FEET
 AD2468'ABOVE THE LEVEL OF THE HIGHWAY.
 AD2468
 AD2468                          STATION RECOVERY (1974)
 AD2468
 AD2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2468'RECOVERED IN GOOD CONDITION.
 AD2468
 AD2468                          STATION RECOVERY (1981)
 AD2468
 AD2468'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2468'RECOVERED IN GOOD CONDITION.
 AD2468
 AD2468                          STATION RECOVERY (1990)
 AD2468
 AD2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD2468'IN DANIA, AT THE INTERSECTION OF OLD GRIFFAN ROAD AND U.S. HIGHWAY
 AD2468'1, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE NORTH
 AD2468'CONCRETE WINGWALL OF THE HIGHWAY BRIDGE SPANNING THE DANIA CUT-OFF
 AD2468'CANAL, 40.3 M (132.2 FT) NORTH OF THE ROAD CENTERLINE, 6.5 M (21.3
 AD2468'FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 AD2468'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD2468
 AD2468                          STATION RECOVERY (1998)
 AD2468
 AD2468'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2468'RECOVERED IN GOOD CONDITION.
 AD2468
 AD2468                          STATION RECOVERY (2003)
 AD2468
 AD2468'RECOVERY NOTE BY US POWER SQUADRON 2003 (AM)
 AD2468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9102 ***********************************************************************
 DE9102  DESIGNATION -  19.5 300 G
 DE9102  PID         -  DE9102
 DE9102  STATE/COUNTY-  FL/MANATEE
 DE9102  USGS QUAD   -  KEENTOWN (1987)
 DE9102
 DE9102                         *CURRENT SURVEY CONTROL
 DE9102  ___________________________________________________________________
 DE9102* NAD 83(1986)-  27 34 50.     (N)    082 11 24.     (W)     SCALED    
 DE9102* NAVD 88     -        32.927  (meters)     108.03   (feet)  ADJUSTED  
 DE9102  ___________________________________________________________________
 DE9102  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DE9102  DYNAMIC HT  -          32.878 (meters)     107.87  (feet)  COMP
 DE9102  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 DE9102
 DE9102  VERT ORDER  -  SECOND    CLASS I
 DE9102
 DE9102.The horizontal coordinates were scaled from a topographic map and have
 DE9102.an estimated accuracy of +/- 6 seconds.
 DE9102
 DE9102.The orthometric height was determined by differential leveling
 DE9102.and adjusted by the National Geodetic Survey in May 2004..
 DE9102
 DE9102.The geoid height was determined by GEOID03.
 DE9102
 DE9102.The dynamic height is computed by dividing the NAVD 88
 DE9102.geopotential number by the normal gravity value computed on the
 DE9102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9102.degrees latitude (g = 980.6199 gals.).
 DE9102
 DE9102.The modeled gravity was interpolated from observed gravity values.
 DE9102
 DE9102;                    North         East    Units  Estimated Accuracy
 DE9102;SPC FL W     -   359,750.      181,240.      MT  (+/- 180 meters Scaled)
 DE9102
 DE9102                          SUPERSEDED SURVEY CONTROL
 DE9102
 DE9102.No superseded survey control is available for this station.
 DE9102
 DE9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL825513(NAD 83)
 DE9102_MARKER: DD = SURVEY DISK
 DE9102_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9102+WITH SETTING: INFORMATION.
 DE9102_STAMPING: 19.5-300G LB 262
 DE9102_MARK LOGO: GULFST
 DE9102_PROJECTION: RECESSED 8 CENTIMETERS
 DE9102_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9102+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE9102
 DE9102  HISTORY     - Date     Condition        Report By
 DE9102  HISTORY     - UNK      MONUMENTED       GULFST
 DE9102  HISTORY     - 20020529 GOOD             FLDEP
 DE9102
 DE9102                          STATION DESCRIPTION
 DE9102
 DE9102'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9102'THE MARK IS ABOUT 14.75 MI EAST OF PARRISH, IN SECTION 27, TOWNSHIP 33
 DE9102'SOUTH, RANGE 21
 DE9102'EAST.
 DE9102' 
 DE9102'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9102'62 IN PARRISH, GO
 DE9102'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9102'ON THE LEFT,
 DE9102'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9102'ROAD ON THE LEFT,
 DE9102'CONTINUE EAST ON STATE ROAD 62 FOR 6.45 MI TO THE JUNCTION OF KEEN
 DE9102'CEMETERY ROAD ON THE
 DE9102'LEFT AND MARK ON THE RIGHT, A ROD AND DISC SET IN CONCRETE WITH A
 DE9102'METAL FLANGED ACCESS
 DE9102'COVER, FLUSH WITH THE GROUND AND ABOUT 0.3 FT BELOW THE LEVEL OF STATE
 DE9102'ROAD 62, THE
 DE9102'DISC IS RECESSED 0.3 FT BELOW THE LEVEL OF THE ACCESS COVER.
 DE9102' 
 DE9102'LOCATED 84.7 FT EAST-SOUTHEAST OF POWER POLE NUMBER 206, 59.3 FT
 DE9102'WEST-SOUTHWEST OF
 DE9102'POWER POLE 16-220A, 59.1 FT SOUTH OF THE APPROXIMATE CENTER OF THE
 DE9102'JUNCTION OF KEEN
 DE9102'CEMETERY ROAD AND STATE ROAD 62, 47.7 FT SOUTH OF THE APPROXIMATE
 DE9102'CENTERLINE OF STATE
 DE9102'ROAD 62, 35.9 FT SOUTH OF THE EDGE OF THE PAVEMENT OF STATE ROAD 62
 DE9102'AND 1.0 FT NORTH OF A
 DE9102'CARSONITE WITNESS POST.
 DE9102'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0100 ***********************************************************************
 AG0100  DESIGNATION -  195 FLHD
 AG0100  PID         -  AG0100
 AG0100  STATE/COUNTY-  FL/PINELLAS
 AG0100  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0100
 AG0100                         *CURRENT SURVEY CONTROL
 AG0100  ___________________________________________________________________
 AG0100* NAD 83(1986)-  27 42 31.     (N)    082 43 53.     (W)     SCALED    
 AG0100* NAVD 88     -         4.558  (meters)      14.95   (feet)  ADJUSTED  
 AG0100  ___________________________________________________________________
 AG0100  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0100  DYNAMIC HT  -           4.551 (meters)      14.93  (feet)  COMP
 AG0100  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 AG0100
 AG0100  VERT ORDER  -  SECOND    CLASS II
 AG0100
 AG0100.The horizontal coordinates were scaled from a topographic map and have
 AG0100.an estimated accuracy of +/- 6 seconds.
 AG0100
 AG0100.The orthometric height was determined by differential leveling
 AG0100.and adjusted by the National Geodetic Survey in June 1991..
 AG0100
 AG0100.The geoid height was determined by GEOID03.
 AG0100
 AG0100.The dynamic height is computed by dividing the NAVD 88
 AG0100.geopotential number by the normal gravity value computed on the
 AG0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0100.degrees latitude (g = 980.6199 gals.).
 AG0100
 AG0100.The modeled gravity was interpolated from observed gravity values.
 AG0100
 AG0100;                    North         East    Units  Estimated Accuracy
 AG0100;SPC FL W     -   374,130.      127,870.      MT  (+/- 180 meters Scaled)
 AG0100
 AG0100                          SUPERSEDED SURVEY CONTROL
 AG0100
 AG0100  NGVD 29 (??/??/92)    4.843  (m)           15.89   (f) ADJ UNCH    2 2
 AG0100
 AG0100.Superseded values are not recommended for survey control.
 AG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0100.See file dsdata.txt to determine how the superseded data were derived.
 AG0100
 AG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL292661(NAD 83)
 AG0100_MARKER: DD = SURVEY DISK
 AG0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0100_SP_SET: CURB
 AG0100_STAMPING: 195
 AG0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0100+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 AG0100
 AG0100  HISTORY     - Date     Condition        Report By
 AG0100  HISTORY     - UNK      MONUMENTED       FLHD
 AG0100  HISTORY     - 1975     GOOD             FLDT
 AG0100  HISTORY     - 19990202 GOOD             USPSQD
 AG0100  HISTORY     - 20000130 GOOD             USPSQD
 AG0100  HISTORY     - 20010302 GOOD             USPSQD
 AG0100  HISTORY     - 20010331 GOOD             NGS
 AG0100
 AG0100                          STATION DESCRIPTION
 AG0100
 AG0100'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0100'AT ST PETERSBURG.
 AG0100'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG0100'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY ON PINELLAS
 AG0100'BAYWAY FOR 3.35 MILE TO THE SW CORNER OF A BASCULE BRIDGE.
 AG0100'STATION ON LEFT, 24.0 FT. EAST OF THE BRIDGE ABUTMENT, 14.0 FT.
 AG0100'SOUTH OF THE CENTERLINE OF THE BRIDGE.  SET IN TOP OF THE CONCRETE
 AG0100'CURB.  SECTION 7, T 32S, R 16E
 AG0100
 AG0100                          STATION RECOVERY (1999)
 AG0100
 AG0100'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0100'RECOVERED IN GOOD CONDITION.
 AG0100
 AG0100                          STATION RECOVERY (2000)
 AG0100
 AG0100'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0100'RECOVERED IN GOOD CONDITION.
 AG0100
 AG0100                          STATION RECOVERY (2001)
 AG0100
 AG0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0100'RECOVERED IN GOOD CONDITION.
 AG0100
 AG0100                          STATION RECOVERY (2001)
 AG0100
 AG0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0100'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1041 ***********************************************************************
 BG1041  DESIGNATION -  195 FORT WALTON
 BG1041  PID         -  BG1041
 BG1041  STATE/COUNTY-  FL/OKALOOSA
 BG1041  USGS QUAD   -  HOLT SW (1976)
 BG1041
 BG1041                         *CURRENT SURVEY CONTROL
 BG1041  ___________________________________________________________________
 BG1041* NAD 83(1986)-  30 31 25.     (N)    086 42 11.     (W)     SCALED    
 BG1041* NAVD 88     -        38.895  (meters)     127.61   (feet)  ADJUSTED  
 BG1041  ___________________________________________________________________
 BG1041  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BG1041  DYNAMIC HT  -          38.845 (meters)     127.44  (feet)  COMP
 BG1041  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 BG1041
 BG1041  VERT ORDER  -  SECOND    CLASS 0
 BG1041
 BG1041.The horizontal coordinates were scaled from a topographic map and have
 BG1041.an estimated accuracy of +/- 6 seconds.
 BG1041
 BG1041.The orthometric height was determined by differential leveling
 BG1041.and adjusted by the National Geodetic Survey in June 1991..
 BG1041
 BG1041.The geoid height was determined by GEOID03.
 BG1041
 BG1041.The dynamic height is computed by dividing the NAVD 88
 BG1041.geopotential number by the normal gravity value computed on the
 BG1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1041.degrees latitude (g = 980.6199 gals.).
 BG1041
 BG1041.The modeled gravity was interpolated from observed gravity values.
 BG1041
 BG1041;                    North         East    Units  Estimated Accuracy
 BG1041;SPC FL N     -   170,930.      388,580.      MT  (+/- 180 meters Scaled)
 BG1041
 BG1041                          SUPERSEDED SURVEY CONTROL
 BG1041
 BG1041  NGVD 29 (??/??/92)   39.01   (m)          128.0    (f) COMPUTED    2 0
 BG1041
 BG1041.Superseded values are not recommended for survey control.
 BG1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1041.See file dsdata.txt to determine how the superseded data were derived.
 BG1041
 BG1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU284768(NAD 83)
 BG1041_MARKER: DD = SURVEY DISK
 BG1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1041_STAMPING: 195
 BG1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1041+STABILITY: SURFACE MOTION
 BG1041
 BG1041  HISTORY     - Date     Condition        Report By
 BG1041  HISTORY     - UNK      MONUMENTED       DOD
 BG1041  HISTORY     - 1953     GOOD             NGS
 BG1041
 BG1041                          STATION DESCRIPTION
 BG1041
 BG1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1041'17.2 MI NW FROM FORT WALTON.
 BG1041'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1041'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES NORTHWEST
 BG1041'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 BG1041'A SURFACED ROAD, ABOUT 6.6 MILES NORTHWEST AND WEST ALONG GRADED
 BG1041'ROAD NO. 234, THENCE ABOUT 1.05 MILES NORTH ALONG SAND ROAD NO. 55,
 BG1041'THENCE ABOUT 0.6 MILE SOUTHWEST ALONG AN IMPROVED ROAD, 882 FEET
 BG1041'SOUTHWEST OF WEST CORNER OF CONCRETE FOUNDATION OF AN OBSERVATION
 BG1041'TOWER, 42 FEET SOUTH OF CENTER OF AN EAST-WEST SAND ROAD, IN
 BG1041'APPROXIMATE CENTER OF A CLEARING EXTENDING SOUTHWEST FROM TOWER
 BG1041'TO A TARGET, BETWEEN TWO WHITE WOODEN WITNESS POSTS, AND SET IN
 BG1041'THE TOP OF A 5-INCH CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0101 ***********************************************************************
 AG0101  DESIGNATION -  196 FLHD
 AG0101  PID         -  AG0101
 AG0101  STATE/COUNTY-  FL/PINELLAS
 AG0101  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0101
 AG0101                         *CURRENT SURVEY CONTROL
 AG0101  ___________________________________________________________________
 AG0101* NAD 83(1986)-  27 42 37.     (N)    082 44 05.     (W)     SCALED    
 AG0101* NAVD 88     -         0.989  (meters)       3.24   (feet)  ADJUSTED  
 AG0101  ___________________________________________________________________
 AG0101  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0101  DYNAMIC HT  -           0.987 (meters)       3.24  (feet)  COMP
 AG0101  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 AG0101
 AG0101  VERT ORDER  -  SECOND    CLASS II
 AG0101
 AG0101.The horizontal coordinates were scaled from a topographic map and have
 AG0101.an estimated accuracy of +/- 6 seconds.
 AG0101
 AG0101.The orthometric height was determined by differential leveling
 AG0101.and adjusted by the National Geodetic Survey in June 1991..
 AG0101
 AG0101.The geoid height was determined by GEOID03.
 AG0101
 AG0101.The dynamic height is computed by dividing the NAVD 88
 AG0101.geopotential number by the normal gravity value computed on the
 AG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0101.degrees latitude (g = 980.6199 gals.).
 AG0101
 AG0101.The modeled gravity was interpolated from observed gravity values.
 AG0101
 AG0101;                    North         East    Units  Estimated Accuracy
 AG0101;SPC FL W     -   374,320.      127,540.      MT  (+/- 180 meters Scaled)
 AG0101
 AG0101                          SUPERSEDED SURVEY CONTROL
 AG0101
 AG0101  NGVD 29 (??/??/92)    1.272  (m)            4.17   (f) ADJ UNCH    2 2
 AG0101
 AG0101.Superseded values are not recommended for survey control.
 AG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0101.See file dsdata.txt to determine how the superseded data were derived.
 AG0101
 AG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL289663(NAD 83)
 AG0101_MARKER: DD = SURVEY DISK
 AG0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0101_SP_SET: SEAWALL
 AG0101_STAMPING: 196
 AG0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0101+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 AG0101
 AG0101  HISTORY     - Date     Condition        Report By
 AG0101  HISTORY     - UNK      MONUMENTED       FLHD
 AG0101  HISTORY     - 1975     GOOD             FLDT
 AG0101  HISTORY     - 19990202 GOOD             USPSQD
 AG0101  HISTORY     - 20000130 GOOD             USPSQD
 AG0101  HISTORY     - 20010302 GOOD             USPSQD
 AG0101  HISTORY     - 20010331 GOOD             NGS
 AG0101
 AG0101                          STATION DESCRIPTION
 AG0101
 AG0101'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0101'AT ST PETERSBURG BEACH.
 AG0101'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG0101'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY ON
 AG0101'PINELLAS BAYWAY FOR 3.75 MILE TO THE T JUNCTION OF E. MARITANA
 AG0101'DRIVE.  STATION ON RIGHT, 71.2 FT. N/NE OF THE CENTERLINE OF
 AG0101'PINELLAS BAYWAY, 68.0 FT. EAST OF THE CENTERLINE OF E. MARITANA
 AG0101'DRIVE, 27.5 FT. EAST OF THE WEST END OF CONCRETE SEAWALL.  SET IN
 AG0101'TOP OF A CONCRETE SEAWALL.  SECTION 7, T 32S, R 16E
 AG0101
 AG0101                          STATION RECOVERY (1999)
 AG0101
 AG0101'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0101'RECOVERED IN GOOD CONDITION.
 AG0101
 AG0101                          STATION RECOVERY (2000)
 AG0101
 AG0101'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0101'RECOVERED IN GOOD CONDITION.
 AG0101
 AG0101                          STATION RECOVERY (2001)
 AG0101
 AG0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0101'RECOVERED IN GOOD CONDITION.
 AG0101
 AG0101                          STATION RECOVERY (2001)
 AG0101
 AG0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2438 ***********************************************************************
 AD2438  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2438  DESIGNATION -  19.65
 AD2438  PID         -  AD2438
 AD2438  STATE/COUNTY-  FL/BROWARD
 AD2438  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2438
 AD2438                         *CURRENT SURVEY CONTROL
 AD2438  ___________________________________________________________________
 AD2438* NAD 83(1986)-  26 04 52.     (N)    080 06 39.     (W)     SCALED    
 AD2438* NAVD 88     -         5.432  (meters)      17.82   (feet)  ADJUSTED  
 AD2438  ___________________________________________________________________
 AD2438  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD2438  DYNAMIC HT  -           5.423 (meters)      17.79  (feet)  COMP
 AD2438  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 AD2438
 AD2438  VERT ORDER  -  SECOND    CLASS 0
 AD2438
 AD2438.The horizontal coordinates were scaled from a topographic map and have
 AD2438.an estimated accuracy of +/- 6 seconds.
 AD2438
 AD2438.The orthometric height was determined by differential leveling
 AD2438.and adjusted by the National Geodetic Survey in June 1991..
 AD2438
 AD2438.This Tidal Bench Mark is designated as VM 5712
 AD2438.by the Center for Operational Oceanographic Products and Services.
 AD2438
 AD2438.The geoid height was determined by GEOID03.
 AD2438
 AD2438.The dynamic height is computed by dividing the NAVD 88
 AD2438.geopotential number by the normal gravity value computed on the
 AD2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2438.degrees latitude (g = 980.6199 gals.).
 AD2438
 AD2438.The modeled gravity was interpolated from observed gravity values.
 AD2438
 AD2438;                    North         East    Units  Estimated Accuracy
 AD2438;SPC FL E     -   193,900.      288,960.      MT  (+/- 180 meters Scaled)
 AD2438
 AD2438                          SUPERSEDED SURVEY CONTROL
 AD2438
 AD2438  NGVD 29 (09/01/92)    5.915  (m)           19.41   (f) ADJUSTED    2 0
 AD2438
 AD2438.Superseded values are not recommended for survey control.
 AD2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2438.See file dsdata.txt to determine how the superseded data were derived.
 AD2438
 AD2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ889849(NAD 83)
 AD2438_MARKER: DD = SURVEY DISK
 AD2438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2438_SP_SET: BRIDGE BANNISTER
 AD2438_STAMPING: 19.65
 AD2438_MARK LOGO: FLHD  
 AD2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2438
 AD2438  HISTORY     - Date     Condition        Report By
 AD2438  HISTORY     - UNK      MONUMENTED       FLHD
 AD2438  HISTORY     - 1970     GOOD             NGS
 AD2438  HISTORY     - 1973     GOOD             NGS
 AD2438  HISTORY     - 1981     GOOD             FLDNR
 AD2438  HISTORY     - 1986     GOOD             FLDNR
 AD2438  HISTORY     - 1988     GOOD             USPSQD
 AD2438  HISTORY     - 1990     GOOD             USPSQD
 AD2438  HISTORY     - 1990     GOOD             USPSQD
 AD2438  HISTORY     - 1991     GOOD             USPSQD
 AD2438  HISTORY     - 19980313 MARK NOT FOUND   USPSQD
 AD2438  HISTORY     - 20041213 GOOD             FLDT
 AD2438
 AD2438                          STATION DESCRIPTION
 AD2438
 AD2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2438'3.9 MI NE FROM DANIA.
 AD2438'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2438'OF U.S. HIGHWAY 1 AT DANIA, THENCE 1.9 MILES NORTH ALONG A BLACK
 AD2438'TOPPED ROAD, SET ON THE TOP OF THE SOUTH END OF THE EAST
 AD2438'BANNISTER OF THE BRIDGE OVER THE FLORIDA EAST COAST CANAL, 20
 AD2438'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.6 FEET NORTH OF THE
 AD2438'SOUTH END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE
 AD2438'ROAD.
 AD2438
 AD2438                          STATION RECOVERY (1973)
 AD2438
 AD2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1981)
 AD2438
 AD2438'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1986)
 AD2438
 AD2438'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1988)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1990)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1990)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1991)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1998)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2438'MARK NOT FOUND.
 AD2438
 AD2438                          STATION RECOVERY (2004)
 AD2438
 AD2438'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD2438'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2452 ***********************************************************************
 AK2452  DESIGNATION -  197 15 31
 AK2452  PID         -  AK2452
 AK2452  STATE/COUNTY-  FL/BREVARD
 AK2452  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2452
 AK2452                         *CURRENT SURVEY CONTROL
 AK2452  ___________________________________________________________________
 AK2452* NAD 83(1986)-  28 27 04.     (N)    080 33 19.     (W)     SCALED    
 AK2452* NAVD 88     -         3.564  (meters)      11.69   (feet)  ADJUSTED  
 AK2452  ___________________________________________________________________
 AK2452  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2452  DYNAMIC HT  -           3.559 (meters)      11.68  (feet)  COMP
 AK2452  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 AK2452
 AK2452  VERT ORDER  -  FIRST     CLASS II
 AK2452
 AK2452.The horizontal coordinates were scaled from a topographic map and have
 AK2452.an estimated accuracy of +/- 6 seconds.
 AK2452
 AK2452.The orthometric height was determined by differential leveling
 AK2452.and adjusted by the National Geodetic Survey in June 1991..
 AK2452
 AK2452.The geoid height was determined by GEOID03.
 AK2452
 AK2452.The dynamic height is computed by dividing the NAVD 88
 AK2452.geopotential number by the normal gravity value computed on the
 AK2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2452.degrees latitude (g = 980.6199 gals.).
 AK2452
 AK2452.The modeled gravity was interpolated from observed gravity values.
 AK2452
 AK2452;                    North         East    Units  Estimated Accuracy
 AK2452;SPC FL E     -   456,280.      243,560.      MT  (+/- 180 meters Scaled)
 AK2452
 AK2452                          SUPERSEDED SURVEY CONTROL
 AK2452
 AK2452  NGVD 29 (??/??/92)    3.949  (m)           12.96   (f) ADJ UNCH    1 2
 AK2452
 AK2452.Superseded values are not recommended for survey control.
 AK2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2452.See file dsdata.txt to determine how the superseded data were derived.
 AK2452
 AK2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2452_MARKER: DB = BENCH MARK DISK
 AK2452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2452_SP_SET: LAUNCH COMPLEX
 AK2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2452
 AK2452  HISTORY     - Date     Condition        Report By
 AK2452  HISTORY     - UNK      MONUMENTED       CGS
 AK2452  HISTORY     - 1962     GOOD             NGS
 AK2452
 AK2452                          STATION DESCRIPTION
 AK2452
 AK2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2452'AT CAPE CANAVERAL.
 AK2452'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2452'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2452'MINUTEMAN LAUNCH COMPLEX, AND 15 FEET SOUTH OF THE CENTER OF
 AK2452'LAUNCH RING 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2453 ***********************************************************************
 AK2453  DESIGNATION -  197 50 31
 AK2453  PID         -  AK2453
 AK2453  STATE/COUNTY-  FL/BREVARD
 AK2453  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2453
 AK2453                         *CURRENT SURVEY CONTROL
 AK2453  ___________________________________________________________________
 AK2453* NAD 83(1986)-  28 27 04.     (N)    080 33 19.     (W)     SCALED    
 AK2453* NAVD 88     -         3.553  (meters)      11.66   (feet)  ADJUSTED  
 AK2453  ___________________________________________________________________
 AK2453  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2453  DYNAMIC HT  -           3.548 (meters)      11.64  (feet)  COMP
 AK2453  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 AK2453
 AK2453  VERT ORDER  -  FIRST     CLASS II
 AK2453
 AK2453.The horizontal coordinates were scaled from a topographic map and have
 AK2453.an estimated accuracy of +/- 6 seconds.
 AK2453
 AK2453.The orthometric height was determined by differential leveling
 AK2453.and adjusted by the National Geodetic Survey in June 1991..
 AK2453
 AK2453.The geoid height was determined by GEOID03.
 AK2453
 AK2453.The dynamic height is computed by dividing the NAVD 88
 AK2453.geopotential number by the normal gravity value computed on the
 AK2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2453.degrees latitude (g = 980.6199 gals.).
 AK2453
 AK2453.The modeled gravity was interpolated from observed gravity values.
 AK2453
 AK2453;                    North         East    Units  Estimated Accuracy
 AK2453;SPC FL E     -   456,280.      243,560.      MT  (+/- 180 meters Scaled)
 AK2453
 AK2453                          SUPERSEDED SURVEY CONTROL
 AK2453
 AK2453  NGVD 29 (??/??/92)    3.938  (m)           12.92   (f) ADJ UNCH    1 2
 AK2453
 AK2453.Superseded values are not recommended for survey control.
 AK2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2453.See file dsdata.txt to determine how the superseded data were derived.
 AK2453
 AK2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2453_MARKER: DB = BENCH MARK DISK
 AK2453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2453_SP_SET: LAUNCH COMPLEX
 AK2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2453
 AK2453  HISTORY     - Date     Condition        Report By
 AK2453  HISTORY     - UNK      MONUMENTED       CGS
 AK2453  HISTORY     - 1962     GOOD             NGS
 AK2453
 AK2453                          STATION DESCRIPTION
 AK2453
 AK2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2453'AT CAPE CANAVERAL.
 AK2453'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2453'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2453'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET SOUTH OF THE CENTER OF
 AK2453'LAUNCH RING 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4069 ***********************************************************************
 AK4069  DESIGNATION -  197 50 32
 AK4069  PID         -  AK4069
 AK4069  STATE/COUNTY-  FL/BREVARD
 AK4069  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK4069
 AK4069                         *CURRENT SURVEY CONTROL
 AK4069  ___________________________________________________________________
 AK4069* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK4069* NAVD 88     -         3.54   (+/-2cm)      11.6    (feet)  VERTCON   
 AK4069  ___________________________________________________________________
 AK4069  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK4069
 AK4069  VERT ORDER  -  ? (See Below)
 AK4069
 AK4069.The horizontal coordinates were scaled from a topographic map and have
 AK4069.an estimated accuracy of +/- 6 seconds.
 AK4069
 AK4069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK4069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK4069.The vertical order pertains to the NGVD 29 superseded value.
 AK4069
 AK4069.The geoid height was determined by GEOID03.
 AK4069
 AK4069;                    North         East    Units  Estimated Accuracy
 AK4069;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK4069
 AK4069                          SUPERSEDED SURVEY CONTROL
 AK4069
 AK4069  NGVD 29 (??/??/92)    3.922  (m)           12.87   (f) ADJ UNCH    ?  
 AK4069
 AK4069.Superseded values are not recommended for survey control.
 AK4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4069.See file dsdata.txt to determine how the superseded data were derived.
 AK4069
 AK4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK4069_MARKER: DB = BENCH MARK DISK
 AK4069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK4069_SP_SET: LAUNCH COMPLEX
 AK4069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK4069
 AK4069  HISTORY     - Date     Condition        Report By
 AK4069  HISTORY     - UNK      MONUMENTED       CGS
 AK4069  HISTORY     - 1960     GOOD             NGS
 AK4069
 AK4069                          STATION DESCRIPTION
 AK4069
 AK4069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AK4069'AT CAPE CANAVERAL.
 AK4069'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK4069'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK4069'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET SOUTH OF THE CENTER OF
 AK4069'LAUNCH RING 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0102 ***********************************************************************
 AG0102  DESIGNATION -  197 FLHD
 AG0102  PID         -  AG0102
 AG0102  STATE/COUNTY-  FL/PINELLAS
 AG0102  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0102
 AG0102                         *CURRENT SURVEY CONTROL
 AG0102  ___________________________________________________________________
 AG0102* NAD 83(1986)-  27 43 07.     (N)    082 40 47.     (W)     SCALED    
 AG0102* NAVD 88     -         1.709  (meters)       5.61   (feet)  ADJUSTED  
 AG0102  ___________________________________________________________________
 AG0102  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0102  DYNAMIC HT  -           1.707 (meters)       5.60  (feet)  COMP
 AG0102  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 AG0102
 AG0102  VERT ORDER  -  SECOND    CLASS II
 AG0102
 AG0102.The horizontal coordinates were scaled from a topographic map and have
 AG0102.an estimated accuracy of +/- 6 seconds.
 AG0102
 AG0102.The orthometric height was determined by differential leveling
 AG0102.and adjusted by the National Geodetic Survey in June 1991..
 AG0102
 AG0102.The geoid height was determined by GEOID03.
 AG0102
 AG0102.The dynamic height is computed by dividing the NAVD 88
 AG0102.geopotential number by the normal gravity value computed on the
 AG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0102.degrees latitude (g = 980.6199 gals.).
 AG0102
 AG0102.The modeled gravity was interpolated from observed gravity values.
 AG0102
 AG0102;                    North         East    Units  Estimated Accuracy
 AG0102;SPC FL W     -   375,210.      132,970.      MT  (+/- 180 meters Scaled)
 AG0102
 AG0102                          SUPERSEDED SURVEY CONTROL
 AG0102
 AG0102  NGVD 29 (??/??/92)    1.995  (m)            6.55   (f) ADJ UNCH    2 2
 AG0102
 AG0102.Superseded values are not recommended for survey control.
 AG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0102.See file dsdata.txt to determine how the superseded data were derived.
 AG0102
 AG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344671(NAD 83)
 AG0102_MARKER: DD = SURVEY DISK
 AG0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0102_SP_SET: CONCRETE INLET
 AG0102_STAMPING: 197
 AG0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0102
 AG0102  HISTORY     - Date     Condition        Report By
 AG0102  HISTORY     - UNK      MONUMENTED       FLHD
 AG0102  HISTORY     - 1976     GOOD             FLDT
 AG0102  HISTORY     - 20040112 MARK NOT FOUND   USPSQD
 AG0102
 AG0102                          STATION DESCRIPTION
 AG0102
 AG0102'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0102'AT ST PETERSBURG.
 AG0102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET
 AG0102'SOUTH) AND PINELLAS BAYWAY (54TH AVE. S./A19A), RUN NORTHERLY ON
 AG0102'U.S. 19 FOR 0.05 MILE.  STATION ON RIGHT, 47.0 FT. EAST OF THE
 AG0102'CENTERLINE OF U.S. 19 5.0 FT. WEST OF A POWER AND LIGHT POLE,
 AG0102'NUMBER 1-84659.  SET IN TOP OF A CONCRETE INLET.  SECTION 2,
 AG0102'T 32S, R 16E
 AG0102
 AG0102                          STATION RECOVERY (2004)
 AG0102
 AG0102'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0102'EXTENSIVE STREET REPAIRS AND WIDENING RENDER THIS INFORMATION INVALID.
 AG0102' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7129 ***********************************************************************
 AG7129  DESIGNATION -  198 C OF SP
 AG7129  PID         -  AG7129
 AG7129  STATE/COUNTY-  FL/PINELLAS
 AG7129  USGS QUAD   -  ST PETERSBURG (1987)
 AG7129
 AG7129                         *CURRENT SURVEY CONTROL
 AG7129  ___________________________________________________________________
 AG7129* NAD 83(1986)-  27 47 57.     (N)    082 43 14.     (W)     SCALED    
 AG7129* NAVD 88     -         5.145  (meters)      16.88   (feet)  ADJUSTED  
 AG7129  ___________________________________________________________________
 AG7129  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7129  DYNAMIC HT  -           5.137 (meters)      16.85  (feet)  COMP
 AG7129  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AG7129
 AG7129  VERT ORDER  -  SECOND    CLASS II
 AG7129
 AG7129.The horizontal coordinates were scaled from a topographic map and have
 AG7129.an estimated accuracy of +/- 6 seconds.
 AG7129
 AG7129.The orthometric height was determined by differential leveling
 AG7129.and adjusted by the National Geodetic Survey in June 1991..
 AG7129
 AG7129.The geoid height was determined by GEOID03.
 AG7129
 AG7129.The dynamic height is computed by dividing the NAVD 88
 AG7129.geopotential number by the normal gravity value computed on the
 AG7129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7129.degrees latitude (g = 980.6199 gals.).
 AG7129
 AG7129.The modeled gravity was interpolated from observed gravity values.
 AG7129
 AG7129;                    North         East    Units  Estimated Accuracy
 AG7129;SPC FL W     -   384,160.      129,000.      MT  (+/- 180 meters Scaled)
 AG7129
 AG7129                          SUPERSEDED SURVEY CONTROL
 AG7129
 AG7129  NGVD 29 (??/??/92)    5.411  (m)           17.75   (f) ADJ UNCH    2 2
 AG7129
 AG7129.Superseded values are not recommended for survey control.
 AG7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7129.See file dsdata.txt to determine how the superseded data were derived.
 AG7129
 AG7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL305761(NAD 83)
 AG7129_MARKER: DD = SURVEY DISK
 AG7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7129_SP_SET: CONCRETE POST
 AG7129_PROJECTION: FLUSH
 AG7129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7129+STABILITY: SURFACE MOTION
 AG7129
 AG7129  HISTORY     - Date     Condition        Report By
 AG7129  HISTORY     - UNK      MONUMENTED       FL2730
 AG7129  HISTORY     - 1977     GOOD             FL-103
 AG7129  HISTORY     - 19980205 GOOD             USPSQD
 AG7129
 AG7129                          STATION DESCRIPTION
 AG7129
 AG7129'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7129'IN ST PETERSBURG.
 AG7129'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7129'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7129'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7129'AVE. N. FOR 5.20 MILES TO THE INTERSECTION OF 62ND ST. N. STATION ON
 AG7129'RIGHT, IN THE N.W. CORNER, 48.1 FT. NORTH OF THE CENTERLINE OF 30TH
 AG7129'AVE. N., 29.8 FT. WEST OF THE CENTERLINE OF 62ND ST. N., 55.9 FT. S.E.
 AG7129'OF THE S.E. CORNER OF A ONE STORY BLOCK HOUSE 3000 62ND ST., 26.5 FT.
 AG7129'N.N.W. OF CONCRETE POWER AND LIGHT POLE 1-68166, 21.3 FT. N.N.E. OF A
 AG7129'FIRE HYDRANT. THE POINT IS AT THE BACK OF BOTH SIDEWALKS. SET IN THE
 AG7129'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NO STAMPING
 AG7129'ON DISK.
 AG7129
 AG7129                          STATION RECOVERY (1998)
 AG7129
 AG7129'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0103 ***********************************************************************
 AG0103  DESIGNATION -  198 FLHD
 AG0103  PID         -  AG0103
 AG0103  STATE/COUNTY-  FL/PINELLAS
 AG0103  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0103
 AG0103                         *CURRENT SURVEY CONTROL
 AG0103  ___________________________________________________________________
 AG0103* NAD 83(1986)-  27 44 01.     (N)    082 40 47.     (W)     SCALED    
 AG0103* NAVD 88     -         5.272  (meters)      17.30   (feet)  ADJUSTED  
 AG0103  ___________________________________________________________________
 AG0103  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG0103  DYNAMIC HT  -           5.264 (meters)      17.27  (feet)  COMP
 AG0103  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AG0103
 AG0103  VERT ORDER  -  SECOND    CLASS II
 AG0103
 AG0103.The horizontal coordinates were scaled from a topographic map and have
 AG0103.an estimated accuracy of +/- 6 seconds.
 AG0103
 AG0103.The orthometric height was determined by differential leveling
 AG0103.and adjusted by the National Geodetic Survey in June 1991..
 AG0103
 AG0103.The geoid height was determined by GEOID03.
 AG0103
 AG0103.The dynamic height is computed by dividing the NAVD 88
 AG0103.geopotential number by the normal gravity value computed on the
 AG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0103.degrees latitude (g = 980.6199 gals.).
 AG0103
 AG0103.The modeled gravity was interpolated from observed gravity values.
 AG0103
 AG0103;                    North         East    Units  Estimated Accuracy
 AG0103;SPC FL W     -   376,880.      132,980.      MT  (+/- 180 meters Scaled)
 AG0103
 AG0103                          SUPERSEDED SURVEY CONTROL
 AG0103
 AG0103  NGVD 29 (??/??/92)    5.553  (m)           18.22   (f) ADJ UNCH    2 2
 AG0103
 AG0103.Superseded values are not recommended for survey control.
 AG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0103.See file dsdata.txt to determine how the superseded data were derived.
 AG0103
 AG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344688(NAD 83)
 AG0103_MARKER: DD = SURVEY DISK
 AG0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0103_SP_SET: CONCRETE INLET
 AG0103_STAMPING: 198
 AG0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0103
 AG0103  HISTORY     - Date     Condition        Report By
 AG0103  HISTORY     - UNK      MONUMENTED       FLHD
 AG0103  HISTORY     - 1976     GOOD             FLDT
 AG0103  HISTORY     - 19980112 GOOD             USPSQD
 AG0103  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 AG0103
 AG0103                          STATION DESCRIPTION
 AG0103
 AG0103'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0103'AT ST PETERSBURG.
 AG0103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET
 AG0103'SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S/A19A), RUN NORTHERLY ON
 AG0103'U.S. 19 FOR 1.05 MILE TO THE INTERSECTION OF 38TH AVENUE SOUTH,
 AG0103'STATION ON RIGHT, IN THE NE CORNER, 45.5 FT. EAST OF THE CENTERLINE
 AG0103'OF U.S. 19, 38.5 FT. NORTH OF THE CENTERLINE OF 38TH AVENUE SOUTH,
 AG0103'5.7 FT. SW OF A POWER/SIGNAL POLE, NUMBER 101435.  SET IN TOP OF A
 AG0103'CONCRETE INLET.  SECTION 35, T 31S, R 16E
 AG0103
 AG0103                          STATION RECOVERY (1998)
 AG0103
 AG0103'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0103'RECOVERED IN GOOD CONDITION.
 AG0103
 AG0103                          STATION RECOVERY (2005)
 AG0103
 AG0103'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG0103'A NEW POWER POLE DATED 7/17/2000 HAS BEEN ERECTED ALONG WITH A NEW
 AG0103'TRAFFIC SIGNAL POLE VERY CLOSE TO THE MARKER LOCATION. I SUSPECT BUT
 AG0103'CANNOT CONFIRM THAT THE MARKER HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0104 ***********************************************************************
 AG0104  DESIGNATION -  199 FLHD
 AG0104  PID         -  AG0104
 AG0104  STATE/COUNTY-  FL/PINELLAS
 AG0104  USGS QUAD   -  ST PETERSBURG (1987)
 AG0104
 AG0104                         *CURRENT SURVEY CONTROL
 AG0104  ___________________________________________________________________
 AG0104* NAD 83(1986)-  27 45 01.     (N)    082 44 23.     (W)     SCALED    
 AG0104* NAVD 88     -         3.041  (meters)       9.98   (feet)  ADJUSTED  
 AG0104  ___________________________________________________________________
 AG0104  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG0104  DYNAMIC HT  -           3.036 (meters)       9.96  (feet)  COMP
 AG0104  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 AG0104
 AG0104  VERT ORDER  -  SECOND    CLASS II
 AG0104
 AG0104.The horizontal coordinates were scaled from a topographic map and have
 AG0104.an estimated accuracy of +/- 6 seconds.
 AG0104
 AG0104.The orthometric height was determined by differential leveling
 AG0104.and adjusted by the National Geodetic Survey in June 1991..
 AG0104
 AG0104.The geoid height was determined by GEOID03.
 AG0104
 AG0104.The dynamic height is computed by dividing the NAVD 88
 AG0104.geopotential number by the normal gravity value computed on the
 AG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0104.degrees latitude (g = 980.6199 gals.).
 AG0104
 AG0104.The modeled gravity was interpolated from observed gravity values.
 AG0104
 AG0104;                    North         East    Units  Estimated Accuracy
 AG0104;SPC FL W     -   378,760.      127,080.      MT  (+/- 180 meters Scaled)
 AG0104
 AG0104                          SUPERSEDED SURVEY CONTROL
 AG0104
 AG0104  NGVD 29 (??/??/92)    3.315  (m)           10.88   (f) ADJ UNCH    2 2
 AG0104
 AG0104.Superseded values are not recommended for survey control.
 AG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0104.See file dsdata.txt to determine how the superseded data were derived.
 AG0104
 AG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285707(NAD 83)
 AG0104_MARKER: DD = SURVEY DISK
 AG0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0104_SP_SET: SIDEWALK
 AG0104_STAMPING: 199
 AG0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0104
 AG0104  HISTORY     - Date     Condition        Report By
 AG0104  HISTORY     - UNK      MONUMENTED       FLHD
 AG0104  HISTORY     - 1976     GOOD             FLDT
 AG0104  HISTORY     - 19980129 GOOD             USPSQD
 AG0104
 AG0104                          STATION DESCRIPTION
 AG0104
 AG0104'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0104'AT SOUTH PASADENA.
 AG0104'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R.
 AG0104'690) AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0104'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 1.05 MILE.  STATION
 AG0104'ON LEFT, ON THE NW CORNER OF THE SOUTH BOUND BRIDGE (COREY
 AG0104'CAUSEWAY).  SET IN TOP OF THE CONCRETE SIDEWALK.  SECTION 30,
 AG0104'T 31S, R 16E
 AG0104
 AG0104                          STATION RECOVERY (1998)
 AG0104
 AG0104'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8153 ***********************************************************************
 AD8153  DESIGNATION -  1990
 AD8153  PID         -  AD8153
 AD8153  STATE/COUNTY-  FL/PALM BEACH
 AD8153  USGS QUAD   -  EAST OF LITTLE CYPRESS SWAMP (1974)
 AD8153
 AD8153                         *CURRENT SURVEY CONTROL
 AD8153  ___________________________________________________________________
 AD8153* NAD 83(1986)-  26 26 05.     (N)    080 48 40.     (W)     SCALED    
 AD8153* NAVD 88     -         4.660  (meters)      15.29   (feet)  ADJUSTED  
 AD8153  ___________________________________________________________________
 AD8153  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AD8153  DYNAMIC HT  -           4.653 (meters)      15.27  (feet)  COMP
 AD8153  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 AD8153
 AD8153  VERT ORDER  -  FIRST     CLASS II
 AD8153
 AD8153.The horizontal coordinates were scaled from a topographic map and have
 AD8153.an estimated accuracy of +/- 6 seconds.
 AD8153
 AD8153.The orthometric height was determined by differential leveling
 AD8153.and adjusted by the National Geodetic Survey in September 1992..
 AD8153
 AD8153.The geoid height was determined by GEOID03.
 AD8153
 AD8153.The dynamic height is computed by dividing the NAVD 88
 AD8153.geopotential number by the normal gravity value computed on the
 AD8153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8153.degrees latitude (g = 980.6199 gals.).
 AD8153
 AD8153.The modeled gravity was interpolated from observed gravity values.
 AD8153
 AD8153;                    North         East    Units  Estimated Accuracy
 AD8153;SPC FL E     -   232,790.      218,840.      MT  (+/- 180 meters Scaled)
 AD8153
 AD8153                          SUPERSEDED SURVEY CONTROL
 AD8153
 AD8153  NGVD 29 (09/01/92)    5.095  (m)           16.72   (f) ADJUSTED    1 2
 AD8153
 AD8153.Superseded values are not recommended for survey control.
 AD8153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8153.See file dsdata.txt to determine how the superseded data were derived.
 AD8153
 AD8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK188238(NAD 83)
 AD8153_MARKER: DD = SURVEY DISK
 AD8153_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8153_SP_SET: BRIDGE ABUTMENT
 AD8153_STAMPING: BM 1990
 AD8153_MARK LOGO: SFLWMD
 AD8153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8153+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 AD8153
 AD8153  HISTORY     - Date     Condition        Report By
 AD8153  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8153  HISTORY     - 19920317 GOOD             NGS
 AD8153  HISTORY     - 19961005 GOOD             FLDEP
 AD8153  HISTORY     - 20041005 GOOD             MCKIM
 AD8153
 AD8153                          STATION DESCRIPTION
 AD8153
 AD8153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8153'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE
 AD8153'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, THENCE
 AD8153'0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, THENCE 14.8 KM (9.20
 AD8153'MI) SOUTHERLY ALONG THE EAST LEVEE ROAD OF THE MIAMI CANAL, AT A
 AD8153'PUMPING STATION, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST END OF
 AD8153'THE NORTH CONCRETE ABUTMENT OF A BRIDGE SPANNING A CANAL, 3.0 M (9.8
 AD8153'FT) WEST OF THE CENTER OF THE ROAD, 0.9 M (3.0 FT) NORTHWEST OF THE
 AD8153'MOST NORTHERLY SUPPORT POST OF A GUARDRAIL, AND 0.2 M (0.7 FT) ABOVE
 AD8153'THE LEVEL OF THE ROAD.
 AD8153
 AD8153                          STATION RECOVERY (1996)
 AD8153
 AD8153'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8153'THE MARK IS ABOUT 23.2 MI (37.3 KM) SOUTH-SOUTHEAST OF CLEWISTON, 19.3
 AD8153'MI (31.1 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN SECTION 2, TOWNSHIP 47
 AD8153'SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE
 AD8153'HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL)
 AD8153'FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY
 AD8153'ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF
 AD8153'ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD
 AD8153'FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT
 AD8153'ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST
 AD8153'SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT
 AD8153'ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 9.25 MI (14.89 KM) TO THE
 AD8153'APPROXIMATE CENTER OF A BRIDGE OVER A PUMPING STATION AND THE MARK ON
 AD8153'THE RIGHT, SET FLUSH IN THE NORTHWEST CORNER OF THE BRIDGE AND ABOUT
 AD8153'0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE BRIDGE. LOCATED 9.8 FT (3.0 M)
 AD8153'WEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD THAT CROSSES THE
 AD8153'BRIDGE, 3.0 FT (0.9 M) NORTHWEST OF THE NORTH END OF THE WEST METAL
 AD8153'GAURDRAIL OF THE BRIDGE AND 0.7 FT (21.3 CM) SOUTH OF A CARSONITE
 AD8153'WITNESS POST.
 AD8153
 AD8153                          STATION RECOVERY (2004)
 AD8153
 AD8153'RECOVERY NOTE BY MCKIM AND CREED 2004 (BRH)
 AD8153' 
 AD8153' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD9131 ***********************************************************************
 AD9131  PACS        -  This is a Primary Airport Control Station.
 AD9131  DESIGNATION -  1J0 A
 AD9131  PID         -  AD9131
 AD9131  STATE/COUNTY-  FL/HOLMES
 AD9131  USGS QUAD   -  CHIPLEY (1994)
 AD9131
 AD9131                         *CURRENT SURVEY CONTROL
 AD9131  ___________________________________________________________________
 AD9131* NAD 83(1999)-  30 50 51.14002(N)    085 36 05.56948(W)     ADJUSTED  
 AD9131* NAVD 88     -        25.29   (meters)      83.0    (feet)  GPS OBS   
 AD9131  ___________________________________________________________________
 AD9131  X           -     420,324.543 (meters)                     COMP
 AD9131  Y           -  -5,464,533.891 (meters)                     COMP
 AD9131  Z           -   3,251,391.895 (meters)                     COMP
 AD9131  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AD9131  ELLIP HEIGHT-          -2.51  (meters)          (05/31/01) GPS OBS
 AD9131  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AD9131
 AD9131  HORZ ORDER  -  B
 AD9131  ELLP ORDER  -  FIFTH     CLASS I
 AD9131
 AD9131.This mark is at Tri County Airport (1J0)
 AD9131
 AD9131.The horizontal coordinates were established by GPS observations
 AD9131.and adjusted by the National Geodetic Survey in May 2001..
 AD9131
 AD9131.The orthometric height was determined by GPS observations and a
 AD9131.high-resolution geoid model.
 AD9131
 AD9131.GPS derived orthometric heights for airport stations designated as
 AD9131.PACS or SACS are published to 2 decimal places.  This maintains
 AD9131.centimeter relative accuracy between the PACS and SACS.  It does
 AD9131.not indicate centimeter accuracy relative to other marks which are
 AD9131.part of the NAVD 88 network.
 AD9131
 AD9131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9131
 AD9131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9131
 AD9131.The ellipsoidal height was determined by GPS observations
 AD9131.and is referenced to NAD 83.
 AD9131
 AD9131.The geoid height was determined by GEOID03.
 AD9131
 AD9131;                    North         East     Units Scale Factor Converg.
 AD9131;SPC FL N     -   205,311.014   494,630.222   MT  1.00001873   -0 33 12.8
 AD9131;SPC FL N     -   673,591.22  1,622,799.32   sFT  1.00001873   -0 33 12.8
 AD9131;UTM  16      - 3,413,542.498   633,723.066   MT  0.99982058   +0 43 01.8
 AD9131
 AD9131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9131!SPC FL N     -   1.00000039  x   1.00001873  =   1.00001912
 AD9131!UTM  16      -   1.00000039  x   0.99982058  =   0.99982097
 AD9131
 AD9131:                Primary Azimuth Mark                     Grid Az
 AD9131:SPC FL N     -  1J0 C                                    020 41 06.5
 AD9131:UTM  16      -  1J0 C                                    019 24 51.9
 AD9131
 AD9131|---------------------------------------------------------------------|
 AD9131| PID    Reference Object                     Distance      Geod. Az  |
 AD9131|                                                           dddmmss.s |
 AD9131| AE8361 1J0 C                               433.595 METERS 0200753.7 |
 AD9131|---------------------------------------------------------------------|
 AD9131
 AD9131                          SUPERSEDED SURVEY CONTROL
 AD9131
 AD9131  NAD 83(1990)-  30 50 51.13965(N)    085 36 05.56843(W) AD(       ) B
 AD9131  ELLIP H (07/14/97)   -2.35   (m)                       GP(       ) 1 1
 AD9131
 AD9131.Superseded values are not recommended for survey control.
 AD9131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9131.See file dsdata.txt to determine how the superseded data were derived.
 AD9131
 AD9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3372313542(NAD 83)
 AD9131_MARKER: I = METAL ROD
 AD9131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9131_STAMPING: 1J0 A 1995
 AD9131_MARK LOGO: NGS   
 AD9131_PROJECTION: FLUSH
 AD9131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9131+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AD9131_ROD/PIPE-DEPTH: 6.1  meters
 AD9131_SLEEVE-DEPTH  : 1 meters
 AD9131
 AD9131  HISTORY     - Date     Condition        Report By
 AD9131  HISTORY     - 1995     MONUMENTED       NGS
 AD9131  HISTORY     - 19951116 GOOD             NGS
 AD9131  HISTORY     - 20010501 GOOD             FLDT
 AD9131
 AD9131                          STATION DESCRIPTION
 AD9131
 AD9131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AD9131'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AD9131'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AD9131'NEAR THE JUNCTION OF THE CONNECTOR TAXIWAY AND THE RUNWAY.  OWNERSHIP
 AD9131'-- TRI COUNTY AIRPORT AUTHORITY, P.O. BOX 756, BONIFAY, FL 32425.
 AD9131'BOARD CHAIRMAIN, CHUCK ANDERSON, PHONE (904) 547-5944.  TO REACH THE
 AD9131'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 79
 AD9131'IN BONIFAY, GO NORTH ON STATE HIGHWAY 79 FOR 1.0 MI (1.6 KM) TO AN
 AD9131'INTERSECTION.  TURN RIGHT AND GO EASTERLY FOLLOWING HOLMES COUNTY ROAD
 AD9131'173 FOR 4.45 MI (7.16 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 AD9131'EASTERLY ON COUNTY ROAD 162 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD
 AD9131'INTERSECTION.  TURN RIGHT AND GO SOUTHERLY FOLLOWING THE DIRT ROAD FOR
 AD9131'0.45 MI (0.72 KM) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 AD9131'EAST-SOUTHEAST ON THE AIRPORT ENTRANCE ROAD (PASSING THROUGH GATE) FOR
 AD9131'FOR 0.1 MI (0.2 KM) TO THE APRON.  BEAR LEFT AND GO EAST ON THE APRON,
 AD9131'THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AD9131'RIGHT JUST BEFORE REACHING THE RUNWAY.  THE STATION IS 160.1 FT (48.8
 AD9131'M) WEST OF THE RUNWAY CENTER, 92.0 FT (28.0 M) SOUTHWEST OF THE SECOND
 AD9131'TAXIWAY LIGHT, 78.5 FT (23.9 M) SOUTH OF THE TAXIWAY CENTER, 62.4 FT
 AD9131'(19.0 M) SOUTHEAST OF THE THIRD TAXIWAY LIGHT AND 1.3 FT (0.4 M) NORTH
 AD9131'OF A WITNESS POST.  NOTE -- THE STATION IS AN AREA NAVIGATION APPROACH
 AD9131'PRIMARY AIRPORT CONTROL STATION.  DRL.
 AD9131
 AD9131                          STATION RECOVERY (1995)
 AD9131
 AD9131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AD9131'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AD9131'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AD9131'NEAR THE JUNCTION OF THE CONNECTOR TAXIWAY AND THE RUNWAY.
 AD9131'OWNERSHIP--TRI COUNTY AIRPORT AUTHORITY, PO BOX 756, BONIFAY, FL
 AD9131'32425.  BOARD CHAIRMAIN, CHUCK ANDERSON, PHONE (904) 547-5944.  TO
 AD9131'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 AD9131'HIGHWAY 79 IN BONIFAY, GO NORTH ON STATE HIGHWAY 79 FOR 1.0 MI (1.6
 AD9131'KM) TO A INTERSECTION, TURN RIGHT AND GO EASTERLY FOLLOWING COUNTY
 AD9131'ROAD 173 FOR 4.45 MI (7.16 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND
 AD9131'GO EASTERLY ON COUNTY ROAD 162 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD
 AD9131'INTERSECTION, TURN RIGHT AND GO SOUTHERLY FOLLOWING THE DIRT ROAD FOR
 AD9131'0.45 MI (0.72 KM) TO THE PAVED ROAD ON THE LEFT, TURN LEFT AND GO
 AD9131'EAST-SOUTHEAST ON THE AIRPORT ENTRANCE ROAD (PASSING THROUGH GATE) FOR
 AD9131'FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR LEFT AND GO EAST ON THE APRON,
 AD9131'THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AD9131'RIGHT JUST BEFORE REACHING THE RUNWAY.  THE STATION IS 160.1 FT (48.8
 AD9131'M) WEST OF THE RUNWAY CENTER, 92.0 FT (28.0 M) SOUTHWEST OF THE SECOND
 AD9131'TAXIWAY LIGHT, 78.5 FT (23.9 M) SOUTH OF THE TAXIWAY CENTER, 62.4 FT
 AD9131'(19.0 M) SOUTHEAST OF THE THIRD TAXIWAY LIGHT AND 1.3 FT (0.4 M) NORTH
 AD9131'OF A WITNESS POST.  THE STATION IS TOP CENTER OF A STAINLESS STEEL ROD
 AD9131'DRIVEN TO REFUSAL.THIS IS THE PRIMARY AIRPORT CONTROL STATION.  DRL.
 AD9131
 AD9131                          STATION RECOVERY (2001)
 AD9131
 AD9131'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 AD9131'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE8360 ***********************************************************************
 AE8360  SACS        -  This is a Secondary Airport Control Station.
 AE8360  DESIGNATION -  1J0 B
 AE8360  PID         -  AE8360
 AE8360  STATE/COUNTY-  FL/HOLMES
 AE8360  USGS QUAD   -  CHIPLEY (1994)
 AE8360
 AE8360                         *CURRENT SURVEY CONTROL
 AE8360  ___________________________________________________________________
 AE8360* NAD 83(1999)-  30 50 27.49798(N)    085 36 07.50071(W)     ADJUSTED  
 AE8360* NAVD 88     -        24.84   (meters)      81.5    (feet)  GPS OBS   
 AE8360  ___________________________________________________________________
 AE8360  X           -     420,301.975 (meters)                     COMP
 AE8360  Y           -  -5,464,909.637 (meters)                     COMP
 AE8360  Z           -   3,250,766.554 (meters)                     COMP
 AE8360  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AE8360  ELLIP HEIGHT-          -2.96  (meters)          (01/29/02) GPS OBS
 AE8360  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AE8360
 AE8360  HORZ ORDER  -  FIRST
 AE8360  ELLP ORDER  -  FOURTH    CLASS II
 AE8360
 AE8360.This mark is at Tri County Airport (1J0)
 AE8360
 AE8360.The horizontal coordinates were established by GPS observations
 AE8360.and adjusted by the National Geodetic Survey in January 2002..
 AE8360
 AE8360.The orthometric height was determined by GPS observations and a
 AE8360.high-resolution geoid model.
 AE8360
 AE8360.GPS derived orthometric heights for airport stations designated as
 AE8360.PACS or SACS are published to 2 decimal places.  This maintains
 AE8360.centimeter relative accuracy between the PACS and SACS.  It does
 AE8360.not indicate centimeter accuracy relative to other marks which are
 AE8360.part of the NAVD 88 network.
 AE8360
 AE8360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8360
 AE8360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8360
 AE8360.The ellipsoidal height was determined by GPS observations
 AE8360.and is referenced to NAD 83.
 AE8360
 AE8360.The geoid height was determined by GEOID03.
 AE8360
 AE8360;                    North         East     Units Scale Factor Converg.
 AE8360;SPC FL N     -   204,583.443   494,571.871   MT  1.00001738   -0 33 13.8
 AE8360;SPC FL N     -   671,204.18  1,622,607.88   sFT  1.00001738   -0 33 13.8
 AE8360;UTM  16      - 3,412,813.956   633,680.871   MT  0.99982044   +0 43 00.3
 AE8360
 AE8360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8360!SPC FL N     -   1.00000046  x   1.00001738  =   1.00001784
 AE8360!UTM  16      -   1.00000046  x   0.99982044  =   0.99982090
 AE8360
 AE8360                          SUPERSEDED SURVEY CONTROL
 AE8360
 AE8360  NAD 83(1990)-  30 50 27.49761(N)    085 36 07.49966(W) AD(       ) 1
 AE8360  ELLIP H (03/27/98)   -2.80   (m)                       GP(       ) 4 2
 AE8360
 AE8360.Superseded values are not recommended for survey control.
 AE8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8360.See file dsdata.txt to determine how the superseded data were derived.
 AE8360
 AE8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3368112814(NAD 83)
 AE8360_MARKER: DD = SURVEY DISK
 AE8360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE8360_STAMPING: 1J0 B 1995
 AE8360_MARK LOGO: NGS   
 AE8360_PROJECTION: FLUSH
 AE8360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8360+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AE8360_ROD/PIPE-DEPTH: 1    meters
 AE8360
 AE8360  HISTORY     - Date     Condition        Report By
 AE8360  HISTORY     - 1995     MONUMENTED       NGS
 AE8360  HISTORY     - 20010501 GOOD             FLDT
 AE8360
 AE8360                          STATION DESCRIPTION
 AE8360
 AE8360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8360'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AE8360'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AE8360'NEAR A CONCRETE CULVERT THAT CROSSES UNDER THE RUNWAY NEAR THE
 AE8360'APPROACH END OF RUNWAY 01.  OWNERSHIP--TRI COUNTY AIRPORT AUTHORITY,
 AE8360'PO BOX 756, BONIFAY, FL 32425.  BOARD CHAIRMAIN, CHUCK ANDERSON, PHONE
 AE8360'(904) 547-5944.  TO REACH THE STATION FROM THE INTERSECTION OF US
 AE8360'HIGHWAY 90 AND STATE HIGHWAY 79 IN BONIFAY, GO NORTH ON STATE HIGHWAY
 AE8360'79 FOR 1.0 MI (1.6 KM) TO A INTERSECTION, TURN RIGHT AND GO EASTERLY
 AE8360'FOLLOWING COUNTY ROAD 173 FOR 4.45 MI (7.16 KM) TO A PAVED ROAD RIGHT,
 AE8360'TURN RIGHT AND GO EASTERLY ON COUNTY ROAD 162 FOR 2.15 MI (3.46 KM) TO
 AE8360'A DIRT ROAD INTERSECTION, TURN RIGHT AND GO SOUTHERLY FOLLOWING THE
 AE8360'DIRT ROAD FOR 0.45 MI (0.72 KM) TO THE PAVED ROAD ON THE LEFT, TURN
 AE8360'LEFT AND GO EAST-SOUTHEAST ON THE AIRPORT ENTRANCE ROAD (PASSING
 AE8360'THROUGH GATE) FOR FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR LEFT AND GO
 AE8360'EAST ON THE APRON, THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 AE8360'RUNWAY, TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.45 MI (0.72 KM) TO
 AE8360'THE STATION ON THE LEFT.  THE STATION IS A 1 M (3.3 FT) FENO MARK WITH
 AE8360'LOGO CAP, 74.8 FT (22.8 M) EAST OF THE RUNWAY CENTER, 44.8 FT (13.7 M)
 AE8360'SOUTH-SOUTHEAST OF THE 2ND CLEAR RUNWAY LIGHT, 40.4 FT (12.3 M)
 AE8360'WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT HEADWALL AND 4.2
 AE8360'FT (1.3 M) WEST OF A WITNESS POST.  THIS IS A SECONDARY AIRPORT
 AE8360'CONTROL STATION.  DRL.
 AE8360
 AE8360                          STATION RECOVERY (2001)
 AE8360
 AE8360'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 AE8360'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE8361 ***********************************************************************
 AE8361  SACS        -  This is a Secondary Airport Control Station.
 AE8361  DESIGNATION -  1J0 C
 AE8361  PID         -  AE8361
 AE8361  STATE/COUNTY-  FL/HOLMES
 AE8361  USGS QUAD   -  CHIPLEY (1994)
 AE8361
 AE8361                         *CURRENT SURVEY CONTROL
 AE8361  ___________________________________________________________________
 AE8361* NAD 83(1999)-  30 51 04.35923(N)    085 35 59.95287(W)     ADJUSTED  
 AE8361* NAVD 88     -        25.04   (meters)      82.2    (feet)  GPS OBS   
 AE8361  ___________________________________________________________________
 AE8361  X           -     420,457.311 (meters)                     COMP
 AE8361  Y           -  -5,464,314.098 (meters)                     COMP
 AE8361  Z           -   3,251,741.278 (meters)                     COMP
 AE8361  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AE8361  ELLIP HEIGHT-          -2.75  (meters)          (01/29/02) GPS OBS
 AE8361  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AE8361
 AE8361  HORZ ORDER  -  FIRST
 AE8361  ELLP ORDER  -  FOURTH    CLASS II
 AE8361
 AE8361.This mark is at Tri County Airport (1J0)
 AE8361
 AE8361.The horizontal coordinates were established by GPS observations
 AE8361.and adjusted by the National Geodetic Survey in January 2002..
 AE8361
 AE8361.The orthometric height was determined by GPS observations and a
 AE8361.high-resolution geoid model.
 AE8361
 AE8361.GPS derived orthometric heights for airport stations designated as
 AE8361.PACS or SACS are published to 2 decimal places.  This maintains
 AE8361.centimeter relative accuracy between the PACS and SACS.  It does
 AE8361.not indicate centimeter accuracy relative to other marks which are
 AE8361.part of the NAVD 88 network.
 AE8361
 AE8361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8361
 AE8361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8361
 AE8361.The ellipsoidal height was determined by GPS observations
 AE8361.and is referenced to NAD 83.
 AE8361
 AE8361.The geoid height was determined by GEOID03.
 AE8361
 AE8361;                    North         East     Units Scale Factor Converg.
 AE8361;SPC FL N     -   205,716.665   494,783.385   MT  1.00001949   -0 33 10.0
 AE8361;SPC FL N     -   674,922.09  1,623,301.82   sFT  1.00001949   -0 33 10.0
 AE8361;UTM  16      - 3,413,951.366   633,867.166   MT  0.99982106   +0 43 05.0
 AE8361
 AE8361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8361!SPC FL N     -   1.00000043  x   1.00001949  =   1.00001992
 AE8361!UTM  16      -   1.00000043  x   0.99982106  =   0.99982149
 AE8361
 AE8361:                Primary Azimuth Mark                     Grid Az
 AE8361:SPC FL N     -  1J0 A                                    200 41 06.6
 AE8361:UTM  16      -  1J0 A                                    199 24 51.6
 AE8361
 AE8361|---------------------------------------------------------------------|
 AE8361| PID    Reference Object                     Distance      Geod. Az  |
 AE8361|                                                           dddmmss.s |
 AE8361| AD9131 1J0 A                               433.595 METERS 2000756.6 |
 AE8361|---------------------------------------------------------------------|
 AE8361
 AE8361                          SUPERSEDED SURVEY CONTROL
 AE8361
 AE8361  NAD 83(1990)-  30 51 04.35886(N)    085 35 59.95182(W) AD(       ) 1
 AE8361  ELLIP H (03/27/98)   -2.59   (m)                       GP(       ) 4 2
 AE8361
 AE8361.Superseded values are not recommended for survey control.
 AE8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8361.See file dsdata.txt to determine how the superseded data were derived.
 AE8361
 AE8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3386713951(NAD 83)
 AE8361_MARKER: DD = SURVEY DISK
 AE8361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE8361_STAMPING: 1J0 C 1995
 AE8361_MARK LOGO: NGS   
 AE8361_PROJECTION: FLUSH
 AE8361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8361+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AE8361_ROD/PIPE-DEPTH: 1    meters
 AE8361
 AE8361  HISTORY     - Date     Condition        Report By
 AE8361  HISTORY     - 1995     MONUMENTED       NGS
 AE8361  HISTORY     - 20010501 GOOD             FLDT
 AE8361
 AE8361                          STATION DESCRIPTION
 AE8361
 AE8361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8361'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AE8361'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AE8361'NEAR THE APPROACH END OF RUNWAY 19.  OWNERSHIP--TRI COUNTY AIRPORT
 AE8361'AUTHORITY, PO BOX 756, BONIFAY, FL 32425.  BOARD CHAIRMAIN, CHUCK
 AE8361'ANDERSON, PHONE (904) 547-5944.  TO REACH THE STATION FROM THE
 AE8361'INTERSECTION OF US HIGHWAY 90 AND STATE HIGHWAY 79 IN BONIFAY, GO
 AE8361'NORTH ON STATE HIGHWAY 79 FOR 1.0 MI (1.6 KM) TO A INTERSECTION, TURN
 AE8361'RIGHT AND GO EASTERLY FOLLOWING COUNTY ROAD 173 FOR 4.45 MI (7.16 KM)
 AE8361'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON COUNTY ROAD 162
 AE8361'FOR 2.15 MI (3.46 KM) TO A DIRT ROAD INTERSECTION, TURN RIGHT AND GO
 AE8361'SOUTHERLY FOLLOWING THE DIRT ROAD FOR 0.45 MI (0.72 KM) TO THE PAVED
 AE8361'ROAD ON THE LEFT, TURN LEFT AND GO EAST-SOUTHEAST ON THE AIRPORT
 AE8361'ENTRANCE ROAD (PASSING THROUGH GATE) FOR FOR 0.1 MI (0.2 KM) TO THE
 AE8361'APRON, BEAR LEFT AND GO EAST ON THE APRON, THEN A CONNECTOR TAXIWAY
 AE8361'FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO NORTH ON THE
 AE8361'RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT END AND THE STATION ON
 AE8361'THE RIGHT INLINE WITH THE THREASHOLD LIGHTS.  THE STATION IS 147.1 FT
 AE8361'(44.8 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A VASI LIGHT,
 AE8361'100.1 FT (30.5 M) EAST-NORTHEAST OF THE RUNWAY CENTER AT THE PAVEMENT
 AE8361'END, 50.6 FT (15.4 M) EAST OF THE EASTERNMOST THREASHOLD LIGHT AND 1.5
 AE8361'FT (0.5 M) WEST OF A WITNESS POST.THE STATION IS A FENO ROD AND SURVEY
 AE8361'DISK ENCASED IN A PVC PIPE WITH NGS LOGO CAP.  THIS IS A SECONDARY
 AE8361'AIRPORT CONTROL STATION.  DRL.
 AE8361
 AE8361                          STATION RECOVERY (2001)
 AE8361
 AE8361'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 AE8361'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0457 ***********************************************************************
 BC0457  DESIGNATION -  2
 BC0457  PID         -  BC0457
 BC0457  STATE/COUNTY-  FL/DUVAL
 BC0457  USGS QUAD   -  MAYPORT (1992)
 BC0457
 BC0457                         *CURRENT SURVEY CONTROL
 BC0457  ___________________________________________________________________
 BC0457* NAD 83(1986)-  30 23 38.     (N)    081 25 18.     (W)     SCALED    
 BC0457* NAVD 88     -         0.875  (meters)       2.87   (feet)  ADJUSTED  
 BC0457  ___________________________________________________________________
 BC0457  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BC0457  DYNAMIC HT  -           0.874 (meters)       2.87  (feet)  COMP
 BC0457  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC0457
 BC0457  VERT ORDER  -  FIRST     CLASS II
 BC0457
 BC0457.The horizontal coordinates were scaled from a topographic map and have
 BC0457.an estimated accuracy of +/- 6 seconds.
 BC0457
 BC0457.The orthometric height was determined by differential leveling
 BC0457.and adjusted by the National Geodetic Survey in June 1991..
 BC0457
 BC0457.The geoid height was determined by GEOID03.
 BC0457
 BC0457.The dynamic height is computed by dividing the NAVD 88
 BC0457.geopotential number by the normal gravity value computed on the
 BC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0457.degrees latitude (g = 980.6199 gals.).
 BC0457
 BC0457.The modeled gravity was interpolated from observed gravity values.
 BC0457
 BC0457;                    North         East    Units  Estimated Accuracy
 BC0457;SPC FL E     -   671,610.      159,480.      MT  (+/- 180 meters Scaled)
 BC0457
 BC0457                          SUPERSEDED SURVEY CONTROL
 BC0457
 BC0457  NGVD 29 (??/??/92)    1.21   (m)            4.0    (f) COMPUTED    1 2
 BC0457
 BC0457.Superseded values are not recommended for survey control.
 BC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0457.See file dsdata.txt to determine how the superseded data were derived.
 BC0457
 BC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP594625(NAD 83)
 BC0457_MARKER: DD = SURVEY DISK
 BC0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0457+STABILITY: SURFACE MOTION
 BC0457
 BC0457  HISTORY     - Date     Condition        Report By
 BC0457  HISTORY     - UNK      MONUMENTED       BLM
 BC0457  HISTORY     - 1935     GOOD             NGS
 BC0457  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0457
 BC0457                          STATION DESCRIPTION
 BC0457
 BC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BC0457'AT MAYPORT.
 BC0457'AT MAYPORT, DUVAL COUNTY, 3/4 MILE EAST OF THE INTERSECTION OF
 BC0457'OCEAN STREET AND PALMER AVENUE, 29 FEET EAST AND 24 FEET NORTH
 BC0457'OF THE NORTHEAST CORNER OF THE TWO-STORY SHINGLE HOUSE OWNED IN
 BC0457'1935 BY JOE DANIEL, AND 22 FEET SOUTH OF THE CENTER LINE OF
 BC0457'PALMER AVENUE.  THE HIGHEST POINT ON THE TOP OF A GRANITE POST
 BC0457'PROJECTING 1-1/2 FEET ABOVE GROUND.
 BC0457
 BC0457                          STATION RECOVERY (1970)
 BC0457
 BC0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1144 ***********************************************************************
 AC1144  DESIGNATION -  2
 AC1144  PID         -  AC1144
 AC1144  STATE/COUNTY-  FL/MIAMI-DADE
 AC1144  USGS QUAD   -  HOMESTEAD (1994)
 AC1144
 AC1144                         *CURRENT SURVEY CONTROL
 AC1144  ___________________________________________________________________
 AC1144* NAD 83(1986)-  25 25 10.     (N)    080 28 25.     (W)     SCALED    
 AC1144* NAVD 88     -         0.608  (meters)       1.99   (feet)  ADJUSTED  
 AC1144  ___________________________________________________________________
 AC1144  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AC1144  DYNAMIC HT  -           0.607 (meters)       1.99  (feet)  COMP
 AC1144  MODELED GRAV-     978,976.0   (mgal)                       NAVD 88
 AC1144
 AC1144  VERT ORDER  -  FIRST     CLASS II
 AC1144
 AC1144.The horizontal coordinates were scaled from a topographic map and have
 AC1144.an estimated accuracy of +/- 6 seconds.
 AC1144
 AC1144.The orthometric height was determined by differential leveling
 AC1144.and adjusted by the National Geodetic Survey in June 1991..
 AC1144
 AC1144.The geoid height was determined by GEOID03.
 AC1144
 AC1144.The dynamic height is computed by dividing the NAVD 88
 AC1144.geopotential number by the normal gravity value computed on the
 AC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1144.degrees latitude (g = 980.6199 gals.).
 AC1144
 AC1144.The modeled gravity was interpolated from observed gravity values.
 AC1144
 AC1144;                    North         East    Units  Estimated Accuracy
 AC1144;SPC FL E     -   120,410.      252,960.      MT  (+/- 180 meters Scaled)
 AC1144
 AC1144                          SUPERSEDED SURVEY CONTROL
 AC1144
 AC1144  NGVD 29 (09/01/92)    1.069  (m)            3.51   (f) ADJUSTED    1 2
 AC1144
 AC1144.Superseded values are not recommended for survey control.
 AC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1144.See file dsdata.txt to determine how the superseded data were derived.
 AC1144
 AC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ529114(NAD 83)
 AC1144_MARKER: DB = BENCH MARK DISK
 AC1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC1144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AC1144_STAMPING: USCE 2 5.15.59
 AC1144_MARK LOGO: USE   
 AC1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1144+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1991
 AC1144
 AC1144  HISTORY     - Date     Condition        Report By
 AC1144  HISTORY     - UNK      MONUMENTED       DOD
 AC1144  HISTORY     - 1966     GOOD             NGS
 AC1144  HISTORY     - 1978     GOOD             NGS
 AC1144  HISTORY     - 19910124 GOOD             FLDNR
 AC1144
 AC1144                          STATION DESCRIPTION
 AC1144
 AC1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1144'1.9 MI S FROM FLORIDA CITY.
 AC1144'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AC1144'PALM DRIVE AT FLORIDA CITY, 84 FEET SOUTHWEST OF THE CENTER
 AC1144'OF THE JUNCTION OF A DRIVE LEADING WEST TO OUTER MARKER OF
 AC1144'HOMESTEAD AIR FORCE BASE, 76.5 FEET WEST OF THE CENTER LINE OF
 AC1144'HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 2.9
 AC1144'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FENCE AROUND OUTER
 AC1144'MARKER, 2 1/2 FEET WEST OF A POWER POLE, ABOUT 2 1/2 FEET BELOW
 AC1144'THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP OF A 2-INCH
 AC1144'IRON PIPE FILLED WITH CONCRETE.
 AC1144
 AC1144                          STATION RECOVERY (1978)
 AC1144
 AC1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC1144'RECOVERED IN GOOD CONDITION.
 AC1144
 AC1144                          STATION RECOVERY (1991)
 AC1144
 AC1144'RECOVERY NOTE BY FL DEPT OF NAT RES 1991
 AC1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0220 ***********************************************************************
 AS0220  DESIGNATION -  2
 AS0220  PID         -  AS0220
 AS0220  STATE/COUNTY-  FL/FRANKLIN
 AS0220  USGS QUAD   -  CARRABELLE (1992)
 AS0220
 AS0220                         *CURRENT SURVEY CONTROL
 AS0220  ___________________________________________________________________
 AS0220* NAD 83(1986)-  29 50 53.     (N)    084 40 38.     (W)     SCALED    
 AS0220* NAVD 88     -         3.720  (meters)      12.20   (feet)  ADJUSTED  
 AS0220  ___________________________________________________________________
 AS0220  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0220  DYNAMIC HT  -           3.715 (meters)      12.19  (feet)  COMP
 AS0220  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 AS0220
 AS0220  VERT ORDER  -  FIRST     CLASS I
 AS0220
 AS0220.The horizontal coordinates were scaled from a topographic map and have
 AS0220.an estimated accuracy of +/- 6 seconds.
 AS0220
 AS0220.The orthometric height was determined by differential leveling
 AS0220.and adjusted by the National Geodetic Survey in June 1991..
 AS0220
 AS0220.The geoid height was determined by GEOID03.
 AS0220
 AS0220.The dynamic height is computed by dividing the NAVD 88
 AS0220.geopotential number by the normal gravity value computed on the
 AS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0220.degrees latitude (g = 980.6199 gals.).
 AS0220
 AS0220.The modeled gravity was interpolated from observed gravity values.
 AS0220
 AS0220;                    North         East    Units  Estimated Accuracy
 AS0220;SPC FL N     -    94,020.      582,880.      MT  (+/- 180 meters Scaled)
 AS0220
 AS0220                          SUPERSEDED SURVEY CONTROL
 AS0220
 AS0220  NGVD 29 (??/??/92)    3.900  (m)           12.80   (f) ADJ UNCH    1 1
 AS0220
 AS0220.Superseded values are not recommended for survey control.
 AS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0220.See file dsdata.txt to determine how the superseded data were derived.
 AS0220
 AS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU243042(NAD 83)
 AS0220_MARKER: DD = SURVEY DISK
 AS0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0220_STAMPING: 13.028 BRIDGE 2 1933 2
 AS0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0220+STABILITY: SURFACE MOTION
 AS0220
 AS0220  HISTORY     - Date     Condition        Report By
 AS0220  HISTORY     - 1933     MONUMENTED       DOD
 AS0220  HISTORY     - 1967     GOOD             NGS
 AS0220  HISTORY     - 1975     GOOD             NGS
 AS0220  HISTORY     - 19910927 MARK NOT FOUND   NGS
 AS0220  HISTORY     - 19980116 MARK NOT FOUND   USPSQD
 AS0220
 AS0220                          STATION DESCRIPTION
 AS0220
 AS0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0220'0.8 MI SW FROM CARRABELLE.
 AS0220'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAYS 98 AND 319 FROM THE
 AS0220'SCHOOL AT CARRABELLE, IN SECTION 19, R 4 W, T 7 S, ABOUT 0.2
 AS0220'MILE SOUTH OF THE HIGHWAY BRIDGE OVER THE CARRABELLE RIVER, NEAR
 AS0220'THE SOUTHWEST CORNER OF A 400 FOOT WOODEN BRIDGE OVER THE SOUTH
 AS0220'FORK OF THE CARRABELLE RIVER, 15 FEET WEST OF THE CENTER LINE OF
 AS0220'THE HIGHWAY, 10 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AS0220'BRIDGE, 2 1/2 FEET SOUTHWEST OF THE 2ND GUARD RAIL POST SOUTH OF
 AS0220'THE SOUTH END OF THE BRIDGE, 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY
 AS0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 AS0220'THE LEVEL OF THE GROUND.
 AS0220
 AS0220                          STATION RECOVERY (1975)
 AS0220
 AS0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0220'RECOVERED IN GOOD CONDITION.
 AS0220
 AS0220                          STATION RECOVERY (1991)
 AS0220
 AS0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 AS0220'NOTE--THE BRIDGE HAS BEEN REMOVED, MARK WAS SEARCHED FOR BUT NOT
 AS0220'FOUND.
 AS0220
 AS0220                          STATION RECOVERY (1998)
 AS0220
 AS0220'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1419 ***********************************************************************
 AQ1419  DESIGNATION -  2
 AQ1419  PID         -  AQ1419
 AQ1419  STATE/COUNTY-  FL/VOLUSIA
 AQ1419  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1419
 AQ1419                         *CURRENT SURVEY CONTROL
 AQ1419  ___________________________________________________________________
 AQ1419* NAD 83(1986)-  29 01 57.     (N)    080 55 00.     (W)     SCALED    
 AQ1419* NAVD 88     -         2.043  (meters)       6.70   (feet)  ADJUSTED  
 AQ1419  ___________________________________________________________________
 AQ1419  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AQ1419  DYNAMIC HT  -           2.041 (meters)       6.70  (feet)  COMP
 AQ1419  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 AQ1419
 AQ1419  VERT ORDER  -  FIRST     CLASS II
 AQ1419
 AQ1419.The horizontal coordinates were scaled from a topographic map and have
 AQ1419.an estimated accuracy of +/- 6 seconds.
 AQ1419
 AQ1419.The orthometric height was determined by differential leveling
 AQ1419.and adjusted by the National Geodetic Survey in June 1991..
 AQ1419
 AQ1419.The geoid height was determined by GEOID03.
 AQ1419
 AQ1419.The dynamic height is computed by dividing the NAVD 88
 AQ1419.geopotential number by the normal gravity value computed on the
 AQ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1419.degrees latitude (g = 980.6199 gals.).
 AQ1419
 AQ1419.The modeled gravity was interpolated from observed gravity values.
 AQ1419
 AQ1419;                    North         East    Units  Estimated Accuracy
 AQ1419;SPC FL E     -   520,640.      208,120.      MT  (+/- 180 meters Scaled)
 AQ1419
 AQ1419                          SUPERSEDED SURVEY CONTROL
 AQ1419
 AQ1419  NGVD 29 (??/??/92)    2.409  (m)            7.90   (f) ADJ UNCH    1 2
 AQ1419
 AQ1419.Superseded values are not recommended for survey control.
 AQ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1419.See file dsdata.txt to determine how the superseded data were derived.
 AQ1419
 AQ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN081115(NAD 83)
 AQ1419_MARKER: DD = SURVEY DISK
 AQ1419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1419_SP_SET: BRIDGE ABUTMENT
 AQ1419_STAMPING: 2
 AQ1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1419
 AQ1419  HISTORY     - Date     Condition        Report By
 AQ1419  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1419  HISTORY     - 1963     GOOD             NGS
 AQ1419  HISTORY     - 1984     GOOD             USPSQD
 AQ1419
 AQ1419                          STATION DESCRIPTION
 AQ1419
 AQ1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1419'1 MI E FROM NEW SMYRNA BEACH.
 AQ1419'1.0 MILE EAST ALONG STATE HIGHWAY 44 FROM ITS INTERSECTION WITH
 AQ1419'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE SOUTH
 AQ1419'END OF THE WEST ABUTMENT OF A LARGE BRIDGE OVER A CREEK, 20.5 FEET
 AQ1419'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 AQ1419'HIGHWAY.  NOTE-- THE FIGURE 2 WAS STAMPED ON THE DISK BY THIS
 AQ1419'PARTY IN 1963.
 AQ1419
 AQ1419                          STATION RECOVERY (1984)
 AQ1419
 AQ1419'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0696 ***********************************************************************
 AQ0696  DESIGNATION -  2
 AQ0696  PID         -  AQ0696
 AQ0696  STATE/COUNTY-  FL/PUTNAM
 AQ0696  USGS QUAD   -  LYNNE (1993)
 AQ0696
 AQ0696                         *CURRENT SURVEY CONTROL
 AQ0696  ___________________________________________________________________
 AQ0696* NAD 83(1986)-  29 12 56.     (N)    081 59 07.     (W)     SCALED    
 AQ0696* NAVD 88     -        13.037  (meters)      42.77   (feet)  ADJUSTED  
 AQ0696  ___________________________________________________________________
 AQ0696  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AQ0696  DYNAMIC HT  -          13.019 (meters)      42.71  (feet)  COMP
 AQ0696  MODELED GRAV-     979,253.6   (mgal)                       NAVD 88
 AQ0696
 AQ0696  VERT ORDER  -  FIRST     CLASS II
 AQ0696
 AQ0696.The horizontal coordinates were scaled from a topographic map and have
 AQ0696.an estimated accuracy of +/- 6 seconds.
 AQ0696
 AQ0696.The orthometric height was determined by differential leveling
 AQ0696.and adjusted by the National Geodetic Survey in June 1991..
 AQ0696
 AQ0696.The geoid height was determined by GEOID03.
 AQ0696
 AQ0696.The dynamic height is computed by dividing the NAVD 88
 AQ0696.geopotential number by the normal gravity value computed on the
 AQ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0696.degrees latitude (g = 980.6199 gals.).
 AQ0696
 AQ0696.The modeled gravity was interpolated from observed gravity values.
 AQ0696
 AQ0696;                    North         East    Units  Estimated Accuracy
 AQ0696;SPC FL E     -   541,320.      104,200.      MT  (+/- 180 meters Scaled)
 AQ0696
 AQ0696                          SUPERSEDED SURVEY CONTROL
 AQ0696
 AQ0696  NGVD 29 (??/??/92)   13.33   (m)           43.7    (f) COMPUTED    1 2
 AQ0696
 AQ0696.Superseded values are not recommended for survey control.
 AQ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0696.See file dsdata.txt to determine how the superseded data were derived.
 AQ0696
 AQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN042322(NAD 83)
 AQ0696_MARKER: X = CHISELED CROSS
 AQ0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0696_SP_SET: CONCRETE FOUNDATION
 AQ0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0696
 AQ0696  HISTORY     - Date     Condition        Report By
 AQ0696  HISTORY     - UNK      MONUMENTED       CGS
 AQ0696  HISTORY     - 1970     GOOD             LOCENG
 AQ0696
 AQ0696                          STATION DESCRIPTION
 AQ0696
 AQ0696'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0696'AT WELAKA.
 AQ0696'AT WELAKA, PUTNAM COUNTY, ON ELM STREET, AT THE NORTHWEST CORNER
 AQ0696'OF MC LEOD BROTHERS GENERAL STORE AND POST OFFICE, 52 FEET
 AQ0696'SOUTHEAST OF A LARGE LIVE OAK TREE, AND ABOUT 33 FEET SOUTH OF
 AQ0696'THE CENTER LINE OF THE STREET, ON A CONCRETE BEAM TO THE
 AQ0696'FOUNDATION, 1 FOOT ABOVE THE GROUND.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0155 ***********************************************************************
 AK0155  DESIGNATION -  2
 AK0155  PID         -  AK0155
 AK0155  STATE/COUNTY-  FL/VOLUSIA
 AK0155  USGS QUAD   -  SANFORD (1988)
 AK0155
 AK0155                         *CURRENT SURVEY CONTROL
 AK0155  ___________________________________________________________________
 AK0155* NAD 83(1986)-  28 50 13.     (N)    081 19 27.     (W)     SCALED    
 AK0155* NAVD 88     -         2.09   (+/-2cm)       6.9    (feet)  VERTCON   
 AK0155  ___________________________________________________________________
 AK0155  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AK0155
 AK0155  VERT ORDER  -  ? (See Below)
 AK0155
 AK0155.The horizontal coordinates were scaled from a topographic map and have
 AK0155.an estimated accuracy of +/- 6 seconds.
 AK0155
 AK0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK0155.The vertical order pertains to the NGVD 29 superseded value.
 AK0155
 AK0155.The geoid height was determined by GEOID03.
 AK0155
 AK0155;                    North         East    Units  Estimated Accuracy
 AK0155;SPC FL E     -   499,000.      168,370.      MT  (+/- 180 meters Scaled)
 AK0155
 AK0155                          SUPERSEDED SURVEY CONTROL
 AK0155
 AK0155  NGVD 29 (??/??/92)    2.410  (m)            7.91   (f) ADJ UNCH    ?  
 AK0155
 AK0155.Superseded values are not recommended for survey control.
 AK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0155.See file dsdata.txt to determine how the superseded data were derived.
 AK0155
 AK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM683899(NAD 83)
 AK0155_MARKER: X = CHISELED CROSS
 AK0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK0155_SP_SET: BRIDGE
 AK0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0155
 AK0155  HISTORY     - Date     Condition        Report By
 AK0155  HISTORY     - UNK      MONUMENTED       DOD
 AK0155  HISTORY     - 1933     GOOD             NGS
 AK0155  HISTORY     - 1960     MARK NOT FOUND   NGS
 AK0155
 AK0155                          STATION DESCRIPTION
 AK0155
 AK0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AK0155'4.3 MI N FROM SANFORD.
 AK0155'IN VOLUSIA COUNTY, 4.3 MILES NORTH ALONG THE ATLANTIC COAST
 AK0155'LINE RAILROAD FROM THE PASSENGER STATION AT SANFORD, SEMINOLE
 AK0155'COUNTY, AT THE SOUTH END OF THE BRIDGE OVER ST. JOHNS RIVER,
 AK0155'AND ON THE TOP OF THE EAST SIDE OF THE IRON CAISSON OF THE EAST
 AK0155'PIER.  A LIGHTLY CHISELED CROSS.
 AK0155
 AK0155                          STATION RECOVERY (1960)
 AK0155
 AK0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AK0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2561 ***********************************************************************
 AD2561  DESIGNATION -  2 11.72
 AD2561  PID         -  AD2561
 AD2561  STATE/COUNTY-  FL/BROWARD
 AD2561  USGS QUAD   -  FORT LAUDERDALE NORTH (1995)
 AD2561
 AD2561                         *CURRENT SURVEY CONTROL
 AD2561  ___________________________________________________________________
 AD2561* NAD 83(1986)-  26 12 22.     (N)    080 07 57.     (W)     SCALED    
 AD2561* NAVD 88     -         3.098  (meters)      10.16   (feet)  ADJUSTED  
 AD2561  ___________________________________________________________________
 AD2561  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD2561  DYNAMIC HT  -           3.093 (meters)      10.15  (feet)  COMP
 AD2561  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 AD2561
 AD2561  VERT ORDER  -  FIRST     CLASS I
 AD2561
 AD2561.The horizontal coordinates were scaled from a topographic map and have
 AD2561.an estimated accuracy of +/- 6 seconds.
 AD2561
 AD2561.The orthometric height was determined by differential leveling
 AD2561.and adjusted by the National Geodetic Survey in June 1991..
 AD2561
 AD2561.The geoid height was determined by GEOID03.
 AD2561
 AD2561.The dynamic height is computed by dividing the NAVD 88
 AD2561.geopotential number by the normal gravity value computed on the
 AD2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2561.degrees latitude (g = 980.6199 gals.).
 AD2561
 AD2561.The modeled gravity was interpolated from observed gravity values.
 AD2561
 AD2561;                    North         East    Units  Estimated Accuracy
 AD2561;SPC FL E     -   207,740.      286,700.      MT  (+/- 180 meters Scaled)
 AD2561
 AD2561                          SUPERSEDED SURVEY CONTROL
 AD2561
 AD2561  NGVD 29 (09/01/92)    3.580  (m)           11.75   (f) ADJUSTED    1 1
 AD2561
 AD2561.Superseded values are not recommended for survey control.
 AD2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2561.See file dsdata.txt to determine how the superseded data were derived.
 AD2561
 AD2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866987(NAD 83)
 AD2561_MARKER: DD = SURVEY DISK
 AD2561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2561_SP_SET: GUARDRAIL
 AD2561_STAMPING: 2 11.72
 AD2561_MARK LOGO: FLDT  
 AD2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2561+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 AD2561
 AD2561  HISTORY     - Date     Condition        Report By
 AD2561  HISTORY     - UNK      MONUMENTED       FLHD
 AD2561  HISTORY     - 1965     GOOD             NGS
 AD2561  HISTORY     - 1973     GOOD             NGS
 AD2561  HISTORY     - 1989     GOOD             USPSQD
 AD2561  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2561  HISTORY     - 19911231 GOOD             NGS
 AD2561  HISTORY     - 19980221 GOOD             USPSQD
 AD2561  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AD2561
 AD2561                          STATION DESCRIPTION
 AD2561
 AD2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2561'1.8 MI S FROM POMPANO BEACH.
 AD2561'ABOUT 1.85 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2561'THE CROSSING OF THE ATLANTIC BLVD. AT POMPANO BEACH, IN SECTION
 AD2561'11, R 42 E, T 49 S, NEAR THE NORTHWEST CORNER OF A BRIDGE OVER
 AD2561'CYPRESS CREEK FOR OLD DIXIE HIGHWAY, SET ON THE TOP OF THE WEST
 AD2561'BANNISTER OF THE BRIDGE, 88 FEET WEST OF AND ACROSS OLD DIXIE
 AD2561'HIGHWAY FROM THE SOUTHBOUND LANE OF THE HIGHWAY, 5.2 FEET WEST
 AD2561'OF THE WEST CURB OF THE HIGHWAY, 7.7 FEET SOUTH OF THE NORTH
 AD2561'END OF THE BANNISTER AND 2.7 FEET ABOVE THE LEVEL OF THE BRIDGE
 AD2561'SIDEWALK.
 AD2561
 AD2561                          STATION RECOVERY (1973)
 AD2561
 AD2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2561'RECOVERED IN GOOD CONDITION.
 AD2561
 AD2561                          STATION RECOVERY (1989)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2561'RECOVERED IN GOOD CONDITION.
 AD2561
 AD2561                          STATION RECOVERY (1990)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2561'MARK NOT FOUND.
 AD2561
 AD2561                          STATION RECOVERY (1991)
 AD2561
 AD2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2561'2.0 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 811 (DIXIE HIGHWAY)
 AD2561'FROM THE INTERSECTION OF STATE HIGHWAY 870 (EAST COMMERCIAL
 AD2561'BOULEVARD) IN OAKLAND PARK, IN TOP OF AND 2.3 M (7.5 FT) SOUTH OF THE
 AD2561'NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE HIGHWAY BRIDGE
 AD2561'SPANNING CYPRESS CREEK CANAL, 5.9 M (19.4 FT) WEST OF THE HIGHWAY
 AD2561'CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD2561
 AD2561                          STATION RECOVERY (1998)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2561'RECOVERED IN GOOD CONDITION.
 AD2561
 AD2561                          STATION RECOVERY (2005)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 2005 (EP)
 AD2561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8676 ***********************************************************************
 AD8676  DESIGNATION -  2 12 46 27
 AD8676  PID         -  AD8676
 AD8676  STATE/COUNTY-  FL/LEE
 AD8676  USGS QUAD   -  CORKSCREW (1973)
 AD8676
 AD8676                         *CURRENT SURVEY CONTROL
 AD8676  ___________________________________________________________________
 AD8676* NAD 83(1999)-  26 28 50.37310(N)    081 34 02.09555(W)     ADJUSTED  
 AD8676* NAVD 88     -         8.8    (meters)      29.     (feet)  GPS OBS   
 AD8676  ___________________________________________________________________
 AD8676  X           -     837,768.130 (meters)                     COMP
 AD8676  Y           -  -5,651,000.861 (meters)                     COMP
 AD8676  Z           -   2,826,820.024 (meters)                     COMP
 AD8676  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AD8676  ELLIP HEIGHT-         -15.61  (meters)          (07/06/01) GPS OBS
 AD8676  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AD8676
 AD8676  HORZ ORDER  -  FIRST
 AD8676  ELLP ORDER  -  FOURTH    CLASS II
 AD8676
 AD8676.The horizontal coordinates were established by GPS observations
 AD8676.and adjusted by the National Geodetic Survey in July 2001..
 AD8676
 AD8676.The orthometric height was determined by GPS observations and a
 AD8676.high-resolution geoid model.
 AD8676
 AD8676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8676
 AD8676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8676
 AD8676.The ellipsoidal height was determined by GPS observations
 AD8676.and is referenced to NAD 83.
 AD8676
 AD8676.The geoid height was determined by GEOID03.
 AD8676
 AD8676;                    North         East     Units Scale Factor Converg.
 AD8676;SPC FL W     -   237,937.414   243,145.941   MT  0.99996415   +0 11 34.7
 AD8676;SPC FL W     -   780,633.00    797,721.31   sFT  0.99996415   +0 11 34.7
 AD8676;SPC FL E     -   237,989.595   143,444.221   MT  0.99998065   -0 15 10.6
 AD8676;SPC FL E     -   780,804.20    470,616.58   sFT  0.99998065   -0 15 10.6
 AD8676;UTM  17      - 2,929,040.376   443,463.518   MT  0.99963946   -0 15 10.6
 AD8676
 AD8676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8676!SPC FL W     -   1.00000245  x   0.99996415  =   0.99996660
 AD8676!SPC FL E     -   1.00000245  x   0.99998065  =   0.99998310
 AD8676!UTM  17      -   1.00000245  x   0.99963946  =   0.99964191
 AD8676
 AD8676                          SUPERSEDED SURVEY CONTROL
 AD8676
 AD8676  NAD 83(1990)-  26 28 50.37150(N)    081 34 02.09396(W) AD(       ) 1
 AD8676  ELLIP H (11/12/93)  -15.57   (m)                       GP(       ) 4 1
 AD8676
 AD8676.Superseded values are not recommended for survey control.
 AD8676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8676.See file dsdata.txt to determine how the superseded data were derived.
 AD8676
 AD8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4346429040(NAD 83)
 AD8676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8676_SP_SET: CONCRETE POST
 AD8676_STAMPING: GPS 2-12 46 27 9070 1990
 AD8676_MARK LOGO: DENI  
 AD8676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8676+STABILITY: SURFACE MOTION
 AD8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8676+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1991
 AD8676
 AD8676  HISTORY     - Date     Condition        Report By
 AD8676  HISTORY     - 1990     MONUMENTED       DENI
 AD8676  HISTORY     - 19910105 GOOD
 AD8676
 AD8676                          STATION DESCRIPTION
 AD8676
 AD8676'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8676'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.12, TWP 46S, RGE
 AD8676'27E, 21.7 MI (34.9 KM) SOUTHEAST OF FORT MYERS, 0.2 MI (0.3 KM) WEST
 AD8676'OF THE LEE/COLLIER COUNTY LINE, 2.2 MI (3.5 KM) SOUTH OF THE CORNER
 AD8676'COMMON TO LEE, HENDRY AND COLLIER COUNTIES.
 AD8676'TO REACH STATION FROM THE JUNCTION OF IMMOKALEE ROAD/STATE ROUTE 82
 AD8676'AND CORKSCREW ROAD/COUNTY ROAD 850 IN COLLIER COUNTY, GO SOUTHWEST
 AD8676'3.75 MI (6.03 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH WILDCAT ROAD
 AD8676'AND THE LEE/COLLIER COUNTY LINE, THEN WEST 0.2 MI (0.3 KM) ON WILDCAT
 AD8676'ROAD TO A CURVE TO THE RIGHT, THEN NORTH 0.55 MI (0.89 KM) TO THE
 AD8676'STATION ON THE RIGHT.
 AD8676'STATION IS 30 FT (9.1 M) EAST OF THE CENTERLINE OF WILDCAT ROAD, 83.4
 AD8676'FT (25.4 M) NORTHEAST OF A POWER POLE, 59.5 FT (18.1 M) NORTH OF A
 AD8676'WIRE FENCE INTERSECTION, 2.3 FT (0.7 M) WEST OF A WITNESS POST AT A
 AD8676'FENCE LINE.
 AD8676'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8676'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AD8676'GROUND LEVEL.
 AD8676
 AD8676                          STATION RECOVERY (1991)
 AD8676
 AD8676'RECOVERED 1991
 AD8676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0107 ***********************************************************************
 AG0107  DESIGNATION -  2 13.56 FLHD
 AG0107  PID         -  AG0107
 AG0107  STATE/COUNTY-  FL/PINELLAS
 AG0107  USGS QUAD   -  ST PETERSBURG (1987)
 AG0107
 AG0107                         *CURRENT SURVEY CONTROL
 AG0107  ___________________________________________________________________
 AG0107* NAD 83(1986)-  27 45 55.     (N)    082 43 59.     (W)     SCALED    
 AG0107* NAVD 88     -         3.890  (meters)      12.76   (feet)  ADJUSTED  
 AG0107  ___________________________________________________________________
 AG0107  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG0107  DYNAMIC HT  -           3.885 (meters)      12.75  (feet)  COMP
 AG0107  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AG0107
 AG0107  VERT ORDER  -  SECOND    CLASS II
 AG0107
 AG0107.The horizontal coordinates were scaled from a topographic map and have
 AG0107.an estimated accuracy of +/- 6 seconds.
 AG0107
 AG0107.The orthometric height was determined by differential leveling
 AG0107.and adjusted by the National Geodetic Survey in June 1991..
 AG0107
 AG0107.The geoid height was determined by GEOID03.
 AG0107
 AG0107.The dynamic height is computed by dividing the NAVD 88
 AG0107.geopotential number by the normal gravity value computed on the
 AG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0107.degrees latitude (g = 980.6199 gals.).
 AG0107
 AG0107.The modeled gravity was interpolated from observed gravity values.
 AG0107
 AG0107;                    North         East    Units  Estimated Accuracy
 AG0107;SPC FL W     -   380,420.      127,740.      MT  (+/- 180 meters Scaled)
 AG0107
 AG0107                          SUPERSEDED SURVEY CONTROL
 AG0107
 AG0107  NGVD 29 (??/??/92)    4.162  (m)           13.65   (f) ADJ UNCH    2 2
 AG0107
 AG0107.Superseded values are not recommended for survey control.
 AG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0107.See file dsdata.txt to determine how the superseded data were derived.
 AG0107
 AG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL292724(NAD 83)
 AG0107_MARKER: DD = SURVEY DISK
 AG0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0107_SP_SET: CONCRETE INLET
 AG0107_STAMPING: 2 13.56
 AG0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0107
 AG0107  HISTORY     - Date     Condition        Report By
 AG0107  HISTORY     - UNK      MONUMENTED       FLHD
 AG0107  HISTORY     - 1976     GOOD             NGS
 AG0107  HISTORY     - 19980129 GOOD             USPSQD
 AG0107
 AG0107                          STATION DESCRIPTION
 AG0107
 AG0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0107'IN ST PETERSBURG.
 AG0107'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A (S.R.
 AG0107'693, 66 ST.) AND S.R. 595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN
 AG0107'SOUTHERLY ON U.S. ALT. HWY. 19A FOR 2.00 MILES TO BOUGAINVILLA AVE. S.
 AG0107'STATION ON LEFT, IN THE N.E. CORNER, 41.6 FT. EAST OF THE CENTERLINE
 AG0107'OF U.S. ALT. HWY. 19 A, 44.2 FT. NORTH OF THE CENTERLINE OF
 AG0107'BOUGAINVILLA AVE. S.  SET IN THE TOP OF A CONCRETE INLET.  SECTION 19,
 AG0107'T 31, R 16.
 AG0107
 AG0107                          STATION RECOVERY (1998)
 AG0107
 AG0107'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1546 ***********************************************************************
 BC1546  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1546  DESIGNATION -  2 14
 BC1546  PID         -  BC1546
 BC1546  STATE/COUNTY-  FL/DUVAL
 BC1546  USGS QUAD   -  ORANGE PARK (1993)
 BC1546
 BC1546                         *CURRENT SURVEY CONTROL
 BC1546  ___________________________________________________________________
 BC1546* NAD 83(1986)-  30 13 39.     (N)    081 40 40.     (W)     SCALED    
 BC1546* NAVD 88     -         4.745  (meters)      15.57   (feet)  ADJUSTED  
 BC1546  ___________________________________________________________________
 BC1546  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC1546  DYNAMIC HT  -           4.739 (meters)      15.55  (feet)  COMP
 BC1546  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 BC1546
 BC1546  VERT ORDER  -  FIRST     CLASS II
 BC1546
 BC1546.The horizontal coordinates were scaled from a topographic map and have
 BC1546.an estimated accuracy of +/- 6 seconds.
 BC1546
 BC1546.The orthometric height was determined by differential leveling
 BC1546.and adjusted by the National Geodetic Survey in June 1991..
 BC1546
 BC1546.This Tidal Bench Mark is designated as VM 10716
 BC1546.by the Center for Operational Oceanographic Products and Services.
 BC1546
 BC1546.The geoid height was determined by GEOID03.
 BC1546
 BC1546.The dynamic height is computed by dividing the NAVD 88
 BC1546.geopotential number by the normal gravity value computed on the
 BC1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1546.degrees latitude (g = 980.6199 gals.).
 BC1546
 BC1546.The modeled gravity was interpolated from observed gravity values.
 BC1546
 BC1546;                    North         East    Units  Estimated Accuracy
 BC1546;SPC FL E     -   653,280.      134,760.      MT  (+/- 180 meters Scaled)
 BC1546
 BC1546                          SUPERSEDED SURVEY CONTROL
 BC1546
 BC1546  NGVD 29 (09/01/92)    5.070  (m)           16.63   (f) ADJUSTED    1 2
 BC1546
 BC1546.Superseded values are not recommended for survey control.
 BC1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1546.See file dsdata.txt to determine how the superseded data were derived.
 BC1546
 BC1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP347441(NAD 83)
 BC1546_MARKER: DB = BENCH MARK DISK
 BC1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1546_SP_SET: CONCRETE POST
 BC1546_STAMPING: 2 14 1977
 BC1546_MARK LOGO: FL-069
 BC1546_PROJECTION: FLUSH
 BC1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1546+STABILITY: SURFACE MOTION
 BC1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1546+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 BC1546
 BC1546  HISTORY     - Date     Condition        Report By
 BC1546  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1546  HISTORY     - 19931013 GOOD             NGS
 BC1546  HISTORY     - 20050203 GOOD             FLDEP
 BC1546
 BC1546                          STATION DESCRIPTION
 BC1546
 BC1546'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1546'JACKSONVILLE.
 BC1546'BEGINNING AT THE INTERSECTION OF US 17 AND YORKTOWN AVENUE, GO EAST
 BC1546'ALONG YORKTOWN AVENUE ABOUT 1.35 MILES TO THE INTERSECTION OF YORKTOWN
 BC1546'AVENUE AND HOYT STREET, THENCE NORTH ALONG HOYT STREET ABOUT 0.15
 BC1546'MILES TO A RIGHT ELBOW BEND INTO ALBERMARLE AVENUE. THE MARK BEARS
 BC1546'25.5 FEET NORTHWEST OF THE INTERSECTION OF HOYT STREET AND ALBERMARIE
 BC1546'AVENUE, 22.2 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 1.8
 BC1546'FEET NORTHEAST OF THE CORNER OF A METAL FENCE. MARK IS A 2.25 INCH
 BC1546'BRASS FLORIDA LAKE BENCH MARK.
 BC1546
 BC1546                          STATION RECOVERY (1993)
 BC1546
 BC1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1546'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF JACKSONVILLE, 3.0 MI
 BC1546'(4.8 KM) NORTH-NORTHEAST OF ORANGE PARK ON THE NAVAL AIR STATION IN
 BC1546'SECTION 39, TOWNSHIP 3 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 BC1546'THE INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK,
 BC1546'GO NORTH ON U.S. HIGHWAY 17 FOR 2.45 MI (3.94 KM) TO THE MAIN ENTRANCE
 BC1546'TO THE NAVAL AIR STATION ON THE RIGHT (YORKTOWN AVENUE), TURN RIGHT ON
 BC1546'YORKTOWN AVENUE AND GO EAST PASSING THE GUARD HOUSE FOR 1.35 MI (2.17
 BC1546'KM) TO THE JUNCTION OF AJAX STREET ON THE LEFT, TURN LEFT ON AJAX
 BC1546'STREET AND GO NORTH FOR 0.15 MI (0.24 KM) TO JUNCTION OF ALBERMARLE
 BC1546'AVENUE AND THE MARK ON THE LEFT, A 2.25 INCH BRASS FLORIDA BENCHMARK
 BC1546'DISC SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 BC1546'LEVEL WITH THE ROADS, 25.5 FT (7.8 M) NORTHWEST OF THE INTERSECTION OF
 BC1546'ALBERMARLE AVENUE AND AJAX STREET, 22.2 FT (6.8 M) SOUTH OF THE SOUTH
 BC1546'RAIL OF RAILROAD TRACKS, AND 1.8 FT (0.5 M) NORTHEAST OF THE CORNER OF
 BC1546'THE METAL FENCE.
 BC1546
 BC1546                          STATION RECOVERY (2005)
 BC1546
 BC1546'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC1546'THE MARK IS ABOUT 15.5 MI SOUTHEAST OF JACKSONVILLE, 3.5 MI
 BC1546'NORTH-NORTHEAST OF ORANGE  PARK, AT THE JACKSONVILLE NAVAL AIR
 BC1546'STATION, IN SECTION 39, TOWNSHIP 3 SOUTH, RANGE 26  EAST.
 BC1546' 
 BC1546'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND
 BC1546'U.S. HIGHWAY 17  (PARK AVENUE-SOUTHBOUND, ROOSEVELT
 BC1546'BOULEVARD-NORTHBOUND) IN ORANGE PARK, GO NORTH  ON U.S. HIGHWAY 17 FOR
 BC1546'2.4 MI TO THE YORKTOWN GATE ENTRANCE TO THE JACKSONVILLE NAVAL  AIR
 BC1546'STATION ON THE RIGHT, TURN RIGHT ON YORKTOWN AVENUE PASSING THROUGH
 BC1546'THE  ENTRANCE GATE AND GO EAST FOR 1.35 MI TO THE JUNCTION OF AJAX
 BC1546'STREET, TURN LEFT ON AJAX  STREET AND GO NORTH FOR 0.15 MI TO A RIGHT
 BC1546'TURN ELBOW BEND INTO ALBEMARLE AVENUE AND  THE MARK AT THE OUTSIDE OF
 BC1546'THE ELBOW.
 BC1546' 
 BC1546'LOCATED 25.5 FT NORTHWEST OF THE INTERSECTION OF AJAX STREET AND
 BC1546'ALBEMARLE AVENUE, 22.2  FT SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS,
 BC1546'1.8 FT NORTHEAST OF THE CORNER OF A CHAIN  LINK FENCE AND 1.0 FT EAST
 BC1546'OF A WITNESS POST.
 BC1546' 
 BC1546'NOTE ADVANCE PERMISSION IS REQUIRED FOR CIVILIAN ACCESS TO THE
 BC1546'JACKSONVILLE NAVAL AIR  STATION.  CONTACT THE BASE FACILITIES
 BC1546'DEPARTMENT AT 904-542-5427 FOR AUTHORIZATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5694 ***********************************************************************
 AD5694  DESIGNATION -  2 14 FLDT
 AD5694  PID         -  AD5694
 AD5694  STATE/COUNTY-  FL/BROWARD
 AD5694  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5694
 AD5694                         *CURRENT SURVEY CONTROL
 AD5694  ___________________________________________________________________
 AD5694* NAD 83(1986)-  26 05 19.     (N)    080 10 06.     (W)     SCALED    
 AD5694* NAVD 88     -        11.183  (meters)      36.69   (feet)  ADJUSTED  
 AD5694  ___________________________________________________________________
 AD5694  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AD5694  DYNAMIC HT  -          11.165 (meters)      36.63  (feet)  COMP
 AD5694  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AD5694
 AD5694  VERT ORDER  -  FIRST     CLASS II
 AD5694
 AD5694.The horizontal coordinates were scaled from a topographic map and have
 AD5694.an estimated accuracy of +/- 6 seconds.
 AD5694
 AD5694.The orthometric height was determined by differential leveling
 AD5694.and adjusted by the National Geodetic Survey in June 1991..
 AD5694
 AD5694.The geoid height was determined by GEOID03.
 AD5694
 AD5694.The dynamic height is computed by dividing the NAVD 88
 AD5694.geopotential number by the normal gravity value computed on the
 AD5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5694.degrees latitude (g = 980.6199 gals.).
 AD5694
 AD5694.The modeled gravity was interpolated from observed gravity values.
 AD5694
 AD5694;                    North         East    Units  Estimated Accuracy
 AD5694;SPC FL E     -   194,700.      283,200.      MT  (+/- 180 meters Scaled)
 AD5694
 AD5694                          SUPERSEDED SURVEY CONTROL
 AD5694
 AD5694  NGVD 29 (09/01/92)   11.672  (m)           38.29   (f) ADJUSTED    1 2
 AD5694
 AD5694.Superseded values are not recommended for survey control.
 AD5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5694.See file dsdata.txt to determine how the superseded data were derived.
 AD5694
 AD5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ831857(NAD 83)
 AD5694_MARKER: DB = BENCH MARK DISK
 AD5694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5694_SP_SET: CONCRETE BRIDGE RAIL
 AD5694_STAMPING: 2 14 33.33
 AD5694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5694
 AD5694  HISTORY     - Date     Condition        Report By
 AD5694  HISTORY     - UNK      MONUMENTED       FLDT
 AD5694  HISTORY     - 1978     GOOD             FL-011
 AD5694  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5694
 AD5694                          STATION DESCRIPTION
 AD5694
 AD5694'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5694'FORT LAUDERDALE.
 AD5694'DISK IS SET FLUSH IN THE TOP OF THE EAST END OF THE NORTH GUARD
 AD5694'RAIL OF THE STATE ROAD 84 - INTERSTATE 95 OVERPASS. MARK BEARS
 AD5694'65 FEET EAST OF THE SEABOARD COAST LINE RAILROAD, 42 FEET NORTH
 AD5694'OF THE CENTER LINE OF THE CONCRETE MEDIAN OF STATE ROAD 84, 73
 AD5694'FEET WEST OF THE SOUTH BOUND ENTRANCE RAMP TO INTERSTATE 95, 5
 AD5694'FEET WEST FROM THE WEST END OF A STEEL GUARDRAIL. MARK IS A
 AD5694'STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION DISK.
 AD5694
 AD5694                          STATION RECOVERY (1998)
 AD5694
 AD5694'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5229 ***********************************************************************
 AG5229  DESIGNATION -  2 15.27 FLHD
 AG5229  PID         -  AG5229
 AG5229  STATE/COUNTY-  FL/PINELLAS
 AG5229  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG5229
 AG5229                         *CURRENT SURVEY CONTROL
 AG5229  ___________________________________________________________________
 AG5229* NAD 83(1986)-  27 41 28.     (N)    082 40 42.     (W)     SCALED    
 AG5229* NAVD 88     -         4.136  (meters)      13.57   (feet)  ADJUSTED  
 AG5229  ___________________________________________________________________
 AG5229  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG5229  DYNAMIC HT  -           4.129 (meters)      13.55  (feet)  COMP
 AG5229  MODELED GRAV-     979,166.4   (mgal)                       NAVD 88
 AG5229
 AG5229  VERT ORDER  -  FIRST     CLASS II
 AG5229
 AG5229.The horizontal coordinates were scaled from a topographic map and have
 AG5229.an estimated accuracy of +/- 6 seconds.
 AG5229
 AG5229.The orthometric height was determined by differential leveling
 AG5229.and adjusted by the National Geodetic Survey in June 1991..
 AG5229
 AG5229.The geoid height was determined by GEOID03.
 AG5229
 AG5229.The dynamic height is computed by dividing the NAVD 88
 AG5229.geopotential number by the normal gravity value computed on the
 AG5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5229.degrees latitude (g = 980.6199 gals.).
 AG5229
 AG5229.The modeled gravity was interpolated from observed gravity values.
 AG5229
 AG5229;                    North         East    Units  Estimated Accuracy
 AG5229;SPC FL W     -   372,170.      133,090.      MT  (+/- 180 meters Scaled)
 AG5229
 AG5229                          SUPERSEDED SURVEY CONTROL
 AG5229
 AG5229  NGVD 29 (??/??/92)    4.42   (m)           14.5    (f) COMPUTED    1 2
 AG5229
 AG5229.Superseded values are not recommended for survey control.
 AG5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5229.See file dsdata.txt to determine how the superseded data were derived.
 AG5229
 AG5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345641(NAD 83)
 AG5229_MARKER: DD = SURVEY DISK
 AG5229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5229_SP_SET: BRIDGE ABUTMENT
 AG5229_STAMPING: 2 15.27
 AG5229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5229
 AG5229  HISTORY     - Date     Condition        Report By
 AG5229  HISTORY     - UNK      MONUMENTED       FLHD
 AG5229  HISTORY     - 1972     GOOD             NGS
 AG5229  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG5229
 AG5229                          STATION DESCRIPTION
 AG5229
 AG5229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5229'8.1 MI S FROM ST PETERSBURG.
 AG5229'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5229'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5229'THENCE 5.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5229'SUNSHINE SKYWAY), 0.65 MILE SOUTH OF THE NORTH TOLL PLAZA ON THE
 AG5229'SUNSHINE SKYWAY, AT THE SOUTHEAST CORNER OF THE MORE EASTERLY
 AG5229'OF TWO CONCRETE HIGHWAY DRAW BRIDGES OVER THE INTRACOASTAL
 AG5229'WATERWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 AG5229'ABUTMENT OF THE BRIDGE, 21 FEET EAST OF THE CENTER LINE OF THE
 AG5229'TWO EAST TRAFFIC LANES OF THE HIGHWAY, 2.5 FEET EAST OF THE EAST
 AG5229'CONCRETE GUARDRAIL ON THE BRIDGE, 11.6 FEET NORTH OF A METAL POST
 AG5229'THAT BEARS A WARNING SIGN FOR THE DRAW BRIDGE, ABOUT LEVEL WITH
 AG5229'THE HIGHWAY.
 AG5229
 AG5229                          STATION RECOVERY (2001)
 AG5229
 AG5229'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG5229'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG5229'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG5229'ELEVATION AND REGRADED ON EACH SIDE OF I-275.THE DRAW BRIDGES NO
 AG5229'LONGER EXIST. IN SPITE OF DILIGENT SEARCH AND PROBING, NO SIGN OF THIS
 AG5229'MARK WAS FOUND. RECOMMEND THE MARK BE CONSIDERED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5898 ***********************************************************************
 AD5898  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5898  DESIGNATION -  2 16.925 FLHD
 AD5898  PID         -  AD5898
 AD5898  STATE/COUNTY-  FL/BROWARD
 AD5898  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5898
 AD5898                         *CURRENT SURVEY CONTROL
 AD5898  ___________________________________________________________________
 AD5898* NAD 83(1986)-  26 02 01.     (N)    080 07 23.     (W)     SCALED    
 AD5898* NAVD 88     -         4.618  (meters)      15.15   (feet)  ADJUSTED  
 AD5898  ___________________________________________________________________
 AD5898  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AD5898  DYNAMIC HT  -           4.610 (meters)      15.12  (feet)  COMP
 AD5898  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5898
 AD5898  VERT ORDER  -  SECOND    CLASS I
 AD5898
 AD5898.The horizontal coordinates were scaled from a topographic map and have
 AD5898.an estimated accuracy of +/- 6 seconds.
 AD5898
 AD5898.The orthometric height was determined by differential leveling
 AD5898.and adjusted by the National Geodetic Survey in June 1991..
 AD5898
 AD5898.This Tidal Bench Mark is designated as VM 5740
 AD5898.by the Center for Operational Oceanographic Products and Services.
 AD5898
 AD5898.The geoid height was determined by GEOID03.
 AD5898
 AD5898.The dynamic height is computed by dividing the NAVD 88
 AD5898.geopotential number by the normal gravity value computed on the
 AD5898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5898.degrees latitude (g = 980.6199 gals.).
 AD5898
 AD5898.The modeled gravity was interpolated from observed gravity values.
 AD5898
 AD5898;                    North         East    Units  Estimated Accuracy
 AD5898;SPC FL E     -   188,630.      287,770.      MT  (+/- 180 meters Scaled)
 AD5898
 AD5898                          SUPERSEDED SURVEY CONTROL
 AD5898
 AD5898  NGVD 29 (09/01/92)    5.098  (m)           16.73   (f) ADJUSTED    2 1
 AD5898
 AD5898.Superseded values are not recommended for survey control.
 AD5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5898.See file dsdata.txt to determine how the superseded data were derived.
 AD5898
 AD5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877797(NAD 83)
 AD5898_MARKER: DB = BENCH MARK DISK
 AD5898_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5898_SP_SET: CONCRETE BRIDGE CURBING
 AD5898_STAMPING: 2 16.925
 AD5898_MARK LOGO: FLHD  
 AD5898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5898
 AD5898  HISTORY     - Date     Condition        Report By
 AD5898  HISTORY     - UNK      MONUMENTED       FLHD
 AD5898  HISTORY     - 1981     GOOD             FLDNR
 AD5898  HISTORY     - 19980313 GOOD             USPSQD
 AD5898
 AD5898                          STATION DESCRIPTION
 AD5898
 AD5898'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5898'0.5 MI WEST FROM HOLLYWOOD.
 AD5898'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5898'HOLLYWOOD, GO 0.5 MILE WEST ON HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5898'LAKE AND THE MARK.  THE MARK IS SET IN THE CONCRETE CURBING AT THE
 AD5898'NORTHEAST CORNER OF THE BRIDGE, 27 FEET NORTH OF THE CENTERLINE OF THE
 AD5898'BRIDGE, AND 0.5 FOOT WEST OF THE EAST END OF THE BRIDGE, AND
 AD5898'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5898
 AD5898                          STATION RECOVERY (1998)
 AD5898
 AD5898'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8668 ***********************************************************************
 AD8668  DESIGNATION -  2 21 46 27
 AD8668  PID         -  AD8668
 AD8668  STATE/COUNTY-  FL/LEE
 AD8668  USGS QUAD   -  CORKSCREW (1973)
 AD8668
 AD8668                         *CURRENT SURVEY CONTROL
 AD8668  ___________________________________________________________________
 AD8668* NAD 83(1999)-  26 27 04.09194(N)    081 36 42.36735(W)     ADJUSTED  
 AD8668* NAVD 88     -         8.2    (meters)      27.     (feet)  GPS OBS   
 AD8668  ___________________________________________________________________
 AD8668  X           -     833,589.532 (meters)                     COMP
 AD8668  Y           -  -5,653,091.844 (meters)                     COMP
 AD8668  Z           -   2,823,891.658 (meters)                     COMP
 AD8668  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AD8668  ELLIP HEIGHT-         -16.09  (meters)          (07/06/01) GPS OBS
 AD8668  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AD8668
 AD8668  HORZ ORDER  -  FIRST
 AD8668  ELLP ORDER  -  FOURTH    CLASS II
 AD8668
 AD8668.The horizontal coordinates were established by GPS observations
 AD8668.and adjusted by the National Geodetic Survey in July 2001..
 AD8668
 AD8668.The orthometric height was determined by GPS observations and a
 AD8668.high-resolution geoid model.
 AD8668
 AD8668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8668
 AD8668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8668
 AD8668.The ellipsoidal height was determined by GPS observations
 AD8668.and is referenced to NAD 83.
 AD8668
 AD8668.The geoid height was determined by GEOID03.
 AD8668
 AD8668;                    North         East     Units Scale Factor Converg.
 AD8668;SPC FL W     -   234,652.425   238,717.070   MT  0.99995968   +0 10 22.6
 AD8668;SPC FL W     -   769,855.50    783,190.92   sFT  0.99995968   +0 10 22.6
 AD8668;SPC FL E     -   234,739.084   138,989.835   MT  0.99998712   -0 16 21.0
 AD8668;SPC FL E     -   770,139.81    456,002.48   sFT  0.99998712   -0 16 21.0
 AD8668;UTM  17      - 2,925,790.974   439,010.651   MT  0.99964592   -0 16 21.0
 AD8668
 AD8668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8668!SPC FL W     -   1.00000253  x   0.99995968  =   0.99996221
 AD8668!SPC FL E     -   1.00000253  x   0.99998712  =   0.99998965
 AD8668!UTM  17      -   1.00000253  x   0.99964592  =   0.99964845
 AD8668
 AD8668                          SUPERSEDED SURVEY CONTROL
 AD8668
 AD8668  NAD 83(1990)-  26 27 04.09027(N)    081 36 42.36609(W) AD(       ) 1
 AD8668  ELLIP H (11/12/93)  -16.05   (m)                       GP(       ) 4 1
 AD8668
 AD8668.Superseded values are not recommended for survey control.
 AD8668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8668.See file dsdata.txt to determine how the superseded data were derived.
 AD8668
 AD8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3901125791(NAD 83)
 AD8668_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8668_SP_SET: CONCRETE POST
 AD8668_STAMPING: GPS 2-21 46 27 9074 1990
 AD8668_MARK LOGO: DENI  
 AD8668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8668+STABILITY: SURFACE MOTION
 AD8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8668+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8668
 AD8668  HISTORY     - Date     Condition        Report By
 AD8668  HISTORY     - 1990     MONUMENTED       DENI
 AD8668  HISTORY     - 19910108 GOOD
 AD8668
 AD8668                          STATION DESCRIPTION
 AD8668
 AD8668'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8668'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 21, TWP 46S,
 AD8668'RGE 27E, 20.6 MI (33.2 KM) SOUTHEAST OF FORT MYERS, 10.3 MI
 AD8668'(16.6 KM) EAST OF THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD
 AD8668'850, EXIT 19.
 AD8668'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY
 AD8668'ROAD 850, GO EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE
 AD8668'INTERSECTION WITH ALICO ROAD, THEN CONTINUE EAST 5.75 MI (9.25 KM) ON
 AD8668'CORKSCREW ROAD TO A GRAVEL FARM ROAD LEADING NORTH AND THE STATION IN
 AD8668'THE NORTHWEST QUADRANT.
 AD8668'STATION IS 137 FT (41.8 M) NORTH OF THE CENTERLINE OF CORKSCREW ROAD,
 AD8668'50 FT (15.2 M) WEST OF THE CENTERLINE OF GRAVEL FARM ROAD, 38.0 FT
 AD8668'(11.6 M) WEST NORTHWEST OF A STEEL GATE POST, 98.4 FT (30.0 M) NORTH
 AD8668'OF A WIRE FENCE INTERSECTION, 5.0 FT (1.5 M) EAST OF A WIRE FENCE,
 AD8668'4.8 FT (1.5 M) EAST OF A WITNESS POST.
 AD8668'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8668'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8668'GROUND LEVEL.
 AD8668
 AD8668                          STATION RECOVERY (1991)
 AD8668
 AD8668'RECOVERED 1991
 AD8668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8669 ***********************************************************************
 AD8669  DESIGNATION -  2 24 46 27
 AD8669  PID         -  AD8669
 AD8669  STATE/COUNTY-  FL/LEE
 AD8669  USGS QUAD   -  CORKSCREW (1973)
 AD8669
 AD8669                         *CURRENT SURVEY CONTROL
 AD8669  ___________________________________________________________________
 AD8669* NAD 83(1999)-  26 27 05.46304(N)    081 33 45.83349(W)     ADJUSTED  
 AD8669* NAVD 88     -         7.8    (meters)      26.     (feet)  GPS OBS   
 AD8669  ___________________________________________________________________
 AD8669  X           -     838,424.670 (meters)                     COMP
 AD8669  Y           -  -5,652,357.373 (meters)                     COMP
 AD8669  Z           -   2,823,929.251 (meters)                     COMP
 AD8669  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AD8669  ELLIP HEIGHT-         -16.51  (meters)          (07/06/01) GPS OBS
 AD8669  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AD8669
 AD8669  HORZ ORDER  -  FIRST
 AD8669  ELLP ORDER  -  FOURTH    CLASS II
 AD8669
 AD8669.The horizontal coordinates were established by GPS observations
 AD8669.and adjusted by the National Geodetic Survey in July 2001..
 AD8669
 AD8669.The orthometric height was determined by GPS observations and a
 AD8669.high-resolution geoid model.
 AD8669
 AD8669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8669
 AD8669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8669
 AD8669.The ellipsoidal height was determined by GPS observations
 AD8669.and is referenced to NAD 83.
 AD8669
 AD8669.The geoid height was determined by GEOID03.
 AD8669
 AD8669;                    North         East     Units Scale Factor Converg.
 AD8669;SPC FL W     -   234,710.313   243,607.303   MT  0.99996465   +0 11 41.2
 AD8669;SPC FL W     -   770,045.42    799,234.96   sFT  0.99996465   +0 11 41.2
 AD8669;SPC FL E     -   234,758.952   143,880.475   MT  0.99998005   -0 15 02.4
 AD8669;SPC FL E     -   770,205.00    472,047.86   sFT  0.99998005   -0 15 02.4
 AD8669;UTM  17      - 2,925,810.835   443,899.623   MT  0.99963886   -0 15 02.4
 AD8669
 AD8669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8669!SPC FL W     -   1.00000259  x   0.99996465  =   0.99996724
 AD8669!SPC FL E     -   1.00000259  x   0.99998005  =   0.99998264
 AD8669!UTM  17      -   1.00000259  x   0.99963886  =   0.99964145
 AD8669
 AD8669                          SUPERSEDED SURVEY CONTROL
 AD8669
 AD8669  NAD 83(1990)-  26 27 05.46144(N)    081 33 45.83190(W) AD(       ) 1
 AD8669  ELLIP H (11/12/93)  -16.47   (m)                       GP(       ) 4 1
 AD8669
 AD8669.Superseded values are not recommended for survey control.
 AD8669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8669.See file dsdata.txt to determine how the superseded data were derived.
 AD8669
 AD8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4390025811(NAD 83)
 AD8669_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8669_SP_SET: D.H. IN CONC HEADWALL OF CULVE
 AD8669_STAMPING: 2-24 46 27 9076 1990
 AD8669_MARK LOGO: DENI  
 AD8669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8669+STABILITY: SURFACE MOTION
 AD8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8669+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1991
 AD8669
 AD8669  HISTORY     - Date     Condition        Report By
 AD8669  HISTORY     - 1990     MONUMENTED       DENI
 AD8669  HISTORY     - 19910105 GOOD
 AD8669
 AD8669                          STATION DESCRIPTION
 AD8669
 AD8669'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8669'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 24, TWP 46S,
 AD8669'RGE 27E, NEAR THE LEE/COLLIER COUNTY LINE, 23.0 MI (37.0 KM)
 AD8669'SOUTHEAST OF FORT MYERS, 13.4 MI (21.6 KM) EAST OF THE JUNCTION OF
 AD8669'I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8669'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY
 AD8669'ROAD 850, EXIT 19, GO EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO
 AD8669'THE JUNCTION WITH ALICO ROAD, THEN CONTINUE EAST 9.0 MI (14.5 KM) ON
 AD8669'CORKSCREW ROAD TO A 90 DEGREE CURVE TO THE LEFT AT THE LEE/COLLIER
 AD8669'COUNTY LINE AND MARK ON LEFT IN THE NORTH END OF THE WEST CONCRETE
 AD8669'HEADWALL OF A CULVERT.
 AD8669'STATION IS 18.3 FT (5.6 M) WEST OF THE CENTERLINE OF NORTH-SOUTH
 AD8669'CORKSCREW ROAD, 85 FT (25.9 M) NORTH OF THE CENTERLINE OF EAST-WEST
 AD8669'CORKSCREW ROAD, 0.45 FT (0.14 M) SOUTH OF THE NORTH END OF THE WEST
 AD8669'CONCRETE HEADWALL OF A CULVERT, 122.5 NORTH NORTHWEST OF A POWER
 AD8669'POLE, 113.5 FT (34.6 M) NORTH OF A POWER POLE, AND 1.4 FT (0.4 M)
 AD8669'SOUTH OF A WITNESS POST.
 AD8669'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8669'DISK SET IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL.
 AD8669
 AD8669                          STATION RECOVERY (1991)
 AD8669
 AD8669'RECOVERED 1991
 AD8669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8670 ***********************************************************************
 AD8670  DESIGNATION -  2 24 47 26
 AD8670  PID         -  AD8670
 AD8670  STATE/COUNTY-  FL/LEE
 AD8670  USGS QUAD   -  CORKSCREW SW (1987)
 AD8670
 AD8670                         *CURRENT SURVEY CONTROL
 AD8670  ___________________________________________________________________
 AD8670* NAD 83(1999)-  26 21 44.05468(N)    081 39 31.38121(W)     ADJUSTED  
 AD8670* NAVD 88     -         5.0    (meters)      16.     (feet)  GPS OBS   
 AD8670  ___________________________________________________________________
 AD8670  X           -     829,592.166 (meters)                     COMP
 AD8670  Y           -  -5,658,104.386 (meters)                     COMP
 AD8670  Z           -   2,815,068.490 (meters)                     COMP
 AD8670  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AD8670  ELLIP HEIGHT-         -19.17  (meters)          (07/06/01) GPS OBS
 AD8670  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AD8670
 AD8670  HORZ ORDER  -  FIRST
 AD8670  ELLP ORDER  -  FOURTH    CLASS II
 AD8670
 AD8670.The horizontal coordinates were established by GPS observations
 AD8670.and adjusted by the National Geodetic Survey in July 2001..
 AD8670
 AD8670.The orthometric height was determined by GPS observations and a
 AD8670.high-resolution geoid model.
 AD8670
 AD8670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8670
 AD8670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8670
 AD8670.The ellipsoidal height was determined by GPS observations
 AD8670.and is referenced to NAD 83.
 AD8670
 AD8670.The geoid height was determined by GEOID03.
 AD8670
 AD8670;                    North         East     Units Scale Factor Converg.
 AD8670;SPC FL W     -   224,790.096   234,061.122   MT  0.99995549   +0 09 05.6
 AD8670;SPC FL W     -   737,498.84    767,915.53   sFT  0.99995549   +0 09 05.6
 AD8670;SPC FL E     -   224,912.866   134,257.315   MT  0.99999452   -0 17 33.0
 AD8670;SPC FL E     -   737,901.63    440,475.87   sFT  0.99999452   -0 17 33.0
 AD8670;UTM  17      - 2,915,968.108   434,279.746   MT  0.99965332   -0 17 33.0
 AD8670
 AD8670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8670!SPC FL W     -   1.00000301  x   0.99995549  =   0.99995850
 AD8670!SPC FL E     -   1.00000301  x   0.99999452  =   0.99999753
 AD8670!UTM  17      -   1.00000301  x   0.99965332  =   0.99965633
 AD8670
 AD8670                          SUPERSEDED SURVEY CONTROL
 AD8670
 AD8670  NAD 83(1990)-  26 21 44.05295(N)    081 39 31.38056(W) AD(       ) 1
 AD8670  ELLIP H (11/12/93)  -19.10   (m)                       GP(       ) 4 1
 AD8670
 AD8670.Superseded values are not recommended for survey control.
 AD8670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8670.See file dsdata.txt to determine how the superseded data were derived.
 AD8670
 AD8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3428015968(NAD 83)
 AD8670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8670_SP_SET: CONCRETE POST
 AD8670_STAMPING: GPS 2-24 47 26 9053 1990
 AD8670_MARK LOGO: DENI  
 AD8670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8670+STABILITY: SURFACE MOTION
 AD8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8670+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8670
 AD8670  HISTORY     - Date     Condition        Report By
 AD8670  HISTORY     - 1990     MONUMENTED       DENI
 AD8670  HISTORY     - 19910109 GOOD
 AD8670
 AD8670                          STATION DESCRIPTION
 AD8670
 AD8670'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8670'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SEC. 24, TWP 47S, RGE
 AD8670'26E, 23.2 MI (37.3 KM) SOUTHEAST OF FORT MYERS, 7.7 MI (12.4 KM) EAST
 AD8670'NORTHEAST OF BONITA SPRINGS, AT THE LEE/COLLIER COUNTY LINE, 6.1 MI
 AD8670'(9.8 KM) EAST NORTHEAST OF THE JUNCTION OF I-75 AND BONITA BEACH
 AD8670'ROAD/COUNTY ROAD 865, EXIT 18.
 AD8670'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8670'LANES), GO EAST 4.65 MI (7.48 KM) ON BONITA BEACH ROAD TO A GRAVEL
 AD8670'ROAD TO NORTH, THEN NORTH 2.0 MI (3.2 KM) AND EAST 1.0 MI (1.6 KM) ON
 AD8670'GRAVEL ROADS TO THE STATION AT THE LEE/COLLIER COUNTY LINE AND IN THE
 AD8670'NORTHWEST QUADRANT OF GRAVEL ROAD T-INTERSECTION.
 AD8670'STATION IS 61.5 FT (18.7 M) NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 AD8670'30.5 FT (9.3 M) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 32.3 FT
 AD8670'(9.8 M) NORTHWEST OF THE WEST GATE POST OF AN EAST-WEST GATE ACROSS
 AD8670'THE GRAVEL ROAD TO THE NORTH, 39.5 FT (12.0 M) NORTH OF POWER POLE
 AD8670'NO. 25-90, 2.6 FT (0.8 M) WEST OF A WITNESS POST.
 AD8670'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8670'DISK SET IN TOP OF AN 11 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8670'GROUND LEVEL.
 AD8670
 AD8670                          STATION RECOVERY (1991)
 AD8670
 AD8670'RECOVERED 1991
 AD8670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2615 ***********************************************************************
 AD2615  DESIGNATION -  2 24.040
 AD2615  PID         -  AD2615
 AD2615  STATE/COUNTY-  FL/PALM BEACH
 AD2615  USGS QUAD   -  BOCA RATON (1983)
 AD2615
 AD2615                         *CURRENT SURVEY CONTROL
 AD2615  ___________________________________________________________________
 AD2615* NAD 83(1986)-  26 20 21.     (N)    080 04 19.     (W)     SCALED    
 AD2615* NAVD 88     -         6.858  (meters)      22.50   (feet)  ADJUSTED  
 AD2615  ___________________________________________________________________
 AD2615  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AD2615  DYNAMIC HT  -           6.847 (meters)      22.46  (feet)  COMP
 AD2615  MODELED GRAV-     979,080.0   (mgal)                       NAVD 88
 AD2615
 AD2615  VERT ORDER  -  SECOND    CLASS 0
 AD2615
 AD2615.The horizontal coordinates were scaled from a topographic map and have
 AD2615.an estimated accuracy of +/- 6 seconds.
 AD2615
 AD2615.The orthometric height was determined by differential leveling
 AD2615.and adjusted by the National Geodetic Survey in June 1991..
 AD2615
 AD2615.The geoid height was determined by GEOID03.
 AD2615
 AD2615.The dynamic height is computed by dividing the NAVD 88
 AD2615.geopotential number by the normal gravity value computed on the
 AD2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2615.degrees latitude (g = 980.6199 gals.).
 AD2615
 AD2615.The modeled gravity was interpolated from observed gravity values.
 AD2615
 AD2615;                    North         East    Units  Estimated Accuracy
 AD2615;SPC FL E     -   222,520.      292,640.      MT  (+/- 180 meters Scaled)
 AD2615
 AD2615                          SUPERSEDED SURVEY CONTROL
 AD2615
 AD2615  NGVD 29 (??/??/92)    7.337  (m)           24.07   (f) ADJ UNCH    2 0
 AD2615
 AD2615.Superseded values are not recommended for survey control.
 AD2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2615.See file dsdata.txt to determine how the superseded data were derived.
 AD2615
 AD2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926135(NAD 83)
 AD2615_MARKER: DD = SURVEY DISK
 AD2615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2615_SP_SET: CONCRETE BANNISTER
 AD2615_STAMPING: 2 24.040
 AD2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2615+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005
 AD2615
 AD2615  HISTORY     - Date     Condition        Report By
 AD2615  HISTORY     - UNK      MONUMENTED       FLHD
 AD2615  HISTORY     - 1970     GOOD             NGS
 AD2615  HISTORY     - 1973     GOOD             NGS
 AD2615  HISTORY     - 1990     GOOD             USPSQD
 AD2615  HISTORY     - 1990     GOOD             USPSQD
 AD2615  HISTORY     - 20031128 GOOD             USPSQD
 AD2615  HISTORY     - 20050103 GOOD             USPSQD
 AD2615
 AD2615                          STATION DESCRIPTION
 AD2615
 AD2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2615'1.8 MI SE FROM BOCA RATON.
 AD2615'ABOUT 1.0 MILE EAST ALONG PALMETTO PARK ROAD FROM THE JUNCTION
 AD2615'OF U.S. HIGHWAY 1 AT BOCA RATON, THENCE 0.8 MILE SOUTH ALONG
 AD2615'STATE HIGHWAY A 1 A, SET ON THE TOP OF THE NORTH END OF THE
 AD2615'WEST CONCRETE BANNISTER OF THE HIGHWAY BRIDGE OVER BOCA RATON
 AD2615'INLET, ABOUT 1.9 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 810
 AD2615'AT DEERFIELD BEACH, 18.0 FEET WEST OF THE CENTER LINE OF THE
 AD2615'HIGHWAY, 8 FEET SOUTH OF THE NORTH END OF THE BANNISTER AND
 AD2615'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AD2615
 AD2615                          STATION RECOVERY (1973)
 AD2615
 AD2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (1990)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (1990)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (2003)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (2005)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2433 ***********************************************************************
 AD2433  DESIGNATION -  2 25.420 FLHD
 AD2433  PID         -  AD2433
 AD2433  STATE/COUNTY-  FL/BROWARD
 AD2433  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2433
 AD2433                         *CURRENT SURVEY CONTROL
 AD2433  ___________________________________________________________________
 AD2433* NAD 83(1986)-  26 02 03.     (N)    080 07 03.     (W)     SCALED    
 AD2433* NAVD 88     -         7.178  (meters)      23.55   (feet)  ADJUSTED  
 AD2433  ___________________________________________________________________
 AD2433  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AD2433  DYNAMIC HT  -           7.166 (meters)      23.51  (feet)  COMP
 AD2433  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 AD2433
 AD2433  VERT ORDER  -  SECOND    CLASS 0
 AD2433
 AD2433.The horizontal coordinates were scaled from a topographic map and have
 AD2433.an estimated accuracy of +/- 6 seconds.
 AD2433
 AD2433.The orthometric height was determined by differential leveling
 AD2433.and adjusted by the National Geodetic Survey in June 1991..
 AD2433.WARNING-Repeat measurements at this control monument indicate possible
 AD2433.vertical movement.
 AD2433
 AD2433.The geoid height was determined by GEOID03.
 AD2433
 AD2433.The dynamic height is computed by dividing the NAVD 88
 AD2433.geopotential number by the normal gravity value computed on the
 AD2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2433.degrees latitude (g = 980.6199 gals.).
 AD2433
 AD2433.The modeled gravity was interpolated from observed gravity values.
 AD2433
 AD2433;                    North         East    Units  Estimated Accuracy
 AD2433;SPC FL E     -   188,700.      288,330.      MT  (+/- 180 meters Scaled)
 AD2433
 AD2433                          SUPERSEDED SURVEY CONTROL
 AD2433
 AD2433  NGVD 29 (09/01/92)    7.658  (m)           25.12   (f) ADJUSTED    2 0
 AD2433
 AD2433.Superseded values are not recommended for survey control.
 AD2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2433.See file dsdata.txt to determine how the superseded data were derived.
 AD2433
 AD2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ882797(NAD 83)
 AD2433_MARKER: DD = SURVEY DISK
 AD2433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2433_SP_SET: BANNISTER
 AD2433_STAMPING: 2 25.420
 AD2433_MARK LOGO: FLHD  
 AD2433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2433
 AD2433  HISTORY     - Date     Condition        Report By
 AD2433  HISTORY     - UNK      MONUMENTED       FLHD
 AD2433  HISTORY     - 1970     GOOD             NGS
 AD2433  HISTORY     - 1973     GOOD             NGS
 AD2433  HISTORY     - 1981     GOOD             FLDNR
 AD2433  HISTORY     - 1990     GOOD             USPSQD
 AD2433  HISTORY     - 19980313 GOOD             USPSQD
 AD2433  HISTORY     - 20021222 GOOD             USPSQD
 AD2433
 AD2433                          STATION DESCRIPTION
 AD2433
 AD2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2433'1.6 MI N FROM HOLLYWOOD BEACH.
 AD2433'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2433'OF STATE HIGHWAY 820, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY
 AD2433'822, SET ON THE TOP OF THE NORTH BANNISTER OF THE STATE HIGHWAY
 AD2433'822 BRIDGE OVER THE INTRACOASTAL WATERWAY, 17.2 FEET NORTH OF
 AD2433'THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 7.5 FEET
 AD2433'WEST OF THE EAST END OF THE BANNISTER AND 3 FEET ABOVE THE
 AD2433'LEVEL OF THE HIGHWAY.
 AD2433
 AD2433                          STATION RECOVERY (1973)
 AD2433
 AD2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (1981)
 AD2433
 AD2433'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (1990)
 AD2433
 AD2433'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (1998)
 AD2433
 AD2433'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (2002)
 AD2433
 AD2433'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8671 ***********************************************************************
 AD8671  DESIGNATION -  2 28 45 27
 AD8671  PID         -  AD8671
 AD8671  STATE/COUNTY-  FL/LEE
 AD8671  USGS QUAD   -  ALVA SE (1973)
 AD8671
 AD8671                         *CURRENT SURVEY CONTROL
 AD8671  ___________________________________________________________________
 AD8671* NAD 83(1999)-  26 31 52.13655(N)    081 36 45.30259(W)     ADJUSTED  
 AD8671* NAVD 88     -         8.794  (meters)      28.85   (feet)  ADJUSTED  
 AD8671  ___________________________________________________________________
 AD8671  X           -     832,932.355 (meters)                     COMP
 AD8671  Y           -  -5,649,192.145 (meters)                     COMP
 AD8671  Z           -   2,831,826.091 (meters)                     COMP
 AD8671  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AD8671  ELLIP HEIGHT-         -15.57  (meters)          (07/06/01) GPS OBS
 AD8671  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AD8671  DYNAMIC HT  -           8.780 (meters)      28.81  (feet)  COMP
 AD8671  MODELED GRAV-     979,057.3   (mgal)                       NAVD 88
 AD8671
 AD8671  HORZ ORDER  -  FIRST
 AD8671  VERT ORDER  -  FIRST     CLASS II
 AD8671  ELLP ORDER  -  FOURTH    CLASS II
 AD8671
 AD8671.The horizontal coordinates were established by GPS observations
 AD8671.and adjusted by the National Geodetic Survey in July 2001..
 AD8671
 AD8671.The orthometric height was determined by differential leveling
 AD8671.and adjusted by the National Geodetic Survey in February 2002..
 AD8671
 AD8671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8671
 AD8671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8671
 AD8671.The ellipsoidal height was determined by GPS observations
 AD8671.and is referenced to NAD 83.
 AD8671
 AD8671.The geoid height was determined by GEOID03.
 AD8671
 AD8671.The dynamic height is computed by dividing the NAVD 88
 AD8671.geopotential number by the normal gravity value computed on the
 AD8671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8671.degrees latitude (g = 980.6199 gals.).
 AD8671
 AD8671.The modeled gravity was interpolated from observed gravity values.
 AD8671
 AD8671;                    North         East     Units Scale Factor Converg.
 AD8671;SPC FL W     -   243,516.800   238,609.021   MT  0.99995957   +0 10 23.0
 AD8671;SPC FL W     -   798,938.03    782,836.43   sFT  0.99995957   +0 10 23.0
 AD8671;SPC FL E     -   243,604.275   138,950.799   MT  0.99998717   -0 16 25.1
 AD8671;SPC FL E     -   799,225.03    455,874.41   sFT  0.99998717   -0 16 25.1
 AD8671;UTM  17      - 2,934,653.140   438,971.629   MT  0.99964598   -0 16 25.1
 AD8671
 AD8671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8671!SPC FL W     -   1.00000245  x   0.99995957  =   0.99996202
 AD8671!SPC FL E     -   1.00000245  x   0.99998717  =   0.99998962
 AD8671!UTM  17      -   1.00000245  x   0.99964598  =   0.99964843
 AD8671
 AD8671                          SUPERSEDED SURVEY CONTROL
 AD8671
 AD8671  NAD 83(1990)-  26 31 52.13476(N)    081 36 45.30132(W) AD(       ) 1
 AD8671  ELLIP H (11/12/93)  -15.54   (m)                       GP(       ) 4 1
 AD8671  NAVD 88 (12/12/02)    8.79   (m)           28.8    (f) LEVELING    3  
 AD8671
 AD8671.Superseded values are not recommended for survey control.
 AD8671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8671.See file dsdata.txt to determine how the superseded data were derived.
 AD8671
 AD8671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3897234653(NAD 83)
 AD8671_MARKER: DD = SURVEY DISK
 AD8671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8671_SP_SET: CONCRETE POST
 AD8671_STAMPING: GPS 2-28 45 27 9072 1990
 AD8671_MARK LOGO: DENI  
 AD8671_PROJECTION: RECESSED 6 CENTIMETERS
 AD8671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8671+STABILITY: SURFACE MOTION
 AD8671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8671+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 AD8671
 AD8671  HISTORY     - Date     Condition        Report By
 AD8671  HISTORY     - 1990     MONUMENTED       DENI
 AD8671  HISTORY     - 19910107 GOOD
 AD8671  HISTORY     - 20010917 GOOD             LDBLS
 AD8671  HISTORY     - 20020507 GOOD             MAPTEC
 AD8671
 AD8671                          STATION DESCRIPTION
 AD8671
 AD8671'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8671'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 27, TWP 45S,
 AD8671'RGE 27E, 17.6 MI (28.3 KM) SOUTHEAST OF FORT MYERS, IN LEHIGH ACRES,
 AD8671'13.9 MI (22.4 KM) SOUTHEAST OF THE JUNCTION OF I-75 AND STATE ROUTE
 AD8671'82/IMMOKALEE ROAD, EXIT 23.
 AD8671'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE
 AD8671'82/IMMOKALEE ROAD, GO SOUTHEAST ON STATE ROUTE 82/IMMOKALEE ROAD 14.1
 AD8671'MI (22.7 KM) TO THE STATION ON THE LEFT.  STATION IS ALSO LOCATED
 AD8671'0.45 MI (0.72 KM) NORTHWEST ALONG STATE ROUTE 82 FROM THE JUNCTION OF
 AD8671'STATE ROUTE 82 AND BELL BOULEVARD.
 AD8671'STATION IS 101.2 FT (30.8 M) NORTH NORTHEAST OF THE CENTERLINE OF
 AD8671'STATE ROUTE 82, 67.5 NORTHWEST OF A 10 INCH DIAMETER LONE PINE TREE,
 AD8671'93.0 FT (28.3 M) EAST SOUTHEAST OF A POWER POLE, AND 1.9 FT (0.6 M)
 AD8671'SOUTH OF A WITNESS POST.
 AD8671'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8671'DISK SET IN TOP OF A 9 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8671'GROUND LEVEL.
 AD8671
 AD8671                          STATION RECOVERY (1991)
 AD8671
 AD8671'RECOVERED 1991
 AD8671'RECOVERED IN GOOD CONDITION.
 AD8671
 AD8671                          STATION RECOVERY (2001)
 AD8671
 AD8671'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8671'THE MARK IS ABOUT 24.8 KM (15.43 MI) NORTHWEST OF IMMOKALEE, ABOUT
 AD8671'29.0 KM
 AD8671'(18.03 MI) SOUTHEAST OF FORT MYERS, IN SECTION 27, TOWNSHIP 45 SOUTH,
 AD8671'RANGE 27
 AD8671'EAST, LEE COUNTY FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AD8671'TRANSPORTATION.
 AD8671' 
 AD8671'TO REACH THE MARK FROM THE POST OFFICE IN IMMOKALEE GO NORTH ON STATE
 AD8671'ROAD 29
 AD8671'6.3 KM (3.9 MI) TO THE JUNCTION OF STATE ROAD 82, GO NORTHWESTERLY ON
 AD8671'STATE
 AD8671'ROAD 82 17.7 KM (10.97 MI) TO THE JUNCTION WITH BELL BOULEVARD SOUTH,
 AD8671'CONTINUE
 AD8671'NORTHWEST ON STATE ROAD 82 0.8 KM (0.49 MI) TO THE MARK ON THE RIGHT,
 AD8671'ALSO TO
 AD8671'REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE
 AD8671'ROAD NO 82
 AD8671'(I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO TO
 AD8671'SOUTHEAST ON
 AD8671'STATE ROAD 82 10.8 KM (6.74 MI) TO THE JUNCTION WITH DANIELS
 AD8671'PARKWAY-GUNNERY
 AD8671'ROAD, CONTINUE SOUTHEAST ON STATE ROAD 82 11.5 KM (7.14 MI) TO THE
 AD8671'JUNCTION
 AD8671'WITH LYDIA STREET, CONTINUE SOUTHEAST ON STATE ROAD 82 0.3 KM (0.17
 AD8671'MI) TO THE
 AD8671'MARK ON THE LEFT.
 AD8671' 
 AD8671'THE MARK IS 30.78 M (101.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AD8671'ROAD NO
 AD8671'82, 20.57 M (67.5 FT) NORTHWEST OF A LONE 18 INCH PINE TREE, 28.50 M
 AD8671'(93.5 FT)
 AD8671'SOUTHEAST OF A WOOD POWER POLE, 0.21 M (0.7 FT) SOUTHWEST OF THE
 AD8671'CENTER OF A
 AD8671'OVERHEAD ELECTRIC LINE, AND 0.49 M (1.6 FT) SOUTHWEST OF A CARSONITE
 AD8671'WITNESS
 AD8671'POST. THE MARK IS A SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE
 AD8671'MONUMENT
 AD8671'RECESSED 5 CM (0.17 FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.30 M
 AD8671'(1.0
 AD8671'FT) BELOW THE LEVEL OF THE HIGHWAY.
 AD8671'
 AD8671
 AD8671                          STATION RECOVERY (2002)
 AD8671
 AD8671'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8671'THE MARK IS ABOUT 24.8 KM (15.43 MI) NORTHWEST OF IMMOKALEE, ABOUT
 AD8671'29.0 KM
 AD8671'(18.03 MI) SOUTHEAST OF FORT MYERS, IN SECTION 27, TOWNSHIP 45 SOUTH,
 AD8671'RANGE 27
 AD8671'EAST, LEE COUNTY FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AD8671'TRANSPORTATION.
 AD8671' 
 AD8671'TO REACH THE MARK FROM THE POST OFFICE IN IMMOKALEE GO NORTH ON STATE
 AD8671'ROAD 29
 AD8671'6.3 KM (3.9 MI) TO THE JUNCTION OF STATE ROAD 82, GO NORTHWESTERLY ON
 AD8671'STATE
 AD8671'ROAD 82 17.7 KM (10.97 MI) TO THE JUNCTION WITH BELL BOULEVARD SOUTH,
 AD8671'CONTINUE
 AD8671'NORTHWEST ON STATE ROAD 82 0.8 KM (0.49 MI) TO THE MARK ON THE RIGHT,
 AD8671'ALSO TO
 AD8671'REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE
 AD8671'ROAD NO 82
 AD8671'(I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO TO
 AD8671'SOUTHEAST ON
 AD8671'STATE ROAD 82 10.8 KM (6.74 MI) TO THE JUNCTION WITH DANIELS
 AD8671'PARKWAY-GUNNERY
 AD8671'ROAD, CONTINUE SOUTHEAST ON STATE ROAD 82 11.5 KM (7.14 MI) TO THE
 AD8671'JUNCTION
 AD8671'WITH LYDIA STREET, CONTINUE SOUTHEAST ON STATE ROAD 82 0.3 KM (0.17
 AD8671'MI) TO THE
 AD8671'MARK ON THE LEFT.
 AD8671' 
 AD8671'THE MARK IS 30.78 M (101.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AD8671'ROAD NO
 AD8671'82, 20.57 M (67.5 FT) NORTHWEST OF A LONE 18 INCH PINE TREE, 28.50 M
 AD8671'(93.5 FT)
 AD8671'SOUTHEAST OF A WOOD POWER POLE, 0.21 M (0.7 FT) SOUTHWEST OF THE
 AD8671'CENTER OF A
 AD8671'OVERHEAD ELECTRIC LINE, AND 0.49 M (1.6 FT) SOUTHWEST OF A CARSONITE
 AD8671'WITNESS
 AD8671'POST. THE MARK IS A SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE
 AD8671'MONUMENT
 AD8671'RECESSED 5 CM (0.17 FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.30 M
 AD8671'(1.0
 AD8671'FT) BELOW THE LEVEL OF THE HIGHWAY.
 AD8671' 
 AD8671'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)
 AD8671' 
 AD8671' 
 AD8671'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2974 ***********************************************************************
 AD2974  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2974  DESIGNATION -  2 29.130 MST FLDT
 AD2974  PID         -  AD2974
 AD2974  STATE/COUNTY-  FL/PALM BEACH
 AD2974  USGS QUAD   -  JUPITER (1983)
 AD2974
 AD2974                         *CURRENT SURVEY CONTROL
 AD2974  ___________________________________________________________________
 AD2974* NAD 83(1986)-  26 56 54.     (N)    080 05 05.     (W)     SCALED    
 AD2974* NAVD 88     -         8.418  (meters)      27.62   (feet)  ADJUSTED  
 AD2974  ___________________________________________________________________
 AD2974  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AD2974  DYNAMIC HT  -           8.404 (meters)      27.57  (feet)  COMP
 AD2974  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 AD2974
 AD2974  VERT ORDER  -  SECOND    CLASS 0
 AD2974
 AD2974.The horizontal coordinates were scaled from a topographic map and have
 AD2974.an estimated accuracy of +/- 6 seconds.
 AD2974
 AD2974.The orthometric height was determined by differential leveling
 AD2974.and adjusted by the National Geodetic Survey in June 1991..
 AD2974
 AD2974.This Tidal Bench Mark is designated as VM 5551
 AD2974.by the Center for Operational Oceanographic Products and Services.
 AD2974
 AD2974.The geoid height was determined by GEOID03.
 AD2974
 AD2974.The dynamic height is computed by dividing the NAVD 88
 AD2974.geopotential number by the normal gravity value computed on the
 AD2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2974.degrees latitude (g = 980.6199 gals.).
 AD2974
 AD2974.The modeled gravity was interpolated from observed gravity values.
 AD2974
 AD2974;                    North         East    Units  Estimated Accuracy
 AD2974;SPC FL E     -   290,010.      290,880.      MT  (+/- 180 meters Scaled)
 AD2974
 AD2974                          SUPERSEDED SURVEY CONTROL
 AD2974
 AD2974  NGVD 29 (09/01/92)    8.879  (m)           29.13   (f) ADJUSTED    2 0
 AD2974
 AD2974.Superseded values are not recommended for survey control.
 AD2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2974.See file dsdata.txt to determine how the superseded data were derived.
 AD2974
 AD2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908810(NAD 83)
 AD2974_MARKER: DD = SURVEY DISK
 AD2974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2974_SP_SET: ABUTMENT
 AD2974_STAMPING: 2 29.130 MST
 AD2974_MARK LOGO: FLDT  
 AD2974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2974+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD2974
 AD2974  HISTORY     - Date     Condition        Report By
 AD2974  HISTORY     - UNK      MONUMENTED       FLDT
 AD2974  HISTORY     - 1970     GOOD             NGS
 AD2974  HISTORY     - 1972     GOOD             NGS
 AD2974  HISTORY     - 1981     GOOD             FLDNR
 AD2974  HISTORY     - 19890806 GOOD             USPSQD
 AD2974  HISTORY     - 20020629 GOOD             USPSQD
 AD2974  HISTORY     - 20030708 GOOD             USPSQD
 AD2974  HISTORY     - 20040917 GOOD             USPSQD
 AD2974
 AD2974                          STATION DESCRIPTION
 AD2974
 AD2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2974'0.2 MI S FROM JUPITER.
 AD2974'AT JUPITER, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE
 AD2974'JUNCTION OF STATE HIGHWAY 707 LEADING EAST, SET IN THE TOP OF THE
 AD2974'WEST END OF THE NORTH CONCRETE ABUTMENT FOR THE NEW HIGHWAY BRIDGE
 AD2974'OVER THE LOXAHATCHEE RIVER, 4.5 FEET WEST OF THE WEST CURB OF
 AD2974'THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2974
 AD2974                          STATION RECOVERY (1972)
 AD2974
 AD2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (1981)
 AD2974
 AD2974'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (1989)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (2002)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (2003)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (2004)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2503 ***********************************************************************
 AD2503  DESIGNATION -  2 29.830
 AD2503  PID         -  AD2503
 AD2503  STATE/COUNTY-  FL/BROWARD
 AD2503  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2503
 AD2503                         *CURRENT SURVEY CONTROL
 AD2503  ___________________________________________________________________
 AD2503* NAD 83(1986)-  26 00 39.     (N)    080 10 01.     (W)     SCALED    
 AD2503* NAVD 88     -         8.594  (meters)      28.20   (feet)  ADJUSTED  
 AD2503  ___________________________________________________________________
 AD2503  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AD2503  DYNAMIC HT  -           8.580 (meters)      28.15  (feet)  COMP
 AD2503  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 AD2503
 AD2503  VERT ORDER  -  SECOND    CLASS 0
 AD2503
 AD2503.The horizontal coordinates were scaled from a topographic map and have
 AD2503.an estimated accuracy of +/- 6 seconds.
 AD2503
 AD2503.The orthometric height was determined by differential leveling
 AD2503.and adjusted by the National Geodetic Survey in June 1991..
 AD2503
 AD2503.The geoid height was determined by GEOID03.
 AD2503
 AD2503.The dynamic height is computed by dividing the NAVD 88
 AD2503.geopotential number by the normal gravity value computed on the
 AD2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2503.degrees latitude (g = 980.6199 gals.).
 AD2503
 AD2503.The modeled gravity was interpolated from observed gravity values.
 AD2503
 AD2503;                    North         East    Units  Estimated Accuracy
 AD2503;SPC FL E     -   186,080.      283,390.      MT  (+/- 180 meters Scaled)
 AD2503
 AD2503                          SUPERSEDED SURVEY CONTROL
 AD2503
 AD2503  NGVD 29 (??/??/92)    9.081  (m)           29.79   (f) ADJ UNCH    2 0
 AD2503
 AD2503.Superseded values are not recommended for survey control.
 AD2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2503.See file dsdata.txt to determine how the superseded data were derived.
 AD2503
 AD2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ833771(NAD 83)
 AD2503_MARKER: DD = SURVEY DISK
 AD2503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2503_SP_SET: BANNISTER
 AD2503_STAMPING: 2 29.830
 AD2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2503
 AD2503  HISTORY     - Date     Condition        Report By
 AD2503  HISTORY     - UNK      MONUMENTED       FLHD
 AD2503  HISTORY     - 1970     GOOD             NGS
 AD2503  HISTORY     - 1973     GOOD             NGS
 AD2503
 AD2503                          STATION DESCRIPTION
 AD2503
 AD2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2503'0.4 MI W FROM HOLLYWOOD.
 AD2503'ABOUT 0.45 MILE WEST ALONG HOLLYWOOD BLVD. FROM THE CITY HALL AT
 AD2503'HOLLYWOOD, SET ON THE TOP OF THE WEST BANNISTER OF THE WEST
 AD2503'OVERPASS OF INTERSTATE HIGHWAY 95, 24 FEET WEST OF THE CENTER
 AD2503'LINE OF THE SOUTHBOUND LANE OF I 95, 7.1 FEET SOUTH OF THE NORTH
 AD2503'END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE INTERSTATE
 AD2503'HIGHWAY.
 AD2503
 AD2503                          STATION RECOVERY (1973)
 AD2503
 AD2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3591 ***********************************************************************
 BG3591  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3591  DESIGNATION -  2 29.88 FLDT
 BG3591  PID         -  BG3591
 BG3591  STATE/COUNTY-  FL/ESCAMBIA
 BG3591  USGS QUAD   -  PACE (1994)
 BG3591
 BG3591                         *CURRENT SURVEY CONTROL
 BG3591  ___________________________________________________________________
 BG3591* NAD 83(1986)-  30 32 46.     (N)    087 11 45.     (W)     SCALED    
 BG3591* NAVD 88     -         8.991  (meters)      29.50   (feet)  ADJUSTED  
 BG3591  ___________________________________________________________________
 BG3591  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3591  DYNAMIC HT  -           8.980 (meters)      29.46  (feet)  COMP
 BG3591  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BG3591
 BG3591  VERT ORDER  -  SECOND    CLASS I
 BG3591
 BG3591.The horizontal coordinates were scaled from a topographic map and have
 BG3591.an estimated accuracy of +/- 6 seconds.
 BG3591
 BG3591.The orthometric height was determined by differential leveling
 BG3591.and adjusted by the National Geodetic Survey in June 1991..
 BG3591
 BG3591.This Tidal Bench Mark is designated as VM 10270
 BG3591.by the Center for Operational Oceanographic Products and Services.
 BG3591
 BG3591.The geoid height was determined by GEOID03.
 BG3591
 BG3591.The dynamic height is computed by dividing the NAVD 88
 BG3591.geopotential number by the normal gravity value computed on the
 BG3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3591.degrees latitude (g = 980.6199 gals.).
 BG3591
 BG3591.The modeled gravity was interpolated from observed gravity values.
 BG3591
 BG3591;                    North         East    Units  Estimated Accuracy
 BG3591;SPC FL N     -   174,440.      341,360.      MT  (+/- 180 meters Scaled)
 BG3591
 BG3591                          SUPERSEDED SURVEY CONTROL
 BG3591
 BG3591.No superseded survey control is available for this station.
 BG3591
 BG3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU812793(NAD 83)
 BG3591_MARKER: DD = SURVEY DISK
 BG3591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BG3591_SP_SET: BRIDGE ABUTMENT
 BG3591_STAMPING: 2 29.88
 BG3591_MARK LOGO: FLDT  
 BG3591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3591
 BG3591  HISTORY     - Date     Condition        Report By
 BG3591  HISTORY     - UNK      MONUMENTED       FLDT
 BG3591  HISTORY     - 1984     GOOD             FLDNR
 BG3591
 BG3591                          STATION DESCRIPTION
 BG3591
 BG3591'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3591'IN RIVERVIEW.
 BG3591'IN RIVERVIEW,  NEAR THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER
 BG3591'THE ESCAMBIA RIVER.  THE MARK IS SET IN THE SOUTH ABUTMENT FOR THE
 BG3591'EASTBOUND HIGHWAY BRIDGE, 18.6 FEET EAST-SOUTHEAST OF THE CENTERLINE
 BG3591'OF THE HIGHWAY.
 BG3591'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8672 ***********************************************************************
 AD8672  DESIGNATION -  2 36 45 27
 AD8672  PID         -  AD8672
 AD8672  STATE/COUNTY-  FL/LEE
 AD8672  USGS QUAD   -  ALVA SE (1973)
 AD8672
 AD8672                         *CURRENT SURVEY CONTROL
 AD8672  ___________________________________________________________________
 AD8672* NAD 83(1999)-  26 31 05.40462(N)    081 33 49.93207(W)     ADJUSTED  
 AD8672* NAVD 88     -         8.507  (meters)      27.91   (feet)  ADJUSTED  
 AD8672  ___________________________________________________________________
 AD8672  X           -     837,829.303 (meters)                     COMP
 AD8672  Y           -  -5,649,117.028 (meters)                     COMP
 AD8672  Z           -   2,830,539.102 (meters)                     COMP
 AD8672  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AD8672  ELLIP HEIGHT-         -15.85  (meters)          (07/06/01) GPS OBS
 AD8672  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AD8672  DYNAMIC HT  -           8.493 (meters)      27.86  (feet)  COMP
 AD8672  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 AD8672
 AD8672  HORZ ORDER  -  FIRST
 AD8672  VERT ORDER  -  FIRST     CLASS II
 AD8672  ELLP ORDER  -  FOURTH    CLASS II
 AD8672
 AD8672.The horizontal coordinates were established by GPS observations
 AD8672.and adjusted by the National Geodetic Survey in July 2001..
 AD8672
 AD8672.The orthometric height was determined by differential leveling
 AD8672.and adjusted by the National Geodetic Survey in February 2002..
 AD8672
 AD8672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8672
 AD8672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8672
 AD8672.The ellipsoidal height was determined by GPS observations
 AD8672.and is referenced to NAD 83.
 AD8672
 AD8672.The geoid height was determined by GEOID03.
 AD8672
 AD8672.The dynamic height is computed by dividing the NAVD 88
 AD8672.geopotential number by the normal gravity value computed on the
 AD8672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8672.degrees latitude (g = 980.6199 gals.).
 AD8672
 AD8672.The modeled gravity was interpolated from observed gravity values.
 AD8672
 AD8672;                    North         East     Units Scale Factor Converg.
 AD8672;SPC FL W     -   242,094.190   243,468.697   MT  0.99996450   +0 11 41.0
 AD8672;SPC FL W     -   794,270.69    798,780.22   sFT  0.99996450   +0 11 41.0
 AD8672;SPC FL E     -   242,143.799   143,799.344   MT  0.99998016   -0 15 06.4
 AD8672;SPC FL E     -   794,433.45    471,781.68   sFT  0.99998016   -0 15 06.4
 AD8672;UTM  17      - 2,933,193.162   443,818.519   MT  0.99963897   -0 15 06.4
 AD8672
 AD8672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8672!SPC FL W     -   1.00000249  x   0.99996450  =   0.99996699
 AD8672!SPC FL E     -   1.00000249  x   0.99998016  =   0.99998265
 AD8672!UTM  17      -   1.00000249  x   0.99963897  =   0.99964146
 AD8672
 AD8672                          SUPERSEDED SURVEY CONTROL
 AD8672
 AD8672  NAD 83(1990)-  26 31 05.40294(N)    081 33 49.93060(W) AD(       ) 1
 AD8672  ELLIP H (11/12/93)  -15.82   (m)                       GP(       ) 4 1
 AD8672  NAVD 88 (12/12/02)    8.51   (m)           27.9    (f) LEVELING    3  
 AD8672
 AD8672.Superseded values are not recommended for survey control.
 AD8672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8672.See file dsdata.txt to determine how the superseded data were derived.
 AD8672
 AD8672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4381933193(NAD 83)
 AD8672_MARKER: DD = SURVEY DISK
 AD8672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8672_SP_SET: CONCRETE POST
 AD8672_STAMPING: GPS 2-36 45 27 9071 1990
 AD8672_MARK LOGO: DENI  
 AD8672_PROJECTION: FLUSH
 AD8672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8672+STABILITY: SURFACE MOTION
 AD8672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8672+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 AD8672
 AD8672  HISTORY     - Date     Condition        Report By
 AD8672  HISTORY     - 1990     MONUMENTED       DENI
 AD8672  HISTORY     - 19910107 GOOD
 AD8672  HISTORY     - 20010923 GOOD             LDBLS
 AD8672  HISTORY     - 20020507 GOOD             MAPTEC
 AD8672
 AD8672                          STATION DESCRIPTION
 AD8672
 AD8672'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8672'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION SEC.36, TWP
 AD8672'45S, RGE 27E, 20.7 MI (33.3 KM) SOUTHEAST OF FORT MYERS NEAR THE
 AD8672'LEE/HENDRY COUNTY LINE, 16.9 MI (27.2 KM) SOUTHEAST OF THE JUNCTION
 AD8672'OF I-75 AND STATE ROUTE 82/IMMOKALEE ROAD, EXIT 23.
 AD8672'TO REACH STATION FROM THE JUNCTION OF I-75 AND IMMOKALEE ROAD/STATE
 AD8672'ROUTE 82, EXIT 23, GO SOUTHEAST 17.2 MI (27.7 KM) PAST THE
 AD8672'INTERSECTION WITH NAPLES AVENUE TO THE LEE/HENDRY COUNTY LINE AND THE
 AD8672'STATION ON THE RIGHT.  STATION IS ALSO LOCATED 2.65 MI (4.26 KM)
 AD8672'SOUTHEAST ALONG STATE ROUTE 82 FROM THE JUNCTION OF STATE ROUTE 82 AND
 AD8672'BELL BOULEVARD.
 AD8672'STATION IS 108.5 FT (33.1 M) SOUTHWEST OF THE CENTERLINE OF IMMOKALEE
 AD8672'ROAD, 405 FT (123.4 M) SOUTHEAST OF THE CENTERLINE OF NAPLES AVENUE,
 AD8672'97.7 FT (29.8 M) SOUTH OF THE --ENTERING HENDRY CO-- SIGN, 12.0 FT
 AD8672'(3.7 M) SOUTH OF A STATE ROAD DEPARTMENT RIGHT-OF-WAY CONCRETE POST,
 AD8672'9.3 FT (2.8 M) SOUTH OF A CONCRETE PERMANENT REFERENCE MARK MONUMENT,
 AD8672'7.5 FT (2.3 M) SOUTHWEST OF A FENCE CORNER, 1.6 FT (0.5 M) WEST OF A
 AD8672'WITNESS POST.
 AD8672'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8672'DISK SET IN TOP OF A 9 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8672'GROUND LEVEL.
 AD8672
 AD8672                          STATION RECOVERY (1991)
 AD8672
 AD8672'RECOVERED 1991
 AD8672'RECOVERED IN GOOD CONDITION.
 AD8672
 AD8672                          STATION RECOVERY (2001)
 AD8672
 AD8672'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8672'THE MARK IS ABOUT 21.4 KM (13.28 MI) NORTHWEST OF IMMOKALEE, ALSO
 AD8672'ABOUT 32.5 KM
 AD8672'(20.18 MI) SOUTHEAST OF FORT MYERS. IN SECTION 36, TOWNSHIP 45 SOUTH,
 AD8672'RANGE 27
 AD8672'EAST, COLLIER COUNTY FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AD8672'TRANSPORTATION.
 AD8672' 
 AD8672'TO REACH THE MARK FROM THE POST OFFICE IN IMMOKALEE GO NORTH ON STATE
 AD8672'ROAD 29
 AD8672'6.3 KM (3.9 MI) TO THE JUNCTION OF STATE ROAD 82, GO NORTHWESTERLY ON
 AD8672'STATE
 AD8672'ROAD 82 8.6 KM (5.35 MI) TO THE JUNCTION WITH COUNTY ROAD 850,
 AD8672'CONTINUE
 AD8672'NORTHWESTERLY ON STATE ROAD 82 (2.96 MI) TO THE HENDRY-LEE COUNTY LINE
 AD8672'AND THE
 AD8672'MARK ON THE LEFT.
 AD8672' 
 AD8672'THE MARK IS 123.44 M (405.0 FT) SOUTHEAST OF THE CENTERLINE OF NAPLES
 AD8672'AVENUE
 AD8672'SOUTH, 33.07 M (108.5 FT) NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AD8672'82, 15.42 M
 AD8672'(50.6 FT) SOUTHEAST OF (PARALLEL TO STATE ROAD 82) FROM THE ENTERING
 AD8672'HENDRY
 AD8672'COUNTY SIGN ON THE SOUTH SIDE OF THE HIGHWAY, 3.69 M (12.1 FT)
 AD8672'SOUTHEAST OF A
 AD8672'STATE ROAD DEPARTMENT RIGHT OF WAY MONUMENT, 2.87 M (9.4 FT) SOUTHEAST
 AD8672'OF A 4
 AD8672'INCH X 4 INCH CONCRETE MONUMENT WITH A DISK STAMPED PRM 1895 RLS, 2.38
 AD8672'M (7.8
 AD8672'FT) SOUTHWEST OF THE NORTHWEST CORNER OF A BARBED WIRE FENCE, 0.30 M
 AD8672'(1.8 FT)
 AD8672'WEST OF THE BARBED WIRE FENCE, AND 0.49 M (1.6 FT) WEST OF A METAL
 AD8672'WITNESS
 AD8672'POST. THE MARK IS A SURVEY DISK SET FLUSH IN THE TOP OF ROUND CONCRETE
 AD8672'MONUMENT
 AD8672'RECESSED 3 INCHES BELOW THE LEVEL OF THE GROUND AND ABOUT 1.52 M (5.0
 AD8672'FT) BELOW
 AD8672'THE LEVEL OF THE HIGHWAY.
 AD8672'
 AD8672
 AD8672                          STATION RECOVERY (2002)
 AD8672
 AD8672'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8672'THE MARK IS ABOUT 21.4 KM (13.28 MI) NORTHWEST OF IMMOKALEE, ALSO
 AD8672'ABOUT 32.5 KM
 AD8672'(20.18 MI) SOUTHEAST OF FORT MYERS. IN SECTION 36, TOWNSHIP 45 SOUTH,
 AD8672'RANGE 27
 AD8672'EAST, COLLIER COUNTY FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AD8672'TRANSPORTATION.
 AD8672' 
 AD8672'TO REACH THE MARK FROM THE POST OFFICE IN IMMOKALEE GO NORTH ON STATE
 AD8672'ROAD 29
 AD8672'6.3 KM (3.9 MI) TO THE JUNCTION OF STATE ROAD 82, GO NORTHWESTERLY ON
 AD8672'STATE
 AD8672'ROAD 82 8.6 KM (5.35 MI) TO THE JUNCTION WITH COUNTY ROAD 850,
 AD8672'CONTINUE
 AD8672'NORTHWESTERLY ON STATE ROAD 82 (2.96 MI) TO THE HENDRY-LEE COUNTY LINE
 AD8672'AND THE
 AD8672'MARK ON THE LEFT.
 AD8672' 
 AD8672'THE MARK IS 123.44 M (405.0 FT) SOUTHEAST OF THE CENTERLINE OF NAPLES
 AD8672'AVENUE
 AD8672'SOUTH, 33.07 M (108.5 FT) NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AD8672'82, 15.42 M
 AD8672'(50.6 FT) SOUTHEAST OF (PARALLEL TO STATE ROAD 82) FROM THE ENTERING
 AD8672'HENDRY
 AD8672'COUNTY SIGN ON THE SOUTH SIDE OF THE HIGHWAY, 3.69 M (12.1 FT)
 AD8672'SOUTHEAST OF A
 AD8672'STATE ROAD DEPARTMENT RIGHT OF WAY MONUMENT, 2.87 M (9.4 FT) SOUTHEAST
 AD8672'OF A 4
 AD8672'INCH X 4 INCH CONCRETE MONUMENT WITH A DISK STAMPED PRM 1895 RLS, 2.38
 AD8672'M (7.8
 AD8672'FT) SOUTHWEST OF THE NORTHWEST CORNER OF A BARBED WIRE FENCE, 0.30 M
 AD8672'(1.8 FT)
 AD8672'WEST OF THE BARBED WIRE FENCE, AND 0.49 M (1.6 FT) WEST OF A METAL
 AD8672'WITNESS
 AD8672'POST. THE MARK IS A SURVEY DISK SET FLUSH IN THE TOP OF ROUND CONCRETE
 AD8672'MONUMENT
 AD8672'RECESSED 3 INCHES BELOW THE LEVEL OF THE GROUND AND ABOUT 1.52 M (5.0
 AD8672'FT) BELOW
 AD8672'THE LEVEL OF THE HIGHWAY.
 AD8672'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3119 ***********************************************************************
 AF3119  DESIGNATION -  2 A
 AF3119  PID         -  AF3119
 AF3119  STATE/COUNTY-  FL/MARTIN
 AF3119  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3119
 AF3119                         *CURRENT SURVEY CONTROL
 AF3119  ___________________________________________________________________
 AF3119* NAD 83(1986)-  27 11 49.     (N)    080 12 40.     (W)     SCALED    
 AF3119* NAVD 88     -         2.678  (meters)       8.79   (feet)  ADJUSTED  
 AF3119  ___________________________________________________________________
 AF3119  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF3119  DYNAMIC HT  -           2.674 (meters)       8.77  (feet)  COMP
 AF3119  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 AF3119
 AF3119  VERT ORDER  -  FIRST     CLASS I
 AF3119
 AF3119.The horizontal coordinates were scaled from a topographic map and have
 AF3119.an estimated accuracy of +/- 6 seconds.
 AF3119
 AF3119.The orthometric height was determined by differential leveling
 AF3119.and adjusted by the National Geodetic Survey in June 1991..
 AF3119
 AF3119.The geoid height was determined by GEOID03.
 AF3119
 AF3119.The dynamic height is computed by dividing the NAVD 88
 AF3119.geopotential number by the normal gravity value computed on the
 AF3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3119.degrees latitude (g = 980.6199 gals.).
 AF3119
 AF3119.The modeled gravity was interpolated from observed gravity values.
 AF3119
 AF3119;                    North         East    Units  Estimated Accuracy
 AF3119;SPC FL E     -   317,470.      278,160.      MT  (+/- 180 meters Scaled)
 AF3119
 AF3119                          SUPERSEDED SURVEY CONTROL
 AF3119
 AF3119  NGVD 29 (??/??/92)    3.122  (m)           10.24   (f) ADJ UNCH    1 1
 AF3119
 AF3119.Superseded values are not recommended for survey control.
 AF3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3119.See file dsdata.txt to determine how the superseded data were derived.
 AF3119
 AF3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL781084(NAD 83)
 AF3119_MARKER: DD = SURVEY DISK
 AF3119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3119_SP_SET: BRIDGE ABUTMENT
 AF3119_STAMPING: 2 A 10.805
 AF3119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3119
 AF3119  HISTORY     - Date     Condition        Report By
 AF3119  HISTORY     - UNK      MONUMENTED       FLDT
 AF3119  HISTORY     - 1965     GOOD             NGS
 AF3119  HISTORY     - 1973     GOOD             NGS
 AF3119  HISTORY     - 1983     GOOD             USPSQD
 AF3119  HISTORY     - 1984     GOOD             NGS
 AF3119  HISTORY     - 1987     GOOD             USPSQD
 AF3119  HISTORY     - 1989     GOOD             USPSQD
 AF3119  HISTORY     - 1991     GOOD             USPSQD
 AF3119  HISTORY     - 20020418 MARK NOT FOUND   GCYI
 AF3119
 AF3119                          STATION DESCRIPTION
 AF3119
 AF3119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3119'2.4 MI E FROM STUART.
 AF3119'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY A1A FROM THE COURTHOUSE
 AF3119'AT STUART, IN SECTION 2, R 41 E, T 38 S, SET ON THE TOP OF THE
 AF3119'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE
 AF3119'OVER THE ST LUCIE RIVER, 21 FEET SOUTHEAST OF THE CENTER LINE
 AF3119'OF THE HIGHWAY, 1.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AF3119'ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 AF3119
 AF3119                          STATION RECOVERY (1973)
 AF3119
 AF3119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1983)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1983
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1984)
 AF3119
 AF3119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1987)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1989)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1991)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (2002)
 AF3119
 AF3119'RECOVERY NOTE BY G.C.Y., INCORPORATED 2002 (PA)
 AF3119'MARK BELEIVED DESTROYED DO TO CONSTRUCTION OF NEW BRIDGE ACROSS ST
 AF3119'LUCIE RIVER AND REMOVAL
 AF3119'OF OLD BRIDGE.
 AF3119' 
 AF3119'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6268 ***********************************************************************
 AL6268  DESIGNATION -  2 A
 AL6268  PID         -  AL6268
 AL6268  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6268  USGS QUAD   -  ODESSA (1987)
 AL6268
 AL6268                         *CURRENT SURVEY CONTROL
 AL6268  ___________________________________________________________________
 AL6268* NAD 83(1986)-  28 07 41.     (N)    082 31 17.     (W)     SCALED    
 AL6268* NAVD 88     -        17.216  (meters)      56.48   (feet)  ADJUSTED  
 AL6268  ___________________________________________________________________
 AL6268  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AL6268  DYNAMIC HT  -          17.191 (meters)      56.40  (feet)  COMP
 AL6268  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 AL6268
 AL6268  VERT ORDER  -  FIRST     CLASS II
 AL6268
 AL6268.The horizontal coordinates were scaled from a topographic map and have
 AL6268.an estimated accuracy of +/- 6 seconds.
 AL6268
 AL6268.The orthometric height was determined by differential leveling
 AL6268.and adjusted by the National Geodetic Survey in June 1991..
 AL6268
 AL6268.The geoid height was determined by GEOID03.
 AL6268
 AL6268.The dynamic height is computed by dividing the NAVD 88
 AL6268.geopotential number by the normal gravity value computed on the
 AL6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6268.degrees latitude (g = 980.6199 gals.).
 AL6268
 AL6268.The modeled gravity was interpolated from observed gravity values.
 AL6268
 AL6268;                    North         East    Units  Estimated Accuracy
 AL6268;SPC FL W     -   420,510.      148,780.      MT  (+/- 180 meters Scaled)
 AL6268
 AL6268                          SUPERSEDED SURVEY CONTROL
 AL6268
 AL6268  NGVD 29 (??/??/92)   17.469  (m)           57.31   (f) ADJ UNCH    1 2
 AL6268
 AL6268.Superseded values are not recommended for survey control.
 AL6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6268.See file dsdata.txt to determine how the superseded data were derived.
 AL6268
 AL6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM505123(NAD 83)
 AL6268_MARKER: DD = SURVEY DISK
 AL6268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6268_SP_SET: CULVERT
 AL6268_STAMPING: 2 A
 AL6268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6268
 AL6268  HISTORY     - Date     Condition        Report By
 AL6268  HISTORY     - UNK      MONUMENTED       FLHD
 AL6268  HISTORY     - 1966     GOOD             NGS
 AL6268  HISTORY     - 20010811 GOOD             USPSQD
 AL6268  HISTORY     - 20060624 MARK NOT FOUND   USPSQD
 AL6268
 AL6268                          STATION DESCRIPTION
 AL6268
 AL6268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AL6268'7.2 MI NE FROM CITRUS PARK.
 AL6268'ABOUT 4.05 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6268'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 3.2 MILES EAST
 AL6268'ALONG VAN DYKE ROAD, 0.05 MILE EAST OF THE JUNCTION OF DARBY
 AL6268'LANE LEADING SOUTH, 18.0 FEET SOUTH OF THE CENTER LINE OF THE
 AL6268'HIGHWAY, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN
 AL6268'THE TOP NEAR THE CENTER OF THE SOUTH CONCRETE HEAD WALL FOR A
 AL6268'DOUBLE 36-INCH CONCRETE PIPE CULVERT.  STAMPED 2A BY THIS PARTY.
 AL6268
 AL6268                          STATION RECOVERY (2001)
 AL6268
 AL6268'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6268'RECOVERED IN GOOD CONDITION.
 AL6268
 AL6268                          STATION RECOVERY (2006)
 AL6268
 AL6268'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AL6268'THE HEADWALL HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1442 ***********************************************************************
 AQ1442  DESIGNATION -  2 B
 AQ1442  PID         -  AQ1442
 AQ1442  STATE/COUNTY-  FL/VOLUSIA
 AQ1442  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1442
 AQ1442                         *CURRENT SURVEY CONTROL
 AQ1442  ___________________________________________________________________
 AQ1442* NAD 83(1986)-  29 00 47.     (N)    080 59 17.     (W)     SCALED    
 AQ1442* NAVD 88     -        16.612  (meters)      54.50   (feet)  ADJUSTED  
 AQ1442  ___________________________________________________________________
 AQ1442  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AQ1442  DYNAMIC HT  -          16.589 (meters)      54.43  (feet)  COMP
 AQ1442  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 AQ1442
 AQ1442  VERT ORDER  -  SECOND    CLASS 0
 AQ1442
 AQ1442.The horizontal coordinates were scaled from a topographic map and have
 AQ1442.an estimated accuracy of +/- 6 seconds.
 AQ1442
 AQ1442.The orthometric height was determined by differential leveling
 AQ1442.and adjusted by the National Geodetic Survey in June 1991..
 AQ1442
 AQ1442.The geoid height was determined by GEOID03.
 AQ1442
 AQ1442.The dynamic height is computed by dividing the NAVD 88
 AQ1442.geopotential number by the normal gravity value computed on the
 AQ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1442.degrees latitude (g = 980.6199 gals.).
 AQ1442
 AQ1442.The modeled gravity was interpolated from observed gravity values.
 AQ1442
 AQ1442;                    North         East    Units  Estimated Accuracy
 AQ1442;SPC FL E     -   518,480.      201,160.      MT  (+/- 180 meters Scaled)
 AQ1442
 AQ1442                          SUPERSEDED SURVEY CONTROL
 AQ1442
 AQ1442  NGVD 29 (??/??/92)   16.963  (m)           55.65   (f) ADJ UNCH    2 0
 AQ1442
 AQ1442.Superseded values are not recommended for survey control.
 AQ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1442.See file dsdata.txt to determine how the superseded data were derived.
 AQ1442
 AQ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN011094(NAD 83)
 AQ1442_MARKER: DD = SURVEY DISK
 AQ1442_SETTING: 0 = UNSPECIFIED SETTING
 AQ1442_STAMPING: 2B
 AQ1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1442
 AQ1442  HISTORY     - Date     Condition        Report By
 AQ1442  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1442  HISTORY     - 1972     GOOD             FLDT
 AQ1442  HISTORY     - 1984     GOOD             USPSQD
 AQ1442  HISTORY     - 1985     GOOD             USPSQD
 AQ1442
 AQ1442                          STATION DESCRIPTION
 AQ1442
 AQ1442'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1442'4 MI W FROM NEW SMYRNA.
 AQ1442'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1442'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95 AND BENCH
 AQ1442'MARK, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK PRESET FLUSH
 AQ1442'IN NW END OF I-95 SOUTHBOUND LANE BRIDGE GUARDRAIL OVER SR-44.
 AQ1442'IT IS 0.4 FOOT SE OF NW CORNER OF I-95 SOUTHBOUND LANE BRIDGE
 AQ1442'GUARDRAIL AND 30.7 FEET SW OF CENTERLINE OF I-95 SOUTHBOUND
 AQ1442'LANE.  SECTION 22, T17S, R33E.
 AQ1442
 AQ1442                          STATION RECOVERY (1984)
 AQ1442
 AQ1442'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1442'MARK IS ON I 95 BRIDGE OVER SR 44 TO NEW SMYRNA BEACH. MARK SET FLUSH
 AQ1442'IN TOP OF GUARD RAIL. SOUTH BOUND LANE, WEST SIDE, NORTH END OF GUARD
 AQ1442'RAIL.
 AQ1442
 AQ1442                          STATION RECOVERY (1985)
 AQ1442
 AQ1442'RECOVERY NOTE BY US POWER SQUADRON 1985
 AQ1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5842 ***********************************************************************
 AD5842  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5842  DESIGNATION -  2 B CO
 AD5842  PID         -  AD5842
 AD5842  STATE/COUNTY-  FL/BROWARD
 AD5842  USGS QUAD   -  BOCA RATON (1983)
 AD5842
 AD5842                         *CURRENT SURVEY CONTROL
 AD5842  ___________________________________________________________________
 AD5842* NAD 83(1986)-  26 18 58.     (N)    080 04 32.     (W)     SCALED    
 AD5842* NAVD 88     -         4.307  (meters)      14.13   (feet)  ADJUSTED  
 AD5842  ___________________________________________________________________
 AD5842  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AD5842  DYNAMIC HT  -           4.300 (meters)      14.11  (feet)  COMP
 AD5842  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 AD5842
 AD5842  VERT ORDER  -  SECOND    CLASS I
 AD5842
 AD5842.The horizontal coordinates were scaled from a topographic map and have
 AD5842.an estimated accuracy of +/- 6 seconds.
 AD5842
 AD5842.The orthometric height was determined by differential leveling
 AD5842.and adjusted by the National Geodetic Survey in June 1991..
 AD5842
 AD5842.This Tidal Bench Mark is designated as VM 15824
 AD5842.by the Center for Operational Oceanographic Products and Services.
 AD5842
 AD5842.The geoid height was determined by GEOID03.
 AD5842
 AD5842.The dynamic height is computed by dividing the NAVD 88
 AD5842.geopotential number by the normal gravity value computed on the
 AD5842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5842.degrees latitude (g = 980.6199 gals.).
 AD5842
 AD5842.The modeled gravity was interpolated from observed gravity values.
 AD5842
 AD5842;                    North         East    Units  Estimated Accuracy
 AD5842;SPC FL E     -   219,970.      292,300.      MT  (+/- 180 meters Scaled)
 AD5842
 AD5842                          SUPERSEDED SURVEY CONTROL
 AD5842
 AD5842  NGVD 29 (09/01/92)    4.789  (m)           15.71   (f) ADJUSTED    2 1
 AD5842
 AD5842.Superseded values are not recommended for survey control.
 AD5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5842.See file dsdata.txt to determine how the superseded data were derived.
 AD5842
 AD5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922110(NAD 83)
 AD5842_MARKER: DS = TRIANGULATION STATION DISK
 AD5842_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5842_SP_SET: CONCRETE PIER
 AD5842_STAMPING: 2 15.72
 AD5842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5842
 AD5842  HISTORY     - Date     Condition        Report By
 AD5842  HISTORY     - UNK      MONUMENTED       FL-011
 AD5842  HISTORY     - 1981     GOOD             FLDNR
 AD5842  HISTORY     - 1989     GOOD             USPSQD
 AD5842  HISTORY     - 1990     GOOD             USPSQD
 AD5842  HISTORY     - 1990     GOOD             USPSQD
 AD5842  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD5842  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5842  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5842
 AD5842                          STATION DESCRIPTION
 AD5842
 AD5842'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5842'IN DEERFIELD BEACH.
 AD5842'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5842'A1A IN DEERFIELD BEACH, GO 0.25 MILE NORTH ON A1A TO THE DEERFIELD
 AD5842'BEACH PIER AND THE MARK.  THE MARK BEARS 145 FEET EAST OF THE WEST END
 AD5842'OF THE CONCRETE PIER FLOOR, 81.5 FEET EAST OF THE EAST WALL OF THE
 AD5842'BAIT HOUSE, AND IS SET FLUSH IN THE CENTER OF THE CONCRETE PIER FLOOR.
 AD5842
 AD5842                          STATION RECOVERY (1989)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5842'RECOVERED IN GOOD CONDITION.
 AD5842
 AD5842                          STATION RECOVERY (1990)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5842'RECOVERED IN GOOD CONDITION.
 AD5842
 AD5842                          STATION RECOVERY (1990)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5842'RECOVERED IN GOOD CONDITION.
 AD5842
 AD5842                          STATION RECOVERY (2002)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5842'MARK NOT FOUND.
 AD5842
 AD5842                          STATION RECOVERY (2004)
 AD5842
 AD5842'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5842'MARK NOT FOUND COVERED BY NEW FORMED CONCRETE.
 AD5842
 AD5842                          STATION RECOVERY (2004)
 AD5842
 AD5842'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5842'MARK NOT FOUND COVERED BY NEW FORMED CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9674 ***********************************************************************
 AC9674  DESIGNATION -  2 CMP
 AC9674  PID         -  AC9674
 AC9674  STATE/COUNTY-  FL/ALACHUA
 AC9674  USGS QUAD   -  HAWTHORNE (1984)
 AC9674
 AC9674                         *CURRENT SURVEY CONTROL
 AC9674  ___________________________________________________________________
 AC9674* NAD 83(1986)-  29 31 55.     (N)    082 06 07.     (W)     SCALED    
 AC9674* NAVD 88     -        23.930  (meters)      78.51   (feet)  ADJUSTED  
 AC9674  ___________________________________________________________________
 AC9674  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AC9674  DYNAMIC HT  -          23.897 (meters)      78.40  (feet)  COMP
 AC9674  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 AC9674
 AC9674  VERT ORDER  -  SECOND    CLASS I
 AC9674
 AC9674.The horizontal coordinates were scaled from a topographic map and have
 AC9674.an estimated accuracy of +/- 6 seconds.
 AC9674
 AC9674.The orthometric height was determined by differential leveling
 AC9674.and adjusted by the National Geodetic Survey in September 1997..
 AC9674
 AC9674.The geoid height was determined by GEOID03.
 AC9674
 AC9674.The dynamic height is computed by dividing the NAVD 88
 AC9674.geopotential number by the normal gravity value computed on the
 AC9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9674.degrees latitude (g = 980.6199 gals.).
 AC9674
 AC9674.The modeled gravity was interpolated from observed gravity values.
 AC9674
 AC9674;                    North         East    Units  Estimated Accuracy
 AC9674;SPC FL N     -    61,410.      832,440.      MT  (+/- 180 meters Scaled)
 AC9674
 AC9674                          SUPERSEDED SURVEY CONTROL
 AC9674
 AC9674.No superseded survey control is available for this station.
 AC9674
 AC9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN932674(NAD 83)
 AC9674_MARKER: DD = SURVEY DISK
 AC9674_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9674_STAMPING: 2 CMP 1964
 AC9674_MARK LOGO: DI    
 AC9674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9674+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1996
 AC9674
 AC9674  HISTORY     - Date     Condition        Report By
 AC9674  HISTORY     - 1964     MONUMENTED       DI
 AC9674  HISTORY     - 19960421 GOOD             FLDEP
 AC9674
 AC9674                          STATION DESCRIPTION
 AC9674
 AC9674'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9674'THE MARK IS ABOUT 25.5 MI (41.0 KM) NORTH OF OCALA, 2.5 MI (4.0 KM)
 AC9674'SOUTH OF HAWTHORNE, 1.5 MI (2.4 KM) NORTH OF LOCHLOOSA ON U.S. HIGHWAY
 AC9674'301 (STATE ROAD 200, SID MARTION HIGHWAY) IN SECTION 15, TOWNSHIP 11
 AC9674'SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE
 AC9674'ROAD 20 AND U.S. HIGHWAY 301, STATE ROAD 200 (SID MARTIN HIGHWAY)
 AC9674'UNDERPASS IN HAWTHORNE, GO SOUTH ON U.S. HIGHWAY 301, STATE ROAD 200
 AC9674'(SID MARTIN HIGHWAY) FOR 4.55 MI (7.32 KM) TO THE MARK 0N THE RIGHT,
 AC9674'SET TOP OF A PREFABRICATED SQUARE CONCRETE POST INBEDED INTO THE
 AC9674'GROUND PROJECTING 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND AND
 AC9674'LEVEL WITH U.S. HIGHWAY 301, STATE ROAD 200 (SID MARTIN HIGHWAY).
 AC9674'LOCATED ABOUT 239.0 FT (72.8 M) NORTHEAST OF AND ACROSS THE SOUTHBOUND
 AC9674'LANES OF U.S. HIGHWAY 301 (STATE ROAD 200, SID MARTIN HIGHWAY) FROM
 AC9674'ALOCHULA COUNTY GPS MARK A008, 112.0 FT (34.1 M) WEST OF THE
 AC9674'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 301 (STATE ROAD
 AC9674'200, SID MARTIN HIGHWAY), 13.6 FT (4.1 M) WEST OF THE WEST RAIL OF THE
 AC9674'SEABOARD COAST RAILROAD TRACK, 5.0 FT (1.5 M) SOUTH OF MILE MARKER
 AC9674'NUMBER 709 AND 0.6 FT (18.3 CM) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1871 ***********************************************************************
 BD1871  DESIGNATION -  2 DNR
 BD1871  PID         -  BD1871
 BD1871  STATE/COUNTY-  FL/BAKER
 BD1871  USGS QUAD   -  OLUSTEE (1993)
 BD1871
 BD1871                         *CURRENT SURVEY CONTROL
 BD1871  ___________________________________________________________________
 BD1871* NAD 83(1986)-  30 13 00.     (N)    082 25 28.     (W)     SCALED    
 BD1871* NAVD 88     -        47.617  (meters)     156.22   (feet)  ADJUSTED  
 BD1871  ___________________________________________________________________
 BD1871  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BD1871  DYNAMIC HT  -          47.554 (meters)     156.02  (feet)  COMP
 BD1871  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BD1871
 BD1871  VERT ORDER  -  SECOND    CLASS I
 BD1871
 BD1871.The horizontal coordinates were scaled from a topographic map and have
 BD1871.an estimated accuracy of +/- 6 seconds.
 BD1871
 BD1871.The orthometric height was determined by differential leveling
 BD1871.and adjusted by the National Geodetic Survey in June 1991..
 BD1871
 BD1871.The geoid height was determined by GEOID03.
 BD1871
 BD1871.The dynamic height is computed by dividing the NAVD 88
 BD1871.geopotential number by the normal gravity value computed on the
 BD1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1871.degrees latitude (g = 980.6199 gals.).
 BD1871
 BD1871.The modeled gravity was interpolated from observed gravity values.
 BD1871
 BD1871;                    North         East    Units  Estimated Accuracy
 BD1871;SPC FL N     -   136,680.      799,810.      MT  (+/- 180 meters Scaled)
 BD1871
 BD1871                          SUPERSEDED SURVEY CONTROL
 BD1871
 BD1871  NGVD 29 (09/01/92)   47.882  (m)          157.09   (f) ADJUSTED    2 1
 BD1871
 BD1871.Superseded values are not recommended for survey control.
 BD1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1871.See file dsdata.txt to determine how the superseded data were derived.
 BD1871
 BD1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP629436(NAD 83)
 BD1871_MARKER: DD = SURVEY DISK
 BD1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1871_STAMPING: 2 1976
 BD1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1871+STABILITY: SURFACE MOTION
 BD1871
 BD1871  HISTORY     - Date     Condition        Report By
 BD1871  HISTORY     - 1976     MONUMENTED       FLDNR
 BD1871  HISTORY     - 1976     GOOD             NGS
 BD1871
 BD1871                          STATION DESCRIPTION
 BD1871
 BD1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BD1871'1.0 MI NE FROM OLUSTEE.
 BD1871'FROM THE POST OFFICE AT OLUSTEE, PROCEED NORTH ON S-231 ABOUT 0.5
 BD1871'MILES TO NATIONAL FOREST ROAD 732.  THENCE NORTHEAST ALONG NATIONAL
 BD1871'FOREST ROAD 0.3 MILES TO NATIONAL FOREST ROAD 726.  THENCE NORTH ALONG
 BD1871'NATIONAL FOREST ROAD 726 ABOUT 0.2 MILES TO A Y INTERSECTION. THENCE
 BD1871'0.1 MILES NORTHWARD ALONG THE DIRT ROAD TOWARD THE LAKE.  THE BENCH
 BD1871'MARK IS SET FLUSH IN A 9 1/2-INCH CONCRETE POST, 16 FEET SOUTHWEST OF
 BD1871'THE CENTERLINE OF THE DIRT ROAD, 27 FEET SOUTHEAST OF A LARGE PINE
 BD1871'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8334 ***********************************************************************
 AD8334  DESIGNATION -  2 DOGS
 AD8334  PID         -  AD8334
 AD8334  STATE/COUNTY-  FL/PALM BEACH
 AD8334  USGS QUAD   -  LOXAHATCHEE SE (1984)
 AD8334
 AD8334                         *CURRENT SURVEY CONTROL
 AD8334  ___________________________________________________________________
 AD8334* NAD 83(1999)-  26 36 01.64179(N)    080 15 16.38206(W)     ADJUSTED  
 AD8334* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 AD8334  ___________________________________________________________________
 AD8334  X           -     966,001.798 (meters)                     COMP
 AD8334  Y           -  -5,624,475.737 (meters)                     COMP
 AD8334  Z           -   2,838,692.024 (meters)                     COMP
 AD8334  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AD8334  ELLIP HEIGHT-         -20.71  (meters)          (07/06/01) GPS OBS
 AD8334  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AD8334
 AD8334  HORZ ORDER  -  FIRST
 AD8334  ELLP ORDER  -  FOURTH    CLASS II
 AD8334
 AD8334.The horizontal coordinates were established by GPS observations
 AD8334.and adjusted by the National Geodetic Survey in July 2001..
 AD8334
 AD8334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8334
 AD8334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8334
 AD8334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8334
 AD8334.The ellipsoidal height was determined by GPS observations
 AD8334.and is referenced to NAD 83.
 AD8334
 AD8334.The geoid height was determined by GEOID03.
 AD8334
 AD8334;                    North         East     Units Scale Factor Converg.
 AD8334;SPC FL E     -   251,353.306   274,246.092   MT  1.00000921   +0 20 01.7
 AD8334;SPC FL E     -   824,648.30    899,755.72   sFT  1.00000921   +0 20 01.7
 AD8334;UTM  17      - 2,942,399.527   574,220.759   MT  0.99966801   +0 20 01.7
 AD8334
 AD8334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8334!SPC FL E     -   1.00000325  x   1.00000921  =   1.00001246
 AD8334!UTM  17      -   1.00000325  x   0.99966801  =   0.99967126
 AD8334
 AD8334                          SUPERSEDED SURVEY CONTROL
 AD8334
 AD8334  NAD 83(1990)-  26 36 01.64066(N)    080 15 16.38061(W) AD(       ) 1
 AD8334  ELLIP H (08/13/93)  -20.71   (m)                       GP(       ) 4 1
 AD8334  NAD 83(1990)-  26 36 01.64057(N)    080 15 16.38082(W) AD(       ) 1
 AD8334  ELLIP H (03/31/93)  -20.70   (m)                       GP(       ) 4 1
 AD8334  NGVD 29 (03/31/93)    5.4    (m)           18.     (f) GPS OBS        
 AD8334
 AD8334.Superseded values are not recommended for survey control.
 AD8334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8334.See file dsdata.txt to determine how the superseded data were derived.
 AD8334
 AD8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7422142400(NAD 83)
 AD8334_MARKER: DD = SURVEY DISK
 AD8334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8334_SP_SET: CONCRETE POST
 AD8334_STAMPING: 2 DOGS
 AD8334_MARK LOGO: FL-099
 AD8334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8334+STABILITY: SURFACE MOTION
 AD8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8334+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 AD8334
 AD8334  HISTORY     - Date     Condition        Report By
 AD8334  HISTORY     - UNK      MONUMENTED       FL-099
 AD8334  HISTORY     - 19910810 GOOD             ADRGS
 AD8334  HISTORY     - 20030304 GOOD             USPSQD
 AD8334  HISTORY     - 20040419 GOOD             USPSQD
 AD8334
 AD8334                          STATION DESCRIPTION
 AD8334
 AD8334'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8334'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE
 AD8334'441) AND LANTANA ROAD (STATE ROUTE 812), GO NORTH ON STATE ROUTE 7
 AD8334'FOR 1.3 MI (2.09 KM) TO 50TH STREET SOUTH, ALSO KNOWN HOMELAND ROAD.
 AD8334'TURN LEFT AND GO WEST ON 50TH STREET SOUTH FOR 3.0 MI (4.83 KM) TO
 AD8334'130TH AVENUE SOUTH. TURN LEFT AND GO SOUTH ON 130TH AVENUE SOUTH FOR
 AD8334'0.5 MI (0.80 KM) TO THE STATION ON THE LEFT, 2 FEET WEST OF THE EAST
 AD8334'EDGE OF 130TH AVENUE SOUTH AND 85 FEET NORTH OF THE CENTERLINE OF
 AD8334'55TH STREET SOUTH.
 AD8334'THE STATION IS NORTHEAST 108.03 FT (32.93 M) FROM THE BASE OF A STOP
 AD8334'SIGN, NORTHEAST 51.83 FT (15.80 M) FROM THE CENTER TOP END OF A 36
 AD8334'INCH CORRUGATED METAL PIPE, AND EAST 24.85 FT (7.57 M) TO A REBAR SET
 AD8334'FLUSH WITH THE GROUND 1 FOOT WEST OF THE WEST EDGE OF 130TH AVENUE
 AD8334'SOUTH.
 AD8334
 AD8334                          STATION RECOVERY (2003)
 AD8334
 AD8334'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8334'MARK IS 6 INCHES BELOW GRADE
 AD8334
 AD8334                          STATION RECOVERY (2004)
 AD8334
 AD8334'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6273 ***********************************************************************
 AD6273  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6273  DESIGNATION -  2 FLDT
 AD6273  PID         -  AD6273
 AD6273  STATE/COUNTY-  FL/PALM BEACH
 AD6273  USGS QUAD   -  ROOD (1983)
 AD6273
 AD6273                         *CURRENT SURVEY CONTROL
 AD6273  ___________________________________________________________________
 AD6273* NAD 83(1986)-  26 56 05.     (N)    080 08 26.     (W)     SCALED    
 AD6273* NAVD 88     -         6.469  (meters)      21.22   (feet)  ADJUSTED  
 AD6273  ___________________________________________________________________
 AD6273  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AD6273  DYNAMIC HT  -           6.459 (meters)      21.19  (feet)  COMP
 AD6273  MODELED GRAV-     979,098.1   (mgal)                       NAVD 88
 AD6273
 AD6273  VERT ORDER  -  SECOND    CLASS I
 AD6273
 AD6273.The horizontal coordinates were scaled from a topographic map and have
 AD6273.an estimated accuracy of +/- 6 seconds.
 AD6273
 AD6273.The orthometric height was determined by differential leveling
 AD6273.and adjusted by the National Geodetic Survey in June 1991..
 AD6273
 AD6273.This Tidal Bench Mark is designated as VM 5568
 AD6273.by the Center for Operational Oceanographic Products and Services.
 AD6273
 AD6273.The geoid height was determined by GEOID03.
 AD6273
 AD6273.The dynamic height is computed by dividing the NAVD 88
 AD6273.geopotential number by the normal gravity value computed on the
 AD6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6273.degrees latitude (g = 980.6199 gals.).
 AD6273
 AD6273.The modeled gravity was interpolated from observed gravity values.
 AD6273
 AD6273;                    North         East    Units  Estimated Accuracy
 AD6273;SPC FL E     -   288,460.      285,350.      MT  (+/- 180 meters Scaled)
 AD6273
 AD6273                          SUPERSEDED SURVEY CONTROL
 AD6273
 AD6273  NGVD 29 (09/01/92)    6.930  (m)           22.74   (f) ADJUSTED    2 1
 AD6273
 AD6273.Superseded values are not recommended for survey control.
 AD6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6273.See file dsdata.txt to determine how the superseded data were derived.
 AD6273
 AD6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK853794(NAD 83)
 AD6273_MARKER: DD = SURVEY DISK
 AD6273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6273_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD6273_STAMPING: 2
 AD6273_MARK LOGO: FLDT  
 AD6273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6273+STABILITY: SURFACE MOTION
 AD6273
 AD6273  HISTORY     - Date     Condition        Report By
 AD6273  HISTORY     - UNK      MONUMENTED       FLDT
 AD6273  HISTORY     - 1981     GOOD             FLDNR
 AD6273  HISTORY     - 1988     GOOD             USPSQD
 AD6273  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD6273  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6273  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6273
 AD6273                          STATION DESCRIPTION
 AD6273
 AD6273'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6273'2.9 MI WEST FROM JUPITER.
 AD6273'BEGIN AT THE F.E.C. RAILROAD CROSSING WITH S.R. 706 IN JUPITER. GO 2.9
 AD6273'MILES WEST ON S.R. 706 TO THE BRIDGE OVER THE CANAL, AND THE MARK.
 AD6273'THE MARK IS SET IN THE NORTHWEST CORNER OF THE BRIDGE, AND IS 1.5 FEET
 AD6273'SOUTH OF THE END OF THE ABUTMENT WINGWALL.
 AD6273
 AD6273                          STATION RECOVERY (1988)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 1988 (RGD)
 AD6273'RECOVERED IN GOOD CONDITION.
 AD6273
 AD6273                          STATION RECOVERY (2002)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6273'THE WINGWALL HAS BEEN REMOVED.
 AD6273
 AD6273                          STATION RECOVERY (2003)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6273'MARK NOT FOUND.
 AD6273
 AD6273                          STATION RECOVERY (2004)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0330 ***********************************************************************
 AA0330  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0330  DESIGNATION -  2 FLHD
 AA0330  PID         -  AA0330
 AA0330  STATE/COUNTY-  FL/MONROE
 AA0330  USGS QUAD   -  MARATHON (1971)
 AA0330
 AA0330                         *CURRENT SURVEY CONTROL
 AA0330  ___________________________________________________________________
 AA0330* NAD 83(1986)-  24 43 49.     (N)    081 01 47.     (W)     SCALED    
 AA0330* NAVD 88     -         4.200  (meters)      13.78   (feet)  ADJUSTED  
 AA0330  ___________________________________________________________________
 AA0330  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA0330  DYNAMIC HT  -           4.193 (meters)      13.76  (feet)  COMP
 AA0330  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0330
 AA0330  VERT ORDER  -  FIRST     CLASS II
 AA0330
 AA0330.The horizontal coordinates were scaled from a topographic map and have
 AA0330.an estimated accuracy of +/- 6 seconds.
 AA0330
 AA0330.The orthometric height was determined by differential leveling
 AA0330.and adjusted by the National Geodetic Survey in June 1991..
 AA0330
 AA0330.This Tidal Bench Mark is designated as VM 14235
 AA0330.by the Center for Operational Oceanographic Products and Services.
 AA0330
 AA0330.The geoid height was determined by GEOID03.
 AA0330
 AA0330.The dynamic height is computed by dividing the NAVD 88
 AA0330.geopotential number by the normal gravity value computed on the
 AA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0330.degrees latitude (g = 980.6199 gals.).
 AA0330
 AA0330.The modeled gravity was interpolated from observed gravity values.
 AA0330
 AA0330;                    North         East    Units  Estimated Accuracy
 AA0330;SPC FL E     -    43,970.      196,990.      MT  (+/- 180 meters Scaled)
 AA0330
 AA0330                          SUPERSEDED SURVEY CONTROL
 AA0330
 AA0330  NGVD 29 (09/01/92)    4.643  (m)           15.23   (f) ADJUSTED    1 2
 AA0330
 AA0330.Superseded values are not recommended for survey control.
 AA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0330.See file dsdata.txt to determine how the superseded data were derived.
 AA0330
 AA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969350(NAD 83)
 AA0330_MARKER: DD = SURVEY DISK
 AA0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0330_SP_SET: KEY VACA CUT VIADUCT
 AA0330_STAMPING: 2
 AA0330_MARK LOGO: FLHD  
 AA0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0330
 AA0330  HISTORY     - Date     Condition        Report By
 AA0330  HISTORY     - UNK      MONUMENTED       FLHD
 AA0330  HISTORY     - 1966     GOOD             NGS
 AA0330  HISTORY     - 1970     GOOD             NGS
 AA0330  HISTORY     - 1978     GOOD             NGS
 AA0330  HISTORY     - 1982     GOOD             FLDNR
 AA0330  HISTORY     - 1984     GOOD             USPSQD
 AA0330  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AA0330
 AA0330                          STATION DESCRIPTION
 AA0330
 AA0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0330'3.2 MI E FROM MARATHON.
 AA0330'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0330'AT MARATHON, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 AA0330'ABUTMENT OF THE KEY VACA CUT VIADUCT, 20 FEET SOUTH OF THE CENTER
 AA0330'LINE OF THE HIGHWAY, 109.5 FEET NORTHEAST OF TIDAL BENCH MARK
 AA0330'1 AND ABOUT LEVEL WITH THE HIGHWAY.
 AA0330
 AA0330                          STATION RECOVERY (1970)
 AA0330
 AA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0330'RECOVERED IN GOOD CONDITION.
 AA0330
 AA0330                          STATION RECOVERY (1978)
 AA0330
 AA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0330'RECOVERED IN GOOD CONDITION.
 AA0330
 AA0330                          STATION RECOVERY (1982)
 AA0330
 AA0330'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0330'RECOVERED IN GOOD CONDITION.
 AA0330
 AA0330                          STATION RECOVERY (1984)
 AA0330
 AA0330'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0330'TIDAL STATION UNKNOWN. THE MARK IS 78.5 FEET NORTH OF THE NORTH
 AA0330'INBOARD CORNER OF PIER 1 AT THE FORMER KEY WEST NAVAL STATION, SET ON
 AA0330'TOP OF THE SEAWALL AT STREET TIDAL STATION UNKNOWN. THE MARK IS 78.5
 AA0330'FEET NORTH OF THE NORTH INBOARD CORNER OF PIER 1 AT THE FORMER KEY
 AA0330'WEST NAVAL STATION, SET ON TOP OF THE SEAWALL AT STREET LEVEL.
 AA0330
 AA0330                          STATION RECOVERY (2004)
 AA0330
 AA0330'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0330'1984 DESCRIPTION BELIEVED TO BE INACCURATE. KEY VACA CUT
 AA0330'VIADUCT/BRIDGE HAS BEEN TOTALLY REBUILT, HIGHWAY ELEVATION TO BRIDGE
 AA0330'RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2946 ***********************************************************************
 AD2946  DESIGNATION -  2 JUPITER
 AD2946  PID         -  AD2946
 AD2946  STATE/COUNTY-  FL/PALM BEACH
 AD2946  USGS QUAD   -  JUPITER (1983)
 AD2946
 AD2946                         *CURRENT SURVEY CONTROL
 AD2946  ___________________________________________________________________
 AD2946* NAD 83(1986)-  26 55 52.     (N)    080 04 09.     (W)     SCALED    
 AD2946* NAVD 88     -         2.387  (meters)       7.83   (feet)  ADJUSTED  
 AD2946  ___________________________________________________________________
 AD2946  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AD2946  DYNAMIC HT  -           2.383 (meters)       7.82  (feet)  COMP
 AD2946  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 AD2946
 AD2946  VERT ORDER  -  SECOND    CLASS 0
 AD2946
 AD2946.The horizontal coordinates were scaled from a topographic map and have
 AD2946.an estimated accuracy of +/- 6 seconds.
 AD2946
 AD2946.The orthometric height was determined by differential leveling
 AD2946.and adjusted by the National Geodetic Survey in June 1991..
 AD2946
 AD2946.The geoid height was determined by GEOID03.
 AD2946
 AD2946.The dynamic height is computed by dividing the NAVD 88
 AD2946.geopotential number by the normal gravity value computed on the
 AD2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2946.degrees latitude (g = 980.6199 gals.).
 AD2946
 AD2946.The modeled gravity was interpolated from observed gravity values.
 AD2946
 AD2946;                    North         East    Units  Estimated Accuracy
 AD2946;SPC FL E     -   288,110.      292,440.      MT  (+/- 180 meters Scaled)
 AD2946
 AD2946                          SUPERSEDED SURVEY CONTROL
 AD2946
 AD2946  NGVD 29 (??/??/92)    2.849  (m)            9.35   (f) ADJ UNCH    2 0
 AD2946
 AD2946.Superseded values are not recommended for survey control.
 AD2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2946.See file dsdata.txt to determine how the superseded data were derived.
 AD2946
 AD2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK924791(NAD 83)
 AD2946_MARKER: DD = SURVEY DISK
 AD2946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2946_SP_SET: GUARDRAIL
 AD2946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2946
 AD2946  HISTORY     - Date     Condition        Report By
 AD2946  HISTORY     - UNK      MONUMENTED       FL-099
 AD2946  HISTORY     - 1970     GOOD             NGS
 AD2946  HISTORY     - 1972     GOOD             NGS
 AD2946  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AD2946  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD2946  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD2946  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2946
 AD2946                          STATION DESCRIPTION
 AD2946
 AD2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2946'1.4 MI SE FROM JUPITER.
 AD2946'ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AD2946'JUNCTION OF U.S. HIGHWAY 1 AT JUPITER, ABOUT 0.1 MILE SOUTH OF
 AD2946'THE JUNCTION OF THE MAIN ENTRANCE DRIVE LEADING EAST TO A PARK
 AD2946'ON THE BEACH, SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 AD2946'GUARD RAIL FOR A 15 FOOT CONCRETE BRIDGE OVER A DRAINAGE CANAL,
 AD2946'IN SECTION 5, R 43 E, T 41 S, 17 1/2 FEET WEST OF THE CENTER LINE
 AD2946'OF THE HIGHWAY, 1.4 FEET SOUTH OF THE NORTH END OF THE GUARDRAIL
 AD2946'AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AD2946
 AD2946                          STATION RECOVERY (1972)
 AD2946
 AD2946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2946'RECOVERED IN GOOD CONDITION.
 AD2946
 AD2946                          STATION RECOVERY (2002)
 AD2946
 AD2946'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2946'THE BRIDGE HAS BEEN COMPLETELY REBUILT.
 AD2946
 AD2946                          STATION RECOVERY (2003)
 AD2946
 AD2946'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2946'MARK NOT FOUND.
 AD2946
 AD2946                          STATION RECOVERY (2004)
 AD2946
 AD2946'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2946'MARK NOT FOUND.
 AD2946
 AD2946                          STATION RECOVERY (2005)
 AD2946
 AD2946'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2946'MARK NOT FOUND
 AD2946' 
 AD2946' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1718 ***********************************************************************
 AG1718  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1718  DESIGNATION -  2 PINE
 AG1718  PID         -  AG1718
 AG1718  STATE/COUNTY-  FL/LEE
 AG1718  USGS QUAD   -  BOKEELIA (1994)
 AG1718
 AG1718                         *CURRENT SURVEY CONTROL
 AG1718  ___________________________________________________________________
 AG1718* NAD 83(1986)-  26 39 41.     (N)    082 09 17.     (W)     SCALED    
 AG1718* NAVD 88     -         0.477  (meters)       1.56   (feet)  ADJUSTED  
 AG1718  ___________________________________________________________________
 AG1718  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AG1718  DYNAMIC HT  -           0.477 (meters)       1.56  (feet)  COMP
 AG1718  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 AG1718
 AG1718  VERT ORDER  -  FIRST     CLASS I
 AG1718
 AG1718.The horizontal coordinates were scaled from a topographic map and have
 AG1718.an estimated accuracy of +/- 6 seconds.
 AG1718
 AG1718.The orthometric height was determined by differential leveling
 AG1718.and adjusted by the National Geodetic Survey in June 1991..
 AG1718
 AG1718.This Tidal Bench Mark is designated as VM 10616
 AG1718.by the Center for Operational Oceanographic Products and Services.
 AG1718
 AG1718.The geoid height was determined by GEOID03.
 AG1718
 AG1718.The dynamic height is computed by dividing the NAVD 88
 AG1718.geopotential number by the normal gravity value computed on the
 AG1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1718.degrees latitude (g = 980.6199 gals.).
 AG1718
 AG1718.The modeled gravity was interpolated from observed gravity values.
 AG1718
 AG1718;                    North         East    Units  Estimated Accuracy
 AG1718;SPC FL W     -   257,900.      184,600.      MT  (+/- 180 meters Scaled)
 AG1718
 AG1718                          SUPERSEDED SURVEY CONTROL
 AG1718
 AG1718  NGVD 29 (09/01/92)    0.839  (m)            2.75   (f) ADJUSTED    1 1
 AG1718
 AG1718.Superseded values are not recommended for survey control.
 AG1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1718.See file dsdata.txt to determine how the superseded data were derived.
 AG1718
 AG1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK850494(NAD 83)
 AG1718_MARKER: DB = BENCH MARK DISK
 AG1718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1718_SP_SET: SEAWALL
 AG1718_STAMPING: BM 2 PINE 1959
 AG1718_MARK LOGO: CGS   
 AG1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1718+STABILITY: SURFACE MOTION
 AG1718
 AG1718  HISTORY     - Date     Condition        Report By
 AG1718  HISTORY     - 1959     MONUMENTED       CGS
 AG1718  HISTORY     - 1965     GOOD             NGS
 AG1718  HISTORY     - 1974     GOOD             NGS
 AG1718  HISTORY     - 1984     GOOD             FLDNR
 AG1718  HISTORY     - 19890714 GOOD             FLDNR
 AG1718
 AG1718                          STATION DESCRIPTION
 AG1718
 AG1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1718'AT PINELAND.
 AG1718'AT PINELAND, ABOUT 0.6 MILE NORTHWEST ALONG A SAND ROAD FROM
 AG1718'THE POST OFFICE, IN SECTION 7, R 22 E, T 44 S, ON PROPERTY
 AG1718'PRESENTLY OWNED BY MR. A.M. HEITER, SET IN THE TOP OF THE
 AG1718'SEA WALL ALONG THE WEST SIDE OF THE LAWN, 105 YARDS NORTH
 AG1718'AND NORTHWEST ALONG THE SEA WALL FROM THE EAST END OF THE FISHING
 AG1718'PIER, ABOUT 120 YARDS WEST OF THE NORTHWEST CORNER OF THE
 AG1718'HOUSE, 15.5 FEET SOUTHEAST OF A BOAT CLEAT AND LEVEL WITH THE
 AG1718'TOP OF THE SEA WALL.
 AG1718
 AG1718                          STATION RECOVERY (1974)
 AG1718
 AG1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1718'RECOVERED IN GOOD CONDITION.
 AG1718
 AG1718                          STATION RECOVERY (1984)
 AG1718
 AG1718'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1718'RECOVERED IN GOOD CONDITION EXCEPT THE HEITER PROPERTY IS NOW AN
 AG1718'EPISCOPALIAN CLOISTER.
 AG1718
 AG1718                          STATION RECOVERY (1989)
 AG1718
 AG1718'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6811 ***********************************************************************
 AJ6811  DESIGNATION -  2 REL
 AJ6811  PID         -  AJ6811
 AJ6811  STATE/COUNTY-  FL/LEON
 AJ6811  USGS QUAD   -  CALVARY (1982)
 AJ6811
 AJ6811                         *CURRENT SURVEY CONTROL
 AJ6811  ___________________________________________________________________
 AJ6811* NAD 83(1986)-  30 37 46.     (N)    084 17 23.     (W)     SCALED    
 AJ6811* NAVD 88     -        38.549  (meters)     126.47   (feet)  ADJUSTED  
 AJ6811  ___________________________________________________________________
 AJ6811  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AJ6811  DYNAMIC HT  -          38.499 (meters)     126.31  (feet)  COMP
 AJ6811  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 AJ6811
 AJ6811  VERT ORDER  -  SECOND    CLASS I
 AJ6811
 AJ6811.The horizontal coordinates were scaled from a topographic map and have
 AJ6811.an estimated accuracy of +/- 6 seconds.
 AJ6811
 AJ6811.The orthometric height was determined by differential leveling
 AJ6811.and adjusted by the National Geodetic Survey in May 2004..
 AJ6811.No vertical observational check was made to the station.
 AJ6811
 AJ6811.The geoid height was determined by GEOID03.
 AJ6811
 AJ6811.The dynamic height is computed by dividing the NAVD 88
 AJ6811.geopotential number by the normal gravity value computed on the
 AJ6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6811.degrees latitude (g = 980.6199 gals.).
 AJ6811
 AJ6811.The modeled gravity was interpolated from observed gravity values.
 AJ6811
 AJ6811;                    North         East    Units  Estimated Accuracy
 AJ6811;SPC FL N     -   180,640.      620,160.      MT  (+/- 180 meters Scaled)
 AJ6811
 AJ6811                          SUPERSEDED SURVEY CONTROL
 AJ6811
 AJ6811.No superseded survey control is available for this station.
 AJ6811
 AJ6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU597916(NAD 83)
 AJ6811_MARKER: DB = BENCH MARK DISK
 AJ6811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6811_STAMPING: REL 2 TT 1954 127
 AJ6811_MARK LOGO: USGS  
 AJ6811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6811+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1998
 AJ6811
 AJ6811  HISTORY     - Date     Condition        Report By
 AJ6811  HISTORY     - 1954     MONUMENTED       USGS
 AJ6811  HISTORY     - 19980512 GOOD             FLDEP
 AJ6811
 AJ6811                          STATION DESCRIPTION
 AJ6811
 AJ6811'DESCRIBED BY FL DEPT OF ENV PRO 1998
 AJ6811'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTHWEST OF BRADFORDVILLE, IN
 AJ6811'SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST. TO REACH THE MARK FROM THE
 AJ6811'INTERSECTION OF U.S. HIGHWAY 319 (THOMASVILLE ROAD) AND BANNERMAN ROAD
 AJ6811'(COUNTY ROAD 0342 WEST) IN BRADFORDVILLE, GO NORTHWEST ON BANNERMAN
 AJ6811'ROAD (COUNTY ROAD 0342 WEST) FOR 4.5 MI (7.2 KM) TO THE T-JUNCTION
 AJ6811'MERIDIAN ROAD (COUNTY ROAD 0155), TURN RIGHT ON MERIDIAN ROAD (COUNTY
 AJ6811'ROAD 0155) AND GO NORTHWEST FOR 3.4 MI (5.5 KM) TO THE MARK ON THE
 AJ6811'LEFT, SET IN THE TOP OF A ROUND 0.7 FT (21.3 CM) CONCRETE MOUNUMENT,
 AJ6811'PROJECTING 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 0.5
 AJ6811'FT (15.2 CM) ABOVE THE LEVEL OF MERIDIAN ROAD (COUNTY ROAD 0155).
 AJ6811'LOCATED 149.8 FT (45.7 M) NORTHEAST OF A FENCE CORNER, 69.8 FT (21.3
 AJ6811'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY TO H.E.
 AJ6811'GAINEY ROUTE 1 BOX 191, 42.2 FT (12.9 M) WEST-NORTHWEST OF THE
 AJ6811'APPROXIMATE CENTERLINE OF MERIDIAN ROAD (COUNTY ROAD 0155), 14.2 FT
 AJ6811'(4.3 M) NORTHWEST OF POWERPOLE NUMBER TEC P3 129 WITH TWO GUY WIRES
 AJ6811'AND 0.7 FT (21.3 CM) SOUTHEAST OF A METAL WITNESS POST. AS DESCRIBED
 AJ6811'BY RLM, 02/02/1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9838 ***********************************************************************
 AC9838  DESIGNATION -  2 RJN
 AC9838  PID         -  AC9838
 AC9838  STATE/COUNTY-  FL/PUTNAM
 AC9838  USGS QUAD   -  WELAKA (1994)
 AC9838
 AC9838                         *CURRENT SURVEY CONTROL
 AC9838  ___________________________________________________________________
 AC9838* NAD 83(1986)-  29 23 06.     (N)    081 44 10.     (W)     SCALED    
 AC9838* NAVD 88     -        10.873  (meters)      35.67   (feet)  ADJUSTED  
 AC9838  ___________________________________________________________________
 AC9838  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AC9838  DYNAMIC HT  -          10.858 (meters)      35.62  (feet)  COMP
 AC9838  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AC9838
 AC9838  VERT ORDER  -  SECOND    CLASS I
 AC9838
 AC9838.The horizontal coordinates were scaled from a topographic map and have
 AC9838.an estimated accuracy of +/- 6 seconds.
 AC9838
 AC9838.The orthometric height was determined by differential leveling
 AC9838.and adjusted by the National Geodetic Survey in September 1997..
 AC9838
 AC9838.Photographs are available for this station.
 AC9838
 AC9838.The geoid height was determined by GEOID03.
 AC9838
 AC9838.The dynamic height is computed by dividing the NAVD 88
 AC9838.geopotential number by the normal gravity value computed on the
 AC9838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9838.degrees latitude (g = 980.6199 gals.).
 AC9838
 AC9838.The modeled gravity was interpolated from observed gravity values.
 AC9838
 AC9838;                    North         East    Units  Estimated Accuracy
 AC9838;SPC FL E     -   559,930.      128,550.      MT  (+/- 180 meters Scaled)
 AC9838
 AC9838                          SUPERSEDED SURVEY CONTROL
 AC9838
 AC9838.No superseded survey control is available for this station.
 AC9838
 AC9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN285508(NAD 83)
 AC9838_MARKER: DD = SURVEY DISK
 AC9838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9838_SP_SET: CULVERT HEADWALL
 AC9838_STAMPING: 2 RJN 1967 37
 AC9838_MARK LOGO: USGS  
 AC9838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9838+STABILITY: SURFACE MOTION
 AC9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9838+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9838
 AC9838  HISTORY     - Date     Condition        Report By
 AC9838  HISTORY     - 1967     MONUMENTED       USGS
 AC9838  HISTORY     - 19960814 GOOD             FLDEP
 AC9838  HISTORY     - 20040628 GOOD             FLDEP
 AC9838
 AC9838                          STATION DESCRIPTION
 AC9838
 AC9838'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9838'THE MARK IS ABOUT 20.4 MI (32.8 KM) SOUTHWEST OF PALATKA, 1.75 MI
 AC9838'(2.82 KM) NORTH OF SALT SPRINGS IN SECTION 7, TOWNSHIP 13 SOUTH, RANGE
 AC9838'26 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 19 AND
 AC9838'COUNTY ROAD 316 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON STATE
 AC9838'ROAD 19 FOR 1.75 MI (2.82 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AC9838'OF THE SOUTHWEST END OF THE CONCRETE CULVERT HEADWALL ABOUT 1.0 FT
 AC9838'(0.3 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 28.0 FT (8.5 M) WEST
 AC9838'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 11.8 FT (3.6 M) SOUTH
 AC9838'OF THE NORTH END OF THE HEADWALL AND 1.0 FT (0.3 M) NORTH OF A
 AC9838'CARSONITE WITNESS POST.
 AC9838
 AC9838                          STATION RECOVERY (2004)
 AC9838
 AC9838'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9838'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5843 ***********************************************************************
 AD5843  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5843  DESIGNATION -  2 RM 1 B CO
 AD5843  PID         -  AD5843
 AD5843  STATE/COUNTY-  FL/BROWARD
 AD5843  USGS QUAD   -  BOCA RATON (1983)
 AD5843
 AD5843                         *CURRENT SURVEY CONTROL
 AD5843  ___________________________________________________________________
 AD5843* NAD 83(1986)-  26 18 58.     (N)    080 04 32.     (W)     SCALED    
 AD5843* NAVD 88     -         4.330  (meters)      14.21   (feet)  ADJUSTED  
 AD5843  ___________________________________________________________________
 AD5843  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AD5843  DYNAMIC HT  -           4.323 (meters)      14.18  (feet)  COMP
 AD5843  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 AD5843
 AD5843  VERT ORDER  -  SECOND    CLASS I
 AD5843
 AD5843.The horizontal coordinates were scaled from a topographic map and have
 AD5843.an estimated accuracy of +/- 6 seconds.
 AD5843
 AD5843.The orthometric height was determined by differential leveling
 AD5843.and adjusted by the National Geodetic Survey in June 1991..
 AD5843
 AD5843.This Tidal Bench Mark is designated as VM 15822
 AD5843.by the Center for Operational Oceanographic Products and Services.
 AD5843
 AD5843.The geoid height was determined by GEOID03.
 AD5843
 AD5843.The dynamic height is computed by dividing the NAVD 88
 AD5843.geopotential number by the normal gravity value computed on the
 AD5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5843.degrees latitude (g = 980.6199 gals.).
 AD5843
 AD5843.The modeled gravity was interpolated from observed gravity values.
 AD5843
 AD5843;                    North         East    Units  Estimated Accuracy
 AD5843;SPC FL E     -   219,970.      292,300.      MT  (+/- 180 meters Scaled)
 AD5843
 AD5843                          SUPERSEDED SURVEY CONTROL
 AD5843
 AD5843  NGVD 29 (09/01/92)    4.812  (m)           15.79   (f) ADJUSTED    2 1
 AD5843
 AD5843.Superseded values are not recommended for survey control.
 AD5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5843.See file dsdata.txt to determine how the superseded data were derived.
 AD5843
 AD5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922110(NAD 83)
 AD5843_MARKER: DR = REFERENCE MARK DISK
 AD5843_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5843_SP_SET: CONCRETE PIER
 AD5843_STAMPING: 1
 AD5843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5843
 AD5843  HISTORY     - Date     Condition        Report By
 AD5843  HISTORY     - UNK      MONUMENTED       FL-011
 AD5843  HISTORY     - 1981     GOOD             FLDNR
 AD5843  HISTORY     - 1989     GOOD             USPSQD
 AD5843  HISTORY     - 1989     GOOD             USPSQD
 AD5843  HISTORY     - 1990     GOOD             USPSQD
 AD5843  HISTORY     - 1990     GOOD             USPSQD
 AD5843  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD5843  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5843
 AD5843                          STATION DESCRIPTION
 AD5843
 AD5843'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5843'IN DEERFIELD BEACH.
 AD5843'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5843'A1A IN DEERFIELD BEACH, GO 0.25 MILE NORTH ON A1A TO THE DEERFIELD
 AD5843'BEACH PIER AND THE MARK.  THE MARK BEARS 105 FEET EAST OF THE WEST END
 AD5843'OF THE CONCRETE PIER FLOOR, 41.5 FEET EAST OF THE EAST WALL OF THE
 AD5843'BAIT HOUSE AND 0.3 FOOT SOUTH OF THE NORTH EDGE OF THE PIER.
 AD5843
 AD5843                          STATION RECOVERY (1989)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (1989)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (1990)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (1990)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (2002)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5843'MARK NOT FOUND.
 AD5843
 AD5843                          STATION RECOVERY (2004)
 AD5843
 AD5843'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5843'MARK NOT FOUND BECAUSE THERE IS NEW FORMED CONCRETE ON THE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5841 ***********************************************************************
 AD5841  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5841  DESIGNATION -  2 RM 2 B CO
 AD5841  PID         -  AD5841
 AD5841  STATE/COUNTY-  FL/BROWARD
 AD5841  USGS QUAD   -  BOCA RATON (1983)
 AD5841
 AD5841                         *CURRENT SURVEY CONTROL
 AD5841  ___________________________________________________________________
 AD5841* NAD 83(1986)-  26 18 58.     (N)    080 04 32.     (W)     SCALED    
 AD5841* NAVD 88     -         4.245  (meters)      13.93   (feet)  ADJUSTED  
 AD5841  ___________________________________________________________________
 AD5841  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AD5841  DYNAMIC HT  -           4.239 (meters)      13.91  (feet)  COMP
 AD5841  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 AD5841
 AD5841  VERT ORDER  -  SECOND    CLASS I
 AD5841
 AD5841.The horizontal coordinates were scaled from a topographic map and have
 AD5841.an estimated accuracy of +/- 6 seconds.
 AD5841
 AD5841.The orthometric height was determined by differential leveling
 AD5841.and adjusted by the National Geodetic Survey in June 1991..
 AD5841
 AD5841.This Tidal Bench Mark is designated as VM 15823
 AD5841.by the Center for Operational Oceanographic Products and Services.
 AD5841
 AD5841.The geoid height was determined by GEOID03.
 AD5841
 AD5841.The dynamic height is computed by dividing the NAVD 88
 AD5841.geopotential number by the normal gravity value computed on the
 AD5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5841.degrees latitude (g = 980.6199 gals.).
 AD5841
 AD5841.The modeled gravity was interpolated from observed gravity values.
 AD5841
 AD5841;                    North         East    Units  Estimated Accuracy
 AD5841;SPC FL E     -   219,970.      292,300.      MT  (+/- 180 meters Scaled)
 AD5841
 AD5841                          SUPERSEDED SURVEY CONTROL
 AD5841
 AD5841  NGVD 29 (09/01/92)    4.727  (m)           15.51   (f) ADJUSTED    2 1
 AD5841
 AD5841.Superseded values are not recommended for survey control.
 AD5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5841.See file dsdata.txt to determine how the superseded data were derived.
 AD5841
 AD5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922110(NAD 83)
 AD5841_MARKER: DR = REFERENCE MARK DISK
 AD5841_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5841_SP_SET: CONCRETE PIER
 AD5841_STAMPING: 2
 AD5841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5841
 AD5841  HISTORY     - Date     Condition        Report By
 AD5841  HISTORY     - UNK      MONUMENTED       FL-011
 AD5841  HISTORY     - 1981     GOOD             FLDNR
 AD5841  HISTORY     - 1989     GOOD             USPSQD
 AD5841  HISTORY     - 1989     GOOD             USPSQD
 AD5841  HISTORY     - 1990     GOOD             USPSQD
 AD5841  HISTORY     - 1990     GOOD             USPSQD
 AD5841  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD5841  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5841
 AD5841                          STATION DESCRIPTION
 AD5841
 AD5841'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5841'IN DEERFIELD BEACH.
 AD5841'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5841'A1A IN DEERFIELD BEACH, GO 0.25 MILE NORTH ON A1A TO THE DEERFIELD
 AD5841'BEACH PIER AND THE MARK.  THE MARK BEARS 105 FEET EAST OF THE WEST END
 AD5841'OF THE CONCRETE PIER FLOOR, 41.5 FEET EAST OF THE EAST WALL OF THE
 AD5841'BAIT HOUSE, AND 0.3 FOOT NORTH OF THE SOUTH EDGE OF THE PIER.
 AD5841
 AD5841                          STATION RECOVERY (1989)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (1989)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (1990)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (1990)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (2002)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5841'MARK NOT FOUND.
 AD5841
 AD5841                          STATION RECOVERY (2004)
 AD5841
 AD5841'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5841'MARK NOT FOUND NEW FORMED CONCRETE ON THE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6684 ***********************************************************************
 AG6684  DESIGNATION -  2 ST PETERSBURG
 AG6684  PID         -  AG6684
 AG6684  STATE/COUNTY-  FL/PINELLAS
 AG6684  USGS QUAD   -  PORT TAMPA (1983)
 AG6684
 AG6684                         *CURRENT SURVEY CONTROL
 AG6684  ___________________________________________________________________
 AG6684* NAD 83(1986)-  27 49 13.     (N)    082 36 23.     (W)     SCALED    
 AG6684* NAVD 88     -         0.838  (meters)       2.75   (feet)  ADJUSTED  
 AG6684  ___________________________________________________________________
 AG6684  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG6684  DYNAMIC HT  -           0.837 (meters)       2.75  (feet)  COMP
 AG6684  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 AG6684
 AG6684  VERT ORDER  -  SECOND    CLASS II
 AG6684
 AG6684.The horizontal coordinates were scaled from a topographic map and have
 AG6684.an estimated accuracy of +/- 6 seconds.
 AG6684
 AG6684.The orthometric height was determined by differential leveling
 AG6684.and adjusted by the National Geodetic Survey in June 1991..
 AG6684
 AG6684.The geoid height was determined by GEOID03.
 AG6684
 AG6684.The dynamic height is computed by dividing the NAVD 88
 AG6684.geopotential number by the normal gravity value computed on the
 AG6684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6684.degrees latitude (g = 980.6199 gals.).
 AG6684
 AG6684.The modeled gravity was interpolated from observed gravity values.
 AG6684
 AG6684;                    North         East    Units  Estimated Accuracy
 AG6684;SPC FL W     -   386,440.      140,260.      MT  (+/- 180 meters Scaled)
 AG6684
 AG6684                          SUPERSEDED SURVEY CONTROL
 AG6684
 AG6684  NGVD 29 (??/??/92)    1.100  (m)            3.61   (f) ADJ UNCH    2 2
 AG6684
 AG6684.Superseded values are not recommended for survey control.
 AG6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6684.See file dsdata.txt to determine how the superseded data were derived.
 AG6684
 AG6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL417783(NAD 83)
 AG6684_MARKER: DB = BENCH MARK DISK
 AG6684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6684_SP_SET: WALL
 AG6684_STAMPING: NO 2 1975
 AG6684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6684+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AG6684
 AG6684  HISTORY     - Date     Condition        Report By
 AG6684  HISTORY     - UNK      MONUMENTED       CGS
 AG6684  HISTORY     - 1975     GOOD             FLDT
 AG6684  HISTORY     - 19910521 GOOD             USPSQD
 AG6684  HISTORY     - 19980321 GOOD             USPSQD
 AG6684  HISTORY     - 20030221 GOOD             USPSQD
 AG6684
 AG6684                          STATION DESCRIPTION
 AG6684
 AG6684'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6684'AT ST PETERSBURG.
 AG6684'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG6684'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S.
 AG6684'19 FOR 0.7 MILE TO THE T JUNCTION OF PINELLAS POINT DR. (S.R. 687),
 AG6684'TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 0.65 MILE
 AG6684'TO A Y JUNCTION OF S.R. 687 (TO THE NE) AND PINELLAS POINT DR.
 AG6684'(TO THE EAST), CONTINUE EASTERLY AND SOUTHERLY ON PINELLAS POINT
 AG6684'DR. FOR 0.55 MILE TO THE T JUNCTION OF 70TH AVE. S. (PINELLAS POINT
 AG6684'DR.), TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 1.65
 AG6684'MILE TO 4TH STREET S., TURN RIGHT AND RUN SOUTHEASTERLY FOR 0.1
 AG6684'MILE TO BOAT RAMP AT BAY VISTA PARK.  STATION IN THE SOUTH
 AG6684'CONCRETE WALL OF BOAT RAMP, 66.5 FT. EAST OF THE WEST END OF
 AG6684'CONCRETE WALL, 14.0 FT. NW OF THE SE END OF CONCRETE WALL.  SET
 AG6684'IN TOP OF THE CONCRETE WALL.  SECTION 18, T 32S, R 17 E.
 AG6684
 AG6684                          STATION RECOVERY (1991)
 AG6684
 AG6684'RECOVERY NOTE BY US POWER SQUADRON 1991 (ACD)
 AG6684'RECOVERED IN GOOD CONDITION.
 AG6684
 AG6684                          STATION RECOVERY (1998)
 AG6684
 AG6684'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6684'RECOVERED IN GOOD CONDITION.
 AG6684
 AG6684                          STATION RECOVERY (2003)
 AG6684
 AG6684'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFR)
 AG6684'STATION LOCATED AT BAY VISTA PARK BOAT RAMP AT 4TH STREET AND PINELLAS
 AG6684'POINT DRIVE.  STATION IN CONCRETE RAMP BETWEEN TWO LAUNCH RAMPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5154 ***********************************************************************
 AB5154  DESIGNATION -  2 WHO
 AB5154  PID         -  AB5154
 AB5154  STATE/COUNTY-  FL/LAKE
 AB5154  USGS QUAD   -  UMATILLA (1985)
 AB5154
 AB5154                         *CURRENT SURVEY CONTROL
 AB5154  ___________________________________________________________________
 AB5154* NAD 83(1986)-  28 55 48.     (N)    081 41 39.     (W)     SCALED    
 AB5154* NAVD 88     -        20.661  (meters)      67.79   (feet)  ADJUSTED  
 AB5154  ___________________________________________________________________
 AB5154  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AB5154  DYNAMIC HT  -          20.632 (meters)      67.69  (feet)  COMP
 AB5154  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 AB5154
 AB5154  VERT ORDER  -  SECOND    CLASS I
 AB5154
 AB5154.The horizontal coordinates were scaled from a topographic map and have
 AB5154.an estimated accuracy of +/- 6 seconds.
 AB5154
 AB5154.The orthometric height was determined by differential leveling
 AB5154.and adjusted by the National Geodetic Survey in September 1996..
 AB5154
 AB5154.The geoid height was determined by GEOID03.
 AB5154
 AB5154.The dynamic height is computed by dividing the NAVD 88
 AB5154.geopotential number by the normal gravity value computed on the
 AB5154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5154.degrees latitude (g = 980.6199 gals.).
 AB5154
 AB5154.The modeled gravity was interpolated from observed gravity values.
 AB5154
 AB5154;                    North         East    Units  Estimated Accuracy
 AB5154;SPC FL E     -   509,470.      132,320.      MT  (+/- 180 meters Scaled)
 AB5154
 AB5154                          SUPERSEDED SURVEY CONTROL
 AB5154
 AB5154.No superseded survey control is available for this station.
 AB5154
 AB5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN323004(NAD 83)
 AB5154_MARKER: DB = BENCH MARK DISK
 AB5154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5154_SP_SET: PAD
 AB5154_STAMPING: 2 W.H.O. 1962
 AB5154_MARK LOGO: CGS   
 AB5154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5154+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1994
 AB5154
 AB5154  HISTORY     - Date     Condition        Report By
 AB5154  HISTORY     - 1962     MONUMENTED       CGS
 AB5154  HISTORY     - 19940304 GOOD             FLDEP
 AB5154
 AB5154                          STATION DESCRIPTION
 AB5154
 AB5154'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5154'THE MARK IS ABOUT 14.3 MI (23.0 KM) EAST OF WEIRSDALE, 1.8 MI (2.9 KM)
 AB5154'WEST OF UMATILLA, 14.0 MI (22.5 KM) NORTHEAST OF LEESBURG IN SECTION
 AB5154'15, TOWNSHIP 18 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE
 AB5154'T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450 WEST
 AB5154'IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 1.6 MI (2.6 KM) TO THE
 AB5154'ELECTRON MACHINE CORPORATION AND THE MARK ON THE LEFT, SET IN THE TOP
 AB5154'OF A 4.0 FT (1.2 M) X 4.0 FT (1.2 M) RAISED SECTION OF A 8.0 FT (2.4
 AB5154'M) X 8.0 FT (2.4 M) CONCRETE PAD PROJECTING 0.8 FT (24.4 CM) ABOVE THE
 AB5154'LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 450. LOCATED 91.0 FT
 AB5154'(27.7 M) WEST OF THE NORTHEAST CORNER OF THE ELECTRON MACHINE
 AB5154'CORPORATION BUILDING, 57.4 FT (17.5 M) SOUTH OF THE APPROXIMATE
 AB5154'CENTERLINE OF COUNTY ROAD 450, 20.0 FT (6.1 M) SOUTHEAST OF THE MOST
 AB5154'EASTERLY POWER POLE OF TWO POWER POLES SUPPORTING THREE TRANSFORMERS,
 AB5154'6.0 FT (1.8 M) NORTH OF THE NORTH FACE OF THE ELECTRON MACHINE
 AB5154'CORPORATION BUILDING AND 1.5 FT (0.5 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5799 ***********************************************************************
 AD5799  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5799  DESIGNATION -  20 21 29 28 PB CO
 AD5799  PID         -  AD5799
 AD5799  STATE/COUNTY-  FL/PALM BEACH
 AD5799  USGS QUAD   -  JUPITER (1983)
 AD5799
 AD5799                         *CURRENT SURVEY CONTROL
 AD5799  ___________________________________________________________________
 AD5799* NAD 83(1986)-  26 52 56.     (N)    080 03 46.     (W)     SCALED    
 AD5799* NAVD 88     -         1.606  (meters)       5.27   (feet)  ADJUSTED  
 AD5799  ___________________________________________________________________
 AD5799  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AD5799  DYNAMIC HT  -           1.604 (meters)       5.26  (feet)  COMP
 AD5799  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AD5799
 AD5799  VERT ORDER  -  SECOND    CLASS I
 AD5799
 AD5799.The horizontal coordinates were scaled from a topographic map and have
 AD5799.an estimated accuracy of +/- 6 seconds.
 AD5799
 AD5799.The orthometric height was determined by differential leveling
 AD5799.and adjusted by the National Geodetic Survey in June 1991..
 AD5799
 AD5799.This Tidal Bench Mark is designated as VM 5583
 AD5799.by the Center for Operational Oceanographic Products and Services.
 AD5799
 AD5799.The geoid height was determined by GEOID03.
 AD5799
 AD5799.The dynamic height is computed by dividing the NAVD 88
 AD5799.geopotential number by the normal gravity value computed on the
 AD5799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5799.degrees latitude (g = 980.6199 gals.).
 AD5799
 AD5799.The modeled gravity was interpolated from observed gravity values.
 AD5799
 AD5799;                    North         East    Units  Estimated Accuracy
 AD5799;SPC FL E     -   282,700.      293,120.      MT  (+/- 180 meters Scaled)
 AD5799
 AD5799                          SUPERSEDED SURVEY CONTROL
 AD5799
 AD5799  NGVD 29 (09/01/92)    2.068  (m)            6.78   (f) ADJUSTED    2 1
 AD5799
 AD5799.Superseded values are not recommended for survey control.
 AD5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5799.See file dsdata.txt to determine how the superseded data were derived.
 AD5799
 AD5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK930737(NAD 83)
 AD5799_MARKER: DB = BENCH MARK DISK
 AD5799_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5799_SP_SET: BRASS DISC IN ASPHALT
 AD5799_STAMPING: 20/21/29/28
 AD5799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5799
 AD5799  HISTORY     - Date     Condition        Report By
 AD5799  HISTORY     - UNK      MONUMENTED       FL-099
 AD5799  HISTORY     - 1981     GOOD             FLDNR
 AD5799  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5799  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5799  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5799  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5799
 AD5799                          STATION DESCRIPTION
 AD5799
 AD5799'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5799'0.4 MI WEST FROM JUNO BEACH.
 AD5799'BEGIN AT THE INTERSECTION OF U. S. HIGHWAY 1 AND DONALD ROSS ROAD IN
 AD5799'JUNO BEACH, GO 0.4 MILE WEST ON DONALD ROSS ROAD TO THE MARK.  THE
 AD5799'MARK IS AT THE CENTERLINE OF DONALD ROSS ROAD, BEARS 38 FEET SOUTH OF
 AD5799'POWER POLE 9, 47.4 FEET NORTH OF A POWER POLE, AND 54 FEET NORTH OF
 AD5799'GOLF 2 S1 5-21-70.
 AD5799'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF ROAD.
 AD5799
 AD5799                          STATION RECOVERY (2001)
 AD5799
 AD5799'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5799'ROADWAY WIDENED FROM TWO TO FOUR LANES WITH A MEDIAN DIVIDER.
 AD5799
 AD5799                          STATION RECOVERY (2003)
 AD5799
 AD5799'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5799'MARK NOT FOUND.
 AD5799
 AD5799                          STATION RECOVERY (2004)
 AD5799
 AD5799'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5799'MARK NOT FOUND.
 AD5799
 AD5799                          STATION RECOVERY (2005)
 AD5799
 AD5799'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5799'MARK NOT FOUND
 AD5799' 
 AD5799' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2573 ***********************************************************************
 AQ2573  DESIGNATION -  20 CMP
 AQ2573  PID         -  AQ2573
 AQ2573  STATE/COUNTY-  FL/PUTNAM
 AQ2573  USGS QUAD   -  WELAKA (1994)
 AQ2573
 AQ2573                         *CURRENT SURVEY CONTROL
 AQ2573  ___________________________________________________________________
 AQ2573* NAD 83(1986)-  29 27 14.     (N)    081 39 26.     (W)     SCALED    
 AQ2573* NAVD 88     -         6.410  (meters)      21.03   (feet)  ADJUSTED  
 AQ2573  ___________________________________________________________________
 AQ2573  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ2573  DYNAMIC HT  -           6.401 (meters)      21.00  (feet)  COMP
 AQ2573  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AQ2573
 AQ2573  VERT ORDER  -  SECOND    CLASS I
 AQ2573
 AQ2573.The horizontal coordinates were scaled from a topographic map and have
 AQ2573.an estimated accuracy of +/- 6 seconds.
 AQ2573
 AQ2573.The orthometric height was determined by differential leveling
 AQ2573.and adjusted by the National Geodetic Survey in June 1991..
 AQ2573
 AQ2573.The geoid height was determined by GEOID03.
 AQ2573
 AQ2573.The dynamic height is computed by dividing the NAVD 88
 AQ2573.geopotential number by the normal gravity value computed on the
 AQ2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2573.degrees latitude (g = 980.6199 gals.).
 AQ2573
 AQ2573.The modeled gravity was interpolated from observed gravity values.
 AQ2573
 AQ2573;                    North         East    Units  Estimated Accuracy
 AQ2573;SPC FL E     -   567,520.      136,250.      MT  (+/- 180 meters Scaled)
 AQ2573
 AQ2573                          SUPERSEDED SURVEY CONTROL
 AQ2573
 AQ2573  NGVD 29 (09/01/92)    6.693  (m)           21.96   (f) ADJUSTED    2 1
 AQ2573
 AQ2573.Superseded values are not recommended for survey control.
 AQ2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2573.See file dsdata.txt to determine how the superseded data were derived.
 AQ2573
 AQ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN362584(NAD 83)
 AQ2573_MARKER: DB = BENCH MARK DISK
 AQ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2573_SP_SET: CONCRETE POST
 AQ2573_STAMPING: 20 CMP 1969
 AQ2573_MARK LOGO: USGS  
 AQ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2573+STABILITY: SURFACE MOTION
 AQ2573
 AQ2573  HISTORY     - Date     Condition        Report By
 AQ2573  HISTORY     - 1969     MONUMENTED       USGS
 AQ2573  HISTORY     - 1985     GOOD             FLDNR
 AQ2573
 AQ2573                          STATION DESCRIPTION
 AQ2573
 AQ2573'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2573'2.1 MI SE FROM WELAKA.
 AQ2573'BEGIN AT THE JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN
 AQ2573'WELAKA, GO 2.1 MILES SOUTH ON C-309 TO THE MARK.  THE MARK IS AT THE
 AQ2573'U.S. FORESTERY LOOKOUT TOWER, DIRECTLY BENEATH THE TOWER, SET IN THE
 AQ2573'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1373 ***********************************************************************
 AK1373  DESIGNATION -  20 EAST LAUNCH HEAD
 AK1373  PID         -  AK1373
 AK1373  STATE/COUNTY-  FL/BREVARD
 AK1373  USGS QUAD   -  FALSE CAPE (1984)
 AK1373
 AK1373                         *CURRENT SURVEY CONTROL
 AK1373  ___________________________________________________________________
 AK1373* NAD 83(1986)-  28 30 42.     (N)    080 33 24.     (W)     SCALED    
 AK1373* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 AK1373  ___________________________________________________________________
 AK1373  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1373
 AK1373  VERT ORDER  -  ? (See Below)
 AK1373
 AK1373.The horizontal coordinates were scaled from a topographic map and have
 AK1373.an estimated accuracy of +/- 6 seconds.
 AK1373
 AK1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1373.The vertical order pertains to the NGVD 29 superseded value.
 AK1373
 AK1373.The geoid height was determined by GEOID03.
 AK1373
 AK1373;                    North         East    Units  Estimated Accuracy
 AK1373;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1373
 AK1373                          SUPERSEDED SURVEY CONTROL
 AK1373
 AK1373  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH    ?  
 AK1373
 AK1373.Superseded values are not recommended for survey control.
 AK1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1373.See file dsdata.txt to determine how the superseded data were derived.
 AK1373
 AK1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1373_MARKER: Z = SEE DESCRIPTION
 AK1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1373_SP_SET: LAUNCH ARMS
 AK1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1373
 AK1373  HISTORY     - Date     Condition        Report By
 AK1373  HISTORY     - UNK      MONUMENTED       CGS
 AK1373  HISTORY     - 1964     GOOD             NGS
 AK1373
 AK1373                          STATION DESCRIPTION
 AK1373
 AK1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1373'AT CAPE KENNEDY.
 AK1373'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1373'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0214 ***********************************************************************
 BE0214  DESIGNATION -  20 JWM USGS
 BE0214  PID         -  BE0214
 BE0214  STATE/COUNTY-  FL/JACKSON
 BE0214  USGS QUAD   -  BASCOM (1994)
 BE0214
 BE0214                         *CURRENT SURVEY CONTROL
 BE0214  ___________________________________________________________________
 BE0214* NAD 83(1986)-  30 52 49.     (N)    085 02 07.     (W)     SCALED    
 BE0214* NAVD 88     -        32.207  (meters)     105.67   (feet)  ADJUSTED  
 BE0214  ___________________________________________________________________
 BE0214  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BE0214  DYNAMIC HT  -          32.165 (meters)     105.53  (feet)  COMP
 BE0214  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 BE0214
 BE0214  VERT ORDER  -  SECOND    CLASS 0
 BE0214
 BE0214.The horizontal coordinates were scaled from a topographic map and have
 BE0214.an estimated accuracy of +/- 6 seconds.
 BE0214
 BE0214.The orthometric height was determined by differential leveling
 BE0214.and adjusted by the National Geodetic Survey in June 1991..
 BE0214
 BE0214.The geoid height was determined by GEOID03.
 BE0214
 BE0214.The dynamic height is computed by dividing the NAVD 88
 BE0214.geopotential number by the normal gravity value computed on the
 BE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0214.degrees latitude (g = 980.6199 gals.).
 BE0214
 BE0214.The modeled gravity was interpolated from observed gravity values.
 BE0214
 BE0214;                    North         East    Units  Estimated Accuracy
 BE0214;SPC FL N     -   208,550.      548,810.      MT  (+/- 180 meters Scaled)
 BE0214
 BE0214                          SUPERSEDED SURVEY CONTROL
 BE0214
 BE0214  NGVD 29 (??/??/92)   32.336  (m)          106.09   (f) ADJ UNCH    2 0
 BE0214
 BE0214.Superseded values are not recommended for survey control.
 BE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0214.See file dsdata.txt to determine how the superseded data were derived.
 BE0214
 BE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV878179(NAD 83)
 BE0214_MARKER: DD = SURVEY DISK
 BE0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0214_STAMPING: 20 JWM 1951 106
 BE0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0214+STABILITY: SURFACE MOTION
 BE0214
 BE0214  HISTORY     - Date     Condition        Report By
 BE0214  HISTORY     - 1951     MONUMENTED       USGS
 BE0214  HISTORY     - 1952     GOOD             NGS
 BE0214  HISTORY     - 20010331 GOOD             NGS
 BE0214
 BE0214                          STATION DESCRIPTION
 BE0214
 BE0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0214'0.5 MI E FROM LOVEDALE.
 BE0214'ABOUT 0.5 MILE EAST ALONG A GRADED ROAD FROM THE CHURCH AND
 BE0214'CEMETERY AT LOVEDALE, AT THE JUNCTION OF A ROAD SOUTH, 34 FEET
 BE0214'NORTH OF CENTER LINE OF ROAD, IN LINE WITH EXTENDED CENTER LINE
 BE0214'OF ROAD SOUTH, 17 FEET EAST OF A 20-INCH CROOKED OAK TREE, 1 1/2
 BE0214'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 BE0214'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0214
 BE0214                          STATION RECOVERY (2001)
 BE0214
 BE0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0214'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1323 ***********************************************************************
 AK1323  DESIGNATION -  20 NORTH CENTERLINE 1
 AK1323  PID         -  AK1323
 AK1323  STATE/COUNTY-  FL/BREVARD
 AK1323  USGS QUAD   -  FALSE CAPE (1984)
 AK1323
 AK1323                         *CURRENT SURVEY CONTROL
 AK1323  ___________________________________________________________________
 AK1323* NAD 83(1986)-  28 30 40.     (N)    080 33 24.     (W)     SCALED    
 AK1323* NAVD 88     -         2.371  (meters)       7.78   (feet)  ADJUSTED  
 AK1323  ___________________________________________________________________
 AK1323  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1323  DYNAMIC HT  -           2.368 (meters)       7.77  (feet)  COMP
 AK1323  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 AK1323
 AK1323  VERT ORDER  -  FIRST     CLASS II
 AK1323
 AK1323.The horizontal coordinates were scaled from a topographic map and have
 AK1323.an estimated accuracy of +/- 6 seconds.
 AK1323
 AK1323.The orthometric height was determined by differential leveling
 AK1323.and adjusted by the National Geodetic Survey in June 1991..
 AK1323
 AK1323.The geoid height was determined by GEOID03.
 AK1323
 AK1323.The dynamic height is computed by dividing the NAVD 88
 AK1323.geopotential number by the normal gravity value computed on the
 AK1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1323.degrees latitude (g = 980.6199 gals.).
 AK1323
 AK1323.The modeled gravity was interpolated from observed gravity values.
 AK1323
 AK1323;                    North         East    Units  Estimated Accuracy
 AK1323;SPC FL E     -   462,930.      243,400.      MT  (+/- 180 meters Scaled)
 AK1323
 AK1323                          SUPERSEDED SURVEY CONTROL
 AK1323
 AK1323  NGVD 29 (??/??/92)    2.729  (m)            8.95   (f) ADJ UNCH    1 2
 AK1323
 AK1323.Superseded values are not recommended for survey control.
 AK1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1323.See file dsdata.txt to determine how the superseded data were derived.
 AK1323
 AK1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1323_MARKER: DB = BENCH MARK DISK
 AK1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1323_STAMPING: 20 NORTH CENTERLINE 1
 AK1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1323+STABILITY: SURFACE MOTION
 AK1323
 AK1323  HISTORY     - Date     Condition        Report By
 AK1323  HISTORY     - UNK      MONUMENTED       CGS
 AK1323  HISTORY     - 1964     GOOD             NGS
 AK1323
 AK1323                          STATION DESCRIPTION
 AK1323
 AK1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1323'AT CAPE KENNEDY.
 AK1323'118 FEET SOUTH OF THE SOUTH EGE OF A BLACKTOP DRIVE THAT LEADS
 AK1323'AROUND THE LAUNCH PAD, 15 FEET NORTHWEST OF A CONCRETE WALL
 AK1323'AND 4 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK.  THE
 AK1323'MARK IS A ROUND CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1401 ***********************************************************************
 AK1401  DESIGNATION -  20 NORTH LAUNCH HEAD
 AK1401  PID         -  AK1401
 AK1401  STATE/COUNTY-  FL/BREVARD
 AK1401  USGS QUAD   -  FALSE CAPE (1984)
 AK1401
 AK1401                         *CURRENT SURVEY CONTROL
 AK1401  ___________________________________________________________________
 AK1401* NAD 83(1986)-  28 30 42.     (N)    080 33 24.     (W)     SCALED    
 AK1401* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 AK1401  ___________________________________________________________________
 AK1401  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1401
 AK1401  VERT ORDER  -  ? (See Below)
 AK1401
 AK1401.The horizontal coordinates were scaled from a topographic map and have
 AK1401.an estimated accuracy of +/- 6 seconds.
 AK1401
 AK1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1401.The vertical order pertains to the NGVD 29 superseded value.
 AK1401
 AK1401.The geoid height was determined by GEOID03.
 AK1401
 AK1401;                    North         East    Units  Estimated Accuracy
 AK1401;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1401
 AK1401                          SUPERSEDED SURVEY CONTROL
 AK1401
 AK1401  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH    ?  
 AK1401
 AK1401.Superseded values are not recommended for survey control.
 AK1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1401.See file dsdata.txt to determine how the superseded data were derived.
 AK1401
 AK1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1401_MARKER: Z = SEE DESCRIPTION
 AK1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1401_SP_SET: LAUNCH ARMS
 AK1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1401
 AK1401  HISTORY     - Date     Condition        Report By
 AK1401  HISTORY     - UNK      MONUMENTED       CGS
 AK1401  HISTORY     - 1944     GOOD             NGS
 AK1401
 AK1401                          STATION DESCRIPTION
 AK1401
 AK1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AK1401'AT CAPE KENNEDY.
 AK1401'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1401'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4357 ***********************************************************************
 BG4357  CBN         -  This is a Cooperative Base Network Control Station.
 BG4357  DESIGNATION -  20 PLUS 00 USE 1951
 BG4357  PID         -  BG4357
 BG4357  STATE/COUNTY-  FL/OKALOOSA
 BG4357  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4357
 BG4357                         *CURRENT SURVEY CONTROL
 BG4357  ___________________________________________________________________
 BG4357* NAD 83(1999)-  30 28 43.11240(N)    086 31 06.21839(W)     ADJUSTED  
 BG4357* NAVD 88     -        19.2    (meters)      63.     (feet)  GPS OBS   
 BG4357  ___________________________________________________________________
 BG4357  X           -     334,097.329 (meters)                     COMP
 BG4357  Y           -  -5,491,373.917 (meters)                     COMP
 BG4357  Z           -   3,216,210.177 (meters)                     COMP
 BG4357  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BG4357  ELLIP HEIGHT-          -7.97  (meters)          (04/12/01) GPS OBS
 BG4357  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4357
 BG4357  HORZ ORDER  -  A
 BG4357  ELLP ORDER  -  FOURTH    CLASS I
 BG4357
 BG4357.The horizontal coordinates were established by GPS observations
 BG4357.and adjusted by the National Geodetic Survey in April 2001..
 BG4357
 BG4357.The orthometric height was determined by GPS observations and a
 BG4357.high-resolution geoid model.
 BG4357
 BG4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4357
 BG4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4357
 BG4357.The ellipsoidal height was determined by GPS observations
 BG4357.and is referenced to NAD 83.
 BG4357
 BG4357.The geoid height was determined by GEOID03.
 BG4357
 BG4357;                    North         East     Units Scale Factor Converg.
 BG4357;SPC FL N     -   165,620.623   406,211.287   MT  0.99996314   -1 00 51.5
 BG4357;SPC FL N     -   543,373.66  1,332,711.53   sFT  0.99996314   -1 00 51.5
 BG4357;UTM  16      - 3,371,923.279   546,225.526   MT  0.99962636   +0 14 39.4
 BG4357
 BG4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4357!SPC FL N     -   1.00000125  x   0.99996314  =   0.99996439
 BG4357!UTM  16      -   1.00000125  x   0.99962636  =   0.99962761
 BG4357
 BG4357|---------------------------------------------------------------------|
 BG4357| PID    Reference Object                     Distance      Geod. Az  |
 BG4357|                                                           dddmmss.s |
 BG4357| BG4358 30 PLUS 00 USE 1951                 304.828 METERS 01211     |
 BG4357| BG4348 100 PLUS 00 USE 1951                APPROX. 2.4 KM 0121106.2 |
 BG4357| BG4874 MISSILE                             469.864 METERS 3475417.3 |
 BG4357|---------------------------------------------------------------------|
 BG4357
 BG4357                          SUPERSEDED SURVEY CONTROL
 BG4357
 BG4357  NAD 83(1990)-  30 28 43.11178(N)    086 31 06.21734(W) AD(       ) 1
 BG4357  NAD 83(1990)-  30 28 43.11180(N)    086 31 06.21735(W) AD(       ) 1
 BG4357  NAD 83(1986)-  30 28 43.13041(N)    086 31 06.22416(W) AD(       ) 2
 BG4357  NAD 27      -  30 28 42.41500(N)    086 31 06.40300(W) AD(       ) 2
 BG4357  NGVD 29 (02/04/91)   19.4    (m)           64.     (f) GPS OBS        
 BG4357
 BG4357.Superseded values are not recommended for survey control.
 BG4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4357.See file dsdata.txt to determine how the superseded data were derived.
 BG4357
 BG4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4622671923(NAD 83)
 BG4357_MARKER: DD = SURVEY DISK
 BG4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4357_SP_SET: CONCRETE POST
 BG4357_STAMPING: 20+00 USED 64.22
 BG4357_MARK LOGO: USE   
 BG4357_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4357+STABILITY: SURFACE MOTION
 BG4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4357+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 BG4357
 BG4357  HISTORY     - Date     Condition        Report By
 BG4357  HISTORY     - 1951     MONUMENTED       USE
 BG4357  HISTORY     - 1951     GOOD             USE
 BG4357  HISTORY     - 1982     GOOD             LOCENG
 BG4357  HISTORY     - 1987     GOOD             USPSQD
 BG4357  HISTORY     - 19880906 GOOD             NGS
 BG4357  HISTORY     - 19890406 GOOD
 BG4357  HISTORY     - 19990405 GOOD             USAF
 BG4357
 BG4357                          STATION DESCRIPTION
 BG4357
 BG4357'DESCRIBED BY US ENGINEERS 1951 (DAJ)
 BG4357'STATION IS LOCATED AT EGLIN FIELD, ABOUT 300 FEET WEST OF THE
 BG4357'WEST EDGE OF THE MAIN RUNWAY (NORTH-SOUTH RUNWAY) 1.5 MILES SOUTH
 BG4357'OF THE NORTH END OF THE NORTH-SOUTH RUNWAY.  A WHITE WITNESS POST
 BG4357'MARKS THE STATION SITE.
 BG4357'
 BG4357'THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT IS FLUSH WITH THE
 BG4357'GROUND, WITH A BRONZE DISC IN THE CENTER THAT IS STAMPED, 20+00
 BG4357'USE 64.22.
 BG4357'
 BG4357'THIS STATION IS THE SOUTH END OF A TRAVERSE LINE THAT INCLUDES
 BG4357'STATION 30+00, 60+00 AND 100+00 RESPECTIVELY.
 BG4357'
 BG4357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4357
 BG4357                          STATION RECOVERY (1951)
 BG4357
 BG4357'RECOVERY NOTE BY US ENGINEERS 1951
 BG4357'RECOVERED IN GOOD CONDITION.
 BG4357
 BG4357                          STATION RECOVERY (1982)
 BG4357
 BG4357'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (KKC)
 BG4357'20 + 00 USE 64.22 RECOVERED IN GOOD CONDITION.
 BG4357'
 BG4357'THE STATION IS LOCATED ABOUT 450 FEET WEST OF THE WEST EDGE OF THE
 BG4357'RUNWAY 01/19 RATHER THAN 300 FEET.  IT IS ALSO 15.9 METERS NORTH OF
 BG4357'THE CENTERLINE OF A DIRT ROAD AND APPROXIMATELY 42 METERS WEST OF A
 BG4357'RIDGE.
 BG4357
 BG4357                          STATION RECOVERY (1987)
 BG4357
 BG4357'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4357'RECOVERED IN GOOD CONDITION.
 BG4357
 BG4357                          STATION RECOVERY (1988)
 BG4357
 BG4357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BG4357'THE STATION IS LOCATED ABOUT 10.86 KM (6.75 MI) NORTHEAST OF FORT
 BG4357'WALTON BEACH, 5.63 KM (3.50 MI) SOUTHWEST OF NICEVILLE, AT THE EGLIN
 BG4357'AIR FORCE BASE.  OWNERSHIP--U.S. AIR FORCE, BUDDY HOLLY, VITRO
 BG4357'CORPORATION, PHONE 904-882-4936.
 BG4357'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 85 AND 285
 BG4357'IN NICEVILLE, GO WESTERLY FOR 8.77 KM (5.45 MI) ON STATE ROAD 85 TO A
 BG4357'ROAD CURVE LEFT AND JUNCTION OF STATE ROAD 123.  CONTINUE AHEAD FOR
 BG4357'2.09 KM (1.30 MI) ON STATE ROAD 85 TO AN ENTRANCE GATE TO EGLIN AIR
 BG4357'FORCE BASE ON LEFT.  TURN LEFT, PASS THROUGH GATE, TURN LEFT AND GO
 BG4357'NORTHERLY AND NORTHEASTERLY FOR 1.34 KM (0.85 MI) ON THE ROAD TO A
 BG4357'FORK RIGHT.  TURN RIGHT AND GO 1.69 KM (1.05 MI) ON THE ROAD, ON THE
 BG4357'NORTHERLY SIDE OF THE NORTHWEST-SOUTHEAST RUNWAY TO A FORK.  FOLLOW
 BG4357'THE LEFT FORK AND GO 0.97 KM (0.60 MI) ON THE ROAD TO AN INTERSECTION.
 BG4357'TURN RIGHT AND GO 0.32 KM (0.20 MI) TO AN INTERSECTION. CONTINUE
 BG4357'STRAIGHT AHEAD FOR 0.48 KM (0.30 MI) TO A CURVE LEFT. CONTINUE AHEAD
 BG4357'FOR 0.32 KM (0.20 MI) ON THE ROAD, PASSING AN OBSERVATION TOWER ON
 BG4357'RIGHT AND THROUGH FENCE, BEAR RIGHT AND GO 0.24 KM (0.15 MI) ON A DIM
 BG4357'ROAD, TOWARD RUNWAY, TO THE STATION ON LEFT.
 BG4357'LOCATED 0.91 M (3.0 FT) WEST FROM A WITNESS POST.
 BG4357'DESCRIBED BY R.L. MALLOY.
 BG4357
 BG4357                          STATION RECOVERY (1989)
 BG4357
 BG4357'RECOVERED 1989
 BG4357'RECOVERED IN GOOD CONDITION.
 BG4357
 BG4357                          STATION RECOVERY (1999)
 BG4357
 BG4357'RECOVERY NOTE BY US AIR FORCE 1999
 BG4357'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7003 ***********************************************************************
 AI7003  DESIGNATION -  20 RJN
 AI7003  PID         -  AI7003
 AI7003  STATE/COUNTY-  FL/PUTNAM
 AI7003  USGS QUAD   -  SAN MATEO (1980)
 AI7003
 AI7003                         *CURRENT SURVEY CONTROL
 AI7003  ___________________________________________________________________
 AI7003* NAD 83(1986)-  29 32 01.     (N)    081 35 14.     (W)     SCALED    
 AI7003* NAVD 88     -        13.424  (meters)      44.04   (feet)  ADJUSTED  
 AI7003  ___________________________________________________________________
 AI7003  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AI7003  DYNAMIC HT  -          13.405 (meters)      43.98  (feet)  COMP
 AI7003  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 AI7003
 AI7003  VERT ORDER  -  SECOND    CLASS I
 AI7003
 AI7003.The horizontal coordinates were scaled from a topographic map and have
 AI7003.an estimated accuracy of +/- 6 seconds.
 AI7003
 AI7003.The orthometric height was determined by differential leveling
 AI7003.and adjusted by the National Geodetic Survey in April 2001..
 AI7003.No vertical observational check was made to the station.
 AI7003
 AI7003.The geoid height was determined by GEOID03.
 AI7003
 AI7003.The dynamic height is computed by dividing the NAVD 88
 AI7003.geopotential number by the normal gravity value computed on the
 AI7003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7003.degrees latitude (g = 980.6199 gals.).
 AI7003
 AI7003.The modeled gravity was interpolated from observed gravity values.
 AI7003
 AI7003;                    North         East    Units  Estimated Accuracy
 AI7003;SPC FL E     -   576,320.      143,080.      MT  (+/- 180 meters Scaled)
 AI7003
 AI7003                          SUPERSEDED SURVEY CONTROL
 AI7003
 AI7003.No superseded survey control is available for this station.
 AI7003
 AI7003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN431672(NAD 83)
 AI7003_MARKER: DB = BENCH MARK DISK
 AI7003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7003_STAMPING: 20 RJN 1967
 AI7003_MARK LOGO: USGS  
 AI7003_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7003+STABILITY: SURFACE MOTION
 AI7003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7003+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1993
 AI7003
 AI7003  HISTORY     - Date     Condition        Report By
 AI7003  HISTORY     - 1967     MONUMENTED       USGS
 AI7003  HISTORY     - 19931213 GOOD             FLDEP
 AI7003
 AI7003                          STATION DESCRIPTION
 AI7003
 AI7003'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7003'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF THE TOWN OF
 AI7003'SATSUMA IN PUTNAM COUNTY, SECTION 40 TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 AI7003'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S.HIGHWAY
 AI7003'17, IN SATSUMA, GO SOUTH ON U.S.HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE
 AI7003'T JUNCTION OF SISCO ROAD AND U.S. HIGHWAY 17. TURN LEFT AND GO
 AI7003'SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO THE T JUNCTION OF A
 AI7003'DIRT ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE DIRT ROAD FOR 0.05
 AI7003'MI (0.08 KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT 904-488-2427
 AI7003'FOR A KEY), PASS THROUGH THE WOODEN GATE, AND CONTINUE EAST ON THE
 AI7003'DIRT ROAD FOR 0.75 MI (1.21 KM) TO THE MARK ON THE LEFT (WEST).
 AI7003'LOCATED 29.5 FT (9.0 M) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 AI7003'DIRT ROAD, 20.0 FT (6.1 M) NORTHEAST OF A TWIN 6 INCH LIVE OAK TREE,
 AI7003'13.0 FT (4.0 M) SOUTHEAST OF A 4 INCH BLACK JACK OAK TREE, AND 1.0 FT
 AI7003'(0.3 M) EAST OF A CARSONITE WITNESS POST.  SET IN THE TOP OF A SQUARE
 AI7003'CONCRETE MONUMENT 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1374 ***********************************************************************
 AK1374  DESIGNATION -  20 SOUTH LAUNCH HEAD
 AK1374  PID         -  AK1374
 AK1374  STATE/COUNTY-  FL/BREVARD
 AK1374  USGS QUAD   -  FALSE CAPE (1984)
 AK1374
 AK1374                         *CURRENT SURVEY CONTROL
 AK1374  ___________________________________________________________________
 AK1374* NAD 83(1986)-  28 30 42.     (N)    080 33 24.     (W)     SCALED    
 AK1374* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 AK1374  ___________________________________________________________________
 AK1374  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1374
 AK1374  VERT ORDER  -  ? (See Below)
 AK1374
 AK1374.The horizontal coordinates were scaled from a topographic map and have
 AK1374.an estimated accuracy of +/- 6 seconds.
 AK1374
 AK1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1374.The vertical order pertains to the NGVD 29 superseded value.
 AK1374
 AK1374.The geoid height was determined by GEOID03.
 AK1374
 AK1374;                    North         East    Units  Estimated Accuracy
 AK1374;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1374
 AK1374                          SUPERSEDED SURVEY CONTROL
 AK1374
 AK1374  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH    ?  
 AK1374
 AK1374.Superseded values are not recommended for survey control.
 AK1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1374.See file dsdata.txt to determine how the superseded data were derived.
 AK1374
 AK1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1374_MARKER: Z = SEE DESCRIPTION
 AK1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1374_SP_SET: LAUNCH ARMS
 AK1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1374
 AK1374  HISTORY     - Date     Condition        Report By
 AK1374  HISTORY     - UNK      MONUMENTED       CGS
 AK1374  HISTORY     - 1964     GOOD             NGS
 AK1374
 AK1374                          STATION DESCRIPTION
 AK1374
 AK1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1374'AT CAPE KENNEDY.
 AK1374'THE POINTS LEVELED TO WERE THE TOP SURFACE OF THE LAUNCH
 AK1374'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0408 ***********************************************************************
 BE0408  DESIGNATION -  20 USE
 BE0408  PID         -  BE0408
 BE0408  STATE/COUNTY-  FL/JACKSON
 BE0408  USGS QUAD   -  FAIRCHILD (1994)
 BE0408
 BE0408                         *CURRENT SURVEY CONTROL
 BE0408  ___________________________________________________________________
 BE0408* NAD 83(1986)-  30 50 54.     (N)    084 57 24.     (W)     SCALED    
 BE0408* NAVD 88     -        31.543  (meters)     103.49   (feet)  ADJUSTED  
 BE0408  ___________________________________________________________________
 BE0408  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BE0408  DYNAMIC HT  -          31.503 (meters)     103.36  (feet)  COMP
 BE0408  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BE0408
 BE0408  VERT ORDER  -  SECOND    CLASS 0
 BE0408
 BE0408.The horizontal coordinates were scaled from a topographic map and have
 BE0408.an estimated accuracy of +/- 6 seconds.
 BE0408
 BE0408.The orthometric height was determined by differential leveling
 BE0408.and adjusted by the National Geodetic Survey in June 1991..
 BE0408
 BE0408.The geoid height was determined by GEOID03.
 BE0408
 BE0408.The dynamic height is computed by dividing the NAVD 88
 BE0408.geopotential number by the normal gravity value computed on the
 BE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0408.degrees latitude (g = 980.6199 gals.).
 BE0408
 BE0408.The modeled gravity was interpolated from observed gravity values.
 BE0408
 BE0408;                    North         East    Units  Estimated Accuracy
 BE0408;SPC FL N     -   204,980.      556,320.      MT  (+/- 180 meters Scaled)
 BE0408
 BE0408                          SUPERSEDED SURVEY CONTROL
 BE0408
 BE0408  NGVD 29 (??/??/92)   31.68   (m)          103.9    (f) COMPUTED    2 0
 BE0408
 BE0408.Superseded values are not recommended for survey control.
 BE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0408.See file dsdata.txt to determine how the superseded data were derived.
 BE0408
 BE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV953145(NAD 83)
 BE0408_MARKER: DD = SURVEY DISK
 BE0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0408_STAMPING: 20 1952
 BE0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0408+STABILITY: SURFACE MOTION
 BE0408
 BE0408  HISTORY     - Date     Condition        Report By
 BE0408  HISTORY     - 1952     MONUMENTED       DOD
 BE0408  HISTORY     - 1952     GOOD             NGS
 BE0408  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0408
 BE0408                          STATION DESCRIPTION
 BE0408
 BE0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0408'10.2 MI N FROM SNEADS.
 BE0408'ABOUT 10.15 MILES NORTH ALONG A GRADED ROAD FROM THE JUNCTION
 BE0408'OF U.S. HIGHWAY 90 AT SNEADS, 0.15 MILE SOUTH OF THE JUNCTION
 BE0408'OF A FARM ROAD EAST, ON TOP OF A LOW RIDGE, 23 FEET WEST OF THE
 BE0408'CENTER LINE OF THE ROAD, 57 FEET SOUTH OF POWER LINE POLE NO.
 BE0408'20, 13 FEET EAST OF A TRIPPLE TRUNKED CEDAR TREE, 2 FEET EAST
 BE0408'OF A WHITE WOODEN WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE
 BE0408'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE0408
 BE0408                          STATION RECOVERY (2001)
 BE0408
 BE0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0407 ***********************************************************************
 BE0407  DESIGNATION -  20 USE RESET 1963
 BE0407  PID         -  BE0407
 BE0407  STATE/COUNTY-  FL/JACKSON
 BE0407  USGS QUAD   -  FAIRCHILD (1994)
 BE0407
 BE0407                         *CURRENT SURVEY CONTROL
 BE0407  ___________________________________________________________________
 BE0407* NAD 83(1986)-  30 50 54.     (N)    084 57 24.     (W)     SCALED    
 BE0407* NAVD 88     -        32.10   (meters)     105.3    (feet)  RESET     
 BE0407  ___________________________________________________________________
 BE0407  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BE0407
 BE0407  VERT ORDER  -  THIRD
 BE0407
 BE0407.The horizontal coordinates were scaled from a topographic map and have
 BE0407.an estimated accuracy of +/- 6 seconds.
 BE0407
 BE0407.The orthometric height was computed from unverified reset data.
 BE0407
 BE0407.The geoid height was determined by GEOID03.
 BE0407
 BE0407;                    North         East    Units  Estimated Accuracy
 BE0407;SPC FL N     -   204,980.      556,320.      MT  (+/- 180 meters Scaled)
 BE0407
 BE0407                          SUPERSEDED SURVEY CONTROL
 BE0407
 BE0407  NGVD 29 (??/??/??)   32.23   (m)          105.7    (f) RESET       3  
 BE0407
 BE0407.Superseded values are not recommended for survey control.
 BE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0407.See file dsdata.txt to determine how the superseded data were derived.
 BE0407
 BE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV953145(NAD 83)
 BE0407_MARKER: DB = BENCH MARK DISK
 BE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0407_STAMPING: 20 1952 RESET
 BE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0407+STABILITY: SURFACE MOTION
 BE0407
 BE0407  HISTORY     - Date     Condition        Report By
 BE0407  HISTORY     - 1963     MONUMENTED       DOD
 BE0407  HISTORY     - 1963     GOOD             NGS
 BE0407  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0407
 BE0407                          STATION DESCRIPTION
 BE0407
 BE0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BE0407'10.2 MI N FROM SNEADS.
 BE0407'ABOUT 10.15 MILES NORTH ALONG A BLACK-TOP ROAD LEADING TO
 BE0407'LUCY, ALABAMA FROM ITS JUNCTION WITH U.S. HIGHWAY 90 AT SNEADS,
 BE0407'77 FEET WEST OF THE CENTER OF THE ROAD, 100 FEET SOUTHWEST OF
 BE0407'POWER POLE NO. 20 AND 1.5 FEET WEST OF A WITNESS POST, A STANDARD
 BE0407'CORPS OF ENGINEERS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 BE0407'PROJECTING 4 INCHES.
 BE0407
 BE0407                          STATION RECOVERY (2001)
 BE0407
 BE0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1324 ***********************************************************************
 AK1324  DESIGNATION -  20 WEST CENTERLINE 1
 AK1324  PID         -  AK1324
 AK1324  STATE/COUNTY-  FL/BREVARD
 AK1324  USGS QUAD   -  FALSE CAPE (1984)
 AK1324
 AK1324                         *CURRENT SURVEY CONTROL
 AK1324  ___________________________________________________________________
 AK1324* NAD 83(1986)-  28 30 40.     (N)    080 33 25.     (W)     SCALED    
 AK1324* NAVD 88     -         2.401  (meters)       7.88   (feet)  ADJUSTED  
 AK1324  ___________________________________________________________________
 AK1324  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1324  DYNAMIC HT  -           2.398 (meters)       7.87  (feet)  COMP
 AK1324  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 AK1324
 AK1324  VERT ORDER  -  FIRST     CLASS II
 AK1324
 AK1324.The horizontal coordinates were scaled from a topographic map and have
 AK1324.an estimated accuracy of +/- 6 seconds.
 AK1324
 AK1324.The orthometric height was determined by differential leveling
 AK1324.and adjusted by the National Geodetic Survey in June 1991..
 AK1324
 AK1324.The geoid height was determined by GEOID03.
 AK1324
 AK1324.The dynamic height is computed by dividing the NAVD 88
 AK1324.geopotential number by the normal gravity value computed on the
 AK1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1324.degrees latitude (g = 980.6199 gals.).
 AK1324
 AK1324.The modeled gravity was interpolated from observed gravity values.
 AK1324
 AK1324;                    North         East    Units  Estimated Accuracy
 AK1324;SPC FL E     -   462,930.      243,370.      MT  (+/- 180 meters Scaled)
 AK1324
 AK1324                          SUPERSEDED SURVEY CONTROL
 AK1324
 AK1324  NGVD 29 (??/??/92)    2.759  (m)            9.05   (f) ADJ UNCH    1 2
 AK1324
 AK1324.Superseded values are not recommended for survey control.
 AK1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1324.See file dsdata.txt to determine how the superseded data were derived.
 AK1324
 AK1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1324_MARKER: DB = BENCH MARK DISK
 AK1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1324_STAMPING: 20 WEST CENTERLINE 1 1964
 AK1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1324+STABILITY: SURFACE MOTION
 AK1324
 AK1324  HISTORY     - Date     Condition        Report By
 AK1324  HISTORY     - 1964     MONUMENTED       CGS
 AK1324
 AK1324                          STATION DESCRIPTION
 AK1324
 AK1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1324'AT CAPE KENNEDY.
 AK1324'35 FEET NORTH OF THE NORTH EDGE OF A BLACK-TOP DRIVE THAT LEADS
 AK1324'TO THE LAUNCH PAD.  THE MARK IS A ROUND CONCRETE POST THAT
 AK1324'PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1322 ***********************************************************************
 AK1322  DESIGNATION -  20 WEST CENTERLINE 2
 AK1322  PID         -  AK1322
 AK1322  STATE/COUNTY-  FL/BREVARD
 AK1322  USGS QUAD   -  FALSE CAPE (1984)
 AK1322
 AK1322                         *CURRENT SURVEY CONTROL
 AK1322  ___________________________________________________________________
 AK1322* NAD 83(1986)-  28 30 41.     (N)    080 33 24.     (W)     SCALED    
 AK1322* NAVD 88     -         2.305  (meters)       7.56   (feet)  ADJUSTED  
 AK1322  ___________________________________________________________________
 AK1322  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1322  DYNAMIC HT  -           2.302 (meters)       7.55  (feet)  COMP
 AK1322  MODELED GRAV-     979,234.1   (mgal)                       NAVD 88
 AK1322
 AK1322  VERT ORDER  -  FIRST     CLASS II
 AK1322
 AK1322.The horizontal coordinates were scaled from a topographic map and have
 AK1322.an estimated accuracy of +/- 6 seconds.
 AK1322
 AK1322.The orthometric height was determined by differential leveling
 AK1322.and adjusted by the National Geodetic Survey in June 1991..
 AK1322
 AK1322.The geoid height was determined by GEOID03.
 AK1322
 AK1322.The dynamic height is computed by dividing the NAVD 88
 AK1322.geopotential number by the normal gravity value computed on the
 AK1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1322.degrees latitude (g = 980.6199 gals.).
 AK1322
 AK1322.The modeled gravity was interpolated from observed gravity values.
 AK1322
 AK1322;                    North         East    Units  Estimated Accuracy
 AK1322;SPC FL E     -   462,960.      243,400.      MT  (+/- 180 meters Scaled)
 AK1322
 AK1322                          SUPERSEDED SURVEY CONTROL
 AK1322
 AK1322  NGVD 29 (??/??/92)    2.663  (m)            8.74   (f) ADJ UNCH    1 2
 AK1322
 AK1322.Superseded values are not recommended for survey control.
 AK1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1322.See file dsdata.txt to determine how the superseded data were derived.
 AK1322
 AK1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1322_MARKER: DB = BENCH MARK DISK
 AK1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1322_SP_SET: CONCRETE PAD
 AK1322_STAMPING: 20 WEST CENTERLINE 2
 AK1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1322
 AK1322  HISTORY     - Date     Condition        Report By
 AK1322  HISTORY     - UNK      MONUMENTED       CGS
 AK1322  HISTORY     - 1964     GOOD             NGS
 AK1322
 AK1322                          STATION DESCRIPTION
 AK1322
 AK1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1322'AT CAPE KENNEDY.
 AK1322'18 FEET NORTH OF THE APPROXIMATE CENTER OF A BLACK-TOP DRIVE
 AK1322'THAT LEADS TO THE LAUNCH PAD AND 9 FEET SOUTHEAST OF A METAL
 AK1322'JUNCTION BOX (EAST OF TWO).  THE DISK IS CEMENTED IN A DRILL
 AK1322'HOLE IN AN 8 X 10 FOOT CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1319 ***********************************************************************
 AK1319  DESIGNATION -  20 WEST LAUNCH HEAD
 AK1319  PID         -  AK1319
 AK1319  STATE/COUNTY-  FL/BREVARD
 AK1319  USGS QUAD   -  FALSE CAPE (1984)
 AK1319
 AK1319                         *CURRENT SURVEY CONTROL
 AK1319  ___________________________________________________________________
 AK1319* NAD 83(1986)-  28 30 42.     (N)    080 33 24.     (W)     SCALED    
 AK1319* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 AK1319  ___________________________________________________________________
 AK1319  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1319
 AK1319  VERT ORDER  -  ? (See Below)
 AK1319
 AK1319.The horizontal coordinates were scaled from a topographic map and have
 AK1319.an estimated accuracy of +/- 6 seconds.
 AK1319
 AK1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1319.The vertical order pertains to the NGVD 29 superseded value.
 AK1319
 AK1319.The geoid height was determined by GEOID03.
 AK1319
 AK1319;                    North         East    Units  Estimated Accuracy
 AK1319;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1319
 AK1319                          SUPERSEDED SURVEY CONTROL
 AK1319
 AK1319  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH    ?  
 AK1319
 AK1319.Superseded values are not recommended for survey control.
 AK1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1319.See file dsdata.txt to determine how the superseded data were derived.
 AK1319
 AK1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1319_MARKER: Z = SEE DESCRIPTION
 AK1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1319_SP_SET: LAUNCH ARMS
 AK1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1319
 AK1319  HISTORY     - Date     Condition        Report By
 AK1319  HISTORY     - UNK      MONUMENTED       CGS
 AK1319  HISTORY     - 1964     GOOD             NGS
 AK1319
 AK1319                          STATION DESCRIPTION
 AK1319
 AK1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK1319'AT CAPE KENNEDY.
 AK1319'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1319'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7057 ***********************************************************************
 AG7057  DESIGNATION -  200 C OF SP
 AG7057  PID         -  AG7057
 AG7057  STATE/COUNTY-  FL/PINELLAS
 AG7057  USGS QUAD   -  ST PETERSBURG (1987)
 AG7057
 AG7057                         *CURRENT SURVEY CONTROL
 AG7057  ___________________________________________________________________
 AG7057* NAD 83(1986)-  27 47 08.     (N)    082 43 12.     (W)     SCALED    
 AG7057* NAVD 88     -         6.013  (meters)      19.73   (feet)  ADJUSTED  
 AG7057  ___________________________________________________________________
 AG7057  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7057  DYNAMIC HT  -           6.005 (meters)      19.70  (feet)  COMP
 AG7057  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AG7057
 AG7057  VERT ORDER  -  SECOND    CLASS II
 AG7057
 AG7057.The horizontal coordinates were scaled from a topographic map and have
 AG7057.an estimated accuracy of +/- 6 seconds.
 AG7057
 AG7057.The orthometric height was determined by differential leveling
 AG7057.and adjusted by the National Geodetic Survey in June 1991..
 AG7057
 AG7057.The geoid height was determined by GEOID03.
 AG7057
 AG7057.The dynamic height is computed by dividing the NAVD 88
 AG7057.geopotential number by the normal gravity value computed on the
 AG7057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7057.degrees latitude (g = 980.6199 gals.).
 AG7057
 AG7057.The modeled gravity was interpolated from observed gravity values.
 AG7057
 AG7057;                    North         East    Units  Estimated Accuracy
 AG7057;SPC FL W     -   382,650.      129,040.      MT  (+/- 180 meters Scaled)
 AG7057
 AG7057                          SUPERSEDED SURVEY CONTROL
 AG7057
 AG7057  NGVD 29 (??/??/92)    6.282  (m)           20.61   (f) ADJ UNCH    2 2
 AG7057
 AG7057.Superseded values are not recommended for survey control.
 AG7057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7057.See file dsdata.txt to determine how the superseded data were derived.
 AG7057
 AG7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL305746(NAD 83)
 AG7057_MARKER: DB = BENCH MARK DISK
 AG7057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7057_SP_SET: CONCRETE POST
 AG7057_PROJECTION: FLUSH
 AG7057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7057+STABILITY: SURFACE MOTION
 AG7057
 AG7057  HISTORY     - Date     Condition        Report By
 AG7057  HISTORY     - UNK      MONUMENTED       FL2730
 AG7057  HISTORY     - 1977     GOOD             FL-103
 AG7057  HISTORY     - 19980205 GOOD             USPSQD
 AG7057
 AG7057                          STATION DESCRIPTION
 AG7057
 AG7057'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7057'IN ST PETERSBURG.
 AG7057'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7057'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7057'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.75 MILE. STATION IN MEDIAN
 AG7057'STRIP, 4.9 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 30.2 FT. S.E.
 AG7057'OF THE EXTENDED CENTERLINE OF NORFOLK ST. N., 0.5 FT. S.E. OF THE BACK
 AG7057'OF CURB OF THE N.W. END OF MEDIAN STRIP. SET IN THE TOP OF A CONCRETE
 AG7057'POST THAT IS FLUSH WITH THE GROUND.
 AG7057
 AG7057                          STATION RECOVERY (1998)
 AG7057
 AG7057'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0167 ***********************************************************************
 AG0167  DESIGNATION -  200 FLHD
 AG0167  PID         -  AG0167
 AG0167  STATE/COUNTY-  FL/PINELLAS
 AG0167  USGS QUAD   -  ST PETERSBURG (1987)
 AG0167
 AG0167                         *CURRENT SURVEY CONTROL
 AG0167  ___________________________________________________________________
 AG0167* NAD 83(1986)-  27 45 01.     (N)    082 44 29.     (W)     SCALED    
 AG0167* NAVD 88     -         3.092  (meters)      10.14   (feet)  ADJUSTED  
 AG0167  ___________________________________________________________________
 AG0167  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG0167  DYNAMIC HT  -           3.087 (meters)      10.13  (feet)  COMP
 AG0167  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 AG0167
 AG0167  VERT ORDER  -  SECOND    CLASS II
 AG0167
 AG0167.The horizontal coordinates were scaled from a topographic map and have
 AG0167.an estimated accuracy of +/- 6 seconds.
 AG0167
 AG0167.The orthometric height was determined by differential leveling
 AG0167.and adjusted by the National Geodetic Survey in June 1991..
 AG0167
 AG0167.The geoid height was determined by GEOID03.
 AG0167
 AG0167.The dynamic height is computed by dividing the NAVD 88
 AG0167.geopotential number by the normal gravity value computed on the
 AG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0167.degrees latitude (g = 980.6199 gals.).
 AG0167
 AG0167.The modeled gravity was interpolated from observed gravity values.
 AG0167
 AG0167;                    North         East    Units  Estimated Accuracy
 AG0167;SPC FL W     -   378,760.      126,910.      MT  (+/- 180 meters Scaled)
 AG0167
 AG0167                          SUPERSEDED SURVEY CONTROL
 AG0167
 AG0167  NGVD 29 (??/??/92)    3.366  (m)           11.04   (f) ADJ UNCH    2 2
 AG0167
 AG0167.Superseded values are not recommended for survey control.
 AG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0167.See file dsdata.txt to determine how the superseded data were derived.
 AG0167
 AG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL283707(NAD 83)
 AG0167_MARKER: DD = SURVEY DISK
 AG0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0167_SP_SET: SIDEWALK
 AG0167_STAMPING: 200
 AG0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0167
 AG0167  HISTORY     - Date     Condition        Report By
 AG0167  HISTORY     - UNK      MONUMENTED       FLHD
 AG0167  HISTORY     - 1976     GOOD             FLDT
 AG0167  HISTORY     - 19980129 GOOD             USPSQD
 AG0167
 AG0167                          STATION DESCRIPTION
 AG0167
 AG0167'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0167'AT SOUTH PASADENA.
 AG0167'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R. 690)
 AG0167'AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0167'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 1.0 MILE.  STATION ON
 AG0167'LEFT, IN THE SW CORNER OF THE SOUTH BOUND LANE BRIDGE (COREY
 AG0167'CAUSEWAY).  SET IN TOP OF CONCRETE SIDEWALK.  SECTION 30, T 31S,
 AG0167'R 16E
 AG0167
 AG0167                          STATION RECOVERY (1998)
 AG0167
 AG0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7054 ***********************************************************************
 AG7054  DESIGNATION -  201 C OF SP
 AG7054  PID         -  AG7054
 AG7054  STATE/COUNTY-  FL/PINELLAS
 AG7054  USGS QUAD   -  ST PETERSBURG (1987)
 AG7054
 AG7054                         *CURRENT SURVEY CONTROL
 AG7054  ___________________________________________________________________
 AG7054* NAD 83(1986)-  27 46 38.     (N)    082 43 14.     (W)     SCALED    
 AG7054* NAVD 88     -         5.700  (meters)      18.70   (feet)  ADJUSTED  
 AG7054  ___________________________________________________________________
 AG7054  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG7054  DYNAMIC HT  -           5.691 (meters)      18.67  (feet)  COMP
 AG7054  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 AG7054
 AG7054  VERT ORDER  -  SECOND    CLASS II
 AG7054
 AG7054.The horizontal coordinates were scaled from a topographic map and have
 AG7054.an estimated accuracy of +/- 6 seconds.
 AG7054
 AG7054.The orthometric height was determined by differential leveling
 AG7054.and adjusted by the National Geodetic Survey in June 1991..
 AG7054
 AG7054.The geoid height was determined by GEOID03.
 AG7054
 AG7054.The dynamic height is computed by dividing the NAVD 88
 AG7054.geopotential number by the normal gravity value computed on the
 AG7054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7054.degrees latitude (g = 980.6199 gals.).
 AG7054
 AG7054.The modeled gravity was interpolated from observed gravity values.
 AG7054
 AG7054;                    North         East    Units  Estimated Accuracy
 AG7054;SPC FL W     -   381,730.      128,980.      MT  (+/- 180 meters Scaled)
 AG7054
 AG7054                          SUPERSEDED SURVEY CONTROL
 AG7054
 AG7054  NGVD 29 (??/??/92)    5.969  (m)           19.58   (f) ADJ UNCH    2 2
 AG7054
 AG7054.Superseded values are not recommended for survey control.
 AG7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7054.See file dsdata.txt to determine how the superseded data were derived.
 AG7054
 AG7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304737(NAD 83)
 AG7054_MARKER: DB = BENCH MARK DISK
 AG7054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7054_SP_SET: CONCRETE POST
 AG7054_PROJECTION: FLUSH
 AG7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7054+STABILITY: SURFACE MOTION
 AG7054
 AG7054  HISTORY     - Date     Condition        Report By
 AG7054  HISTORY     - UNK      MONUMENTED       FL2730
 AG7054  HISTORY     - 1977     GOOD             FL-103
 AG7054  HISTORY     - 19980205 GOOD             USPSQD
 AG7054
 AG7054                          STATION DESCRIPTION
 AG7054
 AG7054'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7054'IN ST PETERSBURG.
 AG7054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7054'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN WESTERLY ON SR
 AG7054'595 FOR 0.40 MILE TO THE INTERSECTION OF 62ND ST. N. STATION ON LEFT,
 AG7054'S.W. CORNER, 48.4 FT. SOUTH OF THE CENTERLINE OF 5TH AVE. N., 29.3 FT.
 AG7054'WEST OF THE CENTERLINE OF 62ND ST. N., 53.3 FT. N.E. OF THE NE.E.
 AG7054'CORNER OF A ONE STORY FRAME HOUSE 6200 5TH AVE. N., 84.8 FT. EAST OF A
 AG7054'30 INCH PINE TREE, 16.7 FT. N.E. OF A 6 INCH EVERGREEN TREE, 7.7 FT.
 AG7054'S.W. OF AN 8 INCH PALM TREE. SET IN THE TOP OF A CONCRETE POST THAT
 AG7054'IS FLUSH WITH THE GROUND.  NO STAMPING.
 AG7054
 AG7054                          STATION RECOVERY (1998)
 AG7054
 AG7054'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0158 ***********************************************************************
 AG0158  DESIGNATION -  201 FLHD
 AG0158  PID         -  AG0158
 AG0158  STATE/COUNTY-  FL/PINELLAS
 AG0158  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0158
 AG0158                         *CURRENT SURVEY CONTROL
 AG0158  ___________________________________________________________________
 AG0158* NAD 83(1986)-  27 44 49.     (N)    082 44 41.     (W)     SCALED    
 AG0158* NAVD 88     -         3.408  (meters)      11.18   (feet)  ADJUSTED  
 AG0158  ___________________________________________________________________
 AG0158  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0158  DYNAMIC HT  -           3.403 (meters)      11.16  (feet)  COMP
 AG0158  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 AG0158
 AG0158  VERT ORDER  -  SECOND    CLASS II
 AG0158
 AG0158.The horizontal coordinates were scaled from a topographic map and have
 AG0158.an estimated accuracy of +/- 6 seconds.
 AG0158
 AG0158.The orthometric height was determined by differential leveling
 AG0158.and adjusted by the National Geodetic Survey in June 1991..
 AG0158
 AG0158.The geoid height was determined by GEOID03.
 AG0158
 AG0158.The dynamic height is computed by dividing the NAVD 88
 AG0158.geopotential number by the normal gravity value computed on the
 AG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0158.degrees latitude (g = 980.6199 gals.).
 AG0158
 AG0158.The modeled gravity was interpolated from observed gravity values.
 AG0158
 AG0158;                    North         East    Units  Estimated Accuracy
 AG0158;SPC FL W     -   378,390.      126,580.      MT  (+/- 180 meters Scaled)
 AG0158
 AG0158                          SUPERSEDED SURVEY CONTROL
 AG0158
 AG0158  NGVD 29 (??/??/92)    3.683  (m)           12.08   (f) ADJ UNCH    2 2
 AG0158
 AG0158.Superseded values are not recommended for survey control.
 AG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0158.See file dsdata.txt to determine how the superseded data were derived.
 AG0158
 AG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL280703(NAD 83)
 AG0158_MARKER: DD = SURVEY DISK
 AG0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0158_SP_SET: SIDEWALK
 AG0158_STAMPING: 201
 AG0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0158
 AG0158  HISTORY     - Date     Condition        Report By
 AG0158  HISTORY     - UNK      MONUMENTED       FLHD
 AG0158  HISTORY     - 1976     GOOD             FLDT
 AG0158  HISTORY     - 1991     POOR             USPSQD
 AG0158  HISTORY     - 19990202 GOOD             USPSQD
 AG0158  HISTORY     - 20010331 GOOD             NGS
 AG0158
 AG0158                          STATION DESCRIPTION
 AG0158
 AG0158'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0158'AT SOUTH PASADENA.
 AG0158'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R.
 AG0158'690) AND GULF BLVD.  (A19A/S.R. 699) IN ST. PETERSBURG BEACH,
 AG0158'RUN EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 0.75 MILE (COREY
 AG0158'CAUSEWAY).  STATION ON LEFT, IN THE NW CORNER OF THE SOUTH BOUND
 AG0158'BRIDGE.  SET IN TOP OF THE CONCRETE SIDEWALK.  SECTION 25, T 31S,
 AG0158'R 15E.
 AG0158
 AG0158                          STATION RECOVERY (1991)
 AG0158
 AG0158'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0158'MARK RECOVERED IN POOR CONDITION.
 AG0158
 AG0158                          STATION RECOVERY (1999)
 AG0158
 AG0158'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0158'RECOVERED IN GOOD CONDITION.
 AG0158
 AG0158                          STATION RECOVERY (2001)
 AG0158
 AG0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0158'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0159 ***********************************************************************
 AG0159  DESIGNATION -  202 FLHD
 AG0159  PID         -  AG0159
 AG0159  STATE/COUNTY-  FL/PINELLAS
 AG0159  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0159
 AG0159                         *CURRENT SURVEY CONTROL
 AG0159  ___________________________________________________________________
 AG0159* NAD 83(1986)-  27 44 49.     (N)    082 44 41.     (W)     SCALED    
 AG0159* NAVD 88     -         3.388  (meters)      11.12   (feet)  ADJUSTED  
 AG0159  ___________________________________________________________________
 AG0159  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0159  DYNAMIC HT  -           3.383 (meters)      11.10  (feet)  COMP
 AG0159  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 AG0159
 AG0159  VERT ORDER  -  SECOND    CLASS II
 AG0159
 AG0159.The horizontal coordinates were scaled from a topographic map and have
 AG0159.an estimated accuracy of +/- 6 seconds.
 AG0159
 AG0159.The orthometric height was determined by differential leveling
 AG0159.and adjusted by the National Geodetic Survey in June 1991..
 AG0159
 AG0159.The geoid height was determined by GEOID03.
 AG0159
 AG0159.The dynamic height is computed by dividing the NAVD 88
 AG0159.geopotential number by the normal gravity value computed on the
 AG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0159.degrees latitude (g = 980.6199 gals.).
 AG0159
 AG0159.The modeled gravity was interpolated from observed gravity values.
 AG0159
 AG0159;                    North         East    Units  Estimated Accuracy
 AG0159;SPC FL W     -   378,390.      126,580.      MT  (+/- 180 meters Scaled)
 AG0159
 AG0159                          SUPERSEDED SURVEY CONTROL
 AG0159
 AG0159  NGVD 29 (??/??/92)    3.664  (m)           12.02   (f) ADJ UNCH    2 2
 AG0159
 AG0159.Superseded values are not recommended for survey control.
 AG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0159.See file dsdata.txt to determine how the superseded data were derived.
 AG0159
 AG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL280703(NAD 83)
 AG0159_MARKER: DD = SURVEY DISK
 AG0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0159_SP_SET: SIDEWALK
 AG0159_STAMPING: 202
 AG0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0159
 AG0159  HISTORY     - Date     Condition        Report By
 AG0159  HISTORY     - UNK      MONUMENTED       FLHD
 AG0159  HISTORY     - 1976     GOOD             FLDT
 AG0159  HISTORY     - 1991     GOOD             USPSQD
 AG0159  HISTORY     - 19990202 GOOD             USPSQD
 AG0159  HISTORY     - 20010331 GOOD             NGS
 AG0159
 AG0159                          STATION DESCRIPTION
 AG0159
 AG0159'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0159'AT SOUTH PASADENA.
 AG0159'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R.
 AG0159'690) AND GULF BLVD.  (A19A/S.R. 699) IN ST. PETERSBURG BEACH,
 AG0159'RUN EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 0.7 MILE.  STATION
 AG0159'ON LEFT, IN THE SW CORNER OF THE SOUTH BOUND BRIDGE (COREY
 AG0159'CAUSEWAY).  SET IN TOP OF CONCRETE SIDEWALK.  SECTION 36, T 31S,
 AG0159'R 15E.
 AG0159
 AG0159                          STATION RECOVERY (1991)
 AG0159
 AG0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (FW)
 AG0159'RECOVERED IN GOOD CONDITION.
 AG0159
 AG0159                          STATION RECOVERY (1999)
 AG0159
 AG0159'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0159'RECOVERED IN GOOD CONDITION.
 AG0159
 AG0159                          STATION RECOVERY (2001)
 AG0159
 AG0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8367 ***********************************************************************
 AJ8367  DESIGNATION -  203
 AJ8367  PID         -  AJ8367
 AJ8367  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8367  USGS QUAD   -  HIALEAH SW (1988)
 AJ8367
 AJ8367                         *CURRENT SURVEY CONTROL
 AJ8367  ___________________________________________________________________
 AJ8367* NAD 83(1986)-  25 45 39.     (N)    080 29 51.     (W)     SCALED    
 AJ8367* NAVD 88     -         3.720  (meters)      12.20   (feet)  ADJUSTED  
 AJ8367  ___________________________________________________________________
 AJ8367  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AJ8367  DYNAMIC HT  -           3.714 (meters)      12.19  (feet)  COMP
 AJ8367  MODELED GRAV-     979,030.3   (mgal)                       NAVD 88
 AJ8367
 AJ8367  VERT ORDER  -  FIRST     CLASS II
 AJ8367
 AJ8367.The horizontal coordinates were scaled from a topographic map and have
 AJ8367.an estimated accuracy of +/- 6 seconds.
 AJ8367
 AJ8367.The orthometric height was determined by differential leveling
 AJ8367.and adjusted by the National Geodetic Survey in June 2002..
 AJ8367
 AJ8367.Photographs are available for this station.
 AJ8367
 AJ8367.The geoid height was determined by GEOID03.
 AJ8367
 AJ8367.The dynamic height is computed by dividing the NAVD 88
 AJ8367.geopotential number by the normal gravity value computed on the
 AJ8367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8367.degrees latitude (g = 980.6199 gals.).
 AJ8367
 AJ8367.The modeled gravity was interpolated from observed gravity values.
 AJ8367
 AJ8367;                    North         East    Units  Estimated Accuracy
 AJ8367;SPC FL E     -   158,220.      250,410.      MT  (+/- 180 meters Scaled)
 AJ8367
 AJ8367                          SUPERSEDED SURVEY CONTROL
 AJ8367
 AJ8367.No superseded survey control is available for this station.
 AJ8367
 AJ8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ503492(NAD 83)
 AJ8367_MARKER: DD = SURVEY DISK
 AJ8367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ8367_SP_SET: BRIDGE GUARDRAIL
 AJ8367_STAMPING: 203
 AJ8367_MARK LOGO: FLDT  
 AJ8367_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8367+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 AJ8367
 AJ8367  HISTORY     - Date     Condition        Report By
 AJ8367  HISTORY     - UNK      MONUMENTED       FLDT
 AJ8367  HISTORY     - 20010103 GOOD             FLDEP
 AJ8367  HISTORY     - 20050317 GOOD             FLDEP
 AJ8367
 AJ8367                          STATION DESCRIPTION
 AJ8367
 AJ8367'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ8367'THE MARK IS ABOUT 18.2 MI (29.3 KM) NORTH OF HOMESTEAD, 11.0 MI (17.7
 AJ8367'KM) SOUTHWEST OF HIALEAH, 10.0 MI (16.1 KM) NORTHWEST OF KENDALL, IN
 AJ8367'SECTION 12, TOWNSHIP 54 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM
 AJ8367'THE JUNCTION OF STATE ROAD 997 (KROME AVENUE SW 177 AVENUE) AND U.S.
 AJ8367'HIGHWAY 41 (TAMIAMI TRAIL SW 8TH ST) ABOUT 10.0 MI (16.1 KM) SOUTHWEST
 AJ8367'OF HIALEAH, GO WEST ON U.S.  HIGHWAY 41 (TAMIAMI TRAIL SW 8TH ST) FOR
 AJ8367'1.0 T0 THE EAST END OF BRIDGE NUMBER 8705851979 AND THE MARK ON THE
 AJ8367'LEFT, SET IN TOP OF THE SOUTHEAST BRIDGE RAIL OVER THE ABUTMENT, 2.6
 AJ8367'FT (0.8 M) ABOVE THE LEVEL OF U.S.  HIGHWAY 41. LOCATED 24.0 FT (7.3
 AJ8367'M) SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41 AND 1.1 FT
 AJ8367'(0.3 M) WEST OF THE EAST END OF BRIDGE NUMBER 870585 1979 OVER CANAL
 AJ8367'31N.
 AJ8367
 AJ8367                          STATION RECOVERY (2005)
 AJ8367
 AJ8367'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AJ8367'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0160 ***********************************************************************
 AG0160  DESIGNATION -  203 FLHD
 AG0160  PID         -  AG0160
 AG0160  STATE/COUNTY-  FL/PINELLAS
 AG0160  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0160
 AG0160                         *CURRENT SURVEY CONTROL
 AG0160  ___________________________________________________________________
 AG0160* NAD 83(1986)-  27 44 43.     (N)    082 44 41.     (W)     SCALED    
 AG0160* NAVD 88     -         4.651  (meters)      15.26   (feet)  ADJUSTED  
 AG0160  ___________________________________________________________________
 AG0160  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0160  DYNAMIC HT  -           4.644 (meters)      15.24  (feet)  COMP
 AG0160  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 AG0160
 AG0160  VERT ORDER  -  SECOND    CLASS II
 AG0160
 AG0160.The horizontal coordinates were scaled from a topographic map and have
 AG0160.an estimated accuracy of +/- 6 seconds.
 AG0160
 AG0160.The orthometric height was determined by differential leveling
 AG0160.and adjusted by the National Geodetic Survey in June 1991..
 AG0160
 AG0160.The geoid height was determined by GEOID03.
 AG0160
 AG0160.The dynamic height is computed by dividing the NAVD 88
 AG0160.geopotential number by the normal gravity value computed on the
 AG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0160.degrees latitude (g = 980.6199 gals.).
 AG0160
 AG0160.The modeled gravity was interpolated from observed gravity values.
 AG0160
 AG0160;                    North         East    Units  Estimated Accuracy
 AG0160;SPC FL W     -   378,210.      126,580.      MT  (+/- 180 meters Scaled)
 AG0160
 AG0160                          SUPERSEDED SURVEY CONTROL
 AG0160
 AG0160  NGVD 29 (??/??/92)    4.926  (m)           16.16   (f) ADJ UNCH    2 2
 AG0160
 AG0160.Superseded values are not recommended for survey control.
 AG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0160.See file dsdata.txt to determine how the superseded data were derived.
 AG0160
 AG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL280702(NAD 83)
 AG0160_MARKER: DD = SURVEY DISK
 AG0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0160_SP_SET: SIDEWALK
 AG0160_STAMPING: 203
 AG0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0160
 AG0160  HISTORY     - Date     Condition        Report By
 AG0160  HISTORY     - UNK      MONUMENTED       FLHD
 AG0160  HISTORY     - 1976     GOOD             FLDT
 AG0160  HISTORY     - 1991     GOOD             USPSQD
 AG0160  HISTORY     - 19990202 GOOD             USPSQD
 AG0160  HISTORY     - 20010331 GOOD             NGS
 AG0160
 AG0160                          STATION DESCRIPTION
 AG0160
 AG0160'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0160'AT SOUTH PASADENA.
 AG0160'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R. 690)
 AG0160'AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0160'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 0.55 MILE.  STATION
 AG0160'ON LEFT, IN THE NW CORNER OF THE SOUTH BOUND BRIDGE (COREY
 AG0160'CAUSEWAY).  SET IN TOP OF THE CONCRETE SIDEWALK.  SECTION 36,
 AG0160'T 31S, R 15E.
 AG0160
 AG0160                          STATION RECOVERY (1991)
 AG0160
 AG0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0160'RECOVERED IN GOOD CONDITION.
 AG0160
 AG0160                          STATION RECOVERY (1999)
 AG0160
 AG0160'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0160'RECOVERED IN GOOD CONDITION.
 AG0160
 AG0160                          STATION RECOVERY (2001)
 AG0160
 AG0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0161 ***********************************************************************
 AG0161  DESIGNATION -  204 FLHD
 AG0161  PID         -  AG0161
 AG0161  STATE/COUNTY-  FL/PINELLAS
 AG0161  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0161
 AG0161                         *CURRENT SURVEY CONTROL
 AG0161  ___________________________________________________________________
 AG0161* NAD 83(1986)-  27 44 37.     (N)    082 44 47.     (W)     SCALED    
 AG0161* NAVD 88     -         2.996  (meters)       9.83   (feet)  ADJUSTED  
 AG0161  ___________________________________________________________________
 AG0161  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0161  DYNAMIC HT  -           2.992 (meters)       9.82  (feet)  COMP
 AG0161  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 AG0161
 AG0161  VERT ORDER  -  SECOND    CLASS II
 AG0161
 AG0161.The horizontal coordinates were scaled from a topographic map and have
 AG0161.an estimated accuracy of +/- 6 seconds.
 AG0161
 AG0161.The orthometric height was determined by differential leveling
 AG0161.and adjusted by the National Geodetic Survey in June 1991..
 AG0161
 AG0161.The geoid height was determined by GEOID03.
 AG0161
 AG0161.The dynamic height is computed by dividing the NAVD 88
 AG0161.geopotential number by the normal gravity value computed on the
 AG0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0161.degrees latitude (g = 980.6199 gals.).
 AG0161
 AG0161.The modeled gravity was interpolated from observed gravity values.
 AG0161
 AG0161;                    North         East    Units  Estimated Accuracy
 AG0161;SPC FL W     -   378,020.      126,410.      MT  (+/- 180 meters Scaled)
 AG0161
 AG0161                          SUPERSEDED SURVEY CONTROL
 AG0161
 AG0161  NGVD 29 (??/??/92)    3.273  (m)           10.74   (f) ADJ UNCH    2 2
 AG0161
 AG0161.Superseded values are not recommended for survey control.
 AG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0161.See file dsdata.txt to determine how the superseded data were derived.
 AG0161
 AG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL278700(NAD 83)
 AG0161_MARKER: DD = SURVEY DISK
 AG0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0161_SP_SET: SIDEWALK
 AG0161_STAMPING: 204
 AG0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0161
 AG0161  HISTORY     - Date     Condition        Report By
 AG0161  HISTORY     - UNK      MONUMENTED       FLHD
 AG0161  HISTORY     - 1976     GOOD             FLDT
 AG0161  HISTORY     - 19910403 GOOD             USPSQD
 AG0161  HISTORY     - 19990202 GOOD             USPSQD
 AG0161  HISTORY     - 20010331 GOOD             NGS
 AG0161
 AG0161                          STATION DESCRIPTION
 AG0161
 AG0161'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0161'AT ST PETERSBURG BEACH.
 AG0161'TO REACH STATION FROM THE JUNCTION OF 75TH AVENUE (A19A/S.R. 690)
 AG0161'AND GULF BLVD.  (A19A/S.R. 699), RUN EASTERLY ON 75TH AVENUE FOR
 AG0161'0.35 MILE.  STATION ON LEFT, IN THE SW CORNER OF THE SOUTH BOUND
 AG0161'BRIDGE (COREY CAUSEWAY).  SET IN TOP OF THE CONCRETE SIDEWALK.
 AG0161'SECTION 36, T 31S, R 15E.
 AG0161
 AG0161                          STATION RECOVERY (1991)
 AG0161
 AG0161'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0161'RECOVERED IN GOOD CONDITION.
 AG0161
 AG0161                          STATION RECOVERY (1999)
 AG0161
 AG0161'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0161'RECOVERED IN GOOD CONDITION.
 AG0161
 AG0161                          STATION RECOVERY (2001)
 AG0161
 AG0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1155 ***********************************************************************
 BE1155  DESIGNATION -  204 JWM USGS
 BE1155  PID         -  BE1155
 BE1155  STATE/COUNTY-  FL/WAKULLA
 BE1155  USGS QUAD   -  ST MARKS (1992)
 BE1155
 BE1155                         *CURRENT SURVEY CONTROL
 BE1155  ___________________________________________________________________
 BE1155* NAD 83(1986)-  30 11 54.     (N)    084 10 33.     (W)     SCALED    
 BE1155* NAVD 88     -         3.719  (meters)      12.20   (feet)  ADJUSTED  
 BE1155  ___________________________________________________________________
 BE1155  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BE1155  DYNAMIC HT  -           3.714 (meters)      12.19  (feet)  COMP
 BE1155  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BE1155
 BE1155  VERT ORDER  -  FIRST     CLASS I
 BE1155
 BE1155.The horizontal coordinates were scaled from a topographic map and have
 BE1155.an estimated accuracy of +/- 6 seconds.
 BE1155
 BE1155.The orthometric height was determined by differential leveling
 BE1155.and adjusted by the National Geodetic Survey in June 1991..
 BE1155
 BE1155.The geoid height was determined by GEOID03.
 BE1155
 BE1155.The dynamic height is computed by dividing the NAVD 88
 BE1155.geopotential number by the normal gravity value computed on the
 BE1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1155.degrees latitude (g = 980.6199 gals.).
 BE1155
 BE1155.The modeled gravity was interpolated from observed gravity values.
 BE1155
 BE1155;                    North         East    Units  Estimated Accuracy
 BE1155;SPC FL N     -   132,880.      631,210.      MT  (+/- 180 meters Scaled)
 BE1155
 BE1155                          SUPERSEDED SURVEY CONTROL
 BE1155
 BE1155  NGVD 29 (??/??/92)    3.920  (m)           12.86   (f) ADJ UNCH    1 1
 BE1155
 BE1155.Superseded values are not recommended for survey control.
 BE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1155.See file dsdata.txt to determine how the superseded data were derived.
 BE1155
 BE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU718441(NAD 83)
 BE1155_MARKER: DD = SURVEY DISK
 BE1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1155_STAMPING: 204 JWM 1951 13
 BE1155_PROJECTION: PROJECTING 10 CENTIMETERS
 BE1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1155+STABILITY: SURFACE MOTION
 BE1155
 BE1155  HISTORY     - Date     Condition        Report By
 BE1155  HISTORY     - 1951     MONUMENTED       USGS
 BE1155  HISTORY     - 1967     GOOD             NGS
 BE1155  HISTORY     - 1981     GOOD             NGS
 BE1155  HISTORY     - 1989     GOOD             USPSQD
 BE1155  HISTORY     - 19981203 GOOD             USPSQD
 BE1155
 BE1155                          STATION DESCRIPTION
 BE1155
 BE1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1155'AT NEWPORT.
 BE1155'AT NEWPORT, ABOUT 0.15 MILE EAST OF THE BRIDGE OVER THE ST
 BE1155'MARKS RIVER, NEAR THE JUNCTION OF STATE HIGHWAY S 59 LEADING
 BE1155'SOUTH, NEAR A FOREST SERVICE STEEL TOWER, 124 FEET SOUTH OF THE
 BE1155'CENTER LINE OF THE U.S. HIGHWAY, 131 FEET SOUTHWEST OF THE
 BE1155'CENTER LINE OF THE STATE HIGHWAY, 32 1/2 FEET WEST OF THE CENTER
 BE1155'LINE OF A DRIVEWAY TO TOWER AND A RESIDENT, 24 FEET NORTHWEST
 BE1155'OF THE NORTHEAST STEEL LEG SUPPORTING THE STEEL TOWER, 17 FEET
 BE1155'EAST OF A LONE 30 INCH OAK TREE, ABOUT LEVEL WITH THE DRIVEWAY
 BE1155'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BE1155'ABOVE THE LEVEL OF THE GROUND.
 BE1155
 BE1155                          STATION RECOVERY (1981)
 BE1155
 BE1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1155'IN NEWPORT, AT THE NEWPORT DIVISION OF FORESTRY LOOKOUT TOWER, 0.28
 BE1155'KILOMETER (0.15 MILE) EAST OF THE EAST END OF THE US HIGHWAY 98 BRIDGE
 BE1155'OVER THE ST. MARKS RIVER, IN FRONT OF THE TOWER BETWEEN THE NORTHEAST
 BE1155'AND NORTHWEST LEGS, 37.18 METERS (122 FEET) SOUTH OF THE CENTER LINE
 BE1155'OF THE HIGHWAY, 9.60 METERS (31.5 FEET) SOUTHWEST OF POWER POLE NUMBER
 BE1155'5-18440, 9.45 METERS (31 FEET) WEST OF THE SAND ENTRANCE ROAD, 8.23
 BE1155'METERS (27 FEET) NORTHEAST OF THE NORTHWEST LEG OF THE TOWER.
 BE1155'THE MARK IS ABOVE LEVEL WITH ROAD.
 BE1155
 BE1155                          STATION RECOVERY (1989)
 BE1155
 BE1155'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE1155'RECOVERED IN GOOD CONDITION.
 BE1155
 BE1155                          STATION RECOVERY (1998)
 BE1155
 BE1155'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6138 ***********************************************************************
 AK6138  DESIGNATION -  204 WT 1
 AK6138  PID         -  AK6138
 AK6138  STATE/COUNTY-  FL/BREVARD
 AK6138  USGS QUAD   -  FALSE CAPE (1984)
 AK6138
 AK6138                         *CURRENT SURVEY CONTROL
 AK6138  ___________________________________________________________________
 AK6138* NAD 83(1990)-  28 30 46.71538(N)    080 33 40.89351(W)     ADJUSTED  
 AK6138* NAVD 88     -                                                        
 AK6138  ___________________________________________________________________
 AK6138  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AK6138  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK6138
 AK6138  HORZ ORDER  -  THIRD
 AK6138
 AK6138.The horizontal coordinates were established by classical geodetic methods
 AK6138.and adjusted by the National Geodetic Survey in May 1991..
 AK6138
 AK6138
 AK6138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6138
 AK6138.The geoid height was determined by GEOID03.
 AK6138
 AK6138;                    North         East     Units Scale Factor Converg.
 AK6138;SPC FL E     -   463,134.004   242,937.178   MT  0.99996392   +0 12 33.8
 AK6138;SPC FL E     - 1,519,465.48    797,036.39   sFT  0.99996392   +0 12 33.8
 AK6138;UTM  17      - 3,154,107.966   542,922.528   MT  0.99962274   +0 12 33.8
 AK6138
 AK6138                          SUPERSEDED SURVEY CONTROL
 AK6138
 AK6138  NAD 83(1986)-  28 30 46.72129(N)    080 33 40.90657(W) AD(       ) 4
 AK6138  NAD 27      -  28 30 45.72608(N)    080 33 41.72651(W) AD(       ) 3
 AK6138
 AK6138.Superseded values are not recommended for survey control.
 AK6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6138.See file dsdata.txt to determine how the superseded data were derived.
 AK6138
 AK6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4292354108(NAD 83)
 AK6138_MARKER: 55 = TOWER
 AK6138
 AK6138  HISTORY     - Date     Condition        Report By
 AK6138  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6138
 AK6138                          STATION DESCRIPTION
 AK6138
 AK6138'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6138'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL
 AK6138'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER
 AK6138'IS 204 FEET HIGH, PAINTED RED AND WHITE IN COLOR AND HAS
 AK6138'ADJUSTABLE LEGS AT THE BASE FOR VERTICAL ALIGNMENT AND IS A
 AK6138'GUYED STRUCTURE.  THE TOWER SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK6138'
 AK6138'STATION IS LOCATED ON CAPE KENNEDY, ABOUT 1 MILE NORTH OF
 AK6138'CENTRAL CONTROL, 300 FEET SOUTHWEST OF THE GATE TO COMPLEX 20,
 AK6138'AND 200 FEET NORTH OF A PAVED ROAD.
 AK6138'
 AK6138'TO REACH FROM CENTRAL CONTROL GO NORTH ON CAPE ROAD FOR 1.5
 AK6138'MILES TO A STOP SIGN.  TURN RIGHT AND GO SOUTHEAST FOR 0.5 MILE ON
 AK6138'ICBM ROAD TO A SIDE ROAD LEFT.  TURN LEFT AND GO .03 MILE TO THE
 AK6138'TOWER ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6186 ***********************************************************************
 AK6186  DESIGNATION -  204 WT 2
 AK6186  PID         -  AK6186
 AK6186  STATE/COUNTY-  FL/BREVARD
 AK6186  USGS QUAD   -  FALSE CAPE (1984)
 AK6186
 AK6186                         *CURRENT SURVEY CONTROL
 AK6186  ___________________________________________________________________
 AK6186* NAD 83(1990)-  28 34 10.95708(N)    080 35 11.09957(W)     ADJUSTED  
 AK6186* NAVD 88     -                                                        
 AK6186  ___________________________________________________________________
 AK6186  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AK6186  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK6186
 AK6186  HORZ ORDER  -  THIRD
 AK6186
 AK6186.The horizontal coordinates were established by classical geodetic methods
 AK6186.and adjusted by the National Geodetic Survey in May 1991..
 AK6186
 AK6186
 AK6186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6186
 AK6186.The geoid height was determined by GEOID03.
 AK6186
 AK6186;                    North         East     Units Scale Factor Converg.
 AK6186;SPC FL E     -   469,412.723   240,462.693   MT  0.99996137   +0 11 52.0
 AK6186;SPC FL E     - 1,540,064.91    788,918.02   sFT  0.99996137   +0 11 52.0
 AK6186;UTM  17      - 3,160,384.543   540,448.887   MT  0.99962019   +0 11 52.0
 AK6186
 AK6186                          SUPERSEDED SURVEY CONTROL
 AK6186
 AK6186  NAD 83(1986)-  28 34 10.96316(N)    080 35 11.11232(W) AD(       ) 4
 AK6186  NAD 27      -  28 34 09.97724(N)    080 35 11.93619(W) AD(       ) 3
 AK6186
 AK6186.Superseded values are not recommended for survey control.
 AK6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6186.See file dsdata.txt to determine how the superseded data were derived.
 AK6186
 AK6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4044960385(NAD 83)
 AK6186_MARKER: 55 = TOWER
 AK6186
 AK6186  HISTORY     - Date     Condition        Report By
 AK6186  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6186
 AK6186                          STATION DESCRIPTION
 AK6186
 AK6186'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6186'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6186'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS
 AK6186'204 FEET HIGH, PAINTED RED AND WHITE, HAS ADJUSTABLE LEGS AT
 AK6186'THE BASE FOR VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.  THE
 AK6186'TOWER SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK6186'
 AK6186'TO REACH FROM CENTRAL CONTROL BUILDING ON CAPE KENNEDY GO NORTH
 AK6186'ON CAPE ROAD FOR 0.5 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO
 AK6186'WEST AND NORTH FOR 2.4 MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND
 AK6186'GO NORTHEASTERLY FOR 0.4 MILE TO THE VIB BUILDING ON
 AK6186'LEFT.  CONTINUE NORTHEAST FOR 0.9 MILE TO THE SOLID MATING
 AK6186'BUILDING ON RIGHT, CONTINUE ON NORTHEAST FOR 1.9 MILES TO TOWER
 AK6186'ON LEFT.  THE TOWER IS 200 FEET WEST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0162 ***********************************************************************
 AG0162  DESIGNATION -  205 FLHD
 AG0162  PID         -  AG0162
 AG0162  STATE/COUNTY-  FL/PINELLAS
 AG0162  USGS QUAD   -  EGMONT KEY (1981)
 AG0162
 AG0162                         *CURRENT SURVEY CONTROL
 AG0162  ___________________________________________________________________
 AG0162* NAD 83(1986)-  27 44 37.     (N)    082 44 59.     (W)     SCALED    
 AG0162* NAVD 88     -         1.429  (meters)       4.69   (feet)  ADJUSTED  
 AG0162  ___________________________________________________________________
 AG0162  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0162  DYNAMIC HT  -           1.427 (meters)       4.68  (feet)  COMP
 AG0162  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 AG0162
 AG0162  VERT ORDER  -  SECOND    CLASS II
 AG0162
 AG0162.The horizontal coordinates were scaled from a topographic map and have
 AG0162.an estimated accuracy of +/- 6 seconds.
 AG0162
 AG0162.The orthometric height was determined by differential leveling
 AG0162.and adjusted by the National Geodetic Survey in June 1991..
 AG0162
 AG0162.The geoid height was determined by GEOID03.
 AG0162
 AG0162.The dynamic height is computed by dividing the NAVD 88
 AG0162.geopotential number by the normal gravity value computed on the
 AG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0162.degrees latitude (g = 980.6199 gals.).
 AG0162
 AG0162.The modeled gravity was interpolated from observed gravity values.
 AG0162
 AG0162;                    North         East    Units  Estimated Accuracy
 AG0162;SPC FL W     -   378,020.      126,090.      MT  (+/- 180 meters Scaled)
 AG0162
 AG0162                          SUPERSEDED SURVEY CONTROL
 AG0162
 AG0162  NGVD 29 (??/??/92)    1.707  (m)            5.60   (f) ADJ UNCH    2 2
 AG0162
 AG0162.Superseded values are not recommended for survey control.
 AG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0162.See file dsdata.txt to determine how the superseded data were derived.
 AG0162
 AG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL275700(NAD 83)
 AG0162_MARKER: DD = SURVEY DISK
 AG0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0162_SP_SET: CONCRETE INLET
 AG0162_STAMPING: 205
 AG0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0162+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2001
 AG0162
 AG0162  HISTORY     - Date     Condition        Report By
 AG0162  HISTORY     - UNK      MONUMENTED       FLHD
 AG0162  HISTORY     - 1976     GOOD             FLDT
 AG0162  HISTORY     - 19910403 GOOD             USPSQD
 AG0162  HISTORY     - 19990202 GOOD             USPSQD
 AG0162  HISTORY     - 20010208 GOOD             USPSQD
 AG0162  HISTORY     - 20010331 GOOD             NGS
 AG0162
 AG0162                          STATION DESCRIPTION
 AG0162
 AG0162'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0162'AT ST PETERSBURG BEACH.
 AG0162'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVENUE (A19A/S.R.
 AG0162'690) AND GULF BLVD.  (A19A/S.R. 699), RUN EASTERLY ON 75TH AVENUE
 AG0162'FOR 0.10 MILE TO THE INTERSECTION OF BLIND PASS ROAD.  STATION
 AG0162'ON LEFT, 37.0 FT. NORTH OF THE CENTERLINE OF 75TH AVENUE, 30.5
 AG0162'FT. WEST OF THE CENTERLINE OF BLIND PASS ROAD, 3.5 FT. SOUTH OF
 AG0162'A SIGNAL/LIGHT POLE, NO NUMBER, 4.0 FT. NORTH OF THE BACK OF
 AG0162'CURB.  SET IN TOP OF A CONCRETE INLET.  SECTION 36, T 31S, R 15E.
 AG0162
 AG0162                          STATION RECOVERY (1991)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0162'RECOVERED IN GOOD CONDITION.
 AG0162
 AG0162                          STATION RECOVERY (1999)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0162'RECOVERED IN GOOD CONDITION.
 AG0162
 AG0162                          STATION RECOVERY (2001)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0162'RECOVERED IN GOOD CONDITION.
 AG0162
 AG0162                          STATION RECOVERY (2001)
 AG0162
 AG0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0120 ***********************************************************************
 BG0120  DESIGNATION -  205 USE
 BG0120  PID         -  BG0120
 BG0120  STATE/COUNTY-  FL/ESCAMBIA
 BG0120  USGS QUAD   -  CANTONMENT (1987)
 BG0120
 BG0120                         *CURRENT SURVEY CONTROL
 BG0120  ___________________________________________________________________
 BG0120* NAD 83(1986)-  30 30 49.     (N)    087 22 13.     (W)     SCALED    
 BG0120* NAVD 88     -        36.547  (meters)     119.90   (feet)  ADJUSTED  
 BG0120  ___________________________________________________________________
 BG0120  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BG0120  DYNAMIC HT  -          36.500 (meters)     119.75  (feet)  COMP
 BG0120  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BG0120
 BG0120  VERT ORDER  -  SECOND    CLASS 0
 BG0120
 BG0120.The horizontal coordinates were scaled from a topographic map and have
 BG0120.an estimated accuracy of +/- 6 seconds.
 BG0120
 BG0120.The orthometric height was determined by differential leveling
 BG0120.and adjusted by the National Geodetic Survey in June 1991..
 BG0120
 BG0120.The geoid height was determined by GEOID03.
 BG0120
 BG0120.The dynamic height is computed by dividing the NAVD 88
 BG0120.geopotential number by the normal gravity value computed on the
 BG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0120.degrees latitude (g = 980.6199 gals.).
 BG0120
 BG0120.The modeled gravity was interpolated from observed gravity values.
 BG0120
 BG0120;                    North         East    Units  Estimated Accuracy
 BG0120;SPC FL N     -   171,250.      324,530.      MT  (+/- 180 meters Scaled)
 BG0120
 BG0120                          SUPERSEDED SURVEY CONTROL
 BG0120
 BG0120  NGVD 29 (??/??/92)   36.586  (m)          120.03   (f) ADJ UNCH    2 0
 BG0120
 BG0120.Superseded values are not recommended for survey control.
 BG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0120.See file dsdata.txt to determine how the superseded data were derived.
 BG0120
 BG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU644757(NAD 83)
 BG0120_MARKER: DD = SURVEY DISK
 BG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0120_STAMPING: STA 205 ELEV 121 FT
 BG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0120+STABILITY: SURFACE MOTION
 BG0120
 BG0120  HISTORY     - Date     Condition        Report By
 BG0120  HISTORY     - UNK      MONUMENTED       DOD
 BG0120  HISTORY     - 1955     MARK NOT FOUND   NGS
 BG0120
 BG0120                          STATION DESCRIPTION
 BG0120
 BG0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0120'9.1 MI NW FROM WEST PENSACOLA.
 BG0120'13.2 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BG0120'AT PENSACOLA, ESCAMBIA COUNTY, AT THE WEST EDGE OF A SMALL PINE
 BG0120'GROVE, ABOUT 100 YARDS NORTHEAST OF A HOUSE, ABOUT 50 YARDS
 BG0120'EAST OF THE TOP OF A HILL, AND 2 FEET SOUTH OF THE SOUTH EDGE
 BG0120'OF THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK,
 BG0120'STAMPED STA. 205 ELEV. 121 FT. AND SET IN THE TOP OF A CONCRETE
 BG0120'POT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3421 ***********************************************************************
 BG3421  DESIGNATION -  20.504 USGS RESET 1978
 BG3421  PID         -  BG3421
 BG3421  STATE/COUNTY-  FL/OKALOOSA
 BG3421  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3421
 BG3421                         *CURRENT SURVEY CONTROL
 BG3421  ___________________________________________________________________
 BG3421* NAD 83(1986)-  30 23 26.     (N)    086 31 22.     (W)     SCALED    
 BG3421* NAVD 88     -         6.06   (+/-2cm)      19.9    (feet)  VERTCON   
 BG3421  ___________________________________________________________________
 BG3421  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3421
 BG3421  VERT ORDER  -  THIRD (See Below)
 BG3421
 BG3421.The horizontal coordinates were scaled from a topographic map and have
 BG3421.an estimated accuracy of +/- 6 seconds.
 BG3421
 BG3421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3421.The vertical order pertains to the NGVD 29 superseded value.
 BG3421
 BG3421.The geoid height was determined by GEOID03.
 BG3421
 BG3421;                    North         East    Units  Estimated Accuracy
 BG3421;SPC FL N     -   155,870.      405,620.      MT  (+/- 180 meters Scaled)
 BG3421
 BG3421                          SUPERSEDED SURVEY CONTROL
 BG3421
 BG3421  NGVD 29 (08/19/04)    6.18   (m)           20.3    (f) RESET       3  
 BG3421
 BG3421.Superseded values are not recommended for survey control.
 BG3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3421.See file dsdata.txt to determine how the superseded data were derived.
 BG3421
 BG3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU458621(NAD 83)
 BG3421_MARKER: DD = SURVEY DISK
 BG3421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3421_SP_SET: CURB
 BG3421_STAMPING: LC RESET 1978 USGS
 BG3421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3421
 BG3421  HISTORY     - Date     Condition        Report By
 BG3421  HISTORY     - 1978     MONUMENTED       NGS
 BG3421
 BG3421                          STATION DESCRIPTION
 BG3421
 BG3421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BG3421'1.5 MI WEST FROM DESTIN.
 BG3421'1.5 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN DESTIN,
 BG3421'AT THE SOUTHWEST CORNER OF THE NORTH BRIDGE OF TWO OVER EAST PASS,
 BG3421'19.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 98, 10.0 FEET
 BG3421'EAST OF THE WEST END OF GUARD RAIL OF BRIDGE, 1.4 FEET EAST OF A
 BG3421'GUARD RAIL POST, AND 0.2 FOOT NORTH OF THE SOUTH EDGE
 BG3421'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3495 ***********************************************************************
 AJ3495  DESIGNATION -  20.54
 AJ3495  PID         -  AJ3495
 AJ3495  STATE/COUNTY-  FL/PALM BEACH
 AJ3495  USGS QUAD   -  OKEELANTA (1970)
 AJ3495
 AJ3495                         *CURRENT SURVEY CONTROL
 AJ3495  ___________________________________________________________________
 AJ3495* NAD 83(1986)-  26 36 35.     (N)    080 42 41.     (W)     SCALED    
 AJ3495* NAVD 88     -         5.798  (meters)      19.02   (feet)  ADJUSTED  
 AJ3495  ___________________________________________________________________
 AJ3495  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ3495  DYNAMIC HT  -           5.789 (meters)      18.99  (feet)  COMP
 AJ3495  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AJ3495
 AJ3495  VERT ORDER  -  FIRST     CLASS II
 AJ3495
 AJ3495.The horizontal coordinates were scaled from a topographic map and have
 AJ3495.an estimated accuracy of +/- 6 seconds.
 AJ3495
 AJ3495.The orthometric height was determined by differential leveling
 AJ3495.and adjusted by the National Geodetic Survey in May 2003..
 AJ3495.No vertical observational check was made to the station.
 AJ3495.WARNING-Repeat measurements at this control monument indicate possible
 AJ3495.vertical movement.
 AJ3495
 AJ3495.The geoid height was determined by GEOID03.
 AJ3495
 AJ3495.The dynamic height is computed by dividing the NAVD 88
 AJ3495.geopotential number by the normal gravity value computed on the
 AJ3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3495.degrees latitude (g = 980.6199 gals.).
 AJ3495
 AJ3495.The modeled gravity was interpolated from observed gravity values.
 AJ3495
 AJ3495;                    North         East    Units  Estimated Accuracy
 AJ3495;SPC FL E     -   252,200.      228,740.      MT  (+/- 180 meters Scaled)
 AJ3495
 AJ3495                          SUPERSEDED SURVEY CONTROL
 AJ3495
 AJ3495  NAVD 88 (06/21/02)    5.812  (m)           19.07   (f) UNKNOWN     1 2
 AJ3495  NAVD 88 (09/17/01)    5.793  (m)           19.01   (f) UNKNOWN     2 1
 AJ3495
 AJ3495.Superseded values are not recommended for survey control.
 AJ3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3495.See file dsdata.txt to determine how the superseded data were derived.
 AJ3495
 AJ3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK287432(NAD 83)
 AJ3495_MARKER: DD = SURVEY DISK
 AJ3495_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3495_SP_SET: BRIDGE GUARDRAIL
 AJ3495_STAMPING: 20.54
 AJ3495_MARK LOGO: FLSRD 
 AJ3495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3495+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 AJ3495
 AJ3495  HISTORY     - Date     Condition        Report By
 AJ3495  HISTORY     - 2000     MONUMENTED       FLSRD
 AJ3495  HISTORY     - 20000122 GOOD             FLDEP
 AJ3495  HISTORY     - 20011030 GOOD             FLDEP
 AJ3495
 AJ3495                          STATION DESCRIPTION
 AJ3495
 AJ3495'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3495'THE MARK IS ABOUT 23.3 MI (37.5 KM) NORTHWEST OF ANDYTOWN, 3.8 MI (6.1
 AJ3495'KM) SOUTH OF SOUTH BAY ON U.S. HIGHWAY 27, IN SECTION 35, TOWNSHIP 44
 AJ3495'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 AJ3495'HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO SOUTH ON U.S. HIGHWAY 27
 AJ3495'FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF COUNTY ROAD 827 AND THE MARK ON
 AJ3495'THE LEFT, SET IN THE TOP OF A CONCRETE BRIDGE GUARDRAIL, 1.5 FT (0.5
 AJ3495'M) ABOVE THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF U.S. HIGHWAY
 AJ3495'27 NORTHBOUND LANES. LOCATED 48.0 FT (14.6 M) EAST OF THE CENTERLINE
 AJ3495'OF THE NORTHBOUND LANES OF U.S. HIGHWAY 27 AND 13.3 FT (4.1 M) EAST OF
 AJ3495'A METAL GUARDRAIL.
 AJ3495
 AJ3495                          STATION RECOVERY (2001)
 AJ3495
 AJ3495'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ3495'RECOVERED AS DESCRIBED.
 AJ3495'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1481 ***********************************************************************
 AD1481  DESIGNATION -  20.58
 AD1481  PID         -  AD1481
 AD1481  STATE/COUNTY-  FL/CHARLOTTE
 AD1481  USGS QUAD   -  CLEVELAND (1987)
 AD1481
 AD1481                         *CURRENT SURVEY CONTROL
 AD1481  ___________________________________________________________________
 AD1481* NAD 83(1986)-  26 55 02.     (N)    081 59 53.     (W)     SCALED    
 AD1481* NAVD 88     -         5.941  (meters)      19.49   (feet)  ADJUSTED  
 AD1481  ___________________________________________________________________
 AD1481  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AD1481  DYNAMIC HT  -           5.932 (meters)      19.46  (feet)  COMP
 AD1481  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AD1481
 AD1481  VERT ORDER  -  FIRST     CLASS II
 AD1481
 AD1481.This mark is at Charlotte County Airport (PGD)
 AD1481
 AD1481.The horizontal coordinates were scaled from a topographic map and have
 AD1481.an estimated accuracy of +/- 6 seconds.
 AD1481
 AD1481.The orthometric height was determined by differential leveling
 AD1481.and adjusted by the National Geodetic Survey in June 1991..
 AD1481
 AD1481.The geoid height was determined by GEOID03.
 AD1481
 AD1481.The dynamic height is computed by dividing the NAVD 88
 AD1481.geopotential number by the normal gravity value computed on the
 AD1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1481.degrees latitude (g = 980.6199 gals.).
 AD1481
 AD1481.The modeled gravity was interpolated from observed gravity values.
 AD1481
 AD1481;                    North         East    Units  Estimated Accuracy
 AD1481;SPC FL W     -   286,230.      200,190.      MT  (+/- 180 meters Scaled)
 AD1481
 AD1481                          SUPERSEDED SURVEY CONTROL
 AD1481
 AD1481  NGVD 29 (??/??/92)    6.282  (m)           20.61   (f) ADJ UNCH    1 2
 AD1481
 AD1481.Superseded values are not recommended for survey control.
 AD1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1481.See file dsdata.txt to determine how the superseded data were derived.
 AD1481
 AD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK009776(NAD 83)
 AD1481_MARKER: X = CHISELED CROSS
 AD1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1481_SP_SET: CULVERT
 AD1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1481+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2003
 AD1481
 AD1481  HISTORY     - Date     Condition        Report By
 AD1481  HISTORY     - UNK      MONUMENTED       DOD
 AD1481  HISTORY     - 1945     GOOD             NGS
 AD1481  HISTORY     - 20021022 GOOD             INDIV
 AD1481  HISTORY     - 20030125 GOOD             INDIV
 AD1481
 AD1481                          STATION DESCRIPTION
 AD1481
 AD1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AD1481'1.6 MI E FROM PUNTA GORDA.
 AD1481'AT THE PUNTA GORDA ARMY AIR FIELD WHICH IS 1.6 MILES EAST ALONG
 AD1481'THE ATLANTIC COAST LINE RAILROAD FROM THE STATION, THENCE 2.7
 AD1481'MILES SOUTHEAST ALONG A SAND ROAD.  THE CENTER OF A CHISELED
 AD1481'CROSS CUT ON THE CENTER OF THE HEADWALL OF A CULVERT WHICH IS
 AD1481'25.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE INSTRUMENT
 AD1481'TRAINING DEPARTMENT BUILDING.  IT IS ABOUT 300 FEET WEST OF THE
 AD1481'CONTROL TOWER.
 AD1481
 AD1481                          STATION RECOVERY (2002)
 AD1481
 AD1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRG)
 AD1481'RECOVERED IN GOOD CONDITION.
 AD1481
 AD1481                          STATION RECOVERY (2003)
 AD1481
 AD1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRG)
 AD1481'MARK FOUND.  DESCRIPTION NO LONGER MAKES ANY SENSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8178 ***********************************************************************
 AD8178  DESIGNATION -  20.6
 AD8178  PID         -  AD8178
 AD8178  STATE/COUNTY-  FL/PALM BEACH
 AD8178  USGS QUAD   -  LAKE HARBOR (1970)
 AD8178
 AD8178                         *CURRENT SURVEY CONTROL
 AD8178  ___________________________________________________________________
 AD8178* NAD 83(1986)-  26 41 47.     (N)    080 48 23.     (W)     SCALED    
 AD8178* NAVD 88     -         5.854  (meters)      19.21   (feet)  ADJUSTED  
 AD8178  ___________________________________________________________________
 AD8178  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AD8178  DYNAMIC HT  -           5.845 (meters)      19.18  (feet)  COMP
 AD8178  MODELED GRAV-     979,105.2   (mgal)                       NAVD 88
 AD8178
 AD8178  VERT ORDER  -  FIRST     CLASS II
 AD8178
 AD8178.The horizontal coordinates were scaled from a topographic map and have
 AD8178.an estimated accuracy of +/- 6 seconds.
 AD8178
 AD8178.The orthometric height was determined by differential leveling
 AD8178.and adjusted by the National Geodetic Survey in September 1992..
 AD8178
 AD8178.The geoid height was determined by GEOID03.
 AD8178
 AD8178.The dynamic height is computed by dividing the NAVD 88
 AD8178.geopotential number by the normal gravity value computed on the
 AD8178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8178.degrees latitude (g = 980.6199 gals.).
 AD8178
 AD8178.The modeled gravity was interpolated from observed gravity values.
 AD8178
 AD8178;                    North         East    Units  Estimated Accuracy
 AD8178;SPC FL E     -   261,780.      219,270.      MT  (+/- 180 meters Scaled)
 AD8178
 AD8178                          SUPERSEDED SURVEY CONTROL
 AD8178
 AD8178  NGVD 29 (09/01/92)    6.280  (m)           20.60   (f) ADJUSTED    1 2
 AD8178
 AD8178.Superseded values are not recommended for survey control.
 AD8178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8178.See file dsdata.txt to determine how the superseded data were derived.
 AD8178
 AD8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK192528(NAD 83)
 AD8178_MARKER: DD = SURVEY DISK
 AD8178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8178_SP_SET: BRIDGE ABUTMENT
 AD8178_STAMPING: 20.6
 AD8178_MARK LOGO: FLSRD 
 AD8178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8178+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 AD8178
 AD8178  HISTORY     - Date     Condition        Report By
 AD8178  HISTORY     - UNK      MONUMENTED       FLDT
 AD8178  HISTORY     - 19920317 GOOD             NGS
 AD8178  HISTORY     - 19961217 GOOD             FLDEP
 AD8178  HISTORY     - 20050213 GOOD             USPSQD
 AD8178
 AD8178                          STATION DESCRIPTION
 AD8178
 AD8178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8178'0.3 KM (0.20 MI) NORTHERLY ALONG MIAMI CANAL ROAD FROM THE POST
 AD8178'OFFICE IN LAKE HARBOR, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG STATE
 AD8178'HIGHWAY 80 AND U.S. HIGHWAY 27, IN TOP OF AND 0.1 M (0.3 FT) SOUTH
 AD8178'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 AD8178'930016 SPANNING THE MIAMI CANAL, 5.1 M (16.7 FT) NORTH OF THE
 AD8178'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 AD8178'ABOVE THE LEVEL OF THE HIGHWAY.
 AD8178
 AD8178                          STATION RECOVERY (1996)
 AD8178
 AD8178'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8178'RECOVERED AS DESCRIBED.
 AD8178
 AD8178                          STATION RECOVERY (2005)
 AD8178
 AD8178'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AD8178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0372 ***********************************************************************
 AQ0372  DESIGNATION -  206
 AQ0372  PID         -  AQ0372
 AQ0372  STATE/COUNTY-  FL/ST JOHNS
 AQ0372  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ0372
 AQ0372                         *CURRENT SURVEY CONTROL
 AQ0372  ___________________________________________________________________
 AQ0372* NAD 83(1986)-  29 46 03.     (N)    081 15 22.     (W)     SCALED    
 AQ0372* NAVD 88     -         4.540  (meters)      14.89   (feet)  ADJUSTED  
 AQ0372  ___________________________________________________________________
 AQ0372  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AQ0372  DYNAMIC HT  -           4.533 (meters)      14.87  (feet)  COMP
 AQ0372  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 AQ0372
 AQ0372  VERT ORDER  -  SECOND    CLASS 0
 AQ0372
 AQ0372.The horizontal coordinates were scaled from a topographic map and have
 AQ0372.an estimated accuracy of +/- 6 seconds.
 AQ0372
 AQ0372.The orthometric height was determined by differential leveling
 AQ0372.and adjusted by the National Geodetic Survey in June 1991..
 AQ0372
 AQ0372.The geoid height was determined by GEOID03.
 AQ0372
 AQ0372.The dynamic height is computed by dividing the NAVD 88
 AQ0372.geopotential number by the normal gravity value computed on the
 AQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0372.degrees latitude (g = 980.6199 gals.).
 AQ0372
 AQ0372.The modeled gravity was interpolated from observed gravity values.
 AQ0372
 AQ0372;                    North         East    Units  Estimated Accuracy
 AQ0372;SPC FL E     -   602,120.      175,230.      MT  (+/- 180 meters Scaled)
 AQ0372
 AQ0372                          SUPERSEDED SURVEY CONTROL
 AQ0372
 AQ0372  NGVD 29 (??/??/92)    4.863  (m)           15.95   (f) ADJ UNCH    2 0
 AQ0372
 AQ0372.Superseded values are not recommended for survey control.
 AQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0372.See file dsdata.txt to determine how the superseded data were derived.
 AQ0372
 AQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN752930(NAD 83)
 AQ0372_MARKER: DD = SURVEY DISK
 AQ0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ0372_SP_SET: BRIDGE ABUTMENT
 AQ0372_STAMPING: 206 1951 IWSJ JACKSONVILLE
 AQ0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0372
 AQ0372  HISTORY     - Date     Condition        Report By
 AQ0372  HISTORY     - 1951     MONUMENTED       DOD
 AQ0372  HISTORY     - 1970     GOOD             NGS
 AQ0372  HISTORY     - 1971     GOOD             NGS
 AQ0372  HISTORY     - 1988     GOOD             USPSQD
 AQ0372  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ0372  HISTORY     - 19910323 MARK NOT FOUND   NGS
 AQ0372
 AQ0372                          STATION DESCRIPTION
 AQ0372
 AQ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0372'0.2 MI W FROM CRESCENT BEACH.
 AQ0372'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 206 FROM THE JUNCTION
 AQ0372'OF STATE HIGHWAY A 1 A AT CRESCENT BEACH, 57 PACES WEST OF THE
 AQ0372'WEST END OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AQ0372'3 FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE TENDER HOUSE,
 AQ0372'13.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET ON
 AQ0372'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT OF THE
 AQ0372'DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY, AND 1 FOOT ABOVE
 AQ0372'THE LEVEL OF THE BRIDGE FLOOR.
 AQ0372
 AQ0372                          STATION RECOVERY (1971)
 AQ0372
 AQ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AQ0372'RECOVERED IN GOOD CONDITION.
 AQ0372
 AQ0372                          STATION RECOVERY (1988)
 AQ0372
 AQ0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ0372'RECOVERED IN GOOD CONDITION.
 AQ0372
 AQ0372                          STATION RECOVERY (1989)
 AQ0372
 AQ0372'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ0372'MARK NOT FOUND.
 AQ0372
 AQ0372                          STATION RECOVERY (1991)
 AQ0372
 AQ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0372'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 AQ0372'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0163 ***********************************************************************
 AG0163  DESIGNATION -  206 FLHD
 AG0163  PID         -  AG0163
 AG0163  STATE/COUNTY-  FL/PINELLAS
 AG0163  USGS QUAD   -  SEMINOLE (1995)
 AG0163
 AG0163                         *CURRENT SURVEY CONTROL
 AG0163  ___________________________________________________________________
 AG0163* NAD 83(1986)-  27 48 31.     (N)    082 45 11.     (W)     SCALED    
 AG0163* NAVD 88     -         4.046  (meters)      13.27   (feet)  ADJUSTED  
 AG0163  ___________________________________________________________________
 AG0163  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0163  DYNAMIC HT  -           4.040 (meters)      13.25  (feet)  COMP
 AG0163  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AG0163
 AG0163  VERT ORDER  -  SECOND    CLASS II
 AG0163
 AG0163.The horizontal coordinates were scaled from a topographic map and have
 AG0163.an estimated accuracy of +/- 6 seconds.
 AG0163
 AG0163.The orthometric height was determined by differential leveling
 AG0163.and adjusted by the National Geodetic Survey in June 1991..
 AG0163
 AG0163.The geoid height was determined by GEOID03.
 AG0163
 AG0163.The dynamic height is computed by dividing the NAVD 88
 AG0163.geopotential number by the normal gravity value computed on the
 AG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0163.degrees latitude (g = 980.6199 gals.).
 AG0163
 AG0163.The modeled gravity was interpolated from observed gravity values.
 AG0163
 AG0163;                    North         East    Units  Estimated Accuracy
 AG0163;SPC FL W     -   385,230.      125,800.      MT  (+/- 180 meters Scaled)
 AG0163
 AG0163                          SUPERSEDED SURVEY CONTROL
 AG0163
 AG0163  NGVD 29 (??/??/92)    4.314  (m)           14.15   (f) ADJ UNCH    2 2
 AG0163
 AG0163.Superseded values are not recommended for survey control.
 AG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0163.See file dsdata.txt to determine how the superseded data were derived.
 AG0163
 AG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273772(NAD 83)
 AG0163_MARKER: DD = SURVEY DISK
 AG0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0163_SP_SET: HEAD WALL
 AG0163_STAMPING: 206
 AG0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0163
 AG0163  HISTORY     - Date     Condition        Report By
 AG0163  HISTORY     - UNK      MONUMENTED       FLHD
 AG0163  HISTORY     - 1976     GOOD             FLDT
 AG0163  HISTORY     - 1977     GOOD             FL-103
 AG0163
 AG0163                          STATION DESCRIPTION
 AG0163
 AG0163'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0163'0.5 MI N FROM ST PETERSBURG.
 AG0163'STATION IS AT THE INTERSECTION OF PARK STREET (S.R. 695/C.R. 34)
 AG0163'AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD), 58.3 FT. NE OF THE
 AG0163'CENTERLINE OF U.S. ALT. 19, 318.0 FT. SE OF THE CENTERLINE OF
 AG0163'PARK STREET, 76.3 FT. SE OF POWER POLE, NUMBER 1A-25323-R, 16.5
 AG0163'FT. NE OF THE BACK OF CURB.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0163'SECTION 1, T 31S, R 15E.
 AG0163
 AG0163                          STATION RECOVERY (1977)
 AG0163
 AG0163'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0390 ***********************************************************************
 BC0390  DESIGNATION -  207
 BC0390  PID         -  BC0390
 BC0390  STATE/COUNTY-  FL/DUVAL
 BC0390  USGS QUAD   -  ORANGE PARK (1993)
 BC0390
 BC0390                         *CURRENT SURVEY CONTROL
 BC0390  ___________________________________________________________________
 BC0390* NAD 83(1986)-  30 13 32.     (N)    081 41 35.     (W)     SCALED    
 BC0390* NAVD 88     -         5.368  (meters)      17.61   (feet)  ADJUSTED  
 BC0390  ___________________________________________________________________
 BC0390  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BC0390  DYNAMIC HT  -           5.361 (meters)      17.59  (feet)  COMP
 BC0390  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BC0390
 BC0390  VERT ORDER  -  FIRST     CLASS II
 BC0390
 BC0390.The horizontal coordinates were scaled from a topographic map and have
 BC0390.an estimated accuracy of +/- 6 seconds.
 BC0390
 BC0390.The orthometric height was determined by differential leveling
 BC0390.and adjusted by the National Geodetic Survey in June 1991..
 BC0390
 BC0390.The geoid height was determined by GEOID03.
 BC0390
 BC0390.The dynamic height is computed by dividing the NAVD 88
 BC0390.geopotential number by the normal gravity value computed on the
 BC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0390.degrees latitude (g = 980.6199 gals.).
 BC0390
 BC0390.The modeled gravity was interpolated from observed gravity values.
 BC0390
 BC0390;                    North         East    Units  Estimated Accuracy
 BC0390;SPC FL E     -   653,070.      133,290.      MT  (+/- 180 meters Scaled)
 BC0390
 BC0390                          SUPERSEDED SURVEY CONTROL
 BC0390
 BC0390  NGVD 29 (09/01/92)    5.693  (m)           18.68   (f) ADJUSTED    1 2
 BC0390
 BC0390.Superseded values are not recommended for survey control.
 BC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0390.See file dsdata.txt to determine how the superseded data were derived.
 BC0390
 BC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP333439(NAD 83)
 BC0390_MARKER: Z = SEE DESCRIPTION
 BC0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0390_MAGNETIC: P = MARKER IS A STEEL PIPE
 BC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0390+STABILITY: SURFACE MOTION
 BC0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0390+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC0390
 BC0390  HISTORY     - Date     Condition        Report By
 BC0390  HISTORY     - UNK      MONUMENTED       DOD
 BC0390  HISTORY     - 1957     GOOD             NGS
 BC0390  HISTORY     - 1964     GOOD             NGS
 BC0390  HISTORY     - 1977     GOOD             FLDNR
 BC0390  HISTORY     - 1977     GOOD             FLDNR
 BC0390  HISTORY     - 19931013 GOOD             NGS
 BC0390
 BC0390                          STATION DESCRIPTION
 BC0390
 BC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BC0390'AT JACKSONVILLE NAS.
 BC0390'AT JACKSONVILLE NAVAL AIR STATION, DUVAL COUNTY, ABOUT 0.3 MILE
 BC0390'EAST OF THE MAIN GATE, AT THE INTERSECTION OF YORKTOWN AVENUE AND
 BC0390'CHILDS STREET, 56.5 FEET NORTH OF THE CENTERLINE OF YORKTOWN
 BC0390'AVENUE, 28.3 FEET EAST OF THE CENTERLINE OF CHILDS STREET, AND
 BC0390'ABOUT 1 FOOT LOWER THAN THE GROUND SURFACE.  AN IRON PIPE SET
 BC0390'IN THE TOP OF A CONCRETE POST SURROUNDED BY A 10-INCH TILE PIPE.
 BC0390
 BC0390                          STATION RECOVERY (1964)
 BC0390
 BC0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BC0390'RECOVERED IN GOOD CONDITION.
 BC0390
 BC0390                          STATION RECOVERY (1977)
 BC0390
 BC0390'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0390'RECOVERED IN GOOD CONDITION.
 BC0390
 BC0390                          STATION RECOVERY (1977)
 BC0390
 BC0390'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0390'RECOVERED IN GOOD CONDITION.
 BC0390
 BC0390                          STATION RECOVERY (1993)
 BC0390
 BC0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC0390'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF JACKSONVILLE, 3.0 MI
 BC0390'(4.8 KM) NORTH-NORTHEAST OF ORANGE PARK ON THE NAVAL AIR STATION IN
 BC0390'SECTION 22, TOWNSHIP 3 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 BC0390'THE INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK,
 BC0390'GO NORTH ON U.S. HIGHWAY 17 FOR 2.45 MI (3.94 KM) TO THE MAIN ENTRANCE
 BC0390'TO THE NAVAL AIR STATION ON THE RIGHT (YORKTOWN AVENUE), TURN RIGHT ON
 BC0390'YORKTOWN AVENUE AND GO EAST PASSING THE GUARD HOUSE FOR 0.3 MI (0.5
 BC0390'KM) TO THE INTERSECTION OF CHILDS STREET AND THE MARK ON THE LEFT, AN
 BC0390'IRON PIPE SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.8 FT (24.4
 BC0390'CM) BELOW THE LEVEL OF THE GROUND, 56.5 FT (17.2 M) NORTH OF THE
 BC0390'APPROXIMATE CENTERLINE OF YORKTOWN AVENUE AND 29.3 FT (8.9 M) EAST OF
 BC0390'THE APPROXIMATE CENTERLINE OF CHILDS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0164 ***********************************************************************
 AG0164  DESIGNATION -  207 FLHD
 AG0164  PID         -  AG0164
 AG0164  STATE/COUNTY-  FL/PINELLAS
 AG0164  USGS QUAD   -  SEMINOLE (1995)
 AG0164
 AG0164                         *CURRENT SURVEY CONTROL
 AG0164  ___________________________________________________________________
 AG0164* NAD 83(1986)-  27 48 43.     (N)    082 45 47.     (W)     SCALED    
 AG0164* NAVD 88     -         5.031  (meters)      16.51   (feet)  ADJUSTED  
 AG0164  ___________________________________________________________________
 AG0164  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG0164  DYNAMIC HT  -           5.023 (meters)      16.48  (feet)  COMP
 AG0164  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AG0164
 AG0164  VERT ORDER  -  SECOND    CLASS II
 AG0164
 AG0164.The horizontal coordinates were scaled from a topographic map and have
 AG0164.an estimated accuracy of +/- 6 seconds.
 AG0164
 AG0164.The orthometric height was determined by differential leveling
 AG0164.and adjusted by the National Geodetic Survey in June 1991..
 AG0164
 AG0164.The geoid height was determined by GEOID03.
 AG0164
 AG0164.The dynamic height is computed by dividing the NAVD 88
 AG0164.geopotential number by the normal gravity value computed on the
 AG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0164.degrees latitude (g = 980.6199 gals.).
 AG0164
 AG0164.The modeled gravity was interpolated from observed gravity values.
 AG0164
 AG0164;                    North         East    Units  Estimated Accuracy
 AG0164;SPC FL W     -   385,600.      124,820.      MT  (+/- 180 meters Scaled)
 AG0164
 AG0164                          SUPERSEDED SURVEY CONTROL
 AG0164
 AG0164  NGVD 29 (??/??/92)    5.299  (m)           17.39   (f) ADJ UNCH    2 2
 AG0164
 AG0164.Superseded values are not recommended for survey control.
 AG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0164.See file dsdata.txt to determine how the superseded data were derived.
 AG0164
 AG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL263776(NAD 83)
 AG0164_MARKER: DD = SURVEY DISK
 AG0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0164_SP_SET: HAND RAIL
 AG0164_STAMPING: 207
 AG0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0164
 AG0164  HISTORY     - Date     Condition        Report By
 AG0164  HISTORY     - UNK      MONUMENTED       FLHD
 AG0164  HISTORY     - 1976     GOOD             FLDT
 AG0164  HISTORY     - 1977     GOOD             FL-103
 AG0164  HISTORY     - 1990     GOOD             USPSQD
 AG0164
 AG0164                          STATION DESCRIPTION
 AG0164
 AG0164'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0164'1 MI NW FROM ST PETERSBURG.
 AG0164'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0164'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN WESTERLY
 AG0164'ON U.S. ALT. 19 FOR 0.6 MILE TO BRIDGE.  STATION ON RIGHT, ON THE
 AG0164'NE SIDE OF THE WESTERLY BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AG0164'HANDRAIL.  SECTION 1, T 31S, R 15E.
 AG0164
 AG0164                          STATION RECOVERY (1977)
 AG0164
 AG0164'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0164'RECOVERED IN GOOD CONDITION.
 AG0164
 AG0164                          STATION RECOVERY (1990)
 AG0164
 AG0164'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9101 ***********************************************************************
 DE9101  DESIGNATION -  20.8 300 G
 DE9101  PID         -  DE9101
 DE9101  STATE/COUNTY-  FL/MANATEE
 DE9101  USGS QUAD   -  KEENTOWN (1987)
 DE9101
 DE9101                         *CURRENT SURVEY CONTROL
 DE9101  ___________________________________________________________________
 DE9101* NAD 83(1986)-  27 35 05.     (N)    082 10 14.     (W)     SCALED    
 DE9101* NAVD 88     -        34.806  (meters)     114.19   (feet)  ADJUSTED  
 DE9101  ___________________________________________________________________
 DE9101  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DE9101  DYNAMIC HT  -          34.754 (meters)     114.02  (feet)  COMP
 DE9101  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 DE9101
 DE9101  VERT ORDER  -  SECOND    CLASS I
 DE9101
 DE9101.The horizontal coordinates were scaled from a topographic map and have
 DE9101.an estimated accuracy of +/- 6 seconds.
 DE9101
 DE9101.The orthometric height was determined by differential leveling
 DE9101.and adjusted by the National Geodetic Survey in May 2004..
 DE9101
 DE9101.The geoid height was determined by GEOID03.
 DE9101
 DE9101.The dynamic height is computed by dividing the NAVD 88
 DE9101.geopotential number by the normal gravity value computed on the
 DE9101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9101.degrees latitude (g = 980.6199 gals.).
 DE9101
 DE9101.The modeled gravity was interpolated from observed gravity values.
 DE9101
 DE9101;                    North         East    Units  Estimated Accuracy
 DE9101;SPC FL W     -   360,200.      183,160.      MT  (+/- 180 meters Scaled)
 DE9101
 DE9101                          SUPERSEDED SURVEY CONTROL
 DE9101
 DE9101.No superseded survey control is available for this station.
 DE9101
 DE9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL844517(NAD 83)
 DE9101_MARKER: DD = SURVEY DISK
 DE9101_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9101+WITH SETTING: INFORMATION.
 DE9101_STAMPING: 20.8-300G LB 262
 DE9101_MARK LOGO: GULFST
 DE9101_PROJECTION: RECESSED 10 CENTIMETERS
 DE9101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9101+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE9101
 DE9101  HISTORY     - Date     Condition        Report By
 DE9101  HISTORY     - UNK      MONUMENTED       GULFST
 DE9101  HISTORY     - 20020529 GOOD             FLDEP
 DE9101
 DE9101                          STATION DESCRIPTION
 DE9101
 DE9101'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9101'THE MARK IS ABOUT 16.0 MI EAST OF PARRISH, IN SECTION 23, TOWNSHIP 33
 DE9101'SOUTH, RANGE 21 EAST.
 DE9101' 
 DE9101'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9101'62 IN PARRISH, GO
 DE9101'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9101'ON THE LEFT,
 DE9101'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9101'ROAD ON THE LEFT,
 DE9101'CONTINUE EAST ON STATE ROAD 62 FOR 7.7 MI TO THE MARK ON THE RIGHT, A
 DE9101'ROD AND DISC SET IN
 DE9101'CONCRETE RECESSED 0.4 FT BELOW THE LEVEL OF A 6-INCH PVC PIPE FLUSH
 DE9101'WITH THE GROUND AND
 DE9101'ABOUT 0.3 FT BELOW THE LEVEL OF STATE ROAD 62.
 DE9101' 
 DE9101'LOCATED 61.3 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 62,
 DE9101'49.6 FT SOUTH OF
 DE9101'THE EDGE OF THE PAVEMENT OF STATE ROAD 62, 38.0 FT SOUTHWEST OF
 DE9101'TELEPHONE CABLE
 DE9101'WARNING PEDESTAL CX-LP2, 32.3 FT SOUTH OF A GTE TELEPHONE CABLE ROUTE
 DE9101'PEDESTAL, 3.1 FT
 DE9101'NORTH OF THE BARB WIRE FENCE AND 2.3 FT NORTH OF A CARSONITE WITNESS
 DE9101'POST.
 DE9101' 
 DE9101'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0165 ***********************************************************************
 AG0165  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0165  DESIGNATION -  208 FLHD
 AG0165  PID         -  AG0165
 AG0165  STATE/COUNTY-  FL/PINELLAS
 AG0165  USGS QUAD   -  SEMINOLE (1995)
 AG0165
 AG0165                         *CURRENT SURVEY CONTROL
 AG0165  ___________________________________________________________________
 AG0165* NAD 83(1986)-  27 48 49.     (N)    082 45 59.     (W)     SCALED    
 AG0165* NAVD 88     -         4.050  (meters)      13.29   (feet)  ADJUSTED  
 AG0165  ___________________________________________________________________
 AG0165  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG0165  DYNAMIC HT  -           4.044 (meters)      13.27  (feet)  COMP
 AG0165  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AG0165
 AG0165  VERT ORDER  -  SECOND    CLASS I
 AG0165
 AG0165.The horizontal coordinates were scaled from a topographic map and have
 AG0165.an estimated accuracy of +/- 6 seconds.
 AG0165
 AG0165.The orthometric height was determined by differential leveling
 AG0165.and adjusted by the National Geodetic Survey in June 1991..
 AG0165
 AG0165.This Tidal Bench Mark is designated as VM 6566
 AG0165.by the Center for Operational Oceanographic Products and Services.
 AG0165
 AG0165.The geoid height was determined by GEOID03.
 AG0165
 AG0165.The dynamic height is computed by dividing the NAVD 88
 AG0165.geopotential number by the normal gravity value computed on the
 AG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0165.degrees latitude (g = 980.6199 gals.).
 AG0165
 AG0165.The modeled gravity was interpolated from observed gravity values.
 AG0165
 AG0165;                    North         East    Units  Estimated Accuracy
 AG0165;SPC FL W     -   385,790.      124,490.      MT  (+/- 180 meters Scaled)
 AG0165
 AG0165                          SUPERSEDED SURVEY CONTROL
 AG0165
 AG0165  NGVD 29 (??/??/92)    4.318  (m)           14.17   (f) ADJ UNCH    2 1
 AG0165
 AG0165.Superseded values are not recommended for survey control.
 AG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0165.See file dsdata.txt to determine how the superseded data were derived.
 AG0165
 AG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL260778(NAD 83)
 AG0165_MARKER: DD = SURVEY DISK
 AG0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0165_SP_SET: SIDEWALK
 AG0165_STAMPING: 208
 AG0165_MARK LOGO: FLHD  
 AG0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0165
 AG0165  HISTORY     - Date     Condition        Report By
 AG0165  HISTORY     - UNK      MONUMENTED       FLHD
 AG0165  HISTORY     - 1976     GOOD             FLDT
 AG0165  HISTORY     - 1977     GOOD             FL-103
 AG0165  HISTORY     - 1982     GOOD             FLDNR
 AG0165  HISTORY     - 1990     GOOD             USPSQD
 AG0165
 AG0165                          STATION DESCRIPTION
 AG0165
 AG0165'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0165'1 MI NW FROM ST PETERSBURG.
 AG0165'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0165'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN WESTERLY
 AG0165'ON U.S. ALT. 19 FOR 0.85 MILE TO THE SW CORNER OF THE EAST BOUND
 AG0165'SPAN.  STATION ON LEFT, IN THE SW CORNER OF BRIDGE.  SET IN TOP
 AG0165'OF THE CONCRETE SIDEWALK.  SECTION 2, T 31S, R 15E.
 AG0165
 AG0165                          STATION RECOVERY (1977)
 AG0165
 AG0165'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0165'RECOVERED IN GOOD CONDITION.
 AG0165
 AG0165                          STATION RECOVERY (1982)
 AG0165
 AG0165'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0165'RECOVERED IN GOOD CONDITION.
 AG0165
 AG0165                          STATION RECOVERY (1990)
 AG0165
 AG0165'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0166 ***********************************************************************
 AG0166  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0166  DESIGNATION -  209 2 RESET
 AG0166  PID         -  AG0166
 AG0166  STATE/COUNTY-  FL/PINELLAS
 AG0166  USGS QUAD   -  SEMINOLE (1995)
 AG0166
 AG0166                         *CURRENT SURVEY CONTROL
 AG0166  ___________________________________________________________________
 AG0166* NAD 83(1986)-  27 48 31.     (N)    082 47 35.     (W)     SCALED    
 AG0166* NAVD 88     -         5.921  (meters)      19.43   (feet)  ADJUSTED  
 AG0166  ___________________________________________________________________
 AG0166  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG0166  DYNAMIC HT  -           5.913 (meters)      19.40  (feet)  COMP
 AG0166  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AG0166
 AG0166  VERT ORDER  -  SECOND    CLASS I
 AG0166
 AG0166.The horizontal coordinates were scaled from a topographic map and have
 AG0166.an estimated accuracy of +/- 6 seconds.
 AG0166
 AG0166.The orthometric height was determined by differential leveling
 AG0166.and adjusted by the National Geodetic Survey in June 1991..
 AG0166
 AG0166.This Tidal Bench Mark is designated as VM 6580
 AG0166.by the Center for Operational Oceanographic Products and Services.
 AG0166
 AG0166.The geoid height was determined by GEOID03.
 AG0166
 AG0166.The dynamic height is computed by dividing the NAVD 88
 AG0166.geopotential number by the normal gravity value computed on the
 AG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0166.degrees latitude (g = 980.6199 gals.).
 AG0166
 AG0166.The modeled gravity was interpolated from observed gravity values.
 AG0166
 AG0166;                    North         East    Units  Estimated Accuracy
 AG0166;SPC FL W     -   385,250.      121,860.      MT  (+/- 180 meters Scaled)
 AG0166
 AG0166                          SUPERSEDED SURVEY CONTROL
 AG0166
 AG0166  NGVD 29 (??/??/92)    6.189  (m)           20.31   (f) ADJ UNCH    2 1
 AG0166
 AG0166.Superseded values are not recommended for survey control.
 AG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0166.See file dsdata.txt to determine how the superseded data were derived.
 AG0166
 AG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233772(NAD 83)
 AG0166_MARKER: DD = SURVEY DISK
 AG0166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0166_SP_SET: BRIDGE WING WALL
 AG0166_STAMPING: 209 NO 2 RESET 1975
 AG0166_MARK LOGO: FLHD  
 AG0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0166+STABILITY: SURFACE MOTION
 AG0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0166+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 AG0166
 AG0166  HISTORY     - Date     Condition        Report By
 AG0166  HISTORY     - UNK      MONUMENTED       FLHD
 AG0166  HISTORY     - 1976     GOOD             FLDT
 AG0166  HISTORY     - 1977     GOOD             FL-103
 AG0166  HISTORY     - 1982     GOOD             FLDNR
 AG0166  HISTORY     - 19900404 GOOD             FLDNR
 AG0166
 AG0166                          STATION DESCRIPTION
 AG0166
 AG0166'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0166'AT MADIERA BEACH.
 AG0166'TO REACH THE STATION FROM THE JUNCTION OF GULF BLVD. (S.R. 699)
 AG0166'AND WELCH CAUSEWAY (S.R. 699).  RUN EASTERLY ON WELCH CAUSEWAY
 AG0166'FOR 0.65 MILE TO THE NE CORNER OF BASCULE BRIDGE.  STATION ON
 AG0166'LEFT.  SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 3, T31S,
 AG0166'R15E.
 AG0166
 AG0166                          STATION RECOVERY (1977)
 AG0166
 AG0166'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0166'RECOVERED IN GOOD CONDITION.
 AG0166
 AG0166                          STATION RECOVERY (1982)
 AG0166
 AG0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0166'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG0166'0.65 MILE EAST ALONG WELCH CAUSEWAY FROM THE JUNCTION OF GULF BLVD.
 AG0166'(S.R. 699) IN MADEIRA BEACH, AT THE NORTHEAST CORNER OF BASCULE
 AG0166'BRIDGE, STATION ON THE LEFT, AND SET IN THE TOP OF THE CONCRETE BRIDGE
 AG0166'GUARDRAIL.  NOTE -- SINCE THE LAST RECOVERY THE DISK HAS HAD ITS
 AG0166'STAMPING ADDED TO.  NOW STAMPED 209 NO 2 RESET 1975.
 AG0166
 AG0166                          STATION RECOVERY (1990)
 AG0166
 AG0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3413 ***********************************************************************
 BG3413  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3413  DESIGNATION -  21 6 M USGS
 BG3413  PID         -  BG3413
 BG3413  STATE/COUNTY-  FL/WALTON
 BG3413  USGS QUAD   -  POINT WASHINGTON (1992)
 BG3413
 BG3413                         *CURRENT SURVEY CONTROL
 BG3413  ___________________________________________________________________
 BG3413* NAD 83(1986)-  30 16 31.     (N)    086 00 07.     (W)     SCALED    
 BG3413* NAVD 88     -         6.539  (meters)      21.45   (feet)  ADJUSTED  
 BG3413  ___________________________________________________________________
 BG3413  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG3413  DYNAMIC HT  -           6.530 (meters)      21.42  (feet)  COMP
 BG3413  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 BG3413
 BG3413  VERT ORDER  -  SECOND    CLASS I
 BG3413
 BG3413.The horizontal coordinates were scaled from a topographic map and have
 BG3413.an estimated accuracy of +/- 6 seconds.
 BG3413
 BG3413.The orthometric height was determined by differential leveling
 BG3413.and adjusted by the National Geodetic Survey in June 1991..
 BG3413
 BG3413.This Tidal Bench Mark is designated as VM 10071
 BG3413.by the Center for Operational Oceanographic Products and Services.
 BG3413
 BG3413.The geoid height was determined by GEOID03.
 BG3413
 BG3413.The dynamic height is computed by dividing the NAVD 88
 BG3413.geopotential number by the normal gravity value computed on the
 BG3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3413.degrees latitude (g = 980.6199 gals.).
 BG3413
 BG3413.The modeled gravity was interpolated from observed gravity values.
 BG3413
 BG3413;                    North         East    Units  Estimated Accuracy
 BG3413;SPC FL N     -   142,310.      455,500.      MT  (+/- 180 meters Scaled)
 BG3413
 BG3413                          SUPERSEDED SURVEY CONTROL
 BG3413
 BG3413.No superseded survey control is available for this station.
 BG3413
 BG3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU959497(NAD 83)
 BG3413_MARKER: DB = BENCH MARK DISK
 BG3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3413_SP_SET: CONCRETE POST
 BG3413_STAMPING: 21 6 M 1942
 BG3413_MARK LOGO: USGS  
 BG3413_PROJECTION: PROJECTING 61 CENTIMETERS
 BG3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3413+STABILITY: SURFACE MOTION
 BG3413
 BG3413  HISTORY     - Date     Condition        Report By
 BG3413  HISTORY     - 1942     MONUMENTED       USGS
 BG3413  HISTORY     - 1976     GOOD             FLDNR
 BG3413  HISTORY     - 1984     GOOD             FLDNR
 BG3413  HISTORY     - 19940114 GOOD             USPSQD
 BG3413
 BG3413                          STATION DESCRIPTION
 BG3413
 BG3413'DESCRIBED BY FL DEPT OF NAT RES 1976
 BG3413'23.5 MILES NW FROM PANAMA CITY.
 BG3413'FROM THE POST OFFICE AT PANAMA CITY GO NORTHWEST 23.5 MILES ALONG US
 BG3413'HIGHWAY 98, WHICH IS ALSO 0.5 MILES NORTHWEST OF THE BAY AND WALTON
 BG3413'COUNTY LINE AND 0.9 MILES NORTHWEST OF NORTHWEST END OF PHILLIPS INLET
 BG3413'BRIDGE. MARK BEARS 47.5 FEET NORTHEAST OF HIGHWAY CENTERLINE, 4.5 FEET
 BG3413'WEST OF A 2 INCH IRON PIPE MARKED F.A.P., 97-C, 97-D, AND 35.5 FEET
 BG3413'SOUTHEAST OF A WOODEN UTILITY POLE.
 BG3413
 BG3413                          STATION RECOVERY (1984)
 BG3413
 BG3413'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3413'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BG3413'WALTON/BAY COUNTY LINE ON U.S. HIGHWAY 98, GO 0.3 MILE WEST ON U.S. 98
 BG3413'TO THE MARK.  THE MARK BEARS 47 FEET NORTH OF THE CENTERLINE OF U.S.
 BG3413'98, 35 FEET EAST OF POWER POLE 52586-46677, AND 185 FEET EAST OF THE
 BG3413'CENTERLINE OF A PRIVATE DRIVE.
 BG3413'THE MARK IS 1 FT BELOW HIGHWAY.
 BG3413
 BG3413                          STATION RECOVERY (1994)
 BG3413
 BG3413'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1541 ***********************************************************************
 AQ1541  DESIGNATION -  21 CMP
 AQ1541  PID         -  AQ1541
 AQ1541  STATE/COUNTY-  FL/PUTNAM
 AQ1541  USGS QUAD   -  WELAKA (1994)
 AQ1541
 AQ1541                         *CURRENT SURVEY CONTROL
 AQ1541  ___________________________________________________________________
 AQ1541* NAD 83(1986)-  29 26 25.     (N)    081 38 54.     (W)     SCALED    
 AQ1541* NAVD 88     -         1.867  (meters)       6.13   (feet)  ADJUSTED  
 AQ1541  ___________________________________________________________________
 AQ1541  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AQ1541  DYNAMIC HT  -           1.865 (meters)       6.12  (feet)  COMP
 AQ1541  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AQ1541
 AQ1541  VERT ORDER  -  SECOND    CLASS I
 AQ1541
 AQ1541.The horizontal coordinates were scaled from a topographic map and have
 AQ1541.an estimated accuracy of +/- 6 seconds.
 AQ1541
 AQ1541.The orthometric height was determined by differential leveling
 AQ1541.and adjusted by the National Geodetic Survey in June 1991..
 AQ1541
 AQ1541.The geoid height was determined by GEOID03.
 AQ1541
 AQ1541.The dynamic height is computed by dividing the NAVD 88
 AQ1541.geopotential number by the normal gravity value computed on the
 AQ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1541.degrees latitude (g = 980.6199 gals.).
 AQ1541
 AQ1541.The modeled gravity was interpolated from observed gravity values.
 AQ1541
 AQ1541;                    North         East    Units  Estimated Accuracy
 AQ1541;SPC FL E     -   566,000.      137,100.      MT  (+/- 180 meters Scaled)
 AQ1541
 AQ1541                          SUPERSEDED SURVEY CONTROL
 AQ1541
 AQ1541  NGVD 29 (09/01/92)    2.150  (m)            7.05   (f) ADJUSTED    2 1
 AQ1541
 AQ1541.Superseded values are not recommended for survey control.
 AQ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1541.See file dsdata.txt to determine how the superseded data were derived.
 AQ1541
 AQ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN371569(NAD 83)
 AQ1541_MARKER: DB = BENCH MARK DISK
 AQ1541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1541_SP_SET: CULVERT HEADWALL
 AQ1541_STAMPING: 21 CMP 1969
 AQ1541_MARK LOGO: USGS  
 AQ1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1541+STABILITY: SURFACE MOTION
 AQ1541
 AQ1541  HISTORY     - Date     Condition        Report By
 AQ1541  HISTORY     - 1969     MONUMENTED       USGS
 AQ1541  HISTORY     - 1975     GOOD             FLDNR
 AQ1541  HISTORY     - 1985     GOOD             FLDNR
 AQ1541
 AQ1541                          STATION DESCRIPTION
 AQ1541
 AQ1541'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1541'1 MI N FROM FRUITLAND.
 AQ1541'1 MILE NORTH OF FRUITLAND.  WELAKA, 3.5 MILES SOUTH OF, ALONG
 AQ1541'STATE HIGHWAY 309, AT U.S. GOVERNMENT FISH HATCHERY, 25 FT.
 AQ1541'WEST OF CENTERLINE OF ROAD AT DRAIN CROSSING, IN NORTH END OF
 AQ1541'WEST HEADWALL OF CULVERT.  STANDARD TABLET STAMPED 21 CMP 1969.
 AQ1541
 AQ1541                          STATION RECOVERY (1985)
 AQ1541
 AQ1541'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1541'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1541'JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN WELAKA, GO
 AQ1541'3.25 MILES SOUTH ON C-309 TO THE MARK.  THE MARK BEARS 21.5 FEET
 AQ1541'SOUTHWEST OF THE CENTERLINE OF C-309, 0.8 FOOT SOUTHEAST OF THE
 AQ1541'NORTHWEST END OF THE CULVERT HEADWALL, AND 2.8 FEET SOUTHEAST OF A
 AQ1541'WITNESS POST.
 AQ1541'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6727 ***********************************************************************
 AK6727  DESIGNATION -  21 EEB
 AK6727  PID         -  AK6727
 AK6727  STATE/COUNTY-  FL/ORANGE
 AK6727  USGS QUAD   -  NARCOOSSEE NE (1988)
 AK6727
 AK6727                         *CURRENT SURVEY CONTROL
 AK6727  ___________________________________________________________________
 AK6727* NAD 83(1990)-  28 25 14.62745(N)    081 05 42.28840(W)     ADJUSTED  
 AK6727* NAVD 88     -        20.82   (+/-2cm)      68.3    (feet)  VERTCON   
 AK6727  ___________________________________________________________________
 AK6727  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AK6727  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AK6727
 AK6727  HORZ ORDER  -  SECOND
 AK6727  VERT ORDER  -  THIRD ? (See Below)
 AK6727
 AK6727.The horizontal coordinates were established by classical geodetic methods
 AK6727.and adjusted by the National Geodetic Survey in May 1991..
 AK6727.No horizontal observational check was made to the station.
 AK6727
 AK6727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6727.The vertical order pertains to the NGVD 29 superseded value.
 AK6727
 AK6727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6727
 AK6727.The geoid height was determined by GEOID03.
 AK6727
 AK6727;                    North         East     Units Scale Factor Converg.
 AK6727;SPC FL E     -   452,836.404   190,684.864   MT  0.99994225   -0 02 42.9
 AK6727;SPC FL E     - 1,485,680.77    625,605.26   sFT  0.99994225   -0 02 42.9
 AK6727;UTM  17      - 3,143,813.880   490,688.042   MT  0.99960107   -0 02 42.9
 AK6727
 AK6727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6727!SPC FL E     -   1.00000114  x   0.99994225  =   0.99994339
 AK6727!UTM  17      -   1.00000114  x   0.99960107  =   0.99960221
 AK6727
 AK6727                          SUPERSEDED SURVEY CONTROL
 AK6727
 AK6727  NAD 83(1986)-  28 25 14.63491(N)    081 05 42.30240(W) AD(       ) 2
 AK6727  NAD 27      -  28 25 13.61476(N)    081 05 43.07389(W) AD(       ) 2
 AK6727  NGVD 29 (07/19/86)   21.16   (m)           69.4    (f) LEVELING    3  
 AK6727
 AK6727.Superseded values are not recommended for survey control.
 AK6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6727.See file dsdata.txt to determine how the superseded data were derived.
 AK6727
 AK6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9068843814(NAD 83)
 AK6727_MARKER: DB = BENCH MARK DISK
 AK6727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK6727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6727+STABILITY: SURFACE MOTION
 AK6727
 AK6727  HISTORY     - Date     Condition        Report By
 AK6727  HISTORY     - 1960     MONUMENTED       USGS
 AK6727
 AK6727                          STATION DESCRIPTION
 AK6727
 AK6727'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (GWM)
 AK6727'THE STATION IS ABOUT 22 MILES WEST AND 4 MILES NORTH OF COCOA,
 AK6727'IN THE NORTHEAST 1/4 OF SEC. 10, T. 24 S., R. 32 E., ON THE
 AK6727'MAGNOLIA CATTLE RANCH AND ON THE PROPERTY OF MR. GEORGE TERRY.  IT
 AK6727'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 AK6727'21 EEB 1953 SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE
 AK6727'POST THAT PROJECTS 2 INCHES.  THE MARK IS 57 FEET NORTHEAST OF
 AK6727'A NORTH GATE POST, 54 FEET WEST OF THE CENTERLINE OF A SAND
 AK6727'ROAD, 42 FEET NORTH OF THE CENTERLINE OF A SAND ROAD AND 3 FEET
 AK6727'SOUTHWEST OF A FENCE CORNER.
 AK6727'
 AK6727'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50
 AK6727'AND 520 ABOUT 2 MILES EAST OF THE VILLAGE OF BITHLO, GO WEST
 AK6727'ON HIGHWAY 50 FOR 1.6 MILES TO A SIDE ROAD LEFT AND A CAFE IN
 AK6727'THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN SHARP LEFT AND
 AK6727'GO SOUTH ON A SAND ROAD FOR 2.0 MILES TO AN IRON GATE JUST
 AK6727'AFTER PASSING STATION BITHLO ON THE LEFT.  CONTINUE AHEAD
 AK6727'SOUTH ON THE SAND ROAD FOR 5.0 MILES TO A WOODEN GATE.  PASS
 AK6727'THROUGH THE GATE AND CONTINUE SOUTH ON THE SAND ROAD FOR 0.8
 AK6727'MILE TO A WOODEN GATE.  PASS THROUGH THE GATE AND CONTINUE
 AK6727'SOUTH ON THE SAND ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT AND
 AK6727'THE STATION ON THE RIGHT AS DESCRIBED.
 AK6727'
 AK6727'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PUMP,
 AK6727'THE DISTANCE BEING 212.14 FEET AND 64.6604 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0217 ***********************************************************************
 BE0217  DESIGNATION -  21 JWM USGS
 BE0217  PID         -  BE0217
 BE0217  STATE/COUNTY-  FL/JACKSON
 BE0217  USGS QUAD   -  BASCOM (1994)
 BE0217
 BE0217                         *CURRENT SURVEY CONTROL
 BE0217  ___________________________________________________________________
 BE0217* NAD 83(1986)-  30 52 53.     (N)    085 00 16.     (W)     SCALED    
 BE0217* NAVD 88     -        29.150  (meters)      95.64   (feet)  ADJUSTED  
 BE0217  ___________________________________________________________________
 BE0217  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BE0217  DYNAMIC HT  -          29.113 (meters)      95.51  (feet)  COMP
 BE0217  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BE0217
 BE0217  VERT ORDER  -  SECOND    CLASS 0
 BE0217
 BE0217.The horizontal coordinates were scaled from a topographic map and have
 BE0217.an estimated accuracy of +/- 6 seconds.
 BE0217
 BE0217.The orthometric height was determined by differential leveling
 BE0217.and adjusted by the National Geodetic Survey in June 1991..
 BE0217
 BE0217.The geoid height was determined by GEOID03.
 BE0217
 BE0217.The dynamic height is computed by dividing the NAVD 88
 BE0217.geopotential number by the normal gravity value computed on the
 BE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0217.degrees latitude (g = 980.6199 gals.).
 BE0217
 BE0217.The modeled gravity was interpolated from observed gravity values.
 BE0217
 BE0217;                    North         East    Units  Estimated Accuracy
 BE0217;SPC FL N     -   208,660.      551,760.      MT  (+/- 180 meters Scaled)
 BE0217
 BE0217                          SUPERSEDED SURVEY CONTROL
 BE0217
 BE0217  NGVD 29 (??/??/92)   29.280  (m)           96.06   (f) ADJ UNCH    2 0
 BE0217
 BE0217.Superseded values are not recommended for survey control.
 BE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0217.See file dsdata.txt to determine how the superseded data were derived.
 BE0217
 BE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV907181(NAD 83)
 BE0217_MARKER: DD = SURVEY DISK
 BE0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0217_STAMPING: 21 JWM 1951 96
 BE0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0217+STABILITY: SURFACE MOTION
 BE0217
 BE0217  HISTORY     - Date     Condition        Report By
 BE0217  HISTORY     - 1951     MONUMENTED       USGS
 BE0217  HISTORY     - 1952     GOOD             NGS
 BE0217  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0217
 BE0217                          STATION DESCRIPTION
 BE0217
 BE0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0217'2.5 MI E FROM LOVEDALE.
 BE0217'ABOUT 2.5 MILES EAST ALONG A GRADED ROAD FROM THE CHURCH AND
 BE0217'CEMETERY AT LOVEDALE, AT THE JUNCTION OF A ROAD SOUTHEAST AND AT
 BE0217'A CURVE IN ROAD WITH TANGENTS EXTENDING WEST AND EAST-NORTHEAST,
 BE0217'ABOUT 0.4 MILE EAST OF CENTRAL SCHOOL BUILDING, 33 FEET NORTHEAST
 BE0217'OF CENTER LINE OF ROAD SOUTHWEST, 30 FEET SOUTH OF CENTER LINE OF
 BE0217'ROAD EAST-NORTHEAST, 36 FEET EAST OF CENTER OF JUNCTION, 150 FEET
 BE0217'NORTHWEST OF POWER POLE NO. BSB 21/73 WITH A TRANSFORMER, 6 FEET
 BE0217'SOUTH OF THE EXTENDED CENTER LINE OF WEST TANGENT OF ROAD, 1 FOOT
 BE0217'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND
 BE0217'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE0217
 BE0217                          STATION RECOVERY (2001)
 BE0217
 BE0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0453 ***********************************************************************
 AS0453  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0453  DESIGNATION -  21 M USGS
 AS0453  PID         -  AS0453
 AS0453  STATE/COUNTY-  FL/FRANKLIN
 AS0453  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0453
 AS0453                         *CURRENT SURVEY CONTROL
 AS0453  ___________________________________________________________________
 AS0453* NAD 83(1986)-  29 55 00.     (N)    084 22 05.     (W)     SCALED    
 AS0453* NAVD 88     -         4.362  (meters)      14.31   (feet)  ADJUSTED  
 AS0453  ___________________________________________________________________
 AS0453  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0453  DYNAMIC HT  -           4.356 (meters)      14.29  (feet)  COMP
 AS0453  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 AS0453
 AS0453  VERT ORDER  -  SECOND    CLASS I
 AS0453
 AS0453.The horizontal coordinates were scaled from a topographic map and have
 AS0453.an estimated accuracy of +/- 6 seconds.
 AS0453
 AS0453.The orthometric height was determined by differential leveling
 AS0453.and adjusted by the National Geodetic Survey in June 1991..
 AS0453
 AS0453.This Tidal Bench Mark is designated as VM 9777
 AS0453.by the Center for Operational Oceanographic Products and Services.
 AS0453
 AS0453.The geoid height was determined by GEOID03.
 AS0453
 AS0453.The dynamic height is computed by dividing the NAVD 88
 AS0453.geopotential number by the normal gravity value computed on the
 AS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0453.degrees latitude (g = 980.6199 gals.).
 AS0453
 AS0453.The modeled gravity was interpolated from observed gravity values.
 AS0453
 AS0453;                    North         East    Units  Estimated Accuracy
 AS0453;SPC FL N     -   101,620.      612,740.      MT  (+/- 180 meters Scaled)
 AS0453
 AS0453                          SUPERSEDED SURVEY CONTROL
 AS0453
 AS0453.No superseded survey control is available for this station.
 AS0453
 AS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU541124(NAD 83)
 AS0453_MARKER: DB = BENCH MARK DISK
 AS0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0453_SP_SET: CONCRETE POST
 AS0453_STAMPING: 21 M 1943 15
 AS0453_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0453+STABILITY: SURFACE MOTION
 AS0453
 AS0453  HISTORY     - Date     Condition        Report By
 AS0453  HISTORY     - 1943     MONUMENTED       USGS
 AS0453  HISTORY     - 1979     GOOD             FLDNR
 AS0453  HISTORY     - 1989     GOOD             USPSQD
 AS0453  HISTORY     - 19980302 GOOD             USPSQD
 AS0453
 AS0453                          STATION DESCRIPTION
 AS0453
 AS0453'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0453'9.0 MI SOUTH FROM PANACEA.
 AS0453'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US 98. PROCEED EAST
 AS0453'FOR 2.3 MILES ON STATE ROAD 370 TO THE MARK WHICH BEARS 62 FEET NORTH
 AS0453'EAST OF THE CENTERLINE OF STATE ROAD 370, 15.9 FEET NORTHEAST OF POWER
 AS0453'POLE, AND ABOUT 290 FEET NORTHEAST OF A MICROWAVE TOWER.
 AS0453'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 AS0453
 AS0453                          STATION RECOVERY (1989)
 AS0453
 AS0453'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0453'RECOVERED IN GOOD CONDITION.
 AS0453
 AS0453                          STATION RECOVERY (1998)
 AS0453
 AS0453'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7006 ***********************************************************************
 AI7006  DESIGNATION -  21 RJN
 AI7006  PID         -  AI7006
 AI7006  STATE/COUNTY-  FL/PUTNAM
 AI7006  USGS QUAD   -  SAN MATEO (1980)
 AI7006
 AI7006                         *CURRENT SURVEY CONTROL
 AI7006  ___________________________________________________________________
 AI7006* NAD 83(1986)-  29 32 50.     (N)    081 34 41.     (W)     SCALED    
 AI7006* NAVD 88     -         5.597  (meters)      18.36   (feet)  ADJUSTED  
 AI7006  ___________________________________________________________________
 AI7006  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AI7006  DYNAMIC HT  -           5.589 (meters)      18.34  (feet)  COMP
 AI7006  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AI7006
 AI7006  VERT ORDER  -  SECOND    CLASS I
 AI7006
 AI7006.The horizontal coordinates were scaled from a topographic map and have
 AI7006.an estimated accuracy of +/- 6 seconds.
 AI7006
 AI7006.The orthometric height was determined by differential leveling
 AI7006.and adjusted by the National Geodetic Survey in April 2001..
 AI7006.No vertical observational check was made to the station.
 AI7006
 AI7006.The geoid height was determined by GEOID03.
 AI7006
 AI7006.The dynamic height is computed by dividing the NAVD 88
 AI7006.geopotential number by the normal gravity value computed on the
 AI7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7006.degrees latitude (g = 980.6199 gals.).
 AI7006
 AI7006.The modeled gravity was interpolated from observed gravity values.
 AI7006
 AI7006;                    North         East    Units  Estimated Accuracy
 AI7006;SPC FL E     -   577,820.      143,980.      MT  (+/- 180 meters Scaled)
 AI7006
 AI7006                          SUPERSEDED SURVEY CONTROL
 AI7006
 AI7006.No superseded survey control is available for this station.
 AI7006
 AI7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN439687(NAD 83)
 AI7006_MARKER: DB = BENCH MARK DISK
 AI7006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7006_STAMPING: 21 RJN 1967
 AI7006_MARK LOGO: USGS  
 AI7006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7006+STABILITY: SURFACE MOTION
 AI7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7006+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1993
 AI7006
 AI7006  HISTORY     - Date     Condition        Report By
 AI7006  HISTORY     - 1967     MONUMENTED       USGS
 AI7006  HISTORY     - 19931211 GOOD             FLDEP
 AI7006
 AI7006                          STATION DESCRIPTION
 AI7006
 AI7006'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7006'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF THE TOWN OF SATSUMA IN
 AI7006'PUTNAM COUNTY, SECTION 16 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7006'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7006'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7006'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17.  TURN LEFT AND
 AI7006'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7006'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7006'KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7006'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7006'2.55 MI (4.10 KM) TO THE Y JUNCTION OF A DIRT ROAD ON THE LEFT
 AI7006'(LEADING NORTHWESTERLY), AND THE MARK ON THE LEFT. THE MARK IS LOCATED
 AI7006'33.5 FT (10.2 M) WEST FROM THE APROXOMENT CENTER LINE OF THE DIRT
 AI7006'ROAD, 10.0 FT (3.0 M) NORTHWEST OF A 6 INCH PINE TREE, AND 0.5 FT
 AI7006'(15.2 CM) NORTHEAST OF A METAL WITNESS POST.  SET IN TOP OF A SQUARE
 AI7006'CONCRETE MONUMENT.  PROJECTING 0.3 FT (9.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0118 ***********************************************************************
 AG0118  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0118  DESIGNATION -  210 FLHD
 AG0118  PID         -  AG0118
 AG0118  STATE/COUNTY-  FL/PINELLAS
 AG0118  USGS QUAD   -  SEMINOLE (1995)
 AG0118
 AG0118                         *CURRENT SURVEY CONTROL
 AG0118  ___________________________________________________________________
 AG0118* NAD 83(1986)-  27 48 25.     (N)    082 47 47.     (W)     SCALED    
 AG0118* NAVD 88     -         6.353  (meters)      20.84   (feet)  ADJUSTED  
 AG0118  ___________________________________________________________________
 AG0118  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0118  DYNAMIC HT  -           6.344 (meters)      20.81  (feet)  COMP
 AG0118  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AG0118
 AG0118  VERT ORDER  -  SECOND    CLASS I
 AG0118
 AG0118.The horizontal coordinates were scaled from a topographic map and have
 AG0118.an estimated accuracy of +/- 6 seconds.
 AG0118
 AG0118.The orthometric height was determined by differential leveling
 AG0118.and adjusted by the National Geodetic Survey in June 1991..
 AG0118
 AG0118.This Tidal Bench Mark is designated as VM 13559
 AG0118.by the Center for Operational Oceanographic Products and Services.
 AG0118
 AG0118.The geoid height was determined by GEOID03.
 AG0118
 AG0118.The dynamic height is computed by dividing the NAVD 88
 AG0118.geopotential number by the normal gravity value computed on the
 AG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0118.degrees latitude (g = 980.6199 gals.).
 AG0118
 AG0118.The modeled gravity was interpolated from observed gravity values.
 AG0118
 AG0118;                    North         East    Units  Estimated Accuracy
 AG0118;SPC FL W     -   385,070.      121,530.      MT  (+/- 180 meters Scaled)
 AG0118
 AG0118                          SUPERSEDED SURVEY CONTROL
 AG0118
 AG0118  NGVD 29 (??/??/92)    6.621  (m)           21.72   (f) ADJ UNCH    2 1
 AG0118
 AG0118.Superseded values are not recommended for survey control.
 AG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0118.See file dsdata.txt to determine how the superseded data were derived.
 AG0118
 AG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL230771(NAD 83)
 AG0118_MARKER: DD = SURVEY DISK
 AG0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0118_SP_SET: CONCRETE HANDRAIL
 AG0118_STAMPING: 210
 AG0118_MARK LOGO: FLHD  
 AG0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0118
 AG0118  HISTORY     - Date     Condition        Report By
 AG0118  HISTORY     - UNK      MONUMENTED       FLHD
 AG0118  HISTORY     - 1976     GOOD             FLDT
 AG0118  HISTORY     - 1977     GOOD             FL-103
 AG0118  HISTORY     - 1982     GOOD             FLDNR
 AG0118  HISTORY     - 1989     GOOD             USPSQD
 AG0118
 AG0118                          STATION DESCRIPTION
 AG0118
 AG0118'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0118'AT MADIERA BEACH.
 AG0118'TO REACH THE STATION FROM THE JUNCTION OF GULF BLVD. (S.R. 699)
 AG0118'AND WELCH CAUSEWAY (S.R. 699), RUN EASTERLY ON WELCH CAUSEWAY
 AG0118'FOR 0.5 MILE TO THE SW CORNER OF BRIDGE.  STATION ON RIGHT, SET
 AG0118'IN TOP OF CONCRETE HANDRAIL.  SECTION 10, T31S, R15E.
 AG0118
 AG0118                          STATION RECOVERY (1977)
 AG0118
 AG0118'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0118'RECOVERED IN GOOD CONDITION.
 AG0118
 AG0118                          STATION RECOVERY (1982)
 AG0118
 AG0118'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0118'RECOVERED IN GOOD CONDITION.
 AG0118
 AG0118                          STATION RECOVERY (1989)
 AG0118
 AG0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7131 ***********************************************************************
 AG7131  DESIGNATION -  211 C OF SP
 AG7131  PID         -  AG7131
 AG7131  STATE/COUNTY-  FL/PINELLAS
 AG7131  USGS QUAD   -  ST PETERSBURG (1987)
 AG7131
 AG7131                         *CURRENT SURVEY CONTROL
 AG7131  ___________________________________________________________________
 AG7131* NAD 83(1986)-  27 47 57.     (N)    082 44 11.     (W)     SCALED    
 AG7131* NAVD 88     -         6.774  (meters)      22.22   (feet)  ADJUSTED  
 AG7131  ___________________________________________________________________
 AG7131  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG7131  DYNAMIC HT  -           6.764 (meters)      22.19  (feet)  COMP
 AG7131  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AG7131
 AG7131  VERT ORDER  -  SECOND    CLASS II
 AG7131
 AG7131.The horizontal coordinates were scaled from a topographic map and have
 AG7131.an estimated accuracy of +/- 6 seconds.
 AG7131
 AG7131.The orthometric height was determined by differential leveling
 AG7131.and adjusted by the National Geodetic Survey in June 1991..
 AG7131
 AG7131.The geoid height was determined by GEOID03.
 AG7131
 AG7131.The dynamic height is computed by dividing the NAVD 88
 AG7131.geopotential number by the normal gravity value computed on the
 AG7131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7131.degrees latitude (g = 980.6199 gals.).
 AG7131
 AG7131.The modeled gravity was interpolated from observed gravity values.
 AG7131
 AG7131;                    North         East    Units  Estimated Accuracy
 AG7131;SPC FL W     -   384,170.      127,440.      MT  (+/- 180 meters Scaled)
 AG7131
 AG7131                          SUPERSEDED SURVEY CONTROL
 AG7131
 AG7131  NGVD 29 (??/??/92)    7.041  (m)           23.10   (f) ADJ UNCH    2 2
 AG7131
 AG7131.Superseded values are not recommended for survey control.
 AG7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7131.See file dsdata.txt to determine how the superseded data were derived.
 AG7131
 AG7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL289761(NAD 83)
 AG7131_MARKER: DD = SURVEY DISK
 AG7131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7131_SP_SET: CONCRETE POST
 AG7131_PROJECTION: FLUSH
 AG7131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7131+STABILITY: SURFACE MOTION
 AG7131
 AG7131  HISTORY     - Date     Condition        Report By
 AG7131  HISTORY     - UNK      MONUMENTED       FL2730
 AG7131  HISTORY     - 1977     GOOD             FL-103
 AG7131
 AG7131                          STATION DESCRIPTION
 AG7131
 AG7131'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7131'IN ST PETERSBURG.
 AG7131'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7131'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7131'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7131'AVE. N. FOR 6.20 MILES TO THE INTERSECTION OF 71ST ST. N. STATION ON
 AG7131'RIGHT, 42.0 FT. EAST OF THE CENTERLINE OF 71ST ST. N., 26.0 FT. N.
 AG7131'OF THE CENTERLINE OF 30TH AVE. N., 96.7 FT. SOUTH OF THE S.W. CORNER
 AG7131'OF A ONE STORY BLOCK BUILDING 7-11 STORE, 7097 30TH AVE. N., 28.5 FT.
 AG7131'S.E. OF A POWER AND LIGHT POLE 1A-52775, 56.8 FT. W.S.W. OF A 14 INCH
 AG7131'PINE TREE, 0.5 FT. NORTH OF THE BACK OF CURB. SET IN THE TOP OF A
 AG7131'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0109 ***********************************************************************
 AG0109  DESIGNATION -  211 FLHD
 AG0109  PID         -  AG0109
 AG0109  STATE/COUNTY-  FL/PINELLAS
 AG0109  USGS QUAD   -  SEMINOLE (1995)
 AG0109
 AG0109                         *CURRENT SURVEY CONTROL
 AG0109  ___________________________________________________________________
 AG0109* NAD 83(1986)-  27 50 37.     (N)    082 49 41.     (W)     SCALED    
 AG0109* NAVD 88     -         5.704  (meters)      18.71   (feet)  ADJUSTED  
 AG0109  ___________________________________________________________________
 AG0109  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG0109  DYNAMIC HT  -           5.696 (meters)      18.69  (feet)  COMP
 AG0109  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AG0109
 AG0109  VERT ORDER  -  SECOND    CLASS II
 AG0109
 AG0109.The horizontal coordinates were scaled from a topographic map and have
 AG0109.an estimated accuracy of +/- 6 seconds.
 AG0109
 AG0109.The orthometric height was determined by differential leveling
 AG0109.and adjusted by the National Geodetic Survey in June 1991..
 AG0109
 AG0109.The geoid height was determined by GEOID03.
 AG0109
 AG0109.The dynamic height is computed by dividing the NAVD 88
 AG0109.geopotential number by the normal gravity value computed on the
 AG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0109.degrees latitude (g = 980.6199 gals.).
 AG0109
 AG0109.The modeled gravity was interpolated from observed gravity values.
 AG0109
 AG0109;                    North         East    Units  Estimated Accuracy
 AG0109;SPC FL W     -   389,160.      118,440.      MT  (+/- 180 meters Scaled)
 AG0109
 AG0109                          SUPERSEDED SURVEY CONTROL
 AG0109
 AG0109  NGVD 29 (??/??/92)    5.970  (m)           19.59   (f) ADJ UNCH    2 2
 AG0109
 AG0109.Superseded values are not recommended for survey control.
 AG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0109.See file dsdata.txt to determine how the superseded data were derived.
 AG0109
 AG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL199812(NAD 83)
 AG0109_MARKER: DD = SURVEY DISK
 AG0109_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AG0109+WITH SETTING: INTO GROUND
 AG0109_STAMPING: 211
 AG0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0109+STABILITY: SURFACE MOTION
 AG0109
 AG0109  HISTORY     - Date     Condition        Report By
 AG0109  HISTORY     - UNK      MONUMENTED       FLHD
 AG0109  HISTORY     - 1976     GOOD             FLDT
 AG0109
 AG0109                          STATION DESCRIPTION
 AG0109
 AG0109'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0109'1.5 MI W FROM SEMINOLE.
 AG0109'STATION IS LOCATED AT THE JUNCTION OF 78TH AVE. (S.R. 694/NEW
 AG0109'OAKHURST RD. - E/W SECTION) AND THE N/S SECTION OF OAKHURST RD.
 AG0109'(S.R. 694/C.R. 19), IN THE SE CORNER OF JUNCTION, 28.0 FT. SOUTH
 AG0109'OF THE CENTERLINE OF 78TH AVENUE N., 32.0 FT. EAST OF THE
 AG0109'CENTERLINE OF N/S SECTION OF OAKHURST RD.  SET IN WEST END OF
 AG0109'CONCRETE PIPE HEADWALL.  SECTION 29, T 30S, R 15E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0110 ***********************************************************************
 AG0110  DESIGNATION -  212 FLHD
 AG0110  PID         -  AG0110
 AG0110  STATE/COUNTY-  FL/PINELLAS
 AG0110  USGS QUAD   -  CLEARWATER (1987)
 AG0110
 AG0110                         *CURRENT SURVEY CONTROL
 AG0110  ___________________________________________________________________
 AG0110* NAD 83(1986)-  27 53 01.     (N)    082 50 41.     (W)     SCALED    
 AG0110* NAVD 88     -         7.994  (meters)      26.23   (feet)  ADJUSTED  
 AG0110  ___________________________________________________________________
 AG0110  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0110  DYNAMIC HT  -           7.982 (meters)      26.19  (feet)  COMP
 AG0110  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AG0110
 AG0110  VERT ORDER  -  SECOND    CLASS I
 AG0110
 AG0110.The horizontal coordinates were scaled from a topographic map and have
 AG0110.an estimated accuracy of +/- 6 seconds.
 AG0110
 AG0110.The orthometric height was determined by differential leveling
 AG0110.and adjusted by the National Geodetic Survey in June 1991..
 AG0110
 AG0110.The geoid height was determined by GEOID03.
 AG0110
 AG0110.The dynamic height is computed by dividing the NAVD 88
 AG0110.geopotential number by the normal gravity value computed on the
 AG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0110.degrees latitude (g = 980.6199 gals.).
 AG0110
 AG0110.The modeled gravity was interpolated from observed gravity values.
 AG0110
 AG0110;                    North         East    Units  Estimated Accuracy
 AG0110;SPC FL W     -   393,600.      116,830.      MT  (+/- 180 meters Scaled)
 AG0110
 AG0110                          SUPERSEDED SURVEY CONTROL
 AG0110
 AG0110  NGVD 29 (??/??/92)    8.259  (m)           27.10   (f) ADJ UNCH    2 1
 AG0110
 AG0110.Superseded values are not recommended for survey control.
 AG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0110.See file dsdata.txt to determine how the superseded data were derived.
 AG0110
 AG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL184856(NAD 83)
 AG0110_MARKER: DD = SURVEY DISK
 AG0110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0110_STAMPING: 212
 AG0110_MARK LOGO: FLHD  
 AG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0110+STABILITY: SURFACE MOTION
 AG0110
 AG0110  HISTORY     - Date     Condition        Report By
 AG0110  HISTORY     - UNK      MONUMENTED       FLHD
 AG0110  HISTORY     - 1976     GOOD             FLDT
 AG0110  HISTORY     - 1982     GOOD             FLDNR
 AG0110  HISTORY     - 1989     GOOD             USPSQD
 AG0110
 AG0110                          STATION DESCRIPTION
 AG0110
 AG0110'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0110'AT LARGO.
 AG0110'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN ROCKS RD.
 AG0110'(S.R. 697) AND WALSINGHAM RD. (S.R. 688), RUN WESTERLY ALONG
 AG0110'WALSINGHAM RD. FOR 0.85 MILE TO THE INDIAN ROCKS BRIDGE.
 AG0110'STATION ON RIGHT, IN THE NE CORNER OF BRIDGE.  SET IN TOP OF THE
 AG0110'NE WINGWALL.  SECTION 7, T 30S, R 15E
 AG0110
 AG0110                          STATION RECOVERY (1982)
 AG0110
 AG0110'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0110'RECOVERED IN GOOD CONDITION.
 AG0110
 AG0110                          STATION RECOVERY (1989)
 AG0110
 AG0110'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4605 ***********************************************************************
 DG4605  DESIGNATION -  213 CMP
 DG4605  PID         -  DG4605
 DG4605  STATE/COUNTY-  FL/ALACHUA
 DG4605  USGS QUAD   -  MICANOPY (1988)
 DG4605
 DG4605                         *CURRENT SURVEY CONTROL
 DG4605  ___________________________________________________________________
 DG4605* NAD 83(1986)-  29 35 33.     (N)    082 20 21.     (W)     SCALED    
 DG4605* NAVD 88     -        22.628  (meters)      74.24   (feet)  ADJUSTED  
 DG4605  ___________________________________________________________________
 DG4605  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DG4605  DYNAMIC HT  -          22.597 (meters)      74.14  (feet)  COMP
 DG4605  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 DG4605
 DG4605  VERT ORDER  -  SECOND    CLASS I
 DG4605
 DG4605.The horizontal coordinates were scaled from a topographic map and have
 DG4605.an estimated accuracy of +/- 6 seconds.
 DG4605
 DG4605.The orthometric height was determined by differential leveling
 DG4605.and adjusted by the National Geodetic Survey in May 2004..
 DG4605
 DG4605.The geoid height was determined by GEOID03.
 DG4605
 DG4605.The dynamic height is computed by dividing the NAVD 88
 DG4605.geopotential number by the normal gravity value computed on the
 DG4605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4605.degrees latitude (g = 980.6199 gals.).
 DG4605
 DG4605.The modeled gravity was interpolated from observed gravity values.
 DG4605
 DG4605;                    North         East    Units  Estimated Accuracy
 DG4605;SPC FL N     -    67,660.      809,320.      MT  (+/- 180 meters Scaled)
 DG4605
 DG4605                          SUPERSEDED SURVEY CONTROL
 DG4605
 DG4605.No superseded survey control is available for this station.
 DG4605
 DG4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN703743(NAD 83)
 DG4605_MARKER: DD = SURVEY DISK
 DG4605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4605_STAMPING: 213 CMP 1965
 DG4605_MARK LOGO: DI    
 DG4605_PROJECTION: FLUSH
 DG4605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4605+STABILITY: SURFACE MOTION
 DG4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4605+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 DG4605
 DG4605  HISTORY     - Date     Condition        Report By
 DG4605  HISTORY     - 1965     MONUMENTED       DI
 DG4605  HISTORY     - 20021103 GOOD             FLDEP
 DG4605
 DG4605                          STATION DESCRIPTION
 DG4605
 DG4605'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4605'THE MARK IS ABOUT 4.5 MI SOUTH OF GAINESVILLE, IN SECTION 4, TOWNSHIP
 DG4605'10 SOUTH, RANGE 20
 DG4605'EAST.
 DG4605' 
 DG4605'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 DG4605'ROAD 331 ON THE
 DG4605'SOUTH SIDE OF GAINESVILLE, GO SOUTH ON U.S. HIGHWAY 441 FOR 1.55 MI TO
 DG4605'THE JUNCTION OF
 DG4605'SOUTHWEST 65TH PLACE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 DG4605'THE TOP OF A
 DG4605'10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.5
 DG4605'FT BELOW THE
 DG4605'LEVEL OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 441.
 DG4605' 
 DG4605'LOCATED 54.9 FT SOUTH OF A WOODEN POWER POLE NUMBERED CG37263, 47.7 FT
 DG4605'WEST OF THE
 DG4605'APPROXIMATE CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 441,
 DG4605'37.4 FT
 DG4605'SOUTH-SOUTHWEST OF A BURIED FIBER OPTIC CABLE WARNING POST NUMBER
 DG4605'04043, 34.0 FT NORTH
 DG4605'OF THE APPROXIMATE CENTERLINE OF SOUTHWEST 65TH PLACE, 5.0 FT
 DG4605'NORTH-NORTHEAST OF A
 DG4605'SOUTHERN BELL BURIED PHONE CABLE PEDESTAL NUMBER F6510 AND 1.1 FT EAST
 DG4605'OF A METAL
 DG4605'WITNESS POST.
 DG4605' 
 DG4605'NOTE ADDITIONAL STAMPING ELEV. 75 FT. ABOVE SEA.
 DG4605'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0111 ***********************************************************************
 AG0111  DESIGNATION -  213 FLHD
 AG0111  PID         -  AG0111
 AG0111  STATE/COUNTY-  FL/PINELLAS
 AG0111  USGS QUAD   -  CLEARWATER (1987)
 AG0111
 AG0111                         *CURRENT SURVEY CONTROL
 AG0111  ___________________________________________________________________
 AG0111* NAD 83(1986)-  27 53 01.     (N)    082 50 41.     (W)     SCALED    
 AG0111* NAVD 88     -         7.767  (meters)      25.48   (feet)  ADJUSTED  
 AG0111  ___________________________________________________________________
 AG0111  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0111  DYNAMIC HT  -           7.755 (meters)      25.44  (feet)  COMP
 AG0111  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AG0111
 AG0111  VERT ORDER  -  SECOND    CLASS I
 AG0111
 AG0111.The horizontal coordinates were scaled from a topographic map and have
 AG0111.an estimated accuracy of +/- 6 seconds.
 AG0111
 AG0111.The orthometric height was determined by differential leveling
 AG0111.and adjusted by the National Geodetic Survey in June 1991..
 AG0111
 AG0111.The geoid height was determined by GEOID03.
 AG0111
 AG0111.The dynamic height is computed by dividing the NAVD 88
 AG0111.geopotential number by the normal gravity value computed on the
 AG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0111.degrees latitude (g = 980.6199 gals.).
 AG0111
 AG0111.The modeled gravity was interpolated from observed gravity values.
 AG0111
 AG0111;                    North         East    Units  Estimated Accuracy
 AG0111;SPC FL W     -   393,600.      116,830.      MT  (+/- 180 meters Scaled)
 AG0111
 AG0111                          SUPERSEDED SURVEY CONTROL
 AG0111
 AG0111  NGVD 29 (??/??/92)    8.031  (m)           26.35   (f) ADJ UNCH    2 1
 AG0111
 AG0111.Superseded values are not recommended for survey control.
 AG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0111.See file dsdata.txt to determine how the superseded data were derived.
 AG0111
 AG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL184856(NAD 83)
 AG0111_MARKER: DD = SURVEY DISK
 AG0111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0111_STAMPING: 213
 AG0111_MARK LOGO: FLHD  
 AG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0111+STABILITY: SURFACE MOTION
 AG0111
 AG0111  HISTORY     - Date     Condition        Report By
 AG0111  HISTORY     - UNK      MONUMENTED       FLHD
 AG0111  HISTORY     - 1976     GOOD             FLDT
 AG0111  HISTORY     - 1982     GOOD             FLDNR
 AG0111  HISTORY     - 1989     GOOD             USPSQD
 AG0111
 AG0111                          STATION DESCRIPTION
 AG0111
 AG0111'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0111'AT INDIAN ROCKS BEACH.
 AG0111'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN ROCKS RD.
 AG0111'(S.R. 697) AND WALSINGHAM RD. (SR. 688), RUN WESTERLY ON
 AG0111'WALSINGHAM RD. FOR 0.95 MILE TO THE SW END OF INDIAN ROCKS
 AG0111'BRIDGE.  SET IN TOP OF THE SW WINGWALL.  SECTION 12, T 30S,
 AG0111'R 15E
 AG0111
 AG0111                          STATION RECOVERY (1982)
 AG0111
 AG0111'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0111'RECOVERED IN GOOD CONDITION.
 AG0111
 AG0111                          STATION RECOVERY (1989)
 AG0111
 AG0111'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0112 ***********************************************************************
 AG0112  DESIGNATION -  214 FLHD
 AG0112  PID         -  AG0112
 AG0112  STATE/COUNTY-  FL/PINELLAS
 AG0112  USGS QUAD   -  CLEARWATER (1987)
 AG0112
 AG0112                         *CURRENT SURVEY CONTROL
 AG0112  ___________________________________________________________________
 AG0112* NAD 83(1986)-  27 53 49.     (N)    082 49 41.     (W)     SCALED    
 AG0112* NAVD 88     -         1.737  (meters)       5.70   (feet)  ADJUSTED  
 AG0112  ___________________________________________________________________
 AG0112  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG0112  DYNAMIC HT  -           1.734 (meters)       5.69  (feet)  COMP
 AG0112  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AG0112
 AG0112  VERT ORDER  -  SECOND    CLASS II
 AG0112
 AG0112.The horizontal coordinates were scaled from a topographic map and have
 AG0112.an estimated accuracy of +/- 6 seconds.
 AG0112
 AG0112.The orthometric height was determined by differential leveling
 AG0112.and adjusted by the National Geodetic Survey in June 1991..
 AG0112
 AG0112.The geoid height was determined by GEOID03.
 AG0112
 AG0112.The dynamic height is computed by dividing the NAVD 88
 AG0112.geopotential number by the normal gravity value computed on the
 AG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0112.degrees latitude (g = 980.6199 gals.).
 AG0112
 AG0112.The modeled gravity was interpolated from observed gravity values.
 AG0112
 AG0112;                    North         East    Units  Estimated Accuracy
 AG0112;SPC FL W     -   395,070.      118,480.      MT  (+/- 180 meters Scaled)
 AG0112
 AG0112                          SUPERSEDED SURVEY CONTROL
 AG0112
 AG0112  NGVD 29 (??/??/92)    2.001  (m)            6.56   (f) ADJ UNCH    2 2
 AG0112
 AG0112.Superseded values are not recommended for survey control.
 AG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0112.See file dsdata.txt to determine how the superseded data were derived.
 AG0112
 AG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL200871(NAD 83)
 AG0112_MARKER: DD = SURVEY DISK
 AG0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0112_SP_SET: CULVERT
 AG0112_STAMPING: 214
 AG0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0112
 AG0112  HISTORY     - Date     Condition        Report By
 AG0112  HISTORY     - UNK      MONUMENTED       FLHD
 AG0112  HISTORY     - 1976     GOOD             FLDT
 AG0112
 AG0112                          STATION DESCRIPTION
 AG0112
 AG0112'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0112'AT LARGO.
 AG0112'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0112'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0112'INDIAN ROCKS RD. FOR 1.2 MILE.  STATION ON RIGHT, 22.5 FT. SW OF
 AG0112'THE CENTERLINE OF INDIAN ROCKS RD., 84.7 FT. S/SW OF THE CENTERLINE
 AG0112'OF OAK MANOR LANE, 19.2 FT. NE OF THE SOUTH END OF HEADWALL.
 AG0112'SET IN TOP OF THE CONCRETE HEADWALL.  SECTION 6, T 30S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0113 ***********************************************************************
 AG0113  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0113  DESIGNATION -  215 FLHD
 AG0113  PID         -  AG0113
 AG0113  STATE/COUNTY-  FL/PINELLAS
 AG0113  USGS QUAD   -  CLEARWATER (1987)
 AG0113
 AG0113                         *CURRENT SURVEY CONTROL
 AG0113  ___________________________________________________________________
 AG0113* NAD 83(1986)-  27 55 01.     (N)    082 49 41.     (W)     SCALED    
 AG0113* NAVD 88     -         3.672  (meters)      12.05   (feet)  ADJUSTED  
 AG0113  ___________________________________________________________________
 AG0113  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG0113  DYNAMIC HT  -           3.667 (meters)      12.03  (feet)  COMP
 AG0113  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 AG0113
 AG0113  VERT ORDER  -  SECOND    CLASS I
 AG0113
 AG0113.The horizontal coordinates were scaled from a topographic map and have
 AG0113.an estimated accuracy of +/- 6 seconds.
 AG0113
 AG0113.The orthometric height was determined by differential leveling
 AG0113.and adjusted by the National Geodetic Survey in June 1991..
 AG0113
 AG0113.This Tidal Bench Mark is designated as VM 6819
 AG0113.by the Center for Operational Oceanographic Products and Services.
 AG0113
 AG0113.The geoid height was determined by GEOID03.
 AG0113
 AG0113.The dynamic height is computed by dividing the NAVD 88
 AG0113.geopotential number by the normal gravity value computed on the
 AG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0113.degrees latitude (g = 980.6199 gals.).
 AG0113
 AG0113.The modeled gravity was interpolated from observed gravity values.
 AG0113
 AG0113;                    North         East    Units  Estimated Accuracy
 AG0113;SPC FL W     -   397,280.      118,490.      MT  (+/- 180 meters Scaled)
 AG0113
 AG0113                          SUPERSEDED SURVEY CONTROL
 AG0113
 AG0113  NGVD 29 (??/??/92)    3.936  (m)           12.91   (f) ADJ UNCH    2 1
 AG0113
 AG0113.Superseded values are not recommended for survey control.
 AG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0113.See file dsdata.txt to determine how the superseded data were derived.
 AG0113
 AG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201893(NAD 83)
 AG0113_MARKER: DD = SURVEY DISK
 AG0113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0113_STAMPING: 215
 AG0113_MARK LOGO: FLHD  
 AG0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0113+STABILITY: SURFACE MOTION
 AG0113
 AG0113  HISTORY     - Date     Condition        Report By
 AG0113  HISTORY     - UNK      MONUMENTED       FLHD
 AG0113  HISTORY     - 1976     GOOD             FLDT
 AG0113  HISTORY     - 1982     GOOD             FLDNR
 AG0113
 AG0113                          STATION DESCRIPTION
 AG0113
 AG0113'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0113'AT BELLEAIR BLUFFS.
 AG0113'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0113'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0113'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0113'DRIVE, TURN LEFT ON WEST BAY DRIVE AND RUN WESTERLY FOR 0.7 MILE
 AG0113'TO THE SE CORNER OF BELLEAIR CAUSEWAY BASCULE BRIDGE.  STATION
 AG0113'ON LEFT.  SET IN TOP OF BRIDGE WINGWALL.  SECTION 32, T 29 S,
 AG0113'R 15 E.
 AG0113
 AG0113                          STATION RECOVERY (1982)
 AG0113
 AG0113'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0114 ***********************************************************************
 AG0114  DESIGNATION -  216 FLHD
 AG0114  PID         -  AG0114
 AG0114  STATE/COUNTY-  FL/PINELLAS
 AG0114  USGS QUAD   -  CLEARWATER (1987)
 AG0114
 AG0114                         *CURRENT SURVEY CONTROL
 AG0114  ___________________________________________________________________
 AG0114* NAD 83(1986)-  27 55 01.     (N)    082 50 02.     (W)     SCALED    
 AG0114* NAVD 88     -         3.658  (meters)      12.00   (feet)  ADJUSTED  
 AG0114  ___________________________________________________________________
 AG0114  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG0114  DYNAMIC HT  -           3.653 (meters)      11.98  (feet)  COMP
 AG0114  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AG0114
 AG0114  VERT ORDER  -  SECOND    CLASS II
 AG0114
 AG0114.The horizontal coordinates were scaled from a topographic map and have
 AG0114.an estimated accuracy of +/- 6 seconds.
 AG0114
 AG0114.The orthometric height was determined by differential leveling
 AG0114.and adjusted by the National Geodetic Survey in June 1991..
 AG0114
 AG0114.The geoid height was determined by GEOID03.
 AG0114
 AG0114.The dynamic height is computed by dividing the NAVD 88
 AG0114.geopotential number by the normal gravity value computed on the
 AG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0114.degrees latitude (g = 980.6199 gals.).
 AG0114
 AG0114.The modeled gravity was interpolated from observed gravity values.
 AG0114
 AG0114;                    North         East    Units  Estimated Accuracy
 AG0114;SPC FL W     -   397,290.      117,920.      MT  (+/- 180 meters Scaled)
 AG0114
 AG0114                          SUPERSEDED SURVEY CONTROL
 AG0114
 AG0114  NGVD 29 (??/??/92)    3.921  (m)           12.86   (f) ADJ UNCH    2 2
 AG0114
 AG0114.Superseded values are not recommended for survey control.
 AG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0114.See file dsdata.txt to determine how the superseded data were derived.
 AG0114
 AG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL195893(NAD 83)
 AG0114_MARKER: DD = SURVEY DISK
 AG0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0114_SP_SET: BRIDGE
 AG0114_STAMPING: 216
 AG0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0114
 AG0114  HISTORY     - Date     Condition        Report By
 AG0114  HISTORY     - UNK      MONUMENTED       FLHD
 AG0114  HISTORY     - 1976     GOOD             FLDT
 AG0114  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0114
 AG0114                          STATION DESCRIPTION
 AG0114
 AG0114'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0114'AT BELLEAIR BEACH.
 AG0114'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0114'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN SOUTHERLY ON
 AG0114'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0114'DRIVE, TURN LEFT ON WEST BAY DRIVE, AND RUN WESTERLY FOR 1.0 MILE
 AG0114'TO THE SW CORNER OF BELLEAIR CAUSEWAY BASCULE BRIDGE.  STATION
 AG0114'ON LEFT.  SET IN TOP OF BRIDGE WINGWALL.  SECTION 31, T 29 S,
 AG0114'R 15 E.
 AG0114
 AG0114                          STATION RECOVERY (1983)
 AG0114
 AG0114'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7681 ***********************************************************************
 AG7681  DESIGNATION -  21.65 M CO
 AG7681  PID         -  AG7681
 AG7681  STATE/COUNTY-  FL/MANATEE
 AG7681  USGS QUAD   -  PARRISH (1987)
 AG7681
 AG7681                         *CURRENT SURVEY CONTROL
 AG7681  ___________________________________________________________________
 AG7681* NAD 83(1986)-  27 32 07.     (N)    082 25 36.     (W)     SCALED    
 AG7681* NAVD 88     -         6.318  (meters)      20.73   (feet)  ADJUSTED  
 AG7681  ___________________________________________________________________
 AG7681  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG7681  DYNAMIC HT  -           6.308 (meters)      20.70  (feet)  COMP
 AG7681  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 AG7681
 AG7681  VERT ORDER  -  SECOND    CLASS I
 AG7681
 AG7681.The horizontal coordinates were scaled from a topographic map and have
 AG7681.an estimated accuracy of +/- 6 seconds.
 AG7681
 AG7681.The orthometric height was determined by differential leveling
 AG7681.and adjusted by the National Geodetic Survey in June 1991..
 AG7681
 AG7681.The geoid height was determined by GEOID03.
 AG7681
 AG7681.The dynamic height is computed by dividing the NAVD 88
 AG7681.geopotential number by the normal gravity value computed on the
 AG7681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7681.degrees latitude (g = 980.6199 gals.).
 AG7681
 AG7681.The modeled gravity was interpolated from observed gravity values.
 AG7681
 AG7681;                    North         East    Units  Estimated Accuracy
 AG7681;SPC FL W     -   354,790.      157,860.      MT  (+/- 180 meters Scaled)
 AG7681
 AG7681                          SUPERSEDED SURVEY CONTROL
 AG7681
 AG7681.No superseded survey control is available for this station.
 AG7681
 AG7681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL591465(NAD 83)
 AG7681_MARKER: DB = BENCH MARK DISK
 AG7681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7681_SP_SET: CONCRETE POST
 AG7681_STAMPING: ELEV. 21.65
 AG7681_MARK LOGO: FL-081
 AG7681_PROJECTION: FLUSH
 AG7681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7681+STABILITY: SURFACE MOTION
 AG7681
 AG7681  HISTORY     - Date     Condition        Report By
 AG7681  HISTORY     - UNK      MONUMENTED       FL-081
 AG7681  HISTORY     - 1983     GOOD             FLDNR
 AG7681
 AG7681                          STATION DESCRIPTION
 AG7681
 AG7681'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7681'3.6 MI SOUTH FROM PARRISH.
 AG7681'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7681'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7681'2.4 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK IS NEAR THE
 AG7681'JUNCTION OF MULHOLLAND DRIVE, 41.6 FEET WEST OF THE CENTERLINE OF FORT
 AG7681'HAMER ROAD, 52 FEET NORTH OF THE CENTER OF A FENCE GATE, AND 15.5 FEET
 AG7681'NORTH OF ANCHOR POLE 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4722 ***********************************************************************
 AJ4722  DESIGNATION -  217
 AJ4722  PID         -  AJ4722
 AJ4722  STATE/COUNTY-  FL/ST JOHNS
 AJ4722  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AJ4722
 AJ4722                         *CURRENT SURVEY CONTROL
 AJ4722  ___________________________________________________________________
 AJ4722* NAD 83(1986)-  29 51 30.     (N)    081 15 55.     (W)     SCALED    
 AJ4722* NAVD 88     -         3.122  (meters)      10.24   (feet)  ADJUSTED  
 AJ4722  ___________________________________________________________________
 AJ4722  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AJ4722  DYNAMIC HT  -           3.117 (meters)      10.23  (feet)  COMP
 AJ4722  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 AJ4722
 AJ4722  VERT ORDER  -  SECOND    CLASS I
 AJ4722
 AJ4722.The horizontal coordinates were scaled from a topographic map and have
 AJ4722.an estimated accuracy of +/- 6 seconds.
 AJ4722
 AJ4722.The orthometric height was determined by differential leveling
 AJ4722.and adjusted by the National Geodetic Survey in April 2002..
 AJ4722
 AJ4722.The geoid height was determined by GEOID03.
 AJ4722
 AJ4722.The dynamic height is computed by dividing the NAVD 88
 AJ4722.geopotential number by the normal gravity value computed on the
 AJ4722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4722.degrees latitude (g = 980.6199 gals.).
 AJ4722
 AJ4722.The modeled gravity was interpolated from observed gravity values.
 AJ4722
 AJ4722;                    North         East    Units  Estimated Accuracy
 AJ4722;SPC FL E     -   612,190.      174,370.      MT  (+/- 180 meters Scaled)
 AJ4722
 AJ4722                          SUPERSEDED SURVEY CONTROL
 AJ4722
 AJ4722.No superseded survey control is available for this station.
 AJ4722
 AJ4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP743031(NAD 83)
 AJ4722_MARKER: DB = BENCH MARK DISK
 AJ4722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4722_SP_SET: SEAWALL
 AJ4722_STAMPING: 217 60.5 1948
 AJ4722_MARK LOGO: USE   
 AJ4722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4722
 AJ4722  HISTORY     - Date     Condition        Report By
 AJ4722  HISTORY     - 1948     MONUMENTED       USE
 AJ4722  HISTORY     - 1987     GOOD             FLDNR
 AJ4722
 AJ4722                          STATION DESCRIPTION
 AJ4722
 AJ4722'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4722'THE MARK IS LOCATED ABOUT 300 FEET NORTH OF THE NORTHWEST END OF THE
 AJ4722'ST. JOHNS COUNTY FISHING PIER AT ST. AUGUSTINE BEACH.  THE MARK IS SET
 AJ4722'IN THE TOP OF THE NORTHEAST CORNER OF A LARGE SEAWALL.  THE MARK BEARS
 AJ4722'1.3 FEET WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE SEAWALL AND
 AJ4722'82.5 FEET EAST OF THE SOUTHWEST INSIDE CORNER OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6115 ***********************************************************************
 AJ6115  DESIGNATION -  217
 AJ6115  PID         -  AJ6115
 AJ6115  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6115  USGS QUAD   -  TAYLOR CREEK NE (1971)
 AJ6115
 AJ6115                         *CURRENT SURVEY CONTROL
 AJ6115  ___________________________________________________________________
 AJ6115* NAD 83(1986)-  27 24 18.     (N)    080 48 52.     (W)     SCALED    
 AJ6115* NAVD 88     -        18.807  (meters)      61.70   (feet)  ADJUSTED  
 AJ6115  ___________________________________________________________________
 AJ6115  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AJ6115  DYNAMIC HT  -          18.778 (meters)      61.61  (feet)  COMP
 AJ6115  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 AJ6115
 AJ6115  VERT ORDER  -  SECOND    CLASS I
 AJ6115
 AJ6115.The horizontal coordinates were scaled from a topographic map and have
 AJ6115.an estimated accuracy of +/- 6 seconds.
 AJ6115
 AJ6115.The orthometric height was determined by differential leveling
 AJ6115.and adjusted by the National Geodetic Survey in January 2002..
 AJ6115
 AJ6115.The geoid height was determined by GEOID03.
 AJ6115
 AJ6115.The dynamic height is computed by dividing the NAVD 88
 AJ6115.geopotential number by the normal gravity value computed on the
 AJ6115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6115.degrees latitude (g = 980.6199 gals.).
 AJ6115
 AJ6115.The modeled gravity was interpolated from observed gravity values.
 AJ6115
 AJ6115;                    North         East    Units  Estimated Accuracy
 AJ6115;SPC FL E     -   340,290.      218,350.      MT  (+/- 180 meters Scaled)
 AJ6115
 AJ6115                          SUPERSEDED SURVEY CONTROL
 AJ6115
 AJ6115.No superseded survey control is available for this station.
 AJ6115
 AJ6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL183313(NAD 83)
 AJ6115_MARKER: DD = SURVEY DISK
 AJ6115_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ6115_STAMPING: BM 217
 AJ6115_MARK LOGO: FLDT  
 AJ6115_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6115+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2000
 AJ6115
 AJ6115  HISTORY     - Date     Condition        Report By
 AJ6115  HISTORY     - UNK      MONUMENTED       FLDT
 AJ6115  HISTORY     - 20001103 GOOD             FLDEP
 AJ6115
 AJ6115                          STATION DESCRIPTION
 AJ6115
 AJ6115'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6115'THE MARK IS ABOUT 11.3 MI (18.2 KM) NORTH OF OKEECHOBEE, 7.3 MI (11.7
 AJ6115'KM) SOUTH OF FORT DRUM ON U.S.  HIGHWAY 441, IN SECTION 22, TOWNSHIP
 AJ6115'35 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AJ6115'U.S.  HIGHWAY 441 (PARROTT STREET) AND STATE ROAD 70 (PARK STREET) IN
 AJ6115'OKEECHOBEE, GO NORTH ON U.S.  HIGHWAY 441 (PARROTT STREET) FOR 11.3 MI
 AJ6115'(18.2 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED
 AJ6115'CONCRETE POST RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND
 AJ6115'AND BELOW THE LEVEL OF U.S.  HIGHWAY 441. LOCATED 96.0 FT (29.3 M)
 AJ6115'EAST OF THE CENTERLINE OF U.S.  HIGHWAY 441, 4.3 FT (1.3 M) SOUTH OF
 AJ6115'THE SOUTHEAST CORNER OF A 18.0 FT (5.5 M) X 21.0 FT (6.4 M) 8-FOOT
 AJ6115'TALL CHAINLINK FENCED AREA WITH TW0 POWER POLE WITH TWO GUY WIRES
 AJ6115'ATTACHED AND 1.1 FT (0.3 M) WEST OF A FLDOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8324 ***********************************************************************
 AG8324  DESIGNATION -  217 A
 AG8324  PID         -  AG8324
 AG8324  STATE/COUNTY-  FL/SARASOTA
 AG8324  USGS QUAD   -  BEE RIDGE (1987)
 AG8324
 AG8324                         *CURRENT SURVEY CONTROL
 AG8324  ___________________________________________________________________
 AG8324* NAD 83(1986)-  27 20 18.     (N)    082 24 58.     (W)     SCALED    
 AG8324* NAVD 88     -        10.379  (meters)      34.05   (feet)  ADJUSTED  
 AG8324  ___________________________________________________________________
 AG8324  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG8324  DYNAMIC HT  -          10.363 (meters)      34.00  (feet)  COMP
 AG8324  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AG8324
 AG8324  VERT ORDER  -  SECOND    CLASS II
 AG8324
 AG8324.The horizontal coordinates were scaled from a topographic map and have
 AG8324.an estimated accuracy of +/- 6 seconds.
 AG8324
 AG8324.The orthometric height was determined by differential leveling
 AG8324.and adjusted by the National Geodetic Survey in June 1991..
 AG8324
 AG8324.The geoid height was determined by GEOID03.
 AG8324
 AG8324.The dynamic height is computed by dividing the NAVD 88
 AG8324.geopotential number by the normal gravity value computed on the
 AG8324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG8324.degrees latitude (g = 980.6199 gals.).
 AG8324
 AG8324.The modeled gravity was interpolated from observed gravity values.
 AG8324
 AG8324;                    North         East    Units  Estimated Accuracy
 AG8324;SPC FL W     -   332,960.      158,830.      MT  (+/- 180 meters Scaled)
 AG8324
 AG8324                          SUPERSEDED SURVEY CONTROL
 AG8324
 AG8324  NGVD 29 (09/01/92)   10.685  (m)           35.06   (f) ADJUSTED    2 2
 AG8324
 AG8324.Superseded values are not recommended for survey control.
 AG8324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8324.See file dsdata.txt to determine how the superseded data were derived.
 AG8324
 AG8324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL599247(NAD 83)
 AG8324_MARKER: DD = SURVEY DISK
 AG8324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8324_SP_SET: CONCRETE POST
 AG8324_STAMPING: 217 A 35.15
 AG8324_MARK LOGO: FL-115
 AG8324_PROJECTION: PROJECTING 15 CENTIMETERS
 AG8324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8324+STABILITY: SURFACE MOTION
 AG8324
 AG8324  HISTORY     - Date     Condition        Report By
 AG8324  HISTORY     - UNK      MONUMENTED       FL-115
 AG8324  HISTORY     - 1983     GOOD             FLDT
 AG8324  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG8324
 AG8324                          STATION DESCRIPTION
 AG8324
 AG8324'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG8324'5.0 MI EAST FROM SARASOTA.
 AG8324'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 780, ABOUT
 AG8324'3.0 MILES EAST OF SARASOTA, GO EAST ALONG STATE ROAD 780 FOR 2.0 MILES
 AG8324'TO THE INTERSECTION OF TATUM ROAD AND THE MARK.  IT IS A SARASOTA
 AG8324'COUNTY ENGINEERING DEPARTMENT DISK SET IN THE TOP OF A 6X6 INCH SQUARE
 AG8324'CONCRETE POST, 61.5 FEET SOUTH OF THE CENTER OF STATE ROAD 780, 24.5
 AG8324'FEET WEST OF THE CENTER OF TATUM ROAD AND 2.5 FEET NORTH OF A
 AG8324'TELEPHONE POLE.
 AG8324
 AG8324                          STATION RECOVERY (2002)
 AG8324
 AG8324'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG8324'FOUND POST BURIED AND BROKEN OFF TOP AND DISK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0115 ***********************************************************************
 AG0115  DESIGNATION -  217 C OF SP
 AG0115  PID         -  AG0115
 AG0115  STATE/COUNTY-  FL/PINELLAS
 AG0115  USGS QUAD   -  ST PETERSBURG (1987)
 AG0115
 AG0115                         *CURRENT SURVEY CONTROL
 AG0115  ___________________________________________________________________
 AG0115* NAD 83(1986)-  27 46 01.     (N)    082 44 23.     (W)     SCALED    
 AG0115* NAVD 88     -         1.728  (meters)       5.67   (feet)  ADJUSTED  
 AG0115  ___________________________________________________________________
 AG0115  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG0115  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 AG0115  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AG0115
 AG0115  VERT ORDER  -  SECOND    CLASS II
 AG0115
 AG0115.The horizontal coordinates were scaled from a topographic map and have
 AG0115.an estimated accuracy of +/- 6 seconds.
 AG0115
 AG0115.The orthometric height was determined by differential leveling
 AG0115.and adjusted by the National Geodetic Survey in June 1991..
 AG0115
 AG0115.The geoid height was determined by GEOID03.
 AG0115
 AG0115.The dynamic height is computed by dividing the NAVD 88
 AG0115.geopotential number by the normal gravity value computed on the
 AG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0115.degrees latitude (g = 980.6199 gals.).
 AG0115
 AG0115.The modeled gravity was interpolated from observed gravity values.
 AG0115
 AG0115;                    North         East    Units  Estimated Accuracy
 AG0115;SPC FL W     -   380,600.      127,090.      MT  (+/- 180 meters Scaled)
 AG0115
 AG0115                          SUPERSEDED SURVEY CONTROL
 AG0115
 AG0115  NGVD 29 (??/??/92)    2.001  (m)            6.56   (f) ADJ UNCH    2 2
 AG0115
 AG0115.Superseded values are not recommended for survey control.
 AG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0115.See file dsdata.txt to determine how the superseded data were derived.
 AG0115
 AG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285725(NAD 83)
 AG0115_MARKER: DD = SURVEY DISK
 AG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0115+STABILITY: SURFACE MOTION
 AG0115
 AG0115  HISTORY     - Date     Condition        Report By
 AG0115  HISTORY     - UNK      MONUMENTED       FL2730
 AG0115  HISTORY     - 1976     GOOD             FLDT
 AG0115  HISTORY     - 1977     GOOD             FL-103
 AG0115  HISTORY     - 19980129 GOOD             USPSQD
 AG0115
 AG0115                          STATION DESCRIPTION
 AG0115
 AG0115'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0115'AT ST PETERSBURG.
 AG0115'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVENUE (A19A/S.R.
 AG0115'690) AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0115'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 1.65 MILE TO THE
 AG0115'INTERSECTION OF SUNSET DRIVE SOUTH, TURN LEFT ON SUNSET DRIVE SOUTH
 AG0115'AND RUN EASTERLY FOR 0.45 MILE TO THE JUNCTION OF VILLAGRANDE
 AG0115'AVENUE S., CONTINUE NORTHERLY ON VILLAGRANDE AVENUE S. FOR 0.25
 AG0115'MILE TO THE INTERSECTION OF PARK STREET S.  STATION ON LEFT, SW
 AG0115'CORNER OF INTERSECTION, 48.0 FT. NW OF THE CENTERLINE OF VILLAGRANDE
 AG0115'AVENUE S., 37.8 FT. SW OF THE CENTERLINE OF PARK STREET S., 34.0
 AG0115'FT. E/NE OF A 24 INCH PINE TREE, 15.0 FT. NORTH OF A 10 INCH
 AG0115'PALM TREE.  SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES ABOVE
 AG0115'THE GROUND.  SECTION 19, T 31S, R 16E.
 AG0115
 AG0115                          STATION RECOVERY (1977)
 AG0115
 AG0115'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0115'RECOVERED IN GOOD CONDITION.
 AG0115
 AG0115                          STATION RECOVERY (1998)
 AG0115
 AG0115'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0116 ***********************************************************************
 AG0116  DESIGNATION -  217 FLHD
 AG0116  PID         -  AG0116
 AG0116  STATE/COUNTY-  FL/PINELLAS
 AG0116  USGS QUAD   -  CLEARWATER (1987)
 AG0116
 AG0116                         *CURRENT SURVEY CONTROL
 AG0116  ___________________________________________________________________
 AG0116* NAD 83(1986)-  27 55 01.     (N)    082 50 29.     (W)     SCALED    
 AG0116* NAVD 88     -         3.507  (meters)      11.51   (feet)  ADJUSTED  
 AG0116  ___________________________________________________________________
 AG0116  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0116  DYNAMIC HT  -           3.502 (meters)      11.49  (feet)  COMP
 AG0116  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AG0116
 AG0116  VERT ORDER  -  SECOND    CLASS II
 AG0116
 AG0116.The horizontal coordinates were scaled from a topographic map and have
 AG0116.an estimated accuracy of +/- 6 seconds.
 AG0116
 AG0116.The orthometric height was determined by differential leveling
 AG0116.and adjusted by the National Geodetic Survey in June 1991..
 AG0116
 AG0116.The geoid height was determined by GEOID03.
 AG0116
 AG0116.The dynamic height is computed by dividing the NAVD 88
 AG0116.geopotential number by the normal gravity value computed on the
 AG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0116.degrees latitude (g = 980.6199 gals.).
 AG0116
 AG0116.The modeled gravity was interpolated from observed gravity values.
 AG0116
 AG0116;                    North         East    Units  Estimated Accuracy
 AG0116;SPC FL W     -   397,290.      117,180.      MT  (+/- 180 meters Scaled)
 AG0116
 AG0116                          SUPERSEDED SURVEY CONTROL
 AG0116
 AG0116  NGVD 29 (??/??/92)    3.771  (m)           12.37   (f) ADJ UNCH    2 2
 AG0116
 AG0116.Superseded values are not recommended for survey control.
 AG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0116.See file dsdata.txt to determine how the superseded data were derived.
 AG0116
 AG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL187893(NAD 83)
 AG0116_MARKER: DD = SURVEY DISK
 AG0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0116_SP_SET: SIDEWALK
 AG0116_STAMPING: 217
 AG0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0116
 AG0116  HISTORY     - Date     Condition        Report By
 AG0116  HISTORY     - UNK      MONUMENTED       FLHD
 AG0116  HISTORY     - 1976     GOOD             FLDT
 AG0116  HISTORY     - 1983     GOOD             USPSQD
 AG0116
 AG0116                          STATION DESCRIPTION
 AG0116
 AG0116'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0116'AT BELLEAIR BEACH.
 AG0116'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0116'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0116'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0116'DRIVE, TURN LEFT ON WEST BAY DRIVE, AND RUN WESTERLY FOR 1.40
 AG0116'MILE TO THE NE CORNER OF BRIDGE.  STATION ON RIGHT.  SET IN TOP
 AG0116'OF THE CONCRETE SIDEWALK.  SECTION 31, T 29 S, R 15 E.
 AG0116
 AG0116                          STATION RECOVERY (1983)
 AG0116
 AG0116'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0117 ***********************************************************************
 AG0117  DESIGNATION -  218 FLHD
 AG0117  PID         -  AG0117
 AG0117  STATE/COUNTY-  FL/PINELLAS
 AG0117  USGS QUAD   -  CLEARWATER (1987)
 AG0117
 AG0117                         *CURRENT SURVEY CONTROL
 AG0117  ___________________________________________________________________
 AG0117* NAD 83(1986)-  27 55 01.     (N)    082 50 29.     (W)     SCALED    
 AG0117* NAVD 88     -         3.743  (meters)      12.28   (feet)  ADJUSTED  
 AG0117  ___________________________________________________________________
 AG0117  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0117  DYNAMIC HT  -           3.737 (meters)      12.26  (feet)  COMP
 AG0117  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AG0117
 AG0117  VERT ORDER  -  SECOND    CLASS II
 AG0117
 AG0117.The horizontal coordinates were scaled from a topographic map and have
 AG0117.an estimated accuracy of +/- 6 seconds.
 AG0117
 AG0117.The orthometric height was determined by differential leveling
 AG0117.and adjusted by the National Geodetic Survey in June 1991..
 AG0117
 AG0117.The geoid height was determined by GEOID03.
 AG0117
 AG0117.The dynamic height is computed by dividing the NAVD 88
 AG0117.geopotential number by the normal gravity value computed on the
 AG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0117.degrees latitude (g = 980.6199 gals.).
 AG0117
 AG0117.The modeled gravity was interpolated from observed gravity values.
 AG0117
 AG0117;                    North         East    Units  Estimated Accuracy
 AG0117;SPC FL W     -   397,290.      117,180.      MT  (+/- 180 meters Scaled)
 AG0117
 AG0117                          SUPERSEDED SURVEY CONTROL
 AG0117
 AG0117  NGVD 29 (??/??/92)    4.006  (m)           13.14   (f) ADJ UNCH    2 2
 AG0117
 AG0117.Superseded values are not recommended for survey control.
 AG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0117.See file dsdata.txt to determine how the superseded data were derived.
 AG0117
 AG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL187893(NAD 83)
 AG0117_MARKER: DD = SURVEY DISK
 AG0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0117_SP_SET: SIDEWALK
 AG0117_STAMPING: 218
 AG0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0117
 AG0117  HISTORY     - Date     Condition        Report By
 AG0117  HISTORY     - UNK      MONUMENTED       FLHD
 AG0117  HISTORY     - 1976     GOOD             FLDT
 AG0117  HISTORY     - 1983     GOOD             USPSQD
 AG0117
 AG0117                          STATION DESCRIPTION
 AG0117
 AG0117'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0117'AT BELLEAIR BEACH.
 AG0117'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0117'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0117'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0117'DRIVE, TURN LEFT ON WEST BAY DRIVE AND RUN WESTERLY FOR 1.45 MILE
 AG0117'TO THE SW CORNER OF BRIDGE.  STATION ON LEFT.  SET IN TOP OF
 AG0117'CONCRETE SIDEWALK.  SECTION 31, T 29 S, R 15 E.
 AG0117
 AG0117                          STATION RECOVERY (1983)
 AG0117
 AG0117'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8325 ***********************************************************************
 AG8325  DESIGNATION -  219
 AG8325  PID         -  AG8325
 AG8325  STATE/COUNTY-  FL/SARASOTA
 AG8325  USGS QUAD   -  BEE RIDGE (1987)
 AG8325
 AG8325                         *CURRENT SURVEY CONTROL
 AG8325  ___________________________________________________________________
 AG8325* NAD 83(1986)-  27 20 17.     (N)    082 24 36.     (W)     SCALED    
 AG8325* NAVD 88     -        10.531  (meters)      34.55   (feet)  ADJUSTED  
 AG8325  ___________________________________________________________________
 AG8325  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG8325  DYNAMIC HT  -          10.515 (meters)      34.50  (feet)  COMP
 AG8325  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 AG8325
 AG8325  VERT ORDER  -  SECOND    CLASS II
 AG8325
 AG8325.The horizontal coordinates were scaled from a topographic map and have
 AG8325.an estimated accuracy of +/- 6 seconds.
 AG8325
 AG8325.The orthometric height was determined by differential leveling
 AG8325.and adjusted by the National Geodetic Survey in June 1991..
 AG8325
 AG8325.The geoid height was determined by GEOID03.
 AG8325
 AG8325.The dynamic height is computed by dividing the NAVD 88
 AG8325.geopotential number by the normal gravity value computed on the
 AG8325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG8325.degrees latitude (g = 980.6199 gals.).
 AG8325
 AG8325.The modeled gravity was interpolated from observed gravity values.
 AG8325
 AG8325;                    North         East    Units  Estimated Accuracy
 AG8325;SPC FL W     -   332,930.      159,430.      MT  (+/- 180 meters Scaled)
 AG8325
 AG8325                          SUPERSEDED SURVEY CONTROL
 AG8325
 AG8325  NGVD 29 (09/01/92)   10.836  (m)           35.55   (f) ADJUSTED    2 2
 AG8325
 AG8325.Superseded values are not recommended for survey control.
 AG8325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8325.See file dsdata.txt to determine how the superseded data were derived.
 AG8325
 AG8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL605246(NAD 83)
 AG8325_MARKER: DD = SURVEY DISK
 AG8325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8325_SP_SET: CONCRETE POST
 AG8325_STAMPING: NO 219 35.53
 AG8325_MARK LOGO: FL-115
 AG8325_PROJECTION: FLUSH
 AG8325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8325+STABILITY: SURFACE MOTION
 AG8325
 AG8325  HISTORY     - Date     Condition        Report By
 AG8325  HISTORY     - UNK      MONUMENTED       FL-115
 AG8325  HISTORY     - 1983     GOOD             FLDT
 AG8325  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG8325
 AG8325                          STATION DESCRIPTION
 AG8325
 AG8325'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG8325'5.4 MI EAST FROM SARASOTA.
 AG8325'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 780, ABOUT
 AG8325'3.0 MILES EAST OF SARASOTA, GO EAST ALONG STATE ROAD 780 FOR 2.4 MILES
 AG8325'TO THE DRIVEWAY LEADING SOUTH TO LAZY S RANCH AND THE MARK.  IT IS A
 AG8325'SARASOTA COUNTY ENGINEERING DEPARTMENT DISK SET IN THE TOP OF A 6X6
 AG8325'INCH SQUARE CONCRETE POST, 97.0 FEET EAST OF THE CENTER OF THE
 AG8325'DRIVEWAY LEADING SOUTH, 33.0 FEET SOUTH OF THE CENTER OF STATE ROAD
 AG8325'780 AND 1.0 FOOT NORTHWEST OF A FENCE CORNER POST.
 AG8325
 AG8325                          STATION RECOVERY (2002)
 AG8325
 AG8325'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG8325'NO WITNESS POST OR OTHER ABOVE GROUND ITEMS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0054 ***********************************************************************
 AL0054  DESIGNATION -  219 FLHD
 AL0054  PID         -  AL0054
 AL0054  STATE/COUNTY-  FL/PINELLAS
 AL0054  USGS QUAD   -  ELFERS (1987)
 AL0054
 AL0054                         *CURRENT SURVEY CONTROL
 AL0054  ___________________________________________________________________
 AL0054* NAD 83(1986)-  28 10 07.     (N)    082 44 23.     (W)     SCALED    
 AL0054* NAVD 88     -         4.704  (meters)      15.43   (feet)  ADJUSTED  
 AL0054  ___________________________________________________________________
 AL0054  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0054  DYNAMIC HT  -           4.698 (meters)      15.41  (feet)  COMP
 AL0054  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 AL0054
 AL0054  VERT ORDER  -  SECOND    CLASS II
 AL0054
 AL0054.The horizontal coordinates were scaled from a topographic map and have
 AL0054.an estimated accuracy of +/- 6 seconds.
 AL0054
 AL0054.The orthometric height was determined by differential leveling
 AL0054.and adjusted by the National Geodetic Survey in June 1991..
 AL0054
 AL0054.The geoid height was determined by GEOID03.
 AL0054
 AL0054.The dynamic height is computed by dividing the NAVD 88
 AL0054.geopotential number by the normal gravity value computed on the
 AL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0054.degrees latitude (g = 980.6199 gals.).
 AL0054
 AL0054.The modeled gravity was interpolated from observed gravity values.
 AL0054
 AL0054;                    North         East    Units  Estimated Accuracy
 AL0054;SPC FL W     -   425,120.      127,360.      MT  (+/- 180 meters Scaled)
 AL0054
 AL0054                          SUPERSEDED SURVEY CONTROL
 AL0054
 AL0054  NGVD 29 (??/??/92)    4.963  (m)           16.28   (f) ADJ UNCH    2 2
 AL0054
 AL0054.Superseded values are not recommended for survey control.
 AL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0054.See file dsdata.txt to determine how the superseded data were derived.
 AL0054
 AL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291171(NAD 83)
 AL0054_MARKER: DD = SURVEY DISK
 AL0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0054_SP_SET: HEADWALL
 AL0054_STAMPING: 219
 AL0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0054
 AL0054  HISTORY     - Date     Condition        Report By
 AL0054  HISTORY     - UNK      MONUMENTED       FLHD
 AL0054  HISTORY     - 1976     GOOD             FLDT
 AL0054  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0054  HISTORY     - 1990     GOOD             USPSQD
 AL0054
 AL0054                          STATION DESCRIPTION
 AL0054
 AL0054'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0054'AT TARPON SPRINGS.
 AL0054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0054'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.05 MILE.  STATION ON
 AL0054'RIGHT, 74.7 FT. WEST OF THE CENTERLINE OF U.S. 19, 42.5 FT. SE
 AL0054'OF POWER POLE, NUMBER 12A-6504-R.  SET IN TOP OF CONCRETE
 AL0054'HEADWALL.  SECTION 6, T 27 S, R 16 E.
 AL0054
 AL0054                          STATION RECOVERY (1984)
 AL0054
 AL0054'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0054'MARK NOT FOUND.
 AL0054
 AL0054                          STATION RECOVERY (1990)
 AL0054
 AL0054'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3374 ***********************************************************************
 AF3374  DESIGNATION -  22
 AF3374  PID         -  AF3374
 AF3374  STATE/COUNTY-  FL/INDIAN RIVER
 AF3374  USGS QUAD   -  VERO BEACH (1983)
 AF3374
 AF3374                         *CURRENT SURVEY CONTROL
 AF3374  ___________________________________________________________________
 AF3374* NAD 83(1986)-  27 38 18.     (N)    080 24 48.     (W)     SCALED    
 AF3374* NAVD 88     -         6.223  (meters)      20.42   (feet)  POSTED    
 AF3374  ___________________________________________________________________
 AF3374  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF3374  DYNAMIC HT  -           6.210 (meters)      20.37  (feet)  COMP
 AF3374  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 AF3374
 AF3374  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AF3374
 AF3374.The horizontal coordinates were scaled from a topographic map and have
 AF3374.an estimated accuracy of +/- 6 seconds.
 AF3374
 AF3374.The orthometric height was determined by differential leveling
 AF3374.and adjusted by the National Geodetic Survey in 1992..
 AF3374.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AF3374.rate greater than 8.0 mm/km.
 AF3374
 AF3374.The geoid height was determined by GEOID03.
 AF3374
 AF3374.The dynamic height is computed by dividing the NAVD 88
 AF3374.geopotential number by the normal gravity value computed on the
 AF3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3374.degrees latitude (g = 980.6199 gals.).
 AF3374
 AF3374.The modeled gravity was interpolated from observed gravity values.
 AF3374
 AF3374;                    North         East    Units  Estimated Accuracy
 AF3374;SPC FL E     -   366,270.      257,890.      MT  (+/- 180 meters Scaled)
 AF3374
 AF3374                          SUPERSEDED SURVEY CONTROL
 AF3374
 AF3374  NGVD 29 (??/??/92)    6.64   (m)           21.8    (f) COMPUTED    2 0
 AF3374
 AF3374.Superseded values are not recommended for survey control.
 AF3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3374.See file dsdata.txt to determine how the superseded data were derived.
 AF3374
 AF3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL578572(NAD 83)
 AF3374_MARKER: DD = SURVEY DISK
 AF3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3374+STABILITY: SURFACE MOTION
 AF3374
 AF3374  HISTORY     - Date     Condition        Report By
 AF3374  HISTORY     - UNK      MONUMENTED       FLGS
 AF3374  HISTORY     - 1945     GOOD             NGS
 AF3374  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3374  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3374  HISTORY     - 19971016 MARK NOT FOUND   USPSQD
 AF3374
 AF3374                          STATION DESCRIPTION
 AF3374
 AF3374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AF3374'AT VERO BEACH.
 AF3374'1 MILE WEST ALONG STATE HIGHWAY 60 FROM THE CITY HALL AT VERO
 AF3374'BEACH, INDIAN RIVER COUNTY, 25 FEET NORTH OF THE CENTERLINE
 AF3374'OF THE HIGHWAY, 10 FEET WEST OF A HYDRANT, 6 FEET EAST OF A ROW
 AF3374'OF POLES RUNNING NORTH AND SOUTH, AND IN LINE WITH A ROW OF POLES
 AF3374'RUNNING EAST AND WEST.  A STATE SURVEY DISK, SET IN THE TOP OF A
 AF3374'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- MARK
 AF3374'PROBABLY COVERED WHEN A NEW PAVED STREET WAS BUILT.
 AF3374
 AF3374                          STATION RECOVERY (1989)
 AF3374
 AF3374'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3374'MARK NOT FOUND.
 AF3374
 AF3374                          STATION RECOVERY (1996)
 AF3374
 AF3374'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3374'MARK NOT FOUND.
 AF3374
 AF3374                          STATION RECOVERY (1997)
 AF3374
 AF3374'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF3374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1540 ***********************************************************************
 AQ1540  DESIGNATION -  22 CMP
 AQ1540  PID         -  AQ1540
 AQ1540  STATE/COUNTY-  FL/PUTNAM
 AQ1540  USGS QUAD   -  WELAKA (1994)
 AQ1540
 AQ1540                         *CURRENT SURVEY CONTROL
 AQ1540  ___________________________________________________________________
 AQ1540* NAD 83(1986)-  29 25 38.     (N)    081 38 36.     (W)     SCALED    
 AQ1540* NAVD 88     -         7.732  (meters)      25.37   (feet)  ADJUSTED  
 AQ1540  ___________________________________________________________________
 AQ1540  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AQ1540  DYNAMIC HT  -           7.721 (meters)      25.33  (feet)  COMP
 AQ1540  MODELED GRAV-     979,269.4   (mgal)                       NAVD 88
 AQ1540
 AQ1540  VERT ORDER  -  SECOND    CLASS I
 AQ1540
 AQ1540.The horizontal coordinates were scaled from a topographic map and have
 AQ1540.an estimated accuracy of +/- 6 seconds.
 AQ1540
 AQ1540.The orthometric height was determined by differential leveling
 AQ1540.and adjusted by the National Geodetic Survey in June 1991..
 AQ1540
 AQ1540.The geoid height was determined by GEOID03.
 AQ1540
 AQ1540.The dynamic height is computed by dividing the NAVD 88
 AQ1540.geopotential number by the normal gravity value computed on the
 AQ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1540.degrees latitude (g = 980.6199 gals.).
 AQ1540
 AQ1540.The modeled gravity was interpolated from observed gravity values.
 AQ1540
 AQ1540;                    North         East    Units  Estimated Accuracy
 AQ1540;SPC FL E     -   564,550.      137,580.      MT  (+/- 180 meters Scaled)
 AQ1540
 AQ1540                          SUPERSEDED SURVEY CONTROL
 AQ1540
 AQ1540  NGVD 29 (09/01/92)    8.015  (m)           26.30   (f) ADJUSTED    2 1
 AQ1540
 AQ1540.Superseded values are not recommended for survey control.
 AQ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1540.See file dsdata.txt to determine how the superseded data were derived.
 AQ1540
 AQ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN375554(NAD 83)
 AQ1540_MARKER: DB = BENCH MARK DISK
 AQ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1540_SP_SET: CONCRETE POST
 AQ1540_STAMPING: 22 CMP 1969
 AQ1540_MARK LOGO: USGS  
 AQ1540_PROJECTION: RECESSED 3 CENTIMETERS
 AQ1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1540+STABILITY: SURFACE MOTION
 AQ1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1540+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 AQ1540
 AQ1540  HISTORY     - Date     Condition        Report By
 AQ1540  HISTORY     - 1969     MONUMENTED       USGS
 AQ1540  HISTORY     - 1975     GOOD             FLDNR
 AQ1540  HISTORY     - 1985     GOOD             FLDNR
 AQ1540  HISTORY     - 19930914 GOOD             FLDEP
 AQ1540
 AQ1540                          STATION DESCRIPTION
 AQ1540
 AQ1540'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1540'AT FRUITLAND.
 AQ1540'AT FRUITLAND, 28 FEET NORTH AND 33 FEET EAST OF INTERSECTION
 AQ1540'OF STATE HIGHWAYS 309 AND 309, 3 FEET WEST OF POWER POLE,
 AQ1540'STANDARD TABLET STAMPED 22 CMP 1969.
 AQ1540
 AQ1540                          STATION RECOVERY (1985)
 AQ1540
 AQ1540'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1540'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1540'JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN WELAKA, GO
 AQ1540'4.2 MILES SOUTH ON C-309 TO THE MARK.  THE MARK BEARS 30.2 FEET NORTH
 AQ1540'OF THE CENTERLINE OF C-308, 34 FEET EAST OF THE CENTERLINE OF C-309,
 AQ1540'4.1 FEET WEST-NORTHWEST OF A POWER POLE, AND 0.8 FOOT WEST OF A
 AQ1540'WITNESS POST.
 AQ1540'THE MARK IS ABOVE LEVEL WITH ROAD.
 AQ1540
 AQ1540                          STATION RECOVERY (1993)
 AQ1540
 AQ1540'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1540'THE MARK IS ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF WELAKA, IN THE TOWN OF
 AQ1540'FRUITLAND, IN SECTION 26, TOWNSHIP 12 SOUTH, RANGE 26 EAST. TO REACH
 AQ1540'THE STATION FROM THE JUNCTION OF COUNTY ROADS C-309 (THIRD AVENUE) AND
 AQ1540'C-308B (ELM STREET) IN WELAKA, GO SOUTHEASTERLY ON COUNTY ROAD C-309
 AQ1540'FOR 4.25 MI (6.84 KM) TO THE T JUNCTION OF COUNTY ROAD C-308 EAST AND
 AQ1540'THE MARK ON THE LEFT.  SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH
 AQ1540'THE GROUND AND COUNTY ROAD C-309. LOCATED 34.0 EAST OF THE APPROXIMATE
 AQ1540'CENTERLINE OF COUNTY ROAD C-309, 30.2 FT (9.2 M) NORTH OF THE
 AQ1540'APPROXIMATE CENTERLINE OF COUNTY ROAD C-308, 35.8 4.1 FT (1.2 M)
 AQ1540'WEST-NORTHWEST OF A POWER POLE, AND 0.8 FT (24.4 CM) WEST OF A METAL
 AQ1540'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3596 ***********************************************************************
 BG3596  DESIGNATION -  22 E 1 C USE
 BG3596  PID         -  BG3596
 BG3596  STATE/COUNTY-  FL/SANTA ROSA
 BG3596  USGS QUAD   -  PACE (1994)
 BG3596
 BG3596                         *CURRENT SURVEY CONTROL
 BG3596  ___________________________________________________________________
 BG3596* NAD 83(1986)-  30 33 04.     (N)    087 11 41.     (W)     SCALED    
 BG3596* NAVD 88     -        10.347  (meters)      33.95   (feet)  ADJUSTED  
 BG3596  ___________________________________________________________________
 BG3596  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG3596  DYNAMIC HT  -          10.333 (meters)      33.90  (feet)  COMP
 BG3596  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 BG3596
 BG3596  VERT ORDER  -  SECOND    CLASS I
 BG3596
 BG3596.The horizontal coordinates were scaled from a topographic map and have
 BG3596.an estimated accuracy of +/- 6 seconds.
 BG3596
 BG3596.The orthometric height was determined by differential leveling
 BG3596.and adjusted by the National Geodetic Survey in June 1991..
 BG3596
 BG3596.The geoid height was determined by GEOID03.
 BG3596
 BG3596.The dynamic height is computed by dividing the NAVD 88
 BG3596.geopotential number by the normal gravity value computed on the
 BG3596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3596.degrees latitude (g = 980.6199 gals.).
 BG3596
 BG3596.The modeled gravity was interpolated from observed gravity values.
 BG3596
 BG3596;                    North         East    Units  Estimated Accuracy
 BG3596;SPC FL N     -   174,990.      341,480.      MT  (+/- 180 meters Scaled)
 BG3596
 BG3596                          SUPERSEDED SURVEY CONTROL
 BG3596
 BG3596.No superseded survey control is available for this station.
 BG3596
 BG3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU813798(NAD 83)
 BG3596_MARKER: DD = SURVEY DISK
 BG3596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3596_SP_SET: CONCRETE POST
 BG3596_STAMPING: 22 E-1C 1983
 BG3596_MARK LOGO: USE   
 BG3596_PROJECTION: RECESSED 3 CENTIMETERS
 BG3596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3596+STABILITY: SURFACE MOTION
 BG3596
 BG3596  HISTORY     - Date     Condition        Report By
 BG3596  HISTORY     - 1983     MONUMENTED       USE
 BG3596  HISTORY     - 1984     GOOD             FLDNR
 BG3596  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 BG3596
 BG3596                          STATION DESCRIPTION
 BG3596
 BG3596'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3596'0.3 MI NORTH FROM RIVERVIEW.
 BG3596'THE MARK IS AT THE NORTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG3596'ESCAMBIA RIVER.  THE MARK BEARS 20 FEET WEST-NORTHWEST OF THE
 BG3596'CENTERLINE OF THE U.S. 90 WESTBOUND LANE, 18 FEET NORTH-NORTHEAST OF
 BG3596'THE NORTHEAST END OF THE BRIDGE, AND 3 FEET EAST-SOUTHEAST OF A METAL
 BG3596'GUARDRAIL AND U.S. CORPS OF ENGINEERS WITNESS POST.
 BG3596'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3596
 BG3596                          STATION RECOVERY (2004)
 BG3596
 BG3596'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG3596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0401 ***********************************************************************
 BE0401  DESIGNATION -  22 JWM USGS
 BE0401  PID         -  BE0401
 BE0401  STATE/COUNTY-  FL/JACKSON
 BE0401  USGS QUAD   -  FAIRCHILD (1994)
 BE0401
 BE0401                         *CURRENT SURVEY CONTROL
 BE0401  ___________________________________________________________________
 BE0401* NAD 83(1986)-  30 52 06.     (N)    084 58 33.     (W)     SCALED    
 BE0401* NAVD 88     -        28.901  (meters)      94.82   (feet)  ADJUSTED  
 BE0401  ___________________________________________________________________
 BE0401  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BE0401  DYNAMIC HT  -          28.864 (meters)      94.70  (feet)  COMP
 BE0401  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 BE0401
 BE0401  VERT ORDER  -  SECOND    CLASS 0
 BE0401
 BE0401.The horizontal coordinates were scaled from a topographic map and have
 BE0401.an estimated accuracy of +/- 6 seconds.
 BE0401
 BE0401.The orthometric height was determined by differential leveling
 BE0401.and adjusted by the National Geodetic Survey in June 1991..
 BE0401
 BE0401.The geoid height was determined by GEOID03.
 BE0401
 BE0401.The dynamic height is computed by dividing the NAVD 88
 BE0401.geopotential number by the normal gravity value computed on the
 BE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0401.degrees latitude (g = 980.6199 gals.).
 BE0401
 BE0401.The modeled gravity was interpolated from observed gravity values.
 BE0401
 BE0401;                    North         East    Units  Estimated Accuracy
 BE0401;SPC FL N     -   207,200.      554,490.      MT  (+/- 180 meters Scaled)
 BE0401
 BE0401                          SUPERSEDED SURVEY CONTROL
 BE0401
 BE0401  NGVD 29 (??/??/92)   29.033  (m)           95.25   (f) ADJ UNCH    2 0
 BE0401
 BE0401.Superseded values are not recommended for survey control.
 BE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0401.See file dsdata.txt to determine how the superseded data were derived.
 BE0401
 BE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV935167(NAD 83)
 BE0401_MARKER: DD = SURVEY DISK
 BE0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0401_STAMPING: 22 JWM 1951 96
 BE0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0401+STABILITY: SURFACE MOTION
 BE0401
 BE0401  HISTORY     - Date     Condition        Report By
 BE0401  HISTORY     - 1951     MONUMENTED       USGS
 BE0401  HISTORY     - 1952     GOOD             NGS
 BE0401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0401
 BE0401                          STATION DESCRIPTION
 BE0401
 BE0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0401'4.6 MI SE FROM LOVEDALE.
 BE0401'ABOUT 2.5 MILES EAST ALONG A GRADED ROAD FROM THE CHURCH AND
 BE0401'CEMETERY AT LOVEDALE, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A
 BE0401'GRADED ROAD, THENCE ABOUT 1.3 MILES EAST ALONG A GRADED ROAD,
 BE0401'ABOUT 1.1 MILES EAST OF CROSSROADS AT PARRAMORE, ABOUT 0.25
 BE0401'MILE EAST OF A GROUP OF LARGE OAK TREES AND BRICK CHIMNEY AT
 BE0401'AN OLD HOUSE SITE, 24 FEET SOUTH OF CENTER LINE OF ROAD, 42 FEET
 BE0401'SOUTH AND ACROSS ROAD FROM CENTER OF A FARM GATE, 10 FEET EAST OF
 BE0401'CENTER OF A FIRE LANE, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND
 BE0401'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BE0401
 BE0401                          STATION RECOVERY (2001)
 BE0401
 BE0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7503 ***********************************************************************
 AG7503  DESIGNATION -  22 ND ST FLDT
 AG7503  PID         -  AG7503
 AG7503  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7503  USGS QUAD   -  TAMPA (1995)
 AG7503
 AG7503                         *CURRENT SURVEY CONTROL
 AG7503  ___________________________________________________________________
 AG7503* NAD 83(1986)-  27 55 54.     (N)    082 25 44.     (W)     SCALED    
 AG7503* NAVD 88     -         6.995  (meters)      22.95   (feet)  ADJUSTED  
 AG7503  ___________________________________________________________________
 AG7503  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7503  DYNAMIC HT  -           6.985 (meters)      22.92  (feet)  COMP
 AG7503  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AG7503
 AG7503  VERT ORDER  -  SECOND    CLASS I
 AG7503
 AG7503.The horizontal coordinates were scaled from a topographic map and have
 AG7503.an estimated accuracy of +/- 6 seconds.
 AG7503
 AG7503.The orthometric height was determined by differential leveling
 AG7503.and adjusted by the National Geodetic Survey in June 1991..
 AG7503
 AG7503.The geoid height was determined by GEOID03.
 AG7503
 AG7503.The dynamic height is computed by dividing the NAVD 88
 AG7503.geopotential number by the normal gravity value computed on the
 AG7503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7503.degrees latitude (g = 980.6199 gals.).
 AG7503
 AG7503.The modeled gravity was interpolated from observed gravity values.
 AG7503
 AG7503;                    North         East    Units  Estimated Accuracy
 AG7503;SPC FL W     -   398,710.      157,790.      MT  (+/- 180 meters Scaled)
 AG7503
 AG7503                          SUPERSEDED SURVEY CONTROL
 AG7503
 AG7503.No superseded survey control is available for this station.
 AG7503
 AG7503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594904(NAD 83)
 AG7503_MARKER: DB = BENCH MARK DISK
 AG7503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7503_SP_SET: CONCRETE BRIDGE RAIL
 AG7503_STAMPING: 22ND ST.
 AG7503_MARK LOGO: FLDT  
 AG7503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7503
 AG7503  HISTORY     - Date     Condition        Report By
 AG7503  HISTORY     - UNK      MONUMENTED       FLDT
 AG7503  HISTORY     - 1982     GOOD             FLDNR
 AG7503
 AG7503                          STATION DESCRIPTION
 AG7503
 AG7503'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7503'IN TAMPA.
 AG7503'THE MARK IS IN TAMPA, AT THE SOUTHEAST END OF THE 22ND STREET
 AG7503'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS SET
 AG7503'IN THE TOP OF THE CONCRETE RAIL, 22.6 FEET SOUTHWEST OF THE
 AG7503'CENTERLINE OF THE NORTHBOUND LANE OF THE BRIDGE, AND 5.5 FEET
 AG7503'NORTHWEST OF THE SOUTHEAST END OF THE RAIL FOR THE NORTHBOUND BRIDGE.
 AG7503'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0064 ***********************************************************************
 AL0064  DESIGNATION -  220 FLHD
 AL0064  PID         -  AL0064
 AL0064  STATE/COUNTY-  FL/PINELLAS
 AL0064  USGS QUAD   -  ELFERS (1987)
 AL0064
 AL0064                         *CURRENT SURVEY CONTROL
 AL0064  ___________________________________________________________________
 AL0064* NAD 83(1986)-  28 09 55.     (N)    082 44 23.     (W)     SCALED    
 AL0064* NAVD 88     -         5.711  (meters)      18.74   (feet)  ADJUSTED  
 AL0064  ___________________________________________________________________
 AL0064  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0064  DYNAMIC HT  -           5.703 (meters)      18.71  (feet)  COMP
 AL0064  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AL0064
 AL0064  VERT ORDER  -  SECOND    CLASS II
 AL0064
 AL0064.The horizontal coordinates were scaled from a topographic map and have
 AL0064.an estimated accuracy of +/- 6 seconds.
 AL0064
 AL0064.The orthometric height was determined by differential leveling
 AL0064.and adjusted by the National Geodetic Survey in June 1991..
 AL0064
 AL0064.The geoid height was determined by GEOID03.
 AL0064
 AL0064.The dynamic height is computed by dividing the NAVD 88
 AL0064.geopotential number by the normal gravity value computed on the
 AL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0064.degrees latitude (g = 980.6199 gals.).
 AL0064
 AL0064.The modeled gravity was interpolated from observed gravity values.
 AL0064
 AL0064;                    North         East    Units  Estimated Accuracy
 AL0064;SPC FL W     -   424,750.      127,350.      MT  (+/- 180 meters Scaled)
 AL0064
 AL0064                          SUPERSEDED SURVEY CONTROL
 AL0064
 AL0064  NGVD 29 (??/??/92)    5.970  (m)           19.59   (f) ADJ UNCH    2 2
 AL0064
 AL0064.Superseded values are not recommended for survey control.
 AL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0064.See file dsdata.txt to determine how the superseded data were derived.
 AL0064
 AL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291167(NAD 83)
 AL0064_MARKER: DD = SURVEY DISK
 AL0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0064_SP_SET: BRIDGE
 AL0064_STAMPING: 220
 AL0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0064
 AL0064  HISTORY     - Date     Condition        Report By
 AL0064  HISTORY     - UNK      MONUMENTED       FLHD
 AL0064  HISTORY     - 1976     GOOD             FLDT
 AL0064  HISTORY     - 1984     GOOD             USPSQD
 AL0064  HISTORY     - 1990     GOOD             USPSQD
 AL0064
 AL0064                          STATION DESCRIPTION
 AL0064
 AL0064'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0064'AT TARPON SPRINGS.
 AL0064'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0064'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.35 MILE TO THE NORTH
 AL0064'END OF THE SOUTH BOUND BRIDGE.  STATION ON RIGHT, IN THE NW
 AL0064'CORNER OF SOUTH BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AL0064'WINGWALL.  SECTION 6, T 27 S, R 16 E.
 AL0064
 AL0064                          STATION RECOVERY (1984)
 AL0064
 AL0064'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0064'RECOVERED IN GOOD CONDITION.
 AL0064
 AL0064                          STATION RECOVERY (1990)
 AL0064
 AL0064'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0055 ***********************************************************************
 AL0055  DESIGNATION -  221 FLHD
 AL0055  PID         -  AL0055
 AL0055  STATE/COUNTY-  FL/PINELLAS
 AL0055  USGS QUAD   -  ELFERS (1987)
 AL0055
 AL0055                         *CURRENT SURVEY CONTROL
 AL0055  ___________________________________________________________________
 AL0055* NAD 83(1986)-  28 09 55.     (N)    082 44 23.     (W)     SCALED    
 AL0055* NAVD 88     -         6.313  (meters)      20.71   (feet)  ADJUSTED  
 AL0055  ___________________________________________________________________
 AL0055  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0055  DYNAMIC HT  -           6.304 (meters)      20.68  (feet)  COMP
 AL0055  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AL0055
 AL0055  VERT ORDER  -  SECOND    CLASS II
 AL0055
 AL0055.The horizontal coordinates were scaled from a topographic map and have
 AL0055.an estimated accuracy of +/- 6 seconds.
 AL0055
 AL0055.The orthometric height was determined by differential leveling
 AL0055.and adjusted by the National Geodetic Survey in June 1991..
 AL0055
 AL0055.The geoid height was determined by GEOID03.
 AL0055
 AL0055.The dynamic height is computed by dividing the NAVD 88
 AL0055.geopotential number by the normal gravity value computed on the
 AL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0055.degrees latitude (g = 980.6199 gals.).
 AL0055
 AL0055.The modeled gravity was interpolated from observed gravity values.
 AL0055
 AL0055;                    North         East    Units  Estimated Accuracy
 AL0055;SPC FL W     -   424,750.      127,350.      MT  (+/- 180 meters Scaled)
 AL0055
 AL0055                          SUPERSEDED SURVEY CONTROL
 AL0055
 AL0055  NGVD 29 (??/??/92)    6.572  (m)           21.56   (f) ADJ UNCH    2 2
 AL0055
 AL0055.Superseded values are not recommended for survey control.
 AL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0055.See file dsdata.txt to determine how the superseded data were derived.
 AL0055
 AL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291167(NAD 83)
 AL0055_MARKER: DD = SURVEY DISK
 AL0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0055_SP_SET: BRIDGE HANDRAIL
 AL0055_STAMPING: 221
 AL0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0055
 AL0055  HISTORY     - Date     Condition        Report By
 AL0055  HISTORY     - UNK      MONUMENTED       FLHD
 AL0055  HISTORY     - 1975     GOOD             FLDT
 AL0055  HISTORY     - 1984     GOOD             USPSQD
 AL0055  HISTORY     - 1990     GOOD             USPSQD
 AL0055
 AL0055                          STATION DESCRIPTION
 AL0055
 AL0055'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0055'AT TARPON SPRINGS.
 AL0055'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0055'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.35 MILE TO THE NORTH
 AL0055'END OF THE NORTH BOUND BRIDGE.  STATION ON LEFT, IN THE NW CORNER
 AL0055'OF THE NORTH BOUND BRIDGE.  SET IN THE TOP OF A CONCRETE
 AL0055'HANDRAIL.  SECTION 6, T 27 S, R 16 E.
 AL0055
 AL0055                          STATION RECOVERY (1984)
 AL0055
 AL0055'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0055'RECOVERED IN GOOD CONDITION.
 AL0055
 AL0055                          STATION RECOVERY (1990)
 AL0055
 AL0055'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1286 ***********************************************************************
 AK1286  DESIGNATION -  222 A
 AK1286  PID         -  AK1286
 AK1286  STATE/COUNTY-  FL/BREVARD
 AK1286  USGS QUAD   -  FALSE CAPE (1984)
 AK1286
 AK1286                         *CURRENT SURVEY CONTROL
 AK1286  ___________________________________________________________________
 AK1286* NAD 83(1986)-  28 31 19.     (N)    080 33 44.     (W)     SCALED    
 AK1286* NAVD 88     -         4.501  (meters)      14.77   (feet)  POSTED    
 AK1286  ___________________________________________________________________
 AK1286  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1286  DYNAMIC HT  -           4.490 (meters)      14.73  (feet)  COMP
 AK1286  MODELED GRAV-     979,234.8   (mgal)                       NAVD 88
 AK1286
 AK1286  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AK1286
 AK1286.The horizontal coordinates were scaled from a topographic map and have
 AK1286.an estimated accuracy of +/- 6 seconds.
 AK1286
 AK1286.The orthometric height was determined by differential leveling
 AK1286.and adjusted by the National Geodetic Survey in 1992..
 AK1286.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AK1286.rate greater than 8.0 mm/km.
 AK1286
 AK1286.The geoid height was determined by GEOID03.
 AK1286
 AK1286.The dynamic height is computed by dividing the NAVD 88
 AK1286.geopotential number by the normal gravity value computed on the
 AK1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1286.degrees latitude (g = 980.6199 gals.).
 AK1286
 AK1286.The modeled gravity was interpolated from observed gravity values.
 AK1286
 AK1286;                    North         East    Units  Estimated Accuracy
 AK1286;SPC FL E     -   464,130.      242,850.      MT  (+/- 180 meters Scaled)
 AK1286
 AK1286                          SUPERSEDED SURVEY CONTROL
 AK1286
 AK1286  NGVD 29 (??/??/92)    4.882  (m)           16.02   (f) ADJ UNCH    1 2
 AK1286
 AK1286.Superseded values are not recommended for survey control.
 AK1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1286.See file dsdata.txt to determine how the superseded data were derived.
 AK1286
 AK1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM428551(NAD 83)
 AK1286_MARKER: DB = BENCH MARK DISK
 AK1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1286_SP_SET: CONCRETE PAD
 AK1286_STAMPING: 222 A 1961
 AK1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1286
 AK1286  HISTORY     - Date     Condition        Report By
 AK1286  HISTORY     - 1961     MONUMENTED       CGS
 AK1286  HISTORY     - 1962     GOOD             NGS
 AK1286  HISTORY     - 1965     GOOD             NGS
 AK1286
 AK1286                          STATION DESCRIPTION
 AK1286
 AK1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK1286'AT CANAVERAL.
 AK1286'LOCATED AT COMPLEX 34, 82 FEET SOUTHWEST OF THE CENTER OF THE
 AK1286'LAUNCH STAND, 45 FEET NORTHWEST OF THE SOUTH GANTRY SUPPORT
 AK1286'RAIL, AND 45 FEET SOUTHEAST OF THE NORTH GANTRY SUPPORT RAIL.
 AK1286'A SMOOTH BRASS DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AK1286'PAD THAT SURROUNDS LAUNCH STAND 34 AND IS FLUSH WITH THE SURFACE.
 AK1286'NOTE-- FREQUENTLY A LARGE TRAILER-TYPE VAN IS PARKED OVER THE
 AK1286'MARK.
 AK1286
 AK1286                          STATION RECOVERY (1965)
 AK1286
 AK1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6154 ***********************************************************************
 AK6154  DESIGNATION -  222 A 1961
 AK6154  PID         -  AK6154
 AK6154  STATE/COUNTY-  FL/BREVARD
 AK6154  USGS QUAD   -  FALSE CAPE (1984)
 AK6154
 AK6154                         *CURRENT SURVEY CONTROL
 AK6154  ___________________________________________________________________
 AK6154* NAD 83(1990)-  28 31 17.89645(N)    080 33 40.67592(W)     ADJUSTED  
 AK6154* NAVD 88     -         4.50   (+/-2cm)      14.8    (feet)  VERTCON   
 AK6154  ___________________________________________________________________
 AK6154  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AK6154  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK6154
 AK6154  HORZ ORDER  -  SECOND
 AK6154  VERT ORDER  -  THIRD ? (See Below)
 AK6154
 AK6154.The horizontal coordinates were established by classical geodetic methods
 AK6154.and adjusted by the National Geodetic Survey in May 1991..
 AK6154
 AK6154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6154.The vertical order pertains to the NGVD 29 superseded value.
 AK6154
 AK6154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6154
 AK6154.The geoid height was determined by GEOID03.
 AK6154
 AK6154;                    North         East     Units Scale Factor Converg.
 AK6154;SPC FL E     -   464,093.910   242,939.585   MT  0.99996392   +0 12 34.1
 AK6154;SPC FL E     - 1,522,614.77    797,044.29   sFT  0.99996392   +0 12 34.1
 AK6154;UTM  17      - 3,155,067.544   542,924.934   MT  0.99962274   +0 12 34.1
 AK6154
 AK6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6154!SPC FL E     -   1.00000373  x   0.99996392  =   0.99996765
 AK6154!UTM  17      -   1.00000373  x   0.99962274  =   0.99962647
 AK6154
 AK6154                          SUPERSEDED SURVEY CONTROL
 AK6154
 AK6154  NAD 83(1986)-  28 31 17.90239(N)    080 33 40.68895(W) AD(       ) 2
 AK6154  NAD 27      -  28 31 16.90929(N)    080 33 41.50933(W) AD(       ) 2
 AK6154  NGVD 29 (07/19/86)    4.88   (m)           16.0    (f) LEVELING    3  
 AK6154
 AK6154.Superseded values are not recommended for survey control.
 AK6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6154.See file dsdata.txt to determine how the superseded data were derived.
 AK6154
 AK6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4292555068(NAD 83)
 AK6154_MARKER: DD = SURVEY DISK
 AK6154_SETTING: 0 = UNSPECIFIED SETTING
 AK6154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6154
 AK6154  HISTORY     - Date     Condition        Report By
 AK6154  HISTORY     - 1962     MONUMENTED       CGS
 AK6154  HISTORY     - 1963     GOOD             CGS
 AK6154
 AK6154                          STATION DESCRIPTION
 AK6154
 AK6154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AK6154'STATION IS LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 34
 AK6154'AND ON THE SOUTHWEST SIDE OF LAUNCH PAD 34.  IT IS 69 FEET WEST
 AK6154'OF LAUNCH PAD 34, 45 FEET NORTH OF A RAIL THAT SUPPORTS A GANTRY
 AK6154'AND 45 FEET SOUTH OF A RAIL.  A SMOOTH BRASS DISK, CEMENTED IN
 AK6154'A DRILL HOLE IN A CONCRETE PAD THAT SURROUNDS PAD 34 AND THE
 AK6154'DISK IS STAMPED 222 A 1961.  NOTE.  A PUNCH HOLE WITHIN A
 AK6154'TRIANGLE MARKS THE STATION.  A TRAVERSE CONNECTION WAS MADE
 AK6154'FROM STATION 222 C 1961 AND THE DISTANCE IS 157.3254 METERS OR
 AK6154'516.16 FEET.
 AK6154
 AK6154                          STATION RECOVERY (1963)
 AK6154
 AK6154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LSB)
 AK6154'THE STATION WAS RECOVERED AS DESCRIBED BY L.S. BAKER IN 1962.  THE
 AK6154'DISK IS STAMPED 222 A 1961 AS STATED IN THE ORIGINAL DESCRIPTION.
 AK6154'
 AK6154'A TRAVERSE CONNECTION WAS MADE TO UDOP 1.14.15 AND THE DISTANCE
 AK6154'IS 273.4406 METERS OR 897.11 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1296 ***********************************************************************
 AK1296  DESIGNATION -  222 C
 AK1296  PID         -  AK1296
 AK1296  STATE/COUNTY-  FL/BREVARD
 AK1296  USGS QUAD   -  FALSE CAPE (1984)
 AK1296
 AK1296                         *CURRENT SURVEY CONTROL
 AK1296  ___________________________________________________________________
 AK1296* NAD 83(1986)-  28 31 10.     (N)    080 33 47.     (W)     SCALED    
 AK1296* NAVD 88     -         4.427  (meters)      14.52   (feet)  ADJUSTED  
 AK1296  ___________________________________________________________________
 AK1296  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1296  DYNAMIC HT  -           4.421 (meters)      14.50  (feet)  COMP
 AK1296  MODELED GRAV-     979,234.5   (mgal)                       NAVD 88
 AK1296
 AK1296  VERT ORDER  -  FIRST     CLASS II
 AK1296
 AK1296.The horizontal coordinates were scaled from a topographic map and have
 AK1296.an estimated accuracy of +/- 6 seconds.
 AK1296
 AK1296.The orthometric height was determined by differential leveling
 AK1296.and adjusted by the National Geodetic Survey in June 1991..
 AK1296
 AK1296.The geoid height was determined by GEOID03.
 AK1296
 AK1296.The dynamic height is computed by dividing the NAVD 88
 AK1296.geopotential number by the normal gravity value computed on the
 AK1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1296.degrees latitude (g = 980.6199 gals.).
 AK1296
 AK1296.The modeled gravity was interpolated from observed gravity values.
 AK1296
 AK1296;                    North         East    Units  Estimated Accuracy
 AK1296;SPC FL E     -   463,850.      242,770.      MT  (+/- 180 meters Scaled)
 AK1296
 AK1296                          SUPERSEDED SURVEY CONTROL
 AK1296
 AK1296  NGVD 29 (??/??/92)    4.807  (m)           15.77   (f) ADJ UNCH    1 2
 AK1296
 AK1296.Superseded values are not recommended for survey control.
 AK1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1296.See file dsdata.txt to determine how the superseded data were derived.
 AK1296
 AK1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM427548(NAD 83)
 AK1296_MARKER: DB = BENCH MARK DISK
 AK1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1296_SP_SET: CONCRETE PAD
 AK1296_STAMPING: 222 C 1961
 AK1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1296
 AK1296  HISTORY     - Date     Condition        Report By
 AK1296  HISTORY     - 1961     MONUMENTED       CGS
 AK1296  HISTORY     - 1963     GOOD             NGS
 AK1296  HISTORY     - 1965     GOOD             NGS
 AK1296
 AK1296                          STATION DESCRIPTION
 AK1296
 AK1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK1296'AT CAPE CANAVERAL.
 AK1296'LOCATED AT COMPLEX 34, IN THE GANTRY STORAGE AREA, 38 FEET
 AK1296'NORTHWEST OF THE SOUTH GANTRY SUPPORT RAIL, AND 33 FEET EAST
 AK1296'OF A STEEL HOLD DOWN PIER.  THE DISK IS CEMENTED IN A DRILL
 AK1296'HOLE IN THE CONCRETE PAD AND IS FLUSH WITH THE SURFACE.
 AK1296
 AK1296                          STATION RECOVERY (1963)
 AK1296
 AK1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AK1296'RECOVERED IN GOOD CONDITION.
 AK1296
 AK1296                          STATION RECOVERY (1965)
 AK1296
 AK1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6146 ***********************************************************************
 AK6146  DESIGNATION -  222 C 1961
 AK6146  PID         -  AK6146
 AK6146  STATE/COUNTY-  FL/BREVARD
 AK6146  USGS QUAD   -  FALSE CAPE (1984)
 AK6146
 AK6146                         *CURRENT SURVEY CONTROL
 AK6146  ___________________________________________________________________
 AK6146* NAD 83(1990)-  28 31 14.11132(N)    080 33 44.56348(W)     ADJUSTED  
 AK6146* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 AK6146  ___________________________________________________________________
 AK6146  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AK6146  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK6146
 AK6146  HORZ ORDER  -  SECOND
 AK6146  VERT ORDER  -  THIRD ? (See Below)
 AK6146
 AK6146.The horizontal coordinates were established by classical geodetic methods
 AK6146.and adjusted by the National Geodetic Survey in May 1991..
 AK6146
 AK6146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6146.The vertical order pertains to the NGVD 29 superseded value.
 AK6146
 AK6146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6146
 AK6146.The geoid height was determined by GEOID03.
 AK6146
 AK6146;                    North         East     Units Scale Factor Converg.
 AK6146;SPC FL E     -   463,977.001   242,834.312   MT  0.99996381   +0 12 32.2
 AK6146;SPC FL E     - 1,522,231.21    796,698.91   sFT  0.99996381   +0 12 32.2
 AK6146;UTM  17      - 3,154,950.676   542,819.697   MT  0.99962263   +0 12 32.2
 AK6146
 AK6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6146!SPC FL E     -   1.00000374  x   0.99996381  =   0.99996755
 AK6146!UTM  17      -   1.00000374  x   0.99962263  =   0.99962637
 AK6146
 AK6146|---------------------------------------------------------------------|
 AK6146| PID    Reference Object                     Distance      Geod. Az  |
 AK6146|                                                           dddmmss.s |
 AK6146| AK6154 222 A 1961                          157.327 METERS 04213     |
 AK6146| AK1293 THIRTY FOUR                         261.199 METERS 06348     |
 AK6146| AK1295 U D O P 1.14.3                       19.892 METERS 13009     |
 AK6146| AK2335 CANAVE 2                            APPROX. 2.8 KM 1464820.9 |
 AK6146|---------------------------------------------------------------------|
 AK6146
 AK6146                          SUPERSEDED SURVEY CONTROL
 AK6146
 AK6146  NAD 83(1986)-  28 31 14.11721(N)    080 33 44.57657(W) AD(       ) 2
 AK6146  NAD 27      -  28 31 13.12396(N)    080 33 45.39670(W) AD(       ) 2
 AK6146  NGVD 29 (07/19/86)    4.81   (m)           15.8    (f) LEVELING    3  
 AK6146
 AK6146.Superseded values are not recommended for survey control.
 AK6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6146.See file dsdata.txt to determine how the superseded data were derived.
 AK6146
 AK6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4282054951(NAD 83)
 AK6146_MARKER: DD = SURVEY DISK
 AK6146_SETTING: 0 = UNSPECIFIED SETTING
 AK6146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6146
 AK6146  HISTORY     - Date     Condition        Report By
 AK6146  HISTORY     - 1962     MONUMENTED       CGS
 AK6146
 AK6146                          STATION DESCRIPTION
 AK6146
 AK6146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AK6146'STATION IS LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 34
 AK6146'AND ON THE SOUTHWEST SIDE OF LAUNCH PAD 34.  IT IS 103 FEET
 AK6146'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE PAD THAT
 AK6146'SURROUNDS THE PAD, 38 FEET NORTHWEST OF A RAIL THAT SUPPORTS
 AK6146'A GANTRY AND 33 FEET EAST OF A STEEL HOLD DOWN PIER.  A SMOOTH
 AK6146'BRASS DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE PAD AND
 AK6146'STAMPED 222 C 1961.  NOTE.  A PUNCH HOLE WITHIN A TRIANGLE
 AK6146'MARKS THE STATION.  A TRAVERSE CONNECTION WAS MADE FROM STATION
 AK6146'THIRTY FOUR 1961 AND THE DISTANCE IS 261.1979 METERS OR
 AK6146'856.95 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0119 ***********************************************************************
 AG0119  DESIGNATION -  222 C OF SP
 AG0119  PID         -  AG0119
 AG0119  STATE/COUNTY-  FL/PINELLAS
 AG0119  USGS QUAD   -  ST PETERSBURG (1987)
 AG0119
 AG0119                         *CURRENT SURVEY CONTROL
 AG0119  ___________________________________________________________________
 AG0119* NAD 83(1986)-  27 48 25.     (N)    082 44 47.     (W)     SCALED    
 AG0119* NAVD 88     -         6.156  (meters)      20.20   (feet)  ADJUSTED  
 AG0119  ___________________________________________________________________
 AG0119  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0119  DYNAMIC HT  -           6.147 (meters)      20.17  (feet)  COMP
 AG0119  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AG0119
 AG0119  VERT ORDER  -  SECOND    CLASS II
 AG0119
 AG0119.The horizontal coordinates were scaled from a topographic map and have
 AG0119.an estimated accuracy of +/- 6 seconds.
 AG0119
 AG0119.The orthometric height was determined by differential leveling
 AG0119.and adjusted by the National Geodetic Survey in June 1991..
 AG0119
 AG0119.The geoid height was determined by GEOID03.
 AG0119
 AG0119.The dynamic height is computed by dividing the NAVD 88
 AG0119.geopotential number by the normal gravity value computed on the
 AG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0119.degrees latitude (g = 980.6199 gals.).
 AG0119
 AG0119.The modeled gravity was interpolated from observed gravity values.
 AG0119
 AG0119;                    North         East    Units  Estimated Accuracy
 AG0119;SPC FL W     -   385,040.      126,460.      MT  (+/- 180 meters Scaled)
 AG0119
 AG0119                          SUPERSEDED SURVEY CONTROL
 AG0119
 AG0119  NGVD 29 (??/??/92)    6.423  (m)           21.07   (f) ADJ UNCH    2 2
 AG0119
 AG0119.Superseded values are not recommended for survey control.
 AG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0119.See file dsdata.txt to determine how the superseded data were derived.
 AG0119
 AG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL279770(NAD 83)
 AG0119_MARKER: DD = SURVEY DISK
 AG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0119+STABILITY: SURFACE MOTION
 AG0119
 AG0119  HISTORY     - Date     Condition        Report By
 AG0119  HISTORY     - UNK      MONUMENTED       FL2730
 AG0119  HISTORY     - 1976     GOOD             NGS
 AG0119  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG0119
 AG0119                          STATION DESCRIPTION
 AG0119
 AG0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0119'IN ST PETERSBURG.
 AG0119'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0119'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0119'NORTHWESTERLY ON S.R. 595 FOR 1.65 MILES TO THE INTERSECTION OF 38TH
 AG0119'AVE. N.  TURN RIGHT ON 38TH AVE. N. AND RUN EASTERLY FOR 0.25 MILES TO
 AG0119'78TH ST. N. ON THE LEFT.  STATION ON LEFT, IN THE N.W. CORNER, 27.8
 AG0119'FT. NORTH OF THE CENTERLINE OF 38TH AVE., 28.0 FT. WEST OF THE
 AG0119'CENTERLINE OF 78TH ST. N., 32.0 FT. E.N.E. OF THE CENTER OF 2 TWIN 12
 AG0119'INCH PINE TREES, 10.1 FT. N.W. OF THE BACK OF CURB.  SET IN THE TOP OF
 AG0119'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 1, T 31, R 15.
 AG0119
 AG0119                          STATION RECOVERY (1998)
 AG0119
 AG0119'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0056 ***********************************************************************
 AL0056  DESIGNATION -  222 FLHD
 AL0056  PID         -  AL0056
 AL0056  STATE/COUNTY-  FL/PINELLAS
 AL0056  USGS QUAD   -  ELFERS (1987)
 AL0056
 AL0056                         *CURRENT SURVEY CONTROL
 AL0056  ___________________________________________________________________
 AL0056* NAD 83(1986)-  28 09 49.     (N)    082 44 23.     (W)     SCALED    
 AL0056* NAVD 88     -         6.228  (meters)      20.43   (feet)  ADJUSTED  
 AL0056  ___________________________________________________________________
 AL0056  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AL0056  DYNAMIC HT  -           6.219 (meters)      20.40  (feet)  COMP
 AL0056  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AL0056
 AL0056  VERT ORDER  -  SECOND    CLASS II
 AL0056
 AL0056.The horizontal coordinates were scaled from a topographic map and have
 AL0056.an estimated accuracy of +/- 6 seconds.
 AL0056
 AL0056.The orthometric height was determined by differential leveling
 AL0056.and adjusted by the National Geodetic Survey in June 1991..
 AL0056
 AL0056.The geoid height was determined by GEOID03.
 AL0056
 AL0056.The dynamic height is computed by dividing the NAVD 88
 AL0056.geopotential number by the normal gravity value computed on the
 AL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0056.degrees latitude (g = 980.6199 gals.).
 AL0056
 AL0056.The modeled gravity was interpolated from observed gravity values.
 AL0056
 AL0056;                    North         East    Units  Estimated Accuracy
 AL0056;SPC FL W     -   424,560.      127,350.      MT  (+/- 180 meters Scaled)
 AL0056
 AL0056                          SUPERSEDED SURVEY CONTROL
 AL0056
 AL0056  NGVD 29 (??/??/92)    6.487  (m)           21.28   (f) ADJ UNCH    2 2
 AL0056
 AL0056.Superseded values are not recommended for survey control.
 AL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0056.See file dsdata.txt to determine how the superseded data were derived.
 AL0056
 AL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291165(NAD 83)
 AL0056_MARKER: DD = SURVEY DISK
 AL0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0056_SP_SET: BRIDGE HANDRAIL
 AL0056_STAMPING: 222
 AL0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0056
 AL0056  HISTORY     - Date     Condition        Report By
 AL0056  HISTORY     - UNK      MONUMENTED       FLHD
 AL0056  HISTORY     - 1976     GOOD             FLDT
 AL0056  HISTORY     - 1990     GOOD             USPSQD
 AL0056
 AL0056                          STATION DESCRIPTION
 AL0056
 AL0056'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0056'AT TARPON SPRINGS.
 AL0056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0056'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.4 MILE TO THE SOUTH
 AL0056'END OF THE NORTH BOUND BRIDGE.  STATION ON LEFT, IN THE SE
 AL0056'CORNER OF THE NORTH BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AL0056'HANDRAIL.  SECTION 6, T 27 S, R 16 E.
 AL0056
 AL0056                          STATION RECOVERY (1990)
 AL0056
 AL0056'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0057 ***********************************************************************
 AL0057  DESIGNATION -  223 FLHD
 AL0057  PID         -  AL0057
 AL0057  STATE/COUNTY-  FL/PINELLAS
 AL0057  USGS QUAD   -  ELFERS (1987)
 AL0057
 AL0057                         *CURRENT SURVEY CONTROL
 AL0057  ___________________________________________________________________
 AL0057* NAD 83(1986)-  28 09 49.     (N)    082 44 23.     (W)     SCALED    
 AL0057* NAVD 88     -         5.752  (meters)      18.87   (feet)  ADJUSTED  
 AL0057  ___________________________________________________________________
 AL0057  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AL0057  DYNAMIC HT  -           5.744 (meters)      18.85  (feet)  COMP
 AL0057  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AL0057
 AL0057  VERT ORDER  -  SECOND    CLASS II
 AL0057
 AL0057.The horizontal coordinates were scaled from a topographic map and have
 AL0057.an estimated accuracy of +/- 6 seconds.
 AL0057
 AL0057.The orthometric height was determined by differential leveling
 AL0057.and adjusted by the National Geodetic Survey in June 1991..
 AL0057
 AL0057.The geoid height was determined by GEOID03.
 AL0057
 AL0057.The dynamic height is computed by dividing the NAVD 88
 AL0057.geopotential number by the normal gravity value computed on the
 AL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0057.degrees latitude (g = 980.6199 gals.).
 AL0057
 AL0057.The modeled gravity was interpolated from observed gravity values.
 AL0057
 AL0057;                    North         East    Units  Estimated Accuracy
 AL0057;SPC FL W     -   424,560.      127,350.      MT  (+/- 180 meters Scaled)
 AL0057
 AL0057                          SUPERSEDED SURVEY CONTROL
 AL0057
 AL0057  NGVD 29 (??/??/92)    6.011  (m)           19.72   (f) ADJ UNCH    2 2
 AL0057
 AL0057.Superseded values are not recommended for survey control.
 AL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0057.See file dsdata.txt to determine how the superseded data were derived.
 AL0057
 AL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291165(NAD 83)
 AL0057_MARKER: DD = SURVEY DISK
 AL0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0057_SP_SET: BRIDGE
 AL0057_STAMPING: 223
 AL0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0057
 AL0057  HISTORY     - Date     Condition        Report By
 AL0057  HISTORY     - UNK      MONUMENTED       FLHD
 AL0057  HISTORY     - 1976     GOOD             FLDT
 AL0057  HISTORY     - 1984     GOOD             USPSQD
 AL0057  HISTORY     - 1990     GOOD             USPSQD
 AL0057
 AL0057                          STATION DESCRIPTION
 AL0057
 AL0057'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0057'AT TARPON SPRINGS.
 AL0057'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0057'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.4 MILE TO THE SOUTH
 AL0057'END OF THE SOUTH BOUND BRIDGE.  STATION ON LEFT, IN THE SE
 AL0057'CORNER OF THE SOUTH BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AL0057'WINGWALL.  SECTION 6, T 27 S, R 16 E.
 AL0057
 AL0057                          STATION RECOVERY (1984)
 AL0057
 AL0057'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0057'RECOVERED IN GOOD CONDITION.
 AL0057
 AL0057                          STATION RECOVERY (1990)
 AL0057
 AL0057'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1023 ***********************************************************************
 AC1023  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1023  DESIGNATION -  22.35 FLHD
 AC1023  PID         -  AC1023
 AC1023  STATE/COUNTY-  FL/MONROE
 AC1023  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC1023
 AC1023                         *CURRENT SURVEY CONTROL
 AC1023  ___________________________________________________________________
 AC1023* NAD 83(1986)-  25 08 12.     (N)    080 24 10.     (W)     SCALED    
 AC1023* NAVD 88     -         6.354  (meters)      20.85   (feet)  ADJUSTED  
 AC1023  ___________________________________________________________________
 AC1023  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AC1023  DYNAMIC HT  -           6.344 (meters)      20.81  (feet)  COMP
 AC1023  MODELED GRAV-     978,981.0   (mgal)                       NAVD 88
 AC1023
 AC1023  VERT ORDER  -  FIRST     CLASS II
 AC1023
 AC1023.The horizontal coordinates were scaled from a topographic map and have
 AC1023.an estimated accuracy of +/- 6 seconds.
 AC1023
 AC1023.The orthometric height was determined by differential leveling
 AC1023.and adjusted by the National Geodetic Survey in June 1991..
 AC1023
 AC1023.This Tidal Bench Mark is designated as VM 5949
 AC1023.by the Center for Operational Oceanographic Products and Services.
 AC1023
 AC1023.The geoid height was determined by GEOID03.
 AC1023
 AC1023.The dynamic height is computed by dividing the NAVD 88
 AC1023.geopotential number by the normal gravity value computed on the
 AC1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1023.degrees latitude (g = 980.6199 gals.).
 AC1023
 AC1023.The modeled gravity was interpolated from observed gravity values.
 AC1023
 AC1023;                    North         East    Units  Estimated Accuracy
 AC1023;SPC FL E     -    89,110.      260,220.      MT  (+/- 180 meters Scaled)
 AC1023
 AC1023                          SUPERSEDED SURVEY CONTROL
 AC1023
 AC1023  NGVD 29 (09/01/92)    6.833  (m)           22.42   (f) ADJUSTED    1 2
 AC1023
 AC1023.Superseded values are not recommended for survey control.
 AC1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1023.See file dsdata.txt to determine how the superseded data were derived.
 AC1023
 AC1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601802(NAD 83)
 AC1023_MARKER: DD = SURVEY DISK
 AC1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC1023_SP_SET: BRIDGE
 AC1023_STAMPING: 22.35
 AC1023_MARK LOGO: FLHD  
 AC1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC1023
 AC1023  HISTORY     - Date     Condition        Report By
 AC1023  HISTORY     - UNK      MONUMENTED       FLHD
 AC1023  HISTORY     - 1966     GOOD             NGS
 AC1023  HISTORY     - 1979     GOOD             NGS
 AC1023  HISTORY     - 1982     GOOD             FLDNR
 AC1023  HISTORY     - 1987     GOOD             USPSQD
 AC1023  HISTORY     - 1990     GOOD             USPSQD
 AC1023
 AC1023                          STATION DESCRIPTION
 AC1023
 AC1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1023'3.7 MI NE FROM KEY LARGO.
 AC1023'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1023'OFFICE AT KEY LARGO, AT THE 120-FOOT CONCRETE BRIDGE OVER
 AC1023'KEY LARGO CUT, SET IN THE TOP OF THE WING WALL AT THE SOUTH
 AC1023'CORNER OF THE BRIDGE, 18.5 FEET SOUTHEAST OF THE CENTER LINE
 AC1023'OF THE HIGHWAY, 0.6 FOOT SOUTHWEST OF THE SOUTHWEST END OF THE
 AC1023'METAL GUARD RAIL ALONG THE SOUTHEAST SIDE OF THE BRIDGE AND
 AC1023'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AC1023
 AC1023                          STATION RECOVERY (1979)
 AC1023
 AC1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1023'RECOVERED IN GOOD CONDITION.
 AC1023
 AC1023                          STATION RECOVERY (1982)
 AC1023
 AC1023'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1023'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AC1023'EXCEPT CHANGE KEY LARGO CUT TO MARVIN D. ADAMS
 AC1023'WATERWAY, AND THE MARK IS IN THE NORTHBOUND LANE OF THE BRIDGE.
 AC1023
 AC1023                          STATION RECOVERY (1987)
 AC1023
 AC1023'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1023'RECOVERED IN GOOD CONDITION.
 AC1023
 AC1023                          STATION RECOVERY (1990)
 AC1023
 AC1023'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1024 ***********************************************************************
 AC1024  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1024  DESIGNATION -  22.37 FLHD
 AC1024  PID         -  AC1024
 AC1024  STATE/COUNTY-  FL/MONROE
 AC1024  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC1024
 AC1024                         *CURRENT SURVEY CONTROL
 AC1024  ___________________________________________________________________
 AC1024* NAD 83(1986)-  25 08 15.     (N)    080 24 10.     (W)     SCALED    
 AC1024* NAVD 88     -         6.359  (meters)      20.86   (feet)  ADJUSTED  
 AC1024  ___________________________________________________________________
 AC1024  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AC1024  DYNAMIC HT  -           6.348 (meters)      20.83  (feet)  COMP
 AC1024  MODELED GRAV-     978,981.1   (mgal)                       NAVD 88
 AC1024
 AC1024  VERT ORDER  -  FIRST     CLASS II
 AC1024
 AC1024.The horizontal coordinates were scaled from a topographic map and have
 AC1024.an estimated accuracy of +/- 6 seconds.
 AC1024
 AC1024.The orthometric height was determined by differential leveling
 AC1024.and adjusted by the National Geodetic Survey in June 1991..
 AC1024
 AC1024.This Tidal Bench Mark is designated as VM 5950
 AC1024.by the Center for Operational Oceanographic Products and Services.
 AC1024
 AC1024.The geoid height was determined by GEOID03.
 AC1024
 AC1024.The dynamic height is computed by dividing the NAVD 88
 AC1024.geopotential number by the normal gravity value computed on the
 AC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1024.degrees latitude (g = 980.6199 gals.).
 AC1024
 AC1024.The modeled gravity was interpolated from observed gravity values.
 AC1024
 AC1024;                    North         East    Units  Estimated Accuracy
 AC1024;SPC FL E     -    89,210.      260,220.      MT  (+/- 180 meters Scaled)
 AC1024
 AC1024                          SUPERSEDED SURVEY CONTROL
 AC1024
 AC1024  NGVD 29 (09/01/92)    6.838  (m)           22.43   (f) ADJUSTED    1 2
 AC1024
 AC1024.Superseded values are not recommended for survey control.
 AC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1024.See file dsdata.txt to determine how the superseded data were derived.
 AC1024
 AC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601803(NAD 83)
 AC1024_MARKER: DD = SURVEY DISK
 AC1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC1024_SP_SET: BRIDGE
 AC1024_STAMPING: 22.37
 AC1024_MARK LOGO: FLHD  
 AC1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC1024
 AC1024  HISTORY     - Date     Condition        Report By
 AC1024  HISTORY     - UNK      MONUMENTED       FLHD
 AC1024  HISTORY     - 1966     GOOD             NGS
 AC1024  HISTORY     - 1979     GOOD             NGS
 AC1024  HISTORY     - 1982     GOOD             FLDNR
 AC1024  HISTORY     - 1987     GOOD             USPSQD
 AC1024  HISTORY     - 1990     GOOD             USPSQD
 AC1024
 AC1024                          STATION DESCRIPTION
 AC1024
 AC1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1024'3.7 MI NE FROM KEY LARGO.
 AC1024'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1024'OFFICE, AT THE 120-FOOT CONCRETE BRIDGE OVER KEY LARGO CUT,
 AC1024'SET IN THE TOP OF THE WING WALL AT THE NORTH CORNER OF THE
 AC1024'BRIDGE, 18.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AC1024'1/2 FOOT NORTHEAST OF THE NORTHEAST END OF THE METAL GUARL
 AC1024'RAIL ALONG THE NORTHWEST SIDE OF THE BRIDGE AND ABOUT 3 FEET
 AC1024'ABOVE THE LEVEL OF THE HIGHWAY.
 AC1024
 AC1024                          STATION RECOVERY (1979)
 AC1024
 AC1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1024'RECOVERED IN GOOD CONDITION.
 AC1024
 AC1024                          STATION RECOVERY (1982)
 AC1024
 AC1024'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1024'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AC1024'EXCEPT CHANGE KEY LARGO CUT TO THE MARVIN D. ADAMS
 AC1024'WATERWAY, AND THE MARK IS IN THE NORTHBOUND LANE OF THE BRIDGE.
 AC1024
 AC1024                          STATION RECOVERY (1987)
 AC1024
 AC1024'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1024'RECOVERED IN GOOD CONDITION.
 AC1024
 AC1024                          STATION RECOVERY (1990)
 AC1024
 AC1024'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0120 ***********************************************************************
 AG0120  DESIGNATION -  224 C OF SP
 AG0120  PID         -  AG0120
 AG0120  STATE/COUNTY-  FL/PINELLAS
 AG0120  USGS QUAD   -  SEMINOLE (1995)
 AG0120
 AG0120                         *CURRENT SURVEY CONTROL
 AG0120  ___________________________________________________________________
 AG0120* NAD 83(1986)-  27 48 19.     (N)    082 45 11.     (W)     SCALED    
 AG0120* NAVD 88     -         4.595  (meters)      15.08   (feet)  ADJUSTED  
 AG0120  ___________________________________________________________________
 AG0120  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG0120  DYNAMIC HT  -           4.588 (meters)      15.05  (feet)  COMP
 AG0120  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AG0120
 AG0120  VERT ORDER  -  SECOND    CLASS II
 AG0120
 AG0120.The horizontal coordinates were scaled from a topographic map and have
 AG0120.an estimated accuracy of +/- 6 seconds.
 AG0120
 AG0120.The orthometric height was determined by differential leveling
 AG0120.and adjusted by the National Geodetic Survey in June 1991..
 AG0120
 AG0120.The geoid height was determined by GEOID03.
 AG0120
 AG0120.The dynamic height is computed by dividing the NAVD 88
 AG0120.geopotential number by the normal gravity value computed on the
 AG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0120.degrees latitude (g = 980.6199 gals.).
 AG0120
 AG0120.The modeled gravity was interpolated from observed gravity values.
 AG0120
 AG0120;                    North         East    Units  Estimated Accuracy
 AG0120;SPC FL W     -   384,860.      125,800.      MT  (+/- 180 meters Scaled)
 AG0120
 AG0120                          SUPERSEDED SURVEY CONTROL
 AG0120
 AG0120  NGVD 29 (??/??/92)    4.864  (m)           15.96   (f) ADJ UNCH    2 2
 AG0120
 AG0120.Superseded values are not recommended for survey control.
 AG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0120.See file dsdata.txt to determine how the superseded data were derived.
 AG0120
 AG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273768(NAD 83)
 AG0120_MARKER: DD = SURVEY DISK
 AG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0120+STABILITY: SURFACE MOTION
 AG0120
 AG0120  HISTORY     - Date     Condition        Report By
 AG0120  HISTORY     - UNK      MONUMENTED       FL2730
 AG0120  HISTORY     - 1976     GOOD             FLDT
 AG0120  HISTORY     - 1977     GOOD             FL-103
 AG0120  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG0120
 AG0120                          STATION DESCRIPTION
 AG0120
 AG0120'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0120'AT ST PETERSBURG.
 AG0120'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0120'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN SOUTHERLY
 AG0120'FOR 0.25 MILE TO 38TH AVE.  STATION ON LEFT, 41.0 FT. EAST OF THE
 AG0120'CENTERLINE OF PARK STREET.  49.0 FT. SOUTH OF THE CENTERLINE OF
 AG0120'38TH AVENUE, 13.5 FT. NW OF AN 8 INCH PALM TREE, 12.0 FT. SE OF
 AG0120'BACK OF CURB, 3.0 FT. EAST OF THE BACK OF SIDEWALK.  SET IN TOP
 AG0120'OF A CONCRETE POST THAT IS 2 INCHES ABOVE THE GROUND.  SECTION
 AG0120'12, T 31S, R 15E.
 AG0120
 AG0120                          STATION RECOVERY (1977)
 AG0120
 AG0120'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0120'RECOVERED IN GOOD CONDITION.
 AG0120
 AG0120                          STATION RECOVERY (1998)
 AG0120
 AG0120'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0058 ***********************************************************************
 AL0058  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0058  DESIGNATION -  224 FLHD
 AL0058  PID         -  AL0058
 AL0058  STATE/COUNTY-  FL/PINELLAS
 AL0058  USGS QUAD   -  ELFERS (1987)
 AL0058
 AL0058                         *CURRENT SURVEY CONTROL
 AL0058  ___________________________________________________________________
 AL0058* NAD 83(1986)-  28 09 31.     (N)    082 44 23.     (W)     SCALED    
 AL0058* NAVD 88     -         1.716  (meters)       5.63   (feet)  ADJUSTED  
 AL0058  ___________________________________________________________________
 AL0058  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AL0058  DYNAMIC HT  -           1.713 (meters)       5.62  (feet)  COMP
 AL0058  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AL0058
 AL0058  VERT ORDER  -  SECOND    CLASS I
 AL0058
 AL0058.The horizontal coordinates were scaled from a topographic map and have
 AL0058.an estimated accuracy of +/- 6 seconds.
 AL0058
 AL0058.The orthometric height was determined by differential leveling
 AL0058.and adjusted by the National Geodetic Survey in June 1991..
 AL0058
 AL0058.This Tidal Bench Mark is designated as VM 17178
 AL0058.by the Center for Operational Oceanographic Products and Services.
 AL0058
 AL0058.The geoid height was determined by GEOID03.
 AL0058
 AL0058.The dynamic height is computed by dividing the NAVD 88
 AL0058.geopotential number by the normal gravity value computed on the
 AL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0058.degrees latitude (g = 980.6199 gals.).
 AL0058
 AL0058.The modeled gravity was interpolated from observed gravity values.
 AL0058
 AL0058;                    North         East    Units  Estimated Accuracy
 AL0058;SPC FL W     -   424,010.      127,350.      MT  (+/- 180 meters Scaled)
 AL0058
 AL0058                          SUPERSEDED SURVEY CONTROL
 AL0058
 AL0058  NGVD 29 (??/??/92)    1.975  (m)            6.48   (f) ADJ UNCH    2 1
 AL0058
 AL0058.Superseded values are not recommended for survey control.
 AL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0058.See file dsdata.txt to determine how the superseded data were derived.
 AL0058
 AL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291159(NAD 83)
 AL0058_MARKER: DD = SURVEY DISK
 AL0058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0058_STAMPING: 224
 AL0058_MARK LOGO: FLHD  
 AL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0058+STABILITY: SURFACE MOTION
 AL0058
 AL0058  HISTORY     - Date     Condition        Report By
 AL0058  HISTORY     - UNK      MONUMENTED       FLHD
 AL0058  HISTORY     - 1972     GOOD             FLDT
 AL0058  HISTORY     - 1983     GOOD             FLDNR
 AL0058  HISTORY     - 1984     GOOD             USPSQD
 AL0058  HISTORY     - 1990     GOOD             USPSQD
 AL0058
 AL0058                          STATION DESCRIPTION
 AL0058
 AL0058'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AL0058'AT TARPON SPRINGS.
 AL0058'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0058'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.7 MILE.  STATION ON
 AL0058'RIGHT, 71.0 FT. WEST OF THE CENTERLINE OF U.S. 19, 46.0 FT. SE
 AL0058'OF POWER POLE, NUMBER 2-22580.  SET IN TOP OF A CONCRETE
 AL0058'HEADWALL.  SECTION 7, T 27 S, R 16 E.
 AL0058
 AL0058                          STATION RECOVERY (1983)
 AL0058
 AL0058'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0058'RECOVERED IN GOOD CONDITION.
 AL0058
 AL0058                          STATION RECOVERY (1984)
 AL0058
 AL0058'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0058'RECOVERED IN GOOD CONDITION.
 AL0058
 AL0058                          STATION RECOVERY (1990)
 AL0058
 AL0058'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5740 ***********************************************************************
 DG5740  DESIGNATION -  225 CMP
 DG5740  PID         -  DG5740
 DG5740  STATE/COUNTY-  FL/PUTNAM
 DG5740  USGS QUAD   -  HAWTHORNE (1984)
 DG5740
 DG5740                         *CURRENT SURVEY CONTROL
 DG5740  ___________________________________________________________________
 DG5740* NAD 83(1986)-  29 32 36.     (N)    082 02 24.     (W)     SCALED    
 DG5740* NAVD 88     -        31.060  (meters)     101.90   (feet)  ADJUSTED  
 DG5740  ___________________________________________________________________
 DG5740  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DG5740  DYNAMIC HT  -          31.017 (meters)     101.76  (feet)  COMP
 DG5740  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 DG5740
 DG5740  VERT ORDER  -  SECOND    CLASS I
 DG5740
 DG5740.The horizontal coordinates were scaled from a topographic map and have
 DG5740.an estimated accuracy of +/- 6 seconds.
 DG5740
 DG5740.The orthometric height was determined by differential leveling
 DG5740.and adjusted by the National Geodetic Survey in August 2004..
 DG5740
 DG5740.The geoid height was determined by GEOID03.
 DG5740
 DG5740.The dynamic height is computed by dividing the NAVD 88
 DG5740.geopotential number by the normal gravity value computed on the
 DG5740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5740.degrees latitude (g = 980.6199 gals.).
 DG5740
 DG5740.The modeled gravity was interpolated from observed gravity values.
 DG5740
 DG5740;                    North         East    Units  Estimated Accuracy
 DG5740;SPC FL E     -   577,700.       99,200.      MT  (+/- 180 meters Scaled)
 DG5740
 DG5740                          SUPERSEDED SURVEY CONTROL
 DG5740
 DG5740.No superseded survey control is available for this station.
 DG5740
 DG5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN992686(NAD 83)
 DG5740_MARKER: DD = SURVEY DISK
 DG5740_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5740_STAMPING: 225 CMP 1965 103
 DG5740_MARK LOGO: DI    
 DG5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5740+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5740
 DG5740  HISTORY     - Date     Condition        Report By
 DG5740  HISTORY     - 1965     MONUMENTED       DI
 DG5740  HISTORY     - 20000512 GOOD             FLDEP
 DG5740
 DG5740                          STATION DESCRIPTION
 DG5740
 DG5740'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5740'THE MARK IS ABOUT 20.0 MI (32.2 KM) SOUTHEAST OF GAINESVILLE, 4.0 MI
 DG5740'(6.4 KM) SOUTHEAST OF HAWTHORNE, ON GORDON CHAPEL ROAD IN SECTION 18,
 DG5740'TOWNSHIP 11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 DG5740'INTERSECTION OF U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO
 DG5740'EAST ON STATE ROAD 20 FOR 1.9 MI (3.1 KM) TO THE PUTNAM COUNTY LINE,
 DG5740'CONTINUE EAST ON STATE ROAD 20 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DG5740'GORDON CHAPEL ROAD ON THE RIGHT, TURN RIGHT ON GORDON CHAPEL ROAD AND
 DG5740'GO SOUTH FOR 4.55 MI (7.32 KM) TO THE JUNCTION OF LAKE SUSAN ROAD AND
 DG5740'THE MARK ON THE SOUTHWEST SIDE OF A WOODEN FENCE, SET IN THE TOP OF A
 DG5740'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DG5740'THIS MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 DG5740'301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S. HIGHWAY 301 FOR
 DG5740'0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD (SE 6TH AVE) ON
 DG5740'THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE) AND GO EAST FOR
 DG5740'3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE EAST ON HOLDEN
 DG5740'PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT (HOLDEN
 DG5740'PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE JUNCTION OF STAR LAKE
 DG5740'ROAD, GORDON CHAPEL ROAD AND THE MARK ON THE RIGHT. LOCATED 50.6 FT
 DG5740'(15.4 M) WEST OF THE APPROXIMATE CENTERLINE OF STAR LAKE ROAD, 38.5 FT
 DG5740'(11.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF HOLDEN PARK ROAD AND
 DG5740'LAKE SUSAN ROAD, 2.0 FT (0.6 M) (0.6 SOUTH-SOUTHWEST OF THE BACK SIDE
 DG5740'OF THE WOODEN FENCE, 1.6 FT (0.5 M) SOUTH OF THE WOODEN FENCE LEADING
 DG5740'WEST AND 1.1 FT (0.3 M) WEST OF THE WOODEN FENCE LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0059 ***********************************************************************
 AL0059  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0059  DESIGNATION -  225 FLHD
 AL0059  PID         -  AL0059
 AL0059  STATE/COUNTY-  FL/PINELLAS
 AL0059  USGS QUAD   -  ELFERS (1987)
 AL0059
 AL0059                         *CURRENT SURVEY CONTROL
 AL0059  ___________________________________________________________________
 AL0059* NAD 83(1986)-  28 09 25.     (N)    082 44 23.     (W)     SCALED    
 AL0059* NAVD 88     -        11.192  (meters)      36.72   (feet)  ADJUSTED  
 AL0059  ___________________________________________________________________
 AL0059  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AL0059  DYNAMIC HT  -          11.175 (meters)      36.66  (feet)  COMP
 AL0059  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL0059
 AL0059  VERT ORDER  -  SECOND    CLASS I
 AL0059
 AL0059.The horizontal coordinates were scaled from a topographic map and have
 AL0059.an estimated accuracy of +/- 6 seconds.
 AL0059
 AL0059.The orthometric height was determined by differential leveling
 AL0059.and adjusted by the National Geodetic Survey in June 1991..
 AL0059
 AL0059.This Tidal Bench Mark is designated as VM 7655
 AL0059.by the Center for Operational Oceanographic Products and Services.
 AL0059
 AL0059.The geoid height was determined by GEOID03.
 AL0059
 AL0059.The dynamic height is computed by dividing the NAVD 88
 AL0059.geopotential number by the normal gravity value computed on the
 AL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0059.degrees latitude (g = 980.6199 gals.).
 AL0059
 AL0059.The modeled gravity was interpolated from observed gravity values.
 AL0059
 AL0059;                    North         East    Units  Estimated Accuracy
 AL0059;SPC FL W     -   423,820.      127,350.      MT  (+/- 180 meters Scaled)
 AL0059
 AL0059                          SUPERSEDED SURVEY CONTROL
 AL0059
 AL0059  NGVD 29 (??/??/92)   11.451  (m)           37.57   (f) ADJ UNCH    2 1
 AL0059
 AL0059.Superseded values are not recommended for survey control.
 AL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0059.See file dsdata.txt to determine how the superseded data were derived.
 AL0059
 AL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291158(NAD 83)
 AL0059_MARKER: DD = SURVEY DISK
 AL0059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0059_STAMPING: 225
 AL0059_MARK LOGO: FLHD  
 AL0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0059
 AL0059  HISTORY     - Date     Condition        Report By
 AL0059  HISTORY     - UNK      MONUMENTED       FLHD
 AL0059  HISTORY     - 1976     GOOD             NGS
 AL0059  HISTORY     - 1983     GOOD             FLDNR
 AL0059  HISTORY     - 1984     GOOD             USPSQD
 AL0059  HISTORY     - 1990     GOOD             USPSQD
 AL0059
 AL0059                          STATION DESCRIPTION
 AL0059
 AL0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0059'AT TARPON SPRINGS.
 AL0059'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0059'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.90 MILE TO THE NORTH
 AL0059'END OF THE SOUTH BOUND OVERPASS.  STATION ON RIGHT, IN THE NW
 AL0059'CORNER OF THE SOUTH BOUND OVERPASS.  SET IN TOP OF THE CONCRETE
 AL0059'WINGWALL.  SECTION 7, T 27 S, R 16 E.
 AL0059
 AL0059                          STATION RECOVERY (1983)
 AL0059
 AL0059'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0059'RECOVERED IN GOOD CONDITION.
 AL0059
 AL0059                          STATION RECOVERY (1984)
 AL0059
 AL0059'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0059'RECOVERED IN GOOD CONDITION.
 AL0059
 AL0059                          STATION RECOVERY (1990)
 AL0059
 AL0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0060 ***********************************************************************
 AL0060  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0060  DESIGNATION -  226 FLHD
 AL0060  PID         -  AL0060
 AL0060  STATE/COUNTY-  FL/PINELLAS
 AL0060  USGS QUAD   -  ELFERS (1987)
 AL0060
 AL0060                         *CURRENT SURVEY CONTROL
 AL0060  ___________________________________________________________________
 AL0060* NAD 83(1986)-  28 09 19.     (N)    082 44 23.     (W)     SCALED    
 AL0060* NAVD 88     -        11.706  (meters)      38.41   (feet)  ADJUSTED  
 AL0060  ___________________________________________________________________
 AL0060  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AL0060  DYNAMIC HT  -          11.689 (meters)      38.35  (feet)  COMP
 AL0060  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 AL0060
 AL0060  VERT ORDER  -  SECOND    CLASS I
 AL0060
 AL0060.The horizontal coordinates were scaled from a topographic map and have
 AL0060.an estimated accuracy of +/- 6 seconds.
 AL0060
 AL0060.The orthometric height was determined by differential leveling
 AL0060.and adjusted by the National Geodetic Survey in June 1991..
 AL0060
 AL0060.This Tidal Bench Mark is designated as VM 7653
 AL0060.by the Center for Operational Oceanographic Products and Services.
 AL0060
 AL0060.The geoid height was determined by GEOID03.
 AL0060
 AL0060.The dynamic height is computed by dividing the NAVD 88
 AL0060.geopotential number by the normal gravity value computed on the
 AL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0060.degrees latitude (g = 980.6199 gals.).
 AL0060
 AL0060.The modeled gravity was interpolated from observed gravity values.
 AL0060
 AL0060;                    North         East    Units  Estimated Accuracy
 AL0060;SPC FL W     -   423,640.      127,350.      MT  (+/- 180 meters Scaled)
 AL0060
 AL0060                          SUPERSEDED SURVEY CONTROL
 AL0060
 AL0060  NGVD 29 (??/??/92)   11.966  (m)           39.26   (f) ADJ UNCH    2 1
 AL0060
 AL0060.Superseded values are not recommended for survey control.
 AL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0060.See file dsdata.txt to determine how the superseded data were derived.
 AL0060
 AL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291156(NAD 83)
 AL0060_MARKER: DD = SURVEY DISK
 AL0060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0060_STAMPING: 226
 AL0060_MARK LOGO: FLHD  
 AL0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0060
 AL0060  HISTORY     - Date     Condition        Report By
 AL0060  HISTORY     - UNK      MONUMENTED       FLHD
 AL0060  HISTORY     - 1976     GOOD             FLDT
 AL0060  HISTORY     - 1983     GOOD             FLDNR
 AL0060  HISTORY     - 1984     GOOD             USPSQD
 AL0060  HISTORY     - 1990     GOOD             USPSQD
 AL0060
 AL0060                          STATION DESCRIPTION
 AL0060
 AL0060'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0060'AT TARPON SPRINGS.
 AL0060'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0060'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.95 MILE TO THE SOUTH END
 AL0060'OF THE SOUTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE CORNER
 AL0060'OF THE SOUTH BOUND OVERPASS.  SET IN TOP OF THE CONCRETE
 AL0060'WINGWALL.  SECTION 7, T 27 S, R 16 E.
 AL0060
 AL0060                          STATION RECOVERY (1983)
 AL0060
 AL0060'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0060'RECOVERED IN GOOD CONDITION.
 AL0060
 AL0060                          STATION RECOVERY (1984)
 AL0060
 AL0060'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0060'RECOVERED IN GOOD CONDITION.
 AL0060
 AL0060                          STATION RECOVERY (1990)
 AL0060
 AL0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0061 ***********************************************************************
 AL0061  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0061  DESIGNATION -  227 FLHD
 AL0061  PID         -  AL0061
 AL0061  STATE/COUNTY-  FL/PINELLAS
 AL0061  USGS QUAD   -  ELFERS (1987)
 AL0061
 AL0061                         *CURRENT SURVEY CONTROL
 AL0061  ___________________________________________________________________
 AL0061* NAD 83(1986)-  28 09 19.     (N)    082 44 23.     (W)     SCALED    
 AL0061* NAVD 88     -        11.698  (meters)      38.38   (feet)  ADJUSTED  
 AL0061  ___________________________________________________________________
 AL0061  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AL0061  DYNAMIC HT  -          11.681 (meters)      38.32  (feet)  COMP
 AL0061  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 AL0061
 AL0061  VERT ORDER  -  SECOND    CLASS II
 AL0061
 AL0061.The horizontal coordinates were scaled from a topographic map and have
 AL0061.an estimated accuracy of +/- 6 seconds.
 AL0061
 AL0061.The orthometric height was determined by differential leveling
 AL0061.and adjusted by the National Geodetic Survey in June 1991..
 AL0061
 AL0061.This Tidal Bench Mark is designated as VM 7654
 AL0061.by the Center for Operational Oceanographic Products and Services.
 AL0061
 AL0061.The geoid height was determined by GEOID03.
 AL0061
 AL0061.The dynamic height is computed by dividing the NAVD 88
 AL0061.geopotential number by the normal gravity value computed on the
 AL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0061.degrees latitude (g = 980.6199 gals.).
 AL0061
 AL0061.The modeled gravity was interpolated from observed gravity values.
 AL0061
 AL0061;                    North         East    Units  Estimated Accuracy
 AL0061;SPC FL W     -   423,640.      127,350.      MT  (+/- 180 meters Scaled)
 AL0061
 AL0061                          SUPERSEDED SURVEY CONTROL
 AL0061
 AL0061  NGVD 29 (??/??/92)   11.958  (m)           39.23   (f) ADJ UNCH    2 2
 AL0061
 AL0061.Superseded values are not recommended for survey control.
 AL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0061.See file dsdata.txt to determine how the superseded data were derived.
 AL0061
 AL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291156(NAD 83)
 AL0061_MARKER: DD = SURVEY DISK
 AL0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0061_SP_SET: OVERPASS
 AL0061_STAMPING: 227
 AL0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0061
 AL0061  HISTORY     - Date     Condition        Report By
 AL0061  HISTORY     - UNK      MONUMENTED       FLHD
 AL0061  HISTORY     - 1976     GOOD             FLDT
 AL0061  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0061  HISTORY     - 19950217 GOOD             USPSQD
 AL0061
 AL0061                          STATION DESCRIPTION
 AL0061
 AL0061'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0061'AT TARPON SPRINGS.
 AL0061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0061'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.95 MILE TO THE SOUTH
 AL0061'END OF THE NORTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE
 AL0061'CORNER OF THE NORTH BOUND OVERPASS.  SET IN TOP OF CONCRETE
 AL0061'WINGWALL.  SECTION 7, T 27 S, R 16 E.
 AL0061
 AL0061                          STATION RECOVERY (1990)
 AL0061
 AL0061'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0061'MARK NOT FOUND.
 AL0061
 AL0061                          STATION RECOVERY (1995)
 AL0061
 AL0061'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7465 ***********************************************************************
 AJ7465  DESIGNATION -  22.77
 AJ7465  PID         -  AJ7465
 AJ7465  STATE/COUNTY-  FL/BREVARD
 AJ7465  USGS QUAD   -  DEER PARK SE (1984)
 AJ7465
 AJ7465                         *CURRENT SURVEY CONTROL
 AJ7465  ___________________________________________________________________
 AJ7465* NAD 83(1986)-  28 05 31.     (N)    080 48 47.     (W)     SCALED    
 AJ7465* NAVD 88     -         6.556  (meters)      21.51   (feet)  ADJUSTED  
 AJ7465  ___________________________________________________________________
 AJ7465  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AJ7465  DYNAMIC HT  -           6.546 (meters)      21.48  (feet)  COMP
 AJ7465  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 AJ7465
 AJ7465  VERT ORDER  -  SECOND    CLASS I
 AJ7465
 AJ7465.The horizontal coordinates were scaled from a topographic map and have
 AJ7465.an estimated accuracy of +/- 6 seconds.
 AJ7465
 AJ7465.The orthometric height was determined by differential leveling
 AJ7465.and adjusted by the National Geodetic Survey in March 2002..
 AJ7465
 AJ7465.The geoid height was determined by GEOID03.
 AJ7465
 AJ7465.The dynamic height is computed by dividing the NAVD 88
 AJ7465.geopotential number by the normal gravity value computed on the
 AJ7465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7465.degrees latitude (g = 980.6199 gals.).
 AJ7465
 AJ7465.The modeled gravity was interpolated from observed gravity values.
 AJ7465
 AJ7465;                    North         East    Units  Estimated Accuracy
 AJ7465;SPC FL E     -   416,410.      218,370.      MT  (+/- 180 meters Scaled)
 AJ7465
 AJ7465                          SUPERSEDED SURVEY CONTROL
 AJ7465
 AJ7465.No superseded survey control is available for this station.
 AJ7465
 AJ7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM183074(NAD 83)
 AJ7465_MARKER: DD = SURVEY DISK
 AJ7465_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ7465_SP_SET: BOX CULVERT
 AJ7465_STAMPING: 22.77
 AJ7465_MARK LOGO: FLSRD 
 AJ7465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7465+STABILITY: SURFACE MOTION
 AJ7465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7465+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 AJ7465
 AJ7465  HISTORY     - Date     Condition        Report By
 AJ7465  HISTORY     - UNK      MONUMENTED       FLSRD
 AJ7465  HISTORY     - 19970601 GOOD             FLDEP
 AJ7465  HISTORY     - 20060725 GOOD             FL-009
 AJ7465
 AJ7465                          STATION DESCRIPTION
 AJ7465
 AJ7465'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7465'THE MARK IS ABOUT 11.8 MI (19.0 KM) WEST OF MELBOURNE IN SECTION 34,
 AJ7465'TOWNSHIP 27 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ7465'INTERSECTION OF INTERSTATE 95 AND U.S. HIGHWAY 192 WEST OF MELBOURNE,
 AJ7465'GO WESTERLY ON U.S. HIGHWAY 192 FOR 4.6 MI (7.4 KM) TO THE START OF
 AJ7465'THE DIVIDED HIGHWAY (PASSING LANE), CONTINUE WEST ON U.S. HIGHWAY 192
 AJ7465'FOR 2.2 MI (3.5 KM) TO A BOX CULVERT AND THE MARK ON THE LEFT, SET
 AJ7465'FLUSH IN THE APPROXIMATE CENTER OF THE BOX CULVERT AND ABOUT 2.0 FT
 AJ7465'(0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 192. LOCATED 30.2 FT (9.2 M)
 AJ7465'SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 192, 16.0 FT (4.9
 AJ7465'M) EAST OF THE WEST END OF A CONCRETE RETAINING WALL, 15.8 FT (4.8 M)
 AJ7465'WEST OF THE EAST END OF CONCRETE RETAINING WALL, 9.4 FT (2.9 M) SOUTH
 AJ7465'OF A METAL GUARDRAIL AND 9.2 FT (2.8 M) SOUTH OF A CARSONITE WITNESS
 AJ7465'POST.
 AJ7465
 AJ7465                          STATION RECOVERY (2006)
 AJ7465
 AJ7465'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2006 (SRV)
 AJ7465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9100 ***********************************************************************
 DE9100  DESIGNATION -  22.8 300 G
 DE9100  PID         -  DE9100
 DE9100  STATE/COUNTY-  FL/MANATEE
 DE9100  USGS QUAD   -  KEENTOWN (1987)
 DE9100
 DE9100                         *CURRENT SURVEY CONTROL
 DE9100  ___________________________________________________________________
 DE9100* NAD 83(1986)-  27 35 23.     (N)    082 08 08.     (W)     SCALED    
 DE9100* NAVD 88     -        36.392  (meters)     119.40   (feet)  ADJUSTED  
 DE9100  ___________________________________________________________________
 DE9100  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DE9100  DYNAMIC HT  -          36.337 (meters)     119.22  (feet)  COMP
 DE9100  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 DE9100
 DE9100  VERT ORDER  -  SECOND    CLASS I
 DE9100
 DE9100.The horizontal coordinates were scaled from a topographic map and have
 DE9100.an estimated accuracy of +/- 6 seconds.
 DE9100
 DE9100.The orthometric height was determined by differential leveling
 DE9100.and adjusted by the National Geodetic Survey in May 2004..
 DE9100
 DE9100.The geoid height was determined by GEOID03.
 DE9100
 DE9100.The dynamic height is computed by dividing the NAVD 88
 DE9100.geopotential number by the normal gravity value computed on the
 DE9100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9100.degrees latitude (g = 980.6199 gals.).
 DE9100
 DE9100.The modeled gravity was interpolated from observed gravity values.
 DE9100
 DE9100;                    North         East    Units  Estimated Accuracy
 DE9100;SPC FL W     -   360,750.      186,620.      MT  (+/- 180 meters Scaled)
 DE9100
 DE9100                          SUPERSEDED SURVEY CONTROL
 DE9100
 DE9100.No superseded survey control is available for this station.
 DE9100
 DE9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL879522(NAD 83)
 DE9100_MARKER: DD = SURVEY DISK
 DE9100_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9100+WITH SETTING: INFORMATION.
 DE9100_STAMPING: 22.8-300G LB 262
 DE9100_MARK LOGO: GULFST
 DE9100_PROJECTION: RECESSED 5 CENTIMETERS
 DE9100_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9100+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE9100
 DE9100  HISTORY     - Date     Condition        Report By
 DE9100  HISTORY     - UNK      MONUMENTED       GULFST
 DE9100  HISTORY     - 20020529 GOOD             FLDEP
 DE9100
 DE9100                          STATION DESCRIPTION
 DE9100
 DE9100'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9100'THE MARK IS ABOUT 18.2 MI EAST OF PARRISH, IN SECTION 20, TOWNSHIP 33
 DE9100'SOUTH, RANGE 22 EAST.
 DE9100' 
 DE9100'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9100'62 IN PARRISH, GO
 DE9100'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9100'ON THE LEFT,
 DE9100'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9100'ROAD ON THE LEFT,
 DE9100'CONTINUE EAST ON STATE ROAD 62 FOR 8.8 MI TO THE JUNCTION OF COUNTY
 DE9100'ROAD 39 ON THE LEFT,
 DE9100'CONTINUE EAST ON STATE ROAD 62 FOR 1.1 MI TO THE MARK ON THE RIGHT, A
 DE9100'ROD AND DISC SET IN
 DE9100'CONCRETE RECESSED 0.2 FT BELOW THE LEVEL OF THE 6-INCH PVC PIPE FLUSH
 DE9100'WITH THE GROUND
 DE9100'AND ABOUT 0.3 FT BELOW THE LEVEL OF STATE ROAD 62.
 DE9100' 
 DE9100'LOCATED 102.0 FT EAST OF A FIBER OPTIC CABLE WARNING PEDESTAL NUMBER
 DE9100'2244-00, 96.4 FT
 DE9100'NORTH-NORTHWEST OF POWER POLE NUMBER 16-184A, 42.6 FT SOUTH OF THE
 DE9100'APPROXIMATE
 DE9100'CENTERLINE OF STATE ROAD 62, 31.5 FT SOUTH OF THE EDGE OF THE PAVEMENT
 DE9100'OF STATE ROAD 62,
 DE9100'7.8 FT NORTH OF A DOWNED BARB WIRE FENCE AND 1.0 FT NORTH OF A
 DE9100'CARSONITE WITNESS POST.
 DE9100' 
 DE9100'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0062 ***********************************************************************
 AL0062  DESIGNATION -  228 FLHD
 AL0062  PID         -  AL0062
 AL0062  STATE/COUNTY-  FL/PINELLAS
 AL0062  USGS QUAD   -  ELFERS (1987)
 AL0062
 AL0062                         *CURRENT SURVEY CONTROL
 AL0062  ___________________________________________________________________
 AL0062* NAD 83(1986)-  28 08 37.     (N)    082 44 23.     (W)     SCALED    
 AL0062* NAVD 88     -         2.228  (meters)       7.31   (feet)  ADJUSTED  
 AL0062  ___________________________________________________________________
 AL0062  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AL0062  DYNAMIC HT  -           2.224 (meters)       7.30  (feet)  COMP
 AL0062  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 AL0062
 AL0062  VERT ORDER  -  SECOND    CLASS II
 AL0062
 AL0062.The horizontal coordinates were scaled from a topographic map and have
 AL0062.an estimated accuracy of +/- 6 seconds.
 AL0062
 AL0062.The orthometric height was determined by differential leveling
 AL0062.and adjusted by the National Geodetic Survey in June 1991..
 AL0062
 AL0062.The geoid height was determined by GEOID03.
 AL0062
 AL0062.The dynamic height is computed by dividing the NAVD 88
 AL0062.geopotential number by the normal gravity value computed on the
 AL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0062.degrees latitude (g = 980.6199 gals.).
 AL0062
 AL0062.The modeled gravity was interpolated from observed gravity values.
 AL0062
 AL0062;                    North         East    Units  Estimated Accuracy
 AL0062;SPC FL W     -   422,340.      127,340.      MT  (+/- 180 meters Scaled)
 AL0062
 AL0062                          SUPERSEDED SURVEY CONTROL
 AL0062
 AL0062  NGVD 29 (??/??/92)    2.487  (m)            8.16   (f) ADJ UNCH    2 2
 AL0062
 AL0062.Superseded values are not recommended for survey control.
 AL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0062.See file dsdata.txt to determine how the superseded data were derived.
 AL0062
 AL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291143(NAD 83)
 AL0062_MARKER: DD = SURVEY DISK
 AL0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0062_SP_SET: HEADWALL
 AL0062_STAMPING: 228
 AL0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0062
 AL0062  HISTORY     - Date     Condition        Report By
 AL0062  HISTORY     - UNK      MONUMENTED       FLHD
 AL0062  HISTORY     - 1976     GOOD             FLDT
 AL0062  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0062
 AL0062                          STATION DESCRIPTION
 AL0062
 AL0062'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0062'AT TARPON SPRING.
 AL0062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0062'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.15 MILE.
 AL0062'STATION ON LEFT, 59.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0062'62.0 FT. NW OF POWER POLE, NUMBER 2-23560.  SET IN TOP OF
 AL0062'CONCRETE HEADWALL.  SECTION 8, T27S, R16E.
 AL0062
 AL0062                          STATION RECOVERY (1990)
 AL0062
 AL0062'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0121 ***********************************************************************
 BG0121  DESIGNATION -  228 USE
 BG0121  PID         -  BG0121
 BG0121  STATE/COUNTY-  FL/ESCAMBIA
 BG0121  USGS QUAD   -  CANTONMENT (1987)
 BG0121
 BG0121                         *CURRENT SURVEY CONTROL
 BG0121  ___________________________________________________________________
 BG0121* NAD 83(1986)-  30 30 04.     (N)    087 20 37.     (W)     SCALED    
 BG0121* NAVD 88     -        25.781  (meters)      84.58   (feet)  ADJUSTED  
 BG0121  ___________________________________________________________________
 BG0121  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG0121  DYNAMIC HT  -          25.748 (meters)      84.47  (feet)  COMP
 BG0121  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BG0121
 BG0121  VERT ORDER  -  SECOND    CLASS 0
 BG0121
 BG0121.The horizontal coordinates were scaled from a topographic map and have
 BG0121.an estimated accuracy of +/- 6 seconds.
 BG0121
 BG0121.The orthometric height was determined by differential leveling
 BG0121.and adjusted by the National Geodetic Survey in June 1991..
 BG0121
 BG0121.The geoid height was determined by GEOID03.
 BG0121
 BG0121.The dynamic height is computed by dividing the NAVD 88
 BG0121.geopotential number by the normal gravity value computed on the
 BG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0121.degrees latitude (g = 980.6199 gals.).
 BG0121
 BG0121.The modeled gravity was interpolated from observed gravity values.
 BG0121
 BG0121;                    North         East    Units  Estimated Accuracy
 BG0121;SPC FL N     -   169,800.      327,060.      MT  (+/- 180 meters Scaled)
 BG0121
 BG0121                          SUPERSEDED SURVEY CONTROL
 BG0121
 BG0121  NGVD 29 (??/??/92)   25.825  (m)           84.73   (f) ADJ UNCH    2 0
 BG0121
 BG0121.Superseded values are not recommended for survey control.
 BG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0121.See file dsdata.txt to determine how the superseded data were derived.
 BG0121
 BG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU670743(NAD 83)
 BG0121_MARKER: DD = SURVEY DISK
 BG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0121_STAMPING: NO 228 ELEV 88
 BG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0121+STABILITY: SURFACE MOTION
 BG0121
 BG0121  HISTORY     - Date     Condition        Report By
 BG0121  HISTORY     - UNK      MONUMENTED       DOD
 BG0121  HISTORY     - 1955     GOOD             NGS
 BG0121  HISTORY     - 20060308 MARK NOT FOUND   USPSQD
 BG0121
 BG0121                          STATION DESCRIPTION
 BG0121
 BG0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0121'7 MI NW FROM WEST PENSACOLA.
 BG0121'7.0 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE OVER PASS
 BG0121'OVER THE ST. LOUIS AND SAN FRANCISCO RAILWAY AT WEST PENSACOLA,
 BG0121'0.55 MILE NORTH WEST OF BRIDGE OVER ELEVENMILE CREEK, ABOUT
 BG0121'100 YARDS EAST OF THE SUMMIT OF A HILL, 22 FEET SOUTH OF THE
 BG0121'CENTER LINE OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 BG0121'PROJECTING 1.8 FEET.
 BG0121
 BG0121                          STATION RECOVERY (2006)
 BG0121
 BG0121'RECOVERY NOTE BY US POWER SQUADRON 2006 (GRB)
 BG0121'A LOT OF CONSTRUCTION WORK IN AREA.  LOOKED OVER AREA OF MARK
 BG0121'DESCRIPTION FOR 2 HOURS WITHOUT FINDING IT.  SUSPECT MARK HAS BEEN
 BG0121'MOVED OR COVERED BY CONSTRUCTION ACTIVITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0063 ***********************************************************************
 AL0063  DESIGNATION -  229 FLHD
 AL0063  PID         -  AL0063
 AL0063  STATE/COUNTY-  FL/PINELLAS
 AL0063  USGS QUAD   -  ELFERS (1987)
 AL0063
 AL0063                         *CURRENT SURVEY CONTROL
 AL0063  ___________________________________________________________________
 AL0063* NAD 83(1986)-  28 08 25.     (N)    082 44 23.     (W)     SCALED    
 AL0063* NAVD 88     -         3.204  (meters)      10.51   (feet)  ADJUSTED  
 AL0063  ___________________________________________________________________
 AL0063  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AL0063  DYNAMIC HT  -           3.200 (meters)      10.50  (feet)  COMP
 AL0063  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 AL0063
 AL0063  VERT ORDER  -  SECOND    CLASS II
 AL0063
 AL0063.The horizontal coordinates were scaled from a topographic map and have
 AL0063.an estimated accuracy of +/- 6 seconds.
 AL0063
 AL0063.The orthometric height was determined by differential leveling
 AL0063.and adjusted by the National Geodetic Survey in June 1991..
 AL0063
 AL0063.The geoid height was determined by GEOID03.
 AL0063
 AL0063.The dynamic height is computed by dividing the NAVD 88
 AL0063.geopotential number by the normal gravity value computed on the
 AL0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0063.degrees latitude (g = 980.6199 gals.).
 AL0063
 AL0063.The modeled gravity was interpolated from observed gravity values.
 AL0063
 AL0063;                    North         East    Units  Estimated Accuracy
 AL0063;SPC FL W     -   421,980.      127,340.      MT  (+/- 180 meters Scaled)
 AL0063
 AL0063                          SUPERSEDED SURVEY CONTROL
 AL0063
 AL0063  NGVD 29 (??/??/92)    3.463  (m)           11.36   (f) ADJ UNCH    2 2
 AL0063
 AL0063.Superseded values are not recommended for survey control.
 AL0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0063.See file dsdata.txt to determine how the superseded data were derived.
 AL0063
 AL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291139(NAD 83)
 AL0063_MARKER: DD = SURVEY DISK
 AL0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0063_SP_SET: HEADWALL
 AL0063_STAMPING: 229
 AL0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0063
 AL0063  HISTORY     - Date     Condition        Report By
 AL0063  HISTORY     - UNK      MONUMENTED       FLHD
 AL0063  HISTORY     - 1976     GOOD             FLHD
 AL0063  HISTORY     - 1984     GOOD             USPSQD
 AL0063  HISTORY     - 1990     GOOD             USPSQD
 AL0063
 AL0063                          STATION DESCRIPTION
 AL0063
 AL0063'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1976
 AL0063'AT TARPON SPRING.
 AL0063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0063'KEYSTONE RD.  (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.4 MILE.
 AL0063'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0063'38.5 FT. SW OF POWER POLE, NUMBER 2-14049.  SET IN TOP OF THE
 AL0063'CONCRETE HEADWALL.  SECTION 8, T27S, R16E.
 AL0063
 AL0063                          STATION RECOVERY (1984)
 AL0063
 AL0063'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0063'RECOVERED IN GOOD CONDITION.
 AL0063
 AL0063                          STATION RECOVERY (1990)
 AL0063
 AL0063'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3585 ***********************************************************************
 BE3585  DESIGNATION -  23
 BE3585  PID         -  BE3585
 BE3585  STATE/COUNTY-  FL/BAY
 BE3585  USGS QUAD   -  LONG POINT (1982)
 BE3585
 BE3585                         *CURRENT SURVEY CONTROL
 BE3585  ___________________________________________________________________
 BE3585* NAD 83(1990)-  30 03 04.78753(N)    085 30 39.54480(W)     ADJUSTED  
 BE3585* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BE3585  ___________________________________________________________________
 BE3585  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BE3585  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3585
 BE3585  HORZ ORDER  -  SECOND
 BE3585
 BE3585.The horizontal coordinates were established by classical geodetic methods
 BE3585.and adjusted by the National Geodetic Survey in May 1991..
 BE3585
 BE3585.The orthometric height was scaled from a topographic map.
 BE3585
 BE3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3585
 BE3585.The geoid height was determined by GEOID03.
 BE3585
 BE3585;                    North         East     Units Scale Factor Converg.
 BE3585;SPC FL N     -   116,969.226   502,510.196   MT  0.99995047   -0 30 29.0
 BE3585;SPC FL N     -   383,756.54  1,648,652.20   sFT  0.99995047   -0 30 29.0
 BE3585;UTM  16      - 3,325,407.347   643,546.232   MT  0.99985422   +0 44 44.8
 BE3585
 BE3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3585!SPC FL N     -   1.00000420  x   0.99995047  =   0.99995467
 BE3585!UTM  16      -   1.00000420  x   0.99985422  =   0.99985842
 BE3585
 BE3585:                Primary Azimuth Mark                     Grid Az
 BE3585:SPC FL N     -  ALA                                      006 14 41.6
 BE3585:UTM  16      -  ALA                                      004 59 27.8
 BE3585
 BE3585|---------------------------------------------------------------------|
 BE3585| PID    Reference Object                     Distance      Geod. Az  |
 BE3585|                                                           dddmmss.s |
 BE3585| BE3583 ALA                                 APPROX. 4.7 KM 0054412.6 |
 BE3585| CW2618 23 RM 2                              28.209 METERS 07639     |
 BE3585| CW2617 23 RM 1                              25.922 METERS 26406     |
 BE3585|---------------------------------------------------------------------|
 BE3585
 BE3585                          SUPERSEDED SURVEY CONTROL
 BE3585
 BE3585  NAD 83(1986)-  30 03 04.79830(N)    085 30 39.55800(W) AD(       ) 2
 BE3585  NAD 27      -  30 03 04.06800(N)    085 30 39.83500(W) AD(       ) 2
 BE3585
 BE3585.Superseded values are not recommended for survey control.
 BE3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3585.See file dsdata.txt to determine how the superseded data were derived.
 BE3585
 BE3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4354625407(NAD 83)
 BE3585_MARKER: I = METAL ROD
 BE3585_SETTING: 0 = UNSPECIFIED SETTING
 BE3585
 BE3585  HISTORY     - Date     Condition        Report By
 BE3585  HISTORY     - 1934     MONUMENTED       USE
 BE3585  HISTORY     - 1977     GOOD             NGS
 BE3585  HISTORY     - 1986     POOR             USPSQD
 BE3585  HISTORY     - 19970420 GOOD             USPSQD
 BE3585
 BE3585                          STATION DESCRIPTION
 BE3585
 BE3585'DESCRIBED BY US ENGINEERS 1934 (WDP)
 BE3585'THIS STATION IS LOCATED ON THE S SHORE OF EAST BAY.  ON A POINT
 BE3585'ABOUT 1-1/2 MILES SE OF GOOSE POINT.  ABOUT 95 METERS W OF THE
 BE3585'EASTERN SHORE OF THE POINT.  AND ABOUT 5 METERS INSHORE FROM
 BE3585'HIGH-WATER LINE.  STATION IS MARKED BY A BRASS ROD SET IN A
 BE3585'6-INCH CONCRETE POST WHICH EXTENDS ABOUT 4 INCHES ABOVE THE
 BE3585'GROUND.
 BE3585'
 BE3585'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3585'CONCRETE, IN THE TOP OF A TILE.
 BE3585'
 BE3585'REFERENCE MARK NO. 1, 1934 IS LOCATED 25.9 METERS SW OF THE
 BE3585'STATION.  AND IS STAMPED U.S.E.D. 23, 1934 NO. 1.  REFERENCE
 BE3585'MARK NO. 2, 1934 IS LOCATED 28.2 METERS NE OF THE STATION, AND
 BE3585'IS STAMPED U.S.E.D. 23, 1934 NO. 2.
 BE3585'
 BE3585'HEIGHT OF LIGHT ABOVE STATION MARK 10.3 METERS.
 BE3585
 BE3585                          STATION RECOVERY (1977)
 BE3585
 BE3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 BE3585'STATION AND RM NO. 1 WERE RECOVERED AS DESCRIBED IN GOOD
 BE3585'CONDITION.  RM NO. 2 WAS RECOVERED DESTROYED.
 BE3585
 BE3585                          STATION RECOVERY (1986)
 BE3585
 BE3585'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEP)
 BE3585'MARK RECOVERED IN POOR CONDITION.
 BE3585
 BE3585                          STATION RECOVERY (1997)
 BE3585
 BE3585'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE3585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5341 ***********************************************************************
 AK5341  DESIGNATION -  23 A FLHD
 AK5341  PID         -  AK5341
 AK5341  STATE/COUNTY-  FL/SEMINOLE
 AK5341  USGS QUAD   -  CASSELBERRY (1980)
 AK5341
 AK5341                         *CURRENT SURVEY CONTROL
 AK5341  ___________________________________________________________________
 AK5341* NAD 83(1986)-  28 41 42.     (N)    081 20 46.     (W)     SCALED    
 AK5341* NAVD 88     -        24.601  (meters)      80.71   (feet)  ADJUSTED  
 AK5341  ___________________________________________________________________
 AK5341  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AK5341  DYNAMIC HT  -          24.566 (meters)      80.60  (feet)  COMP
 AK5341  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 AK5341
 AK5341  VERT ORDER  -  FIRST     CLASS II
 AK5341
 AK5341.The horizontal coordinates were scaled from a topographic map and have
 AK5341.an estimated accuracy of +/- 6 seconds.
 AK5341
 AK5341.The orthometric height was determined by differential leveling
 AK5341.and adjusted by the National Geodetic Survey in June 1991..
 AK5341
 AK5341.The geoid height was determined by GEOID03.
 AK5341
 AK5341.The dynamic height is computed by dividing the NAVD 88
 AK5341.geopotential number by the normal gravity value computed on the
 AK5341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5341.degrees latitude (g = 980.6199 gals.).
 AK5341
 AK5341.The modeled gravity was interpolated from observed gravity values.
 AK5341
 AK5341;                    North         East    Units  Estimated Accuracy
 AK5341;SPC FL E     -   483,280.      166,180.      MT  (+/- 180 meters Scaled)
 AK5341
 AK5341                          SUPERSEDED SURVEY CONTROL
 AK5341
 AK5341  NGVD 29 (09/01/92)   24.918  (m)           81.75   (f) ADJUSTED    1 2
 AK5341
 AK5341.Superseded values are not recommended for survey control.
 AK5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5341.See file dsdata.txt to determine how the superseded data were derived.
 AK5341
 AK5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM661742(NAD 83)
 AK5341_MARKER: DD = SURVEY DISK
 AK5341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5341_SP_SET: CULVERT
 AK5341_STAMPING: 23-A 81.80
 AK5341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5341
 AK5341  HISTORY     - Date     Condition        Report By
 AK5341  HISTORY     - UNK      MONUMENTED       FLHD
 AK5341  HISTORY     - 1978     GOOD             NGS
 AK5341  HISTORY     - 20021230 MARK NOT FOUND   INDIV
 AK5341
 AK5341                          STATION DESCRIPTION
 AK5341
 AK5341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5341'IN LONGWOOD.
 AK5341'0.2 MILE SOUTH ALONG COUNTY HIGHWAY 427 FROM THE JUNCTION OF COUNTY
 AK5341'HIGHWAYS 427 AND 436 IN LONGWOOD TO THE MARK ON THE RIGHT, SET IN TOP
 AK5341'OF THE NORTH END OF WEST CONCRETE BOX CULVERT UNDER HIGHWAY, 45 FEET
 AK5341'NORTH OF POWER POLE NUMBER R4BB73, 29 FEET WEST OF THE CENTER LINE OF
 AK5341'THE HIGHWAY, 18 FEET NORTHWEST OF A CATCH BASIN, AND 2.45 MILES NORTH
 AK5341'OF ALTAMONTE SPRINGS.
 AK5341'THE MARK IS 19 FT  SE FROM A WITNESS POST.
 AK5341'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AK5341
 AK5341                          STATION RECOVERY (2002)
 AK5341
 AK5341'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEL)
 AK5341'THE GPS TOOK ME TO THE MEDIAN OF CR427, WHICH IN 1978 MIGHT HAVE BEEN
 AK5341'THE WESTERN EDGE OF THE ROADWAY.  THIS LOCATION WAS ALSO DIRECTLY OVER
 AK5341'A STORM DRAIN (BETWEEN CULVERTS ON THE EAST AND WEST SIDES OF THE
 AK5341'ROAD)AS DESCRIBED.  THE ROADWAY HAD BEEN WIDENED SINCE 1978 AND
 AK5341'CURRENTLY, THE MEDIAN IS BEING LANDSCAPED.  ALSO, THERE IS A TYPO IN
 AK5341'THE DESCRIPTION, SR436 SHOULD BE SR434.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3200 ***********************************************************************
 AI3200  DESIGNATION -  23 CMP
 AI3200  PID         -  AI3200
 AI3200  STATE/COUNTY-  FL/BAKER
 AI3200  USGS QUAD   -  TAYLOR (1984)
 AI3200
 AI3200                         *CURRENT SURVEY CONTROL
 AI3200  ___________________________________________________________________
 AI3200* NAD 83(1986)-  30 26 18.     (N)    082 17 32.     (W)     SCALED    
 AI3200* NAVD 88     -        35.073  (meters)     115.07   (feet)  ADJUSTED  
 AI3200  ___________________________________________________________________
 AI3200  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AI3200  DYNAMIC HT  -          35.028 (meters)     114.92  (feet)  COMP
 AI3200  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 AI3200
 AI3200  VERT ORDER  -  SECOND    CLASS I
 AI3200
 AI3200.The horizontal coordinates were scaled from a topographic map and have
 AI3200.an estimated accuracy of +/- 6 seconds.
 AI3200
 AI3200.The orthometric height was determined by differential leveling
 AI3200.and adjusted by the National Geodetic Survey in June 2005..
 AI3200
 AI3200.Photographs are available for this station.
 AI3200
 AI3200.The geoid height was determined by GEOID03.
 AI3200
 AI3200.The dynamic height is computed by dividing the NAVD 88
 AI3200.geopotential number by the normal gravity value computed on the
 AI3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3200.degrees latitude (g = 980.6199 gals.).
 AI3200
 AI3200.The modeled gravity was interpolated from observed gravity values.
 AI3200
 AI3200;                    North         East    Units  Estimated Accuracy
 AI3200;SPC FL N     -   161,490.      812,060.      MT  (+/- 180 meters Scaled)
 AI3200
 AI3200                          SUPERSEDED SURVEY CONTROL
 AI3200
 AI3200  NAVD 88 (05/04/01)   35.081  (m)          115.09   (f) UNKNOWN     2 1
 AI3200
 AI3200.Superseded values are not recommended for survey control.
 AI3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3200.See file dsdata.txt to determine how the superseded data were derived.
 AI3200
 AI3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP759680(NAD 83)
 AI3200_MARKER: DB = BENCH MARK DISK
 AI3200_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI3200_STAMPING: 23 CMP 1964
 AI3200_MARK LOGO: USGS  
 AI3200_PROJECTION: FLUSH
 AI3200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3200+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AI3200
 AI3200  HISTORY     - Date     Condition        Report By
 AI3200  HISTORY     - 1964     MONUMENTED       USGS
 AI3200  HISTORY     - 19920123 GOOD             NGS
 AI3200  HISTORY     - 2003     GOOD             FLDEP
 AI3200
 AI3200                          STATION DESCRIPTION
 AI3200
 AI3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AI3200'THE MARK IS IN TAYLOR NEAR THE FIRE STATION AND CITY PARK IN SECTION
 AI3200'3, T 1 S, R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD
 AI3200'S-250 AND STATE ROAD 125 IN TAYLOR, GO SOUTH ON STATE ROAD S-250 FOR
 AI3200'0.10 MI (0.16 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AI3200'PREFABRICATED POST LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND.
 AI3200'LOCATED 128.8 FT (39.3 M) NORTH-NORTHEAST OF THE CENTER BLOCK POST OF
 AI3200'THE TOWN VOTING BUILDING, 98.8 FT (30.1 M) EAST-SOUTHEAST OF THE
 AI3200'CENTERLINE OF STATE ROAD S-250, 20.3 FT (6.2 M) NORTHWEST OF A 14-INCH
 AI3200'DIAMETER CEDAR TREE AND 0.6 FT (18.3 CM) NORTHWEST OF A CARSONITE
 AI3200'WITNESS POST.
 AI3200
 AI3200                          STATION RECOVERY (2003)
 AI3200
 AI3200'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AI3200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6980 ***********************************************************************
 AI6980  DESIGNATION -  23 CMP
 AI6980  PID         -  AI6980
 AI6980  STATE/COUNTY-  FL/PUTNAM
 AI6980  USGS QUAD   -  CRESCENT CITY (1994)
 AI6980
 AI6980                         *CURRENT SURVEY CONTROL
 AI6980  ___________________________________________________________________
 AI6980* NAD 83(1986)-  29 25 57.     (N)    081 37 04.     (W)     SCALED    
 AI6980* NAVD 88     -        11.440  (meters)      37.53   (feet)  ADJUSTED  
 AI6980  ___________________________________________________________________
 AI6980  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AI6980  DYNAMIC HT  -          11.424 (meters)      37.48  (feet)  COMP
 AI6980  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 AI6980
 AI6980  VERT ORDER  -  SECOND    CLASS I
 AI6980
 AI6980.The horizontal coordinates were scaled from a topographic map and have
 AI6980.an estimated accuracy of +/- 6 seconds.
 AI6980
 AI6980.The orthometric height was determined by differential leveling
 AI6980.and adjusted by the National Geodetic Survey in April 2001..
 AI6980
 AI6980.The geoid height was determined by GEOID03.
 AI6980
 AI6980.The dynamic height is computed by dividing the NAVD 88
 AI6980.geopotential number by the normal gravity value computed on the
 AI6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6980.degrees latitude (g = 980.6199 gals.).
 AI6980
 AI6980.The modeled gravity was interpolated from observed gravity values.
 AI6980
 AI6980;                    North         East    Units  Estimated Accuracy
 AI6980;SPC FL E     -   565,120.      140,060.      MT  (+/- 180 meters Scaled)
 AI6980
 AI6980                          SUPERSEDED SURVEY CONTROL
 AI6980
 AI6980.No superseded survey control is available for this station.
 AI6980
 AI6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN400560(NAD 83)
 AI6980_MARKER: DB = BENCH MARK DISK
 AI6980_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6980_SP_SET: CULVERT HEADWALL
 AI6980_STAMPING: 23 CMP 1969
 AI6980_MARK LOGO: USGS  
 AI6980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6980+STABILITY: SURFACE MOTION
 AI6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6980+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2003
 AI6980
 AI6980  HISTORY     - Date     Condition        Report By
 AI6980  HISTORY     - 1969     MONUMENTED       USGS
 AI6980  HISTORY     - 19930914 GOOD             FLDEP
 AI6980  HISTORY     - 20030116 GOOD             FLDEP
 AI6980
 AI6980                          STATION DESCRIPTION
 AI6980
 AI6980'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6980'THE STATION IS ABOUT 8.1 MI (13.0 KM) WEST OF CRESCENT CITY, 1.55 MI
 AI6980'(2.49 KM) EAST OF FRUITLAND IN SECTION 30, TOWNSHIP 12 SOUTH, RANGE 27
 AI6980'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROADS C-308 EAST
 AI6980'AND C-309 IN FRUITLAND, GO NORTHEAST ON C-308 FOR 1.55 MI (2.49 KM) TO
 AI6980'THE MARK ON THE RIGHT. LOCATED AT A DRAIN CROSSING IN THE CENTER OF
 AI6980'THE SOUTH HEADWALL OF CULVERT, 27.7 FT (8.4 M) EAST OF A CARSONITE
 AI6980'WITNESS POST, 20.0 FT (6.1 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 AI6980'C-308 AND 0.3 FT (9.1 CM) HIGHER THAN THE LEVEL OF THE ROAD.
 AI6980
 AI6980                          STATION RECOVERY (2003)
 AI6980
 AI6980'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (RKW)
 AI6980'THE MARK IS ABOUT 6.6 MI WEST OF CRESCENT CITY, 1.55 MI EAST OF
 AI6980'FRUITLAND, IN SECTION 30,
 AI6980'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6980' 
 AI6980'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6980'HIGHWAY 17 IN CRESCENT
 AI6980'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6980'HUNTINGTON SHORTCUT
 AI6980'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 3.6 MI TO THE
 AI6980'MARK ON THE LEFT,
 AI6980'SET FLUSH IN THE CENTER OF THE CULVERT HEADWALL.
 AI6980' 
 AI6980'LOCATED 63.0 FT SOUTHEAST OF A POWER POLE, 33.9 FT WEST OF THE EAST
 AI6980'END OF THE HEADWALL,
 AI6980'26.7 FT EAST OF A CARSONITE WITNESS POST AND 19.0 FT SOUTH OF THE
 AI6980'CENTERLINE OF COUNTY
 AI6980'ROAD 308.
 AI6980' 
 AI6980' 
 AI6980'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0755 ***********************************************************************
 AQ0755  DESIGNATION -  23 JAS
 AQ0755  PID         -  AQ0755
 AQ0755  STATE/COUNTY-  FL/LAKE
 AQ0755  USGS QUAD   -  ASTOR (1983)
 AQ0755
 AQ0755                         *CURRENT SURVEY CONTROL
 AQ0755  ___________________________________________________________________
 AQ0755* NAD 83(1986)-  29 09 30.     (N)    081 35 22.     (W)     SCALED    
 AQ0755* NAVD 88     -        17.288  (meters)      56.72   (feet)  ADJUSTED  
 AQ0755  ___________________________________________________________________
 AQ0755  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ0755  DYNAMIC HT  -          17.264 (meters)      56.64  (feet)  COMP
 AQ0755  MODELED GRAV-     979,240.8   (mgal)                       NAVD 88
 AQ0755
 AQ0755  VERT ORDER  -  FIRST     CLASS II
 AQ0755
 AQ0755.The horizontal coordinates were scaled from a topographic map and have
 AQ0755.an estimated accuracy of +/- 6 seconds.
 AQ0755
 AQ0755.The orthometric height was determined by differential leveling
 AQ0755.and adjusted by the National Geodetic Survey in June 1991..
 AQ0755
 AQ0755.The geoid height was determined by GEOID03.
 AQ0755
 AQ0755.The dynamic height is computed by dividing the NAVD 88
 AQ0755.geopotential number by the normal gravity value computed on the
 AQ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0755.degrees latitude (g = 980.6199 gals.).
 AQ0755
 AQ0755.The modeled gravity was interpolated from observed gravity values.
 AQ0755
 AQ0755;                    North         East    Units  Estimated Accuracy
 AQ0755;SPC FL E     -   534,720.      142,660.      MT  (+/- 180 meters Scaled)
 AQ0755
 AQ0755                          SUPERSEDED SURVEY CONTROL
 AQ0755
 AQ0755  NGVD 29 (??/??/92)   17.607  (m)           57.77   (f) ADJ UNCH    1 2
 AQ0755
 AQ0755.Superseded values are not recommended for survey control.
 AQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0755.See file dsdata.txt to determine how the superseded data were derived.
 AQ0755
 AQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN426256(NAD 83)
 AQ0755_MARKER: DD = SURVEY DISK
 AQ0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0755_SP_SET: CULVERT
 AQ0755_STAMPING: 23 JAS 1966 58
 AQ0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0755
 AQ0755  HISTORY     - Date     Condition        Report By
 AQ0755  HISTORY     - 1966     MONUMENTED       USGS
 AQ0755  HISTORY     - 1968     GOOD             NGS
 AQ0755  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AQ0755
 AQ0755                          STATION DESCRIPTION
 AQ0755
 AQ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0755'4.4 MI W FROM ASTOR.
 AQ0755'ABOUT 4.4 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0755'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, SET ON THE
 AQ0755'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 2-FOOT
 AQ0755'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 28 FEET NORTH OF THE
 AQ0755'CENTER LINE OF THE HIGHWAY AND 2 1/2 FEET BELOW THE LEVEL OF
 AQ0755'THE HIGHWAY.
 AQ0755
 AQ0755                          STATION RECOVERY (1997)
 AQ0755
 AQ0755'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0161 ***********************************************************************
 BE0161  DESIGNATION -  23 JWM USGS
 BE0161  PID         -  BE0161
 BE0161  STATE/COUNTY-  FL/JACKSON
 BE0161  USGS QUAD   -  MALONE (1982)
 BE0161
 BE0161                         *CURRENT SURVEY CONTROL
 BE0161  ___________________________________________________________________
 BE0161* NAD 83(1986)-  30 58 58.     (N)    085 10 49.     (W)     SCALED    
 BE0161* NAVD 88     -        46.284  (meters)     151.85   (feet)  ADJUSTED  
 BE0161  ___________________________________________________________________
 BE0161  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BE0161  DYNAMIC HT  -          46.225 (meters)     151.66  (feet)  COMP
 BE0161  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 BE0161
 BE0161  VERT ORDER  -  SECOND    CLASS 0
 BE0161
 BE0161.The horizontal coordinates were scaled from a topographic map and have
 BE0161.an estimated accuracy of +/- 6 seconds.
 BE0161
 BE0161.The orthometric height was determined by differential leveling
 BE0161.and adjusted by the National Geodetic Survey in June 1991..
 BE0161
 BE0161.The geoid height was determined by GEOID03.
 BE0161
 BE0161.The dynamic height is computed by dividing the NAVD 88
 BE0161.geopotential number by the normal gravity value computed on the
 BE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0161.degrees latitude (g = 980.6199 gals.).
 BE0161
 BE0161.The modeled gravity was interpolated from observed gravity values.
 BE0161
 BE0161;                    North         East    Units  Estimated Accuracy
 BE0161;SPC FL N     -   219,990.      535,020.      MT  (+/- 180 meters Scaled)
 BE0161
 BE0161                          SUPERSEDED SURVEY CONTROL
 BE0161
 BE0161  NGVD 29 (??/??/92)   46.402  (m)          152.24   (f) ADJ UNCH    2 0
 BE0161
 BE0161.Superseded values are not recommended for survey control.
 BE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0161.See file dsdata.txt to determine how the superseded data were derived.
 BE0161
 BE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV737291(NAD 83)
 BE0161_MARKER: DD = SURVEY DISK
 BE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0161_STAMPING: 23 JWM 1951 152
 BE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0161+STABILITY: SURFACE MOTION
 BE0161
 BE0161  HISTORY     - Date     Condition        Report By
 BE0161  HISTORY     - 1951     MONUMENTED       USGS
 BE0161  HISTORY     - 1952     GOOD             NGS
 BE0161  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0161
 BE0161                          STATION DESCRIPTION
 BE0161
 BE0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0161'2.2 MI NW FROM MALONE.
 BE0161'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM THE
 BE0161'INTERSECTION OF STATE HIGHWAY 2 AT MALONE, AT A NORTH-SOUTH
 BE0161'SAND CROSSROAD, 48 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 27
 BE0161'FEET EAST OF CENTER LINE OF ROAD NORTH, 19 FEET SOUTHEAST OF A FENCE
 BE0161'CORNER, 2 1/2 FEET SOUTHWEST OF A FENCE LINE, 1 FOOT NORTHWEST OF
 BE0161'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY
 BE0161'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE0161
 BE0161                          STATION RECOVERY (2001)
 BE0161
 BE0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0074 ***********************************************************************
 AL0074  DESIGNATION -  230 FLHD
 AL0074  PID         -  AL0074
 AL0074  STATE/COUNTY-  FL/PINELLAS
 AL0074  USGS QUAD   -  ELFERS (1987)
 AL0074
 AL0074                         *CURRENT SURVEY CONTROL
 AL0074  ___________________________________________________________________
 AL0074* NAD 83(1986)-  28 08 13.     (N)    082 44 23.     (W)     SCALED    
 AL0074* NAVD 88     -         2.132  (meters)       6.99   (feet)  ADJUSTED  
 AL0074  ___________________________________________________________________
 AL0074  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AL0074  DYNAMIC HT  -           2.129 (meters)       6.98  (feet)  COMP
 AL0074  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 AL0074
 AL0074  VERT ORDER  -  SECOND    CLASS II
 AL0074
 AL0074.The horizontal coordinates were scaled from a topographic map and have
 AL0074.an estimated accuracy of +/- 6 seconds.
 AL0074
 AL0074.The orthometric height was determined by differential leveling
 AL0074.and adjusted by the National Geodetic Survey in June 1991..
 AL0074
 AL0074.The geoid height was determined by GEOID03.
 AL0074
 AL0074.The dynamic height is computed by dividing the NAVD 88
 AL0074.geopotential number by the normal gravity value computed on the
 AL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0074.degrees latitude (g = 980.6199 gals.).
 AL0074
 AL0074.The modeled gravity was interpolated from observed gravity values.
 AL0074
 AL0074;                    North         East    Units  Estimated Accuracy
 AL0074;SPC FL W     -   421,610.      127,340.      MT  (+/- 180 meters Scaled)
 AL0074
 AL0074                          SUPERSEDED SURVEY CONTROL
 AL0074
 AL0074  NGVD 29 (??/??/92)    2.392  (m)            7.85   (f) ADJ UNCH    2 2
 AL0074
 AL0074.Superseded values are not recommended for survey control.
 AL0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0074.See file dsdata.txt to determine how the superseded data were derived.
 AL0074
 AL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291135(NAD 83)
 AL0074_MARKER: DD = SURVEY DISK
 AL0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0074_SP_SET: HEADWALL
 AL0074_STAMPING: 230
 AL0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0074
 AL0074  HISTORY     - Date     Condition        Report By
 AL0074  HISTORY     - UNK      MONUMENTED       FLHD
 AL0074  HISTORY     - 1976     GOOD             FLDT
 AL0074  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0074
 AL0074                          STATION DESCRIPTION
 AL0074
 AL0074'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0074'AT TARPON SPRING.
 AL0074'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0074'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.7 MILE.
 AL0074'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0074'72.0 FT. NW OF POWER/LIGHT POLE, NUMBER 2-25711.  SET IN TOP
 AL0074'OF CONCRETE HEADWALL.  SECTION 8, T27S, R16E.
 AL0074
 AL0074                          STATION RECOVERY (1984)
 AL0074
 AL0074'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0065 ***********************************************************************
 AL0065  DESIGNATION -  231 FLHD
 AL0065  PID         -  AL0065
 AL0065  STATE/COUNTY-  FL/PINELLAS
 AL0065  USGS QUAD   -  ELFERS (1987)
 AL0065
 AL0065                         *CURRENT SURVEY CONTROL
 AL0065  ___________________________________________________________________
 AL0065* NAD 83(1986)-  28 08 01.     (N)    082 44 23.     (W)     SCALED    
 AL0065* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 AL0065  ___________________________________________________________________
 AL0065  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AL0065  DYNAMIC HT  -           1.854 (meters)       6.08  (feet)  COMP
 AL0065  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 AL0065
 AL0065  VERT ORDER  -  SECOND    CLASS II
 AL0065
 AL0065.The horizontal coordinates were scaled from a topographic map and have
 AL0065.an estimated accuracy of +/- 6 seconds.
 AL0065
 AL0065.The orthometric height was determined by differential leveling
 AL0065.and adjusted by the National Geodetic Survey in June 1991..
 AL0065
 AL0065.The geoid height was determined by GEOID03.
 AL0065
 AL0065.The dynamic height is computed by dividing the NAVD 88
 AL0065.geopotential number by the normal gravity value computed on the
 AL0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0065.degrees latitude (g = 980.6199 gals.).
 AL0065
 AL0065.The modeled gravity was interpolated from observed gravity values.
 AL0065
 AL0065;                    North         East    Units  Estimated Accuracy
 AL0065;SPC FL W     -   421,240.      127,330.      MT  (+/- 180 meters Scaled)
 AL0065
 AL0065                          SUPERSEDED SURVEY CONTROL
 AL0065
 AL0065  NGVD 29 (??/??/92)    2.116  (m)            6.94   (f) ADJ UNCH    2 2
 AL0065
 AL0065.Superseded values are not recommended for survey control.
 AL0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0065.See file dsdata.txt to determine how the superseded data were derived.
 AL0065
 AL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291132(NAD 83)
 AL0065_MARKER: DD = SURVEY DISK
 AL0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0065_SP_SET: HEADWALL
 AL0065_STAMPING: 231
 AL0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0065
 AL0065  HISTORY     - Date     Condition        Report By
 AL0065  HISTORY     - UNK      MONUMENTED       FLHD
 AL0065  HISTORY     - 1976     GOOD             FLDT
 AL0065  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0065
 AL0065                          STATION DESCRIPTION
 AL0065
 AL0065'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0065'AT TARPON SPRINGS.
 AL0065'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0065'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.95 MILE.
 AL0065'STATION ON LEFT, 70.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0065'89.0 FT. S/SW OF POWER POLE, NUMBER 12A-4065.  SET IN TOP OF
 AL0065'A CONCRETE HEADWALL.  SECTION 8, T27S, R16).
 AL0065
 AL0065                          STATION RECOVERY (1984)
 AL0065
 AL0065'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF9295 ***********************************************************************
 DF9295  DESIGNATION -  232
 DF9295  PID         -  DF9295
 DF9295  STATE/COUNTY-  FL/LAKE
 DF9295  USGS QUAD   -  EUSTIS (1980)
 DF9295
 DF9295                         *CURRENT SURVEY CONTROL
 DF9295  ___________________________________________________________________
 DF9295* NAD 83(1986)-  28 48 41.     (N)    081 43 47.     (W)     SCALED    
 DF9295* NAVD 88     -        22.995  (meters)      75.44   (feet)  ADJUSTED  
 DF9295  ___________________________________________________________________
 DF9295  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DF9295  DYNAMIC HT  -          22.963 (meters)      75.34  (feet)  COMP
 DF9295  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 DF9295
 DF9295  VERT ORDER  -  SECOND    CLASS I
 DF9295
 DF9295.The horizontal coordinates were scaled from a topographic map and have
 DF9295.an estimated accuracy of +/- 6 seconds.
 DF9295
 DF9295.The orthometric height was determined by differential leveling
 DF9295.and adjusted by the National Geodetic Survey in May 2004..
 DF9295
 DF9295.The geoid height was determined by GEOID03.
 DF9295
 DF9295.The dynamic height is computed by dividing the NAVD 88
 DF9295.geopotential number by the normal gravity value computed on the
 DF9295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9295.degrees latitude (g = 980.6199 gals.).
 DF9295
 DF9295.The modeled gravity was interpolated from observed gravity values.
 DF9295
 DF9295;                    North         East    Units  Estimated Accuracy
 DF9295;SPC FL E     -   496,350.      128,770.      MT  (+/- 180 meters Scaled)
 DF9295
 DF9295                          SUPERSEDED SURVEY CONTROL
 DF9295
 DF9295.No superseded survey control is available for this station.
 DF9295
 DF9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM287873(NAD 83)
 DF9295_MARKER: DD = SURVEY DISK
 DF9295_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF9295_STAMPING: B.M. 232
 DF9295_MARK LOGO: FLDT  
 DF9295_PROJECTION: RECESSED 3 CENTIMETERS
 DF9295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9295+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 DF9295
 DF9295  HISTORY     - Date     Condition        Report By
 DF9295  HISTORY     - UNK      MONUMENTED       FLDT
 DF9295  HISTORY     - 20020625 GOOD             FLDEP
 DF9295
 DF9295                          STATION DESCRIPTION
 DF9295
 DF9295'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9295'THE MARK IS ABOUT 7.3 MI NORTHEAST OF HOWEY IN THE HILLS, 0.5 MI NORTH
 DF9295'OF TAVARES, IN
 DF9295'SECTION 29, TOWNSHIP 19 SOUTH, RANGE 26 EAST.
 DF9295' 
 DF9295'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (BURLEIGH
 DF9295'BOULEVARD) AND STATE
 DF9295'ROAD 19 (DUNCAN DRIVE) IN TAVARES, GO NORTHEAST ON STATE ROAD 19
 DF9295'(DUNCAN DRIVE) FOR 0.2
 DF9295'MI TO THE INTERSECTION OF NORTH TEXAS AVENUE AND THE MARK ON THE
 DF9295'RIGHT, SET IN THE TOP
 DF9295'OF 4-INCH SQUARE PREFABRICATED CONCRETE POST IMBEDDED IN THE GROUND
 DF9295'AND RECESSED 0.1
 DF9295'FT BELOW THE LEVEL OF THE GROUND.
 DF9295' 
 DF9295'LOCATED 61.5 FT SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF U.S.
 DF9295'HIGHWAY 441, 56.8 FT
 DF9295'SOUTH OF LIGHT POLE NUMBER B328650 (128630-072765) WITH 3 GUY WIRES
 DF9295'ATTACHED, 38.0 FT WEST
 DF9295'OF THE CENTERLINE OF NORTH TEXAS AVENUE, 34.2 FT EAST OF THE NORTHEAST
 DF9295'CORNER OF A
 DF9295'BUILDING, 17.0 FT SOUTHWEST OF A DRAIN AND 1.0 FT NORTH OF A FLDT
 DF9295'METAL WITNESS POST.
 DF9295' 
 DF9295'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0066 ***********************************************************************
 AL0066  DESIGNATION -  232 FLHD
 AL0066  PID         -  AL0066
 AL0066  STATE/COUNTY-  FL/PINELLAS
 AL0066  USGS QUAD   -  ELFERS (1987)
 AL0066
 AL0066                         *CURRENT SURVEY CONTROL
 AL0066  ___________________________________________________________________
 AL0066* NAD 83(1986)-  28 07 43.     (N)    082 44 23.     (W)     SCALED    
 AL0066* NAVD 88     -         4.195  (meters)      13.76   (feet)  ADJUSTED  
 AL0066  ___________________________________________________________________
 AL0066  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AL0066  DYNAMIC HT  -           4.189 (meters)      13.74  (feet)  COMP
 AL0066  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 AL0066
 AL0066  VERT ORDER  -  SECOND    CLASS II
 AL0066
 AL0066.The horizontal coordinates were scaled from a topographic map and have
 AL0066.an estimated accuracy of +/- 6 seconds.
 AL0066
 AL0066.The orthometric height was determined by differential leveling
 AL0066.and adjusted by the National Geodetic Survey in June 1991..
 AL0066
 AL0066.The geoid height was determined by GEOID03.
 AL0066
 AL0066.The dynamic height is computed by dividing the NAVD 88
 AL0066.geopotential number by the normal gravity value computed on the
 AL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0066.degrees latitude (g = 980.6199 gals.).
 AL0066
 AL0066.The modeled gravity was interpolated from observed gravity values.
 AL0066
 AL0066;                    North         East    Units  Estimated Accuracy
 AL0066;SPC FL W     -   420,680.      127,330.      MT  (+/- 180 meters Scaled)
 AL0066
 AL0066                          SUPERSEDED SURVEY CONTROL
 AL0066
 AL0066  NGVD 29 (??/??/92)    4.454  (m)           14.61   (f) ADJ UNCH    2 2
 AL0066
 AL0066.Superseded values are not recommended for survey control.
 AL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0066.See file dsdata.txt to determine how the superseded data were derived.
 AL0066
 AL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291126(NAD 83)
 AL0066_MARKER: DD = SURVEY DISK
 AL0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0066_SP_SET: HEADWALL
 AL0066_STAMPING: 232
 AL0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0066
 AL0066  HISTORY     - Date     Condition        Report By
 AL0066  HISTORY     - UNK      MONUMENTED       FLHD
 AL0066  HISTORY     - 1976     GOOD             FLDT
 AL0066  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0066
 AL0066                          STATION DESCRIPTION
 AL0066
 AL0066'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0066'0.1 MI S FROM TARPON SPRINGS.
 AL0066'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0066'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 1.3 MILE.
 AL0066'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0066'58.0 FT. NW OF POWER POLE, NUMBER 12S-3477-R.  SET IN TOP OF
 AL0066'CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0066
 AL0066                          STATION RECOVERY (1984)
 AL0066
 AL0066'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3265 ***********************************************************************
 AJ3265  DESIGNATION -  233
 AJ3265  PID         -  AJ3265
 AJ3265  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3265  USGS QUAD   -  TAYLOR CREEK NE (1971)
 AJ3265
 AJ3265                         *CURRENT SURVEY CONTROL
 AJ3265  ___________________________________________________________________
 AJ3265* NAD 83(1986)-  27 26 57.     (N)    080 48 36.     (W)     SCALED    
 AJ3265* NAVD 88     -        19.571  (meters)      64.21   (feet)  ADJUSTED  
 AJ3265  ___________________________________________________________________
 AJ3265  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AJ3265  DYNAMIC HT  -          19.542 (meters)      64.11  (feet)  COMP
 AJ3265  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 AJ3265
 AJ3265  VERT ORDER  -  FIRST     CLASS II
 AJ3265
 AJ3265.The horizontal coordinates were scaled from a topographic map and have
 AJ3265.an estimated accuracy of +/- 6 seconds.
 AJ3265
 AJ3265.The orthometric height was determined by differential leveling
 AJ3265.and adjusted by the National Geodetic Survey in October 2001..
 AJ3265
 AJ3265.The geoid height was determined by GEOID03.
 AJ3265
 AJ3265.The dynamic height is computed by dividing the NAVD 88
 AJ3265.geopotential number by the normal gravity value computed on the
 AJ3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3265.degrees latitude (g = 980.6199 gals.).
 AJ3265
 AJ3265.The modeled gravity was interpolated from observed gravity values.
 AJ3265
 AJ3265;                    North         East    Units  Estimated Accuracy
 AJ3265;SPC FL E     -   345,190.      218,780.      MT  (+/- 180 meters Scaled)
 AJ3265
 AJ3265                          SUPERSEDED SURVEY CONTROL
 AJ3265
 AJ3265.No superseded survey control is available for this station.
 AJ3265
 AJ3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL187362(NAD 83)
 AJ3265_MARKER: DD = SURVEY DISK
 AJ3265_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ3265_STAMPING: BM 233
 AJ3265_MARK LOGO: FLDT  
 AJ3265_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3265+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AJ3265
 AJ3265  HISTORY     - Date     Condition        Report By
 AJ3265  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3265  HISTORY     - 19990915 GOOD             FLDEP
 AJ3265  HISTORY     - 20001103 GOOD             FLDEP
 AJ3265  HISTORY     - 20020601 GOOD             FLDEP
 AJ3265
 AJ3265                          STATION DESCRIPTION
 AJ3265
 AJ3265'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3265'THE MARK IS ABOUT 31.4 MI (50.5 KM) WEST OF FT PIERCE, 14.2 MI (22.9
 AJ3265'KM) NORTHEAST OF OKEECHOBEE, AT THE INTERSECTION OF U.S. HIGHWAY 441
 AJ3265'AND COUNTY ROAD 68 (NORTHEAST 224 STREET ORANGE AVENUE), 4.3 MI (6.9
 AJ3265'KM) SOUTH OF FORT DRUM, IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 35
 AJ3265'EAST. THE MARK IS AT THE JUNCTION OF U.S. HIGHWAY 441 AND COUNTY ROAD
 AJ3265'68 (NORTHEAST 224 STREET ORANGE AVENUE) NEAR FORT DRUM, SET IN THE TOP
 AJ3265'OF A CONCRETE POST RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE
 AJ3265'GROUND AND U.S. HIGHWAY 441. LOCATED 148.8 FT (45.4 M) SOUTH OF THE
 AJ3265'CENTERLINE OF COUNTY ROAD 68, 88.4 FT (26.9 M) EAST OF THE CENTERLINE
 AJ3265'OF U.S. HIGHWAY 441 (NORTHEAST 224 STREET) AND 0.6 FT (18.3 CM) WEST
 AJ3265'OF A METAL WITNESS POST.
 AJ3265
 AJ3265                          STATION RECOVERY (2000)
 AJ3265
 AJ3265'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3265'RECOVERED AS DESCRIBED.
 AJ3265
 AJ3265                          STATION RECOVERY (2002)
 AJ3265
 AJ3265'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AJ3265'RECOVERED AS DESCRIBED.
 AJ3265'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0067 ***********************************************************************
 AL0067  DESIGNATION -  233 FLHD
 AL0067  PID         -  AL0067
 AL0067  STATE/COUNTY-  FL/PINELLAS
 AL0067  USGS QUAD   -  ELFERS (1987)
 AL0067
 AL0067                         *CURRENT SURVEY CONTROL
 AL0067  ___________________________________________________________________
 AL0067* NAD 83(1986)-  28 07 31.     (N)    082 44 23.     (W)     SCALED    
 AL0067* NAVD 88     -         5.320  (meters)      17.45   (feet)  ADJUSTED  
 AL0067  ___________________________________________________________________
 AL0067  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AL0067  DYNAMIC HT  -           5.312 (meters)      17.43  (feet)  COMP
 AL0067  MODELED GRAV-     979,193.7   (mgal)                       NAVD 88
 AL0067
 AL0067  VERT ORDER  -  SECOND    CLASS II
 AL0067
 AL0067.The horizontal coordinates were scaled from a topographic map and have
 AL0067.an estimated accuracy of +/- 6 seconds.
 AL0067
 AL0067.The orthometric height was determined by differential leveling
 AL0067.and adjusted by the National Geodetic Survey in June 1991..
 AL0067
 AL0067.The geoid height was determined by GEOID03.
 AL0067
 AL0067.The dynamic height is computed by dividing the NAVD 88
 AL0067.geopotential number by the normal gravity value computed on the
 AL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0067.degrees latitude (g = 980.6199 gals.).
 AL0067
 AL0067.The modeled gravity was interpolated from observed gravity values.
 AL0067
 AL0067;                    North         East    Units  Estimated Accuracy
 AL0067;SPC FL W     -   420,310.      127,330.      MT  (+/- 180 meters Scaled)
 AL0067
 AL0067                          SUPERSEDED SURVEY CONTROL
 AL0067
 AL0067  NGVD 29 (??/??/92)    5.579  (m)           18.30   (f) ADJ UNCH    2 2
 AL0067
 AL0067.Superseded values are not recommended for survey control.
 AL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0067.See file dsdata.txt to determine how the superseded data were derived.
 AL0067
 AL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291123(NAD 83)
 AL0067_MARKER: DD = SURVEY DISK
 AL0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0067_SP_SET: HEADWALL
 AL0067_STAMPING: 233
 AL0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0067
 AL0067  HISTORY     - Date     Condition        Report By
 AL0067  HISTORY     - UNK      MONUMENTED       FLHD
 AL0067  HISTORY     - 1976     GOOD             FLDT
 AL0067  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0067
 AL0067                          STATION DESCRIPTION
 AL0067
 AL0067'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0067'4 MI S FROM TARPON SPRINGS.
 AL0067'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0067'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 1.55 MILE.
 AL0067'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0067'68.0 FT. NW OF POWER POLE, NUMBER 12A-3481-R.  SET IN TOP OF
 AL0067'CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0067
 AL0067                          STATION RECOVERY (1984)
 AL0067
 AL0067'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0121 ***********************************************************************
 AG0121  DESIGNATION -  234 C OF SP
 AG0121  PID         -  AG0121
 AG0121  STATE/COUNTY-  FL/PINELLAS
 AG0121  USGS QUAD   -  ST PETERSBURG (1987)
 AG0121
 AG0121                         *CURRENT SURVEY CONTROL
 AG0121  ___________________________________________________________________
 AG0121* NAD 83(1986)-  27 46 13.     (N)    082 40 47.     (W)     SCALED    
 AG0121* NAVD 88     -        12.707  (meters)      41.69   (feet)  ADJUSTED  
 AG0121  ___________________________________________________________________
 AG0121  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG0121  DYNAMIC HT  -          12.688 (meters)      41.63  (feet)  COMP
 AG0121  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AG0121
 AG0121  VERT ORDER  -  SECOND    CLASS II
 AG0121
 AG0121.The horizontal coordinates were scaled from a topographic map and have
 AG0121.an estimated accuracy of +/- 6 seconds.
 AG0121
 AG0121.The orthometric height was determined by differential leveling
 AG0121.and adjusted by the National Geodetic Survey in June 1991..
 AG0121
 AG0121.The geoid height was determined by GEOID03.
 AG0121
 AG0121.The dynamic height is computed by dividing the NAVD 88
 AG0121.geopotential number by the normal gravity value computed on the
 AG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0121.degrees latitude (g = 980.6199 gals.).
 AG0121
 AG0121.The modeled gravity was interpolated from observed gravity values.
 AG0121
 AG0121;                    North         East    Units  Estimated Accuracy
 AG0121;SPC FL W     -   380,940.      133,000.      MT  (+/- 180 meters Scaled)
 AG0121
 AG0121                          SUPERSEDED SURVEY CONTROL
 AG0121
 AG0121  NGVD 29 (??/??/92)   12.978  (m)           42.58   (f) ADJ UNCH    2 2
 AG0121
 AG0121.Superseded values are not recommended for survey control.
 AG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0121.See file dsdata.txt to determine how the superseded data were derived.
 AG0121
 AG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344728(NAD 83)
 AG0121_MARKER: DD = SURVEY DISK
 AG0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0121_SP_SET: CONCRETE LANE DIVIDER
 AG0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0121
 AG0121  HISTORY     - Date     Condition        Report By
 AG0121  HISTORY     - UNK      MONUMENTED       FL2730
 AG0121  HISTORY     - 1976     GOOD             FLDT
 AG0121  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AG0121  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0121
 AG0121                          STATION DESCRIPTION
 AG0121
 AG0121'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0121'AT ST PETERSBURG.
 AG0121'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0121'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.55 MILE
 AG0121'TO FIRST AVE. S. STATION ON THE LEFT, AT CENTERLINE OF U.S. HWY.
 AG0121'19, 46.5 FT. SOUTH OF FIRST AVE. SOUTH, 2.0 FT. SOUTH OF THE
 AG0121'NORTH END OF CONCRETE LANE DIVIDER.  SET IN TOP OF CONCRETE
 AG0121'LANE DIVIDER.  SECTION 22, T 31, R 16.
 AG0121
 AG0121                          STATION RECOVERY (1999)
 AG0121
 AG0121'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0121'MARK NOT FOUND.
 AG0121
 AG0121                          STATION RECOVERY (2004)
 AG0121
 AG0121'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0121'THE CONCRETE LANE DIVIDER HAS BEEN REPLACED WITH SOIL AND SHRUBS.
 AG0121'PROBING OF THE AREA 2 FEET SOUTH OF THE NORTH CURB CONFIRMED THAT NO
 AG0121'CONCRETE WAS UNDER THE SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0068 ***********************************************************************
 AL0068  DESIGNATION -  234 FLHD
 AL0068  PID         -  AL0068
 AL0068  STATE/COUNTY-  FL/PINELLAS
 AL0068  USGS QUAD   -  OLDSMAR (1987)
 AL0068
 AL0068                         *CURRENT SURVEY CONTROL
 AL0068  ___________________________________________________________________
 AL0068* NAD 83(1986)-  28 07 13.     (N)    082 44 23.     (W)     SCALED    
 AL0068* NAVD 88     -         1.796  (meters)       5.89   (feet)  ADJUSTED  
 AL0068  ___________________________________________________________________
 AL0068  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AL0068  DYNAMIC HT  -           1.793 (meters)       5.88  (feet)  COMP
 AL0068  MODELED GRAV-     979,193.3   (mgal)                       NAVD 88
 AL0068
 AL0068  VERT ORDER  -  SECOND    CLASS II
 AL0068
 AL0068.The horizontal coordinates were scaled from a topographic map and have
 AL0068.an estimated accuracy of +/- 6 seconds.
 AL0068
 AL0068.The orthometric height was determined by differential leveling
 AL0068.and adjusted by the National Geodetic Survey in June 1991..
 AL0068
 AL0068.The geoid height was determined by GEOID03.
 AL0068
 AL0068.The dynamic height is computed by dividing the NAVD 88
 AL0068.geopotential number by the normal gravity value computed on the
 AL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0068.degrees latitude (g = 980.6199 gals.).
 AL0068
 AL0068.The modeled gravity was interpolated from observed gravity values.
 AL0068
 AL0068;                    North         East    Units  Estimated Accuracy
 AL0068;SPC FL W     -   419,760.      127,320.      MT  (+/- 180 meters Scaled)
 AL0068
 AL0068                          SUPERSEDED SURVEY CONTROL
 AL0068
 AL0068  NGVD 29 (??/??/92)    2.056  (m)            6.75   (f) ADJ UNCH    2 2
 AL0068
 AL0068.Superseded values are not recommended for survey control.
 AL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0068.See file dsdata.txt to determine how the superseded data were derived.
 AL0068
 AL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291117(NAD 83)
 AL0068_MARKER: DD = SURVEY DISK
 AL0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0068_SP_SET: HEADWALL
 AL0068_STAMPING: 234
 AL0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0068
 AL0068  HISTORY     - Date     Condition        Report By
 AL0068  HISTORY     - UNK      MONUMENTED       FLHD
 AL0068  HISTORY     - 1976     GOOD             FLDT
 AL0068  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0068
 AL0068                          STATION DESCRIPTION
 AL0068
 AL0068'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0068'0.6 MI S FROM TARPON SPRINGS.
 AL0068'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0068'KEYSTONE RD. (SR. 582), RUN SOUTHERLY ON U.S. 19 FOR 1.85.
 AL0068'STATION ON LEFT, 69.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0068'31.0 FT. W/NW OF POWER POLE, NUMBER 2-2677.  SET IN TOP OF
 AL0068'CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0068
 AL0068                          STATION RECOVERY (1984)
 AL0068
 AL0068'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0069 ***********************************************************************
 AL0069  DESIGNATION -  235 FLHD
 AL0069  PID         -  AL0069
 AL0069  STATE/COUNTY-  FL/PINELLAS
 AL0069  USGS QUAD   -  OLDSMAR (1987)
 AL0069
 AL0069                         *CURRENT SURVEY CONTROL
 AL0069  ___________________________________________________________________
 AL0069* NAD 83(1986)-  28 07 07.     (N)    082 44 23.     (W)     SCALED    
 AL0069* NAVD 88     -         1.931  (meters)       6.34   (feet)  ADJUSTED  
 AL0069  ___________________________________________________________________
 AL0069  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AL0069  DYNAMIC HT  -           1.928 (meters)       6.33  (feet)  COMP
 AL0069  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 AL0069
 AL0069  VERT ORDER  -  SECOND    CLASS II
 AL0069
 AL0069.The horizontal coordinates were scaled from a topographic map and have
 AL0069.an estimated accuracy of +/- 6 seconds.
 AL0069
 AL0069.The orthometric height was determined by differential leveling
 AL0069.and adjusted by the National Geodetic Survey in June 1991..
 AL0069
 AL0069.The geoid height was determined by GEOID03.
 AL0069
 AL0069.The dynamic height is computed by dividing the NAVD 88
 AL0069.geopotential number by the normal gravity value computed on the
 AL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0069.degrees latitude (g = 980.6199 gals.).
 AL0069
 AL0069.The modeled gravity was interpolated from observed gravity values.
 AL0069
 AL0069;                    North         East    Units  Estimated Accuracy
 AL0069;SPC FL W     -   419,570.      127,320.      MT  (+/- 180 meters Scaled)
 AL0069
 AL0069                          SUPERSEDED SURVEY CONTROL
 AL0069
 AL0069  NGVD 29 (??/??/92)    2.190  (m)            7.18   (f) ADJ UNCH    2 2
 AL0069
 AL0069.Superseded values are not recommended for survey control.
 AL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0069.See file dsdata.txt to determine how the superseded data were derived.
 AL0069
 AL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291115(NAD 83)
 AL0069_MARKER: DD = SURVEY DISK
 AL0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0069_SP_SET: HEADWALL
 AL0069_STAMPING: 235
 AL0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0069
 AL0069  HISTORY     - Date     Condition        Report By
 AL0069  HISTORY     - UNK      MONUMENTED       FLHD
 AL0069  HISTORY     - 1976     GOOD             FLDT
 AL0069  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0069
 AL0069                          STATION DESCRIPTION
 AL0069
 AL0069'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0069'0.9 MI S FROM TARPON SPRINGS.
 AL0069'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0069'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.0 MILE.
 AL0069'STATION ON LEFT, 67.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0069'150.0 FT. SOUTH OF THE CENTERLINE OF RITA LANE.  SET IN TOP OF
 AL0069'A CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0069
 AL0069                          STATION RECOVERY (1984)
 AL0069
 AL0069'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0061 ***********************************************************************
 AQ0061  DESIGNATION -  23.6
 AQ0061  PID         -  AQ0061
 AQ0061  STATE/COUNTY-  FL/PUTNAM
 AQ0061  USGS QUAD   -  PALATKA (1992)
 AQ0061
 AQ0061                         *CURRENT SURVEY CONTROL
 AQ0061  ___________________________________________________________________
 AQ0061* NAD 83(1986)-  29 39 01.     (N)    081 38 26.     (W)     SCALED    
 AQ0061* NAVD 88     -         6.801  (meters)      22.31   (feet)  ADJUSTED  
 AQ0061  ___________________________________________________________________
 AQ0061  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ0061  DYNAMIC HT  -           6.792 (meters)      22.28  (feet)  COMP
 AQ0061  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 AQ0061
 AQ0061  VERT ORDER  -  FIRST     CLASS II
 AQ0061
 AQ0061.The horizontal coordinates were scaled from a topographic map and have
 AQ0061.an estimated accuracy of +/- 6 seconds.
 AQ0061
 AQ0061.The orthometric height was determined by differential leveling
 AQ0061.and adjusted by the National Geodetic Survey in June 1991..
 AQ0061
 AQ0061.The geoid height was determined by GEOID03.
 AQ0061
 AQ0061.The dynamic height is computed by dividing the NAVD 88
 AQ0061.geopotential number by the normal gravity value computed on the
 AQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0061.degrees latitude (g = 980.6199 gals.).
 AQ0061
 AQ0061.The modeled gravity was interpolated from observed gravity values.
 AQ0061
 AQ0061;                    North         East    Units  Estimated Accuracy
 AQ0061;SPC FL E     -   589,280.      137,980.      MT  (+/- 180 meters Scaled)
 AQ0061
 AQ0061                          SUPERSEDED SURVEY CONTROL
 AQ0061
 AQ0061  NGVD 29 (??/??/92)    7.08   (m)           23.2    (f) COMPUTED    1 2
 AQ0061
 AQ0061.Superseded values are not recommended for survey control.
 AQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0061.See file dsdata.txt to determine how the superseded data were derived.
 AQ0061
 AQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380802(NAD 83)
 AQ0061_MARKER: Q = CHISELED SQUARE
 AQ0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0061_SP_SET: CURB
 AQ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0061
 AQ0061  HISTORY     - Date     Condition        Report By
 AQ0061  HISTORY     - UNK      MONUMENTED       CGS
 AQ0061  HISTORY     - 1970     GOOD             LOCENG
 AQ0061
 AQ0061                          STATION DESCRIPTION
 AQ0061
 AQ0061'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0061'AT PALATKA.
 AQ0061'AT PALATKA, PUTNAM COUNTY, AT UNION STATION, AT THE SOUTHEAST
 AQ0061'CORNER OF THE TRAIN SHED AND PLATFORM, IN THE TOP OF THE CORNER
 AQ0061'OF A CONCRETE CURB.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0070 ***********************************************************************
 AL0070  DESIGNATION -  236 FLHD
 AL0070  PID         -  AL0070
 AL0070  STATE/COUNTY-  FL/PINELLAS
 AL0070  USGS QUAD   -  OLDSMAR (1987)
 AL0070
 AL0070                         *CURRENT SURVEY CONTROL
 AL0070  ___________________________________________________________________
 AL0070* NAD 83(1986)-  28 06 55.     (N)    082 44 23.     (W)     SCALED    
 AL0070* NAVD 88     -         2.042  (meters)       6.70   (feet)  ADJUSTED  
 AL0070  ___________________________________________________________________
 AL0070  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AL0070  DYNAMIC HT  -           2.040 (meters)       6.69  (feet)  COMP
 AL0070  MODELED GRAV-     979,193.0   (mgal)                       NAVD 88
 AL0070
 AL0070  VERT ORDER  -  SECOND    CLASS II
 AL0070
 AL0070.The horizontal coordinates were scaled from a topographic map and have
 AL0070.an estimated accuracy of +/- 6 seconds.
 AL0070
 AL0070.The orthometric height was determined by differential leveling
 AL0070.and adjusted by the National Geodetic Survey in June 1991..
 AL0070
 AL0070.The geoid height was determined by GEOID03.
 AL0070
 AL0070.The dynamic height is computed by dividing the NAVD 88
 AL0070.geopotential number by the normal gravity value computed on the
 AL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0070.degrees latitude (g = 980.6199 gals.).
 AL0070
 AL0070.The modeled gravity was interpolated from observed gravity values.
 AL0070
 AL0070;                    North         East    Units  Estimated Accuracy
 AL0070;SPC FL W     -   419,200.      127,320.      MT  (+/- 180 meters Scaled)
 AL0070
 AL0070                          SUPERSEDED SURVEY CONTROL
 AL0070
 AL0070  NGVD 29 (??/??/92)    2.302  (m)            7.55   (f) ADJ UNCH    2 2
 AL0070
 AL0070.Superseded values are not recommended for survey control.
 AL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0070.See file dsdata.txt to determine how the superseded data were derived.
 AL0070
 AL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291111(NAD 83)
 AL0070_MARKER: DD = SURVEY DISK
 AL0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0070_SP_SET: HEADWALL
 AL0070_STAMPING: 236
 AL0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0070
 AL0070  HISTORY     - Date     Condition        Report By
 AL0070  HISTORY     - UNK      MONUMENTED       FLHD
 AL0070  HISTORY     - 1976     GOOD             FLDT
 AL0070  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0070
 AL0070                          STATION DESCRIPTION
 AL0070
 AL0070'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0070'0.9 MI S FROM TARPON SPRINGS.
 AL0070'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0070'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.25 MILE.
 AL0070'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0070'105.5 FT. N/NW OF POWER POLE, NUMBER 12A-3496-R.  SET IN TOP
 AL0070'OF THE CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0070
 AL0070                          STATION RECOVERY (1984)
 AL0070
 AL0070'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0071 ***********************************************************************
 AL0071  DESIGNATION -  237 FLHD
 AL0071  PID         -  AL0071
 AL0071  STATE/COUNTY-  FL/PINELLAS
 AL0071  USGS QUAD   -  OLDSMAR (1987)
 AL0071
 AL0071                         *CURRENT SURVEY CONTROL
 AL0071  ___________________________________________________________________
 AL0071* NAD 83(1986)-  28 06 49.     (N)    082 44 23.     (W)     SCALED    
 AL0071* NAVD 88     -         2.076  (meters)       6.81   (feet)  ADJUSTED  
 AL0071  ___________________________________________________________________
 AL0071  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AL0071  DYNAMIC HT  -           2.073 (meters)       6.80  (feet)  COMP
 AL0071  MODELED GRAV-     979,192.9   (mgal)                       NAVD 88
 AL0071
 AL0071  VERT ORDER  -  SECOND    CLASS II
 AL0071
 AL0071.The horizontal coordinates were scaled from a topographic map and have
 AL0071.an estimated accuracy of +/- 6 seconds.
 AL0071
 AL0071.The orthometric height was determined by differential leveling
 AL0071.and adjusted by the National Geodetic Survey in June 1991..
 AL0071
 AL0071.The geoid height was determined by GEOID03.
 AL0071
 AL0071.The dynamic height is computed by dividing the NAVD 88
 AL0071.geopotential number by the normal gravity value computed on the
 AL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0071.degrees latitude (g = 980.6199 gals.).
 AL0071
 AL0071.The modeled gravity was interpolated from observed gravity values.
 AL0071
 AL0071;                    North         East    Units  Estimated Accuracy
 AL0071;SPC FL W     -   419,020.      127,320.      MT  (+/- 180 meters Scaled)
 AL0071
 AL0071                          SUPERSEDED SURVEY CONTROL
 AL0071
 AL0071  NGVD 29 (??/??/92)    2.335  (m)            7.66   (f) ADJ UNCH    2 2
 AL0071
 AL0071.Superseded values are not recommended for survey control.
 AL0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0071.See file dsdata.txt to determine how the superseded data were derived.
 AL0071
 AL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291110(NAD 83)
 AL0071_MARKER: DD = SURVEY DISK
 AL0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0071_SP_SET: HEADWALL
 AL0071_STAMPING: 237
 AL0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0071
 AL0071  HISTORY     - Date     Condition        Report By
 AL0071  HISTORY     - UNK      MONUMENTED       FLHD
 AL0071  HISTORY     - 1976     GOOD             FLDT
 AL0071  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0071
 AL0071                          STATION DESCRIPTION
 AL0071
 AL0071'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0071'1.1 MI S FROM TARPON SPRINGS.
 AL0071'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0071'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.4 MILE.
 AL0071'STATION ON LEFT, 58.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0071'102.0 FT. SOUTH OF THE CENTERLINE OF CYPRESS RD.  SET IN TOP OF
 AL0071'A CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0071
 AL0071                          STATION RECOVERY (1984)
 AL0071
 AL0071'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0072 ***********************************************************************
 AL0072  DESIGNATION -  238 FLHD
 AL0072  PID         -  AL0072
 AL0072  STATE/COUNTY-  FL/PINELLAS
 AL0072  USGS QUAD   -  OLDSMAR (1987)
 AL0072
 AL0072                         *CURRENT SURVEY CONTROL
 AL0072  ___________________________________________________________________
 AL0072* NAD 83(1986)-  28 06 37.     (N)    082 44 23.     (W)     SCALED    
 AL0072* NAVD 88     -         2.919  (meters)       9.58   (feet)  ADJUSTED  
 AL0072  ___________________________________________________________________
 AL0072  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AL0072  DYNAMIC HT  -           2.915 (meters)       9.56  (feet)  COMP
 AL0072  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 AL0072
 AL0072  VERT ORDER  -  SECOND    CLASS II
 AL0072
 AL0072.The horizontal coordinates were scaled from a topographic map and have
 AL0072.an estimated accuracy of +/- 6 seconds.
 AL0072
 AL0072.The orthometric height was determined by differential leveling
 AL0072.and adjusted by the National Geodetic Survey in June 1991..
 AL0072
 AL0072.The geoid height was determined by GEOID03.
 AL0072
 AL0072.The dynamic height is computed by dividing the NAVD 88
 AL0072.geopotential number by the normal gravity value computed on the
 AL0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0072.degrees latitude (g = 980.6199 gals.).
 AL0072
 AL0072.The modeled gravity was interpolated from observed gravity values.
 AL0072
 AL0072;                    North         East    Units  Estimated Accuracy
 AL0072;SPC FL W     -   418,650.      127,320.      MT  (+/- 180 meters Scaled)
 AL0072
 AL0072                          SUPERSEDED SURVEY CONTROL
 AL0072
 AL0072  NGVD 29 (??/??/92)    3.179  (m)           10.43   (f) ADJ UNCH    2 2
 AL0072
 AL0072.Superseded values are not recommended for survey control.
 AL0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0072.See file dsdata.txt to determine how the superseded data were derived.
 AL0072
 AL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291106(NAD 83)
 AL0072_MARKER: DD = SURVEY DISK
 AL0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0072_SP_SET: HEADWALL
 AL0072_STAMPING: 238
 AL0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0072
 AL0072  HISTORY     - Date     Condition        Report By
 AL0072  HISTORY     - UNK      MONUMENTED       FLHD
 AL0072  HISTORY     - 1976     GOOD             FLDT
 AL0072  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0072
 AL0072                          STATION DESCRIPTION
 AL0072
 AL0072'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0072'1.2 MI S FROM TARPON SPRINGS.
 AL0072'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0072'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.6 MILE.
 AL0072'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0072'59.5 FT. NW OF POWER POLE, NUMBER 12A-3502-R.  SET IN TOP OF
 AL0072'CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0072
 AL0072                          STATION RECOVERY (1984)
 AL0072
 AL0072'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0073 ***********************************************************************
 AL0073  DESIGNATION -  239 FLHD
 AL0073  PID         -  AL0073
 AL0073  STATE/COUNTY-  FL/PINELLAS
 AL0073  USGS QUAD   -  OLDSMAR (1987)
 AL0073
 AL0073                         *CURRENT SURVEY CONTROL
 AL0073  ___________________________________________________________________
 AL0073* NAD 83(1986)-  28 06 31.     (N)    082 44 23.     (W)     SCALED    
 AL0073* NAVD 88     -         3.392  (meters)      11.13   (feet)  ADJUSTED  
 AL0073  ___________________________________________________________________
 AL0073  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AL0073  DYNAMIC HT  -           3.387 (meters)      11.11  (feet)  COMP
 AL0073  MODELED GRAV-     979,192.5   (mgal)                       NAVD 88
 AL0073
 AL0073  VERT ORDER  -  SECOND    CLASS II
 AL0073
 AL0073.The horizontal coordinates were scaled from a topographic map and have
 AL0073.an estimated accuracy of +/- 6 seconds.
 AL0073
 AL0073.The orthometric height was determined by differential leveling
 AL0073.and adjusted by the National Geodetic Survey in June 1991..
 AL0073
 AL0073.The geoid height was determined by GEOID03.
 AL0073
 AL0073.The dynamic height is computed by dividing the NAVD 88
 AL0073.geopotential number by the normal gravity value computed on the
 AL0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0073.degrees latitude (g = 980.6199 gals.).
 AL0073
 AL0073.The modeled gravity was interpolated from observed gravity values.
 AL0073
 AL0073;                    North         East    Units  Estimated Accuracy
 AL0073;SPC FL W     -   418,470.      127,320.      MT  (+/- 180 meters Scaled)
 AL0073
 AL0073                          SUPERSEDED SURVEY CONTROL
 AL0073
 AL0073  NGVD 29 (??/??/92)    3.652  (m)           11.98   (f) ADJ UNCH    2 2
 AL0073
 AL0073.Superseded values are not recommended for survey control.
 AL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0073.See file dsdata.txt to determine how the superseded data were derived.
 AL0073
 AL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291104(NAD 83)
 AL0073_MARKER: DD = SURVEY DISK
 AL0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0073_SP_SET: HEADWALL
 AL0073_STAMPING: 239
 AL0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0073
 AL0073  HISTORY     - Date     Condition        Report By
 AL0073  HISTORY     - UNK      MONUMENTED       FLHD
 AL0073  HISTORY     - 1976     GOOD             FLDT
 AL0073  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0073
 AL0073                          STATION DESCRIPTION
 AL0073
 AL0073'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0073'1.6 MI S FROM TARPON SPRINGS.
 AL0073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0073'KEYSTONE RD. (S.R. 582), SOUTHERLY ON U.S. 19 FOR 2.85 MILE.
 AL0073'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0073'36.5 FT. W/SW OF POWER POLE, NO NUMBER.  SET IN TOP OF THE
 AL0073'CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0073
 AL0073                          STATION RECOVERY (1984)
 AL0073
 AL0073'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0058 ***********************************************************************
 BG0058  DESIGNATION -  239 USE
 BG0058  PID         -  BG0058
 BG0058  STATE/COUNTY-  FL/ESCAMBIA
 BG0058  USGS QUAD   -  CANTONMENT (1987)
 BG0058
 BG0058                         *CURRENT SURVEY CONTROL
 BG0058  ___________________________________________________________________
 BG0058* NAD 83(1986)-  30 37 13.     (N)    087 19 22.     (W)     SCALED    
 BG0058* NAVD 88     -        38.147  (meters)     125.15   (feet)  ADJUSTED  
 BG0058  ___________________________________________________________________
 BG0058  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BG0058  DYNAMIC HT  -          38.097 (meters)     124.99  (feet)  COMP
 BG0058  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 BG0058
 BG0058  VERT ORDER  -  FIRST     CLASS II
 BG0058
 BG0058.The horizontal coordinates were scaled from a topographic map and have
 BG0058.an estimated accuracy of +/- 6 seconds.
 BG0058
 BG0058.The orthometric height was determined by differential leveling
 BG0058.and adjusted by the National Geodetic Survey in June 1991..
 BG0058
 BG0058.The geoid height was determined by GEOID03.
 BG0058
 BG0058.The dynamic height is computed by dividing the NAVD 88
 BG0058.geopotential number by the normal gravity value computed on the
 BG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0058.degrees latitude (g = 980.6199 gals.).
 BG0058
 BG0058.The modeled gravity was interpolated from observed gravity values.
 BG0058
 BG0058;                    North         East    Units  Estimated Accuracy
 BG0058;SPC FL N     -   182,960.      329,380.      MT  (+/- 180 meters Scaled)
 BG0058
 BG0058                          SUPERSEDED SURVEY CONTROL
 BG0058
 BG0058  NGVD 29 (??/??/92)   38.184  (m)          125.28   (f) ADJ UNCH    1 2
 BG0058
 BG0058.Superseded values are not recommended for survey control.
 BG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0058.See file dsdata.txt to determine how the superseded data were derived.
 BG0058
 BG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU690875(NAD 83)
 BG0058_MARKER: DD = SURVEY DISK
 BG0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0058_STAMPING: NO 239 ELEV 128
 BG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0058+STABILITY: SURFACE MOTION
 BG0058
 BG0058  HISTORY     - Date     Condition        Report By
 BG0058  HISTORY     - UNK      MONUMENTED       DOD
 BG0058  HISTORY     - 1955     GOOD             NGS
 BG0058
 BG0058                          STATION DESCRIPTION
 BG0058
 BG0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0058'0.6 MI N FROM CANTONMENT.
 BG0058'ABOUT 0.65 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0058'FROM THE STATION AT CANTONMENT, ABOUT 0.85 MILE SOUTH OF THE POST
 BG0058'OFFICE AT COTTAGE HILL, ABOUT 0.1 MILE NORTH OF MILE POST 635,
 BG0058'NEAR THE NORTH END OF A LONG CURVE WITH TANGENTS EXTENDING NORTH
 BG0058'AND SOUTH-SOUTHEAST, 46 1/2 FEET WEST OF WEST RAIL, 85 FEET
 BG0058'NORTHWEST OF CENTER OF CROSSING OF A PRIVATE ROAD, 48 FEET EAST
 BG0058'OF CENTER LINE OF U.S. HIGHWAY 29, 65 FEET NORTH OF CENTER LINE
 BG0058'OF DIM ROAD, 23 FEET EAST-NORTHEAST OF A POWER POLE WITH 3 GUY
 BG0058'WIRES AND 2 BRANCH LINES, 1 1/2 FEET EAST OF A R/W FENCE LINE, ABOUT
 BG0058'3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BG0058'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0710 ***********************************************************************
 AS0710  DESIGNATION -  24
 AS0710  PID         -  AS0710
 AS0710  STATE/COUNTY-  FL/FRANKLIN
 AS0710  USGS QUAD   -  JACKSON RIVER (1992)
 AS0710
 AS0710                         *CURRENT SURVEY CONTROL
 AS0710  ___________________________________________________________________
 AS0710* NAD 83(1990)-  29 46 05.54190(N)    085 02 35.97123(W)     ADJUSTED  
 AS0710* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AS0710  ___________________________________________________________________
 AS0710  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AS0710  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AS0710
 AS0710  HORZ ORDER  -  SECOND
 AS0710
 AS0710.The horizontal coordinates were established by classical geodetic methods
 AS0710.and adjusted by the National Geodetic Survey in May 1991..
 AS0710
 AS0710.The orthometric height was scaled from a topographic map.
 AS0710
 AS0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0710
 AS0710.The geoid height was determined by GEOID03.
 AS0710
 AS0710;                    North         East     Units Scale Factor Converg.
 AS0710;SPC FL N     -    85,278.930   547,456.800   MT  0.99997253   -0 16 22.9
 AS0710;SPC FL N     -   279,785.96  1,796,114.52   sFT  0.99997253   -0 16 22.9
 AS0710;UTM  16      - 3,294,705.306   689,172.548   MT  1.00004156   +0 58 18.3
 AS0710
 AS0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0710!SPC FL N     -   1.00000414  x   0.99997253  =   0.99997667
 AS0710!UTM  16      -   1.00000414  x   1.00004156  =   1.00004570
 AS0710
 AS0710:                Primary Azimuth Mark                     Grid Az
 AS0710:SPC FL N     -  APALACHICOLA                             134 16 04.3
 AS0710:UTM  16      -  APALACHICOLA                             133 01 23.1
 AS0710
 AS0710|---------------------------------------------------------------------|
 AS0710| PID    Reference Object                     Distance      Geod. Az  |
 AS0710|                                                           dddmmss.s |
 AS0710| AS0246 APALACHICOLA                        APPROX. 6.9 KM 1335941.4 |
 AS0710| AS0731 NORTHWEST IRON STACK                APPROX. 4.3 KM 2301331.1 |
 AS0710| CW2620 24 RM 2                              28.777 METERS 26526     |
 AS0710| CW2619 24 RM 1                              32.589 METERS 35049     |
 AS0710|---------------------------------------------------------------------|
 AS0710
 AS0710                          SUPERSEDED SURVEY CONTROL
 AS0710
 AS0710  NAD 83(1986)-  29 46 05.55313(N)    085 02 35.98526(W) AD(       ) 2
 AS0710  NAD 27      -  29 46 04.79300(N)    085 02 36.30400(W) AD(       ) 2
 AS0710
 AS0710.Superseded values are not recommended for survey control.
 AS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0710.See file dsdata.txt to determine how the superseded data were derived.
 AS0710
 AS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8917394705(NAD 83)
 AS0710_MARKER: G = GLASS BOTTLE
 AS0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0710
 AS0710  HISTORY     - Date     Condition        Report By
 AS0710  HISTORY     - 1935     MONUMENTED       USE
 AS0710  HISTORY     - 1935     GOOD             CGS
 AS0710  HISTORY     - 1945     GOOD             CGS
 AS0710
 AS0710                          STATION DESCRIPTION
 AS0710
 AS0710'DESCRIBED BY US ENGINEERS 1935 (CAE)
 AS0710'IN A SMALL CLEARING ON S SHORE OF APALACHICOLA RIVER ABOUT 1/2
 AS0710'MILE W OF THE RAILROAD BRIDGE AND 19 METERS S OF HIGH-WATER LINE
 AS0710'AND LINE OF PILING OF OLD DOCK.  U.S.E. 11 IS 74.4 METERS
 AS0710'N 18 DEG 11 MIN 08 SEC W FROM THIS STATION.
 AS0710'
 AS0710'STATION MARK IS A 1-INCH BOTTLE NECK SET IN A 6- BY 6-INCH
 AS0710'CONCRETE MONUMENT EXTENDING 1 FOOT ABOVE SURFACE OF GROUND.
 AS0710
 AS0710                          STATION RECOVERY (1935)
 AS0710
 AS0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 AS0710'THE STATION IS ON THE W SIDE OF THE APALACHICOLA RIVER AT A
 AS0710'POINT 4 MILES N OF APALACHICOLA AND ABOUT 0.7 MILE N OF
 AS0710'RAILROAD BRIDGE.  A HOUSE OCCUPIED BY A FAMILY BY THE NAME OF
 AS0710'MC GOWAN IS ON THE RIVER BANK AT A POINT 0.4 MILE SE OF THE
 AS0710'STATION.  IT IS 22.91 METERS W OF THE RIVER BANK AND IS
 AS0710'MARKED BY A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 AS0710'ABOVE GROUND.
 AS0710'
 AS0710'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 AS0710'THE TOP OF A TILE.
 AS0710'
 AS0710'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN 6-INCH TILE
 AS0710'PROJECTING 4 INCHES ABOVE GROUND, AND IS 32.589 METERS N OF THE
 AS0710'STATION, AND 1.44 METERS W OF THE RIVER BANK.  REFERENCE MARK
 AS0710'NO. 2 IS A STANDARD DISK SET IN 6-INCH TILE PROJECTING 4
 AS0710'INCHES ABOVE GROUND, AND IS 28.777 METERS W OF THE STATION.
 AS0710'
 AS0710'STATION U.S.E. 23 MARKED SIMILAR TO U.S.E. 24 AND LOCATED 12
 AS0710'METERS S OF THE SE CORNER OF THE MC GOWAN HOUSE AND 10 METERS W
 AS0710'OF THE RIVER BANK, WAS USED AS AN AZIMUTH MARK.
 AS0710'
 AS0710'TO REACH THIS STATION BY AUTOMOBILE, PROCEED E ON THE SHELL
 AS0710'ROAD S OF THE APALACHICOLA SCHOOLHOUSE 02.9 MILES TO RAILROAD
 AS0710'TRACK, CROSS TRACKS AT THIS POINT AND CONTINUE ON SAME ROAD FOR
 AS0710'A DISTANCE OF 1.0 MILE WHERE ROAD CROSSES RAILROAD AGAIN,
 AS0710'CONTINUE ON THIS ROAD FOR 0.3 MILE, AT THIS POINT ROAD FORKS,
 AS0710'THE RIGHT FORK LEADING TO THE MC GOWAN HOUSE, TAKE THE LEFT
 AS0710'FORK, WHICH IS A FAINT WOOD ROAD AND KEEP TO RIGHT AT NEXT TWO
 AS0710'FORKS, STOP AT A TRIANGLE BLAZE, WHICH IS 1.0 MILE FROM THE
 AS0710'POINT WHERE ROAD CROSSES THE RAILROAD THE SECOND TIME.
 AS0710
 AS0710                          STATION RECOVERY (1945)
 AS0710
 AS0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ELJ)
 AS0710'STATION RECOVERED FOR TOPOGRAPHIC PURPOSES.  THE BASE OF THE
 AS0710'MONUMENT IS IN FAIR CONDITION.  THE TOP, INCLUDING THE BOTTLE,
 AS0710'WAS BROKEN OFF AND FOUND NEAR THE MONUMENT.  THE REFERENCE MARKS
 AS0710'WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7241 ***********************************************************************
 AK7241  DESIGNATION -  24 50 TURNS CCW OPEN
 AK7241  PID         -  AK7241
 AK7241  STATE/COUNTY-  FL/ORANGE
 AK7241  USGS QUAD   -  OVIEDO SW (1980)
 AK7241
 AK7241                         *CURRENT SURVEY CONTROL
 AK7241  ___________________________________________________________________
 AK7241* NAD 83(1986)-  28 30 45.     (N)    081 10 46.     (W)     SCALED    
 AK7241* NAVD 88     -        22.116  (meters)      72.56   (feet)  ADJUSTED  
 AK7241  ___________________________________________________________________
 AK7241  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AK7241  DYNAMIC HT  -          22.084 (meters)      72.45  (feet)  COMP
 AK7241  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 AK7241
 AK7241  VERT ORDER  -  SECOND    CLASS I
 AK7241
 AK7241.The horizontal coordinates were scaled from a topographic map and have
 AK7241.an estimated accuracy of +/- 6 seconds.
 AK7241
 AK7241.The orthometric height was determined by differential leveling
 AK7241.and adjusted by the National Geodetic Survey in December 1995..
 AK7241
 AK7241.The geoid height was determined by GEOID03.
 AK7241
 AK7241.The dynamic height is computed by dividing the NAVD 88
 AK7241.geopotential number by the normal gravity value computed on the
 AK7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7241.degrees latitude (g = 980.6199 gals.).
 AK7241
 AK7241.The modeled gravity was interpolated from observed gravity values.
 AK7241
 AK7241;                    North         East    Units  Estimated Accuracy
 AK7241;SPC FL E     -   463,020.      182,440.      MT  (+/- 180 meters Scaled)
 AK7241
 AK7241                          SUPERSEDED SURVEY CONTROL
 AK7241
 AK7241.No superseded survey control is available for this station.
 AK7241
 AK7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM824539(NAD 83)
 AK7241_MARKER: DD = SURVEY DISK
 AK7241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK7241+WITH SETTING: PAVEMENT
 AK7241_SP_SET: CONCRETE PAD
 AK7241_MARK LOGO: NONE  
 AK7241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7241+STABILITY: SURFACE MOTION
 AK7241
 AK7241  HISTORY     - Date     Condition        Report By
 AK7241  HISTORY     - 1988     MONUMENTED       LOCENG
 AK7241  HISTORY     - 19901219 GOOD             FL-095
 AK7241
 AK7241                          STATION DESCRIPTION
 AK7241
 AK7241'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7241'2-INCH BRASS DISC ON SOUTHERNMOST CORNER OF 1.5-FT BY 1.5-FT CONCRETE
 AK7241'PAD WITH WTR. VAL. STAMPED 24 50 TURNS CCW OPEN 1988.  ABOUT 21 FT
 AK7241'(6.4 M) NORTHEAST OF CENTER LINE OF ALAFAYA TRAIL, ABOUT 29 FT
 AK7241'(8.8 M) SOUTHWEST OF 4-FT BARBED WIRE FENCE, AND ABOUT 250 FT
 AK7241'(76.2 M) WEST OF P.C.  T23S, R31E, SECTION 2.  (DESCRIPTION
 AK7241'SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8216 ***********************************************************************
 AD8216  DESIGNATION -  24 BRP
 AD8216  PID         -  AD8216
 AD8216  STATE/COUNTY-  FL/PALM BEACH
 AD8216  USGS QUAD   -  SIXMILE BEND (1970)
 AD8216
 AD8216                         *CURRENT SURVEY CONTROL
 AD8216  ___________________________________________________________________
 AD8216* NAD 83(1986)-  26 39 23.     (N)    080 33 56.     (W)     SCALED    
 AD8216* NAVD 88     -         5.055  (meters)      16.58   (feet)  ADJUSTED  
 AD8216  ___________________________________________________________________
 AD8216  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AD8216  DYNAMIC HT  -           5.047 (meters)      16.56  (feet)  COMP
 AD8216  MODELED GRAV-     979,105.7   (mgal)                       NAVD 88
 AD8216
 AD8216  VERT ORDER  -  FIRST     CLASS II
 AD8216
 AD8216.The horizontal coordinates were scaled from a topographic map and have
 AD8216.an estimated accuracy of +/- 6 seconds.
 AD8216
 AD8216.The orthometric height was determined by differential leveling
 AD8216.and adjusted by the National Geodetic Survey in September 1992..
 AD8216
 AD8216.The geoid height was determined by GEOID03.
 AD8216
 AD8216.The dynamic height is computed by dividing the NAVD 88
 AD8216.geopotential number by the normal gravity value computed on the
 AD8216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8216.degrees latitude (g = 980.6199 gals.).
 AD8216
 AD8216.The modeled gravity was interpolated from observed gravity values.
 AD8216
 AD8216;                    North         East    Units  Estimated Accuracy
 AD8216;SPC FL E     -   257,410.      243,250.      MT  (+/- 180 meters Scaled)
 AD8216
 AD8216                          SUPERSEDED SURVEY CONTROL
 AD8216
 AD8216  NGVD 29 (09/01/92)    5.496  (m)           18.03   (f) ADJUSTED    1 2
 AD8216
 AD8216.Superseded values are not recommended for survey control.
 AD8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8216.See file dsdata.txt to determine how the superseded data were derived.
 AD8216
 AD8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK432484(NAD 83)
 AD8216_MARKER: DE = TRAVERSE STATION DISK
 AD8216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD8216_SP_SET: HEADWALL
 AD8216_STAMPING: 24 BRP 1969
 AD8216_MARK LOGO: USGS  
 AD8216_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8216+STABILITY: SURFACE MOTION
 AD8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8216+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 AD8216
 AD8216  HISTORY     - Date     Condition        Report By
 AD8216  HISTORY     - 1969     MONUMENTED       USGS
 AD8216  HISTORY     - 19920317 GOOD             NGS
 AD8216  HISTORY     - 20011101 GOOD             FLDEP
 AD8216
 AD8216                          STATION DESCRIPTION
 AD8216
 AD8216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8216'11.6 KM (7.20 MI) EASTERLY ALONG STATE HIGHWAY 880 FROM THE JUNCTION
 AD8216'OF STATE HIGHWAY 80 IN BELLE GLADE, IN TOP OF AND 1.4 M (4.6 FT)
 AD8216'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF
 AD8216'A BOX CULVERT, 9.9 M (32.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AD8216'HIGHWAY, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AD8216
 AD8216                          STATION RECOVERY (2001)
 AD8216
 AD8216'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AD8216'THE MARK IS ABOUT 11.0 MI SOUTHEAST OF BELLE GLADE, ON STATE ROAD 880,
 AD8216'IN ESTIMATED
 AD8216'SECTION 8, TOWNSHIP 44 SOUTH, RANGE 38 EAST.
 AD8216' 
 AD8216'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 AD8216'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 AD8216'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 AD8216'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST AVENUE E) FOR 0.5 MI TO A
 AD8216'SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND GO SOUTHEAST ON STATE
 AD8216'ROAD 880 (STATE ROAD 80) FOR 5.5 TO THE NORTHWEST END OF THE BRIDGE
 AD8216'SPANNING HILLSBORO CANAL (AT SIXMILE BEND), CONTINUE NORTHEAST ON
 AD8216'STATE ROAD 880 (STATE ROAD 80) FOR 1.3 MI TO THE MARK ON THE RIGHT,
 AD8216'SET FLUSH IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AD8216'HEADWALL OF A BOX CULVERT ABOUT 2.0 FT BELOW THE LEVEL OF THE STATE
 AD8216'ROAD 880.
 AD8216' 
 AD8216'LOCATED 32.5 FT SOUTHEAST OF THE CENTERLINE OF STATE ROAD 880, 12.0 FT
 AD8216'SOUTHWEST OF A METAL GUARDRAIL, 5.0 FT NORTHEAST OF THE SOUTHWEST END
 AD8216'OF THE HEADWALL AND 4.6 FT SOUTHWEST OF THE NORTHEAST END OF THE
 AD8216'HEADWALL.
 AD8216'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6981 ***********************************************************************
 AI6981  DESIGNATION -  24 CMP
 AI6981  PID         -  AI6981
 AI6981  STATE/COUNTY-  FL/PUTNAM
 AI6981  USGS QUAD   -  CRESCENT CITY (1994)
 AI6981
 AI6981                         *CURRENT SURVEY CONTROL
 AI6981  ___________________________________________________________________
 AI6981* NAD 83(1986)-  29 25 58.     (N)    081 36 07.     (W)     SCALED    
 AI6981* NAVD 88     -        12.552  (meters)      41.18   (feet)  ADJUSTED  
 AI6981  ___________________________________________________________________
 AI6981  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AI6981  DYNAMIC HT  -          12.535 (meters)      41.13  (feet)  COMP
 AI6981  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 AI6981
 AI6981  VERT ORDER  -  SECOND    CLASS I
 AI6981
 AI6981.The horizontal coordinates were scaled from a topographic map and have
 AI6981.an estimated accuracy of +/- 6 seconds.
 AI6981
 AI6981.The orthometric height was determined by differential leveling
 AI6981.and adjusted by the National Geodetic Survey in April 2001..
 AI6981
 AI6981.The geoid height was determined by GEOID03.
 AI6981
 AI6981.The dynamic height is computed by dividing the NAVD 88
 AI6981.geopotential number by the normal gravity value computed on the
 AI6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6981.degrees latitude (g = 980.6199 gals.).
 AI6981
 AI6981.The modeled gravity was interpolated from observed gravity values.
 AI6981
 AI6981;                    North         East    Units  Estimated Accuracy
 AI6981;SPC FL E     -   565,150.      141,600.      MT  (+/- 180 meters Scaled)
 AI6981
 AI6981                          SUPERSEDED SURVEY CONTROL
 AI6981
 AI6981.No superseded survey control is available for this station.
 AI6981
 AI6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN416560(NAD 83)
 AI6981_MARKER: DB = BENCH MARK DISK
 AI6981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6981_STAMPING: 24 CMP 1969
 AI6981_MARK LOGO: USGS  
 AI6981_PROJECTION: RECESSED 13 CENTIMETERS
 AI6981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI6981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6981+STABILITY: SURFACE MOTION
 AI6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6981+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2002
 AI6981
 AI6981  HISTORY     - Date     Condition        Report By
 AI6981  HISTORY     - 1969     MONUMENTED       USGS
 AI6981  HISTORY     - 19930914 GOOD             FLDEP
 AI6981  HISTORY     - 20020713 GOOD             FLDEP
 AI6981
 AI6981                          STATION DESCRIPTION
 AI6981
 AI6981'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6981'THE STATION IS ABOUT 5.65 MI (9.09 KM) WEST OF CRESCENT CITY, 2.45 MI
 AI6981'(3.94 KM) EAST OF FRUITLAND ALONG COUNTY ROAD 308 IN PUTNAM COUNTY,
 AI6981'SECTION 19, TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE STATION
 AI6981'FROM THE T JUNCTION OF COUNTY ROADS C-309 AND C-308 IN FRUITLAND, GO
 AI6981'NORTHEAST ON COUNTY ROAD C-308 FOR 2.45 MI (3.94 KM) TO THE
 AI6981'INTERSECTION OF GEORGETOWN SHORT CUT ROAD A SAND ROAD LEADING SOUTH
 AI6981'AND THE MARK ON THE LEFT. LOCATED 25.0 FT (7.6 M) NORTH OF THE
 AI6981'CENTERLINE OF COUNTY ROAD 308, 0.4 FT (12.2 CM) LOWER THAN THE LEVEL
 AI6981'OF THE ROAD, 2.0 FT (0.6 M) SOUTH OF A CUT OFF POWER POLE.  SET IN TOP
 AI6981'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AI6981
 AI6981                          STATION RECOVERY (2002)
 AI6981
 AI6981'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI6981'RECOVERED IN GOOD CONDITION.
 AI6981' 
 AI6981'THE MARK IS ABOUT 5.6 MI WEST OF CRESCENT CITY, 2.5 MI EAST OF
 AI6981'FRUITLAND, IN SECTION 19,
 AI6981'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6981' 
 AI6981'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6981'HIGHWAY 17 IN CRESCENT
 AI6981'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6981'HUNTINGTON SHORTCUT
 AI6981'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 2.65 MI TO THE
 AI6981'INTERSECTION
 AI6981'OF GEORGETOWN SHORT CUT ROAD AND THE MARK ON THE RIGHT, SET IN THE TOP
 AI6981'OF A ROUND
 AI6981'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AI6981' 
 AI6981' 
 AI6981' 
 AI6981'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1029 ***********************************************************************
 AR1029  DESIGNATION -  24 CMP 77
 AR1029  PID         -  AR1029
 AR1029  STATE/COUNTY-  FL/MARION
 AR1029  USGS QUAD   -  SHADY (1991)
 AR1029
 AR1029                         *CURRENT SURVEY CONTROL
 AR1029  ___________________________________________________________________
 AR1029* NAD 83(1986)-  29 07 01.     (N)    082 13 05.     (W)     SCALED    
 AR1029* NAVD 88     -        23.173  (meters)      76.03   (feet)  POSTED    
 AR1029  ___________________________________________________________________
 AR1029  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1029  DYNAMIC HT  -          23.140 (meters)      75.92  (feet)  COMP
 AR1029  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 AR1029
 AR1029  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AR1029
 AR1029.The horizontal coordinates were scaled from a topographic map and have
 AR1029.an estimated accuracy of +/- 6 seconds.
 AR1029
 AR1029.The orthometric height was determined by differential leveling
 AR1029.and adjusted by the National Geodetic Survey in 1992..
 AR1029.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AR1029.rate of 2.1 thru 3.0 mm/km.
 AR1029
 AR1029.The geoid height was determined by GEOID03.
 AR1029
 AR1029.The dynamic height is computed by dividing the NAVD 88
 AR1029.geopotential number by the normal gravity value computed on the
 AR1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1029.degrees latitude (g = 980.6199 gals.).
 AR1029
 AR1029.The modeled gravity was interpolated from observed gravity values.
 AR1029
 AR1029;                    North         East    Units  Estimated Accuracy
 AR1029;SPC FL W     -   530,010.      178,780.      MT  (+/- 180 meters Scaled)
 AR1029
 AR1029                          SUPERSEDED SURVEY CONTROL
 AR1029
 AR1029  NGVD 29 (??/??/92)   23.480  (m)           77.03   (f) ADJ UNCH    2 1
 AR1029
 AR1029.Superseded values are not recommended for survey control.
 AR1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1029.See file dsdata.txt to determine how the superseded data were derived.
 AR1029
 AR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN814215(NAD 83)
 AR1029_MARKER: DD = SURVEY DISK
 AR1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1029_STAMPING: 24 CMP 1965 77 (USGS)
 AR1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1029+STABILITY: SURFACE MOTION
 AR1029
 AR1029  HISTORY     - Date     Condition        Report By
 AR1029  HISTORY     - 1965     MONUMENTED       USGS
 AR1029  HISTORY     - 1973     GOOD             FLDT
 AR1029  HISTORY     - 20031212 MARK NOT FOUND   FLDEP
 AR1029
 AR1029                          STATION DESCRIPTION
 AR1029
 AR1029'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AR1029'6.6 MI SW FROM OCALA.
 AR1029'FROM THE INTERSECTION OF STATE ROAD 200 AND U.S. ROUTE 301 IN
 AR1029'OCALA, PROCEED SOUTHWEST ALONG STATE ROAD 200 FOR ABOUT 6.55
 AR1029'MILES AND BENCH MARK, WHICH IS SET IN THE TOP OF A SQUARE CONCRETE
 AR1029'MONUMENT 3 INCHES ABOVE GROUND.  IT IS 1.4 FEET NORTHWEST OF A
 AR1029'PAINTED BOARD FENCE, 0.9 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AR1029'10.5 FEET EAST OF POWER POLE 10-377, 66.8 FEET SOUTHEAST OF THE
 AR1029'CENTERLINE OF STATE ROAD 200 AND 34.0 FEET EAST OF THE CENTERLINE
 AR1029'OF A NORTH-SOUTH GRADED ROAD.  SECTION 9, T 16S, R 21E
 AR1029
 AR1029                          STATION RECOVERY (2003)
 AR1029
 AR1029'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1029'THE MARK WAS NOT FOUND PROBABLY DUE TO THE 6-LANE EXPANSION OF STATE
 AR1029'ROAD 200 AND  WIDENING OF SOUTHWEST 60TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0741 ***********************************************************************
 AQ0741  DESIGNATION -  24 JAS
 AQ0741  PID         -  AQ0741
 AQ0741  STATE/COUNTY-  FL/LAKE
 AQ0741  USGS QUAD   -  ASTOR (1983)
 AQ0741
 AQ0741                         *CURRENT SURVEY CONTROL
 AQ0741  ___________________________________________________________________
 AQ0741* NAD 83(1986)-  29 09 50.     (N)    081 36 24.     (W)     SCALED    
 AQ0741* NAVD 88     -        13.424  (meters)      44.04   (feet)  ADJUSTED  
 AQ0741  ___________________________________________________________________
 AQ0741  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ0741  DYNAMIC HT  -          13.405 (meters)      43.98  (feet)  COMP
 AQ0741  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 AQ0741
 AQ0741  VERT ORDER  -  FIRST     CLASS II
 AQ0741
 AQ0741.The horizontal coordinates were scaled from a topographic map and have
 AQ0741.an estimated accuracy of +/- 6 seconds.
 AQ0741
 AQ0741.The orthometric height was determined by differential leveling
 AQ0741.and adjusted by the National Geodetic Survey in June 1991..
 AQ0741
 AQ0741.The geoid height was determined by GEOID03.
 AQ0741
 AQ0741.The dynamic height is computed by dividing the NAVD 88
 AQ0741.geopotential number by the normal gravity value computed on the
 AQ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0741.degrees latitude (g = 980.6199 gals.).
 AQ0741
 AQ0741.The modeled gravity was interpolated from observed gravity values.
 AQ0741
 AQ0741;                    North         East    Units  Estimated Accuracy
 AQ0741;SPC FL E     -   535,350.      140,980.      MT  (+/- 180 meters Scaled)
 AQ0741
 AQ0741                          SUPERSEDED SURVEY CONTROL
 AQ0741
 AQ0741  NGVD 29 (??/??/92)   13.744  (m)           45.09   (f) ADJ UNCH    1 2
 AQ0741
 AQ0741.Superseded values are not recommended for survey control.
 AQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0741.See file dsdata.txt to determine how the superseded data were derived.
 AQ0741
 AQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN410262(NAD 83)
 AQ0741_MARKER: DD = SURVEY DISK
 AQ0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0741_SP_SET: CULVERT
 AQ0741_STAMPING: 24 JAS 1966 45
 AQ0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0741
 AQ0741  HISTORY     - Date     Condition        Report By
 AQ0741  HISTORY     - 1966     MONUMENTED       USGS
 AQ0741  HISTORY     - 1968     GOOD             NGS
 AQ0741  HISTORY     - 19910303 GOOD             USPSQD
 AQ0741
 AQ0741                          STATION DESCRIPTION
 AQ0741
 AQ0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0741'5.6 MI W FROM ASTOR.
 AQ0741'ABOUT 5.55 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0741'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 2.3
 AQ0741'MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 19 AND 40, SET
 AQ0741'ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 AQ0741'WALL FOR A 3-FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 32
 AQ0741'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET
 AQ0741'BELOW THE LEVEL OF THE HIGHWAY.
 AQ0741
 AQ0741                          STATION RECOVERY (1991)
 AQ0741
 AQ0741'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0159 ***********************************************************************
 BE0159  DESIGNATION -  24 JWM USGS
 BE0159  PID         -  BE0159
 BE0159  STATE/COUNTY-  FL/JACKSON
 BE0159  USGS QUAD   -  MALONE (1982)
 BE0159
 BE0159                         *CURRENT SURVEY CONTROL
 BE0159  ___________________________________________________________________
 BE0159* NAD 83(1986)-  30 57 28.     (N)    085 09 43.     (W)     SCALED    
 BE0159* NAVD 88     -        41.874  (meters)     137.38   (feet)  ADJUSTED  
 BE0159  ___________________________________________________________________
 BE0159  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BE0159  DYNAMIC HT  -          41.820 (meters)     137.20  (feet)  COMP
 BE0159  MODELED GRAV-     979,367.1   (mgal)                       NAVD 88
 BE0159
 BE0159  VERT ORDER  -  SECOND    CLASS 0
 BE0159
 BE0159.The horizontal coordinates were scaled from a topographic map and have
 BE0159.an estimated accuracy of +/- 6 seconds.
 BE0159
 BE0159.The orthometric height was determined by differential leveling
 BE0159.and adjusted by the National Geodetic Survey in June 1991..
 BE0159
 BE0159.The geoid height was determined by GEOID03.
 BE0159
 BE0159.The dynamic height is computed by dividing the NAVD 88
 BE0159.geopotential number by the normal gravity value computed on the
 BE0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0159.degrees latitude (g = 980.6199 gals.).
 BE0159
 BE0159.The modeled gravity was interpolated from observed gravity values.
 BE0159
 BE0159;                    North         East    Units  Estimated Accuracy
 BE0159;SPC FL N     -   217,210.      536,750.      MT  (+/- 180 meters Scaled)
 BE0159
 BE0159                          SUPERSEDED SURVEY CONTROL
 BE0159
 BE0159  NGVD 29 (??/??/92)   41.993  (m)          137.77   (f) ADJ UNCH    2 0
 BE0159
 BE0159.Superseded values are not recommended for survey control.
 BE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0159.See file dsdata.txt to determine how the superseded data were derived.
 BE0159
 BE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV755263(NAD 83)
 BE0159_MARKER: DD = SURVEY DISK
 BE0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0159_STAMPING: 24 JWM 1951 138
 BE0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0159+STABILITY: SURFACE MOTION
 BE0159
 BE0159  HISTORY     - Date     Condition        Report By
 BE0159  HISTORY     - 1951     MONUMENTED       USGS
 BE0159  HISTORY     - 1952     GOOD             NGS
 BE0159  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0159
 BE0159                          STATION DESCRIPTION
 BE0159
 BE0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0159'AT MALONE.
 BE0159'AT MALONE, AT THE INTERSECTION OF STATE HIGHWAYS 2 AND 71, 54
 BE0159'FEET EAST OF CENTER LINE OF HIGHWAY 71, 367 FEET NORTH OF CENTER
 BE0159'LINE OF HIGHWAY 2, 37 1/2 FEET WEST-SOUTHWEST OF SOUTHWEST
 BE0159'CORNER OF A HOUSE WITH ASBESTOS SIDING, 12 FEET EAST OF A POWER
 BE0159'POLE, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY 71 AND SET IN THE TOP OF
 BE0159'A CONCRETE POST PROJECTING 1 INCH.
 BE0159
 BE0159                          STATION RECOVERY (2001)
 BE0159
 BE0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0084 ***********************************************************************
 AL0084  DESIGNATION -  240 FLHD
 AL0084  PID         -  AL0084
 AL0084  STATE/COUNTY-  FL/PINELLAS
 AL0084  USGS QUAD   -  OLDSMAR (1987)
 AL0084
 AL0084                         *CURRENT SURVEY CONTROL
 AL0084  ___________________________________________________________________
 AL0084* NAD 83(1986)-  28 06 19.     (N)    082 44 23.     (W)     SCALED    
 AL0084* NAVD 88     -         5.180  (meters)      16.99   (feet)  ADJUSTED  
 AL0084  ___________________________________________________________________
 AL0084  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AL0084  DYNAMIC HT  -           5.172 (meters)      16.97  (feet)  COMP
 AL0084  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 AL0084
 AL0084  VERT ORDER  -  SECOND    CLASS II
 AL0084
 AL0084.The horizontal coordinates were scaled from a topographic map and have
 AL0084.an estimated accuracy of +/- 6 seconds.
 AL0084
 AL0084.The orthometric height was determined by differential leveling
 AL0084.and adjusted by the National Geodetic Survey in June 1991..
 AL0084
 AL0084.The geoid height was determined by GEOID03.
 AL0084
 AL0084.The dynamic height is computed by dividing the NAVD 88
 AL0084.geopotential number by the normal gravity value computed on the
 AL0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0084.degrees latitude (g = 980.6199 gals.).
 AL0084
 AL0084.The modeled gravity was interpolated from observed gravity values.
 AL0084
 AL0084;                    North         East    Units  Estimated Accuracy
 AL0084;SPC FL W     -   418,100.      127,310.      MT  (+/- 180 meters Scaled)
 AL0084
 AL0084                          SUPERSEDED SURVEY CONTROL
 AL0084
 AL0084  NGVD 29 (??/??/92)    5.439  (m)           17.84   (f) ADJ UNCH    2 2
 AL0084
 AL0084.Superseded values are not recommended for survey control.
 AL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0084.See file dsdata.txt to determine how the superseded data were derived.
 AL0084
 AL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290100(NAD 83)
 AL0084_MARKER: DD = SURVEY DISK
 AL0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0084_SP_SET: HEADWALL
 AL0084_STAMPING: 240
 AL0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0084
 AL0084  HISTORY     - Date     Condition        Report By
 AL0084  HISTORY     - UNK      MONUMENTED       FLHD
 AL0084  HISTORY     - 1976     GOOD             FLDT
 AL0084  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0084
 AL0084                          STATION DESCRIPTION
 AL0084
 AL0084'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0084'1.7 MI S FROM TARPON SPRINGS.
 AL0084'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0084'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.05 MILE.
 AL0084'STATION ON LEFT, 69.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0084'35.0 FT. SW OF POWER POLE, NUMBER 2-3162, 150.0 FT. SOUTH OF
 AL0084'THE CENTERLINE OF LAKE SHORE DRIVE.  SET IN TOP OF THE CONCRETE
 AL0084'HEADWALL.  SECTION 30, T27S, R16E.
 AL0084
 AL0084                          STATION RECOVERY (1984)
 AL0084
 AL0084'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0075 ***********************************************************************
 AL0075  DESIGNATION -  241 FLHD
 AL0075  PID         -  AL0075
 AL0075  STATE/COUNTY-  FL/PINELLAS
 AL0075  USGS QUAD   -  OLDSMAR (1987)
 AL0075
 AL0075                         *CURRENT SURVEY CONTROL
 AL0075  ___________________________________________________________________
 AL0075* NAD 83(1986)-  28 06 07.     (N)    082 44 23.     (W)     SCALED    
 AL0075* NAVD 88     -         5.224  (meters)      17.14   (feet)  ADJUSTED  
 AL0075  ___________________________________________________________________
 AL0075  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AL0075  DYNAMIC HT  -           5.217 (meters)      17.12  (feet)  COMP
 AL0075  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AL0075
 AL0075  VERT ORDER  -  SECOND    CLASS II
 AL0075
 AL0075.The horizontal coordinates were scaled from a topographic map and have
 AL0075.an estimated accuracy of +/- 6 seconds.
 AL0075
 AL0075.The orthometric height was determined by differential leveling
 AL0075.and adjusted by the National Geodetic Survey in June 1991..
 AL0075
 AL0075.The geoid height was determined by GEOID03.
 AL0075
 AL0075.The dynamic height is computed by dividing the NAVD 88
 AL0075.geopotential number by the normal gravity value computed on the
 AL0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0075.degrees latitude (g = 980.6199 gals.).
 AL0075
 AL0075.The modeled gravity was interpolated from observed gravity values.
 AL0075
 AL0075;                    North         East    Units  Estimated Accuracy
 AL0075;SPC FL W     -   417,730.      127,310.      MT  (+/- 180 meters Scaled)
 AL0075
 AL0075                          SUPERSEDED SURVEY CONTROL
 AL0075
 AL0075  NGVD 29 (??/??/92)    5.484  (m)           17.99   (f) ADJ UNCH    2 2
 AL0075
 AL0075.Superseded values are not recommended for survey control.
 AL0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0075.See file dsdata.txt to determine how the superseded data were derived.
 AL0075
 AL0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290097(NAD 83)
 AL0075_MARKER: DD = SURVEY DISK
 AL0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0075_SP_SET: HEADWALL
 AL0075_STAMPING: 241
 AL0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0075
 AL0075  HISTORY     - Date     Condition        Report By
 AL0075  HISTORY     - UNK      MONUMENTED       FLHD
 AL0075  HISTORY     - 1976     GOOD             FLDT
 AL0075  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0075
 AL0075                          STATION DESCRIPTION
 AL0075
 AL0075'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0075'2 MI S FROM TARPON SPRINGS.
 AL0075'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0075'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.3 MILE.
 AL0075'STATION ON LEFT, 56.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0075'52.0 FT. SW OF CONCRETE POWER POLE, NO NUMBER.  SET IN TOP OF
 AL0075'CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0075
 AL0075                          STATION RECOVERY (1984)
 AL0075
 AL0075'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0076 ***********************************************************************
 AL0076  DESIGNATION -  242 FLHD
 AL0076  PID         -  AL0076
 AL0076  STATE/COUNTY-  FL/PINELLAS
 AL0076  USGS QUAD   -  OLDSMAR (1987)
 AL0076
 AL0076                         *CURRENT SURVEY CONTROL
 AL0076  ___________________________________________________________________
 AL0076* NAD 83(1986)-  28 05 55.     (N)    082 44 23.     (W)     SCALED    
 AL0076* NAVD 88     -         4.267  (meters)      14.00   (feet)  ADJUSTED  
 AL0076  ___________________________________________________________________
 AL0076  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AL0076  DYNAMIC HT  -           4.261 (meters)      13.98  (feet)  COMP
 AL0076  MODELED GRAV-     979,191.8   (mgal)                       NAVD 88
 AL0076
 AL0076  VERT ORDER  -  SECOND    CLASS II
 AL0076
 AL0076.The horizontal coordinates were scaled from a topographic map and have
 AL0076.an estimated accuracy of +/- 6 seconds.
 AL0076
 AL0076.The orthometric height was determined by differential leveling
 AL0076.and adjusted by the National Geodetic Survey in June 1991..
 AL0076
 AL0076.The geoid height was determined by GEOID03.
 AL0076
 AL0076.The dynamic height is computed by dividing the NAVD 88
 AL0076.geopotential number by the normal gravity value computed on the
 AL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0076.degrees latitude (g = 980.6199 gals.).
 AL0076
 AL0076.The modeled gravity was interpolated from observed gravity values.
 AL0076
 AL0076;                    North         East    Units  Estimated Accuracy
 AL0076;SPC FL W     -   417,360.      127,310.      MT  (+/- 180 meters Scaled)
 AL0076
 AL0076                          SUPERSEDED SURVEY CONTROL
 AL0076
 AL0076  NGVD 29 (??/??/92)    4.526  (m)           14.85   (f) ADJ UNCH    2 2
 AL0076
 AL0076.Superseded values are not recommended for survey control.
 AL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0076.See file dsdata.txt to determine how the superseded data were derived.
 AL0076
 AL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290093(NAD 83)
 AL0076_MARKER: DD = SURVEY DISK
 AL0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0076_SP_SET: HEADWALL
 AL0076_STAMPING: 242
 AL0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0076
 AL0076  HISTORY     - Date     Condition        Report By
 AL0076  HISTORY     - UNK      MONUMENTED       FLHD
 AL0076  HISTORY     - 1976     GOOD             FLDT
 AL0076  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0076
 AL0076                          STATION DESCRIPTION
 AL0076
 AL0076'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0076'2.2 MI S FROM TARPON SPRINGS.
 AL0076'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0076'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.45 MILE.
 AL0076'STATION ON LEFT, 62.5 FT. EAST OF THE CENTERLINE OF U.S. 19.
 AL0076'SET IN TOP OF CONCRETE HEADWALL.  SECTION 31, T27S, R16E.
 AL0076
 AL0076                          STATION RECOVERY (1984)
 AL0076
 AL0076'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0077 ***********************************************************************
 AL0077  DESIGNATION -  243 FLHD
 AL0077  PID         -  AL0077
 AL0077  STATE/COUNTY-  FL/PINELLAS
 AL0077  USGS QUAD   -  OLDSMAR (1987)
 AL0077
 AL0077                         *CURRENT SURVEY CONTROL
 AL0077  ___________________________________________________________________
 AL0077* NAD 83(1986)-  28 05 37.     (N)    082 44 23.     (W)     SCALED    
 AL0077* NAVD 88     -        17.889  (meters)      58.69   (feet)  ADJUSTED  
 AL0077  ___________________________________________________________________
 AL0077  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AL0077  DYNAMIC HT  -          17.863 (meters)      58.61  (feet)  COMP
 AL0077  MODELED GRAV-     979,191.4   (mgal)                       NAVD 88
 AL0077
 AL0077  VERT ORDER  -  SECOND    CLASS II
 AL0077
 AL0077.The horizontal coordinates were scaled from a topographic map and have
 AL0077.an estimated accuracy of +/- 6 seconds.
 AL0077
 AL0077.The orthometric height was determined by differential leveling
 AL0077.and adjusted by the National Geodetic Survey in June 1991..
 AL0077
 AL0077.The geoid height was determined by GEOID03.
 AL0077
 AL0077.The dynamic height is computed by dividing the NAVD 88
 AL0077.geopotential number by the normal gravity value computed on the
 AL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0077.degrees latitude (g = 980.6199 gals.).
 AL0077
 AL0077.The modeled gravity was interpolated from observed gravity values.
 AL0077
 AL0077;                    North         East    Units  Estimated Accuracy
 AL0077;SPC FL W     -   416,800.      127,310.      MT  (+/- 180 meters Scaled)
 AL0077
 AL0077                          SUPERSEDED SURVEY CONTROL
 AL0077
 AL0077  NGVD 29 (??/??/92)   18.148  (m)           59.54   (f) ADJ UNCH    2 2
 AL0077
 AL0077.Superseded values are not recommended for survey control.
 AL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0077.See file dsdata.txt to determine how the superseded data were derived.
 AL0077
 AL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290087(NAD 83)
 AL0077_MARKER: DD = SURVEY DISK
 AL0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0077_SP_SET: HEADWELL
 AL0077_STAMPING: 243
 AL0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0077
 AL0077  HISTORY     - Date     Condition        Report By
 AL0077  HISTORY     - UNK      MONUMENTED       FLHD
 AL0077  HISTORY     - 1976     GOOD             FLDT
 AL0077  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0077
 AL0077                          STATION DESCRIPTION
 AL0077
 AL0077'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0077'2.5 MI S FROM TARPON SPRINGS.
 AL0077'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0077'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.85 MILE.
 AL0077'STATION ON LEFT, 72.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0077'131.0 FT. SOUTH OF THE CENTERLINE OF ALDERMAN RD.  SET IN TOP
 AL0077'OF THE CONCRETE HEADWALL.  SECTION 31, T27S, R16E.
 AL0077
 AL0077                          STATION RECOVERY (1984)
 AL0077
 AL0077'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0078 ***********************************************************************
 AL0078  DESIGNATION -  244 FLHD
 AL0078  PID         -  AL0078
 AL0078  STATE/COUNTY-  FL/PINELLAS
 AL0078  USGS QUAD   -  OLDSMAR (1987)
 AL0078
 AL0078                         *CURRENT SURVEY CONTROL
 AL0078  ___________________________________________________________________
 AL0078* NAD 83(1986)-  28 05 25.     (N)    082 44 23.     (W)     SCALED    
 AL0078* NAVD 88     -        19.657  (meters)      64.49   (feet)  ADJUSTED  
 AL0078  ___________________________________________________________________
 AL0078  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AL0078  DYNAMIC HT  -          19.629 (meters)      64.40  (feet)  COMP
 AL0078  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 AL0078
 AL0078  VERT ORDER  -  SECOND    CLASS II
 AL0078
 AL0078.The horizontal coordinates were scaled from a topographic map and have
 AL0078.an estimated accuracy of +/- 6 seconds.
 AL0078
 AL0078.The orthometric height was determined by differential leveling
 AL0078.and adjusted by the National Geodetic Survey in June 1991..
 AL0078
 AL0078.The geoid height was determined by GEOID03.
 AL0078
 AL0078.The dynamic height is computed by dividing the NAVD 88
 AL0078.geopotential number by the normal gravity value computed on the
 AL0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0078.degrees latitude (g = 980.6199 gals.).
 AL0078
 AL0078.The modeled gravity was interpolated from observed gravity values.
 AL0078
 AL0078;                    North         East    Units  Estimated Accuracy
 AL0078;SPC FL W     -   416,430.      127,300.      MT  (+/- 180 meters Scaled)
 AL0078
 AL0078                          SUPERSEDED SURVEY CONTROL
 AL0078
 AL0078  NGVD 29 (??/??/92)   19.917  (m)           65.34   (f) ADJ UNCH    2 2
 AL0078
 AL0078.Superseded values are not recommended for survey control.
 AL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0078.See file dsdata.txt to determine how the superseded data were derived.
 AL0078
 AL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290084(NAD 83)
 AL0078_MARKER: DD = SURVEY DISK
 AL0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0078_SP_SET: HEADWALL
 AL0078_STAMPING: 244
 AL0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0078
 AL0078  HISTORY     - Date     Condition        Report By
 AL0078  HISTORY     - UNK      MONUMENTED       FLHD
 AL0078  HISTORY     - 1976     GOOD             FLDT
 AL0078  HISTORY     - 1984     MARK NOT FOUND
 AL0078
 AL0078                          STATION DESCRIPTION
 AL0078
 AL0078'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0078'2.7 MI S FROM TARPON SPRINGS.
 AL0078'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0078'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 4.05 MILE.
 AL0078'STATION ON LEFT, 61.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0078'69.7 FT. SW OF POWER POLE, NUMBER 14B-4965.  SET IN TOP OF
 AL0078'CONCRETE HEADWALL.  SECTION 31, T27S, R16E.
 AL0078
 AL0078                          STATION RECOVERY (1984)
 AL0078
 AL0078'RECOVERED 1984
 AL0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0079 ***********************************************************************
 AL0079  DESIGNATION -  245 FLHD
 AL0079  PID         -  AL0079
 AL0079  STATE/COUNTY-  FL/PINELLAS
 AL0079  USGS QUAD   -  OLDSMAR (1987)
 AL0079
 AL0079                         *CURRENT SURVEY CONTROL
 AL0079  ___________________________________________________________________
 AL0079* NAD 83(1986)-  28 05 19.     (N)    082 44 23.     (W)     SCALED    
 AL0079* NAVD 88     -        16.966  (meters)      55.66   (feet)  ADJUSTED  
 AL0079  ___________________________________________________________________
 AL0079  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AL0079  DYNAMIC HT  -          16.941 (meters)      55.58  (feet)  COMP
 AL0079  MODELED GRAV-     979,191.0   (mgal)                       NAVD 88
 AL0079
 AL0079  VERT ORDER  -  SECOND    CLASS II
 AL0079
 AL0079.The horizontal coordinates were scaled from a topographic map and have
 AL0079.an estimated accuracy of +/- 6 seconds.
 AL0079
 AL0079.The orthometric height was determined by differential leveling
 AL0079.and adjusted by the National Geodetic Survey in June 1991..
 AL0079
 AL0079.The geoid height was determined by GEOID03.
 AL0079
 AL0079.The dynamic height is computed by dividing the NAVD 88
 AL0079.geopotential number by the normal gravity value computed on the
 AL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0079.degrees latitude (g = 980.6199 gals.).
 AL0079
 AL0079.The modeled gravity was interpolated from observed gravity values.
 AL0079
 AL0079;                    North         East    Units  Estimated Accuracy
 AL0079;SPC FL W     -   416,250.      127,300.      MT  (+/- 180 meters Scaled)
 AL0079
 AL0079                          SUPERSEDED SURVEY CONTROL
 AL0079
 AL0079  NGVD 29 (??/??/92)   17.225  (m)           56.51   (f) ADJ UNCH    2 2
 AL0079
 AL0079.Superseded values are not recommended for survey control.
 AL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0079.See file dsdata.txt to determine how the superseded data were derived.
 AL0079
 AL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290082(NAD 83)
 AL0079_MARKER: DD = SURVEY DISK
 AL0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0079_SP_SET: HEADWALL
 AL0079_STAMPING: 245
 AL0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0079
 AL0079  HISTORY     - Date     Condition        Report By
 AL0079  HISTORY     - UNK      MONUMENTED       FLHD
 AL0079  HISTORY     - 1976     GOOD             FLDT
 AL0079  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0079
 AL0079                          STATION DESCRIPTION
 AL0079
 AL0079'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0079'2.9 MI S FROM TARPON SPRINGS.
 AL0079'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0079'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 4.2 MILE.
 AL0079'STATION ON LEFT, 95.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0079'240.0 FT. SOUTH OF POWER POLE, NUMBER 12A-3528-R.  SET IN TOP OF
 AL0079'CONCRETE HEADWALL.  SECTION 31, T27S, R16E.  NOTE-- HEADWALL
 AL0079'IS 2.5 FT. BELOW THE GROUND.
 AL0079
 AL0079                          STATION RECOVERY (1984)
 AL0079
 AL0079'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0080 ***********************************************************************
 AL0080  DESIGNATION -  246 FLHD
 AL0080  PID         -  AL0080
 AL0080  STATE/COUNTY-  FL/PINELLAS
 AL0080  USGS QUAD   -  OLDSMAR (1987)
 AL0080
 AL0080                         *CURRENT SURVEY CONTROL
 AL0080  ___________________________________________________________________
 AL0080* NAD 83(1986)-  28 04 31.     (N)    082 44 23.     (W)     SCALED    
 AL0080* NAVD 88     -        21.740  (meters)      71.33   (feet)  ADJUSTED  
 AL0080  ___________________________________________________________________
 AL0080  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL0080  DYNAMIC HT  -          21.708 (meters)      71.22  (feet)  COMP
 AL0080  MODELED GRAV-     979,190.0   (mgal)                       NAVD 88
 AL0080
 AL0080  VERT ORDER  -  SECOND    CLASS II
 AL0080
 AL0080.The horizontal coordinates were scaled from a topographic map and have
 AL0080.an estimated accuracy of +/- 6 seconds.
 AL0080
 AL0080.The orthometric height was determined by differential leveling
 AL0080.and adjusted by the National Geodetic Survey in June 1991..
 AL0080
 AL0080.The geoid height was determined by GEOID03.
 AL0080
 AL0080.The dynamic height is computed by dividing the NAVD 88
 AL0080.geopotential number by the normal gravity value computed on the
 AL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0080.degrees latitude (g = 980.6199 gals.).
 AL0080
 AL0080.The modeled gravity was interpolated from observed gravity values.
 AL0080
 AL0080;                    North         East    Units  Estimated Accuracy
 AL0080;SPC FL W     -   414,770.      127,290.      MT  (+/- 180 meters Scaled)
 AL0080
 AL0080                          SUPERSEDED SURVEY CONTROL
 AL0080
 AL0080  NGVD 29 (??/??/92)   21.999  (m)           72.18   (f) ADJ UNCH    2 2
 AL0080
 AL0080.Superseded values are not recommended for survey control.
 AL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0080.See file dsdata.txt to determine how the superseded data were derived.
 AL0080
 AL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290067(NAD 83)
 AL0080_MARKER: DD = SURVEY DISK
 AL0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0080_SP_SET: HEADWALL
 AL0080_STAMPING: 246
 AL0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0080
 AL0080  HISTORY     - Date     Condition        Report By
 AL0080  HISTORY     - UNK      MONUMENTED       FLHD
 AL0080  HISTORY     - 1976     GOOD             FLDT
 AL0080  HISTORY     - 1984     GOOD             USPSQD
 AL0080
 AL0080                          STATION DESCRIPTION
 AL0080
 AL0080'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0080'3.7 MI S FROM TARPON SPRINGS.
 AL0080'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0080'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 5.15 MILE.
 AL0080'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0080'101.0 FT. S/SW OF POWER POLE, NUMBER 12A-3944-R.  SET IN TOP OF
 AL0080'CONCRETE HEADWALL.  SECTION 6, T28S, R16E.
 AL0080
 AL0080                          STATION RECOVERY (1984)
 AL0080
 AL0080'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0081 ***********************************************************************
 AL0081  DESIGNATION -  247 FLHD
 AL0081  PID         -  AL0081
 AL0081  STATE/COUNTY-  FL/PINELLAS
 AL0081  USGS QUAD   -  OLDSMAR (1987)
 AL0081
 AL0081                         *CURRENT SURVEY CONTROL
 AL0081  ___________________________________________________________________
 AL0081* NAD 83(1986)-  28 04 25.     (N)    082 44 23.     (W)     SCALED    
 AL0081* NAVD 88     -        21.144  (meters)      69.37   (feet)  ADJUSTED  
 AL0081  ___________________________________________________________________
 AL0081  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL0081  DYNAMIC HT  -          21.113 (meters)      69.27  (feet)  COMP
 AL0081  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AL0081
 AL0081  VERT ORDER  -  SECOND    CLASS II
 AL0081
 AL0081.The horizontal coordinates were scaled from a topographic map and have
 AL0081.an estimated accuracy of +/- 6 seconds.
 AL0081
 AL0081.The orthometric height was determined by differential leveling
 AL0081.and adjusted by the National Geodetic Survey in June 1991..
 AL0081
 AL0081.The geoid height was determined by GEOID03.
 AL0081
 AL0081.The dynamic height is computed by dividing the NAVD 88
 AL0081.geopotential number by the normal gravity value computed on the
 AL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0081.degrees latitude (g = 980.6199 gals.).
 AL0081
 AL0081.The modeled gravity was interpolated from observed gravity values.
 AL0081
 AL0081;                    North         East    Units  Estimated Accuracy
 AL0081;SPC FL W     -   414,590.      127,290.      MT  (+/- 180 meters Scaled)
 AL0081
 AL0081                          SUPERSEDED SURVEY CONTROL
 AL0081
 AL0081  NGVD 29 (??/??/92)   21.403  (m)           70.22   (f) ADJ UNCH    2 2
 AL0081
 AL0081.Superseded values are not recommended for survey control.
 AL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0081.See file dsdata.txt to determine how the superseded data were derived.
 AL0081
 AL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290065(NAD 83)
 AL0081_MARKER: DZ = AZIMUTH MARK DISK
 AL0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0081_SP_SET: HEADWALL
 AL0081_STAMPING: 247
 AL0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0081
 AL0081  HISTORY     - Date     Condition        Report By
 AL0081  HISTORY     - UNK      MONUMENTED       FLHD
 AL0081  HISTORY     - 1976     GOOD             FLDT
 AL0081  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0081
 AL0081                          STATION DESCRIPTION
 AL0081
 AL0081'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0081'3.9 MI S FROM TARPON SPRINGS.
 AL0081'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0081'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 5.30 MILE.
 AL0081'STATION ON LEFT, 65.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0081'34.6 FT. SW OF POWER POLE, NUMBER 2-20027.  SET IN TOP OF
 AL0081'CONCRETE HEADWALL.  SECTION 6, T28S, R16E.
 AL0081
 AL0081                          STATION RECOVERY (1984)
 AL0081
 AL0081'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2435 ***********************************************************************
 AD2435  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2435  DESIGNATION -  24.71
 AD2435  PID         -  AD2435
 AD2435  STATE/COUNTY-  FL/BROWARD
 AD2435  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2435
 AD2435                         *CURRENT SURVEY CONTROL
 AD2435  ___________________________________________________________________
 AD2435* NAD 83(1986)-  26 03 19.     (N)    080 06 48.     (W)     SCALED    
 AD2435* NAVD 88     -         6.989  (meters)      22.93   (feet)  ADJUSTED  
 AD2435  ___________________________________________________________________
 AD2435  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD2435  DYNAMIC HT  -           6.978 (meters)      22.89  (feet)  COMP
 AD2435  MODELED GRAV-     979,051.7   (mgal)                       NAVD 88
 AD2435
 AD2435  VERT ORDER  -  SECOND    CLASS 0
 AD2435
 AD2435.The horizontal coordinates were scaled from a topographic map and have
 AD2435.an estimated accuracy of +/- 6 seconds.
 AD2435
 AD2435.The orthometric height was determined by differential leveling
 AD2435.and adjusted by the National Geodetic Survey in June 1991..
 AD2435
 AD2435.This Tidal Bench Mark is designated as VM 5720
 AD2435.by the Center for Operational Oceanographic Products and Services.
 AD2435
 AD2435.The geoid height was determined by GEOID03.
 AD2435
 AD2435.The dynamic height is computed by dividing the NAVD 88
 AD2435.geopotential number by the normal gravity value computed on the
 AD2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2435.degrees latitude (g = 980.6199 gals.).
 AD2435
 AD2435.The modeled gravity was interpolated from observed gravity values.
 AD2435
 AD2435;                    North         East    Units  Estimated Accuracy
 AD2435;SPC FL E     -   191,040.      288,730.      MT  (+/- 180 meters Scaled)
 AD2435
 AD2435                          SUPERSEDED SURVEY CONTROL
 AD2435
 AD2435  NGVD 29 (09/01/92)    7.469  (m)           24.50   (f) ADJUSTED    2 0
 AD2435
 AD2435.Superseded values are not recommended for survey control.
 AD2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2435.See file dsdata.txt to determine how the superseded data were derived.
 AD2435
 AD2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ886821(NAD 83)
 AD2435_MARKER: DB = BENCH MARK DISK
 AD2435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2435_SP_SET: CONCRETE BRIDGE BANNISTER
 AD2435_STAMPING: 24.71
 AD2435_MARK LOGO: FLDT  
 AD2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2435
 AD2435  HISTORY     - Date     Condition        Report By
 AD2435  HISTORY     - UNK      MONUMENTED       FLHD
 AD2435  HISTORY     - 1970     GOOD             NGS
 AD2435  HISTORY     - 1974     GOOD             NGS
 AD2435  HISTORY     - 1981     GOOD             FLDNR
 AD2435  HISTORY     - 1986     GOOD             FLDNR
 AD2435  HISTORY     - 1988     GOOD             USPSQD
 AD2435  HISTORY     - 1990     GOOD             USPSQD
 AD2435  HISTORY     - 19980205 GOOD             USPSQD
 AD2435  HISTORY     - 19980313 GOOD             USPSQD
 AD2435  HISTORY     - 20021222 POOR             USPSQD
 AD2435
 AD2435                          STATION DESCRIPTION
 AD2435
 AD2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2435'2.1 MI E FROM DANIA.
 AD2435'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2435'OF U.S. HIGHWAY 1, THENCE 0.1 MILE NORTH ALONG A BLACK TOPPED
 AD2435'ROAD, SET ON THE TOP OF THE EAST BANNISTER OF A BRIDGE OVER NEW
 AD2435'RIVER SOUND, 20.3 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.6
 AD2435'FEET NORTH OF THE SOUTH END OF THE BANNISTER AND 3 FEET ABOVE
 AD2435'THE LEVEL OF THE ROAD.
 AD2435
 AD2435                          STATION RECOVERY (1974)
 AD2435
 AD2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1981)
 AD2435
 AD2435'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1986)
 AD2435
 AD2435'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1988)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1990)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1998)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1998)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (2002)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD2435'BM NUMBER UNREADABLE ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0082 ***********************************************************************
 AL0082  DESIGNATION -  248 FLHD
 AL0082  PID         -  AL0082
 AL0082  STATE/COUNTY-  FL/PINELLAS
 AL0082  USGS QUAD   -  OLDSMAR (1987)
 AL0082
 AL0082                         *CURRENT SURVEY CONTROL
 AL0082  ___________________________________________________________________
 AL0082* NAD 83(1986)-  28 03 55.     (N)    082 44 23.     (W)     SCALED    
 AL0082* NAVD 88     -        18.100  (meters)      59.38   (feet)  ADJUSTED  
 AL0082  ___________________________________________________________________
 AL0082  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL0082  DYNAMIC HT  -          18.074 (meters)      59.30  (feet)  COMP
 AL0082  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AL0082
 AL0082  VERT ORDER  -  SECOND    CLASS II
 AL0082
 AL0082.The horizontal coordinates were scaled from a topographic map and have
 AL0082.an estimated accuracy of +/- 6 seconds.
 AL0082
 AL0082.The orthometric height was determined by differential leveling
 AL0082.and adjusted by the National Geodetic Survey in June 1991..
 AL0082
 AL0082.The geoid height was determined by GEOID03.
 AL0082
 AL0082.The dynamic height is computed by dividing the NAVD 88
 AL0082.geopotential number by the normal gravity value computed on the
 AL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0082.degrees latitude (g = 980.6199 gals.).
 AL0082
 AL0082.The modeled gravity was interpolated from observed gravity values.
 AL0082
 AL0082;                    North         East    Units  Estimated Accuracy
 AL0082;SPC FL W     -   413,660.      127,290.      MT  (+/- 180 meters Scaled)
 AL0082
 AL0082                          SUPERSEDED SURVEY CONTROL
 AL0082
 AL0082  NGVD 29 (??/??/92)   18.359  (m)           60.23   (f) ADJ UNCH    2 2
 AL0082
 AL0082.Superseded values are not recommended for survey control.
 AL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0082.See file dsdata.txt to determine how the superseded data were derived.
 AL0082
 AL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290056(NAD 83)
 AL0082_MARKER: DD = SURVEY DISK
 AL0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0082_SP_SET: HEADWALL
 AL0082_STAMPING: 248
 AL0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0082
 AL0082  HISTORY     - Date     Condition        Report By
 AL0082  HISTORY     - UNK      MONUMENTED       FLHD
 AL0082  HISTORY     - 1976     GOOD             FLDT
 AL0082  HISTORY     - 1984     GOOD             USPSQD
 AL0082
 AL0082                          STATION DESCRIPTION
 AL0082
 AL0082'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0082'4.5 MI S FROM TARPON SPRINGS.
 AL0082'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0082'584, RUN SOUTHERLY ON U.S. 19 FOR 0.2 MILE.  STATION ON LEFT,
 AL0082'69.5 FT. EAST OF THE CENTERLINE OF U.S. 19.  SET IN TOP OF THE
 AL0082'CONCRETE HEADWALL.  SECTION 7, T28S, R16E.
 AL0082
 AL0082                          STATION RECOVERY (1984)
 AL0082
 AL0082'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0083 ***********************************************************************
 AL0083  DESIGNATION -  249 FLHD
 AL0083  PID         -  AL0083
 AL0083  STATE/COUNTY-  FL/PINELLAS
 AL0083  USGS QUAD   -  OLDSMAR (1987)
 AL0083
 AL0083                         *CURRENT SURVEY CONTROL
 AL0083  ___________________________________________________________________
 AL0083* NAD 83(1986)-  28 03 31.     (N)    082 44 23.     (W)     SCALED    
 AL0083* NAVD 88     -        13.803  (meters)      45.29   (feet)  ADJUSTED  
 AL0083  ___________________________________________________________________
 AL0083  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AL0083  DYNAMIC HT  -          13.782 (meters)      45.22  (feet)  COMP
 AL0083  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AL0083
 AL0083  VERT ORDER  -  SECOND    CLASS II
 AL0083
 AL0083.The horizontal coordinates were scaled from a topographic map and have
 AL0083.an estimated accuracy of +/- 6 seconds.
 AL0083
 AL0083.The orthometric height was determined by differential leveling
 AL0083.and adjusted by the National Geodetic Survey in June 1991..
 AL0083
 AL0083.The geoid height was determined by GEOID03.
 AL0083
 AL0083.The dynamic height is computed by dividing the NAVD 88
 AL0083.geopotential number by the normal gravity value computed on the
 AL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0083.degrees latitude (g = 980.6199 gals.).
 AL0083
 AL0083.The modeled gravity was interpolated from observed gravity values.
 AL0083
 AL0083;                    North         East    Units  Estimated Accuracy
 AL0083;SPC FL W     -   412,930.      127,280.      MT  (+/- 180 meters Scaled)
 AL0083
 AL0083                          SUPERSEDED SURVEY CONTROL
 AL0083
 AL0083  NGVD 29 (??/??/92)   14.062  (m)           46.14   (f) ADJ UNCH    2 2
 AL0083
 AL0083.Superseded values are not recommended for survey control.
 AL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0083.See file dsdata.txt to determine how the superseded data were derived.
 AL0083
 AL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290049(NAD 83)
 AL0083_MARKER: DD = SURVEY DISK
 AL0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0083_SP_SET: DROP INLET
 AL0083_STAMPING: 249
 AL0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0083
 AL0083  HISTORY     - Date     Condition        Report By
 AL0083  HISTORY     - UNK      MONUMENTED       FLHD
 AL0083  HISTORY     - 1976     GOOD             FLDT
 AL0083  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0083
 AL0083                          STATION DESCRIPTION
 AL0083
 AL0083'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0083'4.9 MI S FROM TARPON SPRINGS.
 AL0083'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0083'584, RUN SOUTHERLY ON U.S. 19 FOR 0.65 MILE.  STATION ON LEFT,
 AL0083'AT THE CENTERLINE OF U.S. 19.  SET IN TOP OF CONCRETE DROP INLET.
 AL0083'SECTION 7, T28S, R16E.
 AL0083
 AL0083                          STATION RECOVERY (1984)
 AL0083
 AL0083'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3010 ***********************************************************************
 AF3010  DESIGNATION -  24.93 E RESET 1970
 AF3010  PID         -  AF3010
 AF3010  STATE/COUNTY-  FL/INDIAN RIVER
 AF3010  USGS QUAD   -  VERO BEACH (1983)
 AF3010
 AF3010                         *CURRENT SURVEY CONTROL
 AF3010  ___________________________________________________________________
 AF3010* NAD 83(1986)-  27 38 18.     (N)    080 25 57.     (W)     SCALED    
 AF3010* NAVD 88     -         7.00   (meters)      23.0    (feet)  RESET     
 AF3010  ___________________________________________________________________
 AF3010  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF3010
 AF3010  VERT ORDER  -  THIRD
 AF3010
 AF3010.The horizontal coordinates were scaled from a topographic map and have
 AF3010.an estimated accuracy of +/- 6 seconds.
 AF3010
 AF3010.The orthometric height was computed from unverified reset data.
 AF3010
 AF3010.The geoid height was determined by GEOID03.
 AF3010
 AF3010;                    North         East    Units  Estimated Accuracy
 AF3010;SPC FL E     -   366,260.      256,000.      MT  (+/- 180 meters Scaled)
 AF3010
 AF3010                          SUPERSEDED SURVEY CONTROL
 AF3010
 AF3010.No superseded survey control is available for this station.
 AF3010
 AF3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL559572(NAD 83)
 AF3010_MARKER: DB = BENCH MARK DISK
 AF3010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3010_SP_SET: SIDEWALK
 AF3010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3010
 AF3010  HISTORY     - Date     Condition        Report By
 AF3010  HISTORY     - 1970     MONUMENTED       FLDT
 AF3010  HISTORY     - 1970     GOOD             NGS
 AF3010  HISTORY     - 1988     GOOD             USPSQD
 AF3010  HISTORY     - 1989     GOOD             USPSQD
 AF3010  HISTORY     - 20010412 GOOD             USPSQD
 AF3010  HISTORY     - 20020523 GOOD             USPSQD
 AF3010  HISTORY     - 20060126 MARK NOT FOUND   USPSQD
 AF3010
 AF3010                          STATION DESCRIPTION
 AF3010
 AF3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3010'2.2 MI W FROM VERO BEACH.
 AF3010'2.2 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CITY HALL AT
 AF3010'VERO BEACH, ON THE NORTHEAST CORNER OF THE BRIDGE OVER THE MAIN
 AF3010'CANAL, 21 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 AF3010'STATE HIGHWAY 60, 9 FEET WEST OF THE NORTHEAST CORNER OF BRIDGE,
 AF3010'3.3 FEET NORTH OF THE CURB, 1 FOOT HIGHER THAN THE BRIDGE FLOOR
 AF3010'AND A FLORIDA DEPARTMENT OF TRANSPORTATION BRONZE DISK CEMENTED
 AF3010'IN A DRILL HOLE IN THE NORTH SIDEWALK.  THE DISK IS NOT STAMPED.
 AF3010
 AF3010                          STATION RECOVERY (1988)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3010'RECOVERED IN GOOD CONDITION.
 AF3010
 AF3010                          STATION RECOVERY (1989)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3010'RECOVERED IN GOOD CONDITION.
 AF3010
 AF3010                          STATION RECOVERY (2001)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3010'RECOVERED IN GOOD CONDITION.
 AF3010
 AF3010                          STATION RECOVERY (2002)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF3010'CHECKED LOCATION WITH DGPS, READING 27-38-322N, 80-25-919W
 AF3010
 AF3010                          STATION RECOVERY (2006)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF3010'BASED ON GPS READINGS AND THE CONDITION OF THE AREA. THE ROAD HAS BEEN
 AF3010'EXPANDED AND THE MARK HAS EATHER BEEN COVERED OVER OR REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3009 ***********************************************************************
 AF3009  DESIGNATION -  24.93 W RESET 1970
 AF3009  PID         -  AF3009
 AF3009  STATE/COUNTY-  FL/INDIAN RIVER
 AF3009  USGS QUAD   -  VERO BEACH (1983)
 AF3009
 AF3009                         *CURRENT SURVEY CONTROL
 AF3009  ___________________________________________________________________
 AF3009* NAD 83(1986)-  27 38 18.     (N)    080 26 01.     (W)     SCALED    
 AF3009* NAVD 88     -         7.00   (meters)      23.0    (feet)  RESET     
 AF3009  ___________________________________________________________________
 AF3009  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF3009
 AF3009  VERT ORDER  -  THIRD
 AF3009
 AF3009.The horizontal coordinates were scaled from a topographic map and have
 AF3009.an estimated accuracy of +/- 6 seconds.
 AF3009
 AF3009.The orthometric height was computed from unverified reset data.
 AF3009
 AF3009.The geoid height was determined by GEOID03.
 AF3009
 AF3009;                    North         East    Units  Estimated Accuracy
 AF3009;SPC FL E     -   366,260.      255,890.      MT  (+/- 180 meters Scaled)
 AF3009
 AF3009                          SUPERSEDED SURVEY CONTROL
 AF3009
 AF3009.No superseded survey control is available for this station.
 AF3009
 AF3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL558572(NAD 83)
 AF3009_MARKER: DD = SURVEY DISK
 AF3009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3009_SP_SET: SIDEWALK
 AF3009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3009
 AF3009  HISTORY     - Date     Condition        Report By
 AF3009  HISTORY     - 1970     MONUMENTED       FLDT
 AF3009  HISTORY     - 1970     GOOD             NGS
 AF3009  HISTORY     - 1988     GOOD             USPSQD
 AF3009  HISTORY     - 1989     GOOD             USPSQD
 AF3009  HISTORY     - 20020228 GOOD             USPSQD
 AF3009  HISTORY     - 20020523 GOOD             USPSQD
 AF3009  HISTORY     - 20060126 MARK NOT FOUND   USPSQD
 AF3009
 AF3009                          STATION DESCRIPTION
 AF3009
 AF3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3009'2.3 MI W FROM VERO BEACH.
 AF3009'2.3 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CITY HALL AT
 AF3009'VERO BEACH, ON THE SOUTHWEST CORNER OF THE BRIDGE OVER THE MAIN
 AF3009'CANAL, 21.7 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 AF3009'STATE HIGHWAY 60, 21 FEET EAST OF A POWER LINE POLE, 10 FEET EAST
 AF3009'OF THE SOUTHWEST END OF BRIDGE, 9.5 FEET NORTHEAST OF A IRON
 AF3009'MANHOLE COVER, 3.6 FEET SOUTH OF THE SIDEWALK CURB, 1 FOOT HIGHER
 AF3009'THAN THE BRIDGE FLOOR AND A FLORIDA DEPARTMENT OF TRANSPORTATION
 AF3009'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  THE DISK
 AF3009'IS NOT STAMPED.
 AF3009
 AF3009                          STATION RECOVERY (1988)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3009'RECOVERED IN GOOD CONDITION.
 AF3009
 AF3009                          STATION RECOVERY (1989)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3009'RECOVERED IN GOOD CONDITION.
 AF3009
 AF3009                          STATION RECOVERY (2002)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3009'RECOVERED IN GOOD CONDITION.
 AF3009
 AF3009                          STATION RECOVERY (2002)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF3009'CHECKED LOCATION WITH DGPS, READING 27-38-308N, 80-26-033W
 AF3009
 AF3009                          STATION RECOVERY (2006)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF3009'BASED ON GPS READINGS AND THE CONDITION OF THE AREA. THE ROAD HAS BEEN
 AF3009'EXPANDED AND THE MARK HAS EATHER BEEN COVERED OVER OR REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8256 ***********************************************************************
 AD8256  DESIGNATION -  25 13
 AD8256  PID         -  AD8256
 AD8256  STATE/COUNTY-  FL/HENDRY
 AD8256  USGS QUAD   -  LAKE HICPOCHEE (1971)
 AD8256
 AD8256                         *CURRENT SURVEY CONTROL
 AD8256  ___________________________________________________________________
 AD8256* NAD 83(1986)-  26 46 02.     (N)    081 10 18.     (W)     SCALED    
 AD8256* NAVD 88     -         7.303  (meters)      23.96   (feet)  ADJUSTED  
 AD8256  ___________________________________________________________________
 AD8256  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AD8256  DYNAMIC HT  -           7.292 (meters)      23.92  (feet)  COMP
 AD8256  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 AD8256
 AD8256  VERT ORDER  -  FIRST     CLASS II
 AD8256
 AD8256.The horizontal coordinates were scaled from a topographic map and have
 AD8256.an estimated accuracy of +/- 6 seconds.
 AD8256
 AD8256.The orthometric height was determined by differential leveling
 AD8256.and adjusted by the National Geodetic Survey in September 1992..
 AD8256
 AD8256.The geoid height was determined by GEOID03.
 AD8256
 AD8256.The dynamic height is computed by dividing the NAVD 88
 AD8256.geopotential number by the normal gravity value computed on the
 AD8256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8256.degrees latitude (g = 980.6199 gals.).
 AD8256
 AD8256.The modeled gravity was interpolated from observed gravity values.
 AD8256
 AD8256;                    North         East    Units  Estimated Accuracy
 AD8256;SPC FL E     -   269,630.      182,930.      MT  (+/- 180 meters Scaled)
 AD8256
 AD8256                          SUPERSEDED SURVEY CONTROL
 AD8256
 AD8256  NGVD 29 (09/01/92)    7.701  (m)           25.27   (f) ADJUSTED    1 2
 AD8256
 AD8256.Superseded values are not recommended for survey control.
 AD8256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8256.See file dsdata.txt to determine how the superseded data were derived.
 AD8256
 AD8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK829606(NAD 83)
 AD8256_MARKER: DD = SURVEY DISK
 AD8256_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8256_SP_SET: ABUTMENT
 AD8256_STAMPING: 25 13
 AD8256_MARK LOGO: FLDT  
 AD8256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8256+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 AD8256
 AD8256  HISTORY     - Date     Condition        Report By
 AD8256  HISTORY     - UNK      MONUMENTED       FLDT
 AD8256  HISTORY     - 19920331 GOOD             NGS
 AD8256
 AD8256                          STATION DESCRIPTION
 AD8256
 AD8256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8256'0.3 KM (0.20 MI) NORTHERLY ALONG BERNER ROAD FROM THE POST OFFICE IN
 AD8256'CLEWISTON, THENCE 22.8 KM (14.15 MI) WESTERLY ALONG STATE HIGHWAY 80,
 AD8256'IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 AD8256'CONCRETE ABUTMENT OF BRIDGE NUMBER 070025 SPANNING A CANAL, 5.4 M
 AD8256'(17.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7
 AD8256'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8214 ***********************************************************************
 AD8214  DESIGNATION -  25 BRP
 AD8214  PID         -  AD8214
 AD8214  STATE/COUNTY-  FL/PALM BEACH
 AD8214  USGS QUAD   -  SIXMILE BEND (1970)
 AD8214
 AD8214                         *CURRENT SURVEY CONTROL
 AD8214  ___________________________________________________________________
 AD8214* NAD 83(1986)-  26 40 43.     (N)    080 32 16.     (W)     SCALED    
 AD8214* NAVD 88     -         5.822  (meters)      19.10   (feet)  ADJUSTED  
 AD8214  ___________________________________________________________________
 AD8214  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AD8214  DYNAMIC HT  -           5.813 (meters)      19.07  (feet)  COMP
 AD8214  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 AD8214
 AD8214  VERT ORDER  -  FIRST     CLASS II
 AD8214
 AD8214.The horizontal coordinates were scaled from a topographic map and have
 AD8214.an estimated accuracy of +/- 6 seconds.
 AD8214
 AD8214.The orthometric height was determined by differential leveling
 AD8214.and adjusted by the National Geodetic Survey in September 1992..
 AD8214
 AD8214.The geoid height was determined by GEOID03.
 AD8214
 AD8214.The dynamic height is computed by dividing the NAVD 88
 AD8214.geopotential number by the normal gravity value computed on the
 AD8214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8214.degrees latitude (g = 980.6199 gals.).
 AD8214
 AD8214.The modeled gravity was interpolated from observed gravity values.
 AD8214
 AD8214;                    North         East    Units  Estimated Accuracy
 AD8214;SPC FL E     -   259,880.      246,010.      MT  (+/- 180 meters Scaled)
 AD8214
 AD8214                          SUPERSEDED SURVEY CONTROL
 AD8214
 AD8214  NGVD 29 (09/01/92)    6.264  (m)           20.55   (f) ADJUSTED    1 2
 AD8214
 AD8214.Superseded values are not recommended for survey control.
 AD8214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8214.See file dsdata.txt to determine how the superseded data were derived.
 AD8214
 AD8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK459509(NAD 83)
 AD8214_MARKER: DE = TRAVERSE STATION DISK
 AD8214_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8214_SP_SET: SIDEWALK
 AD8214_STAMPING: 25 BRP 1969
 AD8214_MARK LOGO: USGS  
 AD8214_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8214+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2001
 AD8214
 AD8214  HISTORY     - Date     Condition        Report By
 AD8214  HISTORY     - 1969     MONUMENTED       USGS
 AD8214  HISTORY     - 19920317 GOOD             NGS
 AD8214  HISTORY     - 20011102 GOOD             FLDEP
 AD8214
 AD8214                          STATION DESCRIPTION
 AD8214
 AD8214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8214'15.3 KM (9.50 MI) EASTERLY ALONG STATE HIGHWAY 880 FROM THE JUNCTION
 AD8214'OF STATE HIGHWAY 80 IN BELLE GLADE, IN TOP OF AND 0.2 M (0.7 FT)
 AD8214'NORTHWEST OF THE SOUTHEAST END OF THE EAST CONCRETE SIDEWALK OF A SAM
 AD8214'SENTER ROAD BRIDGE SPANNING A CANAL, 10.2 M (33.5 FT) WEST OF THE
 AD8214'CENTERLINE OF THE ROAD, 7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF
 AD8214'THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD8214
 AD8214                          STATION RECOVERY (2001)
 AD8214
 AD8214'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AD8214'THE MARK IS ABOUT 11.0 MI SOUTHEAST OF BELLE GLADE, ON THE NORTH SIDE
 AD8214'OF BOLLES CANAL AT
 AD8214'THE JUNCTION OF BROWN'S FARM ROAD (STATE ROAD 827), IN SECTION 4,
 AD8214'TOWNSHIP 44 SOUTH, RANGE 38 EAST.
 AD8214' 
 AD8214'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 AD8214'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 AD8214'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 AD8214'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST
 AD8214'AVENUE E) FOR 0.5 MI TO A SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND
 AD8214'GO SOUTHEAST ON STATE ROAD 880 (STATE ROAD 80) FOR 5.5 MI TO THE
 AD8214'NORTHWEST END OF THE BRIDGE SPANNING HILLSBORO CANAL (AT SIXMILE
 AD8214'BEND), CONTINUE EAST-NORTHEASTERLY ON STATE ROAD 808 (STATE ROAD 80)
 AD8214'FOR 3.6 MI TO THE JUNCTION OF SAM SENTER ROAD ON THE LEFT AND A BRIDGE
 AD8214'NUMBER 934513 SPANNING THE CANAL AND THE MARK ON THE LEFT, SET FLUSH
 AD8214'IN THE SOUTHEAST END OF THE EAST CONCRETE WALKWAY 0.7 FT ABOVE THE
 AD8214'LEVEL OF THE STATE ROAD 880.
 AD8214' 
 AD8214'LOCATED 33.5 FT WEST OF THE APPROXIMATE CENTERLINE OF SAM SENTER ROAD,
 AD8214'25.6 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 880, 11.6 FT
 AD8214'NORTHWEST OF THE SOUTHEAST END OF THE WALKWAY AND 3.0 FT NORTHWEST OF
 AD8214'THE SOUTHEAST END OF THE BRIDGE RAIL.
 AD8214'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6982 ***********************************************************************
 AI6982  DESIGNATION -  25 CMP
 AI6982  PID         -  AI6982
 AI6982  STATE/COUNTY-  FL/PUTNAM
 AI6982  USGS QUAD   -  CRESCENT CITY (1994)
 AI6982
 AI6982                         *CURRENT SURVEY CONTROL
 AI6982  ___________________________________________________________________
 AI6982* NAD 83(1986)-  29 26 15.     (N)    081 35 21.     (W)     SCALED    
 AI6982* NAVD 88     -        10.919  (meters)      35.82   (feet)  ADJUSTED  
 AI6982  ___________________________________________________________________
 AI6982  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AI6982  DYNAMIC HT  -          10.904 (meters)      35.77  (feet)  COMP
 AI6982  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AI6982
 AI6982  VERT ORDER  -  SECOND    CLASS I
 AI6982
 AI6982.The horizontal coordinates were scaled from a topographic map and have
 AI6982.an estimated accuracy of +/- 6 seconds.
 AI6982
 AI6982.The orthometric height was determined by differential leveling
 AI6982.and adjusted by the National Geodetic Survey in May 2004..
 AI6982
 AI6982.The geoid height was determined by GEOID03.
 AI6982
 AI6982.The dynamic height is computed by dividing the NAVD 88
 AI6982.geopotential number by the normal gravity value computed on the
 AI6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6982.degrees latitude (g = 980.6199 gals.).
 AI6982
 AI6982.The modeled gravity was interpolated from observed gravity values.
 AI6982
 AI6982;                    North         East    Units  Estimated Accuracy
 AI6982;SPC FL E     -   565,660.      142,840.      MT  (+/- 180 meters Scaled)
 AI6982
 AI6982                          SUPERSEDED SURVEY CONTROL
 AI6982
 AI6982  NAVD 88 (04/26/01)   10.938  (m)           35.89   (f) UNKNOWN     2 1
 AI6982
 AI6982.Superseded values are not recommended for survey control.
 AI6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6982.See file dsdata.txt to determine how the superseded data were derived.
 AI6982
 AI6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN428566(NAD 83)
 AI6982_MARKER: DB = BENCH MARK DISK
 AI6982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6982_SP_SET: CULVERT HEADWALL
 AI6982_STAMPING: 25 CMP 1969
 AI6982_MARK LOGO: USGS  
 AI6982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6982+STABILITY: SURFACE MOTION
 AI6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6982+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2002
 AI6982
 AI6982  HISTORY     - Date     Condition        Report By
 AI6982  HISTORY     - 1969     MONUMENTED       USGS
 AI6982  HISTORY     - 19930914 GOOD             FLDEP
 AI6982  HISTORY     - 20020713 GOOD             FLDEP
 AI6982
 AI6982                          STATION DESCRIPTION
 AI6982
 AI6982'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6982'THE MARK IS ABOUT 4.7 MI (7.6 KM) WEST OF CRESCENT CITY, 3.4 MI (5.5
 AI6982'KM) EAST OF FRUITLAND IN PUTNAM COUNTY, SECTION 19, TOWNSHIP 12 SOUTH,
 AI6982'RANGE 27 EAST. TO REACH THE MARK FROM THE T JUNCTION OF COUNTY ROADS
 AI6982'C-309 AND C-308 IN FRUITLAND, GO NORTHEAST ON COUNTY ROAD C-308 FOR
 AI6982'3.4 MI (5.5 KM) TO THE MARK ON THE LEFT. LOCATED AT A DRAIN CROSSING
 AI6982'IN THE EAST OF THE NORTH HEADWALL OF THE CULVERT, 22.0 FT (6.7 M)
 AI6982'NORTH OF THE CENTERLINE OF COUNTY ROAD 308, 1.6 FT (0.5 M) WEST OF A
 AI6982'CARSONITE WITNESS POST AND 1.1 FT (0.3 M) LOWER THAN THE LEVEL OF THE
 AI6982'ROAD.
 AI6982
 AI6982                          STATION RECOVERY (2002)
 AI6982
 AI6982'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI6982'RECOVERED IN GOOD CONDITION.
 AI6982' 
 AI6982'THE MARK IS ABOUT 4.7 MI WEST OF CRESCENT CITY, 3.4 MI EAST OF
 AI6982'FRUITLAND, IN SECTION 20,
 AI6982'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6982' 
 AI6982'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6982'HIGHWAY 17 IN CRESCENT
 AI6982'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6982'HUNTINGTON SHORTCUT
 AI6982'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 1.65 MI TO THE
 AI6982'MARK ON THE
 AI6982'RIGHT, SET FLUSH IN THE CENTER OF THE CULVERT HEADWALL.
 AI6982' 
 AI6982' 
 AI6982' 
 AI6982' 
 AI6982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0740 ***********************************************************************
 AQ0740  DESIGNATION -  25 JAS
 AQ0740  PID         -  AQ0740
 AQ0740  STATE/COUNTY-  FL/LAKE
 AQ0740  USGS QUAD   -  ASTOR (1983)
 AQ0740
 AQ0740                         *CURRENT SURVEY CONTROL
 AQ0740  ___________________________________________________________________
 AQ0740* NAD 83(1986)-  29 10 16.     (N)    081 37 26.     (W)     SCALED    
 AQ0740* NAVD 88     -        15.698  (meters)      51.50   (feet)  ADJUSTED  
 AQ0740  ___________________________________________________________________
 AQ0740  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ0740  DYNAMIC HT  -          15.676 (meters)      51.43  (feet)  COMP
 AQ0740  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 AQ0740
 AQ0740  VERT ORDER  -  FIRST     CLASS II
 AQ0740
 AQ0740.The horizontal coordinates were scaled from a topographic map and have
 AQ0740.an estimated accuracy of +/- 6 seconds.
 AQ0740
 AQ0740.The orthometric height was determined by differential leveling
 AQ0740.and adjusted by the National Geodetic Survey in June 1991..
 AQ0740
 AQ0740.The geoid height was determined by GEOID03.
 AQ0740
 AQ0740.The dynamic height is computed by dividing the NAVD 88
 AQ0740.geopotential number by the normal gravity value computed on the
 AQ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0740.degrees latitude (g = 980.6199 gals.).
 AQ0740
 AQ0740.The modeled gravity was interpolated from observed gravity values.
 AQ0740
 AQ0740;                    North         East    Units  Estimated Accuracy
 AQ0740;SPC FL E     -   536,160.      139,310.      MT  (+/- 180 meters Scaled)
 AQ0740
 AQ0740                          SUPERSEDED SURVEY CONTROL
 AQ0740
 AQ0740  NGVD 29 (??/??/92)   16.019  (m)           52.56   (f) ADJ UNCH    1 2
 AQ0740
 AQ0740.Superseded values are not recommended for survey control.
 AQ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0740.See file dsdata.txt to determine how the superseded data were derived.
 AQ0740
 AQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN393271(NAD 83)
 AQ0740_MARKER: DD = SURVEY DISK
 AQ0740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0740_SP_SET: CULVERT HEADWALL
 AQ0740_STAMPING: 25 JAS 1966 53
 AQ0740_MARK LOGO: USGS  
 AQ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0740+STABILITY: SURFACE MOTION
 AQ0740
 AQ0740  HISTORY     - Date     Condition        Report By
 AQ0740  HISTORY     - 1966     MONUMENTED       USGS
 AQ0740  HISTORY     - 1968     GOOD             NGS
 AQ0740  HISTORY     - 1985     GOOD             FLDNR
 AQ0740  HISTORY     - 19910303 GOOD             USPSQD
 AQ0740
 AQ0740                          STATION DESCRIPTION
 AQ0740
 AQ0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0740'6.7 MI W FROM ASTOR.
 AQ0740'ABOUT 6.7 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0740'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, 1.15 MILES
 AQ0740'EAST OF THE INTERSECTION OF STATE HIGHWAY 19, SET ON THE TOP OF
 AQ0740'THE WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 24-INCH
 AQ0740'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 31 FEET NORTHOF THE
 AQ0740'CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 AQ0740'HIGHWAY.
 AQ0740
 AQ0740                          STATION RECOVERY (1985)
 AQ0740
 AQ0740'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ0740'RECOVERED IN GOOD CONDITION.
 AQ0740
 AQ0740                          STATION RECOVERY (1991)
 AQ0740
 AQ0740'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6789 ***********************************************************************
 DE6789  DESIGNATION -  25 RJN
 DE6789  PID         -  DE6789
 DE6789  STATE/COUNTY-  FL/PUTNAM
 DE6789  USGS QUAD   -  SAN MATEO (1980)
 DE6789
 DE6789                         *CURRENT SURVEY CONTROL
 DE6789  ___________________________________________________________________
 DE6789* NAD 83(1986)-  29 33 54.     (N)    081 32 39.     (W)     SCALED    
 DE6789* NAVD 88     -         8.126  (meters)      26.66   (feet)  ADJUSTED  
 DE6789  ___________________________________________________________________
 DE6789  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DE6789  DYNAMIC HT  -           8.114 (meters)      26.62  (feet)  COMP
 DE6789  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 DE6789
 DE6789  VERT ORDER  -  SECOND    CLASS I
 DE6789
 DE6789.The horizontal coordinates were scaled from a topographic map and have
 DE6789.an estimated accuracy of +/- 6 seconds.
 DE6789
 DE6789.The orthometric height was determined by differential leveling
 DE6789.and adjusted by the National Geodetic Survey in May 2004..
 DE6789
 DE6789.The geoid height was determined by GEOID03.
 DE6789
 DE6789.The dynamic height is computed by dividing the NAVD 88
 DE6789.geopotential number by the normal gravity value computed on the
 DE6789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6789.degrees latitude (g = 980.6199 gals.).
 DE6789
 DE6789.The modeled gravity was interpolated from observed gravity values.
 DE6789
 DE6789;                    North         East    Units  Estimated Accuracy
 DE6789;SPC FL E     -   579,780.      147,270.      MT  (+/- 180 meters Scaled)
 DE6789
 DE6789                          SUPERSEDED SURVEY CONTROL
 DE6789
 DE6789.No superseded survey control is available for this station.
 DE6789
 DE6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN472707(NAD 83)
 DE6789_MARKER: DD = SURVEY DISK
 DE6789_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6789_STAMPING: 25 RJN 1967 28 FT.
 DE6789_MARK LOGO: DI    
 DE6789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6789+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1999
 DE6789
 DE6789  HISTORY     - Date     Condition        Report By
 DE6789  HISTORY     - 1967     MONUMENTED       DI
 DE6789  HISTORY     - 19990422 GOOD             FLDEP
 DE6789
 DE6789                          STATION DESCRIPTION
 DE6789
 DE6789'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6789'THE MARK IS ABOUT 20.2 MI (32.5 KM) WEST OF BUNNELL, 8.8 MI (14.2 KM)
 DE6789'SOUTHEAST OF PALATKA, 3.8 MI (6.1 KM) EAST OF SAN MATEO ON STATE ROAD
 DE6789'100 IN SECTION 2, TOWNSHIP 11 SOUTH, RANGE 27 EAST. TO REACH THE MARK
 DE6789'FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE ROAD 100 IN SAN MATEO,
 DE6789'GO SOUTHEAST ON STATE ROAD 100 FOR 3.8 MI (6.1 KM) TO THE MARK ON THE
 DE6789'RIGHT, SET IN THE TOP OF 6-INCH SQUARE CONCRETE POST FLUSH WITH THE
 DE6789'GROUND AND ABOUT LEVEL WITH STATE ROAD 100. LOCATED 49.2 FT (15.0 M)
 DE6789'SOUTHWEST OF THE CENTERLINE OF STATE ROAD 100, 30.5 FT (9.3 M)
 DE6789'NORTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING
 DE6789'SOUTHWEST, 30.0 FT (9.1 M) SOUTHWEST OF A HEADWALL UNDER STATE ROAD
 DE6789'100, 2.3 FT (0.7 M) NORTHEAST OF A HOG WIRE FENCE AND 0.8 FT (24.4 CM)
 DE6789'EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0092 ***********************************************************************
 AL0092  DESIGNATION -  250 FLHD
 AL0092  PID         -  AL0092
 AL0092  STATE/COUNTY-  FL/PINELLAS
 AL0092  USGS QUAD   -  OLDSMAR (1987)
 AL0092
 AL0092                         *CURRENT SURVEY CONTROL
 AL0092  ___________________________________________________________________
 AL0092* NAD 83(1986)-  28 03 19.     (N)    082 44 17.     (W)     SCALED    
 AL0092* NAVD 88     -        12.052  (meters)      39.54   (feet)  ADJUSTED  
 AL0092  ___________________________________________________________________
 AL0092  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AL0092  DYNAMIC HT  -          12.034 (meters)      39.48  (feet)  COMP
 AL0092  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 AL0092
 AL0092  VERT ORDER  -  SECOND    CLASS II
 AL0092
 AL0092.The horizontal coordinates were scaled from a topographic map and have
 AL0092.an estimated accuracy of +/- 6 seconds.
 AL0092
 AL0092.The orthometric height was determined by differential leveling
 AL0092.and adjusted by the National Geodetic Survey in June 1991..
 AL0092
 AL0092.The geoid height was determined by GEOID03.
 AL0092
 AL0092.The dynamic height is computed by dividing the NAVD 88
 AL0092.geopotential number by the normal gravity value computed on the
 AL0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0092.degrees latitude (g = 980.6199 gals.).
 AL0092
 AL0092.The modeled gravity was interpolated from observed gravity values.
 AL0092
 AL0092;                    North         East    Units  Estimated Accuracy
 AL0092;SPC FL W     -   412,550.      127,440.      MT  (+/- 180 meters Scaled)
 AL0092
 AL0092                          SUPERSEDED SURVEY CONTROL
 AL0092
 AL0092  NGVD 29 (??/??/92)   12.311  (m)           40.39   (f) ADJ UNCH    2 2
 AL0092
 AL0092.Superseded values are not recommended for survey control.
 AL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0092.See file dsdata.txt to determine how the superseded data were derived.
 AL0092
 AL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291045(NAD 83)
 AL0092_MARKER: DD = SURVEY DISK
 AL0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0092_SP_SET: HEADWALL
 AL0092_STAMPING: 250
 AL0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0092
 AL0092  HISTORY     - Date     Condition        Report By
 AL0092  HISTORY     - UNK      MONUMENTED       FLHD
 AL0092  HISTORY     - 1976     GOOD             FLDT
 AL0092
 AL0092                          STATION DESCRIPTION
 AL0092
 AL0092'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0092'5 MI S FROM TARPON SPRINGS.
 AL0092'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0092'584, RUN SOUTHERLY ON U.S. 19 FOR 0.85 MILE.  STATION ON LEFT,
 AL0092'94.0 FT. EAST OF THE CENTERLINE OF U.S. 19, 152.0 FT. SOUTH
 AL0092'OF THE CENTERLINE OF C.R. 95.  SET IN TOP OF CONCRETE HEADWALL.
 AL0092'SECTION 18, T28S, R16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0085 ***********************************************************************
 AL0085  DESIGNATION -  251 FLHD
 AL0085  PID         -  AL0085
 AL0085  STATE/COUNTY-  FL/PINELLAS
 AL0085  USGS QUAD   -  OLDSMAR (1987)
 AL0085
 AL0085                         *CURRENT SURVEY CONTROL
 AL0085  ___________________________________________________________________
 AL0085* NAD 83(1986)-  28 03 07.     (N)    082 44 17.     (W)     SCALED    
 AL0085* NAVD 88     -        16.670  (meters)      54.69   (feet)  ADJUSTED  
 AL0085  ___________________________________________________________________
 AL0085  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AL0085  DYNAMIC HT  -          16.646 (meters)      54.61  (feet)  COMP
 AL0085  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL0085
 AL0085  VERT ORDER  -  SECOND    CLASS II
 AL0085
 AL0085.The horizontal coordinates were scaled from a topographic map and have
 AL0085.an estimated accuracy of +/- 6 seconds.
 AL0085
 AL0085.The orthometric height was determined by differential leveling
 AL0085.and adjusted by the National Geodetic Survey in June 1991..
 AL0085
 AL0085.The geoid height was determined by GEOID03.
 AL0085
 AL0085.The dynamic height is computed by dividing the NAVD 88
 AL0085.geopotential number by the normal gravity value computed on the
 AL0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0085.degrees latitude (g = 980.6199 gals.).
 AL0085
 AL0085.The modeled gravity was interpolated from observed gravity values.
 AL0085
 AL0085;                    North         East    Units  Estimated Accuracy
 AL0085;SPC FL W     -   412,190.      127,440.      MT  (+/- 180 meters Scaled)
 AL0085
 AL0085                          SUPERSEDED SURVEY CONTROL
 AL0085
 AL0085  NGVD 29 (??/??/92)   16.929  (m)           55.54   (f) ADJ UNCH    2 2
 AL0085
 AL0085.Superseded values are not recommended for survey control.
 AL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0085.See file dsdata.txt to determine how the superseded data were derived.
 AL0085
 AL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291041(NAD 83)
 AL0085_MARKER: DD = SURVEY DISK
 AL0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0085_SP_SET: HEADWALL
 AL0085_STAMPING: 251
 AL0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0085
 AL0085  HISTORY     - Date     Condition        Report By
 AL0085  HISTORY     - UNK      MONUMENTED       FLHD
 AL0085  HISTORY     - 1976     GOOD             FLDT
 AL0085  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0085
 AL0085                          STATION DESCRIPTION
 AL0085
 AL0085'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0085'5.2 MI S FROM TARPON SPRINGS.
 AL0085'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0085'584, RUN SOUTHERLY ON U.S. 19 FOR 1.0 MILE.  STATION ON LEFT,
 AL0085'61.5 FT. EAST OF THE CENTERLINE OF U.S. 19, 147.0 FT. N/NW OF
 AL0085'POWER POLE, NUMBER 2-9431.  SET IN TOP OF CONCRETE HEADWALL.
 AL0085'SECTION 18, T 28S, R 16E.
 AL0085
 AL0085                          STATION RECOVERY (1984)
 AL0085
 AL0085'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0086 ***********************************************************************
 AL0086  DESIGNATION -  252 FLHD
 AL0086  PID         -  AL0086
 AL0086  STATE/COUNTY-  FL/PINELLAS
 AL0086  USGS QUAD   -  OLDSMAR (1987)
 AL0086
 AL0086                         *CURRENT SURVEY CONTROL
 AL0086  ___________________________________________________________________
 AL0086* NAD 83(1986)-  28 03 01.     (N)    082 44 17.     (W)     SCALED    
 AL0086* NAVD 88     -        18.856  (meters)      61.86   (feet)  ADJUSTED  
 AL0086  ___________________________________________________________________
 AL0086  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AL0086  DYNAMIC HT  -          18.829 (meters)      61.77  (feet)  COMP
 AL0086  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AL0086
 AL0086  VERT ORDER  -  SECOND    CLASS II
 AL0086
 AL0086.The horizontal coordinates were scaled from a topographic map and have
 AL0086.an estimated accuracy of +/- 6 seconds.
 AL0086
 AL0086.The orthometric height was determined by differential leveling
 AL0086.and adjusted by the National Geodetic Survey in June 1991..
 AL0086
 AL0086.The geoid height was determined by GEOID03.
 AL0086
 AL0086.The dynamic height is computed by dividing the NAVD 88
 AL0086.geopotential number by the normal gravity value computed on the
 AL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0086.degrees latitude (g = 980.6199 gals.).
 AL0086
 AL0086.The modeled gravity was interpolated from observed gravity values.
 AL0086
 AL0086;                    North         East    Units  Estimated Accuracy
 AL0086;SPC FL W     -   412,000.      127,440.      MT  (+/- 180 meters Scaled)
 AL0086
 AL0086                          SUPERSEDED SURVEY CONTROL
 AL0086
 AL0086  NGVD 29 (??/??/92)   19.116  (m)           62.72   (f) ADJ UNCH    2 2
 AL0086
 AL0086.Superseded values are not recommended for survey control.
 AL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0086.See file dsdata.txt to determine how the superseded data were derived.
 AL0086
 AL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291039(NAD 83)
 AL0086_MARKER: DD = SURVEY DISK
 AL0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0086_SP_SET: HEADWALL
 AL0086_STAMPING: 252
 AL0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0086
 AL0086  HISTORY     - Date     Condition        Report By
 AL0086  HISTORY     - UNK      MONUMENTED       FLHD
 AL0086  HISTORY     - 1976     GOOD             FLDT
 AL0086  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0086
 AL0086                          STATION DESCRIPTION
 AL0086
 AL0086'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0086'5.4 MI S FROM TARPON SPRINGS.
 AL0086'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0086'584, RUN SOUTHERLY ON U.S. 19 FOR 1.2 MILE.  STATION ON LEFT,
 AL0086'61.5 FT. EAST OF THE CENTERLINE OF U.S. 19, 80.5 FT. N/NW OF
 AL0086'POWER POLE, NUMBER 12A-6832-R.  SET IN TOP OF CONCRETE
 AL0086'HEADWALL.  SECTION 18, T 28S, R 16E.
 AL0086
 AL0086                          STATION RECOVERY (1984)
 AL0086
 AL0086'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0087 ***********************************************************************
 AL0087  DESIGNATION -  253 FLHD
 AL0087  PID         -  AL0087
 AL0087  STATE/COUNTY-  FL/PINELLAS
 AL0087  USGS QUAD   -  OLDSMAR (1987)
 AL0087
 AL0087                         *CURRENT SURVEY CONTROL
 AL0087  ___________________________________________________________________
 AL0087* NAD 83(1986)-  28 02 07.     (N)    082 44 17.     (W)     SCALED    
 AL0087* NAVD 88     -        13.777  (meters)      45.20   (feet)  ADJUSTED  
 AL0087  ___________________________________________________________________
 AL0087  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AL0087  DYNAMIC HT  -          13.757 (meters)      45.13  (feet)  COMP
 AL0087  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AL0087
 AL0087  VERT ORDER  -  SECOND    CLASS II
 AL0087
 AL0087.The horizontal coordinates were scaled from a topographic map and have
 AL0087.an estimated accuracy of +/- 6 seconds.
 AL0087
 AL0087.The orthometric height was determined by differential leveling
 AL0087.and adjusted by the National Geodetic Survey in June 1991..
 AL0087
 AL0087.The geoid height was determined by GEOID03.
 AL0087
 AL0087.The dynamic height is computed by dividing the NAVD 88
 AL0087.geopotential number by the normal gravity value computed on the
 AL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0087.degrees latitude (g = 980.6199 gals.).
 AL0087
 AL0087.The modeled gravity was interpolated from observed gravity values.
 AL0087
 AL0087;                    North         East    Units  Estimated Accuracy
 AL0087;SPC FL W     -   410,340.      127,430.      MT  (+/- 180 meters Scaled)
 AL0087
 AL0087                          SUPERSEDED SURVEY CONTROL
 AL0087
 AL0087  NGVD 29 (??/??/92)   14.037  (m)           46.05   (f) ADJ UNCH    2 2
 AL0087
 AL0087.Superseded values are not recommended for survey control.
 AL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0087.See file dsdata.txt to determine how the superseded data were derived.
 AL0087
 AL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291023(NAD 83)
 AL0087_MARKER: DD = SURVEY DISK
 AL0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0087_SP_SET: HEADWALL
 AL0087_STAMPING: 253
 AL0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0087
 AL0087  HISTORY     - Date     Condition        Report By
 AL0087  HISTORY     - UNK      MONUMENTED       FLHD
 AL0087  HISTORY     - 1976     GOOD             FLDT
 AL0087
 AL0087                          STATION DESCRIPTION
 AL0087
 AL0087'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0087'AT CLEARWATER.
 AL0087'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0087'S.R. 584, RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.35 MILE.  STATION
 AL0087'ON LEFT, 72.0 FT. EAST OF THE CENTERLINE OF U.S. HWY. 19, 17.5
 AL0087'FT. N.W. OF POWER POLE, NUMBER 2-22048.  SET IN THE TOP OF A
 AL0087'CONCRETE HEADWALL.  SECTION 19, T 28, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0088 ***********************************************************************
 AL0088  DESIGNATION -  254 FLHD
 AL0088  PID         -  AL0088
 AL0088  STATE/COUNTY-  FL/PINELLAS
 AL0088  USGS QUAD   -  OLDSMAR (1987)
 AL0088
 AL0088                         *CURRENT SURVEY CONTROL
 AL0088  ___________________________________________________________________
 AL0088* NAD 83(1986)-  28 01 40.     (N)    082 44 17.     (W)     SCALED    
 AL0088* NAVD 88     -        19.311  (meters)      63.36   (feet)  ADJUSTED  
 AL0088  ___________________________________________________________________
 AL0088  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AL0088  DYNAMIC HT  -          19.283 (meters)      63.26  (feet)  COMP
 AL0088  MODELED GRAV-     979,185.9   (mgal)                       NAVD 88
 AL0088
 AL0088  VERT ORDER  -  SECOND    CLASS II
 AL0088
 AL0088.The horizontal coordinates were scaled from a topographic map and have
 AL0088.an estimated accuracy of +/- 6 seconds.
 AL0088
 AL0088.The orthometric height was determined by differential leveling
 AL0088.and adjusted by the National Geodetic Survey in June 1991..
 AL0088
 AL0088.The geoid height was determined by GEOID03.
 AL0088
 AL0088.The dynamic height is computed by dividing the NAVD 88
 AL0088.geopotential number by the normal gravity value computed on the
 AL0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0088.degrees latitude (g = 980.6199 gals.).
 AL0088
 AL0088.The modeled gravity was interpolated from observed gravity values.
 AL0088
 AL0088;                    North         East    Units  Estimated Accuracy
 AL0088;SPC FL W     -   409,510.      127,430.      MT  (+/- 180 meters Scaled)
 AL0088
 AL0088                          SUPERSEDED SURVEY CONTROL
 AL0088
 AL0088  NGVD 29 (??/??/92)   19.572  (m)           64.21   (f) ADJ UNCH    2 2
 AL0088
 AL0088.Superseded values are not recommended for survey control.
 AL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0088.See file dsdata.txt to determine how the superseded data were derived.
 AL0088
 AL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291014(NAD 83)
 AL0088_MARKER: DD = SURVEY DISK
 AL0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0088_SP_SET: HEADWALL
 AL0088_STAMPING: 254
 AL0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0088
 AL0088  HISTORY     - Date     Condition        Report By
 AL0088  HISTORY     - UNK      MONUMENTED       FLHD
 AL0088  HISTORY     - 1976     GOOD             FLDT
 AL0088
 AL0088                          STATION DESCRIPTION
 AL0088
 AL0088'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0088'AT CLEARWATER.
 AL0088'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0088'584, RUN SOUTHERLY ON U.S. 19 FOR 2.9 MILE.  STATION ON LEFT,
 AL0088'61.5 FT. EAST OF THE CENTERLINE OF U.S. 19, 92.5 FT. SW OF POWER
 AL0088'POLE, NUMBER 2-19504.  SET IN TOP OF CONCRETE HEADWALL.  SECTION
 AL0088'19, T 28S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2195 ***********************************************************************
 AC2195  DESIGNATION -  25.49 FLHD
 AC2195  PID         -  AC2195
 AC2195  STATE/COUNTY-  FL/MIAMI-DADE
 AC2195  USGS QUAD   -  MIAMI (1994)
 AC2195
 AC2195                         *CURRENT SURVEY CONTROL
 AC2195  ___________________________________________________________________
 AC2195* NAD 83(1986)-  25 47 15.     (N)    080 10 45.     (W)     SCALED    
 AC2195* NAVD 88     -         7.278  (meters)      23.88   (feet)  ADJUSTED  
 AC2195  ___________________________________________________________________
 AC2195  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AC2195  DYNAMIC HT  -           7.266 (meters)      23.84  (feet)  COMP
 AC2195  MODELED GRAV-     979,032.8   (mgal)                       NAVD 88
 AC2195
 AC2195  VERT ORDER  -  FIRST     CLASS II
 AC2195
 AC2195.The horizontal coordinates were scaled from a topographic map and have
 AC2195.an estimated accuracy of +/- 6 seconds.
 AC2195
 AC2195.The orthometric height was determined by differential leveling
 AC2195.and adjusted by the National Geodetic Survey in June 1991..
 AC2195
 AC2195.The geoid height was determined by GEOID03.
 AC2195
 AC2195.The dynamic height is computed by dividing the NAVD 88
 AC2195.geopotential number by the normal gravity value computed on the
 AC2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2195.degrees latitude (g = 980.6199 gals.).
 AC2195
 AC2195.The modeled gravity was interpolated from observed gravity values.
 AC2195
 AC2195;                    North         East    Units  Estimated Accuracy
 AC2195;SPC FL E     -   161,330.      282,320.      MT  (+/- 180 meters Scaled)
 AC2195
 AC2195                          SUPERSEDED SURVEY CONTROL
 AC2195
 AC2195  NGVD 29 (09/01/92)    7.750  (m)           25.43   (f) ADJUSTED    1 2
 AC2195
 AC2195.Superseded values are not recommended for survey control.
 AC2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2195.See file dsdata.txt to determine how the superseded data were derived.
 AC2195
 AC2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ822524(NAD 83)
 AC2195_MARKER: DD = SURVEY DISK
 AC2195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2195_SP_SET: CONCRETE GUARDRAIL
 AC2195_STAMPING: 25.49
 AC2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2195
 AC2195  HISTORY     - Date     Condition        Report By
 AC2195  HISTORY     - UNK      MONUMENTED       FLHD
 AC2195  HISTORY     - 1965     GOOD             NGS
 AC2195  HISTORY     - 1973     GOOD             NGS
 AC2195  HISTORY     - 1978     GOOD             NGS
 AC2195  HISTORY     - 1988     GOOD             USPSQD
 AC2195
 AC2195                          STATION DESCRIPTION
 AC2195
 AC2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2195'AT MIAMI.
 AC2195'AT MIAMI, 0.7 MILE EAST ALONG MC ARTHUR CAUSEWAY FROM THE JUNCTION
 AC2195'OF U.S. HIGHWAY 1 AT MIAMI, SET ON THE TOP OF THE CONCRETE
 AC2195'PORTION OF THE GUARD RAIL AT THE NORTHEAST CORNER OF THE
 AC2195'MC ARTHUR CAUSEWAY BRIDGE OVER THE INTERCOASTAL WATERWAY, 7 FEET
 AC2195'NORTH OF THE NORTH CURB OF THE BRIDGE, 0.5 FOOT EAST OF THE
 AC2195'EAST END OF THE METAL PORTION OF THE GUARD RAIL AND 2 1/2 FEET
 AC2195'ABOVE THE LEVEL OF THE ROADWAY.
 AC2195
 AC2195                          STATION RECOVERY (1973)
 AC2195
 AC2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2195'RECOVERED IN GOOD CONDITION.
 AC2195
 AC2195                          STATION RECOVERY (1978)
 AC2195
 AC2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2195'RECOVERED IN GOOD CONDITION.
 AC2195
 AC2195                          STATION RECOVERY (1988)
 AC2195
 AC2195'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0089 ***********************************************************************
 AL0089  DESIGNATION -  255 FLHD
 AL0089  PID         -  AL0089
 AL0089  STATE/COUNTY-  FL/PINELLAS
 AL0089  USGS QUAD   -  OLDSMAR (1987)
 AL0089
 AL0089                         *CURRENT SURVEY CONTROL
 AL0089  ___________________________________________________________________
 AL0089* NAD 83(1986)-  28 01 19.     (N)    082 44 17.     (W)     SCALED    
 AL0089* NAVD 88     -        21.551  (meters)      70.71   (feet)  ADJUSTED  
 AL0089  ___________________________________________________________________
 AL0089  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AL0089  DYNAMIC HT  -          21.519 (meters)      70.60  (feet)  COMP
 AL0089  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AL0089
 AL0089  VERT ORDER  -  SECOND    CLASS II
 AL0089
 AL0089.The horizontal coordinates were scaled from a topographic map and have
 AL0089.an estimated accuracy of +/- 6 seconds.
 AL0089
 AL0089.The orthometric height was determined by differential leveling
 AL0089.and adjusted by the National Geodetic Survey in June 1991..
 AL0089
 AL0089.The geoid height was determined by GEOID03.
 AL0089
 AL0089.The dynamic height is computed by dividing the NAVD 88
 AL0089.geopotential number by the normal gravity value computed on the
 AL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0089.degrees latitude (g = 980.6199 gals.).
 AL0089
 AL0089.The modeled gravity was interpolated from observed gravity values.
 AL0089
 AL0089;                    North         East    Units  Estimated Accuracy
 AL0089;SPC FL W     -   408,860.      127,420.      MT  (+/- 180 meters Scaled)
 AL0089
 AL0089                          SUPERSEDED SURVEY CONTROL
 AL0089
 AL0089  NGVD 29 (??/??/92)   21.811  (m)           71.56   (f) ADJ UNCH    2 2
 AL0089
 AL0089.Superseded values are not recommended for survey control.
 AL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0089.See file dsdata.txt to determine how the superseded data were derived.
 AL0089
 AL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291008(NAD 83)
 AL0089_MARKER: DD = SURVEY DISK
 AL0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0089_SP_SET: HEADWALL
 AL0089_STAMPING: 255
 AL0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0089
 AL0089  HISTORY     - Date     Condition        Report By
 AL0089  HISTORY     - UNK      MONUMENTED       FLHD
 AL0089  HISTORY     - 1976     GOOD             FLDT
 AL0089
 AL0089                          STATION DESCRIPTION
 AL0089
 AL0089'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0089'AT CLEARWATER.
 AL0089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0089'584, RUN SOUTHERLY ON U.S. 19 FOR 3.25 MILE.  STATION ON LEFT,
 AL0089'62.0 FT. EAST OF THE CENTERLINE OF U.S. 19, 41.0 FT. SW OF
 AL0089'POWER POLE, NUMBER 6A-13105-R.  SET IN TOP OF CONCRETE
 AL0089'HEADWALL.  SECTION 30, T 28S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2408 ***********************************************************************
 AC2408  DESIGNATION -  25.54
 AC2408  PID         -  AC2408
 AC2408  STATE/COUNTY-  FL/BROWARD
 AC2408  USGS QUAD   -  
 AC2408
 AC2408                         *CURRENT SURVEY CONTROL
 AC2408  ___________________________________________________________________
 AC2408* NAD 83(1986)-  25 59 11.     (N)    080 07 19.     (W)     SCALED    
 AC2408* NAVD 88     -         7.293  (meters)      23.93   (feet)  ADJUSTED  
 AC2408  ___________________________________________________________________
 AC2408  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AC2408  DYNAMIC HT  -           7.281 (meters)      23.89  (feet)  COMP
 AC2408  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 AC2408
 AC2408  VERT ORDER  -  SECOND    CLASS 0
 AC2408
 AC2408.The horizontal coordinates were scaled from a topographic map and have
 AC2408.an estimated accuracy of +/- 6 seconds.
 AC2408
 AC2408.The orthometric height was determined by differential leveling
 AC2408.and adjusted by the National Geodetic Survey in June 1991..
 AC2408
 AC2408.The geoid height was determined by GEOID03.
 AC2408
 AC2408.The dynamic height is computed by dividing the NAVD 88
 AC2408.geopotential number by the normal gravity value computed on the
 AC2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2408.degrees latitude (g = 980.6199 gals.).
 AC2408
 AC2408.The modeled gravity was interpolated from observed gravity values.
 AC2408
 AC2408;                    North         East    Units  Estimated Accuracy
 AC2408;SPC FL E     -   183,400.      287,920.      MT  (+/- 180 meters Scaled)
 AC2408
 AC2408                          SUPERSEDED SURVEY CONTROL
 AC2408
 AC2408  NGVD 29 (??/??/92)    7.774  (m)           25.51   (f) ADJ UNCH    2 0
 AC2408
 AC2408.Superseded values are not recommended for survey control.
 AC2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2408.See file dsdata.txt to determine how the superseded data were derived.
 AC2408
 AC2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ878744(NAD 83)
 AC2408_MARKER: DD = SURVEY DISK
 AC2408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2408_SP_SET: BRIDGE
 AC2408_STAMPING: 25.54
 AC2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2408
 AC2408  HISTORY     - Date     Condition        Report By
 AC2408  HISTORY     - UNK      MONUMENTED       FLHD
 AC2408  HISTORY     - 1970     GOOD             NGS
 AC2408  HISTORY     - 1973     GOOD             NGS
 AC2408
 AC2408                          STATION DESCRIPTION
 AC2408
 AC2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2408'2 MI S FROM HOLLYWOOD.
 AC2408'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AC2408'JUNCTION OF STATE HIGHWAY 820, THENCE 0.1 MILE WEST ALONG STATE
 AC2408'HIGHWAY 824, AT HALLANDALE BEACH, SET ON THE TOP OF THE WEST
 AC2408'END OF THE CONCRETE WINGWALL AT THE NORTHEAST CORNER OF THE
 AC2408'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, 6.4 FEET NORTH
 AC2408'OF THE NORTH CURB OF THE HIGHWAY AND 2 1/2 FEET ABOVE THE LEVEL
 AC2408'OF THE ROADWAY.
 AC2408
 AC2408                          STATION RECOVERY (1973)
 AC2408
 AC2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0090 ***********************************************************************
 AL0090  DESIGNATION -  256 FLHD
 AL0090  PID         -  AL0090
 AL0090  STATE/COUNTY-  FL/PINELLAS
 AL0090  USGS QUAD   -  OLDSMAR (1987)
 AL0090
 AL0090                         *CURRENT SURVEY CONTROL
 AL0090  ___________________________________________________________________
 AL0090* NAD 83(1986)-  28 00 37.     (N)    082 43 59.     (W)     SCALED    
 AL0090* NAVD 88     -        25.748  (meters)      84.47   (feet)  ADJUSTED  
 AL0090  ___________________________________________________________________
 AL0090  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AL0090  DYNAMIC HT  -          25.710 (meters)      84.35  (feet)  COMP
 AL0090  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 AL0090
 AL0090  VERT ORDER  -  SECOND    CLASS II
 AL0090
 AL0090.The horizontal coordinates were scaled from a topographic map and have
 AL0090.an estimated accuracy of +/- 6 seconds.
 AL0090
 AL0090.The orthometric height was determined by differential leveling
 AL0090.and adjusted by the National Geodetic Survey in June 1991..
 AL0090
 AL0090.The geoid height was determined by GEOID03.
 AL0090
 AL0090.The dynamic height is computed by dividing the NAVD 88
 AL0090.geopotential number by the normal gravity value computed on the
 AL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0090.degrees latitude (g = 980.6199 gals.).
 AL0090
 AL0090.The modeled gravity was interpolated from observed gravity values.
 AL0090
 AL0090;                    North         East    Units  Estimated Accuracy
 AL0090;SPC FL W     -   407,560.      127,910.      MT  (+/- 180 meters Scaled)
 AL0090
 AL0090                          SUPERSEDED SURVEY CONTROL
 AL0090
 AL0090  NGVD 29 (??/??/92)   26.009  (m)           85.33   (f) ADJ UNCH    2 2
 AL0090
 AL0090.Superseded values are not recommended for survey control.
 AL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0090.See file dsdata.txt to determine how the superseded data were derived.
 AL0090
 AL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL296995(NAD 83)
 AL0090_MARKER: DD = SURVEY DISK
 AL0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0090_SP_SET: HEADWALL
 AL0090_STAMPING: 256
 AL0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0090
 AL0090  HISTORY     - Date     Condition        Report By
 AL0090  HISTORY     - UNK      MONUMENTED       FLHD
 AL0090  HISTORY     - 1976     GOOD             FLDT
 AL0090
 AL0090                          STATION DESCRIPTION
 AL0090
 AL0090'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0090'AT CLEARWATER.
 AL0090'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0090'580, RUN SOUTHERLY ON U.S. 19 FOR 0.65 MILE.  STATION ON LEFT,
 AL0090'64.0 FT. NE OF THE CENTERLINE OF U.S. 19, 37.5 FT. WEST OF POWER
 AL0090'POLE, NUMBER 2-22006.  SET IN TOP OF CONCRETE HEADWALL.  SECTION
 AL0090'31, T 28S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1062 ***********************************************************************
 BE1062  DESIGNATION -  256 JWM USGS
 BE1062  PID         -  BE1062
 BE1062  STATE/COUNTY-  FL/LEON
 BE1062  USGS QUAD   -  LLOYD (1982)
 BE1062
 BE1062                         *CURRENT SURVEY CONTROL
 BE1062  ___________________________________________________________________
 BE1062* NAD 83(1986)-  30 27 07.     (N)    084 05 25.     (W)     SCALED    
 BE1062* NAVD 88     -        16.926  (meters)      55.53   (feet)  ADJUSTED  
 BE1062  ___________________________________________________________________
 BE1062  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE1062  DYNAMIC HT  -          16.904 (meters)      55.46  (feet)  COMP
 BE1062  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BE1062
 BE1062  VERT ORDER  -  FIRST     CLASS II
 BE1062
 BE1062.The horizontal coordinates were scaled from a topographic map and have
 BE1062.an estimated accuracy of +/- 6 seconds.
 BE1062
 BE1062.The orthometric height was determined by differential leveling
 BE1062.and adjusted by the National Geodetic Survey in June 1991..
 BE1062
 BE1062.The geoid height was determined by GEOID03.
 BE1062
 BE1062.The dynamic height is computed by dividing the NAVD 88
 BE1062.geopotential number by the normal gravity value computed on the
 BE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1062.degrees latitude (g = 980.6199 gals.).
 BE1062
 BE1062.The modeled gravity was interpolated from observed gravity values.
 BE1062
 BE1062;                    North         East    Units  Estimated Accuracy
 BE1062;SPC FL N     -   161,020.      639,350.      MT  (+/- 180 meters Scaled)
 BE1062
 BE1062                          SUPERSEDED SURVEY CONTROL
 BE1062
 BE1062  NGVD 29 (??/??/92)   17.146  (m)           56.25   (f) ADJ UNCH    1 2
 BE1062
 BE1062.Superseded values are not recommended for survey control.
 BE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1062.See file dsdata.txt to determine how the superseded data were derived.
 BE1062
 BE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU794724(NAD 83)
 BE1062_MARKER: DD = SURVEY DISK
 BE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1062_STAMPING: 256 JWM 1951 56-4
 BE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1062+STABILITY: SURFACE MOTION
 BE1062
 BE1062  HISTORY     - Date     Condition        Report By
 BE1062  HISTORY     - 1951     MONUMENTED       USGS
 BE1062  HISTORY     - 1954     GOOD             NGS
 BE1062  HISTORY     - 1978     GOOD             FLDNR
 BE1062
 BE1062                          STATION DESCRIPTION
 BE1062
 BE1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE1062'4.6 MI W FROM LLOYD.
 BE1062'ABOUT 4.6 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BE1062'THE STATION AT LLOYD, AT CAPITOLA, 381 YARDS NORTHEAST OF MILE
 BE1062'POST 786, 28.8 FEET SOUTHEAST OF SOUTHEAST RAIL, 126 FEET EAST
 BE1062'OF CENTER OF ROAD CROSSING, 4.3 FEET NORTHEAST OF THE FIRST
 BE1062'TELEPHONE POLE NORTHEAST OF ROAD CROSSING, 204 1/2 FEET SOUTHWEST
 BE1062'OF MAIL CRANE, 115 FEET NORTHWEST OF CENTER LINE OF A BLACK TOP
 BE1062'ROAD PARALLEL TO TRACK, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 BE1062'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE1062
 BE1062                          STATION RECOVERY (1978)
 BE1062
 BE1062'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BE1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0091 ***********************************************************************
 AL0091  DESIGNATION -  257 FLHD
 AL0091  PID         -  AL0091
 AL0091  STATE/COUNTY-  FL/PINELLAS
 AL0091  USGS QUAD   -  OLDSMAR (1987)
 AL0091
 AL0091                         *CURRENT SURVEY CONTROL
 AL0091  ___________________________________________________________________
 AL0091* NAD 83(1986)-  28 00 13.     (N)    082 43 47.     (W)     SCALED    
 AL0091* NAVD 88     -        27.333  (meters)      89.67   (feet)  ADJUSTED  
 AL0091  ___________________________________________________________________
 AL0091  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AL0091  DYNAMIC HT  -          27.293 (meters)      89.54  (feet)  COMP
 AL0091  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AL0091
 AL0091  VERT ORDER  -  SECOND    CLASS II
 AL0091
 AL0091.The horizontal coordinates were scaled from a topographic map and have
 AL0091.an estimated accuracy of +/- 6 seconds.
 AL0091
 AL0091.The orthometric height was determined by differential leveling
 AL0091.and adjusted by the National Geodetic Survey in June 1991..
 AL0091
 AL0091.The geoid height was determined by GEOID03.
 AL0091
 AL0091.The dynamic height is computed by dividing the NAVD 88
 AL0091.geopotential number by the normal gravity value computed on the
 AL0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0091.degrees latitude (g = 980.6199 gals.).
 AL0091
 AL0091.The modeled gravity was interpolated from observed gravity values.
 AL0091
 AL0091;                    North         East    Units  Estimated Accuracy
 AL0091;SPC FL W     -   406,820.      128,230.      MT  (+/- 180 meters Scaled)
 AL0091
 AL0091                          SUPERSEDED SURVEY CONTROL
 AL0091
 AL0091  NGVD 29 (??/??/92)   27.593  (m)           90.53   (f) ADJ UNCH    2 2
 AL0091
 AL0091.Superseded values are not recommended for survey control.
 AL0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0091.See file dsdata.txt to determine how the superseded data were derived.
 AL0091
 AL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299988(NAD 83)
 AL0091_MARKER: DD = SURVEY DISK
 AL0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0091_SP_SET: HEADWALL
 AL0091_STAMPING: 257
 AL0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0091
 AL0091  HISTORY     - Date     Condition        Report By
 AL0091  HISTORY     - UNK      MONUMENTED       FLHD
 AL0091  HISTORY     - 1976     GOOD             FLDT
 AL0091
 AL0091                          STATION DESCRIPTION
 AL0091
 AL0091'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0091'AT CLEARWATER.
 AL0091'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0091'580, RUN SOUTHERLY ON U.S. 19 FOR 1.25 MILE.  STATION ON LEFT,
 AL0091'70.0 FT. EAST OF THE CENTERLINE OF U.S. 19.  SET IN TOP OF
 AL0091'CONCRETE HEADWALL.  SECTION 32, T 28S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2436 ***********************************************************************
 AD2436  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2436  DESIGNATION -  25.71
 AD2436  PID         -  AD2436
 AD2436  STATE/COUNTY-  FL/BROWARD
 AD2436  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2436
 AD2436                         *CURRENT SURVEY CONTROL
 AD2436  ___________________________________________________________________
 AD2436* NAD 83(1986)-  26 03 20.     (N)    080 06 48.     (W)     SCALED    
 AD2436* NAVD 88     -         7.292  (meters)      23.92   (feet)  ADJUSTED  
 AD2436  ___________________________________________________________________
 AD2436  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD2436  DYNAMIC HT  -           7.280 (meters)      23.88  (feet)  COMP
 AD2436  MODELED GRAV-     979,051.7   (mgal)                       NAVD 88
 AD2436
 AD2436  VERT ORDER  -  SECOND    CLASS 0
 AD2436
 AD2436.The horizontal coordinates were scaled from a topographic map and have
 AD2436.an estimated accuracy of +/- 6 seconds.
 AD2436
 AD2436.The orthometric height was determined by differential leveling
 AD2436.and adjusted by the National Geodetic Survey in June 1991..
 AD2436
 AD2436.This Tidal Bench Mark is designated as VM 5721
 AD2436.by the Center for Operational Oceanographic Products and Services.
 AD2436
 AD2436.The geoid height was determined by GEOID03.
 AD2436
 AD2436.The dynamic height is computed by dividing the NAVD 88
 AD2436.geopotential number by the normal gravity value computed on the
 AD2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2436.degrees latitude (g = 980.6199 gals.).
 AD2436
 AD2436.The modeled gravity was interpolated from observed gravity values.
 AD2436
 AD2436;                    North         East    Units  Estimated Accuracy
 AD2436;SPC FL E     -   191,070.      288,730.      MT  (+/- 180 meters Scaled)
 AD2436
 AD2436                          SUPERSEDED SURVEY CONTROL
 AD2436
 AD2436  NGVD 29 (09/01/92)    7.772  (m)           25.50   (f) ADJUSTED    2 0
 AD2436
 AD2436.Superseded values are not recommended for survey control.
 AD2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2436.See file dsdata.txt to determine how the superseded data were derived.
 AD2436
 AD2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ886821(NAD 83)
 AD2436_MARKER: DB = BENCH MARK DISK
 AD2436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2436_SP_SET: CONCRETE BRIDGE BANNISTER
 AD2436_STAMPING: 25.71
 AD2436_MARK LOGO: FLDT  
 AD2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2436
 AD2436  HISTORY     - Date     Condition        Report By
 AD2436  HISTORY     - UNK      MONUMENTED       FLHD
 AD2436  HISTORY     - 1970     GOOD             NGS
 AD2436  HISTORY     - 1974     GOOD             NGS
 AD2436  HISTORY     - 1981     GOOD             FLDNR
 AD2436  HISTORY     - 1986     GOOD             FLDNR
 AD2436  HISTORY     - 1988     GOOD             USPSQD
 AD2436  HISTORY     - 1990     GOOD             USPSQD
 AD2436  HISTORY     - 1991     GOOD             USPSQD
 AD2436  HISTORY     - 19980319 GOOD             USPSQD
 AD2436  HISTORY     - 20021029 POOR             USPSQD
 AD2436  HISTORY     - 20021222 POOR             USPSQD
 AD2436
 AD2436                          STATION DESCRIPTION
 AD2436
 AD2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2436'2.2 MI E FROM DANIA.
 AD2436'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2436'OF U.S. HIGHWAY 1 AT DANIA, THENCE 0.15 MILE NORTH ALONG A BLACK
 AD2436'TOPPED ROAD, SET ON THE TOP OF THE WEST BANNISTER OF A BRIDGE
 AD2436'OVER NEW RIVER SOUND, 15.9 FEET WEST OF THE CENTER LINE OF THE
 AD2436'ROAD, 5.3 FEET SOUTH OF THE NORTH END OF THE BANNISTER AND 3
 AD2436'FEET ABOVE THE LEVEL OF THE ROAD.
 AD2436
 AD2436                          STATION RECOVERY (1974)
 AD2436
 AD2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1981)
 AD2436
 AD2436'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1986)
 AD2436
 AD2436'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1988)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1990)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1991)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1998)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (2002)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD2436'MARK RECOVERED IN POOR CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (2002)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD2436'BM NUMBER UNREADABLE ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5856 ***********************************************************************
 AD5856  DESIGNATION -  25.815 FLDT
 AD5856  PID         -  AD5856
 AD5856  STATE/COUNTY-  FL/BROWARD
 AD5856  USGS QUAD   -  POMPANO BEACH (1983)
 AD5856
 AD5856                         *CURRENT SURVEY CONTROL
 AD5856  ___________________________________________________________________
 AD5856* NAD 83(1986)-  26 10 03.     (N)    080 06 16.     (W)     SCALED    
 AD5856* NAVD 88     -         7.384  (meters)      24.23   (feet)  ADJUSTED  
 AD5856  ___________________________________________________________________
 AD5856  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AD5856  DYNAMIC HT  -           7.373 (meters)      24.19  (feet)  COMP
 AD5856  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AD5856
 AD5856  VERT ORDER  -  SECOND    CLASS I
 AD5856
 AD5856.The horizontal coordinates were scaled from a topographic map and have
 AD5856.an estimated accuracy of +/- 6 seconds.
 AD5856
 AD5856.The orthometric height was determined by differential leveling
 AD5856.and adjusted by the National Geodetic Survey in June 1991..
 AD5856
 AD5856.The geoid height was determined by GEOID03.
 AD5856
 AD5856.The dynamic height is computed by dividing the NAVD 88
 AD5856.geopotential number by the normal gravity value computed on the
 AD5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5856.degrees latitude (g = 980.6199 gals.).
 AD5856
 AD5856.The modeled gravity was interpolated from observed gravity values.
 AD5856
 AD5856;                    North         East    Units  Estimated Accuracy
 AD5856;SPC FL E     -   203,480.      289,530.      MT  (+/- 180 meters Scaled)
 AD5856
 AD5856                          SUPERSEDED SURVEY CONTROL
 AD5856
 AD5856  NGVD 29 (09/01/92)    7.867  (m)           25.81   (f) ADJUSTED    2 1
 AD5856
 AD5856.Superseded values are not recommended for survey control.
 AD5856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5856.See file dsdata.txt to determine how the superseded data were derived.
 AD5856
 AD5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ895945(NAD 83)
 AD5856_MARKER: DB = BENCH MARK DISK
 AD5856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5856_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD5856_STAMPING: 25.815
 AD5856_MARK LOGO: FLDT  
 AD5856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5856
 AD5856  HISTORY     - Date     Condition        Report By
 AD5856  HISTORY     - UNK      MONUMENTED       FLDT
 AD5856  HISTORY     - 1981     GOOD             FLDNR
 AD5856  HISTORY     - 1989     GOOD             USPSQD
 AD5856  HISTORY     - 1990     GOOD             USPSQD
 AD5856  HISTORY     - 1990     GOOD             USPSQD
 AD5856  HISTORY     - 19980207 GOOD             USPSQD
 AD5856  HISTORY     - 20021006 GOOD             USPSQD
 AD5856
 AD5856                          STATION DESCRIPTION
 AD5856
 AD5856'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5856'IN FORT LAUDERDALE.
 AD5856'BEGIN AT THE JUNCTION OF STATE ROAD 816 (OAKLAND PARK BOULEVARD)
 AD5856'WITH STATE ROAD A1A, GO 0.1 MILE WEST ON STATE ROAD 816 TO A
 AD5856'DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS
 AD5856'SET IN THE NORTHEAST BRIDGE ABUTMENT, 21 FEET NORTH OF THE CENTERLINE
 AD5856'OF THE WESTBOUND LANE.
 AD5856'THE MARK IS 1 FT ABOVE HIGHWAY.
 AD5856
 AD5856                          STATION RECOVERY (1989)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (1990)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (1990)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (1998)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (2002)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5858 ***********************************************************************
 AD5858  DESIGNATION -  25.850 FLDT
 AD5858  PID         -  AD5858
 AD5858  STATE/COUNTY-  FL/BROWARD
 AD5858  USGS QUAD   -  POMPANO BEACH (1983)
 AD5858
 AD5858                         *CURRENT SURVEY CONTROL
 AD5858  ___________________________________________________________________
 AD5858* NAD 83(1986)-  26 10 03.     (N)    080 06 16.     (W)     SCALED    
 AD5858* NAVD 88     -         7.418  (meters)      24.34   (feet)  ADJUSTED  
 AD5858  ___________________________________________________________________
 AD5858  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AD5858  DYNAMIC HT  -           7.407 (meters)      24.30  (feet)  COMP
 AD5858  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AD5858
 AD5858  VERT ORDER  -  SECOND    CLASS I
 AD5858
 AD5858.The horizontal coordinates were scaled from a topographic map and have
 AD5858.an estimated accuracy of +/- 6 seconds.
 AD5858
 AD5858.The orthometric height was determined by differential leveling
 AD5858.and adjusted by the National Geodetic Survey in June 1991..
 AD5858
 AD5858.The geoid height was determined by GEOID03.
 AD5858
 AD5858.The dynamic height is computed by dividing the NAVD 88
 AD5858.geopotential number by the normal gravity value computed on the
 AD5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5858.degrees latitude (g = 980.6199 gals.).
 AD5858
 AD5858.The modeled gravity was interpolated from observed gravity values.
 AD5858
 AD5858;                    North         East    Units  Estimated Accuracy
 AD5858;SPC FL E     -   203,480.      289,530.      MT  (+/- 180 meters Scaled)
 AD5858
 AD5858                          SUPERSEDED SURVEY CONTROL
 AD5858
 AD5858  NGVD 29 (09/01/92)    7.901  (m)           25.92   (f) ADJUSTED    2 1
 AD5858
 AD5858.Superseded values are not recommended for survey control.
 AD5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5858.See file dsdata.txt to determine how the superseded data were derived.
 AD5858
 AD5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ895945(NAD 83)
 AD5858_MARKER: DB = BENCH MARK DISK
 AD5858_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5858_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD5858_STAMPING: 25.850
 AD5858_MARK LOGO: FLDT  
 AD5858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5858
 AD5858  HISTORY     - Date     Condition        Report By
 AD5858  HISTORY     - UNK      MONUMENTED       FLDT
 AD5858  HISTORY     - 1981     GOOD             FLDNR
 AD5858  HISTORY     - 1989     GOOD             USPSQD
 AD5858  HISTORY     - 1990     GOOD             USPSQD
 AD5858  HISTORY     - 1990     GOOD             USPSQD
 AD5858  HISTORY     - 19980207 GOOD             USPSQD
 AD5858  HISTORY     - 20021006 GOOD             USPSQD
 AD5858
 AD5858                          STATION DESCRIPTION
 AD5858
 AD5858'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5858'IN FORT LAUDERDALE.
 AD5858'BEGIN AT THE JUNCTION OF STATE ROAD 816 (OAKLAND PARK BLVD) AND STATE
 AD5858'ROAD A1A, GO 0.1 MILE WEST ON STATE ROAD 816 TO A DRAWBRIDGE OVER THE
 AD5858'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS SET IN THE SOUTHWEST
 AD5858'BRIDGE ABUTMENT, 21 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AD5858'LANE.
 AD5858'THE MARK IS 1 FT ABOVE HIGHWAY.
 AD5858
 AD5858                          STATION RECOVERY (1989)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (1990)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (1990)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (1998)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (2002)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0123 ***********************************************************************
 AG0123  DESIGNATION -  259 FLHD
 AG0123  PID         -  AG0123
 AG0123  STATE/COUNTY-  FL/PINELLAS
 AG0123  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0123
 AG0123                         *CURRENT SURVEY CONTROL
 AG0123  ___________________________________________________________________
 AG0123* NAD 83(1986)-  27 59 01.     (N)    082 43 47.     (W)     SCALED    
 AG0123* NAVD 88     -        17.098  (meters)      56.10   (feet)  ADJUSTED  
 AG0123  ___________________________________________________________________
 AG0123  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AG0123  DYNAMIC HT  -          17.073 (meters)      56.01  (feet)  COMP
 AG0123  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AG0123
 AG0123  VERT ORDER  -  SECOND    CLASS II
 AG0123
 AG0123.The horizontal coordinates were scaled from a topographic map and have
 AG0123.an estimated accuracy of +/- 6 seconds.
 AG0123
 AG0123.The orthometric height was determined by differential leveling
 AG0123.and adjusted by the National Geodetic Survey in June 1991..
 AG0123
 AG0123.The geoid height was determined by GEOID03.
 AG0123
 AG0123.The dynamic height is computed by dividing the NAVD 88
 AG0123.geopotential number by the normal gravity value computed on the
 AG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0123.degrees latitude (g = 980.6199 gals.).
 AG0123
 AG0123.The modeled gravity was interpolated from observed gravity values.
 AG0123
 AG0123;                    North         East    Units  Estimated Accuracy
 AG0123;SPC FL W     -   404,610.      128,220.      MT  (+/- 180 meters Scaled)
 AG0123
 AG0123                          SUPERSEDED SURVEY CONTROL
 AG0123
 AG0123  NGVD 29 (??/??/92)   17.360  (m)           56.96   (f) ADJ UNCH    2 2
 AG0123
 AG0123.Superseded values are not recommended for survey control.
 AG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0123.See file dsdata.txt to determine how the superseded data were derived.
 AG0123
 AG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298965(NAD 83)
 AG0123_MARKER: DD = SURVEY DISK
 AG0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0123_SP_SET: HEADWALL
 AG0123_STAMPING: 259
 AG0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0123
 AG0123  HISTORY     - Date     Condition        Report By
 AG0123  HISTORY     - UNK      MONUMENTED       FLHD
 AG0123  HISTORY     - 1976     GOOD             FLDT
 AG0123
 AG0123                          STATION DESCRIPTION
 AG0123
 AG0123'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0123'AT CLEARWATER.
 AG0123'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0123'580, RUN SOUTHERLY ON U.S. 19 FOR 2.55 MILE.  STATION ON LEFT,
 AG0123'63.0 FT. EAST OF THE CENTERLINE OF U.S. 19.  SET IN TOP OF
 AG0123'CONCRETE HEADWALL.  SECTION 5, T 29 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0393 ***********************************************************************
 AR0393  DESIGNATION -  26 70 A 06
 AR0393  PID         -  AR0393
 AR0393  STATE/COUNTY-  FL/ALACHUA
 AR0393  USGS QUAD   -  GAINESVILLE WEST (1993)
 AR0393
 AR0393                         *CURRENT SURVEY CONTROL
 AR0393  ___________________________________________________________________
 AR0393* NAD 83(1986)-  29 39 02.     (N)    082 22 29.     (W)     SCALED    
 AR0393* NAVD 88     -        22.652  (meters)      74.32   (feet)  ADJUSTED  
 AR0393  ___________________________________________________________________
 AR0393  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR0393  DYNAMIC HT  -          22.622 (meters)      74.22  (feet)  COMP
 AR0393  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AR0393
 AR0393  VERT ORDER  -  SECOND    CLASS 0
 AR0393
 AR0393.The horizontal coordinates were scaled from a topographic map and have
 AR0393.an estimated accuracy of +/- 6 seconds.
 AR0393
 AR0393.The orthometric height was determined by differential leveling
 AR0393.and adjusted by the National Geodetic Survey in June 1991..
 AR0393
 AR0393.The geoid height was determined by GEOID03.
 AR0393
 AR0393.The dynamic height is computed by dividing the NAVD 88
 AR0393.geopotential number by the normal gravity value computed on the
 AR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0393.degrees latitude (g = 980.6199 gals.).
 AR0393
 AR0393.The modeled gravity was interpolated from observed gravity values.
 AR0393
 AR0393;                    North         East    Units  Estimated Accuracy
 AR0393;SPC FL N     -    74,030.      805,760.      MT  (+/- 180 meters Scaled)
 AR0393
 AR0393                          SUPERSEDED SURVEY CONTROL
 AR0393
 AR0393  NGVD 29 (??/??/92)   22.908  (m)           75.16   (f) ADJ UNCH    2 0
 AR0393
 AR0393.Superseded values are not recommended for survey control.
 AR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0393.See file dsdata.txt to determine how the superseded data were derived.
 AR0393
 AR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN669808(NAD 83)
 AR0393_MARKER: DD = SURVEY DISK
 AR0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0393_STAMPING: 26 70 A06
 AR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0393+STABILITY: SURFACE MOTION
 AR0393
 AR0393  HISTORY     - Date     Condition        Report By
 AR0393  HISTORY     - UNK      MONUMENTED       FLDT
 AR0393  HISTORY     - 1974     GOOD             FLDT
 AR0393
 AR0393                          STATION DESCRIPTION
 AR0393
 AR0393'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 AR0393'2 MI W FROM GAINESVILLE.
 AR0393'FROM THE INTERSECTION OF STATE ROAD 26 AND U.S. ROUTE 441 IN
 AR0393'GAINESVILLE, PROCEED WEST ON STATE ROAD 26 FOR ABOUT 0.7 MILES
 AR0393'TO STATE ROAD 26A, THEN WEST ALONG STATE ROAD 26A FOR ABOUT
 AR0393'1.35 MILES AND THE REFERENCE MARK, WHICH IS SET IN THE TOP OF
 AR0393'A SQUARE CONCRETE POST 10 INCHES BELOW GROUND.  IT IS 33.8 FEET
 AR0393'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROAD 26A, 114.0 FEET
 AR0393'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE GUARDRAIL
 AR0393'FOR ROAD BRIDGE OVER HAGTOWN CREEK, 115.3 FEET NORTHEAST OF
 AR0393'POWER POLE A240 SUPPORTING 3 TRANSFORMERS, AND 3.4 FEET NORTH
 AR0393'OF A METAL WITNESS POST.  SECTION 2, T10S, R19E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8212 ***********************************************************************
 AD8212  DESIGNATION -  26 BRP
 AD8212  PID         -  AD8212
 AD8212  STATE/COUNTY-  FL/PALM BEACH
 AD8212  USGS QUAD   -  SIXMILE BEND (1970)
 AD8212
 AD8212                         *CURRENT SURVEY CONTROL
 AD8212  ___________________________________________________________________
 AD8212* NAD 83(1986)-  26 40 41.     (N)    080 30 31.     (W)     SCALED    
 AD8212* NAVD 88     -         5.662  (meters)      18.58   (feet)  ADJUSTED  
 AD8212  ___________________________________________________________________
 AD8212  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AD8212  DYNAMIC HT  -           5.654 (meters)      18.55  (feet)  COMP
 AD8212  MODELED GRAV-     979,107.6   (mgal)                       NAVD 88
 AD8212
 AD8212  VERT ORDER  -  FIRST     CLASS II
 AD8212
 AD8212.The horizontal coordinates were scaled from a topographic map and have
 AD8212.an estimated accuracy of +/- 6 seconds.
 AD8212
 AD8212.The orthometric height was determined by differential leveling
 AD8212.and adjusted by the National Geodetic Survey in September 1992..
 AD8212
 AD8212.The geoid height was determined by GEOID03.
 AD8212
 AD8212.The dynamic height is computed by dividing the NAVD 88
 AD8212.geopotential number by the normal gravity value computed on the
 AD8212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8212.degrees latitude (g = 980.6199 gals.).
 AD8212
 AD8212.The modeled gravity was interpolated from observed gravity values.
 AD8212
 AD8212;                    North         East    Units  Estimated Accuracy
 AD8212;SPC FL E     -   259,830.      248,910.      MT  (+/- 180 meters Scaled)
 AD8212
 AD8212                          SUPERSEDED SURVEY CONTROL
 AD8212
 AD8212  NGVD 29 (09/01/92)    6.106  (m)           20.03   (f) ADJUSTED    1 2
 AD8212
 AD8212.Superseded values are not recommended for survey control.
 AD8212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8212.See file dsdata.txt to determine how the superseded data were derived.
 AD8212
 AD8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK488508(NAD 83)
 AD8212_MARKER: DE = TRAVERSE STATION DISK
 AD8212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD8212_SP_SET: ABUTMENT
 AD8212_STAMPING: 26 BRP 1969
 AD8212_MARK LOGO: USGS  
 AD8212_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8212+STABILITY: SURFACE MOTION
 AD8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8212+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1992
 AD8212
 AD8212  HISTORY     - Date     Condition        Report By
 AD8212  HISTORY     - 1969     MONUMENTED       USGS
 AD8212  HISTORY     - 19920317 GOOD             NGS
 AD8212
 AD8212                          STATION DESCRIPTION
 AD8212
 AD8212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8212'18.3 KM (11.35 MI) EASTERLY ALONG STATE HIGHWAY 880 FROM THE JUNCTION
 AD8212'OF STATE HIGHWAY 80 IN BELLE GLADE, IN TOP OF AND 0.4 M (1.3 FT)
 AD8212'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 AD8212'930913 SPANNING A CANAL, AND 8.3 M (27.2 FT) SOUTH OF AND LEVEL WITH
 AD8212'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6983 ***********************************************************************
 AI6983  DESIGNATION -  26 CMP
 AI6983  PID         -  AI6983
 AI6983  STATE/COUNTY-  FL/PUTNAM
 AI6983  USGS QUAD   -  CRESCENT CITY (1994)
 AI6983
 AI6983                         *CURRENT SURVEY CONTROL
 AI6983  ___________________________________________________________________
 AI6983* NAD 83(1986)-  29 26 25.     (N)    081 34 02.     (W)     SCALED    
 AI6983* NAVD 88     -        12.185  (meters)      39.98   (feet)  ADJUSTED  
 AI6983  ___________________________________________________________________
 AI6983  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AI6983  DYNAMIC HT  -          12.168 (meters)      39.92  (feet)  COMP
 AI6983  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AI6983
 AI6983  VERT ORDER  -  SECOND    CLASS I
 AI6983
 AI6983.The horizontal coordinates were scaled from a topographic map and have
 AI6983.an estimated accuracy of +/- 6 seconds.
 AI6983
 AI6983.The orthometric height was determined by differential leveling
 AI6983.and adjusted by the National Geodetic Survey in April 2001..
 AI6983
 AI6983.The geoid height was determined by GEOID03.
 AI6983
 AI6983.The dynamic height is computed by dividing the NAVD 88
 AI6983.geopotential number by the normal gravity value computed on the
 AI6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6983.degrees latitude (g = 980.6199 gals.).
 AI6983
 AI6983.The modeled gravity was interpolated from observed gravity values.
 AI6983
 AI6983;                    North         East    Units  Estimated Accuracy
 AI6983;SPC FL E     -   565,960.      144,970.      MT  (+/- 180 meters Scaled)
 AI6983
 AI6983                          SUPERSEDED SURVEY CONTROL
 AI6983
 AI6983.No superseded survey control is available for this station.
 AI6983
 AI6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN449569(NAD 83)
 AI6983_MARKER: DB = BENCH MARK DISK
 AI6983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6983_SP_SET: CULVERT HEADWALL
 AI6983_STAMPING: 26 CMP 1969
 AI6983_MARK LOGO: USGS  
 AI6983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6983+STABILITY: SURFACE MOTION
 AI6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6983+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2002
 AI6983
 AI6983  HISTORY     - Date     Condition        Report By
 AI6983  HISTORY     - 1969     MONUMENTED       USGS
 AI6983  HISTORY     - 19930914 GOOD             FLDEP
 AI6983  HISTORY     - 20020713 GOOD             FLDEP
 AI6983
 AI6983                          STATION DESCRIPTION
 AI6983
 AI6983'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6983'THE MARK IS ABOUT 3.4 MI (5.5 KM) WEST OF CRESCENT CITY, 4.7 MI (7.6
 AI6983'KM) EAST OF FRUITLAND IN PUTNAM COUNTY, SECTION 22, TOWNSHIP 12 SOUTH,
 AI6983'RANGE 27 EAST. TO REACH THE MARK FROM THE T JUNCTION OF COUNTY ROADS
 AI6983'C-309 AND C-308 IN FRUITLAND, GO NORTHEAST ON COUNTY ROAD C-308 FOR
 AI6983'4.7 MI (7.6 KM) TO THE MARK ON THE RIGHT. LOCATED AT A DRAIN CROSSING
 AI6983'IN THE CENTER OF THE SOUTH HEADWALL OF THE CULVERT, 25.3 FT (7.7 M)
 AI6983'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 20.0 FT (6.1 M) SOUTH
 AI6983'OF THE CENTERLINE OF COUNTY ROAD 308, 16.8 FT (5.1 M) SOUTH WEST OF
 AI6983'THE NORTHEAST END OF THE HEADWALL, 16.8 FT (5.1 M) WEST OF A CARSONITE
 AI6983'WITNESS POST AND 0.4 FT (12.2 CM) HIGHER THAN THE LEVEL OF THE ROAD.
 AI6983
 AI6983                          STATION RECOVERY (2002)
 AI6983
 AI6983'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI6983'RECOVERED IN GOOD CONDITION.
 AI6983' 
 AI6983'THE MARK IS ABOUT 4.7 MI EAST OF FRUITLAND, 3.4 MI WEST OF CRESCENT
 AI6983'CITY, IN SECTION 22,
 AI6983'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6983' 
 AI6983'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6983'HIGHWAY 17 IN CRESCENT
 AI6983'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6983'HUNTINGTON SHORTCUT
 AI6983'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 0.3 MI TO THE
 AI6983'MARK ON THE LEFT,
 AI6983'SET FLUSH IN THE CENTER OF THE CULVERT HEADWALL.
 AI6983' 
 AI6983'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7395 ***********************************************************************
 AG7395  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7395  DESIGNATION -  26 FLDT
 AG7395  PID         -  AG7395
 AG7395  STATE/COUNTY-  FL/SARASOTA
 AG7395  USGS QUAD   -  SARASOTA (1992)
 AG7395
 AG7395                         *CURRENT SURVEY CONTROL
 AG7395  ___________________________________________________________________
 AG7395* NAD 83(1986)-  27 20 11.     (N)    082 35 18.     (W)     SCALED    
 AG7395* NAVD 88     -         0.532  (meters)       1.75   (feet)  ADJUSTED  
 AG7395  ___________________________________________________________________
 AG7395  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG7395  DYNAMIC HT  -           0.532 (meters)       1.75  (feet)  COMP
 AG7395  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 AG7395
 AG7395  VERT ORDER  -  SECOND    CLASS I
 AG7395
 AG7395.The horizontal coordinates were scaled from a topographic map and have
 AG7395.an estimated accuracy of +/- 6 seconds.
 AG7395
 AG7395.The orthometric height was determined by differential leveling
 AG7395.and adjusted by the National Geodetic Survey in June 1991..
 AG7395
 AG7395.This Tidal Bench Mark is designated as VM 6129
 AG7395.by the Center for Operational Oceanographic Products and Services.
 AG7395
 AG7395.The geoid height was determined by GEOID03.
 AG7395
 AG7395.The dynamic height is computed by dividing the NAVD 88
 AG7395.geopotential number by the normal gravity value computed on the
 AG7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7395.degrees latitude (g = 980.6199 gals.).
 AG7395
 AG7395.The modeled gravity was interpolated from observed gravity values.
 AG7395
 AG7395;                    North         East    Units  Estimated Accuracy
 AG7395;SPC FL W     -   332,810.      141,780.      MT  (+/- 180 meters Scaled)
 AG7395
 AG7395                          SUPERSEDED SURVEY CONTROL
 AG7395
 AG7395.No superseded survey control is available for this station.
 AG7395
 AG7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL428246(NAD 83)
 AG7395_MARKER: DB = BENCH MARK DISK
 AG7395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7395_SP_SET: CONCRETE POST
 AG7395_STAMPING: DOT BM 26 EL-2.817
 AG7395_MARK LOGO: FLDT  
 AG7395_PROJECTION: FLUSH
 AG7395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7395+STABILITY: SURFACE MOTION
 AG7395
 AG7395  HISTORY     - Date     Condition        Report By
 AG7395  HISTORY     - 1978     MONUMENTED       FLDT
 AG7395  HISTORY     - 1979     GOOD             FLDNR
 AG7395  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG7395  HISTORY     - 1983     GOOD             FLDNR
 AG7395
 AG7395                          STATION DESCRIPTION
 AG7395
 AG7395'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7395'SARASOTA.
 AG7395'BEGIN AT THE SOUTH END OF THE BRIDGE OVER NEW PASS, PROCEED 0.4 MILES
 AG7395'NORTH ON STATE HIGHWAY 789. THE MARK BEARS 52.0 FEET EAST OF THE
 AG7395'CENTERLINE OF STATE HIGHWAY 789, 25.0 FEET SOUTH OF CONCRETE POWER
 AG7395'POLE, AND ABOUT 88 YARDS SOUTHEAST OF BM NO 3 1975 (NOS).
 AG7395'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AG7395
 AG7395                          STATION RECOVERY (1983)
 AG7395
 AG7395'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7395'MARK NOT FOUND.
 AG7395
 AG7395                          STATION RECOVERY (1983)
 AG7395
 AG7395'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7395'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7395'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7395'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7395'789, GO 1.6 MILES NORTH ALONG STATE ROAD 789 TO THE VICINITY OF THE
 AG7395'MARK.  THE MARK BEARS 52 FEET EAST OF THE CENTERLINE OF STATE ROAD
 AG7395'789, 25 FEET SOUTH OF A CONCRETE POWER POLE, AND 4.3 FEET NORTHEAST OF
 AG7395'THE NORTHEAST EDGE OF THE SIDEWALK.
 AG7395'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0720 ***********************************************************************
 AQ0720  DESIGNATION -  26 JAS
 AQ0720  PID         -  AQ0720
 AQ0720  STATE/COUNTY-  FL/LAKE
 AQ0720  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ0720
 AQ0720                         *CURRENT SURVEY CONTROL
 AQ0720  ___________________________________________________________________
 AQ0720* NAD 83(1986)-  29 10 12.     (N)    081 38 11.     (W)     SCALED    
 AQ0720* NAVD 88     -        12.933  (meters)      42.43   (feet)  ADJUSTED  
 AQ0720  ___________________________________________________________________
 AQ0720  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ0720  DYNAMIC HT  -          12.915 (meters)      42.37  (feet)  COMP
 AQ0720  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 AQ0720
 AQ0720  VERT ORDER  -  FIRST     CLASS II
 AQ0720
 AQ0720.The horizontal coordinates were scaled from a topographic map and have
 AQ0720.an estimated accuracy of +/- 6 seconds.
 AQ0720
 AQ0720.The orthometric height was determined by differential leveling
 AQ0720.and adjusted by the National Geodetic Survey in June 1991..
 AQ0720
 AQ0720.The geoid height was determined by GEOID03.
 AQ0720
 AQ0720.The dynamic height is computed by dividing the NAVD 88
 AQ0720.geopotential number by the normal gravity value computed on the
 AQ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0720.degrees latitude (g = 980.6199 gals.).
 AQ0720
 AQ0720.The modeled gravity was interpolated from observed gravity values.
 AQ0720
 AQ0720;                    North         East    Units  Estimated Accuracy
 AQ0720;SPC FL E     -   536,040.      138,100.      MT  (+/- 180 meters Scaled)
 AQ0720
 AQ0720                          SUPERSEDED SURVEY CONTROL
 AQ0720
 AQ0720  NGVD 29 (??/??/92)   13.254  (m)           43.48   (f) ADJ UNCH    1 2
 AQ0720
 AQ0720.Superseded values are not recommended for survey control.
 AQ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0720.See file dsdata.txt to determine how the superseded data were derived.
 AQ0720
 AQ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN381269(NAD 83)
 AQ0720_MARKER: DD = SURVEY DISK
 AQ0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0720_SP_SET: CULVERT HEADWALL
 AQ0720_STAMPING: 26 JAS 1966 43
 AQ0720_MARK LOGO: USGS  
 AQ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0720+STABILITY: SURFACE MOTION
 AQ0720
 AQ0720  HISTORY     - Date     Condition        Report By
 AQ0720  HISTORY     - 1966     MONUMENTED       USGS
 AQ0720  HISTORY     - 1968     GOOD             NGS
 AQ0720  HISTORY     - 1985     GOOD             FLDNR
 AQ0720  HISTORY     - 1989     GOOD             USPSQD
 AQ0720  HISTORY     - 1990     GOOD             USPSQD
 AQ0720  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AQ0720
 AQ0720                          STATION DESCRIPTION
 AQ0720
 AQ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0720'7.5 MI W FROM ASTOR.
 AQ0720'ABOUT 7.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0720'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 0.35
 AQ0720'MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 19, SET ON THE
 AQ0720'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL FOR A 36-INCH
 AQ0720'PIPE CULVERT UNDER THE HIGHWAY, 38 FEET SOUTH OF THE CENTER
 AQ0720'LINE OF THE HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AQ0720
 AQ0720                          STATION RECOVERY (1985)
 AQ0720
 AQ0720'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ0720'RECOVERED IN GOOD CONDITION.
 AQ0720
 AQ0720                          STATION RECOVERY (1989)
 AQ0720
 AQ0720'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHT)
 AQ0720'RECOVERED IN GOOD CONDITION.
 AQ0720
 AQ0720                          STATION RECOVERY (1990)
 AQ0720
 AQ0720'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0720'RECOVERED IN GOOD CONDITION.
 AQ0720
 AQ0720                          STATION RECOVERY (1997)
 AQ0720
 AQ0720'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2261 ***********************************************************************
 BD2261  DESIGNATION -  26 JDK
 BD2261  PID         -  BD2261
 BD2261  STATE/COUNTY-  FL/DUVAL
 BD2261  USGS QUAD   -  MACCLENNY EAST (1972)
 BD2261
 BD2261                         *CURRENT SURVEY CONTROL
 BD2261  ___________________________________________________________________
 BD2261* NAD 83(1986)-  30 18 11.     (N)    082 00 29.     (W)     SCALED    
 BD2261* NAVD 88     -        23.948  (meters)      78.57   (feet)  ADJUSTED  
 BD2261  ___________________________________________________________________
 BD2261  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BD2261  DYNAMIC HT  -          23.917 (meters)      78.47  (feet)  COMP
 BD2261  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BD2261
 BD2261  VERT ORDER  -  FIRST     CLASS II
 BD2261
 BD2261.The horizontal coordinates were scaled from a topographic map and have
 BD2261.an estimated accuracy of +/- 6 seconds.
 BD2261
 BD2261.The orthometric height was determined by differential leveling
 BD2261.and adjusted by the National Geodetic Survey in June 1991..
 BD2261
 BD2261.The geoid height was determined by GEOID03.
 BD2261
 BD2261.The dynamic height is computed by dividing the NAVD 88
 BD2261.geopotential number by the normal gravity value computed on the
 BD2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2261.degrees latitude (g = 980.6199 gals.).
 BD2261
 BD2261.The modeled gravity was interpolated from observed gravity values.
 BD2261
 BD2261;                    North         East    Units  Estimated Accuracy
 BD2261;SPC FL E     -   661,890.      103,040.      MT  (+/- 180 meters Scaled)
 BD2261
 BD2261                          SUPERSEDED SURVEY CONTROL
 BD2261
 BD2261.No superseded survey control is available for this station.
 BD2261
 BD2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP030527(NAD 83)
 BD2261_MARKER: DB = BENCH MARK DISK
 BD2261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD2261_SP_SET: WINGWALL
 BD2261_STAMPING: 26 JDK 1962 80 FT
 BD2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2261
 BD2261  HISTORY     - Date     Condition        Report By
 BD2261  HISTORY     - 1962     MONUMENTED       USGS
 BD2261  HISTORY     - 1979     GOOD             NGS
 BD2261  HISTORY     - 2003     MARK NOT FOUND   FLDEP
 BD2261
 BD2261                          STATION DESCRIPTION
 BD2261
 BD2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BD2261'2.0 MI WEST FROM BALDWIN.
 BD2261'2.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE CITY HALL IN BALDWIN
 BD2261'TO THE MARK ON THE RIGHT, SET IN TOP OF THE NORTHEAST WINGWALL OF
 BD2261'CULVERT UNDER HIGHWAY 90, AT THE JUNCTION OF HIGHWAY 90 AND COUNTY
 BD2261'ROAD 121, 40 FEET EAST OF CENTER OF COUNTY ROAD 121, 26 FEET NORTH
 BD2261'OF THE CENTERLINE OF HIGHWAY 90, 24 FEET SOUTHWEST OF POWER POLE
 BD2261'NUMBER 3 1584 79.
 BD2261'THE MARK IS 1 FT ABOVE HIGHWAY 90.
 BD2261
 BD2261                          STATION RECOVERY (2003)
 BD2261
 BD2261'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 BD2261'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND, THE WINGWALL HAS
 BD2261'BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1352 ***********************************************************************
 AQ1352  DESIGNATION -  26 WSM
 AQ1352  PID         -  AQ1352
 AQ1352  STATE/COUNTY-  FL/VOLUSIA
 AQ1352  USGS QUAD   -  SAMSULA (1993)
 AQ1352
 AQ1352                         *CURRENT SURVEY CONTROL
 AQ1352  ___________________________________________________________________
 AQ1352* NAD 83(1986)-  29 00 41.     (N)    081 03 45.     (W)     SCALED    
 AQ1352* NAVD 88     -         8.454  (meters)      27.74   (feet)  ADJUSTED  
 AQ1352  ___________________________________________________________________
 AQ1352  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AQ1352  DYNAMIC HT  -           8.442 (meters)      27.70  (feet)  COMP
 AQ1352  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 AQ1352
 AQ1352  VERT ORDER  -  FIRST     CLASS II
 AQ1352
 AQ1352.The horizontal coordinates were scaled from a topographic map and have
 AQ1352.an estimated accuracy of +/- 6 seconds.
 AQ1352
 AQ1352.The orthometric height was determined by differential leveling
 AQ1352.and adjusted by the National Geodetic Survey in June 1991..
 AQ1352
 AQ1352.The geoid height was determined by GEOID03.
 AQ1352
 AQ1352.The dynamic height is computed by dividing the NAVD 88
 AQ1352.geopotential number by the normal gravity value computed on the
 AQ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1352.degrees latitude (g = 980.6199 gals.).
 AQ1352
 AQ1352.The modeled gravity was interpolated from observed gravity values.
 AQ1352
 AQ1352;                    North         East    Units  Estimated Accuracy
 AQ1352;SPC FL E     -   518,290.      193,910.      MT  (+/- 180 meters Scaled)
 AQ1352
 AQ1352                          SUPERSEDED SURVEY CONTROL
 AQ1352
 AQ1352  NGVD 29 (??/??/92)    8.804  (m)           28.88   (f) ADJ UNCH    1 2
 AQ1352
 AQ1352.Superseded values are not recommended for survey control.
 AQ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1352.See file dsdata.txt to determine how the superseded data were derived.
 AQ1352
 AQ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN939092(NAD 83)
 AQ1352_MARKER: DD = SURVEY DISK
 AQ1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1352_SP_SET: CULVERT
 AQ1352_STAMPING: 26 WSM 29 1961
 AQ1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1352
 AQ1352  HISTORY     - Date     Condition        Report By
 AQ1352  HISTORY     - 1961     MONUMENTED       USGS
 AQ1352  HISTORY     - 1963     GOOD             NGS
 AQ1352  HISTORY     - 1976     GOOD             NGS
 AQ1352  HISTORY     - 1988     GOOD             USPSQD
 AQ1352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1352  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 AQ1352
 AQ1352                          STATION DESCRIPTION
 AQ1352
 AQ1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1352'8.4 MI W FROM NEW SMYRNA BEACH.
 AQ1352'8.45 MILES WEST ALONG STATE HIGHWAY 44 FROM THE FLORIDA EAST COAST
 AQ1352'RAILWAY STATION AT NEW SMYRNA BEACH, 0.4 MILE EAST OF THE JUNCTION
 AQ1352'OF STATE HIGWHAY 415 AND 44 (WEST ONE OF TWO JUNCTION), SET ON
 AQ1352'THE TOP OF THE SOUTH HEAD WALL AND AT THE WEST END OF A TRIPLE
 AQ1352'24-INCH PIPE CULVERT UNDER THE HIGHWAY, 28.3 FEET SOUTH OF THE
 AQ1352'CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 AQ1352'HIGHWAY.
 AQ1352
 AQ1352                          STATION RECOVERY (1976)
 AQ1352
 AQ1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1352'RECOVERED IN GOOD CONDITION.
 AQ1352
 AQ1352                          STATION RECOVERY (1988)
 AQ1352
 AQ1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AQ1352'RECOVERED IN GOOD CONDITION.
 AQ1352
 AQ1352                          STATION RECOVERY (1990)
 AQ1352
 AQ1352'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1352'MARK NOT FOUND.
 AQ1352
 AQ1352                          STATION RECOVERY (1991)
 AQ1352
 AQ1352'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0134 ***********************************************************************
 AG0134  DESIGNATION -  260 FLHD
 AG0134  PID         -  AG0134
 AG0134  STATE/COUNTY-  FL/PINELLAS
 AG0134  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0134
 AG0134                         *CURRENT SURVEY CONTROL
 AG0134  ___________________________________________________________________
 AG0134* NAD 83(1986)-  27 58 31.     (N)    082 43 47.     (W)     SCALED    
 AG0134* NAVD 88     -        15.918  (meters)      52.22   (feet)  ADJUSTED  
 AG0134  ___________________________________________________________________
 AG0134  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG0134  DYNAMIC HT  -          15.895 (meters)      52.15  (feet)  COMP
 AG0134  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 AG0134
 AG0134  VERT ORDER  -  SECOND    CLASS II
 AG0134
 AG0134.The horizontal coordinates were scaled from a topographic map and have
 AG0134.an estimated accuracy of +/- 6 seconds.
 AG0134
 AG0134.The orthometric height was determined by differential leveling
 AG0134.and adjusted by the National Geodetic Survey in June 1991..
 AG0134
 AG0134.The geoid height was determined by GEOID03.
 AG0134
 AG0134.The dynamic height is computed by dividing the NAVD 88
 AG0134.geopotential number by the normal gravity value computed on the
 AG0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0134.degrees latitude (g = 980.6199 gals.).
 AG0134
 AG0134.The modeled gravity was interpolated from observed gravity values.
 AG0134
 AG0134;                    North         East    Units  Estimated Accuracy
 AG0134;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0134
 AG0134                          SUPERSEDED SURVEY CONTROL
 AG0134
 AG0134  NGVD 29 (??/??/92)   16.180  (m)           53.08   (f) ADJ UNCH    2 2
 AG0134
 AG0134.Superseded values are not recommended for survey control.
 AG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0134.See file dsdata.txt to determine how the superseded data were derived.
 AG0134
 AG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0134_MARKER: DD = SURVEY DISK
 AG0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0134_SP_SET: SIDEWALK
 AG0134_STAMPING: 260
 AG0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0134
 AG0134  HISTORY     - Date     Condition        Report By
 AG0134  HISTORY     - UNK      MONUMENTED       FLHD
 AG0134  HISTORY     - 1976     GOOD             FLDT
 AG0134
 AG0134                          STATION DESCRIPTION
 AG0134
 AG0134'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0134'AT CLEARWATER.
 AG0134'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0134'580, RUN SOUTHERLY ON U.S. 19 FOR 3.20 MILE TO THE NORTH END OF
 AG0134'THE NORTH BOUND OVERPASS.  STATION ON LEFT, IN THE NE CORNER OF
 AG0134'NORTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.  SECTION
 AG0134'8, T 29 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1070 ***********************************************************************
 BE1070  DESIGNATION -  260 JWM USGS
 BE1070  PID         -  BE1070
 BE1070  STATE/COUNTY-  FL/JEFFERSON
 BE1070  USGS QUAD   -  LLOYD (1982)
 BE1070
 BE1070                         *CURRENT SURVEY CONTROL
 BE1070  ___________________________________________________________________
 BE1070* NAD 83(1986)-  30 28 41.     (N)    084 00 34.     (W)     SCALED    
 BE1070* NAVD 88     -        22.311  (meters)      73.20   (feet)  ADJUSTED  
 BE1070  ___________________________________________________________________
 BE1070  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE1070  DYNAMIC HT  -          22.282 (meters)      73.10  (feet)  COMP
 BE1070  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BE1070
 BE1070  VERT ORDER  -  FIRST     CLASS II
 BE1070
 BE1070.The horizontal coordinates were scaled from a topographic map and have
 BE1070.an estimated accuracy of +/- 6 seconds.
 BE1070
 BE1070.The orthometric height was determined by differential leveling
 BE1070.and adjusted by the National Geodetic Survey in June 1991..
 BE1070
 BE1070.The geoid height was determined by GEOID03.
 BE1070
 BE1070.The dynamic height is computed by dividing the NAVD 88
 BE1070.geopotential number by the normal gravity value computed on the
 BE1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1070.degrees latitude (g = 980.6199 gals.).
 BE1070
 BE1070.The modeled gravity was interpolated from observed gravity values.
 BE1070
 BE1070;                    North         East    Units  Estimated Accuracy
 BE1070;SPC FL N     -   163,940.      647,100.      MT  (+/- 180 meters Scaled)
 BE1070
 BE1070                          SUPERSEDED SURVEY CONTROL
 BE1070
 BE1070  NGVD 29 (??/??/92)   22.527  (m)           73.91   (f) ADJ UNCH    1 2
 BE1070
 BE1070.Superseded values are not recommended for survey control.
 BE1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1070.See file dsdata.txt to determine how the superseded data were derived.
 BE1070
 BE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU871755(NAD 83)
 BE1070_MARKER: DB = BENCH MARK DISK
 BE1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1070_STAMPING: 74 260 JWM 1951
 BE1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1070+STABILITY: SURFACE MOTION
 BE1070
 BE1070  HISTORY     - Date     Condition        Report By
 BE1070  HISTORY     - 1951     MONUMENTED       USGS
 BE1070  HISTORY     - 1954     GOOD             NGS
 BE1070  HISTORY     - 1974     GOOD             FLDT
 BE1070  HISTORY     - 1978     GOOD             FLDNR
 BE1070
 BE1070                          STATION DESCRIPTION
 BE1070
 BE1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE1070'0.7 MI E FROM LLOYD.
 BE1070'ABOUT 0.7 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BE1070'STATION AT LLOYD, ABOUT 0.5 MILE WEST OF MILE POST 780, AT A
 BE1070'ROAD CROSSING, 162 1/2 FEET NORTH OF NORTH RAIL, 49 FEET NORTH OF
 BE1070'CENTER LINE OF A ROAD PARALLEL TO TRACK, 181 FEET NORTHWEST OF
 BE1070'CENTER OF CROSSING OF ROAD LEADING SOUTH, 70 FEET NORTHWEST OF
 BE1070'CENTER OF JUNCTION OF ROAD PARALLEL TO TRACK AND ROAD SOUTH, 22
 BE1070'FEET SOUTH OF A 22-INCH PINE TREE, ABOUT 6 FEET BELOW LEVEL OF
 BE1070'TRACK, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 BE1070'CONCRETE POST PROJECTING 3 INCHES.
 BE1070
 BE1070                          STATION RECOVERY (1974)
 BE1070
 BE1070'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE1070'RECOVERED IN GOOD CONDITION.
 BE1070
 BE1070                          STATION RECOVERY (1978)
 BE1070
 BE1070'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BE1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6308 ***********************************************************************
 AD6308  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6308  DESIGNATION -  2604
 AD6308  PID         -  AD6308
 AD6308  STATE/COUNTY-  FL/COLLIER
 AD6308  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6308
 AD6308                         *CURRENT SURVEY CONTROL
 AD6308  ___________________________________________________________________
 AD6308* NAD 83(1986)-  26 16 22.     (N)    081 49 26.     (W)     SCALED    
 AD6308* NAVD 88     -         7.758  (meters)      25.45   (feet)  ADJUSTED  
 AD6308  ___________________________________________________________________
 AD6308  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AD6308  DYNAMIC HT  -           7.746 (meters)      25.41  (feet)  COMP
 AD6308  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 AD6308
 AD6308  VERT ORDER  -  SECOND    CLASS I
 AD6308
 AD6308.The horizontal coordinates were scaled from a topographic map and have
 AD6308.an estimated accuracy of +/- 6 seconds.
 AD6308
 AD6308.The orthometric height was determined by differential leveling
 AD6308.and adjusted by the National Geodetic Survey in June 1991..
 AD6308
 AD6308.This Tidal Bench Mark is designated as VM 7844
 AD6308.by the Center for Operational Oceanographic Products and Services.
 AD6308
 AD6308.The geoid height was determined by GEOID03.
 AD6308
 AD6308.The dynamic height is computed by dividing the NAVD 88
 AD6308.geopotential number by the normal gravity value computed on the
 AD6308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6308.degrees latitude (g = 980.6199 gals.).
 AD6308
 AD6308.The modeled gravity was interpolated from observed gravity values.
 AD6308
 AD6308;                    North         East    Units  Estimated Accuracy
 AD6308;SPC FL E     -   215,100.      117,710.      MT  (+/- 180 meters Scaled)
 AD6308
 AD6308                          SUPERSEDED SURVEY CONTROL
 AD6308
 AD6308  NGVD 29 (09/01/92)    8.134  (m)           26.69   (f) ADJUSTED    2 1
 AD6308
 AD6308.Superseded values are not recommended for survey control.
 AD6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6308.See file dsdata.txt to determine how the superseded data were derived.
 AD6308
 AD6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK177061(NAD 83)
 AD6308_MARKER: DD = SURVEY DISK
 AD6308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6308_SP_SET: BRIDGE RAILING
 AD6308_STAMPING: 2604
 AD6308_MARK LOGO: FLHD  
 AD6308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6308
 AD6308  HISTORY     - Date     Condition        Report By
 AD6308  HISTORY     - UNK      MONUMENTED       FLHD
 AD6308  HISTORY     - 1984     GOOD             FLDNR
 AD6308  HISTORY     - 19991231 GOOD             USPSQD
 AD6308
 AD6308                          STATION DESCRIPTION
 AD6308
 AD6308'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6308'1.35 MI WEST FROM NAPLES PARK.
 AD6308'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6308'1.35 MILES WEST ON C 846 TO THE BRIDGE OVER WATER TURKEY BAY.  THE
 AD6308'MARK IS SET IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF THE
 AD6308'BRIDGE, 20.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 AD6308'THE MARK IS 3 FT ABOVE ROAD.
 AD6308
 AD6308                          STATION RECOVERY (1999)
 AD6308
 AD6308'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0124 ***********************************************************************
 AG0124  DESIGNATION -  261 FLHD
 AG0124  PID         -  AG0124
 AG0124  STATE/COUNTY-  FL/PINELLAS
 AG0124  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0124
 AG0124                         *CURRENT SURVEY CONTROL
 AG0124  ___________________________________________________________________
 AG0124* NAD 83(1986)-  27 58 31.     (N)    082 43 47.     (W)     SCALED    
 AG0124* NAVD 88     -        15.546  (meters)      51.00   (feet)  ADJUSTED  
 AG0124  ___________________________________________________________________
 AG0124  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG0124  DYNAMIC HT  -          15.523 (meters)      50.93  (feet)  COMP
 AG0124  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 AG0124
 AG0124  VERT ORDER  -  SECOND    CLASS II
 AG0124
 AG0124.The horizontal coordinates were scaled from a topographic map and have
 AG0124.an estimated accuracy of +/- 6 seconds.
 AG0124
 AG0124.The orthometric height was determined by differential leveling
 AG0124.and adjusted by the National Geodetic Survey in June 1991..
 AG0124
 AG0124.The geoid height was determined by GEOID03.
 AG0124
 AG0124.The dynamic height is computed by dividing the NAVD 88
 AG0124.geopotential number by the normal gravity value computed on the
 AG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0124.degrees latitude (g = 980.6199 gals.).
 AG0124
 AG0124.The modeled gravity was interpolated from observed gravity values.
 AG0124
 AG0124;                    North         East    Units  Estimated Accuracy
 AG0124;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0124
 AG0124                          SUPERSEDED SURVEY CONTROL
 AG0124
 AG0124  NGVD 29 (??/??/92)   15.807  (m)           51.86   (f) ADJ UNCH    2 2
 AG0124
 AG0124.Superseded values are not recommended for survey control.
 AG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0124.See file dsdata.txt to determine how the superseded data were derived.
 AG0124
 AG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0124_MARKER: DD = SURVEY DISK
 AG0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0124_SP_SET: SIDEWALK
 AG0124_STAMPING: 261
 AG0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0124
 AG0124  HISTORY     - Date     Condition        Report By
 AG0124  HISTORY     - UNK      MONUMENTED       FLHD
 AG0124  HISTORY     - 1976     GOOD             FLDT
 AG0124
 AG0124                          STATION DESCRIPTION
 AG0124
 AG0124'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0124'AT CLEARWATER.
 AG0124'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0124'580, RUN SOUTHERLY ON U.S. 19 FOR 3.2 MILE TO THE NORTH END OF
 AG0124'THE SOUTH BOUND OVERPASS.  STATION ON LEFT, IN THE NE CORNER OF
 AG0124'THE SOUTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.
 AG0124'SECTION 7, T 29 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8317 ***********************************************************************
 AG8317  DESIGNATION -  2612
 AG8317  PID         -  AG8317
 AG8317  STATE/COUNTY-  FL/SARASOTA
 AG8317  USGS QUAD   -  BEE RIDGE (1987)
 AG8317
 AG8317                         *CURRENT SURVEY CONTROL
 AG8317  ___________________________________________________________________
 AG8317* NAD 83(1986)-  27 20 21.     (N)    082 26 00.     (W)     SCALED    
 AG8317* NAVD 88     -         5.570  (meters)      18.27   (feet)  ADJUSTED  
 AG8317  ___________________________________________________________________
 AG8317  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG8317  DYNAMIC HT  -           5.562 (meters)      18.25  (feet)  COMP
 AG8317  MODELED GRAV-     979,127.6   (mgal)                       NAVD 88
 AG8317
 AG8317  VERT ORDER  -  SECOND    CLASS II
 AG8317
 AG8317.The horizontal coordinates were scaled from a topographic map and have
 AG8317.an estimated accuracy of +/- 6 seconds.
 AG8317
 AG8317.The orthometric height was determined by differential leveling
 AG8317.and adjusted by the National Geodetic Survey in June 1991..
 AG8317
 AG8317.The geoid height was determined by GEOID03.
 AG8317
 AG8317.The dynamic height is computed by dividing the NAVD 88
 AG8317.geopotential number by the normal gravity value computed on the
 AG8317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG8317.degrees latitude (g = 980.6199 gals.).
 AG8317
 AG8317.The modeled gravity was interpolated from observed gravity values.
 AG8317
 AG8317;                    North         East    Units  Estimated Accuracy
 AG8317;SPC FL W     -   333,060.      157,120.      MT  (+/- 180 meters Scaled)
 AG8317
 AG8317                          SUPERSEDED SURVEY CONTROL
 AG8317
 AG8317  NGVD 29 (09/01/92)    5.883  (m)           19.30   (f) ADJUSTED    2 2
 AG8317
 AG8317.Superseded values are not recommended for survey control.
 AG8317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8317.See file dsdata.txt to determine how the superseded data were derived.
 AG8317
 AG8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL582248(NAD 83)
 AG8317_MARKER: DD = SURVEY DISK
 AG8317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8317_SP_SET: CONCRETE POST
 AG8317_STAMPING: 2612
 AG8317_MARK LOGO: NONE  
 AG8317_PROJECTION: FLUSH
 AG8317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8317+STABILITY: SURFACE MOTION
 AG8317
 AG8317  HISTORY     - Date     Condition        Report By
 AG8317  HISTORY     - UNK      MONUMENTED       RBNF
 AG8317  HISTORY     - 1983     GOOD             FLDT
 AG8317  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG8317
 AG8317                          STATION DESCRIPTION
 AG8317
 AG8317'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG8317'3.8 MI EAST FROM SARASOTA.
 AG8317'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 780, ABOUT
 AG8317'3.0 MILES EAST OF SARASOTA, GO EAST ALONG STATE ROAD 780 FOR 0.8 MILE
 AG8317'AND THE MARK.  IT IS 105.0 FEET NORTH OF THE CENTER OF STATE ROAD 780,
 AG8317'40.0 FEET EAST OF THE EAST POST FOR A METAL GATE AND 36.5 FEET
 AG8317'NORTHEAST OF THE EAST END OF A 48 INCH ROUND PIPE CULVERT.
 AG8317'THE MARK IS 0.7 FT  S FROM A WITNESS POST.
 AG8317
 AG8317                          STATION RECOVERY (2002)
 AG8317
 AG8317'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG8317'AREA COMPLETLY GROWN OVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0125 ***********************************************************************
 AG0125  DESIGNATION -  262 FLHD
 AG0125  PID         -  AG0125
 AG0125  STATE/COUNTY-  FL/PINELLAS
 AG0125  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0125
 AG0125                         *CURRENT SURVEY CONTROL
 AG0125  ___________________________________________________________________
 AG0125* NAD 83(1986)-  27 58 31.     (N)    082 43 47.     (W)     SCALED    
 AG0125* NAVD 88     -        15.546  (meters)      51.00   (feet)  ADJUSTED  
 AG0125  ___________________________________________________________________
 AG0125  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG0125  DYNAMIC HT  -          15.524 (meters)      50.93  (feet)  COMP
 AG0125  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 AG0125
 AG0125  VERT ORDER  -  SECOND    CLASS II
 AG0125
 AG0125.The horizontal coordinates were scaled from a topographic map and have
 AG0125.an estimated accuracy of +/- 6 seconds.
 AG0125
 AG0125.The orthometric height was determined by differential leveling
 AG0125.and adjusted by the National Geodetic Survey in June 1991..
 AG0125
 AG0125.The geoid height was determined by GEOID03.
 AG0125
 AG0125.The dynamic height is computed by dividing the NAVD 88
 AG0125.geopotential number by the normal gravity value computed on the
 AG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0125.degrees latitude (g = 980.6199 gals.).
 AG0125
 AG0125.The modeled gravity was interpolated from observed gravity values.
 AG0125
 AG0125;                    North         East    Units  Estimated Accuracy
 AG0125;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0125
 AG0125                          SUPERSEDED SURVEY CONTROL
 AG0125
 AG0125  NGVD 29 (??/??/92)   15.808  (m)           51.86   (f) ADJ UNCH    2 2
 AG0125
 AG0125.Superseded values are not recommended for survey control.
 AG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0125.See file dsdata.txt to determine how the superseded data were derived.
 AG0125
 AG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0125_MARKER: DD = SURVEY DISK
 AG0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0125_SP_SET: SIDEWALK
 AG0125_STAMPING: 262
 AG0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0125
 AG0125  HISTORY     - Date     Condition        Report By
 AG0125  HISTORY     - UNK      MONUMENTED       FLHD
 AG0125  HISTORY     - 1976     GOOD             FLDT
 AG0125
 AG0125                          STATION DESCRIPTION
 AG0125
 AG0125'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0125'AT CLEARWATER.
 AG0125'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0125'580, RUN SOUTHERLY ON U.S. 19 FOR 3.25 MILE TO THE SOUTH END OF
 AG0125'THE SOUTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE CORNER
 AG0125'OF THE SOUTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.
 AG0125'SECTION 7, T 29 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0126 ***********************************************************************
 AG0126  DESIGNATION -  263 FLHD
 AG0126  PID         -  AG0126
 AG0126  STATE/COUNTY-  FL/PINELLAS
 AG0126  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0126
 AG0126                         *CURRENT SURVEY CONTROL
 AG0126  ___________________________________________________________________
 AG0126* NAD 83(1986)-  27 58 31.     (N)    082 43 47.     (W)     SCALED    
 AG0126* NAVD 88     -        15.893  (meters)      52.14   (feet)  ADJUSTED  
 AG0126  ___________________________________________________________________
 AG0126  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG0126  DYNAMIC HT  -          15.870 (meters)      52.07  (feet)  COMP
 AG0126  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 AG0126
 AG0126  VERT ORDER  -  SECOND    CLASS II
 AG0126
 AG0126.The horizontal coordinates were scaled from a topographic map and have
 AG0126.an estimated accuracy of +/- 6 seconds.
 AG0126
 AG0126.The orthometric height was determined by differential leveling
 AG0126.and adjusted by the National Geodetic Survey in June 1991..
 AG0126
 AG0126.The geoid height was determined by GEOID03.
 AG0126
 AG0126.The dynamic height is computed by dividing the NAVD 88
 AG0126.geopotential number by the normal gravity value computed on the
 AG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0126.degrees latitude (g = 980.6199 gals.).
 AG0126
 AG0126.The modeled gravity was interpolated from observed gravity values.
 AG0126
 AG0126;                    North         East    Units  Estimated Accuracy
 AG0126;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0126
 AG0126                          SUPERSEDED SURVEY CONTROL
 AG0126
 AG0126  NGVD 29 (??/??/92)   16.155  (m)           53.00   (f) ADJ UNCH    2 2
 AG0126
 AG0126.Superseded values are not recommended for survey control.
 AG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0126.See file dsdata.txt to determine how the superseded data were derived.
 AG0126
 AG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0126_MARKER: DD = SURVEY DISK
 AG0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0126_SP_SET: SIDEWALK
 AG0126_STAMPING: 263
 AG0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0126
 AG0126  HISTORY     - Date     Condition        Report By
 AG0126  HISTORY     - UNK      MONUMENTED       FLHD
 AG0126  HISTORY     - 1976     GOOD             FLDT
 AG0126
 AG0126                          STATION DESCRIPTION
 AG0126
 AG0126'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0126'AT CLEARWATER.
 AG0126'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0126'580, RUN SOUTHERLY ON U.S. 19 FOR 3.25 MILE TO THE SOUTH END OF
 AG0126'THE NORTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE CORNER
 AG0126'OF THE NORTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.
 AG0126'SECTION 8, T 29 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2612 ***********************************************************************
 AD2612  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2612  DESIGNATION -  26.30 FLHD
 AD2612  PID         -  AD2612
 AD2612  STATE/COUNTY-  FL/BROWARD
 AD2612  USGS QUAD   -  BOCA RATON (1983)
 AD2612
 AD2612                         *CURRENT SURVEY CONTROL
 AD2612  ___________________________________________________________________
 AD2612* NAD 83(1986)-  26 18 52.     (N)    080 04 48.     (W)     SCALED    
 AD2612* NAVD 88     -         7.540  (meters)      24.74   (feet)  ADJUSTED  
 AD2612  ___________________________________________________________________
 AD2612  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AD2612  DYNAMIC HT  -           7.528 (meters)      24.70  (feet)  COMP
 AD2612  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AD2612
 AD2612  VERT ORDER  -  SECOND    CLASS 0
 AD2612
 AD2612.The horizontal coordinates were scaled from a topographic map and have
 AD2612.an estimated accuracy of +/- 6 seconds.
 AD2612
 AD2612.The orthometric height was determined by differential leveling
 AD2612.and adjusted by the National Geodetic Survey in June 1991..
 AD2612
 AD2612.This Tidal Bench Mark is designated as VM 5656
 AD2612.by the Center for Operational Oceanographic Products and Services.
 AD2612
 AD2612.The geoid height was determined by GEOID03.
 AD2612
 AD2612.The dynamic height is computed by dividing the NAVD 88
 AD2612.geopotential number by the normal gravity value computed on the
 AD2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2612.degrees latitude (g = 980.6199 gals.).
 AD2612
 AD2612.The modeled gravity was interpolated from observed gravity values.
 AD2612
 AD2612;                    North         East    Units  Estimated Accuracy
 AD2612;SPC FL E     -   219,780.      291,860.      MT  (+/- 180 meters Scaled)
 AD2612
 AD2612                          SUPERSEDED SURVEY CONTROL
 AD2612
 AD2612  NGVD 29 (09/01/92)    8.022  (m)           26.32   (f) ADJUSTED    2 0
 AD2612
 AD2612.Superseded values are not recommended for survey control.
 AD2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2612.See file dsdata.txt to determine how the superseded data were derived.
 AD2612
 AD2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918108(NAD 83)
 AD2612_MARKER: DD = SURVEY DISK
 AD2612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2612_SP_SET: ABUTMENT
 AD2612_STAMPING: 26.30
 AD2612_MARK LOGO: FLHD  
 AD2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2612
 AD2612  HISTORY     - Date     Condition        Report By
 AD2612  HISTORY     - UNK      MONUMENTED       FLHD
 AD2612  HISTORY     - 1970     GOOD             NGS
 AD2612  HISTORY     - 1973     GOOD             NGS
 AD2612  HISTORY     - 1981     GOOD             FLDNR
 AD2612  HISTORY     - 1990     GOOD             USPSQD
 AD2612  HISTORY     - 20020212 GOOD             USPSQD
 AD2612
 AD2612                          STATION DESCRIPTION
 AD2612
 AD2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2612'AT DEERFIELD BEACH.
 AD2612'AT DEERFIELD BEACH, ALONG STATE HIGHWAY 810, ABOUT 0.15 MILE
 AD2612'WEST OF THE JUNCTION OF STATE HIGHWAY A 1 A AND STATE HIGHWAY
 AD2612'810, SET ON THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 AD2612'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, 16.4 FEET NORTH
 AD2612'OF THE CENTER LINE OF STATE HIGHWAY 810, 5.5 FEET SOUTH OF THE
 AD2612'NORTH END OF THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 AD2612
 AD2612                          STATION RECOVERY (1973)
 AD2612
 AD2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (1981)
 AD2612
 AD2612'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (1990)
 AD2612
 AD2612'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (2002)
 AD2612
 AD2612'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD2612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0127 ***********************************************************************
 AG0127  DESIGNATION -  264 FLHD
 AG0127  PID         -  AG0127
 AG0127  STATE/COUNTY-  FL/PINELLAS
 AG0127  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0127
 AG0127                         *CURRENT SURVEY CONTROL
 AG0127  ___________________________________________________________________
 AG0127* NAD 83(1986)-  27 58 19.     (N)    082 43 47.     (W)     SCALED    
 AG0127* NAVD 88     -         7.835  (meters)      25.71   (feet)  ADJUSTED  
 AG0127  ___________________________________________________________________
 AG0127  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AG0127  DYNAMIC HT  -           7.824 (meters)      25.67  (feet)  COMP
 AG0127  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AG0127
 AG0127  VERT ORDER  -  SECOND    CLASS II
 AG0127
 AG0127.The horizontal coordinates were scaled from a topographic map and have
 AG0127.an estimated accuracy of +/- 6 seconds.
 AG0127
 AG0127.The orthometric height was determined by differential leveling
 AG0127.and adjusted by the National Geodetic Survey in June 1991..
 AG0127
 AG0127.The geoid height was determined by GEOID03.
 AG0127
 AG0127.The dynamic height is computed by dividing the NAVD 88
 AG0127.geopotential number by the normal gravity value computed on the
 AG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0127.degrees latitude (g = 980.6199 gals.).
 AG0127
 AG0127.The modeled gravity was interpolated from observed gravity values.
 AG0127
 AG0127;                    North         East    Units  Estimated Accuracy
 AG0127;SPC FL W     -   403,320.      128,210.      MT  (+/- 180 meters Scaled)
 AG0127
 AG0127                          SUPERSEDED SURVEY CONTROL
 AG0127
 AG0127  NGVD 29 (??/??/92)    8.097  (m)           26.56   (f) ADJ UNCH    2 2
 AG0127
 AG0127.Superseded values are not recommended for survey control.
 AG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0127.See file dsdata.txt to determine how the superseded data were derived.
 AG0127
 AG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298952(NAD 83)
 AG0127_MARKER: DD = SURVEY DISK
 AG0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0127_SP_SET: CULVERT
 AG0127_STAMPING: 264
 AG0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0127
 AG0127  HISTORY     - Date     Condition        Report By
 AG0127  HISTORY     - UNK      MONUMENTED       FLHD
 AG0127  HISTORY     - 1976     GOOD             FLDT
 AG0127
 AG0127                          STATION DESCRIPTION
 AG0127
 AG0127'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0127'AT CLEARWATER.
 AG0127'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0127'580, RUN SOUTHERLY ON U.S. 19 FOR 3.45 MILE.  STATION ON LEFT.
 AG0127'SET IN SOUTH END OF THE CONCRETE HEADWALL OF BOX CULVERT.
 AG0127'SECTION 8, T 29 S, R 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2106 ***********************************************************************
 BG2106  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2106  DESIGNATION -  26.488 USGS
 BG2106  PID         -  BG2106
 BG2106  STATE/COUNTY-  FL/OKALOOSA
 BG2106  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2106
 BG2106                         *CURRENT SURVEY CONTROL
 BG2106  ___________________________________________________________________
 BG2106* NAD 83(1986)-  30 23 42.     (N)    086 30 48.     (W)     SCALED    
 BG2106* NAVD 88     -         7.950  (meters)      26.08   (feet)  ADJUSTED  
 BG2106  ___________________________________________________________________
 BG2106  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG2106  DYNAMIC HT  -           7.940 (meters)      26.05  (feet)  COMP
 BG2106  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG2106
 BG2106  VERT ORDER  -  FIRST     CLASS II
 BG2106
 BG2106.The horizontal coordinates were scaled from a topographic map and have
 BG2106.an estimated accuracy of +/- 6 seconds.
 BG2106
 BG2106.The orthometric height was determined by differential leveling
 BG2106.and adjusted by the National Geodetic Survey in June 1991..
 BG2106
 BG2106.This Tidal Bench Mark is designated as VM 10135
 BG2106.by the Center for Operational Oceanographic Products and Services.
 BG2106
 BG2106.This Tidal Bench Mark is designated as VM 10141
 BG2106.by the Center for Operational Oceanographic Products and Services.
 BG2106
 BG2106.The geoid height was determined by GEOID03.
 BG2106
 BG2106.The dynamic height is computed by dividing the NAVD 88
 BG2106.geopotential number by the normal gravity value computed on the
 BG2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2106.degrees latitude (g = 980.6199 gals.).
 BG2106
 BG2106.The modeled gravity was interpolated from observed gravity values.
 BG2106
 BG2106;                    North         East    Units  Estimated Accuracy
 BG2106;SPC FL N     -   156,340.      406,530.      MT  (+/- 180 meters Scaled)
 BG2106
 BG2106                          SUPERSEDED SURVEY CONTROL
 BG2106
 BG2106  NGVD 29 (??/??/92)    8.08   (m)           26.5    (f) COMPUTED    1 2
 BG2106
 BG2106.Superseded values are not recommended for survey control.
 BG2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2106.See file dsdata.txt to determine how the superseded data were derived.
 BG2106
 BG2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU467626(NAD 83)
 BG2106_MARKER: DD = SURVEY DISK
 BG2106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG2106_SP_SET: BRIDGE ABUTMENT
 BG2106_STAMPING: 26.488 LC 1934
 BG2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2106+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 BG2106
 BG2106  HISTORY     - Date     Condition        Report By
 BG2106  HISTORY     - 1934     MONUMENTED       USGS
 BG2106  HISTORY     - 1957     GOOD             NGS
 BG2106  HISTORY     - 1975     GOOD             NGS
 BG2106  HISTORY     - 1987     GOOD             USPSQD
 BG2106  HISTORY     - 20030428 GOOD             USPSQD
 BG2106  HISTORY     - 20030628 POOR             USPSQD
 BG2106  HISTORY     - 20050303 GOOD             USPSQD
 BG2106  HISTORY     - 20060319 GOOD             USPSQD
 BG2106
 BG2106                          STATION DESCRIPTION
 BG2106
 BG2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG2106'AT DESTIN.
 BG2106'AT DESTIN, ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 98 FROM
 BG2106'THE EPISCOPAL CHURCH, IN THE TOP OF SOUTH END OF EAST ABUTMENT
 BG2106'OF HIGHWAY BRIDGE OVER EAST PASS, 14 FEET SOUTH OF CENTER LINE
 BG2106'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 BG2106
 BG2106                          STATION RECOVERY (1975)
 BG2106
 BG2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2106'RECOVERED IN GOOD CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (1987)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 1987 (LDW)
 BG2106'RECOVERED IN GOOD CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (2003)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG2106'RECOVERED IN GOOD CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (2003)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG2106'MARK RECOVERED IN POOR CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (2005)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG2106'RECOVERED AS DESCRIBED
 BG2106
 BG2106                          STATION RECOVERY (2006)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG2106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0128 ***********************************************************************
 AG0128  DESIGNATION -  265 FLHD
 AG0128  PID         -  AG0128
 AG0128  STATE/COUNTY-  FL/PINELLAS
 AG0128  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0128
 AG0128                         *CURRENT SURVEY CONTROL
 AG0128  ___________________________________________________________________
 AG0128* NAD 83(1986)-  27 54 55.     (N)    082 43 47.     (W)     SCALED    
 AG0128* NAVD 88     -         3.805  (meters)      12.48   (feet)  ADJUSTED  
 AG0128  ___________________________________________________________________
 AG0128  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0128  DYNAMIC HT  -           3.799 (meters)      12.46  (feet)  COMP
 AG0128  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AG0128
 AG0128  VERT ORDER  -  SECOND    CLASS II
 AG0128
 AG0128.The horizontal coordinates were scaled from a topographic map and have
 AG0128.an estimated accuracy of +/- 6 seconds.
 AG0128
 AG0128.The orthometric height was determined by differential leveling
 AG0128.and adjusted by the National Geodetic Survey in June 1991..
 AG0128
 AG0128.The geoid height was determined by GEOID03.
 AG0128
 AG0128.The dynamic height is computed by dividing the NAVD 88
 AG0128.geopotential number by the normal gravity value computed on the
 AG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0128.degrees latitude (g = 980.6199 gals.).
 AG0128
 AG0128.The modeled gravity was interpolated from observed gravity values.
 AG0128
 AG0128;                    North         East    Units  Estimated Accuracy
 AG0128;SPC FL W     -   397,040.      128,170.      MT  (+/- 180 meters Scaled)
 AG0128
 AG0128                          SUPERSEDED SURVEY CONTROL
 AG0128
 AG0128  NGVD 29 (??/??/92)    4.067  (m)           13.34   (f) ADJ UNCH    2 2
 AG0128
 AG0128.Superseded values are not recommended for survey control.
 AG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0128.See file dsdata.txt to determine how the superseded data were derived.
 AG0128
 AG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297890(NAD 83)
 AG0128_MARKER: DD = SURVEY DISK
 AG0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0128_SP_SET: HEADWALL
 AG0128_STAMPING: 265
 AG0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0128
 AG0128  HISTORY     - Date     Condition        Report By
 AG0128  HISTORY     - UNK      MONUMENTED       FLHD
 AG0128  HISTORY     - 1973     GOOD             FLDT
 AG0128
 AG0128                          STATION DESCRIPTION
 AG0128
 AG0128'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AG0128'AT LARGO.
 AG0128'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0128'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0128'0.05 MILE.  STATION ON LEFT, 64.0 FT. EAST OF THE CENTERLINE
 AG0128'OF U.S. HWY. 19, 114.0 FT. N.W. OF POWER LIGHT POLE, NUMBER
 AG0128'1-82883.  SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION
 AG0128'32, T 29, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0130 ***********************************************************************
 AG0130  DESIGNATION -  266 FLHD
 AG0130  PID         -  AG0130
 AG0130  STATE/COUNTY-  FL/PINELLAS
 AG0130  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0130
 AG0130                         *CURRENT SURVEY CONTROL
 AG0130  ___________________________________________________________________
 AG0130* NAD 83(1986)-  27 54 19.     (N)    082 43 41.     (W)     SCALED    
 AG0130* NAVD 88     -         4.528  (meters)      14.86   (feet)  ADJUSTED  
 AG0130  ___________________________________________________________________
 AG0130  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0130  DYNAMIC HT  -           4.521 (meters)      14.83  (feet)  COMP
 AG0130  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AG0130
 AG0130  VERT ORDER  -  SECOND    CLASS II
 AG0130
 AG0130.The horizontal coordinates were scaled from a topographic map and have
 AG0130.an estimated accuracy of +/- 6 seconds.
 AG0130
 AG0130.The orthometric height was determined by differential leveling
 AG0130.and adjusted by the National Geodetic Survey in June 1991..
 AG0130
 AG0130.The geoid height was determined by GEOID03.
 AG0130
 AG0130.The dynamic height is computed by dividing the NAVD 88
 AG0130.geopotential number by the normal gravity value computed on the
 AG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0130.degrees latitude (g = 980.6199 gals.).
 AG0130
 AG0130.The modeled gravity was interpolated from observed gravity values.
 AG0130
 AG0130;                    North         East    Units  Estimated Accuracy
 AG0130;SPC FL W     -   395,930.      128,330.      MT  (+/- 180 meters Scaled)
 AG0130
 AG0130                          SUPERSEDED SURVEY CONTROL
 AG0130
 AG0130  NGVD 29 (??/??/92)    4.791  (m)           15.72   (f) ADJ UNCH    2 2
 AG0130
 AG0130.Superseded values are not recommended for survey control.
 AG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0130.See file dsdata.txt to determine how the superseded data were derived.
 AG0130
 AG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299879(NAD 83)
 AG0130_MARKER: DD = SURVEY DISK
 AG0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0130_SP_SET: HEADWALL
 AG0130_STAMPING: 266
 AG0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0130
 AG0130  HISTORY     - Date     Condition        Report By
 AG0130  HISTORY     - UNK      MONUMENTED       FLHD
 AG0130  HISTORY     - 1976     GOOD             FLDT
 AG0130
 AG0130                          STATION DESCRIPTION
 AG0130
 AG0130'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0130'AT LARGO.
 AG0130'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0130'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.8
 AG0130'MILE.  STATION ON RIGHT, 94.0 FT WEST OF THE CENTERLINE OF U.S.
 AG0130'HWY. 19.  SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 5,
 AG0130'T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0131 ***********************************************************************
 AG0131  DESIGNATION -  267 FLHD
 AG0131  PID         -  AG0131
 AG0131  STATE/COUNTY-  FL/PINELLAS
 AG0131  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0131
 AG0131                         *CURRENT SURVEY CONTROL
 AG0131  ___________________________________________________________________
 AG0131* NAD 83(1986)-  27 54 13.     (N)    082 43 41.     (W)     SCALED    
 AG0131* NAVD 88     -        11.953  (meters)      39.22   (feet)  ADJUSTED  
 AG0131  ___________________________________________________________________
 AG0131  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0131  DYNAMIC HT  -          11.935 (meters)      39.16  (feet)  COMP
 AG0131  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AG0131
 AG0131  VERT ORDER  -  SECOND    CLASS II
 AG0131
 AG0131.The horizontal coordinates were scaled from a topographic map and have
 AG0131.an estimated accuracy of +/- 6 seconds.
 AG0131
 AG0131.The orthometric height was determined by differential leveling
 AG0131.and adjusted by the National Geodetic Survey in June 1991..
 AG0131
 AG0131.The geoid height was determined by GEOID03.
 AG0131
 AG0131.The dynamic height is computed by dividing the NAVD 88
 AG0131.geopotential number by the normal gravity value computed on the
 AG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0131.degrees latitude (g = 980.6199 gals.).
 AG0131
 AG0131.The modeled gravity was interpolated from observed gravity values.
 AG0131
 AG0131;                    North         East    Units  Estimated Accuracy
 AG0131;SPC FL W     -   395,740.      128,330.      MT  (+/- 180 meters Scaled)
 AG0131
 AG0131                          SUPERSEDED SURVEY CONTROL
 AG0131
 AG0131  NGVD 29 (??/??/92)   12.216  (m)           40.08   (f) ADJ UNCH    2 2
 AG0131
 AG0131.Superseded values are not recommended for survey control.
 AG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0131.See file dsdata.txt to determine how the superseded data were derived.
 AG0131
 AG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299877(NAD 83)
 AG0131_MARKER: DD = SURVEY DISK
 AG0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0131_SP_SET: HANDRAIL
 AG0131_STAMPING: 267
 AG0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0131
 AG0131  HISTORY     - Date     Condition        Report By
 AG0131  HISTORY     - UNK      MONUMENTED       FLHD
 AG0131  HISTORY     - 1976     GOOD             FLDT
 AG0131
 AG0131                          STATION DESCRIPTION
 AG0131
 AG0131'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0131'0.2 MI SE FROM LARGO.
 AG0131'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0131'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0131'0.9 MILE.  STATION ON LEFT, IN THE N.E. CORNER OF OVERPASS.  SET
 AG0131'IN THE TOP OF THE CONCRETE HANDRAIL.  SECTION 5, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0132 ***********************************************************************
 AG0132  DESIGNATION -  268 FLHD
 AG0132  PID         -  AG0132
 AG0132  STATE/COUNTY-  FL/PINELLAS
 AG0132  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0132
 AG0132                         *CURRENT SURVEY CONTROL
 AG0132  ___________________________________________________________________
 AG0132* NAD 83(1986)-  27 54 13.     (N)    082 43 41.     (W)     SCALED    
 AG0132* NAVD 88     -        11.733  (meters)      38.49   (feet)  ADJUSTED  
 AG0132  ___________________________________________________________________
 AG0132  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0132  DYNAMIC HT  -          11.716 (meters)      38.44  (feet)  COMP
 AG0132  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AG0132
 AG0132  VERT ORDER  -  SECOND    CLASS II
 AG0132
 AG0132.The horizontal coordinates were scaled from a topographic map and have
 AG0132.an estimated accuracy of +/- 6 seconds.
 AG0132
 AG0132.The orthometric height was determined by differential leveling
 AG0132.and adjusted by the National Geodetic Survey in June 1991..
 AG0132
 AG0132.The geoid height was determined by GEOID03.
 AG0132
 AG0132.The dynamic height is computed by dividing the NAVD 88
 AG0132.geopotential number by the normal gravity value computed on the
 AG0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0132.degrees latitude (g = 980.6199 gals.).
 AG0132
 AG0132.The modeled gravity was interpolated from observed gravity values.
 AG0132
 AG0132;                    North         East    Units  Estimated Accuracy
 AG0132;SPC FL W     -   395,740.      128,330.      MT  (+/- 180 meters Scaled)
 AG0132
 AG0132                          SUPERSEDED SURVEY CONTROL
 AG0132
 AG0132  NGVD 29 (??/??/92)   11.996  (m)           39.36   (f) ADJ UNCH    2 2
 AG0132
 AG0132.Superseded values are not recommended for survey control.
 AG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0132.See file dsdata.txt to determine how the superseded data were derived.
 AG0132
 AG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299877(NAD 83)
 AG0132_MARKER: DD = SURVEY DISK
 AG0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0132_SP_SET: HANDRAIL
 AG0132_STAMPING: 268
 AG0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0132
 AG0132  HISTORY     - Date     Condition        Report By
 AG0132  HISTORY     - UNK      MONUMENTED       FLHD
 AG0132  HISTORY     - 1976     GOOD             FLDT
 AG0132  HISTORY     - 1987     GOOD             USPSQD
 AG0132
 AG0132                          STATION DESCRIPTION
 AG0132
 AG0132'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0132'0.2 MI SE FROM LARGO.
 AG0132'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0132'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.9
 AG0132'MILE.  STATION ON RIGHT, IN THE S.W. CORNER OF OVERPASS.  SET IN
 AG0132'THE TOP OF THE CONCRETE HANDRAIL.  SECTION 5, T 30, R 16.
 AG0132
 AG0132                          STATION RECOVERY (1987)
 AG0132
 AG0132'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJF)
 AG0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1679 ***********************************************************************
 BG1679  DESIGNATION -  268 USE
 BG1679  PID         -  BG1679
 BG1679  STATE/COUNTY-  FL/ESCAMBIA
 BG1679  USGS QUAD   -  WEST PENSACOLA (1994)
 BG1679
 BG1679                         *CURRENT SURVEY CONTROL
 BG1679  ___________________________________________________________________
 BG1679* NAD 83(1986)-  30 28 31.     (N)    087 18 30.     (W)     SCALED    
 BG1679* NAVD 88     -        29.325  (meters)      96.21   (feet)  ADJUSTED  
 BG1679  ___________________________________________________________________
 BG1679  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG1679  DYNAMIC HT  -          29.287 (meters)      96.09  (feet)  COMP
 BG1679  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BG1679
 BG1679  VERT ORDER  -  SECOND    CLASS 0
 BG1679
 BG1679.The horizontal coordinates were scaled from a topographic map and have
 BG1679.an estimated accuracy of +/- 6 seconds.
 BG1679
 BG1679.The orthometric height was determined by differential leveling
 BG1679.and adjusted by the National Geodetic Survey in June 1991..
 BG1679
 BG1679.The geoid height was determined by GEOID03.
 BG1679
 BG1679.The dynamic height is computed by dividing the NAVD 88
 BG1679.geopotential number by the normal gravity value computed on the
 BG1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1679.degrees latitude (g = 980.6199 gals.).
 BG1679
 BG1679.The modeled gravity was interpolated from observed gravity values.
 BG1679
 BG1679;                    North         East    Units  Estimated Accuracy
 BG1679;SPC FL N     -   166,850.      330,370.      MT  (+/- 180 meters Scaled)
 BG1679
 BG1679                          SUPERSEDED SURVEY CONTROL
 BG1679
 BG1679  NGVD 29 (??/??/92)   29.372  (m)           96.36   (f) ADJ UNCH    2 0
 BG1679
 BG1679.Superseded values are not recommended for survey control.
 BG1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1679.See file dsdata.txt to determine how the superseded data were derived.
 BG1679
 BG1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU704714(NAD 83)
 BG1679_MARKER: DD = SURVEY DISK
 BG1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1679_STAMPING: STA 268 ELEV 99 FT
 BG1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1679+STABILITY: SURFACE MOTION
 BG1679
 BG1679  HISTORY     - Date     Condition        Report By
 BG1679  HISTORY     - UNK      MONUMENTED       DOD
 BG1679  HISTORY     - 1955     MARK NOT FOUND   NGS
 BG1679
 BG1679                          STATION DESCRIPTION
 BG1679
 BG1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1679'4 MI NW FROM WEST PENSACOLA.
 BG1679'8.2 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BG1679'AT PENSACOLA, ESCAMBIA COUNTY, AT A ROAD CROSSING AND AN ABANDONED
 BG1679'SERVICE STATION, 17 FEET WEST OF THE CENTER LINE OF A PAVEMENT,
 BG1679'AND 2 FEET NORTH OF THE NORTH END OF A CULVERT.  A CORPS OF
 BG1679'ENGINEERS, U.S. ARMY STANDARD DISK, STAMPED STA. 268 ELEV. 99 FT.
 BG1679'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- WE LOCATED A
 BG1679'CROSS ROAD AND A VERY ANCIENT ABANDONED FILLING STATION AT ABOUT
 BG1679'THE RIGHT DISTANCE FROM TOWN.  A CAREFUL SEARCH WAS MADE ALL
 BG1679'AROUND THE INTERSECTION BUT THE MARK WAS NOT FOUND.  IT IS
 BG1679'DIFFICULT TO PREDICT WHAT THE WRITER OF THE ORIGINAL DESCRIPTION
 BG1679'MEANT WHEN HE SAID 17 FEET WEST OF THE CENTER LINE OF THE
 BG1679'PAVEMENT.  I ASSUMED THEY MEANT THE CENTER LINE OF THE HIGHWAY
 BG1679'AND DUG THERE WITHOUT RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3342 ***********************************************************************
 AF3342  DESIGNATION -  26.86
 AF3342  PID         -  AF3342
 AF3342  STATE/COUNTY-  FL/INDIAN RIVER
 AF3342  USGS QUAD   -  RIOMAR (1992)
 AF3342
 AF3342                         *CURRENT SURVEY CONTROL
 AF3342  ___________________________________________________________________
 AF3342* NAD 83(1986)-  27 39 03.     (N)    080 22 21.     (W)     SCALED    
 AF3342* NAVD 88     -         7.732  (meters)      25.37   (feet)  ADJUSTED  
 AF3342  ___________________________________________________________________
 AF3342  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF3342  DYNAMIC HT  -           7.720 (meters)      25.33  (feet)  COMP
 AF3342  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AF3342
 AF3342  VERT ORDER  -  FIRST     CLASS II
 AF3342
 AF3342.The horizontal coordinates were scaled from a topographic map and have
 AF3342.an estimated accuracy of +/- 6 seconds.
 AF3342
 AF3342.The orthometric height was determined by differential leveling
 AF3342.and adjusted by the National Geodetic Survey in June 1991..
 AF3342
 AF3342.The geoid height was determined by GEOID03.
 AF3342
 AF3342.The dynamic height is computed by dividing the NAVD 88
 AF3342.geopotential number by the normal gravity value computed on the
 AF3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3342.degrees latitude (g = 980.6199 gals.).
 AF3342
 AF3342.The modeled gravity was interpolated from observed gravity values.
 AF3342
 AF3342;                    North         East    Units  Estimated Accuracy
 AF3342;SPC FL E     -   367,680.      261,920.      MT  (+/- 180 meters Scaled)
 AF3342
 AF3342                          SUPERSEDED SURVEY CONTROL
 AF3342
 AF3342  NGVD 29 (??/??/92)    8.186  (m)           26.86   (f) ADJ UNCH    1 2
 AF3342
 AF3342.Superseded values are not recommended for survey control.
 AF3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3342.See file dsdata.txt to determine how the superseded data were derived.
 AF3342
 AF3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL618586(NAD 83)
 AF3342_MARKER: DD = SURVEY DISK
 AF3342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3342_SP_SET: SIDEWALK
 AF3342_STAMPING: 26.86
 AF3342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3342
 AF3342  HISTORY     - Date     Condition        Report By
 AF3342  HISTORY     - UNK      MONUMENTED       FLDT
 AF3342  HISTORY     - 1960     GOOD             NGS
 AF3342  HISTORY     - 1971     GOOD             NGS
 AF3342  HISTORY     - 1987     GOOD             USPSQD
 AF3342  HISTORY     - 1989     GOOD             USPSQD
 AF3342  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3342  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF3342
 AF3342                          STATION DESCRIPTION
 AF3342
 AF3342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AF3342'0.7 MI NE FROM VERO BEACH.
 AF3342'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 502 FROM THE FIRST
 AF3342'PRESBYTERIAN CHURCH AT VERO BEACH, 0.15 MILE SOUTHWEST OF THE
 AF3342'NORTHEAST END OF THE CONCRETE HIGHWAY BRIDGE OVER INDIAN RIVER,
 AF3342'IN TOP OF THE WEST CORNER OF THE CONCRETE PEDESTRIAN WALK
 AF3342'DIRECTLY OVER THE MAIN ABUTMENT AT THE NORTHWEST END OF THE LIFT
 AF3342'SPAN FOR BRIDGE, 4 1/2 FEET NORTHWEST OF THE NORTHWEST CURB
 AF3342'LINE OF BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3342'NOTE-- HIGHWAY 502 IS NOW 60.
 AF3342
 AF3342                          STATION RECOVERY (1971)
 AF3342
 AF3342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3342'RECOVERED IN GOOD CONDITION.
 AF3342
 AF3342                          STATION RECOVERY (1987)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG)
 AF3342'RECOVERED IN GOOD CONDITION.
 AF3342
 AF3342                          STATION RECOVERY (1989)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3342'RECOVERED IN GOOD CONDITION.
 AF3342
 AF3342                          STATION RECOVERY (1996)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3342'MARK NOT FOUND.
 AF3342
 AF3342                          STATION RECOVERY (2005)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF3342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0670 ***********************************************************************
 AQ0670  DESIGNATION -  26.9
 AQ0670  PID         -  AQ0670
 AQ0670  STATE/COUNTY-  FL/PUTNAM
 AQ0670  USGS QUAD   -  WELAKA (1994)
 AQ0670
 AQ0670                         *CURRENT SURVEY CONTROL
 AQ0670  ___________________________________________________________________
 AQ0670* NAD 83(1986)-  29 26 10.     (N)    081 42 33.     (W)     SCALED    
 AQ0670* NAVD 88     -         7.92   (+/-2cm)      26.0    (feet)  VERTCON   
 AQ0670  ___________________________________________________________________
 AQ0670  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ0670
 AQ0670  VERT ORDER  -  ? (See Below)
 AQ0670
 AQ0670.The horizontal coordinates were scaled from a topographic map and have
 AQ0670.an estimated accuracy of +/- 6 seconds.
 AQ0670
 AQ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AQ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AQ0670.The vertical order pertains to the NGVD 29 superseded value.
 AQ0670
 AQ0670.The geoid height was determined by GEOID03.
 AQ0670
 AQ0670;                    North         East    Units  Estimated Accuracy
 AQ0670;SPC FL E     -   565,580.      131,200.      MT  (+/- 180 meters Scaled)
 AQ0670
 AQ0670                          SUPERSEDED SURVEY CONTROL
 AQ0670
 AQ0670  NGVD 29 (??/??/92)    8.206  (m)           26.92   (f) ADJ UNCH    ?  
 AQ0670
 AQ0670.Superseded values are not recommended for survey control.
 AQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0670.See file dsdata.txt to determine how the superseded data were derived.
 AQ0670
 AQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN312565(NAD 83)
 AQ0670_MARKER: N = NAIL
 AQ0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0670_SP_SET: ROOT OF TREE
 AQ0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0670
 AQ0670  HISTORY     - Date     Condition        Report By
 AQ0670  HISTORY     - UNK      MONUMENTED       DOD
 AQ0670  HISTORY     - 1933     GOOD             NGS
 AQ0670  HISTORY     - 1934     GOOD             NGS
 AQ0670
 AQ0670                          STATION DESCRIPTION
 AQ0670
 AQ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AQ0670'7.9 MI SW FROM WELAKA.
 AQ0670'7.9 MILES SOUTHWEST BY ROAD AND FERRY FROM WELAKA.  ON THE ROAD FROM
 AQ0670'FT. GATES FERRY WEST LANDING TO LAKE KERR, 3.1 MILES WEST OF THE
 AQ0670'FERRY LANDING, AT NORWALK, A NAIL IN ROOT OF TREE NEAR FIRE
 AQ0670'OBSERVATION TOWER.
 AQ0670
 AQ0670                          STATION RECOVERY (1934)
 AQ0670
 AQ0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AQ0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0133 ***********************************************************************
 AG0133  DESIGNATION -  269 FLHD
 AG0133  PID         -  AG0133
 AG0133  STATE/COUNTY-  FL/PINELLAS
 AG0133  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0133
 AG0133                         *CURRENT SURVEY CONTROL
 AG0133  ___________________________________________________________________
 AG0133* NAD 83(1986)-  27 54 01.     (N)    082 43 35.     (W)     SCALED    
 AG0133* NAVD 88     -         4.554  (meters)      14.94   (feet)  ADJUSTED  
 AG0133  ___________________________________________________________________
 AG0133  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0133  DYNAMIC HT  -           4.548 (meters)      14.92  (feet)  COMP
 AG0133  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AG0133
 AG0133  VERT ORDER  -  SECOND    CLASS II
 AG0133
 AG0133.The horizontal coordinates were scaled from a topographic map and have
 AG0133.an estimated accuracy of +/- 6 seconds.
 AG0133
 AG0133.The orthometric height was determined by differential leveling
 AG0133.and adjusted by the National Geodetic Survey in June 1991..
 AG0133
 AG0133.The geoid height was determined by GEOID03.
 AG0133
 AG0133.The dynamic height is computed by dividing the NAVD 88
 AG0133.geopotential number by the normal gravity value computed on the
 AG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0133.degrees latitude (g = 980.6199 gals.).
 AG0133
 AG0133.The modeled gravity was interpolated from observed gravity values.
 AG0133
 AG0133;                    North         East    Units  Estimated Accuracy
 AG0133;SPC FL W     -   395,370.      128,490.      MT  (+/- 180 meters Scaled)
 AG0133
 AG0133                          SUPERSEDED SURVEY CONTROL
 AG0133
 AG0133  NGVD 29 (??/??/92)    4.817  (m)           15.80   (f) ADJ UNCH    2 2
 AG0133
 AG0133.Superseded values are not recommended for survey control.
 AG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0133.See file dsdata.txt to determine how the superseded data were derived.
 AG0133
 AG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL300873(NAD 83)
 AG0133_MARKER: DD = SURVEY DISK
 AG0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0133_SP_SET: HEADWALL
 AG0133_STAMPING: 269
 AG0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0133
 AG0133  HISTORY     - Date     Condition        Report By
 AG0133  HISTORY     - UNK      MONUMENTED       FLHD
 AG0133  HISTORY     - 1976     GOOD             FLHD
 AG0133
 AG0133                          STATION DESCRIPTION
 AG0133
 AG0133'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1976
 AG0133'0.2 MI SE FROM LARGO.
 AG0133'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0133'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.15
 AG0133'MILES.  STATION ON LEFT, 69.0 FT. E.N.E. OF THE CENTERLINE OF
 AG0133'U.S. HWY. 19, 28.3 FT. W.S.W. OF TELEPHONE POLE, (NO NUMBER).
 AG0133'SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 5, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1317 ***********************************************************************
 AQ1317  DESIGNATION -  27 B
 AQ1317  PID         -  AQ1317
 AQ1317  STATE/COUNTY-  FL/VOLUSIA
 AQ1317  USGS QUAD   -  SAMSULA (1993)
 AQ1317
 AQ1317                         *CURRENT SURVEY CONTROL
 AQ1317  ___________________________________________________________________
 AQ1317* NAD 83(1986)-  29 05 20.     (N)    081 01 15.     (W)     SCALED    
 AQ1317* NAVD 88     -         5.582  (meters)      18.31   (feet)  ADJUSTED  
 AQ1317  ___________________________________________________________________
 AQ1317  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1317  DYNAMIC HT  -           5.575 (meters)      18.29  (feet)  COMP
 AQ1317  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 AQ1317
 AQ1317  VERT ORDER  -  SECOND    CLASS 0
 AQ1317
 AQ1317.The horizontal coordinates were scaled from a topographic map and have
 AQ1317.an estimated accuracy of +/- 6 seconds.
 AQ1317
 AQ1317.The orthometric height was determined by differential leveling
 AQ1317.and adjusted by the National Geodetic Survey in June 1991..
 AQ1317
 AQ1317.The geoid height was determined by GEOID03.
 AQ1317
 AQ1317.The dynamic height is computed by dividing the NAVD 88
 AQ1317.geopotential number by the normal gravity value computed on the
 AQ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1317.degrees latitude (g = 980.6199 gals.).
 AQ1317
 AQ1317.The modeled gravity was interpolated from observed gravity values.
 AQ1317
 AQ1317;                    North         East    Units  Estimated Accuracy
 AQ1317;SPC FL E     -   526,880.      197,970.      MT  (+/- 180 meters Scaled)
 AQ1317
 AQ1317                          SUPERSEDED SURVEY CONTROL
 AQ1317
 AQ1317  NGVD 29 (??/??/92)    5.928  (m)           19.45   (f) ADJ UNCH    2 0
 AQ1317
 AQ1317.Superseded values are not recommended for survey control.
 AQ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1317.See file dsdata.txt to determine how the superseded data were derived.
 AQ1317
 AQ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN979178(NAD 83)
 AQ1317_MARKER: DD = SURVEY DISK
 AQ1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1317_SP_SET: BRIDGE
 AQ1317_STAMPING: 27B
 AQ1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1317
 AQ1317  HISTORY     - Date     Condition        Report By
 AQ1317  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1317  HISTORY     - 1972     GOOD             FLDT
 AQ1317  HISTORY     - 1984     GOOD             USPSQD
 AQ1317  HISTORY     - 1985     GOOD             USPSQD
 AQ1317  HISTORY     - 1987     GOOD             USPSQD
 AQ1317  HISTORY     - 1990     GOOD             USPSQD
 AQ1317
 AQ1317                          STATION DESCRIPTION
 AQ1317
 AQ1317'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1317'9.7 MI NW FROM NEW SMYRNA.
 AQ1317'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1317'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1317'NORTH ON I-95 FOR 5.6 MILES TO SOUTH END OF I-95 BRIDGE OVER
 AQ1317'SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1317'BRASS DISK PRESET FLUSH IN THE SW END OF I-95 SOUTHBOUND LANE
 AQ1317'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.4 FOOT
 AQ1317'NW OF SW CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.6 FEET SW
 AQ1317'OF CENTERLINE OF SOUTHBOUND LANE OF I-95.  SECTION 29, T 16 S,
 AQ1317'R 33 E.
 AQ1317
 AQ1317                          STATION RECOVERY (1984)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1317'RECOVERED IN GOOD CONDITION.
 AQ1317
 AQ1317                          STATION RECOVERY (1985)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1985
 AQ1317'BENCH MARK IS LOCATED ON THE SOUTH-WEST ABUTMENT OF I-95 ON THE
 AQ1317'BRIDGE OVER SPRUCE CREEK. IT IS LOCATED 1.5 MILES SOUTH OF THE
 AQ1317'INTERSECTION OF I-95 AND DUNLAWTON ENTRANCE TO I-95.
 AQ1317
 AQ1317                          STATION RECOVERY (1987)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1317'RECOVERED IN GOOD CONDITION.
 AQ1317
 AQ1317                          STATION RECOVERY (1990)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1316 ***********************************************************************
 AQ1316  DESIGNATION -  27 C
 AQ1316  PID         -  AQ1316
 AQ1316  STATE/COUNTY-  FL/VOLUSIA
 AQ1316  USGS QUAD   -  SAMSULA (1993)
 AQ1316
 AQ1316                         *CURRENT SURVEY CONTROL
 AQ1316  ___________________________________________________________________
 AQ1316* NAD 83(1986)-  29 05 21.     (N)    081 01 11.     (W)     SCALED    
 AQ1316* NAVD 88     -         5.597  (meters)      18.36   (feet)  ADJUSTED  
 AQ1316  ___________________________________________________________________
 AQ1316  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1316  DYNAMIC HT  -           5.590 (meters)      18.34  (feet)  COMP
 AQ1316  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 AQ1316
 AQ1316  VERT ORDER  -  SECOND    CLASS 0
 AQ1316
 AQ1316.The horizontal coordinates were scaled from a topographic map and have
 AQ1316.an estimated accuracy of +/- 6 seconds.
 AQ1316
 AQ1316.The orthometric height was determined by differential leveling
 AQ1316.and adjusted by the National Geodetic Survey in June 1991..
 AQ1316
 AQ1316.The geoid height was determined by GEOID03.
 AQ1316
 AQ1316.The dynamic height is computed by dividing the NAVD 88
 AQ1316.geopotential number by the normal gravity value computed on the
 AQ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1316.degrees latitude (g = 980.6199 gals.).
 AQ1316
 AQ1316.The modeled gravity was interpolated from observed gravity values.
 AQ1316
 AQ1316;                    North         East    Units  Estimated Accuracy
 AQ1316;SPC FL E     -   526,910.      198,080.      MT  (+/- 180 meters Scaled)
 AQ1316
 AQ1316                          SUPERSEDED SURVEY CONTROL
 AQ1316
 AQ1316  NGVD 29 (??/??/92)    5.943  (m)           19.50   (f) ADJ UNCH    2 0
 AQ1316
 AQ1316.Superseded values are not recommended for survey control.
 AQ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1316.See file dsdata.txt to determine how the superseded data were derived.
 AQ1316
 AQ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN980178(NAD 83)
 AQ1316_MARKER: DD = SURVEY DISK
 AQ1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1316_SP_SET: BRIDGE
 AQ1316_STAMPING: 27C 1918
 AQ1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1316
 AQ1316  HISTORY     - Date     Condition        Report By
 AQ1316  HISTORY     - 1918     MONUMENTED       FLDT
 AQ1316  HISTORY     - 1972     GOOD             FLDT
 AQ1316  HISTORY     - 1984     GOOD             USPSQD
 AQ1316  HISTORY     - 1990     GOOD             USPSQD
 AQ1316
 AQ1316                          STATION DESCRIPTION
 AQ1316
 AQ1316'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1316'9.7 MI NW FROM NEW SMYRNA.
 AQ1316'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1316'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1316'NORTH ON I-95 FOR ABOUT 5.6 MILES TO SOUTH END OF I-95 BRIDGE
 AQ1316'OVER SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1316'BRASS DISK PRESET FLUSH IN THE SE END OF I-95 NORTHBOUND LANE
 AQ1316'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.3 FOOT
 AQ1316'NW OF SE CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.5 FEET NE OF
 AQ1316'CENTERLINE OF I-95 NORTHBOUND LANE.  SECTION 29, T 16 S, R 33 E.
 AQ1316
 AQ1316                          STATION RECOVERY (1984)
 AQ1316
 AQ1316'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1316'RECOVERED IN GOOD CONDITION.
 AQ1316
 AQ1316                          STATION RECOVERY (1990)
 AQ1316
 AQ1316'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7397 ***********************************************************************
 AG7397  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7397  DESIGNATION -  27 FLDT
 AG7397  PID         -  AG7397
 AG7397  STATE/COUNTY-  FL/SARASOTA
 AG7397  USGS QUAD   -  SARASOTA (1992)
 AG7397
 AG7397                         *CURRENT SURVEY CONTROL
 AG7397  ___________________________________________________________________
 AG7397* NAD 83(1986)-  27 20 16.     (N)    082 35 27.     (W)     SCALED    
 AG7397* NAVD 88     -         1.184  (meters)       3.88   (feet)  ADJUSTED  
 AG7397  ___________________________________________________________________
 AG7397  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG7397  DYNAMIC HT  -           1.182 (meters)       3.88  (feet)  COMP
 AG7397  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 AG7397
 AG7397  VERT ORDER  -  SECOND    CLASS I
 AG7397
 AG7397.The horizontal coordinates were scaled from a topographic map and have
 AG7397.an estimated accuracy of +/- 6 seconds.
 AG7397
 AG7397.The orthometric height was determined by differential leveling
 AG7397.and adjusted by the National Geodetic Survey in June 1991..
 AG7397
 AG7397.This Tidal Bench Mark is designated as VM 6130
 AG7397.by the Center for Operational Oceanographic Products and Services.
 AG7397
 AG7397.The geoid height was determined by GEOID03.
 AG7397
 AG7397.The dynamic height is computed by dividing the NAVD 88
 AG7397.geopotential number by the normal gravity value computed on the
 AG7397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7397.degrees latitude (g = 980.6199 gals.).
 AG7397
 AG7397.The modeled gravity was interpolated from observed gravity values.
 AG7397
 AG7397;                    North         East    Units  Estimated Accuracy
 AG7397;SPC FL W     -   332,970.      141,540.      MT  (+/- 180 meters Scaled)
 AG7397
 AG7397                          SUPERSEDED SURVEY CONTROL
 AG7397
 AG7397.No superseded survey control is available for this station.
 AG7397
 AG7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL426248(NAD 83)
 AG7397_MARKER: DB = BENCH MARK DISK
 AG7397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7397_SP_SET: CONCRETE POST
 AG7397_STAMPING: DOT BM 27 EL-4.980
 AG7397_MARK LOGO: FLDT  
 AG7397_PROJECTION: FLUSH
 AG7397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7397+STABILITY: SURFACE MOTION
 AG7397
 AG7397  HISTORY     - Date     Condition        Report By
 AG7397  HISTORY     - 1978     MONUMENTED       FLDT
 AG7397  HISTORY     - 1979     GOOD             FLDNR
 AG7397  HISTORY     - 1983     GOOD             USPSQD
 AG7397  HISTORY     - 1983     GOOD             FLDNR
 AG7397  HISTORY     - 20020620 GOOD             USPSQD
 AG7397
 AG7397                          STATION DESCRIPTION
 AG7397
 AG7397'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7397'SARASOTA.
 AG7397'AT LONGBOAT MARINA, THE MARK IS LOCATED ABOUT 250 FEET NORTH OF THE
 AG7397'CENTERLINE OF ENTRANCE TO MARINA, AND BEARS 51.6 FEET EAST OF THE
 AG7397'CENTERLINE OF STATE HIGHWAY 789, AND 68.4 FEET NORTH OF POWER POLE
 AG7397'WITH TWO TRANSFORMERS.
 AG7397
 AG7397                          STATION RECOVERY (1983)
 AG7397
 AG7397'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7397'MARKER IS UNDER NEW SOD, 6 FT EAST OF BIKE PATH AND 42 FT. SOUTH OF
 AG7397'THE CENTERLINE OF A BROAD DOUBLE ASPHALTED ENTERANCE TO 'SARASOTA
 AG7397'SQUARE BUISNESS BUILDING'. A DISCARDE, BROKEN WITNESS POST WAS
 AG7397'REBUILT AND INSTALLED TO THE EAST OF THE BM POST.
 AG7397
 AG7397                          STATION RECOVERY (1983)
 AG7397
 AG7397'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7397'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7397'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7397'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7397'789, GO 1.75 MILES NORTH ALONG STATE ROAD 789 TO THE ENTRANCE TO
 AG7397'LONGBOAT KEY MARINA AND THE MARK.  THE MARK BEARS 250 FEET NORTH OF
 AG7397'THE CENTERLINE OF THE ENTRANCE TO LONGBOAT KEY, 51.6 FEET EAST OF THE
 AG7397'CENTERLINE OF STATE ROAD 789, AND 68.4 FEET NORTH OF A POWER POLE WITH
 AG7397'TWO TRANSFORMERS.
 AG7397
 AG7397                          STATION RECOVERY (2002)
 AG7397
 AG7397'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7397'ALSO RECOVERED
 AG7397'        27 FLDT RM1 IN GOOD CONDITION 8 FT NW OF STATION
 AG7397'        27 FLDT RM2 IN GOOD CONDITION 8 FT SW OF STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0718 ***********************************************************************
 AQ0718  DESIGNATION -  27 JAS
 AQ0718  PID         -  AQ0718
 AQ0718  STATE/COUNTY-  FL/MARION
 AQ0718  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ0718
 AQ0718                         *CURRENT SURVEY CONTROL
 AQ0718  ___________________________________________________________________
 AQ0718* NAD 83(1986)-  29 10 14.     (N)    081 39 28.     (W)     SCALED    
 AQ0718* NAVD 88     -        15.828  (meters)      51.93   (feet)  ADJUSTED  
 AQ0718  ___________________________________________________________________
 AQ0718  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ0718  DYNAMIC HT  -          15.805 (meters)      51.85  (feet)  COMP
 AQ0718  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 AQ0718
 AQ0718  VERT ORDER  -  FIRST     CLASS II
 AQ0718
 AQ0718.The horizontal coordinates were scaled from a topographic map and have
 AQ0718.an estimated accuracy of +/- 6 seconds.
 AQ0718
 AQ0718.The orthometric height was determined by differential leveling
 AQ0718.and adjusted by the National Geodetic Survey in June 1991..
 AQ0718
 AQ0718.Photographs are available for this station.
 AQ0718
 AQ0718.The geoid height was determined by GEOID03.
 AQ0718
 AQ0718.The dynamic height is computed by dividing the NAVD 88
 AQ0718.geopotential number by the normal gravity value computed on the
 AQ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0718.degrees latitude (g = 980.6199 gals.).
 AQ0718
 AQ0718.The modeled gravity was interpolated from observed gravity values.
 AQ0718
 AQ0718;                    North         East    Units  Estimated Accuracy
 AQ0718;SPC FL W     -   535,980.      233,290.      MT  (+/- 180 meters Scaled)
 AQ0718
 AQ0718                          SUPERSEDED SURVEY CONTROL
 AQ0718
 AQ0718  NGVD 29 (??/??/92)   16.149  (m)           52.98   (f) ADJ UNCH    1 2
 AQ0718
 AQ0718.Superseded values are not recommended for survey control.
 AQ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0718.See file dsdata.txt to determine how the superseded data were derived.
 AQ0718
 AQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN360270(NAD 83)
 AQ0718_MARKER: DD = SURVEY DISK
 AQ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0718_STAMPING: 27 JAS 1966 53
 AQ0718_MARK LOGO: USGS  
 AQ0718_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0718+STABILITY: SURFACE MOTION
 AQ0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0718+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 AQ0718
 AQ0718  HISTORY     - Date     Condition        Report By
 AQ0718  HISTORY     - 1966     MONUMENTED       USGS
 AQ0718  HISTORY     - 1968     GOOD             NGS
 AQ0718  HISTORY     - 1990     GOOD             LOCSUR
 AQ0718  HISTORY     - 19910303 GOOD             USPSQD
 AQ0718  HISTORY     - 20010416 GOOD             FLDEP
 AQ0718  HISTORY     - 20050409 GOOD             USPSQD
 AQ0718
 AQ0718                          STATION DESCRIPTION
 AQ0718
 AQ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0718'8.8 MI W FROM ASTOR.
 AQ0718'ABOUT 8.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0718'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 1.0
 AQ0718'MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 19, 61 FEET
 AQ0718'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET NORTHWEST
 AQ0718'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT NORTHEAST OF
 AQ0718'A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 AQ0718'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 AQ0718'THE LEVEL OF THE GROUND.
 AQ0718
 AQ0718                          STATION RECOVERY (1990)
 AQ0718
 AQ0718'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (WHT)
 AQ0718'RECOVERED IN GOOD CONDITION.
 AQ0718
 AQ0718                          STATION RECOVERY (1991)
 AQ0718
 AQ0718'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0718'RECOVERED IN GOOD CONDITION.
 AQ0718
 AQ0718                          STATION RECOVERY (2001)
 AQ0718
 AQ0718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (BPJ)
 AQ0718'RECOVERED AS DESCRIBED.
 AQ0718
 AQ0718                          STATION RECOVERY (2005)
 AQ0718
 AQ0718'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0274 ***********************************************************************
 BE0274  DESIGNATION -  27 JWM
 BE0274  PID         -  BE0274
 BE0274  STATE/COUNTY-  FL/JACKSON
 BE0274  USGS QUAD   -  MARIANNA (1994)
 BE0274
 BE0274                         *CURRENT SURVEY CONTROL
 BE0274  ___________________________________________________________________
 BE0274* NAD 83(1986)-  30 52 12.     (N)    085 09 44.     (W)     SCALED    
 BE0274* NAVD 88     -        34.991  (meters)     114.80   (feet)  ADJUSTED  
 BE0274  ___________________________________________________________________
 BE0274  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BE0274  DYNAMIC HT  -          34.946 (meters)     114.65  (feet)  COMP
 BE0274  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 BE0274
 BE0274  VERT ORDER  -  SECOND    CLASS 0
 BE0274
 BE0274.The horizontal coordinates were scaled from a topographic map and have
 BE0274.an estimated accuracy of +/- 6 seconds.
 BE0274
 BE0274.The orthometric height was determined by differential leveling
 BE0274.and adjusted by the National Geodetic Survey in June 1991..
 BE0274
 BE0274.The geoid height was determined by GEOID03.
 BE0274
 BE0274.The dynamic height is computed by dividing the NAVD 88
 BE0274.geopotential number by the normal gravity value computed on the
 BE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0274.degrees latitude (g = 980.6199 gals.).
 BE0274
 BE0274.The modeled gravity was interpolated from observed gravity values.
 BE0274
 BE0274;                    North         East    Units  Estimated Accuracy
 BE0274;SPC FL N     -   207,480.      536,670.      MT  (+/- 180 meters Scaled)
 BE0274
 BE0274                          SUPERSEDED SURVEY CONTROL
 BE0274
 BE0274  NGVD 29 (??/??/92)   35.116  (m)          115.21   (f) ADJ UNCH    2 0
 BE0274
 BE0274.Superseded values are not recommended for survey control.
 BE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0274.See file dsdata.txt to determine how the superseded data were derived.
 BE0274
 BE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV756166(NAD 83)
 BE0274_MARKER: DB = BENCH MARK DISK
 BE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0274_STAMPING: 27 JWM 1951 115
 BE0274_MARK LOGO: USGS  
 BE0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0274+STABILITY: SURFACE MOTION
 BE0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE0274+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1991
 BE0274
 BE0274  HISTORY     - Date     Condition        Report By
 BE0274  HISTORY     - 1951     MONUMENTED       USGS
 BE0274  HISTORY     - 1952     GOOD             NGS
 BE0274  HISTORY     - 1989     GOOD             USPSQD
 BE0274  HISTORY     - 19910524 GOOD             NGS
 BE0274  HISTORY     - 20010331 GOOD             NGS
 BE0274  HISTORY     - 20010331 GOOD             NGS
 BE0274
 BE0274                          STATION DESCRIPTION
 BE0274
 BE0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0274'AT GREENWOOD.
 BE0274'AT GREENWOOD, AT THE JUNCTION OF STATE HIGHWAYS 71 AND 69, 39
 BE0274'FEET EAST OF CENTER LINE OF HIGHWAY 71, 33 FEET NORTH OF CENTER
 BE0274'LINE OF HIGHWAY 69, 14 FEET EAST OF A POWER POLE, 3 FEET NORTHWEST
 BE0274'OF A FENCE CORNER, 1/2 FOOT ABOVE LEVEL OF HIGHWAY 71 AND SET
 BE0274'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0274
 BE0274                          STATION RECOVERY (1989)
 BE0274
 BE0274'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0274'RECOVERED IN GOOD CONDITION.
 BE0274
 BE0274                          STATION RECOVERY (1991)
 BE0274
 BE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0274'THE MARK IS IN GREENWOOD, AT THE JUNCTION OF STATE HIGHWAY 71 AND
 BE0274'STATE HIGHWAY 69, IN SECTION 31, T 6 N, R 9 W. THE MARK IS IN
 BE0274'GREENWOOD AT THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 69,
 BE0274'SET IN THE TOP OF CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED
 BE0274'39.0 FT (11.9 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 71, 33.0 FT
 BE0274'(10.1 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 69, 14.0 FT (4.3 M)
 BE0274'EAST OF A POWER POLE AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE
 BE0274'HIGHWAY. MARK WAS NOT LEVELED TO THIS DATE.
 BE0274
 BE0274                          STATION RECOVERY (2001)
 BE0274
 BE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0274
 BE0274                          STATION RECOVERY (2001)
 BE0274
 BE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6787 ***********************************************************************
 DE6787  DESIGNATION -  27 RJN
 DE6787  PID         -  DE6787
 DE6787  STATE/COUNTY-  FL/PUTNAM
 DE6787  USGS QUAD   -  SAN MATEO (1980)
 DE6787
 DE6787                         *CURRENT SURVEY CONTROL
 DE6787  ___________________________________________________________________
 DE6787* NAD 83(1986)-  29 32 24.     (N)    081 31 23.     (W)     SCALED    
 DE6787* NAVD 88     -         4.618  (meters)      15.15   (feet)  ADJUSTED  
 DE6787  ___________________________________________________________________
 DE6787  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DE6787  DYNAMIC HT  -           4.611 (meters)      15.13  (feet)  COMP
 DE6787  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 DE6787
 DE6787  VERT ORDER  -  SECOND    CLASS I
 DE6787
 DE6787.The horizontal coordinates were scaled from a topographic map and have
 DE6787.an estimated accuracy of +/- 6 seconds.
 DE6787
 DE6787.The orthometric height was determined by differential leveling
 DE6787.and adjusted by the National Geodetic Survey in May 2004..
 DE6787
 DE6787.The geoid height was determined by GEOID03.
 DE6787
 DE6787.The dynamic height is computed by dividing the NAVD 88
 DE6787.geopotential number by the normal gravity value computed on the
 DE6787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6787.degrees latitude (g = 980.6199 gals.).
 DE6787
 DE6787.The modeled gravity was interpolated from observed gravity values.
 DE6787
 DE6787;                    North         East    Units  Estimated Accuracy
 DE6787;SPC FL E     -   576,990.      149,300.      MT  (+/- 180 meters Scaled)
 DE6787
 DE6787                          SUPERSEDED SURVEY CONTROL
 DE6787
 DE6787.No superseded survey control is available for this station.
 DE6787
 DE6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN493679(NAD 83)
 DE6787_MARKER: DD = SURVEY DISK
 DE6787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6787_SP_SET: HEADWALL
 DE6787_STAMPING: 27 RJN 1967 16 FT
 DE6787_MARK LOGO: DI    
 DE6787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6787+STABILITY: SURFACE MOTION
 DE6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6787+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1999
 DE6787
 DE6787  HISTORY     - Date     Condition        Report By
 DE6787  HISTORY     - 1967     MONUMENTED       DI
 DE6787  HISTORY     - 19990422 GOOD             FLDEP
 DE6787
 DE6787                          STATION DESCRIPTION
 DE6787
 DE6787'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6787'THE MARK IS ABOUT 18.0 MI (29.0 KM) WEST OF BUNNELL, 11.0 MI (17.7 KM)
 DE6787'SOUTHEAST OF PALATKA, 6.0 MI (9.7 KM) EAST OF SAN MATEO ON STATE ROAD
 DE6787'100 IN SECTION 13, TOWNSHIP 11 SOUTH, RANGE 27 EAST. TO REACH THE MARK
 DE6787'FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE ROAD 100 IN SAN MATEO,
 DE6787'GO SOUTHEAST ON STATE ROAD 100 FOR 6.0 MI (9.7 KM) TO THE MARK ON THE
 DE6787'RIGHT, SET IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE HEADWALL,
 DE6787'2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 100. LOCATED 48.0 FT
 DE6787'(14.6 M) EAST OF REFERENCE MARK HOBBS NO 1 1935, 44.4 FT (13.5 M)
 DE6787'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING
 DE6787'SOUTHWEST, 22.2 FT (6.8 M) SOUTHEAST OF THE CENTERLINE OF STATE ROAD
 DE6787'100 AND 1.0 FT (0.3 M) NORTHWEST OF A DOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0144 ***********************************************************************
 AG0144  DESIGNATION -  270 FLHD
 AG0144  PID         -  AG0144
 AG0144  STATE/COUNTY-  FL/PINELLAS
 AG0144  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0144
 AG0144                         *CURRENT SURVEY CONTROL
 AG0144  ___________________________________________________________________
 AG0144* NAD 83(1986)-  27 52 55.     (N)    082 42 53.     (W)     SCALED    
 AG0144* NAVD 88     -         2.870  (meters)       9.42   (feet)  ADJUSTED  
 AG0144  ___________________________________________________________________
 AG0144  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0144  DYNAMIC HT  -           2.866 (meters)       9.40  (feet)  COMP
 AG0144  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AG0144
 AG0144  VERT ORDER  -  SECOND    CLASS II
 AG0144
 AG0144.The horizontal coordinates were scaled from a topographic map and have
 AG0144.an estimated accuracy of +/- 6 seconds.
 AG0144
 AG0144.The orthometric height was determined by differential leveling
 AG0144.and adjusted by the National Geodetic Survey in June 1991..
 AG0144
 AG0144.The geoid height was determined by GEOID03.
 AG0144
 AG0144.The dynamic height is computed by dividing the NAVD 88
 AG0144.geopotential number by the normal gravity value computed on the
 AG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0144.degrees latitude (g = 980.6199 gals.).
 AG0144
 AG0144.The modeled gravity was interpolated from observed gravity values.
 AG0144
 AG0144;                    North         East    Units  Estimated Accuracy
 AG0144;SPC FL W     -   393,330.      129,630.      MT  (+/- 180 meters Scaled)
 AG0144
 AG0144                          SUPERSEDED SURVEY CONTROL
 AG0144
 AG0144  NGVD 29 (??/??/92)    3.133  (m)           10.28   (f) ADJ UNCH    2 2
 AG0144
 AG0144.Superseded values are not recommended for survey control.
 AG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0144.See file dsdata.txt to determine how the superseded data were derived.
 AG0144
 AG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL312853(NAD 83)
 AG0144_MARKER: DD = SURVEY DISK
 AG0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0144_SP_SET: WINGWALL
 AG0144_STAMPING: 270
 AG0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0144+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AG0144
 AG0144  HISTORY     - Date     Condition        Report By
 AG0144  HISTORY     - UNK      MONUMENTED       FLHD
 AG0144  HISTORY     - 1976     GOOD             FLDT
 AG0144  HISTORY     - 20030308 GOOD             USPSQD
 AG0144
 AG0144                          STATION DESCRIPTION
 AG0144
 AG0144'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0144'1 MI SE FROM LARGO.
 AG0144'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0144'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.95
 AG0144'MILE TO BRIDGE.  STATION ON LEFT, N.E. CORNER OF THE NORTH
 AG0144'BOUND LANE.  SET IN THE TOP OF THE CONCRETE WINGWALL.  SECTION
 AG0144'8, T 30, R 16.
 AG0144
 AG0144                          STATION RECOVERY (2003)
 AG0144
 AG0144'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA)
 AG0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0135 ***********************************************************************
 AG0135  DESIGNATION -  271 FLHD
 AG0135  PID         -  AG0135
 AG0135  STATE/COUNTY-  FL/PINELLAS
 AG0135  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0135
 AG0135                         *CURRENT SURVEY CONTROL
 AG0135  ___________________________________________________________________
 AG0135* NAD 83(1986)-  27 52 55.     (N)    082 42 53.     (W)     SCALED    
 AG0135* NAVD 88     -         2.888  (meters)       9.47   (feet)  ADJUSTED  
 AG0135  ___________________________________________________________________
 AG0135  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0135  DYNAMIC HT  -           2.883 (meters)       9.46  (feet)  COMP
 AG0135  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AG0135
 AG0135  VERT ORDER  -  SECOND    CLASS II
 AG0135
 AG0135.The horizontal coordinates were scaled from a topographic map and have
 AG0135.an estimated accuracy of +/- 6 seconds.
 AG0135
 AG0135.The orthometric height was determined by differential leveling
 AG0135.and adjusted by the National Geodetic Survey in June 1991..
 AG0135
 AG0135.The geoid height was determined by GEOID03.
 AG0135
 AG0135.The dynamic height is computed by dividing the NAVD 88
 AG0135.geopotential number by the normal gravity value computed on the
 AG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0135.degrees latitude (g = 980.6199 gals.).
 AG0135
 AG0135.The modeled gravity was interpolated from observed gravity values.
 AG0135
 AG0135;                    North         East    Units  Estimated Accuracy
 AG0135;SPC FL W     -   393,330.      129,630.      MT  (+/- 180 meters Scaled)
 AG0135
 AG0135                          SUPERSEDED SURVEY CONTROL
 AG0135
 AG0135  NGVD 29 (??/??/92)    3.151  (m)           10.34   (f) ADJ UNCH    2 2
 AG0135
 AG0135.Superseded values are not recommended for survey control.
 AG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0135.See file dsdata.txt to determine how the superseded data were derived.
 AG0135
 AG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL312853(NAD 83)
 AG0135_MARKER: DD = SURVEY DISK
 AG0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0135_SP_SET: WINGWALL
 AG0135_STAMPING: 271
 AG0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0135
 AG0135  HISTORY     - Date     Condition        Report By
 AG0135  HISTORY     - UNK      MONUMENTED       FLHD
 AG0135  HISTORY     - 1976     GOOD             FLDT
 AG0135  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 AG0135
 AG0135                          STATION DESCRIPTION
 AG0135
 AG0135'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0135'1 MI SE FROM LARGO.
 AG0135'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0135'ULMERTON RD. (SR. 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.95
 AG0135'MILE TO BRIDGE.  STATION ON RIGHT, IN THE S.W. CORNER OF SOUTH
 AG0135'BOUND BRIDGE.  SET IN THE TOP OF THE CONCRETE WINGWALL.  SECTION
 AG0135'8, T 30, R 16.
 AG0135
 AG0135                          STATION RECOVERY (2003)
 AG0135
 AG0135'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK)
 AG0135'BRIDGE WIDENED SEVERAL YEARS AGO
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0136 ***********************************************************************
 AG0136  DESIGNATION -  272 FLHD
 AG0136  PID         -  AG0136
 AG0136  STATE/COUNTY-  FL/PINELLAS
 AG0136  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0136
 AG0136                         *CURRENT SURVEY CONTROL
 AG0136  ___________________________________________________________________
 AG0136* NAD 83(1986)-  27 52 43.     (N)    082 42 41.     (W)     SCALED    
 AG0136* NAVD 88     -         3.268  (meters)      10.72   (feet)  ADJUSTED  
 AG0136  ___________________________________________________________________
 AG0136  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0136  DYNAMIC HT  -           3.263 (meters)      10.71  (feet)  COMP
 AG0136  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AG0136
 AG0136  VERT ORDER  -  SECOND    CLASS II
 AG0136
 AG0136.The horizontal coordinates were scaled from a topographic map and have
 AG0136.an estimated accuracy of +/- 6 seconds.
 AG0136
 AG0136.The orthometric height was determined by differential leveling
 AG0136.and adjusted by the National Geodetic Survey in June 1991..
 AG0136
 AG0136.The geoid height was determined by GEOID03.
 AG0136
 AG0136.The dynamic height is computed by dividing the NAVD 88
 AG0136.geopotential number by the normal gravity value computed on the
 AG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0136.degrees latitude (g = 980.6199 gals.).
 AG0136
 AG0136.The modeled gravity was interpolated from observed gravity values.
 AG0136
 AG0136;                    North         East    Units  Estimated Accuracy
 AG0136;SPC FL W     -   392,960.      129,950.      MT  (+/- 180 meters Scaled)
 AG0136
 AG0136                          SUPERSEDED SURVEY CONTROL
 AG0136
 AG0136  NGVD 29 (??/??/92)    3.531  (m)           11.58   (f) ADJ UNCH    2 2
 AG0136
 AG0136.Superseded values are not recommended for survey control.
 AG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0136.See file dsdata.txt to determine how the superseded data were derived.
 AG0136
 AG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL315849(NAD 83)
 AG0136_MARKER: DD = SURVEY DISK
 AG0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0136_SP_SET: HEADWALL
 AG0136_STAMPING: 272
 AG0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0136+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AG0136
 AG0136  HISTORY     - Date     Condition        Report By
 AG0136  HISTORY     - UNK      MONUMENTED       FLHD
 AG0136  HISTORY     - 1976     GOOD             FLDT
 AG0136  HISTORY     - 20030221 GOOD             USPSQD
 AG0136
 AG0136                          STATION DESCRIPTION
 AG0136
 AG0136'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0136'2 MI SE FROM LARGO.
 AG0136'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0136'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.25
 AG0136'MILE.  STATION ON LEFT, 81.5 FT. N.E. OF THE CENTERLINE OF U.S.
 AG0136'HWY. 19, 71.0 FT. N.N.W. OF A POWER POLE, NUMBER 1A-32238-R.
 AG0136'SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 16, T 30,
 AG0136'R 16.
 AG0136
 AG0136                          STATION RECOVERY (2003)
 AG0136
 AG0136'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0136'STATION LOCATED ON TOP OF CONCRETE HEADWALL NORTHBOUND LANES OF ROUTE
 AG0136'US 19, ON SOUTH SPAN OF ULMERTON ROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0137 ***********************************************************************
 AG0137  DESIGNATION -  273 FLHD
 AG0137  PID         -  AG0137
 AG0137  STATE/COUNTY-  FL/PINELLAS
 AG0137  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0137
 AG0137                         *CURRENT SURVEY CONTROL
 AG0137  ___________________________________________________________________
 AG0137* NAD 83(1986)-  27 52 31.     (N)    082 42 35.     (W)     SCALED    
 AG0137* NAVD 88     -         3.876  (meters)      12.72   (feet)  ADJUSTED  
 AG0137  ___________________________________________________________________
 AG0137  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AG0137  DYNAMIC HT  -           3.870 (meters)      12.70  (feet)  COMP
 AG0137  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AG0137
 AG0137  VERT ORDER  -  SECOND    CLASS II
 AG0137
 AG0137.The horizontal coordinates were scaled from a topographic map and have
 AG0137.an estimated accuracy of +/- 6 seconds.
 AG0137
 AG0137.The orthometric height was determined by differential leveling
 AG0137.and adjusted by the National Geodetic Survey in June 1991..
 AG0137
 AG0137.The geoid height was determined by GEOID03.
 AG0137
 AG0137.The dynamic height is computed by dividing the NAVD 88
 AG0137.geopotential number by the normal gravity value computed on the
 AG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0137.degrees latitude (g = 980.6199 gals.).
 AG0137
 AG0137.The modeled gravity was interpolated from observed gravity values.
 AG0137
 AG0137;                    North         East    Units  Estimated Accuracy
 AG0137;SPC FL W     -   392,590.      130,110.      MT  (+/- 180 meters Scaled)
 AG0137
 AG0137                          SUPERSEDED SURVEY CONTROL
 AG0137
 AG0137  NGVD 29 (??/??/92)    4.138  (m)           13.58   (f) ADJ UNCH    2 2
 AG0137
 AG0137.Superseded values are not recommended for survey control.
 AG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0137.See file dsdata.txt to determine how the superseded data were derived.
 AG0137
 AG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316845(NAD 83)
 AG0137_MARKER: DD = SURVEY DISK
 AG0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0137_SP_SET: HEADWALL
 AG0137_STAMPING: 273
 AG0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0137
 AG0137  HISTORY     - Date     Condition        Report By
 AG0137  HISTORY     - UNK      MONUMENTED       FLHD
 AG0137  HISTORY     - 1976     GOOD             FLDT
 AG0137
 AG0137                          STATION DESCRIPTION
 AG0137
 AG0137'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0137'0.2 MI N FROM PINELLAS PARK.
 AG0137'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0137'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.6
 AG0137'MILE.  STATION ON LEFT, 59.0 FT. N.E. OF THE CENTERLINE OF
 AG0137'U.S. HWY. 19, 142.0 FT. S.S.E. OF POWER POLE, NUMBER 1A-32232R.
 AG0137'SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 16, T 30,
 AG0137'R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0138 ***********************************************************************
 AG0138  DESIGNATION -  274 FLHD
 AG0138  PID         -  AG0138
 AG0138  STATE/COUNTY-  FL/PINELLAS
 AG0138  USGS QUAD   -  ST PETERSBURG (1987)
 AG0138
 AG0138                         *CURRENT SURVEY CONTROL
 AG0138  ___________________________________________________________________
 AG0138* NAD 83(1986)-  27 52 19.     (N)    082 42 23.     (W)     SCALED    
 AG0138* NAVD 88     -         3.795  (meters)      12.45   (feet)  ADJUSTED  
 AG0138  ___________________________________________________________________
 AG0138  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AG0138  DYNAMIC HT  -           3.790 (meters)      12.43  (feet)  COMP
 AG0138  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AG0138
 AG0138  VERT ORDER  -  SECOND    CLASS II
 AG0138
 AG0138.The horizontal coordinates were scaled from a topographic map and have
 AG0138.an estimated accuracy of +/- 6 seconds.
 AG0138
 AG0138.The orthometric height was determined by differential leveling
 AG0138.and adjusted by the National Geodetic Survey in June 1991..
 AG0138
 AG0138.The geoid height was determined by GEOID03.
 AG0138
 AG0138.The dynamic height is computed by dividing the NAVD 88
 AG0138.geopotential number by the normal gravity value computed on the
 AG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0138.degrees latitude (g = 980.6199 gals.).
 AG0138
 AG0138.The modeled gravity was interpolated from observed gravity values.
 AG0138
 AG0138;                    North         East    Units  Estimated Accuracy
 AG0138;SPC FL W     -   392,220.      130,440.      MT  (+/- 180 meters Scaled)
 AG0138
 AG0138                          SUPERSEDED SURVEY CONTROL
 AG0138
 AG0138  NGVD 29 (??/??/92)    4.058  (m)           13.31   (f) ADJ UNCH    2 2
 AG0138
 AG0138.Superseded values are not recommended for survey control.
 AG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0138.See file dsdata.txt to determine how the superseded data were derived.
 AG0138
 AG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL320841(NAD 83)
 AG0138_MARKER: DD = SURVEY DISK
 AG0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0138_SP_SET: HEADWALL
 AG0138_STAMPING: 274
 AG0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0138
 AG0138  HISTORY     - Date     Condition        Report By
 AG0138  HISTORY     - UNK      MONUMENTED       FLHD
 AG0138  HISTORY     - 1976     GOOD             FLDT
 AG0138  HISTORY     - 20030316 MARK NOT FOUND   USPSQD
 AG0138
 AG0138                          STATION DESCRIPTION
 AG0138
 AG0138'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0138'0.2 MI N FROM PINELLAS PARK.
 AG0138'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0138'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.9
 AG0138'MILE.  STATION ON LEFT, 60.4 FT. N.E. OF THE CENTERLINE OF U.S.
 AG0138'HWY. 19, 66.0 FT. SOUTH OF POWER POLE, NUMBER 1A-31965-R.  SET
 AG0138'IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 16, T 30, R 16.
 AG0138
 AG0138                          STATION RECOVERY (2003)
 AG0138
 AG0138'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0139 ***********************************************************************
 AG0139  DESIGNATION -  275 FLHD
 AG0139  PID         -  AG0139
 AG0139  STATE/COUNTY-  FL/PINELLAS
 AG0139  USGS QUAD   -  ST PETERSBURG (1987)
 AG0139
 AG0139                         *CURRENT SURVEY CONTROL
 AG0139  ___________________________________________________________________
 AG0139* NAD 83(1986)-  27 51 43.     (N)    082 41 59.     (W)     SCALED    
 AG0139* NAVD 88     -         3.083  (meters)      10.11   (feet)  ADJUSTED  
 AG0139  ___________________________________________________________________
 AG0139  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG0139  DYNAMIC HT  -           3.079 (meters)      10.10  (feet)  COMP
 AG0139  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AG0139
 AG0139  VERT ORDER  -  SECOND    CLASS II
 AG0139
 AG0139.The horizontal coordinates were scaled from a topographic map and have
 AG0139.an estimated accuracy of +/- 6 seconds.
 AG0139
 AG0139.The orthometric height was determined by differential leveling
 AG0139.and adjusted by the National Geodetic Survey in June 1991..
 AG0139
 AG0139.The geoid height was determined by GEOID03.
 AG0139
 AG0139.The dynamic height is computed by dividing the NAVD 88
 AG0139.geopotential number by the normal gravity value computed on the
 AG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0139.degrees latitude (g = 980.6199 gals.).
 AG0139
 AG0139.The modeled gravity was interpolated from observed gravity values.
 AG0139
 AG0139;                    North         East    Units  Estimated Accuracy
 AG0139;SPC FL W     -   391,110.      131,090.      MT  (+/- 180 meters Scaled)
 AG0139
 AG0139                          SUPERSEDED SURVEY CONTROL
 AG0139
 AG0139  NGVD 29 (??/??/92)    3.346  (m)           10.98   (f) ADJ UNCH    2 2
 AG0139
 AG0139.Superseded values are not recommended for survey control.
 AG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0139.See file dsdata.txt to determine how the superseded data were derived.
 AG0139
 AG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83)
 AG0139_MARKER: DD = SURVEY DISK
 AG0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0139_SP_SET: HEADWALL
 AG0139_STAMPING: 275
 AG0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0139
 AG0139  HISTORY     - Date     Condition        Report By
 AG0139  HISTORY     - UNK      MONUMENTED       FLHD
 AG0139  HISTORY     - 1976     GOOD             FLDT
 AG0139
 AG0139                          STATION DESCRIPTION
 AG0139
 AG0139'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0139'AT PINELLAS PARK.
 AG0139'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH
 AG0139'ST. (SR 691).  184.0 FT. N.E. OF THE CENTER OF THE INTERSECTION
 AG0139'OF U.S. HWY. 19 AND 49TH ST., 31.5 FT. N.E. OF THE CENTERLINE
 AG0139'OF EXIT LANE OF U.S. HWY. 19, 65.0 FT. N.W. OF POWER POLE,
 AG0139'NUMBER 1-91689.  SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG0139'SECTION 21, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0140 ***********************************************************************
 AG0140  DESIGNATION -  276 FLHD
 AG0140  PID         -  AG0140
 AG0140  STATE/COUNTY-  FL/PINELLAS
 AG0140  USGS QUAD   -  ST PETERSBURG (1987)
 AG0140
 AG0140                         *CURRENT SURVEY CONTROL
 AG0140  ___________________________________________________________________
 AG0140* NAD 83(1986)-  27 51 43.     (N)    082 41 59.     (W)     SCALED    
 AG0140* NAVD 88     -        11.906  (meters)      39.06   (feet)  ADJUSTED  
 AG0140  ___________________________________________________________________
 AG0140  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG0140  DYNAMIC HT  -          11.888 (meters)      39.00  (feet)  COMP
 AG0140  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AG0140
 AG0140  VERT ORDER  -  SECOND    CLASS II
 AG0140
 AG0140.The horizontal coordinates were scaled from a topographic map and have
 AG0140.an estimated accuracy of +/- 6 seconds.
 AG0140
 AG0140.The orthometric height was determined by differential leveling
 AG0140.and adjusted by the National Geodetic Survey in June 1991..
 AG0140
 AG0140.The geoid height was determined by GEOID03.
 AG0140
 AG0140.The dynamic height is computed by dividing the NAVD 88
 AG0140.geopotential number by the normal gravity value computed on the
 AG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0140.degrees latitude (g = 980.6199 gals.).
 AG0140
 AG0140.The modeled gravity was interpolated from observed gravity values.
 AG0140
 AG0140;                    North         East    Units  Estimated Accuracy
 AG0140;SPC FL W     -   391,110.      131,090.      MT  (+/- 180 meters Scaled)
 AG0140
 AG0140                          SUPERSEDED SURVEY CONTROL
 AG0140
 AG0140  NGVD 29 (??/??/92)   12.168  (m)           39.92   (f) ADJ UNCH    2 2
 AG0140
 AG0140.Superseded values are not recommended for survey control.
 AG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0140.See file dsdata.txt to determine how the superseded data were derived.
 AG0140
 AG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83)
 AG0140_MARKER: DD = SURVEY DISK
 AG0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0140_SP_SET: HANDRAIL
 AG0140_STAMPING: 276
 AG0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0140+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AG0140
 AG0140  HISTORY     - Date     Condition        Report By
 AG0140  HISTORY     - UNK      MONUMENTED       FLHD
 AG0140  HISTORY     - 1976     GOOD             FLDT
 AG0140  HISTORY     - 20030308 GOOD             USPSQD
 AG0140
 AG0140                          STATION DESCRIPTION
 AG0140
 AG0140'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0140'AT PINELLAS PARK.
 AG0140'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH ST. (SR
 AG0140'691).  22.5 FT. N.W. OF THE S.E. CORNER OF THE SOUTHBOUND
 AG0140'OVERPASS HANDRAIL.  SET IN THE TOP OF THE CONCRETE HANDRAIL.
 AG0140'SECTION 21, T 30, R 16.
 AG0140
 AG0140                          STATION RECOVERY (2003)
 AG0140
 AG0140'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA)
 AG0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6307 ***********************************************************************
 AD6307  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6307  DESIGNATION -  2764
 AD6307  PID         -  AD6307
 AD6307  STATE/COUNTY-  FL/COLLIER
 AD6307  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6307
 AD6307                         *CURRENT SURVEY CONTROL
 AD6307  ___________________________________________________________________
 AD6307* NAD 83(1986)-  26 16 22.     (N)    081 49 26.     (W)     SCALED    
 AD6307* NAVD 88     -         8.003  (meters)      26.26   (feet)  ADJUSTED  
 AD6307  ___________________________________________________________________
 AD6307  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AD6307  DYNAMIC HT  -           7.990 (meters)      26.21  (feet)  COMP
 AD6307  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 AD6307
 AD6307  VERT ORDER  -  SECOND    CLASS I
 AD6307
 AD6307.The horizontal coordinates were scaled from a topographic map and have
 AD6307.an estimated accuracy of +/- 6 seconds.
 AD6307
 AD6307.The orthometric height was determined by differential leveling
 AD6307.and adjusted by the National Geodetic Survey in June 1991..
 AD6307
 AD6307.This Tidal Bench Mark is designated as VM 7845
 AD6307.by the Center for Operational Oceanographic Products and Services.
 AD6307
 AD6307.The geoid height was determined by GEOID03.
 AD6307
 AD6307.The dynamic height is computed by dividing the NAVD 88
 AD6307.geopotential number by the normal gravity value computed on the
 AD6307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6307.degrees latitude (g = 980.6199 gals.).
 AD6307
 AD6307.The modeled gravity was interpolated from observed gravity values.
 AD6307
 AD6307;                    North         East    Units  Estimated Accuracy
 AD6307;SPC FL E     -   215,100.      117,710.      MT  (+/- 180 meters Scaled)
 AD6307
 AD6307                          SUPERSEDED SURVEY CONTROL
 AD6307
 AD6307  NGVD 29 (09/01/92)    8.379  (m)           27.49   (f) ADJUSTED    2 1
 AD6307
 AD6307.Superseded values are not recommended for survey control.
 AD6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6307.See file dsdata.txt to determine how the superseded data were derived.
 AD6307
 AD6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK177061(NAD 83)
 AD6307_MARKER: DD = SURVEY DISK
 AD6307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6307_SP_SET: BRIDGE RAILING
 AD6307_STAMPING: 2764
 AD6307_MARK LOGO: FLHD  
 AD6307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6307
 AD6307  HISTORY     - Date     Condition        Report By
 AD6307  HISTORY     - UNK      MONUMENTED       FLHD
 AD6307  HISTORY     - 1984     GOOD             FLDNR
 AD6307  HISTORY     - 1990     GOOD             USPSQD
 AD6307  HISTORY     - 19991231 GOOD             USPSQD
 AD6307
 AD6307                          STATION DESCRIPTION
 AD6307
 AD6307'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6307'1.35 MI WEST FROM NAPLES PARK.
 AD6307'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6307'1.35 MILES WEST ON C 846 TO THE BRIDGE OVER WATER TURKEY BAY.  THE
 AD6307'MARK IS SET IN THE TOP OF THE BRIDGE RAILING AT THE NORTHEAST CORNER
 AD6307'OF THE BRIDGE, 19.6 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 AD6307'THE MARK IS 3 FT ABOVE ROAD.
 AD6307
 AD6307                          STATION RECOVERY (1990)
 AD6307
 AD6307'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6307'RECOVERED IN GOOD CONDITION.
 AD6307
 AD6307                          STATION RECOVERY (1999)
 AD6307
 AD6307'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0141 ***********************************************************************
 AG0141  DESIGNATION -  277 FLHD
 AG0141  PID         -  AG0141
 AG0141  STATE/COUNTY-  FL/PINELLAS
 AG0141  USGS QUAD   -  ST PETERSBURG (1987)
 AG0141
 AG0141                         *CURRENT SURVEY CONTROL
 AG0141  ___________________________________________________________________
 AG0141* NAD 83(1986)-  27 51 43.     (N)    082 41 59.     (W)     SCALED    
 AG0141* NAVD 88     -        11.801  (meters)      38.72   (feet)  ADJUSTED  
 AG0141  ___________________________________________________________________
 AG0141  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG0141  DYNAMIC HT  -          11.784 (meters)      38.66  (feet)  COMP
 AG0141  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AG0141
 AG0141  VERT ORDER  -  SECOND    CLASS II
 AG0141
 AG0141.The horizontal coordinates were scaled from a topographic map and have
 AG0141.an estimated accuracy of +/- 6 seconds.
 AG0141
 AG0141.The orthometric height was determined by differential leveling
 AG0141.and adjusted by the National Geodetic Survey in June 1991..
 AG0141
 AG0141.The geoid height was determined by GEOID03.
 AG0141
 AG0141.The dynamic height is computed by dividing the NAVD 88
 AG0141.geopotential number by the normal gravity value computed on the
 AG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0141.degrees latitude (g = 980.6199 gals.).
 AG0141
 AG0141.The modeled gravity was interpolated from observed gravity values.
 AG0141
 AG0141;                    North         East    Units  Estimated Accuracy
 AG0141;SPC FL W     -   391,110.      131,090.      MT  (+/- 180 meters Scaled)
 AG0141
 AG0141                          SUPERSEDED SURVEY CONTROL
 AG0141
 AG0141  NGVD 29 (??/??/92)   12.064  (m)           39.58   (f) ADJ UNCH    2 2
 AG0141
 AG0141.Superseded values are not recommended for survey control.
 AG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0141.See file dsdata.txt to determine how the superseded data were derived.
 AG0141
 AG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83)
 AG0141_MARKER: DD = SURVEY DISK
 AG0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0141_SP_SET: HANDRAIL
 AG0141_STAMPING: 277
 AG0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0141
 AG0141  HISTORY     - Date     Condition        Report By
 AG0141  HISTORY     - UNK      MONUMENTED       FLHD
 AG0141  HISTORY     - 1976     GOOD             FLDT
 AG0141
 AG0141                          STATION DESCRIPTION
 AG0141
 AG0141'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0141'AT PINELLAS PARK.
 AG0141'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH
 AG0141'ST. (SR 691).  19.8 FT. S.E. OF THE N.W. CORNER OF THE SOUTH
 AG0141'BOUND OVERPASS HANDRAIL.  SET IN THE TOP OF THE CONCRETE
 AG0141'HANDRAIL.  SECTION 21, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0142 ***********************************************************************
 AG0142  DESIGNATION -  278 FLHD
 AG0142  PID         -  AG0142
 AG0142  STATE/COUNTY-  FL/PINELLAS
 AG0142  USGS QUAD   -  ST PETERSBURG (1987)
 AG0142
 AG0142                         *CURRENT SURVEY CONTROL
 AG0142  ___________________________________________________________________
 AG0142* NAD 83(1986)-  27 51 43.     (N)    082 41 59.     (W)     SCALED    
 AG0142* NAVD 88     -        11.895  (meters)      39.03   (feet)  ADJUSTED  
 AG0142  ___________________________________________________________________
 AG0142  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG0142  DYNAMIC HT  -          11.878 (meters)      38.97  (feet)  COMP
 AG0142  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AG0142
 AG0142  VERT ORDER  -  SECOND    CLASS II
 AG0142
 AG0142.The horizontal coordinates were scaled from a topographic map and have
 AG0142.an estimated accuracy of +/- 6 seconds.
 AG0142
 AG0142.The orthometric height was determined by differential leveling
 AG0142.and adjusted by the National Geodetic Survey in June 1991..
 AG0142
 AG0142.The geoid height was determined by GEOID03.
 AG0142
 AG0142.The dynamic height is computed by dividing the NAVD 88
 AG0142.geopotential number by the normal gravity value computed on the
 AG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0142.degrees latitude (g = 980.6199 gals.).
 AG0142
 AG0142.The modeled gravity was interpolated from observed gravity values.
 AG0142
 AG0142;                    North         East    Units  Estimated Accuracy
 AG0142;SPC FL W     -   391,110.      131,090.      MT  (+/- 180 meters Scaled)
 AG0142
 AG0142                          SUPERSEDED SURVEY CONTROL
 AG0142
 AG0142  NGVD 29 (??/??/92)   12.158  (m)           39.89   (f) ADJ UNCH    2 2
 AG0142
 AG0142.Superseded values are not recommended for survey control.
 AG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0142.See file dsdata.txt to determine how the superseded data were derived.
 AG0142
 AG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83)
 AG0142_MARKER: DD = SURVEY DISK
 AG0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0142_SP_SET: HANDRAIL
 AG0142_STAMPING: 278
 AG0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0142
 AG0142  HISTORY     - Date     Condition        Report By
 AG0142  HISTORY     - UNK      MONUMENTED       FLHD
 AG0142  HISTORY     - 1976     GOOD             FLDT
 AG0142  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AG0142
 AG0142                          STATION DESCRIPTION
 AG0142
 AG0142'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0142'AT PINELLAS PARK.
 AG0142'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH
 AG0142'ST. (SR 691).  22.8 FT. S.E. OF THE N.W. CORNER OF THE NORTH
 AG0142'BOUND OVERPASS HANDRAIL.  SET IN THE TOP OF THE CONCRETE
 AG0142'HANDRAIL.  SECTION 21, T 30, R 16.
 AG0142
 AG0142                          STATION RECOVERY (2003)
 AG0142
 AG0142'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK)
 AG0142'BRIDGE WAS RE-BUILT AND WIDENED IN 1987
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7699 ***********************************************************************
 AG7699  DESIGNATION -  279
 AG7699  PID         -  AG7699
 AG7699  STATE/COUNTY-  FL/MANATEE
 AG7699  USGS QUAD   -  LORRAINE (1987)
 AG7699
 AG7699                         *CURRENT SURVEY CONTROL
 AG7699  ___________________________________________________________________
 AG7699* NAD 83(1986)-  27 26 46.     (N)    082 29 27.     (W)     SCALED    
 AG7699* NAVD 88     -         3.409  (meters)      11.18   (feet)  ADJUSTED  
 AG7699  ___________________________________________________________________
 AG7699  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG7699  DYNAMIC HT  -           3.404 (meters)      11.17  (feet)  COMP
 AG7699  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 AG7699
 AG7699  VERT ORDER  -  SECOND    CLASS I
 AG7699
 AG7699.The horizontal coordinates were scaled from a topographic map and have
 AG7699.an estimated accuracy of +/- 6 seconds.
 AG7699
 AG7699.The orthometric height was determined by differential leveling
 AG7699.and adjusted by the National Geodetic Survey in June 1991..
 AG7699
 AG7699.The geoid height was determined by GEOID03.
 AG7699
 AG7699.The dynamic height is computed by dividing the NAVD 88
 AG7699.geopotential number by the normal gravity value computed on the
 AG7699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7699.degrees latitude (g = 980.6199 gals.).
 AG7699
 AG7699.The modeled gravity was interpolated from observed gravity values.
 AG7699
 AG7699;                    North         East    Units  Estimated Accuracy
 AG7699;SPC FL W     -   344,930.      151,480.      MT  (+/- 180 meters Scaled)
 AG7699
 AG7699                          SUPERSEDED SURVEY CONTROL
 AG7699
 AG7699.No superseded survey control is available for this station.
 AG7699
 AG7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526367(NAD 83)
 AG7699_MARKER: DD = SURVEY DISK
 AG7699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7699_SP_SET: CONCRETE GUARDRAIL
 AG7699_STAMPING: 279
 AG7699_MARK LOGO: FLDT  
 AG7699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7699
 AG7699  HISTORY     - Date     Condition        Report By
 AG7699  HISTORY     - UNK      MONUMENTED       FLDT
 AG7699  HISTORY     - 1983     GOOD             FLDNR
 AG7699  HISTORY     - 1984     GOOD             FLDT
 AG7699
 AG7699                          STATION DESCRIPTION
 AG7699
 AG7699'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7699'3.45 MI EAST FROM ONECO.
 AG7699'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7699'3.45 MILES EAST ON STATE HIGHWAY 70 TO THE BRIDGE OVER THE BRADEN
 AG7699'RIVER AND THE MARK.  THE MARK IS SET IN THE BRIDGE ABUTMENT AT THE
 AG7699'NORTHEAST CORNER OF THE BRIDGE, 17.5 FEET NORTH OF THE CENTERLINE OF
 AG7699'THE HIGHWAY.
 AG7699'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7699
 AG7699                          STATION RECOVERY (1984)
 AG7699
 AG7699'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984
 AG7699'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 AG7699'INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 70, ABOUT 8.0
 AG7699'MILES SOUTHEAST OF BRADENTON, GO WEST ON STATE ROAD 70 FOR 1.95 MILES
 AG7699'TO THE EAST END OF BRADEN RIVER BRIDGE AND THE MARK.  IT IS 15.0 FEET
 AG7699'NORTH OF THE CENTER OF STATE ROAD 70, 1.5 FEET SOUTH OF THE NORTH
 AG7699'EDGE OF THE CONCRETE GUARDRAIL AND 1.0 FOOT NORTHEAST OF THE
 AG7699'NORTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0143 ***********************************************************************
 AG0143  DESIGNATION -  279 FLHD
 AG0143  PID         -  AG0143
 AG0143  STATE/COUNTY-  FL/PINELLAS
 AG0143  USGS QUAD   -  ST PETERSBURG (1987)
 AG0143
 AG0143                         *CURRENT SURVEY CONTROL
 AG0143  ___________________________________________________________________
 AG0143* NAD 83(1986)-  27 51 25.     (N)    082 41 47.     (W)     SCALED    
 AG0143* NAVD 88     -         4.343  (meters)      14.25   (feet)  ADJUSTED  
 AG0143  ___________________________________________________________________
 AG0143  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG0143  DYNAMIC HT  -           4.337 (meters)      14.23  (feet)  COMP
 AG0143  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 AG0143
 AG0143  VERT ORDER  -  SECOND    CLASS II
 AG0143
 AG0143.The horizontal coordinates were scaled from a topographic map and have
 AG0143.an estimated accuracy of +/- 6 seconds.
 AG0143
 AG0143.The orthometric height was determined by differential leveling
 AG0143.and adjusted by the National Geodetic Survey in June 1991..
 AG0143
 AG0143.The geoid height was determined by GEOID03.
 AG0143
 AG0143.The dynamic height is computed by dividing the NAVD 88
 AG0143.geopotential number by the normal gravity value computed on the
 AG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0143.degrees latitude (g = 980.6199 gals.).
 AG0143
 AG0143.The modeled gravity was interpolated from observed gravity values.
 AG0143
 AG0143;                    North         East    Units  Estimated Accuracy
 AG0143;SPC FL W     -   390,550.      131,420.      MT  (+/- 180 meters Scaled)
 AG0143
 AG0143                          SUPERSEDED SURVEY CONTROL
 AG0143
 AG0143  NGVD 29 (??/??/92)    4.606  (m)           15.11   (f) ADJ UNCH    2 2
 AG0143
 AG0143.Superseded values are not recommended for survey control.
 AG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0143.See file dsdata.txt to determine how the superseded data were derived.
 AG0143
 AG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329825(NAD 83)
 AG0143_MARKER: DD = SURVEY DISK
 AG0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0143_SP_SET: HEADWALL
 AG0143_STAMPING: 279
 AG0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0143
 AG0143  HISTORY     - Date     Condition        Report By
 AG0143  HISTORY     - UNK      MONUMENTED       FLHD
 AG0143  HISTORY     - 1976     GOOD             FLDT
 AG0143
 AG0143                          STATION DESCRIPTION
 AG0143
 AG0143'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0143'AT PINELLAS PARK.
 AG0143'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0143'49TH ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.4 MILE.
 AG0143'STATION ON LEFT, 59.0 FT. N.E. OF THE CENTERLINE OF U.S. HWY.
 AG0143'19, 36.0 FT. S.W. OF POWER POLE, NUMBER 1-82915 129.5 FT. N.W.
 AG0143'OF LIGHT POLE, NUMBER 1-90920.  SET IN THE TOP OF THE CONCRETE
 AG0143'HEADWALL.  SECTION 21, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0026 ***********************************************************************
 AS0026  DESIGNATION -  28
 AS0026  PID         -  AS0026
 AS0026  STATE/COUNTY-  FL/GULF
 AS0026  USGS QUAD   -  BEACON HILL (1982)
 AS0026
 AS0026                         *CURRENT SURVEY CONTROL
 AS0026  ___________________________________________________________________
 AS0026* NAD 83(1986)-  29 55 13.     (N)    085 23 01.     (W)     SCALED    
 AS0026* NAVD 88     -         3.878  (meters)      12.72   (feet)  ADJUSTED  
 AS0026  ___________________________________________________________________
 AS0026  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0026  DYNAMIC HT  -           3.872 (meters)      12.70  (feet)  COMP
 AS0026  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AS0026
 AS0026  VERT ORDER  -  SECOND    CLASS I
 AS0026
 AS0026.The horizontal coordinates were scaled from a topographic map and have
 AS0026.an estimated accuracy of +/- 6 seconds.
 AS0026
 AS0026.The orthometric height was determined by differential leveling
 AS0026.and adjusted by the National Geodetic Survey in June 1991..
 AS0026
 AS0026.The geoid height was determined by GEOID03.
 AS0026
 AS0026.The dynamic height is computed by dividing the NAVD 88
 AS0026.geopotential number by the normal gravity value computed on the
 AS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0026.degrees latitude (g = 980.6199 gals.).
 AS0026
 AS0026.The modeled gravity was interpolated from observed gravity values.
 AS0026
 AS0026;                    North         East    Units  Estimated Accuracy
 AS0026;SPC FL N     -   102,340.      514,680.      MT  (+/- 180 meters Scaled)
 AS0026
 AS0026                          SUPERSEDED SURVEY CONTROL
 AS0026
 AS0026  NGVD 29 (??/??/92)    4.010  (m)           13.16   (f) ADJ UNCH    2 1
 AS0026
 AS0026.Superseded values are not recommended for survey control.
 AS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0026.See file dsdata.txt to determine how the superseded data were derived.
 AS0026
 AS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU560110(NAD 83)
 AS0026_MARKER: DD = SURVEY DISK
 AS0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0026_SP_SET: CULVERT HEADWALL
 AS0026_STAMPING: 28 1933
 AS0026_MARK LOGO: USE   
 AS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0026+STABILITY: SURFACE MOTION
 AS0026
 AS0026  HISTORY     - Date     Condition        Report By
 AS0026  HISTORY     - 1933     MONUMENTED       USE
 AS0026  HISTORY     - 1976     GOOD             NGS
 AS0026  HISTORY     - 1985     GOOD             USPSQD
 AS0026  HISTORY     - 1985     GOOD             USPSQD
 AS0026  HISTORY     - 1985     GOOD             FLDNR
 AS0026  HISTORY     - 1987     GOOD             USPSQD
 AS0026  HISTORY     - 1989     GOOD             USPSQD
 AS0026  HISTORY     - 1990     GOOD             USPSQD
 AS0026  HISTORY     - 19910621 GOOD             USPSQD
 AS0026  HISTORY     - 19940901 GOOD             USPSQD
 AS0026  HISTORY     - 19990420 GOOD             USPSQD
 AS0026
 AS0026                          STATION DESCRIPTION
 AS0026
 AS0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0026'AT MEXICO BEACH.
 AS0026'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE BAY-GULF
 AS0026'COUNTY LINE AT THE JUNCTION OF STATE ROUTE 386 IN MEXICO BEACH,
 AS0026'24.5 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 98, 100 FEET
 AS0026'NORTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND A DISK
 AS0026'CEMENTED IN A DRILL HOLE ON THE NORTHEAST HEADWALL OF A 36-INCH
 AS0026'CONCRETE PIPE CULVERT.
 AS0026
 AS0026                          STATION RECOVERY (1985)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0026'MARK HAS BEEN PAINTED WITH YELLOW PAINT.
 AS0026
 AS0026                          STATION RECOVERY (1985)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0026'MARK HAS BEEN PAINTED WITH YELLOW PAINT.
 AS0026
 AS0026                          STATION RECOVERY (1985)
 AS0026
 AS0026'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1987)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1989)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1990)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1991)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1994)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1999)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1315 ***********************************************************************
 AQ1315  DESIGNATION -  28 A
 AQ1315  PID         -  AQ1315
 AQ1315  STATE/COUNTY-  FL/VOLUSIA
 AQ1315  USGS QUAD   -  SAMSULA (1993)
 AQ1315
 AQ1315                         *CURRENT SURVEY CONTROL
 AQ1315  ___________________________________________________________________
 AQ1315* NAD 83(1986)-  29 05 31.     (N)    081 01 16.     (W)     SCALED    
 AQ1315* NAVD 88     -         5.606  (meters)      18.39   (feet)  ADJUSTED  
 AQ1315  ___________________________________________________________________
 AQ1315  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1315  DYNAMIC HT  -           5.598 (meters)      18.37  (feet)  COMP
 AQ1315  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 AQ1315
 AQ1315  VERT ORDER  -  SECOND    CLASS 0
 AQ1315
 AQ1315.The horizontal coordinates were scaled from a topographic map and have
 AQ1315.an estimated accuracy of +/- 6 seconds.
 AQ1315
 AQ1315.The orthometric height was determined by differential leveling
 AQ1315.and adjusted by the National Geodetic Survey in June 1991..
 AQ1315
 AQ1315.The geoid height was determined by GEOID03.
 AQ1315
 AQ1315.The dynamic height is computed by dividing the NAVD 88
 AQ1315.geopotential number by the normal gravity value computed on the
 AQ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1315.degrees latitude (g = 980.6199 gals.).
 AQ1315
 AQ1315.The modeled gravity was interpolated from observed gravity values.
 AQ1315
 AQ1315;                    North         East    Units  Estimated Accuracy
 AQ1315;SPC FL E     -   527,220.      197,950.      MT  (+/- 180 meters Scaled)
 AQ1315
 AQ1315                          SUPERSEDED SURVEY CONTROL
 AQ1315
 AQ1315  NGVD 29 (??/??/92)    5.952  (m)           19.53   (f) ADJ UNCH    2 0
 AQ1315
 AQ1315.Superseded values are not recommended for survey control.
 AQ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1315.See file dsdata.txt to determine how the superseded data were derived.
 AQ1315
 AQ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN979181(NAD 83)
 AQ1315_MARKER: DB = BENCH MARK DISK
 AQ1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1315_SP_SET: BRIDGE
 AQ1315_STAMPING: 28A 1937
 AQ1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1315
 AQ1315  HISTORY     - Date     Condition        Report By
 AQ1315  HISTORY     - 1937     MONUMENTED       FLDT
 AQ1315  HISTORY     - 1972     GOOD             FLDT
 AQ1315  HISTORY     - 1984     GOOD             USPSQD
 AQ1315  HISTORY     - 1987     GOOD             USPSQD
 AQ1315  HISTORY     - 1990     GOOD             USPSQD
 AQ1315
 AQ1315                          STATION DESCRIPTION
 AQ1315
 AQ1315'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1315'9.9 MI NW FROM NEW SMYRNA.
 AQ1315'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1315'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1315'NORTH ON I-95 FOR 5.8 MILES TO NORTH END OF I-95 BRIDGE OVER
 AQ1315'SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1315'BRASS DISK PRESET FLUSH IN THE NE CORNER OF I-95 NORTHBOUND LANE
 AQ1315'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.5 FOOT SE
 AQ1315'OF THE NE CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.6 FEET NE
 AQ1315'OF CENTERLINE OF I-95 NORTHBOUND LANE.  SECTION 29, T 16 S, R 33 E.
 AQ1315
 AQ1315                          STATION RECOVERY (1984)
 AQ1315
 AQ1315'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1315'RECOVERED IN GOOD CONDITION.
 AQ1315
 AQ1315                          STATION RECOVERY (1987)
 AQ1315
 AQ1315'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1315'RECOVERED IN GOOD CONDITION.
 AQ1315
 AQ1315                          STATION RECOVERY (1990)
 AQ1315
 AQ1315'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6984 ***********************************************************************
 AI6984  DESIGNATION -  28 CMP
 AI6984  PID         -  AI6984
 AI6984  STATE/COUNTY-  FL/PUTNAM
 AI6984  USGS QUAD   -  CRESCENT CITY (1994)
 AI6984
 AI6984                         *CURRENT SURVEY CONTROL
 AI6984  ___________________________________________________________________
 AI6984* NAD 83(1986)-  29 26 27.     (N)    081 32 10.     (W)     SCALED    
 AI6984* NAVD 88     -        22.035  (meters)      72.29   (feet)  ADJUSTED  
 AI6984  ___________________________________________________________________
 AI6984  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 AI6984  DYNAMIC HT  -          22.005 (meters)      72.19  (feet)  COMP
 AI6984  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AI6984
 AI6984  VERT ORDER  -  SECOND    CLASS I
 AI6984
 AI6984.The horizontal coordinates were scaled from a topographic map and have
 AI6984.an estimated accuracy of +/- 6 seconds.
 AI6984
 AI6984.The orthometric height was determined by differential leveling
 AI6984.and adjusted by the National Geodetic Survey in April 2001..
 AI6984
 AI6984.The geoid height was determined by GEOID03.
 AI6984
 AI6984.The dynamic height is computed by dividing the NAVD 88
 AI6984.geopotential number by the normal gravity value computed on the
 AI6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6984.degrees latitude (g = 980.6199 gals.).
 AI6984
 AI6984.The modeled gravity was interpolated from observed gravity values.
 AI6984
 AI6984;                    North         East    Units  Estimated Accuracy
 AI6984;SPC FL E     -   566,010.      147,990.      MT  (+/- 180 meters Scaled)
 AI6984
 AI6984                          SUPERSEDED SURVEY CONTROL
 AI6984
 AI6984.No superseded survey control is available for this station.
 AI6984
 AI6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN480569(NAD 83)
 AI6984_MARKER: DB = BENCH MARK DISK
 AI6984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6984_STAMPING: 28 CMP 1969
 AI6984_MARK LOGO: USGS  
 AI6984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6984+STABILITY: SURFACE MOTION
 AI6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6984+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 AI6984
 AI6984  HISTORY     - Date     Condition        Report By
 AI6984  HISTORY     - 1969     MONUMENTED       USGS
 AI6984  HISTORY     - 19930914 GOOD             FLDEP
 AI6984
 AI6984                          STATION DESCRIPTION
 AI6984
 AI6984'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6984'THE MARK IS LOCATED ABOUT 1.55 MI (2.49 KM) WEST OF CRESCENT CITY,
 AI6984'6.55 MI (10.54 KM) EAST OF FRUITLAND IN SECTION 23, T 12 S, R 27 E. TO
 AI6984'REACH THE MARK FROM THE JUNCTION OF COUNTY ROADS C-309 AND C-308 EAST,
 AI6984'GO NORTHEAST ON COUNTY ROAD C-308 FOR 6.55 MI (10.54 KM) TO THE MARK
 AI6984'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT. LOCATED
 AI6984'BETWEEN TWO POWER POLES, 30.0 FT (9.1 M) NORTH OF THE CENTERLINE OF
 AI6984'COUNTY ROAD 308, 26.0 FT (7.9 M) WEST OF THE CENTERLINE OF UNION
 AI6984'AVENUE AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1314 ***********************************************************************
 AQ1314  DESIGNATION -  28 D
 AQ1314  PID         -  AQ1314
 AQ1314  STATE/COUNTY-  FL/VOLUSIA
 AQ1314  USGS QUAD   -  SAMSULA (1993)
 AQ1314
 AQ1314                         *CURRENT SURVEY CONTROL
 AQ1314  ___________________________________________________________________
 AQ1314* NAD 83(1986)-  29 05 31.     (N)    081 01 20.     (W)     SCALED    
 AQ1314* NAVD 88     -         5.599  (meters)      18.37   (feet)  ADJUSTED  
 AQ1314  ___________________________________________________________________
 AQ1314  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1314  DYNAMIC HT  -           5.591 (meters)      18.34  (feet)  COMP
 AQ1314  MODELED GRAV-     979,258.7   (mgal)                       NAVD 88
 AQ1314
 AQ1314  VERT ORDER  -  SECOND    CLASS 0
 AQ1314
 AQ1314.The horizontal coordinates were scaled from a topographic map and have
 AQ1314.an estimated accuracy of +/- 6 seconds.
 AQ1314
 AQ1314.The orthometric height was determined by differential leveling
 AQ1314.and adjusted by the National Geodetic Survey in June 1991..
 AQ1314
 AQ1314.The geoid height was determined by GEOID03.
 AQ1314
 AQ1314.The dynamic height is computed by dividing the NAVD 88
 AQ1314.geopotential number by the normal gravity value computed on the
 AQ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1314.degrees latitude (g = 980.6199 gals.).
 AQ1314
 AQ1314.The modeled gravity was interpolated from observed gravity values.
 AQ1314
 AQ1314;                    North         East    Units  Estimated Accuracy
 AQ1314;SPC FL E     -   527,220.      197,840.      MT  (+/- 180 meters Scaled)
 AQ1314
 AQ1314                          SUPERSEDED SURVEY CONTROL
 AQ1314
 AQ1314  NGVD 29 (??/??/92)    5.945  (m)           19.50   (f) ADJ UNCH    2 0
 AQ1314
 AQ1314.Superseded values are not recommended for survey control.
 AQ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1314.See file dsdata.txt to determine how the superseded data were derived.
 AQ1314
 AQ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN978181(NAD 83)
 AQ1314_MARKER: DD = SURVEY DISK
 AQ1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1314_SP_SET: BRIDGE
 AQ1314_STAMPING: 28D 1935
 AQ1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1314
 AQ1314  HISTORY     - Date     Condition        Report By
 AQ1314  HISTORY     - 1935     MONUMENTED       FLDT
 AQ1314  HISTORY     - 1972     GOOD             FLDT
 AQ1314  HISTORY     - 1984     GOOD             USPSQD
 AQ1314  HISTORY     - 1987     GOOD             USPSQD
 AQ1314  HISTORY     - 1990     GOOD             USPSQD
 AQ1314
 AQ1314                          STATION DESCRIPTION
 AQ1314
 AQ1314'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1314'9.9 MI NW FROM NEW SMYRNA.
 AQ1314'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1314'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1314'NORTH ON I-95 FOR 5.8 MILES TO NORTH END OF I-95 BRIDGE OVER
 AQ1314'SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1314'BRASS DISK PRESET FLUSH IN THE NW CORNER OF I-95 SOUTHBOUND LANE
 AQ1314'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.4 FOOT
 AQ1314'SE OF THE NW CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.6 FEET
 AQ1314'SW OF CENTERLINE I-95 SOUTHBOUND LANE.  SECTION 29, T 16 S, R 33 E.
 AQ1314
 AQ1314                          STATION RECOVERY (1984)
 AQ1314
 AQ1314'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1314'RECOVERED IN GOOD CONDITION.
 AQ1314
 AQ1314                          STATION RECOVERY (1987)
 AQ1314
 AQ1314'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1314'RECOVERED IN GOOD CONDITION.
 AQ1314
 AQ1314                          STATION RECOVERY (1990)
 AQ1314
 AQ1314'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0716 ***********************************************************************
 AQ0716  DESIGNATION -  28 JAS
 AQ0716  PID         -  AQ0716
 AQ0716  STATE/COUNTY-  FL/MARION
 AQ0716  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ0716
 AQ0716                         *CURRENT SURVEY CONTROL
 AQ0716  ___________________________________________________________________
 AQ0716* NAD 83(1986)-  29 10 32.     (N)    081 40 45.     (W)     SCALED    
 AQ0716* NAVD 88     -         8.982  (meters)      29.47   (feet)  ADJUSTED  
 AQ0716  ___________________________________________________________________
 AQ0716  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AQ0716  DYNAMIC HT  -           8.969 (meters)      29.43  (feet)  COMP
 AQ0716  MODELED GRAV-     979,238.1   (mgal)                       NAVD 88
 AQ0716
 AQ0716  VERT ORDER  -  FIRST     CLASS II
 AQ0716
 AQ0716.The horizontal coordinates were scaled from a topographic map and have
 AQ0716.an estimated accuracy of +/- 6 seconds.
 AQ0716
 AQ0716.The orthometric height was determined by differential leveling
 AQ0716.and adjusted by the National Geodetic Survey in September 1997..
 AQ0716
 AQ0716.The geoid height was determined by GEOID03.
 AQ0716
 AQ0716.The dynamic height is computed by dividing the NAVD 88
 AQ0716.geopotential number by the normal gravity value computed on the
 AQ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0716.degrees latitude (g = 980.6199 gals.).
 AQ0716
 AQ0716.The modeled gravity was interpolated from observed gravity values.
 AQ0716
 AQ0716;                    North         East    Units  Estimated Accuracy
 AQ0716;SPC FL W     -   536,530.      231,210.      MT  (+/- 180 meters Scaled)
 AQ0716
 AQ0716                          SUPERSEDED SURVEY CONTROL
 AQ0716
 AQ0716  NAVD 88 (06/15/91)    9.042  (m)           29.67   (f) UNKNOWN     1 2
 AQ0716  NGVD 29 (??/??/92)    9.364  (m)           30.72   (f) ADJ UNCH    1 2
 AQ0716
 AQ0716.Superseded values are not recommended for survey control.
 AQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0716.See file dsdata.txt to determine how the superseded data were derived.
 AQ0716
 AQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN339276(NAD 83)
 AQ0716_MARKER: DB = BENCH MARK DISK
 AQ0716_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0716_SP_SET: CULVERT HEADWALL
 AQ0716_STAMPING: 28 JAS 1966 31
 AQ0716_MARK LOGO: USGS  
 AQ0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0716+STABILITY: SURFACE MOTION
 AQ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0716+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 AQ0716
 AQ0716  HISTORY     - Date     Condition        Report By
 AQ0716  HISTORY     - 1966     MONUMENTED       USGS
 AQ0716  HISTORY     - 1968     GOOD             NGS
 AQ0716  HISTORY     - 1990     GOOD             USPSQD
 AQ0716  HISTORY     - 19960814 GOOD             FLDEP
 AQ0716
 AQ0716                          STATION DESCRIPTION
 AQ0716
 AQ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0716'10.2 MI W FROM ASTOR.
 AQ0716'ABOUT 10.2 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0716'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 2.35
 AQ0716'MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 19, SET ON THE
 AQ0716'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 24-INCH
 AQ0716'PIPE CULVERT UNDER THE HIGHWAY, 38 FEET NORTH OF THE CENTER LINE
 AQ0716'OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AQ0716
 AQ0716                          STATION RECOVERY (1990)
 AQ0716
 AQ0716'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0716'RECOVERED IN GOOD CONDITION.
 AQ0716
 AQ0716                          STATION RECOVERY (1996)
 AQ0716
 AQ0716'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0716'THE MARK IS ABOUT 12.9 MI (20.8 KM) EAST OF LYNNE, 9.0 MI (14.5 KM)
 AQ0716'WEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH, RANGE 26 EAST. TO
 AQ0716'REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD 40
 AQ0716'FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD 19, CONTINUE
 AQ0716'WEST ON STATE ROAD 40 FOR 2.35 MI (3.78 KM) TO THE MARK ON THE RIGHT,
 AQ0716'SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT HEADWALL
 AQ0716'ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF STATE ROAD 40, 38.0 FT (11.6
 AQ0716'M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 40, 24.3 FT (7.4
 AQ0716'M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF THE WESTBOUND LANE OF
 AQ0716'STATE ROAD 40, 17.2 FT (5.2 M) WEST OF THE EAST END OF THE CULVERT
 AQ0716'HEADWALL, 0.9 FT (27.4 CM) EAST OF THE WEST END OF THE CULVERT
 AQ0716'HEADWALL AND 0.4 FT (12.2 CM) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0278 ***********************************************************************
 BE0278  DESIGNATION -  28 JWM
 BE0278  PID         -  BE0278
 BE0278  STATE/COUNTY-  FL/JACKSON
 BE0278  USGS QUAD   -  MARIANNA (1994)
 BE0278
 BE0278                         *CURRENT SURVEY CONTROL
 BE0278  ___________________________________________________________________
 BE0278* NAD 83(1986)-  30 49 49.     (N)    085 10 03.     (W)     SCALED    
 BE0278* NAVD 88     -        34.930  (meters)     114.60   (feet)  ADJUSTED  
 BE0278  ___________________________________________________________________
 BE0278  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BE0278  DYNAMIC HT  -          34.885 (meters)     114.45  (feet)  COMP
 BE0278  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BE0278
 BE0278  VERT ORDER  -  SECOND    CLASS 0
 BE0278
 BE0278.The horizontal coordinates were scaled from a topographic map and have
 BE0278.an estimated accuracy of +/- 6 seconds.
 BE0278
 BE0278.The orthometric height was determined by differential leveling
 BE0278.and adjusted by the National Geodetic Survey in June 1991..
 BE0278
 BE0278.The geoid height was determined by GEOID03.
 BE0278
 BE0278.The dynamic height is computed by dividing the NAVD 88
 BE0278.geopotential number by the normal gravity value computed on the
 BE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0278.degrees latitude (g = 980.6199 gals.).
 BE0278
 BE0278.The modeled gravity was interpolated from observed gravity values.
 BE0278
 BE0278;                    North         East    Units  Estimated Accuracy
 BE0278;SPC FL N     -   203,080.      536,140.      MT  (+/- 180 meters Scaled)
 BE0278
 BE0278                          SUPERSEDED SURVEY CONTROL
 BE0278
 BE0278  NGVD 29 (??/??/92)   35.057  (m)          115.02   (f) ADJ UNCH    2 0
 BE0278
 BE0278.Superseded values are not recommended for survey control.
 BE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0278.See file dsdata.txt to determine how the superseded data were derived.
 BE0278
 BE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV752122(NAD 83)
 BE0278_MARKER: DD = SURVEY DISK
 BE0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0278_STAMPING: 28 JWM 1951 115
 BE0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0278+STABILITY: SURFACE MOTION
 BE0278
 BE0278  HISTORY     - Date     Condition        Report By
 BE0278  HISTORY     - 1951     MONUMENTED       USGS
 BE0278  HISTORY     - 1960     GOOD             NGS
 BE0278  HISTORY     - 1971     MARK NOT FOUND   NGS
 BE0278  HISTORY     - 19910530 MARK NOT FOUND   NGS
 BE0278
 BE0278                          STATION DESCRIPTION
 BE0278
 BE0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0278'2.8 MI S FROM GREENWOOD.
 BE0278'2.8 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE POST OFFICE AT
 BE0278'GREENWOOD, AT A JUNCTION WITH A GRADED DIRT ROAD LEADING EAST,
 BE0278'75 YARDS NORTHWEST OF A HOUSE, 38.5 FEET EAST OF THE CENTERLINE
 BE0278'OF THE HIGHWAY, 39 FEET NORTH OF THE CENTERLINE OF THE DIRT
 BE0278'ROAD, 12 FEET WEST OF A FENCE CORNER, 1.2 FEET NORTH OF A STEEL
 BE0278'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BE0278'0.2 FOOT ABOVE THE GROUND.  NOTE-- THE DISTANCES WERE MEASURED
 BE0278'AND THE AREA WAS DUG TO A DEPTH OF 1 FOOT.  THE WITNESS POST
 BE0278'IS NOT IN PLACE AT THIS DATE.
 BE0278
 BE0278                          STATION RECOVERY (1971)
 BE0278
 BE0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BE0278'MARK NOT FOUND.
 BE0278
 BE0278                          STATION RECOVERY (1991)
 BE0278
 BE0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0278'NOTE  THE MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0154 ***********************************************************************
 AG0154  DESIGNATION -  280 FLHD
 AG0154  PID         -  AG0154
 AG0154  STATE/COUNTY-  FL/PINELLAS
 AG0154  USGS QUAD   -  ST PETERSBURG (1987)
 AG0154
 AG0154                         *CURRENT SURVEY CONTROL
 AG0154  ___________________________________________________________________
 AG0154* NAD 83(1986)-  27 51 01.     (N)    082 41 29.     (W)     SCALED    
 AG0154* NAVD 88     -         4.212  (meters)      13.82   (feet)  ADJUSTED  
 AG0154  ___________________________________________________________________
 AG0154  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG0154  DYNAMIC HT  -           4.206 (meters)      13.80  (feet)  COMP
 AG0154  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AG0154
 AG0154  VERT ORDER  -  SECOND    CLASS II
 AG0154
 AG0154.The horizontal coordinates were scaled from a topographic map and have
 AG0154.an estimated accuracy of +/- 6 seconds.
 AG0154
 AG0154.The orthometric height was determined by differential leveling
 AG0154.and adjusted by the National Geodetic Survey in June 1991..
 AG0154
 AG0154.The geoid height was determined by GEOID03.
 AG0154
 AG0154.The dynamic height is computed by dividing the NAVD 88
 AG0154.geopotential number by the normal gravity value computed on the
 AG0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0154.degrees latitude (g = 980.6199 gals.).
 AG0154
 AG0154.The modeled gravity was interpolated from observed gravity values.
 AG0154
 AG0154;                    North         East    Units  Estimated Accuracy
 AG0154;SPC FL W     -   389,810.      131,900.      MT  (+/- 180 meters Scaled)
 AG0154
 AG0154                          SUPERSEDED SURVEY CONTROL
 AG0154
 AG0154  NGVD 29 (??/??/92)    4.475  (m)           14.68   (f) ADJ UNCH    2 2
 AG0154
 AG0154.Superseded values are not recommended for survey control.
 AG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0154.See file dsdata.txt to determine how the superseded data were derived.
 AG0154
 AG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL334817(NAD 83)
 AG0154_MARKER: DD = SURVEY DISK
 AG0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0154_SP_SET: HEADWALL
 AG0154_STAMPING: 280
 AG0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0154
 AG0154  HISTORY     - Date     Condition        Report By
 AG0154  HISTORY     - UNK      MONUMENTED       FLHD
 AG0154  HISTORY     - 1976     GOOD             FLDT
 AG0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0154
 AG0154                          STATION DESCRIPTION
 AG0154
 AG0154'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0154'AT PINELLAS PARK.
 AG0154'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0154'49 ST (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.05 MILE.
 AG0154'STATION ON LEFT, 59.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY. 19,
 AG0154'71.0 FT. N.W. OF LIGHT POLE, NUMBER 1-90909.  SET IN THE TOP OF
 AG0154'THE CONCRETE HEADWALL.  SECTION 27, T 30, R 16.
 AG0154
 AG0154                          STATION RECOVERY (1989)
 AG0154
 AG0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0145 ***********************************************************************
 AG0145  DESIGNATION -  281 FLHD
 AG0145  PID         -  AG0145
 AG0145  STATE/COUNTY-  FL/PINELLAS
 AG0145  USGS QUAD   -  ST PETERSBURG (1987)
 AG0145
 AG0145                         *CURRENT SURVEY CONTROL
 AG0145  ___________________________________________________________________
 AG0145* NAD 83(1986)-  27 50 55.     (N)    082 41 23.     (W)     SCALED    
 AG0145* NAVD 88     -         4.220  (meters)      13.85   (feet)  ADJUSTED  
 AG0145  ___________________________________________________________________
 AG0145  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG0145  DYNAMIC HT  -           4.214 (meters)      13.83  (feet)  COMP
 AG0145  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG0145
 AG0145  VERT ORDER  -  SECOND    CLASS II
 AG0145
 AG0145.The horizontal coordinates were scaled from a topographic map and have
 AG0145.an estimated accuracy of +/- 6 seconds.
 AG0145
 AG0145.The orthometric height was determined by differential leveling
 AG0145.and adjusted by the National Geodetic Survey in June 1991..
 AG0145
 AG0145.The geoid height was determined by GEOID03.
 AG0145
 AG0145.The dynamic height is computed by dividing the NAVD 88
 AG0145.geopotential number by the normal gravity value computed on the
 AG0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0145.degrees latitude (g = 980.6199 gals.).
 AG0145
 AG0145.The modeled gravity was interpolated from observed gravity values.
 AG0145
 AG0145;                    North         East    Units  Estimated Accuracy
 AG0145;SPC FL W     -   389,620.      132,070.      MT  (+/- 180 meters Scaled)
 AG0145
 AG0145                          SUPERSEDED SURVEY CONTROL
 AG0145
 AG0145  NGVD 29 (??/??/92)    4.482  (m)           14.70   (f) ADJ UNCH    2 2
 AG0145
 AG0145.Superseded values are not recommended for survey control.
 AG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0145.See file dsdata.txt to determine how the superseded data were derived.
 AG0145
 AG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL336815(NAD 83)
 AG0145_MARKER: DD = SURVEY DISK
 AG0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0145_SP_SET: HEADWALL
 AG0145_STAMPING: 281
 AG0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0145
 AG0145  HISTORY     - Date     Condition        Report By
 AG0145  HISTORY     - UNK      MONUMENTED       FLHD
 AG0145  HISTORY     - 1976     GOOD             FLDT
 AG0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0145  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 AG0145
 AG0145                          STATION DESCRIPTION
 AG0145
 AG0145'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0145'AT PINELLAS PARK.
 AG0145'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND 49
 AG0145'ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.2 MILE.
 AG0145'STATION ON LEFT, 59.0 FT. N.E. OF THE CENTERLINE OF U.S. HWY.
 AG0145'19, 57.0 FT. SOUTH OF LIGHT POLE, NUMBER 1-90907.  SET IN THE
 AG0145'TOP OF THE CONCRETE HEADWALL.  SECTION 27, T 30, R 16.
 AG0145
 AG0145                          STATION RECOVERY (1989)
 AG0145
 AG0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0145'MARK NOT FOUND.
 AG0145
 AG0145                          STATION RECOVERY (2005)
 AG0145
 AG0145'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 AG0145'HIGHWAY HAS BEEN WIDENED SINCE ITS LAST RECOVERY IN 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0146 ***********************************************************************
 AG0146  DESIGNATION -  282 FLHD
 AG0146  PID         -  AG0146
 AG0146  STATE/COUNTY-  FL/PINELLAS
 AG0146  USGS QUAD   -  ST PETERSBURG (1987)
 AG0146
 AG0146                         *CURRENT SURVEY CONTROL
 AG0146  ___________________________________________________________________
 AG0146* NAD 83(1986)-  27 50 49.     (N)    082 41 23.     (W)     SCALED    
 AG0146* NAVD 88     -         4.249  (meters)      13.94   (feet)  ADJUSTED  
 AG0146  ___________________________________________________________________
 AG0146  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG0146  DYNAMIC HT  -           4.243 (meters)      13.92  (feet)  COMP
 AG0146  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG0146
 AG0146  VERT ORDER  -  SECOND    CLASS II
 AG0146
 AG0146.The horizontal coordinates were scaled from a topographic map and have
 AG0146.an estimated accuracy of +/- 6 seconds.
 AG0146
 AG0146.The orthometric height was determined by differential leveling
 AG0146.and adjusted by the National Geodetic Survey in June 1991..
 AG0146
 AG0146.The geoid height was determined by GEOID03.
 AG0146
 AG0146.The dynamic height is computed by dividing the NAVD 88
 AG0146.geopotential number by the normal gravity value computed on the
 AG0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0146.degrees latitude (g = 980.6199 gals.).
 AG0146
 AG0146.The modeled gravity was interpolated from observed gravity values.
 AG0146
 AG0146;                    North         East    Units  Estimated Accuracy
 AG0146;SPC FL W     -   389,440.      132,070.      MT  (+/- 180 meters Scaled)
 AG0146
 AG0146                          SUPERSEDED SURVEY CONTROL
 AG0146
 AG0146  NGVD 29 (??/??/92)    4.512  (m)           14.80   (f) ADJ UNCH    2 2
 AG0146
 AG0146.Superseded values are not recommended for survey control.
 AG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0146.See file dsdata.txt to determine how the superseded data were derived.
 AG0146
 AG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL336813(NAD 83)
 AG0146_MARKER: DD = SURVEY DISK
 AG0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0146_SP_SET: HEADWALL
 AG0146_STAMPING: 282
 AG0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0146
 AG0146  HISTORY     - Date     Condition        Report By
 AG0146  HISTORY     - UNK      MONUMENTED       FLHD
 AG0146  HISTORY     - 1976     GOOD             FLDT
 AG0146  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 AG0146
 AG0146                          STATION DESCRIPTION
 AG0146
 AG0146'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0146'AT PINELLAS PARK.
 AG0146'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0146'49 ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.3 MILE.
 AG0146'STATION ON LEFT, 55.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY. 19,
 AG0146'88.0 FT. SOUTH OF POWER POLE, NUMBER 2A-1625.  SET IN THE TOP
 AG0146'OF THE CONCRETE HEADWALL.  SECTION 27, T 30, R 16.
 AG0146
 AG0146                          STATION RECOVERY (2005)
 AG0146
 AG0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0146'HIGHWAY HAS BEEN IMPROVED SINCE LAST RECOVERY IN 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0148 ***********************************************************************
 AG0148  DESIGNATION -  284 FLHD
 AG0148  PID         -  AG0148
 AG0148  STATE/COUNTY-  FL/PINELLAS
 AG0148  USGS QUAD   -  ST PETERSBURG (1987)
 AG0148
 AG0148                         *CURRENT SURVEY CONTROL
 AG0148  ___________________________________________________________________
 AG0148* NAD 83(1986)-  27 50 25.     (N)    082 41 05.     (W)     SCALED    
 AG0148* NAVD 88     -         4.381  (meters)      14.37   (feet)  ADJUSTED  
 AG0148  ___________________________________________________________________
 AG0148  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG0148  DYNAMIC HT  -           4.374 (meters)      14.35  (feet)  COMP
 AG0148  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 AG0148
 AG0148  VERT ORDER  -  SECOND    CLASS II
 AG0148
 AG0148.The horizontal coordinates were scaled from a topographic map and have
 AG0148.an estimated accuracy of +/- 6 seconds.
 AG0148
 AG0148.The orthometric height was determined by differential leveling
 AG0148.and adjusted by the National Geodetic Survey in June 1991..
 AG0148
 AG0148.The geoid height was determined by GEOID03.
 AG0148
 AG0148.The dynamic height is computed by dividing the NAVD 88
 AG0148.geopotential number by the normal gravity value computed on the
 AG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0148.degrees latitude (g = 980.6199 gals.).
 AG0148
 AG0148.The modeled gravity was interpolated from observed gravity values.
 AG0148
 AG0148;                    North         East    Units  Estimated Accuracy
 AG0148;SPC FL W     -   388,700.      132,550.      MT  (+/- 180 meters Scaled)
 AG0148
 AG0148                          SUPERSEDED SURVEY CONTROL
 AG0148
 AG0148  NGVD 29 (??/??/92)    4.643  (m)           15.23   (f) ADJ UNCH    2 2
 AG0148
 AG0148.Superseded values are not recommended for survey control.
 AG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0148.See file dsdata.txt to determine how the superseded data were derived.
 AG0148
 AG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL340806(NAD 83)
 AG0148_MARKER: DD = SURVEY DISK
 AG0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0148_SP_SET: CONCRETE INLET
 AG0148_STAMPING: 284
 AG0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0148
 AG0148  HISTORY     - Date     Condition        Report By
 AG0148  HISTORY     - UNK      MONUMENTED       FLHD
 AG0148  HISTORY     - 1976     GOOD             FLDT
 AG0148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0148
 AG0148                          STATION DESCRIPTION
 AG0148
 AG0148'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0148'AT PINELLAS PARK.
 AG0148'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0148'49 ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.9 MILE.
 AG0148'STATION ON LEFT, 43.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY.
 AG0148'19, 76.0 FT. N.W. OF POWER LIGHT POLE (NO NUMBER).  SET IN THE
 AG0148'TOP OF THE CONCRETE INLET.  SECTION 27, T 30, R 16.
 AG0148
 AG0148                          STATION RECOVERY (1989)
 AG0148
 AG0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2396 ***********************************************************************
 AC2396  DESIGNATION -  28.43
 AC2396  PID         -  AC2396
 AC2396  STATE/COUNTY-  FL/MIAMI-DADE
 AC2396  USGS QUAD   -  NORTH MIAMI (1988)
 AC2396
 AC2396                         *CURRENT SURVEY CONTROL
 AC2396  ___________________________________________________________________
 AC2396* NAD 83(1986)-  25 55 33.     (N)    080 08 05.     (W)     SCALED    
 AC2396* NAVD 88     -         8.171  (meters)      26.81   (feet)  ADJUSTED  
 AC2396  ___________________________________________________________________
 AC2396  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AC2396  DYNAMIC HT  -           8.157 (meters)      26.76  (feet)  COMP
 AC2396  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AC2396
 AC2396  VERT ORDER  -  SECOND    CLASS 0
 AC2396
 AC2396.The horizontal coordinates were scaled from a topographic map and have
 AC2396.an estimated accuracy of +/- 6 seconds.
 AC2396
 AC2396.The orthometric height was determined by differential leveling
 AC2396.and adjusted by the National Geodetic Survey in June 1991..
 AC2396
 AC2396.The geoid height was determined by GEOID03.
 AC2396
 AC2396.The dynamic height is computed by dividing the NAVD 88
 AC2396.geopotential number by the normal gravity value computed on the
 AC2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2396.degrees latitude (g = 980.6199 gals.).
 AC2396
 AC2396.The modeled gravity was interpolated from observed gravity values.
 AC2396
 AC2396;                    North         East    Units  Estimated Accuracy
 AC2396;SPC FL E     -   176,690.      286,680.      MT  (+/- 180 meters Scaled)
 AC2396
 AC2396                          SUPERSEDED SURVEY CONTROL
 AC2396
 AC2396  NGVD 29 (??/??/92)    8.647  (m)           28.37   (f) ADJ UNCH    2 0
 AC2396
 AC2396.Superseded values are not recommended for survey control.
 AC2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2396.See file dsdata.txt to determine how the superseded data were derived.
 AC2396
 AC2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866677(NAD 83)
 AC2396_MARKER: DD = SURVEY DISK
 AC2396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2396_SP_SET: GUARD RAIL
 AC2396_STAMPING: 28.43
 AC2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2396
 AC2396  HISTORY     - Date     Condition        Report By
 AC2396  HISTORY     - UNK      MONUMENTED       FLHD
 AC2396  HISTORY     - 1970     GOOD             NGS
 AC2396  HISTORY     - 1973     GOOD             NGS
 AC2396
 AC2396                          STATION DESCRIPTION
 AC2396
 AC2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2396'1.2 MI SW FROM SUNNY ISLES.
 AC2396'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 826 FROM THE JUNCTION
 AC2396'OF STATE HIGHWAY A 1 A, THENCE 0.15 MILE SOUTH ALONG A ROAD
 AC2396'WHICH WAS UNDER CONSTRUCTION IN 4/70, SET ON THE TOP OF THE
 AC2396'SOUTH END OF THE EAST CONCRETE GUARD RAIL TO A 185-FOOT LONG
 AC2396'CONCRETE BRIDGE OVER OLETA RIVER, 1 FOOT NORTH OF THE SOUTH END
 AC2396'OF THE BRIDGE AND 1 FOOT EAST OF THE WEST CURB LINE OF THE BRIDGE.
 AC2396'NOTE-- MARK IS STAMPED 2843.
 AC2396
 AC2396                          STATION RECOVERY (1973)
 AC2396
 AC2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2395 ***********************************************************************
 AC2395  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2395  DESIGNATION -  28.44 FLHD
 AC2395  PID         -  AC2395
 AC2395  STATE/COUNTY-  FL/MIAMI-DADE
 AC2395  USGS QUAD   -  NORTH MIAMI (1988)
 AC2395
 AC2395                         *CURRENT SURVEY CONTROL
 AC2395  ___________________________________________________________________
 AC2395* NAD 83(1986)-  25 55 34.     (N)    080 08 06.     (W)     SCALED    
 AC2395* NAVD 88     -         8.167  (meters)      26.79   (feet)  ADJUSTED  
 AC2395  ___________________________________________________________________
 AC2395  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AC2395  DYNAMIC HT  -           8.154 (meters)      26.75  (feet)  COMP
 AC2395  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AC2395
 AC2395  VERT ORDER  -  SECOND    CLASS 0
 AC2395
 AC2395.The horizontal coordinates were scaled from a topographic map and have
 AC2395.an estimated accuracy of +/- 6 seconds.
 AC2395
 AC2395.The orthometric height was determined by differential leveling
 AC2395.and adjusted by the National Geodetic Survey in June 1991..
 AC2395
 AC2395.This Tidal Bench Mark is designated as VM 5757
 AC2395.by the Center for Operational Oceanographic Products and Services.
 AC2395
 AC2395.The geoid height was determined by GEOID03.
 AC2395
 AC2395.The dynamic height is computed by dividing the NAVD 88
 AC2395.geopotential number by the normal gravity value computed on the
 AC2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2395.degrees latitude (g = 980.6199 gals.).
 AC2395
 AC2395.The modeled gravity was interpolated from observed gravity values.
 AC2395
 AC2395;                    North         East    Units  Estimated Accuracy
 AC2395;SPC FL E     -   176,720.      286,650.      MT  (+/- 180 meters Scaled)
 AC2395
 AC2395                          SUPERSEDED SURVEY CONTROL
 AC2395
 AC2395  NGVD 29 (09/01/92)    8.644  (m)           28.36   (f) ADJUSTED    2 0
 AC2395
 AC2395.Superseded values are not recommended for survey control.
 AC2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2395.See file dsdata.txt to determine how the superseded data were derived.
 AC2395
 AC2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866677(NAD 83)
 AC2395_MARKER: DD = SURVEY DISK
 AC2395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2395_SP_SET: SIDEWALK
 AC2395_STAMPING: 28.44
 AC2395_MARK LOGO: FLHD  
 AC2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2395
 AC2395  HISTORY     - Date     Condition        Report By
 AC2395  HISTORY     - UNK      MONUMENTED       FLHD
 AC2395  HISTORY     - 1970     GOOD             NGS
 AC2395  HISTORY     - 1973     GOOD             NGS
 AC2395  HISTORY     - 1980     GOOD             FLDNR
 AC2395
 AC2395                          STATION DESCRIPTION
 AC2395
 AC2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2395'1.2 MI SW FROM SUNNY ISLES.
 AC2395'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 826 FROM THE JUNCTION
 AC2395'OF STATE HIGHWAY A 1 A AT SUNNY ISLES, THENCE 0.15 MILE SOUTH
 AC2395'ALONG A ROAD WHICH IS UNDER CONSTRUCTION 4/70, SET IN THE
 AC2395'TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL BASE FOR A
 AC2395'185-FOOT LONG BRIDGE OVER THE OLETA RIVER, 1 FOOT SOUTH OF THE
 AC2395'NORTH END OF THE BASE, 1 FOOT WEST OF THE WEST CURB OF THE
 AC2395'BRIDGE AND 1 FOOT ABOVE THE ROAD.  NOTE-- 1.  DELETE SET IN
 AC2395'THE TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL BASE
 AC2395'FOR A 185-FOOT LONG BRIDGE.  2.  MARK IS 9.2 FEET SOUTH OF THE
 AC2395'NORTH END OF THE WEST GUARD RAIL, SET IN THE TOP OF CONCRETE
 AC2395'SIDEWALK.
 AC2395
 AC2395                          STATION RECOVERY (1973)
 AC2395
 AC2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2395'RECOVERED IN GOOD CONDITION.
 AC2395
 AC2395                          STATION RECOVERY (1980)
 AC2395
 AC2395'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AC2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3422 ***********************************************************************
 BG3422  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3422  DESIGNATION -  28.498 USGS RESET 1978
 BG3422  PID         -  BG3422
 BG3422  STATE/COUNTY-  FL/OKALOOSA
 BG3422  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3422
 BG3422                         *CURRENT SURVEY CONTROL
 BG3422  ___________________________________________________________________
 BG3422* NAD 83(1986)-  30 23 44.     (N)    086 30 50.     (W)     SCALED    
 BG3422* NAVD 88     -         8.565  (meters)      28.10   (feet)  ADJUSTED  
 BG3422  ___________________________________________________________________
 BG3422  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3422  DYNAMIC HT  -           8.553 (meters)      28.06  (feet)  COMP
 BG3422  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG3422
 BG3422  VERT ORDER  -  SECOND    CLASS I
 BG3422
 BG3422.The horizontal coordinates were scaled from a topographic map and have
 BG3422.an estimated accuracy of +/- 6 seconds.
 BG3422
 BG3422.The orthometric height was determined by differential leveling
 BG3422.and adjusted by the National Geodetic Survey in June 1991..
 BG3422
 BG3422.This Tidal Bench Mark is designated as VM 10149
 BG3422.by the Center for Operational Oceanographic Products and Services.
 BG3422
 BG3422.The geoid height was determined by GEOID03.
 BG3422
 BG3422.The dynamic height is computed by dividing the NAVD 88
 BG3422.geopotential number by the normal gravity value computed on the
 BG3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3422.degrees latitude (g = 980.6199 gals.).
 BG3422
 BG3422.The modeled gravity was interpolated from observed gravity values.
 BG3422
 BG3422;                    North         East    Units  Estimated Accuracy
 BG3422;SPC FL N     -   156,400.      406,480.      MT  (+/- 180 meters Scaled)
 BG3422
 BG3422                          SUPERSEDED SURVEY CONTROL
 BG3422
 BG3422.No superseded survey control is available for this station.
 BG3422
 BG3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU466627(NAD 83)
 BG3422_MARKER: DD = SURVEY DISK
 BG3422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BG3422_STAMPING: LC RESET 1978 USGS ELEV 28.498
 BG3422_MARK LOGO: FLDT  
 BG3422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3422+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BG3422
 BG3422  HISTORY     - Date     Condition        Report By
 BG3422  HISTORY     - 1978     MONUMENTED       NGS
 BG3422  HISTORY     - 1984     GOOD             FLDNR
 BG3422  HISTORY     - 20030428 GOOD             USPSQD
 BG3422  HISTORY     - 20060318 GOOD             USPSQD
 BG3422
 BG3422                          STATION DESCRIPTION
 BG3422
 BG3422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BG3422'IN DESTIN.
 BG3422'0.5 MILE WEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN
 BG3422'DESTIN, AT THE NORTHEAST CORNER OF THE NORTH BRIDGE OF TWO
 BG3422'OVER EAST PASS, 23.1 FEET NORTH OF THE CENTERLINE OF U.S.
 BG3422'HIGHWAY 98, WESTBOUND, AND 9.5 FEET WEST OF THE EAST END OF A
 BG3422'GUARD RAIL AND 0.5 FOOT WEST OF A GUARD RAIL POST.
 BG3422
 BG3422                          STATION RECOVERY (1984)
 BG3422
 BG3422'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3422'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DESTIN, THE
 BG3422'MARK IS SET IN THE NORTHEAST ABUTMENT OF THE WESTBOUND U.S. HIGHWAY 98
 BG3422'BRIDGE OVER DESTIN PASS, 23 FEET NORTHWEST OF THE CENTERLINE OF THE
 BG3422'BRIDGE.
 BG3422
 BG3422                          STATION RECOVERY (2003)
 BG3422
 BG3422'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG3422'RECOVERED IN GOOD CONDITION.
 BG3422
 BG3422                          STATION RECOVERY (2006)
 BG3422
 BG3422'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG3422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0149 ***********************************************************************
 AG0149  DESIGNATION -  285 FLHD
 AG0149  PID         -  AG0149
 AG0149  STATE/COUNTY-  FL/PINELLAS
 AG0149  USGS QUAD   -  ST PETERSBURG (1987)
 AG0149
 AG0149                         *CURRENT SURVEY CONTROL
 AG0149  ___________________________________________________________________
 AG0149* NAD 83(1986)-  27 48 43.     (N)    082 40 47.     (W)     SCALED    
 AG0149* NAVD 88     -        12.824  (meters)      42.07   (feet)  ADJUSTED  
 AG0149  ___________________________________________________________________
 AG0149  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0149  DYNAMIC HT  -          12.805 (meters)      42.01  (feet)  COMP
 AG0149  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AG0149
 AG0149  VERT ORDER  -  SECOND    CLASS II
 AG0149
 AG0149.The horizontal coordinates were scaled from a topographic map and have
 AG0149.an estimated accuracy of +/- 6 seconds.
 AG0149
 AG0149.The orthometric height was determined by differential leveling
 AG0149.and adjusted by the National Geodetic Survey in June 1991..
 AG0149
 AG0149.The geoid height was determined by GEOID03.
 AG0149
 AG0149.The dynamic height is computed by dividing the NAVD 88
 AG0149.geopotential number by the normal gravity value computed on the
 AG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0149.degrees latitude (g = 980.6199 gals.).
 AG0149
 AG0149.The modeled gravity was interpolated from observed gravity values.
 AG0149
 AG0149;                    North         East    Units  Estimated Accuracy
 AG0149;SPC FL W     -   385,560.      133,030.      MT  (+/- 180 meters Scaled)
 AG0149
 AG0149                          SUPERSEDED SURVEY CONTROL
 AG0149
 AG0149  NGVD 29 (??/??/92)   13.087  (m)           42.94   (f) ADJ UNCH    2 2
 AG0149
 AG0149.Superseded values are not recommended for survey control.
 AG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0149.See file dsdata.txt to determine how the superseded data were derived.
 AG0149
 AG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345775(NAD 83)
 AG0149_MARKER: DD = SURVEY DISK
 AG0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0149_SP_SET: HEADWALL
 AG0149_STAMPING: 285
 AG0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0149+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AG0149
 AG0149  HISTORY     - Date     Condition        Report By
 AG0149  HISTORY     - UNK      MONUMENTED       FLHD
 AG0149  HISTORY     - 1976     GOOD             FLDT
 AG0149  HISTORY     - 20021216 GOOD             USPSQD
 AG0149  HISTORY     - 20041101 GOOD             USPSQD
 AG0149
 AG0149                          STATION DESCRIPTION
 AG0149
 AG0149'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0149'0.2 MI N FROM ST PETERSBURG.
 AG0149'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0149'PARK BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0149'2.00 MILES.  STATION ON LEFT, 55.1 FT. EAST OF THE CENTERLINE OF U.S.
 AG0149'HWY. 19, 46.0 FT. S.W. OF POWER LIGHT POLE, NUMBER 101597.  SET
 AG0149'IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 2, T 31, R 16.
 AG0149
 AG0149                          STATION RECOVERY (2002)
 AG0149
 AG0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS)
 AG0149'MARK IS 4.0 FEET NORTH OF SOUTH HEADWALL
 AG0149
 AG0149                          STATION RECOVERY (2004)
 AG0149
 AG0149'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0150 ***********************************************************************
 AG0150  DESIGNATION -  286 FLHD
 AG0150  PID         -  AG0150
 AG0150  STATE/COUNTY-  FL/PINELLAS
 AG0150  USGS QUAD   -  ST PETERSBURG (1987)
 AG0150
 AG0150                         *CURRENT SURVEY CONTROL
 AG0150  ___________________________________________________________________
 AG0150* NAD 83(1986)-  27 48 31.     (N)    082 40 47.     (W)     SCALED    
 AG0150* NAVD 88     -        25.367  (meters)      83.22   (feet)  ADJUSTED  
 AG0150  ___________________________________________________________________
 AG0150  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0150  DYNAMIC HT  -          25.330 (meters)      83.10  (feet)  COMP
 AG0150  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AG0150
 AG0150  VERT ORDER  -  SECOND    CLASS II
 AG0150
 AG0150.The horizontal coordinates were scaled from a topographic map and have
 AG0150.an estimated accuracy of +/- 6 seconds.
 AG0150
 AG0150.The orthometric height was determined by differential leveling
 AG0150.and adjusted by the National Geodetic Survey in June 1991..
 AG0150
 AG0150.The geoid height was determined by GEOID03.
 AG0150
 AG0150.The dynamic height is computed by dividing the NAVD 88
 AG0150.geopotential number by the normal gravity value computed on the
 AG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0150.degrees latitude (g = 980.6199 gals.).
 AG0150
 AG0150.The modeled gravity was interpolated from observed gravity values.
 AG0150
 AG0150;                    North         East    Units  Estimated Accuracy
 AG0150;SPC FL W     -   385,190.      133,030.      MT  (+/- 180 meters Scaled)
 AG0150
 AG0150                          SUPERSEDED SURVEY CONTROL
 AG0150
 AG0150  NGVD 29 (??/??/92)   25.631  (m)           84.09   (f) ADJ UNCH    2 2
 AG0150
 AG0150.Superseded values are not recommended for survey control.
 AG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0150.See file dsdata.txt to determine how the superseded data were derived.
 AG0150
 AG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345771(NAD 83)
 AG0150_MARKER: DD = SURVEY DISK
 AG0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0150_SP_SET: HANDRAIL
 AG0150_STAMPING: 286
 AG0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0150+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AG0150
 AG0150  HISTORY     - Date     Condition        Report By
 AG0150  HISTORY     - UNK      MONUMENTED       FLHD
 AG0150  HISTORY     - 1976     GOOD             FLDT
 AG0150  HISTORY     - 20021216 GOOD             USPSQD
 AG0150  HISTORY     - 20060321 GOOD             USPSQD
 AG0150
 AG0150                          STATION DESCRIPTION
 AG0150
 AG0150'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0150'0.1 MI N FROM ST PETERSBURG.
 AG0150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0150'PARK BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0150'2.25 MILE.  STATION ON RIGHT, IN THE N.W. CORNER OF OVERPASS.
 AG0150'SET IN THE TOP OF THE CONCRETE HANDRAIL.  SECTION 3, T 31, R 16.
 AG0150
 AG0150                          STATION RECOVERY (2002)
 AG0150
 AG0150'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS)
 AG0150'RECOVERED IN GOOD CONDITION.
 AG0150
 AG0150                          STATION RECOVERY (2006)
 AG0150
 AG0150'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG0150'GPS COORDINATES  27 48.572 N   82 40.781 W
 AG0150'WALK TO THE TOP OF WEST WOODEN WALKWAY AND MARKER WILL BE FOUND ON
 AG0150'CONCRETE RAIL EAST OF WALKWAY.  MARKER IS ON NORTH SIDE OF RAIL TRACKS
 AG0150'ADJACENT TO HIGHWAY 19 (34TH STREET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2448 ***********************************************************************
 AK2448  DESIGNATION -  287 17 31
 AK2448  PID         -  AK2448
 AK2448  STATE/COUNTY-  FL/BREVARD
 AK2448  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2448
 AK2448                         *CURRENT SURVEY CONTROL
 AK2448  ___________________________________________________________________
 AK2448* NAD 83(1986)-  28 27 06.     (N)    080 33 21.     (W)     SCALED    
 AK2448* NAVD 88     -         3.57   (+/-2cm)      11.7    (feet)  VERTCON   
 AK2448  ___________________________________________________________________
 AK2448  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2448
 AK2448  VERT ORDER  -  ? (See Below)
 AK2448
 AK2448.The horizontal coordinates were scaled from a topographic map and have
 AK2448.an estimated accuracy of +/- 6 seconds.
 AK2448
 AK2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK2448.The vertical order pertains to the NGVD 29 superseded value.
 AK2448
 AK2448.The geoid height was determined by GEOID03.
 AK2448
 AK2448;                    North         East    Units  Estimated Accuracy
 AK2448;SPC FL E     -   456,340.      243,500.      MT  (+/- 180 meters Scaled)
 AK2448
 AK2448                          SUPERSEDED SURVEY CONTROL
 AK2448
 AK2448  NGVD 29 (??/??/92)    3.953  (m)           12.97   (f) ADJ UNCH    ?  
 AK2448
 AK2448.Superseded values are not recommended for survey control.
 AK2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2448.See file dsdata.txt to determine how the superseded data were derived.
 AK2448
 AK2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434473(NAD 83)
 AK2448_MARKER: DB = BENCH MARK DISK
 AK2448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2448_SP_SET: LAUNCH COMPLEX
 AK2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2448
 AK2448  HISTORY     - Date     Condition        Report By
 AK2448  HISTORY     - UNK      MONUMENTED       CGS
 AK2448  HISTORY     - 1962     GOOD             NGS
 AK2448
 AK2448                          STATION DESCRIPTION
 AK2448
 AK2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2448'AT CAPE CANAVERAL.
 AK2448'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2448'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2448'MINUTEMAN LAUNCH COMPLEX, AND 17 FEET WEST OF THE CENTER OF
 AK2448'LAUNCH RING 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2447 ***********************************************************************
 AK2447  DESIGNATION -  287 50 31
 AK2447  PID         -  AK2447
 AK2447  STATE/COUNTY-  FL/BREVARD
 AK2447  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2447
 AK2447                         *CURRENT SURVEY CONTROL
 AK2447  ___________________________________________________________________
 AK2447* NAD 83(1986)-  28 27 05.     (N)    080 33 20.     (W)     SCALED    
 AK2447* NAVD 88     -         3.59   (+/-2cm)      11.8    (feet)  VERTCON   
 AK2447  ___________________________________________________________________
 AK2447  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2447
 AK2447  VERT ORDER  -  ? (See Below)
 AK2447
 AK2447.The horizontal coordinates were scaled from a topographic map and have
 AK2447.an estimated accuracy of +/- 6 seconds.
 AK2447
 AK2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK2447.The vertical order pertains to the NGVD 29 superseded value.
 AK2447
 AK2447.The geoid height was determined by GEOID03.
 AK2447
 AK2447;                    North         East    Units  Estimated Accuracy
 AK2447;SPC FL E     -   456,310.      243,530.      MT  (+/- 180 meters Scaled)
 AK2447
 AK2447                          SUPERSEDED SURVEY CONTROL
 AK2447
 AK2447  NGVD 29 (??/??/92)    3.976  (m)           13.04   (f) ADJ UNCH    ?  
 AK2447
 AK2447.Superseded values are not recommended for survey control.
 AK2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2447.See file dsdata.txt to determine how the superseded data were derived.
 AK2447
 AK2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2447_MARKER: DB = BENCH MARK DISK
 AK2447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2447_SP_SET: LAUNCH COMPLEX
 AK2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2447
 AK2447  HISTORY     - Date     Condition        Report By
 AK2447  HISTORY     - UNK      MONUMENTED       CGS
 AK2447  HISTORY     - 1962     GOOD             NGS
 AK2447
 AK2447                          STATION DESCRIPTION
 AK2447
 AK2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2447'AT CAPE CANAVERAL.
 AK2447'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2447'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2447'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET WEST OF THE CENTER OF
 AK2447'LAUNCH RING 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0151 ***********************************************************************
 AG0151  DESIGNATION -  287 FLHD
 AG0151  PID         -  AG0151
 AG0151  STATE/COUNTY-  FL/PINELLAS
 AG0151  USGS QUAD   -  ST PETERSBURG (1987)
 AG0151
 AG0151                         *CURRENT SURVEY CONTROL
 AG0151  ___________________________________________________________________
 AG0151* NAD 83(1986)-  27 48 31.     (N)    082 40 47.     (W)     SCALED    
 AG0151* NAVD 88     -        23.078  (meters)      75.72   (feet)  ADJUSTED  
 AG0151  ___________________________________________________________________
 AG0151  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0151  DYNAMIC HT  -          23.044 (meters)      75.60  (feet)  COMP
 AG0151  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AG0151
 AG0151  VERT ORDER  -  SECOND    CLASS II
 AG0151
 AG0151.The horizontal coordinates were scaled from a topographic map and have
 AG0151.an estimated accuracy of +/- 6 seconds.
 AG0151
 AG0151.The orthometric height was determined by differential leveling
 AG0151.and adjusted by the National Geodetic Survey in June 1991..
 AG0151
 AG0151.The geoid height was determined by GEOID03.
 AG0151
 AG0151.The dynamic height is computed by dividing the NAVD 88
 AG0151.geopotential number by the normal gravity value computed on the
 AG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0151.degrees latitude (g = 980.6199 gals.).
 AG0151
 AG0151.The modeled gravity was interpolated from observed gravity values.
 AG0151
 AG0151;                    North         East    Units  Estimated Accuracy
 AG0151;SPC FL W     -   385,190.      133,030.      MT  (+/- 180 meters Scaled)
 AG0151
 AG0151                          SUPERSEDED SURVEY CONTROL
 AG0151
 AG0151  NGVD 29 (??/??/92)   23.342  (m)           76.58   (f) ADJ UNCH    2 2
 AG0151
 AG0151.Superseded values are not recommended for survey control.
 AG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0151.See file dsdata.txt to determine how the superseded data were derived.
 AG0151
 AG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345771(NAD 83)
 AG0151_MARKER: DD = SURVEY DISK
 AG0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0151_SP_SET: HEADWALL
 AG0151_STAMPING: 287
 AG0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0151+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AG0151
 AG0151  HISTORY     - Date     Condition        Report By
 AG0151  HISTORY     - UNK      MONUMENTED       FLHD
 AG0151  HISTORY     - 1976     GOOD             FLDT
 AG0151  HISTORY     - 20021216 GOOD             USPSQD
 AG0151  HISTORY     - 20060321 GOOD             USPSQD
 AG0151
 AG0151                          STATION DESCRIPTION
 AG0151
 AG0151'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0151'0.1 MI N FROM ST PETERSBURG.
 AG0151'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0151'PARK BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0151'2.3 MILE.  STATION ON LEFT, IN THE S.E. CORNER OF OVERPASS.  SET
 AG0151'IN THE TOP OF THE CONCRETE HANDRAIL.  SECTION 2, T 31, R 16.
 AG0151
 AG0151                          STATION RECOVERY (2002)
 AG0151
 AG0151'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS)
 AG0151'RECOVERED IN GOOD CONDITION.
 AG0151
 AG0151                          STATION RECOVERY (2006)
 AG0151
 AG0151'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG0151'GPS COORDINATES   27  48.527 N   82  40.766W
 AG0151'WALK TO THE TOP OF THE EAST WOODEN WALKWAY AND MARKER WILL BE FOUND ON
 AG0151'THE CONCRETE RAIL WEST OF WALKWAY.  MARKER IS ON SOUTH SIDE OF RAIL
 AG0151'TRACKS ADJACENT TO HIGHWAY 19 (34TH STREET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0152 ***********************************************************************
 AG0152  DESIGNATION -  288 FLHD
 AG0152  PID         -  AG0152
 AG0152  STATE/COUNTY-  FL/PINELLAS
 AG0152  USGS QUAD   -  ST PETERSBURG (1987)
 AG0152
 AG0152                         *CURRENT SURVEY CONTROL
 AG0152  ___________________________________________________________________
 AG0152* NAD 83(1986)-  27 47 07.     (N)    082 40 47.     (W)     SCALED    
 AG0152* NAVD 88     -        14.664  (meters)      48.11   (feet)  ADJUSTED  
 AG0152  ___________________________________________________________________
 AG0152  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0152  DYNAMIC HT  -          14.642 (meters)      48.04  (feet)  COMP
 AG0152  MODELED GRAV-     979,176.2   (mgal)                       NAVD 88
 AG0152
 AG0152  VERT ORDER  -  SECOND    CLASS II
 AG0152
 AG0152.The horizontal coordinates were scaled from a topographic map and have
 AG0152.an estimated accuracy of +/- 6 seconds.
 AG0152
 AG0152.The orthometric height was determined by differential leveling
 AG0152.and adjusted by the National Geodetic Survey in June 1991..
 AG0152
 AG0152.The geoid height was determined by GEOID03.
 AG0152
 AG0152.The dynamic height is computed by dividing the NAVD 88
 AG0152.geopotential number by the normal gravity value computed on the
 AG0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0152.degrees latitude (g = 980.6199 gals.).
 AG0152
 AG0152.The modeled gravity was interpolated from observed gravity values.
 AG0152
 AG0152;                    North         East    Units  Estimated Accuracy
 AG0152;SPC FL W     -   382,600.      133,010.      MT  (+/- 180 meters Scaled)
 AG0152
 AG0152                          SUPERSEDED SURVEY CONTROL
 AG0152
 AG0152  NGVD 29 (??/??/92)   14.931  (m)           48.99   (f) ADJ UNCH    2 2
 AG0152
 AG0152.Superseded values are not recommended for survey control.
 AG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0152.See file dsdata.txt to determine how the superseded data were derived.
 AG0152
 AG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345745(NAD 83)
 AG0152_MARKER: DD = SURVEY DISK
 AG0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0152_SP_SET: CONCRETE INLET
 AG0152_STAMPING: 288
 AG0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0152
 AG0152  HISTORY     - Date     Condition        Report By
 AG0152  HISTORY     - UNK      MONUMENTED       FLHD
 AG0152  HISTORY     - 1976     GOOD             FLDT
 AG0152  HISTORY     - 19970313 GOOD             USPSQD
 AG0152  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 AG0152
 AG0152                          STATION DESCRIPTION
 AG0152
 AG0152'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0152'AT ST PETERSBURG.
 AG0152'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0152'PARK BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0152'4.05 MILE TO 13 AVE. N. STATION ON LEFT, IN THE N.E. CORNER,
 AG0152'42.5 FT. EAST OF THE CENTERLINE OF U.S. HWY. 19, 38.0 FT. NORTH
 AG0152'OF THE CENTERLINE OF 13 AVENUE N.  SET IN THE TOP OF THE CONCRETE
 AG0152'INLET.  SECTION 14, T 31, R 16.
 AG0152
 AG0152                          STATION RECOVERY (1997)
 AG0152
 AG0152'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0152'RECOVERED IN GOOD CONDITION.
 AG0152
 AG0152                          STATION RECOVERY (2002)
 AG0152
 AG0152'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS)
 AG0152'THE CONCRETE INLET HAS BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0153 ***********************************************************************
 AG0153  DESIGNATION -  289 FLHD
 AG0153  PID         -  AG0153
 AG0153  STATE/COUNTY-  FL/PINELLAS
 AG0153  USGS QUAD   -  ST PETERSBURG (1987)
 AG0153
 AG0153                         *CURRENT SURVEY CONTROL
 AG0153  ___________________________________________________________________
 AG0153* NAD 83(1986)-  27 46 37.     (N)    082 40 47.     (W)     SCALED    
 AG0153* NAVD 88     -        13.252  (meters)      43.48   (feet)  ADJUSTED  
 AG0153  ___________________________________________________________________
 AG0153  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG0153  DYNAMIC HT  -          13.232 (meters)      43.41  (feet)  COMP
 AG0153  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 AG0153
 AG0153  VERT ORDER  -  SECOND    CLASS II
 AG0153
 AG0153.The horizontal coordinates were scaled from a topographic map and have
 AG0153.an estimated accuracy of +/- 6 seconds.
 AG0153
 AG0153.The orthometric height was determined by differential leveling
 AG0153.and adjusted by the National Geodetic Survey in June 1991..
 AG0153
 AG0153.The geoid height was determined by GEOID03.
 AG0153
 AG0153.The dynamic height is computed by dividing the NAVD 88
 AG0153.geopotential number by the normal gravity value computed on the
 AG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0153.degrees latitude (g = 980.6199 gals.).
 AG0153
 AG0153.The modeled gravity was interpolated from observed gravity values.
 AG0153
 AG0153;                    North         East    Units  Estimated Accuracy
 AG0153;SPC FL W     -   381,680.      133,010.      MT  (+/- 180 meters Scaled)
 AG0153
 AG0153                          SUPERSEDED SURVEY CONTROL
 AG0153
 AG0153  NGVD 29 (??/??/92)   13.521  (m)           44.36   (f) ADJ UNCH    2 2
 AG0153
 AG0153.Superseded values are not recommended for survey control.
 AG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0153.See file dsdata.txt to determine how the superseded data were derived.
 AG0153
 AG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344736(NAD 83)
 AG0153_MARKER: DD = SURVEY DISK
 AG0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0153_SP_SET: CONCRETE INLET
 AG0153_STAMPING: 289
 AG0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0153+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 AG0153
 AG0153  HISTORY     - Date     Condition        Report By
 AG0153  HISTORY     - UNK      MONUMENTED       FLHD
 AG0153  HISTORY     - 1976     GOOD             FLDT
 AG0153  HISTORY     - 19990105 GOOD             USPSQD
 AG0153  HISTORY     - 20031204 GOOD             INDIV
 AG0153
 AG0153                          STATION DESCRIPTION
 AG0153
 AG0153'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0153'AT ST PETERSBURG.
 AG0153'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 5 AVE. N.
 AG0153'(SR 595).  STATION ON LEFT, 42.5 FT. EAST OF THE CENTERLINE OF
 AG0153'U.S. HWY. 19, 101.8 FT. NORTH OF THE CENTERLINE OF 5 AVE. N.,
 AG0153'49.3 FT. N.N.W. OF A POWER, LIGHT, AND SIGNAL POLE (NO NUMBER).
 AG0153'SET IN THE TOP OF THE CONCRETE INLET.  SECTION 14, T 31, R 16.
 AG0153
 AG0153                          STATION RECOVERY (1999)
 AG0153
 AG0153'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0153'RECOVERED IN GOOD CONDITION.
 AG0153
 AG0153                          STATION RECOVERY (2003)
 AG0153
 AG0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AG0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH1970 ***********************************************************************
 AH1970  DESIGNATION -  29 15
 AH1970  PID         -  AH1970
 AH1970  STATE/COUNTY-  FL/COLLIER
 AH1970  USGS QUAD   -  DEEP LAKE (1982)
 AH1970
 AH1970                         *CURRENT SURVEY CONTROL
 AH1970  ___________________________________________________________________
 AH1970* NAD 83(1986)-  26 05 59.     (N)    081 20 39.     (W)     SCALED    
 AH1970* NAVD 88     -         3.637  (meters)      11.93   (feet)  ADJUSTED  
 AH1970  ___________________________________________________________________
 AH1970  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AH1970  DYNAMIC HT  -           3.631 (meters)      11.91  (feet)  COMP
 AH1970  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 AH1970
 AH1970  VERT ORDER  -  SECOND    CLASS II
 AH1970
 AH1970.The horizontal coordinates were scaled from a topographic map and have
 AH1970.an estimated accuracy of +/- 6 seconds.
 AH1970
 AH1970.The orthometric height was determined by differential leveling
 AH1970.and adjusted by the National Geodetic Survey in December 2001..
 AH1970
 AH1970.The geoid height was determined by GEOID03.
 AH1970
 AH1970.The dynamic height is computed by dividing the NAVD 88
 AH1970.geopotential number by the normal gravity value computed on the
 AH1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1970.degrees latitude (g = 980.6199 gals.).
 AH1970
 AH1970.The modeled gravity was interpolated from observed gravity values.
 AH1970
 AH1970;                    North         East    Units  Estimated Accuracy
 AH1970;SPC FL E     -   195,710.      165,570.      MT  (+/- 180 meters Scaled)
 AH1970
 AH1970                          SUPERSEDED SURVEY CONTROL
 AH1970
 AH1970.No superseded survey control is available for this station.
 AH1970
 AH1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ655867(NAD 83)
 AH1970_MARKER: DD = SURVEY DISK
 AH1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1970_STAMPING: BM 29-15 1987
 AH1970_MARK LOGO: SFLWMD
 AH1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1970+STABILITY: SURFACE MOTION
 AH1970
 AH1970  HISTORY     - Date     Condition        Report By
 AH1970  HISTORY     - 1987     MONUMENTED       SFLWMD
 AH1970  HISTORY     - 19950106 GOOD             FLDT
 AH1970
 AH1970                          STATION DESCRIPTION
 AH1970
 AH1970'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AH1970'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) EAST OF NAPLES,
 AH1970'IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM WEST TOLL
 AH1970'BOOTH ON INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), PROCEED EAST 19.6
 AH1970'MILES (31.5 KM) TO INTERSTATE HIGHWAY 75 AND STATE ROAD 29 OVERPASS,
 AH1970'PROCEED SOUTH 3.9 MILES (6.3 KM) ALONG STATE ROAD 29 TO STATION.
 AH1970'STATION IS RECESSED 1 FOOT,AND IS 1 FOOT (0.3 M) WEST OF A METAL
 AH1970'GUARDRAIL, 14.7 FEET (4.5 M) EAST OF THE CENTER OF STATE ROAD 29 AND
 AH1970'32.5 FEET (9.9 M) SOUTH OF THE PROJECTED CENTER OF A SMALL DRIVEWAY
 AH1970'WITH A CONCRETE CROSSDRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1933 ***********************************************************************
 AR1933  DESIGNATION -  29 92 GPS 1
 AR1933  PID         -  AR1933
 AR1933  STATE/COUNTY-  FL/SUWANNEE
 AR1933  USGS QUAD   -  HILDRETH (1988)
 AR1933
 AR1933                         *CURRENT SURVEY CONTROL
 AR1933  ___________________________________________________________________
 AR1933* NAD 83(1999)-  29 56 56.69484(N)    082 45 15.53417(W)     ADJUSTED  
 AR1933* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 AR1933  ___________________________________________________________________
 AR1933  X           -     697,601.800 (meters)                     COMP
 AR1933  Y           -  -5,486,898.963 (meters)                     COMP
 AR1933  Z           -   3,165,479.079 (meters)                     COMP
 AR1933  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AR1933  ELLIP HEIGHT-         -10.48  (meters)          (09/30/02) GPS OBS
 AR1933  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AR1933
 AR1933  HORZ ORDER  -  FIRST
 AR1933  ELLP ORDER  -  FOURTH    CLASS I
 AR1933
 AR1933.The horizontal coordinates were established by GPS observations
 AR1933.and adjusted by the National Geodetic Survey in September 2002..
 AR1933
 AR1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1933
 AR1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1933
 AR1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1933
 AR1933.The ellipsoidal height was determined by GPS observations
 AR1933.and is referenced to NAD 83.
 AR1933
 AR1933.The geoid height was determined by GEOID03.
 AR1933
 AR1933;                    North         East     Units Scale Factor Converg.
 AR1933;SPC FL N     -   106,493.117   768,506.508   MT  0.99995564   +0 52 38.1
 AR1933;SPC FL N     -   349,386.17  2,521,341.77   sFT  0.99995564   +0 52 38.1
 AR1933;UTM  17      - 3,314,437.423   330,700.697   MT  0.99995364   -0 52 33.7
 AR1933
 AR1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1933!SPC FL N     -   1.00000165  x   0.99995564  =   0.99995729
 AR1933!UTM  17      -   1.00000165  x   0.99995364  =   0.99995529
 AR1933
 AR1933                          SUPERSEDED SURVEY CONTROL
 AR1933
 AR1933  NAD 83(1990)-  29 56 56.69338(N)    082 45 15.53385(W) AD(       ) 1
 AR1933  ELLIP H (11/22/93)  -10.42   (m)                       GP(       ) 4 1
 AR1933  NGVD 29 (11/22/93)   17.8    (m)           58.     (f) GPS OBS        
 AR1933
 AR1933.Superseded values are not recommended for survey control.
 AR1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1933.See file dsdata.txt to determine how the superseded data were derived.
 AR1933
 AR1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP3070114437(NAD 83)
 AR1933_MARKER: DD = SURVEY DISK
 AR1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1933_SP_SET: CONCRETE POST
 AR1933_STAMPING: 29 92 GPS 1
 AR1933_MARK LOGO: FLDT  
 AR1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1933+STABILITY: SURFACE MOTION
 AR1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1933+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AR1933
 AR1933  HISTORY     - Date     Condition        Report By
 AR1933  HISTORY     - 1992     MONUMENTED       FLDT
 AR1933
 AR1933                          STATION DESCRIPTION
 AR1933
 AR1933'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1933'STATION IS LOCATED ABOUT 17.5 MILES (28.2 KM) SOUTHWEST OF LAKE CITY
 AR1933'AND 3 MILES (4.8 KM) WEST OF FORT WHITE.
 AR1933'FROM THE INTERSECTION OF U.S. 129 AND U.S 27, GO EAST ALONG U.S. 27
 AR1933'FOR ABOUT 4.6 MILES (7.4 KM) TO THE SUWANNEE-COLUMBIA COUNTY LINE (AT
 AR1933'THE ICHETUCKNEE RIVER), CONTINUE EAST ON U.S. 27 FOR ABOUT 1.85 MILES
 AR1933'(2.98 KM) TO THE STATION, AT ROBERTS ROAD, 119.0 FEET (36.3 M) (36.3
 AR1933'MT) EAST OF THE CENTER OF ROBERTS ROAD, 65.0 FEET (19.8 M) (19.8 MT)
 AR1933'EAST OF GUY POLE NUMBER 7, 53.0 FEET (16.2 M) (16.2 MT) SOUTH OF THE
 AR1933'CENTER OF U.S. 27 AND 3.0 FEET (0.9 M) (0.9 MT) NORTH OF A METAL
 AR1933'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2563 ***********************************************************************
 AK2563  DESIGNATION -  29 A INSTR BASE 105 T
 AK2563  PID         -  AK2563
 AK2563  STATE/COUNTY-  FL/BREVARD
 AK2563  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2563
 AK2563                         *CURRENT SURVEY CONTROL
 AK2563  ___________________________________________________________________
 AK2563* NAD 83(1986)-  28 25 50.     (N)    080 34 32.     (W)     SCALED    
 AK2563* NAVD 88     -         3.816  (meters)      12.52   (feet)  POSTED    
 AK2563  ___________________________________________________________________
 AK2563  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2563  DYNAMIC HT  -           3.810 (meters)      12.50  (feet)  COMP
 AK2563  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 AK2563
 AK2563  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AK2563
 AK2563.The horizontal coordinates were scaled from a topographic map and have
 AK2563.an estimated accuracy of +/- 6 seconds.
 AK2563
 AK2563.The orthometric height was determined by differential leveling
 AK2563.and adjusted by the National Geodetic Survey in 1992..
 AK2563.No vertical observational check was made to the station.
 AK2563.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AK2563.was located on a no-check spur therefore a value was not computed.
 AK2563
 AK2563.The geoid height was determined by GEOID03.
 AK2563
 AK2563.The dynamic height is computed by dividing the NAVD 88
 AK2563.geopotential number by the normal gravity value computed on the
 AK2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2563.degrees latitude (g = 980.6199 gals.).
 AK2563
 AK2563.The modeled gravity was interpolated from observed gravity values.
 AK2563
 AK2563;                    North         East    Units  Estimated Accuracy
 AK2563;SPC FL E     -   454,000.      241,580.      MT  (+/- 180 meters Scaled)
 AK2563
 AK2563                          SUPERSEDED SURVEY CONTROL
 AK2563
 AK2563  NGVD 29 (??/??/92)    4.21   (m)           13.8    (f) COMPUTED    1 2
 AK2563
 AK2563.Superseded values are not recommended for survey control.
 AK2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2563.See file dsdata.txt to determine how the superseded data were derived.
 AK2563
 AK2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM415449(NAD 83)
 AK2563_MARKER: Z = SEE DESCRIPTION
 AK2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2563+STABILITY: SURFACE MOTION
 AK2563
 AK2563  HISTORY     - Date     Condition        Report By
 AK2563  HISTORY     - UNK      MONUMENTED       DOD
 AK2563  HISTORY     - 1959     GOOD             NGS
 AK2563  HISTORY     - 1964     GOOD             NGS
 AK2563
 AK2563                          STATION DESCRIPTION
 AK2563
 AK2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2563'AT CAPE CANAVERAL.
 AK2563'LOCATED AT COMPLEX 29 (NAVY POLARIS LAUNCHING AREA), 123 FEET
 AK2563'WEST OF THE APPROXIMATE CENTER OF A ROAD, 23 FEET SOUTH OF THE
 AK2563'APPROXIMATE CENTER OF A ROAD AND EAST OF PAD 29 A.  THE MARK IS
 AK2563'A 12 X 12 INCH CONCRETE POST WHICH PROJECTS 58 INCHES AND IS
 AK2563'SURROUNDED BY A 10 X 8 FOOT CONCRETE PAD.  THE POINT LEVELED TO
 AK2563'WAS THE TOP AND CENTER OF THE TRIBRACH.
 AK2563
 AK2563                          STATION RECOVERY (1964)
 AK2563
 AK2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AK2563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2614 ***********************************************************************
 AK2614  DESIGNATION -  29 A INSTR BASE 330 T
 AK2614  PID         -  AK2614
 AK2614  STATE/COUNTY-  FL/BREVARD
 AK2614  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2614
 AK2614                         *CURRENT SURVEY CONTROL
 AK2614  ___________________________________________________________________
 AK2614* NAD 83(1986)-  28 25 48.     (N)    080 34 34.     (W)     SCALED    
 AK2614* NAVD 88     -         3.782  (meters)      12.41   (feet)  POSTED    
 AK2614  ___________________________________________________________________
 AK2614  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2614  DYNAMIC HT  -           3.780 (meters)      12.40  (feet)  COMP
 AK2614  MODELED GRAV-     979,224.3   (mgal)                       NAVD 88
 AK2614
 AK2614  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AK2614
 AK2614.The horizontal coordinates were scaled from a topographic map and have
 AK2614.an estimated accuracy of +/- 6 seconds.
 AK2614
 AK2614.The orthometric height was determined by differential leveling
 AK2614.and adjusted by the National Geodetic Survey in 1992..
 AK2614.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AK2614.rate of 0.0 thru 1.0 mm/km.
 AK2614
 AK2614.The geoid height was determined by GEOID03.
 AK2614
 AK2614.The dynamic height is computed by dividing the NAVD 88
 AK2614.geopotential number by the normal gravity value computed on the
 AK2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2614.degrees latitude (g = 980.6199 gals.).
 AK2614
 AK2614.The modeled gravity was interpolated from observed gravity values.
 AK2614
 AK2614;                    North         East    Units  Estimated Accuracy
 AK2614;SPC FL E     -   453,930.      241,530.      MT  (+/- 180 meters Scaled)
 AK2614
 AK2614                          SUPERSEDED SURVEY CONTROL
 AK2614
 AK2614  NGVD 29 (??/??/92)    4.172  (m)           13.69   (f) ADJ UNCH    1 2
 AK2614
 AK2614.Superseded values are not recommended for survey control.
 AK2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2614.See file dsdata.txt to determine how the superseded data were derived.
 AK2614
 AK2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM415449(NAD 83)
 AK2614_MARKER: Z = SEE DESCRIPTION
 AK2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2614+STABILITY: SURFACE MOTION
 AK2614
 AK2614  HISTORY     - Date     Condition        Report By
 AK2614  HISTORY     - UNK      MONUMENTED       DOD
 AK2614  HISTORY     - 1959     GOOD             NGS
 AK2614  HISTORY     - 1964     GOOD             NGS
 AK2614
 AK2614                          STATION DESCRIPTION
 AK2614
 AK2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2614'AT CAPE CANAVERAL.
 AK2614'LOCATED AT COMPLEX 29 (NAVY POLARIS LAUNCHING AREA), 122 FEET
 AK2614'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A ROAD, 108 FEET
 AK2614'NORTHEAST OF THE APPROXIMATE CENTER OF A ROAD AND WEST-NORTHWEST
 AK2614'OF PAD 29 A.  THE MARK IS A 12 X 12 INCH CONCRETE POST WHICH
 AK2614'PROJECTS 58 INCHES AND IS SURROUNDED BY A 10 X 8 FOOT CONCRETE
 AK2614'PAD.  THE POINT LEVELED TO WAS THE TOP AND CENTER OF THE TRIBRACH.
 AK2614
 AK2614                          STATION RECOVERY (1964)
 AK2614
 AK2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AK2614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5379 ***********************************************************************
 DE5379  DESIGNATION -  29 BRP
 DE5379  PID         -  DE5379
 DE5379  STATE/COUNTY-  FL/PALM BEACH
 DE5379  USGS QUAD   -  SHAWANO (1979)
 DE5379
 DE5379                         *CURRENT SURVEY CONTROL
 DE5379  ___________________________________________________________________
 DE5379* NAD 83(1986)-  26 36 42.     (N)    080 33 19.     (W)     SCALED    
 DE5379* NAVD 88     -         4.880  (meters)      16.01   (feet)  ADJUSTED  
 DE5379  ___________________________________________________________________
 DE5379  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DE5379  DYNAMIC HT  -           4.872 (meters)      15.98  (feet)  COMP
 DE5379  MODELED GRAV-     979,101.5   (mgal)                       NAVD 88
 DE5379
 DE5379  VERT ORDER  -  FIRST     CLASS II
 DE5379
 DE5379.The horizontal coordinates were scaled from a topographic map and have
 DE5379.an estimated accuracy of +/- 6 seconds.
 DE5379
 DE5379.The orthometric height was determined by differential leveling
 DE5379.and adjusted by the National Geodetic Survey in June 2002..
 DE5379
 DE5379.The geoid height was determined by GEOID03.
 DE5379
 DE5379.The dynamic height is computed by dividing the NAVD 88
 DE5379.geopotential number by the normal gravity value computed on the
 DE5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5379.degrees latitude (g = 980.6199 gals.).
 DE5379
 DE5379.The modeled gravity was interpolated from observed gravity values.
 DE5379
 DE5379;                    North         East    Units  Estimated Accuracy
 DE5379;SPC FL E     -   252,460.      244,290.      MT  (+/- 180 meters Scaled)
 DE5379
 DE5379                          SUPERSEDED SURVEY CONTROL
 DE5379
 DE5379.No superseded survey control is available for this station.
 DE5379
 DE5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK442435(NAD 83)
 DE5379_MARKER: DD = SURVEY DISK
 DE5379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE5379_SP_SET: RETAING WALL
 DE5379_STAMPING: 29 BRP 1969
 DE5379_MARK LOGO: USGS  
 DE5379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5379+STABILITY: SURFACE MOTION
 DE5379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE5379+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 DE5379
 DE5379  HISTORY     - Date     Condition        Report By
 DE5379  HISTORY     - 1969     MONUMENTED       USGS
 DE5379  HISTORY     - 20011101 GOOD             FLDEP
 DE5379
 DE5379                          STATION DESCRIPTION
 DE5379
 DE5379'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE5379'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF BELLE GLADE, ON THE SOUTHWEST
 DE5379'SIDE OF BROWN'S
 DE5379'FARM ROAD (STATE ROAD 827), IN SECTION 28, TOWNSHIP 44 SOUTH, RANGE 38
 DE5379'EAST.
 DE5379' 
 DE5379'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 DE5379'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 DE5379'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 DE5379'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST AVENUE E) FOR 0.5 MI TO A
 DE5379'SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND GO SOUTHEAST ON STATE
 DE5379'ROAD 880 (STATE ROAD 80) FOR 5.4 MI TO THE JUNCTION OF BROWN'S FARM
 DE5379'ROAD (STATE ROAD 827) ON THE RIGHT (JUST BEFORE REACHING A BRIDGE OVER
 DE5379'THE HILLSBORO CANAL AT SIXMILE BEND), BEAR RIGHT ON BROWN'S FARM ROAD
 DE5379'(STATE ROAD 827) AND GO SOUTHEASTERLY ALONG THE SOUTHWEST SIDE OF THE
 DE5379'HILLSBORO CANAL FOR 1.4 MI TO THE JUNCTION OF THE BOLLES CANAL (LEVEE
 DE5379'L-16) ON THE RIGHT, CONTINUE SOUTHWEST ON BROWN'S FARM ROAD (STATE
 DE5379'ROAD 827) FOR 1.55 MI TO THE JUNCTION OF A SUGAR CANE FIELD FARM ROAD
 DE5379'ON THE RIGHT AND THE MARK ON THE
 DE5379'RIGHT, SET FLUSH IN THE TOP OF THE NORTHWEST CONCRETE RETAINING WALL
 DE5379'OF A PUMP STATION 3.0 FT ABOVE THE LEVEL OF THE GROUND AND ABOVE THE
 DE5379'LEVEL OF BROWN'S FARM ROAD (STATE ROAD 827).
 DE5379' 
 DE5379'LOCATED 100.5 FT WEST OF THE APPROXIMATE CENTERLINE OF BROWN'S FARM
 DE5379'ROAD, 33.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A LIMEROCK ROAD
 DE5379'LEADING WEST AND 4.3 FT EAST OF THE WEST END OF THE RETAINING WALL.
 DE5379'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7096 ***********************************************************************
 AG7096  DESIGNATION -  29 C OF SP
 AG7096  PID         -  AG7096
 AG7096  STATE/COUNTY-  FL/PINELLAS
 AG7096  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7096
 AG7096                         *CURRENT SURVEY CONTROL
 AG7096  ___________________________________________________________________
 AG7096* NAD 83(1986)-  27 44 56.     (N)    082 37 48.     (W)     SCALED    
 AG7096* NAVD 88     -         2.895  (meters)       9.50   (feet)  ADJUSTED  
 AG7096  ___________________________________________________________________
 AG7096  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG7096  DYNAMIC HT  -           2.890 (meters)       9.48  (feet)  COMP
 AG7096  MODELED GRAV-     979,171.4   (mgal)                       NAVD 88
 AG7096
 AG7096  VERT ORDER  -  SECOND    CLASS II
 AG7096
 AG7096.The horizontal coordinates were scaled from a topographic map and have
 AG7096.an estimated accuracy of +/- 6 seconds.
 AG7096
 AG7096.The orthometric height was determined by differential leveling
 AG7096.and adjusted by the National Geodetic Survey in June 1991..
 AG7096
 AG7096.The geoid height was determined by GEOID03.
 AG7096
 AG7096.The dynamic height is computed by dividing the NAVD 88
 AG7096.geopotential number by the normal gravity value computed on the
 AG7096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7096.degrees latitude (g = 980.6199 gals.).
 AG7096
 AG7096.The modeled gravity was interpolated from observed gravity values.
 AG7096
 AG7096;                    North         East    Units  Estimated Accuracy
 AG7096;SPC FL W     -   378,540.      137,890.      MT  (+/- 180 meters Scaled)
 AG7096
 AG7096                          SUPERSEDED SURVEY CONTROL
 AG7096
 AG7096  NGVD 29 (??/??/92)    3.167  (m)           10.39   (f) ADJ UNCH    2 2
 AG7096
 AG7096.Superseded values are not recommended for survey control.
 AG7096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7096.See file dsdata.txt to determine how the superseded data were derived.
 AG7096
 AG7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL393704(NAD 83)
 AG7096_MARKER: DD = SURVEY DISK
 AG7096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7096_SP_SET: CONCRETE POST
 AG7096_PROJECTION: FLUSH
 AG7096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7096+STABILITY: SURFACE MOTION
 AG7096
 AG7096  HISTORY     - Date     Condition        Report By
 AG7096  HISTORY     - UNK      MONUMENTED       FL2730
 AG7096  HISTORY     - 1977     GOOD             FL-103
 AG7096  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 AG7096  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 AG7096
 AG7096                          STATION DESCRIPTION
 AG7096
 AG7096'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7096'IN ST PETERSBURG.
 AG7096'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. N. SR 687 AND
 AG7096'5TH AVE. N. SR 595, RUN SOUTHERLY ON 4TH ST. N. FOR 2.05 MILES TO THE
 AG7096'INTERSECTION OF 22ND AVE. S. TURN LEFT ON 22ND AVE. S. AND RUN
 AG7096'EASTERLY FOR 0.45 MILE TO BEACH DRIVE S.E. STATION ON RIGHT, S.E.
 AG7096'CORNER, 32.5 FT. EAST OF THE CENTERLINE OF BEACH DRIVE S.E., 27.7 FT.
 AG7096'SOUTH OF THE CENTERLINE OF 22ND AVE. S.E., 64.9 FT. W.N.W. OF THE N.W.
 AG7096'CORNER OF A SINGLE STORY BLOCK HOUSE NO NUMBER, 16.5 FT. N.E. OF A
 AG7096'CONCRETE LIGHT POLE NO NUMBER, 11.3 FT. S.E. OF THE BACK OF CURB.
 AG7096'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AG7096'NO STAMPING ON DISK.
 AG7096
 AG7096                          STATION RECOVERY (1998)
 AG7096
 AG7096'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7096'MARK NOT FOUND.
 AG7096
 AG7096                          STATION RECOVERY (2003)
 AG7096
 AG7096'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9399 ***********************************************************************
 AC9399  DESIGNATION -  29 CMP
 AC9399  PID         -  AC9399
 AC9399  STATE/COUNTY-  FL/MARION
 AC9399  USGS QUAD   -  FORT MC COY (1993)
 AC9399
 AC9399                         *CURRENT SURVEY CONTROL
 AC9399  ___________________________________________________________________
 AC9399* NAD 83(1986)-  29 22 05.     (N)    081 56 58.     (W)     SCALED    
 AC9399* NAVD 88     -        14.150  (meters)      46.42   (feet)  ADJUSTED  
 AC9399  ___________________________________________________________________
 AC9399  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AC9399  DYNAMIC HT  -          14.130 (meters)      46.36  (feet)  COMP
 AC9399  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 AC9399
 AC9399  VERT ORDER  -  SECOND    CLASS I
 AC9399
 AC9399.The horizontal coordinates were scaled from a topographic map and have
 AC9399.an estimated accuracy of +/- 6 seconds.
 AC9399
 AC9399.The orthometric height was determined by differential leveling
 AC9399.and adjusted by the National Geodetic Survey in May 2004..
 AC9399
 AC9399.The geoid height was determined by GEOID03.
 AC9399
 AC9399.The dynamic height is computed by dividing the NAVD 88
 AC9399.geopotential number by the normal gravity value computed on the
 AC9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9399.degrees latitude (g = 980.6199 gals.).
 AC9399
 AC9399.The modeled gravity was interpolated from observed gravity values.
 AC9399
 AC9399;                    North         East    Units  Estimated Accuracy
 AC9399;SPC FL W     -   557,820.      204,910.      MT  (+/- 180 meters Scaled)
 AC9399
 AC9399                          SUPERSEDED SURVEY CONTROL
 AC9399
 AC9399  NAVD 88 (09/10/97)   14.162  (m)           46.46   (f) UNKNOWN     2 1
 AC9399
 AC9399.Superseded values are not recommended for survey control.
 AC9399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9399.See file dsdata.txt to determine how the superseded data were derived.
 AC9399
 AC9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN078491(NAD 83)
 AC9399_MARKER: DB = BENCH MARK DISK
 AC9399_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9399_STAMPING: 29 CMP 1969 47.4 3
 AC9399_MARK LOGO: USGS  
 AC9399_PROJECTION: RECESSED 0 CENTIMETERS
 AC9399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9399+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 AC9399
 AC9399  HISTORY     - Date     Condition        Report By
 AC9399  HISTORY     - 1969     MONUMENTED       USGS
 AC9399  HISTORY     - 19960727 GOOD             FLDEP
 AC9399  HISTORY     - 20010523 GOOD             FLDEP
 AC9399
 AC9399                          STATION DESCRIPTION
 AC9399
 AC9399'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9399'THE MARK IS ABOUT 1.15 MI (1.85 KM) EAST OF MC COY, 14.05 MI (22.61
 AC9399'KM) WEST OF SALT SPRINGS ON COUNTY ROAD 316 IN SECTION 13, TOWNSHIP 13
 AC9399'SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FORT
 AC9399'MC COY ON COUNTY ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI
 AC9399'(0.24 KM) TO THE INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY
 AC9399'ROAD 316 AND GO EAST FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF AN OLD
 AC9399'ROAD ON THE LEFT LEADING NORTH AND THE MARK ON THE LEFT, SET IN TOP OF
 AC9399'A 6-INCH SQUARE PREFABRICATED CONCRETE POST, RECESSED 0.6 FT (18.3 CM)
 AC9399'BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF
 AC9399'COUNTY ROAD 316,  50.6 FT (15.4 M) NORTH OF THE CENTERLINE OF COUNTY
 AC9399'ROAD 316, 31.2 FT (9.5 M) EAST OF A POWER POLE, 31.0 FT (9.4 M)
 AC9399'SOUTHWEST OF A METAL GATE, 19.3 FT (5.9 M) WEST OF THE APPROXIMATE
 AC9399'CENTERLINE OF A DIRT ROAD LEADING NORTH AND 1.1 FT (0.3 M) EAST OF A
 AC9399'METAL WITNESS POST.
 AC9399
 AC9399                          STATION RECOVERY (2001)
 AC9399
 AC9399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AC9399'RECOVERED AS DESCRIBED.
 AC9399' 
 AC9399'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3194 ***********************************************************************
 AI3194  DESIGNATION -  29 GAF
 AI3194  PID         -  AI3194
 AI3194  STATE/COUNTY-  FL/MADISON
 AI3194  USGS QUAD   -  MADISON (1993)
 AI3194
 AI3194                         *CURRENT SURVEY CONTROL
 AI3194  ___________________________________________________________________
 AI3194* NAD 83(1986)-  30 29 48.     (N)    083 23 01.     (W)     SCALED    
 AI3194* NAVD 88     -        43.709  (meters)     143.40   (feet)  ADJUSTED  
 AI3194  ___________________________________________________________________
 AI3194  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AI3194  DYNAMIC HT  -          43.652 (meters)     143.21  (feet)  COMP
 AI3194  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 AI3194
 AI3194  VERT ORDER  -  SECOND    CLASS I
 AI3194
 AI3194.The horizontal coordinates were scaled from a topographic map and have
 AI3194.an estimated accuracy of +/- 6 seconds.
 AI3194
 AI3194.The orthometric height was determined by differential leveling
 AI3194.and adjusted by the National Geodetic Survey in May 2001..
 AI3194.No vertical observational check was made to the station.
 AI3194
 AI3194.The geoid height was determined by GEOID03.
 AI3194
 AI3194.The dynamic height is computed by dividing the NAVD 88
 AI3194.geopotential number by the normal gravity value computed on the
 AI3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3194.degrees latitude (g = 980.6199 gals.).
 AI3194
 AI3194.The modeled gravity was interpolated from observed gravity values.
 AI3194
 AI3194;                    North         East    Units  Estimated Accuracy
 AI3194;SPC FL N     -   166,430.      707,170.      MT  (+/- 180 meters Scaled)
 AI3194
 AI3194                          SUPERSEDED SURVEY CONTROL
 AI3194
 AI3194.No superseded survey control is available for this station.
 AI3194
 AI3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP712762(NAD 83)
 AI3194_MARKER: DB = BENCH MARK DISK
 AI3194_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI3194_STAMPING: 29 GAF 1954 144
 AI3194_MARK LOGO: USGS  
 AI3194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3194+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1993
 AI3194
 AI3194  HISTORY     - Date     Condition        Report By
 AI3194  HISTORY     - 1954     MONUMENTED       USGS
 AI3194  HISTORY     - 19930313 GOOD             FLDEP
 AI3194
 AI3194                          STATION DESCRIPTION
 AI3194
 AI3194'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI3194'THE MARK IS ABOUT 2.60 MI (4.18 KM) NORTH OF MADISON, 7.20 MI (11.59
 AI3194'KM) SOUTH OF PILNETTA ON STATE HIGHWAY 145 IN SECTION 12, T 1 N, R 9
 AI3194'E. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 90 (BASE
 AI3194'STREET) AND STATE HIGHWAY 145 (DUVAL STREET) IN MADISON, GO NORTH ON
 AI3194'STATE HIGHWAY 145 FOR 0.2 MI (0.3 KM) TO A SHARP RIGHT TURN, TURN
 AI3194'RIGHT AND CONTINUE AHEAD ON STATE HIGHWAY 145 FOR 2.60 MI (4.18 KM) TO
 AI3194'THE MARK ON THE LEFT SET IN THE TOP OF A CONCRETE POST. LOCATED 175.0
 AI3194'FT (53.3 M) SOUTH AND 96.0 FT (29.3 M) WEST OF CENTER OF HIGHWAY AT
 AI3194'PRIVATE DRIVE WEST, 27.0 FT (8.2 M) SOUTH OF T-FENCE WEST AND 1.0 FT
 AI3194'(0.3 M) EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0710 ***********************************************************************
 AQ0710  DESIGNATION -  29 JAS
 AQ0710  PID         -  AQ0710
 AQ0710  STATE/COUNTY-  FL/MARION
 AQ0710  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ0710
 AQ0710                         *CURRENT SURVEY CONTROL
 AQ0710  ___________________________________________________________________
 AQ0710* NAD 83(1986)-  29 10 42.     (N)    081 42 30.     (W)     SCALED    
 AQ0710* NAVD 88     -        11.970  (meters)      39.27   (feet)  ADJUSTED  
 AQ0710  ___________________________________________________________________
 AQ0710  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ0710  DYNAMIC HT  -          11.953 (meters)      39.22  (feet)  COMP
 AQ0710  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 AQ0710
 AQ0710  VERT ORDER  -  FIRST     CLASS II
 AQ0710
 AQ0710.The horizontal coordinates were scaled from a topographic map and have
 AQ0710.an estimated accuracy of +/- 6 seconds.
 AQ0710
 AQ0710.The orthometric height was determined by differential leveling
 AQ0710.and adjusted by the National Geodetic Survey in September 1997..
 AQ0710
 AQ0710.Photographs are available for this station.
 AQ0710
 AQ0710.The geoid height was determined by GEOID03.
 AQ0710
 AQ0710.The dynamic height is computed by dividing the NAVD 88
 AQ0710.geopotential number by the normal gravity value computed on the
 AQ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0710.degrees latitude (g = 980.6199 gals.).
 AQ0710
 AQ0710.The modeled gravity was interpolated from observed gravity values.
 AQ0710
 AQ0710;                    North         East    Units  Estimated Accuracy
 AQ0710;SPC FL W     -   536,830.      228,370.      MT  (+/- 180 meters Scaled)
 AQ0710
 AQ0710                          SUPERSEDED SURVEY CONTROL
 AQ0710
 AQ0710  NAVD 88 (06/15/91)   11.941  (m)           39.18   (f) UNKNOWN     1 2
 AQ0710  NGVD 29 (??/??/92)   12.263  (m)           40.23   (f) ADJ UNCH    1 2
 AQ0710
 AQ0710.Superseded values are not recommended for survey control.
 AQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0710.See file dsdata.txt to determine how the superseded data were derived.
 AQ0710
 AQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN311279(NAD 83)
 AQ0710_MARKER: DD = SURVEY DISK
 AQ0710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0710_SP_SET: CULVERT HEADWALL
 AQ0710_STAMPING: 29 JAS 1966 40
 AQ0710_MARK LOGO: USGS  
 AQ0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0710+STABILITY: SURFACE MOTION
 AQ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0710+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AQ0710
 AQ0710  HISTORY     - Date     Condition        Report By
 AQ0710  HISTORY     - 1966     MONUMENTED       USGS
 AQ0710  HISTORY     - 1968     GOOD             NGS
 AQ0710  HISTORY     - 1990     GOOD             USPSQD
 AQ0710  HISTORY     - 19960814 GOOD             FLDEP
 AQ0710  HISTORY     - 20040416 GOOD             FLDEP
 AQ0710  HISTORY     - 20050409 GOOD             USPSQD
 AQ0710
 AQ0710                          STATION DESCRIPTION
 AQ0710
 AQ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0710'12 MI W FROM ASTOR.
 AQ0710'ABOUT 12.0 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0710'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, 4.15 MILES
 AQ0710'WEST OF THE INTERSECTION OF STATE HIGHWAY 19, 136 FEET EAST OF
 AQ0710'THE EXTENDED CENTER LINE OF FOREST SERVICE ROAD NO. 65 LEADING
 AQ0710'SOUTH, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AQ0710'HEAD WALL FOR A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 34 FEET
 AQ0710'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE
 AQ0710'LEVEL OF THE HIGHWAY.
 AQ0710
 AQ0710                          STATION RECOVERY (1990)
 AQ0710
 AQ0710'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0710'RECOVERED IN GOOD CONDITION.
 AQ0710
 AQ0710                          STATION RECOVERY (1996)
 AQ0710
 AQ0710'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0710'THE MARK IS ABOUT 11.1 MI (17.9 KM) EAST OF LYNNE, 10.7 MI (17.2 KM)
 AQ0710'WEST OF ASTOR IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 26 EAST. TO
 AQ0710'REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD 40
 AQ0710'FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD 19, CONTINUE
 AQ0710'WEST ON STATE ROAD 40 FOR 4.2 MI (6.8 KM) TO THE MARK ON THE RIGHT,
 AQ0710'SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT HEADWALL
 AQ0710'ABOUT 3.5 FT (1.1 M) BELOW THE LEVEL OF STATE ROAD 40. LOCATED 129.7
 AQ0710'FT (39.5 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 AQ0710'ROAD NUMBER 598 (LEADING SOUTH), 33.7 FT (10.3 M) NORTH OF THE
 AQ0710'APPROXIMATE CENTERLINE OF STATE ROAD 40, 22.1 FT (6.7 M) NORTH OF THE
 AQ0710'NORTH EDGE OF THE PAVEMENT OF THE WESTBOUND LANE OF STATE ROAD 40,
 AQ0710'12.8 FT (3.9 M) WEST OF THE EAST END OF THE CULVERT HEADWALL, 0.8 FT
 AQ0710'(24.4 CM) EAST OF THE WEST END OF THE CULVERT HEADWALL AND 0.3 FT (9.1
 AQ0710'CM) NORTH OF A CARSONITE WITNESS POST. NOTE DISK HAS BEEN HIT AND THE
 AQ0710'STAMPING 9 J IS NOT READABLE.
 AQ0710
 AQ0710                          STATION RECOVERY (2004)
 AQ0710
 AQ0710'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0710'RECOVERED AS DESCRIBED.
 AQ0710
 AQ0710                          STATION RECOVERY (2005)
 AQ0710
 AQ0710'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7135 ***********************************************************************
 AL7135  DESIGNATION -  29 RM USGS
 AL7135  PID         -  AL7135
 AL7135  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7135  USGS QUAD   -  PLANT CITY EAST (1993)
 AL7135
 AL7135                         *CURRENT SURVEY CONTROL
 AL7135  ___________________________________________________________________
 AL7135* NAD 83(1986)-  28 01 17.     (N)    082 05 20.     (W)     SCALED    
 AL7135* NAVD 88     -        44.010  (meters)     144.39   (feet)  ADJUSTED  
 AL7135  ___________________________________________________________________
 AL7135  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AL7135  DYNAMIC HT  -          43.945 (meters)     144.18  (feet)  COMP
 AL7135  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 AL7135
 AL7135  VERT ORDER  -  FIRST     CLASS II
 AL7135
 AL7135.The horizontal coordinates were scaled from a topographic map and have
 AL7135.an estimated accuracy of +/- 6 seconds.
 AL7135
 AL7135.The orthometric height was determined by differential leveling
 AL7135.and adjusted by the National Geodetic Survey in June 1991..
 AL7135
 AL7135.The geoid height was determined by GEOID03.
 AL7135
 AL7135.The dynamic height is computed by dividing the NAVD 88
 AL7135.geopotential number by the normal gravity value computed on the
 AL7135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7135.degrees latitude (g = 980.6199 gals.).
 AL7135
 AL7135.The modeled gravity was interpolated from observed gravity values.
 AL7135
 AL7135;                    North         East    Units  Estimated Accuracy
 AL7135;SPC FL W     -   408,580.      191,260.      MT  (+/- 180 meters Scaled)
 AL7135
 AL7135                          SUPERSEDED SURVEY CONTROL
 AL7135
 AL7135  NGVD 29 (09/01/92)   44.272  (m)          145.25   (f) ADJUSTED    1 2
 AL7135
 AL7135.Superseded values are not recommended for survey control.
 AL7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7135.See file dsdata.txt to determine how the superseded data were derived.
 AL7135
 AL7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM929000(NAD 83)
 AL7135_MARKER: DD = SURVEY DISK
 AL7135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7135_SP_SET: CULVERT
 AL7135_STAMPING: 29 RM 1972 145 FEET
 AL7135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7135
 AL7135  HISTORY     - Date     Condition        Report By
 AL7135  HISTORY     - 1972     MONUMENTED       USGS
 AL7135  HISTORY     - 1978     GOOD             NGS
 AL7135  HISTORY     - 1987     GOOD             USPSQD
 AL7135
 AL7135                          STATION DESCRIPTION
 AL7135
 AL7135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AL7135'2.35 MI EAST FROM PLANT CITY.
 AL7135'2.35 MILES EAST ALONG U.S. ROUTE 92 FROM THE POST OFFICE IN PLANT CITY
 AL7135'TO THE MARK ON THE RIGHT, SET IN THE TOP CENTER OF A CONCRETE CULVERT
 AL7135'UNDER HIGHWAY, 165 FEET WEST OF CENTER OF SON KEEN ROAD, 96.7 FEET
 AL7135'NORTH OF THE NORTH RAIL, 37.5 FEET NORTHWEST OF POWER POLE NUMBER
 AL7135'502-83, 20.8 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 AL7135'THE MARK IS 4 FT  W FROM A WITNESS POST.
 AL7135'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AL7135
 AL7135                          STATION RECOVERY (1987)
 AL7135
 AL7135'RECOVERY NOTE BY US POWER SQUADRON 1987 (HMD)
 AL7135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9280 ***********************************************************************
 AI9280  DESIGNATION -  29 SKS
 AI9280  PID         -  AI9280
 AI9280  STATE/COUNTY-  FL/LAKE
 AI9280  USGS QUAD   -  LAKE WOODRUFF (1993)
 AI9280
 AI9280                         *CURRENT SURVEY CONTROL
 AI9280  ___________________________________________________________________
 AI9280* NAD 83(1986)-  29 00 28.     (N)    081 24 33.     (W)     SCALED    
 AI9280* NAVD 88     -        10.128  (meters)      33.23   (feet)  ADJUSTED  
 AI9280  ___________________________________________________________________
 AI9280  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AI9280  DYNAMIC HT  -          10.114 (meters)      33.18  (feet)  COMP
 AI9280  MODELED GRAV-     979,243.4   (mgal)                       NAVD 88
 AI9280
 AI9280  VERT ORDER  -  SECOND    CLASS I
 AI9280
 AI9280.The horizontal coordinates were scaled from a topographic map and have
 AI9280.an estimated accuracy of +/- 6 seconds.
 AI9280
 AI9280.The orthometric height was determined by differential leveling
 AI9280.and adjusted by the National Geodetic Survey in April 2001..
 AI9280
 AI9280.The geoid height was determined by GEOID03.
 AI9280
 AI9280.The dynamic height is computed by dividing the NAVD 88
 AI9280.geopotential number by the normal gravity value computed on the
 AI9280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9280.degrees latitude (g = 980.6199 gals.).
 AI9280
 AI9280.The modeled gravity was interpolated from observed gravity values.
 AI9280
 AI9280;                    North         East    Units  Estimated Accuracy
 AI9280;SPC FL E     -   517,960.      160,140.      MT  (+/- 180 meters Scaled)
 AI9280
 AI9280                          SUPERSEDED SURVEY CONTROL
 AI9280
 AI9280.No superseded survey control is available for this station.
 AI9280
 AI9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN601089(NAD 83)
 AI9280_MARKER: DB = BENCH MARK DISK
 AI9280_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI9280_STAMPING: 29 SKS 1960
 AI9280_MARK LOGO: USGS  
 AI9280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9280+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1998
 AI9280
 AI9280  HISTORY     - Date     Condition        Report By
 AI9280  HISTORY     - 1960     MONUMENTED       USGS
 AI9280  HISTORY     - 19980423 GOOD             FLDEP
 AI9280
 AI9280                          STATION DESCRIPTION
 AI9280
 AI9280'DESCRIBED BY FL DEPT OF ENV PRO 1998 (LGB)
 AI9280'THE MARK IS ABOUT 23.4 MI (37.7 KM) EAST OF EUSTIS, 6.7 MI (10.8 KM)
 AI9280'WEST OF DELAND, ON THE SOUTH SIDE OF STATE ROAD 42, IN SECTION 38,
 AI9280'TOWNSHIP 17 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 AI9280'INTERSECTION OF STATE ROADS 42 AND 44, ABOUT 0.3 MI (0.5 KM) WEST OF
 AI9280'THE ST JOHNS RIVER (COUNTY LINE), GO WEST ON STATE ROAD 42 FOR 1.6 MI
 AI9280'(2.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A SQUARE
 AI9280'PREFABRICATED CONCRETE POST PROJECTING 0.6 FT (18.3 CM) ABOVE THE
 AI9280'LEVEL OF THE GROUND AND 0.8 FT (24.4 CM) ABOVE THE LEVEL OF STATE ROAD
 AI9280'42. LOCATED 35.5 FT (10.8 M) SOUTHEAST OF THE CENTERLINE OF STATE ROAD
 AI9280'42, 4.0 FT (1.2 M) NORTHEAST OF A POWER POLE NUMBER ED 269 WITH 3 GUY
 AI9280'WIRES ATTACHED, 1.3 FT (0.4 M) NORTHWEST OF A BARBWIRE FENCE AND 1.0
 AI9280'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0157 ***********************************************************************
 AG0157  DESIGNATION -  290 FLHD
 AG0157  PID         -  AG0157
 AG0157  STATE/COUNTY-  FL/PINELLAS
 AG0157  USGS QUAD   -  ST PETERSBURG (1987)
 AG0157
 AG0157                         *CURRENT SURVEY CONTROL
 AG0157  ___________________________________________________________________
 AG0157* NAD 83(1986)-  27 45 43.     (N)    082 40 47.     (W)     SCALED    
 AG0157* NAVD 88     -        11.659  (meters)      38.25   (feet)  ADJUSTED  
 AG0157  ___________________________________________________________________
 AG0157  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AG0157  DYNAMIC HT  -          11.642 (meters)      38.20  (feet)  COMP
 AG0157  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AG0157
 AG0157  VERT ORDER  -  SECOND    CLASS II
 AG0157
 AG0157.The horizontal coordinates were scaled from a topographic map and have
 AG0157.an estimated accuracy of +/- 6 seconds.
 AG0157
 AG0157.The orthometric height was determined by differential leveling
 AG0157.and adjusted by the National Geodetic Survey in June 1991..
 AG0157
 AG0157.The geoid height was determined by GEOID03.
 AG0157
 AG0157.The dynamic height is computed by dividing the NAVD 88
 AG0157.geopotential number by the normal gravity value computed on the
 AG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0157.degrees latitude (g = 980.6199 gals.).
 AG0157
 AG0157.The modeled gravity was interpolated from observed gravity values.
 AG0157
 AG0157;                    North         East    Units  Estimated Accuracy
 AG0157;SPC FL W     -   380,020.      133,000.      MT  (+/- 180 meters Scaled)
 AG0157
 AG0157                          SUPERSEDED SURVEY CONTROL
 AG0157
 AG0157  NGVD 29 (??/??/92)   11.932  (m)           39.15   (f) ADJ UNCH    2 2
 AG0157
 AG0157.Superseded values are not recommended for survey control.
 AG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0157.See file dsdata.txt to determine how the superseded data were derived.
 AG0157
 AG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344719(NAD 83)
 AG0157_MARKER: DD = SURVEY DISK
 AG0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0157_SP_SET: CONCRETE INLET
 AG0157_STAMPING: 290
 AG0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0157+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AG0157
 AG0157  HISTORY     - Date     Condition        Report By
 AG0157  HISTORY     - UNK      MONUMENTED       FLHD
 AG0157  HISTORY     - 1976     GOOD             FLDT
 AG0157  HISTORY     - 19970310 GOOD             USPSQD
 AG0157  HISTORY     - 20041101 GOOD             USPSQD
 AG0157
 AG0157                          STATION DESCRIPTION
 AG0157
 AG0157'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0157'AT ST PETERSBURG.
 AG0157'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0157'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.10 MILE.
 AG0157'STATION ON LEFT, 42.5 EAST OF THE CENTERLINE OF U.S. HWY. 19,
 AG0157'138.5 FT. SOUTH OF THE EXTENDED CENTERLINE OF 8 AVE. SOUTH, 16.0
 AG0157'FT. S.S.W. OF METAL POWER AND LIGHT POLE (NO NUMBER).  SET IN THE
 AG0157'TOP OF A CONCRETE INLET.  SECTION 26, T 31, R 16.
 AG0157
 AG0157                          STATION RECOVERY (1997)
 AG0157
 AG0157'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0157'RECOVERED IN GOOD CONDITION.
 AG0157
 AG0157                          STATION RECOVERY (2004)
 AG0157
 AG0157'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0157'CHANGE TEXT TO READ  ...CENTERLINE OF US HWY 19, APPROX 50 FEET
 AG0157'SOUTH...
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0469 ***********************************************************************
 AS0469  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0469  DESIGNATION -  290841 AA 1
 AS0469  PID         -  AS0469
 AS0469  STATE/COUNTY-  FL/FRANKLIN
 AS0469  USGS QUAD   -  ST TERESA (1992)
 AS0469
 AS0469                         *CURRENT SURVEY CONTROL
 AS0469  ___________________________________________________________________
 AS0469* NAD 83(1986)-  29 54 13.     (N)    084 24 58.     (W)     SCALED    
 AS0469* NAVD 88     -         1.139  (meters)       3.74   (feet)  ADJUSTED  
 AS0469  ___________________________________________________________________
 AS0469  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0469  DYNAMIC HT  -           1.137 (meters)       3.73  (feet)  COMP
 AS0469  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 AS0469
 AS0469  VERT ORDER  -  SECOND    CLASS I
 AS0469
 AS0469.The horizontal coordinates were scaled from a topographic map and have
 AS0469.an estimated accuracy of +/- 6 seconds.
 AS0469
 AS0469.The orthometric height was determined by differential leveling
 AS0469.and adjusted by the National Geodetic Survey in June 1991..
 AS0469
 AS0469.This Tidal Bench Mark is designated as VM 9799
 AS0469.by the Center for Operational Oceanographic Products and Services.
 AS0469
 AS0469.The geoid height was determined by GEOID03.
 AS0469
 AS0469.The dynamic height is computed by dividing the NAVD 88
 AS0469.geopotential number by the normal gravity value computed on the
 AS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0469.degrees latitude (g = 980.6199 gals.).
 AS0469
 AS0469.The modeled gravity was interpolated from observed gravity values.
 AS0469
 AS0469;                    North         East    Units  Estimated Accuracy
 AS0469;SPC FL N     -   100,170.      608,100.      MT  (+/- 180 meters Scaled)
 AS0469
 AS0469                          SUPERSEDED SURVEY CONTROL
 AS0469
 AS0469.No superseded survey control is available for this station.
 AS0469
 AS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU494109(NAD 83)
 AS0469_MARKER: DD = SURVEY DISK
 AS0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0469_SP_SET: COPPER-CLAD STEEL ROD
 AS0469_STAMPING: 290841 AA 1
 AS0469_MARK LOGO: FLDNR 
 AS0469_PROJECTION: FLUSH
 AS0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0469_ROD/PIPE-DEPTH: 7.32 meters
 AS0469
 AS0469  HISTORY     - Date     Condition        Report By
 AS0469  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0469  HISTORY     - 1979     GOOD             FLDNR
 AS0469  HISTORY     - 1986     GOOD             FLDNR
 AS0469  HISTORY     - 19980424 GOOD             USPSQD
 AS0469
 AS0469                          STATION DESCRIPTION
 AS0469
 AS0469'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0469'10.0 MI SOUTH FROM PANACEA.
 AS0469'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 8.6 MILES SOUTH
 AS0469'AND WEST ON CR 370 TO THE MARK. THE MARK BEARS 18.5 FEET NORTH OF
 AS0469'CR 370 CENTERLINE, 5.3 FEET EAST OF POWER POLE NUMBER 043416-113278,
 AS0469'AND 105.5 FEET EAST NORTHEAST OF TELEPHONE CABLE BOX 121.
 AS0469'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0469
 AS0469                          STATION RECOVERY (1986)
 AS0469
 AS0469'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0469'RECOVERED IN GOOD CONDITION.
 AS0469
 AS0469                          STATION RECOVERY (1998)
 AS0469
 AS0469'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0468 ***********************************************************************
 AS0468  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0468  DESIGNATION -  290841 AA 2
 AS0468  PID         -  AS0468
 AS0468  STATE/COUNTY-  FL/FRANKLIN
 AS0468  USGS QUAD   -  ST TERESA (1992)
 AS0468
 AS0468                         *CURRENT SURVEY CONTROL
 AS0468  ___________________________________________________________________
 AS0468* NAD 83(1986)-  29 54 13.     (N)    084 24 56.     (W)     SCALED    
 AS0468* NAVD 88     -         1.470  (meters)       4.82   (feet)  ADJUSTED  
 AS0468  ___________________________________________________________________
 AS0468  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0468  DYNAMIC HT  -           1.468 (meters)       4.82  (feet)  COMP
 AS0468  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 AS0468
 AS0468  VERT ORDER  -  SECOND    CLASS I
 AS0468
 AS0468.The horizontal coordinates were scaled from a topographic map and have
 AS0468.an estimated accuracy of +/- 6 seconds.
 AS0468
 AS0468.The orthometric height was determined by differential leveling
 AS0468.and adjusted by the National Geodetic Survey in June 1991..
 AS0468
 AS0468.This Tidal Bench Mark is designated as VM 9800
 AS0468.by the Center for Operational Oceanographic Products and Services.
 AS0468
 AS0468.The geoid height was determined by GEOID03.
 AS0468
 AS0468.The dynamic height is computed by dividing the NAVD 88
 AS0468.geopotential number by the normal gravity value computed on the
 AS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0468.degrees latitude (g = 980.6199 gals.).
 AS0468
 AS0468.The modeled gravity was interpolated from observed gravity values.
 AS0468
 AS0468;                    North         East    Units  Estimated Accuracy
 AS0468;SPC FL N     -   100,170.      608,160.      MT  (+/- 180 meters Scaled)
 AS0468
 AS0468                          SUPERSEDED SURVEY CONTROL
 AS0468
 AS0468.No superseded survey control is available for this station.
 AS0468
 AS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU495109(NAD 83)
 AS0468_MARKER: DD = SURVEY DISK
 AS0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0468_SP_SET: COPPER-CLAD STEEL ROD
 AS0468_STAMPING: 290841 AA 2 1975
 AS0468_MARK LOGO: FLDNR 
 AS0468_PROJECTION: PROJECTING 13 CENTIMETERS
 AS0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0468_ROD/PIPE-DEPTH: 14.6 meters
 AS0468
 AS0468  HISTORY     - Date     Condition        Report By
 AS0468  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0468  HISTORY     - 1979     GOOD             FLDNR
 AS0468  HISTORY     - 1986     GOOD             FLDNR
 AS0468  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 AS0468
 AS0468                          STATION DESCRIPTION
 AS0468
 AS0468'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0468'10.0 MI SOUTH FROM PANACEA.
 AS0468'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 8.5 MILES SOUTH
 AS0468'AND WEST ON CR 370 TO THE MARK, WHICH BEARS 21.7 FEET NORTH OF CR 370
 AS0468'CENTERLINE, 18.8 FEET EAST NORTHEAST OF POWER POLE NUMBER
 AS0468'043490-113290, AND 2 FEET SOUTH OF A WOOD FENCE.
 AS0468'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0468
 AS0468                          STATION RECOVERY (1986)
 AS0468
 AS0468'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0468'RECOVERED IN GOOD CONDITION.
 AS0468
 AS0468                          STATION RECOVERY (1998)
 AS0468
 AS0468'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0470 ***********************************************************************
 AS0470  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0470  DESIGNATION -  290841 AA 4
 AS0470  PID         -  AS0470
 AS0470  STATE/COUNTY-  FL/FRANKLIN
 AS0470  USGS QUAD   -  ST TERESA (1992)
 AS0470
 AS0470                         *CURRENT SURVEY CONTROL
 AS0470  ___________________________________________________________________
 AS0470* NAD 83(1986)-  29 54 17.     (N)    084 24 59.     (W)     SCALED    
 AS0470* NAVD 88     -         1.110  (meters)       3.64   (feet)  ADJUSTED  
 AS0470  ___________________________________________________________________
 AS0470  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0470  DYNAMIC HT  -           1.108 (meters)       3.64  (feet)  COMP
 AS0470  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 AS0470
 AS0470  VERT ORDER  -  SECOND    CLASS I
 AS0470
 AS0470.The horizontal coordinates were scaled from a topographic map and have
 AS0470.an estimated accuracy of +/- 6 seconds.
 AS0470
 AS0470.The orthometric height was determined by differential leveling
 AS0470.and adjusted by the National Geodetic Survey in September 1996..
 AS0470
 AS0470.This Tidal Bench Mark is designated as VM 9801
 AS0470.by the Center for Operational Oceanographic Products and Services.
 AS0470
 AS0470.The geoid height was determined by GEOID03.
 AS0470
 AS0470.The dynamic height is computed by dividing the NAVD 88
 AS0470.geopotential number by the normal gravity value computed on the
 AS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0470.degrees latitude (g = 980.6199 gals.).
 AS0470
 AS0470.The modeled gravity was interpolated from observed gravity values.
 AS0470
 AS0470;                    North         East    Units  Estimated Accuracy
 AS0470;SPC FL N     -   100,290.      608,080.      MT  (+/- 180 meters Scaled)
 AS0470
 AS0470                          SUPERSEDED SURVEY CONTROL
 AS0470
 AS0470  NAVD 88 (06/15/91)    1.114  (m)            3.65   (f) UNKNOWN     2 1
 AS0470
 AS0470.Superseded values are not recommended for survey control.
 AS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0470.See file dsdata.txt to determine how the superseded data were derived.
 AS0470
 AS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU494110(NAD 83)
 AS0470_MARKER: DD = SURVEY DISK
 AS0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0470_SP_SET: CONCRETE SEAWALL
 AS0470_STAMPING: 290841 AA 4 1975
 AS0470_MARK LOGO: FLDNR 
 AS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0470+STABILITY: SURFACE MOTION
 AS0470
 AS0470  HISTORY     - Date     Condition        Report By
 AS0470  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0470  HISTORY     - 1979     GOOD             FLDNR
 AS0470  HISTORY     - 1986     GOOD             FLDNR
 AS0470  HISTORY     - 19980424 GOOD             USPSQD
 AS0470
 AS0470                          STATION DESCRIPTION
 AS0470
 AS0470'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0470'10.0 MI SOUTH FROM PANACEA.
 AS0470'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 8.5 MILES SOUTH
 AS0470'AND WEST ALONG CR 370 TO FENN MARINA, THEN NORTH ALONG WEST SIDE OF
 AS0470'MARINA TO THE TACKLE SHOP. THE MARK BEARS 1.15 FEET SOUTHWEST OF THE
 AS0470'NORTHEAST CORNER OF THE SEAWALL, 4.6 FEET NORTHEAST OF A 10 INCH
 AS0470'DIAMETER PALM TREE, AND 81 FEET NORTHWEST OF A LIGHT POLE.
 AS0470
 AS0470                          STATION RECOVERY (1986)
 AS0470
 AS0470'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0470'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK WAS
 AS0470'ORIGINALLY STAMPED 290841 AA 1975.
 AS0470
 AS0470                          STATION RECOVERY (1998)
 AS0470
 AS0470'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0471 ***********************************************************************
 AS0471  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0471  DESIGNATION -  290841 AA 5
 AS0471  PID         -  AS0471
 AS0471  STATE/COUNTY-  FL/FRANKLIN
 AS0471  USGS QUAD   -  ST TERESA (1992)
 AS0471
 AS0471                         *CURRENT SURVEY CONTROL
 AS0471  ___________________________________________________________________
 AS0471* NAD 83(1986)-  29 54 16.     (N)    084 24 59.     (W)     SCALED    
 AS0471* NAVD 88     -         1.158  (meters)       3.80   (feet)  ADJUSTED  
 AS0471  ___________________________________________________________________
 AS0471  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0471  DYNAMIC HT  -           1.156 (meters)       3.79  (feet)  COMP
 AS0471  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 AS0471
 AS0471  VERT ORDER  -  SECOND    CLASS I
 AS0471
 AS0471.The horizontal coordinates were scaled from a topographic map and have
 AS0471.an estimated accuracy of +/- 6 seconds.
 AS0471
 AS0471.The orthometric height was determined by differential leveling
 AS0471.and adjusted by the National Geodetic Survey in June 1991..
 AS0471
 AS0471.This Tidal Bench Mark is designated as VM 9802
 AS0471.by the Center for Operational Oceanographic Products and Services.
 AS0471
 AS0471.The geoid height was determined by GEOID03.
 AS0471
 AS0471.The dynamic height is computed by dividing the NAVD 88
 AS0471.geopotential number by the normal gravity value computed on the
 AS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0471.degrees latitude (g = 980.6199 gals.).
 AS0471
 AS0471.The modeled gravity was interpolated from observed gravity values.
 AS0471
 AS0471;                    North         East    Units  Estimated Accuracy
 AS0471;SPC FL N     -   100,260.      608,080.      MT  (+/- 180 meters Scaled)
 AS0471
 AS0471                          SUPERSEDED SURVEY CONTROL
 AS0471
 AS0471.No superseded survey control is available for this station.
 AS0471
 AS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU494110(NAD 83)
 AS0471_MARKER: DD = SURVEY DISK
 AS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0471_SP_SET: CONCRETE POST
 AS0471_STAMPING: 290841 AA 5 1975
 AS0471_MARK LOGO: FLDNR 
 AS0471_PROJECTION: FLUSH
 AS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0471+STABILITY: SURFACE MOTION
 AS0471
 AS0471  HISTORY     - Date     Condition        Report By
 AS0471  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0471  HISTORY     - 1979     GOOD             FLDNR
 AS0471  HISTORY     - 1986     GOOD             FLDNR
 AS0471  HISTORY     - 19980424 GOOD             USPSQD
 AS0471
 AS0471                          STATION DESCRIPTION
 AS0471
 AS0471'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0471'10.0 MI SOUTH FROM PANACEA.
 AS0471'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED SOUTH AND WEST
 AS0471'8.5 MILES ON CR 370 TO FENN MARINA, THEN NORTH ALONG THE WEST SIDE OF
 AS0471'THE MARINA TO THE TACKLE SHOP. THE MARK BEARS 28 FEET SOUTHWEST OF THE
 AS0471'SOUTHWEST CORNER OF TACKLE SHOP, 4.1 FEET WEST OF A GAS PUMP, AND 1.3
 AS0471'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL.
 AS0471
 AS0471                          STATION RECOVERY (1986)
 AS0471
 AS0471'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0471'RECOVERED IN GOOD CONDITION.
 AS0471
 AS0471                          STATION RECOVERY (1998)
 AS0471
 AS0471'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0504 ***********************************************************************
 AS0504  DESIGNATION -  290841 AB 1 FLDNR
 AS0504  PID         -  AS0504
 AS0504  STATE/COUNTY-  FL/WAKULLA
 AS0504  USGS QUAD   -  ST TERESA (1992)
 AS0504
 AS0504                         *CURRENT SURVEY CONTROL
 AS0504  ___________________________________________________________________
 AS0504* NAD 83(1986)-  29 59 27.     (N)    084 25 52.     (W)     SCALED    
 AS0504* NAVD 88     -         2.663  (meters)       8.74   (feet)  ADJUSTED  
 AS0504  ___________________________________________________________________
 AS0504  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AS0504  DYNAMIC HT  -           2.660 (meters)       8.73  (feet)  COMP
 AS0504  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 AS0504
 AS0504  VERT ORDER  -  SECOND    CLASS I
 AS0504
 AS0504.The horizontal coordinates were scaled from a topographic map and have
 AS0504.an estimated accuracy of +/- 6 seconds.
 AS0504
 AS0504.The orthometric height was determined by differential leveling
 AS0504.and adjusted by the National Geodetic Survey in June 1991..
 AS0504
 AS0504.The geoid height was determined by GEOID03.
 AS0504
 AS0504.The dynamic height is computed by dividing the NAVD 88
 AS0504.geopotential number by the normal gravity value computed on the
 AS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0504.degrees latitude (g = 980.6199 gals.).
 AS0504
 AS0504.The modeled gravity was interpolated from observed gravity values.
 AS0504
 AS0504;                    North         East    Units  Estimated Accuracy
 AS0504;SPC FL N     -   109,830.      606,650.      MT  (+/- 180 meters Scaled)
 AS0504
 AS0504                          SUPERSEDED SURVEY CONTROL
 AS0504
 AS0504.No superseded survey control is available for this station.
 AS0504
 AS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478205(NAD 83)
 AS0504_MARKER: DJ = TIDAL STATION DISK
 AS0504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0504_SP_SET: COPPER-CLAD STEEL ROD
 AS0504_STAMPING: 290841-AB-1 1975
 AS0504_MARK LOGO: FLDNR 
 AS0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0504
 AS0504  HISTORY     - Date     Condition        Report By
 AS0504  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0504  HISTORY     - 1983     GOOD             FLDNR
 AS0504  HISTORY     - 19981021 GOOD             USPSQD
 AS0504
 AS0504                          STATION DESCRIPTION
 AS0504
 AS0504'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0504'7 MI SOUTH FROM PANACEA.
 AS0504'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0504'HIGHWAY 98 TO COUNTY ROAD C 372, GO 2.9 MILES WEST ON C 372 TO THE
 AS0504'BROTHERS THREE RESTAURANT AND THE MARK.  THE MARK BEARS 86 FEET
 AS0504'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BROTHERS THREE
 AS0504'RESTAURANT, 16.5 FEET SOUTHEAST OF A LIGHT POLE, 21 FEET SOUTH OF THE
 AS0504'SOUTH EDGE OF THE PARKING LOT, 74 FEET WEST OF THE CENTERLINE OF A
 AS0504'PRIVATE DRIVE, AND 1.2 FEET NORTH OF A WITNESS POST.  SET ON A
 AS0504'COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AS0504
 AS0504                          STATION RECOVERY (1998)
 AS0504
 AS0504'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0505 ***********************************************************************
 AS0505  DESIGNATION -  290841 AB 3 FLDNR
 AS0505  PID         -  AS0505
 AS0505  STATE/COUNTY-  FL/WAKULLA
 AS0505  USGS QUAD   -  ST TERESA (1992)
 AS0505
 AS0505                         *CURRENT SURVEY CONTROL
 AS0505  ___________________________________________________________________
 AS0505* NAD 83(1986)-  29 59 27.     (N)    084 25 50.     (W)     SCALED    
 AS0505* NAVD 88     -         1.173  (meters)       3.85   (feet)  ADJUSTED  
 AS0505  ___________________________________________________________________
 AS0505  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AS0505  DYNAMIC HT  -           1.172 (meters)       3.85  (feet)  COMP
 AS0505  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 AS0505
 AS0505  VERT ORDER  -  SECOND    CLASS I
 AS0505
 AS0505.The horizontal coordinates were scaled from a topographic map and have
 AS0505.an estimated accuracy of +/- 6 seconds.
 AS0505
 AS0505.The orthometric height was determined by differential leveling
 AS0505.and adjusted by the National Geodetic Survey in June 1991..
 AS0505
 AS0505.The geoid height was determined by GEOID03.
 AS0505
 AS0505.The dynamic height is computed by dividing the NAVD 88
 AS0505.geopotential number by the normal gravity value computed on the
 AS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0505.degrees latitude (g = 980.6199 gals.).
 AS0505
 AS0505.The modeled gravity was interpolated from observed gravity values.
 AS0505
 AS0505;                    North         East    Units  Estimated Accuracy
 AS0505;SPC FL N     -   109,830.      606,700.      MT  (+/- 180 meters Scaled)
 AS0505
 AS0505                          SUPERSEDED SURVEY CONTROL
 AS0505
 AS0505.No superseded survey control is available for this station.
 AS0505
 AS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478205(NAD 83)
 AS0505_MARKER: DJ = TIDAL STATION DISK
 AS0505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0505_SP_SET: COPPER-CLAD STEEL ROD
 AS0505_STAMPING: 290841-AB-3 1975
 AS0505_MARK LOGO: FLDNR 
 AS0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0505
 AS0505  HISTORY     - Date     Condition        Report By
 AS0505  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0505  HISTORY     - 1983     GOOD             FLDNR
 AS0505  HISTORY     - 19981021 GOOD             USPSQD
 AS0505
 AS0505                          STATION DESCRIPTION
 AS0505
 AS0505'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0505'7 MI SOUTH FROM PANACEA.
 AS0505'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0505'HIGHWAY 98 TO COUNTY ROAD C 372, THENCE GO 2.9 MILES WEST ON C 372 TO
 AS0505'THE BROTHERS THREE RESTAURANT AND THE MARK.  THE MARK BEARS 37.5 FEET
 AS0505'NORTHWEST OF THE NORTHWEST CORNER OF THE BROTHERS THREE RESTAURANT,
 AS0505'4.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BOAT RAMP, 40
 AS0505'FEET SOUTH-SOUTHWEST OF THE END OF A CHAIN-LINK FENCE, AND 23 FEET
 AS0505'SOUTH-SOUTHWEST OF A 20-INCH DIAMETER PINE TREE.  SET ON A COPPER-CLAD
 AS0505'STEEL ROD FLUSH WITH THE GROUND.
 AS0505
 AS0505                          STATION RECOVERY (1998)
 AS0505
 AS0505'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0506 ***********************************************************************
 AS0506  DESIGNATION -  290841 AB 4 FLDNR
 AS0506  PID         -  AS0506
 AS0506  STATE/COUNTY-  FL/WAKULLA
 AS0506  USGS QUAD   -  ST TERESA (1992)
 AS0506
 AS0506                         *CURRENT SURVEY CONTROL
 AS0506  ___________________________________________________________________
 AS0506* NAD 83(1986)-  29 59 59.     (N)    084 25 52.     (W)     SCALED    
 AS0506* NAVD 88     -         1.957  (meters)       6.42   (feet)  ADJUSTED  
 AS0506  ___________________________________________________________________
 AS0506  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AS0506  DYNAMIC HT  -           1.954 (meters)       6.41  (feet)  COMP
 AS0506  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 AS0506
 AS0506  VERT ORDER  -  SECOND    CLASS I
 AS0506
 AS0506.The horizontal coordinates were scaled from a topographic map and have
 AS0506.an estimated accuracy of +/- 6 seconds.
 AS0506
 AS0506.The orthometric height was determined by differential leveling
 AS0506.and adjusted by the National Geodetic Survey in June 1991..
 AS0506
 AS0506.The geoid height was determined by GEOID03.
 AS0506
 AS0506.The dynamic height is computed by dividing the NAVD 88
 AS0506.geopotential number by the normal gravity value computed on the
 AS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0506.degrees latitude (g = 980.6199 gals.).
 AS0506
 AS0506.The modeled gravity was interpolated from observed gravity values.
 AS0506
 AS0506;                    North         East    Units  Estimated Accuracy
 AS0506;SPC FL N     -   110,820.      606,650.      MT  (+/- 180 meters Scaled)
 AS0506
 AS0506                          SUPERSEDED SURVEY CONTROL
 AS0506
 AS0506.No superseded survey control is available for this station.
 AS0506
 AS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478215(NAD 83)
 AS0506_MARKER: DJ = TIDAL STATION DISK
 AS0506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0506_SP_SET: CULVERT HEADWALL
 AS0506_STAMPING: 290841-AB-4 1975
 AS0506_MARK LOGO: FLDNR 
 AS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0506+STABILITY: SURFACE MOTION
 AS0506
 AS0506  HISTORY     - Date     Condition        Report By
 AS0506  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0506  HISTORY     - 1983     GOOD             FLDNR
 AS0506  HISTORY     - 19981021 GOOD             USPSQD
 AS0506
 AS0506                          STATION DESCRIPTION
 AS0506
 AS0506'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0506'7.5 MI SOUTH FROM PANACEA.
 AS0506'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0506'HIGHWAY 98 TO COUNTY ROAD C 372, THENCE GO 3.4 MILES WEST ON C 372 TO
 AS0506'THE MARK.  THE MARK BEARS 16 FEET SOUTHEAST OF THE CENTERLINE OF C 372
 AS0506'AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 AS0506'THE MARK IS 1 FT BELOW PAVEMENT.
 AS0506
 AS0506                          STATION RECOVERY (1998)
 AS0506
 AS0506'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0507 ***********************************************************************
 AS0507  DESIGNATION -  290841 AB 5 FLDNR
 AS0507  PID         -  AS0507
 AS0507  STATE/COUNTY-  FL/WAKULLA
 AS0507  USGS QUAD   -  ST TERESA (1992)
 AS0507
 AS0507                         *CURRENT SURVEY CONTROL
 AS0507  ___________________________________________________________________
 AS0507* NAD 83(1986)-  29 59 59.     (N)    084 25 52.     (W)     SCALED    
 AS0507* NAVD 88     -         1.875  (meters)       6.15   (feet)  ADJUSTED  
 AS0507  ___________________________________________________________________
 AS0507  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AS0507  DYNAMIC HT  -           1.872 (meters)       6.14  (feet)  COMP
 AS0507  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 AS0507
 AS0507  VERT ORDER  -  SECOND    CLASS I
 AS0507
 AS0507.The horizontal coordinates were scaled from a topographic map and have
 AS0507.an estimated accuracy of +/- 6 seconds.
 AS0507
 AS0507.The orthometric height was determined by differential leveling
 AS0507.and adjusted by the National Geodetic Survey in June 1991..
 AS0507
 AS0507.The geoid height was determined by GEOID03.
 AS0507
 AS0507.The dynamic height is computed by dividing the NAVD 88
 AS0507.geopotential number by the normal gravity value computed on the
 AS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0507.degrees latitude (g = 980.6199 gals.).
 AS0507
 AS0507.The modeled gravity was interpolated from observed gravity values.
 AS0507
 AS0507;                    North         East    Units  Estimated Accuracy
 AS0507;SPC FL N     -   110,820.      606,650.      MT  (+/- 180 meters Scaled)
 AS0507
 AS0507                          SUPERSEDED SURVEY CONTROL
 AS0507
 AS0507.No superseded survey control is available for this station.
 AS0507
 AS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478215(NAD 83)
 AS0507_MARKER: DJ = TIDAL STATION DISK
 AS0507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0507_SP_SET: CULVERT HEADWALL
 AS0507_STAMPING: 290841-AB-5 1975
 AS0507_MARK LOGO: FLDNR 
 AS0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0507+STABILITY: SURFACE MOTION
 AS0507
 AS0507  HISTORY     - Date     Condition        Report By
 AS0507  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0507  HISTORY     - 1983     GOOD             FLDNR
 AS0507  HISTORY     - 19981021 GOOD             USPSQD
 AS0507
 AS0507                          STATION DESCRIPTION
 AS0507
 AS0507'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0507'7.5 MI SOUTH FROM PANACEA.
 AS0507'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0507'HIGHWAY 98 TO COUNTY ROAD C 372, THENCE GO 3.4 MILES WEST ON C 372 TO
 AS0507'THE MARK.  THE MARK BEARS 17.8 FEET NORTHWEST OF THE CENTERLINE OF C
 AS0507'372 AND 0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 AS0507
 AS0507                          STATION RECOVERY (1998)
 AS0507
 AS0507'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0482 ***********************************************************************
 AS0482  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0482  DESIGNATION -  290841 AC 1 FLDNR
 AS0482  PID         -  AS0482
 AS0482  STATE/COUNTY-  FL/WAKULLA
 AS0482  USGS QUAD   -  ST TERESA (1992)
 AS0482
 AS0482                         *CURRENT SURVEY CONTROL
 AS0482  ___________________________________________________________________
 AS0482* NAD 83(1986)-  29 58 43.     (N)    084 22 40.     (W)     SCALED    
 AS0482* NAVD 88     -         1.687  (meters)       5.53   (feet)  ADJUSTED  
 AS0482  ___________________________________________________________________
 AS0482  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AS0482  DYNAMIC HT  -           1.684 (meters)       5.52  (feet)  COMP
 AS0482  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 AS0482
 AS0482  VERT ORDER  -  SECOND    CLASS I
 AS0482
 AS0482.The horizontal coordinates were scaled from a topographic map and have
 AS0482.an estimated accuracy of +/- 6 seconds.
 AS0482
 AS0482.The orthometric height was determined by differential leveling
 AS0482.and adjusted by the National Geodetic Survey in June 1991..
 AS0482
 AS0482.This Tidal Bench Mark is designated as VM 9790
 AS0482.by the Center for Operational Oceanographic Products and Services.
 AS0482
 AS0482.The geoid height was determined by GEOID03.
 AS0482
 AS0482.The dynamic height is computed by dividing the NAVD 88
 AS0482.geopotential number by the normal gravity value computed on the
 AS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0482.degrees latitude (g = 980.6199 gals.).
 AS0482
 AS0482.The modeled gravity was interpolated from observed gravity values.
 AS0482
 AS0482;                    North         East    Units  Estimated Accuracy
 AS0482;SPC FL N     -   108,480.      611,800.      MT  (+/- 180 meters Scaled)
 AS0482
 AS0482                          SUPERSEDED SURVEY CONTROL
 AS0482
 AS0482.No superseded survey control is available for this station.
 AS0482
 AS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU530193(NAD 83)
 AS0482_MARKER: DJ = TIDAL STATION DISK
 AS0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0482_SP_SET: COPPER-CLAD STEEL ROD
 AS0482_STAMPING: 290841 AC1 1975
 AS0482_PROJECTION: FLUSH
 AS0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0482_ROD/PIPE-DEPTH: 14.6 meters
 AS0482
 AS0482  HISTORY     - Date     Condition        Report By
 AS0482  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0482  HISTORY     - 1978     GOOD             FLDNR
 AS0482
 AS0482                          STATION DESCRIPTION
 AS0482
 AS0482'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0482'4.2 MI SOUTH FROM PANACEA.
 AS0482'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0482'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0482'ROAD C-372, PROCEED EAST 0.35 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0482'BEARS 24.7 FEET SOUTHWEST OF C-372 CENTERLINE, 83.0 FEET NORTHWEST
 AS0482'OF A DIRT ROAD CENTERLINE, AND 16.3 FEET NORTH NORTHEAST OF POWERPOLE
 AS0482'NUMBER 59V2190R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0481 ***********************************************************************
 AS0481  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0481  DESIGNATION -  290841 AC 2 FLDNR
 AS0481  PID         -  AS0481
 AS0481  STATE/COUNTY-  FL/WAKULLA
 AS0481  USGS QUAD   -  ST TERESA (1992)
 AS0481
 AS0481                         *CURRENT SURVEY CONTROL
 AS0481  ___________________________________________________________________
 AS0481* NAD 83(1986)-  29 58 43.     (N)    084 22 44.     (W)     SCALED    
 AS0481* NAVD 88     -         1.506  (meters)       4.94   (feet)  ADJUSTED  
 AS0481  ___________________________________________________________________
 AS0481  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AS0481  DYNAMIC HT  -           1.504 (meters)       4.93  (feet)  COMP
 AS0481  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 AS0481
 AS0481  VERT ORDER  -  SECOND    CLASS I
 AS0481
 AS0481.The horizontal coordinates were scaled from a topographic map and have
 AS0481.an estimated accuracy of +/- 6 seconds.
 AS0481
 AS0481.The orthometric height was determined by differential leveling
 AS0481.and adjusted by the National Geodetic Survey in June 1991..
 AS0481
 AS0481.This Tidal Bench Mark is designated as VM 9791
 AS0481.by the Center for Operational Oceanographic Products and Services.
 AS0481
 AS0481.The geoid height was determined by GEOID03.
 AS0481
 AS0481.The dynamic height is computed by dividing the NAVD 88
 AS0481.geopotential number by the normal gravity value computed on the
 AS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0481.degrees latitude (g = 980.6199 gals.).
 AS0481
 AS0481.The modeled gravity was interpolated from observed gravity values.
 AS0481
 AS0481;                    North         East    Units  Estimated Accuracy
 AS0481;SPC FL N     -   108,480.      611,690.      MT  (+/- 180 meters Scaled)
 AS0481
 AS0481                          SUPERSEDED SURVEY CONTROL
 AS0481
 AS0481.No superseded survey control is available for this station.
 AS0481
 AS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU528193(NAD 83)
 AS0481_MARKER: DJ = TIDAL STATION DISK
 AS0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0481_SP_SET: COPPER-CLAD STEEL ROD
 AS0481_STAMPING: 290841 AC2 1975
 AS0481_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0481_ROD/PIPE-DEPTH: 14.6 meters
 AS0481
 AS0481  HISTORY     - Date     Condition        Report By
 AS0481  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0481  HISTORY     - 1978     GOOD             FLDNR
 AS0481
 AS0481                          STATION DESCRIPTION
 AS0481
 AS0481'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0481'4.2 MI SOUTH FROM PANACEA.
 AS0481'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0481'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0481'ROAD C-372, PROCEED EAST 0.3 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0481'BEARS 28.2 FEET SOUTHWEST OF C-372 CENTERLINE, 9.7 FEET EAST
 AS0481'SOUTHEAST OF POWERPOLE NUMBER 59V-980, 24.0 FEET SOUTHEAST OF A
 AS0481'PRIVATE DRIVE CENTERLINE LEADING SOUTH, AND 86.8 FEET SOUTH OF THE
 AS0481'EASTERN GATE POST TO A PRIVATE DRIVE LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0480 ***********************************************************************
 AS0480  DESIGNATION -  290841 AC 3 FLDNR
 AS0480  PID         -  AS0480
 AS0480  STATE/COUNTY-  FL/WAKULLA
 AS0480  USGS QUAD   -  ST TERESA (1992)
 AS0480
 AS0480                         *CURRENT SURVEY CONTROL
 AS0480  ___________________________________________________________________
 AS0480* NAD 83(1986)-  29 58 43.     (N)    084 22 47.     (W)     SCALED    
 AS0480* NAVD 88     -         1.404  (meters)       4.61   (feet)  ADJUSTED  
 AS0480  ___________________________________________________________________
 AS0480  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AS0480  DYNAMIC HT  -           1.402 (meters)       4.60  (feet)  COMP
 AS0480  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 AS0480
 AS0480  VERT ORDER  -  SECOND    CLASS I
 AS0480
 AS0480.The horizontal coordinates were scaled from a topographic map and have
 AS0480.an estimated accuracy of +/- 6 seconds.
 AS0480
 AS0480.The orthometric height was determined by differential leveling
 AS0480.and adjusted by the National Geodetic Survey in June 1991..
 AS0480
 AS0480.The geoid height was determined by GEOID03.
 AS0480
 AS0480.The dynamic height is computed by dividing the NAVD 88
 AS0480.geopotential number by the normal gravity value computed on the
 AS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0480.degrees latitude (g = 980.6199 gals.).
 AS0480
 AS0480.The modeled gravity was interpolated from observed gravity values.
 AS0480
 AS0480;                    North         East    Units  Estimated Accuracy
 AS0480;SPC FL N     -   108,480.      611,610.      MT  (+/- 180 meters Scaled)
 AS0480
 AS0480                          SUPERSEDED SURVEY CONTROL
 AS0480
 AS0480.No superseded survey control is available for this station.
 AS0480
 AS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU528193(NAD 83)
 AS0480_MARKER: DJ = TIDAL STATION DISK
 AS0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0480_SP_SET: COPPER-CLAD STEEL ROD
 AS0480_STAMPING: 290841 AC3 1975
 AS0480_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0480_ROD/PIPE-DEPTH: 14.6 meters
 AS0480
 AS0480  HISTORY     - Date     Condition        Report By
 AS0480  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0480  HISTORY     - 1978     GOOD             FLDNR
 AS0480
 AS0480                          STATION DESCRIPTION
 AS0480
 AS0480'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0480'4.2 MI SOUTH FROM PANACEA.
 AS0480'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0480'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0480'ROAD C-372, PROCEED EAST 0.25 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0480'BEARS 30.0 FEET SOUTH OF C-372 CENTERLINE, 15.4 FEET EAST NORTHEAST
 AS0480'OF A CONCRETE TELEPHONE CABLE MARKER (NO. 24E), 95.5 FEET EAST OF
 AS0480'POWERPOLE NUMBER 59V-977, AND 58.6 FEET EAST NORTHEAST OF A 24 INCH
 AS0480'DIAMETER PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0478 ***********************************************************************
 AS0478  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0478  DESIGNATION -  290841 AC 4 FLDNR
 AS0478  PID         -  AS0478
 AS0478  STATE/COUNTY-  FL/WAKULLA
 AS0478  USGS QUAD   -  ST TERESA (1992)
 AS0478
 AS0478                         *CURRENT SURVEY CONTROL
 AS0478  ___________________________________________________________________
 AS0478* NAD 83(1986)-  29 58 45.     (N)    084 22 49.     (W)     SCALED    
 AS0478* NAVD 88     -         1.559  (meters)       5.11   (feet)  ADJUSTED  
 AS0478  ___________________________________________________________________
 AS0478  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AS0478  DYNAMIC HT  -           1.557 (meters)       5.11  (feet)  COMP
 AS0478  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 AS0478
 AS0478  VERT ORDER  -  SECOND    CLASS I
 AS0478
 AS0478.The horizontal coordinates were scaled from a topographic map and have
 AS0478.an estimated accuracy of +/- 6 seconds.
 AS0478
 AS0478.The orthometric height was determined by differential leveling
 AS0478.and adjusted by the National Geodetic Survey in June 1991..
 AS0478
 AS0478.This Tidal Bench Mark is designated as VM 9792
 AS0478.by the Center for Operational Oceanographic Products and Services.
 AS0478
 AS0478.The geoid height was determined by GEOID03.
 AS0478
 AS0478.The dynamic height is computed by dividing the NAVD 88
 AS0478.geopotential number by the normal gravity value computed on the
 AS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0478.degrees latitude (g = 980.6199 gals.).
 AS0478
 AS0478.The modeled gravity was interpolated from observed gravity values.
 AS0478
 AS0478;                    North         East    Units  Estimated Accuracy
 AS0478;SPC FL N     -   108,540.      611,550.      MT  (+/- 180 meters Scaled)
 AS0478
 AS0478                          SUPERSEDED SURVEY CONTROL
 AS0478
 AS0478.No superseded survey control is available for this station.
 AS0478
 AS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU527193(NAD 83)
 AS0478_MARKER: DJ = TIDAL STATION DISK
 AS0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0478_SP_SET: CONCRETE SEAWALL
 AS0478_STAMPING: 290841 AC4 1975
 AS0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0478
 AS0478  HISTORY     - Date     Condition        Report By
 AS0478  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0478  HISTORY     - 1978     GOOD             FLDNR
 AS0478  HISTORY     - 1978     GOOD             FLDNR
 AS0478
 AS0478                          STATION DESCRIPTION
 AS0478
 AS0478'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0478'4.2 MI SOUTH FROM PANACEA.
 AS0478'BEGIN AT THE NORTH END OF THE US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE
 AS0478'BAY, PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH
 AS0478'COUNTY ROAD C-372, PROCEED EAST 0.2 MILE ALONG C-372 TO THE MARK.
 AS0478'THE MARK BEARS 26.0 FEET NORTH OF C-372 CENTERLINE, 12.2 FEET NORTH
 AS0478'NORTHEAST OF NORTHEAST MOST PILING UNDER BRIDGE, 16.8 FEET WEST
 AS0478'NORTHWEST OF NORTHEAST BRIDGE ABUTMENT, AND 1.5 FEET EAST OF A SEAWALL
 AS0478'EDGE.
 AS0478
 AS0478                          STATION RECOVERY (1978)
 AS0478
 AS0478'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AS0478'BEGIN AT THE NORTH END OF THE US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE
 AS0478'BAY, PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH
 AS0478'COUNTY ROAD C-372, PROCEED EAST 0.2 MILE ALONG C-372 TO THE MARK.
 AS0478'THE MARK BEARS 26.0 FEET NORTH OF C-372 CENTERLINE, 12.2 FEET NORTH
 AS0478'NORTHEAST OF NORTHEAST MOST PILING UNDER BRIDGE, 16.8 FEET WEST
 AS0478'NORTHWEST OF NORTHEAST BRIDGE ABUTMENT, AND 1.5 FEET EAST OF A SEAWALL
 AS0478'EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0479 ***********************************************************************
 AS0479  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0479  DESIGNATION -  290841 AC 5 FLDNR
 AS0479  PID         -  AS0479
 AS0479  STATE/COUNTY-  FL/WAKULLA
 AS0479  USGS QUAD   -  ST TERESA (1992)
 AS0479
 AS0479                         *CURRENT SURVEY CONTROL
 AS0479  ___________________________________________________________________
 AS0479* NAD 83(1986)-  29 58 43.     (N)    084 22 50.     (W)     SCALED    
 AS0479* NAVD 88     -         1.560  (meters)       5.12   (feet)  ADJUSTED  
 AS0479  ___________________________________________________________________
 AS0479  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AS0479  DYNAMIC HT  -           1.558 (meters)       5.11  (feet)  COMP
 AS0479  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 AS0479
 AS0479  VERT ORDER  -  SECOND    CLASS I
 AS0479
 AS0479.The horizontal coordinates were scaled from a topographic map and have
 AS0479.an estimated accuracy of +/- 6 seconds.
 AS0479
 AS0479.The orthometric height was determined by differential leveling
 AS0479.and adjusted by the National Geodetic Survey in June 1991..
 AS0479
 AS0479.This Tidal Bench Mark is designated as VM 9793
 AS0479.by the Center for Operational Oceanographic Products and Services.
 AS0479
 AS0479.The geoid height was determined by GEOID03.
 AS0479
 AS0479.The dynamic height is computed by dividing the NAVD 88
 AS0479.geopotential number by the normal gravity value computed on the
 AS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0479.degrees latitude (g = 980.6199 gals.).
 AS0479
 AS0479.The modeled gravity was interpolated from observed gravity values.
 AS0479
 AS0479;                    North         East    Units  Estimated Accuracy
 AS0479;SPC FL N     -   108,480.      611,530.      MT  (+/- 180 meters Scaled)
 AS0479
 AS0479                          SUPERSEDED SURVEY CONTROL
 AS0479
 AS0479.No superseded survey control is available for this station.
 AS0479
 AS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU527193(NAD 83)
 AS0479_MARKER: DJ = TIDAL STATION DISK
 AS0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0479_SP_SET: FOUNDATION
 AS0479_STAMPING: 290841 AC5 1975
 AS0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0479
 AS0479  HISTORY     - Date     Condition        Report By
 AS0479  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0479  HISTORY     - 1978     GOOD             FLDNR
 AS0479
 AS0479                          STATION DESCRIPTION
 AS0479
 AS0479'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0479'4.2 MI SOUTH FROM PANACEA.
 AS0479'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0479'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0479'ROAD C-372, PROCEED EAST 0.2 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0479'BEARS 19.7 FEET SOUTH OF CENTERLINE OF HIGHWAY C-372, 15.4 FEET WEST
 AS0479'NORTHWEST OF THE SOUTHEAST BRIDGE ABUTMENT, 6.1 FEET SOUTHEAST OF THE
 AS0479'SOUTHEAST MOST PILING UNDER BRIDGE, AND 0.8 FEET EAST OF A SEAWALL
 AS0479'EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0155 ***********************************************************************
 AG0155  DESIGNATION -  291 FLHD
 AG0155  PID         -  AG0155
 AG0155  STATE/COUNTY-  FL/PINELLAS
 AG0155  USGS QUAD   -  ST PETERSBURG (1987)
 AG0155
 AG0155                         *CURRENT SURVEY CONTROL
 AG0155  ___________________________________________________________________
 AG0155* NAD 83(1986)-  27 45 31.     (N)    082 40 47.     (W)     SCALED    
 AG0155* NAVD 88     -        12.222  (meters)      40.10   (feet)  ADJUSTED  
 AG0155  ___________________________________________________________________
 AG0155  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AG0155  DYNAMIC HT  -          12.204 (meters)      40.04  (feet)  COMP
 AG0155  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AG0155
 AG0155  VERT ORDER  -  SECOND    CLASS II
 AG0155
 AG0155.The horizontal coordinates were scaled from a topographic map and have
 AG0155.an estimated accuracy of +/- 6 seconds.
 AG0155
 AG0155.The orthometric height was determined by differential leveling
 AG0155.and adjusted by the National Geodetic Survey in June 1991..
 AG0155
 AG0155.The geoid height was determined by GEOID03.
 AG0155
 AG0155.The dynamic height is computed by dividing the NAVD 88
 AG0155.geopotential number by the normal gravity value computed on the
 AG0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0155.degrees latitude (g = 980.6199 gals.).
 AG0155
 AG0155.The modeled gravity was interpolated from observed gravity values.
 AG0155
 AG0155;                    North         East    Units  Estimated Accuracy
 AG0155;SPC FL W     -   379,650.      133,000.      MT  (+/- 180 meters Scaled)
 AG0155
 AG0155                          SUPERSEDED SURVEY CONTROL
 AG0155
 AG0155  NGVD 29 (??/??/92)   12.496  (m)           41.00   (f) ADJ UNCH    2 2
 AG0155
 AG0155.Superseded values are not recommended for survey control.
 AG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0155.See file dsdata.txt to determine how the superseded data were derived.
 AG0155
 AG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344715(NAD 83)
 AG0155_MARKER: DD = SURVEY DISK
 AG0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0155_SP_SET: CONCRETE INLET
 AG0155_STAMPING: 291
 AG0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0155
 AG0155  HISTORY     - Date     Condition        Report By
 AG0155  HISTORY     - UNK      MONUMENTED       FLHD
 AG0155  HISTORY     - 1976     GOOD             FLDT
 AG0155  HISTORY     - 19970310 GOOD             USPSQD
 AG0155  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0155
 AG0155                          STATION DESCRIPTION
 AG0155
 AG0155'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0155'AT ST PETERSBURG.
 AG0155'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0155'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.3 MILES
 AG0155'TO 11 AVE. SOUTH.  STATION ON LEFT IN THE N.E. CORNER, 42.5 EAST
 AG0155'OF THE CENTERLINE OF U.S. HWY. 19, 28.0 FT. NORTH OF THE
 AG0155'CENTERLINE OF 11 AVE. SOUTH, 12.4 FT. S.S.W. OF LIGHT POLE,
 AG0155'NUMBER 98895.  SET IN THE TOP OF A CONCRETE INLET.  SECTION 26,
 AG0155'T 31, R 16.
 AG0155
 AG0155                          STATION RECOVERY (1997)
 AG0155
 AG0155'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0155'RECOVERED IN GOOD CONDITION.
 AG0155
 AG0155                          STATION RECOVERY (2004)
 AG0155
 AG0155'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0155'THERE IS NO DISK IN THE CONCRETE INLET WHICH APPEARS TO BE NEWER THAN
 AG0155'1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0156 ***********************************************************************
 AG0156  DESIGNATION -  292 FLHD
 AG0156  PID         -  AG0156
 AG0156  STATE/COUNTY-  FL/PINELLAS
 AG0156  USGS QUAD   -  ST PETERSBURG (1987)
 AG0156
 AG0156                         *CURRENT SURVEY CONTROL
 AG0156  ___________________________________________________________________
 AG0156* NAD 83(1986)-  27 45 19.     (N)    082 40 47.     (W)     SCALED    
 AG0156* NAVD 88     -        11.793  (meters)      38.69   (feet)  ADJUSTED  
 AG0156  ___________________________________________________________________
 AG0156  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG0156  DYNAMIC HT  -          11.776 (meters)      38.64  (feet)  COMP
 AG0156  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 AG0156
 AG0156  VERT ORDER  -  SECOND    CLASS II
 AG0156
 AG0156.The horizontal coordinates were scaled from a topographic map and have
 AG0156.an estimated accuracy of +/- 6 seconds.
 AG0156
 AG0156.The orthometric height was determined by differential leveling
 AG0156.and adjusted by the National Geodetic Survey in June 1991..
 AG0156
 AG0156.The geoid height was determined by GEOID03.
 AG0156
 AG0156.The dynamic height is computed by dividing the NAVD 88
 AG0156.geopotential number by the normal gravity value computed on the
 AG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0156.degrees latitude (g = 980.6199 gals.).
 AG0156
 AG0156.The modeled gravity was interpolated from observed gravity values.
 AG0156
 AG0156;                    North         East    Units  Estimated Accuracy
 AG0156;SPC FL W     -   379,280.      132,990.      MT  (+/- 180 meters Scaled)
 AG0156
 AG0156                          SUPERSEDED SURVEY CONTROL
 AG0156
 AG0156  NGVD 29 (??/??/92)   12.068  (m)           39.59   (f) ADJ UNCH    2 2
 AG0156
 AG0156.Superseded values are not recommended for survey control.
 AG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0156.See file dsdata.txt to determine how the superseded data were derived.
 AG0156
 AG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344712(NAD 83)
 AG0156_MARKER: DD = SURVEY DISK
 AG0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0156_SP_SET: CONCRETE INLET
 AG0156_STAMPING: 292
 AG0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0156
 AG0156  HISTORY     - Date     Condition        Report By
 AG0156  HISTORY     - UNK      MONUMENTED       FLHD
 AG0156  HISTORY     - 1976     GOOD             FLDT
 AG0156  HISTORY     - 19970310 POOR             USPSQD
 AG0156  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0156  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0156
 AG0156                          STATION DESCRIPTION
 AG0156
 AG0156'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0156'AT ST PETERSBURG.
 AG0156'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0156'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.60
 AG0156'MILES TO 15 AVE. S. STATION ON LEFT IN THE S.E. CORNER, 54.5
 AG0156'EAST OF THE CENTERLINE OF U.S. HWY. 19, 26.0 FT. SOUTH OF THE
 AG0156'CENTERLINE OF 15 AVE. SOUTH, 55.5 FT. NORTHEAST OF SIGNAL LIGHT
 AG0156'POLE (NO NUMBER).  SET IN TOP OF CONCRETE INLET.
 AG0156'SECTION 26, T 31, R 16.
 AG0156
 AG0156                          STATION RECOVERY (1997)
 AG0156
 AG0156'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0156'MARK RECOVERED IN POOR CONDITION.
 AG0156
 AG0156                          STATION RECOVERY (2004)
 AG0156
 AG0156'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0156'THERE IS NO DISK IN THE CONCRETE INLET WHICH APPEARS TO BE NEWER THAN
 AG0156'1997.
 AG0156
 AG0156                          STATION RECOVERY (2004)
 AG0156
 AG0156'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0156'THERE IS NO DISK IN THE CONCRETE INLET WHICH APPEARS TO BE NEWER THAN
 AG0156'1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0093 ***********************************************************************
 AL0093  DESIGNATION -  293 FLHD
 AL0093  PID         -  AL0093
 AL0093  STATE/COUNTY-  FL/PINELLAS
 AL0093  USGS QUAD   -  ELFERS (1987)
 AL0093
 AL0093                         *CURRENT SURVEY CONTROL
 AL0093  ___________________________________________________________________
 AL0093* NAD 83(1986)-  28 08 43.     (N)    082 43 53.     (W)     SCALED    
 AL0093* NAVD 88     -         6.077  (meters)      19.94   (feet)  ADJUSTED  
 AL0093  ___________________________________________________________________
 AL0093  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0093  DYNAMIC HT  -           6.068 (meters)      19.91  (feet)  COMP
 AL0093  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AL0093
 AL0093  VERT ORDER  -  SECOND    CLASS II
 AL0093
 AL0093.The horizontal coordinates were scaled from a topographic map and have
 AL0093.an estimated accuracy of +/- 6 seconds.
 AL0093
 AL0093.The orthometric height was determined by differential leveling
 AL0093.and adjusted by the National Geodetic Survey in June 1991..
 AL0093
 AL0093.The geoid height was determined by GEOID03.
 AL0093
 AL0093.The dynamic height is computed by dividing the NAVD 88
 AL0093.geopotential number by the normal gravity value computed on the
 AL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0093.degrees latitude (g = 980.6199 gals.).
 AL0093
 AL0093.The modeled gravity was interpolated from observed gravity values.
 AL0093
 AL0093;                    North         East    Units  Estimated Accuracy
 AL0093;SPC FL W     -   422,520.      128,160.      MT  (+/- 180 meters Scaled)
 AL0093
 AL0093                          SUPERSEDED SURVEY CONTROL
 AL0093
 AL0093  NGVD 29 (??/??/92)    6.335  (m)           20.78   (f) ADJ UNCH    2 2
 AL0093
 AL0093.Superseded values are not recommended for survey control.
 AL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0093.See file dsdata.txt to determine how the superseded data were derived.
 AL0093
 AL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM299145(NAD 83)
 AL0093_MARKER: DD = SURVEY DISK
 AL0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0093_SP_SET: CULVERT
 AL0093_STAMPING: 293
 AL0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0093
 AL0093  HISTORY     - Date     Condition        Report By
 AL0093  HISTORY     - UNK      MONUMENTED       FLHD
 AL0093  HISTORY     - 1976     GOOD             NGS
 AL0093  HISTORY     - 1990     GOOD             USPSQD
 AL0093
 AL0093                          STATION DESCRIPTION
 AL0093
 AL0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0093'IN TARPON SPRINGS.
 AL0093'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0093'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 0.50 MILE.
 AL0093'STATION ON RIGHT, 41.6 FT. S.S.E. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0093'41.3 FT. EAST OF POWER LIGHT POLE (NUMBER 12A-19).  SET IN THE TOP OF
 AL0093'A CONCRETE HEAD WALL.  SECTION 8, T 27, R 16.
 AL0093
 AL0093                          STATION RECOVERY (1990)
 AL0093
 AL0093'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0094 ***********************************************************************
 AL0094  DESIGNATION -  294 FLHD
 AL0094  PID         -  AL0094
 AL0094  STATE/COUNTY-  FL/PINELLAS
 AL0094  USGS QUAD   -  ELFERS (1987)
 AL0094
 AL0094                         *CURRENT SURVEY CONTROL
 AL0094  ___________________________________________________________________
 AL0094* NAD 83(1986)-  28 08 55.     (N)    082 43 47.     (W)     SCALED    
 AL0094* NAVD 88     -         2.353  (meters)       7.72   (feet)  ADJUSTED  
 AL0094  ___________________________________________________________________
 AL0094  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL0094  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 AL0094  MODELED GRAV-     979,195.3   (mgal)                       NAVD 88
 AL0094
 AL0094  VERT ORDER  -  SECOND    CLASS II
 AL0094
 AL0094.The horizontal coordinates were scaled from a topographic map and have
 AL0094.an estimated accuracy of +/- 6 seconds.
 AL0094
 AL0094.The orthometric height was determined by differential leveling
 AL0094.and adjusted by the National Geodetic Survey in June 1991..
 AL0094
 AL0094.The geoid height was determined by GEOID03.
 AL0094
 AL0094.The dynamic height is computed by dividing the NAVD 88
 AL0094.geopotential number by the normal gravity value computed on the
 AL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0094.degrees latitude (g = 980.6199 gals.).
 AL0094
 AL0094.The modeled gravity was interpolated from observed gravity values.
 AL0094
 AL0094;                    North         East    Units  Estimated Accuracy
 AL0094;SPC FL W     -   422,890.      128,330.      MT  (+/- 180 meters Scaled)
 AL0094
 AL0094                          SUPERSEDED SURVEY CONTROL
 AL0094
 AL0094  NGVD 29 (??/??/92)    2.611  (m)            8.57   (f) ADJ UNCH    2 2
 AL0094
 AL0094.Superseded values are not recommended for survey control.
 AL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0094.See file dsdata.txt to determine how the superseded data were derived.
 AL0094
 AL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM301148(NAD 83)
 AL0094_MARKER: DD = SURVEY DISK
 AL0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0094_SP_SET: CULVERT
 AL0094_STAMPING: 294
 AL0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0094
 AL0094  HISTORY     - Date     Condition        Report By
 AL0094  HISTORY     - UNK      MONUMENTED       FLHD
 AL0094  HISTORY     - 1976     GOOD             NGS
 AL0094  HISTORY     - 1990     POOR             USPSQD
 AL0094
 AL0094                          STATION DESCRIPTION
 AL0094
 AL0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0094'IN TARPON SPRINGS.
 AL0094'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0094'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 0.70 MILE.
 AL0094'STATION ON RIGHT, 30.7 FT. S.E. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0094'15.7 FT. WEST OF A POWER POLE (NUMBER 12A-4842).  SET IN THE TOP OF A
 AL0094'CONCRETE HEADWALL.  SECTION 8, T 27, R 16.
 AL0094
 AL0094                          STATION RECOVERY (1990)
 AL0094
 AL0094'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0094'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0095 ***********************************************************************
 AL0095  DESIGNATION -  295 FLHD
 AL0095  PID         -  AL0095
 AL0095  STATE/COUNTY-  FL/PINELLAS
 AL0095  USGS QUAD   -  ELFERS (1987)
 AL0095
 AL0095                         *CURRENT SURVEY CONTROL
 AL0095  ___________________________________________________________________
 AL0095* NAD 83(1986)-  28 09 07.     (N)    082 43 35.     (W)     SCALED    
 AL0095* NAVD 88     -         3.937  (meters)      12.92   (feet)  ADJUSTED  
 AL0095  ___________________________________________________________________
 AL0095  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AL0095  DYNAMIC HT  -           3.932 (meters)      12.90  (feet)  COMP
 AL0095  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AL0095
 AL0095  VERT ORDER  -  SECOND    CLASS II
 AL0095
 AL0095.The horizontal coordinates were scaled from a topographic map and have
 AL0095.an estimated accuracy of +/- 6 seconds.
 AL0095
 AL0095.The orthometric height was determined by differential leveling
 AL0095.and adjusted by the National Geodetic Survey in June 1991..
 AL0095
 AL0095.The geoid height was determined by GEOID03.
 AL0095
 AL0095.The dynamic height is computed by dividing the NAVD 88
 AL0095.geopotential number by the normal gravity value computed on the
 AL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0095.degrees latitude (g = 980.6199 gals.).
 AL0095
 AL0095.The modeled gravity was interpolated from observed gravity values.
 AL0095
 AL0095;                    North         East    Units  Estimated Accuracy
 AL0095;SPC FL W     -   423,260.      128,660.      MT  (+/- 180 meters Scaled)
 AL0095
 AL0095                          SUPERSEDED SURVEY CONTROL
 AL0095
 AL0095  NGVD 29 (??/??/92)    4.195  (m)           13.76   (f) ADJ UNCH    2 2
 AL0095
 AL0095.Superseded values are not recommended for survey control.
 AL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0095.See file dsdata.txt to determine how the superseded data were derived.
 AL0095
 AL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM304152(NAD 83)
 AL0095_MARKER: DD = SURVEY DISK
 AL0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0095_SP_SET: CULVERT
 AL0095_STAMPING: 295
 AL0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0095
 AL0095  HISTORY     - Date     Condition        Report By
 AL0095  HISTORY     - UNK      MONUMENTED       FLHD
 AL0095  HISTORY     - 1976     GOOD             NGS
 AL0095  HISTORY     - 1990     GOOD             USPSQD
 AL0095
 AL0095                          STATION DESCRIPTION
 AL0095
 AL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0095'IN TARPON SPRINGS.
 AL0095'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0095'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 1.00 MILE.
 AL0095'STATION ON RIGHT, 28.4 FT. S.E. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0095'17.8 FT. NORTH OF A POWER POLE (NUMBER 12A-6194-R).  SET IN THE TOP OF
 AL0095'A CONCRETE HEADWALL.  SECTION 8, T 27, R 16.
 AL0095
 AL0095                          STATION RECOVERY (1990)
 AL0095
 AL0095'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2897 ***********************************************************************
 AD2897  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2897  DESIGNATION -  29.591 FLHD
 AD2897  PID         -  AD2897
 AD2897  STATE/COUNTY-  FL/PALM BEACH
 AD2897  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2897
 AD2897                         *CURRENT SURVEY CONTROL
 AD2897  ___________________________________________________________________
 AD2897* NAD 83(1986)-  26 49 51.     (N)    080 03 36.     (W)     SCALED    
 AD2897* NAVD 88     -         8.557  (meters)      28.07   (feet)  ADJUSTED  
 AD2897  ___________________________________________________________________
 AD2897  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AD2897  DYNAMIC HT  -           8.543 (meters)      28.03  (feet)  COMP
 AD2897  MODELED GRAV-     979,106.3   (mgal)                       NAVD 88
 AD2897
 AD2897  VERT ORDER  -  SECOND    CLASS 0
 AD2897
 AD2897.The horizontal coordinates were scaled from a topographic map and have
 AD2897.an estimated accuracy of +/- 6 seconds.
 AD2897
 AD2897.The orthometric height was determined by differential leveling
 AD2897.and adjusted by the National Geodetic Survey in June 1991..
 AD2897
 AD2897.This Tidal Bench Mark is designated as VM 5595
 AD2897.by the Center for Operational Oceanographic Products and Services.
 AD2897
 AD2897.The geoid height was determined by GEOID03.
 AD2897
 AD2897.The dynamic height is computed by dividing the NAVD 88
 AD2897.geopotential number by the normal gravity value computed on the
 AD2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2897.degrees latitude (g = 980.6199 gals.).
 AD2897
 AD2897.The modeled gravity was interpolated from observed gravity values.
 AD2897
 AD2897;                    North         East    Units  Estimated Accuracy
 AD2897;SPC FL E     -   277,010.      293,440.      MT  (+/- 180 meters Scaled)
 AD2897
 AD2897                          SUPERSEDED SURVEY CONTROL
 AD2897
 AD2897  NGVD 29 (09/01/92)    9.019  (m)           29.59   (f) ADJUSTED    2 0
 AD2897
 AD2897.Superseded values are not recommended for survey control.
 AD2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2897.See file dsdata.txt to determine how the superseded data were derived.
 AD2897
 AD2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK934680(NAD 83)
 AD2897_MARKER: DD = SURVEY DISK
 AD2897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2897_SP_SET: ABUTMENT
 AD2897_STAMPING: 29.591
 AD2897_MARK LOGO: FLHD  
 AD2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2897+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 AD2897
 AD2897  HISTORY     - Date     Condition        Report By
 AD2897  HISTORY     - UNK      MONUMENTED       FLHD
 AD2897  HISTORY     - 1970     GOOD             NGS
 AD2897  HISTORY     - 1973     GOOD             NGS
 AD2897  HISTORY     - 1981     GOOD             FLDNR
 AD2897  HISTORY     - 20010215 POOR             USPSQD
 AD2897  HISTORY     - 20010413 GOOD             GCYI
 AD2897  HISTORY     - 20030308 GOOD             USPSQD
 AD2897  HISTORY     - 20040427 GOOD             USPSQD
 AD2897  HISTORY     - 20050427 GOOD             USPSQD
 AD2897
 AD2897                          STATION DESCRIPTION
 AD2897
 AD2897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2897'AT NORTH PALM BEACH.
 AD2897'AT NORTH PALM BEACH, ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY
 AD2897'1 FROM THE JUNCTION OF YACHT CLUB DRIVE, SET ON THE TOP OF THE
 AD2897'EAST END OF THE SOUTH CONCRETE ABUTMENT FOR THE HIGHWAY BRIDGE
 AD2897'OVER THE INTRACOASTAL WATERWAY, 18 FEET EAST OF THE CENTER LINE
 AD2897'OF THE NORTHBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE THE
 AD2897'LEVEL OF THE HIGHWAY.  IN SECTION 9, R 43 E, T 42 S.
 AD2897
 AD2897                          STATION RECOVERY (1973)
 AD2897
 AD2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (1981)
 AD2897
 AD2897'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2001)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2001 (JAT)
 AD2897'NUMBERS NOT READABLE.  LETTERING FINE.
 AD2897
 AD2897                          STATION RECOVERY (2001)
 AD2897
 AD2897'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2003)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2003 (JAT)
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2004)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2005)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0096 ***********************************************************************
 AL0096  DESIGNATION -  296 FLHD
 AL0096  PID         -  AL0096
 AL0096  STATE/COUNTY-  FL/PINELLAS
 AL0096  USGS QUAD   -  ELFERS (1987)
 AL0096
 AL0096                         *CURRENT SURVEY CONTROL
 AL0096  ___________________________________________________________________
 AL0096* NAD 83(1986)-  28 09 07.     (N)    082 43 05.     (W)     SCALED    
 AL0096* NAVD 88     -         1.822  (meters)       5.98   (feet)  ADJUSTED  
 AL0096  ___________________________________________________________________
 AL0096  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AL0096  DYNAMIC HT  -           1.819 (meters)       5.97  (feet)  COMP
 AL0096  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AL0096
 AL0096  VERT ORDER  -  SECOND    CLASS II
 AL0096
 AL0096.The horizontal coordinates were scaled from a topographic map and have
 AL0096.an estimated accuracy of +/- 6 seconds.
 AL0096
 AL0096.The orthometric height was determined by differential leveling
 AL0096.and adjusted by the National Geodetic Survey in June 1991..
 AL0096
 AL0096.The geoid height was determined by GEOID03.
 AL0096
 AL0096.The dynamic height is computed by dividing the NAVD 88
 AL0096.geopotential number by the normal gravity value computed on the
 AL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0096.degrees latitude (g = 980.6199 gals.).
 AL0096
 AL0096.The modeled gravity was interpolated from observed gravity values.
 AL0096
 AL0096;                    North         East    Units  Estimated Accuracy
 AL0096;SPC FL W     -   423,260.      129,470.      MT  (+/- 180 meters Scaled)
 AL0096
 AL0096                          SUPERSEDED SURVEY CONTROL
 AL0096
 AL0096  NGVD 29 (??/??/92)    2.079  (m)            6.82   (f) ADJ UNCH    2 2
 AL0096
 AL0096.Superseded values are not recommended for survey control.
 AL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0096.See file dsdata.txt to determine how the superseded data were derived.
 AL0096
 AL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM313152(NAD 83)
 AL0096_MARKER: DD = SURVEY DISK
 AL0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0096_SP_SET: CULVERT
 AL0096_STAMPING: 296
 AL0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0096
 AL0096  HISTORY     - Date     Condition        Report By
 AL0096  HISTORY     - UNK      MONUMENTED       FLHD
 AL0096  HISTORY     - 1976     GOOD             NGS
 AL0096  HISTORY     - 1990     GOOD             USPSQD
 AL0096
 AL0096                          STATION DESCRIPTION
 AL0096
 AL0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0096'0.5 MI E FROM TARPON SPRINGS.
 AL0096'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0096'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 1.65 MILES.
 AL0096'STATION ON RIGHT, 59.4 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0096'75.2 FT. W.N.W. OF A POWER POLE (NUMBER 26-2).  SET IN THE TOP OF A
 AL0096'CONCRETE HEADWALL.  SECTION 8, T 27, R 16.
 AL0096
 AL0096                          STATION RECOVERY (1990)
 AL0096
 AL0096'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0097 ***********************************************************************
 AL0097  DESIGNATION -  297 FLHD
 AL0097  PID         -  AL0097
 AL0097  STATE/COUNTY-  FL/PINELLAS
 AL0097  USGS QUAD   -  ELFERS (1987)
 AL0097
 AL0097                         *CURRENT SURVEY CONTROL
 AL0097  ___________________________________________________________________
 AL0097* NAD 83(1986)-  28 09 07.     (N)    082 42 29.     (W)     SCALED    
 AL0097* NAVD 88     -         4.948  (meters)      16.23   (feet)  ADJUSTED  
 AL0097  ___________________________________________________________________
 AL0097  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AL0097  DYNAMIC HT  -           4.941 (meters)      16.21  (feet)  COMP
 AL0097  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL0097
 AL0097  VERT ORDER  -  SECOND    CLASS II
 AL0097
 AL0097.The horizontal coordinates were scaled from a topographic map and have
 AL0097.an estimated accuracy of +/- 6 seconds.
 AL0097
 AL0097.The orthometric height was determined by differential leveling
 AL0097.and adjusted by the National Geodetic Survey in June 1991..
 AL0097
 AL0097.The geoid height was determined by GEOID03.
 AL0097
 AL0097.The dynamic height is computed by dividing the NAVD 88
 AL0097.geopotential number by the normal gravity value computed on the
 AL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0097.degrees latitude (g = 980.6199 gals.).
 AL0097
 AL0097.The modeled gravity was interpolated from observed gravity values.
 AL0097
 AL0097;                    North         East    Units  Estimated Accuracy
 AL0097;SPC FL W     -   423,250.      130,460.      MT  (+/- 180 meters Scaled)
 AL0097
 AL0097                          SUPERSEDED SURVEY CONTROL
 AL0097
 AL0097  NGVD 29 (??/??/92)    5.205  (m)           17.08   (f) ADJ UNCH    2 2
 AL0097
 AL0097.Superseded values are not recommended for survey control.
 AL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0097.See file dsdata.txt to determine how the superseded data were derived.
 AL0097
 AL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM322152(NAD 83)
 AL0097_MARKER: DD = SURVEY DISK
 AL0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0097_SP_SET: CULVERT
 AL0097_STAMPING: 297
 AL0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0097+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 AL0097
 AL0097  HISTORY     - Date     Condition        Report By
 AL0097  HISTORY     - UNK      MONUMENTED       FLHD
 AL0097  HISTORY     - 1976     GOOD             NGS
 AL0097  HISTORY     - 1990     GOOD             USPSQD
 AL0097  HISTORY     - 20050531 GOOD             POLASS
 AL0097
 AL0097                          STATION DESCRIPTION
 AL0097
 AL0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0097'0.9 MI E FROM TARPON SPRINGS.
 AL0097'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0097'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 2.25 MILES.
 AL0097'STATION ON RIGHT, 33.3 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0097'17.0 FT. NORTH OF A POWER POLE (NUMBER 12A-5564-R).  SET IN THE TOP OF
 AL0097'A CONCRETE HEADWALL.  SECTION 9, T 27, R 16.
 AL0097
 AL0097                          STATION RECOVERY (1990)
 AL0097
 AL0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0097'RECOVERED IN GOOD CONDITION.
 AL0097
 AL0097                          STATION RECOVERY (2005)
 AL0097
 AL0097'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AL0097'HEADWALL IN-TACT. SUITABLE BENCHMARK YET POOR GPS STATION, SUBSTANTIAL
 AL0097'CANOPY ALONG SOUTH RIGHT OF WAY OF KEYSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1681 ***********************************************************************
 BG1681  DESIGNATION -  297 USE
 BG1681  PID         -  BG1681
 BG1681  STATE/COUNTY-  FL/ESCAMBIA
 BG1681  USGS QUAD   -  WEST PENSACOLA (1994)
 BG1681
 BG1681                         *CURRENT SURVEY CONTROL
 BG1681  ___________________________________________________________________
 BG1681* NAD 83(1986)-  30 26 20.     (N)    087 16 51.     (W)     SCALED    
 BG1681* NAVD 88     -        22.992  (meters)      75.43   (feet)  ADJUSTED  
 BG1681  ___________________________________________________________________
 BG1681  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG1681  DYNAMIC HT  -          22.962 (meters)      75.33  (feet)  COMP
 BG1681  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BG1681
 BG1681  VERT ORDER  -  SECOND    CLASS 0
 BG1681
 BG1681.The horizontal coordinates were scaled from a topographic map and have
 BG1681.an estimated accuracy of +/- 6 seconds.
 BG1681
 BG1681.The orthometric height was determined by differential leveling
 BG1681.and adjusted by the National Geodetic Survey in June 1991..
 BG1681
 BG1681.The geoid height was determined by GEOID03.
 BG1681
 BG1681.The dynamic height is computed by dividing the NAVD 88
 BG1681.geopotential number by the normal gravity value computed on the
 BG1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1681.degrees latitude (g = 980.6199 gals.).
 BG1681
 BG1681.The modeled gravity was interpolated from observed gravity values.
 BG1681
 BG1681;                    North         East    Units  Estimated Accuracy
 BG1681;SPC FL N     -   162,760.      332,910.      MT  (+/- 180 meters Scaled)
 BG1681
 BG1681                          SUPERSEDED SURVEY CONTROL
 BG1681
 BG1681  NGVD 29 (??/??/92)   23.043  (m)           75.60   (f) ADJ UNCH    2 0
 BG1681
 BG1681.Superseded values are not recommended for survey control.
 BG1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1681.See file dsdata.txt to determine how the superseded data were derived.
 BG1681
 BG1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU730674(NAD 83)
 BG1681_MARKER: DD = SURVEY DISK
 BG1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1681_STAMPING: NO 297 ELEV 78
 BG1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1681+STABILITY: SURFACE MOTION
 BG1681
 BG1681  HISTORY     - Date     Condition        Report By
 BG1681  HISTORY     - UNK      MONUMENTED       DOD
 BG1681  HISTORY     - 1955     GOOD             NGS
 BG1681  HISTORY     - 20060313 MARK NOT FOUND   USPSQD
 BG1681
 BG1681                          STATION DESCRIPTION
 BG1681
 BG1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1681'1.2 MI NW FROM WEST PENSACOLA.
 BG1681'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE OVERPASS OVER
 BG1681'THE ST. LOUIS AND SAN FRANCISCO RAILWAY AT WEST PENSACOLA, 185
 BG1681'FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTER LINES
 BG1681'OF THE HIGHWAY AND A ROAD WEST TO OSCEOLA GOLF COURSE, 34 1/2
 BG1681'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET WEST
 BG1681'OF THE NORTHWEST CONCRETE GATE POST AT DRIVE TO HOUSE NUMBER
 BG1681'6107, 25 FEET SOUTHEAST OF A 24-INCH OAK, 28 FEET NORTHWEST OF
 BG1681'A POWER POLE, 6 FEET SOUTHWEST OF FENCE LINE, ABOUT LEVEL WITH
 BG1681'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 BG1681'INCHES.
 BG1681
 BG1681                          STATION RECOVERY (2006)
 BG1681
 BG1681'RECOVERY NOTE BY US POWER SQUADRON 2006 (SHC)
 BG1681'MARK NOT FOUND.  34.5FT NE OF CENTER LINE OF HWY AT POINT REFERENCED
 BG1681'IS UNDER 7 LANE HWY, WHICH HAS BEEN WIDENDED SINCE 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0098 ***********************************************************************
 AL0098  DESIGNATION -  298 FLHD
 AL0098  PID         -  AL0098
 AL0098  STATE/COUNTY-  FL/PINELLAS
 AL0098  USGS QUAD   -  ELFERS (1987)
 AL0098
 AL0098                         *CURRENT SURVEY CONTROL
 AL0098  ___________________________________________________________________
 AL0098* NAD 83(1986)-  28 09 07.     (N)    082 42 05.     (W)     SCALED    
 AL0098* NAVD 88     -        11.274  (meters)      36.99   (feet)  ADJUSTED  
 AL0098  ___________________________________________________________________
 AL0098  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0098  DYNAMIC HT  -          11.257 (meters)      36.93  (feet)  COMP
 AL0098  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL0098
 AL0098  VERT ORDER  -  SECOND    CLASS II
 AL0098
 AL0098.The horizontal coordinates were scaled from a topographic map and have
 AL0098.an estimated accuracy of +/- 6 seconds.
 AL0098
 AL0098.The orthometric height was determined by differential leveling
 AL0098.and adjusted by the National Geodetic Survey in June 1991..
 AL0098
 AL0098.The geoid height was determined by GEOID03.
 AL0098
 AL0098.The dynamic height is computed by dividing the NAVD 88
 AL0098.geopotential number by the normal gravity value computed on the
 AL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0098.degrees latitude (g = 980.6199 gals.).
 AL0098
 AL0098.The modeled gravity was interpolated from observed gravity values.
 AL0098
 AL0098;                    North         East    Units  Estimated Accuracy
 AL0098;SPC FL W     -   423,250.      131,110.      MT  (+/- 180 meters Scaled)
 AL0098
 AL0098                          SUPERSEDED SURVEY CONTROL
 AL0098
 AL0098  NGVD 29 (??/??/92)   11.530  (m)           37.83   (f) ADJ UNCH    2 2
 AL0098
 AL0098.Superseded values are not recommended for survey control.
 AL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0098.See file dsdata.txt to determine how the superseded data were derived.
 AL0098
 AL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM329152(NAD 83)
 AL0098_MARKER: DD = SURVEY DISK
 AL0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0098_SP_SET: CULVERT
 AL0098_STAMPING: 298
 AL0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0098
 AL0098  HISTORY     - Date     Condition        Report By
 AL0098  HISTORY     - UNK      MONUMENTED       FLHD
 AL0098  HISTORY     - 1976     GOOD             NGS
 AL0098  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0098
 AL0098                          STATION DESCRIPTION
 AL0098
 AL0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0098'1.2 MI E FROM TARPON SPRINGS.
 AL0098'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0098'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 2.7 MILES.
 AL0098'STATION ON RIGHT, 37.5 FT. S.S.W. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0098'128.0 FT. WEST OF THE POWER POLE (NO NUMBER).  SET IN THE TOP OF A
 AL0098'CONCRETE HEADWALL.  SECTION 9, T 27, R 16.
 AL0098
 AL0098                          STATION RECOVERY (1990)
 AL0098
 AL0098'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0099 ***********************************************************************
 AL0099  DESIGNATION -  299 FLHD
 AL0099  PID         -  AL0099
 AL0099  STATE/COUNTY-  FL/PINELLAS
 AL0099  USGS QUAD   -  ELFERS (1987)
 AL0099
 AL0099                         *CURRENT SURVEY CONTROL
 AL0099  ___________________________________________________________________
 AL0099* NAD 83(1986)-  28 09 01.     (N)    082 41 53.     (W)     SCALED    
 AL0099* NAVD 88     -         5.693  (meters)      18.68   (feet)  ADJUSTED  
 AL0099  ___________________________________________________________________
 AL0099  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0099  DYNAMIC HT  -           5.685 (meters)      18.65  (feet)  COMP
 AL0099  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL0099
 AL0099  VERT ORDER  -  SECOND    CLASS II
 AL0099
 AL0099.The horizontal coordinates were scaled from a topographic map and have
 AL0099.an estimated accuracy of +/- 6 seconds.
 AL0099
 AL0099.The orthometric height was determined by differential leveling
 AL0099.and adjusted by the National Geodetic Survey in June 1991..
 AL0099
 AL0099.The geoid height was determined by GEOID03.
 AL0099
 AL0099.The dynamic height is computed by dividing the NAVD 88
 AL0099.geopotential number by the normal gravity value computed on the
 AL0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0099.degrees latitude (g = 980.6199 gals.).
 AL0099
 AL0099.The modeled gravity was interpolated from observed gravity values.
 AL0099
 AL0099;                    North         East    Units  Estimated Accuracy
 AL0099;SPC FL W     -   423,060.      131,440.      MT  (+/- 180 meters Scaled)
 AL0099
 AL0099                          SUPERSEDED SURVEY CONTROL
 AL0099
 AL0099  NGVD 29 (??/??/92)    5.950  (m)           19.52   (f) ADJ UNCH    2 2
 AL0099
 AL0099.Superseded values are not recommended for survey control.
 AL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0099.See file dsdata.txt to determine how the superseded data were derived.
 AL0099
 AL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM332150(NAD 83)
 AL0099_MARKER: DD = SURVEY DISK
 AL0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0099_SP_SET: CULVERT
 AL0099_STAMPING: 299
 AL0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0099
 AL0099  HISTORY     - Date     Condition        Report By
 AL0099  HISTORY     - UNK      MONUMENTED       FLHD
 AL0099  HISTORY     - 1976     GOOD             NGS
 AL0099  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0099
 AL0099                          STATION DESCRIPTION
 AL0099
 AL0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0099'1.3 MI E FROM TARPON SPRINGS.
 AL0099'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0099'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 2.9 MILES.
 AL0099'STATION ON RIGHT, 23.3 FT. S.S.W. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0099'40.0 FT. N.E. OF A POWER POLE (NUMBER 12A-6570-R).  SET IN THE TOP OF
 AL0099'A CONCRETE HEADWALL.  SECTION 10, T 27, R 16.
 AL0099
 AL0099                          STATION RECOVERY (1990)
 AL0099
 AL0099'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2898 ***********************************************************************
 AD2898  DESIGNATION -  29.958
 AD2898  PID         -  AD2898
 AD2898  STATE/COUNTY-  FL/PALM BEACH
 AD2898  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2898
 AD2898                         *CURRENT SURVEY CONTROL
 AD2898  ___________________________________________________________________
 AD2898* NAD 83(1986)-  26 49 55.     (N)    080 03 36.     (W)     SCALED    
 AD2898* NAVD 88     -         8.668  (meters)      28.44   (feet)  ADJUSTED  
 AD2898  ___________________________________________________________________
 AD2898  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AD2898  DYNAMIC HT  -           8.655 (meters)      28.40  (feet)  COMP
 AD2898  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 AD2898
 AD2898  VERT ORDER  -  SECOND    CLASS 0
 AD2898
 AD2898.The horizontal coordinates were scaled from a topographic map and have
 AD2898.an estimated accuracy of +/- 6 seconds.
 AD2898
 AD2898.The orthometric height was determined by differential leveling
 AD2898.and adjusted by the National Geodetic Survey in June 1991..
 AD2898
 AD2898.The geoid height was determined by GEOID03.
 AD2898
 AD2898.The dynamic height is computed by dividing the NAVD 88
 AD2898.geopotential number by the normal gravity value computed on the
 AD2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2898.degrees latitude (g = 980.6199 gals.).
 AD2898
 AD2898.The modeled gravity was interpolated from observed gravity values.
 AD2898
 AD2898;                    North         East    Units  Estimated Accuracy
 AD2898;SPC FL E     -   277,130.      293,440.      MT  (+/- 180 meters Scaled)
 AD2898
 AD2898                          SUPERSEDED SURVEY CONTROL
 AD2898
 AD2898  NGVD 29 (??/??/92)    9.130  (m)           29.95   (f) ADJ UNCH    2 0
 AD2898
 AD2898.Superseded values are not recommended for survey control.
 AD2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2898.See file dsdata.txt to determine how the superseded data were derived.
 AD2898
 AD2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK934681(NAD 83)
 AD2898_MARKER: DD = SURVEY DISK
 AD2898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2898_SP_SET: ABUTMENT
 AD2898_STAMPING: 29.958
 AD2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2898+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 AD2898
 AD2898  HISTORY     - Date     Condition        Report By
 AD2898  HISTORY     - UNK      MONUMENTED       FLDT
 AD2898  HISTORY     - 1970     GOOD             NGS
 AD2898  HISTORY     - 1973     GOOD             NGS
 AD2898  HISTORY     - 1987     GOOD             USPSQD
 AD2898  HISTORY     - 20010331 GOOD             NGS
 AD2898  HISTORY     - 20020218 GOOD             USPSQD
 AD2898  HISTORY     - 20030310 GOOD             USPSQD
 AD2898  HISTORY     - 20040427 GOOD             USPSQD
 AD2898  HISTORY     - 20050427 GOOD             USPSQD
 AD2898
 AD2898                          STATION DESCRIPTION
 AD2898
 AD2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2898'AT NORTH PALM BEACH.
 AD2898'AT NORTH PALM BEACH, ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY
 AD2898'1 FROM THE JUNCTION OF YACHT CLUB DRIVE, SET IN THE TOP OF THE
 AD2898'WEST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 AD2898'OVER THE INTRACOASTAL WATERWAY, IN SECTION 9, R 43 E, T 42 S,
 AD2898'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AD2898'STATE HIGHWAY A 1 A AT JUNO, 18 FEET WEST OF THE CENTER LINE
 AD2898'OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL
 AD2898'OF THE HIGHWAY.
 AD2898
 AD2898                          STATION RECOVERY (1973)
 AD2898
 AD2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (1987)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTN)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2001)
 AD2898
 AD2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2898
 AD2898                          STATION RECOVERY (2002)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAT)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2003)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2003 (JAT)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2004)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2005)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0014 ***********************************************************************
 AA0014  DESIGNATION -  3
 AA0014  PID         -  AA0014
 AA0014  STATE/COUNTY-  FL/MONROE
 AA0014  USGS QUAD   -  KEY WEST (1971)
 AA0014
 AA0014                         *CURRENT SURVEY CONTROL
 AA0014  ___________________________________________________________________
 AA0014* NAD 83(1986)-  24 32 57.     (N)    081 48 17.     (W)     SCALED    
 AA0014* NAVD 88     -         1.486  (meters)       4.88   (feet)  ADJUSTED  
 AA0014  ___________________________________________________________________
 AA0014  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0014  DYNAMIC HT  -           1.484 (meters)       4.87  (feet)  COMP
 AA0014  MODELED GRAV-     978,954.6   (mgal)                       NAVD 88
 AA0014
 AA0014  VERT ORDER  -  FIRST     CLASS II
 AA0014
 AA0014.The horizontal coordinates were scaled from a topographic map and have
 AA0014.an estimated accuracy of +/- 6 seconds.
 AA0014
 AA0014.The orthometric height was determined by differential leveling
 AA0014.and adjusted by the National Geodetic Survey in June 1991..
 AA0014.WARNING-Repeat measurements at this control monument indicate possible
 AA0014.vertical movement.
 AA0014
 AA0014.The geoid height was determined by GEOID03.
 AA0014
 AA0014.The dynamic height is computed by dividing the NAVD 88
 AA0014.geopotential number by the normal gravity value computed on the
 AA0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0014.degrees latitude (g = 980.6199 gals.).
 AA0014
 AA0014.The modeled gravity was interpolated from observed gravity values.
 AA0014
 AA0014;                    North         East    Units  Estimated Accuracy
 AA0014;SPC FL E     -    24,140.      118,470.      MT  (+/- 180 meters Scaled)
 AA0014
 AA0014                          SUPERSEDED SURVEY CONTROL
 AA0014
 AA0014  NGVD 29 (09/01/92)    1.896  (m)            6.22   (f) ADJUSTED    1 2
 AA0014
 AA0014.Superseded values are not recommended for survey control.
 AA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0014.See file dsdata.txt to determine how the superseded data were derived.
 AA0014
 AA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH185152(NAD 83)
 AA0014_MARKER: Z = SEE DESCRIPTION
 AA0014_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0014+WITH SETTING: PAVEMENT
 AA0014_SP_SET: CONCRETE PLATFORM
 AA0014_MARK LOGO: USE   
 AA0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0014+STABILITY: SURFACE MOTION
 AA0014
 AA0014  HISTORY     - Date     Condition        Report By
 AA0014  HISTORY     - UNK      MONUMENTED       DOD
 AA0014  HISTORY     - 1966     GOOD             NGS
 AA0014  HISTORY     - 1978     GOOD             NGS
 AA0014  HISTORY     - 19881231 GOOD             FLDNR
 AA0014
 AA0014                          STATION DESCRIPTION
 AA0014
 AA0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0014'AT KEY WEST.
 AA0014'AT KEY WEST, AT THE NAVAL AIR STATION, IN THE NORTHWEST ABANDONED
 AA0014'MORTAR PIT OF OLD BATTERY SEMONOLE, (THE BATTERY IS AT THE
 AA0014'EXTENDED SOUTHWEST END OF OLIVIA STREET IN KEY WEST), 90 FEET
 AA0014'SOUTHWEST OF THE CENTER LINE OF BLACK TOPPED STREET ON NORTHEAST
 AA0014'SIDE OF OLD FORT, 10.7 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 AA0014'DOOR IN NORTHWEST WALL OF PIT, 1.3 FEET SOUTHEAST OF THE NORTHWEST
 AA0014'WALL OF PIT AND SET IN CONCRETE PLATFORM. 3 INCH METAL PLUG.
 AA0014
 AA0014                          STATION RECOVERY (1978)
 AA0014
 AA0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0014'RECOVERED IN GOOD CONDITION.
 AA0014
 AA0014                          STATION RECOVERY (1988)
 AA0014
 AA0014'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0014'THE MARK IS IN KEY WEST AT THE NAVAL AIR STATION (TRUMAN ANNEX), AT
 AA0014'THE BATTERY SEMINOLE (ABANDONED) IN THE NORTHWEST MORTAR PIT.  THE
 AA0014'BATTERY IS LOCATED AT THE EXTENDED SOUTHWEST END OF OLIVIA STREET,
 AA0014'27.4 M (89.9 FT) SOUTHWEST OF THE CENTERLINE OF AN OLD BLACK-TOPPED
 AA0014'STREET ON THE NORTHEAST SIDE OF THE OLD FORT, 3.26 M (10.70 FT)
 AA0014'SOUTHWEST OF THE SOUTHWEST SIDE OF A DOOR IN THE NORTH-WEST WALL OF
 AA0014'THE PIT.  THE MARK IS A THREE-QUARTER INCH DIAMETER BRASS PLUG SET IN
 AA0014'THE CONCRETE FLOOR AND PROJECTS APPROXIMATELY 0.04 M (0.13 FT) .
 AA0014'NOTE--THIS MARK IS DESCRIBED IN THE NGS PUBLICATION ON 1971, QUAD
 AA0014'240814, PAGE NO.19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1417 ***********************************************************************
 AQ1417  DESIGNATION -  3
 AQ1417  PID         -  AQ1417
 AQ1417  STATE/COUNTY-  FL/VOLUSIA
 AQ1417  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1417
 AQ1417                         *CURRENT SURVEY CONTROL
 AQ1417  ___________________________________________________________________
 AQ1417* NAD 83(1986)-  29 02 17.     (N)    080 54 29.     (W)     SCALED    
 AQ1417* NAVD 88     -         3.415  (meters)      11.20   (feet)  ADJUSTED  
 AQ1417  ___________________________________________________________________
 AQ1417  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AQ1417  DYNAMIC HT  -           3.410 (meters)      11.19  (feet)  COMP
 AQ1417  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AQ1417
 AQ1417  VERT ORDER  -  FIRST     CLASS II
 AQ1417
 AQ1417.The horizontal coordinates were scaled from a topographic map and have
 AQ1417.an estimated accuracy of +/- 6 seconds.
 AQ1417
 AQ1417.The orthometric height was determined by differential leveling
 AQ1417.and adjusted by the National Geodetic Survey in June 1991..
 AQ1417
 AQ1417.The geoid height was determined by GEOID03.
 AQ1417
 AQ1417.The dynamic height is computed by dividing the NAVD 88
 AQ1417.geopotential number by the normal gravity value computed on the
 AQ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1417.degrees latitude (g = 980.6199 gals.).
 AQ1417
 AQ1417.The modeled gravity was interpolated from observed gravity values.
 AQ1417
 AQ1417;                    North         East    Units  Estimated Accuracy
 AQ1417;SPC FL E     -   521,250.      208,960.      MT  (+/- 180 meters Scaled)
 AQ1417
 AQ1417                          SUPERSEDED SURVEY CONTROL
 AQ1417
 AQ1417  NGVD 29 (??/??/92)    3.782  (m)           12.41   (f) ADJ UNCH    1 2
 AQ1417
 AQ1417.Superseded values are not recommended for survey control.
 AQ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1417.See file dsdata.txt to determine how the superseded data were derived.
 AQ1417
 AQ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN089122(NAD 83)
 AQ1417_MARKER: DD = SURVEY DISK
 AQ1417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1417_SP_SET: BRIDGE ABUTMENT
 AQ1417_STAMPING: 3
 AQ1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1417
 AQ1417  HISTORY     - Date     Condition        Report By
 AQ1417  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1417  HISTORY     - 1963     GOOD             NGS
 AQ1417  HISTORY     - 1984     GOOD             USPSQD
 AQ1417
 AQ1417                          STATION DESCRIPTION
 AQ1417
 AQ1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1417'1.7 MI E FROM NEW SMYRNA BEACH.
 AQ1417'1.7 MILES EAST ALONG STATE HIGHWAY 44 FROM ITS INTERSECTION WITH
 AQ1417'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE SOUTH
 AQ1417'END OF THE WEST CONCRETE ABUTMENT OF THE LARGE DRAWBRIDGE OVER THE
 AQ1417'INDIAN RIVER (INTERCOSTAL WATERWAY), 19.5 FEET SOUTH OF THE CENTER
 AQ1417'LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE BRIDGE SURFACE.
 AQ1417'NOTE-- THE FIGURE 3 WAS STAMPED ON THE DISK BY THIS PARTY IN
 AQ1417'1963.
 AQ1417
 AQ1417                          STATION RECOVERY (1984)
 AQ1417
 AQ1417'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0153 ***********************************************************************
 AK0153  DESIGNATION -  3
 AK0153  PID         -  AK0153
 AK0153  STATE/COUNTY-  FL/VOLUSIA
 AK0153  USGS QUAD   -  SANFORD (1988)
 AK0153
 AK0153                         *CURRENT SURVEY CONTROL
 AK0153  ___________________________________________________________________
 AK0153* NAD 83(1986)-  28 50 14.     (N)    081 19 30.     (W)     SCALED    
 AK0153* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 AK0153  ___________________________________________________________________
 AK0153  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AK0153
 AK0153  VERT ORDER  -  ? (See Below)
 AK0153
 AK0153.The horizontal coordinates were scaled from a topographic map and have
 AK0153.an estimated accuracy of +/- 6 seconds.
 AK0153
 AK0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK0153.The vertical order pertains to the NGVD 29 superseded value.
 AK0153
 AK0153.The geoid height was determined by GEOID03.
 AK0153
 AK0153;                    North         East    Units  Estimated Accuracy
 AK0153;SPC FL E     -   499,030.      168,290.      MT  (+/- 180 meters Scaled)
 AK0153
 AK0153                          SUPERSEDED SURVEY CONTROL
 AK0153
 AK0153  NGVD 29 (??/??/92)    2.393  (m)            7.85   (f) ADJ UNCH    ?  
 AK0153
 AK0153.Superseded values are not recommended for survey control.
 AK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0153.See file dsdata.txt to determine how the superseded data were derived.
 AK0153
 AK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM682899(NAD 83)
 AK0153_MARKER: DB = BENCH MARK DISK
 AK0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK0153_SP_SET: PIER
 AK0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0153
 AK0153  HISTORY     - Date     Condition        Report By
 AK0153  HISTORY     - UNK      MONUMENTED       DOD
 AK0153  HISTORY     - 1933     GOOD             NGS
 AK0153  HISTORY     - 1960     MARK NOT FOUND   NGS
 AK0153
 AK0153                          STATION DESCRIPTION
 AK0153
 AK0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AK0153'4.3 MI N FROM SANFORD.
 AK0153'IN VOLUSIA COUNTY, 4.3 MILES NORTH ALONG THE ATLANTIC COAST LINE
 AK0153'RAILROAD FROM THE PASSENGER STATION AT SANFORD, SEMINOLE COUNTY,
 AK0153'AT THE SOUTH END OF THE BRIDGE OVER ST. JOHNS RIVER, AND ON THE
 AK0153'TOP OF THE WEST SIDE OF THE IRON CAISSON OF THE WEST PIER.  A
 AK0153'LIGHTLY CHISELED CROSS.
 AK0153
 AK0153                          STATION RECOVERY (1960)
 AK0153
 AK0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AK0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9456 ***********************************************************************
 AG9456  DESIGNATION -  3 08 44 22
 AG9456  PID         -  AG9456
 AG9456  STATE/COUNTY-  FL/LEE
 AG9456  USGS QUAD   -  BOKEELIA (1994)
 AG9456
 AG9456                         *CURRENT SURVEY CONTROL
 AG9456  ___________________________________________________________________
 AG9456* NAD 83(1999)-  26 39 26.27098(N)    082 07 56.45829(W)     ADJUSTED  
 AG9456* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 AG9456  ___________________________________________________________________
 AG9456  X           -     780,794.475 (meters)                     COMP
 AG9456  Y           -  -5,650,313.913 (meters)                     COMP
 AG9456  Z           -   2,844,322.350 (meters)                     COMP
 AG9456  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AG9456  ELLIP HEIGHT-         -19.66  (meters)          (07/06/01) GPS OBS
 AG9456  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AG9456
 AG9456  HORZ ORDER  -  FIRST
 AG9456  ELLP ORDER  -  FOURTH    CLASS II
 AG9456
 AG9456.The horizontal coordinates were established by GPS observations
 AG9456.and adjusted by the National Geodetic Survey in July 2001..
 AG9456
 AG9456.The orthometric height was determined by GPS observations and a
 AG9456.high-resolution geoid model.
 AG9456
 AG9456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9456
 AG9456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9456
 AG9456.The ellipsoidal height was determined by GPS observations
 AG9456.and is referenced to NAD 83.
 AG9456
 AG9456.The geoid height was determined by GEOID03.
 AG9456
 AG9456;                    North         East     Units Scale Factor Converg.
 AG9456;SPC FL W     -   257,441.389   186,824.844   MT  0.99994332   -0 03 33.8
 AG9456;SPC FL W     -   844,622.29    612,941.18   sFT  0.99994332   -0 03 33.8
 AG9456;UTM  17      - 2,948,978.349   387,310.758   MT  0.99975678   -0 30 29.1
 AG9456
 AG9456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9456!SPC FL W     -   1.00000309  x   0.99994332  =   0.99994641
 AG9456!UTM  17      -   1.00000309  x   0.99975678  =   0.99975987
 AG9456
 AG9456                          SUPERSEDED SURVEY CONTROL
 AG9456
 AG9456  NAD 83(1990)-  26 39 26.26933(N)    082 07 56.45752(W) AD(       ) 1
 AG9456  ELLIP H (11/12/93)  -19.62   (m)                       GP(       ) 4 1
 AG9456
 AG9456.Superseded values are not recommended for survey control.
 AG9456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9456.See file dsdata.txt to determine how the superseded data were derived.
 AG9456
 AG9456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8731148978(NAD 83)
 AG9456_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9456_SP_SET: CONCRETE POST
 AG9456_STAMPING: GPS 3-08 44 22 9060 1990
 AG9456_MARK LOGO: DENI  
 AG9456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9456+STABILITY: SURFACE MOTION
 AG9456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9456+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9456
 AG9456  HISTORY     - Date     Condition        Report By
 AG9456  HISTORY     - 1990     MONUMENTED       DENI
 AG9456
 AG9456                          STATION DESCRIPTION
 AG9456
 AG9456'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9456'STATION IS LOCATED NEAR THE CENTER OF SEC.8, TWP 44S, RGE 22E, ON PINE
 AG9456'ISLAND, 16.2 MI (26.1 KM) WEST OF FORT MYERS, 3.5 MI (5.6 KM) SOUTH
 AG9456'OF BOKEELIA.
 AG9456'TO REACH STATION FROM THE JUNCTION OF PINE ISLAND ROAD/COUNTY ROAD 78
 AG9456'AND (HARRY)STRINGFELLOW ROAD/COUNTY ROAD 767, GO NORTH 3.1 MI
 AG9456'(5.0 KM) TO THE STATION ON THE RIGHT ON TOP OF A BERM JUST SOUTH OF
 AG9456'BEAU LANE.
 AG9456'STATION IS 63.4 FT (19.3 M) NORTHEAST OF THE CENTERLINE OF (HARRY)
 AG9456'STRINGFELLOW ROAD, 166.5 FT (50.7 M) SOUTH OF THE CENTERLINE OF BEAU
 AG9456'LANE, 3.5 FT (1.1 M) WEST SOUTHWEST OF WOOD FENCE POST, 4.3 FT
 AG9456'(1.3 M) WEST OF A WITNESS POST.
 AG9456'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9456'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AG9456'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5227 ***********************************************************************
 AG5227  DESIGNATION -  3 13.64 FLHD
 AG5227  PID         -  AG5227
 AG5227  STATE/COUNTY-  FL/PINELLAS
 AG5227  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG5227
 AG5227                         *CURRENT SURVEY CONTROL
 AG5227  ___________________________________________________________________
 AG5227* NAD 83(1986)-  27 39 49.     (N)    082 40 38.     (W)     SCALED    
 AG5227* NAVD 88     -         3.623  (meters)      11.89   (feet)  ADJUSTED  
 AG5227  ___________________________________________________________________
 AG5227  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG5227  DYNAMIC HT  -           3.618 (meters)      11.87  (feet)  COMP
 AG5227  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 AG5227
 AG5227  VERT ORDER  -  FIRST     CLASS II
 AG5227
 AG5227.The horizontal coordinates were scaled from a topographic map and have
 AG5227.an estimated accuracy of +/- 6 seconds.
 AG5227
 AG5227.The orthometric height was determined by differential leveling
 AG5227.and adjusted by the National Geodetic Survey in June 1991..
 AG5227
 AG5227.The geoid height was determined by GEOID03.
 AG5227
 AG5227.The dynamic height is computed by dividing the NAVD 88
 AG5227.geopotential number by the normal gravity value computed on the
 AG5227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5227.degrees latitude (g = 980.6199 gals.).
 AG5227
 AG5227.The modeled gravity was interpolated from observed gravity values.
 AG5227
 AG5227;                    North         East    Units  Estimated Accuracy
 AG5227;SPC FL W     -   369,120.      133,180.      MT  (+/- 180 meters Scaled)
 AG5227
 AG5227                          SUPERSEDED SURVEY CONTROL
 AG5227
 AG5227  NGVD 29 (??/??/92)    3.911  (m)           12.83   (f) ADJ UNCH    1 2
 AG5227
 AG5227.Superseded values are not recommended for survey control.
 AG5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5227.See file dsdata.txt to determine how the superseded data were derived.
 AG5227
 AG5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345610(NAD 83)
 AG5227_MARKER: DD = SURVEY DISK
 AG5227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5227_SP_SET: BRIDGE
 AG5227_STAMPING: 3 13.64
 AG5227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5227
 AG5227  HISTORY     - Date     Condition        Report By
 AG5227  HISTORY     - UNK      MONUMENTED       FLHD
 AG5227  HISTORY     - 1972     GOOD             NGS
 AG5227  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 AG5227
 AG5227                          STATION DESCRIPTION
 AG5227
 AG5227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5227'10 MI S FROM ST PETERSBURG.
 AG5227'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5227'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5227'THENCE 7.5 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5227'SUNSHINE SKYWAY), AT THE NORTHWEST CORNER OF THE MORE EASTERLY OF
 AG5227'TWO LONG CONCRETE HIGHWAY BRIDGES, SET IN THE TOP OF THE WEST END
 AG5227'OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE, 21 1/2 FEET WEST OF
 AG5227'THE CENTER LINE OF THE TWO EAST TRAFFIC LANES OF THE HIGHWAY,
 AG5227'2.5 FEET WEST OF THE NORTH END OF THE WEST CONCRETE GUARDRAIL ON
 AG5227'THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
 AG5227
 AG5227                          STATION RECOVERY (2002)
 AG5227
 AG5227'RECOVERY NOTE BY US POWER SQUADRON 2002 (WJE)
 AG5227'DESTROYED.  ON PORTION OF OLD BRIDGE (BUNCES PASS BRIDGE) WHICH WAS
 AG5227'REMOVED AND REPLACED WITH A NEW BRIDGE IN 1991.  DESCRIPTION NOT
 AG5227'VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9457 ***********************************************************************
 AG9457  DESIGNATION -  3 26 45 22
 AG9457  PID         -  AG9457
 AG9457  STATE/COUNTY-  FL/LEE
 AG9457  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG9457
 AG9457                         *CURRENT SURVEY CONTROL
 AG9457  ___________________________________________________________________
 AG9457* NAD 83(1999)-  26 31 17.12794(N)    082 05 07.57955(W)     ADJUSTED  
 AG9457* NAVD 88     -         1.2    (meters)       4.     (feet)  GPS OBS   
 AG9457  ___________________________________________________________________
 AG9457  X           -     786,347.874 (meters)                     COMP
 AG9457  Y           -  -5,656,344.294 (meters)                     COMP
 AG9457  Z           -   2,830,859.000 (meters)                     COMP
 AG9457  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AG9457  ELLIP HEIGHT-         -22.44  (meters)          (07/06/01) GPS OBS
 AG9457  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AG9457
 AG9457  HORZ ORDER  -  FIRST
 AG9457  ELLP ORDER  -  FOURTH    CLASS II
 AG9457
 AG9457.The horizontal coordinates were established by GPS observations
 AG9457.and adjusted by the National Geodetic Survey in July 2001..
 AG9457
 AG9457.The orthometric height was determined by GPS observations and a
 AG9457.high-resolution geoid model.
 AG9457
 AG9457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9457
 AG9457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9457
 AG9457.The ellipsoidal height was determined by GPS observations
 AG9457.and is referenced to NAD 83.
 AG9457
 AG9457.The geoid height was determined by GEOID03.
 AG9457
 AG9457;                    North         East     Units Scale Factor Converg.
 AG9457;SPC FL W     -   242,383.942   191,484.681   MT  0.99994207   -0 02 17.3
 AG9457;SPC FL W     -   795,221.32    628,229.32   sFT  0.99994207   -0 02 17.3
 AG9457;UTM  17      - 2,933,887.855   391,851.939   MT  0.99974440   -0 29 05.0
 AG9457
 AG9457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9457!SPC FL W     -   1.00000353  x   0.99994207  =   0.99994560
 AG9457!UTM  17      -   1.00000353  x   0.99974440  =   0.99974792
 AG9457
 AG9457                          SUPERSEDED SURVEY CONTROL
 AG9457
 AG9457  NAD 83(1990)-  26 31 17.12618(N)    082 05 07.57878(W) AD(       ) 1
 AG9457  ELLIP H (11/12/93)  -22.38   (m)                       GP(       ) 4 1
 AG9457
 AG9457.Superseded values are not recommended for survey control.
 AG9457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9457.See file dsdata.txt to determine how the superseded data were derived.
 AG9457
 AG9457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9185233888(NAD 83)
 AG9457_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9457_SP_SET: CONCRETE POST
 AG9457_STAMPING: GPS 3-26 45 22 9057 1990
 AG9457_MARK LOGO: DENI  
 AG9457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9457+STABILITY: SURFACE MOTION
 AG9457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9457+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9457
 AG9457  HISTORY     - Date     Condition        Report By
 AG9457  HISTORY     - 1990     MONUMENTED       DENI
 AG9457
 AG9457                          STATION DESCRIPTION
 AG9457
 AG9457'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9457'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC. 26, TWP 45S, RGE
 AG9457'22E, ON PINE ISLAND, 15.7 MI (25.3 KM) SOUTHWEST OF FORT MYERS, 2 MI
 AG9457'(3.2 KM) NORTH OF ST. JAMES CITY.
 AG9457'TO REACH STATION FROM THE JUNCTION OF PINE ISLAND ROAD/COUNTY ROAD 78
 AG9457'AND (HARRY)STRINGFELLOW ROAD/COUNTY ROAD 767, GO SOUTH 6.6 MI
 AG9457'(10.6 KM) ON (HARRY)STRINGFELLOW ROAD TO THE ST.JAMES WATER PUMPING
 AG9457'SUBSTATION AND THE STATION ON THE LEFT.
 AG9457'STATION IS 49.7 FT (15.1 M) EAST OF THE CENTERLINE OF (HARRY)
 AG9457'STRINGFELLOW ROAD, 9.0 FT (2.7 M) NORTH OF THE CENTERLINE OF A PAVED
 AG9457'ENTRANCE DRIVE TO THE SUBSTATION, 152.5 FT (46.5 M) SOUTH OF THE
 AG9457'CENTERLINE OF CASTILE ROAD (GRAVEL), 118.7 FT (36.2 M) SOUTH OF A
 AG9457'POWER POLE, 6.5 FT (2.0 M) WEST OF A WITNESS POST.
 AG9457'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINIUM SURVEY MARK
 AG9457'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AG9457'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8673 ***********************************************************************
 AD8673  DESIGNATION -  3 31 44 24
 AD8673  PID         -  AD8673
 AD8673  STATE/COUNTY-  FL/LEE
 AD8673  USGS QUAD   -  FORT MYERS SW (1987)
 AD8673
 AD8673                         *CURRENT SURVEY CONTROL
 AD8673  ___________________________________________________________________
 AD8673* NAD 83(1999)-  26 35 36.69639(N)    081 57 23.19542(W)     ADJUSTED  
 AD8673* NAVD 88     -         2.0    (meters)       7.     (feet)  GPS OBS   
 AD8673  ___________________________________________________________________
 AD8673  X           -     798,580.845 (meters)                     COMP
 AD8673  Y           -  -5,651,023.490 (meters)                     COMP
 AD8673  Z           -   2,838,004.989 (meters)                     COMP
 AD8673  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AD8673  ELLIP HEIGHT-         -21.91  (meters)          (07/06/01) GPS OBS
 AD8673  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AD8673
 AD8673  HORZ ORDER  -  FIRST
 AD8673  ELLP ORDER  -  FOURTH    CLASS II
 AD8673
 AD8673.The horizontal coordinates were established by GPS observations
 AD8673.and adjusted by the National Geodetic Survey in July 2001..
 AD8673
 AD8673.The orthometric height was determined by GPS observations and a
 AD8673.high-resolution geoid model.
 AD8673
 AD8673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8673
 AD8673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8673
 AD8673.The ellipsoidal height was determined by GPS observations
 AD8673.and is referenced to NAD 83.
 AD8673
 AD8673.The geoid height was determined by GEOID03.
 AD8673
 AD8673;                    North         East     Units Scale Factor Converg.
 AD8673;SPC FL W     -   250,370.070   204,338.409   MT  0.99994141   +0 01 10.2
 AD8673;SPC FL W     -   821,422.47    670,400.26   sFT  0.99994141   +0 01 10.2
 AD8673;UTM  17      - 2,941,771.746   404,764.840   MT  0.99971197   -0 25 41.5
 AD8673
 AD8673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8673!SPC FL W     -   1.00000344  x   0.99994141  =   0.99994485
 AD8673!UTM  17      -   1.00000344  x   0.99971197  =   0.99971541
 AD8673
 AD8673                          SUPERSEDED SURVEY CONTROL
 AD8673
 AD8673  NAD 83(1990)-  26 35 36.69456(N)    081 57 23.19465(W) AD(       ) 1
 AD8673  ELLIP H (11/12/93)  -21.85   (m)                       GP(       ) 4 1
 AD8673
 AD8673.Superseded values are not recommended for survey control.
 AD8673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8673.See file dsdata.txt to determine how the superseded data were derived.
 AD8673
 AD8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0476541772(NAD 83)
 AD8673_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8673_SP_SET: CONCRETE POST
 AD8673_STAMPING: GPS 3-31 44 24 9063 1990
 AD8673_MARK LOGO: DENI  
 AD8673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8673+STABILITY: SURFACE MOTION
 AD8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8673+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 AD8673
 AD8673  HISTORY     - Date     Condition        Report By
 AD8673  HISTORY     - 1990     MONUMENTED       DENI
 AD8673  HISTORY     - 19910110 GOOD
 AD8673
 AD8673                          STATION DESCRIPTION
 AD8673
 AD8673'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8673'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC.31, TWP 44S, RGE
 AD8673'24E, IN CAPE CORAL, 6.3 MI (10.1 KM) SOUTHWEST OF FORT MYERS.
 AD8673'TO REACH STATION FROM THE JUNCTION OF CLEVELAND AVENUE/U.S.HIGHWAY 41
 AD8673'AND PINE ISLAND ROAD/STATE ROUTE 78, GO WESTERLY ON PINE ISLAND ROAD
 AD8673'2.7 MI (4.3 KM) TO DEL PRADO BOULEVARD, THEN SOUTH 2.15 MI (3.46 KM)
 AD8673'TO VISCAYA PARKWAY, THEN WEST 0.55 MI (0.89 KM) AND SOUTHWEST 0.6 MI
 AD8673'(1.0 KM) ON VISCAYA PKWY TO THE JUNCTION WITH NICHOLAS PARKWAY AND
 AD8673'COUNTRY CLUB BOULEVARD, THEN SOUTH 2.5 MI (4.0 KM) ON COUNTRY CLUB
 AD8673'BLVD TO THE STATION IN THE MEDIAN NORTH OF THE JUNCTION WITH SE 31ST
 AD8673'LANE.
 AD8673'STATION IS 14.8 FT (4.5 M) WEST OF THE CENTERLINE OF NORTHBOUND
 AD8673'COUNTRY CLUB BLVD, 33.0 FT (10.1 M) NORTH OF THE CENTERLINE OF SE
 AD8673'31ST LANE PROJECTED, 24.2 FT (7.4 M) EAST OF THE CENTERLINE OF
 AD8673'SOUTHBOUND THRU LANES OF COUNTRY CLUB BLVD, 104.25 FT (31.78 M)
 AD8673'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE LOCATED AT 3134 COUNTRY
 AD8673'CLUB BLVD, 116.15 FT (35.40 M) NORTHWEST OF THE NORTHWEST CORNER OF
 AD8673'THE HOUSE LOCATED AT 902 SE 31ST LANE, 128.7 FT (39.2 M) SOUTHWEST OF
 AD8673'A POWER POLE. NO WITNESS POST SET.
 AD8673'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8673'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW
 AD8673'GROUND LEVEL.
 AD8673
 AD8673                          STATION RECOVERY (1991)
 AD8673
 AD8673'RECOVERED 1991
 AD8673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8674 ***********************************************************************
 AD8674  DESIGNATION -  3 31 47 25
 AD8674  PID         -  AD8674
 AD8674  STATE/COUNTY-  FL/LEE
 AD8674  USGS QUAD   -  BONITA SPRINGS (1987)
 AD8674
 AD8674                         *CURRENT SURVEY CONTROL
 AD8674  ___________________________________________________________________
 AD8674* NAD 83(1999)-  26 19 50.62340(N)    081 50 41.91339(W)     ADJUSTED  
 AD8674* NAVD 88     -         1.9    (meters)       6.     (feet)  GPS OBS   
 AD8674  ___________________________________________________________________
 AD8674  X           -     811,413.688 (meters)                     COMP
 AD8674  Y           -  -5,662,302.525 (meters)                     COMP
 AD8674  Z           -   2,811,938.948 (meters)                     COMP
 AD8674  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AD8674  ELLIP HEIGHT-         -21.91  (meters)          (07/06/01) GPS OBS
 AD8674  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AD8674
 AD8674  HORZ ORDER  -  FIRST
 AD8674  ELLP ORDER  -  FOURTH    CLASS II
 AD8674
 AD8674.The horizontal coordinates were established by GPS observations
 AD8674.and adjusted by the National Geodetic Survey in July 2001..
 AD8674
 AD8674.The orthometric height was determined by GPS observations and a
 AD8674.high-resolution geoid model.
 AD8674
 AD8674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8674
 AD8674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8674
 AD8674.The ellipsoidal height was determined by GPS observations
 AD8674.and is referenced to NAD 83.
 AD8674
 AD8674.The geoid height was determined by GEOID03.
 AD8674
 AD8674;                    North         East     Units Scale Factor Converg.
 AD8674;SPC FL W     -   221,263.590   215,476.038   MT  0.99994413   +0 04 07.5
 AD8674;SPC FL W     -   725,928.96    706,940.97   sFT  0.99994413   +0 04 07.5
 AD8674;SPC FL E     -   221,530.216   115,644.320   MT  1.00002900   -0 22 29.3
 AD8674;SPC FL E     -   726,803.72    379,409.74   sFT  1.00002900   -0 22 29.3
 AD8674;UTM  17      - 2,912,586.612   415,673.102   MT  0.99968779   -0 22 29.3
 AD8674
 AD8674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8674!SPC FL W     -   1.00000344  x   0.99994413  =   0.99994757
 AD8674!SPC FL E     -   1.00000344  x   1.00002900  =   1.00003244
 AD8674!UTM  17      -   1.00000344  x   0.99968779  =   0.99969123
 AD8674
 AD8674                          SUPERSEDED SURVEY CONTROL
 AD8674
 AD8674  NAD 83(1990)-  26 19 50.62166(N)    081 50 41.91279(W) AD(       ) 1
 AD8674  ELLIP H (11/12/93)  -21.84   (m)                       GP(       ) 4 1
 AD8674
 AD8674.Superseded values are not recommended for survey control.
 AD8674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8674.See file dsdata.txt to determine how the superseded data were derived.
 AD8674
 AD8674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1567312587(NAD 83)
 AD8674_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8674_SP_SET: CONCRETE POST
 AD8674_STAMPING: 3-31 47 25 9054 1990
 AD8674_MARK LOGO: DENI  
 AD8674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8674+STABILITY: SURFACE MOTION
 AD8674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8674+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AD8674
 AD8674  HISTORY     - Date     Condition        Report By
 AD8674  HISTORY     - 1990     MONUMENTED       DENI
 AD8674  HISTORY     - 19980404 POOR             USPSQD
 AD8674
 AD8674                          STATION DESCRIPTION
 AD8674
 AD8674'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8674'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC.31, TWP 47S, RGE
 AD8674'25E, 21.4 MI (34.4 KM) SOUTH OF FORT MYERS, IN BONITA BEACH, 5.9 MI
 AD8674'(9.5 KM) WEST OF THE JUNCTION OF I-75 AND BONITA BEACH ROAD/COUNTY
 AD8674'ROAD 865, EXIT 18.
 AD8674'TO REACH THE STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD
 AD8674'(2 LANES), GO WEST 3.4 MI (5.5 KM) ON BONITA BEACH ROAD TO THE
 AD8674'INTERSECTION WITH U.S.HIGHWAY 41/TAMIAMI TRAIL, THEN CONTINUE WEST ON
 AD8674'BONITA BEACH ROAD 2.5 MI (4.0 KM) TO A CURVE TO THE RIGHT AND THE
 AD8674'STATION ON THE LEFT.
 AD8674'STATION IS 26.3 FT (8.0 M) (RADIAL) SOUTHWEST OF THE CENTERLINE OF
 AD8674'BONITA BEACH ROAD, 94 FT (28.7 M) NORTH OF THE CENTERLINE OF A PAVED
 AD8674'BEACH ACCESS ROAD, 32.9 FT (10.0 M) EAST SOUTHEAST OF A 12 INCH
 AD8674'CABBAGE PALM, 55.0 FT (16.8 M) NORTHWEST OF AN 11 INCH CABBAGE PALM,
 AD8674'2.8 FT (0.9 M) WEST OF A WITNESS POST.
 AD8674'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8674'DISK SET IN TOP OF AN 11 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AD8674'GROUND.
 AD8674
 AD8674                          STATION RECOVERY (1998)
 AD8674
 AD8674'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8674'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8675 ***********************************************************************
 AD8675  DESIGNATION -  3 34 46 27
 AD8675  PID         -  AD8675
 AD8675  STATE/COUNTY-  FL/LEE
 AD8675  USGS QUAD   -  CORKSCREW (1973)
 AD8675
 AD8675                         *CURRENT SURVEY CONTROL
 AD8675  ___________________________________________________________________
 AD8675* NAD 83(1999)-  26 25 24.89225(N)    081 36 36.48552(W)     ADJUSTED  
 AD8675* NAVD 88     -         7.7    (meters)      25.     (feet)  GPS OBS   
 AD8675  ___________________________________________________________________
 AD8675  X           -     833,949.000 (meters)                     COMP
 AD8675  Y           -  -5,654,412.368 (meters)                     COMP
 AD8675  Z           -   2,821,157.738 (meters)                     COMP
 AD8675  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AD8675  ELLIP HEIGHT-         -16.55  (meters)          (07/06/01) GPS OBS
 AD8675  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AD8675
 AD8675  HORZ ORDER  -  FIRST
 AD8675  ELLP ORDER  -  FOURTH    CLASS II
 AD8675
 AD8675.The horizontal coordinates were established by GPS observations
 AD8675.and adjusted by the National Geodetic Survey in July 2001..
 AD8675
 AD8675.The orthometric height was determined by GPS observations and a
 AD8675.high-resolution geoid model.
 AD8675
 AD8675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8675
 AD8675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8675
 AD8675.The ellipsoidal height was determined by GPS observations
 AD8675.and is referenced to NAD 83.
 AD8675
 AD8675.The geoid height was determined by GEOID03.
 AD8675
 AD8675;                    North         East     Units Scale Factor Converg.
 AD8675;SPC FL W     -   231,600.054   238,889.258   MT  0.99995984   +0 10 24.6
 AD8675;SPC FL W     -   759,841.18    783,755.84   sFT  0.99995984   +0 10 24.6
 AD8675;SPC FL E     -   231,685.384   139,138.303   MT  0.99998689   -0 16 17.5
 AD8675;SPC FL E     -   760,121.13    456,489.58   sFT  0.99998689   -0 16 17.5
 AD8675;UTM  17      - 2,922,738.315   439,159.068   MT  0.99964570   -0 16 17.5
 AD8675
 AD8675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8675!SPC FL W     -   1.00000260  x   0.99995984  =   0.99996244
 AD8675!SPC FL E     -   1.00000260  x   0.99998689  =   0.99998949
 AD8675!UTM  17      -   1.00000260  x   0.99964570  =   0.99964830
 AD8675
 AD8675                          SUPERSEDED SURVEY CONTROL
 AD8675
 AD8675  NAD 83(1990)-  26 25 24.89057(N)    081 36 36.48436(W) AD(       ) 1
 AD8675  ELLIP H (11/12/93)  -16.50   (m)                       GP(       ) 4 1
 AD8675
 AD8675.Superseded values are not recommended for survey control.
 AD8675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8675.See file dsdata.txt to determine how the superseded data were derived.
 AD8675
 AD8675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3915922738(NAD 83)
 AD8675_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8675_SP_SET: CONCRETE POST
 AD8675_STAMPING: GPS 3-34 46 27 9086 1990
 AD8675_MARK LOGO: DENI  
 AD8675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8675+STABILITY: SURFACE MOTION
 AD8675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8675+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8675
 AD8675  HISTORY     - Date     Condition        Report By
 AD8675  HISTORY     - 1990     MONUMENTED       DENI
 AD8675  HISTORY     - 19910108 GOOD
 AD8675
 AD8675                          STATION DESCRIPTION
 AD8675
 AD8675'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8675'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 34, TWP 46S,
 AD8675'RGE 27E, 21.9 MI (35.2 KM) SOUTHEAST OF FORT MYERS, 0.2 MI (0.3 KM)
 AD8675'NORTH OF THE LEE/COLLIER COUNTY LINE, 10.4 MI (16.7 KM) EAST OF THE
 AD8675'JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8675'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY
 AD8675'ROAD 850, EXIT 19, GO EAST 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE
 AD8675'JUNCTION WITH ALICO ROAD, THEN CONTINUE EAST ON CORKSCREW ROAD 7.0 MI
 AD8675'(11.3 KM) TO A GRAVEL ROAD LEADING SOUTH, THEN SOUTH 1.0 MI (1.6 KM)
 AD8675'ON GRAVEL ROAD TO A DIRT FARM ROAD LEADING WEST, THEN 0.5 MI (0.8 KM)
 AD8675'WEST ON DIRT FARM ROAD TO AN -S- CURVE AT A DITCH CROSSING, THEN CROSS
 AD8675'TO THE SOUTH SIDE OF A DRAINAGE DITCH AT A HOUSE AND CONTINUE WEST
 AD8675'0.25 MI (0.40 KM) ALONG THE NORTH SIDE OF A CITRUS GROVE TO A 90
 AD8675'DEGREE CURVE TO THE SOUTH, THEN SOUTH 0.8 MI (1.3 KM) ON DIRT FARM
 AD8675'ROAD TO A 90 DEGREE CURVE TO THE WEST, THEN WESTERLY 0.2 MI (0.3 KM)
 AD8675'THROUGH -S- CURVES IN THE DIRT ROAD AND PAST FARM BUILDINGS ON THE
 AD8675'LEFT AND A HOUSE TRAILER ON THE RIGHT TO THE WEST SIDE OF A GRASSY
 AD8675'YARD AND THE STATION.
 AD8675'STATION IS 60 FT (18.3 M) SOUTH OF THE SOUTH EDGE OF CITRUS GROVE,
 AD8675'88.7 FT (27.0 M) SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 131.9 FT
 AD8675'(40.2 M) WEST OF THE SOUTHWEST CORNER OF THE HOUSE TRAILER, 62.0 FT
 AD8675'(18.9 M) NORTHEAST OF THE NORTHWEST CORNER OF A DRAINAGE STRUCTURE
 AD8675'NEAR A DITCH INTERSECTION, 18.8 FT (5.7 M) EAST OF A WITNESS POST AT
 AD8675'THE TOP OF BANK OF A DITCH.
 AD8675'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8675'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW
 AD8675'GROUND LEVEL.
 AD8675
 AD8675                          STATION RECOVERY (1991)
 AD8675
 AD8675'RECOVERED 1991
 AD8675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9566 ***********************************************************************
 DG9566  DESIGNATION -  3 3404004
 DG9566  PID         -  DG9566
 DG9566  STATE/COUNTY-  FL/LEVY
 DG9566  USGS QUAD   -  MORRISTON (1993)
 DG9566
 DG9566                         *CURRENT SURVEY CONTROL
 DG9566  ___________________________________________________________________
 DG9566* NAD 83(1986)-  29 16 22.     (N)    082 26 34.     (W)     SCALED    
 DG9566* NAVD 88     -        18.666  (meters)      61.24   (feet)  ADJUSTED  
 DG9566  ___________________________________________________________________
 DG9566  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DG9566  DYNAMIC HT  -          18.640 (meters)      61.15  (feet)  COMP
 DG9566  MODELED GRAV-     979,254.0   (mgal)                       NAVD 88
 DG9566
 DG9566  VERT ORDER  -  FIRST     CLASS II
 DG9566
 DG9566.The horizontal coordinates were scaled from a topographic map and have
 DG9566.an estimated accuracy of +/- 6 seconds.
 DG9566
 DG9566.The orthometric height was determined by differential leveling
 DG9566.and adjusted by the National Geodetic Survey in May 2005..
 DG9566.No vertical observational check was made to the station.
 DG9566
 DG9566.The geoid height was determined by GEOID03.
 DG9566
 DG9566.The dynamic height is computed by dividing the NAVD 88
 DG9566.geopotential number by the normal gravity value computed on the
 DG9566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9566.degrees latitude (g = 980.6199 gals.).
 DG9566
 DG9566.The modeled gravity was interpolated from observed gravity values.
 DG9566
 DG9566;                    North         East    Units  Estimated Accuracy
 DG9566;SPC FL W     -   547,340.      156,970.      MT  (+/- 180 meters Scaled)
 DG9566
 DG9566                          SUPERSEDED SURVEY CONTROL
 DG9566
 DG9566.No superseded survey control is available for this station.
 DG9566
 DG9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN598390(NAD 83)
 DG9566_MARKER: DD = SURVEY DISK
 DG9566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9566_STAMPING: BM 3 3404004
 DG9566_MARK LOGO: FLDT  
 DG9566_PROJECTION: RECESSED 5 CENTIMETERS
 DG9566_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9566+STABILITY: SURFACE MOTION
 DG9566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9566+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 DG9566
 DG9566  HISTORY     - Date     Condition        Report By
 DG9566  HISTORY     - UNK      MONUMENTED       FLDT
 DG9566  HISTORY     - 20030916 GOOD             FLDEP
 DG9566
 DG9566                          STATION DESCRIPTION
 DG9566
 DG9566'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9566'THE MARK IS ABOUT 7.7 MI SOUTH OF WILLISTON, IN SECTION 7, TOWNSHIP 14
 DG9566'SOUTH, RANGE 19  EAST.
 DG9566' 
 DG9566'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND,
 DG9566'STATE ROAD 121  AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF
 DG9566'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41  FOR 5.05 MI TO THE JUNCTION OF
 DG9566'SOUTHEAST 11TH PLACE ON THE RIGHT, CONTINUE SOUTH ON U.S.  HIGHWAY 41
 DG9566'FOR 2.85 MI TO THE JUNCTION OF SOUTHEAST 39TH PLACE ON THE RIGHT AND
 DG9566'THE  MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DG9566'RECESSED 0.2 FT BELOW  THE LEVEL OF THE GROUND AND ABOUT 2.0 FT BELOW
 DG9566'THE LEVEL OF U.S. HIGHWAY 41.
 DG9566' 
 DG9566'LOCATED 43.0 FT SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF
 DG9566'SOUTHEAST 39TH PLACE,  42.2 FT EAST-NORTHEAST OF THE APPROXIMATE
 DG9566'CENTERLINE OF U.S. HIGHWAY 41, 2.4 FT  WEST-SOUTHWEST OF A CARSONITE
 DG9566'WITNESS POST AND 2.1 FT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6326 ***********************************************************************
 AL6326  DESIGNATION -  3 A
 AL6326  PID         -  AL6326
 AL6326  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6326  USGS QUAD   -  CITRUS PARK (1987)
 AL6326
 AL6326                         *CURRENT SURVEY CONTROL
 AL6326  ___________________________________________________________________
 AL6326* NAD 83(1986)-  28 06 03.     (N)    082 34 51.     (W)     SCALED    
 AL6326* NAVD 88     -        13.662  (meters)      44.82   (feet)  ADJUSTED  
 AL6326  ___________________________________________________________________
 AL6326  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AL6326  DYNAMIC HT  -          13.642 (meters)      44.76  (feet)  COMP
 AL6326  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL6326
 AL6326  VERT ORDER  -  FIRST     CLASS II
 AL6326
 AL6326.The horizontal coordinates were scaled from a topographic map and have
 AL6326.an estimated accuracy of +/- 6 seconds.
 AL6326
 AL6326.The orthometric height was determined by differential leveling
 AL6326.and adjusted by the National Geodetic Survey in June 1991..
 AL6326
 AL6326.The geoid height was determined by GEOID03.
 AL6326
 AL6326.The dynamic height is computed by dividing the NAVD 88
 AL6326.geopotential number by the normal gravity value computed on the
 AL6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6326.degrees latitude (g = 980.6199 gals.).
 AL6326
 AL6326.The modeled gravity was interpolated from observed gravity values.
 AL6326
 AL6326;                    North         East    Units  Estimated Accuracy
 AL6326;SPC FL W     -   417,520.      142,920.      MT  (+/- 180 meters Scaled)
 AL6326
 AL6326                          SUPERSEDED SURVEY CONTROL
 AL6326
 AL6326  NGVD 29 (??/??/92)   13.914  (m)           45.65   (f) ADJ UNCH    1 2
 AL6326
 AL6326.Superseded values are not recommended for survey control.
 AL6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6326.See file dsdata.txt to determine how the superseded data were derived.
 AL6326
 AL6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM447093(NAD 83)
 AL6326_MARKER: DD = SURVEY DISK
 AL6326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6326_SP_SET: CULVERT
 AL6326_STAMPING: 3A
 AL6326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6326
 AL6326  HISTORY     - Date     Condition        Report By
 AL6326  HISTORY     - UNK      MONUMENTED       FLHD
 AL6326  HISTORY     - 1966     GOOD             NGS
 AL6326  HISTORY     - 20010412 POOR             USPSQD
 AL6326  HISTORY     - 20021221 POOR             USPSQD
 AL6326
 AL6326                          STATION DESCRIPTION
 AL6326
 AL6326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AL6326'1.9 MI N FROM CITRUS PARK.
 AL6326'ABOUT 1.9 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6326'ELEMENTARY SCHOOL AT CITRUS PARK, 0.15 MILE SOUTH OF THE JUNCTION
 AL6326'OF RACE TRACK ROAD, 0.1 MILE NORTHWEST OF THE CROSSING OF THE
 AL6326'SEABOARD AIR LINE RAILROAD, 19.0 FEET EAST OF THE CENTER LINE
 AL6326'OF THE HIGHWAY, ABOUT 0.6 FOOT BELOW THE LEVEL OF THE HIGHWAY
 AL6326'AND IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 AL6326'FOR A 36-INCH PIPE CULVERT UNDER THE HIGHWAY.
 AL6326
 AL6326                          STATION RECOVERY (2001)
 AL6326
 AL6326'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6326'TWO THIRDS OF DISK MISSING. ONE THIRD OF DISK ATTACHED TO CONCRETE
 AL6326'HEADWALL AS DESCRIBED.
 AL6326
 AL6326                          STATION RECOVERY (2002)
 AL6326
 AL6326'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AL6326'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3627 ***********************************************************************
 BG3627  DESIGNATION -  3 CMP USGS
 BG3627  PID         -  BG3627
 BG3627  STATE/COUNTY-  FL/ESCAMBIA
 BG3627  USGS QUAD   -  PERDIDO BAY (1992)
 BG3627
 BG3627                         *CURRENT SURVEY CONTROL
 BG3627  ___________________________________________________________________
 BG3627* NAD 83(1986)-  30 19 30.     (N)    087 23 07.     (W)     SCALED    
 BG3627* NAVD 88     -         6.131  (meters)      20.11   (feet)  ADJUSTED  
 BG3627  ___________________________________________________________________
 BG3627  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3627  DYNAMIC HT  -           6.123 (meters)      20.09  (feet)  COMP
 BG3627  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BG3627
 BG3627  VERT ORDER  -  SECOND    CLASS I
 BG3627
 BG3627.The horizontal coordinates were scaled from a topographic map and have
 BG3627.an estimated accuracy of +/- 6 seconds.
 BG3627
 BG3627.The orthometric height was determined by differential leveling
 BG3627.and adjusted by the National Geodetic Survey in June 1991..
 BG3627
 BG3627.The geoid height was determined by GEOID03.
 BG3627
 BG3627.The dynamic height is computed by dividing the NAVD 88
 BG3627.geopotential number by the normal gravity value computed on the
 BG3627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3627.degrees latitude (g = 980.6199 gals.).
 BG3627
 BG3627.The modeled gravity was interpolated from observed gravity values.
 BG3627
 BG3627;                    North         East    Units  Estimated Accuracy
 BG3627;SPC FL N     -   150,380.      322,570.      MT  (+/- 180 meters Scaled)
 BG3627
 BG3627                          SUPERSEDED SURVEY CONTROL
 BG3627
 BG3627.No superseded survey control is available for this station.
 BG3627
 BG3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU629548(NAD 83)
 BG3627_MARKER: DD = SURVEY DISK
 BG3627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3627_SP_SET: CONCRETE POST
 BG3627_STAMPING: 20 3 CMP 1965
 BG3627_MARK LOGO: USGS  
 BG3627_PROJECTION: PROJECTING 8 CENTIMETERS
 BG3627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3627+STABILITY: SURFACE MOTION
 BG3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3627+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG3627
 BG3627  HISTORY     - Date     Condition        Report By
 BG3627  HISTORY     - 1965     MONUMENTED       USGS
 BG3627  HISTORY     - 1984     GOOD             FLDNR
 BG3627  HISTORY     - 20030525 GOOD             USPSQD
 BG3627  HISTORY     - 20040806 GOOD             USPSQD
 BG3627  HISTORY     - 20050808 GOOD             USPSQD
 BG3627
 BG3627                          STATION DESCRIPTION
 BG3627
 BG3627'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3627'2.25 MI ENE FROM PERDIDO BAY.
 BG3627'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3627'THE COMMUNITY OF PERDIDO BAY, GO 2.25 MILES EASTERLY ON COUNTY ROAD
 BG3627'292 A TO THE MARK.  THE MARK BEARS 42.1 FEET SOUTH-SOUTHEAST OF THE
 BG3627'CENTERLINE OF 292 A, 29 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 BG3627'SEAGLADE DRIVE, 8 FEET NORTH OF A FIRE HYDRANT, 6.8 FEET
 BG3627'WEST-SOUTHWEST OF A POWER POLE, AND 0.9 FO0T NORTH-NORTHWEST OF A
 BG3627'WITNESS POST.
 BG3627'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3627
 BG3627                          STATION RECOVERY (2003)
 BG3627
 BG3627'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3627'RECOVERED IN GOOD CONDITION.
 BG3627
 BG3627                          STATION RECOVERY (2004)
 BG3627
 BG3627'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3627'RECOVERED IN GOOD CONDITION.
 BG3627
 BG3627                          STATION RECOVERY (2005)
 BG3627
 BG3627'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1872 ***********************************************************************
 BD1872  DESIGNATION -  3 DNR
 BD1872  PID         -  BD1872
 BD1872  STATE/COUNTY-  FL/BAKER
 BD1872  USGS QUAD   -  OLUSTEE (1993)
 BD1872
 BD1872                         *CURRENT SURVEY CONTROL
 BD1872  ___________________________________________________________________
 BD1872* NAD 83(1986)-  30 13 03.     (N)    082 25 27.     (W)     SCALED    
 BD1872* NAVD 88     -        47.424  (meters)     155.59   (feet)  ADJUSTED  
 BD1872  ___________________________________________________________________
 BD1872  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BD1872  DYNAMIC HT  -          47.361 (meters)     155.38  (feet)  COMP
 BD1872  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 BD1872
 BD1872  VERT ORDER  -  SECOND    CLASS I
 BD1872
 BD1872.The horizontal coordinates were scaled from a topographic map and have
 BD1872.an estimated accuracy of +/- 6 seconds.
 BD1872
 BD1872.The orthometric height was determined by differential leveling
 BD1872.and adjusted by the National Geodetic Survey in June 1991..
 BD1872
 BD1872.The geoid height was determined by GEOID03.
 BD1872
 BD1872.The dynamic height is computed by dividing the NAVD 88
 BD1872.geopotential number by the normal gravity value computed on the
 BD1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1872.degrees latitude (g = 980.6199 gals.).
 BD1872
 BD1872.The modeled gravity was interpolated from observed gravity values.
 BD1872
 BD1872;                    North         East    Units  Estimated Accuracy
 BD1872;SPC FL N     -   136,780.      799,830.      MT  (+/- 180 meters Scaled)
 BD1872
 BD1872                          SUPERSEDED SURVEY CONTROL
 BD1872
 BD1872  NGVD 29 (09/01/92)   47.688  (m)          156.46   (f) ADJUSTED    2 1
 BD1872
 BD1872.Superseded values are not recommended for survey control.
 BD1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1872.See file dsdata.txt to determine how the superseded data were derived.
 BD1872
 BD1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP629437(NAD 83)
 BD1872_MARKER: DD = SURVEY DISK
 BD1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1872_STAMPING: 3 1976
 BD1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1872+STABILITY: SURFACE MOTION
 BD1872
 BD1872  HISTORY     - Date     Condition        Report By
 BD1872  HISTORY     - 1976     MONUMENTED       FLDNR
 BD1872  HISTORY     - 1976     GOOD             NGS
 BD1872
 BD1872                          STATION DESCRIPTION
 BD1872
 BD1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BD1872'1.0 MI NE FROM OLUSTEE.
 BD1872'FROM THE POST OFFICE AT OLUSTEE, PROCEED NORTH ON S-231 ABOUT 0.5
 BD1872'MILES TO NATIONAL FOREST ROAD 732.  THENCE NORTHEAST ALONG NATIONAL
 BD1872'FOREST ROAD 0.3 MILES TO NATIONAL FOREST ROAD 726.  THENCE NORTH ALONG
 BD1872'NATIONAL FOREST ROD 726, 0.2 MILES TO A Y INTERSECTION.  THENCE
 BD1872'NORTHWARD ALONG THE DIRT ROAD TOWARD THE LAKE APPROXIMATELY 1090 FEET
 BD1872'TO A CONCRETE BOAT RAMP, THE BENCH MARK IS SET FLUSH IN A 9 1/2-INCH
 BD1872'CONCRETE POST, 22 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BOAT
 BD1872'RAMP, 20 FEET NORTHEAST OF A NO LIFEGUARD WOODEN SIGN, 1090 FEET NORTH
 BD1872'FROM 1 (FLA. DNR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8335 ***********************************************************************
 AD8335  DESIGNATION -  3 HORSES
 AD8335  PID         -  AD8335
 AD8335  STATE/COUNTY-  FL/PALM BEACH
 AD8335  USGS QUAD   -  LOXAHATCHEE SE (1984)
 AD8335
 AD8335                         *CURRENT SURVEY CONTROL
 AD8335  ___________________________________________________________________
 AD8335* NAD 83(1999)-  26 35 35.18650(N)    080 15 17.82627(W)     ADJUSTED  
 AD8335* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 AD8335  ___________________________________________________________________
 AD8335  X           -     966,024.126 (meters)                     COMP
 AD8335  Y           -  -5,624,841.815 (meters)                     COMP
 AD8335  Z           -   2,837,963.995 (meters)                     COMP
 AD8335  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AD8335  ELLIP HEIGHT-         -20.66  (meters)          (07/06/01) GPS OBS
 AD8335  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AD8335
 AD8335  HORZ ORDER  -  FIRST
 AD8335  ELLP ORDER  -  FOURTH    CLASS II
 AD8335
 AD8335.The horizontal coordinates were established by GPS observations
 AD8335.and adjusted by the National Geodetic Survey in July 2001..
 AD8335
 AD8335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8335
 AD8335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8335
 AD8335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8335
 AD8335.The ellipsoidal height was determined by GPS observations
 AD8335.and is referenced to NAD 83.
 AD8335
 AD8335.The geoid height was determined by GEOID03.
 AD8335
 AD8335;                    North         East     Units Scale Factor Converg.
 AD8335;SPC FL E     -   250,538.865   274,210.875   MT  1.00000914   +0 20 00.7
 AD8335;SPC FL E     -   821,976.26    899,640.18   sFT  1.00000914   +0 20 00.7
 AD8335;UTM  17      - 2,941,585.364   574,185.554   MT  0.99966794   +0 20 00.7
 AD8335
 AD8335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8335!SPC FL E     -   1.00000325  x   1.00000914  =   1.00001239
 AD8335!UTM  17      -   1.00000325  x   0.99966794  =   0.99967118
 AD8335
 AD8335                          SUPERSEDED SURVEY CONTROL
 AD8335
 AD8335  NAD 83(1990)-  26 35 35.18537(N)    080 15 17.82483(W) AD(       ) 1
 AD8335  ELLIP H (08/13/93)  -20.66   (m)                       GP(       ) 4 1
 AD8335  NAD 83(1990)-  26 35 35.18528(N)    080 15 17.82504(W) AD(       ) 1
 AD8335  ELLIP H (03/31/93)  -20.65   (m)                       GP(       ) 4 1
 AD8335  NGVD 29 (03/31/93)    5.5    (m)           18.     (f) GPS OBS        
 AD8335
 AD8335.Superseded values are not recommended for survey control.
 AD8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8335.See file dsdata.txt to determine how the superseded data were derived.
 AD8335
 AD8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7418641585(NAD 83)
 AD8335_MARKER: DD = SURVEY DISK
 AD8335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8335_SP_SET: CONCRETE POST
 AD8335_STAMPING: 3 HORSES
 AD8335_MARK LOGO: FL-099
 AD8335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8335+STABILITY: SURFACE MOTION
 AD8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8335+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 AD8335
 AD8335  HISTORY     - Date     Condition        Report By
 AD8335  HISTORY     - UNK      MONUMENTED       FL-099
 AD8335  HISTORY     - 19910810 GOOD             ADRGS
 AD8335  HISTORY     - 20030304 GOOD             USPSQD
 AD8335  HISTORY     - 20040419 GOOD             USPSQD
 AD8335
 AD8335                          STATION DESCRIPTION
 AD8335
 AD8335'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8335'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE
 AD8335'441) AND LANTANA ROAD (STATE ROUTE 812), GO NORTH ON STATE ROUTE 7
 AD8335'FOR 1.0 MI (1.61 KM) TO 50TH STREET SOUTH, ALSO KNOWN AS HOMELAND
 AD8335'ROAD. TURN LEFT AND GO WEST ON 50TH STREET SOUTH FOR 3.0 MILES TO
 AD8335'130TH AVENUE SOUTH. TURN LEFT AND GO SOUTH ON 130TH AVENUE FOR 1.0 MI
 AD8335'(1.61 KM) TO THE STATION IN THE NORTHWEST QUADRANT OF A
 AD8335'T-INTERSECTION OF TWO CANALS, AND AT THE INTERSECTION OF 60TH STREET
 AD8335'SOUTH AND 130TH AVENUE SOUTH.
 AD8335'THE STATION IS SOUTH 58.94 FT (17.96 M) FROM THE BASE OF A DEAD END
 AD8335'STREET SIGN, SOUTHEAST 136.58 FT (41.63 M) FROM A NAIL AND TIN TAB 2
 AD8335'FEET UP A 15 INCH PINE, AND WEST 21.61 FT (6.59 M) FROM A REBAR SET
 AD8335'FLUSH WITH THE GROUND ON THE SOUTH SIDE OF 60TH STREET SOUTH.
 AD8335
 AD8335                          STATION RECOVERY (2003)
 AD8335
 AD8335'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8335'MARK IS SLIGHTLY TIPPED TOWARD THE SOUTH
 AD8335
 AD8335                          STATION RECOVERY (2004)
 AD8335
 AD8335'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9836 ***********************************************************************
 AC9836  DESIGNATION -  3 RJN
 AC9836  PID         -  AC9836
 AC9836  STATE/COUNTY-  FL/PUTNAM
 AC9836  USGS QUAD   -  WELAKA (1994)
 AC9836
 AC9836                         *CURRENT SURVEY CONTROL
 AC9836  ___________________________________________________________________
 AC9836* NAD 83(1986)-  29 24 04.     (N)    081 44 12.     (W)     SCALED    
 AC9836* NAVD 88     -        14.397  (meters)      47.23   (feet)  ADJUSTED  
 AC9836  ___________________________________________________________________
 AC9836  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AC9836  DYNAMIC HT  -          14.377 (meters)      47.17  (feet)  COMP
 AC9836  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 AC9836
 AC9836  VERT ORDER  -  SECOND    CLASS I
 AC9836
 AC9836.The horizontal coordinates were scaled from a topographic map and have
 AC9836.an estimated accuracy of +/- 6 seconds.
 AC9836
 AC9836.The orthometric height was determined by differential leveling
 AC9836.and adjusted by the National Geodetic Survey in September 1997..
 AC9836
 AC9836.Photographs are available for this station.
 AC9836
 AC9836.The geoid height was determined by GEOID03.
 AC9836
 AC9836.The dynamic height is computed by dividing the NAVD 88
 AC9836.geopotential number by the normal gravity value computed on the
 AC9836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9836.degrees latitude (g = 980.6199 gals.).
 AC9836
 AC9836.The modeled gravity was interpolated from observed gravity values.
 AC9836
 AC9836;                    North         East    Units  Estimated Accuracy
 AC9836;SPC FL E     -   561,710.      128,500.      MT  (+/- 180 meters Scaled)
 AC9836
 AC9836                          SUPERSEDED SURVEY CONTROL
 AC9836
 AC9836.No superseded survey control is available for this station.
 AC9836
 AC9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN285526(NAD 83)
 AC9836_MARKER: DD = SURVEY DISK
 AC9836_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9836_SP_SET: CULVERT HEADWALL
 AC9836_STAMPING: 3 RJN 1967 48
 AC9836_MARK LOGO: USGS  
 AC9836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9836+STABILITY: SURFACE MOTION
 AC9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9836+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9836
 AC9836  HISTORY     - Date     Condition        Report By
 AC9836  HISTORY     - 1967     MONUMENTED       USGS
 AC9836  HISTORY     - 19960813 GOOD             FLDEP
 AC9836  HISTORY     - 20040628 GOOD             FLDEP
 AC9836
 AC9836                          STATION DESCRIPTION
 AC9836
 AC9836'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9836'THE MARK IS ABOUT 19.2 MI (30.9 KM) SOUTHWEST OF PALATKA, 2.9 MI (4.7
 AC9836'KM) NORTH OF SALT SPRINGS IN SECTION 6, TOWNSHIP 13 SOUTH, RANGE 26
 AC9836'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 19 AND COUNTY
 AC9836'ROAD 316 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON STATE ROAD 19
 AC9836'FOR 2.85 MI (4.59 KM) TO THE JUNCTION OF FOREST ROAD NUMBER 47 ON THE
 AC9836'RIGHT AND THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 AC9836'CONCRETE HEADWALL OF A CULVERT ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF
 AC9836'STATE ROAD 19,  41.0 FT (12.5 M) SOUTH OF THE APPROXIMATE CENTERLINE
 AC9836'OF A WOODS ROAD, 35.5 FT (10.8 M) WEST OF THE APPROXIMATE CENTERLINE
 AC9836'OF STATE ROAD 19 AND 11.8 FT (3.6 M) SOUTH OF THE NORTH END OF THE
 AC9836'CONCRETE HEADWALL.
 AC9836
 AC9836                          STATION RECOVERY (2004)
 AC9836
 AC9836'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9836'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0760 ***********************************************************************
 BE0760  TIDAL BM    -  This is a Tidal Bench Mark.
 BE0760  DESIGNATION -  3 USE
 BE0760  PID         -  BE0760
 BE0760  STATE/COUNTY-  FL/BAY
 BE0760  USGS QUAD   -  PANAMA CITY (1982)
 BE0760
 BE0760                         *CURRENT SURVEY CONTROL
 BE0760  ___________________________________________________________________
 BE0760* NAD 83(1986)-  30 08 52.     (N)    085 39 32.     (W)     SCALED    
 BE0760* NAVD 88     -         3.160  (meters)      10.37   (feet)  ADJUSTED  
 BE0760  ___________________________________________________________________
 BE0760  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE0760  DYNAMIC HT  -           3.156 (meters)      10.35  (feet)  COMP
 BE0760  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 BE0760
 BE0760  VERT ORDER  -  FIRST     CLASS II
 BE0760
 BE0760.The horizontal coordinates were scaled from a topographic map and have
 BE0760.an estimated accuracy of +/- 6 seconds.
 BE0760
 BE0760.The orthometric height was determined by differential leveling
 BE0760.and adjusted by the National Geodetic Survey in June 1991..
 BE0760.WARNING-Repeat measurements at this control monument indicate possible
 BE0760.vertical movement.
 BE0760
 BE0760.This Tidal Bench Mark is designated as VM 780
 BE0760.by the Center for Operational Oceanographic Products and Services.
 BE0760
 BE0760.This Tidal Bench Mark is designated as VM 10002
 BE0760.by the Center for Operational Oceanographic Products and Services.
 BE0760
 BE0760.The geoid height was determined by GEOID03.
 BE0760
 BE0760.The dynamic height is computed by dividing the NAVD 88
 BE0760.geopotential number by the normal gravity value computed on the
 BE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0760.degrees latitude (g = 980.6199 gals.).
 BE0760
 BE0760.The modeled gravity was interpolated from observed gravity values.
 BE0760
 BE0760;                    North         East    Units  Estimated Accuracy
 BE0760;SPC FL N     -   127,800.      488,360.      MT  (+/- 180 meters Scaled)
 BE0760
 BE0760                          SUPERSEDED SURVEY CONTROL
 BE0760
 BE0760  NGVD 29 (??/??/92)    3.303  (m)           10.84   (f) ADJ UNCH    1 2
 BE0760
 BE0760.Superseded values are not recommended for survey control.
 BE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0760.See file dsdata.txt to determine how the superseded data were derived.
 BE0760
 BE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU291359(NAD 83)
 BE0760_MARKER: DJ = TIDAL STATION DISK
 BE0760_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE0760_STAMPING: 3 1933 10.833
 BE0760_MARK LOGO: USE   
 BE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0760+STABILITY: SURFACE MOTION
 BE0760
 BE0760  HISTORY     - Date     Condition        Report By
 BE0760  HISTORY     - 1933     MONUMENTED       DOD
 BE0760  HISTORY     - 1967     GOOD             NGS
 BE0760  HISTORY     - 1984     GOOD             FLDNR
 BE0760  HISTORY     - 1988     GOOD             USPSQD
 BE0760  HISTORY     - 1989     GOOD             USPSQD
 BE0760  HISTORY     - 1990     GOOD             USPSQD
 BE0760  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 BE0760
 BE0760                          STATION DESCRIPTION
 BE0760
 BE0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0760'AT PANAMA CITY.
 BE0760'AT PANAMA CITY, ABOUT 0.45 MILE SOUTHEAST ALONG BEACH DRIVE
 BE0760'FROM THE INTERSECTION OF HARRISON AVENUE, 0.15 MILE SOUTH OF
 BE0760'THE SOUTH END OF THE DRAWBRIDGE OVER MASSALINA BAYOU, BETWEEN
 BE0760'2 ND PLACE AND 2 ND COURT, 146 FEET SOUTH OF THE EXTENDED CENTER
 BE0760'LINE OF 2 ND COURT, 9.5 FEET WEST OF THE WEST CURB OF BEACH
 BE0760'DRIVE, SET ON THE TOP OF A CONCRETE RETAINING WALL AND 1/2
 BE0760'FOOT ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- MASSALINA BAYOU,
 BE0760'ST ANDREW BAY.
 BE0760
 BE0760                          STATION RECOVERY (1984)
 BE0760
 BE0760'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1988)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1989)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1990)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1997)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0178 ***********************************************************************
 AK0178  DESIGNATION -  3 USE
 AK0178  PID         -  AK0178
 AK0178  STATE/COUNTY-  FL/SEMINOLE
 AK0178  USGS QUAD   -  SANFORD (1988)
 AK0178
 AK0178                         *CURRENT SURVEY CONTROL
 AK0178  ___________________________________________________________________
 AK0178* NAD 83(1986)-  28 48 43.     (N)    081 15 56.     (W)     SCALED    
 AK0178* NAVD 88     -         4.527  (meters)      14.85   (feet)  ADJUSTED  
 AK0178  ___________________________________________________________________
 AK0178  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AK0178  DYNAMIC HT  -           4.520 (meters)      14.83  (feet)  COMP
 AK0178  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 AK0178
 AK0178  VERT ORDER  -  FIRST     CLASS II
 AK0178
 AK0178.The horizontal coordinates were scaled from a topographic map and have
 AK0178.an estimated accuracy of +/- 6 seconds.
 AK0178
 AK0178.The orthometric height was determined by differential leveling
 AK0178.and adjusted by the National Geodetic Survey in June 1991..
 AK0178.WARNING-Repeat measurements at this control monument indicate possible
 AK0178.vertical movement.
 AK0178
 AK0178.The geoid height was determined by GEOID03.
 AK0178
 AK0178.The dynamic height is computed by dividing the NAVD 88
 AK0178.geopotential number by the normal gravity value computed on the
 AK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0178.degrees latitude (g = 980.6199 gals.).
 AK0178
 AK0178.The modeled gravity was interpolated from observed gravity values.
 AK0178
 AK0178;                    North         East    Units  Estimated Accuracy
 AK0178;SPC FL E     -   496,220.      174,080.      MT  (+/- 180 meters Scaled)
 AK0178
 AK0178                          SUPERSEDED SURVEY CONTROL
 AK0178
 AK0178  NGVD 29 (??/??/92)    4.84   (m)           15.9    (f) COMPUTED    1 2
 AK0178
 AK0178.Superseded values are not recommended for survey control.
 AK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0178.See file dsdata.txt to determine how the superseded data were derived.
 AK0178
 AK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM740871(NAD 83)
 AK0178_MARKER: X = CHISELED CROSS
 AK0178_SETTING: 0 = UNSPECIFIED SETTING
 AK0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0178
 AK0178  HISTORY     - Date     Condition        Report By
 AK0178  HISTORY     - UNK      MONUMENTED       DOD
 AK0178  HISTORY     - 1960     GOOD             NGS
 AK0178  HISTORY     - 1961     GOOD             NGS
 AK0178  HISTORY     - 19901006 MARK NOT FOUND   USPSQD
 AK0178
 AK0178                          STATION DESCRIPTION
 AK0178
 AK0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AK0178'AT SANFORD.
 AK0178'AT SANFORD, AT THE INTERSECTION OF N PALMETTO AVENUE AND E FIRST
 AK0178'STREET, A ONE-INCH CHISELED CROSS CHISELED ON TOP OF THE EAST END
 AK0178'OF THE TOP ONE OF THREE STEPS LEADING TO THE FRONT ENTRANCE TO
 AK0178'THE POST OFFICE, 22 FEET NORTH OF THE NORTH CURB LINE OF E FIRST
 AK0178'STREET, 0.4 FOOT WEST OF THE EAST END OF THE STEP, AND ABOUT 2 1/2
 AK0178'FEET ABOVE THE LEVEL OF THE STREET.
 AK0178
 AK0178                          STATION RECOVERY (1961)
 AK0178
 AK0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AK0178'RECOVERED IN GOOD CONDITION.
 AK0178
 AK0178                          STATION RECOVERY (1990)
 AK0178
 AK0178'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2562 ***********************************************************************
 AQ2562  DESIGNATION -  30 13 RJN
 AQ2562  PID         -  AQ2562
 AQ2562  STATE/COUNTY-  FL/PUTNAM
 AQ2562  USGS QUAD   -  WELAKA (1994)
 AQ2562
 AQ2562                         *CURRENT SURVEY CONTROL
 AQ2562  ___________________________________________________________________
 AQ2562* NAD 83(1986)-  29 29 23.     (N)    081 40 12.     (W)     SCALED    
 AQ2562* NAVD 88     -         8.911  (meters)      29.24   (feet)  ADJUSTED  
 AQ2562  ___________________________________________________________________
 AQ2562  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ2562  DYNAMIC HT  -           8.898 (meters)      29.19  (feet)  COMP
 AQ2562  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 AQ2562
 AQ2562  VERT ORDER  -  SECOND    CLASS I
 AQ2562
 AQ2562.The horizontal coordinates were scaled from a topographic map and have
 AQ2562.an estimated accuracy of +/- 6 seconds.
 AQ2562
 AQ2562.The orthometric height was determined by differential leveling
 AQ2562.and adjusted by the National Geodetic Survey in June 1991..
 AQ2562
 AQ2562.The geoid height was determined by GEOID03.
 AQ2562
 AQ2562.The dynamic height is computed by dividing the NAVD 88
 AQ2562.geopotential number by the normal gravity value computed on the
 AQ2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2562.degrees latitude (g = 980.6199 gals.).
 AQ2562
 AQ2562.The modeled gravity was interpolated from observed gravity values.
 AQ2562
 AQ2562;                    North         East    Units  Estimated Accuracy
 AQ2562;SPC FL E     -   571,500.      135,030.      MT  (+/- 180 meters Scaled)
 AQ2562
 AQ2562                          SUPERSEDED SURVEY CONTROL
 AQ2562
 AQ2562  NGVD 29 (09/01/92)    9.193  (m)           30.16   (f) ADJUSTED    2 1
 AQ2562
 AQ2562.Superseded values are not recommended for survey control.
 AQ2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2562.See file dsdata.txt to determine how the superseded data were derived.
 AQ2562
 AQ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN350624(NAD 83)
 AQ2562_MARKER: DB = BENCH MARK DISK
 AQ2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2562_SP_SET: CONCRETE POST
 AQ2562_STAMPING: 30 13 RJN 1967
 AQ2562_MARK LOGO: USGS  
 AQ2562_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2562+STABILITY: SURFACE MOTION
 AQ2562
 AQ2562  HISTORY     - Date     Condition        Report By
 AQ2562  HISTORY     - 1967     MONUMENTED       USGS
 AQ2562  HISTORY     - 1985     GOOD             FLDNR
 AQ2562
 AQ2562                          STATION DESCRIPTION
 AQ2562
 AQ2562'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2562'1.2 MI NORTH FROM WELAKA.
 AQ2562'BEGIN AT THE JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN
 AQ2562'WELAKA, GO 1 MILE NORTH ON C-309 TO A Y-FORK JUNCTION LEADING SOUTH
 AQ2562'(BRYANT AVENUE), GO 0.2 MILE SOUTH ON BRYANT AVENUE TO THE MARK.  THE
 AQ2562'MARK BEARS 34.5 FEET EAST OF THE CENTERLINE OF BRYANT AVENUE, 38 FEET
 AQ2562'SOUTH OF THE CENTERLINE OF OLD POMONA PARK ROAD, 6.6 FEET SOUTH-
 AQ2562'SOUTHEAST OF A POWER LINE ANCHOR POLE, AND 26.5 FEET SOUTHWEST OF A
 AQ2562'MAGNOLIA TREE.
 AQ2562'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8853 ***********************************************************************
 DE8853  DESIGNATION -  3.0 300 G
 DE8853  PID         -  DE8853
 DE8853  STATE/COUNTY-  FL/MANATEE
 DE8853  USGS QUAD   -  PARRISH (1987)
 DE8853
 DE8853                         *CURRENT SURVEY CONTROL
 DE8853  ___________________________________________________________________
 DE8853* NAD 83(1986)-  27 35 43.     (N)    082 27 14.     (W)     SCALED    
 DE8853* NAVD 88     -         8.038  (meters)      26.37   (feet)  ADJUSTED  
 DE8853  ___________________________________________________________________
 DE8853  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DE8853  DYNAMIC HT  -           8.026 (meters)      26.33  (feet)  COMP
 DE8853  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 DE8853
 DE8853  VERT ORDER  -  SECOND    CLASS I
 DE8853
 DE8853.The horizontal coordinates were scaled from a topographic map and have
 DE8853.an estimated accuracy of +/- 6 seconds.
 DE8853
 DE8853.The orthometric height was determined by differential leveling
 DE8853.and adjusted by the National Geodetic Survey in May 2004..
 DE8853
 DE8853.The geoid height was determined by GEOID03.
 DE8853
 DE8853.The dynamic height is computed by dividing the NAVD 88
 DE8853.geopotential number by the normal gravity value computed on the
 DE8853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8853.degrees latitude (g = 980.6199 gals.).
 DE8853
 DE8853.The modeled gravity was interpolated from observed gravity values.
 DE8853
 DE8853;                    North         East    Units  Estimated Accuracy
 DE8853;SPC FL W     -   361,440.      155,190.      MT  (+/- 180 meters Scaled)
 DE8853
 DE8853                          SUPERSEDED SURVEY CONTROL
 DE8853
 DE8853.No superseded survey control is available for this station.
 DE8853
 DE8853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL565532(NAD 83)
 DE8853_MARKER: DD = SURVEY DISK
 DE8853_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE8853+WITH SETTING: INFORMATION.
 DE8853_STAMPING: 3.0-300G LB 262
 DE8853_MARK LOGO: GULFST
 DE8853_PROJECTION: RECESSED 10 CENTIMETERS
 DE8853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8853+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002
 DE8853
 DE8853  HISTORY     - Date     Condition        Report By
 DE8853  HISTORY     - 20020531 MONUMENTED       GULFST
 DE8853  HISTORY     - 20020602 GOOD             FLDEP
 DE8853
 DE8853                          STATION DESCRIPTION
 DE8853
 DE8853'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8853'THE MARK IS ABOUT 2.2 MI NORTHWEST OF PARRISH, IN SECTION 24, TOWNSHIP
 DE8853'33 SOUTH, RANGE 18
 DE8853'EAST.
 DE8853' 
 DE8853'TO REACH THE MARK FROM THE POST OFFICE IN PARRISH, GO NORTH ON U.S.
 DE8853'HIGHWAY 301 OR 0.25
 DE8853'MI TO THE JUNCTION OF COUNTY ROAD 6 (MOCCASIN WALLOW ROAD) ON THE
 DE8853'LEFT, TURN LEFT ON
 DE8853'COUNTY ROAD 6 (MOCCASIN WALLOW ROAD) AND GO WEST FOR 1.75 MI TO THE
 DE8853'MARK ON THE RIGHT,
 DE8853'A ROD AND DISC RECESSED 0.4 FT BELOW THE LEVEL OF A 6-INCH PVC PIPE
 DE8853'FLUSH WITH THE GROUND
 DE8853'AND ABOUT 0.3 FT BELOW THE LEVEL OF COUNTY ROAD 6 (MOCCASIN WALLOW
 DE8853'ROAD).
 DE8853' 
 DE8853'LOCATED 91.5 FT WEST-NORTHWEST OF A 20-INCH DIAMETER PALM, 82.0 FT
 DE8853'NORTH-NORTHEAST OF
 DE8853'POWER POLE NUMBER 32, 42.1 FT NORTH-NORTHEAST OF THE APPROXIMATE
 DE8853'CENTERLINE OF
 DE8853'COUNTY ROAD 6 (MOCCASIN WALLOW ROAD), 30.1 FT NORTH-NORTHEAST OF THE
 DE8853'EDGE OF THE
 DE8853'PAVEMENT OF COUNTY ROAD 6 (MOCCASIN WALLOW ROAD), 3.0 FT
 DE8853'SOUTH-SOUTHWEST OF A BARB
 DE8853'WIRE FENCE AND 2.0 FT SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DE8853' 
 DE8853'NOTE UNKNOWN MAGNETISM.
 DE8853' 
 DE8853'NOTE DEPTH OF ROD UNKNOWN.
 DE8853' 
 DE8853' 
 DE8853'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1409 ***********************************************************************
 AR1409  DESIGNATION -  30 75 A 3 FLDT
 AR1409  PID         -  AR1409
 AR1409  STATE/COUNTY-  FL/DIXIE
 AR1409  USGS QUAD   -  FANNING SPRINGS (1988)
 AR1409
 AR1409                         *CURRENT SURVEY CONTROL
 AR1409  ___________________________________________________________________
 AR1409* NAD 83(1986)-  29 32 07.     (N)    082 59 34.     (W)     SCALED    
 AR1409* NAVD 88     -         6.120  (meters)      20.08   (feet)  ADJUSTED  
 AR1409  ___________________________________________________________________
 AR1409  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AR1409  DYNAMIC HT  -           6.112 (meters)      20.05  (feet)  COMP
 AR1409  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 AR1409
 AR1409  VERT ORDER  -  SECOND    CLASS I
 AR1409
 AR1409.The horizontal coordinates were scaled from a topographic map and have
 AR1409.an estimated accuracy of +/- 6 seconds.
 AR1409
 AR1409.The orthometric height was determined by differential leveling
 AR1409.and adjusted by the National Geodetic Survey in June 1991..
 AR1409
 AR1409.The geoid height was determined by GEOID03.
 AR1409
 AR1409.The dynamic height is computed by dividing the NAVD 88
 AR1409.geopotential number by the normal gravity value computed on the
 AR1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1409.degrees latitude (g = 980.6199 gals.).
 AR1409
 AR1409.The modeled gravity was interpolated from observed gravity values.
 AR1409
 AR1409;                    North         East    Units  Estimated Accuracy
 AR1409;SPC FL N     -    60,300.      746,100.      MT  (+/- 180 meters Scaled)
 AR1409
 AR1409                          SUPERSEDED SURVEY CONTROL
 AR1409
 AR1409.No superseded survey control is available for this station.
 AR1409
 AR1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN068689(NAD 83)
 AR1409_MARKER: DB = BENCH MARK DISK
 AR1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1409_SP_SET: CONCRETE POST
 AR1409_STAMPING: 30 75 A3
 AR1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1409+STABILITY: SURFACE MOTION
 AR1409
 AR1409  HISTORY     - Date     Condition        Report By
 AR1409  HISTORY     - UNK      MONUMENTED       FLDT
 AR1409  HISTORY     - 1976     GOOD             FLDNR
 AR1409
 AR1409                          STATION DESCRIPTION
 AR1409
 AR1409'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1409'4.6 MI SW FROM OLD TOWN.
 AR1409'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1409'HIGHWAY 19 AND STATE HIGHWAY SR349 PROCEED SOUTH ALONG SR349 ABOUT 4.6
 AR1409'MILES.
 AR1409'ABOUT 51 FEET WEST OF CENTERLINE OF SR349,ABOUT 42.5 FEET S15E OF A
 AR1409'POWER POLE WITH AN 18 INCH BY HALF INCH REBAR DRIVEN INTO THE ADJACENT
 AR1409'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1890 ***********************************************************************
 AR1890  DESIGNATION -  30 90 GPS 1
 AR1890  PID         -  AR1890
 AR1890  STATE/COUNTY-  FL/DIXIE
 AR1890  USGS QUAD   -  JENA (1993)
 AR1890
 AR1890                         *CURRENT SURVEY CONTROL
 AR1890  ___________________________________________________________________
 AR1890* NAD 83(1999)-  29 43 32.44715(N)    083 19 45.40154(W)     ADJUSTED  
 AR1890* NAVD 88     -         5.9    (meters)      19.     (feet)  GPS OBS   
 AR1890  ___________________________________________________________________
 AR1890  X           -     643,936.699 (meters)                     COMP
 AR1890  Y           -  -5,505,851.067 (meters)                     COMP
 AR1890  Z           -   3,143,992.236 (meters)                     COMP
 AR1890  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AR1890  ELLIP HEIGHT-         -21.63  (meters)          (06/12/02) GPS OBS
 AR1890  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AR1890
 AR1890  HORZ ORDER  -  SECOND
 AR1890  ELLP ORDER  -  FOURTH    CLASS I
 AR1890
 AR1890.The horizontal coordinates were established by GPS observations
 AR1890.and adjusted by the National Geodetic Survey in June 2002..
 AR1890
 AR1890.The orthometric height was determined by GPS observations and a
 AR1890.high-resolution geoid model.
 AR1890
 AR1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1890
 AR1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1890
 AR1890.The ellipsoidal height was determined by GPS observations
 AR1890.and is referenced to NAD 83.
 AR1890
 AR1890.The geoid height was determined by GEOID03.
 AR1890
 AR1890;                    North         East     Units Scale Factor Converg.
 AR1890;SPC FL N     -    81,021.392   713,263.479   MT  0.99997794   +0 35 17.9
 AR1890;SPC FL N     -   265,817.68  2,340,098.60   sFT  0.99997794   +0 35 17.9
 AR1890;UTM  17      - 3,290,660.677   274,699.439   MT  1.00022634   -1 09 19.6
 AR1890
 AR1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1890!SPC FL N     -   1.00000340  x   0.99997794  =   0.99998134
 AR1890!UTM  17      -   1.00000340  x   1.00022634  =   1.00022974
 AR1890
 AR1890|---------------------------------------------------------------------|
 AR1890| PID    Reference Object                     Distance      Geod. Az  |
 AR1890|                                                           dddmmss.s |
 AR1890| AR1589 JONES ERDL RESET                    326.583 METERS 35940     |
 AR1890|---------------------------------------------------------------------|
 AR1890
 AR1890                          SUPERSEDED SURVEY CONTROL
 AR1890
 AR1890  NAD 83(1990)-  29 43 32.44598(N)    083 19 45.40106(W) AD(       ) 2
 AR1890
 AR1890.Superseded values are not recommended for survey control.
 AR1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1890.See file dsdata.txt to determine how the superseded data were derived.
 AR1890
 AR1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN7469990661(NAD 83)
 AR1890_MARKER: DE = TRAVERSE STATION DISK
 AR1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1890_SP_SET: CONCRETE POST
 AR1890_STAMPING: 30 90 GPS 1
 AR1890_MARK LOGO: FLDT  
 AR1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1890+STABILITY: SURFACE MOTION
 AR1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1890+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AR1890
 AR1890  HISTORY     - Date     Condition        Report By
 AR1890  HISTORY     - 1990     MONUMENTED       FLDT
 AR1890
 AR1890                          STATION DESCRIPTION
 AR1890
 AR1890'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1890'THE STATION  IS LOCATED  ABOUT 3.62 KM (2.25 MI) NW. OF JONESBORO AND
 AR1890'1.6 KM (1.00 MI) EAST OF THE STEINHATCHEE RIVER ON PRIVATE LAND.
 AR1890'TO REACH THE STATION FROM THE INTERSECTION OF SR-51 AND US-19 IN
 AR1890'TENNILE GO 4.5 KM (2.80 MI) SOUTH ON US-19 TO OLD MOTEL BUILDING ON
 AR1890'(0.05 MI) TO OLD PAVED ROAD. TURN RIGHT ON PAVED ROAD AND GO 0.08 KM
 AR1890'(0.05 MI) TO GRADED ROAD ON LEFT. GO 1.60 KM (1.00 MI)
 AR1890'ALONG GRADED  ROAD TO WHERE GRADED ROAD BEARS LEFT AT INTERSECTION
 AR1890'WITH TRAIL ROAD TO RIGHT. GO RIGHT ON TRAIL ROAD 0.16 KM (0.10 MI) TO
 AR1890'CATTLE GAP AND LOCKED GATE. CONTINUE ON TRAIL ROAD 0.17 KM
 AR1890'(0.10 MI) TO STATION ON LEFT.
 AR1890'THE STATION PRJECTS 5 CM ABOVE GROUND AND IS LOCATED 46.63 M
 AR1890'(153.0 FT) SE OF CENTER OF TRAIL ROAD, 46.33 M (152.0 FT) E OF 24 INCH
 AR1890'PINE,
 AR1890'31.85 M (104.5 FT) N OF 20 INCH OAK AND 62.48 M (205.0 FT) NE OF
 AR1890'JONES ERDL AZ 1960.
 AR1890'DESCRIBED BY M.J. CHERBONNEAUX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1891 ***********************************************************************
 AR1891  DESIGNATION -  30 90 GPS 2
 AR1891  PID         -  AR1891
 AR1891  STATE/COUNTY-  FL/DIXIE
 AR1891  USGS QUAD   -  CROSS CITY WEST (1993)
 AR1891
 AR1891                         *CURRENT SURVEY CONTROL
 AR1891  ___________________________________________________________________
 AR1891* NAD 83(1999)-  29 39 12.92690(N)    083 10 30.66713(W)     ADJUSTED  
 AR1891* NAVD 88     -        12.8    (meters)      42.     (feet)  GPS OBS   
 AR1891  ___________________________________________________________________
 AR1891  X           -     659,212.974 (meters)                     COMP
 AR1891  Y           -  -5,508,035.013 (meters)                     COMP
 AR1891  Z           -   3,137,053.785 (meters)                     COMP
 AR1891  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AR1891  ELLIP HEIGHT-         -14.85  (meters)          (05/31/01) GPS OBS
 AR1891  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AR1891
 AR1891  HORZ ORDER  -  FIRST
 AR1891  ELLP ORDER  -  FOURTH    CLASS I
 AR1891
 AR1891.The horizontal coordinates were established by GPS observations
 AR1891.and adjusted by the National Geodetic Survey in May 2001..
 AR1891
 AR1891.The orthometric height was determined by GPS observations and a
 AR1891.high-resolution geoid model.
 AR1891
 AR1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1891
 AR1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1891
 AR1891.The ellipsoidal height was determined by GPS observations
 AR1891.and is referenced to NAD 83.
 AR1891
 AR1891.The geoid height was determined by GEOID03.
 AR1891
 AR1891;                    North         East     Units Scale Factor Converg.
 AR1891;SPC FL N     -    73,194.357   728,263.674   MT  0.99998835   +0 39 56.7
 AR1891;SPC FL N     -   240,138.49  2,389,311.74   sFT  0.99998835   +0 39 56.7
 AR1891;UTM  17      - 3,282,379.322   289,457.618   MT  1.00014697   -1 04 35.7
 AR1891
 AR1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1891!SPC FL N     -   1.00000233  x   0.99998835  =   0.99999068
 AR1891!UTM  17      -   1.00000233  x   1.00014697  =   1.00014930
 AR1891
 AR1891                          SUPERSEDED SURVEY CONTROL
 AR1891
 AR1891  NAD 83(1990)-  29 39 12.92559(N)    083 10 30.66660(W) AD(       ) 1
 AR1891  ELLIP H (01/28/97)  -14.80   (m)                       GP(       ) 3 1
 AR1891  NAD 83(1990)-  29 39 12.92577(N)    083 10 30.66723(W) AD(       ) 2
 AR1891
 AR1891.Superseded values are not recommended for survey control.
 AR1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1891.See file dsdata.txt to determine how the superseded data were derived.
 AR1891
 AR1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN8945882379(NAD 83)
 AR1891_MARKER: DE = TRAVERSE STATION DISK
 AR1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1891_SP_SET: CONCRETE POST
 AR1891_STAMPING: 30 90 GPS 2
 AR1891_MARK LOGO: FLDT  
 AR1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1891+STABILITY: SURFACE MOTION
 AR1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1891+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1891
 AR1891  HISTORY     - Date     Condition        Report By
 AR1891  HISTORY     - 1990     MONUMENTED       FLDT
 AR1891  HISTORY     - 19960606 GOOD             DCJOHN
 AR1891
 AR1891                          STATION DESCRIPTION
 AR1891
 AR1891'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1891'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF CROSS
 AR1891'CITY IN THE MEDIAN OF US-19 AT THE INTERSECTION OF COUNTY ROAD 358.
 AR1891'TO REACH THE STATION FROM THE INTERSECTION OF US-19 AND COUNTY ROAD
 AR1891'358 IN CROSS CITY, GO NORTHWEST 4.83 KM (3.00 MI) ALONG US-19 TO THE
 AR1891'INTERSECTION OF CR-358 AND STATION ON LEFT IN MEDIAN OF US-19.
 AR1891'THE STATION PROJECTS 3 CM ABOVE GROUND. LOCATED 18.29 M (60.0 FT) E.
 AR1891'OF A METAL WITNESS POST, 10.21 M (33.5 FT) S. OF CENTERLINE OF N-BOUND
 AR1891'LANE OF US-19, 20.48 M (67.2 FT) E. OF POINT OF CONCRETE CURB, 9.45 M
 AR1891'(31.0 FT) N. OF CENTERLINE OF S-BOUND LANE OF US-19 AND 39.17 M
 AR1891'(128.5 FT) NNW. OF PUTNAM 2 1951.
 AR1891'DESCRIBED BY M.J. CHERBONNEAUX.
 AR1891
 AR1891                          STATION RECOVERY (1996)
 AR1891
 AR1891'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1891'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1892 ***********************************************************************
 AR1892  DESIGNATION -  30 90 GPS 3
 AR1892  PID         -  AR1892
 AR1892  STATE/COUNTY-  FL/DIXIE
 AR1892  USGS QUAD   -  FANNING SPRINGS (1988)
 AR1892
 AR1892                         *CURRENT SURVEY CONTROL
 AR1892  ___________________________________________________________________
 AR1892* NAD 83(1999)-  29 35 26.25898(N)    082 58 30.48727(W)     ADJUSTED  
 AR1892* NAVD 88     -         7.9    (meters)      26.     (feet)  GPS OBS   
 AR1892  ___________________________________________________________________
 AR1892  X           -     678,861.748 (meters)                     COMP
 AR1892  Y           -  -5,509,119.207 (meters)                     COMP
 AR1892  Z           -   3,130,984.230 (meters)                     COMP
 AR1892  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AR1892  ELLIP HEIGHT-         -19.89  (meters)          (06/12/02) GPS OBS
 AR1892  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AR1892
 AR1892  HORZ ORDER  -  SECOND
 AR1892  ELLP ORDER  -  FOURTH    CLASS I
 AR1892
 AR1892.The horizontal coordinates were established by GPS observations
 AR1892.and adjusted by the National Geodetic Survey in June 2002..
 AR1892
 AR1892.The orthometric height was determined by GPS observations and a
 AR1892.high-resolution geoid model.
 AR1892
 AR1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1892
 AR1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1892
 AR1892.The ellipsoidal height was determined by GPS observations
 AR1892.and is referenced to NAD 83.
 AR1892
 AR1892.The geoid height was determined by GEOID03.
 AR1892
 AR1892;                    North         East     Units Scale Factor Converg.
 AR1892;SPC FL N     -    66,457.829   747,724.033   MT  0.99999872   +0 45 58.6
 AR1892;SPC FL N     -   218,037.06  2,453,157.93   sFT  0.99999872   +0 45 58.6
 AR1892;SPC FL W     -   582,888.717   105,532.257   MT  1.00005125   -0 28 53.6
 AR1892;SPC FL W     - 1,912,360.73    346,233.75   sFT  1.00005125   -0 28 53.6
 AR1892;UTM  17      - 3,275,053.535   308,706.211   MT  1.00005153   -0 58 32.2
 AR1892
 AR1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1892!SPC FL N     -   1.00000312  x   0.99999872  =   1.00000184
 AR1892!SPC FL W     -   1.00000312  x   1.00005125  =   1.00005437
 AR1892!UTM  17      -   1.00000312  x   1.00005153  =   1.00005465
 AR1892
 AR1892                          SUPERSEDED SURVEY CONTROL
 AR1892
 AR1892  ELLIP H (11/22/93)  -19.86   (m)                       GP(       ) 4 1
 AR1892  NAD 83(1990)-  29 35 26.25759(N)    082 58 30.48735(W) AD(       ) 2
 AR1892  NGVD 29 (11/22/93)    8.2    (m)           27.     (f) GPS OBS        
 AR1892
 AR1892.Superseded values are not recommended for survey control.
 AR1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1892.See file dsdata.txt to determine how the superseded data were derived.
 AR1892
 AR1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN0870675054(NAD 83)
 AR1892_MARKER: DD = SURVEY DISK
 AR1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1892_SP_SET: CONCRETE POST
 AR1892_STAMPING: 30 90 GPS 3
 AR1892_MARK LOGO: FLDT  
 AR1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1892+STABILITY: SURFACE MOTION
 AR1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1892+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 AR1892
 AR1892  HISTORY     - Date     Condition        Report By
 AR1892  HISTORY     - 1990     MONUMENTED       FLDT
 AR1892  HISTORY     - 19920723 GOOD             FLDT
 AR1892
 AR1892                          STATION DESCRIPTION
 AR1892
 AR1892'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1892'THE STATION IS IN OLD TOWN
 AR1892'TO REACH THE STATION FROM THE INTERSECTION OF US-19 AND COUNTY ROAD
 AR1892'349 IN OLD TOWN, GO SOUTH 1.13 KM (0.70 MI) ALONG CR-349 TO THE
 AR1892'INTERSECTION OF SR-55A. TURN LEFT AND GO EAST ON SR-55A FOR .16 KM
 AR1892'(.10 MI)TO AZIMUTH ON LEFT. CONTINUE EAST .56 KM (0.35 MI) TO STATION
 AR1892'ON RIGHT NEAR EDGE OF RIGHT-OF-WAY.
 AR1892'THE STATION PROJECTS 7 CM ABOVE GROUND. LOCATED 1.37 M (4.5 FT) N.  OF
 AR1892'A METAL WITNESS POST, 1.4 M (4.6 FT) N. OF FENCE LINE, 10.97 M
 AR1892'(36.0 FT) S. OF CENTERLINE OF SR-55A, 19.81 M (65.0 FT) E. OF GUY POLE
 AR1892'NO. 499790 AND 48.16 M (158.0 FT) E. OF CENTERLINE OF DIRT DRIVEWAY.
 AR1892'DESCRIBED BY M.J. CHERBONNEAUX.
 AR1892
 AR1892                          STATION RECOVERY (1992)
 AR1892
 AR1892'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1893 ***********************************************************************
 AR1893  DESIGNATION -  30 90 GPS 4
 AR1893  PID         -  AR1893
 AR1893  STATE/COUNTY-  FL/DIXIE
 AR1893  USGS QUAD   -  JENA (1993)
 AR1893
 AR1893                         *CURRENT SURVEY CONTROL
 AR1893  ___________________________________________________________________
 AR1893* NAD 83(1999)-  29 40 42.22245(N)    083 15 08.26424(W)     ADJUSTED  
 AR1893* NAVD 88     -        10.9    (meters)      36.     (feet)  GPS OBS   
 AR1893  ___________________________________________________________________
 AR1893  X           -     651,639.426 (meters)                     COMP
 AR1893  Y           -  -5,507,564.227 (meters)                     COMP
 AR1893  Z           -   3,139,441.966 (meters)                     COMP
 AR1893  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AR1893  ELLIP HEIGHT-         -16.68  (meters)          (05/31/01) GPS OBS
 AR1893  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AR1893
 AR1893  HORZ ORDER  -  FIRST
 AR1893  ELLP ORDER  -  FOURTH    CLASS I
 AR1893
 AR1893.The horizontal coordinates were established by GPS observations
 AR1893.and adjusted by the National Geodetic Survey in May 2001..
 AR1893
 AR1893.The orthometric height was determined by GPS observations and a
 AR1893.high-resolution geoid model.
 AR1893
 AR1893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1893
 AR1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1893
 AR1893.The ellipsoidal height was determined by GPS observations
 AR1893.and is referenced to NAD 83.
 AR1893
 AR1893.The geoid height was determined by GEOID03.
 AR1893
 AR1893;                    North         East     Units Scale Factor Converg.
 AR1893;SPC FL N     -    75,859.413   720,768.359   MT  0.99998459   +0 37 37.2
 AR1893;SPC FL N     -   248,882.09  2,364,720.86   sFT  0.99998459   +0 37 37.2
 AR1893;UTM  17      - 3,285,271.578   282,045.471   MT  1.00018617   -1 06 56.2
 AR1893
 AR1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1893!SPC FL N     -   1.00000262  x   0.99998459  =   0.99998721
 AR1893!UTM  17      -   1.00000262  x   1.00018617  =   1.00018879
 AR1893
 AR1893                          SUPERSEDED SURVEY CONTROL
 AR1893
 AR1893  NAD 83(1990)-  29 40 42.22119(N)    083 15 08.26365(W) AD(       ) 1
 AR1893  ELLIP H (01/28/97)  -16.63   (m)                       GP(       ) 3 1
 AR1893  NAD 83(1990)-  29 40 42.22195(N)    083 15 08.26411(W) AD(       ) 2
 AR1893
 AR1893.Superseded values are not recommended for survey control.
 AR1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1893.See file dsdata.txt to determine how the superseded data were derived.
 AR1893
 AR1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN8204585272(NAD 83)
 AR1893_MARKER: DD = SURVEY DISK
 AR1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1893_SP_SET: CONCRETE POST
 AR1893_STAMPING: 30 90 GPS 4
 AR1893_MARK LOGO: NGS   
 AR1893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1893+STABILITY: SURFACE MOTION
 AR1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1893+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1893
 AR1893  HISTORY     - Date     Condition        Report By
 AR1893  HISTORY     - 1992     MONUMENTED       FLDT
 AR1893  HISTORY     - 19960606 GOOD             DCJOHN
 AR1893
 AR1893                          STATION DESCRIPTION
 AR1893
 AR1893'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1893'THE STATION IS LOCATED ABOUT 13.52 KM (8.40 MI) SOUTHEAST OF TENNILE,
 AR1893'ON THE NORTH SHOULDER OF NORTHBOUND LANE OF US-19.
 AR1893'TO REACH THE STATION FROM THE INTERSECTION OF SR-51 AND US-19 IN
 AR1893'TENNILE GO 13.52 KM (8.40 MI) SOUTHEAST ON US-19 TO BRIDGE FOR
 AR1893'PUMPKIN SWAMP. CONTINUE SOUTHEAST 0.48 KM (0.30 MI) TO STATION ON
 AR1893'LEFT.  THE STATION PROJECTS 20 CM ABOVE GROUND. LOCATED 8.22 M (27.0 F
 AR1893'SO. OF METAL WITNESS POST, 8.9 M (29.2 FT) NO. OF CENTERLINE OF
 AR1893'NORTH BOUND LANE OF US-19, 65.07 M (213.5 FT) W. OF POWER POLE NO. 113
 AR1893'45.72 M (150.0 FT) SE. OF POWER POLE NO. 114 AND 87.78 M (288.0 FT)
 AR1893'W. OF THE CENTERLINE OF A GRADED ROAD TO NORTH.
 AR1893'DESCRIBED BY M.J. CHERBONNEAUX.
 AR1893
 AR1893                          STATION RECOVERY (1996)
 AR1893
 AR1893'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1893'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2524 ***********************************************************************
 AK2524  DESIGNATION -  30 C
 AK2524  PID         -  AK2524
 AK2524  STATE/COUNTY-  FL/BREVARD
 AK2524  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2524
 AK2524                         *CURRENT SURVEY CONTROL
 AK2524  ___________________________________________________________________
 AK2524* NAD 83(1990)-  28 26 24.87434(N)    080 34 45.67898(W)     ADJUSTED  
 AK2524* NAVD 88     -         2.178  (meters)       7.15   (feet)  ADJUSTED  
 AK2524  ___________________________________________________________________
 AK2524  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AK2524  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2524  DYNAMIC HT  -           2.175 (meters)       7.14  (feet)  COMP
 AK2524  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 AK2524
 AK2524  HORZ ORDER  -  SECOND
 AK2524  VERT ORDER  -  FIRST     CLASS II
 AK2524
 AK2524.The horizontal coordinates were established by classical geodetic methods
 AK2524.and adjusted by the National Geodetic Survey in May 1991..
 AK2524
 AK2524.The orthometric height was determined by differential leveling
 AK2524.and adjusted by the National Geodetic Survey in June 1991..
 AK2524
 AK2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2524
 AK2524.The geoid height was determined by GEOID03.
 AK2524
 AK2524.The dynamic height is computed by dividing the NAVD 88
 AK2524.geopotential number by the normal gravity value computed on the
 AK2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2524.degrees latitude (g = 980.6199 gals.).
 AK2524
 AK2524.The modeled gravity was interpolated from observed gravity values.
 AK2524
 AK2524;                    North         East     Units Scale Factor Converg.
 AK2524;SPC FL E     -   455,067.191   241,203.807   MT  0.99996212   +0 12 01.2
 AK2524;SPC FL E     - 1,492,999.61    791,349.49   sFT  0.99996212   +0 12 01.2
 AK2524;UTM  17      - 3,146,043.905   541,189.748   MT  0.99962094   +0 12 01.2
 AK2524
 AK2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2524!SPC FL E     -   1.00000410  x   0.99996212  =   0.99996622
 AK2524!UTM  17      -   1.00000410  x   0.99962094  =   0.99962503
 AK2524
 AK2524|---------------------------------------------------------------------|
 AK2524| PID    Reference Object                     Distance      Geod. Az  |
 AK2524|                                                           dddmmss.s |
 AK2524| AK5548 30 D                                 69.796 METERS 14952     |
 AK2524| AK2525 THIRTY                               42.428 METERS 20213     |
 AK2524| CA9210 30 C AZ MK                                         3153826.6 |
 AK2524| AK2505 JET                                 405.097 METERS 3521150.3 |
 AK2524|---------------------------------------------------------------------|
 AK2524
 AK2524                          SUPERSEDED SURVEY CONTROL
 AK2524
 AK2524  NAD 83(1986)-  28 26 24.88070(N)    080 34 45.69225(W) AD(       ) 2
 AK2524  NAD 27      -  28 26 23.87159(N)    080 34 46.50471(W) AD(       ) 2
 AK2524  NGVD 29 (??/??/92)    2.570  (m)            8.43   (f) ADJ UNCH    1 2
 AK2524
 AK2524.Superseded values are not recommended for survey control.
 AK2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2524.See file dsdata.txt to determine how the superseded data were derived.
 AK2524
 AK2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4119046044(NAD 83)
 AK2524_MARKER: DE = TRAVERSE STATION DISK
 AK2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2524_STAMPING: 30 C 1962
 AK2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2524+STABILITY: SURFACE MOTION
 AK2524
 AK2524  HISTORY     - Date     Condition        Report By
 AK2524  HISTORY     - 1962     MONUMENTED       CGS
 AK2524  HISTORY     - 1962     GOOD             CGS
 AK2524
 AK2524                          STATION DESCRIPTION
 AK2524
 AK2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AK2524'THE STATION IS LOCATED AT CAPE CANAVERAL ON COMPLEX 30, 0.15
 AK2524'MILE EAST OF THE GATE, 87 FEET NORTH OF THE NORTH EDGE OF THE
 AK2524'BLACKTOP PAD AND 20 FEET NORTH OF A 3 INCH IRON PIPE THAT IS 4
 AK2524'FEET HIGH.  IT IS A STANDARD TRAVERSE STATION MARK DISK SET IN
 AK2524'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 AK2524'AND THE DISK IS STAMPED 30 C 1962.
 AK2524'
 AK2524'30 C 123-50 IS 80 FEET NORTH OF THE NORTH EDGE OF THE
 AK2524'BLACKTOP PAD.  IT IS A SMOOTH BRASS DISK SET IN THE TOP OF A
 AK2524'12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK
 AK2524'IS STAMPED 30 C 1962 123-50.
 AK2524'
 AK2524'30 C 123-110 IS 71 FEET NORTH OF THE NORTH EDGE OF THE
 AK2524'BLACKTOP PAD.  IT IS A SMOOTH BRASS DISK SET IN THE TOP OF A
 AK2524'12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK
 AK2524'IS STAMPED 30 C 1962 123-110.
 AK2524'
 AK2524'30 C 303-50 IS 93 FEET NORTH OF THE NORTH EDGE OF THE BLACKTOP
 AK2524'PAD AND A LIGHT POLE.  IT IS A SMOOTH BRASS DISK SET IN THE
 AK2524'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 AK2524'AND THE DISK IS STAMPED 30 C 1962 303-50.
 AK2524'
 AK2524'30 C 303-110 IS 110 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AK2524'THE BLACKTOP PAD.  IT IS A SMOOTH BRASS DISK SET IN THE TOP OF
 AK2524'A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK
 AK2524'IS STAMPED 30 C 1962 303-110.
 AK2524'
 AK2524'THERE WAS AN UNDERGROUND TRAVERSE STATION MARK SET AT THIS
 AK2524'STATION.  IT IS 3 FEET UNDERGROUND.
 AK2524'
 AK2524'TO REACH FROM THE GATE OF COMPLEX 30 GO EAST ON A BLACKTOP
 AK2524'ROAD FOR 0.15 TO THE NORTH END OF THE BLACKTOP PAD AND THE
 AK2524'STATION ON THE LEFT.
 AK2524'
 AK2524'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION THIRTY
 AK2524'1960 AND THE DISTANCE IS 42.427 METERS OR 139.20 FEET.
 AK2524
 AK2524                          STATION RECOVERY (1962)
 AK2524
 AK2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AK2524'AT CAPE CANAVERAL.
 AK2524'LOCATED AT COMPLEX 30 0.15 MILE EAST OF THE GATE OF THE COMPLEX,
 AK2524'87 FEET NORTH OF THE NORTH EDGE OF THE BLACKTOP PAD AND 20 FEET
 AK2524'NORTH OF A 3 INCH IRON PIPE THAT IS 4 FEET HIGH.  IT IS SET IN
 AK2524'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 AK2524'ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5548 ***********************************************************************
 AK5548  DESIGNATION -  30 D
 AK5548  PID         -  AK5548
 AK5548  STATE/COUNTY-  FL/BREVARD
 AK5548  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5548
 AK5548                         *CURRENT SURVEY CONTROL
 AK5548  ___________________________________________________________________
 AK5548* NAD 83(1990)-  28 26 22.91361(N)    080 34 44.39118(W)     ADJUSTED  
 AK5548* NAVD 88     -         2.43   (+/-2cm)       8.0    (feet)  VERTCON   
 AK5548  ___________________________________________________________________
 AK5548  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AK5548  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK5548
 AK5548  HORZ ORDER  -  SECOND
 AK5548  VERT ORDER  -  THIRD ? (See Below)
 AK5548
 AK5548.The horizontal coordinates were established by classical geodetic methods
 AK5548.and adjusted by the National Geodetic Survey in May 1991..
 AK5548
 AK5548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5548.The vertical order pertains to the NGVD 29 superseded value.
 AK5548
 AK5548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5548
 AK5548.The geoid height was determined by GEOID03.
 AK5548
 AK5548;                    North         East     Units Scale Factor Converg.
 AK5548;SPC FL E     -   455,006.954   241,239.059   MT  0.99996216   +0 12 01.8
 AK5548;SPC FL E     - 1,492,801.98    791,465.15   sFT  0.99996216   +0 12 01.8
 AK5548;UTM  17      - 3,145,983.689   541,224.988   MT  0.99962097   +0 12 01.8
 AK5548
 AK5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5548!SPC FL E     -   1.00000406  x   0.99996216  =   0.99996622
 AK5548!UTM  17      -   1.00000406  x   0.99962097  =   0.99962502
 AK5548
 AK5548|---------------------------------------------------------------------|
 AK5548| PID    Reference Object                     Distance      Geod. Az  |
 AK5548|                                                           dddmmss.s |
 AK5548| AK2525 THIRTY                               55.264 METERS 29226     |
 AK5548| AK2505 JET                                 470.405 METERS 3485754.8 |
 AK5548|---------------------------------------------------------------------|
 AK5548
 AK5548                          SUPERSEDED SURVEY CONTROL
 AK5548
 AK5548  NAD 83(1986)-  28 26 22.91991(N)    080 34 44.40445(W) AD(       ) 2
 AK5548  NAD 27      -  28 26 21.91081(N)    080 34 45.21691(W) AD(       ) 2
 AK5548  NGVD 29 (07/19/86)    2.82   (m)            9.3    (f) LEVELING    3  
 AK5548
 AK5548.Superseded values are not recommended for survey control.
 AK5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5548.See file dsdata.txt to determine how the superseded data were derived.
 AK5548
 AK5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4122545984(NAD 83)
 AK5548_MARKER: DS = TRIANGULATION STATION DISK
 AK5548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5548
 AK5548  HISTORY     - Date     Condition        Report By
 AK5548  HISTORY     - 1963     MONUMENTED       CGS
 AK5548
 AK5548                          STATION DESCRIPTION
 AK5548
 AK5548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LSB)
 AK5548'LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 30.  IT IS 73 FEET
 AK5548'SOUTHEAST OF A METAL LIGHTPOST AND 55 FEET EAST OF THE EAST EDGE
 AK5548'OF A BLACK-TOP DRIVE THAT SURROUNDS PAD 30.  A SMOOTH BRASS DISK,
 AK5548'SET IN A 10 X 10 INCH CONCRETE POST THAT PROJECTS 4 INCHES, AND
 AK5548'THE DISK IS STAMPED 30 D 1963.  NOTE--AN UNDERGROUND MARK
 AK5548'WAS SET.  A PUNCH HOLE IN THE APPROXIMATE CENTER OF THE DISK
 AK5548'MARKS THE STATION.
 AK5548'
 AK5548'30 D 105 IS 155 FEET EAST OF THE EAST EDGE OF THE BLACK-TOP
 AK5548'DRIVE THAT SURROUNDS THE PAD.  A SMOOTH BRASS DISK, SET IN A 10 X 10
 AK5548'INCH CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 AK5548'30 D 105 1963.  A PUNCH HOLE IN THE APPROXIMATE CENTER OF THE DISK
 AK5548'WAS USED FOR THE REFERENCE.
 AK5548'
 AK5548'30 D 285 IS 62 FEET SOUTH OF THE NORTH EDGE OF THE BLACK-TOP
 AK5548'DRIVE THAT SURROUNDS PAD 30, 33 FEET WEST OF THE EAST EDGE OF
 AK5548'THE BLACKTOP DRIVE, AND 7 FEET EAST OF A CONCRETE PAD.  A SMOOTH
 AK5548'BRASS DISK SET IN A 10 X 10 INCH CONCRETE POST, FLUSH WITH THE
 AK5548'SURFACE, AND THE DISK IS STAMPED 30 D 285 1963.  A PUNCH HOLE
 AK5548'IN THE APPROXIMATE CENTER OF THE DISK WAS USED FOR THE
 AK5548'REFERENCE.
 AK5548'
 AK5548'TRAVERSE CONNECTIONS WERE MADE AS SHOWN ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0709 ***********************************************************************
 AQ0709  DESIGNATION -  30 JAS
 AQ0709  PID         -  AQ0709
 AQ0709  STATE/COUNTY-  FL/MARION
 AQ0709  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ0709
 AQ0709                         *CURRENT SURVEY CONTROL
 AQ0709  ___________________________________________________________________
 AQ0709* NAD 83(1986)-  29 10 41.     (N)    081 43 38.     (W)     SCALED    
 AQ0709* NAVD 88     -        26.832  (meters)      88.03   (feet)  ADJUSTED  
 AQ0709  ___________________________________________________________________
 AQ0709  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AQ0709  DYNAMIC HT  -          26.795 (meters)      87.91  (feet)  COMP
 AQ0709  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 AQ0709
 AQ0709  VERT ORDER  -  FIRST     CLASS II
 AQ0709
 AQ0709.The horizontal coordinates were scaled from a topographic map and have
 AQ0709.an estimated accuracy of +/- 6 seconds.
 AQ0709
 AQ0709.The orthometric height was determined by differential leveling
 AQ0709.and adjusted by the National Geodetic Survey in September 1997..
 AQ0709
 AQ0709.The geoid height was determined by GEOID03.
 AQ0709
 AQ0709.The dynamic height is computed by dividing the NAVD 88
 AQ0709.geopotential number by the normal gravity value computed on the
 AQ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0709.degrees latitude (g = 980.6199 gals.).
 AQ0709
 AQ0709.The modeled gravity was interpolated from observed gravity values.
 AQ0709
 AQ0709;                    North         East    Units  Estimated Accuracy
 AQ0709;SPC FL W     -   536,800.      226,530.      MT  (+/- 180 meters Scaled)
 AQ0709
 AQ0709                          SUPERSEDED SURVEY CONTROL
 AQ0709
 AQ0709  NAVD 88 (06/15/91)   26.808  (m)           87.95   (f) UNKNOWN     1 2
 AQ0709  NGVD 29 (??/??/92)   27.129  (m)           89.01   (f) ADJ UNCH    1 2
 AQ0709
 AQ0709.Superseded values are not recommended for survey control.
 AQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0709.See file dsdata.txt to determine how the superseded data were derived.
 AQ0709
 AQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN292279(NAD 83)
 AQ0709_MARKER: DB = BENCH MARK DISK
 AQ0709_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AQ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0709_STAMPING: 30 JAS 1966 89
 AQ0709_MARK LOGO: USGS  
 AQ0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0709+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 AQ0709
 AQ0709  HISTORY     - Date     Condition        Report By
 AQ0709  HISTORY     - 1966     MONUMENTED       USGS
 AQ0709  HISTORY     - 1968     GOOD             NGS
 AQ0709  HISTORY     - 1990     GOOD             USPSQD
 AQ0709  HISTORY     - 19960814 GOOD             FLDEP
 AQ0709  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 AQ0709
 AQ0709                          STATION DESCRIPTION
 AQ0709
 AQ0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0709'13.1 MI W FROM ASTOR.
 AQ0709'ABOUT 13.1 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST
 AQ0709'END OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, NEAR
 AQ0709'THE JUNCTION OF FOREST SERVICE ROAD NO. 65 LEADING NORTH, 114
 AQ0709'FEET EAST OF THE CENTER LINE OF THE FOREST SERVICE ROAD, 64 FEET
 AQ0709'NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTHWEST OF
 AQ0709'A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT
 AQ0709'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AQ0709'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0709
 AQ0709                          STATION RECOVERY (1990)
 AQ0709
 AQ0709'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0709'RECOVERED IN GOOD CONDITION.
 AQ0709
 AQ0709                          STATION RECOVERY (1996)
 AQ0709
 AQ0709'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0709'THE MARK IS ABOUT 12.0 MI (19.3 KM) WEST OF ASTOR, 10.1 MI (16.3 KM)
 AQ0709'EAST OF LYNNE IN SECTION 19, TOWNSHIP 15 SOUTH, RANGE 26 EAST. TO
 AQ0709'REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD 40
 AQ0709'FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD 19, CONTINUE
 AQ0709'WEST ON STATE ROAD 40 FOR 5.35 MI (8.61 KM) TO THE MARK ON THE RIGHT,
 AQ0709'SET IN THE TOP OF A 5-INCH SQUARE PREFABRICATED CONCRETE POST
 AQ0709'PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.5
 AQ0709'FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 40. LOCATED 114.3 FT (34.8 M)
 AQ0709'NORTH-NORTHEAST AND ACROSS STATE ROAD 40 FROM A POWER POLE, 103.2 FT
 AQ0709'(31.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD NUMBER
 AQ0709'65, 63.7 FT (19.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AQ0709'40, 39.4 FT (12.0 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF THE
 AQ0709'WESTBOUND LANE OF STATE ROAD 40 AND 0.9 FT (27.4 CM) SOUTH OF A METAL
 AQ0709'WITNESS POST.
 AQ0709
 AQ0709                          STATION RECOVERY (2005)
 AQ0709
 AQ0709'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4358 ***********************************************************************
 BG4358  DESIGNATION -  30 PLUS 00 USE 1951
 BG4358  PID         -  BG4358
 BG4358  STATE/COUNTY-  FL/OKALOOSA
 BG4358  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4358
 BG4358                         *CURRENT SURVEY CONTROL
 BG4358  ___________________________________________________________________
 BG4358* NAD 83(1990)-  30 28 52.78722(N)    086 31 03.80404(W)     ADJUSTED  
 BG4358* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 BG4358  ___________________________________________________________________
 BG4358  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BG4358  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4358
 BG4358  HORZ ORDER  -  SECOND
 BG4358
 BG4358.The horizontal coordinates were established by classical geodetic methods
 BG4358.and adjusted by the National Geodetic Survey in December 1992..
 BG4358
 BG4358.The orthometric height was scaled from a topographic map.
 BG4358
 BG4358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4358
 BG4358.The geoid height was determined by GEOID03.
 BG4358
 BG4358;                    North         East     Units Scale Factor Converg.
 BG4358;SPC FL N     -   165,917.358   406,280.942   MT  0.99996340   -1 00 50.2
 BG4358;SPC FL N     -   544,347.20  1,332,940.06   sFT  0.99996340   -1 00 50.2
 BG4358;UTM  16      - 3,372,221.372   546,288.626   MT  0.99962643   +0 14 40.7
 BG4358
 BG4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4358!SPC FL N     -   1.00000148  x   0.99996340  =   0.99996488
 BG4358!UTM  16      -   1.00000148  x   0.99962643  =   0.99962791
 BG4358
 BG4358:                Primary Azimuth Mark                     Grid Az
 BG4358:SPC FL N     -  60 PLUS 00 USE 1951                      013 11 43.3
 BG4358:UTM  16      -  60 PLUS 00 USE 1951                      011 56 12.4
 BG4358
 BG4358|---------------------------------------------------------------------|
 BG4358| PID    Reference Object                     Distance      Geod. Az  |
 BG4358|                                                           dddmmss.s |
 BG4358| BG4346 60 PLUS 00 USE 1951                 APPROX. 0.9 KM 0121053.1 |
 BG4358| BG4357 20 PLUS 00 USE 1951                 304.828 METERS 19211     |
 BG4358|---------------------------------------------------------------------|
 BG4358
 BG4358                          SUPERSEDED SURVEY CONTROL
 BG4358
 BG4358  NAD 83(1990)-  30 28 52.78724(N)    086 31 03.80404(W) AD(       ) 2
 BG4358  NAD 83(1986)-  30 28 52.80593(N)    086 31 03.81079(W) AD(       ) 2
 BG4358  NAD 27      -  30 28 52.09100(N)    086 31 03.99000(W) AD(       ) 2
 BG4358
 BG4358.Superseded values are not recommended for survey control.
 BG4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4358.See file dsdata.txt to determine how the superseded data were derived.
 BG4358
 BG4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4628972221(NAD 83)
 BG4358_MARKER: DD = SURVEY DISK
 BG4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4358_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4358+STABILITY: SURFACE MOTION
 BG4358
 BG4358  HISTORY     - Date     Condition        Report By
 BG4358  HISTORY     - 1951     MONUMENTED       USE
 BG4358  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG4358
 BG4358                          STATION DESCRIPTION
 BG4358
 BG4358'DESCRIBED BY US ENGINEERS 1951 (DAJ)
 BG4358'STATION IS LOCATED ABOUT 300 FEET WEST OF THE WEST EDGE OF THE
 BG4358'MAIN NORTH-SOUTH RUNWAY OF EGLIN FIELD AND 1.31 MILES SOUTH OF
 BG4358'THE NORTH END OF THE NORTH-SOUTH RUNWAY.  THE MARK IS A 6 BY 6
 BG4358'INCH CONCRETE POST THAT PROJECTS ABOUT 4 INCHES WITH A BRONZE
 BG4358'DISK IN THE CENTER THAT IS STAMPED, 30+00 65.38 USE.
 BG4358'
 BG4358'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4358
 BG4358                          STATION RECOVERY (1987)
 BG4358
 BG4358'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7040 ***********************************************************************
 AK7040  DESIGNATION -  30 WSM RESET
 AK7040  PID         -  AK7040
 AK7040  STATE/COUNTY-  FL/VOLUSIA
 AK7040  USGS QUAD   -  LAKE HELEN (1980)
 AK7040
 AK7040                         *CURRENT SURVEY CONTROL
 AK7040  ___________________________________________________________________
 AK7040* NAD 83(1999)-  28 52 46.73994(N)    081 09 56.89476(W)     ADJUSTED  
 AK7040* NAVD 88     -        14.0    (meters)      46.     (feet)  GPS OBS   
 AK7040  ___________________________________________________________________
 AK7040  X           -     858,377.207 (meters)                     COMP
 AK7040  Y           -  -5,522,974.430 (meters)                     COMP
 AK7040  Z           -   3,062,221.181 (meters)                     COMP
 AK7040  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AK7040  ELLIP HEIGHT-         -13.90  (meters)          (09/30/02) GPS OBS
 AK7040  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AK7040
 AK7040  HORZ ORDER  -  SECOND
 AK7040  ELLP ORDER  -  FOURTH    CLASS II
 AK7040
 AK7040.The horizontal coordinates were established by GPS observations
 AK7040.and adjusted by the National Geodetic Survey in September 2002..
 AK7040
 AK7040.The orthometric height was determined by GPS observations and a
 AK7040.high-resolution geoid model.
 AK7040
 AK7040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7040
 AK7040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7040
 AK7040.The ellipsoidal height was determined by GPS observations
 AK7040.and is referenced to NAD 83.
 AK7040
 AK7040.The geoid height was determined by GEOID03.
 AK7040
 AK7040;                    North         East     Units Scale Factor Converg.
 AK7040;SPC FL E     -   503,703.163   183,826.490   MT  0.99994440   -0 04 48.3
 AK7040;SPC FL E     - 1,652,566.13    603,104.08   sFT  0.99994440   -0 04 48.3
 AK7040;UTM  17      - 3,194,663.283   483,832.009   MT  0.99960323   -0 04 48.3
 AK7040
 AK7040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7040!SPC FL E     -   1.00000218  x   0.99994440  =   0.99994658
 AK7040!UTM  17      -   1.00000218  x   0.99960323  =   0.99960541
 AK7040
 AK7040                          SUPERSEDED SURVEY CONTROL
 AK7040
 AK7040  NAD 83(1990)-  28 52 46.74008(N)    081 09 56.89453(W) AD(       ) 2
 AK7040  ELLIP H (03/04/92)  -13.86   (m)                       GP(       ) 4 2
 AK7040
 AK7040.Superseded values are not recommended for survey control.
 AK7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7040.See file dsdata.txt to determine how the superseded data were derived.
 AK7040
 AK7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8383294663(NAD 83)
 AK7040_MARKER: DV = VERTICAL CONTROL DISK
 AK7040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7040_SP_SET: CONCRETE POST
 AK7040_STAMPING: 4682 30WSM 1961 RESET 1975
 AK7040_MARK LOGO: USGS  
 AK7040_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7040+STABILITY: SURFACE MOTION
 AK7040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7040+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1990
 AK7040
 AK7040  HISTORY     - Date     Condition        Report By
 AK7040  HISTORY     - UNK      MONUMENTED
 AK7040  HISTORY     - 19900226 GOOD             STEINA
 AK7040
 AK7040                          STATION DESCRIPTION
 AK7040
 AK7040'DESCRIBED BY STEINMAN AND ASSOCIATES 1990
 AK7040'THE STATION IS LOCATED 2.0 MI (3.2 KM) NORTH OF OSTEEN, IN THE
 AK7040'SOUTHEAST 1/4 OF SECTION 36-T18S-R31E, IN A PRIVATE UNDEVELOPED LOT.
 AK7040'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF HOWLAND
 AK7040'BLVD. AND ELKCAM BLVD. IN DELTONA, PROCEED SOUTHERLY ALONG HOWLAND
 AK7040'BLVD. FOR A DISTANCE OF 3.7 MI (6.0 KM) TO THE INTERSECTION OF FORT
 AK7040'SMITH BLVD. AND THE STATION ON THE RIGHT.  THE STATION IS AN 8 X 8 INC
 AK7040'CONCRETE MONUMENT, WITH A U.S.G.S. BRASS DISK STAMPED--4682 30WSM
 AK7040'1961 RESET 1975-- AND A STAMPED ELEVATION OF --46.825--, WHICH LIES IN
 AK7040'THE SOUTHWESTERN QUADRANT OF THE INTERSECTION.  THE STATION IS
 AK7040'LOCATED 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST, 87.0 FT
 AK7040'(26.5 M) SOUTH OF THE CENTERLINE OF FORT SMITH BLVD., AND 97.0 FT
 AK7040'(29.6 M) WEST OF THE CENTERLINE OF HOWLAND BLVD.
 AK7040'REFERENCES--
 AK7040'KEITH AND SCHNARS REBAR AND CAP, SET 40.0 FT (12.2 M) SOUTH OF THE
 AK7040'CENTERLINE OF FORT SMITH BLVD. AND 97.0 FT (29.6 M) WEST OF THE
 AK7040'CENTERLINE OF HOWLAND BLVD., NORTH 28 DEGREES WEST AT 51.72 FT
 AK7040'(15.76 M) .
 AK7040'KEITH AND SCHNARS REBAR AND CAP, SET 88.0 FT (26.8 M) SOUTH OF THE
 AK7040'CENTERLINE OF FORT SMITH BLVD. AND 33.0 FT (10.1 M) WEST OF THE
 AK7040'CENTERLINE OF HOWLAND BLVD., NORTH 85 DEGREES EAST AT 43.33 FT
 AK7040'(13.21 M) .
 AK7040'KEITH AND SCHNARS REBAR AND CAP, SET 135.0 FT (41.1 M) SOUTH OF THE
 AK7040'CENTERLINE OF FORT SMITH BLVD. AND 34.0 FT (10.4 M) WEST OF THE
 AK7040'CENTERLINE OF HOWLAND BLVD., SOUTH 42 DEGREES EAST AT 59.32 FT
 AK7040'(18.08 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0113 ***********************************************************************
 AL0113  DESIGNATION -  300 FLHD
 AL0113  PID         -  AL0113
 AL0113  STATE/COUNTY-  FL/PINELLAS
 AL0113  USGS QUAD   -  ELFERS (1987)
 AL0113
 AL0113                         *CURRENT SURVEY CONTROL
 AL0113  ___________________________________________________________________
 AL0113* NAD 83(1986)-  28 08 49.     (N)    082 41 29.     (W)     SCALED    
 AL0113* NAVD 88     -         6.382  (meters)      20.94   (feet)  ADJUSTED  
 AL0113  ___________________________________________________________________
 AL0113  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0113  DYNAMIC HT  -           6.373 (meters)      20.91  (feet)  COMP
 AL0113  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 AL0113
 AL0113  VERT ORDER  -  SECOND    CLASS II
 AL0113
 AL0113.The horizontal coordinates were scaled from a topographic map and have
 AL0113.an estimated accuracy of +/- 6 seconds.
 AL0113
 AL0113.The orthometric height was determined by differential leveling
 AL0113.and adjusted by the National Geodetic Survey in June 1991..
 AL0113
 AL0113.The geoid height was determined by GEOID03.
 AL0113
 AL0113.The dynamic height is computed by dividing the NAVD 88
 AL0113.geopotential number by the normal gravity value computed on the
 AL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0113.degrees latitude (g = 980.6199 gals.).
 AL0113
 AL0113.The modeled gravity was interpolated from observed gravity values.
 AL0113
 AL0113;                    North         East    Units  Estimated Accuracy
 AL0113;SPC FL W     -   422,690.      132,090.      MT  (+/- 180 meters Scaled)
 AL0113
 AL0113                          SUPERSEDED SURVEY CONTROL
 AL0113
 AL0113  NGVD 29 (??/??/92)    6.639  (m)           21.78   (f) ADJ UNCH    2 2
 AL0113
 AL0113.Superseded values are not recommended for survey control.
 AL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0113.See file dsdata.txt to determine how the superseded data were derived.
 AL0113
 AL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM339146(NAD 83)
 AL0113_MARKER: DD = SURVEY DISK
 AL0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0113_SP_SET: CULVERT
 AL0113_STAMPING: 300
 AL0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0113
 AL0113  HISTORY     - Date     Condition        Report By
 AL0113  HISTORY     - UNK      MONUMENTED       FLHD
 AL0113  HISTORY     - 1976     GOOD             NGS
 AL0113  HISTORY     - 1990     GOOD             USPSQD
 AL0113
 AL0113                          STATION DESCRIPTION
 AL0113
 AL0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0113'1.8 MI E FROM TARPON SPRINGS.
 AL0113'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0113'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 3.45 MILES.
 AL0113'STATION ON RIGHT, 20.5 FT. S.S.W. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0113'82.7 FT. E.N.E. OF THE POWER POLE (NUMBER 12A-5059-R).  SET IN THE TOP
 AL0113'OF A CONCRETE HEADWALL.  SECTION 10, T 27, R 16.
 AL0113
 AL0113                          STATION RECOVERY (1990)
 AL0113
 AL0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2235 ***********************************************************************
 AC2235  DESIGNATION -  3000
 AC2235  PID         -  AC2235
 AC2235  STATE/COUNTY-  FL/MIAMI-DADE
 AC2235  USGS QUAD   -  MIAMI (1994)
 AC2235
 AC2235                         *CURRENT SURVEY CONTROL
 AC2235  ___________________________________________________________________
 AC2235* NAD 83(1986)-  25 45 49.     (N)    080 08 23.     (W)     SCALED    
 AC2235* NAVD 88     -         1.148  (meters)       3.77   (feet)  ADJUSTED  
 AC2235  ___________________________________________________________________
 AC2235  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AC2235  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 AC2235  MODELED GRAV-     979,027.2   (mgal)                       NAVD 88
 AC2235
 AC2235  VERT ORDER  -  SECOND    CLASS 0
 AC2235
 AC2235.The horizontal coordinates were scaled from a topographic map and have
 AC2235.an estimated accuracy of +/- 6 seconds.
 AC2235
 AC2235.The orthometric height was determined by differential leveling
 AC2235.and adjusted by the National Geodetic Survey in June 1991..
 AC2235
 AC2235.The geoid height was determined by GEOID03.
 AC2235
 AC2235.The dynamic height is computed by dividing the NAVD 88
 AC2235.geopotential number by the normal gravity value computed on the
 AC2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2235.degrees latitude (g = 980.6199 gals.).
 AC2235
 AC2235.The modeled gravity was interpolated from observed gravity values.
 AC2235
 AC2235;                    North         East    Units  Estimated Accuracy
 AC2235;SPC FL E     -   158,710.      286,300.      MT  (+/- 180 meters Scaled)
 AC2235
 AC2235                          SUPERSEDED SURVEY CONTROL
 AC2235
 AC2235  NGVD 29 (??/??/92)    1.625  (m)            5.33   (f) ADJ UNCH    2 0
 AC2235
 AC2235.Superseded values are not recommended for survey control.
 AC2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2235.See file dsdata.txt to determine how the superseded data were derived.
 AC2235
 AC2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ862497(NAD 83)
 AC2235_MARKER: DD = SURVEY DISK
 AC2235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2235_SP_SET: CONCRETE SLAB
 AC2235_STAMPING: 3000 W SJ 1939
 AC2235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2235
 AC2235  HISTORY     - Date     Condition        Report By
 AC2235  HISTORY     - 1939     MONUMENTED       DOD
 AC2235  HISTORY     - 1970     GOOD             NGS
 AC2235
 AC2235                          STATION DESCRIPTION
 AC2235
 AC2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2235'AT MIAMI BEACH.
 AC2235'ON FISHER ISLAND, ACROSS GOVERNMENT CUT FROM THE SOUTH END OF
 AC2235'MIAMI BEACH, 0.1 MILE EAST ALONG A STONE SEAWALL FROM THE BOAT
 AC2235'HOUSE, ALONG THE NORTH SIDE OF THE ISLAND, AT THE OLD U.S.
 AC2235'QUARANTINE STATION NOW OCCUPIED BY MEMBERS OF THE UNIVERSITY OF
 AC2235'MIAMI, ON TOP OF THE STONE SEAWALL, 78 FEET NORTHWEST OF THE
 AC2235'FLAGPOLE, 1 FOOT ABOVE THE LEVEL OF THE GROUND AND FLUSH WITH A
 AC2235'4-FOOT SQUARE CONCRETE SLAB POURED AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3972 ***********************************************************************
 BE3972  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3972  DESIGNATION -  300842 AD 1
 BE3972  PID         -  BE3972
 BE3972  STATE/COUNTY-  FL/WAKULLA
 BE3972  USGS QUAD   -  SOPCHOPPY (1972)
 BE3972
 BE3972                         *CURRENT SURVEY CONTROL
 BE3972  ___________________________________________________________________
 BE3972* NAD 83(1986)-  30 01 34.     (N)    084 23 13.     (W)     SCALED    
 BE3972* NAVD 88     -         1.112  (meters)       3.65   (feet)  ADJUSTED  
 BE3972  ___________________________________________________________________
 BE3972  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BE3972  DYNAMIC HT  -           1.111 (meters)       3.65  (feet)  COMP
 BE3972  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BE3972
 BE3972  VERT ORDER  -  SECOND    CLASS I
 BE3972
 BE3972.The horizontal coordinates were scaled from a topographic map and have
 BE3972.an estimated accuracy of +/- 6 seconds.
 BE3972
 BE3972.The orthometric height was determined by differential leveling
 BE3972.and adjusted by the National Geodetic Survey in September 1996..
 BE3972
 BE3972.This Tidal Bench Mark is designated as VM 9794
 BE3972.by the Center for Operational Oceanographic Products and Services.
 BE3972
 BE3972.The geoid height was determined by GEOID03.
 BE3972
 BE3972.The dynamic height is computed by dividing the NAVD 88
 BE3972.geopotential number by the normal gravity value computed on the
 BE3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3972.degrees latitude (g = 980.6199 gals.).
 BE3972
 BE3972.The modeled gravity was interpolated from observed gravity values.
 BE3972
 BE3972;                    North         East    Units  Estimated Accuracy
 BE3972;SPC FL N     -   113,750.      610,910.      MT  (+/- 180 meters Scaled)
 BE3972
 BE3972                          SUPERSEDED SURVEY CONTROL
 BE3972
 BE3972.No superseded survey control is available for this station.
 BE3972
 BE3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU520245(NAD 83)
 BE3972_MARKER: DD = SURVEY DISK
 BE3972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3972_SP_SET: COPPER-CLAD STEEL ROD
 BE3972_STAMPING: 300842-AD-1 1975
 BE3972_MARK LOGO: FLDNR 
 BE3972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3972
 BE3972  HISTORY     - Date     Condition        Report By
 BE3972  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3972  HISTORY     - 1986     GOOD             FLDNR
 BE3972
 BE3972                          STATION DESCRIPTION
 BE3972
 BE3972'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3972'IN PANACEA.
 BE3972'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.65 MILE SOUTH ON U.S.
 BE3972'HIGHWAY 98 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST
 BE3972'ON ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE, GO 0.3 MILE
 BE3972'NORTH ON CLARK DRIVE TO THE PROPERTY OF JACK RUDLOE AND THE MARK.
 BE3972'THE MARK BEARS 85.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 BE3972'THE RUDLOE HOUSE, 61 FEET SOUTH OF THE DOCK, AND IS AT THE SOUTHEAST
 BE3972'CORNER OF THE RUDLOE PROPERTY.  THE MARK IS A FLORIDA DISK SET ATOP A
 BE3972'COPPER COATED STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PVC PIPE
 BE3972'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3973 ***********************************************************************
 BE3973  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3973  DESIGNATION -  300842 AD 2
 BE3973  PID         -  BE3973
 BE3973  STATE/COUNTY-  FL/WAKULLA
 BE3973  USGS QUAD   -  SOPCHOPPY (1972)
 BE3973
 BE3973                         *CURRENT SURVEY CONTROL
 BE3973  ___________________________________________________________________
 BE3973* NAD 83(1986)-  30 01 35.     (N)    084 23 13.     (W)     SCALED    
 BE3973* NAVD 88     -         0.882  (meters)       2.89   (feet)  ADJUSTED  
 BE3973  ___________________________________________________________________
 BE3973  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BE3973  DYNAMIC HT  -           0.881 (meters)       2.89  (feet)  COMP
 BE3973  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BE3973
 BE3973  VERT ORDER  -  SECOND    CLASS I
 BE3973
 BE3973.The horizontal coordinates were scaled from a topographic map and have
 BE3973.an estimated accuracy of +/- 6 seconds.
 BE3973
 BE3973.The orthometric height was determined by differential leveling
 BE3973.and adjusted by the National Geodetic Survey in September 1996..
 BE3973
 BE3973.This Tidal Bench Mark is designated as VM 9795
 BE3973.by the Center for Operational Oceanographic Products and Services.
 BE3973
 BE3973.The geoid height was determined by GEOID03.
 BE3973
 BE3973.The dynamic height is computed by dividing the NAVD 88
 BE3973.geopotential number by the normal gravity value computed on the
 BE3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3973.degrees latitude (g = 980.6199 gals.).
 BE3973
 BE3973.The modeled gravity was interpolated from observed gravity values.
 BE3973
 BE3973;                    North         East    Units  Estimated Accuracy
 BE3973;SPC FL N     -   113,780.      610,910.      MT  (+/- 180 meters Scaled)
 BE3973
 BE3973                          SUPERSEDED SURVEY CONTROL
 BE3973
 BE3973.No superseded survey control is available for this station.
 BE3973
 BE3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU520245(NAD 83)
 BE3973_MARKER: DD = SURVEY DISK
 BE3973_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3973_SP_SET: COPPER-CLAD STEEL ROD
 BE3973_STAMPING: 300842-AD-2 1975
 BE3973_MARK LOGO: FLDNR 
 BE3973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3973
 BE3973  HISTORY     - Date     Condition        Report By
 BE3973  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3973  HISTORY     - 1986     GOOD             FLDNR
 BE3973
 BE3973                          STATION DESCRIPTION
 BE3973
 BE3973'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3973'IN PANACEA.
 BE3973'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.65 MILE SOUTH ON U.S.
 BE3973'HIGHWAY 98 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST
 BE3973'ON ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE, GO 0.3 MILE
 BE3973'NORTH ON CLARK DRIVE TO THE PROPERTY OF JACK RUDLOE AND THE MARK.
 BE3973'THE MARK BEARS 45 FEET NORTH-NORTHEAST OF THE RUDLOE HOUSE, 96 FEET
 BE3973'NORTHWEST OF THE DOCK, AND 60 FEET WEST OF TIDAL BENCH MARK
 BE3973'300842-AD-3.  THE MARK IS A DISK SET ATOP A COPPER COATED STEEL ROD
 BE3973'DRIVEN TO REFUSAL AND ENCASED IN A PCV PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3974 ***********************************************************************
 BE3974  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3974  DESIGNATION -  300842 AD 3
 BE3974  PID         -  BE3974
 BE3974  STATE/COUNTY-  FL/WAKULLA
 BE3974  USGS QUAD   -  SOPCHOPPY (1972)
 BE3974
 BE3974                         *CURRENT SURVEY CONTROL
 BE3974  ___________________________________________________________________
 BE3974* NAD 83(1986)-  30 01 35.     (N)    084 23 13.     (W)     SCALED    
 BE3974* NAVD 88     -         0.828  (meters)       2.72   (feet)  ADJUSTED  
 BE3974  ___________________________________________________________________
 BE3974  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BE3974  DYNAMIC HT  -           0.827 (meters)       2.71  (feet)  COMP
 BE3974  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BE3974
 BE3974  VERT ORDER  -  SECOND    CLASS I
 BE3974
 BE3974.The horizontal coordinates were scaled from a topographic map and have
 BE3974.an estimated accuracy of +/- 6 seconds.
 BE3974
 BE3974.The orthometric height was determined by differential leveling
 BE3974.and adjusted by the National Geodetic Survey in September 1996..
 BE3974
 BE3974.This Tidal Bench Mark is designated as VM 9796
 BE3974.by the Center for Operational Oceanographic Products and Services.
 BE3974
 BE3974.The geoid height was determined by GEOID03.
 BE3974
 BE3974.The dynamic height is computed by dividing the NAVD 88
 BE3974.geopotential number by the normal gravity value computed on the
 BE3974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3974.degrees latitude (g = 980.6199 gals.).
 BE3974
 BE3974.The modeled gravity was interpolated from observed gravity values.
 BE3974
 BE3974;                    North         East    Units  Estimated Accuracy
 BE3974;SPC FL N     -   113,780.      610,910.      MT  (+/- 180 meters Scaled)
 BE3974
 BE3974                          SUPERSEDED SURVEY CONTROL
 BE3974
 BE3974.No superseded survey control is available for this station.
 BE3974
 BE3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU520245(NAD 83)
 BE3974_MARKER: DD = SURVEY DISK
 BE3974_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3974_SP_SET: COPPER-CLAD STEEL ROD
 BE3974_STAMPING: 300842-AD-3 1975
 BE3974_MARK LOGO: FLDNR 
 BE3974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3974
 BE3974  HISTORY     - Date     Condition        Report By
 BE3974  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3974  HISTORY     - 1986     GOOD             FLDNR
 BE3974
 BE3974                          STATION DESCRIPTION
 BE3974
 BE3974'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3974'IN PANACEA.
 BE3974'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.65 MILE SOUTH ON U.S.
 BE3974'HIGHWAY 98 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST
 BE3974'ON ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE, GO 0.3 MILE
 BE3974'NORTH ON CLARK DRIVE TO THE PROPERTY OF JACK RUDLOE AND THE MARK.
 BE3974'THE MARK BEARS 90.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 BE3974'THE RUDLOE HOUSE, 60 FEET NORTH OF THE DOCK, 8.3 FEET WEST OF THE
 BE3974'NORTHWEST CORNER OF OF A CONCRETE FISH HOLDING TANK, AND 119.5 FEET
 BE3974'NORTH OF TIDAL BENCHMARK 300842-AD-1.  THE MARK IS A DISK SET ATOP A
 BE3974'COPPER COASTED STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PCV PIPE
 BE3974'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3975 ***********************************************************************
 BE3975  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3975  DESIGNATION -  300842 AD 4
 BE3975  PID         -  BE3975
 BE3975  STATE/COUNTY-  FL/WAKULLA
 BE3975  USGS QUAD   -  SOPCHOPPY (1972)
 BE3975
 BE3975                         *CURRENT SURVEY CONTROL
 BE3975  ___________________________________________________________________
 BE3975* NAD 83(1986)-  30 01 18.     (N)    084 23 13.     (W)     SCALED    
 BE3975* NAVD 88     -         2.328  (meters)       7.64   (feet)  ADJUSTED  
 BE3975  ___________________________________________________________________
 BE3975  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BE3975  DYNAMIC HT  -           2.325 (meters)       7.63  (feet)  COMP
 BE3975  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 BE3975
 BE3975  VERT ORDER  -  SECOND    CLASS I
 BE3975
 BE3975.The horizontal coordinates were scaled from a topographic map and have
 BE3975.an estimated accuracy of +/- 6 seconds.
 BE3975
 BE3975.The orthometric height was determined by differential leveling
 BE3975.and adjusted by the National Geodetic Survey in September 1996..
 BE3975
 BE3975.This Tidal Bench Mark is designated as VM 9797
 BE3975.by the Center for Operational Oceanographic Products and Services.
 BE3975
 BE3975.The geoid height was determined by GEOID03.
 BE3975
 BE3975.The dynamic height is computed by dividing the NAVD 88
 BE3975.geopotential number by the normal gravity value computed on the
 BE3975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3975.degrees latitude (g = 980.6199 gals.).
 BE3975
 BE3975.The modeled gravity was interpolated from observed gravity values.
 BE3975
 BE3975;                    North         East    Units  Estimated Accuracy
 BE3975;SPC FL N     -   113,250.      610,910.      MT  (+/- 180 meters Scaled)
 BE3975
 BE3975                          SUPERSEDED SURVEY CONTROL
 BE3975
 BE3975.No superseded survey control is available for this station.
 BE3975
 BE3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU520240(NAD 83)
 BE3975_MARKER: DD = SURVEY DISK
 BE3975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3975_SP_SET: CULVERT HEADWALL
 BE3975_STAMPING: 300842-AD-4 1975
 BE3975_MARK LOGO: FLDNR 
 BE3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3975+STABILITY: SURFACE MOTION
 BE3975
 BE3975  HISTORY     - Date     Condition        Report By
 BE3975  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3975  HISTORY     - 1986     GOOD             FLDNR
 BE3975
 BE3975                          STATION DESCRIPTION
 BE3975
 BE3975'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3975'IN PANACEA.
 BE3975'BEGIN AT THE POST OFFICE IN PANCEA, GO 0.65 MILE SOUTH ON U.S.
 BE3975'HIGHWAY 1 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST ON
 BE3975'ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE AND THE MARK.  THE
 BE3975'MARK BEARS 27.9 FEET NORTH OF THE CENTERLINE OF ROCKLANDING STREET,
 BE3975'24.9 FEET EAST OF THE CENTERLINE OF CLARK DRIVE, AND IS SET IN THE
 BE3975'CENTER OF A CULVERT HEADWALL.  THE MARK IS A FLORIDA DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3976 ***********************************************************************
 BE3976  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3976  DESIGNATION -  300842 AD 5
 BE3976  PID         -  BE3976
 BE3976  STATE/COUNTY-  FL/WAKULLA
 BE3976  USGS QUAD   -  SOPCHOPPY (1972)
 BE3976
 BE3976                         *CURRENT SURVEY CONTROL
 BE3976  ___________________________________________________________________
 BE3976* NAD 83(1986)-  30 01 18.     (N)    084 23 13.     (W)     SCALED    
 BE3976* NAVD 88     -         2.476  (meters)       8.12   (feet)  ADJUSTED  
 BE3976  ___________________________________________________________________
 BE3976  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BE3976  DYNAMIC HT  -           2.473 (meters)       8.11  (feet)  COMP
 BE3976  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 BE3976
 BE3976  VERT ORDER  -  SECOND    CLASS I
 BE3976
 BE3976.The horizontal coordinates were scaled from a topographic map and have
 BE3976.an estimated accuracy of +/- 6 seconds.
 BE3976
 BE3976.The orthometric height was determined by differential leveling
 BE3976.and adjusted by the National Geodetic Survey in September 1996..
 BE3976
 BE3976.This Tidal Bench Mark is designated as VM 9798
 BE3976.by the Center for Operational Oceanographic Products and Services.
 BE3976
 BE3976.The geoid height was determined by GEOID03.
 BE3976
 BE3976.The dynamic height is computed by dividing the NAVD 88
 BE3976.geopotential number by the normal gravity value computed on the
 BE3976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3976.degrees latitude (g = 980.6199 gals.).
 BE3976
 BE3976.The modeled gravity was interpolated from observed gravity values.
 BE3976
 BE3976;                    North         East    Units  Estimated Accuracy
 BE3976;SPC FL N     -   113,250.      610,910.      MT  (+/- 180 meters Scaled)
 BE3976
 BE3976                          SUPERSEDED SURVEY CONTROL
 BE3976
 BE3976.No superseded survey control is available for this station.
 BE3976
 BE3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU520240(NAD 83)
 BE3976_MARKER: DD = SURVEY DISK
 BE3976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3976_SP_SET: CULVERT HEADWALL
 BE3976_STAMPING: 300842-AD-5 1975
 BE3976_MARK LOGO: FLDNR 
 BE3976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3976+STABILITY: SURFACE MOTION
 BE3976
 BE3976  HISTORY     - Date     Condition        Report By
 BE3976  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3976  HISTORY     - 1986     GOOD             FLDNR
 BE3976
 BE3976                          STATION DESCRIPTION
 BE3976
 BE3976'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3976'IN PANACEA.
 BE3976'BEGIN AT THE POST OFFICE IN PANCEA, GO 0.65 MILE SOUTH ON U.S.
 BE3976'HIGHWAY 1 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST ON
 BE3976'ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE AND THE MARK.  THE
 BE3976'MARK BEARS 28.8 FEET NORTH OF THE CENTERLINE OF ROCKLANDING STREET,
 BE3976'AND 23.9 FEET WEST OF THE CENTERLINE OF CLARK DRIVE.  THE MARK IS A
 BE3976'FLORIDA DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2388 ***********************************************************************
 AC2388  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2388  DESIGNATION -  30.09
 AC2388  PID         -  AC2388
 AC2388  STATE/COUNTY-  FL/MIAMI-DADE
 AC2388  USGS QUAD   -  
 AC2388
 AC2388                         *CURRENT SURVEY CONTROL
 AC2388  ___________________________________________________________________
 AC2388* NAD 83(1986)-  25 54 01.     (N)    080 07 27.     (W)     SCALED    
 AC2388* NAVD 88     -         8.448  (meters)      27.72   (feet)  ADJUSTED  
 AC2388  ___________________________________________________________________
 AC2388  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AC2388  DYNAMIC HT  -           8.434 (meters)      27.67  (feet)  COMP
 AC2388  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 AC2388
 AC2388  VERT ORDER  -  FIRST     CLASS II
 AC2388
 AC2388.The horizontal coordinates were scaled from a topographic map and have
 AC2388.an estimated accuracy of +/- 6 seconds.
 AC2388
 AC2388.The orthometric height was determined by differential leveling
 AC2388.and adjusted by the National Geodetic Survey in June 1991..
 AC2388
 AC2388.This Tidal Bench Mark is designated as VM 677
 AC2388.by the Center for Operational Oceanographic Products and Services.
 AC2388
 AC2388.The geoid height was determined by GEOID03.
 AC2388
 AC2388.The dynamic height is computed by dividing the NAVD 88
 AC2388.geopotential number by the normal gravity value computed on the
 AC2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2388.degrees latitude (g = 980.6199 gals.).
 AC2388
 AC2388.The modeled gravity was interpolated from observed gravity values.
 AC2388
 AC2388;                    North         East    Units  Estimated Accuracy
 AC2388;SPC FL E     -   173,860.      287,760.      MT  (+/- 180 meters Scaled)
 AC2388
 AC2388                          SUPERSEDED SURVEY CONTROL
 AC2388
 AC2388  NGVD 29 (09/01/92)    8.923  (m)           29.27   (f) ADJUSTED    1 2
 AC2388
 AC2388.Superseded values are not recommended for survey control.
 AC2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2388.See file dsdata.txt to determine how the superseded data were derived.
 AC2388
 AC2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877649(NAD 83)
 AC2388_MARKER: DD = SURVEY DISK
 AC2388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2388_SP_SET: SIDEWALK
 AC2388_STAMPING: 30.09
 AC2388_MARK LOGO: FLHD  
 AC2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2388+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 AC2388
 AC2388  HISTORY     - Date     Condition        Report By
 AC2388  HISTORY     - UNK      MONUMENTED       FLHD
 AC2388  HISTORY     - 1970     GOOD             NGS
 AC2388  HISTORY     - 1982     GOOD             FLDNR
 AC2388  HISTORY     - 1989     GOOD             USPSQD
 AC2388  HISTORY     - 1990     GOOD             USPSQD
 AC2388  HISTORY     - 19901212 GOOD             NGS
 AC2388  HISTORY     - 19930519 GOOD             NGS
 AC2388
 AC2388                          STATION DESCRIPTION
 AC2388
 AC2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2388'1 MI N FROM BAL HARBOUR.
 AC2388'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AC2388'OF HARDING AVENUE AT BAL HARBOUR, SET ON THE TOP OF THE NORTH
 AC2388'END OF THE WEST WALKWAY OF THE HIGHWAY BRIDGE OVER BAKERS
 AC2388'HAULOVER CUT, 5.6 FEET WEST OF THE WEST CURB OF THE BRIDGE, 1
 AC2388'FOOT SOUTH OF THE NORTH END OF THE WALKWAY AND 1 FOOT ABOVE THE
 AC2388'LEVEL OF THE HIGHWAY.
 AC2388
 AC2388                          STATION RECOVERY (1982)
 AC2388
 AC2388'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2388'RECOVERED IN GOOD CONDITION.
 AC2388
 AC2388                          STATION RECOVERY (1989)
 AC2388
 AC2388'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AC2388'RECOVERED IN GOOD CONDITION.
 AC2388
 AC2388                          STATION RECOVERY (1990)
 AC2388
 AC2388'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC2388'RECOVERED IN GOOD CONDITION.
 AC2388
 AC2388                          STATION RECOVERY (1990)
 AC2388
 AC2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2388'1.6 KM (1.0 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC2388'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC2388'HARBOUR, IN NORTH END OF THE WEST CONCRETE SIDEWALK OF THE HIGHWAY
 AC2388'BRIDGE SPANNING BAKERS HAULOVER INLET, 6.0 M (19.7 FT) WEST OF THE
 AC2388'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.2 M (0.7 FT)
 AC2388'ABOVE THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) EAST OF THE WEST
 AC2388'CONCRETE GUARDRAIL, AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 AC2388'BRIDGE.
 AC2388
 AC2388                          STATION RECOVERY (1993)
 AC2388
 AC2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2388'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC2388'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC2388'HARBOR, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 AC2388'WEST CONCRETE SIDEWALK OF THE HIGHWAY BRIDGE SPANNING BAKERS HAULOVER
 AC2388'INLET, 6.0 M (19.7 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7
 AC2388'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0106 ***********************************************************************
 AL0106  DESIGNATION -  301 FLHD
 AL0106  PID         -  AL0106
 AL0106  STATE/COUNTY-  FL/PINELLAS
 AL0106  USGS QUAD   -  ELFERS (1987)
 AL0106
 AL0106                         *CURRENT SURVEY CONTROL
 AL0106  ___________________________________________________________________
 AL0106* NAD 83(1986)-  28 08 43.     (N)    082 40 29.     (W)     SCALED    
 AL0106* NAVD 88     -         6.883  (meters)      22.58   (feet)  ADJUSTED  
 AL0106  ___________________________________________________________________
 AL0106  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AL0106  DYNAMIC HT  -           6.873 (meters)      22.55  (feet)  COMP
 AL0106  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 AL0106
 AL0106  VERT ORDER  -  SECOND    CLASS II
 AL0106
 AL0106.The horizontal coordinates were scaled from a topographic map and have
 AL0106.an estimated accuracy of +/- 6 seconds.
 AL0106
 AL0106.The orthometric height was determined by differential leveling
 AL0106.and adjusted by the National Geodetic Survey in June 1991..
 AL0106
 AL0106.The geoid height was determined by GEOID03.
 AL0106
 AL0106.The dynamic height is computed by dividing the NAVD 88
 AL0106.geopotential number by the normal gravity value computed on the
 AL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0106.degrees latitude (g = 980.6199 gals.).
 AL0106
 AL0106.The modeled gravity was interpolated from observed gravity values.
 AL0106
 AL0106;                    North         East    Units  Estimated Accuracy
 AL0106;SPC FL W     -   422,490.      133,730.      MT  (+/- 180 meters Scaled)
 AL0106
 AL0106                          SUPERSEDED SURVEY CONTROL
 AL0106
 AL0106  NGVD 29 (??/??/92)    7.139  (m)           23.42   (f) ADJ UNCH    2 2
 AL0106
 AL0106.Superseded values are not recommended for survey control.
 AL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0106.See file dsdata.txt to determine how the superseded data were derived.
 AL0106
 AL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM355144(NAD 83)
 AL0106_MARKER: DD = SURVEY DISK
 AL0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0106_SP_SET: CULVERT
 AL0106_STAMPING: 301
 AL0106
 AL0106  HISTORY     - Date     Condition        Report By
 AL0106  HISTORY     - UNK      MONUMENTED
 AL0106  HISTORY     - 1976     GOOD             NGS
 AL0106  HISTORY     - 1978     GOOD             FL-103
 AL0106  HISTORY     - 1990     GOOD             USPSQD
 AL0106
 AL0106                          STATION DESCRIPTION
 AL0106
 AL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0106'2.75 MI E FROM TARPON SPRINGS.
 AL0106'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0106'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 4.55 MILES.
 AL0106'STATION ON RIGHT, 25.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0106'112.6 FT. E.N.E. OF A POWER AND LIGHT POLE (NUMBER 2-11322).  SET IN
 AL0106'THE TOP OF A CONCRETE HEADWALL.  SECTION 11, T 27, R 16.
 AL0106
 AL0106                          STATION RECOVERY (1978)
 AL0106
 AL0106'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AL0106'RECOVERED IN GOOD CONDITION.
 AL0106
 AL0106                          STATION RECOVERY (1990)
 AL0106
 AL0106'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0107 ***********************************************************************
 AL0107  DESIGNATION -  302 FLHD
 AL0107  PID         -  AL0107
 AL0107  STATE/COUNTY-  FL/PINELLAS
 AL0107  USGS QUAD   -  ELFERS (1987)
 AL0107
 AL0107                         *CURRENT SURVEY CONTROL
 AL0107  ___________________________________________________________________
 AL0107* NAD 83(1986)-  28 08 37.     (N)    082 40 05.     (W)     SCALED    
 AL0107* NAVD 88     -         7.235  (meters)      23.74   (feet)  ADJUSTED  
 AL0107  ___________________________________________________________________
 AL0107  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AL0107  DYNAMIC HT  -           7.224 (meters)      23.70  (feet)  COMP
 AL0107  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 AL0107
 AL0107  VERT ORDER  -  SECOND    CLASS II
 AL0107
 AL0107.The horizontal coordinates were scaled from a topographic map and have
 AL0107.an estimated accuracy of +/- 6 seconds.
 AL0107
 AL0107.The orthometric height was determined by differential leveling
 AL0107.and adjusted by the National Geodetic Survey in June 1991..
 AL0107
 AL0107.The geoid height was determined by GEOID03.
 AL0107
 AL0107.The dynamic height is computed by dividing the NAVD 88
 AL0107.geopotential number by the normal gravity value computed on the
 AL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0107.degrees latitude (g = 980.6199 gals.).
 AL0107
 AL0107.The modeled gravity was interpolated from observed gravity values.
 AL0107
 AL0107;                    North         East    Units  Estimated Accuracy
 AL0107;SPC FL W     -   422,300.      134,380.      MT  (+/- 180 meters Scaled)
 AL0107
 AL0107                          SUPERSEDED SURVEY CONTROL
 AL0107
 AL0107  NGVD 29 (??/??/92)    7.491  (m)           24.58   (f) ADJ UNCH    2 2
 AL0107
 AL0107.Superseded values are not recommended for survey control.
 AL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0107.See file dsdata.txt to determine how the superseded data were derived.
 AL0107
 AL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM361142(NAD 83)
 AL0107_MARKER: DD = SURVEY DISK
 AL0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0107_SP_SET: CULVERT
 AL0107_STAMPING: 302
 AL0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0107
 AL0107  HISTORY     - Date     Condition        Report By
 AL0107  HISTORY     - UNK      MONUMENTED       FLHD
 AL0107  HISTORY     - 1976     GOOD             NGS
 AL0107  HISTORY     - 1990     GOOD             USPSQD
 AL0107
 AL0107                          STATION DESCRIPTION
 AL0107
 AL0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0107'2.90 MI E FROM TARPON SPRINGS.
 AL0107'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0107'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 4.95 MILES.
 AL0107'STATION ON RIGHT, 29.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0107'106.0 FT. WEST OF A POWER POLE (NUMBER 13B-798).  SET IN THE TOP OF A
 AL0107'CONCRETE HEADWALL.  SECTION 14, T 27, R 16.
 AL0107
 AL0107                          STATION RECOVERY (1990)
 AL0107
 AL0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0108 ***********************************************************************
 AL0108  DESIGNATION -  303 FLHD
 AL0108  PID         -  AL0108
 AL0108  STATE/COUNTY-  FL/PINELLAS
 AL0108  USGS QUAD   -  ELFERS (1987)
 AL0108
 AL0108                         *CURRENT SURVEY CONTROL
 AL0108  ___________________________________________________________________
 AL0108* NAD 83(1986)-  28 08 37.     (N)    082 39 41.     (W)     SCALED    
 AL0108* NAVD 88     -         7.909  (meters)      25.95   (feet)  ADJUSTED  
 AL0108  ___________________________________________________________________
 AL0108  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AL0108  DYNAMIC HT  -           7.898 (meters)      25.91  (feet)  COMP
 AL0108  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 AL0108
 AL0108  VERT ORDER  -  SECOND    CLASS II
 AL0108
 AL0108.The horizontal coordinates were scaled from a topographic map and have
 AL0108.an estimated accuracy of +/- 6 seconds.
 AL0108
 AL0108.The orthometric height was determined by differential leveling
 AL0108.and adjusted by the National Geodetic Survey in June 1991..
 AL0108
 AL0108.The geoid height was determined by GEOID03.
 AL0108
 AL0108.The dynamic height is computed by dividing the NAVD 88
 AL0108.geopotential number by the normal gravity value computed on the
 AL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0108.degrees latitude (g = 980.6199 gals.).
 AL0108
 AL0108.The modeled gravity was interpolated from observed gravity values.
 AL0108
 AL0108;                    North         East    Units  Estimated Accuracy
 AL0108;SPC FL W     -   422,300.      135,030.      MT  (+/- 180 meters Scaled)
 AL0108
 AL0108                          SUPERSEDED SURVEY CONTROL
 AL0108
 AL0108  NGVD 29 (??/??/92)    8.165  (m)           26.79   (f) ADJ UNCH    2 2
 AL0108
 AL0108.Superseded values are not recommended for survey control.
 AL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0108.See file dsdata.txt to determine how the superseded data were derived.
 AL0108
 AL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM368142(NAD 83)
 AL0108_MARKER: DD = SURVEY DISK
 AL0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0108_SP_SET: CULVERT
 AL0108_STAMPING: 303
 AL0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0108
 AL0108  HISTORY     - Date     Condition        Report By
 AL0108  HISTORY     - UNK      MONUMENTED       FLHD
 AL0108  HISTORY     - 1976     GOOD             NGS
 AL0108  HISTORY     - 1990     GOOD             USPSQD
 AL0108
 AL0108                          STATION DESCRIPTION
 AL0108
 AL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0108'3.2 MI E FROM TARPON SPRINGS.
 AL0108'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0108'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 5.3 MILES.
 AL0108'STATION ON RIGHT, 25.5 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0108'36.0 FT. N.W. OF A POWER POLE (NUMBER 12A-5193R).  SET IN THE TOP OF A
 AL0108'CONCRETE HEADWALL.  SECTION 13, T 27, R 16.
 AL0108
 AL0108                          STATION RECOVERY (1990)
 AL0108
 AL0108'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0109 ***********************************************************************
 AL0109  DESIGNATION -  304 FLHD
 AL0109  PID         -  AL0109
 AL0109  STATE/COUNTY-  FL/PINELLAS
 AL0109  USGS QUAD   -  ELFERS (1987)
 AL0109
 AL0109                         *CURRENT SURVEY CONTROL
 AL0109  ___________________________________________________________________
 AL0109* NAD 83(1986)-  28 08 43.     (N)    082 39 23.     (W)     SCALED    
 AL0109* NAVD 88     -         8.472  (meters)      27.80   (feet)  ADJUSTED  
 AL0109  ___________________________________________________________________
 AL0109  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AL0109  DYNAMIC HT  -           8.460 (meters)      27.76  (feet)  COMP
 AL0109  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 AL0109
 AL0109  VERT ORDER  -  SECOND    CLASS II
 AL0109
 AL0109.The horizontal coordinates were scaled from a topographic map and have
 AL0109.an estimated accuracy of +/- 6 seconds.
 AL0109
 AL0109.The orthometric height was determined by differential leveling
 AL0109.and adjusted by the National Geodetic Survey in June 1991..
 AL0109
 AL0109.The geoid height was determined by GEOID03.
 AL0109
 AL0109.The dynamic height is computed by dividing the NAVD 88
 AL0109.geopotential number by the normal gravity value computed on the
 AL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0109.degrees latitude (g = 980.6199 gals.).
 AL0109
 AL0109.The modeled gravity was interpolated from observed gravity values.
 AL0109
 AL0109;                    North         East    Units  Estimated Accuracy
 AL0109;SPC FL W     -   422,480.      135,530.      MT  (+/- 180 meters Scaled)
 AL0109
 AL0109                          SUPERSEDED SURVEY CONTROL
 AL0109
 AL0109  NGVD 29 (??/??/92)    8.728  (m)           28.64   (f) ADJ UNCH    2 2
 AL0109
 AL0109.Superseded values are not recommended for survey control.
 AL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0109.See file dsdata.txt to determine how the superseded data were derived.
 AL0109
 AL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM373144(NAD 83)
 AL0109_MARKER: DD = SURVEY DISK
 AL0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0109_SP_SET: CULVERT
 AL0109_STAMPING: 304
 AL0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0109
 AL0109  HISTORY     - Date     Condition        Report By
 AL0109  HISTORY     - UNK      MONUMENTED       FLHD
 AL0109  HISTORY     - 1976     GOOD             NGS
 AL0109  HISTORY     - 1990     GOOD             USPSQD
 AL0109
 AL0109                          STATION DESCRIPTION
 AL0109
 AL0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0109'3.5 MI E FROM TARPON SPRINGS.
 AL0109'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0109'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 5.65 MILES.
 AL0109'STATION ON RIGHT, 28.5 FT. SOUTH OF THE CENTERLINE OF KEYSTONE ROAD,
 AL0109'252.5 FT. WEST OF A POWER POLE (NUMBER 12A-5198R).  SET IN THE TOP OF
 AL0109'A CONCRETE HEADWALL.  SECTION 12, T 27, R 16.
 AL0109
 AL0109                          STATION RECOVERY (1990)
 AL0109
 AL0109'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0110 ***********************************************************************
 AL0110  DESIGNATION -  305 FLHD
 AL0110  PID         -  AL0110
 AL0110  STATE/COUNTY-  FL/PINELLAS
 AL0110  USGS QUAD   -  ELFERS (1987)
 AL0110
 AL0110                         *CURRENT SURVEY CONTROL
 AL0110  ___________________________________________________________________
 AL0110* NAD 83(1986)-  28 08 43.     (N)    082 39 09.     (W)     SCALED    
 AL0110* NAVD 88     -         8.700  (meters)      28.54   (feet)  ADJUSTED  
 AL0110  ___________________________________________________________________
 AL0110  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AL0110  DYNAMIC HT  -           8.687 (meters)      28.50  (feet)  COMP
 AL0110  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AL0110
 AL0110  VERT ORDER  -  SECOND    CLASS II
 AL0110
 AL0110.The horizontal coordinates were scaled from a topographic map and have
 AL0110.an estimated accuracy of +/- 6 seconds.
 AL0110
 AL0110.The orthometric height was determined by differential leveling
 AL0110.and adjusted by the National Geodetic Survey in June 1991..
 AL0110
 AL0110.The geoid height was determined by GEOID03.
 AL0110
 AL0110.The dynamic height is computed by dividing the NAVD 88
 AL0110.geopotential number by the normal gravity value computed on the
 AL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0110.degrees latitude (g = 980.6199 gals.).
 AL0110
 AL0110.The modeled gravity was interpolated from observed gravity values.
 AL0110
 AL0110;                    North         East    Units  Estimated Accuracy
 AL0110;SPC FL W     -   422,480.      135,910.      MT  (+/- 180 meters Scaled)
 AL0110
 AL0110                          SUPERSEDED SURVEY CONTROL
 AL0110
 AL0110  NGVD 29 (??/??/92)    8.956  (m)           29.38   (f) ADJ UNCH    2 2
 AL0110
 AL0110.Superseded values are not recommended for survey control.
 AL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0110.See file dsdata.txt to determine how the superseded data were derived.
 AL0110
 AL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM377144(NAD 83)
 AL0110_MARKER: DD = SURVEY DISK
 AL0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0110_SP_SET: CULVERT
 AL0110_STAMPING: 305
 AL0110
 AL0110  HISTORY     - Date     Condition        Report By
 AL0110  HISTORY     - UNK      MONUMENTED
 AL0110  HISTORY     - 1976     GOOD             NGS
 AL0110  HISTORY     - 1978     GOOD             FL-103
 AL0110
 AL0110                          STATION DESCRIPTION
 AL0110
 AL0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0110'3.8 MI E FROM TARPON SPRINGS.
 AL0110'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0110'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 5.85 MILES.
 AL0110'STATION ON RIGHT, 24.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0110'63.3 W.N.W. OF A POWER POLE (NUMBER 12A-6145-R).  SET IN THE TOP OF A
 AL0110'CONCRETE HEADWALL.  SECTION 12, T 27, R 16.
 AL0110
 AL0110                          STATION RECOVERY (1978)
 AL0110
 AL0110'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AL0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7475 ***********************************************************************
 AJ7475  DESIGNATION -  30.56
 AJ7475  PID         -  AJ7475
 AJ7475  STATE/COUNTY-  FL/OSCEOLA
 AJ7475  USGS QUAD   -  DEER PARK NW (1970)
 AJ7475
 AJ7475                         *CURRENT SURVEY CONTROL
 AJ7475  ___________________________________________________________________
 AJ7475* NAD 83(1986)-  28 10 57.     (N)    080 53 43.     (W)     SCALED    
 AJ7475* NAVD 88     -         8.853  (meters)      29.05   (feet)  ADJUSTED  
 AJ7475  ___________________________________________________________________
 AJ7475  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AJ7475  DYNAMIC HT  -           8.840 (meters)      29.00  (feet)  COMP
 AJ7475  MODELED GRAV-     979,165.5   (mgal)                       NAVD 88
 AJ7475
 AJ7475  VERT ORDER  -  SECOND    CLASS I
 AJ7475
 AJ7475.The horizontal coordinates were scaled from a topographic map and have
 AJ7475.an estimated accuracy of +/- 6 seconds.
 AJ7475
 AJ7475.The orthometric height was determined by differential leveling
 AJ7475.and adjusted by the National Geodetic Survey in March 2002..
 AJ7475
 AJ7475.The geoid height was determined by GEOID03.
 AJ7475
 AJ7475.The dynamic height is computed by dividing the NAVD 88
 AJ7475.geopotential number by the normal gravity value computed on the
 AJ7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7475.degrees latitude (g = 980.6199 gals.).
 AJ7475
 AJ7475.The modeled gravity was interpolated from observed gravity values.
 AJ7475
 AJ7475;                    North         East    Units  Estimated Accuracy
 AJ7475;SPC FL E     -   426,440.      210,280.      MT  (+/- 180 meters Scaled)
 AJ7475
 AJ7475                          SUPERSEDED SURVEY CONTROL
 AJ7475
 AJ7475.No superseded survey control is available for this station.
 AJ7475
 AJ7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM102174(NAD 83)
 AJ7475_MARKER: DD = SURVEY DISK
 AJ7475_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7475_SP_SET: ABUTMENT
 AJ7475_STAMPING: 30.56
 AJ7475_MARK LOGO: FLSRD 
 AJ7475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7475+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1997
 AJ7475
 AJ7475  HISTORY     - Date     Condition        Report By
 AJ7475  HISTORY     - UNK      MONUMENTED       FLSRD
 AJ7475  HISTORY     - 19970613 GOOD             FLDEP
 AJ7475
 AJ7475                          STATION DESCRIPTION
 AJ7475
 AJ7475'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7475'THE MARK IS ABOUT 18.2 MI (29.3 KM) NORTHWEST OF MELBOURNE, 17.5 MI
 AJ7475'(28.2 KM) SOUTHWEST OF COCOA IN SECTION 35, TOWNSHIP 26 SOUTH, RANGE
 AJ7475'34 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192
 AJ7475'AND COUNTY ROAD 419 0.7 MI (1.1 KM) NORTH OF DEER PARK, GO NORTH ON
 AJ7475'COUNTY ROAD 419 FOR 5.75 MI (9.25 KM) TO A BRIDGE OVER PENNYWASH CREEK
 AJ7475'AND THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE
 AJ7475'INTERSECTION OF COUNTY ROAD 419 AND COUNTY ROAD 532 SOUTHWEST OF
 AJ7475'COCOA, GO SOUTHERLY ON COUNTY ROAD 419 FOR 7.45 MI (11.99 KM) TO A
 AJ7475'BRIDGE OVER PENNYWASH CREEK AND THE MARK ON THE RIGHT, SET FLUSH IN
 AJ7475'THE SOUTHWEST ABUTMENT OF THE BRIDGE. LOCATED 43.2 FT (13.2 M) NORTH
 AJ7475'OF THE SOUTH END OF A METAL GUARDRAIL, 35.9 FT (10.9 M)
 AJ7475'NORTH-NORTHEAST OF A POWER POLE, 16.7 FT (5.1 M) NORTH OF A CARSONITE
 AJ7475'WITNESS POST AND 13.4 FT (4.1 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AJ7475'COUNTY ROAD 419. NOTE HIGH POINT LEVELED TO IS THE O OF FLORIDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0111 ***********************************************************************
 AL0111  DESIGNATION -  306 FLHD
 AL0111  PID         -  AL0111
 AL0111  STATE/COUNTY-  FL/PINELLAS
 AL0111  USGS QUAD   -  OLDSMAR (1987)
 AL0111
 AL0111                         *CURRENT SURVEY CONTROL
 AL0111  ___________________________________________________________________
 AL0111* NAD 83(1986)-  28 03 49.     (N)    082 42 35.     (W)     SCALED    
 AL0111* NAVD 88     -         4.393  (meters)      14.41   (feet)  ADJUSTED  
 AL0111  ___________________________________________________________________
 AL0111  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0111  DYNAMIC HT  -           4.387 (meters)      14.39  (feet)  COMP
 AL0111  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AL0111
 AL0111  VERT ORDER  -  SECOND    CLASS II
 AL0111
 AL0111.The horizontal coordinates were scaled from a topographic map and have
 AL0111.an estimated accuracy of +/- 6 seconds.
 AL0111
 AL0111.The orthometric height was determined by differential leveling
 AL0111.and adjusted by the National Geodetic Survey in June 1991..
 AL0111
 AL0111.The geoid height was determined by GEOID03.
 AL0111
 AL0111.The dynamic height is computed by dividing the NAVD 88
 AL0111.geopotential number by the normal gravity value computed on the
 AL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0111.degrees latitude (g = 980.6199 gals.).
 AL0111
 AL0111.The modeled gravity was interpolated from observed gravity values.
 AL0111
 AL0111;                    North         East    Units  Estimated Accuracy
 AL0111;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0111
 AL0111                          SUPERSEDED SURVEY CONTROL
 AL0111
 AL0111  NGVD 29 (??/??/92)    4.652  (m)           15.26   (f) ADJ UNCH    2 2
 AL0111
 AL0111.Superseded values are not recommended for survey control.
 AL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0111.See file dsdata.txt to determine how the superseded data were derived.
 AL0111
 AL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0111_MARKER: DD = SURVEY DISK
 AL0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0111_SP_SET: SIDEWALK
 AL0111_STAMPING: 306
 AL0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0111
 AL0111  HISTORY     - Date     Condition        Report By
 AL0111  HISTORY     - UNK      MONUMENTED       FLHD
 AL0111  HISTORY     - 1976     GOOD             NGS
 AL0111  HISTORY     - 1990     GOOD             USPSQD
 AL0111
 AL0111                          STATION DESCRIPTION
 AL0111
 AL0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0111'1.5 MI N FROM CLEARWATER.
 AL0111'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0111'RUN EASTERLY ON SR-584 FOR 2.05 MILES TO MCMULLEN BOOTH RD. (C.R.
 AL0111'77).  TURN RIGHT ON MCMULLEN BOOTH RD. AND RUN SOUTHWESTERLY FOR 0.1
 AL0111'MILE TO N.E. CORNER OF BRIDGE OVER TARPON LAKE CANAL. STATION ON
 AL0111'RIGHT, IN THE N.E. CORNER OF BRIDGE, 1.0 FT. S.W. OF THE N.E. CORNER
 AL0111'OF ABUTMENT.  SET IN THE TOP OF THE CONCRETE SIDEWALK. SECTION 9, T
 AL0111'28, R 16.
 AL0111
 AL0111                          STATION RECOVERY (1990)
 AL0111
 AL0111'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0112 ***********************************************************************
 AL0112  DESIGNATION -  307 FLHD
 AL0112  PID         -  AL0112
 AL0112  STATE/COUNTY-  FL/PINELLAS
 AL0112  USGS QUAD   -  OLDSMAR (1987)
 AL0112
 AL0112                         *CURRENT SURVEY CONTROL
 AL0112  ___________________________________________________________________
 AL0112* NAD 83(1986)-  28 03 49.     (N)    082 42 35.     (W)     SCALED    
 AL0112* NAVD 88     -         4.311  (meters)      14.14   (feet)  ADJUSTED  
 AL0112  ___________________________________________________________________
 AL0112  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0112  DYNAMIC HT  -           4.305 (meters)      14.12  (feet)  COMP
 AL0112  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AL0112
 AL0112  VERT ORDER  -  SECOND    CLASS II
 AL0112
 AL0112.The horizontal coordinates were scaled from a topographic map and have
 AL0112.an estimated accuracy of +/- 6 seconds.
 AL0112
 AL0112.The orthometric height was determined by differential leveling
 AL0112.and adjusted by the National Geodetic Survey in June 1991..
 AL0112
 AL0112.The geoid height was determined by GEOID03.
 AL0112
 AL0112.The dynamic height is computed by dividing the NAVD 88
 AL0112.geopotential number by the normal gravity value computed on the
 AL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0112.degrees latitude (g = 980.6199 gals.).
 AL0112
 AL0112.The modeled gravity was interpolated from observed gravity values.
 AL0112
 AL0112;                    North         East    Units  Estimated Accuracy
 AL0112;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0112
 AL0112                          SUPERSEDED SURVEY CONTROL
 AL0112
 AL0112  NGVD 29 (??/??/92)    4.569  (m)           14.99   (f) ADJ UNCH    2 2
 AL0112
 AL0112.Superseded values are not recommended for survey control.
 AL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0112.See file dsdata.txt to determine how the superseded data were derived.
 AL0112
 AL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0112_MARKER: DD = SURVEY DISK
 AL0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0112_SP_SET: SIDEWALK
 AL0112_STAMPING: 307
 AL0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0112
 AL0112  HISTORY     - Date     Condition        Report By
 AL0112  HISTORY     - UNK      MONUMENTED       FLHD
 AL0112  HISTORY     - 1976     GOOD             NGS
 AL0112  HISTORY     - 1990     GOOD             USPSQD
 AL0112
 AL0112                          STATION DESCRIPTION
 AL0112
 AL0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0112'1.5 MI N FROM CLEARWATER.
 AL0112'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0112'RUN EASTERLY ON SR-584 FOR 2.05 MILES TO MCMULLEN BOOTH RD. (C.R.
 AL0112'77).  TURN RIGHT ON MCMULLEN BOOTH RD. AND RUN SOUTHWESTERLY FOR 0.1
 AL0112'MILE TO S.W. CORNER OF BRIDGE OVER TARPON LAKE CANAL. STATION ON LEFT,
 AL0112'1.0 FT. N.E. OF THE S.W. CORNER OF ABUTMENT.  SET IN THE TOP OF THE
 AL0112'CONCRETE SIDEWALK.  SECTION 9, T 28, R 16.
 AL0112
 AL0112                          STATION RECOVERY (1990)
 AL0112
 AL0112'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0252 ***********************************************************************
 AG0252  DESIGNATION -  308 FLHD
 AG0252  PID         -  AG0252
 AG0252  STATE/COUNTY-  FL/PINELLAS
 AG0252  USGS QUAD   -  CLEARWATER (1987)
 AG0252
 AG0252                         *CURRENT SURVEY CONTROL
 AG0252  ___________________________________________________________________
 AG0252* NAD 83(1986)-  27 55 01.     (N)    082 46 41.     (W)     SCALED    
 AG0252* NAVD 88     -         3.249  (meters)      10.66   (feet)  ADJUSTED  
 AG0252  ___________________________________________________________________
 AG0252  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AG0252  DYNAMIC HT  -           3.244 (meters)      10.64  (feet)  COMP
 AG0252  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AG0252
 AG0252  VERT ORDER  -  SECOND    CLASS II
 AG0252
 AG0252.The horizontal coordinates were scaled from a topographic map and have
 AG0252.an estimated accuracy of +/- 6 seconds.
 AG0252
 AG0252.The orthometric height was determined by differential leveling
 AG0252.and adjusted by the National Geodetic Survey in June 1991..
 AG0252
 AG0252.The geoid height was determined by GEOID03.
 AG0252
 AG0252.The dynamic height is computed by dividing the NAVD 88
 AG0252.geopotential number by the normal gravity value computed on the
 AG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0252.degrees latitude (g = 980.6199 gals.).
 AG0252
 AG0252.The modeled gravity was interpolated from observed gravity values.
 AG0252
 AG0252;                    North         East    Units  Estimated Accuracy
 AG0252;SPC FL W     -   397,250.      123,410.      MT  (+/- 180 meters Scaled)
 AG0252
 AG0252                          SUPERSEDED SURVEY CONTROL
 AG0252
 AG0252  NGVD 29 (??/??/92)    3.512  (m)           11.52   (f) ADJ UNCH    2 2
 AG0252
 AG0252.Superseded values are not recommended for survey control.
 AG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0252.See file dsdata.txt to determine how the superseded data were derived.
 AG0252
 AG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL250892(NAD 83)
 AG0252_MARKER: DD = SURVEY DISK
 AG0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0252_SP_SET: CULVERT
 AG0252_STAMPING: 308
 AG0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0252
 AG0252  HISTORY     - Date     Condition        Report By
 AG0252  HISTORY     - UNK      MONUMENTED       FLHD
 AG0252  HISTORY     - 1976     GOOD             NGS
 AG0252
 AG0252                          STATION DESCRIPTION
 AG0252
 AG0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0252'IN LARGO.
 AG0252'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0252'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DRIVE).  RUN EASTERLY ON
 AG0252'EAST BAY DR. FOR 0.55 MILES.  STATION ON RIGHT 39.5 FT. SOUTH OF THE
 AG0252'CENTERLINE OF EAST BAY DR., 55.9 FT. E.N.E. OF POWER LIGHT POLE
 AG0252'(NUMBER 2-11604).  SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION 35,
 AG0252'T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0253 ***********************************************************************
 AG0253  DESIGNATION -  309 FLHD
 AG0253  PID         -  AG0253
 AG0253  STATE/COUNTY-  FL/PINELLAS
 AG0253  USGS QUAD   -  CLEARWATER (1987)
 AG0253
 AG0253                         *CURRENT SURVEY CONTROL
 AG0253  ___________________________________________________________________
 AG0253* NAD 83(1986)-  27 55 01.     (N)    082 46 35.     (W)     SCALED    
 AG0253* NAVD 88     -         3.157  (meters)      10.36   (feet)  ADJUSTED  
 AG0253  ___________________________________________________________________
 AG0253  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AG0253  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 AG0253  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AG0253
 AG0253  VERT ORDER  -  SECOND    CLASS II
 AG0253
 AG0253.The horizontal coordinates were scaled from a topographic map and have
 AG0253.an estimated accuracy of +/- 6 seconds.
 AG0253
 AG0253.The orthometric height was determined by differential leveling
 AG0253.and adjusted by the National Geodetic Survey in June 1991..
 AG0253
 AG0253.The geoid height was determined by GEOID03.
 AG0253
 AG0253.The dynamic height is computed by dividing the NAVD 88
 AG0253.geopotential number by the normal gravity value computed on the
 AG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0253.degrees latitude (g = 980.6199 gals.).
 AG0253
 AG0253.The modeled gravity was interpolated from observed gravity values.
 AG0253
 AG0253;                    North         East    Units  Estimated Accuracy
 AG0253;SPC FL W     -   397,250.      123,580.      MT  (+/- 180 meters Scaled)
 AG0253
 AG0253                          SUPERSEDED SURVEY CONTROL
 AG0253
 AG0253  NGVD 29 (??/??/92)    3.420  (m)           11.22   (f) ADJ UNCH    2 2
 AG0253
 AG0253.Superseded values are not recommended for survey control.
 AG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0253.See file dsdata.txt to determine how the superseded data were derived.
 AG0253
 AG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251892(NAD 83)
 AG0253_MARKER: DD = SURVEY DISK
 AG0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0253_SP_SET: HEADWALL
 AG0253_STAMPING: 309
 AG0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0253
 AG0253  HISTORY     - Date     Condition        Report By
 AG0253  HISTORY     - UNK      MONUMENTED       FLHD
 AG0253  HISTORY     - 1976     GOOD             NGS
 AG0253
 AG0253                          STATION DESCRIPTION
 AG0253
 AG0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0253'IN LARGO.
 AG0253'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0253'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DR.).  RUN EASTERLY ON
 AG0253'EAST BAY DR. FOR 0.65 MILE.  STATION ON RIGHT, 37.5 FT. SOUTH OF THE
 AG0253'CENTERLINE OF EAST BAY DR., 112.0 FT. E.N.E. POWER LIGHT POLE (NUMBER
 AG0253'2-11606).  SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION 35, T 29, R
 AG0253'15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5551 ***********************************************************************
 AK5551  DESIGNATION -  30E 1963
 AK5551  PID         -  AK5551
 AK5551  STATE/COUNTY-  FL/BREVARD
 AK5551  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5551
 AK5551                         *CURRENT SURVEY CONTROL
 AK5551  ___________________________________________________________________
 AK5551* NAD 83(1990)-  28 26 24.22033(N)    080 34 44.91934(W)     ADJUSTED  
 AK5551* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 AK5551  ___________________________________________________________________
 AK5551  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AK5551  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK5551
 AK5551  HORZ ORDER  -  SECOND
 AK5551  VERT ORDER  -  THIRD ? (See Below)
 AK5551
 AK5551.The horizontal coordinates were established by classical geodetic methods
 AK5551.and adjusted by the National Geodetic Survey in May 1991..
 AK5551
 AK5551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5551.The vertical order pertains to the NGVD 29 superseded value.
 AK5551
 AK5551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5551
 AK5551.The geoid height was determined by GEOID03.
 AK5551
 AK5551;                    North         East     Units Scale Factor Converg.
 AK5551;SPC FL E     -   455,047.130   241,224.547   MT  0.99996214   +0 12 01.6
 AK5551;SPC FL E     - 1,492,933.79    791,417.53   sFT  0.99996214   +0 12 01.6
 AK5551;UTM  17      - 3,146,023.851   541,210.481   MT  0.99962096   +0 12 01.6
 AK5551
 AK5551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5551!SPC FL E     -   1.00000402  x   0.99996214  =   0.99996616
 AK5551!UTM  17      -   1.00000402  x   0.99962096  =   0.99962498
 AK5551
 AK5551|---------------------------------------------------------------------|
 AK5551| PID    Reference Object                     Distance      Geod. Az  |
 AK5551|                                                           dddmmss.s |
 AK5551| AK2525 THIRTY                               41.404 METERS 24228     |
 AK5551| AK2505 JET                                 428.219 METERS 3494920.5 |
 AK5551|---------------------------------------------------------------------|
 AK5551
 AK5551                          SUPERSEDED SURVEY CONTROL
 AK5551
 AK5551  NAD 83(1986)-  28 26 24.22664(N)    080 34 44.93262(W) AD(       ) 2
 AK5551  NAD 27      -  28 26 23.21756(N)    080 34 45.74508(W) AD(       ) 2
 AK5551  NGVD 29 (07/19/86)    3.06   (m)           10.0    (f) LEVELING    3  
 AK5551
 AK5551.Superseded values are not recommended for survey control.
 AK5551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5551.See file dsdata.txt to determine how the superseded data were derived.
 AK5551
 AK5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4121046024(NAD 83)
 AK5551_MARKER: DS = TRIANGULATION STATION DISK
 AK5551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5551+STABILITY: SURFACE MOTION
 AK5551
 AK5551  HISTORY     - Date     Condition        Report By
 AK5551  HISTORY     - 1963     MONUMENTED       CGS
 AK5551
 AK5551                          STATION DESCRIPTION
 AK5551
 AK5551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LSB)
 AK5551'LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 30.  IT IS
 AK5551'55 FEET NORTH OF THE NORTH EDGE OF A BLACK-TOP DRIVE THAT SURROUNDS
 AK5551'PAD 30.  A STANDARD TRIANGULATION STATION DISK, SET IN A 12 X 12
 AK5551'INCH CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS
 AK5551'STAMPED 30 E 1963.
 AK5551'
 AK5551'30 E 105 IS 90 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AK5551'BLACK-TOP DRIVE AND A METAL LIGHTPOST.  A SMOOTH BRASS DISK, SET
 AK5551'IN A 12 X 12 INCH CONCRETE POST, FLUSH WITH THE SURFACE, AND THE
 AK5551'DISK IS STAMPED 30 E 105 1963.  A PUNCH HOLE IN THE APPROXIMATE
 AK5551'CENTER OF THE DISK WAS USED FOR THE REFERENCE.
 AK5551'
 AK5551'30 E 285-15 IS 54 FEET NORTH OF THE NORTH EDGE OF THE BLACK-TOP
 AK5551'DRIVE.  A SMOOTH BRASS DISK, SET IN A 12 X 12 INCH CONCRETE POST
 AK5551'ABOUT 8 INCHES BELOW THE SURFACE, AND THE DISK IS STAMPED 30 E
 AK5551'285-15 1963.  A PUNCH HOLE IN THE APPROXIMATE CENTER OF THE DISK
 AK5551'WAS USED FOR THE REFERENCE.
 AK5551'
 AK5551'30 E 285-98 IS 56 FEET EAST OF A METAL LIGHTPOST AND 29 FEET NORTH
 AK5551'OF THE NORTH EDGE OF THE BLACK-TOP DRIVE.  A SMOOTH BRASS DISK,
 AK5551'SET IN A 12 X 12 INCH CONCRETE POST, FLUSH WITH THE SURFACE, AND
 AK5551'THE DISK IS STAMPED 30 E 285-98 1963.  A PUNCH HOLE IN THE
 AK5551'APPROXIMATE CENTER OF THE DISK WAS USED FOR THE REFERENCE.
 AK5551'
 AK5551'TRAVERSE CONNECTIONS WERE MADE AS SHOWN ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1934 ***********************************************************************
 AR1934  DESIGNATION -  31 92 GPS 1
 AR1934  PID         -  AR1934
 AR1934  STATE/COUNTY-  FL/GILCHRIST
 AR1934  USGS QUAD   -  FOURMILE LAKE (1993)
 AR1934
 AR1934                         *CURRENT SURVEY CONTROL
 AR1934  ___________________________________________________________________
 AR1934* NAD 83(1999)-  29 44 27.45121(N)    082 51 33.08583(W)     ADJUSTED  
 AR1934* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 AR1934  ___________________________________________________________________
 AR1934  X           -     688,985.072 (meters)                     COMP
 AR1934  Y           -  -5,499,563.363 (meters)                     COMP
 AR1934  Z           -   3,145,471.088 (meters)                     COMP
 AR1934  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AR1934  ELLIP HEIGHT-          -5.10  (meters)          (05/31/01) GPS OBS
 AR1934  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1934
 AR1934  HORZ ORDER  -  FIRST
 AR1934  ELLP ORDER  -  FOURTH    CLASS I
 AR1934
 AR1934.The horizontal coordinates were established by GPS observations
 AR1934.and adjusted by the National Geodetic Survey in May 2001..
 AR1934
 AR1934.The orthometric height was determined by GPS observations and a
 AR1934.high-resolution geoid model.
 AR1934
 AR1934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1934
 AR1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1934
 AR1934.The ellipsoidal height was determined by GPS observations
 AR1934.and is referenced to NAD 83.
 AR1934
 AR1934.The geoid height was determined by GEOID03.
 AR1934
 AR1934;                    North         East     Units Scale Factor Converg.
 AR1934;SPC FL N     -    83,275.552   758,715.855   MT  0.99997593   +0 49 28.4
 AR1934;SPC FL N     -   273,213.21  2,489,220.27   sFT  0.99997593   +0 49 28.4
 AR1934;UTM  17      - 3,291,529.463   320,205.365   MT  0.99999886   -0 55 21.2
 AR1934
 AR1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1934!SPC FL N     -   1.00000080  x   0.99997593  =   0.99997673
 AR1934!UTM  17      -   1.00000080  x   0.99999886  =   0.99999966
 AR1934
 AR1934:                Primary Azimuth Mark                     Grid Az
 AR1934:SPC FL N     -  31 92 GPS 2                              355 30 52.4
 AR1934:UTM  17      -  31 92 GPS 2                              357 15 42.0
 AR1934
 AR1934|---------------------------------------------------------------------|
 AR1934| PID    Reference Object                     Distance      Geod. Az  |
 AR1934|                                                           dddmmss.s |
 AR1934| AR1935 31 92 GPS 2                         APPROX. 0.7 KM 3562020.8 |
 AR1934|---------------------------------------------------------------------|
 AR1934
 AR1934                          SUPERSEDED SURVEY CONTROL
 AR1934
 AR1934  NAD 83(1990)-  29 44 27.45014(N)    082 51 33.08597(W) AD(       ) 1
 AR1934  ELLIP H (11/22/93)   -5.04   (m)                       GP(       ) 4 1
 AR1934  NGVD 29 (11/22/93)   23.0    (m)           75.     (f) GPS OBS        
 AR1934
 AR1934.Superseded values are not recommended for survey control.
 AR1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1934.See file dsdata.txt to determine how the superseded data were derived.
 AR1934
 AR1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN2020591529(NAD 83)
 AR1934_MARKER: DD = SURVEY DISK
 AR1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1934_SP_SET: CONCRETE POST
 AR1934_STAMPING: 31 92 GPS 1
 AR1934_MARK LOGO: NGS   
 AR1934_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1934+STABILITY: SURFACE MOTION
 AR1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1934+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1934
 AR1934  HISTORY     - Date     Condition        Report By
 AR1934  HISTORY     - 1992     MONUMENTED       FLDT
 AR1934  HISTORY     - 19960606 GOOD             DCJOHN
 AR1934
 AR1934                          STATION DESCRIPTION
 AR1934
 AR1934'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1934'STATION IS LOCATED ABOUT 9.5 MILES (15.3 KM) NORTH NORTHWEST OF
 AR1934'TRENTON AND ABOUT 1 MILE (1.6 KM) SOUTH OF BELL.
 AR1934'FROM THE POST OFFICE AT BELL, GO SOUTH ON U.S. 129 FOR ABOUT 1.05
 AR1934'MILES (1.69 KM) TO A DIRT DRIVE LEADING TO FAITH BAPTIST CHURCH, GO
 AR1934'WEST ALONG THE DIRT DRIVE FOR ABOUT 0.1 MILE (0.2 KM) TO THE STATION.
 AR1934'STATION IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AR1934'GROUND, 143.0 FEET (43.6 M) (43.6 MT) SOUTH OF A METAL WITNESS POST
 AR1934'AT A FENCE, 100.0 FEET (30.5 M) (30.5 MT) NORTHWEST OF THE SOUTHWEST
 AR1934'CORNER OF THE CONCRETE BLOCK CHURCH BUILDING, 98.4 FEET (30.0 M)
 AR1934'(30.0 MT) SOUTHWEST OF THE NORTHWEST CORNER OF THE NORTHWEST CORNER OF
 AR1934'THE CONCRETE BLOCK CHURCH BUILDING AND 73.0 FEET (22.3 M) (22.3 MT)
 AR1934'SOUTHWEST OF A UTILITY POLE WITH A METAL WITNESS SIGN ATTACHED.
 AR1934
 AR1934                          STATION RECOVERY (1996)
 AR1934
 AR1934'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1934'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1935 ***********************************************************************
 AR1935  DESIGNATION -  31 92 GPS 2
 AR1935  PID         -  AR1935
 AR1935  STATE/COUNTY-  FL/GILCHRIST
 AR1935  USGS QUAD   -  FOURMILE LAKE (1993)
 AR1935
 AR1935                         *CURRENT SURVEY CONTROL
 AR1935  ___________________________________________________________________
 AR1935* NAD 83(1999)-  29 44 51.68037(N)    082 51 34.86233(W)     ADJUSTED  
 AR1935* NAVD 88     -        20.9    (meters)      69.     (feet)  GPS OBS   
 AR1935  ___________________________________________________________________
 AR1935  X           -     688,891.505 (meters)                     COMP
 AR1935  Y           -  -5,499,200.490 (meters)                     COMP
 AR1935  Z           -   3,146,117.951 (meters)                     COMP
 AR1935  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AR1935  ELLIP HEIGHT-          -6.89  (meters)          (05/31/01) GPS OBS
 AR1935  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR1935
 AR1935  HORZ ORDER  -  FIRST
 AR1935  ELLP ORDER  -  FOURTH    CLASS I
 AR1935
 AR1935.The horizontal coordinates were established by GPS observations
 AR1935.and adjusted by the National Geodetic Survey in May 2001..
 AR1935
 AR1935.The orthometric height was determined by GPS observations and a
 AR1935.high-resolution geoid model.
 AR1935
 AR1935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1935
 AR1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1935
 AR1935.The ellipsoidal height was determined by GPS observations
 AR1935.and is referenced to NAD 83.
 AR1935
 AR1935.The geoid height was determined by GEOID03.
 AR1935
 AR1935;                    North         East     Units Scale Factor Converg.
 AR1935;SPC FL N     -    84,020.813   758,657.392   MT  0.99997507   +0 49 27.5
 AR1935;SPC FL N     -   275,658.28  2,489,028.46   sFT  0.99997507   +0 49 27.5
 AR1935;UTM  17      - 3,292,276.178   320,169.651   MT  0.99999902   -0 55 22.8
 AR1935
 AR1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1935!SPC FL N     -   1.00000108  x   0.99997507  =   0.99997615
 AR1935!UTM  17      -   1.00000108  x   0.99999902  =   1.00000010
 AR1935
 AR1935:                Primary Azimuth Mark                     Grid Az
 AR1935:SPC FL N     -  31 92 GPS 1                              175 30 52.4
 AR1935:UTM  17      -  31 92 GPS 1                              177 15 42.7
 AR1935
 AR1935|---------------------------------------------------------------------|
 AR1935| PID    Reference Object                     Distance      Geod. Az  |
 AR1935|                                                           dddmmss.s |
 AR1935| AR1934 31 92 GPS 1                         APPROX. 0.7 KM 1762019.9 |
 AR1935|---------------------------------------------------------------------|
 AR1935
 AR1935                          SUPERSEDED SURVEY CONTROL
 AR1935
 AR1935  NAD 83(1990)-  29 44 51.67935(N)    082 51 34.86250(W) AD(       ) 1
 AR1935  ELLIP H (11/22/93)   -6.82   (m)                       GP(       ) 4 1
 AR1935  NGVD 29 (11/22/93)   21.2    (m)           70.     (f) GPS OBS        
 AR1935
 AR1935.Superseded values are not recommended for survey control.
 AR1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1935.See file dsdata.txt to determine how the superseded data were derived.
 AR1935
 AR1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN2017092276(NAD 83)
 AR1935_MARKER: DD = SURVEY DISK
 AR1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1935_SP_SET: CONCRETE POST
 AR1935_STAMPING: 31 92 GPS 2
 AR1935_MARK LOGO: NGS   
 AR1935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1935+STABILITY: SURFACE MOTION
 AR1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1935+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1935
 AR1935  HISTORY     - Date     Condition        Report By
 AR1935  HISTORY     - 1992     MONUMENTED       FLDT
 AR1935  HISTORY     - 19960606 GOOD             DCJOHN
 AR1935
 AR1935                          STATION DESCRIPTION
 AR1935
 AR1935'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1935'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTH NORTHWEST OF TRENTON
 AR1935'AND 0.5 MILE (0.8 KM) SOUTH OF BELL.
 AR1935'FROM THE POST OFFICE AT BELL, GO SOUTH ALONG U.S. 129 FOR ABOUT 0.45
 AR1935'MILE (0.72 KM) TO THE STATION, ABOUT 0.05 MILE (0.08 KM) SOUTH OF THE
 AR1935'INTERSECTION OF PINE ROAD, JUST SOUTHWEST OF A BANK BUILDING, SET IN
 AR1935'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 172.0
 AR1935'FEET (52.4 M) (52.4 MT) SOUTH OF THE NORTHEAST CORNER OF A FENCE,
 AR1935'43.4 FEET (13.2 M) (13.2 MT) WEST OF THE CENTER OF U.S. 129 AND 2.6
 AR1935'FEET (0.8 M) (0.8 MT) EAST OF A METAL WITNESS POST AT THE FENCE.
 AR1935
 AR1935                          STATION RECOVERY (1996)
 AR1935
 AR1935'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1935'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1936 ***********************************************************************
 AR1936  DESIGNATION -  31 92 GPS 3
 AR1936  PID         -  AR1936
 AR1936  STATE/COUNTY-  FL/GILCHRIST
 AR1936  USGS QUAD   -  BELL (1988)
 AR1936
 AR1936                         *CURRENT SURVEY CONTROL
 AR1936  ___________________________________________________________________
 AR1936* NAD 83(1999)-  29 49 47.56753(N)    082 52 02.97586(W)     ADJUSTED  
 AR1936* NAVD 88     -        15.4    (meters)      51.     (feet)  GPS OBS   
 AR1936  ___________________________________________________________________
 AR1936  X           -     687,579.371 (meters)                     COMP
 AR1936  Y           -  -5,494,798.338 (meters)                     COMP
 AR1936  Z           -   3,154,022.086 (meters)                     COMP
 AR1936  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AR1936  ELLIP HEIGHT-         -12.42  (meters)          (05/31/01) GPS OBS
 AR1936  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1936
 AR1936  HORZ ORDER  -  FIRST
 AR1936  ELLP ORDER  -  FOURTH    CLASS I
 AR1936
 AR1936.The horizontal coordinates were established by GPS observations
 AR1936.and adjusted by the National Geodetic Survey in May 2001..
 AR1936
 AR1936.The orthometric height was determined by GPS observations and a
 AR1936.high-resolution geoid model.
 AR1936
 AR1936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1936
 AR1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1936
 AR1936.The ellipsoidal height was determined by GPS observations
 AR1936.and is referenced to NAD 83.
 AR1936
 AR1936.The geoid height was determined by GEOID03.
 AR1936
 AR1936;                    North         East     Units Scale Factor Converg.
 AR1936;SPC FL N     -    93,119.534   757,771.656   MT  0.99996566   +0 49 13.4
 AR1936;SPC FL N     -   305,509.67  2,486,122.51   sFT  0.99996566   +0 49 13.4
 AR1936;UTM  17      - 3,301,397.963   319,561.921   MT  1.00000172   -0 55 45.1
 AR1936
 AR1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1936!SPC FL N     -   1.00000195  x   0.99996566  =   0.99996761
 AR1936!UTM  17      -   1.00000195  x   1.00000172  =   1.00000367
 AR1936
 AR1936:                Primary Azimuth Mark                     Grid Az
 AR1936:SPC FL N     -  31 92 GPS 4                              002 03 12.4
 AR1936:UTM  17      -  31 92 GPS 4                              003 48 10.9
 AR1936
 AR1936|---------------------------------------------------------------------|
 AR1936| PID    Reference Object                     Distance      Geod. Az  |
 AR1936|                                                           dddmmss.s |
 AR1936| AR1937 31 92 GPS 4                         APPROX. 0.5 KM 0025225.8 |
 AR1936|---------------------------------------------------------------------|
 AR1936
 AR1936                          SUPERSEDED SURVEY CONTROL
 AR1936
 AR1936  NAD 83(1990)-  29 49 47.56633(N)    082 52 02.97634(W) AD(       ) 1
 AR1936  ELLIP H (11/22/93)  -12.34   (m)                       GP(       ) 4 1
 AR1936  NGVD 29 (11/22/93)   15.7    (m)           52.     (f) GPS OBS        
 AR1936
 AR1936.Superseded values are not recommended for survey control.
 AR1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1936.See file dsdata.txt to determine how the superseded data were derived.
 AR1936
 AR1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP1956201398(NAD 83)
 AR1936_MARKER: DD = SURVEY DISK
 AR1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1936_SP_SET: CONCRETE POST
 AR1936_STAMPING: 31 92 GPS 3
 AR1936_MARK LOGO: FLDT  
 AR1936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1936+STABILITY: SURFACE MOTION
 AR1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1936+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1936
 AR1936  HISTORY     - Date     Condition        Report By
 AR1936  HISTORY     - 1992     MONUMENTED       FLDT
 AR1936  HISTORY     - 19960606 GOOD             DCJOHN
 AR1936
 AR1936                          STATION DESCRIPTION
 AR1936
 AR1936'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1936'STATION IS LOCATED ABOUT 15 MILES (24.1 KM) NORTH NORTHWEST OF TRENTON
 AR1936'AND 5.35 MILES (8.61 KM) NORTH OF BELL.
 AR1936'FROM THE POST OFFICE AT BELL, GO NORTH ALONG U.S. 129 FOR ABOUT 5.35
 AR1936'MILES (8.61 KM) TO THE STATION, ABOUT 0.15 MILE (0.24 KM) SOUTH OF A
 AR1936'STONE/GRATED DRIVE TO A HORSE RANCH, SET IN THE TOP OF A ROUND
 AR1936'CONCRETE MONUMENT FLUSH WITH THE GROUND, 104 FEET (31.7 M) (31.7 MT)
 AR1936'NORTH OF A FENCE JUNCTION, 55.0 FEET (16.8 M) (16.8 MT) WEST OF THE
 AR1936'CENTER OF U.S. 129 AND 7.0 FEET (2.1 M) (2.1 MT) EAST OF A METAL
 AR1936'WITNESS POST AT THE FENCE.
 AR1936
 AR1936                          STATION RECOVERY (1996)
 AR1936
 AR1936'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1936'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1937 ***********************************************************************
 AR1937  DESIGNATION -  31 92 GPS 4
 AR1937  PID         -  AR1937
 AR1937  STATE/COUNTY-  FL/GILCHRIST
 AR1937  USGS QUAD   -  BELL (1988)
 AR1937
 AR1937                         *CURRENT SURVEY CONTROL
 AR1937  ___________________________________________________________________
 AR1937* NAD 83(1999)-  29 50 04.38056(N)    082 52 02.00781(W)     ADJUSTED  
 AR1937* NAVD 88     -        14.9    (meters)      49.     (feet)  GPS OBS   
 AR1937  ___________________________________________________________________
 AR1937  X           -     687,573.123 (meters)                     COMP
 AR1937  Y           -  -5,494,539.104 (meters)                     COMP
 AR1937  Z           -   3,154,470.914 (meters)                     COMP
 AR1937  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AR1937  ELLIP HEIGHT-         -12.96  (meters)          (05/31/01) GPS OBS
 AR1937  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1937
 AR1937  HORZ ORDER  -  FIRST
 AR1937  ELLP ORDER  -  FOURTH    CLASS I
 AR1937
 AR1937.The horizontal coordinates were established by GPS observations
 AR1937.and adjusted by the National Geodetic Survey in May 2001..
 AR1937
 AR1937.The orthometric height was determined by GPS observations and a
 AR1937.high-resolution geoid model.
 AR1937
 AR1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1937
 AR1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1937
 AR1937.The ellipsoidal height was determined by GPS observations
 AR1937.and is referenced to NAD 83.
 AR1937
 AR1937.The geoid height was determined by GEOID03.
 AR1937
 AR1937;                    North         East     Units Scale Factor Converg.
 AR1937;SPC FL N     -    93,637.535   757,790.229   MT  0.99996519   +0 49 13.8
 AR1937;SPC FL N     -   307,209.15  2,486,183.44   sFT  0.99996519   +0 49 13.8
 AR1937;UTM  17      - 3,301,915.174   319,596.302   MT  1.00000156   -0 55 45.1
 AR1937
 AR1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1937!SPC FL N     -   1.00000204  x   0.99996519  =   0.99996723
 AR1937!UTM  17      -   1.00000204  x   1.00000156  =   1.00000360
 AR1937
 AR1937:                Primary Azimuth Mark                     Grid Az
 AR1937:SPC FL N     -  31 92 GPS 3                              182 03 12.4
 AR1937:UTM  17      -  31 92 GPS 3                              183 48 11.3
 AR1937
 AR1937|---------------------------------------------------------------------|
 AR1937| PID    Reference Object                     Distance      Geod. Az  |
 AR1937|                                                           dddmmss.s |
 AR1937| AR1936 31 92 GPS 3                         APPROX. 0.5 KM 1825226.2 |
 AR1937|---------------------------------------------------------------------|
 AR1937
 AR1937                          SUPERSEDED SURVEY CONTROL
 AR1937
 AR1937  NAD 83(1990)-  29 50 04.37897(N)    082 52 02.00851(W) AD(       ) 1
 AR1937  ELLIP H (01/28/97)  -12.88   (m)                       GP(       ) 3 1
 AR1937  NAD 83(1990)-  29 50 04.37897(N)    082 52 02.00851(W) AD(       ) 1
 AR1937  ELLIP H (11/22/93)  -12.88   (m)                       GP(       ) 4 1
 AR1937  NGVD 29 (11/22/93)   15.2    (m)           50.     (f) GPS OBS        
 AR1937
 AR1937.Superseded values are not recommended for survey control.
 AR1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1937.See file dsdata.txt to determine how the superseded data were derived.
 AR1937
 AR1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP1959601915(NAD 83)
 AR1937_MARKER: DD = SURVEY DISK
 AR1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1937_SP_SET: CONCRETE POST
 AR1937_STAMPING: 31 92 GPS 4
 AR1937_MARK LOGO: FLDT  
 AR1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1937+STABILITY: SURFACE MOTION
 AR1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1937+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AR1937
 AR1937  HISTORY     - Date     Condition        Report By
 AR1937  HISTORY     - 1992     MONUMENTED       FLDT
 AR1937  HISTORY     - 1996     GOOD             DCJOHN
 AR1937
 AR1937                          STATION DESCRIPTION
 AR1937
 AR1937'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1937'STATION IS LOCATE ABOUT 15.5 MILES (24.9 KM) NORTH NORTHWEST OF
 AR1937'TRENTON AND 5.65 MILES (9.09 KM) NORTH OF BELL.
 AR1937'FROM THE POST OFFICE AT BELL, GO NORTH ALONG U.S. 129 FOR ABOUT 5.65
 AR1937'MILES (9.09 KM) TO THE STATION, AT THE SOUTH END OF A CURVE, SET IN
 AR1937'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 94.0 FEET
 AR1937'(28.7 M) (28.7 MT) SOUTH OF A UTILITY POLE WITH A METAL WITNESS SIGN
 AR1937'ATTACHED, 48.6 FEET (14.8 M) (14.8 MT) EAST OF THE CENTER OF U.S.
 AR1937'129, 15.2 FEET (4.6 M) (4.6 MT)NORTH OF A METAL TELEPHONE BOX NUMBER
 AR1937'4200-429 AND 4.0 FEET (1.2 M) (1.2 MT)WEST OF A METAL WITNESS POST AT
 AR1937'THE FENCE.
 AR1937
 AR1937                          STATION RECOVERY (1996)
 AR1937
 AR1937'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (DS)
 AR1937'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6638 ***********************************************************************
 DE6638  DESIGNATION -  31 FPV
 DE6638  PID         -  DE6638
 DE6638  STATE/COUNTY-  FL/SUWANNEE
 DE6638  USGS QUAD   -  WHITE SPRINGS WEST (1993)
 DE6638
 DE6638                         *CURRENT SURVEY CONTROL
 DE6638  ___________________________________________________________________
 DE6638* NAD 83(1986)-  30 18 52.     (N)    082 49 16.     (W)     SCALED    
 DE6638* NAVD 88     -        43.773  (meters)     143.61   (feet)  ADJUSTED  
 DE6638  ___________________________________________________________________
 DE6638  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DE6638  DYNAMIC HT  -          43.715 (meters)     143.42  (feet)  COMP
 DE6638  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 DE6638
 DE6638  VERT ORDER  -  SECOND    CLASS I
 DE6638
 DE6638.The horizontal coordinates were scaled from a topographic map and have
 DE6638.an estimated accuracy of +/- 6 seconds.
 DE6638
 DE6638.The orthometric height was determined by differential leveling
 DE6638.and adjusted by the National Geodetic Survey in July 2004..
 DE6638.No vertical observational check was made to the station.
 DE6638
 DE6638.The geoid height was determined by GEOID03.
 DE6638
 DE6638.The dynamic height is computed by dividing the NAVD 88
 DE6638.geopotential number by the normal gravity value computed on the
 DE6638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6638.degrees latitude (g = 980.6199 gals.).
 DE6638
 DE6638.The modeled gravity was interpolated from observed gravity values.
 DE6638
 DE6638;                    North         East    Units  Estimated Accuracy
 DE6638;SPC FL N     -   146,890.      761,460.      MT  (+/- 180 meters Scaled)
 DE6638
 DE6638                          SUPERSEDED SURVEY CONTROL
 DE6638
 DE6638.No superseded survey control is available for this station.
 DE6638
 DE6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP249550(NAD 83)
 DE6638_MARKER: DB = BENCH MARK DISK
 DE6638_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6638_STAMPING: 31 FPV 1959
 DE6638_MARK LOGO: USGS  
 DE6638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6638+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1992
 DE6638
 DE6638  HISTORY     - Date     Condition        Report By
 DE6638  HISTORY     - 1959     MONUMENTED       RBNF
 DE6638  HISTORY     - 19920111 GOOD             FLDNR
 DE6638
 DE6638                          STATION DESCRIPTION
 DE6638
 DE6638'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 DE6638'THE MARK IS ABOUT 11.0 MI (17.7 KM) EAST-NORTHEAST OF LIVE OAK IN
 DE6638'SECTION 16, T 2 S, R 15 E. TO REACH THE MARK FROM THE INTERSECTION OF
 DE6638'STATE HIGHWAY 136 AND INTERSTATE 75, GO WEST ON STATE HIGHWAY 136
 DE6638'(CHANGES TO COUNTY ROAD 137) FOR 0.9 MI (1.4 KM) TO COUNTY ROAD 137
 DE6638'SOUTH AND THE MARK ON THE LEFT. LOCATED 57.0 FT (17.4 M)
 DE6638'WEST-SOUTHWEST OF THE POWER POLE NUMBER 55 1/2 (E6164540), 47.0 FT
 DE6638'(14.3 M) EAST OF THE CENTERLINE OF COUNTY ROAD 137, 38.0 FT (11.6 M)
 DE6638'SOUTH OF THE CENTERLINE OF COUNTY ROAD 136, 1.4 FT (0.4 M)
 DE6638'NORTH-NORTHWEST OF A 8-INCH CORNER FENCE POST AND 1.4 FT (0.4 M)
 DE6638'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0704 ***********************************************************************
 AQ0704  DESIGNATION -  31 JAS
 AQ0704  PID         -  AQ0704
 AQ0704  STATE/COUNTY-  FL/MARION
 AQ0704  USGS QUAD   -  HALFMOON LAKE (1993)
 AQ0704
 AQ0704                         *CURRENT SURVEY CONTROL
 AQ0704  ___________________________________________________________________
 AQ0704* NAD 83(1986)-  29 10 39.     (N)    081 45 21.     (W)     SCALED    
 AQ0704* NAVD 88     -        36.148  (meters)     118.60   (feet)  ADJUSTED  
 AQ0704  ___________________________________________________________________
 AQ0704  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AQ0704  DYNAMIC HT  -          36.097 (meters)     118.43  (feet)  COMP
 AQ0704  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 AQ0704
 AQ0704  VERT ORDER  -  FIRST     CLASS II
 AQ0704
 AQ0704.The horizontal coordinates were scaled from a topographic map and have
 AQ0704.an estimated accuracy of +/- 6 seconds.
 AQ0704
 AQ0704.The orthometric height was determined by differential leveling
 AQ0704.and adjusted by the National Geodetic Survey in September 1997..
 AQ0704
 AQ0704.Photographs are available for this station.
 AQ0704
 AQ0704.The geoid height was determined by GEOID03.
 AQ0704
 AQ0704.The dynamic height is computed by dividing the NAVD 88
 AQ0704.geopotential number by the normal gravity value computed on the
 AQ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0704.degrees latitude (g = 980.6199 gals.).
 AQ0704
 AQ0704.The modeled gravity was interpolated from observed gravity values.
 AQ0704
 AQ0704;                    North         East    Units  Estimated Accuracy
 AQ0704;SPC FL W     -   536,730.      223,750.      MT  (+/- 180 meters Scaled)
 AQ0704
 AQ0704                          SUPERSEDED SURVEY CONTROL
 AQ0704
 AQ0704  NAVD 88 (06/15/91)   36.115  (m)          118.49   (f) UNKNOWN     1 2
 AQ0704  NGVD 29 (??/??/92)   36.436  (m)          119.54   (f) ADJ UNCH    1 2
 AQ0704
 AQ0704.Superseded values are not recommended for survey control.
 AQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0704.See file dsdata.txt to determine how the superseded data were derived.
 AQ0704
 AQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN265278(NAD 83)
 AQ0704_MARKER: DD = SURVEY DISK
 AQ0704_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AQ0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0704_STAMPING: 31 JAS 1966 120
 AQ0704_MARK LOGO: USGS  
 AQ0704_PROJECTION: FLUSH
 AQ0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0704+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AQ0704
 AQ0704  HISTORY     - Date     Condition        Report By
 AQ0704  HISTORY     - 1966     MONUMENTED       USGS
 AQ0704  HISTORY     - 1968     GOOD             NGS
 AQ0704  HISTORY     - 1990     GOOD             USPSQD
 AQ0704  HISTORY     - 19910323 GOOD             USPSQD
 AQ0704  HISTORY     - 19960815 GOOD             FLDEP
 AQ0704  HISTORY     - 20040415 GOOD             FLDEP
 AQ0704  HISTORY     - 20050409 GOOD             USPSQD
 AQ0704
 AQ0704                          STATION DESCRIPTION
 AQ0704
 AQ0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0704'14.8 MI W FROM ASTOR.
 AQ0704'ABOUT 14.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0704'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 0.8
 AQ0704'MILE EAST OF THE OCALA NATIONAL FOREST SERVICE LOOKOUT TOWER,
 AQ0704'AT THE JUNCTION OF FOREST SERVICE ROAD NO. 88 LEADING SOUTH, 64
 AQ0704'FEET EAST OF THE CENTER LINE OF THE FOREST SERVICE ROAD, 67 FEET
 AQ0704'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF
 AQ0704'A POWER LINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 AQ0704'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AQ0704'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0704
 AQ0704                          STATION RECOVERY (1990)
 AQ0704
 AQ0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0704'RECOVERED IN GOOD CONDITION.
 AQ0704
 AQ0704                          STATION RECOVERY (1991)
 AQ0704
 AQ0704'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0704'RECOVERED IN GOOD CONDITION.
 AQ0704
 AQ0704                          STATION RECOVERY (1996)
 AQ0704
 AQ0704'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0704'THE MARK IS ABOUT 13.7 MI (22.0 KM) WEST OF ASTOR, 8.2 MI (13.2 KM)
 AQ0704'EAST OF LYNNE IN SECTION 24, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AQ0704'REACH THE MARK FROM THE POST OFFICE (BIG PINE HARDWARE) IN FOREST
 AQ0704'CORNER, GO EAST ON STATE ROAD 40 FOR 8.25 MI (13.28 KM) TO THE MARK ON
 AQ0704'THE RIGHT, SET IN THE TOP OF A PREFABRICATED 5-INCH SQUARE CONCRETE
 AQ0704'POST FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE
 AQ0704'ROAD 40. LOCATED 66.1 FT (20.1 M) SOUTH OF THE APPROXIMATE CENTERLINE
 AQ0704'OF STATE ROAD 40, 63.5 FT (19.4 M) EAST OF THE APPROXIMATE CENTERLINE
 AQ0704'OF A PAVED ROAD NUMBER 588, 29.4 FT (9.0 M) SOUTHEAST OF POWER POLE
 AQ0704'NUMBER G 40-T AND 0.6 FT (18.3 CM) SOUTH OF A METAL WITNESS POST.
 AQ0704
 AQ0704                          STATION RECOVERY (2004)
 AQ0704
 AQ0704'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0704'RECOVERED IN GOOD CONDITION.
 AQ0704' 
 AQ0704'NOTE FOREST SERVICE ROAD HAS BEEN RENUMBERED TO 588.
 AQ0704
 AQ0704                          STATION RECOVERY (2005)
 AQ0704
 AQ0704'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0177 ***********************************************************************
 AG0177  DESIGNATION -  310 FLHD
 AG0177  PID         -  AG0177
 AG0177  STATE/COUNTY-  FL/PINELLAS
 AG0177  USGS QUAD   -  CLEARWATER (1987)
 AG0177
 AG0177                         *CURRENT SURVEY CONTROL
 AG0177  ___________________________________________________________________
 AG0177* NAD 83(1986)-  27 55 01.     (N)    082 46 05.     (W)     SCALED    
 AG0177* NAVD 88     -         3.345  (meters)      10.97   (feet)  ADJUSTED  
 AG0177  ___________________________________________________________________
 AG0177  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0177  DYNAMIC HT  -           3.340 (meters)      10.96  (feet)  COMP
 AG0177  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AG0177
 AG0177  VERT ORDER  -  SECOND    CLASS II
 AG0177
 AG0177.The horizontal coordinates were scaled from a topographic map and have
 AG0177.an estimated accuracy of +/- 6 seconds.
 AG0177
 AG0177.The orthometric height was determined by differential leveling
 AG0177.and adjusted by the National Geodetic Survey in June 1991..
 AG0177
 AG0177.The geoid height was determined by GEOID03.
 AG0177
 AG0177.The dynamic height is computed by dividing the NAVD 88
 AG0177.geopotential number by the normal gravity value computed on the
 AG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0177.degrees latitude (g = 980.6199 gals.).
 AG0177
 AG0177.The modeled gravity was interpolated from observed gravity values.
 AG0177
 AG0177;                    North         East    Units  Estimated Accuracy
 AG0177;SPC FL W     -   397,240.      124,400.      MT  (+/- 180 meters Scaled)
 AG0177
 AG0177                          SUPERSEDED SURVEY CONTROL
 AG0177
 AG0177  NGVD 29 (??/??/92)    3.608  (m)           11.84   (f) ADJ UNCH    2 2
 AG0177
 AG0177.Superseded values are not recommended for survey control.
 AG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0177.See file dsdata.txt to determine how the superseded data were derived.
 AG0177
 AG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL260892(NAD 83)
 AG0177_MARKER: DD = SURVEY DISK
 AG0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0177_SP_SET: CULVERT
 AG0177_STAMPING: 310
 AG0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0177
 AG0177  HISTORY     - Date     Condition        Report By
 AG0177  HISTORY     - UNK      MONUMENTED       FLHD
 AG0177  HISTORY     - 1976     GOOD             NGS
 AG0177  HISTORY     - 20020430 MARK NOT FOUND   INDIV
 AG0177
 AG0177                          STATION DESCRIPTION
 AG0177
 AG0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0177'IN LARGO.
 AG0177'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0177'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DR.).  RUN EASTERLY ON
 AG0177'EAST BAY DR. FOR 1.20 MILES TO 19TH ST. S.E.  STATION ON RIGHT, 48.0
 AG0177'FT. SOUTH OF THE CENTERLINE OF EAST BAY DR., 33.0 FT. WEST OF THE
 AG0177'CENTERLINE OF 19TH ST. S.E.  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0177'SECTION 35, T 29, R 15.
 AG0177
 AG0177                          STATION RECOVERY (2002)
 AG0177
 AG0177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MJM)
 AG0177'STATE ROAD 686 HAS BEEN IMPROVED AND THE HEADWALL IN WHICH THE STATION
 AG0177'EXISTED IS NO MORE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0168 ***********************************************************************
 AG0168  DESIGNATION -  311 FLHD
 AG0168  PID         -  AG0168
 AG0168  STATE/COUNTY-  FL/PINELLAS
 AG0168  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0168
 AG0168                         *CURRENT SURVEY CONTROL
 AG0168  ___________________________________________________________________
 AG0168* NAD 83(1986)-  27 55 01.     (N)    082 44 47.     (W)     SCALED    
 AG0168* NAVD 88     -         4.668  (meters)      15.31   (feet)  ADJUSTED  
 AG0168  ___________________________________________________________________
 AG0168  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0168  DYNAMIC HT  -           4.661 (meters)      15.29  (feet)  COMP
 AG0168  MODELED GRAV-     979,185.9   (mgal)                       NAVD 88
 AG0168
 AG0168  VERT ORDER  -  SECOND    CLASS II
 AG0168
 AG0168.The horizontal coordinates were scaled from a topographic map and have
 AG0168.an estimated accuracy of +/- 6 seconds.
 AG0168
 AG0168.The orthometric height was determined by differential leveling
 AG0168.and adjusted by the National Geodetic Survey in June 1991..
 AG0168
 AG0168.The geoid height was determined by GEOID03.
 AG0168
 AG0168.The dynamic height is computed by dividing the NAVD 88
 AG0168.geopotential number by the normal gravity value computed on the
 AG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0168.degrees latitude (g = 980.6199 gals.).
 AG0168
 AG0168.The modeled gravity was interpolated from observed gravity values.
 AG0168
 AG0168;                    North         East    Units  Estimated Accuracy
 AG0168;SPC FL W     -   397,230.      126,530.      MT  (+/- 180 meters Scaled)
 AG0168
 AG0168                          SUPERSEDED SURVEY CONTROL
 AG0168
 AG0168  NGVD 29 (??/??/92)    4.931  (m)           16.18   (f) ADJ UNCH    2 2
 AG0168
 AG0168.Superseded values are not recommended for survey control.
 AG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0168.See file dsdata.txt to determine how the superseded data were derived.
 AG0168
 AG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL281892(NAD 83)
 AG0168_MARKER: DD = SURVEY DISK
 AG0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0168_SP_SET: CULVERT
 AG0168_STAMPING: 311
 AG0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0168
 AG0168  HISTORY     - Date     Condition        Report By
 AG0168  HISTORY     - UNK      MONUMENTED       FLHD
 AG0168  HISTORY     - 1976     GOOD             NGS
 AG0168  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 AG0168
 AG0168                          STATION DESCRIPTION
 AG0168
 AG0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0168'IN LARGO.
 AG0168'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0168'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DRIVE).  RUN EASTERLY ON
 AG0168'EAST BAY DRIVE FOR 2.7 MILES TO BELCHER RD. (C.R. 27).  STATION ON
 AG0168'RIGHT, IN THE S.W. CORNER, 47.5 FT. SOUTH OF THE CENTERLINE OF EAST
 AG0168'BAY DR., 73.0 FT. WEST OF THE CENTERLINE OF BELCHER RD.  SET IN THE
 AG0168'TOP OF A CONCRETE HEADWALL.  SECTION 36, T 29, R 15.
 AG0168
 AG0168                          STATION RECOVERY (2000)
 AG0168
 AG0168'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0169 ***********************************************************************
 AG0169  DESIGNATION -  312 FLHD
 AG0169  PID         -  AG0169
 AG0169  STATE/COUNTY-  FL/PINELLAS
 AG0169  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0169
 AG0169                         *CURRENT SURVEY CONTROL
 AG0169  ___________________________________________________________________
 AG0169* NAD 83(1986)-  27 55 01.     (N)    082 44 11.     (W)     SCALED    
 AG0169* NAVD 88     -         4.907  (meters)      16.10   (feet)  ADJUSTED  
 AG0169  ___________________________________________________________________
 AG0169  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0169  DYNAMIC HT  -           4.900 (meters)      16.08  (feet)  COMP
 AG0169  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 AG0169
 AG0169  VERT ORDER  -  SECOND    CLASS II
 AG0169
 AG0169.The horizontal coordinates were scaled from a topographic map and have
 AG0169.an estimated accuracy of +/- 6 seconds.
 AG0169
 AG0169.The orthometric height was determined by differential leveling
 AG0169.and adjusted by the National Geodetic Survey in June 1991..
 AG0169
 AG0169.The geoid height was determined by GEOID03.
 AG0169
 AG0169.The dynamic height is computed by dividing the NAVD 88
 AG0169.geopotential number by the normal gravity value computed on the
 AG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0169.degrees latitude (g = 980.6199 gals.).
 AG0169
 AG0169.The modeled gravity was interpolated from observed gravity values.
 AG0169
 AG0169;                    North         East    Units  Estimated Accuracy
 AG0169;SPC FL W     -   397,220.      127,520.      MT  (+/- 180 meters Scaled)
 AG0169
 AG0169                          SUPERSEDED SURVEY CONTROL
 AG0169
 AG0169  NGVD 29 (??/??/92)    5.170  (m)           16.96   (f) ADJ UNCH    2 2
 AG0169
 AG0169.Superseded values are not recommended for survey control.
 AG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0169.See file dsdata.txt to determine how the superseded data were derived.
 AG0169
 AG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL291892(NAD 83)
 AG0169_MARKER: DD = SURVEY DISK
 AG0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0169_SP_SET: CULVERT
 AG0169_STAMPING: 312
 AG0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0169
 AG0169  HISTORY     - Date     Condition        Report By
 AG0169  HISTORY     - UNK      MONUMENTED       FLHD
 AG0169  HISTORY     - 1976     GOOD             NGS
 AG0169  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 AG0169
 AG0169                          STATION DESCRIPTION
 AG0169
 AG0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0169'IN LARGO.
 AG0169'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0169'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DR.).  RUN EASTERLY ON
 AG0169'EAST BAY DR. FOR 3.3 MILE.  STATION ON RIGHT, 44.3 FT. SOUTH OF THE
 AG0169'CENTERLINE OF EAST BAY DR., 59.2 FT. WEST OF BEDFORD CIR. E.  SET IN
 AG0169'THE TOP OF A CONCRETE HEADWALL.  SECTON 31, T 29, R 16.
 AG0169
 AG0169                          STATION RECOVERY (2000)
 AG0169
 AG0169'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0170 ***********************************************************************
 AG0170  DESIGNATION -  313 FLHD
 AG0170  PID         -  AG0170
 AG0170  STATE/COUNTY-  FL/PINELLAS
 AG0170  USGS QUAD   -  SEMINOLE (1995)
 AG0170
 AG0170                         *CURRENT SURVEY CONTROL
 AG0170  ___________________________________________________________________
 AG0170* NAD 83(1986)-  27 51 25.     (N)    082 47 41.     (W)     SCALED    
 AG0170* NAVD 88     -         9.449  (meters)      31.00   (feet)  ADJUSTED  
 AG0170  ___________________________________________________________________
 AG0170  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG0170  DYNAMIC HT  -           9.435 (meters)      30.95  (feet)  COMP
 AG0170  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AG0170
 AG0170  VERT ORDER  -  SECOND    CLASS II
 AG0170
 AG0170.The horizontal coordinates were scaled from a topographic map and have
 AG0170.an estimated accuracy of +/- 6 seconds.
 AG0170
 AG0170.The orthometric height was determined by differential leveling
 AG0170.and adjusted by the National Geodetic Survey in June 1991..
 AG0170
 AG0170.The geoid height was determined by GEOID03.
 AG0170
 AG0170.The dynamic height is computed by dividing the NAVD 88
 AG0170.geopotential number by the normal gravity value computed on the
 AG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0170.degrees latitude (g = 980.6199 gals.).
 AG0170
 AG0170.The modeled gravity was interpolated from observed gravity values.
 AG0170
 AG0170;                    North         East    Units  Estimated Accuracy
 AG0170;SPC FL W     -   390,610.      121,730.      MT  (+/- 180 meters Scaled)
 AG0170
 AG0170                          SUPERSEDED SURVEY CONTROL
 AG0170
 AG0170  NGVD 29 (??/??/92)    9.714  (m)           31.87   (f) ADJ UNCH    2 2
 AG0170
 AG0170.Superseded values are not recommended for survey control.
 AG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0170.See file dsdata.txt to determine how the superseded data were derived.
 AG0170
 AG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232826(NAD 83)
 AG0170_MARKER: DD = SURVEY DISK
 AG0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0170_SP_SET: CULVERT
 AG0170_STAMPING: 313
 AG0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0170+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0170
 AG0170  HISTORY     - Date     Condition        Report By
 AG0170  HISTORY     - UNK      MONUMENTED       FLHD
 AG0170  HISTORY     - 1976     GOOD             NGS
 AG0170  HISTORY     - 20010324 GOOD             USPSQD
 AG0170
 AG0170                          STATION DESCRIPTION
 AG0170
 AG0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0170'0.25 MI N FROM SEMINOLE.
 AG0170'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0170'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTH WESTERLY ON SR S-694
 AG0170'FOR 0.6 MILE TO 113 STREET (NEW RIDGE RD).  TURN RIGHT AND RUN
 AG0170'NORTHERLY ON NEW RIDGE RD FOR 1.05 MILE.  STATION ON LEFT, 53.0 FT
 AG0170'WEST OF THE CENTERLINE OF NEW RIDGE RD, 45.0 FT NORTHEAST OF POWER
 AG0170'POLE (NUMBER 110389) SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION
 AG0170'22, T 30, R 15.
 AG0170
 AG0170                          STATION RECOVERY (2001)
 AG0170
 AG0170'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0170'NEW CONSTRUCTION - 160' S OF CENTERLINE OF POST OFFICE/LIBRARY/SPJC
 AG0170'REC CTR RD.  6' WEST OF GUARD RAIL. 45' N OF EXTENDED LINE OF SEWER
 AG0170'MAN HOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0171 ***********************************************************************
 AG0171  DESIGNATION -  314 FLHD
 AG0171  PID         -  AG0171
 AG0171  STATE/COUNTY-  FL/PINELLAS
 AG0171  USGS QUAD   -  SEMINOLE (1995)
 AG0171
 AG0171                         *CURRENT SURVEY CONTROL
 AG0171  ___________________________________________________________________
 AG0171* NAD 83(1986)-  27 51 43.     (N)    082 47 41.     (W)     SCALED    
 AG0171* NAVD 88     -        10.060  (meters)      33.01   (feet)  ADJUSTED  
 AG0171  ___________________________________________________________________
 AG0171  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG0171  DYNAMIC HT  -          10.045 (meters)      32.96  (feet)  COMP
 AG0171  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AG0171
 AG0171  VERT ORDER  -  SECOND    CLASS II
 AG0171
 AG0171.The horizontal coordinates were scaled from a topographic map and have
 AG0171.an estimated accuracy of +/- 6 seconds.
 AG0171
 AG0171.The orthometric height was determined by differential leveling
 AG0171.and adjusted by the National Geodetic Survey in June 1991..
 AG0171
 AG0171.The geoid height was determined by GEOID03.
 AG0171
 AG0171.The dynamic height is computed by dividing the NAVD 88
 AG0171.geopotential number by the normal gravity value computed on the
 AG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0171.degrees latitude (g = 980.6199 gals.).
 AG0171
 AG0171.The modeled gravity was interpolated from observed gravity values.
 AG0171
 AG0171;                    North         East    Units  Estimated Accuracy
 AG0171;SPC FL W     -   391,160.      121,730.      MT  (+/- 180 meters Scaled)
 AG0171
 AG0171                          SUPERSEDED SURVEY CONTROL
 AG0171
 AG0171  NGVD 29 (??/??/92)   10.325  (m)           33.87   (f) ADJ UNCH    2 2
 AG0171
 AG0171.Superseded values are not recommended for survey control.
 AG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0171.See file dsdata.txt to determine how the superseded data were derived.
 AG0171
 AG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232832(NAD 83)
 AG0171_MARKER: DD = SURVEY DISK
 AG0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0171_SP_SET: CULVERT
 AG0171_STAMPING: 314
 AG0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0171+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0171
 AG0171  HISTORY     - Date     Condition        Report By
 AG0171  HISTORY     - UNK      MONUMENTED       FLHD
 AG0171  HISTORY     - 1976     GOOD             NGS
 AG0171  HISTORY     - 20010324 GOOD             USPSQD
 AG0171
 AG0171                          STATION DESCRIPTION
 AG0171
 AG0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0171'0.7 MI N FROM SEMINOLE.
 AG0171'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY 19 (SR
 AG0171'595, SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTH WESTERLY ON SR
 AG0171'S-694 FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN
 AG0171'NORTHERLY ON NEW RIDGE RD FOR 1.45 MILES.  STATION ON RIGHT, 55.9 FT
 AG0171'EAST OF THE CENTERLINE OF NEW RIDGE RD, SET IN THE TOP OF A CONCRETE
 AG0171'HEADWALL.  SECTION 22, T 30, R 15.
 AG0171
 AG0171                          STATION RECOVERY (2001)
 AG0171
 AG0171'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0171'DISK OK AND STABLE, BUT STAMPING NUMBER HAS BEEN DAMAGED.  DISK IS
 AG0171'APPROX. 100' SOUTH OF SEMINOLE OAKS APTS ON W SIDE OF CULVERT, 7'
 AG0171'SOUTH OF EXTENDED LINE OF BAGGED CONCRETE EAST/WEST CULVERT.  LOCATED
 AG0171'ON SOUTH END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0172 ***********************************************************************
 AG0172  DESIGNATION -  315 FLHD
 AG0172  PID         -  AG0172
 AG0172  STATE/COUNTY-  FL/PINELLAS
 AG0172  USGS QUAD   -  SEMINOLE (1995)
 AG0172
 AG0172                         *CURRENT SURVEY CONTROL
 AG0172  ___________________________________________________________________
 AG0172* NAD 83(1986)-  27 52 19.     (N)    082 47 41.     (W)     SCALED    
 AG0172* NAVD 88     -        10.270  (meters)      33.69   (feet)  ADJUSTED  
 AG0172  ___________________________________________________________________
 AG0172  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG0172  DYNAMIC HT  -          10.255 (meters)      33.64  (feet)  COMP
 AG0172  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AG0172
 AG0172  VERT ORDER  -  SECOND    CLASS II
 AG0172
 AG0172.The horizontal coordinates were scaled from a topographic map and have
 AG0172.an estimated accuracy of +/- 6 seconds.
 AG0172
 AG0172.The orthometric height was determined by differential leveling
 AG0172.and adjusted by the National Geodetic Survey in June 1991..
 AG0172
 AG0172.The geoid height was determined by GEOID03.
 AG0172
 AG0172.The dynamic height is computed by dividing the NAVD 88
 AG0172.geopotential number by the normal gravity value computed on the
 AG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0172.degrees latitude (g = 980.6199 gals.).
 AG0172
 AG0172.The modeled gravity was interpolated from observed gravity values.
 AG0172
 AG0172;                    North         East    Units  Estimated Accuracy
 AG0172;SPC FL W     -   392,270.      121,740.      MT  (+/- 180 meters Scaled)
 AG0172
 AG0172                          SUPERSEDED SURVEY CONTROL
 AG0172
 AG0172  NGVD 29 (??/??/92)   10.535  (m)           34.56   (f) ADJ UNCH    2 2
 AG0172
 AG0172.Superseded values are not recommended for survey control.
 AG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0172.See file dsdata.txt to determine how the superseded data were derived.
 AG0172
 AG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233843(NAD 83)
 AG0172_MARKER: DD = SURVEY DISK
 AG0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0172_SP_SET: CULVERT
 AG0172_STAMPING: 315
 AG0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0172+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0172
 AG0172  HISTORY     - Date     Condition        Report By
 AG0172  HISTORY     - UNK      MONUMENTED       FLHD
 AG0172  HISTORY     - 1976     GOOD             NGS
 AG0172  HISTORY     - 20010324 GOOD             USPSQD
 AG0172
 AG0172                          STATION DESCRIPTION
 AG0172
 AG0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0172'1.4 MI N FROM SEMINOLE.
 AG0172'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0172'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTHWESTERLY ON SR S-694
 AG0172'FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN NORTHERLY
 AG0172'ON NEW RIDGE RD FOR 2.15 MILES.  STATION ON LEFT, 58.6 FT WEST OF THE
 AG0172'CENTERLINE OF NEW RIDGE RD.  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0172'SECTION 16, T 30, R 15.
 AG0172
 AG0172                          STATION RECOVERY (2001)
 AG0172
 AG0172'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0172'60' SOUTH OF CENTERLINE OF LYDON LANE (ENTRANCE TO CATHOLIC CHURCH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0173 ***********************************************************************
 AG0173  DESIGNATION -  316 FLHD
 AG0173  PID         -  AG0173
 AG0173  STATE/COUNTY-  FL/PINELLAS
 AG0173  USGS QUAD   -  CLEARWATER (1987)
 AG0173
 AG0173                         *CURRENT SURVEY CONTROL
 AG0173  ___________________________________________________________________
 AG0173* NAD 83(1986)-  27 52 49.     (N)    082 47 41.     (W)     SCALED    
 AG0173* NAVD 88     -        11.904  (meters)      39.05   (feet)  ADJUSTED  
 AG0173  ___________________________________________________________________
 AG0173  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0173  DYNAMIC HT  -          11.887 (meters)      39.00  (feet)  COMP
 AG0173  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AG0173
 AG0173  VERT ORDER  -  SECOND    CLASS II
 AG0173
 AG0173.The horizontal coordinates were scaled from a topographic map and have
 AG0173.an estimated accuracy of +/- 6 seconds.
 AG0173
 AG0173.The orthometric height was determined by differential leveling
 AG0173.and adjusted by the National Geodetic Survey in June 1991..
 AG0173
 AG0173.The geoid height was determined by GEOID03.
 AG0173
 AG0173.The dynamic height is computed by dividing the NAVD 88
 AG0173.geopotential number by the normal gravity value computed on the
 AG0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0173.degrees latitude (g = 980.6199 gals.).
 AG0173
 AG0173.The modeled gravity was interpolated from observed gravity values.
 AG0173
 AG0173;                    North         East    Units  Estimated Accuracy
 AG0173;SPC FL W     -   393,200.      121,750.      MT  (+/- 180 meters Scaled)
 AG0173
 AG0173                          SUPERSEDED SURVEY CONTROL
 AG0173
 AG0173  NGVD 29 (??/??/92)   12.169  (m)           39.92   (f) ADJ UNCH    2 2
 AG0173
 AG0173.Superseded values are not recommended for survey control.
 AG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0173.See file dsdata.txt to determine how the superseded data were derived.
 AG0173
 AG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233852(NAD 83)
 AG0173_MARKER: DD = SURVEY DISK
 AG0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0173_SP_SET: CULVERT
 AG0173_STAMPING: 316
 AG0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0173+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0173
 AG0173  HISTORY     - Date     Condition        Report By
 AG0173  HISTORY     - UNK      MONUMENTED       FLHD
 AG0173  HISTORY     - 1976     GOOD             NGS
 AG0173  HISTORY     - 1990     GOOD             USPSQD
 AG0173  HISTORY     - 20010324 GOOD             USPSQD
 AG0173
 AG0173                          STATION DESCRIPTION
 AG0173
 AG0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0173'0.25 MI S FROM LARGO.
 AG0173'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0173'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTHWESTERLY ON SR S-694
 AG0173'FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN NORTHERLY
 AG0173'ON NEW RIDGE RD FOR 2.75 MILES TO WALSINGHAM RD.  STATION ON LEFT, IN
 AG0173'THE SOUTHWEST CORNER, 65.0 FT WEST OF THE CENTERLINE OF NEW RIDGE RD,
 AG0173'89.5 FT SOUTH OF THE CENTERLINE OF WALSINGHAM RD.  SET IN THE TOP OF A
 AG0173'CONCRETE HEADWALL.  SECTION 16, T 30, R 15.
 AG0173
 AG0173                          STATION RECOVERY (1990)
 AG0173
 AG0173'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0173'RECOVERED IN GOOD CONDITION.
 AG0173
 AG0173                          STATION RECOVERY (2001)
 AG0173
 AG0173'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0174 ***********************************************************************
 AG0174  DESIGNATION -  317 FLHD
 AG0174  PID         -  AG0174
 AG0174  STATE/COUNTY-  FL/PINELLAS
 AG0174  USGS QUAD   -  CLEARWATER (1987)
 AG0174
 AG0174                         *CURRENT SURVEY CONTROL
 AG0174  ___________________________________________________________________
 AG0174* NAD 83(1986)-  27 52 49.     (N)    082 47 41.     (W)     SCALED    
 AG0174* NAVD 88     -        11.692  (meters)      38.36   (feet)  ADJUSTED  
 AG0174  ___________________________________________________________________
 AG0174  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0174  DYNAMIC HT  -          11.675 (meters)      38.30  (feet)  COMP
 AG0174  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AG0174
 AG0174  VERT ORDER  -  SECOND    CLASS II
 AG0174
 AG0174.The horizontal coordinates were scaled from a topographic map and have
 AG0174.an estimated accuracy of +/- 6 seconds.
 AG0174
 AG0174.The orthometric height was determined by differential leveling
 AG0174.and adjusted by the National Geodetic Survey in June 1991..
 AG0174
 AG0174.The geoid height was determined by GEOID03.
 AG0174
 AG0174.The dynamic height is computed by dividing the NAVD 88
 AG0174.geopotential number by the normal gravity value computed on the
 AG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0174.degrees latitude (g = 980.6199 gals.).
 AG0174
 AG0174.The modeled gravity was interpolated from observed gravity values.
 AG0174
 AG0174;                    North         East    Units  Estimated Accuracy
 AG0174;SPC FL W     -   393,200.      121,750.      MT  (+/- 180 meters Scaled)
 AG0174
 AG0174                          SUPERSEDED SURVEY CONTROL
 AG0174
 AG0174  NGVD 29 (??/??/92)   11.956  (m)           39.23   (f) ADJ UNCH    2 2
 AG0174
 AG0174.Superseded values are not recommended for survey control.
 AG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0174.See file dsdata.txt to determine how the superseded data were derived.
 AG0174
 AG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233852(NAD 83)
 AG0174_MARKER: DD = SURVEY DISK
 AG0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0174_SP_SET: CULVERT
 AG0174_STAMPING: 317
 AG0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0174
 AG0174  HISTORY     - Date     Condition        Report By
 AG0174  HISTORY     - UNK      MONUMENTED       FLHD
 AG0174  HISTORY     - 1976     GOOD             NGS
 AG0174  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0174
 AG0174                          STATION DESCRIPTION
 AG0174
 AG0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0174'0.25 MI S FROM LARGO.
 AG0174'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0174'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTHWESTERLY ON SR S-694
 AG0174'FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN NORTHERLY
 AG0174'ON NEW RIDGE RD FOR 2.75 MI. TO WALSINGHAM RD.  STATION ON RIGHT, IN
 AG0174'THE NORTHEAST CORNER, 65.0 FT EAST OF THE CENTERLINE OF NEW RIDGE RD,
 AG0174'108.0 FT NORTH OF THE CENTERLINE OF WALSINGHAM RD.  SET IN THE TOP OF
 AG0174'A CONCRETE HEADWALL.  SECTION 10, T 30, R 15.
 AG0174
 AG0174                          STATION RECOVERY (1990)
 AG0174
 AG0174'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7680 ***********************************************************************
 AG7680  DESIGNATION -  31.74 M CO
 AG7680  PID         -  AG7680
 AG7680  STATE/COUNTY-  FL/MANATEE
 AG7680  USGS QUAD   -  PARRISH (1987)
 AG7680
 AG7680                         *CURRENT SURVEY CONTROL
 AG7680  ___________________________________________________________________
 AG7680* NAD 83(1986)-  27 32 23.     (N)    082 25 34.     (W)     SCALED    
 AG7680* NAVD 88     -         9.387  (meters)      30.80   (feet)  ADJUSTED  
 AG7680  ___________________________________________________________________
 AG7680  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG7680  DYNAMIC HT  -           9.373 (meters)      30.75  (feet)  COMP
 AG7680  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 AG7680
 AG7680  VERT ORDER  -  SECOND    CLASS I
 AG7680
 AG7680.The horizontal coordinates were scaled from a topographic map and have
 AG7680.an estimated accuracy of +/- 6 seconds.
 AG7680
 AG7680.The orthometric height was determined by differential leveling
 AG7680.and adjusted by the National Geodetic Survey in June 1991..
 AG7680
 AG7680.The geoid height was determined by GEOID03.
 AG7680
 AG7680.The dynamic height is computed by dividing the NAVD 88
 AG7680.geopotential number by the normal gravity value computed on the
 AG7680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7680.degrees latitude (g = 980.6199 gals.).
 AG7680
 AG7680.The modeled gravity was interpolated from observed gravity values.
 AG7680
 AG7680;                    North         East    Units  Estimated Accuracy
 AG7680;SPC FL W     -   355,280.      157,910.      MT  (+/- 180 meters Scaled)
 AG7680
 AG7680                          SUPERSEDED SURVEY CONTROL
 AG7680
 AG7680.No superseded survey control is available for this station.
 AG7680
 AG7680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL591470(NAD 83)
 AG7680_MARKER: DB = BENCH MARK DISK
 AG7680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7680_SP_SET: CONCRETE POST
 AG7680_STAMPING: ELEV. 31.74
 AG7680_MARK LOGO: FL-081
 AG7680_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7680+STABILITY: SURFACE MOTION
 AG7680
 AG7680  HISTORY     - Date     Condition        Report By
 AG7680  HISTORY     - UNK      MONUMENTED       FL-081
 AG7680  HISTORY     - 1983     GOOD             FLDNR
 AG7680
 AG7680                          STATION DESCRIPTION
 AG7680
 AG7680'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7680'2.45 MI SOUTH FROM PARRISH.
 AG7680'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7680'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7680'1.25 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 31.25
 AG7680'FEET EAST OF THE CENTERLINE OF FORT HAMER ROAD, 16.5 FEET NORTH OF THE
 AG7680'CENTER OF A FENCE GATE, ABOUT 247 FEET NORTH OF THE EXTENDED NORTH
 AG7680'EDGE OF A HOUSE (RT 1 BOX 218C), AND IS NEXT TO A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0175 ***********************************************************************
 AG0175  DESIGNATION -  318 FLHD
 AG0175  PID         -  AG0175
 AG0175  STATE/COUNTY-  FL/PINELLAS
 AG0175  USGS QUAD   -  ST PETERSBURG (1987)
 AG0175
 AG0175                         *CURRENT SURVEY CONTROL
 AG0175  ___________________________________________________________________
 AG0175* NAD 83(1986)-  27 46 31.     (N)    082 43 41.     (W)     SCALED    
 AG0175* NAVD 88     -         5.654  (meters)      18.55   (feet)  ADJUSTED  
 AG0175  ___________________________________________________________________
 AG0175  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG0175  DYNAMIC HT  -           5.645 (meters)      18.52  (feet)  COMP
 AG0175  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 AG0175
 AG0175  VERT ORDER  -  SECOND    CLASS II
 AG0175
 AG0175.The horizontal coordinates were scaled from a topographic map and have
 AG0175.an estimated accuracy of +/- 6 seconds.
 AG0175
 AG0175.The orthometric height was determined by differential leveling
 AG0175.and adjusted by the National Geodetic Survey in June 1991..
 AG0175
 AG0175.The geoid height was determined by GEOID03.
 AG0175
 AG0175.The dynamic height is computed by dividing the NAVD 88
 AG0175.geopotential number by the normal gravity value computed on the
 AG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0175.degrees latitude (g = 980.6199 gals.).
 AG0175
 AG0175.The modeled gravity was interpolated from observed gravity values.
 AG0175
 AG0175;                    North         East    Units  Estimated Accuracy
 AG0175;SPC FL W     -   381,520.      128,240.      MT  (+/- 180 meters Scaled)
 AG0175
 AG0175                          SUPERSEDED SURVEY CONTROL
 AG0175
 AG0175  NGVD 29 (??/??/92)    5.924  (m)           19.44   (f) ADJ UNCH    2 2
 AG0175
 AG0175.Superseded values are not recommended for survey control.
 AG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0175.See file dsdata.txt to determine how the superseded data were derived.
 AG0175
 AG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297735(NAD 83)
 AG0175_MARKER: DD = SURVEY DISK
 AG0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0175_SP_SET: CONCRETE INLET
 AG0175_STAMPING: 318
 AG0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0175
 AG0175  HISTORY     - Date     Condition        Report By
 AG0175  HISTORY     - UNK      MONUMENTED       FLHD
 AG0175  HISTORY     - 1976     GOOD             NGS
 AG0175  HISTORY     - 19980129 GOOD             USPSQD
 AG0175
 AG0175                          STATION DESCRIPTION
 AG0175
 AG0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0175'IN ST PETERSBURG.
 AG0175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A (S.R.
 AG0175'693, 66 ST.) AND S.R. 595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN
 AG0175'SOUTHERLY ON U.S. ALT. HWY. 19A FOR 1.20 MILES TO 4TH AVE. N. STATION
 AG0175'ON LEFT, IN THE S.E. CORNER, 48.0 FT. EAST OF THE CENTERLINE OF 66
 AG0175'ST., 45.0 FT. SOUTH OF THE CENTERLINE OF 4TH AVE. N.  SET IN THE TOP
 AG0175'OF A CONCRETE INLET.  SECTION 20, T 31, R 16.
 AG0175
 AG0175                          STATION RECOVERY (1998)
 AG0175
 AG0175'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0176 ***********************************************************************
 AG0176  DESIGNATION -  319 FLHD
 AG0176  PID         -  AG0176
 AG0176  STATE/COUNTY-  FL/PINELLAS
 AG0176  USGS QUAD   -  ST PETERSBURG (1987)
 AG0176
 AG0176                         *CURRENT SURVEY CONTROL
 AG0176  ___________________________________________________________________
 AG0176* NAD 83(1986)-  27 47 01.     (N)    082 43 41.     (W)     SCALED    
 AG0176* NAVD 88     -         5.809  (meters)      19.06   (feet)  ADJUSTED  
 AG0176  ___________________________________________________________________
 AG0176  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0176  DYNAMIC HT  -           5.800 (meters)      19.03  (feet)  COMP
 AG0176  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AG0176
 AG0176  VERT ORDER  -  SECOND    CLASS II
 AG0176
 AG0176.The horizontal coordinates were scaled from a topographic map and have
 AG0176.an estimated accuracy of +/- 6 seconds.
 AG0176
 AG0176.The orthometric height was determined by differential leveling
 AG0176.and adjusted by the National Geodetic Survey in June 1991..
 AG0176
 AG0176.The geoid height was determined by GEOID03.
 AG0176
 AG0176.The dynamic height is computed by dividing the NAVD 88
 AG0176.geopotential number by the normal gravity value computed on the
 AG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0176.degrees latitude (g = 980.6199 gals.).
 AG0176
 AG0176.The modeled gravity was interpolated from observed gravity values.
 AG0176
 AG0176;                    North         East    Units  Estimated Accuracy
 AG0176;SPC FL W     -   382,440.      128,250.      MT  (+/- 180 meters Scaled)
 AG0176
 AG0176                          SUPERSEDED SURVEY CONTROL
 AG0176
 AG0176  NGVD 29 (??/??/92)    6.078  (m)           19.94   (f) ADJ UNCH    2 2
 AG0176
 AG0176.Superseded values are not recommended for survey control.
 AG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0176.See file dsdata.txt to determine how the superseded data were derived.
 AG0176
 AG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297744(NAD 83)
 AG0176_MARKER: DD = SURVEY DISK
 AG0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0176_SP_SET: CONCRETE INLET
 AG0176_STAMPING: 319
 AG0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0176
 AG0176  HISTORY     - Date     Condition        Report By
 AG0176  HISTORY     - UNK      MONUMENTED       FLHD
 AG0176  HISTORY     - 1976     GOOD             NGS
 AG0176
 AG0176                          STATION DESCRIPTION
 AG0176
 AG0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0176'IN ST PETERSBURG.
 AG0176'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A (S.R.
 AG0176'693, 66 ST.) AND S.R. 595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN
 AG0176'SOUTHERLY ON U.S. ALT. HWY. 19A FOR 0.60 MILE.  STATION ON LEFT, 44.0
 AG0176'FT. EAST OF THE CENTERLINE OF 66 ST., 385.8 FT. SOUTH OF THE
 AG0176'CENTERLINE OF 13TH AVE. N.  SET IN THE TOP OF A CONCRETE INLET.
 AG0176'SECTION 17, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE8184 ***********************************************************************
 AE8184  SACS        -  This is a Secondary Airport Control Station.
 AE8184  DESIGNATION -  31J A
 AE8184  PID         -  AE8184
 AE8184  STATE/COUNTY-  FL/COLUMBIA
 AE8184  USGS QUAD   -  LAKE CITY EAST (1993)
 AE8184
 AE8184                         *CURRENT SURVEY CONTROL
 AE8184  ___________________________________________________________________
 AE8184* NAD 83(1999)-  30 10 55.42333(N)    082 34 37.08175(W)     ADJUSTED  
 AE8184* NAVD 88     -        59.18   (meters)     194.2    (feet)  GPS OBS   
 AE8184  ___________________________________________________________________
 AE8184  X           -     712,915.060 (meters)                     COMP
 AE8184  Y           -  -5,471,918.514 (meters)                     COMP
 AE8184  Z           -   3,187,851.659 (meters)                     COMP
 AE8184  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AE8184  ELLIP HEIGHT-          31.03  (meters)          (01/22/02) GPS OBS
 AE8184  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AE8184
 AE8184  HORZ ORDER  -  FIRST
 AE8184  ELLP ORDER  -  FOURTH    CLASS II
 AE8184
 AE8184.This mark is at Lake City Airport (31J)
 AE8184
 AE8184.The horizontal coordinates were established by GPS observations
 AE8184.and adjusted by the National Geodetic Survey in January 2002..
 AE8184
 AE8184.The orthometric height was determined by GPS observations and a
 AE8184.high-resolution geoid model.
 AE8184
 AE8184.GPS derived orthometric heights for airport stations designated as
 AE8184.PACS or SACS are published to 2 decimal places.  This maintains
 AE8184.centimeter relative accuracy between the PACS and SACS.  It does
 AE8184.not indicate centimeter accuracy relative to other marks which are
 AE8184.part of the NAVD 88 network.
 AE8184
 AE8184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8184
 AE8184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8184
 AE8184.The ellipsoidal height was determined by GPS observations
 AE8184.and is referenced to NAD 83.
 AE8184
 AE8184.The geoid height was determined by GEOID03.
 AE8184
 AE8184;                    North         East     Units Scale Factor Converg.
 AE8184;SPC FL N     -   132,590.265   785,188.338   MT  0.99994847   +0 57 58.9
 AE8184;SPC FL N     -   435,006.56  2,576,072.07   sFT  0.99994847   +0 57 58.9
 AE8184;UTM  17      - 3,340,010.179   348,174.012   MT  0.99988439   -0 47 34.7
 AE8184
 AE8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8184!SPC FL N     -   0.99999513  x   0.99994847  =   0.99994360
 AE8184!UTM  17      -   0.99999513  x   0.99988439  =   0.99987952
 AE8184
 AE8184                          SUPERSEDED SURVEY CONTROL
 AE8184
 AE8184  NAD 83(1990)-  30 10 55.42238(N)    082 34 37.08148(W) AD(       ) 1
 AE8184  ELLIP H (03/27/98)   30.97   (m)                       GP(       ) 4 2
 AE8184
 AE8184.Superseded values are not recommended for survey control.
 AE8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8184.See file dsdata.txt to determine how the superseded data were derived.
 AE8184
 AE8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP4817440010(NAD 83)
 AE8184_MARKER: DD = SURVEY DISK
 AE8184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE8184_STAMPING: 31J A 1995
 AE8184_MARK LOGO: NGS   
 AE8184_PROJECTION: FLUSH
 AE8184_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8184+STABILITY: SURFACE MOTION
 AE8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8184+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE8184_ROD/PIPE-DEPTH: 1.0  meters
 AE8184
 AE8184  HISTORY     - Date     Condition        Report By
 AE8184  HISTORY     - 1995     MONUMENTED       NGS
 AE8184
 AE8184                          STATION DESCRIPTION
 AE8184
 AE8184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8184'THE STATION IS LOCATED ABOUT 3.10 MI (4.99 KM) EAST OF LAKE CITY, AT
 AE8184'THE LAKE CITY MUNICIPAL AIRPORT, ON THE SOUTH SIDE AND AT THE MIDPOINT
 AE8184'OF RUNWAY 10-28.  OWNERSHIP--CITY OF LAKE CITY, P.O.  BOX 1687, LAKE
 AE8184'CITY, FL 32056-1687.  AIRPORT MANAGER IS FAYE BOWLING, PHONE
 AE8184'904-752-2031.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AE8184'AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY
 AE8184'90 (DUVAL ST) AND U.S.  HIGHWAY 441 (MARION ST) IN LAKE CITY, GO
 AE8184'EASTERLY FOR 2.00 MI (3.22 KM) ON HIGHWAY 90 TO A FORK. FOLLOW THE
 AE8184'LEFT FORK AND GO EAST FOR 1.40 MI (2.25 KM) ON HIGHWAY 90 TO A PAVED
 AE8184'DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) ON PAVED
 AE8184'DRIVE TO A LOCKED GATE ON THE EAST SIDE OF THE TERMINAL BUILDING.
 AE8184'PASS THROUGH GATE, TURN RIGHT, AND GO SOUTHWEST FOR 0.35 MI (0.56 KM)
 AE8184'ON THE TAXIWAY TO RUNWAY 10-28.  CROSS RUNWAY, TURN LEFT AND GO EAST
 AE8184'FOR 0.40 MI (0.64 KM) PARALLEL WITH RUNWAY 10-28 TO THE STATION IN
 AE8184'LINE WITH THE RUNWAY MIDPOINT INDICATORS. THE STATION IS A 1 M (3.3
 AE8184'FT) FENO MARK WITH LOGO CAP.  IT IS 212.9 FT (64.9 M) SOUTHWEST OF A
 AE8184'RUNWAY LIGHT, 211.0 FT (64.3 M) SOUTH OF THE APPROXIMATE CENTER OF
 AE8184'RUNWAY 10-28, 128.6 FT (39.2 M) SOUTH OF A RUNWAY LIGHT, 95.2 FT (29.0
 AE8184'M) SOUTH OF A BLACK TRIANGULAR METAL SIGN NUMBERED 4 ON THE EAST AND
 AE8184'WEST SIDES, AND 2.0 FT (0.6 M) NORTH OF A WITNESS POST.  MARKER IS A
 AE8184'DISK SET IN THE TOP OF A 1.0 METER (3.3 FT) PIPE DRIVEN INTO THE
 AE8184'GROUND ENCASED IN PVC SURROUNDED BY CONCRETE.  THREE METAL ANCHOR
 AE8184'PRONGS EXTENDFROM THE BOTTOM OF THE PIPE.  THE STATION IS A SECONDARY
 AE8184'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0725 ***********************************************************************
 AS0725  DESIGNATION -  32
 AS0725  PID         -  AS0725
 AS0725  STATE/COUNTY-  FL/GULF
 AS0725  USGS QUAD   -  LAKE WIMICO (1982)
 AS0725
 AS0725                         *CURRENT SURVEY CONTROL
 AS0725  ___________________________________________________________________
 AS0725* NAD 83(1990)-  29 50 57.86651(N)    085 12 38.27181(W)     ADJUSTED  
 AS0725* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AS0725  ___________________________________________________________________
 AS0725  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AS0725  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AS0725
 AS0725  HORZ ORDER  -  SECOND
 AS0725
 AS0725.The horizontal coordinates were established by classical geodetic methods
 AS0725.and adjusted by the National Geodetic Survey in May 1991..
 AS0725
 AS0725.The orthometric height was scaled from a topographic map.
 AS0725
 AS0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0725
 AS0725.The geoid height was determined by GEOID03.
 AS0725
 AS0725;                    North         East     Units Scale Factor Converg.
 AS0725;SPC FL N     -    94,368.538   531,333.501   MT  0.99996373   -0 21 25.6
 AS0725;SPC FL N     -   309,607.45  1,743,216.66   sFT  0.99996373   -0 21 25.6
 AS0725;UTM  16      - 3,303,442.367   672,854.748   MT  0.99996866   +0 53 27.0
 AS0725
 AS0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0725!SPC FL N     -   1.00000416  x   0.99996373  =   0.99996789
 AS0725!UTM  16      -   1.00000416  x   0.99996866  =   0.99997282
 AS0725
 AS0725|---------------------------------------------------------------------|
 AS0725| PID    Reference Object                     Distance      Geod. Az  |
 AS0725|                                                           dddmmss.s |
 AS0725| CW2621 32 RM 1                              67.060 METERS 05951     |
 AS0725| CW2622 32 RM 2                              28.898 METERS 14348     |
 AS0725| AS0726 WHITE CITY                          APPROX. 3.4 KM 3372151.4 |
 AS0725|---------------------------------------------------------------------|
 AS0725
 AS0725                          SUPERSEDED SURVEY CONTROL
 AS0725
 AS0725  NAD 83(1986)-  29 50 57.87804(N)    085 12 38.28766(W) AD(       ) 2
 AS0725  NAD 27      -  29 50 57.13600(N)    085 12 38.59500(W) AD(       ) 2
 AS0725
 AS0725.Superseded values are not recommended for survey control.
 AS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0725.See file dsdata.txt to determine how the superseded data were derived.
 AS0725
 AS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU7285503442(NAD 83)
 AS0725_MARKER: Z = SEE DESCRIPTION
 AS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0725
 AS0725  HISTORY     - Date     Condition        Report By
 AS0725  HISTORY     - 1935     MONUMENTED       USE
 AS0725
 AS0725                          STATION DESCRIPTION
 AS0725
 AS0725'DESCRIBED BY US ENGINEERS 1935 (GLA)
 AS0725'STATION IS A SECOND ORDER STATION ON THE SW BANK OF THE CANAL
 AS0725'FROM APALACHICOLA RIVER TO ST. ANDREWS BAY.  IT IS ABOUT 2-3/4
 AS0725'MILES S OF THE FLOATING BRIDGE WHERE STATE HIGHWAY 6 CROSSES THE
 AS0725'CANAL AND ABOUT 2-1/2 MILES NW OF THE ENTRANCE OF THE CANAL ON
 AS0725'LAKE WIMICO.  SEARCY CREEK MEANDERS BACK AND FORTH OVER THE
 AS0725'ROUTE OF THE CANAL, AT PLACES BEING COINCIDENT WITH THE CANAL.
 AS0725'AT ONE POINT THE STREAM BRANCHES OFF THE CANAL AT ABOUT 90
 AS0725'DEGREES TO THE W.  THE STATION IS NW OF THIS JUNCTION AND 62
 AS0725'METERS W OF THE W BANK OF THE CANAL.
 AS0725'
 AS0725'THE STATION MARK IS A 3/16-INCH COPPER WIRE SET IN A 5-INCH
 AS0725'SQUARE CONCRETE POST 3 FEET LONG.  THE CONCRETE POST BEING
 AS0725'EMBEDDED IN AN IRREGULAR MASS OF CONCRETE ABOUT 2 FEET IN DIAMETER,
 AS0725'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND THE CONCRETE POST
 AS0725'PROJECTING 6 INCHES ABOVE IT.
 AS0725'
 AS0725'REFERENCE MARK NO.1 IS ABOUT 67 METERS NE OF THE STATION ON A
 AS0725'BANK OF MATERIAL EXCAVATED FROM THE CANAL AND ABOUT 10 METERS W
 AS0725'OF THE W BANK OF THE CANAL.  IT IS A STANDARD DISK SET IN A
 AS0725'6-INCH TILE PROJECTING ABOUT 6 INCHES ABOVE GROUND.  REFERENCE
 AS0725'MARK NO.2 IS A STANDARD DISK SET IN 6-INCH TILE PROJECTING ABOUT
 AS0725'6 INCHES, ABOUT 29 METERS SE OF THE STATION, ABOUT 11 METERS N
 AS0725'OF THE N BANK OF SEARCY CREEK DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2408 ***********************************************************************
 AK2408  DESIGNATION -  32 107 25
 AK2408  PID         -  AK2408
 AK2408  STATE/COUNTY-  FL/BREVARD
 AK2408  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2408
 AK2408                         *CURRENT SURVEY CONTROL
 AK2408  ___________________________________________________________________
 AK2408* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2408* NAVD 88     -         3.550  (meters)      11.65   (feet)  ADJUSTED  
 AK2408  ___________________________________________________________________
 AK2408  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2408  DYNAMIC HT  -           3.545 (meters)      11.63  (feet)  COMP
 AK2408  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2408
 AK2408  VERT ORDER  -  FIRST     CLASS II
 AK2408
 AK2408.The horizontal coordinates were scaled from a topographic map and have
 AK2408.an estimated accuracy of +/- 6 seconds.
 AK2408
 AK2408.The orthometric height was determined by differential leveling
 AK2408.and adjusted by the National Geodetic Survey in June 1991..
 AK2408
 AK2408.The geoid height was determined by GEOID03.
 AK2408
 AK2408.The dynamic height is computed by dividing the NAVD 88
 AK2408.geopotential number by the normal gravity value computed on the
 AK2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2408.degrees latitude (g = 980.6199 gals.).
 AK2408
 AK2408.The modeled gravity was interpolated from observed gravity values.
 AK2408
 AK2408;                    North         East    Units  Estimated Accuracy
 AK2408;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2408
 AK2408                          SUPERSEDED SURVEY CONTROL
 AK2408
 AK2408  NGVD 29 (??/??/92)    3.937  (m)           12.92   (f) ADJ UNCH    1 2
 AK2408
 AK2408.Superseded values are not recommended for survey control.
 AK2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2408.See file dsdata.txt to determine how the superseded data were derived.
 AK2408
 AK2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2408_MARKER: DB = BENCH MARK DISK
 AK2408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2408_SP_SET: LAUNCH COMPLEX
 AK2408_STAMPING: 32-107-25
 AK2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2408
 AK2408  HISTORY     - Date     Condition        Report By
 AK2408  HISTORY     - UNK      MONUMENTED       NGS
 AK2408  HISTORY     - 1961     GOOD             NGS
 AK2408
 AK2408                          STATION DESCRIPTION
 AK2408
 AK2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2408'AT CAPE CANAVERAL.
 AK2408'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2408'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2408'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET EAST OF THE CENTER OF
 AK2408'SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2413 ***********************************************************************
 AK2413  DESIGNATION -  32 107 6
 AK2413  PID         -  AK2413
 AK2413  STATE/COUNTY-  FL/BREVARD
 AK2413  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2413
 AK2413                         *CURRENT SURVEY CONTROL
 AK2413  ___________________________________________________________________
 AK2413* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2413* NAVD 88     -         3.763  (meters)      12.35   (feet)  ADJUSTED  
 AK2413  ___________________________________________________________________
 AK2413  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2413  DYNAMIC HT  -           3.758 (meters)      12.33  (feet)  COMP
 AK2413  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2413
 AK2413  VERT ORDER  -  FIRST     CLASS II
 AK2413
 AK2413.The horizontal coordinates were scaled from a topographic map and have
 AK2413.an estimated accuracy of +/- 6 seconds.
 AK2413
 AK2413.The orthometric height was determined by differential leveling
 AK2413.and adjusted by the National Geodetic Survey in June 1991..
 AK2413
 AK2413.The geoid height was determined by GEOID03.
 AK2413
 AK2413.The dynamic height is computed by dividing the NAVD 88
 AK2413.geopotential number by the normal gravity value computed on the
 AK2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2413.degrees latitude (g = 980.6199 gals.).
 AK2413
 AK2413.The modeled gravity was interpolated from observed gravity values.
 AK2413
 AK2413;                    North         East    Units  Estimated Accuracy
 AK2413;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2413
 AK2413                          SUPERSEDED SURVEY CONTROL
 AK2413
 AK2413  NGVD 29 (??/??/92)    4.150  (m)           13.62   (f) ADJ UNCH    1 2
 AK2413
 AK2413.Superseded values are not recommended for survey control.
 AK2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2413.See file dsdata.txt to determine how the superseded data were derived.
 AK2413
 AK2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2413_MARKER: DB = BENCH MARK DISK
 AK2413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2413_SP_SET: LAUNCH COMPLEX
 AK2413_STAMPING: 32-107-6
 AK2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2413
 AK2413  HISTORY     - Date     Condition        Report By
 AK2413  HISTORY     - UNK      MONUMENTED       CGS
 AK2413  HISTORY     - 1961     GOOD             NGS
 AK2413
 AK2413                          STATION DESCRIPTION
 AK2413
 AK2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2413'AT CAPE CANAVERAL.
 AK2413'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER,
 AK2413'ABOUT 3.5 MILES SOUTHEAS OF THE CENTRAL CONTROL BUILDING AT
 AK2413'THE MINUTEMAN LAUNCH COMPLEX, AND 6 FEET EAST OF THE CENTER
 AK2413'OF SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2409 ***********************************************************************
 AK2409  DESIGNATION -  32 17 25
 AK2409  PID         -  AK2409
 AK2409  STATE/COUNTY-  FL/BREVARD
 AK2409  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2409
 AK2409                         *CURRENT SURVEY CONTROL
 AK2409  ___________________________________________________________________
 AK2409* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2409* NAVD 88     -         3.533  (meters)      11.59   (feet)  ADJUSTED  
 AK2409  ___________________________________________________________________
 AK2409  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2409  DYNAMIC HT  -           3.528 (meters)      11.57  (feet)  COMP
 AK2409  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2409
 AK2409  VERT ORDER  -  FIRST     CLASS II
 AK2409
 AK2409.The horizontal coordinates were scaled from a topographic map and have
 AK2409.an estimated accuracy of +/- 6 seconds.
 AK2409
 AK2409.The orthometric height was determined by differential leveling
 AK2409.and adjusted by the National Geodetic Survey in June 1991..
 AK2409
 AK2409.The geoid height was determined by GEOID03.
 AK2409
 AK2409.The dynamic height is computed by dividing the NAVD 88
 AK2409.geopotential number by the normal gravity value computed on the
 AK2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2409.degrees latitude (g = 980.6199 gals.).
 AK2409
 AK2409.The modeled gravity was interpolated from observed gravity values.
 AK2409
 AK2409;                    North         East    Units  Estimated Accuracy
 AK2409;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2409
 AK2409                          SUPERSEDED SURVEY CONTROL
 AK2409
 AK2409  NGVD 29 (??/??/92)    3.920  (m)           12.86   (f) ADJ UNCH    1 2
 AK2409
 AK2409.Superseded values are not recommended for survey control.
 AK2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2409.See file dsdata.txt to determine how the superseded data were derived.
 AK2409
 AK2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2409_MARKER: DB = BENCH MARK DISK
 AK2409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2409_SP_SET: LAUNCH COMPLEX
 AK2409_STAMPING: 32-17-25
 AK2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2409
 AK2409  HISTORY     - Date     Condition        Report By
 AK2409  HISTORY     - UNK      MONUMENTED       NGS
 AK2409  HISTORY     - 1961     GOOD             NGS
 AK2409
 AK2409                          STATION DESCRIPTION
 AK2409
 AK2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2409'AT CAPE CANAVERAL.
 AK2409'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2409'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2409'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET NORTH OF THE CENTER OF
 AK2409'SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2414 ***********************************************************************
 AK2414  DESIGNATION -  32 17 6
 AK2414  PID         -  AK2414
 AK2414  STATE/COUNTY-  FL/BREVARD
 AK2414  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2414
 AK2414                         *CURRENT SURVEY CONTROL
 AK2414  ___________________________________________________________________
 AK2414* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2414* NAVD 88     -         3.768  (meters)      12.36   (feet)  ADJUSTED  
 AK2414  ___________________________________________________________________
 AK2414  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2414  DYNAMIC HT  -           3.763 (meters)      12.35  (feet)  COMP
 AK2414  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2414
 AK2414  VERT ORDER  -  FIRST     CLASS II
 AK2414
 AK2414.The horizontal coordinates were scaled from a topographic map and have
 AK2414.an estimated accuracy of +/- 6 seconds.
 AK2414
 AK2414.The orthometric height was determined by differential leveling
 AK2414.and adjusted by the National Geodetic Survey in June 1991..
 AK2414
 AK2414.The geoid height was determined by GEOID03.
 AK2414
 AK2414.The dynamic height is computed by dividing the NAVD 88
 AK2414.geopotential number by the normal gravity value computed on the
 AK2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2414.degrees latitude (g = 980.6199 gals.).
 AK2414
 AK2414.The modeled gravity was interpolated from observed gravity values.
 AK2414
 AK2414;                    North         East    Units  Estimated Accuracy
 AK2414;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2414
 AK2414                          SUPERSEDED SURVEY CONTROL
 AK2414
 AK2414  NGVD 29 (??/??/92)    4.155  (m)           13.63   (f) ADJ UNCH    1 2
 AK2414
 AK2414.Superseded values are not recommended for survey control.
 AK2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2414.See file dsdata.txt to determine how the superseded data were derived.
 AK2414
 AK2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2414_MARKER: DB = BENCH MARK DISK
 AK2414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2414_SP_SET: LAUNCH COMPLEX
 AK2414_STAMPING: 32-17-6
 AK2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2414
 AK2414  HISTORY     - Date     Condition        Report By
 AK2414  HISTORY     - UNK      MONUMENTED       CGS
 AK2414  HISTORY     - 1961     GOOD             NGS
 AK2414
 AK2414                          STATION DESCRIPTION
 AK2414
 AK2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2414'AT CAPE CANAVERAL.
 AK2414'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2414'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2414'MINUTEMAN LAUNCH COMPLEX, AND 6 FEET NORTH OF THE CENTER OF
 AK2414'SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2407 ***********************************************************************
 AK2407  DESIGNATION -  32 197 25
 AK2407  PID         -  AK2407
 AK2407  STATE/COUNTY-  FL/BREVARD
 AK2407  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2407
 AK2407                         *CURRENT SURVEY CONTROL
 AK2407  ___________________________________________________________________
 AK2407* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2407* NAVD 88     -         3.534  (meters)      11.59   (feet)  ADJUSTED  
 AK2407  ___________________________________________________________________
 AK2407  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2407  DYNAMIC HT  -           3.529 (meters)      11.58  (feet)  COMP
 AK2407  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2407
 AK2407  VERT ORDER  -  FIRST     CLASS II
 AK2407
 AK2407.The horizontal coordinates were scaled from a topographic map and have
 AK2407.an estimated accuracy of +/- 6 seconds.
 AK2407
 AK2407.The orthometric height was determined by differential leveling
 AK2407.and adjusted by the National Geodetic Survey in June 1991..
 AK2407
 AK2407.The geoid height was determined by GEOID03.
 AK2407
 AK2407.The dynamic height is computed by dividing the NAVD 88
 AK2407.geopotential number by the normal gravity value computed on the
 AK2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2407.degrees latitude (g = 980.6199 gals.).
 AK2407
 AK2407.The modeled gravity was interpolated from observed gravity values.
 AK2407
 AK2407;                    North         East    Units  Estimated Accuracy
 AK2407;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2407
 AK2407                          SUPERSEDED SURVEY CONTROL
 AK2407
 AK2407  NGVD 29 (??/??/92)    3.921  (m)           12.86   (f) ADJ UNCH    1 2
 AK2407
 AK2407.Superseded values are not recommended for survey control.
 AK2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2407.See file dsdata.txt to determine how the superseded data were derived.
 AK2407
 AK2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2407_MARKER: DB = BENCH MARK DISK
 AK2407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2407_SP_SET: LAUNCH COMPLEX
 AK2407_STAMPING: 32-197-25
 AK2407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2407
 AK2407  HISTORY     - Date     Condition        Report By
 AK2407  HISTORY     - UNK      MONUMENTED       NGS
 AK2407  HISTORY     - 1961     GOOD             NGS
 AK2407
 AK2407                          STATION DESCRIPTION
 AK2407
 AK2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2407'AT CAPE CANAVERAL.
 AK2407'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2407'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2407'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET SOUTH OF THE CENTER OF
 AK2407'SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2412 ***********************************************************************
 AK2412  DESIGNATION -  32 197 6
 AK2412  PID         -  AK2412
 AK2412  STATE/COUNTY-  FL/BREVARD
 AK2412  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2412
 AK2412                         *CURRENT SURVEY CONTROL
 AK2412  ___________________________________________________________________
 AK2412* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2412* NAVD 88     -         3.768  (meters)      12.36   (feet)  ADJUSTED  
 AK2412  ___________________________________________________________________
 AK2412  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2412  DYNAMIC HT  -           3.763 (meters)      12.35  (feet)  COMP
 AK2412  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2412
 AK2412  VERT ORDER  -  FIRST     CLASS II
 AK2412
 AK2412.The horizontal coordinates were scaled from a topographic map and have
 AK2412.an estimated accuracy of +/- 6 seconds.
 AK2412
 AK2412.The orthometric height was determined by differential leveling
 AK2412.and adjusted by the National Geodetic Survey in June 1991..
 AK2412
 AK2412.The geoid height was determined by GEOID03.
 AK2412
 AK2412.The dynamic height is computed by dividing the NAVD 88
 AK2412.geopotential number by the normal gravity value computed on the
 AK2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2412.degrees latitude (g = 980.6199 gals.).
 AK2412
 AK2412.The modeled gravity was interpolated from observed gravity values.
 AK2412
 AK2412;                    North         East    Units  Estimated Accuracy
 AK2412;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2412
 AK2412                          SUPERSEDED SURVEY CONTROL
 AK2412
 AK2412  NGVD 29 (??/??/92)    4.155  (m)           13.63   (f) ADJ UNCH    1 2
 AK2412
 AK2412.Superseded values are not recommended for survey control.
 AK2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2412.See file dsdata.txt to determine how the superseded data were derived.
 AK2412
 AK2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2412_MARKER: DB = BENCH MARK DISK
 AK2412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2412_SP_SET: LAUNCH COMPLEX
 AK2412_STAMPING: 32-197-6
 AK2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2412
 AK2412  HISTORY     - Date     Condition        Report By
 AK2412  HISTORY     - UNK      MONUMENTED       CGS
 AK2412  HISTORY     - 1961     GOOD             NGS
 AK2412
 AK2412                          STATION DESCRIPTION
 AK2412
 AK2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2412'AT CAPE CANAVERAL.
 AK2412'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2412'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2412'MINUTEMAN LAUNCH COMPLEX, AND 6 FEET SOUTH OF THE CENTER OF
 AK2412'SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2406 ***********************************************************************
 AK2406  DESIGNATION -  32 287 25
 AK2406  PID         -  AK2406
 AK2406  STATE/COUNTY-  FL/BREVARD
 AK2406  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2406
 AK2406                         *CURRENT SURVEY CONTROL
 AK2406  ___________________________________________________________________
 AK2406* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2406* NAVD 88     -         3.531  (meters)      11.58   (feet)  ADJUSTED  
 AK2406  ___________________________________________________________________
 AK2406  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2406  DYNAMIC HT  -           3.526 (meters)      11.57  (feet)  COMP
 AK2406  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2406
 AK2406  VERT ORDER  -  FIRST     CLASS II
 AK2406
 AK2406.The horizontal coordinates were scaled from a topographic map and have
 AK2406.an estimated accuracy of +/- 6 seconds.
 AK2406
 AK2406.The orthometric height was determined by differential leveling
 AK2406.and adjusted by the National Geodetic Survey in June 1991..
 AK2406
 AK2406.The geoid height was determined by GEOID03.
 AK2406
 AK2406.The dynamic height is computed by dividing the NAVD 88
 AK2406.geopotential number by the normal gravity value computed on the
 AK2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2406.degrees latitude (g = 980.6199 gals.).
 AK2406
 AK2406.The modeled gravity was interpolated from observed gravity values.
 AK2406
 AK2406;                    North         East    Units  Estimated Accuracy
 AK2406;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2406
 AK2406                          SUPERSEDED SURVEY CONTROL
 AK2406
 AK2406  NGVD 29 (??/??/92)    3.918  (m)           12.85   (f) ADJ UNCH    1 2
 AK2406
 AK2406.Superseded values are not recommended for survey control.
 AK2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2406.See file dsdata.txt to determine how the superseded data were derived.
 AK2406
 AK2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2406_MARKER: DB = BENCH MARK DISK
 AK2406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2406_SP_SET: LAUNCH COMPLEX
 AK2406_STAMPING: 32-287-25
 AK2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2406
 AK2406  HISTORY     - Date     Condition        Report By
 AK2406  HISTORY     - UNK      MONUMENTED       NGS
 AK2406  HISTORY     - 1961     GOOD             NGS
 AK2406
 AK2406                          STATION DESCRIPTION
 AK2406
 AK2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2406'AT CAPE CANAVERAL.
 AK2406'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2406'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2406'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET WEST OF THE CENTER OF
 AK2406'SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2411 ***********************************************************************
 AK2411  DESIGNATION -  32 287 6
 AK2411  PID         -  AK2411
 AK2411  STATE/COUNTY-  FL/BREVARD
 AK2411  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2411
 AK2411                         *CURRENT SURVEY CONTROL
 AK2411  ___________________________________________________________________
 AK2411* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2411* NAVD 88     -         3.764  (meters)      12.35   (feet)  ADJUSTED  
 AK2411  ___________________________________________________________________
 AK2411  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2411  DYNAMIC HT  -           3.759 (meters)      12.33  (feet)  COMP
 AK2411  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2411
 AK2411  VERT ORDER  -  FIRST     CLASS II
 AK2411
 AK2411.The horizontal coordinates were scaled from a topographic map and have
 AK2411.an estimated accuracy of +/- 6 seconds.
 AK2411
 AK2411.The orthometric height was determined by differential leveling
 AK2411.and adjusted by the National Geodetic Survey in June 1991..
 AK2411
 AK2411.The geoid height was determined by GEOID03.
 AK2411
 AK2411.The dynamic height is computed by dividing the NAVD 88
 AK2411.geopotential number by the normal gravity value computed on the
 AK2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2411.degrees latitude (g = 980.6199 gals.).
 AK2411
 AK2411.The modeled gravity was interpolated from observed gravity values.
 AK2411
 AK2411;                    North         East    Units  Estimated Accuracy
 AK2411;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2411
 AK2411                          SUPERSEDED SURVEY CONTROL
 AK2411
 AK2411  NGVD 29 (??/??/92)    4.151  (m)           13.62   (f) ADJ UNCH    1 2
 AK2411
 AK2411.Superseded values are not recommended for survey control.
 AK2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2411.See file dsdata.txt to determine how the superseded data were derived.
 AK2411
 AK2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2411_MARKER: DB = BENCH MARK DISK
 AK2411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2411_SP_SET: LAUNCH COMPLEX
 AK2411_STAMPING: 32-287-6
 AK2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2411
 AK2411  HISTORY     - Date     Condition        Report By
 AK2411  HISTORY     - UNK      MONUMENTED       CGS
 AK2411  HISTORY     - 1961     GOOD             NGS
 AK2411
 AK2411                          STATION DESCRIPTION
 AK2411
 AK2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2411'AT CAPE CANAVERAL.
 AK2411'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2411'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2411'MINUTEMAN LAUNCH COMPLEX, AND 6 FEET WEST OF THE CENTER OF
 AK2411'SILO 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3484 ***********************************************************************
 AJ3484  DESIGNATION -  32 BRP
 AJ3484  PID         -  AJ3484
 AJ3484  STATE/COUNTY-  FL/PALM BEACH
 AJ3484  USGS QUAD   -  OKEELANTA (1970)
 AJ3484
 AJ3484                         *CURRENT SURVEY CONTROL
 AJ3484  ___________________________________________________________________
 AJ3484* NAD 83(1986)-  26 30 39.     (N)    080 40 24.     (W)     SCALED    
 AJ3484* NAVD 88     -         4.920  (meters)      16.14   (feet)  ADJUSTED  
 AJ3484  ___________________________________________________________________
 AJ3484  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AJ3484  DYNAMIC HT  -           4.912 (meters)      16.12  (feet)  COMP
 AJ3484  MODELED GRAV-     979,085.0   (mgal)                       NAVD 88
 AJ3484
 AJ3484  VERT ORDER  -  SECOND    CLASS I
 AJ3484
 AJ3484.The horizontal coordinates were scaled from a topographic map and have
 AJ3484.an estimated accuracy of +/- 6 seconds.
 AJ3484
 AJ3484.The orthometric height was determined by differential leveling
 AJ3484.and adjusted by the National Geodetic Survey in September 2001..
 AJ3484
 AJ3484.The geoid height was determined by GEOID03.
 AJ3484
 AJ3484.The dynamic height is computed by dividing the NAVD 88
 AJ3484.geopotential number by the normal gravity value computed on the
 AJ3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3484.degrees latitude (g = 980.6199 gals.).
 AJ3484
 AJ3484.The modeled gravity was interpolated from observed gravity values.
 AJ3484
 AJ3484;                    North         East    Units  Estimated Accuracy
 AJ3484;SPC FL E     -   241,250.      232,560.      MT  (+/- 180 meters Scaled)
 AJ3484
 AJ3484                          SUPERSEDED SURVEY CONTROL
 AJ3484
 AJ3484.No superseded survey control is available for this station.
 AJ3484
 AJ3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK325322(NAD 83)
 AJ3484_MARKER: DD = SURVEY DISK
 AJ3484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ3484_SP_SET: BRIDGE WINGWALL
 AJ3484_STAMPING: 32 BRP 1969
 AJ3484_MARK LOGO: USGS  
 AJ3484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3484+STABILITY: SURFACE MOTION
 AJ3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3484+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2000
 AJ3484
 AJ3484  HISTORY     - Date     Condition        Report By
 AJ3484  HISTORY     - 1969     MONUMENTED       USGS
 AJ3484  HISTORY     - 20000122 GOOD             FLDEP
 AJ3484
 AJ3484                          STATION DESCRIPTION
 AJ3484
 AJ3484'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3484'THE MARK IS ABOUT 27.6 MI (44.4 KM) SOUTHWEST OF SOUTH BAY ON LEVEE
 AJ3484'19, IN ESTIMATED SECTION 5, TOWNSHIP 45 SOUTH, RANGE 37 EAST. TO REACH
 AJ3484'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN
 AJ3484'SOUTH BAY, GO SOUTH OF U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE
 AJ3484'JUNCTION OF COUNTY ROAD 827, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR
 AJ3484'1.05 MI (1.69 KM) TO A CONCRETE BRIDGE OVER THE NORTH NEW RIVER CANAL,
 AJ3484'TURN LEFT CROSSING OVER THE BRIDGE TO THE EAST END AND THE JUNCTION OF
 AJ3484'LEVEE 19 ON THE RIGHT PARALELLING THE NORTH NEW RIVER CANAL, TURN
 AJ3484'RIGHT ON LEVEE 19 AND GO SOUTH FOR 6.5 MI (10.5 KM) TO THE MARK ON THE
 AJ3484'RIGHT SET IN THE TOP OF THE NORTHEAST WINGWALL OF THE CROSSOVER BRIDGE
 AJ3484'LEVEL WITH THE GROUND AND THE BRIDGE ROAD. LOCATED 150.0 FT (45.7 M)
 AJ3484'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 73.3 FT
 AJ3484'(22.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHBOUND
 AJ3484'LANES OF U.S. HIGHWAY 27, 12.5 FT (3.8 M) NORTHWEST OF THE APPROXIMATE
 AJ3484'CENTERLINE OF A CROSSOVER ROAD AND 0.6 FT (18.3 CM) NORTH OF A METAL
 AJ3484'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0889 ***********************************************************************
 AQ0889  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0889  DESIGNATION -  32 IWF
 AQ0889  PID         -  AQ0889
 AQ0889  STATE/COUNTY-  FL/FLAGLER
 AQ0889  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ0889
 AQ0889                         *CURRENT SURVEY CONTROL
 AQ0889  ___________________________________________________________________
 AQ0889* NAD 83(1986)-  29 28 39.     (N)    081 08 13.     (W)     SCALED    
 AQ0889* NAVD 88     -         5.263  (meters)      17.27   (feet)  ADJUSTED  
 AQ0889  ___________________________________________________________________
 AQ0889  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ0889  DYNAMIC HT  -           5.256 (meters)      17.24  (feet)  COMP
 AQ0889  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AQ0889
 AQ0889  VERT ORDER  -  FIRST     CLASS II
 AQ0889
 AQ0889.The horizontal coordinates were scaled from a topographic map and have
 AQ0889.an estimated accuracy of +/- 6 seconds.
 AQ0889
 AQ0889.The orthometric height was determined by differential leveling
 AQ0889.and adjusted by the National Geodetic Survey in June 1991..
 AQ0889
 AQ0889.This Tidal Bench Mark is designated as VM 10758
 AQ0889.by the Center for Operational Oceanographic Products and Services.
 AQ0889
 AQ0889.The geoid height was determined by GEOID03.
 AQ0889
 AQ0889.The dynamic height is computed by dividing the NAVD 88
 AQ0889.geopotential number by the normal gravity value computed on the
 AQ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0889.degrees latitude (g = 980.6199 gals.).
 AQ0889
 AQ0889.The modeled gravity was interpolated from observed gravity values.
 AQ0889
 AQ0889;                    North         East    Units  Estimated Accuracy
 AQ0889;SPC FL E     -   569,960.      186,720.      MT  (+/- 180 meters Scaled)
 AQ0889
 AQ0889                          SUPERSEDED SURVEY CONTROL
 AQ0889
 AQ0889  NGVD 29 (09/01/92)    5.583  (m)           18.32   (f) ADJUSTED    1 2
 AQ0889
 AQ0889.Superseded values are not recommended for survey control.
 AQ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0889.See file dsdata.txt to determine how the superseded data were derived.
 AQ0889
 AQ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN867608(NAD 83)
 AQ0889_MARKER: DD = SURVEY DISK
 AQ0889_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ0889_SP_SET: BRIDGE WALKWAY
 AQ0889_STAMPING: 32 IWF 1951
 AQ0889_MARK LOGO: USE   
 AQ0889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0889+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ0889
 AQ0889  HISTORY     - Date     Condition        Report By
 AQ0889  HISTORY     - 1951     MONUMENTED       DOD
 AQ0889  HISTORY     - 1970     GOOD             NGS
 AQ0889  HISTORY     - 1977     GOOD             NGS
 AQ0889  HISTORY     - 1978     GOOD             FLDNR
 AQ0889  HISTORY     - 1987     GOOD             USPSQD
 AQ0889  HISTORY     - 1987     GOOD             FLDNR
 AQ0889  HISTORY     - 1988     GOOD             USPSQD
 AQ0889  HISTORY     - 1990     GOOD             USPSQD
 AQ0889  HISTORY     - 19910323 GOOD             NGS
 AQ0889
 AQ0889                          STATION DESCRIPTION
 AQ0889
 AQ0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0889'0.6 MI W FROM FLAGLER BEACH.
 AQ0889'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 AQ0889'OF STATE HIGHWAY A 1 A AT FLAGLER BEACH, SET ON THE TOP AND
 AQ0889'NEAR THE WEST END OF THE SOUTH CONCRETE WALKWAY OF THE HIGHWAY
 AQ0889'BRIDGE OVER THE INTRACOASTAL WATERWAY, IN SECTION 12, R 13 E,
 AQ0889'T 12 S, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12.9
 AQ0889'FEET EAST OF THE WEST END OF THE WALKWAY AND 1 FOOT ABOVE THE
 AQ0889'LEVEL OF THE HIGHWAY.
 AQ0889
 AQ0889                          STATION RECOVERY (1977)
 AQ0889
 AQ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1978)
 AQ0889
 AQ0889'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1987)
 AQ0889
 AQ0889'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1987)
 AQ0889
 AQ0889'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ0889'RECOVERED AS DESCRIBED.
 AQ0889
 AQ0889                          STATION RECOVERY (1988)
 AQ0889
 AQ0889'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1990)
 AQ0889
 AQ0889'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1991)
 AQ0889
 AQ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0889'1.0 KM (0.6 MI) WESTERLY ALONG STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ0889'FROM THE JUNCTION OF STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN
 AQ0889'FLAGLER BEACH, NEAR THE EAST END OF THE SOUTH CONCRETE WALKWAY OF THE
 AQ0889'HIGHWAY BRIDGE SPANNING SMITH CREEK (ATLANTIC INTRACOASTAL WATERWAY),
 AQ0889'4.9 M (16.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) EAST
 AQ0889'OF THE WEST ABUTMENT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AQ0889'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0707 ***********************************************************************
 AQ0707  DESIGNATION -  32 JAS
 AQ0707  PID         -  AQ0707
 AQ0707  STATE/COUNTY-  FL/MARION
 AQ0707  USGS QUAD   -  HALFMOON LAKE (1993)
 AQ0707
 AQ0707                         *CURRENT SURVEY CONTROL
 AQ0707  ___________________________________________________________________
 AQ0707* NAD 83(1986)-  29 07 52.     (N)    081 45 21.     (W)     SCALED    
 AQ0707* NAVD 88     -        33.342  (meters)     109.39   (feet)  ADJUSTED  
 AQ0707  ___________________________________________________________________
 AQ0707  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AQ0707  DYNAMIC HT  -          33.294 (meters)     109.23  (feet)  COMP
 AQ0707  MODELED GRAV-     979,233.2   (mgal)                       NAVD 88
 AQ0707
 AQ0707  VERT ORDER  -  FIRST     CLASS II
 AQ0707
 AQ0707.The horizontal coordinates were scaled from a topographic map and have
 AQ0707.an estimated accuracy of +/- 6 seconds.
 AQ0707
 AQ0707.The orthometric height was determined by differential leveling
 AQ0707.and adjusted by the National Geodetic Survey in June 1991..
 AQ0707
 AQ0707.Photographs are available for this station.
 AQ0707
 AQ0707.The geoid height was determined by GEOID03.
 AQ0707
 AQ0707.The dynamic height is computed by dividing the NAVD 88
 AQ0707.geopotential number by the normal gravity value computed on the
 AQ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0707.degrees latitude (g = 980.6199 gals.).
 AQ0707
 AQ0707.The modeled gravity was interpolated from observed gravity values.
 AQ0707
 AQ0707;                    North         East    Units  Estimated Accuracy
 AQ0707;SPC FL W     -   531,590.      223,760.      MT  (+/- 180 meters Scaled)
 AQ0707
 AQ0707                          SUPERSEDED SURVEY CONTROL
 AQ0707
 AQ0707  NGVD 29 (??/??/92)   33.663  (m)          110.44   (f) ADJ UNCH    1 2
 AQ0707
 AQ0707.Superseded values are not recommended for survey control.
 AQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0707.See file dsdata.txt to determine how the superseded data were derived.
 AQ0707
 AQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN264227(NAD 83)
 AQ0707_MARKER: DD = SURVEY DISK
 AQ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0707_STAMPING: 32 JAS 1966 111
 AQ0707_MARK LOGO: USGS  
 AQ0707_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0707+STABILITY: SURFACE MOTION
 AQ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0707+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AQ0707
 AQ0707  HISTORY     - Date     Condition        Report By
 AQ0707  HISTORY     - 1966     MONUMENTED       USGS
 AQ0707  HISTORY     - 1968     GOOD             NGS
 AQ0707  HISTORY     - 1990     GOOD             USPSQD
 AQ0707  HISTORY     - 1990     GOOD             USPSQD
 AQ0707  HISTORY     - 20040415 GOOD             FLDEP
 AQ0707  HISTORY     - 20050409 GOOD             USPSQD
 AQ0707
 AQ0707                          STATION DESCRIPTION
 AQ0707
 AQ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0707'18.1 MI W FROM ASTOR.
 AQ0707'ABOUT 14.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END OF
 AQ0707'THE DRAWBRIDGE OVER ST. JOHNS RIVER AT ASTOR, THENCE ABOUT
 AQ0707'3.25 MILES SOUTH ALONG FOREST SERVICE ROAD 88, NEAR THE JUNCTION
 AQ0707'OF A SAND TRAIL LEADING WEST, ABOUT 0.8 MILE SOUTH OF THE
 AQ0707'JUNCTION OF FOREST SERVICE ROAD 99 LEADING EAST, 30 FEET WEST OF
 AQ0707'THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE CENTER LINE
 AQ0707'OF THE TRAIL, 18.4 FEET EAST-NORTHEAST OF A 2-BY-2-INCH WOODEN
 AQ0707'POST PROJECTING 5 FEET ABOVE THE GROUND WITH S 62 A CUT IN THE
 AQ0707'SIDE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AQ0707'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 AQ0707'ABOVE THE LEVEL OF THE GROUND.
 AQ0707
 AQ0707                          STATION RECOVERY (1990)
 AQ0707
 AQ0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0707'RECOVERED IN GOOD CONDITION.
 AQ0707
 AQ0707                          STATION RECOVERY (1990)
 AQ0707
 AQ0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (JS)
 AQ0707'RECOVERED IN GOOD CONDITION.
 AQ0707
 AQ0707                          STATION RECOVERY (2004)
 AQ0707
 AQ0707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0707'RECOVERED IN GOOD CONDITION.
 AQ0707' 
 AQ0707'NOTE FOREST SERVICE ROAD HAS BEEN RENUMBERED TO 588.
 AQ0707
 AQ0707                          STATION RECOVERY (2005)
 AQ0707
 AQ0707'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0177 ***********************************************************************
 BE0177  DESIGNATION -  32 JWM USGS
 BE0177  PID         -  BE0177
 BE0177  STATE/COUNTY-  FL/JACKSON
 BE0177  USGS QUAD   -  BASCOM (1994)
 BE0177
 BE0177                         *CURRENT SURVEY CONTROL
 BE0177  ___________________________________________________________________
 BE0177* NAD 83(1986)-  30 57 39.     (N)    085 07 05.     (W)     SCALED    
 BE0177* NAVD 88     -        42.555  (meters)     139.62   (feet)  ADJUSTED  
 BE0177  ___________________________________________________________________
 BE0177  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BE0177  DYNAMIC HT  -          42.500 (meters)     139.44  (feet)  COMP
 BE0177  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 BE0177
 BE0177  VERT ORDER  -  SECOND    CLASS 0
 BE0177
 BE0177.The horizontal coordinates were scaled from a topographic map and have
 BE0177.an estimated accuracy of +/- 6 seconds.
 BE0177
 BE0177.The orthometric height was determined by differential leveling
 BE0177.and adjusted by the National Geodetic Survey in June 1991..
 BE0177
 BE0177.The geoid height was determined by GEOID03.
 BE0177
 BE0177.The dynamic height is computed by dividing the NAVD 88
 BE0177.geopotential number by the normal gravity value computed on the
 BE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0177.degrees latitude (g = 980.6199 gals.).
 BE0177
 BE0177.The modeled gravity was interpolated from observed gravity values.
 BE0177
 BE0177;                    North         East    Units  Estimated Accuracy
 BE0177;SPC FL N     -   217,520.      540,950.      MT  (+/- 180 meters Scaled)
 BE0177
 BE0177                          SUPERSEDED SURVEY CONTROL
 BE0177
 BE0177  NGVD 29 (??/??/92)   42.678  (m)          140.02   (f) ADJ UNCH    2 0
 BE0177
 BE0177.Superseded values are not recommended for survey control.
 BE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0177.See file dsdata.txt to determine how the superseded data were derived.
 BE0177
 BE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV797267(NAD 83)
 BE0177_MARKER: DD = SURVEY DISK
 BE0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0177_STAMPING: 32JWM 1951 140
 BE0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0177+STABILITY: SURFACE MOTION
 BE0177
 BE0177  HISTORY     - Date     Condition        Report By
 BE0177  HISTORY     - 1951     MONUMENTED       USGS
 BE0177  HISTORY     - 1960     GOOD             NGS
 BE0177  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0177
 BE0177                          STATION DESCRIPTION
 BE0177
 BE0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0177'2.3 MI N FROM BASCOM.
 BE0177'2.3 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT
 BE0177'BASCOM, AT THE SOUTH END OF A CURVE IN THE HIGHWAY, AT A JUNCTION
 BE0177'WITH A GRADED DIRT ROAD LEADING NORTH, 38 FT. WEST NORTHWEST
 BE0177'OF THE CENTER LINE OF THE HIGHWAY, 29 FT. WEST OF THE CENTER
 BE0177'LINE OF THE GRADED DIRT ROAD 8 FT. SOUTH OF A 24 INCH OAK TREE,
 BE0177'44 FT. EAST OF A FENCE, 1.5 FT. SOUTH OF A STEEL WITNESS POST,
 BE0177'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE
 BE0177'THE GROUND.
 BE0177
 BE0177                          STATION RECOVERY (2001)
 BE0177
 BE0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0187 ***********************************************************************
 AG0187  DESIGNATION -  320 FLHD
 AG0187  PID         -  AG0187
 AG0187  STATE/COUNTY-  FL/PINELLAS
 AG0187  USGS QUAD   -  ST PETERSBURG (1987)
 AG0187
 AG0187                         *CURRENT SURVEY CONTROL
 AG0187  ___________________________________________________________________
 AG0187* NAD 83(1986)-  27 47 31.     (N)    082 43 41.     (W)     SCALED    
 AG0187* NAVD 88     -         3.779  (meters)      12.40   (feet)  ADJUSTED  
 AG0187  ___________________________________________________________________
 AG0187  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0187  DYNAMIC HT  -           3.773 (meters)      12.38  (feet)  COMP
 AG0187  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AG0187
 AG0187  VERT ORDER  -  SECOND    CLASS II
 AG0187
 AG0187.The horizontal coordinates were scaled from a topographic map and have
 AG0187.an estimated accuracy of +/- 6 seconds.
 AG0187
 AG0187.The orthometric height was determined by differential leveling
 AG0187.and adjusted by the National Geodetic Survey in June 1991..
 AG0187
 AG0187.The geoid height was determined by GEOID03.
 AG0187
 AG0187.The dynamic height is computed by dividing the NAVD 88
 AG0187.geopotential number by the normal gravity value computed on the
 AG0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0187.degrees latitude (g = 980.6199 gals.).
 AG0187
 AG0187.The modeled gravity was interpolated from observed gravity values.
 AG0187
 AG0187;                    North         East    Units  Estimated Accuracy
 AG0187;SPC FL W     -   383,370.      128,250.      MT  (+/- 180 meters Scaled)
 AG0187
 AG0187                          SUPERSEDED SURVEY CONTROL
 AG0187
 AG0187  NGVD 29 (??/??/92)    4.047  (m)           13.28   (f) ADJ UNCH    2 2
 AG0187
 AG0187.Superseded values are not recommended for survey control.
 AG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0187.See file dsdata.txt to determine how the superseded data were derived.
 AG0187
 AG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297753(NAD 83)
 AG0187_MARKER: DD = SURVEY DISK
 AG0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0187_SP_SET: CULVERT
 AG0187_STAMPING: 320
 AG0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0187
 AG0187  HISTORY     - Date     Condition        Report By
 AG0187  HISTORY     - UNK      MONUMENTED       FLHD
 AG0187  HISTORY     - 1976     GOOD             NGS
 AG0187
 AG0187                          STATION DESCRIPTION
 AG0187
 AG0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0187'IN ST PETERSBURG.
 AG0187'THE STATION IS AT THE INTERSECTION OF U.S. ALT. HWY. 19A (SR-693, 66
 AG0187'ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  IN THE N.E.
 AG0187'CORNER, 78.0 FT. WEST OF THE CENTERLINE OF 66TH ST. N., 96.0 FT. N.E.
 AG0187'OF THE CENTERLINE OF S.R. 595.  SET IN THE TOP OF A CONCRETE HEAD
 AG0187'WALL.  SECTION 8, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4045 ***********************************************************************
 AK4045  DESIGNATION -  320 T
 AK4045  PID         -  AK4045
 AK4045  STATE/COUNTY-  FL/BREVARD
 AK4045  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4045
 AK4045                         *CURRENT SURVEY CONTROL
 AK4045  ___________________________________________________________________
 AK4045* NAD 83(1986)-  28 02 56.     (N)    080 32 55.     (W)     SCALED    
 AK4045* NAVD 88     -         4.737  (meters)      15.54   (feet)  ADJUSTED  
 AK4045  ___________________________________________________________________
 AK4045  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK4045  DYNAMIC HT  -           4.730 (meters)      15.52  (feet)  COMP
 AK4045  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AK4045
 AK4045  VERT ORDER  -  SECOND    CLASS 0
 AK4045
 AK4045.The horizontal coordinates were scaled from a topographic map and have
 AK4045.an estimated accuracy of +/- 6 seconds.
 AK4045
 AK4045.The orthometric height was determined by differential leveling
 AK4045.and adjusted by the National Geodetic Survey in June 1991..
 AK4045
 AK4045.The geoid height was determined by GEOID03.
 AK4045
 AK4045.The dynamic height is computed by dividing the NAVD 88
 AK4045.geopotential number by the normal gravity value computed on the
 AK4045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4045.degrees latitude (g = 980.6199 gals.).
 AK4045
 AK4045.The modeled gravity was interpolated from observed gravity values.
 AK4045
 AK4045;                    North         East    Units  Estimated Accuracy
 AK4045;SPC FL E     -   411,710.      244,380.      MT  (+/- 180 meters Scaled)
 AK4045
 AK4045                          SUPERSEDED SURVEY CONTROL
 AK4045
 AK4045  NGVD 29 (??/??/92)    5.173  (m)           16.97   (f) ADJ UNCH    2 0
 AK4045
 AK4045.Superseded values are not recommended for survey control.
 AK4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4045.See file dsdata.txt to determine how the superseded data were derived.
 AK4045
 AK4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM443027(NAD 83)
 AK4045_MARKER: Z = SEE DESCRIPTION
 AK4045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK4045_SP_SET: CONCRETE PAD
 AK4045_STAMPING: 320 T
 AK4045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK4045
 AK4045  HISTORY     - Date     Condition        Report By
 AK4045  HISTORY     - UNK      MONUMENTED       CGS
 AK4045  HISTORY     - 1970     GOOD             NGS
 AK4045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK4045  HISTORY     - 20020804 MARK NOT FOUND   USPSQD
 AK4045
 AK4045                          STATION DESCRIPTION
 AK4045
 AK4045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK4045'1.6 MI S FROM MELBOURNE BEACH.
 AK4045'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE POST
 AK4045'OFFICE AT MELBOURNE BEACH, AT THE MELBOURNE BEACH TRACKING
 AK4045'STATION, SET IN THE TOP OF A SMALL CONCRETE PAD, 45.6 FEET EAST
 AK4045'OF THE NORTHEAST CORNER OF THEODOLITE BUILDING 1.80, 32.6 FEET
 AK4045'WEST OF A FENCE LINE, 50 FEET SOUTH OF DOLITE 2 DESCRIBED AND
 AK4045'ABOUT LEVEL WITH THE HIGHWAY.  SEC 17, T28S, R38E.
 AK4045
 AK4045                          STATION RECOVERY (1987)
 AK4045
 AK4045'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK4045'MARK NOT FOUND.
 AK4045
 AK4045                          STATION RECOVERY (2002)
 AK4045
 AK4045'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMP)
 AK4045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2797 ***********************************************************************
 AD2797  DESIGNATION -  3205 FCE USE
 AD2797  PID         -  AD2797
 AD2797  STATE/COUNTY-  FL/PALM BEACH
 AD2797  USGS QUAD   -  PALM BEACH (1983)
 AD2797
 AD2797                         *CURRENT SURVEY CONTROL
 AD2797  ___________________________________________________________________
 AD2797* NAD 83(1986)-  26 38 41.     (N)    080 02 40.     (W)     SCALED    
 AD2797* NAVD 88     -         1.071  (meters)       3.51   (feet)  ADJUSTED  
 AD2797  ___________________________________________________________________
 AD2797  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AD2797  DYNAMIC HT  -           1.070 (meters)       3.51  (feet)  COMP
 AD2797  MODELED GRAV-     979,113.4   (mgal)                       NAVD 88
 AD2797
 AD2797  VERT ORDER  -  FIRST     CLASS I
 AD2797
 AD2797.The horizontal coordinates were scaled from a topographic map and have
 AD2797.an estimated accuracy of +/- 6 seconds.
 AD2797
 AD2797.The orthometric height was determined by differential leveling
 AD2797.and adjusted by the National Geodetic Survey in June 1991..
 AD2797.WARNING-Repeat measurements at this control monument indicate possible
 AD2797.vertical movement.
 AD2797
 AD2797.The geoid height was determined by GEOID03.
 AD2797
 AD2797.The dynamic height is computed by dividing the NAVD 88
 AD2797.geopotential number by the normal gravity value computed on the
 AD2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2797.degrees latitude (g = 980.6199 gals.).
 AD2797
 AD2797.The modeled gravity was interpolated from observed gravity values.
 AD2797
 AD2797;                    North         East    Units  Estimated Accuracy
 AD2797;SPC FL E     -   256,400.      295,140.      MT  (+/- 180 meters Scaled)
 AD2797
 AD2797                          SUPERSEDED SURVEY CONTROL
 AD2797
 AD2797  NGVD 29 (09/01/92)    1.537  (m)            5.04   (f) ADJUSTED    1 1
 AD2797
 AD2797.Superseded values are not recommended for survey control.
 AD2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2797.See file dsdata.txt to determine how the superseded data were derived.
 AD2797
 AD2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK951474(NAD 83)
 AD2797_MARKER: DD = SURVEY DISK
 AD2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2797_STAMPING: 3205 FCE 1969
 AD2797_MARK LOGO: USE   
 AD2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2797+STABILITY: SURFACE MOTION
 AD2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2797+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AD2797
 AD2797  HISTORY     - Date     Condition        Report By
 AD2797  HISTORY     - 1969     MONUMENTED       DOD
 AD2797  HISTORY     - 1970     GOOD             NGS
 AD2797  HISTORY     - 1973     GOOD             NGS
 AD2797  HISTORY     - 1980     GOOD             FLDNR
 AD2797  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 19940619 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20010104 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20020125 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20030317 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20040412 GOOD             USPSQD
 AD2797  HISTORY     - 20050415 GOOD             USPSQD
 AD2797  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2797  HISTORY     - 20060429 GOOD             USPSQD
 AD2797
 AD2797                          STATION DESCRIPTION
 AD2797
 AD2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2797'AT WEST PALM BEACH.
 AD2797'AT WEST PALM BEACH, ALONG THE WEST BANK OF THE INTRACOASTAL
 AD2797'WATERWAY, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM THE
 AD2797'INTERSECTION OF U.S. HIGHWAY 1, NEAR THE NORTHWEST JUNCTION OF THE
 AD2797'INTRACOASTAL WATERWAY AND THE WEST PALM BEACH CANAL LEADING
 AD2797'WESTERLY, 135.8 FEET SOUTH OF TIDAL BM 1 DESCRIBED, 9 1/2 FEET
 AD2797'NORTH OF THE STEEL PIPE FOR THE FLOATWELL FOR TIDE GAUGE, 2.5
 AD2797'FEET WEST OF THE EAST FACE OF THE BULKHEAD AND SET IN THE TOP
 AD2797'OF A CONCRETE POST WHICH IS PARTLY CONNECTED TO THE BULKHEAD.
 AD2797
 AD2797                          STATION RECOVERY (1973)
 AD2797
 AD2797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (1980)
 AD2797
 AD2797'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (1990)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (1994)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (1995)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (2001)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2797'SEAWALL AND POOL AREA COVERED BY PATIO BRICKS.  MAY BE UNDER BRICKS.
 AD2797' 
 AD2797
 AD2797                          STATION RECOVERY (2002)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (2003)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (2004)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2797'LOCATED ON THE PROPERTY OF 8020 FLAGLER CT. IT IS LOCATED AT THE
 AD2797'45 DEGREE BEND IN THE SEAWALL.
 AD2797
 AD2797                          STATION RECOVERY (2005)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (2005)
 AD2797
 AD2797'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2797'MARK NOT FOUND
 AD2797' 
 AD2797' 
 AD2797
 AD2797                          STATION RECOVERY (2006)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0178 ***********************************************************************
 AG0178  DESIGNATION -  321 FLHD
 AG0178  PID         -  AG0178
 AG0178  STATE/COUNTY-  FL/PINELLAS
 AG0178  USGS QUAD   -  ST PETERSBURG (1987)
 AG0178
 AG0178                         *CURRENT SURVEY CONTROL
 AG0178  ___________________________________________________________________
 AG0178* NAD 83(1986)-  27 48 19.     (N)    082 43 41.     (W)     SCALED    
 AG0178* NAVD 88     -         3.823  (meters)      12.54   (feet)  ADJUSTED  
 AG0178  ___________________________________________________________________
 AG0178  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG0178  DYNAMIC HT  -           3.817 (meters)      12.52  (feet)  COMP
 AG0178  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AG0178
 AG0178  VERT ORDER  -  SECOND    CLASS II
 AG0178
 AG0178.The horizontal coordinates were scaled from a topographic map and have
 AG0178.an estimated accuracy of +/- 6 seconds.
 AG0178
 AG0178.The orthometric height was determined by differential leveling
 AG0178.and adjusted by the National Geodetic Survey in June 1991..
 AG0178
 AG0178.The geoid height was determined by GEOID03.
 AG0178
 AG0178.The dynamic height is computed by dividing the NAVD 88
 AG0178.geopotential number by the normal gravity value computed on the
 AG0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0178.degrees latitude (g = 980.6199 gals.).
 AG0178
 AG0178.The modeled gravity was interpolated from observed gravity values.
 AG0178
 AG0178;                    North         East    Units  Estimated Accuracy
 AG0178;SPC FL W     -   384,840.      128,260.      MT  (+/- 180 meters Scaled)
 AG0178
 AG0178                          SUPERSEDED SURVEY CONTROL
 AG0178
 AG0178  NGVD 29 (??/??/92)    4.089  (m)           13.42   (f) ADJ UNCH    2 2
 AG0178
 AG0178.Superseded values are not recommended for survey control.
 AG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0178.See file dsdata.txt to determine how the superseded data were derived.
 AG0178
 AG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297768(NAD 83)
 AG0178_MARKER: DD = SURVEY DISK
 AG0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0178_SP_SET: CULVERT
 AG0178_STAMPING: 321
 AG0178
 AG0178  HISTORY     - Date     Condition        Report By
 AG0178  HISTORY     - UNK      MONUMENTED
 AG0178  HISTORY     - 1976     GOOD             NGS
 AG0178  HISTORY     - 1977     GOOD             FL-103
 AG0178  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG0178
 AG0178                          STATION DESCRIPTION
 AG0178
 AG0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0178'IN ST PETERSBURG.
 AG0178'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0178'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0178'NORTHERLY ON U.S. ALT. HWY. 19A FOR 0.90 MILE, STATION ON RIGHT 59.7
 AG0178'FT. EAST OF THE CENTERLINE OF 66TH ST., 44.7 FT. S.S.E. OF A POWER
 AG0178'LIGHT POLE (NUMBER X-1034).  SET IN THE TOP OF A CONCRETE HEAD WALL.
 AG0178'SECTION 8, T 31, R 16.
 AG0178
 AG0178                          STATION RECOVERY (1977)
 AG0178
 AG0178'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0178'RECOVERED IN GOOD CONDITION.
 AG0178
 AG0178                          STATION RECOVERY (1998)
 AG0178
 AG0178'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0179 ***********************************************************************
 AG0179  DESIGNATION -  322 FLHD
 AG0179  PID         -  AG0179
 AG0179  STATE/COUNTY-  FL/PINELLAS
 AG0179  USGS QUAD   -  ST PETERSBURG (1987)
 AG0179
 AG0179                         *CURRENT SURVEY CONTROL
 AG0179  ___________________________________________________________________
 AG0179* NAD 83(1986)-  27 48 31.     (N)    082 43 41.     (W)     SCALED    
 AG0179* NAVD 88     -         3.713  (meters)      12.18   (feet)  ADJUSTED  
 AG0179  ___________________________________________________________________
 AG0179  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG0179  DYNAMIC HT  -           3.707 (meters)      12.16  (feet)  COMP
 AG0179  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AG0179
 AG0179  VERT ORDER  -  SECOND    CLASS II
 AG0179
 AG0179.The horizontal coordinates were scaled from a topographic map and have
 AG0179.an estimated accuracy of +/- 6 seconds.
 AG0179
 AG0179.The orthometric height was determined by differential leveling
 AG0179.and adjusted by the National Geodetic Survey in June 1991..
 AG0179
 AG0179.The geoid height was determined by GEOID03.
 AG0179
 AG0179.The dynamic height is computed by dividing the NAVD 88
 AG0179.geopotential number by the normal gravity value computed on the
 AG0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0179.degrees latitude (g = 980.6199 gals.).
 AG0179
 AG0179.The modeled gravity was interpolated from observed gravity values.
 AG0179
 AG0179;                    North         East    Units  Estimated Accuracy
 AG0179;SPC FL W     -   385,210.      128,260.      MT  (+/- 180 meters Scaled)
 AG0179
 AG0179                          SUPERSEDED SURVEY CONTROL
 AG0179
 AG0179  NGVD 29 (??/??/92)    3.979  (m)           13.05   (f) ADJ UNCH    2 2
 AG0179
 AG0179.Superseded values are not recommended for survey control.
 AG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0179.See file dsdata.txt to determine how the superseded data were derived.
 AG0179
 AG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297771(NAD 83)
 AG0179_MARKER: DD = SURVEY DISK
 AG0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0179_SP_SET: CULVERT
 AG0179_STAMPING: 322
 AG0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0179
 AG0179  HISTORY     - Date     Condition        Report By
 AG0179  HISTORY     - UNK      MONUMENTED       FLHD
 AG0179  HISTORY     - 1976     GOOD             NGS
 AG0179  HISTORY     - 19980422 GOOD             USPSQD
 AG0179
 AG0179                          STATION DESCRIPTION
 AG0179
 AG0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0179'IN KENNETH CITY.
 AG0179'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0179'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0179'NORTHERLY ON U.S. ALT. HWY. 19A FOR 1.25 MILES TO 42 AVE. N.  STATION
 AG0179'ON RIGHT, IN THE N.E. CORNER, 62.0 FT. EAST OF THE CENTERLINE OF 66
 AG0179'ST., 75.0 FT. NORTH OF THE CENTERLINE OF 42 AVE. N.  SET IN THE TOP OF
 AG0179'A CONCRETE HEAD WALL.  SECTION 5, T 31, R 16.
 AG0179
 AG0179                          STATION RECOVERY (1998)
 AG0179
 AG0179'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0486 ***********************************************************************
 BC0486  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0486  DESIGNATION -  3229
 BC0486  PID         -  BC0486
 BC0486  STATE/COUNTY-  FL/DUVAL
 BC0486  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC0486
 BC0486                         *CURRENT SURVEY CONTROL
 BC0486  ___________________________________________________________________
 BC0486* NAD 83(1986)-  30 19 28.     (N)    081 25 10.     (W)     SCALED    
 BC0486* NAVD 88     -         9.470  (meters)      31.07   (feet)  ADJUSTED  
 BC0486  ___________________________________________________________________
 BC0486  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC0486  DYNAMIC HT  -           9.457 (meters)      31.03  (feet)  COMP
 BC0486  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 BC0486
 BC0486  VERT ORDER  -  SECOND    CLASS I
 BC0486
 BC0486.The horizontal coordinates were scaled from a topographic map and have
 BC0486.an estimated accuracy of +/- 6 seconds.
 BC0486
 BC0486.The orthometric height was determined by differential leveling
 BC0486.and adjusted by the National Geodetic Survey in June 1991..
 BC0486
 BC0486.This Tidal Bench Mark is designated as VM 5151
 BC0486.by the Center for Operational Oceanographic Products and Services.
 BC0486
 BC0486.The geoid height was determined by GEOID03.
 BC0486
 BC0486.The dynamic height is computed by dividing the NAVD 88
 BC0486.geopotential number by the normal gravity value computed on the
 BC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0486.degrees latitude (g = 980.6199 gals.).
 BC0486
 BC0486.The modeled gravity was interpolated from observed gravity values.
 BC0486
 BC0486;                    North         East    Units  Estimated Accuracy
 BC0486;SPC FL E     -   663,910.      159,660.      MT  (+/- 180 meters Scaled)
 BC0486
 BC0486                          SUPERSEDED SURVEY CONTROL
 BC0486
 BC0486  NGVD 29 (09/01/92)    9.801  (m)           32.16   (f) ADJUSTED    2 0
 BC0486
 BC0486.Superseded values are not recommended for survey control.
 BC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0486.See file dsdata.txt to determine how the superseded data were derived.
 BC0486
 BC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP596548(NAD 83)
 BC0486_MARKER: DD = SURVEY DISK
 BC0486_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC0486_SP_SET: BRIDGE WALKWAY
 BC0486_STAMPING: 3229
 BC0486_MARK LOGO: FLDT  
 BC0486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0486+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BC0486
 BC0486  HISTORY     - Date     Condition        Report By
 BC0486  HISTORY     - UNK      MONUMENTED       FLHD
 BC0486  HISTORY     - 1970     GOOD             NGS
 BC0486  HISTORY     - 1974     GOOD             NGS
 BC0486  HISTORY     - 1977     GOOD             FLDNR
 BC0486  HISTORY     - 1977     GOOD             FLDNR
 BC0486  HISTORY     - 1987     GOOD             FLDNR
 BC0486  HISTORY     - 19920625 GOOD             FLDNR
 BC0486  HISTORY     - 20030408 MARK NOT FOUND   FLDEP
 BC0486
 BC0486                          STATION DESCRIPTION
 BC0486
 BC0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0486'1.4 MI W FROM ATLANTIC BEACH.
 BC0486'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY A 1 A AND 10 FROM
 BC0486'THE JUNCTION OF STATE HIGHWAY A 1 A LEADING SOUTH AT ATLANTIC
 BC0486'BEACH, AT THE STATE HIGHWAY 10 OVERPASS OVER MAYPORT ROAD (STATE
 BC0486'HIGHWAY A 1 A LEADING NORTH), SET ON THE TOP OF THE WEST END
 BC0486'OF THE NORTH CONCRETE WALKWAY FOR THE STATE HIGHWAY 10 OVERPASS,
 BC0486'38 FEET WEST OF THE EXTENDED CENTER LINE OF MAYPORT ROAD (STATE
 BC0486'HIGHWAY A 1 A), 15 FEET NORTH OF THE CENTER LINE OF THE
 BC0486'WESTBOUND LANE OF STATE HIGHWAY 10 AND 0.8 FOOT ABOVE THE LEVEL
 BC0486'OF THE BRIDGE FLOOR.
 BC0486
 BC0486                          STATION RECOVERY (1974)
 BC0486
 BC0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0486'RECOVERED IN GOOD CONDITION.
 BC0486
 BC0486                          STATION RECOVERY (1977)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0486'RECOVERED IN GOOD CONDITION.
 BC0486
 BC0486                          STATION RECOVERY (1977)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0486'RECOVERED IN GOOD CONDITION.
 BC0486
 BC0486                          STATION RECOVERY (1987)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0486'RECOVERED AS DESCRIBED.
 BC0486
 BC0486                          STATION RECOVERY (1992)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC0486'THE MARK IS IN ATLANTIC BEACH IN THE STATE HIGHWAY 10 AND STATE ROAD
 BC0486'A1A (MAYPORT ROAD) OVERPASS IN SECTION 28, T 2 S, R 29 E. TO REACH THE
 BC0486'MARK FROM THE JUNCTION OF STATE HIGHWAY 10 AND STATE ROAD A1A SOUTH IN
 BC0486'ATLANTIC BEACH, GO WEST ON STATE HIGHWAY 10 AND STATE ROAD A1A FOR 1.3
 BC0486'MI (2.1 KM) TO THE JUNCTION OF A1A NORTH (MAYPORT ROAD) AND THE MARK
 BC0486'ON THE RIGHT, SET IN THE TOP OF THE WEST END OF THE NORTH WALKWAY FOR
 BC0486'THE BRIDGE OVERPASS. LOCATED 15.0 FT (4.6 M) NORTH OF THE CENTERLINE
 BC0486'OF THE WESTBOUND LANES OF STATE HIGHWAY 10 AND 0.8 FT (24.4 CM) ABOVE
 BC0486'THE LEVEL OF STATE HIGHWAY 10. NOTE, NOT LEVELED THIS DATE.
 BC0486
 BC0486                          STATION RECOVERY (2003)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC0486'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 BC0486' 
 BC0486'THE OVERPASS APPEARS TO HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0180 ***********************************************************************
 AG0180  DESIGNATION -  323 FLHD
 AG0180  PID         -  AG0180
 AG0180  STATE/COUNTY-  FL/PINELLAS
 AG0180  USGS QUAD   -  ST PETERSBURG (1987)
 AG0180
 AG0180                         *CURRENT SURVEY CONTROL
 AG0180  ___________________________________________________________________
 AG0180* NAD 83(1986)-  27 49 25.     (N)    082 43 41.     (W)     SCALED    
 AG0180* NAVD 88     -         3.523  (meters)      11.56   (feet)  ADJUSTED  
 AG0180  ___________________________________________________________________
 AG0180  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG0180  DYNAMIC HT  -           3.518 (meters)      11.54  (feet)  COMP
 AG0180  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AG0180
 AG0180  VERT ORDER  -  SECOND    CLASS II
 AG0180
 AG0180.The horizontal coordinates were scaled from a topographic map and have
 AG0180.an estimated accuracy of +/- 6 seconds.
 AG0180
 AG0180.The orthometric height was determined by differential leveling
 AG0180.and adjusted by the National Geodetic Survey in June 1991..
 AG0180
 AG0180.The geoid height was determined by GEOID03.
 AG0180
 AG0180.The dynamic height is computed by dividing the NAVD 88
 AG0180.geopotential number by the normal gravity value computed on the
 AG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0180.degrees latitude (g = 980.6199 gals.).
 AG0180
 AG0180.The modeled gravity was interpolated from observed gravity values.
 AG0180
 AG0180;                    North         East    Units  Estimated Accuracy
 AG0180;SPC FL W     -   386,880.      128,270.      MT  (+/- 180 meters Scaled)
 AG0180
 AG0180                          SUPERSEDED SURVEY CONTROL
 AG0180
 AG0180  NGVD 29 (??/??/92)    3.788  (m)           12.43   (f) ADJ UNCH    2 2
 AG0180
 AG0180.Superseded values are not recommended for survey control.
 AG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0180.See file dsdata.txt to determine how the superseded data were derived.
 AG0180
 AG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298788(NAD 83)
 AG0180_MARKER: DD = SURVEY DISK
 AG0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0180_SP_SET: CULVERT
 AG0180_STAMPING: 323
 AG0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0180
 AG0180  HISTORY     - Date     Condition        Report By
 AG0180  HISTORY     - UNK      MONUMENTED       FLHD
 AG0180  HISTORY     - 1976     GOOD             NGS
 AG0180
 AG0180                          STATION DESCRIPTION
 AG0180
 AG0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0180'0.25 MI S FROM PINELLAS PARK.
 AG0180'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0180'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0180'NORTHERLY ON U.S. ALT. HWY. 19A FOR 2.25 MILES TO 58 AVE. N.  STATION
 AG0180'ON RIGHT, IN THE S.E. CORNER, 113.0 FT. EAST OF THE CENTERLINE OF 66
 AG0180'ST., 25.3 FT. SOUTH OF THE CENTERLINE OF 58TH AVE. N.  SET IN THE TOP
 AG0180'OF A CONCRETE HEAD WALL.  SECTION 32, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0181 ***********************************************************************
 AG0181  DESIGNATION -  324 FLHD
 AG0181  PID         -  AG0181
 AG0181  STATE/COUNTY-  FL/PINELLAS
 AG0181  USGS QUAD   -  ST PETERSBURG (1987)
 AG0181
 AG0181                         *CURRENT SURVEY CONTROL
 AG0181  ___________________________________________________________________
 AG0181* NAD 83(1986)-  27 49 43.     (N)    082 43 41.     (W)     SCALED    
 AG0181* NAVD 88     -         3.889  (meters)      12.76   (feet)  ADJUSTED  
 AG0181  ___________________________________________________________________
 AG0181  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG0181  DYNAMIC HT  -           3.884 (meters)      12.74  (feet)  COMP
 AG0181  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 AG0181
 AG0181  VERT ORDER  -  SECOND    CLASS II
 AG0181
 AG0181.The horizontal coordinates were scaled from a topographic map and have
 AG0181.an estimated accuracy of +/- 6 seconds.
 AG0181
 AG0181.The orthometric height was determined by differential leveling
 AG0181.and adjusted by the National Geodetic Survey in June 1991..
 AG0181
 AG0181.The geoid height was determined by GEOID03.
 AG0181
 AG0181.The dynamic height is computed by dividing the NAVD 88
 AG0181.geopotential number by the normal gravity value computed on the
 AG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0181.degrees latitude (g = 980.6199 gals.).
 AG0181
 AG0181.The modeled gravity was interpolated from observed gravity values.
 AG0181
 AG0181;                    North         East    Units  Estimated Accuracy
 AG0181;SPC FL W     -   387,430.      128,280.      MT  (+/- 180 meters Scaled)
 AG0181
 AG0181                          SUPERSEDED SURVEY CONTROL
 AG0181
 AG0181  NGVD 29 (??/??/92)    4.154  (m)           13.63   (f) ADJ UNCH    2 2
 AG0181
 AG0181.Superseded values are not recommended for survey control.
 AG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0181.See file dsdata.txt to determine how the superseded data were derived.
 AG0181
 AG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298794(NAD 83)
 AG0181_MARKER: DD = SURVEY DISK
 AG0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0181_SP_SET: CULVERT
 AG0181_STAMPING: 324
 AG0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0181+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AG0181
 AG0181  HISTORY     - Date     Condition        Report By
 AG0181  HISTORY     - UNK      MONUMENTED       FLHD
 AG0181  HISTORY     - 1976     GOOD             NGS
 AG0181  HISTORY     - 20050829 GOOD             POLASS
 AG0181
 AG0181                          STATION DESCRIPTION
 AG0181
 AG0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0181'0.1 MI S FROM PINELLAS PARK.
 AG0181'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0181'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0181'NORTHERLY ON U.S. ALT. HWY. 19A FOR 2.45 MILES.  STATION ON RIGHT,
 AG0181'60.0 FT. EAST OF THE CENTERLINE OF 66 ST., 243.0 FT. SOUTH OF THE
 AG0181'CENTERLINE OF 62 AVE. N.  SET IN THE TOP OF A CONCRETE HEAD WALL.
 AG0181'SECTION 32, T 30, R 16.
 AG0181
 AG0181                          STATION RECOVERY (2005)
 AG0181
 AG0181'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AG0181'UNDISTURBED AND STABLE. STEEP SLOPE, NOT SUITED FOR TRIPOD SETUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0182 ***********************************************************************
 AG0182  DESIGNATION -  325 FLHD
 AG0182  PID         -  AG0182
 AG0182  STATE/COUNTY-  FL/PINELLAS
 AG0182  USGS QUAD   -  ST PETERSBURG (1987)
 AG0182
 AG0182                         *CURRENT SURVEY CONTROL
 AG0182  ___________________________________________________________________
 AG0182* NAD 83(1986)-  27 50 25.     (N)    082 43 41.     (W)     SCALED    
 AG0182* NAVD 88     -         3.878  (meters)      12.72   (feet)  ADJUSTED  
 AG0182  ___________________________________________________________________
 AG0182  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG0182  DYNAMIC HT  -           3.873 (meters)      12.71  (feet)  COMP
 AG0182  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG0182
 AG0182  VERT ORDER  -  SECOND    CLASS II
 AG0182
 AG0182.The horizontal coordinates were scaled from a topographic map and have
 AG0182.an estimated accuracy of +/- 6 seconds.
 AG0182
 AG0182.The orthometric height was determined by differential leveling
 AG0182.and adjusted by the National Geodetic Survey in June 1991..
 AG0182
 AG0182.The geoid height was determined by GEOID03.
 AG0182
 AG0182.The dynamic height is computed by dividing the NAVD 88
 AG0182.geopotential number by the normal gravity value computed on the
 AG0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0182.degrees latitude (g = 980.6199 gals.).
 AG0182
 AG0182.The modeled gravity was interpolated from observed gravity values.
 AG0182
 AG0182;                    North         East    Units  Estimated Accuracy
 AG0182;SPC FL W     -   388,720.      128,290.      MT  (+/- 180 meters Scaled)
 AG0182
 AG0182                          SUPERSEDED SURVEY CONTROL
 AG0182
 AG0182  NGVD 29 (??/??/92)    4.143  (m)           13.59   (f) ADJ UNCH    2 2
 AG0182
 AG0182.Superseded values are not recommended for survey control.
 AG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0182.See file dsdata.txt to determine how the superseded data were derived.
 AG0182
 AG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298807(NAD 83)
 AG0182_MARKER: DD = SURVEY DISK
 AG0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0182_SP_SET: CULVERT
 AG0182_STAMPING: 325
 AG0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0182
 AG0182  HISTORY     - Date     Condition        Report By
 AG0182  HISTORY     - UNK      MONUMENTED       FLHD
 AG0182  HISTORY     - 1976     GOOD             NGS
 AG0182  HISTORY     - 1989     GOOD             USPSQD
 AG0182  HISTORY     - 19981103 GOOD             USPSQD
 AG0182
 AG0182                          STATION DESCRIPTION
 AG0182
 AG0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0182'IN PINELLAS PARK.
 AG0182'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0182'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0182'HWY. 19A FOR 0.10 MILE.  STATION ON RIGHT, 54.0 FT. EAST OF THE
 AG0182'CENTERLINE OF 66TH ST., 211.0 FT. NORTH OF THE CENTERLINE OF 76TH AVE.
 AG0182'SET IN TOP OF THE HEAD WALL.  SECTION 29, T 30, R 16.
 AG0182
 AG0182                          STATION RECOVERY (1989)
 AG0182
 AG0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0182'RECOVERED IN GOOD CONDITION.
 AG0182
 AG0182                          STATION RECOVERY (1998)
 AG0182
 AG0182'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4289 ***********************************************************************
 DG4289  DESIGNATION -  32.50
 DG4289  PID         -  DG4289
 DG4289  STATE/COUNTY-  FL/OKEECHOBEE
 DG4289  USGS QUAD   -  TAYLOR CREEK SE (1972)
 DG4289
 DG4289                         *CURRENT SURVEY CONTROL
 DG4289  ___________________________________________________________________
 DG4289* NAD 83(1986)-  27 17 44.     (N)    080 49 38.     (W)     SCALED    
 DG4289* NAVD 88     -         9.535  (meters)      31.28   (feet)  ADJUSTED  
 DG4289  ___________________________________________________________________
 DG4289  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG4289  DYNAMIC HT  -           9.520 (meters)      31.23  (feet)  COMP
 DG4289  MODELED GRAV-     979,106.6   (mgal)                       NAVD 88
 DG4289
 DG4289  VERT ORDER  -  FIRST     CLASS II
 DG4289
 DG4289.The horizontal coordinates were scaled from a topographic map and have
 DG4289.an estimated accuracy of +/- 6 seconds.
 DG4289
 DG4289.The orthometric height was determined by differential leveling
 DG4289.and adjusted by the National Geodetic Survey in May 2004..
 DG4289
 DG4289.The geoid height was determined by GEOID03.
 DG4289
 DG4289.The dynamic height is computed by dividing the NAVD 88
 DG4289.geopotential number by the normal gravity value computed on the
 DG4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4289.degrees latitude (g = 980.6199 gals.).
 DG4289
 DG4289.The modeled gravity was interpolated from observed gravity values.
 DG4289
 DG4289;                    North         East    Units  Estimated Accuracy
 DG4289;SPC FL E     -   328,160.      217,100.      MT  (+/- 180 meters Scaled)
 DG4289
 DG4289                          SUPERSEDED SURVEY CONTROL
 DG4289
 DG4289.No superseded survey control is available for this station.
 DG4289
 DG4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL170191(NAD 83)
 DG4289_MARKER: DD = SURVEY DISK
 DG4289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG4289_SP_SET: BRIDGE WINGWALL
 DG4289_STAMPING: 32.50
 DG4289_MARK LOGO: FLSRD 
 DG4289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4289+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 DG4289
 DG4289  HISTORY     - Date     Condition        Report By
 DG4289  HISTORY     - UNK      MONUMENTED       FLSRD
 DG4289  HISTORY     - 20020601 GOOD             FLDEP
 DG4289
 DG4289                          STATION DESCRIPTION
 DG4289
 DG4289'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4289'THE MARK IS ABOUT 3.5 MI NORTH OF OKEECHOBEE, IN SECTION 34, TOWNSHIP
 DG4289'36 SOUTH, RANGE 35
 DG4289'EAST.
 DG4289' 
 DG4289'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 (U.S. HIGHWAY
 DG4289'98, PARK STREET)
 DG4289'AND U.S. HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE, GO NORTH ON U.S.
 DG4289'HIGHWAY 441
 DG4289'(PARROTT STREET) FOR 3.55 MI TO THE SOUTH END OF THE BRIDGE SPANNING
 DG4289'TAYLOR CREEK AND
 DG4289'THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST BRIDGE
 DG4289'WINGWALL ABOUT 1.7
 DG4289'FT ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 FT ABOVE THE LEVEL OF
 DG4289'U.S. HIGHWAY 441.
 DG4289' 
 DG4289'LOCATED 18.4 FT EAST OF THE CENTERLINE OF U.S. HIGHWAY 441 AND 0.5 FT
 DG4289'WEST OF THE EAST END
 DG4289'OF THE WINGWALL.
 DG4289'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4290 ***********************************************************************
 DG4290  DESIGNATION -  32.57
 DG4290  PID         -  DG4290
 DG4290  STATE/COUNTY-  FL/OKEECHOBEE
 DG4290  USGS QUAD   -  TAYLOR CREEK SE (1972)
 DG4290
 DG4290                         *CURRENT SURVEY CONTROL
 DG4290  ___________________________________________________________________
 DG4290* NAD 83(1986)-  27 17 47.     (N)    080 49 40.     (W)     SCALED    
 DG4290* NAVD 88     -         9.547  (meters)      31.32   (feet)  ADJUSTED  
 DG4290  ___________________________________________________________________
 DG4290  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG4290  DYNAMIC HT  -           9.532 (meters)      31.27  (feet)  COMP
 DG4290  MODELED GRAV-     979,106.9   (mgal)                       NAVD 88
 DG4290
 DG4290  VERT ORDER  -  FIRST     CLASS II
 DG4290
 DG4290.The horizontal coordinates were scaled from a topographic map and have
 DG4290.an estimated accuracy of +/- 6 seconds.
 DG4290
 DG4290.The orthometric height was determined by differential leveling
 DG4290.and adjusted by the National Geodetic Survey in May 2004..
 DG4290
 DG4290.The geoid height was determined by GEOID03.
 DG4290
 DG4290.The dynamic height is computed by dividing the NAVD 88
 DG4290.geopotential number by the normal gravity value computed on the
 DG4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4290.degrees latitude (g = 980.6199 gals.).
 DG4290
 DG4290.The modeled gravity was interpolated from observed gravity values.
 DG4290
 DG4290;                    North         East    Units  Estimated Accuracy
 DG4290;SPC FL E     -   328,260.      217,050.      MT  (+/- 180 meters Scaled)
 DG4290
 DG4290                          SUPERSEDED SURVEY CONTROL
 DG4290
 DG4290.No superseded survey control is available for this station.
 DG4290
 DG4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL170192(NAD 83)
 DG4290_MARKER: DD = SURVEY DISK
 DG4290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG4290_SP_SET: BRIDGE WINGWALL
 DG4290_STAMPING: 32.57
 DG4290_MARK LOGO: FLSRD 
 DG4290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4290+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 DG4290
 DG4290  HISTORY     - Date     Condition        Report By
 DG4290  HISTORY     - UNK      MONUMENTED       FLSRD
 DG4290  HISTORY     - 20020601 GOOD             FLDEP
 DG4290
 DG4290                          STATION DESCRIPTION
 DG4290
 DG4290'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4290'THE MARK IS ABOUT 3.5 MI NORTH OF OKEECHOBEE, IN SECTION 34, TOWNSHIP
 DG4290'36 SOUTH, RANGE 35
 DG4290'EAST.
 DG4290' 
 DG4290'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 (U.S. HIGHWAY
 DG4290'98, PARK STREET)
 DG4290'AND U.S. HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE, GO NORTH ON U.S.
 DG4290'HIGHWAY 441
 DG4290'(PARROTT STREET) FOR 3.6 MI TO THE NORTH END OF THE BRIDGE SPANNING
 DG4290'TAYLOR CREEK AND
 DG4290'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHWEST BRIDGE
 DG4290'WINGWALL ABOUT 1.0
 DG4290'FT ABOVE THE LEVEL OF U.S. HIGHWAY 441.
 DG4290' 
 DG4290'LOCATED 18.4 FT WEST OF THE CENTERLINE OF U.S. HIGHWAY 441 AND 0.5 FT
 DG4290'EAST OF THE WEST
 DG4290'END OF THE WINGWALL.
 DG4290'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0183 ***********************************************************************
 AG0183  DESIGNATION -  326 FLHD
 AG0183  PID         -  AG0183
 AG0183  STATE/COUNTY-  FL/PINELLAS
 AG0183  USGS QUAD   -  ST PETERSBURG (1987)
 AG0183
 AG0183                         *CURRENT SURVEY CONTROL
 AG0183  ___________________________________________________________________
 AG0183* NAD 83(1986)-  27 50 55.     (N)    082 43 41.     (W)     SCALED    
 AG0183* NAVD 88     -         3.041  (meters)       9.98   (feet)  ADJUSTED  
 AG0183  ___________________________________________________________________
 AG0183  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG0183  DYNAMIC HT  -           3.037 (meters)       9.96  (feet)  COMP
 AG0183  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG0183
 AG0183  VERT ORDER  -  SECOND    CLASS II
 AG0183
 AG0183.The horizontal coordinates were scaled from a topographic map and have
 AG0183.an estimated accuracy of +/- 6 seconds.
 AG0183
 AG0183.The orthometric height was determined by differential leveling
 AG0183.and adjusted by the National Geodetic Survey in June 1991..
 AG0183
 AG0183.The geoid height was determined by GEOID03.
 AG0183
 AG0183.The dynamic height is computed by dividing the NAVD 88
 AG0183.geopotential number by the normal gravity value computed on the
 AG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0183.degrees latitude (g = 980.6199 gals.).
 AG0183
 AG0183.The modeled gravity was interpolated from observed gravity values.
 AG0183
 AG0183;                    North         East    Units  Estimated Accuracy
 AG0183;SPC FL W     -   389,650.      128,290.      MT  (+/- 180 meters Scaled)
 AG0183
 AG0183                          SUPERSEDED SURVEY CONTROL
 AG0183
 AG0183  NGVD 29 (??/??/92)    3.305  (m)           10.84   (f) ADJ UNCH    2 2
 AG0183
 AG0183.Superseded values are not recommended for survey control.
 AG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0183.See file dsdata.txt to determine how the superseded data were derived.
 AG0183
 AG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298816(NAD 83)
 AG0183_MARKER: DD = SURVEY DISK
 AG0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0183_SP_SET: CULVERT
 AG0183_STAMPING: 326
 AG0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0183
 AG0183  HISTORY     - Date     Condition        Report By
 AG0183  HISTORY     - UNK      MONUMENTED       FLHD
 AG0183  HISTORY     - 1976     GOOD             NGS
 AG0183  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0183  HISTORY     - 19991129 MARK NOT FOUND   USPSQD
 AG0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0183
 AG0183                          STATION DESCRIPTION
 AG0183
 AG0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0183'IN PINELLAS PARK.
 AG0183'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0183'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0183'HWY. 19A FOR 0.60 MILE TO 84TH AVE.  STATION ON RIGHT, IN THE N.E.
 AG0183'CORNER, 50.0 FT. EAST OF THE CENTERLINE OF 66TH ST., 40.0 FT. NORTH OF
 AG0183'THE CENTERLINE OF 84TH AVE.  SET IN THE TOP OF A CONCRETE HEAD WALL.
 AG0183'SECTION 29, T 30, R 16.
 AG0183
 AG0183                          STATION RECOVERY (1989)
 AG0183
 AG0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0183'MARK NOT FOUND.
 AG0183
 AG0183                          STATION RECOVERY (1999)
 AG0183
 AG0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0183'MARK NOT FOUND.
 AG0183
 AG0183                          STATION RECOVERY (2001)
 AG0183
 AG0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0184 ***********************************************************************
 AG0184  DESIGNATION -  327 FLHD
 AG0184  PID         -  AG0184
 AG0184  STATE/COUNTY-  FL/PINELLAS
 AG0184  USGS QUAD   -  ST PETERSBURG (1987)
 AG0184
 AG0184                         *CURRENT SURVEY CONTROL
 AG0184  ___________________________________________________________________
 AG0184* NAD 83(1986)-  27 51 13.     (N)    082 43 41.     (W)     SCALED    
 AG0184* NAVD 88     -         4.445  (meters)      14.58   (feet)  ADJUSTED  
 AG0184  ___________________________________________________________________
 AG0184  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0184  DYNAMIC HT  -           4.438 (meters)      14.56  (feet)  COMP
 AG0184  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AG0184
 AG0184  VERT ORDER  -  SECOND    CLASS II
 AG0184
 AG0184.The horizontal coordinates were scaled from a topographic map and have
 AG0184.an estimated accuracy of +/- 6 seconds.
 AG0184
 AG0184.The orthometric height was determined by differential leveling
 AG0184.and adjusted by the National Geodetic Survey in June 1991..
 AG0184
 AG0184.The geoid height was determined by GEOID03.
 AG0184
 AG0184.The dynamic height is computed by dividing the NAVD 88
 AG0184.geopotential number by the normal gravity value computed on the
 AG0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0184.degrees latitude (g = 980.6199 gals.).
 AG0184
 AG0184.The modeled gravity was interpolated from observed gravity values.
 AG0184
 AG0184;                    North         East    Units  Estimated Accuracy
 AG0184;SPC FL W     -   390,200.      128,290.      MT  (+/- 180 meters Scaled)
 AG0184
 AG0184                          SUPERSEDED SURVEY CONTROL
 AG0184
 AG0184  NGVD 29 (??/??/92)    4.709  (m)           15.45   (f) ADJ UNCH    2 2
 AG0184
 AG0184.Superseded values are not recommended for survey control.
 AG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0184.See file dsdata.txt to determine how the superseded data were derived.
 AG0184
 AG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298821(NAD 83)
 AG0184_MARKER: DD = SURVEY DISK
 AG0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0184_SP_SET: CULVERT
 AG0184_STAMPING: 327
 AG0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0184
 AG0184  HISTORY     - Date     Condition        Report By
 AG0184  HISTORY     - UNK      MONUMENTED       FLHD
 AG0184  HISTORY     - 1976     GOOD             NGS
 AG0184  HISTORY     - 19991129 GOOD             USPSQD
 AG0184  HISTORY     - 20010331 GOOD             NGS
 AG0184
 AG0184                          STATION DESCRIPTION
 AG0184
 AG0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0184'IN PINELLAS PARK.
 AG0184'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0184'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0184'HWY. 19A FOR 0.95 MILE.  STATION ON THE RIGHT, 56.6 FT. EAST OF THE
 AG0184'CENTERLINE OF 66TH ST., 206.0 FT. SOUTH OF THE CENTERLINE OF 90TH AVE.
 AG0184'SET IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 20, T 30, R 16.
 AG0184
 AG0184                          STATION RECOVERY (1999)
 AG0184
 AG0184'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0184'RECOVERED IN GOOD CONDITION.
 AG0184
 AG0184                          STATION RECOVERY (2001)
 AG0184
 AG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0185 ***********************************************************************
 AG0185  DESIGNATION -  328 FLHD
 AG0185  PID         -  AG0185
 AG0185  STATE/COUNTY-  FL/PINELLAS
 AG0185  USGS QUAD   -  ST PETERSBURG (1987)
 AG0185
 AG0185                         *CURRENT SURVEY CONTROL
 AG0185  ___________________________________________________________________
 AG0185* NAD 83(1986)-  27 52 19.     (N)    082 43 41.     (W)     SCALED    
 AG0185* NAVD 88     -         2.369  (meters)       7.77   (feet)  ADJUSTED  
 AG0185  ___________________________________________________________________
 AG0185  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AG0185  DYNAMIC HT  -           2.366 (meters)       7.76  (feet)  COMP
 AG0185  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AG0185
 AG0185  VERT ORDER  -  SECOND    CLASS II
 AG0185
 AG0185.The horizontal coordinates were scaled from a topographic map and have
 AG0185.an estimated accuracy of +/- 6 seconds.
 AG0185
 AG0185.The orthometric height was determined by differential leveling
 AG0185.and adjusted by the National Geodetic Survey in June 1991..
 AG0185
 AG0185.The geoid height was determined by GEOID03.
 AG0185
 AG0185.The dynamic height is computed by dividing the NAVD 88
 AG0185.geopotential number by the normal gravity value computed on the
 AG0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0185.degrees latitude (g = 980.6199 gals.).
 AG0185
 AG0185.The modeled gravity was interpolated from observed gravity values.
 AG0185
 AG0185;                    North         East    Units  Estimated Accuracy
 AG0185;SPC FL W     -   392,230.      128,310.      MT  (+/- 180 meters Scaled)
 AG0185
 AG0185                          SUPERSEDED SURVEY CONTROL
 AG0185
 AG0185  NGVD 29 (??/??/92)    2.633  (m)            8.64   (f) ADJ UNCH    2 2
 AG0185
 AG0185.Superseded values are not recommended for survey control.
 AG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0185.See file dsdata.txt to determine how the superseded data were derived.
 AG0185
 AG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298842(NAD 83)
 AG0185_MARKER: DD = SURVEY DISK
 AG0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0185_SP_SET: CULVERT
 AG0185_STAMPING: 328
 AG0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0185
 AG0185  HISTORY     - Date     Condition        Report By
 AG0185  HISTORY     - UNK      MONUMENTED       FLHD
 AG0185  HISTORY     - 1976     GOOD             NGS
 AG0185  HISTORY     - 19991129 MARK NOT FOUND   USPSQD
 AG0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0185
 AG0185                          STATION DESCRIPTION
 AG0185
 AG0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0185'0.5 MI N FROM PINELLAS PARK.
 AG0185'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0185'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0185'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD.  STATION ON RIGHT ON THE
 AG0185'EAST SIDE OF INTERSECTION, 55.6 FT. EAST OF THE CENTERLINE OF 66TH
 AG0185'ST., 29.7 FT. SOUTH OF THE EXTENDED CENTERLINE OF BRYAN DAIRY ROAD.
 AG0185'SET IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 17, T 30, R 16.
 AG0185
 AG0185                          STATION RECOVERY (1999)
 AG0185
 AG0185'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0185'MARK NOT FOUND.
 AG0185
 AG0185                          STATION RECOVERY (2001)
 AG0185
 AG0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7679 ***********************************************************************
 AG7679  DESIGNATION -  32.80 M CO
 AG7679  PID         -  AG7679
 AG7679  STATE/COUNTY-  FL/MANATEE
 AG7679  USGS QUAD   -  PARRISH (1987)
 AG7679
 AG7679                         *CURRENT SURVEY CONTROL
 AG7679  ___________________________________________________________________
 AG7679* NAD 83(1986)-  27 32 34.     (N)    082 25 34.     (W)     SCALED    
 AG7679* NAVD 88     -         9.709  (meters)      31.85   (feet)  ADJUSTED  
 AG7679  ___________________________________________________________________
 AG7679  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG7679  DYNAMIC HT  -           9.694 (meters)      31.80  (feet)  COMP
 AG7679  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 AG7679
 AG7679  VERT ORDER  -  SECOND    CLASS I
 AG7679
 AG7679.The horizontal coordinates were scaled from a topographic map and have
 AG7679.an estimated accuracy of +/- 6 seconds.
 AG7679
 AG7679.The orthometric height was determined by differential leveling
 AG7679.and adjusted by the National Geodetic Survey in June 1991..
 AG7679
 AG7679.The geoid height was determined by GEOID03.
 AG7679
 AG7679.The dynamic height is computed by dividing the NAVD 88
 AG7679.geopotential number by the normal gravity value computed on the
 AG7679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7679.degrees latitude (g = 980.6199 gals.).
 AG7679
 AG7679.The modeled gravity was interpolated from observed gravity values.
 AG7679
 AG7679;                    North         East    Units  Estimated Accuracy
 AG7679;SPC FL W     -   355,620.      157,910.      MT  (+/- 180 meters Scaled)
 AG7679
 AG7679                          SUPERSEDED SURVEY CONTROL
 AG7679
 AG7679.No superseded survey control is available for this station.
 AG7679
 AG7679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL591473(NAD 83)
 AG7679_MARKER: DB = BENCH MARK DISK
 AG7679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7679_SP_SET: CONCRETE POST
 AG7679_STAMPING: ELEV. 32.80
 AG7679_MARK LOGO: FL-081
 AG7679_PROJECTION: FLUSH
 AG7679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7679+STABILITY: SURFACE MOTION
 AG7679
 AG7679  HISTORY     - Date     Condition        Report By
 AG7679  HISTORY     - UNK      MONUMENTED       FL-081
 AG7679  HISTORY     - 1983     GOOD             FLDNR
 AG7679
 AG7679                          STATION DESCRIPTION
 AG7679
 AG7679'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7679'2.25 MI SOUTH FROM PARRISH.
 AG7679'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7679'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7679'1.05 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK IS ALONG A
 AG7679'BARBED WIRE FENCE ON THE EAST SIDE OF THE ROAD, ABOUT 2000 FEET SOUTH
 AG7679'OF THE JUNCTION OF OLD TAMPA ROAD, 54 FEET SOUTH OF A CROSSOVER PIPE
 AG7679'UNDER THE ROAD, AND 8 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0186 ***********************************************************************
 AG0186  DESIGNATION -  329 FLHD
 AG0186  PID         -  AG0186
 AG0186  STATE/COUNTY-  FL/PINELLAS
 AG0186  USGS QUAD   -  SEMINOLE (1995)
 AG0186
 AG0186                         *CURRENT SURVEY CONTROL
 AG0186  ___________________________________________________________________
 AG0186* NAD 83(1986)-  27 52 19.     (N)    082 44 59.     (W)     SCALED    
 AG0186* NAVD 88     -         4.914  (meters)      16.12   (feet)  ADJUSTED  
 AG0186  ___________________________________________________________________
 AG0186  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG0186  DYNAMIC HT  -           4.906 (meters)      16.10  (feet)  COMP
 AG0186  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AG0186
 AG0186  VERT ORDER  -  SECOND    CLASS II
 AG0186
 AG0186.The horizontal coordinates were scaled from a topographic map and have
 AG0186.an estimated accuracy of +/- 6 seconds.
 AG0186
 AG0186.The orthometric height was determined by differential leveling
 AG0186.and adjusted by the National Geodetic Survey in June 1991..
 AG0186
 AG0186.The geoid height was determined by GEOID03.
 AG0186
 AG0186.The dynamic height is computed by dividing the NAVD 88
 AG0186.geopotential number by the normal gravity value computed on the
 AG0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0186.degrees latitude (g = 980.6199 gals.).
 AG0186
 AG0186.The modeled gravity was interpolated from observed gravity values.
 AG0186
 AG0186;                    North         East    Units  Estimated Accuracy
 AG0186;SPC FL W     -   392,250.      126,170.      MT  (+/- 180 meters Scaled)
 AG0186
 AG0186                          SUPERSEDED SURVEY CONTROL
 AG0186
 AG0186  NGVD 29 (??/??/92)    5.178  (m)           16.99   (f) ADJ UNCH    2 2
 AG0186
 AG0186.Superseded values are not recommended for survey control.
 AG0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0186.See file dsdata.txt to determine how the superseded data were derived.
 AG0186
 AG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL277842(NAD 83)
 AG0186_MARKER: DD = SURVEY DISK
 AG0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0186_SP_SET: CULVERT
 AG0186_STAMPING: 329
 AG0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0186
 AG0186  HISTORY     - Date     Condition        Report By
 AG0186  HISTORY     - UNK      MONUMENTED       FLHD
 AG0186  HISTORY     - 1976     GOOD             NGS
 AG0186  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 AG0186  HISTORY     - 20000104 MARK NOT FOUND   USPSQD
 AG0186
 AG0186                          STATION DESCRIPTION
 AG0186
 AG0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0186'1.5 MI S FROM LARGO.
 AG0186'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0186'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0186'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD. (110TH AVE.).  TURN LEFT ON
 AG0186'BRYAN DAIRY RD. AND RUN WESTERLY FOR 1.30 MILE.  STATION ON THE LEFT,
 AG0186'34.0 FT. SOUTH OF THE CENTERLINE OF BRYAN DAIRY RD., 68.5 FT. N.E. OF
 AG0186'THE CENTERLINE OF RAILROAD TRACK.  SET IN THE TOP OF A CONCRETE HEAD
 AG0186'WALL.  SECTION 13, T 30, R 15.
 AG0186
 AG0186                          STATION RECOVERY (1997)
 AG0186
 AG0186'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0186'MARK NOT FOUND.
 AG0186
 AG0186                          STATION RECOVERY (2000)
 AG0186
 AG0186'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH3771 ***********************************************************************
 AH3771  DESIGNATION -  33 97 GPS 11
 AH3771  PID         -  AH3771
 AH3771  STATE/COUNTY-  FL/LAFAYETTE
 AH3771  USGS QUAD   -  MAYO (1993)
 AH3771
 AH3771                         *CURRENT SURVEY CONTROL
 AH3771  ___________________________________________________________________
 AH3771* NAD 83(1999)-  30 05 06.76112(N)    083 10 23.26653(W)     ADJUSTED  
 AH3771* NAVD 88     -        16.8    (meters)      55.     (feet)  GPS OBS   
 AH3771  ___________________________________________________________________
 AH3771  X           -     656,578.551 (meters)                     COMP
 AH3771  Y           -  -5,484,355.473 (meters)                     COMP
 AH3771  Z           -   3,178,545.068 (meters)                     COMP
 AH3771  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AH3771  ELLIP HEIGHT-         -11.15  (meters)          (05/31/01) GPS OBS
 AH3771  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AH3771
 AH3771  HORZ ORDER  -  FIRST
 AH3771  ELLP ORDER  -  FOURTH    CLASS I
 AH3771
 AH3771.The horizontal coordinates were established by GPS observations
 AH3771.and adjusted by the National Geodetic Survey in May 2001..
 AH3771
 AH3771.The orthometric height was determined by GPS observations and a
 AH3771.high-resolution geoid model.
 AH3771
 AH3771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3771
 AH3771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3771
 AH3771.The ellipsoidal height was determined by GPS observations
 AH3771.and is referenced to NAD 83.
 AH3771
 AH3771.The geoid height was determined by GEOID03.
 AH3771
 AH3771;                    North         East     Units Scale Factor Converg.
 AH3771;SPC FL N     -   121,036.971   727,905.920   MT  0.99994945   +0 40 00.4
 AH3771;SPC FL N     -   397,102.13  2,388,138.01   sFT  0.99994945   +0 40 00.4
 AH3771;UTM  17      - 3,330,219.162   290,560.811   MT  1.00014121   -1 05 23.1
 AH3771
 AH3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3771!SPC FL N     -   1.00000175  x   0.99994945  =   0.99995120
 AH3771!UTM  17      -   1.00000175  x   1.00014121  =   1.00014296
 AH3771
 AH3771:                Primary Azimuth Mark                     Grid Az
 AH3771:SPC FL N     -  33 97 GPS 12                             005 03 44.9
 AH3771:UTM  17      -  33 97 GPS 12                             006 49 08.4
 AH3771
 AH3771|---------------------------------------------------------------------|
 AH3771| PID    Reference Object                     Distance      Geod. Az  |
 AH3771|                                                           dddmmss.s |
 AH3771| AH3772 33 97 GPS 12                        APPROX. 1.1 KM 0054345.3 |
 AH3771|---------------------------------------------------------------------|
 AH3771
 AH3771                          SUPERSEDED SURVEY CONTROL
 AH3771
 AH3771  NAD 83(1990)-  30 05 06.76011(N)    083 10 23.26625(W) AD(       ) 1
 AH3771  ELLIP H (10/02/98)  -11.11   (m)                       GP(       ) 3 1
 AH3771
 AH3771.Superseded values are not recommended for survey control.
 AH3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3771.See file dsdata.txt to determine how the superseded data were derived.
 AH3771
 AH3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP9056130219(NAD 83)
 AH3771_MARKER: DD = SURVEY DISK
 AH3771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3771_STAMPING: 33 97 GPS 11
 AH3771_MARK LOGO: FLDT  
 AH3771_PROJECTION: FLUSH
 AH3771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3771+STABILITY: SURFACE MOTION
 AH3771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3771+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH3771
 AH3771  HISTORY     - Date     Condition        Report By
 AH3771  HISTORY     - 1997     MONUMENTED       FLDT
 AH3771
 AH3771                          STATION DESCRIPTION
 AH3771
 AH3771'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997
 AH3771'THE STATION IS APPROXIMATELY 1.8 MI (2.9 KM) NORTH OF MAYO, 2.7 MI
 AH3771'(4.3 KM) SOUTH OF LURAVILLE AND 7.6 MI (12.2 KM) SOUTHEAST OF
 AH3771'BUCKVILLE.--  FROM THE INTERSECTION OF STATE ROAD 51 AND LAFAYETTE
 AH3771'COUNTY ROAD 534, PROCEED SOUTH ON STATE ROAD 51 FOR 0.05 MI (0.08 KM)
 AH3771'TO THE STATION ON THE RIGHT, A STANDARD BRASS FLORIDA DEPARTMENT OF
 AH3771'TRANSPORTATION (FDOT) DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AH3771'CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.  THE
 AH3771'STATION IS 41 FT (12.5 M) WEST OF THE CENTERLINE OF STATE ROAD 51 AND
 AH3771'11 FT (3.4 M) EAST OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL
 AH3771'AND DISC (LB 4514) , SET IN A POWER POLE, BEARING NORTH AT 99.81 FT
 AH3771'(30.42 M) ,--  NAIL AND DISC (LB 4514) , SET IN THE EDGE OF PAVEMENT
 AH3771'OF STATE ROAD 51, SOUTH 80 DEGREES EAST AT 31.83 FT (9.70 M) ,--  NAIL
 AH3771'AND DISC (LB 4514) , SET IN A POWER POLE, SOUTH 8 DEGREES WEST AT
 AH3771'131.98 FT (40.23 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH3772 ***********************************************************************
 AH3772  DESIGNATION -  33 97 GPS 12
 AH3772  PID         -  AH3772
 AH3772  STATE/COUNTY-  FL/LAFAYETTE
 AH3772  USGS QUAD   -  MAYO (1993)
 AH3772
 AH3772                         *CURRENT SURVEY CONTROL
 AH3772  ___________________________________________________________________
 AH3772* NAD 83(1999)-  30 05 41.68872(N)    083 10 19.23663(W)     ADJUSTED  
 AH3772* NAVD 88     -        15.1    (meters)      50.     (feet)  GPS OBS   
 AH3772  ___________________________________________________________________
 AH3772  X           -     656,621.418 (meters)                     COMP
 AH3772  Y           -  -5,483,805.770 (meters)                     COMP
 AH3772  Z           -   3,179,474.783 (meters)                     COMP
 AH3772  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AH3772  ELLIP HEIGHT-         -12.87  (meters)          (05/31/01) GPS OBS
 AH3772  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AH3772
 AH3772  HORZ ORDER  -  FIRST
 AH3772  ELLP ORDER  -  FOURTH    CLASS I
 AH3772
 AH3772.The horizontal coordinates were established by GPS observations
 AH3772.and adjusted by the National Geodetic Survey in May 2001..
 AH3772
 AH3772.The orthometric height was determined by GPS observations and a
 AH3772.high-resolution geoid model.
 AH3772
 AH3772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3772
 AH3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3772
 AH3772.The ellipsoidal height was determined by GPS observations
 AH3772.and is referenced to NAD 83.
 AH3772
 AH3772.The geoid height was determined by GEOID03.
 AH3772
 AH3772;                    North         East     Units Scale Factor Converg.
 AH3772;SPC FL N     -   122,113.617   728,001.297   MT  0.99994923   +0 40 02.5
 AH3772;SPC FL N     -   400,634.43  2,388,450.92   sFT  0.99994923   +0 40 02.5
 AH3772;UTM  17      - 3,331,292.584   290,689.173   MT  1.00014054   -1 05 22.3
 AH3772
 AH3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3772!SPC FL N     -   1.00000202  x   0.99994923  =   0.99995125
 AH3772!UTM  17      -   1.00000202  x   1.00014054  =   1.00014256
 AH3772
 AH3772:                Primary Azimuth Mark                     Grid Az
 AH3772:SPC FL N     -  33 97 GPS 11                             185 03 44.8
 AH3772:UTM  17      -  33 97 GPS 11                             186 49 09.6
 AH3772
 AH3772|---------------------------------------------------------------------|
 AH3772| PID    Reference Object                     Distance      Geod. Az  |
 AH3772|                                                           dddmmss.s |
 AH3772| AH3771 33 97 GPS 11                        APPROX. 1.1 KM 1854347.3 |
 AH3772|---------------------------------------------------------------------|
 AH3772
 AH3772                          SUPERSEDED SURVEY CONTROL
 AH3772
 AH3772  NAD 83(1990)-  30 05 41.68771(N)    083 10 19.23637(W) AD(       ) 1
 AH3772  ELLIP H (10/02/98)  -12.82   (m)                       GP(       ) 3 1
 AH3772
 AH3772.Superseded values are not recommended for survey control.
 AH3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3772.See file dsdata.txt to determine how the superseded data were derived.
 AH3772
 AH3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP9068931293(NAD 83)
 AH3772_MARKER: DD = SURVEY DISK
 AH3772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3772_STAMPING: 33 97 GPS 12
 AH3772_MARK LOGO: FLDT  
 AH3772_PROJECTION: FLUSH
 AH3772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3772+STABILITY: SURFACE MOTION
 AH3772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3772+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH3772
 AH3772  HISTORY     - Date     Condition        Report By
 AH3772  HISTORY     - 1997     MONUMENTED       FLDT
 AH3772
 AH3772                          STATION DESCRIPTION
 AH3772
 AH3772'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997
 AH3772'THE STATION IS APPROXIMATELY 2.6 MI (4.2 KM) NORTH OF MAYO, 2.0 MI
 AH3772'(3.2 KM) SOUTH OF LURAVILLE AND 7.6 MI (12.2 KM) SOUTHEAST OF
 AH3772'BUCKVILLE.--  FROM THE INTERSECTION OF STATE ROAD 51 AND LAFAYETTE
 AH3772'COUNTY ROAD 534, PROCEED NORTH ON STATE ROAD 51 FOR 0.65 MI (1.05 KM)
 AH3772'TO THE STATION ON THE RIGHT, A STANDARD BRASS FLORIDA DEPARTMENT OF
 AH3772'TRANSPORTATION (FDOT) DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AH3772'CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.  THE
 AH3772'STATION IS 37.8 FT (11.5 M) EAST OF THE CENTERLINE OF STATE ROAD 51
 AH3772'AND 14 FT (4.3 M) WEST OF A CARSONITE WITNESS POST.--  REFERENCES--
 AH3772'NAIL AND DISC (LB 4514) , SET IN THE EDGE OF PAVEMENT OF STATE ROAD
 AH3772'51, SOUTH 62 DEGREES WEST AT 35.80 FT (10.91 M) ,--  NAIL AND DISC (LB
 AH3772'4514) , SET IN THE EDGE OF PAVEMENT OF STATE ROAD 51, NORTH 22 DEGREES
 AH3772'WEST AT 55.05 FT (16.78 M) ,--  NAIL AND DISC (LB 4514) , SET IN A
 AH3772'POWER POLE, SOUTH 6 DEGREES EAST AT 66.54 FT (20.28 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH3773 ***********************************************************************
 AH3773  DESIGNATION -  33 97 GPS 7
 AH3773  PID         -  AH3773
 AH3773  STATE/COUNTY-  FL/LAFAYETTE
 AH3773  USGS QUAD   -  MALLORY SWAMP NW (1993)
 AH3773
 AH3773                         *CURRENT SURVEY CONTROL
 AH3773  ___________________________________________________________________
 AH3773* NAD 83(1999)-  29 57 56.63413(N)    083 13 33.27940(W)     ADJUSTED  
 AH3773* NAVD 88     -        20.6    (meters)      68.     (feet)  GPS OBS   
 AH3773  ___________________________________________________________________
 AH3773  X           -     652,308.167 (meters)                     COMP
 AH3773  Y           -  -5,491,542.441 (meters)                     COMP
 AH3773  Z           -   3,167,079.728 (meters)                     COMP
 AH3773  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AH3773  ELLIP HEIGHT-          -7.32  (meters)          (05/31/01) GPS OBS
 AH3773  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AH3773
 AH3773  HORZ ORDER  -  FIRST
 AH3773  ELLP ORDER  -  FOURTH    CLASS I
 AH3773
 AH3773.The horizontal coordinates were established by GPS observations
 AH3773.and adjusted by the National Geodetic Survey in May 2001..
 AH3773
 AH3773.The orthometric height was determined by GPS observations and a
 AH3773.high-resolution geoid model.
 AH3773
 AH3773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3773
 AH3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3773
 AH3773.The ellipsoidal height was determined by GPS observations
 AH3773.and is referenced to NAD 83.
 AH3773
 AH3773.The geoid height was determined by GEOID03.
 AH3773
 AH3773;                    North         East     Units Scale Factor Converg.
 AH3773;SPC FL N     -   107,735.734   722,966.183   MT  0.99995458   +0 38 24.9
 AH3773;SPC FL N     -   353,462.99  2,371,931.55   sFT  0.99995458   +0 38 24.9
 AH3773;UTM  17      - 3,317,072.729   285,215.050   MT  1.00016921   -1 06 44.0
 AH3773
 AH3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3773!SPC FL N     -   1.00000115  x   0.99995458  =   0.99995573
 AH3773!UTM  17      -   1.00000115  x   1.00016921  =   1.00017036
 AH3773
 AH3773:                Primary Azimuth Mark                     Grid Az
 AH3773:SPC FL N     -  33 97 GPS 8                              064 29 53.5
 AH3773:UTM  17      -  33 97 GPS 8                              066 15 02.4
 AH3773
 AH3773|---------------------------------------------------------------------|
 AH3773| PID    Reference Object                     Distance      Geod. Az  |
 AH3773|                                                           dddmmss.s |
 AH3773| AH3774 33 97 GPS 8                         APPROX. 0.7 KM 0650818.4 |
 AH3773|---------------------------------------------------------------------|
 AH3773
 AH3773                          SUPERSEDED SURVEY CONTROL
 AH3773
 AH3773  NAD 83(1990)-  29 57 56.63285(N)    083 13 33.27891(W) AD(       ) 1
 AH3773  ELLIP H (10/02/98)   -7.30   (m)                       GP(       ) 3 1
 AH3773
 AH3773.Superseded values are not recommended for survey control.
 AH3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3773.See file dsdata.txt to determine how the superseded data were derived.
 AH3773
 AH3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP8521517073(NAD 83)
 AH3773_MARKER: DD = SURVEY DISK
 AH3773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3773_STAMPING: 33 97 GPS 7
 AH3773_MARK LOGO: FLDT  
 AH3773_PROJECTION: FLUSH
 AH3773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3773+STABILITY: SURFACE MOTION
 AH3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3773+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 AH3773
 AH3773  HISTORY     - Date     Condition        Report By
 AH3773  HISTORY     - 1997     MONUMENTED       FLDT
 AH3773  HISTORY     - 20020423 GOOD             DCJOHN
 AH3773
 AH3773                          STATION DESCRIPTION
 AH3773
 AH3773'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997
 AH3773'THE STATION IS APPROXIMATELY 3.9 MI (6.3 KM) NORTHEAST OF COOKS
 AH3773'HAMMOCK, 6.8 MI (10.9 KM) SOUTHWEST OF MAYO AND 18.1 MI (29.1 KM) WEST
 AH3773'OF BRANFORD.--  FROM THE INTERSECTION OF STATE ROAD 51 AND LAFAYETTE
 AH3773'COUNTY ROAD 357, PROCEED NORTHEAST ON STATE ROAD 51 FOR 3.4 MI (5.5
 AH3773'KM) TO A CONCRETE BRIDGE.  CONTINUE NORTHEAST ON STATE ROAD 51 FOR 0.6
 AH3773'MI (1.0 KM) TO THE STATION ON THE LEFT, A STANDARD BRASS FLORIDA
 AH3773'DEPARTMENT OF TRANSPORTATION (FDOT) DISC SET IN THE TOP OF A 12-INCH
 AH3773'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 26
 AH3773'FT (7.9 M) NORTH OF THE CENTERLINE OF STATE ROAD 51 AND 7.2 FT (2.2 M)
 AH3773'SOUTHWEST OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC
 AH3773'(LB 4514) , SET IN A 4-INCH LAUREL OAK TREE, NORTH 76 DEGREES WEST AT
 AH3773'51.68 FT (15.75 M) ,--  NAIL AND DISC (LB 4514) , SET IN A 14-INCH
 AH3773'LAUREL OAK TREE, NORTH 18 DEGREES EAST AT 55.90 FT (17.04 M) ,--  NAIL
 AH3773'AND DISC (LB 4514) , SET IN THE EDGE OF PAVEMENT OF STATE ROAD 51,
 AH3773'SOUTH 70 DEGREES EAST AT 18.89 FT (5.76 M) .
 AH3773
 AH3773                          STATION RECOVERY (2002)
 AH3773
 AH3773'RECOVERY NOTE BY DC JOHNSON ASSOC 2002 (ARG)
 AH3773'RECOVERED AS DESCRIBED. (ARG)
 AH3773'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1312 ***********************************************************************
 AQ1312  DESIGNATION -  33 A
 AQ1312  PID         -  AQ1312
 AQ1312  STATE/COUNTY-  FL/VOLUSIA
 AQ1312  USGS QUAD   -  SAMSULA (1993)
 AQ1312
 AQ1312                         *CURRENT SURVEY CONTROL
 AQ1312  ___________________________________________________________________
 AQ1312* NAD 83(1986)-  29 06 24.     (N)    081 01 47.     (W)     SCALED    
 AQ1312* NAVD 88     -        15.565  (meters)      51.07   (feet)  ADJUSTED  
 AQ1312  ___________________________________________________________________
 AQ1312  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ1312  DYNAMIC HT  -          15.544 (meters)      51.00  (feet)  COMP
 AQ1312  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 AQ1312
 AQ1312  VERT ORDER  -  SECOND    CLASS 0
 AQ1312
 AQ1312.The horizontal coordinates were scaled from a topographic map and have
 AQ1312.an estimated accuracy of +/- 6 seconds.
 AQ1312
 AQ1312.The orthometric height was determined by differential leveling
 AQ1312.and adjusted by the National Geodetic Survey in June 1991..
 AQ1312
 AQ1312.The geoid height was determined by GEOID03.
 AQ1312
 AQ1312.The dynamic height is computed by dividing the NAVD 88
 AQ1312.geopotential number by the normal gravity value computed on the
 AQ1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1312.degrees latitude (g = 980.6199 gals.).
 AQ1312
 AQ1312.The modeled gravity was interpolated from observed gravity values.
 AQ1312
 AQ1312;                    North         East    Units  Estimated Accuracy
 AQ1312;SPC FL E     -   528,850.      197,110.      MT  (+/- 180 meters Scaled)
 AQ1312
 AQ1312                          SUPERSEDED SURVEY CONTROL
 AQ1312
 AQ1312  NGVD 29 (??/??/92)   15.912  (m)           52.20   (f) ADJ UNCH    2 0
 AQ1312
 AQ1312.Superseded values are not recommended for survey control.
 AQ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1312.See file dsdata.txt to determine how the superseded data were derived.
 AQ1312
 AQ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN971198(NAD 83)
 AQ1312_MARKER: DD = SURVEY DISK
 AQ1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1312_SP_SET: BRIDGE
 AQ1312_STAMPING: 33A
 AQ1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1312
 AQ1312  HISTORY     - Date     Condition        Report By
 AQ1312  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1312  HISTORY     - 1972     GOOD             FLDT
 AQ1312  HISTORY     - 1984     GOOD             USPSQD
 AQ1312  HISTORY     - 1987     GOOD             USPSQD
 AQ1312  HISTORY     - 1990     GOOD             USPSQD
 AQ1312
 AQ1312                          STATION DESCRIPTION
 AQ1312
 AQ1312'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1312'10.7 MI S FROM DAYTONA BEACH.
 AQ1312'FROM THE INTERSECTION OF U.S.-92 WITH U.S.-1 IN DAYTONA BEACH
 AQ1312'PROCEED SW ON U.S.-92 FOR 5.1 MILES TO INTERSECTION WITH I-95,
 AQ1312'THEN SOUTH ON I-95 FOR 5.6 MILES TO I-95 BRIDGE OVER TAYLOR
 AQ1312'ROAD AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK
 AQ1312'PRESET FLUSH IN THE SE CORNER OF I-95 NORTHBOUND LANE BRIDGE
 AQ1312'CONCRETE GUARDRAIL.  IT IS 0.5 FOOT NW OF THE SE CORNER OF
 AQ1312'BRIDGE GUARDRAIL AND 22.6 FEET NE OF THE CENTERLINE NORTHBOUND
 AQ1312'LANE.  SECTION 19, T 16S, R 33E.
 AQ1312
 AQ1312                          STATION RECOVERY (1984)
 AQ1312
 AQ1312'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1312'RECOVERED IN GOOD CONDITION.
 AQ1312
 AQ1312                          STATION RECOVERY (1987)
 AQ1312
 AQ1312'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1312'RECOVERED IN GOOD CONDITION.
 AQ1312
 AQ1312                          STATION RECOVERY (1990)
 AQ1312
 AQ1312'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1313 ***********************************************************************
 AQ1313  DESIGNATION -  33 B
 AQ1313  PID         -  AQ1313
 AQ1313  STATE/COUNTY-  FL/VOLUSIA
 AQ1313  USGS QUAD   -  SAMSULA (1993)
 AQ1313
 AQ1313                         *CURRENT SURVEY CONTROL
 AQ1313  ___________________________________________________________________
 AQ1313* NAD 83(1986)-  29 06 24.     (N)    081 01 49.     (W)     SCALED    
 AQ1313* NAVD 88     -        15.531  (meters)      50.95   (feet)  ADJUSTED  
 AQ1313  ___________________________________________________________________
 AQ1313  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ1313  DYNAMIC HT  -          15.510 (meters)      50.89  (feet)  COMP
 AQ1313  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 AQ1313
 AQ1313  VERT ORDER  -  SECOND    CLASS 0
 AQ1313
 AQ1313.The horizontal coordinates were scaled from a topographic map and have
 AQ1313.an estimated accuracy of +/- 6 seconds.
 AQ1313
 AQ1313.The orthometric height was determined by differential leveling
 AQ1313.and adjusted by the National Geodetic Survey in June 1991..
 AQ1313
 AQ1313.The geoid height was determined by GEOID03.
 AQ1313
 AQ1313.The dynamic height is computed by dividing the NAVD 88
 AQ1313.geopotential number by the normal gravity value computed on the
 AQ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1313.degrees latitude (g = 980.6199 gals.).
 AQ1313
 AQ1313.The modeled gravity was interpolated from observed gravity values.
 AQ1313
 AQ1313;                    North         East    Units  Estimated Accuracy
 AQ1313;SPC FL E     -   528,850.      197,050.      MT  (+/- 180 meters Scaled)
 AQ1313
 AQ1313                          SUPERSEDED SURVEY CONTROL
 AQ1313
 AQ1313  NGVD 29 (??/??/92)   15.879  (m)           52.10   (f) ADJ UNCH    2 0
 AQ1313
 AQ1313.Superseded values are not recommended for survey control.
 AQ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1313.See file dsdata.txt to determine how the superseded data were derived.
 AQ1313
 AQ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN970198(NAD 83)
 AQ1313_MARKER: DD = SURVEY DISK
 AQ1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1313_SP_SET: BRIDGE
 AQ1313_STAMPING: 33B
 AQ1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1313
 AQ1313  HISTORY     - Date     Condition        Report By
 AQ1313  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1313  HISTORY     - 1972     GOOD             FLDT
 AQ1313  HISTORY     - 1984     GOOD             USPSQD
 AQ1313  HISTORY     - 1990     GOOD             USPSQD
 AQ1313
 AQ1313                          STATION DESCRIPTION
 AQ1313
 AQ1313'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1313'10.7 MI S FROM DAYTONA BEACH.
 AQ1313'FROM THE INTERSECTION OF U.S.-92 WITH U.S.-1 IN DAYTONA BEACH
 AQ1313'PROCEED SW ON U.S.-92 FOR 5.1 MILES TO INTERSECTION WITH I-95,
 AQ1313'THEN SOUTH ON I-95 FOR 5.6 MILES TO I-95 BRIDGE OVER TAYLOR ROAD
 AQ1313'AND BENCH MARK STATION, WHICH IS A STATE ROAD DEPARTMENT BRASS
 AQ1313'DISK PRESET FLUSH IN THE NW END OF I-95 SOUTHBOUND LANE BRIDGE
 AQ1313'CONCRETE GUARDRAIL.  IT IS 0.7 FOOT SE OF THE NW CORNER OF
 AQ1313'BRIDGE GUARDRAIL AND 22.7 FEET SW OF THE CENTERLINE OF SOUTHBOUND
 AQ1313'LANE.  SECTION 19, T 16S, R 33E.
 AQ1313
 AQ1313                          STATION RECOVERY (1984)
 AQ1313
 AQ1313'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1313'RECOVERED IN GOOD CONDITION.
 AQ1313
 AQ1313                          STATION RECOVERY (1990)
 AQ1313
 AQ1313'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9882 ***********************************************************************
 AC9882  DESIGNATION -  33 CMP
 AC9882  PID         -  AC9882
 AC9882  STATE/COUNTY-  FL/MARION
 AC9882  USGS QUAD   -  LAKE KERR (1994)
 AC9882
 AC9882                         *CURRENT SURVEY CONTROL
 AC9882  ___________________________________________________________________
 AC9882* NAD 83(1986)-  29 22 05.     (N)    081 51 27.     (W)     SCALED    
 AC9882* NAVD 88     -        29.688  (meters)      97.40   (feet)  ADJUSTED  
 AC9882  ___________________________________________________________________
 AC9882  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AC9882  DYNAMIC HT  -          29.647 (meters)      97.27  (feet)  COMP
 AC9882  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 AC9882
 AC9882  VERT ORDER  -  SECOND    CLASS I
 AC9882
 AC9882.The horizontal coordinates were scaled from a topographic map and have
 AC9882.an estimated accuracy of +/- 6 seconds.
 AC9882
 AC9882.The orthometric height was determined by differential leveling
 AC9882.and adjusted by the National Geodetic Survey in September 1997..
 AC9882
 AC9882.The geoid height was determined by GEOID03.
 AC9882
 AC9882.The dynamic height is computed by dividing the NAVD 88
 AC9882.geopotential number by the normal gravity value computed on the
 AC9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9882.degrees latitude (g = 980.6199 gals.).
 AC9882
 AC9882.The modeled gravity was interpolated from observed gravity values.
 AC9882
 AC9882;                    North         East    Units  Estimated Accuracy
 AC9882;SPC FL W     -   557,830.      213,840.      MT  (+/- 180 meters Scaled)
 AC9882
 AC9882                          SUPERSEDED SURVEY CONTROL
 AC9882
 AC9882.No superseded survey control is available for this station.
 AC9882
 AC9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN167490(NAD 83)
 AC9882_MARKER: DB = BENCH MARK DISK
 AC9882_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9882_STAMPING: 33 CMP 1969
 AC9882_MARK LOGO: USGS  
 AC9882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9882+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 AC9882
 AC9882  HISTORY     - Date     Condition        Report By
 AC9882  HISTORY     - 1969     MONUMENTED       USGS
 AC9882  HISTORY     - 19960729 GOOD             FLDEP
 AC9882
 AC9882                          STATION DESCRIPTION
 AC9882
 AC9882'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9882'THE MARK IS ABOUT 6.75 MI (10.86 KM) EAST OF MC COY, 9.5 MI (15.3 KM)
 AC9882'WEST OF SALT SPRINGS ON COUNTY ROAD 316, IN SECTION 13, TOWNSHIP 13
 AC9882'SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FORT
 AC9882'MC COY ON COUNTY ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI
 AC9882'(0.24 KM) TO THE INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY
 AC9882'ROAD 316 AND GO EAST FOR 6.75 MI (10.86 KM) TO THE INTERSECTION OF
 AC9882'ROAD 97, A NORTH-SOUTH DIRT ROAD AND THE MARK ON THE LEFT, A 6-INCH
 AC9882'SQUARE PREFABRICATED CONCRETE POST RECESSED 0.3 FT (9.1 CM) BELOW THE
 AC9882'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD
 AC9882'316. LOCATED 69.7 FT (21.2 M) EAST OF VERTICAL CONTROL MARK NUMBER H
 AC9882'451 1996, 66.0 FT (20.1 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 316,
 AC9882'35.0 FT (10.7 M) EAST OF THE APPROXIMATE CENTERLINE OF ROAD 97, 13.7
 AC9882'FT (4.2 M) EAST OF A GAS PIPE LINE CONCRETE WITNESS POST AND 0.6 FT
 AC9882'(18.3 CM) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0771 ***********************************************************************
 AQ0771  DESIGNATION -  33 JAS
 AQ0771  PID         -  AQ0771
 AQ0771  STATE/COUNTY-  FL/MARION
 AQ0771  USGS QUAD   -  LAKE MARY (1994)
 AQ0771
 AQ0771                         *CURRENT SURVEY CONTROL
 AQ0771  ___________________________________________________________________
 AQ0771* NAD 83(1986)-  29 07 03.     (N)    081 45 21.     (W)     SCALED    
 AQ0771* NAVD 88     -        30.423  (meters)      99.81   (feet)  ADJUSTED  
 AQ0771  ___________________________________________________________________
 AQ0771  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AQ0771  DYNAMIC HT  -          30.380 (meters)      99.67  (feet)  COMP
 AQ0771  MODELED GRAV-     979,232.3   (mgal)                       NAVD 88
 AQ0771
 AQ0771  VERT ORDER  -  FIRST     CLASS II
 AQ0771
 AQ0771.The horizontal coordinates were scaled from a topographic map and have
 AQ0771.an estimated accuracy of +/- 6 seconds.
 AQ0771
 AQ0771.The orthometric height was determined by differential leveling
 AQ0771.and adjusted by the National Geodetic Survey in June 1991..
 AQ0771
 AQ0771.Photographs are available for this station.
 AQ0771
 AQ0771.The geoid height was determined by GEOID03.
 AQ0771
 AQ0771.The dynamic height is computed by dividing the NAVD 88
 AQ0771.geopotential number by the normal gravity value computed on the
 AQ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0771.degrees latitude (g = 980.6199 gals.).
 AQ0771
 AQ0771.The modeled gravity was interpolated from observed gravity values.
 AQ0771
 AQ0771;                    North         East    Units  Estimated Accuracy
 AQ0771;SPC FL W     -   530,080.      223,760.      MT  (+/- 180 meters Scaled)
 AQ0771
 AQ0771                          SUPERSEDED SURVEY CONTROL
 AQ0771
 AQ0771  NGVD 29 (??/??/92)   30.745  (m)          100.87   (f) ADJ UNCH    1 2
 AQ0771
 AQ0771.Superseded values are not recommended for survey control.
 AQ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0771.See file dsdata.txt to determine how the superseded data were derived.
 AQ0771
 AQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN264212(NAD 83)
 AQ0771_MARKER: DD = SURVEY DISK
 AQ0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0771_STAMPING: 33 JAS 1966 101
 AQ0771_MARK LOGO: USGS  
 AQ0771_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0771+STABILITY: SURFACE MOTION
 AQ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0771+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AQ0771
 AQ0771  HISTORY     - Date     Condition        Report By
 AQ0771  HISTORY     - 1966     MONUMENTED       USGS
 AQ0771  HISTORY     - 1968     GOOD             NGS
 AQ0771  HISTORY     - 1990     GOOD             USPSQD
 AQ0771  HISTORY     - 20040415 GOOD             FLDEP
 AQ0771
 AQ0771                          STATION DESCRIPTION
 AQ0771
 AQ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0771'19 MI W FROM ASTOR.
 AQ0771'ABOUT 14.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0771'OF THE DRAWBRIDGE OVER ST. JOHNS RIVER AT ASTOR, THENCE ABOUT
 AQ0771'4.15 MILES SOUTH ALONG FOREST SERVICE ROAD 88, ABOUT 0.7 MILE
 AQ0771'NORTH OF THE INTERSECTION OF FOREST SERVICE ROAD 95, ABOUT 0.2
 AQ0771'MILE NORTH OF A HIGH PRESSURE GAS LINE CROSSING, 31 FEET WEST OF
 AQ0771'THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF A METAL WITNESS
 AQ0771'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 AQ0771'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0771
 AQ0771                          STATION RECOVERY (1990)
 AQ0771
 AQ0771'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0771'RECOVERED IN GOOD CONDITION.
 AQ0771
 AQ0771                          STATION RECOVERY (2004)
 AQ0771
 AQ0771'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0771'RECOVERED IN GOOD CONDITION.
 AQ0771' 
 AQ0771'NOTE FOREST SERVICE ROAD HAS BEEN RENUMBERED TO 588.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0197 ***********************************************************************
 AG0197  DESIGNATION -  330 FLHD
 AG0197  PID         -  AG0197
 AG0197  STATE/COUNTY-  FL/PINELLAS
 AG0197  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0197
 AG0197                         *CURRENT SURVEY CONTROL
 AG0197  ___________________________________________________________________
 AG0197* NAD 83(1986)-  27 53 11.     (N)    082 43 29.     (W)     SCALED    
 AG0197* NAVD 88     -         5.320  (meters)      17.45   (feet)  ADJUSTED  
 AG0197  ___________________________________________________________________
 AG0197  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0197  DYNAMIC HT  -           5.312 (meters)      17.43  (feet)  COMP
 AG0197  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG0197
 AG0197  VERT ORDER  -  SECOND    CLASS II
 AG0197
 AG0197.The horizontal coordinates were scaled from a topographic map and have
 AG0197.an estimated accuracy of +/- 6 seconds.
 AG0197
 AG0197.The orthometric height was determined by differential leveling
 AG0197.and adjusted by the National Geodetic Survey in June 1991..
 AG0197
 AG0197.The geoid height was determined by GEOID03.
 AG0197
 AG0197.The dynamic height is computed by dividing the NAVD 88
 AG0197.geopotential number by the normal gravity value computed on the
 AG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0197.degrees latitude (g = 980.6199 gals.).
 AG0197
 AG0197.The modeled gravity was interpolated from observed gravity values.
 AG0197
 AG0197;                    North         East    Units  Estimated Accuracy
 AG0197;SPC FL W     -   393,830.      128,640.      MT  (+/- 180 meters Scaled)
 AG0197
 AG0197                          SUPERSEDED SURVEY CONTROL
 AG0197
 AG0197  NGVD 29 (??/??/92)    5.583  (m)           18.32   (f) ADJ UNCH    2 2
 AG0197
 AG0197.Superseded values are not recommended for survey control.
 AG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0197.See file dsdata.txt to determine how the superseded data were derived.
 AG0197
 AG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL302858(NAD 83)
 AG0197_MARKER: DD = SURVEY DISK
 AG0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0197_SP_SET: CULVERT
 AG0197_STAMPING: 330
 AG0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0197
 AG0197  HISTORY     - Date     Condition        Report By
 AG0197  HISTORY     - UNK      MONUMENTED       FLHD
 AG0197  HISTORY     - 1976     GOOD             NGS
 AG0197  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AG0197  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0197
 AG0197                          STATION DESCRIPTION
 AG0197
 AG0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0197'0.5 MI E FROM LARGO.
 AG0197'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0197'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON US ALT.
 AG0197'HWY. 19A FOR 3.30 MILE TO 126TH AVE. (S.R. 6).  TURN RIGHT ON 126TH
 AG0197'AVE. AND RUN EASTERLY FOR 0.35 MILE.  STATION IS ON THE RIGHT, 23.3
 AG0197'FT. SOUTH OF THE CENTERLINE OF 126TH AVE., 87.3 FT. WEST OF ASPHALT
 AG0197'DRIVEWAY (PATTY ANN MOBILE PARK).  SET IN TOP OF A CONCRETE HEAD WALL.
 AG0197'SECTION 8, T 30, R 16.
 AG0197
 AG0197                          STATION RECOVERY (1991)
 AG0197
 AG0197'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0197'MARK NOT FOUND.
 AG0197
 AG0197                          STATION RECOVERY (1999)
 AG0197
 AG0197'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0188 ***********************************************************************
 AG0188  DESIGNATION -  331 FLHD
 AG0188  PID         -  AG0188
 AG0188  STATE/COUNTY-  FL/PINELLAS
 AG0188  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0188
 AG0188                         *CURRENT SURVEY CONTROL
 AG0188  ___________________________________________________________________
 AG0188* NAD 83(1986)-  27 53 10.     (N)    082 43 23.     (W)     SCALED    
 AG0188* NAVD 88     -         5.236  (meters)      17.18   (feet)  ADJUSTED  
 AG0188  ___________________________________________________________________
 AG0188  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0188  DYNAMIC HT  -           5.228 (meters)      17.15  (feet)  COMP
 AG0188  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG0188
 AG0188  VERT ORDER  -  SECOND    CLASS II
 AG0188
 AG0188.The horizontal coordinates were scaled from a topographic map and have
 AG0188.an estimated accuracy of +/- 6 seconds.
 AG0188
 AG0188.The orthometric height was determined by differential leveling
 AG0188.and adjusted by the National Geodetic Survey in June 1991..
 AG0188
 AG0188.The geoid height was determined by GEOID03.
 AG0188
 AG0188.The dynamic height is computed by dividing the NAVD 88
 AG0188.geopotential number by the normal gravity value computed on the
 AG0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0188.degrees latitude (g = 980.6199 gals.).
 AG0188
 AG0188.The modeled gravity was interpolated from observed gravity values.
 AG0188
 AG0188;                    North         East    Units  Estimated Accuracy
 AG0188;SPC FL W     -   393,800.      128,810.      MT  (+/- 180 meters Scaled)
 AG0188
 AG0188                          SUPERSEDED SURVEY CONTROL
 AG0188
 AG0188  NGVD 29 (??/??/92)    5.499  (m)           18.04   (f) ADJ UNCH    2 2
 AG0188
 AG0188.Superseded values are not recommended for survey control.
 AG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0188.See file dsdata.txt to determine how the superseded data were derived.
 AG0188
 AG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL303857(NAD 83)
 AG0188_MARKER: DD = SURVEY DISK
 AG0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0188_SP_SET: CULVERT
 AG0188_STAMPING: 331
 AG0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0188
 AG0188  HISTORY     - Date     Condition        Report By
 AG0188  HISTORY     - UNK      MONUMENTED       FLHD
 AG0188  HISTORY     - 1976     GOOD             NGS
 AG0188  HISTORY     - 1991     GOOD             USPSQD
 AG0188  HISTORY     - 19991214 GOOD             USPSQD
 AG0188
 AG0188                          STATION DESCRIPTION
 AG0188
 AG0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0188'0.7 MI E FROM LARGO.
 AG0188'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0188'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0188'HWY. 19A FOR 3.30 MILES TO 126TH AVE. (S.R. 6).  TURN RIGHT ON 126TH
 AG0188'AVE. AND RUN EASTERLY FOR 0.45 MILE.  STATION ON THE RIGHT, 32.9 FT.
 AG0188'SOUTH OF THE CENTERLINE OF 126TH AVE., 51.0 FT. EAST OF CONCRETE POWER
 AG0188'POLE (NO NUMBER).  SET IN TOP OF A CONCRETE HEAD WALL.  SECTION 8, T
 AG0188'30, R 16.
 AG0188
 AG0188                          STATION RECOVERY (1991)
 AG0188
 AG0188'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0188'RECOVERED IN GOOD CONDITION.
 AG0188
 AG0188                          STATION RECOVERY (1999)
 AG0188
 AG0188'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0189 ***********************************************************************
 AG0189  DESIGNATION -  332 FLHD
 AG0189  PID         -  AG0189
 AG0189  STATE/COUNTY-  FL/PINELLAS
 AG0189  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0189
 AG0189                         *CURRENT SURVEY CONTROL
 AG0189  ___________________________________________________________________
 AG0189* NAD 83(1986)-  27 53 10.     (N)    082 43 17.     (W)     SCALED    
 AG0189* NAVD 88     -         4.978  (meters)      16.33   (feet)  ADJUSTED  
 AG0189  ___________________________________________________________________
 AG0189  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0189  DYNAMIC HT  -           4.970 (meters)      16.31  (feet)  COMP
 AG0189  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG0189
 AG0189  VERT ORDER  -  SECOND    CLASS II
 AG0189
 AG0189.The horizontal coordinates were scaled from a topographic map and have
 AG0189.an estimated accuracy of +/- 6 seconds.
 AG0189
 AG0189.The orthometric height was determined by differential leveling
 AG0189.and adjusted by the National Geodetic Survey in June 1991..
 AG0189
 AG0189.The geoid height was determined by GEOID03.
 AG0189
 AG0189.The dynamic height is computed by dividing the NAVD 88
 AG0189.geopotential number by the normal gravity value computed on the
 AG0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0189.degrees latitude (g = 980.6199 gals.).
 AG0189
 AG0189.The modeled gravity was interpolated from observed gravity values.
 AG0189
 AG0189;                    North         East    Units  Estimated Accuracy
 AG0189;SPC FL W     -   393,800.      128,970.      MT  (+/- 180 meters Scaled)
 AG0189
 AG0189                          SUPERSEDED SURVEY CONTROL
 AG0189
 AG0189  NGVD 29 (??/??/92)    5.241  (m)           17.19   (f) ADJ UNCH    2 2
 AG0189
 AG0189.Superseded values are not recommended for survey control.
 AG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0189.See file dsdata.txt to determine how the superseded data were derived.
 AG0189
 AG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL305857(NAD 83)
 AG0189_MARKER: DD = SURVEY DISK
 AG0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0189_SP_SET: CULVERT
 AG0189_STAMPING: 332
 AG0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0189
 AG0189  HISTORY     - Date     Condition        Report By
 AG0189  HISTORY     - UNK      MONUMENTED       FLHD
 AG0189  HISTORY     - 1976     GOOD             NGS
 AG0189  HISTORY     - 1991     GOOD             USPSQD
 AG0189  HISTORY     - 19991214 GOOD             USPSQD
 AG0189
 AG0189                          STATION DESCRIPTION
 AG0189
 AG0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0189'0.8 MI E FROM LARGO.
 AG0189'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0189'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0189'HWY. 19A FOR 3.30 MILES TO 126TH AVE. (S.R. 6).  TURN RIGHT ON 126TH
 AG0189'AVE. AND RUN EASTERLY FOR 0.55 MILE.  STATION ON THE RIGHT, 33.0 FT.
 AG0189'SOUTH OF THE CENTERLINE OF 126TH AVE., 81.7 FT. EAST OF THE CENTERLINE
 AG0189'OF 62ND ST. N.  SET IN THE TOP OF A CONCRETE HEAD WALL. SECTION 8, T
 AG0189'30, R 16.
 AG0189
 AG0189                          STATION RECOVERY (1991)
 AG0189
 AG0189'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0189'RECOVERED IN GOOD CONDITION.
 AG0189
 AG0189                          STATION RECOVERY (1999)
 AG0189
 AG0189'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0190 ***********************************************************************
 AG0190  DESIGNATION -  333 FLHD
 AG0190  PID         -  AG0190
 AG0190  STATE/COUNTY-  FL/PINELLAS
 AG0190  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0190
 AG0190                         *CURRENT SURVEY CONTROL
 AG0190  ___________________________________________________________________
 AG0190* NAD 83(1986)-  27 53 19.     (N)    082 43 41.     (W)     SCALED    
 AG0190* NAVD 88     -         5.413  (meters)      17.76   (feet)  ADJUSTED  
 AG0190  ___________________________________________________________________
 AG0190  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0190  DYNAMIC HT  -           5.405 (meters)      17.73  (feet)  COMP
 AG0190  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AG0190
 AG0190  VERT ORDER  -  SECOND    CLASS II
 AG0190
 AG0190.The horizontal coordinates were scaled from a topographic map and have
 AG0190.an estimated accuracy of +/- 6 seconds.
 AG0190
 AG0190.The orthometric height was determined by differential leveling
 AG0190.and adjusted by the National Geodetic Survey in June 1991..
 AG0190
 AG0190.The geoid height was determined by GEOID03.
 AG0190
 AG0190.The dynamic height is computed by dividing the NAVD 88
 AG0190.geopotential number by the normal gravity value computed on the
 AG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0190.degrees latitude (g = 980.6199 gals.).
 AG0190
 AG0190.The modeled gravity was interpolated from observed gravity values.
 AG0190
 AG0190;                    North         East    Units  Estimated Accuracy
 AG0190;SPC FL W     -   394,080.      128,320.      MT  (+/- 180 meters Scaled)
 AG0190
 AG0190                          SUPERSEDED SURVEY CONTROL
 AG0190
 AG0190  NGVD 29 (??/??/92)    5.676  (m)           18.62   (f) ADJ UNCH    2 2
 AG0190
 AG0190.Superseded values are not recommended for survey control.
 AG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0190.See file dsdata.txt to determine how the superseded data were derived.
 AG0190
 AG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299860(NAD 83)
 AG0190_MARKER: DD = SURVEY DISK
 AG0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0190_SP_SET: CULVERT
 AG0190_STAMPING: 333
 AG0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0190
 AG0190  HISTORY     - Date     Condition        Report By
 AG0190  HISTORY     - UNK      MONUMENTED       FLHD
 AG0190  HISTORY     - 1976     GOOD             NGS
 AG0190  HISTORY     - 1991     GOOD             USPSQD
 AG0190  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0190
 AG0190                          STATION DESCRIPTION
 AG0190
 AG0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0190'0.2 MI E FROM LARGO.
 AG0190'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0190'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0190'HWY. 19A FOR 3.50 MILE.  STATION ON RIGHT, 63.6 FT. EAST OF THE
 AG0190'CENTERLINE OF 66 ST., 93.3 FT. SOUTH OF POWER POLE (NUMBER 98085). SET
 AG0190'IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 8, T 30, R 16.
 AG0190
 AG0190                          STATION RECOVERY (1991)
 AG0190
 AG0190'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0190'RECOVERED IN GOOD CONDITION.
 AG0190
 AG0190                          STATION RECOVERY (1999)
 AG0190
 AG0190'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0191 ***********************************************************************
 AG0191  DESIGNATION -  334 FLHD
 AG0191  PID         -  AG0191
 AG0191  STATE/COUNTY-  FL/PINELLAS
 AG0191  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0191
 AG0191                         *CURRENT SURVEY CONTROL
 AG0191  ___________________________________________________________________
 AG0191* NAD 83(1986)-  27 53 55.     (N)    082 43 41.     (W)     SCALED    
 AG0191* NAVD 88     -         4.993  (meters)      16.38   (feet)  ADJUSTED  
 AG0191  ___________________________________________________________________
 AG0191  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0191  DYNAMIC HT  -           4.986 (meters)      16.36  (feet)  COMP
 AG0191  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AG0191
 AG0191  VERT ORDER  -  SECOND    CLASS II
 AG0191
 AG0191.The horizontal coordinates were scaled from a topographic map and have
 AG0191.an estimated accuracy of +/- 6 seconds.
 AG0191
 AG0191.The orthometric height was determined by differential leveling
 AG0191.and adjusted by the National Geodetic Survey in June 1991..
 AG0191
 AG0191.The geoid height was determined by GEOID03.
 AG0191
 AG0191.The dynamic height is computed by dividing the NAVD 88
 AG0191.geopotential number by the normal gravity value computed on the
 AG0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0191.degrees latitude (g = 980.6199 gals.).
 AG0191
 AG0191.The modeled gravity was interpolated from observed gravity values.
 AG0191
 AG0191;                    North         East    Units  Estimated Accuracy
 AG0191;SPC FL W     -   395,190.      128,320.      MT  (+/- 180 meters Scaled)
 AG0191
 AG0191                          SUPERSEDED SURVEY CONTROL
 AG0191
 AG0191  NGVD 29 (??/??/92)    5.256  (m)           17.24   (f) ADJ UNCH    2 2
 AG0191
 AG0191.Superseded values are not recommended for survey control.
 AG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0191.See file dsdata.txt to determine how the superseded data were derived.
 AG0191
 AG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299871(NAD 83)
 AG0191_MARKER: DD = SURVEY DISK
 AG0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0191_SP_SET: CULVERT
 AG0191_STAMPING: 334
 AG0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0191
 AG0191  HISTORY     - Date     Condition        Report By
 AG0191  HISTORY     - UNK      MONUMENTED       FLHD
 AG0191  HISTORY     - 1976     GOOD             NGS
 AG0191  HISTORY     - 19991214 POOR             USPSQD
 AG0191
 AG0191                          STATION DESCRIPTION
 AG0191
 AG0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0191'0.2 MI E FROM LARGO.
 AG0191'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0191'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0191'HWY. 19A FOR 4.15 MILE.  STATION ON RIGHT, 78.0 FT. EAST OF THE
 AG0191'CENTERLINE OF 66 ST., 65.0 FT. N.N.W. OF POWER POLE (NUMBER 1-81349).
 AG0191'SET IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 5, T 30, R 16.
 AG0191
 AG0191                          STATION RECOVERY (1999)
 AG0191
 AG0191'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0191'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0192 ***********************************************************************
 AG0192  DESIGNATION -  335 FLHD
 AG0192  PID         -  AG0192
 AG0192  STATE/COUNTY-  FL/PINELLAS
 AG0192  USGS QUAD   -  ST PETERSBURG (1987)
 AG0192
 AG0192                         *CURRENT SURVEY CONTROL
 AG0192  ___________________________________________________________________
 AG0192* NAD 83(1986)-  27 48 37.     (N)    082 41 59.     (W)     SCALED    
 AG0192* NAVD 88     -         9.021  (meters)      29.60   (feet)  ADJUSTED  
 AG0192  ___________________________________________________________________
 AG0192  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0192  DYNAMIC HT  -           9.008 (meters)      29.55  (feet)  COMP
 AG0192  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AG0192
 AG0192  VERT ORDER  -  SECOND    CLASS II
 AG0192
 AG0192.The horizontal coordinates were scaled from a topographic map and have
 AG0192.an estimated accuracy of +/- 6 seconds.
 AG0192
 AG0192.The orthometric height was determined by differential leveling
 AG0192.and adjusted by the National Geodetic Survey in June 1991..
 AG0192
 AG0192.The geoid height was determined by GEOID03.
 AG0192
 AG0192.The dynamic height is computed by dividing the NAVD 88
 AG0192.geopotential number by the normal gravity value computed on the
 AG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0192.degrees latitude (g = 980.6199 gals.).
 AG0192
 AG0192.The modeled gravity was interpolated from observed gravity values.
 AG0192
 AG0192;                    North         East    Units  Estimated Accuracy
 AG0192;SPC FL W     -   385,380.      131,060.      MT  (+/- 180 meters Scaled)
 AG0192
 AG0192                          SUPERSEDED SURVEY CONTROL
 AG0192
 AG0192  NGVD 29 (??/??/92)    9.286  (m)           30.47   (f) ADJ UNCH    2 2
 AG0192
 AG0192.Superseded values are not recommended for survey control.
 AG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0192.See file dsdata.txt to determine how the superseded data were derived.
 AG0192
 AG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325773(NAD 83)
 AG0192_MARKER: DD = SURVEY DISK
 AG0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0192_SP_SET: CULVERT
 AG0192_STAMPING: 335
 AG0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0192
 AG0192  HISTORY     - Date     Condition        Report By
 AG0192  HISTORY     - UNK      MONUMENTED       FLHD
 AG0192  HISTORY     - 1976     GOOD             NGS
 AG0192  HISTORY     - 1991     GOOD             USPSQD
 AG0192  HISTORY     - 19981027 GOOD             USPSQD
 AG0192  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AG0192
 AG0192                          STATION DESCRIPTION
 AG0192
 AG0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0192'0.1 MI N FROM ST PETERSBURG.
 AG0192'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0192'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49
 AG0192'ST. FOR 2.25 MILES TO 40TH AVE.  STATION ON RIGHT, IN THE N.E. CORNER,
 AG0192'99.0 FT. EAST OF THE CENTERLINE OF 49TH ST., 70.0 FT. NORTH OF THE
 AG0192'CENTERLINE OF 40 AVE.  SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG0192'SECTION 4, T 31, R 16.
 AG0192
 AG0192                          STATION RECOVERY (1991)
 AG0192
 AG0192'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0192'RECOVERED IN GOOD CONDITION.
 AG0192
 AG0192                          STATION RECOVERY (1998)
 AG0192
 AG0192'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0192'RECOVERED IN GOOD CONDITION.
 AG0192
 AG0192                          STATION RECOVERY (2003)
 AG0192
 AG0192'RECOVERY NOTE BY US POWER SQUADRON 2003 (RKS)
 AG0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0193 ***********************************************************************
 AG0193  DESIGNATION -  336 FLHD
 AG0193  PID         -  AG0193
 AG0193  STATE/COUNTY-  FL/PINELLAS
 AG0193  USGS QUAD   -  ST PETERSBURG (1987)
 AG0193
 AG0193                         *CURRENT SURVEY CONTROL
 AG0193  ___________________________________________________________________
 AG0193* NAD 83(1986)-  27 49 43.     (N)    082 41 59.     (W)     SCALED    
 AG0193* NAVD 88     -         6.779  (meters)      22.24   (feet)  ADJUSTED  
 AG0193  ___________________________________________________________________
 AG0193  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0193  DYNAMIC HT  -           6.769 (meters)      22.21  (feet)  COMP
 AG0193  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AG0193
 AG0193  VERT ORDER  -  SECOND    CLASS II
 AG0193
 AG0193.The horizontal coordinates were scaled from a topographic map and have
 AG0193.an estimated accuracy of +/- 6 seconds.
 AG0193
 AG0193.The orthometric height was determined by differential leveling
 AG0193.and adjusted by the National Geodetic Survey in June 1991..
 AG0193
 AG0193.The geoid height was determined by GEOID03.
 AG0193
 AG0193.The dynamic height is computed by dividing the NAVD 88
 AG0193.geopotential number by the normal gravity value computed on the
 AG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0193.degrees latitude (g = 980.6199 gals.).
 AG0193
 AG0193.The modeled gravity was interpolated from observed gravity values.
 AG0193
 AG0193;                    North         East    Units  Estimated Accuracy
 AG0193;SPC FL W     -   387,410.      131,070.      MT  (+/- 180 meters Scaled)
 AG0193
 AG0193                          SUPERSEDED SURVEY CONTROL
 AG0193
 AG0193  NGVD 29 (??/??/92)    7.042  (m)           23.10   (f) ADJ UNCH    2 2
 AG0193
 AG0193.Superseded values are not recommended for survey control.
 AG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0193.See file dsdata.txt to determine how the superseded data were derived.
 AG0193
 AG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326793(NAD 83)
 AG0193_MARKER: DD = SURVEY DISK
 AG0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0193_SP_SET: CULVERT
 AG0193_STAMPING: 336
 AG0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0193+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 AG0193
 AG0193  HISTORY     - Date     Condition        Report By
 AG0193  HISTORY     - UNK      MONUMENTED
 AG0193  HISTORY     - 1976     GOOD             NGS
 AG0193  HISTORY     - 1978     GOOD             FL-103
 AG0193  HISTORY     - 19981027 MARK NOT FOUND   USPSQD
 AG0193  HISTORY     - 20050125 GOOD             USPSQD
 AG0193
 AG0193                          STATION DESCRIPTION
 AG0193
 AG0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0193'IN PINELLAS PARK.
 AG0193'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0193'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49TH
 AG0193'ST. FOR 3.55 MILES.  STATION ON RIGHT, 53.5 FT. EAST OF THE CENTERLINE
 AG0193'OF 49TH ST., 27.8 FT. N.E. OF THE CENTERLINE OF RAIL ROAD TRACKS. SET
 AG0193'IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 33, T 30, R 16.
 AG0193
 AG0193                          STATION RECOVERY (1978)
 AG0193
 AG0193'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0193'RECOVERED IN GOOD CONDITION.
 AG0193
 AG0193                          STATION RECOVERY (1998)
 AG0193
 AG0193'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0193'MARK NOT FOUND.
 AG0193
 AG0193                          STATION RECOVERY (2005)
 AG0193
 AG0193'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0193'CONCRETE HEADWALL IS NOW ABOUT 4 FEET BELOW SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2399 ***********************************************************************
 BD2399  DESIGNATION -  336 JWM USGS
 BD2399  PID         -  BD2399
 BD2399  STATE/COUNTY-  FL/TAYLOR
 BD2399  USGS QUAD   -  PERRY (1993)
 BD2399
 BD2399                         *CURRENT SURVEY CONTROL
 BD2399  ___________________________________________________________________
 BD2399* NAD 83(1986)-  30 04 14.     (N)    083 35 19.     (W)     SCALED    
 BD2399* NAVD 88     -        12.787  (meters)      41.95   (feet)  ADJUSTED  
 BD2399  ___________________________________________________________________
 BD2399  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BD2399  DYNAMIC HT  -          12.770 (meters)      41.90  (feet)  COMP
 BD2399  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 BD2399
 BD2399  VERT ORDER  -  SECOND    CLASS I
 BD2399
 BD2399.The horizontal coordinates were scaled from a topographic map and have
 BD2399.an estimated accuracy of +/- 6 seconds.
 BD2399
 BD2399.The orthometric height was determined by differential leveling
 BD2399.and adjusted by the National Geodetic Survey in June 1991..
 BD2399
 BD2399.The geoid height was determined by GEOID03.
 BD2399
 BD2399.The dynamic height is computed by dividing the NAVD 88
 BD2399.geopotential number by the normal gravity value computed on the
 BD2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2399.degrees latitude (g = 980.6199 gals.).
 BD2399
 BD2399.The modeled gravity was interpolated from observed gravity values.
 BD2399
 BD2399;                    North         East    Units  Estimated Accuracy
 BD2399;SPC FL N     -   119,020.      687,870.      MT  (+/- 180 meters Scaled)
 BD2399
 BD2399                          SUPERSEDED SURVEY CONTROL
 BD2399
 BD2399.No superseded survey control is available for this station.
 BD2399
 BD2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP504294(NAD 83)
 BD2399_MARKER: DB = BENCH MARK DISK
 BD2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2399_SP_SET: CONCRETE POST
 BD2399_STAMPING: 336 JWM 1951 43
 BD2399_MARK LOGO: USGS  
 BD2399_PROJECTION: FLUSH
 BD2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2399+STABILITY: SURFACE MOTION
 BD2399
 BD2399  HISTORY     - Date     Condition        Report By
 BD2399  HISTORY     - 1951     MONUMENTED       USGS
 BD2399  HISTORY     - 1980     GOOD             FLDNR
 BD2399
 BD2399                          STATION DESCRIPTION
 BD2399
 BD2399'DESCRIBED BY FL DEPT OF NAT RES 1980
 BD2399'2 MI SOUTH FROM PERRY.
 BD2399'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 BD2399'IN PERRY, PROCEED SOUTHERLY 2.0 MILES ALONG C361-A TO THE MARK.  THE
 BD2399'MARK BEARS 41.1 FEET WEST OF C361-A CENTERLINE, 21.0 FEET SOUTH OF THE
 BD2399'CENTERLINE OF A DIRT ROAD TO THE ANTIOCH REVIVAL CENTER, 78.9 FEET
 BD2399'NORTH OF POWER POLE 3PP-3911R, AND 2.6 FEET EAST OF A FENCE LINE.
 BD2399'RECOVERED AS DESCRIBED IN USGS VERTICAL CONTROL DATA, QUAD
 BD2399'300833, LINE 3, PAGE 5.
 BD2399'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0194 ***********************************************************************
 AG0194  DESIGNATION -  337 FLHD
 AG0194  PID         -  AG0194
 AG0194  STATE/COUNTY-  FL/PINELLAS
 AG0194  USGS QUAD   -  ST PETERSBURG (1987)
 AG0194
 AG0194                         *CURRENT SURVEY CONTROL
 AG0194  ___________________________________________________________________
 AG0194* NAD 83(1986)-  27 50 47.     (N)    082 41 59.     (W)     SCALED    
 AG0194* NAVD 88     -         3.605  (meters)      11.83   (feet)  ADJUSTED  
 AG0194  ___________________________________________________________________
 AG0194  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AG0194  DYNAMIC HT  -           3.600 (meters)      11.81  (feet)  COMP
 AG0194  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG0194
 AG0194  VERT ORDER  -  SECOND    CLASS II
 AG0194
 AG0194.The horizontal coordinates were scaled from a topographic map and have
 AG0194.an estimated accuracy of +/- 6 seconds.
 AG0194
 AG0194.The orthometric height was determined by differential leveling
 AG0194.and adjusted by the National Geodetic Survey in June 1991..
 AG0194
 AG0194.The geoid height was determined by GEOID03.
 AG0194
 AG0194.The dynamic height is computed by dividing the NAVD 88
 AG0194.geopotential number by the normal gravity value computed on the
 AG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0194.degrees latitude (g = 980.6199 gals.).
 AG0194
 AG0194.The modeled gravity was interpolated from observed gravity values.
 AG0194
 AG0194;                    North         East    Units  Estimated Accuracy
 AG0194;SPC FL W     -   389,380.      131,080.      MT  (+/- 180 meters Scaled)
 AG0194
 AG0194                          SUPERSEDED SURVEY CONTROL
 AG0194
 AG0194  NGVD 29 (??/??/92)    3.868  (m)           12.69   (f) ADJ UNCH    2 2
 AG0194
 AG0194.Superseded values are not recommended for survey control.
 AG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0194.See file dsdata.txt to determine how the superseded data were derived.
 AG0194
 AG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326813(NAD 83)
 AG0194_MARKER: DD = SURVEY DISK
 AG0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0194_SP_SET: CULVERT
 AG0194_STAMPING: 337
 AG0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0194
 AG0194  HISTORY     - Date     Condition        Report By
 AG0194  HISTORY     - UNK      MONUMENTED       FLHD
 AG0194  HISTORY     - 1976     GOOD             NGS
 AG0194  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AG0194
 AG0194                          STATION DESCRIPTION
 AG0194
 AG0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0194'IN PINELLAS PARK.
 AG0194'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (PARK BLVD., 74TH
 AG0194'AVE.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49 ST. FOR 0.40 MILE.
 AG0194'STATION ON RIGHT, 54.5 FT. EAST OF THE CENTERLINE OF 49TH ST. N.,
 AG0194'133.4 FT. SOUTH OF THE CENTERLINE OF 80 TERRACE N.  SET IN THE TOP OF
 AG0194'THE CONCRETE HEADWALL.  SECTION 28, T 30, R 16.
 AG0194
 AG0194                          STATION RECOVERY (2003)
 AG0194
 AG0194'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA)
 AG0194'NOT FOUND. THE DESCRIPTION MENTIONS A CONCRETE HEADWALL WHICH WE WERE
 AG0194'UNABLE TO FIND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0195 ***********************************************************************
 AG0195  DESIGNATION -  338 FLHD
 AG0195  PID         -  AG0195
 AG0195  STATE/COUNTY-  FL/PINELLAS
 AG0195  USGS QUAD   -  ST PETERSBURG (1987)
 AG0195
 AG0195                         *CURRENT SURVEY CONTROL
 AG0195  ___________________________________________________________________
 AG0195* NAD 83(1986)-  27 51 13.     (N)    082 41 59.     (W)     SCALED    
 AG0195* NAVD 88     -         3.249  (meters)      10.66   (feet)  ADJUSTED  
 AG0195  ___________________________________________________________________
 AG0195  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG0195  DYNAMIC HT  -           3.244 (meters)      10.64  (feet)  COMP
 AG0195  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG0195
 AG0195  VERT ORDER  -  SECOND    CLASS II
 AG0195
 AG0195.The horizontal coordinates were scaled from a topographic map and have
 AG0195.an estimated accuracy of +/- 6 seconds.
 AG0195
 AG0195.The orthometric height was determined by differential leveling
 AG0195.and adjusted by the National Geodetic Survey in June 1991..
 AG0195
 AG0195.The geoid height was determined by GEOID03.
 AG0195
 AG0195.The dynamic height is computed by dividing the NAVD 88
 AG0195.geopotential number by the normal gravity value computed on the
 AG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0195.degrees latitude (g = 980.6199 gals.).
 AG0195
 AG0195.The modeled gravity was interpolated from observed gravity values.
 AG0195
 AG0195;                    North         East    Units  Estimated Accuracy
 AG0195;SPC FL W     -   390,180.      131,080.      MT  (+/- 180 meters Scaled)
 AG0195
 AG0195                          SUPERSEDED SURVEY CONTROL
 AG0195
 AG0195  NGVD 29 (??/??/92)    3.512  (m)           11.52   (f) ADJ UNCH    2 2
 AG0195
 AG0195.Superseded values are not recommended for survey control.
 AG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0195.See file dsdata.txt to determine how the superseded data were derived.
 AG0195
 AG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326821(NAD 83)
 AG0195_MARKER: DD = SURVEY DISK
 AG0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0195_SP_SET: CULVERT
 AG0195_STAMPING: 338
 AG0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0195+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 AG0195
 AG0195  HISTORY     - Date     Condition        Report By
 AG0195  HISTORY     - UNK      MONUMENTED       FLHD
 AG0195  HISTORY     - 1976     GOOD             NGS
 AG0195  HISTORY     - 20040711 GOOD             USPSQD
 AG0195
 AG0195                          STATION DESCRIPTION
 AG0195
 AG0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0195'IN PINELLAS PARK.
 AG0195'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (PARK BLVD., 74TH
 AG0195'AVE.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49 ST. FOR 1.05
 AG0195'MILES.  STATION ON LEFT, 55.5 FT. WEST OF THE CENTERLINE OF 49 ST.,
 AG0195'67.4 FT. SOUTH OF A 18 INCH PINE TREE.  SET IN THE TOP OF THE CONCRETE
 AG0195'HEADWALL.  SECTION 21, T 30, R 16.
 AG0195
 AG0195                          STATION RECOVERY (2004)
 AG0195
 AG0195'RECOVERY NOTE BY US POWER SQUADRON 2004 (DDW)
 AG0195'PINE TREE IS 27 INCHES IN DIAMETER.  ADDITIONAL LOCATION DESCRIPTION
 AG0195'-64 FT. SOUTH OF FIRE PLUG 235, WHICH IS ACROSS STREET FROM FIRST
 AG0195'UNITED METHODIST CHURCH, 9025 49TH ST. NORTH ENTRANCE/DRIVEWAY.
 AG0195'DRAINAGE CULVERT IS ADJACENT TO THE NORTH SIDE OF THE PARKING AREA OF
 AG0195'8980 49TH ST. NORTH.  COORDINATES  N 27 DEGREES, 51.231 MINUTES AND W
 AG0195'082 DEGREES 42.019 MINUTES
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0196 ***********************************************************************
 AG0196  DESIGNATION -  339 FLHD
 AG0196  PID         -  AG0196
 AG0196  STATE/COUNTY-  FL/PINELLAS
 AG0196  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0196
 AG0196                         *CURRENT SURVEY CONTROL
 AG0196  ___________________________________________________________________
 AG0196* NAD 83(1986)-  27 53 37.     (N)    082 42 38.     (W)     SCALED    
 AG0196* NAVD 88     -         2.683  (meters)       8.80   (feet)  ADJUSTED  
 AG0196  ___________________________________________________________________
 AG0196  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0196  DYNAMIC HT  -           2.679 (meters)       8.79  (feet)  COMP
 AG0196  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AG0196
 AG0196  VERT ORDER  -  SECOND    CLASS II
 AG0196
 AG0196.The horizontal coordinates were scaled from a topographic map and have
 AG0196.an estimated accuracy of +/- 6 seconds.
 AG0196
 AG0196.The orthometric height was determined by differential leveling
 AG0196.and adjusted by the National Geodetic Survey in June 1991..
 AG0196
 AG0196.The geoid height was determined by GEOID03.
 AG0196
 AG0196.The dynamic height is computed by dividing the NAVD 88
 AG0196.geopotential number by the normal gravity value computed on the
 AG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0196.degrees latitude (g = 980.6199 gals.).
 AG0196
 AG0196.The modeled gravity was interpolated from observed gravity values.
 AG0196
 AG0196;                    North         East    Units  Estimated Accuracy
 AG0196;SPC FL W     -   394,620.      130,040.      MT  (+/- 180 meters Scaled)
 AG0196
 AG0196                          SUPERSEDED SURVEY CONTROL
 AG0196
 AG0196  NGVD 29 (??/??/92)    2.946  (m)            9.67   (f) ADJ UNCH    2 2
 AG0196
 AG0196.Superseded values are not recommended for survey control.
 AG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0196.See file dsdata.txt to determine how the superseded data were derived.
 AG0196
 AG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316865(NAD 83)
 AG0196_MARKER: DD = SURVEY DISK
 AG0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0196_SP_SET: CULVERT
 AG0196_STAMPING: 339
 AG0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0196
 AG0196  HISTORY     - Date     Condition        Report By
 AG0196  HISTORY     - UNK      MONUMENTED       FLHD
 AG0196  HISTORY     - 1976     GOOD             NGS
 AG0196  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0196
 AG0196                          STATION DESCRIPTION
 AG0196
 AG0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0196'2.0 MI N FROM PINELLAS PARK.
 AG0196'TO REACH THE STATION FROM THE INTERSECTION OF SR-688 (ULMERTON RD.)
 AG0196'AND SR S-691 (49TH ST.).  RUN WESTERLY ON SR-688 FOR 0.60 MILE.
 AG0196'STATION ON LEFT, 54.8 FT. SOUTH OF THE CENTERLINE OF ULMERTON RD. SET
 AG0196'IN THE TOP OF THE BOX CULVERT HEADWALL.  SECTION 9, T 30, R 16.
 AG0196
 AG0196                          STATION RECOVERY (1999)
 AG0196
 AG0196'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9881 ***********************************************************************
 AC9881  DESIGNATION -  34 CMP
 AC9881  PID         -  AC9881
 AC9881  STATE/COUNTY-  FL/MARION
 AC9881  USGS QUAD   -  LAKE KERR (1994)
 AC9881
 AC9881                         *CURRENT SURVEY CONTROL
 AC9881  ___________________________________________________________________
 AC9881* NAD 83(1986)-  29 22 10.     (N)    081 50 20.     (W)     SCALED    
 AC9881* NAVD 88     -        33.257  (meters)     109.11   (feet)  ADJUSTED  
 AC9881  ___________________________________________________________________
 AC9881  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AC9881  DYNAMIC HT  -          33.211 (meters)     108.96  (feet)  COMP
 AC9881  MODELED GRAV-     979,262.1   (mgal)                       NAVD 88
 AC9881
 AC9881  VERT ORDER  -  SECOND    CLASS I
 AC9881
 AC9881.The horizontal coordinates were scaled from a topographic map and have
 AC9881.an estimated accuracy of +/- 6 seconds.
 AC9881
 AC9881.The orthometric height was determined by differential leveling
 AC9881.and adjusted by the National Geodetic Survey in September 1997..
 AC9881
 AC9881.The geoid height was determined by GEOID03.
 AC9881
 AC9881.The dynamic height is computed by dividing the NAVD 88
 AC9881.geopotential number by the normal gravity value computed on the
 AC9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9881.degrees latitude (g = 980.6199 gals.).
 AC9881
 AC9881.The modeled gravity was interpolated from observed gravity values.
 AC9881
 AC9881;                    North         East    Units  Estimated Accuracy
 AC9881;SPC FL W     -   557,990.      215,640.      MT  (+/- 180 meters Scaled)
 AC9881
 AC9881                          SUPERSEDED SURVEY CONTROL
 AC9881
 AC9881.No superseded survey control is available for this station.
 AC9881
 AC9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN185492(NAD 83)
 AC9881_MARKER: DB = BENCH MARK DISK
 AC9881_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9881_STAMPING: 34 CMP 1969
 AC9881_MARK LOGO: USGS  
 AC9881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9881+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1996
 AC9881
 AC9881  HISTORY     - Date     Condition        Report By
 AC9881  HISTORY     - 1969     MONUMENTED       USGS
 AC9881  HISTORY     - 19960728 GOOD             FLDEP
 AC9881
 AC9881                          STATION DESCRIPTION
 AC9881
 AC9881'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9881'THE MARK IS ABOUT 7.9 MI (12.7 KM) EAST OF MC COY, 8.3 MI (13.4 KM)
 AC9881'WEST OF SALT SPRINGS ON COUNTY ROAD 316, IN SECTION 18, TOWNSHIP 13
 AC9881'SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FORT
 AC9881'MC COY ON COUNTY ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI
 AC9881'(0.24 KM) TO THE INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY
 AC9881'ROAD 316 AND GO EAST FOR 7.9 MI (12.7 KM) TO THE MARK ON THE LEFT, A
 AC9881'6-INCH SQUARE PREFABRICATED CONCRETE POST RECESSED 0.6 FT (18.3 CM)
 AC9881'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 316.
 AC9881'LOCATED 108.5 FT (33.1 M) NORTH OF A POWER POLE, 74.5 NORTH OF THE
 AC9881'CENTERLINE OF COUNTY ROAD 316, 1.0 SOUTH OF A POWER POLE AND 0.9 FT
 AC9881'(27.4 CM) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7796 ***********************************************************************
 AD7796  DESIGNATION -  34 EEB USGS 1956
 AD7796  PID         -  AD7796
 AD7796  STATE/COUNTY-  FL/CHARLOTTE
 AD7796  USGS QUAD   -  BERMONT (1987)
 AD7796
 AD7796                         *CURRENT SURVEY CONTROL
 AD7796  ___________________________________________________________________
 AD7796* NAD 83(1990)-  26 56 47.20023(N)    081 45 38.33378(W)     ADJUSTED  
 AD7796* NAVD 88     -        11.39   (+/-2cm)      37.4    (feet)  VERTCON   
 AD7796  ___________________________________________________________________
 AD7796  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AD7796  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AD7796
 AD7796  HORZ ORDER  -  SECOND
 AD7796  VERT ORDER  -  THIRD ? (See Below)
 AD7796
 AD7796.The horizontal coordinates were established by classical geodetic methods
 AD7796.and adjusted by the National Geodetic Survey in May 1991..
 AD7796
 AD7796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7796.The vertical order pertains to the NGVD 29 superseded value.
 AD7796
 AD7796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7796
 AD7796.The geoid height was determined by GEOID03.
 AD7796
 AD7796;                    North         East     Units Scale Factor Converg.
 AD7796;SPC FL W     -   289,492.782   223,766.716   MT  0.99994815   +0 06 30.5
 AD7796;SPC FL W     -   949,777.57    734,141.30   sFT  0.99994815   +0 06 30.5
 AD7796;UTM  17      - 2,980,730.630   424,495.104   MT  0.99967038   -0 20 41.0
 AD7796
 AD7796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7796!SPC FL W     -   1.00000204  x   0.99994815  =   0.99995019
 AD7796!UTM  17      -   1.00000204  x   0.99967038  =   0.99967242
 AD7796
 AD7796                          SUPERSEDED SURVEY CONTROL
 AD7796
 AD7796  NAD 83(1986)-  26 56 47.20087(N)    081 45 38.34832(W) AD(       ) 2
 AD7796  NAD 27      -  26 56 45.98702(N)    081 45 39.05209(W) AD(       ) 2
 AD7796  NGVD 29 (07/19/86)   11.74   (m)           38.5    (f) LEVELING    3  
 AD7796
 AD7796.Superseded values are not recommended for survey control.
 AD7796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7796.See file dsdata.txt to determine how the superseded data were derived.
 AD7796
 AD7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2449580731(NAD 83)
 AD7796_MARKER: DD = SURVEY DISK
 AD7796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD7796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7796+STABILITY: SURFACE MOTION
 AD7796
 AD7796  HISTORY     - Date     Condition        Report By
 AD7796  HISTORY     - 1956     MONUMENTED       USGS
 AD7796  HISTORY     - 1963     GOOD             CGS
 AD7796  HISTORY     - 1977     GOOD             NGS
 AD7796
 AD7796                          STATION DESCRIPTION
 AD7796
 AD7796'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (RHT)
 AD7796'STATION IS LOCATED ABOUT 17-1/2 MILES EAST OF PUNTA GORDA, ABOUT
 AD7796'19.0 MILES SOUTHEAST OF ARCADIA, AND ABOUT 0.05 MILE NORTH OF THE
 AD7796'JUNCTION OF STATE HIGHWAYS NO. 74 AND 31.  STATION IS 63 FEET
 AD7796'EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 31, AND
 AD7796'1-1/2 FEET EAST OF FENCELINE.  THE MARK IS A STANDARD GEOLOGICAL
 AD7796'SURVEY DISK SET IN A 6X6 INCH CONCRETE MONUMENT, PROJECTS 4
 AD7796'INCHES AND THE DISK IS STAMPED 34 EEB 1952.
 AD7796'
 AD7796'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BERMONT
 AD7796'TO 34 EEB 1952 AND THE DISTANCE IS 32.220 METERS OR 105.70 FEET.
 AD7796
 AD7796                          STATION RECOVERY (1963)
 AD7796
 AD7796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AD7796'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 AD7796'1956.  THE DESCRIPTION IS COMPLETE AND ADEQUATE.
 AD7796
 AD7796                          STATION RECOVERY (1977)
 AD7796
 AD7796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AD7796'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE
 AD7796'1956 DESCRIPTION.  THE DISTANCE TO TRIANGULATION STATION BERMONT 1956
 AD7796'CHECKED.
 AD7796'
 AD7796'FOR GENERAL LOCATION AND TO REACH SEE BERMONT 1956.
 AD7796'
 AD7796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- 17-1/2 MILES EAST
 AD7796'OF PUNTA GORDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6813 ***********************************************************************
 AD6813  DESIGNATION -  34 FAR
 AD6813  PID         -  AD6813
 AD6813  STATE/COUNTY-  FL/PALM BEACH
 AD6813  USGS QUAD   -  BIG MOUND SOUTH (1979)
 AD6813
 AD6813                         *CURRENT SURVEY CONTROL
 AD6813  ___________________________________________________________________
 AD6813* NAD 83(1990)-  26 50 26.69018(N)    080 27 55.72378(W)     ADJUSTED  
 AD6813* NAVD 88     -         5.04   (+/-2cm)      16.5    (feet)  VERTCON   
 AD6813  ___________________________________________________________________
 AD6813  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AD6813  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AD6813
 AD6813  HORZ ORDER  -  SECOND
 AD6813  VERT ORDER  -  THIRD ? (See Below)
 AD6813
 AD6813.The horizontal coordinates were established by classical geodetic methods
 AD6813.and adjusted by the National Geodetic Survey in May 1991..
 AD6813
 AD6813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6813.The vertical order pertains to the NGVD 29 superseded value.
 AD6813
 AD6813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6813
 AD6813.The geoid height was determined by GEOID03.
 AD6813
 AD6813;                    North         East     Units Scale Factor Converg.
 AD6813;SPC FL E     -   277,871.417   253,125.706   MT  0.99997601   +0 14 28.9
 AD6813;SPC FL E     -   911,649.81    830,463.25   sFT  0.99997601   +0 14 28.9
 AD6813;UTM  17      - 2,968,908.590   553,107.580   MT  0.99963482   +0 14 28.9
 AD6813
 AD6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6813!SPC FL E     -   1.00000328  x   0.99997601  =   0.99997929
 AD6813!UTM  17      -   1.00000328  x   0.99963482  =   0.99963810
 AD6813
 AD6813                          SUPERSEDED SURVEY CONTROL
 AD6813
 AD6813  NAD 83(1986)-  26 50 26.69376(N)    080 27 55.73239(W) AD(       ) 2
 AD6813  NAD 27      -  26 50 25.47571(N)    080 27 56.54397(W) AD(       ) 2
 AD6813  NGVD 29 (07/19/86)    5.45   (m)           17.9    (f) LEVELING    3  
 AD6813
 AD6813.Superseded values are not recommended for survey control.
 AD6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6813.See file dsdata.txt to determine how the superseded data were derived.
 AD6813
 AD6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK5310868909(NAD 83)
 AD6813_MARKER: DB = BENCH MARK DISK
 AD6813_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AD6813_SP_SET: PREFABRICATED CONCRETE POST
 AD6813_STAMPING: 34 FAR 1970
 AD6813_MARK LOGO: USGS  
 AD6813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD6813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6813
 AD6813  HISTORY     - Date     Condition        Report By
 AD6813  HISTORY     - 1970     MONUMENTED       USGS
 AD6813  HISTORY     - 19830615 GOOD             NGS
 AD6813
 AD6813                          STATION DESCRIPTION
 AD6813
 AD6813'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (CLH)
 AD6813'(THE MARK WAS USED AS A REFERENCE MARK FOR TRIANGULATION STATION
 AD6813'BOLA.)
 AD6813'
 AD6813'THE DISK IS STAMPED 34 FAR 1970.
 AD6813'
 AD6813'A TAPE MEASUREMENT WAS MADE TO STATION BOLA.  THE MEASUREMENT
 AD6813'BEING 99.68 FT. OR (30.382 M.).
 AD6813'
 AD6813'A TRAVERSE MEASUREMENT WAS NOT MADE BECAUSE OF THE TYPE OF MARK,
 AD6813'(ROD MARK).
 AD6813
 AD6813                          STATION RECOVERY (1983)
 AD6813
 AD6813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AD6813'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 441 AND 98 AT
 AD6813'CANAL POINT, GO EAST ON US HIGHWAY 98 FOR 2.32 KM (1.45 MI) TO BRYANT
 AD6813'VILLAGE OF UNITED STATES SUGAR CORPORATION ON RIGHT. CONTINUE EAST ON
 AD6813'HIGHWAY 98 FOR .40 KM (0.25 MI) TO A RAILROAD CROSSING AND BRIDGE ON
 AD6813'LEFT. TURN LEFT AND GO NORTHEAST AND NORTH ALONG RAILROAD TRACK FOR
 AD6813'6.00 KM (3.70 MI) TO WHERE RAILROAD TRACKS TURN RIGHT. CONTINUE AHEAD
 AD6813'NORTH FOR 2.24 KM (1.40 MI) TO LEVEE AND WATER PUMP STATION ON LEFT.
 AD6813'CONTINUE NORTH ON LEVEE FOR 1.28 KM (0.8 MI) TO WHERE LEVEE TURNS
 AD6813'RIGHT.  CONTINUE EAST ON LEVEE FOR 3.20 KM (2.0 MI) TO WHERE LEVEE
 AD6813'TURNS RIGHT. CONTINUE SOUTHEAST ON LEVEE FOR 14.08 KM (8.75 MI) TO
 AD6813'STATION ON RIGHT ON TURNOUT. BM 34 FAR IS A STANDARD USGS DISK
 AD6813'STAMPED,--34 FAR 1970--, IMBEDDED IN CONCRETE, PROJECTING 6 INCHES.
 AD6813'THE STATION IS LOCATED 21.03 METERS (69.00 FT) NORTHEAST OF THE CENTER
 AD6813'OF LEVEE ROAD.  3.05 METERS (10.01 FT) SOUTHWEST OF THE WEST EDGE OF
 AD6813'THE CANAL, .30 METERS (0.98 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7703 ***********************************************************************
 AG7703  DESIGNATION -  34 RM USGS
 AG7703  PID         -  AG7703
 AG7703  STATE/COUNTY-  FL/MANATEE
 AG7703  USGS QUAD   -  LORRAINE (1987)
 AG7703
 AG7703                         *CURRENT SURVEY CONTROL
 AG7703  ___________________________________________________________________
 AG7703* NAD 83(1986)-  27 27 46.     (N)    082 29 23.     (W)     SCALED    
 AG7703* NAVD 88     -         4.414  (meters)      14.48   (feet)  ADJUSTED  
 AG7703  ___________________________________________________________________
 AG7703  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7703  DYNAMIC HT  -           4.407 (meters)      14.46  (feet)  COMP
 AG7703  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 AG7703
 AG7703  VERT ORDER  -  SECOND    CLASS I
 AG7703
 AG7703.The horizontal coordinates were scaled from a topographic map and have
 AG7703.an estimated accuracy of +/- 6 seconds.
 AG7703
 AG7703.The orthometric height was determined by differential leveling
 AG7703.and adjusted by the National Geodetic Survey in June 1991..
 AG7703
 AG7703.The geoid height was determined by GEOID03.
 AG7703
 AG7703.The dynamic height is computed by dividing the NAVD 88
 AG7703.geopotential number by the normal gravity value computed on the
 AG7703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7703.degrees latitude (g = 980.6199 gals.).
 AG7703
 AG7703.The modeled gravity was interpolated from observed gravity values.
 AG7703
 AG7703;                    North         East    Units  Estimated Accuracy
 AG7703;SPC FL W     -   346,780.      151,600.      MT  (+/- 180 meters Scaled)
 AG7703
 AG7703                          SUPERSEDED SURVEY CONTROL
 AG7703
 AG7703.No superseded survey control is available for this station.
 AG7703
 AG7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL527385(NAD 83)
 AG7703_MARKER: DD = SURVEY DISK
 AG7703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7703_SP_SET: CONCRETE CULVERT HEADWALL
 AG7703_STAMPING: 34 RM 1972 16
 AG7703_MARK LOGO: USGS  
 AG7703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7703+STABILITY: SURFACE MOTION
 AG7703
 AG7703  HISTORY     - Date     Condition        Report By
 AG7703  HISTORY     - 1972     MONUMENTED       USGS
 AG7703  HISTORY     - 1983     GOOD             FLDNR
 AG7703
 AG7703                          STATION DESCRIPTION
 AG7703
 AG7703'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7703'5.2 MI ENE FROM ONECO.
 AG7703'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7703'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7703'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7703'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7703'JOHNSON ROAD, GO 0.05 MILE NORTH ON MORGAN JOHNSON ROAD TO THE MARK.
 AG7703'THE MARK IS SET IN THE TOP OF THE SOUTH END OF A CONCRETE CULVERT
 AG7703'HEADWALL, 21.4 FEET WEST OF THE CENTERLINE OF MORGAN JOHNSON ROAD, AND
 AG7703'229.75 FEET SOUTH OF THE CENTERLINE OF 41ST AVENUE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0207 ***********************************************************************
 AG0207  DESIGNATION -  340 FLHD
 AG0207  PID         -  AG0207
 AG0207  STATE/COUNTY-  FL/PINELLAS
 AG0207  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0207
 AG0207                         *CURRENT SURVEY CONTROL
 AG0207  ___________________________________________________________________
 AG0207* NAD 83(1986)-  27 53 37.     (N)    082 42 56.     (W)     SCALED    
 AG0207* NAVD 88     -         3.993  (meters)      13.10   (feet)  ADJUSTED  
 AG0207  ___________________________________________________________________
 AG0207  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0207  DYNAMIC HT  -           3.988 (meters)      13.08  (feet)  COMP
 AG0207  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AG0207
 AG0207  VERT ORDER  -  SECOND    CLASS II
 AG0207
 AG0207.The horizontal coordinates were scaled from a topographic map and have
 AG0207.an estimated accuracy of +/- 6 seconds.
 AG0207
 AG0207.The orthometric height was determined by differential leveling
 AG0207.and adjusted by the National Geodetic Survey in June 1991..
 AG0207
 AG0207.The geoid height was determined by GEOID03.
 AG0207
 AG0207.The dynamic height is computed by dividing the NAVD 88
 AG0207.geopotential number by the normal gravity value computed on the
 AG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0207.degrees latitude (g = 980.6199 gals.).
 AG0207
 AG0207.The modeled gravity was interpolated from observed gravity values.
 AG0207
 AG0207;                    North         East    Units  Estimated Accuracy
 AG0207;SPC FL W     -   394,630.      129,550.      MT  (+/- 180 meters Scaled)
 AG0207
 AG0207                          SUPERSEDED SURVEY CONTROL
 AG0207
 AG0207  NGVD 29 (??/??/92)    4.256  (m)           13.96   (f) ADJ UNCH    2 2
 AG0207
 AG0207.Superseded values are not recommended for survey control.
 AG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0207.See file dsdata.txt to determine how the superseded data were derived.
 AG0207
 AG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311866(NAD 83)
 AG0207_MARKER: DD = SURVEY DISK
 AG0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0207_SP_SET: CULVERT
 AG0207_STAMPING: 340
 AG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0207
 AG0207  HISTORY     - Date     Condition        Report By
 AG0207  HISTORY     - UNK      MONUMENTED       FLHD
 AG0207  HISTORY     - 1976     GOOD             NGS
 AG0207  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0207
 AG0207                          STATION DESCRIPTION
 AG0207
 AG0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0207'2.0 MI N FROM PINELLAS PARK.
 AG0207'TO REACH THE STATION FROM THE INTERSECTION OF SR-688 (ULMERTON RD.)
 AG0207'AND SR S-691 (49TH ST.).  RUN WESTERLY ON SR-688 FOR 0.95 MILE.
 AG0207'STATION ON RIGHT, 66.0 FT. NORTH OF THE CENTERLINE OF ULMERTON RD.,
 AG0207'156.9 FT. E.S.E. OF POWER POLE (NUMBER 102710).  SET IN THE TOP OF THE
 AG0207'CONCRETE HEADWALL.  SECTION 5, T 30, R 16.
 AG0207
 AG0207                          STATION RECOVERY (1999)
 AG0207
 AG0207'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1745 ***********************************************************************
 BG1745  DESIGNATION -  340 USE
 BG1745  PID         -  BG1745
 BG1745  STATE/COUNTY-  FL/ESCAMBIA
 BG1745  USGS QUAD   -  PENSACOLA (1994)
 BG1745
 BG1745                         *CURRENT SURVEY CONTROL
 BG1745  ___________________________________________________________________
 BG1745* NAD 83(1986)-  30 25 49.     (N)    087 12 15.     (W)     SCALED    
 BG1745* NAVD 88     -        23.022  (meters)      75.53   (feet)  ADJUSTED  
 BG1745  ___________________________________________________________________
 BG1745  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG1745  DYNAMIC HT  -          22.992 (meters)      75.43  (feet)  COMP
 BG1745  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BG1745
 BG1745  VERT ORDER  -  FIRST     CLASS II
 BG1745
 BG1745.The horizontal coordinates were scaled from a topographic map and have
 BG1745.an estimated accuracy of +/- 6 seconds.
 BG1745
 BG1745.The orthometric height was determined by differential leveling
 BG1745.and adjusted by the National Geodetic Survey in June 1991..
 BG1745
 BG1745.The geoid height was determined by GEOID03.
 BG1745
 BG1745.The dynamic height is computed by dividing the NAVD 88
 BG1745.geopotential number by the normal gravity value computed on the
 BG1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1745.degrees latitude (g = 980.6199 gals.).
 BG1745
 BG1745.The modeled gravity was interpolated from observed gravity values.
 BG1745
 BG1745;                    North         East    Units  Estimated Accuracy
 BG1745;SPC FL N     -   161,620.      340,250.      MT  (+/- 180 meters Scaled)
 BG1745
 BG1745                          SUPERSEDED SURVEY CONTROL
 BG1745
 BG1745  NGVD 29 (??/??/92)   23.089  (m)           75.75   (f) ADJ UNCH    1 2
 BG1745
 BG1745.Superseded values are not recommended for survey control.
 BG1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1745.See file dsdata.txt to determine how the superseded data were derived.
 BG1745
 BG1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU803664(NAD 83)
 BG1745_MARKER: DD = SURVEY DISK
 BG1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1745_STAMPING: NO 340 ELEV 80
 BG1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1745+STABILITY: SURFACE MOTION
 BG1745
 BG1745  HISTORY     - Date     Condition        Report By
 BG1745  HISTORY     - UNK      MONUMENTED       DOD
 BG1745  HISTORY     - 1955     GOOD             NGS
 BG1745  HISTORY     - 20060305 MARK NOT FOUND   USPSQD
 BG1745
 BG1745                          STATION DESCRIPTION
 BG1745
 BG1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1745'AT PENSACOLA.
 BG1745'AT PENSACOLA, AT THE INTERSECTION OF 12TH AVENUE AND BLOUNT
 BG1745'STREET, SET IN THE EAST END OF THE NEUTRAL GROUNDS AT CENTER OF
 BG1745'BLOUNT STREET LEADING WEST, 18 1/2 FEET WEST OF CENTER OF
 BG1745'INTERSECTION OF STREETS, 23 1/2 FEET WEST OF CENTER OF A MAN HOLE
 BG1745'COVER, 6 3/4 FEET NORTH OF SOUTH CURB LINE OF NEUTRAL GROUND, 7
 BG1745'FEET SOUTH OF NORTH CURB LINE OF NEUTRAL GROUND, 6 FEET WEST OF
 BG1745'WEST CURB LINE OF 12TH AVENUE, AND SET IN THE TOP OF A CONCRETE
 BG1745'POST PROJECTING 1 INCH.
 BG1745
 BG1745                          STATION RECOVERY (2006)
 BG1745
 BG1745'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG1745'STREET HAS BEEN WIDENED SINCE 1955. MARK POSITION DETERMINED, BUT IS
 BG1745'UNDER ASPHALT.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0198 ***********************************************************************
 AG0198  DESIGNATION -  341 FLHD
 AG0198  PID         -  AG0198
 AG0198  STATE/COUNTY-  FL/PINELLAS
 AG0198  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0198
 AG0198                         *CURRENT SURVEY CONTROL
 AG0198  ___________________________________________________________________
 AG0198* NAD 83(1986)-  27 53 37.     (N)    082 41 53.     (W)     SCALED    
 AG0198* NAVD 88     -         4.002  (meters)      13.13   (feet)  ADJUSTED  
 AG0198  ___________________________________________________________________
 AG0198  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0198  DYNAMIC HT  -           3.996 (meters)      13.11  (feet)  COMP
 AG0198  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AG0198
 AG0198  VERT ORDER  -  SECOND    CLASS II
 AG0198
 AG0198.The horizontal coordinates were scaled from a topographic map and have
 AG0198.an estimated accuracy of +/- 6 seconds.
 AG0198
 AG0198.The orthometric height was determined by differential leveling
 AG0198.and adjusted by the National Geodetic Survey in June 1991..
 AG0198
 AG0198.The geoid height was determined by GEOID03.
 AG0198
 AG0198.The dynamic height is computed by dividing the NAVD 88
 AG0198.geopotential number by the normal gravity value computed on the
 AG0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0198.degrees latitude (g = 980.6199 gals.).
 AG0198
 AG0198.The modeled gravity was interpolated from observed gravity values.
 AG0198
 AG0198;                    North         East    Units  Estimated Accuracy
 AG0198;SPC FL W     -   394,620.      131,270.      MT  (+/- 180 meters Scaled)
 AG0198
 AG0198                          SUPERSEDED SURVEY CONTROL
 AG0198
 AG0198  NGVD 29 (??/??/92)    4.265  (m)           13.99   (f) ADJ UNCH    2 2
 AG0198
 AG0198.Superseded values are not recommended for survey control.
 AG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0198.See file dsdata.txt to determine how the superseded data were derived.
 AG0198
 AG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL328865(NAD 83)
 AG0198_MARKER: DD = SURVEY DISK
 AG0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0198_SP_SET: CULVERT
 AG0198_STAMPING: 341
 AG0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0198
 AG0198  HISTORY     - Date     Condition        Report By
 AG0198  HISTORY     - UNK      MONUMENTED       FLHD
 AG0198  HISTORY     - 1976     GOOD             NGS
 AG0198  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0198
 AG0198                          STATION DESCRIPTION
 AG0198
 AG0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0198'2.0 MI N FROM PINELLAS PARK.
 AG0198'TO REACH THE STATION FROM THE INTERSECTION OF SR-688 (ULMERTON RD.)
 AG0198'AND SR S-691 (49TH ST.).  RUN EASTERLY ON SR-688 FOR 0.10 MILE.
 AG0198'STATION ON LEFT, 62.0 FT. NORTH OF THE CENTERLINE OF ULMERTON RD. SET
 AG0198'IN TOP OF A CONCRETE HEADWALL.  SECTION 4, T 30, R 16.
 AG0198
 AG0198                          STATION RECOVERY (1999)
 AG0198
 AG0198'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0199 ***********************************************************************
 AG0199  DESIGNATION -  342 FLHD
 AG0199  PID         -  AG0199
 AG0199  STATE/COUNTY-  FL/PINELLAS
 AG0199  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0199
 AG0199                         *CURRENT SURVEY CONTROL
 AG0199  ___________________________________________________________________
 AG0199* NAD 83(1986)-  27 42 21.     (N)    082 42 49.     (W)     SCALED    
 AG0199* NAVD 88     -         0.892  (meters)       2.93   (feet)  ADJUSTED  
 AG0199  ___________________________________________________________________
 AG0199  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG0199  DYNAMIC HT  -           0.891 (meters)       2.92  (feet)  COMP
 AG0199  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 AG0199
 AG0199  VERT ORDER  -  SECOND    CLASS II
 AG0199
 AG0199.The horizontal coordinates were scaled from a topographic map and have
 AG0199.an estimated accuracy of +/- 6 seconds.
 AG0199
 AG0199.The orthometric height was determined by differential leveling
 AG0199.and adjusted by the National Geodetic Survey in June 1991..
 AG0199
 AG0199.The geoid height was determined by GEOID03.
 AG0199
 AG0199.The dynamic height is computed by dividing the NAVD 88
 AG0199.geopotential number by the normal gravity value computed on the
 AG0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0199.degrees latitude (g = 980.6199 gals.).
 AG0199
 AG0199.The modeled gravity was interpolated from observed gravity values.
 AG0199
 AG0199;                    North         East    Units  Estimated Accuracy
 AG0199;SPC FL W     -   373,820.      129,620.      MT  (+/- 180 meters Scaled)
 AG0199
 AG0199                          SUPERSEDED SURVEY CONTROL
 AG0199
 AG0199  NGVD 29 (??/??/92)    1.182  (m)            3.88   (f) ADJ UNCH    2 2
 AG0199
 AG0199.Superseded values are not recommended for survey control.
 AG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0199.See file dsdata.txt to determine how the superseded data were derived.
 AG0199
 AG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310657(NAD 83)
 AG0199_MARKER: DD = SURVEY DISK
 AG0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0199_SP_SET: CULVERT
 AG0199_STAMPING: 342
 AG0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0199
 AG0199  HISTORY     - Date     Condition        Report By
 AG0199  HISTORY     - UNK      MONUMENTED       FLHD
 AG0199  HISTORY     - 1976     GOOD             NGS
 AG0199  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0199  HISTORY     - 20000130 MARK NOT FOUND   USPSQD
 AG0199  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AG0199
 AG0199                          STATION DESCRIPTION
 AG0199
 AG0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0199'IN ST PETERSBURG.
 AG0199'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0199'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0199'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0199'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0199'SOUTHERLY FOR 0.45 MILE.  STATION ON RIGHT, 55.8 FT. WEST OF THE
 AG0199'CENTERLINE OF SR 693, 127.3 FT. SOUTH OF TRANSMISSION POLE (NUMBER MT
 AG0199'59), 203.7 FT. NORTH OF TRANSMISSION POLE (NUMBER MT 60), 182.0 FT.
 AG0199'NNW LIGHT POLE (NO NUMBER), 98.0 FT. S.S.W. OF LIGHT POLE (NO NUMBER),
 AG0199'3 FT. SOUTH OF THE NORTH END OF CONCRETE BULK HEAD WALL. SET IN THE
 AG0199'TOP OF THE CONCRETE BULK HEAD WALL.
 AG0199
 AG0199                          STATION RECOVERY (1990)
 AG0199
 AG0199'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0199'MARK NOT FOUND.
 AG0199
 AG0199                          STATION RECOVERY (2000)
 AG0199
 AG0199'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0199'MARK NOT FOUND.
 AG0199
 AG0199                          STATION RECOVERY (2005)
 AG0199
 AG0199'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0200 ***********************************************************************
 AG0200  DESIGNATION -  343 FLHD
 AG0200  PID         -  AG0200
 AG0200  STATE/COUNTY-  FL/PINELLAS
 AG0200  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0200
 AG0200                         *CURRENT SURVEY CONTROL
 AG0200  ___________________________________________________________________
 AG0200* NAD 83(1986)-  27 38 53.     (N)    082 42 54.     (W)     SCALED    
 AG0200* NAVD 88     -         7.418  (meters)      24.34   (feet)  ADJUSTED  
 AG0200  ___________________________________________________________________
 AG0200  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0200  DYNAMIC HT  -           7.407 (meters)      24.30  (feet)  COMP
 AG0200  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 AG0200
 AG0200  VERT ORDER  -  SECOND    CLASS II
 AG0200
 AG0200.The horizontal coordinates were scaled from a topographic map and have
 AG0200.an estimated accuracy of +/- 6 seconds.
 AG0200
 AG0200.The orthometric height was determined by differential leveling
 AG0200.and adjusted by the National Geodetic Survey in June 1991..
 AG0200
 AG0200.The geoid height was determined by GEOID03.
 AG0200
 AG0200.The dynamic height is computed by dividing the NAVD 88
 AG0200.geopotential number by the normal gravity value computed on the
 AG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0200.degrees latitude (g = 980.6199 gals.).
 AG0200
 AG0200.The modeled gravity was interpolated from observed gravity values.
 AG0200
 AG0200;                    North         East    Units  Estimated Accuracy
 AG0200;SPC FL W     -   367,410.      129,450.      MT  (+/- 180 meters Scaled)
 AG0200
 AG0200                          SUPERSEDED SURVEY CONTROL
 AG0200
 AG0200  NGVD 29 (??/??/92)    7.708  (m)           25.29   (f) ADJ UNCH    2 2
 AG0200
 AG0200.Superseded values are not recommended for survey control.
 AG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0200.See file dsdata.txt to determine how the superseded data were derived.
 AG0200
 AG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL308593(NAD 83)
 AG0200_MARKER: DD = SURVEY DISK
 AG0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0200_SP_SET: BRIDGE
 AG0200_STAMPING: 343
 AG0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0200+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AG0200
 AG0200  HISTORY     - Date     Condition        Report By
 AG0200  HISTORY     - UNK      MONUMENTED       FLHD
 AG0200  HISTORY     - 1976     GOOD             NGS
 AG0200  HISTORY     - 1990     GOOD             USPSQD
 AG0200  HISTORY     - 1990     GOOD             USPSQD
 AG0200  HISTORY     - 19971002 GOOD             USPSQD
 AG0200  HISTORY     - 20000130 GOOD             USPSQD
 AG0200  HISTORY     - 20050215 GOOD             USPSQD
 AG0200
 AG0200                          STATION DESCRIPTION
 AG0200
 AG0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0200'IN ST PETERSBURG.
 AG0200'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0200'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0200'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0200'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0200'SOUTHERLY FOR 4.95 MILES TO THE CENTER OF BRIDGE.  STATION ON LEFT,
 AG0200'634.0 FT. SOUTH OF THE NORTH ABUTMENT OF BRIDGE, AT THE CENTERLINE OF
 AG0200'CHANNEL.  SET IN THE EAST CONCRETE RAILING CURB.
 AG0200
 AG0200                          STATION RECOVERY (1990)
 AG0200
 AG0200'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0200'RECOVERED IN GOOD CONDITION.
 AG0200
 AG0200                          STATION RECOVERY (1990)
 AG0200
 AG0200'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0200'RECOVERED IN GOOD CONDITION.
 AG0200
 AG0200                          STATION RECOVERY (1997)
 AG0200
 AG0200'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0200'RECOVERED IN GOOD CONDITION.
 AG0200
 AG0200                          STATION RECOVERY (2000)
 AG0200
 AG0200'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0200'RECOVERED IN GOOD CONDITION.
 AG0200
 AG0200                          STATION RECOVERY (2005)
 AG0200
 AG0200'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0200'N27 41.623  W82 43.066
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF3889 ***********************************************************************
 DF3889  DESIGNATION -  343 JWM
 DF3889  PID         -  DF3889
 DF3889  STATE/COUNTY-  FL/TAYLOR
 DF3889  USGS QUAD   -  HAMPTON SPRINGS (1993)
 DF3889
 DF3889                         *CURRENT SURVEY CONTROL
 DF3889  ___________________________________________________________________
 DF3889* NAD 83(1986)-  30 02 58.     (N)    083 41 28.     (W)     SCALED    
 DF3889* NAVD 88     -         6.198  (meters)      20.33   (feet)  ADJUSTED  
 DF3889  ___________________________________________________________________
 DF3889  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF3889  DYNAMIC HT  -           6.190 (meters)      20.31  (feet)  COMP
 DF3889  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 DF3889
 DF3889  VERT ORDER  -  SECOND    CLASS I
 DF3889
 DF3889.The horizontal coordinates were scaled from a topographic map and have
 DF3889.an estimated accuracy of +/- 6 seconds.
 DF3889
 DF3889.The orthometric height was determined by differential leveling
 DF3889.and adjusted by the National Geodetic Survey in June 2005..
 DF3889.No vertical observational check was made to the station.
 DF3889
 DF3889.The geoid height was determined by GEOID03.
 DF3889
 DF3889.The dynamic height is computed by dividing the NAVD 88
 DF3889.geopotential number by the normal gravity value computed on the
 DF3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3889.degrees latitude (g = 980.6199 gals.).
 DF3889
 DF3889.The modeled gravity was interpolated from observed gravity values.
 DF3889
 DF3889;                    North         East    Units  Estimated Accuracy
 DF3889;SPC FL N     -   116,610.      678,000.      MT  (+/- 180 meters Scaled)
 DF3889
 DF3889                          SUPERSEDED SURVEY CONTROL
 DF3889
 DF3889.No superseded survey control is available for this station.
 DF3889
 DF3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP405273(NAD 83)
 DF3889_MARKER: DB = BENCH MARK DISK
 DF3889_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF3889_STAMPING: 343 JWM 1951 2
 DF3889_MARK LOGO: USGS  
 DF3889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3889+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1992
 DF3889
 DF3889  HISTORY     - Date     Condition        Report By
 DF3889  HISTORY     - 1951     MONUMENTED       USGS
 DF3889  HISTORY     - 19920308 GOOD             NGS
 DF3889
 DF3889                          STATION DESCRIPTION
 DF3889
 DF3889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DF3889'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF PERRY, 3.5 MI
 DF3889'(5.6 KM) SOUTHWEST OF HAMPTON SPRINGS IN SECTION 14, T 5 S, R 6 E. TO
 DF3889'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19, 27, 98 AND
 DF3889'ALTERNATE 27 IN PERRY, GO WESTERLY ON HIGHWAY 98 (HAMPTON SPRINGS
 DF3889'AVENUE) FOR 4.3 MI (6.9 KM) TO A SIDE ROAD LEFT (COUNTY ROAD 356),
 DF3889'TURN LEFT ON COUNTY ROAD 356 AND GO SOUTHWEST FOR 0.7 MI (1.1 KM) TO A
 DF3889'SHARP CURVE LEFT, TURN LEFT AND GO SOUTH THEN SOUTHWEST ON COUNTY ROAD
 DF3889'356 FOR 2.95 MI (4.75 KM) TO A SAND ROAD NORTHEAST ON THE LEFT
 DF3889'(COURTNEY ROAD)AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 DF3889'POST PROJECTING 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE GROUND AND
 DF3889'ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 356. LOCATED 60.8
 DF3889'FT (18.5 M) WEST-SOUTHWEST AND ACROSS COURTNEY ROAD FROM A TELEPHONE
 DF3889'CABLE BOX NUMBER 36 24, 40.8 FT (12.4 M) WEST-SOUTHWEST OF THE
 DF3889'APPROXIMATE CENTERLINE OF COURTNEY ROAD, 39.0 FT (11.9 M) SOUTH OF THE
 DF3889'CENTERLINE OF COUNTY ROAD 356, 3.3 FT (1.0 M) NORTH-NORTHEAST OF THE
 DF3889'FENCE CORNER AND 0.5 FT (15.2 CM) NORTH-NORTHEAST OF A CARSONITE
 DF3889'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH9325 ***********************************************************************
 AH9325  DESIGNATION -  343334 2
 AH9325  PID         -  AH9325
 AH9325  STATE/COUNTY-  FL/OKEECHOBEE
 AH9325  USGS QUAD   -  BASINGER (1972)
 AH9325
 AH9325                         *CURRENT SURVEY CONTROL
 AH9325  ___________________________________________________________________
 AH9325* NAD 83(1999)-  27 27 54.32594(N)    081 00 27.28064(W)     ADJUSTED  
 AH9325* NAVD 88     -        17.151  (meters)      56.27   (feet)  ADJUSTED  
 AH9325  ___________________________________________________________________
 AH9325  X           -     885,194.794 (meters)                     COMP
 AH9325  Y           -  -5,593,688.107 (meters)                     COMP
 AH9325  Z           -   2,924,034.273 (meters)                     COMP
 AH9325  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AH9325  ELLIP HEIGHT-          -9.10  (meters)          (05/31/01) GPS OBS
 AH9325  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH9325  DYNAMIC HT  -          17.126 (meters)      56.19  (feet)  COMP
 AH9325  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 AH9325
 AH9325  HORZ ORDER  -  FIRST
 AH9325  VERT ORDER  -  SECOND    CLASS I
 AH9325  ELLP ORDER  -  FOURTH    CLASS I
 AH9325
 AH9325.The horizontal coordinates were established by GPS observations
 AH9325.and adjusted by the National Geodetic Survey in May 2001..
 AH9325
 AH9325.The orthometric height was determined by differential leveling
 AH9325.and adjusted by the National Geodetic Survey in January 2002..
 AH9325
 AH9325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9325
 AH9325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9325
 AH9325.The ellipsoidal height was determined by GPS observations
 AH9325.and is referenced to NAD 83.
 AH9325
 AH9325.The geoid height was determined by GEOID03.
 AH9325
 AH9325.The dynamic height is computed by dividing the NAVD 88
 AH9325.geopotential number by the normal gravity value computed on the
 AH9325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9325.degrees latitude (g = 980.6199 gals.).
 AH9325
 AH9325.The modeled gravity was interpolated from observed gravity values.
 AH9325
 AH9325;                    North         East     Units Scale Factor Converg.
 AH9325;SPC FL E     -   346,936.420   199,251.014   MT  0.99994118   -0 00 12.6
 AH9325;SPC FL E     - 1,138,240.57    653,709.37   sFT  0.99994118   -0 00 12.6
 AH9325;UTM  17      - 3,037,950.028   499,251.270   MT  0.99960001   -0 00 12.6
 AH9325
 AH9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9325!SPC FL E     -   1.00000143  x   0.99994118  =   0.99994261
 AH9325!UTM  17      -   1.00000143  x   0.99960001  =   0.99960144
 AH9325
 AH9325                          SUPERSEDED SURVEY CONTROL
 AH9325
 AH9325  NAD 83(1990)-  27 27 54.32505(N)    081 00 27.28028(W) AD(       ) 1
 AH9325  ELLIP H (06/01/99)   -9.06   (m)                       GP(       ) 4 1
 AH9325
 AH9325.Superseded values are not recommended for survey control.
 AH9325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9325.See file dsdata.txt to determine how the superseded data were derived.
 AH9325
 AH9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9925137950(NAD 83)
 AH9325_MARKER: DD = SURVEY DISK
 AH9325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9325_STAMPING: 343334 2 9824 1998
 AH9325_MARK LOGO: DENI  
 AH9325_PROJECTION: RECESSED 5 CENTIMETERS
 AH9325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9325+STABILITY: SURFACE MOTION
 AH9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9325+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AH9325
 AH9325  HISTORY     - Date     Condition        Report By
 AH9325  HISTORY     - 1998     MONUMENTED       DENI
 AH9325  HISTORY     - 20000923 GOOD             FLDEP
 AH9325  HISTORY     - 20041218 GOOD             FLDEP
 AH9325  HISTORY     - 20050705 GOOD             MACTEC
 AH9325
 AH9325                          STATION DESCRIPTION
 AH9325
 AH9325'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1998 (RLW)
 AH9325'THE STATION IS ABOUT 18.5 MI (29.8 KM) NORTHWEST OF OKEECHOBEE, 15.5
 AH9325'MI (24.9 KM) EAST OF LORIDA, 7.1 MI (11.4 KM) NORTHEAST OF KISSIMMEE
 AH9325'RIVER CANAL C-38 IN SECTION 34, TOWNSHIP 34 SOUTH, RANGE 33 EAST.  TO
 AH9325'REACH STATION FROM THE INTERSECTION OF U.S.HIGHWAY 98/441 (PARROT AVE)
 AH9325'AND U.S.HIGHWAY 98/STATE HIGHWAY 70 (N PARK ST) IN OKEECHOBEE, GO WEST
 AH9325'ON U.S.HIGHWAY 98/STATE HIGHWAY 70 1.15 MI (1.85 KM) , THEN TURN RIGHT
 AH9325'AND CONTINUE NORTHWEST ON U.S.HIGHWAY 98/STATE ROAD 700 14.1 MI (22.7
 AH9325'KM) TO THE JUNCTION WITH COUNTY ROAD 700A/DURRANCE ROAD (NW 176TH AVE)
 AH9325', THEN TURN RIGHT AND PROCEED NORTH 5.5 MI (8.9 KM) TO A JUNCTION WITH
 AH9325'COUNTY ROAD 724 (NW 220TH ST) , THEN TURN LEFT AND PROCEED WEST FOR
 AH9325'115 FT (35.1 M) TO THE STATION ON THE RIGHT, AN ALUMINUM GPS SURVEY
 AH9325'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 FT (6.1 CM)
 AH9325'BELOW GROUND LEVEL.  LOCATED 16 FT (4.9 M) NORTH OF THE CENTERLINE OF
 AH9325'COUNTY ROAD 724 (NW 220TH ST) , 115.0 FT (35.1 M) WEST OF THE
 AH9325'CENTERLINE EXTENDED OF COUNTY ROAD 700A (NW 176TH AVE) , 28.6 FT (8.7
 AH9325'M) WEST OF THE WEST END OF A CONCRETE HEADWALL TO A CULVERT UNDER
 AH9325'COUNTY ROAD 724, 44 FT (13.4 M) EAST OF THE CENTERLINE OF A SAND DRIVE
 AH9325'LEADING NORTH, 17.6 FT (5.4 M) SOUTHEAST OF THE CONCRETE WESTMOST
 AH9325'GUARDRAIL POST, 2.6 FT (0.8 M) SOUTH OF A N.G.S.CARSONITE WITNESS POST
 AH9325'AT GUARDRAIL.
 AH9325
 AH9325                          STATION RECOVERY (2000)
 AH9325
 AH9325'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AH9325'THE MARK IS ABOUT 34.5 MI (55.5 KM) SOUTHEAST OF SEBRING, 17.0 MI
 AH9325'(27.4 KM) NORTHWEST OF OKEECHOBEE, 16.0 MI (25.7 KM) SOUTHWEST OF FORT
 AH9325'DRUM AT THE JUNCTION OF COUNTY ROAD 700-A AND COUNTY ROAD 724, IN
 AH9325'SECTION 34, TOWNSHIP 34 SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM
 AH9325'THE INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.
 AH9325'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON
 AH9325'U.S.  HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM)
 AH9325'TO THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AH9325'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AH9325'RAILROAD TRACK, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 11.9 MI
 AH9325'(19.2 KM) TO THE JUNCTION OF COUNTY ROAD 68 EAST ON THE RIGHT,
 AH9325'CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 1.85 MI (2.98 KM) TO
 AH9325'THE JUNCTION OF COUNTY ROAD 700-A ON THE RIGHT, TURN RIGHT ON COUNTY
 AH9325'ROAD 700-A AND GO NORTH FOR 5.4 MI (8.7 KM) TO THE JUNCTION OF COUNTY
 AH9325'ROAD 724 AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AH9325'MONUMENT RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND 0.6
 AH9325'FT (18.3 CM) BELOW THE LEVEL OF COUNTY ROAD 724.  THE MARK CAN ALSO BE
 AH9325'REACHED FROM THE JUNCTION OF STATE ROAD 70 (PARK STREET) AND U.S.
 AH9325'HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE, GO NORTH ON U.S.  HIGHWAY
 AH9325'441 (PARROTT STREET) FOR 14.4 MI (23.2 KM) TO THE JUNCTION OF COUNTY
 AH9325'ROAD 68 ON THE RIGHT, CONTINUE NORTH ON U.S.  HIGHWAY 441 FOR 1.0 MI
 AH9325'(1.6 KM) TO THE JUNCTION OF COUNTY ROAD 724 (NW 240TH STREET) ON THE
 AH9325'LEFT, TURN LEFT ON COUNTY ROAD 724 (NW 240TH STREET) AND GO WEST FOR
 AH9325'12.2 MI (19.6 KM) TO THE JUNCTION OF COUNTY ROAD 700-A (NW 176TH
 AH9325'AVENUE) ON THE LEFT AND THE MARK ON THE RIGHT. LOCATED 117.5 FT (35.8
 AH9325'M) WEST OF THE CENTERLINE OF NORTHWEST 176TH AVENUE, 18.9 FT (5.8 M)
 AH9325'EAST OF THE WEST END OF A METAL GUARDRAIL, 17.7 FT (5.4 M) NORTH OF
 AH9325'THE CENTERLINE OF COUNTY ROAD 724, 2.4 FT (0.7 M) SOUTH OF A CARSONITE
 AH9325'WITNESS POST AND 2.0 FT (0.6 M) SOUTH OF A METAL GUARDRAIL.
 AH9325
 AH9325                          STATION RECOVERY (2004)
 AH9325
 AH9325'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AH9325'RECOVERED AS DESCRIBED.
 AH9325
 AH9325                          STATION RECOVERY (2005)
 AH9325
 AH9325'RECOVERY NOTE BY MACTEC ENGINEERING AND CONSULTING 2005 (CGB)
 AH9325'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0201 ***********************************************************************
 AG0201  DESIGNATION -  344 FLHD
 AG0201  PID         -  AG0201
 AG0201  STATE/COUNTY-  FL/PINELLAS
 AG0201  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0201
 AG0201                         *CURRENT SURVEY CONTROL
 AG0201  ___________________________________________________________________
 AG0201* NAD 83(1986)-  27 37 55.     (N)    082 42 05.     (W)     SCALED    
 AG0201* NAVD 88     -         0.687  (meters)       2.25   (feet)  ADJUSTED  
 AG0201  ___________________________________________________________________
 AG0201  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG0201  DYNAMIC HT  -           0.686 (meters)       2.25  (feet)  COMP
 AG0201  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 AG0201
 AG0201  VERT ORDER  -  SECOND    CLASS II
 AG0201
 AG0201.The horizontal coordinates were scaled from a topographic map and have
 AG0201.an estimated accuracy of +/- 6 seconds.
 AG0201
 AG0201.The orthometric height was determined by differential leveling
 AG0201.and adjusted by the National Geodetic Survey in June 1991..
 AG0201
 AG0201.The geoid height was determined by GEOID03.
 AG0201
 AG0201.The dynamic height is computed by dividing the NAVD 88
 AG0201.geopotential number by the normal gravity value computed on the
 AG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0201.degrees latitude (g = 980.6199 gals.).
 AG0201
 AG0201.The modeled gravity was interpolated from observed gravity values.
 AG0201
 AG0201;                    North         East    Units  Estimated Accuracy
 AG0201;SPC FL W     -   365,620.      130,780.      MT  (+/- 180 meters Scaled)
 AG0201
 AG0201                          SUPERSEDED SURVEY CONTROL
 AG0201
 AG0201  NGVD 29 (??/??/92)    0.977  (m)            3.21   (f) ADJ UNCH    2 2
 AG0201
 AG0201.Superseded values are not recommended for survey control.
 AG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0201.See file dsdata.txt to determine how the superseded data were derived.
 AG0201
 AG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL321575(NAD 83)
 AG0201_MARKER: DD = SURVEY DISK
 AG0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0201_SP_SET: CULVERT
 AG0201_STAMPING: 344
 AG0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0201+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 AG0201
 AG0201  HISTORY     - Date     Condition        Report By
 AG0201  HISTORY     - UNK      MONUMENTED       FLHD
 AG0201  HISTORY     - 1976     GOOD             NGS
 AG0201  HISTORY     - 19910426 GOOD             USPSQD
 AG0201  HISTORY     - 19971002 GOOD             USPSQD
 AG0201  HISTORY     - 20000130 GOOD             USPSQD
 AG0201  HISTORY     - 20041001 GOOD             USPSQD
 AG0201
 AG0201                          STATION DESCRIPTION
 AG0201
 AG0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0201'IN ST PETERSBURG.
 AG0201'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0201'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0201'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0201'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0201'SOUTHERLY FOR 6.85 MILE TO THE INTERSECTION OF SR 699.  TURN LEFT ON
 AG0201'SR 699 AND RUN EASTERLY AND NORTHERLY FOR 1.05 MILES.  STATION ON
 AG0201'RIGHT, 40.8 FT. EAST OF THE CENTERLINE OF SR 699.  SET IN THE TOP OF
 AG0201'HEADWALL.
 AG0201
 AG0201                          STATION RECOVERY (1991)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0201'RECOVERED IN GOOD CONDITION.
 AG0201
 AG0201                          STATION RECOVERY (1997)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0201'RECOVERED IN GOOD CONDITION.
 AG0201
 AG0201                          STATION RECOVERY (2000)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0201'RECOVERED IN GOOD CONDITION.
 AG0201
 AG0201                          STATION RECOVERY (2004)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0201'THE MARK IS 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0202 ***********************************************************************
 AG0202  DESIGNATION -  345 FLHD
 AG0202  PID         -  AG0202
 AG0202  STATE/COUNTY-  FL/PINELLAS
 AG0202  USGS QUAD   -  ANNA MARIA (1981)
 AG0202
 AG0202                         *CURRENT SURVEY CONTROL
 AG0202  ___________________________________________________________________
 AG0202* NAD 83(1986)-  27 37 01.     (N)    082 44 05.     (W)     SCALED    
 AG0202* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 AG0202  ___________________________________________________________________
 AG0202  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG0202  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 AG0202  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 AG0202
 AG0202  VERT ORDER  -  SECOND    CLASS II
 AG0202
 AG0202.The horizontal coordinates were scaled from a topographic map and have
 AG0202.an estimated accuracy of +/- 6 seconds.
 AG0202
 AG0202.The orthometric height was determined by differential leveling
 AG0202.and adjusted by the National Geodetic Survey in June 1991..
 AG0202
 AG0202.The geoid height was determined by GEOID03.
 AG0202
 AG0202.The dynamic height is computed by dividing the NAVD 88
 AG0202.geopotential number by the normal gravity value computed on the
 AG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0202.degrees latitude (g = 980.6199 gals.).
 AG0202
 AG0202.The modeled gravity was interpolated from observed gravity values.
 AG0202
 AG0202;                    North         East    Units  Estimated Accuracy
 AG0202;SPC FL W     -   363,980.      127,480.      MT  (+/- 180 meters Scaled)
 AG0202
 AG0202                          SUPERSEDED SURVEY CONTROL
 AG0202
 AG0202  NGVD 29 (??/??/92)    1.311  (m)            4.30   (f) ADJ UNCH    2 2
 AG0202
 AG0202.Superseded values are not recommended for survey control.
 AG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0202.See file dsdata.txt to determine how the superseded data were derived.
 AG0202
 AG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288559(NAD 83)
 AG0202_MARKER: DD = SURVEY DISK
 AG0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0202_SP_SET: CULVERT
 AG0202_STAMPING: 345
 AG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0202+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0202
 AG0202  HISTORY     - Date     Condition        Report By
 AG0202  HISTORY     - UNK      MONUMENTED       FLHD
 AG0202  HISTORY     - 1976     GOOD             NGS
 AG0202  HISTORY     - 19910510 GOOD             USPSQD
 AG0202  HISTORY     - 19971031 GOOD             USPSQD
 AG0202  HISTORY     - 20000130 GOOD             USPSQD
 AG0202  HISTORY     - 20041209 GOOD             PINCPW
 AG0202
 AG0202                          STATION DESCRIPTION
 AG0202
 AG0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0202'IN ST PETERSBURG.
 AG0202'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0202'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0202'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0202'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0202'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0202'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 1.40 MILES.  STATION ON
 AG0202'LEFT, 53.0 FT. S.W. OF THE CENTERLINE OF S.R. 699, 152.2 FT. WEST OF A
 AG0202'POWER POLE (NO NUMBER).  SET IN TOP OF A CONCRETE HEADWALL.
 AG0202
 AG0202                          STATION RECOVERY (1991)
 AG0202
 AG0202'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0202'RECOVERED IN GOOD CONDITION.
 AG0202
 AG0202                          STATION RECOVERY (1997)
 AG0202
 AG0202'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0202'RECOVERED IN GOOD CONDITION.
 AG0202
 AG0202                          STATION RECOVERY (2000)
 AG0202
 AG0202'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0202'RECOVERED IN GOOD CONDITION.
 AG0202
 AG0202                          STATION RECOVERY (2004)
 AG0202
 AG0202'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0203 ***********************************************************************
 AG0203  DESIGNATION -  346 FLHD
 AG0203  PID         -  AG0203
 AG0203  STATE/COUNTY-  FL/PINELLAS
 AG0203  USGS QUAD   -  ANNA MARIA (1981)
 AG0203
 AG0203                         *CURRENT SURVEY CONTROL
 AG0203  ___________________________________________________________________
 AG0203* NAD 83(1986)-  27 37 25.     (N)    082 44 05.     (W)     SCALED    
 AG0203* NAVD 88     -         0.346  (meters)       1.14   (feet)  ADJUSTED  
 AG0203  ___________________________________________________________________
 AG0203  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG0203  DYNAMIC HT  -           0.346 (meters)       1.14  (feet)  COMP
 AG0203  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 AG0203
 AG0203  VERT ORDER  -  SECOND    CLASS II
 AG0203
 AG0203.The horizontal coordinates were scaled from a topographic map and have
 AG0203.an estimated accuracy of +/- 6 seconds.
 AG0203
 AG0203.The orthometric height was determined by differential leveling
 AG0203.and adjusted by the National Geodetic Survey in June 1991..
 AG0203
 AG0203.The geoid height was determined by GEOID03.
 AG0203
 AG0203.The dynamic height is computed by dividing the NAVD 88
 AG0203.geopotential number by the normal gravity value computed on the
 AG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0203.degrees latitude (g = 980.6199 gals.).
 AG0203
 AG0203.The modeled gravity was interpolated from observed gravity values.
 AG0203
 AG0203;                    North         East    Units  Estimated Accuracy
 AG0203;SPC FL W     -   364,720.      127,490.      MT  (+/- 180 meters Scaled)
 AG0203
 AG0203                          SUPERSEDED SURVEY CONTROL
 AG0203
 AG0203  NGVD 29 (??/??/92)    0.636  (m)            2.09   (f) ADJ UNCH    2 2
 AG0203
 AG0203.Superseded values are not recommended for survey control.
 AG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0203.See file dsdata.txt to determine how the superseded data were derived.
 AG0203
 AG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288567(NAD 83)
 AG0203_MARKER: DD = SURVEY DISK
 AG0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0203_SP_SET: CULVERT
 AG0203_STAMPING: 346
 AG0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0203+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0203
 AG0203  HISTORY     - Date     Condition        Report By
 AG0203  HISTORY     - UNK      MONUMENTED       FLHD
 AG0203  HISTORY     - 1976     GOOD             NGS
 AG0203  HISTORY     - 19910426 POOR             USPSQD
 AG0203  HISTORY     - 19991129 GOOD             USPSQD
 AG0203  HISTORY     - 20000130 GOOD             USPSQD
 AG0203  HISTORY     - 20010331 GOOD             NGS
 AG0203  HISTORY     - 20041209 GOOD             PINCPW
 AG0203
 AG0203                          STATION DESCRIPTION
 AG0203
 AG0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0203'IN ST PETERSBURG.
 AG0203'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0203'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0203'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0203'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0203'SOUTHERELY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0203'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 1.95 MILE. STATION ON
 AG0203'LEFT, 46.5 FT. WEST OF THE CENTERLINE OF S.R. 699, 149.6 FT. N.W. OF A
 AG0203'POWER POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0203
 AG0203                          STATION RECOVERY (1991)
 AG0203
 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0203'MARK RECOVERED IN POOR CONDITION.
 AG0203
 AG0203                          STATION RECOVERY (1999)
 AG0203
 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0203'RECOVERED IN GOOD CONDITION.
 AG0203
 AG0203                          STATION RECOVERY (2000)
 AG0203
 AG0203'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0203'RECOVERED IN GOOD CONDITION.
 AG0203
 AG0203                          STATION RECOVERY (2001)
 AG0203
 AG0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0203
 AG0203                          STATION RECOVERY (2004)
 AG0203
 AG0203'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0204 ***********************************************************************
 AG0204  DESIGNATION -  347 FLHD
 AG0204  PID         -  AG0204
 AG0204  STATE/COUNTY-  FL/PINELLAS
 AG0204  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0204
 AG0204                         *CURRENT SURVEY CONTROL
 AG0204  ___________________________________________________________________
 AG0204* NAD 83(1986)-  27 37 43.     (N)    082 44 05.     (W)     SCALED    
 AG0204* NAVD 88     -         0.455  (meters)       1.49   (feet)  ADJUSTED  
 AG0204  ___________________________________________________________________
 AG0204  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG0204  DYNAMIC HT  -           0.454 (meters)       1.49  (feet)  COMP
 AG0204  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 AG0204
 AG0204  VERT ORDER  -  SECOND    CLASS II
 AG0204
 AG0204.The horizontal coordinates were scaled from a topographic map and have
 AG0204.an estimated accuracy of +/- 6 seconds.
 AG0204
 AG0204.The orthometric height was determined by differential leveling
 AG0204.and adjusted by the National Geodetic Survey in June 1991..
 AG0204
 AG0204.The geoid height was determined by GEOID03.
 AG0204
 AG0204.The dynamic height is computed by dividing the NAVD 88
 AG0204.geopotential number by the normal gravity value computed on the
 AG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0204.degrees latitude (g = 980.6199 gals.).
 AG0204
 AG0204.The modeled gravity was interpolated from observed gravity values.
 AG0204
 AG0204;                    North         East    Units  Estimated Accuracy
 AG0204;SPC FL W     -   365,270.      127,490.      MT  (+/- 180 meters Scaled)
 AG0204
 AG0204                          SUPERSEDED SURVEY CONTROL
 AG0204
 AG0204  NGVD 29 (??/??/92)    0.745  (m)            2.44   (f) ADJ UNCH    2 2
 AG0204
 AG0204.Superseded values are not recommended for survey control.
 AG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0204.See file dsdata.txt to determine how the superseded data were derived.
 AG0204
 AG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288572(NAD 83)
 AG0204_MARKER: DD = SURVEY DISK
 AG0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0204_SP_SET: CULVERT
 AG0204_STAMPING: 347
 AG0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0204+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0204
 AG0204  HISTORY     - Date     Condition        Report By
 AG0204  HISTORY     - UNK      MONUMENTED       FLHD
 AG0204  HISTORY     - 1976     GOOD             NGS
 AG0204  HISTORY     - 19910426 POOR             USPSQD
 AG0204  HISTORY     - 19991129 GOOD             USPSQD
 AG0204  HISTORY     - 20000130 GOOD             USPSQD
 AG0204  HISTORY     - 20010331 GOOD             NGS
 AG0204  HISTORY     - 20041209 GOOD             PINCPW
 AG0204
 AG0204                          STATION DESCRIPTION
 AG0204
 AG0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0204'IN ST PETERSBURG.
 AG0204'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 19 AND U.S.
 AG0204'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0204'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0204'LEADING SOUTH TO FORT DESOTO PARK) TURN LEFT AND RUN SOUTHERLY FOR
 AG0204'6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT ON S.R. 699
 AG0204'AND RUN WESTERLY AND NORTHERLY FOR 2.35 MILES.  STATION ON LEFT 42.7
 AG0204'FT. WEST OF THE CENTERLINE OF S.R. 699, 139.7 FT. S.W. OF A POWER POLE
 AG0204'(NO NUMBER).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0204
 AG0204                          STATION RECOVERY (1991)
 AG0204
 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0204'MARK RECOVERED IN POOR CONDITION.
 AG0204
 AG0204                          STATION RECOVERY (1999)
 AG0204
 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0204'RECOVERED IN GOOD CONDITION.
 AG0204
 AG0204                          STATION RECOVERY (2000)
 AG0204
 AG0204'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0204'RECOVERED IN GOOD CONDITION.
 AG0204
 AG0204                          STATION RECOVERY (2001)
 AG0204
 AG0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0204
 AG0204                          STATION RECOVERY (2004)
 AG0204
 AG0204'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0205 ***********************************************************************
 AG0205  DESIGNATION -  348 FLHD
 AG0205  PID         -  AG0205
 AG0205  STATE/COUNTY-  FL/PINELLAS
 AG0205  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0205
 AG0205                         *CURRENT SURVEY CONTROL
 AG0205  ___________________________________________________________________
 AG0205* NAD 83(1986)-  27 38 19.     (N)    082 44 11.     (W)     SCALED    
 AG0205* NAVD 88     -         0.548  (meters)       1.80   (feet)  ADJUSTED  
 AG0205  ___________________________________________________________________
 AG0205  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG0205  DYNAMIC HT  -           0.547 (meters)       1.79  (feet)  COMP
 AG0205  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 AG0205
 AG0205  VERT ORDER  -  SECOND    CLASS II
 AG0205
 AG0205.The horizontal coordinates were scaled from a topographic map and have
 AG0205.an estimated accuracy of +/- 6 seconds.
 AG0205
 AG0205.The orthometric height was determined by differential leveling
 AG0205.and adjusted by the National Geodetic Survey in June 1991..
 AG0205
 AG0205.The geoid height was determined by GEOID03.
 AG0205
 AG0205.The dynamic height is computed by dividing the NAVD 88
 AG0205.geopotential number by the normal gravity value computed on the
 AG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0205.degrees latitude (g = 980.6199 gals.).
 AG0205
 AG0205.The modeled gravity was interpolated from observed gravity values.
 AG0205
 AG0205;                    North         East    Units  Estimated Accuracy
 AG0205;SPC FL W     -   366,380.      127,330.      MT  (+/- 180 meters Scaled)
 AG0205
 AG0205                          SUPERSEDED SURVEY CONTROL
 AG0205
 AG0205  NGVD 29 (??/??/92)    0.838  (m)            2.75   (f) ADJ UNCH    2 2
 AG0205
 AG0205.Superseded values are not recommended for survey control.
 AG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0205.See file dsdata.txt to determine how the superseded data were derived.
 AG0205
 AG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286583(NAD 83)
 AG0205_MARKER: DD = SURVEY DISK
 AG0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0205_SP_SET: CULVERT
 AG0205_STAMPING: 348
 AG0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0205+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0205
 AG0205  HISTORY     - Date     Condition        Report By
 AG0205  HISTORY     - UNK      MONUMENTED       FLHD
 AG0205  HISTORY     - 1976     GOOD             NGS
 AG0205  HISTORY     - 19910426 MARK NOT FOUND   USPSQD
 AG0205  HISTORY     - 19971031 GOOD             USPSQD
 AG0205  HISTORY     - 20000130 GOOD             USPSQD
 AG0205  HISTORY     - 20041209 GOOD             PINCPW
 AG0205
 AG0205                          STATION DESCRIPTION
 AG0205
 AG0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0205'IN ST PETERSBURG.
 AG0205'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0205'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0205'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0205'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0205'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0205'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 3.00 MILES.  STATION ON
 AG0205'LEFT, 42.7 FT. W.S.W. OF THE CENTERLINE OF S.R. 699, 150.4 FT. WEST OF
 AG0205'A POWER POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0205
 AG0205                          STATION RECOVERY (1991)
 AG0205
 AG0205'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0205'MARK NOT FOUND.
 AG0205
 AG0205                          STATION RECOVERY (1997)
 AG0205
 AG0205'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0205'RECOVERED IN GOOD CONDITION.
 AG0205
 AG0205                          STATION RECOVERY (2000)
 AG0205
 AG0205'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0205'RECOVERED IN GOOD CONDITION.
 AG0205
 AG0205                          STATION RECOVERY (2004)
 AG0205
 AG0205'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6856 ***********************************************************************
 DG6856  DESIGNATION -  349 A
 DG6856  PID         -  DG6856
 DG6856  STATE/COUNTY-  FL/HENDRY
 DG6856  USGS QUAD   -  LITTLE CYPRESS (1990)
 DG6856
 DG6856                         *CURRENT SURVEY CONTROL
 DG6856  ___________________________________________________________________
 DG6856* NAD 83(1986)-  26 27 42.     (N)    080 56 12.     (W)     SCALED    
 DG6856* NAVD 88     -         3.864  (meters)      12.68   (feet)  ADJUSTED  
 DG6856  ___________________________________________________________________
 DG6856  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DG6856  DYNAMIC HT  -           3.858 (meters)      12.66  (feet)  COMP
 DG6856  MODELED GRAV-     979,069.1   (mgal)                       NAVD 88
 DG6856
 DG6856  VERT ORDER  -  FIRST     CLASS II
 DG6856
 DG6856.The horizontal coordinates were scaled from a topographic map and have
 DG6856.an estimated accuracy of +/- 6 seconds.
 DG6856
 DG6856.The orthometric height was determined by differential leveling
 DG6856.and adjusted by the National Geodetic Survey in December 2004..
 DG6856
 DG6856.The geoid height was determined by GEOID03.
 DG6856
 DG6856.The dynamic height is computed by dividing the NAVD 88
 DG6856.geopotential number by the normal gravity value computed on the
 DG6856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6856.degrees latitude (g = 980.6199 gals.).
 DG6856
 DG6856.The modeled gravity was interpolated from observed gravity values.
 DG6856
 DG6856;                    North         East    Units  Estimated Accuracy
 DG6856;SPC FL E     -   235,760.      206,320.      MT  (+/- 180 meters Scaled)
 DG6856
 DG6856                          SUPERSEDED SURVEY CONTROL
 DG6856
 DG6856.No superseded survey control is available for this station.
 DG6856
 DG6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK063268(NAD 83)
 DG6856_MARKER: DD = SURVEY DISK
 DG6856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6856_SP_SET: FLOOD CONTROL STRUCTURE
 DG6856_STAMPING: 349 A 2003
 DG6856_MARK LOGO: FLDEP 
 DG6856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6856+STABILITY: SURFACE MOTION
 DG6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6856+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 DG6856
 DG6856  HISTORY     - Date     Condition        Report By
 DG6856  HISTORY     - 20030307 MONUMENTED       FLDEP
 DG6856
 DG6856                          STATION DESCRIPTION
 DG6856
 DG6856'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6856'THE MARK IS ABOUT 31.3 MI EAST OF IMMOKALEE, 24.0 MI SOUTH OF
 DG6856'CLEWISTON, IN SECTION 28,  TOWNSHIP 46 SOUTH, RANGE 34 EAST.
 DG6856' 
 DG6856'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 SOUTHBOUND
 DG6856'LANES AND MIAMI  CANAL ROAD IN LAKE HARBOR (ABOUT 6.5 MI WESTERLY OF
 DG6856'SOUTHBAY), GO SOUTHERLY ON MIAMI  CANAL ROAD FOR 0.15 MI TO THE
 DG6856'INTERSECTION OF CORKSCREW BOULEVARD, CONTINUE  SOUTHERLY ON THE MIAMI
 DG6856'CANAL ROAD FOR 0.65 MI TO THE END OF THE PAVEMENT, CONTINUE  SOUTHERLY
 DG6856'(ON THE WEST SIDE OF MIAMI CANAL) FOR 8.55 MI TO THE INTERSECTION OF A
 DG6856'PAVED  ROAD (AT A BRIDGE SPANNING THE MIAMI CANAL), CONTINUE SOUTHERLY
 DG6856'ON THE WEST SIDE OF THE  MIAMI CANAL FOR 6.15 MI TO A CANAL LEADING
 DG6856'WEST AND A 90 DEGREE BEND RIGHT, CONTINUE  WESTERLY ON THE LEVEE ROAD
 DG6856'FOR 0.05 MI TO A ONE LANE BRIDGE ON THE LEFT, CONTINUE  WESTERLY ON
 DG6856'THE LEVEE ROAD FOR APPROXIMATELY 75.0 FT TO A LOCKED GATE, PASSING
 DG6856'THROUGH THE GATE, CONTINUE WESTERLY ON THE LEVEE ROAD FOR 4.8 MI TO
 DG6856'THE T-JUNCTION OF A  NORTH-SOUTH LEVEE ROAD, TURN LEFT ON THE LEVEE
 DG6856'ROAD AND GO SOUTH FOR 1.85 MI TO THE  JUNCTION OF A LEVEE ROAD ON THE
 DG6856'RIGHT LEADING WEST, TURN RIGHT ON THE LEVEE ROAD AND  GO WEST FOR 2.0
 DG6856'MI TO THE JUNCTION OF A LEVEE ROAD ON THE RIGHT LEADING NORTH, TURN
 DG6856'RIGHT ON THE LEVEE ROAD AND GO NORTH FOR 1.95 MI THE INTERSECTION OF A
 DG6856'LEVEE ROAD  LEADING EAST-WEST, TURN LEFT ON THE LEVEE ROAD AND GO WEST
 DG6856'FOR 1.3 MI TO THE MARK ON  THE RIGHT, A FLDEP DISK SET FLUSH IN THE
 DG6856'TOP OF THE SOUTHWEST END OF THE FLOOD CONTROL  STRUCTURE 6.0 FT BELOW
 DG6856'THE LEVEL OF THE LEVEE ROAD.
 DG6856' 
 DG6856'LOCATED 42.7 FT NORTH OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD
 DG6856'AND 4.0 FT WEST  OF THE SOUTHWEST CORNER OF STRUCTURE G-349A.
 DG6856' 
 DG6856'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT AT PHONE NUMBER
 DG6856'813-983-1431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0206 ***********************************************************************
 AG0206  DESIGNATION -  349 FLHD
 AG0206  PID         -  AG0206
 AG0206  STATE/COUNTY-  FL/PINELLAS
 AG0206  USGS QUAD   -  CLEARWATER (1987)
 AG0206
 AG0206                         *CURRENT SURVEY CONTROL
 AG0206  ___________________________________________________________________
 AG0206* NAD 83(1986)-  27 57 37.     (N)    082 46 17.     (W)     SCALED    
 AG0206* NAVD 88     -        21.782  (meters)      71.46   (feet)  ADJUSTED  
 AG0206  ___________________________________________________________________
 AG0206  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0206  DYNAMIC HT  -          21.750 (meters)      71.36  (feet)  COMP
 AG0206  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AG0206
 AG0206  VERT ORDER  -  SECOND    CLASS II
 AG0206
 AG0206.The horizontal coordinates were scaled from a topographic map and have
 AG0206.an estimated accuracy of +/- 6 seconds.
 AG0206
 AG0206.The orthometric height was determined by differential leveling
 AG0206.and adjusted by the National Geodetic Survey in June 1991..
 AG0206
 AG0206.The geoid height was determined by GEOID03.
 AG0206
 AG0206.The dynamic height is computed by dividing the NAVD 88
 AG0206.geopotential number by the normal gravity value computed on the
 AG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0206.degrees latitude (g = 980.6199 gals.).
 AG0206
 AG0206.The modeled gravity was interpolated from observed gravity values.
 AG0206
 AG0206;                    North         East    Units  Estimated Accuracy
 AG0206;SPC FL W     -   402,050.      124,100.      MT  (+/- 180 meters Scaled)
 AG0206
 AG0206                          SUPERSEDED SURVEY CONTROL
 AG0206
 AG0206  NGVD 29 (??/??/92)   22.044  (m)           72.32   (f) ADJ UNCH    2 2
 AG0206
 AG0206.Superseded values are not recommended for survey control.
 AG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0206.See file dsdata.txt to determine how the superseded data were derived.
 AG0206
 AG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL257940(NAD 83)
 AG0206_MARKER: DD = SURVEY DISK
 AG0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0206_SP_SET: CONCRETE INLET
 AG0206_STAMPING: 349
 AG0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0206
 AG0206  HISTORY     - Date     Condition        Report By
 AG0206  HISTORY     - UNK      MONUMENTED       FLHD
 AG0206  HISTORY     - 1976     GOOD             NGS
 AG0206
 AG0206                          STATION DESCRIPTION
 AG0206
 AG0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0206'IN CLEARWATER.
 AG0206'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0206'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 2.55 MILES TO THE
 AG0206'INTERSECTION OF YELVINGTON AVE.  STATION ON LEFT, S.W. CORNER, 45.4
 AG0206'FT. SOUTH OF THE CENTERLINE OF GULF TO BAY BLVD., 51.1 FT. WEST OF THE
 AG0206'CENTERLINE OF YELVINGTON AVE.  SET IN THE TOP OF A CONCRETE INLET.
 AG0206'SECTION 14, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE8159 ***********************************************************************
 AE8159  SACS        -  This is a Secondary Airport Control Station.
 AE8159  DESIGNATION -  34J A
 AE8159  PID         -  AE8159
 AE8159  STATE/COUNTY-  FL/VOLUSIA
 AE8159  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AE8159
 AE8159                         *CURRENT SURVEY CONTROL
 AE8159  ___________________________________________________________________
 AE8159* NAD 83(1999)-  29 03 34.57581(N)    080 56 43.50576(W)     ADJUSTED  
 AE8159* NAVD 88     -         1.99   (meters)       6.5    (feet)  GPS OBS   
 AE8159  ___________________________________________________________________
 AE8159  X           -     878,092.688 (meters)                     COMP
 AE8159  Y           -  -5,510,081.182 (meters)                     COMP
 AE8159  Z           -   3,079,664.803 (meters)                     COMP
 AE8159  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AE8159  ELLIP HEIGHT-         -26.26  (meters)          (01/22/02) GPS OBS
 AE8159  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AE8159
 AE8159  HORZ ORDER  -  FIRST
 AE8159  ELLP ORDER  -  FOURTH    CLASS II
 AE8159
 AE8159.This mark is at New Smyrna Bch Muni Airport (34J)
 AE8159
 AE8159.The horizontal coordinates were established by GPS observations
 AE8159.and adjusted by the National Geodetic Survey in January 2002..
 AE8159
 AE8159.The orthometric height was determined by GPS observations and a
 AE8159.high-resolution geoid model.
 AE8159
 AE8159.GPS derived orthometric heights for airport stations designated as
 AE8159.PACS or SACS are published to 2 decimal places.  This maintains
 AE8159.centimeter relative accuracy between the PACS and SACS.  It does
 AE8159.not indicate centimeter accuracy relative to other marks which are
 AE8159.part of the NAVD 88 network.
 AE8159
 AE8159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8159
 AE8159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8159
 AE8159.The ellipsoidal height was determined by GPS observations
 AE8159.and is referenced to NAD 83.
 AE8159
 AE8159.The geoid height was determined by GEOID03.
 AE8159
 AE8159;                    North         East     Units Scale Factor Converg.
 AE8159;SPC FL E     -   523,637.212   205,315.018   MT  0.99994152   +0 01 35.4
 AE8159;SPC FL E     - 1,717,966.42    673,604.35   sFT  0.99994152   +0 01 35.4
 AE8159;UTM  17      - 3,214,590.530   505,313.205   MT  0.99960035   +0 01 35.4
 AE8159
 AE8159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8159!SPC FL E     -   1.00000412  x   0.99994152  =   0.99994564
 AE8159!UTM  17      -   1.00000412  x   0.99960035  =   0.99960447
 AE8159
 AE8159:                Primary Azimuth Mark                     Grid Az
 AE8159:SPC FL E     -  SMYRNAPORT                               173 57 49.4
 AE8159:UTM  17      -  SMYRNAPORT                               173 57 49.4
 AE8159
 AE8159|---------------------------------------------------------------------|
 AE8159| PID    Reference Object                     Distance      Geod. Az  |
 AE8159|                                                           dddmmss.s |
 AE8159| AQ2651 SMYRNAPORT                          APPROX. 0.6 KM 1735924.8 |
 AE8159|---------------------------------------------------------------------|
 AE8159
 AE8159                          SUPERSEDED SURVEY CONTROL
 AE8159
 AE8159  NAD 83(1990)-  29 03 34.57471(N)    080 56 43.50557(W) AD(       ) 1
 AE8159  ELLIP H (03/27/98)  -26.25   (m)                       GP(       ) 4 2
 AE8159
 AE8159.Superseded values are not recommended for survey control.
 AE8159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8159.See file dsdata.txt to determine how the superseded data were derived.
 AE8159
 AE8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0531314591(NAD 83)
 AE8159_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8159_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8159_SP_SET: CONCRETE STORM SEWER
 AE8159_STAMPING: 34J A 1996
 AE8159_MARK LOGO: NGS   
 AE8159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8159+STABILITY: SURFACE MOTION
 AE8159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8159+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE8159
 AE8159  HISTORY     - Date     Condition        Report By
 AE8159  HISTORY     - 1995     MONUMENTED       NGS
 AE8159
 AE8159                          STATION DESCRIPTION
 AE8159
 AE8159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8159'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH-NORTHWEST OF NEW
 AE8159'SMYRNA BEACH, AT THE NEW SMYRNA BEACH MUNICIPAL AIRPORT, IN THE GRASS
 AE8159'AREA NORTHEAST OF THE INTERSECTION OF RUNWAYS 02/20 AND 15/33.
 AE8159'OWNERSHIP--CITY OF NEW SMYRNA BEACH, 210 SAMS AVENUE, NEW SMYRNA
 AE8159'BEACH, FL 32168.  KENNETH LEE - AIRPORT MANAGER, (904) 424-2199.
 AE8159'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH
 AE8159'THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (DIXIE FREEWAY) AND
 AE8159'STATE ROAD 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, GO
 AE8159'NORTHWESTERLY ON US HIGHWAY 1 FOR 2.5 MI (4.0 KM) TO A PAVED ROAD LEFT
 AE8159'AND AIRPORT SIGN, TURN LEFT AND GO SOUTHWEST ON SKYLINE DRIVE FOR 0.1
 AE8159'MI (0.2 KM) TO PAVED ROAD RIGHT (AIRPORT MANAGERS OFFICE STRAIGHT
 AE8159'AHEAD) , TURN RIGHT AND GO NORTHWEST ON AREO CIRCLE FOR 0.1 TO A PAVED
 AE8159'RAMP LEFT, TURN LEFT AND GO WEST-SOUTHWEST ON THE RAMP FOR 0.1 MI (0.2
 AE8159'KM) TO A TAXIWAY, TURN RIGHT AND GO NORTH-NORTHWEST ON A PARALLEL
 AE8159'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEFT, CONTINUE AHEAD AND GO
 AE8159'NORTH-NORTHWEST ON A PARRALLEL TAXIWAY FOR 0.05 MI (0.08 KM) TO A
 AE8159'TAXIWAY LEFT, CONTINUE AHEAD AND GO NORTH-NORTHWEST ON THE PARALLEL
 AE8159'TAXIWAY FOR ABOUT 125 FT (38.1 M) TO THE STATION ON THE LEFT.  THE
 AE8159'STATION IS SET INTO THE SOUTHEAST CORNER OF A 5 FT (1.5 M) BY 4 FT
 AE8159'(1.2 M) CONCRETE STORM SEWER DRAIN THAT IS FLUSH WITH THE GROUND,
 AE8159'213.8 FT (65.2 M) EAST-SOUTHEAST OF THE CENTER OF RUNWAY 02/20, 125.5
 AE8159'FT (38.3 M) NORTH-NORTHWEST OF A PARALLEL TAXIWAY CENTER, 117.0 FT
 AE8159'(35.7 M) WEST-SOUTHWEST OF A PARALLEL TAXIWAY CENTER, 5.5 FT (1.7 M)
 AE8159'SOUTH OF A WITNESS POST, 0.3 FT (9.1 CM) NORTH OF THE SOUTH EDGE OF
 AE8159'THE CONCRETE STORM SEWER DRAIN AND 0.3 FT (9.1 CM) WEST OF THE EAST
 AE8159'EDGE OF THE CONCRETE STORM SEWER DRAIN. THIS IS A SECONDARY AIRPORT
 AE8159'CONTROL STATION.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0988 ***********************************************************************
 AR0988  DESIGNATION -  35
 AR0988  PID         -  AR0988
 AR0988  STATE/COUNTY-  FL/CITRUS
 AR0988  USGS QUAD   -  DUNNELLON (1991)
 AR0988
 AR0988                         *CURRENT SURVEY CONTROL
 AR0988  ___________________________________________________________________
 AR0988* NAD 83(1986)-  29 00 26.     (N)    082 26 59.     (W)     SCALED    
 AR0988* NAVD 88     -        35.554  (meters)     116.65   (feet)  ADJUSTED  
 AR0988  ___________________________________________________________________
 AR0988  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AR0988  DYNAMIC HT  -          35.504 (meters)     116.48  (feet)  COMP
 AR0988  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 AR0988
 AR0988  VERT ORDER  -  FIRST     CLASS I
 AR0988
 AR0988.The horizontal coordinates were scaled from a topographic map and have
 AR0988.an estimated accuracy of +/- 6 seconds.
 AR0988
 AR0988.The orthometric height was determined by differential leveling
 AR0988.and adjusted by the National Geodetic Survey in June 1991..
 AR0988
 AR0988.The geoid height was determined by GEOID03.
 AR0988
 AR0988.The dynamic height is computed by dividing the NAVD 88
 AR0988.geopotential number by the normal gravity value computed on the
 AR0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0988.degrees latitude (g = 980.6199 gals.).
 AR0988
 AR0988.The modeled gravity was interpolated from observed gravity values.
 AR0988
 AR0988;                    North         East    Units  Estimated Accuracy
 AR0988;SPC FL W     -   517,910.      156,190.      MT  (+/- 180 meters Scaled)
 AR0988
 AR0988                          SUPERSEDED SURVEY CONTROL
 AR0988
 AR0988  NGVD 29 (??/??/92)   35.801  (m)          117.46   (f) ADJ UNCH    1 1
 AR0988
 AR0988.Superseded values are not recommended for survey control.
 AR0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0988.See file dsdata.txt to determine how the superseded data were derived.
 AR0988
 AR0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587096(NAD 83)
 AR0988_MARKER: DD = SURVEY DISK
 AR0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0988_STAMPING: 35 AR 8
 AR0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0988+STABILITY: SURFACE MOTION
 AR0988
 AR0988  HISTORY     - Date     Condition        Report By
 AR0988  HISTORY     - UNK      MONUMENTED       FLGS
 AR0988  HISTORY     - 1966     GOOD             NGS
 AR0988  HISTORY     - 19910123 GOOD             USPSQD
 AR0988
 AR0988                          STATION DESCRIPTION
 AR0988
 AR0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0988'3.4 MI SE FROM DUNNELLON.
 AR0988'3.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AR0988'AT DUNNELLON, BETWEEN THE HIGHWAY AND THE ATLANTIC COAST LINE
 AR0988'RAILROAD, 132 FEET NORTHEAST OF THE NORTHEAST RAIL, 45.0 FEET
 AR0988'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 AR0988'WEST-NORTHWEST OF CABLE LINE POLE 3852, 1.0 FOOT SOUTHWEST OF
 AR0988'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 AR0988'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AR0988
 AR0988                          STATION RECOVERY (1991)
 AR0988
 AR0988'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AR0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3990 ***********************************************************************
 BE3990  DESIGNATION -  35 10
 BE3990  PID         -  BE3990
 BE3990  STATE/COUNTY-  FL/JACKSON
 BE3990  USGS QUAD   -  MALONE (1982)
 BE3990
 BE3990                         *CURRENT SURVEY CONTROL
 BE3990  ___________________________________________________________________
 BE3990* NAD 83(1990)-  30 59 46.82405(N)    085 12 39.86602(W)     ADJUSTED  
 BE3990* NAVD 88     -        51.2    (meters)     168.     (feet)  GPS OBS   
 BE3990  ___________________________________________________________________
 BE3990  X           -     456,849.633 (meters)                     COMP
 BE3990  Y           -  -5,453,116.701 (meters)                     COMP
 BE3990  Z           -   3,265,557.708 (meters)                     COMP
 BE3990  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BE3990  ELLIP HEIGHT-          23.34  (meters)          (07/29/02) GPS OBS
 BE3990  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BE3990
 BE3990  HORZ ORDER  -  FIRST
 BE3990  ELLP ORDER  -  FOURTH    CLASS I
 BE3990
 BE3990.The horizontal coordinates were established by GPS observations
 BE3990.and adjusted by the National Geodetic Survey in December 1992..
 BE3990
 BE3990.The orthometric height was determined by GPS observations and a
 BE3990.high-resolution geoid model.
 BE3990
 BE3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3990
 BE3990.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3990
 BE3990.The ellipsoidal height was determined by GPS observations
 BE3990.and is referenced to NAD 83.
 BE3990
 BE3990.The geoid height was determined by GEOID03.
 BE3990
 BE3990;                    North         East     Units Scale Factor Converg.
 BE3990;SPC FL N     -   221,511.670   532,083.666   MT  1.00005291   -0 21 26.4
 BE3990;SPC FL N     -   726,742.87  1,745,677.83   sFT  1.00005291   -0 21 26.4
 BE3990;SPC AL E     -    55,190.805   259,428.874   MT  1.00000355   +0 19 13.7
 BE3990;UTM  16      - 3,430,569.764   670,801.381   MT  0.99995986   +0 55 17.4
 BE3990
 BE3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3990!SPC FL N     -   0.99999633  x   1.00005291  =   1.00004924
 BE3990!SPC AL E     -   0.99999633  x   1.00000355  =   0.99999988
 BE3990!UTM  16      -   0.99999633  x   0.99995986  =   0.99995619
 BE3990
 BE3990:                Primary Azimuth Mark                     Grid Az
 BE3990:SPC FL N     -  HOWARD                                   328 10 47.2
 BE3990:SPC AL E     -  HOWARD                                   327 30 07.1
 BE3990:UTM  16      -  HOWARD                                   326 54 03.4
 BE3990
 BE3990|---------------------------------------------------------------------|
 BE3990| PID    Reference Object                     Distance      Geod. Az  |
 BE3990|                                                           dddmmss.s |
 BE3990| BT2091 HOWARD                              APPROX. 0.6 KM 3274920.8 |
 BE3990|---------------------------------------------------------------------|
 BE3990
 BE3990                          SUPERSEDED SURVEY CONTROL
 BE3990
 BE3990  ELLIP H (12/04/92)   23.41   (m)                       GP(       ) 4 1
 BE3990  NAD 83(1990)-  30 59 46.82913(N)    085 12 39.86739(W) AD(       ) 1
 BE3990  NGVD 29 (12/04/92)   51.2    (m)          168.     (f) GPS OBS        
 BE3990
 BE3990.Superseded values are not recommended for survey control.
 BE3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3990.See file dsdata.txt to determine how the superseded data were derived.
 BE3990
 BE3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7080130570(NAD 83)
 BE3990_MARKER: DD = SURVEY DISK
 BE3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3990_SP_SET: CONCRETE POST
 BE3990_STAMPING: 35-10 1991
 BE3990_MARK LOGO: ALHD  
 BE3990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BE3990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3990+STABILITY: SURFACE MOTION
 BE3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3990+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3990
 BE3990  HISTORY     - Date     Condition        Report By
 BE3990  HISTORY     - 1991     MONUMENTED       ALHD
 BE3990  HISTORY     - 20010725 POOR             FLDT
 BE3990
 BE3990                          STATION DESCRIPTION
 BE3990
 BE3990'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BE3990'THE STATION IS LOCATED IN JACKSON COUNTY FLORIDA ON THE WEST RIGHT OF
 BE3990'WAY OF AN UNPAVED COUNTY ROAD, ABOUT 6.15 MI (9.90 KM) SOUTHEAST OF
 BE3990'COTTONWOOD AND ABOUT 12.50 MI (20.12 KM) SOUTHWEST OF GORDON.
 BE3990'TO REACH THE STATION FROM THE JUNCTION OF ALA 53 SOUTH AND THE
 BE3990'SOUTHEAST SIDE OF ROSS CLARK CIRCLE (MILE POST 18.70 ON ALA 53 AND
 BE3990'MILE POST 12.25 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE SOUTHEAST ON
 BE3990'ALA 53 FOR 18.05 MI (29.05 KM) TO MILE POST 0.65, HOUSTON COUNTY ROAD
 BE3990'75 ON THE LEFT AND AN UNPAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON
 BE3990'THE UNPAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 0.55 MI (0.89 KM) TO
 BE3990'THE ALABAMA - FLORIDA STATE LINE, CONTINUE SOUTHWEST FOR 0.25 MI
 BE3990'(0.40 KM) TO KINS ROAD ON THE RIGHT, CONTINUE SOUTHWEST FOR 0.10 MI
 BE3990'(0.16 KM) TO THE STATION ON THE RIGHT.
 BE3990'THE STATION IS 4.6 FT (1.4 M) EAST OF A THREE STRAND ELECTRIC AND
 BE3990'BARBED WIRE FENCE ON TREATED WOOD POSTS, 17.0 FT (5.2 M) WEST OF THE
 BE3990'CENTER OF THE UNPAVED COUNTY ROAD, 98.7 FT (30.1 M) NORTH OF A POWER
 BE3990'POLE, 4.2 FT (1.3 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BE3990'WITH THE GROUND.
 BE3990'TRIANGULATION STATION HOWARD 1938 MAY BE USED AS AN AZIMUTH FOR THIS
 BE3990'STATION.
 BE3990'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY AFTER 8 P. M.
 BE3990'MR WAYNE LOCKART
 BE3990'P. O. BOX 294
 BE3990'MALONE, FLORIDA 32445
 BE3990'PHONE 904-569-2928.
 BE3990
 BE3990                          STATION RECOVERY (2001)
 BE3990
 BE3990'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BE3990'TOP OF MARK HAS BEEN BROKEN OFF
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6297 ***********************************************************************
 AD6297  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6297  DESIGNATION -  35 13.51
 AD6297  PID         -  AD6297
 AD6297  STATE/COUNTY-  FL/COLLIER
 AD6297  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6297
 AD6297                         *CURRENT SURVEY CONTROL
 AD6297  ___________________________________________________________________
 AD6297* NAD 83(1986)-  26 16 58.     (N)    081 48 07.     (W)     SCALED    
 AD6297* NAVD 88     -         3.719  (meters)      12.20   (feet)  ADJUSTED  
 AD6297  ___________________________________________________________________
 AD6297  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AD6297  DYNAMIC HT  -           3.713 (meters)      12.18  (feet)  COMP
 AD6297  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 AD6297
 AD6297  VERT ORDER  -  SECOND    CLASS I
 AD6297
 AD6297.The horizontal coordinates were scaled from a topographic map and have
 AD6297.an estimated accuracy of +/- 6 seconds.
 AD6297
 AD6297.The orthometric height was determined by differential leveling
 AD6297.and adjusted by the National Geodetic Survey in June 1991..
 AD6297
 AD6297.This Tidal Bench Mark is designated as VM 7852
 AD6297.by the Center for Operational Oceanographic Products and Services.
 AD6297
 AD6297.The geoid height was determined by GEOID03.
 AD6297
 AD6297.The dynamic height is computed by dividing the NAVD 88
 AD6297.geopotential number by the normal gravity value computed on the
 AD6297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6297.degrees latitude (g = 980.6199 gals.).
 AD6297
 AD6297.The modeled gravity was interpolated from observed gravity values.
 AD6297
 AD6297;                    North         East    Units  Estimated Accuracy
 AD6297;SPC FL E     -   216,190.      119,910.      MT  (+/- 180 meters Scaled)
 AD6297
 AD6297                          SUPERSEDED SURVEY CONTROL
 AD6297
 AD6297  NGVD 29 (09/01/92)    4.093  (m)           13.43   (f) ADJUSTED    2 1
 AD6297
 AD6297.Superseded values are not recommended for survey control.
 AD6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6297.See file dsdata.txt to determine how the superseded data were derived.
 AD6297
 AD6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK199072(NAD 83)
 AD6297_MARKER: DD = SURVEY DISK
 AD6297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6297_SP_SET: BRIDGE RAIL
 AD6297_STAMPING: 35 13.51
 AD6297_MARK LOGO: FLDT  
 AD6297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6297
 AD6297  HISTORY     - Date     Condition        Report By
 AD6297  HISTORY     - UNK      MONUMENTED       FLDT
 AD6297  HISTORY     - 1984     GOOD             FLDNR
 AD6297  HISTORY     - 1990     GOOD             USPSQD
 AD6297
 AD6297                          STATION DESCRIPTION
 AD6297
 AD6297'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6297'0.7 MI NORTH FROM NAPLES PARK.
 AD6297'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6297'0.7 MILE NORTH ON U.S. 41 TO THE MARK.  THE MARK IS SET IN THE TOP OF
 AD6297'THE BRIDGE RAIL AT THE SOUTHEAST CORNER OF THE SOUTHBOUND BRIDGE OVER
 AD6297'THE COCOHATCHEE RIVER, 18.3 FEET EAST OF THE CENTERLINE OF U.S. 41
 AD6297'SOUTHBOUND, AND 1.3 FEET NORTH OF THE SOUTH END OF THE RAIL.
 AD6297'THE MARK IS 3 FT ABOVE HIGHWAY.
 AD6297
 AD6297                          STATION RECOVERY (1990)
 AD6297
 AD6297'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2745 ***********************************************************************
 BD2745  DESIGNATION -  35 92 GPS 1
 BD2745  PID         -  BD2745
 BD2745  STATE/COUNTY-  FL/MADISON
 BD2745  USGS QUAD   -  LEE (1993)
 BD2745
 BD2745                         *CURRENT SURVEY CONTROL
 BD2745  ___________________________________________________________________
 BD2745* NAD 83(1999)-  30 24 12.45382(N)    083 21 45.83066(W)     ADJUSTED  
 BD2745* NAVD 88     -        29.1    (meters)      95.     (feet)  GPS OBS   
 BD2745  ___________________________________________________________________
 BD2745  X           -     636,373.656 (meters)                     COMP
 BD2745  Y           -  -5,468,857.707 (meters)                     COMP
 BD2745  Z           -   3,209,028.924 (meters)                     COMP
 BD2745  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BD2745  ELLIP HEIGHT-           1.06  (meters)          (07/06/01) GPS OBS
 BD2745  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BD2745
 BD2745  HORZ ORDER  -  FIRST
 BD2745  ELLP ORDER  -  FOURTH    CLASS II
 BD2745
 BD2745.The horizontal coordinates were established by GPS observations
 BD2745.and adjusted by the National Geodetic Survey in July 2001..
 BD2745
 BD2745.The orthometric height was determined by GPS observations and a
 BD2745.high-resolution geoid model.
 BD2745
 BD2745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2745
 BD2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2745
 BD2745.The ellipsoidal height was determined by GPS observations
 BD2745.and is referenced to NAD 83.
 BD2745
 BD2745.The geoid height was determined by GEOID03.
 BD2745
 BD2745;                    North         East     Units Scale Factor Converg.
 BD2745;SPC FL N     -   156,115.849   709,277.771   MT  0.99995689   +0 34 17.4
 BD2745;SPC FL N     -   512,190.08  2,327,022.15   sFT  0.99995689   +0 34 17.4
 BD2745;UTM  17      - 3,365,862.684   273,015.912   MT  1.00023565   -1 11 46.5
 BD2745
 BD2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2745!SPC FL N     -   0.99999983  x   0.99995689  =   0.99995672
 BD2745!UTM  17      -   0.99999983  x   1.00023565  =   1.00023548
 BD2745
 BD2745                          SUPERSEDED SURVEY CONTROL
 BD2745
 BD2745  NAD 83(1990)-  30 24 12.45397(N)    083 21 45.83183(W) AD(       ) 1
 BD2745  ELLIP H (02/28/94)    1.21   (m)                       GP(       ) 3 2
 BD2745
 BD2745.Superseded values are not recommended for survey control.
 BD2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2745.See file dsdata.txt to determine how the superseded data were derived.
 BD2745
 BD2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP7301665863(NAD 83)
 BD2745_MARKER: DD = SURVEY DISK
 BD2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2745_SP_SET: CONCRETE POST
 BD2745_STAMPING: 35 92 GPS 1
 BD2745_MARK LOGO: FLDT  
 BD2745_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2745+STABILITY: SURFACE MOTION
 BD2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2745+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2745
 BD2745  HISTORY     - Date     Condition        Report By
 BD2745  HISTORY     - 1992     MONUMENTED       FLDT
 BD2745
 BD2745                          STATION DESCRIPTION
 BD2745
 BD2745'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2745'THE STATION IS LOCATED ABOUT 5 MILES (8.0 KM) SOUTHEAST OF MADISON.
 BD2745'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND S.R. 53, ABOUT
 BD2745'6 MILES (9.7 KM) SOUTHEAST OF MADISON, GO NORTHWEST ON S.R. 53 FOR
 BD2745'ABOUT 0.6 MILE (1.0 KM) TO THE STATION, IN THE SOUTHWEST SHOULDER OF
 BD2745'S.R. 53.
 BD2745'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 BD2745'WITH THE GROUND, JUST WEST OF A FIRESTONE SERVICE CENTER BUILDING,
 BD2745'120.0 FEETNORTHWEST OF UTILITY POLE R 09152 A, 54.8 FEETSOUTHEAST OF
 BD2745'ANOTHER UTILITY POLE, 36.5 FEETSOUTHWEST OF THE CENTER OF THE ROAD
 BD2745'AND 15.0 FEETNORTHEAST OF A METAL WITNESS POST AT THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2746 ***********************************************************************
 BD2746  DESIGNATION -  35 92 GPS 10
 BD2746  PID         -  BD2746
 BD2746  STATE/COUNTY-  FL/MADISON
 BD2746  USGS QUAD   -  MADISON SW (1993)
 BD2746
 BD2746                         *CURRENT SURVEY CONTROL
 BD2746  ___________________________________________________________________
 BD2746* NAD 83(1999)-  30 21 46.30285(N)    083 29 19.70107(W)     ADJUSTED  
 BD2746* NAVD 88     -        44.0    (meters)     144.     (feet)  GPS OBS   
 BD2746  ___________________________________________________________________
 BD2746  X           -     624,597.914 (meters)                     COMP
 BD2746  Y           -  -5,472,519.325 (meters)                     COMP
 BD2746  Z           -   3,205,154.058 (meters)                     COMP
 BD2746  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BD2746  ELLIP HEIGHT-          16.15  (meters)          (07/06/01) GPS OBS
 BD2746  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BD2746
 BD2746  HORZ ORDER  -  FIRST
 BD2746  ELLP ORDER  -  FOURTH    CLASS II
 BD2746
 BD2746.The horizontal coordinates were established by GPS observations
 BD2746.and adjusted by the National Geodetic Survey in July 2001..
 BD2746
 BD2746.The orthometric height was determined by GPS observations and a
 BD2746.high-resolution geoid model.
 BD2746
 BD2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2746
 BD2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2746
 BD2746.The ellipsoidal height was determined by GPS observations
 BD2746.and is referenced to NAD 83.
 BD2746
 BD2746.The geoid height was determined by GEOID03.
 BD2746
 BD2746;                    North         East     Units Scale Factor Converg.
 BD2746;SPC FL N     -   151,501.493   697,203.733   MT  0.99995423   +0 30 29.3
 BD2746;SPC FL N     -   497,051.15  2,287,409.25   sFT  0.99995423   +0 30 29.3
 BD2746;UTM  17      - 3,361,621.551   260,801.465   MT  1.00030592   -1 15 31.1
 BD2746
 BD2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2746!SPC FL N     -   0.99999746  x   0.99995423  =   0.99995169
 BD2746!UTM  17      -   0.99999746  x   1.00030592  =   1.00030338
 BD2746
 BD2746                          SUPERSEDED SURVEY CONTROL
 BD2746
 BD2746  NAD 83(1990)-  30 21 46.30256(N)    083 29 19.70152(W) AD(       ) 1
 BD2746  ELLIP H (02/28/94)   16.29   (m)                       GP(       ) 3 2
 BD2746
 BD2746.Superseded values are not recommended for survey control.
 BD2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2746.See file dsdata.txt to determine how the superseded data were derived.
 BD2746
 BD2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6080161622(NAD 83)
 BD2746_MARKER: DD = SURVEY DISK
 BD2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2746_SP_SET: CONCRETE POST
 BD2746_STAMPING: 35 92 GPS 10
 BD2746_MARK LOGO: FLDT  
 BD2746_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2746+STABILITY: SURFACE MOTION
 BD2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2746+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2746
 BD2746  HISTORY     - Date     Condition        Report By
 BD2746  HISTORY     - 1992     MONUMENTED       FLDT
 BD2746
 BD2746                          STATION DESCRIPTION
 BD2746
 BD2746'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2746'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) SOUTHWEST OF MADISON,
 BD2746'ABOUT 19 MILES (30.6 KM) NORTH NORTHEAST OF PERRY.
 BD2746'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND
 BD2746'S.R. 14, AT MADISON, GO SOUTH ON S.R. 14 FOR ABOUT 5.0 MILES
 BD2746'(8.0 KM) TO THE INTERSECTION OF C.R. 360, GO WEST ON C.R. 360 FOR
 BD2746'ABOUT 0.25 MILE (0.40 KM) TO THE STATION, IN THE NORTH SHOULDER OF
 BD2746'THE ROAD, AT THE TOP OF A HILL.
 BD2746'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 6 INCHES
 BD2746'BELOW THE GROUND, 124.0 FEETWEST OF A UTILITY POLE, 46.0 FEETNORTH OF
 BD2746'THE CENTER OF C.R. 360 AND 5.0 FEETSOUTH OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2747 ***********************************************************************
 BD2747  DESIGNATION -  35 92 GPS 2
 BD2747  PID         -  BD2747
 BD2747  STATE/COUNTY-  FL/MADISON
 BD2747  USGS QUAD   -  MADISON (1993)
 BD2747
 BD2747                         *CURRENT SURVEY CONTROL
 BD2747  ___________________________________________________________________
 BD2747* NAD 83(1999)-  30 27 09.64930(N)    083 24 28.14322(W)     ADJUSTED  
 BD2747* NAVD 88     -        43.0    (meters)     141.     (feet)  GPS OBS   
 BD2747  ___________________________________________________________________
 BD2747  X           -     631,754.063 (meters)                     COMP
 BD2747  Y           -  -5,466,623.453 (meters)                     COMP
 BD2747  Z           -   3,213,741.047 (meters)                     COMP
 BD2747  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BD2747  ELLIP HEIGHT-          15.00  (meters)          (07/06/01) GPS OBS
 BD2747  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BD2747
 BD2747  HORZ ORDER  -  FIRST
 BD2747  ELLP ORDER  -  FOURTH    CLASS II
 BD2747
 BD2747.The horizontal coordinates were established by GPS observations
 BD2747.and adjusted by the National Geodetic Survey in July 2001..
 BD2747
 BD2747.The orthometric height was determined by GPS observations and a
 BD2747.high-resolution geoid model.
 BD2747
 BD2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2747
 BD2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2747
 BD2747.The ellipsoidal height was determined by GPS observations
 BD2747.and is referenced to NAD 83.
 BD2747
 BD2747.The geoid height was determined by GEOID03.
 BD2747
 BD2747;                    North         East     Units Scale Factor Converg.
 BD2747;SPC FL N     -   161,529.638   704,893.342   MT  0.99996079   +0 32 55.9
 BD2747;SPC FL N     -   529,951.82  2,312,637.57   sFT  0.99996079   +0 32 55.9
 BD2747;UTM  17      - 3,371,410.823   268,799.455   MT  1.00025948   -1 13 15.2
 BD2747
 BD2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2747!SPC FL N     -   0.99999764  x   0.99996079  =   0.99995843
 BD2747!UTM  17      -   0.99999764  x   1.00025948  =   1.00025712
 BD2747
 BD2747:                Primary Azimuth Mark                     Grid Az
 BD2747:SPC FL N     -  35 92 GPS 3                              344 11 46.4
 BD2747:UTM  17      -  35 92 GPS 3                              345 57 57.5
 BD2747
 BD2747|---------------------------------------------------------------------|
 BD2747| PID    Reference Object                     Distance      Geod. Az  |
 BD2747|                                                           dddmmss.s |
 BD2747| BD2748 35 92 GPS 3                         APPROX. 0.6 KM 3444442.3 |
 BD2747|---------------------------------------------------------------------|
 BD2747
 BD2747                          SUPERSEDED SURVEY CONTROL
 BD2747
 BD2747  NAD 83(1990)-  30 27 09.64942(N)    083 24 28.14432(W) AD(       ) 1
 BD2747  ELLIP H (02/28/94)   15.15   (m)                       GP(       ) 3 2
 BD2747
 BD2747.Superseded values are not recommended for survey control.
 BD2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2747.See file dsdata.txt to determine how the superseded data were derived.
 BD2747
 BD2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6879971411(NAD 83)
 BD2747_MARKER: DD = SURVEY DISK
 BD2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2747_SP_SET: CONCRETE POST
 BD2747_STAMPING: 35 92 GPS 2
 BD2747_MARK LOGO: FLDT  
 BD2747_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2747+STABILITY: SURFACE MOTION
 BD2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2747+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2747
 BD2747  HISTORY     - Date     Condition        Report By
 BD2747  HISTORY     - 1992     MONUMENTED       FLDT
 BD2747
 BD2747                          STATION DESCRIPTION
 BD2747
 BD2747'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2747'THE STATION IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTH OF MADISON.
 BD2747'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2747'MADISON, GO SOUTH ON S.R. 53 FOR ABOUT 1.1 MILES (1.8 KM) TO THE
 BD2747'INTERSECTION OF JESSE HUGHEY DRIVE AND THE STATION.
 BD2747'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 BD2747'WITH THE GROUND, 98.0 FEETNORTHWEST OF THE CENTER OF THE DRIVE, 60.0
 BD2747'FEETNORTHEAST OF A GUY POLE 504919, 47.0 FEETSOUTHWEST OF THE CENTER
 BD2747'OF THE ROAD AND 44.0 FEETNORTHWEST THE NORTHEASTERNMOST POST FOR A
 BD2747'WINN DIXIE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2748 ***********************************************************************
 BD2748  DESIGNATION -  35 92 GPS 3
 BD2748  PID         -  BD2748
 BD2748  STATE/COUNTY-  FL/MADISON
 BD2748  USGS QUAD   -  MADISON (1993)
 BD2748
 BD2748                         *CURRENT SURVEY CONTROL
 BD2748  ___________________________________________________________________
 BD2748* NAD 83(1999)-  30 27 27.48755(N)    083 24 33.75883(W)     ADJUSTED  
 BD2748* NAVD 88     -        47.57   (meters)     156.1    (feet)  LEVELING  
 BD2748  ___________________________________________________________________
 BD2748  X           -     631,573.731 (meters)                     COMP
 BD2748  Y           -  -5,466,368.008 (meters)                     COMP
 BD2748  Z           -   3,214,216.912 (meters)                     COMP
 BD2748  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BD2748  ELLIP HEIGHT-          19.61  (meters)          (07/06/01) GPS OBS
 BD2748  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BD2748
 BD2748  HORZ ORDER  -  FIRST
 BD2748  VERT ORDER  -  THIRD ?
 BD2748  ELLP ORDER  -  FOURTH    CLASS II
 BD2748
 BD2748.The horizontal coordinates were established by GPS observations
 BD2748.and adjusted by the National Geodetic Survey in July 2001..
 BD2748
 BD2748.The orthometric height was determined by differential leveling.
 BD2748.The vertical network tie was performed by a horz. field party for horz.
 BD2748.obs reductions. Reset procedures were used to establish the elevation.
 BD2748
 BD2748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2748
 BD2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2748
 BD2748.The ellipsoidal height was determined by GPS observations
 BD2748.and is referenced to NAD 83.
 BD2748
 BD2748.The geoid height was determined by GEOID03.
 BD2748
 BD2748;                    North         East     Units Scale Factor Converg.
 BD2748;SPC FL N     -   162,077.477   704,738.281   MT  0.99996122   +0 32 53.0
 BD2748;SPC FL N     -   531,749.19  2,312,128.84   sFT  0.99996122   +0 32 53.0
 BD2748;UTM  17      - 3,371,963.354   268,661.346   MT  1.00026027   -1 13 18.7
 BD2748
 BD2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2748!SPC FL N     -   0.99999692  x   0.99996122  =   0.99995814
 BD2748!UTM  17      -   0.99999692  x   1.00026027  =   1.00025719
 BD2748
 BD2748:                Primary Azimuth Mark                     Grid Az
 BD2748:SPC FL N     -  35 92 GPS 2                              164 11 46.4
 BD2748:UTM  17      -  35 92 GPS 2                              165 57 58.1
 BD2748
 BD2748|---------------------------------------------------------------------|
 BD2748| PID    Reference Object                     Distance      Geod. Az  |
 BD2748|                                                           dddmmss.s |
 BD2748| BD2747 35 92 GPS 2                         APPROX. 0.6 KM 1644439.4 |
 BD2748|---------------------------------------------------------------------|
 BD2748
 BD2748                          SUPERSEDED SURVEY CONTROL
 BD2748
 BD2748  NAD 83(1990)-  30 27 27.48768(N)    083 24 33.75993(W) AD(       ) 1
 BD2748  ELLIP H (02/28/94)   19.76   (m)                       GP(       ) 3 2
 BD2748
 BD2748.Superseded values are not recommended for survey control.
 BD2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2748.See file dsdata.txt to determine how the superseded data were derived.
 BD2748
 BD2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6866171963(NAD 83)
 BD2748_MARKER: DD = SURVEY DISK
 BD2748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD2748_SP_SET: CONCRETE DROP INLET
 BD2748_STAMPING: 35 92 GPS 3
 BD2748_MARK LOGO: FLDT  
 BD2748_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2748+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2748
 BD2748  HISTORY     - Date     Condition        Report By
 BD2748  HISTORY     - 1992     MONUMENTED       FLDT
 BD2748
 BD2748                          STATION DESCRIPTION
 BD2748
 BD2748'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2748'THE STATION IS LOCATED ABOUT 1 MILES (1.6 KM) SOUTH OF MADISON.
 BD2748'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2748'MADISON, GO SOUTH ON S.R. 53 FOR ABOUT 0.8 MILE (1.3 KM) TO THE
 BD2748'BRIDGE OVER THE RAILROAD AND THE STATION.
 BD2748'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE DROP
 BD2748'INLET, 36.5 FEETSOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE
 BD2748'ABUTMENT, 17.5 FEETWEST OF THE CENTER OF THE ROAD AND 4.5 FEETWEST OF
 BD2748'A METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2749 ***********************************************************************
 BD2749  DESIGNATION -  35 92 GPS 4
 BD2749  PID         -  BD2749
 BD2749  STATE/COUNTY-  FL/MADISON
 BD2749  USGS QUAD   -  CHERRY LAKE (1974)
 BD2749
 BD2749                         *CURRENT SURVEY CONTROL
 BD2749  ___________________________________________________________________
 BD2749* NAD 83(1999)-  30 31 12.27731(N)    083 25 21.07803(W)     ADJUSTED  
 BD2749* NAVD 88     -        39.5    (meters)     130.     (feet)  GPS OBS   
 BD2749  ___________________________________________________________________
 BD2749  X           -     629,916.563 (meters)                     COMP
 BD2749  Y           -  -5,463,016.719 (meters)                     COMP
 BD2749  Z           -   3,220,177.959 (meters)                     COMP
 BD2749  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BD2749  ELLIP HEIGHT-          11.48  (meters)          (07/06/01) GPS OBS
 BD2749  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BD2749
 BD2749  HORZ ORDER  -  FIRST
 BD2749  ELLP ORDER  -  FOURTH    CLASS II
 BD2749
 BD2749.The horizontal coordinates were established by GPS observations
 BD2749.and adjusted by the National Geodetic Survey in July 2001..
 BD2749
 BD2749.The orthometric height was determined by GPS observations and a
 BD2749.high-resolution geoid model.
 BD2749
 BD2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2749
 BD2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2749
 BD2749.The ellipsoidal height was determined by GPS observations
 BD2749.and is referenced to NAD 83.
 BD2749
 BD2749.The geoid height was determined by GEOID03.
 BD2749
 BD2749;                    North         East     Units Scale Factor Converg.
 BD2749;SPC FL N     -   168,987.239   703,410.594   MT  0.99996732   +0 32 29.3
 BD2749;SPC FL N     -   554,418.97  2,307,772.92   sFT  0.99996732   +0 32 29.3
 BD2749;UTM  17      - 3,378,912.929   267,547.517   MT  1.00026663   -1 13 50.9
 BD2749
 BD2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2749!SPC FL N     -   0.99999820  x   0.99996732  =   0.99996552
 BD2749!UTM  17      -   0.99999820  x   1.00026663  =   1.00026483
 BD2749
 BD2749:                Primary Azimuth Mark                     Grid Az
 BD2749:SPC FL N     -  35 92 GPS 5                              358 11 50.9
 BD2749:UTM  17      -  35 92 GPS 5                              359 58 11.1
 BD2749
 BD2749|---------------------------------------------------------------------|
 BD2749| PID    Reference Object                     Distance      Geod. Az  |
 BD2749|                                                           dddmmss.s |
 BD2749| BD2750 35 92 GPS 5                         APPROX. 0.6 KM 3584420.2 |
 BD2749|---------------------------------------------------------------------|
 BD2749
 BD2749                          SUPERSEDED SURVEY CONTROL
 BD2749
 BD2749  NAD 83(1990)-  30 31 12.27751(N)    083 25 21.07923(W) AD(       ) 1
 BD2749  ELLIP H (02/28/94)   11.64   (m)                       GP(       ) 3 2
 BD2749
 BD2749.Superseded values are not recommended for survey control.
 BD2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2749.See file dsdata.txt to determine how the superseded data were derived.
 BD2749
 BD2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6754878913(NAD 83)
 BD2749_MARKER: DD = SURVEY DISK
 BD2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2749_SP_SET: CONCRETE POST
 BD2749_STAMPING: 35 92 GPS 4
 BD2749_MARK LOGO: FLDT  
 BD2749_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2749+STABILITY: SURFACE MOTION
 BD2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2749+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2749
 BD2749  HISTORY     - Date     Condition        Report By
 BD2749  HISTORY     - 1992     MONUMENTED       FLDT
 BD2749
 BD2749                          STATION DESCRIPTION
 BD2749
 BD2749'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2749'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF MADISON.
 BD2749'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2749'MADISON, GO NORTH ON S.R. 53 FOR ABOUT 3.5 MILES (5.6 KM) TO THE
 BD2749'STATION.
 BD2749'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 BD2749'WITH THE GROUND, 92.0 FEETNORTH OF UTILITY POLE 5-14081, 73.5 FEET
 BD2749'(22.4 M) SOUTH OF ANOTHER UTILITY POLE, 22.0 FEETEAST OF THE CENTER
 BD2749'OF S.R. 53 AND 17.5 FEETWEST OF A METAL WITNESS POST AT THE
 BD2749'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2750 ***********************************************************************
 BD2750  DESIGNATION -  35 92 GPS 5
 BD2750  PID         -  BD2750
 BD2750  STATE/COUNTY-  FL/MADISON
 BD2750  USGS QUAD   -  CHERRY LAKE (1974)
 BD2750
 BD2750                         *CURRENT SURVEY CONTROL
 BD2750  ___________________________________________________________________
 BD2750* NAD 83(1999)-  30 31 31.29924(N)    083 25 21.56171(W)     ADJUSTED  
 BD2750* NAVD 88     -        49.3    (meters)     162.     (feet)  GPS OBS   
 BD2750  ___________________________________________________________________
 BD2750  X           -     629,870.646 (meters)                     COMP
 BD2750  Y           -  -5,462,731.070 (meters)                     COMP
 BD2750  Z           -   3,220,687.562 (meters)                     COMP
 BD2750  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BD2750  ELLIP HEIGHT-          21.32  (meters)          (07/06/01) GPS OBS
 BD2750  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BD2750
 BD2750  HORZ ORDER  -  FIRST
 BD2750  ELLP ORDER  -  FOURTH    CLASS II
 BD2750
 BD2750.The horizontal coordinates were established by GPS observations
 BD2750.and adjusted by the National Geodetic Survey in July 2001..
 BD2750
 BD2750.The orthometric height was determined by GPS observations and a
 BD2750.high-resolution geoid model.
 BD2750
 BD2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2750
 BD2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2750
 BD2750.The ellipsoidal height was determined by GPS observations
 BD2750.and is referenced to NAD 83.
 BD2750
 BD2750.The geoid height was determined by GEOID03.
 BD2750
 BD2750;                    North         East     Units Scale Factor Converg.
 BD2750;SPC FL N     -   169,572.848   703,392.165   MT  0.99996789   +0 32 29.0
 BD2750;SPC FL N     -   556,340.25  2,307,712.46   sFT  0.99996789   +0 32 29.0
 BD2750;UTM  17      - 3,379,499.004   267,547.209   MT  1.00026664   -1 13 51.8
 BD2750
 BD2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2750!SPC FL N     -   0.99999665  x   0.99996789  =   0.99996454
 BD2750!UTM  17      -   0.99999665  x   1.00026664  =   1.00026329
 BD2750
 BD2750:                Primary Azimuth Mark                     Grid Az
 BD2750:SPC FL N     -  35 92 GPS 4                              178 11 51.0
 BD2750:UTM  17      -  35 92 GPS 4                              179 58 11.8
 BD2750
 BD2750|---------------------------------------------------------------------|
 BD2750| PID    Reference Object                     Distance      Geod. Az  |
 BD2750|                                                           dddmmss.s |
 BD2750| BD2749 35 92 GPS 4                         APPROX. 0.6 KM 1784420.0 |
 BD2750|---------------------------------------------------------------------|
 BD2750
 BD2750                          SUPERSEDED SURVEY CONTROL
 BD2750
 BD2750  NAD 83(1990)-  30 31 31.29944(N)    083 25 21.56292(W) AD(       ) 1
 BD2750  ELLIP H (02/28/94)   21.48   (m)                       GP(       ) 3 2
 BD2750
 BD2750.Superseded values are not recommended for survey control.
 BD2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2750.See file dsdata.txt to determine how the superseded data were derived.
 BD2750
 BD2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6754779499(NAD 83)
 BD2750_MARKER: DD = SURVEY DISK
 BD2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2750_SP_SET: CONCRETE POST
 BD2750_STAMPING: 35 92 GPS 5
 BD2750_MARK LOGO: FLDT  
 BD2750_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2750+STABILITY: SURFACE MOTION
 BD2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2750+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2750
 BD2750  HISTORY     - Date     Condition        Report By
 BD2750  HISTORY     - 1992     MONUMENTED       FLDT
 BD2750
 BD2750                          STATION DESCRIPTION
 BD2750
 BD2750'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2750'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF MADISON.
 BD2750'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2750'MADISON, GO NORTH ON S.R. 53 FOR ABOUT 3.8 MILES (6.1 KM) TO THE
 BD2750'STATION.
 BD2750'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 5 INCHES
 BD2750'BELOW THE GROUND, 106.0 FEETSOUTH OF THE CENTER OF A DIRT DRIVE, 80.0
 BD2750'FEETNORTH OF THE CENTER OF ANOTHER DIRT DRIVE, 25.0 FEETNORTHEAST OF
 BD2750'A TELEPHONE PEDESTAL, 21.0 FEETEAST OF A FENCE AND 15.8 FEETWEST OF
 BD2750'THE CENTER OF S.R. 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2751 ***********************************************************************
 BD2751  DESIGNATION -  35 92 GPS 6
 BD2751  PID         -  BD2751
 BD2751  STATE/COUNTY-  FL/MADISON
 BD2751  USGS QUAD   -  PINETTA (1993)
 BD2751
 BD2751                         *CURRENT SURVEY CONTROL
 BD2751  ___________________________________________________________________
 BD2751* NAD 83(1999)-  30 36 55.86548(N)    083 19 56.07870(W)     ADJUSTED  
 BD2751* NAVD 88     -        36.0    (meters)     118.     (feet)  GPS OBS   
 BD2751  ___________________________________________________________________
 BD2751  X           -     637,898.385 (meters)                     COMP
 BD2751  Y           -  -5,456,669.820 (meters)                     COMP
 BD2751  Z           -   3,229,286.534 (meters)                     COMP
 BD2751  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BD2751  ELLIP HEIGHT-           7.93  (meters)          (07/06/01) GPS OBS
 BD2751  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BD2751
 BD2751  HORZ ORDER  -  FIRST
 BD2751  ELLP ORDER  -  FOURTH    CLASS II
 BD2751
 BD2751.The horizontal coordinates were established by GPS observations
 BD2751.and adjusted by the National Geodetic Survey in July 2001..
 BD2751
 BD2751.The orthometric height was determined by GPS observations and a
 BD2751.high-resolution geoid model.
 BD2751
 BD2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2751
 BD2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2751
 BD2751.The ellipsoidal height was determined by GPS observations
 BD2751.and is referenced to NAD 83.
 BD2751
 BD2751.The geoid height was determined by GEOID03.
 BD2751
 BD2751;                    North         East     Units Scale Factor Converg.
 BD2751;SPC FL N     -   179,652.512   711,966.298   MT  0.99997893   +0 35 12.6
 BD2751;SPC FL N     -   589,409.95  2,335,842.76   sFT  0.99997893   +0 35 12.6
 BD2751;UTM  17      - 3,389,311.069   276,431.616   MT  1.00021664   -1 11 17.7
 BD2751
 BD2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2751!SPC FL N     -   0.99999875  x   0.99997893  =   0.99997768
 BD2751!UTM  17      -   0.99999875  x   1.00021664  =   1.00021539
 BD2751
 BD2751                          SUPERSEDED SURVEY CONTROL
 BD2751
 BD2751  NAD 83(1990)-  30 36 55.86568(N)    083 19 56.07995(W) AD(       ) 1
 BD2751  ELLIP H (02/28/94)    8.09   (m)                       GP(       ) 3 2
 BD2751
 BD2751.Superseded values are not recommended for survey control.
 BD2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2751.See file dsdata.txt to determine how the superseded data were derived.
 BD2751
 BD2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP7643289311(NAD 83)
 BD2751_MARKER: DD = SURVEY DISK
 BD2751_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BD2751_SP_SET: FLDT
 BD2751_STAMPING: 35 92 GPS 6
 BD2751_MARK LOGO: FLDT  
 BD2751_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2751+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2751
 BD2751  HISTORY     - Date     Condition        Report By
 BD2751  HISTORY     - 1992     MONUMENTED       FLDT
 BD2751
 BD2751                          STATION DESCRIPTION
 BD2751
 BD2751'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2751'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTHEAST OF MADISON,
 BD2751'ABOUT 1.5 MILES (2.4 KM) SOUTH OF THE FLORIDA - GEORGIA STATE LINE
 BD2751'AND ABOUT 2 MILES (3.2 KM) NORTHEAST OF THE SMALL COMMUNITY OF
 BD2751'PINETTA.
 BD2751'TO REACH THE STATION FROM THE U.S. POST OFFICE, AT PINETTA, GO
 BD2751'NORTHEAST ON S.R. 145 FOR ABOUT 1.9 MILES (3.1 KM) TO THE STATION, IN
 BD2751'THE BOTTOM OF A CONCRETE DITCH.  IT IS ALSO 1.8 MILES (2.9 KM)
 BD2751'SOUTHWEST ALONG S.R. 145 FROM THE FLORIDA - GEORGIA STATE LINE.
 BD2751'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE DRAINAGE
 BD2751'DITCH, 44.0 FEETNORTHEAST OF A METAL RIGHT OF WAY POST, 36.0 FEET
 BD2751'(11.0 M) SOUTHEAST OF THE CENTER OF S.R 145, 8.0 FEETNORTHEAST OF THE
 BD2751'SOUTHWEST END OF THE CONCRETE DITCH AND 4.0 FEETNORTHWEST OF THE
 BD2751'SOUTHEAST EDGE OF THE CONCRETE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2752 ***********************************************************************
 BD2752  DESIGNATION -  35 92 GPS 9
 BD2752  PID         -  BD2752
 BD2752  STATE/COUNTY-  FL/MADISON
 BD2752  USGS QUAD   -  PINETTA (1993)
 BD2752
 BD2752                         *CURRENT SURVEY CONTROL
 BD2752  ___________________________________________________________________
 BD2752* NAD 83(1999)-  30 33 33.42802(N)    083 19 03.48106(W)     ADJUSTED  
 BD2752* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 BD2752  ___________________________________________________________________
 BD2752  X           -     639,659.272 (meters)                     COMP
 BD2752  Y           -  -5,459,660.370 (meters)                     COMP
 BD2752  Z           -   3,223,921.504 (meters)                     COMP
 BD2752  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BD2752  ELLIP HEIGHT-          11.10  (meters)          (07/06/01) GPS OBS
 BD2752  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BD2752
 BD2752  HORZ ORDER  -  FIRST
 BD2752  ELLP ORDER  -  FOURTH    CLASS II
 BD2752
 BD2752.The horizontal coordinates were established by GPS observations
 BD2752.and adjusted by the National Geodetic Survey in July 2001..
 BD2752
 BD2752.The orthometric height was determined by GPS observations and a
 BD2752.high-resolution geoid model.
 BD2752
 BD2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2752
 BD2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2752
 BD2752.The ellipsoidal height was determined by GPS observations
 BD2752.and is referenced to NAD 83.
 BD2752
 BD2752.The geoid height was determined by GEOID03.
 BD2752
 BD2752;                    North         East     Units Scale Factor Converg.
 BD2752;SPC FL N     -   173,433.355   713,431.768   MT  0.99997175   +0 35 39.0
 BD2752;SPC FL N     -   569,005.93  2,340,650.73   sFT  0.99997175   +0 35 39.0
 BD2752;UTM  17      - 3,383,048.036   277,704.155   MT  1.00020964   -1 10 43.8
 BD2752
 BD2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2752!SPC FL N     -   0.99999826  x   0.99997175  =   0.99997001
 BD2752!UTM  17      -   0.99999826  x   1.00020964  =   1.00020790
 BD2752
 BD2752                          SUPERSEDED SURVEY CONTROL
 BD2752
 BD2752  NAD 83(1990)-  30 33 33.42822(N)    083 19 03.48233(W) AD(       ) 1
 BD2752  ELLIP H (02/28/94)   11.26   (m)                       GP(       ) 3 2
 BD2752
 BD2752.Superseded values are not recommended for survey control.
 BD2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2752.See file dsdata.txt to determine how the superseded data were derived.
 BD2752
 BD2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP7770483048(NAD 83)
 BD2752_MARKER: DD = SURVEY DISK
 BD2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2752_SP_SET: CONCRETE POST
 BD2752_STAMPING: 35 92 GPS 9
 BD2752_MARK LOGO: FLDT  
 BD2752_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2752+STABILITY: SURFACE MOTION
 BD2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2752+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2752
 BD2752  HISTORY     - Date     Condition        Report By
 BD2752  HISTORY     - 1992     MONUMENTED       FLDT
 BD2752
 BD2752                          STATION DESCRIPTION
 BD2752
 BD2752'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2752'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) NORTHEAST OF MADISON,
 BD2752'ABOUT 5 MILES (8.0 KM) SOUTH OF THE FLORIDA - GEORGIA STATE LINE,
 BD2752'ABOUT 3 MILES (4.8 KM) SOUTHEAST OF THE SMALL COMMUNITY OF PINETTA.
 BD2752'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 145 AND C.R. 150,
 BD2752'AT THE POST OFFICE IN PINETTA, GO EAST ON C.R. 150 FOR ABOUT 2.2
 BD2752'MILES (3.5 KM) TO THE INTERSECTION OF C.R. 255, GO SOUTH ON C.R. 255
 BD2752'FOR ABOUT 2.0 MILES (3.2 KM) TO THE STATION, IN THE WEST SHOULDER OF
 BD2752'THE ROAD.
 BD2752'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 3 INCHES
 BD2752'BELOW THE GROUND, ABOUT 232.0 FEETNORTH OF THE CENTER OF A GRADED
 BD2752'DIRT ROAD, 124.0 FEETSOUTH OF A UTILITY POLE AND 17.2 FEETWEST OF THE
 BD2752'CENTER OF C.R. 255.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9880 ***********************************************************************
 AC9880  DESIGNATION -  35 CMP
 AC9880  PID         -  AC9880
 AC9880  STATE/COUNTY-  FL/MARION
 AC9880  USGS QUAD   -  LAKE KERR (1994)
 AC9880
 AC9880                         *CURRENT SURVEY CONTROL
 AC9880  ___________________________________________________________________
 AC9880* NAD 83(1986)-  29 21 59.     (N)    081 49 12.     (W)     SCALED    
 AC9880* NAVD 88     -        17.875  (meters)      58.64   (feet)  ADJUSTED  
 AC9880  ___________________________________________________________________
 AC9880  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AC9880  DYNAMIC HT  -          17.850 (meters)      58.56  (feet)  COMP
 AC9880  MODELED GRAV-     979,261.3   (mgal)                       NAVD 88
 AC9880
 AC9880  VERT ORDER  -  SECOND    CLASS I
 AC9880
 AC9880.The horizontal coordinates were scaled from a topographic map and have
 AC9880.an estimated accuracy of +/- 6 seconds.
 AC9880
 AC9880.The orthometric height was determined by differential leveling
 AC9880.and adjusted by the National Geodetic Survey in September 1997..
 AC9880
 AC9880.Photographs are available for this station.
 AC9880
 AC9880.The geoid height was determined by GEOID03.
 AC9880
 AC9880.The dynamic height is computed by dividing the NAVD 88
 AC9880.geopotential number by the normal gravity value computed on the
 AC9880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9880.degrees latitude (g = 980.6199 gals.).
 AC9880
 AC9880.The modeled gravity was interpolated from observed gravity values.
 AC9880
 AC9880;                    North         East    Units  Estimated Accuracy
 AC9880;SPC FL W     -   557,650.      217,480.      MT  (+/- 180 meters Scaled)
 AC9880
 AC9880                          SUPERSEDED SURVEY CONTROL
 AC9880
 AC9880.No superseded survey control is available for this station.
 AC9880
 AC9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN204488(NAD 83)
 AC9880_MARKER: DD = SURVEY DISK
 AC9880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9880_STAMPING: 35 CMP 1969
 AC9880_MARK LOGO: USGS  
 AC9880_PROJECTION: FLUSH
 AC9880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9880+STABILITY: SURFACE MOTION
 AC9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9880+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 AC9880
 AC9880  HISTORY     - Date     Condition        Report By
 AC9880  HISTORY     - 1969     MONUMENTED       USGS
 AC9880  HISTORY     - 19960728 GOOD             FLDEP
 AC9880  HISTORY     - 20030624 GOOD             FLDEP
 AC9880
 AC9880                          STATION DESCRIPTION
 AC9880
 AC9880'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9880'THE MARK IS ABOUT 7.1 MI (11.4 KM) WEST OF SALT SPRINGS ON COUNTY ROAD
 AC9880'316, 9.1 MI (14.6 KM) EAST OF MC COY IN SECTION 17, TOWNSHIP 13 SOUTH,
 AC9880'RANGE 25 EAST. TO REACH THE MARK FROM THE POST OFFICE ON THE NORTH
 AC9880'SIDE OF SALT SPRINGS, AT THE JUNCTION OF COUNTY ROAD 316 AND STATE
 AC9880'ROAD 19, GO WEST THEN NORTHWEST ON COUNTY ROAD 316 FOR 6.1 MI (9.8 KM)
 AC9880'TO THE INTERSECTION OF NE 203RD STREET AND THE MARK ON THE RIGHT.  THE
 AC9880'MARK CAN ALSO BE REACHED FROM THE POST OFFICE IN FORT MC COY ON COUNTY
 AC9880'ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI (0.24 KM) TO THE
 AC9880'INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY ROAD 316 AND GO
 AC9880'EAST FOR 9.1 MI (14.6 KM) TO THE INTERSECTION OF NE 203RD STREET AND
 AC9880'THE MARK ON THE LEFT, A 6-INCH SQUARE PREFABRICATED CONCRETE POST
 AC9880'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 AC9880'(0.3 M) BELOW THE LEVEL OF COUNTY ROAD 316. LOCATED 25.0 FT (7.6 M)
 AC9880'EAST OF THE APPROXIMATE CENTERLINE OF NE 203RD STREET, 47.9 FT (14.6
 AC9880'M) NORTH OF THE CENTERLINE OF COUNTY ROAD 316, 1.5 FT (0.5 M) SOUTH OF
 AC9880'A POWER POLE AND 0.5 FT (15.2 CM) SOUTH OF A CARSONITE WITNESS POST.
 AC9880
 AC9880                          STATION RECOVERY (2003)
 AC9880
 AC9880'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9880'RECOVERED AS DESCRIBED. NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON
 AC9880'THE SOUTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0100 ***********************************************************************
 AS0100  DESIGNATION -  35 USE
 AS0100  PID         -  AS0100
 AS0100  STATE/COUNTY-  FL/GULF
 AS0100  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0100
 AS0100                         *CURRENT SURVEY CONTROL
 AS0100  ___________________________________________________________________
 AS0100* NAD 83(1986)-  29 41 15.     (N)    085 18 32.     (W)     SCALED    
 AS0100* NAVD 88     -         1.396  (meters)       4.58   (feet)  ADJUSTED  
 AS0100  ___________________________________________________________________
 AS0100  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0100  DYNAMIC HT  -           1.394 (meters)       4.57  (feet)  COMP
 AS0100  MODELED GRAV-     979,293.6   (mgal)                       NAVD 88
 AS0100
 AS0100  VERT ORDER  -  FIRST     CLASS II
 AS0100
 AS0100.The horizontal coordinates were scaled from a topographic map and have
 AS0100.an estimated accuracy of +/- 6 seconds.
 AS0100
 AS0100.The orthometric height was determined by differential leveling
 AS0100.and adjusted by the National Geodetic Survey in June 1991..
 AS0100.WARNING-Repeat measurements at this control monument indicate possible
 AS0100.vertical movement.
 AS0100
 AS0100.The geoid height was determined by GEOID03.
 AS0100
 AS0100.The dynamic height is computed by dividing the NAVD 88
 AS0100.geopotential number by the normal gravity value computed on the
 AS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0100.degrees latitude (g = 980.6199 gals.).
 AS0100
 AS0100.The modeled gravity was interpolated from observed gravity values.
 AS0100
 AS0100;                    North         East    Units  Estimated Accuracy
 AS0100;SPC FL N     -    76,490.      521,710.      MT  (+/- 180 meters Scaled)
 AS0100
 AS0100                          SUPERSEDED SURVEY CONTROL
 AS0100
 AS0100  NGVD 29 (??/??/92)    1.546  (m)            5.07   (f) ADJ UNCH    1 2
 AS0100
 AS0100.Superseded values are not recommended for survey control.
 AS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0100.See file dsdata.txt to determine how the superseded data were derived.
 AS0100
 AS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT636853(NAD 83)
 AS0100_MARKER: DD = SURVEY DISK
 AS0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0100_SP_SET: CULVERT
 AS0100_STAMPING: 35 1933
 AS0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0100
 AS0100  HISTORY     - Date     Condition        Report By
 AS0100  HISTORY     - 1933     MONUMENTED       DOD
 AS0100  HISTORY     - 1957     GOOD             NGS
 AS0100  HISTORY     - 1977     GOOD             NGS
 AS0100  HISTORY     - 1977     GOOD             NGS
 AS0100  HISTORY     - 1985     GOOD             USPSQD
 AS0100  HISTORY     - 1987     GOOD             USPSQD
 AS0100  HISTORY     - 1989     GOOD             USPSQD
 AS0100  HISTORY     - 1990     GOOD             USPSQD
 AS0100  HISTORY     - 19910621 GOOD             USPSQD
 AS0100  HISTORY     - 19940901 GOOD             USPSQD
 AS0100  HISTORY     - 19990420 GOOD             USPSQD
 AS0100
 AS0100                          STATION DESCRIPTION
 AS0100
 AS0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AS0100'8.7 MI S FROM PORT ST JOE.
 AS0100'ABOUT 8.7 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF
 AS0100'STATE HIGHWAY 71 AT PORT ST. JOE, IN SECTION 23, T 9 S, R 11 W,
 AS0100'0.1 MILE NORTH OF JUNCTION OF A BLACK TOP ROAD WEST TO CAPE SAN
 AS0100'BLAS COAST GUARD STATION, IN THE TOP OF CENTER OF EAST HEAD WALL
 AS0100'OF A 2-FOOT CONCRETE CULVERT UNDER HIGHWAY, 16 1/2 FEET EAST
 AS0100'OF CENTER LINE OF HIGHWAY AND ABOUT 1/3 FOOT BELOW LEVEL OF
 AS0100'HIGHWAY.
 AS0100
 AS0100                          STATION RECOVERY (1977)
 AS0100
 AS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AS0100'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0100'JOE, THENCE 6.8 MILES SOUTH ALONG COUNTY ROAD C-30, IN THE TOP OF TPE
 AS0100'CENTER OF A CONCRETE HEADWALL OA A 2 FOOT CONCRETE CULVERT, AND 17
 AS0100'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 AS0100
 AS0100                          STATION RECOVERY (1977)
 AS0100
 AS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AS0100'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0100'JOE, THENCE 6.8 MILES SOUTH ALONG COUNTY ROAD C-30, IN THE TOP OF TPE
 AS0100'CENTER OF A CONCRETE HEADWALL OA A 2 FOOT CONCRETE CULVERT, AND 17
 AS0100'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 AS0100
 AS0100                          STATION RECOVERY (1985)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1987)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1989)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1990)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1991)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1994)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1999)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0123 ***********************************************************************
 AK0123  DESIGNATION -  35 WSM USGS
 AK0123  PID         -  AK0123
 AK0123  STATE/COUNTY-  FL/VOLUSIA
 AK0123  USGS QUAD   -  LAKE HELEN (1980)
 AK0123
 AK0123                         *CURRENT SURVEY CONTROL
 AK0123  ___________________________________________________________________
 AK0123* NAD 83(1986)-  28 58 50.     (N)    081 13 53.     (W)     SCALED    
 AK0123* NAVD 88     -        18.919  (meters)      62.07   (feet)  ADJUSTED  
 AK0123  ___________________________________________________________________
 AK0123  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AK0123  DYNAMIC HT  -          18.893 (meters)      61.98  (feet)  COMP
 AK0123  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 AK0123
 AK0123  VERT ORDER  -  FIRST     CLASS II
 AK0123
 AK0123.The horizontal coordinates were scaled from a topographic map and have
 AK0123.an estimated accuracy of +/- 6 seconds.
 AK0123
 AK0123.The orthometric height was determined by differential leveling
 AK0123.and adjusted by the National Geodetic Survey in June 1991..
 AK0123
 AK0123.The geoid height was determined by GEOID03.
 AK0123
 AK0123.The dynamic height is computed by dividing the NAVD 88
 AK0123.geopotential number by the normal gravity value computed on the
 AK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0123.degrees latitude (g = 980.6199 gals.).
 AK0123
 AK0123.The modeled gravity was interpolated from observed gravity values.
 AK0123
 AK0123;                    North         East    Units  Estimated Accuracy
 AK0123;SPC FL E     -   514,900.      177,450.      MT  (+/- 180 meters Scaled)
 AK0123
 AK0123                          SUPERSEDED SURVEY CONTROL
 AK0123
 AK0123  NGVD 29 (09/01/92)   19.242  (m)           63.13   (f) ADJUSTED    1 2
 AK0123
 AK0123.Superseded values are not recommended for survey control.
 AK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0123.See file dsdata.txt to determine how the superseded data were derived.
 AK0123
 AK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN774058(NAD 83)
 AK0123_MARKER: DD = SURVEY DISK
 AK0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0123_SP_SET: CONCRETE FOUNDATION
 AK0123_STAMPING: 35 WSM 63 1961
 AK0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0123
 AK0123  HISTORY     - Date     Condition        Report By
 AK0123  HISTORY     - 1961     MONUMENTED       USGS
 AK0123  HISTORY     - 1963     GOOD             NGS
 AK0123  HISTORY     - 1976     GOOD             NGS
 AK0123  HISTORY     - 1978     GOOD             NGS
 AK0123  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0123
 AK0123                          STATION DESCRIPTION
 AK0123
 AK0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0123'AT LAKE HELEN.
 AK0123'AT LAKE HELEN, ABOUT 0.2 MILE NORTH OF THE CITY HALL AT LAKE
 AK0123'HELEN, NEAR THE LAKE HELEN SCHOOL, SET ON THE TOP OF THE SOUTHWEST
 AK0123'CORNER OF THE CONCRETE FOUNDATION OF AN ABANDONED DRINKING
 AK0123'FOUNTAIN AT THE SCHOOL, 90 1/2 FEET EAST OF THE CENTER LINE
 AK0123'OF LAKEVIEW DRIVE, 98 FEET NORTH OF THE CENTER LINE OF PARK
 AK0123'STREET, 9.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL
 AK0123'BUILDING AND ABOUT LEVEL WITH THE GROUND.
 AK0123
 AK0123                          STATION RECOVERY (1976)
 AK0123
 AK0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0123'RECOVERED IN GOOD CONDITION.
 AK0123
 AK0123                          STATION RECOVERY (1978)
 AK0123
 AK0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0123'RECOVERED IN GOOD CONDITION.
 AK0123
 AK0123                          STATION RECOVERY (1990)
 AK0123
 AK0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0216 ***********************************************************************
 AG0216  DESIGNATION -  350 FLHD
 AG0216  PID         -  AG0216
 AG0216  STATE/COUNTY-  FL/PINELLAS
 AG0216  USGS QUAD   -  CLEARWATER (1987)
 AG0216
 AG0216                         *CURRENT SURVEY CONTROL
 AG0216  ___________________________________________________________________
 AG0216* NAD 83(1986)-  27 57 37.     (N)    082 45 35.     (W)     SCALED    
 AG0216* NAVD 88     -        17.377  (meters)      57.01   (feet)  ADJUSTED  
 AG0216  ___________________________________________________________________
 AG0216  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG0216  DYNAMIC HT  -          17.351 (meters)      56.93  (feet)  COMP
 AG0216  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AG0216
 AG0216  VERT ORDER  -  SECOND    CLASS II
 AG0216
 AG0216.The horizontal coordinates were scaled from a topographic map and have
 AG0216.an estimated accuracy of +/- 6 seconds.
 AG0216
 AG0216.The orthometric height was determined by differential leveling
 AG0216.and adjusted by the National Geodetic Survey in June 1991..
 AG0216
 AG0216.The geoid height was determined by GEOID03.
 AG0216
 AG0216.The dynamic height is computed by dividing the NAVD 88
 AG0216.geopotential number by the normal gravity value computed on the
 AG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0216.degrees latitude (g = 980.6199 gals.).
 AG0216
 AG0216.The modeled gravity was interpolated from observed gravity values.
 AG0216
 AG0216;                    North         East    Units  Estimated Accuracy
 AG0216;SPC FL W     -   402,040.      125,250.      MT  (+/- 180 meters Scaled)
 AG0216
 AG0216                          SUPERSEDED SURVEY CONTROL
 AG0216
 AG0216  NGVD 29 (??/??/92)   17.639  (m)           57.87   (f) ADJ UNCH    2 2
 AG0216
 AG0216.Superseded values are not recommended for survey control.
 AG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0216.See file dsdata.txt to determine how the superseded data were derived.
 AG0216
 AG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL269940(NAD 83)
 AG0216_MARKER: DD = SURVEY DISK
 AG0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0216_SP_SET: CONCRETE INLET
 AG0216_STAMPING: 350
 AG0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0216
 AG0216  HISTORY     - Date     Condition        Report By
 AG0216  HISTORY     - UNK      MONUMENTED       FLHD
 AG0216  HISTORY     - 1976     GOOD             NGS
 AG0216
 AG0216                          STATION DESCRIPTION
 AG0216
 AG0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0216'IN CLEARWATER.
 AG0216'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0216'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 1.90 MILES TO THE
 AG0216'INTERSECTION OF BROOKSIDE DR.  STATION ON LEFT, S.W. CORNER, 45.4 FT.
 AG0216'SOUTH OF THE CENTERLINE OF GULF TO BAY BLVD., 51.2 FT. WEST OF THE
 AG0216'CENTERLINE OF BROOKSIDE DR.  SET IN THE TOP OF A CONCRETE INLET.
 AG0216'SECTION 13, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0208 ***********************************************************************
 AG0208  DESIGNATION -  351 FLHD
 AG0208  PID         -  AG0208
 AG0208  STATE/COUNTY-  FL/PINELLAS
 AG0208  USGS QUAD   -  CLEARWATER (1987)
 AG0208
 AG0208                         *CURRENT SURVEY CONTROL
 AG0208  ___________________________________________________________________
 AG0208* NAD 83(1986)-  27 57 37.     (N)    082 45 29.     (W)     SCALED    
 AG0208* NAVD 88     -        17.781  (meters)      58.34   (feet)  ADJUSTED  
 AG0208  ___________________________________________________________________
 AG0208  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG0208  DYNAMIC HT  -          17.755 (meters)      58.25  (feet)  COMP
 AG0208  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AG0208
 AG0208  VERT ORDER  -  SECOND    CLASS II
 AG0208
 AG0208.The horizontal coordinates were scaled from a topographic map and have
 AG0208.an estimated accuracy of +/- 6 seconds.
 AG0208
 AG0208.The orthometric height was determined by differential leveling
 AG0208.and adjusted by the National Geodetic Survey in June 1991..
 AG0208
 AG0208.The geoid height was determined by GEOID03.
 AG0208
 AG0208.The dynamic height is computed by dividing the NAVD 88
 AG0208.geopotential number by the normal gravity value computed on the
 AG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0208.degrees latitude (g = 980.6199 gals.).
 AG0208
 AG0208.The modeled gravity was interpolated from observed gravity values.
 AG0208
 AG0208;                    North         East    Units  Estimated Accuracy
 AG0208;SPC FL W     -   402,040.      125,410.      MT  (+/- 180 meters Scaled)
 AG0208
 AG0208                          SUPERSEDED SURVEY CONTROL
 AG0208
 AG0208  NGVD 29 (??/??/92)   18.043  (m)           59.20   (f) ADJ UNCH    2 2
 AG0208
 AG0208.Superseded values are not recommended for survey control.
 AG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0208.See file dsdata.txt to determine how the superseded data were derived.
 AG0208
 AG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270940(NAD 83)
 AG0208_MARKER: DD = SURVEY DISK
 AG0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0208_SP_SET: CONCRETE INLET
 AG0208_STAMPING: 351
 AG0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0208
 AG0208  HISTORY     - Date     Condition        Report By
 AG0208  HISTORY     - UNK      MONUMENTED       FLHD
 AG0208  HISTORY     - 1976     GOOD             NGS
 AG0208
 AG0208                          STATION DESCRIPTION
 AG0208
 AG0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0208'IN CLEARWATER.
 AG0208'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0208'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 1.80 MILES TO THE
 AG0208'INTERSECTION OF ACTURAS AVE.  STATION ON LEFT, S.E. CORNER, 43.8 FT.
 AG0208'SOUTH OF THE CENTERLINE OF ACTURAS AVE.  SET IN THE TOP OF A CONCRETE
 AG0208'INLET.  SECTION 13, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0209 ***********************************************************************
 AG0209  DESIGNATION -  352 FLHD
 AG0209  PID         -  AG0209
 AG0209  STATE/COUNTY-  FL/PINELLAS
 AG0209  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0209
 AG0209                         *CURRENT SURVEY CONTROL
 AG0209  ___________________________________________________________________
 AG0209* NAD 83(1986)-  27 57 37.     (N)    082 44 53.     (W)     SCALED    
 AG0209* NAVD 88     -        22.882  (meters)      75.07   (feet)  ADJUSTED  
 AG0209  ___________________________________________________________________
 AG0209  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0209  DYNAMIC HT  -          22.849 (meters)      74.96  (feet)  COMP
 AG0209  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AG0209
 AG0209  VERT ORDER  -  SECOND    CLASS II
 AG0209
 AG0209.The horizontal coordinates were scaled from a topographic map and have
 AG0209.an estimated accuracy of +/- 6 seconds.
 AG0209
 AG0209.The orthometric height was determined by differential leveling
 AG0209.and adjusted by the National Geodetic Survey in June 1991..
 AG0209
 AG0209.The geoid height was determined by GEOID03.
 AG0209
 AG0209.The dynamic height is computed by dividing the NAVD 88
 AG0209.geopotential number by the normal gravity value computed on the
 AG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0209.degrees latitude (g = 980.6199 gals.).
 AG0209
 AG0209.The modeled gravity was interpolated from observed gravity values.
 AG0209
 AG0209;                    North         East    Units  Estimated Accuracy
 AG0209;SPC FL W     -   402,030.      126,400.      MT  (+/- 180 meters Scaled)
 AG0209
 AG0209                          SUPERSEDED SURVEY CONTROL
 AG0209
 AG0209  NGVD 29 (??/??/92)   23.145  (m)           75.93   (f) ADJ UNCH    2 2
 AG0209
 AG0209.Superseded values are not recommended for survey control.
 AG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0209.See file dsdata.txt to determine how the superseded data were derived.
 AG0209
 AG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL280940(NAD 83)
 AG0209_MARKER: DD = SURVEY DISK
 AG0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0209_SP_SET: CONCRETE INLET
 AG0209_STAMPING: 352
 AG0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0209
 AG0209  HISTORY     - Date     Condition        Report By
 AG0209  HISTORY     - UNK      MONUMENTED       FLHD
 AG0209  HISTORY     - 1976     GOOD             NGS
 AG0209
 AG0209                          STATION DESCRIPTION
 AG0209
 AG0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0209'IN CLEARWATER.
 AG0209'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0209'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 1.20 MILES. STATION
 AG0209'ON LEFT, 43.0 FT. SOUTH OF THE CENTERLINE OF GULF TO BAY BLVD., 200.8
 AG0209'FT. EAST OF THE CENTERLINE OF BAMBOO LANE, 29.9 FT. N.E. OF THE N.E.
 AG0209'CORNER OF A SINGLE STORY BRICK BUILDING (JERSEY JIM TOWERS T.V., 2112
 AG0209'GULF TO BAY BLVD.).  SET IN THE TOP OF A CONCRETE INLET. SECTION 13, T
 AG0209'29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0210 ***********************************************************************
 AG0210  DESIGNATION -  353 FLHD
 AG0210  PID         -  AG0210
 AG0210  STATE/COUNTY-  FL/PINELLAS
 AG0210  USGS QUAD   -  CLEARWATER (1987)
 AG0210
 AG0210                         *CURRENT SURVEY CONTROL
 AG0210  ___________________________________________________________________
 AG0210* NAD 83(1986)-  27 57 37.     (N)    082 46 59.     (W)     SCALED    
 AG0210* NAVD 88     -         6.319  (meters)      20.73   (feet)  ADJUSTED  
 AG0210  ___________________________________________________________________
 AG0210  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG0210  DYNAMIC HT  -           6.310 (meters)      20.70  (feet)  COMP
 AG0210  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 AG0210
 AG0210  VERT ORDER  -  SECOND    CLASS II
 AG0210
 AG0210.The horizontal coordinates were scaled from a topographic map and have
 AG0210.an estimated accuracy of +/- 6 seconds.
 AG0210
 AG0210.The orthometric height was determined by differential leveling
 AG0210.and adjusted by the National Geodetic Survey in June 1991..
 AG0210
 AG0210.The geoid height was determined by GEOID03.
 AG0210
 AG0210.The dynamic height is computed by dividing the NAVD 88
 AG0210.geopotential number by the normal gravity value computed on the
 AG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0210.degrees latitude (g = 980.6199 gals.).
 AG0210
 AG0210.The modeled gravity was interpolated from observed gravity values.
 AG0210
 AG0210;                    North         East    Units  Estimated Accuracy
 AG0210;SPC FL W     -   402,050.      122,950.      MT  (+/- 180 meters Scaled)
 AG0210
 AG0210                          SUPERSEDED SURVEY CONTROL
 AG0210
 AG0210  NGVD 29 (??/??/92)    6.582  (m)           21.59   (f) ADJ UNCH    2 2
 AG0210
 AG0210.Superseded values are not recommended for survey control.
 AG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0210.See file dsdata.txt to determine how the superseded data were derived.
 AG0210
 AG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL246940(NAD 83)
 AG0210_MARKER: DD = SURVEY DISK
 AG0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0210_SP_SET: CULVERT
 AG0210_STAMPING: 353
 AG0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0210
 AG0210  HISTORY     - Date     Condition        Report By
 AG0210  HISTORY     - UNK      MONUMENTED       FLHD
 AG0210  HISTORY     - 1976     GOOD             NGS
 AG0210  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG0210
 AG0210                          STATION DESCRIPTION
 AG0210
 AG0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0210'IN CLEARWATER.
 AG0210'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.
 AG0210'FT. HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY ON U.S.
 AG0210'ALT. HWY. 19 FOR .30 MILE TO THE INTERSECTION OF CHESNUT ST. TURN LEFT
 AG0210'RUN EASTERLY ON CHESNUT ST. FOR 1.05 MILES.  STATION ON RIGHT, 45.2
 AG0210'FT. SOUTH OF THE CENTERLINE OF COURT ST., 43.2 FT. W.S.W. OF A POWER
 AG0210'AND LIGHT POLE (NUMBER 6A-12726), 16.0 FT. WEST OF THE EAST END OF
 AG0210'HEADWALL.  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 15, T 29, R
 AG0210'15.
 AG0210
 AG0210                          STATION RECOVERY (2001)
 AG0210
 AG0210'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0210'UNRECOVERABLE AS CHESNUT STREET HAS BEEN WIDENED TO TOTAL OF FOUR
 AG0210'LANES WITH LARGE MEDIAN AND HEADWALL IS NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH9324 ***********************************************************************
 AH9324  DESIGNATION -  353302 4
 AH9324  PID         -  AH9324
 AH9324  STATE/COUNTY-  FL/OKEECHOBEE
 AH9324  USGS QUAD   -  TAYLOR CREEK NW (1972)
 AH9324
 AH9324                         *CURRENT SURVEY CONTROL
 AH9324  ___________________________________________________________________
 AH9324* NAD 83(1999)-  27 27 53.69327(N)    080 59 57.11442(W)     ADJUSTED  
 AH9324* NAVD 88     -        17.740  (meters)      58.20   (feet)  ADJUSTED  
 AH9324  ___________________________________________________________________
 AH9324  X           -     886,014.347 (meters)                     COMP
 AH9324  Y           -  -5,593,567.966 (meters)                     COMP
 AH9324  Z           -   2,924,017.261 (meters)                     COMP
 AH9324  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AH9324  ELLIP HEIGHT-          -8.52  (meters)          (05/31/01) GPS OBS
 AH9324  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH9324  DYNAMIC HT  -          17.714 (meters)      58.12  (feet)  COMP
 AH9324  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 AH9324
 AH9324  HORZ ORDER  -  FIRST
 AH9324  VERT ORDER  -  SECOND    CLASS I
 AH9324  ELLP ORDER  -  FOURTH    CLASS I
 AH9324
 AH9324.The horizontal coordinates were established by GPS observations
 AH9324.and adjusted by the National Geodetic Survey in May 2001..
 AH9324
 AH9324.The orthometric height was determined by differential leveling
 AH9324.and adjusted by the National Geodetic Survey in January 2002..
 AH9324
 AH9324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9324
 AH9324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9324
 AH9324.The ellipsoidal height was determined by GPS observations
 AH9324.and is referenced to NAD 83.
 AH9324
 AH9324.The geoid height was determined by GEOID03.
 AH9324
 AH9324.The dynamic height is computed by dividing the NAVD 88
 AH9324.geopotential number by the normal gravity value computed on the
 AH9324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9324.degrees latitude (g = 980.6199 gals.).
 AH9324
 AH9324.The modeled gravity was interpolated from observed gravity values.
 AH9324
 AH9324;                    North         East     Units Scale Factor Converg.
 AH9324;SPC FL E     -   346,916.925   200,079.223   MT  0.99994118   +0 00 01.3
 AH9324;SPC FL E     - 1,138,176.61    656,426.58   sFT  0.99994118   +0 00 01.3
 AH9324;UTM  17      - 3,037,930.539   500,079.196   MT  0.99960000   +0 00 01.3
 AH9324
 AH9324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9324!SPC FL E     -   1.00000134  x   0.99994118  =   0.99994252
 AH9324!UTM  17      -   1.00000134  x   0.99960000  =   0.99960134
 AH9324
 AH9324                          SUPERSEDED SURVEY CONTROL
 AH9324
 AH9324  NAD 83(1990)-  27 27 53.69233(N)    080 59 57.11397(W) AD(       ) 1
 AH9324  ELLIP H (06/01/99)   -8.46   (m)                       GP(       ) 4 1
 AH9324
 AH9324.Superseded values are not recommended for survey control.
 AH9324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9324.See file dsdata.txt to determine how the superseded data were derived.
 AH9324
 AH9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0007937931(NAD 83)
 AH9324_MARKER: DD = SURVEY DISK
 AH9324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9324_STAMPING: 353302 4 9823 1998
 AH9324_MARK LOGO: DENI  
 AH9324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9324+STABILITY: SURFACE MOTION
 AH9324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9324+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2000
 AH9324
 AH9324  HISTORY     - Date     Condition        Report By
 AH9324  HISTORY     - 1998     MONUMENTED       DENI
 AH9324  HISTORY     - 20000923 GOOD             FLDEP
 AH9324
 AH9324                          STATION DESCRIPTION
 AH9324
 AH9324'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1998 (RLW)
 AH9324'STATION IS ABOUT 18.2 MI (29.3 KM) NORTHWEST OF OKEECHOBEE, 16.0 MI
 AH9324'(25.7 KM) EAST OF LORIDA, 7.2 MI (11.6 KM) NORTHEAST OF KISSIMMEE
 AH9324'RIVER CANAL C-38 IN SECTION 02, TOWNSHIP 35 SOUTH, RANGE 33 EAST.  TO
 AH9324'REACH STATION FROM THE INTERSECTION OF U.S.HIGHWAY 98/441 (PARROT AVE)
 AH9324'AND U.S.HIGHWAY 98/STATE HIGHWAY 70 (N PARK ST) IN OKEECHOBEE, GO WEST
 AH9324'ON U.S.HIGHWAY 98/STATE HIGHWAY 70 FOR 1.15 MI (1.85 KM) , THEN TURN
 AH9324'RIGHT AND CONTINUE NORTHWEST ON U.S.HIGHWAY 98 FOR 14.1 MI (22.7 KM)
 AH9324'TO THE JUNCTION WITH COUNTY ROAD 700A/DURRANCE ROAD (NW 176TH AVE) ,
 AH9324'THEN TURN RIGHT AND PROCEED NORTH FOR 5.5 MI (8.9 KM) TO A JUNCTION
 AH9324'WITH COUNTY ROAD 724 (NW 220TH ST) , THEN TURN RIGHT AND PROCEED EAST
 AH9324'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM GPS
 AH9324'SURVEY MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 FT
 AH9324'(6.1 CM) BELOW GROUND LEVEL.  LOCATED 25.1 FT (7.7 M) SOUTH OF THE
 AH9324'CENTERLINE OF COUNTY ROAD 724 (NW 220TH ST) , 63.0 FT (19.2 M) WEST OF
 AH9324'THE CENTERLINE EXTENDED OF A SAND ROAD LEADING NORTH, 75.7 FT (23.1 M)
 AH9324'SOUTHWEST OF THE WEST END OF A 5 FT (1.5 M) DIAMETER METAL CULVERT
 AH9324'PIPE UNDER THE SAND ROAD LEADING NORTH, 25.1 FT (7.7 M) NORTH OF A R/W
 AH9324'FENCE, 10.6 FT (3.2 M) NORTH OF A N.G.S.CARSONITE WITNESS POST.
 AH9324
 AH9324                          STATION RECOVERY (2000)
 AH9324
 AH9324'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AH9324'THE MARK IS ABOUT 17.0 MI (27.4 KM) NORTHWEST OF OKEECHOBEE, 15.4 MI
 AH9324'(24.8 KM) SOUTHWEST OF FORT DRUM ON COUNTY ROAD 724, IN SECTION 2,
 AH9324'TOWNSHIP 35 SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM THE
 AH9324'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND STATE ROAD 70
 AH9324'(PARK STREET) IN OKEECHOBEE, GO NORTH ON U.S.  HIGHWAY 441 (PARROTT
 AH9324'STREET) FOR 14.4 MI (23.2 KM) TO THE JUNCTION OF COUNTY ROAD 68 ON THE
 AH9324'RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 441 FOR 1.0 MI (1.6 KM) TO THE
 AH9324'JUNCTION OF COUNTY ROAD 724 (NW 240TH STREET) ON THE LEFT, TURN LEFT
 AH9324'ON COUNTY ROAD 724 (NW 240TH STREET) AND GO WEST FOR 11.7 MI (18.8 KM)
 AH9324'TO THE JUNCTION OF A ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET
 AH9324'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW
 AH9324'THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF COUNTY ROAD 724.
 AH9324'LOCATED 62.3 FT (19.0 M) WEST OF THE EXTENDED CENTERLINE OF A DIRT
 AH9324'ROAD LEADING NORTH (AT 17205) , 25.1 FT (7.7 M) NORTH OF A BARBWIRE
 AH9324'FENCE, 25.0 FT (7.6 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 724 AND
 AH9324'10.8 FT (3.3 M) NORTH CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0211 ***********************************************************************
 AG0211  DESIGNATION -  354 FLHD
 AG0211  PID         -  AG0211
 AG0211  STATE/COUNTY-  FL/PINELLAS
 AG0211  USGS QUAD   -  CLEARWATER (1987)
 AG0211
 AG0211                         *CURRENT SURVEY CONTROL
 AG0211  ___________________________________________________________________
 AG0211* NAD 83(1986)-  27 57 07.     (N)    082 47 47.     (W)     SCALED    
 AG0211* NAVD 88     -        10.861  (meters)      35.63   (feet)  ADJUSTED  
 AG0211  ___________________________________________________________________
 AG0211  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0211  DYNAMIC HT  -          10.845 (meters)      35.58  (feet)  COMP
 AG0211  MODELED GRAV-     979,188.2   (mgal)                       NAVD 88
 AG0211
 AG0211  VERT ORDER  -  SECOND    CLASS II
 AG0211
 AG0211.The horizontal coordinates were scaled from a topographic map and have
 AG0211.an estimated accuracy of +/- 6 seconds.
 AG0211
 AG0211.The orthometric height was determined by differential leveling
 AG0211.and adjusted by the National Geodetic Survey in June 1991..
 AG0211
 AG0211.The geoid height was determined by GEOID03.
 AG0211
 AG0211.The dynamic height is computed by dividing the NAVD 88
 AG0211.geopotential number by the normal gravity value computed on the
 AG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0211.degrees latitude (g = 980.6199 gals.).
 AG0211
 AG0211.The modeled gravity was interpolated from observed gravity values.
 AG0211
 AG0211;                    North         East    Units  Estimated Accuracy
 AG0211;SPC FL W     -   401,140.      121,630.      MT  (+/- 180 meters Scaled)
 AG0211
 AG0211                          SUPERSEDED SURVEY CONTROL
 AG0211
 AG0211  NGVD 29 (??/??/92)   11.124  (m)           36.50   (f) ADJ UNCH    2 2
 AG0211
 AG0211.Superseded values are not recommended for survey control.
 AG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0211.See file dsdata.txt to determine how the superseded data were derived.
 AG0211
 AG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232931(NAD 83)
 AG0211_MARKER: DD = SURVEY DISK
 AG0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0211_SP_SET: CONCRETE INLET
 AG0211_STAMPING: 354 (SRD)
 AG0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0211
 AG0211  HISTORY     - Date     Condition        Report By
 AG0211  HISTORY     - UNK      MONUMENTED       FLHD
 AG0211  HISTORY     - 1976     GOOD             NGS
 AG0211
 AG0211                          STATION DESCRIPTION
 AG0211
 AG0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0211'IN CLEARWATER.
 AG0211'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.
 AG0211'FT. HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY ON U.S.
 AG0211'ALT. HWY. 19 FOR .30 MILES TO THE INTERSECTION OF CHESNUT ST. TURN
 AG0211'LEFT AND RUN EASTERLY ON CHESNUT ST. FOR .25 MILES TO THE INTERSECTION
 AG0211'OF MYRTLE AVE.  TURN RIGHT AND RUN SOUTHERLY ON MYRTLE AVE. FOR 0.45
 AG0211'MILES TO THE INTERSECTION OF LOTUS PATH.  STATION ON LEFT, S.E.
 AG0211'CORNER, 22.5 FT. EAST OF THE CENTERLINE OF MYRTLE AVE., 38.0 FT. SOUTH
 AG0211'OF THE CENTERLINE OF LOTUS PATH, 20.7 FT. NORTH OF A LIGHT POLE
 AG0211'(NUMBER 2-178).  SET IN THE TOP OF A CONCRETE INLET. SECTION 15, T 29,
 AG0211'R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0212 ***********************************************************************
 AG0212  DESIGNATION -  355 FLHD
 AG0212  PID         -  AG0212
 AG0212  STATE/COUNTY-  FL/PINELLAS
 AG0212  USGS QUAD   -  CLEARWATER (1987)
 AG0212
 AG0212                         *CURRENT SURVEY CONTROL
 AG0212  ___________________________________________________________________
 AG0212* NAD 83(1986)-  27 56 55.     (N)    082 47 47.     (W)     SCALED    
 AG0212* NAVD 88     -        14.625  (meters)      47.98   (feet)  ADJUSTED  
 AG0212  ___________________________________________________________________
 AG0212  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0212  DYNAMIC HT  -          14.604 (meters)      47.91  (feet)  COMP
 AG0212  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AG0212
 AG0212  VERT ORDER  -  SECOND    CLASS II
 AG0212
 AG0212.The horizontal coordinates were scaled from a topographic map and have
 AG0212.an estimated accuracy of +/- 6 seconds.
 AG0212
 AG0212.The orthometric height was determined by differential leveling
 AG0212.and adjusted by the National Geodetic Survey in June 1991..
 AG0212
 AG0212.The geoid height was determined by GEOID03.
 AG0212
 AG0212.The dynamic height is computed by dividing the NAVD 88
 AG0212.geopotential number by the normal gravity value computed on the
 AG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0212.degrees latitude (g = 980.6199 gals.).
 AG0212
 AG0212.The modeled gravity was interpolated from observed gravity values.
 AG0212
 AG0212;                    North         East    Units  Estimated Accuracy
 AG0212;SPC FL W     -   400,770.      121,630.      MT  (+/- 180 meters Scaled)
 AG0212
 AG0212                          SUPERSEDED SURVEY CONTROL
 AG0212
 AG0212  NGVD 29 (??/??/92)   14.888  (m)           48.84   (f) ADJ UNCH    2 2
 AG0212
 AG0212.Superseded values are not recommended for survey control.
 AG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0212.See file dsdata.txt to determine how the superseded data were derived.
 AG0212
 AG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232928(NAD 83)
 AG0212_MARKER: DD = SURVEY DISK
 AG0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0212_SP_SET: CONCRETE INLET
 AG0212_STAMPING: 355
 AG0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0212
 AG0212  HISTORY     - Date     Condition        Report By
 AG0212  HISTORY     - UNK      MONUMENTED       FLHD
 AG0212  HISTORY     - 1976     GOOD             NGS
 AG0212
 AG0212                          STATION DESCRIPTION
 AG0212
 AG0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0212'IN CLEARWATER.
 AG0212'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY. 19 (S. FT.
 AG0212'HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY ON U.S. ALT
 AG0212'HWY. 19 FOR .30 MILES TO THE INTERSECTION OF CHESNUT ST. TURN LEFT AND
 AG0212'RUN EASTERLY ON CHESNUT ST. FOR .25 MILES TO THE INTERSECTION OF
 AG0212'MYRTLE AVE.  TURN RIGHT AND RUN SOUTHERLY ON MYRTLE AVE. FOR 0.80
 AG0212'MILES.  STATION ON LEFT, 23.0 FT. EAST OF THE CENTERLINE OF MYRTLE
 AG0212'AVE., 252.7 FT. NORTH OF THE CENTERLINE OF LAKEVIEW ST., 12.4 FT. N.W.
 AG0212'OF A POWER AND LIGHT POLE (NUMBER 6A-10849). SET IN THE TOP OF A
 AG0212'CONCRETE INLET.  SECTION 22, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0213 ***********************************************************************
 AG0213  DESIGNATION -  356 FLHD
 AG0213  PID         -  AG0213
 AG0213  STATE/COUNTY-  FL/PINELLAS
 AG0213  USGS QUAD   -  CLEARWATER (1987)
 AG0213
 AG0213                         *CURRENT SURVEY CONTROL
 AG0213  ___________________________________________________________________
 AG0213* NAD 83(1986)-  27 59 01.     (N)    082 45 47.     (W)     SCALED    
 AG0213* NAVD 88     -        19.559  (meters)      64.17   (feet)  ADJUSTED  
 AG0213  ___________________________________________________________________
 AG0213  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0213  DYNAMIC HT  -          19.531 (meters)      64.08  (feet)  COMP
 AG0213  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 AG0213
 AG0213  VERT ORDER  -  SECOND    CLASS II
 AG0213
 AG0213.The horizontal coordinates were scaled from a topographic map and have
 AG0213.an estimated accuracy of +/- 6 seconds.
 AG0213
 AG0213.The orthometric height was determined by differential leveling
 AG0213.and adjusted by the National Geodetic Survey in June 1991..
 AG0213
 AG0213.The geoid height was determined by GEOID03.
 AG0213
 AG0213.The dynamic height is computed by dividing the NAVD 88
 AG0213.geopotential number by the normal gravity value computed on the
 AG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0213.degrees latitude (g = 980.6199 gals.).
 AG0213
 AG0213.The modeled gravity was interpolated from observed gravity values.
 AG0213
 AG0213;                    North         East    Units  Estimated Accuracy
 AG0213;SPC FL W     -   404,630.      124,940.      MT  (+/- 180 meters Scaled)
 AG0213
 AG0213                          SUPERSEDED SURVEY CONTROL
 AG0213
 AG0213  NGVD 29 (??/??/92)   19.821  (m)           65.03   (f) ADJ UNCH    2 2
 AG0213
 AG0213.Superseded values are not recommended for survey control.
 AG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0213.See file dsdata.txt to determine how the superseded data were derived.
 AG0213
 AG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL266966(NAD 83)
 AG0213_MARKER: DD = SURVEY DISK
 AG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0213_STAMPING: 356
 AG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0213+STABILITY: SURFACE MOTION
 AG0213
 AG0213  HISTORY     - Date     Condition        Report By
 AG0213  HISTORY     - UNK      MONUMENTED       FLHD
 AG0213  HISTORY     - 1976     GOOD             NGS
 AG0213
 AG0213                          STATION DESCRIPTION
 AG0213
 AG0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0213'IN CLEARWATER.
 AG0213'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0213'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0213'588 FOR 2.05 MILES TO THE INTERSECTION OF KEENE RD.  TURN RIGHT AND
 AG0213'RUN SOUTHERLY ON KEENE RD. FOR .40 MILE.  STATION ON RIGHT 44.9 FT.
 AG0213'WEST OF THE EXTENDED CENTERLINE OF KEENE RD., 51.4 FT. NORTH OF THE
 AG0213'CENTERLINE OF RAILROAD TRACKS, 99.9 FT. EAST OF THE S.W. CORNER OF A 6
 AG0213'FT. HIGH CHAIN LINK FENCE 97.8 FT. S.W. OF A POWER POLE (NUMBER
 AG0213'6A-1198S R).  SET IN THE TOP OF A 1.5X2.5 CONCRETE POST THAT IS 1 FOOT
 AG0213'BELOW THE LEVEL OF THE RAILROAD TRACKS.  SECTION 2, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0214 ***********************************************************************
 AG0214  DESIGNATION -  357 FLHD
 AG0214  PID         -  AG0214
 AG0214  STATE/COUNTY-  FL/PINELLAS
 AG0214  USGS QUAD   -  CLEARWATER (1987)
 AG0214
 AG0214                         *CURRENT SURVEY CONTROL
 AG0214  ___________________________________________________________________
 AG0214* NAD 83(1986)-  27 59 25.     (N)    082 45 47.     (W)     SCALED    
 AG0214* NAVD 88     -        15.906  (meters)      52.18   (feet)  ADJUSTED  
 AG0214  ___________________________________________________________________
 AG0214  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AG0214  DYNAMIC HT  -          15.883 (meters)      52.11  (feet)  COMP
 AG0214  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AG0214
 AG0214  VERT ORDER  -  SECOND    CLASS II
 AG0214
 AG0214.The horizontal coordinates were scaled from a topographic map and have
 AG0214.an estimated accuracy of +/- 6 seconds.
 AG0214
 AG0214.The orthometric height was determined by differential leveling
 AG0214.and adjusted by the National Geodetic Survey in June 1991..
 AG0214
 AG0214.The geoid height was determined by GEOID03.
 AG0214
 AG0214.The dynamic height is computed by dividing the NAVD 88
 AG0214.geopotential number by the normal gravity value computed on the
 AG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0214.degrees latitude (g = 980.6199 gals.).
 AG0214
 AG0214.The modeled gravity was interpolated from observed gravity values.
 AG0214
 AG0214;                    North         East    Units  Estimated Accuracy
 AG0214;SPC FL W     -   405,370.      124,940.      MT  (+/- 180 meters Scaled)
 AG0214
 AG0214                          SUPERSEDED SURVEY CONTROL
 AG0214
 AG0214  NGVD 29 (??/??/92)   16.168  (m)           53.04   (f) ADJ UNCH    2 2
 AG0214
 AG0214.Superseded values are not recommended for survey control.
 AG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0214.See file dsdata.txt to determine how the superseded data were derived.
 AG0214
 AG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL266973(NAD 83)
 AG0214_MARKER: DD = SURVEY DISK
 AG0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0214_SP_SET: CULVERT
 AG0214_STAMPING: 357
 AG0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0214
 AG0214  HISTORY     - Date     Condition        Report By
 AG0214  HISTORY     - UNK      MONUMENTED       FLHD
 AG0214  HISTORY     - 1976     GOOD             NGS
 AG0214
 AG0214                          STATION DESCRIPTION
 AG0214
 AG0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0214'IN CLEARWATER.
 AG0214'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0214'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0214'588 FOR 2.15 MILES STATION ON RIGHT, 30.4 FT. SOUTH OF THE CENTERLINE
 AG0214'OF SUNSET POINT RD., 83.3 FT. WEST OF A POWER AND LIGHT POLE (NUMBER
 AG0214'6A-25931-R).  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 1, T 29,
 AG0214'R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0215 ***********************************************************************
 AG0215  DESIGNATION -  358 FLHD
 AG0215  PID         -  AG0215
 AG0215  STATE/COUNTY-  FL/PINELLAS
 AG0215  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0215
 AG0215                         *CURRENT SURVEY CONTROL
 AG0215  ___________________________________________________________________
 AG0215* NAD 83(1986)-  27 59 25.     (N)    082 44 05.     (W)     SCALED    
 AG0215* NAVD 88     -        21.379  (meters)      70.14   (feet)  ADJUSTED  
 AG0215  ___________________________________________________________________
 AG0215  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG0215  DYNAMIC HT  -          21.348 (meters)      70.04  (feet)  COMP
 AG0215  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG0215
 AG0215  VERT ORDER  -  SECOND    CLASS II
 AG0215
 AG0215.The horizontal coordinates were scaled from a topographic map and have
 AG0215.an estimated accuracy of +/- 6 seconds.
 AG0215
 AG0215.The orthometric height was determined by differential leveling
 AG0215.and adjusted by the National Geodetic Survey in June 1991..
 AG0215
 AG0215.The geoid height was determined by GEOID03.
 AG0215
 AG0215.The dynamic height is computed by dividing the NAVD 88
 AG0215.geopotential number by the normal gravity value computed on the
 AG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0215.degrees latitude (g = 980.6199 gals.).
 AG0215
 AG0215.The modeled gravity was interpolated from observed gravity values.
 AG0215
 AG0215;                    North         East    Units  Estimated Accuracy
 AG0215;SPC FL W     -   405,350.      127,730.      MT  (+/- 180 meters Scaled)
 AG0215
 AG0215                          SUPERSEDED SURVEY CONTROL
 AG0215
 AG0215  NGVD 29 (??/??/92)   21.640  (m)           71.00   (f) ADJ UNCH    2 2
 AG0215
 AG0215.Superseded values are not recommended for survey control.
 AG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0215.See file dsdata.txt to determine how the superseded data were derived.
 AG0215
 AG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL294973(NAD 83)
 AG0215_MARKER: DD = SURVEY DISK
 AG0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0215_SP_SET: CULVERT
 AG0215_STAMPING: 358
 AG0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0215
 AG0215  HISTORY     - Date     Condition        Report By
 AG0215  HISTORY     - UNK      MONUMENTED       FLHD
 AG0215  HISTORY     - 1976     GOOD             NGS
 AG0215
 AG0215                          STATION DESCRIPTION
 AG0215
 AG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0215'IN CLEARWATER.
 AG0215'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0215'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0215'588 FOR 3.90 MILES.  STATION ON RIGHT, 44.8 FT. SOUTH OF THE
 AG0215'CENTERLINE OF SUNSET POINT RD., 137.6 FT. EAST OF THE EXTENDED
 AG0215'CENTERLINE OF E. SKYLINE DR.  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0215'SECTION 6, T 29, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0100 ***********************************************************************
 AL0100  DESIGNATION -  359 FLHD
 AL0100  PID         -  AL0100
 AL0100  STATE/COUNTY-  FL/PINELLAS
 AL0100  USGS QUAD   -  OLDSMAR (1987)
 AL0100
 AL0100                         *CURRENT SURVEY CONTROL
 AL0100  ___________________________________________________________________
 AL0100* NAD 83(1986)-  28 04 01.     (N)    082 43 35.     (W)     SCALED    
 AL0100* NAVD 88     -         9.596  (meters)      31.48   (feet)  ADJUSTED  
 AL0100  ___________________________________________________________________
 AL0100  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL0100  DYNAMIC HT  -           9.582 (meters)      31.44  (feet)  COMP
 AL0100  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AL0100
 AL0100  VERT ORDER  -  SECOND    CLASS II
 AL0100
 AL0100.The horizontal coordinates were scaled from a topographic map and have
 AL0100.an estimated accuracy of +/- 6 seconds.
 AL0100
 AL0100.The orthometric height was determined by differential leveling
 AL0100.and adjusted by the National Geodetic Survey in June 1991..
 AL0100
 AL0100.The geoid height was determined by GEOID03.
 AL0100
 AL0100.The dynamic height is computed by dividing the NAVD 88
 AL0100.geopotential number by the normal gravity value computed on the
 AL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0100.degrees latitude (g = 980.6199 gals.).
 AL0100
 AL0100.The modeled gravity was interpolated from observed gravity values.
 AL0100
 AL0100;                    North         East    Units  Estimated Accuracy
 AL0100;SPC FL W     -   413,840.      128,600.      MT  (+/- 180 meters Scaled)
 AL0100
 AL0100                          SUPERSEDED SURVEY CONTROL
 AL0100
 AL0100  NGVD 29 (??/??/92)    9.854  (m)           32.33   (f) ADJ UNCH    2 2
 AL0100
 AL0100.Superseded values are not recommended for survey control.
 AL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0100.See file dsdata.txt to determine how the superseded data were derived.
 AL0100
 AL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM303058(NAD 83)
 AL0100_MARKER: DD = SURVEY DISK
 AL0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0100_SP_SET: CULVERT
 AL0100_STAMPING: 359
 AL0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0100
 AL0100  HISTORY     - Date     Condition        Report By
 AL0100  HISTORY     - UNK      MONUMENTED       FLHD
 AL0100  HISTORY     - 1976     GOOD             NGS
 AL0100  HISTORY     - 1989     GOOD             USPSQD
 AL0100  HISTORY     - 1990     GOOD             USPSQD
 AL0100
 AL0100                          STATION DESCRIPTION
 AL0100
 AL0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0100'IN OZONA.
 AL0100'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0100'RUN EASTERLY ON SR-584 FOR 0.85 MILES.  STATION ON RIGHT, 31.8 FT.
 AL0100'SOUTH OF THE CENTERLINE OF SR-584, 125.7 FT. W.S.W. OF A TELEPHONE
 AL0100'POLE (NUMBER 36).  SET IN THE TOP OF THE WEST END OF A CONCRETE
 AL0100'HEADWALL.  SECTION 8, T 28, R 16.
 AL0100
 AL0100                          STATION RECOVERY (1989)
 AL0100
 AL0100'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0100'RECOVERED IN GOOD CONDITION.
 AL0100
 AL0100                          STATION RECOVERY (1990)
 AL0100
 AL0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2712 ***********************************************************************
 AD2712  DESIGNATION -  36
 AD2712  PID         -  AD2712
 AD2712  STATE/COUNTY-  FL/PALM BEACH
 AD2712  USGS QUAD   -  LAKE WORTH (1983)
 AD2712
 AD2712                         *CURRENT SURVEY CONTROL
 AD2712  ___________________________________________________________________
 AD2712* NAD 83(1986)-  26 32 42.     (N)    080 02 36.     (W)     SCALED    
 AD2712* NAVD 88     -         6.674  (meters)      21.90   (feet)  ADJUSTED  
 AD2712  ___________________________________________________________________
 AD2712  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AD2712  DYNAMIC HT  -           6.664 (meters)      21.86  (feet)  COMP
 AD2712  MODELED GRAV-     979,103.2   (mgal)                       NAVD 88
 AD2712
 AD2712  VERT ORDER  -  SECOND    CLASS 0
 AD2712
 AD2712.The horizontal coordinates were scaled from a topographic map and have
 AD2712.an estimated accuracy of +/- 6 seconds.
 AD2712
 AD2712.The orthometric height was determined by differential leveling
 AD2712.and adjusted by the National Geodetic Survey in June 1991..
 AD2712
 AD2712.The geoid height was determined by GEOID03.
 AD2712
 AD2712.The dynamic height is computed by dividing the NAVD 88
 AD2712.geopotential number by the normal gravity value computed on the
 AD2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2712.degrees latitude (g = 980.6199 gals.).
 AD2712
 AD2712.The modeled gravity was interpolated from observed gravity values.
 AD2712
 AD2712;                    North         East    Units  Estimated Accuracy
 AD2712;SPC FL E     -   245,350.      295,330.      MT  (+/- 180 meters Scaled)
 AD2712
 AD2712                          SUPERSEDED SURVEY CONTROL
 AD2712
 AD2712  NGVD 29 (??/??/92)    7.146  (m)           23.44   (f) ADJ UNCH    2 0
 AD2712
 AD2712.Superseded values are not recommended for survey control.
 AD2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2712.See file dsdata.txt to determine how the superseded data were derived.
 AD2712
 AD2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK952363(NAD 83)
 AD2712_MARKER: DD = SURVEY DISK
 AD2712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2712_SP_SET: SIDEWALK
 AD2712_STAMPING: 36
 AD2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2712
 AD2712  HISTORY     - Date     Condition        Report By
 AD2712  HISTORY     - UNK      MONUMENTED       FL-099
 AD2712  HISTORY     - 1970     GOOD             NGS
 AD2712  HISTORY     - 1973     GOOD             NGS
 AD2712  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AD2712  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD2712  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 20050209 MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2712
 AD2712                          STATION DESCRIPTION
 AD2712
 AD2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2712'1.3 MI N FROM OCEAN RIDGE.
 AD2712'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2712'OF STATE HIGHWAY 804 AT OCEAN RIDGE, SET ON THE TOP OF THE
 AD2712'WEST CONCRETE SIDEWALK OF A BRIDGE OVER AN INLET, 37.6 FEET
 AD2712'SOUTHWEST OF C AND GS TRIANGULATION STATION HAULOVER DESCRIBED,
 AD2712'14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET NORTH
 AD2712'OF THE SOUTH END OF THE SIDEWALK AND 1 FOOT ABOVE THE LEVEL OF
 AD2712'THE SIDEWALK.
 AD2712
 AD2712                          STATION RECOVERY (1973)
 AD2712
 AD2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2712'RECOVERED IN GOOD CONDITION.
 AD2712
 AD2712                          STATION RECOVERY (1983)
 AD2712
 AD2712'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (1987)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (1989)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (2001)
 AD2712
 AD2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2712'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2712
 AD2712                          STATION RECOVERY (2003)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2712'DESCRIPTION SHOULD READ 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY INSTEAD
 AD2712'OF THE SIDEWALK.
 AD2712
 AD2712                          STATION RECOVERY (2005)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (2005)
 AD2712
 AD2712'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2712'MARK NOT FOUND
 AD2712' 
 AD2712' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5007 ***********************************************************************
 AK5007  DESIGNATION -  36 5 TGT O/S
 AK5007  PID         -  AK5007
 AK5007  STATE/COUNTY-  FL/BREVARD
 AK5007  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5007
 AK5007                         *CURRENT SURVEY CONTROL
 AK5007  ___________________________________________________________________
 AK5007* NAD 83(1986)-  28 28 04.     (N)    080 32 17.     (W)     SCALED    
 AK5007* NAVD 88     -         3.748  (meters)      12.30   (feet)  ADJUSTED  
 AK5007  ___________________________________________________________________
 AK5007  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AK5007  DYNAMIC HT  -           3.742 (meters)      12.28  (feet)  COMP
 AK5007  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 AK5007
 AK5007  VERT ORDER  -  FIRST     CLASS II
 AK5007
 AK5007.The horizontal coordinates were scaled from a topographic map and have
 AK5007.an estimated accuracy of +/- 6 seconds.
 AK5007
 AK5007.The orthometric height was determined by differential leveling
 AK5007.and adjusted by the National Geodetic Survey in June 1991..
 AK5007
 AK5007.The geoid height was determined by GEOID03.
 AK5007
 AK5007.The dynamic height is computed by dividing the NAVD 88
 AK5007.geopotential number by the normal gravity value computed on the
 AK5007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5007.degrees latitude (g = 980.6199 gals.).
 AK5007
 AK5007.The modeled gravity was interpolated from observed gravity values.
 AK5007
 AK5007;                    North         East    Units  Estimated Accuracy
 AK5007;SPC FL E     -   458,130.      245,240.      MT  (+/- 180 meters Scaled)
 AK5007
 AK5007                          SUPERSEDED SURVEY CONTROL
 AK5007
 AK5007  NGVD 29 (09/01/92)    4.123  (m)           13.53   (f) ADJUSTED    1 2
 AK5007
 AK5007.Superseded values are not recommended for survey control.
 AK5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5007.See file dsdata.txt to determine how the superseded data were derived.
 AK5007
 AK5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM452491(NAD 83)
 AK5007_MARKER: DD = SURVEY DISK
 AK5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK5007_STAMPING: 36-5 O/S 1961 PAA SURVEY
 AK5007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5007+STABILITY: SURFACE MOTION
 AK5007
 AK5007  HISTORY     - Date     Condition        Report By
 AK5007  HISTORY     - UNK      MONUMENTED       PANAM
 AK5007  HISTORY     - 1976     GOOD             DOD
 AK5007
 AK5007                          STATION DESCRIPTION
 AK5007
 AK5007'DESCRIBED BY US DEPARTMENT OF DEFENSE 1976
 AK5007'IN CAPE CANAVERAL MISSILE BASE.
 AK5007'LOCATED AT COMPLEX 36 A, ON THE EAST SIDE OF A CONCRETE RAMP THAT
 AK5007'LEADS TO THE LAUNCH PAD.  54 FEET EAST OF THE EAST EDGE OF A CONCRETE
 AK5007'RAMP THAT LEADS TO THE LAUNCH PAD, 53 FEET WEST OF A FIRE HYDRANT AND
 AK5007'18 FEET SOUTH OF A METAL POWER BOX.  THE MARK IS A 5 X 5 INCH CONCRETE
 AK5007'POST, FLUSH WITH THE BLACK-TOP SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2779 ***********************************************************************
 AQ2779  DESIGNATION -  36 90 GPS 2
 AQ2779  PID         -  AQ2779
 AQ2779  STATE/COUNTY-  FL/MARION
 AQ2779  USGS QUAD   -  HALFMOON LAKE (1993)
 AQ2779
 AQ2779                         *CURRENT SURVEY CONTROL
 AQ2779  ___________________________________________________________________
 AQ2779* NAD 83(1999)-  29 10 19.28267(N)    081 51 33.78430(W)     ADJUSTED  
 AQ2779* NAVD 88     -        23.5    (meters)      77.     (feet)  GPS OBS   
 AQ2779  ___________________________________________________________________
 AQ2779  X           -     789,233.584 (meters)                     COMP
 AQ2779  Y           -  -5,517,403.610 (meters)                     COMP
 AQ2779  Z           -   3,090,561.010 (meters)                     COMP
 AQ2779  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AQ2779  ELLIP HEIGHT-          -4.64  (meters)          (09/30/02) GPS OBS
 AQ2779  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AQ2779
 AQ2779  HORZ ORDER  -  SECOND
 AQ2779  ELLP ORDER  -  FOURTH    CLASS II
 AQ2779
 AQ2779.The horizontal coordinates were established by GPS observations
 AQ2779.and adjusted by the National Geodetic Survey in September 2002..
 AQ2779
 AQ2779.The orthometric height was determined by GPS observations and a
 AQ2779.high-resolution geoid model.
 AQ2779
 AQ2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2779
 AQ2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2779
 AQ2779.The ellipsoidal height was determined by GPS observations
 AQ2779.and is referenced to NAD 83.
 AQ2779
 AQ2779.The geoid height was determined by GEOID03.
 AQ2779
 AQ2779;                    North         East     Units Scale Factor Converg.
 AQ2779;SPC FL W     -   536,103.644   213,677.874   MT  0.99994348   +0 04 06.7
 AQ2779;SPC FL W     - 1,758,866.71    701,041.49   sFT  0.99994348   +0 04 06.7
 AQ2779;UTM  17      - 3,227,350.026   416,433.314   MT  0.99968617   -0 25 08.1
 AQ2779
 AQ2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2779!SPC FL W     -   1.00000073  x   0.99994348  =   0.99994421
 AQ2779!UTM  17      -   1.00000073  x   0.99968617  =   0.99968690
 AQ2779
 AQ2779                          SUPERSEDED SURVEY CONTROL
 AQ2779
 AQ2779  NAD 83(1990)-  29 10 19.28075(N)    081 51 33.78343(W) AD(       ) 2
 AQ2779  ELLIP H (03/04/92)   -4.58   (m)                       GP(       ) 4 2
 AQ2779
 AQ2779.Superseded values are not recommended for survey control.
 AQ2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2779.See file dsdata.txt to determine how the superseded data were derived.
 AQ2779
 AQ2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1643327350(NAD 83)
 AQ2779_MARKER: DE = TRAVERSE STATION DISK
 AQ2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2779_SP_SET: CONCRETE POST
 AQ2779_STAMPING: 36 90 GPS 2
 AQ2779_MARK LOGO: FLDT  
 AQ2779_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2779+STABILITY: SURFACE MOTION
 AQ2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2779+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AQ2779
 AQ2779  HISTORY     - Date     Condition        Report By
 AQ2779  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2779
 AQ2779                          STATION DESCRIPTION
 AQ2779
 AQ2779'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2779'THE STATION IS LOCATED ON THE N SIDE OF SR-40 IN THE VICINITY OF SE
 AQ2779'176TH AVE IN THE TOWN OF LYNN, FL. ABOUT 76.2 M (250.0 FT) ENE OF THE
 AQ2779'FOREST METHODIST CHURCH ON THE NORTHERLY EDGE OF THE SR-40
 AQ2779'RIGHT-OF-WAY.
 AQ2779'TO REACH THE STATION FROM THE INTERSECTION OF SE 176TH AVE IN LYNN, FL
 AQ2779'PROCEED E ON SR-40 APPROXIMATELY 78 M (255.9 FT) TO S 3.05 M
 AQ2779'(10.0 FT) N OF A METAL WITNESS POST, 18 M (59.1 FT) N OF THE
 AQ2779'CENTERLINE OF SR-40, 24.08 M (79.0 FT) E OF POWER POLE AND 32.77 M
 AQ2779'(107.5 FT) E OF THE CENTERLINE OF A DIRT ROAD LEADING N.
 AQ2779'DESCRIBED BY MAX CHERBONNEAUX
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2778 ***********************************************************************
 AQ2778  DESIGNATION -  36 90 GPS 3
 AQ2778  PID         -  AQ2778
 AQ2778  STATE/COUNTY-  FL/MARION
 AQ2778  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2778
 AQ2778                         *CURRENT SURVEY CONTROL
 AQ2778  ___________________________________________________________________
 AQ2778* NAD 83(1999)-  29 10 42.68315(N)    081 43 40.18210(W)     ADJUSTED  
 AQ2778* NAVD 88     -        28.74   (meters)      94.3    (feet)  LEVELING  
 AQ2778  ___________________________________________________________________
 AQ2778  X           -     801,850.049 (meters)                     COMP
 AQ2778  Y           -  -5,515,233.772 (meters)                     COMP
 AQ2778  Z           -   3,091,192.563 (meters)                     COMP
 AQ2778  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AQ2778  ELLIP HEIGHT-           0.47  (meters)          (09/30/02) GPS OBS
 AQ2778  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AQ2778
 AQ2778  HORZ ORDER  -  SECOND
 AQ2778  VERT ORDER  -  THIRD
 AQ2778  ELLP ORDER  -  FOURTH    CLASS II
 AQ2778
 AQ2778.The horizontal coordinates were established by GPS observations
 AQ2778.and adjusted by the National Geodetic Survey in September 2002..
 AQ2778
 AQ2778.The orthometric height was determined by differential leveling.
 AQ2778.The vertical network tie was performed by a horz. field party for horz.
 AQ2778.obs reductions. Reset procedures were used to establish the elevation.
 AQ2778
 AQ2778.Photographs are available for this station.
 AQ2778
 AQ2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2778
 AQ2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2778
 AQ2778.The ellipsoidal height was determined by GPS observations
 AQ2778.and is referenced to NAD 83.
 AQ2778
 AQ2778.The geoid height was determined by GEOID03.
 AQ2778
 AQ2778;                    North         East     Units Scale Factor Converg.
 AQ2778;SPC FL W     -   536,846.541   226,472.905   MT  0.99994982   +0 07 57.7
 AQ2778;SPC FL W     - 1,761,304.03    743,019.86   sFT  0.99994982   +0 07 57.7
 AQ2778;UTM  17      - 3,227,983.858   429,230.713   MT  0.99966180   -0 21 17.5
 AQ2778
 AQ2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2778!SPC FL W     -   0.99999993  x   0.99994982  =   0.99994975
 AQ2778!UTM  17      -   0.99999993  x   0.99966180  =   0.99966173
 AQ2778
 AQ2778                          SUPERSEDED SURVEY CONTROL
 AQ2778
 AQ2778  NAD 83(1990)-  29 10 42.68178(N)    081 43 40.18172(W) AD(       ) 2
 AQ2778  ELLIP H (03/04/92)    0.48   (m)                       GP(       ) 4 2
 AQ2778
 AQ2778.Superseded values are not recommended for survey control.
 AQ2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2778.See file dsdata.txt to determine how the superseded data were derived.
 AQ2778
 AQ2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2923127984(NAD 83)
 AQ2778_MARKER: DD = SURVEY DISK
 AQ2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2778_SP_SET: CONCRETE POST
 AQ2778_STAMPING: 36 90 GPS 3
 AQ2778_MARK LOGO: FLDT  
 AQ2778_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2778+STABILITY: SURFACE MOTION
 AQ2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2778+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2004
 AQ2778
 AQ2778  HISTORY     - Date     Condition        Report By
 AQ2778  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2778  HISTORY     - 20040416 GOOD             FLDEP
 AQ2778
 AQ2778                          STATION DESCRIPTION
 AQ2778
 AQ2778'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2778'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST APPROXIMATELY 14.5
 AQ2778'KM (9.00 MI) E OF LYNN, FL. ON SR-40 AT THE INTERSECTION OF SR-40
 AQ2778'AND FOREST ROAD 65, A GRADED ROAD.
 AQ2778'THE STATION PROJECTS 8 CM ABOVE THE GROUND AND IS LOCATED
 AQ2778'APPROXIMATELY 1.22 M (4.0 FT) W OF A METAL WITNESS POST, 6.55 M
 AQ2778'(21.5 FT) W OF THE CENTERLINE OF FOREST ROAD 65, 50.44 M (165.5 FT) N
 AQ2778'OF THE N EDGE OF PAVEMENT OF SR-40 AND 31.09 M (102.0 FT) NE OF A 10
 AQ2778'IN PINE WITH A YELLOW PAINT MARK.
 AQ2778'DESCRIBED BY MAX CHERBONNEAUX
 AQ2778
 AQ2778                          STATION RECOVERY (2004)
 AQ2778
 AQ2778'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2778'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2780 ***********************************************************************
 AQ2780  DESIGNATION -  36 90 GPS 4
 AQ2780  PID         -  AQ2780
 AQ2780  STATE/COUNTY-  FL/MARION
 AQ2780  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2780
 AQ2780                         *CURRENT SURVEY CONTROL
 AQ2780  ___________________________________________________________________
 AQ2780* NAD 83(1999)-  29 10 05.07587(N)    081 38 33.40944(W)     ADJUSTED  
 AQ2780* NAVD 88     -        18.079  (meters)      59.31   (feet)  ADJUSTED  
 AQ2780  ___________________________________________________________________
 AQ2780  X           -     810,132.512 (meters)                     COMP
 AQ2780  Y           -  -5,514,584.288 (meters)                     COMP
 AQ2780  Z           -   3,090,176.363 (meters)                     COMP
 AQ2780  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AQ2780  ELLIP HEIGHT-         -10.21  (meters)          (09/30/02) GPS OBS
 AQ2780  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AQ2780  DYNAMIC HT  -          18.053 (meters)      59.23  (feet)  COMP
 AQ2780  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 AQ2780
 AQ2780  HORZ ORDER  -  SECOND
 AQ2780  VERT ORDER  -  SECOND    CLASS I
 AQ2780  ELLP ORDER  -  FOURTH    CLASS II
 AQ2780
 AQ2780.The horizontal coordinates were established by GPS observations
 AQ2780.and adjusted by the National Geodetic Survey in September 2002..
 AQ2780
 AQ2780.The orthometric height was determined by differential leveling
 AQ2780.and adjusted by the National Geodetic Survey in April 2001..
 AQ2780
 AQ2780.Photographs are available for this station.
 AQ2780
 AQ2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2780
 AQ2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2780
 AQ2780.The ellipsoidal height was determined by GPS observations
 AQ2780.and is referenced to NAD 83.
 AQ2780
 AQ2780.The geoid height was determined by GEOID03.
 AQ2780
 AQ2780.The dynamic height is computed by dividing the NAVD 88
 AQ2780.geopotential number by the normal gravity value computed on the
 AQ2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2780.degrees latitude (g = 980.6199 gals.).
 AQ2780
 AQ2780.The modeled gravity was interpolated from observed gravity values.
 AQ2780
 AQ2780;                    North         East     Units Scale Factor Converg.
 AQ2780;SPC FL W     -   535,710.926   234,764.918   MT  0.99995608   +0 10 27.1
 AQ2780;SPC FL W     - 1,757,578.26    770,224.57   sFT  0.99995608   +0 10 27.1
 AQ2780;SPC FL E     -   535,828.937   137,488.967   MT  0.99998938   -0 18 47.5
 AQ2780;SPC FL E     - 1,757,965.44    451,078.39   sFT  0.99998938   -0 18 47.5
 AQ2780;UTM  17      - 3,226,778.096   437,510.296   MT  0.99964818   -0 18 47.5
 AQ2780
 AQ2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2780!SPC FL W     -   1.00000160  x   0.99995608  =   0.99995768
 AQ2780!SPC FL E     -   1.00000160  x   0.99998938  =   0.99999098
 AQ2780!UTM  17      -   1.00000160  x   0.99964818  =   0.99964978
 AQ2780
 AQ2780                          SUPERSEDED SURVEY CONTROL
 AQ2780
 AQ2780  NAD 83(1990)-  29 10 05.07440(N)    081 38 33.40889(W) AD(       ) 2
 AQ2780  ELLIP H (03/04/92)  -10.20   (m)                       GP(       ) 4 2
 AQ2780
 AQ2780.Superseded values are not recommended for survey control.
 AQ2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2780.See file dsdata.txt to determine how the superseded data were derived.
 AQ2780
 AQ2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3751026778(NAD 83)
 AQ2780_MARKER: DD = SURVEY DISK
 AQ2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2780_SP_SET: CONCRETE POST
 AQ2780_STAMPING: 36 90 GPS 4
 AQ2780_MARK LOGO: FLDT  
 AQ2780_PROJECTION: RECESSED 3 CENTIMETERS
 AQ2780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2780+STABILITY: SURFACE MOTION
 AQ2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2780+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2004
 AQ2780
 AQ2780  HISTORY     - Date     Condition        Report By
 AQ2780  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2780  HISTORY     - 19980106 GOOD             FLDEP
 AQ2780  HISTORY     - 20040416 GOOD             FLDEP
 AQ2780
 AQ2780                          STATION DESCRIPTION
 AQ2780
 AQ2780'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2780'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST,IN THE SW QUADRANT
 AQ2780'OF THE INTERSECTION OF SR-40 AND SR-19.
 AQ2780'THE STATION PROJECTS 15 CM ABOVE THE GROUND AND IS LOCATED
 AQ2780'APPROXIMATELY 3.66 M (12.0 FT) E OF A METAL WITNESS POST, 26.09 M
 AQ2780'(85.6 FT) S OF A CONCRETE SIGNAL POLE, 12.8 M (42.0 FT) W OF THE
 AQ2780'CENTERLINE OF SR-19 AND 45.11 M (148.0 FT) S OF THE CENTERLINE OF
 AQ2780'SR-40.
 AQ2780'DESCRIBED BY MAX CHERBONNEAUX
 AQ2780
 AQ2780                          STATION RECOVERY (1998)
 AQ2780
 AQ2780'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AQ2780'RECOVERED AS DESCRIBED.
 AQ2780
 AQ2780                          STATION RECOVERY (2004)
 AQ2780
 AQ2780'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2780'RECOVERED AS DESCRIBED.
 AQ2780' 
 AQ2780'NOTE MARK NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5008 ***********************************************************************
 AK5008  DESIGNATION -  36 A 6 TBM
 AK5008  PID         -  AK5008
 AK5008  STATE/COUNTY-  FL/BREVARD
 AK5008  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5008
 AK5008                         *CURRENT SURVEY CONTROL
 AK5008  ___________________________________________________________________
 AK5008* NAD 83(1986)-  28 28 16.     (N)    080 32 15.     (W)     SCALED    
 AK5008* NAVD 88     -         3.131  (meters)      10.27   (feet)  ADJUSTED  
 AK5008  ___________________________________________________________________
 AK5008  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AK5008  DYNAMIC HT  -           3.126 (meters)      10.26  (feet)  COMP
 AK5008  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 AK5008
 AK5008  VERT ORDER  -  FIRST     CLASS II
 AK5008
 AK5008.The horizontal coordinates were scaled from a topographic map and have
 AK5008.an estimated accuracy of +/- 6 seconds.
 AK5008
 AK5008.The orthometric height was determined by differential leveling
 AK5008.and adjusted by the National Geodetic Survey in June 1991..
 AK5008
 AK5008.The geoid height was determined by GEOID03.
 AK5008
 AK5008.The dynamic height is computed by dividing the NAVD 88
 AK5008.geopotential number by the normal gravity value computed on the
 AK5008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5008.degrees latitude (g = 980.6199 gals.).
 AK5008
 AK5008.The modeled gravity was interpolated from observed gravity values.
 AK5008
 AK5008;                    North         East    Units  Estimated Accuracy
 AK5008;SPC FL E     -   458,500.      245,290.      MT  (+/- 180 meters Scaled)
 AK5008
 AK5008                          SUPERSEDED SURVEY CONTROL
 AK5008
 AK5008  NGVD 29 (??/??/92)    3.560  (m)           11.68   (f) ADJ UNCH    1 2
 AK5008
 AK5008.Superseded values are not recommended for survey control.
 AK5008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5008.See file dsdata.txt to determine how the superseded data were derived.
 AK5008
 AK5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM452494(NAD 83)
 AK5008_MARKER: N = NAIL
 AK5008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5008_SP_SET: CONCRETE PAD
 AK5008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5008
 AK5008  HISTORY     - Date     Condition        Report By
 AK5008  HISTORY     - UNK      MONUMENTED       PANAM
 AK5008  HISTORY     - 1966     GOOD             NGS
 AK5008
 AK5008                          STATION DESCRIPTION
 AK5008
 AK5008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK5008'AT CAPE KENNEDY.
 AK5008'LOCATED ON THE WEST SIDE OF A CONCRETE RAMP THAT LEADS TO LAUNCH
 AK5008'PAD 36 A, 93 FEET WEST OF THE WEST SIDE OF THE CONCRETE RAMP,
 AK5008'14 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 AK5008'BUILDING AND 9 FEET NORTH OF THE NORTH EDGE OF A BLACK-TOP
 AK5008'DRIVE.  THE MARK IS A RAM-SET NAIL DROVE IN A CONCRETE PAD
 AK5008'AND THE NAIL PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9267 ***********************************************************************
 DG9267  DESIGNATION -  36 CMP
 DG9267  PID         -  DG9267
 DG9267  STATE/COUNTY-  FL/MARION
 DG9267  USGS QUAD   -  LAKE KERR (1994)
 DG9267
 DG9267                         *CURRENT SURVEY CONTROL
 DG9267  ___________________________________________________________________
 DG9267* NAD 83(1986)-  29 20 51.     (N)    081 49 11.     (W)     SCALED    
 DG9267* NAVD 88     -        34.795  (meters)     114.16   (feet)  ADJUSTED  
 DG9267  ___________________________________________________________________
 DG9267  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG9267  DYNAMIC HT  -          34.747 (meters)     114.00  (feet)  COMP
 DG9267  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 DG9267
 DG9267  VERT ORDER  -  SECOND    CLASS I
 DG9267
 DG9267.The horizontal coordinates were scaled from a topographic map and have
 DG9267.an estimated accuracy of +/- 6 seconds.
 DG9267
 DG9267.The orthometric height was determined by differential leveling
 DG9267.and adjusted by the National Geodetic Survey in June 2005..
 DG9267
 DG9267.Photographs are available for this station.
 DG9267
 DG9267.The geoid height was determined by GEOID03.
 DG9267
 DG9267.The dynamic height is computed by dividing the NAVD 88
 DG9267.geopotential number by the normal gravity value computed on the
 DG9267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9267.degrees latitude (g = 980.6199 gals.).
 DG9267
 DG9267.The modeled gravity was interpolated from observed gravity values.
 DG9267
 DG9267;                    North         East    Units  Estimated Accuracy
 DG9267;SPC FL W     -   555,560.      217,510.      MT  (+/- 180 meters Scaled)
 DG9267
 DG9267                          SUPERSEDED SURVEY CONTROL
 DG9267
 DG9267.No superseded survey control is available for this station.
 DG9267
 DG9267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN204467(NAD 83)
 DG9267_MARKER: DD = SURVEY DISK
 DG9267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9267_STAMPING: 36 CMP
 DG9267_MARK LOGO: USGS  
 DG9267_PROJECTION: FLUSH
 DG9267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9267+STABILITY: SURFACE MOTION
 DG9267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9267+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9267
 DG9267  HISTORY     - Date     Condition        Report By
 DG9267  HISTORY     - 1966     MONUMENTED       USGS
 DG9267  HISTORY     - 20030624 GOOD             FLDEP
 DG9267
 DG9267                          STATION DESCRIPTION
 DG9267
 DG9267'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9267'THE MARK IS ABOUT 10.0 MI SOUTHEAST OF FORT MC COY, 3.7 MI
 DG9267'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 20, TOWNSHIP 13 SOUTH,
 DG9267'RANGE 25 EAST.
 DG9267' 
 DG9267'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG9267'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO SOUTH ON
 DG9267'STATE HIGHWAY 19 FOR 0.95 MI TO  THE JUNCTION OF COUNTY ROAD 314 ON
 DG9267'THE RIGHT, BEAR RIGHT ON COUNTY ROAD 314 AND GO  SOUTH-SOUTHWEST FOR
 DG9267'2.7 MI TO THE JUNCTION OF NORTHEAST 230 AVENUE (FOREST ROAD 88,
 DG9267'NORTHEAST 127TH STREET ROAD, NORTHEAST 203RD AVENUE) ON THE RIGHT AND
 DG9267'NORTHEAST 231  AVENUE (FOREST ROAD 88) ON THE LEFT, TURN RIGHT ON
 DG9267'NORTHEAST 230 AVENUE (FOREST  ROAD 88, NORTHEAST 127TH STREET ROAD,
 DG9267'NORTHEAST 203RD AVENUE) AND GO  NORTH-NORTHWEST FOR 3.2 MI TO A CURVE
 DG9267'RIGHT (AT THIS POINT NORTHEAST 127TH STREET ROAD  TURNS INTO NORTHEAST
 DG9267'203RD AVENUE ROAD) AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DG9267'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH NORTHEAST
 DG9267'127TH  STREET ROAD.
 DG9267' 
 DG9267'LOCATED 69.3 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A PAVED
 DG9267'ROAD, 59.0 FT SOUTH  OF THE CENTERLINE OF NORTHEAST 127TH STREET ROAD
 DG9267'AND 1.0 FT NORTHEAST OF A POWER POLE  WITH A WITNESS SIGN AND 6 GUY
 DG9267'WIRES ATTACHED.
 DG9267' 
 DG9267'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9267'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0105 ***********************************************************************
 AL0105  DESIGNATION -  360 FLHD
 AL0105  PID         -  AL0105
 AL0105  STATE/COUNTY-  FL/PINELLAS
 AL0105  USGS QUAD   -  OLDSMAR (1987)
 AL0105
 AL0105                         *CURRENT SURVEY CONTROL
 AL0105  ___________________________________________________________________
 AL0105* NAD 83(1986)-  28 04 01.     (N)    082 42 59.     (W)     SCALED    
 AL0105* NAVD 88     -         4.017  (meters)      13.18   (feet)  ADJUSTED  
 AL0105  ___________________________________________________________________
 AL0105  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0105  DYNAMIC HT  -           4.012 (meters)      13.16  (feet)  COMP
 AL0105  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AL0105
 AL0105  VERT ORDER  -  SECOND    CLASS II
 AL0105
 AL0105.The horizontal coordinates were scaled from a topographic map and have
 AL0105.an estimated accuracy of +/- 6 seconds.
 AL0105
 AL0105.The orthometric height was determined by differential leveling
 AL0105.and adjusted by the National Geodetic Survey in June 1991..
 AL0105
 AL0105.The geoid height was determined by GEOID03.
 AL0105
 AL0105.The dynamic height is computed by dividing the NAVD 88
 AL0105.geopotential number by the normal gravity value computed on the
 AL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0105.degrees latitude (g = 980.6199 gals.).
 AL0105
 AL0105.The modeled gravity was interpolated from observed gravity values.
 AL0105
 AL0105;                    North         East    Units  Estimated Accuracy
 AL0105;SPC FL W     -   413,830.      129,580.      MT  (+/- 180 meters Scaled)
 AL0105
 AL0105                          SUPERSEDED SURVEY CONTROL
 AL0105
 AL0105  NGVD 29 (??/??/92)    4.276  (m)           14.03   (f) ADJ UNCH    2 2
 AL0105
 AL0105.Superseded values are not recommended for survey control.
 AL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0105.See file dsdata.txt to determine how the superseded data were derived.
 AL0105
 AL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM313058(NAD 83)
 AL0105_MARKER: DD = SURVEY DISK
 AL0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0105_SP_SET: CULVERT
 AL0105_STAMPING: 360
 AL0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0105
 AL0105  HISTORY     - Date     Condition        Report By
 AL0105  HISTORY     - UNK      MONUMENTED       FLHD
 AL0105  HISTORY     - 1976     GOOD             NGS
 AL0105  HISTORY     - 1984     GOOD             USPSQD
 AL0105  HISTORY     - 1989     GOOD             USPSQD
 AL0105  HISTORY     - 1990     GOOD             USPSQD
 AL0105
 AL0105                          STATION DESCRIPTION
 AL0105
 AL0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0105'IN OZONA.
 AL0105'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0105'RUN EASTERLY ON SR-584 FOR 1.45 MILES.  STATION ON RIGHT, 30.6 FT.
 AL0105'S.W. OF THE CENTERLINE OF SR-584, 88.0 FT. S.S.W. OF A TELEPHONE POLE
 AL0105'(NO NUMBER), 19.6 FT. EAST OF A 24 IN. CYPRESS TREE. SET IN THE TOP OF
 AL0105'THE WEST END OF A CONCRETE HEADWALL.  SECTION 8, T 28, R 16.
 AL0105
 AL0105                          STATION RECOVERY (1984)
 AL0105
 AL0105'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0105'DELETE REFERENCE TO 'TELEPHONE POLE NO NUMBER' AND 19.6' EAST OF 24'
 AL0105'EXPRESS TREE . INSERT- 75 FT. EAST-NORTHEAST OF POLE 32242 AND
 AL0105'APPROX. 145 EAST OF ENTRANCE TO COUNTY PLACE.
 AL0105
 AL0105                          STATION RECOVERY (1989)
 AL0105
 AL0105'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0105'RECOVERED IN GOOD CONDITION.
 AL0105
 AL0105                          STATION RECOVERY (1990)
 AL0105
 AL0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0101 ***********************************************************************
 AL0101  DESIGNATION -  361 FLHD
 AL0101  PID         -  AL0101
 AL0101  STATE/COUNTY-  FL/PINELLAS
 AL0101  USGS QUAD   -  OLDSMAR (1987)
 AL0101
 AL0101                         *CURRENT SURVEY CONTROL
 AL0101  ___________________________________________________________________
 AL0101* NAD 83(1986)-  28 03 49.     (N)    082 42 35.     (W)     SCALED    
 AL0101* NAVD 88     -         5.440  (meters)      17.85   (feet)  ADJUSTED  
 AL0101  ___________________________________________________________________
 AL0101  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0101  DYNAMIC HT  -           5.432 (meters)      17.82  (feet)  COMP
 AL0101  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AL0101
 AL0101  VERT ORDER  -  SECOND    CLASS II
 AL0101
 AL0101.The horizontal coordinates were scaled from a topographic map and have
 AL0101.an estimated accuracy of +/- 6 seconds.
 AL0101
 AL0101.The orthometric height was determined by differential leveling
 AL0101.and adjusted by the National Geodetic Survey in June 1991..
 AL0101
 AL0101.The geoid height was determined by GEOID03.
 AL0101
 AL0101.The dynamic height is computed by dividing the NAVD 88
 AL0101.geopotential number by the normal gravity value computed on the
 AL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0101.degrees latitude (g = 980.6199 gals.).
 AL0101
 AL0101.The modeled gravity was interpolated from observed gravity values.
 AL0101
 AL0101;                    North         East    Units  Estimated Accuracy
 AL0101;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0101
 AL0101                          SUPERSEDED SURVEY CONTROL
 AL0101
 AL0101  NGVD 29 (??/??/92)    5.698  (m)           18.69   (f) ADJ UNCH    2 2
 AL0101
 AL0101.Superseded values are not recommended for survey control.
 AL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0101.See file dsdata.txt to determine how the superseded data were derived.
 AL0101
 AL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0101_MARKER: DD = SURVEY DISK
 AL0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0101_SP_SET: CULVERT
 AL0101_STAMPING: 361
 AL0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0101
 AL0101  HISTORY     - Date     Condition        Report By
 AL0101  HISTORY     - UNK      MONUMENTED       FLHD
 AL0101  HISTORY     - 1976     GOOD             NGS
 AL0101  HISTORY     - 1989     GOOD             USPSQD
 AL0101  HISTORY     - 1990     GOOD             USPSQD
 AL0101
 AL0101                          STATION DESCRIPTION
 AL0101
 AL0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0101'IN OZONA.
 AL0101'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0101'RUN EASTERLY ON SR-584 FOR 1.90 MILES TO THE S.W. CORNER OF A BRIDGE
 AL0101'OVER LAKE TARPON CANAL.  STATION ON RIGHT, SET IN TOP OF CONCRETE
 AL0101'HEADWALL.  SECTION 9, T 28, R 16.
 AL0101
 AL0101                          STATION RECOVERY (1989)
 AL0101
 AL0101'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0101'RECOVERED IN GOOD CONDITION.
 AL0101
 AL0101                          STATION RECOVERY (1990)
 AL0101
 AL0101'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0102 ***********************************************************************
 AL0102  DESIGNATION -  362 FLHD
 AL0102  PID         -  AL0102
 AL0102  STATE/COUNTY-  FL/PINELLAS
 AL0102  USGS QUAD   -  OLDSMAR (1987)
 AL0102
 AL0102                         *CURRENT SURVEY CONTROL
 AL0102  ___________________________________________________________________
 AL0102* NAD 83(1986)-  28 03 49.     (N)    082 42 35.     (W)     SCALED    
 AL0102* NAVD 88     -         4.522  (meters)      14.84   (feet)  ADJUSTED  
 AL0102  ___________________________________________________________________
 AL0102  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL0102  DYNAMIC HT  -           4.516 (meters)      14.82  (feet)  COMP
 AL0102  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AL0102
 AL0102  VERT ORDER  -  SECOND    CLASS II
 AL0102
 AL0102.The horizontal coordinates were scaled from a topographic map and have
 AL0102.an estimated accuracy of +/- 6 seconds.
 AL0102
 AL0102.The orthometric height was determined by differential leveling
 AL0102.and adjusted by the National Geodetic Survey in June 1991..
 AL0102
 AL0102.The geoid height was determined by GEOID03.
 AL0102
 AL0102.The dynamic height is computed by dividing the NAVD 88
 AL0102.geopotential number by the normal gravity value computed on the
 AL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0102.degrees latitude (g = 980.6199 gals.).
 AL0102
 AL0102.The modeled gravity was interpolated from observed gravity values.
 AL0102
 AL0102;                    North         East    Units  Estimated Accuracy
 AL0102;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0102
 AL0102                          SUPERSEDED SURVEY CONTROL
 AL0102
 AL0102  NGVD 29 (??/??/92)    4.780  (m)           15.68   (f) ADJ UNCH    2 2
 AL0102
 AL0102.Superseded values are not recommended for survey control.
 AL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0102.See file dsdata.txt to determine how the superseded data were derived.
 AL0102
 AL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0102_MARKER: DD = SURVEY DISK
 AL0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0102_SP_SET: CULVERT
 AL0102_STAMPING: 362
 AL0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0102
 AL0102  HISTORY     - Date     Condition        Report By
 AL0102  HISTORY     - UNK      MONUMENTED       FLHD
 AL0102  HISTORY     - 1976     GOOD             NGS
 AL0102  HISTORY     - 1989     GOOD             USPSQD
 AL0102  HISTORY     - 1990     GOOD             USPSQD
 AL0102
 AL0102                          STATION DESCRIPTION
 AL0102
 AL0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0102'IN OZONA.
 AL0102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0102'RUN EASTERLY ON SR-584 FOR 1.95 MILES TO THE N.E. CORNER OF A BRIDGE
 AL0102'OVER LAKE TARPON CANAL.  STATION ON LEFT, SET IN TOP OF CONCRETE
 AL0102'HEADWALL.  SECTION 9, T 28, R 16.
 AL0102
 AL0102                          STATION RECOVERY (1989)
 AL0102
 AL0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0102'RECOVERED IN GOOD CONDITION.
 AL0102
 AL0102                          STATION RECOVERY (1990)
 AL0102
 AL0102'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0103 ***********************************************************************
 AL0103  DESIGNATION -  363 FLHD
 AL0103  PID         -  AL0103
 AL0103  STATE/COUNTY-  FL/PINELLAS
 AL0103  USGS QUAD   -  OLDSMAR (1987)
 AL0103
 AL0103                         *CURRENT SURVEY CONTROL
 AL0103  ___________________________________________________________________
 AL0103* NAD 83(1986)-  28 03 13.     (N)    082 42 05.     (W)     SCALED    
 AL0103* NAVD 88     -         2.590  (meters)       8.50   (feet)  ADJUSTED  
 AL0103  ___________________________________________________________________
 AL0103  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL0103  DYNAMIC HT  -           2.586 (meters)       8.48  (feet)  COMP
 AL0103  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 AL0103
 AL0103  VERT ORDER  -  SECOND    CLASS II
 AL0103
 AL0103.The horizontal coordinates were scaled from a topographic map and have
 AL0103.an estimated accuracy of +/- 6 seconds.
 AL0103
 AL0103.The orthometric height was determined by differential leveling
 AL0103.and adjusted by the National Geodetic Survey in June 1991..
 AL0103
 AL0103.The geoid height was determined by GEOID03.
 AL0103
 AL0103.The dynamic height is computed by dividing the NAVD 88
 AL0103.geopotential number by the normal gravity value computed on the
 AL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0103.degrees latitude (g = 980.6199 gals.).
 AL0103
 AL0103.The modeled gravity was interpolated from observed gravity values.
 AL0103
 AL0103;                    North         East    Units  Estimated Accuracy
 AL0103;SPC FL W     -   412,350.      131,050.      MT  (+/- 180 meters Scaled)
 AL0103
 AL0103                          SUPERSEDED SURVEY CONTROL
 AL0103
 AL0103  NGVD 29 (??/??/92)    2.848  (m)            9.34   (f) ADJ UNCH    2 2
 AL0103
 AL0103.Superseded values are not recommended for survey control.
 AL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0103.See file dsdata.txt to determine how the superseded data were derived.
 AL0103
 AL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM327043(NAD 83)
 AL0103_MARKER: DD = SURVEY DISK
 AL0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0103_SP_SET: CULVERT
 AL0103_STAMPING: 363
 AL0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0103
 AL0103  HISTORY     - Date     Condition        Report By
 AL0103  HISTORY     - UNK      MONUMENTED       FLHD
 AL0103  HISTORY     - 1976     GOOD             NGS
 AL0103  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AL0103  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0103
 AL0103                          STATION DESCRIPTION
 AL0103
 AL0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0103'IN OZONA.
 AL0103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0103'RUN EASTERLY ON SR-584 FOR 3.00 MILES.  STATION ON RIGHT, 30.2 FT.
 AL0103'SOUTH OF THE CENTERLINE OF SR-584, 75.3 FT. SOUTH OF A POWER POLE
 AL0103'(NUMBER 12A-6761-R).  SET IN THE TOP OF THE WEST END OF A CONCRETE
 AL0103'HEADWALL.  SECTION 16, T 28, R 16.
 AL0103
 AL0103                          STATION RECOVERY (1989)
 AL0103
 AL0103'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0103'MARK NOT FOUND.
 AL0103
 AL0103                          STATION RECOVERY (1990)
 AL0103
 AL0103'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0104 ***********************************************************************
 AL0104  DESIGNATION -  364 FLHD
 AL0104  PID         -  AL0104
 AL0104  STATE/COUNTY-  FL/PINELLAS
 AL0104  USGS QUAD   -  OLDSMAR (1987)
 AL0104
 AL0104                         *CURRENT SURVEY CONTROL
 AL0104  ___________________________________________________________________
 AL0104* NAD 83(1986)-  28 02 55.     (N)    082 41 35.     (W)     SCALED    
 AL0104* NAVD 88     -         1.834  (meters)       6.02   (feet)  ADJUSTED  
 AL0104  ___________________________________________________________________
 AL0104  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL0104  DYNAMIC HT  -           1.831 (meters)       6.01  (feet)  COMP
 AL0104  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL0104
 AL0104  VERT ORDER  -  SECOND    CLASS II
 AL0104
 AL0104.The horizontal coordinates were scaled from a topographic map and have
 AL0104.an estimated accuracy of +/- 6 seconds.
 AL0104
 AL0104.The orthometric height was determined by differential leveling
 AL0104.and adjusted by the National Geodetic Survey in June 1991..
 AL0104
 AL0104.The geoid height was determined by GEOID03.
 AL0104
 AL0104.The dynamic height is computed by dividing the NAVD 88
 AL0104.geopotential number by the normal gravity value computed on the
 AL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0104.degrees latitude (g = 980.6199 gals.).
 AL0104
 AL0104.The modeled gravity was interpolated from observed gravity values.
 AL0104
 AL0104;                    North         East    Units  Estimated Accuracy
 AL0104;SPC FL W     -   411,790.      131,860.      MT  (+/- 180 meters Scaled)
 AL0104
 AL0104                          SUPERSEDED SURVEY CONTROL
 AL0104
 AL0104  NGVD 29 (??/??/92)    2.092  (m)            6.86   (f) ADJ UNCH    2 2
 AL0104
 AL0104.Superseded values are not recommended for survey control.
 AL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0104.See file dsdata.txt to determine how the superseded data were derived.
 AL0104
 AL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM335037(NAD 83)
 AL0104_MARKER: DD = SURVEY DISK
 AL0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL0104_SP_SET: CULVERT
 AL0104_STAMPING: 364
 AL0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0104
 AL0104  HISTORY     - Date     Condition        Report By
 AL0104  HISTORY     - UNK      MONUMENTED       FLHD
 AL0104  HISTORY     - 1976     GOOD             NGS
 AL0104  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AL0104  HISTORY     - 1990     GOOD             USPSQD
 AL0104
 AL0104                          STATION DESCRIPTION
 AL0104
 AL0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0104'IN OZONA.
 AL0104'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0104'RUN EASTERLY ON SR-584 FOR 3.55 MILES.  STATION ON RIGHT 24.3 FT.
 AL0104'SOUTH OF THE CENTERLINE OF SR-584, 100.6 FT. EAST OF A POWER POLE (NO
 AL0104'NUMBER), 150.3 FT. W.S.W. OF A POWER POLE (NUMBER 6A-28367 R). SET IN
 AL0104'THE TOP OF THE WEST END OF A CONCRETE HEADWALL.  SECTION 15, T 28, R
 AL0104'16.
 AL0104
 AL0104                          STATION RECOVERY (1989)
 AL0104
 AL0104'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0104'MARK NOT FOUND.
 AL0104
 AL0104                          STATION RECOVERY (1990)
 AL0104
 AL0104'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0217 ***********************************************************************
 AG0217  DESIGNATION -  365 FLHD
 AG0217  PID         -  AG0217
 AG0217  STATE/COUNTY-  FL/PINELLAS
 AG0217  USGS QUAD   -  ST PETERSBURG (1987)
 AG0217
 AG0217                         *CURRENT SURVEY CONTROL
 AG0217  ___________________________________________________________________
 AG0217* NAD 83(1986)-  27 47 31.     (N)    082 39 41.     (W)     SCALED    
 AG0217* NAVD 88     -        23.342  (meters)      76.58   (feet)  ADJUSTED  
 AG0217  ___________________________________________________________________
 AG0217  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0217  DYNAMIC HT  -          23.308 (meters)      76.47  (feet)  COMP
 AG0217  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AG0217
 AG0217  VERT ORDER  -  SECOND    CLASS II
 AG0217
 AG0217.The horizontal coordinates were scaled from a topographic map and have
 AG0217.an estimated accuracy of +/- 6 seconds.
 AG0217
 AG0217.The orthometric height was determined by differential leveling
 AG0217.and adjusted by the National Geodetic Survey in June 1991..
 AG0217
 AG0217.The geoid height was determined by GEOID03.
 AG0217
 AG0217.The dynamic height is computed by dividing the NAVD 88
 AG0217.geopotential number by the normal gravity value computed on the
 AG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0217.degrees latitude (g = 980.6199 gals.).
 AG0217
 AG0217.The modeled gravity was interpolated from observed gravity values.
 AG0217
 AG0217;                    North         East    Units  Estimated Accuracy
 AG0217;SPC FL W     -   383,330.      134,820.      MT  (+/- 180 meters Scaled)
 AG0217
 AG0217                          SUPERSEDED SURVEY CONTROL
 AG0217
 AG0217  NGVD 29 (??/??/92)   23.608  (m)           77.45   (f) ADJ UNCH    2 2
 AG0217
 AG0217.Superseded values are not recommended for survey control.
 AG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0217.See file dsdata.txt to determine how the superseded data were derived.
 AG0217
 AG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL363752(NAD 83)
 AG0217_MARKER: DD = SURVEY DISK
 AG0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0217_SP_SET: OVERPASS
 AG0217_STAMPING: 365
 AG0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0217
 AG0217  HISTORY     - Date     Condition        Report By
 AG0217  HISTORY     - UNK      MONUMENTED       FLHD
 AG0217  HISTORY     - 1976     GOOD             NGS
 AG0217
 AG0217                          STATION DESCRIPTION
 AG0217
 AG0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0217'IN ST PETERSBURG.
 AG0217'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0217'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0217'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0217'WESTERLY ON 22ND AVE. N. FOR 1.40 MILES.  STATION ON LEFT, IN THE S.E.
 AG0217'CORNER OF THE NORTH BOUND LANE OVERPASS.  SET IN THE S.E. CORNER OF
 AG0217'OVERPASS IN TOP OF CONCRETE HANDRAIL.  SECTION 13, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0218 ***********************************************************************
 AG0218  DESIGNATION -  366 FLHD
 AG0218  PID         -  AG0218
 AG0218  STATE/COUNTY-  FL/PINELLAS
 AG0218  USGS QUAD   -  ST PETERSBURG (1987)
 AG0218
 AG0218                         *CURRENT SURVEY CONTROL
 AG0218  ___________________________________________________________________
 AG0218* NAD 83(1986)-  27 47 31.     (N)    082 39 41.     (W)     SCALED    
 AG0218* NAVD 88     -        23.089  (meters)      75.75   (feet)  ADJUSTED  
 AG0218  ___________________________________________________________________
 AG0218  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0218  DYNAMIC HT  -          23.055 (meters)      75.64  (feet)  COMP
 AG0218  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AG0218
 AG0218  VERT ORDER  -  SECOND    CLASS II
 AG0218
 AG0218.The horizontal coordinates were scaled from a topographic map and have
 AG0218.an estimated accuracy of +/- 6 seconds.
 AG0218
 AG0218.The orthometric height was determined by differential leveling
 AG0218.and adjusted by the National Geodetic Survey in June 1991..
 AG0218
 AG0218.The geoid height was determined by GEOID03.
 AG0218
 AG0218.The dynamic height is computed by dividing the NAVD 88
 AG0218.geopotential number by the normal gravity value computed on the
 AG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0218.degrees latitude (g = 980.6199 gals.).
 AG0218
 AG0218.The modeled gravity was interpolated from observed gravity values.
 AG0218
 AG0218;                    North         East    Units  Estimated Accuracy
 AG0218;SPC FL W     -   383,330.      134,820.      MT  (+/- 180 meters Scaled)
 AG0218
 AG0218                          SUPERSEDED SURVEY CONTROL
 AG0218
 AG0218  NGVD 29 (??/??/92)   23.355  (m)           76.62   (f) ADJ UNCH    2 2
 AG0218
 AG0218.Superseded values are not recommended for survey control.
 AG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0218.See file dsdata.txt to determine how the superseded data were derived.
 AG0218
 AG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL363752(NAD 83)
 AG0218_MARKER: DD = SURVEY DISK
 AG0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0218_SP_SET: OVERPASS
 AG0218_STAMPING: 366
 AG0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0218
 AG0218  HISTORY     - Date     Condition        Report By
 AG0218  HISTORY     - UNK      MONUMENTED       FLHD
 AG0218  HISTORY     - 1976     GOOD             NGS
 AG0218
 AG0218                          STATION DESCRIPTION
 AG0218
 AG0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0218'IN ST PETERSBURG.
 AG0218'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0218'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0218'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0218'WESTERLY ON 22ND AVE. N. FOR 1.40 MILES.  STATION ON RIGHT, IN THE
 AG0218'N.W. CORNER OF THE OVERPASS IN THE TOP OF THE CONCRETE HANDRAIL.
 AG0218'SECTION 12, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0219 ***********************************************************************
 AG0219  DESIGNATION -  367 FLHD
 AG0219  PID         -  AG0219
 AG0219  STATE/COUNTY-  FL/PINELLAS
 AG0219  USGS QUAD   -  ST PETERSBURG (1987)
 AG0219
 AG0219                         *CURRENT SURVEY CONTROL
 AG0219  ___________________________________________________________________
 AG0219* NAD 83(1986)-  27 47 31.     (N)    082 39 59.     (W)     SCALED    
 AG0219* NAVD 88     -        15.078  (meters)      49.47   (feet)  ADJUSTED  
 AG0219  ___________________________________________________________________
 AG0219  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0219  DYNAMIC HT  -          15.056 (meters)      49.40  (feet)  COMP
 AG0219  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AG0219
 AG0219  VERT ORDER  -  SECOND    CLASS II
 AG0219
 AG0219.The horizontal coordinates were scaled from a topographic map and have
 AG0219.an estimated accuracy of +/- 6 seconds.
 AG0219
 AG0219.The orthometric height was determined by differential leveling
 AG0219.and adjusted by the National Geodetic Survey in June 1991..
 AG0219
 AG0219.The geoid height was determined by GEOID03.
 AG0219
 AG0219.The dynamic height is computed by dividing the NAVD 88
 AG0219.geopotential number by the normal gravity value computed on the
 AG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0219.degrees latitude (g = 980.6199 gals.).
 AG0219
 AG0219.The modeled gravity was interpolated from observed gravity values.
 AG0219
 AG0219;                    North         East    Units  Estimated Accuracy
 AG0219;SPC FL W     -   383,330.      134,330.      MT  (+/- 180 meters Scaled)
 AG0219
 AG0219                          SUPERSEDED SURVEY CONTROL
 AG0219
 AG0219  NGVD 29 (??/??/92)   15.344  (m)           50.34   (f) ADJ UNCH    2 2
 AG0219
 AG0219.Superseded values are not recommended for survey control.
 AG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0219.See file dsdata.txt to determine how the superseded data were derived.
 AG0219
 AG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL358752(NAD 83)
 AG0219_MARKER: DD = SURVEY DISK
 AG0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0219_SP_SET: INLET
 AG0219_STAMPING: 367
 AG0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0219
 AG0219  HISTORY     - Date     Condition        Report By
 AG0219  HISTORY     - UNK      MONUMENTED       FLHD
 AG0219  HISTORY     - 1976     GOOD             NGS
 AG0219  HISTORY     - 19970313 MARK NOT FOUND   USPSQD
 AG0219  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 AG0219
 AG0219                          STATION DESCRIPTION
 AG0219
 AG0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0219'IN ST PETERSBURG.
 AG0219'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0219'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0219'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0219'WESTERLY ON 22ND AVE. N. FOR 1.75 MILES.  STATION ON LEFT, 26.2 FT.
 AG0219'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 380.0 FT. EAST OF THE
 AG0219'CENTERLINE OF 25TH ST. N., 50.7 FT. WEST OF POWER POLE (NUMBER
 AG0219'1A-454393).  SET IN THE TOP OF THE CONCRETE INLET.  SECTION 14, T 31,
 AG0219'R 16.
 AG0219
 AG0219                          STATION RECOVERY (1997)
 AG0219
 AG0219'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0219'MARK NOT FOUND.
 AG0219
 AG0219                          STATION RECOVERY (2002)
 AG0219
 AG0219'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB)
 AG0219'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN
 AG0219'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE
 AG0219'INLET THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4745 ***********************************************************************
 AC4745  DESIGNATION -  3672 RESET
 AC4745  PID         -  AC4745
 AC4745  STATE/COUNTY-  FL/MIAMI-DADE
 AC4745  USGS QUAD   -  COOPERTOWN (1973)
 AC4745
 AC4745                         *CURRENT SURVEY CONTROL
 AC4745  ___________________________________________________________________
 AC4745* NAD 83(1986)-  25 45 40.     (N)    080 36 37.     (W)     SCALED    
 AC4745* NAVD 88     -         2.627  (meters)       8.62   (feet)  ADJUSTED  
 AC4745  ___________________________________________________________________
 AC4745  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AC4745  DYNAMIC HT  -           2.623 (meters)       8.61  (feet)  COMP
 AC4745  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AC4745
 AC4745  VERT ORDER  -  FIRST     CLASS II
 AC4745
 AC4745.The horizontal coordinates were scaled from a topographic map and have
 AC4745.an estimated accuracy of +/- 6 seconds.
 AC4745
 AC4745.The orthometric height was determined by differential leveling
 AC4745.and adjusted by the National Geodetic Survey in September 1992..
 AC4745
 AC4745.The geoid height was determined by GEOID03.
 AC4745
 AC4745.The dynamic height is computed by dividing the NAVD 88
 AC4745.geopotential number by the normal gravity value computed on the
 AC4745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4745.degrees latitude (g = 980.6199 gals.).
 AC4745
 AC4745.The modeled gravity was interpolated from observed gravity values.
 AC4745
 AC4745;                    North         East    Units  Estimated Accuracy
 AC4745;SPC FL E     -   158,210.      239,100.      MT  (+/- 180 meters Scaled)
 AC4745
 AC4745                          SUPERSEDED SURVEY CONTROL
 AC4745
 AC4745  NGVD 29 (09/01/92)    3.098  (m)           10.16   (f) ADJUSTED    1 2
 AC4745
 AC4745.Superseded values are not recommended for survey control.
 AC4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4745.See file dsdata.txt to determine how the superseded data were derived.
 AC4745
 AC4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ390492(NAD 83)
 AC4745_MARKER: DD = SURVEY DISK
 AC4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4745_SP_SET: CONCRETE POST
 AC4745_STAMPING: 3672 RESET 1988
 AC4745_MARK LOGO: USE   
 AC4745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4745+STABILITY: SURFACE MOTION
 AC4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4745+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 AC4745
 AC4745  HISTORY     - Date     Condition        Report By
 AC4745  HISTORY     - 1988     MONUMENTED       FLDT
 AC4745  HISTORY     - 19920218 GOOD             NGS
 AC4745
 AC4745                          STATION DESCRIPTION
 AC4745
 AC4745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4745'19.8 KM (12.30 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC4745'OFFICE IN WEST MIAMI, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A ROAD
 AC4745'AT FLOOD GATE NUMBER S 334, THENCE 10.9 KM (6.75 MI) WESTERLY ALONG A
 AC4745'LEVEE ROAD, 18.6 M (61.0 FT) SOUTH OF THE CENTER OF THE ROAD, 2.6 M
 AC4745'(8.5 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) SOUTH OF A
 AC4745'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4747 ***********************************************************************
 AC4747  DESIGNATION -  3673 RESET
 AC4747  PID         -  AC4747
 AC4747  STATE/COUNTY-  FL/MIAMI-DADE
 AC4747  USGS QUAD   -  LONG ISLAND (1973)
 AC4747
 AC4747                         *CURRENT SURVEY CONTROL
 AC4747  ___________________________________________________________________
 AC4747* NAD 83(1986)-  25 45 40.     (N)    080 37 36.     (W)     SCALED    
 AC4747* NAVD 88     -         2.651  (meters)       8.70   (feet)  ADJUSTED  
 AC4747  ___________________________________________________________________
 AC4747  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AC4747  DYNAMIC HT  -           2.647 (meters)       8.68  (feet)  COMP
 AC4747  MODELED GRAV-     979,029.4   (mgal)                       NAVD 88
 AC4747
 AC4747  VERT ORDER  -  FIRST     CLASS II
 AC4747
 AC4747.The horizontal coordinates were scaled from a topographic map and have
 AC4747.an estimated accuracy of +/- 6 seconds.
 AC4747
 AC4747.The orthometric height was determined by differential leveling
 AC4747.and adjusted by the National Geodetic Survey in September 1992..
 AC4747
 AC4747.The geoid height was determined by GEOID03.
 AC4747
 AC4747.The dynamic height is computed by dividing the NAVD 88
 AC4747.geopotential number by the normal gravity value computed on the
 AC4747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4747.degrees latitude (g = 980.6199 gals.).
 AC4747
 AC4747.The modeled gravity was interpolated from observed gravity values.
 AC4747
 AC4747;                    North         East    Units  Estimated Accuracy
 AC4747;SPC FL E     -   158,200.      237,450.      MT  (+/- 180 meters Scaled)
 AC4747
 AC4747                          SUPERSEDED SURVEY CONTROL
 AC4747
 AC4747  NGVD 29 (09/01/92)    3.121  (m)           10.24   (f) ADJUSTED    1 2
 AC4747
 AC4747.Superseded values are not recommended for survey control.
 AC4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4747.See file dsdata.txt to determine how the superseded data were derived.
 AC4747
 AC4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ374492(NAD 83)
 AC4747_MARKER: DD = SURVEY DISK
 AC4747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4747_SP_SET: CONCRETE POST
 AC4747_STAMPING: 3673 RESET 1988
 AC4747_MARK LOGO: USE   
 AC4747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4747+STABILITY: SURFACE MOTION
 AC4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4747+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1992
 AC4747
 AC4747  HISTORY     - Date     Condition        Report By
 AC4747  HISTORY     - 1988     MONUMENTED       FLDT
 AC4747  HISTORY     - 19920219 GOOD             NGS
 AC4747
 AC4747                          STATION DESCRIPTION
 AC4747
 AC4747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4747'19.8 KM (12.30 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC4747'OFFICE IN WEST MIAMI, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A ROAD
 AC4747'AT FLOOD GATE NUMBER S 334, THENCE 12.5 KM (7.75 MI) WESTERLY ALONG A
 AC4747'LEVEE ROAD, 12.9 M (42.3 FT) SOUTH OF THE CENTER OF THE ROAD, 1.6 M
 AC4747'(5.2 FT) BELOW THE LEVEL OF THE ROAD, 0.8 M (2.6 FT) SOUTH OF A
 AC4747'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0220 ***********************************************************************
 AG0220  DESIGNATION -  368 FLHD
 AG0220  PID         -  AG0220
 AG0220  STATE/COUNTY-  FL/PINELLAS
 AG0220  USGS QUAD   -  ST PETERSBURG (1987)
 AG0220
 AG0220                         *CURRENT SURVEY CONTROL
 AG0220  ___________________________________________________________________
 AG0220* NAD 83(1986)-  27 47 31.     (N)    082 40 05.     (W)     SCALED    
 AG0220* NAVD 88     -        14.838  (meters)      48.68   (feet)  ADJUSTED  
 AG0220  ___________________________________________________________________
 AG0220  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG0220  DYNAMIC HT  -          14.816 (meters)      48.61  (feet)  COMP
 AG0220  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AG0220
 AG0220  VERT ORDER  -  SECOND    CLASS II
 AG0220
 AG0220.The horizontal coordinates were scaled from a topographic map and have
 AG0220.an estimated accuracy of +/- 6 seconds.
 AG0220
 AG0220.The orthometric height was determined by differential leveling
 AG0220.and adjusted by the National Geodetic Survey in June 1991..
 AG0220
 AG0220.The geoid height was determined by GEOID03.
 AG0220
 AG0220.The dynamic height is computed by dividing the NAVD 88
 AG0220.geopotential number by the normal gravity value computed on the
 AG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0220.degrees latitude (g = 980.6199 gals.).
 AG0220
 AG0220.The modeled gravity was interpolated from observed gravity values.
 AG0220
 AG0220;                    North         East    Units  Estimated Accuracy
 AG0220;SPC FL W     -   383,330.      134,170.      MT  (+/- 180 meters Scaled)
 AG0220
 AG0220                          SUPERSEDED SURVEY CONTROL
 AG0220
 AG0220  NGVD 29 (??/??/92)   15.104  (m)           49.55   (f) ADJ UNCH    2 2
 AG0220
 AG0220.Superseded values are not recommended for survey control.
 AG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0220.See file dsdata.txt to determine how the superseded data were derived.
 AG0220
 AG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL356752(NAD 83)
 AG0220_MARKER: DD = SURVEY DISK
 AG0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0220_SP_SET: INLET
 AG0220_STAMPING: 368
 AG0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0220
 AG0220  HISTORY     - Date     Condition        Report By
 AG0220  HISTORY     - UNK      MONUMENTED       FLHD
 AG0220  HISTORY     - 1976     GOOD             NGS
 AG0220  HISTORY     - 19980416 MARK NOT FOUND   USPSQD
 AG0220  HISTORY     - 20030326 MARK NOT FOUND   USPSQD
 AG0220
 AG0220                          STATION DESCRIPTION
 AG0220
 AG0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0220'IN ST PETERSBURG.
 AG0220'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0220'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0220'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0220'WESTERLY ON 22ND AVE. N. FOR 1.85 MILES TO THE INTERSECTION OF 25TH
 AG0220'ST. N.  STATION ON LEFT, IN THE S.W. CORNER, 32.5 FT. SOUTH OF
 AG0220'CENTERLINE OF 22ND AVE. N., 89.5 FT. WEST OF THE CENTERLINE OF 25TH
 AG0220'ST. N.  SET IN THE TOP OF THE CONCRETE INLET.  SECTION 14, T 31, R 16.
 AG0220
 AG0220                          STATION RECOVERY (1998)
 AG0220
 AG0220'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0220'MARK NOT FOUND.
 AG0220
 AG0220                          STATION RECOVERY (2003)
 AG0220
 AG0220'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE)
 AG0220'ROAD WIDENED, INLETS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1765 ***********************************************************************
 BG1765  DESIGNATION -  368 USE
 BG1765  PID         -  BG1765
 BG1765  STATE/COUNTY-  FL/ESCAMBIA
 BG1765  USGS QUAD   -  PENSACOLA (1994)
 BG1765
 BG1765                         *CURRENT SURVEY CONTROL
 BG1765  ___________________________________________________________________
 BG1765* NAD 83(1986)-  30 29 26.     (N)    087 09 14.     (W)     SCALED    
 BG1765* NAVD 88     -         6.363  (meters)      20.88   (feet)  ADJUSTED  
 BG1765  ___________________________________________________________________
 BG1765  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG1765  DYNAMIC HT  -           6.355 (meters)      20.85  (feet)  COMP
 BG1765  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BG1765
 BG1765  VERT ORDER  -  FIRST     CLASS II
 BG1765
 BG1765.The horizontal coordinates were scaled from a topographic map and have
 BG1765.an estimated accuracy of +/- 6 seconds.
 BG1765
 BG1765.The orthometric height was determined by differential leveling
 BG1765.and adjusted by the National Geodetic Survey in June 1991..
 BG1765
 BG1765.The geoid height was determined by GEOID03.
 BG1765
 BG1765.The dynamic height is computed by dividing the NAVD 88
 BG1765.geopotential number by the normal gravity value computed on the
 BG1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1765.degrees latitude (g = 980.6199 gals.).
 BG1765
 BG1765.The modeled gravity was interpolated from observed gravity values.
 BG1765
 BG1765;                    North         East    Units  Estimated Accuracy
 BG1765;SPC FL N     -   168,190.      345,240.      MT  (+/- 180 meters Scaled)
 BG1765
 BG1765                          SUPERSEDED SURVEY CONTROL
 BG1765
 BG1765  NGVD 29 (??/??/92)    6.429  (m)           21.09   (f) ADJ UNCH    1 2
 BG1765
 BG1765.Superseded values are not recommended for survey control.
 BG1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1765.See file dsdata.txt to determine how the superseded data were derived.
 BG1765
 BG1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU852731(NAD 83)
 BG1765_MARKER: DD = SURVEY DISK
 BG1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1765_STAMPING: NO 368 ELEV 21
 BG1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1765+STABILITY: SURFACE MOTION
 BG1765
 BG1765  HISTORY     - Date     Condition        Report By
 BG1765  HISTORY     - UNK      MONUMENTED       DOD
 BG1765  HISTORY     - 1955     GOOD             NGS
 BG1765  HISTORY     - 1974     GOOD             NGS
 BG1765  HISTORY     - 1980     MARK NOT FOUND   NGS
 BG1765
 BG1765                          STATION DESCRIPTION
 BG1765
 BG1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1765'7 MI NE FROM PENSACOLA.
 BG1765'7.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG1765'FROM THE STATION AT PENSACOLA, AT GULL POINT, 21 1/2 FEET
 BG1765'EAST OF EAST RAIL, 135 FEET SOUTH-SOUTHEAST OF CENTER OF A
 BG1765'ROAD CROSSING, 124 FEET NORTH-NORTHWEST OF NORTHWEST CORNER
 BG1765'OF AN ABANDONED FRAME HOUSE WITH A BRICK ADDITION ON ITS EAST
 BG1765'SIDE, 19 1/2 FEET WEST OF CENTER LINE OF A DRIVE LEADING SOUTH
 BG1765'AND SOUTHEAST, 14 FEET SOUTHEAST OF NORTHEAST CORNER OF STATION
 BG1765'PLATFORM CURBING OF OLD STATION, 9 FEET NORTH NORTHEAST OF
 BG1765'A 26-INCH LIVE OAK TREE, IN THE WEST EDGE OF AN ABANDONED DRIVE TO
 BG1765'OLD HOUSE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 BG1765'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 BG1765
 BG1765                          STATION RECOVERY (1974)
 BG1765
 BG1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1765'RECOVERED IN GOOD CONDITION.
 BG1765
 BG1765                          STATION RECOVERY (1980)
 BG1765
 BG1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BG1765'ASSUME DESTROYED AS CONCRETE POST WAS FOUND AT THIS LOCATION
 BG1765'WITH ONLY STEM OF DISK REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0221 ***********************************************************************
 AG0221  DESIGNATION -  369 FLHD
 AG0221  PID         -  AG0221
 AG0221  STATE/COUNTY-  FL/PINELLAS
 AG0221  USGS QUAD   -  ST PETERSBURG (1987)
 AG0221
 AG0221                         *CURRENT SURVEY CONTROL
 AG0221  ___________________________________________________________________
 AG0221* NAD 83(1986)-  27 47 31.     (N)    082 40 11.     (W)     SCALED    
 AG0221* NAVD 88     -        14.755  (meters)      48.41   (feet)  ADJUSTED  
 AG0221  ___________________________________________________________________
 AG0221  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG0221  DYNAMIC HT  -          14.733 (meters)      48.34  (feet)  COMP
 AG0221  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AG0221
 AG0221  VERT ORDER  -  SECOND    CLASS II
 AG0221
 AG0221.The horizontal coordinates were scaled from a topographic map and have
 AG0221.an estimated accuracy of +/- 6 seconds.
 AG0221
 AG0221.The orthometric height was determined by differential leveling
 AG0221.and adjusted by the National Geodetic Survey in June 1991..
 AG0221
 AG0221.The geoid height was determined by GEOID03.
 AG0221
 AG0221.The dynamic height is computed by dividing the NAVD 88
 AG0221.geopotential number by the normal gravity value computed on the
 AG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0221.degrees latitude (g = 980.6199 gals.).
 AG0221
 AG0221.The modeled gravity was interpolated from observed gravity values.
 AG0221
 AG0221;                    North         East    Units  Estimated Accuracy
 AG0221;SPC FL W     -   383,330.      134,000.      MT  (+/- 180 meters Scaled)
 AG0221
 AG0221                          SUPERSEDED SURVEY CONTROL
 AG0221
 AG0221  NGVD 29 (??/??/92)   15.021  (m)           49.28   (f) ADJ UNCH    2 2
 AG0221
 AG0221.Superseded values are not recommended for survey control.
 AG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0221.See file dsdata.txt to determine how the superseded data were derived.
 AG0221
 AG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL355752(NAD 83)
 AG0221_MARKER: DD = SURVEY DISK
 AG0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0221_SP_SET: INLET
 AG0221_STAMPING: 369
 AG0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0221
 AG0221  HISTORY     - Date     Condition        Report By
 AG0221  HISTORY     - UNK      MONUMENTED       FLHD
 AG0221  HISTORY     - 1976     GOOD             NGS
 AG0221  HISTORY     - 19970313 MARK NOT FOUND   USPSQD
 AG0221  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 AG0221
 AG0221                          STATION DESCRIPTION
 AG0221
 AG0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0221'IN ST PETERSBURG.
 AG0221'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. (S.R. 687, U.S.
 AG0221'HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST. N.
 AG0221'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0221'WESTERLY ON 22ND AVE. N. FOR 2.00 MILES TO THE INTERSECTION OF 26TH
 AG0221'ST. N.  STATION ON LEFT, 31.9 FT. SOUTH OF THE CENTERLINE OF 22ND AVE.
 AG0221'N., 39.7 FT. WEST OF THE EXTENDED CENTERLINE OF 26TH ST. N.  SET IN
 AG0221'THE TOP OF A CONCRETE INLET.  SECTION 14, T 31, R 16.
 AG0221
 AG0221                          STATION RECOVERY (1997)
 AG0221
 AG0221'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0221'MARK NOT FOUND.
 AG0221
 AG0221                          STATION RECOVERY (2002)
 AG0221
 AG0221'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB)
 AG0221'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN
 AG0221'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE
 AG0221'INLET THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1923 ***********************************************************************
 AR1923  DESIGNATION -  3690 GPS 1
 AR1923  PID         -  AR1923
 AR1923  STATE/COUNTY-  FL/MARION
 AR1923  USGS QUAD   -  OCALA EAST (1991)
 AR1923
 AR1923                         *CURRENT SURVEY CONTROL
 AR1923  ___________________________________________________________________
 AR1923* NAD 83(1999)-  29 11 12.78044(N)    082 06 06.72744(W)     ADJUSTED  
 AR1923* NAVD 88     -        34.161  (meters)     112.08   (feet)  ADJUSTED  
 AR1923  ___________________________________________________________________
 AR1923  X           -     765,767.076 (meters)                     COMP
 AR1923  Y           -  -5,519,908.330 (meters)                     COMP
 AR1923  Z           -   3,092,004.413 (meters)                     COMP
 AR1923  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AR1923  ELLIP HEIGHT-           6.25  (meters)          (09/30/02) GPS OBS
 AR1923  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AR1923  DYNAMIC HT  -          34.113 (meters)     111.92  (feet)  COMP
 AR1923  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 AR1923
 AR1923  HORZ ORDER  -  SECOND
 AR1923  VERT ORDER  -  SECOND    CLASS I
 AR1923  ELLP ORDER  -  FOURTH    CLASS II
 AR1923
 AR1923.The horizontal coordinates were established by GPS observations
 AR1923.and adjusted by the National Geodetic Survey in September 2002..
 AR1923
 AR1923.The orthometric height was determined by differential leveling
 AR1923.and adjusted by the National Geodetic Survey in September 1996..
 AR1923
 AR1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1923
 AR1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1923
 AR1923.The ellipsoidal height was determined by GPS observations
 AR1923.and is referenced to NAD 83.
 AR1923
 AR1923.The geoid height was determined by GEOID03.
 AR1923
 AR1923.The dynamic height is computed by dividing the NAVD 88
 AR1923.geopotential number by the normal gravity value computed on the
 AR1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1923.degrees latitude (g = 980.6199 gals.).
 AR1923
 AR1923.The modeled gravity was interpolated from observed gravity values.
 AR1923
 AR1923;                    North         East     Units Scale Factor Converg.
 AR1923;SPC FL W     -   537,746.779   190,092.509   MT  0.99994239   -0 02 58.8
 AR1923;SPC FL W     - 1,764,257.56    623,661.84   sFT  0.99994239   -0 02 58.8
 AR1923;UTM  17      - 3,229,193.387   392,868.185   MT  0.99974162   -0 32 14.6
 AR1923
 AR1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1923!SPC FL W     -   0.99999902  x   0.99994239  =   0.99994141
 AR1923!UTM  17      -   0.99999902  x   0.99974162  =   0.99974064
 AR1923
 AR1923                          SUPERSEDED SURVEY CONTROL
 AR1923
 AR1923  NAD 83(1990)-  29 11 12.77877(N)    082 06 06.72741(W) AD(       ) 2
 AR1923  ELLIP H (03/04/92)    6.22   (m)                       GP(       ) 4 2
 AR1923
 AR1923.Superseded values are not recommended for survey control.
 AR1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1923.See file dsdata.txt to determine how the superseded data were derived.
 AR1923
 AR1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9286829193(NAD 83)
 AR1923_MARKER: DE = TRAVERSE STATION DISK
 AR1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1923_SP_SET: CONCRETE POST
 AR1923_STAMPING: 3690 GPS 1
 AR1923_MARK LOGO: FLDT  
 AR1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1923+STABILITY: SURFACE MOTION
 AR1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1923+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 AR1923
 AR1923  HISTORY     - Date     Condition        Report By
 AR1923  HISTORY     - 1990     MONUMENTED       FLDT
 AR1923  HISTORY     - 19940119 GOOD             FLDEP
 AR1923  HISTORY     - 20040922 GOOD             USPSQD
 AR1923
 AR1923                          STATION DESCRIPTION
 AR1923
 AR1923'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1923'THE STATION IS LOCATED IN A GRASSY AREA ON THE SOUTH SIDE OF THE
 AR1923'ASPHALT PARKING LOT OF THE FLORIDA HIGHWAY PATROL (FHP) STATION ON THE
 AR1923'EASTERLY SIDE OF OCALA, FL. IN THE VICINITY OF 25TH AVE. ON THE SOUTH
 AR1923'SIDE OF SR-40.
 AR1923'TO REACH THE STATION FROM THE INTERSECTION OF 25TH AVE. AND SR-40 IN
 AR1923'OCALA, PROCEED EAST ON SR-40 .06 KM (0.05 MI) TO DRIVEWAY ENTRANCE OF
 AR1923'FHP STATION ON RIGHT. ENTER DRIVEWAY AND PROCEED SOUTH TO SOUTH EDGE
 AR1923'OF PARKING LOT AND STATION DIRECTLY AHEAD.
 AR1923'THE STATION PROJECTS 5 CM ABOVE THE GROUND AND IS LOCATED
 AR1923'APPROXIMATELY 76.2 M (250.0 FT) SE OF A LARGE RADIO TOWER, 11.98 M
 AR1923'(39.3 FT) E OF A METAL WITNESS POST, 7.71 M (25.3 FT) S OF S EDGE OF
 AR1923'ASPHALT PARKING LOT, 30.33 M (99.5 FT) SE OF THE SE CORNER OF THE FHP
 AR1923'STATION BUILDING AND 10.49 M (34.4 FT) SW OF SW CORNER OF FHP DRIVERS
 AR1923'LICENSE BUILDING.
 AR1923'DESCRIBED BY MAX CHERBONNEAUX
 AR1923
 AR1923                          STATION RECOVERY (1994)
 AR1923
 AR1923'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (PBM)
 AR1923'THE MARK IS IN OCALA AT THE FLORIDA HIGHWAY PATROL STATION ON STATE
 AR1923'ROAD 40 (EAST SILVER SPRINGS ROAD) , ABOUT 3.4 MI (5.5 KM) SOUTHWEST
 AR1923'OF SILVER SPRINGS IN SECTION 15, TOWNSHIP 15 SOUTH, RANGE 22 EAST. TO
 AR1923'REACH THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAY 301, 441, 27
 AR1923'(PINE STREET) AND STATE ROAD 40 (EAST SILVER SPRINGS ROAD) IN OCALA,
 AR1923'GO EAST ON STATE ROAD 40 (EAST SILVER SPRINGS ROAD) FOR 2.2 MI (3.5
 AR1923'KM) TO A LARGE RADIO ANTENNA TOWER AND THE FLORIDA HIGHWAY PATROL
 AR1923'STATION, TURN RIGHT AND THE MARK ON THE RIGHT, SET IN TOP OF A ROUND
 AR1923'CONCRETE MONUMENT FLUSH WITH THE GROUND AND APPROXIMATELY 6.5 FT (2.0
 AR1923'M) ABOVE THE LEVEL OF STATE ROAD 40 (EAST SILVER SPRINGS ROAD) , 106.0
 AR1923'FT (32.3 M) SOUTH-SOUTHWEST OF A 26-INCH PECAN TREE, 99.3 FT (30.3 M)
 AR1923'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FLORIDA HIGHWAY PATROL
 AR1923'STATION BUILDING, 69.3 FT (21.1 M) EAST-NORTHEAST OF A LIGHT POLE
 AR1923'NUMBER J352YL5065 WITH ONE LIGHT AND ONE GUY WIRE ATTACHED AND 39.3 FT
 AR1923'(12.0 M) NORTHEAST OF A POWER POLE NUMBER J352 WITH A WITNESS PLAQUE
 AR1923'ATTACHED.
 AR1923
 AR1923                          STATION RECOVERY (2004)
 AR1923
 AR1923'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJM)
 AR1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5700 ***********************************************************************
 AK5700  DESIGNATION -  36A AZ REF 1 1961
 AK5700  PID         -  AK5700
 AK5700  STATE/COUNTY-  FL/BREVARD
 AK5700  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5700
 AK5700                         *CURRENT SURVEY CONTROL
 AK5700  ___________________________________________________________________
 AK5700* NAD 83(1990)-  28 28 09.49459(N)    080 32 18.12451(W)     ADJUSTED  
 AK5700* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AK5700  ___________________________________________________________________
 AK5700  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AK5700  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AK5700
 AK5700  HORZ ORDER  -  SECOND
 AK5700
 AK5700.The horizontal coordinates were established by classical geodetic methods
 AK5700.and adjusted by the National Geodetic Survey in May 1991..
 AK5700
 AK5700.The orthometric height was scaled from a topographic map.
 AK5700
 AK5700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5700
 AK5700.The geoid height was determined by GEOID03.
 AK5700
 AK5700;                    North         East     Units Scale Factor Converg.
 AK5700;SPC FL E     -   458,302.539   245,206.361   MT  0.99996639   +0 13 12.2
 AK5700;SPC FL E     - 1,503,614.25    804,481.20   sFT  0.99996639   +0 13 12.2
 AK5700;UTM  17      - 3,149,278.149   545,190.937   MT  0.99962520   +0 13 12.2
 AK5700
 AK5700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5700!SPC FL E     -   1.00000293  x   0.99996639  =   0.99996932
 AK5700!UTM  17      -   1.00000293  x   0.99962520  =   0.99962813
 AK5700
 AK5700                          SUPERSEDED SURVEY CONTROL
 AK5700
 AK5700  NAD 83(1986)-  28 28 09.50077(N)    080 32 18.13772(W) AD(       ) 2
 AK5700  NAD 27      -  28 28 08.49919(N)    080 32 18.95409(W) AD(       ) 2
 AK5700
 AK5700.Superseded values are not recommended for survey control.
 AK5700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5700.See file dsdata.txt to determine how the superseded data were derived.
 AK5700
 AK5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4519149278(NAD 83)
 AK5700_MARKER: DD = SURVEY DISK
 AK5700_SETTING: 0 = UNSPECIFIED SETTING
 AK5700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5700
 AK5700  HISTORY     - Date     Condition        Report By
 AK5700  HISTORY     - 1961     MONUMENTED       CGS
 AK5700
 AK5700                          STATION DESCRIPTION
 AK5700
 AK5700'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK5700'THIS STATION IS LOCATED IN COMPLEX 36 AT CAPE CANAVERAL,
 AK5700'FLORIDA.  IT IS SET IN THE FLOOR OF A SMALL ALIGNMENT BUILDING NEAR
 AK5700'THE SOUTH END OF THE LAUNCH RAMP.  IT IS A SMOOTH BRASS DISK WITH
 AK5700'A SMALL CENTER PUNCH HOLE WITH A SMALL TRIANGLE INSCRIBED AROUND
 AK5700'IT.  THE DISK IS STAMPED AZI. REF. NO.1.
 AK5700'
 AK5700'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM THIRTY SIX A
 AK5700'RM.1 AND THE DISTANCE IS 2.422 METERS OR 7.95 FEET.
 AK5700'
 AK5700'AZIMUTH REFERENCE NO.3 IS A SMOOTH BRASS DISK IN A DRILL HOLE AT
 AK5700'THE TOP OF THE SLOPING RAMP.  IT IS MARKED THE SAME AS NO.1 AND
 AK5700'STAMPED AZI. REF. NO.3.  IT WAS SET ON LINE WITH THE CENTER OF
 AK5700'STAND 36 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5703 ***********************************************************************
 AK5703  DESIGNATION -  36A AZ REF 2 1961
 AK5703  PID         -  AK5703
 AK5703  STATE/COUNTY-  FL/BREVARD
 AK5703  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5703
 AK5703                         *CURRENT SURVEY CONTROL
 AK5703  ___________________________________________________________________
 AK5703* NAD 83(1990)-  28 28 19.18987(N)    080 32 24.46897(W)     ADJUSTED  
 AK5703* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AK5703  ___________________________________________________________________
 AK5703  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK5703  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK5703
 AK5703  HORZ ORDER  -  SECOND
 AK5703
 AK5703.The horizontal coordinates were established by classical geodetic methods
 AK5703.and adjusted by the National Geodetic Survey in May 1991..
 AK5703
 AK5703.The orthometric height was scaled from a topographic map.
 AK5703
 AK5703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5703
 AK5703.The geoid height was determined by GEOID03.
 AK5703
 AK5703;                    North         East     Units Scale Factor Converg.
 AK5703;SPC FL E     -   458,600.337   245,032.635   MT  0.99996619   +0 13 09.3
 AK5703;SPC FL E     - 1,504,591.27    803,911.24   sFT  0.99996619   +0 13 09.3
 AK5703;UTM  17      - 3,149,575.846   545,017.270   MT  0.99962501   +0 13 09.3
 AK5703
 AK5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5703!SPC FL E     -   1.00000293  x   0.99996619  =   0.99996912
 AK5703!UTM  17      -   1.00000293  x   0.99962501  =   0.99962794
 AK5703
 AK5703|---------------------------------------------------------------------|
 AK5703| PID    Reference Object                     Distance      Geod. Az  |
 AK5703|                                                           dddmmss.s |
 AK5703| AK2329 THIRTY SIX A                        244.181 METERS 10816     |
 AK5703| AK5131 THIRTY SIX A RM 1                   343.076 METERS 14940     |
 AK5703| AK2363 CENTRAL SE BASE                     APPROX. 0.6 KM 1732726.8 |
 AK5703|---------------------------------------------------------------------|
 AK5703
 AK5703                          SUPERSEDED SURVEY CONTROL
 AK5703
 AK5703  NAD 83(1986)-  28 28 19.19593(N)    080 32 24.48189(W) AD(       ) 2
 AK5703  NAD 27      -  28 28 18.19477(N)    080 32 25.29866(W) AD(       ) 2
 AK5703
 AK5703.Superseded values are not recommended for survey control.
 AK5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5703.See file dsdata.txt to determine how the superseded data were derived.
 AK5703
 AK5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4501749576(NAD 83)
 AK5703_MARKER: DD = SURVEY DISK
 AK5703_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5703+WITH SETTING: PAVEMENT
 AK5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5703+STABILITY: SURFACE MOTION
 AK5703
 AK5703  HISTORY     - Date     Condition        Report By
 AK5703  HISTORY     - 1961     MONUMENTED       CGS
 AK5703
 AK5703                          STATION DESCRIPTION
 AK5703
 AK5703'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK5703'THE STATION IS LOCATED ON TOP OF THE BLOCKHOUSE AT COMPLEX 36
 AK5703'AT CAPE CANAVERAL.  IT IS SET IN A DRILL HOLE 7 FEET SOUTHEAST
 AK5703'OF THE ENTRANCE TO A 10 X 26 FOOT CONCRETE SLAB ON TOP OF THE
 AK5703'BLOCKHOUSE.  IT IS A SMOOTH BRASS DISK WITH A SMALL PUNCH HOLE
 AK5703'NEAR THE CENTER AND HAS A SMALL TRIANGLE SCRIBED AROUND THE PUNCH
 AK5703'HOLE.  IT IS STAMPED AZI. REF. NO. 2.
 AK5703'
 AK5703'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM AZIMUTH REFERENCE
 AK5703'OFFSET WHICH IS A NAIL DRIVEN IN THE CONCRETE AND WAS USED ONLY
 AK5703'TO LOCATE AZIMUTH REF. NO.2.  THE DISTANCE IS 2.0668 METERS OR
 AK5703'6.78 FEET.
 AK5703'
 AK5703'AZIMUTH REFERENCE NO.4 IS APPROX. 230 METERS TOWARD THE LAUNCH
 AK5703'STAND AND IS SET IN A DRILL HOLE IN A CONCRETE SLAB AT GROUND
 AK5703'LEVEL JUST WEST OF THE LAUNCHER.  IT WAS SET ON LINE WITH THE
 AK5703'CENTER OF STAND 36 A AND IS MARKED SIMILAR TO AZIMUTH REFERENCE
 AK5703'2.  IT IS STAMPED AZI. REF. NO.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5702 ***********************************************************************
 AK5702  DESIGNATION -  36A AZ REF 2 OFFSET 1961
 AK5702  PID         -  AK5702
 AK5702  STATE/COUNTY-  FL/BREVARD
 AK5702  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5702
 AK5702                         *CURRENT SURVEY CONTROL
 AK5702  ___________________________________________________________________
 AK5702* NAD 83(1990)-  28 28 19.12495(N)    080 32 24.48842(W)     ADJUSTED  
 AK5702* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AK5702  ___________________________________________________________________
 AK5702  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK5702  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK5702
 AK5702  HORZ ORDER  -  SECOND
 AK5702
 AK5702.The horizontal coordinates were established by classical geodetic methods
 AK5702.and adjusted by the National Geodetic Survey in May 1991..
 AK5702
 AK5702.The orthometric height was scaled from a topographic map.
 AK5702
 AK5702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5702
 AK5702.The geoid height was determined by GEOID03.
 AK5702
 AK5702;                    North         East     Units Scale Factor Converg.
 AK5702;SPC FL E     -   458,598.337   245,032.114   MT  0.99996619   +0 13 09.2
 AK5702;SPC FL E     - 1,504,584.71    803,909.53   sFT  0.99996619   +0 13 09.2
 AK5702;UTM  17      - 3,149,573.846   545,016.749   MT  0.99962501   +0 13 09.2
 AK5702
 AK5702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5702!SPC FL E     -   1.00000293  x   0.99996619  =   0.99996912
 AK5702!UTM  17      -   1.00000293  x   0.99962501  =   0.99962794
 AK5702
 AK5702|---------------------------------------------------------------------|
 AK5702| PID    Reference Object                     Distance      Geod. Az  |
 AK5702|                                                           dddmmss.s |
 AK5702| AK5703 36A AZ REF 2 1961                     2.067 METERS 01450     |
 AK5702| AK2329 THIRTY SIX A                        244.066 METERS 10746     |
 AK5702| AK5131 THIRTY SIX A RM 1                   341.621 METERS 14926     |
 AK5702|---------------------------------------------------------------------|
 AK5702
 AK5702                          SUPERSEDED SURVEY CONTROL
 AK5702
 AK5702  NAD 83(1986)-  28 28 19.13085(N)    080 32 24.50140(W) AD(       ) 2
 AK5702  NAD 27      -  28 28 18.12983(N)    080 32 25.31810(W) AD(       ) 2
 AK5702
 AK5702.Superseded values are not recommended for survey control.
 AK5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5702.See file dsdata.txt to determine how the superseded data were derived.
 AK5702
 AK5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4501749574(NAD 83)
 AK5702_MARKER: Z = SEE DESCRIPTION
 AK5702_SETTING: 0 = UNSPECIFIED SETTING
 AK5702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5702
 AK5702  HISTORY     - Date     Condition        Report By
 AK5702  HISTORY     - 1961     MONUMENTED       CGS
 AK5702
 AK5702                          STATION DESCRIPTION
 AK5702
 AK5702'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK5702'SEE STATION 36 AZ REF 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5697 ***********************************************************************
 AK5697  DESIGNATION -  36B AZ REF 1 1965
 AK5697  PID         -  AK5697
 AK5697  STATE/COUNTY-  FL/BREVARD
 AK5697  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5697
 AK5697                         *CURRENT SURVEY CONTROL
 AK5697  ___________________________________________________________________
 AK5697* NAD 83(1990)-  28 27 58.91150(N)    080 32 31.23025(W)     ADJUSTED  
 AK5697* NAVD 88     -         2.34   (+/-2cm)       7.7    (feet)  VERTCON   
 AK5697  ___________________________________________________________________
 AK5697  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AK5697  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK5697
 AK5697  HORZ ORDER  -  SECOND
 AK5697  VERT ORDER  -  THIRD ? (See Below)
 AK5697
 AK5697.The horizontal coordinates were established by classical geodetic methods
 AK5697.and adjusted by the National Geodetic Survey in May 1991..
 AK5697
 AK5697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5697.The vertical order pertains to the NGVD 29 superseded value.
 AK5697
 AK5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5697
 AK5697.The geoid height was determined by GEOID03.
 AK5697
 AK5697;                    North         East     Units Scale Factor Converg.
 AK5697;SPC FL E     -   457,975.385   244,851.096   MT  0.99996599   +0 13 05.9
 AK5697;SPC FL E     - 1,502,540.91    803,315.64   sFT  0.99996599   +0 13 05.9
 AK5697;UTM  17      - 3,148,951.107   544,835.793   MT  0.99962481   +0 13 05.9
 AK5697
 AK5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5697!SPC FL E     -   1.00000407  x   0.99996599  =   0.99997006
 AK5697!UTM  17      -   1.00000407  x   0.99962481  =   0.99962888
 AK5697
 AK5697                          SUPERSEDED SURVEY CONTROL
 AK5697
 AK5697  NAD 83(1986)-  28 27 58.91752(N)    080 32 31.24349(W) AD(       ) 2
 AK5697  NAD 27      -  28 27 57.91532(N)    080 32 32.05941(W) AD(       ) 2
 AK5697  NGVD 29 (07/19/86)    2.72   (m)            8.9    (f) LEVELING    3  
 AK5697
 AK5697.Superseded values are not recommended for survey control.
 AK5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5697.See file dsdata.txt to determine how the superseded data were derived.
 AK5697
 AK5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4483648951(NAD 83)
 AK5697_MARKER: DS = TRIANGULATION STATION DISK
 AK5697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5697+STABILITY: SURFACE MOTION
 AK5697
 AK5697  HISTORY     - Date     Condition        Report By
 AK5697  HISTORY     - 1965     MONUMENTED       CGS
 AK5697
 AK5697                          STATION DESCRIPTION
 AK5697
 AK5697'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK5697'STATION IS LOCATED AT CAPE KENNEDY IN COMPLEX 36 B, ABOUT 500
 AK5697'FEET SOUTHWEST OF THE CENTER OF THE LAUNCHER AND IN THE SOUTH
 AK5697'THEODOLITE BUILDING.
 AK5697'
 AK5697'THE MARK IS A SMOOTH BRASS DISK SET IN A 9 INCH SQUARE CONCRETE
 AK5697'POST, FLUSH WITH THE FLOOR AND IS STAMPED AZI REF NO 1 1965.
 AK5697'
 AK5697'A TRAVERSE CONNECTION WAS MADE FROM THIRTY SIX B RM 1 TO A PUNCH
 AK5697'HOLE WITHIN A TRIANGLE AND THE DISTANCE IS 7.77 FEET OR 2.3682
 AK5697'METERS.
 AK5697'
 AK5697'AZI REF NO 4 IS A SMOOTH BRASS DISK CEMENTED IN A DRILL HOLE IN
 AK5697'THE CONCRETE APRON OF PAD 36 B. 44 FEET SOUTHWEST OF THE CENTER
 AK5697'OF THE LAUNCH RING, FLUSH WITH THE FLOOR AND STAMPED AZI REF NO 4
 AK5697'1965.  THE POINT LOCATED IS A PUNCH HOLE IN CENTER OF THE DISK
 AK5697'AND WITHIN A TRIANGLE.
 AK5697'
 AK5697'AZI REF NO 5 IS A SMOOTH BRASS DISK SET IN A DRILL HOLE IN THE
 AK5697'CONCRETE PAD 36 B. 15 FEET SOUTHWEST OF THE CENTER OF THE LAUNCH
 AK5697'RING, FLUSH WITH THE FLOOR AND STAMPED AZI REF NO 5 1965.  THE
 AK5697'POINT LOCATED IS A PUNCH HOLE IN THE CENTER OF THE DISK AND
 AK5697'WITHIN A TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5699 ***********************************************************************
 AK5699  DESIGNATION -  36B AZ REF 2 1965
 AK5699  PID         -  AK5699
 AK5699  STATE/COUNTY-  FL/BREVARD
 AK5699  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5699
 AK5699                         *CURRENT SURVEY CONTROL
 AK5699  ___________________________________________________________________
 AK5699* NAD 83(1990)-  28 28 08.18181(N)    080 32 32.52514(W)     ADJUSTED  
 AK5699* NAVD 88     -         2.40   (+/-2cm)       7.9    (feet)  VERTCON   
 AK5699  ___________________________________________________________________
 AK5699  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AK5699  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK5699
 AK5699  HORZ ORDER  -  SECOND
 AK5699  VERT ORDER  -  THIRD ? (See Below)
 AK5699
 AK5699.The horizontal coordinates were established by classical geodetic methods
 AK5699.and adjusted by the National Geodetic Survey in May 1991..
 AK5699
 AK5699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5699.The vertical order pertains to the NGVD 29 superseded value.
 AK5699
 AK5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5699
 AK5699.The geoid height was determined by GEOID03.
 AK5699
 AK5699;                    North         East     Units Scale Factor Converg.
 AK5699;SPC FL E     -   458,260.628   244,814.784   MT  0.99996595   +0 13 05.3
 AK5699;SPC FL E     - 1,503,476.74    803,196.50   sFT  0.99996595   +0 13 05.3
 AK5699;UTM  17      - 3,149,236.253   544,799.494   MT  0.99962477   +0 13 05.3
 AK5699
 AK5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5699!SPC FL E     -   1.00000407  x   0.99996595  =   0.99997001
 AK5699!UTM  17      -   1.00000407  x   0.99962477  =   0.99962883
 AK5699
 AK5699                          SUPERSEDED SURVEY CONTROL
 AK5699
 AK5699  NAD 83(1986)-  28 28 08.18772(N)    080 32 32.53835(W) AD(       ) 2
 AK5699  NAD 27      -  28 28 07.18600(N)    080 32 33.35448(W) AD(       ) 2
 AK5699  NGVD 29 (07/19/86)    2.78   (m)            9.1    (f) LEVELING    3  
 AK5699
 AK5699.Superseded values are not recommended for survey control.
 AK5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5699.See file dsdata.txt to determine how the superseded data were derived.
 AK5699
 AK5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4479949236(NAD 83)
 AK5699_MARKER: DS = TRIANGULATION STATION DISK
 AK5699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5699+STABILITY: SURFACE MOTION
 AK5699
 AK5699  HISTORY     - Date     Condition        Report By
 AK5699  HISTORY     - 1965     MONUMENTED       CGS
 AK5699
 AK5699                          STATION DESCRIPTION
 AK5699
 AK5699'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK5699'STATION IS LOCATED AT CAPE KENNEDY IN COMPLEX 36 B ABOUT 500 FEET
 AK5699'SOUTHWEST OF THE CENTER OF THE LAUNCHER AND IN THE WEST THEODOLITE
 AK5699'BUILDING.
 AK5699'
 AK5699'AZI REF NO 2 IS A SMOOTH BRASS DISK SET IN A 8 INCH SQUARE
 AK5699'CONCRETE POST, FLUSH WITH THE SURFACE OF THE FLOOR OF THE
 AK5699'THEODOLITE BUILDING AND STAMPED AZI REF NO 2 1965.
 AK5699'
 AK5699'AZI REF NO 3 IS A SMOOTH BRASS DISK SET IN A DRILL HOLE IN THE
 AK5699'FACE OF THE CABLE TUNNEL WALL. 65 FEET NORTHWEST OF A STAIRWAY, 15
 AK5699'FEET SOUTHEAST OF THE EAST EDGE OF A CONCRETE PAD THAT IS ABOUT
 AK5699'40X10 FEET SQUARE, FLUSH WITH THE SURFACE OF THE WALL AND STAMPED
 AK5699'AZI REF NO 3 1965.  THE POINT LOCATED IS A PUNCH HOLE IN THE
 AK5699'CENTER OF THE DISK AND WITHIN A TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9590 ***********************************************************************
 DG9590  DESIGNATION -  36TH 88 A02
 DG9590  PID         -  DG9590
 DG9590  STATE/COUNTY-  FL/MARION
 DG9590  USGS QUAD   -  BELLEVIEW (1991)
 DG9590
 DG9590                         *CURRENT SURVEY CONTROL
 DG9590  ___________________________________________________________________
 DG9590* NAD 83(1986)-  29 05 53.     (N)    082 05 12.     (W)     SCALED    
 DG9590* NAVD 88     -        21.347  (meters)      70.04   (feet)  ADJUSTED  
 DG9590  ___________________________________________________________________
 DG9590  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DG9590  DYNAMIC HT  -          21.317 (meters)      69.94  (feet)  COMP
 DG9590  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 DG9590
 DG9590  VERT ORDER  -  FIRST     CLASS II
 DG9590
 DG9590.The horizontal coordinates were scaled from a topographic map and have
 DG9590.an estimated accuracy of +/- 6 seconds.
 DG9590
 DG9590.The orthometric height was determined by differential leveling
 DG9590.and adjusted by the National Geodetic Survey in May 2005..
 DG9590
 DG9590.Photographs are available for this station.
 DG9590
 DG9590.The geoid height was determined by GEOID03.
 DG9590
 DG9590.The dynamic height is computed by dividing the NAVD 88
 DG9590.geopotential number by the normal gravity value computed on the
 DG9590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9590.degrees latitude (g = 980.6199 gals.).
 DG9590
 DG9590.The modeled gravity was interpolated from observed gravity values.
 DG9590
 DG9590;                    North         East    Units  Estimated Accuracy
 DG9590;SPC FL W     -   527,900.      191,560.      MT  (+/- 180 meters Scaled)
 DG9590
 DG9590                          SUPERSEDED SURVEY CONTROL
 DG9590
 DG9590.No superseded survey control is available for this station.
 DG9590
 DG9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN942193(NAD 83)
 DG9590_MARKER: DD = SURVEY DISK
 DG9590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9590_STAMPING: 36TH-88-A02
 DG9590_MARK LOGO: FLDT  
 DG9590_PROJECTION: RECESSED 20 CENTIMETERS
 DG9590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9590+STABILITY: SURFACE MOTION
 DG9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9590+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 DG9590
 DG9590  HISTORY     - Date     Condition        Report By
 DG9590  HISTORY     - 1988     MONUMENTED       FLDT
 DG9590  HISTORY     - 20030531 GOOD             FLDEP
 DG9590
 DG9590                          STATION DESCRIPTION
 DG9590
 DG9590'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9590'THE MARK IS ABOUT 6.2 MI SOUTHEAST OF OCALA, 4.0 NORTHWEST OF
 DG9590'BELLEVIEW, IN SECTION 14,  TOWNSHIP 16 SOUTH, RANGE 22 EAST.
 DG9590' 
 DG9590'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 301 AND U.S.
 DG9590'HIGHWAY 27, 441 IN  BELLEVIEW, GO NORTHWEST ON U.S. HIGHWAY 27, 301,
 DG9590'441 (ABSHIER BOULEVARD, MAYO HIGHWAY)  FOR 3.9 MI TO THE MARK ON THE
 DG9590'LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT RECESSED  0.8 FT BELOW
 DG9590'THE LEVEL OF THE GROUND AND 2.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 441
 DG9590'SOUTHBOUND LANES.
 DG9590' 
 DG9590'LOCATED 63.9 FT NORTH OF POWER POLE NUMBER B211797 WITH 3 GUY WIRES
 DG9590'ATTACHED, 53.9 FT  WEST OF THE CENTERLINE OF U.S. HIGHWAY 27
 DG9590'NORTHBOUND LANES, 52.6 FT EAST OF THE  CENTERLINE OF U.S. HIGHWAY 27
 DG9590'SOUTHBOUND LANES, 0.9 FT SOUTH OF A CARSONITE WITNESS  POST AND 0.8 FT
 DG9590'SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1938 ***********************************************************************
 AR1938  DESIGNATION -  37 92 GPS 1
 AR1938  PID         -  AR1938
 AR1938  STATE/COUNTY-  FL/SUWANNEE
 AR1938  USGS QUAD   -  HILDRETH (1988)
 AR1938
 AR1938                         *CURRENT SURVEY CONTROL
 AR1938  ___________________________________________________________________
 AR1938* NAD 83(1999)-  29 55 16.56880(N)    082 51 37.20478(W)     ADJUSTED  
 AR1938* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 AR1938  ___________________________________________________________________
 AR1938  X           -     687,638.608 (meters)                     COMP
 AR1938  Y           -  -5,489,704.491 (meters)                     COMP
 AR1938  Z           -   3,162,805.859 (meters)                     COMP
 AR1938  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AR1938  ELLIP HEIGHT-         -13.39  (meters)          (09/30/02) GPS OBS
 AR1938  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1938
 AR1938  HORZ ORDER  -  FIRST
 AR1938  ELLP ORDER  -  FOURTH    CLASS I
 AR1938
 AR1938.The horizontal coordinates were established by GPS observations
 AR1938.and adjusted by the National Geodetic Survey in September 2002..
 AR1938
 AR1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1938
 AR1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1938
 AR1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1938
 AR1938.The ellipsoidal height was determined by GPS observations
 AR1938.and is referenced to NAD 83.
 AR1938
 AR1938.The geoid height was determined by GEOID03.
 AR1938
 AR1938;                    North         East     Units Scale Factor Converg.
 AR1938;SPC FL N     -   103,258.553   758,317.769   MT  0.99995759   +0 49 26.3
 AR1938;SPC FL N     -   338,774.10  2,487,914.21   sFT  0.99995759   +0 49 26.3
 AR1938;UTM  17      - 3,311,515.950   320,417.597   MT  0.99999791   -0 55 41.5
 AR1938
 AR1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1938!SPC FL N     -   1.00000210  x   0.99995759  =   0.99995969
 AR1938!UTM  17      -   1.00000210  x   0.99999791  =   1.00000001
 AR1938
 AR1938:                Primary Azimuth Mark                     Grid Az
 AR1938:SPC FL N     -  37 92 GPS 2                              358 40 05.5
 AR1938:UTM  17      -  37 92 GPS 2                              000 25 13.3
 AR1938
 AR1938|---------------------------------------------------------------------|
 AR1938| PID    Reference Object                     Distance      Geod. Az  |
 AR1938|                                                           dddmmss.s |
 AR1938| AR1939 37 92 GPS 2                         APPROX. 0.9 KM 3592931.8 |
 AR1938|---------------------------------------------------------------------|
 AR1938
 AR1938                          SUPERSEDED SURVEY CONTROL
 AR1938
 AR1938  NAD 83(1990)-  29 55 16.56750(N)    082 51 37.20530(W) AD(       ) 1
 AR1938  ELLIP H (11/22/93)  -13.32   (m)                       GP(       ) 4 1
 AR1938  NGVD 29 (11/22/93)   14.8    (m)           49.     (f) GPS OBS        
 AR1938
 AR1938.Superseded values are not recommended for survey control.
 AR1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1938.See file dsdata.txt to determine how the superseded data were derived.
 AR1938
 AR1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP2041811516(NAD 83)
 AR1938_MARKER: DD = SURVEY DISK
 AR1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1938_SP_SET: CONCRETE POST
 AR1938_STAMPING: 37 92 GPS 1
 AR1938_MARK LOGO: FLDT  
 AR1938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1938+STABILITY: SURFACE MOTION
 AR1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1938+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AR1938
 AR1938  HISTORY     - Date     Condition        Report By
 AR1938  HISTORY     - 1992     MONUMENTED       FLDT
 AR1938
 AR1938                          STATION DESCRIPTION
 AR1938
 AR1938'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1938'STATION IS LOCATED ABOUT 21 MILES (33.8 KM) NORTH OF TRENTON AND 0.75
 AR1938'MILE (1.21 KM) NORTH OF THE SANTA FE RIVER.
 AR1938'FROM THE GILCHRIST / SUWANNEE COUNTY LINE (AT THE SANTA FE RIVER), GO
 AR1938'NORTH ALONG U.S. 129 FOR ABOUT 0.75 MILE (1.21 KM) TO THE STATION,
 AR1938'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AR1938'103.0 FEET (31.4 M) (31.4 MT) WEST OF A UTILITY POLE WITH A METAL
 AR1938'WITNESS SIGN ATTACHED, 47.0 FEET (14.3 M) (14.3 MT) WEST OF THE
 AR1938'CENTER OF U.S. 129 AND 4.2 FEET (1.3 M) (1.3 MT) EAST OF A METAL
 AR1938'WITNESS POST AT THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1939 ***********************************************************************
 AR1939  DESIGNATION -  37 92 GPS 2
 AR1939  PID         -  AR1939
 AR1939  STATE/COUNTY-  FL/SUWANNEE
 AR1939  USGS QUAD   -  HILDRETH (1988)
 AR1939
 AR1939                         *CURRENT SURVEY CONTROL
 AR1939  ___________________________________________________________________
 AR1939* NAD 83(1999)-  29 55 47.01688(N)    082 51 37.51463(W)     ADJUSTED  
 AR1939* NAVD 88     -        17.3    (meters)      57.     (feet)  VERTCON   
 AR1939  ___________________________________________________________________
 AR1939  X           -     687,572.528 (meters)                     COMP
 AR1939  Y           -  -5,489,243.811 (meters)                     COMP
 AR1939  Z           -   3,163,619.797 (meters)                     COMP
 AR1939  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AR1939  ELLIP HEIGHT-         -10.62  (meters)          (09/30/02) GPS OBS
 AR1939  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1939
 AR1939  HORZ ORDER  -  FIRST
 AR1939  ELLP ORDER  -  FOURTH    CLASS I
 AR1939
 AR1939.The horizontal coordinates were established by GPS observations
 AR1939.and adjusted by the National Geodetic Survey in September 2002..
 AR1939
 AR1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1939
 AR1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1939
 AR1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1939
 AR1939.The ellipsoidal height was determined by GPS observations
 AR1939.and is referenced to NAD 83.
 AR1939
 AR1939.The geoid height was determined by GEOID03.
 AR1939
 AR1939;                    North         East     Units Scale Factor Converg.
 AR1939;SPC FL N     -   104,195.853   758,295.978   MT  0.99995698   +0 49 26.2
 AR1939;SPC FL N     -   341,849.23  2,487,842.72   sFT  0.99995698   +0 49 26.2
 AR1939;UTM  17      - 3,312,453.517   320,424.478   MT  0.99999788   -0 55 42.5
 AR1939
 AR1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1939!SPC FL N     -   1.00000167  x   0.99995698  =   0.99995865
 AR1939!UTM  17      -   1.00000167  x   0.99999788  =   0.99999955
 AR1939
 AR1939:                Primary Azimuth Mark                     Grid Az
 AR1939:SPC FL N     -  37 92 GPS 1                              178 40 05.4
 AR1939:UTM  17      -  37 92 GPS 1                              180 25 14.1
 AR1939
 AR1939|---------------------------------------------------------------------|
 AR1939| PID    Reference Object                     Distance      Geod. Az  |
 AR1939|                                                           dddmmss.s |
 AR1939| AR1938 37 92 GPS 1                         APPROX. 0.9 KM 1792931.6 |
 AR1939|---------------------------------------------------------------------|
 AR1939
 AR1939                          SUPERSEDED SURVEY CONTROL
 AR1939
 AR1939  NAD 83(1990)-  29 55 47.01559(N)    082 51 37.51515(W) AD(       ) 1
 AR1939  ELLIP H (11/22/93)  -10.55   (m)                       GP(       ) 4 1
 AR1939  NGVD 29 (11/22/93)   17.6    (m)           58.     (f) GPS OBS        
 AR1939
 AR1939.Superseded values are not recommended for survey control.
 AR1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1939.See file dsdata.txt to determine how the superseded data were derived.
 AR1939
 AR1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP2042412454(NAD 83)
 AR1939_MARKER: DD = SURVEY DISK
 AR1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1939_SP_SET: CONCRETE POST
 AR1939_STAMPING: 37 92 GPS 2
 AR1939_MARK LOGO: FLDT  
 AR1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1939+STABILITY: SURFACE MOTION
 AR1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1939+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AR1939
 AR1939  HISTORY     - Date     Condition        Report By
 AR1939  HISTORY     - 1992     MONUMENTED       FLDT
 AR1939
 AR1939                          STATION DESCRIPTION
 AR1939
 AR1939'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1939'STATION IS LOCATED ABOUT 21.5 MILES (34.6 KM) NORTH OF TRENTON AND
 AR1939'1.35 MILES (2.17 KM) NORTH OF THE SANTA FE RIVER.
 AR1939'FROM THE GILCHRIST / SUWANNEE COUNTY LINE (AT THE SANTA FE RIVER), GO
 AR1939'NORTH ALONG U.S. 129 FOR ABOUT 1.35 MILES (2.17 KM) TO THE STATION,
 AR1939'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AR1939'116.0 FEET (35.4 M) (35.4 MT) WEST OF UTILITY POLE NUMBER J 630 1000
 AR1939'0654 OT, 47.0 FEET (14.3 M) (14.3 MT) WEST OF THE CENTER OF U.S. 129
 AR1939'AND 3.6 FEET (1.1 M) (1.1 MT) EAST OF A METAL WITNESS POST AT THE
 AR1939'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1249 ***********************************************************************
 AK1249  DESIGNATION -  37 B UMB TOWER
 AK1249  PID         -  AK1249
 AK1249  STATE/COUNTY-  FL/BREVARD
 AK1249  USGS QUAD   -  FALSE CAPE (1984)
 AK1249
 AK1249                         *CURRENT SURVEY CONTROL
 AK1249  ___________________________________________________________________
 AK1249* NAD 83(1986)-  28 31 56.     (N)    080 33 59.     (W)     SCALED    
 AK1249* NAVD 88     -        15.163  (meters)      49.75   (feet)  ADJUSTED  
 AK1249  ___________________________________________________________________
 AK1249  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK1249  DYNAMIC HT  -          15.142 (meters)      49.68  (feet)  COMP
 AK1249  MODELED GRAV-     979,235.6   (mgal)                       NAVD 88
 AK1249
 AK1249  VERT ORDER  -  FIRST     CLASS II
 AK1249
 AK1249.The horizontal coordinates were scaled from a topographic map and have
 AK1249.an estimated accuracy of +/- 6 seconds.
 AK1249
 AK1249.The orthometric height was determined by differential leveling
 AK1249.and adjusted by the National Geodetic Survey in June 1991..
 AK1249
 AK1249.The geoid height was determined by GEOID03.
 AK1249
 AK1249.The dynamic height is computed by dividing the NAVD 88
 AK1249.geopotential number by the normal gravity value computed on the
 AK1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1249.degrees latitude (g = 980.6199 gals.).
 AK1249
 AK1249.The modeled gravity was interpolated from observed gravity values.
 AK1249
 AK1249;                    North         East    Units  Estimated Accuracy
 AK1249;SPC FL E     -   465,270.      242,440.      MT  (+/- 180 meters Scaled)
 AK1249
 AK1249                          SUPERSEDED SURVEY CONTROL
 AK1249
 AK1249  NGVD 29 (??/??/92)   15.545  (m)           51.00   (f) ADJ UNCH    1 2
 AK1249
 AK1249.Superseded values are not recommended for survey control.
 AK1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1249.See file dsdata.txt to determine how the superseded data were derived.
 AK1249
 AK1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM424562(NAD 83)
 AK1249_MARKER: DB = BENCH MARK DISK
 AK1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1249_SP_SET: CONCRETE FLOOR
 AK1249_STAMPING: 37B UMB TOWER 1964
 AK1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1249
 AK1249  HISTORY     - Date     Condition        Report By
 AK1249  HISTORY     - 1964     MONUMENTED       CGS
 AK1249
 AK1249                          STATION DESCRIPTION
 AK1249
 AK1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1249'AT CAPE KENNEDY.
 AK1249'THE MARK IS LOCATED ON THE CAPE KENNEDY MISSILE BASE AT THE SATURN
 AK1249'LAUNCH COMPLEX 37B, IN THE CENTER OF THE UMBILICAL TOWER ON THE
 AK1249'BOTTOM FLOOR.  IT IS SET IN A DRILL HOLE IN THE CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0212 ***********************************************************************
 BE0212  DESIGNATION -  37 JWM USGS
 BE0212  PID         -  BE0212
 BE0212  STATE/COUNTY-  FL/JACKSON
 BE0212  USGS QUAD   -  BASCOM (1994)
 BE0212
 BE0212                         *CURRENT SURVEY CONTROL
 BE0212  ___________________________________________________________________
 BE0212* NAD 83(1986)-  30 52 54.     (N)    085 03 21.     (W)     SCALED    
 BE0212* NAVD 88     -        31.862  (meters)     104.53   (feet)  ADJUSTED  
 BE0212  ___________________________________________________________________
 BE0212  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BE0212  DYNAMIC HT  -          31.821 (meters)     104.40  (feet)  COMP
 BE0212  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BE0212
 BE0212  VERT ORDER  -  SECOND    CLASS 0
 BE0212
 BE0212.The horizontal coordinates were scaled from a topographic map and have
 BE0212.an estimated accuracy of +/- 6 seconds.
 BE0212
 BE0212.The orthometric height was determined by differential leveling
 BE0212.and adjusted by the National Geodetic Survey in June 1991..
 BE0212
 BE0212.The geoid height was determined by GEOID03.
 BE0212
 BE0212.The dynamic height is computed by dividing the NAVD 88
 BE0212.geopotential number by the normal gravity value computed on the
 BE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0212.degrees latitude (g = 980.6199 gals.).
 BE0212
 BE0212.The modeled gravity was interpolated from observed gravity values.
 BE0212
 BE0212;                    North         East    Units  Estimated Accuracy
 BE0212;SPC FL N     -   208,720.      546,850.      MT  (+/- 180 meters Scaled)
 BE0212
 BE0212                          SUPERSEDED SURVEY CONTROL
 BE0212
 BE0212  NGVD 29 (??/??/92)   31.990  (m)          104.95   (f) ADJ UNCH    2 0
 BE0212
 BE0212.Superseded values are not recommended for survey control.
 BE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0212.See file dsdata.txt to determine how the superseded data were derived.
 BE0212
 BE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV858181(NAD 83)
 BE0212_MARKER: DD = SURVEY DISK
 BE0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0212_STAMPING: 37 JWM 1951 105
 BE0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0212+STABILITY: SURFACE MOTION
 BE0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE0212+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 BE0212
 BE0212  HISTORY     - Date     Condition        Report By
 BE0212  HISTORY     - 1951     MONUMENTED       USGS
 BE0212  HISTORY     - 1955     GOOD             NGS
 BE0212  HISTORY     - 20010331 GOOD             NGS
 BE0212  HISTORY     - 20050525 GOOD             SESMC
 BE0212
 BE0212                          STATION DESCRIPTION
 BE0212
 BE0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0212'0.8 MI W FROM LOVEDALE.
 BE0212'ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD FROM THE CHURCH AND
 BE0212'CEMETERY AT LOVEDALE, AT THE JUNCTION OF A GRADED ROAD NORTH,
 BE0212'67 FEET NORTH OF CENTER LINE OF BLACK TOP ROAD, 160 FEET EAST
 BE0212'OF CENTER LINE OF ROAD NORTH, 2 1/2 FEET NORTH OF POWER POLE
 BE0212'NO. 35, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 BE0212'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE0212'PROJECTING 4 INCHES.
 BE0212
 BE0212                          STATION RECOVERY (2001)
 BE0212
 BE0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0212
 BE0212                          STATION RECOVERY (2005)
 BE0212
 BE0212'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2005 (SFS)
 BE0212'MARK FOUND AS DESCRIBED. ROAD NORTH IN DESCRIPTION IS DUNAWAY RD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0231 ***********************************************************************
 AG0231  DESIGNATION -  370 FLHD
 AG0231  PID         -  AG0231
 AG0231  STATE/COUNTY-  FL/PINELLAS
 AG0231  USGS QUAD   -  ST PETERSBURG (1987)
 AG0231
 AG0231                         *CURRENT SURVEY CONTROL
 AG0231  ___________________________________________________________________
 AG0231* NAD 83(1986)-  27 47 31.     (N)    082 40 23.     (W)     SCALED    
 AG0231* NAVD 88     -        14.404  (meters)      47.26   (feet)  ADJUSTED  
 AG0231  ___________________________________________________________________
 AG0231  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG0231  DYNAMIC HT  -          14.383 (meters)      47.19  (feet)  COMP
 AG0231  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 AG0231
 AG0231  VERT ORDER  -  SECOND    CLASS II
 AG0231
 AG0231.The horizontal coordinates were scaled from a topographic map and have
 AG0231.an estimated accuracy of +/- 6 seconds.
 AG0231
 AG0231.The orthometric height was determined by differential leveling
 AG0231.and adjusted by the National Geodetic Survey in June 1991..
 AG0231
 AG0231.The geoid height was determined by GEOID03.
 AG0231
 AG0231.The dynamic height is computed by dividing the NAVD 88
 AG0231.geopotential number by the normal gravity value computed on the
 AG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0231.degrees latitude (g = 980.6199 gals.).
 AG0231
 AG0231.The modeled gravity was interpolated from observed gravity values.
 AG0231
 AG0231;                    North         East    Units  Estimated Accuracy
 AG0231;SPC FL W     -   383,340.      133,670.      MT  (+/- 180 meters Scaled)
 AG0231
 AG0231                          SUPERSEDED SURVEY CONTROL
 AG0231
 AG0231  NGVD 29 (??/??/92)   14.670  (m)           48.13   (f) ADJ UNCH    2 2
 AG0231
 AG0231.Superseded values are not recommended for survey control.
 AG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0231.See file dsdata.txt to determine how the superseded data were derived.
 AG0231
 AG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351752(NAD 83)
 AG0231_MARKER: DD = SURVEY DISK
 AG0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0231_SP_SET: INLET
 AG0231_STAMPING: 370
 AG0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0231
 AG0231  HISTORY     - Date     Condition        Report By
 AG0231  HISTORY     - UNK      MONUMENTED       FLHD
 AG0231  HISTORY     - 1976     GOOD             NGS
 AG0231  HISTORY     - 19970313 MARK NOT FOUND   USPSQD
 AG0231  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 AG0231
 AG0231                          STATION DESCRIPTION
 AG0231
 AG0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0231'IN ST PETERSBURG.
 AG0231'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0231'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0231'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0231'WESTERLY ON 22ND AVE. N. FOR 2.20 MILES.  STATION ON LEFT, 28.7 FT.
 AG0231'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 157.0 FT. EAST OF THE
 AG0231'CENTERLINE OF 29TH ST. N.  SET IN THE TOP OF THE CONCRETE INLET.
 AG0231'SECTION 14, T 31, R 16.
 AG0231
 AG0231                          STATION RECOVERY (1997)
 AG0231
 AG0231'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0231'MARK NOT FOUND.
 AG0231
 AG0231                          STATION RECOVERY (2002)
 AG0231
 AG0231'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB)
 AG0231'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN
 AG0231'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE
 AG0231'INLET THERE.(SEE AG0219 AND AG0221 COMMENTS. A WAAS GPS WAS USED TO NO
 AG0231'AVAIL). SUGGEST THESE MARKS BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0222 ***********************************************************************
 AG0222  DESIGNATION -  371 FLHD
 AG0222  PID         -  AG0222
 AG0222  STATE/COUNTY-  FL/PINELLAS
 AG0222  USGS QUAD   -  ST PETERSBURG (1987)
 AG0222
 AG0222                         *CURRENT SURVEY CONTROL
 AG0222  ___________________________________________________________________
 AG0222* NAD 83(1986)-  27 47 31.     (N)    082 40 35.     (W)     SCALED    
 AG0222* NAVD 88     -        14.881  (meters)      48.82   (feet)  ADJUSTED  
 AG0222  ___________________________________________________________________
 AG0222  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG0222  DYNAMIC HT  -          14.859 (meters)      48.75  (feet)  COMP
 AG0222  MODELED GRAV-     979,176.7   (mgal)                       NAVD 88
 AG0222
 AG0222  VERT ORDER  -  SECOND    CLASS II
 AG0222
 AG0222.The horizontal coordinates were scaled from a topographic map and have
 AG0222.an estimated accuracy of +/- 6 seconds.
 AG0222
 AG0222.The orthometric height was determined by differential leveling
 AG0222.and adjusted by the National Geodetic Survey in June 1991..
 AG0222
 AG0222.The geoid height was determined by GEOID03.
 AG0222
 AG0222.The dynamic height is computed by dividing the NAVD 88
 AG0222.geopotential number by the normal gravity value computed on the
 AG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0222.degrees latitude (g = 980.6199 gals.).
 AG0222
 AG0222.The modeled gravity was interpolated from observed gravity values.
 AG0222
 AG0222;                    North         East    Units  Estimated Accuracy
 AG0222;SPC FL W     -   383,340.      133,350.      MT  (+/- 180 meters Scaled)
 AG0222
 AG0222                          SUPERSEDED SURVEY CONTROL
 AG0222
 AG0222  NGVD 29 (??/??/92)   15.147  (m)           49.69   (f) ADJ UNCH    2 2
 AG0222
 AG0222.Superseded values are not recommended for survey control.
 AG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0222.See file dsdata.txt to determine how the superseded data were derived.
 AG0222
 AG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL348752(NAD 83)
 AG0222_MARKER: DD = SURVEY DISK
 AG0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0222_SP_SET: INLET
 AG0222_STAMPING: 371
 AG0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0222
 AG0222  HISTORY     - Date     Condition        Report By
 AG0222  HISTORY     - UNK      MONUMENTED       FLHD
 AG0222  HISTORY     - 1976     GOOD             NGS
 AG0222  HISTORY     - 19980416 MARK NOT FOUND   USPSQD
 AG0222  HISTORY     - 20030326 MARK NOT FOUND   USPSQD
 AG0222
 AG0222                          STATION DESCRIPTION
 AG0222
 AG0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0222'IN ST PETERSBURG.
 AG0222'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0222'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0222'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0222'WESTERLY ON 22ND AVE. N. FOR 2.45 MILES.  STATION ON LEFT, 25.5 FT.
 AG0222'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 282.0 FT. WEST OF THE
 AG0222'EXTENDED CENTERLINE OF 31ST ST. N.  SET IN THE TOP OF THE CONCRETE
 AG0222'INLET.  SECTION 14, T 31, R 16.
 AG0222
 AG0222                          STATION RECOVERY (1998)
 AG0222
 AG0222'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0222'MARK NOT FOUND.
 AG0222
 AG0222                          STATION RECOVERY (2003)
 AG0222
 AG0222'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE)
 AG0222'ROAD WIDENED, INLET REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0223 ***********************************************************************
 AG0223  DESIGNATION -  372 FLHD
 AG0223  PID         -  AG0223
 AG0223  STATE/COUNTY-  FL/PINELLAS
 AG0223  USGS QUAD   -  ST PETERSBURG (1987)
 AG0223
 AG0223                         *CURRENT SURVEY CONTROL
 AG0223  ___________________________________________________________________
 AG0223* NAD 83(1986)-  27 47 37.     (N)    082 43 52.     (W)     SCALED    
 AG0223* NAVD 88     -         5.765  (meters)      18.91   (feet)  ADJUSTED  
 AG0223  ___________________________________________________________________
 AG0223  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0223  DYNAMIC HT  -           5.757 (meters)      18.89  (feet)  COMP
 AG0223  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 AG0223
 AG0223  VERT ORDER  -  SECOND    CLASS II
 AG0223
 AG0223.The horizontal coordinates were scaled from a topographic map and have
 AG0223.an estimated accuracy of +/- 6 seconds.
 AG0223
 AG0223.The orthometric height was determined by differential leveling
 AG0223.and adjusted by the National Geodetic Survey in June 1991..
 AG0223
 AG0223.The geoid height was determined by GEOID03.
 AG0223
 AG0223.The dynamic height is computed by dividing the NAVD 88
 AG0223.geopotential number by the normal gravity value computed on the
 AG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0223.degrees latitude (g = 980.6199 gals.).
 AG0223
 AG0223.The modeled gravity was interpolated from observed gravity values.
 AG0223
 AG0223;                    North         East    Units  Estimated Accuracy
 AG0223;SPC FL W     -   383,550.      127,950.      MT  (+/- 180 meters Scaled)
 AG0223
 AG0223                          SUPERSEDED SURVEY CONTROL
 AG0223
 AG0223  NGVD 29 (??/??/92)    6.033  (m)           19.79   (f) ADJ UNCH    2 2
 AG0223
 AG0223.Superseded values are not recommended for survey control.
 AG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0223.See file dsdata.txt to determine how the superseded data were derived.
 AG0223
 AG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL294755(NAD 83)
 AG0223_MARKER: DD = SURVEY DISK
 AG0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0223_SP_SET: INLET
 AG0223_STAMPING: 372
 AG0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0223
 AG0223  HISTORY     - Date     Condition        Report By
 AG0223  HISTORY     - UNK      MONUMENTED       FLHD
 AG0223  HISTORY     - 1976     GOOD             NGS
 AG0223
 AG0223                          STATION DESCRIPTION
 AG0223
 AG0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0223'IN ST PETERSBURG.
 AG0223'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0223'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0223'NORTHWESTERLY ON S.R. 595 FOR 0.20 MILE.  STATION ON RIGHT, 79.0 FT.
 AG0223'N.E. OF THE CENTERLINE OF S.R. 595, 30.5 FT. N.N.E. OF LIGHT POLE
 AG0223'(NUMBER 163843).  SET IN THE TOP OF A CONCRETE INLET OF SERVICE ROAD.
 AG0223'SECTION 7, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0224 ***********************************************************************
 AG0224  DESIGNATION -  373 FLHD
 AG0224  PID         -  AG0224
 AG0224  STATE/COUNTY-  FL/PINELLAS
 AG0224  USGS QUAD   -  ST PETERSBURG (1987)
 AG0224
 AG0224                         *CURRENT SURVEY CONTROL
 AG0224  ___________________________________________________________________
 AG0224* NAD 83(1986)-  27 47 43.     (N)    082 43 59.     (W)     SCALED    
 AG0224* NAVD 88     -         5.308  (meters)      17.41   (feet)  ADJUSTED  
 AG0224  ___________________________________________________________________
 AG0224  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0224  DYNAMIC HT  -           5.300 (meters)      17.39  (feet)  COMP
 AG0224  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 AG0224
 AG0224  VERT ORDER  -  SECOND    CLASS II
 AG0224
 AG0224.The horizontal coordinates were scaled from a topographic map and have
 AG0224.an estimated accuracy of +/- 6 seconds.
 AG0224
 AG0224.The orthometric height was determined by differential leveling
 AG0224.and adjusted by the National Geodetic Survey in June 1991..
 AG0224
 AG0224.The geoid height was determined by GEOID03.
 AG0224
 AG0224.The dynamic height is computed by dividing the NAVD 88
 AG0224.geopotential number by the normal gravity value computed on the
 AG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0224.degrees latitude (g = 980.6199 gals.).
 AG0224
 AG0224.The modeled gravity was interpolated from observed gravity values.
 AG0224
 AG0224;                    North         East    Units  Estimated Accuracy
 AG0224;SPC FL W     -   383,740.      127,760.      MT  (+/- 180 meters Scaled)
 AG0224
 AG0224                          SUPERSEDED SURVEY CONTROL
 AG0224
 AG0224  NGVD 29 (??/??/92)    5.575  (m)           18.29   (f) ADJ UNCH    2 2
 AG0224
 AG0224.Superseded values are not recommended for survey control.
 AG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0224.See file dsdata.txt to determine how the superseded data were derived.
 AG0224
 AG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL292757(NAD 83)
 AG0224_MARKER: DD = SURVEY DISK
 AG0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0224_SP_SET: WINGWALL
 AG0224_STAMPING: 373
 AG0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0224
 AG0224  HISTORY     - Date     Condition        Report By
 AG0224  HISTORY     - UNK      MONUMENTED       FLHD
 AG0224  HISTORY     - 1976     GOOD             NGS
 AG0224
 AG0224                          STATION DESCRIPTION
 AG0224
 AG0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0224'IN ST PETERSBURG.
 AG0224'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0224'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0224'NORTHWESTERLY ON S.R. 595 FOR 0.30 MILE.  STATION ON RIGHT, 82.4 FT.
 AG0224'N.E. OF THE CENTERLINE OF S.R. 595, 72.7 FT. EAST OF LIGHT POLE
 AG0224'(NUMBER 1-63846), 29.5 FT. WEST OF THE EAST END OF CONCRETE HEADWALL.
 AG0224'SET IN THE TOP OF THE SOUTH END OF CONCRETE WINGWALL.  SECTION 7, T
 AG0224'31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0225 ***********************************************************************
 AG0225  DESIGNATION -  374 FLHD
 AG0225  PID         -  AG0225
 AG0225  STATE/COUNTY-  FL/PINELLAS
 AG0225  USGS QUAD   -  ST PETERSBURG (1987)
 AG0225
 AG0225                         *CURRENT SURVEY CONTROL
 AG0225  ___________________________________________________________________
 AG0225* NAD 83(1986)-  27 47 50.     (N)    082 44 03.     (W)     SCALED    
 AG0225* NAVD 88     -         6.044  (meters)      19.83   (feet)  ADJUSTED  
 AG0225  ___________________________________________________________________
 AG0225  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0225  DYNAMIC HT  -           6.035 (meters)      19.80  (feet)  COMP
 AG0225  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 AG0225
 AG0225  VERT ORDER  -  SECOND    CLASS II
 AG0225
 AG0225.The horizontal coordinates were scaled from a topographic map and have
 AG0225.an estimated accuracy of +/- 6 seconds.
 AG0225
 AG0225.The orthometric height was determined by differential leveling
 AG0225.and adjusted by the National Geodetic Survey in June 1991..
 AG0225
 AG0225.The geoid height was determined by GEOID03.
 AG0225
 AG0225.The dynamic height is computed by dividing the NAVD 88
 AG0225.geopotential number by the normal gravity value computed on the
 AG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0225.degrees latitude (g = 980.6199 gals.).
 AG0225
 AG0225.The modeled gravity was interpolated from observed gravity values.
 AG0225
 AG0225;                    North         East    Units  Estimated Accuracy
 AG0225;SPC FL W     -   383,960.      127,650.      MT  (+/- 180 meters Scaled)
 AG0225
 AG0225                          SUPERSEDED SURVEY CONTROL
 AG0225
 AG0225  NGVD 29 (??/??/92)    6.311  (m)           20.71   (f) ADJ UNCH    2 2
 AG0225
 AG0225.Superseded values are not recommended for survey control.
 AG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0225.See file dsdata.txt to determine how the superseded data were derived.
 AG0225
 AG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL291759(NAD 83)
 AG0225_MARKER: DD = SURVEY DISK
 AG0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0225_SP_SET: INLET
 AG0225_STAMPING: 374
 AG0225
 AG0225  HISTORY     - Date     Condition        Report By
 AG0225  HISTORY     - UNK      MONUMENTED
 AG0225  HISTORY     - 1976     GOOD             NGS
 AG0225  HISTORY     - 1977     GOOD             FL-103
 AG0225  HISTORY     - 19990105 GOOD             USPSQD
 AG0225
 AG0225                          STATION DESCRIPTION
 AG0225
 AG0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0225'IN ST PETERSBURG.
 AG0225'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0225'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0225'NORTHWESTERLY ON S.R. 595 FOR 0.50 MILE.  STATION ON RIGHT, 78.0 FT.
 AG0225'N.E. OF THE CENTERLINE OF S.R. 595, 30.3 FT. N.E. OF LIGHT POLE (NO
 AG0225'NUMBER).  SET IN THE TOP OF A CONCRETE INLET OF SERVICE ROAD. SECTION
 AG0225'7, T 31, R 16.
 AG0225
 AG0225                          STATION RECOVERY (1977)
 AG0225
 AG0225'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0225'RECOVERED IN GOOD CONDITION.
 AG0225
 AG0225                          STATION RECOVERY (1999)
 AG0225
 AG0225'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0226 ***********************************************************************
 AG0226  DESIGNATION -  375 FLHD
 AG0226  PID         -  AG0226
 AG0226  STATE/COUNTY-  FL/PINELLAS
 AG0226  USGS QUAD   -  ST PETERSBURG (1987)
 AG0226
 AG0226                         *CURRENT SURVEY CONTROL
 AG0226  ___________________________________________________________________
 AG0226* NAD 83(1986)-  27 47 55.     (N)    082 44 11.     (W)     SCALED    
 AG0226* NAVD 88     -        15.176  (meters)      49.79   (feet)  ADJUSTED  
 AG0226  ___________________________________________________________________
 AG0226  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0226  DYNAMIC HT  -          15.153 (meters)      49.71  (feet)  COMP
 AG0226  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 AG0226
 AG0226  VERT ORDER  -  SECOND    CLASS II
 AG0226
 AG0226.The horizontal coordinates were scaled from a topographic map and have
 AG0226.an estimated accuracy of +/- 6 seconds.
 AG0226
 AG0226.The orthometric height was determined by differential leveling
 AG0226.and adjusted by the National Geodetic Survey in June 1991..
 AG0226
 AG0226.The geoid height was determined by GEOID03.
 AG0226
 AG0226.The dynamic height is computed by dividing the NAVD 88
 AG0226.geopotential number by the normal gravity value computed on the
 AG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0226.degrees latitude (g = 980.6199 gals.).
 AG0226
 AG0226.The modeled gravity was interpolated from observed gravity values.
 AG0226
 AG0226;                    North         East    Units  Estimated Accuracy
 AG0226;SPC FL W     -   384,110.      127,440.      MT  (+/- 180 meters Scaled)
 AG0226
 AG0226                          SUPERSEDED SURVEY CONTROL
 AG0226
 AG0226  NGVD 29 (??/??/92)   15.443  (m)           50.67   (f) ADJ UNCH    2 2
 AG0226
 AG0226.Superseded values are not recommended for survey control.
 AG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0226.See file dsdata.txt to determine how the superseded data were derived.
 AG0226
 AG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL289761(NAD 83)
 AG0226_MARKER: DD = SURVEY DISK
 AG0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0226_SP_SET: OVERPASS
 AG0226_STAMPING: 375
 AG0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0226
 AG0226  HISTORY     - Date     Condition        Report By
 AG0226  HISTORY     - UNK      MONUMENTED       FLHD
 AG0226  HISTORY     - 1976     GOOD             NGS
 AG0226
 AG0226                          STATION DESCRIPTION
 AG0226
 AG0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0226'IN ST PETERSBURG.
 AG0226'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0226'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0226'NORTHWESTERLY ON S.R. 595 FOR 0.70 MILE TO THE N.E. CORNER OF
 AG0226'OVERPASS.  STATION ON RIGHT, 33.3 FT. N.E. OF THE CENTERLINE OF S.R.
 AG0226'595, IN THE N.E. CORNER OF OVERPASS.  SET IN THE TOP OF THE CONCRETE
 AG0226'WINGWALL.  SECTION 7, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0227 ***********************************************************************
 AG0227  DESIGNATION -  376 FLHD
 AG0227  PID         -  AG0227
 AG0227  STATE/COUNTY-  FL/PINELLAS
 AG0227  USGS QUAD   -  ST PETERSBURG (1987)
 AG0227
 AG0227                         *CURRENT SURVEY CONTROL
 AG0227  ___________________________________________________________________
 AG0227* NAD 83(1986)-  27 48 01.     (N)    082 44 17.     (W)     SCALED    
 AG0227* NAVD 88     -        14.517  (meters)      47.63   (feet)  ADJUSTED  
 AG0227  ___________________________________________________________________
 AG0227  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0227  DYNAMIC HT  -          14.496 (meters)      47.56  (feet)  COMP
 AG0227  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AG0227
 AG0227  VERT ORDER  -  SECOND    CLASS II
 AG0227
 AG0227.The horizontal coordinates were scaled from a topographic map and have
 AG0227.an estimated accuracy of +/- 6 seconds.
 AG0227
 AG0227.The orthometric height was determined by differential leveling
 AG0227.and adjusted by the National Geodetic Survey in June 1991..
 AG0227
 AG0227.The geoid height was determined by GEOID03.
 AG0227
 AG0227.The dynamic height is computed by dividing the NAVD 88
 AG0227.geopotential number by the normal gravity value computed on the
 AG0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0227.degrees latitude (g = 980.6199 gals.).
 AG0227
 AG0227.The modeled gravity was interpolated from observed gravity values.
 AG0227
 AG0227;                    North         East    Units  Estimated Accuracy
 AG0227;SPC FL W     -   384,300.      127,270.      MT  (+/- 180 meters Scaled)
 AG0227
 AG0227                          SUPERSEDED SURVEY CONTROL
 AG0227
 AG0227  NGVD 29 (??/??/92)   14.785  (m)           48.51   (f) ADJ UNCH    2 2
 AG0227
 AG0227.Superseded values are not recommended for survey control.
 AG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0227.See file dsdata.txt to determine how the superseded data were derived.
 AG0227
 AG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287762(NAD 83)
 AG0227_MARKER: DD = SURVEY DISK
 AG0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0227_SP_SET: OVERPASS
 AG0227_STAMPING: 376
 AG0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0227
 AG0227  HISTORY     - Date     Condition        Report By
 AG0227  HISTORY     - UNK      MONUMENTED       FLHD
 AG0227  HISTORY     - 1976     GOOD             NGS
 AG0227
 AG0227                          STATION DESCRIPTION
 AG0227
 AG0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0227'IN ST PETERSBURG.
 AG0227'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0227'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0227'NORTHWESTERLY ON S.R. 595 FOR 0.80 MILES TO THE S.W. CORNER OF
 AG0227'OVERPASS.  STATION ON LEFT, 33.3 FT. S.W. OF THE CENTERLINE OF S.R.
 AG0227'595, IN THE S.W. CORNER OF OVERPASS.  SET IN THE TOP OF CONCRETE
 AG0227'WINGWALL.  SECTION 7, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0228 ***********************************************************************
 AG0228  DESIGNATION -  377 FLHD
 AG0228  PID         -  AG0228
 AG0228  STATE/COUNTY-  FL/PINELLAS
 AG0228  USGS QUAD   -  ST PETERSBURG (1987)
 AG0228
 AG0228                         *CURRENT SURVEY CONTROL
 AG0228  ___________________________________________________________________
 AG0228* NAD 83(1986)-  27 48 01.     (N)    082 44 29.     (W)     SCALED    
 AG0228* NAVD 88     -         6.740  (meters)      22.11   (feet)  ADJUSTED  
 AG0228  ___________________________________________________________________
 AG0228  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0228  DYNAMIC HT  -           6.730 (meters)      22.08  (feet)  COMP
 AG0228  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AG0228
 AG0228  VERT ORDER  -  SECOND    CLASS II
 AG0228
 AG0228.The horizontal coordinates were scaled from a topographic map and have
 AG0228.an estimated accuracy of +/- 6 seconds.
 AG0228
 AG0228.The orthometric height was determined by differential leveling
 AG0228.and adjusted by the National Geodetic Survey in June 1991..
 AG0228
 AG0228.The geoid height was determined by GEOID03.
 AG0228
 AG0228.The dynamic height is computed by dividing the NAVD 88
 AG0228.geopotential number by the normal gravity value computed on the
 AG0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0228.degrees latitude (g = 980.6199 gals.).
 AG0228
 AG0228.The modeled gravity was interpolated from observed gravity values.
 AG0228
 AG0228;                    North         East    Units  Estimated Accuracy
 AG0228;SPC FL W     -   384,300.      126,950.      MT  (+/- 180 meters Scaled)
 AG0228
 AG0228                          SUPERSEDED SURVEY CONTROL
 AG0228
 AG0228  NGVD 29 (??/??/92)    7.008  (m)           22.99   (f) ADJ UNCH    2 2
 AG0228
 AG0228.Superseded values are not recommended for survey control.
 AG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0228.See file dsdata.txt to determine how the superseded data were derived.
 AG0228
 AG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL284762(NAD 83)
 AG0228_MARKER: DD = SURVEY DISK
 AG0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0228_SP_SET: INLET
 AG0228_STAMPING: 377
 AG0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0228
 AG0228  HISTORY     - Date     Condition        Report By
 AG0228  HISTORY     - UNK      MONUMENTED       FLHD
 AG0228  HISTORY     - 1976     GOOD             NGS
 AG0228
 AG0228                          STATION DESCRIPTION
 AG0228
 AG0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0228'IN ST PETERSBURG.
 AG0228'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0228'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0228'NORTHWESTERLY ON S.R. 595 FOR 1.10 MILES TO 75TH ST. N. ON THE LEFT.
 AG0228'STATION ON RIGHT, 44.0 FT. N.N.E. OF THE CENTERLINE OF S.R. 595, 69.0
 AG0228'FT. N.W. OF THE EXTENDED CENTERLINE OF 75TH ST. N.  SET IN THE TOP OF
 AG0228'A CONCRETE INLET.  SECTION 7, T 31, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0229 ***********************************************************************
 AG0229  DESIGNATION -  378 FLHD
 AG0229  PID         -  AG0229
 AG0229  STATE/COUNTY-  FL/PINELLAS
 AG0229  USGS QUAD   -  ST PETERSBURG (1987)
 AG0229
 AG0229                         *CURRENT SURVEY CONTROL
 AG0229  ___________________________________________________________________
 AG0229* NAD 83(1986)-  27 48 13.     (N)    082 44 47.     (W)     SCALED    
 AG0229* NAVD 88     -         6.322  (meters)      20.74   (feet)  ADJUSTED  
 AG0229  ___________________________________________________________________
 AG0229  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0229  DYNAMIC HT  -           6.312 (meters)      20.71  (feet)  COMP
 AG0229  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AG0229
 AG0229  VERT ORDER  -  SECOND    CLASS II
 AG0229
 AG0229.The horizontal coordinates were scaled from a topographic map and have
 AG0229.an estimated accuracy of +/- 6 seconds.
 AG0229
 AG0229.The orthometric height was determined by differential leveling
 AG0229.and adjusted by the National Geodetic Survey in June 1991..
 AG0229
 AG0229.The geoid height was determined by GEOID03.
 AG0229
 AG0229.The dynamic height is computed by dividing the NAVD 88
 AG0229.geopotential number by the normal gravity value computed on the
 AG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0229.degrees latitude (g = 980.6199 gals.).
 AG0229
 AG0229.The modeled gravity was interpolated from observed gravity values.
 AG0229
 AG0229;                    North         East    Units  Estimated Accuracy
 AG0229;SPC FL W     -   384,670.      126,450.      MT  (+/- 180 meters Scaled)
 AG0229
 AG0229                          SUPERSEDED SURVEY CONTROL
 AG0229
 AG0229  NGVD 29 (??/??/92)    6.589  (m)           21.62   (f) ADJ UNCH    2 2
 AG0229
 AG0229.Superseded values are not recommended for survey control.
 AG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0229.See file dsdata.txt to determine how the superseded data were derived.
 AG0229
 AG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL279766(NAD 83)
 AG0229_MARKER: DD = SURVEY DISK
 AG0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0229_SP_SET: INLET
 AG0229_STAMPING: 378
 AG0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0229
 AG0229  HISTORY     - Date     Condition        Report By
 AG0229  HISTORY     - UNK      MONUMENTED       FLHD
 AG0229  HISTORY     - 1976     GOOD             NGS
 AG0229
 AG0229                          STATION DESCRIPTION
 AG0229
 AG0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0229'IN ST PETERSBURG.
 AG0229'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0229'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0229'NORTHWESTERLY ON S.R. 595 FOR 1.45 MILES.  STATION ON RIGHT, 44.0 FT.
 AG0229'N.E. OF THE CENTERLINE OF S.R. 595, 49.7 FT. S.S.W. OF THE S.W. CORNER
 AG0229'1 STORY BRICK BUILDING (NORTHWEST COLLISION, 3577 TYRONE BLVD.), 9.7
 AG0229'FT. E.S.E. OF LIGHT POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE
 AG0229'INLET.  SECTION 12, T 31, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0230 ***********************************************************************
 AG0230  DESIGNATION -  379 FLHD
 AG0230  PID         -  AG0230
 AG0230  STATE/COUNTY-  FL/PINELLAS
 AG0230  USGS QUAD   -  ST PETERSBURG (1987)
 AG0230
 AG0230                         *CURRENT SURVEY CONTROL
 AG0230  ___________________________________________________________________
 AG0230* NAD 83(1986)-  27 48 19.     (N)    082 44 47.     (W)     SCALED    
 AG0230* NAVD 88     -         5.724  (meters)      18.78   (feet)  ADJUSTED  
 AG0230  ___________________________________________________________________
 AG0230  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0230  DYNAMIC HT  -           5.715 (meters)      18.75  (feet)  COMP
 AG0230  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AG0230
 AG0230  VERT ORDER  -  SECOND    CLASS II
 AG0230
 AG0230.The horizontal coordinates were scaled from a topographic map and have
 AG0230.an estimated accuracy of +/- 6 seconds.
 AG0230
 AG0230.The orthometric height was determined by differential leveling
 AG0230.and adjusted by the National Geodetic Survey in June 1991..
 AG0230
 AG0230.The geoid height was determined by GEOID03.
 AG0230
 AG0230.The dynamic height is computed by dividing the NAVD 88
 AG0230.geopotential number by the normal gravity value computed on the
 AG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0230.degrees latitude (g = 980.6199 gals.).
 AG0230
 AG0230.The modeled gravity was interpolated from observed gravity values.
 AG0230
 AG0230;                    North         East    Units  Estimated Accuracy
 AG0230;SPC FL W     -   384,860.      126,460.      MT  (+/- 180 meters Scaled)
 AG0230
 AG0230                          SUPERSEDED SURVEY CONTROL
 AG0230
 AG0230  NGVD 29 (??/??/92)    5.992  (m)           19.66   (f) ADJ UNCH    2 2
 AG0230
 AG0230.Superseded values are not recommended for survey control.
 AG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0230.See file dsdata.txt to determine how the superseded data were derived.
 AG0230
 AG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL279768(NAD 83)
 AG0230_MARKER: DD = SURVEY DISK
 AG0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0230_SP_SET: INLET
 AG0230_STAMPING: 379
 AG0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0230
 AG0230  HISTORY     - Date     Condition        Report By
 AG0230  HISTORY     - UNK      MONUMENTED       FLHD
 AG0230  HISTORY     - 1976     GOOD             NGS
 AG0230
 AG0230                          STATION DESCRIPTION
 AG0230
 AG0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0230'IN ST PETERSBURG.
 AG0230'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0230'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0230'NORTHWESTERLY ON S.R. 595 FOR 1.50 MILES.  STATION ON RIGHT, 74.0 FT.
 AG0230'N.E. OF THE CENTERLINE OF S.R. 595, 70.0 FT. EAST OF LIGHT POLE
 AG0230'(NUMBER 1-63879).  SET IN THE TOP OF A CONCRETE INLET OF SERVICE ROAD.
 AG0230'SECTION 12, T 31, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2409 ***********************************************************************
 AB2409  DESIGNATION -  3799 FCE
 AB2409  PID         -  AB2409
 AB2409  STATE/COUNTY-  FL/MONROE
 AB2409  USGS QUAD   -  FLAMINGO (1990)
 AB2409
 AB2409                         *CURRENT SURVEY CONTROL
 AB2409  ___________________________________________________________________
 AB2409* NAD 83(1986)-  25 08 29.     (N)    080 55 20.     (W)     SCALED    
 AB2409* NAVD 88     -         0.829  (meters)       2.72   (feet)  ADJUSTED  
 AB2409  ___________________________________________________________________
 AB2409  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB2409  DYNAMIC HT  -           0.827 (meters)       2.71  (feet)  COMP
 AB2409  MODELED GRAV-     978,988.1   (mgal)                       NAVD 88
 AB2409
 AB2409  VERT ORDER  -  FIRST     CLASS II
 AB2409
 AB2409.The horizontal coordinates were scaled from a topographic map and have
 AB2409.an estimated accuracy of +/- 6 seconds.
 AB2409
 AB2409.The orthometric height was determined by differential leveling
 AB2409.and adjusted by the National Geodetic Survey in April 1996..
 AB2409
 AB2409.The geoid height was determined by GEOID03.
 AB2409
 AB2409.The dynamic height is computed by dividing the NAVD 88
 AB2409.geopotential number by the normal gravity value computed on the
 AB2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2409.degrees latitude (g = 980.6199 gals.).
 AB2409
 AB2409.The modeled gravity was interpolated from observed gravity values.
 AB2409
 AB2409;                    North         East    Units  Estimated Accuracy
 AB2409;SPC FL E     -    89,510.      207,840.      MT  (+/- 180 meters Scaled)
 AB2409
 AB2409                          SUPERSEDED SURVEY CONTROL
 AB2409
 AB2409.No superseded survey control is available for this station.
 AB2409
 AB2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH078806(NAD 83)
 AB2409_MARKER: DD = SURVEY DISK
 AB2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2409_STAMPING: FCE 3799 JAX FLA 1974
 AB2409_MARK LOGO: USE   
 AB2409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2409+STABILITY: SURFACE MOTION
 AB2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2409+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1994
 AB2409
 AB2409  HISTORY     - Date     Condition        Report By
 AB2409  HISTORY     - 1974     MONUMENTED       USE
 AB2409  HISTORY     - 19941022 GOOD             FLDEP
 AB2409
 AB2409                          STATION DESCRIPTION
 AB2409
 AB2409'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2409'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2409'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2409'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2409'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2409'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2409'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2409'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2409'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2409'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2409'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2409'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2409'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2409'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2409'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2409'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2409'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2409'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2409'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2409'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2409'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2409'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2409'BUTTONWOOD CANAL, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR
 AB2409'0.35 MI (0.56 KM) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT, TURN
 AB2409'LEFT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO THE
 AB2409'JUNCTION OF A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD
 AB2409'AND GO SOUTH FOR 0.05 MI (0.08 KM) TO THE SECOND PAVED ROAD ON THE
 AB2409'LEFT, TO THE MARINA STORE, TURN LEFT ON THE PAVED ROAD AND GO EAST FOR
 AB2409'0.05 MI (0.08 KM) TO THE MARINA STORE AND THE MARK ON THE RIGHT, ABOUT
 AB2409'250.0 FT (76.2 M) SOUTH OF THE MARINA STORE, SET FLUSH WITH THE GROUND
 AB2409'AND LEVEL WITH THE PAVED ROAD. LOCATED 20.3 FT (6.2 M) SOUTH OF THE
 AB2409'NORTHWEST CORNER OF THE CONCRETE SEAWALL, 7.2 FT (2.2 M) NORTHWEST OF
 AB2409'A LIGHT POLE AND 6.6 FT (2.0 M) NORTHWEST OF THE SOUTHEAST CORNER OF
 AB2409'THE CONCRETE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6228 ***********************************************************************
 AK6228  DESIGNATION -  37B UMB TOWER 1964
 AK6228  PID         -  AK6228
 AK6228  STATE/COUNTY-  FL/BREVARD
 AK6228  USGS QUAD   -  FALSE CAPE (1984)
 AK6228
 AK6228                         *CURRENT SURVEY CONTROL
 AK6228  ___________________________________________________________________
 AK6228* NAD 83(1990)-  28 31 54.61854(N)    080 33 53.42561(W)     ADJUSTED  
 AK6228* NAVD 88     -        15.17   (+/-2cm)      49.8    (feet)  VERTCON   
 AK6228  ___________________________________________________________________
 AK6228  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AK6228  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK6228
 AK6228  HORZ ORDER  -  SECOND
 AK6228  VERT ORDER  -  THIRD ? (See Below)
 AK6228
 AK6228.The horizontal coordinates were established by classical geodetic methods
 AK6228.and adjusted by the National Geodetic Survey in May 1991..
 AK6228
 AK6228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6228.The vertical order pertains to the NGVD 29 superseded value.
 AK6228
 AK6228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6228
 AK6228.The geoid height was determined by GEOID03.
 AK6228
 AK6228;                    North         East     Units Scale Factor Converg.
 AK6228;SPC FL E     -   465,223.109   242,588.835   MT  0.99996355   +0 12 28.3
 AK6228;SPC FL E     - 1,526,319.48    795,893.54   sFT  0.99996355   +0 12 28.3
 AK6228;UTM  17      - 3,156,196.358   542,574.304   MT  0.99962237   +0 12 28.3
 AK6228
 AK6228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6228!SPC FL E     -   1.00000206  x   0.99996355  =   0.99996561
 AK6228!UTM  17      -   1.00000206  x   0.99962237  =   0.99962442
 AK6228
 AK6228                          SUPERSEDED SURVEY CONTROL
 AK6228
 AK6228  NAD 83(1986)-  28 31 54.62446(N)    080 33 53.43843(W) AD(       ) 2
 AK6228  NAD 27      -  28 31 53.63298(N)    080 33 54.26015(W) AD(       ) 2
 AK6228  NGVD 29 (07/19/86)   15.55   (m)           51.0    (f) LEVELING    3  
 AK6228
 AK6228.Superseded values are not recommended for survey control.
 AK6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6228.See file dsdata.txt to determine how the superseded data were derived.
 AK6228
 AK6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4257456196(NAD 83)
 AK6228_MARKER: 55 = TOWER
 AK6228
 AK6228  HISTORY     - Date     Condition        Report By
 AK6228  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6228
 AK6228                          STATION DESCRIPTION
 AK6228
 AK6228'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK6228'SEE STATION STAND 37B
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7214 ***********************************************************************
 AK7214  DESIGNATION -  38
 AK7214  PID         -  AK7214
 AK7214  STATE/COUNTY-  FL/ORANGE
 AK7214  USGS QUAD   -  ORLANDO EAST (1980)
 AK7214
 AK7214                         *CURRENT SURVEY CONTROL
 AK7214  ___________________________________________________________________
 AK7214* NAD 83(1986)-  28 34 04.     (N)    081 16 42.     (W)     SCALED    
 AK7214* NAVD 88     -        22.432  (meters)      73.60   (feet)  ADJUSTED  
 AK7214  ___________________________________________________________________
 AK7214  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AK7214  DYNAMIC HT  -          22.399 (meters)      73.49  (feet)  COMP
 AK7214  MODELED GRAV-     979,208.2   (mgal)                       NAVD 88
 AK7214
 AK7214  VERT ORDER  -  SECOND    CLASS I
 AK7214
 AK7214.The horizontal coordinates were scaled from a topographic map and have
 AK7214.an estimated accuracy of +/- 6 seconds.
 AK7214
 AK7214.The orthometric height was determined by differential leveling
 AK7214.and adjusted by the National Geodetic Survey in December 1995..
 AK7214
 AK7214.The geoid height was determined by GEOID03.
 AK7214
 AK7214.The dynamic height is computed by dividing the NAVD 88
 AK7214.geopotential number by the normal gravity value computed on the
 AK7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7214.degrees latitude (g = 980.6199 gals.).
 AK7214
 AK7214.The modeled gravity was interpolated from observed gravity values.
 AK7214
 AK7214;                    North         East    Units  Estimated Accuracy
 AK7214;SPC FL E     -   469,160.      172,770.      MT  (+/- 180 meters Scaled)
 AK7214
 AK7214                          SUPERSEDED SURVEY CONTROL
 AK7214
 AK7214.No superseded survey control is available for this station.
 AK7214
 AK7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM727601(NAD 83)
 AK7214_MARKER: DD = SURVEY DISK
 AK7214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7214_SP_SET: SQUARE CONCRETE MONUMENT
 AK7214_STAMPING: B.M. 38-ELEV. 74.78
 AK7214_MARK LOGO: FLDT  
 AK7214_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7214+STABILITY: SURFACE MOTION
 AK7214
 AK7214  HISTORY     - Date     Condition        Report By
 AK7214  HISTORY     - UNK      MONUMENTED       FLDT
 AK7214  HISTORY     - 19900502 GOOD             FL-095
 AK7214
 AK7214                          STATION DESCRIPTION
 AK7214
 AK7214'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7214'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISK ON
 AK7214'SOUTH SIDE OF SR 50, ABOUT 105 FT (32.0 M) SOUTH OF THE CENTER LINE
 AK7214'OF SR 50, ABOUT 360 FT (109.7 M) WEST OF THE CENTER LINE OF CHICKASAW
 AK7214'TRAIL, ABOUT 160 FT (48.8 M) EAST OF THE CENTER LINE OF CENTRAL PARK
 AK7214'AVENUE, ABOUT 0.10 MI (0.16 KM) WEST OF FLDT BM 39.  T22S, R30E,
 AK7214'SECTION 23.  (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7214'DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5331 ***********************************************************************
 AB5331  DESIGNATION -  38 ES
 AB5331  PID         -  AB5331
 AB5331  STATE/COUNTY-  FL/LAKE
 AB5331  USGS QUAD   -  CLERMONT WEST (1969)
 AB5331
 AB5331                         *CURRENT SURVEY CONTROL
 AB5331  ___________________________________________________________________
 AB5331* NAD 83(1986)-  28 36 44.     (N)    081 49 54.     (W)     SCALED    
 AB5331* NAVD 88     -        31.294  (meters)     102.67   (feet)  ADJUSTED  
 AB5331  ___________________________________________________________________
 AB5331  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AB5331  DYNAMIC HT  -          31.249 (meters)     102.52  (feet)  COMP
 AB5331  MODELED GRAV-     979,207.8   (mgal)                       NAVD 88
 AB5331
 AB5331  VERT ORDER  -  SECOND    CLASS I
 AB5331
 AB5331.The horizontal coordinates were scaled from a topographic map and have
 AB5331.an estimated accuracy of +/- 6 seconds.
 AB5331
 AB5331.The orthometric height was determined by differential leveling
 AB5331.and adjusted by the National Geodetic Survey in September 1996..
 AB5331
 AB5331.The geoid height was determined by GEOID03.
 AB5331
 AB5331.The dynamic height is computed by dividing the NAVD 88
 AB5331.geopotential number by the normal gravity value computed on the
 AB5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5331.degrees latitude (g = 980.6199 gals.).
 AB5331
 AB5331.The modeled gravity was interpolated from observed gravity values.
 AB5331
 AB5331;                    North         East    Units  Estimated Accuracy
 AB5331;SPC FL E     -   474,340.      118,670.      MT  (+/- 180 meters Scaled)
 AB5331
 AB5331                          SUPERSEDED SURVEY CONTROL
 AB5331
 AB5331.No superseded survey control is available for this station.
 AB5331
 AB5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM186653(NAD 83)
 AB5331_MARKER: DD = SURVEY DISK
 AB5331_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5331_STAMPING: 38 ES 1954
 AB5331_MARK LOGO: USGS  
 AB5331_PROJECTION: PROJECTING 5 CENTIMETERS
 AB5331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5331+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 AB5331
 AB5331  HISTORY     - Date     Condition        Report By
 AB5331  HISTORY     - 1954     MONUMENTED       USGS
 AB5331  HISTORY     - 19940927 GOOD             FLDEP
 AB5331  HISTORY     - 20020126 GOOD             USPSQD
 AB5331  HISTORY     - 20020624 GOOD             FLDEP
 AB5331
 AB5331                          STATION DESCRIPTION
 AB5331
 AB5331'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5331'THE MARK IS ABOUT 3.9 MI (6.3 KM) NORTH-NORTHEAST OF GROVELAND IN
 AB5331'SECTION 32, TOWNSHIP 21 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5331'THE JUNCTION OF STATE ROAD 50 (BROAD STREET) WESTBOUND LANES AND STATE
 AB5331'ROAD 19 NORTH (LAKE AVENUE-HOWEY ROAD) IN GROVELAND, GO NORTH ON STATE
 AB5331'ROAD 19 (LAKE AVENUE-HOWEY ROAD) FOR 3.9 MI (6.3 KM) TO THE JUNCTION
 AB5331'OF LAKE EMMA ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP
 AB5331'OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) SQUARE PREFABRICATED CONCRETE
 AB5331'POST RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 AB5331'(0.3 M) ABOVE THE LEVEL OF STATE ROAD 19, 97.0 FT (29.6 M)
 AB5331'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE EMMA ROAD, 56.7
 AB5331'FT (17.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19,
 AB5331'11.5 FT (3.5 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 AB5331'AND 1.2 FT (0.4 M) SOUTHEAST OF A METAL WITNESS POST.
 AB5331
 AB5331                          STATION RECOVERY (2002)
 AB5331
 AB5331'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 AB5331'RECOVERED IN GOOD CONDITION.
 AB5331
 AB5331                          STATION RECOVERY (2002)
 AB5331
 AB5331'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AB5331'RECOVERED IN GOOD CONDITION, NOT LEVELED TO THIS DATE.
 AB5331' 
 AB5331'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0241 ***********************************************************************
 AG0241  DESIGNATION -  380 FLHD
 AG0241  PID         -  AG0241
 AG0241  STATE/COUNTY-  FL/PINELLAS
 AG0241  USGS QUAD   -  SEMINOLE (1995)
 AG0241
 AG0241                         *CURRENT SURVEY CONTROL
 AG0241  ___________________________________________________________________
 AG0241* NAD 83(1986)-  27 48 31.     (N)    082 45 11.     (W)     SCALED    
 AG0241* NAVD 88     -         3.619  (meters)      11.87   (feet)  ADJUSTED  
 AG0241  ___________________________________________________________________
 AG0241  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0241  DYNAMIC HT  -           3.614 (meters)      11.86  (feet)  COMP
 AG0241  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AG0241
 AG0241  VERT ORDER  -  SECOND    CLASS II
 AG0241
 AG0241.The horizontal coordinates were scaled from a topographic map and have
 AG0241.an estimated accuracy of +/- 6 seconds.
 AG0241
 AG0241.The orthometric height was determined by differential leveling
 AG0241.and adjusted by the National Geodetic Survey in June 1991..
 AG0241
 AG0241.The geoid height was determined by GEOID03.
 AG0241
 AG0241.The dynamic height is computed by dividing the NAVD 88
 AG0241.geopotential number by the normal gravity value computed on the
 AG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0241.degrees latitude (g = 980.6199 gals.).
 AG0241
 AG0241.The modeled gravity was interpolated from observed gravity values.
 AG0241
 AG0241;                    North         East    Units  Estimated Accuracy
 AG0241;SPC FL W     -   385,230.      125,800.      MT  (+/- 180 meters Scaled)
 AG0241
 AG0241                          SUPERSEDED SURVEY CONTROL
 AG0241
 AG0241  NGVD 29 (??/??/92)    3.887  (m)           12.75   (f) ADJ UNCH    2 2
 AG0241
 AG0241.Superseded values are not recommended for survey control.
 AG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0241.See file dsdata.txt to determine how the superseded data were derived.
 AG0241
 AG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273772(NAD 83)
 AG0241_MARKER: DD = SURVEY DISK
 AG0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0241_SP_SET: CULVERT
 AG0241_STAMPING: 380
 AG0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0241
 AG0241  HISTORY     - Date     Condition        Report By
 AG0241  HISTORY     - UNK      MONUMENTED       FLHD
 AG0241  HISTORY     - 1976     GOOD             NGS
 AG0241  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0241
 AG0241                          STATION DESCRIPTION
 AG0241
 AG0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0241'IN ST PETERSBURG.
 AG0241'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0241'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0241'NORTHWESTERLY ON S.R. 595 FOR 1.90 MILES.  STATION ON RIGHT, 58.5 FT.
 AG0241'N.E. OF THE CENTERLINE OF S.R. 595, 33.0 FT. N.W. OF WOOD POWER POLE
 AG0241'(NUMBER 1A-44810), 81.6 FT. EAST OF CONCRETE DOUBLE LIGHT POLE (NO
 AG0241'NUMBER), 3.0 FT. S.E. OF THE CENTERLINE OF BOX CULVERT.  SET IN THE
 AG0241'TOP OF A CONCRETE BOX CULVERT.  SECTION 1, T 31, R 15.
 AG0241
 AG0241                          STATION RECOVERY (1990)
 AG0241
 AG0241'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2402 ***********************************************************************
 AB2402  DESIGNATION -  3803 FCE
 AB2402  PID         -  AB2402
 AB2402  STATE/COUNTY-  FL/MONROE
 AB2402  USGS QUAD   -  FLAMINGO (1990)
 AB2402
 AB2402                         *CURRENT SURVEY CONTROL
 AB2402  ___________________________________________________________________
 AB2402* NAD 83(1999)-  25 08 56.31174(N)    080 55 21.09337(W)     ADJUSTED  
 AB2402* NAVD 88     -         4.194  (meters)      13.76   (feet)  ADJUSTED  
 AB2402  ___________________________________________________________________
 AB2402  X           -     911,436.971 (meters)                     COMP
 AB2402  Y           -  -5,704,651.703 (meters)                     COMP
 AB2402  Z           -   2,694,013.859 (meters)                     COMP
 AB2402  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AB2402  ELLIP HEIGHT-         -18.74  (meters)          (12/12/02) GPS OBS
 AB2402  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB2402  DYNAMIC HT  -           4.187 (meters)      13.74  (feet)  COMP
 AB2402  MODELED GRAV-     978,988.6   (mgal)                       NAVD 88
 AB2402
 AB2402  HORZ ORDER  -  FIRST
 AB2402  VERT ORDER  -  FIRST     CLASS II
 AB2402  ELLP ORDER  -  FOURTH    CLASS I
 AB2402
 AB2402.The horizontal coordinates were established by GPS observations
 AB2402.and adjusted by the National Geodetic Survey in December 2002..
 AB2402
 AB2402.The orthometric height was determined by differential leveling
 AB2402.and adjusted by the National Geodetic Survey in April 1996..
 AB2402
 AB2402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2402
 AB2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2402
 AB2402.The ellipsoidal height was determined by GPS observations
 AB2402.and is referenced to NAD 83.
 AB2402
 AB2402.The geoid height was determined by GEOID03.
 AB2402
 AB2402.The dynamic height is computed by dividing the NAVD 88
 AB2402.geopotential number by the normal gravity value computed on the
 AB2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2402.degrees latitude (g = 980.6199 gals.).
 AB2402
 AB2402.The modeled gravity was interpolated from observed gravity values.
 AB2402
 AB2402;                    North         East     Units Scale Factor Converg.
 AB2402;SPC FL E     -    90,344.843   207,811.099   MT  0.99994193   +0 01 58.5
 AB2402;SPC FL E     -   296,406.37    681,793.58   sFT  0.99994193   +0 01 58.5
 AB2402;UTM  17      - 2,781,446.000   507,808.434   MT  0.99960075   +0 01 58.5
 AB2402
 AB2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2402!SPC FL E     -   1.00000294  x   0.99994193  =   0.99994487
 AB2402!UTM  17      -   1.00000294  x   0.99960075  =   0.99960369
 AB2402
 AB2402:                Primary Azimuth Mark                     Grid Az
 AB2402:SPC FL E     -  872 3644 TIDAL 1                         182 20 20.5
 AB2402:UTM  17      -  872 3644 TIDAL 1                         182 20 20.5
 AB2402
 AB2402|---------------------------------------------------------------------|
 AB2402| PID    Reference Object                     Distance      Geod. Az  |
 AB2402|                                                           dddmmss.s |
 AB2402| AB2404 872 3644 TIDAL 1                    APPROX. 0.6 KM 1822219.0 |
 AB2402|---------------------------------------------------------------------|
 AB2402
 AB2402                          SUPERSEDED SURVEY CONTROL
 AB2402
 AB2402  NAVD 88 (12/12/02)    4.19   (m)           13.7    (f) LEVELING    3  
 AB2402
 AB2402.Superseded values are not recommended for survey control.
 AB2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2402.See file dsdata.txt to determine how the superseded data were derived.
 AB2402
 AB2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0780881446(NAD 83)
 AB2402_MARKER: DD = SURVEY DISK
 AB2402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB2402_SP_SET: BRIDGE GUARDRAIL
 AB2402_STAMPING: FCE 3803 JAX FLA 1974
 AB2402_MARK LOGO: USE   
 AB2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2402+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2002
 AB2402
 AB2402  HISTORY     - Date     Condition        Report By
 AB2402  HISTORY     - 1974     MONUMENTED       USE
 AB2402  HISTORY     - 19941022 GOOD             FLDEP
 AB2402  HISTORY     - 20020524 GOOD             MAPTEC
 AB2402  HISTORY     - 20050515 GOOD             PB
 AB2402
 AB2402                          STATION DESCRIPTION
 AB2402
 AB2402'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2402'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2402'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2402'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2402'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2402'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2402'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2402'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2402'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2402'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2402'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2402'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2402'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2402'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2402'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2402'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2402'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2402'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2402'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2402'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2402'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2402'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2402'BUTTONWOOD CANAL AND THE MARK ON THE LEFT, SET ON THE TOP OF THE
 AB2402'WEST-SOUTHWEST END OF THE CONCRETE BRIDGE GUARDRAIL 2.5 FT (0.8 M)
 AB2402'ABOVE THE LEVEL OF PARK ROAD (STATE ROAD 27) . LOCATED 21.7 FT (6.6 M)
 AB2402'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE GUARDRAIL, 17.2 FT (5.2
 AB2402'M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF PARK ROAD (STATE ROAD
 AB2402'27) AND 0.8 FT (24.4 CM) NORTHEAST OF THE SOUTHWEST END OF THE
 AB2402'CONCRETE GUARDRAIL.
 AB2402
 AB2402                          STATION RECOVERY (2002)
 AB2402
 AB2402'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB2402'RECOVERED AS DESCRIBED.
 AB2402'
 AB2402
 AB2402                          STATION RECOVERY (2005)
 AB2402
 AB2402'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AB2402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0232 ***********************************************************************
 AG0232  DESIGNATION -  381 FLHD
 AG0232  PID         -  AG0232
 AG0232  STATE/COUNTY-  FL/PINELLAS
 AG0232  USGS QUAD   -  SEMINOLE (1995)
 AG0232
 AG0232                         *CURRENT SURVEY CONTROL
 AG0232  ___________________________________________________________________
 AG0232* NAD 83(1986)-  27 48 31.     (N)    082 45 11.     (W)     SCALED    
 AG0232* NAVD 88     -         3.777  (meters)      12.39   (feet)  ADJUSTED  
 AG0232  ___________________________________________________________________
 AG0232  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG0232  DYNAMIC HT  -           3.771 (meters)      12.37  (feet)  COMP
 AG0232  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AG0232
 AG0232  VERT ORDER  -  SECOND    CLASS II
 AG0232
 AG0232.The horizontal coordinates were scaled from a topographic map and have
 AG0232.an estimated accuracy of +/- 6 seconds.
 AG0232
 AG0232.The orthometric height was determined by differential leveling
 AG0232.and adjusted by the National Geodetic Survey in June 1991..
 AG0232
 AG0232.The geoid height was determined by GEOID03.
 AG0232
 AG0232.The dynamic height is computed by dividing the NAVD 88
 AG0232.geopotential number by the normal gravity value computed on the
 AG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0232.degrees latitude (g = 980.6199 gals.).
 AG0232
 AG0232.The modeled gravity was interpolated from observed gravity values.
 AG0232
 AG0232;                    North         East    Units  Estimated Accuracy
 AG0232;SPC FL W     -   385,230.      125,800.      MT  (+/- 180 meters Scaled)
 AG0232
 AG0232                          SUPERSEDED SURVEY CONTROL
 AG0232
 AG0232  NGVD 29 (??/??/92)    4.045  (m)           13.27   (f) ADJ UNCH    2 2
 AG0232
 AG0232.Superseded values are not recommended for survey control.
 AG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0232.See file dsdata.txt to determine how the superseded data were derived.
 AG0232
 AG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273772(NAD 83)
 AG0232_MARKER: DD = SURVEY DISK
 AG0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0232_SP_SET: INLET
 AG0232_STAMPING: 381
 AG0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0232
 AG0232  HISTORY     - Date     Condition        Report By
 AG0232  HISTORY     - UNK      MONUMENTED       FLHD
 AG0232  HISTORY     - 1976     GOOD             NGS
 AG0232  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0232
 AG0232                          STATION DESCRIPTION
 AG0232
 AG0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0232'IN ST PETERSBURG.
 AG0232'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0232'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0232'NORTHWESTERLY ON S.R. 595 FOR 1.95 MILES.  STATION ON RIGHT, 47.0 FT.
 AG0232'N.E. OF THE CENTERLINE S.R. 595, 4.0 FT. WEST OF WOOD TELEPHONE POLE
 AG0232'(NUMBER 4031).  SET IN THE TOP OF THE CONCRETE INLET.  SECTION 1, T
 AG0232'31, R 15.
 AG0232
 AG0232                          STATION RECOVERY (1990)
 AG0232
 AG0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0233 ***********************************************************************
 AG0233  DESIGNATION -  382 FLHD
 AG0233  PID         -  AG0233
 AG0233  STATE/COUNTY-  FL/PINELLAS
 AG0233  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0233
 AG0233                         *CURRENT SURVEY CONTROL
 AG0233  ___________________________________________________________________
 AG0233* NAD 83(1986)-  27 53 37.     (N)    082 40 05.     (W)     SCALED    
 AG0233* NAVD 88     -         1.587  (meters)       5.21   (feet)  ADJUSTED  
 AG0233  ___________________________________________________________________
 AG0233  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0233  DYNAMIC HT  -           1.585 (meters)       5.20  (feet)  COMP
 AG0233  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AG0233
 AG0233  VERT ORDER  -  SECOND    CLASS II
 AG0233
 AG0233.The horizontal coordinates were scaled from a topographic map and have
 AG0233.an estimated accuracy of +/- 6 seconds.
 AG0233
 AG0233.The orthometric height was determined by differential leveling
 AG0233.and adjusted by the National Geodetic Survey in June 1991..
 AG0233
 AG0233.The geoid height was determined by GEOID03.
 AG0233
 AG0233.The dynamic height is computed by dividing the NAVD 88
 AG0233.geopotential number by the normal gravity value computed on the
 AG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0233.degrees latitude (g = 980.6199 gals.).
 AG0233
 AG0233.The modeled gravity was interpolated from observed gravity values.
 AG0233
 AG0233;                    North         East    Units  Estimated Accuracy
 AG0233;SPC FL W     -   394,600.      134,230.      MT  (+/- 180 meters Scaled)
 AG0233
 AG0233                          SUPERSEDED SURVEY CONTROL
 AG0233
 AG0233  NGVD 29 (??/??/92)    1.850  (m)            6.07   (f) ADJ UNCH    2 2
 AG0233
 AG0233.Superseded values are not recommended for survey control.
 AG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0233.See file dsdata.txt to determine how the superseded data were derived.
 AG0233
 AG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL358865(NAD 83)
 AG0233_MARKER: DD = SURVEY DISK
 AG0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0233_SP_SET: HEADWALL
 AG0233_STAMPING: 382
 AG0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0233
 AG0233  HISTORY     - Date     Condition        Report By
 AG0233  HISTORY     - UNK      MONUMENTED       FLHD
 AG0233  HISTORY     - 1976     GOOD             NGS
 AG0233  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0233
 AG0233                          STATION DESCRIPTION
 AG0233
 AG0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0233'1 MI NW FROM ST PETERSBURG.
 AG0233'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0233'ULMERTON RD. (SR-688).  RUN EASTERLY ON SR-688 FOR 3.30 MILES. STATION
 AG0233'ON LEFT, 58.6 FT. NORTH OF THE CENTERLINE OF SR-688, 45.9 FT. W.N.W.
 AG0233'OF CONCRETE LIGHT POLE (NUMBER 1A-65859 R), 41.7 FT. SOUTH OF A WOODEN
 AG0233'POWER POLE (NUMBER 1-86057).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0233'SECTION 2, T 30, R 16.
 AG0233
 AG0233                          STATION RECOVERY (1999)
 AG0233
 AG0233'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0234 ***********************************************************************
 AG0234  DESIGNATION -  383 FLHD
 AG0234  PID         -  AG0234
 AG0234  STATE/COUNTY-  FL/PINELLAS
 AG0234  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0234
 AG0234                         *CURRENT SURVEY CONTROL
 AG0234  ___________________________________________________________________
 AG0234* NAD 83(1986)-  27 53 37.     (N)    082 40 17.     (W)     SCALED    
 AG0234* NAVD 88     -        10.021  (meters)      32.88   (feet)  ADJUSTED  
 AG0234  ___________________________________________________________________
 AG0234  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0234  DYNAMIC HT  -          10.007 (meters)      32.83  (feet)  COMP
 AG0234  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AG0234
 AG0234  VERT ORDER  -  SECOND    CLASS II
 AG0234
 AG0234.The horizontal coordinates were scaled from a topographic map and have
 AG0234.an estimated accuracy of +/- 6 seconds.
 AG0234
 AG0234.The orthometric height was determined by differential leveling
 AG0234.and adjusted by the National Geodetic Survey in June 1991..
 AG0234
 AG0234.The geoid height was determined by GEOID03.
 AG0234
 AG0234.The dynamic height is computed by dividing the NAVD 88
 AG0234.geopotential number by the normal gravity value computed on the
 AG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0234.degrees latitude (g = 980.6199 gals.).
 AG0234
 AG0234.The modeled gravity was interpolated from observed gravity values.
 AG0234
 AG0234;                    North         East    Units  Estimated Accuracy
 AG0234;SPC FL W     -   394,600.      133,900.      MT  (+/- 180 meters Scaled)
 AG0234
 AG0234                          SUPERSEDED SURVEY CONTROL
 AG0234
 AG0234  NGVD 29 (??/??/92)   10.284  (m)           33.74   (f) ADJ UNCH    2 2
 AG0234
 AG0234.Superseded values are not recommended for survey control.
 AG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0234.See file dsdata.txt to determine how the superseded data were derived.
 AG0234
 AG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL354865(NAD 83)
 AG0234_MARKER: DD = SURVEY DISK
 AG0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0234_SP_SET: OVERPASS
 AG0234_STAMPING: 383
 AG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0234
 AG0234  HISTORY     - Date     Condition        Report By
 AG0234  HISTORY     - UNK      MONUMENTED       FLHD
 AG0234  HISTORY     - 1976     GOOD             NGS
 AG0234  HISTORY     - 19991214 GOOD             USPSQD
 AG0234
 AG0234                          STATION DESCRIPTION
 AG0234
 AG0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0234'1 MI NW FROM ST PETERSBURG.
 AG0234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0234'ULMERTON RD. (SR-688).  RUN EASTERLY ON SR-688 FOR 3.05 MILES. STATION
 AG0234'ON RIGHT, S.E. CORNER OF OVERPASS.  SET IN THE TOP OF A CONCRETE WALL.
 AG0234'SECTION 2, T 30, R 16.
 AG0234
 AG0234                          STATION RECOVERY (1999)
 AG0234
 AG0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0235 ***********************************************************************
 AG0235  DESIGNATION -  384 FLHD
 AG0235  PID         -  AG0235
 AG0235  STATE/COUNTY-  FL/PINELLAS
 AG0235  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0235
 AG0235                         *CURRENT SURVEY CONTROL
 AG0235  ___________________________________________________________________
 AG0235* NAD 83(1986)-  27 53 37.     (N)    082 40 17.     (W)     SCALED    
 AG0235* NAVD 88     -         9.062  (meters)      29.73   (feet)  ADJUSTED  
 AG0235  ___________________________________________________________________
 AG0235  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0235  DYNAMIC HT  -           9.049 (meters)      29.69  (feet)  COMP
 AG0235  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AG0235
 AG0235  VERT ORDER  -  SECOND    CLASS II
 AG0235
 AG0235.The horizontal coordinates were scaled from a topographic map and have
 AG0235.an estimated accuracy of +/- 6 seconds.
 AG0235
 AG0235.The orthometric height was determined by differential leveling
 AG0235.and adjusted by the National Geodetic Survey in June 1991..
 AG0235
 AG0235.The geoid height was determined by GEOID03.
 AG0235
 AG0235.The dynamic height is computed by dividing the NAVD 88
 AG0235.geopotential number by the normal gravity value computed on the
 AG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0235.degrees latitude (g = 980.6199 gals.).
 AG0235
 AG0235.The modeled gravity was interpolated from observed gravity values.
 AG0235
 AG0235;                    North         East    Units  Estimated Accuracy
 AG0235;SPC FL W     -   394,600.      133,900.      MT  (+/- 180 meters Scaled)
 AG0235
 AG0235                          SUPERSEDED SURVEY CONTROL
 AG0235
 AG0235  NGVD 29 (??/??/92)    9.325  (m)           30.59   (f) ADJ UNCH    2 2
 AG0235
 AG0235.Superseded values are not recommended for survey control.
 AG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0235.See file dsdata.txt to determine how the superseded data were derived.
 AG0235
 AG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL354865(NAD 83)
 AG0235_MARKER: DD = SURVEY DISK
 AG0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0235_SP_SET: OVERPASS
 AG0235_STAMPING: 384
 AG0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0235
 AG0235  HISTORY     - Date     Condition        Report By
 AG0235  HISTORY     - UNK      MONUMENTED       FLHD
 AG0235  HISTORY     - 1976     GOOD             NGS
 AG0235  HISTORY     - 19991214 GOOD             USPSQD
 AG0235
 AG0235                          STATION DESCRIPTION
 AG0235
 AG0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0235'IN ST PETERSBURG.
 AG0235'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0235'ULMERTON RD. (SR-688).  RUN EASTERLY ON SR-688 FOR 3.05 MILES. STATION
 AG0235'ON LEFT, N.W. CORNER OF OVERPASS.  SET IN THE TOP OF THE CONCRETE
 AG0235'WALL.  SECTION 2, T 30, R 16.
 AG0235
 AG0235                          STATION RECOVERY (1999)
 AG0235
 AG0235'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0446 ***********************************************************************
 BD0446  DESIGNATION -  384 JWM
 BD0446  PID         -  BD0446
 BD0446  STATE/COUNTY-  FL/TAYLOR
 BD0446  USGS QUAD   -  SHADY GROVE (1993)
 BD0446
 BD0446                         *CURRENT SURVEY CONTROL
 BD0446  ___________________________________________________________________
 BD0446* NAD 83(1986)-  30 17 16.     (N)    083 38 00.     (W)     SCALED    
 BD0446* NAVD 88     -        26.131  (meters)      85.73   (feet)  ADJUSTED  
 BD0446  ___________________________________________________________________
 BD0446  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BD0446  DYNAMIC HT  -          26.097 (meters)      85.62  (feet)  COMP
 BD0446  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BD0446
 BD0446  VERT ORDER  -  FIRST     CLASS I
 BD0446
 BD0446.The horizontal coordinates were scaled from a topographic map and have
 BD0446.an estimated accuracy of +/- 6 seconds.
 BD0446
 BD0446.The orthometric height was determined by differential leveling
 BD0446.and adjusted by the National Geodetic Survey in June 1991..
 BD0446
 BD0446.The geoid height was determined by GEOID03.
 BD0446
 BD0446.The dynamic height is computed by dividing the NAVD 88
 BD0446.geopotential number by the normal gravity value computed on the
 BD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0446.degrees latitude (g = 980.6199 gals.).
 BD0446
 BD0446.The modeled gravity was interpolated from observed gravity values.
 BD0446
 BD0446;                    North         East    Units  Estimated Accuracy
 BD0446;SPC FL N     -   143,060.      683,370.      MT  (+/- 180 meters Scaled)
 BD0446
 BD0446                          SUPERSEDED SURVEY CONTROL
 BD0446
 BD0446.No superseded survey control is available for this station.
 BD0446
 BD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP467536(NAD 83)
 BD0446_MARKER: DD = SURVEY DISK
 BD0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0446_STAMPING: 384 JWM 1951 86FT
 BD0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0446+STABILITY: SURFACE MOTION
 BD0446
 BD0446  HISTORY     - Date     Condition        Report By
 BD0446  HISTORY     - 1951     MONUMENTED       USGS
 BD0446  HISTORY     - 1975     GOOD             NGS
 BD0446
 BD0446                          STATION DESCRIPTION
 BD0446
 BD0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD0446'12 MI N FROM PERRY.
 BD0446'12.0 MILES NORTH ALONG U.S. HIGHWAY 221 FROM THE TAYLOR COUNTY
 BD0446'COURTHOUSE AT PERRY, 0.15 MILE WEST AND ACROSS TRACKS FROM BM
 BD0446'V 184, 0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 221 AND
 BD0446'STATE ROAD S-14, 121.8 FEET WEST OF THE WEST RAIL OF SOUTH
 BD0446'GEORGIA RAILROAD, 40.9 FEET NORTH OF CENTER LINE OF STATE
 BD0446'HIGHWAY S-14, 10.2 FEET NORTHWEST OF A POWER POLE WITH ONE
 BD0446'TRANSFORMER, 106.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BD0446'A WHITE HOUSE, 8 INCHES SOUTH OF A METAL WITNESS POST, 1/2 FOOT
 BD0446'ABOVE STATE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BD0446'PROJECTING 2 INCHES ABOVE LEVEL OF GROUND.  THIS MARK CAN ALSO
 BD0446'BE REACHED BY GOING 13.20 MILES SOUTH ALONG U.S. HWY. 221 FROM
 BD0446'THE CROSSING OF THE SEABOARD COAST LINE RAILROAD AT GREENVILLE,
 BD0446'0.10 MILES WEST ALONG STATE HWY. S-14 TO THE MARK ON RIGHT.
 BD0446'SECTION 28, T2S, R7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0236 ***********************************************************************
 AG0236  DESIGNATION -  385 FLHD
 AG0236  PID         -  AG0236
 AG0236  STATE/COUNTY-  FL/PINELLAS
 AG0236  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0236
 AG0236                         *CURRENT SURVEY CONTROL
 AG0236  ___________________________________________________________________
 AG0236* NAD 83(1986)-  27 53 13.     (N)    082 38 47.     (W)     SCALED    
 AG0236* NAVD 88     -         1.494  (meters)       4.90   (feet)  ADJUSTED  
 AG0236  ___________________________________________________________________
 AG0236  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0236  DYNAMIC HT  -           1.492 (meters)       4.89  (feet)  COMP
 AG0236  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AG0236
 AG0236  VERT ORDER  -  SECOND    CLASS II
 AG0236
 AG0236.The horizontal coordinates were scaled from a topographic map and have
 AG0236.an estimated accuracy of +/- 6 seconds.
 AG0236
 AG0236.The orthometric height was determined by differential leveling
 AG0236.and adjusted by the National Geodetic Survey in June 1991..
 AG0236
 AG0236.The geoid height was determined by GEOID03.
 AG0236
 AG0236.The dynamic height is computed by dividing the NAVD 88
 AG0236.geopotential number by the normal gravity value computed on the
 AG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0236.degrees latitude (g = 980.6199 gals.).
 AG0236
 AG0236.The modeled gravity was interpolated from observed gravity values.
 AG0236
 AG0236;                    North         East    Units  Estimated Accuracy
 AG0236;SPC FL W     -   393,850.      136,360.      MT  (+/- 180 meters Scaled)
 AG0236
 AG0236                          SUPERSEDED SURVEY CONTROL
 AG0236
 AG0236  NGVD 29 (??/??/92)    1.757  (m)            5.76   (f) ADJ UNCH    2 2
 AG0236
 AG0236.Superseded values are not recommended for survey control.
 AG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0236.See file dsdata.txt to determine how the superseded data were derived.
 AG0236
 AG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379857(NAD 83)
 AG0236_MARKER: DD = SURVEY DISK
 AG0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0236_SP_SET: HEADWALL
 AG0236_STAMPING: 385
 AG0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0236+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2001
 AG0236
 AG0236  HISTORY     - Date     Condition        Report By
 AG0236  HISTORY     - UNK      MONUMENTED       FLHD
 AG0236  HISTORY     - 1976     GOOD             NGS
 AG0236  HISTORY     - 20010429 GOOD             USPSQD
 AG0236
 AG0236                          STATION DESCRIPTION
 AG0236
 AG0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0236'IN ST PETERSBURG.
 AG0236'TO REACH THE STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (SR-686)
 AG0236'AND 9TH ST. N. (SR.S-688).  RUN NORTHERLY ON 9TH ST. N. FOR 1.20
 AG0236'MILES.  STATION ON RIGHT, 27.2 FT. EAST OF THE CENTERLINE OF THE NORTH
 AG0236'BOUND LANE OF 9TH ST. N., 103.5 FT. N.N.E. OF CONCRETE LIGHT POLE (NO
 AG0236'NUMBER), 96.4 FT. S.E. OF METAL LIGHT POLE (NUMBER 171), 28.2 FT.
 AG0236'SOUTH OF THE NORTH END OF CONCRETE HEADWALL.  SET IN THE TOP OF THE
 AG0236'CONCRETE HEADWALL.  SECTION 7, T 30, R 16.
 AG0236
 AG0236                          STATION RECOVERY (2001)
 AG0236
 AG0236'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0237 ***********************************************************************
 AG0237  DESIGNATION -  386 FLHD
 AG0237  PID         -  AG0237
 AG0237  STATE/COUNTY-  FL/PINELLAS
 AG0237  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0237
 AG0237                         *CURRENT SURVEY CONTROL
 AG0237  ___________________________________________________________________
 AG0237* NAD 83(1986)-  27 53 25.     (N)    082 38 47.     (W)     SCALED    
 AG0237* NAVD 88     -         0.897  (meters)       2.94   (feet)  ADJUSTED  
 AG0237  ___________________________________________________________________
 AG0237  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0237  DYNAMIC HT  -           0.895 (meters)       2.94  (feet)  COMP
 AG0237  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AG0237
 AG0237  VERT ORDER  -  SECOND    CLASS II
 AG0237
 AG0237.The horizontal coordinates were scaled from a topographic map and have
 AG0237.an estimated accuracy of +/- 6 seconds.
 AG0237
 AG0237.The orthometric height was determined by differential leveling
 AG0237.and adjusted by the National Geodetic Survey in June 1991..
 AG0237
 AG0237.The geoid height was determined by GEOID03.
 AG0237
 AG0237.The dynamic height is computed by dividing the NAVD 88
 AG0237.geopotential number by the normal gravity value computed on the
 AG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0237.degrees latitude (g = 980.6199 gals.).
 AG0237
 AG0237.The modeled gravity was interpolated from observed gravity values.
 AG0237
 AG0237;                    North         East    Units  Estimated Accuracy
 AG0237;SPC FL W     -   394,220.      136,360.      MT  (+/- 180 meters Scaled)
 AG0237
 AG0237                          SUPERSEDED SURVEY CONTROL
 AG0237
 AG0237  NGVD 29 (??/??/92)    1.160  (m)            3.81   (f) ADJ UNCH    2 2
 AG0237
 AG0237.Superseded values are not recommended for survey control.
 AG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0237.See file dsdata.txt to determine how the superseded data were derived.
 AG0237
 AG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379861(NAD 83)
 AG0237_MARKER: DD = SURVEY DISK
 AG0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0237_SP_SET: HEADWALL
 AG0237_STAMPING: 386
 AG0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0237+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2001
 AG0237
 AG0237  HISTORY     - Date     Condition        Report By
 AG0237  HISTORY     - UNK      MONUMENTED       FLHD
 AG0237  HISTORY     - 1976     GOOD             NGS
 AG0237  HISTORY     - 20010429 GOOD             USPSQD
 AG0237
 AG0237                          STATION DESCRIPTION
 AG0237
 AG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0237'IN ST PETERSBURG.
 AG0237'TO REACH THE STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (SR-686)
 AG0237'AND 9TH ST. N. (SR. S-688).  RUN NORTHERLY ON 9TH ST. N. FOR 1.45
 AG0237'MILES.  STATION ON RIGHT, 77.0 FT. EAST OF THE CENTERLINE OF 9TH ST.
 AG0237'N., 106.4 FT. E.S.E. OF LIGHT POLE (NUMBER 161).  SET IN THE TOP OF A
 AG0237'CONCRETE HEADWALL.  SECTION 7, T 30, R 16.
 AG0237
 AG0237                          STATION RECOVERY (2001)
 AG0237
 AG0237'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0259 ***********************************************************************
 BG0259  DESIGNATION -  386 USE
 BG0259  PID         -  BG0259
 BG0259  STATE/COUNTY-  FL/SANTA ROSA
 BG0259  USGS QUAD   -  MILTON SOUTH (1987)
 BG0259
 BG0259                         *CURRENT SURVEY CONTROL
 BG0259  ___________________________________________________________________
 BG0259* NAD 83(1986)-  30 34 23.     (N)    087 04 43.     (W)     SCALED    
 BG0259* NAVD 88     -        20.629  (meters)      67.68   (feet)  ADJUSTED  
 BG0259  ___________________________________________________________________
 BG0259  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG0259  DYNAMIC HT  -          20.602 (meters)      67.59  (feet)  COMP
 BG0259  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BG0259
 BG0259  VERT ORDER  -  FIRST     CLASS I
 BG0259
 BG0259.The horizontal coordinates were scaled from a topographic map and have
 BG0259.an estimated accuracy of +/- 6 seconds.
 BG0259
 BG0259.The orthometric height was determined by differential leveling
 BG0259.and adjusted by the National Geodetic Survey in June 1991..
 BG0259
 BG0259.The geoid height was determined by GEOID03.
 BG0259
 BG0259.The dynamic height is computed by dividing the NAVD 88
 BG0259.geopotential number by the normal gravity value computed on the
 BG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0259.degrees latitude (g = 980.6199 gals.).
 BG0259
 BG0259.The modeled gravity was interpolated from observed gravity values.
 BG0259
 BG0259;                    North         East    Units  Estimated Accuracy
 BG0259;SPC FL N     -   177,170.      352,670.      MT  (+/- 180 meters Scaled)
 BG0259
 BG0259                          SUPERSEDED SURVEY CONTROL
 BG0259
 BG0259  NGVD 29 (??/??/??)   20.577  (m)           67.51   (f) ADJUSTED    1 1
 BG0259
 BG0259.Superseded values are not recommended for survey control.
 BG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0259.See file dsdata.txt to determine how the superseded data were derived.
 BG0259
 BG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU924822(NAD 83)
 BG0259_MARKER: DD = SURVEY DISK
 BG0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0259_STAMPING: NO 386 ELEV 116
 BG0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0259+STABILITY: SURFACE MOTION
 BG0259
 BG0259  HISTORY     - Date     Condition        Report By
 BG0259  HISTORY     - UNK      MONUMENTED       DOD
 BG0259  HISTORY     - 1968     GOOD             NGS
 BG0259
 BG0259                          STATION DESCRIPTION
 BG0259
 BG0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0259'4 MI SW FROM MILTON.
 BG0259'4.05 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0259'FROM THE STATION AT MILTON, 1.85 MILES NORTHEAST OF THE
 BG0259'CROSSING OF STATE HIGHWAY 281, 261.0 FEET NORTH NORTHEAST
 BG0259'OF AND ACROSS THE TRACKS FROM MILE POST 666, 53.5 FEET WEST
 BG0259'SOUTHWEST OF TELEPHONE POLE NO. 4750, 33.5 FEET NORTHWEST
 BG0259'OF THE NORTHWEST RAIL OF THE TRACKS, 1.0 FOOT SOUTHWEST OF A METAL
 BG0259'WITNESS POST, 4.5 FEET ABOVE THE LEVEL OF THE TRACKS, AND
 BG0259'SET IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES ABOVE THE
 BG0259'GROUND.  SEC 29, T 1N, R 28 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0238 ***********************************************************************
 AG0238  DESIGNATION -  387 FLHD
 AG0238  PID         -  AG0238
 AG0238  STATE/COUNTY-  FL/PINELLAS
 AG0238  USGS QUAD   -  ST PETERSBURG (1987)
 AG0238
 AG0238                         *CURRENT SURVEY CONTROL
 AG0238  ___________________________________________________________________
 AG0238* NAD 83(1986)-  27 51 25.     (N)    082 38 47.     (W)     SCALED    
 AG0238* NAVD 88     -         1.313  (meters)       4.31   (feet)  ADJUSTED  
 AG0238  ___________________________________________________________________
 AG0238  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG0238  DYNAMIC HT  -           1.311 (meters)       4.30  (feet)  COMP
 AG0238  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG0238
 AG0238  VERT ORDER  -  SECOND    CLASS II
 AG0238
 AG0238.The horizontal coordinates were scaled from a topographic map and have
 AG0238.an estimated accuracy of +/- 6 seconds.
 AG0238
 AG0238.The orthometric height was determined by differential leveling
 AG0238.and adjusted by the National Geodetic Survey in June 1991..
 AG0238
 AG0238.The geoid height was determined by GEOID03.
 AG0238
 AG0238.The dynamic height is computed by dividing the NAVD 88
 AG0238.geopotential number by the normal gravity value computed on the
 AG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0238.degrees latitude (g = 980.6199 gals.).
 AG0238
 AG0238.The modeled gravity was interpolated from observed gravity values.
 AG0238
 AG0238;                    North         East    Units  Estimated Accuracy
 AG0238;SPC FL W     -   390,530.      136,340.      MT  (+/- 180 meters Scaled)
 AG0238
 AG0238                          SUPERSEDED SURVEY CONTROL
 AG0238
 AG0238  NGVD 29 (??/??/92)    1.574  (m)            5.16   (f) ADJ UNCH    2 2
 AG0238
 AG0238.Superseded values are not recommended for survey control.
 AG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0238.See file dsdata.txt to determine how the superseded data were derived.
 AG0238
 AG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL378824(NAD 83)
 AG0238_MARKER: DD = SURVEY DISK
 AG0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0238_SP_SET: HEADWALL
 AG0238_STAMPING: 387
 AG0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0238
 AG0238  HISTORY     - Date     Condition        Report By
 AG0238  HISTORY     - UNK      MONUMENTED       FLHD
 AG0238  HISTORY     - 1976     GOOD             NGS
 AG0238  HISTORY     - 20030316 GOOD             USPSQD
 AG0238  HISTORY     - 20030316 MARK NOT FOUND   USPSQD
 AG0238
 AG0238                          STATION DESCRIPTION
 AG0238
 AG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0238'IN ST PETERSBURG.
 AG0238'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0238'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0238'MILES TO THE INTERSECTION OF S.R. 694.  RUN WESTERLY ON S.R. 694 FOR
 AG0238'0.40 MILES.  STATION ON LEFT, 46.5 FT. SOUTH OF THE CENTERLINE OF S.R.
 AG0238'694, 87.4 FT. W.N.W. OF A POWER POLE (NUMBER 101661).  SET IN THE TOP
 AG0238'OF A CONCRETE HEADWALL.  SECTION 19, T 30, R 17.
 AG0238
 AG0238                          STATION RECOVERY (2003)
 AG0238
 AG0238'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG0238'RECOVERED IN GOOD CONDITION.
 AG0238
 AG0238                          STATION RECOVERY (2003)
 AG0238
 AG0238'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG0238'ST PETERSBURG CITY ENGINEERING DEPT LISTS MARK AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0239 ***********************************************************************
 AG0239  DESIGNATION -  388 FLHD
 AG0239  PID         -  AG0239
 AG0239  STATE/COUNTY-  FL/PINELLAS
 AG0239  USGS QUAD   -  ST PETERSBURG (1987)
 AG0239
 AG0239                         *CURRENT SURVEY CONTROL
 AG0239  ___________________________________________________________________
 AG0239* NAD 83(1986)-  27 51 35.     (N)    082 38 47.     (W)     SCALED    
 AG0239* NAVD 88     -         1.504  (meters)       4.93   (feet)  ADJUSTED  
 AG0239  ___________________________________________________________________
 AG0239  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG0239  DYNAMIC HT  -           1.502 (meters)       4.93  (feet)  COMP
 AG0239  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AG0239
 AG0239  VERT ORDER  -  SECOND    CLASS II
 AG0239
 AG0239.The horizontal coordinates were scaled from a topographic map and have
 AG0239.an estimated accuracy of +/- 6 seconds.
 AG0239
 AG0239.The orthometric height was determined by differential leveling
 AG0239.and adjusted by the National Geodetic Survey in June 1991..
 AG0239
 AG0239.The geoid height was determined by GEOID03.
 AG0239
 AG0239.The dynamic height is computed by dividing the NAVD 88
 AG0239.geopotential number by the normal gravity value computed on the
 AG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0239.degrees latitude (g = 980.6199 gals.).
 AG0239
 AG0239.The modeled gravity was interpolated from observed gravity values.
 AG0239
 AG0239;                    North         East    Units  Estimated Accuracy
 AG0239;SPC FL W     -   390,830.      136,340.      MT  (+/- 180 meters Scaled)
 AG0239
 AG0239                          SUPERSEDED SURVEY CONTROL
 AG0239
 AG0239  NGVD 29 (??/??/92)    1.766  (m)            5.79   (f) ADJ UNCH    2 2
 AG0239
 AG0239.Superseded values are not recommended for survey control.
 AG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0239.See file dsdata.txt to determine how the superseded data were derived.
 AG0239
 AG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379827(NAD 83)
 AG0239_MARKER: DD = SURVEY DISK
 AG0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0239_SP_SET: HEADWALL
 AG0239_STAMPING: 388
 AG0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0239
 AG0239  HISTORY     - Date     Condition        Report By
 AG0239  HISTORY     - UNK      MONUMENTED       FLHD
 AG0239  HISTORY     - 1976     GOOD             NGS
 AG0239  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AG0239
 AG0239                          STATION DESCRIPTION
 AG0239
 AG0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0239'IN ST PETERSBURG.
 AG0239'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0239'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0239'MILES TO THE INTERSECTION OF S.R. 694.  TURN RIGHT AND RUN WESTERLY ON
 AG0239'S.R. 694 FOR 0.55 MILES TO THE INTERSECTION OF 9TH STREET (S.R. S-686)
 AG0239'TURN RIGHT ON 9TH STREET AND RUN NORTHERLY FOR 0.05 MILE. STATION ON
 AG0239'RIGHT, 54.0 FT. EAST OF THE CENTERLINE OF 9TH STREET, 119.5 FT. E.S.E.
 AG0239'OF A LIGHT POLE (NUMBER 70), 51.6 FT. SOUTH OF A LIGHT POLE (NUMBER
 AG0239'4).  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 19, T 30, R 17.
 AG0239
 AG0239                          STATION RECOVERY (2003)
 AG0239
 AG0239'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK)
 AG0239'CHECKED LATITUDE AND LONGITUDE AND FOUND IT TO BE TOTALLY
 AG0239'MISLEADING/THE AREA HAS BEEN TOTALLY REDESIGNED AND REFERENCE POINTS
 AG0239'IN THE DESCRIPTION NO LONGER DESCRIBE LOCATION OF MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0240 ***********************************************************************
 AG0240  DESIGNATION -  389 FLHD
 AG0240  PID         -  AG0240
 AG0240  STATE/COUNTY-  FL/PINELLAS
 AG0240  USGS QUAD   -  ST PETERSBURG (1987)
 AG0240
 AG0240                         *CURRENT SURVEY CONTROL
 AG0240  ___________________________________________________________________
 AG0240* NAD 83(1986)-  27 51 55.     (N)    082 38 47.     (W)     SCALED    
 AG0240* NAVD 88     -         1.414  (meters)       4.64   (feet)  ADJUSTED  
 AG0240  ___________________________________________________________________
 AG0240  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG0240  DYNAMIC HT  -           1.412 (meters)       4.63  (feet)  COMP
 AG0240  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG0240
 AG0240  VERT ORDER  -  SECOND    CLASS II
 AG0240
 AG0240.The horizontal coordinates were scaled from a topographic map and have
 AG0240.an estimated accuracy of +/- 6 seconds.
 AG0240
 AG0240.The orthometric height was determined by differential leveling
 AG0240.and adjusted by the National Geodetic Survey in June 1991..
 AG0240
 AG0240.The geoid height was determined by GEOID03.
 AG0240
 AG0240.The dynamic height is computed by dividing the NAVD 88
 AG0240.geopotential number by the normal gravity value computed on the
 AG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0240.degrees latitude (g = 980.6199 gals.).
 AG0240
 AG0240.The modeled gravity was interpolated from observed gravity values.
 AG0240
 AG0240;                    North         East    Units  Estimated Accuracy
 AG0240;SPC FL W     -   391,450.      136,340.      MT  (+/- 180 meters Scaled)
 AG0240
 AG0240                          SUPERSEDED SURVEY CONTROL
 AG0240
 AG0240  NGVD 29 (??/??/92)    1.675  (m)            5.50   (f) ADJ UNCH    2 2
 AG0240
 AG0240.Superseded values are not recommended for survey control.
 AG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0240.See file dsdata.txt to determine how the superseded data were derived.
 AG0240
 AG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379833(NAD 83)
 AG0240_MARKER: DD = SURVEY DISK
 AG0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0240_SP_SET: HEADWALL
 AG0240_STAMPING: 389
 AG0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0240+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 AG0240
 AG0240  HISTORY     - Date     Condition        Report By
 AG0240  HISTORY     - UNK      MONUMENTED       FLHD
 AG0240  HISTORY     - 1976     GOOD             NGS
 AG0240  HISTORY     - 20030226 GOOD             USPSQD
 AG0240
 AG0240                          STATION DESCRIPTION
 AG0240
 AG0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0240'IN ST PERTERSBURG.
 AG0240'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0240'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0240'MILES TO THE INTERSECTION OF S.R. 694.  RUN WESTERLY ON S.R. 694 FOR
 AG0240'0.55 MILES, TO THE INTERSECTION OF S.R. S-686 (9TH STREET).  TURN
 AG0240'RIGHT ON 9TH STREET AND RUN NORTHERLY FOR 0.50 MILES.  STATION ON
 AG0240'RIGHT, 60.5 FT. EAST OF THE CENTERLINE OF 9TH STREET, LOCATED ON THE
 AG0240'EXTENDED CENTERLINE OF 102ND AVE. N., 46.2 FT. W.N.W. OF A WOODEN
 AG0240'POWER POLE (NUMBER 1-78977).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0240'SECTION 19, T 30, R 17.
 AG0240
 AG0240                          STATION RECOVERY (2003)
 AG0240
 AG0240'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT)
 AG0240'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0240'AND S.R. 686 (ROOSEVELT BLVD.) RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0240'MISLEX TO THE INTERSECTION OF S.R. 694.  RUN WESTERLY ON S.R. 694 FOR
 AG0240'0.55 MILES, TO THE INTERSECTION OF S.R. S-686 (MARTIN LUTHER KING
 AG0240'STREET).  TURN RIGHT ON ML KING STREET AND RUN NORTHERLY FOR 0.1
 AG0240'MILES.
 AG0240'STATION ON RIGHT, 60.5 FT. EAST OF THE CENTERLINE OF ML KING STREET,
 AG0240'LOCATED ON THE EXTENDED CENTERLINE OF 102ND AVE. N., 46.8 FT.  NW (313
 AG0240'DEGREES) OF WOODEN POWER POLE (10187), 54.7 FT. SSW (208 DEGREES) FROM
 AG0240'FIRE HYDRANT (YELLOW AND GREEN).
 AG0240'SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0240' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7213 ***********************************************************************
 AK7213  DESIGNATION -  39
 AK7213  PID         -  AK7213
 AK7213  STATE/COUNTY-  FL/ORANGE
 AK7213  USGS QUAD   -  ORLANDO EAST (1980)
 AK7213
 AK7213                         *CURRENT SURVEY CONTROL
 AK7213  ___________________________________________________________________
 AK7213* NAD 83(1986)-  28 34 07.     (N)    081 16 22.     (W)     SCALED    
 AK7213* NAVD 88     -        22.967  (meters)      75.35   (feet)  ADJUSTED  
 AK7213  ___________________________________________________________________
 AK7213  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AK7213  DYNAMIC HT  -          22.934 (meters)      75.24  (feet)  COMP
 AK7213  MODELED GRAV-     979,208.2   (mgal)                       NAVD 88
 AK7213
 AK7213  VERT ORDER  -  SECOND    CLASS I
 AK7213
 AK7213.The horizontal coordinates were scaled from a topographic map and have
 AK7213.an estimated accuracy of +/- 6 seconds.
 AK7213
 AK7213.The orthometric height was determined by differential leveling
 AK7213.and adjusted by the National Geodetic Survey in December 1995..
 AK7213
 AK7213.The geoid height was determined by GEOID03.
 AK7213
 AK7213.The dynamic height is computed by dividing the NAVD 88
 AK7213.geopotential number by the normal gravity value computed on the
 AK7213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7213.degrees latitude (g = 980.6199 gals.).
 AK7213
 AK7213.The modeled gravity was interpolated from observed gravity values.
 AK7213
 AK7213;                    North         East    Units  Estimated Accuracy
 AK7213;SPC FL E     -   469,250.      173,310.      MT  (+/- 180 meters Scaled)
 AK7213
 AK7213                          SUPERSEDED SURVEY CONTROL
 AK7213
 AK7213.No superseded survey control is available for this station.
 AK7213
 AK7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM733602(NAD 83)
 AK7213_MARKER: DD = SURVEY DISK
 AK7213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7213_SP_SET: SQUARE CONCRETE MONUMENT
 AK7213_STAMPING: B.M. 39-ELEV. 76.55
 AK7213_MARK LOGO: FLDT  
 AK7213_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7213+STABILITY: SURFACE MOTION
 AK7213
 AK7213  HISTORY     - Date     Condition        Report By
 AK7213  HISTORY     - UNK      MONUMENTED       FLDT
 AK7213  HISTORY     - 19900502 GOOD             FL-095
 AK7213
 AK7213                          STATION DESCRIPTION
 AK7213
 AK7213'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7213'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISK ON
 AK7213'NORTH SIDE OF SR 50, ABOUT 65 FT (19.8 M) NORTH OF THE CENTER LINE OF
 AK7213'SR 50, ABOUT 50 FT (15.2 M) WEST OF THE CENTER LINE OF ANGELA DRIVE,
 AK7213'ABOUT 500 FT (152.4 M) EAST OF THE CENTER LINE OF CHICKASAW TRAIL,
 AK7213'ABOUT 0.10 MI (0.16 KM) WEST OF BM GIS 0163 AARON BELL.  T22S, R30E,
 AK7213'SECTION 13.  (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7213'DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8596 ***********************************************************************
 AJ8596  DESIGNATION -  39
 AJ8596  PID         -  AJ8596
 AJ8596  STATE/COUNTY-  FL/ST LUCIE
 AJ8596  USGS QUAD   -  NORTH OF BLUEFIELD (1970)
 AJ8596
 AJ8596                         *CURRENT SURVEY CONTROL
 AJ8596  ___________________________________________________________________
 AJ8596* NAD 83(1986)-  27 20 17.     (N)    080 32 46.     (W)     SCALED    
 AJ8596* NAVD 88     -         8.858  (meters)      29.06   (feet)  ADJUSTED  
 AJ8596  ___________________________________________________________________
 AJ8596  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AJ8596  DYNAMIC HT  -           8.844 (meters)      29.02  (feet)  COMP
 AJ8596  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 AJ8596
 AJ8596  VERT ORDER  -  FIRST     CLASS II
 AJ8596
 AJ8596.The horizontal coordinates were scaled from a topographic map and have
 AJ8596.an estimated accuracy of +/- 6 seconds.
 AJ8596
 AJ8596.The orthometric height was determined by differential leveling
 AJ8596.and adjusted by the National Geodetic Survey in May 2002..
 AJ8596
 AJ8596.The geoid height was determined by GEOID03.
 AJ8596
 AJ8596.The dynamic height is computed by dividing the NAVD 88
 AJ8596.geopotential number by the normal gravity value computed on the
 AJ8596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8596.degrees latitude (g = 980.6199 gals.).
 AJ8596
 AJ8596.The modeled gravity was interpolated from observed gravity values.
 AJ8596
 AJ8596;                    North         East    Units  Estimated Accuracy
 AJ8596;SPC FL E     -   332,940.      244,910.      MT  (+/- 180 meters Scaled)
 AJ8596
 AJ8596                          SUPERSEDED SURVEY CONTROL
 AJ8596
 AJ8596.No superseded survey control is available for this station.
 AJ8596
 AJ8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL448239(NAD 83)
 AJ8596_MARKER: DD = SURVEY DISK
 AJ8596_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8596_SP_SET: BRIDGE ABUTMENT
 AJ8596_STAMPING: BM 39 LINE A
 AJ8596_MARK LOGO: FL-111
 AJ8596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8596+STABILITY: SURFACE MOTION
 AJ8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8596+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001
 AJ8596
 AJ8596  HISTORY     - Date     Condition        Report By
 AJ8596  HISTORY     - 20010922 MONUMENTED       FL-111
 AJ8596  HISTORY     - 20010922 GOOD             FOST
 AJ8596
 AJ8596                          STATION DESCRIPTION
 AJ8596
 AJ8596'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8596'THE MONUMENT IS LOCATED 18.1 MILES (29.10 KM) NORTHEAST OF OKEECHOBEE,
 AJ8596'FL. AND 15.9 MILES (25.53 KM)
 AJ8596'SOUTHWEST OF FT. PIERCE, FL., SECTION 16, TOWNSHIP 36 SOUTH, RANGE 38
 AJ8596'EAST.
 AJ8596' 
 AJ8596'OWNERSHIP IS ST. LUCIE COUNTY RIGHT OF WAY
 AJ8596' 
 AJ8596'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND
 AJ8596'COUNTY ROAD 609A (SHINN
 AJ8596'ROAD), 10.5 MILES (16.96 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 1
 AJ8596'AND STATE ROAD 70 IN FT. PIERCE FL.,
 AJ8596'GO SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE
 AJ8596'INTERSECTION OF SHINN ROAD AND COUNTY
 AJ8596'ROAD 712 (MIDWAY ROAD), GO SOUTH (STRAIGHT) 2.55 MILES (4.10 KM) ON
 AJ8596'SCHINN ROAD TO JUNCTION OF
 AJ8596'SCHINN ROAD AND C-24 CANAL ROAD, JUST SOUTH OF BRIDGE NO. 940018.
 AJ8596'CONTINUE WEST ALONG C-24 CANAL
 AJ8596'ROAD ON THE SOUTH SIDE OF RIM DITCH 4.45 MILES (7.16 KM) TO THE
 AJ8596'INTERSECTION OF CARLTON ROAD AND
 AJ8596'C-24 CANAL ROAD. THE MONUMENT IS IN THE SOUTHEAST ABUTMENT OF THE
 AJ8596'BRIDGE (NO. 940019) CROSSING
 AJ8596'RIM DITCH. THE MONUMENT IS 2.05 MILES (3.30 KM) EAST OF THE POINT
 AJ8596'WHERE CANAL TURNS SOUTH. THE
 AJ8596'MONUMENT IS 5.0 MILES (8.05 KM) NORTH NORTHEAST OF THE WESTERLY END OF
 AJ8596'GERMAN CANAL ROAD.
 AJ8596' 
 AJ8596'THE MONUMENT IS 14.9 FEET (4.54 M) EAST OF THE CENTERLINE OF CARLTON
 AJ8596'ROAD, 49.0 FEET (14.94 M) NORTH
 AJ8596'OF THE CENTER OF C-24 CANAL ROAD, 7.8 FEET (2.38 M) NORTHWEST OF THE
 AJ8596'WEST POST OF A SIGN READING
 AJ8596'C-24 RIM DITCH SFLWMD PROTECTING OUR WATER RESOURCES, 5.3 FEET (1.62
 AJ8596'M) NORTH OF STATION BOB 1993
 AJ8596'AND 0.7 FEET (0.21 M) WEST OF METAL WITNESS POST.
 AJ8596'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1616 ***********************************************************************
 AR1616  DESIGNATION -  39 1 ATA
 AR1616  PID         -  AR1616
 AR1616  STATE/COUNTY-  FL/DIXIE
 AR1616  USGS QUAD   -  CROSS CITY SW (1993)
 AR1616
 AR1616                         *CURRENT SURVEY CONTROL
 AR1616  ___________________________________________________________________
 AR1616* NAD 83(1986)-  29 37 14.     (N)    083 07 57.     (W)     SCALED    
 AR1616* NAVD 88     -        11.607  (meters)      38.08   (feet)  ADJUSTED  
 AR1616  ___________________________________________________________________
 AR1616  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1616  DYNAMIC HT  -          11.591 (meters)      38.03  (feet)  COMP
 AR1616  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AR1616
 AR1616  VERT ORDER  -  SECOND    CLASS I
 AR1616
 AR1616.The horizontal coordinates were scaled from a topographic map and have
 AR1616.an estimated accuracy of +/- 6 seconds.
 AR1616
 AR1616.The orthometric height was determined by differential leveling
 AR1616.and adjusted by the National Geodetic Survey in June 1991..
 AR1616
 AR1616.The geoid height was determined by GEOID03.
 AR1616
 AR1616.The dynamic height is computed by dividing the NAVD 88
 AR1616.geopotential number by the normal gravity value computed on the
 AR1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1616.degrees latitude (g = 980.6199 gals.).
 AR1616
 AR1616.The modeled gravity was interpolated from observed gravity values.
 AR1616
 AR1616;                    North         East    Units  Estimated Accuracy
 AR1616;SPC FL N     -    69,580.      732,440.      MT  (+/- 180 meters Scaled)
 AR1616
 AR1616                          SUPERSEDED SURVEY CONTROL
 AR1616
 AR1616.No superseded survey control is available for this station.
 AR1616
 AR1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN935786(NAD 83)
 AR1616_MARKER: DB = BENCH MARK DISK
 AR1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1616_SP_SET: CONCRETE POST
 AR1616_STAMPING: 39 1 ATA 1951 TT
 AR1616_MARK LOGO: USGS  
 AR1616_PROJECTION: PROJECTING 10 CENTIMETERS
 AR1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1616+STABILITY: SURFACE MOTION
 AR1616
 AR1616  HISTORY     - Date     Condition        Report By
 AR1616  HISTORY     - 1951     MONUMENTED       USGS
 AR1616  HISTORY     - 1985     GOOD             FLDNR
 AR1616  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1616  HISTORY     - 19981112 GOOD             USPSQD
 AR1616
 AR1616                          STATION DESCRIPTION
 AR1616
 AR1616'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1616'1.2 MI SW FROM CROSS CITY.
 AR1616'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1616'1.2 MILES SOUTHWEST ON C-351 TO THE MARK.  THE MARK BEARS 54 FEET
 AR1616'SOUTHEAST OF THE CENTERLINE OF C-351, 77 FEET SOUTH-SOUTHWEST OF THE
 AR1616'CENTERLINE OF A PAVED ROAD, 9.7 FEET EAST OF A UTILITY POLE, AND 48.3
 AR1616'FEET NORTHWEST OF THE NORTH CORNER OF A WOOD FRAMED HOUSE.
 AR1616'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AR1616
 AR1616                          STATION RECOVERY (1994)
 AR1616
 AR1616'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1616'MARK NOT FOUND.
 AR1616
 AR1616                          STATION RECOVERY (1998)
 AR1616
 AR1616'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6739 ***********************************************************************
 DE6739  DESIGNATION -  39 A
 DE6739  PID         -  DE6739
 DE6739  STATE/COUNTY-  FL/VOLUSIA
 DE6739  USGS QUAD   -  LAKE DIAS (1993)
 DE6739
 DE6739                         *CURRENT SURVEY CONTROL
 DE6739  ___________________________________________________________________
 DE6739* NAD 83(1986)-  29 13 36.     (N)    081 18 39.     (W)     SCALED    
 DE6739* NAVD 88     -        11.696  (meters)      38.37   (feet)  ADJUSTED  
 DE6739  ___________________________________________________________________
 DE6739  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DE6739  DYNAMIC HT  -          11.680 (meters)      38.32  (feet)  COMP
 DE6739  MODELED GRAV-     979,256.9   (mgal)                       NAVD 88
 DE6739
 DE6739  VERT ORDER  -  SECOND    CLASS I
 DE6739
 DE6739.The horizontal coordinates were scaled from a topographic map and have
 DE6739.an estimated accuracy of +/- 6 seconds.
 DE6739
 DE6739.The orthometric height was determined by differential leveling
 DE6739.and adjusted by the National Geodetic Survey in May 2004..
 DE6739
 DE6739.The geoid height was determined by GEOID03.
 DE6739
 DE6739.The dynamic height is computed by dividing the NAVD 88
 DE6739.geopotential number by the normal gravity value computed on the
 DE6739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6739.degrees latitude (g = 980.6199 gals.).
 DE6739
 DE6739.The modeled gravity was interpolated from observed gravity values.
 DE6739
 DE6739;                    North         East    Units  Estimated Accuracy
 DE6739;SPC FL E     -   542,190.      169,780.      MT  (+/- 180 meters Scaled)
 DE6739
 DE6739                          SUPERSEDED SURVEY CONTROL
 DE6739
 DE6739.No superseded survey control is available for this station.
 DE6739
 DE6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN697331(NAD 83)
 DE6739_MARKER: DD = SURVEY DISK
 DE6739_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6739_SP_SET: BRIDGE GUARDRAIL
 DE6739_STAMPING: 39-A 39.91
 DE6739_MARK LOGO: FLSRD 
 DE6739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6739+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1999
 DE6739
 DE6739  HISTORY     - Date     Condition        Report By
 DE6739  HISTORY     - UNK      MONUMENTED       FLSRD
 DE6739  HISTORY     - 19990128 GOOD             FLDEP
 DE6739  HISTORY     - 20060110 GOOD             USPSQD
 DE6739
 DE6739                          STATION DESCRIPTION
 DE6739
 DE6739'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6739'THE MARK IS ABOUT 15.4 MI (24.8 KM) SOUTHWEST OF ORMOND BEACH, 7.5 MI
 DE6739'(12.1 KM) NORTHEAST OF BARBERVILLE ON STATE ROAD 40 IN SECTION 4,
 DE6739'TOWNSHIP 15 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6739'INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 40 IN BARBERVILLE, GO
 DE6739'EASTERLY ON STATE ROAD 40 FOR 6.75 MI (10.86 KM) TO THE INTERSECTION
 DE6739'OF STATE ROAD 11, CONTINUE EAST ON STATE ROAD 40 FOR 0.65 MI (1.05 KM)
 DE6739'TO THE WEST END OF THE HAW CREEK BRIDGE AND THE MARK ON THE RIGHT, SET
 DE6739'IN THE TOP OF THE SOUTHWEST BRIDGE GUARDRAIL 3.8 FT (1.2 M) ABOVE THE
 DE6739'LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD
 DE6739'40. LOCATED 23.2 FT (7.1 M) SOUTH OF THE CENTERLINE OF STATE ROAD 40,
 DE6739'2.0 FT (0.6 M) SOUTH OF THE METAL GUARDRAIL AND 0.6 FT (18.3 CM) EAST
 DE6739'OF THE WEST END OF THE CONCRETE BRIDGE GUARDRAIL.
 DE6739
 DE6739                          STATION RECOVERY (2006)
 DE6739
 DE6739'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5284 ***********************************************************************
 AK5284  DESIGNATION -  39 A 1
 AK5284  PID         -  AK5284
 AK5284  STATE/COUNTY-  FL/BREVARD
 AK5284  USGS QUAD   -  FALSE CAPE (1984)
 AK5284
 AK5284                         *CURRENT SURVEY CONTROL
 AK5284  ___________________________________________________________________
 AK5284* NAD 83(1990)-  28 36 38.06022(N)    080 36 03.98792(W)     ADJUSTED  
 AK5284* NAVD 88     -         6.049  (meters)      19.85   (feet)  ADJUSTED  
 AK5284  ___________________________________________________________________
 AK5284  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AK5284  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK5284  DYNAMIC HT  -           6.040 (meters)      19.82  (feet)  COMP
 AK5284  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 AK5284
 AK5284  HORZ ORDER  -  SECOND
 AK5284  VERT ORDER  -  FIRST     CLASS II
 AK5284
 AK5284.The horizontal coordinates were established by classical geodetic methods
 AK5284.and adjusted by the National Geodetic Survey in May 1991..
 AK5284
 AK5284.The orthometric height was determined by differential leveling
 AK5284.and adjusted by the National Geodetic Survey in June 1991..
 AK5284
 AK5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5284
 AK5284.The geoid height was determined by GEOID03.
 AK5284
 AK5284.The dynamic height is computed by dividing the NAVD 88
 AK5284.geopotential number by the normal gravity value computed on the
 AK5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5284.degrees latitude (g = 980.6199 gals.).
 AK5284
 AK5284.The modeled gravity was interpolated from observed gravity values.
 AK5284
 AK5284;                    North         East     Units Scale Factor Converg.
 AK5284;SPC FL E     -   473,936.337   239,010.287   MT  0.99995995   +0 11 27.6
 AK5284;SPC FL E     - 1,554,906.13    784,152.92   sFT  0.99995995   +0 11 27.6
 AK5284;UTM  17      - 3,164,906.614   538,996.977   MT  0.99961877   +0 11 27.6
 AK5284
 AK5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5284!SPC FL E     -   1.00000348  x   0.99995995  =   0.99996343
 AK5284!UTM  17      -   1.00000348  x   0.99961877  =   0.99962225
 AK5284
 AK5284|---------------------------------------------------------------------|
 AK5284| PID    Reference Object                     Distance      Geod. Az  |
 AK5284|                                                           dddmmss.s |
 AK5284| AK6244 SWAY CAMERA 39A1                      5.318 METERS 08752     |
 AK5284| AK1142 CZR 39 A 1                           13.530 METERS 10804     |
 AK5284| AK6205 39A 1 REF 4                          29.978 METERS 12604     |
 AK5284| AK6241 39 A2 1966                          261.017 METERS 15721     |
 AK5284| AK5285 39 A 3                              APPROX. 0.6 KM 1895106.0 |
 AK5284| AK1155 THIRTY NINE A                       444.883 METERS 2202611.4 |
 AK5284| AK6235 ODOP 1.39.1 1967                    378.409 METERS 22540     |
 AK5284| AK6240 39A NE TARGET                       387.898 METERS 22903     |
 AK5284| AK6207 39A 1 REF 3                          30.010 METERS 33705     |
 AK5284|---------------------------------------------------------------------|
 AK5284
 AK5284                          SUPERSEDED SURVEY CONTROL
 AK5284
 AK5284  NAD 83(1986)-  28 36 38.06625(N)    080 36 04.00085(W) AD(       ) 2
 AK5284  NAD 27      -  28 36 37.08636(N)    080 36 04.82636(W) AD(       ) 2
 AK5284  NGVD 29 (??/??/92)    6.43   (m)           21.1    (f) COMPUTED    1 2
 AK5284
 AK5284.Superseded values are not recommended for survey control.
 AK5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5284.See file dsdata.txt to determine how the superseded data were derived.
 AK5284
 AK5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3899764907(NAD 83)
 AK5284_MARKER: DS = TRIANGULATION STATION DISK
 AK5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5284+STABILITY: SURFACE MOTION
 AK5284
 AK5284  HISTORY     - Date     Condition        Report By
 AK5284  HISTORY     - 1966     MONUMENTED       CGS
 AK5284  HISTORY     - 19980410 MARK NOT FOUND   USPSQD
 AK5284
 AK5284                          STATION DESCRIPTION
 AK5284
 AK5284'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK5284'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK5284'ROAD WESTERLY AROUND COMPLEX FOR 1.05 MILES TO ROAD LEADING TO
 AK5284'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK5284'AND MARK AS DESCRIBED.  STAMPED 39 A-1 1966.
 AK5284'
 AK5284'SET IN 10X10 INCH CONCRETE POST, PROJECTING 3 INCHES AND IS 10
 AK5284'FEET SOUTHWEST OF A CONCRETE POST AND 9 FEET WEST OF THE
 AK5284'WEST EDGE OF THE DRIVE.
 AK5284'
 AK5284'TRAVERSE CONNECTIONS WERE MADE TO CZR 39 A-1 AND SWAY CAMERA
 AK5284'39 A-1 DISTANCE AND DIRECTION SHOWN ABOVE.
 AK5284'
 AK5284'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK5284
 AK5284                          STATION RECOVERY (1998)
 AK5284
 AK5284'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK5284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1141 ***********************************************************************
 AK1141  DESIGNATION -  39 A 1 CAMERA
 AK1141  PID         -  AK1141
 AK1141  STATE/COUNTY-  FL/BREVARD
 AK1141  USGS QUAD   -  FALSE CAPE (1984)
 AK1141
 AK1141                         *CURRENT SURVEY CONTROL
 AK1141  ___________________________________________________________________
 AK1141* NAD 83(1986)-  28 36 38.     (N)    080 36 03.     (W)     SCALED    
 AK1141* NAVD 88     -         4.911  (meters)      16.11   (feet)  ADJUSTED  
 AK1141  ___________________________________________________________________
 AK1141  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK1141  DYNAMIC HT  -           4.904 (meters)      16.09  (feet)  COMP
 AK1141  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 AK1141
 AK1141  VERT ORDER  -  FIRST     CLASS II
 AK1141
 AK1141.The horizontal coordinates were scaled from a topographic map and have
 AK1141.an estimated accuracy of +/- 6 seconds.
 AK1141
 AK1141.The orthometric height was determined by differential leveling
 AK1141.and adjusted by the National Geodetic Survey in June 1991..
 AK1141
 AK1141.The geoid height was determined by GEOID03.
 AK1141
 AK1141.The dynamic height is computed by dividing the NAVD 88
 AK1141.geopotential number by the normal gravity value computed on the
 AK1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1141.degrees latitude (g = 980.6199 gals.).
 AK1141
 AK1141.The modeled gravity was interpolated from observed gravity values.
 AK1141
 AK1141;                    North         East    Units  Estimated Accuracy
 AK1141;SPC FL E     -   473,940.      239,040.      MT  (+/- 180 meters Scaled)
 AK1141
 AK1141                          SUPERSEDED SURVEY CONTROL
 AK1141
 AK1141  NGVD 29 (??/??/92)    5.29   (m)           17.4    (f) COMPUTED    1 2
 AK1141
 AK1141.Superseded values are not recommended for survey control.
 AK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1141.See file dsdata.txt to determine how the superseded data were derived.
 AK1141
 AK1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM390649(NAD 83)
 AK1141_MARKER: DS = TRIANGULATION STATION DISK
 AK1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1141_STAMPING: 39 A-1 1966
 AK1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1141+STABILITY: SURFACE MOTION
 AK1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK1141+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AK1141
 AK1141  HISTORY     - Date     Condition        Report By
 AK1141  HISTORY     - 1966     MONUMENTED       CGS
 AK1141  HISTORY     - 1967     GOOD             NGS
 AK1141  HISTORY     - 19980410 MARK NOT FOUND   USPSQD
 AK1141  HISTORY     - 20050208 GOOD             NASA
 AK1141
 AK1141                          STATION DESCRIPTION
 AK1141
 AK1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AK1141'AT KENNEDY SPACE CENTER.
 AK1141'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK1141'ROAD WESTERLY AROUND COMPLEX FOR 1.05 MILES TO ROAD LEADING TO
 AK1141'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK1141'AND MARK AS DESCRIBED.  SET IN 10 X 10 INCH CONCRETE POST,
 AK1141'PROJECTING 3 INCHES AND IS 10 FEET SOUTHWEST OF A CONCRETE POST
 AK1141'AND 9 FEET WEST OF THE WEST EDGE OF THE DRIVE.
 AK1141
 AK1141                          STATION RECOVERY (1998)
 AK1141
 AK1141'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1141'MARK NOT FOUND.
 AK1141
 AK1141                          STATION RECOVERY (2005)
 AK1141
 AK1141'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005
 AK1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5285 ***********************************************************************
 AK5285  DESIGNATION -  39 A 3
 AK5285  PID         -  AK5285
 AK5285  STATE/COUNTY-  FL/BREVARD
 AK5285  USGS QUAD   -  FALSE CAPE (1984)
 AK5285
 AK5285                         *CURRENT SURVEY CONTROL
 AK5285  ___________________________________________________________________
 AK5285* NAD 83(1990)-  28 36 18.42722(N)    080 36 07.85131(W)     ADJUSTED  
 AK5285* NAVD 88     -         6.136  (meters)      20.13   (feet)  ADJUSTED  
 AK5285  ___________________________________________________________________
 AK5285  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK5285  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK5285  DYNAMIC HT  -           6.128 (meters)      20.10  (feet)  COMP
 AK5285  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 AK5285
 AK5285  HORZ ORDER  -  SECOND
 AK5285  VERT ORDER  -  FIRST     CLASS II
 AK5285
 AK5285.The horizontal coordinates were established by classical geodetic methods
 AK5285.and adjusted by the National Geodetic Survey in May 1991..
 AK5285
 AK5285.The orthometric height was determined by differential leveling
 AK5285.and adjusted by the National Geodetic Survey in June 1991..
 AK5285
 AK5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5285
 AK5285.The geoid height was determined by GEOID03.
 AK5285
 AK5285.The dynamic height is computed by dividing the NAVD 88
 AK5285.geopotential number by the normal gravity value computed on the
 AK5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5285.degrees latitude (g = 980.6199 gals.).
 AK5285
 AK5285.The modeled gravity was interpolated from observed gravity values.
 AK5285
 AK5285;                    North         East     Units Scale Factor Converg.
 AK5285;SPC FL E     -   473,331.595   238,907.344   MT  0.99995985   +0 11 25.7
 AK5285;SPC FL E     - 1,552,922.07    783,815.18   sFT  0.99995985   +0 11 25.7
 AK5285;UTM  17      - 3,164,302.078   538,894.069   MT  0.99961867   +0 11 25.7
 AK5285
 AK5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5285!SPC FL E     -   1.00000347  x   0.99995985  =   0.99996332
 AK5285!UTM  17      -   1.00000347  x   0.99961867  =   0.99962214
 AK5285
 AK5285|---------------------------------------------------------------------|
 AK5285| PID    Reference Object                     Distance      Geod. Az  |
 AK5285|                                                           dddmmss.s |
 AK5285| AK6199 ODOP 1.39.5A                        133.661 METERS 01013     |
 AK5285| AK6241 39 A2 1966                          417.597 METERS 0292837.3 |
 AK5285| AK1171 MURPHY AZ                           434.866 METERS 2154518.5 |
 AK5285| AK1153 CZR 39 A 3                           16.199 METERS 22525     |
 AK5285| AK6234 SWAY CAMERA 39A3                      7.654 METERS 22820     |
 AK5285| AK1166 RAMP A                              186.099 METERS 26542     |
 AK5285| AK1165 SWAY CAMERA 39A4                    369.932 METERS 26908     |
 AK5285| AK1168 MURPHY RM 1                         208.998 METERS 29004     |
 AK5285| AK1155 THIRTY NINE A                       323.047 METERS 32522     |
 AK5285| AK6238 39A SW TARGET                       396.001 METERS 33112     |
 AK5285| AK6237 39A SE TARGET                       395.060 METERS 33127     |
 AK5285| AK6235 ODOP 1.39.1 1967                    378.173 METERS 33401     |
 AK5285| AK6201 ODOP 1.39.3A                        253.791 METERS 34053     |
 AK5285|---------------------------------------------------------------------|
 AK5285
 AK5285                          SUPERSEDED SURVEY CONTROL
 AK5285
 AK5285  NAD 83(1986)-  28 36 18.43351(N)    080 36 07.86420(W) AD(       ) 2
 AK5285  NAD 27      -  28 36 17.45267(N)    080 36 08.68945(W) AD(       ) 2
 AK5285  NGVD 29 (??/??/92)    6.52   (m)           21.4    (f) COMPUTED    1 2
 AK5285
 AK5285.Superseded values are not recommended for survey control.
 AK5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5285.See file dsdata.txt to determine how the superseded data were derived.
 AK5285
 AK5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3889464302(NAD 83)
 AK5285_MARKER: DS = TRIANGULATION STATION DISK
 AK5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5285+STABILITY: SURFACE MOTION
 AK5285
 AK5285  HISTORY     - Date     Condition        Report By
 AK5285  HISTORY     - 1966     MONUMENTED       CGS
 AK5285  HISTORY     - 19980413 GOOD             USPSQD
 AK5285
 AK5285                          STATION DESCRIPTION
 AK5285
 AK5285'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK5285'AT KENNEDY SPACE CENTER, SET IN THE CENTER OF A 10X10 INCH
 AK5285'CONCRETE POST.  IT IS 2 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 AK5285'THE BLACKTOPPED DRIVE AND 4 FEET EAST OF A 6 INCH CONCRETE
 AK5285'POST.  THE MARK IS FLUSH AND STAMPED 39 A-3.
 AK5285'
 AK5285'TO REACH FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW
 AK5285'PERIMETER ROAD WESTERLY AROUND COMPLEX FOR 1.45 MILES TO ROAD
 AK5285'LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO
 AK5285'TOP OF CAMERA PAD AND MARK AS DESCRIBED.
 AK5285'
 AK5285'TRAVERSE CONNECTIONS WERE MADE TO, RAMP, ODOP 1.39.3 A, ODOP
 AK5285'1.39.5 A, CZR 39 A-3 AND SWAY CAMERA 39 A-3 DISTANCE AND DIRECTION
 AK5285'SHOWN ABOVE.
 AK5285'
 AK5285'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK5285
 AK5285                          STATION RECOVERY (1998)
 AK5285
 AK5285'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK5285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1152 ***********************************************************************
 AK1152  DESIGNATION -  39 A 3 CAMERA
 AK1152  PID         -  AK1152
 AK1152  STATE/COUNTY-  FL/BREVARD
 AK1152  USGS QUAD   -  FALSE CAPE (1984)
 AK1152
 AK1152                         *CURRENT SURVEY CONTROL
 AK1152  ___________________________________________________________________
 AK1152* NAD 83(1986)-  28 36 18.     (N)    080 36 08.     (W)     SCALED    
 AK1152* NAVD 88     -         5.134  (meters)      16.84   (feet)  ADJUSTED  
 AK1152  ___________________________________________________________________
 AK1152  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK1152  DYNAMIC HT  -           5.127 (meters)      16.82  (feet)  COMP
 AK1152  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 AK1152
 AK1152  VERT ORDER  -  FIRST     CLASS II
 AK1152
 AK1152.The horizontal coordinates were scaled from a topographic map and have
 AK1152.an estimated accuracy of +/- 6 seconds.
 AK1152
 AK1152.The orthometric height was determined by differential leveling
 AK1152.and adjusted by the National Geodetic Survey in June 1991..
 AK1152
 AK1152.The geoid height was determined by GEOID03.
 AK1152
 AK1152.The dynamic height is computed by dividing the NAVD 88
 AK1152.geopotential number by the normal gravity value computed on the
 AK1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1152.degrees latitude (g = 980.6199 gals.).
 AK1152
 AK1152.The modeled gravity was interpolated from observed gravity values.
 AK1152
 AK1152;                    North         East    Units  Estimated Accuracy
 AK1152;SPC FL E     -   473,320.      238,900.      MT  (+/- 180 meters Scaled)
 AK1152
 AK1152                          SUPERSEDED SURVEY CONTROL
 AK1152
 AK1152  NGVD 29 (??/??/92)    5.52   (m)           18.1    (f) COMPUTED    1 2
 AK1152
 AK1152.Superseded values are not recommended for survey control.
 AK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1152.See file dsdata.txt to determine how the superseded data were derived.
 AK1152
 AK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM388642(NAD 83)
 AK1152_MARKER: DS = TRIANGULATION STATION DISK
 AK1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1152_STAMPING: 39 A-3 1966
 AK1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1152+STABILITY: SURFACE MOTION
 AK1152
 AK1152  HISTORY     - Date     Condition        Report By
 AK1152  HISTORY     - 1966     MONUMENTED       CGS
 AK1152  HISTORY     - 1967     GOOD             NGS
 AK1152  HISTORY     - 19980413 GOOD             USPSQD
 AK1152
 AK1152                          STATION DESCRIPTION
 AK1152
 AK1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AK1152'AT KENNEDY SPACE CENTER.
 AK1152'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK1152'ROAD WESTERLY AROUND COMPLEX FOR 1.45 MILES TO ROAD LEADING TO TOP
 AK1152'OF A CAMERA PAD, FOLLOW ROAD FOR 0.05 MILES TO TOP OF CAMERA
 AK1152'PAD AND MARK AS DESCRIBED.  DISK SET IN THE CENTER OF A 10 X 10
 AK1152'INCH CONCRETE POST SETTING FLUSH.  IT IS 2 FEET SOUTHEAST OF THE
 AK1152'NORTHWEST EDGE OF THE BLACKTOPPED DRIVE AND 4 FEET EAST OF A 6
 AK1152'INCH CONCRETE POST.
 AK1152
 AK1152                          STATION RECOVERY (1998)
 AK1152
 AK1152'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1133 ***********************************************************************
 AK1133  DESIGNATION -  39 A 4 USE
 AK1133  PID         -  AK1133
 AK1133  STATE/COUNTY-  FL/BREVARD
 AK1133  USGS QUAD   -  FALSE CAPE (1984)
 AK1133
 AK1133                         *CURRENT SURVEY CONTROL
 AK1133  ___________________________________________________________________
 AK1133* NAD 83(1986)-  28 36 41.     (N)    080 36 18.     (W)     SCALED    
 AK1133* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 AK1133  ___________________________________________________________________
 AK1133  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK1133  DYNAMIC HT  -           1.704 (meters)       5.59  (feet)  COMP
 AK1133  MODELED GRAV-     979,240.2   (mgal)                       NAVD 88
 AK1133
 AK1133  VERT ORDER  -  FIRST     CLASS II
 AK1133
 AK1133.The horizontal coordinates were scaled from a topographic map and have
 AK1133.an estimated accuracy of +/- 6 seconds.
 AK1133
 AK1133.The orthometric height was determined by differential leveling
 AK1133.and adjusted by the National Geodetic Survey in June 1991..
 AK1133
 AK1133.The geoid height was determined by GEOID03.
 AK1133
 AK1133.The dynamic height is computed by dividing the NAVD 88
 AK1133.geopotential number by the normal gravity value computed on the
 AK1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1133.degrees latitude (g = 980.6199 gals.).
 AK1133
 AK1133.The modeled gravity was interpolated from observed gravity values.
 AK1133
 AK1133;                    North         East    Units  Estimated Accuracy
 AK1133;SPC FL E     -   474,030.      238,630.      MT  (+/- 180 meters Scaled)
 AK1133
 AK1133                          SUPERSEDED SURVEY CONTROL
 AK1133
 AK1133  NGVD 29 (??/??/92)    2.09   (m)            6.9    (f) COMPUTED    1 2
 AK1133
 AK1133.Superseded values are not recommended for survey control.
 AK1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1133.See file dsdata.txt to determine how the superseded data were derived.
 AK1133
 AK1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM386649(NAD 83)
 AK1133_MARKER: Z = SEE DESCRIPTION
 AK1133_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AK1133+WITH SETTING: INTO GROUND
 AK1133_STAMPING: 39 A 4 11-20-63
 AK1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1133+STABILITY: SURFACE MOTION
 AK1133
 AK1133  HISTORY     - Date     Condition        Report By
 AK1133  HISTORY     - 1963     MONUMENTED       DOD
 AK1133  HISTORY     - 1966     GOOD             NGS
 AK1133
 AK1133                          STATION DESCRIPTION
 AK1133
 AK1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK1133'AT CAPE KENNEDY.
 AK1133'REACHED FROM THE ENTRANCE TO COMPLEX 39-A BY GOING RIGHT ON A
 AK1133'PERIMETER ROAD FOR 0.85 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 AK1133'THE MARK IS SET IN THE CENTER OF A 5 BY 5 FOOT WOODEN ENCLOSURE
 AK1133'94 FEET SOUTH OF THE CENTER LINE OF THE PERIMETER ROAD AND 125
 AK1133'FEET EAST OF A DRAINAGE DITCH.  THE MARK IS A BRASS DISK SET IN
 AK1133'THE TOP OF A 2 INCH PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1147 ***********************************************************************
 AK1147  DESIGNATION -  39 A 6
 AK1147  PID         -  AK1147
 AK1147  STATE/COUNTY-  FL/BREVARD
 AK1147  USGS QUAD   -  FALSE CAPE (1984)
 AK1147
 AK1147                         *CURRENT SURVEY CONTROL
 AK1147  ___________________________________________________________________
 AK1147* NAD 83(1986)-  28 36 30.     (N)    080 36 29.     (W)     SCALED    
 AK1147* NAVD 88     -         5.069  (meters)      16.63   (feet)  ADJUSTED  
 AK1147  ___________________________________________________________________
 AK1147  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK1147  DYNAMIC HT  -           5.062 (meters)      16.61  (feet)  COMP
 AK1147  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 AK1147
 AK1147  VERT ORDER  -  FIRST     CLASS II
 AK1147
 AK1147.The horizontal coordinates were scaled from a topographic map and have
 AK1147.an estimated accuracy of +/- 6 seconds.
 AK1147
 AK1147.The orthometric height was determined by differential leveling
 AK1147.and adjusted by the National Geodetic Survey in June 1991..
 AK1147
 AK1147.The geoid height was determined by GEOID03.
 AK1147
 AK1147.The dynamic height is computed by dividing the NAVD 88
 AK1147.geopotential number by the normal gravity value computed on the
 AK1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1147.degrees latitude (g = 980.6199 gals.).
 AK1147
 AK1147.The modeled gravity was interpolated from observed gravity values.
 AK1147
 AK1147;                    North         East    Units  Estimated Accuracy
 AK1147;SPC FL E     -   473,690.      238,330.      MT  (+/- 180 meters Scaled)
 AK1147
 AK1147                          SUPERSEDED SURVEY CONTROL
 AK1147
 AK1147  NGVD 29 (??/??/92)    5.453  (m)           17.89   (f) ADJ UNCH    1 2
 AK1147
 AK1147.Superseded values are not recommended for survey control.
 AK1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1147.See file dsdata.txt to determine how the superseded data were derived.
 AK1147
 AK1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM383646(NAD 83)
 AK1147_MARKER: DB = BENCH MARK DISK
 AK1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1147_STAMPING: 39 A-6 1966
 AK1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1147+STABILITY: SURFACE MOTION
 AK1147
 AK1147  HISTORY     - Date     Condition        Report By
 AK1147  HISTORY     - 1966     MONUMENTED       CGS
 AK1147  HISTORY     - 1967     GOOD             NGS
 AK1147  HISTORY     - 19980409 GOOD             USPSQD
 AK1147
 AK1147                          STATION DESCRIPTION
 AK1147
 AK1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AK1147'AT KENNEDY SPACE CENTER.
 AK1147'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39A, FOLLOW PERIMETER
 AK1147'ROAD WESTERLY A ROUND COMPLEX FOR 0.65 MILE TO ROAD LEADING TO
 AK1147'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA
 AK1147'PAD AND MARK AS DESCRIBED.  DISK SET IN THE CENTER OF A 10 X 10
 AK1147'INCH CONCRETE POST PROJECTING 3 INCHES.  IT IS 6 FEET WEST OF A
 AK1147'CONCRETE POST AND 2 FEET SOUTH OF THE SOUTH EDGE OF THE DRIVE.
 AK1147
 AK1147                          STATION RECOVERY (1998)
 AK1147
 AK1147'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6241 ***********************************************************************
 AK6241  DESIGNATION -  39 A2 1966
 AK6241  PID         -  AK6241
 AK6241  STATE/COUNTY-  FL/BREVARD
 AK6241  USGS QUAD   -  FALSE CAPE (1984)
 AK6241
 AK6241                         *CURRENT SURVEY CONTROL
 AK6241  ___________________________________________________________________
 AK6241* NAD 83(1990)-  28 36 30.23582(N)    080 36 00.28760(W)     ADJUSTED  
 AK6241* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AK6241  ___________________________________________________________________
 AK6241  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AK6241  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6241
 AK6241  HORZ ORDER  -  SECOND
 AK6241
 AK6241.The horizontal coordinates were established by classical geodetic methods
 AK6241.and adjusted by the National Geodetic Survey in May 1991..
 AK6241
 AK6241.The orthometric height was scaled from a topographic map.
 AK6241
 AK6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6241
 AK6241.The geoid height was determined by GEOID03.
 AK6241
 AK6241;                    North         East     Units Scale Factor Converg.
 AK6241;SPC FL E     -   473,695.802   239,111.615   MT  0.99996005   +0 11 29.4
 AK6241;SPC FL E     - 1,554,116.98    784,485.36   sFT  0.99996005   +0 11 29.4
 AK6241;UTM  17      - 3,164,666.161   539,098.270   MT  0.99961886   +0 11 29.4
 AK6241
 AK6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6241!SPC FL E     -   1.00000371  x   0.99996005  =   0.99996376
 AK6241!UTM  17      -   1.00000371  x   0.99961886  =   0.99962257
 AK6241
 AK6241|---------------------------------------------------------------------|
 AK6241| PID    Reference Object                     Distance      Geod. Az  |
 AK6241|                                                           dddmmss.s |
 AK6241| AK1144 CZR 39 A 2                           10.290 METERS 03614     |
 AK6241| AK5285 39 A 3                              417.597 METERS 2092841.0 |
 AK6241| AK1155 THIRTY NINE A                       401.169 METERS 2555401.8 |
 AK6241| AK5284 39 A 1                              261.017 METERS 33721     |
 AK6241|---------------------------------------------------------------------|
 AK6241
 AK6241                          SUPERSEDED SURVEY CONTROL
 AK6241
 AK6241  NAD 83(1986)-  28 36 30.24196(N)    080 36 00.30059(W) AD(       ) 2
 AK6241  NAD 27      -  28 36 29.26173(N)    080 36 01.12606(W) AD(       ) 2
 AK6241
 AK6241.Superseded values are not recommended for survey control.
 AK6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6241.See file dsdata.txt to determine how the superseded data were derived.
 AK6241
 AK6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3909864666(NAD 83)
 AK6241_MARKER: DS = TRIANGULATION STATION DISK
 AK6241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK6241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6241+STABILITY: SURFACE MOTION
 AK6241
 AK6241  HISTORY     - Date     Condition        Report By
 AK6241  HISTORY     - 1966     MONUMENTED       CGS
 AK6241  HISTORY     - 19980409 MARK NOT FOUND   USPSQD
 AK6241
 AK6241                          STATION DESCRIPTION
 AK6241
 AK6241'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK6241'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK6241'ROAD WESTERLY AROUND COMPLEX FOR 1.25 MILES TO ROAD LEADING TO
 AK6241'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK6241'AND MARK AS DESCRIBED.
 AK6241'
 AK6241'SET IN A 10X10 INCH CONCRETE POST PROJECTING 2 INCHES AND IT IS
 AK6241'STAMPED 39 A-2 1966.  IT IS 25 FEET NORTH OF A CONCRETE POST AND
 AK6241'5 FEET WEST OF THE WEST EDGE OF THE BLACKTOPPED DRIVE.
 AK6241'
 AK6241'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK6241
 AK6241                          STATION RECOVERY (1998)
 AK6241
 AK6241'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK6241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6203 ***********************************************************************
 AK6203  DESIGNATION -  39 A5 1967
 AK6203  PID         -  AK6203
 AK6203  STATE/COUNTY-  FL/BREVARD
 AK6203  USGS QUAD   -  FALSE CAPE (1984)
 AK6203
 AK6203                         *CURRENT SURVEY CONTROL
 AK6203  ___________________________________________________________________
 AK6203* NAD 83(1990)-  28 36 29.68660(N)    080 36 29.52207(W)     ADJUSTED  
 AK6203* NAVD 88     -         5.14   (+/-2cm)      16.9    (feet)  VERTCON   
 AK6203  ___________________________________________________________________
 AK6203  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AK6203  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK6203
 AK6203  HORZ ORDER  -  SECOND
 AK6203  VERT ORDER  -  THIRD ? (See Below)
 AK6203
 AK6203.The horizontal coordinates were established by classical geodetic methods
 AK6203.and adjusted by the National Geodetic Survey in May 1991..
 AK6203
 AK6203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6203.The vertical order pertains to the NGVD 29 superseded value.
 AK6203
 AK6203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6203
 AK6203.The geoid height was determined by GEOID03.
 AK6203
 AK6203;                    North         East     Units Scale Factor Converg.
 AK6203;SPC FL E     -   473,676.267   238,317.472   MT  0.99995929   +0 11 15.4
 AK6203;SPC FL E     - 1,554,052.89    781,879.91   sFT  0.99995929   +0 11 15.4
 AK6203;UTM  17      - 3,164,646.632   538,304.398   MT  0.99961811   +0 11 15.4
 AK6203
 AK6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6203!SPC FL E     -   1.00000362  x   0.99995929  =   0.99996291
 AK6203!UTM  17      -   1.00000362  x   0.99961811  =   0.99962173
 AK6203
 AK6203:                Primary Azimuth Mark                     Grid Az
 AK6203:SPC FL E     -  THIRTY NINE A                            101 05 36.1
 AK6203:UTM  17      -  THIRTY NINE A                            101 05 36.1
 AK6203
 AK6203|---------------------------------------------------------------------|
 AK6203| PID    Reference Object                     Distance      Geod. Az  |
 AK6203|                                                           dddmmss.s |
 AK6203| AK1155 THIRTY NINE A                       413.140 METERS 1011651.5 |
 AK6203| AK1166 RAMP A                              APPROX. 0.5 KM 1314820.4 |
 AK6203| AK1165 SWAY CAMERA 39A4                    414.699 METERS 1480837.2 |
 AK6203| AK1149 CZR 39 A 5                           27.989 METERS 35607     |
 AK6203|---------------------------------------------------------------------|
 AK6203
 AK6203                          SUPERSEDED SURVEY CONTROL
 AK6203
 AK6203  NAD 83(1986)-  28 36 29.69277(N)    080 36 29.53467(W) AD(       ) 2
 AK6203  NAD 27      -  28 36 28.71227(N)    080 36 30.35973(W) AD(       ) 2
 AK6203  NGVD 29 (07/19/86)    5.53   (m)           18.1    (f) LEVELING    3  
 AK6203
 AK6203.Superseded values are not recommended for survey control.
 AK6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6203.See file dsdata.txt to determine how the superseded data were derived.
 AK6203
 AK6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3830464647(NAD 83)
 AK6203_MARKER: DD = SURVEY DISK
 AK6203_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AK6203_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AK6203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6203
 AK6203  HISTORY     - Date     Condition        Report By
 AK6203  HISTORY     - 1967     MONUMENTED       CGS
 AK6203
 AK6203                          STATION DESCRIPTION
 AK6203
 AK6203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DWC)
 AK6203'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39A, ON CZR CAMERA
 AK6203'PAD NO.5, WHICH IS WEST OF THE LAUNCH PAD.  SET IN A DRILL HOLE IN
 AK6203'THE CONCRETE PAD AND STAMPED 39A-5 1967.
 AK6203'
 AK6203'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6242 ***********************************************************************
 AK6242  DESIGNATION -  39 A6 1966
 AK6242  PID         -  AK6242
 AK6242  STATE/COUNTY-  FL/BREVARD
 AK6242  USGS QUAD   -  FALSE CAPE (1984)
 AK6242
 AK6242                         *CURRENT SURVEY CONTROL
 AK6242  ___________________________________________________________________
 AK6242* NAD 83(1990)-  28 36 37.18529(N)    080 36 26.57765(W)     ADJUSTED  
 AK6242* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 AK6242  ___________________________________________________________________
 AK6242  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6242  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6242
 AK6242  HORZ ORDER  -  SECOND
 AK6242  VERT ORDER  -  THIRD ? (See Below)
 AK6242
 AK6242.The horizontal coordinates were established by classical geodetic methods
 AK6242.and adjusted by the National Geodetic Survey in May 1991..
 AK6242
 AK6242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6242.The vertical order pertains to the NGVD 29 superseded value.
 AK6242
 AK6242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6242
 AK6242.The geoid height was determined by GEOID03.
 AK6242
 AK6242;                    North         East     Units Scale Factor Converg.
 AK6242;SPC FL E     -   473,907.373   238,396.704   MT  0.99995936   +0 11 16.8
 AK6242;SPC FL E     - 1,554,811.11    782,139.85   sFT  0.99995936   +0 11 16.8
 AK6242;UTM  17      - 3,164,877.659   538,383.603   MT  0.99961818   +0 11 16.8
 AK6242
 AK6242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6242!SPC FL E     -   1.00000364  x   0.99995936  =   0.99996300
 AK6242!UTM  17      -   1.00000364  x   0.99961818  =   0.99962182
 AK6242
 AK6242|---------------------------------------------------------------------|
 AK6242| PID    Reference Object                     Distance      Geod. Az  |
 AK6242|                                                           dddmmss.s |
 AK6242| AK1146 CZR 39 A 6                            8.592 METERS 00327     |
 AK6242| AK6206 39A 6 REF 2                          29.976 METERS 02835     |
 AK6242| AK6243 SWAY CAMERA 39A6                     15.489 METERS 03037     |
 AK6242| AK5284 39 A 1                              APPROX. 0.6 KM 0872907.4 |
 AK6242| AK6239 39A NW TARGET                       390.351 METERS 12536     |
 AK6242| AK1165 SWAY CAMERA 39A4                    APPROX. 0.6 KM 1663611.0 |
 AK6242| AK6204 39A 6 REF 1                          29.960 METERS 26315     |
 AK6242|---------------------------------------------------------------------|
 AK6242
 AK6242                          SUPERSEDED SURVEY CONTROL
 AK6242
 AK6242  NAD 83(1986)-  28 36 37.19135(N)    080 36 26.59028(W) AD(       ) 2
 AK6242  NAD 27      -  28 36 36.21124(N)    080 36 27.41544(W) AD(       ) 2
 AK6242  NGVD 29 (07/19/86)    5.45   (m)           17.9    (f) LEVELING    3  
 AK6242
 AK6242.Superseded values are not recommended for survey control.
 AK6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6242.See file dsdata.txt to determine how the superseded data were derived.
 AK6242
 AK6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3838464878(NAD 83)
 AK6242_MARKER: DS = TRIANGULATION STATION DISK
 AK6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6242+STABILITY: SURFACE MOTION
 AK6242
 AK6242  HISTORY     - Date     Condition        Report By
 AK6242  HISTORY     - 1966     MONUMENTED       CGS
 AK6242  HISTORY     - 19980409 GOOD             USPSQD
 AK6242
 AK6242                          STATION DESCRIPTION
 AK6242
 AK6242'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK6242'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK6242'ROAD WESTERLY AROUND COMPLEX FOR 0.65 MILE TO ROAD LEADING TO TOP
 AK6242'OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK6242'AND MARK AS DESCRIBED.  IT IS STAMPED 39 A-6.
 AK6242'
 AK6242'DISK IS SET IN THE CENTER OF A 10X10 INCH CONCRETE POST PROJECTING
 AK6242'3 INCHES.  IT IS 6 FEET WEST OF A CONCRETE POST AND 2 FEET SOUTH OF
 AK6242'THE SOUTH EDGE OF THE DRIVE.
 AK6242'
 AK6242'TRAVERSE CONNECTIONS WERE MADE TO CZR 39 A-6 AND SWAY CAMERA 39
 AK6242'A-6 AND DISTANCE AND DIRECTION SHOWN ABOVE.
 AK6242'
 AK6242'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK6242
 AK6242                          STATION RECOVERY (1998)
 AK6242
 AK6242'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK6242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6740 ***********************************************************************
 DE6740  DESIGNATION -  39 B
 DE6740  PID         -  DE6740
 DE6740  STATE/COUNTY-  FL/VOLUSIA
 DE6740  USGS QUAD   -  LAKE DIAS (1993)
 DE6740
 DE6740                         *CURRENT SURVEY CONTROL
 DE6740  ___________________________________________________________________
 DE6740* NAD 83(1986)-  29 13 37.     (N)    081 18 38.     (W)     SCALED    
 DE6740* NAVD 88     -        11.712  (meters)      38.43   (feet)  ADJUSTED  
 DE6740  ___________________________________________________________________
 DE6740  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DE6740  DYNAMIC HT  -          11.695 (meters)      38.37  (feet)  COMP
 DE6740  MODELED GRAV-     979,256.9   (mgal)                       NAVD 88
 DE6740
 DE6740  VERT ORDER  -  SECOND    CLASS I
 DE6740
 DE6740.The horizontal coordinates were scaled from a topographic map and have
 DE6740.an estimated accuracy of +/- 6 seconds.
 DE6740
 DE6740.The orthometric height was determined by differential leveling
 DE6740.and adjusted by the National Geodetic Survey in May 2004..
 DE6740
 DE6740.The geoid height was determined by GEOID03.
 DE6740
 DE6740.The dynamic height is computed by dividing the NAVD 88
 DE6740.geopotential number by the normal gravity value computed on the
 DE6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6740.degrees latitude (g = 980.6199 gals.).
 DE6740
 DE6740.The modeled gravity was interpolated from observed gravity values.
 DE6740
 DE6740;                    North         East    Units  Estimated Accuracy
 DE6740;SPC FL E     -   542,220.      169,810.      MT  (+/- 180 meters Scaled)
 DE6740
 DE6740                          SUPERSEDED SURVEY CONTROL
 DE6740
 DE6740.No superseded survey control is available for this station.
 DE6740
 DE6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN698331(NAD 83)
 DE6740_MARKER: DD = SURVEY DISK
 DE6740_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6740_SP_SET: BRIDGE GUARDRAIL
 DE6740_STAMPING: 39-B 39.97
 DE6740_MARK LOGO: FLSRD 
 DE6740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6740+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1999
 DE6740
 DE6740  HISTORY     - Date     Condition        Report By
 DE6740  HISTORY     - UNK      MONUMENTED       FLSRD
 DE6740  HISTORY     - 19990128 GOOD             FLDEP
 DE6740  HISTORY     - 20060110 GOOD             USPSQD
 DE6740
 DE6740                          STATION DESCRIPTION
 DE6740
 DE6740'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6740'THE MARK IS ABOUT 15.4 MI (24.8 KM) SOUTHWEST OF ORMOND BEACH, 7.5 MI
 DE6740'(12.1 KM) NORTHEAST OF BARBERVILLE ON STATE ROAD 40 IN SECTION 4,
 DE6740'TOWNSHIP 15 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6740'INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 40 IN BARBERVILLE, GO
 DE6740'EASTERLY ON STATE ROAD 40 FOR 6.75 MI (10.86 KM) TO THE INTERSECTION
 DE6740'OF STATE ROAD 11, CONTINUE EAST ON STATE ROAD 40 FOR 0.7 MI (1.1 KM)
 DE6740'TO THE EAST END OF THE HAW CREEK BRIDGE AND THE MARK ON THE LEFT, SET
 DE6740'IN THE TOP OF THE NORTHEAST BRIDGE GUARDRAIL 3.8 FT (1.2 M) ABOVE THE
 DE6740'LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD
 DE6740'40. LOCATED 23.7 FT (7.2 M) NORTH OF THE CENTERLINE OF STATE ROAD 40,
 DE6740'2.0 FT (0.6 M) NORTH OF THE METAL GUARDRAIL AND 0.7 FT (21.3 CM) WEST
 DE6740'OF THE EAST END OF THE CONCRETE BRIDGE GUARDRAIL.
 DE6740
 DE6740                          STATION RECOVERY (2006)
 DE6740
 DE6740'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0888 ***********************************************************************
 AK0888  DESIGNATION -  39 B 1
 AK0888  PID         -  AK0888
 AK0888  STATE/COUNTY-  FL/BREVARD
 AK0888  USGS QUAD   -  WILSON (1979)
 AK0888
 AK0888                         *CURRENT SURVEY CONTROL
 AK0888  ___________________________________________________________________
 AK0888* NAD 83(1990)-  28 37 46.51284(N)    080 37 04.22320(W)     ADJUSTED  
 AK0888* NAVD 88     -         5.073  (meters)      16.64   (feet)  ADJUSTED  
 AK0888  ___________________________________________________________________
 AK0888  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AK0888  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK0888  DYNAMIC HT  -           5.066 (meters)      16.62  (feet)  COMP
 AK0888  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 AK0888
 AK0888  HORZ ORDER  -  SECOND
 AK0888  VERT ORDER  -  FIRST     CLASS II
 AK0888
 AK0888.The horizontal coordinates were established by classical geodetic methods
 AK0888.and adjusted by the National Geodetic Survey in May 1991..
 AK0888
 AK0888.The orthometric height was determined by differential leveling
 AK0888.and adjusted by the National Geodetic Survey in June 1991..
 AK0888
 AK0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK0888
 AK0888.The geoid height was determined by GEOID03.
 AK0888
 AK0888.The dynamic height is computed by dividing the NAVD 88
 AK0888.geopotential number by the normal gravity value computed on the
 AK0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0888.degrees latitude (g = 980.6199 gals.).
 AK0888
 AK0888.The modeled gravity was interpolated from observed gravity values.
 AK0888
 AK0888;                    North         East     Units Scale Factor Converg.
 AK0888;SPC FL E     -   476,038.279   237,367.207   MT  0.99995840   +0 10 59.2
 AK0888;SPC FL E     - 1,561,802.25    778,762.24   sFT  0.99995840   +0 10 59.2
 AK0888;UTM  17      - 3,167,007.838   537,354.457   MT  0.99961722   +0 10 59.2
 AK0888
 AK0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0888!SPC FL E     -   1.00000364  x   0.99995840  =   0.99996204
 AK0888!UTM  17      -   1.00000364  x   0.99961722  =   0.99962085
 AK0888
 AK0888|---------------------------------------------------------------------|
 AK0888| PID    Reference Object                     Distance      Geod. Az  |
 AK0888|                                                           dddmmss.s |
 AK0888| AK6122 CZR 39B 1 1967                       22.219 METERS 14504     |
 AK0888| AK0899 39 B 2                              286.926 METERS 15739     |
 AK0888| AK1118 39 B 3                              APPROX. 0.6 KM 1890606.1 |
 AK0888| AK0898 THIRTY NINE B                       458.041 METERS 2190936.4 |
 AK0888|---------------------------------------------------------------------|
 AK0888
 AK0888                          SUPERSEDED SURVEY CONTROL
 AK0888
 AK0888  NAD 83(1986)-  28 37 46.51853(N)    080 37 04.23618(W) AD(       ) 2
 AK0888  NAD 27      -  28 37 45.54125(N)    080 37 05.06144(W) AD(       ) 2
 AK0888  NGVD 29 (??/??/92)    5.456  (m)           17.90   (f) ADJ UNCH    1 2
 AK0888
 AK0888.Superseded values are not recommended for survey control.
 AK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0888.See file dsdata.txt to determine how the superseded data were derived.
 AK0888
 AK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3735467008(NAD 83)
 AK0888_MARKER: DB = BENCH MARK DISK
 AK0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0888_STAMPING: 39 B-1
 AK0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0888+STABILITY: SURFACE MOTION
 AK0888
 AK0888  HISTORY     - Date     Condition        Report By
 AK0888  HISTORY     - 1966     MONUMENTED       CGS
 AK0888  HISTORY     - 1966     GOOD             NGS
 AK0888
 AK0888                          STATION DESCRIPTION
 AK0888
 AK0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK0888'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B.  IT IS NORTHEAST
 AK0888'OF THE LAUNCH PAD NEAR CZR CAMERA PAD NO.1, 46 FEET EAST OF THE
 AK0888'NORTHWEST CORNER OF THE PAD, 27 FEET EAST OF THE WEST EDGE OF THE
 AK0888'PAD AND 4 FEET WEST OF THE NORTHEAST EDGE OF THE PAD.
 AK0888'
 AK0888'A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 10 INCH
 AK0888'CONCRETE POST AND STAMPED 39B-1 1966.
 AK0888'
 AK0888'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK0888
 AK0888                          STATION RECOVERY (1966)
 AK0888
 AK0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AK0888'AT CAPE KENNEDY.
 AK0888'FROM 39 B-6 CONTINUE NORTH AND EAST AROUND PERIMETER ROAD FOR
 AK0888'0.4 MILE TO ROAD LEADING TO TOP OF CAMERA PAD, FOLLOW ROAD FOR
 AK0888'0.05 MILE TO TOP OF CAMERA PAD AND MARK.  SET IN 10 X 10 INCH
 AK0888'CONCRETE POST, PROJECTS 1 INCH AND IS 4 FEET EAST OF EAST EDGE
 AK0888'OF BLACKTOP DRIVE.  IT IS 52 FEET NORTHEAST OF AN OPERATIONAL
 AK0888'TELEVISION DISTRIBUTOR BOX NO. 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0899 ***********************************************************************
 AK0899  DESIGNATION -  39 B 2
 AK0899  PID         -  AK0899
 AK0899  STATE/COUNTY-  FL/BREVARD
 AK0899  USGS QUAD   -  WILSON (1979)
 AK0899
 AK0899                         *CURRENT SURVEY CONTROL
 AK0899  ___________________________________________________________________
 AK0899* NAD 83(1990)-  28 37 37.89275(N)    080 37 00.20699(W)     ADJUSTED  
 AK0899* NAVD 88     -         5.177  (meters)      16.98   (feet)  ADJUSTED  
 AK0899  ___________________________________________________________________
 AK0899  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AK0899  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK0899  DYNAMIC HT  -           5.170 (meters)      16.96  (feet)  COMP
 AK0899  MODELED GRAV-     979,240.7   (mgal)                       NAVD 88
 AK0899
 AK0899  HORZ ORDER  -  SECOND
 AK0899  VERT ORDER  -  FIRST     CLASS II
 AK0899
 AK0899.The horizontal coordinates were established by classical geodetic methods
 AK0899.and adjusted by the National Geodetic Survey in May 1991..
 AK0899
 AK0899.The orthometric height was determined by differential leveling
 AK0899.and adjusted by the National Geodetic Survey in June 1991..
 AK0899
 AK0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK0899
 AK0899.The geoid height was determined by GEOID03.
 AK0899
 AK0899.The dynamic height is computed by dividing the NAVD 88
 AK0899.geopotential number by the normal gravity value computed on the
 AK0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0899.degrees latitude (g = 980.6199 gals.).
 AK0899
 AK0899.The modeled gravity was interpolated from observed gravity values.
 AK0899
 AK0899;                    North         East     Units Scale Factor Converg.
 AK0899;SPC FL E     -   475,773.262   237,477.142   MT  0.99995850   +0 11 01.1
 AK0899;SPC FL E     - 1,560,932.78    779,122.92   sFT  0.99995850   +0 11 01.1
 AK0899;UTM  17      - 3,166,742.912   537,464.355   MT  0.99961732   +0 11 01.1
 AK0899
 AK0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0899!SPC FL E     -   1.00000362  x   0.99995850  =   0.99996212
 AK0899!UTM  17      -   1.00000362  x   0.99961732  =   0.99962094
 AK0899
 AK0899:                Primary Azimuth Mark                     Grid Az
 AK0899:SPC FL E     -  39 B 3                                   210 02 27.7
 AK0899:UTM  17      -  39 B 3                                   210 02 27.7
 AK0899
 AK0899|---------------------------------------------------------------------|
 AK0899| PID    Reference Object                     Distance      Geod. Az  |
 AK0899|                                                           dddmmss.s |
 AK0899| AK1118 39 B 3                              415.410 METERS 2101328.8 |
 AK0899| AK1123 RAMP B                              APPROX. 0.5 KM 2272323.3 |
 AK0899| AK0898 THIRTY NINE B                       408.332 METERS 2571756.9 |
 AK0899| AK0888 39 B 1                              286.926 METERS 33739     |
 AK0899| AK6121 CZR 39B 2 1967                       18.854 METERS 35207     |
 AK0899|---------------------------------------------------------------------|
 AK0899
 AK0899                          SUPERSEDED SURVEY CONTROL
 AK0899
 AK0899  NAD 83(1986)-  28 37 37.89878(N)    080 37 00.22016(W) AD(       ) 2
 AK0899  NAD 27      -  28 37 36.92100(N)    080 37 01.04531(W) AD(       ) 2
 AK0899  NGVD 29 (??/??/92)    5.560  (m)           18.24   (f) ADJ UNCH    1 2
 AK0899
 AK0899.Superseded values are not recommended for survey control.
 AK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0899.See file dsdata.txt to determine how the superseded data were derived.
 AK0899
 AK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3746466743(NAD 83)
 AK0899_MARKER: DS = TRIANGULATION STATION DISK
 AK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0899_STAMPING: 39 B-2 1966
 AK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0899+STABILITY: SURFACE MOTION
 AK0899
 AK0899  HISTORY     - Date     Condition        Report By
 AK0899  HISTORY     - 1966     MONUMENTED       CGS
 AK0899  HISTORY     - 1967     GOOD             NGS
 AK0899
 AK0899                          STATION DESCRIPTION
 AK0899
 AK0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK0899'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B NEAR CZR CAMERA
 AK0899'PAD NO.2 WHICH IS EAST OF THE LAUNCH PAD.  IT IS 56 FEET SOUTHEAST
 AK0899'OF THE SOUTHEAST CORNER OF AN 8 X 10 PAD, 25 FEET EAST OF THE WEST
 AK0899'EDGE OF THE PAD AND 3 FEET EAST OF THE EAST EDGE.  A STANDARD
 AK0899'TRIANGULATION STATION DISK SET IN THE TOP OF A 12 INCH CONCRETE
 AK0899'POST AND IS STAMPED 39B-2 1966.
 AK0899'
 AK0899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK0899
 AK0899                          STATION RECOVERY (1967)
 AK0899
 AK0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AK0899'AT CAPE KENNEDY.
 AK0899'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39 B, FOLLOW THE
 AK0899'PERIMETER ROAD WESTERLY AROUND THE COMPLEX FOR 1.25 MILES TO A
 AK0899'ROAD LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR
 AK0899'0.05 MILE TO THE TOP OF THE PAD AND MARK AS DESCRIBED.  THE DISK
 AK0899'IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST AND FLUSH
 AK0899'WITH THE SURFACE.  IT IS 43 FEET SOUTHEAST OF TELEVISION
 AK0899'DISTRIBUTOR BOX NO. 22 AND 3 FEET EAST OF THE EAST EDGE OF A
 AK0899'BLACKTOPPED DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1118 ***********************************************************************
 AK1118  DESIGNATION -  39 B 3
 AK1118  PID         -  AK1118
 AK1118  STATE/COUNTY-  FL/BREVARD
 AK1118  USGS QUAD   -  FALSE CAPE (1984)
 AK1118
 AK1118                         *CURRENT SURVEY CONTROL
 AK1118  ___________________________________________________________________
 AK1118* NAD 83(1990)-  28 37 26.23356(N)    080 37 07.90526(W)     ADJUSTED  
 AK1118* NAVD 88     -         5.083  (meters)      16.68   (feet)  ADJUSTED  
 AK1118  ___________________________________________________________________
 AK1118  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AK1118  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK1118  DYNAMIC HT  -           5.076 (meters)      16.65  (feet)  COMP
 AK1118  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 AK1118
 AK1118  HORZ ORDER  -  SECOND
 AK1118  VERT ORDER  -  FIRST     CLASS II
 AK1118
 AK1118.The horizontal coordinates were established by classical geodetic methods
 AK1118.and adjusted by the National Geodetic Survey in May 1991..
 AK1118
 AK1118.The orthometric height was determined by differential leveling
 AK1118.and adjusted by the National Geodetic Survey in June 1991..
 AK1118
 AK1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK1118
 AK1118.The geoid height was determined by GEOID03.
 AK1118
 AK1118.The dynamic height is computed by dividing the NAVD 88
 AK1118.geopotential number by the normal gravity value computed on the
 AK1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1118.degrees latitude (g = 980.6199 gals.).
 AK1118
 AK1118.The modeled gravity was interpolated from observed gravity values.
 AK1118
 AK1118;                    North         East     Units Scale Factor Converg.
 AK1118;SPC FL E     -   475,413.671   237,269.188   MT  0.99995831   +0 10 57.3
 AK1118;SPC FL E     - 1,559,753.02    778,440.66   sFT  0.99995831   +0 10 57.3
 AK1118;UTM  17      - 3,166,383.443   537,256.472   MT  0.99961713   +0 10 57.3
 AK1118
 AK1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1118!SPC FL E     -   1.00000363  x   0.99995831  =   0.99996194
 AK1118!UTM  17      -   1.00000363  x   0.99961713  =   0.99962076
 AK1118
 AK1118|---------------------------------------------------------------------|
 AK1118| PID    Reference Object                     Distance      Geod. Az  |
 AK1118|                                                           dddmmss.s |
 AK1118| AK6213 ODOP 1.39.15 1966                   138.300 METERS 00753     |
 AK1118| AK0899 39 B 2                              415.410 METERS 0301325.1 |
 AK1118| AK1126 WORD AZ                             487.659 METERS 2140339.9 |
 AK1118| AK1123 RAMP B                              191.653 METERS 26709     |
 AK1118| AK1124 39 B 4                              392.282 METERS 27020     |
 AK1118| AK1121 WORD RM 1                           218.017 METERS 29309     |
 AK1118| AK0898 THIRTY NINE B                       329.021 METERS 32453     |
 AK1118| AK6119 ODOP 1.39.13 1966                   259.891 METERS 34030     |
 AK1118|---------------------------------------------------------------------|
 AK1118
 AK1118                          SUPERSEDED SURVEY CONTROL
 AK1118
 AK1118  NAD 83(1986)-  28 37 26.24006(N)    080 37 07.91817(W) AD(       ) 2
 AK1118  NAD 27      -  28 37 25.26149(N)    080 37 08.74317(W) AD(       ) 2
 AK1118  NGVD 29 (??/??/92)    5.466  (m)           17.93   (f) ADJ UNCH    1 2
 AK1118
 AK1118.Superseded values are not recommended for survey control.
 AK1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1118.See file dsdata.txt to determine how the superseded data were derived.
 AK1118
 AK1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3725666383(NAD 83)
 AK1118_MARKER: DS = TRIANGULATION STATION DISK
 AK1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1118_STAMPING: 39 B-3 1966
 AK1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1118+STABILITY: SURFACE MOTION
 AK1118
 AK1118  HISTORY     - Date     Condition        Report By
 AK1118  HISTORY     - 1966     MONUMENTED       CGS
 AK1118  HISTORY     - 1967     GOOD             NGS
 AK1118
 AK1118                          STATION DESCRIPTION
 AK1118
 AK1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1118'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B, NEAR CZR CAMERA
 AK1118'PAD NO.3, WHICH IS SOUTHEAST OF THE LAUNCH PAD.  IT IS 52 FEET
 AK1118'SOUTHWEST OF THE EAST CORNER OF THE CAMERA PAD, 26 FEET SOUTHEAST
 AK1118'OF THE SOUTHWEST CORNER OF THE PAD, AND 4 FEET SOUTHEAST OF THE
 AK1118'SOUTHEAST EDGE OF THE PAD.  A STANDARD TRIANGULATION STATION DISK
 AK1118'SET IN THE TOP OF A 12 INCH CONCRETE POST AND STAMPED 39B-3
 AK1118'1966.
 AK1118'
 AK1118'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1118
 AK1118                          STATION RECOVERY (1967)
 AK1118
 AK1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AK1118'AT CAPE KENNEDY.
 AK1118'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39 B, FOLLOW THE
 AK1118'PERIMETER ROAD WESTERLY AROUND THE COMPLEX FOR 1.45 MILES TO A
 AK1118'ROAD LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR
 AK1118'0.05 MILE TO THE TOP OF THE CAMERA PAD AND MARK AS DESCRIBED.
 AK1118'THE DISK IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 AK1118'AND FLUSH WITH THE SURFACE.  IT IS 40 FEET SOUTHEAST OF TELEVISION
 AK1118'DISTRIBUTOR BOX NO. 23 AND 4 FEET SOUTH OF THE SOUTH EDGE OF A
 AK1118'BLACKTOPPED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1124 ***********************************************************************
 AK1124  DESIGNATION -  39 B 4
 AK1124  PID         -  AK1124
 AK1124  STATE/COUNTY-  FL/BREVARD
 AK1124  USGS QUAD   -  FALSE CAPE (1984)
 AK1124
 AK1124                         *CURRENT SURVEY CONTROL
 AK1124  ___________________________________________________________________
 AK1124* NAD 83(1990)-  28 37 26.30775(N)    080 37 22.34641(W)     ADJUSTED  
 AK1124* NAVD 88     -         5.150  (meters)      16.90   (feet)  ADJUSTED  
 AK1124  ___________________________________________________________________
 AK1124  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AK1124  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AK1124  DYNAMIC HT  -           5.143 (meters)      16.87  (feet)  COMP
 AK1124  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 AK1124
 AK1124  HORZ ORDER  -  SECOND
 AK1124  VERT ORDER  -  FIRST     CLASS II
 AK1124
 AK1124.The horizontal coordinates were established by classical geodetic methods
 AK1124.and adjusted by the National Geodetic Survey in May 1991..
 AK1124
 AK1124.The orthometric height was determined by differential leveling
 AK1124.and adjusted by the National Geodetic Survey in June 1991..
 AK1124
 AK1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK1124
 AK1124.The geoid height was determined by GEOID03.
 AK1124
 AK1124.The dynamic height is computed by dividing the NAVD 88
 AK1124.geopotential number by the normal gravity value computed on the
 AK1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1124.degrees latitude (g = 980.6199 gals.).
 AK1124
 AK1124.The modeled gravity was interpolated from observed gravity values.
 AK1124
 AK1124;                    North         East     Units Scale Factor Converg.
 AK1124;SPC FL E     -   475,414.711   236,876.923   MT  0.99995795   +0 10 50.4
 AK1124;SPC FL E     - 1,559,756.43    777,153.70   sFT  0.99995795   +0 10 50.4
 AK1124;UTM  17      - 3,166,384.483   536,864.341   MT  0.99961677   +0 10 50.4
 AK1124
 AK1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1124!SPC FL E     -   1.00000362  x   0.99995795  =   0.99996157
 AK1124!UTM  17      -   1.00000362  x   0.99961677  =   0.99962039
 AK1124
 AK1124|---------------------------------------------------------------------|
 AK1124| PID    Reference Object                     Distance      Geod. Az  |
 AK1124|                                                           dddmmss.s |
 AK1124| AK0898 THIRTY NINE B                       335.328 METERS 03716     |
 AK1124| AK1121 WORD RM 1                           209.162 METERS 06630     |
 AK1124| AK1118 39 B 3                              392.282 METERS 09020     |
 AK1124| AK1123 RAMP B                              201.204 METERS 09322     |
 AK1124| AK1126 WORD AZ                             423.398 METERS 1633913.0 |
 AK1124| AK6327 39B 5 1966                          398.885 METERS 32946     |
 AK1124|---------------------------------------------------------------------|
 AK1124
 AK1124                          SUPERSEDED SURVEY CONTROL
 AK1124
 AK1124  NAD 83(1986)-  28 37 26.31429(N)    080 37 22.35876(W) AD(       ) 2
 AK1124  NAD 27      -  28 37 25.33557(N)    080 37 23.18377(W) AD(       ) 2
 AK1124  NGVD 29 (??/??/92)    5.533  (m)           18.15   (f) ADJ UNCH    1 2
 AK1124
 AK1124.Superseded values are not recommended for survey control.
 AK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1124.See file dsdata.txt to determine how the superseded data were derived.
 AK1124
 AK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3686466384(NAD 83)
 AK1124_MARKER: DS = TRIANGULATION STATION DISK
 AK1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1124_SP_SET: CAMERA PAD
 AK1124_STAMPING: 39 B-4 1966
 AK1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1124
 AK1124  HISTORY     - Date     Condition        Report By
 AK1124  HISTORY     - 1966     MONUMENTED       CGS
 AK1124  HISTORY     - 1967     GOOD             NGS
 AK1124
 AK1124                          STATION DESCRIPTION
 AK1124
 AK1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1124'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B, NEAR CZR CAMERA
 AK1124'PAD NO.4, WHICH IS SOUTHWEST OF THE LAUNCH PAD.  IT IS 60 FEET NORTH
 AK1124'OF THE NORTH EDGE OF THE COMPLEX DRIVE, 25 FEET SOUTHWEST OF THE
 AK1124'NORTHEAST EDGE OF THE CAMERA PAD AND 2 FEET SOUTHWEST OF THE
 AK1124'SOUTHWEST EDGE OF THE PAD.  A STANDARD TRIANGULATION STATION DISK
 AK1124'SET IN THE TOP OF A 12 INCH CONCRETE POST, AND STAMPED 39B-4
 AK1124'1966.
 AK1124'
 AK1124'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1124
 AK1124                          STATION RECOVERY (1967)
 AK1124
 AK1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AK1124'AT CAPE KENNEDY.
 AK1124'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39 B, FOLLOW THE
 AK1124'PERIMETER ROAD WESTERLY AROUND COMPLEX FOR 0.1 MILE TO A ROAD
 AK1124'LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR 0.05
 AK1124'MILE TO THE TOP OF THE CAMERA PAD AND MARK AS DESCRIBED.  THE
 AK1124'DISK IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST AND
 AK1124'PROJECTS 2 INCHES.  IT IS 41.8 FEET WEST OF TELEVISION DISTRIBUTOR
 AK1124'BOX NO. 24 AND 2.8 FEET SOUTH OF THE SOUTH EDGE OF A BLACKTOPPED
 AK1124'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0891 ***********************************************************************
 AK0891  DESIGNATION -  39 B 6
 AK0891  PID         -  AK0891
 AK0891  STATE/COUNTY-  FL/BREVARD
 AK0891  USGS QUAD   -  WILSON (1979)
 AK0891
 AK0891                         *CURRENT SURVEY CONTROL
 AK0891  ___________________________________________________________________
 AK0891* NAD 83(1990)-  28 37 46.02143(N)    080 37 26.38263(W)     ADJUSTED  
 AK0891* NAVD 88     -         5.065  (meters)      16.62   (feet)  ADJUSTED  
 AK0891  ___________________________________________________________________
 AK0891  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AK0891  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AK0891  DYNAMIC HT  -           5.058 (meters)      16.59  (feet)  COMP
 AK0891  MODELED GRAV-     979,240.7   (mgal)                       NAVD 88
 AK0891
 AK0891  HORZ ORDER  -  SECOND
 AK0891  VERT ORDER  -  FIRST     CLASS II
 AK0891
 AK0891.The horizontal coordinates were established by classical geodetic methods
 AK0891.and adjusted by the National Geodetic Survey in May 1991..
 AK0891
 AK0891.The orthometric height was determined by differential leveling
 AK0891.and adjusted by the National Geodetic Survey in June 1991..
 AK0891
 AK0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK0891
 AK0891.The geoid height was determined by GEOID03.
 AK0891
 AK0891.The dynamic height is computed by dividing the NAVD 88
 AK0891.geopotential number by the normal gravity value computed on the
 AK0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0891.degrees latitude (g = 980.6199 gals.).
 AK0891
 AK0891.The modeled gravity was interpolated from observed gravity values.
 AK0891
 AK0891;                    North         East     Units Scale Factor Converg.
 AK0891;SPC FL E     -   476,021.243   236,765.382   MT  0.99995785   +0 10 48.6
 AK0891;SPC FL E     - 1,561,746.36    776,787.76   sFT  0.99995785   +0 10 48.6
 AK0891;UTM  17      - 3,166,990.808   536,752.837   MT  0.99961667   +0 10 48.6
 AK0891
 AK0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0891!SPC FL E     -   1.00000364  x   0.99995785  =   0.99996149
 AK0891!UTM  17      -   1.00000364  x   0.99961667  =   0.99962030
 AK0891
 AK0891:                Primary Azimuth Mark                     Grid Az
 AK0891:SPC FL E     -  39 B 1                                   088 22 42.8
 AK0891:UTM  17      -  39 B 1                                   088 22 42.8
 AK0891
 AK0891|---------------------------------------------------------------------|
 AK0891| PID    Reference Object                     Distance      Geod. Az  |
 AK0891|                                                           dddmmss.s |
 AK0891| AK0888 39 B 1                              APPROX. 0.6 KM 0883331.4 |
 AK0891|---------------------------------------------------------------------|
 AK0891
 AK0891                          SUPERSEDED SURVEY CONTROL
 AK0891
 AK0891  NAD 83(1986)-  28 37 46.02721(N)    080 37 26.39473(W) AD(       ) 2
 AK0891  NAD 27      -  28 37 45.04967(N)    080 37 27.22001(W) AD(       ) 2
 AK0891  NGVD 29 (??/??/92)    5.448  (m)           17.87   (f) ADJ UNCH    1 2
 AK0891
 AK0891.Superseded values are not recommended for survey control.
 AK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0891.See file dsdata.txt to determine how the superseded data were derived.
 AK0891
 AK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3675366991(NAD 83)
 AK0891_MARKER: DS = TRIANGULATION STATION DISK
 AK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0891_STAMPING: 39 B-6 1966
 AK0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0891+STABILITY: SURFACE MOTION
 AK0891
 AK0891  HISTORY     - Date     Condition        Report By
 AK0891  HISTORY     - 1966     MONUMENTED       CGS
 AK0891  HISTORY     - 1967     GOOD             NGS
 AK0891
 AK0891                          STATION DESCRIPTION
 AK0891
 AK0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK0891'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B, NEAR CZR CAMERA
 AK0891'PAD NO.6, WHICH IS NORTHWEST OF THE LAUNCH PAD.  IT IS 64 FEET NORTH
 AK0891'OF THE NORTHWEST CORNER OF THE PAD, 25 FEET NORTHWEST OF THE
 AK0891'SOUTHEAST EDGE OF THE PAD, AND 2 FEET NORTHWEST OF THE NORTHWEST
 AK0891'EDGE OF THE PAD.  A STANDARD TRIANGULATION STATION DISK SET IN
 AK0891'THE TOP OF A 12 INCH CONCRETE POST AND STAMPED 39B-6 1966.
 AK0891
 AK0891                          STATION RECOVERY (1967)
 AK0891
 AK0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AK0891'AT CAPE KENNEDY.
 AK0891'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39-B, FOLLOW THE
 AK0891'PERIMETER ROAD WESTERLY AROUND THE COMPLEX FOR 0.65 MILE TO A
 AK0891'ROAD LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR
 AK0891'0.05 MILE TO THE TOP OF THE CAMERA PAD AND MARK AS DESCRIBED.
 AK0891'THE DISK IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 AK0891'AND PROJECTS 1 INCH.  IT IS 2 FEET WEST OF THE WEST EDGE OF A
 AK0891'BLACKTOPPED DRIVE TO THE CAMERA SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0251 ***********************************************************************
 AG0251  DESIGNATION -  390 FLHD
 AG0251  PID         -  AG0251
 AG0251  STATE/COUNTY-  FL/PINELLAS
 AG0251  USGS QUAD   -  ST PETERSBURG (1987)
 AG0251
 AG0251                         *CURRENT SURVEY CONTROL
 AG0251  ___________________________________________________________________
 AG0251* NAD 83(1986)-  27 50 49.     (N)    082 38 17.     (W)     SCALED    
 AG0251* NAVD 88     -         1.741  (meters)       5.71   (feet)  ADJUSTED  
 AG0251  ___________________________________________________________________
 AG0251  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG0251  DYNAMIC HT  -           1.738 (meters)       5.70  (feet)  COMP
 AG0251  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AG0251
 AG0251  VERT ORDER  -  SECOND    CLASS II
 AG0251
 AG0251.The horizontal coordinates were scaled from a topographic map and have
 AG0251.an estimated accuracy of +/- 6 seconds.
 AG0251
 AG0251.The orthometric height was determined by differential leveling
 AG0251.and adjusted by the National Geodetic Survey in June 1991..
 AG0251
 AG0251.The geoid height was determined by GEOID03.
 AG0251
 AG0251.The dynamic height is computed by dividing the NAVD 88
 AG0251.geopotential number by the normal gravity value computed on the
 AG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0251.degrees latitude (g = 980.6199 gals.).
 AG0251
 AG0251.The modeled gravity was interpolated from observed gravity values.
 AG0251
 AG0251;                    North         East    Units  Estimated Accuracy
 AG0251;SPC FL W     -   389,410.      137,150.      MT  (+/- 180 meters Scaled)
 AG0251
 AG0251                          SUPERSEDED SURVEY CONTROL
 AG0251
 AG0251  NGVD 29 (??/??/92)    2.002  (m)            6.57   (f) ADJ UNCH    2 2
 AG0251
 AG0251.Superseded values are not recommended for survey control.
 AG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0251.See file dsdata.txt to determine how the superseded data were derived.
 AG0251
 AG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387813(NAD 83)
 AG0251_MARKER: DD = SURVEY DISK
 AG0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0251_SP_SET: INLET
 AG0251_STAMPING: 390
 AG0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0251
 AG0251  HISTORY     - Date     Condition        Report By
 AG0251  HISTORY     - UNK      MONUMENTED       FLHD
 AG0251  HISTORY     - 1976     GOOD             NGS
 AG0251  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0251  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0251  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0251
 AG0251                          STATION DESCRIPTION
 AG0251
 AG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0251'IN ST PETERSBURG.
 AG0251'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0251'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 1.20
 AG0251'MILES.  STATION ON LEFT, 47.2 FT. EAST OF THE CENTERLINE OF 4TH ST.
 AG0251'N., 293.8 FT. SOUTH OF THE CENTERLINE OF 83RD AVE. N.  SET IN TOP OF
 AG0251'CONCRETE INLET.  SECTION 30, T 30, R 17.
 AG0251
 AG0251                          STATION RECOVERY (1999)
 AG0251
 AG0251'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0251'MARK NOT FOUND.
 AG0251
 AG0251                          STATION RECOVERY (2001)
 AG0251
 AG0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0251'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0251
 AG0251                          STATION RECOVERY (2003)
 AG0251
 AG0251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0251'STREET WIDENED. NO INLET AT LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2400 ***********************************************************************
 BD2400  DESIGNATION -  39.04 FLDT
 BD2400  PID         -  BD2400
 BD2400  STATE/COUNTY-  FL/TAYLOR
 BD2400  USGS QUAD   -  PERRY (1993)
 BD2400
 BD2400                         *CURRENT SURVEY CONTROL
 BD2400  ___________________________________________________________________
 BD2400* NAD 83(1986)-  30 03 31.     (N)    083 35 11.     (W)     SCALED    
 BD2400* NAVD 88     -        11.685  (meters)      38.34   (feet)  ADJUSTED  
 BD2400  ___________________________________________________________________
 BD2400  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BD2400  DYNAMIC HT  -          11.670 (meters)      38.29  (feet)  COMP
 BD2400  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 BD2400
 BD2400  VERT ORDER  -  SECOND    CLASS I
 BD2400
 BD2400.The horizontal coordinates were scaled from a topographic map and have
 BD2400.an estimated accuracy of +/- 6 seconds.
 BD2400
 BD2400.The orthometric height was determined by differential leveling
 BD2400.and adjusted by the National Geodetic Survey in June 1991..
 BD2400
 BD2400.The geoid height was determined by GEOID03.
 BD2400
 BD2400.The dynamic height is computed by dividing the NAVD 88
 BD2400.geopotential number by the normal gravity value computed on the
 BD2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2400.degrees latitude (g = 980.6199 gals.).
 BD2400
 BD2400.The modeled gravity was interpolated from observed gravity values.
 BD2400
 BD2400;                    North         East    Units  Estimated Accuracy
 BD2400;SPC FL N     -   117,700.      688,090.      MT  (+/- 180 meters Scaled)
 BD2400
 BD2400                          SUPERSEDED SURVEY CONTROL
 BD2400
 BD2400.No superseded survey control is available for this station.
 BD2400
 BD2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP506281(NAD 83)
 BD2400_MARKER: DD = SURVEY DISK
 BD2400_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BD2400_SP_SET: CONCRETE BRIDGE ABUTMENT
 BD2400_STAMPING: 39.04
 BD2400_MARK LOGO: FLDT  
 BD2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2400
 BD2400  HISTORY     - Date     Condition        Report By
 BD2400  HISTORY     - UNK      MONUMENTED       FLDT
 BD2400  HISTORY     - 1979     GOOD             FLDNR
 BD2400
 BD2400                          STATION DESCRIPTION
 BD2400
 BD2400'DESCRIBED BY FL DEPT OF NAT RES 1979
 BD2400'2.8 MI SOUTH FROM PERRY.
 BD2400'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 BD2400'IN PERRY, PROCEED SOUTHERLY 2.8 MILES ALONG C361-A TO A BRIDGE OVER
 BD2400'THE FENHOLLOWAY RIVER AND THE MARK.  THE MARK BEARS 16.2 FEET SOUTH OF
 BD2400'C361-A CENTERLINE, 2.3 FEET NORTHEAST OF THE NORTH END OF A GUARDRAIL
 BD2400'AND 0.8 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 BD2400'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0243 ***********************************************************************
 AG0243  DESIGNATION -  392 FLHD
 AG0243  PID         -  AG0243
 AG0243  STATE/COUNTY-  FL/PINELLAS
 AG0243  USGS QUAD   -  ST PETERSBURG (1987)
 AG0243
 AG0243                         *CURRENT SURVEY CONTROL
 AG0243  ___________________________________________________________________
 AG0243* NAD 83(1986)-  27 50 31.     (N)    082 38 17.     (W)     SCALED    
 AG0243* NAVD 88     -         1.790  (meters)       5.87   (feet)  ADJUSTED  
 AG0243  ___________________________________________________________________
 AG0243  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0243  DYNAMIC HT  -           1.787 (meters)       5.86  (feet)  COMP
 AG0243  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AG0243
 AG0243  VERT ORDER  -  SECOND    CLASS II
 AG0243
 AG0243.The horizontal coordinates were scaled from a topographic map and have
 AG0243.an estimated accuracy of +/- 6 seconds.
 AG0243
 AG0243.The orthometric height was determined by differential leveling
 AG0243.and adjusted by the National Geodetic Survey in June 1991..
 AG0243
 AG0243.The geoid height was determined by GEOID03.
 AG0243
 AG0243.The dynamic height is computed by dividing the NAVD 88
 AG0243.geopotential number by the normal gravity value computed on the
 AG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0243.degrees latitude (g = 980.6199 gals.).
 AG0243
 AG0243.The modeled gravity was interpolated from observed gravity values.
 AG0243
 AG0243;                    North         East    Units  Estimated Accuracy
 AG0243;SPC FL W     -   388,860.      137,150.      MT  (+/- 180 meters Scaled)
 AG0243
 AG0243                          SUPERSEDED SURVEY CONTROL
 AG0243
 AG0243  NGVD 29 (??/??/92)    2.052  (m)            6.73   (f) ADJ UNCH    2 2
 AG0243
 AG0243.Superseded values are not recommended for survey control.
 AG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0243.See file dsdata.txt to determine how the superseded data were derived.
 AG0243
 AG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386807(NAD 83)
 AG0243_MARKER: DD = SURVEY DISK
 AG0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0243_SP_SET: INLET
 AG0243_STAMPING: 392
 AG0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0243
 AG0243  HISTORY     - Date     Condition        Report By
 AG0243  HISTORY     - UNK      MONUMENTED       FLHD
 AG0243  HISTORY     - 1976     GOOD             NGS
 AG0243  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0243  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0243
 AG0243                          STATION DESCRIPTION
 AG0243
 AG0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0243'IN ST PETERSBURG.
 AG0243'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0243'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 1.50
 AG0243'MILES.  STATION ON LEFT, N.E. CORNER, 47.4 FT. EAST OF THE CENTERLINE
 AG0243'OF 4TH ST., 55.0 FT. NORTH OF THE CENTERLINE OF 78TH AVE. N.  SET IN
 AG0243'TOP OF CONCRETE INLET.  SECTION 30, T 30, R 17.
 AG0243
 AG0243                          STATION RECOVERY (1999)
 AG0243
 AG0243'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0243'MARK NOT FOUND.
 AG0243
 AG0243                          STATION RECOVERY (2001)
 AG0243
 AG0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9458 ***********************************************************************
 AG9458  DESIGNATION -  3921 31 002
 AG9458  PID         -  AG9458
 AG9458  STATE/COUNTY-  FL/SARASOTA
 AG9458  USGS QUAD   -  MYAKKA RIVER (1987)
 AG9458
 AG9458                         *CURRENT SURVEY CONTROL
 AG9458  ___________________________________________________________________
 AG9458* NAD 83(1999)-  27 01 58.91305(N)    082 15 01.56540(W)     ADJUSTED  
 AG9458* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AG9458  ___________________________________________________________________
 AG9458  X           -     766,612.247 (meters)                     COMP
 AG9458  Y           -  -5,633,280.221 (meters)                     COMP
 AG9458  Z           -   2,881,465.918 (meters)                     COMP
 AG9458  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AG9458  ELLIP HEIGHT-         -22.59  (meters)          (07/06/01) GPS OBS
 AG9458  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AG9458
 AG9458  HORZ ORDER  -  FIRST
 AG9458  ELLP ORDER  -  FOURTH    CLASS II
 AG9458
 AG9458.The horizontal coordinates were established by GPS observations
 AG9458.and adjusted by the National Geodetic Survey in July 2001..
 AG9458
 AG9458.The orthometric height was determined by GPS observations and a
 AG9458.high-resolution geoid model.
 AG9458
 AG9458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9458
 AG9458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9458
 AG9458.The ellipsoidal height was determined by GPS observations
 AG9458.and is referenced to NAD 83.
 AG9458
 AG9458.The geoid height was determined by GEOID03.
 AG9458
 AG9458;                    North         East     Units Scale Factor Converg.
 AG9458;SPC FL W     -   299,088.522   175,151.800   MT  0.99994880   -0 06 49.8
 AG9458;SPC FL W     -   981,259.59    574,643.86   sFT  0.99994880   -0 06 49.8
 AG9458;UTM  17      - 2,990,708.994   375,968.322   MT  0.99978991   -0 34 06.2
 AG9458
 AG9458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9458!SPC FL W     -   1.00000355  x   0.99994880  =   0.99995235
 AG9458!UTM  17      -   1.00000355  x   0.99978991  =   0.99979346
 AG9458
 AG9458                          SUPERSEDED SURVEY CONTROL
 AG9458
 AG9458  NAD 83(1990)-  27 01 58.91150(N)    082 15 01.56474(W) AD(       ) 1
 AG9458  ELLIP H (11/12/93)  -22.57   (m)                       GP(       ) 4 1
 AG9458
 AG9458.Superseded values are not recommended for survey control.
 AG9458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9458.See file dsdata.txt to determine how the superseded data were derived.
 AG9458
 AG9458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7596890709(NAD 83)
 AG9458_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9458_SP_SET: CONCRETE POST
 AG9458_STAMPING: GPS 1992 3921-31-002 9288
 AG9458_MARK LOGO: FL-015
 AG9458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9458+STABILITY: SURFACE MOTION
 AG9458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9458+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AG9458
 AG9458  HISTORY     - Date     Condition        Report By
 AG9458  HISTORY     - 1992     MONUMENTED       FL-015
 AG9458  HISTORY     - 19920922 GOOD             DENI
 AG9458  HISTORY     - 20040512 GOOD             DEWDAV
 AG9458
 AG9458                          STATION DESCRIPTION
 AG9458
 AG9458'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9458'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9458'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 31, TWP 39S,
 AG9458'RGE 21E, AT THE CHARLOTTE/SARASOTA COUNTY LINE, 14.2 MI (22.9 KM)
 AG9458'NORTHWEST OF PUNTA GORDA.
 AG9458'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9458'AND STATE ROUTE 776 IN MURDOCK, GO NORTHWESTERLY 3.9 MI (6.3 KM) ON
 AG9458'U.S. 41 TO CORNELIUS BOULEVARD (JUST SOUTH OF THE CHARLOTTE/SARASOTA
 AG9458'COUNTY LINE), THEN SOUTHWEST 0.1 MI (0.2 KM) TO CHANCELLOR BOULEVARD,
 AG9458'THEN NORTHWEST (RIGHT) AND WEST ON CHANCELLOR BOULEVARD 2.85 MI
 AG9458'(4.59 KM) TO A CURVE TO THE LEFT, THE NORTH PORT YACHT CLUB AND THE
 AG9458'STATION ON THE RIGHT.
 AG9458'STATION IS 36.0 FT (11.0 M) NORTHWEST OF THE CENTERLINE OF CHANCELLOR
 AG9458'BOULEVARD, 68.3 FT (20.8 M) EAST NORTHEAST OF THE CENTERLINE OF
 AG9458'MCDILL DRIVE EXTENDED NORTHWEST, 24.3 FT (7.4 M) EAST NORTHEAST OF
 AG9458'THE CENTERLINE OF THE ENTRANCE DRIVE OF THE NORTH PORT YACHT CLUB,
 AG9458'74.5 FT (22.7 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE YACHT CLUB
 AG9458'BUILDING, 35.8 FT (10.9 M) WEST OF A FIRE HYDRANT, 53.7 FT (16.4 M)
 AG9458'EAST OF A POWER POLE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 AG9458'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9458'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AG9458'GROUND LEVEL.
 AG9458
 AG9458                          STATION RECOVERY (2004)
 AG9458
 AG9458'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AG9458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9459 ***********************************************************************
 AG9459  DESIGNATION -  3922 33 002
 AG9459  PID         -  AG9459
 AG9459  STATE/COUNTY-  FL/SARASOTA
 AG9459  USGS QUAD   -  MURDOCK SE (1987)
 AG9459
 AG9459                         *CURRENT SURVEY CONTROL
 AG9459  ___________________________________________________________________
 AG9459* NAD 83(1999)-  27 01 57.26664(N)    082 06 29.69100(W)     ADJUSTED  
 AG9459* NAVD 88     -         6.1    (meters)      20.     (feet)  GPS OBS   
 AG9459  ___________________________________________________________________
 AG9459  X           -     780,593.358 (meters)                     COMP
 AG9459  Y           -  -5,631,387.322 (meters)                     COMP
 AG9459  Z           -   2,881,422.884 (meters)                     COMP
 AG9459  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AG9459  ELLIP HEIGHT-         -17.96  (meters)          (07/06/01) GPS OBS
 AG9459  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AG9459
 AG9459  HORZ ORDER  -  FIRST
 AG9459  ELLP ORDER  -  FOURTH    CLASS II
 AG9459
 AG9459.The horizontal coordinates were established by GPS observations
 AG9459.and adjusted by the National Geodetic Survey in July 2001..
 AG9459
 AG9459.The orthometric height was determined by GPS observations and a
 AG9459.high-resolution geoid model.
 AG9459
 AG9459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9459
 AG9459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9459
 AG9459.The ellipsoidal height was determined by GPS observations
 AG9459.and is referenced to NAD 83.
 AG9459
 AG9459.The geoid height was determined by GEOID03.
 AG9459
 AG9459;                    North         East     Units Scale Factor Converg.
 AG9459;SPC FL W     -   299,017.780   189,259.632   MT  0.99994260   -0 02 57.1
 AG9459;SPC FL W     -   981,027.50    620,929.31   sFT  0.99994260   -0 02 57.1
 AG9459;UTM  17      - 2,990,526.361   390,072.664   MT  0.99974917   -0 30 13.5
 AG9459
 AG9459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9459!SPC FL W     -   1.00000282  x   0.99994260  =   0.99994542
 AG9459!UTM  17      -   1.00000282  x   0.99974917  =   0.99975199
 AG9459
 AG9459                          SUPERSEDED SURVEY CONTROL
 AG9459
 AG9459  NAD 83(1990)-  27 01 57.26512(N)    082 06 29.69043(W) AD(       ) 1
 AG9459  ELLIP H (11/12/93)  -17.93   (m)                       GP(       ) 4 1
 AG9459
 AG9459.Superseded values are not recommended for survey control.
 AG9459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9459.See file dsdata.txt to determine how the superseded data were derived.
 AG9459
 AG9459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9007390526(NAD 83)
 AG9459_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9459_SP_SET: CONCRETE POST
 AG9459_STAMPING: GPS 1992 3922-33-002 9285
 AG9459_MARK LOGO: FL-015
 AG9459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9459+STABILITY: SURFACE MOTION
 AG9459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9459+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 AG9459
 AG9459  HISTORY     - Date     Condition        Report By
 AG9459  HISTORY     - 1992     MONUMENTED       FL-015
 AG9459  HISTORY     - 19920805 GOOD             DENI
 AG9459
 AG9459                          STATION DESCRIPTION
 AG9459
 AG9459'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9459'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9459'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 33, TWP 39S,
 AG9459'RGE 22E, AT THE CHARLOTTE/SARASOTA COUNTY LINE, 7.6 MI (12.2 KM)
 AG9459'NORTHWEST OF PUNTA GORDA, IN NORTH PORT, SOUTH OF THE COCOPLUM
 AG9459'WATERWAY.
 AG9459'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9459'AND STATE ROUTE 776 IN MURDOCK, GO NORTHWEST 0.7 MI (1.1 KM) ON U.S.
 AG9459'41 TO COLLINGSWOOD BOULEVARD, THEN NORTH 1.0 MI (1.6 KM) TO
 AG9459'HILLSBOROUGH BOULEVARD, THEN EAST 3.0 MI (4.8 KM) TO THE EAST SIDE OF
 AG9459'A CANAL AND THE STATION ON THE LEFT.
 AG9459'STATION IS JUST NORTH OF THE CHARLOTTE/SARASOTA COUNTY LINE, 57.7 FT
 AG9459'(17.6 M) NORTH OF THE CENTERLINE OF HILLSBOROUGH BOULEVARD, 10 FT
 AG9459'(3.0 M) EAST OF THE EAST TOP OF BANK OF A CANAL, 134.5 FT (41.0 M)
 AG9459'WEST OF THE CENTERLINE OF BALDUR DRIVE PROJECTED NORTH, 41.2 FT
 AG9459'(12.6 M) NORTH NORTHEAST OF THE EAST-MOST 6 BY 8 INCH CONCRETE GUARD
 AG9459'RAIL SUPPORT POST ON THE NORTH SIDE OF HILLSBOROUGH DRIVE, 82.4 FT
 AG9459'(25.1 M) SOUTH OF THE CENTERLINE PROJECTED EAST OF A CONCRETE
 AG9459'DRAINAGE CONTROL STRUCTURE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 AG9459'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9459'DISK SET IN THE TOP OF A 16 INCH ROUND CONCRETE MOUNUMENT, 1 INCH
 AG9459'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0244 ***********************************************************************
 AG0244  DESIGNATION -  393 FLHD
 AG0244  PID         -  AG0244
 AG0244  STATE/COUNTY-  FL/PINELLAS
 AG0244  USGS QUAD   -  ST PETERSBURG (1987)
 AG0244
 AG0244                         *CURRENT SURVEY CONTROL
 AG0244  ___________________________________________________________________
 AG0244* NAD 83(1986)-  27 50 13.     (N)    082 38 17.     (W)     SCALED    
 AG0244* NAVD 88     -         1.717  (meters)       5.63   (feet)  ADJUSTED  
 AG0244  ___________________________________________________________________
 AG0244  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0244  DYNAMIC HT  -           1.714 (meters)       5.62  (feet)  COMP
 AG0244  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AG0244
 AG0244  VERT ORDER  -  SECOND    CLASS II
 AG0244
 AG0244.The horizontal coordinates were scaled from a topographic map and have
 AG0244.an estimated accuracy of +/- 6 seconds.
 AG0244
 AG0244.The orthometric height was determined by differential leveling
 AG0244.and adjusted by the National Geodetic Survey in June 1991..
 AG0244
 AG0244.The geoid height was determined by GEOID03.
 AG0244
 AG0244.The dynamic height is computed by dividing the NAVD 88
 AG0244.geopotential number by the normal gravity value computed on the
 AG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0244.degrees latitude (g = 980.6199 gals.).
 AG0244
 AG0244.The modeled gravity was interpolated from observed gravity values.
 AG0244
 AG0244;                    North         East    Units  Estimated Accuracy
 AG0244;SPC FL W     -   388,300.      137,150.      MT  (+/- 180 meters Scaled)
 AG0244
 AG0244                          SUPERSEDED SURVEY CONTROL
 AG0244
 AG0244  NGVD 29 (??/??/92)    1.978  (m)            6.49   (f) ADJ UNCH    2 2
 AG0244
 AG0244.Superseded values are not recommended for survey control.
 AG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0244.See file dsdata.txt to determine how the superseded data were derived.
 AG0244
 AG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386802(NAD 83)
 AG0244_MARKER: DD = SURVEY DISK
 AG0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0244_SP_SET: INLET
 AG0244_STAMPING: 393
 AG0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0244
 AG0244  HISTORY     - Date     Condition        Report By
 AG0244  HISTORY     - UNK      MONUMENTED       FLHD
 AG0244  HISTORY     - 1976     GOOD             NGS
 AG0244  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0244  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0244  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0244
 AG0244                          STATION DESCRIPTION
 AG0244
 AG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0244'IN ST PETERSBURG.
 AG0244'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0244'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 1.90
 AG0244'MILES TO THE INTERSECTION OF 72ND AVE. N.  STATION ON LEFT, S.E.
 AG0244'CORNER, 48.4 FT. EAST OF THE CENTERLINE OF 4TH ST., 42.7 FT. SOUTH OF
 AG0244'THE EXTENDED CENTERLINE OF 72ND AVE. N.  SET IN THE TOP OF A CONCRETE
 AG0244'INLET.  SECTION 30, T 30, R 17.
 AG0244
 AG0244                          STATION RECOVERY (1999)
 AG0244
 AG0244'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0244'MARK NOT FOUND.
 AG0244
 AG0244                          STATION RECOVERY (2001)
 AG0244
 AG0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0244
 AG0244                          STATION RECOVERY (2003)
 AG0244
 AG0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0244'STREET WIDENED. NO INLET AT LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0246 ***********************************************************************
 AG0246  DESIGNATION -  395 FLHD
 AG0246  PID         -  AG0246
 AG0246  STATE/COUNTY-  FL/PINELLAS
 AG0246  USGS QUAD   -  ST PETERSBURG (1987)
 AG0246
 AG0246                         *CURRENT SURVEY CONTROL
 AG0246  ___________________________________________________________________
 AG0246* NAD 83(1986)-  27 49 55.     (N)    082 38 17.     (W)     SCALED    
 AG0246* NAVD 88     -         1.771  (meters)       5.81   (feet)  ADJUSTED  
 AG0246  ___________________________________________________________________
 AG0246  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG0246  DYNAMIC HT  -           1.769 (meters)       5.80  (feet)  COMP
 AG0246  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AG0246
 AG0246  VERT ORDER  -  SECOND    CLASS II
 AG0246
 AG0246.The horizontal coordinates were scaled from a topographic map and have
 AG0246.an estimated accuracy of +/- 6 seconds.
 AG0246
 AG0246.The orthometric height was determined by differential leveling
 AG0246.and adjusted by the National Geodetic Survey in June 1991..
 AG0246
 AG0246.The geoid height was determined by GEOID03.
 AG0246
 AG0246.The dynamic height is computed by dividing the NAVD 88
 AG0246.geopotential number by the normal gravity value computed on the
 AG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0246.degrees latitude (g = 980.6199 gals.).
 AG0246
 AG0246.The modeled gravity was interpolated from observed gravity values.
 AG0246
 AG0246;                    North         East    Units  Estimated Accuracy
 AG0246;SPC FL W     -   387,750.      137,150.      MT  (+/- 180 meters Scaled)
 AG0246
 AG0246                          SUPERSEDED SURVEY CONTROL
 AG0246
 AG0246  NGVD 29 (??/??/92)    2.034  (m)            6.67   (f) ADJ UNCH    2 2
 AG0246
 AG0246.Superseded values are not recommended for survey control.
 AG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0246.See file dsdata.txt to determine how the superseded data were derived.
 AG0246
 AG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386796(NAD 83)
 AG0246_MARKER: DD = SURVEY DISK
 AG0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0246_SP_SET: INLET
 AG0246_STAMPING: 395
 AG0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0246
 AG0246  HISTORY     - Date     Condition        Report By
 AG0246  HISTORY     - UNK      MONUMENTED       FLHD
 AG0246  HISTORY     - 1976     GOOD             NGS
 AG0246  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0246  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0246  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0246
 AG0246                          STATION DESCRIPTION
 AG0246
 AG0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0246'IN ST PETERSBURG.
 AG0246'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0246'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 2.35
 AG0246'MILES TO THE INTERSECTION OF MADISON CIRCLE N.  STATION ON LEFT, S.E.
 AG0246'CORNER, 47.8 FT. EAST OF THE CENTERLINE OF 4TH ST., 62.5 FT. SOUTH OF
 AG0246'THE CENTERLINE OF MADISON CIRCLE N.  SET IN THE TOP OF A CONCRETE
 AG0246'INLET.  SECTION 31, T 30, R 17.
 AG0246
 AG0246                          STATION RECOVERY (1999)
 AG0246
 AG0246'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0246'MARK NOT FOUND.
 AG0246
 AG0246                          STATION RECOVERY (2001)
 AG0246
 AG0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0246
 AG0246                          STATION RECOVERY (2003)
 AG0246
 AG0246'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0246'ROAD HAS BEEN WIDENED AND THE INLETS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0247 ***********************************************************************
 AG0247  DESIGNATION -  396 FLHD
 AG0247  PID         -  AG0247
 AG0247  STATE/COUNTY-  FL/PINELLAS
 AG0247  USGS QUAD   -  ST PETERSBURG (1987)
 AG0247
 AG0247                         *CURRENT SURVEY CONTROL
 AG0247  ___________________________________________________________________
 AG0247* NAD 83(1986)-  27 49 31.     (N)    082 38 17.     (W)     SCALED    
 AG0247* NAVD 88     -         1.743  (meters)       5.72   (feet)  ADJUSTED  
 AG0247  ___________________________________________________________________
 AG0247  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0247  DYNAMIC HT  -           1.740 (meters)       5.71  (feet)  COMP
 AG0247  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AG0247
 AG0247  VERT ORDER  -  SECOND    CLASS II
 AG0247
 AG0247.The horizontal coordinates were scaled from a topographic map and have
 AG0247.an estimated accuracy of +/- 6 seconds.
 AG0247
 AG0247.The orthometric height was determined by differential leveling
 AG0247.and adjusted by the National Geodetic Survey in June 1991..
 AG0247
 AG0247.The geoid height was determined by GEOID03.
 AG0247
 AG0247.The dynamic height is computed by dividing the NAVD 88
 AG0247.geopotential number by the normal gravity value computed on the
 AG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0247.degrees latitude (g = 980.6199 gals.).
 AG0247
 AG0247.The modeled gravity was interpolated from observed gravity values.
 AG0247
 AG0247;                    North         East    Units  Estimated Accuracy
 AG0247;SPC FL W     -   387,010.      137,140.      MT  (+/- 180 meters Scaled)
 AG0247
 AG0247                          SUPERSEDED SURVEY CONTROL
 AG0247
 AG0247  NGVD 29 (??/??/92)    2.005  (m)            6.58   (f) ADJ UNCH    2 2
 AG0247
 AG0247.Superseded values are not recommended for survey control.
 AG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0247.See file dsdata.txt to determine how the superseded data were derived.
 AG0247
 AG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386789(NAD 83)
 AG0247_MARKER: DD = SURVEY DISK
 AG0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0247_SP_SET: INLET
 AG0247_STAMPING: 396
 AG0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0247
 AG0247  HISTORY     - Date     Condition        Report By
 AG0247  HISTORY     - UNK      MONUMENTED       FLHD
 AG0247  HISTORY     - 1976     GOOD             NGS
 AG0247  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0247  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0247  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0247
 AG0247                          STATION DESCRIPTION
 AG0247
 AG0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0247'IN ST PETERSBURG.
 AG0247'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0247'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 2.70
 AG0247'MILES TO THE INTERSECTION OF MONROE CIRCLE N.  STATION ON LEFT, S.E.
 AG0247'CORNER, 48.6 FT. EAST OF THE CENTERLINE OF 4TH ST., 51.0 FT. SOUTH OF
 AG0247'THE CENTERLINE OF MONROE CIRCLE N.  SET IN THE TOP OF A CONCRETE
 AG0247'INLET.  SECTION 31, T 30, R 17.
 AG0247
 AG0247                          STATION RECOVERY (1999)
 AG0247
 AG0247'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0247'MARK NOT FOUND.
 AG0247
 AG0247                          STATION RECOVERY (2001)
 AG0247
 AG0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0247'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0247
 AG0247                          STATION RECOVERY (2003)
 AG0247
 AG0247'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0247'ROAD HAS BEEN WIDENED AND THE INLETS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5322 ***********************************************************************
 AG5322  DESIGNATION -  397 E
 AG5322  PID         -  AG5322
 AG5322  STATE/COUNTY-  FL/PINELLAS
 AG5322  USGS QUAD   -  ST PETERSBURG (1987)
 AG5322
 AG5322                         *CURRENT SURVEY CONTROL
 AG5322  ___________________________________________________________________
 AG5322* NAD 83(1986)-  27 49 15.     (N)    082 38 19.     (W)     SCALED    
 AG5322* NAVD 88     -         1.091  (meters)       3.58   (feet)  ADJUSTED  
 AG5322  ___________________________________________________________________
 AG5322  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AG5322  DYNAMIC HT  -           1.090 (meters)       3.58  (feet)  COMP
 AG5322  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 AG5322
 AG5322  VERT ORDER  -  FIRST     CLASS I
 AG5322
 AG5322.The horizontal coordinates were scaled from a topographic map and have
 AG5322.an estimated accuracy of +/- 6 seconds.
 AG5322
 AG5322.The orthometric height was determined by differential leveling
 AG5322.and adjusted by the National Geodetic Survey in June 1991..
 AG5322
 AG5322.The geoid height was determined by GEOID03.
 AG5322
 AG5322.The dynamic height is computed by dividing the NAVD 88
 AG5322.geopotential number by the normal gravity value computed on the
 AG5322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5322.degrees latitude (g = 980.6199 gals.).
 AG5322
 AG5322.The modeled gravity was interpolated from observed gravity values.
 AG5322
 AG5322;                    North         East    Units  Estimated Accuracy
 AG5322;SPC FL W     -   386,520.      137,080.      MT  (+/- 180 meters Scaled)
 AG5322
 AG5322                          SUPERSEDED SURVEY CONTROL
 AG5322
 AG5322  NGVD 29 (??/??/92)    1.354  (m)            4.44   (f) ADJ UNCH    1 1
 AG5322
 AG5322.Superseded values are not recommended for survey control.
 AG5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5322.See file dsdata.txt to determine how the superseded data were derived.
 AG5322
 AG5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386784(NAD 83)
 AG5322_MARKER: DD = SURVEY DISK
 AG5322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5322_SP_SET: CULVERT
 AG5322_STAMPING: E
 AG5322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5322
 AG5322  HISTORY     - Date     Condition        Report By
 AG5322  HISTORY     - UNK      MONUMENTED       FLHD
 AG5322  HISTORY     - 1966     GOOD             NGS
 AG5322  HISTORY     - 1977     GOOD             FL-103
 AG5322  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AG5322
 AG5322                          STATION DESCRIPTION
 AG5322
 AG5322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5322'AT ST PETERSBURG.
 AG5322'AT ST. PETERSBURG, ABOUT 3.4 MILES NORTH ALONG N. 4TH STREET
 AG5322'FROM THE POST OFFICE, BETWEEN 53RD AND 54TH AVENUES NORTH, 10.6
 AG5322'FEET EAST OF THE EAST CURB OF THE STREET, ABOUT 2 FEET ABOVE THE
 AG5322'LEVEL OF THE STREET AND IN THE TOP NEAR THE CENTER OF THE EAST
 AG5322'CONCRETE HEAD WALL FOR A DOUBLE BOX CULVERT FOR A DRAINAGE
 AG5322'CANAL.
 AG5322
 AG5322                          STATION RECOVERY (1977)
 AG5322
 AG5322'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG5322'RECOVERED IN GOOD CONDITION.
 AG5322
 AG5322                          STATION RECOVERY (2003)
 AG5322
 AG5322'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK)
 AG5322'4TH STREET NOW 6 LANES - DRAINAGE CANAL 100 FEET EAST OF 4TH STREET -
 AG5322'SOUTH OF 54TH AVENUE - POST OFFICE NO LONGER IN AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0249 ***********************************************************************
 AG0249  DESIGNATION -  398 FLHD
 AG0249  PID         -  AG0249
 AG0249  STATE/COUNTY-  FL/PINELLAS
 AG0249  USGS QUAD   -  ST PETERSBURG (1987)
 AG0249
 AG0249                         *CURRENT SURVEY CONTROL
 AG0249  ___________________________________________________________________
 AG0249* NAD 83(1986)-  27 49 01.     (N)    082 38 17.     (W)     SCALED    
 AG0249* NAVD 88     -         1.841  (meters)       6.04   (feet)  ADJUSTED  
 AG0249  ___________________________________________________________________
 AG0249  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0249  DYNAMIC HT  -           1.838 (meters)       6.03  (feet)  COMP
 AG0249  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 AG0249
 AG0249  VERT ORDER  -  SECOND    CLASS II
 AG0249
 AG0249.The horizontal coordinates were scaled from a topographic map and have
 AG0249.an estimated accuracy of +/- 6 seconds.
 AG0249
 AG0249.The orthometric height was determined by differential leveling
 AG0249.and adjusted by the National Geodetic Survey in June 1991..
 AG0249
 AG0249.The geoid height was determined by GEOID03.
 AG0249
 AG0249.The dynamic height is computed by dividing the NAVD 88
 AG0249.geopotential number by the normal gravity value computed on the
 AG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0249.degrees latitude (g = 980.6199 gals.).
 AG0249
 AG0249.The modeled gravity was interpolated from observed gravity values.
 AG0249
 AG0249;                    North         East    Units  Estimated Accuracy
 AG0249;SPC FL W     -   386,090.      137,140.      MT  (+/- 180 meters Scaled)
 AG0249
 AG0249                          SUPERSEDED SURVEY CONTROL
 AG0249
 AG0249  NGVD 29 (??/??/92)    2.104  (m)            6.90   (f) ADJ UNCH    2 2
 AG0249
 AG0249.Superseded values are not recommended for survey control.
 AG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0249.See file dsdata.txt to determine how the superseded data were derived.
 AG0249
 AG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386780(NAD 83)
 AG0249_MARKER: DD = SURVEY DISK
 AG0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0249_SP_SET: INLET
 AG0249_STAMPING: 398
 AG0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0249
 AG0249  HISTORY     - Date     Condition        Report By
 AG0249  HISTORY     - UNK      MONUMENTED       FLHD
 AG0249  HISTORY     - 1976     GOOD             NGS
 AG0249  HISTORY     - 1991     GOOD             USPSQD
 AG0249  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AG0249  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG0249  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0249
 AG0249                          STATION DESCRIPTION
 AG0249
 AG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0249'IN ST PETERSBURG.
 AG0249'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0249'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 3.30
 AG0249'MILES TO THE INTERSECTION OF 49TH AVE. N.  STATION ON LEFT, N.E.
 AG0249'CORNER, 49.0 FT. EAST OF THE CENTERLINE OF 4TH ST., 50.6 FT. NORTH OF
 AG0249'THE CENTERLINE OF 49TH AVE. N.  SET IN THE TOP OF A CONCRETE INLET.
 AG0249'SECTION 6, T 31, R 17.
 AG0249
 AG0249                          STATION RECOVERY (1991)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0249'RECOVERED IN GOOD CONDITION.
 AG0249
 AG0249                          STATION RECOVERY (1998)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0249'MARK NOT FOUND.
 AG0249
 AG0249                          STATION RECOVERY (2003)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0249'MARK NOT FOUND.
 AG0249
 AG0249                          STATION RECOVERY (2003)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0249'ROAD HAS BEEN WIDENED AND THE INLETS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6207 ***********************************************************************
 AK6207  DESIGNATION -  39A 1 REF 3
 AK6207  PID         -  AK6207
 AK6207  STATE/COUNTY-  FL/BREVARD
 AK6207  USGS QUAD   -  FALSE CAPE (1984)
 AK6207
 AK6207                         *CURRENT SURVEY CONTROL
 AK6207  ___________________________________________________________________
 AK6207* NAD 83(1990)-  28 36 38.95809(N)    080 36 04.41803(W)     ADJUSTED  
 AK6207* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AK6207  ___________________________________________________________________
 AK6207  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AK6207  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6207
 AK6207  HORZ ORDER  -  SECOND
 AK6207
 AK6207.The horizontal coordinates were established by classical geodetic methods
 AK6207.and adjusted by the National Geodetic Survey in May 1991..
 AK6207
 AK6207.The orthometric height was scaled from a topographic map.
 AK6207
 AK6207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6207
 AK6207.The geoid height was determined by GEOID03.
 AK6207
 AK6207;                    North         East     Units Scale Factor Converg.
 AK6207;SPC FL E     -   473,963.939   238,998.511   MT  0.99995994   +0 11 27.4
 AK6207;SPC FL E     - 1,554,996.69    784,114.28   sFT  0.99995994   +0 11 27.4
 AK6207;UTM  17      - 3,164,934.206   538,985.204   MT  0.99961876   +0 11 27.4
 AK6207
 AK6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6207!SPC FL E     -   1.00000371  x   0.99995994  =   0.99996365
 AK6207!UTM  17      -   1.00000371  x   0.99961876  =   0.99962247
 AK6207
 AK6207|---------------------------------------------------------------------|
 AK6207| PID    Reference Object                     Distance      Geod. Az  |
 AK6207|                                                           dddmmss.s |
 AK6207| AK6205 39A 1 REF 4                          57.803 METERS 14135     |
 AK6207| AK5284 39 A 1                               30.010 METERS 15705     |
 AK6207| AK6240 39A NE TARGET                       398.212 METERS 22457     |
 AK6207|---------------------------------------------------------------------|
 AK6207
 AK6207                          SUPERSEDED SURVEY CONTROL
 AK6207
 AK6207  NAD 83(1986)-  28 36 38.96414(N)    080 36 04.43096(W) AD(       ) 2
 AK6207  NAD 27      -  28 36 37.98424(N)    080 36 05.25650(W) AD(       ) 2
 AK6207
 AK6207.Superseded values are not recommended for survey control.
 AK6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6207.See file dsdata.txt to determine how the superseded data were derived.
 AK6207
 AK6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3898564934(NAD 83)
 AK6207_MARKER: Z = SEE DESCRIPTION
 AK6207_SETTING: 0 = UNSPECIFIED SETTING
 AK6207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6207
 AK6207  HISTORY     - Date     Condition        Report By
 AK6207  HISTORY     - 1966     MONUMENTED       CGS
 AK6207
 AK6207                          STATION DESCRIPTION
 AK6207
 AK6207'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6207'SEE STATION 39 A1
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6205 ***********************************************************************
 AK6205  DESIGNATION -  39A 1 REF 4
 AK6205  PID         -  AK6205
 AK6205  STATE/COUNTY-  FL/BREVARD
 AK6205  USGS QUAD   -  FALSE CAPE (1984)
 AK6205
 AK6205                         *CURRENT SURVEY CONTROL
 AK6205  ___________________________________________________________________
 AK6205* NAD 83(1990)-  28 36 37.48702(N)    080 36 03.09590(W)     ADJUSTED  
 AK6205* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AK6205  ___________________________________________________________________
 AK6205  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AK6205  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6205
 AK6205  HORZ ORDER  -  SECOND
 AK6205
 AK6205.The horizontal coordinates were established by classical geodetic methods
 AK6205.and adjusted by the National Geodetic Survey in May 1991..
 AK6205
 AK6205.The orthometric height was scaled from a topographic map.
 AK6205
 AK6205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6205
 AK6205.The geoid height was determined by GEOID03.
 AK6205
 AK6205;                    North         East     Units Scale Factor Converg.
 AK6205;SPC FL E     -   473,918.772   239,034.578   MT  0.99995997   +0 11 28.1
 AK6205;SPC FL E     - 1,554,848.50    784,232.61   sFT  0.99995997   +0 11 28.1
 AK6205;UTM  17      - 3,164,889.055   539,021.260   MT  0.99961879   +0 11 28.1
 AK6205
 AK6205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6205!SPC FL E     -   1.00000371  x   0.99995997  =   0.99996368
 AK6205!UTM  17      -   1.00000371  x   0.99961879  =   0.99962250
 AK6205
 AK6205|---------------------------------------------------------------------|
 AK6205| PID    Reference Object                     Distance      Geod. Az  |
 AK6205|                                                           dddmmss.s |
 AK6205| AK6240 39A NE TARGET                       395.717 METERS 23317     |
 AK6205| AK5284 39 A 1                               29.978 METERS 30604     |
 AK6205| AK6207 39A 1 REF 3                          57.803 METERS 32135     |
 AK6205|---------------------------------------------------------------------|
 AK6205
 AK6205                          SUPERSEDED SURVEY CONTROL
 AK6205
 AK6205  NAD 83(1986)-  28 36 37.49307(N)    080 36 03.10884(W) AD(       ) 2
 AK6205  NAD 27      -  28 36 36.51313(N)    080 36 03.93436(W) AD(       ) 2
 AK6205
 AK6205.Superseded values are not recommended for survey control.
 AK6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6205.See file dsdata.txt to determine how the superseded data were derived.
 AK6205
 AK6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3902164889(NAD 83)
 AK6205_MARKER: Z = SEE DESCRIPTION
 AK6205_SETTING: 0 = UNSPECIFIED SETTING
 AK6205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6205
 AK6205  HISTORY     - Date     Condition        Report By
 AK6205  HISTORY     - 1966     MONUMENTED       CGS
 AK6205
 AK6205                          STATION DESCRIPTION
 AK6205
 AK6205'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6205'SEE STATION 39 A1
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6204 ***********************************************************************
 AK6204  DESIGNATION -  39A 6 REF 1
 AK6204  PID         -  AK6204
 AK6204  STATE/COUNTY-  FL/BREVARD
 AK6204  USGS QUAD   -  FALSE CAPE (1984)
 AK6204
 AK6204                         *CURRENT SURVEY CONTROL
 AK6204  ___________________________________________________________________
 AK6204* NAD 83(1990)-  28 36 37.07085(N)    080 36 27.67280(W)     ADJUSTED  
 AK6204* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AK6204  ___________________________________________________________________
 AK6204  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6204  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK6204
 AK6204  HORZ ORDER  -  SECOND
 AK6204
 AK6204.The horizontal coordinates were established by classical geodetic methods
 AK6204.and adjusted by the National Geodetic Survey in May 1991..
 AK6204
 AK6204.The orthometric height was scaled from a topographic map.
 AK6204
 AK6204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6204
 AK6204.The geoid height was determined by GEOID03.
 AK6204
 AK6204;                    North         East     Units Scale Factor Converg.
 AK6204;SPC FL E     -   473,903.753   238,366.965   MT  0.99995934   +0 11 16.3
 AK6204;SPC FL E     - 1,554,799.23    782,042.28   sFT  0.99995934   +0 11 16.3
 AK6204;UTM  17      - 3,164,874.040   538,353.874   MT  0.99961815   +0 11 16.3
 AK6204
 AK6204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6204!SPC FL E     -   1.00000371  x   0.99995934  =   0.99996305
 AK6204!UTM  17      -   1.00000371  x   0.99961815  =   0.99962186
 AK6204
 AK6204                          SUPERSEDED SURVEY CONTROL
 AK6204
 AK6204  NAD 83(1986)-  28 36 37.07692(N)    080 36 27.68538(W) AD(       ) 2
 AK6204  NAD 27      -  28 36 36.09682(N)    080 36 28.51057(W) AD(       ) 2
 AK6204
 AK6204.Superseded values are not recommended for survey control.
 AK6204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6204.See file dsdata.txt to determine how the superseded data were derived.
 AK6204
 AK6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3835464874(NAD 83)
 AK6204_MARKER: Z = SEE DESCRIPTION
 AK6204_SETTING: 0 = UNSPECIFIED SETTING
 AK6204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6204
 AK6204  HISTORY     - Date     Condition        Report By
 AK6204  HISTORY     - 1966     MONUMENTED       CGS
 AK6204
 AK6204                          STATION DESCRIPTION
 AK6204
 AK6204'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6204'SEE STATION 39 A6
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6206 ***********************************************************************
 AK6206  DESIGNATION -  39A 6 REF 2
 AK6206  PID         -  AK6206
 AK6206  STATE/COUNTY-  FL/BREVARD
 AK6206  USGS QUAD   -  FALSE CAPE (1984)
 AK6206
 AK6206                         *CURRENT SURVEY CONTROL
 AK6206  ___________________________________________________________________
 AK6206* NAD 83(1990)-  28 36 38.04027(N)    080 36 26.04966(W)     ADJUSTED  
 AK6206* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AK6206  ___________________________________________________________________
 AK6206  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6206  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6206
 AK6206  HORZ ORDER  -  SECOND
 AK6206
 AK6206.The horizontal coordinates were established by classical geodetic methods
 AK6206.and adjusted by the National Geodetic Survey in May 1991..
 AK6206
 AK6206.The orthometric height was scaled from a topographic map.
 AK6206
 AK6206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6206
 AK6206.The geoid height was determined by GEOID03.
 AK6206
 AK6206;                    North         East     Units Scale Factor Converg.
 AK6206;SPC FL E     -   473,933.740   238,410.961   MT  0.99995938   +0 11 17.1
 AK6206;SPC FL E     - 1,554,897.61    782,186.63   sFT  0.99995938   +0 11 17.1
 AK6206;UTM  17      - 3,164,904.018   538,397.855   MT  0.99961820   +0 11 17.1
 AK6206
 AK6206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6206!SPC FL E     -   1.00000371  x   0.99995938  =   0.99996309
 AK6206!UTM  17      -   1.00000371  x   0.99961820  =   0.99962191
 AK6206
 AK6206|---------------------------------------------------------------------|
 AK6206| PID    Reference Object                     Distance      Geod. Az  |
 AK6206|                                                           dddmmss.s |
 AK6206| AK6239 39A NW TARGET                       395.136 METERS 12956     |
 AK6206| AK6242 39 A6 1966                           29.976 METERS 20835     |
 AK6206| AK6204 39A 6 REF 1                          53.246 METERS 23555     |
 AK6206|---------------------------------------------------------------------|
 AK6206
 AK6206                          SUPERSEDED SURVEY CONTROL
 AK6206
 AK6206  NAD 83(1986)-  28 36 38.04631(N)    080 36 26.06229(W) AD(       ) 2
 AK6206  NAD 27      -  28 36 37.06622(N)    080 36 26.88743(W) AD(       ) 2
 AK6206
 AK6206.Superseded values are not recommended for survey control.
 AK6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6206.See file dsdata.txt to determine how the superseded data were derived.
 AK6206
 AK6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3839864904(NAD 83)
 AK6206_MARKER: Z = SEE DESCRIPTION
 AK6206_SETTING: 0 = UNSPECIFIED SETTING
 AK6206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6206
 AK6206  HISTORY     - Date     Condition        Report By
 AK6206  HISTORY     - 1966     MONUMENTED       CGS
 AK6206
 AK6206                          STATION DESCRIPTION
 AK6206
 AK6206'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6206'SEE STATION 39 A6
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6236 ***********************************************************************
 AK6236  DESIGNATION -  39A BM 1
 AK6236  PID         -  AK6236
 AK6236  STATE/COUNTY-  FL/BREVARD
 AK6236  USGS QUAD   -  FALSE CAPE (1984)
 AK6236
 AK6236                         *CURRENT SURVEY CONTROL
 AK6236  ___________________________________________________________________
 AK6236* NAD 83(1990)-  28 36 29.75371(N)    080 36 14.11515(W)     ADJUSTED  
 AK6236* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AK6236  ___________________________________________________________________
 AK6236  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6236  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6236
 AK6236  HORZ ORDER  -  SECOND
 AK6236
 AK6236.The horizontal coordinates were established by classical geodetic methods
 AK6236.and adjusted by the National Geodetic Survey in May 1991..
 AK6236
 AK6236.The orthometric height was scaled from a topographic map.
 AK6236
 AK6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6236
 AK6236.The geoid height was determined by GEOID03.
 AK6236
 AK6236;                    North         East     Units Scale Factor Converg.
 AK6236;SPC FL E     -   473,679.711   238,736.018   MT  0.99995969   +0 11 22.7
 AK6236;SPC FL E     - 1,554,064.19    783,253.09   sFT  0.99995969   +0 11 22.7
 AK6236;UTM  17      - 3,164,650.075   538,722.801   MT  0.99961850   +0 11 22.7
 AK6236
 AK6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6236!SPC FL E     -   1.00000371  x   0.99995969  =   0.99996340
 AK6236!UTM  17      -   1.00000371  x   0.99961850  =   0.99962221
 AK6236
 AK6236|---------------------------------------------------------------------|
 AK6236| PID    Reference Object                     Distance      Geod. Az  |
 AK6236|                                                           dddmmss.s |
 AK6236| AK1155 THIRTY NINE A                        83.971 METERS 18912     |
 AK6236| CA9249 39A BM 1 RM 1                                      27010     |
 AK6236|---------------------------------------------------------------------|
 AK6236
 AK6236                          SUPERSEDED SURVEY CONTROL
 AK6236
 AK6236  NAD 83(1986)-  28 36 29.75988(N)    080 36 14.12795(W) AD(       ) 2
 AK6236  NAD 27      -  28 36 28.77949(N)    080 36 14.95324(W) AD(       ) 2
 AK6236
 AK6236.Superseded values are not recommended for survey control.
 AK6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6236.See file dsdata.txt to determine how the superseded data were derived.
 AK6236
 AK6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3872364650(NAD 83)
 AK6236_MARKER: Z = SEE DESCRIPTION
 AK6236_SETTING: 0 = UNSPECIFIED SETTING
 AK6236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6236
 AK6236  HISTORY     - Date     Condition        Report By
 AK6236  HISTORY     - 1966     MONUMENTED       CGS
 AK6236
 AK6236                          STATION DESCRIPTION
 AK6236
 AK6236'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6236'SEE STATION THIRTY NINE A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6240 ***********************************************************************
 AK6240  DESIGNATION -  39A NE TARGET
 AK6240  PID         -  AK6240
 AK6240  STATE/COUNTY-  FL/BREVARD
 AK6240  USGS QUAD   -  FALSE CAPE (1984)
 AK6240
 AK6240                         *CURRENT SURVEY CONTROL
 AK6240  ___________________________________________________________________
 AK6240* NAD 83(1990)-  28 36 29.80243(N)    080 36 14.77202(W)     ADJUSTED  
 AK6240* NAVD 88     -                                                        
 AK6240  ___________________________________________________________________
 AK6240  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6240  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6240
 AK6240  HORZ ORDER  -  THIRD
 AK6240
 AK6240.The horizontal coordinates were established by classical geodetic methods
 AK6240.and adjusted by the National Geodetic Survey in May 1991..
 AK6240
 AK6240
 AK6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6240
 AK6240.The geoid height was determined by GEOID03.
 AK6240
 AK6240;                    North         East     Units Scale Factor Converg.
 AK6240;SPC FL E     -   473,681.152   238,718.168   MT  0.99995967   +0 11 22.4
 AK6240;SPC FL E     - 1,554,068.91    783,194.52   sFT  0.99995967   +0 11 22.4
 AK6240;UTM  17      - 3,164,651.515   538,704.957   MT  0.99961849   +0 11 22.4
 AK6240
 AK6240                          SUPERSEDED SURVEY CONTROL
 AK6240
 AK6240  NAD 83(1986)-  28 36 29.80854(N)    080 36 14.78488(W) AD(       ) 4
 AK6240  NAD 27      -  28 36 28.83157(N)    080 36 15.60511(W) AD(       ) 3
 AK6240
 AK6240.Superseded values are not recommended for survey control.
 AK6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6240.See file dsdata.txt to determine how the superseded data were derived.
 AK6240
 AK6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870564652(NAD 83)
 AK6240_MARKER: Z = SEE DESCRIPTION
 AK6240_SETTING: 0 = UNSPECIFIED SETTING
 AK6240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6240
 AK6240  HISTORY     - Date     Condition        Report By
 AK6240  HISTORY     - 1966     MONUMENTED       CGS
 AK6240
 AK6240                          STATION DESCRIPTION
 AK6240
 AK6240'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6240'SEE STATION THIRTY NINE A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6239 ***********************************************************************
 AK6239  DESIGNATION -  39A NW TARGET
 AK6239  PID         -  AK6239
 AK6239  STATE/COUNTY-  FL/BREVARD
 AK6239  USGS QUAD   -  FALSE CAPE (1984)
 AK6239
 AK6239                         *CURRENT SURVEY CONTROL
 AK6239  ___________________________________________________________________
 AK6239* NAD 83(1990)-  28 36 29.80277(N)    080 36 14.89596(W)     ADJUSTED  
 AK6239* NAVD 88     -                                                        
 AK6239  ___________________________________________________________________
 AK6239  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6239  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6239
 AK6239  HORZ ORDER  -  THIRD
 AK6239
 AK6239.The horizontal coordinates were established by classical geodetic methods
 AK6239.and adjusted by the National Geodetic Survey in May 1991..
 AK6239
 AK6239
 AK6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6239
 AK6239.The geoid height was determined by GEOID03.
 AK6239
 AK6239;                    North         East     Units Scale Factor Converg.
 AK6239;SPC FL E     -   473,681.151   238,714.801   MT  0.99995967   +0 11 22.4
 AK6239;SPC FL E     - 1,554,068.91    783,183.48   sFT  0.99995967   +0 11 22.4
 AK6239;UTM  17      - 3,164,651.515   538,701.591   MT  0.99961848   +0 11 22.4
 AK6239
 AK6239                          SUPERSEDED SURVEY CONTROL
 AK6239
 AK6239  NAD 83(1986)-  28 36 29.80900(N)    080 36 14.90887(W) AD(       ) 4
 AK6239  NAD 27      -  28 36 28.82525(N)    080 36 15.73044(W) AD(       ) 3
 AK6239
 AK6239.Superseded values are not recommended for survey control.
 AK6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6239.See file dsdata.txt to determine how the superseded data were derived.
 AK6239
 AK6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870264652(NAD 83)
 AK6239_MARKER: Z = SEE DESCRIPTION
 AK6239_SETTING: 0 = UNSPECIFIED SETTING
 AK6239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6239
 AK6239  HISTORY     - Date     Condition        Report By
 AK6239  HISTORY     - 1966     MONUMENTED       CGS
 AK6239
 AK6239                          STATION DESCRIPTION
 AK6239
 AK6239'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6239'SEE STATION THIRTY NINE A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6237 ***********************************************************************
 AK6237  DESIGNATION -  39A SE TARGET
 AK6237  PID         -  AK6237
 AK6237  STATE/COUNTY-  FL/BREVARD
 AK6237  USGS QUAD   -  FALSE CAPE (1984)
 AK6237
 AK6237                         *CURRENT SURVEY CONTROL
 AK6237  ___________________________________________________________________
 AK6237* NAD 83(1990)-  28 36 29.69952(N)    080 36 14.80046(W)     ADJUSTED  
 AK6237* NAVD 88     -                                                        
 AK6237  ___________________________________________________________________
 AK6237  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6237  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6237
 AK6237  HORZ ORDER  -  THIRD
 AK6237
 AK6237.The horizontal coordinates were established by classical geodetic methods
 AK6237.and adjusted by the National Geodetic Survey in May 1991..
 AK6237
 AK6237
 AK6237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6237
 AK6237.The geoid height was determined by GEOID03.
 AK6237
 AK6237;                    North         East     Units Scale Factor Converg.
 AK6237;SPC FL E     -   473,677.982   238,717.406   MT  0.99995967   +0 11 22.4
 AK6237;SPC FL E     - 1,554,058.51    783,192.02   sFT  0.99995967   +0 11 22.4
 AK6237;UTM  17      - 3,164,648.346   538,704.196   MT  0.99961849   +0 11 22.4
 AK6237
 AK6237                          SUPERSEDED SURVEY CONTROL
 AK6237
 AK6237  NAD 83(1986)-  28 36 29.70569(N)    080 36 14.81325(W) AD(       ) 4
 AK6237  NAD 27      -  28 36 28.72616(N)    080 36 15.63848(W) AD(       ) 3
 AK6237
 AK6237.Superseded values are not recommended for survey control.
 AK6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6237.See file dsdata.txt to determine how the superseded data were derived.
 AK6237
 AK6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870464648(NAD 83)
 AK6237_MARKER: Z = SEE DESCRIPTION
 AK6237_SETTING: 0 = UNSPECIFIED SETTING
 AK6237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6237
 AK6237  HISTORY     - Date     Condition        Report By
 AK6237  HISTORY     - 1966     MONUMENTED       CGS
 AK6237
 AK6237                          STATION DESCRIPTION
 AK6237
 AK6237'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6237'SEE STATION THIRTY NINE A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6238 ***********************************************************************
 AK6238  DESIGNATION -  39A SW TARGET
 AK6238  PID         -  AK6238
 AK6238  STATE/COUNTY-  FL/BREVARD
 AK6238  USGS QUAD   -  FALSE CAPE (1984)
 AK6238
 AK6238                         *CURRENT SURVEY CONTROL
 AK6238  ___________________________________________________________________
 AK6238* NAD 83(1990)-  28 36 29.69974(N)    080 36 14.87223(W)     ADJUSTED  
 AK6238* NAVD 88     -                                                        
 AK6238  ___________________________________________________________________
 AK6238  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AK6238  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6238
 AK6238  HORZ ORDER  -  THIRD
 AK6238
 AK6238.The horizontal coordinates were established by classical geodetic methods
 AK6238.and adjusted by the National Geodetic Survey in May 1991..
 AK6238
 AK6238
 AK6238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6238
 AK6238.The geoid height was determined by GEOID03.
 AK6238
 AK6238;                    North         East     Units Scale Factor Converg.
 AK6238;SPC FL E     -   473,677.982   238,715.456   MT  0.99995967   +0 11 22.4
 AK6238;SPC FL E     - 1,554,058.51    783,185.63   sFT  0.99995967   +0 11 22.4
 AK6238;UTM  17      - 3,164,648.346   538,702.246   MT  0.99961848   +0 11 22.4
 AK6238
 AK6238                          SUPERSEDED SURVEY CONTROL
 AK6238
 AK6238  NAD 83(1986)-  28 36 29.70591(N)    080 36 14.88501(W) AD(       ) 4
 AK6238  NAD 27      -  28 36 28.72635(N)    080 36 15.71029(W) AD(       ) 3
 AK6238
 AK6238.Superseded values are not recommended for survey control.
 AK6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6238.See file dsdata.txt to determine how the superseded data were derived.
 AK6238
 AK6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870264648(NAD 83)
 AK6238_MARKER: Z = SEE DESCRIPTION
 AK6238_SETTING: 0 = UNSPECIFIED SETTING
 AK6238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6238
 AK6238  HISTORY     - Date     Condition        Report By
 AK6238  HISTORY     - 1966     MONUMENTED       CGS
 AK6238
 AK6238                          STATION DESCRIPTION
 AK6238
 AK6238'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6238'SEE STATION THIRTY NINE A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6293 ***********************************************************************
 AK6293  DESIGNATION -  39A TARGET N 1
 AK6293  PID         -  AK6293
 AK6293  STATE/COUNTY-  FL/BREVARD
 AK6293  USGS QUAD   -  ORSINO (1976)
 AK6293
 AK6293                         *CURRENT SURVEY CONTROL
 AK6293  ___________________________________________________________________
 AK6293* NAD 83(1990)-  28 37 00.94672(N)    080 38 09.20685(W)     ADJUSTED  
 AK6293* NAVD 88     -        13.09   (+/-2cm)      42.9    (feet)  VERTCON   
 AK6293  ___________________________________________________________________
 AK6293  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AK6293  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK6293
 AK6293  HORZ ORDER  -  SECOND
 AK6293  VERT ORDER  -  THIRD ? (See Below)
 AK6293
 AK6293.The horizontal coordinates were established by classical geodetic methods
 AK6293.and adjusted by the National Geodetic Survey in May 1991..
 AK6293
 AK6293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6293.The vertical order pertains to the NGVD 29 superseded value.
 AK6293
 AK6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6293
 AK6293.The geoid height was determined by GEOID03.
 AK6293
 AK6293;                    North         East     Units Scale Factor Converg.
 AK6293;SPC FL E     -   474,630.040   235,606.456   MT  0.99995682   +0 10 27.8
 AK6293;SPC FL E     - 1,557,182.06    772,985.51   sFT  0.99995682   +0 10 27.8
 AK6293;UTM  17      - 3,165,600.080   535,594.307   MT  0.99961564   +0 10 27.8
 AK6293
 AK6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6293!SPC FL E     -   1.00000237  x   0.99995682  =   0.99995919
 AK6293!UTM  17      -   1.00000237  x   0.99961564  =   0.99961801
 AK6293
 AK6293                          SUPERSEDED SURVEY CONTROL
 AK6293
 AK6293  NAD 83(1986)-  28 37 00.95295(N)    080 38 09.21947(W) AD(       ) 2
 AK6293  NAD 27      -  28 36 59.97311(N)    080 38 10.04317(W) AD(       ) 2
 AK6293  NGVD 29 (07/19/86)   13.48   (m)           44.2    (f) LEVELING    3  
 AK6293
 AK6293.Superseded values are not recommended for survey control.
 AK6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6293.See file dsdata.txt to determine how the superseded data were derived.
 AK6293
 AK6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559465600(NAD 83)
 AK6293_MARKER: Z = SEE DESCRIPTION
 AK6293_SETTING: 0 = UNSPECIFIED SETTING
 AK6293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6293
 AK6293  HISTORY     - Date     Condition        Report By
 AK6293  HISTORY     - 1967     MONUMENTED       CGS
 AK6293  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK6293
 AK6293                          STATION DESCRIPTION
 AK6293
 AK6293'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6293'SEE STATION TAY
 AK6293
 AK6293                          STATION RECOVERY (1997)
 AK6293
 AK6293'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6294 ***********************************************************************
 AK6294  DESIGNATION -  39A TARGET N 2
 AK6294  PID         -  AK6294
 AK6294  STATE/COUNTY-  FL/BREVARD
 AK6294  USGS QUAD   -  ORSINO (1976)
 AK6294
 AK6294                         *CURRENT SURVEY CONTROL
 AK6294  ___________________________________________________________________
 AK6294* NAD 83(1990)-  28 37 08.83748(N)    080 38 09.18142(W)     ADJUSTED  
 AK6294* NAVD 88     -        10.32   (+/-2cm)      33.9    (feet)  VERTCON   
 AK6294  ___________________________________________________________________
 AK6294  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AK6294  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK6294
 AK6294  HORZ ORDER  -  SECOND
 AK6294  VERT ORDER  -  THIRD ? (See Below)
 AK6294
 AK6294.The horizontal coordinates were established by classical geodetic methods
 AK6294.and adjusted by the National Geodetic Survey in May 1991..
 AK6294
 AK6294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6294.The vertical order pertains to the NGVD 29 superseded value.
 AK6294
 AK6294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6294
 AK6294.The geoid height was determined by GEOID03.
 AK6294
 AK6294;                    North         East     Units Scale Factor Converg.
 AK6294;SPC FL E     -   474,872.955   235,606.407   MT  0.99995682   +0 10 27.9
 AK6294;SPC FL E     - 1,557,979.02    772,985.35   sFT  0.99995682   +0 10 27.9
 AK6294;UTM  17      - 3,165,842.912   535,594.258   MT  0.99961564   +0 10 27.9
 AK6294
 AK6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6294!SPC FL E     -   1.00000281  x   0.99995682  =   0.99995963
 AK6294!UTM  17      -   1.00000281  x   0.99961564  =   0.99961845
 AK6294
 AK6294                          SUPERSEDED SURVEY CONTROL
 AK6294
 AK6294  NAD 83(1986)-  28 37 08.84368(N)    080 38 09.19403(W) AD(       ) 2
 AK6294  NAD 27      -  28 37 07.86413(N)    080 38 10.01781(W) AD(       ) 2
 AK6294  NGVD 29 (07/19/86)   10.71   (m)           35.1    (f) LEVELING    3  
 AK6294
 AK6294.Superseded values are not recommended for survey control.
 AK6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6294.See file dsdata.txt to determine how the superseded data were derived.
 AK6294
 AK6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559465843(NAD 83)
 AK6294_MARKER: Z = SEE DESCRIPTION
 AK6294_SETTING: 0 = UNSPECIFIED SETTING
 AK6294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6294
 AK6294  HISTORY     - Date     Condition        Report By
 AK6294  HISTORY     - 1967     MONUMENTED       CGS
 AK6294  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK6294
 AK6294                          STATION DESCRIPTION
 AK6294
 AK6294'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6294'SEE STATION TAY
 AK6294
 AK6294                          STATION RECOVERY (1997)
 AK6294
 AK6294'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6287 ***********************************************************************
 AK6287  DESIGNATION -  39A TARGET S 1
 AK6287  PID         -  AK6287
 AK6287  STATE/COUNTY-  FL/BREVARD
 AK6287  USGS QUAD   -  ORSINO (1976)
 AK6287
 AK6287                         *CURRENT SURVEY CONTROL
 AK6287  ___________________________________________________________________
 AK6287* NAD 83(1990)-  28 35 59.19595(N)    080 38 09.43666(W)     ADJUSTED  
 AK6287* NAVD 88     -        12.12   (+/-2cm)      39.8    (feet)  VERTCON   
 AK6287  ___________________________________________________________________
 AK6287  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AK6287  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK6287
 AK6287  HORZ ORDER  -  SECOND
 AK6287  VERT ORDER  -  THIRD ? (See Below)
 AK6287
 AK6287.The horizontal coordinates were established by classical geodetic methods
 AK6287.and adjusted by the National Geodetic Survey in May 1991..
 AK6287
 AK6287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6287.The vertical order pertains to the NGVD 29 superseded value.
 AK6287
 AK6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6287
 AK6287.The geoid height was determined by GEOID03.
 AK6287
 AK6287;                    North         East     Units Scale Factor Converg.
 AK6287;SPC FL E     -   472,729.057   235,605.996   MT  0.99995682   +0 10 27.4
 AK6287;SPC FL E     - 1,550,945.25    772,984.01   sFT  0.99995682   +0 10 27.4
 AK6287;UTM  17      - 3,163,699.746   535,593.848   MT  0.99961563   +0 10 27.4
 AK6287
 AK6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6287!SPC FL E     -   1.00000252  x   0.99995682  =   0.99995934
 AK6287!UTM  17      -   1.00000252  x   0.99961563  =   0.99961815
 AK6287
 AK6287                          SUPERSEDED SURVEY CONTROL
 AK6287
 AK6287  NAD 83(1986)-  28 35 59.20221(N)    080 38 09.44936(W) AD(       ) 2
 AK6287  NAD 27      -  28 35 58.21941(N)    080 38 10.27244(W) AD(       ) 2
 AK6287  NGVD 29 (07/19/86)   12.51   (m)           41.0    (f) LEVELING    3  
 AK6287
 AK6287.Superseded values are not recommended for survey control.
 AK6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6287.See file dsdata.txt to determine how the superseded data were derived.
 AK6287
 AK6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559463700(NAD 83)
 AK6287_MARKER: Z = SEE DESCRIPTION
 AK6287_SETTING: 0 = UNSPECIFIED SETTING
 AK6287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6287
 AK6287  HISTORY     - Date     Condition        Report By
 AK6287  HISTORY     - 1967     MONUMENTED       CGS
 AK6287  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK6287
 AK6287                          STATION DESCRIPTION
 AK6287
 AK6287'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6287'SEE STATION LIZ
 AK6287
 AK6287                          STATION RECOVERY (1997)
 AK6287
 AK6287'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6289 ***********************************************************************
 AK6289  DESIGNATION -  39A TARGET S 2
 AK6289  PID         -  AK6289
 AK6289  STATE/COUNTY-  FL/BREVARD
 AK6289  USGS QUAD   -  ORSINO (1976)
 AK6289
 AK6289                         *CURRENT SURVEY CONTROL
 AK6289  ___________________________________________________________________
 AK6289* NAD 83(1990)-  28 36 01.11167(N)    080 38 09.42943(W)     ADJUSTED  
 AK6289* NAVD 88     -        12.72   (+/-2cm)      41.7    (feet)  VERTCON   
 AK6289  ___________________________________________________________________
 AK6289  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AK6289  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK6289
 AK6289  HORZ ORDER  -  SECOND
 AK6289  VERT ORDER  -  THIRD ? (See Below)
 AK6289
 AK6289.The horizontal coordinates were established by classical geodetic methods
 AK6289.and adjusted by the National Geodetic Survey in May 1991..
 AK6289
 AK6289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6289.The vertical order pertains to the NGVD 29 superseded value.
 AK6289
 AK6289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6289
 AK6289.The geoid height was determined by GEOID03.
 AK6289
 AK6289;                    North         East     Units Scale Factor Converg.
 AK6289;SPC FL E     -   472,788.032   235,606.013   MT  0.99995682   +0 10 27.4
 AK6289;SPC FL E     - 1,551,138.73    772,984.06   sFT  0.99995682   +0 10 27.4
 AK6289;UTM  17      - 3,163,758.700   535,593.865   MT  0.99961563   +0 10 27.4
 AK6289
 AK6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6289!SPC FL E     -   1.00000243  x   0.99995682  =   0.99995925
 AK6289!UTM  17      -   1.00000243  x   0.99961563  =   0.99961806
 AK6289
 AK6289                          SUPERSEDED SURVEY CONTROL
 AK6289
 AK6289  NAD 83(1986)-  28 36 01.11793(N)    080 38 09.44212(W) AD(       ) 2
 AK6289  NAD 27      -  28 36 00.13520(N)    080 38 10.26523(W) AD(       ) 2
 AK6289  NGVD 29 (07/19/86)   13.11   (m)           43.0    (f) LEVELING    3  
 AK6289
 AK6289.Superseded values are not recommended for survey control.
 AK6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6289.See file dsdata.txt to determine how the superseded data were derived.
 AK6289
 AK6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559463759(NAD 83)
 AK6289_MARKER: Z = SEE DESCRIPTION
 AK6289_SETTING: 0 = UNSPECIFIED SETTING
 AK6289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6289
 AK6289  HISTORY     - Date     Condition        Report By
 AK6289  HISTORY     - 1967     MONUMENTED       CGS
 AK6289
 AK6289                          STATION DESCRIPTION
 AK6289
 AK6289'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6289'SEE STATION LIZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6327 ***********************************************************************
 AK6327  DESIGNATION -  39B 5 1966
 AK6327  PID         -  AK6327
 AK6327  STATE/COUNTY-  FL/BREVARD
 AK6327  USGS QUAD   -  WILSON (1979)
 AK6327
 AK6327                         *CURRENT SURVEY CONTROL
 AK6327  ___________________________________________________________________
 AK6327* NAD 83(1990)-  28 37 37.50212(N)    080 37 29.74046(W)     ADJUSTED  
 AK6327* NAVD 88     -         5.08   (+/-2cm)      16.7    (feet)  VERTCON   
 AK6327  ___________________________________________________________________
 AK6327  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AK6327  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AK6327
 AK6327  HORZ ORDER  -  SECOND
 AK6327  VERT ORDER  -  THIRD ? (See Below)
 AK6327
 AK6327.The horizontal coordinates were established by classical geodetic methods
 AK6327.and adjusted by the National Geodetic Survey in May 1991..
 AK6327
 AK6327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6327.The vertical order pertains to the NGVD 29 superseded value.
 AK6327
 AK6327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6327
 AK6327.The geoid height was determined by GEOID03.
 AK6327
 AK6327;                    North         East     Units Scale Factor Converg.
 AK6327;SPC FL E     -   475,758.693   236,675.002   MT  0.99995777   +0 10 46.9
 AK6327;SPC FL E     - 1,560,884.98    776,491.24   sFT  0.99995777   +0 10 46.9
 AK6327;UTM  17      - 3,166,728.348   536,662.489   MT  0.99961659   +0 10 46.9
 AK6327
 AK6327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6327!SPC FL E     -   1.00000363  x   0.99995777  =   0.99996140
 AK6327!UTM  17      -   1.00000363  x   0.99961659  =   0.99962022
 AK6327
 AK6327:                Primary Azimuth Mark                     Grid Az
 AK6327:SPC FL E     -  THIRTY NINE B                            100 43 00.8
 AK6327:UTM  17      -  THIRTY NINE B                            100 43 00.8
 AK6327
 AK6327|---------------------------------------------------------------------|
 AK6327| PID    Reference Object                     Distance      Geod. Az  |
 AK6327|                                                           dddmmss.s |
 AK6327| AK0898 THIRTY NINE B                       411.296 METERS 1005347.7 |
 AK6327| AK1123 RAMP B                              APPROX. 0.5 KM 1313450.9 |
 AK6327| AK1124 39 B 4                              398.885 METERS 14946     |
 AK6327| AK6328 CZR 39B 5 1967                       33.115 METERS 35526     |
 AK6327|---------------------------------------------------------------------|
 AK6327
 AK6327                          SUPERSEDED SURVEY CONTROL
 AK6327
 AK6327  NAD 83(1986)-  28 37 37.50828(N)    080 37 29.75247(W) AD(       ) 2
 AK6327  NAD 27      -  28 37 36.53015(N)    080 37 30.57763(W) AD(       ) 2
 AK6327  NGVD 29 (07/19/86)    5.46   (m)           17.9    (f) LEVELING    3  
 AK6327
 AK6327.Superseded values are not recommended for survey control.
 AK6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6327.See file dsdata.txt to determine how the superseded data were derived.
 AK6327
 AK6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3666266728(NAD 83)
 AK6327_MARKER: DD = SURVEY DISK
 AK6327_SETTING: 0 = UNSPECIFIED SETTING
 AK6327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6327
 AK6327  HISTORY     - Date     Condition        Report By
 AK6327  HISTORY     - 1966     MONUMENTED       CGS
 AK6327
 AK6327                          STATION DESCRIPTION
 AK6327
 AK6327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK6327'LOCATED ON KENNEDY SPACE CENTER, ON COMPLEX 39B, NEAR CZR CAMERA
 AK6327'PAD NO.5, WHICH IS WEST OF THE LAUNCH PAD.  IT IS 15 FEET EAST OF
 AK6327'THE WEST EDGE OF THE PAD, 7 FEET WEST OF THE EAST EDGE OF THE PAD,
 AK6327'SET IN A DRILL HOLE NEAR THE SOUTH END OF THE PAD, AND STAMPED
 AK6327'39B-5 1967.
 AK6327'
 AK6327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5023 ***********************************************************************
 DG5023  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5023  DESIGNATION -  3A 4
 DG5023  PID         -  DG5023
 DG5023  STATE/COUNTY-  FL/BROWARD
 DG5023  USGS QUAD   -  CUSTARD APPLE HAMMOC (1973)
 DG5023
 DG5023                         *CURRENT SURVEY CONTROL
 DG5023  ___________________________________________________________________
 DG5023* NAD 83(1999)-  25 58 27.91309(N)    080 40 08.04065(W)     ADJUSTED  
 DG5023* NAVD 88     -         3.97   (meters)      13.0    (feet)  GPS OBS   
 DG5023  ___________________________________________________________________
 DG5023  X           -     930,282.554 (meters)                     COMP
 DG5023  Y           -  -5,661,625.717 (meters)                     COMP
 DG5023  Z           -   2,776,505.555 (meters)                     COMP
 DG5023  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DG5023  ELLIP HEIGHT-         -20.56  (meters)          (04/07/04) GPS OBS
 DG5023  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DG5023
 DG5023  HORZ ORDER  -  FIRST
 DG5023  ELLP ORDER  -  SECOND    CLASS II
 DG5023
 DG5023.The horizontal coordinates were established by GPS observations
 DG5023.and adjusted by the FL DEPT OF ENV PRO in April 2004..
 DG5023
 DG5023.The orthometric height was determined by GPS observations and a
 DG5023.high-resolution geoid model using precise GPS observation and
 DG5023.processing techniques.
 DG5023
 DG5023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5023
 DG5023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5023
 DG5023.The ellipsoidal height was determined by GPS observations
 DG5023.and is referenced to NAD 83.
 DG5023
 DG5023.The geoid height was determined by GEOID03.
 DG5023
 DG5023;                    North         East     Units Scale Factor Converg.
 DG5023;SPC FL E     -   181,823.051   233,154.297   MT  0.99995474   +0 08 42.0
 DG5023;SPC FL E     -   596,531.13    764,940.39   sFT  0.99995474   +0 08 42.0
 DG5023;UTM  17      - 2,872,892.996   533,142.985   MT  0.99961356   +0 08 42.0
 DG5023
 DG5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5023!SPC FL E     -   1.00000323  x   0.99995474  =   0.99995797
 DG5023!UTM  17      -   1.00000323  x   0.99961356  =   0.99961679
 DG5023
 DG5023                          SUPERSEDED SURVEY CONTROL
 DG5023
 DG5023.No superseded survey control is available for this station.
 DG5023
 DG5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3314372893(NAD 83)
 DG5023_MARKER: F = FLANGE-ENCASED ROD
 DG5023_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5023+WITH SETTING: INFORMATION.
 DG5023_STAMPING: 3A-4 2003
 DG5023_MARK LOGO: FLDEP 
 DG5023_PROJECTION: PROJECTING 226 CENTIMETERS
 DG5023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5023+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 DG5023_ROD/PIPE-DEPTH:  2.8 meters
 DG5023
 DG5023  HISTORY     - Date     Condition        Report By
 DG5023  HISTORY     - 20030107 MONUMENTED       FLDEP
 DG5023
 DG5023                          STATION DESCRIPTION
 DG5023
 DG5023'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5023'THE MARK IS ABOUT 66.0 MI EAST OF NAPLES, 32.0 MI WEST OF HALLANDALE,
 DG5023'18.5 MI SOUTHWEST OF ANDYTOWN, ESTIMATED SECTION 20, TOWNSHIP 51
 DG5023'SOUTH, RANGE 37 EAST.
 DG5023' 
 DG5023'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5023'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5023'12.2 MI TO A REST-AREA AND BOAT RAMP ON THE SOUTH SIDE OF THE
 DG5023'INTERSTATE, NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS FOR ABOUT
 DG5023'11.9 MI SOUTH-SOUTHWEST (189 DEGREES) FROM THE BOAT RAMP IN A STRAIGHT
 DG5023'LINE, THE MARK IS IN AN 8.0 FT BY 10.0 FT WOODEN PLATFORM THAT IS
 DG5023'BUILT ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5023'ATMOSPHERIC INSTRUMENTS, THE PLATFORM IS LOCATED ABOUT 350.0 FT
 DG5023'SOUTH-SOUTHEAST OF A METAL PLATFORM WITH A RADIO TRANSMITTER TOWER
 DG5023'ATTACHED, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.2
 DG5023'FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE DRIVEN INTO THE HARBOR
 DG5023'BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED COUPLING WITH A
 DG5023'MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE 4-INCH DIAMETER PVC
 DG5023'PIPE, THE PVC PIPE PROJECTS 7.4 FT ABOVE THE HARBOR BOTTOM, THE DATUM
 DG5023'POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE PVC PIPE, NO CONCRETE
 DG5023'WAS POURED AROUND THE PVC PIPE, ROCKS WERE POURED INSIDE OF THE PVC
 DG5023'PIPE TO STABILIZE THE STAINLESS STEEL ROD, A 1-INCH BY 3-INCH ALUMINUM
 DG5023'TAG WAS ATTACHED WITH RIVETS TO THE TOP OF THE PVC PIPE AND THE
 DG5023'DESIGNATION WAS STAMPED INTO THE TAG.
 DG5023' 
 DG5023'LOCATED 8.2 FT WEST-NORTHWEST OF THE EAST CORNER OF THE PLATFORM, 5.2
 DG5023'FT SOUTHEAST OF THE WEST CORNER OF THE PLATFORM, 4.9 FT SOUTHEAST OF A
 DG5023'FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING
 DG5023'STAINLESS STEEL ONE AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE
 DG5023'WEST SIDE OF THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE SOUTHWEST SIDE
 DG5023'OF THE PLATFORM AND 5.3 FT SOUTHEAST OF A WITNESS POST.
 DG5023' 
 DG5023'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE WOODEN
 DG5023'PLATFORM.
 DG5023' 
 DG5023'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5023' 
 DG5023'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5023'MANAGEMENT DISTRICT.
 DG5023' 
 DG5023'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5023'METHOD OF FINDING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5024 ***********************************************************************
 DG5024  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5024  DESIGNATION -  3AN1 GW 1
 DG5024  PID         -  DG5024
 DG5024  STATE/COUNTY-  FL/BROWARD
 DG5024  USGS QUAD   -  EAST OF LONE PALM (1973)
 DG5024
 DG5024                         *CURRENT SURVEY CONTROL
 DG5024  ___________________________________________________________________
 DG5024* NAD 83(1999)-  26 11 16.35918(N)    080 44 25.25444(W)     ADJUSTED  
 DG5024* NAVD 88     -         4.15   (meters)      13.6    (feet)  GPS OBS   
 DG5024  ___________________________________________________________________
 DG5024  X           -     921,548.779 (meters)                     COMP
 DG5024  Y           -  -5,652,519.900 (meters)                     COMP
 DG5024  Z           -   2,797,746.153 (meters)                     COMP
 DG5024  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DG5024  ELLIP HEIGHT-         -20.53  (meters)          (04/07/04) GPS OBS
 DG5024  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DG5024
 DG5024  HORZ ORDER  -  FIRST
 DG5024  ELLP ORDER  -  SECOND    CLASS II
 DG5024
 DG5024.The horizontal coordinates were established by GPS observations
 DG5024.and adjusted by the FL DEPT OF ENV PRO in April 2004..
 DG5024
 DG5024.The orthometric height was determined by GPS observations and a
 DG5024.high-resolution geoid model using precise GPS observation and
 DG5024.processing techniques.
 DG5024
 DG5024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5024
 DG5024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5024
 DG5024.The ellipsoidal height was determined by GPS observations
 DG5024.and is referenced to NAD 83.
 DG5024
 DG5024.The geoid height was determined by GEOID03.
 DG5024
 DG5024;                    North         East     Units Scale Factor Converg.
 DG5024;SPC FL E     -   205,454.422   225,952.757   MT  0.99994949   +0 06 52.5
 DG5024;SPC FL E     -   674,061.72    741,313.34   sFT  0.99994949   +0 06 52.5
 DG5024;UTM  17      - 2,896,516.304   525,943.902   MT  0.99960831   +0 06 52.5
 DG5024
 DG5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5024!SPC FL E     -   1.00000323  x   0.99994949  =   0.99995272
 DG5024!UTM  17      -   1.00000323  x   0.99960831  =   0.99961153
 DG5024
 DG5024|---------------------------------------------------------------------|
 DG5024| PID    Reference Object                     Distance      Geod. Az  |
 DG5024|                                                           dddmmss.s |
 DG5024| DG5025 3AN1 GW 2                           261.571 METERS 09632     |
 DG5024| DG5026 3AN1 GW 3                           479.702 METERS 1643852.5 |
 DG5024|---------------------------------------------------------------------|
 DG5024
 DG5024                          SUPERSEDED SURVEY CONTROL
 DG5024
 DG5024.No superseded survey control is available for this station.
 DG5024
 DG5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2594496516(NAD 83)
 DG5024_MARKER: F = FLANGE-ENCASED ROD
 DG5024_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5024+WITH SETTING: INFORMATION.
 DG5024_STAMPING: 3AN1-GW-1 2003
 DG5024_MARK LOGO: FLDEP 
 DG5024_PROJECTION: PROJECTING 140 CENTIMETERS
 DG5024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5024+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5024_ROD/PIPE-DEPTH:  2.8 meters
 DG5024
 DG5024  HISTORY     - Date     Condition        Report By
 DG5024  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5024
 DG5024                          STATION DESCRIPTION
 DG5024
 DG5024'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5024'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.8 MI
 DG5024'WEST-NORTHWEST OF ANDYTOWN, 4.8 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5024'STRAIGHT LINE, ESTIMATED SECTION 28, TOWNSHIP 49 SOUTH, RANGE 36 EAST.
 DG5024'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5024'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5024'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5024'AIRBOAT GO NORTHWESTERLY FOR 4.9 MI ALONG VARIOUS AIRBOAT TRAILS TO A
 DG5024'TREE ISLAND AND THE MARK, THE MARK IS NORTHWEST OF THE NORTHWEST END
 DG5024'OF THE TREE ISLAND IN A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT
 DG5024'ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5024'ATMOSPHERIC INSTRUMENTS, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG5024'DEPTH OF 9.3 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE WAS DRIVEN INTO
 DG5024'THE HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED
 DG5024'COUPLING WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE
 DG5024'4-INCH DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.3 FT ABOVE THE
 DG5024'HARBOR BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE
 DG5024'PVC PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE
 DG5024'POURED INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A
 DG5024'1-INCH BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF
 DG5024'THE PVC PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5024' 
 DG5024'LOCATED 3.6 FT SOUTH OF A PVC PIPE, 3.3 FT NORTHWEST OF THE SOUTHEAST
 DG5024'CORNER OF THE PLATFORM, 3.2 FT NORTHEAST OF A FLORIDA DEPARTMENT OF
 DG5024'ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING STAINLESS STEEL ONE
 DG5024'AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE SOUTHWEST CORNER OF
 DG5024'THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE SOUTHWEST SIDE OF THE
 DG5024'PLATFORM AND 3.1 FT NORTHEAST OF A WITNESS POST.
 DG5024' 
 DG5024'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE PLATFORM.
 DG5024' 
 DG5024'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5024' 
 DG5024'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5024'MANAGEMENT DISTRICT.
 DG5024' 
 DG5024'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5024'METHOD OF FINDING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5025 ***********************************************************************
 DG5025  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5025  DESIGNATION -  3AN1 GW 2
 DG5025  PID         -  DG5025
 DG5025  STATE/COUNTY-  FL/BROWARD
 DG5025  USGS QUAD   -  EAST OF LONE PALM (1973)
 DG5025
 DG5025                         *CURRENT SURVEY CONTROL
 DG5025  ___________________________________________________________________
 DG5025* NAD 83(1999)-  26 11 15.39101(N)    080 44 15.89525(W)     ADJUSTED  
 DG5025* NAVD 88     -         4.17   (meters)      13.7    (feet)  GPS OBS   
 DG5025  ___________________________________________________________________
 DG5025  X           -     921,807.378 (meters)                     COMP
 DG5025  Y           -  -5,652,491.075 (meters)                     COMP
 DG5025  Z           -   2,797,719.425 (meters)                     COMP
 DG5025  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 DG5025  ELLIP HEIGHT-         -20.51  (meters)          (04/07/04) GPS OBS
 DG5025  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DG5025
 DG5025  HORZ ORDER  -  FIRST
 DG5025  ELLP ORDER  -  SECOND    CLASS II
 DG5025
 DG5025.The horizontal coordinates were established by GPS observations
 DG5025.and adjusted by the FL DEPT OF ENV PRO in April 2004..
 DG5025
 DG5025.The orthometric height was determined by GPS observations and a
 DG5025.high-resolution geoid model using precise GPS observation and
 DG5025.processing techniques.
 DG5025
 DG5025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5025
 DG5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5025
 DG5025.The ellipsoidal height was determined by GPS observations
 DG5025.and is referenced to NAD 83.
 DG5025
 DG5025.The geoid height was determined by GEOID03.
 DG5025
 DG5025;                    North         East     Units Scale Factor Converg.
 DG5025;SPC FL E     -   205,425.150   226,212.672   MT  0.99994966   +0 06 56.6
 DG5025;SPC FL E     -   673,965.68    742,166.07   sFT  0.99994966   +0 06 56.6
 DG5025;UTM  17      - 2,896,487.042   526,203.728   MT  0.99960848   +0 06 56.6
 DG5025
 DG5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5025!SPC FL E     -   1.00000322  x   0.99994966  =   0.99995288
 DG5025!UTM  17      -   1.00000322  x   0.99960848  =   0.99961170
 DG5025
 DG5025:                Primary Azimuth Mark                     Grid Az
 DG5025:SPC FL E     -  3AN1 GW 3                                196 57 07.1
 DG5025:UTM  17      -  3AN1 GW 3                                196 57 07.1
 DG5025
 DG5025|---------------------------------------------------------------------|
 DG5025| PID    Reference Object                     Distance      Geod. Az  |
 DG5025|                                                           dddmmss.s |
 DG5025| DG5026 3AN1 GW 3                           452.728 METERS 1970403.7 |
 DG5025|---------------------------------------------------------------------|
 DG5025
 DG5025                          SUPERSEDED SURVEY CONTROL
 DG5025
 DG5025.No superseded survey control is available for this station.
 DG5025
 DG5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2620496487(NAD 83)
 DG5025_MARKER: F = FLANGE-ENCASED ROD
 DG5025_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5025+WITH SETTING: INFORMATION.
 DG5025_STAMPING: 3AN1-GW-2 2003
 DG5025_MARK LOGO: FLDEP 
 DG5025_PROJECTION: PROJECTING 142 CENTIMETERS
 DG5025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5025+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5025_ROD/PIPE-DEPTH:  2.6 meters
 DG5025
 DG5025  HISTORY     - Date     Condition        Report By
 DG5025  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5025
 DG5025                          STATION DESCRIPTION
 DG5025
 DG5025'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5025'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.7 MI
 DG5025'WEST-NORTHWEST OF ANDYTOWN, 4.7 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5025'STRAIGHT LINE, ESTIMATED IN SECTION 29, TOWNSHIP 53 SOUTH, RANGE 36
 DG5025'EAST.
 DG5025' 
 DG5025'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5025'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5025'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5025'AIRBOAT GO NORTHWESTERLY FOR 4.75 MI ALONG VARIOUS AIRBOAT TRAILS TO A
 DG5025'TREE ISLAND AND THE MARK, THE MARK IS NORTHEAST OF THE NORTHEAST END
 DG5025'OF THE TREE ISLAND, IN A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT
 DG5025'ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5025'ATMOSPHERIC INSTRUMENTS, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DG5025'DEPTH OF 8.5 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE DRIVEN INTO THE
 DG5025'HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED COUPLING
 DG5025'WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE 4-INCH
 DG5025'DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.7 FT ABOVE THE HARBOR
 DG5025'BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE PVC
 DG5025'PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE POURED
 DG5025'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A 1-INCH
 DG5025'BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF THE PVC
 DG5025'PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5025' 
 DG5025'LOCATED 5.1 FT SOUTHWEST OF A WATER LEVEL STAFF, 3.8 FT SOUTHEAST OF
 DG5025'THE NORTHWEST CORNER OF THE PLATFORM, 3.7 FT NORTHEAST OF THE
 DG5025'NORTHEAST CORNER OF THE PLATFORM, 3.3 FT NORTHEAST OF A FLORIDA
 DG5025'DEPARTMENT OF ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING
 DG5025'STAINLESS STEEL ONE AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE
 DG5025'SOUTHWEST CORNER OF THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE
 DG5025'SOUTHWEST SIDE OF THE PLATFORM AND 3.2 FT NORTHEAST OF A WITNESS POST.
 DG5025'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE PLATFORM.
 DG5025' 
 DG5025'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5025' 
 DG5025'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5025'MANAGEMENT DISTRICT.
 DG5025' 
 DG5025'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5025'METHOD OF FINDING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5026 ***********************************************************************
 DG5026  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5026  DESIGNATION -  3AN1 GW 3
 DG5026  PID         -  DG5026
 DG5026  STATE/COUNTY-  FL/BROWARD
 DG5026  USGS QUAD   -  EAST OF LONE PALM (1973)
 DG5026
 DG5026                         *CURRENT SURVEY CONTROL
 DG5026  ___________________________________________________________________
 DG5026* NAD 83(1999)-  26 11 01.32809(N)    080 44 20.68064(W)     ADJUSTED  
 DG5026* NAVD 88     -         4.13   (meters)      13.5    (feet)  GPS OBS   
 DG5026  ___________________________________________________________________
 DG5026  X           -     921,706.969 (meters)                     COMP
 DG5026  Y           -  -5,652,700.925 (meters)                     COMP
 DG5026  Z           -   2,797,331.041 (meters)                     COMP
 DG5026  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 DG5026  ELLIP HEIGHT-         -20.54  (meters)          (04/07/04) GPS OBS
 DG5026  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 DG5026
 DG5026  HORZ ORDER  -  FIRST
 DG5026  ELLP ORDER  -  SECOND    CLASS II
 DG5026
 DG5026.The horizontal coordinates were established by GPS observations
 DG5026.and adjusted by the FL DEPT OF ENV PRO in April 2004..
 DG5026
 DG5026.The orthometric height was determined by GPS observations and a
 DG5026.high-resolution geoid model using precise GPS observation and
 DG5026.processing techniques.
 DG5026
 DG5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5026
 DG5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5026
 DG5026.The ellipsoidal height was determined by GPS observations
 DG5026.and is referenced to NAD 83.
 DG5026
 DG5026.The geoid height was determined by GEOID03.
 DG5026
 DG5026;                    North         East     Units Scale Factor Converg.
 DG5026;SPC FL E     -   204,992.116   226,080.677   MT  0.99994957   +0 06 54.5
 DG5026;SPC FL E     -   672,544.97    741,733.02   sFT  0.99994957   +0 06 54.5
 DG5026;UTM  17      - 2,896,054.155   526,071.778   MT  0.99960839   +0 06 54.5
 DG5026
 DG5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5026!SPC FL E     -   1.00000323  x   0.99994957  =   0.99995280
 DG5026!UTM  17      -   1.00000323  x   0.99960839  =   0.99961162
 DG5026
 DG5026:                Primary Azimuth Mark                     Grid Az
 DG5026:SPC FL E     -  3AN1 GW 2                                016 57 07.1
 DG5026:UTM  17      -  3AN1 GW 2                                016 57 07.1
 DG5026
 DG5026|---------------------------------------------------------------------|
 DG5026| PID    Reference Object                     Distance      Geod. Az  |
 DG5026|                                                           dddmmss.s |
 DG5026| DG5025 3AN1 GW 2                           452.728 METERS 0170401.6 |
 DG5026| DG5024 3AN1 GW 1                           479.702 METERS 3443854.5 |
 DG5026| DG5027 3AN1 GW 4B                          298.822 METERS 34949     |
 DG5026|---------------------------------------------------------------------|
 DG5026
 DG5026                          SUPERSEDED SURVEY CONTROL
 DG5026
 DG5026.No superseded survey control is available for this station.
 DG5026
 DG5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2607296054(NAD 83)
 DG5026_MARKER: F = FLANGE-ENCASED ROD
 DG5026_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5026+WITH SETTING: INFORMATION.
 DG5026_STAMPING: 3AN1-GW-3 2003
 DG5026_MARK LOGO: FLDEP 
 DG5026_PROJECTION: PROJECTING 132 CENTIMETERS
 DG5026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5026+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5026_ROD/PIPE-DEPTH:  3.0 meters
 DG5026
 DG5026  HISTORY     - Date     Condition        Report By
 DG5026  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5026
 DG5026                          STATION DESCRIPTION
 DG5026
 DG5026'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5026'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.7 MI
 DG5026'WEST-NORTHWEST OF ANDYTOWN, 4.6 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5026'STRAIGHT LINE, ESTIMATED IN SECTION 29, TOWNSHIP 53 SOUTH, RANGE 36
 DG5026'EAST.
 DG5026' 
 DG5026'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5026'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5026'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5026'AIRBOAT GO NORTHWESTERLY ALONG VARIOUS AIRBOAT TRAILS FOR 4.7 MI TO A
 DG5026'TREE ISLAND AND THE MARK, THE MARK IS SOUTHWEST OF THE SOUTHWEST END
 DG5026'OF THE TREE ISLAND IN A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT
 DG5026'ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5026'ATMOSPHERIC INSTRUMENTS, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DG5026'DEPTH OF 9.8 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE WAS DRIVEN INTO
 DG5026'THE HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED
 DG5026'COUPLING WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE
 DG5026'4-INCH DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.3 FT ABOVE THE
 DG5026'HARBOR BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE
 DG5026'PVC PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE
 DG5026'POURED INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A
 DG5026'1-INCH BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF
 DG5026'THE PVC PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5026' 
 DG5026'LOCATED 3.4 FT SOUTH OF THE CENTER OF A 12-INCH DIAMETER STILL WELL,
 DG5026'3.3 FT NORTHWEST OF THE SOUTHEAST CORNER OF THE PLATFORM, 2.9 FT
 DG5026'NORTHEAST OF A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 DG5026'SURVEYING AND MAPPING STAINLESS STEEL ONE AND FIVE-EIGHTH INCH
 DG5026'DIAMETER MARKER SET IN THE SOUTHWEST CORNER OF THE PLATFORM AND 2.8 FT
 DG5026'NORTHEAST OF A WITNESS POST.
 DG5026' 
 DG5026'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE PLATFORM.
 DG5026' 
 DG5026'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5026' 
 DG5026'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5026'MANAGEMENT DISTRICT.
 DG5026' 
 DG5026'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5026'METHOD OF FINDING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5027 ***********************************************************************
 DG5027  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5027  DESIGNATION -  3AN1 GW 4B
 DG5027  PID         -  DG5027
 DG5027  STATE/COUNTY-  FL/BROWARD
 DG5027  USGS QUAD   -  EAST OF LONE PALM (1973)
 DG5027
 DG5027                         *CURRENT SURVEY CONTROL
 DG5027  ___________________________________________________________________
 DG5027* NAD 83(1999)-  26 11 10.88485(N)    080 44 22.58405(W)     ADJUSTED  
 DG5027* NAVD 88     -         3.46   (meters)      11.4    (feet)  GPS OBS   
 DG5027  ___________________________________________________________________
 DG5027  X           -     921,633.824 (meters)                     COMP
 DG5027  Y           -  -5,652,580.745 (meters)                     COMP
 DG5027  Z           -   2,797,594.672 (meters)                     COMP
 DG5027  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DG5027  ELLIP HEIGHT-         -21.21  (meters)          (04/07/04) GPS OBS
 DG5027  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 DG5027
 DG5027  HORZ ORDER  -  FIRST
 DG5027  ELLP ORDER  -  SECOND    CLASS II
 DG5027
 DG5027.The horizontal coordinates were established by GPS observations
 DG5027.and adjusted by the FL DEPT OF ENV PRO in April 2004..
 DG5027
 DG5027.The orthometric height was determined by GPS observations and a
 DG5027.high-resolution geoid model using precise GPS observation and
 DG5027.processing techniques.
 DG5027
 DG5027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5027
 DG5027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5027
 DG5027.The ellipsoidal height was determined by GPS observations
 DG5027.and is referenced to NAD 83.
 DG5027
 DG5027.The geoid height was determined by GEOID03.
 DG5027
 DG5027;                    North         East     Units Scale Factor Converg.
 DG5027;SPC FL E     -   205,286.106   226,027.238   MT  0.99994954   +0 06 53.7
 DG5027;SPC FL E     -   673,509.50    741,557.70   sFT  0.99994954   +0 06 53.7
 DG5027;UTM  17      - 2,896,348.044   526,018.357   MT  0.99960836   +0 06 53.7
 DG5027
 DG5027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5027!SPC FL E     -   1.00000333  x   0.99994954  =   0.99995287
 DG5027!UTM  17      -   1.00000333  x   0.99960836  =   0.99961169
 DG5027
 DG5027|---------------------------------------------------------------------|
 DG5027| PID    Reference Object                     Distance      Geod. Az  |
 DG5027|                                                           dddmmss.s |
 DG5027| DG5025 3AN1 GW 2                           231.786 METERS 05315     |
 DG5027| DG5026 3AN1 GW 3                           298.822 METERS 16949     |
 DG5027| DG5024 3AN1 GW 1                           184.068 METERS 33615     |
 DG5027|---------------------------------------------------------------------|
 DG5027
 DG5027                          SUPERSEDED SURVEY CONTROL
 DG5027
 DG5027.No superseded survey control is available for this station.
 DG5027
 DG5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2601896348(NAD 83)
 DG5027_MARKER: F = FLANGE-ENCASED ROD
 DG5027_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5027+WITH SETTING: INFORMATION.
 DG5027_STAMPING: 3AN1-GW-4B 2003
 DG5027_MARK LOGO: FLDEP 
 DG5027_PROJECTION: PROJECTING 46 CENTIMETERS
 DG5027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5027+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5027_ROD/PIPE-DEPTH:  2.0 meters
 DG5027
 DG5027  HISTORY     - Date     Condition        Report By
 DG5027  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5027
 DG5027                          STATION DESCRIPTION
 DG5027
 DG5027'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5027'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.7 MI
 DG5027'WEST-NORTHWEST OF ANDYTOWN, 4.7 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5027'STRAIGHT LINE, ESTIMATED IN SECTION 29, TOWNSHIP 53 SOUTH, RANGE 36
 DG5027'EAST.
 DG5027' 
 DG5027'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5027'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5027'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5027'AIRBOAT GO NORTHWESTERLY ALONG VARIOUS AIRBOAT TRAILS FOR 4.8 MI TO A
 DG5027'TREE ISLAND AND THE MARK, THE MARK IS SOUTHWEST OF THE TREE ISLAND IN
 DG5027'A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT ABOVE THE WATER, THIS IS
 DG5027'THE FIRST OF TWO PLATFORMS CONNECTED BY A WALKWAY, THE FIRST PLATFORM
 DG5027'IS USED FOR DOCKING AN AIRBOAT AND IS CONNECTED TO THE SECOND PLATFORM
 DG5027'BY A 2.0 FT WIDE BY 70.0 FT LONG WALKWAY, THE SECOND PLATFORM IS AT
 DG5027'THE EXTERIOR OF THE TREE ISLAND AND IS USED TO SUPPORT VARIOUS WATER
 DG5027'AND ATMOSPHERIC INSTRUMENTS, THE MARK IN NEAR THE SOUTHEAST SIDE OF
 DG5027'THE FIRST PLATFORM, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT DEPTH
 DG5027'OF 6.5 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE DRIVEN INTO THE
 DG5027'HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED COUPLING
 DG5027'WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE 4-INCH
 DG5027'DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 1.5 FT ABOVE THE HARBOR
 DG5027'BOTTOM, THE DATUM POINT IS RECESSED 0.8 FT BELOW THE TOP OF THE PVC
 DG5027'PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE POURED
 DG5027'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A 1-INCH
 DG5027'BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF THE PVC
 DG5027'PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5027' 
 DG5027'LOCATED 67.2 FT WEST-SOUTHWEST OF SURVEY MARK 3AN1-GW-4A, 2.6 FT WEST
 DG5027'OF THE SOUTHEAST CORNER OF THE PLATFORM, 2.6 FT EAST OF THE SOUTHWEST
 DG5027'CORNER OF THE PLATFORM, 2.0 FT NORTHEAST OF A FLORIDA DEPARTMENT OF
 DG5027'ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING STAINLESS STEEL ONE
 DG5027'AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE SOUTHWEST CORNER OF
 DG5027'THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE SOUTHWEST SIDE OF THE
 DG5027'PLATFORM AND 0.5 FT WEST OF A WITNESS POST.
 DG5027' 
 DG5027'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5027' 
 DG5027'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5027'MANAGEMENT DISTRICT.
 DG5027' 
 DG5027'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5027'METHOD OF FINDING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5022 ***********************************************************************
 DG5022  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5022  DESIGNATION -  3B SE
 DG5022  PID         -  DG5022
 DG5022  STATE/COUNTY-  FL/MIAMI-DADE
 DG5022  USGS QUAD   -  COOPERTOWN (1973)
 DG5022
 DG5022                         *CURRENT SURVEY CONTROL
 DG5022  ___________________________________________________________________
 DG5022* NAD 83(1999)-  25 47 01.07211(N)    080 30 10.48497(W)     ADJUSTED  
 DG5022* NAVD 88     -         2.61   (meters)       8.6    (feet)  GPS OBS   
 DG5022  ___________________________________________________________________
 DG5022  X           -     948,202.522 (meters)                     COMP
 DG5022  Y           -  -5,668,004.774 (meters)                     COMP
 DG5022  Z           -   2,757,487.852 (meters)                     COMP
 DG5022  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 DG5022  ELLIP HEIGHT-         -22.00  (meters)          (04/07/04) GPS OBS
 DG5022  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DG5022
 DG5022  HORZ ORDER  -  FIRST
 DG5022  ELLP ORDER  -  SECOND    CLASS II
 DG5022
 DG5022.The horizontal coordinates were established by GPS observations
 DG5022.and adjusted by the FL DEPT OF ENV PRO in April 2004..
 DG5022
 DG5022.The orthometric height was determined by GPS observations and a
 DG5022.high-resolution geoid model using precise GPS observation and
 DG5022.processing techniques.
 DG5022
 DG5022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5022
 DG5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5022
 DG5022.The ellipsoidal height was determined by GPS observations
 DG5022.and is referenced to NAD 83.
 DG5022
 DG5022.The geoid height was determined by GEOID03.
 DG5022
 DG5022;                    North         East     Units Scale Factor Converg.
 DG5022;SPC FL E     -   160,739.616   249,855.537   MT  0.99997186   +0 12 58.4
 DG5022;SPC FL E     -   527,359.89    819,734.37   sFT  0.99997186   +0 12 58.4
 DG5022;UTM  17      - 2,851,816.754   549,838.526   MT  0.99963067   +0 12 58.4
 DG5022
 DG5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5022!SPC FL E     -   1.00000346  x   0.99997186  =   0.99997532
 DG5022!UTM  17      -   1.00000346  x   0.99963067  =   0.99963413
 DG5022
 DG5022                          SUPERSEDED SURVEY CONTROL
 DG5022
 DG5022.No superseded survey control is available for this station.
 DG5022
 DG5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4983951817(NAD 83)
 DG5022_MARKER: F = FLANGE-ENCASED ROD
 DG5022_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5022+WITH SETTING: INFORMATION.
 DG5022_STAMPING: 3B-SE 2002
 DG5022_MARK LOGO: FLDEP 
 DG5022_PROJECTION: PROJECTING 142 CENTIMETERS
 DG5022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5022+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2002
 DG5022_ROD/PIPE-DEPTH:  2.3 meters
 DG5022
 DG5022  HISTORY     - Date     Condition        Report By
 DG5022  HISTORY     - 20021221 MONUMENTED       FLDEP
 DG5022
 DG5022                          STATION DESCRIPTION
 DG5022
 DG5022'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DG5022'THE MARK IS ABOUT 19.5 MI WEST OF MIAMI, 3.6 MI NORTHEAST OF
 DG5022'COPPERTOWN, IN SECTION 35, TOWNSHIP 53 SOUTH, RANGE 38 EAST.
 DG5022' 
 DG5022'TO REACH THE MARK FROM THE INTERSECTION OF HOMESTEAD EXTENSION FLORIDA
 DG5022'TURNPIKE (STATE ROAD 821) AND TAMIAMI TRAIL (U.S. HIGHWAY 41) IN
 DG5022'SWEETWATER, GO WEST ON TAMIAMI TRAIL FOR 6.0 MI TO THE INTERSECTION OF
 DG5022'KROME AVENUE (STATE ROAD 997), CONTINUE WEST ON TAMIAMI TRAIL FOR 1.3
 DG5022'MI TO THE JUNCTION OF A PAVED ROAD LEADING NORTH TO A BRIDGE OVER THE
 DG5022'CANAL THAT PARALLELS TAMIAMI TRAIL AND GOES TO PUMPING STRUCTURE S344,
 DG5022'TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR 0.05 MI TO THE JUNCTION
 DG5022'OF A ROADWAY THAT RUNS ON TOP OF THE LEVEE, CONTINUE NORTH ACROSS THE
 DG5022'TOP OF THE LEVEE TO AN AIRBOAT RAMP ON THE NORTH SIDE OF THE LEVEE,
 DG5022'NOW BY AIRBOAT GO NORTH FOR 1.5 MI TO A PLATFORM FOR A WATER LEVEL
 DG5022'STATION ON THE RIGHT (EAST) AND THE MARK, A STAINLESS STEEL ROD DRIVEN
 DG5022'INTO THE GROUND AT A DEPTH OF 7.7 FT ENCASED IN A 4-INCH DIAMETER PVC
 DG5022'PIPE DRIVEN INTO THE HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A
 DG5022'FEMALE THREADED COUPLING WITH A MALE THREADED PLUG WAS ATTACHED TO THE
 DG5022'TOP OF THE 4-INCH DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.9 FT
 DG5022'ABOVE THE HARBOR BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE
 DG5022'TOP OF THE PVC PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS
 DG5022'WERE POURED INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL
 DG5022'ROD, A 1-INCH BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE
 DG5022'TOP OF THE PVC PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5022' 
 DG5022'THE MARK IS LOCATED IN THE CENTER OF THE 5.0 FT SQUARE PLATFORM FOR
 DG5022'THE WATER LEVEL STATION, 3.8 FT SOUTHEAST OF THE NORTHWEST CORNER OF
 DG5022'THE PLATFORM, 2.2 FT WEST OF THE WEST SIDE OF THE 12-INCH DIAMETER
 DG5022'STEEL STILLING WELL AND 3.2 FT NORTHEAST OF A WITNESS POST.
 DG5022' 
 DG5022'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE WOODEN
 DG5022'DECK.
 DG5022' 
 DG5022'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC PIPE.
 DG5022' 
 DG5022'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5022'MANAGEMENT DISTRICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0680 ***********************************************************************
 AQ0680  DESIGNATION -  3=TIDAL STA 1 38
 AQ0680  PID         -  AQ0680
 AQ0680  STATE/COUNTY-  FL/PUTNAM
 AQ0680  USGS QUAD   -  WELAKA (1994)
 AQ0680
 AQ0680                         *CURRENT SURVEY CONTROL
 AQ0680  ___________________________________________________________________
 AQ0680* NAD 83(1986)-  29 28 43.     (N)    081 40 26.     (W)     SCALED    
 AQ0680* NAVD 88     -         1.189  (meters)       3.90   (feet)  ADJUSTED  
 AQ0680  ___________________________________________________________________
 AQ0680  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ0680  DYNAMIC HT  -           1.188 (meters)       3.90  (feet)  COMP
 AQ0680  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AQ0680
 AQ0680  VERT ORDER  -  FIRST     CLASS II
 AQ0680
 AQ0680.The horizontal coordinates were scaled from a topographic map and have
 AQ0680.an estimated accuracy of +/- 6 seconds.
 AQ0680
 AQ0680.The orthometric height was determined by differential leveling
 AQ0680.and adjusted by the National Geodetic Survey in June 1991..
 AQ0680
 AQ0680.The geoid height was determined by GEOID03.
 AQ0680
 AQ0680.The dynamic height is computed by dividing the NAVD 88
 AQ0680.geopotential number by the normal gravity value computed on the
 AQ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0680.degrees latitude (g = 980.6199 gals.).
 AQ0680
 AQ0680.The modeled gravity was interpolated from observed gravity values.
 AQ0680
 AQ0680;                    North         East    Units  Estimated Accuracy
 AQ0680;SPC FL E     -   570,270.      134,650.      MT  (+/- 180 meters Scaled)
 AQ0680
 AQ0680                          SUPERSEDED SURVEY CONTROL
 AQ0680
 AQ0680  NGVD 29 (??/??/92)    1.47   (m)            4.8    (f) COMPUTED    1 2
 AQ0680
 AQ0680.Superseded values are not recommended for survey control.
 AQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0680.See file dsdata.txt to determine how the superseded data were derived.
 AQ0680
 AQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN346612(NAD 83)
 AQ0680_MARKER: DJ = TIDAL STATION DISK
 AQ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0680+STABILITY: SURFACE MOTION
 AQ0680
 AQ0680  HISTORY     - Date     Condition        Report By
 AQ0680  HISTORY     - UNK      MONUMENTED       CGS
 AQ0680  HISTORY     - 1970     GOOD             LOCENG
 AQ0680
 AQ0680                          STATION DESCRIPTION
 AQ0680
 AQ0680'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0680'AT WELAKA.
 AQ0680'AT WELAKA, PUTNAM COUNTY, ABOUT 90 FEET SOUTH OF THE FOOT OF ELM
 AQ0680'STREET, ABOUT 20 FEET FROM THE WATERS EDGE, EAST OF PETERSONS
 AQ0680'BOATHOUSE, 6 FEET NORTH OF A CAMPHOR TREE, AND 1 FOOT NORTH OF A
 AQ0680'WIRE FENCE.  THE TOP OF A 1/4-INCH ROD SET IN THE TOP OF A 6-INCH
 AQ0680'CONCRETE CYLINDER PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1416 ***********************************************************************
 AQ1416  DESIGNATION -  4
 AQ1416  PID         -  AQ1416
 AQ1416  STATE/COUNTY-  FL/VOLUSIA
 AQ1416  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1416
 AQ1416                         *CURRENT SURVEY CONTROL
 AQ1416  ___________________________________________________________________
 AQ1416* NAD 83(1986)-  29 02 19.     (N)    080 54 14.     (W)     SCALED    
 AQ1416* NAVD 88     -         4.744  (meters)      15.56   (feet)  ADJUSTED  
 AQ1416  ___________________________________________________________________
 AQ1416  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AQ1416  DYNAMIC HT  -           4.737 (meters)      15.54  (feet)  COMP
 AQ1416  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AQ1416
 AQ1416  VERT ORDER  -  FIRST     CLASS II
 AQ1416
 AQ1416.The horizontal coordinates were scaled from a topographic map and have
 AQ1416.an estimated accuracy of +/- 6 seconds.
 AQ1416
 AQ1416.The orthometric height was determined by differential leveling
 AQ1416.and adjusted by the National Geodetic Survey in June 1991..
 AQ1416
 AQ1416.The geoid height was determined by GEOID03.
 AQ1416
 AQ1416.The dynamic height is computed by dividing the NAVD 88
 AQ1416.geopotential number by the normal gravity value computed on the
 AQ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1416.degrees latitude (g = 980.6199 gals.).
 AQ1416
 AQ1416.The modeled gravity was interpolated from observed gravity values.
 AQ1416
 AQ1416;                    North         East    Units  Estimated Accuracy
 AQ1416;SPC FL E     -   521,310.      209,360.      MT  (+/- 180 meters Scaled)
 AQ1416
 AQ1416                          SUPERSEDED SURVEY CONTROL
 AQ1416
 AQ1416  NGVD 29 (??/??/92)    5.111  (m)           16.77   (f) ADJ UNCH    1 2
 AQ1416
 AQ1416.Superseded values are not recommended for survey control.
 AQ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1416.See file dsdata.txt to determine how the superseded data were derived.
 AQ1416
 AQ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093122(NAD 83)
 AQ1416_MARKER: DD = SURVEY DISK
 AQ1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1416_SP_SET: SIDEWALK
 AQ1416_STAMPING: 4
 AQ1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1416
 AQ1416  HISTORY     - Date     Condition        Report By
 AQ1416  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1416  HISTORY     - 1963     GOOD             NGS
 AQ1416  HISTORY     - 1984     GOOD             USPSQD
 AQ1416
 AQ1416                          STATION DESCRIPTION
 AQ1416
 AQ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1416'1.9 MI E FROM NEW SMYRNA BEACH.
 AQ1416'1.9 MILES EAST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION OF
 AQ1416'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE SOUTH
 AQ1416'CONCRETE SIDEWALK OF THE LARGE HIGHWAY BRIDGE OVER THE INDIAN
 AQ1416'RIVER, DIRECTLY OVER THE FIRST PIER WEST OF THE EAST END OF
 AQ1416'THE BRIDGE, 18.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AQ1416'182 FEET WEST OF THE EAST END OF THE BRIDGE, 14.4 FEET EAST OF
 AQ1416'THE EAST END OF THE DRAW PART OF THE BRIDGE, AND 1 FOOT ABOVE
 AQ1416'THE LEVEL OF THE HIGHWAY.  NOTE-- THE FIGURE 4 WAS STAMPED ON
 AQ1416'THE DISK BY THIS PARTY IN 1963.
 AQ1416
 AQ1416                          STATION RECOVERY (1984)
 AQ1416
 AQ1416'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2923 ***********************************************************************
 AK2923  DESIGNATION -  4
 AK2923  PID         -  AK2923
 AK2923  STATE/COUNTY-  FL/BREVARD
 AK2923  USGS QUAD   -  TROPIC (1988)
 AK2923
 AK2923                         *CURRENT SURVEY CONTROL
 AK2923  ___________________________________________________________________
 AK2923* NAD 83(1986)-  28 14 51.     (N)    080 36 11.     (W)     SCALED    
 AK2923* NAVD 88     -         0.139  (meters)       0.46   (feet)  ADJUSTED  
 AK2923  ___________________________________________________________________
 AK2923  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK2923  DYNAMIC HT  -           0.138 (meters)       0.45  (feet)  COMP
 AK2923  MODELED GRAV-     979,197.1   (mgal)                       NAVD 88
 AK2923
 AK2923  VERT ORDER  -  FIRST     CLASS II
 AK2923
 AK2923.The horizontal coordinates were scaled from a topographic map and have
 AK2923.an estimated accuracy of +/- 6 seconds.
 AK2923
 AK2923.The orthometric height was determined by differential leveling
 AK2923.and adjusted by the National Geodetic Survey in June 1991..
 AK2923
 AK2923.The geoid height was determined by GEOID03.
 AK2923
 AK2923.The dynamic height is computed by dividing the NAVD 88
 AK2923.geopotential number by the normal gravity value computed on the
 AK2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2923.degrees latitude (g = 980.6199 gals.).
 AK2923
 AK2923.The modeled gravity was interpolated from observed gravity values.
 AK2923
 AK2923;                    North         East    Units  Estimated Accuracy
 AK2923;SPC FL E     -   433,700.      238,950.      MT  (+/- 180 meters Scaled)
 AK2923
 AK2923                          SUPERSEDED SURVEY CONTROL
 AK2923
 AK2923  NGVD 29 (??/??/92)    0.57   (m)            1.9    (f) COMPUTED    1 2
 AK2923
 AK2923.Superseded values are not recommended for survey control.
 AK2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2923.See file dsdata.txt to determine how the superseded data were derived.
 AK2923
 AK2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM389246(NAD 83)
 AK2923_MARKER: DD = SURVEY DISK
 AK2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2923_STAMPING: 4
 AK2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2923+STABILITY: SURFACE MOTION
 AK2923
 AK2923  HISTORY     - Date     Condition        Report By
 AK2923  HISTORY     - UNK      MONUMENTED       DOD
 AK2923  HISTORY     - 1953     MARK NOT FOUND   NGS
 AK2923
 AK2923                          STATION DESCRIPTION
 AK2923
 AK2923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK2923'AT PATRICK AFB.
 AK2923'AT PATRICK AIR FORCE BASE, 0.2 MILE NORTHWEST OF THE CONTROL
 AK2923'TOWER, 68 FEET NORTH OF THE CENTERLINE OF DOUGLAS STREET, 27
 AK2923'FEET WEST OF THE WEST EDGE OF THE CONCRETE APRON EXTENDING
 AK2923'FROM HANGAR 314, AND ABOUT 4 FEET UNDER GROUND.  A NAVAL
 AK2923'RESERVATION DISK, STAMPED 4 AND SET IN THE TOP OF A CONCRETE
 AK2923'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4350 ***********************************************************************
 BG4350  DESIGNATION -  4
 BG4350  PID         -  BG4350
 BG4350  STATE/COUNTY-  FL/OKALOOSA
 BG4350  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4350
 BG4350                         *CURRENT SURVEY CONTROL
 BG4350  ___________________________________________________________________
 BG4350* NAD 83(1990)-  30 24 02.82210(N)    086 35 48.36406(W)     ADJUSTED  
 BG4350* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BG4350  ___________________________________________________________________
 BG4350  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BG4350  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4350
 BG4350  HORZ ORDER  -  THIRD
 BG4350
 BG4350.The horizontal coordinates were established by classical geodetic methods
 BG4350.and adjusted by the National Geodetic Survey in December 1992..
 BG4350
 BG4350.The orthometric height was scaled from a topographic map.
 BG4350
 BG4350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4350
 BG4350.The geoid height was determined by GEOID03.
 BG4350
 BG4350;                    North         East     Units Scale Factor Converg.
 BG4350;SPC FL N     -   157,126.850   398,528.629   MT  0.99995670   -1 03 13.2
 BG4350;SPC FL N     -   515,507.01  1,307,506.01   sFT  0.99995670   -1 03 13.2
 BG4350;UTM  16      - 3,363,265.788   538,733.747   MT  0.99961851   +0 12 14.6
 BG4350
 BG4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4350!SPC FL N     -   1.00000399  x   0.99995670  =   0.99996069
 BG4350!UTM  16      -   1.00000399  x   0.99961851  =   0.99962249
 BG4350
 BG4350|---------------------------------------------------------------------|
 BG4350| PID    Reference Object                     Distance      Geod. Az  |
 BG4350|                                                           dddmmss.s |
 BG4350| CW2623 4 RM 1                               31.348 METERS 07444     |
 BG4350| CW2624 4 RM 2                               27.158 METERS 19237     |
 BG4350| BG4363 SILVER TOWER 1934                   APPROX. 1.1 KM 2372814.9 |
 BG4350| BG4366 5                                   435.328 METERS 3250223.3 |
 BG4350|---------------------------------------------------------------------|
 BG4350
 BG4350                          SUPERSEDED SURVEY CONTROL
 BG4350
 BG4350  NAD 83(1990)-  30 24 02.82312(N)    086 35 48.36593(W) AD(       ) 3
 BG4350  NAD 83(1986)-  30 24 02.84284(N)    086 35 48.37257(W) AD(       ) 3
 BG4350  NAD 27      -  30 24 02.12100(N)    086 35 48.54400(W) AD(       ) 3
 BG4350
 BG4350.Superseded values are not recommended for survey control.
 BG4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4350.See file dsdata.txt to determine how the superseded data were derived.
 BG4350
 BG4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3873463266(NAD 83)
 BG4350_MARKER: DS = TRIANGULATION STATION DISK
 BG4350_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4350_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BG4350
 BG4350  HISTORY     - Date     Condition        Report By
 BG4350  HISTORY     - 1934     MONUMENTED       CGS
 BG4350  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG4350
 BG4350                          STATION DESCRIPTION
 BG4350
 BG4350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4350'THIS STATION IS ON THE S BANK OF THE NARROWS APPROXIMATELY 940
 BG4350'FEET E OF THE S END OF BROOKS CONCRETE BRIDGE, ACROSS THE
 BG4350'NARROWS, JUST E OF THE TOWN OF FORT WALTON, FLORIDA.  IT IS ON
 BG4350'A SAND BANK 9 METERS S OF THE S BANK OF THE NARROWS AND 1-1/2
 BG4350'METERS S OF THE EDGE OF THE SHRUBBERY IN AN OPEN PLACE, ON A
 BG4350'SMALL SAND DUNE.  STATION IS APPROXIMATELY 250 FEET SW OF DAY
 BG4350'MARK NO.1 IN SANTA ROSA CHANNEL.
 BG4350'
 BG4350'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BG4350'DISKS IN TILE.
 BG4350'
 BG4350'REFERENCE MARK NO.1 IS APPROXIMATELY 150 FEET SW OF DAY MARK
 BG4350'NO.1 IN SANTA ROSA CHANNEL AND 6.5 METERS S OF THE S BANK OF
 BG4350'SANTA ROSA SOUND.  MARK IS E OF THE MAIN STATION AT THE FOOT OF
 BG4350'THE SLOPING SAND DUNE.  REFERENCE MARK NO.2 IS 36 METERS S OF
 BG4350'THE S BANK OF SANTA ROSA SOUND ON THE SIDE OF A LARGE SAND DUNE
 BG4350'AND 3 METERS N OF A 12-INCH LONE PINE TREE SW OF THE MAIN
 BG4350'STATION.
 BG4350
 BG4350                          STATION RECOVERY (1987)
 BG4350
 BG4350'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9460 ***********************************************************************
 AG9460  DESIGNATION -  4 09 46 23
 AG9460  PID         -  AG9460
 AG9460  STATE/COUNTY-  FL/LEE
 AG9460  USGS QUAD   -  SANIBEL (1987)
 AG9460
 AG9460                         *CURRENT SURVEY CONTROL
 AG9460  ___________________________________________________________________
 AG9460* NAD 83(1999)-  26 29 03.68918(N)    082 00 29.27782(W)     ADJUSTED  
 AG9460* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 AG9460  ___________________________________________________________________
 AG9460  X           -     794,233.682 (meters)                     COMP
 AG9460  Y           -  -5,657,092.557 (meters)                     COMP
 AG9460  Z           -   2,827,183.578 (meters)                     COMP
 AG9460  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AG9460  ELLIP HEIGHT-         -22.93  (meters)          (07/06/01) GPS OBS
 AG9460  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AG9460
 AG9460  HORZ ORDER  -  FIRST
 AG9460  ELLP ORDER  -  FOURTH    CLASS II
 AG9460
 AG9460.The horizontal coordinates were established by GPS observations
 AG9460.and adjusted by the National Geodetic Survey in July 2001..
 AG9460
 AG9460.The orthometric height was determined by GPS observations and a
 AG9460.high-resolution geoid model.
 AG9460
 AG9460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9460
 AG9460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9460
 AG9460.The ellipsoidal height was determined by GPS observations
 AG9460.and is referenced to NAD 83.
 AG9460
 AG9460.The geoid height was determined by GEOID03.
 AG9460
 AG9460;                    North         East     Units Scale Factor Converg.
 AG9460;SPC FL W     -   238,274.583   199,189.186   MT  0.99994118   -0 00 13.1
 AG9460;SPC FL W     -   781,739.19    653,506.52   sFT  0.99994118   -0 00 13.1
 AG9460;UTM  17      - 2,929,719.473   399,522.613   MT  0.99972464   -0 26 58.6
 AG9460
 AG9460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9460!SPC FL W     -   1.00000360  x   0.99994118  =   0.99994478
 AG9460!UTM  17      -   1.00000360  x   0.99972464  =   0.99972824
 AG9460
 AG9460                          SUPERSEDED SURVEY CONTROL
 AG9460
 AG9460  NAD 83(1990)-  26 29 03.68734(N)    082 00 29.27709(W) AD(       ) 1
 AG9460  ELLIP H (11/12/93)  -22.87   (m)                       GP(       ) 4 1
 AG9460
 AG9460.Superseded values are not recommended for survey control.
 AG9460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9460.See file dsdata.txt to determine how the superseded data were derived.
 AG9460
 AG9460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9952329719(NAD 83)
 AG9460_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9460_SP_SET: CONCRETE POST
 AG9460_STAMPING: 4-09 46 23 9056 1990
 AG9460_MARK LOGO: DENI  
 AG9460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9460+STABILITY: SURFACE MOTION
 AG9460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9460+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AG9460
 AG9460  HISTORY     - Date     Condition        Report By
 AG9460  HISTORY     - 1990     MONUMENTED       DENI
 AG9460  HISTORY     - 20030717 GOOD             DENI
 AG9460
 AG9460                          STATION DESCRIPTION
 AG9460
 AG9460'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9460'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC.9, TWP 46S, RGE
 AG9460'23E, AT PUNTA RASSA, 13.8 MI (22.2 KM) SOUTHWEST OF FORT MYERS.
 AG9460'TO REACH STATION FROM THE JUNCTION OF SUMMERLIN ROAD/COUNTY ROAD 869
 AG9460'AND SAN CARLOS BOULEVARD/COUNTY ROAD 865, GO WEST 2.2 MI (3.5 KM) ON
 AG9460'SUMMERLIN ROAD TO THE JUNCTION WITH MCGREGOR BOULEVARD/STATE ROUTE
 AG9460'867, THEN CONTINUE WESTERLY 1.8 MI (2.9 KM) ON MCGREGOR
 AG9460'BOULEVARD/COUNTY ROAD 869 TO THE STATION ON THE LEFT AT THE WEST EDGE
 AG9460'OF A SAND PARKING AREA, SOUTHEAST OF THE SANIBEL CAUSEWAY TOLL PLAZA.
 AG9460'STATION IS 146 FT (44.5 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AG9460'LANE OF MCGREGOR BOULEVARD, 178.2 FT (54.3 M) EAST OF THE SOUTH MOST
 AG9460'CHAINLINK FENCE POST, 83.5 FT (25.5 M) SOUTH OF A 24 INCH DIAMETER
 AG9460'AUSTRALIAN PINE TREE, APPROXIMATELY 37 FT (11.3 M) NORTH OF THE EDGE
 AG9460'OF WATER OF THE GULF OF MEXICO, 2.6 FT (0.8 M) WEST OF A WITNESS
 AG9460'POST.
 AG9460'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9460'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AG9460'GROUND LEVEL.
 AG9460
 AG9460                          STATION RECOVERY (2003)
 AG9460
 AG9460'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AG9460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5226 ***********************************************************************
 AG5226  DESIGNATION -  4 13.60 FLHD
 AG5226  PID         -  AG5226
 AG5226  STATE/COUNTY-  FL/PINELLAS
 AG5226  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG5226
 AG5226                         *CURRENT SURVEY CONTROL
 AG5226  ___________________________________________________________________
 AG5226* NAD 83(1986)-  27 39 34.     (N)    082 40 37.     (W)     SCALED    
 AG5226* NAVD 88     -         3.613  (meters)      11.85   (feet)  ADJUSTED  
 AG5226  ___________________________________________________________________
 AG5226  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG5226  DYNAMIC HT  -           3.608 (meters)      11.84  (feet)  COMP
 AG5226  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 AG5226
 AG5226  VERT ORDER  -  FIRST     CLASS II
 AG5226
 AG5226.The horizontal coordinates were scaled from a topographic map and have
 AG5226.an estimated accuracy of +/- 6 seconds.
 AG5226
 AG5226.The orthometric height was determined by differential leveling
 AG5226.and adjusted by the National Geodetic Survey in June 1991..
 AG5226
 AG5226.The geoid height was determined by GEOID03.
 AG5226
 AG5226.The dynamic height is computed by dividing the NAVD 88
 AG5226.geopotential number by the normal gravity value computed on the
 AG5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5226.degrees latitude (g = 980.6199 gals.).
 AG5226
 AG5226.The modeled gravity was interpolated from observed gravity values.
 AG5226
 AG5226;                    North         East    Units  Estimated Accuracy
 AG5226;SPC FL W     -   368,660.      133,210.      MT  (+/- 180 meters Scaled)
 AG5226
 AG5226                          SUPERSEDED SURVEY CONTROL
 AG5226
 AG5226  NGVD 29 (??/??/92)    3.901  (m)           12.80   (f) ADJ UNCH    1 2
 AG5226
 AG5226.Superseded values are not recommended for survey control.
 AG5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5226.See file dsdata.txt to determine how the superseded data were derived.
 AG5226
 AG5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345606(NAD 83)
 AG5226_MARKER: DD = SURVEY DISK
 AG5226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5226_SP_SET: BRIDGE
 AG5226_STAMPING: 4 13.60
 AG5226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5226
 AG5226  HISTORY     - Date     Condition        Report By
 AG5226  HISTORY     - UNK      MONUMENTED       FLHD
 AG5226  HISTORY     - 1972     GOOD             NGS
 AG5226  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 AG5226
 AG5226                          STATION DESCRIPTION
 AG5226
 AG5226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5226'10.3 MI S FROM ST PETERSBURG.
 AG5226'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5226'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5226'THENCE 7.8 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5226'SUNSHINE SKYWAY), AT THE SOUTHEAST CORNER OF THE MORE EASTERLY
 AG5226'OF TWO LONG CONCRETE HIGHWAY BRIDGES, SET IN THE TOP OF THE EAST
 AG5226'END OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 21 FEET EAST OF
 AG5226'THE CENTER LINE OF THE TWO EAST TRAFFIC LANES OF THE HIGHWAY,
 AG5226'2.4 FEET EAST OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL ON
 AG5226'THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
 AG5226
 AG5226                          STATION RECOVERY (2002)
 AG5226
 AG5226'RECOVERY NOTE BY US POWER SQUADRON 2002 (WJE)
 AG5226'DESTROYED.  ON PORTION OF OLD BRIDGE (BUNCES PASS BRIDGE) WHICH WAS
 AG5226'REMOVED AND REPLACED WITH A NEW BRIDGE IN 1991.  DESCRIPTION NOT
 AG5226'VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9455 ***********************************************************************
 AG9455  DESIGNATION -  4 24 43 22
 AG9455  PID         -  AG9455
 AG9455  STATE/COUNTY-  FL/LEE
 AG9455  USGS QUAD   -  MATLACHA (1987)
 AG9455
 AG9455                         *CURRENT SURVEY CONTROL
 AG9455  ___________________________________________________________________
 AG9455* NAD 83(1999)-  26 43 33.62975(N)    082 04 07.10520(W)     ADJUSTED  
 AG9455* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AG9455  ___________________________________________________________________
 AG9455  X           -     786,604.568 (meters)                     COMP
 AG9455  Y           -  -5,646,052.850 (meters)                     COMP
 AG9455  Z           -   2,851,122.901 (meters)                     COMP
 AG9455  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AG9455  ELLIP HEIGHT-         -22.37  (meters)          (07/06/01) GPS OBS
 AG9455  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AG9455
 AG9455  HORZ ORDER  -  FIRST
 AG9455  ELLP ORDER  -  FOURTH    CLASS II
 AG9455
 AG9455.The horizontal coordinates were established by GPS observations
 AG9455.and adjusted by the National Geodetic Survey in July 2001..
 AG9455
 AG9455.The orthometric height was determined by GPS observations and a
 AG9455.high-resolution geoid model.
 AG9455
 AG9455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9455
 AG9455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9455
 AG9455.The ellipsoidal height was determined by GPS observations
 AG9455.and is referenced to NAD 83.
 AG9455
 AG9455.The geoid height was determined by GEOID03.
 AG9455
 AG9455;                    North         East     Units Scale Factor Converg.
 AG9455;SPC FL W     -   265,049.017   193,171.078   MT  0.99994175   -0 01 51.1
 AG9455;SPC FL W     -   869,581.65    633,762.11   sFT  0.99994175   -0 01 51.1
 AG9455;UTM  17      - 2,956,534.516   393,715.200   MT  0.99973946   -0 28 50.3
 AG9455
 AG9455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9455!SPC FL W     -   1.00000351  x   0.99994175  =   0.99994526
 AG9455!UTM  17      -   1.00000351  x   0.99973946  =   0.99974297
 AG9455
 AG9455                          SUPERSEDED SURVEY CONTROL
 AG9455
 AG9455  NAD 83(1990)-  26 43 33.62812(N)    082 04 07.10438(W) AD(       ) 1
 AG9455  ELLIP H (11/12/93)  -22.32   (m)                       GP(       ) 4 1
 AG9455
 AG9455.Superseded values are not recommended for survey control.
 AG9455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9455.See file dsdata.txt to determine how the superseded data were derived.
 AG9455
 AG9455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9371556535(NAD 83)
 AG9455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9455_SP_SET: CONCRETE POST
 AG9455_STAMPING: GPS 4-24 43 22 9080 1990
 AG9455_MARK LOGO: DENI  
 AG9455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9455+STABILITY: SURFACE MOTION
 AG9455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9455+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1991
 AG9455
 AG9455  HISTORY     - Date     Condition        Report By
 AG9455  HISTORY     - 1990     MONUMENTED       DENI
 AG9455  HISTORY     - 19910112 GOOD
 AG9455  HISTORY     - 19971009 GOOD             USPSQD
 AG9455
 AG9455                          STATION DESCRIPTION
 AG9455
 AG9455'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9455'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 24, TWP 43S,
 AG9455'RGE 22E, IN NORTHWEST CAPE CORAL, 13.6 MI (21.9 KM) NORTHWEST OF FORT
 AG9455'MYERS, 3.0 MI (4.8 KM) SOUTH OF THE LEE/CHARLOTTE COUNTY LINE, 0.3 MI
 AG9455'(0.5 KM) EASTERLY OF THE SHORELINE OF CHARLOTTE HARBOR, 1.8 MI
 AG9455'(2.9 KM) WEST OF BURNT STORE ROAD/CO. ROAD 765.
 AG9455'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9455'AND COUNTY ROAD 765/BURNT STORE ROAD, GO 3.0 MI (4.8 KM) NORTH ON
 AG9455'BURNT STORE ROAD TO GULF STREAM PARKWAY, THEN WEST 1.0 MI (1.6 KM) ON
 AG9455'GULF STREAM PARKWAY TO OLD BURNT STORE ROAD, THEN NORTH 3.0 MI
 AG9455'(4.8 KM) ON OLD BURNT STORE ROAD TO CALOOSA PARKWAY, THEN WEST 0.75
 AG9455'MI (1.21 KM) ON CALOOSA PARKWAY TO THE STATION ON THE LEFT AT THE
 AG9455'BEGINNING OF A CURVE TO THE SOUTH AND CONNECTION WITH NORTHWEST 47TH
 AG9455'AVENUE.
 AG9455'STATION IS 50.0 FT (15.2 M) SOUTH OF THE CENTERLINE OF CALOOSA
 AG9455'PARKWAY, 47.5 EAST OF THE CENTERLINE OF NORTHWEST 47TH AVENUE, 1.5 FT
 AG9455'(0.5 M) WEST OF A WITNESS POST.
 AG9455'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9455'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AG9455'GROUND LEVEL.
 AG9455
 AG9455                          STATION RECOVERY (1991)
 AG9455
 AG9455'RECOVERED 1991
 AG9455'RECOVERED IN GOOD CONDITION.
 AG9455
 AG9455                          STATION RECOVERY (1997)
 AG9455
 AG9455'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2501 ***********************************************************************
 AD2501  DESIGNATION -  4 29.650
 AD2501  PID         -  AD2501
 AD2501  STATE/COUNTY-  FL/BROWARD
 AD2501  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2501
 AD2501                         *CURRENT SURVEY CONTROL
 AD2501  ___________________________________________________________________
 AD2501* NAD 83(1986)-  26 00 39.     (N)    080 09 59.     (W)     SCALED    
 AD2501* NAVD 88     -         8.572  (meters)      28.12   (feet)  ADJUSTED  
 AD2501  ___________________________________________________________________
 AD2501  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AD2501  DYNAMIC HT  -           8.558 (meters)      28.08  (feet)  COMP
 AD2501  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 AD2501
 AD2501  VERT ORDER  -  SECOND    CLASS 0
 AD2501
 AD2501.The horizontal coordinates were scaled from a topographic map and have
 AD2501.an estimated accuracy of +/- 6 seconds.
 AD2501
 AD2501.The orthometric height was determined by differential leveling
 AD2501.and adjusted by the National Geodetic Survey in June 1991..
 AD2501
 AD2501.The geoid height was determined by GEOID03.
 AD2501
 AD2501.The dynamic height is computed by dividing the NAVD 88
 AD2501.geopotential number by the normal gravity value computed on the
 AD2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2501.degrees latitude (g = 980.6199 gals.).
 AD2501
 AD2501.The modeled gravity was interpolated from observed gravity values.
 AD2501
 AD2501;                    North         East    Units  Estimated Accuracy
 AD2501;SPC FL E     -   186,080.      283,450.      MT  (+/- 180 meters Scaled)
 AD2501
 AD2501                          SUPERSEDED SURVEY CONTROL
 AD2501
 AD2501  NGVD 29 (??/??/92)    9.059  (m)           29.72   (f) ADJ UNCH    2 0
 AD2501
 AD2501.Superseded values are not recommended for survey control.
 AD2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2501.See file dsdata.txt to determine how the superseded data were derived.
 AD2501
 AD2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ834771(NAD 83)
 AD2501_MARKER: DD = SURVEY DISK
 AD2501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2501_SP_SET: BANNISTER
 AD2501_STAMPING: 4 29.650
 AD2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2501
 AD2501  HISTORY     - Date     Condition        Report By
 AD2501  HISTORY     - UNK      MONUMENTED       FLHD
 AD2501  HISTORY     - 1970     GOOD             NGS
 AD2501  HISTORY     - 1973     GOOD             NGS
 AD2501
 AD2501                          STATION DESCRIPTION
 AD2501
 AD2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2501'0.4 MI W FROM HOLLYWOOD.
 AD2501'ABOUT 0.45 MILE WEST ALONG HOLLYWOOD BLVD. FROM THE CITY HALL
 AD2501'AT HOLLYWOOD, SET ON THE TOP OF THE NORTH END OF THE EAST BANNISTER
 AD2501'OF THE EAST OVERPASS OF INTERSTATE HIGHWAY 95, 21.4 FEET EAST
 AD2501'OF THE CENTER LINE OF THE NORTHBOUND LANE OF I 95, 8.5 FEET SOUTH
 AD2501'OF THE NORTH END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF
 AD2501'THE INTERSTATE HIGHWAY.
 AD2501
 AD2501                          STATION RECOVERY (1973)
 AD2501
 AD2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1285 ***********************************************************************
 AD1285  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1285  DESIGNATION -  4 A
 AD1285  PID         -  AD1285
 AD1285  STATE/COUNTY-  FL/COLLIER
 AD1285  USGS QUAD   -  BONITA SPRINGS (1987)
 AD1285
 AD1285                         *CURRENT SURVEY CONTROL
 AD1285  ___________________________________________________________________
 AD1285* NAD 83(1986)-  26 16 56.     (N)    081 48 07.     (W)     SCALED    
 AD1285* NAVD 88     -         2.379  (meters)       7.81   (feet)  ADJUSTED  
 AD1285  ___________________________________________________________________
 AD1285  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AD1285  DYNAMIC HT  -           2.375 (meters)       7.79  (feet)  COMP
 AD1285  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 AD1285
 AD1285  VERT ORDER  -  FIRST     CLASS II
 AD1285
 AD1285.The horizontal coordinates were scaled from a topographic map and have
 AD1285.an estimated accuracy of +/- 6 seconds.
 AD1285
 AD1285.The orthometric height was determined by differential leveling
 AD1285.and adjusted by the National Geodetic Survey in September 1992..
 AD1285
 AD1285.This Tidal Bench Mark is designated as VM 7854
 AD1285.by the Center for Operational Oceanographic Products and Services.
 AD1285
 AD1285.The geoid height was determined by GEOID03.
 AD1285
 AD1285.The dynamic height is computed by dividing the NAVD 88
 AD1285.geopotential number by the normal gravity value computed on the
 AD1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1285.degrees latitude (g = 980.6199 gals.).
 AD1285
 AD1285.The modeled gravity was interpolated from observed gravity values.
 AD1285
 AD1285;                    North         East    Units  Estimated Accuracy
 AD1285;SPC FL E     -   216,130.      119,910.      MT  (+/- 180 meters Scaled)
 AD1285
 AD1285                          SUPERSEDED SURVEY CONTROL
 AD1285
 AD1285  NAVD 88 (06/15/91)    2.379  (m)            7.81   (f) UNKNOWN     1 2
 AD1285  NGVD 29 (09/01/92)    2.754  (m)            9.04   (f) ADJUSTED    1 2
 AD1285
 AD1285.Superseded values are not recommended for survey control.
 AD1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1285.See file dsdata.txt to determine how the superseded data were derived.
 AD1285
 AD1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK199071(NAD 83)
 AD1285_MARKER: DD = SURVEY DISK
 AD1285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1285_SP_SET: ABUTMENT
 AD1285_STAMPING: 4 A
 AD1285_MARK LOGO: FLHD  
 AD1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1285+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1992
 AD1285
 AD1285  HISTORY     - Date     Condition        Report By
 AD1285  HISTORY     - UNK      MONUMENTED       FLHD
 AD1285  HISTORY     - 1965     GOOD             NGS
 AD1285  HISTORY     - 1983     GOOD             USPSQD
 AD1285  HISTORY     - 1984     GOOD             FLDNR
 AD1285  HISTORY     - 1990     GOOD             USPSQD
 AD1285  HISTORY     - 19920408 GOOD             NGS
 AD1285
 AD1285                          STATION DESCRIPTION
 AD1285
 AD1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1285'4.3 MI S FROM BONITA SPRINGS.
 AD1285'ABOUT 4.3 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1285'AT BONITA SPRINGS, IN SECTION 22, R 25 E, T 48 S, SET IN THE
 AD1285'TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE 200 FOOT
 AD1285'CONCRETE BRIDGE OVER THE COCOHATCHEE RIVER, 20 FEET EAST OF THE
 AD1285'CENTER LINE OF THE HIGHWAY, 0.3 FOOT EAST OF THE EAST FACE OF THE
 AD1285'GUARD RAIL POST AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE
 AD1285'ABUTMENT IS SLIGHTLY CRACKED.
 AD1285
 AD1285                          STATION RECOVERY (1983)
 AD1285
 AD1285'RECOVERY NOTE BY US POWER SQUADRON 1983
 AD1285'BONITA SPRINGS P.O. RELOCATED. PROCEED EAST ON S-865 ABOUT 2 MILES TO
 AD1285'OLD U.S. 41. PROCEED SOUTHWEST ABOUT 3.7 MILES TO AREA OF MARK. (THIS
 AD1285'WILL BE ON U.S. 41) ELEVATION OF THIS MARK IS 9.035 FEET ABOVE SEA
 AD1285'LEVEL.
 AD1285
 AD1285                          STATION RECOVERY (1984)
 AD1285
 AD1285'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1285'RECOVERED IN GOOD CONDITION.
 AD1285
 AD1285                          STATION RECOVERY (1990)
 AD1285
 AD1285'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1285'RECOVERED IN GOOD CONDITION.
 AD1285
 AD1285                          STATION RECOVERY (1992)
 AD1285
 AD1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1285'12.2 KM (7.60 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AD1285'OF COUNTY HIGHWAY 886 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) WEST OF
 AD1285'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A NORTHBOUND BRIDGE
 AD1285'SPANNING THE COCOHATCHEE RIVER, 5.8 M (19.0 FT) EAST OF AND LEVEL
 AD1285'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.5 M
 AD1285'(1.6 FT) NORTHWEST OF A WITNESS POST, AND 0.1 M (0.3 FT) EAST OF A
 AD1285'BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1409 ***********************************************************************
 AD1409  DESIGNATION -  4 A
 AD1409  PID         -  AD1409
 AD1409  STATE/COUNTY-  FL/LEE
 AD1409  USGS QUAD   -  OLGA (1987)
 AD1409
 AD1409                         *CURRENT SURVEY CONTROL
 AD1409  ___________________________________________________________________
 AD1409* NAD 83(1986)-  26 38 38.     (N)    081 43 03.     (W)     SCALED    
 AD1409* NAVD 88     -         6.107  (meters)      20.04   (feet)  ADJUSTED  
 AD1409  ___________________________________________________________________
 AD1409  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AD1409  DYNAMIC HT  -           6.097 (meters)      20.00  (feet)  COMP
 AD1409  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 AD1409
 AD1409  VERT ORDER  -  SECOND    CLASS 0
 AD1409
 AD1409.The horizontal coordinates were scaled from a topographic map and have
 AD1409.an estimated accuracy of +/- 6 seconds.
 AD1409
 AD1409.The orthometric height was determined by differential leveling
 AD1409.and adjusted by the National Geodetic Survey in July 1993..
 AD1409
 AD1409.The geoid height was determined by GEOID03.
 AD1409
 AD1409.The dynamic height is computed by dividing the NAVD 88
 AD1409.geopotential number by the normal gravity value computed on the
 AD1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1409.degrees latitude (g = 980.6199 gals.).
 AD1409
 AD1409.The modeled gravity was interpolated from observed gravity values.
 AD1409
 AD1409;                    North         East    Units  Estimated Accuracy
 AD1409;SPC FL W     -   255,980.      228,130.      MT  (+/- 180 meters Scaled)
 AD1409
 AD1409                          SUPERSEDED SURVEY CONTROL
 AD1409
 AD1409  NAVD 88 (06/15/91)    6.115  (m)           20.06   (f) UNKNOWN     2 0
 AD1409  NGVD 29 (??/??/92)    6.474  (m)           21.24   (f) ADJ UNCH    2 0
 AD1409
 AD1409.Superseded values are not recommended for survey control.
 AD1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1409.See file dsdata.txt to determine how the superseded data were derived.
 AD1409
 AD1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK285471(NAD 83)
 AD1409_MARKER: X = CHISELED CROSS
 AD1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1409_SP_SET: CONCRETE APRON
 AD1409_STAMPING: BM 4 A USE 21.273
 AD1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1409
 AD1409  HISTORY     - Date     Condition        Report By
 AD1409  HISTORY     - UNK      MONUMENTED       DOD
 AD1409  HISTORY     - 1945     GOOD             NGS
 AD1409  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 AD1409
 AD1409                          STATION DESCRIPTION
 AD1409
 AD1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AD1409'AT BUCKINGHAM AAF.
 AD1409'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, AT THE NORTHEAST END
 AD1409'OF CADET DRIVE, 48.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 AD1409'SMALL FENCE AROUND BUILDING 940, 12.2 FEET NORTH OF THE CENTERLINE
 AD1409'OF CADET ROAD, ON THE TOP OF THE EDGE OF THE CONCRETE APRON,
 AD1409'AT THE INSIDE CORNER OF AN ANGLE, AND NEAR THE RED-PAINTED
 AD1409'INSCRIPTION BM 4 A USE 21.273.  A CHISELED CROSS.
 AD1409
 AD1409                          STATION RECOVERY (1979)
 AD1409
 AD1409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AD1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6253 ***********************************************************************
 AL6253  DESIGNATION -  4 A
 AL6253  PID         -  AL6253
 AL6253  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6253  USGS QUAD   -  ODESSA (1987)
 AL6253
 AL6253                         *CURRENT SURVEY CONTROL
 AL6253  ___________________________________________________________________
 AL6253* NAD 83(1986)-  28 09 35.     (N)    082 35 01.     (W)     SCALED    
 AL6253* NAVD 88     -        13.562  (meters)      44.49   (feet)  ADJUSTED  
 AL6253  ___________________________________________________________________
 AL6253  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AL6253  DYNAMIC HT  -          13.542 (meters)      44.43  (feet)  COMP
 AL6253  MODELED GRAV-     979,199.9   (mgal)                       NAVD 88
 AL6253
 AL6253  VERT ORDER  -  FIRST     CLASS II
 AL6253
 AL6253.The horizontal coordinates were scaled from a topographic map and have
 AL6253.an estimated accuracy of +/- 6 seconds.
 AL6253
 AL6253.The orthometric height was determined by differential leveling
 AL6253.and adjusted by the National Geodetic Survey in June 1991..
 AL6253
 AL6253.The geoid height was determined by GEOID03.
 AL6253
 AL6253.The dynamic height is computed by dividing the NAVD 88
 AL6253.geopotential number by the normal gravity value computed on the
 AL6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6253.degrees latitude (g = 980.6199 gals.).
 AL6253
 AL6253.The modeled gravity was interpolated from observed gravity values.
 AL6253
 AL6253;                    North         East    Units  Estimated Accuracy
 AL6253;SPC FL W     -   424,050.      142,680.      MT  (+/- 180 meters Scaled)
 AL6253
 AL6253                          SUPERSEDED SURVEY CONTROL
 AL6253
 AL6253  NGVD 29 (??/??/92)   13.816  (m)           45.33   (f) ADJ UNCH    1 2
 AL6253
 AL6253.Superseded values are not recommended for survey control.
 AL6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6253.See file dsdata.txt to determine how the superseded data were derived.
 AL6253
 AL6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM445159(NAD 83)
 AL6253_MARKER: DD = SURVEY DISK
 AL6253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6253_SP_SET: CULVERT
 AL6253_STAMPING: 4 A
 AL6253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6253
 AL6253  HISTORY     - Date     Condition        Report By
 AL6253  HISTORY     - UNK      MONUMENTED       FLHD
 AL6253  HISTORY     - 1966     GOOD             NGS
 AL6253  HISTORY     - 20010209 GOOD             USPSQD
 AL6253  HISTORY     - 20020805 GOOD             USPSQD
 AL6253  HISTORY     - 20060624 GOOD             USPSQD
 AL6253
 AL6253                          STATION DESCRIPTION
 AL6253
 AL6253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AL6253'6.4 MI N FROM CITRUS PARK.
 AL6253'ABOUT 6.45 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6253'ELEMENTARY SCHOOL AT CITRUS PARK, 1.05 MILES SOUTH OF THE
 AL6253'PASCO-HILLSBOROUGH COUNTY LINE, 95 FEET SOUTHEAST OF THE CENTER
 AL6253'LINE OF A SAND ROAD LEADING NORTH, 23.5 FEET NORTHEAST OF THE
 AL6253'CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL
 AL6253'OF THE HIGHWAY AND IN THE TOP 1.5 FEET SOUTHEAST OF THE NORTHWEST
 AL6253'END OF THE NORTHEAST CONCRETE HEAD WALL FOR A 36-INCH CONCRETE
 AL6253'PIPE CULVERT.
 AL6253
 AL6253                          STATION RECOVERY (2001)
 AL6253
 AL6253'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6253'RECOVERED IN GOOD CONDITION.
 AL6253
 AL6253                          STATION RECOVERY (2002)
 AL6253
 AL6253'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AL6253'RECOVERED IN GOOD CONDITION.
 AL6253
 AL6253                          STATION RECOVERY (2006)
 AL6253
 AL6253'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AL6253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3505 ***********************************************************************
 AJ3505  DESIGNATION -  4 A
 AJ3505  PID         -  AJ3505
 AJ3505  STATE/COUNTY-  FL/PALM BEACH
 AJ3505  USGS QUAD   -  LAKE HARBOR (1970)
 AJ3505
 AJ3505                         *CURRENT SURVEY CONTROL
 AJ3505  ___________________________________________________________________
 AJ3505* NAD 83(1986)-  26 40 57.     (N)    080 45 07.     (W)     SCALED    
 AJ3505* NAVD 88     -         5.591  (meters)      18.34   (feet)  ADJUSTED  
 AJ3505  ___________________________________________________________________
 AJ3505  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ3505  DYNAMIC HT  -           5.583 (meters)      18.32  (feet)  COMP
 AJ3505  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 AJ3505
 AJ3505  VERT ORDER  -  SECOND    CLASS I
 AJ3505
 AJ3505.The horizontal coordinates were scaled from a topographic map and have
 AJ3505.an estimated accuracy of +/- 6 seconds.
 AJ3505
 AJ3505.The orthometric height was determined by differential leveling
 AJ3505.and adjusted by the National Geodetic Survey in May 2003..
 AJ3505
 AJ3505.The geoid height was determined by GEOID03.
 AJ3505
 AJ3505.The dynamic height is computed by dividing the NAVD 88
 AJ3505.geopotential number by the normal gravity value computed on the
 AJ3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3505.degrees latitude (g = 980.6199 gals.).
 AJ3505
 AJ3505.The modeled gravity was interpolated from observed gravity values.
 AJ3505
 AJ3505;                    North         East    Units  Estimated Accuracy
 AJ3505;SPC FL E     -   260,250.      224,690.      MT  (+/- 180 meters Scaled)
 AJ3505
 AJ3505                          SUPERSEDED SURVEY CONTROL
 AJ3505
 AJ3505  NAVD 88 (09/17/01)    5.595  (m)           18.36   (f) UNKNOWN     2 1
 AJ3505
 AJ3505.Superseded values are not recommended for survey control.
 AJ3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3505.See file dsdata.txt to determine how the superseded data were derived.
 AJ3505
 AJ3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK246512(NAD 83)
 AJ3505_MARKER: DD = SURVEY DISK
 AJ3505_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AJ3505_SP_SET: WATER FLOOD STRUCTURE
 AJ3505_STAMPING: BM 4A
 AJ3505_MARK LOGO: SFLWMD
 AJ3505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3505+STABILITY: POSITION/ELEVATION WELL
 AJ3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3505+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 AJ3505
 AJ3505  HISTORY     - Date     Condition        Report By
 AJ3505  HISTORY     - UNK      MONUMENTED       SFLWMD
 AJ3505  HISTORY     - 20000228 GOOD             FLDEP
 AJ3505
 AJ3505                          STATION DESCRIPTION
 AJ3505
 AJ3505'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3505'THE MARK IS ABOUT 28.0 MI (45.1 KM) NORTHWEST OF ANDYTOWN, 2.75 MI
 AJ3505'(4.43 KM) NORTH OF SOUTH BAY, IN SECTION 4, TOWNSHIP 44 SOUTH, RANGE
 AJ3505'36 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 AJ3505'STATE ROAD 80 IN SOUTH BAY, GO NORTH ON U.S. HIGHWAY 27 FOR 2.75 MI
 AJ3505'(4.43 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTH
 AJ3505'RETAINING WALL OF WATER FLOOD STRUCTURE 4-A AND 3.0 FT (0.9 M) ABOVE
 AJ3505'THE LEVEL OF U.S. HIGHWAY 27 NORTHBOUND LANES. LOCATED 231.4 FT (70.5
 AJ3505'M) NORTH-NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AJ3505'HIGHWAY 27, 95.0 FT (29.0 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 AJ3505'OF A BUILDING, 52.4 FT (16.0 M) SOUTH OF A METAL GUARDRAIL, 35.4 FT
 AJ3505'(10.8 M) SOUTH OF THE NORTH CHAIN-LINK FENCE GATE, 14.3 FT (4.4 M)
 AJ3505'EAST OF THE EAST RETAINING WALL AND 8.0 FT (2.4 M) SOUTH OF THE NORTH
 AJ3505'END OF THE 4-A WATER FLOOD STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5272 ***********************************************************************
 AB5272  DESIGNATION -  4 A 1
 AB5272  PID         -  AB5272
 AB5272  STATE/COUNTY-  FL/LAKE
 AB5272  USGS QUAD   -  CLERMONT EAST (1980)
 AB5272
 AB5272                         *CURRENT SURVEY CONTROL
 AB5272  ___________________________________________________________________
 AB5272* NAD 83(1986)-  28 32 52.     (N)    081 44 31.     (W)     SCALED    
 AB5272* NAVD 88     -        56.756  (meters)     186.21   (feet)  ADJUSTED  
 AB5272  ___________________________________________________________________
 AB5272  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AB5272  DYNAMIC HT  -          56.674 (meters)     185.94  (feet)  COMP
 AB5272  MODELED GRAV-     979,194.1   (mgal)                       NAVD 88
 AB5272
 AB5272  VERT ORDER  -  SECOND    CLASS I
 AB5272
 AB5272.The horizontal coordinates were scaled from a topographic map and have
 AB5272.an estimated accuracy of +/- 6 seconds.
 AB5272
 AB5272.The orthometric height was determined by differential leveling
 AB5272.and adjusted by the National Geodetic Survey in September 1996..
 AB5272
 AB5272.Photographs are available for this station.
 AB5272
 AB5272.The geoid height was determined by GEOID03.
 AB5272
 AB5272.The dynamic height is computed by dividing the NAVD 88
 AB5272.geopotential number by the normal gravity value computed on the
 AB5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5272.degrees latitude (g = 980.6199 gals.).
 AB5272
 AB5272.The modeled gravity was interpolated from observed gravity values.
 AB5272
 AB5272;                    North         East    Units  Estimated Accuracy
 AB5272;SPC FL E     -   467,140.      127,400.      MT  (+/- 180 meters Scaled)
 AB5272
 AB5272                          SUPERSEDED SURVEY CONTROL
 AB5272
 AB5272.No superseded survey control is available for this station.
 AB5272
 AB5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM274581(NAD 83)
 AB5272_MARKER: DD = SURVEY DISK
 AB5272_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5272_SP_SET: BRIDGE GUARDRAIL
 AB5272_STAMPING: 4 A 1 FLDT
 AB5272_MARK LOGO: FLDT  
 AB5272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5272+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 AB5272
 AB5272  HISTORY     - Date     Condition        Report By
 AB5272  HISTORY     - UNK      MONUMENTED       FLDT
 AB5272  HISTORY     - 19940209 GOOD             NGS
 AB5272  HISTORY     - 20040616 GOOD             FLDEP
 AB5272  HISTORY     - 20060207 MARK NOT FOUND   USPSQD
 AB5272
 AB5272                          STATION DESCRIPTION
 AB5272
 AB5272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5272'THE MARK IS IN CLERMONT AT THE OVERPASS INTERSECTION OF STATE ROAD 50
 AB5272'AND U.S.  HIGHWAY 27 IN SECTION 30, TOWNSHIP 22 SOUTH, RANGE 26 EAST,
 AB5272'AT THE OVERPASS INTERSECTION OF STATE ROAD 50 AND U.S.  HIGHWAY 27 SET
 AB5272'IN THE NORTHWEST CORNER OF THE WEST SIDE GUARDRAIL OF THE SOUTHBOUND
 AB5272'LANES OF U.S.  HIGHWAY 27 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 AB5272'HIGHWAY 27.  LOCATED 18.2 FT (5.5 M) WEST OF THE CENTERLINE OF THE
 AB5272'SOUTHBOUND LANES OF U.S.  HIGHWAY 27 AND 8.9 FT (2.7 M) SOUTH OF THE
 AB5272'NORTH END OF THE GUARDRAIL.
 AB5272
 AB5272                          STATION RECOVERY (2004)
 AB5272
 AB5272'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AB5272'RECOVERED AS DESCRIBED.
 AB5272
 AB5272                          STATION RECOVERY (2006)
 AB5272
 AB5272'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 AB5272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1408 ***********************************************************************
 AD1408  DESIGNATION -  4 B
 AD1408  PID         -  AD1408
 AD1408  STATE/COUNTY-  FL/LEE
 AD1408  USGS QUAD   -  OLGA (1987)
 AD1408
 AD1408                         *CURRENT SURVEY CONTROL
 AD1408  ___________________________________________________________________
 AD1408* NAD 83(1986)-  26 38 33.     (N)    081 43 02.     (W)     SCALED    
 AD1408* NAVD 88     -         6.319  (meters)      20.73   (feet)  ADJUSTED  
 AD1408  ___________________________________________________________________
 AD1408  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AD1408  DYNAMIC HT  -           6.309 (meters)      20.70  (feet)  COMP
 AD1408  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AD1408
 AD1408  VERT ORDER  -  SECOND    CLASS 0
 AD1408
 AD1408.The horizontal coordinates were scaled from a topographic map and have
 AD1408.an estimated accuracy of +/- 6 seconds.
 AD1408
 AD1408.The orthometric height was determined by differential leveling
 AD1408.and adjusted by the National Geodetic Survey in July 1993..
 AD1408
 AD1408.The geoid height was determined by GEOID03.
 AD1408
 AD1408.The dynamic height is computed by dividing the NAVD 88
 AD1408.geopotential number by the normal gravity value computed on the
 AD1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1408.degrees latitude (g = 980.6199 gals.).
 AD1408
 AD1408.The modeled gravity was interpolated from observed gravity values.
 AD1408
 AD1408;                    North         East    Units  Estimated Accuracy
 AD1408;SPC FL W     -   255,830.      228,150.      MT  (+/- 180 meters Scaled)
 AD1408
 AD1408                          SUPERSEDED SURVEY CONTROL
 AD1408
 AD1408  NAVD 88 (06/15/91)    6.327  (m)           20.76   (f) UNKNOWN     2 0
 AD1408  NGVD 29 (??/??/92)    6.686  (m)           21.94   (f) ADJ UNCH    2 0
 AD1408
 AD1408.Superseded values are not recommended for survey control.
 AD1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1408.See file dsdata.txt to determine how the superseded data were derived.
 AD1408
 AD1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK286470(NAD 83)
 AD1408_MARKER: X = CHISELED CROSS
 AD1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1408_SP_SET: CONCRETE APRON
 AD1408_STAMPING: BM 4 B USE 21.975
 AD1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1408
 AD1408  HISTORY     - Date     Condition        Report By
 AD1408  HISTORY     - UNK      MONUMENTED       DOD
 AD1408  HISTORY     - 1945     GOOD             NGS
 AD1408
 AD1408                          STATION DESCRIPTION
 AD1408
 AD1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AD1408'AT BUCKINGHAM AAF.
 AD1408'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, 47.7 FEET NORTH OF
 AD1408'THE CENTER OF THE NORTHEAST END OF NORTHEAST DRIVE, 1 FOOT
 AD1408'NORTHEAST OF A GRAVEL WALK TO GUN CAMERA BUILDING 930, ON THE
 AD1408'SOUTHWEST EDGE OF THE CONCRETE APRON, AND NEAR THE RED-PAINTED
 AD1408'INSCRIPTION BM 4 B USE 21.975.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1411 ***********************************************************************
 AD1411  DESIGNATION -  4 C
 AD1411  PID         -  AD1411
 AD1411  STATE/COUNTY-  FL/LEE
 AD1411  USGS QUAD   -  OLGA (1987)
 AD1411
 AD1411                         *CURRENT SURVEY CONTROL
 AD1411  ___________________________________________________________________
 AD1411* NAD 83(1986)-  26 38 33.     (N)    081 42 48.     (W)     SCALED    
 AD1411* NAVD 88     -         6.632  (meters)      21.76   (feet)  ADJUSTED  
 AD1411  ___________________________________________________________________
 AD1411  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AD1411  DYNAMIC HT  -           6.622 (meters)      21.73  (feet)  COMP
 AD1411  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AD1411
 AD1411  VERT ORDER  -  SECOND    CLASS 0
 AD1411
 AD1411.The horizontal coordinates were scaled from a topographic map and have
 AD1411.an estimated accuracy of +/- 6 seconds.
 AD1411
 AD1411.The orthometric height was determined by differential leveling
 AD1411.and adjusted by the National Geodetic Survey in July 1993..
 AD1411
 AD1411.The geoid height was determined by GEOID03.
 AD1411
 AD1411.The dynamic height is computed by dividing the NAVD 88
 AD1411.geopotential number by the normal gravity value computed on the
 AD1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1411.degrees latitude (g = 980.6199 gals.).
 AD1411
 AD1411.The modeled gravity was interpolated from observed gravity values.
 AD1411
 AD1411;                    North         East    Units  Estimated Accuracy
 AD1411;SPC FL W     -   255,830.      228,540.      MT  (+/- 180 meters Scaled)
 AD1411
 AD1411                          SUPERSEDED SURVEY CONTROL
 AD1411
 AD1411  NAVD 88 (06/15/91)    6.640  (m)           21.78   (f) UNKNOWN     2 0
 AD1411  NGVD 29 (??/??/92)    6.999  (m)           22.96   (f) ADJ UNCH    2 0
 AD1411
 AD1411.Superseded values are not recommended for survey control.
 AD1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1411.See file dsdata.txt to determine how the superseded data were derived.
 AD1411
 AD1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK290470(NAD 83)
 AD1411_MARKER: X = CHISELED CROSS
 AD1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1411_SP_SET: CONCRETE APRON
 AD1411_STAMPING: BM 4 C USE 22.989
 AD1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1411
 AD1411  HISTORY     - Date     Condition        Report By
 AD1411  HISTORY     - UNK      MONUMENTED       DOD
 AD1411  HISTORY     - 1945     GOOD             NGS
 AD1411
 AD1411                          STATION DESCRIPTION
 AD1411
 AD1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AD1411'AT BUCKINGHAM AAF.
 AD1411'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, BETWEEN FILM-ASSESSING
 AD1411'BUILDING 1 AND ARMAMENT BUILDING 1090, 52 FEET NORTHEAST ALONG
 AD1411'THE EDGE OF THE APRON FROM A DRIVEWAY LEADING TO THE APRON, 38.5
 AD1411'FEET EAST OF FIRE HYDRANT 83, ON THE CONCRETE APRON, AND NEAR
 AD1411'THE RED-PAINTED INSCRIPTION BM 4 C USE 22.989.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1410 ***********************************************************************
 AD1410  DESIGNATION -  4 D
 AD1410  PID         -  AD1410
 AD1410  STATE/COUNTY-  FL/LEE
 AD1410  USGS QUAD   -  OLGA (1987)
 AD1410
 AD1410                         *CURRENT SURVEY CONTROL
 AD1410  ___________________________________________________________________
 AD1410* NAD 83(1986)-  26 38 33.     (N)    081 42 29.     (W)     SCALED    
 AD1410* NAVD 88     -         6.756  (meters)      22.17   (feet)  ADJUSTED  
 AD1410  ___________________________________________________________________
 AD1410  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AD1410  DYNAMIC HT  -           6.745 (meters)      22.13  (feet)  COMP
 AD1410  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AD1410
 AD1410  VERT ORDER  -  SECOND    CLASS 0
 AD1410
 AD1410.The horizontal coordinates were scaled from a topographic map and have
 AD1410.an estimated accuracy of +/- 6 seconds.
 AD1410
 AD1410.The orthometric height was determined by differential leveling
 AD1410.and adjusted by the National Geodetic Survey in July 1993..
 AD1410
 AD1410.The geoid height was determined by GEOID03.
 AD1410
 AD1410.The dynamic height is computed by dividing the NAVD 88
 AD1410.geopotential number by the normal gravity value computed on the
 AD1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1410.degrees latitude (g = 980.6199 gals.).
 AD1410
 AD1410.The modeled gravity was interpolated from observed gravity values.
 AD1410
 AD1410;                    North         East    Units  Estimated Accuracy
 AD1410;SPC FL W     -   255,830.      229,070.      MT  (+/- 180 meters Scaled)
 AD1410
 AD1410                          SUPERSEDED SURVEY CONTROL
 AD1410
 AD1410  NAVD 88 (06/15/91)    6.763  (m)           22.19   (f) UNKNOWN     2 0
 AD1410  NGVD 29 (??/??/92)    7.122  (m)           23.37   (f) ADJ UNCH    2 0
 AD1410
 AD1410.Superseded values are not recommended for survey control.
 AD1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1410.See file dsdata.txt to determine how the superseded data were derived.
 AD1410
 AD1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK295470(NAD 83)
 AD1410_MARKER: X = CHISELED CROSS
 AD1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1410_SP_SET: CONCRETE APRON
 AD1410_STAMPING: BM 4 D USE
 AD1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1410
 AD1410  HISTORY     - Date     Condition        Report By
 AD1410  HISTORY     - UNK      MONUMENTED       DOD
 AD1410  HISTORY     - 1945     GOOD             NGS
 AD1410  HISTORY     - 1979     GOOD             LOCENG
 AD1410
 AD1410                          STATION DESCRIPTION
 AD1410
 AD1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AD1410'AT BUCKINGHAM AAF.
 AD1410'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, AT THE EAST END OF
 AD1410'CENTER STREET, 36 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 AD1410'13.1 FEET NORTHEAST OF FIRE HYDRANT 80, 0.8 FOOT EAST OF THE
 AD1410'NORTHEAST CORNER OF A SMALL FENCE AROUND THE OPERATIONS
 AD1410'BUILDING, ON THE WEST EDGE OF THE CONCRETE APRON, AND NEAR THE
 AD1410'RED-PAINTED INSCRIPTION BM 4 D USE.  A CHISELED CROSS.
 AD1410
 AD1410                          STATION RECOVERY (1979)
 AD1410
 AD1410'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AD1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0470 ***********************************************************************
 BC0470  DESIGNATION -  4 MAYPORT NAVAL BASE
 BC0470  PID         -  BC0470
 BC0470  STATE/COUNTY-  FL/DUVAL
 BC0470  USGS QUAD   -  MAYPORT (1992)
 BC0470
 BC0470                         *CURRENT SURVEY CONTROL
 BC0470  ___________________________________________________________________
 BC0470* NAD 83(1986)-  30 23 17.     (N)    081 24 42.     (W)     SCALED    
 BC0470* NAVD 88     -         3.276  (meters)      10.75   (feet)  ADJUSTED  
 BC0470  ___________________________________________________________________
 BC0470  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BC0470  DYNAMIC HT  -           3.272 (meters)      10.73  (feet)  COMP
 BC0470  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 BC0470
 BC0470  VERT ORDER  -  SECOND    CLASS 0
 BC0470
 BC0470.The horizontal coordinates were scaled from a topographic map and have
 BC0470.an estimated accuracy of +/- 6 seconds.
 BC0470
 BC0470.The orthometric height was determined by differential leveling
 BC0470.and adjusted by the National Geodetic Survey in June 1991..
 BC0470
 BC0470.The geoid height was determined by GEOID03.
 BC0470
 BC0470.The dynamic height is computed by dividing the NAVD 88
 BC0470.geopotential number by the normal gravity value computed on the
 BC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0470.degrees latitude (g = 980.6199 gals.).
 BC0470
 BC0470.The modeled gravity was interpolated from observed gravity values.
 BC0470
 BC0470;                    North         East    Units  Estimated Accuracy
 BC0470;SPC FL E     -   670,960.      160,440.      MT  (+/- 180 meters Scaled)
 BC0470
 BC0470                          SUPERSEDED SURVEY CONTROL
 BC0470
 BC0470  NGVD 29 (??/??/92)    3.61   (m)           11.8    (f) COMPUTED    2 0
 BC0470
 BC0470.Superseded values are not recommended for survey control.
 BC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0470.See file dsdata.txt to determine how the superseded data were derived.
 BC0470
 BC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP604618(NAD 83)
 BC0470_MARKER: DD = SURVEY DISK
 BC0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0470_STAMPING: 370061.33 14.46 2201067.08 1198 4
 BC0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0470+STABILITY: SURFACE MOTION
 BC0470
 BC0470  HISTORY     - Date     Condition        Report By
 BC0470  HISTORY     - UNK      MONUMENTED       DOD
 BC0470  HISTORY     - 1970     GOOD             NGS
 BC0470  HISTORY     - 1974     GOOD             NGS
 BC0470
 BC0470                          STATION DESCRIPTION
 BC0470
 BC0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0470'AT MAYPORT NAVAL BASE.
 BC0470'AT MAYPORT NAVAL BASE, 0.05 MILE EAST ALONG MASSEY AVENUE FROM
 BC0470'THE JUNCTION OF MANLEY AVENUE, 53 FEET NORTHWEST OF THE CENTER
 BC0470'OF THE INTERSECTION OF MASSEY AVENUE AND MAINE STREET, 39 FEET
 BC0470'WEST OF THE CENTER LINE OF MAINE STREET, 45 1/2 FEET NORTH OF THE
 BC0470'CENTER LINE OF MASSEY AVENUE, 3 FEET NORTHEAST OF A 6 INCH PIPE
 BC0470'WHICH PROJECTS 3 FEET ABOVE THE GROUND AND PAINTED YELLOW, 3 FEET
 BC0470'NORTHWEST OF A 6-INCH PIPE WHICH PROJECTS 3 FEET ABOVE THE GROUND
 BC0470'AND PAINTED YELLOW, ABOUT LEVEL WITH THE INTERSECTION AND SET
 BC0470'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 BC0470'OF THE GROUND.
 BC0470
 BC0470                          STATION RECOVERY (1974)
 BC0470
 BC0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5186 ***********************************************************************
 AG5186  DESIGNATION -  4 RAK USGS
 AG5186  PID         -  AG5186
 AG5186  STATE/COUNTY-  FL/MANATEE
 AG5186  USGS QUAD   -  PALMETTO (1987)
 AG5186
 AG5186                         *CURRENT SURVEY CONTROL
 AG5186  ___________________________________________________________________
 AG5186* NAD 83(1986)-  27 31 45.     (N)    082 30 07.     (W)     SCALED    
 AG5186* NAVD 88     -         1.370  (meters)       4.49   (feet)  ADJUSTED  
 AG5186  ___________________________________________________________________
 AG5186  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG5186  DYNAMIC HT  -           1.368 (meters)       4.49  (feet)  COMP
 AG5186  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 AG5186
 AG5186  VERT ORDER  -  FIRST     CLASS I
 AG5186
 AG5186.The horizontal coordinates were scaled from a topographic map and have
 AG5186.an estimated accuracy of +/- 6 seconds.
 AG5186
 AG5186.The orthometric height was determined by differential leveling
 AG5186.and adjusted by the National Geodetic Survey in June 1991..
 AG5186
 AG5186.The geoid height was determined by GEOID03.
 AG5186
 AG5186.The dynamic height is computed by dividing the NAVD 88
 AG5186.geopotential number by the normal gravity value computed on the
 AG5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5186.degrees latitude (g = 980.6199 gals.).
 AG5186
 AG5186.The modeled gravity was interpolated from observed gravity values.
 AG5186
 AG5186;                    North         East    Units  Estimated Accuracy
 AG5186;SPC FL W     -   354,140.      150,420.      MT  (+/- 180 meters Scaled)
 AG5186
 AG5186                          SUPERSEDED SURVEY CONTROL
 AG5186
 AG5186  NGVD 29 (??/??/92)    1.672  (m)            5.49   (f) ADJ UNCH    1 1
 AG5186
 AG5186.Superseded values are not recommended for survey control.
 AG5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5186.See file dsdata.txt to determine how the superseded data were derived.
 AG5186
 AG5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL516459(NAD 83)
 AG5186_MARKER: DD = SURVEY DISK
 AG5186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5186_SP_SET: CULVERT
 AG5186_STAMPING: 4 RAK 1962 6
 AG5186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5186
 AG5186  HISTORY     - Date     Condition        Report By
 AG5186  HISTORY     - 1962     MONUMENTED       USGS
 AG5186  HISTORY     - 1966     GOOD             NGS
 AG5186
 AG5186                          STATION DESCRIPTION
 AG5186
 AG5186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5186'1.8 MI E FROM ELLENTON.
 AG5186'ABOUT 1.75 MILES EAST ALONG U.S. HIGHWAY 301 FROM THE POST OFFICE
 AG5186'AT ELLENTON, THENCE 0.1 MILE SOUTHEAST CROSS-COUNTRY, ALONG A
 AG5186'BLACK TOPPED ROAD AT A PLACE LOCALLY KNOWN AS ROCKY BLUFF, ABOUT
 AG5186'0.3 MILE SOUTH OF THE JUNCTION OF THE BLACK TOPPED ROAD AND
 AG5186'U.S. HIGHWAY 301, 16.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AG5186'ROAD, ABOUT LEVEL WITH THE ROAD AND IN THE TOP AT THE SOUTHWEST
 AG5186'END OF THE SOUTHEAST CONCRETE HEAD WALL FOR A TRIPLE PIPE
 AG5186'CULVERT UNDER THE BLACK TOPPED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6842 ***********************************************************************
 AG6842  DESIGNATION -  4 ST PETERSBURG
 AG6842  PID         -  AG6842
 AG6842  STATE/COUNTY-  FL/PINELLAS
 AG6842  USGS QUAD   -  PORT TAMPA (1983)
 AG6842
 AG6842                         *CURRENT SURVEY CONTROL
 AG6842  ___________________________________________________________________
 AG6842* NAD 83(1986)-  27 48 42.     (N)    082 36 03.     (W)     SCALED    
 AG6842* NAVD 88     -         0.620  (meters)       2.03   (feet)  ADJUSTED  
 AG6842  ___________________________________________________________________
 AG6842  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG6842  DYNAMIC HT  -           0.619 (meters)       2.03  (feet)  COMP
 AG6842  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 AG6842
 AG6842  VERT ORDER  -  SECOND    CLASS II
 AG6842
 AG6842.The horizontal coordinates were scaled from a topographic map and have
 AG6842.an estimated accuracy of +/- 6 seconds.
 AG6842
 AG6842.The orthometric height was determined by differential leveling
 AG6842.and adjusted by the National Geodetic Survey in June 1991..
 AG6842
 AG6842.The geoid height was determined by GEOID03.
 AG6842
 AG6842.The dynamic height is computed by dividing the NAVD 88
 AG6842.geopotential number by the normal gravity value computed on the
 AG6842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6842.degrees latitude (g = 980.6199 gals.).
 AG6842
 AG6842.The modeled gravity was interpolated from observed gravity values.
 AG6842
 AG6842;                    North         East    Units  Estimated Accuracy
 AG6842;SPC FL W     -   385,480.      140,800.      MT  (+/- 180 meters Scaled)
 AG6842
 AG6842                          SUPERSEDED SURVEY CONTROL
 AG6842
 AG6842  NGVD 29 (??/??/92)    0.883  (m)            2.90   (f) ADJ UNCH    2 2
 AG6842
 AG6842.Superseded values are not recommended for survey control.
 AG6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6842.See file dsdata.txt to determine how the superseded data were derived.
 AG6842
 AG6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL423773(NAD 83)
 AG6842_MARKER: DD = SURVEY DISK
 AG6842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6842+STABILITY: SURFACE MOTION
 AG6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6842+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AG6842
 AG6842  HISTORY     - Date     Condition        Report By
 AG6842  HISTORY     - UNK      MONUMENTED       FL2730
 AG6842  HISTORY     - 1975     GOOD             FLDT
 AG6842  HISTORY     - 19980305 GOOD             USPSQD
 AG6842  HISTORY     - 20040124 GOOD             USPSQD
 AG6842
 AG6842                          STATION DESCRIPTION
 AG6842
 AG6842'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6842'AT ST PETERSBURG.
 AG6842'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG6842'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N.
 AG6842'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON
 AG6842'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION
 AG6842'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ALONG 40TH
 AG6842'AVE. N. FOR 1.6 MILE TO THE INTERSECTION OF SHORE ACRES BLVD.,
 AG6842'TURN RIGHT ON SHORE ACRES BLVD. AND RUN SOUTHERLY FOR 0.45 MILE
 AG6842'TO THE INTERSECTION OF OVERLOOK DR. NE, TURN LEFT ON OVERLOOK
 AG6842'DR. NE AND RUN EASTERLY FOR 0.70 MILE TO THE INTERSECTION OF
 AG6842'CHANCELLOR STREET NE.  STATION ON RIGHT, IN SOUTH CORNER, 16.7 FT.
 AG6842'SE OF THE CENTERLINE OF OVERLOOK DR., 88.7 FT. W/SW OF THE
 AG6842'CENTERLINE OF CHANCELLOR STREET, 42.5 FT. WEST OF A GUY POLE, NO
 AG6842'NUMBER, 1.0 FT. SE OF THE BACK OF THE CURB.  SET IN TOP OF A
 AG6842'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 4, T 31S,
 AG6842'R 17E
 AG6842
 AG6842                          STATION RECOVERY (1998)
 AG6842
 AG6842'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6842'RECOVERED IN GOOD CONDITION.
 AG6842
 AG6842                          STATION RECOVERY (2004)
 AG6842
 AG6842'RECOVERY NOTE BY US POWER SQUADRON 2004 (JHF)
 AG6842'FOUND APPROX 6 INCHES BELOW GROUND.  ON PUBLIC PROPERTY.  OK FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0812 ***********************************************************************
 BE0812  DESIGNATION -  4 USE
 BE0812  PID         -  BE0812
 BE0812  STATE/COUNTY-  FL/BAY
 BE0812  USGS QUAD   -  LONG POINT (1982)
 BE0812
 BE0812                         *CURRENT SURVEY CONTROL
 BE0812  ___________________________________________________________________
 BE0812* NAD 83(1986)-  30 06 19.     (N)    085 36 14.     (W)     SCALED    
 BE0812* NAVD 88     -         4.124  (meters)      13.53   (feet)  ADJUSTED  
 BE0812  ___________________________________________________________________
 BE0812  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BE0812  DYNAMIC HT  -           4.119 (meters)      13.51  (feet)  COMP
 BE0812  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BE0812  OBS GRAVITY -     979,313.0   (mgal)                       GRAV_OBS
 BE0812
 BE0812  VERT ORDER  -  FIRST     CLASS II
 BE0812
 BE0812.The horizontal coordinates were scaled from a topographic map and have
 BE0812.an estimated accuracy of +/- 6 seconds.
 BE0812
 BE0812.The orthometric height was determined by differential leveling
 BE0812.and adjusted by the National Geodetic Survey in June 1991..
 BE0812
 BE0812.The geoid height was determined by GEOID03.
 BE0812
 BE0812.The dynamic height is computed by dividing the NAVD 88
 BE0812.geopotential number by the normal gravity value computed on the
 BE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0812.degrees latitude (g = 980.6199 gals.).
 BE0812
 BE0812.The modeled gravity was interpolated from observed gravity values.
 BE0812.The observed gravity was obtained from relative gravimeter ties
 BE0812.to the IGSN71 gravity network.
 BE0812
 BE0812;                    North         East    Units  Estimated Accuracy
 BE0812;SPC FL N     -   123,030.      493,610.      MT  (+/- 180 meters Scaled)
 BE0812
 BE0812                          SUPERSEDED SURVEY CONTROL
 BE0812
 BE0812  NGVD 29 (??/??/92)    4.273  (m)           14.02   (f) ADJ UNCH    1 2
 BE0812
 BE0812.Superseded values are not recommended for survey control.
 BE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0812.See file dsdata.txt to determine how the superseded data were derived.
 BE0812
 BE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU345312(NAD 83)
 BE0812_MARKER: DD = SURVEY DISK
 BE0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE0812_SP_SET: BRIDGE ABUTMENT
 BE0812_STAMPING: NO 4 1933
 BE0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0812
 BE0812  HISTORY     - Date     Condition        Report By
 BE0812  HISTORY     - 1933     MONUMENTED       DOD
 BE0812  HISTORY     - 1961     GOOD             NGS
 BE0812  HISTORY     - 1989     GOOD             USPSQD
 BE0812  HISTORY     - 1990     GOOD             USPSQD
 BE0812  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 BE0812  HISTORY     - 19940411 GOOD             USPSQD
 BE0812  HISTORY     - 19990406 GOOD             USPSQD
 BE0812
 BE0812                          STATION DESCRIPTION
 BE0812
 BE0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BE0812'2.6 MI SE FROM PARKER.
 BE0812'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE MASONIC TEMPLE
 BE0812'AND POST OFFICE AT PARKER, 14 FT. SOUTHEAST OF THE CENTER LINE OF
 BE0812'THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 BE0812'CONCRETE ABUTMENT OF THE DUPONT BRIDGE, 3 FT. NORTHWEST OF THE
 BE0812'SOUTHEAST END OF THE ABUTMENT, 4 FT. BELOW THE LEVEL OF THE
 BE0812'BRIDGE FLOOR.
 BE0812
 BE0812                          STATION RECOVERY (1989)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0812'RECOVERED IN GOOD CONDITION.
 BE0812
 BE0812                          STATION RECOVERY (1990)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0812'RECOVERED IN GOOD CONDITION.
 BE0812
 BE0812                          STATION RECOVERY (1993)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE0812'MARK NOT FOUND.
 BE0812
 BE0812                          STATION RECOVERY (1994)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0812'RECOVERED IN GOOD CONDITION.
 BE0812
 BE0812                          STATION RECOVERY (1999)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1805 ***********************************************************************
 BG1805  DESIGNATION -  4 USE
 BG1805  PID         -  BG1805
 BG1805  STATE/COUNTY-  FL/ESCAMBIA
 BG1805  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1805
 BG1805                         *CURRENT SURVEY CONTROL
 BG1805  ___________________________________________________________________
 BG1805* NAD 83(1986)-  30 20 55.     (N)    087 18 11.     (W)     SCALED    
 BG1805* NAVD 88     -         9.951  (meters)      32.65   (feet)  ADJUSTED  
 BG1805  ___________________________________________________________________
 BG1805  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG1805  DYNAMIC HT  -           9.938 (meters)      32.60  (feet)  COMP
 BG1805  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BG1805
 BG1805  VERT ORDER  -  FIRST     CLASS II
 BG1805
 BG1805.The horizontal coordinates were scaled from a topographic map and have
 BG1805.an estimated accuracy of +/- 6 seconds.
 BG1805
 BG1805.The orthometric height was determined by differential leveling
 BG1805.and adjusted by the National Geodetic Survey in June 1991..
 BG1805
 BG1805.The geoid height was determined by GEOID03.
 BG1805
 BG1805.The dynamic height is computed by dividing the NAVD 88
 BG1805.geopotential number by the normal gravity value computed on the
 BG1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1805.degrees latitude (g = 980.6199 gals.).
 BG1805
 BG1805.The modeled gravity was interpolated from observed gravity values.
 BG1805
 BG1805;                    North         East    Units  Estimated Accuracy
 BG1805;SPC FL N     -   152,800.      330,530.      MT  (+/- 180 meters Scaled)
 BG1805
 BG1805                          SUPERSEDED SURVEY CONTROL
 BG1805
 BG1805  NGVD 29 (??/??/92)   10.02   (m)           32.9    (f) COMPUTED    1 2
 BG1805
 BG1805.Superseded values are not recommended for survey control.
 BG1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1805.See file dsdata.txt to determine how the superseded data were derived.
 BG1805
 BG1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU708574(NAD 83)
 BG1805_MARKER: DD = SURVEY DISK
 BG1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1805_STAMPING: LHP NE COR NO 4 1942
 BG1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1805+STABILITY: SURFACE MOTION
 BG1805
 BG1805  HISTORY     - Date     Condition        Report By
 BG1805  HISTORY     - 1942     MONUMENTED       DOD
 BG1805  HISTORY     - 1955     GOOD             NGS
 BG1805
 BG1805                          STATION DESCRIPTION
 BG1805
 BG1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1805'AT PENSACOLA NAS.
 BG1805'AT PENSACOLA NAVAL AIR STATION, ABOUT 1.45 MILES SOUTHEAST ALONG
 BG1805'MURRAY ROAD FROM THE MAIN NORTH ENTRANCE TO AIR STATION, THENCE
 BG1805'ABOUT 0.3 MILE EAST ALONG SAUFLEY STREET, THENCE ABOUT 0.3
 BG1805'MILE SOUTH ALONG EAST AVENUE, THENCE ABOUT 1.35 MILE WEST ALONG
 BG1805'SOUTH AVENUE AND DALLAS STREET, THENCE ABOUT 1.0 MILE SOUTHWEST
 BG1805'ALONG SAN CARLOS ROAD, ABOUT 0.35 MILE WEST ALONG SAN CARLOS
 BG1805'ROAD FROM OLD FORT SAN CARLOS, ABOUT 0.5 MILE EAST OF PENSACOLA
 BG1805'LIGHTHOUSE, AT THE TEMPORARY WEST GATE ENTRANCE TO AIR STATION,
 BG1805'66 FEET SOUTH OF CENTER LINE OF ROAD, 41 1/2 FEET SOUTHEAST
 BG1805'OF TELEPHONE POLE NUMBERED 1 AND 3 (TWO SEPERATE PLATES), 1 1/2
 BG1805'FEET WEST OF A STEEL FENCE, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 BG1805'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS
 BG1805'MARK IS ABOUT 3.0 MILES NORTHEAST AND EAST ALONG WEST ACCESS
 BG1805'ROAD AND SAN CARLOS ROAD FROM THE MAIN WEST ENTRANCE GATE TO
 BG1805'AIR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1286 ***********************************************************************
 AG1286  DESIGNATION -  4 V 1943
 AG1286  PID         -  AG1286
 AG1286  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1286  USGS QUAD   -  BRANDON (1987)
 AG1286
 AG1286                         *CURRENT SURVEY CONTROL
 AG1286  ___________________________________________________________________
 AG1286* NAD 83(1990)-  27 55 21.57994(N)    082 22 07.35613(W)     ADJUSTED  
 AG1286* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AG1286  ___________________________________________________________________
 AG1286  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AG1286  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AG1286
 AG1286  HORZ ORDER  -  THIRD
 AG1286
 AG1286.The horizontal coordinates were established by classical geodetic methods
 AG1286.and adjusted by the National Geodetic Survey in May 1991..
 AG1286
 AG1286.The orthometric height was scaled from a topographic map.
 AG1286
 AG1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1286
 AG1286.The geoid height was determined by GEOID03.
 AG1286
 AG1286;                    North         East     Units Scale Factor Converg.
 AG1286;SPC FL W     -   397,693.565   163,709.125   MT  0.99995743   -0 10 21.6
 AG1286;SPC FL W     - 1,304,766.30    537,102.35   sFT  0.99995743   -0 10 21.6
 AG1286;UTM  17      - 3,089,388.573   365,321.773   MT  0.99982388   -0 38 27.7
 AG1286
 AG1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1286!SPC FL W     -   1.00000303  x   0.99995743  =   0.99996046
 AG1286!UTM  17      -   1.00000303  x   0.99982388  =   0.99982691
 AG1286
 AG1286:                Primary Azimuth Mark                     Grid Az
 AG1286:SPC FL W     -  3 V 1943                                 270 38 01.8
 AG1286:UTM  17      -  3 V 1943                                 271 06 07.9
 AG1286
 AG1286|---------------------------------------------------------------------|
 AG1286| PID    Reference Object                     Distance      Geod. Az  |
 AG1286|                                                           dddmmss.s |
 AG1286| AG1456 3 V 1943                            APPROX. 2.5 KM 2702740.2 |
 AG1286|---------------------------------------------------------------------|
 AG1286
 AG1286                          SUPERSEDED SURVEY CONTROL
 AG1286
 AG1286  NAD 83(1986)-  27 55 21.59167(N)    082 22 07.36841(W) AD(       ) 3
 AG1286  NAD 27      -  27 55 20.51248(N)    082 22 08.04029(W) AD(       ) 3
 AG1286
 AG1286.Superseded values are not recommended for survey control.
 AG1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1286.See file dsdata.txt to determine how the superseded data were derived.
 AG1286
 AG1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6532289389(NAD 83)
 AG1286_MARKER: Z = SEE DESCRIPTION
 AG1286_SETTING: 0 = UNSPECIFIED SETTING
 AG1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1286
 AG1286  HISTORY     - Date     Condition        Report By
 AG1286  HISTORY     - 1943     MONUMENTED       CGS
 AG1286  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1286
 AG1286                          STATION DESCRIPTION
 AG1286
 AG1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1286'STATION NOT RECOVERED.  REFERENCE MARK 1 RECOVERED LEANING, AND
 AG1286'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AG1286'
 AG1286'REFERENCE MARK 2 IS LOCATED 4.2 MI. E OF THE SE END OF THE
 AG1286'TWENTY-SECOND STREET CAUSEWAY BRIDGE, AT THE SE CORNER OF THE
 AG1286'INTERSECTION OF CAUSEWAY BOULEVARD (STATE ROAD 676) AND
 AG1286'SEVENTY-EIGHTH STREET, 44.0 FT. E OF THE CENTERLINE OF CAUSEWAY
 AG1286'BOULEVARD, 35.0 FT. S OF THE CENTERLINE OF SEVENTY-EIGHTH STREET,
 AG1286'56.6 FT. SE OF THE CENTERLINE OF THE INTERSECTION, 6 FT. S OF A
 AG1286'FENCE CORNER, 10.6 FT. SE OF POWERPOLE NO. 63, AND 9.4 FT. SE
 AG1286'OF A STREET MARKER.  REFERENCE MARK 2 IS A STANDARD
 AG1286'REFERENCE-MARK DISK, STAMPED RM 2 4 V 1943 AND SET IN AN 8-IN.
 AG1286'SQUARE CONCRETE MONUMENT PROTRUDING 6 IN. ABOVE THE GROUND.
 AG1286'
 AG1286'REFERENCE MARK 1 IS LOCATED AT THE NE CORNER OF THE INTERSECTION,
 AG1286'57.6 FT. N OF THE CENTERLINE OF SEVENTY-EIGHTH STREET, 45.9 FT. E
 AG1286'OF THE CENTERLINE OF CAUSEWAY BOULEVARD, AND 73.6 FT. NE OF THE
 AG1286'CENTERLINE OF THE INTERSECTION.  A STANDARD REFERENCE-MARK DISK,
 AG1286'STAMPED RM 1 4 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE
 AG1286'MONUMENT AND PROTRUDES 1 FT. ABOVE THE GROUND.  MONUMENT IS
 AG1286'LEANING ABOUT 20 DEG.  DISTANCE BETWEEN REFERENCE MARKS IS
 AG1286'92.06 FT.
 AG1286'
 AG1286'ARCS WERE SWUNG FROM THE REFERENCE MARKS IN ORDER TO LOCATE THE
 AG1286'STATION.  THE INTERSECTION OF THE ARCS FELL NEAR THE INTERSECTION
 AG1286'OF THE ROADS UNDER THE PAVEMENT.  STATION 4 V PROBABLY DESTROYED
 AG1286'DUE TO THE RECONSTRUCTION OF ROADS.
 AG1286'
 AG1286'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5150 ***********************************************************************
 AB5150  DESIGNATION -  4 WHO
 AB5150  PID         -  AB5150
 AB5150  STATE/COUNTY-  FL/LAKE
 AB5150  USGS QUAD   -  UMATILLA (1985)
 AB5150
 AB5150                         *CURRENT SURVEY CONTROL
 AB5150  ___________________________________________________________________
 AB5150* NAD 83(1986)-  28 57 39.     (N)    081 44 21.     (W)     SCALED    
 AB5150* NAVD 88     -        34.020  (meters)     111.61   (feet)  ADJUSTED  
 AB5150  ___________________________________________________________________
 AB5150  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AB5150  DYNAMIC HT  -          33.972 (meters)     111.46  (feet)  COMP
 AB5150  MODELED GRAV-     979,231.6   (mgal)                       NAVD 88
 AB5150
 AB5150  VERT ORDER  -  SECOND    CLASS I
 AB5150
 AB5150.The horizontal coordinates were scaled from a topographic map and have
 AB5150.an estimated accuracy of +/- 6 seconds.
 AB5150
 AB5150.The orthometric height was determined by differential leveling
 AB5150.and adjusted by the National Geodetic Survey in September 1996..
 AB5150
 AB5150.The geoid height was determined by GEOID03.
 AB5150
 AB5150.The dynamic height is computed by dividing the NAVD 88
 AB5150.geopotential number by the normal gravity value computed on the
 AB5150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5150.degrees latitude (g = 980.6199 gals.).
 AB5150
 AB5150.The modeled gravity was interpolated from observed gravity values.
 AB5150
 AB5150;                    North         East    Units  Estimated Accuracy
 AB5150;SPC FL E     -   512,910.      127,950.      MT  (+/- 180 meters Scaled)
 AB5150
 AB5150                          SUPERSEDED SURVEY CONTROL
 AB5150
 AB5150.No superseded survey control is available for this station.
 AB5150
 AB5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN279038(NAD 83)
 AB5150_MARKER: DB = BENCH MARK DISK
 AB5150_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5150_STAMPING: 4 W.H.O. 1962 113
 AB5150_MARK LOGO: CGS   
 AB5150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5150+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1994
 AB5150
 AB5150  HISTORY     - Date     Condition        Report By
 AB5150  HISTORY     - 1962     MONUMENTED       CGS
 AB5150  HISTORY     - 19940304 GOOD             FLDEP
 AB5150
 AB5150                          STATION DESCRIPTION
 AB5150
 AB5150'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5150'THE MARK IS ABOUT 11.2 MI (18.0 KM) EAST OF WEIRSDALE, 5.1 MI (8.2 KM)
 AB5150'NORTHWEST OF UMATILLA, 13.5 MI (21.7 KM) NORTHEAST OF LEESBURG IN
 AB5150'SECTION 5, TOWNSHIP 18 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM
 AB5150'THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450
 AB5150'WEST IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 5.4 MI (8.7 KM)
 AB5150'TO THE COUNTY LINE FOR LAKE AND MARION COUNTIES AND THE MARK ON THE
 AB5150'LEFT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AB5150'GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF COUNTY ROAD 450.
 AB5150'LOCATED 92.5 FT (28.2 M) SOUTHEAST OF A POWER POLE WITH 3 GUY WIRES
 AB5150'ATTACHED, 28.5 FT (8.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AB5150'COUNTY ROAD 450, 19.7 FT (6.0 M) SOUTHEAST OF A SIGN FOR MARION COUNTY
 AB5150'LINE, 2.5 FT (0.8 M) NORTHEAST OF A BARB WIRE FENCE AND 0.5 FT (15.2
 AB5150'CM) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0055 ***********************************************************************
 AR0055  DESIGNATION -  40 13 ATA
 AR0055  PID         -  AR0055
 AR0055  STATE/COUNTY-  FL/DIXIE
 AR0055  USGS QUAD   -  CROSS CITY WEST (1993)
 AR0055
 AR0055                         *CURRENT SURVEY CONTROL
 AR0055  ___________________________________________________________________
 AR0055* NAD 83(1986)-  29 41 32.     (N)    083 13 22.     (W)     SCALED    
 AR0055* NAVD 88     -        11.903  (meters)      39.05   (feet)  ADJUSTED  
 AR0055  ___________________________________________________________________
 AR0055  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AR0055  DYNAMIC HT  -          11.887 (meters)      39.00  (feet)  COMP
 AR0055  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 AR0055
 AR0055  VERT ORDER  -  FIRST     CLASS I
 AR0055
 AR0055.The horizontal coordinates were scaled from a topographic map and have
 AR0055.an estimated accuracy of +/- 6 seconds.
 AR0055
 AR0055.The orthometric height was determined by differential leveling
 AR0055.and adjusted by the National Geodetic Survey in June 1991..
 AR0055
 AR0055.The geoid height was determined by GEOID03.
 AR0055
 AR0055.The dynamic height is computed by dividing the NAVD 88
 AR0055.geopotential number by the normal gravity value computed on the
 AR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0055.degrees latitude (g = 980.6199 gals.).
 AR0055
 AR0055.The modeled gravity was interpolated from observed gravity values.
 AR0055
 AR0055;                    North         East    Units  Estimated Accuracy
 AR0055;SPC FL N     -    77,420.      723,610.      MT  (+/- 180 meters Scaled)
 AR0055
 AR0055                          SUPERSEDED SURVEY CONTROL
 AR0055
 AR0055  NGVD 29 (??/??/92)   12.109  (m)           39.73   (f) ADJ UNCH    1 1
 AR0055
 AR0055.Superseded values are not recommended for survey control.
 AR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0055.See file dsdata.txt to determine how the superseded data were derived.
 AR0055
 AR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN849867(NAD 83)
 AR0055_MARKER: DD = SURVEY DISK
 AR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0055_STAMPING: 40 13 ATA 1951
 AR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0055+STABILITY: SURFACE MOTION
 AR0055
 AR0055  HISTORY     - Date     Condition        Report By
 AR0055  HISTORY     - 1951     MONUMENTED       USGS
 AR0055  HISTORY     - 1967     GOOD             NGS
 AR0055
 AR0055                          STATION DESCRIPTION
 AR0055
 AR0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0055'4.1 MI SE FROM HINES.
 AR0055'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 357 FROM THE CROSSING OF
 AR0055'THE ATLANTIC COAST LINE RAILROAD AT HINES, THENCE 1.7 MILES
 AR0055'SOUTHEAST ALONG STATE HIGHWAY 358, IN SECTION 16 R 11 E, T 20 S,
 AR0055'ABOUT 0.15 MILE SOUTHEAST OF A 60-FOOT WOODEN BRIDGE OVER A
 AR0055'CANAL, NEAR THE JUNCTION OF AN OLD WOODS ROAD LEADING TO THE
 AR0055'SOUTHWEST, 49 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AR0055'6 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 1.1 FEET
 AR0055'NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 AR0055'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AR0055'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0206 ***********************************************************************
 BE0206  DESIGNATION -  40 JWM USGS
 BE0206  PID         -  BE0206
 BE0206  STATE/COUNTY-  FL/JACKSON
 BE0206  USGS QUAD   -  BASCOM (1994)
 BE0206
 BE0206                         *CURRENT SURVEY CONTROL
 BE0206  ___________________________________________________________________
 BE0206* NAD 83(1986)-  30 56 03.     (N)    085 03 02.     (W)     SCALED    
 BE0206* NAVD 88     -        34.965  (meters)     114.71   (feet)  ADJUSTED  
 BE0206  ___________________________________________________________________
 BE0206  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BE0206  DYNAMIC HT  -          34.921 (meters)     114.57  (feet)  COMP
 BE0206  MODELED GRAV-     979,360.0   (mgal)                       NAVD 88
 BE0206
 BE0206  VERT ORDER  -  SECOND    CLASS 0
 BE0206
 BE0206.The horizontal coordinates were scaled from a topographic map and have
 BE0206.an estimated accuracy of +/- 6 seconds.
 BE0206
 BE0206.The orthometric height was determined by differential leveling
 BE0206.and adjusted by the National Geodetic Survey in June 1991..
 BE0206
 BE0206.The geoid height was determined by GEOID03.
 BE0206
 BE0206.The dynamic height is computed by dividing the NAVD 88
 BE0206.geopotential number by the normal gravity value computed on the
 BE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0206.degrees latitude (g = 980.6199 gals.).
 BE0206
 BE0206.The modeled gravity was interpolated from observed gravity values.
 BE0206
 BE0206;                    North         East    Units  Estimated Accuracy
 BE0206;SPC FL N     -   214,530.      547,380.      MT  (+/- 180 meters Scaled)
 BE0206
 BE0206                          SUPERSEDED SURVEY CONTROL
 BE0206
 BE0206  NGVD 29 (??/??/92)   35.092  (m)          115.13   (f) ADJ UNCH    2 0
 BE0206
 BE0206.Superseded values are not recommended for survey control.
 BE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0206.See file dsdata.txt to determine how the superseded data were derived.
 BE0206
 BE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV862239(NAD 83)
 BE0206_MARKER: DD = SURVEY DISK
 BE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0206_STAMPING: 40 JWM 1951 115
 BE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0206+STABILITY: SURFACE MOTION
 BE0206
 BE0206  HISTORY     - Date     Condition        Report By
 BE0206  HISTORY     - 1951     MONUMENTED       USGS
 BE0206  HISTORY     - 1953     GOOD             NGS
 BE0206  HISTORY     - 20010331 POOR             NGS
 BE0206
 BE0206                          STATION DESCRIPTION
 BE0206
 BE0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BE0206'5.4 MI E FROM BASCOM.
 BE0206'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 165 FROM THE METHODIST
 BE0206'CHURCH AND CEMETERY AT BASCOM, THENCE ABOUT 2.45 MILES EAST
 BE0206'ALONG A GRADED ROAD, THENCE ABOUT 2.2 MILES NORTHEAST ALONG A
 BE0206'NARROW GRADED ROAD, AT THE JUNCTION OF A ROAD LEADING SOUTH, 17
 BE0206'FEET NORTHWEST OF CENTER LINE OF ROAD, ABOUT IN LINE WITH EXTENDED
 BE0206'CENTER LINE OF ROAD SOUTH, ABOUT LEVEL WITH JUNCTION AND SET IN
 BE0206'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0206
 BE0206                          STATION RECOVERY (2001)
 BE0206
 BE0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0287 ***********************************************************************
 AG0287  DESIGNATION -  400 FLHD
 AG0287  PID         -  AG0287
 AG0287  STATE/COUNTY-  FL/PINELLAS
 AG0287  USGS QUAD   -  ST PETERSBURG (1987)
 AG0287
 AG0287                         *CURRENT SURVEY CONTROL
 AG0287  ___________________________________________________________________
 AG0287* NAD 83(1986)-  27 48 37.     (N)    082 38 11.     (W)     SCALED    
 AG0287* NAVD 88     -         2.005  (meters)       6.58   (feet)  ADJUSTED  
 AG0287  ___________________________________________________________________
 AG0287  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0287  DYNAMIC HT  -           2.002 (meters)       6.57  (feet)  COMP
 AG0287  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 AG0287
 AG0287  VERT ORDER  -  SECOND    CLASS II
 AG0287
 AG0287.The horizontal coordinates were scaled from a topographic map and have
 AG0287.an estimated accuracy of +/- 6 seconds.
 AG0287
 AG0287.The orthometric height was determined by differential leveling
 AG0287.and adjusted by the National Geodetic Survey in June 1991..
 AG0287
 AG0287.The geoid height was determined by GEOID03.
 AG0287
 AG0287.The dynamic height is computed by dividing the NAVD 88
 AG0287.geopotential number by the normal gravity value computed on the
 AG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0287.degrees latitude (g = 980.6199 gals.).
 AG0287
 AG0287.The modeled gravity was interpolated from observed gravity values.
 AG0287
 AG0287;                    North         East    Units  Estimated Accuracy
 AG0287;SPC FL W     -   385,350.      137,300.      MT  (+/- 180 meters Scaled)
 AG0287
 AG0287                          SUPERSEDED SURVEY CONTROL
 AG0287
 AG0287  NGVD 29 (??/??/92)    2.269  (m)            7.44   (f) ADJ UNCH    2 2
 AG0287
 AG0287.Superseded values are not recommended for survey control.
 AG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0287.See file dsdata.txt to determine how the superseded data were derived.
 AG0287
 AG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388772(NAD 83)
 AG0287_MARKER: DD = SURVEY DISK
 AG0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0287_SP_SET: HEADWALL
 AG0287_STAMPING: 400
 AG0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0287
 AG0287  HISTORY     - Date     Condition        Report By
 AG0287  HISTORY     - UNK      MONUMENTED       FLHD
 AG0287  HISTORY     - 1976     GOOD             NGS
 AG0287  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AG0287  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG0287
 AG0287                          STATION DESCRIPTION
 AG0287
 AG0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0287'IN ST PETERSBURG.
 AG0287'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0287'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 3.75
 AG0287'MILES TO THE INTERSECTION OF 42ND AVE. N.  TURN LEFT AND RUN EASTERLY
 AG0287'ON 42ND AVE. N. FOR 0.10 MILE TO 3RD ST. N.  STATION ON LEFT, N.E.
 AG0287'CORNER, 20.0 FT. NORTH OF THE CENTERLINE OF 42ND AVE. N., 23.3 FT.
 AG0287'EAST OF THE CENTERLINE OF 3RD ST. N.  SET IN THE TOP OF A CONCRETE
 AG0287'HEADWALL.  SECTION 6, T 31, R 17.
 AG0287
 AG0287                          STATION RECOVERY (1991)
 AG0287
 AG0287'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0287'MARK NOT FOUND.
 AG0287
 AG0287                          STATION RECOVERY (2003)
 AG0287
 AG0287'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0287'THERE IS NO HEADWALL WITHIN TWO BLOCKS OF THE LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2807 ***********************************************************************
 AI2807  DESIGNATION -  4000
 AI2807  PID         -  AI2807
 AI2807  STATE/COUNTY-  FL/POLK
 AI2807  USGS QUAD   -  MULBERRY (1987)
 AI2807
 AI2807                         *CURRENT SURVEY CONTROL
 AI2807  ___________________________________________________________________
 AI2807* NAD 83(1999)-  27 56 10.21954(N)    081 58 28.00636(W)     ADJUSTED  
 AI2807* NAVD 88     -        41.0    (meters)     135.     (feet)  GPS OBS   
 AI2807  ___________________________________________________________________
 AI2807  X           -     787,294.626 (meters)                     COMP
 AI2807  Y           -  -5,583,821.293 (meters)                     COMP
 AI2807  Z           -   2,970,265.236 (meters)                     COMP
 AI2807  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AI2807  ELLIP HEIGHT-          15.36  (meters)          (05/31/01) GPS OBS
 AI2807  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AI2807
 AI2807  HORZ ORDER  -  FIRST
 AI2807  ELLP ORDER  -  FOURTH    CLASS I
 AI2807
 AI2807.The horizontal coordinates were established by GPS observations
 AI2807.and adjusted by the National Geodetic Survey in May 2001..
 AI2807
 AI2807.The orthometric height was determined by GPS observations and a
 AI2807.high-resolution geoid model.
 AI2807
 AI2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2807
 AI2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2807
 AI2807.The ellipsoidal height was determined by GPS observations
 AI2807.and is referenced to NAD 83.
 AI2807
 AI2807.The geoid height was determined by GEOID03.
 AI2807
 AI2807;                    North         East     Units Scale Factor Converg.
 AI2807;SPC FL W     -   399,136.324   202,514.850   MT  0.99994125   +0 00 43.1
 AI2807;SPC FL W     - 1,309,499.76    664,417.47   sFT  0.99994125   +0 00 43.1
 AI2807;UTM  17      - 3,090,513.811   404,130.983   MT  0.99971344   -0 27 23.6
 AI2807
 AI2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2807!SPC FL W     -   0.99999759  x   0.99994125  =   0.99993884
 AI2807!UTM  17      -   0.99999759  x   0.99971344  =   0.99971103
 AI2807
 AI2807                          SUPERSEDED SURVEY CONTROL
 AI2807
 AI2807  NAD 83(1990)-  27 56 10.21797(N)    081 58 28.00584(W) AD(       ) 1
 AI2807  ELLIP H (11/30/99)   15.33   (m)                       GP(       ) 4 1
 AI2807
 AI2807.Superseded values are not recommended for survey control.
 AI2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2807.See file dsdata.txt to determine how the superseded data were derived.
 AI2807
 AI2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0413190514(NAD 83)
 AI2807_MARKER: DD = SURVEY DISK
 AI2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2807_STAMPING: GPS 4000 1999
 AI2807_MARK LOGO: FL1690
 AI2807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2807+STABILITY: SURFACE MOTION
 AI2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2807+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AI2807
 AI2807  HISTORY     - Date     Condition        Report By
 AI2807  HISTORY     - 1998     MONUMENTED       KEISCH
 AI2807  HISTORY     - 20030604 GOOD             INDIV
 AI2807  HISTORY     - 20060110 GOOD             USPSQD
 AI2807
 AI2807                          STATION DESCRIPTION
 AI2807
 AI2807'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1998 (RWY)
 AI2807'THE STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTH OF LAKELAND IN THE
 AI2807'WEST RIGHT OF WAY OF STATE ROAD 37 IN SECTION 26, TOWNSHIP 29 SOUTH,
 AI2807'RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM THE
 AI2807'INTERSECTION OF STATE ROAD 37 AND SHEPHERD ROAD, SOUTH OF LAKELAND, GO
 AI2807'SOUTH ON STATE ROAD 37 FOR 0.20 MI (0.32 KM) TO THE STATION ON THE
 AI2807'RIGHT.  THE STATION LIES 5.6 FT (1.7 M) SOUTH OF THE SOUTHEAST CORNER
 AI2807'OF THE DISCOUNT AUTO PARTS PARKING LOT AND 8.3 FT (2.5 M) EAST OF A
 AI2807'CARSONITE WITNESS POST.  THE STATION IS A ROUND POURED-IN-PLACE
 AI2807'CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY OF LAKELAND
 AI2807'GEODETIC CONTROL DISC STAMPED 4000 1999, RECESSED 0.4 FT (12.2 CM)
 AI2807'BELOW THE GROUND.  REFERENCES--SET NAIL AND DISC, LB 1337, IN POWER
 AI2807'POLE (NUMBER 40813-40944) , NORTH 85 DEGREES WEST AT 24.57 FT (7.49 M)
 AI2807'.  SET NAIL AND DISC, LB 1337, IN POWER POLE (NUMBER 40816-40943) ,
 AI2807'SOUTH 67 DEGREES EAST AT 21.24 FT (6.47 M) .  X-CUT SET IN CONCRETE
 AI2807'CURB, NORTH 4 DEGREES EAST AT 5.62 FT (1.71 M) .  SET CARSONITE
 AI2807'WITMESS POST, WEST AT 8.3 FT (2.5 M) .
 AI2807
 AI2807                          STATION RECOVERY (2003)
 AI2807
 AI2807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2807'RECOVERED AS DESCRIBED IN GOOD CONDITION. RECOVERY NOTE BY POLK COUNTY
 AI2807'PROPERTY APPRAISER GIS DEPARTMENT.
 AI2807
 AI2807                          STATION RECOVERY (2006)
 AI2807
 AI2807'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AI2807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2808 ***********************************************************************
 AI2808  DESIGNATION -  4001
 AI2808  PID         -  AI2808
 AI2808  STATE/COUNTY-  FL/POLK
 AI2808  USGS QUAD   -  NICHOLS (1987)
 AI2808
 AI2808                         *CURRENT SURVEY CONTROL
 AI2808  ___________________________________________________________________
 AI2808* NAD 83(1999)-  27 56 18.57112(N)    082 00 52.11672(W)     ADJUSTED  
 AI2808* NAVD 88     -        35.1    (meters)     115.     (feet)  GPS OBS   
 AI2808  ___________________________________________________________________
 AI2808  X           -     783,375.754 (meters)                     COMP
 AI2808  Y           -  -5,584,245.598 (meters)                     COMP
 AI2808  Z           -   2,970,489.625 (meters)                     COMP
 AI2808  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AI2808  ELLIP HEIGHT-           9.52  (meters)          (05/31/01) GPS OBS
 AI2808  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AI2808
 AI2808  HORZ ORDER  -  FIRST
 AI2808  ELLP ORDER  -  FOURTH    CLASS I
 AI2808
 AI2808.The horizontal coordinates were established by GPS observations
 AI2808.and adjusted by the National Geodetic Survey in May 2001..
 AI2808
 AI2808.The orthometric height was determined by GPS observations and a
 AI2808.high-resolution geoid model.
 AI2808
 AI2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2808
 AI2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2808
 AI2808.The ellipsoidal height was determined by GPS observations
 AI2808.and is referenced to NAD 83.
 AI2808
 AI2808.The geoid height was determined by GEOID03.
 AI2808
 AI2808;                    North         East     Units Scale Factor Converg.
 AI2808;SPC FL W     -   399,393.216   198,575.304   MT  0.99994120   -0 00 24.4
 AI2808;SPC FL W     - 1,310,342.58    651,492.48   sFT  0.99994120   -0 00 24.4
 AI2808;UTM  17      - 3,090,802.846   400,194.548   MT  0.99972295   -0 28 31.2
 AI2808
 AI2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2808!SPC FL W     -   0.99999850  x   0.99994120  =   0.99993970
 AI2808!UTM  17      -   0.99999850  x   0.99972295  =   0.99972145
 AI2808
 AI2808                          SUPERSEDED SURVEY CONTROL
 AI2808
 AI2808  NAD 83(1990)-  27 56 18.56950(N)    082 00 52.11615(W) AD(       ) 1
 AI2808
 AI2808.Superseded values are not recommended for survey control.
 AI2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2808.See file dsdata.txt to determine how the superseded data were derived.
 AI2808
 AI2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0019590803(NAD 83)
 AI2808_MARKER: DD = SURVEY DISK
 AI2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2808_STAMPING: GPS 4001 1999
 AI2808_MARK LOGO: FL1690
 AI2808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2808+STABILITY: SURFACE MOTION
 AI2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2808+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AI2808
 AI2808  HISTORY     - Date     Condition        Report By
 AI2808  HISTORY     - 1998     MONUMENTED       KEISCH
 AI2808  HISTORY     - 20030604 GOOD             INDIV
 AI2808  HISTORY     - 20060523 GOOD             PICKET
 AI2808
 AI2808                          STATION DESCRIPTION
 AI2808
 AI2808'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1998 (RWY)
 AI2808'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF LAKELAND IN
 AI2808'THE GRASS MEDIAN OF SHEPHERD ROAD, IN SECTION 28, TOWNSHIP 29 SOUTH,
 AI2808'RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM THE
 AI2808'INTERSECTION OF STATE ROAD 37 AND SHEPHERD ROAD, SOUTH OF LAKELAND, GO
 AI2808'WEST ON SHEPHERD ROAD FOR 2.4 MI (3.9 KM) TO THE INTERSECTION WITH
 AI2808'BAILEY ROAD AND THE STATION IN MEDIAN.  THE STATION LIES 50.1 FT (15.3
 AI2808'M) WEST OF WEST BULLNOSE AND 34.0 FT (10.4 M) EAST OF A CARSONITE
 AI2808'WITNESS POST.  THE STATION IS A ROUND POURED-IN-PLACE CONCRETE
 AI2808'MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY OF LAKELAND GEODETIC
 AI2808'CONTROL DISC STAMPED 4001 1999 RECESSED 0.9 FT (27.4 CM) BELOW GROUND.
 AI2808'REFERENCES--SET X-CUT IN CONCRETE CURB, NORTH 4 DEGREES EAST AT 12.52
 AI2808'FT (3.82 M) .  SET X-CUT IN CONCRETE CURB, SOUTH 82 DEGREES EAST AT
 AI2808'50.79 FT (15.48 M) .  SET X-CUT IN CONCRETE CURB, SOUTH 11 DEGREES
 AI2808'EAST AT 4.05 FT (1.23 M) .  SET CARSONITE WITNESS POST, NORTH 76
 AI2808'DEGREES WEST AT 34.0 FT (10.4 M) .
 AI2808
 AI2808                          STATION RECOVERY (2003)
 AI2808
 AI2808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2808'RECOVERED AS DESCRIBED IN GOOD CONDITION. RECOVERY NOTE BY POLK COUNTY
 AI2808'PROPERTY APPRAISER GIS DEPARTMENT.
 AI2808
 AI2808                          STATION RECOVERY (2006)
 AI2808
 AI2808'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2006 (JM)
 AI2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2809 ***********************************************************************
 AI2809  DESIGNATION -  4002
 AI2809  PID         -  AI2809
 AI2809  STATE/COUNTY-  FL/POLK
 AI2809  USGS QUAD   -  MULBERRY (1987)
 AI2809
 AI2809                         *CURRENT SURVEY CONTROL
 AI2809  ___________________________________________________________________
 AI2809* NAD 83(1999)-  27 59 48.25135(N)    081 54 00.66457(W)     ADJUSTED  
 AI2809* NAVD 88     -        37.8    (meters)     124.     (feet)  GPS OBS   
 AI2809  ___________________________________________________________________
 AI2809  X           -     794,087.285 (meters)                     COMP
 AI2809  Y           -  -5,579,676.954 (meters)                     COMP
 AI2809  Z           -   2,976,191.465 (meters)                     COMP
 AI2809  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AI2809  ELLIP HEIGHT-          11.76  (meters)          (05/31/01) GPS OBS
 AI2809  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AI2809
 AI2809  HORZ ORDER  -  FIRST
 AI2809  ELLP ORDER  -  FOURTH    CLASS I
 AI2809
 AI2809.The horizontal coordinates were established by GPS observations
 AI2809.and adjusted by the National Geodetic Survey in May 2001..
 AI2809
 AI2809.The orthometric height was determined by GPS observations and a
 AI2809.high-resolution geoid model.
 AI2809
 AI2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2809
 AI2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2809
 AI2809.The ellipsoidal height was determined by GPS observations
 AI2809.and is referenced to NAD 83.
 AI2809
 AI2809.The geoid height was determined by GEOID03.
 AI2809
 AI2809;                    North         East     Units Scale Factor Converg.
 AI2809;SPC FL W     -   405,851.361   209,817.750   MT  0.99994237   +0 02 48.7
 AI2809;SPC FL W     - 1,331,530.67    688,377.07   sFT  0.99994237   +0 02 48.7
 AI2809;UTM  17      - 3,097,167.271   411,486.861   MT  0.99969670   -0 25 21.3
 AI2809
 AI2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2809!SPC FL W     -   0.99999815  x   0.99994237  =   0.99994052
 AI2809!UTM  17      -   0.99999815  x   0.99969670  =   0.99969485
 AI2809
 AI2809                          SUPERSEDED SURVEY CONTROL
 AI2809
 AI2809  NAD 83(1990)-  27 59 48.24994(N)    081 54 00.66417(W) AD(       ) 1
 AI2809  ELLIP H (11/30/99)   11.72   (m)                       GP(       ) 4 1
 AI2809
 AI2809.Superseded values are not recommended for survey control.
 AI2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2809.See file dsdata.txt to determine how the superseded data were derived.
 AI2809
 AI2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1148797167(NAD 83)
 AI2809_MARKER: DD = SURVEY DISK
 AI2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2809_STAMPING: GPS 4002 1999
 AI2809_MARK LOGO: FL1690
 AI2809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2809+STABILITY: SURFACE MOTION
 AI2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2809+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 AI2809
 AI2809  HISTORY     - Date     Condition        Report By
 AI2809  HISTORY     - 1998     MONUMENTED       KEISCH
 AI2809  HISTORY     - 20030627 GOOD             FL-105
 AI2809
 AI2809                          STATION DESCRIPTION
 AI2809
 AI2809'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1998 (RWY)
 AI2809'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF LAKELAND IN
 AI2809'THE SOUTH RIGHT OF WAY OF LAKE WINTERSET ROAD, IN SECTION 3, TOWNSHIP
 AI2809'29 SOUTH, RANGE 24 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION
 AI2809'FROM THE INTERSECTION OF COUNTY ROAD 540, US 98 AND LAKE WINTERSET
 AI2809'ROAD, GO WEST ON LAKE WINTERSET ROAD FOR 0.05 MI (0.08 KM) TO A ONE
 AI2809'STORY WAREHOUSE ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION
 AI2809'IS LOCATED WEST OF A RETENTION POND AND 4.0 FT (1.2 M) EAST OF A
 AI2809'CARSONITE WITNESS POST.  THE STATION IS A ROUND POURED-IN-PLACE
 AI2809'CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY OF LAKELAND
 AI2809'GEODETIC CONTROL DISC STAMPED 4002 1999, RECESSED 0.8 FT (24.4 CM)
 AI2809'BELOW THE GROUND.  REFERENCES--SET NAIL AND DISC LB 1337 AT THE EDGE
 AI2809'OF PAVEMENT, NORTH 4 DEGREES EAST AT 13.59 FT (4.14 M) .  SET NAIL AND
 AI2809'DISC LB 1337 IN WOOD POWER POLE (NO NUMBER) NORTH 81 EAST AT 86.33 FT
 AI2809'(26.31 M) .  SET NAIL AND DISC LB 1337 AT THE EDGE OF PAVEMENT, SOUTH
 AI2809'43 DEGREES WEST AT 12.51 FT (3.81 M) .  SET CARSONITE WITNESS POST,
 AI2809'NORTH 82 WEST AT 4.0 FT (1.2 M) .
 AI2809
 AI2809                          STATION RECOVERY (2003)
 AI2809
 AI2809'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AI2809'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2809'APPRAISER GIS DEPARTMENT. SET WITNESS POST WEST 36.0'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2817 ***********************************************************************
 AI2817  DESIGNATION -  4003
 AI2817  PID         -  AI2817
 AI2817  STATE/COUNTY-  FL/POLK
 AI2817  USGS QUAD   -  MULBERRY (1987)
 AI2817
 AI2817                         *CURRENT SURVEY CONTROL
 AI2817  ___________________________________________________________________
 AI2817* NAD 83(1999)-  27 59 46.41982(N)    081 57 24.13912(W)     ADJUSTED  
 AI2817* NAVD 88     -        57.6    (meters)     189.     (feet)  GPS OBS   
 AI2817  ___________________________________________________________________
 AI2817  X           -     788,588.860 (meters)                     COMP
 AI2817  Y           -  -5,580,501.162 (meters)                     COMP
 AI2817  Z           -   2,976,151.010 (meters)                     COMP
 AI2817  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AI2817  ELLIP HEIGHT-          31.63  (meters)          (05/31/01) GPS OBS
 AI2817  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AI2817
 AI2817  HORZ ORDER  -  FIRST
 AI2817  ELLP ORDER  -  FOURTH    CLASS I
 AI2817
 AI2817.The horizontal coordinates were established by GPS observations
 AI2817.and adjusted by the National Geodetic Survey in May 2001..
 AI2817
 AI2817.The orthometric height was determined by GPS observations and a
 AI2817.high-resolution geoid model.
 AI2817
 AI2817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2817
 AI2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2817
 AI2817.The ellipsoidal height was determined by GPS observations
 AI2817.and is referenced to NAD 83.
 AI2817
 AI2817.The geoid height was determined by GEOID03.
 AI2817
 AI2817;                    North         East     Units Scale Factor Converg.
 AI2817;SPC FL W     -   405,791.725   204,258.444   MT  0.99994140   +0 01 13.2
 AI2817;SPC FL W     - 1,331,335.02    670,137.91   sFT  0.99994140   +0 01 13.2
 AI2817;UTM  17      - 3,097,153.190   405,928.582   MT  0.99970922   -0 26 56.8
 AI2817
 AI2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2817!SPC FL W     -   0.99999503  x   0.99994140  =   0.99993643
 AI2817!UTM  17      -   0.99999503  x   0.99970922  =   0.99970425
 AI2817
 AI2817                          SUPERSEDED SURVEY CONTROL
 AI2817
 AI2817  NAD 83(1990)-  27 59 46.41837(N)    081 57 24.13869(W) AD(       ) 1
 AI2817  ELLIP H (11/30/99)   31.60   (m)                       GP(       ) 4 1
 AI2817
 AI2817.Superseded values are not recommended for survey control.
 AI2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2817.See file dsdata.txt to determine how the superseded data were derived.
 AI2817
 AI2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0592997153(NAD 83)
 AI2817_MARKER: DD = SURVEY DISK
 AI2817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2817_SP_SET: ABUTMENTS AND PIERS OF LARGE BRI
 AI2817_STAMPING: GPS 4003
 AI2817_MARK LOGO: FLDT  
 AI2817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2817+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AI2817
 AI2817  HISTORY     - Date     Condition        Report By
 AI2817  HISTORY     - UNK      MONUMENTED
 AI2817  HISTORY     - 19990108 GOOD             KEISCH
 AI2817  HISTORY     - 20030604 GOOD             INDIV
 AI2817  HISTORY     - 20060110 GOOD             USPSQD
 AI2817
 AI2817                          STATION DESCRIPTION
 AI2817
 AI2817'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RWY)
 AI2817'THE STATION IS LOCATED IN THE RIGHT OF WAY STATE ROAD 570 (POLK COUNTY
 AI2817'PARKWAY) , IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 24 EAST, POLK
 AI2817'COUNTY, FLORIDA.  THE STATION LIES IN THE NORTHEAST CORNER OF THE
 AI2817'STATE ROAD 570 (POLK CO.  PARKWAY) OVERPASS AT THE INTERSECTION WITH
 AI2817'SOUTH FLORIDA AVENUE.  THE STATION IS A FLORIDA DEPARTMENT OF
 AI2817'TRANSPORTATION SURVEY DISC SET IN THE TOP OF THE BRIDGE ABUTEMENT
 AI2817'STAMPED GPS 4003.  REFFERENCES--SET X-CUT IN CONCRETE BRIDGE DECK,
 AI2817'SOUTH 40 DEGREES EAST AT 13.11 FT (4.00 M) .  SET X-CUT IN SOUTHEAST
 AI2817'CORNER OF BRIDGE ABUTMENT, SOUTH 35 DEGREES WEST AT 57.59 FT (17.55 M)
 AI2817'.  SET X-CUT IN CONCRETE BRIDGE RAIL, NORTH 70 DEGREES WEST AT 14.81
 AI2817'FT (4.51 M) .  SET CARSONITE WITNESS POST, NORTH 59 DEGREES EAST AT
 AI2817'2.05 FT (0.62 M) .
 AI2817
 AI2817                          STATION RECOVERY (2003)
 AI2817
 AI2817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2817'RECOVERED AS DESCRIBED IN GOOD CONDITION. RECOVERY NOTE BY POLK COUNTY
 AI2817'PROPERTY APPRAISER GIS DEPARTMENT.
 AI2817
 AI2817                          STATION RECOVERY (2006)
 AI2817
 AI2817'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AI2817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2810 ***********************************************************************
 AI2810  DESIGNATION -  4004
 AI2810  PID         -  AI2810
 AI2810  STATE/COUNTY-  FL/POLK
 AI2810  USGS QUAD   -  AUBURNDALE (1988)
 AI2810
 AI2810                         *CURRENT SURVEY CONTROL
 AI2810  ___________________________________________________________________
 AI2810* NAD 83(1999)-  28 00 34.60124(N)    081 50 38.18046(W)     ADJUSTED  
 AI2810* NAVD 88     -        33.2    (meters)     109.     (feet)  GPS OBS   
 AI2810  ___________________________________________________________________
 AI2810  X           -     799,468.667 (meters)                     COMP
 AI2810  Y           -  -5,578,227.420 (meters)                     COMP
 AI2810  Z           -   2,977,448.973 (meters)                     COMP
 AI2810  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AI2810  ELLIP HEIGHT-           6.98  (meters)          (05/31/01) GPS OBS
 AI2810  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AI2810
 AI2810  HORZ ORDER  -  FIRST
 AI2810  ELLP ORDER  -  FOURTH    CLASS I
 AI2810
 AI2810.The horizontal coordinates were established by GPS observations
 AI2810.and adjusted by the National Geodetic Survey in May 2001..
 AI2810
 AI2810.The orthometric height was determined by GPS observations and a
 AI2810.high-resolution geoid model.
 AI2810
 AI2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2810
 AI2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2810
 AI2810.The ellipsoidal height was determined by GPS observations
 AI2810.and is referenced to NAD 83.
 AI2810
 AI2810.The geoid height was determined by GEOID03.
 AI2810
 AI2810;                    North         East     Units Scale Factor Converg.
 AI2810;SPC FL W     -   407,283.877   215,348.195   MT  0.99994408   +0 04 23.8
 AI2810;SPC FL W     - 1,336,230.52    706,521.54   sFT  0.99994408   +0 04 23.8
 AI2810;UTM  17      - 3,098,554.067   417,027.461   MT  0.99968497   -0 23 46.9
 AI2810
 AI2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2810!SPC FL W     -   0.99999890  x   0.99994408  =   0.99994298
 AI2810!UTM  17      -   0.99999890  x   0.99968497  =   0.99968387
 AI2810
 AI2810                          SUPERSEDED SURVEY CONTROL
 AI2810
 AI2810  NAD 83(1990)-  28 00 34.59991(N)    081 50 38.18014(W) AD(       ) 1
 AI2810  ELLIP H (11/30/99)    6.93   (m)                       GP(       ) 4 1
 AI2810
 AI2810.Superseded values are not recommended for survey control.
 AI2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2810.See file dsdata.txt to determine how the superseded data were derived.
 AI2810
 AI2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1702798554(NAD 83)
 AI2810_MARKER: DD = SURVEY DISK
 AI2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2810_STAMPING: GPS 4004 1999
 AI2810_MARK LOGO: FL1690
 AI2810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2810+STABILITY: SURFACE MOTION
 AI2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2810+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 AI2810
 AI2810  HISTORY     - Date     Condition        Report By
 AI2810  HISTORY     - 1998     MONUMENTED       KEISCH
 AI2810  HISTORY     - 20020119 GOOD             UFL
 AI2810  HISTORY     - 20030716 GOOD             FL-105
 AI2810
 AI2810                          STATION DESCRIPTION
 AI2810
 AI2810'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1998 (RWY)
 AI2810'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST OF LAKELAND IN THE
 AI2810'GRASS MEDIAN OF THE ON-OFF RAMP TO STATE ROAD 570 (POLK CO PARKWAY) IN
 AI2810'SECTION 32, TOWNSHIP 28 SOUTH, RANGE 25 EAST, POLK COUNTY, FLORIDA.
 AI2810'TO REACH THE STATION FROM THE INTERSECTION OF US 98 AND COUNTY ROAD
 AI2810'540, SOUTH OF LAKELAND, GO EAST ON COUNTY ROAD 540 FOR 3.7 MI (6.0 KM)
 AI2810'TO THE ENTRANCE TO THE POLK COUNTY LANDFILL AND THE ON-OFF RAMP TO
 AI2810'STATE ROAD 570.  GO WEST ON THE ON-RAMP TO STATE ROAD 570 FOR 0.12 MI
 AI2810'(0.19 KM) TO THE STATION IN THE MEDIAN.  THE STATION LIES 2.2 FT (0.7
 AI2810'M) EAST OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2810'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2810'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4004 1999, RECESSED 0.5 FT
 AI2810'(15.2 CM) BELOW GROUND.  REFERENCES--SET X-CUT IN CONCRETE CURB, NORTH
 AI2810'4 DEGREES WEST AT 7.02 FT (2.14 M) .  SET X-CUT IN CONCRETE CURB,
 AI2810'SOUTH 24 DEGREES EAST AT 19.18 FT (5.85 M) .  SET X-CUT IN CONCRETE
 AI2810'CURB, SOUTH 24 DEGREES WEST AT 20.11 FT (6.13 M) . SET CARSONITE
 AI2810'WITNESS POST, NORTH 88 DEGREES WEST AT 2.2 FT (0.7 M) .
 AI2810
 AI2810                          STATION RECOVERY (2002)
 AI2810
 AI2810'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 2002 (DRD)
 AI2810'MARK RECOVERED, WITNESS POST DESTROYED.
 AI2810
 AI2810                          STATION RECOVERY (2003)
 AI2810
 AI2810'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AI2810'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2810'APPRAISER GIS DEPARTMENT. SET WITNESS POST NORTH AT 62.6'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2811 ***********************************************************************
 AI2811  DESIGNATION -  4005
 AI2811  PID         -  AI2811
 AI2811  STATE/COUNTY-  FL/POLK
 AI2811  USGS QUAD   -  PLANT CITY EAST (1993)
 AI2811
 AI2811                         *CURRENT SURVEY CONTROL
 AI2811  ___________________________________________________________________
 AI2811* NAD 83(1999)-  28 02 23.76061(N)    082 00 02.34152(W)     ADJUSTED  
 AI2811* NAVD 88     -        41.4    (meters)     136.     (feet)  GPS OBS   
 AI2811  ___________________________________________________________________
 AI2811  X           -     783,989.837 (meters)                     COMP
 AI2811  Y           -  -5,578,837.074 (meters)                     COMP
 AI2811  Z           -   2,980,419.203 (meters)                     COMP
 AI2811  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AI2811  ELLIP HEIGHT-          15.39  (meters)          (05/31/01) GPS OBS
 AI2811  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AI2811
 AI2811  HORZ ORDER  -  FIRST
 AI2811  ELLP ORDER  -  FOURTH    CLASS I
 AI2811
 AI2811.The horizontal coordinates were established by GPS observations
 AI2811.and adjusted by the National Geodetic Survey in May 2001..
 AI2811
 AI2811.The orthometric height was determined by GPS observations and a
 AI2811.high-resolution geoid model.
 AI2811
 AI2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2811
 AI2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2811
 AI2811.The ellipsoidal height was determined by GPS observations
 AI2811.and is referenced to NAD 83.
 AI2811
 AI2811.The geoid height was determined by GEOID03.
 AI2811
 AI2811;                    North         East     Units Scale Factor Converg.
 AI2811;SPC FL W     -   410,634.148   199,936.051   MT  0.99994118   -0 00 01.1
 AI2811;SPC FL W     - 1,347,222.20    655,956.86   sFT  0.99994118   -0 00 01.1
 AI2811;UTM  17      - 3,102,029.783   401,647.009   MT  0.99971939   -0 28 13.5
 AI2811
 AI2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2811!SPC FL W     -   0.99999758  x   0.99994118  =   0.99993876
 AI2811!UTM  17      -   0.99999758  x   0.99971939  =   0.99971697
 AI2811
 AI2811                          SUPERSEDED SURVEY CONTROL
 AI2811
 AI2811  NAD 83(1990)-  28 02 23.75915(N)    082 00 02.34106(W) AD(       ) 1
 AI2811  ELLIP H (11/30/99)   15.36   (m)                       GP(       ) 4 1
 AI2811
 AI2811.Superseded values are not recommended for survey control.
 AI2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2811.See file dsdata.txt to determine how the superseded data were derived.
 AI2811
 AI2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0164702030(NAD 83)
 AI2811_MARKER: DD = SURVEY DISK
 AI2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2811_STAMPING: GPS 4005 1999
 AI2811_MARK LOGO: FL1690
 AI2811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2811+STABILITY: SURFACE MOTION
 AI2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2811+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 AI2811
 AI2811  HISTORY     - Date     Condition        Report By
 AI2811  HISTORY     - 1998     MONUMENTED       KEISCH
 AI2811  HISTORY     - 20030606 GOOD             INDIV
 AI2811
 AI2811                          STATION DESCRIPTION
 AI2811
 AI2811'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1998 (RWY)
 AI2811'THE STATION IS LOCATED IN THE NORTH RIGHT OF WAY OF US 92 IN SECTION
 AI2811'15, TOWNSHIP 28 SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH
 AI2811'THE STATION FROM THE INTERSECTION OF US 92 AND AIRPORT ROAD, GO EAST
 AI2811'ON US 92 FOR 1.2 MI (1.9 KM) TO THE ENTRANCE DRIVEWAY TO ROSS OF
 AI2811'FLORIDA ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION LIES 23
 AI2811'FT (7.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT AND 9.0 FT (2.7 M)
 AI2811'SOUTH SOUTHEAST OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2811'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2811'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4005 1999, RECESSED 0.5 FT
 AI2811'(15.2 CM) BELOW THE GROUND.  REFERENCES--SET NAIL AND DISC, LB 1337,
 AI2811'SET IN WOOD POWER POLE (NUMBER 13-2) , NORTH 62 DEGREES WEST AT 23.77
 AI2811'FT (7.25 M) .  SET NAIL AND DISC, LB 1337, IN NORTH EDGE OF PAVEMENT,
 AI2811'SOUTH 59 DEGREES EAST AT 39.40 FT (12.01 M) .  SET NAIL AND DISC, LB
 AI2811'1337, IN THE NORTH EDGE OF PAVEMENT, SOUTH 2 DEGREES WEST AT 23.85 FT
 AI2811'(7.27 M) .  SET CARSONITE WITNESS POST, NORTH 10 DEGREES WEST AT 9.0
 AI2811'FT (2.7 M) .
 AI2811
 AI2811                          STATION RECOVERY (2003)
 AI2811
 AI2811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2811'RECOVERED AS DESCRIBED IN GOOD CONDITION. RECOVERY NOTE BY POLK COUNTY
 AI2811'PROPERTY APPRAISER GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2819 ***********************************************************************
 AI2819  DESIGNATION -  4006
 AI2819  PID         -  AI2819
 AI2819  STATE/COUNTY-  FL/POLK
 AI2819  USGS QUAD   -  PLANT CITY EAST (1993)
 AI2819
 AI2819                         *CURRENT SURVEY CONTROL
 AI2819  ___________________________________________________________________
 AI2819* NAD 83(1999)-  28 02 10.69625(N)    082 02 23.85734(W)     ADJUSTED  
 AI2819* NAVD 88     -        49.6    (meters)     163.     (feet)  GPS OBS   
 AI2819  ___________________________________________________________________
 AI2819  X           -     780,189.272 (meters)                     COMP
 AI2819  Y           -  -5,579,568.114 (meters)                     COMP
 AI2819  Z           -   2,980,068.134 (meters)                     COMP
 AI2819  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AI2819  ELLIP HEIGHT-          23.68  (meters)          (05/31/01) GPS OBS
 AI2819  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AI2819
 AI2819  HORZ ORDER  -  FIRST
 AI2819  ELLP ORDER  -  FOURTH    CLASS I
 AI2819
 AI2819.The horizontal coordinates were established by GPS observations
 AI2819.and adjusted by the National Geodetic Survey in May 2001..
 AI2819
 AI2819.The orthometric height was determined by GPS observations and a
 AI2819.high-resolution geoid model.
 AI2819
 AI2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2819
 AI2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2819
 AI2819.The ellipsoidal height was determined by GPS observations
 AI2819.and is referenced to NAD 83.
 AI2819
 AI2819.The geoid height was determined by GEOID03.
 AI2819
 AI2819;                    North         East     Units Scale Factor Converg.
 AI2819;SPC FL W     -   410,232.650   196,070.972   MT  0.99994137   -0 01 07.6
 AI2819;SPC FL W     - 1,345,904.95    643,276.18   sFT  0.99994137   -0 01 07.6
 AI2819;UTM  17      - 3,101,660.091   397,779.606   MT  0.99972897   -0 29 19.9
 AI2819
 AI2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2819!SPC FL W     -   0.99999628  x   0.99994137  =   0.99993765
 AI2819!UTM  17      -   0.99999628  x   0.99972897  =   0.99972525
 AI2819
 AI2819                          SUPERSEDED SURVEY CONTROL
 AI2819
 AI2819  NAD 83(1990)-  28 02 10.69472(N)    082 02 23.85683(W) AD(       ) 1
 AI2819  ELLIP H (11/30/99)   23.66   (m)                       GP(       ) 4 1
 AI2819
 AI2819.Superseded values are not recommended for survey control.
 AI2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2819.See file dsdata.txt to determine how the superseded data were derived.
 AI2819
 AI2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9778001660(NAD 83)
 AI2819_MARKER: DD = SURVEY DISK
 AI2819_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2819_SP_SET: ABUTMENTS AND PIERS OF LARGE BRI
 AI2819_STAMPING: GPS 4006
 AI2819_MARK LOGO: FLDT  
 AI2819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2819+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1999
 AI2819
 AI2819  HISTORY     - Date     Condition        Report By
 AI2819  HISTORY     - UNK      MONUMENTED
 AI2819  HISTORY     - 19990108 GOOD             KEISCH
 AI2819  HISTORY     - 20020314 GOOD             FL-105
 AI2819
 AI2819                          STATION DESCRIPTION
 AI2819
 AI2819'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2819'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF LAKELAND IN THE
 AI2819'WEST RIGHT OF WAY OF STATE ROAD 570 (POLK COUNTY PARKWAY) IN SECTION
 AI2819'20, TOWNSHIP 28 SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  THE
 AI2819'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE WEST BOUND OVERPASS
 AI2819'OF STATE ROAD 570 AT THE INTERSECTION WITH INTERSTATE 4.  THE STATION
 AI2819'IS FLORIDA DEPARTMENT OF TRANSPORTATION DISC SET IN THE CONCRETE
 AI2819'BRIDGE ABUTMENT STAMPED GPS 4006.  REFERENCES-- FOUND FLORIDA DOT
 AI2819'DISC, NORTH 1 DEGREE WEST AT 323.86 FT.  (98.71 M) SET X-CUT IN
 AI2819'SOUTHWEST BRIDGE ABUTMENT, NORTH 89 DEGREES WEST AT 42.78 FT (13.04 M)
 AI2819'.  SET NAIL AND DISC, LB 1337, IN TOP OF WOOD GUARDRAIL POST, SOUTH 9
 AI2819'DEGREES WEST AT 19.02 FT.  (5.80 M) SET CARSONITE WITNESS POST, SOUTH
 AI2819'79 DEGREES EAST AT 1.7 FT (0.5 M) .
 AI2819
 AI2819                          STATION RECOVERY (2002)
 AI2819
 AI2819'RECOVERY NOTE BY POLK COUNTY FLORIDA 2002 (JFO)
 AI2819'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2819'APPRAISER GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2812 ***********************************************************************
 AI2812  DESIGNATION -  4007
 AI2812  PID         -  AI2812
 AI2812  STATE/COUNTY-  FL/POLK
 AI2812  USGS QUAD   -  PLANT CITY EAST (1993)
 AI2812
 AI2812                         *CURRENT SURVEY CONTROL
 AI2812  ___________________________________________________________________
 AI2812* NAD 83(1999)-  28 02 10.07296(N)    082 02 58.96151(W)     ADJUSTED  
 AI2812* NAVD 88     -        39.9    (meters)     131.     (feet)  GPS OBS   
 AI2812  ___________________________________________________________________
 AI2812  X           -     779,239.748 (meters)                     COMP
 AI2812  Y           -  -5,579,701.336 (meters)                     COMP
 AI2812  Z           -   2,980,046.677 (meters)                     COMP
 AI2812  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AI2812  ELLIP HEIGHT-          14.06  (meters)          (05/31/01) GPS OBS
 AI2812  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AI2812
 AI2812  HORZ ORDER  -  FIRST
 AI2812  ELLP ORDER  -  FOURTH    CLASS I
 AI2812
 AI2812.The horizontal coordinates were established by GPS observations
 AI2812.and adjusted by the National Geodetic Survey in May 2001..
 AI2812
 AI2812.The orthometric height was determined by GPS observations and a
 AI2812.high-resolution geoid model.
 AI2812
 AI2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2812
 AI2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2812
 AI2812.The ellipsoidal height was determined by GPS observations
 AI2812.and is referenced to NAD 83.
 AI2812
 AI2812.The geoid height was determined by GEOID03.
 AI2812
 AI2812;                    North         East     Units Scale Factor Converg.
 AI2812;SPC FL W     -   410,213.817   195,112.200   MT  0.99994147   -0 01 24.1
 AI2812;SPC FL W     - 1,345,843.16    640,130.61   sFT  0.99994147   -0 01 24.1
 AI2812;UTM  17      - 3,101,649.127   396,820.915   MT  0.99973140   -0 29 36.4
 AI2812
 AI2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2812!SPC FL W     -   0.99999779  x   0.99994147  =   0.99993926
 AI2812!UTM  17      -   0.99999779  x   0.99973140  =   0.99972919
 AI2812
 AI2812                          SUPERSEDED SURVEY CONTROL
 AI2812
 AI2812  NAD 83(1990)-  28 02 10.07133(N)    082 02 58.96097(W) AD(       ) 1
 AI2812  ELLIP H (11/30/99)   14.05   (m)                       GP(       ) 4 1
 AI2812
 AI2812.Superseded values are not recommended for survey control.
 AI2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2812.See file dsdata.txt to determine how the superseded data were derived.
 AI2812
 AI2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9682101649(NAD 83)
 AI2812_MARKER: DD = SURVEY DISK
 AI2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2812_STAMPING: GPS 4007 1999
 AI2812_MARK LOGO: FL1690
 AI2812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2812+STABILITY: SURFACE MOTION
 AI2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2812+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AI2812
 AI2812  HISTORY     - Date     Condition        Report By
 AI2812  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2812  HISTORY     - 20020314 GOOD             FL-105
 AI2812  HISTORY     - 20060110 GOOD             USPSQD
 AI2812
 AI2812                          STATION DESCRIPTION
 AI2812
 AI2812'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RWY)
 AI2812'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF LAKELAND IN THE
 AI2812'SOUTH RIGHT OF WAY OF SOUTH FRONTAGE ROAD IN SECTION 19, TOWNSHIP 28
 AI2812'SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM
 AI2812'THE INTERSECTION OF IINTERSTATE 4, SOUTH FRONTAGE ROAD AND COUNTY LINE
 AI2812'ROAD, GO EAST ON SOUTH FRONTAGE ROAD FOR 0.5 MI (0.8 KM) TO THE
 AI2812'STATION ON THE RIGHT.  THE STATION LIES 195.3 FT (59.5 M) WEST OF THE
 AI2812'CENTERLINE OF THE ENTRANCE TO CARPENTER INSULATION CO., 42.7 FT (13.0
 AI2812'M) SOUTH OF THE CENTERLINE OF SOUTH FRONTAGE ROAD AND 2.3 FT (0.7 M)
 AI2812'NORTH OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2812'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2812'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4007 1999, RECESSED 0.5 FT
 AI2812'(15.2 CM) BELOW GROUND REFERENCES--SET X-CUT IN NORTHWEST CORNER OF
 AI2812'OUTFALL CONTROL STRUCTURE, SOUTH 79 DEGREES EAST, AT 129.10 FT (39.35
 AI2812'M) .  SET X-CUT IN NORTHEAST CORNER OF OUTFALL CONTROL STRUCTURE,
 AI2812'SOUTH 89 DEGREES WEST, AT 243.01 FT (74.07 M) .  SET X-CUT IN CONCRETE
 AI2812'SIDEWALK, NORTH 01 DEGREES EAST AT 16.79 FT (5.12 M) . SET CARSONITE
 AI2812'WITNESS POST, SOUTH 3 DEGREES WEST AT 2.29 FT (0.70 M) .
 AI2812
 AI2812                          STATION RECOVERY (2002)
 AI2812
 AI2812'RECOVERY NOTE BY POLK COUNTY FLORIDA 2002 (JFO)
 AI2812'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2812'APPRAISER GIS DEPARTMENT.
 AI2812
 AI2812                          STATION RECOVERY (2006)
 AI2812
 AI2812'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AI2812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2813 ***********************************************************************
 AI2813  DESIGNATION -  4008
 AI2813  PID         -  AI2813
 AI2813  STATE/COUNTY-  FL/POLK
 AI2813  USGS QUAD   -  LAKELAND (1987)
 AI2813
 AI2813                         *CURRENT SURVEY CONTROL
 AI2813  ___________________________________________________________________
 AI2813* NAD 83(1999)-  28 02 52.19629(N)    081 54 15.48020(W)     ADJUSTED  
 AI2813* NAVD 88     -        41.2    (meters)     135.     (feet)  GPS OBS   
 AI2813  ___________________________________________________________________
 AI2813  X           -     793,312.262 (meters)                     COMP
 AI2813  Y           -  -5,577,102.996 (meters)                     COMP
 AI2813  Z           -   2,981,191.577 (meters)                     COMP
 AI2813  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AI2813  ELLIP HEIGHT-          14.97  (meters)          (05/31/01) GPS OBS
 AI2813  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AI2813
 AI2813  HORZ ORDER  -  FIRST
 AI2813  ELLP ORDER  -  FOURTH    CLASS I
 AI2813
 AI2813.The horizontal coordinates were established by GPS observations
 AI2813.and adjusted by the National Geodetic Survey in May 2001..
 AI2813
 AI2813.The orthometric height was determined by GPS observations and a
 AI2813.high-resolution geoid model.
 AI2813
 AI2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2813
 AI2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2813
 AI2813.The ellipsoidal height was determined by GPS observations
 AI2813.and is referenced to NAD 83.
 AI2813
 AI2813.The geoid height was determined by GEOID03.
 AI2813
 AI2813;                    North         East     Units Scale Factor Converg.
 AI2813;SPC FL W     -   411,513.137   209,408.514   MT  0.99994227   +0 02 42.0
 AI2813;SPC FL W     - 1,350,106.02    687,034.43   sFT  0.99994227   +0 02 42.0
 AI2813;UTM  17      - 3,102,830.823   411,124.156   MT  0.99969749   -0 25 30.9
 AI2813
 AI2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2813!SPC FL W     -   0.99999765  x   0.99994227  =   0.99993992
 AI2813!UTM  17      -   0.99999765  x   0.99969749  =   0.99969514
 AI2813
 AI2813                          SUPERSEDED SURVEY CONTROL
 AI2813
 AI2813  NAD 83(1990)-  28 02 52.19488(N)    081 54 15.47981(W) AD(       ) 1
 AI2813  ELLIP H (11/30/99)   14.94   (m)                       GP(       ) 4 1
 AI2813
 AI2813.Superseded values are not recommended for survey control.
 AI2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2813.See file dsdata.txt to determine how the superseded data were derived.
 AI2813
 AI2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1112402831(NAD 83)
 AI2813_MARKER: DD = SURVEY DISK
 AI2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2813_STAMPING: GPS 4008 1999
 AI2813_MARK LOGO: FL1690
 AI2813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2813+STABILITY: SURFACE MOTION
 AI2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2813+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 AI2813
 AI2813  HISTORY     - Date     Condition        Report By
 AI2813  HISTORY     - 1998     MONUMENTED       KEISCH
 AI2813  HISTORY     - 20030701 GOOD             FL-105
 AI2813
 AI2813                          STATION DESCRIPTION
 AI2813
 AI2813'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1998 (RWY)
 AI2813'THE STATION IS LOCATED 1.5 MI (2.4 KM) EAST OF LAKELAND IN THE MEDIAN
 AI2813'OF US 92 IN SECTION 15, TOWNSHIP 28 SOUTH, RANGE 24 EAST, POLK COUNTY,
 AI2813'FLORIDA .  TO REACH THE STATION FROM THE INTERSECTION OF US 92 AND
 AI2813'COMBEE ROAD (SR 33A) , GO EAST ON US 92 FOR 0.2 MI (0.3 KM) TO THE
 AI2813'INTERSECTION WITH WOODLAND AVENEU AND THE STATION IN THE MEDIAN. THE
 AI2813'STATION OPPISITE OF AUTO ZONE (AUTO PARTS STORE) , 151.6 FT (46.2 M)
 AI2813'WEST OF THE CENTERLINE OF WOODLAND AVENUE, AND 91.0 FT (27.7 M) WEST
 AI2813'OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND POURED-IN-PLACE
 AI2813'CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY OF LAKELAND
 AI2813'GEODETIC CONTROL DISC STAMPED 4008 1999, RECESSED O.6 FT BELOW GROUND.
 AI2813'REFERENCES--SET X-CUT IN CONCRETE CURB, NORTH 2 DEGREES EAST AT 19.30
 AI2813'FT (5.88 M) .  SET X-CUT IN CONCRETE CURB, SOUTH 65 DEGREES EAST AT
 AI2813'22.60 FT (6.89 M) .  SET X-CUT IN CONCRETE CURB, SOUTH 180 DEGREES AT
 AI2813'7.44 FT (2.27 M) .  SET CARSONITE WITNESS POST, NORTH 85 DEGREES EAST
 AI2813'AT 90.95 FT (27.72 M) .
 AI2813
 AI2813                          STATION RECOVERY (2003)
 AI2813
 AI2813'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AI2813'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2813'APPRAISER GIS DEPARTMENT. SET WITNESS POST N83E 85.5'FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2814 ***********************************************************************
 AI2814  DESIGNATION -  4009
 AI2814  PID         -  AI2814
 AI2814  STATE/COUNTY-  FL/POLK
 AI2814  USGS QUAD   -  PLANT CITY EAST (1993)
 AI2814
 AI2814                         *CURRENT SURVEY CONTROL
 AI2814  ___________________________________________________________________
 AI2814* NAD 83(1999)-  28 04 44.79428(N)    082 00 24.60306(W)     ADJUSTED  
 AI2814* NAVD 88     -        47.3    (meters)     155.     (feet)  GPS OBS   
 AI2814  ___________________________________________________________________
 AI2814  X           -     783,104.458 (meters)                     COMP
 AI2814  Y           -  -5,576,904.357 (meters)                     COMP
 AI2814  Z           -   2,984,253.137 (meters)                     COMP
 AI2814  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AI2814  ELLIP HEIGHT-          21.18  (meters)          (05/31/01) GPS OBS
 AI2814  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AI2814
 AI2814  HORZ ORDER  -  FIRST
 AI2814  ELLP ORDER  -  FOURTH    CLASS I
 AI2814
 AI2814.The horizontal coordinates were established by GPS observations
 AI2814.and adjusted by the National Geodetic Survey in May 2001..
 AI2814
 AI2814.The orthometric height was determined by GPS observations and a
 AI2814.high-resolution geoid model.
 AI2814
 AI2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2814
 AI2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2814
 AI2814.The ellipsoidal height was determined by GPS observations
 AI2814.and is referenced to NAD 83.
 AI2814
 AI2814.The geoid height was determined by GEOID03.
 AI2814
 AI2814;                    North         East     Units Scale Factor Converg.
 AI2814;SPC FL W     -   414,975.413   199,328.308   MT  0.99994118   -0 00 11.6
 AI2814;SPC FL W     - 1,361,465.17    653,962.96   sFT  0.99994118   -0 00 11.6
 AI2814;UTM  17      - 3,106,374.931   401,075.057   MT  0.99972078   -0 28 26.2
 AI2814
 AI2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2814!SPC FL W     -   0.99999667  x   0.99994118  =   0.99993785
 AI2814!UTM  17      -   0.99999667  x   0.99972078  =   0.99971745
 AI2814
 AI2814                          SUPERSEDED SURVEY CONTROL
 AI2814
 AI2814  NAD 83(1990)-  28 04 44.79284(N)    082 00 24.60259(W) AD(       ) 1
 AI2814  ELLIP H (11/30/99)   21.14   (m)                       GP(       ) 4 1
 AI2814
 AI2814.Superseded values are not recommended for survey control.
 AI2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2814.See file dsdata.txt to determine how the superseded data were derived.
 AI2814
 AI2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0107506375(NAD 83)
 AI2814_MARKER: DD = SURVEY DISK
 AI2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2814_STAMPING: GPS 4009 1999
 AI2814_MARK LOGO: FL1690
 AI2814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2814+STABILITY: SURFACE MOTION
 AI2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2814+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 AI2814
 AI2814  HISTORY     - Date     Condition        Report By
 AI2814  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2814  HISTORY     - 20030604 GOOD             INDIV
 AI2814  HISTORY     - 20051031 GOOD             POLASS
 AI2814  HISTORY     - 20051031 GOOD             POLASS
 AI2814
 AI2814                          STATION DESCRIPTION
 AI2814
 AI2814'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2814'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF LAKELAND IN THE
 AI2814'WEST RIGHT OF WAY OF GALLOWAY ROAD IN SECTION 4, TOWNSHIP 28 SOUTH,
 AI2814'RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM THE
 AI2814'INTERSECTION OF US 98 AND GRIFFIN ROAD, GO WEST ON GRIFFIN ROAD FOR
 AI2814'2.4 MI (3.9 KM) TO THE INTERSECTION WITH GALLOWAY ROAD.  GO SOUTH ON
 AI2814'GALLOWAY ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.  THE
 AI2814'STATION LIES 28 FT (8.5 M) WEST OF THE WEST EDGE OF PAVEMENT GALLOWAY,
 AI2814'13 FT (4.0 M) EAST OF A BARBED WIRE FENCE, 50 FT (15.2 M) NORTH OF THE
 AI2814'NORTHWEST CORNER OF A CONCRETE MITERED END SECTION AND 12.0 FT (3.7 M)
 AI2814'EAST OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2814'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2814'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4009 1999, RECESSED 0.5 FT.
 AI2814'(15.2 CM) REFERENCES--SET NAIL AND DISC, LB 1337, IN PAVEMENT, NORTH
 AI2814'39 DEGREES EAST AT 45.83 FT (13.97 M) .  SET NAIL AND DISC, LB 1337,
 AI2814'IN PAVEMENT, SOUTH 82 DEGREES EAST AT 27.58 FT (8.41 M) .  SET NAIL
 AI2814'AND DISC, LB 1337, IN PAVEMENT, SOUTH 37 DEGREES EAST AT 47.12 FT
 AI2814'(14.36 M) .  SET CARSONITE WITNESS POST, NORTH 86 DEGREES WEST AT 12.0
 AI2814'FT (3.7 M)
 AI2814
 AI2814                          STATION RECOVERY (2003)
 AI2814
 AI2814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2814'RECOVERED AS DESCRIBED IN GOOD CONDITION. RECOVERY NOTE BY POLK COUNTY
 AI2814'PROPERTY APPRAISER GIS DEPARTMENT.
 AI2814
 AI2814                          STATION RECOVERY (2005)
 AI2814
 AI2814'RECOVERY NOTE BY POLARIS ASSOCIATES 2005
 AI2814'MARKER IS UNDISTURBED. SUPERB GPS BASE STATION SITE.
 AI2814
 AI2814                          STATION RECOVERY (2005)
 AI2814
 AI2814'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AI2814'MARKER IS UNDISTURBED. SUPERB GPS BASE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2818 ***********************************************************************
 AI2818  DESIGNATION -  4010
 AI2818  PID         -  AI2818
 AI2818  STATE/COUNTY-  FL/POLK
 AI2818  USGS QUAD   -  SOCRUM (1993)
 AI2818
 AI2818                         *CURRENT SURVEY CONTROL
 AI2818  ___________________________________________________________________
 AI2818* NAD 83(1999)-  28 12 54.15781(N)    082 01 06.48372(W)     ADJUSTED  
 AI2818* NAVD 88     -        35.0    (meters)     115.     (feet)  GPS OBS   
 AI2818  ___________________________________________________________________
 AI2818  X           -     780,983.777 (meters)                     COMP
 AI2818  Y           -  -5,570,014.548 (meters)                     COMP
 AI2818  Z           -   2,997,530.149 (meters)                     COMP
 AI2818  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AI2818  ELLIP HEIGHT-           8.52  (meters)          (05/31/01) GPS OBS
 AI2818  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AI2818
 AI2818  HORZ ORDER  -  FIRST
 AI2818  ELLP ORDER  -  FOURTH    CLASS I
 AI2818
 AI2818.The horizontal coordinates were established by GPS observations
 AI2818.and adjusted by the National Geodetic Survey in May 2001..
 AI2818
 AI2818.The orthometric height was determined by GPS observations and a
 AI2818.high-resolution geoid model.
 AI2818
 AI2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2818
 AI2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2818
 AI2818.The ellipsoidal height was determined by GPS observations
 AI2818.and is referenced to NAD 83.
 AI2818
 AI2818.The geoid height was determined by GEOID03.
 AI2818
 AI2818;                    North         East     Units Scale Factor Converg.
 AI2818;SPC FL W     -   430,039.136   198,187.208   MT  0.99994122   -0 00 31.4
 AI2818;SPC FL W     - 1,410,886.73    650,219.20   sFT  0.99994122   -0 00 31.4
 AI2818;UTM  17      - 3,121,444.235   400,058.253   MT  0.99972328   -0 28 53.6
 AI2818
 AI2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2818!SPC FL W     -   0.99999866  x   0.99994122  =   0.99993988
 AI2818!UTM  17      -   0.99999866  x   0.99972328  =   0.99972194
 AI2818
 AI2818                          SUPERSEDED SURVEY CONTROL
 AI2818
 AI2818  NAD 83(1990)-  28 12 54.15635(N)    082 01 06.48320(W) AD(       ) 1
 AI2818  ELLIP H (11/30/99)    8.44   (m)                       GP(       ) 4 1
 AI2818
 AI2818.Superseded values are not recommended for survey control.
 AI2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2818.See file dsdata.txt to determine how the superseded data were derived.
 AI2818
 AI2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0005821444(NAD 83)
 AI2818_MARKER: DD = SURVEY DISK
 AI2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2818_STAMPING: GPS 4010 1999
 AI2818_MARK LOGO: FL1690
 AI2818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2818+STABILITY: SURFACE MOTION
 AI2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2818+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 AI2818
 AI2818  HISTORY     - Date     Condition        Report By
 AI2818  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2818  HISTORY     - 20030616 GOOD             INDIV
 AI2818
 AI2818                          STATION DESCRIPTION
 AI2818
 AI2818'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2818'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF LAKELAND IN THE
 AI2818'EAST RIGHT OF WAY OF US 98 IN SECTION 16, TOWNSHIP 26 SOUTH, RANGE 23
 AI2818'EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM THE
 AI2818'INTERSECTION OF ROCK RIDGE ROAD AND US 98, NORTH OF LAKELAND, GO NORTH
 AI2818'ON US 98 FOR 1.85 MI (2.98 KM) TO THE STATION ON THE RIGHT. THE
 AI2818'STATION LIES 5.6 FT (1.7 M) EAST OF THE EAST EDGE OF PAVEMENT AND 58.9
 AI2818'FT (18.0 M) SOUTHWEST FROM A CARSONITE WITNESS POST.  THE STATION IS A
 AI2818'ROUND POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH
 AI2818'A CITY OF LAKELAND GEODETIC CONTROL DISC STAMPED 4010 1999, RECESSED
 AI2818'0.5 FT (15.2 CM) BELOW GROUND.  REFERENCES--SET NAIL AND DISC, LB
 AI2818'1337, AT THE EDGE OF PAVEMENT, NORTH 49 DEGREES WEST AT 50.48 FT
 AI2818'(15.39 M) .  SET NAIL AND DISC, LB 1337, AT THE EDGE OF PAVEMENT,
 AI2818'SOUTH 41 DEGREES WEST AT 5.55 FT (1.69 M) .  SET NAIL AND DISC, LB
 AI2818'1337, AT THE EDGE OF PAVEMENT, SOUTH 40 DEGREES EAST AT 44.11 FT
 AI2818'(13.44 M) .  SET CARSONITE WITNESS POST, NORTH 48 DEGREES EAST AT 58.9
 AI2818'FT (18.0 M) .
 AI2818
 AI2818                          STATION RECOVERY (2003)
 AI2818
 AI2818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2818'RECOVERED AS DESCRIBED. NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AI2818'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2815 ***********************************************************************
 AI2815  DESIGNATION -  4011
 AI2815  PID         -  AI2815
 AI2815  STATE/COUNTY-  FL/POLK
 AI2815  USGS QUAD   -  PROVIDENCE (1988)
 AI2815
 AI2815                         *CURRENT SURVEY CONTROL
 AI2815  ___________________________________________________________________
 AI2815* NAD 83(1999)-  28 12 03.38487(N)    081 59 30.39772(W)     ADJUSTED  
 AI2815* NAVD 88     -        36.3    (meters)     119.     (feet)  GPS OBS   
 AI2815  ___________________________________________________________________
 AI2815  X           -     783,681.497 (meters)                     COMP
 AI2815  Y           -  -5,570,382.825 (meters)                     COMP
 AI2815  Z           -   2,996,153.373 (meters)                     COMP
 AI2815  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AI2815  ELLIP HEIGHT-           9.79  (meters)          (05/31/01) GPS OBS
 AI2815  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AI2815
 AI2815  HORZ ORDER  -  FIRST
 AI2815  ELLP ORDER  -  FOURTH    CLASS I
 AI2815
 AI2815.The horizontal coordinates were established by GPS observations
 AI2815.and adjusted by the National Geodetic Survey in May 2001..
 AI2815
 AI2815.The orthometric height was determined by GPS observations and a
 AI2815.high-resolution geoid model.
 AI2815
 AI2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2815
 AI2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2815
 AI2815.The ellipsoidal height was determined by GPS observations
 AI2815.and is referenced to NAD 83.
 AI2815
 AI2815.The geoid height was determined by GEOID03.
 AI2815
 AI2815;                    North         East     Units Scale Factor Converg.
 AI2815;SPC FL W     -   428,476.117   200,807.263   MT  0.99994118   +0 00 14.0
 AI2815;SPC FL W     - 1,405,758.73    658,815.16   sFT  0.99994118   +0 00 14.0
 AI2815;UTM  17      - 3,119,860.003   402,664.746   MT  0.99971693   -0 28 07.4
 AI2815
 AI2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2815!SPC FL W     -   0.99999846  x   0.99994118  =   0.99993964
 AI2815!UTM  17      -   0.99999846  x   0.99971693  =   0.99971539
 AI2815
 AI2815                          SUPERSEDED SURVEY CONTROL
 AI2815
 AI2815  NAD 83(1990)-  28 12 03.38343(N)    081 59 30.39722(W) AD(       ) 1
 AI2815  ELLIP H (11/30/99)    9.74   (m)                       GP(       ) 4 1
 AI2815
 AI2815.Superseded values are not recommended for survey control.
 AI2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2815.See file dsdata.txt to determine how the superseded data were derived.
 AI2815
 AI2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0266519860(NAD 83)
 AI2815_MARKER: DD = SURVEY DISK
 AI2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2815_STAMPING: GPS 4011 1999
 AI2815_MARK LOGO: FL1690
 AI2815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2815+STABILITY: SURFACE MOTION
 AI2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2815+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 AI2815
 AI2815  HISTORY     - Date     Condition        Report By
 AI2815  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2815  HISTORY     - 20030521 GOOD             GCYI
 AI2815  HISTORY     - 20030620 GOOD             INDIV
 AI2815
 AI2815                          STATION DESCRIPTION
 AI2815
 AI2815'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2815'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF LAKELAND IN THE
 AI2815'NORTH RIGHT OF WAY OF ROCK RIDGE ROAD IN SECTION 22, TOWNSHIP 26
 AI2815'SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM
 AI2815'THE INTERSECTION OF US 98 AND ROCK RIDGE ROAD, NORTH OF LAKELAND, GO
 AI2815'EAST ON ROCK RIDGE ROAD FOR 0.86 MI (1.38 KM) TO THE STATION ON THE
 AI2815'LEFT.  THE STATION LIES 122 FT (37.2 M) EAST OF A CONCRETE BRIDGE,
 AI2815'16.3 FT (5.0 M) NORTH OF THE CENTERLINE OF ROCK RIDGE ROAD AND 28.1 FT
 AI2815'(8.6 M) SOUTHEAST OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2815'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2815'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4011 1999, RECESSED 0.5 FT
 AI2815'(15.2 CM) BELOW GROUND. REFERENCES--SET NAIL AND DISC, LB 1337, IN
 AI2815'WOOD POWER POLE, NORTH 12 DEGREES EAST AT 59.99 FT (18.28 M) .  SET
 AI2815'NAIL AND DISC, LB 1337, AT THE EDGE OF PAVEMENT, SOUTH 51 DEGREES EAST
 AI2815'AT 1.53 FT (0.47 M) . SET NAIL AND DISC, LB 1337, AT THE EDGE OF
 AI2815'PAVEMENT, SOUTH 30 DEGREES WEST AT 29.05 FT (8.85 M) .  SET CARSONITE
 AI2815'WITNESS POST, NORTH 59 DEGREES WEST AT 28.14 FT (8.58 M) .
 AI2815
 AI2815                          STATION RECOVERY (2003)
 AI2815
 AI2815'RECOVERY NOTE BY G.C.Y., INCORPORATED 2003
 AI2815'REFERENCE 'NAIL AND DISC, LB 1337, AT THE EDGE OF PAVEMENT, SOUTH 51
 AI2815'DEGREES EAST AT 1.53 FT (0.47 M)' WAS NOT FOUND. IMPRESSION OF WASHER
 AI2815'AND NAIL HOLE REMAIN IN ASPHALT AT THIS BEARING AND DISTANCE.
 AI2815
 AI2815                          STATION RECOVERY (2003)
 AI2815
 AI2815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2815'RECOVERED AS DESCRIBED. NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AI2815'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2816 ***********************************************************************
 AI2816  DESIGNATION -  4012
 AI2816  PID         -  AI2816
 AI2816  STATE/COUNTY-  FL/POLK
 AI2816  USGS QUAD   -  PROVIDENCE (1988)
 AI2816
 AI2816                         *CURRENT SURVEY CONTROL
 AI2816  ___________________________________________________________________
 AI2816* NAD 83(1999)-  28 12 04.01154(N)    081 55 20.72984(W)     ADJUSTED  
 AI2816* NAVD 88     -        39.6    (meters)     130.     (feet)  GPS OBS   
 AI2816  ___________________________________________________________________
 AI2816  X           -     790,422.548 (meters)                     COMP
 AI2816  Y           -  -5,569,423.828 (meters)                     COMP
 AI2816  Z           -   2,996,171.835 (meters)                     COMP
 AI2816  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AI2816  ELLIP HEIGHT-          12.88  (meters)          (05/31/01) GPS OBS
 AI2816  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AI2816
 AI2816  HORZ ORDER  -  FIRST
 AI2816  ELLP ORDER  -  FOURTH    CLASS I
 AI2816
 AI2816.The horizontal coordinates were established by GPS observations
 AI2816.and adjusted by the National Geodetic Survey in May 2001..
 AI2816
 AI2816.The orthometric height was determined by GPS observations and a
 AI2816.high-resolution geoid model.
 AI2816
 AI2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2816
 AI2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2816
 AI2816.The ellipsoidal height was determined by GPS observations
 AI2816.and is referenced to NAD 83.
 AI2816
 AI2816.The geoid height was determined by GEOID03.
 AI2816
 AI2816;                    North         East     Units Scale Factor Converg.
 AI2816;SPC FL W     -   428,497.816   207,615.766   MT  0.99994189   +0 02 12.0
 AI2816;SPC FL W     - 1,405,829.92    681,152.73   sFT  0.99994189   +0 02 12.0
 AI2816;UTM  17      - 3,119,825.551   409,471.614   MT  0.99970115   -0 26 09.4
 AI2816
 AI2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2816!SPC FL W     -   0.99999798  x   0.99994189  =   0.99993987
 AI2816!UTM  17      -   0.99999798  x   0.99970115  =   0.99969913
 AI2816
 AI2816                          SUPERSEDED SURVEY CONTROL
 AI2816
 AI2816  NAD 83(1990)-  28 12 04.01013(N)    081 55 20.72933(W) AD(       ) 1
 AI2816  ELLIP H (11/30/99)   12.85   (m)                       GP(       ) 4 1
 AI2816
 AI2816.Superseded values are not recommended for survey control.
 AI2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2816.See file dsdata.txt to determine how the superseded data were derived.
 AI2816
 AI2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0947219826(NAD 83)
 AI2816_MARKER: DD = SURVEY DISK
 AI2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2816_STAMPING: GPS 4012 1999
 AI2816_MARK LOGO: FL1690
 AI2816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2816+STABILITY: SURFACE MOTION
 AI2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2816+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 AI2816
 AI2816  HISTORY     - Date     Condition        Report By
 AI2816  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2816  HISTORY     - 20030707 GOOD             FL-105
 AI2816
 AI2816                          STATION DESCRIPTION
 AI2816
 AI2816'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2816'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF LAKELAND IN THE
 AI2816'WEST RIGHT OF WAY OF MOORE ROAD IN SECTION 20, TOWNSHIP 26 SOUTH,
 AI2816'RANGE 24 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM THE
 AI2816'INTERSECTION OF U.S.  98 AND ROCK RIDGE ROAD, NORTH OF LAKELAND, GO
 AI2816'NORTHEAST ON ROCK RIDGE ROAD FOR 5.12 MI (8.24 KM) TO THE INTERSECTION
 AI2816'WITH DEAN STILL ROAD.  GO EAST ON DEAN STILL ROAD FOR 2.15 MI (3.46
 AI2816'KM) TO THE INTERSECTION WITH MOORE ROAD.  GO SOUTH ON MOORE ROAD FOR
 AI2816'3.88 MI (6.24 KM) TO THE STATION ON THE RIGHT.  THE STATION LIES 100
 AI2816'FT (30.5 M) NORTH OF THE CENTERLINE OF A DIRT AND ROCK ROAD, 20.5 FT
 AI2816'(6.2 M) WEST OF THE CENTERLINE OF MOORE ROAD AND 20.9 FT (6.4 M) EAST
 AI2816'OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND POURED-IN-PLACE
 AI2816'CONCRETE MONUEMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY OF LAKELAND
 AI2816'GEODETIC CONTROL DISC STAMPED 4012 1999, RECESSED 0.1 FT (3.0 CM)
 AI2816'BELOW GROUND.  REFERENCES--KEITH AND SCHNARS NAIL AND DISC, SET IN
 AI2816'EDGE OF PAVEMENT, NORTH 11 DEGREES EAST AT 26.92 FT (8.21 M) .  KEITH
 AI2816'AND SCHNARS NAIL AND DISC, SET IN EDGE OF PAVEMENT, SOUTH 88 DEGREES
 AI2816'EAST AT 4.44 FT (1.35 M) .  X-CUT, SET IN NORTHEAST CORNER OF CONCRETE
 AI2816'WATER FLOW RESTRICTER, SOUTH 1 DEGREE WEST AT 41.71 FT (12.71 M) .
 AI2816'SET CARSONITE WITNESS POST, SOUTH 88 DEGREES WEST.
 AI2816
 AI2816                          STATION RECOVERY (2003)
 AI2816
 AI2816'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AI2816'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2816'APPRAISER GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0279 ***********************************************************************
 AG0279  DESIGNATION -  402 FLHD
 AG0279  PID         -  AG0279
 AG0279  STATE/COUNTY-  FL/PINELLAS
 AG0279  USGS QUAD   -  ST PETERSBURG (1987)
 AG0279
 AG0279                         *CURRENT SURVEY CONTROL
 AG0279  ___________________________________________________________________
 AG0279* NAD 83(1986)-  27 48 19.     (N)    082 38 17.     (W)     SCALED    
 AG0279* NAVD 88     -         3.439  (meters)      11.28   (feet)  ADJUSTED  
 AG0279  ___________________________________________________________________
 AG0279  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AG0279  DYNAMIC HT  -           3.434 (meters)      11.27  (feet)  COMP
 AG0279  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 AG0279
 AG0279  VERT ORDER  -  SECOND    CLASS II
 AG0279
 AG0279.The horizontal coordinates were scaled from a topographic map and have
 AG0279.an estimated accuracy of +/- 6 seconds.
 AG0279
 AG0279.The orthometric height was determined by differential leveling
 AG0279.and adjusted by the National Geodetic Survey in June 1991..
 AG0279
 AG0279.The geoid height was determined by GEOID03.
 AG0279
 AG0279.The dynamic height is computed by dividing the NAVD 88
 AG0279.geopotential number by the normal gravity value computed on the
 AG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0279.degrees latitude (g = 980.6199 gals.).
 AG0279
 AG0279.The modeled gravity was interpolated from observed gravity values.
 AG0279
 AG0279;                    North         East    Units  Estimated Accuracy
 AG0279;SPC FL W     -   384,800.      137,130.      MT  (+/- 180 meters Scaled)
 AG0279
 AG0279                          SUPERSEDED SURVEY CONTROL
 AG0279
 AG0279  NGVD 29 (??/??/92)    3.703  (m)           12.15   (f) ADJ UNCH    2 2
 AG0279
 AG0279.Superseded values are not recommended for survey control.
 AG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0279.See file dsdata.txt to determine how the superseded data were derived.
 AG0279
 AG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386767(NAD 83)
 AG0279_MARKER: DD = SURVEY DISK
 AG0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0279_SP_SET: INLET
 AG0279_STAMPING: 402
 AG0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0279
 AG0279  HISTORY     - Date     Condition        Report By
 AG0279  HISTORY     - UNK      MONUMENTED       FLHD
 AG0279  HISTORY     - 1976     GOOD             NGS
 AG0279  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AG0279  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG0279
 AG0279                          STATION DESCRIPTION
 AG0279
 AG0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0279'IN ST PETERSBURG.
 AG0279'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0279'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 4.15
 AG0279'MILES TO THE INTERSECTION OF 36TH AVE. N.  STATION ON LEFT, S.E.
 AG0279'CORNER, 48.5 FT. EAST OF THE CENTERLINE OF 4TH ST., 54.7 FT. SOUTH OF
 AG0279'THE CENTERLINE OF 36TH AVE. N.  SET IN THE TOP OF A CONCRETE INLET.
 AG0279'SECTION 7, T 31, R 17.
 AG0279
 AG0279                          STATION RECOVERY (1998)
 AG0279
 AG0279'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0279'MARK NOT FOUND.
 AG0279
 AG0279                          STATION RECOVERY (2003)
 AG0279
 AG0279'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0279'ALTHOUGH THERE IS AN INLET IN THE GENERAL AREA, IT IS RELATIVELY NEW
 AG0279'AND NOT AT THE POSITION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9461 ***********************************************************************
 AG9461  DESIGNATION -  4021 03 002
 AG9461  PID         -  AG9461
 AG9461  STATE/COUNTY-  FL/CHARLOTTE
 AG9461  USGS QUAD   -  MURDOCK (1987)
 AG9461
 AG9461                         *CURRENT SURVEY CONTROL
 AG9461  ___________________________________________________________________
 AG9461* NAD 83(1999)-  27 01 56.17852(N)    082 12 15.82958(W)     ADJUSTED  
 AG9461* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 AG9461  ___________________________________________________________________
 AG9461  X           -     771,143.853 (meters)                     COMP
 AG9461  Y           -  -5,632,702.290 (meters)                     COMP
 AG9461  Z           -   2,881,391.961 (meters)                     COMP
 AG9461  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AG9461  ELLIP HEIGHT-         -20.36  (meters)          (07/06/01) GPS OBS
 AG9461  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AG9461
 AG9461  HORZ ORDER  -  FIRST
 AG9461  ELLP ORDER  -  FOURTH    CLASS II
 AG9461
 AG9461.The horizontal coordinates were established by GPS observations
 AG9461.and adjusted by the National Geodetic Survey in July 2001..
 AG9461
 AG9461.The orthometric height was determined by GPS observations and a
 AG9461.high-resolution geoid model.
 AG9461
 AG9461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9461
 AG9461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9461
 AG9461.The ellipsoidal height was determined by GPS observations
 AG9461.and is referenced to NAD 83.
 AG9461
 AG9461.The geoid height was determined by GEOID03.
 AG9461
 AG9461;                    North         East     Units Scale Factor Converg.
 AG9461;SPC FL W     -   298,996.121   179,719.550   MT  0.99994625   -0 05 34.4
 AG9461;SPC FL W     -   980,956.44    589,629.89   sFT  0.99994625   -0 05 34.4
 AG9461;UTM  17      - 2,990,580.377   380,534.444   MT  0.99977619   -0 32 50.8
 AG9461
 AG9461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9461!SPC FL W     -   1.00000320  x   0.99994625  =   0.99994945
 AG9461!UTM  17      -   1.00000320  x   0.99977619  =   0.99977939
 AG9461
 AG9461                          SUPERSEDED SURVEY CONTROL
 AG9461
 AG9461  NAD 83(1990)-  27 01 56.17699(N)    082 12 15.82898(W) AD(       ) 1
 AG9461  ELLIP H (11/12/93)  -20.33   (m)                       GP(       ) 4 1
 AG9461
 AG9461.Superseded values are not recommended for survey control.
 AG9461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9461.See file dsdata.txt to determine how the superseded data were derived.
 AG9461
 AG9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8053490580(NAD 83)
 AG9461_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9461_SP_SET: CONCRETE POST
 AG9461_STAMPING: GPS 1992 4021-03-002 9286
 AG9461_MARK LOGO: FL-015
 AG9461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9461+STABILITY: SURFACE MOTION
 AG9461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9461+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1992
 AG9461
 AG9461  HISTORY     - Date     Condition        Report By
 AG9461  HISTORY     - 1992     MONUMENTED       FL-015
 AG9461  HISTORY     - 19920922 GOOD             DENI
 AG9461
 AG9461                          STATION DESCRIPTION
 AG9461
 AG9461'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9461'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9461'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF SECTION 3, TWP 40S,
 AG9461'RGE 21E, AT THE CHARLOTTE/SARASOTA COUNTY LINE, 11.6 MI (18.7 KM)
 AG9461'NORTHWEST OF PUNTA GORDA.
 AG9461'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9461'AND STATE ROUTE 776 IN MURDOCK, GO NORTHWESTERLY 3.9 MI (6.3 KM) ON
 AG9461'U.S. 41 TO CORNELIUS BOULEVARD AND THE STATION ON THE LEFT, IN THE
 AG9461'WEST QUADRANT OF THE INTERSECTION.
 AG9461'STATION IS 24.2 FT (7.4 M) SOUTHWEST OF THE CENTERLINE OF THE
 AG9461'SOUTHBOUND THRU LANES OF U.S. HIGHWAY 41, 128.6 FT (39.2 M) NORTHWEST
 AG9461'OF THE CENTERLINE OF CORNELIUS BOULEVARD, 304 FT (92.7 M) SOUTHEAST
 AG9461'OF THE -ENTERING CHARLOTTE COUNTY- SIGN, 118.7 FT (36.2 M) EAST OF A
 AG9461'16 INCH WOOD POWER POLE, 55.9 FT (17.0 M) NORTHWEST OF ANOTHER 16
 AG9461'INCH WOOD POWER POLE, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9461'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9461'DISK SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AG9461'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9462 ***********************************************************************
 AG9462  DESIGNATION -  4021 36 002
 AG9462  PID         -  AG9462
 AG9462  STATE/COUNTY-  FL/CHARLOTTE
 AG9462  USGS QUAD   -  EL JOBEAN (1987)
 AG9462
 AG9462                         *CURRENT SURVEY CONTROL
 AG9462  ___________________________________________________________________
 AG9462* NAD 83(1999)-  26 57 33.67402(N)    082 09 23.60118(W)     ADJUSTED  
 AG9462* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 AG9462  ___________________________________________________________________
 AG9462  X           -     776,347.220 (meters)                     COMP
 AG9462  Y           -  -5,635,688.980 (meters)                     COMP
 AG9462  Z           -   2,874,192.448 (meters)                     COMP
 AG9462  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AG9462  ELLIP HEIGHT-         -21.09  (meters)          (07/06/01) GPS OBS
 AG9462  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AG9462
 AG9462  HORZ ORDER  -  FIRST
 AG9462  ELLP ORDER  -  FOURTH    CLASS II
 AG9462
 AG9462.The horizontal coordinates were established by GPS observations
 AG9462.and adjusted by the National Geodetic Survey in July 2001..
 AG9462
 AG9462.The orthometric height was determined by GPS observations and a
 AG9462.high-resolution geoid model.
 AG9462
 AG9462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9462
 AG9462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9462
 AG9462.The ellipsoidal height was determined by GPS observations
 AG9462.and is referenced to NAD 83.
 AG9462
 AG9462.The geoid height was determined by GEOID03.
 AG9462
 AG9462;                    North         East     Units Scale Factor Converg.
 AG9462;SPC FL W     -   290,910.225   184,456.383   MT  0.99994416   -0 04 15.5
 AG9462;SPC FL W     -   954,427.96    605,170.65   sFT  0.99994416   -0 04 15.5
 AG9462;UTM  17      - 2,982,458.632   385,206.239   MT  0.99976268   -0 31 27.8
 AG9462
 AG9462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9462!SPC FL W     -   1.00000331  x   0.99994416  =   0.99994747
 AG9462!UTM  17      -   1.00000331  x   0.99976268  =   0.99976599
 AG9462
 AG9462                          SUPERSEDED SURVEY CONTROL
 AG9462
 AG9462  NAD 83(1990)-  26 57 33.67248(N)    082 09 23.60058(W) AD(       ) 1
 AG9462  ELLIP H (11/12/93)  -21.07   (m)                       GP(       ) 4 1
 AG9462
 AG9462.Superseded values are not recommended for survey control.
 AG9462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9462.See file dsdata.txt to determine how the superseded data were derived.
 AG9462
 AG9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8520682459(NAD 83)
 AG9462_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9462_SP_SET: CONCRETE POST
 AG9462_STAMPING: GPS 1992 4021-36-002 9292
 AG9462_MARK LOGO: FL-015
 AG9462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9462+STABILITY: SURFACE MOTION
 AG9462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9462+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1992
 AG9462
 AG9462  HISTORY     - Date     Condition        Report By
 AG9462  HISTORY     - 1992     MONUMENTED       FL-015
 AG9462  HISTORY     - 19920922 GOOD             DENI
 AG9462
 AG9462                          STATION DESCRIPTION
 AG9462
 AG9462'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9462'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9462'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 36, TWP 40S,
 AG9462'RGE 21E, IN PORT CHARLOTTE, 6.8 MI (10.9 KM) WEST NORTHWEST OF PUNTA
 AG9462'GORDA.
 AG9462'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9462'AND STATE ROUTE 776 IN MURDOCK, GO SOUTHWESTERLY 0.6 MI (1.0 KM) ON
 AG9462'STATE ROUTE 776 TO COLLINGSWOOD BOULEVARD, THEN SOUTH 3.4 MI
 AG9462'(5.5 KM) TO OHARA DRIVE AND THE STATION ON THE RIGHT NEAR THE
 AG9462'SOUTHEAST CORNER OF A BRIDGE OVER A CANAL.
 AG9462'STATION IS 159.6 FT (48.6 M) WEST OF THE CENTERLINE OF COLLINGSWOOD
 AG9462'BOULEVARD, 22.9 FT (7.0 M) SOUTH OF THE CENTERLINE OF OHARA DRIVE,
 AG9462'14.0 FT (4.3 M) EAST OF THE EAST END OF THE BRIDGE, 10.3 FT (3.1 M)
 AG9462'NORTHEAST OF A CHISELED X NEAR THE SOUTHEAST END OF A CONCRETE
 AG9462'BRIDGE WINGWALL, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9462'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9462'DISK SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9462'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9463 ***********************************************************************
 AG9463  DESIGNATION -  4022 36 002
 AG9463  PID         -  AG9463
 AG9463  STATE/COUNTY-  FL/CHARLOTTE
 AG9463  USGS QUAD   -  PUNTA GORDA (1987)
 AG9463
 AG9463                         *CURRENT SURVEY CONTROL
 AG9463  ___________________________________________________________________
 AG9463* NAD 83(1999)-  26 57 00.29277(N)    082 03 35.84639(W)     ADJUSTED  
 AG9463* NAVD 88     -         3.1    (meters)      10.     (feet)  GPS OBS   
 AG9463  ___________________________________________________________________
 AG9463  X           -     785,912.028 (meters)                     COMP
 AG9463  Y           -  -5,634,833.481 (meters)                     COMP
 AG9463  Z           -   2,873,276.715 (meters)                     COMP
 AG9463  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AG9463  ELLIP HEIGHT-         -20.92  (meters)          (07/06/01) GPS OBS
 AG9463  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AG9463
 AG9463  HORZ ORDER  -  FIRST
 AG9463  ELLP ORDER  -  FOURTH    CLASS II
 AG9463
 AG9463.The horizontal coordinates were established by GPS observations
 AG9463.and adjusted by the National Geodetic Survey in July 2001..
 AG9463
 AG9463.The orthometric height was determined by GPS observations and a
 AG9463.high-resolution geoid model.
 AG9463
 AG9463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9463
 AG9463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9463
 AG9463.The ellipsoidal height was determined by GPS observations
 AG9463.and is referenced to NAD 83.
 AG9463
 AG9463.The geoid height was determined by GEOID03.
 AG9463
 AG9463;                    North         East     Units Scale Factor Converg.
 AG9463;SPC FL W     -   289,874.643   194,046.666   MT  0.99994161   -0 01 37.8
 AG9463;SPC FL W     -   951,030.39    636,634.77   sFT  0.99994161   -0 01 37.8
 AG9463;UTM  17      - 2,981,347.417   394,786.176   MT  0.99973666   -0 28 49.6
 AG9463
 AG9463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9463!SPC FL W     -   1.00000329  x   0.99994161  =   0.99994490
 AG9463!UTM  17      -   1.00000329  x   0.99973666  =   0.99973995
 AG9463
 AG9463                          SUPERSEDED SURVEY CONTROL
 AG9463
 AG9463  NAD 83(1990)-  26 57 00.29128(N)    082 03 35.84584(W) AD(       ) 1
 AG9463  ELLIP H (11/12/93)  -20.89   (m)                       GP(       ) 4 1
 AG9463
 AG9463.Superseded values are not recommended for survey control.
 AG9463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9463.See file dsdata.txt to determine how the superseded data were derived.
 AG9463
 AG9463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9478681347(NAD 83)
 AG9463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9463_SP_SET: CONCRETE POST
 AG9463_STAMPING: GPS 1992 4022-36-002 9293
 AG9463_MARK LOGO: FL-015
 AG9463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9463+STABILITY: SURFACE MOTION
 AG9463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9463+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 AG9463
 AG9463  HISTORY     - Date     Condition        Report By
 AG9463  HISTORY     - 1992     MONUMENTED       FL-015
 AG9463  HISTORY     - 19920909 GOOD             DENI
 AG9463  HISTORY     - 20021229 MARK NOT FOUND   USPSQD
 AG9463  HISTORY     - 20031002 GOOD             DENI
 AG9463
 AG9463                          STATION DESCRIPTION
 AG9463
 AG9463'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9463'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9463'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 36, TWP 40S,
 AG9463'RGE 22E, IN PORT CHARLOTTE, 1.1 MI (1.8 KM) NORTH NORTHWEST OF PUNTA
 AG9463'GORDA AT LIVE OAK POINT, ON THE NORTH SHORE OF THE PEACE RIVER, JUST
 AG9463'EAST OF THE COLLIER BRIDGE.
 AG9463'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, GO
 AG9463'WESTERLY 2.2 MI (3.5 KM) ON U.S. 17 TO U.S. HIGHWAY 41 IN DOWNTOWN
 AG9463'PUNTA GORDA, THEN NORTH 1.3 MI (2.1 KM) ON U.S. 41, OVER THE PEACE
 AG9463'RIVER ON COLLIER BRIDGE, PAST THE NORTH END OF THE BRIDGE TO AN
 AG9463'ASPHALT DRIVE LEADING EAST TO THE HARBOUR INN LOUNGE AND RAW BAR
 AG9463'LOCATED AT 5000 TAMIAMI TRAIL, THEN EASTERLY ON ASPHALT DRIVE FOR
 AG9463'APPROXIMATELY 50 FT, THEN SOUTHEASTERLY ALONG A GRAVEL DRIVE AND
 AG9463'PARKING AREA ON THE EAST SIDE OF THE BRIDGE FOR APPROXIMATELY 0.15 MI
 AG9463'(0.24 KM) TO THE TOP OF THE RIVER BANK AND STATION.
 AG9463'STATION IS 66.4 FT (20.2 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AG9463'BRIDGE WALKWAY, 24.6 FT (7.5 M) WEST NORTHWEST OF THE NORTHWEST
 AG9463'CORNER OF A 1.6 FT (0.5 M) WIDE CONCRETE SEAWALL, 25.6 FT (7.8 M)
 AG9463'SOUTH OF A TELEPHONE JUNCTION BOX, 3.0 FT (0.9 M) WEST NORTHWEST OF A
 AG9463'WITNESS POST.
 AG9463'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9463'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9463'GROUND LEVEL.
 AG9463
 AG9463                          STATION RECOVERY (2002)
 AG9463
 AG9463'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AG9463'MARK NOT FOUND. MAY BE BELOW GROUND LEVEL.
 AG9463
 AG9463                          STATION RECOVERY (2003)
 AG9463
 AG9463'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (MJH)
 AG9463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7664 ***********************************************************************
 AF7664  DESIGNATION -  4023 01 002
 AF7664  PID         -  AF7664
 AF7664  STATE/COUNTY-  FL/CHARLOTTE
 AF7664  USGS QUAD   -  FT OGDEN (1987)
 AF7664
 AF7664                         *CURRENT SURVEY CONTROL
 AF7664  ___________________________________________________________________
 AF7664* NAD 83(1999)-  27 02 05.58892(N)    081 57 31.71311(W)     ADJUSTED  
 AF7664* NAVD 88     -         7.2    (meters)      24.     (feet)  GPS OBS   
 AF7664  ___________________________________________________________________
 AF7664  X           -     795,262.251 (meters)                     COMP
 AF7664  Y           -  -5,629,217.810 (meters)                     COMP
 AF7664  Z           -   2,881,651.488 (meters)                     COMP
 AF7664  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AF7664  ELLIP HEIGHT-         -16.99  (meters)          (07/06/01) GPS OBS
 AF7664  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AF7664
 AF7664  HORZ ORDER  -  FIRST
 AF7664  ELLP ORDER  -  FOURTH    CLASS II
 AF7664
 AF7664.The horizontal coordinates were established by GPS observations
 AF7664.and adjusted by the National Geodetic Survey in July 2001..
 AF7664
 AF7664.The orthometric height was determined by GPS observations and a
 AF7664.high-resolution geoid model.
 AF7664
 AF7664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7664
 AF7664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7664
 AF7664.The ellipsoidal height was determined by GPS observations
 AF7664.and is referenced to NAD 83.
 AF7664
 AF7664.The geoid height was determined by GEOID03.
 AF7664
 AF7664;                    North         East     Units Scale Factor Converg.
 AF7664;SPC FL W     -   299,269.972   204,086.886   MT  0.99994138   +0 01 07.4
 AF7664;SPC FL W     -   981,854.90    669,575.06   sFT  0.99994138   +0 01 07.4
 AF7664;UTM  17      - 2,990,660.886   404,898.314   MT  0.99971165   -0 26 09.0
 AF7664
 AF7664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7664!SPC FL W     -   1.00000267  x   0.99994138  =   0.99994405
 AF7664!UTM  17      -   1.00000267  x   0.99971165  =   0.99971432
 AF7664
 AF7664                          SUPERSEDED SURVEY CONTROL
 AF7664
 AF7664  NAD 83(1990)-  27 02 05.58738(N)    081 57 31.71258(W) AD(       ) 1
 AF7664  ELLIP H (11/12/93)  -16.97   (m)                       GP(       ) 4 1
 AF7664
 AF7664.Superseded values are not recommended for survey control.
 AF7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7664.See file dsdata.txt to determine how the superseded data were derived.
 AF7664
 AF7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0489890661(NAD 83)
 AF7664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF7664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7664_SP_SET: CONCRETE POST
 AF7664_STAMPING: GPS 1992 4023-01-002 9282
 AF7664_MARK LOGO: FL-015
 AF7664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7664+STABILITY: SURFACE MOTION
 AF7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7664+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 AF7664
 AF7664  HISTORY     - Date     Condition        Report By
 AF7664  HISTORY     - 1992     MONUMENTED       FL-015
 AF7664  HISTORY     - 19920911 GOOD             DENI
 AF7664
 AF7664                          STATION DESCRIPTION
 AF7664
 AF7664'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7664'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7664'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 1, TWP 40S,
 AF7664'RGE 23E, AT THE CHARLOTTE/DE SOTO COUNTY LINE, 8.9 MI (14.3 KM)
 AF7664'NORTHEAST OF PUNTA GORDA, IN PEACE RIVER SHORES.
 AF7664'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, GO
 AF7664'NORTHEASTERLY AND NORTH 8.65 MI (13.92 KM) ON U.S. HIGHWAY 17 TO
 AF7664'NOTTINGHAM ROAD AND THE STATION IN THE SOUTHWEST QUADRANT OF THE
 AF7664'INTERSECTION.
 AF7664'STATION IS 46.5 FT (14.2 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 17,
 AF7664'35.0 FT (10.7 M) SOUTH OF THE CENTERLINE OF NOTTINGHAM ROAD, 75.6 FT
 AF7664'(23.0 M) SOUTHWEST OF A 60 PENNY SPIKE AT THE INTERSECTION OF THE
 AF7664'CENTERLINE OF U.S. 17 AND THE COUNTY LINE, 64.7 FT (19.7 M) SOUTHEAST
 AF7664'OF A 24 INCH DIAMETER OAK TREE, 60.8 FT (18.5 M) SOUTH OF A 4 INCH
 AF7664'SQUARE CONCRETE MONUMENT, 1.8 FT (0.5 M) EAST OF A WITNESS POST.
 AF7664'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7664'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 9 INCHES BELOW
 AF7664'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7665 ***********************************************************************
 AF7665  DESIGNATION -  4024 13 001
 AF7665  PID         -  AF7665
 AF7665  STATE/COUNTY-  FL/CHARLOTTE
 AF7665  USGS QUAD   -  ARCADIA SE (1987)
 AF7665
 AF7665                         *CURRENT SURVEY CONTROL
 AF7665  ___________________________________________________________________
 AF7665* NAD 83(1999)-  27 00 10.15547(N)    081 51 40.89714(W)     ADJUSTED  
 AF7665* NAVD 88     -         9.9    (meters)      32.     (feet)  GPS OBS   
 AF7665  ___________________________________________________________________
 AF7665  X           -     805,064.107 (meters)                     COMP
 AF7665  Y           -  -5,629,457.092 (meters)                     COMP
 AF7665  Z           -   2,878,487.517 (meters)                     COMP
 AF7665  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AF7665  ELLIP HEIGHT-         -14.45  (meters)          (07/06/01) GPS OBS
 AF7665  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AF7665
 AF7665  HORZ ORDER  -  FIRST
 AF7665  ELLP ORDER  -  FOURTH    CLASS II
 AF7665
 AF7665.The horizontal coordinates were established by GPS observations
 AF7665.and adjusted by the National Geodetic Survey in July 2001..
 AF7665
 AF7665.The orthometric height was determined by GPS observations and a
 AF7665.high-resolution geoid model.
 AF7665
 AF7665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7665
 AF7665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7665
 AF7665.The ellipsoidal height was determined by GPS observations
 AF7665.and is referenced to NAD 83.
 AF7665
 AF7665.The geoid height was determined by GEOID03.
 AF7665
 AF7665;                    North         East     Units Scale Factor Converg.
 AF7665;SPC FL W     -   295,724.164   213,759.522   MT  0.99994351   +0 03 46.6
 AF7665;SPC FL W     -   970,221.69    701,309.37   sFT  0.99994351   +0 03 46.6
 AF7665;UTM  17      - 2,987,039.369   414,540.201   MT  0.99969016   -0 23 28.0
 AF7665
 AF7665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7665!SPC FL W     -   1.00000227  x   0.99994351  =   0.99994578
 AF7665!UTM  17      -   1.00000227  x   0.99969016  =   0.99969243
 AF7665
 AF7665                          SUPERSEDED SURVEY CONTROL
 AF7665
 AF7665  NAD 83(1990)-  27 00 10.15388(N)    081 51 40.89651(W) AD(       ) 1
 AF7665  ELLIP H (11/12/93)  -14.42   (m)                       GP(       ) 4 1
 AF7665
 AF7665.Superseded values are not recommended for survey control.
 AF7665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7665.See file dsdata.txt to determine how the superseded data were derived.
 AF7665
 AF7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1454087039(NAD 83)
 AF7665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF7665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7665_SP_SET: CONCRETE POST
 AF7665_STAMPING: GPS 1992 4024-13-001 9279
 AF7665_MARK LOGO: FL-015
 AF7665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7665+STABILITY: SURFACE MOTION
 AF7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7665+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 AF7665
 AF7665  HISTORY     - Date     Condition        Report By
 AF7665  HISTORY     - 1992     MONUMENTED       FL-015
 AF7665  HISTORY     - 19920911 GOOD             DENI
 AF7665
 AF7665                          STATION DESCRIPTION
 AF7665
 AF7665'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7665'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7665'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 13, TWP 40S,
 AF7665'RGE 24E, 2.2 MI (3.5 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE,
 AF7665'12.5 MI (20.1 KM) NORTHEAST OF PUNTA GORDA, IN PRAIRIE CREEK PARK.
 AF7665'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, GO
 AF7665'EAST NORTHEAST ON U.S. HIGHWAY 17 FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 AF7665'OF COUNTY ROAD 74, THEN CONTINUE 2.95 MI (4.75 KM) EAST NORTHEAST ON
 AF7665'U.S. HIGHWAY 17 TO COUNTY ROAD 764/WASHINGTON LOOP ROAD, THEN
 AF7665'EASTERLY 4.75 MI (7.64 KM) ON COUNTY ROAD 764 TO A 90 DEGREE CURVE TO
 AF7665'THE NORTH, THEN CONTINUE NORTH 1.0 MI (1.6 KM) ON COUNTY ROAD
 AF7665'764/WASHINGTON LOOP ROAD TO PRAIRIE CREEK BOULEVARD, THEN EAST 1.6 MI
 AF7665'(2.6 KM) TO CYPRESS GROVE CIRCLE, THEN NORTHERLY 1.1 MI (1.8 KM) TO
 AF7665'WOOD PATH COURT, THEN EASTERLY 0.3 MI (0.5 KM) TO A CUL-DE-SAC AND
 AF7665'THE STATION ON THE RIGHT.
 AF7665'STATION IS 67 FT (20.4 M) SOUTHEAST OF THE CENTER OF THE CUL-DE-SAC,
 AF7665'101.0 FT (30.8 M) EAST OF THE NORTHEAST END OF AN 18 INCH CULVERT
 AF7665'PIPE, 27.0 FT (8.2 M) SOUTHEAST OF THE EDGE OF PAVEMENT, 3.2 FT
 AF7665'(1.0 M) NORTHWEST OF A WITNESS POST.
 AF7665'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7665'DISK SET IN TOP OF A 16 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AF7665'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8677 ***********************************************************************
 AD8677  DESIGNATION -  4024 31 001
 AD8677  PID         -  AD8677
 AD8677  STATE/COUNTY-  FL/CHARLOTTE
 AD8677  USGS QUAD   -  CLEVELAND (1987)
 AD8677
 AD8677                         *CURRENT SURVEY CONTROL
 AD8677  ___________________________________________________________________
 AD8677* NAD 83(1999)-  26 56 49.09628(N)    081 57 26.65837(W)     ADJUSTED  
 AD8677* NAVD 88     -         6.4    (meters)      21.     (feet)  GPS OBS   
 AD8677  ___________________________________________________________________
 AD8677  X           -     796,018.646 (meters)                     COMP
 AD8677  Y           -  -5,633,575.173 (meters)                     COMP
 AD8677  Z           -   2,872,970.943 (meters)                     COMP
 AD8677  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AD8677  ELLIP HEIGHT-         -17.79  (meters)          (07/06/01) GPS OBS
 AD8677  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AD8677
 AD8677  HORZ ORDER  -  FIRST
 AD8677  ELLP ORDER  -  FOURTH    CLASS II
 AD8677
 AD8677.The horizontal coordinates were established by GPS observations
 AD8677.and adjusted by the National Geodetic Survey in July 2001..
 AD8677
 AD8677.The orthometric height was determined by GPS observations and a
 AD8677.high-resolution geoid model.
 AD8677
 AD8677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8677
 AD8677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8677
 AD8677.The ellipsoidal height was determined by GPS observations
 AD8677.and is referenced to NAD 83.
 AD8677
 AD8677.The geoid height was determined by GEOID03.
 AD8677
 AD8677;                    North         East     Units Scale Factor Converg.
 AD8677;SPC FL W     -   289,529.353   204,229.485   MT  0.99994140   +0 01 09.5
 AD8677;SPC FL W     -   949,897.55    670,042.90   sFT  0.99994140   +0 01 09.5
 AD8677;UTM  17      - 2,980,921.681   404,963.732   MT  0.99971150   -0 26 02.0
 AD8677
 AD8677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8677!SPC FL W     -   1.00000279  x   0.99994140  =   0.99994419
 AD8677!UTM  17      -   1.00000279  x   0.99971150  =   0.99971429
 AD8677
 AD8677                          SUPERSEDED SURVEY CONTROL
 AD8677
 AD8677  NAD 83(1990)-  26 56 49.09483(N)    081 57 26.65791(W) AD(       ) 1
 AD8677  ELLIP H (11/12/93)  -17.75   (m)                       GP(       ) 4 1
 AD8677
 AD8677.Superseded values are not recommended for survey control.
 AD8677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8677.See file dsdata.txt to determine how the superseded data were derived.
 AD8677
 AD8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0496480922(NAD 83)
 AD8677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8677_SP_SET: CONCRETE POST
 AD8677_STAMPING: GPS 1992 4024-31-001 9271
 AD8677_MARK LOGO: FL-015
 AD8677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8677+STABILITY: SURFACE MOTION
 AD8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8677+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1992
 AD8677
 AD8677  HISTORY     - Date     Condition        Report By
 AD8677  HISTORY     - 1992     MONUMENTED       FL-015
 AD8677  HISTORY     - 19920917 GOOD             DENI
 AD8677
 AD8677                          STATION DESCRIPTION
 AD8677
 AD8677'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8677'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8677'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 31, TWP 40S,
 AD8677'RGE 24E, 5.8 MI (9.3 KM) EAST NORTHEAST OF PUNTA GORDA, 3.85 MI
 AD8677'(6.20 KM) EAST NORTHEAST OF THE JUNCTION OF I-75 AND U.S. HIGHWAY 17,
 AD8677'EXIT 29.
 AD8677'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, EXIT
 AD8677'29, GO NORTHEAST 1.25 MI (2.01 KM) ON U.S. HIGHWAY 17 TO COUNTY ROAD
 AD8677'74, THEN EAST 2.7 MI (4.3 KM) ON COUNTY ROAD 74 TO A POWER LINE
 AD8677'CROSSING AND THE MARK ON THE LEFT.
 AD8677'STATION IS 22.8 NORTH OF THE CENTERLINE OF COUNTY ROAD 74, AT THE EAST
 AD8677'EDGE OF A GRASS DRIVE LEADING NORTH TO A GATE, 43.4 FT (13.2 M) WEST
 AD8677'OF THE CENTER WIRE OF THE HIGH VOLTAGE POWER LINES, 94.3 FT (28.7 M)
 AD8677'EAST OF THE CENTERLINE OF STRASSE BOULEVARD (A DIRT ROAD) PROJECTED
 AD8677'NORTH, 26.9 FT (8.2 M) SOUTH SOUTHEAST OF A POWER POLE, 13.3 FT
 AD8677'(4.1 M) SOUTH OF A WITNESS POST.
 AD8677'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8677'DISK SET IN TOP OF A 13 INCH ROUND CONCRETE MONUMENT, 10 INCHES BELOW
 AD8677'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7666 ***********************************************************************
 AF7666  DESIGNATION -  4025 01 002
 AF7666  PID         -  AF7666
 AF7666  STATE/COUNTY-  FL/CHARLOTTE
 AF7666  USGS QUAD   -  ARCADIA SE (1987)
 AF7666
 AF7666                         *CURRENT SURVEY CONTROL
 AF7666  ___________________________________________________________________
 AF7666* NAD 83(1999)-  27 02 01.37403(N)    081 46 17.02364(W)     ADJUSTED  
 AF7666* NAVD 88     -        12.1    (meters)      40.     (feet)  GPS OBS   
 AF7666  ___________________________________________________________________
 AF7666  X           -     813,680.095 (meters)                     COMP
 AF7666  Y           -  -5,626,648.874 (meters)                     COMP
 AF7666  Z           -   2,881,538.051 (meters)                     COMP
 AF7666  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AF7666  ELLIP HEIGHT-         -12.33  (meters)          (07/06/01) GPS OBS
 AF7666  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AF7666
 AF7666  HORZ ORDER  -  FIRST
 AF7666  ELLP ORDER  -  FOURTH    CLASS II
 AF7666
 AF7666.The horizontal coordinates were established by GPS observations
 AF7666.and adjusted by the National Geodetic Survey in July 2001..
 AF7666
 AF7666.The orthometric height was determined by GPS observations and a
 AF7666.high-resolution geoid model.
 AF7666
 AF7666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7666
 AF7666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7666
 AF7666.The ellipsoidal height was determined by GPS observations
 AF7666.and is referenced to NAD 83.
 AF7666
 AF7666.The geoid height was determined by GEOID03.
 AF7666
 AF7666;                    North         East     Units Scale Factor Converg.
 AF7666;SPC FL W     -   299,160.149   222,682.049   MT  0.99994753   +0 06 14.1
 AF7666;SPC FL W     -   981,494.59    730,582.69   sFT  0.99994753   +0 06 14.1
 AF7666;UTM  17      - 2,990,403.610   423,487.326   MT  0.99967227   -0 21 02.3
 AF7666
 AF7666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7666!SPC FL W     -   1.00000194  x   0.99994753  =   0.99994947
 AF7666!UTM  17      -   1.00000194  x   0.99967227  =   0.99967421
 AF7666
 AF7666                          SUPERSEDED SURVEY CONTROL
 AF7666
 AF7666  NAD 83(1990)-  27 02 01.37235(N)    081 46 17.02296(W) AD(       ) 1
 AF7666  ELLIP H (11/12/93)  -12.32   (m)                       GP(       ) 4 1
 AF7666
 AF7666.Superseded values are not recommended for survey control.
 AF7666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7666.See file dsdata.txt to determine how the superseded data were derived.
 AF7666
 AF7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2348790404(NAD 83)
 AF7666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF7666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7666_SP_SET: CONCRETE POST
 AF7666_STAMPING: 1992 GPS 4025-01-002 9278
 AF7666_MARK LOGO: FL-015
 AF7666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7666+STABILITY: SURFACE MOTION
 AF7666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7666+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 AF7666
 AF7666  HISTORY     - Date     Condition        Report By
 AF7666  HISTORY     - 1992     MONUMENTED       FL-015
 AF7666  HISTORY     - 19920911 GOOD             DENI
 AF7666
 AF7666                          STATION DESCRIPTION
 AF7666
 AF7666'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7666'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7666'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, TWP 40S, RGE
 AF7666'25E, AT THE CHARLOTTE/DE SOTO COUNTY LINE, 18.5 MI (29.8 KM)
 AF7666'NORTHEAST OF PUNTA GORDA.
 AF7666'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AF7666'74 IN NORTHEAST CHARLOTTE COUNTY, GO NORTHERLY 6.2 MI (10.0 KM) ON
 AF7666'STATE ROUTE 31 TO THE CHARLOTTE/DE SOTO COUNTY LINE AND THE STATION
 AF7666'ON THE RIGHT, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE
 AF7666'ROUTE 31 AND A GRAVEL DRIVE LEADING EAST.
 AF7666'STATION IS 44.6 FT (13.6 M) NORTHEAST OF THE CENTERLINE OF STATE ROUTE
 AF7666'31, 61 FT (18.6 M) SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE, 45.5 FT
 AF7666'(13.9 M) SOUTHEAST OF A WOODEN FENCE CORNER, 36.1 FT (11.0 M) EAST
 AF7666'SOUTHEAST OF THE SOUTHEAST END OF AN 18 INCH CULVERT PIPE, 83.0 FT
 AF7666'(25.3 M) SOUTHEAST OF A 6 INCH SQUARE CONCRETE STATE RIGHT-OF-WAY
 AF7666'POST, 3.8 FT (1.2 M) SOUTHWEST OF A WITNESS POST.
 AF7666'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7666'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 6 INCHES
 AF7666'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8678 ***********************************************************************
 AD8678  DESIGNATION -  4025 31 001
 AD8678  PID         -  AD8678
 AD8678  STATE/COUNTY-  FL/CHARLOTTE
 AD8678  USGS QUAD   -  BERMONT (1987)
 AD8678
 AD8678                         *CURRENT SURVEY CONTROL
 AD8678  ___________________________________________________________________
 AD8678* NAD 83(1999)-  26 56 47.40247(N)    081 51 22.04604(W)     ADJUSTED  
 AD8678* NAVD 88     -         9.0    (meters)      30.     (feet)  GPS OBS   
 AD8678  ___________________________________________________________________
 AD8678  X           -     805,979.473 (meters)                     COMP
 AD8678  Y           -  -5,632,184.823 (meters)                     COMP
 AD8678  Z           -   2,872,925.590 (meters)                     COMP
 AD8678  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AD8678  ELLIP HEIGHT-         -15.32  (meters)          (07/06/01) GPS OBS
 AD8678  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AD8678
 AD8678  HORZ ORDER  -  FIRST
 AD8678  ELLP ORDER  -  FOURTH    CLASS II
 AD8678
 AD8678.The horizontal coordinates were established by GPS observations
 AD8678.and adjusted by the National Geodetic Survey in July 2001..
 AD8678
 AD8678.The orthometric height was determined by GPS observations and a
 AD8678.high-resolution geoid model.
 AD8678
 AD8678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8678
 AD8678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8678
 AD8678.The ellipsoidal height was determined by GPS observations
 AD8678.and is referenced to NAD 83.
 AD8678
 AD8678.The geoid height was determined by GEOID03.
 AD8678
 AD8678;                    North         East     Units Scale Factor Converg.
 AD8678;SPC FL W     -   289,484.639   214,286.327   MT  0.99994370   +0 03 54.7
 AD8678;SPC FL W     -   949,750.85    703,037.72   sFT  0.99994370   +0 03 54.7
 AD8678;UTM  17      - 2,980,797.454   415,017.470   MT  0.99968915   -0 23 16.7
 AD8678
 AD8678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8678!SPC FL W     -   1.00000241  x   0.99994370  =   0.99994611
 AD8678!UTM  17      -   1.00000241  x   0.99968915  =   0.99969156
 AD8678
 AD8678                          SUPERSEDED SURVEY CONTROL
 AD8678
 AD8678  NAD 83(1990)-  26 56 47.40092(N)    081 51 22.04543(W) AD(       ) 1
 AD8678  ELLIP H (11/12/93)  -15.28   (m)                       GP(       ) 4 1
 AD8678
 AD8678.Superseded values are not recommended for survey control.
 AD8678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8678.See file dsdata.txt to determine how the superseded data were derived.
 AD8678
 AD8678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1501780797(NAD 83)
 AD8678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8678_SP_SET: CONCRETE POST
 AD8678_STAMPING: GPS 1992 4025-31-001 9272
 AD8678_MARK LOGO: FL-015
 AD8678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8678+STABILITY: SURFACE MOTION
 AD8678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8678+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AD8678
 AD8678  HISTORY     - Date     Condition        Report By
 AD8678  HISTORY     - 1992     MONUMENTED       FL-015
 AD8678  HISTORY     - 19920917 GOOD             DENI
 AD8678  HISTORY     - 20040507 GOOD             INDIV
 AD8678
 AD8678                          STATION DESCRIPTION
 AD8678
 AD8678'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8678'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8678'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 31, TWP 40S,
 AD8678'RGE 25E, 12.0 MI (19.3 KM) EAST NORTHEAST OF PUNTA GORDA, 6.0 MI
 AD8678'(9.7 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE.
 AD8678'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8678'74 IN NORTHEAST CHARLOTTE COUNTY, GO WEST 5.85 MI (9.41 KM) ON COUNTY
 AD8678'ROAD 74 TO THE STATION ON THE RIGHT.
 AD8678'STATION IS 33.6 FT (10.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 74,
 AD8678'IN THE FLOWLINE OF A DITCH, 250 FT (76.2 M) EAST OF THE CENTERLINE OF
 AD8678'A PRIVATE DIRT DRIVEWAY, 237 FT (72.2 M) EAST OF THE EAST END OF A
 AD8678'CONCRETE CULVERT UNDER THE PRIVATE DRIVE, 27.8 FT (8.5 M) SOUTH
 AD8678'SOUTHWEST OF A POWER POLE, 18.5 FT (5.6 M) SOUTH OF A BARBED WIRE
 AD8678'FENCE, 40.3 FT (12.3 M) SOUTHEAST OF A 4 INCH PINE TREE, 25.2 FT
 AD8678'(7.7 M) SOUTHWEST OF A 6 INCH SQUARE STATE HIGHWAY RIGHT-OF-WAY
 AD8678'CONCRETE POST, 86.0 FT (26.2 M) NORTHWEST OF A 6 INCH SQUARE STATE
 AD8678'HIGHWAY RIGHT-OF-WAY CONCRETE POST, 17.5 FT (5.3 M) SOUTH OF A
 AD8678'WITNESS POST.
 AD8678'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8678'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 4 INCHES
 AD8678'BELOW GROUND LEVEL AND 3 FT (0.9 M) LOWER THAN CROWN OF ROAD.
 AD8678
 AD8678                          STATION RECOVERY (2004)
 AD8678
 AD8678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WSP)
 AD8678'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7667 ***********************************************************************
 AF7667  DESIGNATION -  4026 01 002
 AF7667  PID         -  AF7667
 AF7667  STATE/COUNTY-  FL/CHARLOTTE
 AF7667  USGS QUAD   -  LONG ISLAND MARSH SW (1987)
 AF7667
 AF7667                         *CURRENT SURVEY CONTROL
 AF7667  ___________________________________________________________________
 AF7667* NAD 83(1999)-  27 01 06.25660(N)    081 40 47.06844(W)     ADJUSTED  
 AF7667* NAVD 88     -        16.1    (meters)      53.     (feet)  GPS OBS   
 AF7667  ___________________________________________________________________
 AF7667  X           -     822,791.877 (meters)                     COMP
 AF7667  Y           -  -5,626,106.285 (meters)                     COMP
 AF7667  Z           -   2,880,028.649 (meters)                     COMP
 AF7667  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AF7667  ELLIP HEIGHT-          -8.38  (meters)          (07/06/01) GPS OBS
 AF7667  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AF7667
 AF7667  HORZ ORDER  -  FIRST
 AF7667  ELLP ORDER  -  FOURTH    CLASS II
 AF7667
 AF7667.The horizontal coordinates were established by GPS observations
 AF7667.and adjusted by the National Geodetic Survey in July 2001..
 AF7667
 AF7667.The orthometric height was determined by GPS observations and a
 AF7667.high-resolution geoid model.
 AF7667
 AF7667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7667
 AF7667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7667
 AF7667.The ellipsoidal height was determined by GPS observations
 AF7667.and is referenced to NAD 83.
 AF7667
 AF7667.The geoid height was determined by GEOID03.
 AF7667
 AF7667;                    North         East     Units Scale Factor Converg.
 AF7667;SPC FL W     -   297,483.579   231,780.301   MT  0.99995364   +0 08 43.8
 AF7667;SPC FL W     -   975,994.04    760,432.54   sFT  0.99995364   +0 08 43.8
 AF7667;UTM  17      - 2,988,655.436   432,569.393   MT  0.99965613   -0 18 31.7
 AF7667
 AF7667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7667!SPC FL W     -   1.00000132  x   0.99995364  =   0.99995496
 AF7667!UTM  17      -   1.00000132  x   0.99965613  =   0.99965745
 AF7667
 AF7667                          SUPERSEDED SURVEY CONTROL
 AF7667
 AF7667  NAD 83(1990)-  27 01 06.25492(N)    081 40 47.06776(W) AD(       ) 1
 AF7667  ELLIP H (11/12/93)   -8.38   (m)                       GP(       ) 4 1
 AF7667
 AF7667.Superseded values are not recommended for survey control.
 AF7667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7667.See file dsdata.txt to determine how the superseded data were derived.
 AF7667
 AF7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3256988655(NAD 83)
 AF7667_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF7667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7667_SP_SET: CONCRETE POST
 AF7667_STAMPING: GPS 1992 4026-01-002 9277
 AF7667_MARK LOGO: FL-015
 AF7667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7667+STABILITY: SURFACE MOTION
 AF7667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7667+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 AF7667
 AF7667  HISTORY     - Date     Condition        Report By
 AF7667  HISTORY     - 1992     MONUMENTED       FL-015
 AF7667  HISTORY     - 19920921 GOOD             DENI
 AF7667
 AF7667                          STATION DESCRIPTION
 AF7667
 AF7667'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7667'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7667'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 1, TWP 40S,
 AF7667'26E, 1.0 MI (1.6 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE, 7.2
 AF7667'MI (11.6 KM) WEST OF THE CHARLOTTE/GLADES COUNTY LINE, 23.5 MI
 AF7667'(37.8 KM) NORTHEAST OF PUNTA GORDA.
 AF7667'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AF7667'74 IN NORTHEAST CHARLOTTE COUNTY, GO NORTH 5.0 MI (8.0 KM) ON STATE
 AF7667'ROUTE 31 TO A CURVE TO THE LEFT AND FARABEE ROAD, THEN EAST 4.5 MI
 AF7667'(7.2 KM) ON FARABEE ROAD TO A 90 DEGREE BEND IN THE ROAD TO THE
 AF7667'NORTH, THEN CONTINUE EAST 0.5 MI (0.8 KM) ON FARABEE ROAD TO A CATTLE
 AF7667'GUARD CROSSING AND THE STATION ON THE LEFT.
 AF7667'STATION IS 12.4 FT (3.8 M) NORTH OF THE CENTER OF THE CATTLE GUARD,
 AF7667'42.0 FT (12.8 M) EAST OF A POWER POLE, 2.4 FT (0.7 M) SOUTHEAST OF A
 AF7667'FENCE CORNER, 40.7 SOUTH SOUTHWEST OF A WOODEN GATE POST (NORTH-MOST)
 AF7667', 2.3 FT (0.7 M) EAST OF A WITNESS POST.
 AF7667'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7667'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 3 INCHES
 AF7667'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8679 ***********************************************************************
 AD8679  DESIGNATION -  4026 31 002
 AD8679  PID         -  AD8679
 AD8679  STATE/COUNTY-  FL/CHARLOTTE
 AD8679  USGS QUAD   -  BERMONT (1987)
 AD8679
 AD8679                         *CURRENT SURVEY CONTROL
 AD8679  ___________________________________________________________________
 AD8679* NAD 83(1999)-  26 56 45.45642(N)    081 45 37.79700(W)     ADJUSTED  
 AD8679* NAVD 88     -        11.8    (meters)      39.     (feet)  GPS OBS   
 AD8679  ___________________________________________________________________
 AD8679  X           -     815,382.507 (meters)                     COMP
 AD8679  Y           -  -5,630,861.062 (meters)                     COMP
 AD8679  Z           -   2,872,873.415 (meters)                     COMP
 AD8679  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AD8679  ELLIP HEIGHT-         -12.63  (meters)          (07/06/01) GPS OBS
 AD8679  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AD8679
 AD8679  HORZ ORDER  -  FIRST
 AD8679  ELLP ORDER  -  FOURTH    CLASS II
 AD8679
 AD8679.The horizontal coordinates were established by GPS observations
 AD8679.and adjusted by the National Geodetic Survey in July 2001..
 AD8679
 AD8679.The orthometric height was determined by GPS observations and a
 AD8679.high-resolution geoid model.
 AD8679
 AD8679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8679
 AD8679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8679
 AD8679.The ellipsoidal height was determined by GPS observations
 AD8679.and is referenced to NAD 83.
 AD8679
 AD8679.The geoid height was determined by GEOID03.
 AD8679
 AD8679;                    North         East     Units Scale Factor Converg.
 AD8679;SPC FL W     -   289,439.141   223,781.624   MT  0.99994816   +0 06 30.7
 AD8679;SPC FL W     -   949,601.58    734,190.21   sFT  0.99994816   +0 06 30.7
 AD8679;UTM  17      - 2,980,676.888   424,509.582   MT  0.99967035   -0 20 40.7
 AD8679
 AD8679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8679!SPC FL W     -   1.00000198  x   0.99994816  =   0.99995014
 AD8679!UTM  17      -   1.00000198  x   0.99967035  =   0.99967233
 AD8679
 AD8679                          SUPERSEDED SURVEY CONTROL
 AD8679
 AD8679  NAD 83(1990)-  26 56 45.45476(N)    081 45 37.79634(W) AD(       ) 1
 AD8679  ELLIP H (11/12/93)  -12.60   (m)                       GP(       ) 4 1
 AD8679
 AD8679.Superseded values are not recommended for survey control.
 AD8679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8679.See file dsdata.txt to determine how the superseded data were derived.
 AD8679
 AD8679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2451080677(NAD 83)
 AD8679_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8679_SP_SET: CONCRETE POST
 AD8679_STAMPING: GPS 1992 4026-31-002 9273
 AD8679_MARK LOGO: FL-015
 AD8679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8679+STABILITY: SURFACE MOTION
 AD8679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8679+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1992
 AD8679
 AD8679  HISTORY     - Date     Condition        Report By
 AD8679  HISTORY     - 1992     MONUMENTED       FL-015
 AD8679  HISTORY     - 19920919 GOOD             DENI
 AD8679
 AD8679                          STATION DESCRIPTION
 AD8679
 AD8679'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8679'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8679'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 31, TWP 40S,
 AD8679'RGE 26E, 6.0 MI (9.7 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE,
 AD8679'IN NORTHEAST CHARLOTTE COUNTY, 17.8 MI (28.6 KM) EAST OF PUNTA GORDA,
 AD8679'IN THE NORTHEAST QUADRANT OF THE JUNCTION OF STATE ROUTE 31 AND
 AD8679'COUNTY ROAD 74.
 AD8679'STATION IS 112.0 FT (34.1 M) EAST OF THE CENTERLINE OF STATE ROUTE 31,
 AD8679'25.2 FT (7.7 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 74, 115.4 FT
 AD8679'(35.2 M) NORTHEAST OF AN AXLE ROD AT THE CENTERLINE INTERSECTION OF
 AD8679'STATE ROUTE 31 AND COUNTY ROAD 74, 52.7 FT (16.1 M) SOUTHEAST OF A
 AD8679'CHISELED + IN THE CENTER OF A CONCRETE HEADWALL, 25.8 FT (7.9 M)
 AD8679'SOUTH OF A WITNESS POST.
 AD8679'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8679'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AD8679'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8680 ***********************************************************************
 AD8680  DESIGNATION -  4027 28 001
 AD8680  PID         -  AD8680
 AD8680  STATE/COUNTY-  FL/CHARLOTTE
 AD8680  USGS QUAD   -  TELEGRAPH SWAMP NW (1973)
 AD8680
 AD8680                         *CURRENT SURVEY CONTROL
 AD8680  ___________________________________________________________________
 AD8680* NAD 83(1999)-  26 58 28.01163(N)    081 37 36.39311(W)     ADJUSTED  
 AD8680* NAVD 88     -        17.6    (meters)      58.     (feet)  GPS OBS   
 AD8680  ___________________________________________________________________
 AD8680  X           -     828,314.565 (meters)                     COMP
 AD8680  Y           -  -5,627,531.982 (meters)                     COMP
 AD8680  Z           -   2,875,689.492 (meters)                     COMP
 AD8680  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AD8680  ELLIP HEIGHT-          -6.85  (meters)          (07/06/01) GPS OBS
 AD8680  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AD8680
 AD8680  HORZ ORDER  -  FIRST
 AD8680  ELLP ORDER  -  FOURTH    CLASS II
 AD8680
 AD8680.The horizontal coordinates were established by GPS observations
 AD8680.and adjusted by the National Geodetic Survey in July 2001..
 AD8680
 AD8680.The orthometric height was determined by GPS observations and a
 AD8680.high-resolution geoid model.
 AD8680
 AD8680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8680
 AD8680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8680
 AD8680.The ellipsoidal height was determined by GPS observations
 AD8680.and is referenced to NAD 83.
 AD8680
 AD8680.The geoid height was determined by GEOID03.
 AD8680
 AD8680;                    North         East     Units Scale Factor Converg.
 AD8680;SPC FL W     -   292,627.673   237,050.666   MT  0.99995812   +0 10 09.5
 AD8680;SPC FL W     -   960,062.62    777,723.73   sFT  0.99995812   +0 10 09.5
 AD8680;UTM  17      - 2,983,759.416   437,799.530   MT  0.99964776   -0 17 03.5
 AD8680
 AD8680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8680!SPC FL W     -   1.00000108  x   0.99995812  =   0.99995920
 AD8680!UTM  17      -   1.00000108  x   0.99964776  =   0.99964884
 AD8680
 AD8680                          SUPERSEDED SURVEY CONTROL
 AD8680
 AD8680  NAD 83(1990)-  26 58 28.00997(N)    081 37 36.39239(W) AD(       ) 1
 AD8680  ELLIP H (11/12/93)   -6.86   (m)                       GP(       ) 4 1
 AD8680
 AD8680.Superseded values are not recommended for survey control.
 AD8680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8680.See file dsdata.txt to determine how the superseded data were derived.
 AD8680
 AD8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3780083759(NAD 83)
 AD8680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8680_SP_SET: CONCRETE POST
 AD8680_STAMPING: GPS 1992 4027-28-001 9276
 AD8680_MARK LOGO: FL-015
 AD8680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8680+STABILITY: SURFACE MOTION
 AD8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8680+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AD8680
 AD8680  HISTORY     - Date     Condition        Report By
 AD8680  HISTORY     - 1992     MONUMENTED       FL-015
 AD8680  HISTORY     - 19920921 GOOD             DENI
 AD8680  HISTORY     - 20040708 GOOD             PICKET
 AD8680
 AD8680                          STATION DESCRIPTION
 AD8680
 AD8680'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8680'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8680'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 28, TWP 40S,
 AD8680'RGE 27E, 3.9 MI (6.3 KM) WEST OF THE CHARLOTTE/GLADES COUNTY LINE,
 AD8680'4.0 MI (6.4 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE, 26.2 MI
 AD8680'(42.2 KM) EAST NORTHEAST OF PUNTA GORDA.
 AD8680'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8680'74 IN NORTHEAST CHARLOTTE COUNTY, GO EAST 8.2 MI (13.2 KM) ON COUNTY
 AD8680'ROAD 74 TO GOLDEN RANCHES ROAD (A GRAVEL ROAD), GO NORTH 2.0 MI
 AD8680'(3.2 KM) ON GOLDEN RANCHES ROAD TO A WIDE DRAINAGE DITCH ALONG THE
 AD8680'SOUTH EDGE OF A CITRUS GROVE AND THE STATION ON THE LEFT.
 AD8680'STATION IS 14.5 FT (4.4 M) WEST OF THE CENTERLINE OF GOLDEN RANCHES
 AD8680'ROAD, 8 FT (2.4 M) EAST OF THE CENTERLINE OF A NARROW DITCH, 49.0 FT
 AD8680'(14.9 M) SOUTH SOUTHEAST OF THE WEST END OF A 48 INCH DIAMETER
 AD8680'CULVERT PIPE, 63.4 FT (19.3 M) NORTHWEST OF THE NORTH END OF A 15
 AD8680'INCH DIAMETER CULVERT PIPE, 61 FT (18.6 M) NORTHWEST OF THE
 AD8680'CENTERLINE INTERSECTION OF GOLDEN RANCHES ROAD AND A GRAVEL DRIVE
 AD8680'LEADING EAST TO AN ABANDONED WOODEN SHACK, 2.55 FT (0.78 M) EAST OF A
 AD8680'WITNESS POST.
 AD8680'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8680'DISK SET IN TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 8 INCHES BELOW
 AD8680'GROUND LEVEL.
 AD8680
 AD8680                          STATION RECOVERY (2004)
 AD8680
 AD8680'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2004 (HS)
 AD8680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0280 ***********************************************************************
 AG0280  DESIGNATION -  403 FLHD
 AG0280  PID         -  AG0280
 AG0280  STATE/COUNTY-  FL/PINELLAS
 AG0280  USGS QUAD   -  ST PETERSBURG (1987)
 AG0280
 AG0280                         *CURRENT SURVEY CONTROL
 AG0280  ___________________________________________________________________
 AG0280* NAD 83(1986)-  27 47 58.     (N)    082 38 21.     (W)     SCALED    
 AG0280* NAVD 88     -         6.678  (meters)      21.91   (feet)  ADJUSTED  
 AG0280  ___________________________________________________________________
 AG0280  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG0280  DYNAMIC HT  -           6.669 (meters)      21.88  (feet)  COMP
 AG0280  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AG0280
 AG0280  VERT ORDER  -  SECOND    CLASS II
 AG0280
 AG0280.The horizontal coordinates were scaled from a topographic map and have
 AG0280.an estimated accuracy of +/- 6 seconds.
 AG0280
 AG0280.The orthometric height was determined by differential leveling
 AG0280.and adjusted by the National Geodetic Survey in June 1991..
 AG0280
 AG0280.The geoid height was determined by GEOID03.
 AG0280
 AG0280.The dynamic height is computed by dividing the NAVD 88
 AG0280.geopotential number by the normal gravity value computed on the
 AG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0280.degrees latitude (g = 980.6199 gals.).
 AG0280
 AG0280.The modeled gravity was interpolated from observed gravity values.
 AG0280
 AG0280;                    North         East    Units  Estimated Accuracy
 AG0280;SPC FL W     -   384,150.      137,020.      MT  (+/- 180 meters Scaled)
 AG0280
 AG0280                          SUPERSEDED SURVEY CONTROL
 AG0280
 AG0280  NGVD 29 (??/??/92)    6.942  (m)           22.78   (f) ADJ UNCH    2 2
 AG0280
 AG0280.Superseded values are not recommended for survey control.
 AG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0280.See file dsdata.txt to determine how the superseded data were derived.
 AG0280
 AG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL385760(NAD 83)
 AG0280_MARKER: DD = SURVEY DISK
 AG0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0280_SP_SET: INLET
 AG0280_STAMPING: 403
 AG0280
 AG0280  HISTORY     - Date     Condition        Report By
 AG0280  HISTORY     - UNK      MONUMENTED
 AG0280  HISTORY     - 1976     GOOD             NGS
 AG0280  HISTORY     - 1977     GOOD             FL-103
 AG0280  HISTORY     - 19980413 MARK NOT FOUND   USPSQD
 AG0280  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG0280
 AG0280                          STATION DESCRIPTION
 AG0280
 AG0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0280'IN ST PETERSBURG.
 AG0280'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0280'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 4.55
 AG0280'MILES TO THE INTERSECTION OF 30TH AVE. N.  STATION ON LEFT, S.E.
 AG0280'CORNER, 56.5 FT. EAST OF THE CENTERLINE OF 4TH ST., 31.2 FT. SOUTH OF
 AG0280'THE CENTERLINE OF 30TH AVE. N.  SET IN THE TOP OF A CONCRETE INLET.
 AG0280'SECTION 7, T 31, R 17.
 AG0280
 AG0280                          STATION RECOVERY (1977)
 AG0280
 AG0280'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0280'RECOVERED IN GOOD CONDITION.
 AG0280
 AG0280                          STATION RECOVERY (1998)
 AG0280
 AG0280'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0280'MARK NOT FOUND.
 AG0280
 AG0280                          STATION RECOVERY (2003)
 AG0280
 AG0280'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG0280'THIS CORNER HAS BEEN EXTENSIVELY MODIFIED AND THE CONCRETE INLET NO
 AG0280'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0281 ***********************************************************************
 AG0281  DESIGNATION -  404 FLHD
 AG0281  PID         -  AG0281
 AG0281  STATE/COUNTY-  FL/PINELLAS
 AG0281  USGS QUAD   -  SEMINOLE (1995)
 AG0281
 AG0281                         *CURRENT SURVEY CONTROL
 AG0281  ___________________________________________________________________
 AG0281* NAD 83(1986)-  27 50 25.     (N)    082 46 59.     (W)     SCALED    
 AG0281* NAVD 88     -         2.225  (meters)       7.30   (feet)  ADJUSTED  
 AG0281  ___________________________________________________________________
 AG0281  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0281  DYNAMIC HT  -           2.222 (meters)       7.29  (feet)  COMP
 AG0281  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AG0281
 AG0281  VERT ORDER  -  SECOND    CLASS II
 AG0281
 AG0281.The horizontal coordinates were scaled from a topographic map and have
 AG0281.an estimated accuracy of +/- 6 seconds.
 AG0281
 AG0281.The orthometric height was determined by differential leveling
 AG0281.and adjusted by the National Geodetic Survey in June 1991..
 AG0281
 AG0281.The geoid height was determined by GEOID03.
 AG0281
 AG0281.The dynamic height is computed by dividing the NAVD 88
 AG0281.geopotential number by the normal gravity value computed on the
 AG0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0281.degrees latitude (g = 980.6199 gals.).
 AG0281
 AG0281.The modeled gravity was interpolated from observed gravity values.
 AG0281
 AG0281;                    North         East    Units  Estimated Accuracy
 AG0281;SPC FL W     -   388,760.      122,870.      MT  (+/- 180 meters Scaled)
 AG0281
 AG0281                          SUPERSEDED SURVEY CONTROL
 AG0281
 AG0281  NGVD 29 (??/??/92)    2.490  (m)            8.17   (f) ADJ UNCH    2 2
 AG0281
 AG0281.Superseded values are not recommended for survey control.
 AG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0281.See file dsdata.txt to determine how the superseded data were derived.
 AG0281
 AG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL244807(NAD 83)
 AG0281_MARKER: DD = SURVEY DISK
 AG0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0281_SP_SET: SEAWALL
 AG0281_STAMPING: 404
 AG0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0281+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2001
 AG0281
 AG0281  HISTORY     - Date     Condition        Report By
 AG0281  HISTORY     - UNK      MONUMENTED       FLHD
 AG0281  HISTORY     - 1976     GOOD             NGS
 AG0281  HISTORY     - 1989     GOOD             USPSQD
 AG0281  HISTORY     - 20011228 GOOD             USPSQD
 AG0281
 AG0281                          STATION DESCRIPTION
 AG0281
 AG0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0281'IN SEMINOLE.
 AG0281'TO REACH THE STATION FROM THE INTERSECTION OF SR. S-694 (74TH AVE.,
 AG0281'PARK BLVD.) AND U.S. ALT. HWY. 19 (S.R. 595, SEMINOLE BLVD.).  RUN
 AG0281'EASTERLY ON S.R. S-694 FOR 0.25 MILES.  STATION ON LEFT, 95.9 FT.
 AG0281'NORTH OF THE CENTERLINE OF 74TH AVE. N., 9.6 FT. WEST OF THE N.W.
 AG0281'CORNER OF A SINGLE STORY CONCRETE BLOCK BUILDING (SANITARY SEWER PUMP
 AG0281'STATION), 42.9 FT. NORTH OF THE BACK OF SIDEWALK, 1.0 FT. SOUTH OF THE
 AG0281'N.W. CORNER OF CONCRETE SEAWALL.  SET IN THE TOP OF A 6 IN. CONCRETE
 AG0281'SEAWALL.  SECTION 27, T 30, R 15.
 AG0281
 AG0281                          STATION RECOVERY (1989)
 AG0281
 AG0281'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0281'RECOVERED IN GOOD CONDITION.
 AG0281
 AG0281                          STATION RECOVERY (2001)
 AG0281
 AG0281'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0282 ***********************************************************************
 AG0282  DESIGNATION -  405
 AG0282  PID         -  AG0282
 AG0282  STATE/COUNTY-  FL/PINELLAS
 AG0282  USGS QUAD   -  SEMINOLE (1995)
 AG0282
 AG0282                         *CURRENT SURVEY CONTROL
 AG0282  ___________________________________________________________________
 AG0282* NAD 83(1986)-  27 50 25.     (N)    082 46 41.     (W)     SCALED    
 AG0282* NAVD 88     -         2.216  (meters)       7.27   (feet)  ADJUSTED  
 AG0282  ___________________________________________________________________
 AG0282  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG0282  DYNAMIC HT  -           2.213 (meters)       7.26  (feet)  COMP
 AG0282  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AG0282
 AG0282  VERT ORDER  -  SECOND    CLASS I
 AG0282
 AG0282.The horizontal coordinates were scaled from a topographic map and have
 AG0282.an estimated accuracy of +/- 6 seconds.
 AG0282
 AG0282.The orthometric height was determined by differential leveling
 AG0282.and adjusted by the National Geodetic Survey in June 1991..
 AG0282
 AG0282.The geoid height was determined by GEOID03.
 AG0282
 AG0282.The dynamic height is computed by dividing the NAVD 88
 AG0282.geopotential number by the normal gravity value computed on the
 AG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0282.degrees latitude (g = 980.6199 gals.).
 AG0282
 AG0282.The modeled gravity was interpolated from observed gravity values.
 AG0282
 AG0282;                    North         East    Units  Estimated Accuracy
 AG0282;SPC FL W     -   388,750.      123,360.      MT  (+/- 180 meters Scaled)
 AG0282
 AG0282                          SUPERSEDED SURVEY CONTROL
 AG0282
 AG0282  NGVD 29 (??/??/92)    2.482  (m)            8.14   (f) ADJ UNCH    2 1
 AG0282
 AG0282.Superseded values are not recommended for survey control.
 AG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0282.See file dsdata.txt to determine how the superseded data were derived.
 AG0282
 AG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL249807(NAD 83)
 AG0282_MARKER: DD = SURVEY DISK
 AG0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0282_SP_SET: SEAWALL
 AG0282_STAMPING: 405
 AG0282_MARK LOGO: FL-103
 AG0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0282
 AG0282  HISTORY     - Date     Condition        Report By
 AG0282  HISTORY     - UNK      MONUMENTED       FL-103
 AG0282  HISTORY     - 1976     GOOD             NGS
 AG0282  HISTORY     - 1982     GOOD             FLDNR
 AG0282  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0282  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG0282
 AG0282                          STATION DESCRIPTION
 AG0282
 AG0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0282'IN SEMINOLE.
 AG0282'TO REACH THE STATION FROM THE INTERSECTION OF SR-S.694 (74TH AVE.,
 AG0282'PARK BLVD.) AND U.S. ALT. HWY. 19 (S.R. 595, SEMINOLE BLVD.).  RUN
 AG0282'EASTERLY ON S.R. S-694 FOR 0.40 MILES.  STATION ON LEFT, 102.1 FT.
 AG0282'NORTH OF THE CENTERLINE OF 74TH AVE. N.  SET IN THE TOP OF THE N.E.
 AG0282'CORNER OF A CONCRETE SEAWALL OF LAKE SEMINOLE SPILLWAY.  SECTION 27, T
 AG0282'30, R 15.
 AG0282
 AG0282                          STATION RECOVERY (1982)
 AG0282
 AG0282'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0282'RECOVERED IN GOOD CONDITION.
 AG0282
 AG0282                          STATION RECOVERY (1989)
 AG0282
 AG0282'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0282'MARK NOT FOUND.
 AG0282
 AG0282                          STATION RECOVERY (2001)
 AG0282
 AG0282'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0283 ***********************************************************************
 AG0283  DESIGNATION -  406
 AG0283  PID         -  AG0283
 AG0283  STATE/COUNTY-  FL/PINELLAS
 AG0283  USGS QUAD   -  SEMINOLE (1995)
 AG0283
 AG0283                         *CURRENT SURVEY CONTROL
 AG0283  ___________________________________________________________________
 AG0283* NAD 83(1986)-  27 50 25.     (N)    082 46 11.     (W)     SCALED    
 AG0283* NAVD 88     -         1.486  (meters)       4.88   (feet)  ADJUSTED  
 AG0283  ___________________________________________________________________
 AG0283  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG0283  DYNAMIC HT  -           1.484 (meters)       4.87  (feet)  COMP
 AG0283  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AG0283
 AG0283  VERT ORDER  -  SECOND    CLASS I
 AG0283
 AG0283.The horizontal coordinates were scaled from a topographic map and have
 AG0283.an estimated accuracy of +/- 6 seconds.
 AG0283
 AG0283.The orthometric height was determined by differential leveling
 AG0283.and adjusted by the National Geodetic Survey in June 1991..
 AG0283
 AG0283.The geoid height was determined by GEOID03.
 AG0283
 AG0283.The dynamic height is computed by dividing the NAVD 88
 AG0283.geopotential number by the normal gravity value computed on the
 AG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0283.degrees latitude (g = 980.6199 gals.).
 AG0283
 AG0283.The modeled gravity was interpolated from observed gravity values.
 AG0283
 AG0283;                    North         East    Units  Estimated Accuracy
 AG0283;SPC FL W     -   388,750.      124,180.      MT  (+/- 180 meters Scaled)
 AG0283
 AG0283                          SUPERSEDED SURVEY CONTROL
 AG0283
 AG0283  NGVD 29 (??/??/92)    1.752  (m)            5.75   (f) ADJ UNCH    2 1
 AG0283
 AG0283.Superseded values are not recommended for survey control.
 AG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0283.See file dsdata.txt to determine how the superseded data were derived.
 AG0283
 AG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL257807(NAD 83)
 AG0283_MARKER: DD = SURVEY DISK
 AG0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0283_SP_SET: CULVERT
 AG0283_STAMPING: 406
 AG0283_MARK LOGO: FL-103
 AG0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0283
 AG0283  HISTORY     - Date     Condition        Report By
 AG0283  HISTORY     - UNK      MONUMENTED       FL-103
 AG0283  HISTORY     - 1976     GOOD             NGS
 AG0283  HISTORY     - 1982     GOOD             FLDNR
 AG0283  HISTORY     - 1989     GOOD             USPSQD
 AG0283
 AG0283                          STATION DESCRIPTION
 AG0283
 AG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0283'IN SEMINOLE.
 AG0283'TO REACH THE STATION FROM THE INTERSECTION OF SR-S694 (74TH AVE., PARK
 AG0283'BLVD.) AND U.S. ALT. HWY. 19 (S.R. 595, SEMINOLE BLVD.).  RUN EASTERLY
 AG0283'ON SR-S694 FOR 0.95 MILES.  STATION ON LEFT, 72.6 FT. NORTH OF THE
 AG0283'CENTERLINE OF 74TH AVE. N.  SET IN THE TOP OF THE N.W. CORNER OF BOX
 AG0283'CULVERT OF THE BY-PASS CANAL OUTFALL.  SECTION 26, T 30, R 15.
 AG0283
 AG0283                          STATION RECOVERY (1982)
 AG0283
 AG0283'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0283'RECOVERED IN GOOD CONDITION.
 AG0283
 AG0283                          STATION RECOVERY (1989)
 AG0283
 AG0283'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0284 ***********************************************************************
 AG0284  DESIGNATION -  407
 AG0284  PID         -  AG0284
 AG0284  STATE/COUNTY-  FL/PINELLAS
 AG0284  USGS QUAD   -  SEMINOLE (1995)
 AG0284
 AG0284                         *CURRENT SURVEY CONTROL
 AG0284  ___________________________________________________________________
 AG0284* NAD 83(1986)-  27 50 25.     (N)    082 45 05.     (W)     SCALED    
 AG0284* NAVD 88     -         3.815  (meters)      12.52   (feet)  ADJUSTED  
 AG0284  ___________________________________________________________________
 AG0284  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG0284  DYNAMIC HT  -           3.810 (meters)      12.50  (feet)  COMP
 AG0284  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AG0284
 AG0284  VERT ORDER  -  SECOND    CLASS II
 AG0284
 AG0284.The horizontal coordinates were scaled from a topographic map and have
 AG0284.an estimated accuracy of +/- 6 seconds.
 AG0284
 AG0284.The orthometric height was determined by differential leveling
 AG0284.and adjusted by the National Geodetic Survey in June 1991..
 AG0284
 AG0284.The geoid height was determined by GEOID03.
 AG0284
 AG0284.The dynamic height is computed by dividing the NAVD 88
 AG0284.geopotential number by the normal gravity value computed on the
 AG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0284.degrees latitude (g = 980.6199 gals.).
 AG0284
 AG0284.The modeled gravity was interpolated from observed gravity values.
 AG0284
 AG0284;                    North         East    Units  Estimated Accuracy
 AG0284;SPC FL W     -   388,740.      125,990.      MT  (+/- 180 meters Scaled)
 AG0284
 AG0284                          SUPERSEDED SURVEY CONTROL
 AG0284
 AG0284  NGVD 29 (??/??/92)    4.080  (m)           13.39   (f) ADJ UNCH    2 2
 AG0284
 AG0284.Superseded values are not recommended for survey control.
 AG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0284.See file dsdata.txt to determine how the superseded data were derived.
 AG0284
 AG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL275807(NAD 83)
 AG0284_MARKER: DD = SURVEY DISK
 AG0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0284_SP_SET: BRIDGE HANDRAIL
 AG0284_STAMPING: 407
 AG0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0284
 AG0284  HISTORY     - Date     Condition        Report By
 AG0284  HISTORY     - UNK      MONUMENTED       FL-103
 AG0284  HISTORY     - 1976     GOOD             NGS
 AG0284  HISTORY     - 1989     GOOD             USPSQD
 AG0284
 AG0284                          STATION DESCRIPTION
 AG0284
 AG0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0284'IN SEMINOLE.
 AG0284'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0284'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0284'FOR 0.60 MILES.  STATION ON RIGHT, SET IN THE S.W. CORNER OF CONCRETE
 AG0284'HANDRAIL OF CROSS BAYOU CANAL BRIDGE.  SECTION 25, T 30, R 15.
 AG0284
 AG0284                          STATION RECOVERY (1989)
 AG0284
 AG0284'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0285 ***********************************************************************
 AG0285  DESIGNATION -  408
 AG0285  PID         -  AG0285
 AG0285  STATE/COUNTY-  FL/PINELLAS
 AG0285  USGS QUAD   -  SEMINOLE (1995)
 AG0285
 AG0285                         *CURRENT SURVEY CONTROL
 AG0285  ___________________________________________________________________
 AG0285* NAD 83(1986)-  27 50 25.     (N)    082 45 05.     (W)     SCALED    
 AG0285* NAVD 88     -         3.808  (meters)      12.49   (feet)  ADJUSTED  
 AG0285  ___________________________________________________________________
 AG0285  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG0285  DYNAMIC HT  -           3.803 (meters)      12.48  (feet)  COMP
 AG0285  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AG0285
 AG0285  VERT ORDER  -  SECOND    CLASS II
 AG0285
 AG0285.The horizontal coordinates were scaled from a topographic map and have
 AG0285.an estimated accuracy of +/- 6 seconds.
 AG0285
 AG0285.The orthometric height was determined by differential leveling
 AG0285.and adjusted by the National Geodetic Survey in June 1991..
 AG0285
 AG0285.The geoid height was determined by GEOID03.
 AG0285
 AG0285.The dynamic height is computed by dividing the NAVD 88
 AG0285.geopotential number by the normal gravity value computed on the
 AG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0285.degrees latitude (g = 980.6199 gals.).
 AG0285
 AG0285.The modeled gravity was interpolated from observed gravity values.
 AG0285
 AG0285;                    North         East    Units  Estimated Accuracy
 AG0285;SPC FL W     -   388,740.      125,990.      MT  (+/- 180 meters Scaled)
 AG0285
 AG0285                          SUPERSEDED SURVEY CONTROL
 AG0285
 AG0285  NGVD 29 (??/??/92)    4.073  (m)           13.36   (f) ADJ UNCH    2 2
 AG0285
 AG0285.Superseded values are not recommended for survey control.
 AG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0285.See file dsdata.txt to determine how the superseded data were derived.
 AG0285
 AG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL275807(NAD 83)
 AG0285_MARKER: DD = SURVEY DISK
 AG0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0285_SP_SET: BRIDGE HANDRAIL
 AG0285_STAMPING: 408
 AG0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0285
 AG0285  HISTORY     - Date     Condition        Report By
 AG0285  HISTORY     - UNK      MONUMENTED       FL-103
 AG0285  HISTORY     - 1976     GOOD             NGS
 AG0285  HISTORY     - 1989     GOOD             USPSQD
 AG0285
 AG0285                          STATION DESCRIPTION
 AG0285
 AG0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0285'IN SEMINOLE.
 AG0285'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0285'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0285'FOR 0.65 MILES.  STATION ON LEFT, SET IN THE N.E. CORNER OF THE
 AG0285'CONCRETE HANDRAIL OF CROSS BAYOU CANAL BRIDGE.  SECTION 25, T 30, R
 AG0285'15.
 AG0285
 AG0285                          STATION RECOVERY (1989)
 AG0285
 AG0285'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0286 ***********************************************************************
 AG0286  DESIGNATION -  409
 AG0286  PID         -  AG0286
 AG0286  STATE/COUNTY-  FL/PINELLAS
 AG0286  USGS QUAD   -  ST PETERSBURG (1987)
 AG0286
 AG0286                         *CURRENT SURVEY CONTROL
 AG0286  ___________________________________________________________________
 AG0286* NAD 83(1986)-  27 50 19.     (N)    082 43 59.     (W)     SCALED    
 AG0286* NAVD 88     -         2.611  (meters)       8.57   (feet)  ADJUSTED  
 AG0286  ___________________________________________________________________
 AG0286  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0286  DYNAMIC HT  -           2.607 (meters)       8.55  (feet)  COMP
 AG0286  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG0286
 AG0286  VERT ORDER  -  SECOND    CLASS II
 AG0286
 AG0286.The horizontal coordinates were scaled from a topographic map and have
 AG0286.an estimated accuracy of +/- 6 seconds.
 AG0286
 AG0286.The orthometric height was determined by differential leveling
 AG0286.and adjusted by the National Geodetic Survey in June 1991..
 AG0286
 AG0286.The geoid height was determined by GEOID03.
 AG0286
 AG0286.The dynamic height is computed by dividing the NAVD 88
 AG0286.geopotential number by the normal gravity value computed on the
 AG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0286.degrees latitude (g = 980.6199 gals.).
 AG0286
 AG0286.The modeled gravity was interpolated from observed gravity values.
 AG0286
 AG0286;                    North         East    Units  Estimated Accuracy
 AG0286;SPC FL W     -   388,540.      127,790.      MT  (+/- 180 meters Scaled)
 AG0286
 AG0286                          SUPERSEDED SURVEY CONTROL
 AG0286
 AG0286  NGVD 29 (??/??/92)    2.876  (m)            9.44   (f) ADJ UNCH    2 2
 AG0286
 AG0286.Superseded values are not recommended for survey control.
 AG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0286.See file dsdata.txt to determine how the superseded data were derived.
 AG0286
 AG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL293805(NAD 83)
 AG0286_MARKER: DD = SURVEY DISK
 AG0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0286_SP_SET: CULVERT
 AG0286_STAMPING: 409
 AG0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0286
 AG0286  HISTORY     - Date     Condition        Report By
 AG0286  HISTORY     - UNK      MONUMENTED       FL-103
 AG0286  HISTORY     - 1976     GOOD             NGS
 AG0286
 AG0286                          STATION DESCRIPTION
 AG0286
 AG0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0286'IN SEMINOLE.
 AG0286'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0286'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0286'FOR 1.75 MILES.  STATION ON RIGHT, 63.7 FT. SOUTH OF THE CENTERLINE OF
 AG0286'74TH AVE. N., 15.4 FT. WEST OF THE EAST END OF A BOX CULVERT. SET IN
 AG0286'THE TOP OF THE BOX CULVERT.  SECTION 30, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7518 ***********************************************************************
 AE7518  SACS        -  This is a Secondary Airport Control Station.
 AE7518  DESIGNATION -  40J A
 AE7518  PID         -  AE7518
 AE7518  STATE/COUNTY-  FL/TAYLOR
 AE7518  USGS QUAD   -  PERRY (1993)
 AE7518
 AE7518                         *CURRENT SURVEY CONTROL
 AE7518  ___________________________________________________________________
 AE7518* NAD 83(1999)-  30 04 34.76750(N)    083 34 30.93688(W)     ADJUSTED  
 AE7518* NAVD 88     -        12.64   (meters)      41.5    (feet)  GPS OBS   
 AE7518  ___________________________________________________________________
 AE7518  X           -     618,125.596 (meters)                     COMP
 AE7518  Y           -  -5,489,315.837 (meters)                     COMP
 AE7518  Z           -   3,177,690.598 (meters)                     COMP
 AE7518  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AE7518  ELLIP HEIGHT-         -15.11  (meters)          (01/16/02) GPS OBS
 AE7518  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AE7518
 AE7518  HORZ ORDER  -  FIRST
 AE7518  ELLP ORDER  -  FOURTH    CLASS II
 AE7518
 AE7518.This mark is at Perry-Foley Airport (40J)
 AE7518
 AE7518.The horizontal coordinates were established by GPS observations
 AE7518.and adjusted by the National Geodetic Survey in January 2002..
 AE7518
 AE7518.The orthometric height was determined by GPS observations and a
 AE7518.high-resolution geoid model.
 AE7518
 AE7518.GPS derived orthometric heights for airport stations designated as
 AE7518.PACS or SACS are published to 2 decimal places.  This maintains
 AE7518.centimeter relative accuracy between the PACS and SACS.  It does
 AE7518.not indicate centimeter accuracy relative to other marks which are
 AE7518.part of the NAVD 88 network.
 AE7518
 AE7518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7518
 AE7518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7518
 AE7518.The ellipsoidal height was determined by GPS observations
 AE7518.and is referenced to NAD 83.
 AE7518
 AE7518.The geoid height was determined by GEOID03.
 AE7518
 AE7518;                    North         East     Units Scale Factor Converg.
 AE7518;SPC FL N     -   119,669.118   689,150.880   MT  0.99994969   +0 27 52.9
 AE7518;SPC FL N     -   392,614.43  2,260,989.18   sFT  0.99994969   +0 27 52.9
 AE7518;UTM  17      - 3,330,039.653   251,770.494   MT  1.00036028   -1 17 28.5
 AE7518
 AE7518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7518!SPC FL N     -   1.00000237  x   0.99994969  =   0.99995206
 AE7518!UTM  17      -   1.00000237  x   1.00036028  =   1.00036265
 AE7518
 AE7518:                Primary Azimuth Mark                     Grid Az
 AE7518:SPC FL N     -  PERRYPORT                                231 33 05.9
 AE7518:UTM  17      -  PERRYPORT                                233 18 27.3
 AE7518
 AE7518|---------------------------------------------------------------------|
 AE7518| PID    Reference Object                     Distance      Geod. Az  |
 AE7518|                                                           dddmmss.s |
 AE7518| BD2713 PERRYPORT                           437.719 METERS 2320058.8 |
 AE7518|---------------------------------------------------------------------|
 AE7518
 AE7518                          SUPERSEDED SURVEY CONTROL
 AE7518
 AE7518  NAD 83(1990)-  30 04 34.76706(N)    083 34 30.93657(W) AD(       ) 1
 AE7518  ELLIP H (03/12/98)  -15.02   (m)                       GP(       ) 4 2
 AE7518
 AE7518.Superseded values are not recommended for survey control.
 AE7518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7518.See file dsdata.txt to determine how the superseded data were derived.
 AE7518
 AE7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP5177030040(NAD 83)
 AE7518_MARKER: DD = SURVEY DISK
 AE7518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE7518_STAMPING: 40J A 1995
 AE7518_MARK LOGO: NGS   
 AE7518_PROJECTION: FLUSH
 AE7518_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7518+STABILITY: SURFACE MOTION
 AE7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7518+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE7518_ROD/PIPE-DEPTH: 1    meters
 AE7518
 AE7518  HISTORY     - Date     Condition        Report By
 AE7518  HISTORY     - 1995     MONUMENTED       NGS
 AE7518
 AE7518                          STATION DESCRIPTION
 AE7518
 AE7518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE7518'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTH OF PERRY, AT THE
 AE7518'PERRY-FOLEY AIRPORT, SOUTH OF THE APRON.  OWNERSHIP--TAYLOR COUNTY,
 AE7518'BOARD OF COUNTY COMMISIONERS, COURTHOUSE, PERRY, FL 32347.  COUNTY
 AE7518'COORDINATOR IS MICHEAL MATTHEWS, PHONE 904-838-3500.  FIRE CHIEF AT
 AE7518'AIRPORT IS MARTY TOMPKINS, PHONE 904-838-3522.  TO REACH THE STATION
 AE7518'FROM THE INTERSECTION OF U.S.  HIGHWAYS 27 AND 98 (HAMPTON SPRINGS
 AE7518'AVENUE) AND U.S.  HIGHWAY 19 AND ALTERNATE 27 (BYRON BUTLER PARKWAY)
 AE7518'IN PERRY, GO SOUTH AND SOUTHEAST ON U.S.  HIGHWAY 19, 98, AND
 AE7518'ALTERNATE 27 FOR 2.75 MI (4.43 KM) TO AN AIRPORT SIGN AND PAVED ROAD
 AE7518'RIGHT, JUST PAST THE FLORIDA NATIONAL GUARD ARMORY.  TURN RIGHT AND GO
 AE7518'WESTERLY ON PAVED ROAD FOR 0.55 MI (0.89 KM) TO A PAVED ROAD LEFT
 AE7518'LEADING TO TAYLOR COUNTY FIRE RESCUE.  TURN LEFT AND GO SOUTH ON PAVED
 AE7518'ROAD FOR 0.1 MI (0.2 KM) TO A GATE.  PASS THROUGH GATE AND GO SOUTH
 AE7518'ACROSS APRON AND TAXIWAY FOR 0.05 MI (0.08 KM) TO THE GRASS AND THE
 AE7518'STATION ON THE LEFT IN LINE WITH THE WEST SIDE OF THE TAYLOR COUNTY
 AE7518'FIRE RESCUE BUILDING.  THE STATION IS A 1 M (3.3 FT) FENO MARK WITH
 AE7518'LOGO CAP.  IT IS 196.5 FT (59.9 M) EAST-SOUTHEAST OF THE APPROXIMATE
 AE7518'CENTER OF THE NORTHEAST-SOUTHWEST TAXIWAY, 170.0 FT (51.8 M) SOUTH OF
 AE7518'THE APPROXIMATE CENTER OF THE EAST-WEST TAXIWAY, AND 1.4 FT (0.4 M)
 AE7518'NORTH OF A WITNESS POST.  THE STATION IS DESIGNATED AS A SECONDARY
 AE7518'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4653 ***********************************************************************
 BG4653  DESIGNATION -  41
 BG4653  PID         -  BG4653
 BG4653  STATE/COUNTY-  FL/ESCAMBIA
 BG4653  USGS QUAD   -  PENSACOLA (1994)
 BG4653
 BG4653                         *CURRENT SURVEY CONTROL
 BG4653  ___________________________________________________________________
 BG4653* NAD 83(1990)-  30 24 04.42026(N)    087 12 39.39592(W)     ADJUSTED  
 BG4653* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 BG4653  ___________________________________________________________________
 BG4653  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BG4653  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG4653
 BG4653  HORZ ORDER  -  THIRD
 BG4653
 BG4653.The horizontal coordinates were established by classical geodetic methods
 BG4653.and adjusted by the National Geodetic Survey in December 1992..
 BG4653
 BG4653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4653
 BG4653.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4653
 BG4653.The geoid height was determined by GEOID03.
 BG4653
 BG4653;                    North         East     Units Scale Factor Converg.
 BG4653;SPC FL N     -   158,420.252   339,525.599   MT  0.99995674   -1 21 44.3
 BG4653;SPC FL N     -   519,750.44  1,113,926.90   sFT  0.99995674   -1 21 44.3
 BG4653;UTM  16      - 3,363,264.884   479,737.323   MT  0.99960506   -0 06 24.3
 BG4653
 BG4653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4653!SPC FL N     -   1.00000373  x   0.99995674  =   0.99996047
 BG4653!UTM  16      -   1.00000373  x   0.99960506  =   0.99960879
 BG4653
 BG4653                          SUPERSEDED SURVEY CONTROL
 BG4653
 BG4653  NAD 83(1990)-  30 24 04.43093(N)    087 12 39.39989(W) AD(       ) 3
 BG4653  NAD 83(1986)-  30 24 04.44066(N)    087 12 39.40007(W) AD(       ) 3
 BG4653  NGVD 29 (11/30/89)    3.7    (m)           12.     (f) VERT ANG       
 BG4653
 BG4653.Superseded values are not recommended for survey control.
 BG4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4653.See file dsdata.txt to determine how the superseded data were derived.
 BG4653
 BG4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7973763265(NAD 83)
 BG4653_MARKER: DD = SURVEY DISK
 BG4653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG4653_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4653+STABILITY: SURFACE MOTION
 BG4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4653+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 BG4653
 BG4653  HISTORY     - Date     Condition        Report By
 BG4653  HISTORY     - 1983     MONUMENTED       NOS
 BG4653  HISTORY     - 19961111 GOOD             USPSQD
 BG4653  HISTORY     - 20060313 GOOD             USPSQD
 BG4653
 BG4653                          STATION DESCRIPTION
 BG4653
 BG4653'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (RHH)
 BG4653'THE STATION IS LOCATED IN PENSACOLA AT THE PORT AUTHORITY
 BG4653'TERMINAL ON THE SOUTHWEST CORNER OF THE DOCK.
 BG4653'
 BG4653'TO REACH THE STATION FROM THE NORTH END OF THE THREE MILE BRIDGE
 BG4653'IN PENSACOLA, GO NORTH AND WEST ON US 98 FOR 1.8 KM (1.1
 BG4653'MILES) TO THE PORT AUTHORITY ROAD ON THE LEFT.  TURN LEFT AND GO
 BG4653'1.8 KM (1.1 MILES) TO THE PORT AUTHORITY PROPERTY AND THE STATION
 BG4653'AT THE SOUTHWEST CORNER OF THE LOADING DOCK.
 BG4653'
 BG4653'THE STATION IS A STANDARD USE BENCH MARK DISK STAMPED---41 COE---,
 BG4653'SET INTO THE CORNER OF THE DOCK.
 BG4653'
 BG4653'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
 BG4653
 BG4653                          STATION RECOVERY (1996)
 BG4653
 BG4653'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4653'RECOVERED IN GOOD CONDITION.
 BG4653
 BG4653                          STATION RECOVERY (2006)
 BG4653
 BG4653'RECOVERY NOTE BY US POWER SQUADRON 2006 (SHC)
 BG4653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1649 ***********************************************************************
 AR1649  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1649  DESIGNATION -  41 ATA
 AR1649  PID         -  AR1649
 AR1649  STATE/COUNTY-  FL/DIXIE
 AR1649  USGS QUAD   -  SHIRED ISLAND (1993)
 AR1649
 AR1649                         *CURRENT SURVEY CONTROL
 AR1649  ___________________________________________________________________
 AR1649* NAD 83(1986)-  29 23 53.     (N)    083 12 31.     (W)     SCALED    
 AR1649* NAVD 88     -         3.128  (meters)      10.26   (feet)  ADJUSTED  
 AR1649  ___________________________________________________________________
 AR1649  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AR1649  DYNAMIC HT  -           3.124 (meters)      10.25  (feet)  COMP
 AR1649  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AR1649
 AR1649  VERT ORDER  -  SECOND    CLASS I
 AR1649
 AR1649.The horizontal coordinates were scaled from a topographic map and have
 AR1649.an estimated accuracy of +/- 6 seconds.
 AR1649
 AR1649.The orthometric height was determined by differential leveling
 AR1649.and adjusted by the National Geodetic Survey in June 1991..
 AR1649
 AR1649.This Tidal Bench Mark is designated as VM 8218
 AR1649.by the Center for Operational Oceanographic Products and Services.
 AR1649
 AR1649.The geoid height was determined by GEOID03.
 AR1649
 AR1649.The dynamic height is computed by dividing the NAVD 88
 AR1649.geopotential number by the normal gravity value computed on the
 AR1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1649.degrees latitude (g = 980.6199 gals.).
 AR1649
 AR1649.The modeled gravity was interpolated from observed gravity values.
 AR1649
 AR1649;                    North         East    Units  Estimated Accuracy
 AR1649;SPC FL N     -    44,830.      725,350.      MT  (+/- 180 meters Scaled)
 AR1649
 AR1649                          SUPERSEDED SURVEY CONTROL
 AR1649
 AR1649.No superseded survey control is available for this station.
 AR1649
 AR1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN856541(NAD 83)
 AR1649_MARKER: DB = BENCH MARK DISK
 AR1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1649_SP_SET: CONCRETE POST
 AR1649_STAMPING: 41 ATA 11 1951 TT
 AR1649_MARK LOGO: USGS  
 AR1649_PROJECTION: PROJECTING 13 CENTIMETERS
 AR1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1649+STABILITY: SURFACE MOTION
 AR1649
 AR1649  HISTORY     - Date     Condition        Report By
 AR1649  HISTORY     - 1951     MONUMENTED       USGS
 AR1649  HISTORY     - 1985     GOOD             FLDNR
 AR1649  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1649  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 AR1649
 AR1649                          STATION DESCRIPTION
 AR1649
 AR1649'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1649'11.5 MI SW FROM CROSS CITY.
 AR1649'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1649'8.15 MILES SOUTHWEST ON C-351 TO THE JUNCTION OF SHIRED ISLAND ROAD,
 AR1649'GO 11.0 MILES SOUTH ON SHIRED ISLAND ROAD TO THE JUNCTION OF A PAVED
 AR1649'ROAD LEADING WEST, GO 0.2 MILE WEST ON THIS PAVED ROAD TO A DIRT
 AR1649'PARKING AREA AND A DIRT ROAD CONTINUING WEST TO AN ARCHEOLOGICAL
 AR1649'SITE.  THE MARK IS AT THE ARCHEOLOGICAL SITE, 0.3 MILE WEST OF THE
 AR1649'PARKING AREA, 20 FEET NORTH OF THE SHORELINE, 33 FEET SOUTH OF THE
 AR1649'CENTERLINE OF THE TRACK ROAD, 22 FEET EAST OF A TWIN-TRUNK OAK TREE,
 AR1649'10.8 FEET SOUTHEAST OF A LARGE CEDAR TREE, AND 1 FOOT EAST OF A
 AR1649'WITNESS POST.
 AR1649
 AR1649                          STATION RECOVERY (1994)
 AR1649
 AR1649'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1649'MARK NOT FOUND.
 AR1649
 AR1649                          STATION RECOVERY (1998)
 AR1649
 AR1649'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF5188 ***********************************************************************
 DF5188  DESIGNATION -  41 CMP
 DF5188  PID         -  DF5188
 DF5188  STATE/COUNTY-  FL/MARION
 DF5188  USGS QUAD   -  LAKE WEIR (1993)
 DF5188
 DF5188                         *CURRENT SURVEY CONTROL
 DF5188  ___________________________________________________________________
 DF5188* NAD 83(1986)-  29 04 27.     (N)    081 58 31.     (W)     SCALED    
 DF5188* NAVD 88     -        33.739  (meters)     110.69   (feet)  ADJUSTED  
 DF5188  ___________________________________________________________________
 DF5188  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DF5188  DYNAMIC HT  -          33.691 (meters)     110.53  (feet)  COMP
 DF5188  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 DF5188
 DF5188  VERT ORDER  -  SECOND    CLASS I
 DF5188
 DF5188.The horizontal coordinates were scaled from a topographic map and have
 DF5188.an estimated accuracy of +/- 6 seconds.
 DF5188
 DF5188.The orthometric height was determined by differential leveling
 DF5188.and adjusted by the National Geodetic Survey in May 2004..
 DF5188
 DF5188.The geoid height was determined by GEOID03.
 DF5188
 DF5188.The dynamic height is computed by dividing the NAVD 88
 DF5188.geopotential number by the normal gravity value computed on the
 DF5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5188.degrees latitude (g = 980.6199 gals.).
 DF5188
 DF5188.The modeled gravity was interpolated from observed gravity values.
 DF5188
 DF5188;                    North         East    Units  Estimated Accuracy
 DF5188;SPC FL W     -   525,250.      202,410.      MT  (+/- 180 meters Scaled)
 DF5188
 DF5188                          SUPERSEDED SURVEY CONTROL
 DF5188
 DF5188.No superseded survey control is available for this station.
 DF5188
 DF5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN050165(NAD 83)
 DF5188_MARKER: DD = SURVEY DISK
 DF5188_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5188_STAMPING: 41 CMP 1965 112 FT.
 DF5188_MARK LOGO: DOD   
 DF5188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5188+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DF5188
 DF5188  HISTORY     - Date     Condition        Report By
 DF5188  HISTORY     - 1965     MONUMENTED       DOD
 DF5188  HISTORY     - 20010328 GOOD             FLDEP
 DF5188  HISTORY     - 20040914 GOOD             USPSQD
 DF5188  HISTORY     - 20060405 GOOD             USPSQD
 DF5188
 DF5188                          STATION DESCRIPTION
 DF5188
 DF5188'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF5188'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTHEAST OF OCALA, 0.2 MI (0.3
 DF5188'KM) NORTHWEST OF CANDLER, IN SECTION 26, TOWNSHIP 16 SOUTH, RANGE 23
 DF5188'EAST. TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 464C (135TH
 DF5188'STREET) AND COUNTY ROAD 25 (EAST HIGHWAY 25) IN OKLAWAHA, GO
 DF5188'WEST-SOUTHWEST ON COUNTY ROAD 25 (EAST HIGHWAY 25) FOR 3.05 MI (4.91
 DF5188'KM) TO THE T-JUNCTION OF SOUTHEAST 108TH TER ROAD ON THE RIGHT, TURN
 DF5188'RIGHT ON SOUTHEAST 108TH TER ROAD AND GO NORTH-NORTHEAST FOR 2.0 MI
 DF5188'(3.2 KM) TO THE INTERSECTION OF STATE ROAD 464 (MARICAMP ROAD), TURN
 DF5188'LEFT ON STATE ROAD 464 (MARICAMP ROAD) AND GO NORTHWEST FOR 0.2 MI
 DF5188'(0.3 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 0.6 FT (18.3
 DF5188'CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE POST PROJECTING 0.6 FT
 DF5188'(18.3 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE
 DF5188'ROAD 464. LOCATED 71.0 FT (21.6 M) NORTHWEST OF THE APPROXIMATE CENTER
 DF5188'OF A DRIVEWAY, 52.9 FT (16.1 M) SOUTHWEST OF POWER POLE NUMBER 469902,
 DF5188'46.7 FT (14.2 M) NORTHEAST OF THE CENTERLINE OF STATE ROAD 464, 4.7 FT
 DF5188'(1.4 M) SOUTHEAST OF POWER POLE NUMBER 4028122 (120778082308) AND 0.6
 DF5188'FT (18.3 CM) SOUTHWEST OF A METAL WITNESS POST.
 DF5188
 DF5188                          STATION RECOVERY (2004)
 DF5188
 DF5188'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJM)
 DF5188'RECOVERED IN GOOD CONDITION.
 DF5188
 DF5188                          STATION RECOVERY (2006)
 DF5188
 DF5188'RECOVERY NOTE BY US POWER SQUADRON 2006 (JJM)
 DF5188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6213 ***********************************************************************
 AE6213  DESIGNATION -  41 RDS
 AE6213  PID         -  AE6213
 AE6213  STATE/COUNTY-  FL/BREVARD
 AE6213  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6213
 AE6213                         *CURRENT SURVEY CONTROL
 AE6213  ___________________________________________________________________
 AE6213* NAD 83(1986)-  27 51 30.     (N)    080 49 10.     (W)     SCALED    
 AE6213* NAVD 88     -         6.880  (meters)      22.57   (feet)  ADJUSTED  
 AE6213  ___________________________________________________________________
 AE6213  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AE6213  DYNAMIC HT  -           6.870 (meters)      22.54  (feet)  COMP
 AE6213  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 AE6213
 AE6213  VERT ORDER  -  SECOND    CLASS I
 AE6213
 AE6213.The horizontal coordinates were scaled from a topographic map and have
 AE6213.an estimated accuracy of +/- 6 seconds.
 AE6213
 AE6213.The orthometric height was determined by differential leveling
 AE6213.and adjusted by the National Geodetic Survey in February 1998..
 AE6213
 AE6213.The geoid height was determined by GEOID03.
 AE6213
 AE6213.The dynamic height is computed by dividing the NAVD 88
 AE6213.geopotential number by the normal gravity value computed on the
 AE6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6213.degrees latitude (g = 980.6199 gals.).
 AE6213
 AE6213.The modeled gravity was interpolated from observed gravity values.
 AE6213
 AE6213;                    North         East    Units  Estimated Accuracy
 AE6213;SPC FL E     -   390,520.      217,780.      MT  (+/- 180 meters Scaled)
 AE6213
 AE6213                          SUPERSEDED SURVEY CONTROL
 AE6213
 AE6213.No superseded survey control is available for this station.
 AE6213
 AE6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL177815(NAD 83)
 AE6213_MARKER: DB = BENCH MARK DISK
 AE6213_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE6213_STAMPING: 41 RDS 1953
 AE6213_MARK LOGO: USGS  
 AE6213_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6213+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 AE6213
 AE6213  HISTORY     - Date     Condition        Report By
 AE6213  HISTORY     - 1953     MONUMENTED       USGS
 AE6213  HISTORY     - 19950914 GOOD             FLDEP
 AE6213
 AE6213                          STATION DESCRIPTION
 AE6213
 AE6213'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6213'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF KENANSVILLE IN
 AE6213'SECTION 22, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6213'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6213'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6213'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6213'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6213'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6213'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6213'ON THE LEFT, BEAR LEFT ON SIX MILE ROAD AND GO EAST-NORTHEAST FOR 3.6
 AE6213'MI (5.8 KM) TO THE ENTRANCE TO THE FAR REACH RANCH, PASS THROUGH THE
 AE6213'GATE AND CONTINUE EAST FOR 3.2 MI (5.1 KM) TO THE MARK ON THE LEFT,
 AE6213'SET IN THE TOP OF A PREFABRICATED 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM)
 AE6213'SQUARE CONCRETE POST, PROJECTING 0.2 FT (6.1 CM) ABOVE THE LEVEL OF
 AE6213'THE GROUND. LOCATED 88.0 FT (26.8 M) NORTH OF AND ACROSS THE ROAD FROM
 AE6213'A BARBWIRE FENCE, 59.6 FT (18.2 M) NORTH OF THE APPROXIMATE CENTERLINE
 AE6213'OF THE ROAD, 15.3 SOUTHWEST OF A 18-INCH PINE TREE AND 1.0 FT (0.3 M)
 AE6213'NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0264 ***********************************************************************
 AG0264  DESIGNATION -  410
 AG0264  PID         -  AG0264
 AG0264  STATE/COUNTY-  FL/PINELLAS
 AG0264  USGS QUAD   -  ST PETERSBURG (1987)
 AG0264
 AG0264                         *CURRENT SURVEY CONTROL
 AG0264  ___________________________________________________________________
 AG0264* NAD 83(1986)-  27 50 19.     (N)    082 43 59.     (W)     SCALED    
 AG0264* NAVD 88     -         2.659  (meters)       8.72   (feet)  ADJUSTED  
 AG0264  ___________________________________________________________________
 AG0264  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0264  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 AG0264  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG0264
 AG0264  VERT ORDER  -  SECOND    CLASS II
 AG0264
 AG0264.The horizontal coordinates were scaled from a topographic map and have
 AG0264.an estimated accuracy of +/- 6 seconds.
 AG0264
 AG0264.The orthometric height was determined by differential leveling
 AG0264.and adjusted by the National Geodetic Survey in June 1991..
 AG0264
 AG0264.The geoid height was determined by GEOID03.
 AG0264
 AG0264.The dynamic height is computed by dividing the NAVD 88
 AG0264.geopotential number by the normal gravity value computed on the
 AG0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0264.degrees latitude (g = 980.6199 gals.).
 AG0264
 AG0264.The modeled gravity was interpolated from observed gravity values.
 AG0264
 AG0264;                    North         East    Units  Estimated Accuracy
 AG0264;SPC FL W     -   388,540.      127,790.      MT  (+/- 180 meters Scaled)
 AG0264
 AG0264                          SUPERSEDED SURVEY CONTROL
 AG0264
 AG0264  NGVD 29 (??/??/92)    2.924  (m)            9.59   (f) ADJ UNCH    2 2
 AG0264
 AG0264.Superseded values are not recommended for survey control.
 AG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0264.See file dsdata.txt to determine how the superseded data were derived.
 AG0264
 AG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL293805(NAD 83)
 AG0264_MARKER: DD = SURVEY DISK
 AG0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0264_SP_SET: CULVERT
 AG0264_STAMPING: 410
 AG0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0264
 AG0264  HISTORY     - Date     Condition        Report By
 AG0264  HISTORY     - UNK      MONUMENTED       FL-103
 AG0264  HISTORY     - 1976     GOOD             NGS
 AG0264
 AG0264                          STATION DESCRIPTION
 AG0264
 AG0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0264'IN SEMINOLE.
 AG0264'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0264'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0264'FOR 1.75 MILES.  STATION ON LEFT, 61.8 FT. NORTH OF THE CENTERLINE OF
 AG0264'74TH AVE. N., 15.3 FT. EAST OF THE WEST END OF A BOX CULVERT. SET IN
 AG0264'THE TOP OF THE BOX CULVERT.  SECTION 30, T 30, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0255 ***********************************************************************
 AG0255  DESIGNATION -  411 FLHD
 AG0255  PID         -  AG0255
 AG0255  STATE/COUNTY-  FL/PINELLAS
 AG0255  USGS QUAD   -  ST PETERSBURG (1987)
 AG0255
 AG0255                         *CURRENT SURVEY CONTROL
 AG0255  ___________________________________________________________________
 AG0255* NAD 83(1986)-  27 50 19.     (N)    082 43 41.     (W)     SCALED    
 AG0255* NAVD 88     -         4.167  (meters)      13.67   (feet)  ADJUSTED  
 AG0255  ___________________________________________________________________
 AG0255  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0255  DYNAMIC HT  -           4.161 (meters)      13.65  (feet)  COMP
 AG0255  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG0255
 AG0255  VERT ORDER  -  SECOND    CLASS II
 AG0255
 AG0255.The horizontal coordinates were scaled from a topographic map and have
 AG0255.an estimated accuracy of +/- 6 seconds.
 AG0255
 AG0255.The orthometric height was determined by differential leveling
 AG0255.and adjusted by the National Geodetic Survey in June 1991..
 AG0255
 AG0255.The geoid height was determined by GEOID03.
 AG0255
 AG0255.The dynamic height is computed by dividing the NAVD 88
 AG0255.geopotential number by the normal gravity value computed on the
 AG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0255.degrees latitude (g = 980.6199 gals.).
 AG0255
 AG0255.The modeled gravity was interpolated from observed gravity values.
 AG0255
 AG0255;                    North         East    Units  Estimated Accuracy
 AG0255;SPC FL W     -   388,540.      128,280.      MT  (+/- 180 meters Scaled)
 AG0255
 AG0255                          SUPERSEDED SURVEY CONTROL
 AG0255
 AG0255  NGVD 29 (??/??/92)    4.431  (m)           14.54   (f) ADJ UNCH    2 2
 AG0255
 AG0255.Superseded values are not recommended for survey control.
 AG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0255.See file dsdata.txt to determine how the superseded data were derived.
 AG0255
 AG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298805(NAD 83)
 AG0255_MARKER: DD = SURVEY DISK
 AG0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0255_SP_SET: INLET
 AG0255_STAMPING: 411
 AG0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0255
 AG0255  HISTORY     - Date     Condition        Report By
 AG0255  HISTORY     - UNK      MONUMENTED       FLHD
 AG0255  HISTORY     - 1976     GOOD             NGS
 AG0255  HISTORY     - 19981103 GOOD             USPSQD
 AG0255
 AG0255                          STATION DESCRIPTION
 AG0255
 AG0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0255'IN PINELLAS PARK.
 AG0255'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0255'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693 66TH ST.).  RUN EASTERLY ON
 AG0255'S.R. 694 FOR 0.10 MILES TO THE INTERSECTION OF 65TH STREET.  STATION
 AG0255'ON RIGHT, S.W. CORNER, 49.0 FT. SOUTH OF THE CENTERLINE OF 74TH AVE.
 AG0255'N., 141.9 FT. WEST OF THE CENTERLINE OF 65TH ST.  SET IN THE TOP OF A
 AG0255'CONCRETE INLET.  SECTION 29, T 30, R 16.
 AG0255
 AG0255                          STATION RECOVERY (1998)
 AG0255
 AG0255'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0256 ***********************************************************************
 AG0256  DESIGNATION -  412 FLHD
 AG0256  PID         -  AG0256
 AG0256  STATE/COUNTY-  FL/PINELLAS
 AG0256  USGS QUAD   -  ST PETERSBURG (1987)
 AG0256
 AG0256                         *CURRENT SURVEY CONTROL
 AG0256  ___________________________________________________________________
 AG0256* NAD 83(1986)-  27 50 19.     (N)    082 43 23.     (W)     SCALED    
 AG0256* NAVD 88     -         4.440  (meters)      14.57   (feet)  ADJUSTED  
 AG0256  ___________________________________________________________________
 AG0256  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG0256  DYNAMIC HT  -           4.433 (meters)      14.54  (feet)  COMP
 AG0256  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 AG0256
 AG0256  VERT ORDER  -  SECOND    CLASS II
 AG0256
 AG0256.The horizontal coordinates were scaled from a topographic map and have
 AG0256.an estimated accuracy of +/- 6 seconds.
 AG0256
 AG0256.The orthometric height was determined by differential leveling
 AG0256.and adjusted by the National Geodetic Survey in June 1991..
 AG0256
 AG0256.The geoid height was determined by GEOID03.
 AG0256
 AG0256.The dynamic height is computed by dividing the NAVD 88
 AG0256.geopotential number by the normal gravity value computed on the
 AG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0256.degrees latitude (g = 980.6199 gals.).
 AG0256
 AG0256.The modeled gravity was interpolated from observed gravity values.
 AG0256
 AG0256;                    North         East    Units  Estimated Accuracy
 AG0256;SPC FL W     -   388,540.      128,780.      MT  (+/- 180 meters Scaled)
 AG0256
 AG0256                          SUPERSEDED SURVEY CONTROL
 AG0256
 AG0256  NGVD 29 (??/??/92)    4.704  (m)           15.43   (f) ADJ UNCH    2 2
 AG0256
 AG0256.Superseded values are not recommended for survey control.
 AG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0256.See file dsdata.txt to determine how the superseded data were derived.
 AG0256
 AG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL303805(NAD 83)
 AG0256_MARKER: DD = SURVEY DISK
 AG0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0256_SP_SET: INLET
 AG0256_STAMPING: 412
 AG0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0256
 AG0256  HISTORY     - Date     Condition        Report By
 AG0256  HISTORY     - UNK      MONUMENTED       FLHD
 AG0256  HISTORY     - 1976     GOOD             NGS
 AG0256  HISTORY     - 19981103 GOOD             USPSQD
 AG0256
 AG0256                          STATION DESCRIPTION
 AG0256
 AG0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0256'IN PINELLAS PARK.
 AG0256'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0256'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0256'SR-694 FOR 0.35 MILES TO THE INTERSECTION OF 63RD ST.  STATION ON
 AG0256'RIGHT, S.W. CORNER, 42.0 FT. SOUTH OF THE CENTERLINE OF 74TH AVE. N.,
 AG0256'32.8 FT. WEST OF THE CENTERLINE OF 63RD ST.  SET IN THE TOP OF A
 AG0256'CONCRETE INLET.  SECTION 29, T 30, R 16.
 AG0256
 AG0256                          STATION RECOVERY (1998)
 AG0256
 AG0256'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9464 ***********************************************************************
 AG9464  DESIGNATION -  4120 01 002
 AG9464  PID         -  AG9464
 AG9464  STATE/COUNTY-  FL/SARASOTA
 AG9464  USGS QUAD   -  ENGLEWOOD (1987)
 AG9464
 AG9464                         *CURRENT SURVEY CONTROL
 AG9464  ___________________________________________________________________
 AG9464* NAD 83(1999)-  26 56 42.63508(N)    082 15 20.23904(W)     ADJUSTED  
 AG9464* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 AG9464  ___________________________________________________________________
 AG9464  X           -     766,697.820 (meters)                     COMP
 AG9464  Y           -  -5,637,728.987 (meters)                     COMP
 AG9464  Z           -   2,872,792.476 (meters)                     COMP
 AG9464  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AG9464  ELLIP HEIGHT-         -20.42  (meters)          (06/19/01) GPS OBS
 AG9464  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG9464
 AG9464  HORZ ORDER  -  FIRST
 AG9464  ELLP ORDER  -  FOURTH    CLASS I
 AG9464
 AG9464.The horizontal coordinates were established by GPS observations
 AG9464.and adjusted by the National Geodetic Survey in June 2001..
 AG9464
 AG9464.The orthometric height was determined by GPS observations and a
 AG9464.high-resolution geoid model.
 AG9464
 AG9464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9464
 AG9464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9464
 AG9464.The ellipsoidal height was determined by GPS observations
 AG9464.and is referenced to NAD 83.
 AG9464
 AG9464.The geoid height was determined by GEOID03.
 AG9464
 AG9464;                    North         East     Units Scale Factor Converg.
 AG9464;SPC FL W     -   289,355.443   174,617.422   MT  0.99994913   -0 06 57.0
 AG9464;SPC FL W     -   949,326.98    572,890.66   sFT  0.99994913   -0 06 57.0
 AG9464;UTM  17      - 2,980,981.992   375,356.953   MT  0.99979179   -0 34 08.6
 AG9464
 AG9464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9464!SPC FL W     -   1.00000321  x   0.99994913  =   0.99995234
 AG9464!UTM  17      -   1.00000321  x   0.99979179  =   0.99979500
 AG9464
 AG9464:                Primary Azimuth Mark                     Grid Az
 AG9464:SPC FL W     -  097                                      089 54 54.1
 AG9464:UTM  17      -  097                                      090 22 05.7
 AG9464
 AG9464|---------------------------------------------------------------------|
 AG9464| PID    Reference Object                     Distance      Geod. Az  |
 AG9464|                                                           dddmmss.s |
 AG9464| AG9530 097                                 421.989 METERS 0894757.1 |
 AG9464| AG9524 089                                 329.255 METERS 27354     |
 AG9464|---------------------------------------------------------------------|
 AG9464
 AG9464                          SUPERSEDED SURVEY CONTROL
 AG9464
 AG9464  NAD 83(1990)-  26 56 42.63324(N)    082 15 20.23788(W) AD(       ) 1
 AG9464  ELLIP H (11/12/93)  -20.45   (m)                       GP(       ) 4 1
 AG9464
 AG9464.Superseded values are not recommended for survey control.
 AG9464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9464.See file dsdata.txt to determine how the superseded data were derived.
 AG9464
 AG9464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7535780982(NAD 83)
 AG9464_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9464_SP_SET: CONCRETE POST
 AG9464_STAMPING: GPS 1992 4120.01.002 9280
 AG9464_MARK LOGO: FL-015
 AG9464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9464+STABILITY: SURFACE MOTION
 AG9464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9464+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1992
 AG9464
 AG9464  HISTORY     - Date     Condition        Report By
 AG9464  HISTORY     - 1992     MONUMENTED       FL-015
 AG9464  HISTORY     - 19920818 GOOD             FL-115
 AG9464  HISTORY     - 19920908 GOOD             DENI
 AG9464  HISTORY     - 20011128 MARK NOT FOUND   USPSQD
 AG9464
 AG9464                          STATION DESCRIPTION
 AG9464
 AG9464'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9464'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 776 (MCCALL
 AG9464'ROAD) AND STATE ROAD 771, GO WEST ON STATE ROAD 776 (MCCALL ROAD)
 AG9464'1.52 MI (2.45 KM) TO THE INTERSECTION OF STATE ROAD 776 TO THE
 AG9464'INTERSECTION OF DAVID BOULEVARD AND FORESMAND BOULEVARD, GO WEST ON
 AG9464'FORESMAN BOULEVARD 0.53 MI (0.85 KM) TO THE INTERSECTION OF FORESMAN
 AG9464'BOULEVARD AND JENNINGS STREET AND THE STATION THAT IS 45.0 FT
 AG9464'(13.72 M) SOUTHWEST OF THE INTERSECTION.
 AG9464'THE STATION IS A STANDARD CHARLOTTE COUNTY SURVEY DEPARTMENT (C
 AG9464'.C.S.D.) BRASS DISC SET IN CONCRETE. IT IS 51.2 FT (15.61 M) WESTERLY
 AG9464'OF A WOOD POWER POLE, AND 3.2 FT (0.98 M) NORTHEASTERLY OF A SURVEY
 AG9464'MARKER WITNESS POST.
 AG9464
 AG9464                          STATION RECOVERY (1992)
 AG9464
 AG9464'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9464'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9464'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 1, TWP 41S,
 AG9464'RGE 20E, NEAR THE CHARLOTTE/SARASOTA COUNTY LINE, 12.7 MI (20.4 KM)
 AG9464'WEST OF PUNTA GORDA, 6.0 MI (9.7 KM) EAST OF ENGLEWOOD.
 AG9464'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND COUNTY ROAD
 AG9464'771 SOUTHWEST OF EL JOBEAN, GO WEST ON STATE ROUTE 776, 1.5 MI
 AG9464'(2.4 KM) TO DAVID BOULEVARD, THEN NORTH 0.85 MI (1.37 KM) TO FORESMAN
 AG9464'BOULEVARD, THEN WEST 0.5 MI (0.8 KM) TO JENNINGS STREET AND THE
 AG9464'STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AG9464'STATION IS 30.1 FT (9.2 M) SOUTH OF THE CENTERLINE OF FORESMAN
 AG9464'BOULEVARD, 30.4 FT (9.3 M) WEST OF THE CENTERLINE OF JENNINGS STREET,
 AG9464'44.5 FT (13.6 M) SOUTHWEST OF A P-K NAIL AT THE CENTERLINE
 AG9464'INTERSECTION OF FORESMAN BOULEVARD AND JENNINGS STREET, 51.7 FT
 AG9464'(15.8 M) WEST OF A POWER POLE, 3.0 FT (0.9 M) NORTHEAST OF A WITNESS
 AG9464'POST.
 AG9464'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9464'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 3 INCHES
 AG9464'BELOW GROUND LEVEL.
 AG9464
 AG9464                          STATION RECOVERY (2001)
 AG9464
 AG9464'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9464'TOOK AL DIMENSIONS PLUS DETECTOR, BUT NO DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9465 ***********************************************************************
 AG9465  DESIGNATION -  4120 03 A13
 AG9465  PID         -  AG9465
 AG9465  STATE/COUNTY-  FL/CHARLOTTE
 AG9465  USGS QUAD   -  ENGLEWOOD (1987)
 AG9465
 AG9465                         *CURRENT SURVEY CONTROL
 AG9465  ___________________________________________________________________
 AG9465* NAD 83(1999)-  26 56 44.01245(N)    082 18 16.53389(W)     ADJUSTED  
 AG9465* NAVD 88     -         3.3    (meters)      11.     (feet)  GPS OBS   
 AG9465  ___________________________________________________________________
 AG9465  X           -     761,876.384 (meters)                     COMP
 AG9465  Y           -  -5,638,363.127 (meters)                     COMP
 AG9465  Z           -   2,872,830.235 (meters)                     COMP
 AG9465  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AG9465  ELLIP HEIGHT-         -20.49  (meters)          (07/06/01) GPS OBS
 AG9465  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG9465
 AG9465  HORZ ORDER  -  FIRST
 AG9465  ELLP ORDER  -  FOURTH    CLASS II
 AG9465
 AG9465.The horizontal coordinates were established by GPS observations
 AG9465.and adjusted by the National Geodetic Survey in July 2001..
 AG9465
 AG9465.The orthometric height was determined by GPS observations and a
 AG9465.high-resolution geoid model.
 AG9465
 AG9465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9465
 AG9465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9465
 AG9465.The ellipsoidal height was determined by GPS observations
 AG9465.and is referenced to NAD 83.
 AG9465
 AG9465.The geoid height was determined by GEOID03.
 AG9465
 AG9465;                    North         East     Units Scale Factor Converg.
 AG9465;SPC FL W     -   289,408.607   169,754.830   MT  0.99995247   -0 08 16.9
 AG9465;SPC FL W     -   949,501.40    556,937.30   sFT  0.99995247   -0 08 16.9
 AG9465;UTM  17      - 2,981,073.603   370,495.670   MT  0.99980704   -0 35 28.5
 AG9465
 AG9465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9465!SPC FL W     -   1.00000322  x   0.99995247  =   0.99995569
 AG9465!UTM  17      -   1.00000322  x   0.99980704  =   0.99981026
 AG9465
 AG9465                          SUPERSEDED SURVEY CONTROL
 AG9465
 AG9465  NAD 83(1990)-  26 56 44.01083(N)    082 18 16.53310(W) AD(       ) 1
 AG9465  ELLIP H (11/12/93)  -20.48   (m)                       GP(       ) 4 1
 AG9465
 AG9465.Superseded values are not recommended for survey control.
 AG9465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9465.See file dsdata.txt to determine how the superseded data were derived.
 AG9465
 AG9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7049681074(NAD 83)
 AG9465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9465_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9465_SP_SET: PREFAB CONC. POST IN EARTH
 AG9465_STAMPING: 33-34 40 20
 AG9465_MARK LOGO: FL-115
 AG9465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9465+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 AG9465
 AG9465  HISTORY     - Date     Condition        Report By
 AG9465  HISTORY     - UNK      MONUMENTED
 AG9465  HISTORY     - 19921005 GOOD             DENI
 AG9465  HISTORY     - 20050513 GOOD             USPSQD
 AG9465
 AG9465                          STATION DESCRIPTION
 AG9465
 AG9465'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9465'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9465'STATION IS LOCATED AT THE NORTHWEST CORNER OF SECTION 3, TWP 41S, RGE
 AG9465'20E, ON THE CHARLOTTE/SARASOTA COUNTY LINE, 15.7 MI (25.3 KM) WEST OF
 AG9465'PUNTA GORDA, 3.3 MI (5.3 KM) EAST SOUTHEAST OF ENGLEWOOD.
 AG9465'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND CHARLOTTE
 AG9465'COUNTY ROAD 775 IN SOUTHEAST ENGLEWOOD, GO EASTERLY 2.65 MI
 AG9465'(4.26 KM) ON STATE ROUTE 776 TO PENNEL STREET, THEN NORTH 0.7 MI
 AG9465'(1.1 KM) TO PROSPECT AVENUE, THEN WEST 0.5 MI (0.8 KM) ON PROSPECT
 AG9465'AVENUE TO ITS END AT WIMBELDON BOULEVARD (AN UNIMPROVED DIRT ROAD),
 AG9465'THEN NORTH 0.05 MI (0.08 KM) ON DIRT ROAD TO A GATE AT THE
 AG9465'CHARLOTTE/SARASOTA COUNTY LINE AND THE STATION ON THE LEFT.
 AG9465'STATION IS 252 FT (76.8 M) NORTH OF THE CENTERLINE OF PROSPECT AVENUE
 AG9465'PROJECTED WEST, 10 FT (3.0 M) WEST OF THE CENTER OF THE GATE, 0.7 FT
 AG9465'(0.2 M) NORTH OF A FENCE, 110.6 FT (33.7 M) SOUTH SOUTHEAST OF A
 AG9465'POWER POLE, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
 AG9465'STATION MARK IS A SARASOTA COUNTY 4 INCH BRASS SECTION CORNER DISK SET
 AG9465'IN TOP OF A 5 INCH SQUARE CONCRETE POST, PROJECTING 5 INCHES ABOVE
 AG9465'GROUND LEVEL.
 AG9465
 AG9465                          STATION RECOVERY (2005)
 AG9465
 AG9465'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAN)
 AG9465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9466 ***********************************************************************
 AG9466  DESIGNATION -  4120 14 002
 AG9466  PID         -  AG9466
 AG9466  STATE/COUNTY-  FL/CHARLOTTE
 AG9466  USGS QUAD   -  ENGLEWOOD (1987)
 AG9466
 AG9466                         *CURRENT SURVEY CONTROL
 AG9466  ___________________________________________________________________
 AG9466* NAD 83(1999)-  26 54 16.69236(N)    082 16 20.45026(W)     ADJUSTED  
 AG9466* NAVD 88     -         2.9    (meters)      10.     (feet)  GPS OBS   
 AG9466  ___________________________________________________________________
 AG9466  X           -     765,325.504 (meters)                     COMP
 AG9466  Y           -  -5,639,967.626 (meters)                     COMP
 AG9466  Z           -   2,868,787.274 (meters)                     COMP
 AG9466  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AG9466  ELLIP HEIGHT-         -20.96  (meters)          (07/06/01) GPS OBS
 AG9466  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG9466
 AG9466  HORZ ORDER  -  FIRST
 AG9466  ELLP ORDER  -  FOURTH    CLASS II
 AG9466
 AG9466.The horizontal coordinates were established by GPS observations
 AG9466.and adjusted by the National Geodetic Survey in July 2001..
 AG9466
 AG9466.The orthometric height was determined by GPS observations and a
 AG9466.high-resolution geoid model.
 AG9466
 AG9466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9466
 AG9466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9466
 AG9466.The ellipsoidal height was determined by GPS observations
 AG9466.and is referenced to NAD 83.
 AG9466
 AG9466.The geoid height was determined by GEOID03.
 AG9466
 AG9466;                    North         East     Units Scale Factor Converg.
 AG9466;SPC FL W     -   284,867.257   172,946.965   MT  0.99995021   -0 07 23.7
 AG9466;SPC FL W     -   934,601.99    567,410.17   sFT  0.99995021   -0 07 23.7
 AG9466;UTM  17      - 2,976,507.844   373,651.337   MT  0.99979708   -0 34 33.0
 AG9466
 AG9466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9466!SPC FL W     -   1.00000329  x   0.99995021  =   0.99995350
 AG9466!UTM  17      -   1.00000329  x   0.99979708  =   0.99980037
 AG9466
 AG9466                          SUPERSEDED SURVEY CONTROL
 AG9466
 AG9466  NAD 83(1990)-  26 54 16.69075(N)    082 16 20.44949(W) AD(       ) 1
 AG9466  ELLIP H (11/12/93)  -20.95   (m)                       GP(       ) 4 1
 AG9466
 AG9466.Superseded values are not recommended for survey control.
 AG9466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9466.See file dsdata.txt to determine how the superseded data were derived.
 AG9466
 AG9466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7365176508(NAD 83)
 AG9466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9466_SP_SET: CONCRETE POST
 AG9466_STAMPING: GPS 1992 4120-14-002
 AG9466_MARK LOGO: FL-015
 AG9466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9466+STABILITY: SURFACE MOTION
 AG9466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9466+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 AG9466
 AG9466  HISTORY     - Date     Condition        Report By
 AG9466  HISTORY     - 1992     MONUMENTED       FL-015
 AG9466  HISTORY     - 19920603 GOOD             DENI
 AG9466
 AG9466                          STATION DESCRIPTION
 AG9466
 AG9466'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9466'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9466'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 14, TWP 41S,
 AG9466'RGE 20E, 2.8 MI (4.5 KM) SOUTH OF THE CHARLOTTE/SARASOTA COUNTY LINE,
 AG9466'AT ROTONDA WEST, 5.7 MI (9.2 KM) SOUTHEAST OF ENGLEWOOD, 13.9 MI
 AG9466'(22.4 KM) WEST OF PUNTA GORDA.
 AG9466'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND CHARLOTTE
 AG9466'COUNTY ROAD 775 IN SOUTHEAST ENGLEWOOD, GO EASTERLY 4.1 MI (6.6 KM)
 AG9466'ON STATE ROUTE 776 TO SUNNYBROOK BOULEVARD, THEN SOUTH 1.2 MI
 AG9466'(1.9 KM) ON SUNNYBROOK BOULEVARD TO BOUNDARY BOULEVARD AND THE
 AG9466'BEGINNING OF ROTONDA BOULEVARD NORTH, THEN CONTINUE SOUTH ON ROTONDA
 AG9466'BOULEVARD NORTH 0.7 MI (1.1 KM) TO STATION ON THE LEFT IN THE GRASS
 AG9466'MEDIAN.
 AG9466'STATION IS 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF THE NORTHBOUND
 AG9466'LANES OF ROTONDA BOULEVARD NORTH, 18.0 FT (5.5 M) EAST OF THE
 AG9466'SOUTHBOUND LANES OF ROTONDA BOULEVARD NORTH, 54 FT (16.5 M) SOUTH OF
 AG9466'THE CENTER OF AN ASPHALT MEDIAN CROSSOVER, 32.2 FT (9.8 M) SOUTH OF
 AG9466'THE SOUTH EDGE OF PAVEMENT OF THE MEDIAN CROSSOVER, 3.0 FT (0.9 M)
 AG9466'NORTH OF A WITNESS POST.
 AG9466'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9466'DISK SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9466'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9467 ***********************************************************************
 AG9467  DESIGNATION -  4121 03 002
 AG9467  PID         -  AG9467
 AG9467  STATE/COUNTY-  FL/CHARLOTTE
 AG9467  USGS QUAD   -  EL JOBEAN (1987)
 AG9467
 AG9467                         *CURRENT SURVEY CONTROL
 AG9467  ___________________________________________________________________
 AG9467* NAD 83(1999)-  26 56 28.32627(N)    082 11 48.50614(W)     ADJUSTED  
 AG9467* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 AG9467  ___________________________________________________________________
 AG9467  X           -     772,511.482 (meters)                     COMP
 AG9467  Y           -  -5,637,135.150 (meters)                     COMP
 AG9467  Z           -   2,872,399.084 (meters)                     COMP
 AG9467  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AG9467  ELLIP HEIGHT-         -22.17  (meters)          (07/06/01) GPS OBS
 AG9467  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG9467
 AG9467  HORZ ORDER  -  FIRST
 AG9467  ELLP ORDER  -  FOURTH    CLASS II
 AG9467
 AG9467.The horizontal coordinates were established by GPS observations
 AG9467.and adjusted by the National Geodetic Survey in July 2001..
 AG9467
 AG9467.The orthometric height was determined by GPS observations and a
 AG9467.high-resolution geoid model.
 AG9467
 AG9467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9467
 AG9467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9467
 AG9467.The ellipsoidal height was determined by GPS observations
 AG9467.and is referenced to NAD 83.
 AG9467
 AG9467.The geoid height was determined by GEOID03.
 AG9467
 AG9467;                    North         East     Units Scale Factor Converg.
 AG9467;SPC FL W     -   288,904.615   180,456.894   MT  0.99994589   -0 05 21.0
 AG9467;SPC FL W     -   947,847.89    592,048.99   sFT  0.99994589   -0 05 21.0
 AG9467;UTM  17      - 2,980,485.073   381,191.718   MT  0.99977425   -0 32 32.3
 AG9467
 AG9467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9467!SPC FL W     -   1.00000348  x   0.99994589  =   0.99994937
 AG9467!UTM  17      -   1.00000348  x   0.99977425  =   0.99977773
 AG9467
 AG9467                          SUPERSEDED SURVEY CONTROL
 AG9467
 AG9467  NAD 83(1990)-  26 56 28.32465(N)    082 11 48.50536(W) AD(       ) 1
 AG9467  ELLIP H (11/12/93)  -22.16   (m)                       GP(       ) 4 1
 AG9467
 AG9467.Superseded values are not recommended for survey control.
 AG9467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9467.See file dsdata.txt to determine how the superseded data were derived.
 AG9467
 AG9467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8119280485(NAD 83)
 AG9467_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9467_SP_SET: CONCRETE POST
 AG9467_STAMPING: GPS 1992 4121-03-002 9291
 AG9467_MARK LOGO: FL-015
 AG9467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9467+STABILITY: SURFACE MOTION
 AG9467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9467+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 AG9467
 AG9467  HISTORY     - Date     Condition        Report By
 AG9467  HISTORY     - 1992     MONUMENTED       FL-015
 AG9467  HISTORY     - 19920909 GOOD             DENI
 AG9467
 AG9467                          STATION DESCRIPTION
 AG9467
 AG9467'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9467'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9467'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 3, TWP 41S, RGE
 AG9467'21E, 9.0 MI (14.5 KM) WEST OF PUNTA GORDA, 9.4 MI (15.1 KM) EAST OF
 AG9467'ENGLEWOOD.
 AG9467'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND COUNTY ROAD
 AG9467'771, SOUTHWEST OF EL JOBEAN, GO NORTHEASTERLY 0.4 MI (0.6 KM) ON
 AG9467'STATE ROUTE 776 ALONG A CURVE TO THE LEFT (NORTH) TO A GRAVEL ROAD
 AG9467'(LOCALLY KNOWN AS CATTLE DOCK ROAD) LEADING EAST, THEN EAST 1.2 MI
 AG9467'(1.9 KM) ON GRAVEL ROAD TO A LOCKED GATE JUST WEST OF A --T--
 AG9467'INTERSECTION, THEN THROUGH GATE AND NORTHERLY 0.3 MI (0.5 KM) ON
 AG9467'GRAVEL ROAD TO A BOAT LOCK COMPLEX AND THE STATION ON THE RIGHT.
 AG9467'--NOTE-- CHARLOTTE COUNTY SURVEY DEPARTMENT HAS KEY TO GATE.
 AG9467'CONTACT THEM AT (813)639-4101.
 AG9467'STATION IS 65 FT (19.8 M) NORTHEAST OF THE CENTERLINE OF THE GRAVEL
 AG9467'ROAD, 2.0 FT (0.6 M) SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE
 AG9467'SIDEWALK, 15.6 FT (4.8 M) SOUTHEAST OF THE SEAWALL FACE, 32.5 FT
 AG9467'(9.9 M) NORTHWEST OF THE NORTH CORNER OF A BUILDING, 31.8 FT (9.7 M)
 AG9467'NORTH NORTHWEST OF THE WEST CORNER OF THE BUILDING, 3.0 FT (0.9 M)
 AG9467'WEST OF A WITNESS POST.
 AG9467'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9467'DISK SET IN TOP OF A 13 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AG9467'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9468 ***********************************************************************
 AG9468  DESIGNATION -  4121 26 002
 AG9468  PID         -  AG9468
 AG9468  STATE/COUNTY-  FL/CHARLOTTE
 AG9468  USGS QUAD   -  PUNTA GORDA SW (1987)
 AG9468
 AG9468                         *CURRENT SURVEY CONTROL
 AG9468  ___________________________________________________________________
 AG9468* NAD 83(1999)-  26 52 24.84459(N)    082 10 42.31786(W)     ADJUSTED  
 AG9468* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 AG9468  ___________________________________________________________________
 AG9468  X           -     774,781.842 (meters)                     COMP
 AG9468  Y           -  -5,640,246.593 (meters)                     COMP
 AG9468  Z           -   2,865,716.341 (meters)                     COMP
 AG9468  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AG9468  ELLIP HEIGHT-         -22.40  (meters)          (07/06/01) GPS OBS
 AG9468  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AG9468
 AG9468  HORZ ORDER  -  FIRST
 AG9468  ELLP ORDER  -  FOURTH    CLASS II
 AG9468
 AG9468.The horizontal coordinates were established by GPS observations
 AG9468.and adjusted by the National Geodetic Survey in July 2001..
 AG9468
 AG9468.The orthometric height was determined by GPS observations and a
 AG9468.high-resolution geoid model.
 AG9468
 AG9468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9468
 AG9468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9468
 AG9468.The ellipsoidal height was determined by GPS observations
 AG9468.and is referenced to NAD 83.
 AG9468
 AG9468.The geoid height was determined by GEOID03.
 AG9468
 AG9468;                    North         East     Units Scale Factor Converg.
 AG9468;SPC FL W     -   281,408.361   182,272.044   MT  0.99994505   -0 04 50.3
 AG9468;SPC FL W     -   923,253.93    598,004.20   sFT  0.99994505   -0 04 50.3
 AG9468;UTM  17      - 2,972,976.019   382,947.290   MT  0.99976915   -0 31 57.8
 AG9468
 AG9468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9468!SPC FL W     -   1.00000352  x   0.99994505  =   0.99994857
 AG9468!UTM  17      -   1.00000352  x   0.99976915  =   0.99977267
 AG9468
 AG9468                          SUPERSEDED SURVEY CONTROL
 AG9468
 AG9468  NAD 83(1990)-  26 52 24.84301(N)    082 10 42.31714(W) AD(       ) 1
 AG9468  ELLIP H (11/12/93)  -22.38   (m)                       GP(       ) 4 1
 AG9468
 AG9468.Superseded values are not recommended for survey control.
 AG9468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9468.See file dsdata.txt to determine how the superseded data were derived.
 AG9468
 AG9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8294772976(NAD 83)
 AG9468_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9468_SP_SET: CONCRETE POST
 AG9468_STAMPING: GPS 1992 4121-26-002
 AG9468_MARK LOGO: FL-015
 AG9468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9468+STABILITY: SURFACE MOTION
 AG9468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9468+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 AG9468
 AG9468  HISTORY     - Date     Condition        Report By
 AG9468  HISTORY     - 1992     MONUMENTED       FL-015
 AG9468  HISTORY     - 19920604 GOOD             DENI
 AG9468
 AG9468                          STATION DESCRIPTION
 AG9468
 AG9468'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9468'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9468'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 26, TWP 41S,
 AG9468'RGE 21E, 9.0 MI (14.5 KM) WEST SOUTHWEST OF PUNTA GORDA, 0.85 MI
 AG9468'(1.37 KM) WEST SOUTHWEST OF THE WESTERLY SHORE OF CHARLOTTE HARBOR.
 AG9468'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND COUNTY ROAD
 AG9468'771, SOUTH OF EL JOBEAN, GO SOUTHERLY 3.9 MI (6.3 KM) ON COUNTY ROAD
 AG9468'771 TO APPLETON BOULEVARD, THEN EAST 3.4 MI (5.5 KM) TO OAKVILLE
 AG9468'STREET, THEN SOUTH 0.3 MI (0.5 KM) TO LIGGET CIRCLE, THEN EAST, THEN
 AG9468'SOUTHEAST 0.2 MI (0.3 KM) ON LIGGET CIRCLE TO CUP COURT, THEN
 AG9468'EASTERLY ABOUT 125 FT (38.1 M) ON CUP COURT TO THE CUL-DE-SAC AND THE
 AG9468'STATION.
 AG9468'STATION IS NEAR THE RADIUS POINT OF THE CUL-DE-SAC ON THE CENTERLINE
 AG9468'OF CUP COURT, 126.5 FT (38.6 M) EAST SOUTHEAST OF THE CENTERLINE
 AG9468'INTERSECTION OF LIGGET CIRCLE AND CUP COURT, 19.4 FT (5.9 M) SOUTH OF
 AG9468'THE INSIDE EDGE OF PAVEMENT, 20.4 FT (6.2 M) WEST OF THE INSIDE EDGE
 AG9468'OF PAVEMENT, 89.9 FT (27.4 M) SOUTHEAST OF THE NORTHEAST END OF A 12
 AG9468'INCH CULVERT PIPE, 3.2 FT (1.0 M) WEST OF A WITNESS POST.
 AG9468'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTENT 2.75 INCH BRASS
 AG9468'DISK SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT, 1 INCH
 AG9468'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9469 ***********************************************************************
 AG9469  DESIGNATION -  4122 15 002
 AG9469  PID         -  AG9469
 AG9469  STATE/COUNTY-  FL/CHARLOTTE
 AG9469  USGS QUAD   -  PUNTA GORDA (1987)
 AG9469
 AG9469                         *CURRENT SURVEY CONTROL
 AG9469  ___________________________________________________________________
 AG9469* NAD 83(1999)-  26 54 35.14602(N)    082 05 44.09472(W)     ADJUSTED  
 AG9469* NAVD 88     -         1.0    (meters)       3.     (feet)  GPS OBS   
 AG9469  ___________________________________________________________________
 AG9469  X           -     782,686.330 (meters)                     COMP
 AG9469  Y           -  -5,637,323.340 (meters)                     COMP
 AG9469  Z           -   2,869,292.875 (meters)                     COMP
 AG9469  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AG9469  ELLIP HEIGHT-         -22.91  (meters)          (07/06/01) GPS OBS
 AG9469  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AG9469
 AG9469  HORZ ORDER  -  FIRST
 AG9469  ELLP ORDER  -  FOURTH    CLASS II
 AG9469
 AG9469.The horizontal coordinates were established by GPS observations
 AG9469.and adjusted by the National Geodetic Survey in July 2001..
 AG9469
 AG9469.The orthometric height was determined by GPS observations and a
 AG9469.high-resolution geoid model.
 AG9469
 AG9469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9469
 AG9469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9469
 AG9469.The ellipsoidal height was determined by GPS observations
 AG9469.and is referenced to NAD 83.
 AG9469
 AG9469.The geoid height was determined by GEOID03.
 AG9469
 AG9469;                    North         East     Units Scale Factor Converg.
 AG9469;SPC FL W     -   285,409.686   190,506.027   MT  0.99994229   -0 02 35.7
 AG9469;SPC FL W     -   936,381.61    625,018.52   sFT  0.99994229   -0 02 35.7
 AG9469;UTM  17      - 2,976,911.480   391,211.069   MT  0.99974610   -0 29 45.2
 AG9469
 AG9469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9469!SPC FL W     -   1.00000360  x   0.99994229  =   0.99994589
 AG9469!UTM  17      -   1.00000360  x   0.99974610  =   0.99974970
 AG9469
 AG9469                          SUPERSEDED SURVEY CONTROL
 AG9469
 AG9469  NAD 83(1990)-  26 54 35.14451(N)    082 05 44.09414(W) AD(       ) 1
 AG9469  ELLIP H (11/12/93)  -22.88   (m)                       GP(       ) 4 1
 AG9469
 AG9469.Superseded values are not recommended for survey control.
 AG9469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9469.See file dsdata.txt to determine how the superseded data were derived.
 AG9469
 AG9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9121176911(NAD 83)
 AG9469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9469_SP_SET: CONCRETE POST
 AG9469_STAMPING: GPS 1992 4122-15-002
 AG9469_MARK LOGO: FL-015
 AG9469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9469+STABILITY: SURFACE MOTION
 AG9469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9469+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AG9469
 AG9469  HISTORY     - Date     Condition        Report By
 AG9469  HISTORY     - 1992     MONUMENTED       FL-015
 AG9469  HISTORY     - 19920805 GOOD             DENI
 AG9469  HISTORY     - 20021228 GOOD             USPSQD
 AG9469  HISTORY     - 20060110 GOOD             USPSQD
 AG9469
 AG9469                          STATION DESCRIPTION
 AG9469
 AG9469'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9469'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9469'STATION IS LOCATED NEAR THE CENTER OF SECTION 15, TWP 41S, RGE 22E, IN
 AG9469'PONCE DE LEON PARK, 3.3 MI (5.3 KM) SOUTHWEST OF DOWNTOWN PUNTA GORDA
 AG9469'ON THE EAST SHORE OF CHARLOTTE HARBOR IN PONCE DE LEON PARK.
 AG9469'TO REACH STATION FROM THE JUNCTION I-75 AND U.S. HIGHWAY 17, GO
 AG9469'WESTERLY 2.2 MI (3.5 KM) ON U.S. 17 TO THE JUNCTION WITH NORTHBOUND
 AG9469'U.S. HIGHWAY 41 IN DOWNTOWN PUNTA GORDA, THEN CONTINUE SOUTHWESTERLY
 AG9469'ON WEST MARION AVENUE 3.0 MI (4.8 KM) TO THE END OF WEST MARION
 AG9469'STREET AND A FORK IN THE ROAD WITH MARION COURT TO THE RIGHT AND THE
 AG9469'ENTRANCE TO PONCE DE LEON PARK TO THE LEFT, THEN LEFT (WEST) 0.15 MI
 AG9469'(0.24 KM) ON AN ASPHALT ENTRANCE ROAD TO PONCE DE LEON PARK TO A
 AG9469'GATE, THEN CONTINUE PAST THE GATE SOUTHWESTERLY 0.45 MI (0.72 KM) ON
 AG9469'THE ASPHALT DRIVE TO A CURVE TO THE LEFT AND THE STATION ON THE RIGHT
 AG9469'NEAR A SEAWALL.
 AG9469'STATION IS 19.2 FT (5.9 M) SOUTHWEST (RADIAL) OF THE CENTERLINE OF THE
 AG9469'DRIVE, 1.5 FT (0.5 M) SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE
 AG9469'DRIVE EXTENDED SOUTHWEST, 1.3 FT (0.4 M) NORTHEAST OF THE NORTHEAST
 AG9469'EDGE OF A CONCRETE SEAWALL, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9469'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9469'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 1 INCH
 AG9469'BELOW GROUND LEVEL.
 AG9469'NOTE -- PONCE DE LEON PARK IS CLOSED FROM DUSK TO DAWN.  CONTACT PUNTA
 AG9469'GORDA POLICE DEPARTMENT AT (813) 639-3897 TO MAKE AFTER-HOURS
 AG9469'ARRANGEMENTS.
 AG9469
 AG9469                          STATION RECOVERY (2002)
 AG9469
 AG9469'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AG9469'RECOVERED IN GOOD CONDITION.
 AG9469
 AG9469                          STATION RECOVERY (2006)
 AG9469
 AG9469'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AG9469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9470 ***********************************************************************
 AG9470  DESIGNATION -  4123 33 002
 AG9470  PID         -  AG9470
 AG9470  STATE/COUNTY-  FL/CHARLOTTE
 AG9470  USGS QUAD   -  PUNTA GORDA SE (1987)
 AG9470
 AG9470                         *CURRENT SURVEY CONTROL
 AG9470  ___________________________________________________________________
 AG9470* NAD 83(1999)-  26 51 40.17010(N)    082 01 24.14584(W)     ADJUSTED  
 AG9470* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AG9470  ___________________________________________________________________
 AG9470  X           -     790,128.225 (meters)                     COMP
 AG9470  Y           -  -5,638,744.475 (meters)                     COMP
 AG9470  Z           -   2,864,489.658 (meters)                     COMP
 AG9470  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AG9470  ELLIP HEIGHT-         -22.65  (meters)          (07/06/01) GPS OBS
 AG9470  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AG9470
 AG9470  HORZ ORDER  -  FIRST
 AG9470  ELLP ORDER  -  FOURTH    CLASS II
 AG9470
 AG9470.The horizontal coordinates were established by GPS observations
 AG9470.and adjusted by the National Geodetic Survey in July 2001..
 AG9470
 AG9470.The orthometric height was determined by GPS observations and a
 AG9470.high-resolution geoid model.
 AG9470
 AG9470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9470
 AG9470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9470
 AG9470.The ellipsoidal height was determined by GPS observations
 AG9470.and is referenced to NAD 83.
 AG9470
 AG9470.The geoid height was determined by GEOID03.
 AG9470
 AG9470;                    North         East     Units Scale Factor Converg.
 AG9470;SPC FL W     -   280,021.180   197,677.326   MT  0.99994124   -0 00 38.0
 AG9470;SPC FL W     -   918,702.82    648,546.36   sFT  0.99994124   -0 00 38.0
 AG9470;UTM  17      - 2,971,467.652   398,338.150   MT  0.99972759   -0 27 44.8
 AG9470
 AG9470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9470!SPC FL W     -   1.00000356  x   0.99994124  =   0.99994480
 AG9470!UTM  17      -   1.00000356  x   0.99972759  =   0.99973115
 AG9470
 AG9470                          SUPERSEDED SURVEY CONTROL
 AG9470
 AG9470  NAD 83(1990)-  26 51 40.16859(N)    082 01 24.14527(W) AD(       ) 1
 AG9470  ELLIP H (11/12/93)  -22.61   (m)                       GP(       ) 4 1
 AG9470
 AG9470.Superseded values are not recommended for survey control.
 AG9470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9470.See file dsdata.txt to determine how the superseded data were derived.
 AG9470
 AG9470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9833871468(NAD 83)
 AG9470_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9470_SP_SET: CONCRETE POST
 AG9470_STAMPING: GPS 1992 4123-33-002 9269
 AG9470_MARK LOGO: FL-015
 AG9470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9470+STABILITY: SURFACE MOTION
 AG9470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9470+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1992
 AG9470
 AG9470  HISTORY     - Date     Condition        Report By
 AG9470  HISTORY     - 1992     MONUMENTED       FL-015
 AG9470  HISTORY     - 19920605 GOOD             DENI
 AG9470
 AG9470                          STATION DESCRIPTION
 AG9470
 AG9470'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9470'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9470'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 33, TWP 41S,
 AG9470'RGE 23E, IN SOUTH PUNTA GORDA HEIGHTS, 5.3 MI (8.5 KM) SOUTH
 AG9470'SOUTHEAST OF PUNTA GORDA.
 AG9470'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9470'AND COUNTY ROAD 765/BURNT STORE ROAD, GO SOUTH 2.0 MI (3.2 KM) ON
 AG9470'BURNT STORE ROAD TO NOTRE DAME BOULEVARD AND THE STATION ON THE LEFT
 AG9470'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 AG9470'STATION IS 130.5 FT (39.8 M) EAST OF THE CENTERLINE OF BURNT STORE
 AG9470'ROAD, 27.2 FT (8.3 M) SOUTH OF THE CENTERLINE OF NOTRE DAME
 AG9470'BOULEVARD, 227.8 FT (69.4 M) NORTH OF THE CENTERLINE OF GLASPELL
 AG9470'ROAD, 34.9 FT (10.6 M) SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 AG9470'NOTRE DAME BOULEVARD AND A CONCRETE DRIVEWAY AT HOUSE NUMBER 26004
 AG9470'NOTRE DAME BOULEVARD, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9470'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9470'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AG9470'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8681 ***********************************************************************
 AD8681  DESIGNATION -  4127 06 001
 AD8681  PID         -  AD8681
 AD8681  STATE/COUNTY-  FL/CHARLOTTE
 AD8681  USGS QUAD   -  TELEGRAPH SWAMP NW (1973)
 AD8681
 AD8681                         *CURRENT SURVEY CONTROL
 AD8681  ___________________________________________________________________
 AD8681* NAD 83(1999)-  26 56 42.68212(N)    081 39 41.57834(W)     ADJUSTED  
 AD8681* NAVD 88     -        18.2    (meters)      60.     (feet)  GPS OBS   
 AD8681  ___________________________________________________________________
 AD8681  X           -     825,112.201 (meters)                     COMP
 AD8681  Y           -  -5,629,488.414 (meters)                     COMP
 AD8681  Z           -   2,872,800.188 (meters)                     COMP
 AD8681  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AD8681  ELLIP HEIGHT-          -6.25  (meters)          (07/06/01) GPS OBS
 AD8681  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AD8681
 AD8681  HORZ ORDER  -  FIRST
 AD8681  ELLP ORDER  -  FOURTH    CLASS II
 AD8681
 AD8681.The horizontal coordinates were established by GPS observations
 AD8681.and adjusted by the National Geodetic Survey in July 2001..
 AD8681
 AD8681.The orthometric height was determined by GPS observations and a
 AD8681.high-resolution geoid model.
 AD8681
 AD8681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8681
 AD8681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8681
 AD8681.The ellipsoidal height was determined by GPS observations
 AD8681.and is referenced to NAD 83.
 AD8681
 AD8681.The geoid height was determined by GEOID03.
 AD8681
 AD8681;                    North         East     Units Scale Factor Converg.
 AD8681;SPC FL W     -   289,376.213   233,607.274   MT  0.99995511   +0 09 12.1
 AD8681;SPC FL W     -   949,395.13    766,426.53   sFT  0.99995511   +0 09 12.1
 AD8681;UTM  17      - 2,980,536.291   434,331.580   MT  0.99965323   -0 17 59.2
 AD8681
 AD8681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8681!SPC FL W     -   1.00000098  x   0.99995511  =   0.99995609
 AD8681!UTM  17      -   1.00000098  x   0.99965323  =   0.99965421
 AD8681
 AD8681                          SUPERSEDED SURVEY CONTROL
 AD8681
 AD8681  NAD 83(1990)-  26 56 42.68042(N)    081 39 41.57767(W) AD(       ) 1
 AD8681  ELLIP H (11/12/93)   -6.24   (m)                       GP(       ) 4 1
 AD8681
 AD8681.Superseded values are not recommended for survey control.
 AD8681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8681.See file dsdata.txt to determine how the superseded data were derived.
 AD8681
 AD8681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3433280536(NAD 83)
 AD8681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8681_SP_SET: CONCRETE POST
 AD8681_STAMPING: GPS 1992 4127-06-001 9274
 AD8681_MARK LOGO: FL-015
 AD8681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8681+STABILITY: SURFACE MOTION
 AD8681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8681+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AD8681
 AD8681  HISTORY     - Date     Condition        Report By
 AD8681  HISTORY     - 1992     MONUMENTED       FL-015
 AD8681  HISTORY     - 19920921 GOOD             DENI
 AD8681  HISTORY     - 20040708 GOOD             PICKET
 AD8681
 AD8681                          STATION DESCRIPTION
 AD8681
 AD8681'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8681'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8681'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF SECTION 6, TWP 41S,
 AD8681'RGE 27E, 6.1 MI (9.8 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE,
 AD8681'6.1 MI (9.8 KM) WEST OF THE CHARLOTTE/GLADES COUNTY LINE, 23.9 MI
 AD8681'(38.5 KM) EAST OF PUNTA GORDA.
 AD8681'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8681'74 IN NORTHEAST CHARLOTTE COUNTY, GO 6.1 MI (9.8 KM) EAST ON COUNTY
 AD8681'ROAD 74 TO TRIBRITTON ROAD AND THE STATION ON THE RIGHT.
 AD8681'STATION IS 37.3 FT (11.4 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 74,
 AD8681'18 FT (5.5 M) EAST OF THE CENTERLINE OF TRIBRITTON ROAD PROJECTED
 AD8681'SOUTH, 92.5 FT (28.2 M) EAST OF THE CENTERLINE OF A GRAVEL DRIVE
 AD8681'LEADING SOUTH, 79.1 NORTHEAST OF A GUY POLE, 34.3 FT (10.5 M)
 AD8681'NORTHEAST OF A FENCE INTERSECTION, 14.4 FT (4.4 M) NORTH OF A FENCE,
 AD8681'12.0 FT (3.7 M) NORTH OF A WITNESS POST.
 AD8681'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8681'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 3 INCHES
 AD8681'BELOW GROUND LEVEL.
 AD8681
 AD8681                          STATION RECOVERY (2004)
 AD8681
 AD8681'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2004 (HS)
 AD8681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0257 ***********************************************************************
 AG0257  DESIGNATION -  413 FLHD
 AG0257  PID         -  AG0257
 AG0257  STATE/COUNTY-  FL/PINELLAS
 AG0257  USGS QUAD   -  ST PETERSBURG (1987)
 AG0257
 AG0257                         *CURRENT SURVEY CONTROL
 AG0257  ___________________________________________________________________
 AG0257* NAD 83(1986)-  27 50 19.     (N)    082 42 53.     (W)     SCALED    
 AG0257* NAVD 88     -         4.563  (meters)      14.97   (feet)  ADJUSTED  
 AG0257  ___________________________________________________________________
 AG0257  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG0257  DYNAMIC HT  -           4.557 (meters)      14.95  (feet)  COMP
 AG0257  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AG0257
 AG0257  VERT ORDER  -  SECOND    CLASS II
 AG0257
 AG0257.The horizontal coordinates were scaled from a topographic map and have
 AG0257.an estimated accuracy of +/- 6 seconds.
 AG0257
 AG0257.The orthometric height was determined by differential leveling
 AG0257.and adjusted by the National Geodetic Survey in June 1991..
 AG0257
 AG0257.The geoid height was determined by GEOID03.
 AG0257
 AG0257.The dynamic height is computed by dividing the NAVD 88
 AG0257.geopotential number by the normal gravity value computed on the
 AG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0257.degrees latitude (g = 980.6199 gals.).
 AG0257
 AG0257.The modeled gravity was interpolated from observed gravity values.
 AG0257
 AG0257;                    North         East    Units  Estimated Accuracy
 AG0257;SPC FL W     -   388,530.      129,600.      MT  (+/- 180 meters Scaled)
 AG0257
 AG0257                          SUPERSEDED SURVEY CONTROL
 AG0257
 AG0257  NGVD 29 (??/??/92)    4.827  (m)           15.84   (f) ADJ UNCH    2 2
 AG0257
 AG0257.Superseded values are not recommended for survey control.
 AG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0257.See file dsdata.txt to determine how the superseded data were derived.
 AG0257
 AG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311805(NAD 83)
 AG0257_MARKER: DD = SURVEY DISK
 AG0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0257_SP_SET: INLET
 AG0257_STAMPING: 413
 AG0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0257
 AG0257  HISTORY     - Date     Condition        Report By
 AG0257  HISTORY     - UNK      MONUMENTED       FLHD
 AG0257  HISTORY     - 1976     GOOD             NGS
 AG0257  HISTORY     - 19981103 GOOD             USPSQD
 AG0257  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 AG0257
 AG0257                          STATION DESCRIPTION
 AG0257
 AG0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0257'IN PINELLAS PARK.
 AG0257'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0257'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0257'SR-694 FOR 0.85 MILES.  STATION ON RIGHT, 41.5 FT. SOUTH OF THE
 AG0257'CENTERLINE OF 74TH AVE. N., 225.9 FT. EAST OF THE CENTERLINE OF 60TH
 AG0257'ST. N.  SET IN THE TOP OF A CONCRETE INLET.  SECTION 29, T 30, R 16.
 AG0257
 AG0257                          STATION RECOVERY (1998)
 AG0257
 AG0257'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0257'RECOVERED IN GOOD CONDITION.
 AG0257
 AG0257                          STATION RECOVERY (2005)
 AG0257
 AG0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 AG0257'NEW CURBS HAVE BEEN INSTALLED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5695 ***********************************************************************
 AD5695  DESIGNATION -  414 FLHD
 AD5695  PID         -  AD5695
 AD5695  STATE/COUNTY-  FL/BROWARD
 AD5695  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5695
 AD5695                         *CURRENT SURVEY CONTROL
 AD5695  ___________________________________________________________________
 AD5695* NAD 83(1986)-  26 05 21.     (N)    080 10 03.     (W)     SCALED    
 AD5695* NAVD 88     -         8.613  (meters)      28.26   (feet)  ADJUSTED  
 AD5695  ___________________________________________________________________
 AD5695  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AD5695  DYNAMIC HT  -           8.599 (meters)      28.21  (feet)  COMP
 AD5695  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AD5695
 AD5695  VERT ORDER  -  FIRST     CLASS II
 AD5695
 AD5695.The horizontal coordinates were scaled from a topographic map and have
 AD5695.an estimated accuracy of +/- 6 seconds.
 AD5695
 AD5695.The orthometric height was determined by differential leveling
 AD5695.and adjusted by the National Geodetic Survey in June 1991..
 AD5695
 AD5695.The geoid height was determined by GEOID03.
 AD5695
 AD5695.The dynamic height is computed by dividing the NAVD 88
 AD5695.geopotential number by the normal gravity value computed on the
 AD5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5695.degrees latitude (g = 980.6199 gals.).
 AD5695
 AD5695.The modeled gravity was interpolated from observed gravity values.
 AD5695
 AD5695;                    North         East    Units  Estimated Accuracy
 AD5695;SPC FL E     -   194,760.      283,280.      MT  (+/- 180 meters Scaled)
 AD5695
 AD5695                          SUPERSEDED SURVEY CONTROL
 AD5695
 AD5695  NGVD 29 (09/01/92)    9.102  (m)           29.86   (f) ADJUSTED    1 2
 AD5695
 AD5695.Superseded values are not recommended for survey control.
 AD5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5695.See file dsdata.txt to determine how the superseded data were derived.
 AD5695
 AD5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ832858(NAD 83)
 AD5695_MARKER: DB = BENCH MARK DISK
 AD5695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5695_SP_SET: CONCRETE BRIDGE
 AD5695_STAMPING: 414 29.91
 AD5695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5695
 AD5695  HISTORY     - Date     Condition        Report By
 AD5695  HISTORY     - UNK      MONUMENTED       FLHD
 AD5695  HISTORY     - 1978     GOOD             FL-011
 AD5695  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5695
 AD5695                          STATION DESCRIPTION
 AD5695
 AD5695'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5695'FORT LAUDERDALE.
 AD5695'THE BENCH MARK IS LOCATED ON THE STATE ROAD 84 AND INTERSTATE 95
 AD5695'OVERPASS. MARK BEARS 42 FEET NORTH OF THE CENTER LINE OF STATE
 AD5695'ROAD 84, 45 FEET WEST OF THE CENTER LINE OF INTERSTATE 95 NORTH
 AD5695'BOUND ENTRANCE RAMP, 14 FEET SOUTHWEST OF A SIGNAL POLE, SET IN THE
 AD5695'TOP OF A CONCRETE GUARDRAIL AT THE NORTHEAST CORNER OF A STATE ROAD
 AD5695'84 BRIDGE OVER INTERSTATE 95.
 AD5695
 AD5695                          STATION RECOVERY (1998)
 AD5695
 AD5695'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0258 ***********************************************************************
 AG0258  DESIGNATION -  414 FLHD
 AG0258  PID         -  AG0258
 AG0258  STATE/COUNTY-  FL/PINELLAS
 AG0258  USGS QUAD   -  ST PETERSBURG (1987)
 AG0258
 AG0258                         *CURRENT SURVEY CONTROL
 AG0258  ___________________________________________________________________
 AG0258* NAD 83(1986)-  27 50 19.     (N)    082 42 35.     (W)     SCALED    
 AG0258* NAVD 88     -         4.777  (meters)      15.67   (feet)  ADJUSTED  
 AG0258  ___________________________________________________________________
 AG0258  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0258  DYNAMIC HT  -           4.769 (meters)      15.65  (feet)  COMP
 AG0258  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 AG0258
 AG0258  VERT ORDER  -  SECOND    CLASS II
 AG0258
 AG0258.The horizontal coordinates were scaled from a topographic map and have
 AG0258.an estimated accuracy of +/- 6 seconds.
 AG0258
 AG0258.The orthometric height was determined by differential leveling
 AG0258.and adjusted by the National Geodetic Survey in June 1991..
 AG0258
 AG0258.The geoid height was determined by GEOID03.
 AG0258
 AG0258.The dynamic height is computed by dividing the NAVD 88
 AG0258.geopotential number by the normal gravity value computed on the
 AG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0258.degrees latitude (g = 980.6199 gals.).
 AG0258
 AG0258.The modeled gravity was interpolated from observed gravity values.
 AG0258
 AG0258;                    North         East    Units  Estimated Accuracy
 AG0258;SPC FL W     -   388,530.      130,090.      MT  (+/- 180 meters Scaled)
 AG0258
 AG0258                          SUPERSEDED SURVEY CONTROL
 AG0258
 AG0258  NGVD 29 (??/??/92)    5.040  (m)           16.54   (f) ADJ UNCH    2 2
 AG0258
 AG0258.Superseded values are not recommended for survey control.
 AG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0258.See file dsdata.txt to determine how the superseded data were derived.
 AG0258
 AG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316804(NAD 83)
 AG0258_MARKER: DD = SURVEY DISK
 AG0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0258_SP_SET: INLET
 AG0258_STAMPING: 414
 AG0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0258
 AG0258  HISTORY     - Date     Condition        Report By
 AG0258  HISTORY     - UNK      MONUMENTED       FLHD
 AG0258  HISTORY     - 1976     GOOD             NGS
 AG0258  HISTORY     - 19981103 GOOD             USPSQD
 AG0258
 AG0258                          STATION DESCRIPTION
 AG0258
 AG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0258'IN PINELLAS PARK.
 AG0258'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0258'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0258'S.R. 694 FOR 1.15 MILES TO THE INTERSECTION OF 56TH ST.  STATION ON
 AG0258'RIGHT, S.W. CORNER, 41.3 FT. SOUTH OF THE CENTERLINE OF 74TH AVE. N.,
 AG0258'44.5 FT. WEST OF THE CENTERLINE OF 56TH ST.  SET IN THE TOP OF A
 AG0258'CONCRETE INLET.  SECTION 28, T 30, R 16.
 AG0258
 AG0258                          STATION RECOVERY (1998)
 AG0258
 AG0258'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6170 ***********************************************************************
 AJ6170  DESIGNATION -  41.40
 AJ6170  PID         -  AJ6170
 AJ6170  STATE/COUNTY-  FL/GLADES
 AJ6170  USGS QUAD   -  OKEECHOBEE (1972)
 AJ6170
 AJ6170                         *CURRENT SURVEY CONTROL
 AJ6170  ___________________________________________________________________
 AJ6170* NAD 83(1986)-  27 08 50.     (N)    080 52 21.     (W)     SCALED    
 AJ6170* NAVD 88     -        12.297  (meters)      40.34   (feet)  ADJUSTED  
 AJ6170  ___________________________________________________________________
 AJ6170  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AJ6170  DYNAMIC HT  -          12.278 (meters)      40.28  (feet)  COMP
 AJ6170  MODELED GRAV-     979,084.0   (mgal)                       NAVD 88
 AJ6170
 AJ6170  VERT ORDER  -  FIRST     CLASS II
 AJ6170
 AJ6170.The horizontal coordinates were scaled from a topographic map and have
 AJ6170.an estimated accuracy of +/- 6 seconds.
 AJ6170
 AJ6170.The orthometric height was determined by differential leveling
 AJ6170.and adjusted by the National Geodetic Survey in January 2002..
 AJ6170
 AJ6170.The geoid height was determined by GEOID03.
 AJ6170
 AJ6170.The dynamic height is computed by dividing the NAVD 88
 AJ6170.geopotential number by the normal gravity value computed on the
 AJ6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6170.degrees latitude (g = 980.6199 gals.).
 AJ6170
 AJ6170.The modeled gravity was interpolated from observed gravity values.
 AJ6170
 AJ6170;                    North         East    Units  Estimated Accuracy
 AJ6170;SPC FL E     -   311,720.      212,640.      MT  (+/- 180 meters Scaled)
 AJ6170
 AJ6170                          SUPERSEDED SURVEY CONTROL
 AJ6170
 AJ6170.No superseded survey control is available for this station.
 AJ6170
 AJ6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL126027(NAD 83)
 AJ6170_MARKER: DD = SURVEY DISK
 AJ6170_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ6170_SP_SET: BRIDGE GUARDRAIL
 AJ6170_STAMPING: SFWMD 41.40 GL-36 1982 BM
 AJ6170_MARK LOGO: FLSRD 
 AJ6170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6170+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2001
 AJ6170
 AJ6170  HISTORY     - Date     Condition        Report By
 AJ6170  HISTORY     - 1982     MONUMENTED
 AJ6170  HISTORY     - 20010610 GOOD             EMCINC
 AJ6170
 AJ6170                          STATION DESCRIPTION
 AJ6170
 AJ6170'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ6170'THE STATION IS LOCATED APPROXIMATELY 7.6 KILOMETERS (4.7 MILES)
 AJ6170'SOUTHWEST OF OKEECHOBEE, FLORIDA ON STATE ROAD 78 AT THE
 AJ6170'SOUTHWEST CORNER OF A BRIDGE OVER THE KISSIMMEE RIVER.
 AJ6170'LOCATED ON THE OKEECHOBEE QUAD TOWNSHIP 38 SOUTH, RANGE 35 EAST.
 AJ6170' 
 AJ6170'OWNERSHIP   THE MARK IS ON THE HIGHWAY RIGHT OF WAY.
 AJ6170' 
 AJ6170'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441
 AJ6170'AND STATE ROAD 78 IN OKEECHOBEE, FLORIDA GO SOUTHWEST ON STATE
 AJ6170'ROAD 78 FOR 7.58 KILOMETERS (4.7 MILES) TO THE MARK ON LEFT, ON THE
 AJ6170'TOP
 AJ6170'OF THE CONCRETE GUARD RAIL ON THE SOUTHWEST CORNER OF A BRIDGE
 AJ6170'OVER KISSIMMEE RIVER.
 AJ6170' 
 AJ6170'THE STATION IS 0.9 METERS (3.0 FEET) ABOVE THE ROADWAY OF STATE
 AJ6170'ROAD 78, 4.7 METERS (15.4 FEET) SOUTHEAST OF THE CENTER OF STATE
 AJ6170'ROAD 78 (TWO LANE ROAD), 2.3 METERS (7.5 FEET) NORTHEAST OF THE
 AJ6170'WEST END OF THE CONCRETE GUARD RAIL.  THE MARK IS SET
 AJ6170'FLUSH WITH THE TOP OF THE CONCRETE GUARD RAIL ON THE SOUTH END
 AJ6170'OF THE WEST ABUTMENT OF THE BRIDGE.
 AJ6170' 
 AJ6170' 
 AJ6170' 
 AJ6170'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6669 ***********************************************************************
 DE6669  DESIGNATION -  415 93 A04
 DE6669  PID         -  DE6669
 DE6669  STATE/COUNTY-  FL/VOLUSIA
 DE6669  USGS QUAD   -  LAKE HELEN (1980)
 DE6669
 DE6669                         *CURRENT SURVEY CONTROL
 DE6669  ___________________________________________________________________
 DE6669* NAD 83(1986)-  28 52 37.     (N)    081 09 26.     (W)     SCALED    
 DE6669* NAVD 88     -        11.332  (meters)      37.18   (feet)  ADJUSTED  
 DE6669  ___________________________________________________________________
 DE6669  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DE6669  DYNAMIC HT  -          11.316 (meters)      37.13  (feet)  COMP
 DE6669  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 DE6669
 DE6669  VERT ORDER  -  SECOND    CLASS I
 DE6669
 DE6669.The horizontal coordinates were scaled from a topographic map and have
 DE6669.an estimated accuracy of +/- 6 seconds.
 DE6669
 DE6669.The orthometric height was determined by differential leveling
 DE6669.and adjusted by the National Geodetic Survey in May 2004..
 DE6669
 DE6669.The geoid height was determined by GEOID03.
 DE6669
 DE6669.The dynamic height is computed by dividing the NAVD 88
 DE6669.geopotential number by the normal gravity value computed on the
 DE6669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6669.degrees latitude (g = 980.6199 gals.).
 DE6669
 DE6669.The modeled gravity was interpolated from observed gravity values.
 DE6669
 DE6669;                    North         East    Units  Estimated Accuracy
 DE6669;SPC FL E     -   503,400.      184,660.      MT  (+/- 180 meters Scaled)
 DE6669
 DE6669                          SUPERSEDED SURVEY CONTROL
 DE6669
 DE6669.No superseded survey control is available for this station.
 DE6669
 DE6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM846943(NAD 83)
 DE6669_MARKER: DD = SURVEY DISK
 DE6669_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6669_STAMPING: 415 93 A04
 DE6669_MARK LOGO: FLDT  
 DE6669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6669+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 DE6669
 DE6669  HISTORY     - Date     Condition        Report By
 DE6669  HISTORY     - UNK      MONUMENTED       FLDT
 DE6669  HISTORY     - 19980909 GOOD             FLDEP
 DE6669
 DE6669                          STATION DESCRIPTION
 DE6669
 DE6669'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6669'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTHEAST OF SANFORD, 2.0 MI (3.2
 DE6669'KM) NORTHEAST OF OSTEEN IN SECTION 31, TOWNSHIP 18 SOUTH, RANGE 32
 DE6669'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 AND
 DE6669'STATE ROAD 415 IN OSTEEN, GO NORTHEAST ON STATE ROAD 415 FOR 1.85 MI
 DE6669'(2.98 KM) TO THE JUNCTION OF FORT SMITH BOULEVARD ON THE LEFT,
 DE6669'CONTINUE NORTHEAST ON STATE ROAD 415 FOR 0.1 MI (0.2 KM) TO THE MARK
 DE6669'ON THE LEFT, SET IN THE TOP OF A PREFABRICATED 4X4 CONCRETE POST
 DE6669'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND 4.0 FT
 DE6669'(1.2 M) BELOW THE LEVEL OF STATE ROAD 415. LOCATED 45.2 FT (13.8 M)
 DE6669'NORTHWEST OF THE CENTERLINE OF STATE ROAD 415, 40.0 FT (12.2 M)
 DE6669'NORTHEAST OF THE CENTERLINE OF A CLOSED ROAD LEADING NORTH AND 1.0 FT
 DE6669'(0.3 M) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0259 ***********************************************************************
 AG0259  DESIGNATION -  415 FLHD
 AG0259  PID         -  AG0259
 AG0259  STATE/COUNTY-  FL/PINELLAS
 AG0259  USGS QUAD   -  ST PETERSBURG (1987)
 AG0259
 AG0259                         *CURRENT SURVEY CONTROL
 AG0259  ___________________________________________________________________
 AG0259* NAD 83(1986)-  27 50 19.     (N)    082 42 23.     (W)     SCALED    
 AG0259* NAVD 88     -         4.655  (meters)      15.27   (feet)  ADJUSTED  
 AG0259  ___________________________________________________________________
 AG0259  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0259  DYNAMIC HT  -           4.648 (meters)      15.25  (feet)  COMP
 AG0259  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AG0259
 AG0259  VERT ORDER  -  SECOND    CLASS II
 AG0259
 AG0259.The horizontal coordinates were scaled from a topographic map and have
 AG0259.an estimated accuracy of +/- 6 seconds.
 AG0259
 AG0259.The orthometric height was determined by differential leveling
 AG0259.and adjusted by the National Geodetic Survey in June 1991..
 AG0259
 AG0259.The geoid height was determined by GEOID03.
 AG0259
 AG0259.The dynamic height is computed by dividing the NAVD 88
 AG0259.geopotential number by the normal gravity value computed on the
 AG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0259.degrees latitude (g = 980.6199 gals.).
 AG0259
 AG0259.The modeled gravity was interpolated from observed gravity values.
 AG0259
 AG0259;                    North         East    Units  Estimated Accuracy
 AG0259;SPC FL W     -   388,530.      130,420.      MT  (+/- 180 meters Scaled)
 AG0259
 AG0259                          SUPERSEDED SURVEY CONTROL
 AG0259
 AG0259  NGVD 29 (??/??/92)    4.918  (m)           16.14   (f) ADJ UNCH    2 2
 AG0259
 AG0259.Superseded values are not recommended for survey control.
 AG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0259.See file dsdata.txt to determine how the superseded data were derived.
 AG0259
 AG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL319804(NAD 83)
 AG0259_MARKER: DD = SURVEY DISK
 AG0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0259_SP_SET: INLET
 AG0259_STAMPING: 415
 AG0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0259
 AG0259  HISTORY     - Date     Condition        Report By
 AG0259  HISTORY     - UNK      MONUMENTED       FLHD
 AG0259  HISTORY     - 1976     GOOD             NGS
 AG0259  HISTORY     - 19981103 POOR             USPSQD
 AG0259  HISTORY     - 20050125 POOR             USPSQD
 AG0259
 AG0259                          STATION DESCRIPTION
 AG0259
 AG0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0259'IN PINELLAS PARK.
 AG0259'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0259'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0259'S.R. 694 FOR 1.45 MILES.  STATION ON RIGHT, 41.2 FT. SOUTH OF THE
 AG0259'CENTERLINE OF 74TH AVE. N., 32.2 FT. WEST OF A LIGHT POLE (NUMBER
 AG0259'1-78537).  SET IN THE TOP OF A CONCRETE INLET.  SECTION 28, T 30, R
 AG0259'16.
 AG0259
 AG0259                          STATION RECOVERY (1998)
 AG0259
 AG0259'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0259'MARK RECOVERED IN POOR CONDITION.
 AG0259
 AG0259                          STATION RECOVERY (2005)
 AG0259
 AG0259'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0259'STATION IS LOCATED AT 5258 PARK AVE. (74TH AVE) IT IS IN POOR
 AG0259'CONDITION DUE TO THE UPPER RIGHT THIRD BEING MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0260 ***********************************************************************
 AG0260  DESIGNATION -  416 FLHD
 AG0260  PID         -  AG0260
 AG0260  STATE/COUNTY-  FL/PINELLAS
 AG0260  USGS QUAD   -  ST PETERSBURG (1987)
 AG0260
 AG0260                         *CURRENT SURVEY CONTROL
 AG0260  ___________________________________________________________________
 AG0260* NAD 83(1986)-  27 50 31.     (N)    082 41 59.     (W)     SCALED    
 AG0260* NAVD 88     -         4.610  (meters)      15.12   (feet)  ADJUSTED  
 AG0260  ___________________________________________________________________
 AG0260  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG0260  DYNAMIC HT  -           4.603 (meters)      15.10  (feet)  COMP
 AG0260  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AG0260
 AG0260  VERT ORDER  -  SECOND    CLASS II
 AG0260
 AG0260.The horizontal coordinates were scaled from a topographic map and have
 AG0260.an estimated accuracy of +/- 6 seconds.
 AG0260
 AG0260.The orthometric height was determined by differential leveling
 AG0260.and adjusted by the National Geodetic Survey in June 1991..
 AG0260
 AG0260.The geoid height was determined by GEOID03.
 AG0260
 AG0260.The dynamic height is computed by dividing the NAVD 88
 AG0260.geopotential number by the normal gravity value computed on the
 AG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0260.degrees latitude (g = 980.6199 gals.).
 AG0260
 AG0260.The modeled gravity was interpolated from observed gravity values.
 AG0260
 AG0260;                    North         East    Units  Estimated Accuracy
 AG0260;SPC FL W     -   388,890.      131,080.      MT  (+/- 180 meters Scaled)
 AG0260
 AG0260                          SUPERSEDED SURVEY CONTROL
 AG0260
 AG0260  NGVD 29 (??/??/92)    4.873  (m)           15.99   (f) ADJ UNCH    2 2
 AG0260
 AG0260.Superseded values are not recommended for survey control.
 AG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0260.See file dsdata.txt to determine how the superseded data were derived.
 AG0260
 AG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326808(NAD 83)
 AG0260_MARKER: DD = SURVEY DISK
 AG0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0260_SP_SET: INLET
 AG0260_STAMPING: 416
 AG0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0260
 AG0260  HISTORY     - Date     Condition        Report By
 AG0260  HISTORY     - UNK      MONUMENTED       FLHD
 AG0260  HISTORY     - 1976     GOOD             NGS
 AG0260  HISTORY     - 19991129 GOOD             USPSQD
 AG0260  HISTORY     - 20010331 GOOD             NGS
 AG0260
 AG0260                          STATION DESCRIPTION
 AG0260
 AG0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0260'IN PINELLAS PARK.
 AG0260'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0260'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0260'S.R. 694 FOR 1.65 MILES TO THE INTERSECTION OF 50TH ST.  STATION ON
 AG0260'RIGHT, 41.2 FT. SOUTH OF THE CENTERLINE OF 74TH AVE. N., 42.7 FT. WEST
 AG0260'OF THE CENTERLINE OF 50TH ST.  SET IN THE TOP OF A CONCRETE INLET.
 AG0260'SECTION 28, T 30, R 16.
 AG0260
 AG0260                          STATION RECOVERY (1999)
 AG0260
 AG0260'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0260'RECOVERED IN GOOD CONDITION.
 AG0260
 AG0260                          STATION RECOVERY (2001)
 AG0260
 AG0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0261 ***********************************************************************
 AG0261  DESIGNATION -  417 FLHD
 AG0261  PID         -  AG0261
 AG0261  STATE/COUNTY-  FL/PINELLAS
 AG0261  USGS QUAD   -  ST PETERSBURG (1987)
 AG0261
 AG0261                         *CURRENT SURVEY CONTROL
 AG0261  ___________________________________________________________________
 AG0261* NAD 83(1986)-  27 50 19.     (N)    082 41 47.     (W)     SCALED    
 AG0261* NAVD 88     -         4.784  (meters)      15.70   (feet)  ADJUSTED  
 AG0261  ___________________________________________________________________
 AG0261  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG0261  DYNAMIC HT  -           4.777 (meters)      15.67  (feet)  COMP
 AG0261  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AG0261
 AG0261  VERT ORDER  -  SECOND    CLASS II
 AG0261
 AG0261.The horizontal coordinates were scaled from a topographic map and have
 AG0261.an estimated accuracy of +/- 6 seconds.
 AG0261
 AG0261.The orthometric height was determined by differential leveling
 AG0261.and adjusted by the National Geodetic Survey in June 1991..
 AG0261
 AG0261.The geoid height was determined by GEOID03.
 AG0261
 AG0261.The dynamic height is computed by dividing the NAVD 88
 AG0261.geopotential number by the normal gravity value computed on the
 AG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0261.degrees latitude (g = 980.6199 gals.).
 AG0261
 AG0261.The modeled gravity was interpolated from observed gravity values.
 AG0261
 AG0261;                    North         East    Units  Estimated Accuracy
 AG0261;SPC FL W     -   388,520.      131,400.      MT  (+/- 180 meters Scaled)
 AG0261
 AG0261                          SUPERSEDED SURVEY CONTROL
 AG0261
 AG0261  NGVD 29 (??/??/92)    5.047  (m)           16.56   (f) ADJ UNCH    2 2
 AG0261
 AG0261.Superseded values are not recommended for survey control.
 AG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0261.See file dsdata.txt to determine how the superseded data were derived.
 AG0261
 AG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329804(NAD 83)
 AG0261_MARKER: DD = SURVEY DISK
 AG0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0261_SP_SET: INLET
 AG0261_STAMPING: 417
 AG0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0261+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AG0261
 AG0261  HISTORY     - Date     Condition        Report By
 AG0261  HISTORY     - UNK      MONUMENTED       FLHD
 AG0261  HISTORY     - 1976     GOOD             NGS
 AG0261  HISTORY     - 19981103 GOOD             USPSQD
 AG0261  HISTORY     - 20050118 GOOD             USPSQD
 AG0261
 AG0261                          STATION DESCRIPTION
 AG0261
 AG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0261'IN PINELLAS PARK.
 AG0261'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0261'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0261'0.15 MILES.  STATION ON RIGHT, 41.2 FT. SOUTH OF THE CENTERLINE OF
 AG0261'74TH AVE. N., 317.0 FT. WEST OF THE CENTERLINE OF 46TH ST.  SET IN THE
 AG0261'TOP OF A CONCRETE INLET.  SECTION 28, T 30, R 16.
 AG0261
 AG0261                          STATION RECOVERY (1998)
 AG0261
 AG0261'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0261'RECOVERED IN GOOD CONDITION.
 AG0261
 AG0261                          STATION RECOVERY (2005)
 AG0261
 AG0261'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 AG0261'LOCATED 12 FEET NE OF STEEL LIGHT POLE B116237
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6697 ***********************************************************************
 AF6697  DESIGNATION -  41.70 FLDT
 AF6697  PID         -  AF6697
 AF6697  STATE/COUNTY-  FL/HIGHLANDS
 AF6697  USGS QUAD   -  OKEECHOBEE NW (1972)
 AF6697
 AF6697                         *CURRENT SURVEY CONTROL
 AF6697  ___________________________________________________________________
 AF6697* NAD 83(1986)-  27 14 18.     (N)    080 58 59.     (W)     SCALED    
 AF6697* NAVD 88     -        12.277  (meters)      40.28   (feet)  ADJUSTED  
 AF6697  ___________________________________________________________________
 AF6697  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AF6697  DYNAMIC HT  -          12.258 (meters)      40.22  (feet)  COMP
 AF6697  MODELED GRAV-     979,102.0   (mgal)                       NAVD 88
 AF6697
 AF6697  VERT ORDER  -  FIRST     CLASS II
 AF6697
 AF6697.The horizontal coordinates were scaled from a topographic map and have
 AF6697.an estimated accuracy of +/- 6 seconds.
 AF6697
 AF6697.The orthometric height was determined by differential leveling
 AF6697.and adjusted by the National Geodetic Survey in June 1991..
 AF6697
 AF6697.The geoid height was determined by GEOID03.
 AF6697
 AF6697.The dynamic height is computed by dividing the NAVD 88
 AF6697.geopotential number by the normal gravity value computed on the
 AF6697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6697.degrees latitude (g = 980.6199 gals.).
 AF6697
 AF6697.The modeled gravity was interpolated from observed gravity values.
 AF6697
 AF6697;                    North         East    Units  Estimated Accuracy
 AF6697;SPC FL E     -   321,810.      201,680.      MT  (+/- 180 meters Scaled)
 AF6697
 AF6697                          SUPERSEDED SURVEY CONTROL
 AF6697
 AF6697  NGVD 29 (09/01/92)   12.642  (m)           41.48   (f) ADJUSTED    1 2
 AF6697
 AF6697.Superseded values are not recommended for survey control.
 AF6697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6697.See file dsdata.txt to determine how the superseded data were derived.
 AF6697
 AF6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL016128(NAD 83)
 AF6697_MARKER: DB = BENCH MARK DISK
 AF6697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF6697_SP_SET: BRIDGE ABUTMENT
 AF6697_STAMPING: 41.70
 AF6697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6697
 AF6697  HISTORY     - Date     Condition        Report By
 AF6697  HISTORY     - UNK      MONUMENTED       FLDT
 AF6697  HISTORY     - 1979     GOOD             NGS
 AF6697
 AF6697                          STATION DESCRIPTION
 AF6697
 AF6697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6697'9.5 MI WEST FROM OKEECHOBEE.
 AF6697'9.5 MILES WEST ALONG STATE HIGHWAY 70 FROM THE OKEECHOBEE CITY HALL,
 AF6697'AT THE KISSIMMEE RIVER, SET IN THE TOP OF AND 1 FOOT EAST OF THE WEST
 AF6697'END OF THE SOUTH CONCRETE BRIDGE ABUTMENT, 11 FEET SOUTH OF THE
 AF6697'CENTERLINE OF THE HIGHWAY.
 AF6697'THE MARK IS 1 FT ABOVE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0262 ***********************************************************************
 AG0262  DESIGNATION -  418 FLHD
 AG0262  PID         -  AG0262
 AG0262  STATE/COUNTY-  FL/PINELLAS
 AG0262  USGS QUAD   -  ST PETERSBURG (1987)
 AG0262
 AG0262                         *CURRENT SURVEY CONTROL
 AG0262  ___________________________________________________________________
 AG0262* NAD 83(1986)-  27 50 25.     (N)    082 41 47.     (W)     SCALED    
 AG0262* NAVD 88     -         4.101  (meters)      13.45   (feet)  ADJUSTED  
 AG0262  ___________________________________________________________________
 AG0262  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG0262  DYNAMIC HT  -           4.095 (meters)      13.44  (feet)  COMP
 AG0262  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AG0262
 AG0262  VERT ORDER  -  SECOND    CLASS II
 AG0262
 AG0262.The horizontal coordinates were scaled from a topographic map and have
 AG0262.an estimated accuracy of +/- 6 seconds.
 AG0262
 AG0262.The orthometric height was determined by differential leveling
 AG0262.and adjusted by the National Geodetic Survey in June 1991..
 AG0262
 AG0262.The geoid height was determined by GEOID03.
 AG0262
 AG0262.The dynamic height is computed by dividing the NAVD 88
 AG0262.geopotential number by the normal gravity value computed on the
 AG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0262.degrees latitude (g = 980.6199 gals.).
 AG0262
 AG0262.The modeled gravity was interpolated from observed gravity values.
 AG0262
 AG0262;                    North         East    Units  Estimated Accuracy
 AG0262;SPC FL W     -   388,710.      131,400.      MT  (+/- 180 meters Scaled)
 AG0262
 AG0262                          SUPERSEDED SURVEY CONTROL
 AG0262
 AG0262  NGVD 29 (??/??/92)    4.364  (m)           14.32   (f) ADJ UNCH    2 2
 AG0262
 AG0262.Superseded values are not recommended for survey control.
 AG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0262.See file dsdata.txt to determine how the superseded data were derived.
 AG0262
 AG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329806(NAD 83)
 AG0262_MARKER: DD = SURVEY DISK
 AG0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0262_SP_SET: HEADWALL
 AG0262_STAMPING: 418
 AG0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0262
 AG0262  HISTORY     - Date     Condition        Report By
 AG0262  HISTORY     - UNK      MONUMENTED       FLHD
 AG0262  HISTORY     - 1976     GOOD             NGS
 AG0262  HISTORY     - 1989     GOOD             USPSQD
 AG0262  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 AG0262  HISTORY     - 20050118 GOOD             USPSQD
 AG0262
 AG0262                          STATION DESCRIPTION
 AG0262
 AG0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0262'IN PINELLAS PARK.
 AG0262'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0262'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0262'0.25 MILES TO THE INTERSECTION OF 46TH ST.  STATION ON LEFT, 320.0 FT.
 AG0262'NORTH OF THE CENTERLINE OF 74TH AVE. N., 14.0 FT. WEST OF THE EXTENDED
 AG0262'CENTERLINE OF 46TH ST., 15.6 FT. N.W. OF A HOLLY BUSH.  SET IN THE TOP
 AG0262'OF A CONCRETE HEADWALL.  SECTION 28, T 30, R 16.
 AG0262
 AG0262                          STATION RECOVERY (1989)
 AG0262
 AG0262'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0262'RECOVERED IN GOOD CONDITION.
 AG0262
 AG0262                          STATION RECOVERY (1998)
 AG0262
 AG0262'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0262'MARK NOT FOUND.
 AG0262
 AG0262                          STATION RECOVERY (2005)
 AG0262
 AG0262'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0262'LOCATED 4 FEET  BEHIND A CHAIN LINK FENCE PROTECTING A DRAINAGE AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0263 ***********************************************************************
 AG0263  DESIGNATION -  419 FLHD
 AG0263  PID         -  AG0263
 AG0263  STATE/COUNTY-  FL/PINELLAS
 AG0263  USGS QUAD   -  ST PETERSBURG (1987)
 AG0263
 AG0263                         *CURRENT SURVEY CONTROL
 AG0263  ___________________________________________________________________
 AG0263* NAD 83(1986)-  27 50 19.     (N)    082 41 35.     (W)     SCALED    
 AG0263* NAVD 88     -         4.444  (meters)      14.58   (feet)  ADJUSTED  
 AG0263  ___________________________________________________________________
 AG0263  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG0263  DYNAMIC HT  -           4.438 (meters)      14.56  (feet)  COMP
 AG0263  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 AG0263
 AG0263  VERT ORDER  -  SECOND    CLASS II
 AG0263
 AG0263.The horizontal coordinates were scaled from a topographic map and have
 AG0263.an estimated accuracy of +/- 6 seconds.
 AG0263
 AG0263.The orthometric height was determined by differential leveling
 AG0263.and adjusted by the National Geodetic Survey in June 1991..
 AG0263
 AG0263.The geoid height was determined by GEOID03.
 AG0263
 AG0263.The dynamic height is computed by dividing the NAVD 88
 AG0263.geopotential number by the normal gravity value computed on the
 AG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0263.degrees latitude (g = 980.6199 gals.).
 AG0263
 AG0263.The modeled gravity was interpolated from observed gravity values.
 AG0263
 AG0263;                    North         East    Units  Estimated Accuracy
 AG0263;SPC FL W     -   388,520.      131,730.      MT  (+/- 180 meters Scaled)
 AG0263
 AG0263                          SUPERSEDED SURVEY CONTROL
 AG0263
 AG0263  NGVD 29 (??/??/92)    4.707  (m)           15.44   (f) ADJ UNCH    2 2
 AG0263
 AG0263.Superseded values are not recommended for survey control.
 AG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0263.See file dsdata.txt to determine how the superseded data were derived.
 AG0263
 AG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL332804(NAD 83)
 AG0263_MARKER: DD = SURVEY DISK
 AG0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0263_SP_SET: INLET
 AG0263_STAMPING: 419
 AG0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0263+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AG0263
 AG0263  HISTORY     - Date     Condition        Report By
 AG0263  HISTORY     - UNK      MONUMENTED       FLHD
 AG0263  HISTORY     - 1976     GOOD             NGS
 AG0263  HISTORY     - 19981103 GOOD             USPSQD
 AG0263  HISTORY     - 20050118 GOOD             USPSQD
 AG0263
 AG0263                          STATION DESCRIPTION
 AG0263
 AG0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0263'IN PINELLAS PARK.
 AG0263'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0263'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0263'0.35 MILES TO THE INTERSECTION OF 44TH ST.  STATION ON RIGHT, 41.4 FT.
 AG0263'SOUTH OF THE CENTERLINE OF 74TH AVE. N., 47.7 FT. EAST OF THE
 AG0263'CENTERLINE OF 44TH ST.  SET IN THE TOP OF A CONCRETE INLET.  SECTION
 AG0263'27, T 30, R 16.
 AG0263
 AG0263                          STATION RECOVERY (1998)
 AG0263
 AG0263'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0263'RECOVERED IN GOOD CONDITION.
 AG0263
 AG0263                          STATION RECOVERY (2005)
 AG0263
 AG0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1103 ***********************************************************************
 AQ1103  DESIGNATION -  42 A
 AQ1103  PID         -  AQ1103
 AQ1103  STATE/COUNTY-  FL/VOLUSIA
 AQ1103  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1103
 AQ1103                         *CURRENT SURVEY CONTROL
 AQ1103  ___________________________________________________________________
 AQ1103* NAD 83(1986)-  29 15 25.     (N)    081 06 56.     (W)     SCALED    
 AQ1103* NAVD 88     -        13.732  (meters)      45.05   (feet)  ADJUSTED  
 AQ1103  ___________________________________________________________________
 AQ1103  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ1103  DYNAMIC HT  -          13.713 (meters)      44.99  (feet)  COMP
 AQ1103  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AQ1103
 AQ1103  VERT ORDER  -  SECOND    CLASS I
 AQ1103
 AQ1103.The horizontal coordinates were scaled from a topographic map and have
 AQ1103.an estimated accuracy of +/- 6 seconds.
 AQ1103
 AQ1103.The orthometric height was determined by differential leveling
 AQ1103.and adjusted by the National Geodetic Survey in June 1991..
 AQ1103
 AQ1103.The geoid height was determined by GEOID03.
 AQ1103
 AQ1103.The dynamic height is computed by dividing the NAVD 88
 AQ1103.geopotential number by the normal gravity value computed on the
 AQ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1103.degrees latitude (g = 980.6199 gals.).
 AQ1103
 AQ1103.The modeled gravity was interpolated from observed gravity values.
 AQ1103
 AQ1103;                    North         East    Units  Estimated Accuracy
 AQ1103;SPC FL E     -   545,510.      188,770.      MT  (+/- 180 meters Scaled)
 AQ1103
 AQ1103                          SUPERSEDED SURVEY CONTROL
 AQ1103
 AQ1103  NGVD 29 (??/??/92)   14.071  (m)           46.16   (f) ADJ UNCH    2 0
 AQ1103
 AQ1103.Superseded values are not recommended for survey control.
 AQ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1103.See file dsdata.txt to determine how the superseded data were derived.
 AQ1103
 AQ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN887364(NAD 83)
 AQ1103_MARKER: DD = SURVEY DISK
 AQ1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1103_SP_SET: BRIDGE
 AQ1103_STAMPING: 42 A
 AQ1103_MARK LOGO: FLDT  
 AQ1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1103+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1999
 AQ1103
 AQ1103  HISTORY     - Date     Condition        Report By
 AQ1103  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1103  HISTORY     - 1972     GOOD             FLDT
 AQ1103  HISTORY     - 19990221 GOOD             FLDEP
 AQ1103
 AQ1103                          STATION DESCRIPTION
 AQ1103
 AQ1103'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1103'2.8 MI SW FROM ORMOND BEACH.
 AQ1103'FROM THE INTERSECTION OF SR-40 WITH SR-5A IN ORMOND BEACH PROCEED
 AQ1103'SW ON SR-40 FOR 2.8 MILES TO INTERSECTION WITH I-95 AND BENCH
 AQ1103'MARK, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK PRESET FLUSH
 AQ1103'IN THE SE CORNER OF I-95 NORTHBOUND LANE CONCRETE BRIDGE GUARD
 AQ1103'RAIL OVER SR-40.  IT IS 5.0 FEET NW OF SE CORNER OF CONCRETE
 AQ1103'GUARD RAIL AND 22.0 FEET EAST OF CENTERLINE OF I-95 NORTHBOUND
 AQ1103'LANE.  SECTION 30, T14S, R32E.
 AQ1103
 AQ1103                          STATION RECOVERY (1999)
 AQ1103
 AQ1103'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1103'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1099 ***********************************************************************
 AQ1099  DESIGNATION -  42 B
 AQ1099  PID         -  AQ1099
 AQ1099  STATE/COUNTY-  FL/VOLUSIA
 AQ1099  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1099
 AQ1099                         *CURRENT SURVEY CONTROL
 AQ1099  ___________________________________________________________________
 AQ1099* NAD 83(1986)-  29 15 27.     (N)    081 06 55.     (W)     SCALED    
 AQ1099* NAVD 88     -        13.738  (meters)      45.07   (feet)  ADJUSTED  
 AQ1099  ___________________________________________________________________
 AQ1099  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ1099  DYNAMIC HT  -          13.719 (meters)      45.01  (feet)  COMP
 AQ1099  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AQ1099
 AQ1099  VERT ORDER  -  SECOND    CLASS I
 AQ1099
 AQ1099.The horizontal coordinates were scaled from a topographic map and have
 AQ1099.an estimated accuracy of +/- 6 seconds.
 AQ1099
 AQ1099.The orthometric height was determined by differential leveling
 AQ1099.and adjusted by the National Geodetic Survey in June 1991..
 AQ1099
 AQ1099.The geoid height was determined by GEOID03.
 AQ1099
 AQ1099.The dynamic height is computed by dividing the NAVD 88
 AQ1099.geopotential number by the normal gravity value computed on the
 AQ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1099.degrees latitude (g = 980.6199 gals.).
 AQ1099
 AQ1099.The modeled gravity was interpolated from observed gravity values.
 AQ1099
 AQ1099;                    North         East    Units  Estimated Accuracy
 AQ1099;SPC FL E     -   545,580.      188,800.      MT  (+/- 180 meters Scaled)
 AQ1099
 AQ1099                          SUPERSEDED SURVEY CONTROL
 AQ1099
 AQ1099  NGVD 29 (??/??/92)   14.077  (m)           46.18   (f) ADJ UNCH    2 0
 AQ1099
 AQ1099.Superseded values are not recommended for survey control.
 AQ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1099.See file dsdata.txt to determine how the superseded data were derived.
 AQ1099
 AQ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN888365(NAD 83)
 AQ1099_MARKER: DD = SURVEY DISK
 AQ1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1099_SP_SET: BRIDGE
 AQ1099_STAMPING: 42 B
 AQ1099_MARK LOGO: FLDT  
 AQ1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1099+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1999
 AQ1099
 AQ1099  HISTORY     - Date     Condition        Report By
 AQ1099  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1099  HISTORY     - 1972     GOOD             FLDT
 AQ1099  HISTORY     - 19990131 GOOD             FLDEP
 AQ1099
 AQ1099                          STATION DESCRIPTION
 AQ1099
 AQ1099'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1099'2.8 MI SW FROM ORMOND BEACH.
 AQ1099'FROM THE INTERSECTION OF SR-40 WITH SR-5A IN ORMOND BEACH PROCEED
 AQ1099'SW ON SR-40 FOR 2.8 MILES TO INTERSECTION WITH I-95 AND BENCH
 AQ1099'MARK, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK PRESET FLUSH
 AQ1099'IN NW END OF I-95 SOUTHBOUND LANE CONCRETE BRIDGE GUARD RAIL
 AQ1099'OVER SR-40.  IT IS 5.0 FEET SE OF NW END OF CONCRETE GUARD RAIL
 AQ1099'AND 22.0 FEET WEST OF CENTERLINE I95 SOUTHBOUND LANE.  SECTION
 AQ1099'30, T14S, R32E.
 AQ1099
 AQ1099                          STATION RECOVERY (1999)
 AQ1099
 AQ1099'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1099'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0125 ***********************************************************************
 BE0125  DESIGNATION -  42 WSM USGS
 BE0125  PID         -  BE0125
 BE0125  STATE/COUNTY-  FL/JACKSON
 BE0125  USGS QUAD   -  SILLS (1994)
 BE0125
 BE0125                         *CURRENT SURVEY CONTROL
 BE0125  ___________________________________________________________________
 BE0125* NAD 83(1986)-  30 55 49.     (N)    085 18 13.     (W)     SCALED    
 BE0125* NAVD 88     -        33.811  (meters)     110.93   (feet)  ADJUSTED  
 BE0125  ___________________________________________________________________
 BE0125  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BE0125  DYNAMIC HT  -          33.768 (meters)     110.79  (feet)  COMP
 BE0125  MODELED GRAV-     979,368.3   (mgal)                       NAVD 88
 BE0125
 BE0125  VERT ORDER  -  SECOND    CLASS 0
 BE0125
 BE0125.The horizontal coordinates were scaled from a topographic map and have
 BE0125.an estimated accuracy of +/- 6 seconds.
 BE0125
 BE0125.The orthometric height was determined by differential leveling
 BE0125.and adjusted by the National Geodetic Survey in June 1991..
 BE0125
 BE0125.The geoid height was determined by GEOID03.
 BE0125
 BE0125.The dynamic height is computed by dividing the NAVD 88
 BE0125.geopotential number by the normal gravity value computed on the
 BE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0125.degrees latitude (g = 980.6199 gals.).
 BE0125
 BE0125.The modeled gravity was interpolated from observed gravity values.
 BE0125
 BE0125;                    North         East    Units  Estimated Accuracy
 BE0125;SPC FL N     -   214,250.      523,190.      MT  (+/- 180 meters Scaled)
 BE0125
 BE0125                          SUPERSEDED SURVEY CONTROL
 BE0125
 BE0125  NGVD 29 (??/??/92)   33.926  (m)          111.31   (f) ADJ UNCH    2 0
 BE0125
 BE0125.Superseded values are not recommended for survey control.
 BE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0125.See file dsdata.txt to determine how the superseded data were derived.
 BE0125
 BE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV620231(NAD 83)
 BE0125_MARKER: DD = SURVEY DISK
 BE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0125_STAMPING: 42 WSM 1948 111
 BE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0125+STABILITY: SURFACE MOTION
 BE0125
 BE0125  HISTORY     - Date     Condition        Report By
 BE0125  HISTORY     - 1948     MONUMENTED       USGS
 BE0125  HISTORY     - 1952     GOOD             NGS
 BE0125  HISTORY     - 1964     GOOD             NGS
 BE0125  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0125
 BE0125                          STATION DESCRIPTION
 BE0125
 BE0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0125'6 MI E FROM CAMPBELLTON.
 BE0125'ABOUT 5.7 MILES EAST ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT
 BE0125'CAMPBELLTON TO JUNCTION OF A ROAD LEADING SOUTHWEST AT A POINT
 BE0125'ABOUT 0.55 MILE WEST OF BRIDGE OVER MARSHALL CREEK, THENCE ABOUT
 BE0125'0.3 MILE SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.1 MILE SOUTHWEST OF
 BE0125'A ROAD EAST, ABOUT 0.3 MILE NORTHEAST OF A JUNCTION OF A ROAD SOUTH,
 BE0125'18 FEET EAST OF CENTER LINE OF ROAD, 111 FEET SOUTHWEST OF WEST
 BE0125'CORNER OF ST. PHILIPS BAPTIST CHURCH, 98 FEET SOUTH OF CENTER OF
 BE0125'NORTHEAST POINT OF TRIANGLE FORMED BY JUNCTION OF A DIRT ROAD WEST,
 BE0125'60 FEET SOUTH OF A FENCE CORNER, 5 1/2 FEET WEST OF A FENCE LINE,
 BE0125'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BE0125'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BE0125
 BE0125                          STATION RECOVERY (1964)
 BE0125
 BE0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE0125'RECOVERED IN GOOD CONDITION.
 BE0125
 BE0125                          STATION RECOVERY (2001)
 BE0125
 BE0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0125'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0274 ***********************************************************************
 AG0274  DESIGNATION -  420 FLHD
 AG0274  PID         -  AG0274
 AG0274  STATE/COUNTY-  FL/PINELLAS
 AG0274  USGS QUAD   -  ST PETERSBURG (1987)
 AG0274
 AG0274                         *CURRENT SURVEY CONTROL
 AG0274  ___________________________________________________________________
 AG0274* NAD 83(1986)-  27 50 19.     (N)    082 41 17.     (W)     SCALED    
 AG0274* NAVD 88     -         4.356  (meters)      14.29   (feet)  ADJUSTED  
 AG0274  ___________________________________________________________________
 AG0274  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AG0274  DYNAMIC HT  -           4.350 (meters)      14.27  (feet)  COMP
 AG0274  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 AG0274
 AG0274  VERT ORDER  -  SECOND    CLASS II
 AG0274
 AG0274.The horizontal coordinates were scaled from a topographic map and have
 AG0274.an estimated accuracy of +/- 6 seconds.
 AG0274
 AG0274.The orthometric height was determined by differential leveling
 AG0274.and adjusted by the National Geodetic Survey in June 1991..
 AG0274
 AG0274.The geoid height was determined by GEOID03.
 AG0274
 AG0274.The dynamic height is computed by dividing the NAVD 88
 AG0274.geopotential number by the normal gravity value computed on the
 AG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0274.degrees latitude (g = 980.6199 gals.).
 AG0274
 AG0274.The modeled gravity was interpolated from observed gravity values.
 AG0274
 AG0274;                    North         East    Units  Estimated Accuracy
 AG0274;SPC FL W     -   388,520.      132,220.      MT  (+/- 180 meters Scaled)
 AG0274
 AG0274                          SUPERSEDED SURVEY CONTROL
 AG0274
 AG0274  NGVD 29 (??/??/92)    4.619  (m)           15.15   (f) ADJ UNCH    2 2
 AG0274
 AG0274.Superseded values are not recommended for survey control.
 AG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0274.See file dsdata.txt to determine how the superseded data were derived.
 AG0274
 AG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL337804(NAD 83)
 AG0274_MARKER: DD = SURVEY DISK
 AG0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0274_SP_SET: INLET
 AG0274_STAMPING: 420
 AG0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0274+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AG0274
 AG0274  HISTORY     - Date     Condition        Report By
 AG0274  HISTORY     - UNK      MONUMENTED       FLHD
 AG0274  HISTORY     - 1976     GOOD             NGS
 AG0274  HISTORY     - 19981103 GOOD             USPSQD
 AG0274  HISTORY     - 20050118 GOOD             USPSQD
 AG0274
 AG0274                          STATION DESCRIPTION
 AG0274
 AG0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0274'IN PINELLAS PARK.
 AG0274'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0274'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0274'0.70 MILES.  STATION ON RIGHT, 41.3 FT. SOUTH OF THE CENTERLINE OF
 AG0274'74TH AVE. N., 45.2 FT. EAST OF A CONCRETE LIGHT POLE (NO NUMBER). SET
 AG0274'IN THE TOP OF A CONCRETE INLET.  SECTION 27, T 30, R 16.
 AG0274
 AG0274                          STATION RECOVERY (1998)
 AG0274
 AG0274'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0274'RECOVERED IN GOOD CONDITION.
 AG0274
 AG0274                          STATION RECOVERY (2005)
 AG0274
 AG0274'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7268 ***********************************************************************
 AL7268  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7268  DESIGNATION -  4.200 7
 AL7268  PID         -  AL7268
 AL7268  STATE/COUNTY-  FL/CITRUS
 AL7268  USGS QUAD   -  CRYSTAL RIVER (1988)
 AL7268
 AL7268                         *CURRENT SURVEY CONTROL
 AL7268  ___________________________________________________________________
 AL7268* NAD 83(1986)-  28 54 01.     (N)    082 35 36.     (W)     SCALED    
 AL7268* NAVD 88     -         1.024  (meters)       3.36   (feet)  POSTED    
 AL7268  ___________________________________________________________________
 AL7268  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AL7268  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 AL7268  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 AL7268
 AL7268  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7268
 AL7268.The horizontal coordinates were scaled from a topographic map and have
 AL7268.an estimated accuracy of +/- 6 seconds.
 AL7268
 AL7268.The orthometric height was determined by differential leveling
 AL7268.and adjusted by the National Geodetic Survey in 1992..
 AL7268.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7268.rate of 0.0 thru 1.0 mm/km.
 AL7268
 AL7268.This Tidal Bench Mark is designated as VM 7799
 AL7268.by the Center for Operational Oceanographic Products and Services.
 AL7268
 AL7268.The geoid height was determined by GEOID03.
 AL7268
 AL7268.The dynamic height is computed by dividing the NAVD 88
 AL7268.geopotential number by the normal gravity value computed on the
 AL7268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7268.degrees latitude (g = 980.6199 gals.).
 AL7268
 AL7268.The modeled gravity was interpolated from observed gravity values.
 AL7268
 AL7268;                    North         East    Units  Estimated Accuracy
 AL7268;SPC FL W     -   506,120.      142,130.      MT  (+/- 180 meters Scaled)
 AL7268
 AL7268                          SUPERSEDED SURVEY CONTROL
 AL7268
 AL7268.No superseded survey control is available for this station.
 AL7268
 AL7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM446979(NAD 83)
 AL7268_MARKER: DD = SURVEY DISK
 AL7268_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7268_SP_SET: SIDEWALK
 AL7268_STAMPING: 4 200 7 1935
 AL7268_MARK LOGO: USE   
 AL7268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7268
 AL7268  HISTORY     - Date     Condition        Report By
 AL7268  HISTORY     - 1935     MONUMENTED       USE
 AL7268  HISTORY     - 1977     GOOD             FLDNR
 AL7268  HISTORY     - 1985     GOOD             FLDNR
 AL7268  HISTORY     - 19900119 GOOD             USPSQD
 AL7268  HISTORY     - 19910204 GOOD             USPSQD
 AL7268  HISTORY     - 19940518 GOOD             USPSQD
 AL7268  HISTORY     - 20040111 MARK NOT FOUND   FLDEP
 AL7268
 AL7268                          STATION DESCRIPTION
 AL7268
 AL7268'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7268'CRYSTAL RIVER.
 AL7268'MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 495 AND US HIGHWAY
 AL7268'19/98 IN CRYSTAL RIVER, AND IS IN THE NORTHWEST CORNER OF THE
 AL7268'INTERSECTION, 20 FEET WEST OF THE CENTER LINE OF STATE ROAD 495,
 AL7268'CITRUS STREET, 1.8 FEET WEST OF THE CURB, 9 FEET EAST OF LEWIS
 AL7268'OFFICE SUPPLY, 10.5 FEET NORTH OF A POWER POLE.
 AL7268
 AL7268                          STATION RECOVERY (1985)
 AL7268
 AL7268'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (1990)
 AL7268
 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (1991)
 AL7268
 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (1994)
 AL7268
 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (2004)
 AL7268
 AL7268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7268'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0265 ***********************************************************************
 AG0265  DESIGNATION -  421 FLHD
 AG0265  PID         -  AG0265
 AG0265  STATE/COUNTY-  FL/PINELLAS
 AG0265  USGS QUAD   -  CLEARWATER (1987)
 AG0265
 AG0265                         *CURRENT SURVEY CONTROL
 AG0265  ___________________________________________________________________
 AG0265* NAD 83(1986)-  27 56 54.     (N)    082 48 00.     (W)     SCALED    
 AG0265* NAVD 88     -        12.003  (meters)      39.38   (feet)  ADJUSTED  
 AG0265  ___________________________________________________________________
 AG0265  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0265  DYNAMIC HT  -          11.986 (meters)      39.32  (feet)  COMP
 AG0265  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AG0265
 AG0265  VERT ORDER  -  FIRST     CLASS II
 AG0265
 AG0265.The horizontal coordinates were scaled from a topographic map and have
 AG0265.an estimated accuracy of +/- 6 seconds.
 AG0265
 AG0265.The orthometric height was determined by differential leveling
 AG0265.and adjusted by the National Geodetic Survey in June 1991..
 AG0265
 AG0265.The geoid height was determined by GEOID03.
 AG0265
 AG0265.The dynamic height is computed by dividing the NAVD 88
 AG0265.geopotential number by the normal gravity value computed on the
 AG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0265.degrees latitude (g = 980.6199 gals.).
 AG0265
 AG0265.The modeled gravity was interpolated from observed gravity values.
 AG0265
 AG0265;                    North         East    Units  Estimated Accuracy
 AG0265;SPC FL W     -   400,740.      121,280.      MT  (+/- 180 meters Scaled)
 AG0265
 AG0265                          SUPERSEDED SURVEY CONTROL
 AG0265
 AG0265  NGVD 29 (??/??/92)   12.266  (m)           40.24   (f) ADJ UNCH    1 2
 AG0265
 AG0265.Superseded values are not recommended for survey control.
 AG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0265.See file dsdata.txt to determine how the superseded data were derived.
 AG0265
 AG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229927(NAD 83)
 AG0265_MARKER: DD = SURVEY DISK
 AG0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0265_SP_SET: INLET
 AG0265_STAMPING: 421
 AG0265
 AG0265  HISTORY     - Date     Condition        Report By
 AG0265  HISTORY     - UNK      MONUMENTED
 AG0265  HISTORY     - 1976     GOOD             NGS
 AG0265  HISTORY     - 1978     GOOD             NGS
 AG0265  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG0265  HISTORY     - 19950218 GOOD             USPSQD
 AG0265
 AG0265                          STATION DESCRIPTION
 AG0265
 AG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0265'IN CLEARWATER.
 AG0265'TO REACH THE STATION FROM THE INTERSECTION OF U. S. ALT. HWY. 19 (S.R.
 AG0265'595, S. FT. HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY
 AG0265'ON S. FT. HARRISON AVE. FOR 1.2 MILES TO THE INTERSECTION OF LAKEVIEW
 AG0265'RD.  STATION ON LEFT, S.E. CORNER, 37.5 FEET EAST OF THE CENTERLINE OF
 AG0265'S. FT. HARRISON AVE., 22.3 FEET SOUTH OF THE CENTERLINE OF LAKEVIEW
 AG0265'RD., 6.1 FEET N.N.E. OF A SIGNAL POLE (NO NUMBER).  SET IN THE TOP OF
 AG0265'A CONCRETE INLET.  SECTION 21, T 29, R 15.
 AG0265
 AG0265                          STATION RECOVERY (1978)
 AG0265
 AG0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG0265'1.2 MILES SOUTH ALONG STATE HIGHWAYS 595 AND 19 ALT, FROM THE
 AG0265'INTERSECTION OF STATE ROUTE 60 CLEVELAND STREET IN CLEARWATER TO THE
 AG0265'MARK ON THE LEFT, SET IN TOP OF A CONCRETE INLET AT THE SOUTHEAST
 AG0265'CORNER OF LAKEVIEW ROAD, 37.5 FEET EAST OF THE CENTERLINE OF THE
 AG0265'HIGHWAY, 22.3 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.1 FEET
 AG0265'NORTHEAST OF TRAFFIC SIGNAL POLE.
 AG0265
 AG0265                          STATION RECOVERY (1985)
 AG0265
 AG0265'RECOVERY NOTE BY US POWER SQUADRON 1985 (FWB)
 AG0265'MARK NOT FOUND.
 AG0265
 AG0265                          STATION RECOVERY (1995)
 AG0265
 AG0265'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0266 ***********************************************************************
 AG0266  DESIGNATION -  422 FLHD
 AG0266  PID         -  AG0266
 AG0266  STATE/COUNTY-  FL/PINELLAS
 AG0266  USGS QUAD   -  CLEARWATER (1987)
 AG0266
 AG0266                         *CURRENT SURVEY CONTROL
 AG0266  ___________________________________________________________________
 AG0266* NAD 83(1986)-  27 56 31.     (N)    082 45 47.     (W)     SCALED    
 AG0266* NAVD 88     -         7.837  (meters)      25.71   (feet)  ADJUSTED  
 AG0266  ___________________________________________________________________
 AG0266  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG0266  DYNAMIC HT  -           7.825 (meters)      25.67  (feet)  COMP
 AG0266  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AG0266
 AG0266  VERT ORDER  -  SECOND    CLASS II
 AG0266
 AG0266.The horizontal coordinates were scaled from a topographic map and have
 AG0266.an estimated accuracy of +/- 6 seconds.
 AG0266
 AG0266.The orthometric height was determined by differential leveling
 AG0266.and adjusted by the National Geodetic Survey in June 1991..
 AG0266
 AG0266.The geoid height was determined by GEOID03.
 AG0266
 AG0266.The dynamic height is computed by dividing the NAVD 88
 AG0266.geopotential number by the normal gravity value computed on the
 AG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0266.degrees latitude (g = 980.6199 gals.).
 AG0266
 AG0266.The modeled gravity was interpolated from observed gravity values.
 AG0266
 AG0266;                    North         East    Units  Estimated Accuracy
 AG0266;SPC FL W     -   400,010.      124,910.      MT  (+/- 180 meters Scaled)
 AG0266
 AG0266                          SUPERSEDED SURVEY CONTROL
 AG0266
 AG0266  NGVD 29 (??/??/92)    8.099  (m)           26.57   (f) ADJ UNCH    2 2
 AG0266
 AG0266.Superseded values are not recommended for survey control.
 AG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0266.See file dsdata.txt to determine how the superseded data were derived.
 AG0266
 AG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL265920(NAD 83)
 AG0266_MARKER: DD = SURVEY DISK
 AG0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0266_SP_SET: HEADWALL
 AG0266_STAMPING: 422
 AG0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0266
 AG0266  HISTORY     - Date     Condition        Report By
 AG0266  HISTORY     - UNK      MONUMENTED       FLHD
 AG0266  HISTORY     - 1976     GOOD             NGS
 AG0266
 AG0266                          STATION DESCRIPTION
 AG0266
 AG0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0266'IN CLEARWATER.
 AG0266'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19 (S.R.
 AG0266'55) AND S.R. 60 (GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 2.05
 AG0266'TO THE INTERSECTION OF KEENE RD.  TURN LEFT AND RUN SOUTHERLY ON KEENE
 AG0266'RD. FOR 1.30 MILE TO THE INTERSECTION OF NURSERY RD.  STATION ON
 AG0266'RIGHT, 27.5 FT. NORTH OF THE CENTERLINE OF NURSERY RD., 355.0 FT. WEST
 AG0266'OF THE CENTERLINE OF KEENE RD., 54.4 FT.  S.S.W. OF THE S.E. CORNER OF
 AG0266'A SINGLE-STORY CONCRETE BLOCK HOUSE (1752 NURSERY RD.), 33.3 FT. S.W.
 AG0266'OF A POWER AND TELEPHNE POLE (NUMBER 6A-20314R) 11.2 FT. WEST OF THE
 AG0266'WEST EDGE OF A CONCRETE DRIVEWAY (1752 NURSERY RD.). SET IN THE TOP OF
 AG0266'A CONCRETE HEADWALL.  SECTION 23, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8682 ***********************************************************************
 AD8682  DESIGNATION -  4225 32 002
 AD8682  PID         -  AD8682
 AD8682  STATE/COUNTY-  FL/CHARLOTTE
 AD8682  USGS QUAD   -  TUCKERS CORNER (1987)
 AD8682
 AD8682                         *CURRENT SURVEY CONTROL
 AD8682  ___________________________________________________________________
 AD8682* NAD 83(1999)-  26 46 12.94630(N)    081 49 33.74000(W)     ADJUSTED  
 AD8682* NAVD 88     -         7.3    (meters)      24.     (feet)  GPS OBS   
 AD8682  ___________________________________________________________________
 AD8682  X           -     810,190.848 (meters)                     COMP
 AD8682  Y           -  -5,640,491.972 (meters)                     COMP
 AD8682  Z           -   2,855,504.028 (meters)                     COMP
 AD8682  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AD8682  ELLIP HEIGHT-         -16.94  (meters)          (07/06/01) GPS OBS
 AD8682  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AD8682
 AD8682  HORZ ORDER  -  FIRST
 AD8682  ELLP ORDER  -  FOURTH    CLASS II
 AD8682
 AD8682.The horizontal coordinates were established by GPS observations
 AD8682.and adjusted by the National Geodetic Survey in July 2001..
 AD8682
 AD8682.The orthometric height was determined by GPS observations and a
 AD8682.high-resolution geoid model.
 AD8682
 AD8682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8682
 AD8682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8682
 AD8682.The ellipsoidal height was determined by GPS observations
 AD8682.and is referenced to NAD 83.
 AD8682
 AD8682.The geoid height was determined by GEOID03.
 AD8682
 AD8682;                    North         East     Units Scale Factor Converg.
 AD8682;SPC FL W     -   269,962.109   217,300.439   MT  0.99994487   +0 04 42.1
 AD8682;SPC FL W     -   885,700.69    712,926.52   sFT  0.99994487   +0 04 42.1
 AD8682;UTM  17      - 2,961,256.808   417,876.805   MT  0.99968326   -0 22 19.5
 AD8682
 AD8682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8682!SPC FL W     -   1.00000266  x   0.99994487  =   0.99994753
 AD8682!UTM  17      -   1.00000266  x   0.99968326  =   0.99968592
 AD8682
 AD8682                          SUPERSEDED SURVEY CONTROL
 AD8682
 AD8682  NAD 83(1990)-  26 46 12.94465(N)    081 49 33.73929(W) AD(       ) 1
 AD8682  ELLIP H (11/12/93)  -16.88   (m)                       GP(       ) 4 1
 AD8682
 AD8682.Superseded values are not recommended for survey control.
 AD8682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8682.See file dsdata.txt to determine how the superseded data were derived.
 AD8682
 AD8682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1787761257(NAD 83)
 AD8682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8682_SP_SET: CONCRETE POST
 AD8682_STAMPING: GPS 1992 4225-32-002 9261
 AD8682_MARK LOGO: FL-015
 AD8682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8682+STABILITY: SURFACE MOTION
 AD8682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8682+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2004
 AD8682
 AD8682  HISTORY     - Date     Condition        Report By
 AD8682  HISTORY     - 1992     MONUMENTED       FL-015
 AD8682  HISTORY     - 19920916 GOOD             DENI
 AD8682  HISTORY     - 20040422 GOOD             MCKIM
 AD8682
 AD8682                          STATION DESCRIPTION
 AD8682
 AD8682'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8682'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8682'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 32, TWP 42S,
 AD8682'RGE 25E, NEAR THE CHARLOTTE/LEE COUNTY LINE, 9.3 MI (15.0 KM) NORTH
 AD8682'NORTHEAST OF FORT MYERS, 17.8 MI (28.6 KM) SOUTHEAST OF PUNTA GORDA.
 AD8682'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8682'74 IN NORTHEAST CHARLOTTE COUNTY, GO SOUTH 10.0 MI (16.1 KM) ON STATE
 AD8682'ROUTE 31 TO COOK BROWN ROAD, 2.0 MI (3.2 KM) NORTH ON STATE ROUTE 31
 AD8682'FROM THE CHARLOTTE/LEE COUNTY LINE, THEN WEST 4.0 MI (6.4 KM) ON COOK
 AD8682'BROWN ROAD TO HUGHES-BLACK ROAD (A DIRT ROAD), THEN SOUTH 2.0 MI
 AD8682'(3.2 KM) ON HUGHES-BLACK ROAD TO THE STATION ON THE RIGHT AT THE
 AD8682'CHARLOTTE/LEE COUNTY LINE.
 AD8682'STATION IS 17 FT (5.2 M) WEST OF THE CENTERLINE OF HUGHES-BLACK ROAD,
 AD8682'240 FT (73.2 M) SOUTH OF A POWER POLE, 163 FT (49.7 M) NORTH OF A
 AD8682'POWER POLE, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
 AD8682'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8682'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 6 INCHES
 AD8682'BELOW GROUND LEVEL.
 AD8682
 AD8682                          STATION RECOVERY (2004)
 AD8682
 AD8682'RECOVERY NOTE BY MCKIM AND CREED 2004 (BRH)
 AD8682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8683 ***********************************************************************
 AD8683  DESIGNATION -  4225 36 001
 AD8683  PID         -  AD8683
 AD8683  STATE/COUNTY-  FL/CHARLOTTE
 AD8683  USGS QUAD   -  TUCKERS CORNER (1987)
 AD8683
 AD8683                         *CURRENT SURVEY CONTROL
 AD8683  ___________________________________________________________________
 AD8683* NAD 83(1999)-  26 46 10.67310(N)    081 45 38.99752(W)     ADJUSTED  
 AD8683* NAVD 88     -         7.5    (meters)      25.     (feet)  GPS OBS   
 AD8683  ___________________________________________________________________
 AD8683  X           -     816,614.090 (meters)                     COMP
 AD8683  Y           -  -5,639,597.546 (meters)                     COMP
 AD8683  Z           -   2,855,441.607 (meters)                     COMP
 AD8683  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AD8683  ELLIP HEIGHT-         -16.84  (meters)          (07/06/01) GPS OBS
 AD8683  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AD8683
 AD8683  HORZ ORDER  -  FIRST
 AD8683  ELLP ORDER  -  FOURTH    CLASS II
 AD8683
 AD8683.The horizontal coordinates were established by GPS observations
 AD8683.and adjusted by the National Geodetic Survey in July 2001..
 AD8683
 AD8683.The orthometric height was determined by GPS observations and a
 AD8683.high-resolution geoid model.
 AD8683
 AD8683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8683
 AD8683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8683
 AD8683.The ellipsoidal height was determined by GPS observations
 AD8683.and is referenced to NAD 83.
 AD8683
 AD8683.The geoid height was determined by GEOID03.
 AD8683
 AD8683;                    North         East     Units Scale Factor Converg.
 AD8683;SPC FL W     -   269,902.679   223,785.353   MT  0.99994816   +0 06 27.8
 AD8683;SPC FL W     -   885,505.71    734,202.45   sFT  0.99994816   +0 06 27.8
 AD8683;UTM  17      - 2,961,146.429   424,359.304   MT  0.99967063   -0 20 33.7
 AD8683
 AD8683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8683!SPC FL W     -   1.00000265  x   0.99994816  =   0.99995081
 AD8683!UTM  17      -   1.00000265  x   0.99967063  =   0.99967327
 AD8683
 AD8683                          SUPERSEDED SURVEY CONTROL
 AD8683
 AD8683  NAD 83(1990)-  26 46 10.67136(N)    081 45 38.99684(W) AD(       ) 1
 AD8683  ELLIP H (11/12/93)  -16.79   (m)                       GP(       ) 4 1
 AD8683
 AD8683.Superseded values are not recommended for survey control.
 AD8683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8683.See file dsdata.txt to determine how the superseded data were derived.
 AD8683
 AD8683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2435961146(NAD 83)
 AD8683_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8683_SP_SET: CONCRETE POST
 AD8683_STAMPING: GPS 1992 4225-36-001 9262
 AD8683_MARK LOGO: FL-015
 AD8683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8683+STABILITY: SURFACE MOTION
 AD8683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8683+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 AD8683
 AD8683  HISTORY     - Date     Condition        Report By
 AD8683  HISTORY     - 1992     MONUMENTED       FL-015
 AD8683  HISTORY     - 19920919 GOOD             DENI
 AD8683  HISTORY     - 20051206 GOOD             JCLS
 AD8683
 AD8683                          STATION DESCRIPTION
 AD8683
 AD8683'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8683'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8683'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 36, TWP 42S,
 AD8683'RGE 25E, AT THE CHARLOTTE/LEE COUNTY LINE, 21.1 MI (34.0 KM)
 AD8683'SOUTHEAST OF PUNTA GORDA, 11.0 MI (17.7 KM) NORTHEAST OF FORT MYERS.
 AD8683'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8683'74 IN NORTHEAST CHARLOTTE COUNTY, GO SOUTH 12.1 MI (19.5 KM) ON STATE
 AD8683'ROUTE 31 TO THE CHARLOTTE/LEE COUNTY LINE AND THE STATION ON THE
 AD8683'RIGHT.
 AD8683'STATION IS 25.7 FT (7.8 M) WEST OF THE CENTERLINE OF STATE ROUTE 31,
 AD8683'49 FT (14.9 M) NORTH OF THE CENTERLINE OF A DIRT FARM ACCESS ROAD, 6
 AD8683'FT (1.8 M) EAST OF THE CENTERLINE OF A SMALL DITCH, 25.2 FT (7.7 M)
 AD8683'EAST OF A WIRE FENCE, 14.6 FT (4.5 M) NORTH NORTHWEST OF AN --ENTERING
 AD8683'LEE COUNTY-- SIGN POST, 27.9 FT (8.5 M) NORTHWEST OF A NAIL AND DISK
 AD8683'IN THE CENTERLINE OF STATE ROUTE 31 AT THE CHARLOTTE/LEE COUNTY LINE,
 AD8683'22.3 FT (6.8 M) EAST OF A WITNESS POST.
 AD8683'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8683'DISK SET IN THE TOP OF A 16 INCH CONCRETE MONUMENT, 5 INCHES BELOW
 AD8683'GROUND LEVEL.
 AD8683
 AD8683                          STATION RECOVERY (2005)
 AD8683
 AD8683'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AD8683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8684 ***********************************************************************
 AD8684  DESIGNATION -  4226 06 001
 AD8684  PID         -  AD8684
 AD8684  STATE/COUNTY-  FL/CHARLOTTE
 AD8684  USGS QUAD   -  TUCKERS CORNER (1987)
 AD8684
 AD8684                         *CURRENT SURVEY CONTROL
 AD8684  ___________________________________________________________________
 AD8684* NAD 83(1999)-  26 51 24.26189(N)    081 45 34.27076(W)     ADJUSTED  
 AD8684* NAVD 88     -         9.7    (meters)      32.     (feet)  GPS OBS   
 AD8684  ___________________________________________________________________
 AD8684  X           -     816,119.599 (meters)                     COMP
 AD8684  Y           -  -5,635,272.021 (meters)                     COMP
 AD8684  Z           -   2,864,056.455 (meters)                     COMP
 AD8684  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AD8684  ELLIP HEIGHT-         -14.68  (meters)          (07/06/01) GPS OBS
 AD8684  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AD8684
 AD8684  HORZ ORDER  -  FIRST
 AD8684  ELLP ORDER  -  FOURTH    CLASS II
 AD8684
 AD8684.The horizontal coordinates were established by GPS observations
 AD8684.and adjusted by the National Geodetic Survey in July 2001..
 AD8684
 AD8684.The orthometric height was determined by GPS observations and a
 AD8684.high-resolution geoid model.
 AD8684
 AD8684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8684
 AD8684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8684
 AD8684.The ellipsoidal height was determined by GPS observations
 AD8684.and is referenced to NAD 83.
 AD8684
 AD8684.The geoid height was determined by GEOID03.
 AD8684
 AD8684;                    North         East     Units Scale Factor Converg.
 AD8684;SPC FL W     -   279,554.026   223,897.659   MT  0.99994822   +0 06 31.1
 AD8684;SPC FL W     -   917,170.17    734,570.90   sFT  0.99994822   +0 06 31.1
 AD8684;UTM  17      - 2,970,793.912   424,547.540   MT  0.99967028   -0 20 35.3
 AD8684
 AD8684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8684!SPC FL W     -   1.00000231  x   0.99994822  =   0.99995053
 AD8684!UTM  17      -   1.00000231  x   0.99967028  =   0.99967259
 AD8684
 AD8684                          SUPERSEDED SURVEY CONTROL
 AD8684
 AD8684  NAD 83(1990)-  26 51 24.26021(N)    081 45 34.27007(W) AD(       ) 1
 AD8684  ELLIP H (11/12/93)  -14.63   (m)                       GP(       ) 4 1
 AD8684
 AD8684.Superseded values are not recommended for survey control.
 AD8684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8684.See file dsdata.txt to determine how the superseded data were derived.
 AD8684
 AD8684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2454870794(NAD 83)
 AD8684_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8684_SP_SET: CONCRETE POST
 AD8684_STAMPING: GPS 1992 4226-06-001 9266
 AD8684_MARK LOGO: FL-015
 AD8684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8684+STABILITY: SURFACE MOTION
 AD8684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8684+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1992
 AD8684
 AD8684  HISTORY     - Date     Condition        Report By
 AD8684  HISTORY     - 1992     MONUMENTED       FL-015
 AD8684  HISTORY     - 19920919 GOOD             DENI
 AD8684
 AD8684                          STATION DESCRIPTION
 AD8684
 AD8684'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8684'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8684'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 6, TWP 42S, RGE
 AD8684'26E, 18.7 MI (30.1 KM) EAST SOUTHEAST OF PUNTA GORDA, 6.0 MI
 AD8684'(9.7 KM) NORTH OF THE CHARLOTTE/LEE COUNTY LINE.
 AD8684'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8684'74 IN NORTHEAST CHARLOTTE COUNTY, GO SOUTH 6.1 MI (9.8 KM) TO THE
 AD8684'ENTRANCE OF BABCOCK WILDERNESS TRAILS AND STATION ON LEFT.
 AD8684'STATION IS 40.5 FT (12.3 M) EAST OF THE CENTERLINE OF STATE ROUTE 31,
 AD8684'349 FT (106.4 M) SOUTH OF THE CENTERLINE OF THE DIRT ENTRANCE ROAD TO
 AD8684'BABCOCK WILDERNESS TRAILS, 8.3 FT (2.5 M) WEST OF A WIRE FENCE, 29.6
 AD8684'FT (9.0 M) SOUTH OF 4 INCH DIAMETER P.V.C. SIGN POST FOR AT+T
 AD8684'UNDERGROUND CABLE WARNING SIGN NUMBER 973, 7.5 FT (2.3 M) WEST OF A
 AD8684'WITNESS POST.
 AD8684'STATION MARK IS A CHARLOTTE COUNTY SURVEY MONUMENT 2.75 INCH BRASS
 AD8684'DISK SET IN TOP OF AN 18 INCH DIAMETER CONCRETE MONUMENT, 3 INCHES
 AD8684'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8685 ***********************************************************************
 AD8685  DESIGNATION -  4226 35 001
 AD8685  PID         -  AD8685
 AD8685  STATE/COUNTY-  FL/CHARLOTTE
 AD8685  USGS QUAD   -  TELEGRAPH SWAMP (1987)
 AD8685
 AD8685                         *CURRENT SURVEY CONTROL
 AD8685  ___________________________________________________________________
 AD8685* NAD 83(1999)-  26 46 16.18776(N)    081 40 50.41787(W)     ADJUSTED  
 AD8685* NAVD 88     -         6.8    (meters)      22.     (feet)  GPS OBS   
 AD8685  ___________________________________________________________________
 AD8685  X           -     824,492.332 (meters)                     COMP
 AD8685  Y           -  -5,638,373.147 (meters)                     COMP
 AD8685  Z           -   2,855,592.770 (meters)                     COMP
 AD8685  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AD8685  ELLIP HEIGHT-         -17.67  (meters)          (07/06/01) GPS OBS
 AD8685  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AD8685
 AD8685  HORZ ORDER  -  FIRST
 AD8685  ELLP ORDER  -  FOURTH    CLASS II
 AD8685
 AD8685.The horizontal coordinates were established by GPS observations
 AD8685.and adjusted by the National Geodetic Survey in July 2001..
 AD8685
 AD8685.The orthometric height was determined by GPS observations and a
 AD8685.high-resolution geoid model.
 AD8685
 AD8685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8685
 AD8685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8685
 AD8685.The ellipsoidal height was determined by GPS observations
 AD8685.and is referenced to NAD 83.
 AD8685
 AD8685.The geoid height was determined by GEOID03.
 AD8685
 AD8685;                    North         East     Units Scale Factor Converg.
 AD8685;SPC FL W     -   270,089.900   231,757.036   MT  0.99995362   +0 08 37.8
 AD8685;SPC FL W     -   886,119.95    760,356.21   sFT  0.99995362   +0 08 37.8
 AD8685;UTM  17      - 2,961,270.939   432,329.922   MT  0.99965653   -0 18 23.8
 AD8685
 AD8685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8685!SPC FL W     -   1.00000278  x   0.99995362  =   0.99995640
 AD8685!UTM  17      -   1.00000278  x   0.99965653  =   0.99965931
 AD8685
 AD8685                          SUPERSEDED SURVEY CONTROL
 AD8685
 AD8685  NAD 83(1990)-  26 46 16.18549(N)    081 40 50.41741(W) AD(       ) 1
 AD8685  ELLIP H (11/12/93)  -17.62   (m)                       GP(       ) 4 1
 AD8685
 AD8685.Superseded values are not recommended for survey control.
 AD8685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8685.See file dsdata.txt to determine how the superseded data were derived.
 AD8685
 AD8685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3233061271(NAD 83)
 AD8685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8685_SP_SET: CONCRETE POST
 AD8685_STAMPING: GPS 1992 4226-35-001 9263
 AD8685_MARK LOGO: FL-015
 AD8685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8685+STABILITY: SURFACE MOTION
 AD8685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8685+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1992
 AD8685
 AD8685  HISTORY     - Date     Condition        Report By
 AD8685  HISTORY     - 1992     MONUMENTED       FL-015
 AD8685  HISTORY     - 19920919 GOOD             DENI
 AD8685
 AD8685                          STATION DESCRIPTION
 AD8685
 AD8685'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8685'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8685'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35, TWP 42S,
 AD8685'RGE 26E, NEAR THE CHARLOTTE/LEE COUNTY LINE, 25.4 MI (40.9 KM) EAST
 AD8685'SOUTHEAST OF PUNTA GORDA, 14.7 MI (23.7 KM) NORTHEAST OF FORT MYERS,
 AD8685'9.0 MI (14.5 KM) EAST NORTHEAST OF THE JUNCTION OF I-75 AND STATE
 AD8685'ROUTE 78/BAYSHORE ROAD IN LEE COUNTY, EXIT 26.  STATION IS LOCATED ON
 AD8685'BABCOCK RANCH PROPERTY.  CONTACT RANCH OFFICE--(813)639-3958.
 AD8685'--NOTE--4WD IS ADVISED.
 AD8685'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 31 AND THE
 AD8685'CHARLOTTE/LEE COUNTY LINE, GO SOUTH INTO LEE COUNTY 2.0 MI (3.2 KM)
 AD8685'ON STATE ROUTE 31 TO THE JUNCTION WITH LEE COUNTY ROAD 78, THEN EAST
 AD8685'2.5 MI (4.0 KM) ON COUNTY ROAD 78 TO A GRAVEL FARM ROAD LEADING
 AD8685'NORTH, THEN NORTH 1.0 MI (1.6 KM) AND EAST 2.5 MI (4.0 KM) ON GRAVEL
 AD8685'ROAD TO A GATE ON A NORTH-SOUTH FENCE LINE AND A DIRT TRAIL LEADING
 AD8685'NORTH ALONG THE WEST SIDE OF THE FENCE, THEN NORTH 1.0 MI (1.6 KM)
 AD8685'ALONG TRAIL THROUGH THE WOODS ON THE WEST SIDE OF THE FENCE TO A FORK
 AD8685'IN THE TRAIL, THEN NORTHWEST ABOUT 200 FT (61.0 M) ALONG TRAIL TO
 AD8685'ANOTHER FORK IN THE TRAIL, THEN NORTHWEST (RIGHT) 0.1 MI (0.2 KM) TO
 AD8685'THE SOUTH EDGE OF A LARGE CLEARED PASTURE AND THE STATION
 AD8685'APPROXIMATELY 150 FT (45.7 M) NORTH AND 200 FT (61.0 M) WEST OF THE
 AD8685'SOUTHEAST CORNER OF THE PASTURE.
 AD8685'STATION IS 169 FT (51.5 M) NORTH OF THE CENTERLINE OF A DIRT TRAIL,
 AD8685'216 FT (65.8 M) WEST INTO THE CLEARING FROM THE EDGE OF
 AD8685'WOODS/PALMETTO, 142.4 FT (43.4 M) NORTH OF A 7 INCH PINE TREE, 10 FT
 AD8685'(3.0 M) NORTH OF THE CENTERLINE OF AN 8 FT (2.4 M) WIDE DITCH, 196 FT
 AD8685'(59.7 M) WEST OF A 12 FT (3.7 M) WIDE DITCH, 92.4 FT (28.2 M) WEST OF
 AD8685'A 6 INCH DOUBLE PINE TREE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 AD8685'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8685'DISK SET IN THE TOP OF A 17 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AD8685'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8686 ***********************************************************************
 AD8686  DESIGNATION -  4227 36 002
 AD8686  PID         -  AD8686
 AD8686  STATE/COUNTY-  FL/CHARLOTTE
 AD8686  USGS QUAD   -  TELEGRAPH SWAMP SE (1973)
 AD8686
 AD8686                         *CURRENT SURVEY CONTROL
 AD8686  ___________________________________________________________________
 AD8686* NAD 83(1999)-  26 46 10.55052(N)    081 33 57.14863(W)     ADJUSTED  
 AD8686* NAVD 88     -         5.9    (meters)      19.     (feet)  GPS OBS   
 AD8686  ___________________________________________________________________
 AD8686  X           -     835,798.973 (meters)                     COMP
 AD8686  Y           -  -5,636,786.362 (meters)                     COMP
 AD8686  Z           -   2,855,437.442 (meters)                     COMP
 AD8686  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AD8686  ELLIP HEIGHT-         -18.61  (meters)          (07/06/01) GPS OBS
 AD8686  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AD8686
 AD8686  HORZ ORDER  -  FIRST
 AD8686  ELLP ORDER  -  FOURTH    CLASS II
 AD8686
 AD8686.The horizontal coordinates were established by GPS observations
 AD8686.and adjusted by the National Geodetic Survey in July 2001..
 AD8686
 AD8686.The orthometric height was determined by GPS observations and a
 AD8686.high-resolution geoid model.
 AD8686
 AD8686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8686
 AD8686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8686
 AD8686.The ellipsoidal height was determined by GPS observations
 AD8686.and is referenced to NAD 83.
 AD8686
 AD8686.The geoid height was determined by GEOID03.
 AD8686
 AD8686;                    North         East     Units Scale Factor Converg.
 AD8686;SPC FL W     -   269,950.218   243,174.244   MT  0.99996418   +0 11 43.9
 AD8686;SPC FL W     -   885,661.67    797,814.17   sFT  0.99996418   +0 11 43.9
 AD8686;SPC FL E     -   270,001.720   143,722.925   MT  0.99998026   -0 15 17.6
 AD8686;SPC FL E     -   885,830.64    471,530.96   sFT  0.99998026   -0 15 17.6
 AD8686;UTM  17      - 2,961,041.578   443,742.127   MT  0.99963907   -0 15 17.6
 AD8686
 AD8686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8686!SPC FL W     -   1.00000292  x   0.99996418  =   0.99996710
 AD8686!SPC FL E     -   1.00000292  x   0.99998026  =   0.99998318
 AD8686!UTM  17      -   1.00000292  x   0.99963907  =   0.99964199
 AD8686
 AD8686                          SUPERSEDED SURVEY CONTROL
 AD8686
 AD8686  NAD 83(1990)-  26 46 10.54795(N)    081 33 57.14847(W) AD(       ) 1
 AD8686  ELLIP H (11/12/93)  -18.54   (m)                       GP(       ) 4 1
 AD8686
 AD8686.Superseded values are not recommended for survey control.
 AD8686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8686.See file dsdata.txt to determine how the superseded data were derived.
 AD8686
 AD8686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4374261042(NAD 83)
 AD8686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8686_SP_SET: CONCRETE POST
 AD8686_STAMPING: GPS 1992 4227-36-002 9264
 AD8686_MARK LOGO: FL-015
 AD8686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8686+STABILITY: SURFACE MOTION
 AD8686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8686+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1992
 AD8686
 AD8686  HISTORY     - Date     Condition        Report By
 AD8686  HISTORY     - 1992     MONUMENTED       FL-015
 AD8686  HISTORY     - 19920917 GOOD             DENI
 AD8686
 AD8686                          STATION DESCRIPTION
 AD8686
 AD8686'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8686'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8686'STATION IS LOCATED AT THE SOUTHEAST CORNER OF SECTION 36, TWP 42S, RGE
 AD8686'27 EAST, APPROXIMATELY 25 FT (7.6 M) NORTHWEST OF THE CORNER COMMON
 AD8686'TO CHARLOTTE, GLADES, HENDRY AND LEE COUNTIES, 31.9 MI (51.3 KM) EAST
 AD8686'SOUTHEAST OF PUNTA GORDA, 20.7 MI (33.3 KM) EAST NORTHEAST OF FORT
 AD8686'MYERS.
 AD8686'TO REACH STATION FROM THE INTERSECTION OF LEE COUNTY ROAD 78 AND THE
 AD8686'LEE/HENDRY COUNTY LINE, 2.7 MI (4.3 KM) EAST NORTHEAST OF ALVA, GO
 AD8686'WEST 0.6 MI (1.0 KM) ON COUNTY ROAD 78 TO A DIRT AND GRAVEL FARM ROAD
 AD8686'LEADING NORTH INTO A LARGE CITRUS GROVE, THEN NORTH O.8 MI ALONG FARM
 AD8686'ROAD TO A T INTERSECTION WITH ANOTHER FARM ROAD, THEN EAST 0.6 MI
 AD8686'(1.0 KM) ALONG GRAVEL AND DIRT FARM ROAD TO A DIRT ROAD ALONG THE
 AD8686'WEST SIDE OF A LARGE DRAINAGE DITCH WHICH IS ALONG THE LEE/HENDRY
 AD8686'COUNTY LINE, THEN NORTH 2.15 MI (3.46 KM) ALONG DIRT ROAD UNTIL IT
 AD8686'ENDS AT A DITCH INTERSECTION AT THE CHARLOTTE/LEE/HENDRY/GLADES
 AD8686'COUNTY CORNER TO THE STATION, NORTH OF A DRAINAGE DITCH.
 AD8686'STATION IS IN THE CHARLOTTE COUNTY (NORTHWEST) QUADRANT OF A FENCE
 AD8686'INTERSECTION, 15.0 FT (4.6 M) NORTH OF AN EAST-WEST WIRE FENCE, 10.7
 AD8686'FT (3.3 M) WEST OF A NORTH-SOUTH WIRE FENCE, 19.7 FT (6.0 M)
 AD8686'NORTHWEST OF A 3 INCH SQUARE CONCRETE MONUMENT, 14.0 FT (4.3 M) NORTH
 AD8686'OF A WITNESS POST, 9.5 FT (2.9 M) WEST OF A WITNESS POST.
 AD8686'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8686'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW
 AD8686'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0267 ***********************************************************************
 AG0267  DESIGNATION -  423 FLHD
 AG0267  PID         -  AG0267
 AG0267  STATE/COUNTY-  FL/PINELLAS
 AG0267  USGS QUAD   -  CLEARWATER (1987)
 AG0267
 AG0267                         *CURRENT SURVEY CONTROL
 AG0267  ___________________________________________________________________
 AG0267* NAD 83(1986)-  27 52 49.     (N)    082 49 29.     (W)     SCALED    
 AG0267* NAVD 88     -        12.431  (meters)      40.78   (feet)  ADJUSTED  
 AG0267  ___________________________________________________________________
 AG0267  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG0267  DYNAMIC HT  -          12.413 (meters)      40.73  (feet)  COMP
 AG0267  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AG0267
 AG0267  VERT ORDER  -  SECOND    CLASS II
 AG0267
 AG0267.The horizontal coordinates were scaled from a topographic map and have
 AG0267.an estimated accuracy of +/- 6 seconds.
 AG0267
 AG0267.The orthometric height was determined by differential leveling
 AG0267.and adjusted by the National Geodetic Survey in June 1991..
 AG0267
 AG0267.The geoid height was determined by GEOID03.
 AG0267
 AG0267.The dynamic height is computed by dividing the NAVD 88
 AG0267.geopotential number by the normal gravity value computed on the
 AG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0267.degrees latitude (g = 980.6199 gals.).
 AG0267
 AG0267.The modeled gravity was interpolated from observed gravity values.
 AG0267
 AG0267;                    North         East    Units  Estimated Accuracy
 AG0267;SPC FL W     -   393,220.      118,790.      MT  (+/- 180 meters Scaled)
 AG0267
 AG0267                          SUPERSEDED SURVEY CONTROL
 AG0267
 AG0267  NGVD 29 (??/??/92)   12.696  (m)           41.65   (f) ADJ UNCH    2 2
 AG0267
 AG0267.Superseded values are not recommended for survey control.
 AG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0267.See file dsdata.txt to determine how the superseded data were derived.
 AG0267
 AG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL203852(NAD 83)
 AG0267_MARKER: DD = SURVEY DISK
 AG0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0267_SP_SET: CULVERT
 AG0267_STAMPING: 423
 AG0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0267
 AG0267  HISTORY     - Date     Condition        Report By
 AG0267  HISTORY     - UNK      MONUMENTED       FLHD
 AG0267  HISTORY     - 1976     GOOD             NGS
 AG0267  HISTORY     - 1990     GOOD             USPSQD
 AG0267  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AG0267
 AG0267                          STATION DESCRIPTION
 AG0267
 AG0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0267'IN LARGO.
 AG0267'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S 697 (INDIAN ROCKS
 AG0267'RD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 0.55
 AG0267'MILE TO THE INTERSECTION OF HIBISCUS DR. N.  STATION ON LEFT, N.E.
 AG0267'CORNER, 45.1 FT. NORTH OF THE CENTERLINE S.R. 688, 50.1 FT. EAST OF
 AG0267'THE CENTERLINE OF HIBISCUS DR. N., 12.3 FT. WEST OF THE EAST END OF A
 AG0267'BOX CULVERT.  SET IN THE TOP OF THE BOX CULVERT.  SECTION 8, T 30, R
 AG0267'15.
 AG0267
 AG0267                          STATION RECOVERY (1990)
 AG0267
 AG0267'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0267'RECOVERED IN GOOD CONDITION.
 AG0267
 AG0267                          STATION RECOVERY (2001)
 AG0267
 AG0267'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0267'THIS AREA HAS BEEN TOTALLY REDONE AND BOX CULVERT IS NEW CONCRETE.
 AG0267'DISK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0268 ***********************************************************************
 AG0268  DESIGNATION -  424 FLHD
 AG0268  PID         -  AG0268
 AG0268  STATE/COUNTY-  FL/PINELLAS
 AG0268  USGS QUAD   -  CLEARWATER (1987)
 AG0268
 AG0268                         *CURRENT SURVEY CONTROL
 AG0268  ___________________________________________________________________
 AG0268* NAD 83(1986)-  27 53 28.     (N)    082 48 29.     (W)     SCALED    
 AG0268* NAVD 88     -        12.938  (meters)      42.45   (feet)  ADJUSTED  
 AG0268  ___________________________________________________________________
 AG0268  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG0268  DYNAMIC HT  -          12.919 (meters)      42.39  (feet)  COMP
 AG0268  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AG0268
 AG0268  VERT ORDER  -  SECOND    CLASS II
 AG0268
 AG0268.The horizontal coordinates were scaled from a topographic map and have
 AG0268.an estimated accuracy of +/- 6 seconds.
 AG0268
 AG0268.The orthometric height was determined by differential leveling
 AG0268.and adjusted by the National Geodetic Survey in June 1991..
 AG0268
 AG0268.The geoid height was determined by GEOID03.
 AG0268
 AG0268.The dynamic height is computed by dividing the NAVD 88
 AG0268.geopotential number by the normal gravity value computed on the
 AG0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0268.degrees latitude (g = 980.6199 gals.).
 AG0268
 AG0268.The modeled gravity was interpolated from observed gravity values.
 AG0268
 AG0268;                    North         East    Units  Estimated Accuracy
 AG0268;SPC FL W     -   394,410.      120,440.      MT  (+/- 180 meters Scaled)
 AG0268
 AG0268                          SUPERSEDED SURVEY CONTROL
 AG0268
 AG0268  NGVD 29 (??/??/92)   13.202  (m)           43.31   (f) ADJ UNCH    2 2
 AG0268
 AG0268.Superseded values are not recommended for survey control.
 AG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0268.See file dsdata.txt to determine how the superseded data were derived.
 AG0268
 AG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL220864(NAD 83)
 AG0268_MARKER: DD = SURVEY DISK
 AG0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0268_SP_SET: CULVERT
 AG0268_STAMPING: 424
 AG0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0268
 AG0268  HISTORY     - Date     Condition        Report By
 AG0268  HISTORY     - UNK      MONUMENTED       FLHD
 AG0268  HISTORY     - 1976     GOOD             NGS
 AG0268  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AG0268
 AG0268                          STATION DESCRIPTION
 AG0268
 AG0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0268'IN LARGO.
 AG0268'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S697 (INDIAN ROCKS
 AG0268'RD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 2.15
 AG0268'MILES.  STATION ON RIGHT, 45.6 FT. S.S.E. OF THE CENTERLINE OF S.R.
 AG0268'688, 14.8 FT. EAST OF THE WEST END OF A BOX CULVERT.  SET IN THE TOP
 AG0268'OF THE BOX CULVERT.  SECTION 9, T 30, R 15.
 AG0268
 AG0268                          STATION RECOVERY (1991)
 AG0268
 AG0268'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0269 ***********************************************************************
 AG0269  DESIGNATION -  425 FLHD
 AG0269  PID         -  AG0269
 AG0269  STATE/COUNTY-  FL/PINELLAS
 AG0269  USGS QUAD   -  CLEARWATER (1987)
 AG0269
 AG0269                         *CURRENT SURVEY CONTROL
 AG0269  ___________________________________________________________________
 AG0269* NAD 83(1986)-  27 53 36.     (N)    082 47 13.     (W)     SCALED    
 AG0269* NAVD 88     -         7.041  (meters)      23.10   (feet)  ADJUSTED  
 AG0269  ___________________________________________________________________
 AG0269  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG0269  DYNAMIC HT  -           7.031 (meters)      23.07  (feet)  COMP
 AG0269  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AG0269
 AG0269  VERT ORDER  -  SECOND    CLASS II
 AG0269
 AG0269.The horizontal coordinates were scaled from a topographic map and have
 AG0269.an estimated accuracy of +/- 6 seconds.
 AG0269
 AG0269.The orthometric height was determined by differential leveling
 AG0269.and adjusted by the National Geodetic Survey in June 1991..
 AG0269
 AG0269.The geoid height was determined by GEOID03.
 AG0269
 AG0269.The dynamic height is computed by dividing the NAVD 88
 AG0269.geopotential number by the normal gravity value computed on the
 AG0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0269.degrees latitude (g = 980.6199 gals.).
 AG0269
 AG0269.The modeled gravity was interpolated from observed gravity values.
 AG0269
 AG0269;                    North         East    Units  Estimated Accuracy
 AG0269;SPC FL W     -   394,640.      122,520.      MT  (+/- 180 meters Scaled)
 AG0269
 AG0269                          SUPERSEDED SURVEY CONTROL
 AG0269
 AG0269  NGVD 29 (??/??/92)    7.305  (m)           23.97   (f) ADJ UNCH    2 2
 AG0269
 AG0269.Superseded values are not recommended for survey control.
 AG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0269.See file dsdata.txt to determine how the superseded data were derived.
 AG0269
 AG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL241866(NAD 83)
 AG0269_MARKER: DD = SURVEY DISK
 AG0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0269_SP_SET: HEADWALL
 AG0269_STAMPING: 425
 AG0269
 AG0269  HISTORY     - Date     Condition        Report By
 AG0269  HISTORY     - UNK      MONUMENTED
 AG0269  HISTORY     - 1976     GOOD             NGS
 AG0269  HISTORY     - 1977     GOOD             FL-103
 AG0269  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AG0269
 AG0269                          STATION DESCRIPTION
 AG0269
 AG0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0269'IN LARGO.
 AG0269'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (SEMINOLE
 AG0269'BLVD.) AND S.R. 688 (ULMERTON RD.).  RUN SOUTHERLY ON S.R. 595 FOR .10
 AG0269'MILE.  STATION ON LEFT, 64.9 FT. EAST OF THE CENTERLINE OF S.R. 595,
 AG0269'14.8 FT. N.W. OF A POWER POLE (NUMBER 1-93210), 2.0 FT. NORTH OF THE
 AG0269'SOUTH END OF HEADWALL.  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION
 AG0269'10, T 30, R 15.
 AG0269
 AG0269                          STATION RECOVERY (1977)
 AG0269
 AG0269'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0269'RECOVERED IN GOOD CONDITION.
 AG0269
 AG0269                          STATION RECOVERY (2001)
 AG0269
 AG0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0269'THIS AREA HAS BEEN TOTALLY REDONE AS THIS WOULD BE LOCATED ON THE EDGE
 AG0269'OF LARGO MALL.  NO CONCRETE HEADWALLS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0270 ***********************************************************************
 AG0270  DESIGNATION -  426
 AG0270  PID         -  AG0270
 AG0270  STATE/COUNTY-  FL/PINELLAS
 AG0270  USGS QUAD   -  CLEARWATER (1987)
 AG0270
 AG0270                         *CURRENT SURVEY CONTROL
 AG0270  ___________________________________________________________________
 AG0270* NAD 83(1986)-  27 53 37.     (N)    082 46 35.     (W)     SCALED    
 AG0270* NAVD 88     -         1.832  (meters)       6.01   (feet)  ADJUSTED  
 AG0270  ___________________________________________________________________
 AG0270  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG0270  DYNAMIC HT  -           1.829 (meters)       6.00  (feet)  COMP
 AG0270  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AG0270
 AG0270  VERT ORDER  -  SECOND    CLASS II
 AG0270
 AG0270.The horizontal coordinates were scaled from a topographic map and have
 AG0270.an estimated accuracy of +/- 6 seconds.
 AG0270
 AG0270.The orthometric height was determined by differential leveling
 AG0270.and adjusted by the National Geodetic Survey in June 1991..
 AG0270
 AG0270.The geoid height was determined by GEOID03.
 AG0270
 AG0270.The dynamic height is computed by dividing the NAVD 88
 AG0270.geopotential number by the normal gravity value computed on the
 AG0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0270.degrees latitude (g = 980.6199 gals.).
 AG0270
 AG0270.The modeled gravity was interpolated from observed gravity values.
 AG0270
 AG0270;                    North         East    Units  Estimated Accuracy
 AG0270;SPC FL W     -   394,660.      123,560.      MT  (+/- 180 meters Scaled)
 AG0270
 AG0270                          SUPERSEDED SURVEY CONTROL
 AG0270
 AG0270  NGVD 29 (??/??/92)    2.095  (m)            6.87   (f) ADJ UNCH    2 2
 AG0270
 AG0270.Superseded values are not recommended for survey control.
 AG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0270.See file dsdata.txt to determine how the superseded data were derived.
 AG0270
 AG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251866(NAD 83)
 AG0270_MARKER: DD = SURVEY DISK
 AG0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0270_SP_SET: HEADWALL
 AG0270_STAMPING: 426
 AG0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0270+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0270
 AG0270  HISTORY     - Date     Condition        Report By
 AG0270  HISTORY     - UNK      MONUMENTED       FL-103
 AG0270  HISTORY     - 1976     GOOD             NGS
 AG0270  HISTORY     - 1984     GOOD             USPSQD
 AG0270  HISTORY     - 20010324 GOOD             USPSQD
 AG0270
 AG0270                          STATION DESCRIPTION
 AG0270
 AG0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0270'IN LARGO.
 AG0270'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (SEMINOLE
 AG0270'BLVD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 0.65
 AG0270'MILE.  STATION ON RIGHT, 56.3 FT. SOUTH OF THE CENTERLINE OF S.R. 688,
 AG0270'167.0 FT. EAST OF THE EXTENDED CENTERLINE OF 10TH ST. S.E., 19.6 FT.
 AG0270'WEST OF THE EAST END OF HEADWALL.  SET IN THE TOP OF HEADWALL. SECTION
 AG0270'11, T 30, R 15.
 AG0270
 AG0270                          STATION RECOVERY (1984)
 AG0270
 AG0270'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG0270'RECOVERED IN GOOD CONDITION.
 AG0270
 AG0270                          STATION RECOVERY (2001)
 AG0270
 AG0270'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0270'CULVERT IS ON WEST EDGE OF GROSSE POINT ESTATES (MOBILE HOMES).  DISK
 AG0270'IS ON THE LARGE CONCRETE CULVERT WALL HEADER RUNNING PARALLEL TO
 AG0270'ULMERTON NEAR CENTER OF HEADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0271 ***********************************************************************
 AG0271  DESIGNATION -  427 FLHD
 AG0271  PID         -  AG0271
 AG0271  STATE/COUNTY-  FL/PINELLAS
 AG0271  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0271
 AG0271                         *CURRENT SURVEY CONTROL
 AG0271  ___________________________________________________________________
 AG0271* NAD 83(1986)-  27 53 37.     (N)    082 44 11.     (W)     SCALED    
 AG0271* NAVD 88     -         4.913  (meters)      16.12   (feet)  ADJUSTED  
 AG0271  ___________________________________________________________________
 AG0271  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG0271  DYNAMIC HT  -           4.906 (meters)      16.10  (feet)  COMP
 AG0271  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 AG0271
 AG0271  VERT ORDER  -  SECOND    CLASS II
 AG0271
 AG0271.The horizontal coordinates were scaled from a topographic map and have
 AG0271.an estimated accuracy of +/- 6 seconds.
 AG0271
 AG0271.The orthometric height was determined by differential leveling
 AG0271.and adjusted by the National Geodetic Survey in June 1991..
 AG0271
 AG0271.The geoid height was determined by GEOID03.
 AG0271
 AG0271.The dynamic height is computed by dividing the NAVD 88
 AG0271.geopotential number by the normal gravity value computed on the
 AG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0271.degrees latitude (g = 980.6199 gals.).
 AG0271
 AG0271.The modeled gravity was interpolated from observed gravity values.
 AG0271
 AG0271;                    North         East    Units  Estimated Accuracy
 AG0271;SPC FL W     -   394,640.      127,500.      MT  (+/- 180 meters Scaled)
 AG0271
 AG0271                          SUPERSEDED SURVEY CONTROL
 AG0271
 AG0271  NGVD 29 (??/??/92)    5.176  (m)           16.98   (f) ADJ UNCH    2 2
 AG0271
 AG0271.Superseded values are not recommended for survey control.
 AG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0271.See file dsdata.txt to determine how the superseded data were derived.
 AG0271
 AG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL290866(NAD 83)
 AG0271_MARKER: DD = SURVEY DISK
 AG0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0271_SP_SET: HEADWALL
 AG0271_STAMPING: 427
 AG0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0271
 AG0271  HISTORY     - Date     Condition        Report By
 AG0271  HISTORY     - UNK      MONUMENTED       FLHD
 AG0271  HISTORY     - 1976     GOOD             NGS
 AG0271  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 AG0271  HISTORY     - 20000104 MARK NOT FOUND   USPSQD
 AG0271
 AG0271                          STATION DESCRIPTION
 AG0271
 AG0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0271'IN LARGO.
 AG0271'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (SEMINOLE
 AG0271'BLVD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 3.15
 AG0271'MILES.  STATION ON RIGHT, 47.2 FT. SOUTH OF THE CENTERLINE OF S.R.
 AG0271'688, 146.0 FT. EAST OF THE CENTERLINE OF ENTRANCE ROAD TO SIESTA
 AG0271'CASITAS APTS., 16.1 FT. EAST OF THE WEST END OF CONCRETE HEADWALL. SET
 AG0271'IN THE TOP OF A CONCRETE HEADWALL.  SECTION 6, T 30, R 16.
 AG0271
 AG0271                          STATION RECOVERY (1997)
 AG0271
 AG0271'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0271'MARK NOT FOUND.
 AG0271
 AG0271                          STATION RECOVERY (2000)
 AG0271
 AG0271'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0272 ***********************************************************************
 AG0272  DESIGNATION -  428 FLHD
 AG0272  PID         -  AG0272
 AG0272  STATE/COUNTY-  FL/PINELLAS
 AG0272  USGS QUAD   -  CLEARWATER (1987)
 AG0272
 AG0272                         *CURRENT SURVEY CONTROL
 AG0272  ___________________________________________________________________
 AG0272* NAD 83(1986)-  27 58 07.     (N)    082 47 47.     (W)     SCALED    
 AG0272* NAVD 88     -         7.764  (meters)      25.47   (feet)  ADJUSTED  
 AG0272  ___________________________________________________________________
 AG0272  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG0272  DYNAMIC HT  -           7.753 (meters)      25.44  (feet)  COMP
 AG0272  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG0272
 AG0272  VERT ORDER  -  SECOND    CLASS II
 AG0272
 AG0272.The horizontal coordinates were scaled from a topographic map and have
 AG0272.an estimated accuracy of +/- 6 seconds.
 AG0272
 AG0272.The orthometric height was determined by differential leveling
 AG0272.and adjusted by the National Geodetic Survey in June 1991..
 AG0272
 AG0272.The geoid height was determined by GEOID03.
 AG0272
 AG0272.The dynamic height is computed by dividing the NAVD 88
 AG0272.geopotential number by the normal gravity value computed on the
 AG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0272.degrees latitude (g = 980.6199 gals.).
 AG0272
 AG0272.The modeled gravity was interpolated from observed gravity values.
 AG0272
 AG0272;                    North         East    Units  Estimated Accuracy
 AG0272;SPC FL W     -   402,990.      121,650.      MT  (+/- 180 meters Scaled)
 AG0272
 AG0272                          SUPERSEDED SURVEY CONTROL
 AG0272
 AG0272  NGVD 29 (??/??/92)    8.027  (m)           26.34   (f) ADJ UNCH    2 2
 AG0272
 AG0272.Superseded values are not recommended for survey control.
 AG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0272.See file dsdata.txt to determine how the superseded data were derived.
 AG0272
 AG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233950(NAD 83)
 AG0272_MARKER: DD = SURVEY DISK
 AG0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0272_SP_SET: INLET
 AG0272_STAMPING: 428
 AG0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0272
 AG0272  HISTORY     - Date     Condition        Report By
 AG0272  HISTORY     - UNK      MONUMENTED       FLHD
 AG0272  HISTORY     - 1976     GOOD             NGS
 AG0272
 AG0272                          STATION DESCRIPTION
 AG0272
 AG0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0272'IN CLEARWATER.
 AG0272'TO REACH THE STATION FROM THE INTERSECTION OF U. S. ALT. HWY. 19 (S.R.
 AG0272'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0272'ON S.R. 590 FOR 0.25 MILE TO THE INTERSECTION OF S.R. S 595-B (MYRTLE
 AG0272'AVE.).  STATION ON LEFT, N.E. CORNER, 47.2 FT. NORTH OF THE CENTERLINE
 AG0272'OF DREW ST., 22.5 FT. EAST OF THE CENTERLINE OF MYRTLE AVE. SET IN THE
 AG0272'TOP OF CONCRETE INLET.  SECTION 10, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0273 ***********************************************************************
 AG0273  DESIGNATION -  429 FLHD
 AG0273  PID         -  AG0273
 AG0273  STATE/COUNTY-  FL/PINELLAS
 AG0273  USGS QUAD   -  CLEARWATER (1987)
 AG0273
 AG0273                         *CURRENT SURVEY CONTROL
 AG0273  ___________________________________________________________________
 AG0273* NAD 83(1986)-  27 58 19.     (N)    082 47 47.     (W)     SCALED    
 AG0273* NAVD 88     -         6.860  (meters)      22.51   (feet)  ADJUSTED  
 AG0273  ___________________________________________________________________
 AG0273  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG0273  DYNAMIC HT  -           6.850 (meters)      22.47  (feet)  COMP
 AG0273  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 AG0273
 AG0273  VERT ORDER  -  SECOND    CLASS II
 AG0273
 AG0273.The horizontal coordinates were scaled from a topographic map and have
 AG0273.an estimated accuracy of +/- 6 seconds.
 AG0273
 AG0273.The orthometric height was determined by differential leveling
 AG0273.and adjusted by the National Geodetic Survey in June 1991..
 AG0273
 AG0273.The geoid height was determined by GEOID03.
 AG0273
 AG0273.The dynamic height is computed by dividing the NAVD 88
 AG0273.geopotential number by the normal gravity value computed on the
 AG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0273.degrees latitude (g = 980.6199 gals.).
 AG0273
 AG0273.The modeled gravity was interpolated from observed gravity values.
 AG0273
 AG0273;                    North         East    Units  Estimated Accuracy
 AG0273;SPC FL W     -   403,360.      121,650.      MT  (+/- 180 meters Scaled)
 AG0273
 AG0273                          SUPERSEDED SURVEY CONTROL
 AG0273
 AG0273  NGVD 29 (??/??/92)    7.123  (m)           23.37   (f) ADJ UNCH    2 2
 AG0273
 AG0273.Superseded values are not recommended for survey control.
 AG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0273.See file dsdata.txt to determine how the superseded data were derived.
 AG0273
 AG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233953(NAD 83)
 AG0273_MARKER: DD = SURVEY DISK
 AG0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0273_SP_SET: INLET
 AG0273_STAMPING: 429
 AG0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0273
 AG0273  HISTORY     - Date     Condition        Report By
 AG0273  HISTORY     - UNK      MONUMENTED       FLHD
 AG0273  HISTORY     - 1976     GOOD             NGS
 AG0273  HISTORY     - 19870702 GOOD             USPSQD
 AG0273
 AG0273                          STATION DESCRIPTION
 AG0273
 AG0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0273'IN CLEARWATER.
 AG0273'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.R.
 AG0273'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0273'ON S.R. 590 FOR 0.25 MILE TO THE INTERSECTION ON S.R. S 595-B (MYRTLE
 AG0273'AVE.).  TURN LEFT AND RUN NORTHERLY ON S.R. S 595 B FOR 0.25 MILE TO
 AG0273'THE INTERSECTION OF MAPLE ST. STATION ON RIGHT, S.E. CORNER, 22.6 FT.
 AG0273'EAST OF THE CENTERLINE OF MYRTLE AVE., 42.4 FT. SOUTH CENTERLINE OF
 AG0273'MAPLE ST.  SET IN THE TOP OF A CONCRETE INLET.  SECTION 9, T 29, R 15.
 AG0273
 AG0273                          STATION RECOVERY (1987)
 AG0273
 AG0273'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9659 ***********************************************************************
 AC9659  SACS        -  This is a Secondary Airport Control Station.
 AC9659  DESIGNATION -  42J A
 AC9659  PID         -  AC9659
 AC9659  STATE/COUNTY-  FL/CLAY
 AC9659  USGS QUAD   -  KEYSTONE HEIGHTS (1993)
 AC9659
 AC9659                         *CURRENT SURVEY CONTROL
 AC9659  ___________________________________________________________________
 AC9659* NAD 83(1999)-  29 50 42.56621(N)    082 02 27.61261(W)     ADJUSTED  
 AC9659* NAVD 88     -        58.851  (meters)     193.08   (feet)  ADJUSTED  
 AC9659  ___________________________________________________________________
 AC9659  X           -     766,655.920 (meters)                     COMP
 AC9659  Y           -  -5,483,511.500 (meters)                     COMP
 AC9659  Z           -   3,155,512.678 (meters)                     COMP
 AC9659  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AC9659  ELLIP HEIGHT-          30.96  (meters)          (01/22/02) GPS OBS
 AC9659  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AC9659  DYNAMIC HT  -          58.772 (meters)     192.82  (feet)  COMP
 AC9659  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 AC9659
 AC9659  HORZ ORDER  -  FIRST
 AC9659  VERT ORDER  -  SECOND    CLASS I
 AC9659  ELLP ORDER  -  FOURTH    CLASS I
 AC9659
 AC9659.This mark is at Keystone Heights Airport (42J)
 AC9659
 AC9659.The horizontal coordinates were established by GPS observations
 AC9659.and adjusted by the National Geodetic Survey in January 2002..
 AC9659
 AC9659.The orthometric height was determined by differential leveling
 AC9659.and adjusted by the National Geodetic Survey in September 1997..
 AC9659
 AC9659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9659
 AC9659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9659
 AC9659.The ellipsoidal height was determined by GPS observations
 AC9659.and is referenced to NAD 83.
 AC9659
 AC9659.The geoid height was determined by GEOID03.
 AC9659
 AC9659.The dynamic height is computed by dividing the NAVD 88
 AC9659.geopotential number by the normal gravity value computed on the
 AC9659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9659.degrees latitude (g = 980.6199 gals.).
 AC9659
 AC9659.The modeled gravity was interpolated from observed gravity values.
 AC9659
 AC9659;                    North         East     Units Scale Factor Converg.
 AC9659;SPC FL E     -   611,158.932    99,404.983   MT  1.00006599   -0 31 05.2
 AC9659;SPC FL E     - 2,005,110.60    326,131.18   sFT  1.00006599   -0 31 05.2
 AC9659;UTM  17      - 3,302,082.389   399,439.305   MT  0.99972477   -0 31 05.2
 AC9659
 AC9659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9659!SPC FL E     -   0.99999514  x   1.00006599  =   1.00006113
 AC9659!UTM  17      -   0.99999514  x   0.99972477  =   0.99971991
 AC9659
 AC9659                          SUPERSEDED SURVEY CONTROL
 AC9659
 AC9659  NAD 83(1990)-  29 50 42.56523(N)    082 02 27.61225(W) AD(       ) 1
 AC9659  ELLIP H (03/27/98)   30.98   (m)                       GP(       ) 4 1
 AC9659  NAVD 88 (03/27/98)   58.85   (m)          193.1    (f) LEVELING    3  
 AC9659
 AC9659.Superseded values are not recommended for survey control.
 AC9659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9659.See file dsdata.txt to determine how the superseded data were derived.
 AC9659
 AC9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9943902082(NAD 83)
 AC9659_MARKER: DD = SURVEY DISK
 AC9659_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC9659_STAMPING: 42J A 1995
 AC9659_MARK LOGO: NGS   
 AC9659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9659+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1996
 AC9659
 AC9659  HISTORY     - Date     Condition        Report By
 AC9659  HISTORY     - 1995     MONUMENTED       NGS
 AC9659  HISTORY     - 19960416 GOOD             FLDEP
 AC9659
 AC9659                          STATION DESCRIPTION
 AC9659
 AC9659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AC9659'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHWEST OF
 AC9659'KEYSTONE HEIGHTS, AT THE KEYSTONE AIRPARK, NEAR THE NORTHEAST END OF
 AC9659'RUNWAY 04-22.  OWNERSHIP--CITY OF KEYSTONE HEIGHTS, P.O.  BOX 336,
 AC9659'KEYSTONE HEIGHTS, FL 32656.  AIRPORT MANAGER IS JIM SMITH, PHONE
 AC9659'904-473-4807.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC9659'HIGHWAYS 21 AND 100 IN KEYSTONE HEIGHTS, GO NORTHWEST, THEN NORTHERLY
 AC9659'ON HIGHWAY 100 FOR 4.25 MI (6.84 KM) TO AN AIRPORT SIGN AND PAVED ROAD
 AC9659'RIGHT.  TURN RIGHT AND GO EASTERLY ON PAVED ROAD FOR 1.25 MI (2.01 KM)
 AC9659'TO A CURVE RIGHT.  BEAR RIGHT AND GO SOUTHERLY ON PAVED ROAD FOR 0.05
 AC9659'MI (0.08 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EASTERLY ON PAVED
 AC9659'ROAD FOR 0.05 MI (0.08 KM) TO A PAVED ROAD LEFT. TURN LEFT AND GO
 AC9659'NORTHERLY ON PAVED ROAD FOR 0.1 MI (0.2 KM) TO A LOCKED GATE.  PASS
 AC9659'THROUGH GATE AND GO ACROSS GRASS FOR 150 FT (45.7 M) TO A PARALLEL
 AC9659'TAXIWAY.  TURN RIGHT AND GO NORTHEAST, THEN NORTH, ON PARALLEL TAXIWAY
 AC9659'FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.  THE STATION IS A 1
 AC9659'M (3.3 FT) FENO MARK WITH LOGO CAP.  IT IS 269.0 FT (82.0 M) SOUTHEAST
 AC9659'OF THE APPROXIMATE CENTER OF RUNWAY 04-22, 137.4 FT (41.9 M) SOUTH OF
 AC9659'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF RUNWAY INDICATOR BOX WITH
 AC9659'NUMBERS 22 AND 28, 58.4 FT (17.8 M) WEST OF THE APPROXIMATE CENTER OF
 AC9659'TAXIWAY, 52.5 FT (16.0 M) SOUTHWEST OF A TAXIWAY LIGHT, AND 3.5 FT
 AC9659'(1.1 M) EAST OF A WITNESS POST.  THE STATION IS A SECONDARY AIRPORT
 AC9659'CONTROL STATION.
 AC9659
 AC9659                          STATION RECOVERY (1996)
 AC9659
 AC9659'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9659'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHWEST OF
 AC9659'KEYSTONE HEIGHTS, AT THE KEYSTONE HEIGHTS AIR PORT ON THE NORTHEAST
 AC9659'SIDE OF AIRPORT IN SECTION 31, TOWNSHIP 7 SOUTH, RANGE 23 EAST, NEAR
 AC9659'THE NORTHEAST JUNCTION OF RUNWAY 22-28, OWENERSHIP-- CITY OF KEYSTONE
 AC9659'HEIGHTS, P.O. BOX 336, KEYSTONE HEIGHTS FL 32656, JIM YOUNG - AIRPORT
 AC9659'MANAGER, PHONE 904-473-2178 NOTE PERMISSION MUST BE OBTAINED BEFORE
 AC9659'ENTERING AIRPORT. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC9659'ROAD 21 (SOUTH LAWRENCE BOULEVARD) AND STATE ROAD 100 (WEST WALKER
 AC9659'DRIVE) IN KEYSTONE HEIGHTS, GO NORTHWEST, THEN NORTHERLY ON STATE ROAD
 AC9659'100 (WEST WALKER DRIVE) FOR 4.25 MI (6.84 KM) TO A PAVED ROAD ON THE
 AC9659'RIGHT AND A AIRPORT SIGN ON THE RIGHT, TURN RIGHT AND GO EASTERLY FOR
 AC9659'1.25 MI (2.01 KM) ON THE PAVED ROAD TO A SHARP CURVE RIGHT, BEAR RIGHT
 AC9659'AND GO SOUTHERLY FOR 0.05 MI (0.08 KM) ON THE PAVED ROAD TO A PAVED
 AC9659'ROAD LEFT, TURN LEFT AND GO EASTERLY, THEN NORTHERLY FOR 0.2 MI (0.3
 AC9659'KM) ON THE PAVED ROAD TO A GATE, JIM YOUNG AVIATION ON THE LEFT, PASS
 AC9659'THROUGH THE GATE AND GO APPROXIMATELY 131.0 FT (39.9 M) TO THE
 AC9659'TAXIWAY, TURN RIGHT AND GO NORTHEAST FOR 0.4 MI (0.6 KM) ON THE
 AC9659'TAXIWAY TO A CURVE LEFT, BEAR LEFT AND CONTINUE NORTH ON THE TAXIWAY
 AC9659'FOR 0.05 MI (0.08 KM) TO THE STATION ON LEFT, A FENO MARK DRIVEN INTO
 AC9659'THE GROUND WITH A LOGO CAP FLUSH WITH GROUND, THE DISK (TWO-INCH BRASS
 AC9659'DISK) IS RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE LOGO CAP,
 AC9659'271.0 FT (82.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 04-22,
 AC9659'220.0 FT (67.1 M) NORTHWEST OF A DIM TRACK ROAD LEADING NORTHEAST,
 AC9659'139.5 FT (42.5 M) SOUTH OF A RUNWAY 22-28 SIGN, 58.6 FT (17.9 M) WEST
 AC9659'OF THE TAXIWAY, 47.2 FT (14.4 M) NORTH-NORTHWEST OF A SMALL AIRPORT
 AC9659'ELEVATION SIGN AND 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST.
 AC9659'NOTE ACCESS TO DISK IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9471 ***********************************************************************
 AG9471  DESIGNATION -  43 23 05 01
 AG9471  PID         -  AG9471
 AG9471  STATE/COUNTY-  FL/LEE
 AG9471  USGS QUAD   -  PUNTA GORDA SE (1987)
 AG9471
 AG9471                         *CURRENT SURVEY CONTROL
 AG9471  ___________________________________________________________________
 AG9471* NAD 83(1999)-  26 46 04.21585(N)    082 02 16.48336(W)     ADJUSTED  
 AG9471* NAVD 88     -         3.1    (meters)      10.     (feet)  GPS OBS   
 AG9471  ___________________________________________________________________
 AG9471  X           -     789,343.754 (meters)                     COMP
 AG9471  Y           -  -5,643,565.817 (meters)                     COMP
 AG9471  Z           -   2,855,262.374 (meters)                     COMP
 AG9471  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AG9471  ELLIP HEIGHT-         -20.82  (meters)          (07/06/01) GPS OBS
 AG9471  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AG9471
 AG9471  HORZ ORDER  -  FIRST
 AG9471  ELLP ORDER  -  FOURTH    CLASS II
 AG9471
 AG9471.The horizontal coordinates were established by GPS observations
 AG9471.and adjusted by the National Geodetic Survey in July 2001..
 AG9471
 AG9471.The orthometric height was determined by GPS observations and a
 AG9471.high-resolution geoid model.
 AG9471
 AG9471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9471
 AG9471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9471
 AG9471.The ellipsoidal height was determined by GPS observations
 AG9471.and is referenced to NAD 83.
 AG9471
 AG9471.The geoid height was determined by GEOID03.
 AG9471
 AG9471;                    North         East     Units Scale Factor Converg.
 AG9471;SPC FL W     -   269,682.154   196,229.569   MT  0.99994135   -0 01 01.5
 AG9471;SPC FL W     -   884,782.20    643,796.51   sFT  0.99994135   -0 01 01.5
 AG9471;UTM  17      - 2,961,142.533   396,809.354   MT  0.99973146   -0 28 03.0
 AG9471
 AG9471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9471!SPC FL W     -   1.00000327  x   0.99994135  =   0.99994462
 AG9471!UTM  17      -   1.00000327  x   0.99973146  =   0.99973473
 AG9471
 AG9471                          SUPERSEDED SURVEY CONTROL
 AG9471
 AG9471  NAD 83(1990)-  26 46 04.21422(N)    082 02 16.48257(W) AD(       ) 1
 AG9471  ELLIP H (11/12/93)  -20.77   (m)                       GP(       ) 4 1
 AG9471
 AG9471.Superseded values are not recommended for survey control.
 AG9471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9471.See file dsdata.txt to determine how the superseded data were derived.
 AG9471
 AG9471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9680961143(NAD 83)
 AG9471_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9471_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9471_SP_SET: PREFAB CONC. POST IN EARTH
 AG9471_STAMPING: GPS 01 43 23 05
 AG9471_MARK LOGO: FL-071
 AG9471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9471+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 AG9471
 AG9471  HISTORY     - Date     Condition        Report By
 AG9471  HISTORY     - 1990     MONUMENTED       JOHNSN
 AG9471  HISTORY     - 19910111 GOOD
 AG9471  HISTORY     - 19920930 GOOD             DENI
 AG9471  HISTORY     - 20060310 GOOD             HOLE
 AG9471
 AG9471                          STATION DESCRIPTION
 AG9471
 AG9471'DESCRIBED 1991
 AG9471'RECOVERED IN GOOD CONDITION.
 AG9471
 AG9471                          STATION RECOVERY (1992)
 AG9471
 AG9471'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9471'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9471'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 5, TWP 43S, RGE
 AG9471'23E, 13.5 MI (21.7 KM) NORTHWEST OF FORT MYERS, 11.5 MI (18.5 KM)
 AG9471'SOUTH OF PUNTA GORDA, 0.1 MI (0.2 KM) SOUTH OF THE LEE/CHARLOTTE
 AG9471'COUNTY LINE.
 AG9471'TO REACH STATION FROM THE JUNCTION OF STATE ROAD 78/PINE ISLAND ROAD
 AG9471'AND BURNT STORE ROAD/COUNTY ROAD 765, GO NORTH 8.9 MI (14.3 KM) ON
 AG9471'BURNT STORE ROAD TO MARK ON RIGHT.
 AG9471'STATION IS 108.4 FT (33.0 M) EAST OF THE CENTERLINE OF BURNT STORE
 AG9471'ROAD, 52.2 FT (15.9 M) NORTHWEST OF THE WESTMOST WOOD BILLBOARD
 AG9471'SUPPORT PILING, 10.0 FT (3.0 M) WEST OF A WITNESS POST.
 AG9471'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AG9471'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AG9471'CONCRETE POST, 6 INCHES BELOW GROUND LEVEL.
 AG9471
 AG9471                          STATION RECOVERY (2006)
 AG9471
 AG9471'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9471'WITNESS POST MISSING. CHANGE 52.2 FT (15.9 M) TO 51.0 FT (15.5 M)
 AG9471'NORTHWEST OF THE WESTMOST NEW WOOD BILLBOARD SUPPORT PILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8687 ***********************************************************************
 AD8687  DESIGNATION -  43 23 14 01
 AD8687  PID         -  AD8687
 AD8687  STATE/COUNTY-  FL/LEE
 AD8687  USGS QUAD   -  FORT MYERS NW (1987)
 AD8687
 AD8687                         *CURRENT SURVEY CONTROL
 AD8687  ___________________________________________________________________
 AD8687* NAD 83(1999)-  26 43 38.65313(N)    081 59 21.99800(W)     ADJUSTED  
 AD8687* NAVD 88     -         4.3    (meters)      14.     (feet)  GPS OBS   
 AD8687  ___________________________________________________________________
 AD8687  X           -     794,398.649 (meters)                     COMP
 AD8687  Y           -  -5,644,893.690 (meters)                     COMP
 AD8687  Z           -   2,851,262.191 (meters)                     COMP
 AD8687  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AD8687  ELLIP HEIGHT-         -19.70  (meters)          (07/06/01) GPS OBS
 AD8687  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AD8687
 AD8687  HORZ ORDER  -  FIRST
 AD8687  ELLP ORDER  -  FOURTH    CLASS II
 AD8687
 AD8687.The horizontal coordinates were established by GPS observations
 AD8687.and adjusted by the National Geodetic Survey in July 2001..
 AD8687
 AD8687.The orthometric height was determined by GPS observations and a
 AD8687.high-resolution geoid model.
 AD8687
 AD8687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8687
 AD8687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8687
 AD8687.The ellipsoidal height was determined by GPS observations
 AD8687.and is referenced to NAD 83.
 AD8687
 AD8687.The geoid height was determined by GEOID03.
 AD8687
 AD8687;                    North         East     Units Scale Factor Converg.
 AD8687;SPC FL W     -   265,201.819   201,050.198   MT  0.99994119   +0 00 17.1
 AD8687;SPC FL W     -   870,082.97    659,612.19   sFT  0.99994119   +0 00 17.1
 AD8687;UTM  17      - 2,956,625.443   401,593.606   MT  0.99971955   -0 26 42.1
 AD8687
 AD8687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8687!SPC FL W     -   1.00000309  x   0.99994119  =   0.99994428
 AD8687!UTM  17      -   1.00000309  x   0.99971955  =   0.99972264
 AD8687
 AD8687                          SUPERSEDED SURVEY CONTROL
 AD8687
 AD8687  NAD 83(1990)-  26 43 38.65148(N)    081 59 21.99720(W) AD(       ) 1
 AD8687  ELLIP H (11/12/93)  -19.64   (m)                       GP(       ) 4 1
 AD8687
 AD8687.Superseded values are not recommended for survey control.
 AD8687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8687.See file dsdata.txt to determine how the superseded data were derived.
 AD8687
 AD8687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0159456625(NAD 83)
 AD8687_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AD8687_SP_SET: PREFAB CONC. POST IN EARTH
 AD8687_STAMPING: GPS 01 432314
 AD8687_MARK LOGO: FL-071
 AD8687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8687+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1992
 AD8687
 AD8687  HISTORY     - Date     Condition        Report By
 AD8687  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8687  HISTORY     - 19910111 GOOD
 AD8687  HISTORY     - 19921001 GOOD             DENI
 AD8687
 AD8687                          STATION DESCRIPTION
 AD8687
 AD8687'DESCRIBED 1991
 AD8687'RECOVERED IN GOOD CONDITION.
 AD8687
 AD8687                          STATION RECOVERY (1992)
 AD8687
 AD8687'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8687'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8687'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14, TWP 43S,
 AD8687'RGE 23E, 9.2 MI (14.8 KM) NORTHWEST OF FORT MYERS, 2.9 MI (4.7 KM)
 AD8687'SOUTH OF THE LEE/CHARLOTTE COUNTY LINE, 3.1 MI (5.0 KM) EAST OF BURNT
 AD8687'STORE ROAD/COUNTY ROAD 765.    --NOTE--4WD VEHICLE ADVISED.
 AD8687'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AD8687'AND BURNT STORE ROAD/COUNTY ROAD 765, GO NORTH 3.5 MI (5.6 KM) ON
 AD8687'BURNT STORE ROAD TO VAN BUREN PARKWAY, THEN EAST 1.0 MI (1.6 KM) TO
 AD8687'NORTH EL DORADO BOULEVARD, THEN NORTH 1.5 MI (2.4 KM) TO JACARANDA
 AD8687'PARKWAY, THEN EAST 1.0 MI (1.6 KM) TO THE JUNCTION WITH NORTH
 AD8687'CHIQUITA BOULEVARD AND A SAND TRAIL LEADING NORTH, THEN ALONG SAND
 AD8687'TRAIL 0.4 MI (0.6 KM) NORTH, 0.3 MI (0.5 KM) EASTERLY, 0.3 MI
 AD8687'(0.5 KM) NORTHERLY, AND 0.9 MI (1.4 KM) EASTERLY TO THE WEST END OF A
 AD8687'LARGE DIRT STOCK PILE, THEN 0.1 MI (0.2 KM) NORTHWEST ALONG A SAND
 AD8687'TRAIL LEADING AWAY FROM THE STOCK PILE TO THE MARK ON THE RIGHT.
 AD8687'STATION IS 50 FT (15.2 M) NORTHEAST OF THE CENTERLINE OF THE SAND
 AD8687'TRAIL, 83 FT (25.3 M) SOUTHWEST OF THE CENTERLINE OF A SAND TRAIL,
 AD8687'46.0 FT (14.0 M) AT A MAGNETIC BEARING OF 24 DEGREES SOUTHWEST OF A 5
 AD8687'INCH PINE, 20.8 FT (6.3 M) AT A MAGNETIC BEARING OF 63 DEGREES
 AD8687'SOUTHWEST OF A 4 INCH PINE, 28.0 FT (8.5 M) AT A MAGNETIC BEARING OF
 AD8687'28 DEGREES NORTHWEST OF A 5 INCH PINE, AND 10.1 FT (3.1 M) NORTHWEST
 AD8687'OF A WITNESS POST.
 AD8687'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8687'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8687'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9231 ***********************************************************************
 AI9231  DESIGNATION -  43 25.545
 AI9231  PID         -  AI9231
 AI9231  STATE/COUNTY-  FL/SEMINOLE
 AI9231  USGS QUAD   -  GENEVA (1953)
 AI9231
 AI9231                         *CURRENT SURVEY CONTROL
 AI9231  ___________________________________________________________________
 AI9231* NAD 83(1986)-  28 42 51.     (N)    081 02 10.     (W)     SCALED    
 AI9231* NAVD 88     -         7.487  (meters)      24.56   (feet)  ADJUSTED  
 AI9231  ___________________________________________________________________
 AI9231  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AI9231  DYNAMIC HT  -           7.477 (meters)      24.53  (feet)  COMP
 AI9231  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AI9231
 AI9231  VERT ORDER  -  SECOND    CLASS I
 AI9231
 AI9231.The horizontal coordinates were scaled from a topographic map and have
 AI9231.an estimated accuracy of +/- 6 seconds.
 AI9231
 AI9231.The orthometric height was determined by differential leveling
 AI9231.and adjusted by the National Geodetic Survey in April 2001..
 AI9231
 AI9231.The geoid height was determined by GEOID03.
 AI9231
 AI9231.The dynamic height is computed by dividing the NAVD 88
 AI9231.geopotential number by the normal gravity value computed on the
 AI9231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9231.degrees latitude (g = 980.6199 gals.).
 AI9231
 AI9231.The modeled gravity was interpolated from observed gravity values.
 AI9231
 AI9231;                    North         East    Units  Estimated Accuracy
 AI9231;SPC FL E     -   485,350.      196,470.      MT  (+/- 180 meters Scaled)
 AI9231
 AI9231                          SUPERSEDED SURVEY CONTROL
 AI9231
 AI9231.No superseded survey control is available for this station.
 AI9231
 AI9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM964763(NAD 83)
 AI9231_MARKER: DD = SURVEY DISK
 AI9231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9231_SP_SET: ABUTMENT
 AI9231_STAMPING: 43 25.545
 AI9231_MARK LOGO: FLSRD 
 AI9231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9231+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1998
 AI9231
 AI9231  HISTORY     - Date     Condition        Report By
 AI9231  HISTORY     - UNK      MONUMENTED       FLSRD
 AI9231  HISTORY     - 19980129 GOOD             FLDEP
 AI9231
 AI9231                          STATION DESCRIPTION
 AI9231
 AI9231'DESCRIBED BY FL DEPT OF ENV PRO 1998
 AI9231'THE MARK IS ABOUT 16.0 MI (25.7 KM) EAST OF THE INTERSECTION OF U.S.
 AI9231'HIGHWAYS 17, 92 AND STATE ROAD 46 IN SANFORD, AT THE STATE ROAD 46
 AI9231'BRIDGE OVER THE ST JOHNS RIVER, IN SECTION 32, TOWNSHIP 20 SOUTH,
 AI9231'RANGE 33 EAST. TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 95
 AI9231'AND STATE ROAD 46 WEST OF MIMS, GO WEST ON STATE ROAD 46 FOR 11.5 MI
 AI9231'(18.5 KM) TO THE WEST END OF THE BRIDGE OVER THE ST JOHNS RIVER AND
 AI9231'THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE
 AI9231'INTERSECTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 46 IN SANFORD, GO
 AI9231'EAST ON STATE ROAD 46 FOR 16.0 MI (25.7 KM) TO THE BRIDGE OVER THE ST
 AI9231'JOHNS RIVER AND THE MARK, SET IN THE ABUTMENT AT THE SOUTHWEST END OF
 AI9231'THE BRIDGE. LOCATED 17.2 FT (5.2 M) SOUTH OF THE CENTERLINE OF STATE
 AI9231'ROAD 46 AND 0.5 FT (15.2 CM) WEST OF THE EAST END OF THE SOUTHWEST
 AI9231'CONCRETE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7032 ***********************************************************************
 AG7032  DESIGNATION -  43 C OF SP
 AG7032  PID         -  AG7032
 AG7032  STATE/COUNTY-  FL/PINELLAS
 AG7032  USGS QUAD   -  ST PETERSBURG (1987)
 AG7032
 AG7032                         *CURRENT SURVEY CONTROL
 AG7032  ___________________________________________________________________
 AG7032* NAD 83(1986)-  27 46 39.     (N)    082 38 19.     (W)     SCALED    
 AG7032* NAVD 88     -        11.758  (meters)      38.58   (feet)  ADJUSTED  
 AG7032  ___________________________________________________________________
 AG7032  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7032  DYNAMIC HT  -          11.741 (meters)      38.52  (feet)  COMP
 AG7032  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 AG7032
 AG7032  VERT ORDER  -  SECOND    CLASS II
 AG7032
 AG7032.The horizontal coordinates were scaled from a topographic map and have
 AG7032.an estimated accuracy of +/- 6 seconds.
 AG7032
 AG7032.The orthometric height was determined by differential leveling
 AG7032.and adjusted by the National Geodetic Survey in June 1991..
 AG7032
 AG7032.The geoid height was determined by GEOID03.
 AG7032
 AG7032.The dynamic height is computed by dividing the NAVD 88
 AG7032.geopotential number by the normal gravity value computed on the
 AG7032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7032.degrees latitude (g = 980.6199 gals.).
 AG7032
 AG7032.The modeled gravity was interpolated from observed gravity values.
 AG7032
 AG7032;                    North         East    Units  Estimated Accuracy
 AG7032;SPC FL W     -   381,720.      137,060.      MT  (+/- 180 meters Scaled)
 AG7032
 AG7032                          SUPERSEDED SURVEY CONTROL
 AG7032
 AG7032  NGVD 29 (??/??/92)   12.024  (m)           39.45   (f) ADJ UNCH    2 2
 AG7032
 AG7032.Superseded values are not recommended for survey control.
 AG7032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7032.See file dsdata.txt to determine how the superseded data were derived.
 AG7032
 AG7032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL385736(NAD 83)
 AG7032_MARKER: DB = BENCH MARK DISK
 AG7032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7032_SP_SET: CONCRETE POST
 AG7032_PROJECTION: FLUSH
 AG7032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7032+STABILITY: SURFACE MOTION
 AG7032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7032+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AG7032
 AG7032  HISTORY     - Date     Condition        Report By
 AG7032  HISTORY     - UNK      MONUMENTED       FL2730
 AG7032  HISTORY     - 1977     GOOD             FL-103
 AG7032  HISTORY     - 19980117 GOOD             USPSQD
 AG7032  HISTORY     - 20041018 GOOD             USPSQD
 AG7032
 AG7032                          STATION DESCRIPTION
 AG7032
 AG7032'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7032'IN ST PETERSBURG.
 AG7032'THE STATION IS LOCATED AT THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7032'SR 595 5TH AVE. N. STATION IS S.W. CORNER, 46.7 FT. WEST OF THE
 AG7032'CENTERLINE OF 4TH ST. N., 36.8 FT. SOUTH OF THE CENTERLINE OF 5TH AVE.
 AG7032'N., 20.4 FT. N.E. OF THE N.E. CORNER OF A TWO STORY FRAME APT.
 AG7032'BUILDING 456 4TH ST., 12.3 FT. WEST OF A POWER AND LIGHT POLE NUMBER
 AG7032'1-82099, 1.2 FT. WEST OF THE BACK OF SIDEWALK, 0.8 FT. SOUTH OF THE
 AG7032'BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AG7032'THE GROUND.
 AG7032
 AG7032                          STATION RECOVERY (1998)
 AG7032
 AG7032'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7032'RECOVERED IN GOOD CONDITION.
 AG7032
 AG7032                          STATION RECOVERY (2004)
 AG7032
 AG7032'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5764 ***********************************************************************
 AD5764  DESIGNATION -  43 FLHD
 AD5764  PID         -  AD5764
 AD5764  STATE/COUNTY-  FL/BROWARD
 AD5764  USGS QUAD   -  COOPER CITY (1983)
 AD5764
 AD5764                         *CURRENT SURVEY CONTROL
 AD5764  ___________________________________________________________________
 AD5764* NAD 83(1986)-  26 03 48.     (N)    080 18 48.     (W)     SCALED    
 AD5764* NAVD 88     -         4.283  (meters)      14.05   (feet)  ADJUSTED  
 AD5764  ___________________________________________________________________
 AD5764  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AD5764  DYNAMIC HT  -           4.276 (meters)      14.03  (feet)  COMP
 AD5764  MODELED GRAV-     979,055.3   (mgal)                       NAVD 88
 AD5764
 AD5764  VERT ORDER  -  FIRST     CLASS II
 AD5764
 AD5764.The horizontal coordinates were scaled from a topographic map and have
 AD5764.an estimated accuracy of +/- 6 seconds.
 AD5764
 AD5764.The orthometric height was determined by differential leveling
 AD5764.and adjusted by the National Geodetic Survey in June 1991..
 AD5764
 AD5764.The geoid height was determined by GEOID03.
 AD5764
 AD5764.The dynamic height is computed by dividing the NAVD 88
 AD5764.geopotential number by the normal gravity value computed on the
 AD5764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5764.degrees latitude (g = 980.6199 gals.).
 AD5764
 AD5764.The modeled gravity was interpolated from observed gravity values.
 AD5764
 AD5764;                    North         East    Units  Estimated Accuracy
 AD5764;SPC FL E     -   191,810.      268,710.      MT  (+/- 180 meters Scaled)
 AD5764
 AD5764                          SUPERSEDED SURVEY CONTROL
 AD5764
 AD5764  NGVD 29 (09/01/92)    4.772  (m)           15.66   (f) ADJUSTED    1 2
 AD5764
 AD5764.Superseded values are not recommended for survey control.
 AD5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5764.See file dsdata.txt to determine how the superseded data were derived.
 AD5764
 AD5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ686828(NAD 83)
 AD5764_MARKER: DB = BENCH MARK DISK
 AD5764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5764_SP_SET: BRIDGE ABUTMENT
 AD5764_STAMPING: 43 15.71
 AD5764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5764
 AD5764  HISTORY     - Date     Condition        Report By
 AD5764  HISTORY     - UNK      MONUMENTED       FLHD
 AD5764  HISTORY     - 1978     GOOD             FL-011
 AD5764
 AD5764                          STATION DESCRIPTION
 AD5764
 AD5764'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5764'2.6 MI WEST FROM COOPER CITY.
 AD5764'ABOUT 2.6 MILES WEST OF COOPER CITY CITY HALL. THE MARK IS LOCATED ON
 AD5764'A BRIDGE ABUTMENT ON STATE ROAD 823 (FLAMINGO ROAD) AT THE
 AD5764'INTERSECTION OF STATE ROAD 818 (GRIFFIN ROAD). THE MARK IS SET IN THE
 AD5764'SOUTHEAST BRIDGE ABUTMENT, 16 FEET EAST OF THE CENTERLINE OF PAVEMENT
 AD5764'OF FLAMINGO ROAD, 35 FEET NORTH OF THE CENTERLINE OF PAVEMENT OF
 AD5764'GRIFFIN ROAD. THE BRIDGE SPANS THE C-11 (SOUTH NEW RIVER) CANAL. THE
 AD5764'MARK IS A STATE ROAD DEPARTMENT DISK.
 AD5764'THE MARK IS 2 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2730 ***********************************************************************
 AQ2730  DESIGNATION -  43 WSM
 AQ2730  PID         -  AQ2730
 AQ2730  STATE/COUNTY-  FL/FLAGLER
 AQ2730  USGS QUAD   -  CODYS CORNER (1993)
 AQ2730
 AQ2730                         *CURRENT SURVEY CONTROL
 AQ2730  ___________________________________________________________________
 AQ2730* NAD 83(1999)-  29 19 17.01465(N)    081 18 36.17310(W)     ADJUSTED  
 AQ2730* NAVD 88     -         5.346  (meters)      17.54   (feet)  ADJUSTED  
 AQ2730  ___________________________________________________________________
 AQ2730  X           -     840,871.326 (meters)                     COMP
 AQ2730  Y           -  -5,501,571.328 (meters)                     COMP
 AQ2730  Z           -   3,104,997.622 (meters)                     COMP
 AQ2730  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AQ2730  ELLIP HEIGHT-         -23.04  (meters)          (05/31/01) GPS OBS
 AQ2730  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AQ2730  DYNAMIC HT  -           5.339 (meters)      17.52  (feet)  COMP
 AQ2730  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AQ2730
 AQ2730  HORZ ORDER  -  B
 AQ2730  VERT ORDER  -  SECOND    CLASS I
 AQ2730  ELLP ORDER  -  FIFTH     CLASS I
 AQ2730
 AQ2730.The horizontal coordinates were established by GPS observations
 AQ2730.and adjusted by the National Geodetic Survey in May 2001..
 AQ2730
 AQ2730.The orthometric height was determined by differential leveling
 AQ2730.and adjusted by the National Geodetic Survey in May 2004..
 AQ2730
 AQ2730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2730
 AQ2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2730
 AQ2730.The ellipsoidal height was determined by GPS observations
 AQ2730.and is referenced to NAD 83.
 AQ2730
 AQ2730.The geoid height was determined by GEOID03.
 AQ2730
 AQ2730.The dynamic height is computed by dividing the NAVD 88
 AQ2730.geopotential number by the normal gravity value computed on the
 AQ2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2730.degrees latitude (g = 980.6199 gals.).
 AQ2730
 AQ2730.The modeled gravity was interpolated from observed gravity values.
 AQ2730
 AQ2730;                    North         East     Units Scale Factor Converg.
 AQ2730;SPC FL E     -   552,690.539   169,884.876   MT  0.99995236   -0 09 06.6
 AQ2730;SPC FL E     - 1,813,285.54    557,363.96   sFT  0.99995236   -0 09 06.6
 AQ2730;UTM  17      - 3,243,633.944   469,895.151   MT  0.99961118   -0 09 06.6
 AQ2730
 AQ2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2730!SPC FL E     -   1.00000362  x   0.99995236  =   0.99995598
 AQ2730!UTM  17      -   1.00000362  x   0.99961118  =   0.99961480
 AQ2730
 AQ2730                          SUPERSEDED SURVEY CONTROL
 AQ2730
 AQ2730  NAD 83(1990)-  29 19 17.01345(N)    081 18 36.17279(W) AD(       ) B
 AQ2730  ELLIP H (06/02/94)  -23.06   (m)                       GP(       ) 3 1
 AQ2730  NAD 83(1990)-  29 19 17.01343(N)    081 18 36.17372(W) AD(       ) 2
 AQ2730  ELLIP H (03/04/92)  -23.06   (m)                       GP(       ) 4 2
 AQ2730
 AQ2730.Superseded values are not recommended for survey control.
 AQ2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2730.See file dsdata.txt to determine how the superseded data were derived.
 AQ2730
 AQ2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6989543634(NAD 83)
 AQ2730_MARKER: DD = SURVEY DISK
 AQ2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2730_SP_SET: CONCRETE POST
 AQ2730_STAMPING: 43 WSM 1961 19 FT
 AQ2730_MARK LOGO: USGS  
 AQ2730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2730+STABILITY: SURFACE MOTION
 AQ2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2730+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1999
 AQ2730
 AQ2730  HISTORY     - Date     Condition        Report By
 AQ2730  HISTORY     - 1961     MONUMENTED       USGS
 AQ2730  HISTORY     - 19900302 GOOD             STEINA
 AQ2730  HISTORY     - 19930331 GOOD             NGS
 AQ2730  HISTORY     - 19990317 GOOD             FLDEP
 AQ2730
 AQ2730                          STATION DESCRIPTION
 AQ2730
 AQ2730'DESCRIBED BY STEINMAN AND ASSOCIATES 1990
 AQ2730'THE STATION IS LOCATED ALONG STATE ROAD 11 SOUTH OF CODY-S CORNER. IN
 AQ2730'FLAGLER COUNTY. IN THE VICINITY OF THE SOUTH 1/4 CORNER OF SECTION
 AQ2730'31-T13S-R30E.
 AQ2730'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF STATE
 AQ2730'ROAD 11 AND COUNTY ROAD 304 AT CODY-S CORNER.  PROCEED SOUTHERLY
 AQ2730'ALONG STATE ROAD 11 FOR A DISTANCE OF 1.5 MI (2.4 KM) TO THE STATION
 AQ2730'ON THE LEFT.  THE STATION IS A SIX INCH SQUARE CONCRETE MONUMENT WITH
 AQ2730'A USGS BRASS DISK STAMPED--43WSM 19 FEET-- SET 0.5 FEET WEST OF A
 AQ2730'BARBED WIRE FENCE EAST OF STATE ROAD 11.  THE STATION LIES 77.0 FT
 AQ2730'(23.5 M) EAST OF THE CENTERLINE OF STATE ROAD 11, 70.3 FT (21.4 M)
 AQ2730'NORTH OF THE CENTERLINE OF A DIRT ROAD TO THE -RELAY WILDLIFE
 AQ2730'MANAGEMENT AREA-, AND 58.7 FT (17.9 M) NORTH OF A FENCE CORNER IN THE
 AQ2730'NORTHEAST QUADRANT OF THE INTERSECTION.
 AQ2730'REFERENCES--
 AQ2730'KEITH AND SCHNARS REBAR AND CAP, SET EAST OF STATE ROAD 11 AND NORTH
 AQ2730'OF THE DIRT ROAD, NORTH 20 DEGREES WEST AT 49.53 FT (15.10 M) .
 AQ2730'KEITH AND SCHNARS NAIL AND CAP, SET IN THE EAST EDGE OF PAVEMENT NORTH
 AQ2730'OF THE DIRT ROAD, NORTH 51 DEGREES WEST AT 86.20 FT (26.27 M) .
 AQ2730'ALUMINUM -PCP- DISK, FOUND IN STATE ROAD 11 CENTERLINE AT THE DIRT
 AQ2730'ROAD, SOUTH 51 DEGREES WEST AT 98.39 FT (29.99 M) .
 AQ2730'SET CARSONITE WITNESS POST NORTH 10 DEGREES WEST AT 2.50 FT (0.76 M) .
 AQ2730
 AQ2730                          STATION RECOVERY (1993)
 AQ2730
 AQ2730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AQ2730'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) SOUTHWEST OF BUNNELL,
 AQ2730'2.4 KM (1.50 MI) SOUTH OF CODYS CORNER AND ON THE EAST SIDE OF STATE
 AQ2730'HIGHWAY 11. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AQ2730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND COUNTY
 AQ2730'ROAD 304 IN CODYS CORNER, GO SOUTH ALONG STATE HIGHWAY 11 FOR 1.5 KM
 AQ2730'(0.95 MI) TO THE STATION ON THE LEFT.
 AQ2730'THE STATION PROJECTS 4 CM ABOVE THE GROUND.  LOCATED 24.1 M (79.1 FT)
 AQ2730'EAST FROM THE CENTERLINE OF STATE HIGHWAY 11, 21.9 M (71.9 FT) NORTH
 AQ2730'FROM THE APPROXIMATE CENTERLINE OF A DIRT DRIVE LEADING TO A HUNTING
 AQ2730'CLUB, 0.7 M (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST, 0.3 M
 AQ2730'(1.0 FT) EAST FROM A METAL WITNESS POST AND 0.2 M (0.7 FT) WEST FROM
 AQ2730'A FENCE LINE.
 AQ2730
 AQ2730                          STATION RECOVERY (1999)
 AQ2730
 AQ2730'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0146 ***********************************************************************
 BE0146  DESIGNATION -  43 WSM USGS
 BE0146  PID         -  BE0146
 BE0146  STATE/COUNTY-  FL/JACKSON
 BE0146  USGS QUAD   -  SILLS (1994)
 BE0146
 BE0146                         *CURRENT SURVEY CONTROL
 BE0146  ___________________________________________________________________
 BE0146* NAD 83(1986)-  30 54 32.     (N)    085 19 27.     (W)     SCALED    
 BE0146* NAVD 88     -        37.969  (meters)     124.57   (feet)  ADJUSTED  
 BE0146  ___________________________________________________________________
 BE0146  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BE0146  DYNAMIC HT  -          37.921 (meters)     124.41  (feet)  COMP
 BE0146  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 BE0146
 BE0146  VERT ORDER  -  SECOND    CLASS 0
 BE0146
 BE0146.The horizontal coordinates were scaled from a topographic map and have
 BE0146.an estimated accuracy of +/- 6 seconds.
 BE0146
 BE0146.The orthometric height was determined by differential leveling
 BE0146.and adjusted by the National Geodetic Survey in June 1991..
 BE0146
 BE0146.The geoid height was determined by GEOID03.
 BE0146
 BE0146.The dynamic height is computed by dividing the NAVD 88
 BE0146.geopotential number by the normal gravity value computed on the
 BE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0146.degrees latitude (g = 980.6199 gals.).
 BE0146
 BE0146.The modeled gravity was interpolated from observed gravity values.
 BE0146
 BE0146;                    North         East    Units  Estimated Accuracy
 BE0146;SPC FL N     -   211,890.      521,210.      MT  (+/- 180 meters Scaled)
 BE0146
 BE0146                          SUPERSEDED SURVEY CONTROL
 BE0146
 BE0146  NGVD 29 (??/??/92)   38.084  (m)          124.95   (f) ADJ UNCH    2 0
 BE0146
 BE0146.Superseded values are not recommended for survey control.
 BE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0146.See file dsdata.txt to determine how the superseded data were derived.
 BE0146
 BE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV601207(NAD 83)
 BE0146_MARKER: DD = SURVEY DISK
 BE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0146_STAMPING: 43 WSM 1948 125
 BE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0146+STABILITY: SURFACE MOTION
 BE0146
 BE0146  HISTORY     - Date     Condition        Report By
 BE0146  HISTORY     - 1948     MONUMENTED       USGS
 BE0146  HISTORY     - 1952     GOOD             NGS
 BE0146  HISTORY     - 1964     GOOD             NGS
 BE0146  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0146
 BE0146                          STATION DESCRIPTION
 BE0146
 BE0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0146'8 MI SE FROM CAMPBELLTON.
 BE0146'ABOUT 5.7 MILES EAST ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT
 BE0146'CAMPBELLTON TO JUNCTION OF A ROAD SOUTHWEST AT A POINT ABOUT
 BE0146'0.55 MILE WEST OF BRIDGE OVER MARSHALL CREEK, THENCE ABOUT 2.3
 BE0146'MILES SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.9 MILE SOUTHWEST
 BE0146'OF A CHURCH, ABOUT 0.2 MILE SOUTHWEST OF A GROUP OF FARM
 BE0146'BUILDINGS, 19 FEET SOUTHEAST OF CENTER LINE OF ROAD, 19 FEET
 BE0146'NORTHEAST OF A MULTIPLE CHINABERRY TREE, 25 FEET NORTH OF A
 BE0146'FENCE CORNER, 29 FEET NORTHEAST OF A 40-INCH OAK TREE, 2 FEET
 BE0146'NORTH OF ANOTHER FENCE CORNER, 1 1/2 FEET NORTHEAST OF A WHITE
 BE0146'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND
 BE0146'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BE0146
 BE0146                          STATION RECOVERY (1964)
 BE0146
 BE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE0146'RECOVERED IN GOOD CONDITION.
 BE0146
 BE0146                          STATION RECOVERY (2001)
 BE0146
 BE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0146'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0277 ***********************************************************************
 AG0277  DESIGNATION -  430 FLHD
 AG0277  PID         -  AG0277
 AG0277  STATE/COUNTY-  FL/PINELLAS
 AG0277  USGS QUAD   -  CLEARWATER (1987)
 AG0277
 AG0277                         *CURRENT SURVEY CONTROL
 AG0277  ___________________________________________________________________
 AG0277* NAD 83(1986)-  27 58 31.     (N)    082 47 47.     (W)     SCALED    
 AG0277* NAVD 88     -         8.011  (meters)      26.28   (feet)  ADJUSTED  
 AG0277  ___________________________________________________________________
 AG0277  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG0277  DYNAMIC HT  -           7.999 (meters)      26.24  (feet)  COMP
 AG0277  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AG0277
 AG0277  VERT ORDER  -  SECOND    CLASS II
 AG0277
 AG0277.The horizontal coordinates were scaled from a topographic map and have
 AG0277.an estimated accuracy of +/- 6 seconds.
 AG0277
 AG0277.The orthometric height was determined by differential leveling
 AG0277.and adjusted by the National Geodetic Survey in June 1991..
 AG0277
 AG0277.The geoid height was determined by GEOID03.
 AG0277
 AG0277.The dynamic height is computed by dividing the NAVD 88
 AG0277.geopotential number by the normal gravity value computed on the
 AG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0277.degrees latitude (g = 980.6199 gals.).
 AG0277
 AG0277.The modeled gravity was interpolated from observed gravity values.
 AG0277
 AG0277;                    North         East    Units  Estimated Accuracy
 AG0277;SPC FL W     -   403,730.      121,650.      MT  (+/- 180 meters Scaled)
 AG0277
 AG0277                          SUPERSEDED SURVEY CONTROL
 AG0277
 AG0277  NGVD 29 (??/??/92)    8.274  (m)           27.15   (f) ADJ UNCH    2 2
 AG0277
 AG0277.Superseded values are not recommended for survey control.
 AG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0277.See file dsdata.txt to determine how the superseded data were derived.
 AG0277
 AG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233957(NAD 83)
 AG0277_MARKER: DD = SURVEY DISK
 AG0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0277_SP_SET: CURB
 AG0277_STAMPING: 430
 AG0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0277
 AG0277  HISTORY     - Date     Condition        Report By
 AG0277  HISTORY     - UNK      MONUMENTED       FLHD
 AG0277  HISTORY     - 1976     GOOD             NGS
 AG0277  HISTORY     - 19870702 GOOD             USPSQD
 AG0277
 AG0277                          STATION DESCRIPTION
 AG0277
 AG0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0277'IN CLEARWATER.
 AG0277'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.R.
 AG0277'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0277'ON S.R. 590 FOR 0.25 MILE TO THE INTERSECTION ON S.R. S-595-B (MYRTLE
 AG0277'AVE.).  TURN LEFT AND RUN NORTHERLY ON S.R. S-595-B FOR 0.50 MILE TO
 AG0277'THE INTERSECTION OF PALMETTO ST. STATION ON LEFT, N.E. CORNER, 41.6
 AG0277'FT. EAST OF THE CENTERLINE OF MYRTLE AVE., 28.6 FT. SOUTH OF THE
 AG0277'CENTERLINE OF PALMETTO ST., 32.0 FT. N.E. OF CONCRETE SIGNAL LIGHT
 AG0277'POLE (NO NUMBER), 88.6 FT. WEST OF THE N.W. CORNER OF A SINGLE-STORY
 AG0277'CONCRETE BLOCK BUILDING (803 PALMETTO ST.).  SET IN THE TOP OF
 AG0277'CONCRETE CURB.  SECTION 10, T 29, R 15.
 AG0277
 AG0277                          STATION RECOVERY (1987)
 AG0277
 AG0277'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0275 ***********************************************************************
 AG0275  DESIGNATION -  431 FLHD
 AG0275  PID         -  AG0275
 AG0275  STATE/COUNTY-  FL/PINELLAS
 AG0275  USGS QUAD   -  CLEARWATER (1987)
 AG0275
 AG0275                         *CURRENT SURVEY CONTROL
 AG0275  ___________________________________________________________________
 AG0275* NAD 83(1986)-  27 58 07.     (N)    082 44 59.     (W)     SCALED    
 AG0275* NAVD 88     -        22.317  (meters)      73.22   (feet)  ADJUSTED  
 AG0275  ___________________________________________________________________
 AG0275  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0275  DYNAMIC HT  -          22.284 (meters)      73.11  (feet)  COMP
 AG0275  MODELED GRAV-     979,188.2   (mgal)                       NAVD 88
 AG0275
 AG0275  VERT ORDER  -  SECOND    CLASS II
 AG0275
 AG0275.The horizontal coordinates were scaled from a topographic map and have
 AG0275.an estimated accuracy of +/- 6 seconds.
 AG0275
 AG0275.The orthometric height was determined by differential leveling
 AG0275.and adjusted by the National Geodetic Survey in June 1991..
 AG0275
 AG0275.The geoid height was determined by GEOID03.
 AG0275
 AG0275.The dynamic height is computed by dividing the NAVD 88
 AG0275.geopotential number by the normal gravity value computed on the
 AG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0275.degrees latitude (g = 980.6199 gals.).
 AG0275
 AG0275.The modeled gravity was interpolated from observed gravity values.
 AG0275
 AG0275;                    North         East    Units  Estimated Accuracy
 AG0275;SPC FL W     -   402,960.      126,240.      MT  (+/- 180 meters Scaled)
 AG0275
 AG0275                          SUPERSEDED SURVEY CONTROL
 AG0275
 AG0275  NGVD 29 (??/??/92)   22.578  (m)           74.07   (f) ADJ UNCH    2 2
 AG0275
 AG0275.Superseded values are not recommended for survey control.
 AG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0275.See file dsdata.txt to determine how the superseded data were derived.
 AG0275
 AG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL278949(NAD 83)
 AG0275_MARKER: DD = SURVEY DISK
 AG0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0275_SP_SET: HEADWALL
 AG0275_STAMPING: 431
 AG0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0275
 AG0275  HISTORY     - Date     Condition        Report By
 AG0275  HISTORY     - UNK      MONUMENTED       FLHD
 AG0275  HISTORY     - 1976     GOOD             NGS
 AG0275
 AG0275                          STATION DESCRIPTION
 AG0275
 AG0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0275'IN CLEARWATER.
 AG0275'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.R.
 AG0275'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0275'FOR 3.15 MILES.  STATION ON RIGHT, 31.6 FT. SOUTH OF THE CENTERLINE OF
 AG0275'DREW ST., 202.8 FT. WEST OF THE CENTERLINE OF STARCREST DR., 49.9 FT.
 AG0275'N.E. OF THE N.W. CORNER OF A ONE-STORY BLOCK BUILDING (2111 DREW ST.).
 AG0275'SET IN THE TOP OF A CONCRETE HEADWALL.  HEADWALL IS FLUSH WITH THE
 AG0275'GROUND.  SECTION 13, T 29, R 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0276 ***********************************************************************
 AG0276  DESIGNATION -  432 FLHD
 AG0276  PID         -  AG0276
 AG0276  STATE/COUNTY-  FL/PINELLAS
 AG0276  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0276
 AG0276                         *CURRENT SURVEY CONTROL
 AG0276  ___________________________________________________________________
 AG0276* NAD 83(1986)-  27 58 07.     (N)    082 44 29.     (W)     SCALED    
 AG0276* NAVD 88     -        17.566  (meters)      57.63   (feet)  ADJUSTED  
 AG0276  ___________________________________________________________________
 AG0276  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG0276  DYNAMIC HT  -          17.541 (meters)      57.55  (feet)  COMP
 AG0276  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AG0276
 AG0276  VERT ORDER  -  SECOND    CLASS II
 AG0276
 AG0276.The horizontal coordinates were scaled from a topographic map and have
 AG0276.an estimated accuracy of +/- 6 seconds.
 AG0276
 AG0276.The orthometric height was determined by differential leveling
 AG0276.and adjusted by the National Geodetic Survey in June 1991..
 AG0276
 AG0276.The geoid height was determined by GEOID03.
 AG0276
 AG0276.The dynamic height is computed by dividing the NAVD 88
 AG0276.geopotential number by the normal gravity value computed on the
 AG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0276.degrees latitude (g = 980.6199 gals.).
 AG0276
 AG0276.The modeled gravity was interpolated from observed gravity values.
 AG0276
 AG0276;                    North         East    Units  Estimated Accuracy
 AG0276;SPC FL W     -   402,950.      127,060.      MT  (+/- 180 meters Scaled)
 AG0276
 AG0276                          SUPERSEDED SURVEY CONTROL
 AG0276
 AG0276  NGVD 29 (??/??/92)   17.828  (m)           58.49   (f) ADJ UNCH    2 2
 AG0276
 AG0276.Superseded values are not recommended for survey control.
 AG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0276.See file dsdata.txt to determine how the superseded data were derived.
 AG0276
 AG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287949(NAD 83)
 AG0276_MARKER: DD = SURVEY DISK
 AG0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0276_SP_SET: HEADWALL
 AG0276_STAMPING: 432
 AG0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0276
 AG0276  HISTORY     - Date     Condition        Report By
 AG0276  HISTORY     - UNK      MONUMENTED       FLHD
 AG0276  HISTORY     - 1976     GOOD             NGS
 AG0276
 AG0276                          STATION DESCRIPTION
 AG0276
 AG0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0276'IN CLEARWATER.
 AG0276'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.R.
 AG0276'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0276'FOR 3.75 MILES.  STATION ON RIGHT, 32.0 FT. SOUTH OF THE CENTERLINE OF
 AG0276'DREW ST., 121.4 FT.  EAST OF THE CENTERLINE OF MAPLEWOOD AVE., 1.0 FT.
 AG0276'EAST OF THE WEST END OF THE HEADWALL.  SET IN THE TOP OF A CONCRETE
 AG0276'HEADWALL.  SECTION 18, T 29, R 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6997 ***********************************************************************
 AG6997  DESIGNATION -  433 FLDT
 AG6997  PID         -  AG6997
 AG6997  STATE/COUNTY-  FL/PINELLAS
 AG6997  USGS QUAD   -  SEMINOLE (1995)
 AG6997
 AG6997                         *CURRENT SURVEY CONTROL
 AG6997  ___________________________________________________________________
 AG6997* NAD 83(1986)-  27 50 08.     (N)    082 47 00.     (W)     SCALED    
 AG6997* NAVD 88     -         3.279  (meters)      10.76   (feet)  ADJUSTED  
 AG6997  ___________________________________________________________________
 AG6997  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG6997  DYNAMIC HT  -           3.274 (meters)      10.74  (feet)  COMP
 AG6997  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AG6997
 AG6997  VERT ORDER  -  SECOND    CLASS II
 AG6997
 AG6997.The horizontal coordinates were scaled from a topographic map and have
 AG6997.an estimated accuracy of +/- 6 seconds.
 AG6997
 AG6997.The orthometric height was determined by differential leveling
 AG6997.and adjusted by the National Geodetic Survey in June 1991..
 AG6997
 AG6997.The geoid height was determined by GEOID03.
 AG6997
 AG6997.The dynamic height is computed by dividing the NAVD 88
 AG6997.geopotential number by the normal gravity value computed on the
 AG6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6997.degrees latitude (g = 980.6199 gals.).
 AG6997
 AG6997.The modeled gravity was interpolated from observed gravity values.
 AG6997
 AG6997;                    North         East    Units  Estimated Accuracy
 AG6997;SPC FL W     -   388,230.      122,840.      MT  (+/- 180 meters Scaled)
 AG6997
 AG6997                          SUPERSEDED SURVEY CONTROL
 AG6997
 AG6997  NGVD 29 (??/??/92)    3.545  (m)           11.63   (f) ADJ UNCH    2 2
 AG6997
 AG6997.Superseded values are not recommended for survey control.
 AG6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6997.See file dsdata.txt to determine how the superseded data were derived.
 AG6997
 AG6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL243802(NAD 83)
 AG6997_MARKER: DB = BENCH MARK DISK
 AG6997_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG6997_SP_SET: HEADWALL
 AG6997_STAMPING: 433
 AG6997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6997
 AG6997  HISTORY     - Date     Condition        Report By
 AG6997  HISTORY     - UNK      MONUMENTED       FLDT
 AG6997  HISTORY     - 1977     GOOD             FL-103
 AG6997  HISTORY     - 1983     GOOD             USPSQD
 AG6997  HISTORY     - 20011230 MARK NOT FOUND   USPSQD
 AG6997
 AG6997                          STATION DESCRIPTION
 AG6997
 AG6997'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6997'IN SEMINOLE.
 AG6997'TO REACH THE STATION FROM THE INTERSECTION OF SR. S-694 74TH AVE.,
 AG6997'PARK BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN SOUTHERLY
 AG6997'ON U.S. ALT. HWY. 19 FOR 0.30 MILE TO THE INTERSECTION OF 70TH AVE. N.
 AG6997'TURN LEFT AND RUN EASTERLY ON 70TH AVE. N. FOR 0.25 MILE. STATION ON
 AG6997'LEFT, 19.0FT. NORTH OF THE CENTERLINE OF 70TH AVE. N., 105.5 FT. E.S.
 AG6997'E. OF A POWER AND LIGHT POLE NUMBER 1-84483, 9.6 FT. NORTH OF THE
 AG6997'SOUTH END OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE
 AG6997'HEADWALL.
 AG6997
 AG6997                          STATION RECOVERY (1983)
 AG6997
 AG6997'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6997'RECOVERED IN GOOD CONDITION.
 AG6997
 AG6997                          STATION RECOVERY (2001)
 AG6997
 AG6997'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7000 ***********************************************************************
 AG7000  DESIGNATION -  434 FLDT
 AG7000  PID         -  AG7000
 AG7000  STATE/COUNTY-  FL/PINELLAS
 AG7000  USGS QUAD   -  SEMINOLE (1995)
 AG7000
 AG7000                         *CURRENT SURVEY CONTROL
 AG7000  ___________________________________________________________________
 AG7000* NAD 83(1986)-  27 50 54.     (N)    082 47 13.     (W)     SCALED    
 AG7000* NAVD 88     -         2.925  (meters)       9.60   (feet)  ADJUSTED  
 AG7000  ___________________________________________________________________
 AG7000  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG7000  DYNAMIC HT  -           2.921 (meters)       9.58  (feet)  COMP
 AG7000  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AG7000
 AG7000  VERT ORDER  -  SECOND    CLASS II
 AG7000
 AG7000.The horizontal coordinates were scaled from a topographic map and have
 AG7000.an estimated accuracy of +/- 6 seconds.
 AG7000
 AG7000.The orthometric height was determined by differential leveling
 AG7000.and adjusted by the National Geodetic Survey in June 1991..
 AG7000
 AG7000.The geoid height was determined by GEOID03.
 AG7000
 AG7000.The dynamic height is computed by dividing the NAVD 88
 AG7000.geopotential number by the normal gravity value computed on the
 AG7000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7000.degrees latitude (g = 980.6199 gals.).
 AG7000
 AG7000.The modeled gravity was interpolated from observed gravity values.
 AG7000
 AG7000;                    North         East    Units  Estimated Accuracy
 AG7000;SPC FL W     -   389,650.      122,490.      MT  (+/- 180 meters Scaled)
 AG7000
 AG7000                          SUPERSEDED SURVEY CONTROL
 AG7000
 AG7000  NGVD 29 (??/??/92)    3.191  (m)           10.47   (f) ADJ UNCH    2 2
 AG7000
 AG7000.Superseded values are not recommended for survey control.
 AG7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7000.See file dsdata.txt to determine how the superseded data were derived.
 AG7000
 AG7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240816(NAD 83)
 AG7000_MARKER: DB = BENCH MARK DISK
 AG7000_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7000_SP_SET: HEADWALL
 AG7000_STAMPING: 434
 AG7000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7000
 AG7000  HISTORY     - Date     Condition        Report By
 AG7000  HISTORY     - UNK      MONUMENTED       FLDT
 AG7000  HISTORY     - 1977     GOOD             FL-103
 AG7000  HISTORY     - 1983     GOOD             LOCSUR
 AG7000  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG7000
 AG7000                          STATION DESCRIPTION
 AG7000
 AG7000'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7000'IN SEMINOLE.
 AG7000'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG7000'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN NORTHERLY ON
 AG7000'U.S. ALT. HWY. 19 FOR 0.55 MILES. STATION ON RIGHT, 342.0 FT. EAST OF
 AG7000'THE CENTERLINE OF U.S. ALT. HWY. 19, 5.8 FT. NORTH OF THE SOUTH END OF
 AG7000'HEADWALL. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7000
 AG7000                          STATION RECOVERY (1983)
 AG7000
 AG7000'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG7000'RECOVERED IN GOOD CONDITION.
 AG7000
 AG7000                          STATION RECOVERY (2001)
 AG7000
 AG7000'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG7000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7012 ***********************************************************************
 AG7012  DESIGNATION -  435 FLDT
 AG7012  PID         -  AG7012
 AG7012  STATE/COUNTY-  FL/PINELLAS
 AG7012  USGS QUAD   -  CLEARWATER (1987)
 AG7012
 AG7012                         *CURRENT SURVEY CONTROL
 AG7012  ___________________________________________________________________
 AG7012* NAD 83(1986)-  27 55 26.     (N)    082 47 16.     (W)     SCALED    
 AG7012* NAVD 88     -        17.796  (meters)      58.39   (feet)  ADJUSTED  
 AG7012  ___________________________________________________________________
 AG7012  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AG7012  DYNAMIC HT  -          17.770 (meters)      58.30  (feet)  COMP
 AG7012  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AG7012
 AG7012  VERT ORDER  -  SECOND    CLASS II
 AG7012
 AG7012.The horizontal coordinates were scaled from a topographic map and have
 AG7012.an estimated accuracy of +/- 6 seconds.
 AG7012
 AG7012.The orthometric height was determined by differential leveling
 AG7012.and adjusted by the National Geodetic Survey in June 1991..
 AG7012
 AG7012.The geoid height was determined by GEOID03.
 AG7012
 AG7012.The dynamic height is computed by dividing the NAVD 88
 AG7012.geopotential number by the normal gravity value computed on the
 AG7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7012.degrees latitude (g = 980.6199 gals.).
 AG7012
 AG7012.The modeled gravity was interpolated from observed gravity values.
 AG7012
 AG7012;                    North         East    Units  Estimated Accuracy
 AG7012;SPC FL W     -   398,030.      122,460.      MT  (+/- 180 meters Scaled)
 AG7012
 AG7012                          SUPERSEDED SURVEY CONTROL
 AG7012
 AG7012  NGVD 29 (??/??/92)   18.059  (m)           59.25   (f) ADJ UNCH    2 2
 AG7012
 AG7012.Superseded values are not recommended for survey control.
 AG7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7012.See file dsdata.txt to determine how the superseded data were derived.
 AG7012
 AG7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240900(NAD 83)
 AG7012_MARKER: DB = BENCH MARK DISK
 AG7012_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7012_SP_SET: HEADWALL
 AG7012_STAMPING: 435
 AG7012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7012
 AG7012  HISTORY     - Date     Condition        Report By
 AG7012  HISTORY     - UNK      MONUMENTED       FLDT
 AG7012  HISTORY     - 1977     GOOD             FL-103
 AG7012
 AG7012                          STATION DESCRIPTION
 AG7012
 AG7012'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7012'IN LARGO.
 AG7012'TO REACH THE STATION FROM THE INTERSECTION OF SR 686 EAST BAY DRIVE
 AG7012'AND SR 595A MISSOURI AVE., RUN NORTHERLY ON MISSOURI AVE. FOR 0.40
 AG7012'MILE. STATION ON RIGHT, 65.0 FT. EAST OF THE CENTERLINE OF MISSOURI
 AG7012'AVE., 16.7 FT. E.S.E. OF A POWER POLE NUMBER LETW-29.5, 2.6 FT. NORTH
 AG7012'OF THE SOUTH END OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE
 AG7012'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7018 ***********************************************************************
 AG7018  DESIGNATION -  436 FLDT
 AG7018  PID         -  AG7018
 AG7018  STATE/COUNTY-  FL/PINELLAS
 AG7018  USGS QUAD   -  CLEARWATER (1987)
 AG7018
 AG7018                         *CURRENT SURVEY CONTROL
 AG7018  ___________________________________________________________________
 AG7018* NAD 83(1986)-  27 57 56.     (N)    082 45 29.     (W)     SCALED    
 AG7018* NAVD 88     -        19.643  (meters)      64.45   (feet)  ADJUSTED  
 AG7018  ___________________________________________________________________
 AG7018  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG7018  DYNAMIC HT  -          19.614 (meters)      64.35  (feet)  COMP
 AG7018  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AG7018
 AG7018  VERT ORDER  -  SECOND    CLASS II
 AG7018
 AG7018.The horizontal coordinates were scaled from a topographic map and have
 AG7018.an estimated accuracy of +/- 6 seconds.
 AG7018
 AG7018.The orthometric height was determined by differential leveling
 AG7018.and adjusted by the National Geodetic Survey in June 1991..
 AG7018
 AG7018.The geoid height was determined by GEOID03.
 AG7018
 AG7018.The dynamic height is computed by dividing the NAVD 88
 AG7018.geopotential number by the normal gravity value computed on the
 AG7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7018.degrees latitude (g = 980.6199 gals.).
 AG7018
 AG7018.The modeled gravity was interpolated from observed gravity values.
 AG7018
 AG7018;                    North         East    Units  Estimated Accuracy
 AG7018;SPC FL W     -   402,620.      125,420.      MT  (+/- 180 meters Scaled)
 AG7018
 AG7018                          SUPERSEDED SURVEY CONTROL
 AG7018
 AG7018  NGVD 29 (??/??/92)   19.904  (m)           65.30   (f) ADJ UNCH    2 2
 AG7018
 AG7018.Superseded values are not recommended for survey control.
 AG7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7018.See file dsdata.txt to determine how the superseded data were derived.
 AG7018
 AG7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270946(NAD 83)
 AG7018_MARKER: DB = BENCH MARK DISK
 AG7018_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7018_SP_SET: HEADWALL
 AG7018_STAMPING: 436
 AG7018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7018
 AG7018  HISTORY     - Date     Condition        Report By
 AG7018  HISTORY     - UNK      MONUMENTED       FLDT
 AG7018  HISTORY     - 1977     GOOD             FL-103
 AG7018  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 AG7018
 AG7018                          STATION DESCRIPTION
 AG7018
 AG7018'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7018'IN CLEARWATER.
 AG7018'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7018'NORTH FT. HARRISON AVE. AND SR 590 DREW ST., RUN EASTERLY ON SR 590
 AG7018'FOR 2.50 MILES TO CORONA AVE. TURN RIGHT, RUN SOUTHERLY ON CORONA AVE.
 AG7018'FOR 0.2 MILE TO CLEVELAND AVE. TURN LEFT ON CLEVELAND AVE. AND RUN
 AG7018'EASTERLY FOR 0.05 MILE. STATION ON RIGHT, 36.0 FT. SOUTH OF THE
 AG7018'CENTERLINE OF CLEVELAND AVE., 70.5 FT. N.W. OF THE N.W. CORNER OF A
 AG7018'1 STORY BLOCK HOUSE 1915 CLEVELAND AVE., 0.9 FT. EAST OF THE WEST END
 AG7018'OF A CONCRETE HEADWALL. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7018
 AG7018                          STATION RECOVERY (2003)
 AG7018
 AG7018'RECOVERY NOTE BY US POWER SQUADRON 2003 (RKS)
 AG7018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7052 ***********************************************************************
 AG7052  DESIGNATION -  437 FLDT
 AG7052  PID         -  AG7052
 AG7052  STATE/COUNTY-  FL/PINELLAS
 AG7052  USGS QUAD   -  ST PETERSBURG (1987)
 AG7052
 AG7052                         *CURRENT SURVEY CONTROL
 AG7052  ___________________________________________________________________
 AG7052* NAD 83(1986)-  27 46 39.     (N)    082 42 51.     (W)     SCALED    
 AG7052* NAVD 88     -         5.686  (meters)      18.65   (feet)  ADJUSTED  
 AG7052  ___________________________________________________________________
 AG7052  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7052  DYNAMIC HT  -           5.677 (meters)      18.63  (feet)  COMP
 AG7052  MODELED GRAV-     979,176.2   (mgal)                       NAVD 88
 AG7052
 AG7052  VERT ORDER  -  SECOND    CLASS II
 AG7052
 AG7052.The horizontal coordinates were scaled from a topographic map and have
 AG7052.an estimated accuracy of +/- 6 seconds.
 AG7052
 AG7052.The orthometric height was determined by differential leveling
 AG7052.and adjusted by the National Geodetic Survey in June 1991..
 AG7052
 AG7052.The geoid height was determined by GEOID03.
 AG7052
 AG7052.The dynamic height is computed by dividing the NAVD 88
 AG7052.geopotential number by the normal gravity value computed on the
 AG7052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7052.degrees latitude (g = 980.6199 gals.).
 AG7052
 AG7052.The modeled gravity was interpolated from observed gravity values.
 AG7052
 AG7052;                    North         East    Units  Estimated Accuracy
 AG7052;SPC FL W     -   381,760.      129,610.      MT  (+/- 180 meters Scaled)
 AG7052
 AG7052                          SUPERSEDED SURVEY CONTROL
 AG7052
 AG7052  NGVD 29 (??/??/92)    5.955  (m)           19.54   (f) ADJ UNCH    2 2
 AG7052
 AG7052.Superseded values are not recommended for survey control.
 AG7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7052.See file dsdata.txt to determine how the superseded data were derived.
 AG7052
 AG7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311737(NAD 83)
 AG7052_MARKER: DB = BENCH MARK DISK
 AG7052_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7052_SP_SET: CURB
 AG7052_STAMPING: 437
 AG7052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7052
 AG7052  HISTORY     - Date     Condition        Report By
 AG7052  HISTORY     - UNK      MONUMENTED       FLDT
 AG7052  HISTORY     - 1977     GOOD             FL-103
 AG7052  HISTORY     - 20040116 MARK NOT FOUND   USPSQD
 AG7052
 AG7052                          STATION DESCRIPTION
 AG7052
 AG7052'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7052'IN ST PETERSBURG.
 AG7052'THE STATION IS AT THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595 59TH
 AG7052'ST. N. TYRONE BLVD. AND SR 5TH AVE. N., LOCATED IN N.E. CORNER, 67.1
 AG7052'FT. NORTH OF THE CENTERLINE OF 5TH AVE. N., 51.0 FT. EAST OF THE
 AG7052'CENTERLINE OF 59TH ST. N. TYRONE BLVD., 1.6 FT. S.E. OF CENTERLINE OF
 AG7052'MANHOLE. SET IN THE TOP OF A CONCRETE INLET.
 AG7052
 AG7052                          STATION RECOVERY (2004)
 AG7052
 AG7052'RECOVERY NOTE BY US POWER SQUADRON 2004 (DFR)
 AG7052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7056 ***********************************************************************
 AG7056  DESIGNATION -  438 FLDT
 AG7056  PID         -  AG7056
 AG7056  STATE/COUNTY-  FL/PINELLAS
 AG7056  USGS QUAD   -  ST PETERSBURG (1987)
 AG7056
 AG7056                         *CURRENT SURVEY CONTROL
 AG7056  ___________________________________________________________________
 AG7056* NAD 83(1986)-  27 47 03.     (N)    082 43 04.     (W)     SCALED    
 AG7056* NAVD 88     -         5.786  (meters)      18.98   (feet)  ADJUSTED  
 AG7056  ___________________________________________________________________
 AG7056  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7056  DYNAMIC HT  -           5.778 (meters)      18.96  (feet)  COMP
 AG7056  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 AG7056
 AG7056  VERT ORDER  -  SECOND    CLASS II
 AG7056
 AG7056.The horizontal coordinates were scaled from a topographic map and have
 AG7056.an estimated accuracy of +/- 6 seconds.
 AG7056
 AG7056.The orthometric height was determined by differential leveling
 AG7056.and adjusted by the National Geodetic Survey in June 1991..
 AG7056
 AG7056.The geoid height was determined by GEOID03.
 AG7056
 AG7056.The dynamic height is computed by dividing the NAVD 88
 AG7056.geopotential number by the normal gravity value computed on the
 AG7056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7056.degrees latitude (g = 980.6199 gals.).
 AG7056
 AG7056.The modeled gravity was interpolated from observed gravity values.
 AG7056
 AG7056;                    North         East    Units  Estimated Accuracy
 AG7056;SPC FL W     -   382,500.      129,260.      MT  (+/- 180 meters Scaled)
 AG7056
 AG7056                          SUPERSEDED SURVEY CONTROL
 AG7056
 AG7056  NGVD 29 (??/??/92)    6.055  (m)           19.87   (f) ADJ UNCH    2 2
 AG7056
 AG7056.Superseded values are not recommended for survey control.
 AG7056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7056.See file dsdata.txt to determine how the superseded data were derived.
 AG7056
 AG7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL307744(NAD 83)
 AG7056_MARKER: DB = BENCH MARK DISK
 AG7056_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7056_SP_SET: SIDEWALK
 AG7056_STAMPING: 438
 AG7056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7056
 AG7056  HISTORY     - Date     Condition        Report By
 AG7056  HISTORY     - UNK      MONUMENTED       FLDT
 AG7056  HISTORY     - 1977     GOOD             FL-103
 AG7056  HISTORY     - 19980205 GOOD             USPSQD
 AG7056
 AG7056                          STATION DESCRIPTION
 AG7056
 AG7056'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7056'IN ST PETERSBURG.
 AG7056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7056'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7056'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.55 MILE. STATION ON RIGHT
 AG7056'74.8 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 250.2 FT. N.W. OF THE
 AG7056'CENTERLINE OF WINCHESTER RD., 1.7 FT. NORTH OF THE CENTERLINE OF A
 AG7056'MANHOLE COVER. SET IN THE TOP OF A CONCRETE INLET.
 AG7056
 AG7056                          STATION RECOVERY (1998)
 AG7056
 AG7056'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7058 ***********************************************************************
 AG7058  DESIGNATION -  439 FLDT
 AG7058  PID         -  AG7058
 AG7058  STATE/COUNTY-  FL/PINELLAS
 AG7058  USGS QUAD   -  ST PETERSBURG (1987)
 AG7058
 AG7058                         *CURRENT SURVEY CONTROL
 AG7058  ___________________________________________________________________
 AG7058* NAD 83(1986)-  27 47 10.     (N)    082 43 13.     (W)     SCALED    
 AG7058* NAVD 88     -         4.919  (meters)      16.14   (feet)  ADJUSTED  
 AG7058  ___________________________________________________________________
 AG7058  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7058  DYNAMIC HT  -           4.912 (meters)      16.12  (feet)  COMP
 AG7058  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AG7058
 AG7058  VERT ORDER  -  SECOND    CLASS II
 AG7058
 AG7058.The horizontal coordinates were scaled from a topographic map and have
 AG7058.an estimated accuracy of +/- 6 seconds.
 AG7058
 AG7058.The orthometric height was determined by differential leveling
 AG7058.and adjusted by the National Geodetic Survey in June 1991..
 AG7058
 AG7058.The geoid height was determined by GEOID03.
 AG7058
 AG7058.The dynamic height is computed by dividing the NAVD 88
 AG7058.geopotential number by the normal gravity value computed on the
 AG7058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7058.degrees latitude (g = 980.6199 gals.).
 AG7058
 AG7058.The modeled gravity was interpolated from observed gravity values.
 AG7058
 AG7058;                    North         East    Units  Estimated Accuracy
 AG7058;SPC FL W     -   382,720.      129,020.      MT  (+/- 180 meters Scaled)
 AG7058
 AG7058                          SUPERSEDED SURVEY CONTROL
 AG7058
 AG7058  NGVD 29 (??/??/92)    5.188  (m)           17.02   (f) ADJ UNCH    2 2
 AG7058
 AG7058.Superseded values are not recommended for survey control.
 AG7058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7058.See file dsdata.txt to determine how the superseded data were derived.
 AG7058
 AG7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL305746(NAD 83)
 AG7058_MARKER: DB = BENCH MARK DISK
 AG7058_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7058_SP_SET: HEADWALL
 AG7058_STAMPING: 439
 AG7058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7058
 AG7058  HISTORY     - Date     Condition        Report By
 AG7058  HISTORY     - UNK      MONUMENTED       FLDT
 AG7058  HISTORY     - 1977     GOOD             FL-103
 AG7058  HISTORY     - 19980205 GOOD             USPSQD
 AG7058
 AG7058                          STATION DESCRIPTION
 AG7058
 AG7058'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7058'IN ST PETERSBURG.
 AG7058'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7058'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7058'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.80 MILE. STATION ON RIGHT,
 AG7058'81.6 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 201.6 FT. N.W. OF THE
 AG7058'CENTERLINE OF NORFOLK ST. N., 18.5 FT. E.S.E. OF THE CENTERLINE OF
 AG7058'MANHOLE COVER. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7058
 AG7058                          STATION RECOVERY (1998)
 AG7058
 AG7058'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9472 ***********************************************************************
 AG9472  DESIGNATION -  44 23 17 01
 AG9472  PID         -  AG9472
 AG9472  STATE/COUNTY-  FL/LEE
 AG9472  USGS QUAD   -  MATLACHA (1987)
 AG9472
 AG9472                         *CURRENT SURVEY CONTROL
 AG9472  ___________________________________________________________________
 AG9472* NAD 83(1999)-  26 38 16.74840(N)    082 02 22.87433(W)     ADJUSTED  
 AG9472* NAVD 88     -         0.9    (meters)       3.     (feet)  GPS OBS   
 AG9472  ___________________________________________________________________
 AG9472  X           -     790,063.978 (meters)                     COMP
 AG9472  Y           -  -5,649,991.306 (meters)                     COMP
 AG9472  Z           -   2,842,408.459 (meters)                     COMP
 AG9472  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AG9472  ELLIP HEIGHT-         -22.92  (meters)          (07/06/01) GPS OBS
 AG9472  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AG9472
 AG9472  HORZ ORDER  -  FIRST
 AG9472  ELLP ORDER  -  FOURTH    CLASS II
 AG9472
 AG9472.The horizontal coordinates were established by GPS observations
 AG9472.and adjusted by the National Geodetic Survey in July 2001..
 AG9472
 AG9472.The orthometric height was determined by GPS observations and a
 AG9472.high-resolution geoid model.
 AG9472
 AG9472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9472
 AG9472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9472
 AG9472.The ellipsoidal height was determined by GPS observations
 AG9472.and is referenced to NAD 83.
 AG9472
 AG9472.The geoid height was determined by GEOID03.
 AG9472
 AG9472;                    North         East     Units Scale Factor Converg.
 AG9472;SPC FL W     -   255,295.590   196,048.537   MT  0.99994137   -0 01 04.1
 AG9472;SPC FL W     -   837,582.28    643,202.58   sFT  0.99994137   -0 01 04.1
 AG9472;UTM  17      - 2,946,760.846   396,515.548   MT  0.99973221   -0 27 58.3
 AG9472
 AG9472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9472!SPC FL W     -   1.00000360  x   0.99994137  =   0.99994497
 AG9472!UTM  17      -   1.00000360  x   0.99973221  =   0.99973581
 AG9472
 AG9472                          SUPERSEDED SURVEY CONTROL
 AG9472
 AG9472  NAD 83(1990)-  26 38 16.74669(N)    082 02 22.87355(W) AD(       ) 1
 AG9472  ELLIP H (11/12/93)  -22.86   (m)                       GP(       ) 4 1
 AG9472
 AG9472.Superseded values are not recommended for survey control.
 AG9472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9472.See file dsdata.txt to determine how the superseded data were derived.
 AG9472
 AG9472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9651646761(NAD 83)
 AG9472_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9472_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9472_SP_SET: PREFAB CONC. POST IN EARTH
 AG9472_STAMPING: GPS 01 44 23 17
 AG9472_MARK LOGO: FL-071
 AG9472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9472+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 AG9472
 AG9472  HISTORY     - Date     Condition        Report By
 AG9472  HISTORY     - 1990     MONUMENTED       JOHNSN
 AG9472  HISTORY     - 19920901 GOOD             DENI
 AG9472  HISTORY     - 20060508 MARK NOT FOUND   HOLE
 AG9472
 AG9472                          STATION DESCRIPTION
 AG9472
 AG9472'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9472'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9472'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 17, TWP 44S,
 AG9472'RGE 23E, IN CAPE CORAL, 10.5 MI (16.9 KM) WEST OF FORT MYERS, 2.0 MI
 AG9472'(3.2 KM) NORTHEAST OF MATLACHA, 15 MI (24.1 KM) WEST SOUTHWEST OF THE
 AG9472'JUNCTION OF I-75 AND STATE ROUTE 78/BAYSHORE ROAD, EXIT 26.
 AG9472'STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9472'AND BURNT STORE ROAD/COUNTY ROAD 765, IN THE NORTHEAST QUADRANT OF
 AG9472'THE INTERSECTION.
 AG9472'STATION IS 168.5 FT (51.4 M) NORTH OF THE CENTERLINE OF PINE ISLAND
 AG9472'ROAD, 130 FT (39.6 M) EAST OF THE CENTERLINE OF BURNT STORE ROAD,
 AG9472'13.4 FT (4.1 M) NORTHEAST OF A POWER POLE, 9.5 FT (2.9 M) NORTHWEST
 AG9472'OF THE NORTHEAST CORNER OF A WOOD TELEPHONE EQUIPMENT PLATFORM, 111.7
 AG9472'FT (34.0 M) NORTHEAST OF THE CENTER OF THE SOUTH END OF A CONCRETE
 AG9472'CULVERT HEADWALL, 9.7 FT (3.0 M) WEST OF A WITNESS POST.
 AG9472'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AG9472'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AG9472'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
 AG9472
 AG9472                          STATION RECOVERY (2006)
 AG9472
 AG9472'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6761 ***********************************************************************
 DE6761  DESIGNATION -  44 WSM
 DE6761  PID         -  DE6761
 DE6761  STATE/COUNTY-  FL/FLAGLER
 DE6761  USGS QUAD   -  CODYS CORNER (1993)
 DE6761
 DE6761                         *CURRENT SURVEY CONTROL
 DE6761  ___________________________________________________________________
 DE6761* NAD 83(1986)-  29 20 36.     (N)    081 21 10.     (W)     SCALED    
 DE6761* NAVD 88     -         4.345  (meters)      14.26   (feet)  ADJUSTED  
 DE6761  ___________________________________________________________________
 DE6761  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DE6761  DYNAMIC HT  -           4.339 (meters)      14.24  (feet)  COMP
 DE6761  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 DE6761
 DE6761  VERT ORDER  -  SECOND    CLASS I
 DE6761
 DE6761.The horizontal coordinates were scaled from a topographic map and have
 DE6761.an estimated accuracy of +/- 6 seconds.
 DE6761
 DE6761.The orthometric height was determined by differential leveling
 DE6761.and adjusted by the National Geodetic Survey in May 2004..
 DE6761
 DE6761.The geoid height was determined by GEOID03.
 DE6761
 DE6761.The dynamic height is computed by dividing the NAVD 88
 DE6761.geopotential number by the normal gravity value computed on the
 DE6761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6761.degrees latitude (g = 980.6199 gals.).
 DE6761
 DE6761.The modeled gravity was interpolated from observed gravity values.
 DE6761
 DE6761;                    North         East    Units  Estimated Accuracy
 DE6761;SPC FL E     -   555,130.      165,740.      MT  (+/- 180 meters Scaled)
 DE6761
 DE6761                          SUPERSEDED SURVEY CONTROL
 DE6761
 DE6761.No superseded survey control is available for this station.
 DE6761
 DE6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN657460(NAD 83)
 DE6761_MARKER: DB = BENCH MARK DISK
 DE6761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6761_SP_SET: HEADWALL
 DE6761_STAMPING: 44 WSM 1961 15 FEET
 DE6761_MARK LOGO: USGS  
 DE6761_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6761+STABILITY: SURFACE MOTION
 DE6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6761+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1999
 DE6761
 DE6761  HISTORY     - Date     Condition        Report By
 DE6761  HISTORY     - 1961     MONUMENTED       USGS
 DE6761  HISTORY     - 19990320 GOOD             FLDEP
 DE6761
 DE6761                          STATION DESCRIPTION
 DE6761
 DE6761'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6761'THE MARK IS ABOUT 9.8 MI (15.8 KM) EAST OF SEVILLE, 2.5 MI (4.0 KM)
 DE6761'WEST OF CODYS CORNER IN SECTION 27, TOWNSHIP 13 SOUTH, RANGE 29 EAST.
 DE6761'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 11 AND COUNTY ROAD
 DE6761'304 IN CODYS CORNER, GO WEST ON COUNTY ROAD 304 FOR 2.5 MI (4.0 KM) TO
 DE6761'THE JUNCTION OF COUNTY ROAD 305 AND THE MARK, SET FLUSH IN THE TOP OF
 DE6761'THE WEST END OF A CONCRETE HEADWALL AND 1.0 FT (0.3 M) BELOW THE LEVEL
 DE6761'OF COUNTY ROAD 305. LOCATED 46.8 FT (14.3 M) NORTHWEST OF A REBAR IN
 DE6761'THE CENTERLINE OF COUNTY ROAD 304 AND 305, 31.5 FT (9.6 M) WEST OF THE
 DE6761'CENTERLINE OF COUNTY ROAD 305, 12.5 FT (3.8 M) SOUTH OF THE
 DE6761'APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING WEST, 5.5 FT (1.7 M)
 DE6761'SOUTHEAST OF THE WEST END OF A METAL GUARDRAIL AND 2.8 FT (0.9 M)
 DE6761'SOUTH OF THE METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0144 ***********************************************************************
 BE0144  DESIGNATION -  44 WSM USGS
 BE0144  PID         -  BE0144
 BE0144  STATE/COUNTY-  FL/JACKSON
 BE0144  USGS QUAD   -  SILLS (1994)
 BE0144
 BE0144                         *CURRENT SURVEY CONTROL
 BE0144  ___________________________________________________________________
 BE0144* NAD 83(1986)-  30 53 05.     (N)    085 20 14.     (W)     SCALED    
 BE0144* NAVD 88     -        38.071  (meters)     124.90   (feet)  ADJUSTED  
 BE0144  ___________________________________________________________________
 BE0144  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BE0144  DYNAMIC HT  -          38.022 (meters)     124.74  (feet)  COMP
 BE0144  MODELED GRAV-     979,365.2   (mgal)                       NAVD 88
 BE0144
 BE0144  VERT ORDER  -  SECOND    CLASS 0
 BE0144
 BE0144.The horizontal coordinates were scaled from a topographic map and have
 BE0144.an estimated accuracy of +/- 6 seconds.
 BE0144
 BE0144.The orthometric height was determined by differential leveling
 BE0144.and adjusted by the National Geodetic Survey in June 1991..
 BE0144
 BE0144.The geoid height was determined by GEOID03.
 BE0144
 BE0144.The dynamic height is computed by dividing the NAVD 88
 BE0144.geopotential number by the normal gravity value computed on the
 BE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0144.degrees latitude (g = 980.6199 gals.).
 BE0144
 BE0144.The modeled gravity was interpolated from observed gravity values.
 BE0144
 BE0144;                    North         East    Units  Estimated Accuracy
 BE0144;SPC FL N     -   209,220.      519,940.      MT  (+/- 180 meters Scaled)
 BE0144
 BE0144                          SUPERSEDED SURVEY CONTROL
 BE0144
 BE0144  NGVD 29 (??/??/92)   38.186  (m)          125.28   (f) ADJ UNCH    2 0
 BE0144
 BE0144.Superseded values are not recommended for survey control.
 BE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0144.See file dsdata.txt to determine how the superseded data were derived.
 BE0144
 BE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV589180(NAD 83)
 BE0144_MARKER: DD = SURVEY DISK
 BE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0144_STAMPING: 44 WSM 1948 125
 BE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0144+STABILITY: SURFACE MOTION
 BE0144
 BE0144  HISTORY     - Date     Condition        Report By
 BE0144  HISTORY     - 1948     MONUMENTED       USGS
 BE0144  HISTORY     - 1964     GOOD             NGS
 BE0144  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 BE0144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0144
 BE0144                          STATION DESCRIPTION
 BE0144
 BE0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BE0144'6.8 MI SE FROM CAMPBELLTON.
 BE0144'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER
 BE0144'TANK IN CAMPBELLTON, THENCE EAST 1.8 MILE ALONG STATE ROAD 162,
 BE0144'THENCE SOUTH 0.15 MILE ALONG A DIRT ROAD, 193 FEET SOUTHEAST OF
 BE0144'AND ACROSS THE ROAD FROM THE EAST STONE CHIMNEY OF A YELLOW FRAME
 BE0144'HOUSE, 30 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 10 FEET
 BE0144'NORTHEAST OF A GATE AND 1.5 FOOT SOUTHWEST OF A WITNESS SIGN.
 BE0144'A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 BE0144'CONCRETE POST PROJECTING 4 INCHES.
 BE0144
 BE0144                          STATION RECOVERY (1991)
 BE0144
 BE0144'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0144'MARK NOT FOUND.
 BE0144
 BE0144                          STATION RECOVERY (2001)
 BE0144
 BE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0144
 BE0144                          STATION RECOVERY (2001)
 BE0144
 BE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0144
 BE0144                          STATION RECOVERY (2001)
 BE0144
 BE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7059 ***********************************************************************
 AG7059  DESIGNATION -  440 FLDT
 AG7059  PID         -  AG7059
 AG7059  STATE/COUNTY-  FL/PINELLAS
 AG7059  USGS QUAD   -  ST PETERSBURG (1987)
 AG7059
 AG7059                         *CURRENT SURVEY CONTROL
 AG7059  ___________________________________________________________________
 AG7059* NAD 83(1986)-  27 47 12.     (N)    082 43 15.     (W)     SCALED    
 AG7059* NAVD 88     -         5.310  (meters)      17.42   (feet)  ADJUSTED  
 AG7059  ___________________________________________________________________
 AG7059  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7059  DYNAMIC HT  -           5.302 (meters)      17.39  (feet)  COMP
 AG7059  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AG7059
 AG7059  VERT ORDER  -  SECOND    CLASS II
 AG7059
 AG7059.The horizontal coordinates were scaled from a topographic map and have
 AG7059.an estimated accuracy of +/- 6 seconds.
 AG7059
 AG7059.The orthometric height was determined by differential leveling
 AG7059.and adjusted by the National Geodetic Survey in June 1991..
 AG7059
 AG7059.The geoid height was determined by GEOID03.
 AG7059
 AG7059.The dynamic height is computed by dividing the NAVD 88
 AG7059.geopotential number by the normal gravity value computed on the
 AG7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7059.degrees latitude (g = 980.6199 gals.).
 AG7059
 AG7059.The modeled gravity was interpolated from observed gravity values.
 AG7059
 AG7059;                    North         East    Units  Estimated Accuracy
 AG7059;SPC FL W     -   382,780.      128,960.      MT  (+/- 180 meters Scaled)
 AG7059
 AG7059                          SUPERSEDED SURVEY CONTROL
 AG7059
 AG7059  NGVD 29 (??/??/92)    5.579  (m)           18.30   (f) ADJ UNCH    2 2
 AG7059
 AG7059.Superseded values are not recommended for survey control.
 AG7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7059.See file dsdata.txt to determine how the superseded data were derived.
 AG7059
 AG7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304747(NAD 83)
 AG7059_MARKER: DB = BENCH MARK DISK
 AG7059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7059_SP_SET: SIDEWALK
 AG7059_STAMPING: 440
 AG7059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7059
 AG7059  HISTORY     - Date     Condition        Report By
 AG7059  HISTORY     - UNK      MONUMENTED       FLDT
 AG7059  HISTORY     - 1977     GOOD             FL-103
 AG7059  HISTORY     - 19980205 GOOD             USPSQD
 AG7059
 AG7059                          STATION DESCRIPTION
 AG7059
 AG7059'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7059'IN ST PETERSBURG.
 AG7059'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7059'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7059'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.85 MILE TO THE INTERSECTION
 AG7059'OF 17TH AVE. N. STATION ON RIGHT, 77.0 FT. N.E. OF THE CENTERLINE OF
 AG7059'TYRONE BLVD., 28.1 FT. S.E. OF THE CENTERLINE OF 17TH AVE. N., 1.8 FT.
 AG7059'N.N.E. OF THE CENTERLINE OF A MANHOLE COVER. SET IN THE TOP OF A
 AG7059'CONCRETE INLET.
 AG7059
 AG7059                          STATION RECOVERY (1998)
 AG7059
 AG7059'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7061 ***********************************************************************
 AG7061  DESIGNATION -  441 FLDT
 AG7061  PID         -  AG7061
 AG7061  STATE/COUNTY-  FL/PINELLAS
 AG7061  USGS QUAD   -  ST PETERSBURG (1987)
 AG7061
 AG7061                         *CURRENT SURVEY CONTROL
 AG7061  ___________________________________________________________________
 AG7061* NAD 83(1986)-  27 47 24.     (N)    082 43 32.     (W)     SCALED    
 AG7061* NAVD 88     -         5.510  (meters)      18.08   (feet)  ADJUSTED  
 AG7061  ___________________________________________________________________
 AG7061  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7061  DYNAMIC HT  -           5.502 (meters)      18.05  (feet)  COMP
 AG7061  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 AG7061
 AG7061  VERT ORDER  -  SECOND    CLASS II
 AG7061
 AG7061.The horizontal coordinates were scaled from a topographic map and have
 AG7061.an estimated accuracy of +/- 6 seconds.
 AG7061
 AG7061.The orthometric height was determined by differential leveling
 AG7061.and adjusted by the National Geodetic Survey in June 1991..
 AG7061
 AG7061.The geoid height was determined by GEOID03.
 AG7061
 AG7061.The dynamic height is computed by dividing the NAVD 88
 AG7061.geopotential number by the normal gravity value computed on the
 AG7061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7061.degrees latitude (g = 980.6199 gals.).
 AG7061
 AG7061.The modeled gravity was interpolated from observed gravity values.
 AG7061
 AG7061;                    North         East    Units  Estimated Accuracy
 AG7061;SPC FL W     -   383,150.      128,500.      MT  (+/- 180 meters Scaled)
 AG7061
 AG7061                          SUPERSEDED SURVEY CONTROL
 AG7061
 AG7061  NGVD 29 (??/??/92)    5.778  (m)           18.96   (f) ADJ UNCH    2 2
 AG7061
 AG7061.Superseded values are not recommended for survey control.
 AG7061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7061.See file dsdata.txt to determine how the superseded data were derived.
 AG7061
 AG7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299751(NAD 83)
 AG7061_MARKER: DB = BENCH MARK DISK
 AG7061_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7061_SP_SET: CURB
 AG7061_STAMPING: 441
 AG7061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7061
 AG7061  HISTORY     - Date     Condition        Report By
 AG7061  HISTORY     - UNK      MONUMENTED       FLDT
 AG7061  HISTORY     - 1977     GOOD             FL-103
 AG7061  HISTORY     - 19980205 GOOD             USPSQD
 AG7061  HISTORY     - 20041112 GOOD             POLASS
 AG7061
 AG7061                          STATION DESCRIPTION
 AG7061
 AG7061'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7061'IN ST PETERSBURG.
 AG7061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7061'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7061'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 1.05 MILES TO THE INTERSECTION
 AG7061'OF 18TH AVE. N. STATION ON RIGHT, 74.9 FT. N.E. OF THE CENTERLINE OF
 AG7061'TYRONE BLVD., 45.5 FT. S.E. OF THE CENTERLINE OF 18TH AVE. N., 2.3
 AG7061'FT. EAST OF THE CENTERLINE OF A MANHOLE COVER. SET IN THE TOP OF A
 AG7061'CONCRETE INLET.
 AG7061
 AG7061                          STATION RECOVERY (1998)
 AG7061
 AG7061'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7061'RECOVERED IN GOOD CONDITION.
 AG7061
 AG7061                          STATION RECOVERY (2004)
 AG7061
 AG7061'RECOVERY NOTE BY POLARIS ASSOCIATES 2004 (CP)
 AG7061'STABLE CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7062 ***********************************************************************
 AG7062  DESIGNATION -  442 FLDT
 AG7062  PID         -  AG7062
 AG7062  STATE/COUNTY-  FL/PINELLAS
 AG7062  USGS QUAD   -  ST PETERSBURG (1987)
 AG7062
 AG7062                         *CURRENT SURVEY CONTROL
 AG7062  ___________________________________________________________________
 AG7062* NAD 83(1986)-  27 47 26.     (N)    082 43 33.     (W)     SCALED    
 AG7062* NAVD 88     -         4.819  (meters)      15.81   (feet)  ADJUSTED  
 AG7062  ___________________________________________________________________
 AG7062  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7062  DYNAMIC HT  -           4.812 (meters)      15.79  (feet)  COMP
 AG7062  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 AG7062
 AG7062  VERT ORDER  -  SECOND    CLASS II
 AG7062
 AG7062.The horizontal coordinates were scaled from a topographic map and have
 AG7062.an estimated accuracy of +/- 6 seconds.
 AG7062
 AG7062.The orthometric height was determined by differential leveling
 AG7062.and adjusted by the National Geodetic Survey in June 1991..
 AG7062
 AG7062.The geoid height was determined by GEOID03.
 AG7062
 AG7062.The dynamic height is computed by dividing the NAVD 88
 AG7062.geopotential number by the normal gravity value computed on the
 AG7062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7062.degrees latitude (g = 980.6199 gals.).
 AG7062
 AG7062.The modeled gravity was interpolated from observed gravity values.
 AG7062
 AG7062;                    North         East    Units  Estimated Accuracy
 AG7062;SPC FL W     -   383,210.      128,470.      MT  (+/- 180 meters Scaled)
 AG7062
 AG7062                          SUPERSEDED SURVEY CONTROL
 AG7062
 AG7062  NGVD 29 (??/??/92)    5.087  (m)           16.69   (f) ADJ UNCH    2 2
 AG7062
 AG7062.Superseded values are not recommended for survey control.
 AG7062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7062.See file dsdata.txt to determine how the superseded data were derived.
 AG7062
 AG7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299751(NAD 83)
 AG7062_MARKER: DB = BENCH MARK DISK
 AG7062_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7062_SP_SET: HEADWALL
 AG7062_STAMPING: 442
 AG7062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7062
 AG7062  HISTORY     - Date     Condition        Report By
 AG7062  HISTORY     - UNK      MONUMENTED       FLDT
 AG7062  HISTORY     - 1977     GOOD             FL-103
 AG7062  HISTORY     - 19980205 GOOD             USPSQD
 AG7062
 AG7062                          STATION DESCRIPTION
 AG7062
 AG7062'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7062'IN ST PETERSBURG.
 AG7062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7062'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7062'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 1.15 MILES TO THE INTERSECTION
 AG7062'OF 19TH AVE. N. STATION ON RIGHT, 81.6 FT. N.E. OF THE CENTERLINE OF
 AG7062'TYRONE BLVD., 49.8 FT. N.W. OF THE CENTERLINE OF 19TH AVE. N., 11.6
 AG7062'FT. EAST OF THE CENTERLINE OF A MANHOLE COVER, 11.0 FT. N.W. OF THE
 AG7062'S.E. END OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE
 AG7062'HEADWALL.
 AG7062
 AG7062                          STATION RECOVERY (1998)
 AG7062
 AG7062'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7063 ***********************************************************************
 AG7063  DESIGNATION -  443 FLDT
 AG7063  PID         -  AG7063
 AG7063  STATE/COUNTY-  FL/PINELLAS
 AG7063  USGS QUAD   -  ST PETERSBURG (1987)
 AG7063
 AG7063                         *CURRENT SURVEY CONTROL
 AG7063  ___________________________________________________________________
 AG7063* NAD 83(1986)-  27 47 30.     (N)    082 43 37.     (W)     SCALED    
 AG7063* NAVD 88     -         5.467  (meters)      17.94   (feet)  ADJUSTED  
 AG7063  ___________________________________________________________________
 AG7063  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7063  DYNAMIC HT  -           5.459 (meters)      17.91  (feet)  COMP
 AG7063  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AG7063
 AG7063  VERT ORDER  -  SECOND    CLASS II
 AG7063
 AG7063.The horizontal coordinates were scaled from a topographic map and have
 AG7063.an estimated accuracy of +/- 6 seconds.
 AG7063
 AG7063.The orthometric height was determined by differential leveling
 AG7063.and adjusted by the National Geodetic Survey in June 1991..
 AG7063
 AG7063.The geoid height was determined by GEOID03.
 AG7063
 AG7063.The dynamic height is computed by dividing the NAVD 88
 AG7063.geopotential number by the normal gravity value computed on the
 AG7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7063.degrees latitude (g = 980.6199 gals.).
 AG7063
 AG7063.The modeled gravity was interpolated from observed gravity values.
 AG7063
 AG7063;                    North         East    Units  Estimated Accuracy
 AG7063;SPC FL W     -   383,340.      128,360.      MT  (+/- 180 meters Scaled)
 AG7063
 AG7063                          SUPERSEDED SURVEY CONTROL
 AG7063
 AG7063  NGVD 29 (??/??/92)    5.735  (m)           18.82   (f) ADJ UNCH    2 2
 AG7063
 AG7063.Superseded values are not recommended for survey control.
 AG7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7063.See file dsdata.txt to determine how the superseded data were derived.
 AG7063
 AG7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298753(NAD 83)
 AG7063_MARKER: DB = BENCH MARK DISK
 AG7063_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7063_SP_SET: CURB
 AG7063_STAMPING: 443
 AG7063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7063
 AG7063  HISTORY     - Date     Condition        Report By
 AG7063  HISTORY     - UNK      MONUMENTED       FLDT
 AG7063  HISTORY     - 1977     GOOD             FL-103
 AG7063  HISTORY     - 19980205 GOOD             USPSQD
 AG7063
 AG7063                          STATION DESCRIPTION
 AG7063
 AG7063'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7063'IN ST PETERSBURG.
 AG7063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7063'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7063'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 1.30 MILES. STATION ON RIGHT
 AG7063'72.1 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 33.1 FT. E.N.E. OF A
 AG7063'CONCRETE LIGHT POLE NUMBER 1-63832, 1.8 FT. EAST OF THE CENTERLINE OF
 AG7063'MANHOLE COVER. SET IN THE TOP OF A CONCRETE INLET.
 AG7063
 AG7063                          STATION RECOVERY (1998)
 AG7063
 AG7063'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7095 ***********************************************************************
 AG7095  DESIGNATION -  444
 AG7095  PID         -  AG7095
 AG7095  STATE/COUNTY-  FL/PINELLAS
 AG7095  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7095
 AG7095                         *CURRENT SURVEY CONTROL
 AG7095  ___________________________________________________________________
 AG7095* NAD 83(1986)-  27 44 56.     (N)    082 37 48.     (W)     SCALED    
 AG7095* NAVD 88     -         1.501  (meters)       4.92   (feet)  ADJUSTED  
 AG7095  ___________________________________________________________________
 AG7095  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG7095  DYNAMIC HT  -           1.499 (meters)       4.92  (feet)  COMP
 AG7095  MODELED GRAV-     979,171.4   (mgal)                       NAVD 88
 AG7095
 AG7095  VERT ORDER  -  SECOND    CLASS II
 AG7095
 AG7095.The horizontal coordinates were scaled from a topographic map and have
 AG7095.an estimated accuracy of +/- 6 seconds.
 AG7095
 AG7095.The orthometric height was determined by differential leveling
 AG7095.and adjusted by the National Geodetic Survey in June 1991..
 AG7095
 AG7095.The geoid height was determined by GEOID03.
 AG7095
 AG7095.The dynamic height is computed by dividing the NAVD 88
 AG7095.geopotential number by the normal gravity value computed on the
 AG7095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7095.degrees latitude (g = 980.6199 gals.).
 AG7095
 AG7095.The modeled gravity was interpolated from observed gravity values.
 AG7095
 AG7095;                    North         East    Units  Estimated Accuracy
 AG7095;SPC FL W     -   378,540.      137,890.      MT  (+/- 180 meters Scaled)
 AG7095
 AG7095                          SUPERSEDED SURVEY CONTROL
 AG7095
 AG7095  NGVD 29 (??/??/92)    1.773  (m)            5.82   (f) ADJ UNCH    2 2
 AG7095
 AG7095.Superseded values are not recommended for survey control.
 AG7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7095.See file dsdata.txt to determine how the superseded data were derived.
 AG7095
 AG7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL393704(NAD 83)
 AG7095_MARKER: DD = SURVEY DISK
 AG7095_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7095_SP_SET: HEADWALL
 AG7095_STAMPING: 444
 AG7095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7095
 AG7095  HISTORY     - Date     Condition        Report By
 AG7095  HISTORY     - 1977     MONUMENTED       FL-103
 AG7095  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 AG7095
 AG7095                          STATION DESCRIPTION
 AG7095
 AG7095'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7095'IN ST PETERSBURG.
 AG7095'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. N. SR 687 AND
 AG7095'5TH AVE. N. SR 595, RUN SOUTHERLY ON 4TH ST. N. FOR 2.05 MILES TO THE
 AG7095'INTERSECTION OF 22ND AVE. S. TURN LEFT ON 22ND AVE. S. AND RUN
 AG7095'EASTERLY FOR 0.45 MILE TO BEACH DR. S.E. STATION TO THE EAST, 33.5 FT.
 AG7095'NORTH OF THE EXTENDED CENTERLINE OF 22ND AVE. S., 173.6 FT. EAST OF
 AG7095'THE CENTERLINE OF BEACH DR. S.E., 41.6 FT. N.E. OF A POWER POLE NUMBER
 AG7095'1-92077, 0.5 FT. N.W. OF THE S.E. END OF A CONCRETE HEADWALL. SET IN
 AG7095'THE TOP OF A CONCRETE HEADWALL.
 AG7095
 AG7095                          STATION RECOVERY (2003)
 AG7095
 AG7095'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7095'THE SEAWALL IS TOTALLY COVERED WITH EARTH AND HEAVILY OVERGROWN.  NO
 AG7095'ATTEMPT WAS MADE TO UNCOVER THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7288 ***********************************************************************
 AG7288  DESIGNATION -  445=I 275 D 1 FLDT
 AG7288  PID         -  AG7288
 AG7288  STATE/COUNTY-  FL/PINELLAS
 AG7288  USGS QUAD   -  ST PETERSBURG (1987)
 AG7288
 AG7288                         *CURRENT SURVEY CONTROL
 AG7288  ___________________________________________________________________
 AG7288* NAD 83(1986)-  27 49 17.     (N)    082 39 50.     (W)     SCALED    
 AG7288* NAVD 88     -        16.069  (meters)      52.72   (feet)  ADJUSTED  
 AG7288  ___________________________________________________________________
 AG7288  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG7288  DYNAMIC HT  -          16.045 (meters)      52.64  (feet)  COMP
 AG7288  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 AG7288
 AG7288  VERT ORDER  -  SECOND    CLASS I
 AG7288
 AG7288.The horizontal coordinates were scaled from a topographic map and have
 AG7288.an estimated accuracy of +/- 6 seconds.
 AG7288
 AG7288.The orthometric height was determined by differential leveling
 AG7288.and adjusted by the National Geodetic Survey in June 1991..
 AG7288
 AG7288.The geoid height was determined by GEOID03.
 AG7288
 AG7288.The dynamic height is computed by dividing the NAVD 88
 AG7288.geopotential number by the normal gravity value computed on the
 AG7288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7288.degrees latitude (g = 980.6199 gals.).
 AG7288
 AG7288.The modeled gravity was interpolated from observed gravity values.
 AG7288
 AG7288;                    North         East    Units  Estimated Accuracy
 AG7288;SPC FL W     -   386,590.      134,590.      MT  (+/- 180 meters Scaled)
 AG7288
 AG7288                          SUPERSEDED SURVEY CONTROL
 AG7288
 AG7288  NGVD 29 (??/??/92)   16.327  (m)           53.57   (f) ADJ UNCH    2 1
 AG7288
 AG7288.Superseded values are not recommended for survey control.
 AG7288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7288.See file dsdata.txt to determine how the superseded data were derived.
 AG7288
 AG7288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361785(NAD 83)
 AG7288_MARKER: DD = SURVEY DISK
 AG7288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7288_SP_SET: CONCRETE GUARDRAIL
 AG7288_STAMPING: 445 I275 D1
 AG7288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7288+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 AG7288
 AG7288  HISTORY     - Date     Condition        Report By
 AG7288  HISTORY     - UNK      MONUMENTED       FLDT
 AG7288  HISTORY     - 1975     GOOD             FLDT
 AG7288  HISTORY     - 1977     GOOD             FL-103
 AG7288  HISTORY     - 20011230 GOOD             USPSQD
 AG7288  HISTORY     - 20060308 GOOD             USPSQD
 AG7288
 AG7288                          STATION DESCRIPTION
 AG7288
 AG7288'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG7288'IN ST PETERSBURG.
 AG7288'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD,
 AG7288'ABOUT 3 MILES SOUTHWEST OF THE SOUTHWEST END OF GANDY CAUSEWAY OVER
 AG7288'TAMPA BAY, GO SOUTHERLY ON INTERSTATE ROUTE 275 FOR 2.2 MILES TO THE
 AG7288'54TH AVENUE NORTH BRIDGE OVER INTERSTATE ROUTE 275. THE MARK IS IN THE
 AG7288'NORTH CONCRETE GUARDRAIL. IT IS 35 FT. NORTH OF THE CENTERLINE OF
 AG7288'WESTBOUND LANE OF 54TH AVENUE NORTH, 20 FT. WEST OF THE NORTHEAST
 AG7288'CORNER OF THE CONCRETE GUARDRAIL, 12.8 FT. SOUTHWEST OF THE WEST END
 AG7288'OF A CHAIN LINK FENCE AND 5.6 FT. SOUTH OF AN ALUMINUM SAFETY FENCE.
 AG7288'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7288
 AG7288                          STATION RECOVERY (1977)
 AG7288
 AG7288'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG7288'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. AND SR
 AG7288'686 ROOSEVELT BLVD., RUN SOUTHERLY ON 4TH ST. FOR 3.00 MILES TO THE
 AG7288'INTERSECTION OF 54TH AVE. N. TURN RIGHT AND RUN WESTERLY ON 54TH AVE.
 AG7288'N. FOR 1.60 MILES TO THE INTERSECTION OF I 275 OVERPASS. STATION ON
 AG7288'RIGHT, N.E. CORNER OF OVERPASS, 20.1 FT. WEST OF THE EAST ABUTMENT OF
 AG7288'I 275 OVERPASS. SET IN THE TOP OF A CONCRETE GUARD WALL.
 AG7288
 AG7288                          STATION RECOVERY (2001)
 AG7288
 AG7288'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG7288'RECOVERED IN GOOD CONDITION.
 AG7288
 AG7288                          STATION RECOVERY (2006)
 AG7288
 AG7288'RECOVERY NOTE BY US POWER SQUADRON 2006 (DFR)
 AG7288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7287 ***********************************************************************
 AG7287  DESIGNATION -  446=I 275 C 1 FLDT
 AG7287  PID         -  AG7287
 AG7287  STATE/COUNTY-  FL/PINELLAS
 AG7287  USGS QUAD   -  ST PETERSBURG (1987)
 AG7287
 AG7287                         *CURRENT SURVEY CONTROL
 AG7287  ___________________________________________________________________
 AG7287* NAD 83(1986)-  27 49 15.     (N)    082 39 53.     (W)     SCALED    
 AG7287* NAVD 88     -        16.229  (meters)      53.24   (feet)  ADJUSTED  
 AG7287  ___________________________________________________________________
 AG7287  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG7287  DYNAMIC HT  -          16.205 (meters)      53.17  (feet)  COMP
 AG7287  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 AG7287
 AG7287  VERT ORDER  -  SECOND    CLASS I
 AG7287
 AG7287.The horizontal coordinates were scaled from a topographic map and have
 AG7287.an estimated accuracy of +/- 6 seconds.
 AG7287
 AG7287.The orthometric height was determined by differential leveling
 AG7287.and adjusted by the National Geodetic Survey in June 1991..
 AG7287
 AG7287.The geoid height was determined by GEOID03.
 AG7287
 AG7287.The dynamic height is computed by dividing the NAVD 88
 AG7287.geopotential number by the normal gravity value computed on the
 AG7287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7287.degrees latitude (g = 980.6199 gals.).
 AG7287
 AG7287.The modeled gravity was interpolated from observed gravity values.
 AG7287
 AG7287;                    North         East    Units  Estimated Accuracy
 AG7287;SPC FL W     -   386,530.      134,510.      MT  (+/- 180 meters Scaled)
 AG7287
 AG7287                          SUPERSEDED SURVEY CONTROL
 AG7287
 AG7287  NGVD 29 (??/??/92)   16.486  (m)           54.09   (f) ADJ UNCH    2 1
 AG7287
 AG7287.Superseded values are not recommended for survey control.
 AG7287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7287.See file dsdata.txt to determine how the superseded data were derived.
 AG7287
 AG7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL360784(NAD 83)
 AG7287_MARKER: DD = SURVEY DISK
 AG7287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7287_SP_SET: CONCRETE GUARDRAIL
 AG7287_STAMPING: 446 I275 C1
 AG7287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7287+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 AG7287
 AG7287  HISTORY     - Date     Condition        Report By
 AG7287  HISTORY     - UNK      MONUMENTED       FLDT
 AG7287  HISTORY     - 1975     GOOD             FLDT
 AG7287  HISTORY     - 1977     GOOD             FL-103
 AG7287  HISTORY     - 20011230 GOOD             USPSQD
 AG7287  HISTORY     - 20060308 GOOD             USPSQD
 AG7287
 AG7287                          STATION DESCRIPTION
 AG7287
 AG7287'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG7287'IN ST PETERSBURG.
 AG7287'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD,
 AG7287'ABOUT 3 MILES SOUTHWEST OF THE SOUTHWEST END OF GANDY CAUSEWAY OVER
 AG7287'TAMPA BAY, GO SOUTHERLY ON INTERSTATE ROUTE 275 FOR 2.2 MILES TO THE
 AG7287'54TH AVENUE NORTH BRIDGE OVER INTERSTATE ROUTE 275. THE MARK IS IN THE
 AG7287'WEST END OF THE SOUTH CONCRETE GUARDRAIL. IT IS 29.6 FT. SOUTH OF THE
 AG7287'CENTERLINE OF EASTBOUND LANE OF 54TH AVENUE NORTH, 22 FT. EAST OF THE
 AG7287'WEST END OF THE CONCRETE GUARDRAIL, 12 FT. NORTHEAST OF THE EAST END
 AG7287'OF A CHAIN LINK FENCE AND 5.6 FT. NORTH OF AN ALUMINUM SAFETY FENCE.
 AG7287'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7287
 AG7287                          STATION RECOVERY (1977)
 AG7287
 AG7287'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG7287'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. AND SR
 AG7287'686 ROOSEVELT BLVD., RUN SOUTHERLY ON 4TH ST. FOR 3.00 MILES TO THE
 AG7287'INTERSECTION OF 54TH AVE. N. TURN RIGHT AND RUN WESTERLY ON 54TH AVE.
 AG7287'N. FOR 1.65 MILES TO THE INTERSECTION OF I 275 OVERPASS. STATION ON
 AG7287'LEFT, S.W. OCRNER OF OVERPASS, 20.1 FT. EAST OF THE WEST ABUTMENT OF
 AG7287'I 275 OVERPASS. SET IN THE TOP OF THE CONCRETE GUARD WALL.
 AG7287
 AG7287                          STATION RECOVERY (2001)
 AG7287
 AG7287'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG7287'RECOVERED IN GOOD CONDITION.
 AG7287
 AG7287                          STATION RECOVERY (2006)
 AG7287
 AG7287'RECOVERY NOTE BY US POWER SQUADRON 2006 (SGR)
 AG7287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7147 ***********************************************************************
 AG7147  DESIGNATION -  447 FLDT
 AG7147  PID         -  AG7147
 AG7147  STATE/COUNTY-  FL/PINELLAS
 AG7147  USGS QUAD   -  SEMINOLE (1995)
 AG7147
 AG7147                         *CURRENT SURVEY CONTROL
 AG7147  ___________________________________________________________________
 AG7147* NAD 83(1986)-  27 48 40.     (N)    082 45 15.     (W)     SCALED    
 AG7147* NAVD 88     -         3.398  (meters)      11.15   (feet)  ADJUSTED  
 AG7147  ___________________________________________________________________
 AG7147  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG7147  DYNAMIC HT  -           3.394 (meters)      11.14  (feet)  COMP
 AG7147  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AG7147
 AG7147  VERT ORDER  -  SECOND    CLASS II
 AG7147
 AG7147.The horizontal coordinates were scaled from a topographic map and have
 AG7147.an estimated accuracy of +/- 6 seconds.
 AG7147
 AG7147.The orthometric height was determined by differential leveling
 AG7147.and adjusted by the National Geodetic Survey in June 1991..
 AG7147
 AG7147.The geoid height was determined by GEOID03.
 AG7147
 AG7147.The dynamic height is computed by dividing the NAVD 88
 AG7147.geopotential number by the normal gravity value computed on the
 AG7147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7147.degrees latitude (g = 980.6199 gals.).
 AG7147
 AG7147.The modeled gravity was interpolated from observed gravity values.
 AG7147
 AG7147;                    North         East    Units  Estimated Accuracy
 AG7147;SPC FL W     -   385,510.      125,690.      MT  (+/- 180 meters Scaled)
 AG7147
 AG7147                          SUPERSEDED SURVEY CONTROL
 AG7147
 AG7147  NGVD 29 (??/??/92)    3.667  (m)           12.03   (f) ADJ UNCH    2 2
 AG7147
 AG7147.Superseded values are not recommended for survey control.
 AG7147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7147.See file dsdata.txt to determine how the superseded data were derived.
 AG7147
 AG7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272775(NAD 83)
 AG7147_MARKER: DE = TRAVERSE STATION DISK
 AG7147_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7147_SP_SET: HEADWALL
 AG7147_STAMPING: 447
 AG7147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7147
 AG7147  HISTORY     - Date     Condition        Report By
 AG7147  HISTORY     - UNK      MONUMENTED       FLDT
 AG7147  HISTORY     - 1977     GOOD             FL-103
 AG7147  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG7147
 AG7147                          STATION DESCRIPTION
 AG7147
 AG7147'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7147'IN ST PETERSBURG.
 AG7147'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. S.R. 695 CR 34
 AG7147'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7147'FOR 0.10 MILE. STATION ON LEFT, 58.0 FT. WEST OF THE CENTERLINE OF
 AG7147'PARK ST., 77.8 FT. NORTH OF THE CENTERLINE OF ENTRANCE DRIVE TO
 AG7147'PINELLAS CONCRETE PRODUCTS. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7147
 AG7147                          STATION RECOVERY (1998)
 AG7147
 AG7147'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7678 ***********************************************************************
 AG7678  DESIGNATION -  44.72 M CO
 AG7678  PID         -  AG7678
 AG7678  STATE/COUNTY-  FL/MANATEE
 AG7678  USGS QUAD   -  PARRISH (1987)
 AG7678
 AG7678                         *CURRENT SURVEY CONTROL
 AG7678  ___________________________________________________________________
 AG7678* NAD 83(1986)-  27 33 14.     (N)    082 25 34.     (W)     SCALED    
 AG7678* NAVD 88     -        13.347  (meters)      43.79   (feet)  ADJUSTED  
 AG7678  ___________________________________________________________________
 AG7678  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG7678  DYNAMIC HT  -          13.327 (meters)      43.72  (feet)  COMP
 AG7678  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 AG7678
 AG7678  VERT ORDER  -  SECOND    CLASS I
 AG7678
 AG7678.The horizontal coordinates were scaled from a topographic map and have
 AG7678.an estimated accuracy of +/- 6 seconds.
 AG7678
 AG7678.The orthometric height was determined by differential leveling
 AG7678.and adjusted by the National Geodetic Survey in June 1991..
 AG7678
 AG7678.The geoid height was determined by GEOID03.
 AG7678
 AG7678.The dynamic height is computed by dividing the NAVD 88
 AG7678.geopotential number by the normal gravity value computed on the
 AG7678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7678.degrees latitude (g = 980.6199 gals.).
 AG7678
 AG7678.The modeled gravity was interpolated from observed gravity values.
 AG7678
 AG7678;                    North         East    Units  Estimated Accuracy
 AG7678;SPC FL W     -   356,850.      157,920.      MT  (+/- 180 meters Scaled)
 AG7678
 AG7678                          SUPERSEDED SURVEY CONTROL
 AG7678
 AG7678.No superseded survey control is available for this station.
 AG7678
 AG7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL592485(NAD 83)
 AG7678_MARKER: DB = BENCH MARK DISK
 AG7678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7678_SP_SET: CONCRETE POST
 AG7678_STAMPING: ELEV. 44.72
 AG7678_MARK LOGO: FL-081
 AG7678_PROJECTION: FLUSH
 AG7678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7678+STABILITY: SURFACE MOTION
 AG7678
 AG7678  HISTORY     - Date     Condition        Report By
 AG7678  HISTORY     - UNK      MONUMENTED       FL-081
 AG7678  HISTORY     - 1983     GOOD             FLDNR
 AG7678
 AG7678                          STATION DESCRIPTION
 AG7678
 AG7678'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7678'2.4 MI SOUTH FROM PARRISH.
 AG7678'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7678'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7678'1.2 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 40
 AG7678'FEET EAST OF THE CENTERLINE OF FORT HAMER ROAD, 14 FEET NORTH OF A
 AG7678'FENCE CORNER, NORTH OF THE DRIVE TO HOUSE 216, AND NEXT TO A BARBED
 AG7678'WIRE FENCE.
 AG7678'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7148 ***********************************************************************
 AG7148  DESIGNATION -  448 FLDT
 AG7148  PID         -  AG7148
 AG7148  STATE/COUNTY-  FL/PINELLAS
 AG7148  USGS QUAD   -  SEMINOLE (1995)
 AG7148
 AG7148                         *CURRENT SURVEY CONTROL
 AG7148  ___________________________________________________________________
 AG7148* NAD 83(1986)-  27 48 40.     (N)    082 45 13.     (W)     SCALED    
 AG7148* NAVD 88     -         3.429  (meters)      11.25   (feet)  ADJUSTED  
 AG7148  ___________________________________________________________________
 AG7148  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AG7148  DYNAMIC HT  -           3.424 (meters)      11.23  (feet)  COMP
 AG7148  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AG7148
 AG7148  VERT ORDER  -  SECOND    CLASS II
 AG7148
 AG7148.The horizontal coordinates were scaled from a topographic map and have
 AG7148.an estimated accuracy of +/- 6 seconds.
 AG7148
 AG7148.The orthometric height was determined by differential leveling
 AG7148.and adjusted by the National Geodetic Survey in June 1991..
 AG7148
 AG7148.The geoid height was determined by GEOID03.
 AG7148
 AG7148.The dynamic height is computed by dividing the NAVD 88
 AG7148.geopotential number by the normal gravity value computed on the
 AG7148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7148.degrees latitude (g = 980.6199 gals.).
 AG7148
 AG7148.The modeled gravity was interpolated from observed gravity values.
 AG7148
 AG7148;                    North         East    Units  Estimated Accuracy
 AG7148;SPC FL W     -   385,510.      125,750.      MT  (+/- 180 meters Scaled)
 AG7148
 AG7148                          SUPERSEDED SURVEY CONTROL
 AG7148
 AG7148  NGVD 29 (??/??/92)    3.697  (m)           12.13   (f) ADJ UNCH    2 2
 AG7148
 AG7148.Superseded values are not recommended for survey control.
 AG7148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7148.See file dsdata.txt to determine how the superseded data were derived.
 AG7148
 AG7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272775(NAD 83)
 AG7148_MARKER: DD = SURVEY DISK
 AG7148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7148_SP_SET: CONCRETE POST
 AG7148_STAMPING: 448
 AG7148_PROJECTION: FLUSH
 AG7148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7148+STABILITY: SURFACE MOTION
 AG7148
 AG7148  HISTORY     - Date     Condition        Report By
 AG7148  HISTORY     - UNK      MONUMENTED       FLDT
 AG7148  HISTORY     - 1977     GOOD             FL-103
 AG7148  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG7148
 AG7148                          STATION DESCRIPTION
 AG7148
 AG7148'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7148'IN ST PETERSBURG.
 AG7148'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7148'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7148'FOR 0.10 MILE. STATION ON RIGHT, 81.6 FT. EAST OF THE CENTERLINE OF
 AG7148'PARK ST., 68.4 FT. SOUTH OF THE CENTERLINE OF ENTRANCE DRIVE TO
 AG7148'CROSSWINDS MOBIL HOME PARK 4125 PARK ST., 1 FT. NORTH OF THE SOUTH END
 AG7148'OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE POST THAT IS
 AG7148'FLUSH WITH THE GROUND.
 AG7148
 AG7148                          STATION RECOVERY (1998)
 AG7148
 AG7148'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7151 ***********************************************************************
 AG7151  DESIGNATION -  449 FLDT
 AG7151  PID         -  AG7151
 AG7151  STATE/COUNTY-  FL/PINELLAS
 AG7151  USGS QUAD   -  SEMINOLE (1995)
 AG7151
 AG7151                         *CURRENT SURVEY CONTROL
 AG7151  ___________________________________________________________________
 AG7151* NAD 83(1986)-  27 49 17.     (N)    082 45 14.     (W)     SCALED    
 AG7151* NAVD 88     -         1.174  (meters)       3.85   (feet)  ADJUSTED  
 AG7151  ___________________________________________________________________
 AG7151  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7151  DYNAMIC HT  -           1.172 (meters)       3.85  (feet)  COMP
 AG7151  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AG7151
 AG7151  VERT ORDER  -  SECOND    CLASS II
 AG7151
 AG7151.The horizontal coordinates were scaled from a topographic map and have
 AG7151.an estimated accuracy of +/- 6 seconds.
 AG7151
 AG7151.The orthometric height was determined by differential leveling
 AG7151.and adjusted by the National Geodetic Survey in June 1991..
 AG7151
 AG7151.The geoid height was determined by GEOID03.
 AG7151
 AG7151.The dynamic height is computed by dividing the NAVD 88
 AG7151.geopotential number by the normal gravity value computed on the
 AG7151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7151.degrees latitude (g = 980.6199 gals.).
 AG7151
 AG7151.The modeled gravity was interpolated from observed gravity values.
 AG7151
 AG7151;                    North         East    Units  Estimated Accuracy
 AG7151;SPC FL W     -   386,650.      125,730.      MT  (+/- 180 meters Scaled)
 AG7151
 AG7151                          SUPERSEDED SURVEY CONTROL
 AG7151
 AG7151  NGVD 29 (??/??/92)    1.441  (m)            4.73   (f) ADJ UNCH    2 2
 AG7151
 AG7151.Superseded values are not recommended for survey control.
 AG7151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7151.See file dsdata.txt to determine how the superseded data were derived.
 AG7151
 AG7151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272786(NAD 83)
 AG7151_MARKER: DB = BENCH MARK DISK
 AG7151_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7151_SP_SET: HEADWALL
 AG7151_STAMPING: 449
 AG7151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7151
 AG7151  HISTORY     - Date     Condition        Report By
 AG7151  HISTORY     - UNK      MONUMENTED       FLDT
 AG7151  HISTORY     - 1977     GOOD             FL-103
 AG7151
 AG7151                          STATION DESCRIPTION
 AG7151
 AG7151'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7151'IN ST PETERSBURG.
 AG7151'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7151'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ALONG PARK
 AG7151'ST. FOR 0.90 MILE. STATION ON RIGHT, 48.9 FT. EAST OF THE CENTERLINE
 AG7151'OF PARK ST., 316.0 FT. NORTH OF THE CENTERLINE OF 54TH AVE. N. SET IN
 AG7151'THE TOP OF THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3104 ***********************************************************************
 AF3104  DESIGNATION -  45
 AF3104  PID         -  AF3104
 AF3104  STATE/COUNTY-  FL/MARTIN
 AF3104  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3104
 AF3104                         *CURRENT SURVEY CONTROL
 AF3104  ___________________________________________________________________
 AF3104* NAD 83(1986)-  27 08 36.     (N)    080 11 36.     (W)     SCALED    
 AF3104* NAVD 88     -         1.411  (meters)       4.63   (feet)  ADJUSTED  
 AF3104  ___________________________________________________________________
 AF3104  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AF3104  DYNAMIC HT  -           1.409 (meters)       4.62  (feet)  COMP
 AF3104  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 AF3104
 AF3104  VERT ORDER  -  FIRST     CLASS I
 AF3104
 AF3104.The horizontal coordinates were scaled from a topographic map and have
 AF3104.an estimated accuracy of +/- 6 seconds.
 AF3104
 AF3104.The orthometric height was determined by differential leveling
 AF3104.and adjusted by the National Geodetic Survey in June 1991..
 AF3104
 AF3104.The geoid height was determined by GEOID03.
 AF3104
 AF3104.The dynamic height is computed by dividing the NAVD 88
 AF3104.geopotential number by the normal gravity value computed on the
 AF3104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3104.degrees latitude (g = 980.6199 gals.).
 AF3104
 AF3104.The modeled gravity was interpolated from observed gravity values.
 AF3104
 AF3104;                    North         East    Units  Estimated Accuracy
 AF3104;SPC FL E     -   311,540.      279,960.      MT  (+/- 180 meters Scaled)
 AF3104
 AF3104                          SUPERSEDED SURVEY CONTROL
 AF3104
 AF3104  NGVD 29 (09/01/92)    1.856  (m)            6.09   (f) ADJUSTED    1 1
 AF3104
 AF3104.Superseded values are not recommended for survey control.
 AF3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3104.See file dsdata.txt to determine how the superseded data were derived.
 AF3104
 AF3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL799025(NAD 83)
 AF3104_MARKER: DD = SURVEY DISK
 AF3104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3104_SP_SET: HEADWALL
 AF3104_STAMPING: 45 6.095
 AF3104_MARK LOGO: FLDT  
 AF3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3104+STABILITY: SURFACE MOTION
 AF3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3104+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1991
 AF3104
 AF3104  HISTORY     - Date     Condition        Report By
 AF3104  HISTORY     - UNK      MONUMENTED       FLDT
 AF3104  HISTORY     - 1965     GOOD             NGS
 AF3104  HISTORY     - 1973     GOOD             NGS
 AF3104  HISTORY     - 1987     GOOD             USPSQD
 AF3104  HISTORY     - 1989     GOOD             USPSQD
 AF3104  HISTORY     - 1990     GOOD             USPSQD
 AF3104  HISTORY     - 1991     GOOD             USPSQD
 AF3104  HISTORY     - 19910125 GOOD             NGS
 AF3104  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AF3104
 AF3104                          STATION DESCRIPTION
 AF3104
 AF3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3104'5.4 MI SE FROM STUART.
 AF3104'ABOUT 5.4 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AF3104'THE STATION AT STUART, 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY
 AF3104'A 1 A FROM THE POST OFFICE AT PORT SALERNO, SET ON THE TOP OF
 AF3104'THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 15-FOOT
 AF3104'BOX CULVERT, ABOUT 144 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 AF3104'FROM THE NORTHEAST RAIL, 16 FEET NORTHEAST OF THE CENTER LINE OF
 AF3104'THE HIGHWAY, 20 FEET NORTHWEST OF THE SOUTHEAST END OF WING
 AF3104'WALL AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3104
 AF3104                          STATION RECOVERY (1973)
 AF3104
 AF3104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1987)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1989)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1990)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1991)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1991)
 AF3104
 AF3104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3104'0.6 KM (0.4 MI) SOUTHEASTERLY ALONG STATE HIGHWAY A1A (DIXIE HIGHWAY)
 AF3104'FROM THE POST OFFICE IN PORT SALERNO, IN TOP OF AND 6.1 M (20.0 FT)
 AF3104'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF
 AF3104'A BOX CULVERT UNDER THE HIGHWAY, AND 4.7 M (15.4 FT) NORTHEAST OF AND
 AF3104'LEVEL WITH THE HIGHWAY CENTERLINE.
 AF3104
 AF3104                          STATION RECOVERY (2004)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF3104'DESCRIBED LOCATION IS IN AREA OF RECONSTRUCTION OF A1A IN 2003.
 AF3104'RETAINING WALL MAY HAVE BEEN CAPPED OR REBUILT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9473 ***********************************************************************
 AG9473  DESIGNATION -  45 23 17 01
 AG9473  PID         -  AG9473
 AG9473  STATE/COUNTY-  FL/LEE
 AG9473  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG9473
 AG9473                         *CURRENT SURVEY CONTROL
 AG9473  ___________________________________________________________________
 AG9473* NAD 83(1999)-  26 32 56.63314(N)    082 01 59.63382(W)     ADJUSTED  
 AG9473* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 AG9473  ___________________________________________________________________
 AG9473  X           -     791,311.958 (meters)                     COMP
 AG9473  Y           -  -5,654,270.849 (meters)                     COMP
 AG9473  Z           -   2,833,599.011 (meters)                     COMP
 AG9473  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AG9473  ELLIP HEIGHT-         -22.05  (meters)          (07/06/01) GPS OBS
 AG9473  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG9473
 AG9473  HORZ ORDER  -  FIRST
 AG9473  ELLP ORDER  -  FOURTH    CLASS II
 AG9473
 AG9473.The horizontal coordinates were established by GPS observations
 AG9473.and adjusted by the National Geodetic Survey in July 2001..
 AG9473
 AG9473.The orthometric height was determined by GPS observations and a
 AG9473.high-resolution geoid model.
 AG9473
 AG9473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9473
 AG9473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9473
 AG9473.The ellipsoidal height was determined by GPS observations
 AG9473.and is referenced to NAD 83.
 AG9473
 AG9473.The geoid height was determined by GEOID03.
 AG9473
 AG9473;                    North         East     Units Scale Factor Converg.
 AG9473;SPC FL W     -   245,443.801   196,688.740   MT  0.99994131   -0 00 53.5
 AG9473;SPC FL W     -   805,260.20    645,302.97   sFT  0.99994131   -0 00 53.5
 AG9473;UTM  17      - 2,936,906.424   397,078.633   MT  0.99973078   -0 27 42.7
 AG9473
 AG9473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9473!SPC FL W     -   1.00000346  x   0.99994131  =   0.99994477
 AG9473!UTM  17      -   1.00000346  x   0.99973078  =   0.99973424
 AG9473
 AG9473                          SUPERSEDED SURVEY CONTROL
 AG9473
 AG9473  NAD 83(1990)-  26 32 56.63137(N)    082 01 59.63305(W) AD(       ) 1
 AG9473  ELLIP H (11/12/93)  -21.99   (m)                       GP(       ) 4 1
 AG9473
 AG9473.Superseded values are not recommended for survey control.
 AG9473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9473.See file dsdata.txt to determine how the superseded data were derived.
 AG9473
 AG9473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9707936906(NAD 83)
 AG9473_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9473_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9473_SP_SET: PREFAB CONC. POST IN EARTH
 AG9473_STAMPING: GPS 01 45 23 17
 AG9473_MARK LOGO: FL-071
 AG9473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9473+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 AG9473
 AG9473  HISTORY     - Date     Condition        Report By
 AG9473  HISTORY     - 1990     MONUMENTED       JOHNSN
 AG9473  HISTORY     - 19920930 GOOD             DENI
 AG9473  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AG9473
 AG9473                          STATION DESCRIPTION
 AG9473
 AG9473'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9473'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9473'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 17, TWP 45S,
 AG9473'RGE 23E, IN CAPE CORAL, 11.9 MI (19.2 KM) SOUTHWEST OF FORT MYERS,
 AG9473'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9473'AND BURNT STORE ROAD/COUNTY ROAD 765, GO EAST 2.05 MI (3.30 KM) ON
 AG9473'PINE ISLAND ROAD TO CHIQUITA BOULEVARD, THEN SOUTH 6.2 MI (10.0 KM)
 AG9473'ON CHIQUITA BOULEVARD TO EL DORADO PARKWAY, THEN WEST 1.75 MI
 AG9473'(2.82 KM) ON EL DORADO PARKWAY UNTIL IT ENDS AT S.W. 28TH PLACE AND
 AG9473'THE STATION ON THE LEFT.
 AG9473'STATION IS 32.9 FT (10.0 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AG9473'LANES OF EL DORADO PARKWAY, 9.2 FT (2.8 M) EAST OF THE CENTERLINE OF
 AG9473'S.W. 28TH PLACE PROJECTED SOUTH, 110.0 FT (33.5 M) SOUTH EAST OF A
 AG9473'POWER POLE, 28.5 FT (8.7 M) NORTHEAST OF THE TOP OF BANK OF A CANAL,
 AG9473'2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 AG9473'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AG9473'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AG9473'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
 AG9473
 AG9473                          STATION RECOVERY (2004)
 AG9473
 AG9473'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG9473'A NEGHBORING HOMEOWNER, RAY DEMCZYK, REPORTED TO US THAT HE PERSONALLY
 AG9473'SAW THIS MARKER DUG UP BY A BACKHOE DURING RECENT WATER AND SEWER
 AG9473'EXPANSION IN THE COMMUNITY.  HE SAW IT DEPOSITED IN A PILE OF DIRT
 AG9473'THAT WAS SUBSEQUENTLY HAULED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7155 ***********************************************************************
 AG7155  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7155  DESIGNATION -  450 FLDT
 AG7155  PID         -  AG7155
 AG7155  STATE/COUNTY-  FL/PINELLAS
 AG7155  USGS QUAD   -  SEMINOLE (1995)
 AG7155
 AG7155                         *CURRENT SURVEY CONTROL
 AG7155  ___________________________________________________________________
 AG7155* NAD 83(1986)-  27 49 59.     (N)    082 45 12.     (W)     SCALED    
 AG7155* NAVD 88     -         3.785  (meters)      12.42   (feet)  ADJUSTED  
 AG7155  ___________________________________________________________________
 AG7155  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7155  DYNAMIC HT  -           3.780 (meters)      12.40  (feet)  COMP
 AG7155  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG7155
 AG7155  VERT ORDER  -  SECOND    CLASS I
 AG7155
 AG7155.The horizontal coordinates were scaled from a topographic map and have
 AG7155.an estimated accuracy of +/- 6 seconds.
 AG7155
 AG7155.The orthometric height was determined by differential leveling
 AG7155.and adjusted by the National Geodetic Survey in June 1991..
 AG7155
 AG7155.This Tidal Bench Mark is designated as VM 6595
 AG7155.by the Center for Operational Oceanographic Products and Services.
 AG7155
 AG7155.The geoid height was determined by GEOID03.
 AG7155
 AG7155.The dynamic height is computed by dividing the NAVD 88
 AG7155.geopotential number by the normal gravity value computed on the
 AG7155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7155.degrees latitude (g = 980.6199 gals.).
 AG7155
 AG7155.The modeled gravity was interpolated from observed gravity values.
 AG7155
 AG7155;                    North         East    Units  Estimated Accuracy
 AG7155;SPC FL W     -   387,940.      125,790.      MT  (+/- 180 meters Scaled)
 AG7155
 AG7155                          SUPERSEDED SURVEY CONTROL
 AG7155
 AG7155  NGVD 29 (??/??/92)    4.052  (m)           13.29   (f) ADJ UNCH    2 1
 AG7155
 AG7155.Superseded values are not recommended for survey control.
 AG7155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7155.See file dsdata.txt to determine how the superseded data were derived.
 AG7155
 AG7155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273799(NAD 83)
 AG7155_MARKER: DE = TRAVERSE STATION DISK
 AG7155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7155_SP_SET: HANDRAIL
 AG7155_MARK LOGO: FLDT  
 AG7155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7155
 AG7155  HISTORY     - Date     Condition        Report By
 AG7155  HISTORY     - UNK      MONUMENTED       FLDT
 AG7155  HISTORY     - 1977     GOOD             FL-103
 AG7155  HISTORY     - 1982     GOOD             FLDNR
 AG7155
 AG7155                          STATION DESCRIPTION
 AG7155
 AG7155'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7155'IN ST PETERSBURG.
 AG7155'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7155'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7155'FOR 1.70 MILES TO THE S.W. CORNER OF THE SOUTH BOUND BRIDGE. STATION
 AG7155'ON LEFT, 12.6 FT. SOUTH OF THE S.W. CORNER OF BRIDGE ABUTMENT. SET
 AG7155'IN THE TOP OF THE CONCRETE HANDRAIL.
 AG7155
 AG7155                          STATION RECOVERY (1982)
 AG7155
 AG7155'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7156 ***********************************************************************
 AG7156  DESIGNATION -  451 FLDT
 AG7156  PID         -  AG7156
 AG7156  STATE/COUNTY-  FL/PINELLAS
 AG7156  USGS QUAD   -  SEMINOLE (1995)
 AG7156
 AG7156                         *CURRENT SURVEY CONTROL
 AG7156  ___________________________________________________________________
 AG7156* NAD 83(1986)-  27 49 58.     (N)    082 45 14.     (W)     SCALED    
 AG7156* NAVD 88     -         4.767  (meters)      15.64   (feet)  ADJUSTED  
 AG7156  ___________________________________________________________________
 AG7156  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7156  DYNAMIC HT  -           4.760 (meters)      15.62  (feet)  COMP
 AG7156  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG7156
 AG7156  VERT ORDER  -  SECOND    CLASS I
 AG7156
 AG7156.The horizontal coordinates were scaled from a topographic map and have
 AG7156.an estimated accuracy of +/- 6 seconds.
 AG7156
 AG7156.The orthometric height was determined by differential leveling
 AG7156.and adjusted by the National Geodetic Survey in June 1991..
 AG7156
 AG7156.The geoid height was determined by GEOID03.
 AG7156
 AG7156.The dynamic height is computed by dividing the NAVD 88
 AG7156.geopotential number by the normal gravity value computed on the
 AG7156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7156.degrees latitude (g = 980.6199 gals.).
 AG7156
 AG7156.The modeled gravity was interpolated from observed gravity values.
 AG7156
 AG7156;                    North         East    Units  Estimated Accuracy
 AG7156;SPC FL W     -   387,910.      125,740.      MT  (+/- 180 meters Scaled)
 AG7156
 AG7156                          SUPERSEDED SURVEY CONTROL
 AG7156
 AG7156  NGVD 29 (??/??/92)    5.033  (m)           16.51   (f) ADJ UNCH    2 1
 AG7156
 AG7156.Superseded values are not recommended for survey control.
 AG7156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7156.See file dsdata.txt to determine how the superseded data were derived.
 AG7156
 AG7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272799(NAD 83)
 AG7156_MARKER: DD = SURVEY DISK
 AG7156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7156_SP_SET: HANDRAIL
 AG7156_STAMPING: 451
 AG7156_MARK LOGO: FLDT  
 AG7156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7156
 AG7156  HISTORY     - Date     Condition        Report By
 AG7156  HISTORY     - UNK      MONUMENTED       FLDT
 AG7156  HISTORY     - 1977     GOOD             FL-103
 AG7156  HISTORY     - 1982     GOOD             FLDNR
 AG7156
 AG7156                          STATION DESCRIPTION
 AG7156
 AG7156'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7156'IN ST PETERSBURG.
 AG7156'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7156'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7156'FOR 1.70 MILES TO THE S.W. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7156'ON LEFT, 9.7 FT. SOUTH OF THE END OF BRIDGE ABUTMENT. SET IN THE TOP
 AG7156'OF THE CONCRETE HANDRAIL.
 AG7156
 AG7156                          STATION RECOVERY (1982)
 AG7156
 AG7156'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7159 ***********************************************************************
 AG7159  DESIGNATION -  452 FLDT
 AG7159  PID         -  AG7159
 AG7159  STATE/COUNTY-  FL/PINELLAS
 AG7159  USGS QUAD   -  SEMINOLE (1995)
 AG7159
 AG7159                         *CURRENT SURVEY CONTROL
 AG7159  ___________________________________________________________________
 AG7159* NAD 83(1986)-  27 50 01.     (N)    082 45 17.     (W)     SCALED    
 AG7159* NAVD 88     -         4.770  (meters)      15.65   (feet)  ADJUSTED  
 AG7159  ___________________________________________________________________
 AG7159  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7159  DYNAMIC HT  -           4.763 (meters)      15.63  (feet)  COMP
 AG7159  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG7159
 AG7159  VERT ORDER  -  SECOND    CLASS II
 AG7159
 AG7159.The horizontal coordinates were scaled from a topographic map and have
 AG7159.an estimated accuracy of +/- 6 seconds.
 AG7159
 AG7159.The orthometric height was determined by differential leveling
 AG7159.and adjusted by the National Geodetic Survey in June 1991..
 AG7159
 AG7159.The geoid height was determined by GEOID03.
 AG7159
 AG7159.The dynamic height is computed by dividing the NAVD 88
 AG7159.geopotential number by the normal gravity value computed on the
 AG7159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7159.degrees latitude (g = 980.6199 gals.).
 AG7159
 AG7159.The modeled gravity was interpolated from observed gravity values.
 AG7159
 AG7159;                    North         East    Units  Estimated Accuracy
 AG7159;SPC FL W     -   388,000.      125,650.      MT  (+/- 180 meters Scaled)
 AG7159
 AG7159                          SUPERSEDED SURVEY CONTROL
 AG7159
 AG7159  NGVD 29 (??/??/92)    5.036  (m)           16.52   (f) ADJ UNCH    2 2
 AG7159
 AG7159.Superseded values are not recommended for survey control.
 AG7159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7159.See file dsdata.txt to determine how the superseded data were derived.
 AG7159
 AG7159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL271800(NAD 83)
 AG7159_MARKER: DD = SURVEY DISK
 AG7159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7159_SP_SET: HANDRAIL
 AG7159_STAMPING: 452
 AG7159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7159
 AG7159  HISTORY     - Date     Condition        Report By
 AG7159  HISTORY     - UNK      MONUMENTED       FLDT
 AG7159  HISTORY     - 1977     GOOD             FL-103
 AG7159  HISTORY     - 19970405 GOOD             USPSQD
 AG7159  HISTORY     - 19981103 GOOD             USPSQD
 AG7159
 AG7159                          STATION DESCRIPTION
 AG7159
 AG7159'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7159'IN ST PETERSBURG.
 AG7159'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7159'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7159'FOR 1.80 MILES TO THE N.W. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7159'ON LEFT, IN THE N.W. CORNER. SET IN THE TOP OF THE CONCRETE HANDRAIL.
 AG7159
 AG7159                          STATION RECOVERY (1997)
 AG7159
 AG7159'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7159'RECOVERED IN GOOD CONDITION.
 AG7159
 AG7159                          STATION RECOVERY (1998)
 AG7159
 AG7159'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7161 ***********************************************************************
 AG7161  DESIGNATION -  453 FLDT
 AG7161  PID         -  AG7161
 AG7161  STATE/COUNTY-  FL/PINELLAS
 AG7161  USGS QUAD   -  SEMINOLE (1995)
 AG7161
 AG7161                         *CURRENT SURVEY CONTROL
 AG7161  ___________________________________________________________________
 AG7161* NAD 83(1986)-  27 50 05.     (N)    082 45 15.     (W)     SCALED    
 AG7161* NAVD 88     -         4.146  (meters)      13.60   (feet)  ADJUSTED  
 AG7161  ___________________________________________________________________
 AG7161  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7161  DYNAMIC HT  -           4.139 (meters)      13.58  (feet)  COMP
 AG7161  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AG7161
 AG7161  VERT ORDER  -  SECOND    CLASS II
 AG7161
 AG7161.The horizontal coordinates were scaled from a topographic map and have
 AG7161.an estimated accuracy of +/- 6 seconds.
 AG7161
 AG7161.The orthometric height was determined by differential leveling
 AG7161.and adjusted by the National Geodetic Survey in June 1991..
 AG7161
 AG7161.The geoid height was determined by GEOID03.
 AG7161
 AG7161.The dynamic height is computed by dividing the NAVD 88
 AG7161.geopotential number by the normal gravity value computed on the
 AG7161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7161.degrees latitude (g = 980.6199 gals.).
 AG7161
 AG7161.The modeled gravity was interpolated from observed gravity values.
 AG7161
 AG7161;                    North         East    Units  Estimated Accuracy
 AG7161;SPC FL W     -   388,120.      125,710.      MT  (+/- 180 meters Scaled)
 AG7161
 AG7161                          SUPERSEDED SURVEY CONTROL
 AG7161
 AG7161  NGVD 29 (??/??/92)    4.411  (m)           14.47   (f) ADJ UNCH    2 2
 AG7161
 AG7161.Superseded values are not recommended for survey control.
 AG7161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7161.See file dsdata.txt to determine how the superseded data were derived.
 AG7161
 AG7161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272801(NAD 83)
 AG7161_MARKER: DE = TRAVERSE STATION DISK
 AG7161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7161_SP_SET: HANDRAIL
 AG7161_STAMPING: 453
 AG7161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7161
 AG7161  HISTORY     - Date     Condition        Report By
 AG7161  HISTORY     - UNK      MONUMENTED       FLDT
 AG7161  HISTORY     - 1977     GOOD             FL-103
 AG7161  HISTORY     - 19970405 POOR             USPSQD
 AG7161  HISTORY     - 19981103 POOR             USPSQD
 AG7161
 AG7161                          STATION DESCRIPTION
 AG7161
 AG7161'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7161'IN ST PETERSBURG.
 AG7161'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7161'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7161'FOR 1.80 MILES TO THE N.W. CORNER OF THE SOUTH BOUND BRIDGE. STATION
 AG7161'ON LEFT, 6.1 FT. N.N.W. OF THE END OF BRIDGE ABUTMENT. SET IN THE TOP
 AG7161'OF THE CONCRETE HANDRAIL.
 AG7161
 AG7161                          STATION RECOVERY (1997)
 AG7161
 AG7161'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7161'MARK RECOVERED IN POOR CONDITION.
 AG7161
 AG7161                          STATION RECOVERY (1998)
 AG7161
 AG7161'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7161'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7377 ***********************************************************************
 AG7377  DESIGNATION -  454
 AG7377  PID         -  AG7377
 AG7377  STATE/COUNTY-  FL/PINELLAS
 AG7377  USGS QUAD   -  SAFETY HARBOR (1956)
 AG7377
 AG7377                         *CURRENT SURVEY CONTROL
 AG7377  ___________________________________________________________________
 AG7377* NAD 83(1986)-  27 58 55.     (N)    082 43 48.     (W)     SCALED    
 AG7377* NAVD 88     -        17.01   (+/-2cm)      55.8    (feet)  VERTCON   
 AG7377  ___________________________________________________________________
 AG7377  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AG7377
 AG7377  VERT ORDER  -  THIRD (See Below)
 AG7377
 AG7377.The horizontal coordinates were scaled from a topographic map and have
 AG7377.an estimated accuracy of +/- 6 seconds.
 AG7377
 AG7377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG7377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG7377.The vertical order pertains to the NGVD 29 superseded value.
 AG7377
 AG7377.The geoid height was determined by GEOID03.
 AG7377
 AG7377;                    North         East    Units  Estimated Accuracy
 AG7377;SPC FL W     -   404,420.      128,190.      MT  (+/- 180 meters Scaled)
 AG7377
 AG7377                          SUPERSEDED SURVEY CONTROL
 AG7377
 AG7377  NGVD 29 (08/19/04)   17.27   (m)           56.7    (f) RESET       3  
 AG7377
 AG7377.Superseded values are not recommended for survey control.
 AG7377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7377.See file dsdata.txt to determine how the superseded data were derived.
 AG7377
 AG7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298964(NAD 83)
 AG7377_MARKER: DD = SURVEY DISK
 AG7377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7377_SP_SET: HEADWALL
 AG7377_STAMPING: 454
 AG7377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7377+STABILITY: SURFACE MOTION
 AG7377
 AG7377  HISTORY     - Date     Condition        Report By
 AG7377  HISTORY     - 1978     MONUMENTED       FL-103
 AG7377
 AG7377                          STATION DESCRIPTION
 AG7377
 AG7377'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978
 AG7377'2.55 MI SOUTH FROM CLEARWATER.
 AG7377'2.55 MILES SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION
 AG7377'OF U.S. HIGHWAY 19 AND STATE ROUTE 580, IN TOP OF A CONCRETE
 AG7377'HEADWALL, 76.8 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3105 ***********************************************************************
 AF3105  DESIGNATION -  46
 AF3105  PID         -  AF3105
 AF3105  STATE/COUNTY-  FL/MARTIN
 AF3105  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3105
 AF3105                         *CURRENT SURVEY CONTROL
 AF3105  ___________________________________________________________________
 AF3105* NAD 83(1986)-  27 08 44.     (N)    080 11 48.     (W)     SCALED    
 AF3105* NAVD 88     -         2.532  (meters)       8.31   (feet)  ADJUSTED  
 AF3105  ___________________________________________________________________
 AF3105  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AF3105  DYNAMIC HT  -           2.528 (meters)       8.29  (feet)  COMP
 AF3105  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 AF3105
 AF3105  VERT ORDER  -  FIRST     CLASS I
 AF3105
 AF3105.The horizontal coordinates were scaled from a topographic map and have
 AF3105.an estimated accuracy of +/- 6 seconds.
 AF3105
 AF3105.The orthometric height was determined by differential leveling
 AF3105.and adjusted by the National Geodetic Survey in June 1991..
 AF3105
 AF3105.The geoid height was determined by GEOID03.
 AF3105
 AF3105.The dynamic height is computed by dividing the NAVD 88
 AF3105.geopotential number by the normal gravity value computed on the
 AF3105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3105.degrees latitude (g = 980.6199 gals.).
 AF3105
 AF3105.The modeled gravity was interpolated from observed gravity values.
 AF3105
 AF3105;                    North         East    Units  Estimated Accuracy
 AF3105;SPC FL E     -   311,790.      279,630.      MT  (+/- 180 meters Scaled)
 AF3105
 AF3105                          SUPERSEDED SURVEY CONTROL
 AF3105
 AF3105  NGVD 29 (09/01/92)    2.976  (m)            9.76   (f) ADJUSTED    1 1
 AF3105
 AF3105.Superseded values are not recommended for survey control.
 AF3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3105.See file dsdata.txt to determine how the superseded data were derived.
 AF3105
 AF3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL796028(NAD 83)
 AF3105_MARKER: DD = SURVEY DISK
 AF3105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3105_SP_SET: BRIDGE RAIL
 AF3105_STAMPING: 46 9.77
 AF3105_MARK LOGO: FLDT  
 AF3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3105+STABILITY: SURFACE MOTION
 AF3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3105+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1991
 AF3105
 AF3105  HISTORY     - Date     Condition        Report By
 AF3105  HISTORY     - UNK      MONUMENTED       FLDT
 AF3105  HISTORY     - 1965     GOOD             NGS
 AF3105  HISTORY     - 1973     GOOD             NGS
 AF3105  HISTORY     - 1980     GOOD             FLDNR
 AF3105  HISTORY     - 1987     GOOD             USPSQD
 AF3105  HISTORY     - 1989     GOOD             USPSQD
 AF3105  HISTORY     - 1990     GOOD             USPSQD
 AF3105  HISTORY     - 1991     GOOD             USPSQD
 AF3105  HISTORY     - 19910125 GOOD             NGS
 AF3105  HISTORY     - 20040228 GOOD             USPSQD
 AF3105
 AF3105                          STATION DESCRIPTION
 AF3105
 AF3105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3105'5.2 MI SE FROM STUART.
 AF3105'ABOUT 5.51 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 AF3105'FROM THE STATION AT STUART, AT PORT SALERNO, 0.4 MILE NORTHWEST
 AF3105'OF MILEPOST 267, 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM
 AF3105'THE POST OFFICE AT PORT SALERNO, SET ON THE TOP OF THE NORTHEAST
 AF3105'CONCRETE GUARD RAIL OF A BRIDGE OVER AN INLET, ABOUT 159 FEET
 AF3105'NORTHEAST OF THE NORTHEAST RAIL, 19 1/2 FEET NORTHEAST OF THE
 AF3105'CENTER LINE OF STATE HIGHWAY A 1 A, 7.8 FEET NORTHWEST OF THE
 AF3105'SOUTHEAST END OF THE GUARD RAIL AND 3 FEET ABOVE THE LEVEL OF THE
 AF3105'HIGHWAY.  THIS MARK IS ALONG STATE HIGHWAY A1A.
 AF3105
 AF3105                          STATION RECOVERY (1973)
 AF3105
 AF3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1980)
 AF3105
 AF3105'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1987)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1989)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1990)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1991)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1991)
 AF3105
 AF3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3105'0.1 KM (0.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY A1A (DIXIE HIGHWAY)
 AF3105'FROM THE POST OFFICE IN PORT SALERNO, IN TOP OF AND 0.2 M (0.7 FT)
 AF3105'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE GUARDRAIL OF
 AF3105'THE HIGHWAY BRIDGE SPANNING AN INLET, 5.6 M (18.4 FT) NORTHEAST OF
 AF3105'THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 AF3105'HIGHWAY.
 AF3105
 AF3105                          STATION RECOVERY (2004)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 2004 (BC)
 AF3105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8688 ***********************************************************************
 AD8688  DESIGNATION -  46 26 02 01
 AD8688  PID         -  AD8688
 AD8688  STATE/COUNTY-  FL/LEE
 AD8688  USGS QUAD   -  ALVA SW (1987)
 AD8688
 AD8688                         *CURRENT SURVEY CONTROL
 AD8688  ___________________________________________________________________
 AD8688* NAD 83(1999)-  26 30 43.17442(N)    081 40 37.50421(W)     ADJUSTED  
 AD8688* NAVD 88     -         8.5    (meters)      28.     (feet)  GPS OBS   
 AD8688  ___________________________________________________________________
 AD8688  X           -     826,709.430 (meters)                     COMP
 AD8688  Y           -  -5,651,063.757 (meters)                     COMP
 AD8688  Z           -   2,829,926.905 (meters)                     COMP
 AD8688  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AD8688  ELLIP HEIGHT-         -15.83  (meters)          (07/06/01) GPS OBS
 AD8688  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AD8688
 AD8688  HORZ ORDER  -  FIRST
 AD8688  ELLP ORDER  -  FOURTH    CLASS II
 AD8688
 AD8688.The horizontal coordinates were established by GPS observations
 AD8688.and adjusted by the National Geodetic Survey in July 2001..
 AD8688
 AD8688.The orthometric height was determined by GPS observations and a
 AD8688.high-resolution geoid model.
 AD8688
 AD8688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8688
 AD8688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8688
 AD8688.The ellipsoidal height was determined by GPS observations
 AD8688.and is referenced to NAD 83.
 AD8688
 AD8688.The geoid height was determined by GEOID03.
 AD8688
 AD8688;                    North         East     Units Scale Factor Converg.
 AD8688;SPC FL W     -   241,376.680   232,186.344   MT  0.99995396   +0 08 38.9
 AD8688;SPC FL W     -   791,916.66    761,764.70   sFT  0.99995396   +0 08 38.9
 AD8688;UTM  17      - 2,932,563.780   432,534.436   MT  0.99965619   -0 18 08.1
 AD8688
 AD8688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8688!SPC FL W     -   1.00000249  x   0.99995396  =   0.99995645
 AD8688!UTM  17      -   1.00000249  x   0.99965619  =   0.99965868
 AD8688
 AD8688                          SUPERSEDED SURVEY CONTROL
 AD8688
 AD8688  NAD 83(1990)-  26 30 43.17260(N)    081 40 37.50318(W) AD(       ) 1
 AD8688  ELLIP H (11/12/93)  -15.79   (m)                       GP(       ) 4 1
 AD8688
 AD8688.Superseded values are not recommended for survey control.
 AD8688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8688.See file dsdata.txt to determine how the superseded data were derived.
 AD8688
 AD8688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3253432564(NAD 83)
 AD8688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8688_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AD8688_SP_SET: PREFAB CONC. POST IN EARTH
 AD8688_STAMPING: GPS 01 46 26 02
 AD8688_MARK LOGO: FL-071
 AD8688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8688+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1992
 AD8688
 AD8688  HISTORY     - Date     Condition        Report By
 AD8688  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8688  HISTORY     - 19910107 GOOD
 AD8688  HISTORY     - 19920904 GOOD             DENI
 AD8688  HISTORY     - 20060801 MARK NOT FOUND   HOLE
 AD8688
 AD8688                          STATION DESCRIPTION
 AD8688
 AD8688'DESCRIBED 1991
 AD8688'RECOVERED IN GOOD CONDITION.
 AD8688
 AD8688                          STATION RECOVERY (1992)
 AD8688
 AD8688'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8688'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8688'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 2, TWP 46S,
 AD8688'RGE 26E, 14.9 MI (24.0 KM) SOUTHEAST OF FORT MYERS, SOUTH OF LEHIGH
 AD8688'ACRES, 11.7 MI (18.8 KM) SOUTHEAST OF THE JUNCTION OF I-75 AND STATE
 AD8688'ROUTE 82/IMMOKALEE ROAD, EXIT 23.
 AD8688'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE
 AD8688'82/IMMOKALEE ROAD, EXIT 23, GO SOUTHEAST 9.25 MI (14.89 KM) ON STATE
 AD8688'ROUTE 82 TO GREEN MEADOW ROAD, THEN SOUTH 3.65 MI (5.87 KM) ON GREEN
 AD8688'MEADOW ROAD TO A GRAVEL ROAD LEADING EAST AND THE STATION.
 AD8688'STATION IS BELOW THE SURFACE OF THE GRAVEL ROADS, 9.0 FT (2.7 M) EAST
 AD8688'OF THE CENTERLINE OF GREEN MEADOW ROAD, 2.0 FT (0.6 M) SOUTH OF THE
 AD8688'CENTERLINE OF THE GRAVEL ROAD EAST, 30.3 FT (9.2 M) NORTH NORTHWEST
 AD8688'OF THE EAST END OF A 48 INCH CULVERT PIPE, 61.4 FT (18.7 M) SOUTH
 AD8688'SOUTHEAST OF THE SOUTHWEST CORNER OF A STEEL CATTLE GUARD, 44.5 FT
 AD8688'(13.6 M) SOUTH SOUTHWEST OF A POWER POLE, 29.9 FT (9.1 M) EAST OF A
 AD8688'WITNESS POST.
 AD8688'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8688'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8688'CONCRETE POST, 11 INCHES BELOW ROAD LEVEL.
 AD8688
 AD8688                          STATION RECOVERY (2006)
 AD8688
 AD8688'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AD8688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8689 ***********************************************************************
 AD8689  DESIGNATION -  46 26 08 02
 AD8689  PID         -  AD8689
 AD8689  STATE/COUNTY-  FL/LEE
 AD8689  USGS QUAD   -  CORKSCREW NW (1987)
 AD8689
 AD8689                         *CURRENT SURVEY CONTROL
 AD8689  ___________________________________________________________________
 AD8689* NAD 83(1999)-  26 29 35.65174(N)    081 43 56.37247(W)     ADJUSTED  
 AD8689* NAVD 88     -         6.9    (meters)      23.     (feet)  GPS OBS   
 AD8689  ___________________________________________________________________
 AD8689  X           -     821,393.777 (meters)                     COMP
 AD8689  Y           -  -5,652,774.527 (meters)                     COMP
 AD8689  Z           -   2,828,066.485 (meters)                     COMP
 AD8689  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AD8689  ELLIP HEIGHT-         -17.37  (meters)          (07/06/01) GPS OBS
 AD8689  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AD8689
 AD8689  HORZ ORDER  -  FIRST
 AD8689  ELLP ORDER  -  FOURTH    CLASS II
 AD8689
 AD8689.The horizontal coordinates were established by GPS observations
 AD8689.and adjusted by the National Geodetic Survey in July 2001..
 AD8689
 AD8689.The orthometric height was determined by GPS observations and a
 AD8689.high-resolution geoid model.
 AD8689
 AD8689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8689
 AD8689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8689
 AD8689.The ellipsoidal height was determined by GPS observations
 AD8689.and is referenced to NAD 83.
 AD8689
 AD8689.The geoid height was determined by GEOID03.
 AD8689
 AD8689;                    North         East     Units Scale Factor Converg.
 AD8689;SPC FL W     -   239,286.003   226,684.528   MT  0.99994996   +0 07 09.9
 AD8689;SPC FL W     -   785,057.49    743,714.16   sFT  0.99994996   +0 07 09.9
 AD8689;UTM  17      - 2,930,516.613   427,018.110   MT  0.99966576   -0 19 36.1
 AD8689
 AD8689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8689!SPC FL W     -   1.00000273  x   0.99994996  =   0.99995269
 AD8689!UTM  17      -   1.00000273  x   0.99966576  =   0.99966849
 AD8689
 AD8689                          SUPERSEDED SURVEY CONTROL
 AD8689
 AD8689  NAD 83(1990)-  26 29 35.64989(N)    081 43 56.37149(W) AD(       ) 1
 AD8689  ELLIP H (11/12/93)  -17.33   (m)                       GP(       ) 4 1
 AD8689
 AD8689.Superseded values are not recommended for survey control.
 AD8689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8689.See file dsdata.txt to determine how the superseded data were derived.
 AD8689
 AD8689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2701830517(NAD 83)
 AD8689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8689_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AD8689_SP_SET: PREFAB CONC. POST IN EARTH
 AD8689_STAMPING: GPS 02 46 26 08
 AD8689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8689+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AD8689
 AD8689  HISTORY     - Date     Condition        Report By
 AD8689  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8689  HISTORY     - 19910104 GOOD
 AD8689  HISTORY     - 19920910 GOOD             DENI
 AD8689  HISTORY     - 20060801 GOOD             HOLE
 AD8689
 AD8689                          STATION DESCRIPTION
 AD8689
 AD8689'DESCRIBED 1991
 AD8689'RECOVERED IN GOOD CONDITION.
 AD8689
 AD8689                          STATION RECOVERY (1992)
 AD8689
 AD8689'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8689'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8689'STATION IS LOCATED NEAR THE NORTH QUARTER CORNER OF SECTION 8, TWP
 AD8689'46S, RGE 26E, 13.2 MI (21.2 KM) SOUTH SOUTHEAST OF FORT MYERS, 3.8 MI
 AD8689'(6.1 KM) EAST OF THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20.
 AD8689'TO REACH STATION FROM THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20, GO
 AD8689'3.8 MI (6.1 KM) EAST ON ALICO ROAD TO A FARM ROAD LEADING NORTH AND
 AD8689'THE STATION ON THE RIGHT.
 AD8689'STATION IS 45.4 FT (13.8 M) SOUTH OF THE CENTERLINE OF ALICO ROAD, 7.0
 AD8689'FT (2.1 M) EAST OF THE CENTERLINE OF A DIRT FARM ROAD PRODUCED SOUTH,
 AD8689'2.0 FT (0.6 M) NORTH OF A WIRE FENCE, 32.0 FT (9.8 M) EAST OF A POWER
 AD8689'POLE, 1.6 FT (0.5 M) NORTH OF A WITNESS POST.
 AD8689'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8689'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8689'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
 AD8689
 AD8689                          STATION RECOVERY (2006)
 AD8689
 AD8689'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AD8689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8690 ***********************************************************************
 AD8690  DESIGNATION -  46 26 22 01
 AD8690  PID         -  AD8690
 AD8690  STATE/COUNTY-  FL/LEE
 AD8690  USGS QUAD   -  CORKSCREW NW (1987)
 AD8690
 AD8690                         *CURRENT SURVEY CONTROL
 AD8690  ___________________________________________________________________
 AD8690* NAD 83(1999)-  26 27 46.73506(N)    081 42 17.85778(W)     ADJUSTED  
 AD8690* NAVD 88     -         6.7    (meters)      22.     (feet)  GPS OBS   
 AD8690  ___________________________________________________________________
 AD8690  X           -     824,309.117 (meters)                     COMP
 AD8690  Y           -  -5,653,860.335 (meters)                     COMP
 AD8690  Z           -   2,825,065.966 (meters)                     COMP
 AD8690  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AD8690  ELLIP HEIGHT-         -17.53  (meters)          (07/06/01) GPS OBS
 AD8690  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AD8690
 AD8690  HORZ ORDER  -  FIRST
 AD8690  ELLP ORDER  -  FOURTH    CLASS II
 AD8690
 AD8690.The horizontal coordinates were established by GPS observations
 AD8690.and adjusted by the National Geodetic Survey in July 2001..
 AD8690
 AD8690.The orthometric height was determined by GPS observations and a
 AD8690.high-resolution geoid model.
 AD8690
 AD8690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8690
 AD8690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8690
 AD8690.The ellipsoidal height was determined by GPS observations
 AD8690.and is referenced to NAD 83.
 AD8690
 AD8690.The geoid height was determined by GEOID03.
 AD8690
 AD8690;                    North         East     Units Scale Factor Converg.
 AD8690;SPC FL W     -   235,940.076   229,420.282   MT  0.99995186   +0 07 53.3
 AD8690;SPC FL W     -   774,080.07    752,689.71   sFT  0.99995186   +0 07 53.3
 AD8690;UTM  17      - 2,927,150.467   429,726.964   MT  0.99966097   -0 18 51.0
 AD8690
 AD8690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8690!SPC FL W     -   1.00000275  x   0.99995186  =   0.99995461
 AD8690!UTM  17      -   1.00000275  x   0.99966097  =   0.99966372
 AD8690
 AD8690                          SUPERSEDED SURVEY CONTROL
 AD8690
 AD8690  NAD 83(1990)-  26 27 46.73325(N)    081 42 17.85678(W) AD(       ) 1
 AD8690  ELLIP H (11/12/93)  -17.48   (m)                       GP(       ) 4 1
 AD8690
 AD8690.Superseded values are not recommended for survey control.
 AD8690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8690.See file dsdata.txt to determine how the superseded data were derived.
 AD8690
 AD8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2972727150(NAD 83)
 AD8690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8690_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AD8690_SP_SET: PREFAB CONC. POST IN EARTH
 AD8690_STAMPING: GPS 01 46 26 22
 AD8690_MARK LOGO: FL-071
 AD8690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8690+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AD8690
 AD8690  HISTORY     - Date     Condition        Report By
 AD8690  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8690  HISTORY     - 19910107 GOOD
 AD8690  HISTORY     - 19920910 GOOD             DENI
 AD8690  HISTORY     - 20060801 GOOD             HOLE
 AD8690
 AD8690                          STATION DESCRIPTION
 AD8690
 AD8690'DESCRIBED 1991
 AD8690'RECOVERED IN GOOD CONDITION.
 AD8690
 AD8690                          STATION RECOVERY (1992)
 AD8690
 AD8690'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8690'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8690'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 22, TWP 46S,
 AD8690'RGE 26E, 15.9 MI (25.6 KM) SOUTHEAST OF FORT MYERS, 6.0 MI (9.7 KM)
 AD8690'EAST SOUTHEAST OF THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20.
 AD8690'TO REACH STATION FROM THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20, GO
 AD8690'EAST 4.6 MI (7.4 KM) ON ALICO ROAD TO A CURVE TO THE RIGHT, THEN
 AD8690'CONTINUE 2.35 MI (3.78 KM) SOUTHEAST ON ALICO ROAD TO THE WATER
 AD8690'TREATMENT PLANT ENTRANCE ROAD AND THE MARK ON THE LEFT.  STATION IS
 AD8690'ALSO LOCATED 0.6 MI (1.0 KM) NORTH OF THE JUNCTION OF ALICO AND
 AD8690'CORKSCREW ROADS.
 AD8690'STATION IS 80.5 FT (24.5 M) NORTHEAST OF THE CENTERLINE OF ALICO ROAD,
 AD8690'34.0 FT (10.4 M) NORTHWEST OF THE CENTERLINE OF THE PAVED WATER
 AD8690'TREATMENT PLANT ENTRANCE ROAD, 87.9 FT (26.8 M) NORTHEAST OF A
 AD8690'CHISELED SQUARE IN THE TOP OF THE WESTERLY END OF A CONCRETE CULVERT
 AD8690'HEADWALL ON THE SOUTH SIDE OF THE ENTRANCE ROAD, 10.0 FT (3.0 M)
 AD8690'SOUTHWEST OF A CHAIN LINK FENCE, 9.9 FT (3.0 M) SOUTHWEST OF A WITNESS
 AD8690'POST.
 AD8690'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8690'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8690'CONCRETE POST, 6 INCHES BELOW GROUND LEVEL.
 AD8690
 AD8690                          STATION RECOVERY (2006)
 AD8690
 AD8690'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AD8690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1365 ***********************************************************************
 BE1365  DESIGNATION -  46 70 D 13 FLDT
 BE1365  PID         -  BE1365
 BE1365  STATE/COUNTY-  FL/BAY
 BE1365  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1365
 BE1365                         *CURRENT SURVEY CONTROL
 BE1365  ___________________________________________________________________
 BE1365* NAD 83(1990)-  30 16 33.72445(N)    085 59 23.97710(W)     ADJUSTED  
 BE1365* NAVD 88     -         4.126  (meters)      13.54   (feet)  ADJUSTED  
 BE1365  ___________________________________________________________________
 BE1365  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BE1365  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1365  DYNAMIC HT  -           4.120 (meters)      13.52  (feet)  COMP
 BE1365  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 BE1365
 BE1365  HORZ ORDER  -  SECOND
 BE1365  VERT ORDER  -  SECOND    CLASS II
 BE1365
 BE1365.The horizontal coordinates were established by classical geodetic methods
 BE1365.and adjusted by the National Geodetic Survey in May 1991..
 BE1365
 BE1365.The orthometric height was determined by differential leveling
 BE1365.and adjusted by the National Geodetic Survey in June 1991..
 BE1365
 BE1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1365
 BE1365.The geoid height was determined by GEOID03.
 BE1365
 BE1365.The dynamic height is computed by dividing the NAVD 88
 BE1365.geopotential number by the normal gravity value computed on the
 BE1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1365.degrees latitude (g = 980.6199 gals.).
 BE1365
 BE1365.The modeled gravity was interpolated from observed gravity values.
 BE1365
 BE1365;                    North         East     Units Scale Factor Converg.
 BE1365;SPC FL N     -   142,382.122   456,646.809   MT  0.99995023   -0 44 55.5
 BE1365;SPC FL N     -   467,132.01  1,498,182.07   sFT  0.99995023   -0 44 55.5
 BE1365;UTM  16      - 3,349,804.572   597,144.547   MT  0.99971642   +0 30 33.3
 BE1365
 BE1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1365!SPC FL N     -   1.00000369  x   0.99995023  =   0.99995392
 BE1365!UTM  16      -   1.00000369  x   0.99971642  =   0.99972011
 BE1365
 BE1365:                Primary Azimuth Mark                     Grid Az
 BE1365:SPC FL N     -  60 70 D12                                255 33 43.9
 BE1365:UTM  16      -  60 70 D12                                254 18 15.1
 BE1365
 BE1365|---------------------------------------------------------------------|
 BE1365| PID    Reference Object                     Distance      Geod. Az  |
 BE1365|                                                           dddmmss.s |
 BE1365| BE3749 60 70 D12                           APPROX. 0.7 KM 2544848.4 |
 BE1365|---------------------------------------------------------------------|
 BE1365
 BE1365                          SUPERSEDED SURVEY CONTROL
 BE1365
 BE1365  NAD 83(1986)-  30 16 33.73622(N)    085 59 23.98597(W) AD(       ) 2
 BE1365  NAD 27      -  30 16 33.01071(N)    085 59 24.21054(W) AD(       ) 2
 BE1365  NGVD 29 (07/19/86)    4.32   (m)           14.2    (f) LEVELING    3  
 BE1365
 BE1365.Superseded values are not recommended for survey control.
 BE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1365.See file dsdata.txt to determine how the superseded data were derived.
 BE1365
 BE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9714549805(NAD 83)
 BE1365_MARKER: DD = SURVEY DISK
 BE1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1365_STAMPING: 46 70 D13
 BE1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1365+STABILITY: SURFACE MOTION
 BE1365
 BE1365  HISTORY     - Date     Condition        Report By
 BE1365  HISTORY     - 1976     MONUMENTED       FLDT
 BE1365  HISTORY     - 1976     GOOD             FLDT
 BE1365
 BE1365                          STATION DESCRIPTION
 BE1365
 BE1365'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1365'STATION IS LOCATED ABOUT 15-3/4 MILES SOUTHEAST OF SANTA ROSA
 BE1365'BEACH AND ABOUT 20-1/2 MILES WEST-NORTHWEST OF PANAMA CITY, ON
 BE1365'THE NORTH SIDE OF U.S. ROUTE 98 ON THE OUTSIDE OF A CURVE.
 BE1365'
 BE1365'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1365'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0
 BE1365'MILES TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE
 BE1365'98 FOR 1.0 MILES TO STATION ON THE RIGHT ABOUT 100 YARDS
 BE1365'WEST OF WEST END OF PHILLIPS INLET BRIDGE.
 BE1365'
 BE1365'STATION MARK IS STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1365'BRASS DISK, STAMPED 46 70 D13, SET IN THE TOP OF A 4 INCH X 4
 BE1365'INCH CONCRETE MONUMENT THAT IS 1 INCH ABOVE THE GROUND.  IT IS 2.2
 BE1365'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 80.0 FEET NORTHEAST
 BE1365'OF CENTERLINE OF U.S. ROUTE 98 AND 80.8 FEET EAST OF A POWER POLE.
 BE1365
 BE1365                          STATION RECOVERY (1976)
 BE1365
 BE1365'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1365'7.0 MI W FROM WEST PANAMA CITY BEACH.
 BE1365'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1365'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1365'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.0 MILE AND STATION.  WHICH IS SET
 BE1365'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT THAT IS 1
 BE1365'INCH ABOVE THE GROUND.  IT IS 80.8 FEET EAST OF A POWER POLE, 80.0
 BE1365'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 2.2 FEET SOUTH-SOUTHWEST
 BE1365'OF A METAL WITNESS POST.  SECTION 31, T 2S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1333 ***********************************************************************
 BE1333  DESIGNATION -  46 75 A 01 FLDT
 BE1333  PID         -  BE1333
 BE1333  STATE/COUNTY-  FL/BAY
 BE1333  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1333
 BE1333                         *CURRENT SURVEY CONTROL
 BE1333  ___________________________________________________________________
 BE1333* NAD 83(1986)-  30 15 42.     (N)    085 58 32.     (W)     SCALED    
 BE1333* NAVD 88     -         3.159  (meters)      10.36   (feet)  ADJUSTED  
 BE1333  ___________________________________________________________________
 BE1333  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1333  DYNAMIC HT  -           3.155 (meters)      10.35  (feet)  COMP
 BE1333  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 BE1333
 BE1333  VERT ORDER  -  SECOND    CLASS II
 BE1333
 BE1333.The horizontal coordinates were scaled from a topographic map and have
 BE1333.an estimated accuracy of +/- 6 seconds.
 BE1333
 BE1333.The orthometric height was determined by differential leveling
 BE1333.and adjusted by the National Geodetic Survey in June 1991..
 BE1333
 BE1333.The geoid height was determined by GEOID03.
 BE1333
 BE1333.The dynamic height is computed by dividing the NAVD 88
 BE1333.geopotential number by the normal gravity value computed on the
 BE1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1333.degrees latitude (g = 980.6199 gals.).
 BE1333
 BE1333.The modeled gravity was interpolated from observed gravity values.
 BE1333
 BE1333;                    North         East    Units  Estimated Accuracy
 BE1333;SPC FL N     -   140,770.      458,020.      MT  (+/- 180 meters Scaled)
 BE1333
 BE1333                          SUPERSEDED SURVEY CONTROL
 BE1333
 BE1333.No superseded survey control is available for this station.
 BE1333
 BE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU985482(NAD 83)
 BE1333_MARKER: DD = SURVEY DISK
 BE1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1333_STAMPING: 46 75 A01
 BE1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1333+STABILITY: SURFACE MOTION
 BE1333
 BE1333  HISTORY     - Date     Condition        Report By
 BE1333  HISTORY     - UNK      MONUMENTED       FLDT
 BE1333  HISTORY     - 1977     GOOD             FLDT
 BE1333
 BE1333                          STATION DESCRIPTION
 BE1333
 BE1333'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1333'5.75 MI NW FROM PANAMA CITY BEACH.
 BE1333'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1333'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1333'U.S. ROUTE 98 FOR ABOUT 5.75 MILES AND STATION.  WHICH IS SET IN THE
 BE1333'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1333'GROUND.  IT IS 73.0 FEET WEST OF A 6 INCH PALM TREE, 62.0 FEET
 BE1333'SOUTH-SOUTHWEST OF A 12 INCH PALM TREE, 33.5 FEET SOUTH-SOUTHWEST OF
 BE1333'CENTER OF U.S. ROUTE 98 AND 3.0 FEET NORTHEAST OF A METAL WITNESS
 BE1333'POST.  SECTION 5, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1372 ***********************************************************************
 BE1372  DESIGNATION -  46 75 A 04 FLDT
 BE1372  PID         -  BE1372
 BE1372  STATE/COUNTY-  FL/BAY
 BE1372  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1372
 BE1372                         *CURRENT SURVEY CONTROL
 BE1372  ___________________________________________________________________
 BE1372* NAD 83(1990)-  30 15 03.67307(N)    085 57 00.36631(W)     ADJUSTED  
 BE1372* NAVD 88     -         7.189  (meters)      23.59   (feet)  ADJUSTED  
 BE1372  ___________________________________________________________________
 BE1372  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BE1372  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1372  DYNAMIC HT  -           7.180 (meters)      23.56  (feet)  COMP
 BE1372  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 BE1372
 BE1372  HORZ ORDER  -  SECOND
 BE1372  VERT ORDER  -  SECOND    CLASS II
 BE1372
 BE1372.The horizontal coordinates were established by classical geodetic methods
 BE1372.and adjusted by the National Geodetic Survey in May 1991..
 BE1372
 BE1372.The orthometric height was determined by differential leveling
 BE1372.and adjusted by the National Geodetic Survey in June 1991..
 BE1372
 BE1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1372
 BE1372.The geoid height was determined by GEOID03.
 BE1372
 BE1372.The dynamic height is computed by dividing the NAVD 88
 BE1372.geopotential number by the normal gravity value computed on the
 BE1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1372.degrees latitude (g = 980.6199 gals.).
 BE1372
 BE1372.The modeled gravity was interpolated from observed gravity values.
 BE1372
 BE1372;                    North         East     Units Scale Factor Converg.
 BE1372;SPC FL N     -   139,559.996   460,449.356   MT  0.99994950   -0 43 43.4
 BE1372;SPC FL N     -   457,873.09  1,510,657.60   sFT  0.99994950   -0 43 43.4
 BE1372;UTM  16      - 3,347,067.225   601,007.245   MT  0.99972587   +0 31 44.3
 BE1372
 BE1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1372!SPC FL N     -   1.00000321  x   0.99994950  =   0.99995271
 BE1372!UTM  16      -   1.00000321  x   0.99972587  =   0.99972908
 BE1372
 BE1372:                Primary Azimuth Mark                     Grid Az
 BE1372:SPC FL N     -  46 76 B04                                299 42 09.1
 BE1372:UTM  16      -  46 76 B04                                298 26 41.4
 BE1372
 BE1372|---------------------------------------------------------------------|
 BE1372| PID    Reference Object                     Distance      Geod. Az  |
 BE1372|                                                           dddmmss.s |
 BE1372| BE1490 46 76 B04                           APPROX. 0.8 KM 2985825.7 |
 BE1372|---------------------------------------------------------------------|
 BE1372
 BE1372                          SUPERSEDED SURVEY CONTROL
 BE1372
 BE1372  NAD 83(1986)-  30 15 03.68450(N)    085 57 00.37533(W) AD(       ) 2
 BE1372  NAD 27      -  30 15 02.95658(N)    085 57 00.60335(W) AD(       ) 2
 BE1372  NGVD 29 (07/19/86)    7.33   (m)           24.0    (f) LEVELING    3  
 BE1372
 BE1372.Superseded values are not recommended for survey control.
 BE1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1372.See file dsdata.txt to determine how the superseded data were derived.
 BE1372
 BE1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0100747067(NAD 83)
 BE1372_MARKER: DD = SURVEY DISK
 BE1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1372_STAMPING: 46 75 A04
 BE1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1372+STABILITY: SURFACE MOTION
 BE1372
 BE1372  HISTORY     - Date     Condition        Report By
 BE1372  HISTORY     - UNK      MONUMENTED       FLDT
 BE1372  HISTORY     - 1977     GOOD             FLDT
 BE1372
 BE1372                          STATION DESCRIPTION
 BE1372
 BE1372'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1372'4.1 MI NW FROM PANAMA CITY BEACH.
 BE1372'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1372'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1372'U.S. ROUTE 98 FOR ABOUT 4.1 MILES TO THE JUNCTION OF 5TH STREET AND
 BE1372'STATION.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BE1372'MONUMENT 3 INCHES BELOW GROUND.  IT IS 52.0 FEET WEST OF THE
 BE1372'APPROXIMATE CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 5TH STREET,
 BE1372'39.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 7.5 FEET NORTHEAST
 BE1372'OF A POWER LINE BRACE POLE WITH A METAL TRIANGULAR TAG ATTACHED.
 BE1372'SECTION 9, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0333 ***********************************************************************
 AS0333  DESIGNATION -  46 76 A01
 AS0333  PID         -  AS0333
 AS0333  STATE/COUNTY-  FL/GULF
 AS0333  USGS QUAD   -  BEACON HILL (1982)
 AS0333
 AS0333                         *CURRENT SURVEY CONTROL
 AS0333  ___________________________________________________________________
 AS0333* NAD 83(1990)-  29 54 45.26924(N)    085 22 32.73780(W)     ADJUSTED  
 AS0333* NAVD 88     -         3.500  (meters)      11.48   (feet)  ADJUSTED  
 AS0333  ___________________________________________________________________
 AS0333  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AS0333  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AS0333  DYNAMIC HT  -           3.495 (meters)      11.47  (feet)  COMP
 AS0333  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 AS0333
 AS0333  HORZ ORDER  -  SECOND
 AS0333  VERT ORDER  -  SECOND    CLASS II
 AS0333
 AS0333.The horizontal coordinates were established by classical geodetic methods
 AS0333.and adjusted by the National Geodetic Survey in May 1991..
 AS0333
 AS0333.The orthometric height was determined by differential leveling
 AS0333.and adjusted by the National Geodetic Survey in June 1991..
 AS0333
 AS0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0333
 AS0333.The geoid height was determined by GEOID03.
 AS0333
 AS0333.The dynamic height is computed by dividing the NAVD 88
 AS0333.geopotential number by the normal gravity value computed on the
 AS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0333.degrees latitude (g = 980.6199 gals.).
 AS0333
 AS0333.The modeled gravity was interpolated from observed gravity values.
 AS0333
 AS0333;                    North         East     Units Scale Factor Converg.
 AS0333;SPC FL N     -   101,481.199   515,431.522   MT  0.99995825   -0 26 24.3
 AS0333;SPC FL N     -   332,942.90  1,691,044.92   sFT  0.99995825   -0 26 24.3
 AS0333;UTM  16      - 3,310,206.513   656,801.905   MT  0.99990335   +0 48 36.5
 AS0333
 AS0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0333!SPC FL N     -   1.00000376  x   0.99995825  =   0.99996201
 AS0333!UTM  16      -   1.00000376  x   0.99990335  =   0.99990711
 AS0333
 AS0333|---------------------------------------------------------------------|
 AS0333| PID    Reference Object                     Distance      Geod. Az  |
 AS0333|                                                           dddmmss.s |
 AS0333| AS0322 46 76 A01 RM 1                       14.050 METERS 15832     |
 AS0333| AS0821 H 60 FL                             APPROX. 4.9 KM 1995507.1 |
 AS0333| CW1682 46 76 A01 RM 2                       10.315 METERS 26817     |
 AS0333| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 4.9 KM 3174759.2 |
 AS0333| AS0028 CONSORT                             375.903 METERS 32718     |
 AS0333|---------------------------------------------------------------------|
 AS0333
 AS0333                          SUPERSEDED SURVEY CONTROL
 AS0333
 AS0333  NAD 83(1986)-  29 54 45.28070(N)    085 22 32.75340(W) AD(       ) 2
 AS0333  NAD 27      -  29 54 44.53617(N)    085 22 33.04159(W) AD(       ) 2
 AS0333  NGVD 29 (07/19/86)    3.64   (m)           11.9    (f) LEVELING    3  
 AS0333
 AS0333.Superseded values are not recommended for survey control.
 AS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0333.See file dsdata.txt to determine how the superseded data were derived.
 AS0333
 AS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5680210207(NAD 83)
 AS0333_MARKER: DD = SURVEY DISK
 AS0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0333_STAMPING: 46 76 A01
 AS0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0333+STABILITY: SURFACE MOTION
 AS0333
 AS0333  HISTORY     - Date     Condition        Report By
 AS0333  HISTORY     - 1976     MONUMENTED       FLDT
 AS0333  HISTORY     - 1976     GOOD             FLDT
 AS0333  HISTORY     - 1980     GOOD             NOS
 AS0333
 AS0333                          STATION DESCRIPTION
 AS0333
 AS0333'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0333'STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF WHITE CITY
 AS0333'AND ABOUT 3-1/2 MILES SOUTHEAST OF MEXICO BEACH, ON THE
 AS0333'SOUTHWEST SIDE OF U.S. ROUTE 98.
 AS0333'
 AS0333'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0333'SOUTHEAST ON U.S. ROUTE 98 FOR 2.4 MILES TO BAY-GULF COUNTY
 AS0333'LINE AT THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 386,
 AS0333'CONTINUE SOUTHEAST ON U.S. ROUTE 98 FOR 1.15 MILES AND STATION
 AS0333'ON THE RIGHT.
 AS0333'
 AS0333'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0333'RESOURCES BRASS DISK, STAMPED 46 76 A01, SET IN THE TOP OF A
 AS0333'ROUND CONCRETE MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 4.0
 AS0333'FOOT NORTHEAST OF A METAL WITNESS POST, 34.0 FEET SOUTHWEST OF
 AS0333'CENTER OF U.S. ROUTE 98, 88.0 FEET SOUTH AND ACROSS ROAD FROM A
 AS0333'POWER LINE POLE NUMBER 57-Y-591P AND 234.0 FEET SOUTHEAST OF
 AS0333'CENTER OF A CROSS DRAIN HEADWALL.
 AS0333'
 AS0333'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0333'TRANSPORTATION BRASS DISK, STAMPED 46 76 A01 RM NO1, SET IN
 AS0333'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 AS0333'THE GROUND.  IT IS 0.6 FOOT NORTHEAST OF A METAL WITNESS POST
 AS0333'AND 48.8 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98.
 AS0333'
 AS0333'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0333'NATURAL RESOURCES BRASS DISK, STAMPED R 6 GULF 1973, SET IN THE
 AS0333'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 6 INCHES ABOVE THE
 AS0333'GROUND.  IT IS 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 AS0333'60.7 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 99.7 FEET
 AS0333'SOUTHWEST AND ACROSS ROAD FROM POWER LINE POLE NUMBER 57-Y-591P
 AS0333'AND 214.0 FEET SOUTHEAST OF CENTER OF A CROSS DRAIN HEADWALL.
 AS0333
 AS0333                          STATION RECOVERY (1976)
 AS0333
 AS0333'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0333'3.55 MI SE FROM MEXICO BEACH.
 AS0333'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0333'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE
 AS0333'SOUTHEAST ON U.S ROUTE 98 FOR ABOUT 1.15 MILES AND STATION, ABOUT 235
 AS0333'FEET SOUTHEAST OF A CROSS DRAIN.  WHICH IS SET IN THE TOP OF A ROUND
 AS0333'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 88.0 FEET SOUTH AND
 AS0333'ACROSS U.S. ROUTE 98 FROM A POWER POLE, 34.0 FEET SOUTHWEST OF CENTER
 AS0333'OF U.S. ROUTE 98 AND 4.0 FEET NORTHEAST OF A METAL WITNESS POST.
 AS0333'SECTION 31, T6S, R11W.
 AS0333
 AS0333                          STATION RECOVERY (1980)
 AS0333
 AS0333'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AS0333'THE STATION WAS RECOVERED AS DESCRIBED BY FDNR 1976 DESCRIPTION.
 AS0333'
 AS0333'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.061 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0322 ***********************************************************************
 AS0322  DESIGNATION -  46 76 A01 RM 1
 AS0322  PID         -  AS0322
 AS0322  STATE/COUNTY-  FL/GULF
 AS0322  USGS QUAD   -  BEACON HILL (1982)
 AS0322
 AS0322                         *CURRENT SURVEY CONTROL
 AS0322  ___________________________________________________________________
 AS0322* NAD 83(1986)-  29 54 45.     (N)    085 22 33.     (W)     SCALED    
 AS0322* NAVD 88     -         3.017  (meters)       9.90   (feet)  ADJUSTED  
 AS0322  ___________________________________________________________________
 AS0322  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AS0322  DYNAMIC HT  -           3.013 (meters)       9.89  (feet)  COMP
 AS0322  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 AS0322
 AS0322  VERT ORDER  -  SECOND    CLASS II
 AS0322
 AS0322.The horizontal coordinates were scaled from a topographic map and have
 AS0322.an estimated accuracy of +/- 6 seconds.
 AS0322
 AS0322.The orthometric height was determined by differential leveling
 AS0322.and adjusted by the National Geodetic Survey in June 1991..
 AS0322
 AS0322.The geoid height was determined by GEOID03.
 AS0322
 AS0322.The dynamic height is computed by dividing the NAVD 88
 AS0322.geopotential number by the normal gravity value computed on the
 AS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0322.degrees latitude (g = 980.6199 gals.).
 AS0322
 AS0322.The modeled gravity was interpolated from observed gravity values.
 AS0322
 AS0322;                    North         East    Units  Estimated Accuracy
 AS0322;SPC FL N     -   101,470.      515,420.      MT  (+/- 180 meters Scaled)
 AS0322
 AS0322                          SUPERSEDED SURVEY CONTROL
 AS0322
 AS0322.No superseded survey control is available for this station.
 AS0322
 AS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU567101(NAD 83)
 AS0322_MARKER: DD = SURVEY DISK
 AS0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0322_STAMPING: 46 76 A01 RM NO 1
 AS0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0322+STABILITY: SURFACE MOTION
 AS0322
 AS0322  HISTORY     - Date     Condition        Report By
 AS0322  HISTORY     - 1976     MONUMENTED       FLDT
 AS0322  HISTORY     - 1976     GOOD             FLDT
 AS0322
 AS0322                          STATION DESCRIPTION
 AS0322
 AS0322'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0322'3.55 MI SE FROM MEXICO BEACH.
 AS0322'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0322'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE
 AS0322'SOUTHEAST ON U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND REFERENCE MARK,
 AS0322'ABOUT 235 FEET SOUTHEAST OF A CROSS DRAIN.  WHICH IS SET IN THE TOP OF
 AS0322'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 AS0322'IS 48.8 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 0.6 FOOT
 AS0322'NORTHEAST OF A METAL WITNESS POST.  SECTION 31, T6S, R11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0341 ***********************************************************************
 AS0341  DESIGNATION -  46 76 A02
 AS0341  PID         -  AS0341
 AS0341  STATE/COUNTY-  FL/GULF
 AS0341  USGS QUAD   -  BEACON HILL (1982)
 AS0341
 AS0341                         *CURRENT SURVEY CONTROL
 AS0341  ___________________________________________________________________
 AS0341* NAD 83(1990)-  29 55 07.94292(N)    085 22 54.27261(W)     ADJUSTED  
 AS0341* NAVD 88     -         3.958  (meters)      12.99   (feet)  ADJUSTED  
 AS0341  ___________________________________________________________________
 AS0341  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AS0341  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0341  DYNAMIC HT  -           3.953 (meters)      12.97  (feet)  COMP
 AS0341  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AS0341
 AS0341  HORZ ORDER  -  SECOND
 AS0341  VERT ORDER  -  SECOND    CLASS II
 AS0341
 AS0341.The horizontal coordinates were established by classical geodetic methods
 AS0341.and adjusted by the National Geodetic Survey in May 1991..
 AS0341
 AS0341.The orthometric height was determined by differential leveling
 AS0341.and adjusted by the National Geodetic Survey in June 1991..
 AS0341
 AS0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0341
 AS0341.The geoid height was determined by GEOID03.
 AS0341
 AS0341.The dynamic height is computed by dividing the NAVD 88
 AS0341.geopotential number by the normal gravity value computed on the
 AS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0341.degrees latitude (g = 980.6199 gals.).
 AS0341
 AS0341.The modeled gravity was interpolated from observed gravity values.
 AS0341
 AS0341;                    North         East     Units Scale Factor Converg.
 AS0341;SPC FL N     -   102,183.768   514,859.287   MT  0.99995777   -0 26 35.2
 AS0341;SPC FL N     -   335,247.91  1,689,167.51   sFT  0.99995777   -0 26 35.2
 AS0341;UTM  16      - 3,310,896.389   656,214.508   MT  0.99990109   +0 48 26.3
 AS0341
 AS0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0341!SPC FL N     -   1.00000369  x   0.99995777  =   0.99996146
 AS0341!UTM  16      -   1.00000369  x   0.99990109  =   0.99990478
 AS0341
 AS0341|---------------------------------------------------------------------|
 AS0341| PID    Reference Object                     Distance      Geod. Az  |
 AS0341|                                                           dddmmss.s |
 AS0341| AS0837 ST JOSEPH POINT LIGHTED RNG         139.056 METERS 12015     |
 AS0341| AS0323 46 76 A02 RM 1                       13.595 METERS 12531     |
 AS0341| AS0333 46 76 A01                           APPROX. 0.9 KM 1402340.0 |
 AS0341| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 4.0 KM 3171246.1 |
 AS0341| AS0334 46 76 A02 RM 2                       13.947 METERS 34003     |
 AS0341|---------------------------------------------------------------------|
 AS0341
 AS0341                          SUPERSEDED SURVEY CONTROL
 AS0341
 AS0341  NAD 83(1986)-  29 55 07.95441(N)    085 22 54.28812(W) AD(       ) 2
 AS0341  NAD 27      -  29 55 07.21024(N)    085 22 54.57563(W) AD(       ) 2
 AS0341  NGVD 29 (07/19/86)    4.10   (m)           13.5    (f) LEVELING    3  
 AS0341
 AS0341.Superseded values are not recommended for survey control.
 AS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0341.See file dsdata.txt to determine how the superseded data were derived.
 AS0341
 AS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5621510896(NAD 83)
 AS0341_MARKER: DD = SURVEY DISK
 AS0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0341_STAMPING: 46 76 A02
 AS0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0341+STABILITY: SURFACE MOTION
 AS0341
 AS0341  HISTORY     - Date     Condition        Report By
 AS0341  HISTORY     - 1976     MONUMENTED       FLDT
 AS0341  HISTORY     - 1976     GOOD             FLDT
 AS0341
 AS0341                          STATION DESCRIPTION
 AS0341
 AS0341'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0341'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF MEXICO BEACH AND
 AS0341'ABOUT 10 MILES NORTHWEST OF WHITE CITY, ON THE NORTHEAST SIDE
 AS0341'OF U.S. ROUTE 98 AND ABOUT 0.1 MILE NORTHWEST OF ST. JOSEPH POINT
 AS0341'LIGHTED RANGE.
 AS0341'
 AS0341'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0341'SOUTHEAST ON U.S. ROUTE 98 FOR 2.4 MILES TO THE BAY-GULF
 AS0341'COUNTY LINE AT THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE
 AS0341'386, CONTINUE SOUTHEAST ON U.S. ROUTE 98 FOR 0.55 MILE AND
 AS0341'STATION ON THE LEFT.
 AS0341'
 AS0341'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0341'RESOURCES BRASS DISK, STAMPED 46 76 A02, SET IN THE TOP OF A
 AS0341'ROUND CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 3.1
 AS0341'FEET SOUTHWEST OF A METAL WITNESS POST, 11.3 FEET SOUTHEAST OF
 AS0341'A POWERLINE POLE NUMBER 57Y2369R, 25.3 FEET NORTHEAST OF CENTER
 AS0341'OF U.S. ROUTE 98, 89.2 FEET NORTHWEST OF CENTER OF PAVED DRIVE
 AS0341'AND 137.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF CHAIN LINK
 AS0341'FENCE.
 AS0341'
 AS0341'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0341'TRANSPORTATION BRASS DISK, STAMPED 46 76 A02 RM NO1, SET IN THE
 AS0341'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 AS0341'GROUND.  IT IS 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 36.0
 AS0341'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 47.0 FEET NORTHWEST
 AS0341'OF CENTER OF A PAVED DRIVE AND 55.1 FEET EAST-SOUTHEAST OF
 AS0341'POWERLINE POLE NUMBER 57Y2369R.
 AS0341'
 AS0341'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0341'TRANSPORTATION BRASS DISK, STAMPED 46 76 A02 RM NO2, SET IN
 AS0341'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 AS0341'THE GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST,
 AS0341'34.0 FEET NORTHWEST OF A POWERLINE POLE NUMBER 57Y2369R, 41.8
 AS0341'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 94.0 FEET
 AS0341'SOUTHEAST OF SOUTHEAST CORNER OF CHAIN LINK FENCE.
 AS0341
 AS0341                          STATION RECOVERY (1976)
 AS0341
 AS0341'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0341'2.95 MI SE FROM MEXICO BEACH.
 AS0341'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0341'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE
 AS0341'SOUTHEAST ON U.S. ROUTE 98 FOR ABOUT 0.55 MILE AND STATION.  WHICH IS
 AS0341'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW GROUND. IT
 AS0341'IS 137.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE,
 AS0341'89.2 FEET NORTHWEST OF CENTER OF A PAVED DRIVE LEADING NORTHEAST, 25.3
 AS0341'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 11.3 FEET SOUTHEAST OF
 AS0341'POWER POLE NO. 57Y2369R AND 3.1 FEET SOUTHWEST OF A METAL WITNESS
 AS0341'POST.  SECTION 31, T6S, R11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0323 ***********************************************************************
 AS0323  DESIGNATION -  46 76 A02 RM 1
 AS0323  PID         -  AS0323
 AS0323  STATE/COUNTY-  FL/GULF
 AS0323  USGS QUAD   -  BEACON HILL (1982)
 AS0323
 AS0323                         *CURRENT SURVEY CONTROL
 AS0323  ___________________________________________________________________
 AS0323* NAD 83(1986)-  29 55 08.     (N)    085 22 54.     (W)     SCALED    
 AS0323* NAVD 88     -         3.757  (meters)      12.33   (feet)  ADJUSTED  
 AS0323  ___________________________________________________________________
 AS0323  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0323  DYNAMIC HT  -           3.752 (meters)      12.31  (feet)  COMP
 AS0323  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AS0323
 AS0323  VERT ORDER  -  SECOND    CLASS II
 AS0323
 AS0323.The horizontal coordinates were scaled from a topographic map and have
 AS0323.an estimated accuracy of +/- 6 seconds.
 AS0323
 AS0323.The orthometric height was determined by differential leveling
 AS0323.and adjusted by the National Geodetic Survey in June 1991..
 AS0323
 AS0323.The geoid height was determined by GEOID03.
 AS0323
 AS0323.The dynamic height is computed by dividing the NAVD 88
 AS0323.geopotential number by the normal gravity value computed on the
 AS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0323.degrees latitude (g = 980.6199 gals.).
 AS0323
 AS0323.The modeled gravity was interpolated from observed gravity values.
 AS0323
 AS0323;                    North         East    Units  Estimated Accuracy
 AS0323;SPC FL N     -   102,190.      514,870.      MT  (+/- 180 meters Scaled)
 AS0323
 AS0323                          SUPERSEDED SURVEY CONTROL
 AS0323
 AS0323.No superseded survey control is available for this station.
 AS0323
 AS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU562108(NAD 83)
 AS0323_MARKER: DD = SURVEY DISK
 AS0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0323_STAMPING: 46 76 A02 RM NO 1
 AS0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0323+STABILITY: SURFACE MOTION
 AS0323
 AS0323  HISTORY     - Date     Condition        Report By
 AS0323  HISTORY     - 1976     MONUMENTED       FLDT
 AS0323  HISTORY     - 1976     GOOD             FLDT
 AS0323
 AS0323                          STATION DESCRIPTION
 AS0323
 AS0323'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0323'2.95 MI SE FROM MEXICO BEACH.
 AS0323'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO SOUTHEAST ON U.S. ROUTE
 AS0323'98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE SOUTHEAST
 AS0323'ON U.S. ROUTE 98 FOR ABOUT 0.55 MILE AND REFERENCE MARK. WHICH IS SET
 AS0323'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 AS0323'BELOW GROUND.  IT IS 47.0 FEET NORTHWEST OF CENTER OF A PAVED DRIVE
 AS0323'LEADING NORTHEAST, 55.1 FEET EAST-SOUTHEAST OF POWER POLE NO.
 AS0323'57Y2369R, 36.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.6 FEET
 AS0323'SOUTHWEST OF A METAL WITNESS POST.  SECTION 31, T6S, R11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0334 ***********************************************************************
 AS0334  DESIGNATION -  46 76 A02 RM 2
 AS0334  PID         -  AS0334
 AS0334  STATE/COUNTY-  FL/GULF
 AS0334  USGS QUAD   -  BEACON HILL (1982)
 AS0334
 AS0334                         *CURRENT SURVEY CONTROL
 AS0334  ___________________________________________________________________
 AS0334* NAD 83(1986)-  29 55 08.     (N)    085 22 54.     (W)     SCALED    
 AS0334* NAVD 88     -         3.321  (meters)      10.90   (feet)  ADJUSTED  
 AS0334  ___________________________________________________________________
 AS0334  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0334  DYNAMIC HT  -           3.317 (meters)      10.88  (feet)  COMP
 AS0334  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AS0334
 AS0334  VERT ORDER  -  SECOND    CLASS II
 AS0334
 AS0334.The horizontal coordinates were scaled from a topographic map and have
 AS0334.an estimated accuracy of +/- 6 seconds.
 AS0334
 AS0334.The orthometric height was determined by differential leveling
 AS0334.and adjusted by the National Geodetic Survey in June 1991..
 AS0334
 AS0334.The geoid height was determined by GEOID03.
 AS0334
 AS0334.The dynamic height is computed by dividing the NAVD 88
 AS0334.geopotential number by the normal gravity value computed on the
 AS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0334.degrees latitude (g = 980.6199 gals.).
 AS0334
 AS0334.The modeled gravity was interpolated from observed gravity values.
 AS0334
 AS0334;                    North         East    Units  Estimated Accuracy
 AS0334;SPC FL N     -   102,190.      514,870.      MT  (+/- 180 meters Scaled)
 AS0334
 AS0334                          SUPERSEDED SURVEY CONTROL
 AS0334
 AS0334.No superseded survey control is available for this station.
 AS0334
 AS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU562108(NAD 83)
 AS0334_MARKER: DD = SURVEY DISK
 AS0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0334_STAMPING: 46 76 A02 RM NO 2
 AS0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0334+STABILITY: SURFACE MOTION
 AS0334
 AS0334  HISTORY     - Date     Condition        Report By
 AS0334  HISTORY     - 1976     MONUMENTED       FLDT
 AS0334  HISTORY     - 1976     GOOD             FLDT
 AS0334
 AS0334                          STATION DESCRIPTION
 AS0334
 AS0334'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0334'2.95 MI SE FROM MEXICO BEACH.
 AS0334'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO SOUTHEAST ON U.S. ROUTE
 AS0334'98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE SOUTHEAST
 AS0334'ON U.S. ROUTE 98 FOR ABOUT 0.55 MILE AND REFERENCE MARK. WHICH IS SET
 AS0334'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 AS0334'BELOW GROUND.  IT IS 94.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AS0334'CHAIN LINK FENCE, 41.8 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 34.0
 AS0334'FEET NORTHWEST OF POWER POLE NO. 57Y2369R AND 1.3 FEET SOUTHWEST OF A
 AS0334'METAL WITNESS POST.  SECTION 31, T6S, R11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0342 ***********************************************************************
 AS0342  DESIGNATION -  46 76 A03
 AS0342  PID         -  AS0342
 AS0342  STATE/COUNTY-  FL/BAY
 AS0342  USGS QUAD   -  BEACON HILL (1982)
 AS0342
 AS0342                         *CURRENT SURVEY CONTROL
 AS0342  ___________________________________________________________________
 AS0342* NAD 83(1999)-  29 55 30.10310(N)    085 23 18.69535(W)     ADJUSTED  
 AS0342* NAVD 88     -         3.624  (meters)      11.89   (feet)  ADJUSTED  
 AS0342  ___________________________________________________________________
 AS0342  X           -     444,795.747 (meters)                     COMP
 AS0342  Y           -  -5,514,477.225 (meters)                     COMP
 AS0342  Z           -   3,163,161.869 (meters)                     COMP
 AS0342  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AS0342  ELLIP HEIGHT-         -23.78  (meters)          (06/19/01) GPS OBS
 AS0342  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0342  DYNAMIC HT  -           3.619 (meters)      11.87  (feet)  COMP
 AS0342  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0342
 AS0342  HORZ ORDER  -  FIRST
 AS0342  VERT ORDER  -  SECOND    CLASS II
 AS0342  ELLP ORDER  -  FOURTH    CLASS I
 AS0342
 AS0342.The horizontal coordinates were established by GPS observations
 AS0342.and adjusted by the National Geodetic Survey in June 2001..
 AS0342
 AS0342.The orthometric height was determined by differential leveling
 AS0342.and adjusted by the National Geodetic Survey in June 1991..
 AS0342
 AS0342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS0342
 AS0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0342
 AS0342.The ellipsoidal height was determined by GPS observations
 AS0342.and is referenced to NAD 83.
 AS0342
 AS0342.The geoid height was determined by GEOID03.
 AS0342
 AS0342.The dynamic height is computed by dividing the NAVD 88
 AS0342.geopotential number by the normal gravity value computed on the
 AS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0342.degrees latitude (g = 980.6199 gals.).
 AS0342
 AS0342.The modeled gravity was interpolated from observed gravity values.
 AS0342
 AS0342;                    North         East     Units Scale Factor Converg.
 AS0342;SPC FL N     -   102,871.160   514,209.548   MT  0.99995732   -0 26 47.4
 AS0342;SPC FL N     -   337,503.13  1,687,035.83   sFT  0.99995732   -0 26 47.4
 AS0342;UTM  16      - 3,311,569.399   655,549.961   MT  0.99989853   +0 48 14.7
 AS0342
 AS0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0342!SPC FL N     -   1.00000373  x   0.99995732  =   0.99996105
 AS0342!UTM  16      -   1.00000373  x   0.99989853  =   0.99990226
 AS0342
 AS0342:                Primary Azimuth Mark                     Grid Az
 AS0342:SPC FL N     -  46 76 A02                                136 37 05.1
 AS0342:UTM  16      -  46 76 A02                                135 22 03.0
 AS0342
 AS0342|---------------------------------------------------------------------|
 AS0342| PID    Reference Object                     Distance      Geod. Az  |
 AS0342|                                                           dddmmss.s |
 AS0342| AS0341 46 76 A02                           APPROX. 0.9 KM 1361017.7 |
 AS0342| AS0324 46 76 A03 RM 1                       19.081 METERS 13811     |
 AS0342| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 3.1 KM 3173140.7 |
 AS0342| AS0335 46 76 A03 RM 2                       13.729 METERS 32553     |
 AS0342|---------------------------------------------------------------------|
 AS0342
 AS0342                          SUPERSEDED SURVEY CONTROL
 AS0342
 AS0342  NAD 83(1990)-  29 55 30.10284(N)    085 23 18.69432(W) AD(       ) 1
 AS0342  ELLIP H (03/29/96)  -23.62   (m)                       GP(       ) 4 1
 AS0342  NAD 83(1990)-  29 55 30.10733(N)    085 23 18.69577(W) AD(       ) 2
 AS0342  NAD 83(1986)-  29 55 30.11884(N)    085 23 18.71120(W) AD(       ) 2
 AS0342  NAD 27      -  29 55 29.37497(N)    085 23 18.99801(W) AD(       ) 2
 AS0342  NGVD 29 (07/19/86)    3.77   (m)           12.4    (f) LEVELING    3  
 AS0342
 AS0342.Superseded values are not recommended for survey control.
 AS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0342.See file dsdata.txt to determine how the superseded data were derived.
 AS0342
 AS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5555011569(NAD 83)
 AS0342_MARKER: DD = SURVEY DISK
 AS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0342_STAMPING: 46 76 A03
 AS0342_MARK LOGO: FLDNR 
 AS0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0342+STABILITY: SURFACE MOTION
 AS0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0342+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1995
 AS0342
 AS0342  HISTORY     - Date     Condition        Report By
 AS0342  HISTORY     - 1976     MONUMENTED       FLDT
 AS0342  HISTORY     - 1976     GOOD             FLDT
 AS0342  HISTORY     - 1988     GOOD             USPSQD
 AS0342  HISTORY     - 19950810 GOOD             BDE
 AS0342
 AS0342                          STATION DESCRIPTION
 AS0342
 AS0342'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0342'STATION IS LOCATED ABOUT 10-1/2 MILES NORTHWEST OF WHITE CITY
 AS0342'AND ABOUT 2-1/4 MILES SOUTHEAST OF MEXICO BEACH IN BEACON HILL
 AS0342'DELIMITED AREA LIMITS ON THE SOUTHWEST SIDE OF U.S. ROUTE 98.
 AS0342'
 AS0342'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0342'SOUTHEAST ON U.S. ROUTE 98 FOR 2.4 MILES TO THE BAY-GULF COUNTY
 AS0342'LINE AT THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 386
 AS0342'AND STATION.
 AS0342'
 AS0342'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0342'RESOURCES BRASS DISK, STAMPED 46 76 A03, SET IN THE TOP OF A
 AS0342'ROUND CONCRETE MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 3.7
 AS0342'FEET NORTHEAST OF A METAL WITNESS POST, 23.0 FEET NORTHWEST OF
 AS0342'COUNTY LINE MARKER POST, 33.0 FEET SOUTHWEST OF CENTER OF
 AS0342'U.S. ROUTE 98 AND 92.0 FEET SOUTHEAST OF CENTER OF CONCRETE
 AS0342'CULVERT HEADWALL.
 AS0342'
 AS0342'REFERENCE MARK NUMBER 1 IS A STANDARD, FLORIDA DEPARTMENT OF
 AS0342'TRANSPORTATION BRASS DISK, STAMPED 46 76 B03 RM NO1, SET IN
 AS0342'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW
 AS0342'THE GROUND.  IT IS 0.7 FOOT NORTHEAST OF A METAL WITNESS POST,
 AS0342'1.4 FEET NORTHEAST OF NORTHEAST END OF AN OLD CONCRETE BUILDING
 AS0342'FOUNDATION, 35.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND
 AS0342'42.5 FEET SOUTHEAST OF COUNTY LINE MARKER POST.
 AS0342'
 AS0342'REFERENCE MARK NUMBER 2 IS A STANDARD, FLORIDA DEPARTMENT OF
 AS0342'TRANSPORTATION BRASS DISK, STAMPED 46 76 A03 RM NO2, SET IN
 AS0342'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW
 AS0342'THE GROUND.  IT IS 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 AS0342'25.3 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 47.0 FEET
 AS0342'SOUTHEAST OF CENTER OF CONCRETE CULVERT HEADWALL, 64.0 FEET
 AS0342'SOUTH OF CENTER OF JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE
 AS0342'386 AND 68.0 FEET NORTHWEST OF COUNTY LINE MARKER POST.
 AS0342
 AS0342                          STATION RECOVERY (1976)
 AS0342
 AS0342'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0342'2.4 MI SE FROM MEXICO BEACH.
 AS0342'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0342'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE AND STATION.
 AS0342'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 5 INCHES BELOW
 AS0342'GROUND.  IT IS 92.0 FEET SOUTHEAST OF CENTER OF A CONCRETE HEADWALL,
 AS0342'33.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 23.0 FEET NORTHWEST OF
 AS0342'THE COUNTY LINE MARKER POST AND 3.7 FEET NORTHEAST OF A METAL WITNESS
 AS0342'POST.  SECTION 31, T6S, R11W.
 AS0342
 AS0342                          STATION RECOVERY (1988)
 AS0342
 AS0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAB)
 AS0342'RECOVERED IN GOOD CONDITION.
 AS0342
 AS0342                          STATION RECOVERY (1995)
 AS0342
 AS0342'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 AS0342'RECOVERED AS DESCRIBED.
 AS0342' 
 AS0342'NOTE.. THE STATION IS LOCATED IN GULF COUNTY NOT BAY COUNTY.
 AS0342'APPROXIMATELY 25 FT (7.6 M) SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE
 AS0342'BAY/GULF COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0324 ***********************************************************************
 AS0324  DESIGNATION -  46 76 A03 RM 1
 AS0324  PID         -  AS0324
 AS0324  STATE/COUNTY-  FL/BAY
 AS0324  USGS QUAD   -  BEACON HILL (1982)
 AS0324
 AS0324                         *CURRENT SURVEY CONTROL
 AS0324  ___________________________________________________________________
 AS0324* NAD 83(1986)-  29 55 30.     (N)    085 23 18.     (W)     SCALED    
 AS0324* NAVD 88     -         3.738  (meters)      12.26   (feet)  ADJUSTED  
 AS0324  ___________________________________________________________________
 AS0324  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0324  DYNAMIC HT  -           3.733 (meters)      12.25  (feet)  COMP
 AS0324  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0324
 AS0324  VERT ORDER  -  SECOND    CLASS II
 AS0324
 AS0324.The horizontal coordinates were scaled from a topographic map and have
 AS0324.an estimated accuracy of +/- 6 seconds.
 AS0324
 AS0324.The orthometric height was determined by differential leveling
 AS0324.and adjusted by the National Geodetic Survey in June 1991..
 AS0324
 AS0324.The geoid height was determined by GEOID03.
 AS0324
 AS0324.The dynamic height is computed by dividing the NAVD 88
 AS0324.geopotential number by the normal gravity value computed on the
 AS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0324.degrees latitude (g = 980.6199 gals.).
 AS0324
 AS0324.The modeled gravity was interpolated from observed gravity values.
 AS0324
 AS0324;                    North         East    Units  Estimated Accuracy
 AS0324;SPC FL N     -   102,870.      514,230.      MT  (+/- 180 meters Scaled)
 AS0324
 AS0324                          SUPERSEDED SURVEY CONTROL
 AS0324
 AS0324.No superseded survey control is available for this station.
 AS0324
 AS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU555115(NAD 83)
 AS0324_MARKER: DD = SURVEY DISK
 AS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0324_STAMPING: 46 76 A03 RM NO 1
 AS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0324+STABILITY: SURFACE MOTION
 AS0324
 AS0324  HISTORY     - Date     Condition        Report By
 AS0324  HISTORY     - 1976     MONUMENTED       FLDT
 AS0324  HISTORY     - 1976     GOOD             FLDT
 AS0324  HISTORY     - 1988     GOOD             USPSQD
 AS0324
 AS0324                          STATION DESCRIPTION
 AS0324
 AS0324'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0324'2.4 MI SE FROM MEXICO BEACH.
 AS0324'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0324'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE AND REFERENCE
 AS0324'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0324'MONUMENT 3 INCHES BELOW GROUND.  IT IS 42.5 FEET SOUTHEAST OF THE
 AS0324'COUNTY LINE MARKER POST, 35.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 AS0324'98, 1.4 FEET NORTHEAST OF THE NORTHEAST END OF AN OLD CONCRETE
 AS0324'SIDEWALK AND 0.7 FOOT NORTHEAST OF A METAL WITNESS POST.  SECTION
 AS0324'31,T6S, R11W.
 AS0324
 AS0324                          STATION RECOVERY (1988)
 AS0324
 AS0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAB)
 AS0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0335 ***********************************************************************
 AS0335  DESIGNATION -  46 76 A03 RM 2
 AS0335  PID         -  AS0335
 AS0335  STATE/COUNTY-  FL/BAY
 AS0335  USGS QUAD   -  BEACON HILL (1982)
 AS0335
 AS0335                         *CURRENT SURVEY CONTROL
 AS0335  ___________________________________________________________________
 AS0335* NAD 83(1986)-  29 55 30.     (N)    085 23 18.     (W)     SCALED    
 AS0335* NAVD 88     -         3.686  (meters)      12.09   (feet)  ADJUSTED  
 AS0335  ___________________________________________________________________
 AS0335  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0335  DYNAMIC HT  -           3.681 (meters)      12.08  (feet)  COMP
 AS0335  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0335
 AS0335  VERT ORDER  -  SECOND    CLASS II
 AS0335
 AS0335.The horizontal coordinates were scaled from a topographic map and have
 AS0335.an estimated accuracy of +/- 6 seconds.
 AS0335
 AS0335.The orthometric height was determined by differential leveling
 AS0335.and adjusted by the National Geodetic Survey in June 1991..
 AS0335
 AS0335.The geoid height was determined by GEOID03.
 AS0335
 AS0335.The dynamic height is computed by dividing the NAVD 88
 AS0335.geopotential number by the normal gravity value computed on the
 AS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0335.degrees latitude (g = 980.6199 gals.).
 AS0335
 AS0335.The modeled gravity was interpolated from observed gravity values.
 AS0335
 AS0335;                    North         East    Units  Estimated Accuracy
 AS0335;SPC FL N     -   102,870.      514,230.      MT  (+/- 180 meters Scaled)
 AS0335
 AS0335                          SUPERSEDED SURVEY CONTROL
 AS0335
 AS0335.No superseded survey control is available for this station.
 AS0335
 AS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU555115(NAD 83)
 AS0335_MARKER: DD = SURVEY DISK
 AS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0335_STAMPING: 46 76 A03 RM NO 2
 AS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0335+STABILITY: SURFACE MOTION
 AS0335
 AS0335  HISTORY     - Date     Condition        Report By
 AS0335  HISTORY     - 1976     MONUMENTED       FLDT
 AS0335  HISTORY     - 1976     GOOD             FLDT
 AS0335  HISTORY     - 1988     GOOD             USPSQD
 AS0335
 AS0335                          STATION DESCRIPTION
 AS0335
 AS0335'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0335'2.4 MI SE FROM MEXICO BEACH.
 AS0335'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0335'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE AND REFERENCE
 AS0335'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0335'MONUMENT 4 INCHES BELOW GROUND.  IT IS 68.0 FEET NORTHWEST OF THE
 AS0335'COUNTY LINE MARKER POST, 64.0 FEET SOUTH OF CENTER OF THE JUNCTION OF
 AS0335'U.S. ROUTE 98 AND STATE ROUTE 386, 47.0 FEET SOUTHEAST OF CENTER OF A
 AS0335'CONCRETE HEADWALL, 25.3 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND
 AS0335'1.0 FOOT NORTHEAST OF A METAL WITNESS POST.  SECTION 31, T6S, R11W.
 AS0335
 AS0335                          STATION RECOVERY (1988)
 AS0335
 AS0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAB)
 AS0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0343 ***********************************************************************
 AS0343  DESIGNATION -  46 76 A04
 AS0343  PID         -  AS0343
 AS0343  STATE/COUNTY-  FL/BAY
 AS0343  USGS QUAD   -  BEACON HILL (1982)
 AS0343
 AS0343                         *CURRENT SURVEY CONTROL
 AS0343  ___________________________________________________________________
 AS0343* NAD 83(1990)-  29 55 56.12176(N)    085 23 48.29525(W)     ADJUSTED  
 AS0343* NAVD 88     -         5.971  (meters)      19.59   (feet)  ADJUSTED  
 AS0343  ___________________________________________________________________
 AS0343  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AS0343  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AS0343  DYNAMIC HT  -           5.963 (meters)      19.56  (feet)  COMP
 AS0343  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 AS0343
 AS0343  HORZ ORDER  -  SECOND
 AS0343  VERT ORDER  -  SECOND    CLASS II
 AS0343
 AS0343.The horizontal coordinates were established by classical geodetic methods
 AS0343.and adjusted by the National Geodetic Survey in May 1991..
 AS0343
 AS0343.The orthometric height was determined by differential leveling
 AS0343.and adjusted by the National Geodetic Survey in June 1991..
 AS0343
 AS0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0343
 AS0343.The geoid height was determined by GEOID03.
 AS0343
 AS0343.The dynamic height is computed by dividing the NAVD 88
 AS0343.geopotential number by the normal gravity value computed on the
 AS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0343.degrees latitude (g = 980.6199 gals.).
 AS0343
 AS0343.The modeled gravity was interpolated from observed gravity values.
 AS0343
 AS0343;                    North         East     Units Scale Factor Converg.
 AS0343;SPC FL N     -   103,678.483   513,421.982   MT  0.99995679   -0 27 02.3
 AS0343;SPC FL N     -   340,151.82  1,684,451.95   sFT  0.99995679   -0 27 02.3
 AS0343;UTM  16      - 3,312,359.292   654,745.010   MT  0.99989545   +0 48 00.5
 AS0343
 AS0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0343!SPC FL N     -   1.00000337  x   0.99995679  =   0.99996016
 AS0343!UTM  16      -   1.00000337  x   0.99989545  =   0.99989882
 AS0343
 AS0343:                Primary Azimuth Mark                     Grid Az
 AS0343:SPC FL N     -  46 76 A01                                137 33 19.3
 AS0343:UTM  16      -  46 76 A01                                136 18 16.5
 AS0343
 AS0343|---------------------------------------------------------------------|
 AS0343| PID    Reference Object                     Distance      Geod. Az  |
 AS0343|                                                           dddmmss.s |
 AS0343| AS0333 46 76 A01                           APPROX. 3.0 KM 1370617.0 |
 AS0343| AS0325 46 76 A04 RM 1                       13.370 METERS 14455     |
 AS0343| AS0785 ST JOSEPH POINT R RNG B             APPROX. 4.7 KM 1482844.2 |
 AS0343| AS0784 ST JOSEPH POINT R RNG C             APPROX. 7.1 KM 1520355.1 |
 AS0343| AS0841 ST JOSEPH POINT R RNG D             APPROX. 3.1 KM 1580539.2 |
 AS0343| AS0838 ST JOSEPH POINT F RNG C             APPROX. 6.0 KM 1592621.0 |
 AS0343| AS0840 ST JOSEPH POINT F RNG B AND D       APPROX. 4.2 KM 1634031.4 |
 AS0343| AS0336 46 76 A04 RM 2                       13.968 METERS 29950     |
 AS0343| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 2.0 KM 3184951.6 |
 AS0343|---------------------------------------------------------------------|
 AS0343
 AS0343                          SUPERSEDED SURVEY CONTROL
 AS0343
 AS0343  NAD 83(1986)-  29 55 56.13330(N)    085 23 48.31058(W) AD(       ) 2
 AS0343  NAD 27      -  29 55 55.38968(N)    085 23 48.59662(W) AD(       ) 2
 AS0343  NGVD 29 (07/19/86)    6.12   (m)           20.1    (f) LEVELING    3  
 AS0343
 AS0343.Superseded values are not recommended for survey control.
 AS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0343.See file dsdata.txt to determine how the superseded data were derived.
 AS0343
 AS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5474512359(NAD 83)
 AS0343_MARKER: DD = SURVEY DISK
 AS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0343_STAMPING: 46 76 A04
 AS0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0343+STABILITY: SURFACE MOTION
 AS0343
 AS0343  HISTORY     - Date     Condition        Report By
 AS0343  HISTORY     - 1976     MONUMENTED       FLDT
 AS0343  HISTORY     - 1976     GOOD             FLDT
 AS0343  HISTORY     - 1980     GOOD             NOS
 AS0343  HISTORY     - 1989     GOOD             USPSQD
 AS0343
 AS0343                          STATION DESCRIPTION
 AS0343
 AS0343'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0343'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF WHITE CITY, ABOUT
 AS0343'1-1/2 MILES SOUTHEAST OF MEXICO BEACH AND ABOUT 1/2 MILE
 AS0343'NORTHWEST OF BEACON HILL CITY LIMITS.
 AS0343'
 AS0343'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH, GO
 AS0343'SOUTHEAST ON U.S. ROUTE 98 FOR 1.7 MILES TO THE INTERSECTION
 AS0343'OF 4TH STREET AND STATION, ON RIGHT, AS DESCRIBED.
 AS0343'
 AS0343'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0343'RESOURCES BRASS DISK, STAMPED 46 76 A04, SET IN THE TOP OF A
 AS0343'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 AS0343'IS 3.2 FEET NORTHEAST OF A METAL WITNESS POST, 27.0 FEET
 AS0343'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 55.2 FEET NORTHEAST OF A
 AS0343'PINE TREE WITH METAL TRIANGLE TAG ATTACHED, 108.5 FEET SOUTH OF
 AS0343'A STREET LIGHT POLE AND 115.0 FEET SOUTH-SOUTHEAST OF THE
 AS0343'INTERSECTION OF U.S. ROUTE 98 AND 4TH STREET.
 AS0343'
 AS0343'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0343'TRANSPORTATION BRASS DISK, STAMPED 46 76 A04 RM NO1, SET IN THE
 AS0343'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 6 INCHES
 AS0343'BELOW THE GROUND.  IT IS 1.3 FEET NORTHEAST OF A METAL WITNESS
 AS0343'POST, 35.5 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 75.0
 AS0343'FEET EAST OF A PALM TREE WITH A METAL TRIANGLE TAG ATTACHED.
 AS0343'
 AS0343'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0343'TRANSPORTATION BRASS DISK, STAMPED 46 76 A04 RM NO2, SET IN THE
 AS0343'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 5 INCHES BELOW
 AS0343'THE GROUND.  IT IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 AS0343'37.7 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 49.0 FEET
 AS0343'NORTH OF A METAL TRIANGLE TAG ON A PALM TREE AND 88.0 FEET
 AS0343'SOUTH-SOUTHWEST OF A STREET LIGHT POLE.
 AS0343
 AS0343                          STATION RECOVERY (1976)
 AS0343
 AS0343'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0343'1.7 MI SE FROM MEXICO BEACH.
 AS0343'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0343'ROUTE 98 FOR ABOUT 1.7 MILES TO THE INTERSECTION OF 4TH STREET AND
 AS0343'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4
 AS0343'INCHES BELOW GROUND.  IT IS 115.0 FEET SOUTH-SOUTHEAST OF CENTER OF
 AS0343'JUNCTION OF U.S. ROUTE 98 AND 4TH STREET, 108.5 FEET SOUTH OF A STREET
 AS0343'LIGHT POLE, 55.2 FEET NORTHEAST OF A PALM TREE WITH A METAL TRIANGULAR
 AS0343'TAG ATTACHED, 27.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 3.2
 AS0343'FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 25, T6S, R12W.
 AS0343
 AS0343                          STATION RECOVERY (1980)
 AS0343
 AS0343'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AS0343'THE STATION WAS RECOVERED AS DESCRIBED.
 AS0343'
 AS0343'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.57 METERS.
 AS0343
 AS0343                          STATION RECOVERY (1989)
 AS0343
 AS0343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0325 ***********************************************************************
 AS0325  DESIGNATION -  46 76 A04 RM 1
 AS0325  PID         -  AS0325
 AS0325  STATE/COUNTY-  FL/BAY
 AS0325  USGS QUAD   -  BEACON HILL (1982)
 AS0325
 AS0325                         *CURRENT SURVEY CONTROL
 AS0325  ___________________________________________________________________
 AS0325* NAD 83(1986)-  29 55 56.     (N)    085 23 48.     (W)     SCALED    
 AS0325* NAVD 88     -         5.232  (meters)      17.17   (feet)  ADJUSTED  
 AS0325  ___________________________________________________________________
 AS0325  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AS0325  DYNAMIC HT  -           5.225 (meters)      17.14  (feet)  COMP
 AS0325  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 AS0325
 AS0325  VERT ORDER  -  SECOND    CLASS II
 AS0325
 AS0325.The horizontal coordinates were scaled from a topographic map and have
 AS0325.an estimated accuracy of +/- 6 seconds.
 AS0325
 AS0325.The orthometric height was determined by differential leveling
 AS0325.and adjusted by the National Geodetic Survey in June 1991..
 AS0325
 AS0325.The geoid height was determined by GEOID03.
 AS0325
 AS0325.The dynamic height is computed by dividing the NAVD 88
 AS0325.geopotential number by the normal gravity value computed on the
 AS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0325.degrees latitude (g = 980.6199 gals.).
 AS0325
 AS0325.The modeled gravity was interpolated from observed gravity values.
 AS0325
 AS0325;                    North         East    Units  Estimated Accuracy
 AS0325;SPC FL N     -   103,680.      513,430.      MT  (+/- 180 meters Scaled)
 AS0325
 AS0325                          SUPERSEDED SURVEY CONTROL
 AS0325
 AS0325.No superseded survey control is available for this station.
 AS0325
 AS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU547123(NAD 83)
 AS0325_MARKER: DD = SURVEY DISK
 AS0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0325_STAMPING: 46 76 A04 RM NO 1
 AS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0325+STABILITY: SURFACE MOTION
 AS0325
 AS0325  HISTORY     - Date     Condition        Report By
 AS0325  HISTORY     - 1976     MONUMENTED       FLDT
 AS0325  HISTORY     - 1976     GOOD             FLDT
 AS0325  HISTORY     - 1989     GOOD             USPSQD
 AS0325  HISTORY     - 1990     GOOD             USPSQD
 AS0325
 AS0325                          STATION DESCRIPTION
 AS0325
 AS0325'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0325'1.7 MI SE FROM MEXICO BEACH.
 AS0325'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0325'ROUTE 98 FOR ABOUT 1.7 MILES TO THE INTERSECTION OF 4TH STREET AND
 AS0325'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0325'CONCRETE MONUMENT 6 INCHES BELOW GROUND.  TI IS 75.0 FEET EAST OF A
 AS0325'PALM TREE WITH A METAL TRIANGULAR TAG ATTACHED, 35.5 FEET SOUTHWEST OF
 AS0325'CENTER OF U.S. ROUTE 98 AND 1.3 FEET NORTHEAST OF A METAL WITNESS
 AS0325'POST.  SECTION 25, T6S, R12W.
 AS0325
 AS0325                          STATION RECOVERY (1989)
 AS0325
 AS0325'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0325'RECOVERED IN GOOD CONDITION.
 AS0325
 AS0325                          STATION RECOVERY (1990)
 AS0325
 AS0325'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0336 ***********************************************************************
 AS0336  DESIGNATION -  46 76 A04 RM 2
 AS0336  PID         -  AS0336
 AS0336  STATE/COUNTY-  FL/BAY
 AS0336  USGS QUAD   -  BEACON HILL (1982)
 AS0336
 AS0336                         *CURRENT SURVEY CONTROL
 AS0336  ___________________________________________________________________
 AS0336* NAD 83(1986)-  29 55 56.     (N)    085 23 48.     (W)     SCALED    
 AS0336* NAVD 88     -         5.239  (meters)      17.19   (feet)  ADJUSTED  
 AS0336  ___________________________________________________________________
 AS0336  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AS0336  DYNAMIC HT  -           5.232 (meters)      17.17  (feet)  COMP
 AS0336  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 AS0336
 AS0336  VERT ORDER  -  SECOND    CLASS II
 AS0336
 AS0336.The horizontal coordinates were scaled from a topographic map and have
 AS0336.an estimated accuracy of +/- 6 seconds.
 AS0336
 AS0336.The orthometric height was determined by differential leveling
 AS0336.and adjusted by the National Geodetic Survey in June 1991..
 AS0336
 AS0336.The geoid height was determined by GEOID03.
 AS0336
 AS0336.The dynamic height is computed by dividing the NAVD 88
 AS0336.geopotential number by the normal gravity value computed on the
 AS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0336.degrees latitude (g = 980.6199 gals.).
 AS0336
 AS0336.The modeled gravity was interpolated from observed gravity values.
 AS0336
 AS0336;                    North         East    Units  Estimated Accuracy
 AS0336;SPC FL N     -   103,680.      513,430.      MT  (+/- 180 meters Scaled)
 AS0336
 AS0336                          SUPERSEDED SURVEY CONTROL
 AS0336
 AS0336.No superseded survey control is available for this station.
 AS0336
 AS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU547123(NAD 83)
 AS0336_MARKER: DD = SURVEY DISK
 AS0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0336_STAMPING: 46 76 A04 RM NO 2
 AS0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0336+STABILITY: SURFACE MOTION
 AS0336
 AS0336  HISTORY     - Date     Condition        Report By
 AS0336  HISTORY     - 1976     MONUMENTED       FLDT
 AS0336  HISTORY     - 1976     GOOD             FLDT
 AS0336  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0336
 AS0336                          STATION DESCRIPTION
 AS0336
 AS0336'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0336'1.7 MI SE FROM MEXICO BEACH.
 AS0336'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0336'ROUTE 98 FOR ABOUT 1.7 MILES TO THE INTERSECTION OF 4TH STREET AND
 AS0336'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0336'CONCRETE MONUMENT 5 INCHES BELOW GROUND.  IT IS 88.0 FEET
 AS0336'SOUTH-SOUTHWEST OF A STREET LIGHT POLE, 49.0 FEET NORTH OF A PALM TREE
 AS0336'WITH A METAL TRIANGULAR TAG ATTACHED, 37.7 FEET SOUTHWEST OF CENTER OF
 AS0336'U.S. ROUTE 98 AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST. SECTION
 AS0336'25, T6S, R12W.
 AS0336
 AS0336                          STATION RECOVERY (1989)
 AS0336
 AS0336'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0344 ***********************************************************************
 AS0344  DESIGNATION -  46 76 A05
 AS0344  PID         -  AS0344
 AS0344  STATE/COUNTY-  FL/BAY
 AS0344  USGS QUAD   -  BEACON HILL (1982)
 AS0344
 AS0344                         *CURRENT SURVEY CONTROL
 AS0344  ___________________________________________________________________
 AS0344* NAD 83(1990)-  29 56 18.96442(N)    085 24 15.80548(W)     ADJUSTED  
 AS0344* NAVD 88     -         4.127  (meters)      13.54   (feet)  ADJUSTED  
 AS0344  ___________________________________________________________________
 AS0344  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AS0344  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AS0344  DYNAMIC HT  -           4.121 (meters)      13.52  (feet)  COMP
 AS0344  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 AS0344
 AS0344  HORZ ORDER  -  SECOND
 AS0344  VERT ORDER  -  SECOND    CLASS II
 AS0344
 AS0344.The horizontal coordinates were established by classical geodetic methods
 AS0344.and adjusted by the National Geodetic Survey in May 1991..
 AS0344
 AS0344.The orthometric height was determined by differential leveling
 AS0344.and adjusted by the National Geodetic Survey in June 1991..
 AS0344
 AS0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0344
 AS0344.The geoid height was determined by GEOID03.
 AS0344
 AS0344.The dynamic height is computed by dividing the NAVD 88
 AS0344.geopotential number by the normal gravity value computed on the
 AS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0344.degrees latitude (g = 980.6199 gals.).
 AS0344
 AS0344.The modeled gravity was interpolated from observed gravity values.
 AS0344
 AS0344;                    North         East     Units Scale Factor Converg.
 AS0344;SPC FL N     -   104,387.630   512,689.794   MT  0.99995635   -0 27 16.1
 AS0344;SPC FL N     -   342,478.42  1,682,049.77   sFT  0.99995635   -0 27 16.1
 AS0344;UTM  16      - 3,313,052.243   653,997.562   MT  0.99989260   +0 47 47.3
 AS0344
 AS0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0344!SPC FL N     -   1.00000366  x   0.99995635  =   0.99996001
 AS0344!UTM  16      -   1.00000366  x   0.99989260  =   0.99989626
 AS0344
 AS0344|---------------------------------------------------------------------|
 AS0344| PID    Reference Object                     Distance      Geod. Az  |
 AS0344|                                                           dddmmss.s |
 AS0344| AS0326 46 76 A05 RM 1                       21.985 METERS 11532     |
 AS0344| AS0343 46 76 A04                           APPROX. 1.0 KM 1333746.8 |
 AS0344| AS0337 46 76 A05 RM 2                       14.800 METERS 31625     |
 AS0344| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 0.9 KM 3242535.5 |
 AS0344|---------------------------------------------------------------------|
 AS0344
 AS0344                          SUPERSEDED SURVEY CONTROL
 AS0344
 AS0344  NAD 83(1986)-  29 56 18.97598(N)    085 24 15.82072(W) AD(       ) 2
 AS0344  NAD 27      -  29 56 18.23267(N)    085 24 16.10614(W) AD(       ) 2
 AS0344  NGVD 29 (07/19/86)    4.27   (m)           14.0    (f) LEVELING    3  
 AS0344
 AS0344.Superseded values are not recommended for survey control.
 AS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0344.See file dsdata.txt to determine how the superseded data were derived.
 AS0344
 AS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5399813052(NAD 83)
 AS0344_MARKER: DD = SURVEY DISK
 AS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0344_STAMPING: 46 76 A05
 AS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0344+STABILITY: SURFACE MOTION
 AS0344
 AS0344  HISTORY     - Date     Condition        Report By
 AS0344  HISTORY     - 1976     MONUMENTED       FLDT
 AS0344  HISTORY     - 1976     GOOD             FLDT
 AS0344  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0344
 AS0344                          STATION DESCRIPTION
 AS0344
 AS0344'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0344'STATION IS LOCATED ABOUT 11-1/2 MILES NORTHWEST OF WHITE CITY,
 AS0344'ABOUT 1 MILE SOUTHEAST OF MEXICO BEACH AND ABOUT 1-1/4 MILES
 AS0344'NORTHWEST OF BEACON HILL CITY LIMITS.
 AS0344'
 AS0344'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0344'SOUTHEAST ON U.S. ROUTE 98 FOR 1.1 MILES TO STATION ON LEFT,
 AS0344'NORTHEAST SIDE OF HIGHWAY, AS DESCRIBED.
 AS0344'
 AS0344'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0344'RESOURCES BRASS DISK, STAMPED 46 76 A05, SET IN THE TOP OF A
 AS0344'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 AS0344'IS 3.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 3.4 FEET
 AS0344'SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER 57M-162R, 32.0 FEET
 AS0344'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 41.0 FEET
 AS0344'SOUTHWEST OF SOUTHWEST CORNER OF THE E. H. COPPINGER RESIDENCE,
 AS0344'57.5 FEET WEST-NORTHWEST OF CENTER OF DRIVEWAY AND 72.0 FEET
 AS0344'WEST OF A CONCRETE RIGHT-OF-WAY MONUMENT.
 AS0344'
 AS0344'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0344'TRANSPORTATION BRASS DISK, STAMPED 46 76 A05 RM NO1, SET IN THE
 AS0344'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 AS0344'THE GROUND.  IT IS 0.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 AS0344'POST, 1.2 FEET SOUTH-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 AS0344'MONUMENT, 12.5 FEET EAST-SOUTHEAST OF CENTER OF DRIVEWAY, 24.2
 AS0344'FEET SOUTHEAST OF SOUTHEAST CORNER OF A HOUSE, 48.5 FEET
 AS0344'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 70.5 FEET EAST
 AS0344'OF POWERLINE POLE NUMBER 57M-162R.
 AS0344'
 AS0344'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0344'TRANSPORTATION BRASS DISK, STAMPED 46 76 A05 RM NO2, SET IN THE
 AS0344'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 AS0344'THE GROUND.  IT IS 1.0 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS
 AS0344'POST, 39.0 FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98,
 AS0344'48.5 FEET WEST-NORTHWEST OF POWERLINE POLE NUMBER 57M-162R AND
 AS0344'77.0 FEET WEST OF SOUTHWEST CORNER OF A HOUSE.
 AS0344
 AS0344                          STATION RECOVERY (1976)
 AS0344
 AS0344'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0344'1.1 MI SE FROM MEXICO BEACH.
 AS0344'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0344'ROUTE 98 FOR ABOUT 1.1 MILES AND STATION.  WHICH IS SET IN THE TOP OF
 AS0344'A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 72.0 FEET WEST
 AS0344'OF A CONCRETE RIGHT-OF-WAY MARKER POST, 57.5 FEET WEST-NORTHWEST OF
 AS0344'CENTER OF A DRIVEWAY, 41.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AS0344'FRAME HOUSE, 32.0 FEET NORTH-NORTHEAST OF CENTER OF U.S ROUTE 98, 3.4
 AS0344'FEET SOUTH-SOUTHWEST OF POWER POLE NO. 57M-162R AND 3.0 FEET
 AS0344'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 25, T6S, R12W.
 AS0344
 AS0344                          STATION RECOVERY (1989)
 AS0344
 AS0344'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0326 ***********************************************************************
 AS0326  DESIGNATION -  46 76 A05 RM 1
 AS0326  PID         -  AS0326
 AS0326  STATE/COUNTY-  FL/BAY
 AS0326  USGS QUAD   -  BEACON HILL (1982)
 AS0326
 AS0326                         *CURRENT SURVEY CONTROL
 AS0326  ___________________________________________________________________
 AS0326* NAD 83(1986)-  29 56 19.     (N)    085 24 16.     (W)     SCALED    
 AS0326* NAVD 88     -         4.328  (meters)      14.20   (feet)  ADJUSTED  
 AS0326  ___________________________________________________________________
 AS0326  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AS0326  DYNAMIC HT  -           4.322 (meters)      14.18  (feet)  COMP
 AS0326  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 AS0326
 AS0326  VERT ORDER  -  SECOND    CLASS II
 AS0326
 AS0326.The horizontal coordinates were scaled from a topographic map and have
 AS0326.an estimated accuracy of +/- 6 seconds.
 AS0326
 AS0326.The orthometric height was determined by differential leveling
 AS0326.and adjusted by the National Geodetic Survey in June 1991..
 AS0326
 AS0326.The geoid height was determined by GEOID03.
 AS0326
 AS0326.The dynamic height is computed by dividing the NAVD 88
 AS0326.geopotential number by the normal gravity value computed on the
 AS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0326.degrees latitude (g = 980.6199 gals.).
 AS0326
 AS0326.The modeled gravity was interpolated from observed gravity values.
 AS0326
 AS0326;                    North         East    Units  Estimated Accuracy
 AS0326;SPC FL N     -   104,390.      512,690.      MT  (+/- 180 meters Scaled)
 AS0326
 AS0326                          SUPERSEDED SURVEY CONTROL
 AS0326
 AS0326.No superseded survey control is available for this station.
 AS0326
 AS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU539130(NAD 83)
 AS0326_MARKER: DD = SURVEY DISK
 AS0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0326_STAMPING: 46 76 A05 RM NO 1
 AS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0326+STABILITY: SURFACE MOTION
 AS0326
 AS0326  HISTORY     - Date     Condition        Report By
 AS0326  HISTORY     - 1976     MONUMENTED       FLDT
 AS0326  HISTORY     - 1976     GOOD             FLDT
 AS0326  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0326
 AS0326                          STATION DESCRIPTION
 AS0326
 AS0326'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0326'1.1 MI SE FROM MEXICO BEACH.
 AS0326'FROM THE U.S POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S. ROUTE
 AS0326'98 FOR ABOUT 1.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 AS0326'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 AS0326'IS 70.5 FEET EAST OF POWER POLE NO. 57M-162R, 48.5 FEET
 AS0326'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 24.2 FEET SOUTHEAST OF THE
 AS0326'SOUTHEAST CORNER OF A FRAME HOUSE, 12.5 FEET EAST-SOUTHEAST OF CENTER
 AS0326'OF A DRIVEWAY, 1.2 FEET SOUTH-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 AS0326'MARKER POST AND 0.9 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 AS0326'SECTION 25, T6S, R12W.
 AS0326
 AS0326                          STATION RECOVERY (1989)
 AS0326
 AS0326'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0337 ***********************************************************************
 AS0337  DESIGNATION -  46 76 A05 RM 2
 AS0337  PID         -  AS0337
 AS0337  STATE/COUNTY-  FL/BAY
 AS0337  USGS QUAD   -  BEACON HILL (1982)
 AS0337
 AS0337                         *CURRENT SURVEY CONTROL
 AS0337  ___________________________________________________________________
 AS0337* NAD 83(1986)-  29 56 19.     (N)    085 24 16.     (W)     SCALED    
 AS0337* NAVD 88     -         4.060  (meters)      13.32   (feet)  ADJUSTED  
 AS0337  ___________________________________________________________________
 AS0337  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AS0337  DYNAMIC HT  -           4.054 (meters)      13.30  (feet)  COMP
 AS0337  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 AS0337
 AS0337  VERT ORDER  -  SECOND    CLASS II
 AS0337
 AS0337.The horizontal coordinates were scaled from a topographic map and have
 AS0337.an estimated accuracy of +/- 6 seconds.
 AS0337
 AS0337.The orthometric height was determined by differential leveling
 AS0337.and adjusted by the National Geodetic Survey in June 1991..
 AS0337
 AS0337.The geoid height was determined by GEOID03.
 AS0337
 AS0337.The dynamic height is computed by dividing the NAVD 88
 AS0337.geopotential number by the normal gravity value computed on the
 AS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0337.degrees latitude (g = 980.6199 gals.).
 AS0337
 AS0337.The modeled gravity was interpolated from observed gravity values.
 AS0337
 AS0337;                    North         East    Units  Estimated Accuracy
 AS0337;SPC FL N     -   104,390.      512,690.      MT  (+/- 180 meters Scaled)
 AS0337
 AS0337                          SUPERSEDED SURVEY CONTROL
 AS0337
 AS0337.No superseded survey control is available for this station.
 AS0337
 AS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU539130(NAD 83)
 AS0337_MARKER: DD = SURVEY DISK
 AS0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0337_STAMPING: 46 76 A05 RM NO 2
 AS0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0337+STABILITY: SURFACE MOTION
 AS0337
 AS0337  HISTORY     - Date     Condition        Report By
 AS0337  HISTORY     - 1976     MONUMENTED       FLDT
 AS0337  HISTORY     - 1976     GOOD             FLDT
 AS0337  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0337
 AS0337                          STATION DESCRIPTION
 AS0337
 AS0337'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0337'1.1 MI SE FROM MEXICO BEACH.
 AS0337'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0337'ROUTE 98 FOR ABOUT 1.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE
 AS0337'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW
 AS0337'GROUND.  IT IS 77.0 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 AS0337'HOUSE, 39.0 FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 48.5 FEET
 AS0337'WEST-NORTHWEST OF POWER POLE NO.57M-162R AND 1.0 FOOT SOUTH-SOUTHWEST
 AS0337'OF A METAL WITNESS POST.  SECTION 25, T6S, R12W.
 AS0337
 AS0337                          STATION RECOVERY (1989)
 AS0337
 AS0337'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0345 ***********************************************************************
 AS0345  DESIGNATION -  46 76 A06
 AS0345  PID         -  AS0345
 AS0345  STATE/COUNTY-  FL/BAY
 AS0345  USGS QUAD   -  BEACON HILL (1982)
 AS0345
 AS0345                         *CURRENT SURVEY CONTROL
 AS0345  ___________________________________________________________________
 AS0345* NAD 83(1990)-  29 56 38.12874(N)    085 24 44.49813(W)     ADJUSTED  
 AS0345* NAVD 88     -         3.748  (meters)      12.30   (feet)  ADJUSTED  
 AS0345  ___________________________________________________________________
 AS0345  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AS0345  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AS0345  DYNAMIC HT  -           3.743 (meters)      12.28  (feet)  COMP
 AS0345  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AS0345
 AS0345  HORZ ORDER  -  SECOND
 AS0345  VERT ORDER  -  SECOND    CLASS II
 AS0345
 AS0345.The horizontal coordinates were established by classical geodetic methods
 AS0345.and adjusted by the National Geodetic Survey in May 1991..
 AS0345
 AS0345.The orthometric height was determined by differential leveling
 AS0345.and adjusted by the National Geodetic Survey in June 1991..
 AS0345
 AS0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0345
 AS0345.The geoid height was determined by GEOID03.
 AS0345
 AS0345.The dynamic height is computed by dividing the NAVD 88
 AS0345.geopotential number by the normal gravity value computed on the
 AS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0345.degrees latitude (g = 980.6199 gals.).
 AS0345
 AS0345.The modeled gravity was interpolated from observed gravity values.
 AS0345
 AS0345;                    North         East     Units Scale Factor Converg.
 AS0345;SPC FL N     -   104,983.824   511,925.088   MT  0.99995599   -0 27 30.5
 AS0345;SPC FL N     -   344,434.43  1,679,540.89   sFT  0.99995599   -0 27 30.5
 AS0345;UTM  16      - 3,313,631.562   653,220.072   MT  0.99988965   +0 47 33.5
 AS0345
 AS0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0345!SPC FL N     -   1.00000372  x   0.99995599  =   0.99995971
 AS0345!UTM  16      -   1.00000372  x   0.99988965  =   0.99989337
 AS0345
 AS0345|---------------------------------------------------------------------|
 AS0345| PID    Reference Object                     Distance      Geod. Az  |
 AS0345|                                                           dddmmss.s |
 AS0345| AS0827 MEXICO BEACH MUNICIPAL TANK         283.158 METERS 05037     |
 AS0345| AS0344 46 76 A05                           APPROX. 1.0 KM 1272858.4 |
 AS0345| AS0327 46 76 A06 RM 1                       19.193 METERS 14801     |
 AS0345| AS0338 46 76 A06 RM 2                       13.090 METERS 29947     |
 AS0345|---------------------------------------------------------------------|
 AS0345
 AS0345                          SUPERSEDED SURVEY CONTROL
 AS0345
 AS0345  NAD 83(1986)-  29 56 38.14033(N)    085 24 44.51330(W) AD(       ) 2
 AS0345  NAD 27      -  29 56 37.39737(N)    085 24 44.79804(W) AD(       ) 2
 AS0345  NGVD 29 (07/19/86)    3.89   (m)           12.8    (f) LEVELING    3  
 AS0345
 AS0345.Superseded values are not recommended for survey control.
 AS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0345.See file dsdata.txt to determine how the superseded data were derived.
 AS0345
 AS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5322013632(NAD 83)
 AS0345_MARKER: DD = SURVEY DISK
 AS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0345_STAMPING: 46 76 A06
 AS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0345+STABILITY: SURFACE MOTION
 AS0345
 AS0345  HISTORY     - Date     Condition        Report By
 AS0345  HISTORY     - 1976     MONUMENTED       FLDT
 AS0345  HISTORY     - 1976     GOOD             FLDT
 AS0345  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AS0345
 AS0345                          STATION DESCRIPTION
 AS0345
 AS0345'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0345'STATION IS LOCATED WITHIN THE CITY LIMITS OF MEXICO BEACH,
 AS0345'ABOUT 12 MILES NORTHWEST OF WHITE CITY AND ABOUT 16-1/4 MILES
 AS0345'SOUTHEAST OF CALLAWAY.
 AS0345'
 AS0345'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0345'SOUTHEAST ON U.S. ROUTE 98 FOR 0.5 MILE TO THE INTERSECTION OF
 AS0345'U.S. ROUTE 98 AND 21ST STREET AND STATION AS DESCRIBED.
 AS0345'
 AS0345'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0345'RESOURCES BRASS DISK, STAMPED 46 76 A06, SET IN THE TOP OF A
 AS0345'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 AS0345'IS 3.1 FEET NORTHWEST OF A METAL WITNESS POST, 32.0 FEET
 AS0345'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 32.8 FEET SOUTHWEST OF
 AS0345'CENTER OF INTERSECTION OF U.S. ROUTE 98 AND 21ST STREET, 63.0
 AS0345'FEET NORTHWEST OF NORTHWEST CORNER OF A WHITE WOODEN FENCE,
 AS0345'89.0 FEET NORTH OF NORTHEAST CORNER OF A CONCRETE BLOCK
 AS0345'CONSTRUCTION HOME AND 97.2 FEET EAST OF NORTHEAST CORNER OF
 AS0345'THE DRIFTWOOD MOTEL.
 AS0345'
 AS0345'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0345'TRANSPORTATION BRASS DISK, STAMPED 46 76 A06 RM NO1, SET IN THE
 AS0345'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 AS0345'THE GROUND.  IT IS 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 AS0345'1.5 FEET NORTHEAST OF NORTHEAST CORNER OF A WHITE WOODEN FENCE,
 AS0345'32.8 FEET NORTHEAST OF NORTHEAST CORNER OF A CONCRETE BLOCK
 AS0345'CONSTRUCTION HOME, 51.9 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 AS0345'98 AND 58.2 FEET WEST OF UTILITY POLE NUMBER 57M-62R.
 AS0345'
 AS0345'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0345'TRANSPORTATION BRASS DISK, STAMPED 46 76 A06 RM NO2, SET IN THE
 AS0345'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 AS0345'THE GROUND.  IT IS 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 AS0345'39.4 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 52.8 FEET
 AS0345'WEST-SOUTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND
 AS0345'21ST STREET, AND 58.2 FEET EAST-NORTHEAST OF NORTHEAST CORNER
 AS0345'OF THE DRIFTWOOD MOTEL.
 AS0345
 AS0345                          STATION RECOVERY (1976)
 AS0345
 AS0345'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0345'IN MEXICO BEACH.
 AS0345'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0345'ROUTE 98 FOR ABOUT 0.5 MILE TO THE INTERSECTION OF 21ST STREET AND
 AS0345'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 AS0345'INCHES BELOW GROUND.  IT IS 97.2 FEET EAST OF THE NORTHEAST CORNER OF
 AS0345'THE DRIFTWOOD MOTEL, 89.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 AS0345'BLOCK HOUSE, 63.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 AS0345'WOODEN FENCE, 32.8 FEET SOUTHWEST OF CENTER OF THE INTERSECTION OF
 AS0345'U.S. ROUTE 98 AND 21ST STREET, 32.0 FEET SOUTHWEST OF CENTER OF U.S.
 AS0345'ROUTE 98 AND 3.1 FEET NORTHWEST OF A METAL WITNESS POST.  SECTION 23,
 AS0345'T6S, R12W.
 AS0345
 AS0345                          STATION RECOVERY (1988)
 AS0345
 AS0345'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWC)
 AS0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0327 ***********************************************************************
 AS0327  DESIGNATION -  46 76 A06 RM 1
 AS0327  PID         -  AS0327
 AS0327  STATE/COUNTY-  FL/BAY
 AS0327  USGS QUAD   -  BEACON HILL (1982)
 AS0327
 AS0327                         *CURRENT SURVEY CONTROL
 AS0327  ___________________________________________________________________
 AS0327* NAD 83(1986)-  29 56 38.     (N)    085 24 44.     (W)     SCALED    
 AS0327* NAVD 88     -         4.256  (meters)      13.96   (feet)  ADJUSTED  
 AS0327  ___________________________________________________________________
 AS0327  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AS0327  DYNAMIC HT  -           4.250 (meters)      13.94  (feet)  COMP
 AS0327  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AS0327
 AS0327  VERT ORDER  -  SECOND    CLASS II
 AS0327
 AS0327.The horizontal coordinates were scaled from a topographic map and have
 AS0327.an estimated accuracy of +/- 6 seconds.
 AS0327
 AS0327.The orthometric height was determined by differential leveling
 AS0327.and adjusted by the National Geodetic Survey in June 1991..
 AS0327
 AS0327.The geoid height was determined by GEOID03.
 AS0327
 AS0327.The dynamic height is computed by dividing the NAVD 88
 AS0327.geopotential number by the normal gravity value computed on the
 AS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0327.degrees latitude (g = 980.6199 gals.).
 AS0327
 AS0327.The modeled gravity was interpolated from observed gravity values.
 AS0327
 AS0327;                    North         East    Units  Estimated Accuracy
 AS0327;SPC FL N     -   104,980.      511,940.      MT  (+/- 180 meters Scaled)
 AS0327
 AS0327                          SUPERSEDED SURVEY CONTROL
 AS0327
 AS0327.No superseded survey control is available for this station.
 AS0327
 AS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU532136(NAD 83)
 AS0327_MARKER: DD = SURVEY DISK
 AS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0327_STAMPING: 46 76 A06 RM NO 1
 AS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0327+STABILITY: SURFACE MOTION
 AS0327
 AS0327  HISTORY     - Date     Condition        Report By
 AS0327  HISTORY     - UNK      MONUMENTED       FLDT
 AS0327  HISTORY     - 1976     GOOD             FLDT
 AS0327  HISTORY     - 1988     GOOD             USPSQD
 AS0327
 AS0327                          STATION DESCRIPTION
 AS0327
 AS0327'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0327'IN MEXICO BEACH.
 AS0327'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0327'ROUTE 98 FOR ABOUT 0.5 MILE TO THE INTERSECTION OF 21ST STREET AND
 AS0327'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0327'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 58.2 FEET WEST OF
 AS0327'UTILITY POLE NO. 57M-62R, 51.9 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 AS0327'98, 32.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK HOUSE, 1.5
 AS0327'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE WOODEN FENCE AND 1.2
 AS0327'FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 23, T6S, R12W.
 AS0327
 AS0327                          STATION RECOVERY (1988)
 AS0327
 AS0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWC)
 AS0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0338 ***********************************************************************
 AS0338  DESIGNATION -  46 76 A06 RM 2
 AS0338  PID         -  AS0338
 AS0338  STATE/COUNTY-  FL/BAY
 AS0338  USGS QUAD   -  BEACON HILL (1982)
 AS0338
 AS0338                         *CURRENT SURVEY CONTROL
 AS0338  ___________________________________________________________________
 AS0338* NAD 83(1986)-  29 56 38.     (N)    085 24 44.     (W)     SCALED    
 AS0338* NAVD 88     -         4.048  (meters)      13.28   (feet)  ADJUSTED  
 AS0338  ___________________________________________________________________
 AS0338  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AS0338  DYNAMIC HT  -           4.043 (meters)      13.26  (feet)  COMP
 AS0338  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 AS0338
 AS0338  VERT ORDER  -  SECOND    CLASS II
 AS0338
 AS0338.The horizontal coordinates were scaled from a topographic map and have
 AS0338.an estimated accuracy of +/- 6 seconds.
 AS0338
 AS0338.The orthometric height was determined by differential leveling
 AS0338.and adjusted by the National Geodetic Survey in June 1991..
 AS0338
 AS0338.The geoid height was determined by GEOID03.
 AS0338
 AS0338.The dynamic height is computed by dividing the NAVD 88
 AS0338.geopotential number by the normal gravity value computed on the
 AS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0338.degrees latitude (g = 980.6199 gals.).
 AS0338
 AS0338.The modeled gravity was interpolated from observed gravity values.
 AS0338
 AS0338;                    North         East    Units  Estimated Accuracy
 AS0338;SPC FL N     -   104,980.      511,940.      MT  (+/- 180 meters Scaled)
 AS0338
 AS0338                          SUPERSEDED SURVEY CONTROL
 AS0338
 AS0338.No superseded survey control is available for this station.
 AS0338
 AS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU532136(NAD 83)
 AS0338_MARKER: DD = SURVEY DISK
 AS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0338_STAMPING: 46 76 A06 RM NO 2
 AS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0338+STABILITY: SURFACE MOTION
 AS0338
 AS0338  HISTORY     - Date     Condition        Report By
 AS0338  HISTORY     - 1976     MONUMENTED       FLDT
 AS0338  HISTORY     - 1976     GOOD             FLDT
 AS0338  HISTORY     - 1988     GOOD             USPSQD
 AS0338
 AS0338                          STATION DESCRIPTION
 AS0338
 AS0338'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0338'IN MEXICO BEACH.
 AS0338'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0338'ROUTE 98 FOR ABOUT 0.5 MILE TO THE INTERSECTION OF 21ST STREET AND
 AS0338'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0338'CONCRETE NOMUMENT 3 INCHES BELOW GROUND.  IT IS 58.2 FEET
 AS0338'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE DRIFTWOOD MOTEL, 52.8
 AS0338'FEET WEST-SOUTHWEST OF CENTER OF THE INTERSECTION OF U.S. ROUTE 98 AND
 AS0338'21ST STREET, 39.4 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 1.0
 AS0338'FOOT NORTHWEST OF A METAL WITNESS POST.  SECTION 23, T6S, R12W.
 AS0338
 AS0338                          STATION RECOVERY (1988)
 AS0338
 AS0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWC)
 AS0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0346 ***********************************************************************
 AS0346  DESIGNATION -  46 76 A07
 AS0346  PID         -  AS0346
 AS0346  STATE/COUNTY-  FL/BAY
 AS0346  USGS QUAD   -  BEACON HILL (1982)
 AS0346
 AS0346                         *CURRENT SURVEY CONTROL
 AS0346  ___________________________________________________________________
 AS0346* NAD 83(1990)-  29 56 54.64292(N)    085 25 06.48577(W)     ADJUSTED  
 AS0346* NAVD 88     -         5.612  (meters)      18.41   (feet)  ADJUSTED  
 AS0346  ___________________________________________________________________
 AS0346  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AS0346  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AS0346  DYNAMIC HT  -           5.605 (meters)      18.39  (feet)  COMP
 AS0346  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AS0346
 AS0346  HORZ ORDER  -  SECOND
 AS0346  VERT ORDER  -  SECOND    CLASS II
 AS0346
 AS0346.The horizontal coordinates were established by classical geodetic methods
 AS0346.and adjusted by the National Geodetic Survey in May 1991..
 AS0346
 AS0346.The orthometric height was determined by differential leveling
 AS0346.and adjusted by the National Geodetic Survey in June 1991..
 AS0346
 AS0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0346
 AS0346.The geoid height was determined by GEOID03.
 AS0346
 AS0346.The dynamic height is computed by dividing the NAVD 88
 AS0346.geopotential number by the normal gravity value computed on the
 AS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0346.degrees latitude (g = 980.6199 gals.).
 AS0346
 AS0346.The modeled gravity was interpolated from observed gravity values.
 AS0346
 AS0346;                    North         East     Units Scale Factor Converg.
 AS0346;SPC FL N     -   105,497.025   511,339.591   MT  0.99995568   -0 27 41.6
 AS0346;SPC FL N     -   346,118.16  1,677,619.97   sFT  0.99995568   -0 27 41.6
 AS0346;UTM  16      - 3,314,131.822   652,623.549   MT  0.99988740   +0 47 22.9
 AS0346
 AS0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0346!SPC FL N     -   1.00000343  x   0.99995568  =   0.99995911
 AS0346!UTM  16      -   1.00000343  x   0.99988740  =   0.99989083
 AS0346
 AS0346|---------------------------------------------------------------------|
 AS0346| PID    Reference Object                     Distance      Geod. Az  |
 AS0346|                                                           dddmmss.s |
 AS0346| AS0328 46 76 A07 RM 1                        9.287 METERS 00306     |
 AS0346| CW1683 46 76 A07 RM 2                       10.306 METERS 10500     |
 AS0346| AS0345 46 76 A06                           APPROX. 0.8 KM 1304625.5 |
 AS0346|---------------------------------------------------------------------|
 AS0346
 AS0346                          SUPERSEDED SURVEY CONTROL
 AS0346
 AS0346  NAD 83(1986)-  29 56 54.65453(N)    085 25 06.50088(W) AD(       ) 2
 AS0346  NAD 27      -  29 56 53.91191(N)    085 25 06.78503(W) AD(       ) 2
 AS0346  NGVD 29 (07/19/86)    5.76   (m)           18.9    (f) LEVELING    3  
 AS0346
 AS0346.Superseded values are not recommended for survey control.
 AS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0346.See file dsdata.txt to determine how the superseded data were derived.
 AS0346
 AS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5262414132(NAD 83)
 AS0346_MARKER: DD = SURVEY DISK
 AS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0346_STAMPING: 46 76 A07
 AS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0346+STABILITY: SURFACE MOTION
 AS0346
 AS0346  HISTORY     - Date     Condition        Report By
 AS0346  HISTORY     - 1976     MONUMENTED       FLDT
 AS0346  HISTORY     - 1976     GOOD             FLDT
 AS0346  HISTORY     - 1988     GOOD             USPSQD
 AS0346  HISTORY     - 20050201 MARK NOT FOUND   WILMIL
 AS0346
 AS0346                          STATION DESCRIPTION
 AS0346
 AS0346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0346'STATION IS LOCATED IN THE TOWN OF MEXICO BEACH, ABOUT 16 MILES
 AS0346'SOUTHEAST OF CALLAWAY AND 2 MILES NORTHWEST OF BEACON HILL CITY
 AS0346'LIMITS.
 AS0346'
 AS0346'STATION IS ABOUT 200 FEET SOUTH-SOUTHEAST OF THE MEXICO BEACH
 AS0346'POST OFFICE, IN THE MEDIAN FORMED BY U.S. ROUTE 98 AND A SIDE
 AS0346'STREET.
 AS0346'
 AS0346'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0346'RESOURCES BRASS DISK, STAMPED 46 76 A07, SET IN THE TOP OF A
 AS0346'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 AS0346'IS 3.4 FEET SOUTHWEST OF A METAL WITNESS POST, 16.5 FEET
 AS0346'EAST-SOUTHEAST OF A POWERLINE POLE BRACE, 31.3 FEET NORTHEAST
 AS0346'OF CENTER OF U.S. ROUTE 98, 36.2 FEET WEST-NORTHWEST OF A
 AS0346'POWERLINE POLE SUPPORTING A STREET LIGHT, 47.0 FEET SOUTHEAST
 AS0346'OF SOUTHEAST CORNER OF A BRICK BUILDING FOR REALTORS OFFICE
 AS0346'AND 51.0 FEET SOUTHWEST OF CENTER OF A SIDE STREET.
 AS0346'
 AS0346'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0346'TRANSPORTATION BRASS DISK, STAMPED 46 76 A07 RM NO1, SET IN THE
 AS0346'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 AS0346'THE GROUND.  IT IS 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS
 AS0346'POST, 26.7 FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK
 AS0346'REALTORS OFFICE, 32.0 FEET SOUTHWEST OF CENTER OF A SIDE
 AS0346'STREET, 52.5 FEET NORTHWEST OF A POWERLINE POLE SUPPORTING A
 AS0346'STREET LIGHT AND 57.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 AS0346'98.
 AS0346'
 AS0346'REFERENCE MARK NUMBER 2 IS A STANDARD BENCHMARK DISK STAMPED
 AS0346'U174 1957, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AS0346'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1.0 FOOT EAST OF A
 AS0346'METAL WITNESS POST 1.3 FEET SOUTH-SOUTHEAST OF NORTHWEST CORNER
 AS0346'OF A TELEPHONE BOOTH, 2.5 FEET WEST-NORTHWEST OF A POWERLINE
 AS0346'POLE SUPPORTING A STREET LIGHT, 44.3 FEET NORTHEAST OF CENTER
 AS0346'OF U.S. ROUTE 98 AND 74.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 AS0346'THE BRICK REALTORS OFFICE.
 AS0346
 AS0346                          STATION RECOVERY (1976)
 AS0346
 AS0346'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0346'IN MEXICO BEACH.
 AS0346'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0346'ROUTE 98 FOR ABOUT 0.05 MILE AND STATION.  WHICH IS SET IN THE TOP OF
 AS0346'A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 51.0 FEET
 AS0346'SOUTHWEST OF CENTER OF A SIDE STREET LEADING NORTHWEST TO THE POST
 AS0346'OFFICE, 47.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK OFFICE
 AS0346'BUILDING (MEXICO BEACH CORP.-REALTOR), 36.2 FEET WEST-NORTHWEST OF A
 AS0346'WOODEN STREET LIGHT POLE, 31.3 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 AS0346'98, 16.5 FEET EAST-SOUTHEAST OF A POWER LINE BRACE POLE AND 3.4 FEET
 AS0346'SOUTHWEST OF A METAL WITNESS POST.  SECTION 23, T6S, R12W.
 AS0346
 AS0346                          STATION RECOVERY (1988)
 AS0346
 AS0346'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL)
 AS0346'RECOVERED IN GOOD CONDITION.
 AS0346
 AS0346                          STATION RECOVERY (2005)
 AS0346
 AS0346'RECOVERY NOTE BY WILSONMILLER 2005 (MCL)
 AS0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0328 ***********************************************************************
 AS0328  DESIGNATION -  46 76 A07 RM 1
 AS0328  PID         -  AS0328
 AS0328  STATE/COUNTY-  FL/BAY
 AS0328  USGS QUAD   -  BEACON HILL (1982)
 AS0328
 AS0328                         *CURRENT SURVEY CONTROL
 AS0328  ___________________________________________________________________
 AS0328* NAD 83(1986)-  29 56 55.     (N)    085 25 07.     (W)     SCALED    
 AS0328* NAVD 88     -         5.257  (meters)      17.25   (feet)  ADJUSTED  
 AS0328  ___________________________________________________________________
 AS0328  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AS0328  DYNAMIC HT  -           5.250 (meters)      17.22  (feet)  COMP
 AS0328  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AS0328
 AS0328  VERT ORDER  -  SECOND    CLASS I
 AS0328
 AS0328.The horizontal coordinates were scaled from a topographic map and have
 AS0328.an estimated accuracy of +/- 6 seconds.
 AS0328
 AS0328.The orthometric height was determined by differential leveling
 AS0328.and adjusted by the National Geodetic Survey in June 1991..
 AS0328
 AS0328.The geoid height was determined by GEOID03.
 AS0328
 AS0328.The dynamic height is computed by dividing the NAVD 88
 AS0328.geopotential number by the normal gravity value computed on the
 AS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0328.degrees latitude (g = 980.6199 gals.).
 AS0328
 AS0328.The modeled gravity was interpolated from observed gravity values.
 AS0328
 AS0328;                    North         East    Units  Estimated Accuracy
 AS0328;SPC FL N     -   105,510.      511,330.      MT  (+/- 180 meters Scaled)
 AS0328
 AS0328                          SUPERSEDED SURVEY CONTROL
 AS0328
 AS0328.No superseded survey control is available for this station.
 AS0328
 AS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU526141(NAD 83)
 AS0328_MARKER: DD = SURVEY DISK
 AS0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0328_SP_SET: CONCRETE POST
 AS0328_STAMPING: 46 76 A07 RM NO 1
 AS0328_MARK LOGO: FLDT  
 AS0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0328+STABILITY: SURFACE MOTION
 AS0328
 AS0328  HISTORY     - Date     Condition        Report By
 AS0328  HISTORY     - 1976     MONUMENTED       FLDT
 AS0328  HISTORY     - 1976     GOOD             FLDT
 AS0328  HISTORY     - 1985     GOOD             FLDNR
 AS0328  HISTORY     - 1990     GOOD             USPSQD
 AS0328  HISTORY     - 19940411 GOOD             USPSQD
 AS0328
 AS0328                          STATION DESCRIPTION
 AS0328
 AS0328'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0328'IN MEXICO BEACH.
 AS0328'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0328'ROUTE 98 FOR ABOUT 0.05 MILE AND REFERENCE MARK.  WHICH IS SET IN THE
 AS0328'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 AS0328'GROUND.  IT IS 57.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 52.5
 AS0328'FEET NORTHWEST OF A WOODEN STREET LIGHT POLE, 32.0 FEET SOUTHWEST OF
 AS0328'CENTER OF A SIDE STREET LEADING NORTHWEST TO THE POST OFFICE, 26.7
 AS0328'FEET EAST OF THE SOUTHEAST CORNER OF A BRICK OFFICE BUILDING (MEXICO
 AS0328'BEACH CORP.-REALTOR) AND 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS
 AS0328'POST.  SECTION 23, T6S, R12W.
 AS0328
 AS0328                          STATION RECOVERY (1985)
 AS0328
 AS0328'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AS0328'NEAR THE JUNCTION OF 30TH STREET WITH U.S. HIGHWAY 98, 56.5 FEET
 AS0328'NORTHEAST OF THE CENTERLINE OF U.S. 98, 27.5 FEET EAST OF THE SOUTH
 AS0328'CORNER OF E.R.A. REALTY, 50 FEET NORTHWEST OF U.S.C.G.S. BENCH MARK
 AS0328'U 174 1957, 0.8 FOOT SOUTHEAST OF A FLORIDA D.O.T. WITNESS POST, AND
 AS0328'IS SET IN A GRASSY AREA BETWEEN U.S. 98 AND THE PARKING LOT FOR
 AS0328'CATHEYS HARDWARE STORE.
 AS0328
 AS0328                          STATION RECOVERY (1990)
 AS0328
 AS0328'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0328'RECOVERED IN GOOD CONDITION.
 AS0328
 AS0328                          STATION RECOVERY (1994)
 AS0328
 AS0328'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0347 ***********************************************************************
 AS0347  DESIGNATION -  46 76 A08
 AS0347  PID         -  AS0347
 AS0347  STATE/COUNTY-  FL/BAY
 AS0347  USGS QUAD   -  BEACON HILL (1982)
 AS0347
 AS0347                         *CURRENT SURVEY CONTROL
 AS0347  ___________________________________________________________________
 AS0347* NAD 83(1990)-  29 57 14.71791(N)    085 25 41.03486(W)     ADJUSTED  
 AS0347* NAVD 88     -         3.825  (meters)      12.55   (feet)  ADJUSTED  
 AS0347  ___________________________________________________________________
 AS0347  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AS0347  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0347  DYNAMIC HT  -           3.820 (meters)      12.53  (feet)  COMP
 AS0347  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 AS0347
 AS0347  HORZ ORDER  -  SECOND
 AS0347  VERT ORDER  -  SECOND    CLASS II
 AS0347
 AS0347.The horizontal coordinates were established by classical geodetic methods
 AS0347.and adjusted by the National Geodetic Survey in May 1991..
 AS0347
 AS0347.The orthometric height was determined by differential leveling
 AS0347.and adjusted by the National Geodetic Survey in June 1991..
 AS0347
 AS0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0347
 AS0347.The geoid height was determined by GEOID03.
 AS0347
 AS0347.The dynamic height is computed by dividing the NAVD 88
 AS0347.geopotential number by the normal gravity value computed on the
 AS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0347.degrees latitude (g = 980.6199 gals.).
 AS0347
 AS0347.The modeled gravity was interpolated from observed gravity values.
 AS0347
 AS0347;                    North         East     Units Scale Factor Converg.
 AS0347;SPC FL N     -   106,122.631   510,418.240   MT  0.99995531   -0 27 59.0
 AS0347;SPC FL N     -   348,170.67  1,674,597.18   sFT  0.99995531   -0 27 59.0
 AS0347;UTM  16      - 3,314,737.116   651,688.821   MT  0.99988389   +0 47 06.1
 AS0347
 AS0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0347!SPC FL N     -   1.00000372  x   0.99995531  =   0.99995903
 AS0347!UTM  16      -   1.00000372  x   0.99988389  =   0.99988760
 AS0347
 AS0347|---------------------------------------------------------------------|
 AS0347| PID    Reference Object                     Distance      Geod. Az  |
 AS0347|                                                           dddmmss.s |
 AS0347| AS0329 46 76 A08 RM 1                       19.210 METERS 09719     |
 AS0347| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 2.0 KM 1183724.9 |
 AS0347| AS0346 46 76 A07                           APPROX. 1.1 KM 1234237.8 |
 AS0347| AS0348 46 76 A09                           478.717 METERS 2254848.0 |
 AS0347| AS0339 46 76 A08 RM 2                       16.706 METERS 33304     |
 AS0347|---------------------------------------------------------------------|
 AS0347
 AS0347                          SUPERSEDED SURVEY CONTROL
 AS0347
 AS0347  NAD 83(1986)-  29 57 14.72955(N)    085 25 41.04989(W) AD(       ) 2
 AS0347  NAD 27      -  29 57 13.98734(N)    085 25 41.33300(W) AD(       ) 2
 AS0347  NGVD 29 (07/19/86)    3.97   (m)           13.0    (f) LEVELING    3  
 AS0347
 AS0347.Superseded values are not recommended for survey control.
 AS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0347.See file dsdata.txt to determine how the superseded data were derived.
 AS0347
 AS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5168914737(NAD 83)
 AS0347_MARKER: DD = SURVEY DISK
 AS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0347_STAMPING: 46 76 A08
 AS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0347+STABILITY: SURFACE MOTION
 AS0347
 AS0347  HISTORY     - Date     Condition        Report By
 AS0347  HISTORY     - 1976     MONUMENTED       FLDT
 AS0347  HISTORY     - 1976     GOOD             FLDT
 AS0347  HISTORY     - 1988     GOOD             USPSQD
 AS0347  HISTORY     - 1990     GOOD             USPSQD
 AS0347  HISTORY     - 20050201 MARK NOT FOUND   WILMIL
 AS0347
 AS0347                          STATION DESCRIPTION
 AS0347
 AS0347'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0347'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF CALLAWAY, 1-1/2
 AS0347'MILES NORTHWEST OF BEACON HILL CITY LIMITS, AND AT THE
 AS0347'NORTHWEST EDGE OF MEXICO BEACH.
 AS0347'
 AS0347'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0347'NORTHWEST ON U.S. ROUTE 98 FOR 0.7 MILE TO THE INTERSECTION OF
 AS0347'U.S. ROUTE 98 AND 43RD STREET.  CONTINUE NORTHWEST ON U.S. ROUTE
 AS0347'98 FOR 0.05 MILE TO STATION ON RIGHT, NORTHEAST SHOULDER OF
 AS0347'HIGHWAY.
 AS0347'
 AS0347'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0347'RESOURCES BRASS DISK, STAMPED 46 76 A08, SET IN THE TOP OF A
 AS0347'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 AS0347'IS 22.0 FEET SOUTHWEST OF A METAL WITNESS POST, 22.6 FEET
 AS0347'NORTHEAST OF CENTER OF U.S. ROUTE 98, 29.5 FEET SOUTHWEST OF A
 AS0347'FENCELINE AND 100.5 FEET SOUTHEAST OF AND ACROSS U.S. ROUTE 98
 AS0347'FROM A REDUCE SPEED AHEAD SIGN.
 AS0347'
 AS0347'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0347'TRANSPORTATION BRASS DISK STAMPED 46 76 A08 RM NO1, SET IN THE
 AS0347'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 AS0347'THE GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST.
 AS0347'1.6 FEET SOUTHWEST OF A FENCELINE AND 50.3 FEET NORTHEAST OF
 AS0347'CENTER OF U.S. ROUTE 98.
 AS0347'
 AS0347'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0347'TRANSPORTATION BRASS DISK STAMPED 46 76 A08 RM NO2, SET IN THE
 AS0347'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH BELOW
 AS0347'THE GROUND.  IT IS 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 2.2
 AS0347'FEET SOUTHWEST OF A FENCELINE, 49.7 FEET NORTHEAST OF CENTER OF
 AS0347'U.S. ROUTE 98 AND 84.0 FEET EAST-NORTHEAST OF AND ACROSS
 AS0347'U.S. ROUTE 98 FROM A REDUCE SPEED AHEAD SIGN.
 AS0347
 AS0347                          STATION RECOVERY (1976)
 AS0347
 AS0347'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0347'IN MEXICO BEACH.
 AS0347'FROM THE U.S. POST OFFICE, IN MEXICO BEACH. GO NORTHWEST ON U.S ROUTE
 AS0347'98 FOR ABOUT 0.7 MILE TO A POINT JUST NORTHWEST OF THE INTERSECTION OF
 AS0347'43RD STREET AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONRETE
 AS0347'MONUMENT 2 INCHES BELOW GROUND.  IT IS 100.5 FEET SOUTHEAST AND ACROSS
 AS0347'HIGHWAY FROM A REDUCE SPEED AHEAD HIGHWAY SIGN, 29.5 FEET SOUTHWEST OF
 AS0347'A FENCE LINE, 22.6 FEET NORTHEAST OF CENTER OF U.S ROUTE 98 AND 22.0
 AS0347'FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 15, T6S, R12W.
 AS0347
 AS0347                          STATION RECOVERY (1988)
 AS0347
 AS0347'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 AS0347'RECOVERED IN GOOD CONDITION.
 AS0347
 AS0347                          STATION RECOVERY (1990)
 AS0347
 AS0347'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0347'RECOVERED IN GOOD CONDITION.
 AS0347
 AS0347                          STATION RECOVERY (2005)
 AS0347
 AS0347'RECOVERY NOTE BY WILSONMILLER 2005 (MCL)
 AS0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0329 ***********************************************************************
 AS0329  DESIGNATION -  46 76 A08 RM 1
 AS0329  PID         -  AS0329
 AS0329  STATE/COUNTY-  FL/BAY
 AS0329  USGS QUAD   -  BEACON HILL (1982)
 AS0329
 AS0329                         *CURRENT SURVEY CONTROL
 AS0329  ___________________________________________________________________
 AS0329* NAD 83(1986)-  29 57 14.     (N)    085 25 41.     (W)     SCALED    
 AS0329* NAVD 88     -         2.568  (meters)       8.43   (feet)  ADJUSTED  
 AS0329  ___________________________________________________________________
 AS0329  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0329  DYNAMIC HT  -           2.565 (meters)       8.42  (feet)  COMP
 AS0329  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 AS0329
 AS0329  VERT ORDER  -  SECOND    CLASS II
 AS0329
 AS0329.The horizontal coordinates were scaled from a topographic map and have
 AS0329.an estimated accuracy of +/- 6 seconds.
 AS0329
 AS0329.The orthometric height was determined by differential leveling
 AS0329.and adjusted by the National Geodetic Survey in June 1991..
 AS0329
 AS0329.The geoid height was determined by GEOID03.
 AS0329
 AS0329.The dynamic height is computed by dividing the NAVD 88
 AS0329.geopotential number by the normal gravity value computed on the
 AS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0329.degrees latitude (g = 980.6199 gals.).
 AS0329
 AS0329.The modeled gravity was interpolated from observed gravity values.
 AS0329
 AS0329;                    North         East    Units  Estimated Accuracy
 AS0329;SPC FL N     -   106,100.      510,420.      MT  (+/- 180 meters Scaled)
 AS0329
 AS0329                          SUPERSEDED SURVEY CONTROL
 AS0329
 AS0329.No superseded survey control is available for this station.
 AS0329
 AS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU516147(NAD 83)
 AS0329_MARKER: DD = SURVEY DISK
 AS0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0329_STAMPING: 46 76 A08 RM NO 1
 AS0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0329+STABILITY: SURFACE MOTION
 AS0329
 AS0329  HISTORY     - Date     Condition        Report By
 AS0329  HISTORY     - 1976     MONUMENTED       FLDT
 AS0329  HISTORY     - 1976     GOOD             FLDT
 AS0329  HISTORY     - 1988     GOOD             USPSQD
 AS0329  HISTORY     - 1990     GOOD             USPSQD
 AS0329
 AS0329                          STATION DESCRIPTION
 AS0329
 AS0329'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0329'IN MEXICO BEACH.
 AS0329'FROM THE U.S. POST OFFICE, IN MEXICO BEACH. GO NORTHWEST ON U.S. ROUTE
 AS0329'98 FOR ABOUT 0.7 MILE TO A POINT JUST NORTHWEST OF THE INTERSECTION OF
 AS0329'43RD STREET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X
 AS0329'4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT IS 50.3 FEET
 AS0329'NORTHEAST OF CENTER OF U.S. ROUTE 98, 1.6 FEET SOUTHWEST OF A FENCE
 AS0329'LINE AND 1.1 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 15, T6S,
 AS0329'R12W.
 AS0329
 AS0329                          STATION RECOVERY (1988)
 AS0329
 AS0329'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 AS0329'RECOVERED IN GOOD CONDITION.
 AS0329
 AS0329                          STATION RECOVERY (1990)
 AS0329
 AS0329'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0339 ***********************************************************************
 AS0339  DESIGNATION -  46 76 A08 RM 2
 AS0339  PID         -  AS0339
 AS0339  STATE/COUNTY-  FL/BAY
 AS0339  USGS QUAD   -  BEACON HILL (1982)
 AS0339
 AS0339                         *CURRENT SURVEY CONTROL
 AS0339  ___________________________________________________________________
 AS0339* NAD 83(1986)-  29 57 14.     (N)    085 25 41.     (W)     SCALED    
 AS0339* NAVD 88     -         2.416  (meters)       7.93   (feet)  ADJUSTED  
 AS0339  ___________________________________________________________________
 AS0339  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0339  DYNAMIC HT  -           2.413 (meters)       7.92  (feet)  COMP
 AS0339  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 AS0339
 AS0339  VERT ORDER  -  SECOND    CLASS II
 AS0339
 AS0339.The horizontal coordinates were scaled from a topographic map and have
 AS0339.an estimated accuracy of +/- 6 seconds.
 AS0339
 AS0339.The orthometric height was determined by differential leveling
 AS0339.and adjusted by the National Geodetic Survey in June 1991..
 AS0339
 AS0339.The geoid height was determined by GEOID03.
 AS0339
 AS0339.The dynamic height is computed by dividing the NAVD 88
 AS0339.geopotential number by the normal gravity value computed on the
 AS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0339.degrees latitude (g = 980.6199 gals.).
 AS0339
 AS0339.The modeled gravity was interpolated from observed gravity values.
 AS0339
 AS0339;                    North         East    Units  Estimated Accuracy
 AS0339;SPC FL N     -   106,100.      510,420.      MT  (+/- 180 meters Scaled)
 AS0339
 AS0339                          SUPERSEDED SURVEY CONTROL
 AS0339
 AS0339.No superseded survey control is available for this station.
 AS0339
 AS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU516147(NAD 83)
 AS0339_MARKER: DD = SURVEY DISK
 AS0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0339_STAMPING: 46 76 A08 RM NO 2
 AS0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0339+STABILITY: SURFACE MOTION
 AS0339
 AS0339  HISTORY     - Date     Condition        Report By
 AS0339  HISTORY     - 1976     MONUMENTED       FLDT
 AS0339  HISTORY     - 1976     GOOD             FLDT
 AS0339  HISTORY     - 1988     GOOD             USPSQD
 AS0339  HISTORY     - 1990     GOOD             USPSQD
 AS0339
 AS0339                          STATION DESCRIPTION
 AS0339
 AS0339'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0339'IN MEXICO BEACH.
 AS0339'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO  NORTHWEST ON U.S.
 AS0339'ROUTE 98 FOR ABOUT 0.7 MILE TO A POINT JUST NORTHWEST OF THE
 AS0339'INTERSECTION OF 43RD STREET AND REFERENCE MARK.  WHICH IS SET IN THE
 AS0339'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.
 AS0339'IT IS 84.0 FEET EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM A REDUCE
 AS0339'SPEED AHEAD HIGHWAY SIGN, 49.7 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 AS0339'98, 2.2 FEET SOUTHWEST OF A FENCE LINE AND 1.7 FEET SOUTHWEST OF A
 AS0339'METAL WITNESS POST.  SECTION 15, T6S, R12W.
 AS0339
 AS0339                          STATION RECOVERY (1988)
 AS0339
 AS0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 AS0339'RECOVERED IN GOOD CONDITION.
 AS0339
 AS0339                          STATION RECOVERY (1990)
 AS0339
 AS0339'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0348 ***********************************************************************
 AS0348  DESIGNATION -  46 76 A09
 AS0348  PID         -  AS0348
 AS0348  STATE/COUNTY-  FL/BAY
 AS0348  USGS QUAD   -  BEACON HILL (1982)
 AS0348
 AS0348                         *CURRENT SURVEY CONTROL
 AS0348  ___________________________________________________________________
 AS0348* NAD 83(1990)-  29 57 03.88170(N)    085 25 53.83651(W)     ADJUSTED  
 AS0348* NAVD 88     -         2.965  (meters)       9.73   (feet)  ADJUSTED  
 AS0348  ___________________________________________________________________
 AS0348  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AS0348  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0348  DYNAMIC HT  -           2.961 (meters)       9.71  (feet)  COMP
 AS0348  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 AS0348
 AS0348  HORZ ORDER  -  SECOND
 AS0348  VERT ORDER  -  SECOND    CLASS II
 AS0348
 AS0348.The horizontal coordinates were established by classical geodetic methods
 AS0348.and adjusted by the National Geodetic Survey in May 1991..
 AS0348
 AS0348.The orthometric height was determined by differential leveling
 AS0348.and adjusted by the National Geodetic Survey in June 1991..
 AS0348
 AS0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0348
 AS0348.The geoid height was determined by GEOID03.
 AS0348
 AS0348.The dynamic height is computed by dividing the NAVD 88
 AS0348.geopotential number by the normal gravity value computed on the
 AS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0348.degrees latitude (g = 980.6199 gals.).
 AS0348
 AS0348.The modeled gravity was interpolated from observed gravity values.
 AS0348
 AS0348;                    North         East     Units Scale Factor Converg.
 AS0348;SPC FL N     -   105,791.786   510,072.276   MT  0.99995551   -0 28 05.4
 AS0348;SPC FL N     -   347,085.22  1,673,462.13   sFT  0.99995551   -0 28 05.4
 AS0348;UTM  16      - 3,314,398.819   651,350.189   MT  0.99988262   +0 46 59.4
 AS0348
 AS0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0348!SPC FL N     -   1.00000385  x   0.99995551  =   0.99995936
 AS0348!UTM  16      -   1.00000385  x   0.99988262  =   0.99988647
 AS0348
 AS0348:                Primary Azimuth Mark                     Grid Az
 AS0348:SPC FL N     -  46 76 A08                                046 16 47.0
 AS0348:UTM  16      -  46 76 A08                                045 01 42.2
 AS0348
 AS0348|---------------------------------------------------------------------|
 AS0348| PID    Reference Object                     Distance      Geod. Az  |
 AS0348|                                                           dddmmss.s |
 AS0348| AS0347 46 76 A08                           478.717 METERS 0454841.6 |
 AS0348| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 2.2 KM 1062614.1 |
 AS0348| AS0330 46 76 A09 RM 1                       18.833 METERS 11156     |
 AS0348| CW1684 46 76 A09 RM 2                       29.825 METERS 16824     |
 AS0348|---------------------------------------------------------------------|
 AS0348
 AS0348                          SUPERSEDED SURVEY CONTROL
 AS0348
 AS0348  NAD 83(1986)-  29 57 03.89335(N)    085 25 53.85156(W) AD(       ) 2
 AS0348  NAD 27      -  29 57 03.15090(N)    085 25 54.13415(W) AD(       ) 2
 AS0348  NGVD 29 (07/19/86)    3.11   (m)           10.2    (f) LEVELING    3  
 AS0348
 AS0348.Superseded values are not recommended for survey control.
 AS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0348.See file dsdata.txt to determine how the superseded data were derived.
 AS0348
 AS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5135014399(NAD 83)
 AS0348_MARKER: DD = SURVEY DISK
 AS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0348_STAMPING: 46 76 A09
 AS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0348+STABILITY: SURFACE MOTION
 AS0348
 AS0348  HISTORY     - Date     Condition        Report By
 AS0348  HISTORY     - 1976     MONUMENTED       FLDT
 AS0348  HISTORY     - 1975     GOOD             FLDT
 AS0348  HISTORY     - 1988     GOOD             USPSQD
 AS0348
 AS0348                          STATION DESCRIPTION
 AS0348
 AS0348'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0348'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF BEACON HILL DELIMITED
 AS0348'AREA LIMITS AND ABOUT 1 MILE NORTHWEST OF MEXICO BEACH AND ABOUT
 AS0348'15 MILES SOUTHEAST OF CALLAWAY, ON THE GULF OF MEXICO BEACH.
 AS0348'
 AS0348'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0348'NORTHWEST ON U.S. ROUTE 98 FOR 0.6 MILE TO 43RD STREET.  TURN LEFT
 AS0348'AND GO SOUTHWEST ON 43RD STREET FOR 0.35 MILE TO END OF
 AS0348'STREET.  THEN PROCEED ON FOOT IN A SOUTHWESTERLY DIRECTION FOR
 AS0348'APPROXIMATELY 300 FEET TO TOP OF SMALL SAND DUNE AND STATION.
 AS0348'
 AS0348'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0348'RESOURCES BRASS DISK, STAMPED 46 76 A09, SET IN THE TOP OF A
 AS0348'ROUND CONCRETE MONUMENT 6 INCHES BELOW THE GROUND.  IT IS 2.8
 AS0348'FEET SOUTH OF A METAL WITNESS POST, 286.0 FEET WEST OF A POWER
 AS0348'POLE, 350 FEET WEST OF WEST EDGE OF CANAL AND 374 FEET
 AS0348'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A GREEN BRICK HOUSE.
 AS0348'
 AS0348'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0348'TRANSPORTATION BRASS DISK, STAMPED 46 76 A09 RM NO1, SET IN THE
 AS0348'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 AS0348'GROUND.  IT IS 0.8 FOOT SOUTH OF A METAL WITNESS POST, 225 FEET
 AS0348'WEST OF A POWER POLE, 349 FEET SOUTH-SOUTHWEST OF SOUTHWEST
 AS0348'CORNER OF A GREEN BRICK HOUSE AND 289 FEET WEST OF WEST EDGE
 AS0348'OF CANAL.
 AS0348'
 AS0348'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. ENGINEERS BRASS
 AS0348'DISK, STAMPED STA.  3+00 WATERWAYS, SET IN THE TOP OF A 4 INCH
 AS0348'PVC PIPE FILLED WITH CEMENT THAT IS 13 INCHES ABOVE THE
 AS0348'GROUND.  IT IS 1.0 FOOT EAST OF A METAL WITNESS POST, 175 FEET
 AS0348'NORTH OF APPROXIMATELY HIGH TIDE EDGE AND 260 FEET WEST OF A
 AS0348'POWER POLE.
 AS0348
 AS0348                          STATION RECOVERY (1975)
 AS0348
 AS0348'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AS0348'1.05 MI NW FROM MEXICO BEACH.
 AS0348'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0348'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0348'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0348'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.05 MILE AND
 AS0348'STATION, ON TOP OF SMALL SAND DUNE. WHICH IS SET IN THE TOP OF A ROUND
 AS0348'CONCRETE MONUMENT 6 INCHES BELOW GROUND.  IT IS 374.0 FEET
 AS0348'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN BRICK HOUSE, 350.0
 AS0348'FEET WEST OF THE WEST EDGE OF THE CANAL THAT PARALLELS 43RD STREET,
 AS0348'286.0 FEET WEST OF A POWER POLE AND 2.8 FEET SOUTH OF A METAL WITNESS
 AS0348'POST.  SECTION 22 T6S, R12W.
 AS0348
 AS0348                          STATION RECOVERY (1988)
 AS0348
 AS0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL)
 AS0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0330 ***********************************************************************
 AS0330  DESIGNATION -  46 76 A09 RM 1
 AS0330  PID         -  AS0330
 AS0330  STATE/COUNTY-  FL/BAY
 AS0330  USGS QUAD   -  BEACON HILL (1982)
 AS0330
 AS0330                         *CURRENT SURVEY CONTROL
 AS0330  ___________________________________________________________________
 AS0330* NAD 83(1986)-  29 57 04.     (N)    085 25 54.     (W)     SCALED    
 AS0330* NAVD 88     -         2.880  (meters)       9.45   (feet)  ADJUSTED  
 AS0330  ___________________________________________________________________
 AS0330  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0330  DYNAMIC HT  -           2.876 (meters)       9.44  (feet)  COMP
 AS0330  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 AS0330
 AS0330  VERT ORDER  -  SECOND    CLASS II
 AS0330
 AS0330.The horizontal coordinates were scaled from a topographic map and have
 AS0330.an estimated accuracy of +/- 6 seconds.
 AS0330
 AS0330.The orthometric height was determined by differential leveling
 AS0330.and adjusted by the National Geodetic Survey in June 1991..
 AS0330
 AS0330.The geoid height was determined by GEOID03.
 AS0330
 AS0330.The dynamic height is computed by dividing the NAVD 88
 AS0330.geopotential number by the normal gravity value computed on the
 AS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0330.degrees latitude (g = 980.6199 gals.).
 AS0330
 AS0330.The modeled gravity was interpolated from observed gravity values.
 AS0330
 AS0330;                    North         East    Units  Estimated Accuracy
 AS0330;SPC FL N     -   105,800.      510,070.      MT  (+/- 180 meters Scaled)
 AS0330
 AS0330                          SUPERSEDED SURVEY CONTROL
 AS0330
 AS0330.No superseded survey control is available for this station.
 AS0330
 AS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU513144(NAD 83)
 AS0330_MARKER: DD = SURVEY DISK
 AS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0330_STAMPING: 46 76 A09 RM NO 1
 AS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0330+STABILITY: SURFACE MOTION
 AS0330
 AS0330  HISTORY     - Date     Condition        Report By
 AS0330  HISTORY     - 1976     MONUMENTED       FLDT
 AS0330  HISTORY     - 1976     GOOD             FLDT
 AS0330  HISTORY     - 1988     GOOD             USPSQD
 AS0330
 AS0330                          STATION DESCRIPTION
 AS0330
 AS0330'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0330'1.05 MI NW FROM MEXICO BEACH.
 AS0330'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0330'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0330'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0330'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.05 MILE AND
 AS0330'REFERENCE MARK, ON TOP OF SMALL SAND DUNE.  WHICH IS SET IN THE TOP OF
 AS0330'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 AS0330'IS 349.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN BRICK
 AS0330'HOUSE, 289.0 FEET WEST OF THE WEST EDGE OF THE CANAL THAT PARALLELS
 AS0330'43RD STREET, 225.0 FEET WEST OF A POWER POLE AND 0.8 FOOT SOUTH OF A
 AS0330'METAL WITNESS POST.  SECTION 22, T6S, R12W.
 AS0330
 AS0330                          STATION RECOVERY (1988)
 AS0330
 AS0330'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL)
 AS0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0349 ***********************************************************************
 AS0349  DESIGNATION -  46 76 A10
 AS0349  PID         -  AS0349
 AS0349  STATE/COUNTY-  FL/BAY
 AS0349  USGS QUAD   -  BEACON HILL (1982)
 AS0349
 AS0349                         *CURRENT SURVEY CONTROL
 AS0349  ___________________________________________________________________
 AS0349* NAD 83(1990)-  29 57 11.54770(N)    085 26 23.93773(W)     ADJUSTED  
 AS0349* NAVD 88     -         3.100  (meters)      10.17   (feet)  ADJUSTED  
 AS0349  ___________________________________________________________________
 AS0349  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AS0349  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0349  DYNAMIC HT  -           3.096 (meters)      10.16  (feet)  COMP
 AS0349  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 AS0349
 AS0349  HORZ ORDER  -  SECOND
 AS0349  VERT ORDER  -  SECOND    CLASS II
 AS0349
 AS0349.The horizontal coordinates were established by classical geodetic methods
 AS0349.and adjusted by the National Geodetic Survey in May 1991..
 AS0349
 AS0349.The orthometric height was determined by differential leveling
 AS0349.and adjusted by the National Geodetic Survey in June 1991..
 AS0349
 AS0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0349
 AS0349.The geoid height was determined by GEOID03.
 AS0349
 AS0349.The dynamic height is computed by dividing the NAVD 88
 AS0349.geopotential number by the normal gravity value computed on the
 AS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0349.degrees latitude (g = 980.6199 gals.).
 AS0349
 AS0349.The modeled gravity was interpolated from observed gravity values.
 AS0349
 AS0349;                    North         East     Units Scale Factor Converg.
 AS0349;SPC FL N     -   106,034.444   509,267.124   MT  0.99995537   -0 28 20.5
 AS0349;SPC FL N     -   347,881.34  1,670,820.56   sFT  0.99995537   -0 28 20.5
 AS0349;UTM  16      - 3,314,623.819   650,539.991   MT  0.99987961   +0 46 44.6
 AS0349
 AS0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0349!SPC FL N     -   1.00000383  x   0.99995537  =   0.99995920
 AS0349!UTM  16      -   1.00000383  x   0.99987961  =   0.99988344
 AS0349
 AS0349|---------------------------------------------------------------------|
 AS0349| PID    Reference Object                     Distance      Geod. Az  |
 AS0349|                                                           dddmmss.s |
 AS0349| AS0331 46 76 A10 RM 1                       19.290 METERS 06946     |
 AS0349| AS0348 46 76 A09                           APPROX. 0.8 KM 1061758.3 |
 AS0349| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 3.0 KM 1062344.6 |
 AS0349| AS0340 46 76 A10 RM 2                       21.135 METERS 33556     |
 AS0349|---------------------------------------------------------------------|
 AS0349
 AS0349                          SUPERSEDED SURVEY CONTROL
 AS0349
 AS0349  NAD 83(1986)-  29 57 11.55940(N)    085 26 23.95275(W) AD(       ) 2
 AS0349  NAD 27      -  29 57 10.81746(N)    085 26 24.23465(W) AD(       ) 2
 AS0349  NGVD 29 (07/19/86)    3.24   (m)           10.6    (f) LEVELING    3  
 AS0349
 AS0349.Superseded values are not recommended for survey control.
 AS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0349.See file dsdata.txt to determine how the superseded data were derived.
 AS0349
 AS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5054014624(NAD 83)
 AS0349_MARKER: DD = SURVEY DISK
 AS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0349_STAMPING: 46 76 A10
 AS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0349+STABILITY: SURFACE MOTION
 AS0349
 AS0349  HISTORY     - Date     Condition        Report By
 AS0349  HISTORY     - 1976     MONUMENTED       FLDT
 AS0349  HISTORY     - 1976     GOOD             FLDT
 AS0349
 AS0349                          STATION DESCRIPTION
 AS0349
 AS0349'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0349'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF MEXICO BEACH
 AS0349'AND ABOUT 15-1/2 MILES SOUTHEAST OF CALLAWAY ON THE GULF OF
 AS0349'MEXICO BEACH.
 AS0349'
 AS0349'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0349'NORTHWEST ON U.S. ROUTE 98 FOR 0.6 MILE TO 43RD STREET.  TURN
 AS0349'LEFT ON 43RD STREET AND GO SOUTHWESTERLY FOR 0.35 MILE TO END OF
 AS0349'ROAD.  FROM THIS POINT ON A 4 WHEEL DRIVE VEHICLE IS NEEDED TO
 AS0349'CONTINUE OR WALK IN A NORTHWESTERLY DIRECTION ALONG BEACH FOR
 AS0349'0.5 MILE AND STATION.
 AS0349'
 AS0349'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 AS0349'BRASS DISK, STAMPED 46 76 A10, SET IN THE TOP OF A 4 INCH X 4
 AS0349'INCH CONCRETE MONUMENT 1 INCH ABOVE THE GROUND.  IT IS 1.8 FEET
 AS0349'SOUTH-SOUTHWEST OF A METAL WITNESS POST, 109 FEET SOUTH OF A 14
 AS0349'INCH PINE TREE, 140 FEET SOUTH-SOUTHWEST OF BOTTOM OF LARGE SAND
 AS0349'DUNE AND 223 FEET NORTH OF APPROXIMATELY HIGH TIDE LINE.
 AS0349'
 AS0349'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0349'TRANSPORTATION BRASS DISK, STAMPED 46 76 A10 RM NO1, SET IN THE
 AS0349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH ABOVE THE
 AS0349'GROUND.  IT IS 0.5 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 AS0349'90 FEET SOUTH-SOUTHWEST OF BOTTOM OF LARGE SAND DUNE AND 100
 AS0349'FEET SOUTHEAST OF A 14 INCH PINE TREE.
 AS0349'
 AS0349'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0349'TRANSPORTATION BRASS DISK, STAMPED 46 76 A10 RM NO2, SET IN THE
 AS0349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AS0349'GROUND.  IT IS 0.5 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 AS0349'61.0 FEET SOUTHWEST OF A 14 INCH PINE TREE AND 90 FEET
 AS0349'SOUTH-SOUTHWEST OF BOTTOM OF LARGE SAND DUNE.
 AS0349
 AS0349                          STATION RECOVERY (1976)
 AS0349
 AS0349'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0349'1.6 MI NW FROM MEXICO BEACH.
 AS0349'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0349'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0349'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0349'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.6 MILE AND
 AS0349'STATION.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0349'MONUMENT 1 INCH ABOVE GROUND.  IT IS 223.0 FEET NORTH OF THE
 AS0349'APPROXIMATE HIGH TIDE MARK, 140.0 FEET SOUTH-SOUTHWEST OF THE BOTTOM
 AS0349'OF A LARGE SAND DUNE, 109.0 FEET SOUTH OF A 14 INCH PINE TREE AND 1.8
 AS0349'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 21, T 6S, R
 AS0349'12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0331 ***********************************************************************
 AS0331  DESIGNATION -  46 76 A10 RM 1
 AS0331  PID         -  AS0331
 AS0331  STATE/COUNTY-  FL/BAY
 AS0331  USGS QUAD   -  BEACON HILL (1982)
 AS0331
 AS0331                         *CURRENT SURVEY CONTROL
 AS0331  ___________________________________________________________________
 AS0331* NAD 83(1986)-  29 57 11.     (N)    085 26 24.     (W)     SCALED    
 AS0331* NAVD 88     -         2.967  (meters)       9.73   (feet)  ADJUSTED  
 AS0331  ___________________________________________________________________
 AS0331  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0331  DYNAMIC HT  -           2.963 (meters)       9.72  (feet)  COMP
 AS0331  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 AS0331
 AS0331  VERT ORDER  -  SECOND    CLASS II
 AS0331
 AS0331.The horizontal coordinates were scaled from a topographic map and have
 AS0331.an estimated accuracy of +/- 6 seconds.
 AS0331
 AS0331.The orthometric height was determined by differential leveling
 AS0331.and adjusted by the National Geodetic Survey in June 1991..
 AS0331
 AS0331.The geoid height was determined by GEOID03.
 AS0331
 AS0331.The dynamic height is computed by dividing the NAVD 88
 AS0331.geopotential number by the normal gravity value computed on the
 AS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0331.degrees latitude (g = 980.6199 gals.).
 AS0331
 AS0331.The modeled gravity was interpolated from observed gravity values.
 AS0331
 AS0331;                    North         East    Units  Estimated Accuracy
 AS0331;SPC FL N     -   106,020.      509,270.      MT  (+/- 180 meters Scaled)
 AS0331
 AS0331                          SUPERSEDED SURVEY CONTROL
 AS0331
 AS0331.No superseded survey control is available for this station.
 AS0331
 AS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU505146(NAD 83)
 AS0331_MARKER: DD = SURVEY DISK
 AS0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0331_STAMPING: 46 76 A10 RM NO 1
 AS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0331+STABILITY: SURFACE MOTION
 AS0331
 AS0331  HISTORY     - Date     Condition        Report By
 AS0331  HISTORY     - 1976     MONUMENTED       FLDT
 AS0331  HISTORY     - 1976     GOOD             FLDT
 AS0331
 AS0331                          STATION DESCRIPTION
 AS0331
 AS0331'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0331'1.6 MI NW FROM MEXICO BEACH.
 AS0331'FROM THE U.S.POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S. ROUTE
 AS0331'98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN GO
 AS0331'SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE STREET,
 AS0331'THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.6 MILE AND REFERENCE
 AS0331'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0331'MONUMENT 1 INCH ABOVE GROUND.  IT IS 100.0 FEET SOUTHEAST OF A 14 INCH
 AS0331'PINE TREE, 90.0 FEET SOUTH-SOUTHWEST OF THE BOTTOM OF A LARGE SAND
 AS0331'DUNE AND 0.5 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 21,
 AS0331'T6S, R12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0340 ***********************************************************************
 AS0340  DESIGNATION -  46 76 A10 RM 2
 AS0340  PID         -  AS0340
 AS0340  STATE/COUNTY-  FL/BAY
 AS0340  USGS QUAD   -  BEACON HILL (1982)
 AS0340
 AS0340                         *CURRENT SURVEY CONTROL
 AS0340  ___________________________________________________________________
 AS0340* NAD 83(1986)-  29 57 11.     (N)    085 26 24.     (W)     SCALED    
 AS0340* NAVD 88     -         2.706  (meters)       8.88   (feet)  ADJUSTED  
 AS0340  ___________________________________________________________________
 AS0340  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0340  DYNAMIC HT  -           2.702 (meters)       8.86  (feet)  COMP
 AS0340  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 AS0340
 AS0340  VERT ORDER  -  SECOND    CLASS II
 AS0340
 AS0340.The horizontal coordinates were scaled from a topographic map and have
 AS0340.an estimated accuracy of +/- 6 seconds.
 AS0340
 AS0340.The orthometric height was determined by differential leveling
 AS0340.and adjusted by the National Geodetic Survey in June 1991..
 AS0340
 AS0340.The geoid height was determined by GEOID03.
 AS0340
 AS0340.The dynamic height is computed by dividing the NAVD 88
 AS0340.geopotential number by the normal gravity value computed on the
 AS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0340.degrees latitude (g = 980.6199 gals.).
 AS0340
 AS0340.The modeled gravity was interpolated from observed gravity values.
 AS0340
 AS0340;                    North         East    Units  Estimated Accuracy
 AS0340;SPC FL N     -   106,020.      509,270.      MT  (+/- 180 meters Scaled)
 AS0340
 AS0340                          SUPERSEDED SURVEY CONTROL
 AS0340
 AS0340.No superseded survey control is available for this station.
 AS0340
 AS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU505146(NAD 83)
 AS0340_MARKER: DD = SURVEY DISK
 AS0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0340_STAMPING: 46 76 A10 RM NO 2
 AS0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0340+STABILITY: SURFACE MOTION
 AS0340
 AS0340  HISTORY     - Date     Condition        Report By
 AS0340  HISTORY     - 1976     MONUMENTED       FLDT
 AS0340  HISTORY     - 1976     GOOD             FLDT
 AS0340
 AS0340                          STATION DESCRIPTION
 AS0340
 AS0340'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0340'1.6 MI NW FROM MEXICO BEACH.
 AS0340'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0340'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0340'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0340'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.6 MILE AND
 AS0340'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0340'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 90.0 FEET
 AS0340'SOUTH-SOUTHWEST OF THE BOTTOM OF A LARGE SAND DUNE, 61.0 FEET
 AS0340'SOUTHWEST OF A 14 INCH PINE TREE AND 0.5 FOOT SOUTH-SOUTHWEST OF A
 AS0340'METAL WITNESS POST.  SECTION 21, T 6S, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0350 ***********************************************************************
 AS0350  DESIGNATION -  46 76 A11
 AS0350  PID         -  AS0350
 AS0350  STATE/COUNTY-  FL/BAY
 AS0350  USGS QUAD   -  BEACON HILL (1982)
 AS0350
 AS0350                         *CURRENT SURVEY CONTROL
 AS0350  ___________________________________________________________________
 AS0350* NAD 83(1990)-  29 57 23.73460(N)    085 26 52.11535(W)     ADJUSTED  
 AS0350* NAVD 88     -         5.002  (meters)      16.41   (feet)  ADJUSTED  
 AS0350  ___________________________________________________________________
 AS0350  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AS0350  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0350  DYNAMIC HT  -           4.996 (meters)      16.39  (feet)  COMP
 AS0350  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 AS0350
 AS0350  HORZ ORDER  -  SECOND
 AS0350  VERT ORDER  -  SECOND    CLASS II
 AS0350
 AS0350.The horizontal coordinates were established by classical geodetic methods
 AS0350.and adjusted by the National Geodetic Survey in May 1991..
 AS0350
 AS0350.The orthometric height was determined by differential leveling
 AS0350.and adjusted by the National Geodetic Survey in June 1991..
 AS0350
 AS0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0350
 AS0350.The geoid height was determined by GEOID03.
 AS0350
 AS0350.The dynamic height is computed by dividing the NAVD 88
 AS0350.geopotential number by the normal gravity value computed on the
 AS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0350.degrees latitude (g = 980.6199 gals.).
 AS0350
 AS0350.The modeled gravity was interpolated from observed gravity values.
 AS0350
 AS0350;                    North         East     Units Scale Factor Converg.
 AS0350;SPC FL N     -   106,415.930   508,514.740   MT  0.99995515   -0 28 34.7
 AS0350;SPC FL N     -   349,132.93  1,668,352.11   sFT  0.99995515   -0 28 34.7
 AS0350;UTM  16      - 3,314,988.753   649,779.512   MT  0.99987679   +0 46 30.8
 AS0350
 AS0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0350!SPC FL N     -   1.00000353  x   0.99995515  =   0.99995868
 AS0350!UTM  16      -   1.00000353  x   0.99987679  =   0.99988032
 AS0350
 AS0350:                Primary Azimuth Mark                     Grid Az
 AS0350:SPC FL N     -  MEXICO BEACH MUNICIPAL TANK              109 03 27.6
 AS0350:UTM  16      -  MEXICO BEACH MUNICIPAL TANK              107 48 22.1
 AS0350
 AS0350|---------------------------------------------------------------------|
 AS0350| PID    Reference Object                     Distance      Geod. Az  |
 AS0350|                                                           dddmmss.s |
 AS0350| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 3.8 KM 1083452.9 |
 AS0350| AS0349 46 76 A10                           APPROX. 0.8 KM 1162437.2 |
 AS0350| CW1685 46 76 A11 RM 2                       18.576 METERS 11639     |
 AS0350| AS0332 46 76 A11 RM 1                       16.615 METERS 35259     |
 AS0350|---------------------------------------------------------------------|
 AS0350
 AS0350                          SUPERSEDED SURVEY CONTROL
 AS0350
 AS0350  NAD 83(1986)-  29 57 23.74635(N)    085 26 52.13032(W) AD(       ) 2
 AS0350  NAD 27      -  29 57 23.00515(N)    085 26 52.41160(W) AD(       ) 2
 AS0350  NGVD 29 (07/19/86)    5.14   (m)           16.9    (f) LEVELING    3  
 AS0350
 AS0350.Superseded values are not recommended for survey control.
 AS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0350.See file dsdata.txt to determine how the superseded data were derived.
 AS0350
 AS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4978014989(NAD 83)
 AS0350_MARKER: DD = SURVEY DISK
 AS0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0350_STAMPING: 46 76 A11
 AS0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0350+STABILITY: SURFACE MOTION
 AS0350
 AS0350  HISTORY     - Date     Condition        Report By
 AS0350  HISTORY     - 1976     MONUMENTED       FLDT
 AS0350  HISTORY     - 1976     GOOD             FLDT
 AS0350  HISTORY     - 1980     GOOD             NOS
 AS0350
 AS0350                          STATION DESCRIPTION
 AS0350
 AS0350'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0350'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF CALLAWAY AND ABOUT
 AS0350'2 MILES NORTHWEST OF MEXICO BEACH ON THE GULF OF MEXICO BEACH.
 AS0350'
 AS0350'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0350'NORTHWEST ON U.S. ROUTE 98 FOR 0.6 MILE TO 43RD STREET.  TURN LEFT
 AS0350'ON 43RD STREET AND GO SOUTHWESTERLY FOR 0.35 MILE TO END OF
 AS0350'ROAD.  FROM THIS POINT ON A 4 WHEEL DRIVE VEHICLE IS NEEDED TO
 AS0350'CONTINUE OR WALK IN A NORTHWESTERLY DIRECTION ALONG BEACH FOR
 AS0350'1.0 MILE AND STATION.
 AS0350'
 AS0350'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0350'RESOURCES BRASS DISK, STAMPED 46 76 A11, SET IN THE TOP OF A
 AS0350'ROUND CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 3.0 FEET
 AS0350'SOUTH OF A METAL WITNESS POST, 50 FEET NORTHEAST OF A 5 INCH
 AS0350'WOODEN POST, 61.0 FEET SOUTH-SOUTHWEST OF CENTER OF A SAND TRAIL
 AS0350'ROAD AND 61.7 FEET WEST OF A PROPERTY CORNER MARK.
 AS0350'
 AS0350'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0350'TRANSPORTATION BRASS DISK, STAMPED 46 76 A11 RM NO1, SET IN THE
 AS0350'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 AS0350'GROUND.  IT IS 0.5 FOOT SOUTH OF A METAL WITNESS POST, 9.0 FEET
 AS0350'SOUTH OF CENTER OF A SAND TRAIL ROAD AND 84.6 FEET NORTH OF A 5
 AS0350'INCH WOODEN POST.
 AS0350'
 AS0350'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0350'NATURAL RESOURCES BRASS DISK, STAMPED R-122 BAY 73, SET IN THE
 AS0350'TOP OF A 5 INCH X 5 INCH CONCRETE MONUMENT FLUSH WITH THE
 AS0350'GROUND.  IT IS 0.7 FOOT WEST OF A PROPERTY CORNER MONUMENT,
 AS0350'1.2 FEET SOUTH OF A METAL WITNESS POST, 24.7 FEET NORTH OF A 4
 AS0350'INCH WOODEN POST AND 63-1/2 FEET SOUTH OF CENTER OF A SAND TRAIL
 AS0350'ROAD.
 AS0350
 AS0350                          STATION RECOVERY (1976)
 AS0350
 AS0350'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0350'2.1 MI NW FROM MEXICO BEACH.
 AS0350'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO NORTHWEST ON U.S. ROUTE
 AS0350'98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN GO
 AS0350'SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE STREET,
 AS0350'THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 1.1 MILES AND STATION.
 AS0350'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW
 AS0350'GROUND.  IT IS 61.7 FEET WEST OF A PROPERTY CORNER MONUMENT, 61.0 FEET
 AS0350'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND TRAIL ROAD, 50.0
 AS0350'FEET NORTHEAST OF A 5 INCH POST AND 3.0 FEET SOUTH OF A METAL WITNESS
 AS0350'POST.  SECTION 16, T 6S, R 12W.
 AS0350
 AS0350                          STATION RECOVERY (1980)
 AS0350
 AS0350'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AS0350'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0332 ***********************************************************************
 AS0332  DESIGNATION -  46 76 A11 RM 1
 AS0332  PID         -  AS0332
 AS0332  STATE/COUNTY-  FL/BAY
 AS0332  USGS QUAD   -  BEACON HILL (1982)
 AS0332
 AS0332                         *CURRENT SURVEY CONTROL
 AS0332  ___________________________________________________________________
 AS0332* NAD 83(1986)-  29 57 24.     (N)    085 26 52.     (W)     SCALED    
 AS0332* NAVD 88     -         5.259  (meters)      17.25   (feet)  ADJUSTED  
 AS0332  ___________________________________________________________________
 AS0332  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0332  DYNAMIC HT  -           5.252 (meters)      17.23  (feet)  COMP
 AS0332  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 AS0332
 AS0332  VERT ORDER  -  SECOND    CLASS II
 AS0332
 AS0332.The horizontal coordinates were scaled from a topographic map and have
 AS0332.an estimated accuracy of +/- 6 seconds.
 AS0332
 AS0332.The orthometric height was determined by differential leveling
 AS0332.and adjusted by the National Geodetic Survey in June 1991..
 AS0332
 AS0332.The geoid height was determined by GEOID03.
 AS0332
 AS0332.The dynamic height is computed by dividing the NAVD 88
 AS0332.geopotential number by the normal gravity value computed on the
 AS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0332.degrees latitude (g = 980.6199 gals.).
 AS0332
 AS0332.The modeled gravity was interpolated from observed gravity values.
 AS0332
 AS0332;                    North         East    Units  Estimated Accuracy
 AS0332;SPC FL N     -   106,420.      508,520.      MT  (+/- 180 meters Scaled)
 AS0332
 AS0332                          SUPERSEDED SURVEY CONTROL
 AS0332
 AS0332.No superseded survey control is available for this station.
 AS0332
 AS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU497149(NAD 83)
 AS0332_MARKER: DD = SURVEY DISK
 AS0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0332_STAMPING: 46 76 A11 RM NO 1
 AS0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0332+STABILITY: SURFACE MOTION
 AS0332
 AS0332  HISTORY     - Date     Condition        Report By
 AS0332  HISTORY     - 1976     MONUMENTED       FLDT
 AS0332  HISTORY     - 1976     GOOD             FLDT
 AS0332
 AS0332                          STATION DESCRIPTION
 AS0332
 AS0332'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0332'2.1 MI NW FROM MEXICO BEACH.
 AS0332'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0332'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0332'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0332'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 1.1 MILES AND
 AS0332'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0332'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 84.6 FEET NORTH OF A 5
 AS0332'INCH POST, 9.0 FEET SOUTH OF THE APPROXIMATE CENTER OF A SAND TRAIL
 AS0332'ROAD AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 16, T 6S, R
 AS0332'12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0836 ***********************************************************************
 AS0836  DESIGNATION -  46 76 A12
 AS0836  PID         -  AS0836
 AS0836  STATE/COUNTY-  FL/BAY
 AS0836  USGS QUAD   -  BEACON HILL (1982)
 AS0836
 AS0836                         *CURRENT SURVEY CONTROL
 AS0836  ___________________________________________________________________
 AS0836* NAD 83(1990)-  29 57 50.10978(N)    085 26 42.36474(W)     ADJUSTED  
 AS0836* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 AS0836  ___________________________________________________________________
 AS0836  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AS0836  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AS0836
 AS0836  HORZ ORDER  -  SECOND
 AS0836
 AS0836.The horizontal coordinates were established by classical geodetic methods
 AS0836.and adjusted by the National Geodetic Survey in May 1991..
 AS0836
 AS0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AS0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AS0836
 AS0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0836
 AS0836.The geoid height was determined by GEOID03.
 AS0836
 AS0836;                    North         East     Units Scale Factor Converg.
 AS0836;SPC FL N     -   107,225.844   508,782.898   MT  0.99995469   -0 28 29.8
 AS0836;SPC FL N     -   351,790.12  1,669,231.89   sFT  0.99995469   -0 28 29.8
 AS0836;UTM  16      - 3,315,804.268   650,029.896   MT  0.99987771   +0 46 36.3
 AS0836
 AS0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0836!SPC FL N     -   1.00000332  x   0.99995469  =   0.99995801
 AS0836!UTM  16      -   1.00000332  x   0.99987771  =   0.99988103
 AS0836
 AS0836|---------------------------------------------------------------------|
 AS0836| PID    Reference Object                     Distance      Geod. Az  |
 AS0836|                                                           dddmmss.s |
 AS0836| AS0254 GOOSE RESET                          27.144 METERS 08308     |
 AS0836| AS0347 46 76 A08                           APPROX. 2.0 KM 1233144.3 |
 AS0836|---------------------------------------------------------------------|
 AS0836
 AS0836                          SUPERSEDED SURVEY CONTROL
 AS0836
 AS0836  NAD 83(1986)-  29 57 50.12141(N)    085 26 42.37965(W) AD(       ) 2
 AS0836  NAD 27      -  29 57 49.37857(N)    085 26 42.66022(W) AD(       ) 2
 AS0836  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 AS0836
 AS0836.Superseded values are not recommended for survey control.
 AS0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0836.See file dsdata.txt to determine how the superseded data were derived.
 AS0836
 AS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5003015804(NAD 83)
 AS0836_MARKER: DD = SURVEY DISK
 AS0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AS0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0836+STABILITY: SURFACE MOTION
 AS0836
 AS0836  HISTORY     - Date     Condition        Report By
 AS0836  HISTORY     - 1976     MONUMENTED       FLDT
 AS0836
 AS0836                          STATION DESCRIPTION
 AS0836
 AS0836'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0836'STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF PANAMA CITY, 13
 AS0836'MILES SOUTHEAST OF PARKER AND 1/4 MILE SOUTHEAST OF THE EAST
 AS0836'ENTRANCE TO TYNDALL AIR FORCE BASE, ON THE NORTHEAST SIDE OF
 AS0836'U.S. ROUTE 98.
 AS0836'
 AS0836'TO REACH STATION FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE
 AS0836'ROUTE 386 AT MEXICO BEACH, GO NORTHWEST ON U.S. ROUTE 98 FOR 4.3
 AS0836'MILES TO A SIDE ROAD RIGHT AND STATION, AS DESCRIBED.
 AS0836'
 AS0836'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 AS0836'BRASS DISK, STAMPED 46 76 A12, SET IN THE TOP OF A 4 INCH
 AS0836'SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 AS0836'IS 27.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 24.0 FEET
 AS0836'SOUTHWEST OF A WITNESS POST, 26.0 FEET SOUTHWEST OF A POST FOR A
 AS0836'LAND FILL SIGN, 36.5 FEET NORTHWEST OF CENTER OF A DIRT ROAD AND
 AS0836'45.2 FEET NORTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98
 AS0836'AND DIRT ROAD, NORTH.
 AS0836'
 AS0836'REFERENCE MARKS WERE NOT SET AT THIS STATION.  STATION IS AT
 AS0836'SAME LOCATION AS TRIANGULATION STATION GOOSE 1934 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1487 ***********************************************************************
 BE1487  DESIGNATION -  46 76 B01
 BE1487  PID         -  BE1487
 BE1487  STATE/COUNTY-  FL/BAY
 BE1487  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1487
 BE1487                         *CURRENT SURVEY CONTROL
 BE1487  ___________________________________________________________________
 BE1487* NAD 83(1990)-  30 15 47.39698(N)    085 58 48.05579(W)     ADJUSTED  
 BE1487* NAVD 88     -         6.792  (meters)      22.28   (feet)  ADJUSTED  
 BE1487  ___________________________________________________________________
 BE1487  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BE1487  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1487  DYNAMIC HT  -           6.783 (meters)      22.25  (feet)  COMP
 BE1487  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 BE1487
 BE1487  HORZ ORDER  -  SECOND
 BE1487  VERT ORDER  -  SECOND    CLASS II
 BE1487
 BE1487.The horizontal coordinates were established by classical geodetic methods
 BE1487.and adjusted by the National Geodetic Survey in May 1991..
 BE1487
 BE1487.The orthometric height was determined by differential leveling
 BE1487.and adjusted by the National Geodetic Survey in June 1991..
 BE1487
 BE1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1487
 BE1487.The geoid height was determined by GEOID03.
 BE1487
 BE1487.The dynamic height is computed by dividing the NAVD 88
 BE1487.geopotential number by the normal gravity value computed on the
 BE1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1487.degrees latitude (g = 980.6199 gals.).
 BE1487
 BE1487.The modeled gravity was interpolated from observed gravity values.
 BE1487
 BE1487;                    North         East     Units Scale Factor Converg.
 BE1487;SPC FL N     -   140,943.220   457,588.241   MT  0.99994983   -0 44 37.5
 BE1487;SPC FL N     -   462,411.21  1,501,270.75   sFT  0.99994983   -0 44 37.5
 BE1487;UTM  16      - 3,348,387.014   598,117.115   MT  0.99971877   +0 30 50.7
 BE1487
 BE1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1487!SPC FL N     -   1.00000327  x   0.99994983  =   0.99995310
 BE1487!UTM  16      -   1.00000327  x   0.99971877  =   0.99972204
 BE1487
 BE1487|---------------------------------------------------------------------|
 BE1487| PID    Reference Object                     Distance      Geod. Az  |
 BE1487|                                                           dddmmss.s |
 BE1487| BE1368 46 76 B01 RM 1                       20.979 METERS 08900     |
 BE1487| BE1364 60 76 A39                           APPROX. 1.3 KM 3050116.5 |
 BE1487| BE1528 46 76 B01 RM 2                                     32902     |
 BE1487|---------------------------------------------------------------------|
 BE1487
 BE1487                          SUPERSEDED SURVEY CONTROL
 BE1487
 BE1487  NAD 83(1986)-  30 15 47.40865(N)    085 58 48.06476(W) AD(       ) 2
 BE1487  NAD 27      -  30 15 46.68180(N)    085 58 48.29011(W) AD(       ) 2
 BE1487  NGVD 29 (07/19/86)    6.93   (m)           22.7    (f) LEVELING    3  
 BE1487
 BE1487.Superseded values are not recommended for survey control.
 BE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1487.See file dsdata.txt to determine how the superseded data were derived.
 BE1487
 BE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9811748387(NAD 83)
 BE1487_MARKER: DD = SURVEY DISK
 BE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1487_STAMPING: 46 76 B01
 BE1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1487+STABILITY: SURFACE MOTION
 BE1487
 BE1487  HISTORY     - Date     Condition        Report By
 BE1487  HISTORY     - 1976     MONUMENTED       FLDT
 BE1487  HISTORY     - 1977     GOOD             FLDT
 BE1487
 BE1487                          STATION DESCRIPTION
 BE1487
 BE1487'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1487'STATION IS LOCATED ABOUT 20-1/2 MILES WEST-SOUTHWEST OF
 BE1487'SOUTHPORT, ABOUT 20 MILES NORTHWEST OF PANAMA CITY AND ABOUT
 BE1487'5-1/2 MILES NORTHWEST OF PANAMA CITY BEACH, ON SAND DUNE
 BE1487'SOUTHEAST OF PINNACLE POINT CONDOMINIUMS.
 BE1487'
 BE1487'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1487'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO U.S. ROUTE 98.  TURN
 BE1487'RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR 6.1 MILES TO PINNACLE
 BE1487'POINT ENTRANCE.  TURN LEFT AND GO WESTERLY ON PINNACLE POINT
 BE1487'ENTRANCE ROAD FOR 0.3 MILE TO PINNACLE POINT CONDOMINIUMS, FROM
 BE1487'THIS POINT TRAVEL BY FOOT IN A SOUTHEASTERLY DIRECTION FOR 0.2
 BE1487'MILE AND STATION.
 BE1487'
 BE1487'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1487'BRASS DISK, STAMPED 46 76 B01, SET IN THE TOP OF A ROUND CONCRETE
 BE1487'MONUMENT FLUSH WITH THE GROUND.  IT IS 2.2 FEET SOUTHWEST OF A
 BE1487'METAL WITNESS POST, 13.0 FEET NORTHEAST OF SOUTH EDGE OF SAND
 BE1487'DUNE AND 15.0 FEET SOUTHWEST OF NORTH EDGE OF SAND DUNE.
 BE1487'
 BE1487'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1487'TRANSPORTATION BRASS DISK, STAMPED 46 76 B01 RM NO1, SET IN THE
 BE1487'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1487'GROUND.  IT IS 1.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 BE1487'AND 11.0 FEET NORTHEAST OF SAND DUNE LINE.
 BE1487'
 BE1487'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1487'TRANSPORTATION BRASS DISK, STAMPED 46 76 B01 RM NO2, SET IN THE
 BE1487'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1487'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 3.0
 BE1487'FEET SOUTHWEST OF VEGETATION LINE AND 18.0 FEET NORTHEAST OF A
 BE1487'SAND DUNE LINE.
 BE1487
 BE1487                          STATION RECOVERY (1977)
 BE1487
 BE1487'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1487'6.6 MI NW FROM PANAMA CITY.
 BE1487'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1487'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1487'U.S. ROUTE 98 FOR ABOUT 6.1 MILES TO THE ENTRANCE TO PINNACLE POINT,
 BE1487'THEN GO WESTERLY ON THE ENTRANCE ROAD FOR ABOUT 0.3 MILE TO THE
 BE1487'PINNACLE POINT CONDOMINIUMS, THEN GO SOUTHEASTERLY ON FOOT ALONG THE
 BE1487'SAND DUNE LINE FOR ABOUT 0.2 MILE AND STATION.  WHICH IS SET IN THE
 BE1487'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 15.0
 BE1487'FEET SOUTHWEST OF THE NORTH EDGE OF SAND DUNE, 13.0 FEET NORTHEAST OF
 BE1487'THE SOUTH EDGE OF SAND DUNE AND 2.2 FEET SOUTHWEST OF A METAL WITNESS
 BE1487'POST.  SECTION 6, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1368 ***********************************************************************
 BE1368  DESIGNATION -  46 76 B01 RM 1
 BE1368  PID         -  BE1368
 BE1368  STATE/COUNTY-  FL/BAY
 BE1368  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1368
 BE1368                         *CURRENT SURVEY CONTROL
 BE1368  ___________________________________________________________________
 BE1368* NAD 83(1986)-  30 15 47.     (N)    085 58 48.     (W)     SCALED    
 BE1368* NAVD 88     -         4.730  (meters)      15.52   (feet)  ADJUSTED  
 BE1368  ___________________________________________________________________
 BE1368  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1368  DYNAMIC HT  -           4.724 (meters)      15.50  (feet)  COMP
 BE1368  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 BE1368
 BE1368  VERT ORDER  -  SECOND    CLASS II
 BE1368
 BE1368.The horizontal coordinates were scaled from a topographic map and have
 BE1368.an estimated accuracy of +/- 6 seconds.
 BE1368
 BE1368.The orthometric height was determined by differential leveling
 BE1368.and adjusted by the National Geodetic Survey in June 1991..
 BE1368
 BE1368.The geoid height was determined by GEOID03.
 BE1368
 BE1368.The dynamic height is computed by dividing the NAVD 88
 BE1368.geopotential number by the normal gravity value computed on the
 BE1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1368.degrees latitude (g = 980.6199 gals.).
 BE1368
 BE1368.The modeled gravity was interpolated from observed gravity values.
 BE1368
 BE1368;                    North         East    Units  Estimated Accuracy
 BE1368;SPC FL N     -   140,930.      457,590.      MT  (+/- 180 meters Scaled)
 BE1368
 BE1368                          SUPERSEDED SURVEY CONTROL
 BE1368
 BE1368.No superseded survey control is available for this station.
 BE1368
 BE1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU981483(NAD 83)
 BE1368_MARKER: DD = SURVEY DISK
 BE1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1368_STAMPING: 46 76 B02 RM NO 1
 BE1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1368+STABILITY: SURFACE MOTION
 BE1368
 BE1368  HISTORY     - Date     Condition        Report By
 BE1368  HISTORY     - 1976     MONUMENTED       FLDT
 BE1368  HISTORY     - 1977     GOOD             FLDT
 BE1368
 BE1368                          STATION DESCRIPTION
 BE1368
 BE1368'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1368'5.45 MI NW FROM PANAMA CITY BEACH.
 BE1368'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1368'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1368'U.S. ROUTE 98 FOR ABOUT 5.45 MILES TO THE JUNCTION OF PALM DRIVE AND
 BE1368'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1368'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 52.5 FEET
 BE1368'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 38.0 FEET EAST-SOUTHEAST
 BE1368'OF CENTER OF PALM DRIVE, 5.8 FEET NORTHEAST OF A POWER POLE AND 1.1
 BE1368'FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 5, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1528 ***********************************************************************
 BE1528  DESIGNATION -  46 76 B01 RM 2
 BE1528  PID         -  BE1528
 BE1528  STATE/COUNTY-  FL/BAY
 BE1528  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1528
 BE1528                         *CURRENT SURVEY CONTROL
 BE1528  ___________________________________________________________________
 BE1528* NAD 83(1986)-  30 15 48.     (N)    085 58 48.     (W)     SCALED    
 BE1528* NAVD 88     -         4.899  (meters)      16.07   (feet)  ADJUSTED  
 BE1528  ___________________________________________________________________
 BE1528  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1528  DYNAMIC HT  -           4.893 (meters)      16.05  (feet)  COMP
 BE1528  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 BE1528
 BE1528  VERT ORDER  -  SECOND    CLASS II
 BE1528
 BE1528.The horizontal coordinates were scaled from a topographic map and have
 BE1528.an estimated accuracy of +/- 6 seconds.
 BE1528
 BE1528.The orthometric height was determined by differential leveling
 BE1528.and adjusted by the National Geodetic Survey in June 1991..
 BE1528
 BE1528.The geoid height was determined by GEOID03.
 BE1528
 BE1528.The dynamic height is computed by dividing the NAVD 88
 BE1528.geopotential number by the normal gravity value computed on the
 BE1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1528.degrees latitude (g = 980.6199 gals.).
 BE1528
 BE1528.The modeled gravity was interpolated from observed gravity values.
 BE1528
 BE1528;                    North         East    Units  Estimated Accuracy
 BE1528;SPC FL N     -   140,960.      457,590.      MT  (+/- 180 meters Scaled)
 BE1528
 BE1528                          SUPERSEDED SURVEY CONTROL
 BE1528
 BE1528.No superseded survey control is available for this station.
 BE1528
 BE1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU981484(NAD 83)
 BE1528_MARKER: DD = SURVEY DISK
 BE1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1528_STAMPING: 46 76 B01 RM NO 2
 BE1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1528+STABILITY: SURFACE MOTION
 BE1528
 BE1528  HISTORY     - Date     Condition        Report By
 BE1528  HISTORY     - 1976     MONUMENTED       FLDT
 BE1528  HISTORY     - 1977     GOOD             FLDT
 BE1528
 BE1528                          STATION DESCRIPTION
 BE1528
 BE1528'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1528'6.6 MI NW FROM PANAMA CITY BEACH.
 BE1528'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1528'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1528'U.S. ROUTE 98 FOR ABOUT 6.1 MILES TO THE ENTRANCE TO PINNACLE POINT,
 BE1528'THEN GO WESTERLY ON THE ENTRANCE ROAD FOR ABOUT 0.3 MILE TO THE
 BE1528'PINNACLE POINT CONDOMINIUMS, THEN GO SOUTHEASTERLY ON FOOT ALONG THE
 BE1528'SAND DUNE LINE FOR ABOUT 0.2 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BE1528'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1528'GROUND.  IT IS 18.0 FEET NORTHEAST OF THE SAND DUNE LINE, 3.0 FEET
 BE1528'SOUTHWEST OF THE VEGETATION LINE AND 1.5 FEET SOUTHWEST OF A METAL
 BE1528'WITNESS POST.  6, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1488 ***********************************************************************
 BE1488  DESIGNATION -  46 76 B02
 BE1488  PID         -  BE1488
 BE1488  STATE/COUNTY-  FL/BAY
 BE1488  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1488
 BE1488                         *CURRENT SURVEY CONTROL
 BE1488  ___________________________________________________________________
 BE1488* NAD 83(1990)-  30 15 34.16637(N)    085 58 11.71649(W)     ADJUSTED  
 BE1488* NAVD 88     -         3.895  (meters)      12.78   (feet)  ADJUSTED  
 BE1488  ___________________________________________________________________
 BE1488  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BE1488  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1488  DYNAMIC HT  -           3.890 (meters)      12.76  (feet)  COMP
 BE1488  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BE1488
 BE1488  HORZ ORDER  -  SECOND
 BE1488  VERT ORDER  -  SECOND    CLASS II
 BE1488
 BE1488.The horizontal coordinates were established by classical geodetic methods
 BE1488.and adjusted by the National Geodetic Survey in May 1991..
 BE1488
 BE1488.The orthometric height was determined by differential leveling
 BE1488.and adjusted by the National Geodetic Survey in June 1991..
 BE1488
 BE1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1488
 BE1488.The geoid height was determined by GEOID03.
 BE1488
 BE1488.The dynamic height is computed by dividing the NAVD 88
 BE1488.geopotential number by the normal gravity value computed on the
 BE1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1488.degrees latitude (g = 980.6199 gals.).
 BE1488
 BE1488.The modeled gravity was interpolated from observed gravity values.
 BE1488
 BE1488;                    North         East     Units Scale Factor Converg.
 BE1488;SPC FL N     -   140,523.291   458,554.235   MT  0.99994972   -0 44 19.2
 BE1488;SPC FL N     -   461,033.50  1,504,440.02   sFT  0.99994972   -0 44 19.2
 BE1488;UTM  16      - 3,347,988.482   599,091.870   MT  0.99972114   +0 31 08.8
 BE1488
 BE1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1488!SPC FL N     -   1.00000372  x   0.99994972  =   0.99995344
 BE1488!UTM  16      -   1.00000372  x   0.99972114  =   0.99972486
 BE1488
 BE1488|---------------------------------------------------------------------|
 BE1488| PID    Reference Object                     Distance      Geod. Az  |
 BE1488|                                                           dddmmss.s |
 BE1488| BE1450 46 76 B02 RM 2                       11.550 METERS 10003     |
 BE1488| BE1487 46 76 B01                           APPROX. 1.1 KM 2924523.3 |
 BE1488| BE1369 46 76 B02 RM 1                       10.892 METERS 31709     |
 BE1488|---------------------------------------------------------------------|
 BE1488
 BE1488                          SUPERSEDED SURVEY CONTROL
 BE1488
 BE1488  NAD 83(1986)-  30 15 34.17795(N)    085 58 11.72548(W) AD(       ) 2
 BE1488  NAD 27      -  30 15 33.45077(N)    085 58 11.95175(W) AD(       ) 2
 BE1488  NGVD 29 (07/19/86)    4.03   (m)           13.2    (f) LEVELING    3  
 BE1488
 BE1488.Superseded values are not recommended for survey control.
 BE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1488.See file dsdata.txt to determine how the superseded data were derived.
 BE1488
 BE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9909247988(NAD 83)
 BE1488_MARKER: DD = SURVEY DISK
 BE1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1488_STAMPING: 46 76 B02
 BE1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1488+STABILITY: SURFACE MOTION
 BE1488
 BE1488  HISTORY     - Date     Condition        Report By
 BE1488  HISTORY     - 1976     MONUMENTED       FLDT
 BE1488  HISTORY     - 1977     GOOD             FLDT
 BE1488
 BE1488                          STATION DESCRIPTION
 BE1488
 BE1488'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1488'STATION IS LOCATED ABOUT 19-3/4 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1488'ABOUT 19-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 5-1/2 MILES
 BE1488'NORTHWEST OF PANAMA CITY BEACH, ON THE NORTHEAST SIDE OF
 BE1488'U.S. ROUTE 98.
 BE1488'
 BE1488'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1488'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1488'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1488'5.4 MILES TO PALM DRIVE AND STATION ON THE RIGHT.
 BE1488'
 BE1488'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1488'BRASS DISK, STAMPED 46 76 B02, SET IN THE TOP OF A ROUND CONCRETE
 BE1488'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 2.2 FEET SOUTHWEST OF A
 BE1488'METAL WITNESS POST, 32.5 FEET SOUTHEAST OF A POWERLINE POLE, 38.5
 BE1488'FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 70.0 FEET
 BE1488'EAST-SOUTHEAST OF CENTER OF PALM DRIVE.
 BE1488'
 BE1488'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1488'TRANSPORTATION BRASS DISK, STAMPED 46 76 B02 RM NO1, SET IN THE
 BE1488'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1488'GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 5.8
 BE1488'FEET NORTHEAST OF A POWERLINE POLE, 38.0 FEET EAST-SOUTHEAST OF
 BE1488'CENTER OF PALM DRIVE AND 52.5 FEET NORTH-NORTHEAST OF CENTER OF
 BE1488'U.S. ROUTE 98.
 BE1488'
 BE1488'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1488'TRANSPORTATION BRASS DISK, STAMPED 46 76 B02 RM NO2, SET IN THE
 BE1488'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE
 BE1488'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 11.0
 BE1488'FEET SOUTHEAST OF SOUTHEAST CORNER OF A WOODEN FENCE AROUND A
 BE1488'SEWAGE PUMP, 48.0 FEET NORTH-NORTHEAST OF CENTERLINE OF U.S. ROUTE
 BE1488'98.
 BE1488
 BE1488                          STATION RECOVERY (1977)
 BE1488
 BE1488'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1488'5.45 MI NW FROM PANAMA CITY BEACH.
 BE1488'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1488'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1488'U.S. ROUTE 98 FOR ABOUT 5.45 MILES TO THE JUNCTION OF PALM DRIVE AND
 BE1488'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH
 BE1488'BELOW GROUND.  IT IS 70.0 FEET EAST-SOUTHEAST OF CENTER OF PALM DRIVE,
 BE1488'38.5 FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 32.5 FEET
 BE1488'SOUTHEAST OF A POWER POLE AND 2.2 FEET SOUTHWEST OF A METAL WITNESS
 BE1488'POST.  SECTION 5, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1369 ***********************************************************************
 BE1369  DESIGNATION -  46 76 B02 RM 1
 BE1369  PID         -  BE1369
 BE1369  STATE/COUNTY-  FL/BAY
 BE1369  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1369
 BE1369                         *CURRENT SURVEY CONTROL
 BE1369  ___________________________________________________________________
 BE1369* NAD 83(1986)-  30 15 34.     (N)    085 58 11.     (W)     SCALED    
 BE1369* NAVD 88     -         4.348  (meters)      14.27   (feet)  ADJUSTED  
 BE1369  ___________________________________________________________________
 BE1369  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1369  DYNAMIC HT  -           4.343 (meters)      14.25  (feet)  COMP
 BE1369  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BE1369
 BE1369  VERT ORDER  -  SECOND    CLASS II
 BE1369
 BE1369.The horizontal coordinates were scaled from a topographic map and have
 BE1369.an estimated accuracy of +/- 6 seconds.
 BE1369
 BE1369.The orthometric height was determined by differential leveling
 BE1369.and adjusted by the National Geodetic Survey in June 1991..
 BE1369
 BE1369.The geoid height was determined by GEOID03.
 BE1369
 BE1369.The dynamic height is computed by dividing the NAVD 88
 BE1369.geopotential number by the normal gravity value computed on the
 BE1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1369.degrees latitude (g = 980.6199 gals.).
 BE1369
 BE1369.The modeled gravity was interpolated from observed gravity values.
 BE1369
 BE1369;                    North         East    Units  Estimated Accuracy
 BE1369;SPC FL N     -   140,520.      458,570.      MT  (+/- 180 meters Scaled)
 BE1369
 BE1369                          SUPERSEDED SURVEY CONTROL
 BE1369
 BE1369.No superseded survey control is available for this station.
 BE1369
 BE1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU991479(NAD 83)
 BE1369
 BE1369  HISTORY     - Date     Condition        Report By
 BE1369  HISTORY     - 1976     MONUMENTED       FLDT
 BE1369
 BE1369                          STATION DESCRIPTION
 BE1369
 BE1369'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1369'STATION IS LOCATED ABOUT 19-3/4 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1369'ABOUT 19-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 5-1/2 MILES
 BE1369'NORTHWEST OF PANAMA CITY BEACH, ON THE NORTHEAST SIDE OF
 BE1369'U.S. ROUTE 98.
 BE1369'
 BE1369'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1369'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1369'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1369'5.4 MILES TO PALM DRIVE AND STATION ON THE RIGHT.
 BE1369'
 BE1369'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1369'TRANSPORTATION BRASS DISK, STAMPED 46 76 B02 RM NO1, SET IN THE
 BE1369'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1369'GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 5.8
 BE1369'FEET NORTHEAST OF A POWERLINE POLE, 38.0 FEET EAST-SOUTHEAST OF
 BE1369'CENTER OF PALM DRIVE AND 52.5 FEET NORTH-NORTHEAST OF CENTER OF
 BE1369'U.S. ROUTE 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1450 ***********************************************************************
 BE1450  DESIGNATION -  46 76 B02 RM 2
 BE1450  PID         -  BE1450
 BE1450  STATE/COUNTY-  FL/BAY
 BE1450  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1450
 BE1450                         *CURRENT SURVEY CONTROL
 BE1450  ___________________________________________________________________
 BE1450* NAD 83(1986)-  30 15 34.     (N)    085 58 11.     (W)     SCALED    
 BE1450* NAVD 88     -         3.738  (meters)      12.26   (feet)  ADJUSTED  
 BE1450  ___________________________________________________________________
 BE1450  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1450  DYNAMIC HT  -           3.733 (meters)      12.25  (feet)  COMP
 BE1450  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BE1450
 BE1450  VERT ORDER  -  SECOND    CLASS II
 BE1450
 BE1450.The horizontal coordinates were scaled from a topographic map and have
 BE1450.an estimated accuracy of +/- 6 seconds.
 BE1450
 BE1450.The orthometric height was determined by differential leveling
 BE1450.and adjusted by the National Geodetic Survey in June 1991..
 BE1450
 BE1450.The geoid height was determined by GEOID03.
 BE1450
 BE1450.The dynamic height is computed by dividing the NAVD 88
 BE1450.geopotential number by the normal gravity value computed on the
 BE1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1450.degrees latitude (g = 980.6199 gals.).
 BE1450
 BE1450.The modeled gravity was interpolated from observed gravity values.
 BE1450
 BE1450;                    North         East    Units  Estimated Accuracy
 BE1450;SPC FL N     -   140,520.      458,570.      MT  (+/- 180 meters Scaled)
 BE1450
 BE1450                          SUPERSEDED SURVEY CONTROL
 BE1450
 BE1450.No superseded survey control is available for this station.
 BE1450
 BE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU991479(NAD 83)
 BE1450_MARKER: DD = SURVEY DISK
 BE1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1450_STAMPING: 46 76 B02 RM NO 2
 BE1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1450+STABILITY: SURFACE MOTION
 BE1450
 BE1450  HISTORY     - Date     Condition        Report By
 BE1450  HISTORY     - 1976     MONUMENTED       FLDT
 BE1450  HISTORY     - 1977     GOOD             FLDT
 BE1450
 BE1450                          STATION DESCRIPTION
 BE1450
 BE1450'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1450'5.45 MI NW FROM PANAMA CITY BEACH.
 BE1450'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1450'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1450'U.S. ROUTE 98 FOR ABOUT 5.45 MILES TO THE JUNCTION OF PALM DRIVE AND
 BE1450'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1450'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 48.0 FEET
 BE1450'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 11.0 FEET SOUTHEAST OF THE
 BE1450'SOUTHEAST CORNER OF A WOODEN FENCE AROUND A SEWAGE PUMP AND 1.4 FEET
 BE1450'SOUTHWEST OF A METAL WITNESS POST.  SECTION 5, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1489 ***********************************************************************
 BE1489  DESIGNATION -  46 76 B03
 BE1489  PID         -  BE1489
 BE1489  STATE/COUNTY-  FL/BAY
 BE1489  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1489
 BE1489                         *CURRENT SURVEY CONTROL
 BE1489  ___________________________________________________________________
 BE1489* NAD 83(1990)-  30 15 24.51911(N)    085 57 46.86716(W)     ADJUSTED  
 BE1489* NAVD 88     -         7.878  (meters)      25.85   (feet)  ADJUSTED  
 BE1489  ___________________________________________________________________
 BE1489  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BE1489  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1489  DYNAMIC HT  -           7.867 (meters)      25.81  (feet)  COMP
 BE1489  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 BE1489
 BE1489  HORZ ORDER  -  SECOND
 BE1489  VERT ORDER  -  SECOND    CLASS II
 BE1489
 BE1489.The horizontal coordinates were established by classical geodetic methods
 BE1489.and adjusted by the National Geodetic Survey in May 1991..
 BE1489
 BE1489.The orthometric height was determined by differential leveling
 BE1489.and adjusted by the National Geodetic Survey in June 1991..
 BE1489
 BE1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1489
 BE1489.The geoid height was determined by GEOID03.
 BE1489
 BE1489.The dynamic height is computed by dividing the NAVD 88
 BE1489.geopotential number by the normal gravity value computed on the
 BE1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1489.degrees latitude (g = 980.6199 gals.).
 BE1489
 BE1489.The modeled gravity was interpolated from observed gravity values.
 BE1489
 BE1489;                    North         East     Units Scale Factor Converg.
 BE1489;SPC FL N     -   140,217.714   459,214.601   MT  0.99994965   -0 44 06.7
 BE1489;SPC FL N     -   460,030.95  1,506,606.57   sFT  0.99994965   -0 44 06.7
 BE1489;UTM  16      - 3,347,697.541   599,758.633   MT  0.99972277   +0 31 21.2
 BE1489
 BE1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1489!SPC FL N     -   1.00000310  x   0.99994965  =   0.99995275
 BE1489!UTM  16      -   1.00000310  x   0.99972277  =   0.99972587
 BE1489
 BE1489|---------------------------------------------------------------------|
 BE1489| PID    Reference Object                     Distance      Geod. Az  |
 BE1489|                                                           dddmmss.s |
 BE1489| BE1370 46 76 B03 RM 1                       12.950 METERS 10016     |
 BE1489| BE1488 46 76 B02                           APPROX. 0.7 KM 2940547.9 |
 BE1489| BE1451 46 76 B03 RM 2                       11.952 METERS 30648     |
 BE1489|---------------------------------------------------------------------|
 BE1489
 BE1489                          SUPERSEDED SURVEY CONTROL
 BE1489
 BE1489  NAD 83(1986)-  30 15 24.53064(N)    085 57 46.87617(W) AD(       ) 2
 BE1489  NAD 27      -  30 15 23.80321(N)    085 57 47.10305(W) AD(       ) 2
 BE1489  NGVD 29 (07/19/86)    8.02   (m)           26.3    (f) LEVELING    3  
 BE1489
 BE1489.Superseded values are not recommended for survey control.
 BE1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1489.See file dsdata.txt to determine how the superseded data were derived.
 BE1489
 BE1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9975947698(NAD 83)
 BE1489_MARKER: DD = SURVEY DISK
 BE1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1489_STAMPING: 46 76 B03
 BE1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1489+STABILITY: SURFACE MOTION
 BE1489
 BE1489  HISTORY     - Date     Condition        Report By
 BE1489  HISTORY     - 1977     MONUMENTED       FLDT
 BE1489  HISTORY     - 1977     GOOD             FLDT
 BE1489
 BE1489                          STATION DESCRIPTION
 BE1489
 BE1489'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1489'STATION IS LOCATED ABOUT 19-1/2 MILES WEST-SOUTHWEST OF
 BE1489'SOUTHPORT, ABOUT 19 MILES NORTHWEST OF PANAMA CITY AND ABOUT
 BE1489'15-1/2 MILES NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST
 BE1489'SIDE OF U.S. ROUTE 98.
 BE1489'
 BE1489'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1489'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1489'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1489'4.9 MILES TO ENTRANCE TO SUNNYSIDE CONDOMINIUMS AND STATION ON
 BE1489'THE RIGHT.
 BE1489'
 BE1489'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1489'BRASS DISK, STAMPED 46 76 B03, SET IN THE TOP OF A ROUND CONCRETE
 BE1489'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 7.5 FEET SOUTHWEST OF
 BE1489'A POWERLINE POLE, 8.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 BE1489'38.4 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 64.0 FEET
 BE1489'WEST-SOUTHWEST OF SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND
 BE1489'TENNIS COURT AND 66.0 FEET SOUTHEAST OF CENTER OF DRIVE TO
 BE1489'CONDOMINIUMS.
 BE1489'
 BE1489'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1489'TRANSPORTATION BRASS DISK, STAMPED 46 76 B03 RM NO1, SET IN THE
 BE1489'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1489'GROUND.  IT IS 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 48.6
 BE1489'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 49.0 FEET SOUTH OF
 BE1489'SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND TENNIS COURT.
 BE1489'
 BE1489'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1489'TRANSPORTATION BRASS DISK, STAMPED 46 76 B03 RM NO2, SET IN THE
 BE1489'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1489'GROUND.  IT IS 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, 11.3
 BE1489'FEET SOUTHEAST OF A POWERLINE POLE, 28.0 FEET SOUTHEAST OF CENTER
 BE1489'OF DRIVE TO CONDOMINIUMS AND 47.0 FEET NORTHEAST OF CENTER OF
 BE1489'U.S. ROUTE 98.
 BE1489
 BE1489                          STATION RECOVERY (1977)
 BE1489
 BE1489'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1489'5.0 MI NW FROM PANAMA CITY BEACH.
 BE1489'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1489'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1489'U.S. ROUTE 98 FOR ABOUT 5.0 MILES TO THE ENTRANCE TO SUNNYSIDE
 BE1489'CONDOMINIUMS AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE
 BE1489'MONUMENT 2 INCHES BELOW GROUND.  IT IS 64.0 FEET WEST-SOUTHWEST OF THE
 BE1489'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A TENNIS COURT, 66.0
 BE1489'FEET SOUTHEAST OF CENTER OF THE ENTRANCE DRIVE TO CONDOMINIUMS, 38.4
 BE1489'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 8.7 FEET SOUTHWEST OF A
 BE1489'METAL WITNESS POST AND 7.5 FEET SOUTHWEST OF A POWER POLE. SECTION 5,
 BE1489'T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1370 ***********************************************************************
 BE1370  DESIGNATION -  46 76 B03 RM 1
 BE1370  PID         -  BE1370
 BE1370  STATE/COUNTY-  FL/BAY
 BE1370  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1370
 BE1370                         *CURRENT SURVEY CONTROL
 BE1370  ___________________________________________________________________
 BE1370* NAD 83(1986)-  30 15 24.     (N)    085 57 47.     (W)     SCALED    
 BE1370* NAVD 88     -         8.047  (meters)      26.40   (feet)  ADJUSTED  
 BE1370  ___________________________________________________________________
 BE1370  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1370  DYNAMIC HT  -           8.037 (meters)      26.37  (feet)  COMP
 BE1370  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 BE1370
 BE1370  VERT ORDER  -  SECOND    CLASS II
 BE1370
 BE1370.The horizontal coordinates were scaled from a topographic map and have
 BE1370.an estimated accuracy of +/- 6 seconds.
 BE1370
 BE1370.The orthometric height was determined by differential leveling
 BE1370.and adjusted by the National Geodetic Survey in June 1991..
 BE1370
 BE1370.The geoid height was determined by GEOID03.
 BE1370
 BE1370.The dynamic height is computed by dividing the NAVD 88
 BE1370.geopotential number by the normal gravity value computed on the
 BE1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1370.degrees latitude (g = 980.6199 gals.).
 BE1370
 BE1370.The modeled gravity was interpolated from observed gravity values.
 BE1370
 BE1370;                    North         East    Units  Estimated Accuracy
 BE1370;SPC FL N     -   140,200.      459,210.      MT  (+/- 180 meters Scaled)
 BE1370
 BE1370                          SUPERSEDED SURVEY CONTROL
 BE1370
 BE1370.No superseded survey control is available for this station.
 BE1370
 BE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU997476(NAD 83)
 BE1370_MARKER: DD = SURVEY DISK
 BE1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1370_STAMPING: 46 76 B03 RM NO 1
 BE1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1370+STABILITY: SURFACE MOTION
 BE1370
 BE1370  HISTORY     - Date     Condition        Report By
 BE1370  HISTORY     - 1976     MONUMENTED       FLDT
 BE1370  HISTORY     - 1977     GOOD             FLDT
 BE1370
 BE1370                          STATION DESCRIPTION
 BE1370
 BE1370'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1370'5.0 MI NW FROM PANAMA CITY BEACH.
 BE1370'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1370'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1370'U.S. ROUTE 98 FOR ABOUT 5.0 MILES TO THE ENTRANCE TO SUNNYSIDE
 BE1370'CONDOMINIUMS AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1370'X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 49.0
 BE1370'FEET SOUTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A
 BE1370'TENNIS COURT, 48.6 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.1
 BE1370'FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 5, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1451 ***********************************************************************
 BE1451  DESIGNATION -  46 76 B03 RM 2
 BE1451  PID         -  BE1451
 BE1451  STATE/COUNTY-  FL/BAY
 BE1451  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1451
 BE1451                         *CURRENT SURVEY CONTROL
 BE1451  ___________________________________________________________________
 BE1451* NAD 83(1986)-  30 15 24.     (N)    085 57 47.     (W)     SCALED    
 BE1451* NAVD 88     -         7.951  (meters)      26.09   (feet)  ADJUSTED  
 BE1451  ___________________________________________________________________
 BE1451  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1451  DYNAMIC HT  -           7.940 (meters)      26.05  (feet)  COMP
 BE1451  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 BE1451
 BE1451  VERT ORDER  -  SECOND    CLASS II
 BE1451
 BE1451.The horizontal coordinates were scaled from a topographic map and have
 BE1451.an estimated accuracy of +/- 6 seconds.
 BE1451
 BE1451.The orthometric height was determined by differential leveling
 BE1451.and adjusted by the National Geodetic Survey in June 1991..
 BE1451
 BE1451.The geoid height was determined by GEOID03.
 BE1451
 BE1451.The dynamic height is computed by dividing the NAVD 88
 BE1451.geopotential number by the normal gravity value computed on the
 BE1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1451.degrees latitude (g = 980.6199 gals.).
 BE1451
 BE1451.The modeled gravity was interpolated from observed gravity values.
 BE1451
 BE1451;                    North         East    Units  Estimated Accuracy
 BE1451;SPC FL N     -   140,200.      459,210.      MT  (+/- 180 meters Scaled)
 BE1451
 BE1451                          SUPERSEDED SURVEY CONTROL
 BE1451
 BE1451.No superseded survey control is available for this station.
 BE1451
 BE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU997476(NAD 83)
 BE1451_MARKER: DD = SURVEY DISK
 BE1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1451_STAMPING: 46 76 B03 RM NO 2
 BE1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1451+STABILITY: SURFACE MOTION
 BE1451
 BE1451  HISTORY     - Date     Condition        Report By
 BE1451  HISTORY     - 1976     MONUMENTED       FLDT
 BE1451  HISTORY     - 1977     GOOD             FLDT
 BE1451
 BE1451                          STATION DESCRIPTION
 BE1451
 BE1451'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1451'5.0 MI NW FROM PANAMA CITY BEACH.
 BE1451'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1451'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1451'U.S. ROUTE 98 FOR ABOUT 5.0 MILES TO THE ENTRANCE TO SUNNYSIDE
 BE1451'CONDOMINIUMS AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1451'X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT IS 47.0
 BE1451'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 28.0 FEET SOUTHEAST OF
 BE1451'CENTER OF THE ENTRANCE DRIVE TO CONDOMINIUMS, 11.3 FEET SOUTHEAST OF A
 BE1451'POWER POLE AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST.  SECTION 5,
 BE1451'T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1490 ***********************************************************************
 BE1490  DESIGNATION -  46 76 B04
 BE1490  PID         -  BE1490
 BE1490  STATE/COUNTY-  FL/BAY
 BE1490  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1490
 BE1490                         *CURRENT SURVEY CONTROL
 BE1490  ___________________________________________________________________
 BE1490* NAD 83(1990)-  30 15 16.87428(N)    085 57 27.83056(W)     ADJUSTED  
 BE1490* NAVD 88     -         9.092  (meters)      29.83   (feet)  ADJUSTED  
 BE1490  ___________________________________________________________________
 BE1490  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BE1490  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1490  DYNAMIC HT  -           9.080 (meters)      29.79  (feet)  COMP
 BE1490  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BE1490
 BE1490  HORZ ORDER  -  SECOND
 BE1490  VERT ORDER  -  SECOND    CLASS II
 BE1490
 BE1490.The horizontal coordinates were established by classical geodetic methods
 BE1490.and adjusted by the National Geodetic Survey in May 1991..
 BE1490
 BE1490.The orthometric height was determined by differential leveling
 BE1490.and adjusted by the National Geodetic Survey in June 1991..
 BE1490
 BE1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1490
 BE1490.The geoid height was determined by GEOID03.
 BE1490
 BE1490.The dynamic height is computed by dividing the NAVD 88
 BE1490.geopotential number by the normal gravity value computed on the
 BE1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1490.degrees latitude (g = 980.6199 gals.).
 BE1490
 BE1490.The modeled gravity was interpolated from observed gravity values.
 BE1490
 BE1490;                    North         East     Units Scale Factor Converg.
 BE1490;SPC FL N     -   139,975.816   459,720.419   MT  0.99994959   -0 43 57.2
 BE1490;SPC FL N     -   459,237.32  1,508,266.07   sFT  0.99994959   -0 43 57.2
 BE1490;UTM  16      - 3,347,466.856   600,269.523   MT  0.99972403   +0 31 30.7
 BE1490
 BE1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1490!SPC FL N     -   1.00000291  x   0.99994959  =   0.99995250
 BE1490!UTM  16      -   1.00000291  x   0.99972403  =   0.99972694
 BE1490
 BE1490|---------------------------------------------------------------------|
 BE1490| PID    Reference Object                     Distance      Geod. Az  |
 BE1490|                                                           dddmmss.s |
 BE1490| BE1371 46 76 B04 RM 1                       10.704 METERS 09748     |
 BE1490| BE1489 46 76 B03                           APPROX. 0.6 KM 2944933.7 |
 BE1490| BE1452 46 76 B04 RM 2                       14.664 METERS 31120     |
 BE1490|---------------------------------------------------------------------|
 BE1490
 BE1490                          SUPERSEDED SURVEY CONTROL
 BE1490
 BE1490  NAD 83(1986)-  30 15 16.88576(N)    085 57 27.83956(W) AD(       ) 2
 BE1490  NAD 27      -  30 15 16.15816(N)    085 57 28.06693(W) AD(       ) 2
 BE1490  NGVD 29 (07/19/86)    9.23   (m)           30.3    (f) LEVELING    3  
 BE1490
 BE1490.Superseded values are not recommended for survey control.
 BE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1490.See file dsdata.txt to determine how the superseded data were derived.
 BE1490
 BE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0027047467(NAD 83)
 BE1490_MARKER: DD = SURVEY DISK
 BE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1490_STAMPING: 46 76 B04
 BE1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1490+STABILITY: SURFACE MOTION
 BE1490
 BE1490  HISTORY     - Date     Condition        Report By
 BE1490  HISTORY     - 1976     MONUMENTED       FLDT
 BE1490  HISTORY     - 1977     GOOD             FLDT
 BE1490
 BE1490                          STATION DESCRIPTION
 BE1490
 BE1490'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1490'STATION IS LOCATED ABOUT 19 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1490'ABOUT 18-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 15 MILES
 BE1490'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1490'U.S. ROUTE 98.
 BE1490'
 BE1490'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1490'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1490'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1490'4.5 MILES TO KELLY STREET AND STATION ON THE RIGHT.
 BE1490'
 BE1490'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1490'BRASS DISK, STAMPED 46 76 B04, SET IN THE TOP OF A ROUND CONCRETE
 BE1490'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 11.1 FEET SOUTHWEST OF
 BE1490'A METAL WITNESS POST, 38.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1490'98, 62.0 FEET WEST OF SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE
 BE1490'AND 100.3 FEET SOUTHEAST OF CENTER OF KELLY STREET.
 BE1490'
 BE1490'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1490'TRANSPORTATION BRASS DISK, STAMPED 46 76 B04 RM NO1, SET IN THE
 BE1490'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1490'GROUND.  IT IS 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 50.3
 BE1490'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 29.0 FEET
 BE1490'WEST-SOUTHWEST OF SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE.
 BE1490'
 BE1490'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1490'TRANSPORTATION BRASS DISK, STAMPED 46 76 B04 RM NO2, SET IN THE
 BE1490'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1490'GROUND.  IT IS 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 49.9
 BE1490'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 60.0 FEET SOUTHEAST
 BE1490'OF CENTER OF KELLY STREET.
 BE1490
 BE1490                          STATION RECOVERY (1977)
 BE1490
 BE1490'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1490'4.6 MI NW FROM PANAMA CITY BEACH.
 BE1490'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1490'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1490'U.S. ROUTE 98 FOR ABOUT 4.6 MILES TO THE JUNCTION OF KELLY STREET AND
 BE1490'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1490'INCHES BELOW GROUND.  IT IS 100.3 FEET SOUTHEAST OF CENTER OF KELLY
 BE1490'STREET, 62.0 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 BE1490'HOUSE, 38.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 11.1 FEET
 BE1490'SOUTHWEST OF A METAL WITNESS POST.  SECTION 4, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1371 ***********************************************************************
 BE1371  DESIGNATION -  46 76 B04 RM 1
 BE1371  PID         -  BE1371
 BE1371  STATE/COUNTY-  FL/BAY
 BE1371  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1371
 BE1371                         *CURRENT SURVEY CONTROL
 BE1371  ___________________________________________________________________
 BE1371* NAD 83(1986)-  30 15 17.     (N)    085 57 28.     (W)     SCALED    
 BE1371* NAVD 88     -         9.285  (meters)      30.46   (feet)  ADJUSTED  
 BE1371  ___________________________________________________________________
 BE1371  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1371  DYNAMIC HT  -           9.273 (meters)      30.42  (feet)  COMP
 BE1371  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BE1371
 BE1371  VERT ORDER  -  SECOND    CLASS II
 BE1371
 BE1371.The horizontal coordinates were scaled from a topographic map and have
 BE1371.an estimated accuracy of +/- 6 seconds.
 BE1371
 BE1371.The orthometric height was determined by differential leveling
 BE1371.and adjusted by the National Geodetic Survey in June 1991..
 BE1371
 BE1371.The geoid height was determined by GEOID03.
 BE1371
 BE1371.The dynamic height is computed by dividing the NAVD 88
 BE1371.geopotential number by the normal gravity value computed on the
 BE1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1371.degrees latitude (g = 980.6199 gals.).
 BE1371
 BE1371.The modeled gravity was interpolated from observed gravity values.
 BE1371
 BE1371;                    North         East    Units  Estimated Accuracy
 BE1371;SPC FL N     -   139,980.      459,720.      MT  (+/- 180 meters Scaled)
 BE1371
 BE1371                          SUPERSEDED SURVEY CONTROL
 BE1371
 BE1371.No superseded survey control is available for this station.
 BE1371
 BE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU002474(NAD 83)
 BE1371_MARKER: DD = SURVEY DISK
 BE1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1371_STAMPING: 46 76 B04 RM NO 1
 BE1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1371+STABILITY: SURFACE MOTION
 BE1371
 BE1371  HISTORY     - Date     Condition        Report By
 BE1371  HISTORY     - 1976     MONUMENTED       FLDT
 BE1371  HISTORY     - 1977     GOOD             FLDT
 BE1371
 BE1371                          STATION DESCRIPTION
 BE1371
 BE1371'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1371'4.6 MI NW FROM PANAMA CITY BEACH.
 BE1371'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1371'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1371'U.S. ROUTE 98 FOR ABOUT 4.6 MILES TO THE JUNCTION OF KELLY STREET AND
 BE1371'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1371'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 50.3 FEET NORTHEAST OF
 BE1371'CENTER OF U.S. ROUTE 98, 29.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BE1371'CORNER OF A CONCRETE BLOCK HOUSE AND 1.6 FEET SOUTHWEST OF A METAL
 BE1371'WITNESS POST.  SECTION 4, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1452 ***********************************************************************
 BE1452  DESIGNATION -  46 76 B04 RM 2
 BE1452  PID         -  BE1452
 BE1452  STATE/COUNTY-  FL/BAY
 BE1452  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1452
 BE1452                         *CURRENT SURVEY CONTROL
 BE1452  ___________________________________________________________________
 BE1452* NAD 83(1986)-  30 15 17.     (N)    085 57 28.     (W)     SCALED    
 BE1452* NAVD 88     -         9.098  (meters)      29.85   (feet)  ADJUSTED  
 BE1452  ___________________________________________________________________
 BE1452  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1452  DYNAMIC HT  -           9.086 (meters)      29.81  (feet)  COMP
 BE1452  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BE1452
 BE1452  VERT ORDER  -  SECOND    CLASS II
 BE1452
 BE1452.The horizontal coordinates were scaled from a topographic map and have
 BE1452.an estimated accuracy of +/- 6 seconds.
 BE1452
 BE1452.The orthometric height was determined by differential leveling
 BE1452.and adjusted by the National Geodetic Survey in June 1991..
 BE1452
 BE1452.The geoid height was determined by GEOID03.
 BE1452
 BE1452.The dynamic height is computed by dividing the NAVD 88
 BE1452.geopotential number by the normal gravity value computed on the
 BE1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1452.degrees latitude (g = 980.6199 gals.).
 BE1452
 BE1452.The modeled gravity was interpolated from observed gravity values.
 BE1452
 BE1452;                    North         East    Units  Estimated Accuracy
 BE1452;SPC FL N     -   139,980.      459,720.      MT  (+/- 180 meters Scaled)
 BE1452
 BE1452                          SUPERSEDED SURVEY CONTROL
 BE1452
 BE1452.No superseded survey control is available for this station.
 BE1452
 BE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU002474(NAD 83)
 BE1452_MARKER: DD = SURVEY DISK
 BE1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1452_STAMPING: 46 76 B04 RM NO 2
 BE1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1452+STABILITY: SURFACE MOTION
 BE1452
 BE1452  HISTORY     - Date     Condition        Report By
 BE1452  HISTORY     - 1976     MONUMENTED       FLDT
 BE1452  HISTORY     - 1977     GOOD             FLDT
 BE1452
 BE1452                          STATION DESCRIPTION
 BE1452
 BE1452'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1452'4.65 MI NW FROM PANAMA CITY BEACH.
 BE1452'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1452'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1452'U.S. ROUTE 98 FOR ABOUT 4.6 MILES TO THE JUNCTION OF KELLY STREET AND
 BE1452'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1452'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 60.0 FEET SOUTHEAST OF
 BE1452'CENTER OF KELLY STREET, 49.9 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98
 BE1452'AND 1.6 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 4, T 3S, R
 BE1452'17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1492 ***********************************************************************
 BE1492  DESIGNATION -  46 76 B05
 BE1492  PID         -  BE1492
 BE1492  STATE/COUNTY-  FL/BAY
 BE1492  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1492
 BE1492                         *CURRENT SURVEY CONTROL
 BE1492  ___________________________________________________________________
 BE1492* NAD 83(1990)-  30 14 51.98833(N)    085 56 32.61358(W)     ADJUSTED  
 BE1492* NAVD 88     -         3.830  (meters)      12.57   (feet)  ADJUSTED  
 BE1492  ___________________________________________________________________
 BE1492  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BE1492  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1492  DYNAMIC HT  -           3.825 (meters)      12.55  (feet)  COMP
 BE1492  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 BE1492
 BE1492  HORZ ORDER  -  SECOND
 BE1492  VERT ORDER  -  SECOND    CLASS II
 BE1492
 BE1492.The horizontal coordinates were established by classical geodetic methods
 BE1492.and adjusted by the National Geodetic Survey in May 1991..
 BE1492
 BE1492.The orthometric height was determined by differential leveling
 BE1492.and adjusted by the National Geodetic Survey in June 1991..
 BE1492
 BE1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1492
 BE1492.The geoid height was determined by GEOID03.
 BE1492
 BE1492.The dynamic height is computed by dividing the NAVD 88
 BE1492.geopotential number by the normal gravity value computed on the
 BE1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1492.degrees latitude (g = 980.6199 gals.).
 BE1492
 BE1492.The modeled gravity was interpolated from observed gravity values.
 BE1492
 BE1492;                    North         East     Units Scale Factor Converg.
 BE1492;SPC FL N     -   139,190.818   461,186.649   MT  0.99994942   -0 43 29.4
 BE1492;SPC FL N     -   456,661.88  1,513,076.53   sFT  0.99994942   -0 43 29.4
 BE1492;UTM  16      - 3,346,714.398   601,752.298   MT  0.99972773   +0 31 58.1
 BE1492
 BE1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1492!SPC FL N     -   1.00000373  x   0.99994942  =   0.99995315
 BE1492!UTM  16      -   1.00000373  x   0.99972773  =   0.99973146
 BE1492
 BE1492|---------------------------------------------------------------------|
 BE1492| PID    Reference Object                     Distance      Geod. Az  |
 BE1492|                                                           dddmmss.s |
 BE1492| BE1373 46 76 B05 RM 1                       14.807 METERS 09954     |
 BE1492| BE1406 46 76 B05 AZ MK                     APPROX. 0.9 KM 1182952.6 |
 BE1492| BE1453 46 76 B05 RM 2                       19.397 METERS 30838     |
 BE1492|---------------------------------------------------------------------|
 BE1492
 BE1492                          SUPERSEDED SURVEY CONTROL
 BE1492
 BE1492  NAD 83(1986)-  30 14 51.99971(N)    085 56 32.62261(W) AD(       ) 2
 BE1492  NAD 27      -  30 14 51.27155(N)    085 56 32.85129(W) AD(       ) 2
 BE1492  NGVD 29 (07/19/86)    3.97   (m)           13.0    (f) LEVELING    3  
 BE1492
 BE1492.Superseded values are not recommended for survey control.
 BE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1492.See file dsdata.txt to determine how the superseded data were derived.
 BE1492
 BE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0175246714(NAD 83)
 BE1492_MARKER: DD = SURVEY DISK
 BE1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1492_STAMPING: 46 76 B05
 BE1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1492+STABILITY: SURFACE MOTION
 BE1492
 BE1492  HISTORY     - Date     Condition        Report By
 BE1492  HISTORY     - 1976     MONUMENTED       FLDT
 BE1492  HISTORY     - 1977     GOOD             FLDT
 BE1492
 BE1492                          STATION DESCRIPTION
 BE1492
 BE1492'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1492'STATION IS LOCATED ABOUT 17-1/2 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1492'ABOUT 17-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 14 MILES
 BE1492'NORTHWEST OF ST. ANDREWS STATE PARK ON THE NORTHEAST SIDE OF
 BE1492'U.S. ROUTE 98.
 BE1492'
 BE1492'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1492'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1492'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1492'3.5 MILES TO THE MOST SOUTHEAST ONE OF TWO BELAIRE DRIVES AND
 BE1492'STATION ON THE RIGHT.
 BE1492'
 BE1492'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1492'BRASS DISK, STAMPED 46 76 B05, SET IN THE TOP OF A ROUND CONCRETE
 BE1492'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 11.6 FEET SOUTHWEST
 BE1492'OF AN UNDERGROUND CABLE MARKER, 11.7 FEET SOUTHWEST OF A METAL
 BE1492'WITNESS POST, 32.8 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1492'59.0 FEET NORTHWEST OF A POWERLINE POLE 54441-45666, 79.0 FEET
 BE1492'SOUTHEAST OF CENTER OF BELAIRE DRIVE AND 82.3 FEET
 BE1492'WEST-NORTHWEST OF SOUTHWEST CORNER OF MILLERS GROCERY STORE.
 BE1492'
 BE1492'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1492'TRANSPORTATION BRASS DISK, STAMPED 46 76 B05 RM NO1, SET IN THE
 BE1492'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1492'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 11.5
 BE1492'FEET NORTHWEST OF A POWERLINE POLE 54441-45666, 33.8 FEET
 BE1492'WEST-NORTHWEST OF SOUTHWEST CORNER OF MILLERS GROCERY STORE AND
 BE1492'47.6 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1492'
 BE1492'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1492'TRANSPORTATION BRASS DISK, STAMPED 46 76 B05 RM NO2, SET IN THE
 BE1492'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1492'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 7.4
 BE1492'FEET SOUTHEAST OF A POWERLINE POLE, 24.0 FEET EAST OF CENTER OF
 BE1492'BELAIRE DRIVE AND 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1492'98.
 BE1492'
 BE1492'AZIMUTH MARK TO REACH FROM STATION.  GO SOUTHEAST ON U.S. ROUTE
 BE1492'98 FOR 0.5 MILE TO 15TH STREET AND AZIMUTH ON THE RIGHT.  AZIMUTH
 BE1492'MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS
 BE1492'DISK, STAMPED 46 76 B05 AZ MK, SET IN THE TOP OF A 4 INCH X 4
 BE1492'INCH CONCRETE MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 1.8 FEET
 BE1492'SOUTHEAST OF SOUTHEAST EDGE OF A CONCRETE DRIVE, 21.0 FEET
 BE1492'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 34.5 FEET NORTHWEST OF
 BE1492'A POWERLINE BRACE POLE AND 145.0 FEET SOUTHEAST OF CENTER OF
 BE1492'INTERSECTION OF U.S. ROUTE 98 AND 15TH STREET.
 BE1492
 BE1492                          STATION RECOVERY (1977)
 BE1492
 BE1492'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1492'3.5 MI NW FROM PANAMA CITY BEACH.
 BE1492'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1492'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY.  GO NORTHWEST ON U.S.
 BE1492'ROUTE 98 FOR ABOUT 3.5 MILES TO THE JUNCTION OF THE MOST SOUTHEASTERLY
 BE1492'ONE OF TWO BELAIRE DRIVES AND STATION.  WHICH IS SET IN THE TOP OF A
 BE1492'ROUND CONCRETE MONUMENT 4 INCHES BELOW GROUND.  IT IS 82.3 FEET
 BE1492'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF MILLERS GROCERY STORE
 BE1492'BUILDING, 79.0 FEET SOUTHEAST OF CENTER OF BELAIRE DRIVE, 59.0 FEET
 BE1492'NORTHWEST OF POWER POLE NO. 54441-45666, 32.8 FEET NORTHEAST OF CENTER
 BE1492'OF U.S. ROUTE 98, 11.7 FEET SOUTHWEST OF A METAL WITNESS POST AND 11.6
 BE1492'FEET SOUTHWEST OF AN UNDERGROUND CABLE MARKER POST.  SECTION 10, T 3S,
 BE1492'R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1406 ***********************************************************************
 BE1406  DESIGNATION -  46 76 B05 AZ MK
 BE1406  PID         -  BE1406
 BE1406  STATE/COUNTY-  FL/BAY
 BE1406  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1406
 BE1406                         *CURRENT SURVEY CONTROL
 BE1406  ___________________________________________________________________
 BE1406* NAD 83(1990)-  30 14 38.80977(N)    085 56 04.65741(W)     ADJUSTED  
 BE1406* NAVD 88     -         5.237  (meters)      17.18   (feet)  ADJUSTED  
 BE1406  ___________________________________________________________________
 BE1406  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BE1406  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1406  DYNAMIC HT  -           5.230 (meters)      17.16  (feet)  COMP
 BE1406  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 BE1406
 BE1406  HORZ ORDER  -  THIRD
 BE1406  VERT ORDER  -  SECOND    CLASS II
 BE1406
 BE1406.The horizontal coordinates were established by classical geodetic methods
 BE1406.and adjusted by the National Geodetic Survey in May 1991..
 BE1406.No horizontal observational check was made to the station.
 BE1406
 BE1406.The orthometric height was determined by differential leveling
 BE1406.and adjusted by the National Geodetic Survey in June 1991..
 BE1406
 BE1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1406
 BE1406.The geoid height was determined by GEOID03.
 BE1406
 BE1406.The dynamic height is computed by dividing the NAVD 88
 BE1406.geopotential number by the normal gravity value computed on the
 BE1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1406.degrees latitude (g = 980.6199 gals.).
 BE1406
 BE1406.The modeled gravity was interpolated from observed gravity values.
 BE1406
 BE1406;                    North         East     Units Scale Factor Converg.
 BE1406;SPC FL N     -   138,775.628   461,928.852   MT  0.99994933   -0 43 15.4
 BE1406;SPC FL N     -   455,299.71  1,515,511.58   sFT  0.99994933   -0 43 15.4
 BE1406;UTM  16      - 3,346,315.685   602,503.269   MT  0.99972962   +0 32 12.0
 BE1406
 BE1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1406!SPC FL N     -   1.00000351  x   0.99994933  =   0.99995284
 BE1406!UTM  16      -   1.00000351  x   0.99972962  =   0.99973313
 BE1406
 BE1406                          SUPERSEDED SURVEY CONTROL
 BE1406
 BE1406  NAD 83(1986)-  30 14 38.82111(N)    085 56 04.66647(W) AD(       ) 3
 BE1406  NAD 27      -  30 14 38.09270(N)    085 56 04.89581(W) AD(       ) 3
 BE1406  NGVD 29 (07/19/86)    5.37   (m)           17.6    (f) LEVELING    3  
 BE1406
 BE1406.Superseded values are not recommended for survey control.
 BE1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1406.See file dsdata.txt to determine how the superseded data were derived.
 BE1406
 BE1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0250346316(NAD 83)
 BE1406_MARKER: DD = SURVEY DISK
 BE1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1406_STAMPING: 46 76 B05 AZ MK
 BE1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1406+STABILITY: SURFACE MOTION
 BE1406
 BE1406  HISTORY     - Date     Condition        Report By
 BE1406  HISTORY     - 1976     MONUMENTED       FLDT
 BE1406  HISTORY     - 1977     GOOD             FLDT
 BE1406  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 BE1406
 BE1406                          STATION DESCRIPTION
 BE1406
 BE1406'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1406'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS
 BE1406'DISK, STAMPED 46 76 B05 AZ MK, SET IN THE TOP OF A 4 X 4 INCH
 BE1406'CONCRETE MONUMENT THREE INCHES BELOW THE GROUND.  IT IS 1.8 FEET
 BE1406'SOUTHEAST OF SOUTHEAST EDGE OF A CONCRETE DRIVE, 21.0 FEET
 BE1406'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 34.5 FEET NORTHWEST OF A
 BE1406'POWERLINE BRACE POLE AND 145.0 FEET SOUTHEAST OF THE CENTER OF
 BE1406'INTERSECTION OF U.S. ROUTE 98 AND 15TH STREET.
 BE1406
 BE1406                          STATION RECOVERY (1977)
 BE1406
 BE1406'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1406'3.0 MI NW FROM PANAMA CITY BEACH.
 BE1406'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1406'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1406'U.S. ROUTE 98 FOR ABOUT 3.0 MILE TO THE JUNCTION OF 15TH STREET AND
 BE1406'AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1406'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 145.0 FEET SOUTHEAST
 BE1406'OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 15 TH STREET, 34.5 FEET
 BE1406'NORTHWEST OF A POWERLINE BRACE POLE, 21.0 FEET SOUTHWEST OF CENTER OF
 BE1406'U.S. ROUTE 98 AND 1.8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 BE1406'CONCRETE DRIVE LEADING SOUTHWEST.  SECTION 10, T 3S, R 17W.
 BE1406
 BE1406                          STATION RECOVERY (1995)
 BE1406
 BE1406'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1373 ***********************************************************************
 BE1373  DESIGNATION -  46 76 B05 RM 1
 BE1373  PID         -  BE1373
 BE1373  STATE/COUNTY-  FL/BAY
 BE1373  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1373
 BE1373                         *CURRENT SURVEY CONTROL
 BE1373  ___________________________________________________________________
 BE1373* NAD 83(1986)-  30 14 52.     (N)    085 56 32.     (W)     SCALED    
 BE1373* NAVD 88     -         4.479  (meters)      14.69   (feet)  ADJUSTED  
 BE1373  ___________________________________________________________________
 BE1373  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1373  DYNAMIC HT  -           4.473 (meters)      14.68  (feet)  COMP
 BE1373  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 BE1373
 BE1373  VERT ORDER  -  SECOND    CLASS II
 BE1373
 BE1373.The horizontal coordinates were scaled from a topographic map and have
 BE1373.an estimated accuracy of +/- 6 seconds.
 BE1373
 BE1373.The orthometric height was determined by differential leveling
 BE1373.and adjusted by the National Geodetic Survey in June 1991..
 BE1373
 BE1373.The geoid height was determined by GEOID03.
 BE1373
 BE1373.The dynamic height is computed by dividing the NAVD 88
 BE1373.geopotential number by the normal gravity value computed on the
 BE1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1373.degrees latitude (g = 980.6199 gals.).
 BE1373
 BE1373.The modeled gravity was interpolated from observed gravity values.
 BE1373
 BE1373;                    North         East    Units  Estimated Accuracy
 BE1373;SPC FL N     -   139,190.      461,200.      MT  (+/- 180 meters Scaled)
 BE1373
 BE1373                          SUPERSEDED SURVEY CONTROL
 BE1373
 BE1373.No superseded survey control is available for this station.
 BE1373
 BE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU017467(NAD 83)
 BE1373_MARKER: DD = SURVEY DISK
 BE1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1373_STAMPING: 46 76 B05 RM NO 1
 BE1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1373+STABILITY: SURFACE MOTION
 BE1373
 BE1373  HISTORY     - Date     Condition        Report By
 BE1373  HISTORY     - 1976     MONUMENTED       FLDT
 BE1373  HISTORY     - 1977     GOOD             FLDT
 BE1373
 BE1373                          STATION DESCRIPTION
 BE1373
 BE1373'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1373'3.5 MI NW FROM PANAMA CITY BEACH.
 BE1373'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1373'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1373'U.S. ROUTE 98, FOR ABOUT 3.5 MILES TO THE JUNCTION OF THE MOST
 BE1373'SOUTHEASTERLY ONE OF TWO BELAIRE DRIVES AND REFERENCE MARK.  WHICH IS
 BE1373'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1373'BELOW GROUND.  IT IS 47.6 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1373'33.8 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF MILLERS GROCERY
 BE1373'STORE BUILDING, 11.5 FEET NORTHWEST OF POWER POLE NO. 54441-45666 AND
 BE1373'1.4 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 10, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1453 ***********************************************************************
 BE1453  DESIGNATION -  46 76 B05 RM 2
 BE1453  PID         -  BE1453
 BE1453  STATE/COUNTY-  FL/BAY
 BE1453  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1453
 BE1453                         *CURRENT SURVEY CONTROL
 BE1453  ___________________________________________________________________
 BE1453* NAD 83(1986)-  30 14 52.     (N)    085 56 32.     (W)     SCALED    
 BE1453* NAVD 88     -         4.020  (meters)      13.19   (feet)  ADJUSTED  
 BE1453  ___________________________________________________________________
 BE1453  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1453  DYNAMIC HT  -           4.015 (meters)      13.17  (feet)  COMP
 BE1453  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 BE1453
 BE1453  VERT ORDER  -  SECOND    CLASS II
 BE1453
 BE1453.The horizontal coordinates were scaled from a topographic map and have
 BE1453.an estimated accuracy of +/- 6 seconds.
 BE1453
 BE1453.The orthometric height was determined by differential leveling
 BE1453.and adjusted by the National Geodetic Survey in June 1991..
 BE1453
 BE1453.The geoid height was determined by GEOID03.
 BE1453
 BE1453.The dynamic height is computed by dividing the NAVD 88
 BE1453.geopotential number by the normal gravity value computed on the
 BE1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1453.degrees latitude (g = 980.6199 gals.).
 BE1453
 BE1453.The modeled gravity was interpolated from observed gravity values.
 BE1453
 BE1453;                    North         East    Units  Estimated Accuracy
 BE1453;SPC FL N     -   139,190.      461,200.      MT  (+/- 180 meters Scaled)
 BE1453
 BE1453                          SUPERSEDED SURVEY CONTROL
 BE1453
 BE1453.No superseded survey control is available for this station.
 BE1453
 BE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU017467(NAD 83)
 BE1453_MARKER: DD = SURVEY DISK
 BE1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1453_STAMPING: 46 76 B05 RM NO 2
 BE1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1453+STABILITY: SURFACE MOTION
 BE1453
 BE1453  HISTORY     - Date     Condition        Report By
 BE1453  HISTORY     - 1976     MONUMENTED       FLDT
 BE1453  HISTORY     - 1977     GOOD             FLDT
 BE1453
 BE1453                          STATION DESCRIPTION
 BE1453
 BE1453'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1453'3.5 MI NW FROM PANAMA CITY BEACH.
 BE1453'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1453'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1453'U.S. ROUTE 98 FOR ABOUT 3.5 MILES TO THE JUNCTION OF THE MOST
 BE1453'SOUTHEASTERLY ONE OF TWO BELAIRE DRIVES AND REFERENCE MARK.  WHICH IS
 BE1453'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1453'BELOW GROUND.  IT IS 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1453'24.0 FEET EAST OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND BELAIRE
 BE1453'DRIVE, 7.4 FEET SOUTHEAST OF A POWER POLE AND 1.5 FEET SOUTHWEST OF A
 BE1453'METAL WITNESS POST.  SECTION 10, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1493 ***********************************************************************
 BE1493  DESIGNATION -  46 76 B06
 BE1493  PID         -  BE1493
 BE1493  STATE/COUNTY-  FL/BAY
 BE1493  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1493
 BE1493                         *CURRENT SURVEY CONTROL
 BE1493  ___________________________________________________________________
 BE1493* NAD 83(1990)-  30 14 25.64213(N)    085 55 35.65786(W)     ADJUSTED  
 BE1493* NAVD 88     -         7.208  (meters)      23.65   (feet)  ADJUSTED  
 BE1493  ___________________________________________________________________
 BE1493  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BE1493  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1493  DYNAMIC HT  -           7.198 (meters)      23.62  (feet)  COMP
 BE1493  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 BE1493
 BE1493  HORZ ORDER  -  SECOND
 BE1493  VERT ORDER  -  SECOND    CLASS II
 BE1493
 BE1493.The horizontal coordinates were established by classical geodetic methods
 BE1493.and adjusted by the National Geodetic Survey in May 1991..
 BE1493
 BE1493.The orthometric height was determined by differential leveling
 BE1493.and adjusted by the National Geodetic Survey in June 1991..
 BE1493
 BE1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1493
 BE1493.The geoid height was determined by GEOID03.
 BE1493
 BE1493.The dynamic height is computed by dividing the NAVD 88
 BE1493.geopotential number by the normal gravity value computed on the
 BE1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1493.degrees latitude (g = 980.6199 gals.).
 BE1493
 BE1493.The modeled gravity was interpolated from observed gravity values.
 BE1493
 BE1493;                    North         East     Units Scale Factor Converg.
 BE1493;SPC FL N     -   138,360.475   462,699.008   MT  0.99994924   -0 43 00.8
 BE1493;SPC FL N     -   453,937.66  1,518,038.33   sFT  0.99994924   -0 43 00.8
 BE1493;UTM  16      - 3,345,917.622   603,282.180   MT  0.99973160   +0 32 26.4
 BE1493
 BE1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1493!SPC FL N     -   1.00000320  x   0.99994924  =   0.99995244
 BE1493!UTM  16      -   1.00000320  x   0.99973160  =   0.99973480
 BE1493
 BE1493|---------------------------------------------------------------------|
 BE1493| PID    Reference Object                     Distance      Geod. Az  |
 BE1493|                                                           dddmmss.s |
 BE1493| BE1374 46 76 B06 RM 1                       13.967 METERS 14041     |
 BE1493| BE1454 46 76 B06 RM 2                       16.015 METERS 28229     |
 BE1493| BE1492 46 76 B05                           APPROX. 1.7 KM 2980305.8 |
 BE1493|---------------------------------------------------------------------|
 BE1493
 BE1493                          SUPERSEDED SURVEY CONTROL
 BE1493
 BE1493  NAD 83(1986)-  30 14 25.65339(N)    085 55 35.66689(W) AD(       ) 2
 BE1493  NAD 27      -  30 14 24.92474(N)    085 55 35.89682(W) AD(       ) 2
 BE1493  NGVD 29 (07/19/86)    7.34   (m)           24.1    (f) LEVELING    3  
 BE1493
 BE1493.Superseded values are not recommended for survey control.
 BE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1493.See file dsdata.txt to determine how the superseded data were derived.
 BE1493
 BE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0328245918(NAD 83)
 BE1493_MARKER: DD = SURVEY DISK
 BE1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1493_STAMPING: 46 76 B06
 BE1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1493+STABILITY: SURFACE MOTION
 BE1493
 BE1493  HISTORY     - Date     Condition        Report By
 BE1493  HISTORY     - 1976     MONUMENTED       FLDT
 BE1493  HISTORY     - 1977     GOOD             FLDT
 BE1493
 BE1493                          STATION DESCRIPTION
 BE1493
 BE1493'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1493'STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1493'16-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 13 MILES NORTHWEST
 BE1493'OF ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF U.S. ROUTE 98.
 BE1493'
 BE1493'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1493'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1493'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1493'2.4 MILES TO 8TH STREET AND STATION ON THE LEFT.
 BE1493'
 BE1493'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1493'BRASS DISK, STAMPED 46 76 B06, SET IN THE TOP OF A ROUND CONCRETE
 BE1493'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 15.8 FEET
 BE1493'NORTH-NORTHEAST OF A POWERLINE BRACE POLE, 16.3 FEET
 BE1493'NORTH-NORTHEAST OF A METAL WITNESS POST, 31.0 FEET
 BE1493'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 37.0 FEET SOUTH
 BE1493'OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND 8TH STREET.
 BE1493'
 BE1493'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1493'TRANSPORTATION BRASS DISK, STAMPED 46 76 B06 RM NO1, SET IN THE
 BE1493'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1493'GROUND.  IT IS 1.0 FOOT NORTH-NORTHEAST OF A METAL WITNESS POST,
 BE1493'42.5 FEET SOUTHEAST OF A POWERLINE BRACE POLE, 50.0 FEET
 BE1493'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 78.0 FEET
 BE1493'SOUTH-SOUTHEAST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND
 BE1493'8TH STREET.
 BE1493'
 BE1493'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1493'TRANSPORTATION BRASS DISK, STAMPED 46 76 B06 RM NO2, SET IN THE
 BE1493'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1493'GROUND.  IT IS 45.0 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE
 BE1493'98, 50.5 FEET WEST-NORTHWEST OF A POWERLINE BRACE POLE AND 56.0
 BE1493'FEET SOUTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND
 BE1493'8TH STREET.
 BE1493
 BE1493                          STATION RECOVERY (1977)
 BE1493
 BE1493'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1493'2.5 MI NW FROM PANAMA CITY BEACH.
 BE1493'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1493'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO NORTHWEST ON U.S.
 BE1493'ROUTE 98 FOR ABOUT 2.5 MILES TO THE JUNCTION OF 8TH STREET AND
 BE1493'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1493'INCHES BELOW GROUND.  IT IS 37.0 FEET SOUTH OF CENTER OF THE JUNCTION
 BE1493'OF U.S. ROUTE 98 AND 8TH STREET, 31.0 FEET SOUTH-SOUTHWEST OF CENTER
 BE1493'OF U.S. ROUTE 98, 16.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 BE1493'AND 15.8 FEET NORTH-NORTHEAST OF A POWERLINE BRACE POLE. SECTION 11, T
 BE1493'3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1374 ***********************************************************************
 BE1374  DESIGNATION -  46 76 B06 RM 1
 BE1374  PID         -  BE1374
 BE1374  STATE/COUNTY-  FL/BAY
 BE1374  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1374
 BE1374                         *CURRENT SURVEY CONTROL
 BE1374  ___________________________________________________________________
 BE1374* NAD 83(1986)-  30 14 25.     (N)    085 55 35.     (W)     SCALED    
 BE1374* NAVD 88     -         6.863  (meters)      22.52   (feet)  ADJUSTED  
 BE1374  ___________________________________________________________________
 BE1374  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1374  DYNAMIC HT  -           6.854 (meters)      22.49  (feet)  COMP
 BE1374  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 BE1374
 BE1374  VERT ORDER  -  SECOND    CLASS II
 BE1374
 BE1374.The horizontal coordinates were scaled from a topographic map and have
 BE1374.an estimated accuracy of +/- 6 seconds.
 BE1374
 BE1374.The orthometric height was determined by differential leveling
 BE1374.and adjusted by the National Geodetic Survey in June 1991..
 BE1374
 BE1374.The geoid height was determined by GEOID03.
 BE1374
 BE1374.The dynamic height is computed by dividing the NAVD 88
 BE1374.geopotential number by the normal gravity value computed on the
 BE1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1374.degrees latitude (g = 980.6199 gals.).
 BE1374
 BE1374.The modeled gravity was interpolated from observed gravity values.
 BE1374
 BE1374;                    North         East    Units  Estimated Accuracy
 BE1374;SPC FL N     -   138,340.      462,720.      MT  (+/- 180 meters Scaled)
 BE1374
 BE1374                          SUPERSEDED SURVEY CONTROL
 BE1374
 BE1374.No superseded survey control is available for this station.
 BE1374
 BE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU033458(NAD 83)
 BE1374_MARKER: DD = SURVEY DISK
 BE1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1374_STAMPING: 46 76 B06 RM NO 1
 BE1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1374+STABILITY: SURFACE MOTION
 BE1374
 BE1374  HISTORY     - Date     Condition        Report By
 BE1374  HISTORY     - 1976     MONUMENTED       FLDT
 BE1374  HISTORY     - 1977     GOOD             FLDT
 BE1374
 BE1374                          STATION DESCRIPTION
 BE1374
 BE1374'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1374'2.5 MI NW FROM PANAMA CITY BEACH.
 BE1374'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1374'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO NORTHWEST ON U.S.
 BE1374'ROUTE 98 FOR ABOUT 2.5 MILES TO THE JUNCTION OF 8TH STREET AND
 BE1374'REFERENCE MARK, WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1374'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 78.0 FEET
 BE1374'SOUTH-SOUTHEAST OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 8TH
 BE1374'STREET, 50.0 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98, 42.5
 BE1374'FEET SOUTHEAST OF A POWERLINE BRACE POLE AND 1.0 FOOT NORTH-NORTHEAST
 BE1374'OF A METAL WITNESS POST.  SECTION 11, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1454 ***********************************************************************
 BE1454  DESIGNATION -  46 76 B06 RM 2
 BE1454  PID         -  BE1454
 BE1454  STATE/COUNTY-  FL/BAY
 BE1454  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1454
 BE1454                         *CURRENT SURVEY CONTROL
 BE1454  ___________________________________________________________________
 BE1454* NAD 83(1986)-  30 14 25.     (N)    085 55 35.     (W)     SCALED    
 BE1454* NAVD 88     -         7.003  (meters)      22.98   (feet)  ADJUSTED  
 BE1454  ___________________________________________________________________
 BE1454  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1454  DYNAMIC HT  -           6.994 (meters)      22.95  (feet)  COMP
 BE1454  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 BE1454
 BE1454  VERT ORDER  -  SECOND    CLASS II
 BE1454
 BE1454.The horizontal coordinates were scaled from a topographic map and have
 BE1454.an estimated accuracy of +/- 6 seconds.
 BE1454
 BE1454.The orthometric height was determined by differential leveling
 BE1454.and adjusted by the National Geodetic Survey in June 1991..
 BE1454
 BE1454.The geoid height was determined by GEOID03.
 BE1454
 BE1454.The dynamic height is computed by dividing the NAVD 88
 BE1454.geopotential number by the normal gravity value computed on the
 BE1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1454.degrees latitude (g = 980.6199 gals.).
 BE1454
 BE1454.The modeled gravity was interpolated from observed gravity values.
 BE1454
 BE1454;                    North         East    Units  Estimated Accuracy
 BE1454;SPC FL N     -   138,340.      462,720.      MT  (+/- 180 meters Scaled)
 BE1454
 BE1454                          SUPERSEDED SURVEY CONTROL
 BE1454
 BE1454.No superseded survey control is available for this station.
 BE1454
 BE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU033458(NAD 83)
 BE1454_MARKER: DD = SURVEY DISK
 BE1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1454_STAMPING: 46 76 B06 RM NO 2
 BE1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1454+STABILITY: SURFACE MOTION
 BE1454
 BE1454  HISTORY     - Date     Condition        Report By
 BE1454  HISTORY     - 1976     MONUMENTED       FLDT
 BE1454  HISTORY     - 1977     GOOD             FLDT
 BE1454
 BE1454                          STATION DESCRIPTION
 BE1454
 BE1454'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1454'2.5 MI NW FROM PANAMA CITY BEACH.
 BE1454'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1454'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1454'U.S. ROUTE 98 FOR ABOUT 2.5 MILES TO THE JUNCTION OF 8TH STREET AND
 BE1454'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1454'CONCRETE MONUMENT 4 INCHES BELOW GROUND.  IT IS 56.0 FEET SOUTHWEST OF
 BE1454'CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 8TH STREET, 50.5 FEET
 BE1454'WEST-NORTHWEST OF A POWER LINE BRACE POLE AND 45.0 FEET
 BE1454'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1494 ***********************************************************************
 BE1494  DESIGNATION -  46 76 B07
 BE1494  PID         -  BE1494
 BE1494  STATE/COUNTY-  FL/BAY
 BE1494  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1494
 BE1494                         *CURRENT SURVEY CONTROL
 BE1494  ___________________________________________________________________
 BE1494* NAD 83(1990)-  30 14 13.25933(N)    085 55 07.88050(W)     ADJUSTED  
 BE1494* NAVD 88     -         4.887  (meters)      16.03   (feet)  ADJUSTED  
 BE1494  ___________________________________________________________________
 BE1494  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BE1494  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1494  DYNAMIC HT  -           4.880 (meters)      16.01  (feet)  COMP
 BE1494  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BE1494
 BE1494  HORZ ORDER  -  SECOND
 BE1494  VERT ORDER  -  SECOND    CLASS II
 BE1494
 BE1494.The horizontal coordinates were established by classical geodetic methods
 BE1494.and adjusted by the National Geodetic Survey in May 1991..
 BE1494
 BE1494.The orthometric height was determined by differential leveling
 BE1494.and adjusted by the National Geodetic Survey in June 1991..
 BE1494
 BE1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1494
 BE1494.The geoid height was determined by GEOID03.
 BE1494
 BE1494.The dynamic height is computed by dividing the NAVD 88
 BE1494.geopotential number by the normal gravity value computed on the
 BE1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1494.degrees latitude (g = 980.6199 gals.).
 BE1494
 BE1494.The modeled gravity was interpolated from observed gravity values.
 BE1494
 BE1494;                    North         East     Units Scale Factor Converg.
 BE1494;SPC FL N     -   137,969.948   463,436.848   MT  0.99994917   -0 42 46.8
 BE1494;SPC FL N     -   452,656.40  1,520,459.06   sFT  0.99994917   -0 42 46.8
 BE1494;UTM  16      - 3,345,543.463   604,028.252   MT  0.99973351   +0 32 40.2
 BE1494
 BE1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1494!SPC FL N     -   1.00000357  x   0.99994917  =   0.99995274
 BE1494!UTM  16      -   1.00000357  x   0.99973351  =   0.99973708
 BE1494
 BE1494|---------------------------------------------------------------------|
 BE1494| PID    Reference Object                     Distance      Geod. Az  |
 BE1494|                                                           dddmmss.s |
 BE1494| BE1375 46 76 B07 RM 1                        7.295 METERS 09707     |
 BE1494| BE1493 46 76 B06                           APPROX. 0.8 KM 2971042.8 |
 BE1494| BE1455 46 76 B07 RM 2                       17.190 METERS 30456     |
 BE1494|---------------------------------------------------------------------|
 BE1494
 BE1494                          SUPERSEDED SURVEY CONTROL
 BE1494
 BE1494  NAD 83(1986)-  30 14 13.27054(N)    085 55 07.88954(W) AD(       ) 2
 BE1494  NAD 27      -  30 14 12.54172(N)    085 55 08.12007(W) AD(       ) 2
 BE1494  NGVD 29 (07/19/86)    5.02   (m)           16.5    (f) LEVELING    3  
 BE1494
 BE1494.Superseded values are not recommended for survey control.
 BE1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1494.See file dsdata.txt to determine how the superseded data were derived.
 BE1494
 BE1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0402845543(NAD 83)
 BE1494_MARKER: DD = SURVEY DISK
 BE1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1494_STAMPING: 46 76 B07
 BE1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1494+STABILITY: SURFACE MOTION
 BE1494
 BE1494  HISTORY     - Date     Condition        Report By
 BE1494  HISTORY     - 1976     MONUMENTED       FLDT
 BE1494  HISTORY     - 1977     GOOD             FLDT
 BE1494
 BE1494                          STATION DESCRIPTION
 BE1494
 BE1494'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1494'STATION IS LOCATED ABOUT 16-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1494'ABOUT 16 MILES NORTHWEST OF PANAMA CITY AND ABOUT 12-1/2 MILES
 BE1494'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1494'U.S. ROUTE 98.
 BE1494'
 BE1494'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1494'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1494'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1494'1.9 MILES TO THE INTERSECTION OF 1ST STREET AND STATION ON THE
 BE1494'RIGHT.
 BE1494'
 BE1494'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1494'BRASS DISK, STAMPED 46 76 B07, SET IN THE TOP OF A ROUND CONCRETE
 BE1494'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 13.0 FEET SOUTHWEST OF
 BE1494'A METAL WITNESS POST, 28.2 FEET SOUTHWEST OF THE SOUTHEAST
 BE1494'CORNER OF A CONCRETE BLOCK HOUSE, 36.0 FEET NORTHEAST OF CENTER
 BE1494'OF U.S. ROUTE 98 AND 45.0 FEET NORTHWEST OF CENTER OF 1ST
 BE1494'STREET.
 BE1494'
 BE1494'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1494'TRANSPORTATION BRASS DISK, STAMPED 46 76 B07 RM NO1, SET IN THE
 BE1494'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1494'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 5.0
 BE1494'FEET EAST OF A POWERLINE POLE, 23.0 FEET NORTHWEST OF CENTER OF
 BE1494'1ST STREET, 29.0 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A
 BE1494'CONCRETE BLOCK HOUSE AND 45.0 FEET NORTHEAST OF CENTER OF
 BE1494'U.S. ROUTE 98.
 BE1494'
 BE1494'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1494'TRANSPORTATION BRASS DISK, STAMPED 46 76 B07 RM NO2, SET IN THE
 BE1494'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1494'GROUND.  IT IS 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 16.0
 BE1494'FEET NORTHWEST OF CENTER OF A DRIVEWAY, 39.0 FEET WEST OF THE
 BE1494'SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE AND 41.0 FEET
 BE1494'NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1494
 BE1494                          STATION RECOVERY (1977)
 BE1494
 BE1494'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1494'1.95 MI NW FROM PANAMA CITY BEACH.
 BE1494'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1494'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO NORTHWEST ON U.S.
 BE1494'ROUTE 98 FOR ABOUT 1.95 MILES TO THE JUNCTION OF 1ST STREET AND
 BE1494'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4
 BE1494'INCHES BELOW GROUND.  IT IS 45.0 FEET NORTHWEST OF CENTER OF 1ST
 BE1494'STREET, 36.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 28.2 FEET
 BE1494'SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE AND 13.0
 BE1494'FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 14, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1375 ***********************************************************************
 BE1375  DESIGNATION -  46 76 B07 RM 1
 BE1375  PID         -  BE1375
 BE1375  STATE/COUNTY-  FL/BAY
 BE1375  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1375
 BE1375                         *CURRENT SURVEY CONTROL
 BE1375  ___________________________________________________________________
 BE1375* NAD 83(1986)-  30 14 13.     (N)    085 55 08.     (W)     SCALED    
 BE1375* NAVD 88     -         5.212  (meters)      17.10   (feet)  ADJUSTED  
 BE1375  ___________________________________________________________________
 BE1375  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1375  DYNAMIC HT  -           5.206 (meters)      17.08  (feet)  COMP
 BE1375  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BE1375
 BE1375  VERT ORDER  -  SECOND    CLASS II
 BE1375
 BE1375.The horizontal coordinates were scaled from a topographic map and have
 BE1375.an estimated accuracy of +/- 6 seconds.
 BE1375
 BE1375.The orthometric height was determined by differential leveling
 BE1375.and adjusted by the National Geodetic Survey in June 1991..
 BE1375
 BE1375.The geoid height was determined by GEOID03.
 BE1375
 BE1375.The dynamic height is computed by dividing the NAVD 88
 BE1375.geopotential number by the normal gravity value computed on the
 BE1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1375.degrees latitude (g = 980.6199 gals.).
 BE1375
 BE1375.The modeled gravity was interpolated from observed gravity values.
 BE1375
 BE1375;                    North         East    Units  Estimated Accuracy
 BE1375;SPC FL N     -   137,960.      463,430.      MT  (+/- 180 meters Scaled)
 BE1375
 BE1375                          SUPERSEDED SURVEY CONTROL
 BE1375
 BE1375.No superseded survey control is available for this station.
 BE1375
 BE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU040455(NAD 83)
 BE1375_MARKER: DD = SURVEY DISK
 BE1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1375_STAMPING: 46 76 B07 RM NO 1
 BE1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1375+STABILITY: SURFACE MOTION
 BE1375
 BE1375  HISTORY     - Date     Condition        Report By
 BE1375  HISTORY     - 1976     MONUMENTED       FLDT
 BE1375  HISTORY     - 1977     GOOD             FLDT
 BE1375
 BE1375                          STATION DESCRIPTION
 BE1375
 BE1375'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1375'1.95 MI NW FROM PANAMA CITY BEACH.
 BE1375'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1375'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH, GO NORTHWEST ON U.S.
 BE1375'ROUTE 98 FOR ABOUT 1.95 MILES TO THE JUNCTION OF 1ST STREET AND
 BE1375'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1375'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 45.0 FEET NORTHEAST OF
 BE1375'CENTER OF U.S. ROUTE 98, 29.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 BE1375'CORNER OF A CONCRETE BLOCK HOUSE, 23.0 FEET NORTHWEST OF CENTER OF 1ST
 BE1375'STREET, 5.0 FEET EAST OF A POWER POLE AND 1.5 FEET SOUTHWEST OF A
 BE1375'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1455 ***********************************************************************
 BE1455  DESIGNATION -  46 76 B07 RM 2
 BE1455  PID         -  BE1455
 BE1455  STATE/COUNTY-  FL/BAY
 BE1455  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1455
 BE1455                         *CURRENT SURVEY CONTROL
 BE1455  ___________________________________________________________________
 BE1455* NAD 83(1986)-  30 14 13.     (N)    085 55 08.     (W)     SCALED    
 BE1455* NAVD 88     -         5.323  (meters)      17.46   (feet)  ADJUSTED  
 BE1455  ___________________________________________________________________
 BE1455  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1455  DYNAMIC HT  -           5.316 (meters)      17.44  (feet)  COMP
 BE1455  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BE1455
 BE1455  VERT ORDER  -  SECOND    CLASS II
 BE1455
 BE1455.The horizontal coordinates were scaled from a topographic map and have
 BE1455.an estimated accuracy of +/- 6 seconds.
 BE1455
 BE1455.The orthometric height was determined by differential leveling
 BE1455.and adjusted by the National Geodetic Survey in June 1991..
 BE1455
 BE1455.The geoid height was determined by GEOID03.
 BE1455
 BE1455.The dynamic height is computed by dividing the NAVD 88
 BE1455.geopotential number by the normal gravity value computed on the
 BE1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1455.degrees latitude (g = 980.6199 gals.).
 BE1455
 BE1455.The modeled gravity was interpolated from observed gravity values.
 BE1455
 BE1455;                    North         East    Units  Estimated Accuracy
 BE1455;SPC FL N     -   137,960.      463,430.      MT  (+/- 180 meters Scaled)
 BE1455
 BE1455                          SUPERSEDED SURVEY CONTROL
 BE1455
 BE1455.No superseded survey control is available for this station.
 BE1455
 BE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU040455(NAD 83)
 BE1455_MARKER: DD = SURVEY DISK
 BE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1455_STAMPING: 46 76 B07 RM NO 2
 BE1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1455+STABILITY: SURFACE MOTION
 BE1455
 BE1455  HISTORY     - Date     Condition        Report By
 BE1455  HISTORY     - 1976     MONUMENTED       FLDT
 BE1455  HISTORY     - 1977     GOOD             FLDT
 BE1455
 BE1455                          STATION DESCRIPTION
 BE1455
 BE1455'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1455'1.95 MI NW FROM PANAMA CITY BEACH.
 BE1455'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1455'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1455'U.S. ROUTE 98 FOR ABOUT 1.95 MILES TO THE JUNCTION OF 1ST STREET AND
 BE1455'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1455'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 41.0 FEET NORTHEAST OF
 BE1455'CENTER OF U.S. ROUTE 98, 39.0 FEET WEST OF THE SOUTHWEST CORNER OF A
 BE1455'CONCRETE BLOCK HOUSE, 16.0 FEET NORTHWEST OF CENTER OF A DRIVEWAY AND
 BE1455'1.7 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 14, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1495 ***********************************************************************
 BE1495  DESIGNATION -  46 76 B08
 BE1495  PID         -  BE1495
 BE1495  STATE/COUNTY-  FL/BAY
 BE1495  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1495
 BE1495                         *CURRENT SURVEY CONTROL
 BE1495  ___________________________________________________________________
 BE1495* NAD 83(1990)-  30 13 49.22956(N)    085 54 20.84360(W)     ADJUSTED  
 BE1495* NAVD 88     -         5.598  (meters)      18.37   (feet)  ADJUSTED  
 BE1495  ___________________________________________________________________
 BE1495  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BE1495  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1495  DYNAMIC HT  -           5.590 (meters)      18.34  (feet)  COMP
 BE1495  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 BE1495
 BE1495  HORZ ORDER  -  SECOND
 BE1495  VERT ORDER  -  SECOND    CLASS II
 BE1495
 BE1495.The horizontal coordinates were established by classical geodetic methods
 BE1495.and adjusted by the National Geodetic Survey in May 1991..
 BE1495
 BE1495.The orthometric height was determined by differential leveling
 BE1495.and adjusted by the National Geodetic Survey in June 1991..
 BE1495
 BE1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1495
 BE1495.The geoid height was determined by GEOID03.
 BE1495
 BE1495.The dynamic height is computed by dividing the NAVD 88
 BE1495.geopotential number by the normal gravity value computed on the
 BE1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1495.degrees latitude (g = 980.6199 gals.).
 BE1495
 BE1495.The modeled gravity was interpolated from observed gravity values.
 BE1495
 BE1495;                    North         East     Units Scale Factor Converg.
 BE1495;SPC FL N     -   137,214.505   464,685.229   MT  0.99994904   -0 42 23.2
 BE1495;SPC FL N     -   450,177.92  1,524,554.79   sFT  0.99994904   -0 42 23.2
 BE1495;UTM  16      - 3,344,815.753   605,292.640   MT  0.99973677   +0 33 03.5
 BE1495
 BE1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1495!SPC FL N     -   1.00000346  x   0.99994904  =   0.99995250
 BE1495!UTM  16      -   1.00000346  x   0.99973677  =   0.99974023
 BE1495
 BE1495:                Primary Azimuth Mark                     Grid Az
 BE1495:SPC FL N     -  46 76 B08 AZ MK                          118 29 20.1
 BE1495:UTM  16      -  46 76 B08 AZ MK                          117 13 53.4
 BE1495
 BE1495|---------------------------------------------------------------------|
 BE1495| PID    Reference Object                     Distance      Geod. Az  |
 BE1495|                                                           dddmmss.s |
 BE1495| BE1407 46 76 B08 AZ MK                     APPROX. 0.6 KM 1174656.9 |
 BE1495| BE1376 46 76 B08 RM 1                       16.826 METERS 13549     |
 BE1495| BE1456 46 76 B08 RM 2                       16.244 METERS 27534     |
 BE1495|---------------------------------------------------------------------|
 BE1495
 BE1495                          SUPERSEDED SURVEY CONTROL
 BE1495
 BE1495  NAD 83(1986)-  30 13 49.24066(N)    085 54 20.85267(W) AD(       ) 2
 BE1495  NAD 27      -  30 13 48.51155(N)    085 54 21.08410(W) AD(       ) 2
 BE1495  NGVD 29 (07/19/86)    5.74   (m)           18.8    (f) LEVELING    3  
 BE1495
 BE1495.Superseded values are not recommended for survey control.
 BE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1495.See file dsdata.txt to determine how the superseded data were derived.
 BE1495
 BE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0529344816(NAD 83)
 BE1495_MARKER: DD = SURVEY DISK
 BE1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1495_STAMPING: 46 76 B08
 BE1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1495+STABILITY: SURFACE MOTION
 BE1495
 BE1495  HISTORY     - Date     Condition        Report By
 BE1495  HISTORY     - 1976     MONUMENTED       FLDT
 BE1495  HISTORY     - 1977     GOOD             FLDT
 BE1495
 BE1495                          STATION DESCRIPTION
 BE1495
 BE1495'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1495'STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1495'15 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 11-1/2 MILES
 BE1495'NORTHWEST OF ST. ANDREWS STATE PARK ON THE SOUTHWEST SIDE OF
 BE1495'U.S. ROUTE 98.
 BE1495'
 BE1495'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1495'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1495'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHEAST ON U.S. ROUTE 98 FOR
 BE1495'0.6 MILE AND AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON
 BE1495'U.S. ROUTE 98 FOR 0.4 MILE TO SHALIMAR STREET AND STATION ON THE
 BE1495'LEFT.
 BE1495'
 BE1495'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1495'BRASS DISK, STAMPED 46 76 B08, SET IN THE TOP OF A ROUND CONCRETE
 BE1495'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 4.0 FEET SOUTHWEST OF
 BE1495'A METAL HIGHWAY SIGN POST, 13.0 FEET NORTHEAST OF A METAL WITNESS
 BE1495'POST, 27.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 49.0 FEET
 BE1495'WEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND SHALIMAR
 BE1495'STREET, 58.0 FEET NORTHWEST OF CENTER OF A MAN HOLE COVER AND
 BE1495'95.0 FEET NORTHWEST OF CENTER OF NORTHWEST DRIVE TO SURFSIDE
 BE1495'VILLAS.
 BE1495'
 BE1495'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1495'TRANSPORTATION BRASS DISK, STAMPED 46 76 B08 RM NO1, SET IN THE
 BE1495'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1495'GROUND.  IT IS 2.0 FEET NORTHEAST OF A METAL WITNESS POST, 42.5
 BE1495'FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 45.0 FEET SOUTH OF
 BE1495'CENTER OF INTERSECTION OF U.S. ROUTE 98 AND SHALIMAR STREET AND
 BE1495'47.0 FEET WEST-NORTHWEST OF CENTER OF NORTHWEST DRIVE TO
 BE1495'SURFSIDE VILLAS.
 BE1495'
 BE1495'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1495'TRANSPORTATION BRASS DISK, STAMPED 46 76 B08 RM NO2, SET IN THE
 BE1495'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1495'GROUND.  IT IS 1.6 FEET NORTHEAST OF A METAL WITNESS POST, 49.0
 BE1495'FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 102.0 FEET WEST OF
 BE1495'CENTER OF INTERSECTION OF U.S. ROUTE 98 AND SHALIMAR STREET.
 BE1495'
 BE1495'AZIMUTH MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1495'BRASS DISK, STAMPED 46 76 B08 AZ MK, SET IN THE TOP OF A 4 INCH
 BE1495'X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS
 BE1495'2.3 FEET SOUTHWEST OF A METAL WITNESS POST, 4.3 FEET SOUTHWEST
 BE1495'OF POWERLINE POLE 55777-44914, 41.0 FEET NORTHEAST OF CENTER
 BE1495'OF U.S. ROUTE 98 AND 51.0 FEET SOUTHEAST OF A FIRE HYDRANT.
 BE1495
 BE1495                          STATION RECOVERY (1977)
 BE1495
 BE1495'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1495'1.05 MI NW FROM PANAMA CITY BEACH.
 BE1495'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1495'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1495'U.S. ROUTE 98 FOR ABOUT 1.05 MILES TO THE JUNCTION OF SHALIMAR STREET
 BE1495'AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BE1495'INCHES BELOW GROUND.  IT IS 95.0 FEET NORTHWEST OF CENTER OF THE
 BE1495'NORTHWEST DRIVE TO SURFSIDE VILLAS, 58.0 FEET NORTHWEST OF CENTER OF A
 BE1495'METAL MANHOLE COVER, 49.0 FEET WEST OF CENTER OF THE JUNCTION OF U.S.
 BE1495'ROUTE 98 AND SHALIMAR STREET, 27.0 FEET SOUTHWEST OF CENTER OF U.S.
 BE1495'ROUTE 98, 13.0 FEET NORTHEAST OF A METAL WITNESS POST AND 4.0 FEET
 BE1495'SOUTHWEST OF A METAL HIGHWAY SIGN POST.  SECTION 13, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1407 ***********************************************************************
 BE1407  DESIGNATION -  46 76 B08 AZ MK
 BE1407  PID         -  BE1407
 BE1407  STATE/COUNTY-  FL/BAY
 BE1407  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1407
 BE1407                         *CURRENT SURVEY CONTROL
 BE1407  ___________________________________________________________________
 BE1407* NAD 83(1990)-  30 13 39.90144(N)    085 54 00.45542(W)     ADJUSTED  
 BE1407* NAVD 88     -         3.541  (meters)      11.62   (feet)  ADJUSTED  
 BE1407  ___________________________________________________________________
 BE1407  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BE1407  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1407  DYNAMIC HT  -           3.537 (meters)      11.60  (feet)  COMP
 BE1407  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 BE1407
 BE1407  HORZ ORDER  -  THIRD
 BE1407  VERT ORDER  -  SECOND    CLASS II
 BE1407
 BE1407.The horizontal coordinates were established by classical geodetic methods
 BE1407.and adjusted by the National Geodetic Survey in May 1991..
 BE1407.No horizontal observational check was made to the station.
 BE1407
 BE1407.The orthometric height was determined by differential leveling
 BE1407.and adjusted by the National Geodetic Survey in June 1991..
 BE1407
 BE1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1407
 BE1407.The geoid height was determined by GEOID03.
 BE1407
 BE1407.The dynamic height is computed by dividing the NAVD 88
 BE1407.geopotential number by the normal gravity value computed on the
 BE1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1407.degrees latitude (g = 980.6199 gals.).
 BE1407
 BE1407.The modeled gravity was interpolated from observed gravity values.
 BE1407
 BE1407;                    North         East     Units Scale Factor Converg.
 BE1407;SPC FL N     -   136,920.589   465,226.805   MT  0.99994899   -0 42 13.0
 BE1407;SPC FL N     -   449,213.63  1,526,331.61   sFT  0.99994899   -0 42 13.0
 BE1407;UTM  16      - 3,344,533.851   605,840.419   MT  0.99973820   +0 33 13.6
 BE1407
 BE1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1407!SPC FL N     -   1.00000378  x   0.99994899  =   0.99995277
 BE1407!UTM  16      -   1.00000378  x   0.99973820  =   0.99974198
 BE1407
 BE1407                          SUPERSEDED SURVEY CONTROL
 BE1407
 BE1407  NAD 83(1986)-  30 13 39.91250(N)    085 54 00.46452(W) AD(       ) 3
 BE1407  NAD 27      -  30 13 39.18333(N)    085 54 00.69635(W) AD(       ) 3
 BE1407  NGVD 29 (07/19/86)    3.68   (m)           12.1    (f) LEVELING    3  
 BE1407
 BE1407.Superseded values are not recommended for survey control.
 BE1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1407.See file dsdata.txt to determine how the superseded data were derived.
 BE1407
 BE1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0584044534(NAD 83)
 BE1407_MARKER: DD = SURVEY DISK
 BE1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1407_STAMPING: 46 76 B08 AZ MK
 BE1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1407+STABILITY: SURFACE MOTION
 BE1407
 BE1407  HISTORY     - Date     Condition        Report By
 BE1407  HISTORY     - 1976     MONUMENTED       FLDT
 BE1407  HISTORY     - 1977     GOOD             FLDT
 BE1407  HISTORY     - 19930126 MARK NOT FOUND   USPSQD
 BE1407
 BE1407                          STATION DESCRIPTION
 BE1407
 BE1407'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1407'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BE1407'STAMPED 46 76 B08 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BE1407'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 2.3 FEET SOUTHWEST
 BE1407'OF A METAL WITNESS POST, 4.3 FEET SOUTHWEST OF POWERLINE POLE
 BE1407'55777-44914, 41.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98
 BE1407'AND 51.0 FEET SOUTHEAST OF A FIRE HYDRANT.
 BE1407
 BE1407                          STATION RECOVERY (1977)
 BE1407
 BE1407'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1407'IN PANAMA CITY BEACH.
 BE1407'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1407'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH. GO NORTHWEST ON U.S.
 BE1407'ROUTE 98 FOR ABOUT 0.65 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE
 BE1407'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1407'GROUND.  IT IS 51.0 FEET SOUTHEAST OF A FIRE HYDRANT, 41.0 FEET
 BE1407'NORTHEAST OF CENTER OF U.S. ROUTE 98, 4.3 FEET SOUTHWEST OF POWER POLE
 BE1407'NO. 55777-44914 AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 BE1407'SECTION 13, T 3S, R 17W.
 BE1407
 BE1407                          STATION RECOVERY (1993)
 BE1407
 BE1407'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1376 ***********************************************************************
 BE1376  DESIGNATION -  46 76 B08 RM 1
 BE1376  PID         -  BE1376
 BE1376  STATE/COUNTY-  FL/BAY
 BE1376  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1376
 BE1376                         *CURRENT SURVEY CONTROL
 BE1376  ___________________________________________________________________
 BE1376* NAD 83(1986)-  30 13 49.     (N)    085 54 21.     (W)     SCALED    
 BE1376* NAVD 88     -         5.385  (meters)      17.67   (feet)  ADJUSTED  
 BE1376  ___________________________________________________________________
 BE1376  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1376  DYNAMIC HT  -           5.378 (meters)      17.64  (feet)  COMP
 BE1376  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 BE1376
 BE1376  VERT ORDER  -  SECOND    CLASS II
 BE1376
 BE1376.The horizontal coordinates were scaled from a topographic map and have
 BE1376.an estimated accuracy of +/- 6 seconds.
 BE1376
 BE1376.The orthometric height was determined by differential leveling
 BE1376.and adjusted by the National Geodetic Survey in June 1991..
 BE1376
 BE1376.The geoid height was determined by GEOID03.
 BE1376
 BE1376.The dynamic height is computed by dividing the NAVD 88
 BE1376.geopotential number by the normal gravity value computed on the
 BE1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1376.degrees latitude (g = 980.6199 gals.).
 BE1376
 BE1376.The modeled gravity was interpolated from observed gravity values.
 BE1376
 BE1376;                    North         East    Units  Estimated Accuracy
 BE1376;SPC FL N     -   137,210.      464,680.      MT  (+/- 180 meters Scaled)
 BE1376
 BE1376                          SUPERSEDED SURVEY CONTROL
 BE1376
 BE1376.No superseded survey control is available for this station.
 BE1376
 BE1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU052448(NAD 83)
 BE1376_MARKER: DD = SURVEY DISK
 BE1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1376_STAMPING: 46 76 B08 RM NO 1
 BE1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1376+STABILITY: SURFACE MOTION
 BE1376
 BE1376  HISTORY     - Date     Condition        Report By
 BE1376  HISTORY     - 1976     MONUMENTED       FLDT
 BE1376  HISTORY     - 1977     GOOD             FLDT
 BE1376
 BE1376                          STATION DESCRIPTION
 BE1376
 BE1376'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1376'1.05 MI NW FROM PANAMA CITY BEACH.
 BE1376'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1376'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1376'U.S. ROUTE 98 FOR ABOUT 1.05 MILES TO THE JUNCTION OF SHALIMAR STREET
 BE1376'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1376'SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 47.0 FEET
 BE1376'WEST-NORTHWEST OF CENTER OF THE NORTHWEST DRIVE TO SURFSIDE VILLAS,
 BE1376'45.0 FEET SOUTH OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND
 BE1376'SHALIMAR STREET, 42.5 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND
 BE1376'2.0 FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 13, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1456 ***********************************************************************
 BE1456  DESIGNATION -  46 76 B08 RM 2
 BE1456  PID         -  BE1456
 BE1456  STATE/COUNTY-  FL/BAY
 BE1456  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1456
 BE1456                         *CURRENT SURVEY CONTROL
 BE1456  ___________________________________________________________________
 BE1456* NAD 83(1986)-  30 13 49.     (N)    085 54 21.     (W)     SCALED    
 BE1456* NAVD 88     -         5.184  (meters)      17.01   (feet)  ADJUSTED  
 BE1456  ___________________________________________________________________
 BE1456  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1456  DYNAMIC HT  -           5.177 (meters)      16.98  (feet)  COMP
 BE1456  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 BE1456
 BE1456  VERT ORDER  -  SECOND    CLASS II
 BE1456
 BE1456.The horizontal coordinates were scaled from a topographic map and have
 BE1456.an estimated accuracy of +/- 6 seconds.
 BE1456
 BE1456.The orthometric height was determined by differential leveling
 BE1456.and adjusted by the National Geodetic Survey in June 1991..
 BE1456
 BE1456.The geoid height was determined by GEOID03.
 BE1456
 BE1456.The dynamic height is computed by dividing the NAVD 88
 BE1456.geopotential number by the normal gravity value computed on the
 BE1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1456.degrees latitude (g = 980.6199 gals.).
 BE1456
 BE1456.The modeled gravity was interpolated from observed gravity values.
 BE1456
 BE1456;                    North         East    Units  Estimated Accuracy
 BE1456;SPC FL N     -   137,210.      464,680.      MT  (+/- 180 meters Scaled)
 BE1456
 BE1456                          SUPERSEDED SURVEY CONTROL
 BE1456
 BE1456.No superseded survey control is available for this station.
 BE1456
 BE1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU052448(NAD 83)
 BE1456_MARKER: DD = SURVEY DISK
 BE1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1456_STAMPING: 46 76 B08 RM NO 2
 BE1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1456+STABILITY: SURFACE MOTION
 BE1456
 BE1456  HISTORY     - Date     Condition        Report By
 BE1456  HISTORY     - 1976     MONUMENTED       FLDT
 BE1456  HISTORY     - 1977     GOOD             FLDT
 BE1456
 BE1456                          STATION DESCRIPTION
 BE1456
 BE1456'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1456'1.05 MI NW FROM PANAMA CITY BEACH.
 BE1456'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE  ROUTE 79, ABOUT 0.4 MILE
 BE1456'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1456'U.S. ROUTE 98 FOR ABOUT 1.05 MILES TO THE JUNCTION OF SHALIMAR STREET
 BE1456'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1456'SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 102.0 FEET WEST
 BE1456'OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND SHALIMAR STREET, 49.0
 BE1456'FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 1.6 FEET NORTHEAST OF A
 BE1456'METAL WITNESS POST.  SECTION 13, T 3S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1496 ***********************************************************************
 BE1496  DESIGNATION -  46 76 B09
 BE1496  PID         -  BE1496
 BE1496  STATE/COUNTY-  FL/BAY
 BE1496  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1496
 BE1496                         *CURRENT SURVEY CONTROL
 BE1496  ___________________________________________________________________
 BE1496* NAD 83(1990)-  30 13 23.77538(N)    085 53 27.50698(W)     ADJUSTED  
 BE1496* NAVD 88     -         7.531  (meters)      24.71   (feet)  ADJUSTED  
 BE1496  ___________________________________________________________________
 BE1496  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BE1496  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1496  DYNAMIC HT  -           7.521 (meters)      24.68  (feet)  COMP
 BE1496  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BE1496
 BE1496  HORZ ORDER  -  SECOND
 BE1496  VERT ORDER  -  SECOND    CLASS II
 BE1496
 BE1496.The horizontal coordinates were established by classical geodetic methods
 BE1496.and adjusted by the National Geodetic Survey in May 1991..
 BE1496
 BE1496.The orthometric height was determined by differential leveling
 BE1496.and adjusted by the National Geodetic Survey in June 1991..
 BE1496
 BE1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1496
 BE1496.The geoid height was determined by GEOID03.
 BE1496
 BE1496.The dynamic height is computed by dividing the NAVD 88
 BE1496.geopotential number by the normal gravity value computed on the
 BE1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1496.degrees latitude (g = 980.6199 gals.).
 BE1496
 BE1496.The modeled gravity was interpolated from observed gravity values.
 BE1496
 BE1496;                    North         East     Units Scale Factor Converg.
 BE1496;SPC FL N     -   136,413.291   466,101.689   MT  0.99994891   -0 41 56.4
 BE1496;SPC FL N     -   447,549.27  1,529,201.96   sFT  0.99994891   -0 41 56.4
 BE1496;UTM  16      - 3,344,045.976   606,726.038   MT  0.99974052   +0 33 29.9
 BE1496
 BE1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1496!SPC FL N     -   1.00000315  x   0.99994891  =   0.99995206
 BE1496!UTM  16      -   1.00000315  x   0.99974052  =   0.99974367
 BE1496
 BE1496|---------------------------------------------------------------------|
 BE1496| PID    Reference Object                     Distance      Geod. Az  |
 BE1496|                                                           dddmmss.s |
 BE1496| BE1497 46 76 B10                           317.443 METERS 02558     |
 BE1496| BE1377 46 76 B09 RM 1                       33.049 METERS 06105     |
 BE1496| BE1495 46 76 B08                           APPROX. 1.6 KM 2984743.7 |
 BE1496| BE1457 46 76 B09 RM 2                       16.375 METERS 31217     |
 BE1496|---------------------------------------------------------------------|
 BE1496
 BE1496                          SUPERSEDED SURVEY CONTROL
 BE1496
 BE1496  NAD 83(1986)-  30 13 23.78636(N)    085 53 27.51609(W) AD(       ) 2
 BE1496  NAD 27      -  30 13 23.05711(N)    085 53 27.74847(W) AD(       ) 2
 BE1496  NGVD 29 (07/19/86)    7.67   (m)           25.2    (f) LEVELING    3  
 BE1496
 BE1496.Superseded values are not recommended for survey control.
 BE1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1496.See file dsdata.txt to determine how the superseded data were derived.
 BE1496
 BE1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0672644046(NAD 83)
 BE1496_MARKER: DD = SURVEY DISK
 BE1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1496_STAMPING: 46 76 B09
 BE1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1496+STABILITY: SURFACE MOTION
 BE1496
 BE1496  HISTORY     - Date     Condition        Report By
 BE1496  HISTORY     - 1976     MONUMENTED       FLDT
 BE1496  HISTORY     - 1977     GOOD             FLDT
 BE1496  HISTORY     - 1980     GOOD             NOS
 BE1496
 BE1496                          STATION DESCRIPTION
 BE1496
 BE1496'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1496'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1496'14 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 10-3/4 MILES
 BE1496'NORTHWEST OF ST. ANDREWS STATE PARK, IN THE TRIANGLE FORMED BY
 BE1496'THE Y INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 79.
 BE1496'
 BE1496'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1496'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1496'U.S. ROUTE 98 AND STATION.
 BE1496'
 BE1496'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1496'BRASS DISK, STAMPED 46 76 B09, SET IN THE TOP OF A ROUND CONCRETE
 BE1496'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 35.0 FEET NORTHEAST
 BE1496'OF CENTER OF U.S. ROUTE 98, 40.0 FEET SOUTHEAST OF A POWERLINE
 BE1496'POLE, 59.2 FEET WEST OF SOUTHWEST CORNER OF A STORE AND SERVICE
 BE1496'STATION BUILDING, 91.4 FEET SOUTHEAST OF A FIRE HYDRANT AND
 BE1496'127.0 FEET SOUTH-SOUTHEAST OF CENTER OF WEST FORK OF Y
 BE1496'INTERSECTION.
 BE1496'
 BE1496'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1496'TRANSPORTATION BRASS DISK, STAMPED 46 76 B09 RM NO1, SET IN THE
 BE1496'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1496'GROUND.  IT IS 0.9 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST,
 BE1496'3.0 FEET EAST-NORTHEAST OF NORTHWEST CORNER OF A CONCRETE BASE
 BE1496'FOR A GAS SIGN, 32.0 FEET NORTHEAST OF NORTHWEST CORNER OF A
 BE1496'STORE AND SERVICE STATION BUILDING, 115.3 FEET SOUTH-SOUTHEAST
 BE1496'OF CENTER OF WEST FORK ON Y INTERSECTION AND 116.3 FEET EAST
 BE1496'OF CENTER OF EAST FORK OF Y INTERSECTION.
 BE1496'
 BE1496'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1496'TRANSPORTATION BRASS DISK, STAMPED 46 76 B09 RM NO2, SET IN THE
 BE1496'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1496'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 13.5
 BE1496'FEET NORTHWEST OF A POWERLINE POLE, 38.1 FEET SOUTHEAST OF A FIRE
 BE1496'HYDRANT, 47.1 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 81.0
 BE1496'FEET SOUTH-SOUTHEAST OF CENTER OF WEST FORK OF Y INTERSECTION.
 BE1496
 BE1496                          STATION RECOVERY (1977)
 BE1496
 BE1496'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1496'IN PANAMA CITY BEACH.
 BE1496'FROM THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1496'79 FOR ABOUT 0.4 MILE TO THE JUNCTION OF U.S. ROUTE 98 AND STATION, IN
 BE1496'THE TRIANGLE FORMED BY THE JUNCTION.  WHICH IS SET IN THE TOP OF A
 BE1496'ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 127.0 FEET
 BE1496'SOUTH-SOUTHEAST OF CENTER OF THE WESTBOUND ENTRANCE TO U.S. ROUTE 98,
 BE1496'91.4 FEET SOUTHEAST OF A FIRE HYDRANT, 59.2 FEET WEST OF THE SOUTHWEST
 BE1496'CORNER OF A BRICK AND WOOD STORE AND GAS STATION BUILDING IN THE
 BE1496'TRIANGLE FORMED BY THE JUNCTION, 40.0 FEET SOUTHEAST OF A POWER POLE
 BE1496'AND 35.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98. SECTION 18, T 3S,
 BE1496'R 16W.
 BE1496
 BE1496                          STATION RECOVERY (1980)
 BE1496
 BE1496'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1496'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1496'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1377 ***********************************************************************
 BE1377  DESIGNATION -  46 76 B09 RM 1
 BE1377  PID         -  BE1377
 BE1377  STATE/COUNTY-  FL/BAY
 BE1377  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1377
 BE1377                         *CURRENT SURVEY CONTROL
 BE1377  ___________________________________________________________________
 BE1377* NAD 83(1986)-  30 13 24.     (N)    085 53 27.     (W)     SCALED    
 BE1377* NAVD 88     -         7.897  (meters)      25.91   (feet)  ADJUSTED  
 BE1377  ___________________________________________________________________
 BE1377  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1377  DYNAMIC HT  -           7.887 (meters)      25.88  (feet)  COMP
 BE1377  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BE1377
 BE1377  VERT ORDER  -  SECOND    CLASS II
 BE1377
 BE1377.The horizontal coordinates were scaled from a topographic map and have
 BE1377.an estimated accuracy of +/- 6 seconds.
 BE1377
 BE1377.The orthometric height was determined by differential leveling
 BE1377.and adjusted by the National Geodetic Survey in June 1991..
 BE1377
 BE1377.The geoid height was determined by GEOID03.
 BE1377
 BE1377.The dynamic height is computed by dividing the NAVD 88
 BE1377.geopotential number by the normal gravity value computed on the
 BE1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1377.degrees latitude (g = 980.6199 gals.).
 BE1377
 BE1377.The modeled gravity was interpolated from observed gravity values.
 BE1377
 BE1377;                    North         East    Units  Estimated Accuracy
 BE1377;SPC FL N     -   136,420.      466,120.      MT  (+/- 180 meters Scaled)
 BE1377
 BE1377                          SUPERSEDED SURVEY CONTROL
 BE1377
 BE1377.No superseded survey control is available for this station.
 BE1377
 BE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU067440(NAD 83)
 BE1377_MARKER: DD = SURVEY DISK
 BE1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1377_STAMPING: 46 76 B09 RM NO 1
 BE1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1377+STABILITY: SURFACE MOTION
 BE1377
 BE1377  HISTORY     - Date     Condition        Report By
 BE1377  HISTORY     - 1976     MONUMENTED       FLDT
 BE1377  HISTORY     - 1977     GOOD             FLDT
 BE1377
 BE1377                          STATION DESCRIPTION
 BE1377
 BE1377'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1377'IN PANAMA CITY BEACH.
 BE1377'FROM THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1377'79 FOR ABOUT 0.4 MILE TO THE JUNCTION OF U.S. ROUTE 98 AND REFERENCE
 BE1377'MARK, IN THE TRIANGLE FORMED BY THE JUNCTION.  WHICH IS SET IN THE TOP
 BE1377'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND. IT
 BE1377'IS 116.3 FEET WEST OF CENTER OF THE EASTBOUND ENTRANCE TO U.S. ROUTE
 BE1377'98, 115.3 FEET SOUTH-SOUTHEAST OF CENTER OF THE WESTBOUND ENTRANCE TO
 BE1377'U.S. ROUTE 98, 32.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF A BRICK
 BE1377'AND WOOD STORE AND GAS STATION BUILDING IN THE TRIANGLE FORMED BY THE
 BE1377'JUNCTION, 3.0 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 BE1377'CONCRETE BASE FOR A GAS SIGN AND 0.9 FOOT EAST-SOUTHEAST OF A METAL
 BE1377'WITNESS POST.  SECTION 18, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1457 ***********************************************************************
 BE1457  DESIGNATION -  46 76 B09 RM 2
 BE1457  PID         -  BE1457
 BE1457  STATE/COUNTY-  FL/BAY
 BE1457  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1457
 BE1457                         *CURRENT SURVEY CONTROL
 BE1457  ___________________________________________________________________
 BE1457* NAD 83(1986)-  30 13 24.     (N)    085 53 27.     (W)     SCALED    
 BE1457* NAVD 88     -         7.789  (meters)      25.55   (feet)  ADJUSTED  
 BE1457  ___________________________________________________________________
 BE1457  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1457  DYNAMIC HT  -           7.779 (meters)      25.52  (feet)  COMP
 BE1457  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BE1457
 BE1457  VERT ORDER  -  SECOND    CLASS II
 BE1457
 BE1457.The horizontal coordinates were scaled from a topographic map and have
 BE1457.an estimated accuracy of +/- 6 seconds.
 BE1457
 BE1457.The orthometric height was determined by differential leveling
 BE1457.and adjusted by the National Geodetic Survey in June 1991..
 BE1457
 BE1457.The geoid height was determined by GEOID03.
 BE1457
 BE1457.The dynamic height is computed by dividing the NAVD 88
 BE1457.geopotential number by the normal gravity value computed on the
 BE1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1457.degrees latitude (g = 980.6199 gals.).
 BE1457
 BE1457.The modeled gravity was interpolated from observed gravity values.
 BE1457
 BE1457;                    North         East    Units  Estimated Accuracy
 BE1457;SPC FL N     -   136,420.      466,120.      MT  (+/- 180 meters Scaled)
 BE1457
 BE1457                          SUPERSEDED SURVEY CONTROL
 BE1457
 BE1457.No superseded survey control is available for this station.
 BE1457
 BE1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU067440(NAD 83)
 BE1457_MARKER: DD = SURVEY DISK
 BE1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1457_STAMPING: 46 76 B09 RM NO 2
 BE1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1457+STABILITY: SURFACE MOTION
 BE1457
 BE1457  HISTORY     - Date     Condition        Report By
 BE1457  HISTORY     - 1976     MONUMENTED       FLDT
 BE1457  HISTORY     - 1977     GOOD             FLDT
 BE1457
 BE1457                          STATION DESCRIPTION
 BE1457
 BE1457'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1457'IN PANAMA CITY BEACH.
 BE1457'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1457'79 FOR ABOUT 0.4 MILE TO THE JUNCTION OF U.S. ROUTE 98 AND REFERENCE
 BE1457'MARK, IN THE TRIANGLE FORMED BY THE JUNCTION.  WHICH IS SET IN THE TOP
 BE1457'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.
 BE1457'IT IS 81.0 FEET SOUTH-SOUTHEAST OF CENTER OF THE WESTBOUND ENTRANCE TO
 BE1457'U.S. ROUTE 98, 47.1 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 38.1
 BE1457'FEET SOUTHEAST OF A FIRE HYDRANT, 13.5 FEET NORTHWEST OF A POWER POLE
 BE1457'AND 1.4 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 18, T 3S, R
 BE1457'16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1497 ***********************************************************************
 BE1497  DESIGNATION -  46 76 B10
 BE1497  PID         -  BE1497
 BE1497  STATE/COUNTY-  FL/BAY
 BE1497  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1497
 BE1497                         *CURRENT SURVEY CONTROL
 BE1497  ___________________________________________________________________
 BE1497* NAD 83(1999)-  30 13 33.04571(N)    085 53 22.31120(W)     ADJUSTED  
 BE1497* NAVD 88     -        10.569  (meters)      34.68   (feet)  ADJUSTED  
 BE1497  ___________________________________________________________________
 BE1497  X           -     395,362.336 (meters)                     COMP
 BE1497  Y           -  -5,501,493.010 (meters)                     COMP
 BE1497  Z           -   3,192,022.123 (meters)                     COMP
 BE1497  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BE1497  ELLIP HEIGHT-         -17.30  (meters)          (07/06/01) GPS OBS
 BE1497  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1497  DYNAMIC HT  -          10.555 (meters)      34.63  (feet)  COMP
 BE1497  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BE1497
 BE1497  HORZ ORDER  -  SECOND
 BE1497  VERT ORDER  -  SECOND    CLASS II
 BE1497  ELLP ORDER  -  FOURTH    CLASS II
 BE1497
 BE1497.The horizontal coordinates were established by classical geodetic methods
 BE1497.and adjusted by the National Geodetic Survey in July 2001..
 BE1497
 BE1497.The orthometric height was determined by differential leveling
 BE1497.and adjusted by the National Geodetic Survey in June 1991..
 BE1497
 BE1497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE1497
 BE1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1497
 BE1497.The ellipsoidal height was determined by GPS observations
 BE1497.and is referenced to NAD 83.
 BE1497
 BE1497.The geoid height was determined by GEOID03.
 BE1497
 BE1497.The dynamic height is computed by dividing the NAVD 88
 BE1497.geopotential number by the normal gravity value computed on the
 BE1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1497.degrees latitude (g = 980.6199 gals.).
 BE1497
 BE1497.The modeled gravity was interpolated from observed gravity values.
 BE1497
 BE1497;                    North         East     Units Scale Factor Converg.
 BE1497;SPC FL N     -   136,697.026   466,244.094   MT  0.99994895   -0 41 53.8
 BE1497;SPC FL N     -   448,480.16  1,529,669.17   sFT  0.99994895   -0 41 53.8
 BE1497;UTM  16      - 3,344,332.708   606,862.154   MT  0.99974088   +0 33 32.7
 BE1497
 BE1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1497!SPC FL N     -   1.00000272  x   0.99994895  =   0.99995167
 BE1497!UTM  16      -   1.00000272  x   0.99974088  =   0.99974360
 BE1497
 BE1497:                Primary Azimuth Mark                     Grid Az
 BE1497:SPC FL N     -  46 76 B11                                021 36 51.1
 BE1497:UTM  16      -  46 76 B11                                020 21 24.6
 BE1497
 BE1497|---------------------------------------------------------------------|
 BE1497| PID    Reference Object                     Distance      Geod. Az  |
 BE1497|                                                           dddmmss.s |
 BE1497| BE1498 46 76 B11                           APPROX. 0.7 KM 0205457.3 |
 BE1497| BE1378 46 76 B10 RM 1                       13.284 METERS 05755     |
 BE1497| BE1458 46 76 B10 RM 2                       12.353 METERS 16451     |
 BE1497| BE1496 46 76 B09                           317.443 METERS 20558     |
 BE1497|---------------------------------------------------------------------|
 BE1497
 BE1497                          SUPERSEDED SURVEY CONTROL
 BE1497
 BE1497  NAD 83(1990)-  30 13 33.04342(N)    085 53 22.30912(W) AD(       ) 2
 BE1497  NAD 83(1986)-  30 13 33.05439(N)    085 53 22.31820(W) AD(       ) 2
 BE1497  NAD 27      -  30 13 32.32553(N)    085 53 22.55091(W) AD(       ) 2
 BE1497  NAVD 88 (05/07/92)   10.57   (m)           34.7    (f) LEVELING    3  
 BE1497  NGVD 29 (07/19/86)   10.71   (m)           35.1    (f) LEVELING    3  
 BE1497
 BE1497.Superseded values are not recommended for survey control.
 BE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1497.See file dsdata.txt to determine how the superseded data were derived.
 BE1497
 BE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0686244333(NAD 83)
 BE1497_MARKER: DD = SURVEY DISK
 BE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1497_SP_SET: CONCRETE POST
 BE1497_STAMPING: 46 76 B10
 BE1497_MARK LOGO: FLDT  
 BE1497_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1497+STABILITY: SURFACE MOTION
 BE1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1497+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1991
 BE1497
 BE1497  HISTORY     - Date     Condition        Report By
 BE1497  HISTORY     - 1976     MONUMENTED       FLDT
 BE1497  HISTORY     - 1977     GOOD             FLDT
 BE1497  HISTORY     - 19910325 GOOD             HEIDT
 BE1497
 BE1497                          STATION DESCRIPTION
 BE1497
 BE1497'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1497'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1497'14 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 11-1/2 MILES
 BE1497'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE SOUTHEAST SIDE OF
 BE1497'STATE ROUTE 79.
 BE1497'
 BE1497'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1497'SOUTHWEST ON STATE ROUTE 79 FOR 0.2 MILE TO INCA AVENUE AND
 BE1497'STATION ON THE LEFT.
 BE1497'
 BE1497'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1497'BRASS DISK, STAMPED 46 76 B10, SET IN THE TOP OF A ROUND CONCRETE
 BE1497'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 22.0 FEET EAST-SOUTHEAST
 BE1497'OF CENTER OF STATE ROUTE 79, 28.0 FEET WEST-NORTHWEST OF A
 BE1497'METAL WITNESS POST, 29.3 FEET WEST-NORTHWEST OF NORTHWEST CORNER
 BE1497'OF ASPHALT PARKING AREA FOR CHURCH, 43.0 FEET NORTH-NORTHWEST OF
 BE1497'A POWER POLE 56115-44841, 84.1 FEET SOUTH OF CENTER OF
 BE1497'INTERSECTION OF STATE ROUTE 79 AND INCA AVENUE AND 126.7 FEET
 BE1497'WEST-NORTHWEST OF SOUTHWEST CORNER OF THE MAIN CHURCH
 BE1497'BUILDING.
 BE1497'
 BE1497'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1497'TRANSPORTATION BRASS DISK, STAMPED 46 76 B10 RM NO1, SET IN THE
 BE1497'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1497'GROUND.  IT IS 36.0 FEET NORTH OF NORTHWEST CORNER OF ASPHALT
 BE1497'PARKING AREA OF CHURCH, 48.3 FEET EAST-SOUTHEAST OF CENTER OF
 BE1497'STATE ROUTE 79, 67.2 FEET SOUTHEAST OF CENTER OF INTERSECTION OF
 BE1497'STATE ROUTE 79 AND INCA AVENUE AND 105.8 FEET NORTHWEST OF THE
 BE1497'SOUTHWEST CORNER OF THE SOUTHERN MOST MAIN CHURCH BUILDING.
 BE1497'
 BE1497'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1497'TRANSPORTATION BRASS DISK, STAMPED 46 76 B10 RM NO2, SET IN THE
 BE1497'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1497'GROUND.  IT IS 3.0 FEET NORTH-NORTHEAST OF A POWERLINE POLE
 BE1497'56115-44841, 32.0 FEET WEST-NORTHWEST OF WEST EDGE OF ASPHALT
 BE1497'PARKING LOT AND 46.1 FEET EAST-SOUTHEAST OF CENTER OF STATE
 BE1497'ROUTE 79.
 BE1497
 BE1497                          STATION RECOVERY (1977)
 BE1497
 BE1497'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1497'IN PANAMA CITY BEACH.
 BE1497'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1497'79 FOR ABOUT 0.2 MILE TO THE GULF BEACH PRESBYTERIAN CHURCH AND
 BE1497'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BE1497'INCHES BELOW THE GROUND.  IT IS 126.7 FEET WEST-NORTHWEST OF THE
 BE1497'SOUTHWEST CORNER OF THE SOUTHERNMOST MAIN CHURCH BUILDING, 84.1 FEET
 BE1497'SOUTH OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND INCA AVENUE,
 BE1497'43.0 FEET NORTH-NORTHWEST OF POWER POLE NO. 56115-44841, 29.3
 BE1497'WEST-NORTHWEST OF THE NORTHWEST CORNER OF AN ASPHALT PARKING AREA,
 BE1497'28.0 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 22.0 FEET
 BE1497'EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79  SECTION 18, T 3S, R 16W.
 BE1497
 BE1497                          STATION RECOVERY (1991)
 BE1497
 BE1497'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991
 BE1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1378 ***********************************************************************
 BE1378  DESIGNATION -  46 76 B10 RM 1
 BE1378  PID         -  BE1378
 BE1378  STATE/COUNTY-  FL/BAY
 BE1378  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1378
 BE1378                         *CURRENT SURVEY CONTROL
 BE1378  ___________________________________________________________________
 BE1378* NAD 83(1986)-  30 13 33.     (N)    085 53 22.     (W)     SCALED    
 BE1378* NAVD 88     -        10.733  (meters)      35.21   (feet)  ADJUSTED  
 BE1378  ___________________________________________________________________
 BE1378  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1378  DYNAMIC HT  -          10.719 (meters)      35.17  (feet)  COMP
 BE1378  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BE1378
 BE1378  VERT ORDER  -  SECOND    CLASS II
 BE1378
 BE1378.The horizontal coordinates were scaled from a topographic map and have
 BE1378.an estimated accuracy of +/- 6 seconds.
 BE1378
 BE1378.The orthometric height was determined by differential leveling
 BE1378.and adjusted by the National Geodetic Survey in June 1991..
 BE1378
 BE1378.The geoid height was determined by GEOID03.
 BE1378
 BE1378.The dynamic height is computed by dividing the NAVD 88
 BE1378.geopotential number by the normal gravity value computed on the
 BE1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1378.degrees latitude (g = 980.6199 gals.).
 BE1378
 BE1378.The modeled gravity was interpolated from observed gravity values.
 BE1378
 BE1378;                    North         East    Units  Estimated Accuracy
 BE1378;SPC FL N     -   136,700.      466,250.      MT  (+/- 180 meters Scaled)
 BE1378
 BE1378                          SUPERSEDED SURVEY CONTROL
 BE1378
 BE1378.No superseded survey control is available for this station.
 BE1378
 BE1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU068443(NAD 83)
 BE1378_MARKER: DD = SURVEY DISK
 BE1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1378_STAMPING: 46 76 B10 RM NO 1
 BE1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1378+STABILITY: SURFACE MOTION
 BE1378
 BE1378  HISTORY     - Date     Condition        Report By
 BE1378  HISTORY     - 1976     MONUMENTED       FLDT
 BE1378  HISTORY     - 1977     GOOD             FLDT
 BE1378
 BE1378                          STATION DESCRIPTION
 BE1378
 BE1378'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1378'IN PANAMA CITY BEACH.
 BE1378'FROM THE CITY HALL, IN PANAMA CITY BEACH. GO SOUTHWEST ON STATE ROUTE
 BE1378'79 FOR ABOUT 0.2 MILE TO THE GULF BEACH PRESBYTERIAN CHURCH AND
 BE1378'REFERENCE MARK. WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1378'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 105.8 FEET NORTHWEST OF
 BE1378'THE SOUTHWEST CORNER OF THE SOUTHERN MOST MAIN CHURCH BUILDING, 67.2
 BE1378'FEET SOUTHEAST OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND INCA
 BE1378'AVENUE, 48.3 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79 AND 36.0
 BE1378'FEET NORTH OF THE NORTHWEST CORNER OF AN ASPHALT PARKING AREA. SECTION
 BE1378'18, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1458 ***********************************************************************
 BE1458  DESIGNATION -  46 76 B10 RM 2
 BE1458  PID         -  BE1458
 BE1458  STATE/COUNTY-  FL/BAY
 BE1458  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1458
 BE1458                         *CURRENT SURVEY CONTROL
 BE1458  ___________________________________________________________________
 BE1458* NAD 83(1986)-  30 13 33.     (N)    085 53 22.     (W)     SCALED    
 BE1458* NAVD 88     -        10.616  (meters)      34.83   (feet)  ADJUSTED  
 BE1458  ___________________________________________________________________
 BE1458  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1458  DYNAMIC HT  -          10.602 (meters)      34.78  (feet)  COMP
 BE1458  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BE1458
 BE1458  VERT ORDER  -  SECOND    CLASS II
 BE1458
 BE1458.The horizontal coordinates were scaled from a topographic map and have
 BE1458.an estimated accuracy of +/- 6 seconds.
 BE1458
 BE1458.The orthometric height was determined by differential leveling
 BE1458.and adjusted by the National Geodetic Survey in June 1991..
 BE1458
 BE1458.The geoid height was determined by GEOID03.
 BE1458
 BE1458.The dynamic height is computed by dividing the NAVD 88
 BE1458.geopotential number by the normal gravity value computed on the
 BE1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1458.degrees latitude (g = 980.6199 gals.).
 BE1458
 BE1458.The modeled gravity was interpolated from observed gravity values.
 BE1458
 BE1458;                    North         East    Units  Estimated Accuracy
 BE1458;SPC FL N     -   136,700.      466,250.      MT  (+/- 180 meters Scaled)
 BE1458
 BE1458                          SUPERSEDED SURVEY CONTROL
 BE1458
 BE1458.No superseded survey control is available for this station.
 BE1458
 BE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU068443(NAD 83)
 BE1458_MARKER: DD = SURVEY DISK
 BE1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1458_STAMPING: 46 76 B10 RM NO 2
 BE1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1458+STABILITY: SURFACE MOTION
 BE1458
 BE1458  HISTORY     - Date     Condition        Report By
 BE1458  HISTORY     - 1976     MONUMENTED       FLDT
 BE1458  HISTORY     - 1977     GOOD             FLDT
 BE1458
 BE1458                          STATION DESCRIPTION
 BE1458
 BE1458'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1458'IN PANAMA CITY BEACH.
 BE1458'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1458'79 FOR ABOUT 0.2 MILE TO THE GULF BEACH PRESBYTERIAN CHURCH AND
 BE1458'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1458'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 46.1 FEET
 BE1458'EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79, 32.0 FEET WEST-NORTHWEST
 BE1458'OF THE WEST EDGE OF AN ASPHALT PARKING AREA AND 3.0 FEET
 BE1458'NORTH-NORTHEAST OF POWER POLE NO. 56115-44841.  SECTION 18, T 3S, R
 BE1458'16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1498 ***********************************************************************
 BE1498  DESIGNATION -  46 76 B11
 BE1498  PID         -  BE1498
 BE1498  STATE/COUNTY-  FL/BAY
 BE1498  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1498
 BE1498                         *CURRENT SURVEY CONTROL
 BE1498  ___________________________________________________________________
 BE1498* NAD 83(1990)-  30 13 53.19743(N)    085 53 13.43886(W)     ADJUSTED  
 BE1498* NAVD 88     -        11.005  (meters)      36.11   (feet)  ADJUSTED  
 BE1498  ___________________________________________________________________
 BE1498  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BE1498  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE1498  DYNAMIC HT  -          10.990 (meters)      36.06  (feet)  COMP
 BE1498  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 BE1498
 BE1498  HORZ ORDER  -  SECOND
 BE1498  VERT ORDER  -  SECOND    CLASS II
 BE1498
 BE1498.The horizontal coordinates were established by classical geodetic methods
 BE1498.and adjusted by the National Geodetic Survey in May 1991..
 BE1498
 BE1498.The orthometric height was determined by differential leveling
 BE1498.and adjusted by the National Geodetic Survey in June 1991..
 BE1498
 BE1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1498
 BE1498.The geoid height was determined by GEOID03.
 BE1498
 BE1498.The dynamic height is computed by dividing the NAVD 88
 BE1498.geopotential number by the normal gravity value computed on the
 BE1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1498.degrees latitude (g = 980.6199 gals.).
 BE1498
 BE1498.The modeled gravity was interpolated from observed gravity values.
 BE1498
 BE1498;                    North         East     Units Scale Factor Converg.
 BE1498;SPC FL N     -   137,314.601   466,488.866   MT  0.99994906   -0 41 49.3
 BE1498;SPC FL N     -   450,506.32  1,530,472.22   sFT  0.99994906   -0 41 49.3
 BE1498;UTM  16      - 3,344,955.375   607,093.268   MT  0.99974149   +0 33 37.5
 BE1498
 BE1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1498!SPC FL N     -   1.00000261  x   0.99994906  =   0.99995167
 BE1498!UTM  16      -   1.00000261  x   0.99974149  =   0.99974410
 BE1498
 BE1498|---------------------------------------------------------------------|
 BE1498| PID    Reference Object                     Distance      Geod. Az  |
 BE1498|                                                           dddmmss.s |
 BE1498| BE1379 46 76 B11 RM 1                       12.823 METERS 03119     |
 BE1498| BE1459 46 76 B11 RM 2                       13.477 METERS 19314     |
 BE1498| BE1497 46 76 B10                           APPROX. 0.7 KM 2005501.8 |
 BE1498|---------------------------------------------------------------------|
 BE1498
 BE1498                          SUPERSEDED SURVEY CONTROL
 BE1498
 BE1498  NAD 83(1986)-  30 13 53.20838(N)    085 53 13.44787(W) AD(       ) 2
 BE1498  NAD 27      -  30 13 52.48043(N)    085 53 13.68152(W) AD(       ) 2
 BE1498  NGVD 29 (07/19/86)   11.14   (m)           36.5    (f) LEVELING    3  
 BE1498
 BE1498.Superseded values are not recommended for survey control.
 BE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1498.See file dsdata.txt to determine how the superseded data were derived.
 BE1498
 BE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0709344955(NAD 83)
 BE1498_MARKER: DD = SURVEY DISK
 BE1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1498_STAMPING: 46 76 B11
 BE1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1498+STABILITY: SURFACE MOTION
 BE1498
 BE1498  HISTORY     - Date     Condition        Report By
 BE1498  HISTORY     - 1976     MONUMENTED       FLDT
 BE1498  HISTORY     - 1977     GOOD             FLDT
 BE1498  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BE1498
 BE1498                          STATION DESCRIPTION
 BE1498
 BE1498'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1498'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1498'14 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 10-3/4 MILES
 BE1498'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE SOUTHEAST SIDE OF STATE
 BE1498'ROUTE 79.
 BE1498'
 BE1498'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1498'NORTHEAST ON STATE ROUTE 79 FOR 0.3 MILE TO THE INTERSECTION OF
 BE1498'ARMSTRONG CIRCLE AND STATION ON THE RIGHT, ABOUT 0.1 MILE
 BE1498'NORTHEAST OF INTERSECTION OF STATE ROUTE 79 AND STATE ROUTE 30A
 BE1498'(U.S. ROUTE 98 BY-PASS).
 BE1498'
 BE1498'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1498'BRASS DISK, STAMPED 46 76 B11, SET IN THE TOP OF A ROUND CONCRETE
 BE1498'MONUMENT FLUSH WITH THE GROUND.  IT IS 10.6 FEET WEST-NORTHWEST OF
 BE1498'A METAL WITNESS POST, 21.7 FEET NORTHEAST OF A HIGHWAY SIGN POST
 BE1498'AND 35.3 FEET EAST-SOUTHEAST OF CENTER OF INTERSECTION OF STATE
 BE1498'ROUTE 79 AND ARMSTRONG CIRCLE.
 BE1498'
 BE1498'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1498'TRANSPORTATION BRASS DISK, STAMPED 46 76 B11 RM NO1, SET IN THE TOP
 BE1498'OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1498'GROUND.  IT IS 1.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST,
 BE1498'43.4 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79, 57.3 FEET
 BE1498'EAST-NORTHEAST OF CENTER OF INTERSECTION OF STATE ROUTE 79 AND
 BE1498'ARMSTRONG CIRCLE AND 95.0 FEET SOUTH-SOUTHWEST OF A POWERLINE
 BE1498'POLE WITH A STREET LIGHT.
 BE1498'
 BE1498'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1498'TRANSPORTATION BRASS DISK, STAMPED 46 76 B11 RM NO2, SET IN THE
 BE1498'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1498'GROUND.  IT IS 2.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST,
 BE1498'41.5 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79 AND 62.4
 BE1498'FEET SOUTH-SOUTHEAST OF CENTER OF INTERSECTION OF STATE ROUTE 79
 BE1498'AND ARMSTRONG CIRCLE.
 BE1498
 BE1498                          STATION RECOVERY (1977)
 BE1498
 BE1498'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1498'IN PANAMA CITY BEACH.
 BE1498'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1498'79 FOR ABOUT 0.2 MILE TO THE JUNCTION OF ARMSTRONG CIRCLE AND STATION.
 BE1498'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BE1498'GROUND.  IT IS 35.3 FEET EAST-SOUTHEAST OF CENTER OF THE JUNCTION OF
 BE1498'STATE ROUTE 79 AND ARMSTRONG CIRCLE, 21.7 FEET NORTHEAST OF A HIGHWAY
 BE1498'SIGN POST AND 10.6 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 BE1498'SECTION 18, T 3S, R 16W.
 BE1498
 BE1498                          STATION RECOVERY (1987)
 BE1498
 BE1498'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BE1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1379 ***********************************************************************
 BE1379  DESIGNATION -  46 76 B11 RM 1
 BE1379  PID         -  BE1379
 BE1379  STATE/COUNTY-  FL/BAY
 BE1379  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1379
 BE1379                         *CURRENT SURVEY CONTROL
 BE1379  ___________________________________________________________________
 BE1379* NAD 83(1986)-  30 13 53.     (N)    085 53 13.     (W)     SCALED    
 BE1379* NAVD 88     -        10.824  (meters)      35.51   (feet)  ADJUSTED  
 BE1379  ___________________________________________________________________
 BE1379  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE1379  DYNAMIC HT  -          10.810 (meters)      35.47  (feet)  COMP
 BE1379  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 BE1379
 BE1379  VERT ORDER  -  SECOND    CLASS II
 BE1379
 BE1379.The horizontal coordinates were scaled from a topographic map and have
 BE1379.an estimated accuracy of +/- 6 seconds.
 BE1379
 BE1379.The orthometric height was determined by differential leveling
 BE1379.and adjusted by the National Geodetic Survey in June 1991..
 BE1379
 BE1379.The geoid height was determined by GEOID03.
 BE1379
 BE1379.The dynamic height is computed by dividing the NAVD 88
 BE1379.geopotential number by the normal gravity value computed on the
 BE1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1379.degrees latitude (g = 980.6199 gals.).
 BE1379
 BE1379.The modeled gravity was interpolated from observed gravity values.
 BE1379
 BE1379;                    North         East    Units  Estimated Accuracy
 BE1379;SPC FL N     -   137,310.      466,500.      MT  (+/- 180 meters Scaled)
 BE1379
 BE1379                          SUPERSEDED SURVEY CONTROL
 BE1379
 BE1379.No superseded survey control is available for this station.
 BE1379
 BE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU071449(NAD 83)
 BE1379_MARKER: DD = SURVEY DISK
 BE1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1379_STAMPING: 46 76 B11 RM NO 1
 BE1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1379+STABILITY: SURFACE MOTION
 BE1379
 BE1379  HISTORY     - Date     Condition        Report By
 BE1379  HISTORY     - 1976     MONUMENTED       FLDT
 BE1379  HISTORY     - 1977     GOOD             FLDT
 BE1379
 BE1379                          STATION DESCRIPTION
 BE1379
 BE1379'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1379'IN PANAMA CITY BEACH.
 BE1379'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1379'79 FOR ABOUT 0.2 MILE TO THE JUNCTION OF ARMSTRONG CIRCLE AND
 BE1379'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1379'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 95.0 FEET
 BE1379'SOUTH-SOUTHWEST OF A POWER POLE SUPPORTING A STREET LIGHT, IN FRONT OF
 BE1379'BROWNS FIRE PROTECTION BUSINESS, 74.0 FEET SOUTHWEST OF SOUTHWEST
 BE1379'CORNER OF THE BROWN FIRE PROTECTION BUILDING, 57.3 FEET EAST-NORTHEAST
 BE1379'OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND ARMSTRONG CIRCLE, 43.4
 BE1379'FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79 AND 1.5 FEET
 BE1379'WEST-NORTHWEST OF A METAL WITNESS POST.  SECTION 18, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1459 ***********************************************************************
 BE1459  DESIGNATION -  46 76 B11 RM 2
 BE1459  PID         -  BE1459
 BE1459  STATE/COUNTY-  FL/BAY
 BE1459  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1459
 BE1459                         *CURRENT SURVEY CONTROL
 BE1459  ___________________________________________________________________
 BE1459* NAD 83(1986)-  30 13 53.     (N)    085 53 13.     (W)     SCALED    
 BE1459* NAVD 88     -        11.032  (meters)      36.19   (feet)  ADJUSTED  
 BE1459  ___________________________________________________________________
 BE1459  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE1459  DYNAMIC HT  -          11.017 (meters)      36.14  (feet)  COMP
 BE1459  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 BE1459
 BE1459  VERT ORDER  -  SECOND    CLASS II
 BE1459
 BE1459.The horizontal coordinates were scaled from a topographic map and have
 BE1459.an estimated accuracy of +/- 6 seconds.
 BE1459
 BE1459.The orthometric height was determined by differential leveling
 BE1459.and adjusted by the National Geodetic Survey in June 1991..
 BE1459
 BE1459.The geoid height was determined by GEOID03.
 BE1459
 BE1459.The dynamic height is computed by dividing the NAVD 88
 BE1459.geopotential number by the normal gravity value computed on the
 BE1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1459.degrees latitude (g = 980.6199 gals.).
 BE1459
 BE1459.The modeled gravity was interpolated from observed gravity values.
 BE1459
 BE1459;                    North         East    Units  Estimated Accuracy
 BE1459;SPC FL N     -   137,310.      466,500.      MT  (+/- 180 meters Scaled)
 BE1459
 BE1459                          SUPERSEDED SURVEY CONTROL
 BE1459
 BE1459.No superseded survey control is available for this station.
 BE1459
 BE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU071449(NAD 83)
 BE1459_MARKER: DD = SURVEY DISK
 BE1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1459_STAMPING: 46 76 B11 RM NO 2
 BE1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1459+STABILITY: SURFACE MOTION
 BE1459
 BE1459  HISTORY     - Date     Condition        Report By
 BE1459  HISTORY     - 1976     MONUMENTED       FLDT
 BE1459  HISTORY     - 1977     GOOD             FLDT
 BE1459
 BE1459                          STATION DESCRIPTION
 BE1459
 BE1459'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1459'IN PANAMA CITY BEACH.
 BE1459'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE
 BE1459'ROUTE 79 FOR ABOUT 0.2 MILE TO THE JUNCTION OF ARMSTRONG CIRCLE AND
 BE1459'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1459'SQUARE CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 62.4 FEET
 BE1459'SOUTH-SOUTHEAST OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND
 BE1459'ARMSTRONG CIRCLE, 41.5 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79
 BE1459'AND 2.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST.  SECTION 18, T
 BE1459'3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1499 ***********************************************************************
 BE1499  DESIGNATION -  46 76 B12
 BE1499  PID         -  BE1499
 BE1499  STATE/COUNTY-  FL/BAY
 BE1499  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1499
 BE1499                         *CURRENT SURVEY CONTROL
 BE1499  ___________________________________________________________________
 BE1499* NAD 83(1990)-  30 14 41.75018(N)    085 52 53.12644(W)     ADJUSTED  
 BE1499* NAVD 88     -         6.979  (meters)      22.90   (feet)  ADJUSTED  
 BE1499  ___________________________________________________________________
 BE1499  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 BE1499  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE1499  DYNAMIC HT  -           6.970 (meters)      22.87  (feet)  COMP
 BE1499  MODELED GRAV-     979,326.3   (mgal)                       NAVD 88
 BE1499
 BE1499  HORZ ORDER  -  SECOND
 BE1499  VERT ORDER  -  SECOND    CLASS II
 BE1499
 BE1499.The horizontal coordinates were established by classical geodetic methods
 BE1499.and adjusted by the National Geodetic Survey in May 1991..
 BE1499
 BE1499.The orthometric height was determined by differential leveling
 BE1499.and adjusted by the National Geodetic Survey in June 1991..
 BE1499
 BE1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1499
 BE1499.The geoid height was determined by GEOID03.
 BE1499
 BE1499.The dynamic height is computed by dividing the NAVD 88
 BE1499.geopotential number by the normal gravity value computed on the
 BE1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1499.degrees latitude (g = 980.6199 gals.).
 BE1499
 BE1499.The modeled gravity was interpolated from observed gravity values.
 BE1499
 BE1499;                    North         East     Units Scale Factor Converg.
 BE1499;SPC FL N     -   138,802.928   467,050.053   MT  0.99994935   -0 41 39.1
 BE1499;SPC FL N     -   455,389.27  1,532,313.38   sFT  0.99994935   -0 41 39.1
 BE1499;UTM  16      - 3,346,455.350   607,621.546   MT  0.99974289   +0 33 48.5
 BE1499
 BE1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1499!SPC FL N     -   1.00000325  x   0.99994935  =   0.99995260
 BE1499!UTM  16      -   1.00000325  x   0.99974289  =   0.99974614
 BE1499
 BE1499|---------------------------------------------------------------------|
 BE1499| PID    Reference Object                     Distance      Geod. Az  |
 BE1499|                                                           dddmmss.s |
 BE1499| BE0666 WEST                                272.030 METERS 02557     |
 BE1499| BE1498 46 76 B11                           APPROX. 1.6 KM 1995754.6 |
 BE1499| BE1380 46 76 B12 RM 1                       13.715 METERS 22651     |
 BE1499| BE1460 46 76 B12 RM 2                       15.881 METERS 35555     |
 BE1499|---------------------------------------------------------------------|
 BE1499
 BE1499                          SUPERSEDED SURVEY CONTROL
 BE1499
 BE1499  NAD 83(1986)-  30 14 41.76106(N)    085 52 53.13527(W) AD(       ) 2
 BE1499  NAD 27      -  30 14 41.03547(N)    085 52 53.37147(W) AD(       ) 2
 BE1499  NGVD 29 (07/19/86)    7.12   (m)           23.4    (f) LEVELING    3  
 BE1499
 BE1499.Superseded values are not recommended for survey control.
 BE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1499.See file dsdata.txt to determine how the superseded data were derived.
 BE1499
 BE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0762246455(NAD 83)
 BE1499_MARKER: DD = SURVEY DISK
 BE1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1499_STAMPING: 46 76 B12
 BE1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1499+STABILITY: SURFACE MOTION
 BE1499
 BE1499  HISTORY     - Date     Condition        Report By
 BE1499  HISTORY     - 1976     MONUMENTED       FLDT
 BE1499  HISTORY     - 1977     GOOD             FLDT
 BE1499
 BE1499                          STATION DESCRIPTION
 BE1499
 BE1499'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1499'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1499'14 MILES NORTHWEST OF PANAMA CITY AND ABOUT 11 MILES NORTHWEST OF
 BE1499'ST. ANDREWS STATE PARK, ON THE NORTHWEST SIDE OF STATE ROUTE 79.
 BE1499'
 BE1499'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1499'NORTHEAST ON STATE ROUTE 79 FOR 1.3 MILES AND STATION ON THE LEFT,
 BE1499'JUST SOUTH OF A CONCRETE CULVERT.
 BE1499'
 BE1499'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1499'BRASS DISK, STAMPED 46 76 B12, SET IN THE TOP OF A ROUND CONCRETE
 BE1499'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 19.5 FEET WEST-NORTHWEST
 BE1499'OF CENTER OF STATE ROUTE 79, 22.0 FEET EAST-SOUTHEAST OF A METAL
 BE1499'WITNESS POST, 27.5 FEET SOUTH OF THE SOUTH END OF A CONCRETE
 BE1499'CULVERT HEADWALL AND 33.7 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND
 BE1499'CABLE MARKER POST.
 BE1499'
 BE1499'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1499'TRANSPORTATION BRASS DISK, STAMPED 46 76 B12 RM NO 1, SET IN THE
 BE1499'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1499'GROUND.  IT IS 1.2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 BE1499'39.5 FEET WEST-NORTHWEST OF CENTER OF STATE ROUTE 79 AND 68.9
 BE1499'FEET SOUTHWEST OF SOUTH END OF CONCRETE CULVERT HEADWALL.
 BE1499'
 BE1499'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1499'TRANSPORTATION BRASS DISK, STAMPED 46 76 B12 RM NO 2, SET IN THE
 BE1499'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE
 BE1499'GROUND.  IT IS 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST,
 BE1499'18.9 FEET NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT
 BE1499'HEADWALL, 21.1 FEET SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE
 BE1499'MARKER POST AND 41.5 FEET WEST-NORTHWEST OF CENTER OF STATE
 BE1499'ROUTE 79.
 BE1499
 BE1499                          STATION RECOVERY (1977)
 BE1499
 BE1499'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1499'1.15 MI NE FROM PANAMA CITY BEACH.
 BE1499'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1499'79 FOR ABOUT 1.15 MILES AND STATION.  WHICH IS SET IN THE TOP OF A
 BE1499'ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT IS 33.7 FEET
 BE1499'SOUTH-SOUTHEAST OF AN UNDERGROUND CABLE MARKER POST, 27.5 FEET SOUTH
 BE1499'OF THE SOUTH END OF A CONCRETE CULVERT HEADWALL, 22.0 FEET
 BE1499'EAST-SOUTHEAST OF A METAL WITNESS POST AND 19.5 FEET WEST-NORTHWEST OF
 BE1499'CENTER OF STATE ROUTE 79. SECTION 7, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1380 ***********************************************************************
 BE1380  DESIGNATION -  46 76 B12 RM 1
 BE1380  PID         -  BE1380
 BE1380  STATE/COUNTY-  FL/BAY
 BE1380  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1380
 BE1380                         *CURRENT SURVEY CONTROL
 BE1380  ___________________________________________________________________
 BE1380* NAD 83(1986)-  30 14 42.     (N)    085 52 53.     (W)     SCALED    
 BE1380* NAVD 88     -         6.484  (meters)      21.27   (feet)  ADJUSTED  
 BE1380  ___________________________________________________________________
 BE1380  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE1380  DYNAMIC HT  -           6.475 (meters)      21.24  (feet)  COMP
 BE1380  MODELED GRAV-     979,326.3   (mgal)                       NAVD 88
 BE1380
 BE1380  VERT ORDER  -  SECOND    CLASS II
 BE1380
 BE1380.The horizontal coordinates were scaled from a topographic map and have
 BE1380.an estimated accuracy of +/- 6 seconds.
 BE1380
 BE1380.The orthometric height was determined by differential leveling
 BE1380.and adjusted by the National Geodetic Survey in June 1991..
 BE1380
 BE1380.The geoid height was determined by GEOID03.
 BE1380
 BE1380.The dynamic height is computed by dividing the NAVD 88
 BE1380.geopotential number by the normal gravity value computed on the
 BE1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1380.degrees latitude (g = 980.6199 gals.).
 BE1380
 BE1380.The modeled gravity was interpolated from observed gravity values.
 BE1380
 BE1380;                    North         East    Units  Estimated Accuracy
 BE1380;SPC FL N     -   138,810.      467,050.      MT  (+/- 180 meters Scaled)
 BE1380
 BE1380                          SUPERSEDED SURVEY CONTROL
 BE1380
 BE1380.No superseded survey control is available for this station.
 BE1380
 BE1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU076464(NAD 83)
 BE1380_MARKER: DD = SURVEY DISK
 BE1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1380_STAMPING: 46 76 B12 RM NO 1
 BE1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1380+STABILITY: SURFACE MOTION
 BE1380
 BE1380  HISTORY     - Date     Condition        Report By
 BE1380  HISTORY     - 1976     MONUMENTED       FLDT
 BE1380  HISTORY     - 1977     GOOD             FLDT
 BE1380
 BE1380                          STATION DESCRIPTION
 BE1380
 BE1380'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1380'1.15 MI NE FROM PANAMA CITY BEACH.
 BE1380'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1380'79 FOR ABOUT 1.15 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BE1380'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1380'GROUND.  IT IS 68.9 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE
 BE1380'CULVERT HEADWALL, 39.5 FEET WEST-NORTHWEST OF CENTER OF STATE ROUTE 79
 BE1380'AND 1.2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST. SECTION 7, T 3S,
 BE1380'R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1460 ***********************************************************************
 BE1460  DESIGNATION -  46 76 B12 RM 2
 BE1460  PID         -  BE1460
 BE1460  STATE/COUNTY-  FL/BAY
 BE1460  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1460
 BE1460                         *CURRENT SURVEY CONTROL
 BE1460  ___________________________________________________________________
 BE1460* NAD 83(1986)-  30 14 42.     (N)    085 52 53.     (W)     SCALED    
 BE1460* NAVD 88     -         6.455  (meters)      21.18   (feet)  ADJUSTED  
 BE1460  ___________________________________________________________________
 BE1460  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE1460  DYNAMIC HT  -           6.447 (meters)      21.15  (feet)  COMP
 BE1460  MODELED GRAV-     979,326.3   (mgal)                       NAVD 88
 BE1460
 BE1460  VERT ORDER  -  SECOND    CLASS II
 BE1460
 BE1460.The horizontal coordinates were scaled from a topographic map and have
 BE1460.an estimated accuracy of +/- 6 seconds.
 BE1460
 BE1460.The orthometric height was determined by differential leveling
 BE1460.and adjusted by the National Geodetic Survey in June 1991..
 BE1460
 BE1460.The geoid height was determined by GEOID03.
 BE1460
 BE1460.The dynamic height is computed by dividing the NAVD 88
 BE1460.geopotential number by the normal gravity value computed on the
 BE1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1460.degrees latitude (g = 980.6199 gals.).
 BE1460
 BE1460.The modeled gravity was interpolated from observed gravity values.
 BE1460
 BE1460;                    North         East    Units  Estimated Accuracy
 BE1460;SPC FL N     -   138,810.      467,050.      MT  (+/- 180 meters Scaled)
 BE1460
 BE1460                          SUPERSEDED SURVEY CONTROL
 BE1460
 BE1460.No superseded survey control is available for this station.
 BE1460
 BE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU076464(NAD 83)
 BE1460_MARKER: DD = SURVEY DISK
 BE1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1460_STAMPING: 46 76 B12 RM NO 2
 BE1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1460+STABILITY: SURFACE MOTION
 BE1460
 BE1460  HISTORY     - Date     Condition        Report By
 BE1460  HISTORY     - 1976     MONUMENTED       FLDT
 BE1460  HISTORY     - 1977     GOOD             FLDT
 BE1460
 BE1460                          STATION DESCRIPTION
 BE1460
 BE1460'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1460'1.15 MI NE FROM PANAMA CITY BEACH.
 BE1460'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1460'79 FOR ABOUT 1.15 MILES AND REFERENCE MARK. WHICH IS SET IN THE TOP OF
 BE1460'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 BE1460'IS 41.5 FEET WEST-NORTHWEST OF CENTER OF STATE ROUTE 79, 21.1 FEET
 BE1460'SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE MARKER POST, 18.9 FEET
 BE1460'NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT HEADWALL AND 1.0 FOOT
 BE1460'EAST-SOUTHEAST OF A METAL WITNESS POST.  SECTION 7, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1500 ***********************************************************************
 BE1500  DESIGNATION -  46 76 B13
 BE1500  PID         -  BE1500
 BE1500  STATE/COUNTY-  FL/BAY
 BE1500  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1500
 BE1500                         *CURRENT SURVEY CONTROL
 BE1500  ___________________________________________________________________
 BE1500* NAD 83(1990)-  30 13 07.74031(N)    085 52 56.92607(W)     ADJUSTED  
 BE1500* NAVD 88     -         5.285  (meters)      17.34   (feet)  ADJUSTED  
 BE1500  ___________________________________________________________________
 BE1500  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BE1500  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1500  DYNAMIC HT  -           5.279 (meters)      17.32  (feet)  COMP
 BE1500  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 BE1500
 BE1500  HORZ ORDER  -  SECOND
 BE1500  VERT ORDER  -  SECOND    CLASS II
 BE1500
 BE1500.The horizontal coordinates were established by classical geodetic methods
 BE1500.and adjusted by the National Geodetic Survey in May 1991..
 BE1500
 BE1500.The orthometric height was determined by differential leveling
 BE1500.and adjusted by the National Geodetic Survey in June 1991..
 BE1500
 BE1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1500
 BE1500.The geoid height was determined by GEOID03.
 BE1500
 BE1500.The dynamic height is computed by dividing the NAVD 88
 BE1500.geopotential number by the normal gravity value computed on the
 BE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1500.degrees latitude (g = 980.6199 gals.).
 BE1500
 BE1500.The modeled gravity was interpolated from observed gravity values.
 BE1500
 BE1500;                    North         East     Units Scale Factor Converg.
 BE1500;SPC FL N     -   135,909.633   466,913.381   MT  0.99994884   -0 41 41.0
 BE1500;SPC FL N     -   445,896.85  1,531,864.98   sFT  0.99994884   -0 41 41.0
 BE1500;UTM  16      - 3,343,560.350   607,548.415   MT  0.99974270   +0 33 45.0
 BE1500
 BE1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1500!SPC FL N     -   1.00000351  x   0.99994884  =   0.99995235
 BE1500!UTM  16      -   1.00000351  x   0.99974270  =   0.99974621
 BE1500
 BE1500|---------------------------------------------------------------------|
 BE1500| PID    Reference Object                     Distance      Geod. Az  |
 BE1500|                                                           dddmmss.s |
 BE1500| CW1686 46 76 B13 RM 4                                     08635     |
 BE1500| BE3722 BAHAMA BEACH BELL MICRO TWR         APPROX. 2.1 KM 0990948.6 |
 BE1500| BE1461 46 76 B13 RM 2                       12.250 METERS 33938     |
 BE1500|---------------------------------------------------------------------|
 BE1500
 BE1500                          SUPERSEDED SURVEY CONTROL
 BE1500
 BE1500  NAD 83(1986)-  30 13 07.75122(N)    085 52 56.93523(W) AD(       ) 2
 BE1500  NAD 27      -  30 13 07.02160(N)    085 52 57.16798(W) AD(       ) 2
 BE1500  NGVD 29 (07/19/86)    5.42   (m)           17.8    (f) LEVELING    3  
 BE1500
 BE1500.Superseded values are not recommended for survey control.
 BE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1500.See file dsdata.txt to determine how the superseded data were derived.
 BE1500
 BE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0754843560(NAD 83)
 BE1500_MARKER: DD = SURVEY DISK
 BE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1500_STAMPING: 46 76 B13
 BE1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1500+STABILITY: SURFACE MOTION
 BE1500
 BE1500  HISTORY     - Date     Condition        Report By
 BE1500  HISTORY     - 1973     MONUMENTED       FLDT
 BE1500  HISTORY     - 1977     GOOD             FLDT
 BE1500  HISTORY     - 1980     GOOD             NOS
 BE1500
 BE1500                          STATION DESCRIPTION
 BE1500
 BE1500'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CBM)
 BE1500'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1500'13-1/2 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 10 MILES
 BE1500'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1500'U.S. ROUTE 98, APPROXIMATELY 0.05 MILE NORTHWEST OF LAKEVIEW
 BE1500'DRIVE.
 BE1500'
 BE1500'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1500'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1500'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1500'0.6 MILE TO STATION ON THE LEFT.
 BE1500'
 BE1500'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1500'BRASS DISK, STAMPED 46 76 B13, SET IN THE TOP OF A ROUND CONCRETE
 BE1500'MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 18.0 FEET SOUTHWEST OF
 BE1500'A METAL WITNESS POST, 21.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1500'98, 42.0 FEET SOUTH OF POWERLINE POLE NUMBER 56332-44583, 45.3
 BE1500'FEET WEST OF A FIRE HYDRANT AND 384 FEET NORTHWEST OF CENTER OF
 BE1500'LAKEVIEW DRIVE.
 BE1500'
 BE1500'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1500'TRANSPORTATION BRASS DISK, STAMPED 46 76 B13 RM NO 1, SET IN THE
 BE1500'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1500'GROUND.  IT IS 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 3.8
 BE1500'FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT AND 28.0 FEET NORTHEAST OF
 BE1500'CENTER OF U.S. ROUTE 98.
 BE1500'
 BE1500'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1500'TRANSPORTATION BRASS DISK, STAMPED 46 76 B13 RM NO 2, SET IN THE
 BE1500'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1500'GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 2.0
 BE1500'FEET SOUTHEAST OF A POWERLINE POLE NUMBER 56332-44583, 46.2 FEET
 BE1500'NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 56.0 FEET SOUTH OF THE
 BE1500'NORTHEAST CORNER OF A WOOD AND BLOCK BUILDING.
 BE1500
 BE1500                          STATION RECOVERY (1977)
 BE1500
 BE1500'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1500'IN PANAMA CITY BEACH.
 BE1500'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1500'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1500'S. ROUTE 98 FOR ABOUT 0.6 MILE AND STATION.  WHICH IS SET IN THE TOP
 BE1500'OF A ROUND CONCRETE MONUMENT 5 INCHES BELOW GROUND.  IT IS 384.0 FEET
 BE1500'NORTHWEST OF CENTER OF LAKEVIEW DRIVE, 45.3 FEET WEST OF A FIRE
 BE1500'HYDRANT,. 42.0 FEET SOUTH OF POWER POLE NO. 56332-44583, 21.0 FEET
 BE1500'NORTHEAST OF CENTER OF U. S. ROUTE 98 AND 18.0 FEET SOUTHWEST OF A
 BE1500'METAL WITNESS POST.  SECTION 19, T3S, R 16W.
 BE1500
 BE1500                          STATION RECOVERY (1980)
 BE1500
 BE1500'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1500'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1500'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1381 ***********************************************************************
 BE1381  DESIGNATION -  46 76 B13 RM 1
 BE1381  PID         -  BE1381
 BE1381  STATE/COUNTY-  FL/BAY
 BE1381  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1381
 BE1381                         *CURRENT SURVEY CONTROL
 BE1381  ___________________________________________________________________
 BE1381* NAD 83(1986)-  30 13 08.     (N)    085 52 57.     (W)     SCALED    
 BE1381* NAVD 88     -         4.770  (meters)      15.65   (feet)  ADJUSTED  
 BE1381  ___________________________________________________________________
 BE1381  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1381  DYNAMIC HT  -           4.763 (meters)      15.63  (feet)  COMP
 BE1381  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 BE1381
 BE1381  VERT ORDER  -  SECOND    CLASS II
 BE1381
 BE1381.The horizontal coordinates were scaled from a topographic map and have
 BE1381.an estimated accuracy of +/- 6 seconds.
 BE1381
 BE1381.The orthometric height was determined by differential leveling
 BE1381.and adjusted by the National Geodetic Survey in June 1991..
 BE1381
 BE1381.The geoid height was determined by GEOID03.
 BE1381
 BE1381.The dynamic height is computed by dividing the NAVD 88
 BE1381.geopotential number by the normal gravity value computed on the
 BE1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1381.degrees latitude (g = 980.6199 gals.).
 BE1381
 BE1381.The modeled gravity was interpolated from observed gravity values.
 BE1381
 BE1381;                    North         East    Units  Estimated Accuracy
 BE1381;SPC FL N     -   135,920.      466,910.      MT  (+/- 180 meters Scaled)
 BE1381
 BE1381                          SUPERSEDED SURVEY CONTROL
 BE1381
 BE1381.No superseded survey control is available for this station.
 BE1381
 BE1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU075435(NAD 83)
 BE1381_MARKER: DD = SURVEY DISK
 BE1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1381_STAMPING: 46 76 B13 RM NO 1
 BE1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1381+STABILITY: SURFACE MOTION
 BE1381
 BE1381  HISTORY     - Date     Condition        Report By
 BE1381  HISTORY     - 1976     MONUMENTED       FLDT
 BE1381  HISTORY     - 1977     GOOD             FLDT
 BE1381
 BE1381                          STATION DESCRIPTION
 BE1381
 BE1381'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1381'IN PANAMA CITY BEACH.
 BE1381'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1381'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1381'S. ROUTE 98 FOR ABOUT 0.6 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BE1381'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1381'GROUND.  IT IS 28.0 FEET NORTHEAST OF CENTER OF U. S. ROUTE 98, 3.8
 BE1381'FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT AND 1.2 FEET SOUTHWEST OF A
 BE1381'METAL WITNESS POST.  SECTION 19, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1461 ***********************************************************************
 BE1461  DESIGNATION -  46 76 B13 RM 2
 BE1461  PID         -  BE1461
 BE1461  STATE/COUNTY-  FL/BAY
 BE1461  USGS QUAD   -  LAGUNA BEACH (1982)
 BE1461
 BE1461                         *CURRENT SURVEY CONTROL
 BE1461  ___________________________________________________________________
 BE1461* NAD 83(1986)-  30 13 08.     (N)    085 52 57.     (W)     SCALED    
 BE1461* NAVD 88     -         5.011  (meters)      16.44   (feet)  ADJUSTED  
 BE1461  ___________________________________________________________________
 BE1461  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1461  DYNAMIC HT  -           5.005 (meters)      16.42  (feet)  COMP
 BE1461  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 BE1461
 BE1461  VERT ORDER  -  SECOND    CLASS II
 BE1461
 BE1461.The horizontal coordinates were scaled from a topographic map and have
 BE1461.an estimated accuracy of +/- 6 seconds.
 BE1461
 BE1461.The orthometric height was determined by differential leveling
 BE1461.and adjusted by the National Geodetic Survey in June 1991..
 BE1461
 BE1461.The geoid height was determined by GEOID03.
 BE1461
 BE1461.The dynamic height is computed by dividing the NAVD 88
 BE1461.geopotential number by the normal gravity value computed on the
 BE1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1461.degrees latitude (g = 980.6199 gals.).
 BE1461
 BE1461.The modeled gravity was interpolated from observed gravity values.
 BE1461
 BE1461;                    North         East    Units  Estimated Accuracy
 BE1461;SPC FL N     -   135,920.      466,910.      MT  (+/- 180 meters Scaled)
 BE1461
 BE1461                          SUPERSEDED SURVEY CONTROL
 BE1461
 BE1461.No superseded survey control is available for this station.
 BE1461
 BE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU075435(NAD 83)
 BE1461_MARKER: DD = SURVEY DISK
 BE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1461_STAMPING: 46 76 B13 RM NO 2
 BE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1461+STABILITY: SURFACE MOTION
 BE1461
 BE1461  HISTORY     - Date     Condition        Report By
 BE1461  HISTORY     - 1976     MONUMENTED       FLDT
 BE1461  HISTORY     - 1977     GOOD             FLDT
 BE1461
 BE1461                          STATION DESCRIPTION
 BE1461
 BE1461'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1461'IN PANAMA CITY BEACH.
 BE1461'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1461'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1461'S. ROUTE 98 FOR ABOUT 0.6 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BE1461'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1461'GROUND.  IT IS 56.0 FEET SOUTH OF THE NORTHEAST CORNER OF A WOOD AND
 BE1461'CONCRETE BLOCK BUILDING, 46.2 FEET NORTHEAST OF CENTER OF U. S. ROUTE
 BE1461'98, 2.0 FEET SOUTHEAST OF POWER POLE NO. 56332-44583 AND 1.1 FEET
 BE1461'SOUTHWEST OF A METAL WITNESS POST.  SECTION 19, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1501 ***********************************************************************
 BE1501  DESIGNATION -  46 76 B14
 BE1501  PID         -  BE1501
 BE1501  STATE/COUNTY-  FL/BAY
 BE1501  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1501
 BE1501                         *CURRENT SURVEY CONTROL
 BE1501  ___________________________________________________________________
 BE1501* NAD 83(1990)-  30 12 46.45365(N)    085 52 16.71955(W)     ADJUSTED  
 BE1501* NAVD 88     -         6.681  (meters)      21.92   (feet)  ADJUSTED  
 BE1501  ___________________________________________________________________
 BE1501  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BE1501  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1501  DYNAMIC HT  -           6.673 (meters)      21.89  (feet)  COMP
 BE1501  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 BE1501
 BE1501  HORZ ORDER  -  SECOND
 BE1501  VERT ORDER  -  SECOND    CLASS II
 BE1501
 BE1501.The horizontal coordinates were established by classical geodetic methods
 BE1501.and adjusted by the National Geodetic Survey in May 1991..
 BE1501
 BE1501.The orthometric height was determined by differential leveling
 BE1501.and adjusted by the National Geodetic Survey in June 1991..
 BE1501
 BE1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1501
 BE1501.The geoid height was determined by GEOID03.
 BE1501
 BE1501.The dynamic height is computed by dividing the NAVD 88
 BE1501.geopotential number by the normal gravity value computed on the
 BE1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1501.degrees latitude (g = 980.6199 gals.).
 BE1501
 BE1501.The modeled gravity was interpolated from observed gravity values.
 BE1501
 BE1501;                    North         East     Units Scale Factor Converg.
 BE1501;SPC FL N     -   135,241.243   467,980.597   MT  0.99994875   -0 41 20.8
 BE1501;SPC FL N     -   443,703.98  1,535,366.34   sFT  0.99994875   -0 41 20.8
 BE1501;UTM  16      - 3,342,915.667   608,629.818   MT  0.99974558   +0 34 04.9
 BE1501
 BE1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1501!SPC FL N     -   1.00000329  x   0.99994875  =   0.99995204
 BE1501!UTM  16      -   1.00000329  x   0.99974558  =   0.99974887
 BE1501
 BE1501|---------------------------------------------------------------------|
 BE1501| PID    Reference Object                     Distance      Geod. Az  |
 BE1501|                                                           dddmmss.s |
 BE1501| BE1382 46 76 B14 RM 1                       11.185 METERS 07144     |
 BE1501| BE1500 46 76 B13                           APPROX. 1.3 KM 3012210.3 |
 BE1501| BE1462 46 76 B14 RM 2                       15.005 METERS 33447     |
 BE1501|---------------------------------------------------------------------|
 BE1501
 BE1501                          SUPERSEDED SURVEY CONTROL
 BE1501
 BE1501  NAD 83(1986)-  30 12 46.46441(N)    085 52 16.72877(W) AD(       ) 2
 BE1501  NAD 27      -  30 12 45.73412(N)    085 52 16.96210(W) AD(       ) 2
 BE1501  NGVD 29 (07/19/86)    6.82   (m)           22.4    (f) LEVELING    3  
 BE1501
 BE1501.Superseded values are not recommended for survey control.
 BE1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1501.See file dsdata.txt to determine how the superseded data were derived.
 BE1501
 BE1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0863042916(NAD 83)
 BE1501_MARKER: DD = SURVEY DISK
 BE1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1501_STAMPING: 46 76 B14
 BE1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1501+STABILITY: SURFACE MOTION
 BE1501
 BE1501  HISTORY     - Date     Condition        Report By
 BE1501  HISTORY     - 1976     MONUMENTED       FLDT
 BE1501  HISTORY     - 1977     GOOD             FLDT
 BE1501
 BE1501                          STATION DESCRIPTION
 BE1501
 BE1501'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1501'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT 13
 BE1501'MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 9 MILES NORTHWEST OF
 BE1501'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1501'
 BE1501'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1501'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1501'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR 1.6
 BE1501'MILES TO THE INN PARADISE MOTEL AND STATION ON THE LEFT AND ACROSS
 BE1501'HIGHWAY FROM THE SOUTHEAST END OF MOTEL.
 BE1501'
 BE1501'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1501'BRASS DISK, STAMPED 46 76 B14, SET IN THE TOP OF A ROUND CONCRETE
 BE1501'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 21.4 FEET NORTHEAST OF
 BE1501'CENTER OF U.S. ROUTE 98, 24.3 FEET SOUTHWEST OF A METAL WITNESS
 BE1501'POST, 71.0 FEET SOUTH-SOUTHEAST OF POWERLINE POLE NO 56688-44363,
 BE1501'WITH STREET LIGHT AND 77.0 FEET WEST OF ANOTHER POWERLINE POLE
 BE1501'NO 56701-44356.
 BE1501'
 BE1501'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1501'TRANSPORTATION BRASS DISK, STAMPED 46 76 B14 RM NO 1, SET IN THE
 BE1501'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1501'GROUND.  IT IS 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 49.0
 BE1501'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 50.5 FEET NORTHWEST OF
 BE1501'POWERLINE POLE NUMBER 56701-44356 AND 70.0 FEET WEST-NORTHWEST
 BE1501'OF THE SOUTHWEST CORNER OF A BLOCK BUILDING (MIKES BEACH
 BE1501'SUPPLIES).
 BE1501'
 BE1501'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1501'TRANSPORTATION BRASS DISK, STAMPED 46 76 B14 RM NO 2, SET IN THE
 BE1501'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1501'GROUND.  IT IS 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, 26.0
 BE1501'FEET EAST-SOUTHEAST OF A POWERLINE POLE NUMBER 56688-44363 AND 48.0
 BE1501'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1501
 BE1501                          STATION RECOVERY (1977)
 BE1501
 BE1501'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1501'1.35 MI SE FROM PANAMA CITY BEACH.
 BE1501'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1501'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1501'S. ROUTE 98 FOR ABOUT 1.35 MILES TO THE INN PARADISE MOTEL AND
 BE1501'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1501'INCHES BELOW GROUND.  IT IS 77.0 FEET WEST OF POWER POLE NO.
 BE1501'56701-44356, 71.0 FEET SOUTH-SOUTHEAST OF POWER POLE NO. 56688-44363
 BE1501'SUPPORTING A STREET LIGHT, 24.0 FEET SOUTHWEST OF A METAL WITNESS POST
 BE1501'AND 21.4 FEET NORTHEAST OF CENTER OF U. S. ROUTE 98.  SECTION 20, T
 BE1501'3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1382 ***********************************************************************
 BE1382  DESIGNATION -  46 76 B14 RM 1
 BE1382  PID         -  BE1382
 BE1382  STATE/COUNTY-  FL/BAY
 BE1382  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1382
 BE1382                         *CURRENT SURVEY CONTROL
 BE1382  ___________________________________________________________________
 BE1382* NAD 83(1986)-  30 12 46.     (N)    085 52 16.     (W)     SCALED    
 BE1382* NAVD 88     -         6.678  (meters)      21.91   (feet)  ADJUSTED  
 BE1382  ___________________________________________________________________
 BE1382  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1382  DYNAMIC HT  -           6.670 (meters)      21.88  (feet)  COMP
 BE1382  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 BE1382
 BE1382  VERT ORDER  -  SECOND    CLASS II
 BE1382
 BE1382.The horizontal coordinates were scaled from a topographic map and have
 BE1382.an estimated accuracy of +/- 6 seconds.
 BE1382
 BE1382.The orthometric height was determined by differential leveling
 BE1382.and adjusted by the National Geodetic Survey in June 1991..
 BE1382
 BE1382.The geoid height was determined by GEOID03.
 BE1382
 BE1382.The dynamic height is computed by dividing the NAVD 88
 BE1382.geopotential number by the normal gravity value computed on the
 BE1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1382.degrees latitude (g = 980.6199 gals.).
 BE1382
 BE1382.The modeled gravity was interpolated from observed gravity values.
 BE1382
 BE1382;                    North         East    Units  Estimated Accuracy
 BE1382;SPC FL N     -   135,230.      468,000.      MT  (+/- 180 meters Scaled)
 BE1382
 BE1382                          SUPERSEDED SURVEY CONTROL
 BE1382
 BE1382.No superseded survey control is available for this station.
 BE1382
 BE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU086429(NAD 83)
 BE1382_MARKER: DD = SURVEY DISK
 BE1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1382_STAMPING: 46 76 B14 RM NO 1
 BE1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1382+STABILITY: SURFACE MOTION
 BE1382
 BE1382  HISTORY     - Date     Condition        Report By
 BE1382  HISTORY     - 1976     MONUMENTED       FLDT
 BE1382  HISTORY     - 1977     GOOD             FLDT
 BE1382
 BE1382                          STATION DESCRIPTION
 BE1382
 BE1382'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1382'1.35 MI SE FROM PANAMA CITY BEACH.
 BE1382'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1382'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1382'S. ROUTE 98 FOR ABOUT 1.35 MILES TO THE INN PARADISE MOTEL AND
 BE1382'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1382'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 70.0 FEET
 BE1382'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A BLOCK BUILDING (MIKES
 BE1382'BEACH SUPPLIES), 50.5 FEET NORTHWEST OF POWER POLE NO. 56701-44356,
 BE1382'49.0 FEET NORTHEAST OF CENTER OF U. S. ROUTE 98 AND 1.2 FEET SOUTHWEST
 BE1382'OF A METAL WITNESS POST.  SECTION 20, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1462 ***********************************************************************
 BE1462  DESIGNATION -  46 76 B14 RM 2
 BE1462  PID         -  BE1462
 BE1462  STATE/COUNTY-  FL/BAY
 BE1462  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1462
 BE1462                         *CURRENT SURVEY CONTROL
 BE1462  ___________________________________________________________________
 BE1462* NAD 83(1986)-  30 12 46.     (N)    085 52 16.     (W)     SCALED    
 BE1462* NAVD 88     -         6.777  (meters)      22.23   (feet)  ADJUSTED  
 BE1462  ___________________________________________________________________
 BE1462  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1462  DYNAMIC HT  -           6.768 (meters)      22.20  (feet)  COMP
 BE1462  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 BE1462
 BE1462  VERT ORDER  -  SECOND    CLASS II
 BE1462
 BE1462.The horizontal coordinates were scaled from a topographic map and have
 BE1462.an estimated accuracy of +/- 6 seconds.
 BE1462
 BE1462.The orthometric height was determined by differential leveling
 BE1462.and adjusted by the National Geodetic Survey in June 1991..
 BE1462
 BE1462.The geoid height was determined by GEOID03.
 BE1462
 BE1462.The dynamic height is computed by dividing the NAVD 88
 BE1462.geopotential number by the normal gravity value computed on the
 BE1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1462.degrees latitude (g = 980.6199 gals.).
 BE1462
 BE1462.The modeled gravity was interpolated from observed gravity values.
 BE1462
 BE1462;                    North         East    Units  Estimated Accuracy
 BE1462;SPC FL N     -   135,230.      468,000.      MT  (+/- 180 meters Scaled)
 BE1462
 BE1462                          SUPERSEDED SURVEY CONTROL
 BE1462
 BE1462.No superseded survey control is available for this station.
 BE1462
 BE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU086429(NAD 83)
 BE1462_MARKER: DD = SURVEY DISK
 BE1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1462_STAMPING: 46 76 B14 RM NO 2
 BE1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1462+STABILITY: SURFACE MOTION
 BE1462
 BE1462  HISTORY     - Date     Condition        Report By
 BE1462  HISTORY     - 1976     MONUMENTED       FLDT
 BE1462  HISTORY     - 1977     GOOD             FLDT
 BE1462
 BE1462                          STATION DESCRIPTION
 BE1462
 BE1462'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1462'1.35 MI SE FROM PANAMA CITY BEACH.
 BE1462'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1462'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1462'S. ROUTE 98 FOR ABOUT 1.35 MILES TO THE INN PARADISE MOTEL AND
 BE1462'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1462'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 48.0 FEET NORTHEAST OF
 BE1462'CENTER OF U. S. ROUTE 98, 26.0 FEET EAST-SOUTHEAST OF POWER POLE NO.
 BE1462'56688-44363 SUPPORTING A STREET LIGHT AND 1.0 FOOT SOUTHWEST OF A
 BE1462'METAL WITNESS POST.  SECTION 20, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1502 ***********************************************************************
 BE1502  DESIGNATION -  46 76 B15
 BE1502  PID         -  BE1502
 BE1502  STATE/COUNTY-  FL/BAY
 BE1502  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1502
 BE1502                         *CURRENT SURVEY CONTROL
 BE1502  ___________________________________________________________________
 BE1502* NAD 83(1990)-  30 12 24.70480(N)    085 51 35.49211(W)     ADJUSTED  
 BE1502* NAVD 88     -         7.324  (meters)      24.03   (feet)  ADJUSTED  
 BE1502  ___________________________________________________________________
 BE1502  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BE1502  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1502  DYNAMIC HT  -           7.314 (meters)      24.00  (feet)  COMP
 BE1502  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BE1502
 BE1502  HORZ ORDER  -  SECOND
 BE1502  VERT ORDER  -  SECOND    CLASS II
 BE1502
 BE1502.The horizontal coordinates were established by classical geodetic methods
 BE1502.and adjusted by the National Geodetic Survey in May 1991..
 BE1502
 BE1502.The orthometric height was determined by differential leveling
 BE1502.and adjusted by the National Geodetic Survey in June 1991..
 BE1502
 BE1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1502
 BE1502.The geoid height was determined by GEOID03.
 BE1502
 BE1502.The dynamic height is computed by dividing the NAVD 88
 BE1502.geopotential number by the normal gravity value computed on the
 BE1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1502.degrees latitude (g = 980.6199 gals.).
 BE1502
 BE1502.The modeled gravity was interpolated from observed gravity values.
 BE1502
 BE1502;                    North         East     Units Scale Factor Converg.
 BE1502;SPC FL N     -   134,558.400   469,075.076   MT  0.99994867   -0 41 00.1
 BE1502;SPC FL N     -   441,463.68  1,538,957.15   sFT  0.99994867   -0 41 00.1
 BE1502;UTM  16      - 3,342,257.133   609,738.790   MT  0.99974857   +0 34 25.3
 BE1502
 BE1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1502!SPC FL N     -   1.00000319  x   0.99994867  =   0.99995186
 BE1502!UTM  16      -   1.00000319  x   0.99974857  =   0.99975176
 BE1502
 BE1502|---------------------------------------------------------------------|
 BE1502| PID    Reference Object                     Distance      Geod. Az  |
 BE1502|                                                           dddmmss.s |
 BE1502| BE1383 46 76 B15 RM 1                       14.009 METERS 11006     |
 BE1502| BE1463 46 76 B15 RM 2                       14.385 METERS 30026     |
 BE1502| BE3722 BAHAMA BEACH BELL MICRO TWR         APPROX. 1.0 KM 3552412.2 |
 BE1502|---------------------------------------------------------------------|
 BE1502
 BE1502                          SUPERSEDED SURVEY CONTROL
 BE1502
 BE1502  NAD 83(1986)-  30 12 24.71542(N)    085 51 35.50143(W) AD(       ) 2
 BE1502  NAD 27      -  30 12 23.98429(N)    085 51 35.73546(W) AD(       ) 2
 BE1502  NGVD 29 (07/19/86)    7.46   (m)           24.5    (f) LEVELING    3  
 BE1502
 BE1502.Superseded values are not recommended for survey control.
 BE1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1502.See file dsdata.txt to determine how the superseded data were derived.
 BE1502
 BE1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0973942257(NAD 83)
 BE1502_MARKER: DD = SURVEY DISK
 BE1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1502_STAMPING: 46 76 B15
 BE1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1502+STABILITY: SURFACE MOTION
 BE1502
 BE1502  HISTORY     - Date     Condition        Report By
 BE1502  HISTORY     - 1976     MONUMENTED       FLDT
 BE1502  HISTORY     - 1977     GOOD             FLDT
 BE1502  HISTORY     - 1980     GOOD             NOS
 BE1502
 BE1502                          STATION DESCRIPTION
 BE1502
 BE1502'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1502'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1502'12 MILES WEST OF PANAMA CITY AND ABOUT 9 MILES NORTHWEST OF
 BE1502'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1502'
 BE1502'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1502'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1502'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1502'2.2 MILES TO REIDS TRAILER ESTATES AND STATION ON THE LEFT.
 BE1502'
 BE1502'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1502'BRASS DISK, STAMPED 46 76 B15, SET IN THE TOP OF A ROUND CONCRETE
 BE1502'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 14.3 FEET SOUTHWEST OF A
 BE1502'POWERLINE POLE WITH A WITNESS TAG ATTACHED, 33.4 FEET NORTHEAST OF
 BE1502'CENTER OF U.S. ROUTE 98 AND 91.3 FEET SOUTH-SOUTHEAST OF
 BE1502'SOUTHEAST CORNER OF REIDS TRAILER ESTATES OFFICE BUILDING.
 BE1502'
 BE1502'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1502'TRANSPORTATION BRASS DISK, STAMPED 46 76 B15 RM NO 1, SET IN THE
 BE1502'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1502'GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 6.3
 BE1502'FEET EAST OF NORTH SUPPORT POST FOR TRAILER ESTATES SIGN, 43.6
 BE1502'FEET SOUTHEAST OF A POWERLINE POLE WITH WITNESS TAG ATTACHED AND
 BE1502'43.8 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1502'
 BE1502'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1502'TRANSPORTATION BRASS DISK, STAMPED 46 76 B15 RM NO 2, SET IN THE
 BE1502'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1502'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 32.4
 BE1502'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 52.0 FEET SOUTH OF
 BE1502'SOUTHEAST CORNER OF REIDS TRAILER ESTATES OFFICE BUILDING AND
 BE1502'58.6 FEET SOUTHEAST OF CENTER OF DRIVE TO TRAILER ESTATES.
 BE1502
 BE1502                          STATION RECOVERY (1977)
 BE1502
 BE1502'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1502'2.15 MI SE FROM PANAMA CITY BEACH.
 BE1502'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1502'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1502'S. ROUTE 98 FOR ABOUT 2.15 MILES TO REIDS TRAILER ESTATES AND STATION.
 BE1502'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW
 BE1502'GROUND.  IT IS 91.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 BE1502'THE TRAILER ESTATES OFFICE BUILDING, 33.4 FEET NORTHEAST OF CENTER OF
 BE1502'U. S. ROUTE 98 AND 14.3 FEET SOUTHWEST OF A POWER POLE WITH A WITNESS
 BE1502'SHIELD ATTACHED.  SECTION 21, T 3S, R 16W.
 BE1502
 BE1502                          STATION RECOVERY (1980)
 BE1502
 BE1502'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1502'THE STATION WAS RECOVERED IN GOOD CONDITION AND A S PREVIOUSLY
 BE1502'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1383 ***********************************************************************
 BE1383  DESIGNATION -  46 76 B15 RM 1
 BE1383  PID         -  BE1383
 BE1383  STATE/COUNTY-  FL/BAY
 BE1383  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1383
 BE1383                         *CURRENT SURVEY CONTROL
 BE1383  ___________________________________________________________________
 BE1383* NAD 83(1986)-  30 12 24.     (N)    085 51 35.     (W)     SCALED    
 BE1383* NAVD 88     -         6.948  (meters)      22.80   (feet)  ADJUSTED  
 BE1383  ___________________________________________________________________
 BE1383  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1383  DYNAMIC HT  -           6.939 (meters)      22.77  (feet)  COMP
 BE1383  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BE1383
 BE1383  VERT ORDER  -  SECOND    CLASS II
 BE1383
 BE1383.The horizontal coordinates were scaled from a topographic map and have
 BE1383.an estimated accuracy of +/- 6 seconds.
 BE1383
 BE1383.The orthometric height was determined by differential leveling
 BE1383.and adjusted by the National Geodetic Survey in June 1991..
 BE1383
 BE1383.The geoid height was determined by GEOID03.
 BE1383
 BE1383.The dynamic height is computed by dividing the NAVD 88
 BE1383.geopotential number by the normal gravity value computed on the
 BE1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1383.degrees latitude (g = 980.6199 gals.).
 BE1383
 BE1383.The modeled gravity was interpolated from observed gravity values.
 BE1383
 BE1383;                    North         East    Units  Estimated Accuracy
 BE1383;SPC FL N     -   134,540.      469,090.      MT  (+/- 180 meters Scaled)
 BE1383
 BE1383                          SUPERSEDED SURVEY CONTROL
 BE1383
 BE1383.No superseded survey control is available for this station.
 BE1383
 BE1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU097422(NAD 83)
 BE1383_MARKER: DD = SURVEY DISK
 BE1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1383_STAMPING: 46 76 B15 RM NO 1
 BE1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1383+STABILITY: SURFACE MOTION
 BE1383
 BE1383  HISTORY     - Date     Condition        Report By
 BE1383  HISTORY     - 1976     MONUMENTED       FLDT
 BE1383  HISTORY     - 1977     GOOD             FLDT
 BE1383
 BE1383                          STATION DESCRIPTION
 BE1383
 BE1383'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1383'2.15 MI SE FROM PANAMA CITY BEACH.
 BE1383'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1383'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON
 BE1383'U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO REIDS TRAILER ESTATES AND
 BE1383'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1383'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 43.8 FEET NORTHEAST OF
 BE1383'CENTER OF U. S. ROUTE 98, 43.6 FEET SOUTHEAST OF A POWER POLE WITH A
 BE1383'WITNESS SHIELD ATTACHED, 6.3 FEET EAST OF THE NORTH SUPPORT POST FOR
 BE1383'THE REIDS TRAILER ESTATES SIGN AND 1.3 FEET SOUTHWEST OF A METAL
 BE1383'WITNESS POST.  SECTION 21, T3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1463 ***********************************************************************
 BE1463  DESIGNATION -  46 76 B15 RM 2
 BE1463  PID         -  BE1463
 BE1463  STATE/COUNTY-  FL/BAY
 BE1463  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1463
 BE1463                         *CURRENT SURVEY CONTROL
 BE1463  ___________________________________________________________________
 BE1463* NAD 83(1986)-  30 12 24.     (N)    085 51 35.     (W)     SCALED    
 BE1463* NAVD 88     -         7.175  (meters)      23.54   (feet)  ADJUSTED  
 BE1463  ___________________________________________________________________
 BE1463  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1463  DYNAMIC HT  -           7.166 (meters)      23.51  (feet)  COMP
 BE1463  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BE1463
 BE1463  VERT ORDER  -  SECOND    CLASS II
 BE1463
 BE1463.The horizontal coordinates were scaled from a topographic map and have
 BE1463.an estimated accuracy of +/- 6 seconds.
 BE1463
 BE1463.The orthometric height was determined by differential leveling
 BE1463.and adjusted by the National Geodetic Survey in June 1991..
 BE1463
 BE1463.The geoid height was determined by GEOID03.
 BE1463
 BE1463.The dynamic height is computed by dividing the NAVD 88
 BE1463.geopotential number by the normal gravity value computed on the
 BE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1463.degrees latitude (g = 980.6199 gals.).
 BE1463
 BE1463.The modeled gravity was interpolated from observed gravity values.
 BE1463
 BE1463;                    North         East    Units  Estimated Accuracy
 BE1463;SPC FL N     -   134,540.      469,090.      MT  (+/- 180 meters Scaled)
 BE1463
 BE1463                          SUPERSEDED SURVEY CONTROL
 BE1463
 BE1463.No superseded survey control is available for this station.
 BE1463
 BE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU097422(NAD 83)
 BE1463_MARKER: DD = SURVEY DISK
 BE1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1463_STAMPING: 46 76 B15 RM NO 2
 BE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1463+STABILITY: SURFACE MOTION
 BE1463
 BE1463  HISTORY     - Date     Condition        Report By
 BE1463  HISTORY     - 1976     MONUMENTED       FLDT
 BE1463  HISTORY     - 1977     GOOD             FLDT
 BE1463
 BE1463                          STATION DESCRIPTION
 BE1463
 BE1463'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1463'2.15 MI SE FROM PANAMA CITY BEACH.
 BE1463'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1463'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1463'S. ROUTE 98 FOR ABOUT 2.15 MILES TO REIDS TRAILER ESTATES AND
 BE1463'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1463'CONCRETE MONUMENT 4 INCHES BELOW GROUND.  IT IS 58.6 FEET SOUTHEAST OF
 BE1463'CENTER OF THE ENTRANCE DRIVE TO TRAILER ESTATES, 52.0 FEET SOUTH OF
 BE1463'THE SOUTHEAST CORNER OF THE TRAILER ESTATES OFFICE BUILDING, 32.4 FEET
 BE1463'NORTHEAST OF CENTER OF U. S. ROUTE 98 AND 1.5 FEET SOUTHWEST OF A
 BE1463'METAL WITNESS POST.  SECTION 21, T3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1503 ***********************************************************************
 BE1503  DESIGNATION -  46 76 B16
 BE1503  PID         -  BE1503
 BE1503  STATE/COUNTY-  FL/BAY
 BE1503  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1503
 BE1503                         *CURRENT SURVEY CONTROL
 BE1503  ___________________________________________________________________
 BE1503* NAD 83(1990)-  30 12 03.64922(N)    085 50 58.47163(W)     ADJUSTED  
 BE1503* NAVD 88     -         7.382  (meters)      24.22   (feet)  ADJUSTED  
 BE1503  ___________________________________________________________________
 BE1503  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BE1503  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1503  DYNAMIC HT  -           7.372 (meters)      24.19  (feet)  COMP
 BE1503  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE1503
 BE1503  HORZ ORDER  -  SECOND
 BE1503  VERT ORDER  -  SECOND    CLASS II
 BE1503
 BE1503.The horizontal coordinates were established by classical geodetic methods
 BE1503.and adjusted by the National Geodetic Survey in May 1991..
 BE1503
 BE1503.The orthometric height was determined by differential leveling
 BE1503.and adjusted by the National Geodetic Survey in June 1991..
 BE1503
 BE1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1503
 BE1503.The geoid height was determined by GEOID03.
 BE1503
 BE1503.The dynamic height is computed by dividing the NAVD 88
 BE1503.geopotential number by the normal gravity value computed on the
 BE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1503.degrees latitude (g = 980.6199 gals.).
 BE1503
 BE1503.The modeled gravity was interpolated from observed gravity values.
 BE1503
 BE1503;                    North         East     Units Scale Factor Converg.
 BE1503;SPC FL N     -   133,898.344   470,057.430   MT  0.99994861   -0 40 41.5
 BE1503;SPC FL N     -   439,298.15  1,542,180.08   sFT  0.99994861   -0 40 41.5
 BE1503;UTM  16      - 3,341,618.913   610,735.190   MT  0.99975128   +0 34 43.5
 BE1503
 BE1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1503!SPC FL N     -   1.00000318  x   0.99994861  =   0.99995179
 BE1503!UTM  16      -   1.00000318  x   0.99975128  =   0.99975446
 BE1503
 BE1503|---------------------------------------------------------------------|
 BE1503| PID    Reference Object                     Distance      Geod. Az  |
 BE1503|                                                           dddmmss.s |
 BE1503| BE1384 46 76 B16 RM 1                       18.157 METERS 12950     |
 BE1503| CW1687 46 76 B16 RM 2                       15.237 METERS 23739     |
 BE1503| BE3722 BAHAMA BEACH BELL MICRO TWR         APPROX. 2.0 KM 3264842.9 |
 BE1503|---------------------------------------------------------------------|
 BE1503
 BE1503                          SUPERSEDED SURVEY CONTROL
 BE1503
 BE1503  NAD 83(1986)-  30 12 03.65970(N)    085 50 58.48106(W) AD(       ) 2
 BE1503  NAD 27      -  30 12 02.92769(N)    085 50 58.71581(W) AD(       ) 2
 BE1503  NGVD 29 (07/19/86)    7.52   (m)           24.7    (f) LEVELING    3  
 BE1503
 BE1503.Superseded values are not recommended for survey control.
 BE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1503.See file dsdata.txt to determine how the superseded data were derived.
 BE1503
 BE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1073541619(NAD 83)
 BE1503_MARKER: DD = SURVEY DISK
 BE1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1503_STAMPING: 46 76 B16
 BE1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1503+STABILITY: SURFACE MOTION
 BE1503
 BE1503  HISTORY     - Date     Condition        Report By
 BE1503  HISTORY     - 1976     MONUMENTED       FLDT
 BE1503  HISTORY     - 1977     GOOD             FLDT
 BE1503  HISTORY     - 1980     GOOD             NOS
 BE1503
 BE1503                          STATION DESCRIPTION
 BE1503
 BE1503'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1503'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1503'12 MILES WEST OF PANAMA CITY AND ABOUT 8 MILES NORTHWEST OF
 BE1503'ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF U.S. ROUTE 98.
 BE1503'
 BE1503'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1503'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1503'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1503'2.9 MILES TO THE INTERSECTION OF PETREL STREET AND STATION ON THE
 BE1503'LEFT.
 BE1503'
 BE1503'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1503'BRASS DISK, STAMPED 46 76 B16, SET IN THE TOP OF A ROUND CONCRETE
 BE1503'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 19.7 FEET NORTHEAST OF
 BE1503'A POWERLINE BRACE POLE WITH A WITNESS TAG ATTACHED, 24.5 FEET
 BE1503'SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 32.0 FEET SOUTH OF
 BE1503'CENTER OF INTERSECTION OF PETREL STREET AND U.S. ROUTE 98.
 BE1503'
 BE1503'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1503'TRANSPORTATION BRASS DISK, STAMPED 46 76 B16 RM NO 1, SET IN THE
 BE1503'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1503'GROUND.  IT IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 27.0
 BE1503'FEET NORTHWEST OF CENTER OF A WOODEN WALK TO BEACH, 32.0 FEET
 BE1503'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 60.5 FEET
 BE1503'EAST-SOUTHEAST OF A POWERLINE BRACE POLE WITH A WITNESS TAG
 BE1503'ATTACHED.
 BE1503'
 BE1503'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. ENGINEER BRASS DISK,
 BE1503'STAMPED P.C.B.E. 4 STA 0+40 1970, SET IN THE TOP OF A 5 INCH SQUARE
 BE1503'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 BE1503'1.3 FEET NORTHEAST OF A METAL WITNESS POST, 32.3 FEET SOUTHWEST
 BE1503'OF A POWERLINE BRACE POLE WITH A WITNESS TAG ATTACHED AND 70.0
 BE1503'FEET SOUTH-SOUTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98
 BE1503'AND PETREL STREET.
 BE1503
 BE1503                          STATION RECOVERY (1977)
 BE1503
 BE1503'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1503'2.85 MI SE FROM PANAMA CITY BEACH.
 BE1503'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1503'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1503'S. ROUTE 98 FOR ABOUT 2.85 MILES TO THE JUNCTION OF PETREL STREET AND
 BE1503'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1503'INCHES BELOW GROUND.  IT IS 32.0 FEET SOUTH OF CENTER OF THE JUNCTION
 BE1503'OF U. S. ROUTE 98 AND PETREL STREET, 24.5 FEET SOUTHWEST OF CENTER OF
 BE1503'U. S. ROUTE 98 AND 19.7 FEET NORTHEAST OF A POWER LINE POLE WITH A
 BE1503'WITNESS SHIELD ATTACHED.  SECTION 28, T 3S, R 16W.
 BE1503
 BE1503                          STATION RECOVERY (1980)
 BE1503
 BE1503'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1503'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1503'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1384 ***********************************************************************
 BE1384  DESIGNATION -  46 76 B16 RM 1
 BE1384  PID         -  BE1384
 BE1384  STATE/COUNTY-  FL/BAY
 BE1384  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1384
 BE1384                         *CURRENT SURVEY CONTROL
 BE1384  ___________________________________________________________________
 BE1384* NAD 83(1986)-  30 12 03.     (N)    085 50 58.     (W)     SCALED    
 BE1384* NAVD 88     -         6.910  (meters)      22.67   (feet)  ADJUSTED  
 BE1384  ___________________________________________________________________
 BE1384  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1384  DYNAMIC HT  -           6.901 (meters)      22.64  (feet)  COMP
 BE1384  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE1384
 BE1384  VERT ORDER  -  SECOND    CLASS II
 BE1384
 BE1384.The horizontal coordinates were scaled from a topographic map and have
 BE1384.an estimated accuracy of +/- 6 seconds.
 BE1384
 BE1384.The orthometric height was determined by differential leveling
 BE1384.and adjusted by the National Geodetic Survey in June 1991..
 BE1384
 BE1384.The geoid height was determined by GEOID03.
 BE1384
 BE1384.The dynamic height is computed by dividing the NAVD 88
 BE1384.geopotential number by the normal gravity value computed on the
 BE1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1384.degrees latitude (g = 980.6199 gals.).
 BE1384
 BE1384.The modeled gravity was interpolated from observed gravity values.
 BE1384
 BE1384;                    North         East    Units  Estimated Accuracy
 BE1384;SPC FL N     -   133,880.      470,070.      MT  (+/- 180 meters Scaled)
 BE1384
 BE1384                          SUPERSEDED SURVEY CONTROL
 BE1384
 BE1384.No superseded survey control is available for this station.
 BE1384
 BE1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU107415(NAD 83)
 BE1384_MARKER: DD = SURVEY DISK
 BE1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1384_STAMPING: 46 76 B16 RM NO 1
 BE1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1384+STABILITY: SURFACE MOTION
 BE1384
 BE1384  HISTORY     - Date     Condition        Report By
 BE1384  HISTORY     - 1976     MONUMENTED       FLDT
 BE1384  HISTORY     - 1977     GOOD             FLDT
 BE1384
 BE1384                          STATION DESCRIPTION
 BE1384
 BE1384'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1384'2.85 MI SE FROM PANAMA CITY BEACH.
 BE1384'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1384'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1384'ROUTE 98 FOR ABOUT 2.85 MILES TO THE JUNCTION OF PETREL STREET AND
 BE1384'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1384'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 60.5 FEET
 BE1384'EAST-SOUTHEAST OF A POWERLINE BRACE POLE WITH A WITNESS SHIELD
 BE1384'ATTACHED, 32.0 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98, 27.0
 BE1384'FEET NORTHWEST OF CENTER OF A WOODEN WALKWAY TO THE BEACH AND 1.5 FEET
 BE1384'NORTHEAST OF A METAL WITNESS POST.  SECTION 28, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1504 ***********************************************************************
 BE1504  DESIGNATION -  46 76 B17
 BE1504  PID         -  BE1504
 BE1504  STATE/COUNTY-  FL/BAY
 BE1504  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1504
 BE1504                         *CURRENT SURVEY CONTROL
 BE1504  ___________________________________________________________________
 BE1504* NAD 83(1990)-  30 11 46.49350(N)    085 50 26.19556(W)     ADJUSTED  
 BE1504* NAVD 88     -         7.822  (meters)      25.66   (feet)  ADJUSTED  
 BE1504  ___________________________________________________________________
 BE1504  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BE1504  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1504  DYNAMIC HT  -           7.811 (meters)      25.63  (feet)  COMP
 BE1504  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 BE1504
 BE1504  HORZ ORDER  -  SECOND
 BE1504  VERT ORDER  -  SECOND    CLASS II
 BE1504
 BE1504.The horizontal coordinates were established by classical geodetic methods
 BE1504.and adjusted by the National Geodetic Survey in May 1991..
 BE1504
 BE1504.The orthometric height was determined by differential leveling
 BE1504.and adjusted by the National Geodetic Survey in June 1991..
 BE1504
 BE1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1504
 BE1504.The geoid height was determined by GEOID03.
 BE1504
 BE1504.The dynamic height is computed by dividing the NAVD 88
 BE1504.geopotential number by the normal gravity value computed on the
 BE1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1504.degrees latitude (g = 980.6199 gals.).
 BE1504
 BE1504.The modeled gravity was interpolated from observed gravity values.
 BE1504
 BE1504;                    North         East     Units Scale Factor Converg.
 BE1504;SPC FL N     -   133,359.943   470,914.421   MT  0.99994856   -0 40 25.3
 BE1504;SPC FL N     -   437,531.75  1,544,991.73   sFT  0.99994856   -0 40 25.3
 BE1504;UTM  16      - 3,341,099.542   611,603.614   MT  0.99975366   +0 34 59.5
 BE1504
 BE1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1504!SPC FL N     -   1.00000311  x   0.99994856  =   0.99995167
 BE1504!UTM  16      -   1.00000311  x   0.99975366  =   0.99975677
 BE1504
 BE1504:                Primary Azimuth Mark                     Grid Az
 BE1504:SPC FL N     -  46 76 B16                                302 08 20.2
 BE1504:UTM  16      -  46 76 B16                                300 52 55.4
 BE1504
 BE1504|---------------------------------------------------------------------|
 BE1504| PID    Reference Object                     Distance      Geod. Az  |
 BE1504|                                                           dddmmss.s |
 BE1504| BE1503 46 76 B16                           APPROX. 1.0 KM 3012754.9 |
 BE1504|---------------------------------------------------------------------|
 BE1504
 BE1504                          SUPERSEDED SURVEY CONTROL
 BE1504
 BE1504  NAD 83(1986)-  30 11 46.50384(N)    085 50 26.20506(W) AD(       ) 2
 BE1504  NAD 27      -  30 11 45.77102(N)    085 50 26.44047(W) AD(       ) 2
 BE1504  NGVD 29 (07/19/86)    7.95   (m)           26.1    (f) LEVELING    3  
 BE1504
 BE1504.Superseded values are not recommended for survey control.
 BE1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1504.See file dsdata.txt to determine how the superseded data were derived.
 BE1504
 BE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1160441100(NAD 83)
 BE1504_MARKER: DD = SURVEY DISK
 BE1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1504_STAMPING: 46 76 B17
 BE1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1504+STABILITY: SURFACE MOTION
 BE1504
 BE1504  HISTORY     - Date     Condition        Report By
 BE1504  HISTORY     - 1976     MONUMENTED       FLDT
 BE1504  HISTORY     - 1977     GOOD             FLDT
 BE1504  HISTORY     - 1980     GOOD             NOS
 BE1504
 BE1504                          STATION DESCRIPTION
 BE1504
 BE1504'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1504'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1504'ABOUT 11 MILES WEST OF PANAMA CITY AND ABOUT 7 MILES NORTHWEST OF
 BE1504'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1504'
 BE1504'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1504'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1504'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1504'3.5 MILES TO EVERGREEN STREET AND STATION ON THE LEFT.
 BE1504'
 BE1504'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1504'BRASS DISK, STAMPED 46 76 B17, SET IN THE TOP OF A 4 INCH X 4
 BE1504'INCH CONCRETE MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 8.5 FEET
 BE1504'SOUTH-SOUTHWEST OF A GUY WIRE, 18.0 FEET SOUTH-SOUTHWEST OF A
 BE1504'POWERLINE POLE WITH A WITNESS TAG ATTACHED, 28.0 FEET NORTHEAST
 BE1504'OF CENTER OF U.S. ROUTE 98, 47.0 FEET SOUTHWEST OF THE SOUTHWEST
 BE1504'CORNER OF A STUCCO HOUSE, 48.0 FEET SOUTH OF THE SOUTHEAST
 BE1504'CORNER OF A BLOCK BUILDING AND 146.0 FEET SOUTHEAST OF CENTER OF
 BE1504'EVERGREEN STREET.
 BE1504
 BE1504                          STATION RECOVERY (1977)
 BE1504
 BE1504'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1504'3.45 MI SE FROM PANAMA CITY BEACH.
 BE1504'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1504'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1504'ROUTE 98 FOR ABOUT 3.45 MILES TO THE JUNCTION OF EVERGREEN STREET AND
 BE1504'STATION.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BE1504'MONUMENT 5 INCHES BELOW GROUND.  IT IS 146.0 FEET
 BE1504'SOUTHEAST OF CENTER OF EVERGREEN STREET, 48.0 FEET SOUTH OF THE
 BE1504'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING (FRANS BEACH SUPPLIES),
 BE1504'47.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO HOUSE, 28.0
 BE1504'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 18.0 FEET SOUTH-SOUTHWEST
 BE1504'OF A POWER POLE WITH A WITNESS SHIELD ATTACHED AND 8.5 FEET
 BE1504'SOUTH-SOUTHWEST OF A GUY WIRE.  SECTION 27, T 3S, R 16W.
 BE1504
 BE1504                          STATION RECOVERY (1980)
 BE1504
 BE1504'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1504'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLYY
 BE1504'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1505 ***********************************************************************
 BE1505  DESIGNATION -  46 76 B18
 BE1505  PID         -  BE1505
 BE1505  STATE/COUNTY-  FL/BAY
 BE1505  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1505
 BE1505                         *CURRENT SURVEY CONTROL
 BE1505  ___________________________________________________________________
 BE1505* NAD 83(1990)-  30 11 30.07927(N)    085 49 56.74668(W)     ADJUSTED  
 BE1505* NAVD 88     -         7.849  (meters)      25.75   (feet)  ADJUSTED  
 BE1505  ___________________________________________________________________
 BE1505  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BE1505  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1505  DYNAMIC HT  -           7.839 (meters)      25.72  (feet)  COMP
 BE1505  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 BE1505
 BE1505  HORZ ORDER  -  SECOND
 BE1505  VERT ORDER  -  SECOND    CLASS II
 BE1505
 BE1505.The horizontal coordinates were established by classical geodetic methods
 BE1505.and adjusted by the National Geodetic Survey in May 1991..
 BE1505
 BE1505.The orthometric height was determined by differential leveling
 BE1505.and adjusted by the National Geodetic Survey in June 1991..
 BE1505
 BE1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1505
 BE1505.The geoid height was determined by GEOID03.
 BE1505
 BE1505.The dynamic height is computed by dividing the NAVD 88
 BE1505.geopotential number by the normal gravity value computed on the
 BE1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1505.degrees latitude (g = 980.6199 gals.).
 BE1505
 BE1505.The modeled gravity was interpolated from observed gravity values.
 BE1505
 BE1505;                    North         East     Units Scale Factor Converg.
 BE1505;SPC FL N     -   132,845.322   471,696.143   MT  0.99994852   -0 40 10.5
 BE1505;SPC FL N     -   435,843.36  1,547,556.43   sFT  0.99994852   -0 40 10.5
 BE1505;UTM  16      - 3,340,602.288   612,396.283   MT  0.99975585   +0 35 14.0
 BE1505
 BE1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1505!SPC FL N     -   1.00000310  x   0.99994852  =   0.99995162
 BE1505!UTM  16      -   1.00000310  x   0.99975585  =   0.99975895
 BE1505
 BE1505|---------------------------------------------------------------------|
 BE1505| PID    Reference Object                     Distance      Geod. Az  |
 BE1505|                                                           dddmmss.s |
 BE1505| BE1385 46 76 B18 RM 1                       12.997 METERS 12203     |
 BE1505| BE3720 TP 01 OBS TWR                       APPROX. 0.5 KM 1233738.5 |
 BE1505| BE1504 46 76 B17                           APPROX. 0.9 KM 3024116.6 |
 BE1505| BE1464 46 76 B18 RM 2                       25.785 METERS 31829     |
 BE1505|---------------------------------------------------------------------|
 BE1505
 BE1505                          SUPERSEDED SURVEY CONTROL
 BE1505
 BE1505  NAD 83(1986)-  30 11 30.08949(N)    085 49 56.75627(W) AD(       ) 2
 BE1505  NAD 27      -  30 11 29.35585(N)    085 49 56.99234(W) AD(       ) 2
 BE1505  NGVD 29 (07/19/86)    7.98   (m)           26.2    (f) LEVELING    3  
 BE1505
 BE1505.Superseded values are not recommended for survey control.
 BE1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1505.See file dsdata.txt to determine how the superseded data were derived.
 BE1505
 BE1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1239640602(NAD 83)
 BE1505_MARKER: DD = SURVEY DISK
 BE1505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1505_SP_SET: CONCRETE DRIVE
 BE1505_STAMPING: 46 76 B18
 BE1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1505
 BE1505  HISTORY     - Date     Condition        Report By
 BE1505  HISTORY     - 1976     MONUMENTED       FLDT
 BE1505  HISTORY     - 1977     GOOD             FLDT
 BE1505  HISTORY     - 1980     GOOD             NOS
 BE1505
 BE1505                          STATION DESCRIPTION
 BE1505
 BE1505'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1505'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1505'ABOUT 10-1/2 MILES WEST OF PANAMA CITY AND ABOUT 6-1/2 MILES
 BE1505'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1505'U.S. ROUTE 98.
 BE1505'
 BE1505'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1505'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1505'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1505'4.1 MILES TO SURF MOTEL AND STATION ON THE LEFT.
 BE1505'
 BE1505'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1505'BRASS DISK, STAMPED 46 76 B18, SET IN A DRILL HOLE FLUSH WITH THE
 BE1505'TOP OF CONCRETE DRIVE.  IT IS 1.7 FEET SOUTHEAST OF NORTHWEST EDGE
 BE1505'OF CONCRETE DRIVE, 25.3 FEET NORTH-NORTHEAST OF CENTER OF
 BE1505'U.S. ROUTE 98 AND 38.4 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF
 BE1505'SURF MOTEL OFFICE BUILDING.
 BE1505'
 BE1505'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1505'TRANSPORTATION BRASS DISK, STAMPED 46 76 B18 RM NO 1, SET IN A
 BE1505'DRILL HOLE FLUSH WITH TOP OF CONCRETE DRIVE.  IT IS 1.3 FEET
 BE1505'NORTHWEST OF SOUTHEAST EDGE OF CONCRETE DRIVE, 15.2 FEET
 BE1505'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A STREET LIGHT, 27.0
 BE1505'FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 32.6 FEET
 BE1505'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF MOTEL OFFICE
 BE1505'BUILDING.
 BE1505'
 BE1505'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1505'TRANSPORTATION BRASS DISK, STAMPED 46 76 B18 RM NO 2, SET IN
 BE1505'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1505'GROUND.  IT IS 1.4 FEET SOUTH-SOUTHWEST OF A CONCRETE CURB, 6.7
 BE1505'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE NORTHWEST
 BE1505'WING OF MOTEL, 9.2 FEET SOUTHWEST OF A PALM TREE AND 46.8 FEET
 BE1505'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1505
 BE1505                          STATION RECOVERY (1977)
 BE1505
 BE1505'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1505'4.05 MI SE FROM PANAMA CITY BEACH.
 BE1505'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1505'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH, GO SOUTHEAST ON U.S.
 BE1505'ROUTE 98 FOR ABOUT 4.05 MILES TO THE SURF MOTEL AND STATION, WHICH IS
 BE1505'SET IN A DRILL HOLE IN THE TOP OF A CONCRETE DRIVE.  IT IS 38.4 FEET
 BE1505'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SURF MOTEL OFFICE, 25.3
 BE1505'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.7 FEET SOUTHEAST OF
 BE1505'THE NORTHWEST EDGE OF THE CONCRETE DRIVE.  SECTION 27, T 3S, R 16W.
 BE1505
 BE1505                          STATION RECOVERY (1980)
 BE1505
 BE1505'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1505'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1505'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1385 ***********************************************************************
 BE1385  DESIGNATION -  46 76 B18 RM 1
 BE1385  PID         -  BE1385
 BE1385  STATE/COUNTY-  FL/BAY
 BE1385  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1385
 BE1385                         *CURRENT SURVEY CONTROL
 BE1385  ___________________________________________________________________
 BE1385* NAD 83(1986)-  30 11 30.     (N)    085 49 56.     (W)     SCALED    
 BE1385* NAVD 88     -         7.809  (meters)      25.62   (feet)  ADJUSTED  
 BE1385  ___________________________________________________________________
 BE1385  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1385  DYNAMIC HT  -           7.799 (meters)      25.59  (feet)  COMP
 BE1385  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 BE1385
 BE1385  VERT ORDER  -  SECOND    CLASS II
 BE1385
 BE1385.The horizontal coordinates were scaled from a topographic map and have
 BE1385.an estimated accuracy of +/- 6 seconds.
 BE1385
 BE1385.The orthometric height was determined by differential leveling
 BE1385.and adjusted by the National Geodetic Survey in June 1991..
 BE1385
 BE1385.The geoid height was determined by GEOID03.
 BE1385
 BE1385.The dynamic height is computed by dividing the NAVD 88
 BE1385.geopotential number by the normal gravity value computed on the
 BE1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1385.degrees latitude (g = 980.6199 gals.).
 BE1385
 BE1385.The modeled gravity was interpolated from observed gravity values.
 BE1385
 BE1385;                    North         East    Units  Estimated Accuracy
 BE1385;SPC FL N     -   132,840.      471,720.      MT  (+/- 180 meters Scaled)
 BE1385
 BE1385                          SUPERSEDED SURVEY CONTROL
 BE1385
 BE1385.No superseded survey control is available for this station.
 BE1385
 BE1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU124406(NAD 83)
 BE1385_MARKER: DD = SURVEY DISK
 BE1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1385_SP_SET: CONCRETE DRIVE
 BE1385_STAMPING: 46 76 B18 RM NO 1
 BE1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1385
 BE1385  HISTORY     - Date     Condition        Report By
 BE1385  HISTORY     - 1976     MONUMENTED       FLDT
 BE1385  HISTORY     - 1977     GOOD             FLDT
 BE1385
 BE1385                          STATION DESCRIPTION
 BE1385
 BE1385'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1385'4.05 MI SE FROM PANAMA CITY BEACH.
 BE1385'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1385'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1385'ROUTE 98 FOR ABOUT 4.05 MILES TO THE SURF MOTEL AND REFERENCE MARK,
 BE1385'WHICH IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE DRIVE. IT IS
 BE1385'32.6 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SURF MOTEL
 BE1385'OFFICE, 27.0 FEET NORTHEAST OF THE CENTER OF U.S. ROUTE 98, 15.2 FEET
 BE1385'SOUTH-SOUTHWEST OF A POWER POLE SUPPORTING A STREET LIGHT AND 1.3 FEET
 BE1385'NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE DRIVE. SECTION 27, T
 BE1385'3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1464 ***********************************************************************
 BE1464  DESIGNATION -  46 76 B18 RM 2
 BE1464  PID         -  BE1464
 BE1464  STATE/COUNTY-  FL/BAY
 BE1464  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1464
 BE1464                         *CURRENT SURVEY CONTROL
 BE1464  ___________________________________________________________________
 BE1464* NAD 83(1986)-  30 11 30.     (N)    085 49 56.     (W)     SCALED    
 BE1464* NAVD 88     -         7.758  (meters)      25.45   (feet)  ADJUSTED  
 BE1464  ___________________________________________________________________
 BE1464  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1464  DYNAMIC HT  -           7.748 (meters)      25.42  (feet)  COMP
 BE1464  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 BE1464
 BE1464  VERT ORDER  -  SECOND    CLASS II
 BE1464
 BE1464.The horizontal coordinates were scaled from a topographic map and have
 BE1464.an estimated accuracy of +/- 6 seconds.
 BE1464
 BE1464.The orthometric height was determined by differential leveling
 BE1464.and adjusted by the National Geodetic Survey in June 1991..
 BE1464
 BE1464.The geoid height was determined by GEOID03.
 BE1464
 BE1464.The dynamic height is computed by dividing the NAVD 88
 BE1464.geopotential number by the normal gravity value computed on the
 BE1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1464.degrees latitude (g = 980.6199 gals.).
 BE1464
 BE1464.The modeled gravity was interpolated from observed gravity values.
 BE1464
 BE1464;                    North         East    Units  Estimated Accuracy
 BE1464;SPC FL N     -   132,840.      471,720.      MT  (+/- 180 meters Scaled)
 BE1464
 BE1464                          SUPERSEDED SURVEY CONTROL
 BE1464
 BE1464.No superseded survey control is available for this station.
 BE1464
 BE1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU124406(NAD 83)
 BE1464_MARKER: DD = SURVEY DISK
 BE1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1464_STAMPING: 46 76 B18 RM NO 2
 BE1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1464+STABILITY: SURFACE MOTION
 BE1464
 BE1464  HISTORY     - Date     Condition        Report By
 BE1464  HISTORY     - 1976     MONUMENTED       FLDT
 BE1464  HISTORY     - 1977     GOOD             FLDT
 BE1464
 BE1464                          STATION DESCRIPTION
 BE1464
 BE1464'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1464'4.05 MI SE FROM PANAMA CITY BEACH.
 BE1464'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1464'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1464'ROUTE 98 FOR ABOUT 4.05 MILES TO THE SURF MOTEL AND REFERENCE MARK,
 BE1464'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BE1464'1 INCH BELOW GROUND.  IT IS 46.8 FEET NORTHEAST OF CENTER OF U.S.
 BE1464'ROUTE 98, 9.2 FEET SOUTHWEST OF A PALM TREE, 6.7 FEET SOUTH-SOUTHWEST
 BE1464'OF THE SOUTHEAST CORNER OF THE NORTHWEST WING OF MOTEL AND 1.4 FEET
 BE1464'SOUTH-SOUTHWEST OF A CONCRETE  CURB.  SECTION 27, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1506 ***********************************************************************
 BE1506  DESIGNATION -  46 76 B19
 BE1506  PID         -  BE1506
 BE1506  STATE/COUNTY-  FL/BAY
 BE1506  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1506
 BE1506                         *CURRENT SURVEY CONTROL
 BE1506  ___________________________________________________________________
 BE1506* NAD 83(1990)-  30 11 17.89881(N)    085 49 35.60568(W)     ADJUSTED  
 BE1506* NAVD 88     -         5.434  (meters)      17.83   (feet)  ADJUSTED  
 BE1506  ___________________________________________________________________
 BE1506  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BE1506  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1506  DYNAMIC HT  -           5.427 (meters)      17.81  (feet)  COMP
 BE1506  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 BE1506
 BE1506  HORZ ORDER  -  SECOND
 BE1506  VERT ORDER  -  SECOND    CLASS II
 BE1506
 BE1506.The horizontal coordinates were established by classical geodetic methods
 BE1506.and adjusted by the National Geodetic Survey in May 1991..
 BE1506
 BE1506.The orthometric height was determined by differential leveling
 BE1506.and adjusted by the National Geodetic Survey in June 1991..
 BE1506
 BE1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1506
 BE1506.The geoid height was determined by GEOID03.
 BE1506
 BE1506.The dynamic height is computed by dividing the NAVD 88
 BE1506.geopotential number by the normal gravity value computed on the
 BE1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1506.degrees latitude (g = 980.6199 gals.).
 BE1506
 BE1506.The modeled gravity was interpolated from observed gravity values.
 BE1506
 BE1506;                    North         East     Units Scale Factor Converg.
 BE1506;SPC FL N     -   132,463.697   472,257.236   MT  0.99994850   -0 39 59.9
 BE1506;SPC FL N     -   434,591.31  1,549,397.28   sFT  0.99994850   -0 39 59.9
 BE1506;UTM  16      - 3,340,233.133   612,965.501   MT  0.99975744   +0 35 24.4
 BE1506
 BE1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1506!SPC FL N     -   1.00000348  x   0.99994850  =   0.99995198
 BE1506!UTM  16      -   1.00000348  x   0.99975744  =   0.99976092
 BE1506
 BE1506|---------------------------------------------------------------------|
 BE1506| PID    Reference Object                     Distance      Geod. Az  |
 BE1506|                                                           dddmmss.s |
 BE1506| BE1386 46 76 B19 RM 1                       11.690 METERS 03028     |
 BE1506| BE3714 TOP O THE STRIP OBS TWR              89.751 METERS 27515     |
 BE1506| BE1465 46 76 B19 RM 2                       20.260 METERS 30317     |
 BE1506| BE1505 46 76 B18                           APPROX. 0.7 KM 3033317.3 |
 BE1506|---------------------------------------------------------------------|
 BE1506
 BE1506                          SUPERSEDED SURVEY CONTROL
 BE1506
 BE1506  NAD 83(1986)-  30 11 17.90895(N)    085 49 35.61535(W) AD(       ) 2
 BE1506  NAD 27      -  30 11 17.17468(N)    085 49 35.85201(W) AD(       ) 2
 BE1506  NGVD 29 (07/19/86)    5.56   (m)           18.2    (f) LEVELING    3  
 BE1506
 BE1506.Superseded values are not recommended for survey control.
 BE1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1506.See file dsdata.txt to determine how the superseded data were derived.
 BE1506
 BE1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1296640233(NAD 83)
 BE1506_MARKER: DD = SURVEY DISK
 BE1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1506_STAMPING: 46 76 B19
 BE1506_MARK LOGO: FLDT  
 BE1506_PROJECTION: RECESSED 5 CENTIMETERS
 BE1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1506+STABILITY: SURFACE MOTION
 BE1506
 BE1506  HISTORY     - Date     Condition        Report By
 BE1506  HISTORY     - 1976     MONUMENTED       FLDT
 BE1506  HISTORY     - 1977     GOOD             FLDT
 BE1506  HISTORY     - 1980     GOOD             NOS
 BE1506  HISTORY     - 19950607 GOOD             USPSQD
 BE1506
 BE1506                          STATION DESCRIPTION
 BE1506
 BE1506'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1506'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1506'10 MILES WEST OF PANAMA CITY AND ABOUT 6 MILES NORTHWEST OF
 BE1506'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1506'
 BE1506'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1506'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1506'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1506'4.5 MILES TO THE MIRACLE STRIP PACKAGE LIQUORS AND STATION ON
 BE1506'THE LEFT.
 BE1506'
 BE1506'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1506'BRASS DISK, STAMPED 46 76 B19, SET IN THE TOP OF A ROUND CONCRETE
 BE1506'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 3.0 FEET SOUTHEAST OF
 BE1506'A METAL WITNESS POST, 3.5 FEET SOUTHEAST OF A GUY WIRE, 12.5
 BE1506'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBER 58092-43452, 33.0
 BE1506'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 43.0 FEET
 BE1506'SOUTHWEST OF THE SOUTHWEST CORNER OF PACKAGE STORE BUILDING.
 BE1506'
 BE1506'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1506'TRANSPORTATION BRASS DISK, STAMPED 46 76 B19 RM NO 1, SET IN A
 BE1506'DRILL HOLE FLUSH WITH TOP OF A CONCRETE WALK.  IT IS 3.6 FEET
 BE1506'SOUTHEAST OF TOP OF ASPHALT CURB, 4.7 FEET SOUTHWEST OF SOUTHWEST
 BE1506'CORNER OF PACKAGE STORE, 25.3 FEET NORTHEAST OF POWERLINE POLE
 BE1506'NUMBER 58092-43452 AND 71.2 FEET NORTHEAST OF CENTER OF
 BE1506'U.S. ROUTE 98.
 BE1506'
 BE1506'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1506'TRANSPORTATION BRASS DISK, STAMPED 46 76 B19 RM NO 2, SET IN A
 BE1506'DRILL HOLE FLUSH WITH TOP OF CONCRETE CURB OF PARKING LOT.  IT
 BE1506'IS 1.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE PATIO,
 BE1506'32.7 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 69.4 FEET
 BE1506'SOUTHWEST OF SOUTHEAST CORNER OF SANDWICH SHOP.
 BE1506
 BE1506                          STATION RECOVERY (1977)
 BE1506
 BE1506'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1506'4.45 MI SE FROM PANAMA CITY BEACH.
 BE1506'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1506'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1506'ROUTE 98 FOR ABOUT 4.45 MILES AND STATION.  WHICH IS SET IN THE TOP OF
 BE1506'A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 43.0 FEET
 BE1506'SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO BUILDING MIRACLE STRIP
 BE1506'PACKAGE LIQUOR STORE, 33.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1506'12.5 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 58092-43452, 3.5 FEET
 BE1506'SOUTHEAST OF A GUY WIRE AND 3.0 FEET SOUTHEAST OF A METAL WITNESS
 BE1506'POST.  SECTION 35, T 3S, R 16W.
 BE1506
 BE1506                          STATION RECOVERY (1980)
 BE1506
 BE1506'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1506'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1506'DESCRIBED.
 BE1506
 BE1506                          STATION RECOVERY (1995)
 BE1506
 BE1506'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1386 ***********************************************************************
 BE1386  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1386  DESIGNATION -  46 76 B19 RM 1
 BE1386  PID         -  BE1386
 BE1386  STATE/COUNTY-  FL/BAY
 BE1386  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1386
 BE1386                         *CURRENT SURVEY CONTROL
 BE1386  ___________________________________________________________________
 BE1386* NAD 83(1986)-  30 11 18.     (N)    085 49 35.     (W)     SCALED    
 BE1386* NAVD 88     -         5.497  (meters)      18.03   (feet)  ADJUSTED  
 BE1386  ___________________________________________________________________
 BE1386  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1386  DYNAMIC HT  -           5.490 (meters)      18.01  (feet)  COMP
 BE1386  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 BE1386
 BE1386  VERT ORDER  -  SECOND    CLASS II
 BE1386
 BE1386.The horizontal coordinates were scaled from a topographic map and have
 BE1386.an estimated accuracy of +/- 6 seconds.
 BE1386
 BE1386.The orthometric height was determined by differential leveling
 BE1386.and adjusted by the National Geodetic Survey in June 1991..
 BE1386
 BE1386.This Tidal Bench Mark is designated as VM 10052
 BE1386.by the Center for Operational Oceanographic Products and Services.
 BE1386
 BE1386.The geoid height was determined by GEOID03.
 BE1386
 BE1386.The dynamic height is computed by dividing the NAVD 88
 BE1386.geopotential number by the normal gravity value computed on the
 BE1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1386.degrees latitude (g = 980.6199 gals.).
 BE1386
 BE1386.The modeled gravity was interpolated from observed gravity values.
 BE1386
 BE1386;                    North         East    Units  Estimated Accuracy
 BE1386;SPC FL N     -   132,470.      472,270.      MT  (+/- 180 meters Scaled)
 BE1386
 BE1386                          SUPERSEDED SURVEY CONTROL
 BE1386
 BE1386.No superseded survey control is available for this station.
 BE1386
 BE1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU129402(NAD 83)
 BE1386_MARKER: DD = SURVEY DISK
 BE1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1386_SP_SET: SIDEWALK
 BE1386_STAMPING: 46 76 B19 RM NO 1
 BE1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1386
 BE1386  HISTORY     - Date     Condition        Report By
 BE1386  HISTORY     - 1976     MONUMENTED       FLDT
 BE1386  HISTORY     - 1977     GOOD             FLDT
 BE1386
 BE1386                          STATION DESCRIPTION
 BE1386
 BE1386'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1386'4.45 MI SE FROM PANAMA CITY BEACH.
 BE1386'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1386'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1386'ROUTE 98 FOR ABOUT 4.45 MILES AND REFERENCE MARK.  WHICH IS SET IN A
 BE1386'DRILL HOLE IN THE TOP OF THE CONCRETE SIDEWALK OF A BUILDING. IT IS
 BE1386'71.2 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 25.3 FEET NORTHEAST OF
 BE1386'POWER POLE NO. 58092-43452, 4.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BE1386'OF THE STUCCO BUILDING MIRACLE STRIP PACKAGE LIQUOR STORE AND 3.6 FEET
 BE1386'SOUTHEAST OF THE TOP OF ASPHALT CURB.  SECTION 35, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1465 ***********************************************************************
 BE1465  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1465  DESIGNATION -  46 76 B19 RM 2
 BE1465  PID         -  BE1465
 BE1465  STATE/COUNTY-  FL/BAY
 BE1465  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1465
 BE1465                         *CURRENT SURVEY CONTROL
 BE1465  ___________________________________________________________________
 BE1465* NAD 83(1986)-  30 11 18.     (N)    085 49 35.     (W)     SCALED    
 BE1465* NAVD 88     -         5.838  (meters)      19.15   (feet)  ADJUSTED  
 BE1465  ___________________________________________________________________
 BE1465  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1465  DYNAMIC HT  -           5.830 (meters)      19.13  (feet)  COMP
 BE1465  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 BE1465
 BE1465  VERT ORDER  -  SECOND    CLASS I
 BE1465
 BE1465.The horizontal coordinates were scaled from a topographic map and have
 BE1465.an estimated accuracy of +/- 6 seconds.
 BE1465
 BE1465.The orthometric height was determined by differential leveling
 BE1465.and adjusted by the National Geodetic Survey in June 1991..
 BE1465
 BE1465.This Tidal Bench Mark is designated as VM 10053
 BE1465.by the Center for Operational Oceanographic Products and Services.
 BE1465
 BE1465.The geoid height was determined by GEOID03.
 BE1465
 BE1465.The dynamic height is computed by dividing the NAVD 88
 BE1465.geopotential number by the normal gravity value computed on the
 BE1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1465.degrees latitude (g = 980.6199 gals.).
 BE1465
 BE1465.The modeled gravity was interpolated from observed gravity values.
 BE1465
 BE1465;                    North         East    Units  Estimated Accuracy
 BE1465;SPC FL N     -   132,470.      472,270.      MT  (+/- 180 meters Scaled)
 BE1465
 BE1465                          SUPERSEDED SURVEY CONTROL
 BE1465
 BE1465.No superseded survey control is available for this station.
 BE1465
 BE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU129402(NAD 83)
 BE1465_MARKER: DD = SURVEY DISK
 BE1465_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE1465_STAMPING: 46 76 B19 RM NO 2
 BE1465_MARK LOGO: FLDT  
 BE1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1465
 BE1465  HISTORY     - Date     Condition        Report By
 BE1465  HISTORY     - 1976     MONUMENTED       FLDT
 BE1465  HISTORY     - 1977     GOOD             FLDT
 BE1465  HISTORY     - 1984     SEE DESCRIPTION  FLDNR
 BE1465
 BE1465                          STATION DESCRIPTION
 BE1465
 BE1465'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1465'4.45 MI SE FROM PANAMA CITY BEACH.
 BE1465'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1465'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1465'ROUTE 98 FOR ABOUT 4.45 MILES AND REFERENCE MARK.  WHICH IS SET IN A
 BE1465'DRILL HOLE IN THE TOP OF A CONCRETE CURB OF A PARKING LOT.  IT IS 69.4
 BE1465'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF JACKS SANDWICH SHOP
 BE1465'BUILDING, 32.7 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.2 FEET
 BE1465'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PATIO FOR THE
 BE1465'OUTSIDE TABLES FOR THE SANDWICH SHOP.  SECTION 35, T 3S, R 16W.
 BE1465
 BE1465                          STATION RECOVERY (1984)
 BE1465
 BE1465'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1465'RECOVERED IN GOOD CONDITION EXCEPT USE WITH CAUTION FOR THE CONCRETE
 BE1465'CURB IS CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1507 ***********************************************************************
 BE1507  DESIGNATION -  46 76 B20
 BE1507  PID         -  BE1507
 BE1507  STATE/COUNTY-  FL/BAY
 BE1507  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1507
 BE1507                         *CURRENT SURVEY CONTROL
 BE1507  ___________________________________________________________________
 BE1507* NAD 83(1990)-  30 10 59.12392(N)    085 49 03.17035(W)     ADJUSTED  
 BE1507* NAVD 88     -         3.609  (meters)      11.84   (feet)  ADJUSTED  
 BE1507  ___________________________________________________________________
 BE1507  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BE1507  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1507  DYNAMIC HT  -           3.604 (meters)      11.82  (feet)  COMP
 BE1507  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BE1507
 BE1507  HORZ ORDER  -  SECOND
 BE1507  VERT ORDER  -  SECOND    CLASS II
 BE1507
 BE1507.The horizontal coordinates were established by classical geodetic methods
 BE1507.and adjusted by the National Geodetic Survey in May 1991..
 BE1507
 BE1507.The orthometric height was determined by differential leveling
 BE1507.and adjusted by the National Geodetic Survey in June 1991..
 BE1507
 BE1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1507
 BE1507.The geoid height was determined by GEOID03.
 BE1507
 BE1507.The dynamic height is computed by dividing the NAVD 88
 BE1507.geopotential number by the normal gravity value computed on the
 BE1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1507.degrees latitude (g = 980.6199 gals.).
 BE1507
 BE1507.The modeled gravity was interpolated from observed gravity values.
 BE1507
 BE1507;                    North         East     Units Scale Factor Converg.
 BE1507;SPC FL N     -   131,875.566   473,118.130   MT  0.99994847   -0 39 43.6
 BE1507;SPC FL N     -   432,661.75  1,552,221.73   sFT  0.99994847   -0 39 43.6
 BE1507;UTM  16      - 3,339,664.132   613,838.921   MT  0.99975988   +0 35 40.4
 BE1507
 BE1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1507!SPC FL N     -   1.00000377  x   0.99994847  =   0.99995224
 BE1507!UTM  16      -   1.00000377  x   0.99975988  =   0.99976365
 BE1507
 BE1507|---------------------------------------------------------------------|
 BE1507| PID    Reference Object                     Distance      Geod. Az  |
 BE1507|                                                           dddmmss.s |
 BE1507| BE1387 46 76 B20 RM 1                       17.590 METERS 11220     |
 BE1507| BE3712 LONG BEACH RESORT WATER TANK        APPROX. 1.0 KM 1154258.5 |
 BE1507| BE1506 46 76 B19                           APPROX. 1.0 KM 3034038.5 |
 BE1507| BE1466 46 76 B20 RM 2                       14.220 METERS 31749     |
 BE1507|---------------------------------------------------------------------|
 BE1507
 BE1507                          SUPERSEDED SURVEY CONTROL
 BE1507
 BE1507  NAD 83(1986)-  30 10 59.13392(N)    085 49 03.18010(W) AD(       ) 2
 BE1507  NAD 27      -  30 10 58.39861(N)    085 49 03.41770(W) AD(       ) 2
 BE1507  NGVD 29 (07/19/86)    3.73   (m)           12.2    (f) LEVELING    3  
 BE1507
 BE1507.Superseded values are not recommended for survey control.
 BE1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1507.See file dsdata.txt to determine how the superseded data were derived.
 BE1507
 BE1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1383939664(NAD 83)
 BE1507_MARKER: DD = SURVEY DISK
 BE1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1507_STAMPING: 46 76 B20
 BE1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1507+STABILITY: SURFACE MOTION
 BE1507
 BE1507  HISTORY     - Date     Condition        Report By
 BE1507  HISTORY     - 1970     MONUMENTED       FLDT
 BE1507  HISTORY     - 1977     GOOD             FLDT
 BE1507
 BE1507                          STATION DESCRIPTION
 BE1507
 BE1507'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1970 (CBM)
 BE1507'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1507'9-1/2 MILES WEST OF PANAMA CITY AND ABOUT 5-1/2 MILES NORTHWEST
 BE1507'OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1507'
 BE1507'TO REACH STATION FROM CITY HALL IN PANAMA CITY BEACH.  GO
 BE1507'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1507'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1507'4.3 MILES TO THE INTERSECTION OF STATE ROUTE 30H.  CONTINUE
 BE1507'SOUTHEAST ON U.S. ROUTE 98 FOR 0.8 MILE AND STATION ON THE LEFT.
 BE1507'
 BE1507'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1507'BRASS DISK, STAMPED 46 76 B20, SET IN THE TOP OF A ROUND CONCRETE
 BE1507'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 12.7 FEET SOUTHWEST OF A
 BE1507'POWERLINE POLE NUMBER 58376-43259 WITH A WITNESS TAG ATTACHED,
 BE1507'35.5 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 41.3 FEET
 BE1507'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT DRIVE.
 BE1507'
 BE1507'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1507'TRANSPORTATION BRASS DISK, STAMPED 46 76 B20 RM NO 1, SET IN THE
 BE1507'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1507'GROUND.  IT IS 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 8.0
 BE1507'FEET EAST OF CENTER OF A MAN HOLE COVER, 12.0 FEET SOUTHEAST OF
 BE1507'POWERLINE POLE NUMBER 58381-43254 AND 45.0 FEET NORTHEAST OF
 BE1507'CENTER OF U.S. ROUTE 98.
 BE1507'
 BE1507'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1507'TRANSPORTATION BRASS DISK, STAMPED 46 76 B20 RM N0 2, SET IN THE
 BE1507'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1507'GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 29.5
 BE1507'FEET SOUTHWEST OF SOUTHWEST EDGE OF ASPHALT DRIVE, 45.0 FEET
 BE1507'NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 45.0 FEET
 BE1507'WEST-NORTHWEST OF A POWERLINE POLE NUMBER 58376-43259 WITH A
 BE1507'WITNESS TAG ATTACHED.
 BE1507
 BE1507                          STATION RECOVERY (1977)
 BE1507
 BE1507'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1507'5.1 MI SE FROM PANAMA CITY BEACH.
 BE1507'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1507'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH. GO SOUTHEAST ON U.S.
 BE1507'ROUTE 98 FOR ABOUT 5.1 MILES AND STATION MARK.  WHICH IS SET IN THE
 BE1507'TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 41.3
 BE1507'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT DRIVE, 33.5
 BE1507'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 12.7 FEET SOUTHWEST OF A
 BE1507'POWERLINE  POLE NUMBER 58376-43259 WITH WITNESS SHIELD ATTACHED.
 BE1507'SECTION 35, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1387 ***********************************************************************
 BE1387  DESIGNATION -  46 76 B20 RM 1
 BE1387  PID         -  BE1387
 BE1387  STATE/COUNTY-  FL/BAY
 BE1387  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1387
 BE1387                         *CURRENT SURVEY CONTROL
 BE1387  ___________________________________________________________________
 BE1387* NAD 83(1986)-  30 10 59.     (N)    085 49 03.     (W)     SCALED    
 BE1387* NAVD 88     -         3.633  (meters)      11.92   (feet)  ADJUSTED  
 BE1387  ___________________________________________________________________
 BE1387  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1387  DYNAMIC HT  -           3.628 (meters)      11.90  (feet)  COMP
 BE1387  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BE1387
 BE1387  VERT ORDER  -  SECOND    CLASS II
 BE1387
 BE1387.The horizontal coordinates were scaled from a topographic map and have
 BE1387.an estimated accuracy of +/- 6 seconds.
 BE1387
 BE1387.The orthometric height was determined by differential leveling
 BE1387.and adjusted by the National Geodetic Survey in June 1991..
 BE1387
 BE1387.The geoid height was determined by GEOID03.
 BE1387
 BE1387.The dynamic height is computed by dividing the NAVD 88
 BE1387.geopotential number by the normal gravity value computed on the
 BE1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1387.degrees latitude (g = 980.6199 gals.).
 BE1387
 BE1387.The modeled gravity was interpolated from observed gravity values.
 BE1387
 BE1387;                    North         East    Units  Estimated Accuracy
 BE1387;SPC FL N     -   131,870.      473,120.      MT  (+/- 180 meters Scaled)
 BE1387
 BE1387                          SUPERSEDED SURVEY CONTROL
 BE1387
 BE1387.No superseded survey control is available for this station.
 BE1387
 BE1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU138396(NAD 83)
 BE1387_MARKER: DD = SURVEY DISK
 BE1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1387_STAMPING: 46 76 B20 RM NO 1
 BE1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1387+STABILITY: SURFACE MOTION
 BE1387
 BE1387  HISTORY     - Date     Condition        Report By
 BE1387  HISTORY     - 1976     MONUMENTED       FLDT
 BE1387  HISTORY     - 1977     GOOD             FLDT
 BE1387
 BE1387                          STATION DESCRIPTION
 BE1387
 BE1387'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1387'5.1 MI SE FROM PANAMA CITY BEACH.
 BE1387'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1387'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1387'ROUTE 98 FOR ABOUT 5.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE
 BE1387'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE GROUND. IT
 BE1387'IS 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 12.0 FEET SOUTHEAST
 BE1387'OF POWERLINE POLE NUMBER 58381-43254, 8.0 FEET EAST OF CENTER OF A
 BE1387'METAL MAN HOLE COVER AND 1.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 BE1387'SECTION 35, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1466 ***********************************************************************
 BE1466  DESIGNATION -  46 76 B20 RM 2
 BE1466  PID         -  BE1466
 BE1466  STATE/COUNTY-  FL/BAY
 BE1466  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1466
 BE1466                         *CURRENT SURVEY CONTROL
 BE1466  ___________________________________________________________________
 BE1466* NAD 83(1986)-  30 10 59.     (N)    085 49 03.     (W)     SCALED    
 BE1466* NAVD 88     -         3.631  (meters)      11.91   (feet)  ADJUSTED  
 BE1466  ___________________________________________________________________
 BE1466  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1466  DYNAMIC HT  -           3.626 (meters)      11.90  (feet)  COMP
 BE1466  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BE1466
 BE1466  VERT ORDER  -  SECOND    CLASS II
 BE1466
 BE1466.The horizontal coordinates were scaled from a topographic map and have
 BE1466.an estimated accuracy of +/- 6 seconds.
 BE1466
 BE1466.The orthometric height was determined by differential leveling
 BE1466.and adjusted by the National Geodetic Survey in June 1991..
 BE1466
 BE1466.The geoid height was determined by GEOID03.
 BE1466
 BE1466.The dynamic height is computed by dividing the NAVD 88
 BE1466.geopotential number by the normal gravity value computed on the
 BE1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1466.degrees latitude (g = 980.6199 gals.).
 BE1466
 BE1466.The modeled gravity was interpolated from observed gravity values.
 BE1466
 BE1466;                    North         East    Units  Estimated Accuracy
 BE1466;SPC FL N     -   131,870.      473,120.      MT  (+/- 180 meters Scaled)
 BE1466
 BE1466                          SUPERSEDED SURVEY CONTROL
 BE1466
 BE1466.No superseded survey control is available for this station.
 BE1466
 BE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU138396(NAD 83)
 BE1466_MARKER: DD = SURVEY DISK
 BE1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1466_STAMPING: 46 76 B20 RM NO 2
 BE1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1466+STABILITY: SURFACE MOTION
 BE1466
 BE1466  HISTORY     - Date     Condition        Report By
 BE1466  HISTORY     - 1976     MONUMENTED       FLDT
 BE1466  HISTORY     - 1977     GOOD             FLDT
 BE1466
 BE1466                          STATION DESCRIPTION
 BE1466
 BE1466'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1466'5.1 MI SE FROM PANAMA CITY BEACH.
 BE1466'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1466'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1466'ROUTE 98 FOR ABOUT 5.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE
 BE1466'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE GROUND. IT
 BE1466'IS 45.0 FEET WEST-NORTHWEST OF POWERLINE POLE NUMBER 58376-43259 WITH
 BE1466'A WITNESS TAG ATTACHED, 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1466'98, 29.5 FEET SOUTHWEST OF SOUTHWEST EDGE OF ASPHALT DRIVE AND 1.3
 BE1466'FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 35, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1508 ***********************************************************************
 BE1508  DESIGNATION -  46 76 B21
 BE1508  PID         -  BE1508
 BE1508  STATE/COUNTY-  FL/BAY
 BE1508  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1508
 BE1508                         *CURRENT SURVEY CONTROL
 BE1508  ___________________________________________________________________
 BE1508* NAD 83(1990)-  30 10 44.43853(N)    085 48 38.04472(W)     ADJUSTED  
 BE1508* NAVD 88     -         5.138  (meters)      16.86   (feet)  ADJUSTED  
 BE1508  ___________________________________________________________________
 BE1508  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BE1508  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1508  DYNAMIC HT  -           5.131 (meters)      16.83  (feet)  COMP
 BE1508  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BE1508
 BE1508  HORZ ORDER  -  SECOND
 BE1508  VERT ORDER  -  SECOND    CLASS II
 BE1508
 BE1508.The horizontal coordinates were established by classical geodetic methods
 BE1508.and adjusted by the National Geodetic Survey in May 1991..
 BE1508
 BE1508.The orthometric height was determined by differential leveling
 BE1508.and adjusted by the National Geodetic Survey in June 1991..
 BE1508
 BE1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1508
 BE1508.The geoid height was determined by GEOID03.
 BE1508
 BE1508.The dynamic height is computed by dividing the NAVD 88
 BE1508.geopotential number by the normal gravity value computed on the
 BE1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1508.degrees latitude (g = 980.6199 gals.).
 BE1508
 BE1508.The modeled gravity was interpolated from observed gravity values.
 BE1508
 BE1508;                    North         East     Units Scale Factor Converg.
 BE1508;SPC FL N     -   131,415.663   473,785.024   MT  0.99994845   -0 39 30.9
 BE1508;SPC FL N     -   431,152.89  1,554,409.70   sFT  0.99994845   -0 39 30.9
 BE1508;UTM  16      - 3,339,219.048   614,515.614   MT  0.99976179   +0 35 52.8
 BE1508
 BE1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1508!SPC FL N     -   1.00000353  x   0.99994845  =   0.99995198
 BE1508!UTM  16      -   1.00000353  x   0.99976179  =   0.99976532
 BE1508
 BE1508|---------------------------------------------------------------------|
 BE1508| PID    Reference Object                     Distance      Geod. Az  |
 BE1508|                                                           dddmmss.s |
 BE1508| BE3712 LONG BEACH RESORT WATER TANK        223.166 METERS 08429     |
 BE1508| BE1388 46 76 B21 RM 1                       19.450 METERS 11425     |
 BE1508| BE1467 46 76 B21 RM 2                       22.730 METERS 29431     |
 BE1508| BE1507 46 76 B20                           APPROX. 0.8 KM 3035556.3 |
 BE1508|---------------------------------------------------------------------|
 BE1508
 BE1508                          SUPERSEDED SURVEY CONTROL
 BE1508
 BE1508  NAD 83(1986)-  30 10 44.44845(N)    085 48 38.05456(W) AD(       ) 2
 BE1508  NAD 27      -  30 10 43.71242(N)    085 48 38.29288(W) AD(       ) 2
 BE1508  NGVD 29 (07/19/86)    5.27   (m)           17.3    (f) LEVELING    3  
 BE1508
 BE1508.Superseded values are not recommended for survey control.
 BE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1508.See file dsdata.txt to determine how the superseded data were derived.
 BE1508
 BE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1451639219(NAD 83)
 BE1508_MARKER: DD = SURVEY DISK
 BE1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE1508_SP_SET: ABUTMENT
 BE1508_STAMPING: 46 76 B21
 BE1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1508+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 BE1508
 BE1508  HISTORY     - Date     Condition        Report By
 BE1508  HISTORY     - 1976     MONUMENTED       FLDT
 BE1508  HISTORY     - 1977     GOOD             FLDT
 BE1508  HISTORY     - 20020717 GOOD             INDIV
 BE1508
 BE1508                          STATION DESCRIPTION
 BE1508
 BE1508'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1508'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1508'ABOUT 9 MILES WEST OF PANAMA CITY AND ABOUT 5 MILES NORTHWEST OF
 BE1508'ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF U.S. ROUTE 98
 BE1508'AND THE OUTSIDE OF A CURVE.
 BE1508'
 BE1508'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1508'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1508'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1508'5.6 MILES TO THE KRASEL MOTEL AND STATION ON THE RIGHT.
 BE1508'
 BE1508'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1508'BRASS DISK, STAMPED 46 76 B21, SET IN A DRILL HOLE FLUSH WITH THE
 BE1508'TOP OF THE CONCRETE DRIVEWAY ABUTMENT.  IT IS 3.0 FEET SOUTHEAST
 BE1508'OF NORTHWEST EDGE OF DRIVEWAY ABUTMENT, 29.5 FEET SOUTH-SOUTHWEST
 BE1508'OF CENTER OF U.S. ROUTE 98 AND 45.5 FEET EAST OF THE NORTHEAST
 BE1508'CORNER OF MOTEL OFFICE BUILDING.
 BE1508'
 BE1508'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1508'TRANSPORTATION BRASS DISK, STAMPED 46 76 B21 RM NO1, SET IN A
 BE1508'DRILL HOLE FLUSH WITH THE TOP OF A CONCRETE PARKING LOT CURB.  IT
 BE1508'IS 0.6 FOOT SOUTHEAST OF NORTHWEST EDGE OF CONCRETE CURB.  1.5
 BE1508'FEET WEST OF THE NORTHEAST END OF A METAL HANDRAIL, 12.5 FEET
 BE1508'NORTH-NORTHEAST OF POWERLINE POLE NUMBER 58601-43102 AND 30.0
 BE1508'FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98.
 BE1508'
 BE1508'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1508'TRANSPORTATION BRASS DISK, STAMPED 46 76 B21 RM NO2, SET IN A
 BE1508'DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE SIDEWALK.  IT IS
 BE1508'7.0 FEET NORTHEAST OF A FIRE HYDRANT, 19.0 FEET NORTH-NORTHEAST
 BE1508'OF THE NORTHWEST CORNER OF MOTEL OFFICE BUILDING AND 30.5 FEET
 BE1508'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98.
 BE1508
 BE1508                          STATION RECOVERY (1977)
 BE1508
 BE1508'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1508'5.6 MI SE FROM PANAMA CITY BEACH.
 BE1508'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1508'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1508'ROUTE 98 FOR ABOUT 5.6 MILES TO THE KRASEL MOTEL AND STATION. WHICH IS
 BE1508'SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE DRIVEWAY ABUTMENT. IT
 BE1508'IS 48.5 FEET EAST OF THE NORTHEAST CORNER OF THE MOTEL OFFICE
 BE1508'BUILDING, 29.5 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 3.0
 BE1508'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE CONCRETE DRIVEWAY
 BE1508'ABUTMENT.  SECTION 36, T 3S, R 16W.
 BE1508
 BE1508                          STATION RECOVERY (2002)
 BE1508
 BE1508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMH)
 BE1508'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1388 ***********************************************************************
 BE1388  DESIGNATION -  46 76 B21 RM 1
 BE1388  PID         -  BE1388
 BE1388  STATE/COUNTY-  FL/BAY
 BE1388  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1388
 BE1388                         *CURRENT SURVEY CONTROL
 BE1388  ___________________________________________________________________
 BE1388* NAD 83(1986)-  30 10 44.     (N)    085 48 38.     (W)     SCALED    
 BE1388* NAVD 88     -         5.337  (meters)      17.51   (feet)  ADJUSTED  
 BE1388  ___________________________________________________________________
 BE1388  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1388  DYNAMIC HT  -           5.330 (meters)      17.49  (feet)  COMP
 BE1388  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BE1388
 BE1388  VERT ORDER  -  SECOND    CLASS II
 BE1388
 BE1388.The horizontal coordinates were scaled from a topographic map and have
 BE1388.an estimated accuracy of +/- 6 seconds.
 BE1388
 BE1388.The orthometric height was determined by differential leveling
 BE1388.and adjusted by the National Geodetic Survey in June 1991..
 BE1388
 BE1388.The geoid height was determined by GEOID03.
 BE1388
 BE1388.The dynamic height is computed by dividing the NAVD 88
 BE1388.geopotential number by the normal gravity value computed on the
 BE1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1388.degrees latitude (g = 980.6199 gals.).
 BE1388
 BE1388.The modeled gravity was interpolated from observed gravity values.
 BE1388
 BE1388;                    North         East    Units  Estimated Accuracy
 BE1388;SPC FL N     -   131,400.      473,790.      MT  (+/- 180 meters Scaled)
 BE1388
 BE1388                          SUPERSEDED SURVEY CONTROL
 BE1388
 BE1388.No superseded survey control is available for this station.
 BE1388
 BE1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU145392(NAD 83)
 BE1388_MARKER: DD = SURVEY DISK
 BE1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1388_SP_SET: CURB
 BE1388_STAMPING: 46 76 B21 RM NO 1
 BE1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1388
 BE1388  HISTORY     - Date     Condition        Report By
 BE1388  HISTORY     - 1976     MONUMENTED       FLDT
 BE1388  HISTORY     - 1977     GOOD             FLDT
 BE1388
 BE1388                          STATION DESCRIPTION
 BE1388
 BE1388'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1388'5.6 MI SE FROM PANAMA CITY BEACH.
 BE1388'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1388'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1388'S. ROUTE 98 FOR ABOUT 5.6 MILES TO THE KRASEL MOTEL AND REFERENCE
 BE1388'MARK.  WHICH IS SET IN A DRILL HOLE IN THE TOP CONCRETE CURB OF
 BE1388'PARKING LOT.  IT IS 30.0 FEET SOUTH-SOUTHWEST OF CENTER OF U. S. ROUTE
 BE1388'98, 12.5 FEET NORTH-NORTHEAST OF POWER POLE NO. 58601-43102, 1.5 FEET
 BE1388'WEST OF THE NORTHEAST END OF A METAL HANDRAIL AND 0.6 FOOT SOUTHEAST
 BE1388'OF THE NORTHWEST EDGE OF THE CONCRETE CURB.  SECTION 36, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1467 ***********************************************************************
 BE1467  DESIGNATION -  46 76 B21 RM 2
 BE1467  PID         -  BE1467
 BE1467  STATE/COUNTY-  FL/BAY
 BE1467  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1467
 BE1467                         *CURRENT SURVEY CONTROL
 BE1467  ___________________________________________________________________
 BE1467* NAD 83(1986)-  30 10 44.     (N)    085 48 38.     (W)     SCALED    
 BE1467* NAVD 88     -         4.936  (meters)      16.19   (feet)  ADJUSTED  
 BE1467  ___________________________________________________________________
 BE1467  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1467  DYNAMIC HT  -           4.929 (meters)      16.17  (feet)  COMP
 BE1467  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BE1467
 BE1467  VERT ORDER  -  SECOND    CLASS II
 BE1467
 BE1467.The horizontal coordinates were scaled from a topographic map and have
 BE1467.an estimated accuracy of +/- 6 seconds.
 BE1467
 BE1467.The orthometric height was determined by differential leveling
 BE1467.and adjusted by the National Geodetic Survey in June 1991..
 BE1467
 BE1467.The geoid height was determined by GEOID03.
 BE1467
 BE1467.The dynamic height is computed by dividing the NAVD 88
 BE1467.geopotential number by the normal gravity value computed on the
 BE1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1467.degrees latitude (g = 980.6199 gals.).
 BE1467
 BE1467.The modeled gravity was interpolated from observed gravity values.
 BE1467
 BE1467;                    North         East    Units  Estimated Accuracy
 BE1467;SPC FL N     -   131,400.      473,790.      MT  (+/- 180 meters Scaled)
 BE1467
 BE1467                          SUPERSEDED SURVEY CONTROL
 BE1467
 BE1467.No superseded survey control is available for this station.
 BE1467
 BE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU145392(NAD 83)
 BE1467_MARKER: DD = SURVEY DISK
 BE1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1467_SP_SET: SIDEWALKD
 BE1467_STAMPING: 46 76 B21 RM NO 2
 BE1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1467
 BE1467  HISTORY     - Date     Condition        Report By
 BE1467  HISTORY     - 1976     MONUMENTED       FLDT
 BE1467  HISTORY     - 1977     GOOD             FLDT
 BE1467
 BE1467                          STATION DESCRIPTION
 BE1467
 BE1467'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1467'5.6 MI SE FROM PANAMA CITY BEACH.
 BE1467'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1467'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1467'ROUTE 98 FOR ABOUT 5.6 MILES TO THE KRASEL MOTEL AND REFERENCE MARK.
 BE1467'WHICH IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE SIDEWALK. IT
 BE1467'IS 30.5 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98, 19.0 FEET
 BE1467'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE MOTEL OFFICE BUILDING
 BE1467'AND 7.0 FEET NORTHEAST OF A FIRE HYDRANT.  SECTION 36, T 3S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1509 ***********************************************************************
 BE1509  DESIGNATION -  46 76 B22
 BE1509  PID         -  BE1509
 BE1509  STATE/COUNTY-  FL/BAY
 BE1509  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1509
 BE1509                         *CURRENT SURVEY CONTROL
 BE1509  ___________________________________________________________________
 BE1509* NAD 83(1990)-  30 10 39.77516(N)    085 48 18.79976(W)     ADJUSTED  
 BE1509* NAVD 88     -         3.565  (meters)      11.70   (feet)  ADJUSTED  
 BE1509  ___________________________________________________________________
 BE1509  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BE1509  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1509  DYNAMIC HT  -           3.561 (meters)      11.68  (feet)  COMP
 BE1509  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 BE1509
 BE1509  HORZ ORDER  -  SECOND
 BE1509  VERT ORDER  -  SECOND    CLASS II
 BE1509
 BE1509.The horizontal coordinates were established by classical geodetic methods
 BE1509.and adjusted by the National Geodetic Survey in May 1991..
 BE1509
 BE1509.The orthometric height was determined by differential leveling
 BE1509.and adjusted by the National Geodetic Survey in June 1991..
 BE1509
 BE1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1509
 BE1509.The geoid height was determined by GEOID03.
 BE1509
 BE1509.The dynamic height is computed by dividing the NAVD 88
 BE1509.geopotential number by the normal gravity value computed on the
 BE1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1509.degrees latitude (g = 980.6199 gals.).
 BE1509
 BE1509.The modeled gravity was interpolated from observed gravity values.
 BE1509
 BE1509;                    North         East     Units Scale Factor Converg.
 BE1509;SPC FL N     -   131,266.174   474,298.190   MT  0.99994845   -0 39 21.3
 BE1509;SPC FL N     -   430,662.44  1,556,093.31   sFT  0.99994845   -0 39 21.3
 BE1509;UTM  16      - 3,339,080.874   615,031.839   MT  0.99976325   +0 36 02.4
 BE1509
 BE1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1509!SPC FL N     -   1.00000378  x   0.99994845  =   0.99995223
 BE1509!UTM  16      -   1.00000378  x   0.99976325  =   0.99976703
 BE1509
 BE1509|---------------------------------------------------------------------|
 BE1509| PID    Reference Object                     Distance      Geod. Az  |
 BE1509|                                                           dddmmss.s |
 BE1509| BE1389 46 76 B22 RM 1                       13.706 METERS 02852     |
 BE1509| BE1468 46 76 B22 RM 2                       17.670 METERS 16311     |
 BE1509| BE1510 46 76 B23                           152.912 METERS 18513     |
 BE1509| BE1508 46 76 B21                           APPROX. 0.5 KM 2853507.1 |
 BE1509| BE3712 LONG BEACH RESORT WATER TANK        336.062 METERS 29925     |
 BE1509|---------------------------------------------------------------------|
 BE1509
 BE1509                          SUPERSEDED SURVEY CONTROL
 BE1509
 BE1509  NAD 83(1986)-  30 10 39.78500(N)    085 48 18.80959(W) AD(       ) 2
 BE1509  NAD 27      -  30 10 39.04867(N)    085 48 19.04838(W) AD(       ) 2
 BE1509  NGVD 29 (07/19/86)    3.69   (m)           12.1    (f) LEVELING    3  
 BE1509
 BE1509.Superseded values are not recommended for survey control.
 BE1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1509.See file dsdata.txt to determine how the superseded data were derived.
 BE1509
 BE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1503239081(NAD 83)
 BE1509_MARKER: DD = SURVEY DISK
 BE1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1509_STAMPING: 46 76 B22
 BE1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1509+STABILITY: SURFACE MOTION
 BE1509
 BE1509  HISTORY     - Date     Condition        Report By
 BE1509  HISTORY     - 1976     MONUMENTED       FLDT
 BE1509  HISTORY     - 1977     GOOD             FLDT
 BE1509
 BE1509                          STATION DESCRIPTION
 BE1509
 BE1509'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1509'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1509'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND ABOUT 4-1/2 MILES
 BE1509'NORTHWEST OF ST. ANDREWS STATE PARK, IN THE SOUTHEAST QUADRANT OF
 BE1509'THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 745.
 BE1509'
 BE1509'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1509'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1509'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1509'6.0 MILES TO THE INTERSECTION OF STATE ROUTE 745 AND STATION ON
 BE1509'THE RIGHT.
 BE1509'
 BE1509'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1509'BRASS DISK, STAMPED 46 76 B22, SET IN THE TOP OF A ROUND CONCRETE
 BE1509'MONUMENT FLUSH WITH THE GROUND.  IT IS 24.0 FEET EAST OF CENTER OF
 BE1509'STATE ROUTE 745, 30.0 FEET WEST OF WEST FACE OF BUILDING, 40.7
 BE1509'FEET SOUTHWEST OF NORTHWEST CORNER OF BRICK BUILDING (WADES
 BE1509'GROCERY) AND 79.8 FEET SOUTH OF CENTER OF U.S. ROUTE 98.
 BE1509'
 BE1509'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1509'TRANSPORTATION BRASS DISK, STAMPED 46 76 B22 RM NO1, SET IN A
 BE1509'DRILL HOLE FLUSH WITH THE TOP OF A CONCRETE WALK.  IT IS 2.8 FEET
 BE1509'SOUTH OF A CONCRETE POWERLINE POLE, 15.0 FEET NORTHWEST OF
 BE1509'NORTHWEST CORNER OF BRICK BUILDING (WADES GROCERY), 39.6 FEET
 BE1509'SOUTH OF CENTER OF U.S. ROUTE 98 AND 46.1 FEET EAST OF CENTER OF
 BE1509'STATE ROUTE 745.
 BE1509'
 BE1509'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1509'TRANSPORTATION BRASS DISK, STAMPED 46 76 B22 RM NO2, SET IN THE
 BE1509'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1509'GROUND.  IT IS 1.4 FEET WEST OF A METAL WITNESS POST, 3.3 FEET
 BE1509'SOUTH OF A POWERLINE POLE, 7.1 FEET SOUTH-SOUTHWEST OF A
 BE1509'TELEPHONE JUNCTION BOX, 28.7 FEET SOUTHWEST OF SOUTHWEST CORNER
 BE1509'OF BRICK BUILDING (WADES GROCERY) AND 40.6 FEET EAST OF
 BE1509'CENTER OF STATE ROUTE 745.
 BE1509
 BE1509                          STATION RECOVERY (1977)
 BE1509
 BE1509'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1509'5.95 MI SE FROM PANAMA CITY BEACH.
 BE1509'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1509'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1509'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745
 BE1509'AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BE1509'FLUSH WITH THE GROUND.  IT IS 79.8 FEET SOUTH OF CENTER OF U. S. ROUTE
 BE1509'98, 40.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING
 BE1509'WADES GROCERY, 30.0 FEET WEST OF THE WEST FACE OF THE BRICK BUILDING
 BE1509'AND 24.0 FEET EAST OF CENTER OF STATE ROUTE 745. SECTION 1, T4S, R
 BE1509'16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1389 ***********************************************************************
 BE1389  DESIGNATION -  46 76 B22 RM 1
 BE1389  PID         -  BE1389
 BE1389  STATE/COUNTY-  FL/BAY
 BE1389  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1389
 BE1389                         *CURRENT SURVEY CONTROL
 BE1389  ___________________________________________________________________
 BE1389* NAD 83(1986)-  30 10 40.     (N)    085 48 19.     (W)     SCALED    
 BE1389* NAVD 88     -         3.980  (meters)      13.06   (feet)  ADJUSTED  
 BE1389  ___________________________________________________________________
 BE1389  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1389  DYNAMIC HT  -           3.975 (meters)      13.04  (feet)  COMP
 BE1389  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 BE1389
 BE1389  VERT ORDER  -  SECOND    CLASS II
 BE1389
 BE1389.The horizontal coordinates were scaled from a topographic map and have
 BE1389.an estimated accuracy of +/- 6 seconds.
 BE1389
 BE1389.The orthometric height was determined by differential leveling
 BE1389.and adjusted by the National Geodetic Survey in June 1991..
 BE1389
 BE1389.The geoid height was determined by GEOID03.
 BE1389
 BE1389.The dynamic height is computed by dividing the NAVD 88
 BE1389.geopotential number by the normal gravity value computed on the
 BE1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1389.degrees latitude (g = 980.6199 gals.).
 BE1389
 BE1389.The modeled gravity was interpolated from observed gravity values.
 BE1389
 BE1389;                    North         East    Units  Estimated Accuracy
 BE1389;SPC FL N     -   131,270.      474,290.      MT  (+/- 180 meters Scaled)
 BE1389
 BE1389                          SUPERSEDED SURVEY CONTROL
 BE1389
 BE1389.No superseded survey control is available for this station.
 BE1389
 BE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU150390(NAD 83)
 BE1389_MARKER: DD = SURVEY DISK
 BE1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1389_SP_SET: SIDEWALK
 BE1389_STAMPING: 46 76 B22 RM N01
 BE1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1389
 BE1389  HISTORY     - Date     Condition        Report By
 BE1389  HISTORY     - 1976     MONUMENTED       FLDT
 BE1389  HISTORY     - 1977     GOOD             FLDT
 BE1389
 BE1389                          STATION DESCRIPTION
 BE1389
 BE1389'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1389'5.95 MI SE FROM PANAMA CITY BEACH.
 BE1389'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1389'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1389'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745
 BE1389'AND REFERENCE MARK.  WHICH IS SET IN A DRILL HOLE IN THE TOP OF A
 BE1389'CONCRETE SIDEWALK.  IT IS 46.1 FEET EAST OF CENTER OF STATE ROUTE 745,
 BE1389'39.6 FEET SOUTH OF CENTER OF U. S. ROUTE 98, 15.0 FEET NORTHWEST OF
 BE1389'THE NORTHWEST CORNER OF A BRICK BUILDING WADES GROCERY AND 2.8 FEET
 BE1389'SOUTH OF A CONCRETE POWER POLE.  SECTION 1, T 4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1468 ***********************************************************************
 BE1468  DESIGNATION -  46 76 B22 RM 2
 BE1468  PID         -  BE1468
 BE1468  STATE/COUNTY-  FL/BAY
 BE1468  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1468
 BE1468                         *CURRENT SURVEY CONTROL
 BE1468  ___________________________________________________________________
 BE1468* NAD 83(1986)-  30 10 40.     (N)    085 48 19.     (W)     SCALED    
 BE1468* NAVD 88     -         3.588  (meters)      11.77   (feet)  ADJUSTED  
 BE1468  ___________________________________________________________________
 BE1468  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1468  DYNAMIC HT  -           3.583 (meters)      11.76  (feet)  COMP
 BE1468  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 BE1468
 BE1468  VERT ORDER  -  SECOND    CLASS II
 BE1468
 BE1468.The horizontal coordinates were scaled from a topographic map and have
 BE1468.an estimated accuracy of +/- 6 seconds.
 BE1468
 BE1468.The orthometric height was determined by differential leveling
 BE1468.and adjusted by the National Geodetic Survey in June 1991..
 BE1468
 BE1468.The geoid height was determined by GEOID03.
 BE1468
 BE1468.The dynamic height is computed by dividing the NAVD 88
 BE1468.geopotential number by the normal gravity value computed on the
 BE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1468.degrees latitude (g = 980.6199 gals.).
 BE1468
 BE1468.The modeled gravity was interpolated from observed gravity values.
 BE1468
 BE1468;                    North         East    Units  Estimated Accuracy
 BE1468;SPC FL N     -   131,270.      474,290.      MT  (+/- 180 meters Scaled)
 BE1468
 BE1468                          SUPERSEDED SURVEY CONTROL
 BE1468
 BE1468.No superseded survey control is available for this station.
 BE1468
 BE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU150390(NAD 83)
 BE1468_MARKER: DD = SURVEY DISK
 BE1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1468_STAMPING: 46 76 B22 RM NO2
 BE1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1468+STABILITY: SURFACE MOTION
 BE1468
 BE1468  HISTORY     - Date     Condition        Report By
 BE1468  HISTORY     - 1976     MONUMENTED       FLDT
 BE1468  HISTORY     - 1977     GOOD             FLDT
 BE1468
 BE1468                          STATION DESCRIPTION
 BE1468
 BE1468'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1468'5.95 MI SE FROM PANAMA CITY BEACH.
 BE1468'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1468'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1468'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745
 BE1468'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1468'SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 40.6 FEET EAST
 BE1468'OF CENTER OF STATE ROUTE 745, 28.7 FEET SOUTHWEST OF THE SOUTHWEST
 BE1468'CORNER OF A BRICK BUILDING WADES GROCERY, 7.1 FEET SOUTH-SOUTHWEST OF
 BE1468'A TELEPHONE JUNCTION BOX, 3.3 FEET SOUTHWEST OF A POWER POLE AND 1.4
 BE1468'FEET WEST OF A METAL WITNESS POST.  SECTION 1, T4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1510 ***********************************************************************
 BE1510  DESIGNATION -  46 76 B23
 BE1510  PID         -  BE1510
 BE1510  STATE/COUNTY-  FL/BAY
 BE1510  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1510
 BE1510                         *CURRENT SURVEY CONTROL
 BE1510  ___________________________________________________________________
 BE1510* NAD 83(1990)-  30 10 34.82992(N)    085 48 19.31895(W)     ADJUSTED  
 BE1510* NAVD 88     -         3.312  (meters)      10.87   (feet)  ADJUSTED  
 BE1510  ___________________________________________________________________
 BE1510  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BE1510  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1510  DYNAMIC HT  -           3.307 (meters)      10.85  (feet)  COMP
 BE1510  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BE1510
 BE1510  HORZ ORDER  -  SECOND
 BE1510  VERT ORDER  -  SECOND    CLASS II
 BE1510
 BE1510.The horizontal coordinates were established by classical geodetic methods
 BE1510.and adjusted by the National Geodetic Survey in May 1991..
 BE1510
 BE1510.The orthometric height was determined by differential leveling
 BE1510.and adjusted by the National Geodetic Survey in June 1991..
 BE1510
 BE1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1510
 BE1510.The geoid height was determined by GEOID03.
 BE1510
 BE1510.The dynamic height is computed by dividing the NAVD 88
 BE1510.geopotential number by the normal gravity value computed on the
 BE1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1510.degrees latitude (g = 980.6199 gals.).
 BE1510
 BE1510.The modeled gravity was interpolated from observed gravity values.
 BE1510
 BE1510;                    North         East     Units Scale Factor Converg.
 BE1510;SPC FL N     -   131,114.071   474,282.558   MT  0.99994845   -0 39 21.5
 BE1510;SPC FL N     -   430,163.41  1,556,042.03   sFT  0.99994845   -0 39 21.5
 BE1510;UTM  16      - 3,338,928.494   615,019.548   MT  0.99976321   +0 36 02.0
 BE1510
 BE1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1510!SPC FL N     -   1.00000382  x   0.99994845  =   0.99995227
 BE1510!UTM  16      -   1.00000382  x   0.99976321  =   0.99976703
 BE1510
 BE1510|---------------------------------------------------------------------|
 BE1510| PID    Reference Object                     Distance      Geod. Az  |
 BE1510|                                                           dddmmss.s |
 BE1510| BE1509 46 76 B22                           152.912 METERS 00513     |
 BE1510| BE1390 46 76 B23 RM 1                       19.112 METERS 10411     |
 BE1510| BE1511 46 76 B24                           230.470 METERS 11739     |
 BE1510| BE1469 46 76 B23 RM 2                       12.746 METERS 19327     |
 BE1510|---------------------------------------------------------------------|
 BE1510
 BE1510                          SUPERSEDED SURVEY CONTROL
 BE1510
 BE1510  NAD 83(1986)-  30 10 34.83974(N)    085 48 19.32879(W) AD(       ) 2
 BE1510  NAD 27      -  30 10 34.10317(N)    085 48 19.56761(W) AD(       ) 2
 BE1510  NGVD 29 (07/19/86)    3.44   (m)           11.3    (f) LEVELING    3  
 BE1510
 BE1510.Superseded values are not recommended for survey control.
 BE1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1510.See file dsdata.txt to determine how the superseded data were derived.
 BE1510
 BE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1502038928(NAD 83)
 BE1510_MARKER: DD = SURVEY DISK
 BE1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1510_STAMPING: 46 76 B23
 BE1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1510+STABILITY: SURFACE MOTION
 BE1510
 BE1510  HISTORY     - Date     Condition        Report By
 BE1510  HISTORY     - 1976     MONUMENTED       FLDT
 BE1510  HISTORY     - 1977     GOOD             FLDT
 BE1510
 BE1510                          STATION DESCRIPTION
 BE1510
 BE1510'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1510'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1510'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND 4-1/2 MILES NORTHWEST OF
 BE1510'ST. ANDREWS STATE PARK, AT THE INTERSECTION OF BEACH BOULEVARD
 BE1510'AND STATE ROUTE 745.
 BE1510'
 BE1510'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1510'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1510'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1510'6.0 MILES TO THE INTERSECTION OF STATE ROUTE 745.  TURN RIGHT AND
 BE1510'GO SOUTH ON STATE ROUTE 745 FOR 0.1 MILE AND STATION ON THE
 BE1510'RIGHT.
 BE1510'
 BE1510'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1510'BRASS DISK, STAMPED 46 76 B23, SET IN THE TOP OF A ROUND CONCRETE
 BE1510'MONUMENT FLUSH WITH THE GROUND.  IT IS 20.7 FEET WEST OF CENTER
 BE1510'OF BEACH BOULEVARD, 37.7 FEET NORTH-NORTHWEST OF A UTILITY POLE
 BE1510'AND 45.9 FEET SOUTHWEST OF CENTER OF INTERSECTION OF BEACH
 BE1510'BOULEVARD AND STATE ROUTE 745.
 BE1510'
 BE1510'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1510'TRANSPORTATION BRASS DISK, STAMPED 46 76 B23 RM NO1, SET IN THE
 BE1510'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1510'IS 1.7 FEET WEST OF A METAL WITNESS POST, 26.0 FEET SOUTH OF
 BE1510'CENTER OF STATE ROUTE 745 AND 40.3 FEET EAST OF CENTER OF BEACH
 BE1510'BOULEVARD.
 BE1510'
 BE1510'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1510'TRANSPORTATION BRASS DISK, STAMPED 46 76 B23 RM NO2, SET IN THE
 BE1510'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE
 BE1510'GROUND.  IT IS 1.1 FEET NORTH OF A METAL WITNESS POST, 13.0 FEET
 BE1510'WEST-SOUTHWEST OF A UTILITY POLE AND 30.5 FEET WEST OF CENTER OF
 BE1510'BEACH BOULEVARD.
 BE1510
 BE1510                          STATION RECOVERY (1977)
 BE1510
 BE1510'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1510'6.05 MI SE FROM PANAMA CITY BEACH.
 BE1510'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1510'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1510'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1510'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.1 MILE
 BE1510'AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BE1510'FLUSH WITH THE GROUND.  IT IS 45.9 FEET SOUTHWEST OF CENTER OF THE
 BE1510'JUNCTION OF STATE ROUTE 745 AND BEACH BOULEVARD, 37.7 FEET
 BE1510'NORTH-NORTHWEST OF A UTILITY POLE AND 20.7 FEET WEST OF CENTER OF
 BE1510'BEACH BOULEVARD.  SECTION 1, T 4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1390 ***********************************************************************
 BE1390  DESIGNATION -  46 76 B23 RM 1
 BE1390  PID         -  BE1390
 BE1390  STATE/COUNTY-  FL/BAY
 BE1390  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1390
 BE1390                         *CURRENT SURVEY CONTROL
 BE1390  ___________________________________________________________________
 BE1390* NAD 83(1986)-  30 10 35.     (N)    085 48 19.     (W)     SCALED    
 BE1390* NAVD 88     -         3.552  (meters)      11.65   (feet)  ADJUSTED  
 BE1390  ___________________________________________________________________
 BE1390  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1390  DYNAMIC HT  -           3.548 (meters)      11.64  (feet)  COMP
 BE1390  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BE1390
 BE1390  VERT ORDER  -  SECOND    CLASS II
 BE1390
 BE1390.The horizontal coordinates were scaled from a topographic map and have
 BE1390.an estimated accuracy of +/- 6 seconds.
 BE1390
 BE1390.The orthometric height was determined by differential leveling
 BE1390.and adjusted by the National Geodetic Survey in June 1991..
 BE1390
 BE1390.The geoid height was determined by GEOID03.
 BE1390
 BE1390.The dynamic height is computed by dividing the NAVD 88
 BE1390.geopotential number by the normal gravity value computed on the
 BE1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1390.degrees latitude (g = 980.6199 gals.).
 BE1390
 BE1390.The modeled gravity was interpolated from observed gravity values.
 BE1390
 BE1390;                    North         East    Units  Estimated Accuracy
 BE1390;SPC FL N     -   131,120.      474,290.      MT  (+/- 180 meters Scaled)
 BE1390
 BE1390                          SUPERSEDED SURVEY CONTROL
 BE1390
 BE1390.No superseded survey control is available for this station.
 BE1390
 BE1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU150389(NAD 83)
 BE1390_MARKER: DD = SURVEY DISK
 BE1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1390_STAMPING: 46 76 B23 RM N01
 BE1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1390+STABILITY: SURFACE MOTION
 BE1390
 BE1390  HISTORY     - Date     Condition        Report By
 BE1390  HISTORY     - 1976     MONUMENTED       FLDT
 BE1390  HISTORY     - 1977     GOOD             FLDT
 BE1390
 BE1390                          STATION DESCRIPTION
 BE1390
 BE1390'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1390'6.05 MI SE FROM PANAMA CITY BEACH.
 BE1390'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1390'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH. GO SOUTHEAST ON U.
 BE1390'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1390'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.1 MILE
 BE1390'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1390'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 40.3 FEET EAST
 BE1390'OF CENTER OF BEACH BOULEVARD, 26.0 FEET SOUTH OF CENTER OF STATE ROUTE
 BE1390'745 AND 1.7 FEET WEST OF A METAL WITNESS POST.  SECTION 1, T4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1469 ***********************************************************************
 BE1469  DESIGNATION -  46 76 B23 RM 2
 BE1469  PID         -  BE1469
 BE1469  STATE/COUNTY-  FL/BAY
 BE1469  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1469
 BE1469                         *CURRENT SURVEY CONTROL
 BE1469  ___________________________________________________________________
 BE1469* NAD 83(1986)-  30 10 35.     (N)    085 48 19.     (W)     SCALED    
 BE1469* NAVD 88     -         3.409  (meters)      11.18   (feet)  ADJUSTED  
 BE1469  ___________________________________________________________________
 BE1469  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1469  DYNAMIC HT  -           3.404 (meters)      11.17  (feet)  COMP
 BE1469  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BE1469
 BE1469  VERT ORDER  -  SECOND    CLASS II
 BE1469
 BE1469.The horizontal coordinates were scaled from a topographic map and have
 BE1469.an estimated accuracy of +/- 6 seconds.
 BE1469
 BE1469.The orthometric height was determined by differential leveling
 BE1469.and adjusted by the National Geodetic Survey in June 1991..
 BE1469
 BE1469.The geoid height was determined by GEOID03.
 BE1469
 BE1469.The dynamic height is computed by dividing the NAVD 88
 BE1469.geopotential number by the normal gravity value computed on the
 BE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1469.degrees latitude (g = 980.6199 gals.).
 BE1469
 BE1469.The modeled gravity was interpolated from observed gravity values.
 BE1469
 BE1469;                    North         East    Units  Estimated Accuracy
 BE1469;SPC FL N     -   131,120.      474,290.      MT  (+/- 180 meters Scaled)
 BE1469
 BE1469                          SUPERSEDED SURVEY CONTROL
 BE1469
 BE1469.No superseded survey control is available for this station.
 BE1469
 BE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU150389(NAD 83)
 BE1469_MARKER: DD = SURVEY DISK
 BE1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1469_STAMPING: 46 76 B23 RM N02
 BE1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1469+STABILITY: SURFACE MOTION
 BE1469
 BE1469  HISTORY     - Date     Condition        Report By
 BE1469  HISTORY     - 1976     MONUMENTED       FLDT
 BE1469  HISTORY     - 1977     GOOD             FLDT
 BE1469
 BE1469                          STATION DESCRIPTION
 BE1469
 BE1469'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1469'6.05 MI SE FROM PANAMA CITY BEACH.
 BE1469'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1469'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1469'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1469'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.1 MILE
 BE1469'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1469'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 30.5 FEET WEST
 BE1469'OF CENTER OF BEACH BOULEVARD, 13.0 FEET WEST-SOUTHWEST OF A UTILITY
 BE1469'POLE AND 1.1 FEET NORTH OF A METAL WITNESS POST.  SECTION 1, T4S, R
 BE1469'16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1511 ***********************************************************************
 BE1511  DESIGNATION -  46 76 B24
 BE1511  PID         -  BE1511
 BE1511  STATE/COUNTY-  FL/BAY
 BE1511  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1511
 BE1511                         *CURRENT SURVEY CONTROL
 BE1511  ___________________________________________________________________
 BE1511* NAD 83(1990)-  30 10 31.35683(N)    085 48 11.68827(W)     ADJUSTED  
 BE1511* NAVD 88     -         3.879  (meters)      12.73   (feet)  ADJUSTED  
 BE1511  ___________________________________________________________________
 BE1511  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BE1511  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1511  DYNAMIC HT  -           3.874 (meters)      12.71  (feet)  COMP
 BE1511  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 BE1511
 BE1511  HORZ ORDER  -  SECOND
 BE1511  VERT ORDER  -  SECOND    CLASS II
 BE1511
 BE1511.The horizontal coordinates were established by classical geodetic methods
 BE1511.and adjusted by the National Geodetic Survey in May 1991..
 BE1511
 BE1511.The orthometric height was determined by differential leveling
 BE1511.and adjusted by the National Geodetic Survey in June 1991..
 BE1511
 BE1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1511
 BE1511.The geoid height was determined by GEOID03.
 BE1511
 BE1511.The dynamic height is computed by dividing the NAVD 88
 BE1511.geopotential number by the normal gravity value computed on the
 BE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1511.degrees latitude (g = 980.6199 gals.).
 BE1511
 BE1511.The modeled gravity was interpolated from observed gravity values.
 BE1511
 BE1511;                    North         East     Units Scale Factor Converg.
 BE1511;SPC FL N     -   131,004.801   474,485.465   MT  0.99994844   -0 39 17.7
 BE1511;SPC FL N     -   429,804.92  1,556,707.73   sFT  0.99994844   -0 39 17.7
 BE1511;UTM  16      - 3,338,823.719   615,224.765   MT  0.99976380   +0 36 05.8
 BE1511
 BE1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1511!SPC FL N     -   1.00000373  x   0.99994844  =   0.99995217
 BE1511!UTM  16      -   1.00000373  x   0.99976380  =   0.99976753
 BE1511
 BE1511|---------------------------------------------------------------------|
 BE1511| PID    Reference Object                     Distance      Geod. Az  |
 BE1511|                                                           dddmmss.s |
 BE1511| BE1329 LONG                                267.443 METERS 00321     |
 BE1511| BE1512 46 76 B25                           406.320 METERS 1234910.4 |
 BE1511| BE1391 46 76 B24 RM 1                       13.620 METERS 19638     |
 BE1511| BE1510 46 76 B23                           230.470 METERS 29739     |
 BE1511| BE1470 46 76 B24 RM 2                       14.938 METERS 30611     |
 BE1511|---------------------------------------------------------------------|
 BE1511
 BE1511                          SUPERSEDED SURVEY CONTROL
 BE1511
 BE1511  NAD 83(1986)-  30 10 31.36660(N)    085 48 11.69801(W) AD(       ) 2
 BE1511  NAD 27      -  30 10 30.62992(N)    085 48 11.93705(W) AD(       ) 2
 BE1511  NGVD 29 (07/19/86)    4.01   (m)           13.2    (f) LEVELING    3  
 BE1511
 BE1511.Superseded values are not recommended for survey control.
 BE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1511.See file dsdata.txt to determine how the superseded data were derived.
 BE1511
 BE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1522538824(NAD 83)
 BE1511_MARKER: DD = SURVEY DISK
 BE1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1511_STAMPING: 46 76 B24
 BE1511_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1511+STABILITY: SURFACE MOTION
 BE1511
 BE1511  HISTORY     - Date     Condition        Report By
 BE1511  HISTORY     - 1976     MONUMENTED       FLDT
 BE1511  HISTORY     - 1977     GOOD             FLDT
 BE1511  HISTORY     - 1980     GOOD             NOS
 BE1511
 BE1511                          STATION DESCRIPTION
 BE1511
 BE1511'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1511'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1511'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND ABOUT 4-1/2 MILES
 BE1511'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1511'STATE ROUTE 745 (THOMAS DRIVE).
 BE1511'
 BE1511'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1511'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1511'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1511'6.0 MILES TO THE INTERSECTION FOR STATE ROUTE 745.  TURN RIGHT
 BE1511'AND GO SOUTHEASTERLY ON STATE ROUTE 745 FOR 0.25 MILE AND STATION
 BE1511'ON THE LEFT.
 BE1511'
 BE1511'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1511'BRASS DISK, STAMPED 46 76 B24, SET IN THE TOP OF A ROUND CONCRETE
 BE1511'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 4.6 FEET SOUTHWEST OF
 BE1511'A METAL WITNESS POST, 5.0 FEET SOUTHWEST OF THE SOUTHWEST FACE OF
 BE1511'A BLOCK WALL, 16.5 FEET NORTHEAST OF CENTER OF STATE ROUTE 745
 BE1511'AND 51.2 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 BE1511'HOUSE.
 BE1511'
 BE1511'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1511'TRANSPORTATION BRASS DISK, STAMPED 46 76 B24 RM NO1, SET IN THE
 BE1511'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1511'GROUND.  IT IS 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 1.5
 BE1511'FEET NORTHEAST OF THE NORTHEAST FACE OF CONCRETE CURB AND 26.8
 BE1511'FEET SOUTHWEST OF CENTER OF STATE ROUTE 745.
 BE1511'
 BE1511'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1511'TRANSPORTATION BRASS DISK, STAMPED 46 76 B24 RM NO2, SET IN THE
 BE1511'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1511'GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 1.7
 BE1511'FEET SOUTHWEST OF THE SOUTHWEST FACE OF A BLOCK WALL, 20.0 FEET
 BE1511'NORTHEAST OF STATE ROUTE 745 AND 46.7 FEET SOUTHEAST OF A
 BE1511'POWERLINE POLE WITH A STREET LIGHT.
 BE1511
 BE1511                          STATION RECOVERY (1977)
 BE1511
 BE1511'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1511'6.15 MI SE FROM PANAMA CITY BEACH.
 BE1511'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1511'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH. GO SOUTHEAST ON U.
 BE1511'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1511'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.2 MILE
 BE1511'AND STATION.  WHICH IS 51.2 FEET WEST OF THE SOUTHWEST CORNER OF A
 BE1511'CONCRETE BLOCK HOUSE, 16.5 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1511'745, 5.0 FEET SOUTHWEST OF THE SOUTHWEST FACE OF A CONCRETE BLOCK
 BE1511'SHRUBBERY WALL AND 4.6 FEET SOUTHWEST OF A METAL WITNESS POST. SET IN
 BE1511'THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND. SECTION 1,
 BE1511'T4S, R16W.
 BE1511
 BE1511                          STATION RECOVERY (1980)
 BE1511
 BE1511'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1511'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1511'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1391 ***********************************************************************
 BE1391  DESIGNATION -  46 76 B24 RM 1
 BE1391  PID         -  BE1391
 BE1391  STATE/COUNTY-  FL/BAY
 BE1391  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1391
 BE1391                         *CURRENT SURVEY CONTROL
 BE1391  ___________________________________________________________________
 BE1391* NAD 83(1986)-  30 10 31.     (N)    085 48 11.     (W)     SCALED    
 BE1391* NAVD 88     -         3.941  (meters)      12.93   (feet)  ADJUSTED  
 BE1391  ___________________________________________________________________
 BE1391  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1391  DYNAMIC HT  -           3.935 (meters)      12.91  (feet)  COMP
 BE1391  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 BE1391
 BE1391  VERT ORDER  -  SECOND    CLASS II
 BE1391
 BE1391.The horizontal coordinates were scaled from a topographic map and have
 BE1391.an estimated accuracy of +/- 6 seconds.
 BE1391
 BE1391.The orthometric height was determined by differential leveling
 BE1391.and adjusted by the National Geodetic Survey in June 1991..
 BE1391
 BE1391.The geoid height was determined by GEOID03.
 BE1391
 BE1391.The dynamic height is computed by dividing the NAVD 88
 BE1391.geopotential number by the normal gravity value computed on the
 BE1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1391.degrees latitude (g = 980.6199 gals.).
 BE1391
 BE1391.The modeled gravity was interpolated from observed gravity values.
 BE1391
 BE1391;                    North         East    Units  Estimated Accuracy
 BE1391;SPC FL N     -   130,990.      474,500.      MT  (+/- 180 meters Scaled)
 BE1391
 BE1391                          SUPERSEDED SURVEY CONTROL
 BE1391
 BE1391.No superseded survey control is available for this station.
 BE1391
 BE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU152388(NAD 83)
 BE1391_MARKER: DD = SURVEY DISK
 BE1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1391_STAMPING: 46 76 B24 RM N01
 BE1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1391+STABILITY: SURFACE MOTION
 BE1391
 BE1391  HISTORY     - Date     Condition        Report By
 BE1391  HISTORY     - 1976     MONUMENTED       FLDT
 BE1391  HISTORY     - 1977     GOOD             FLDT
 BE1391
 BE1391                          STATION DESCRIPTION
 BE1391
 BE1391'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1391'6.15 MI SE FROM PANAMA CITY BEACH.
 BE1391'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1391'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1391'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1391'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.2 MILE
 BE1391'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1391'SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 26.8 FEET
 BE1391'SOUTHWEST OF CENTER OF STATE ROUTE 745, 1.5 FEET NORTHEAST OF THE
 BE1391'NORTHEAST FACE OF A CONCRETE BLOCK SHRUBBERY WALL AND 1.1 FEET
 BE1391'NORTHEAST OF A METAL WITNESS POST.  SECTION 1, T 4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1470 ***********************************************************************
 BE1470  DESIGNATION -  46 76 B24 RM 2
 BE1470  PID         -  BE1470
 BE1470  STATE/COUNTY-  FL/BAY
 BE1470  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1470
 BE1470                         *CURRENT SURVEY CONTROL
 BE1470  ___________________________________________________________________
 BE1470* NAD 83(1986)-  30 10 31.     (N)    085 48 11.     (W)     SCALED    
 BE1470* NAVD 88     -         3.992  (meters)      13.10   (feet)  ADJUSTED  
 BE1470  ___________________________________________________________________
 BE1470  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1470  DYNAMIC HT  -           3.987 (meters)      13.08  (feet)  COMP
 BE1470  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 BE1470
 BE1470  VERT ORDER  -  SECOND    CLASS II
 BE1470
 BE1470.The horizontal coordinates were scaled from a topographic map and have
 BE1470.an estimated accuracy of +/- 6 seconds.
 BE1470
 BE1470.The orthometric height was determined by differential leveling
 BE1470.and adjusted by the National Geodetic Survey in June 1991..
 BE1470
 BE1470.The geoid height was determined by GEOID03.
 BE1470
 BE1470.The dynamic height is computed by dividing the NAVD 88
 BE1470.geopotential number by the normal gravity value computed on the
 BE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1470.degrees latitude (g = 980.6199 gals.).
 BE1470
 BE1470.The modeled gravity was interpolated from observed gravity values.
 BE1470
 BE1470;                    North         East    Units  Estimated Accuracy
 BE1470;SPC FL N     -   130,990.      474,500.      MT  (+/- 180 meters Scaled)
 BE1470
 BE1470                          SUPERSEDED SURVEY CONTROL
 BE1470
 BE1470.No superseded survey control is available for this station.
 BE1470
 BE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU152388(NAD 83)
 BE1470_MARKER: DD = SURVEY DISK
 BE1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1470_STAMPING: 46 76 B24 RM NO 2
 BE1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1470+STABILITY: SURFACE MOTION
 BE1470
 BE1470  HISTORY     - Date     Condition        Report By
 BE1470  HISTORY     - 1976     MONUMENTED       FLDT
 BE1470  HISTORY     - 1977     GOOD             FLDT
 BE1470
 BE1470                          STATION DESCRIPTION
 BE1470
 BE1470'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1470'6.15 MI SE FROM PANAMA CITY BEACH.
 BE1470'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1470'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1470'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1470'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.2 MILE
 BE1470'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1470'SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 46.7 FEET
 BE1470'SOUTHEAST OF A POWER POLE SUPPORTING A STREET LIGHT, 20.0 FEET
 BE1470'NORTHEAST OF CENTER OF STATE ROUTE 745, 1.7 FEET  SOUTHWEST OF THE
 BE1470'SOUTHWEST FACE OF A CONCRETE BLOCK SHRUBBERY WALL AND 1.3 FEET
 BE1470'SOUTHWEST OF A METAL WITNESS POST.  SECTION 1, T 4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1512 ***********************************************************************
 BE1512  DESIGNATION -  46 76 B25
 BE1512  PID         -  BE1512
 BE1512  STATE/COUNTY-  FL/BAY
 BE1512  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1512
 BE1512                         *CURRENT SURVEY CONTROL
 BE1512  ___________________________________________________________________
 BE1512* NAD 83(1990)-  30 10 24.01252(N)    085 47 59.07127(W)     ADJUSTED  
 BE1512* NAVD 88     -         4.753  (meters)      15.59   (feet)  ADJUSTED  
 BE1512  ___________________________________________________________________
 BE1512  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BE1512  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1512  DYNAMIC HT  -           4.747 (meters)      15.57  (feet)  COMP
 BE1512  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 BE1512
 BE1512  HORZ ORDER  -  SECOND
 BE1512  VERT ORDER  -  SECOND    CLASS II
 BE1512
 BE1512.The horizontal coordinates were established by classical geodetic methods
 BE1512.and adjusted by the National Geodetic Survey in May 1991..
 BE1512
 BE1512.The orthometric height was determined by differential leveling
 BE1512.and adjusted by the National Geodetic Survey in June 1991..
 BE1512
 BE1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1512
 BE1512.The geoid height was determined by GEOID03.
 BE1512
 BE1512.The dynamic height is computed by dividing the NAVD 88
 BE1512.geopotential number by the normal gravity value computed on the
 BE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1512.degrees latitude (g = 980.6199 gals.).
 BE1512
 BE1512.The modeled gravity was interpolated from observed gravity values.
 BE1512
 BE1512;                    North         East     Units Scale Factor Converg.
 BE1512;SPC FL N     -   130,774.820   474,820.409   MT  0.99994844   -0 39 11.4
 BE1512;SPC FL N     -   429,050.39  1,557,806.63   sFT  0.99994844   -0 39 11.4
 BE1512;UTM  16      - 3,338,601.179   615,564.609   MT  0.99976476   +0 36 12.0
 BE1512
 BE1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1512!SPC FL N     -   1.00000359  x   0.99994844  =   0.99995203
 BE1512!UTM  16      -   1.00000359  x   0.99976476  =   0.99976835
 BE1512
 BE1512|---------------------------------------------------------------------|
 BE1512| PID    Reference Object                     Distance      Geod. Az  |
 BE1512|                                                           dddmmss.s |
 BE1512| BE1471 46 76 B25 RM 2                       15.575 METERS 03353     |
 BE1512| BE1392 46 76 B25 RM 1                       27.765 METERS 28127     |
 BE1512| BE1511 46 76 B24                           406.320 METERS 3034916.8 |
 BE1512|---------------------------------------------------------------------|
 BE1512
 BE1512                          SUPERSEDED SURVEY CONTROL
 BE1512
 BE1512  NAD 83(1986)-  30 10 24.02229(N)    085 47 59.08100(W) AD(       ) 2
 BE1512  NAD 27      -  30 10 23.28581(N)    085 47 59.32089(W) AD(       ) 2
 BE1512  NGVD 29 (07/19/86)    4.88   (m)           16.0    (f) LEVELING    3  
 BE1512
 BE1512.Superseded values are not recommended for survey control.
 BE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1512.See file dsdata.txt to determine how the superseded data were derived.
 BE1512
 BE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1556538601(NAD 83)
 BE1512_MARKER: DD = SURVEY DISK
 BE1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1512_STAMPING: 46 76 B25
 BE1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1512+STABILITY: SURFACE MOTION
 BE1512
 BE1512  HISTORY     - Date     Condition        Report By
 BE1512  HISTORY     - 1976     MONUMENTED       FLDT
 BE1512  HISTORY     - 1977     GOOD             FLDT
 BE1512
 BE1512                          STATION DESCRIPTION
 BE1512
 BE1512'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1512'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1512'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND ABOUT 4-1/4 MILES
 BE1512'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF
 BE1512'STATE ROUTE 745 (THOMAS DRIVE).
 BE1512'
 BE1512'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1512'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1512'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1512'6.0 MILES TO THE INTERSECTION OF STATE ROUTE 745.  TURN RIGHT AND
 BE1512'GO SOUTHEASTERLY ON STATE ROUTE 745 FOR 0.55 MILE TO THE
 BE1512'NORTHWEST END OF HOWARD JOHNSONS MOTOR LODGE AND STATION ON THE
 BE1512'RIGHT.
 BE1512'
 BE1512'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1512'BRASS DISK, STAMPED 46 76 B25, SET IN THE TOP OF A ROUND CONCRETE
 BE1512'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 7.3 FEET NORTH OF
 BE1512'CENTER OF A MAN HOLE COVER, 18.5 FEET SOUTHWEST OF CENTER OF STATE
 BE1512'ROUTE 745 (THOMAS DRIVE) AND 55.0 FEET SOUTHEAST OF CENTER OF
 BE1512'A DRIVE TO HOWARD JOHNSONS MOTOR LODGE.
 BE1512'
 BE1512'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1512'TRANSPORTATION BRASS DISK, STAMPED 46 76 B25 RM NO 1, SET IN THE
 BE1512'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES ABOVE THE
 BE1512'GROUND.  IT IS 0.5 FOOT SOUTHWEST OF A METAL WITNESS POST, 13.4
 BE1512'FEET EAST-SOUTHEAST OF A POWERLINE POLE AND 32.3 FEET NORTHEAST
 BE1512'OF CENTER OF STATE ROUTE 745.
 BE1512'
 BE1512'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1512'TRANSPORTATION BRASS DISK, STAMPED 46 76 B25 RM NO 2, SET IN THE
 BE1512'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1512'GROUND.  IT IS 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, 1.3
 BE1512'FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK FENCE,
 BE1512'30.0 FEET NORTHWEST OF CENTER OF DRIVE TO HOWARD JOHNSONS MOTOR
 BE1512'LODGE AND 52.0 FEET SOUTHWEST OF CENTERLINE OF CENTERLINE STATE
 BE1512'ROUTE 745.
 BE1512
 BE1512                          STATION RECOVERY (1977)
 BE1512
 BE1512'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1512'6.4 MI SE FROM PANAMA CITY BEACH.
 BE1512'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1512'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1512'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1512'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.45
 BE1512'MILE TO THE HOWARD JOHNSONS MOTOR LODGE AND STATION.  WHICH IS SET IN
 BE1512'THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT IS 55.0
 BE1512'FEET SOUTHEAST OF CENTER OF THE MOTEL DRIVE, 18.5 FEET SOUTHWEST OF
 BE1512'CENTER OF STATE ROUTE 745 AND 7.3 FEET NORTH OF CENTER OF A METAL
 BE1512'MANHOLE COVER.  SECTION 1, T 4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1392 ***********************************************************************
 BE1392  DESIGNATION -  46 76 B25 RM 1
 BE1392  PID         -  BE1392
 BE1392  STATE/COUNTY-  FL/BAY
 BE1392  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1392
 BE1392                         *CURRENT SURVEY CONTROL
 BE1392  ___________________________________________________________________
 BE1392* NAD 83(1986)-  30 10 24.     (N)    085 47 59.     (W)     SCALED    
 BE1392* NAVD 88     -         4.692  (meters)      15.39   (feet)  ADJUSTED  
 BE1392  ___________________________________________________________________
 BE1392  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1392  DYNAMIC HT  -           4.686 (meters)      15.37  (feet)  COMP
 BE1392  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 BE1392
 BE1392  VERT ORDER  -  SECOND    CLASS II
 BE1392
 BE1392.The horizontal coordinates were scaled from a topographic map and have
 BE1392.an estimated accuracy of +/- 6 seconds.
 BE1392
 BE1392.The orthometric height was determined by differential leveling
 BE1392.and adjusted by the National Geodetic Survey in June 1991..
 BE1392
 BE1392.The geoid height was determined by GEOID03.
 BE1392
 BE1392.The dynamic height is computed by dividing the NAVD 88
 BE1392.geopotential number by the normal gravity value computed on the
 BE1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1392.degrees latitude (g = 980.6199 gals.).
 BE1392
 BE1392.The modeled gravity was interpolated from observed gravity values.
 BE1392
 BE1392;                    North         East    Units  Estimated Accuracy
 BE1392;SPC FL N     -   130,770.      474,820.      MT  (+/- 180 meters Scaled)
 BE1392
 BE1392                          SUPERSEDED SURVEY CONTROL
 BE1392
 BE1392.No superseded survey control is available for this station.
 BE1392
 BE1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU155386(NAD 83)
 BE1392_MARKER: DD = SURVEY DISK
 BE1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1392_STAMPING: 46 76 B25 RM N0 1
 BE1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1392+STABILITY: SURFACE MOTION
 BE1392
 BE1392  HISTORY     - Date     Condition        Report By
 BE1392  HISTORY     - 1976     MONUMENTED       FLDT
 BE1392  HISTORY     - 1977     GOOD             FLDT
 BE1392
 BE1392                          STATION DESCRIPTION
 BE1392
 BE1392'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1392'6.4 MI SE FROM PANAMA CITY BEACH.
 BE1392'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1392'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1392'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1392'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FROM ABOUT 0.45
 BE1392'MILE TO THE HOWARD JOHNSONS MOTOR LODGE AND REFERENCE MARK. WHICH IS
 BE1392'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1392'ABOVE GROUND.  IT IS 32.3 FEET NORTHEAST OF CENTER OF STATE ROUTE 745,
 BE1392'13.4 FEET EAST-SOUTHEAST OF A POWER POLE AND 0.5 FOOT SOUTHWEST OF A
 BE1392'METAL WITNESS POST.  SECTION 1, T4S, R16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1471 ***********************************************************************
 BE1471  DESIGNATION -  46 76 B25 RM 2
 BE1471  PID         -  BE1471
 BE1471  STATE/COUNTY-  FL/BAY
 BE1471  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1471
 BE1471                         *CURRENT SURVEY CONTROL
 BE1471  ___________________________________________________________________
 BE1471* NAD 83(1986)-  30 10 24.     (N)    085 47 59.     (W)     SCALED    
 BE1471* NAVD 88     -         4.515  (meters)      14.81   (feet)  ADJUSTED  
 BE1471  ___________________________________________________________________
 BE1471  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1471  DYNAMIC HT  -           4.509 (meters)      14.79  (feet)  COMP
 BE1471  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 BE1471
 BE1471  VERT ORDER  -  SECOND    CLASS II
 BE1471
 BE1471.The horizontal coordinates were scaled from a topographic map and have
 BE1471.an estimated accuracy of +/- 6 seconds.
 BE1471
 BE1471.The orthometric height was determined by differential leveling
 BE1471.and adjusted by the National Geodetic Survey in June 1991..
 BE1471
 BE1471.The geoid height was determined by GEOID03.
 BE1471
 BE1471.The dynamic height is computed by dividing the NAVD 88
 BE1471.geopotential number by the normal gravity value computed on the
 BE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1471.degrees latitude (g = 980.6199 gals.).
 BE1471
 BE1471.The modeled gravity was interpolated from observed gravity values.
 BE1471
 BE1471;                    North         East    Units  Estimated Accuracy
 BE1471;SPC FL N     -   130,770.      474,820.      MT  (+/- 180 meters Scaled)
 BE1471
 BE1471                          SUPERSEDED SURVEY CONTROL
 BE1471
 BE1471.No superseded survey control is available for this station.
 BE1471
 BE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU155386(NAD 83)
 BE1471_MARKER: DD = SURVEY DISK
 BE1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1471_STAMPING: 46 76 B25 RM N0 2
 BE1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1471+STABILITY: SURFACE MOTION
 BE1471
 BE1471  HISTORY     - Date     Condition        Report By
 BE1471  HISTORY     - 1976     MONUMENTED       FLDT
 BE1471  HISTORY     - 1977     GOOD             FLDT
 BE1471
 BE1471                          STATION DESCRIPTION
 BE1471
 BE1471'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1471'6.4 MI SE FROM PANAMA CITY BEACH.
 BE1471'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1471'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1471'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1471'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.45
 BE1471'MILE TO THE HOWARD JOHNSONS MOTOR LODGE AND REFERENCE MARK. WHICH IS
 BE1471'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1471'BELOW GROUND.  IT IS 52.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 745,
 BE1471'30.0 FEET NORTHWEST OF CENTER OF THE MOTEL DRIVE, 1.3 FEET NORTH OF
 BE1471'THE NORTHEAST CORNER OF A CONCRETE BLOCK FENCE AND 1.0 FOOT NORTHEAST
 BE1471'OF A METAL WITNESS POST.  SECTION 1, T 4S, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1513 ***********************************************************************
 BE1513  DESIGNATION -  46 76 B26
 BE1513  PID         -  BE1513
 BE1513  STATE/COUNTY-  FL/BAY
 BE1513  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1513
 BE1513                         *CURRENT SURVEY CONTROL
 BE1513  ___________________________________________________________________
 BE1513* NAD 83(1990)-  30 10 06.10557(N)    085 47 23.45090(W)     ADJUSTED  
 BE1513* NAVD 88     -         1.947  (meters)       6.39   (feet)  ADJUSTED  
 BE1513  ___________________________________________________________________
 BE1513  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BE1513  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1513  DYNAMIC HT  -           1.944 (meters)       6.38  (feet)  COMP
 BE1513  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BE1513
 BE1513  HORZ ORDER  -  SECOND
 BE1513  VERT ORDER  -  SECOND    CLASS II
 BE1513
 BE1513.The horizontal coordinates were established by classical geodetic methods
 BE1513.and adjusted by the National Geodetic Survey in May 1991..
 BE1513
 BE1513.The orthometric height was determined by differential leveling
 BE1513.and adjusted by the National Geodetic Survey in June 1991..
 BE1513
 BE1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1513
 BE1513.The geoid height was determined by GEOID03.
 BE1513
 BE1513.The dynamic height is computed by dividing the NAVD 88
 BE1513.geopotential number by the normal gravity value computed on the
 BE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1513.degrees latitude (g = 980.6199 gals.).
 BE1513
 BE1513.The modeled gravity was interpolated from observed gravity values.
 BE1513
 BE1513;                    North         East     Units Scale Factor Converg.
 BE1513;SPC FL N     -   130,212.650   475,767.085   MT  0.99994843   -0 38 53.5
 BE1513;SPC FL N     -   427,206.00  1,560,912.51   sFT  0.99994843   -0 38 53.5
 BE1513;UTM  16      - 3,338,060.001   616,523.210   MT  0.99976751   +0 36 29.6
 BE1513
 BE1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1513!SPC FL N     -   1.00000403  x   0.99994843  =   0.99995246
 BE1513!UTM  16      -   1.00000403  x   0.99976751  =   0.99977154
 BE1513
 BE1513:                Primary Azimuth Mark                     Grid Az
 BE1513:SPC FL N     -  PANAMA CITY TV STA WJHG MAST             038 36 09.4
 BE1513:UTM  16      -  PANAMA CITY TV STA WJHG MAST             037 20 46.3
 BE1513
 BE1513|---------------------------------------------------------------------|
 BE1513| PID    Reference Object                     Distance      Geod. Az  |
 BE1513|                                                           dddmmss.s |
 BE1513| BE3723 PANAMA CITY TV STA WJHG MAST        APPROX. 2.2 KM 0375715.9 |
 BE1513| BE1393 46 76 B26 RM 1                       13.493 METERS 25945     |
 BE1513| BE1472 46 76 B26 RM 2                       15.918 METERS 33729     |
 BE1513|---------------------------------------------------------------------|
 BE1513
 BE1513                          SUPERSEDED SURVEY CONTROL
 BE1513
 BE1513  NAD 83(1986)-  30 10 06.11552(N)    085 47 23.46061(W) AD(       ) 2
 BE1513  NAD 27      -  30 10 05.37975(N)    085 47 23.70255(W) AD(       ) 2
 BE1513  NGVD 29 (07/19/86)    2.08   (m)            6.8    (f) LEVELING    3  
 BE1513
 BE1513.Superseded values are not recommended for survey control.
 BE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1513.See file dsdata.txt to determine how the superseded data were derived.
 BE1513
 BE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1652338060(NAD 83)
 BE1513_MARKER: DD = SURVEY DISK
 BE1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1513_STAMPING: 46 76 B26
 BE1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1513+STABILITY: SURFACE MOTION
 BE1513
 BE1513  HISTORY     - Date     Condition        Report By
 BE1513  HISTORY     - 1976     MONUMENTED       FLDT
 BE1513  HISTORY     - 1977     GOOD             FLDT
 BE1513  HISTORY     - 1980     GOOD             NOS
 BE1513
 BE1513                          STATION DESCRIPTION
 BE1513
 BE1513'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1513'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1513'7-3/4 MILES WEST OF PANAMA CITY AND ABOUT 3-1/2 MILES NORTHWEST
 BE1513'OF ST. ANDREWS STATE PARK, IN THE NORTHWEST QUADRANT OF
 BE1513'INTERSECTION OF STATE ROUTE 392 AND STATE ROUTE C-30B.
 BE1513'
 BE1513'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1513'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1513'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98
 BE1513'FOR 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR
 BE1513'LEFT AND GO SOUTHEAST ON STATE ROUTE 392 FOR 4.9 MILES TO THE
 BE1513'INTERSECTION OF STATE ROUTE C-30B AND STATION ON THE LEFT.
 BE1513'
 BE1513'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1513'TRANSPORTATION BRASS DISK, STAMPED 46 76 B25, SET IN THE TOP OF
 BE1513'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 2.5 FEET
 BE1513'EAST OF A METAL WITNESS POST, 21.0 FEET WEST OF CENTER OF STATE
 BE1513'ROUTE C-30B AND 67.0 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1513'392 (THOMAS DRIVE).
 BE1513'
 BE1513'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1513'TRANSPORTATION BRASS DISK, STAMPED 46 76 B26 RM NO 1, SET IN
 BE1513'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 BE1513'THE GROUND.  IT IS 0.5 FOOT SOUTH OF A METAL WITNESS POST, 34.4
 BE1513'FEET NORTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND
 BE1513'64.5 FEET WEST OF CENTER OF STATE ROUTE C-30B.
 BE1513'
 BE1513'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1513'TRANSPORTATION BRASS DISK, STAMPED 46 76 B26 RM NO 2, SET IN
 BE1513'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 5 INCHES BELOW
 BE1513'THE GROUND.  IT IS 1.5 FEET EAST OF A METAL WITNESS POST, 41.0
 BE1513'FEET WEST OF CENTER OF STATE ROUTE C-30B AND 93.0 FEET
 BE1513'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE).
 BE1513
 BE1513                          STATION RECOVERY (1977)
 BE1513
 BE1513'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1513'7.1 MI SE FROM PANAMA CITY BEACH.
 BE1513'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1513'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1513'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1513'THEN SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 4.9 MILES TO THE
 BE1513'INTERSECTION OF STATE ROUTE C-30B AND STATION MARK.  WHICH IS SET IN
 BE1513'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, IN THE
 BE1513'NORTHWEST QUADRANT OF INTERSECTION.  IT IS 2.5 FEET EAST OF A METAL
 BE1513'WITNESS POST, 21.0 FEET WEST OF CENTER OF STATE ROUTE C-30B AND 67.0
 BE1513'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE).  SECTION
 BE1513'6, T 4S, R 15W.
 BE1513
 BE1513                          STATION RECOVERY (1980)
 BE1513
 BE1513'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1513'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1513'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1393 ***********************************************************************
 BE1393  DESIGNATION -  46 76 B26 RM 1
 BE1393  PID         -  BE1393
 BE1393  STATE/COUNTY-  FL/BAY
 BE1393  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1393
 BE1393                         *CURRENT SURVEY CONTROL
 BE1393  ___________________________________________________________________
 BE1393* NAD 83(1986)-  30 10 06.     (N)    085 47 23.     (W)     SCALED    
 BE1393* NAVD 88     -         1.734  (meters)       5.69   (feet)  ADJUSTED  
 BE1393  ___________________________________________________________________
 BE1393  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1393  DYNAMIC HT  -           1.732 (meters)       5.68  (feet)  COMP
 BE1393  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BE1393
 BE1393  VERT ORDER  -  SECOND    CLASS II
 BE1393
 BE1393.The horizontal coordinates were scaled from a topographic map and have
 BE1393.an estimated accuracy of +/- 6 seconds.
 BE1393
 BE1393.The orthometric height was determined by differential leveling
 BE1393.and adjusted by the National Geodetic Survey in June 1991..
 BE1393
 BE1393.The geoid height was determined by GEOID03.
 BE1393
 BE1393.The dynamic height is computed by dividing the NAVD 88
 BE1393.geopotential number by the normal gravity value computed on the
 BE1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1393.degrees latitude (g = 980.6199 gals.).
 BE1393
 BE1393.The modeled gravity was interpolated from observed gravity values.
 BE1393
 BE1393;                    North         East    Units  Estimated Accuracy
 BE1393;SPC FL N     -   130,210.      475,780.      MT  (+/- 180 meters Scaled)
 BE1393
 BE1393                          SUPERSEDED SURVEY CONTROL
 BE1393
 BE1393.No superseded survey control is available for this station.
 BE1393
 BE1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU165380(NAD 83)
 BE1393_MARKER: DD = SURVEY DISK
 BE1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1393_STAMPING: 46 76 B26 RM N0 1
 BE1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1393+STABILITY: SURFACE MOTION
 BE1393
 BE1393  HISTORY     - Date     Condition        Report By
 BE1393  HISTORY     - 1976     MONUMENTED       FLDT
 BE1393  HISTORY     - 1977     GOOD             FLDT
 BE1393
 BE1393                          STATION DESCRIPTION
 BE1393
 BE1393'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1393'7.1 MI SE FROM PANAMA CITY BEACH.
 BE1393'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1393'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1393'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1393'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 4.9 MILES TO THE
 BE1393'INTERSECTION OF STATE ROUTE C-30B AND REFERENCE MARK.  WHICH IS SET IN
 BE1393'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1393'GROUND, IN THE NORTHWEST QUADRANT OF INTERSECTION.  IT IS 0.5 FOOT
 BE1393'SOUTH OF A METAL WITNESS POST, 34.4 FEET NORTHWEST OF CENTER OF STATE
 BE1393'ROUTE 392 AND 64.5 FEET WEST OF CENTER OF STATE ROUTE C-30B.  SECTION
 BE1393'6, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1472 ***********************************************************************
 BE1472  DESIGNATION -  46 76 B26 RM 2
 BE1472  PID         -  BE1472
 BE1472  STATE/COUNTY-  FL/BAY
 BE1472  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1472
 BE1472                         *CURRENT SURVEY CONTROL
 BE1472  ___________________________________________________________________
 BE1472* NAD 83(1986)-  30 10 06.     (N)    085 47 23.     (W)     SCALED    
 BE1472* NAVD 88     -         1.614  (meters)       5.30   (feet)  ADJUSTED  
 BE1472  ___________________________________________________________________
 BE1472  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1472  DYNAMIC HT  -           1.612 (meters)       5.29  (feet)  COMP
 BE1472  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BE1472
 BE1472  VERT ORDER  -  SECOND    CLASS II
 BE1472
 BE1472.The horizontal coordinates were scaled from a topographic map and have
 BE1472.an estimated accuracy of +/- 6 seconds.
 BE1472
 BE1472.The orthometric height was determined by differential leveling
 BE1472.and adjusted by the National Geodetic Survey in June 1991..
 BE1472
 BE1472.The geoid height was determined by GEOID03.
 BE1472
 BE1472.The dynamic height is computed by dividing the NAVD 88
 BE1472.geopotential number by the normal gravity value computed on the
 BE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1472.degrees latitude (g = 980.6199 gals.).
 BE1472
 BE1472.The modeled gravity was interpolated from observed gravity values.
 BE1472
 BE1472;                    North         East    Units  Estimated Accuracy
 BE1472;SPC FL N     -   130,210.      475,780.      MT  (+/- 180 meters Scaled)
 BE1472
 BE1472                          SUPERSEDED SURVEY CONTROL
 BE1472
 BE1472.No superseded survey control is available for this station.
 BE1472
 BE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU165380(NAD 83)
 BE1472_MARKER: DD = SURVEY DISK
 BE1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1472_STAMPING: 46 76 B26 RM N0 2
 BE1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1472+STABILITY: SURFACE MOTION
 BE1472
 BE1472  HISTORY     - Date     Condition        Report By
 BE1472  HISTORY     - 1976     MONUMENTED       FLDT
 BE1472  HISTORY     - 1977     GOOD             FLDT
 BE1472
 BE1472                          STATION DESCRIPTION
 BE1472
 BE1472'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1472'7.1 MI SE FROM PANAMA CITY BEACH.
 BE1472'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1472'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1472'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1472'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 4.9 MILES TO THE
 BE1472'INTERSECTION OF STATE ROUTE C-30B AND REFERENCE MARK.  WHICH IS SET IN
 BE1472'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 5 INCHES BELOW THE
 BE1472'GROUND, IN THE NORTHWEST QUADRANT OF INTERSECTION.  IT IS 93.0 FEET
 BE1472'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE), 41.0 FEET WEST
 BE1472'OF CENTER OF STATE ROUTE C-30B AND 1.5 FEET EAST OF A METAL WITNESS
 BE1472'POST.  SECTION 6, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1514 ***********************************************************************
 BE1514  DESIGNATION -  46 76 B27
 BE1514  PID         -  BE1514
 BE1514  STATE/COUNTY-  FL/BAY
 BE1514  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1514
 BE1514                         *CURRENT SURVEY CONTROL
 BE1514  ___________________________________________________________________
 BE1514* NAD 83(1990)-  30 09 43.79553(N)    085 46 51.45988(W)     ADJUSTED  
 BE1514* NAVD 88     -         3.873  (meters)      12.71   (feet)  ADJUSTED  
 BE1514  ___________________________________________________________________
 BE1514  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BE1514  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1514  DYNAMIC HT  -           3.868 (meters)      12.69  (feet)  COMP
 BE1514  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 BE1514
 BE1514  HORZ ORDER  -  SECOND
 BE1514  VERT ORDER  -  SECOND    CLASS II
 BE1514
 BE1514.The horizontal coordinates were established by classical geodetic methods
 BE1514.and adjusted by the National Geodetic Survey in May 1991..
 BE1514
 BE1514.The orthometric height was determined by differential leveling
 BE1514.and adjusted by the National Geodetic Survey in June 1991..
 BE1514
 BE1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1514
 BE1514.The geoid height was determined by GEOID03.
 BE1514
 BE1514.The dynamic height is computed by dividing the NAVD 88
 BE1514.geopotential number by the normal gravity value computed on the
 BE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1514.degrees latitude (g = 980.6199 gals.).
 BE1514
 BE1514.The modeled gravity was interpolated from observed gravity values.
 BE1514
 BE1514;                    North         East     Units Scale Factor Converg.
 BE1514;SPC FL N     -   129,516.084   476,615.233   MT  0.99994844   -0 38 37.4
 BE1514;SPC FL N     -   424,920.69  1,563,695.14   sFT  0.99994844   -0 38 37.4
 BE1514;UTM  16      - 3,337,382.320   617,386.271   MT  0.99977000   +0 36 45.3
 BE1514
 BE1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1514!SPC FL N     -   1.00000373  x   0.99994844  =   0.99995217
 BE1514!UTM  16      -   1.00000373  x   0.99977000  =   0.99977373
 BE1514
 BE1514:                Primary Azimuth Mark                     Grid Az
 BE1514:SPC FL N     -  PANAMA CITY TV STA WJHG MAST             011 45 09.2
 BE1514:UTM  16      -  PANAMA CITY TV STA WJHG MAST             010 29 46.5
 BE1514
 BE1514|---------------------------------------------------------------------|
 BE1514| PID    Reference Object                     Distance      Geod. Az  |
 BE1514|                                                           dddmmss.s |
 BE1514| BE3723 PANAMA CITY TV STA WJHG MAST        APPROX. 2.4 KM 0110631.8 |
 BE1514| BE1394 46 76 B27 RM 1                       16.377 METERS 14729     |
 BE1514| BE1473 46 76 B27 RM 2                       13.312 METERS 28149     |
 BE1514|---------------------------------------------------------------------|
 BE1514
 BE1514                          SUPERSEDED SURVEY CONTROL
 BE1514
 BE1514  NAD 83(1986)-  30 09 43.80572(N)    085 46 51.46943(W) AD(       ) 2
 BE1514  NAD 27      -  30 09 43.07035(N)    085 46 51.71238(W) AD(       ) 2
 BE1514  NGVD 29 (07/19/86)    4.00   (m)           13.1    (f) LEVELING    3  
 BE1514
 BE1514.Superseded values are not recommended for survey control.
 BE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1514.See file dsdata.txt to determine how the superseded data were derived.
 BE1514
 BE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1738637382(NAD 83)
 BE1514_MARKER: DD = SURVEY DISK
 BE1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1514_STAMPING: 46 76 B27
 BE1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1514+STABILITY: SURFACE MOTION
 BE1514
 BE1514  HISTORY     - Date     Condition        Report By
 BE1514  HISTORY     - 1976     MONUMENTED       FLDT
 BE1514  HISTORY     - 1977     GOOD             FLDT
 BE1514  HISTORY     - 1980     GOOD             NOS
 BE1514
 BE1514                          STATION DESCRIPTION
 BE1514
 BE1514'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1514'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1514'7-1/4 MILES WEST OF PANAMA CITY AND ABOUT 3 MILES NORTHWEST OF
 BE1514'ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF STATE ROUTE
 BE1514'392 (THOMAS DRIVE) BETWEEN CHICKASAW STREET AND APPALACHEE
 BE1514'STREET.
 BE1514'
 BE1514'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1514'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1514'U.S. ROUTE 98, TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1514'2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT AND
 BE1514'GO SOUTHEAST ON STATE ROUTE 392 FOR 5.6 MILES AND STATION ON
 BE1514'THE RIGHT.
 BE1514'
 BE1514'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1514'BRASS DISK, STAMPED 46 76 B27, SET IN THE TOP OF A ROUND CONCRETE
 BE1514'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 3.0 FEET SOUTHWEST OF A
 BE1514'SPEED LIMIT SIGN POST, 25.5 FEET SOUTHWEST OF CENTER OF STATE
 BE1514'ROUTE 392 (THOMAS DRIVE) AND 142.5 FEET NORTHWEST OF CENTER OF
 BE1514'APPALACHEE STREET.
 BE1514'
 BE1514'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1514'TRANSPORTATION BRASS DISK, STAMPED 46 76 B27 RM NO 1, SET IN THE
 BE1514'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1514'IS 44.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1514'DRIVE), 48.0 FEET NORTHWEST OF A POWERLINE POLE AND 92.0 FEET
 BE1514'SOUTHWEST OF CENTER OF APPALACHEE STREET.
 BE1514'
 BE1514'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1514'TRANSPORTATION BRASS DISK, STAMPED 46 76 B27 RM NO 2, SET IN THE
 BE1514'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1514'GROUND.  IT IS 44.5 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392
 BE1514'(THOMAS DRIVE), 50.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 BE1514'COCRETE BLOCK BUILDING (FRANK SEAS MOTEL) AND 123.0 FEET
 BE1514'SOUTHEAST OF CENTER OF CHICKASAW STREET.
 BE1514
 BE1514                          STATION RECOVERY (1977)
 BE1514
 BE1514'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1514'7.8 MI SE FROM PANAMA CITY BEACH.
 BE1514'FROM THE INTERSECTION OF STATION ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1514'MILE SOUTHEAST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1514'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1514'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 5.6 MILES AND STATION
 BE1514'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH
 BE1514'BELOW THE GROUND, BETWEEN CHICKASAW STREET AND APPALACHEE STREET. IT
 BE1514'IS 142.5 FEET NORTHWEST OF CENTER OF APPALACHEE STREET, 25.5 FEET
 BE1514'SOUTHWEST OF CENTER OF STATE ROUTE 392 AND 3.0 FEET SOUTHWEST OF A
 BE1514'SPEED LIMIT SIGN POST WITH A WITNESS TAG ATTACHED. SECTION 7, T 4S, R
 BE1514'15W.
 BE1514
 BE1514                          STATION RECOVERY (1980)
 BE1514
 BE1514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1514'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1514'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1394 ***********************************************************************
 BE1394  DESIGNATION -  46 76 B27 RM 1
 BE1394  PID         -  BE1394
 BE1394  STATE/COUNTY-  FL/BAY
 BE1394  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1394
 BE1394                         *CURRENT SURVEY CONTROL
 BE1394  ___________________________________________________________________
 BE1394* NAD 83(1986)-  30 09 44.     (N)    085 46 51.     (W)     SCALED    
 BE1394* NAVD 88     -         3.642  (meters)      11.95   (feet)  ADJUSTED  
 BE1394  ___________________________________________________________________
 BE1394  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1394  DYNAMIC HT  -           3.637 (meters)      11.93  (feet)  COMP
 BE1394  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 BE1394
 BE1394  VERT ORDER  -  SECOND    CLASS II
 BE1394
 BE1394.The horizontal coordinates were scaled from a topographic map and have
 BE1394.an estimated accuracy of +/- 6 seconds.
 BE1394
 BE1394.The orthometric height was determined by differential leveling
 BE1394.and adjusted by the National Geodetic Survey in June 1991..
 BE1394
 BE1394.The geoid height was determined by GEOID03.
 BE1394
 BE1394.The dynamic height is computed by dividing the NAVD 88
 BE1394.geopotential number by the normal gravity value computed on the
 BE1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1394.degrees latitude (g = 980.6199 gals.).
 BE1394
 BE1394.The modeled gravity was interpolated from observed gravity values.
 BE1394
 BE1394;                    North         East    Units  Estimated Accuracy
 BE1394;SPC FL N     -   129,520.      476,630.      MT  (+/- 180 meters Scaled)
 BE1394
 BE1394                          SUPERSEDED SURVEY CONTROL
 BE1394
 BE1394.No superseded survey control is available for this station.
 BE1394
 BE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU173373(NAD 83)
 BE1394_MARKER: DD = SURVEY DISK
 BE1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1394_STAMPING: 46 76 B27 RM NO 1
 BE1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1394+STABILITY: SURFACE MOTION
 BE1394
 BE1394  HISTORY     - Date     Condition        Report By
 BE1394  HISTORY     - 1976     MONUMENTED       FLDT
 BE1394  HISTORY     - 1977     GOOD             FLDT
 BE1394
 BE1394                          STATION DESCRIPTION
 BE1394
 BE1394'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1394'7.8 MI SE FROM PANAMA CITY BEACH.
 BE1394'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1394'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1394'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1394'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 5.6 MILES AND REFERENCE
 BE1394'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT
 BE1394'FLUSH WITH THE GORUND.  IT IS 92.0 FEET NORTHWEST OF CENTER OF
 BE1394'APPALACHEE STREET, 48.0 FEET NORTHWEST OF POWERLINE POLE AND 44.0 FEET
 BE1394'SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE).  SECTION 7, T
 BE1394'4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1473 ***********************************************************************
 BE1473  DESIGNATION -  46 76 B27 RM 2
 BE1473  PID         -  BE1473
 BE1473  STATE/COUNTY-  FL/BAY
 BE1473  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1473
 BE1473                         *CURRENT SURVEY CONTROL
 BE1473  ___________________________________________________________________
 BE1473* NAD 83(1986)-  30 09 44.     (N)    085 46 51.     (W)     SCALED    
 BE1473* NAVD 88     -         4.019  (meters)      13.19   (feet)  ADJUSTED  
 BE1473  ___________________________________________________________________
 BE1473  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1473  DYNAMIC HT  -           4.014 (meters)      13.17  (feet)  COMP
 BE1473  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 BE1473
 BE1473  VERT ORDER  -  SECOND    CLASS II
 BE1473
 BE1473.The horizontal coordinates were scaled from a topographic map and have
 BE1473.an estimated accuracy of +/- 6 seconds.
 BE1473
 BE1473.The orthometric height was determined by differential leveling
 BE1473.and adjusted by the National Geodetic Survey in June 1991..
 BE1473
 BE1473.The geoid height was determined by GEOID03.
 BE1473
 BE1473.The dynamic height is computed by dividing the NAVD 88
 BE1473.geopotential number by the normal gravity value computed on the
 BE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1473.degrees latitude (g = 980.6199 gals.).
 BE1473
 BE1473.The modeled gravity was interpolated from observed gravity values.
 BE1473
 BE1473;                    North         East    Units  Estimated Accuracy
 BE1473;SPC FL N     -   129,520.      476,630.      MT  (+/- 180 meters Scaled)
 BE1473
 BE1473                          SUPERSEDED SURVEY CONTROL
 BE1473
 BE1473.No superseded survey control is available for this station.
 BE1473
 BE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU173373(NAD 83)
 BE1473_MARKER: DD = SURVEY DISK
 BE1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1473_STAMPING: 46 76 B27 RM NO 2
 BE1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1473+STABILITY: SURFACE MOTION
 BE1473
 BE1473  HISTORY     - Date     Condition        Report By
 BE1473  HISTORY     - 1976     MONUMENTED       FLDT
 BE1473  HISTORY     - 1977     GOOD             FLDT
 BE1473
 BE1473                          STATION DESCRIPTION
 BE1473
 BE1473'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1473'7.8 MI SE FROM PANAMA CITY BEACH.
 BE1473'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1473'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1473'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1473'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 5.6 MILES AND REFERENCE
 BE1473'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3
 BE1473'INCHES BELOW THE GROUND, BETWEEN CHICKASAW STREET AND APPALACHEE
 BE1473'STREET.  IT IS 123.0 FEET SOUTHEAST OF CENTER OF CHICKASAW STREET,
 BE1473'50.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK MOTEL
 BE1473'BUILDING AND 44.5 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1473'DRIVE).  SECTION 7, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1515 ***********************************************************************
 BE1515  DESIGNATION -  46 76 B28
 BE1515  PID         -  BE1515
 BE1515  STATE/COUNTY-  FL/BAY
 BE1515  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1515
 BE1515                         *CURRENT SURVEY CONTROL
 BE1515  ___________________________________________________________________
 BE1515* NAD 83(1990)-  30 09 21.76006(N)    085 46 17.18636(W)     ADJUSTED  
 BE1515* NAVD 88     -         3.184  (meters)      10.45   (feet)  ADJUSTED  
 BE1515  ___________________________________________________________________
 BE1515  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BE1515  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1515  DYNAMIC HT  -           3.180 (meters)      10.43  (feet)  COMP
 BE1515  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BE1515
 BE1515  HORZ ORDER  -  SECOND
 BE1515  VERT ORDER  -  SECOND    CLASS II
 BE1515
 BE1515.The horizontal coordinates were established by classical geodetic methods
 BE1515.and adjusted by the National Geodetic Survey in May 1991..
 BE1515
 BE1515.The orthometric height was determined by differential leveling
 BE1515.and adjusted by the National Geodetic Survey in June 1991..
 BE1515
 BE1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1515
 BE1515.The geoid height was determined by GEOID03.
 BE1515
 BE1515.The dynamic height is computed by dividing the NAVD 88
 BE1515.geopotential number by the normal gravity value computed on the
 BE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1515.degrees latitude (g = 980.6199 gals.).
 BE1515
 BE1515.The modeled gravity was interpolated from observed gravity values.
 BE1515
 BE1515;                    North         East     Units Scale Factor Converg.
 BE1515;SPC FL N     -   128,827.356   477,524.655   MT  0.99994845   -0 38 20.2
 BE1515;SPC FL N     -   422,661.08  1,566,678.81   sFT  0.99994845   -0 38 20.2
 BE1515;UTM  16      - 3,336,713.814   618,310.410   MT  0.99977269   +0 37 02.1
 BE1515
 BE1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1515!SPC FL N     -   1.00000384  x   0.99994845  =   0.99995229
 BE1515!UTM  16      -   1.00000384  x   0.99977269  =   0.99977653
 BE1515
 BE1515|---------------------------------------------------------------------|
 BE1515| PID    Reference Object                     Distance      Geod. Az  |
 BE1515|                                                           dddmmss.s |
 BE1515| BE1395 46 76 B28 RM 1                       15.544 METERS 10417     |
 BE1515| BE1514 46 76 B27                           APPROX. 1.1 KM 3062955.0 |
 BE1515| BE1474 46 76 B28 RM 2                       15.650 METERS 33314     |
 BE1515|---------------------------------------------------------------------|
 BE1515
 BE1515                          SUPERSEDED SURVEY CONTROL
 BE1515
 BE1515  NAD 83(1986)-  30 09 21.77049(N)    085 46 17.19570(W) AD(       ) 2
 BE1515  NAD 27      -  30 09 21.03611(N)    085 46 17.44035(W) AD(       ) 2
 BE1515  NGVD 29 (07/19/86)    3.32   (m)           10.9    (f) LEVELING    3  
 BE1515
 BE1515.Superseded values are not recommended for survey control.
 BE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1515.See file dsdata.txt to determine how the superseded data were derived.
 BE1515
 BE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1831036714(NAD 83)
 BE1515_MARKER: DD = SURVEY DISK
 BE1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1515_STAMPING: 46 76 B28
 BE1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1515+STABILITY: SURFACE MOTION
 BE1515
 BE1515  HISTORY     - Date     Condition        Report By
 BE1515  HISTORY     - 1976     MONUMENTED       FLDT
 BE1515  HISTORY     - 1977     GOOD             FLDT
 BE1515  HISTORY     - 1980     GOOD             NOS
 BE1515
 BE1515                          STATION DESCRIPTION
 BE1515
 BE1515'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1515'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1515'6-1/2 MILES WEST-SOUTHWEST OF PANAMA CITY AND ABOUT 2-1/4
 BE1515'MILES NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST
 BE1515'SIDE OF STATE ROUTE 392 (THOMAS DRIVE).
 BE1515'
 BE1515'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1515'SOUTHEAST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1515'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1515'2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT AND
 BE1515'GO SOUTHEAST ON STATE ROUTE 392 FOR 4.1 MILES TO THE INTERSECTION
 BE1515'OF U.S. ROUTE 98, CONTINUE SOUTHEAST ON STATE ROUTE 392 FOR 2.3
 BE1515'MILES AND STATION ON THE LEFT.
 BE1515'
 BE1515'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1515'BRASS DISK, STAMPED 46 76 B28, SET IN THE TOP OF A ROUND
 BE1515'CONCRETE MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 4.5 FEET
 BE1515'NORTHEAST OF A HIGHWAY SPEED LIMIT SIGN POST WITH A WITNESS
 BE1515'TAG ATTACHED, 25.0 FEET SOUTHWEST OF A PALM TREE, 28.4 FEET
 BE1515'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 324.0
 BE1515'FEET NORTHWEST OF CENTER OF HOLIDAY DRIVE.
 BE1515'
 BE1515'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1515'TRANSPORTATION BRASS DISK, STAMPED 46 76 B28 RM NO 1, SET IN
 BE1515'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW
 BE1515'THE GROUND.  IT IS 49.2 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1515'392 (THOMAS DRIVE), 46.7 FEET SOUTHEAST OF A PALM TREE AND 279.0
 BE1515'FEET NORTHWEST OF CENTER OF HOLIDAY DRIVE.
 BE1515'
 BE1515'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1515'TRANSPORTATION BRASS DISK, STAMPED 46 76 B28 RM NO 2, SET IN
 BE1515'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1515'GROUND.  IT IS 46.0 FEET NORTHWEST OF A PALM TREE, 50.0 FEET
 BE1515'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 54.0
 BE1515'FEET SOUTHEAST OF ANOTHER PALM TREE.
 BE1515
 BE1515                          STATION RECOVERY (1977)
 BE1515
 BE1515'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1515'8.6 MI SE FROM PANAMA CITY BEACH.
 BE1515'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1515'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1515'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1515'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 6.4 MILES AND STATION
 BE1515'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 5 INCHES
 BE1515'BELOW THE GROUND.  IT IS 324.0 FEET NORTHWEST OF CENTER OF HOLIDAY
 BE1515'DRIVE, 28.4 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1515'DRIVE), 25.0 FEET SOUTHWEST OF A PALM TREE AND 4.5 FEET NORTHEAST OF A
 BE1515'SPEED LIMIT SIGN POST WITH A WITNESS TAG ATTACHED.  SECTION 8, T 4S, R
 BE1515'15W.
 BE1515
 BE1515                          STATION RECOVERY (1980)
 BE1515
 BE1515'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1515'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1515'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1395 ***********************************************************************
 BE1395  DESIGNATION -  46 76 B28 RM 1
 BE1395  PID         -  BE1395
 BE1395  STATE/COUNTY-  FL/BAY
 BE1395  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1395
 BE1395                         *CURRENT SURVEY CONTROL
 BE1395  ___________________________________________________________________
 BE1395* NAD 83(1986)-  30 09 22.     (N)    085 46 17.     (W)     SCALED    
 BE1395* NAVD 88     -         3.424  (meters)      11.23   (feet)  ADJUSTED  
 BE1395  ___________________________________________________________________
 BE1395  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1395  DYNAMIC HT  -           3.419 (meters)      11.22  (feet)  COMP
 BE1395  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BE1395
 BE1395  VERT ORDER  -  SECOND    CLASS II
 BE1395
 BE1395.The horizontal coordinates were scaled from a topographic map and have
 BE1395.an estimated accuracy of +/- 6 seconds.
 BE1395
 BE1395.The orthometric height was determined by differential leveling
 BE1395.and adjusted by the National Geodetic Survey in June 1991..
 BE1395
 BE1395.The geoid height was determined by GEOID03.
 BE1395
 BE1395.The dynamic height is computed by dividing the NAVD 88
 BE1395.geopotential number by the normal gravity value computed on the
 BE1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1395.degrees latitude (g = 980.6199 gals.).
 BE1395
 BE1395.The modeled gravity was interpolated from observed gravity values.
 BE1395
 BE1395;                    North         East    Units  Estimated Accuracy
 BE1395;SPC FL N     -   128,840.      477,530.      MT  (+/- 180 meters Scaled)
 BE1395
 BE1395                          SUPERSEDED SURVEY CONTROL
 BE1395
 BE1395.No superseded survey control is available for this station.
 BE1395
 BE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU183367(NAD 83)
 BE1395_MARKER: DD = SURVEY DISK
 BE1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1395_STAMPING: 46 76 B28 RM NO 1
 BE1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1395+STABILITY: SURFACE MOTION
 BE1395
 BE1395  HISTORY     - Date     Condition        Report By
 BE1395  HISTORY     - 1976     MONUMENTED       FLDT
 BE1395  HISTORY     - 1977     GOOD             FLDT
 BE1395
 BE1395                          STATION DESCRIPTION
 BE1395
 BE1395'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1395'8.6 MI SW FROM PANAMA CITY BEACH.
 BE1395'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1395'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1395'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1395'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 6.4 MILES AND REFERENCE
 BE1395'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1
 BE1395'INCH BELOW THE GROUND.  IT IS 279.0 FEET NORTHWEST OF CENTER OF
 BE1395'HOLIDAY DRIVE, 49.2 FEET NORTHEAST OF CENTER OF STATE ROUTE 392
 BE1395'(THOMAS DRIVE) AND 46.7 FEET SOUTHEAST OF A PALM TREE.  SECTION 8, T
 BE1395'4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1474 ***********************************************************************
 BE1474  DESIGNATION -  46 76 B28 RM 2
 BE1474  PID         -  BE1474
 BE1474  STATE/COUNTY-  FL/BAY
 BE1474  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1474
 BE1474                         *CURRENT SURVEY CONTROL
 BE1474  ___________________________________________________________________
 BE1474* NAD 83(1986)-  30 09 22.     (N)    085 46 17.     (W)     SCALED    
 BE1474* NAVD 88     -         3.484  (meters)      11.43   (feet)  ADJUSTED  
 BE1474  ___________________________________________________________________
 BE1474  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1474  DYNAMIC HT  -           3.479 (meters)      11.41  (feet)  COMP
 BE1474  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BE1474
 BE1474  VERT ORDER  -  SECOND    CLASS II
 BE1474
 BE1474.The horizontal coordinates were scaled from a topographic map and have
 BE1474.an estimated accuracy of +/- 6 seconds.
 BE1474
 BE1474.The orthometric height was determined by differential leveling
 BE1474.and adjusted by the National Geodetic Survey in June 1991..
 BE1474
 BE1474.The geoid height was determined by GEOID03.
 BE1474
 BE1474.The dynamic height is computed by dividing the NAVD 88
 BE1474.geopotential number by the normal gravity value computed on the
 BE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1474.degrees latitude (g = 980.6199 gals.).
 BE1474
 BE1474.The modeled gravity was interpolated from observed gravity values.
 BE1474
 BE1474;                    North         East    Units  Estimated Accuracy
 BE1474;SPC FL N     -   128,840.      477,530.      MT  (+/- 180 meters Scaled)
 BE1474
 BE1474                          SUPERSEDED SURVEY CONTROL
 BE1474
 BE1474.No superseded survey control is available for this station.
 BE1474
 BE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU183367(NAD 83)
 BE1474_MARKER: DD = SURVEY DISK
 BE1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1474_STAMPING: 46 76 B28 RM NO 2
 BE1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1474+STABILITY: SURFACE MOTION
 BE1474
 BE1474  HISTORY     - Date     Condition        Report By
 BE1474  HISTORY     - 1976     MONUMENTED       FLDT
 BE1474  HISTORY     - 1977     GOOD             FLDT
 BE1474
 BE1474                          STATION DESCRIPTION
 BE1474
 BE1474'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1474'8.6 MI SE FROM PANAMA CITY BEACH.
 BE1474'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1474'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1474'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1474'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 6.4 MILES AND REFERENCE
 BE1474'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1
 BE1474'INCH BELOW THE GROUND.  IT IS 54.0 FEET SOUTHEAST OF A PALM TREE, 50.0
 BE1474'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 46.0
 BE1474'FEET NORTHWEST OF ANOTHER PALM TREE.  SECTION 8, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1516 ***********************************************************************
 BE1516  DESIGNATION -  46 76 B29
 BE1516  PID         -  BE1516
 BE1516  STATE/COUNTY-  FL/BAY
 BE1516  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1516
 BE1516                         *CURRENT SURVEY CONTROL
 BE1516  ___________________________________________________________________
 BE1516* NAD 83(1990)-  30 08 57.79211(N)    085 45 46.21202(W)     ADJUSTED  
 BE1516* NAVD 88     -         3.699  (meters)      12.14   (feet)  ADJUSTED  
 BE1516  ___________________________________________________________________
 BE1516  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BE1516  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1516  DYNAMIC HT  -           3.694 (meters)      12.12  (feet)  COMP
 BE1516  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 BE1516
 BE1516  HORZ ORDER  -  SECOND
 BE1516  VERT ORDER  -  SECOND    CLASS II
 BE1516
 BE1516.The horizontal coordinates were established by classical geodetic methods
 BE1516.and adjusted by the National Geodetic Survey in May 1991..
 BE1516
 BE1516.The orthometric height was determined by differential leveling
 BE1516.and adjusted by the National Geodetic Survey in June 1991..
 BE1516
 BE1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1516
 BE1516.The geoid height was determined by GEOID03.
 BE1516
 BE1516.The dynamic height is computed by dividing the NAVD 88
 BE1516.geopotential number by the normal gravity value computed on the
 BE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1516.degrees latitude (g = 980.6199 gals.).
 BE1516
 BE1516.The modeled gravity was interpolated from observed gravity values.
 BE1516
 BE1516;                    North         East     Units Scale Factor Converg.
 BE1516;SPC FL N     -   128,080.182   478,345.252   MT  0.99994848   -0 38 04.6
 BE1516;SPC FL N     -   420,209.73  1,569,371.05   sFT  0.99994848   -0 38 04.6
 BE1516;UTM  16      - 3,335,984.935   619,147.043   MT  0.99977514   +0 37 17.2
 BE1516
 BE1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1516!SPC FL N     -   1.00000376  x   0.99994848  =   0.99995224
 BE1516!UTM  16      -   1.00000376  x   0.99977514  =   0.99977890
 BE1516
 BE1516|---------------------------------------------------------------------|
 BE1516| PID    Reference Object                     Distance      Geod. Az  |
 BE1516|                                                           dddmmss.s |
 BE1516| BE1396 46 76 B29 RM 1                       17.667 METERS 12209     |
 BE1516| BE1515 46 76 B28                           APPROX. 1.1 KM 3114102.6 |
 BE1516| BE1475 46 76 B29 RM 2                       18.319 METERS 33841     |
 BE1516|---------------------------------------------------------------------|
 BE1516
 BE1516                          SUPERSEDED SURVEY CONTROL
 BE1516
 BE1516  NAD 83(1986)-  30 08 57.80277(N)    085 45 46.22115(W) AD(       ) 2
 BE1516  NAD 27      -  30 08 57.06936(N)    085 45 46.46712(W) AD(       ) 2
 BE1516  NGVD 29 (07/19/86)    3.83   (m)           12.6    (f) LEVELING    3  
 BE1516
 BE1516.Superseded values are not recommended for survey control.
 BE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1516.See file dsdata.txt to determine how the superseded data were derived.
 BE1516
 BE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1914735985(NAD 83)
 BE1516_MARKER: DD = SURVEY DISK
 BE1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1516_STAMPING: 46 76 B29
 BE1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1516+STABILITY: SURFACE MOTION
 BE1516
 BE1516  HISTORY     - Date     Condition        Report By
 BE1516  HISTORY     - 1976     MONUMENTED       FLDT
 BE1516  HISTORY     - 1977     GOOD             FLDT
 BE1516
 BE1516                          STATION DESCRIPTION
 BE1516
 BE1516'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1516'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1516'6-1/2 MILES WEST-SOUTHWEST OF PANAMA CITY AND ABOUT 1-1/2 MILES
 BE1516'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1516'STATE ROUTE 392 (THOMAS DRIVE), BETWEEN CRESCENT DRIVE AND
 BE1516'ORIOLE DRIVE.
 BE1516'
 BE1516'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1516'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1516'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98
 BE1516'FOR 6.3 MILES TO THE INTERSECTION OF STATE ROUTE 392.  TURN RIGHT
 BE1516'AND GO SOUTHEAST ON STATE ROUTE 392 FOR 3.0 MILES AND STATION
 BE1516'ON THE LEFT.
 BE1516'
 BE1516'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1516'BRASS DISK, STAMPED 46 76 B29, SET IN THE TOP OF A ROUND
 BE1516'CONCRETE MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 15.3 FEET
 BE1516'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A WITNESS TAG ATTACHED,
 BE1516'28.0 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE),
 BE1516'55.0 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAIN
 BE1516'LINK FENCE AROUND SWIMMING POOL AND 88.0 FEET NORTHWEST OF
 BE1516'CENTER OF DRIVE TO FRED JOHNSON MOTEL.
 BE1516'
 BE1516'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1516'TRANSPORTATION BRASS DISK, STAMPED 46 76 B29 RM NO1, SET IN
 BE1516'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW
 BE1516'THE GROUND.  IT IS 31.0 FEET NORTHWEST OF CENTER OF DRIVE TO
 BE1516'MOTEL, 38.5 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1516'DRIVE) AND 55.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 BE1516'OF THE OFFICE OF FRED JOHNSON MOTEL.
 BE1516'
 BE1516'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1516'TRANSPORTATION BRASS DISK, STAMPED 46 76 B29 RM NO2, SET IN
 BE1516'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW
 BE1516'THE GROUND.  IT IS 53.5 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1516'392 (THOMAS DRIVE), 52.5 FEET NORTHWEST OF A POWERLINE POLE
 BE1516'WITH WITNESS TAG ATTACHED AND 172.0 FEET SOUTHEAST OF CENTER OF
 BE1516'CRESCENT DRIVE.
 BE1516
 BE1516                          STATION RECOVERY (1977)
 BE1516
 BE1516'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1516'9.3 MI SE FROM PANAMA CITY BEACH.
 BE1516'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1516'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1516'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1516'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.1 MILES AND STATION
 BE1516'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES
 BE1516'BELOW THE GROUND, BETWEEN CRESCENT DRIVE AND ORIOLE DRIVE.  IT IS 88.0
 BE1516'FEET NORTHWEST OF CENTER OF DRIVE TO MOTEL, 55.0 FEET WEST-SOUTHWEST
 BE1516'OF THE SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND FRED JOHNSON MOTELS
 BE1516'SWIMMING POOL, 28.0 FEET NORTHEAST OF CENTER OF STATE ROUTE 392
 BE1516'(THOMAS DRIVE) AND 15.3 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH
 BE1516'A METAL WITNESS TAG ATTACHED.  SECTION 8, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1396 ***********************************************************************
 BE1396  DESIGNATION -  46 76 B29 RM 1
 BE1396  PID         -  BE1396
 BE1396  STATE/COUNTY-  FL/BAY
 BE1396  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1396
 BE1396                         *CURRENT SURVEY CONTROL
 BE1396  ___________________________________________________________________
 BE1396* NAD 83(1986)-  30 08 58.     (N)    085 45 46.     (W)     SCALED    
 BE1396* NAVD 88     -         3.806  (meters)      12.49   (feet)  ADJUSTED  
 BE1396  ___________________________________________________________________
 BE1396  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1396  DYNAMIC HT  -           3.801 (meters)      12.47  (feet)  COMP
 BE1396  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 BE1396
 BE1396  VERT ORDER  -  SECOND    CLASS II
 BE1396
 BE1396.The horizontal coordinates were scaled from a topographic map and have
 BE1396.an estimated accuracy of +/- 6 seconds.
 BE1396
 BE1396.The orthometric height was determined by differential leveling
 BE1396.and adjusted by the National Geodetic Survey in June 1991..
 BE1396
 BE1396.The geoid height was determined by GEOID03.
 BE1396
 BE1396.The dynamic height is computed by dividing the NAVD 88
 BE1396.geopotential number by the normal gravity value computed on the
 BE1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1396.degrees latitude (g = 980.6199 gals.).
 BE1396
 BE1396.The modeled gravity was interpolated from observed gravity values.
 BE1396
 BE1396;                    North         East    Units  Estimated Accuracy
 BE1396;SPC FL N     -   128,090.      478,350.      MT  (+/- 180 meters Scaled)
 BE1396
 BE1396                          SUPERSEDED SURVEY CONTROL
 BE1396
 BE1396.No superseded survey control is available for this station.
 BE1396
 BE1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU191359(NAD 83)
 BE1396_MARKER: DD = SURVEY DISK
 BE1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1396_STAMPING: 46 76 B29 RM NO 1
 BE1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1396+STABILITY: SURFACE MOTION
 BE1396
 BE1396  HISTORY     - Date     Condition        Report By
 BE1396  HISTORY     - 1976     MONUMENTED       FLDT
 BE1396  HISTORY     - 1977     GOOD             FLDT
 BE1396
 BE1396                          STATION DESCRIPTION
 BE1396
 BE1396'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1396'9.3 MI SE FROM PANAMA CITY BEACH.
 BE1396'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1396'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1396'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1396'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.1 MILES AND REFERENCE
 BE1396'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4
 BE1396'INCHES BELOW THE GROUND, BETWEEN CRESCENT DRIVE AND ORIOLE DRIVE. IT
 BE1396'IS 55.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE OF
 BE1396'FRED JOHNSON MOTEL, 38.5 FEET NORTHEAST OF CENTER OF STATE ROUTE 392
 BE1396'(THOMAS DRIVE) AND 31.0 FEET NORTHWEST OF CENTER OF DRIVE TO MOTEL.
 BE1396'SECTION 8, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1475 ***********************************************************************
 BE1475  DESIGNATION -  46 76 B29 RM 2
 BE1475  PID         -  BE1475
 BE1475  STATE/COUNTY-  FL/BAY
 BE1475  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1475
 BE1475                         *CURRENT SURVEY CONTROL
 BE1475  ___________________________________________________________________
 BE1475* NAD 83(1986)-  30 08 58.     (N)    085 45 46.     (W)     SCALED    
 BE1475* NAVD 88     -         3.596  (meters)      11.80   (feet)  ADJUSTED  
 BE1475  ___________________________________________________________________
 BE1475  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1475  DYNAMIC HT  -           3.591 (meters)      11.78  (feet)  COMP
 BE1475  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 BE1475
 BE1475  VERT ORDER  -  SECOND    CLASS II
 BE1475
 BE1475.The horizontal coordinates were scaled from a topographic map and have
 BE1475.an estimated accuracy of +/- 6 seconds.
 BE1475
 BE1475.The orthometric height was determined by differential leveling
 BE1475.and adjusted by the National Geodetic Survey in June 1991..
 BE1475
 BE1475.The geoid height was determined by GEOID03.
 BE1475
 BE1475.The dynamic height is computed by dividing the NAVD 88
 BE1475.geopotential number by the normal gravity value computed on the
 BE1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1475.degrees latitude (g = 980.6199 gals.).
 BE1475
 BE1475.The modeled gravity was interpolated from observed gravity values.
 BE1475
 BE1475;                    North         East    Units  Estimated Accuracy
 BE1475;SPC FL N     -   128,090.      478,350.      MT  (+/- 180 meters Scaled)
 BE1475
 BE1475                          SUPERSEDED SURVEY CONTROL
 BE1475
 BE1475.No superseded survey control is available for this station.
 BE1475
 BE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU191359(NAD 83)
 BE1475_MARKER: DD = SURVEY DISK
 BE1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1475_STAMPING: 46 76 B29 RM NO 2
 BE1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1475+STABILITY: SURFACE MOTION
 BE1475
 BE1475  HISTORY     - Date     Condition        Report By
 BE1475  HISTORY     - 1976     MONUMENTED       FLDT
 BE1475  HISTORY     - 1977     GOOD             FLDT
 BE1475
 BE1475                          STATION DESCRIPTION
 BE1475
 BE1475'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1475'9.3 MI SE FROM PANAMA CITY BEACH.
 BE1475'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1475'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1475'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1475'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.1 MILES AND REFERENCE
 BE1475'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3
 BE1475'INCHES BELOW THE GROUND, BETWEEN CRESCENT DRIVE AND ORIOLE DRIVE. IT
 BE1475'IS 172.0 FEET SOUTHEAST OF CENTER OF CRESCENT DRIVE, 53.5 FEET
 BE1475'NORTHWEST OF A POWERLINE POLE WITH A WITNESS TAG ATTACHED AND 53.5
 BE1475'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE). SECTION 8,
 BE1475'T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1517 ***********************************************************************
 BE1517  DESIGNATION -  46 76 B30
 BE1517  PID         -  BE1517
 BE1517  STATE/COUNTY-  FL/BAY
 BE1517  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1517
 BE1517                         *CURRENT SURVEY CONTROL
 BE1517  ___________________________________________________________________
 BE1517* NAD 83(1990)-  30 08 39.84463(N)    085 45 24.81223(W)     ADJUSTED  
 BE1517* NAVD 88     -         4.117  (meters)      13.51   (feet)  ADJUSTED  
 BE1517  ___________________________________________________________________
 BE1517  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BE1517  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1517  DYNAMIC HT  -           4.111 (meters)      13.49  (feet)  COMP
 BE1517  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 BE1517
 BE1517  HORZ ORDER  -  SECOND
 BE1517  VERT ORDER  -  SECOND    CLASS II
 BE1517
 BE1517.The horizontal coordinates were established by classical geodetic methods
 BE1517.and adjusted by the National Geodetic Survey in May 1991..
 BE1517
 BE1517.The orthometric height was determined by differential leveling
 BE1517.and adjusted by the National Geodetic Survey in June 1991..
 BE1517
 BE1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1517
 BE1517.The geoid height was determined by GEOID03.
 BE1517
 BE1517.The dynamic height is computed by dividing the NAVD 88
 BE1517.geopotential number by the normal gravity value computed on the
 BE1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1517.degrees latitude (g = 980.6199 gals.).
 BE1517
 BE1517.The modeled gravity was interpolated from observed gravity values.
 BE1517
 BE1517;                    North         East     Units Scale Factor Converg.
 BE1517;SPC FL N     -   127,521.259   478,911.786   MT  0.99994851   -0 37 53.8
 BE1517;SPC FL N     -   418,376.00  1,571,229.75   sFT  0.99994851   -0 37 53.8
 BE1517;UTM  16      - 3,335,438.659   619,725.593   MT  0.99977684   +0 37 27.6
 BE1517
 BE1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1517!SPC FL N     -   1.00000369  x   0.99994851  =   0.99995220
 BE1517!UTM  16      -   1.00000369  x   0.99977684  =   0.99978053
 BE1517
 BE1517|---------------------------------------------------------------------|
 BE1517| PID    Reference Object                     Distance      Geod. Az  |
 BE1517|                                                           dddmmss.s |
 BE1517| BE1397 46 76 B30 RM 1                       11.881 METERS 16306     |
 BE1517| BE1476 46 76 B30 RM 2                       14.192 METERS 29218     |
 BE1517| BE1516 46 76 B29                           APPROX. 0.8 KM 3135851.3 |
 BE1517|---------------------------------------------------------------------|
 BE1517
 BE1517                          SUPERSEDED SURVEY CONTROL
 BE1517
 BE1517  NAD 83(1986)-  30 08 39.85545(N)    085 45 24.82121(W) AD(       ) 2
 BE1517  NAD 27      -  30 08 39.12264(N)    085 45 25.06800(W) AD(       ) 2
 BE1517  NGVD 29 (07/19/86)    4.25   (m)           13.9    (f) LEVELING    3  
 BE1517
 BE1517.Superseded values are not recommended for survey control.
 BE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1517.See file dsdata.txt to determine how the superseded data were derived.
 BE1517
 BE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1972635439(NAD 83)
 BE1517_MARKER: DD = SURVEY DISK
 BE1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1517_STAMPING: 46 76 B30
 BE1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1517+STABILITY: SURFACE MOTION
 BE1517
 BE1517  HISTORY     - Date     Condition        Report By
 BE1517  HISTORY     - 1976     MONUMENTED       FLDT
 BE1517  HISTORY     - 1977     GOOD             FLDT
 BE1517
 BE1517                          STATION DESCRIPTION
 BE1517
 BE1517'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1517'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF PANAMA CITY,
 BE1517'AND ABOUT 1.0 MILE NORTHWEST OF ST. ANDREWS STATE PARK, ON THE
 BE1517'SOUTHWEST SIDE OF STATE ROUTE 392, JUST SOUTHEAST OF BILTMORE
 BE1517'DRIVE.
 BE1517'
 BE1517'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1517'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1517'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE
 BE1517'98 FOR 6.3 MILES TO THE INTERSECTION OF STATE ROUTE 392.  TURN
 BE1517'RIGHT AND GO SOUTHEAST ON STATE ROUTE 392 FOR 3.5 MILES AND
 BE1517'STATION ON THE RIGHT.
 BE1517'
 BE1517'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1517'BRASS DISK, STAMPED 46 76 B30, SET IN THE TOP OF A ROUND CONCRETE
 BE1517'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 16.0 FEET NORTHEAST OF
 BE1517'A TELEPHONE POLE WITH A WITNESS TAG ATTACHED, 26.8 FEET SOUTHWEST
 BE1517'OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 69.0 FEET
 BE1517'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF MONTEREY MOTEL
 BE1517'BUILDING.
 BE1517'
 BE1517'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1517'TRANSPORTATION BRASS DISK, STAMPED 46 76 B30 RM NO1, SET IN THE TOP
 BE1517'OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1517'IS 30.0 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF MONTEREY MOTEL
 BE1517'BUILDING, 32.0 FEET SOUTHEAST OF A TELEPHONE POLE WITH A WITNESS
 BE1517'TAG ATTACHED AND 46.5 FEET SOUTHWEST OF CENTER OF STATE ROUTE
 BE1517'392 (THOMAS DRIVE).
 BE1517'
 BE1517'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1517'TRANSPORTATION BRASS DISK, STAMPED 46 76 B30 RM NO2, SET IN THE
 BE1517'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1517'GROUND.  IT IS 17.5 FEET SOUTHEAST OF CENTER OF CONCRETE DRIVE,
 BE1517'43.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE),
 BE1517'45.0 FEET NORTHWEST OF A TELEPHONE POLE WITH WITNESS TAG
 BE1517'ATTACHED AND 52.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BE1517'STUCCO HOUSE.
 BE1517
 BE1517                          STATION RECOVERY (1977)
 BE1517
 BE1517'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1517'9.8 MI SE FROM PANAMA CITY BEACH.
 BE1517'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1517'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1517'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1517'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.6 MILES AND STATION
 BE1517'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES
 BE1517'BELOW THE GROUND.  IT IS 69.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 BE1517'CORNER OF MONTEREY MOTEL BUILDING, 26.8 FEET SOUTHWEST OF CENTER OF
 BE1517'STATE ROUTE 392 (THOMAS DRIVE) AND 16.0 FEET NORTHEAST OF A TELEPHONE
 BE1517'POLE WITH A WITNESS TAG ATTACHED.  SECTION 16, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1397 ***********************************************************************
 BE1397  DESIGNATION -  46 76 B30 RM 1
 BE1397  PID         -  BE1397
 BE1397  STATE/COUNTY-  FL/BAY
 BE1397  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1397
 BE1397                         *CURRENT SURVEY CONTROL
 BE1397  ___________________________________________________________________
 BE1397* NAD 83(1986)-  30 08 40.     (N)    085 45 25.     (W)     SCALED    
 BE1397* NAVD 88     -         4.322  (meters)      14.18   (feet)  ADJUSTED  
 BE1397  ___________________________________________________________________
 BE1397  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1397  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 BE1397  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 BE1397
 BE1397  VERT ORDER  -  SECOND    CLASS II
 BE1397
 BE1397.The horizontal coordinates were scaled from a topographic map and have
 BE1397.an estimated accuracy of +/- 6 seconds.
 BE1397
 BE1397.The orthometric height was determined by differential leveling
 BE1397.and adjusted by the National Geodetic Survey in June 1991..
 BE1397
 BE1397.The geoid height was determined by GEOID03.
 BE1397
 BE1397.The dynamic height is computed by dividing the NAVD 88
 BE1397.geopotential number by the normal gravity value computed on the
 BE1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1397.degrees latitude (g = 980.6199 gals.).
 BE1397
 BE1397.The modeled gravity was interpolated from observed gravity values.
 BE1397
 BE1397;                    North         East    Units  Estimated Accuracy
 BE1397;SPC FL N     -   127,530.      478,910.      MT  (+/- 180 meters Scaled)
 BE1397
 BE1397                          SUPERSEDED SURVEY CONTROL
 BE1397
 BE1397.No superseded survey control is available for this station.
 BE1397
 BE1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU197354(NAD 83)
 BE1397_MARKER: DD = SURVEY DISK
 BE1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1397_STAMPING: 46 76 B30 RM NO 1
 BE1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1397+STABILITY: SURFACE MOTION
 BE1397
 BE1397  HISTORY     - Date     Condition        Report By
 BE1397  HISTORY     - 1976     MONUMENTED       FLDT
 BE1397  HISTORY     - 1977     GOOD             FLDT
 BE1397
 BE1397                          STATION DESCRIPTION
 BE1397
 BE1397'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1397'9.8 MI SE FROM PANAMA CITY BEACH.
 BE1397'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1397'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1397'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1397'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.6 MILES AND REFERENCE
 BE1397'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT
 BE1397'FLUSH WITH THE GROUND.  IT IS 46.5 FEET SOUTHWEST OF CENTER OF STATE
 BE1397'ROUTE 392 (THOMAS DRIVE), 32.0 FEET SOUTHEAST OF A TELEPHONE POLE WITH
 BE1397'A WITNESS TAG ATTACHED AND 30.0 FEET NORTH-NORTHWEST OF NORTHWEST
 BE1397'CORNER OF MONTEREY MOTEL BUILDING.  SECTION 16, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1476 ***********************************************************************
 BE1476  DESIGNATION -  46 76 B30 RM 2
 BE1476  PID         -  BE1476
 BE1476  STATE/COUNTY-  FL/BAY
 BE1476  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1476
 BE1476                         *CURRENT SURVEY CONTROL
 BE1476  ___________________________________________________________________
 BE1476* NAD 83(1986)-  30 08 40.     (N)    085 45 25.     (W)     SCALED    
 BE1476* NAVD 88     -         4.040  (meters)      13.25   (feet)  ADJUSTED  
 BE1476  ___________________________________________________________________
 BE1476  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1476  DYNAMIC HT  -           4.034 (meters)      13.23  (feet)  COMP
 BE1476  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 BE1476
 BE1476  VERT ORDER  -  SECOND    CLASS II
 BE1476
 BE1476.The horizontal coordinates were scaled from a topographic map and have
 BE1476.an estimated accuracy of +/- 6 seconds.
 BE1476
 BE1476.The orthometric height was determined by differential leveling
 BE1476.and adjusted by the National Geodetic Survey in June 1991..
 BE1476
 BE1476.The geoid height was determined by GEOID03.
 BE1476
 BE1476.The dynamic height is computed by dividing the NAVD 88
 BE1476.geopotential number by the normal gravity value computed on the
 BE1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1476.degrees latitude (g = 980.6199 gals.).
 BE1476
 BE1476.The modeled gravity was interpolated from observed gravity values.
 BE1476
 BE1476;                    North         East    Units  Estimated Accuracy
 BE1476;SPC FL N     -   127,530.      478,910.      MT  (+/- 180 meters Scaled)
 BE1476
 BE1476                          SUPERSEDED SURVEY CONTROL
 BE1476
 BE1476.No superseded survey control is available for this station.
 BE1476
 BE1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU197354(NAD 83)
 BE1476_MARKER: DD = SURVEY DISK
 BE1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1476_STAMPING: 46 76 B30 RM NO 2
 BE1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1476+STABILITY: SURFACE MOTION
 BE1476
 BE1476  HISTORY     - Date     Condition        Report By
 BE1476  HISTORY     - 1976     MONUMENTED       FLDT
 BE1476  HISTORY     - 1977     GOOD             FLDT
 BE1476
 BE1476                          STATION DESCRIPTION
 BE1476
 BE1476'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1476'9.8 MI SE FROM PANAMA CITY BEACH.
 BE1476'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1476'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1476'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1476'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.6 MILES AND REFERENCE
 BE1476'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1
 BE1476'INCH BELOW THE GROUND.  IT IS 17.5 FEET SOUTHEAST OF CENTER OF A
 BE1476'CONCRETE DRIVE WAY, 52.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BE1476'STUCCO HOUSE, 45.0 FEET NORTHWEST OF A TELEPHONE POLE WITH A WITNESS
 BE1476'TAG ATTACHED AND 43.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392
 BE1476'(THOMAS DRIVE).  SECTION 16, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1518 ***********************************************************************
 BE1518  DESIGNATION -  46 76 B31
 BE1518  PID         -  BE1518
 BE1518  STATE/COUNTY-  FL/BAY
 BE1518  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1518
 BE1518                         *CURRENT SURVEY CONTROL
 BE1518  ___________________________________________________________________
 BE1518* NAD 83(1990)-  30 08 21.56534(N)    085 45 01.30254(W)     ADJUSTED  
 BE1518* NAVD 88     -         3.528  (meters)      11.57   (feet)  ADJUSTED  
 BE1518  ___________________________________________________________________
 BE1518  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BE1518  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1518  DYNAMIC HT  -           3.523 (meters)      11.56  (feet)  COMP
 BE1518  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BE1518
 BE1518  HORZ ORDER  -  SECOND
 BE1518  VERT ORDER  -  SECOND    CLASS II
 BE1518
 BE1518.The horizontal coordinates were established by classical geodetic methods
 BE1518.and adjusted by the National Geodetic Survey in May 1991..
 BE1518
 BE1518.The orthometric height was determined by differential leveling
 BE1518.and adjusted by the National Geodetic Survey in June 1991..
 BE1518
 BE1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1518
 BE1518.The geoid height was determined by GEOID03.
 BE1518
 BE1518.The dynamic height is computed by dividing the NAVD 88
 BE1518.geopotential number by the normal gravity value computed on the
 BE1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1518.degrees latitude (g = 980.6199 gals.).
 BE1518
 BE1518.The modeled gravity was interpolated from observed gravity values.
 BE1518
 BE1518;                    North         East     Units Scale Factor Converg.
 BE1518;SPC FL N     -   126,951.530   479,534.730   MT  0.99994855   -0 37 42.0
 BE1518;SPC FL N     -   416,506.81  1,573,273.53   sFT  0.99994855   -0 37 42.0
 BE1518;UTM  16      - 3,334,882.816   620,360.765   MT  0.99977873   +0 37 39.1
 BE1518
 BE1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1518!SPC FL N     -   1.00000378  x   0.99994855  =   0.99995233
 BE1518!UTM  16      -   1.00000378  x   0.99977873  =   0.99978251
 BE1518
 BE1518:                Primary Azimuth Mark                     Grid Az
 BE1518:SPC FL N     -  PANAMA CITY BCH TREAS SHIP               013 09 46.5
 BE1518:UTM  16      -  PANAMA CITY BCH TREAS SHIP               011 54 25.4
 BE1518
 BE1518|---------------------------------------------------------------------|
 BE1518| PID    Reference Object                     Distance      Geod. Az  |
 BE1518|                                                           dddmmss.s |
 BE1518| BE3687 PANAMA CITY BCH TREAS SHIP          APPROX. 0.7 KM 0123204.5 |
 BE1518| BE1398 46 76 B31 RM 1                       15.196 METERS 01429     |
 BE1518| BE1477 46 76 B31 RM 2                       22.636 METERS 12557     |
 BE1518| BE3715 H 50 FL                             137.531 METERS 31534     |
 BE1518|---------------------------------------------------------------------|
 BE1518
 BE1518                          SUPERSEDED SURVEY CONTROL
 BE1518
 BE1518  NAD 83(1986)-  30 08 21.57631(N)    085 45 01.31138(W) AD(       ) 2
 BE1518  NAD 27      -  30 08 20.84411(N)    085 45 01.55917(W) AD(       ) 2
 BE1518  NGVD 29 (07/19/86)    3.66   (m)           12.0    (f) LEVELING    3  
 BE1518
 BE1518.Superseded values are not recommended for survey control.
 BE1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1518.See file dsdata.txt to determine how the superseded data were derived.
 BE1518
 BE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2036134883(NAD 83)
 BE1518_MARKER: DD = SURVEY DISK
 BE1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1518_SP_SET: CURVE
 BE1518_STAMPING: 46 76 B31
 BE1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1518
 BE1518  HISTORY     - Date     Condition        Report By
 BE1518  HISTORY     - 1976     MONUMENTED       FLDT
 BE1518  HISTORY     - 1977     GOOD             FLDT
 BE1518  HISTORY     - 1980     GOOD             NOS
 BE1518
 BE1518                          STATION DESCRIPTION
 BE1518
 BE1518'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1518'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PANAMA CITY, ABOUT
 BE1518'10 MILES WEST OF CALLAWAY AND ABOUT 1/2 MILE NORTHWEST OF
 BE1518'ST. ANDREWS STATE PARK, AT THE INTERSECTION OF STATE ROUTE 392
 BE1518'AND STATE ROUTE 757.
 BE1518'
 BE1518'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1518'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1518'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE
 BE1518'98 FOR 6.3 MILES TO THE INTERSECTION OF STATE ROUTE 392.  TURN
 BE1518'RIGHT AND GO SOUTHEAST ON STATE ROUTE 392 FOR 4.1 MILES AND
 BE1518'STATION ON THE LEFT, ON THE OUTSIDE OF A SHARP CURVE.
 BE1518'
 BE1518'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1518'BRASS DISK, STAMPED 46 76 B31, SET IN THE TOP OF A ROUND CONCRETE
 BE1518'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 2.5 FEET NORTHEAST OF
 BE1518'A STOP SIGN POST, 19.0 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1518'392 AND 26.3 FEET SOUTH OF CENTER OF STATE ROUTE 757.
 BE1518'
 BE1518'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1518'TRANSPORTATION BRASS DISK, STAMPED 46 76 B31 RM NO1, SET IN THE
 BE1518'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1518'GROUND.  IT IS 2.2 FEET EAST OF A HIGHWAY SIGN POST, 23.0 FEET
 BE1518'NORTH OF CENTER OF STATE ROUTE 757 AND 63.5 FEET NORTHEAST OF
 BE1518'CENTER OF STATE ROUTE 392.
 BE1518'
 BE1518'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1518'TRANSPORTATION BRASS DISK, STAMPED 46 76 B31 RM NO2, SET IN THE TOP
 BE1518'OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE GROUND.  IT
 BE1518'IS 0.9 FOOT WEST OF A METAL WITNESS POST, 2.6 FEET EAST OF A GUY
 BE1518'WIRE, 23.0 FEET SOUTH OF A POWERLINE POLE WITH 2 GUY WIRE, 27.5
 BE1518'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 AND 69.0 FEET SOUTH
 BE1518'OF CENTER OF STATE ROUTE 757.
 BE1518
 BE1518                          STATION RECOVERY (1977)
 BE1518
 BE1518'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1518'10.5 MI SE FROM PANAMA CITY BEACH.
 BE1518'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1518'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1518'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1518'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 8.3 MILES AND STATION
 BE1518'MARK, ON THE OUTSIDE OF A SHARP CURVE.  IT IS 59.0 FEET WEST OF A
 BE1518'POWERLINE POLE WITH TWO GUY WIRES, 26.3 FEET SOUTH OF CENTER OF STATE
 BE1518'ROUTE 757, 19.0 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 AND 2.5
 BE1518'FEET NORTHEAST OF A STOP SIGN.  SECTION 16, T 4S, R 15W.
 BE1518
 BE1518                          STATION RECOVERY (1980)
 BE1518
 BE1518'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1518'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1518'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1398 ***********************************************************************
 BE1398  DESIGNATION -  46 76 B31 RM 1
 BE1398  PID         -  BE1398
 BE1398  STATE/COUNTY-  FL/BAY
 BE1398  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1398
 BE1398                         *CURRENT SURVEY CONTROL
 BE1398  ___________________________________________________________________
 BE1398* NAD 83(1986)-  30 08 21.     (N)    085 45 01.     (W)     SCALED    
 BE1398* NAVD 88     -         2.826  (meters)       9.27   (feet)  ADJUSTED  
 BE1398  ___________________________________________________________________
 BE1398  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1398  DYNAMIC HT  -           2.822 (meters)       9.26  (feet)  COMP
 BE1398  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BE1398
 BE1398  VERT ORDER  -  SECOND    CLASS II
 BE1398
 BE1398.The horizontal coordinates were scaled from a topographic map and have
 BE1398.an estimated accuracy of +/- 6 seconds.
 BE1398
 BE1398.The orthometric height was determined by differential leveling
 BE1398.and adjusted by the National Geodetic Survey in June 1991..
 BE1398
 BE1398.The geoid height was determined by GEOID03.
 BE1398
 BE1398.The dynamic height is computed by dividing the NAVD 88
 BE1398.geopotential number by the normal gravity value computed on the
 BE1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1398.degrees latitude (g = 980.6199 gals.).
 BE1398
 BE1398.The modeled gravity was interpolated from observed gravity values.
 BE1398
 BE1398;                    North         East    Units  Estimated Accuracy
 BE1398;SPC FL N     -   126,930.      479,540.      MT  (+/- 180 meters Scaled)
 BE1398
 BE1398                          SUPERSEDED SURVEY CONTROL
 BE1398
 BE1398.No superseded survey control is available for this station.
 BE1398
 BE1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU203348(NAD 83)
 BE1398_MARKER: DD = SURVEY DISK
 BE1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1398_STAMPING: 46 76 B31 RM NO 1
 BE1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1398+STABILITY: SURFACE MOTION
 BE1398
 BE1398  HISTORY     - Date     Condition        Report By
 BE1398  HISTORY     - 1976     MONUMENTED       FLDT
 BE1398  HISTORY     - 1977     GOOD             FLDT
 BE1398
 BE1398                          STATION DESCRIPTION
 BE1398
 BE1398'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1398'10.5 MI SE FROM PANAMA CITY BEACH.
 BE1398'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1398'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1398'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1398'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 8.3 MILES AND REFERENCE
 BE1398'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2
 BE1398'INCHES BELOW THE GROUND, ON THE OUTSIDE OF A SHARP CURVE. IT IS 2.2
 BE1398'FEET EAST OF A HIGHWAY SIGN POST, 63.5 FEET NORTHEAST OF CENTER OF
 BE1398'STATE ROUTE 392 AND 23.0 FEET NORTH OF CENTER OF STATE ROUTE 757.
 BE1398'SECTION 16, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1477 ***********************************************************************
 BE1477  DESIGNATION -  46 76 B31 RM 2
 BE1477  PID         -  BE1477
 BE1477  STATE/COUNTY-  FL/BAY
 BE1477  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1477
 BE1477                         *CURRENT SURVEY CONTROL
 BE1477  ___________________________________________________________________
 BE1477* NAD 83(1986)-  30 08 21.     (N)    085 45 01.     (W)     SCALED    
 BE1477* NAVD 88     -         3.326  (meters)      10.91   (feet)  ADJUSTED  
 BE1477  ___________________________________________________________________
 BE1477  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1477  DYNAMIC HT  -           3.322 (meters)      10.90  (feet)  COMP
 BE1477  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BE1477
 BE1477  VERT ORDER  -  SECOND    CLASS II
 BE1477
 BE1477.The horizontal coordinates were scaled from a topographic map and have
 BE1477.an estimated accuracy of +/- 6 seconds.
 BE1477
 BE1477.The orthometric height was determined by differential leveling
 BE1477.and adjusted by the National Geodetic Survey in June 1991..
 BE1477
 BE1477.The geoid height was determined by GEOID03.
 BE1477
 BE1477.The dynamic height is computed by dividing the NAVD 88
 BE1477.geopotential number by the normal gravity value computed on the
 BE1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1477.degrees latitude (g = 980.6199 gals.).
 BE1477
 BE1477.The modeled gravity was interpolated from observed gravity values.
 BE1477
 BE1477;                    North         East    Units  Estimated Accuracy
 BE1477;SPC FL N     -   126,930.      479,540.      MT  (+/- 180 meters Scaled)
 BE1477
 BE1477                          SUPERSEDED SURVEY CONTROL
 BE1477
 BE1477.No superseded survey control is available for this station.
 BE1477
 BE1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU203348(NAD 83)
 BE1477_MARKER: DD = SURVEY DISK
 BE1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1477_STAMPING: 46 76 B31 RM NO 2
 BE1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1477+STABILITY: SURFACE MOTION
 BE1477
 BE1477  HISTORY     - Date     Condition        Report By
 BE1477  HISTORY     - 1976     MONUMENTED       FLDT
 BE1477  HISTORY     - 1977     GOOD             FLDT
 BE1477
 BE1477                          STATION DESCRIPTION
 BE1477
 BE1477'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1477'10.5 MI SE FROM PANAMA CITY BEACH.
 BE1477'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1477'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1477'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1477'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 8.3 MILES AND REFERENCE
 BE1477'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2
 BE1477'INCHES BELOW THE GROUND, ON THE OUTSIDE OF A SHARP CURVE. IT IS 69.0
 BE1477'FEET SOUTH OF CENTER OF STATE ROUTE 757, 27.5 FEET NORTHEAST OF CENTER
 BE1477'OF STATE ROUTE 392, 23.0 FEET SOUTH OF A POWERLINE POLE WITH TWO GUY
 BE1477'WIRES, 2.6 FEET EAST OF A GUY WIRE AND 0.9 FOOT WEST OF A METAL
 BE1477'WITNESS POST.  SECTION 16, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1519 ***********************************************************************
 BE1519  DESIGNATION -  46 76 B32
 BE1519  PID         -  BE1519
 BE1519  STATE/COUNTY-  FL/BAY
 BE1519  USGS QUAD   -  PANAMA CITY (1982)
 BE1519
 BE1519                         *CURRENT SURVEY CONTROL
 BE1519  ___________________________________________________________________
 BE1519* NAD 83(1990)-  30 08 02.32828(N)    085 44 40.21881(W)     ADJUSTED  
 BE1519* NAVD 88     -         6.893  (meters)      22.61   (feet)  ADJUSTED  
 BE1519  ___________________________________________________________________
 BE1519  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BE1519  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1519  DYNAMIC HT  -           6.884 (meters)      22.59  (feet)  COMP
 BE1519  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 BE1519
 BE1519  HORZ ORDER  -  SECOND
 BE1519  VERT ORDER  -  SECOND    CLASS II
 BE1519
 BE1519.The horizontal coordinates were established by classical geodetic methods
 BE1519.and adjusted by the National Geodetic Survey in May 1991..
 BE1519
 BE1519.The orthometric height was determined by differential leveling
 BE1519.and adjusted by the National Geodetic Survey in June 1991..
 BE1519
 BE1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1519
 BE1519.The geoid height was determined by GEOID03.
 BE1519
 BE1519.The dynamic height is computed by dividing the NAVD 88
 BE1519.geopotential number by the normal gravity value computed on the
 BE1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1519.degrees latitude (g = 980.6199 gals.).
 BE1519
 BE1519.The modeled gravity was interpolated from observed gravity values.
 BE1519
 BE1519;                    North         East     Units Scale Factor Converg.
 BE1519;SPC FL N     -   126,353.056   480,092.491   MT  0.99994860   -0 37 31.4
 BE1519;SPC FL N     -   414,543.32  1,575,103.45   sFT  0.99994860   -0 37 31.4
 BE1519;UTM  16      - 3,334,296.808   620,931.413   MT  0.99978043   +0 37 49.3
 BE1519
 BE1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1519!SPC FL N     -   1.00000325  x   0.99994860  =   0.99995185
 BE1519!UTM  16      -   1.00000325  x   0.99978043  =   0.99978368
 BE1519
 BE1519:                Primary Azimuth Mark                     Grid Az
 BE1519:SPC FL N     -  46 76 B33                                138 39 35.2
 BE1519:UTM  16      -  46 76 B33                                137 24 14.5
 BE1519
 BE1519|---------------------------------------------------------------------|
 BE1519| PID    Reference Object                     Distance      Geod. Az  |
 BE1519|                                                           dddmmss.s |
 BE1519| BE1520 46 76 B33                           APPROX. 1.3 KM 1380203.8 |
 BE1519| CW1688 46 76 B32 AZ MK                                    1420054.3 |
 BE1519| BE3685 H 2 FL 77                           470.387 METERS 1430809.5 |
 BE1519| BE1399 46 76 B32 RM 1                       18.705 METERS 22400     |
 BE1519| BE3724 USN STAGE 2 DISH ANTENNA            APPROX. 3.3 KM 2430747.3 |
 BE1519| BE1478 46 76 B32 RM 2                       18.644 METERS 31548     |
 BE1519| BE3687 PANAMA CITY BCH TREAS SHIP          APPROX. 1.3 KM 3413246.7 |
 BE1519|---------------------------------------------------------------------|
 BE1519
 BE1519                          SUPERSEDED SURVEY CONTROL
 BE1519
 BE1519  NAD 83(1986)-  30 08 02.33937(N)    085 44 40.22753(W) AD(       ) 2
 BE1519  NAD 27      -  30 08 01.60760(N)    085 44 40.47623(W) AD(       ) 2
 BE1519  NGVD 29 (07/19/86)    7.03   (m)           23.1    (f) LEVELING    3  
 BE1519
 BE1519.Superseded values are not recommended for survey control.
 BE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1519.See file dsdata.txt to determine how the superseded data were derived.
 BE1519
 BE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2093134297(NAD 83)
 BE1519_MARKER: DD = SURVEY DISK
 BE1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1519_STAMPING: 46 76 B32
 BE1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1519+STABILITY: SURFACE MOTION
 BE1519
 BE1519  HISTORY     - Date     Condition        Report By
 BE1519  HISTORY     - 1977     MONUMENTED       FLDT
 BE1519  HISTORY     - 1977     GOOD             FLDT
 BE1519  HISTORY     - 1980     GOOD             NOS
 BE1519  HISTORY     - 1983     GOOD             NOS
 BE1519
 BE1519                          STATION DESCRIPTION
 BE1519
 BE1519'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1519'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PANAMA CITY AND
 BE1519'ABOUT 10-1/2 MILES SOUTHEAST OF PANAMA CITY BEACH, IN
 BE1519'ST. ANDREWS STATE PARK.
 BE1519'
 BE1519'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1519'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1519'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98
 BE1519'FOR 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT
 BE1519'AND GO SOUTHEAST ON STATE ROUTE 392 FOR 8.6 MILES TO THE
 BE1519'ENTRANCE TO ST. ANDREWS STATE PARK AND STATION APPROXIMATELY
 BE1519'200 FEET SOUTH-SOUTHWEST OF ENTRANCE GATE.
 BE1519'
 BE1519'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1519'BRASS DISK, STAMPED 46 76 B32, SET IN THE TOP OF A ROUND CONCRETE
 BE1519'MONUMENT 6 INCHES BELOW THE GROUND.  IT IS 2.5 FEET NORTH OF A
 BE1519'METAL WITNESS POST, 44.7 FEET EAST OF A CHAIN LINK FENCE WEST
 BE1519'BOUNDARY OF ST. ANDREWS STATE PARK AND 157.0 FEET SOUTH OF SOUTH
 BE1519'CORNER OF FENCE AROUND A GOVERNMENT BUILDING.
 BE1519'
 BE1519'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1519'TRANSPORTATION BRASS DISK, STAMPED 46 76 B32 RM NO 1, SET IN
 BE1519'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 8 INCHES BELOW THE
 BE1519'GROUND.  IT IS 1.5 FEET EAST OF A METAL WITNESS POST, 2.0 FEET
 BE1519'EAST OF A CHAIN LINK FENCE AND 209.0 FEET SOUTH-SOUTHWEST OF
 BE1519'SOUTH CORNER OF FENCE AROUND A GOVERNMENT BUILDING.
 BE1519'
 BE1519'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1519'TRANSPORTATION BRASS DISK, STAMPED 46 76 B32 RM NO 2, SET IN
 BE1519'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1519'THE GROUND.  IT IS 1.2 FEET EAST OF A METAL WITNESS POST, 1.7
 BE1519'FEET EAST OF A CHAIN LINK FENCE AND 123.7 FEET SOUTH-SOUTHWEST
 BE1519'OF SOUTH CORNER OF FENCE AROUND A GOVERNMENT BUILDING.
 BE1519
 BE1519                          STATION RECOVERY (1977)
 BE1519
 BE1519'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1519'4.8 MI S FROM PANAMA CITY.
 BE1519'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1519'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1519'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1519'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1519'PARK AND STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE
 BE1519'MONUMENT 6 INCHES BELOW THE GROUND.  IT IS APPROXIMATELY 200 FEET
 BE1519'SOUTH-SOUTHWEST OF THE ENTRANCE GATE TO ST.K ANDREWS STATE PARK, 157.0
 BE1519'FEET SOUTH OF SOUTH CORNER OF FENCE AROUND A GOVERNMENT BUILDING, 44.7
 BE1519'FEET EAST OF CHAIN LINK FENCE AND 2.5 FEET NORTH OF A METAL WITNESS
 BE1519'POST.  SECTION 15, T 4S, R 15W.
 BE1519
 BE1519                          STATION RECOVERY (1980)
 BE1519
 BE1519'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1519'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1519'DESCRIBED.  THERE IS NOW A WOODEN BOARDWALK FROM BUILDING
 BE1519'105 TO THE AERIS ANTENNA SITES NEAR THE BEACH.  THIS
 BE1519'BOARDWALK PASSES JUST WEST OF THE STATION.
 BE1519'
 BE1519'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS.
 BE1519
 BE1519                          STATION RECOVERY (1983)
 BE1519
 BE1519'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RDC)
 BE1519'THE STATION WAS RECOVERED AT THIS DATE.
 BE1519'THE STATION WAS USED IN A THIRD ORDER TRAVERSE AT WHICH
 BE1519'TIME ITS GEODETIC POSITION WAS VERIFIED.
 BE1519'
 BE1519'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1519'
 BE1519'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1399 ***********************************************************************
 BE1399  DESIGNATION -  46 76 B32 RM 1
 BE1399  PID         -  BE1399
 BE1399  STATE/COUNTY-  FL/BAY
 BE1399  USGS QUAD   -  PANAMA CITY (1982)
 BE1399
 BE1399                         *CURRENT SURVEY CONTROL
 BE1399  ___________________________________________________________________
 BE1399* NAD 83(1986)-  30 08 02.     (N)    085 44 40.     (W)     SCALED    
 BE1399* NAVD 88     -         6.504  (meters)      21.34   (feet)  ADJUSTED  
 BE1399  ___________________________________________________________________
 BE1399  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1399  DYNAMIC HT  -           6.496 (meters)      21.31  (feet)  COMP
 BE1399  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 BE1399
 BE1399  VERT ORDER  -  SECOND    CLASS II
 BE1399
 BE1399.The horizontal coordinates were scaled from a topographic map and have
 BE1399.an estimated accuracy of +/- 6 seconds.
 BE1399
 BE1399.The orthometric height was determined by differential leveling
 BE1399.and adjusted by the National Geodetic Survey in June 1991..
 BE1399
 BE1399.The geoid height was determined by GEOID03.
 BE1399
 BE1399.The dynamic height is computed by dividing the NAVD 88
 BE1399.geopotential number by the normal gravity value computed on the
 BE1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1399.degrees latitude (g = 980.6199 gals.).
 BE1399
 BE1399.The modeled gravity was interpolated from observed gravity values.
 BE1399
 BE1399;                    North         East    Units  Estimated Accuracy
 BE1399;SPC FL N     -   126,340.      480,100.      MT  (+/- 180 meters Scaled)
 BE1399
 BE1399                          SUPERSEDED SURVEY CONTROL
 BE1399
 BE1399.No superseded survey control is available for this station.
 BE1399
 BE1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU209342(NAD 83)
 BE1399_MARKER: DD = SURVEY DISK
 BE1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1399_STAMPING: 46 76 B32 RM NO 1
 BE1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1399+STABILITY: SURFACE MOTION
 BE1399
 BE1399  HISTORY     - Date     Condition        Report By
 BE1399  HISTORY     - 1976     MONUMENTED       FLDT
 BE1399  HISTORY     - 1977     GOOD             FLDT
 BE1399
 BE1399                          STATION DESCRIPTION
 BE1399
 BE1399'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1399'4.8 MI S FROM PANAMA CITY.
 BE1399'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1399'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1399'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1399'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1399'PARK AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE
 BE1399'CONCRETE MONUMENT 8 INCHES BELOW THE GROUND.  IT IS APPROXIMATELY 200
 BE1399'FEET SOUTHWEST OF THE ENTRANCE GATE TO ST. ANDREWS STATE PARK, 209.0
 BE1399'FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF FENCE AROUND A GOVERNMENT
 BE1399'BUILDING, 2.0 FEET EAST OF A CHAIN LINK FENCE AND 1.5 FEET EAST OF A
 BE1399'METAL WITNESS POST.  SECTION 15, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1478 ***********************************************************************
 BE1478  DESIGNATION -  46 76 B32 RM 2
 BE1478  PID         -  BE1478
 BE1478  STATE/COUNTY-  FL/BAY
 BE1478  USGS QUAD   -  PANAMA CITY (1982)
 BE1478
 BE1478                         *CURRENT SURVEY CONTROL
 BE1478  ___________________________________________________________________
 BE1478* NAD 83(1986)-  30 08 02.     (N)    085 44 40.     (W)     SCALED    
 BE1478* NAVD 88     -         6.817  (meters)      22.37   (feet)  ADJUSTED  
 BE1478  ___________________________________________________________________
 BE1478  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1478  DYNAMIC HT  -           6.808 (meters)      22.34  (feet)  COMP
 BE1478  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 BE1478
 BE1478  VERT ORDER  -  SECOND    CLASS II
 BE1478
 BE1478.The horizontal coordinates were scaled from a topographic map and have
 BE1478.an estimated accuracy of +/- 6 seconds.
 BE1478
 BE1478.The orthometric height was determined by differential leveling
 BE1478.and adjusted by the National Geodetic Survey in June 1991..
 BE1478
 BE1478.The geoid height was determined by GEOID03.
 BE1478
 BE1478.The dynamic height is computed by dividing the NAVD 88
 BE1478.geopotential number by the normal gravity value computed on the
 BE1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1478.degrees latitude (g = 980.6199 gals.).
 BE1478
 BE1478.The modeled gravity was interpolated from observed gravity values.
 BE1478
 BE1478;                    North         East    Units  Estimated Accuracy
 BE1478;SPC FL N     -   126,340.      480,100.      MT  (+/- 180 meters Scaled)
 BE1478
 BE1478                          SUPERSEDED SURVEY CONTROL
 BE1478
 BE1478.No superseded survey control is available for this station.
 BE1478
 BE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU209342(NAD 83)
 BE1478_MARKER: DD = SURVEY DISK
 BE1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1478_STAMPING: 46 76 B32 RM NO 2
 BE1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1478+STABILITY: SURFACE MOTION
 BE1478
 BE1478  HISTORY     - Date     Condition        Report By
 BE1478  HISTORY     - 1976     MONUMENTED       FLDT
 BE1478  HISTORY     - 1977     GOOD             FLDT
 BE1478
 BE1478                          STATION DESCRIPTION
 BE1478
 BE1478'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1478'4.8 MI S FROM PANAMA CITY.
 BE1478'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1478'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1478'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1478'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1478'PARK AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE
 BE1478'CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS APPROXIMATELY 250
 BE1478'FEET SOUTH-SOUTHWEST OF ENTRANCE GATE TO ST. ANDREWS STATE PARK, 123.7
 BE1478'FEET SOUTH-SOUTHWEST OF SOUTH CORNER OF FENCE AROUND A GOVERNMENT
 BE1478'BUILDING, 1.7 FEET EAST OF A CHAIN LINK FENCE AND 1.2 FEET EAST OF A
 BE1478'METAL WITNESS POST.  SECTION 15, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1520 ***********************************************************************
 BE1520  DESIGNATION -  46 76 B33
 BE1520  PID         -  BE1520
 BE1520  STATE/COUNTY-  FL/BAY
 BE1520  USGS QUAD   -  PANAMA CITY (1982)
 BE1520
 BE1520                         *CURRENT SURVEY CONTROL
 BE1520  ___________________________________________________________________
 BE1520* NAD 83(1990)-  30 07 30.95557(N)    085 44 07.76392(W)     ADJUSTED  
 BE1520* NAVD 88     -         7.991  (meters)      26.22   (feet)  ADJUSTED  
 BE1520  ___________________________________________________________________
 BE1520  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BE1520  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1520  DYNAMIC HT  -           7.980 (meters)      26.18  (feet)  COMP
 BE1520  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 BE1520
 BE1520  HORZ ORDER  -  SECOND
 BE1520  VERT ORDER  -  SECOND    CLASS II
 BE1520
 BE1520.The horizontal coordinates were established by classical geodetic methods
 BE1520.and adjusted by the National Geodetic Survey in May 1991..
 BE1520
 BE1520.The orthometric height was determined by differential leveling
 BE1520.and adjusted by the National Geodetic Survey in June 1991..
 BE1520
 BE1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1520
 BE1520.The geoid height was determined by GEOID03.
 BE1520
 BE1520.The dynamic height is computed by dividing the NAVD 88
 BE1520.geopotential number by the normal gravity value computed on the
 BE1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1520.degrees latitude (g = 980.6199 gals.).
 BE1520
 BE1520.The modeled gravity was interpolated from observed gravity values.
 BE1520
 BE1520;                    North         East     Units Scale Factor Converg.
 BE1520;SPC FL N     -   125,377.657   480,950.604   MT  0.99994870   -0 37 15.1
 BE1520;SPC FL N     -   411,343.20  1,577,918.77   sFT  0.99994870   -0 37 15.1
 BE1520;UTM  16      - 3,333,340.608   621,810.548   MT  0.99978306   +0 38 05.0
 BE1520
 BE1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1520!SPC FL N     -   1.00000308  x   0.99994870  =   0.99995178
 BE1520!UTM  16      -   1.00000308  x   0.99978306  =   0.99978614
 BE1520
 BE1520|---------------------------------------------------------------------|
 BE1520| PID    Reference Object                     Distance      Geod. Az  |
 BE1520|                                                           dddmmss.s |
 BE1520| BE1400 46 76 B33 RM 1                       23.939 METERS 13010     |
 BE1520| BE3724 USN STAGE 2 DISH ANTENNA            APPROX. 3.8 KM 2621707.9 |
 BE1520| BE1479 46 76 B33 RM 2                       20.162 METERS 33426     |
 BE1520|---------------------------------------------------------------------|
 BE1520
 BE1520                          SUPERSEDED SURVEY CONTROL
 BE1520
 BE1520  NAD 83(1986)-  30 07 30.96675(N)    085 44 07.77237(W) AD(       ) 2
 BE1520  NAD 27      -  30 07 30.23550(N)    085 44 08.02218(W) AD(       ) 2
 BE1520  NGVD 29 (07/19/86)    8.12   (m)           26.6    (f) LEVELING    3  
 BE1520
 BE1520.Superseded values are not recommended for survey control.
 BE1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1520.See file dsdata.txt to determine how the superseded data were derived.
 BE1520
 BE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2181133341(NAD 83)
 BE1520_MARKER: DD = SURVEY DISK
 BE1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1520_STAMPING: 46 76 B33
 BE1520_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1520+STABILITY: SURFACE MOTION
 BE1520
 BE1520  HISTORY     - Date     Condition        Report By
 BE1520  HISTORY     - 1976     MONUMENTED       FLDT
 BE1520  HISTORY     - 1977     GOOD             FLDT
 BE1520  HISTORY     - 1980     GOOD             NOS
 BE1520  HISTORY     - 1983     GOOD             NOS
 BE1520
 BE1520                          STATION DESCRIPTION
 BE1520
 BE1520'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1520'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF PANAMA CITY AND
 BE1520'ABOUT 11-1/2 MILES SOUTHEAST OF PANAMA CITY BEACH, IN ST. ANDREWS
 BE1520'STATE PARK.
 BE1520'
 BE1520'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1520'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1520'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1520'2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT AND
 BE1520'GO SOUTHEAST ON STATE ROUTE 392 FOR 8.6 MILES TO THE ENTRANCE
 BE1520'TO ST. ANDREWS STATE PARK, CONTINUE IN A SOUTHEASTERLY DIRECTION
 BE1520'ON PARK ROAD FOR 1.4 MILES TO SHOWER HOUSE BUILDING NUMBER 40
 BE1520'AND STATION BETWEEN SHOWER HOUSE AND GULF OF MEXICO.
 BE1520'
 BE1520'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1520'BRASS DISK, STAMPED 46 76 B33, SET IN THE TOP OF A ROUND CONCRETE
 BE1520'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 2.5 FEET NORTH OF A
 BE1520'METAL WITNESS POST, 11.0 FEET NORTH OF SOUTH EDGE OF SAND DUNE,
 BE1520'50.0 FEET WEST OF WEST SIDE OF WOODEN WALK AND 87.0 FEET SOUTH
 BE1520'OF SOUTHWEST CORNER OF SHOWER HOUSE.
 BE1520'
 BE1520'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1520'TRANSPORTATION BRASS DISK, STAMPED 46 76 B33 RM NO1, SET IN THE
 BE1520'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1520'GROUND.  IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST, 20.5 FEET
 BE1520'EAST OF EAST SIDE OF WOODEN WALK TO BEACH, 29.0 FEET NORTH OF
 BE1520'SOUTHEDGE OF SAND DUNE AND 63.5 FEET SOUTH OF THE SOUTHEAST
 BE1520'CORNER OF SHOWER HOUSE.
 BE1520'
 BE1520'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1520'TRANSPORTATION BRASS DISK, STAMPED 46 76 B33 RM NO2, SET IN THE
 BE1520'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1520'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 38.0
 BE1520'FEET NORTH OF SOUTH EDGE OF SAND DUNE, 110.0 FEET SOUTHWEST OF
 BE1520'SOUTHWEST CORNER OF SHOWER HOUSE AND 114.0 FEET WEST OF WEST
 BE1520'SIDE OF WOODEN WALK TO BEACH.
 BE1520
 BE1520                          STATION RECOVERY (1977)
 BE1520
 BE1520'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1520'6.1 MI SE FROM PANAMA CITY.
 BE1520'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1520'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1520'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1520'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE OF ST. ANDREWS STATE
 BE1520'PARK.  CONTINUE IN A SOUTHEASTERLY DIRECTION ON PARK ROAD FOR ABOUT
 BE1520'1.3 MILES TO SHOWER HOUSE NUMBER 40 AND STATION MARK.  WHICH IS SET IN
 BE1520'THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW THE GROUND. IT IS
 BE1520'87.0 FEET SOUTH OF THE SOUTHWEST CORNER OF SHOWER HOUSE, 50.0 FEET
 BE1520'WEST OF WEST SIDE OF WOODEN WALK TO BEACH, 11.0 FEET NORTH OF SOUTH
 BE1520'EDGE OF SAND DUNE AND 2.5 FEET NORTH OF A METAL WITNESS POST. SECTION
 BE1520'22, T 4S, R 15W.
 BE1520
 BE1520                          STATION RECOVERY (1980)
 BE1520
 BE1520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1520'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1520'DESCRIBED.
 BE1520'
 BE1520'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 BE1520
 BE1520                          STATION RECOVERY (1983)
 BE1520
 BE1520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RDC)
 BE1520'THE STATION WAS RECOVERED AT THIS DATE.
 BE1520'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 BE1520'
 BE1520'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1520'
 BE1520'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1400 ***********************************************************************
 BE1400  DESIGNATION -  46 76 B33 RM 1
 BE1400  PID         -  BE1400
 BE1400  STATE/COUNTY-  FL/BAY
 BE1400  USGS QUAD   -  PANAMA CITY (1982)
 BE1400
 BE1400                         *CURRENT SURVEY CONTROL
 BE1400  ___________________________________________________________________
 BE1400* NAD 83(1986)-  30 07 31.     (N)    085 44 08.     (W)     SCALED    
 BE1400* NAVD 88     -         6.540  (meters)      21.46   (feet)  ADJUSTED  
 BE1400  ___________________________________________________________________
 BE1400  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1400  DYNAMIC HT  -           6.531 (meters)      21.43  (feet)  COMP
 BE1400  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 BE1400
 BE1400  VERT ORDER  -  SECOND    CLASS II
 BE1400
 BE1400.The horizontal coordinates were scaled from a topographic map and have
 BE1400.an estimated accuracy of +/- 6 seconds.
 BE1400
 BE1400.The orthometric height was determined by differential leveling
 BE1400.and adjusted by the National Geodetic Survey in June 1991..
 BE1400
 BE1400.The geoid height was determined by GEOID03.
 BE1400
 BE1400.The dynamic height is computed by dividing the NAVD 88
 BE1400.geopotential number by the normal gravity value computed on the
 BE1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1400.degrees latitude (g = 980.6199 gals.).
 BE1400
 BE1400.The modeled gravity was interpolated from observed gravity values.
 BE1400
 BE1400;                    North         East    Units  Estimated Accuracy
 BE1400;SPC FL N     -   125,380.      480,940.      MT  (+/- 180 meters Scaled)
 BE1400
 BE1400                          SUPERSEDED SURVEY CONTROL
 BE1400
 BE1400.No superseded survey control is available for this station.
 BE1400
 BE1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU218333(NAD 83)
 BE1400_MARKER: DD = SURVEY DISK
 BE1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1400_STAMPING: 46 76 B33 RM NO 1
 BE1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1400+STABILITY: SURFACE MOTION
 BE1400
 BE1400  HISTORY     - Date     Condition        Report By
 BE1400  HISTORY     - 1976     MONUMENTED       FLDT
 BE1400  HISTORY     - 1977     GOOD             FLDT
 BE1400
 BE1400                          STATION DESCRIPTION
 BE1400
 BE1400'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1400'6.1 MI SE FROM PANAMA CITY.
 BE1400'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1400'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1400'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1400'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1400'PARK.  CONTINUE IN A SOUTHEASTERLY DIRECTION ON PARK ROAD FOR ABOUT
 BE1400'1.3 MILES TO SHOWER HOUSE NUMBER 40 AND REFERENCE MARK.  WHICH IS SET
 BE1400'IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1400'GROUND.  IT IS 63.5 FEET SOUTH OF THE SOUTHEAST CORNER OF SHOWER
 BE1400'HOUSE, 29.0 FEET NORTH OF SOUTH EDGE OF SAND DUNE, 20.5 FEET EAST OF
 BE1400'EAST EDGE OF WOODEN WALK TO BEACH AND 1.5 FEET SOUTH OF A METAL
 BE1400'WITNESS POST.  SECTION 22, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1479 ***********************************************************************
 BE1479  DESIGNATION -  46 76 B33 RM 2
 BE1479  PID         -  BE1479
 BE1479  STATE/COUNTY-  FL/BAY
 BE1479  USGS QUAD   -  PANAMA CITY (1982)
 BE1479
 BE1479                         *CURRENT SURVEY CONTROL
 BE1479  ___________________________________________________________________
 BE1479* NAD 83(1986)-  30 07 31.     (N)    085 44 08.     (W)     SCALED    
 BE1479* NAVD 88     -         6.897  (meters)      22.63   (feet)  ADJUSTED  
 BE1479  ___________________________________________________________________
 BE1479  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1479  DYNAMIC HT  -           6.888 (meters)      22.60  (feet)  COMP
 BE1479  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 BE1479
 BE1479  VERT ORDER  -  SECOND    CLASS II
 BE1479
 BE1479.The horizontal coordinates were scaled from a topographic map and have
 BE1479.an estimated accuracy of +/- 6 seconds.
 BE1479
 BE1479.The orthometric height was determined by differential leveling
 BE1479.and adjusted by the National Geodetic Survey in June 1991..
 BE1479
 BE1479.The geoid height was determined by GEOID03.
 BE1479
 BE1479.The dynamic height is computed by dividing the NAVD 88
 BE1479.geopotential number by the normal gravity value computed on the
 BE1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1479.degrees latitude (g = 980.6199 gals.).
 BE1479
 BE1479.The modeled gravity was interpolated from observed gravity values.
 BE1479
 BE1479;                    North         East    Units  Estimated Accuracy
 BE1479;SPC FL N     -   125,380.      480,940.      MT  (+/- 180 meters Scaled)
 BE1479
 BE1479                          SUPERSEDED SURVEY CONTROL
 BE1479
 BE1479.No superseded survey control is available for this station.
 BE1479
 BE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU218333(NAD 83)
 BE1479_MARKER: DD = SURVEY DISK
 BE1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1479_STAMPING: 46 76 B33 RM NO 2
 BE1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1479+STABILITY: SURFACE MOTION
 BE1479
 BE1479  HISTORY     - Date     Condition        Report By
 BE1479  HISTORY     - 1976     MONUMENTED       FLDT
 BE1479  HISTORY     - 1977     GOOD             FLDT
 BE1479
 BE1479                          STATION DESCRIPTION
 BE1479
 BE1479'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1479'6.1 MI SE FROM PANAMA CITY.
 BE1479'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1479'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1479'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1479'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE OF ST. ANDREWS STATE
 BE1479'PARK.  CONTINUE IN A SOUTHEASTERLY DIRECTION ON PARK ROAD FOR ABOUT
 BE1479'1.3 MILES TO SHOWER HOUSE NUMBER 40 AND REFERENCE MARK.  WHICH IS SET
 BE1479'IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1479'GROUND.  IT IS 114.0 FEET WEST OF WEST SIDE OF WOODEN WALK, 110.0 FEET
 BE1479'SOUTHWEST OF SOUTHWEST CORNER OF SHOWER HOUSE, 38.0 FEET NORTH OF
 BE1479'SOUTH EDGE OF SAND DUNE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 BE1479'SECTION 22, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1521 ***********************************************************************
 BE1521  DESIGNATION -  46 76 B34
 BE1521  PID         -  BE1521
 BE1521  STATE/COUNTY-  FL/BAY
 BE1521  USGS QUAD   -  BEACON BEACH (1994)
 BE1521
 BE1521                         *CURRENT SURVEY CONTROL
 BE1521  ___________________________________________________________________
 BE1521* NAD 83(1990)-  30 07 04.64093(N)    085 43 44.31692(W)     ADJUSTED  
 BE1521* NAVD 88     -         4.547  (meters)      14.92   (feet)  ADJUSTED  
 BE1521  ___________________________________________________________________
 BE1521  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BE1521  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1521  DYNAMIC HT  -           4.541 (meters)      14.90  (feet)  COMP
 BE1521  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 BE1521
 BE1521  HORZ ORDER  -  SECOND
 BE1521  VERT ORDER  -  SECOND    CLASS II
 BE1521
 BE1521.The horizontal coordinates were established by classical geodetic methods
 BE1521.and adjusted by the National Geodetic Survey in May 1991..
 BE1521
 BE1521.The orthometric height was determined by differential leveling
 BE1521.and adjusted by the National Geodetic Survey in June 1991..
 BE1521
 BE1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1521
 BE1521.The geoid height was determined by GEOID03.
 BE1521
 BE1521.The dynamic height is computed by dividing the NAVD 88
 BE1521.geopotential number by the normal gravity value computed on the
 BE1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1521.degrees latitude (g = 980.6199 gals.).
 BE1521
 BE1521.The modeled gravity was interpolated from observed gravity values.
 BE1521
 BE1521;                    North         East     Units Scale Factor Converg.
 BE1521;SPC FL N     -   124,560.658   481,569.432   MT  0.99994880   -0 37 03.3
 BE1521;SPC FL N     -   408,662.76  1,579,949.04   sFT  0.99994880   -0 37 03.3
 BE1521;UTM  16      - 3,332,537.497   622,447.023   MT  0.99978498   +0 38 16.3
 BE1521
 BE1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1521!SPC FL N     -   1.00000362  x   0.99994880  =   0.99995242
 BE1521!UTM  16      -   1.00000362  x   0.99978498  =   0.99978860
 BE1521
 BE1521|---------------------------------------------------------------------|
 BE1521| PID    Reference Object                     Distance      Geod. Az  |
 BE1521|                                                           dddmmss.s |
 BE1521| BE1401 46 76 B34 RM 1                       24.095 METERS 04654     |
 BE1521| CW3005 EAST BEACH                                         1253634.9 |
 BE1521| BE1480 46 76 B34 RM 2                       18.815 METERS 13746     |
 BE1521|---------------------------------------------------------------------|
 BE1521
 BE1521                          SUPERSEDED SURVEY CONTROL
 BE1521
 BE1521  NAD 83(1986)-  30 07 04.65222(N)    085 43 44.32542(W) AD(       ) 2
 BE1521  NAD 27      -  30 07 03.92117(N)    085 43 44.57594(W) AD(       ) 2
 BE1521  NGVD 29 (07/19/86)    4.68   (m)           15.4    (f) LEVELING    3  
 BE1521
 BE1521.Superseded values are not recommended for survey control.
 BE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1521.See file dsdata.txt to determine how the superseded data were derived.
 BE1521
 BE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2244732537(NAD 83)
 BE1521_MARKER: DD = SURVEY DISK
 BE1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1521_STAMPING: 46 76 B34
 BE1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1521+STABILITY: SURFACE MOTION
 BE1521
 BE1521  HISTORY     - Date     Condition        Report By
 BE1521  HISTORY     - 1976     MONUMENTED       FLDT
 BE1521  HISTORY     - 1977     GOOD             FLDT
 BE1521  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1521
 BE1521                          STATION DESCRIPTION
 BE1521
 BE1521'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1521'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF PANAMA CITY
 BE1521'AND ABOUT 9 MILES WEST OF CALLAWAY, ON TOP OF A SAND DUNE, NEAR
 BE1521'THE NORTHWEST END OF SHELL ISLAND, ON THE SOUTHWEST SIDE OF
 BE1521'ISLAND OR GULF OF MEXICO SIDE.
 BE1521'
 BE1521'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  BOAT CAN BE
 BE1521'DOCKED ON THE EAST SIDE OF THE SOUTHEAST ROCK JETTY OF GRANTS
 BE1521'CUT.
 BE1521'
 BE1521'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1521'BRASS DISK, STAMPED 46 76 B34, SET IN THE TOP OF A ROUND
 BE1521'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 3.2 FEET SOUTH
 BE1521'OF A METAL WITNESS POST, 26.0 FEET EAST OF EAST GRASS LINE OF
 BE1521'SAND DUNE, 55.0 FEET NORTH OF SOUTH GRASS LINE, APPROXIMATELY
 BE1521'100.0 FEET NORTH OF HIGH TIDE MARK AND APPROXIMATELY 377.0 FEET
 BE1521'EAST OF EAST ROCK JETTY OF GRANTS CUT.
 BE1521'
 BE1521'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1521'TRANSPORTATION BRASS DISK, STAMPED 46 76 B34 RM NO1, SET IN
 BE1521'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BE1521'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 BE1521'APPROXIMATELY 377.0 FEET EAST OF EAST ROCK JETTY OF GRANTS CUT.
 BE1521'
 BE1521'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1521'TRANSPORTATION BRASS DISK, STAMPED 46 76 B34 RM NO2, SET IN THE
 BE1521'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BE1521'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 48.0
 BE1521'FEET NORTH OF SOUTH EDGE OF GRASS LINE OF SAND DUNE AND
 BE1521'APPROXIMATELY 100.0 FEET NORTH OF HIGH TIDE MARK.
 BE1521'
 BE1521'EAST BEACH 1937 USED FOR AZIMUTH MARK.  TO REACH FROM STATION,
 BE1521'GO IN A SOUTHEAST DIRECTION BY FOOT FOR 0.4 MILE AND AZIMUTH
 BE1521'MARK.  AZIMUTH MARK IS A STANDARD, U.S. ENGINEER BRASS DISK,
 BE1521'STAMPED EAST BEACH 1937, SET IN THE TOP OF IRON PIPE FILLED
 BE1521'WITH CONCRETE PROJECTING 14 INCHES ABOVE THE GROUND.  IT IS 15
 BE1521'FEET SOUTHWEST OF TOP OF SAND DUNE, 49 FEET WEST OF CENTER OF
 BE1521'GAP IN SAND DUNE LINE AND APPROXIMATELY 18.0 FEET NORTH OF SAND
 BE1521'DUNE LINE.
 BE1521
 BE1521                          STATION RECOVERY (1977)
 BE1521
 BE1521'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1521'5.5 MI SW FROM PANAMA CITY.
 BE1521'STATION MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1521'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1521'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT GO SOUTHEAST BY FOOT
 BE1521'FOR APPROXIMATELY 400 FEET TO TOP OF SAND DUNE, NEAR THE GULF OF
 BE1521'MEXICO SIDE OF ISLAND AND STATION MARK.  WHICH IS SET IN THE TOP OF A
 BE1521'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS APPROXIMATELY
 BE1521'377 FEET EAST OF ROCK JETTY, ABOUT 100 FEET NORTH OF HIGH TIDE MARK,
 BE1521'55.0 FEET NORTH OF SOUTH GRASS LINE OF SAND DUNE, 26.0 FEET EAST OF
 BE1521'EAST GRASS LINE OF SAND DUNE AND 3.2 FEET SOUTH OF A METAL WITNESS
 BE1521'POST.  SECTION 26, T 4S, R 15W.
 BE1521
 BE1521                          STATION RECOVERY (1988)
 BE1521
 BE1521'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1401 ***********************************************************************
 BE1401  DESIGNATION -  46 76 B34 RM 1
 BE1401  PID         -  BE1401
 BE1401  STATE/COUNTY-  FL/BAY
 BE1401  USGS QUAD   -  BEACON BEACH (1994)
 BE1401
 BE1401                         *CURRENT SURVEY CONTROL
 BE1401  ___________________________________________________________________
 BE1401* NAD 83(1986)-  30 07 04.     (N)    085 43 44.     (W)     SCALED    
 BE1401* NAVD 88     -         3.589  (meters)      11.77   (feet)  ADJUSTED  
 BE1401  ___________________________________________________________________
 BE1401  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1401  DYNAMIC HT  -           3.585 (meters)      11.76  (feet)  COMP
 BE1401  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BE1401
 BE1401  VERT ORDER  -  SECOND    CLASS II
 BE1401
 BE1401.The horizontal coordinates were scaled from a topographic map and have
 BE1401.an estimated accuracy of +/- 6 seconds.
 BE1401
 BE1401.The orthometric height was determined by differential leveling
 BE1401.and adjusted by the National Geodetic Survey in June 1991..
 BE1401
 BE1401.The geoid height was determined by GEOID03.
 BE1401
 BE1401.The dynamic height is computed by dividing the NAVD 88
 BE1401.geopotential number by the normal gravity value computed on the
 BE1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1401.degrees latitude (g = 980.6199 gals.).
 BE1401
 BE1401.The modeled gravity was interpolated from observed gravity values.
 BE1401
 BE1401;                    North         East    Units  Estimated Accuracy
 BE1401;SPC FL N     -   124,540.      481,580.      MT  (+/- 180 meters Scaled)
 BE1401
 BE1401                          SUPERSEDED SURVEY CONTROL
 BE1401
 BE1401.No superseded survey control is available for this station.
 BE1401
 BE1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU224325(NAD 83)
 BE1401_MARKER: DD = SURVEY DISK
 BE1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1401_STAMPING: 46 76 B34 RM NO 1
 BE1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1401+STABILITY: SURFACE MOTION
 BE1401
 BE1401  HISTORY     - Date     Condition        Report By
 BE1401  HISTORY     - 1976     MONUMENTED       FLDT
 BE1401  HISTORY     - 1977     GOOD             FLDT
 BE1401  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1401
 BE1401                          STATION DESCRIPTION
 BE1401
 BE1401'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1401'5.5 MI SW FROM PANAMA CITY.
 BE1401'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1401'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1401'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT, GO SOUTHEAST BY FOOT
 BE1401'FOR APPROXIMATELY 400 FEET TO TOP OF SAND DUNE, NEAR THE GULF OF
 BE1401'MEXICO SIDE OF ISLAND AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 BE1401'A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BE1401'ABOUT 377 FEET EAST OF ROCK JETTY AND 1.0 FOOT SOUTH OF A METAL
 BE1401'WITNESS POST.  SECTION 26, T 4S, R 15W.
 BE1401
 BE1401                          STATION RECOVERY (1988)
 BE1401
 BE1401'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1480 ***********************************************************************
 BE1480  DESIGNATION -  46 76 B34 RM 2
 BE1480  PID         -  BE1480
 BE1480  STATE/COUNTY-  FL/BAY
 BE1480  USGS QUAD   -  BEACON BEACH (1994)
 BE1480
 BE1480                         *CURRENT SURVEY CONTROL
 BE1480  ___________________________________________________________________
 BE1480* NAD 83(1986)-  30 07 04.     (N)    085 43 44.     (W)     SCALED    
 BE1480* NAVD 88     -         3.785  (meters)      12.42   (feet)  ADJUSTED  
 BE1480  ___________________________________________________________________
 BE1480  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1480  DYNAMIC HT  -           3.780 (meters)      12.40  (feet)  COMP
 BE1480  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BE1480
 BE1480  VERT ORDER  -  SECOND    CLASS II
 BE1480
 BE1480.The horizontal coordinates were scaled from a topographic map and have
 BE1480.an estimated accuracy of +/- 6 seconds.
 BE1480
 BE1480.The orthometric height was determined by differential leveling
 BE1480.and adjusted by the National Geodetic Survey in June 1991..
 BE1480
 BE1480.The geoid height was determined by GEOID03.
 BE1480
 BE1480.The dynamic height is computed by dividing the NAVD 88
 BE1480.geopotential number by the normal gravity value computed on the
 BE1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1480.degrees latitude (g = 980.6199 gals.).
 BE1480
 BE1480.The modeled gravity was interpolated from observed gravity values.
 BE1480
 BE1480;                    North         East    Units  Estimated Accuracy
 BE1480;SPC FL N     -   124,540.      481,580.      MT  (+/- 180 meters Scaled)
 BE1480
 BE1480                          SUPERSEDED SURVEY CONTROL
 BE1480
 BE1480.No superseded survey control is available for this station.
 BE1480
 BE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU224325(NAD 83)
 BE1480_MARKER: DD = SURVEY DISK
 BE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1480_STAMPING: 46 76 B34 RM NO 2
 BE1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1480+STABILITY: SURFACE MOTION
 BE1480
 BE1480  HISTORY     - Date     Condition        Report By
 BE1480  HISTORY     - 1976     MONUMENTED       FLDT
 BE1480  HISTORY     - 1977     GOOD             FLDT
 BE1480  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1480
 BE1480                          STATION DESCRIPTION
 BE1480
 BE1480'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1480'5.5 MI SW FROM PANAMA CITY.
 BE1480'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1480'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST JETTY OF
 BE1480'GRANTS CUT.  TO REACH FROM THIS POINT GO SOUTHEAST BY FOOT FOR ABOUT
 BE1480'400 FEET TO TOP OF SAND DUNE, NEAR THE GULF OF MEXICO SIDE OF ISLAND
 BE1480'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1480'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ABOUT 100 FEET NORTH
 BE1480'OF HIGH TIDE MARK, 48.0 FEET NORTH OF SOUTH EDGE OF GRASS LINE OF SAND
 BE1480'DUNE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 26, T 4S, R
 BE1480'15W.
 BE1480
 BE1480                          STATION RECOVERY (1988)
 BE1480
 BE1480'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1522 ***********************************************************************
 BE1522  DESIGNATION -  46 76 B35
 BE1522  PID         -  BE1522
 BE1522  STATE/COUNTY-  FL/BAY
 BE1522  USGS QUAD   -  BEACON BEACH (1994)
 BE1522
 BE1522                         *CURRENT SURVEY CONTROL
 BE1522  ___________________________________________________________________
 BE1522* NAD 83(1990)-  30 06 32.21623(N)    085 42 54.90547(W)     ADJUSTED  
 BE1522* NAVD 88     -         5.764  (meters)      18.91   (feet)  ADJUSTED  
 BE1522  ___________________________________________________________________
 BE1522  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BE1522  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1522  DYNAMIC HT  -           5.757 (meters)      18.89  (feet)  COMP
 BE1522  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 BE1522
 BE1522  HORZ ORDER  -  SECOND
 BE1522  VERT ORDER  -  SECOND    CLASS II
 BE1522
 BE1522.The horizontal coordinates were established by classical geodetic methods
 BE1522.and adjusted by the National Geodetic Survey in May 1991..
 BE1522
 BE1522.The orthometric height was determined by differential leveling
 BE1522.and adjusted by the National Geodetic Survey in June 1991..
 BE1522
 BE1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1522
 BE1522.The geoid height was determined by GEOID03.
 BE1522
 BE1522.The dynamic height is computed by dividing the NAVD 88
 BE1522.geopotential number by the normal gravity value computed on the
 BE1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1522.degrees latitude (g = 980.6199 gals.).
 BE1522
 BE1522.The modeled gravity was interpolated from observed gravity values.
 BE1522
 BE1522;                    North         East     Units Scale Factor Converg.
 BE1522;SPC FL N     -   123,548.139   482,881.391   MT  0.99994895   -0 36 38.5
 BE1522;SPC FL N     -   405,340.85  1,584,253.36   sFT  0.99994895   -0 36 38.5
 BE1522;UTM  16      - 3,331,554.123   623,780.634   MT  0.99978903   +0 38 40.5
 BE1522
 BE1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1522!SPC FL N     -   1.00000343  x   0.99994895  =   0.99995238
 BE1522!UTM  16      -   1.00000343  x   0.99978903  =   0.99979246
 BE1522
 BE1522:                Primary Azimuth Mark                     Grid Az
 BE1522:SPC FL N     -  46 76 B35 AZ MK                          130 20 20.0
 BE1522:UTM  16      -  46 76 B35 AZ MK                          129 05 01.0
 BE1522
 BE1522|---------------------------------------------------------------------|
 BE1522| PID    Reference Object                     Distance      Geod. Az  |
 BE1522|                                                           dddmmss.s |
 BE1522| CW1689 46 76 B35 AZ MK                                    1294341.5 |
 BE1522| BE1402 46 76 B35 RM 1                       13.787 METERS 15110     |
 BE1522| BE1481 46 76 B35 RM 2                       20.450 METERS 26302     |
 BE1522|---------------------------------------------------------------------|
 BE1522
 BE1522                          SUPERSEDED SURVEY CONTROL
 BE1522
 BE1522  NAD 83(1986)-  30 06 32.22771(N)    085 42 54.91433(W) AD(       ) 2
 BE1522  NAD 27      -  30 06 31.49720(N)    085 42 55.16721(W) AD(       ) 2
 BE1522  NGVD 29 (07/19/86)    5.90   (m)           19.4    (f) LEVELING    3  
 BE1522
 BE1522.Superseded values are not recommended for survey control.
 BE1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1522.See file dsdata.txt to determine how the superseded data were derived.
 BE1522
 BE1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2378131554(NAD 83)
 BE1522_MARKER: DD = SURVEY DISK
 BE1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1522_STAMPING: 46 76 B35
 BE1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1522+STABILITY: SURFACE MOTION
 BE1522
 BE1522  HISTORY     - Date     Condition        Report By
 BE1522  HISTORY     - 1976     MONUMENTED       FLDT
 BE1522  HISTORY     - 1977     GOOD             FLDT
 BE1522
 BE1522                          STATION DESCRIPTION
 BE1522
 BE1522'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1522'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF PANAMA CITY AND
 BE1522'ABOUT 8 MILES WEST-SOUTHWEST OF CALLAWAY, ON TOP OF A SAND DUNE, ON
 BE1522'THE GULF OF MEXICO SIDE OF SHELL ISLAND.
 BE1522'
 BE1522'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  BOAT CAN BE
 BE1522'DOCKED AT THE EAST SIDE OF THE EAST JETTY OF GRANTS CUT.  TO REACH
 BE1522'STATION FROM THIS POINT TRAVEL BY FOOT IN A SOUTHEAST DIRECTION
 BE1522'ALONG BEACH FOR 1.05 MILE AND STATION.
 BE1522'
 BE1522'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1522'TRANSPORTATION BRASS DISK, STAMPED 46 76 B35, SET IN THE TOP OF A
 BE1522'ROUND CONCRETE MONUMENT FLUSH WITH TOP OF GROUND.  IT IS 3.0 FEET
 BE1522'SOUTH OF A METAL WITNESS POST, 19.0 FEET EAST OF WEST EDGE OF THE
 BE1522'SAND DUNE, 25.3 FEET EAST-SOUTHEAST OF AN 18 INCH PALM TREE AND
 BE1522'68 FEET NORTH OF SOUTH EDGE OF SAND DUNE LINE.
 BE1522'
 BE1522'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1522'TRANSPORTATION BRASS DISK, STAMPED 46 76 B35 RM NO 1, SET IN THE
 BE1522'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1522'GROUND.  IT IS 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BE1522'POST, 53 FEET NORTH OF SOUTH EDGE OF SAND DUNE LINE AND 70.0
 BE1522'FEET EAST-SOUTHEAST OF AN 18 INCH PALM TREE.
 BE1522'
 BE1522'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1522'TRANSPORTATION BRASS DISK, STAMPED 46 76 B35 RM NO 2, SET IN THE TOP
 BE1522'OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BE1522'1.8 FEET SOUTH OF A METAL WITNESS POST, 28 FEET NORTH OF SOUTH
 BE1522'EDGE OF SAND DUNE LINE AND 67.5 FEET SOUTH OF AN 18 INCH PALM
 BE1522'TREE.
 BE1522'
 BE1522'R 105 USED FOR AZIMUTH MARK.  TO REACH FROM STATION, CONTINUE
 BE1522'SOUTHEAST BY FOOT FOR 0.3 MILE.  AZIMUTH MARK IS A STANDARD,
 BE1522'U.S. ENGINEER BRASS DISK, STAMPED R 105 1971, SET IN THE TOP OF
 BE1522'A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE
 BE1522'GROUND.  IT IS 6 FEET EAST OF WEST EDGE OF SAND DUNE AND 16 FEET
 BE1522'NORTH OF SOUTH VEGETATION LINE.
 BE1522
 BE1522                          STATION RECOVERY (1977)
 BE1522
 BE1522'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1522'5.5 MI SW FROM PANAMA CITY.
 BE1522'STATION MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1522'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST JETTY OF
 BE1522'GRANTS CUT.  TO REACH FROM THIS POINT GO BY FOOT IN A SOUTHEASTERLY
 BE1522'DIRECTION FOR ABOUT 1.05 MILES AND STATION MARK.  WHICH IS SET IN THE
 BE1522'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS ON THE
 BE1522'GULF OF MEXICO SIDE OF SHELL ISLAND, 68.0 FEET NORTH OF SOUTH EDGE OF
 BE1522'SAND DUNE LINE, 25.3 FEET EAST-SOUTHEAST OF A 18 INCH PALM TREE, 19
 BE1522'FEET EAST OF WEST EDGE OF SAND DUNE AND 3.0 FEET SOUTH OF A METAL
 BE1522'WITNESS POST.  SECTION 26, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1402 ***********************************************************************
 BE1402  DESIGNATION -  46 76 B35 RM 1
 BE1402  PID         -  BE1402
 BE1402  STATE/COUNTY-  FL/BAY
 BE1402  USGS QUAD   -  BEACON BEACH (1994)
 BE1402
 BE1402                         *CURRENT SURVEY CONTROL
 BE1402  ___________________________________________________________________
 BE1402* NAD 83(1986)-  30 06 32.     (N)    085 42 55.     (W)     SCALED    
 BE1402* NAVD 88     -         4.903  (meters)      16.09   (feet)  ADJUSTED  
 BE1402  ___________________________________________________________________
 BE1402  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1402  DYNAMIC HT  -           4.897 (meters)      16.07  (feet)  COMP
 BE1402  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 BE1402
 BE1402  VERT ORDER  -  SECOND    CLASS II
 BE1402
 BE1402.The horizontal coordinates were scaled from a topographic map and have
 BE1402.an estimated accuracy of +/- 6 seconds.
 BE1402
 BE1402.The orthometric height was determined by differential leveling
 BE1402.and adjusted by the National Geodetic Survey in June 1991..
 BE1402
 BE1402.The geoid height was determined by GEOID03.
 BE1402
 BE1402.The dynamic height is computed by dividing the NAVD 88
 BE1402.geopotential number by the normal gravity value computed on the
 BE1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1402.degrees latitude (g = 980.6199 gals.).
 BE1402
 BE1402.The modeled gravity was interpolated from observed gravity values.
 BE1402
 BE1402;                    North         East    Units  Estimated Accuracy
 BE1402;SPC FL N     -   123,540.      482,880.      MT  (+/- 180 meters Scaled)
 BE1402
 BE1402                          SUPERSEDED SURVEY CONTROL
 BE1402
 BE1402.No superseded survey control is available for this station.
 BE1402
 BE1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU237315(NAD 83)
 BE1402_MARKER: DD = SURVEY DISK
 BE1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1402_STAMPING: 46 76 B35 RM NO 1
 BE1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1402+STABILITY: SURFACE MOTION
 BE1402
 BE1402  HISTORY     - Date     Condition        Report By
 BE1402  HISTORY     - 1976     MONUMENTED       FLDT
 BE1402  HISTORY     - 1977     GOOD             FLDT
 BE1402  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1402
 BE1402                          STATION DESCRIPTION
 BE1402
 BE1402'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1402'5.5 MI SW FROM PANAMA CITY.
 BE1402'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1402'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1402'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT GO BY FOOT IN A
 BE1402'SOUTHEASTERLY DIRECTION FOR ABOUT 1.05 MILES AND REFERENCE MARK. WHICH
 BE1402'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW
 BE1402'THE GROUND.  IT IS ON THE GULF OF MEXICO SIDE OF SHELL ISLAND, 70.0
 BE1402'FEET EAST-SOUTHEAST OF A 18 INCH PALM TREE, 53.0 FEET NORTH OF SOUTH
 BE1402'EDGE OF SAND DUNE LINE AND 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BE1402'POST.  SECTION 26, T 4S, R 15W.
 BE1402
 BE1402                          STATION RECOVERY (1988)
 BE1402
 BE1402'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1481 ***********************************************************************
 BE1481  DESIGNATION -  46 76 B35 RM 2
 BE1481  PID         -  BE1481
 BE1481  STATE/COUNTY-  FL/BAY
 BE1481  USGS QUAD   -  BEACON BEACH (1994)
 BE1481
 BE1481                         *CURRENT SURVEY CONTROL
 BE1481  ___________________________________________________________________
 BE1481* NAD 83(1986)-  30 06 32.     (N)    085 42 55.     (W)     SCALED    
 BE1481* NAVD 88     -         3.804  (meters)      12.48   (feet)  ADJUSTED  
 BE1481  ___________________________________________________________________
 BE1481  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1481  DYNAMIC HT  -           3.799 (meters)      12.46  (feet)  COMP
 BE1481  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 BE1481
 BE1481  VERT ORDER  -  SECOND    CLASS II
 BE1481
 BE1481.The horizontal coordinates were scaled from a topographic map and have
 BE1481.an estimated accuracy of +/- 6 seconds.
 BE1481
 BE1481.The orthometric height was determined by differential leveling
 BE1481.and adjusted by the National Geodetic Survey in June 1991..
 BE1481
 BE1481.The geoid height was determined by GEOID03.
 BE1481
 BE1481.The dynamic height is computed by dividing the NAVD 88
 BE1481.geopotential number by the normal gravity value computed on the
 BE1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1481.degrees latitude (g = 980.6199 gals.).
 BE1481
 BE1481.The modeled gravity was interpolated from observed gravity values.
 BE1481
 BE1481;                    North         East    Units  Estimated Accuracy
 BE1481;SPC FL N     -   123,540.      482,880.      MT  (+/- 180 meters Scaled)
 BE1481
 BE1481                          SUPERSEDED SURVEY CONTROL
 BE1481
 BE1481.No superseded survey control is available for this station.
 BE1481
 BE1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU237315(NAD 83)
 BE1481_MARKER: DD = SURVEY DISK
 BE1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1481_STAMPING: 46 76 B35 RM NO 2
 BE1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1481+STABILITY: SURFACE MOTION
 BE1481
 BE1481  HISTORY     - Date     Condition        Report By
 BE1481  HISTORY     - 1976     MONUMENTED       FLDT
 BE1481  HISTORY     - 1977     GOOD             FLDT
 BE1481  HISTORY     - 1988     GOOD             USPSQD
 BE1481
 BE1481                          STATION DESCRIPTION
 BE1481
 BE1481'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1481'5.5 MI SW FROM PANAMA CITY.
 BE1481'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1481'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1481'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT GO BY FOOT IN A
 BE1481'SOUTHEASTERLY DIRECTION FOR ABOUT 1.05 MILES AND REFERENCE MARK. WHICH
 BE1481'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BE1481'GROUND.  IT IS ON THE GULF OF MEXICO SIDE OF SHELL ISLAND, 67.5 FEET
 BE1481'SOUTH OF A 18 INCH PALM TREE, 28.0 FEET NORTH OF SOUTH EDGE OF SAND
 BE1481'DUNE LINE AND 1.8 FEET SOUTH OF A METAL WITNESS POST. SECTION 26, T
 BE1481'4S, R 15W.
 BE1481
 BE1481                          STATION RECOVERY (1988)
 BE1481
 BE1481'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1523 ***********************************************************************
 BE1523  DESIGNATION -  46 76 B36
 BE1523  PID         -  BE1523
 BE1523  STATE/COUNTY-  FL/BAY
 BE1523  USGS QUAD   -  BEACON BEACH (1994)
 BE1523
 BE1523                         *CURRENT SURVEY CONTROL
 BE1523  ___________________________________________________________________
 BE1523* NAD 83(1990)-  30 05 55.94267(N)    085 41 55.37396(W)     ADJUSTED  
 BE1523* NAVD 88     -         1.929  (meters)       6.33   (feet)  ADJUSTED  
 BE1523  ___________________________________________________________________
 BE1523  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BE1523  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1523  DYNAMIC HT  -           1.927 (meters)       6.32  (feet)  COMP
 BE1523  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BE1523
 BE1523  HORZ ORDER  -  SECOND
 BE1523  VERT ORDER  -  SECOND    CLASS II
 BE1523
 BE1523.The horizontal coordinates were established by classical geodetic methods
 BE1523.and adjusted by the National Geodetic Survey in May 1991..
 BE1523
 BE1523.The orthometric height was determined by differential leveling
 BE1523.and adjusted by the National Geodetic Survey in June 1991..
 BE1523
 BE1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1523
 BE1523.The geoid height was determined by GEOID03.
 BE1523
 BE1523.The dynamic height is computed by dividing the NAVD 88
 BE1523.geopotential number by the normal gravity value computed on the
 BE1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1523.degrees latitude (g = 980.6199 gals.).
 BE1523
 BE1523.The modeled gravity was interpolated from observed gravity values.
 BE1523
 BE1523;                    North         East     Units Scale Factor Converg.
 BE1523;SPC FL N     -   122,414.421   484,463.280   MT  0.99994914   -0 36 08.6
 BE1523;SPC FL N     -   401,621.31  1,589,443.28   sFT  0.99994914   -0 36 08.6
 BE1523;UTM  16      - 3,330,455.501   625,386.725   MT  0.99979397   +0 39 09.6
 BE1523
 BE1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1523!SPC FL N     -   1.00000403  x   0.99994914  =   0.99995317
 BE1523!UTM  16      -   1.00000403  x   0.99979397  =   0.99979800
 BE1523
 BE1523|---------------------------------------------------------------------|
 BE1523| PID    Reference Object                     Distance      Geod. Az  |
 BE1523|                                                           dddmmss.s |
 BE1523| BE1403 46 76 B36 RM 1                       21.536 METERS 11708     |
 BE1523| BE1522 46 76 B35                           APPROX. 1.9 KM 3050134.5 |
 BE1523|---------------------------------------------------------------------|
 BE1523
 BE1523                          SUPERSEDED SURVEY CONTROL
 BE1523
 BE1523  NAD 83(1986)-  30 05 55.95427(N)    085 41 55.38291(W) AD(       ) 2
 BE1523  NAD 27      -  30 05 55.22301(N)    085 41 55.63778(W) AD(       ) 2
 BE1523  NGVD 29 (07/19/86)    2.06   (m)            6.8    (f) LEVELING    3  
 BE1523
 BE1523.Superseded values are not recommended for survey control.
 BE1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1523.See file dsdata.txt to determine how the superseded data were derived.
 BE1523
 BE1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2538730456(NAD 83)
 BE1523_MARKER: DD = SURVEY DISK
 BE1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1523_STAMPING: 46 76 B36
 BE1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1523+STABILITY: SURFACE MOTION
 BE1523
 BE1523  HISTORY     - Date     Condition        Report By
 BE1523  HISTORY     - 1976     MONUMENTED       FLDT
 BE1523  HISTORY     - 1977     GOOD             FLDT
 BE1523
 BE1523                          STATION DESCRIPTION
 BE1523
 BE1523'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1523'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF PANAMA CITY
 BE1523'AND ABOUT 7-1/2 MILES SOUTHWEST OF CALLAWAY, ON SHELL ISLAND,
 BE1523'APPROXIMATELY 800 FEET WEST OF A BEACH HOUSE, JUST NORTH OF SAND
 BE1523'DUNE LINE.
 BE1523'
 BE1523'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY AT THE ST. ANDREW
 BE1523'BAY SIDE OF SHELL ISLAND APPROXIMATELY 1/3 OF THE LENGTH OF THE
 BE1523'ISLAND FROM THE NORTHWEST END IS A BOAT CHANNEL MARKED BY
 BE1523'PILINGS.  BOAT CHANNEL IS JUST WEST OF SPANISH SHANTY POINT.
 BE1523'FOLLOW BOAT CHANNEL TO BOAT DOCKS.  FROM THE BOAT DOCKS STATION IS
 BE1523'APPROXIMATELY 600 FEET SOUTH-SOUTHWEST BY FOOT.
 BE1523'
 BE1523'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1523'BRASS DISK, STAMPED 46 76 B36, SET IN THE TOP OF A ROUND CONCRETE
 BE1523'MONUMENT FLUSH WITH THE GROUND.  IT IS 3.5 FEET SOUTH OF A METAL
 BE1523'WITNESS POST AND 60 FEET NORTH OF NORTH EDGE OF SAND DUNE LINE.
 BE1523'
 BE1523'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1523'TRANSPORTATION BRASS DISK, STAMPED 46 76 B36 RM NO 1, SET IN THE
 BE1523'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1523'GROUND.  IT IS 1.2 FEET SOUTH OF A METAL WITNESS POST AND 55 FEET
 BE1523'NORTH OF NORTH EDGE OF SAND DUNE LINE.
 BE1523'
 BE1523'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1523'TRANSPORTATION BRASS DISK, STAMPED 46 76 B36 RM NO 2, SET IN THE
 BE1523'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1523'GROUND.  IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST AND 40 FEET
 BE1523'NORTH OF A SOUTH EDGE OF SAND DUNE.
 BE1523
 BE1523                          STATION RECOVERY (1977)
 BE1523
 BE1523'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1523'5.5 MI SSW FROM PANAMA CITY.
 BE1523'STATION MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1523'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT 1/3 THE
 BE1523'LENGTH OF ISLAND FROM THE NORTHWEST END IS A BOAT CHANNEL MARK BY
 BE1523'PILINGS.  CHANNEL IS JUST WEST OF SPANISH SHANTY POINT.  FOLLOW BOAT
 BE1523'CHANNEL TO DOCKS.  TO REACH MARK FROM THIS POINT GO BY FOOT IN A
 BE1523'SOUTH-SOUTHWEST DIRECTION FOR ABOUT 600 FEET AND STATION MARK.  WHICH
 BE1523'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BE1523'IT IS 60.0 FEET NORTH OF NORTH EDGE OF SAND DUNE LINE AND 3.5 FEET
 BE1523'SOUTH OF A METAL WITNESS POST.  SECTION 36, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1403 ***********************************************************************
 BE1403  DESIGNATION -  46 76 B36 RM 1
 BE1403  PID         -  BE1403
 BE1403  STATE/COUNTY-  FL/BAY
 BE1403  USGS QUAD   -  BEACON BEACH (1994)
 BE1403
 BE1403                         *CURRENT SURVEY CONTROL
 BE1403  ___________________________________________________________________
 BE1403* NAD 83(1986)-  30 05 56.     (N)    085 41 55.     (W)     SCALED    
 BE1403* NAVD 88     -         1.696  (meters)       5.56   (feet)  ADJUSTED  
 BE1403  ___________________________________________________________________
 BE1403  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1403  DYNAMIC HT  -           1.694 (meters)       5.56  (feet)  COMP
 BE1403  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BE1403
 BE1403  VERT ORDER  -  SECOND    CLASS II
 BE1403
 BE1403.The horizontal coordinates were scaled from a topographic map and have
 BE1403.an estimated accuracy of +/- 6 seconds.
 BE1403
 BE1403.The orthometric height was determined by differential leveling
 BE1403.and adjusted by the National Geodetic Survey in June 1991..
 BE1403
 BE1403.The geoid height was determined by GEOID03.
 BE1403
 BE1403.The dynamic height is computed by dividing the NAVD 88
 BE1403.geopotential number by the normal gravity value computed on the
 BE1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1403.degrees latitude (g = 980.6199 gals.).
 BE1403
 BE1403.The modeled gravity was interpolated from observed gravity values.
 BE1403
 BE1403;                    North         East    Units  Estimated Accuracy
 BE1403;SPC FL N     -   122,420.      484,470.      MT  (+/- 180 meters Scaled)
 BE1403
 BE1403                          SUPERSEDED SURVEY CONTROL
 BE1403
 BE1403.No superseded survey control is available for this station.
 BE1403
 BE1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU253304(NAD 83)
 BE1403_MARKER: DD = SURVEY DISK
 BE1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1403_STAMPING: 46 76 B36 RM NO 1
 BE1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1403+STABILITY: SURFACE MOTION
 BE1403
 BE1403  HISTORY     - Date     Condition        Report By
 BE1403  HISTORY     - 1976     MONUMENTED       FLDT
 BE1403  HISTORY     - 1977     GOOD             FLDT
 BE1403
 BE1403                          STATION DESCRIPTION
 BE1403
 BE1403'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1403'5.5 MI SSW FROM PANAMA CITY.
 BE1403'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1403'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT 1/3 THE
 BE1403'LENGTH OF ISLAND FROM THE NORTHWEST END IS A BOAT CHANNEL MARKED BY
 BE1403'PILINGS, CHANNEL IS JUST WEST OF SPANISH SHANTY POINT.  FOLLOW BOAT
 BE1403'CHANNEL TO DOCKS.  TO REACH MARK FROM THIS POINT GO BY FOOT IN A
 BE1403'SOUTH-SOUTHWEST DIRECTION FOR ABOUT 600 FEET AND REFERENCE MARK. WHICH
 BE1403'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BE1403'THE GROUND.  IT IS 55.0 FEET NORTH OF NORTH EDGE OF SAND DUNE LINE AND
 BE1403'1.2 FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1482 ***********************************************************************
 BE1482  DESIGNATION -  46 76 B36 RM 2
 BE1482  PID         -  BE1482
 BE1482  STATE/COUNTY-  FL/BAY
 BE1482  USGS QUAD   -  BEACON BEACH (1994)
 BE1482
 BE1482                         *CURRENT SURVEY CONTROL
 BE1482  ___________________________________________________________________
 BE1482* NAD 83(1986)-  30 05 56.     (N)    085 41 55.     (W)     SCALED    
 BE1482* NAVD 88     -         4.273  (meters)      14.02   (feet)  ADJUSTED  
 BE1482  ___________________________________________________________________
 BE1482  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1482  DYNAMIC HT  -           4.267 (meters)      14.00  (feet)  COMP
 BE1482  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BE1482
 BE1482  VERT ORDER  -  SECOND    CLASS II
 BE1482
 BE1482.The horizontal coordinates were scaled from a topographic map and have
 BE1482.an estimated accuracy of +/- 6 seconds.
 BE1482
 BE1482.The orthometric height was determined by differential leveling
 BE1482.and adjusted by the National Geodetic Survey in June 1991..
 BE1482
 BE1482.The geoid height was determined by GEOID03.
 BE1482
 BE1482.The dynamic height is computed by dividing the NAVD 88
 BE1482.geopotential number by the normal gravity value computed on the
 BE1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1482.degrees latitude (g = 980.6199 gals.).
 BE1482
 BE1482.The modeled gravity was interpolated from observed gravity values.
 BE1482
 BE1482;                    North         East    Units  Estimated Accuracy
 BE1482;SPC FL N     -   122,420.      484,470.      MT  (+/- 180 meters Scaled)
 BE1482
 BE1482                          SUPERSEDED SURVEY CONTROL
 BE1482
 BE1482.No superseded survey control is available for this station.
 BE1482
 BE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU253304(NAD 83)
 BE1482_MARKER: DD = SURVEY DISK
 BE1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1482_STAMPING: 46 76 B36 RM NO 2
 BE1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1482+STABILITY: SURFACE MOTION
 BE1482
 BE1482  HISTORY     - Date     Condition        Report By
 BE1482  HISTORY     - 1976     MONUMENTED       FLDT
 BE1482  HISTORY     - 1977     GOOD             FLDT
 BE1482
 BE1482                          STATION DESCRIPTION
 BE1482
 BE1482'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1482'5.5 MI SSW FROM PANAMA CITY.
 BE1482'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1482'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT 1/3 THE
 BE1482'LENGTH OF ISLAND FROM THE NORTHWEST END IS A BOAT CHANNEL MARKED BY
 BE1482'PILINGS.  CHANNEL IS JUST WEST OF SPANISH SHANTY POINT.  FOLLOW BOAT
 BE1482'CHANNEL TO DOCKS.  TO REACH MARK FROM THIS POINT GO BY FOOT IN A
 BE1482'SOUTH-SOUTHWEST DIRECTION FOR ABOUT 600 FEET AND REFERENCE MARK. WHICH
 BE1482'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BE1482'THE GROUND.  IT IS 40.0 FEET NORTH OF SOUTH EDGE OF SAND DUNE AND 1.5
 BE1482'FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1524 ***********************************************************************
 BE1524  DESIGNATION -  46 76 B37
 BE1524  PID         -  BE1524
 BE1524  STATE/COUNTY-  FL/BAY
 BE1524  USGS QUAD   -  BEACON BEACH (1994)
 BE1524
 BE1524                         *CURRENT SURVEY CONTROL
 BE1524  ___________________________________________________________________
 BE1524* NAD 83(1990)-  30 05 35.54124(N)    085 41 14.25352(W)     ADJUSTED  
 BE1524* NAVD 88     -         3.890  (meters)      12.76   (feet)  ADJUSTED  
 BE1524  ___________________________________________________________________
 BE1524  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BE1524  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1524  DYNAMIC HT  -           3.885 (meters)      12.75  (feet)  COMP
 BE1524  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 BE1524
 BE1524  HORZ ORDER  -  SECOND
 BE1524  VERT ORDER  -  SECOND    CLASS II
 BE1524
 BE1524.The horizontal coordinates were established by classical geodetic methods
 BE1524.and adjusted by the National Geodetic Survey in May 1991..
 BE1524
 BE1524.The orthometric height was determined by differential leveling
 BE1524.and adjusted by the National Geodetic Survey in June 1991..
 BE1524
 BE1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1524
 BE1524.The geoid height was determined by GEOID03.
 BE1524
 BE1524.The dynamic height is computed by dividing the NAVD 88
 BE1524.geopotential number by the normal gravity value computed on the
 BE1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1524.degrees latitude (g = 980.6199 gals.).
 BE1524
 BE1524.The modeled gravity was interpolated from observed gravity values.
 BE1524
 BE1524;                    North         East     Units Scale Factor Converg.
 BE1524;SPC FL N     -   121,774.750   485,557.628   MT  0.99994926   -0 35 47.9
 BE1524;SPC FL N     -   399,522.66  1,593,033.65   sFT  0.99994926   -0 35 47.9
 BE1524;UTM  16      - 3,329,840.047   626,494.650   MT  0.99979741   +0 39 29.8
 BE1524
 BE1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1524!SPC FL N     -   1.00000372  x   0.99994926  =   0.99995298
 BE1524!UTM  16      -   1.00000372  x   0.99979741  =   0.99980113
 BE1524
 BE1524:                Primary Azimuth Mark                     Grid Az
 BE1524:SPC FL N     -  TYNDALL AFB CAPEHART HSENG TK            076 54 30.5
 BE1524:UTM  16      -  TYNDALL AFB CAPEHART HSENG TK            075 39 12.8
 BE1524
 BE1524|---------------------------------------------------------------------|
 BE1524| PID    Reference Object                     Distance      Geod. Az  |
 BE1524|                                                           dddmmss.s |
 BE1524| BE3619 TYNDALL AFB CAPEHART HSENG TK       APPROX. 3.9 KM 0761842.6 |
 BE1524| BE1404 46 76 B37 RM 1                       15.015 METERS 11626     |
 BE1524| BE1483 46 76 B37 RM 2                       19.932 METERS 21038     |
 BE1524| BE1523 46 76 B36                           APPROX. 1.3 KM 2994238.1 |
 BE1524|---------------------------------------------------------------------|
 BE1524
 BE1524                          SUPERSEDED SURVEY CONTROL
 BE1524
 BE1524  NAD 83(1986)-  30 05 35.55299(N)    085 41 14.26247(W) AD(       ) 2
 BE1524  NAD 27      -  30 05 34.82106(N)    085 41 14.51882(W) AD(       ) 2
 BE1524  NGVD 29 (07/19/86)    4.02   (m)           13.2    (f) LEVELING    3  
 BE1524
 BE1524.Superseded values are not recommended for survey control.
 BE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1524.See file dsdata.txt to determine how the superseded data were derived.
 BE1524
 BE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2649529840(NAD 83)
 BE1524_MARKER: DD = SURVEY DISK
 BE1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1524_STAMPING: 46 76 B37
 BE1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1524+STABILITY: SURFACE MOTION
 BE1524
 BE1524  HISTORY     - Date     Condition        Report By
 BE1524  HISTORY     - 1976     MONUMENTED       FLDT
 BE1524  HISTORY     - 1977     GOOD             FLDT
 BE1524
 BE1524                          STATION DESCRIPTION
 BE1524
 BE1524'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1524'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF PANAMA CITY
 BE1524'AND ABOUT 7 MILES SOUTHWEST OF CALLAWAY, ON SHELL ISLAND, ON THE TOP
 BE1524'OF A SAND DUNE.
 BE1524'
 BE1524'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  AT THE ST. ANDREW
 BE1524'BAY SIDE OF SHELL ISLAND ABOUT THE MIDDLE OF THE ISLAND IS A
 BE1524'DOCK WHERE BOAT CAN BE DOCKED.  FROM THE DOCK, STATION IS
 BE1524'APPROXIMATELY 500 FEET SOUTHWEST BY FOOT.
 BE1524'
 BE1524'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1524'BRASS DISK, STAMPED 46 76 B37, SET IN THE TOP OF A ROUND CONCRETE
 BE1524'MONUMENT FLUSH WITH THE GROUND.  IT IS 3.2 FEET NORTH OF A METAL
 BE1524'WITNESS POST, 97 FEET NORTH OF SAND DUNE LINE AND 108.0 FEET
 BE1524'NORTHEAST OF NORTHEAST CORNER OF BEACH HOUSE.
 BE1524'
 BE1524'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1524'TRANSPORTATION BRASS DISK, STAMPED 46 76 B37 RM NO 1, SET IN THE
 BE1524'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1524'IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND 100 FEET NORTH OF
 BE1524'SAND DUNE LINE.
 BE1524'
 BE1524'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT
 BE1524'OF TRANSPORTATION BRASS DISK, STAMPED 46 76 B37 RM NO 2, SET
 BE1524'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT.  IT IS
 BE1524'1.0 FOOT SOUTH OF A METAL WITNESS POST, 35 FEET NORTH OF SAND
 BE1524'DUNE LINE AND 72.5 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 BE1524'BEACH HOUSE.
 BE1524
 BE1524                          STATION RECOVERY (1977)
 BE1524
 BE1524'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1524'5.5 MI S FROM PANAMA CITY.
 BE1524'STATION MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1524'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1524'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  TO REACH
 BE1524'MARK FROM THIS POINT GO BY FOOT IN A SOUTHWESTERLY DIRECTION FOR ABOUT
 BE1524'500 FEET AND STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND
 BE1524'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 108.0 FEET NORTHEAST
 BE1524'OF THE NORTHEAST CORNER OF A BEACH HOUSE, 97.0 FEET NORTH OF A SAND
 BE1524'DUNE LINE AND 3.2 FEET NORTH OF A METAL WITNESS POST.  SECTION 31, T
 BE1524'4S, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1404 ***********************************************************************
 BE1404  DESIGNATION -  46 76 B37 RM 1
 BE1404  PID         -  BE1404
 BE1404  STATE/COUNTY-  FL/BAY
 BE1404  USGS QUAD   -  BEACON BEACH (1994)
 BE1404
 BE1404                         *CURRENT SURVEY CONTROL
 BE1404  ___________________________________________________________________
 BE1404* NAD 83(1986)-  30 05 35.     (N)    085 41 14.     (W)     SCALED    
 BE1404* NAVD 88     -         3.336  (meters)      10.94   (feet)  ADJUSTED  
 BE1404  ___________________________________________________________________
 BE1404  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1404  DYNAMIC HT  -           3.331 (meters)      10.93  (feet)  COMP
 BE1404  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 BE1404
 BE1404  VERT ORDER  -  SECOND    CLASS II
 BE1404
 BE1404.The horizontal coordinates were scaled from a topographic map and have
 BE1404.an estimated accuracy of +/- 6 seconds.
 BE1404
 BE1404.The orthometric height was determined by differential leveling
 BE1404.and adjusted by the National Geodetic Survey in June 1991..
 BE1404
 BE1404.The geoid height was determined by GEOID03.
 BE1404
 BE1404.The dynamic height is computed by dividing the NAVD 88
 BE1404.geopotential number by the normal gravity value computed on the
 BE1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1404.degrees latitude (g = 980.6199 gals.).
 BE1404
 BE1404.The modeled gravity was interpolated from observed gravity values.
 BE1404
 BE1404;                    North         East    Units  Estimated Accuracy
 BE1404;SPC FL N     -   121,760.      485,560.      MT  (+/- 180 meters Scaled)
 BE1404
 BE1404                          SUPERSEDED SURVEY CONTROL
 BE1404
 BE1404.No superseded survey control is available for this station.
 BE1404
 BE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU265298(NAD 83)
 BE1404_MARKER: DD = SURVEY DISK
 BE1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1404_STAMPING: 46 76 B37 RM NO 1
 BE1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1404+STABILITY: SURFACE MOTION
 BE1404
 BE1404  HISTORY     - Date     Condition        Report By
 BE1404  HISTORY     - 1976     MONUMENTED       FLDT
 BE1404  HISTORY     - 1977     GOOD             FLDT
 BE1404
 BE1404                          STATION DESCRIPTION
 BE1404
 BE1404'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1404'5.5 MI S FROM PANAMA CITY.
 BE1404'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1404'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1404'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  TO REACH
 BE1404'MARK FROM THIS POINT GO BY FOOT IN A SOUTHWESTERLY DIRECTION FOR ABOUT
 BE1404'500 FEET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1404'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 100.0 FEET
 BE1404'NORTH OF SAND DUNE LINE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 BE1404'SECTION 31, T 4S, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1483 ***********************************************************************
 BE1483  DESIGNATION -  46 76 B37 RM 2
 BE1483  PID         -  BE1483
 BE1483  STATE/COUNTY-  FL/BAY
 BE1483  USGS QUAD   -  BEACON BEACH (1994)
 BE1483
 BE1483                         *CURRENT SURVEY CONTROL
 BE1483  ___________________________________________________________________
 BE1483* NAD 83(1986)-  30 05 35.     (N)    085 41 14.     (W)     SCALED    
 BE1483* NAVD 88     -         3.144  (meters)      10.31   (feet)  ADJUSTED  
 BE1483  ___________________________________________________________________
 BE1483  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1483  DYNAMIC HT  -           3.140 (meters)      10.30  (feet)  COMP
 BE1483  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 BE1483
 BE1483  VERT ORDER  -  SECOND    CLASS II
 BE1483
 BE1483.The horizontal coordinates were scaled from a topographic map and have
 BE1483.an estimated accuracy of +/- 6 seconds.
 BE1483
 BE1483.The orthometric height was determined by differential leveling
 BE1483.and adjusted by the National Geodetic Survey in June 1991..
 BE1483
 BE1483.The geoid height was determined by GEOID03.
 BE1483
 BE1483.The dynamic height is computed by dividing the NAVD 88
 BE1483.geopotential number by the normal gravity value computed on the
 BE1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1483.degrees latitude (g = 980.6199 gals.).
 BE1483
 BE1483.The modeled gravity was interpolated from observed gravity values.
 BE1483
 BE1483;                    North         East    Units  Estimated Accuracy
 BE1483;SPC FL N     -   121,760.      485,560.      MT  (+/- 180 meters Scaled)
 BE1483
 BE1483                          SUPERSEDED SURVEY CONTROL
 BE1483
 BE1483.No superseded survey control is available for this station.
 BE1483
 BE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU265298(NAD 83)
 BE1483_MARKER: DD = SURVEY DISK
 BE1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1483_STAMPING: 46 76 B37 RM NO 2
 BE1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1483+STABILITY: SURFACE MOTION
 BE1483
 BE1483  HISTORY     - Date     Condition        Report By
 BE1483  HISTORY     - 1976     MONUMENTED       FLDT
 BE1483  HISTORY     - 1977     GOOD             FLDT
 BE1483
 BE1483                          STATION DESCRIPTION
 BE1483
 BE1483'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1483'5.5 MI S FROM PANAMA CITY.
 BE1483'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1483'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1483'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  TO REACH
 BE1483'MARK FROM THIS POINT GO BY FOOT IN A SOUTHWESTERLY DIRECTION FOR ABOUT
 BE1483'500 FEET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1483'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 72.5 FEET
 BE1483'EAST-NORTHEAST OF NORTHEAST CORNER OF HOUSE, 35.0 FEET NORTH OF SAND
 BE1483'DUNE LINE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 31, T
 BE1483'4S, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1527 ***********************************************************************
 BE1527  DESIGNATION -  46 76 B38
 BE1527  PID         -  BE1527
 BE1527  STATE/COUNTY-  FL/BAY
 BE1527  USGS QUAD   -  BEACON BEACH (1994)
 BE1527
 BE1527                         *CURRENT SURVEY CONTROL
 BE1527  ___________________________________________________________________
 BE1527* NAD 83(1990)-  30 05 22.76867(N)    085 40 39.19492(W)     ADJUSTED  
 BE1527* NAVD 88     -         3.271  (meters)      10.73   (feet)  ADJUSTED  
 BE1527  ___________________________________________________________________
 BE1527  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BE1527  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1527  DYNAMIC HT  -           3.266 (meters)      10.72  (feet)  COMP
 BE1527  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BE1527
 BE1527  HORZ ORDER  -  SECOND
 BE1527  VERT ORDER  -  SECOND    CLASS II
 BE1527
 BE1527.The horizontal coordinates were established by classical geodetic methods
 BE1527.and adjusted by the National Geodetic Survey in May 1991..
 BE1527
 BE1527.The orthometric height was determined by differential leveling
 BE1527.and adjusted by the National Geodetic Survey in June 1991..
 BE1527
 BE1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1527
 BE1527.The geoid height was determined by GEOID03.
 BE1527
 BE1527.The dynamic height is computed by dividing the NAVD 88
 BE1527.geopotential number by the normal gravity value computed on the
 BE1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1527.degrees latitude (g = 980.6199 gals.).
 BE1527
 BE1527.The modeled gravity was interpolated from observed gravity values.
 BE1527
 BE1527;                    North         East     Units Scale Factor Converg.
 BE1527;SPC FL N     -   121,371.753   486,492.220   MT  0.99994934   -0 35 30.3
 BE1527;SPC FL N     -   398,200.49  1,596,099.89   sFT  0.99994934   -0 35 30.3
 BE1527;UTM  16      - 3,329,457.672   627,437.702   MT  0.99980036   +0 39 47.2
 BE1527
 BE1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1527!SPC FL N     -   1.00000382  x   0.99994934  =   0.99995316
 BE1527!UTM  16      -   1.00000382  x   0.99980036  =   0.99980418
 BE1527
 BE1527:                Primary Azimuth Mark                     Grid Az
 BE1527:SPC FL N     -  TYNDALL AFB CAPEHART HSENG TK            065 43 46.3
 BE1527:UTM  16      -  TYNDALL AFB CAPEHART HSENG TK            064 28 28.8
 BE1527
 BE1527|---------------------------------------------------------------------|
 BE1527| PID    Reference Object                     Distance      Geod. Az  |
 BE1527|                                                           dddmmss.s |
 BE1527| BE3619 TYNDALL AFB CAPEHART HSENG TK       APPROX. 3.1 KM 0650816.0 |
 BE1527| BE1405 46 76 B38 RM 1                       18.020 METERS 13412     |
 BE1527| BE1484 46 76 B38 RM 2                       15.000 METERS 28924     |
 BE1527| BE1524 46 76 B37                           APPROX. 1.0 KM 2924402.3 |
 BE1527|---------------------------------------------------------------------|
 BE1527
 BE1527                          SUPERSEDED SURVEY CONTROL
 BE1527
 BE1527  NAD 83(1986)-  30 05 22.78059(N)    085 40 39.20385(W) AD(       ) 2
 BE1527  NAD 27      -  30 05 22.04824(N)    085 40 39.46151(W) AD(       ) 2
 BE1527  NGVD 29 (07/19/86)    3.40   (m)           11.2    (f) LEVELING    3  
 BE1527
 BE1527.Superseded values are not recommended for survey control.
 BE1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1527.See file dsdata.txt to determine how the superseded data were derived.
 BE1527
 BE1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2743829458(NAD 83)
 BE1527_MARKER: DD = SURVEY DISK
 BE1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1527_STAMPING: 46 76 B38
 BE1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1527+STABILITY: SURFACE MOTION
 BE1527
 BE1527  HISTORY     - Date     Condition        Report By
 BE1527  HISTORY     - 1977     MONUMENTED       FLDT
 BE1527  HISTORY     - 1977     GOOD             FLDT
 BE1527  HISTORY     - 1986     GOOD             NOS
 BE1527
 BE1527                          STATION DESCRIPTION
 BE1527
 BE1527'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1527'STATION IS LOCATED ABOUT 6 MILES SOUTH OF PANAMA CITY AND ABOUT
 BE1527'6-1/2 MILES SOUTHWEST OF CALLAWAY ON SHELL ISLAND AND ON THE TOP OF
 BE1527'A SAND DUNE, APPROXIMATELY 800 FEET EAST-NORTHEAST OF A BEACH HOUSE
 BE1527'AND APPROXIMATELY 400 FEET NORTH OF THE GULF OF MEXICO.
 BE1527'
 BE1527'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  AT THE ST. ANDREW
 BE1527'BAY SIDE OF SHELL ISLAND ABOUT THE MIDDLE OF THE ISLAND IS A DOCK
 BE1527'WHERE BOAT CAN BE DOCKED.  FROM THE DOCK GO BY FOOT IN A
 BE1527'SOUTHEASTERLY DIRECTION FOR 0.55 MILE AND STATION.
 BE1527'
 BE1527'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1527'BRASS DISK, STAMPED 46 76 B38 SET IN THE TOP OF A ROUND CONCRETE
 BE1527'MONUMENT FLUSH WITH THE GROUND.  IT IS 3.4 FEET NORTH OF A METAL
 BE1527'WITNESS POST AND 94.0 FEET SOUTH OF THE BASE OF A LONE SCRUB PINE
 BE1527'TREE.
 BE1527'
 BE1527'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1527'TRANSPORTATION BRASS DISK, STAMPED 46 76 B38 RM NO 1, SET IN THE
 BE1527'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1527'IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND 40 FEET WEST OF
 BE1527'EAST EDGE OF SAND DUNE.
 BE1527'
 BE1527'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1527'TRANSPORTATION BRASS DISK, STAMPED 46 76 B38 RM NO 2, SET IN THE TOP
 BE1527'OF A 4 INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE
 BE1527'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND 100.0
 BE1527'FEET SOUTH-SOUTHWEST OF THE BASE OF A LONE SCRUB PINE TREE.
 BE1527
 BE1527                          STATION RECOVERY (1977)
 BE1527
 BE1527'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1527'5.5 MI S FROM PANAMA CITY.
 BE1527'STATION MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1527'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1527'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  FROM THE
 BE1527'DOCK GO BY FOOT IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.55 MILES AND
 BE1527'STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BE1527'FLUSH WITH THE GROUND.  IT IS ABOUT 800 FEET EAST-NORTHEAST OF A BEACH
 BE1527'HOUSE, ABOUT 400 FEET NORTH OF THE GULF OF MEXICO, 94.0 FEET SOUTH OF
 BE1527'THE BASE OF A LONE SCRUB PINE AND 3.4 FEET NORTH OF A METAL WITNESS
 BE1527'POST.  SECTION 5, T 5S, R 14W.
 BE1527
 BE1527                          STATION RECOVERY (1986)
 BE1527
 BE1527'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 BE1527'THE STATION WAS RECOVERED AT THIS DATE.
 BE1527'THE STATION WAS USED IN A SHORT TRAVERSE AND ITS GEODETIC
 BE1527'POSITION WAS VERIFIED.
 BE1527'
 BE1527'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1527'
 BE1527'RECOVERED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1405 ***********************************************************************
 BE1405  DESIGNATION -  46 76 B38 RM 1
 BE1405  PID         -  BE1405
 BE1405  STATE/COUNTY-  FL/BAY
 BE1405  USGS QUAD   -  BEACON BEACH (1994)
 BE1405
 BE1405                         *CURRENT SURVEY CONTROL
 BE1405  ___________________________________________________________________
 BE1405* NAD 83(1986)-  30 05 23.     (N)    085 40 39.     (W)     SCALED    
 BE1405* NAVD 88     -         2.502  (meters)       8.21   (feet)  ADJUSTED  
 BE1405  ___________________________________________________________________
 BE1405  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1405  DYNAMIC HT  -           2.498 (meters)       8.20  (feet)  COMP
 BE1405  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BE1405
 BE1405  VERT ORDER  -  SECOND    CLASS II
 BE1405
 BE1405.The horizontal coordinates were scaled from a topographic map and have
 BE1405.an estimated accuracy of +/- 6 seconds.
 BE1405
 BE1405.The orthometric height was determined by differential leveling
 BE1405.and adjusted by the National Geodetic Survey in June 1991..
 BE1405
 BE1405.The geoid height was determined by GEOID03.
 BE1405
 BE1405.The dynamic height is computed by dividing the NAVD 88
 BE1405.geopotential number by the normal gravity value computed on the
 BE1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1405.degrees latitude (g = 980.6199 gals.).
 BE1405
 BE1405.The modeled gravity was interpolated from observed gravity values.
 BE1405
 BE1405;                    North         East    Units  Estimated Accuracy
 BE1405;SPC FL N     -   121,380.      486,500.      MT  (+/- 180 meters Scaled)
 BE1405
 BE1405                          SUPERSEDED SURVEY CONTROL
 BE1405
 BE1405.No superseded survey control is available for this station.
 BE1405
 BE1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU274294(NAD 83)
 BE1405_MARKER: DD = SURVEY DISK
 BE1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1405_STAMPING: 46 76 B38 RM NO 1
 BE1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1405+STABILITY: SURFACE MOTION
 BE1405
 BE1405  HISTORY     - Date     Condition        Report By
 BE1405  HISTORY     - 1976     MONUMENTED       FLDT
 BE1405  HISTORY     - 1977     GOOD             FLDT
 BE1405
 BE1405                          STATION DESCRIPTION
 BE1405
 BE1405'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1405'5.5 MI S FROM PANAMA CITY.
 BE1405'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1405'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1405'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  FROM THE
 BE1405'DOCK GO BY FOOT IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.55 MILE AND
 BE1405'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 BE1405'MONUMENT FLUSH WITH THE GROUND.  IT IS ABOUT 800 FEET EAST-NORTHEAST
 BE1405'OF A BEACH HOUSE, ABOUT 400 FEET NORTH OF THE GULF OF MIXICO, 40.0
 BE1405'FEET EAST OF EAST EDGE OF SAND DUNE AND 1.0 FOOT SOUTH OF A METAL
 BE1405'WITNESS POST.  SECTION 5, T 5S, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1484 ***********************************************************************
 BE1484  DESIGNATION -  46 76 B38 RM 2
 BE1484  PID         -  BE1484
 BE1484  STATE/COUNTY-  FL/BAY
 BE1484  USGS QUAD   -  BEACON BEACH (1994)
 BE1484
 BE1484                         *CURRENT SURVEY CONTROL
 BE1484  ___________________________________________________________________
 BE1484* NAD 83(1986)-  30 05 23.     (N)    085 40 39.     (W)     SCALED    
 BE1484* NAVD 88     -         3.739  (meters)      12.27   (feet)  ADJUSTED  
 BE1484  ___________________________________________________________________
 BE1484  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1484  DYNAMIC HT  -           3.734 (meters)      12.25  (feet)  COMP
 BE1484  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BE1484
 BE1484  VERT ORDER  -  SECOND    CLASS II
 BE1484
 BE1484.The horizontal coordinates were scaled from a topographic map and have
 BE1484.an estimated accuracy of +/- 6 seconds.
 BE1484
 BE1484.The orthometric height was determined by differential leveling
 BE1484.and adjusted by the National Geodetic Survey in June 1991..
 BE1484
 BE1484.The geoid height was determined by GEOID03.
 BE1484
 BE1484.The dynamic height is computed by dividing the NAVD 88
 BE1484.geopotential number by the normal gravity value computed on the
 BE1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1484.degrees latitude (g = 980.6199 gals.).
 BE1484
 BE1484.The modeled gravity was interpolated from observed gravity values.
 BE1484
 BE1484;                    North         East    Units  Estimated Accuracy
 BE1484;SPC FL N     -   121,380.      486,500.      MT  (+/- 180 meters Scaled)
 BE1484
 BE1484                          SUPERSEDED SURVEY CONTROL
 BE1484
 BE1484.No superseded survey control is available for this station.
 BE1484
 BE1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU274294(NAD 83)
 BE1484_MARKER: DD = SURVEY DISK
 BE1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1484_STAMPING: 46 76 B38 RM NO 2
 BE1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1484+STABILITY: SURFACE MOTION
 BE1484
 BE1484  HISTORY     - Date     Condition        Report By
 BE1484  HISTORY     - 1976     MONUMENTED       FLDT
 BE1484  HISTORY     - 1977     GOOD             FLDT
 BE1484
 BE1484                          STATION DESCRIPTION
 BE1484
 BE1484'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1484'5.5 MI S FROM PANAMA CITY.
 BE1484'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1484'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1484'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  FROM THE
 BE1484'DOCK GO BY FOOT IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.55 MILE AND
 BE1484'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 BE1484'MONUMENT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 800 FEET
 BE1484'EAST-NORTHEAST OF A BEACH HOUSE, ABOUT 400 FEET NORTH OF THE GULF OF
 BE1484'MEXICO, 100.0 FEET SOUTH-SOUTHWEST OF THE BASE OF A LONE SCRUB PINE
 BE1484'TREE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 5, T 5S, R
 BE1484'14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3634 ***********************************************************************
 BE3634  DESIGNATION -  46 76 B38A
 BE3634  PID         -  BE3634
 BE3634  STATE/COUNTY-  FL/BAY
 BE3634  USGS QUAD   -  BEACON BEACH (1994)
 BE3634
 BE3634                         *CURRENT SURVEY CONTROL
 BE3634  ___________________________________________________________________
 BE3634* NAD 83(1990)-  30 07 25.07138(N)    085 41 11.13905(W)     ADJUSTED  
 BE3634* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 BE3634  ___________________________________________________________________
 BE3634  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BE3634  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BE3634
 BE3634  HORZ ORDER  -  SECOND
 BE3634
 BE3634.The horizontal coordinates were established by classical geodetic methods
 BE3634.and adjusted by the National Geodetic Survey in May 1991..
 BE3634
 BE3634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3634
 BE3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3634
 BE3634.The geoid height was determined by GEOID03.
 BE3634
 BE3634;                    North         East     Units Scale Factor Converg.
 BE3634;SPC FL N     -   125,146.273   485,676.108   MT  0.99994872   -0 35 46.4
 BE3634;SPC FL N     -   410,584.06  1,593,422.36   sFT  0.99994872   -0 35 46.4
 BE3634;UTM  16      - 3,333,212.845   626,539.238   MT  0.99979755   +0 39 33.6
 BE3634
 BE3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3634!SPC FL N     -   1.00000428  x   0.99994872  =   0.99995300
 BE3634!UTM  16      -   1.00000428  x   0.99979755  =   0.99980183
 BE3634
 BE3634:                Primary Azimuth Mark                     Grid Az
 BE3634:SPC FL N     -  SPANISH SHANTY RESET                     200 40 53.3
 BE3634:UTM  16      -  SPANISH SHANTY RESET                     199 25 33.3
 BE3634
 BE3634|---------------------------------------------------------------------|
 BE3634| PID    Reference Object                     Distance      Geod. Az  |
 BE3634|                                                           dddmmss.s |
 BE3634| BE3623 SPANISH SHANTY RESET                APPROX. 2.5 KM 2000506.9 |
 BE3634|---------------------------------------------------------------------|
 BE3634
 BE3634                          SUPERSEDED SURVEY CONTROL
 BE3634
 BE3634  NAD 83(1986)-  30 07 25.08316(N)    085 41 11.14872(W) AD(       ) 2
 BE3634  NAD 27      -  30 07 24.35183(N)    085 41 11.40596(W) AD(       ) 2
 BE3634  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG       
 BE3634
 BE3634.Superseded values are not recommended for survey control.
 BE3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3634.See file dsdata.txt to determine how the superseded data were derived.
 BE3634
 BE3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2653933213(NAD 83)
 BE3634_MARKER: DD = SURVEY DISK
 BE3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3634+STABILITY: SURFACE MOTION
 BE3634
 BE3634  HISTORY     - Date     Condition        Report By
 BE3634  HISTORY     - 1977     MONUMENTED       FLDT
 BE3634  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 BE3634
 BE3634                          STATION DESCRIPTION
 BE3634
 BE3634'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE3634'STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF PANAMA CITY
 BE3634'AND ABOUT 6 MILES WEST OF CALLAWAY, AT DAVIS POINT, ON TYNDALL
 BE3634'AIR FORCE BASE.
 BE3634'
 BE3634'TO REACH STATION FROM THE MAIN GATE AT TYNDALL AIR FORCE BASE.  GO
 BE3634'IN A NORTHWESTERLY DIRECTION TO THE TYNDALL AIR FORCE BASE GOLF
 BE3634'COURSE.  STATION IS BETWEEN THE 14TH AND 15TH GREENS.
 BE3634'
 BE3634'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE3634'BRASS DISK, STAMPED 46 76 B38A, SET IN THE TOP OF A 4 INCH SQUARE
 BE3634'CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 24 FEET EAST OF
 BE3634'THE VEGETATION LINE AT WATERS EDGE OF ST. ANDREW BAY, 35.0 FEET
 BE3634'NORTHWEST OF CENTER OF THE GOLF COURSE ROAD, 40.0 FEET SOUTHWEST
 BE3634'OF A 30 INCH OAK TREE AND 81.5 FEET NORTH-NORTHWEST OF A SIGN
 BE3634'POST FOR GOLF COURSE.
 BE3634
 BE3634                          STATION RECOVERY (1993)
 BE3634
 BE3634'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1525 ***********************************************************************
 BE1525  DESIGNATION -  46 76 B39
 BE1525  PID         -  BE1525
 BE1525  STATE/COUNTY-  FL/BAY
 BE1525  USGS QUAD   -  PANAMA CITY (1982)
 BE1525
 BE1525                         *CURRENT SURVEY CONTROL
 BE1525  ___________________________________________________________________
 BE1525* NAD 83(1990)-  30 09 51.89928(N)    085 41 31.84590(W)     ADJUSTED  
 BE1525* NAVD 88     -         0.628  (meters)       2.06   (feet)  ADJUSTED  
 BE1525  ___________________________________________________________________
 BE1525  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BE1525  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE1525  DYNAMIC HT  -           0.627 (meters)       2.06  (feet)  COMP
 BE1525  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BE1525
 BE1525  HORZ ORDER  -  SECOND
 BE1525  VERT ORDER  -  SECOND    CLASS II
 BE1525
 BE1525.The horizontal coordinates were established by classical geodetic methods
 BE1525.and adjusted by the National Geodetic Survey in May 1991..
 BE1525
 BE1525.The orthometric height was determined by differential leveling
 BE1525.and adjusted by the National Geodetic Survey in June 1991..
 BE1525
 BE1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1525
 BE1525.The geoid height was determined by GEOID03.
 BE1525
 BE1525.The dynamic height is computed by dividing the NAVD 88
 BE1525.geopotential number by the normal gravity value computed on the
 BE1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1525.degrees latitude (g = 980.6199 gals.).
 BE1525
 BE1525.The modeled gravity was interpolated from observed gravity values.
 BE1525
 BE1525;                    North         East     Units Scale Factor Converg.
 BE1525;SPC FL N     -   129,672.849   485,169.148   MT  0.99994843   -0 35 56.8
 BE1525;SPC FL N     -   425,435.01  1,591,759.11   sFT  0.99994843   -0 35 56.8
 BE1525;UTM  16      - 3,337,726.536   625,933.276   MT  0.99979566   +0 39 26.1
 BE1525
 BE1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1525!SPC FL N     -   1.00000425  x   0.99994843  =   0.99995268
 BE1525!UTM  16      -   1.00000425  x   0.99979566  =   0.99979991
 BE1525
 BE1525|---------------------------------------------------------------------|
 BE1525| PID    Reference Object                     Distance      Geod. Az  |
 BE1525|                                                           dddmmss.s |
 BE1525| CW1690 46 76 B39 RM 1                       14.221 METERS 11523     |
 BE1525| BE3634 46 76 B38A                          APPROX. 4.6 KM 1730038.2 |
 BE1525| BE3623 SPANISH SHANTY RESET                APPROX. 6.9 KM 1822855.6 |
 BE1525| BE1485 46 76 B39 RM 2                       14.605 METERS 33308     |
 BE1525| BE1526 46 76 B40                           344.349 METERS 35927     |
 BE1525|---------------------------------------------------------------------|
 BE1525
 BE1525                          SUPERSEDED SURVEY CONTROL
 BE1525
 BE1525  NAD 83(1986)-  30 09 51.90948(N)    085 41 31.85563(W) AD(       ) 2
 BE1525  NAD 27      -  30 09 51.18386(N)    085 41 32.11129(W) AD(       ) 2
 BE1525  NGVD 29 (07/19/86)    0.79   (m)            2.6    (f) LEVELING    3  
 BE1525
 BE1525.Superseded values are not recommended for survey control.
 BE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1525.See file dsdata.txt to determine how the superseded data were derived.
 BE1525
 BE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2593337727(NAD 83)
 BE1525_MARKER: DD = SURVEY DISK
 BE1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1525_STAMPING: 46 76 B39
 BE1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1525+STABILITY: SURFACE MOTION
 BE1525
 BE1525  HISTORY     - Date     Condition        Report By
 BE1525  HISTORY     - 1977     MONUMENTED       FLDT
 BE1525  HISTORY     - 1977     GOOD             FLDT
 BE1525  HISTORY     - 1983     GOOD             NOS
 BE1525
 BE1525                          STATION DESCRIPTION
 BE1525
 BE1525'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1525'STATION IS LOCATED ABOUT 2 MILES WEST OF PANAMA CITY AND ABOUT
 BE1525'3-1/2 MILES NORTHEAST OF ST. ANDREWS STATE PARK, ON THE ST. ANDREW
 BE1525'BAY.
 BE1525'
 BE1525'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 390 AND
 BE1525'U.S. ROUTE 98 IN ST. ANDREW.  GO EAST ON U.S. ROUTE 98 FOR 0.8 MILE
 BE1525'TO THE INTERSECTION OF FRANKFORD AVENUE.  TURN RIGHT AND GO SOUTH
 BE1525'ON FRANKFORD AVENUE FOR 0.7 MILE TO THE END OF FRANKFORD AVENUE AND
 BE1525'STATION JUST SOUTH OF THE END OF FRANKFORD AVENUE.
 BE1525'
 BE1525'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1525'BRASS DISK, STAMPED 46 76 B39, SET IN THE TOP OF A ROUND CONCRETE
 BE1525'MONUMENT FLUSH WITH THE GROUND.  IT IS 2.8 FEET WEST OF A METAL
 BE1525'WITNESS POST, 8.0 FEET SOUTHEAST OF A 18 INCH PINE TREE, 11.0 FEET
 BE1525'WEST OF ANOTHER 18 INCH PINE TREE, 22.6 FEET EAST OF EAST FACE OF
 BE1525'CONCRETE SEAWALL, 24.5 FEET EAST OF SOUTH END OF CHAIN LINK
 BE1525'FENCE, 45.0 FEET NORTH OF APPROXIMATELY HIGH TIDE AND 233.0 FEET
 BE1525'SOUTH OF CENTER OF U.S. BUSINESS ROUTE 98.
 BE1525'
 BE1525'REFERENCE MARK NUMBER 1 IS A STANDARD, U.S. ENGINEER BRASS DISK,
 BE1525'STAMPED PCH-3 1973, SET IN THE TOP OF A 5 INCH SQUARE CONCRETE
 BE1525'MONUMENT PROJECTING 2 INCH ABOVE GROUND.  IT IS 1.2 FEET NORTH OF A
 BE1525'METAL WITNESS POST, 14 FEET NORTH OF APPROXIMATELY HIGH TIDE MARK,
 BE1525'66.0 FEET EAST OF SOUTH CORNER OF CONCRETE SEAWALL AND 70.3 FEET
 BE1525'SOUTHEAST OF SOUTHEAST OF SOUTH END OF CHAIN LINK FENCE.
 BE1525'
 BE1525'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1525'TRANSPORTATION BRASS DISK, STAMPED 46 76 B39 RM NO 2, SET IN THE
 BE1525'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1525'IS 0.6 FOOT EAST OF A METAL WITNESS POST, 2.2 FEET EAST OF CHAIN
 BE1525'LINK FENCE, 39.8 FEET NORTH OF NORTH CORNER OF CONCRETE SEAWALL
 BE1525'AND 39.8 FEET NORTH OF SOUTH END OF CHAIN LINK FENCE.
 BE1525
 BE1525                          STATION RECOVERY (1977)
 BE1525
 BE1525'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1525'2.0 MI W FROM PANAMA CITY.
 BE1525'FROM THE INTERSECTION OF U.S. BUSINESS ROUTE 98 AND HARRISON AVENUE IN
 BE1525'PANAMA CITY.  GO WEST ON U. S. BUSINESS ROUTE 98 FOR ABOUT 2.0 MILES
 BE1525'TO A RIGHT TURN IN HIGHWAY AND STATION MARK.  WHICH IS SET IN THE TOP
 BE1525'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 233.0 FEET
 BE1525'SOUTH OF CENTER OF U.S. BUSINESS ROUTE 98, 45.0 FEET NORTH OF HIGH
 BE1525'TIDE MARK, 24.5 FEET EAST OF SOUTH END OF CHAIN LINK FENCE, 22.6 FEET
 BE1525'EAST OF EAST FACE OF CONCRETE SEAWALL, 11.0 FEET WEST OF A 18 INCH
 BE1525'PINE TREE, 8.0 FEET SOUTHEAST OF ANOTHER 18 INCH PINE TREE AND 2.8
 BE1525'FEET WEST OF A METAL WITNESS POST.  SECTION 1, T 4S, R 15W.
 BE1525
 BE1525                          STATION RECOVERY (1983)
 BE1525
 BE1525'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RDC)
 BE1525'THE STATION WAS RECOVERED AT THIS DATE.
 BE1525'THE STATIONS GEODETIC POSITION WAS VERIFIED THROUGH A
 BE1525'TRAVERSE TO 46 76 B33 FDOT 1976.
 BE1525'
 BE1525'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1525'
 BE1525'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1485 ***********************************************************************
 BE1485  DESIGNATION -  46 76 B39 RM 2
 BE1485  PID         -  BE1485
 BE1485  STATE/COUNTY-  FL/BAY
 BE1485  USGS QUAD   -  PANAMA CITY (1982)
 BE1485
 BE1485                         *CURRENT SURVEY CONTROL
 BE1485  ___________________________________________________________________
 BE1485* NAD 83(1986)-  30 09 52.     (N)    085 41 32.     (W)     SCALED    
 BE1485* NAVD 88     -         1.380  (meters)       4.53   (feet)  ADJUSTED  
 BE1485  ___________________________________________________________________
 BE1485  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE1485  DYNAMIC HT  -           1.379 (meters)       4.52  (feet)  COMP
 BE1485  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BE1485
 BE1485  VERT ORDER  -  SECOND    CLASS II
 BE1485
 BE1485.The horizontal coordinates were scaled from a topographic map and have
 BE1485.an estimated accuracy of +/- 6 seconds.
 BE1485
 BE1485.The orthometric height was determined by differential leveling
 BE1485.and adjusted by the National Geodetic Survey in June 1991..
 BE1485
 BE1485.The geoid height was determined by GEOID03.
 BE1485
 BE1485.The dynamic height is computed by dividing the NAVD 88
 BE1485.geopotential number by the normal gravity value computed on the
 BE1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1485.degrees latitude (g = 980.6199 gals.).
 BE1485
 BE1485.The modeled gravity was interpolated from observed gravity values.
 BE1485
 BE1485;                    North         East    Units  Estimated Accuracy
 BE1485;SPC FL N     -   129,680.      485,170.      MT  (+/- 180 meters Scaled)
 BE1485
 BE1485                          SUPERSEDED SURVEY CONTROL
 BE1485
 BE1485.No superseded survey control is available for this station.
 BE1485
 BE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU259377(NAD 83)
 BE1485_MARKER: DD = SURVEY DISK
 BE1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1485_STAMPING: 46 76 B39 RM NO 2
 BE1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1485+STABILITY: SURFACE MOTION
 BE1485
 BE1485  HISTORY     - Date     Condition        Report By
 BE1485  HISTORY     - 1976     MONUMENTED       FLDT
 BE1485  HISTORY     - 1977     GOOD             FLDT
 BE1485
 BE1485                          STATION DESCRIPTION
 BE1485
 BE1485'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1485'2.0 MI W FROM PANAMA CITY.
 BE1485'FROM THE INTERSECTION OF U.S. BUSINESS ROUTE 98 AND HARRISON AVENUE IN
 BE1485'PANAMA CITY.  GO WEST ON U.S. BUSINESS ROUTE 98 FOR ABOUT 2.0 MILES TO
 BE1485'A RIGHT TURN IN HIGHWAY AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BE1485'OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, JUST SOUTH
 BE1485'OF ROAD.  IT IS 39.8 FEET NORTH OF SOUTH END OF CHAIN LINK FENCE, 39.8
 BE1485'FEET NORTH OF NORTH CORNER OF A CONCRETE SEAWALL, 2.2 FEET EAST OF THE
 BE1485'CHAIN LINK FENCE AND 0.6 FOOT EAST OF A METAL WITNESS POST. SECTION 1,
 BE1485'T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1526 ***********************************************************************
 BE1526  DESIGNATION -  46 76 B40
 BE1526  PID         -  BE1526
 BE1526  STATE/COUNTY-  FL/BAY
 BE1526  USGS QUAD   -  PANAMA CITY (1982)
 BE1526
 BE1526                         *CURRENT SURVEY CONTROL
 BE1526  ___________________________________________________________________
 BE1526* NAD 83(1990)-  30 10 03.08145(N)    085 41 31.96768(W)     ADJUSTED  
 BE1526* NAVD 88     -         7.426  (meters)      24.36   (feet)  ADJUSTED  
 BE1526  ___________________________________________________________________
 BE1526  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BE1526  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE1526  DYNAMIC HT  -           7.416 (meters)      24.33  (feet)  COMP
 BE1526  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 BE1526
 BE1526  HORZ ORDER  -  SECOND
 BE1526  VERT ORDER  -  SECOND    CLASS II
 BE1526
 BE1526.The horizontal coordinates were established by classical geodetic methods
 BE1526.and adjusted by the National Geodetic Survey in May 1991..
 BE1526
 BE1526.The orthometric height was determined by differential leveling
 BE1526.and adjusted by the National Geodetic Survey in June 1991..
 BE1526
 BE1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1526
 BE1526.The geoid height was determined by GEOID03.
 BE1526
 BE1526.The dynamic height is computed by dividing the NAVD 88
 BE1526.geopotential number by the normal gravity value computed on the
 BE1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1526.degrees latitude (g = 980.6199 gals.).
 BE1526
 BE1526.The modeled gravity was interpolated from observed gravity values.
 BE1526
 BE1526;                    North         East     Units Scale Factor Converg.
 BE1526;SPC FL N     -   130,017.181   485,169.490   MT  0.99994843   -0 35 56.8
 BE1526;SPC FL N     -   426,564.70  1,591,760.24   sFT  0.99994843   -0 35 56.8
 BE1526;UTM  16      - 3,338,070.740   625,926.069   MT  0.99979564   +0 39 26.2
 BE1526
 BE1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1526!SPC FL N     -   1.00000318  x   0.99994843  =   0.99995161
 BE1526!UTM  16      -   1.00000318  x   0.99979564  =   0.99979882
 BE1526
 BE1526|---------------------------------------------------------------------|
 BE1526| PID    Reference Object                     Distance      Geod. Az  |
 BE1526|                                                           dddmmss.s |
 BE1526| BE0732 ANDREW RESET                        375.940 METERS 00254     |
 BE1526| BE1525 46 76 B39                           344.349 METERS 17927     |
 BE1526|---------------------------------------------------------------------|
 BE1526
 BE1526                          SUPERSEDED SURVEY CONTROL
 BE1526
 BE1526  NAD 83(1986)-  30 10 03.09166(N)    085 41 31.97740(W) AD(       ) 2
 BE1526  NAD 27      -  30 10 02.36606(N)    085 41 32.23301(W) AD(       ) 2
 BE1526  NGVD 29 (07/19/86)    7.58   (m)           24.9    (f) LEVELING    3  
 BE1526
 BE1526.Superseded values are not recommended for survey control.
 BE1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1526.See file dsdata.txt to determine how the superseded data were derived.
 BE1526
 BE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2592638071(NAD 83)
 BE1526_MARKER: DD = SURVEY DISK
 BE1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1526_STAMPING: 46 76 B40
 BE1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1526+STABILITY: SURFACE MOTION
 BE1526
 BE1526  HISTORY     - Date     Condition        Report By
 BE1526  HISTORY     - 1973     MONUMENTED       FLDT
 BE1526  HISTORY     - 1977     GOOD             FLDT
 BE1526
 BE1526                          STATION DESCRIPTION
 BE1526
 BE1526'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CBM)
 BE1526'STATION IS LOCATED ABOUT 2 MILES WEST OF PANAMA CITY AND ABOUT
 BE1526'3-3/4 MILES NORTHEAST OF ST. ANDREWS STATE PARK, AT THE
 BE1526'INTERSECTION OF 10TH STREET AND FRANKFORD AVENUE, IN ST. ANDREW.
 BE1526'
 BE1526'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 390 AND
 BE1526'U.S. ROUTE 98 IN ST. ANDREW.  GO EAST ON U.S. ROUTE 98 FOR 0.8 MILE
 BE1526'TO THE INTERSECTION OF FRANKFORD AVENUE.  TURN RIGHT AND GO SOUTH
 BE1526'ON FRANKFORD AVENUE FOR 0.5 MILE TO THE INTERSECTION OF 10TH STREET
 BE1526'AND STATION.
 BE1526'
 BE1526'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1526'BRASS DISK, STAMPED 46 76 B40, SET IN THE TOP OF A 4 INCH SQUARE
 BE1526'CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 0.3 FOOT WEST
 BE1526'OF WEST EDGE OF CONCRETE CURB, 6.0 FEET EAST OF EAST EDGE OF
 BE1526'CONCRETE SIDEWALK, 22.5 FEET WEST OF CENTER OF FRANKFORD AVENUE
 BE1526'AND 33.5 FEET NORTH OF CENTER OF 10TH STREET.
 BE1526
 BE1526                          STATION RECOVERY (1977)
 BE1526
 BE1526'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1526'2.15 MI W FROM PANAMA CITY.
 BE1526'ABOUT 2.1 MILES WEST ALONG THE BUSINESS ROUTE OF U.S. ROUTE 98 FROM
 BE1526'THE INTERSECTION OF HARRISON AVENUE AT PANAMA CITY, THENCE 0.05 MILE
 BE1526'NORTH ALONG FRANKFORD AVENUE, NEAR THE INTERSECTION OF 10TH STREET
 BE1526'LEADING WEST AND STATION MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1526'SQUARE CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 33.5 FEET
 BE1526'NORTH OF CENTER OF 10TH STREET, 22.5 FEET WEST OF CENTER OF FRANKFORD
 BE1526'AVENUE, 6.0 FEET EAST OF EAST EDGE OF CONCRETE SIDEWALK AND 0.3 FEET
 BE1526'WEST OF WEST EDGE OF CONCRETE CURB.  SECTION 1, T 4S, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3985 ***********************************************************************
 BE3985  DESIGNATION -  46 91 GPS1
 BE3985  PID         -  BE3985
 BE3985  STATE/COUNTY-  FL/BAY
 BE3985  USGS QUAD   -  LAGUNA BEACH (1982)
 BE3985
 BE3985                         *CURRENT SURVEY CONTROL
 BE3985  ___________________________________________________________________
 BE3985* NAD 83(1999)-  30 13 52.65088(N)    085 53 14.46743(W)     ADJUSTED  
 BE3985* NAVD 88     -        10.6    (meters)      35.     (feet)  GPS OBS   
 BE3985  ___________________________________________________________________
 BE3985  X           -     395,549.750 (meters)                     COMP
 BE3985  Y           -  -5,501,174.860 (meters)                     COMP
 BE3985  Z           -   3,192,543.767 (meters)                     COMP
 BE3985  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BE3985  ELLIP HEIGHT-         -17.25  (meters)          (07/06/01) GPS OBS
 BE3985  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3985
 BE3985  HORZ ORDER  -  SECOND
 BE3985  ELLP ORDER  -  FOURTH    CLASS II
 BE3985
 BE3985.The horizontal coordinates were established by GPS observations
 BE3985.and adjusted by the National Geodetic Survey in July 2001..
 BE3985
 BE3985.The orthometric height was determined by GPS observations and a
 BE3985.high-resolution geoid model.
 BE3985
 BE3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3985
 BE3985.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3985
 BE3985.The ellipsoidal height was determined by GPS observations
 BE3985.and is referenced to NAD 83.
 BE3985
 BE3985.The geoid height was determined by GEOID03.
 BE3985
 BE3985;                    North         East     Units Scale Factor Converg.
 BE3985;SPC FL N     -   137,298.107   466,461.162   MT  0.99994905   -0 41 49.8
 BE3985;SPC FL N     -   450,452.21  1,530,381.33   sFT  0.99994905   -0 41 49.8
 BE3985;UTM  16      - 3,344,938.281   607,065.938   MT  0.99974142   +0 33 36.9
 BE3985
 BE3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3985!SPC FL N     -   1.00000271  x   0.99994905  =   0.99995176
 BE3985!UTM  16      -   1.00000271  x   0.99974142  =   0.99974413
 BE3985
 BE3985                          SUPERSEDED SURVEY CONTROL
 BE3985
 BE3985  NAD 83(1990)-  30 13 52.64862(N)    085 53 14.46541(W) AD(       ) 2
 BE3985
 BE3985.Superseded values are not recommended for survey control.
 BE3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3985.See file dsdata.txt to determine how the superseded data were derived.
 BE3985
 BE3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0706644938(NAD 83)
 BE3985_MARKER: DE = TRAVERSE STATION DISK
 BE3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3985_SP_SET: CONCRETE POST
 BE3985_STAMPING: 46 91 GPS1
 BE3985_MARK LOGO: FLDT  
 BE3985_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3985+STABILITY: SURFACE MOTION
 BE3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3985+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3985
 BE3985  HISTORY     - Date     Condition        Report By
 BE3985  HISTORY     - 1991     MONUMENTED       FLDT
 BE3985
 BE3985                          STATION DESCRIPTION
 BE3985
 BE3985'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3985'THE STATION IS LOCATED IN PANAMA CITY BEACH, FLORIDA JUST NORTH OF THE
 BE3985'INTERSECTION OF US HIGHWAY 98 AND STATE ROAD 79.
 BE3985'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 98 AND STATE
 BE3985'ROAD 79 GO NORTH FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 BE3985'THE STATION IS AT GROUND LEVEL. LOCATED 5 M (16.4 FT) NORTHEASTERLY
 BE3985'FROM A WATER METER, 9 M (29.5 FT) WEST OF THE CENTERLINE OF STATE
 BE3985'ROAD 79, 24.99 M (82.0 FT) SOUTH OF THE CENTERLINE OF ARMSTRONG
 BE3985'COURT,AND 10.67 M (35.0 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3986 ***********************************************************************
 BE3986  DESIGNATION -  46 91 GPS2
 BE3986  PID         -  BE3986
 BE3986  STATE/COUNTY-  FL/BAY
 BE3986  USGS QUAD   -  WEST BAY (1994)
 BE3986
 BE3986                         *CURRENT SURVEY CONTROL
 BE3986  ___________________________________________________________________
 BE3986* NAD 83(1999)-  30 18 11.66232(N)    085 51 07.57981(W)     ADJUSTED  
 BE3986* NAVD 88     -         5.7    (meters)      19.     (feet)  GPS OBS   
 BE3986  ___________________________________________________________________
 BE3986  X           -     398,642.740 (meters)                     COMP
 BE3986  Y           -  -5,496,916.695 (meters)                     COMP
 BE3986  Z           -   3,199,429.930 (meters)                     COMP
 BE3986  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BE3986  ELLIP HEIGHT-         -22.14  (meters)          (07/06/01) GPS OBS
 BE3986  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE3986
 BE3986  HORZ ORDER  -  SECOND
 BE3986  ELLP ORDER  -  FOURTH    CLASS II
 BE3986
 BE3986.The horizontal coordinates were established by GPS observations
 BE3986.and adjusted by the National Geodetic Survey in July 2001..
 BE3986
 BE3986.The orthometric height was determined by GPS observations and a
 BE3986.high-resolution geoid model.
 BE3986
 BE3986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3986
 BE3986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3986
 BE3986.The ellipsoidal height was determined by GPS observations
 BE3986.and is referenced to NAD 83.
 BE3986
 BE3986.The geoid height was determined by GEOID03.
 BE3986
 BE3986;                    North         East     Units Scale Factor Converg.
 BE3986;SPC FL N     -   145,232.285   469,948.219   MT  0.99995124   -0 40 46.1
 BE3986;SPC FL N     -   476,482.92  1,541,821.78   sFT  0.99995124   -0 40 46.1
 BE3986;UTM  16      - 3,352,945.472   610,377.276   MT  0.99975030   +0 34 45.3
 BE3986
 BE3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3986!SPC FL N     -   1.00000348  x   0.99995124  =   0.99995472
 BE3986!UTM  16      -   1.00000348  x   0.99975030  =   0.99975378
 BE3986
 BE3986                          SUPERSEDED SURVEY CONTROL
 BE3986
 BE3986  NAD 83(1990)-  30 18 11.66125(N)    085 51 07.58228(W) AD(       ) 2
 BE3986  NAD 83(1990)-  30 18 11.66123(N)    085 51 07.58233(W) AD(       ) 2
 BE3986
 BE3986.Superseded values are not recommended for survey control.
 BE3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3986.See file dsdata.txt to determine how the superseded data were derived.
 BE3986
 BE3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1037752945(NAD 83)
 BE3986_MARKER: DD = SURVEY DISK
 BE3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3986_SP_SET: CONCRETE POST
 BE3986_STAMPING: 46 91 GPS2
 BE3986_MARK LOGO: FLDT  
 BE3986_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3986+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3986
 BE3986  HISTORY     - Date     Condition        Report By
 BE3986  HISTORY     - 1991     MONUMENTED       FLDT
 BE3986
 BE3986                          STATION DESCRIPTION
 BE3986
 BE3986'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3986'THE STATION IS LOCATED 1.70 KM (1.05 MI) NORTH OF PANAMA CITY BEACH
 BE3986'ON THE EAST SIDE OF STATE ROAD 79.
 BE3986'THE REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BE3986'ROAD 79, GO NORTH 8.21 KM (5.10 MI) ALONG STATE ROAD 79 TO THE COUNTY
 BE3986'ROAD 388 INTERSECTION, CONTINUE STRAIGHT AHEAD AND GO 0.48 KM
 BE3986'(0.30   MI) TO STATION ON THE RIGHT.
 BE3986'THE STATION IS AT GROUND LEVEL. LOCATED 22.4 M (73.5 FT)
 BE3986'SOUTHEASTERLYFROM A SPEED LIMIT SIGN, 17.37 M (57.0 FT) EASTERLY OF
 BE3986'THE CENTERLINE OF PAVEMENT OF STATE ROAD 79, 21.8 M (71.5 FT)
 BE3986'NORTHERLY OF A UTILITY POLE, 2.3 M (7.5 FT) NORTHERLY OF THE EDGE OF A
 BE3986'DIRT TRAIL, AND 1.07 M(3.5 FT) WESTERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3987 ***********************************************************************
 BE3987  DESIGNATION -  46 91 GPS3
 BE3987  PID         -  BE3987
 BE3987  STATE/COUNTY-  FL/BAY
 BE3987  USGS QUAD   -  RED HEAD (1994)
 BE3987
 BE3987                         *CURRENT SURVEY CONTROL
 BE3987  ___________________________________________________________________
 BE3987* NAD 83(1999)-  30 22 43.37983(N)    085 51 59.52914(W)     ADJUSTED  
 BE3987* NAVD 88     -        21.3    (meters)      70.     (feet)  GPS OBS   
 BE3987  ___________________________________________________________________
 BE3987  X           -     396,954.599 (meters)                     COMP
 BE3987  Y           -  -5,492,814.660 (meters)                     COMP
 BE3987  Z           -   3,206,659.013 (meters)                     COMP
 BE3987  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BE3987  ELLIP HEIGHT-          -6.56  (meters)          (07/06/01) GPS OBS
 BE3987  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE3987
 BE3987  HORZ ORDER  -  SECOND
 BE3987  ELLP ORDER  -  FOURTH    CLASS II
 BE3987
 BE3987.The horizontal coordinates were established by GPS observations
 BE3987.and adjusted by the National Geodetic Survey in July 2001..
 BE3987
 BE3987.The orthometric height was determined by GPS observations and a
 BE3987.high-resolution geoid model.
 BE3987
 BE3987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3987
 BE3987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3987
 BE3987.The ellipsoidal height was determined by GPS observations
 BE3987.and is referenced to NAD 83.
 BE3987
 BE3987.The geoid height was determined by GEOID03.
 BE3987
 BE3987;                    North         East     Units Scale Factor Converg.
 BE3987;SPC FL N     -   153,615.094   468,660.584   MT  0.99995521   -0 41 12.2
 BE3987;SPC FL N     -   503,985.52  1,537,597.27   sFT  0.99995521   -0 41 12.2
 BE3987;UTM  16      - 3,361,296.246   608,906.014   MT  0.99974632   +0 34 23.8
 BE3987
 BE3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3987!SPC FL N     -   1.00000103  x   0.99995521  =   0.99995624
 BE3987!UTM  16      -   1.00000103  x   0.99974632  =   0.99974735
 BE3987
 BE3987                          SUPERSEDED SURVEY CONTROL
 BE3987
 BE3987  NAD 83(1990)-  30 22 43.37906(N)    085 51 59.53006(W) AD(       ) 2
 BE3987
 BE3987.Superseded values are not recommended for survey control.
 BE3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3987.See file dsdata.txt to determine how the superseded data were derived.
 BE3987
 BE3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0890661296(NAD 83)
 BE3987_MARKER: DE = TRAVERSE STATION DISK
 BE3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3987_SP_SET: CONCRETE POST
 BE3987_STAMPING: 46 91 GPS3
 BE3987_MARK LOGO: FLDT  
 BE3987_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3987+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3987
 BE3987  HISTORY     - Date     Condition        Report By
 BE3987  HISTORY     - 1991     MONUMENTED       HEIDT
 BE3987
 BE3987                          STATION DESCRIPTION
 BE3987
 BE3987'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1991
 BE3987'THE STATION IS LOCATED 17.70 KM (11.00 MI) NORTHERLY OF PANAMA CITY
 BE3987'BEACH, FLORIDA ON THE WEST SIDE OF STATE ROAD 79.
 BE3987'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 79 AND US
 BE3987'HIGHWAY 98 GO NORTHERLY ALONG STATE ROAD 79 8.21 KM (5.10 MI) TO THE
 BE3987'INTERSECTION OF COUNTY ROAD 388 EAST. CONTINUE STRAIGHT AHEAD,
 BE3987'NORTHERLY 8.93 KM (5.55 MI) TO THE STATION ON THE LEFT.
 BE3987'THE STATION IS AT GROUND LEVEL. LOCATED 45.11 METERS WESTERLY OF A 13
 BE3987'INCH PINE WITH A NAIL AND DISK NO LB 148, 12.43 M (40.8 FT)
 BE3987'SOUTHWESTERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 79, AND 2.13
 BE3987'M (7.0 FT) NORTHEASTERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0290 ***********************************************************************
 BC0290  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0290  DESIGNATION -  4601
 BC0290  PID         -  BC0290
 BC0290  STATE/COUNTY-  FL/DUVAL
 BC0290  USGS QUAD   -  EASTPORT (1992)
 BC0290
 BC0290                         *CURRENT SURVEY CONTROL
 BC0290  ___________________________________________________________________
 BC0290* NAD 83(1986)-  30 24 17.     (N)    081 30 26.     (W)     SCALED    
 BC0290* NAVD 88     -         2.562  (meters)       8.41   (feet)  ADJUSTED  
 BC0290  ___________________________________________________________________
 BC0290  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC0290  DYNAMIC HT  -           2.559 (meters)       8.40  (feet)  COMP
 BC0290  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 BC0290
 BC0290  VERT ORDER  -  FIRST     CLASS II
 BC0290
 BC0290.The horizontal coordinates were scaled from a topographic map and have
 BC0290.an estimated accuracy of +/- 6 seconds.
 BC0290
 BC0290.The orthometric height was determined by differential leveling
 BC0290.and adjusted by the National Geodetic Survey in June 1991..
 BC0290
 BC0290.This Tidal Bench Mark is designated as VM 5081
 BC0290.by the Center for Operational Oceanographic Products and Services.
 BC0290
 BC0290.The geoid height was determined by GEOID03.
 BC0290
 BC0290.The dynamic height is computed by dividing the NAVD 88
 BC0290.geopotential number by the normal gravity value computed on the
 BC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0290.degrees latitude (g = 980.6199 gals.).
 BC0290
 BC0290.The modeled gravity was interpolated from observed gravity values.
 BC0290
 BC0290;                    North         East    Units  Estimated Accuracy
 BC0290;SPC FL E     -   672,840.      151,260.      MT  (+/- 180 meters Scaled)
 BC0290
 BC0290                          SUPERSEDED SURVEY CONTROL
 BC0290
 BC0290  NGVD 29 (09/01/92)    2.893  (m)            9.49   (f) ADJUSTED    1 2
 BC0290
 BC0290.Superseded values are not recommended for survey control.
 BC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0290.See file dsdata.txt to determine how the superseded data were derived.
 BC0290
 BC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512637(NAD 83)
 BC0290_MARKER: DD = SURVEY DISK
 BC0290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0290_SP_SET: BRIDGE ABUTMENT
 BC0290_STAMPING: NO STAMPING
 BC0290_MARK LOGO: FLSRD 
 BC0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0290+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC0290
 BC0290  HISTORY     - Date     Condition        Report By
 BC0290  HISTORY     - UNK      MONUMENTED       FLDT
 BC0290  HISTORY     - 1970     GOOD             NGS
 BC0290  HISTORY     - 1977     GOOD             FLDNR
 BC0290  HISTORY     - 1987     GOOD             FLDNR
 BC0290  HISTORY     - 19910419 GOOD             NGS
 BC0290  HISTORY     - 20040512 GOOD             FLDEP
 BC0290
 BC0290                          STATION DESCRIPTION
 BC0290
 BC0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0290'5 MI W FROM MAYPORT.
 BC0290'ABOUT 5.05 MILES WEST ALONG STATE HIGHWAY 105 FROM THE JUNCTION
 BC0290'OF STATE HIGHWAY A 1 A AND THE WEST FERRY LANDING OF THE NEWPORT
 BC0290'FERRY AT NEWPORT, SET ON THE TOP OF THE NORTHEAST END OF THE
 BC0290'SOUTHEAST ABUTMENT OF THE LARGE BRIDGE OVER CLAPBOARD CREEK, 20.0
 BC0290'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1/2 FOOT
 BC0290'ABOVE THE LEVEL OF THE HIGHWAY.
 BC0290
 BC0290                          STATION RECOVERY (1977)
 BC0290
 BC0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0290'RECOVERED IN GOOD CONDITION.
 BC0290
 BC0290                          STATION RECOVERY (1987)
 BC0290
 BC0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0290'RECOVERED AS DESCRIBED.
 BC0290
 BC0290                          STATION RECOVERY (1991)
 BC0290
 BC0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0290'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC0290'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE,
 BC0290'THENCE 15.0 KM (9.3 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER
 BC0290'DRIVE), IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST END
 BC0290'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 BC0290'CLAPBOARD CREEK, 5.9 M (19.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 BC0290'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE
 BC0290'ORIGINAL DESCRIPTION STATES THAT THE MARK WAS STAMPED 4601, BUT AN
 BC0290'UNSTAMPED DISK WAS FOUND AT THE DESCRIBED LOCATION.
 BC0290
 BC0290                          STATION RECOVERY (2004)
 BC0290
 BC0290'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0290'RECOVERED IN GOOD CONDITION.
 BC0290' 
 BC0290'THE MARK IS IN JACKSONVILLE IN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 28
 BC0290'EAST.
 BC0290' 
 BC0290'THE MARK IS CURRENTLY INACCESSIBLE DUE TO THE INSTALLATION OF A METAL
 BC0290'HANDRAIL ON TOP  OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3217 ***********************************************************************
 AI3217  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3217  DESIGNATION -  4691 DA 04
 AI3217  PID         -  AI3217
 AI3217  STATE/COUNTY-  FL/BAY
 AI3217  USGS QUAD   -  BEACON BEACH (1994)
 AI3217
 AI3217                         *CURRENT SURVEY CONTROL
 AI3217  ___________________________________________________________________
 AI3217* NAD 83(1986)-  30 07 27.     (N)    085 44 05.     (W)     SCALED    
 AI3217* NAVD 88     -         6.960  (meters)      22.83   (feet)  ADJUSTED  
 AI3217  ___________________________________________________________________
 AI3217  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AI3217  DYNAMIC HT  -           6.950 (meters)      22.80  (feet)  COMP
 AI3217  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 AI3217
 AI3217  VERT ORDER  -  SECOND    CLASS I
 AI3217
 AI3217.The horizontal coordinates were scaled from a topographic map and have
 AI3217.an estimated accuracy of +/- 6 seconds.
 AI3217
 AI3217.The orthometric height was determined by differential leveling
 AI3217.and adjusted by the National Geodetic Survey in May 2001..
 AI3217.No vertical observational check was made to the station.
 AI3217
 AI3217.This Tidal Bench Mark is designated as VM 12496
 AI3217.by the Center for Operational Oceanographic Products and Services.
 AI3217
 AI3217.The geoid height was determined by GEOID03.
 AI3217
 AI3217.The dynamic height is computed by dividing the NAVD 88
 AI3217.geopotential number by the normal gravity value computed on the
 AI3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3217.degrees latitude (g = 980.6199 gals.).
 AI3217
 AI3217.The modeled gravity was interpolated from observed gravity values.
 AI3217
 AI3217;                    North         East    Units  Estimated Accuracy
 AI3217;SPC FL N     -   125,260.      481,020.      MT  (+/- 180 meters Scaled)
 AI3217
 AI3217                          SUPERSEDED SURVEY CONTROL
 AI3217
 AI3217.No superseded survey control is available for this station.
 AI3217
 AI3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU218332(NAD 83)
 AI3217_MARKER: DD = SURVEY DISK
 AI3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3217_STAMPING: 4691 DA 04
 AI3217_MARK LOGO: FLDNR 
 AI3217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3217+STABILITY: SURFACE MOTION
 AI3217
 AI3217  HISTORY     - Date     Condition        Report By
 AI3217  HISTORY     - UNK      MONUMENTED       FLDNR
 AI3217  HISTORY     - 19910823 GOOD             FLDNR
 AI3217
 AI3217                          STATION DESCRIPTION
 AI3217
 AI3217'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3217'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3217'BRIDGE OVER ST. ANDREWS BAY IN SECTION 22, T 4 S, R 15 W. TO REACH THE
 AI3217'MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 AI3217'WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF THOMAS
 AI3217'DRIVE (COUNTY ROAD 3031) ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS
 AI3217'DRIVE (COUNTY ROAD 3031) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 AI3217'ROAD 392, TURN LEFT AND GO EAST ON COUNTY ROAD 392 FOR 0.5 MI (0.8 KM)
 AI3217'TO A GATE AT THE ENTRANCE TO THE ST. ANDREWS STATE PARK, CONTINUE
 AI3217'NORTHEASTERLY THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO THE RANGER
 AI3217'STATION, CONTINUE NORTHEASTERLY PASSED THE RANGER STATION FOR 0.80 MI
 AI3217'(1.29 KM) TO A FOUR WAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST FOR
 AI3217'0.4 MI (0.6 KM) TO THE JETTIES PICNIC AREA, TURN LEFT AND GO SOUTH TO
 AI3217'THE END OF THE PARKING AREA AND END OF TRUCK TRAVEL.  THE MARK IS ON
 AI3217'TOP OF A SAND DUNE. LOCATED 169.5 FT (51.7 M) SOUTHWEST OF THE
 AI3217'SOUTHWEST EDGE OF THE ASPHALT PARKING AREA, 102.0 FT (31.1 M) WEST OF
 AI3217'THE SOUTHWEST CORNER OF A WOOD SIDING BUILDING AND 2.5 FT (0.8 M)
 AI3217'SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7276 ***********************************************************************
 AL7276  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7276  DESIGNATION -  4.70
 AL7276  PID         -  AL7276
 AL7276  STATE/COUNTY-  FL/CITRUS
 AL7276  USGS QUAD   -  RED LEVEL (1992)
 AL7276
 AL7276                         *CURRENT SURVEY CONTROL
 AL7276  ___________________________________________________________________
 AL7276* NAD 83(1986)-  28 53 57.     (N)    082 38 14.     (W)     SCALED    
 AL7276* NAVD 88     -         1.054  (meters)       3.46   (feet)  POSTED    
 AL7276  ___________________________________________________________________
 AL7276  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AL7276  DYNAMIC HT  -           1.050 (meters)       3.44  (feet)  COMP
 AL7276  MODELED GRAV-     979,227.6   (mgal)                       NAVD 88
 AL7276
 AL7276  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AL7276
 AL7276.The horizontal coordinates were scaled from a topographic map and have
 AL7276.an estimated accuracy of +/- 6 seconds.
 AL7276
 AL7276.The orthometric height was determined by differential leveling
 AL7276.and adjusted by the National Geodetic Survey in 1992..
 AL7276.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AL7276.rate of 4.1 thru 8.0 mm/km.
 AL7276
 AL7276.This Tidal Bench Mark is designated as VM 7804
 AL7276.by the Center for Operational Oceanographic Products and Services.
 AL7276
 AL7276.The geoid height was determined by GEOID03.
 AL7276
 AL7276.The dynamic height is computed by dividing the NAVD 88
 AL7276.geopotential number by the normal gravity value computed on the
 AL7276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7276.degrees latitude (g = 980.6199 gals.).
 AL7276
 AL7276.The modeled gravity was interpolated from observed gravity values.
 AL7276
 AL7276;                    North         East    Units  Estimated Accuracy
 AL7276;SPC FL W     -   506,020.      137,850.      MT  (+/- 180 meters Scaled)
 AL7276
 AL7276                          SUPERSEDED SURVEY CONTROL
 AL7276
 AL7276.No superseded survey control is available for this station.
 AL7276
 AL7276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM403979(NAD 83)
 AL7276_MARKER: DD = SURVEY DISK
 AL7276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7276_SP_SET: CULVERT HEADWALL
 AL7276_STAMPING: 4.70
 AL7276_MARK LOGO: FLDT  
 AL7276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7276+STABILITY: SURFACE MOTION
 AL7276
 AL7276  HISTORY     - Date     Condition        Report By
 AL7276  HISTORY     - UNK      MONUMENTED       FLDT
 AL7276  HISTORY     - 1977     GOOD             FLDNR
 AL7276  HISTORY     - 1985     GOOD             FLDNR
 AL7276  HISTORY     - 1989     GOOD             USPSQD
 AL7276
 AL7276                          STATION DESCRIPTION
 AL7276
 AL7276'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7276'5.9 MI SW FROM CRYSTAL RIVER.
 AL7276'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7276'AT CRYSTAL RIVER. PROCEED 1.1 MILES TO WHERE STATE ROAD 44 PICKS
 AL7276'UP AGAIN TO THE RIGHT, AND ANOTHER ROAD GOING WEST TO PARADISE
 AL7276'POINT, THENCE SOUTHWEST ALONG STATE ROAD 44, 2.4 MILES TO THE
 AL7276'INTERSECTION WITH SUNCOAST BOULEVARD, THENCE NORTHWESTERLY ALONG
 AL7276'STATE ROAD 44 1.8 MILES TO THE MARK, WHICH BEARS 18 FEET SOUTH OF
 AL7276'THE CENTER LINE OF STATE ROAD 44, SET FLUSH IN THE TOP OF A 0.7
 AL7276'FOOT THICK CONCRETE CULVERT ABUTMENT, 24 FEET FROM THE EAST END
 AL7276'OF THE CULVERT, 12 FEET FROM THE WEST END OF THE CULVERT.
 AL7276
 AL7276                          STATION RECOVERY (1985)
 AL7276
 AL7276'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7276'RECOVERED IN GOOD CONDITION EXCEPT 1.8 MILES SHOULD BE 2.8 MILES, AND
 AL7276'IS 24 FEET WEST OF A WITNESS POST.
 AL7276
 AL7276                          STATION RECOVERY (1989)
 AL7276
 AL7276'RECOVERY NOTE BY US POWER SQUADRON 1989 (WT)
 AL7276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0531 ***********************************************************************
 BD0531  DESIGNATION -  47.05 C OF P
 BD0531  PID         -  BD0531
 BD0531  STATE/COUNTY-  FL/TAYLOR
 BD0531  USGS QUAD   -  PERRY (1993)
 BD0531
 BD0531                         *CURRENT SURVEY CONTROL
 BD0531  ___________________________________________________________________
 BD0531* NAD 83(1986)-  30 07 02.     (N)    083 34 56.     (W)     SCALED    
 BD0531* NAVD 88     -        14.187  (meters)      46.55   (feet)  ADJUSTED  
 BD0531  ___________________________________________________________________
 BD0531  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BD0531  DYNAMIC HT  -          14.169 (meters)      46.49  (feet)  COMP
 BD0531  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 BD0531
 BD0531  VERT ORDER  -  FIRST     CLASS I
 BD0531
 BD0531.The horizontal coordinates were scaled from a topographic map and have
 BD0531.an estimated accuracy of +/- 6 seconds.
 BD0531
 BD0531.The orthometric height was determined by differential leveling
 BD0531.and adjusted by the National Geodetic Survey in June 1991..
 BD0531
 BD0531.The geoid height was determined by GEOID03.
 BD0531
 BD0531.The dynamic height is computed by dividing the NAVD 88
 BD0531.geopotential number by the normal gravity value computed on the
 BD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0531.degrees latitude (g = 980.6199 gals.).
 BD0531
 BD0531.The modeled gravity was interpolated from observed gravity values.
 BD0531
 BD0531;                    North         East    Units  Estimated Accuracy
 BD0531;SPC FL N     -   124,200.      688,440.      MT  (+/- 180 meters Scaled)
 BD0531
 BD0531                          SUPERSEDED SURVEY CONTROL
 BD0531
 BD0531  NGVD 29 (??/??/92)   14.397  (m)           47.23   (f) ADJ UNCH    1 1
 BD0531
 BD0531.Superseded values are not recommended for survey control.
 BD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0531.See file dsdata.txt to determine how the superseded data were derived.
 BD0531
 BD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP512345(NAD 83)
 BD0531_MARKER: DD = SURVEY DISK
 BD0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD0531_SP_SET: STEP
 BD0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0531
 BD0531  HISTORY     - Date     Condition        Report By
 BD0531  HISTORY     - UNK      MONUMENTED       LOCENG
 BD0531  HISTORY     - 1967     GOOD             NGS
 BD0531  HISTORY     - 1978     MARK NOT FOUND   NGS
 BD0531
 BD0531                          STATION DESCRIPTION
 BD0531
 BD0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BD0531'AT PERRY.
 BD0531'AT PERRY, IN SECTION 24, R 27 E, T 4 S, ON THE TOP OF THE
 BD0531'SOUTH END OF THE BOTTOM STEP LEADING TO THE WEST ENTRANCE TO THE
 BD0531'COURTHOUSE BUILDING, 12 FEET SOUTH OF THE APPROXIMATE CENTER
 BD0531'OF THE WEST ENTRANCE TO COURTHOUSE, 1 FOOT NORTH OF THE SOUTH
 BD0531'END OF THE STEP, A 5-BY-7 INCH MARBLE SLAB WITH THE ENGARVING
 BD0531'47.05 FT ABOVE SEA LEVEL MB JFK AND 0.8 FOOT ABOVE THE LEVEL
 BD0531'OF THE GROUND.  NOTE-- PLANS ARE FOR A NEW COURTHOUSE TO BE
 BD0531'ERECTED AT THIS SITE AND THIS MARK WILL PROBABLY BE DESTROYED
 BD0531'DURING THE DEMOLITION OF THE PRESENT STRUCTURE.  BENCH MARK
 BD0531'PERRY RESET 1953 IS LOCATED NEARBY AND WILL PROBABLY REMAIN
 BD0531'DURING THE CONSTRUCTION OF THE NEW COURTHOUSE.
 BD0531
 BD0531                          STATION RECOVERY (1978)
 BD0531
 BD0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BD0531'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7021 ***********************************************************************
 AK7021  DESIGNATION -  47=RTMP 02
 AK7021  PID         -  AK7021
 AK7021  STATE/COUNTY-  FL/SUMTER
 AK7021  USGS QUAD   -  MASCOTTE (1969)
 AK7021
 AK7021                         *CURRENT SURVEY CONTROL
 AK7021  ___________________________________________________________________
 AK7021* NAD 83(1999)-  28 34 45.12978(N)    081 58 38.15080(W)     ADJUSTED  
 AK7021* NAVD 88     -        38.082  (meters)     124.94   (feet)  ADJUSTED  
 AK7021  ___________________________________________________________________
 AK7021  X           -     782,310.735 (meters)                     COMP
 AK7021  Y           -  -5,550,448.030 (meters)                     COMP
 AK7021  Z           -   3,033,033.409 (meters)                     COMP
 AK7021  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AK7021  ELLIP HEIGHT-          11.13  (meters)          (06/19/01) GPS OBS
 AK7021  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AK7021  DYNAMIC HT  -          38.028 (meters)     124.76  (feet)  COMP
 AK7021  MODELED GRAV-     979,212.2   (mgal)                       NAVD 88
 AK7021
 AK7021  HORZ ORDER  -  FIRST
 AK7021  VERT ORDER  -  FIRST     CLASS II
 AK7021  ELLP ORDER  -  FOURTH    CLASS I
 AK7021
 AK7021.The horizontal coordinates were established by GPS observations
 AK7021.and adjusted by the National Geodetic Survey in June 2001..
 AK7021
 AK7021.The orthometric height was determined by differential leveling
 AK7021.and adjusted by the National Geodetic Survey in January 2006..
 AK7021
 AK7021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7021
 AK7021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7021
 AK7021.The ellipsoidal height was determined by GPS observations
 AK7021.and is referenced to NAD 83.
 AK7021
 AK7021.The geoid height was determined by GEOID03.
 AK7021
 AK7021.The dynamic height is computed by dividing the NAVD 88
 AK7021.geopotential number by the normal gravity value computed on the
 AK7021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7021.degrees latitude (g = 980.6199 gals.).
 AK7021
 AK7021.The modeled gravity was interpolated from observed gravity values.
 AK7021
 AK7021;                    North         East     Units Scale Factor Converg.
 AK7021;SPC FL W     -   470,395.065   202,224.142   MT  0.99994124   +0 00 39.2
 AK7021;SPC FL W     - 1,543,287.81    663,463.71   sFT  0.99994124   +0 00 39.2
 AK7021;SPC FL E     -   470,784.910   104,396.446   MT  1.00005394   -0 28 03.1
 AK7021;SPC FL E     - 1,544,566.83    342,507.34   sFT  1.00005394   -0 28 03.1
 AK7021;UTM  17      - 3,161,756.262   404,429.066   MT  0.99971272   -0 28 03.1
 AK7021
 AK7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7021!SPC FL W     -   0.99999825  x   0.99994124  =   0.99993949
 AK7021!SPC FL E     -   0.99999825  x   1.00005394  =   1.00005219
 AK7021!UTM  17      -   0.99999825  x   0.99971272  =   0.99971097
 AK7021
 AK7021                          SUPERSEDED SURVEY CONTROL
 AK7021
 AK7021  NAD 83(1990)-  28 34 45.12747(N)    081 58 38.15102(W) AD(       ) 1
 AK7021  NAD 83(1990)-  28 34 45.12747(N)    081 58 38.15102(W) AD(       ) 2
 AK7021  ELLIP H (11/27/91)   11.18   (m)                       GP(       ) 4 1
 AK7021  NGVD 29 (11/27/91)   38.3    (m)          126.     (f) GPS OBS        
 AK7021
 AK7021.Superseded values are not recommended for survey control.
 AK7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7021.See file dsdata.txt to determine how the superseded data were derived.
 AK7021
 AK7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0442961756(NAD 83)
 AK7021_MARKER: DB = BENCH MARK DISK
 AK7021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK7021_SP_SET: ABUTMENT WINGWALL
 AK7021_STAMPING: BM NO. 47 125.897 PT-MP-002
 AK7021_MARK LOGO: FLSRD 
 AK7021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7021+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 AK7021
 AK7021  HISTORY     - Date     Condition        Report By
 AK7021  HISTORY     - 1990     MONUMENTED       LOCSUR
 AK7021  HISTORY     - 19940517 GOOD             HOLLIN
 AK7021  HISTORY     - 19980115 GOOD             USPSQD
 AK7021  HISTORY     - 20040222 GOOD             FLDEP
 AK7021
 AK7021                          STATION DESCRIPTION
 AK7021
 AK7021'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990
 AK7021'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF CENTER HILL, 4.5
 AK7021'MI (7.2 KM) WEST OF MASCOTTE, ALONG STATE ROAD 50, IN MABEL, IN
 AK7021'SECTION 14, TOWNSHIP 22 SOUTH, RANGE 23 EAST, SUMTER COUNTY, FLORIDA.
 AK7021'TO REACH THE STATION FROM THE INTERSECTION OF SUMTER COUNTY ROAD 469
 AK7021'AND STATE ROAD 50, GO WEST ON STATE ROAD 50 FOR 1.1 MI (1.8 KM) TO
 AK7021'THE OVERPASS BRIDGE AT THE INTERSECTION OF SAID STATE ROAD 50 AND THE
 AK7021'ABANDONED CSX TRANSPORTATION RAILROAD CORRIDOR, AND TO THE STATION ON
 AK7021'THE LEFT. THE STATION IS A STATE ROAD DEPARTMENT DISK SET IN THE
 AK7021'SOUTHWEST CONCRETE WINGWALL OF SAID STATE ROAD 50 OVERPASS BRIDGE.
 AK7021'REFERENCES--
 AK7021'NAIL AND DISK (LB 4741) SET IN THE SOUTH EDGE OF PAVEMENT OF STATE
 AK7021'ROAD 50, SOUTH 70 DEGREES WEST AT 70.10 FT (21.37 M) .
 AK7021'NAIL AND DISK (LB 4741) SET IN THE NORTH EDGE OF PAVEMENT OF STATE
 AK7021'ROAD 50, NORTH 59 DEGREES WEST AT 29.57 FT (9.01 M) .
 AK7021'NAIL AND DISK (LB 4741) SET IN THE SOUTH CONCRETE GAURD RAIL OF STATE
 AK7021'ROAD 50 BRIDGE, NORTH 65 DEGREES EAST AT 33.20 FT (10.12 M) .
 AK7021'REBAR AND CAP (LB 4741) SET IN ABANDONED CSX RAILROAD BED, SOUTH 88
 AK7021'DEGREES EAST AT 112.04 FT (34.15 M) .
 AK7021'SET CARSONITE WITNESS POST SOUTH 19 DEGREES EAST AT 2.7 FT (0.8 M) .
 AK7021
 AK7021                          STATION RECOVERY (1994)
 AK7021
 AK7021'RECOVERY NOTE BY HOLLINGSWORTH AND ASSOCIATES INCORPORA 1994 (JH)
 AK7021'RECOVERED AS DESCRIBED.
 AK7021
 AK7021                          STATION RECOVERY (1998)
 AK7021
 AK7021'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7021'RECOVERED IN GOOD CONDITION.
 AK7021
 AK7021                          STATION RECOVERY (2004)
 AK7021
 AK7021'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AK7021'RECOVERED IN GOOD CONDITION.
 AK7021' 
 AK7021'NOTE DISK LOGO READS FLORIDA STATE ROADS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3298 ***********************************************************************
 AJ3298  DESIGNATION -  48
 AJ3298  PID         -  AJ3298
 AJ3298  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3298  USGS QUAD   -  FORT DRUM (1972)
 AJ3298
 AJ3298                         *CURRENT SURVEY CONTROL
 AJ3298  ___________________________________________________________________
 AJ3298* NAD 83(1986)-  27 36 50.     (N)    080 51 24.     (W)     SCALED    
 AJ3298* NAVD 88     -        20.117  (meters)      66.00   (feet)  ADJUSTED  
 AJ3298  ___________________________________________________________________
 AJ3298  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AJ3298  DYNAMIC HT  -          20.087 (meters)      65.90  (feet)  COMP
 AJ3298  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 AJ3298
 AJ3298  VERT ORDER  -  SECOND    CLASS I
 AJ3298
 AJ3298.The horizontal coordinates were scaled from a topographic map and have
 AJ3298.an estimated accuracy of +/- 6 seconds.
 AJ3298
 AJ3298.The orthometric height was determined by differential leveling
 AJ3298.and adjusted by the National Geodetic Survey in October 2001..
 AJ3298
 AJ3298.The geoid height was determined by GEOID03.
 AJ3298
 AJ3298.The dynamic height is computed by dividing the NAVD 88
 AJ3298.geopotential number by the normal gravity value computed on the
 AJ3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3298.degrees latitude (g = 980.6199 gals.).
 AJ3298
 AJ3298.The modeled gravity was interpolated from observed gravity values.
 AJ3298
 AJ3298;                    North         East    Units  Estimated Accuracy
 AJ3298;SPC FL E     -   363,430.      214,150.      MT  (+/- 180 meters Scaled)
 AJ3298
 AJ3298                          SUPERSEDED SURVEY CONTROL
 AJ3298
 AJ3298.No superseded survey control is available for this station.
 AJ3298
 AJ3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL141544(NAD 83)
 AJ3298_MARKER: DD = SURVEY DISK
 AJ3298_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ3298_STAMPING: BM 48
 AJ3298_MARK LOGO: FLDT  
 AJ3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3298+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1999
 AJ3298
 AJ3298  HISTORY     - Date     Condition        Report By
 AJ3298  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3298  HISTORY     - 19991112 GOOD             FLDEP
 AJ3298
 AJ3298                          STATION DESCRIPTION
 AJ3298
 AJ3298'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3298'THE MARK IS ABOUT 27.9 MI (44.9 KM) NORTH OF OKEECHOBEE, 6.7 MI (10.8
 AJ3298'KM) SOUTH OF YEE HAW JUNCTION ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 AJ3298'441, IN SECTION 8, TOWNSHIP 33 SOUTH, RANGE 35 EAST. TO REACH THE MARK
 AJ3298'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 AT YEE HAW
 AJ3298'JUNCTION, GO SOUTHEASTERLY ON U.S. HIGHWAY 441 FOR 6.7 MI (10.8 KM) TO
 AJ3298'THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST
 AJ3298'FLUSH WITH THE GROUND AND 2.5 FT (0.8 M) BELOW THE LEVEL OF U.S.
 AJ3298'HIGHWAY 441. LOCATED ABOUT 275.0 FT (83.8 M) NORTH-NORTHWEST OF THE
 AJ3298'NORTH END OF A HEADWALL, 96.3 FT (29.4 M) WEST OF THE CENTERLINE OF
 AJ3298'U.S. HIGHWAY 441, 5.3 FT (1.6 M) EAST OF A BARBED WIRE FENCE AND 1.0
 AJ3298'FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4913 ***********************************************************************
 BG4913  DESIGNATION -  48 24 B 27
 BG4913  PID         -  BG4913
 BG4913  STATE/COUNTY-  FL/ESCAMBIA
 BG4913  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4913
 BG4913                         *CURRENT SURVEY CONTROL
 BG4913  ___________________________________________________________________
 BG4913* NAD 83(1986)-  30 21 12.     (N)    087 01 45.     (W)     SCALED    
 BG4913* NAVD 88     -         3.955  (meters)      12.98   (feet)  ADJUSTED  
 BG4913  ___________________________________________________________________
 BG4913  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4913  DYNAMIC HT  -           3.950 (meters)      12.96  (feet)  COMP
 BG4913  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BG4913
 BG4913  VERT ORDER  -  SECOND    CLASS I
 BG4913
 BG4913.The horizontal coordinates were scaled from a topographic map and have
 BG4913.an estimated accuracy of +/- 6 seconds.
 BG4913
 BG4913.The orthometric height was determined by differential leveling
 BG4913.and adjusted by the National Geodetic Survey in September 1996..
 BG4913
 BG4913.The geoid height was determined by GEOID03.
 BG4913
 BG4913.The dynamic height is computed by dividing the NAVD 88
 BG4913.geopotential number by the normal gravity value computed on the
 BG4913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4913.degrees latitude (g = 980.6199 gals.).
 BG4913
 BG4913.The modeled gravity was interpolated from observed gravity values.
 BG4913
 BG4913;                    North         East    Units  Estimated Accuracy
 BG4913;SPC FL N     -   152,710.      356,870.      MT  (+/- 180 meters Scaled)
 BG4913
 BG4913                          SUPERSEDED SURVEY CONTROL
 BG4913
 BG4913.No superseded survey control is available for this station.
 BG4913
 BG4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU971579(NAD 83)
 BG4913_MARKER: DB = BENCH MARK DISK
 BG4913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4913_SP_SET: CONCRETE POST
 BG4913_STAMPING: 48 84 B27
 BG4913_MARK LOGO: FLDNR 
 BG4913_PROJECTION: RECESSED 5 CENTIMETERS
 BG4913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4913+STABILITY: SURFACE MOTION
 BG4913
 BG4913  HISTORY     - Date     Condition        Report By
 BG4913  HISTORY     - 1984     MONUMENTED       FLDT
 BG4913  HISTORY     - 1986     GOOD             FLDNR
 BG4913
 BG4913                          STATION DESCRIPTION
 BG4913
 BG4913'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4913'6.65 MI EAST FROM PENSACOLA BEACH.
 BG4913'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4913'PENSACOLA BEACH, GO 6.65 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4913'THE MARK BEARS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 46.7 FEET
 BG4913'NORTH OF A SIGN (SPEED LIMIT 50) AND 5.6 FEET SOUTH OF A METAL
 BG4913'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3637 ***********************************************************************
 BG3637  DESIGNATION -  48 74 X 12 FLDT
 BG3637  PID         -  BG3637
 BG3637  STATE/COUNTY-  FL/ESCAMBIA
 BG3637  USGS QUAD   -  PERDIDO BAY (1992)
 BG3637
 BG3637                         *CURRENT SURVEY CONTROL
 BG3637  ___________________________________________________________________
 BG3637* NAD 83(1986)-  30 18 49.     (N)    087 25 38.     (W)     SCALED    
 BG3637* NAVD 88     -        12.245  (meters)      40.17   (feet)  ADJUSTED  
 BG3637  ___________________________________________________________________
 BG3637  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3637  DYNAMIC HT  -          12.229 (meters)      40.12  (feet)  COMP
 BG3637  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BG3637
 BG3637  VERT ORDER  -  SECOND    CLASS I
 BG3637
 BG3637.The horizontal coordinates were scaled from a topographic map and have
 BG3637.an estimated accuracy of +/- 6 seconds.
 BG3637
 BG3637.The orthometric height was determined by differential leveling
 BG3637.and adjusted by the National Geodetic Survey in June 1991..
 BG3637
 BG3637.The geoid height was determined by GEOID03.
 BG3637
 BG3637.The dynamic height is computed by dividing the NAVD 88
 BG3637.geopotential number by the normal gravity value computed on the
 BG3637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3637.degrees latitude (g = 980.6199 gals.).
 BG3637
 BG3637.The modeled gravity was interpolated from observed gravity values.
 BG3637
 BG3637;                    North         East    Units  Estimated Accuracy
 BG3637;SPC FL N     -   149,230.      318,500.      MT  (+/- 180 meters Scaled)
 BG3637
 BG3637                          SUPERSEDED SURVEY CONTROL
 BG3637
 BG3637.No superseded survey control is available for this station.
 BG3637
 BG3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU589536(NAD 83)
 BG3637_MARKER: DD = SURVEY DISK
 BG3637_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3637_SP_SET: BRIDGE RAIL
 BG3637_STAMPING: 40.65 48-74-X12
 BG3637_MARK LOGO: FLDT  
 BG3637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3637+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG3637
 BG3637  HISTORY     - Date     Condition        Report By
 BG3637  HISTORY     - UNK      MONUMENTED       FLDT
 BG3637  HISTORY     - 1984     GOOD             FLDNR
 BG3637  HISTORY     - 20030525 GOOD             USPSQD
 BG3637  HISTORY     - 20040806 GOOD             USPSQD
 BG3637  HISTORY     - 20050808 GOOD             USPSQD
 BG3637
 BG3637                          STATION DESCRIPTION
 BG3637
 BG3637'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3637'0.25 MI SSW FROM PERDIDO BAY.
 BG3637'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3637'THE COMMUNITY OF PERDIDO BAY, GO 0.25 MILE SOUTHERLY ON STATE ROAD 292
 BG3637'TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK
 BG3637'IS SET IN THE TOP OF THE BRIDGE RAIL AT THE NORTHWEST CORNER OF THE
 BG3637'BRIDGE, 16.6 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, AND
 BG3637'3.6 FEET SOUTH OF THE NORTH END OF THE RAIL.
 BG3637'THE MARK IS 3 FT ABOVE ROAD.
 BG3637
 BG3637                          STATION RECOVERY (2003)
 BG3637
 BG3637'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3637'RECOVERED IN GOOD CONDITION.
 BG3637
 BG3637                          STATION RECOVERY (2004)
 BG3637
 BG3637'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3637'RECOVERED IN GOOD CONDITION.
 BG3637
 BG3637                          STATION RECOVERY (2005)
 BG3637
 BG3637'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3638 ***********************************************************************
 BG3638  DESIGNATION -  48 74 X 13 FLDT
 BG3638  PID         -  BG3638
 BG3638  STATE/COUNTY-  FL/ESCAMBIA
 BG3638  USGS QUAD   -  PERDIDO BAY (1992)
 BG3638
 BG3638                         *CURRENT SURVEY CONTROL
 BG3638  ___________________________________________________________________
 BG3638* NAD 83(1986)-  30 18 44.     (N)    087 25 39.     (W)     SCALED    
 BG3638* NAVD 88     -        12.031  (meters)      39.47   (feet)  ADJUSTED  
 BG3638  ___________________________________________________________________
 BG3638  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3638  DYNAMIC HT  -          12.015 (meters)      39.42  (feet)  COMP
 BG3638  MODELED GRAV-     979,336.4   (mgal)                       NAVD 88
 BG3638
 BG3638  VERT ORDER  -  SECOND    CLASS I
 BG3638
 BG3638.The horizontal coordinates were scaled from a topographic map and have
 BG3638.an estimated accuracy of +/- 6 seconds.
 BG3638
 BG3638.The orthometric height was determined by differential leveling
 BG3638.and adjusted by the National Geodetic Survey in June 1991..
 BG3638
 BG3638.The geoid height was determined by GEOID03.
 BG3638
 BG3638.The dynamic height is computed by dividing the NAVD 88
 BG3638.geopotential number by the normal gravity value computed on the
 BG3638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3638.degrees latitude (g = 980.6199 gals.).
 BG3638
 BG3638.The modeled gravity was interpolated from observed gravity values.
 BG3638
 BG3638;                    North         East    Units  Estimated Accuracy
 BG3638;SPC FL N     -   149,070.      318,470.      MT  (+/- 180 meters Scaled)
 BG3638
 BG3638                          SUPERSEDED SURVEY CONTROL
 BG3638
 BG3638.No superseded survey control is available for this station.
 BG3638
 BG3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU588534(NAD 83)
 BG3638_MARKER: DD = SURVEY DISK
 BG3638_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3638_SP_SET: BRIDGE RAIL
 BG3638_STAMPING: 48-74-X13 39.94
 BG3638_MARK LOGO: FLDT  
 BG3638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3638+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG3638
 BG3638  HISTORY     - Date     Condition        Report By
 BG3638  HISTORY     - UNK      MONUMENTED       FLDT
 BG3638  HISTORY     - 1984     GOOD             FLDNR
 BG3638  HISTORY     - 20030525 GOOD             USPSQD
 BG3638  HISTORY     - 20040806 GOOD             USPSQD
 BG3638  HISTORY     - 20050808 GOOD             USPSQD
 BG3638
 BG3638                          STATION DESCRIPTION
 BG3638
 BG3638'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3638'0.65 MI SSW FROM PERDIDO BAY.
 BG3638'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3638'THE COMMUNITY OF PERDIDO BAY, GO 0.65 MILE SOUTHERLY ON STATE ROAD 292
 BG3638'TO THE SOUTH END OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE
 BG3638'MARK.  THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL AT THE SOUTHEAST
 BG3638'CORNER OF THE BRIDGE, 16.8 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 BG3638'THE ROAD, AND 3.6 FEET NORTH OF THE SOUTH END OF THE RAIL.
 BG3638'THE MARK IS 3 FT ABOVE ROAD.
 BG3638
 BG3638                          STATION RECOVERY (2003)
 BG3638
 BG3638'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3638'RECOVERED IN GOOD CONDITION.
 BG3638
 BG3638                          STATION RECOVERY (2004)
 BG3638
 BG3638'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3638'RECOVERED IN GOOD CONDITION.
 BG3638
 BG3638                          STATION RECOVERY (2005)
 BG3638
 BG3638'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4563 ***********************************************************************
 BG4563  DESIGNATION -  48 74 X 14
 BG4563  PID         -  BG4563
 BG4563  STATE/COUNTY-  FL/SANTA ROSA
 BG4563  USGS QUAD   -  GULF BREEZE (1992)
 BG4563
 BG4563                         *CURRENT SURVEY CONTROL
 BG4563  ___________________________________________________________________
 BG4563* NAD 83(1986)-  30 21 30.     (N)    087 09 36.     (W)     SCALED    
 BG4563* NAVD 88     -        11.980  (meters)      39.30   (feet)  ADJUSTED  
 BG4563  ___________________________________________________________________
 BG4563  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4563  DYNAMIC HT  -          11.964 (meters)      39.25  (feet)  COMP
 BG4563  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BG4563
 BG4563  VERT ORDER  -  SECOND    CLASS I
 BG4563
 BG4563.The horizontal coordinates were scaled from a topographic map and have
 BG4563.an estimated accuracy of +/- 6 seconds.
 BG4563
 BG4563.The orthometric height was determined by differential leveling
 BG4563.and adjusted by the National Geodetic Survey in June 1991..
 BG4563
 BG4563.The geoid height was determined by GEOID03.
 BG4563
 BG4563.The dynamic height is computed by dividing the NAVD 88
 BG4563.geopotential number by the normal gravity value computed on the
 BG4563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4563.degrees latitude (g = 980.6199 gals.).
 BG4563
 BG4563.The modeled gravity was interpolated from observed gravity values.
 BG4563
 BG4563;                    North         East    Units  Estimated Accuracy
 BG4563;SPC FL N     -   153,550.      344,310.      MT  (+/- 180 meters Scaled)
 BG4563
 BG4563                          SUPERSEDED SURVEY CONTROL
 BG4563
 BG4563.No superseded survey control is available for this station.
 BG4563
 BG4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU846585(NAD 83)
 BG4563_MARKER: DD = SURVEY DISK
 BG4563_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4563_SP_SET: BRIDGE END RAIL
 BG4563_STAMPING: 48-74-X14 39.62
 BG4563_MARK LOGO: FLDT  
 BG4563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4563+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 BG4563
 BG4563  HISTORY     - Date     Condition        Report By
 BG4563  HISTORY     - UNK      MONUMENTED       FLDT
 BG4563  HISTORY     - 1985     GOOD             FLDNR
 BG4563  HISTORY     - 19961207 GOOD             USPSQD
 BG4563  HISTORY     - 20000508 GOOD             USPSQD
 BG4563  HISTORY     - 20060305 GOOD             USPSQD
 BG4563
 BG4563                          STATION DESCRIPTION
 BG4563
 BG4563'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4563'IN GULF BREEZE.
 BG4563'THE MARK IS AT THE STATE ROAD 399 OVERPASS OF U.S. HIGHWAY 98, SET
 BG4563'IN THE TOP OF THE BRIDGE END RAIL AT THE SOUTHEAST END OF THE BRIDGE,
 BG4563'20.6 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD 399 NORTHBOUND,
 BG4563'AND 6.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE END RAIL.
 BG4563'THE MARK IS 3 FT ABOVE ROAD.
 BG4563
 BG4563                          STATION RECOVERY (1996)
 BG4563
 BG4563'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4563'RECOVERED IN GOOD CONDITION.
 BG4563
 BG4563                          STATION RECOVERY (2000)
 BG4563
 BG4563'RECOVERY NOTE BY US POWER SQUADRON 2000
 BG4563'RECOVERED IN GOOD CONDITION.
 BG4563
 BG4563                          STATION RECOVERY (2006)
 BG4563
 BG4563'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG4563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4562 ***********************************************************************
 BG4562  DESIGNATION -  48 74 X 15
 BG4562  PID         -  BG4562
 BG4562  STATE/COUNTY-  FL/SANTA ROSA
 BG4562  USGS QUAD   -  GULF BREEZE (1992)
 BG4562
 BG4562                         *CURRENT SURVEY CONTROL
 BG4562  ___________________________________________________________________
 BG4562* NAD 83(1986)-  30 21 32.     (N)    087 09 37.     (W)     SCALED    
 BG4562* NAVD 88     -        10.370  (meters)      34.02   (feet)  ADJUSTED  
 BG4562  ___________________________________________________________________
 BG4562  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4562  DYNAMIC HT  -          10.357 (meters)      33.98  (feet)  COMP
 BG4562  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BG4562
 BG4562  VERT ORDER  -  SECOND    CLASS I
 BG4562
 BG4562.The horizontal coordinates were scaled from a topographic map and have
 BG4562.an estimated accuracy of +/- 6 seconds.
 BG4562
 BG4562.The orthometric height was determined by differential leveling
 BG4562.and adjusted by the National Geodetic Survey in June 1991..
 BG4562
 BG4562.The geoid height was determined by GEOID03.
 BG4562
 BG4562.The dynamic height is computed by dividing the NAVD 88
 BG4562.geopotential number by the normal gravity value computed on the
 BG4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4562.degrees latitude (g = 980.6199 gals.).
 BG4562
 BG4562.The modeled gravity was interpolated from observed gravity values.
 BG4562
 BG4562;                    North         East    Units  Estimated Accuracy
 BG4562;SPC FL N     -   153,610.      344,280.      MT  (+/- 180 meters Scaled)
 BG4562
 BG4562                          SUPERSEDED SURVEY CONTROL
 BG4562
 BG4562.No superseded survey control is available for this station.
 BG4562
 BG4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU845585(NAD 83)
 BG4562_MARKER: DD = SURVEY DISK
 BG4562_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4562_SP_SET: BRIDGE END RAIL
 BG4562_STAMPING: 48-74-X 15 34.32
 BG4562_MARK LOGO: FLDT  
 BG4562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4562+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 BG4562
 BG4562  HISTORY     - Date     Condition        Report By
 BG4562  HISTORY     - UNK      MONUMENTED       FLDT
 BG4562  HISTORY     - 1985     GOOD             FLDNR
 BG4562  HISTORY     - 19961207 GOOD             USPSQD
 BG4562  HISTORY     - 20000508 GOOD             USPSQD
 BG4562  HISTORY     - 20060305 GOOD             USPSQD
 BG4562
 BG4562                          STATION DESCRIPTION
 BG4562
 BG4562'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4562'IN GULF BREEZE.
 BG4562'THE MARK IS AT THE STATE ROAD 399 OVERPASS OF U.S. HIGHWAY 98, SET
 BG4562'IN THE TOP OF THE BRIDGE END RAIL AT THE NORTHWEST END OF THE BRIDGE,
 BG4562'11.6 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 399 SOUTHBOUND,
 BG4562'AND 7.8 FEET SOUTHEAST OF THE NORTHWEST END OF THE END RAIL.
 BG4562'THE MARK IS 3 FT ABOVE ROAD.
 BG4562
 BG4562                          STATION RECOVERY (1996)
 BG4562
 BG4562'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4562'RECOVERED IN GOOD CONDITION.
 BG4562
 BG4562                          STATION RECOVERY (2000)
 BG4562
 BG4562'RECOVERY NOTE BY US POWER SQUADRON 2000
 BG4562'RECOVERED IN GOOD CONDITION.
 BG4562
 BG4562                          STATION RECOVERY (2006)
 BG4562
 BG4562'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG4562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4564 ***********************************************************************
 BG4564  DESIGNATION -  48 74 X 16
 BG4564  PID         -  BG4564
 BG4564  STATE/COUNTY-  FL/SANTA ROSA
 BG4564  USGS QUAD   -  GULF BREEZE (1992)
 BG4564
 BG4564                         *CURRENT SURVEY CONTROL
 BG4564  ___________________________________________________________________
 BG4564* NAD 83(1986)-  30 21 12.     (N)    087 09 23.     (W)     SCALED    
 BG4564* NAVD 88     -         5.429  (meters)      17.81   (feet)  ADJUSTED  
 BG4564  ___________________________________________________________________
 BG4564  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BG4564  DYNAMIC HT  -           5.422 (meters)      17.79  (feet)  COMP
 BG4564  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BG4564
 BG4564  VERT ORDER  -  SECOND    CLASS I
 BG4564
 BG4564.The horizontal coordinates were scaled from a topographic map and have
 BG4564.an estimated accuracy of +/- 6 seconds.
 BG4564
 BG4564.The orthometric height was determined by differential leveling
 BG4564.and adjusted by the National Geodetic Survey in June 1991..
 BG4564
 BG4564.The geoid height was determined by GEOID03.
 BG4564
 BG4564.The dynamic height is computed by dividing the NAVD 88
 BG4564.geopotential number by the normal gravity value computed on the
 BG4564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4564.degrees latitude (g = 980.6199 gals.).
 BG4564
 BG4564.The modeled gravity was interpolated from observed gravity values.
 BG4564
 BG4564;                    North         East    Units  Estimated Accuracy
 BG4564;SPC FL N     -   152,990.      344,640.      MT  (+/- 180 meters Scaled)
 BG4564
 BG4564                          SUPERSEDED SURVEY CONTROL
 BG4564
 BG4564.No superseded survey control is available for this station.
 BG4564
 BG4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU849579(NAD 83)
 BG4564_MARKER: DD = SURVEY DISK
 BG4564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4564_SP_SET: BRIDGE END RAIL
 BG4564_STAMPING: 18.18 48-74-X16
 BG4564_MARK LOGO: FLDT  
 BG4564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4564+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 BG4564
 BG4564  HISTORY     - Date     Condition        Report By
 BG4564  HISTORY     - UNK      MONUMENTED       FLDT
 BG4564  HISTORY     - 1985     GOOD             FLDNR
 BG4564  HISTORY     - 19961207 GOOD             USPSQD
 BG4564  HISTORY     - 20000508 GOOD             USPSQD
 BG4564  HISTORY     - 20060305 GOOD             USPSQD
 BG4564
 BG4564                          STATION DESCRIPTION
 BG4564
 BG4564'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4564'IN GULF BREEZE.
 BG4564'THE MARK IS AT THE NORTH END OF THE STATE ROAD 399 SOUTHBOUND BRIDGE
 BG4564'OVER THE INTRACOASTAL WATERWAY, SET IN THE TOP OF THE BRIDGE END
 BG4564'RAIL, 16.3 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 399, AND
 BG4564'6.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE RAIL.
 BG4564'THE MARK IS 3 FT ABOVE ROAD.
 BG4564
 BG4564                          STATION RECOVERY (1996)
 BG4564
 BG4564'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4564'RECOVERED IN GOOD CONDITION.
 BG4564
 BG4564                          STATION RECOVERY (2000)
 BG4564
 BG4564'RECOVERY NOTE BY US POWER SQUADRON 2000 (KHM)
 BG4564'RECOVERED IN GOOD CONDITION.
 BG4564
 BG4564                          STATION RECOVERY (2006)
 BG4564
 BG4564'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG4564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4565 ***********************************************************************
 BG4565  DESIGNATION -  48 74 X 17
 BG4565  PID         -  BG4565
 BG4565  STATE/COUNTY-  FL/ESCAMBIA
 BG4565  USGS QUAD   -  GULF BREEZE (1992)
 BG4565
 BG4565                         *CURRENT SURVEY CONTROL
 BG4565  ___________________________________________________________________
 BG4565* NAD 83(1986)-  30 20 39.     (N)    087 09 01.     (W)     SCALED    
 BG4565* NAVD 88     -         4.879  (meters)      16.01   (feet)  ADJUSTED  
 BG4565  ___________________________________________________________________
 BG4565  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG4565  DYNAMIC HT  -           4.873 (meters)      15.99  (feet)  COMP
 BG4565  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BG4565
 BG4565  VERT ORDER  -  SECOND    CLASS I
 BG4565
 BG4565.The horizontal coordinates were scaled from a topographic map and have
 BG4565.an estimated accuracy of +/- 6 seconds.
 BG4565
 BG4565.The orthometric height was determined by differential leveling
 BG4565.and adjusted by the National Geodetic Survey in June 1991..
 BG4565
 BG4565.The geoid height was determined by GEOID03.
 BG4565
 BG4565.The dynamic height is computed by dividing the NAVD 88
 BG4565.geopotential number by the normal gravity value computed on the
 BG4565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4565.degrees latitude (g = 980.6199 gals.).
 BG4565
 BG4565.The modeled gravity was interpolated from observed gravity values.
 BG4565
 BG4565;                    North         East    Units  Estimated Accuracy
 BG4565;SPC FL N     -   151,960.      345,210.      MT  (+/- 180 meters Scaled)
 BG4565
 BG4565                          SUPERSEDED SURVEY CONTROL
 BG4565
 BG4565.No superseded survey control is available for this station.
 BG4565
 BG4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU855569(NAD 83)
 BG4565_MARKER: DD = SURVEY DISK
 BG4565_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4565_SP_SET: BRIDGE END RAIL
 BG4565_STAMPING: 16.34 48-74-X17
 BG4565_MARK LOGO: FLDT  
 BG4565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4565+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 BG4565
 BG4565  HISTORY     - Date     Condition        Report By
 BG4565  HISTORY     - UNK      MONUMENTED       FLDT
 BG4565  HISTORY     - 1985     GOOD             FLDNR
 BG4565  HISTORY     - 20030628 GOOD             USPSQD
 BG4565  HISTORY     - 20050322 GOOD             USPSQD
 BG4565
 BG4565                          STATION DESCRIPTION
 BG4565
 BG4565'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4565'IN PENSACOLA BEACH.
 BG4565'THE MARK IS AT THE SOUTH END OF THE STATE ROAD 399 BRIDGE OVER THE
 BG4565'INTRACOASTAL WATERWAY, SET IN THE TOP OF THE BRIDGE END RAIL OF THE
 BG4565'NORTHBOUND BRIDGE, 16.8 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 BG4565'AND 6.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE RAIL.
 BG4565'THE MARK IS 3 FT ABOVE ROAD.
 BG4565
 BG4565                          STATION RECOVERY (2003)
 BG4565
 BG4565'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4565'RECOVERED IN GOOD CONDITION.
 BG4565
 BG4565                          STATION RECOVERY (2005)
 BG4565
 BG4565'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3595 ***********************************************************************
 BG3595  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3595  DESIGNATION -  48 74 X 3 FLDT
 BG3595  PID         -  BG3595
 BG3595  STATE/COUNTY-  FL/ESCAMBIA
 BG3595  USGS QUAD   -  PACE (1994)
 BG3595
 BG3595                         *CURRENT SURVEY CONTROL
 BG3595  ___________________________________________________________________
 BG3595* NAD 83(1986)-  30 32 46.     (N)    087 11 45.     (W)     SCALED    
 BG3595* NAVD 88     -        11.222  (meters)      36.82   (feet)  ADJUSTED  
 BG3595  ___________________________________________________________________
 BG3595  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3595  DYNAMIC HT  -          11.208 (meters)      36.77  (feet)  COMP
 BG3595  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BG3595
 BG3595  VERT ORDER  -  SECOND    CLASS I
 BG3595
 BG3595.The horizontal coordinates were scaled from a topographic map and have
 BG3595.an estimated accuracy of +/- 6 seconds.
 BG3595
 BG3595.The orthometric height was determined by differential leveling
 BG3595.and adjusted by the National Geodetic Survey in June 1991..
 BG3595
 BG3595.This Tidal Bench Mark is designated as VM 10271
 BG3595.by the Center for Operational Oceanographic Products and Services.
 BG3595
 BG3595.The geoid height was determined by GEOID03.
 BG3595
 BG3595.The dynamic height is computed by dividing the NAVD 88
 BG3595.geopotential number by the normal gravity value computed on the
 BG3595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3595.degrees latitude (g = 980.6199 gals.).
 BG3595
 BG3595.The modeled gravity was interpolated from observed gravity values.
 BG3595
 BG3595;                    North         East    Units  Estimated Accuracy
 BG3595;SPC FL N     -   174,440.      341,360.      MT  (+/- 180 meters Scaled)
 BG3595
 BG3595                          SUPERSEDED SURVEY CONTROL
 BG3595
 BG3595.No superseded survey control is available for this station.
 BG3595
 BG3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU812793(NAD 83)
 BG3595_MARKER: DD = SURVEY DISK
 BG3595_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3595_SP_SET: BRIDGE RAILING
 BG3595_STAMPING: 48-74-X3 37.20
 BG3595_MARK LOGO: FLDT  
 BG3595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3595
 BG3595  HISTORY     - Date     Condition        Report By
 BG3595  HISTORY     - 1974     MONUMENTED       FLDT
 BG3595  HISTORY     - 1984     GOOD             FLDNR
 BG3595
 BG3595                          STATION DESCRIPTION
 BG3595
 BG3595'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3595'IN RIVERVIEW.
 BG3595'IN RIVERVIEW, NEAR THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER
 BG3595'THE ESCAMBIA RIVER.  THE MARK IS SET IN THE TOP OF THE EAST BRIDGE
 BG3595'RAIL OF THE WESTERNMOST BRIDGE, 18 FEET EAST-SOUTHEAST OF THE
 BG3595'CENTERLINE OF THE WESTBOUND LANE, AND 3 FEET NORTH OF THE SOUTH END OF
 BG3595'THE RAIL.
 BG3595'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3641 ***********************************************************************
 BG3641  DESIGNATION -  48 84 A 11 FLDNR
 BG3641  PID         -  BG3641
 BG3641  STATE/COUNTY-  FL/ESCAMBIA
 BG3641  USGS QUAD   -  PERDIDO BAY (1992)
 BG3641
 BG3641                         *CURRENT SURVEY CONTROL
 BG3641  ___________________________________________________________________
 BG3641* NAD 83(1986)-  30 17 39.     (N)    087 27 05.     (W)     SCALED    
 BG3641* NAVD 88     -         3.166  (meters)      10.39   (feet)  ADJUSTED  
 BG3641  ___________________________________________________________________
 BG3641  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG3641  DYNAMIC HT  -           3.161 (meters)      10.37  (feet)  COMP
 BG3641  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BG3641
 BG3641  VERT ORDER  -  SECOND    CLASS I
 BG3641
 BG3641.The horizontal coordinates were scaled from a topographic map and have
 BG3641.an estimated accuracy of +/- 6 seconds.
 BG3641
 BG3641.The orthometric height was determined by differential leveling
 BG3641.and adjusted by the National Geodetic Survey in June 1991..
 BG3641
 BG3641.The geoid height was determined by GEOID03.
 BG3641
 BG3641.The dynamic height is computed by dividing the NAVD 88
 BG3641.geopotential number by the normal gravity value computed on the
 BG3641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3641.degrees latitude (g = 980.6199 gals.).
 BG3641
 BG3641.The modeled gravity was interpolated from observed gravity values.
 BG3641
 BG3641;                    North         East    Units  Estimated Accuracy
 BG3641;SPC FL N     -   147,130.      316,120.      MT  (+/- 180 meters Scaled)
 BG3641
 BG3641                          SUPERSEDED SURVEY CONTROL
 BG3641
 BG3641.No superseded survey control is available for this station.
 BG3641
 BG3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU565514(NAD 83)
 BG3641_MARKER: DB = BENCH MARK DISK
 BG3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3641_SP_SET: CONCRETE POST
 BG3641_STAMPING: 48 84 A11
 BG3641_MARK LOGO: FLDNR 
 BG3641_PROJECTION: RECESSED 25 CENTIMETERS
 BG3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3641+STABILITY: SURFACE MOTION
 BG3641
 BG3641  HISTORY     - Date     Condition        Report By
 BG3641  HISTORY     - UNK      MONUMENTED       FLDT
 BG3641  HISTORY     - 1984     GOOD             FLDNR
 BG3641
 BG3641                          STATION DESCRIPTION
 BG3641
 BG3641'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3641'2.8 MI SW FROM PERDIDO BAY.
 BG3641'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3641'THE COMMUNITY OF PERDIDO BAY, GO 2.8 MILES SOUTHERLY ON STATE ROAD 292
 BG3641'TO THE MARK.  THE MARK BEARS 22.4 FEET NORTH-NORTHWEST OF THE
 BG3641'CENTERLINE OF STATE ROAD 292, 30 FEET WEST-SOUTHWEST OF THE CENTERLINE
 BG3641'OF OLD RIVER ROAD, AND 21.1 FEET SOUTH OF A TELEPHONE POLE WITH A
 BG3641'WITNESS SIGN ATTACHED.
 BG3641'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3640 ***********************************************************************
 BG3640  DESIGNATION -  48 84 A 12 FLDNR
 BG3640  PID         -  BG3640
 BG3640  STATE/COUNTY-  FL/ESCAMBIA
 BG3640  USGS QUAD   -  PERDIDO BAY (1992)
 BG3640
 BG3640                         *CURRENT SURVEY CONTROL
 BG3640  ___________________________________________________________________
 BG3640* NAD 83(1999)-  30 17 43.30030(N)    087 26 30.54232(W)     ADJUSTED  
 BG3640* NAVD 88     -         3.532  (meters)      11.59   (feet)  ADJUSTED  
 BG3640  ___________________________________________________________________
 BG3640  X           -     246,012.642 (meters)                     COMP
 BG3640  Y           -  -5,506,298.836 (meters)                     COMP
 BG3640  Z           -   3,198,674.948 (meters)                     COMP
 BG3640  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BG3640  ELLIP HEIGHT-         -23.95  (meters)          (05/31/01) GPS OBS
 BG3640  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3640  DYNAMIC HT  -           3.527 (meters)      11.57  (feet)  COMP
 BG3640  MODELED GRAV-     979,335.2   (mgal)                       NAVD 88
 BG3640
 BG3640  HORZ ORDER  -  FIRST
 BG3640  VERT ORDER  -  SECOND    CLASS I
 BG3640  ELLP ORDER  -  FOURTH    CLASS I
 BG3640
 BG3640.The horizontal coordinates were established by GPS observations
 BG3640.and adjusted by the National Geodetic Survey in May 2001..
 BG3640
 BG3640.The orthometric height was determined by differential leveling
 BG3640.and adjusted by the National Geodetic Survey in June 1991..
 BG3640
 BG3640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG3640
 BG3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3640
 BG3640.The ellipsoidal height was determined by GPS observations
 BG3640.and is referenced to NAD 83.
 BG3640
 BG3640.The geoid height was determined by GEOID03.
 BG3640
 BG3640.The dynamic height is computed by dividing the NAVD 88
 BG3640.geopotential number by the normal gravity value computed on the
 BG3640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3640.degrees latitude (g = 980.6199 gals.).
 BG3640
 BG3640.The modeled gravity was interpolated from observed gravity values.
 BG3640
 BG3640;                    North         East     Units Scale Factor Converg.
 BG3640;SPC FL N     -   147,238.401   317,044.592   MT  0.99995092   -1 28 42.0
 BG3640;SPC FL N     -   483,064.65  1,040,170.47   sFT  0.99995092   -1 28 42.0
 BG3640;UTM  16      - 3,351,597.137   457,514.287   MT  0.99962227   -0 13 22.4
 BG3640
 BG3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3640!SPC FL N     -   1.00000376  x   0.99995092  =   0.99995468
 BG3640!UTM  16      -   1.00000376  x   0.99962227  =   0.99962603
 BG3640
 BG3640                          SUPERSEDED SURVEY CONTROL
 BG3640
 BG3640  NAD 83(1990)-  30 17 43.29997(N)    087 26 30.54041(W) AD(       ) 1
 BG3640  ELLIP H (01/21/98)  -23.77   (m)                       GP(       ) 4 1
 BG3640  NAVD 88 (01/21/98)    3.53   (m)           11.6    (f) LEVELING    3  
 BG3640
 BG3640.Superseded values are not recommended for survey control.
 BG3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3640.See file dsdata.txt to determine how the superseded data were derived.
 BG3640
 BG3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5751451597(NAD 83)
 BG3640_MARKER: DB = BENCH MARK DISK
 BG3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3640_SP_SET: CONCRETE POST
 BG3640_STAMPING: 48 84 A12
 BG3640_MARK LOGO: FLDNR 
 BG3640_PROJECTION: RECESSED 36 CENTIMETERS
 BG3640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG3640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3640+STABILITY: SURFACE MOTION
 BG3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3640+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 BG3640
 BG3640  HISTORY     - Date     Condition        Report By
 BG3640  HISTORY     - UNK      MONUMENTED       FLDT
 BG3640  HISTORY     - 1984     GOOD             FLDNR
 BG3640  HISTORY     - 19970201 GOOD             BDE
 BG3640  HISTORY     - 20030608 GOOD             USPSQD
 BG3640
 BG3640                          STATION DESCRIPTION
 BG3640
 BG3640'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3640'2.2 MI SW FROM PERDIDO BAY.
 BG3640'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3640'THE COMMUNITY OF PERDIDO BAY, GO 2.2 MILES SOUTHERLY ON STATE ROAD 292
 BG3640'TO THE MARK.  THE MARK BEARS 20.2 FEET SOUTH-SOUTHEAST OF THE
 BG3640'CENTERLINE OF THE HIGHWAY, 26.7 FEET EAST-NORTHEAST OF THE CENTERLINE
 BG3640'OF THE DIRT DRIVE TO HOUSE 14301, 24.1 FEET NORTH-NORTHWEST OF THE
 BG3640'NORTHEAST FENCE CORNER OF THE CHAIN-LINK FENCE AROUND THE HOUSE, AND
 BG3640'24.25 FEET NORTH-NORTHWEST OF POWER POLE 07161-48295 WITH A WITNESS
 BG3640'SIGN ATTACHED.
 BG3640'THE MARK IS 1 FT BELOW ROAD.
 BG3640
 BG3640                          STATION RECOVERY (1997)
 BG3640
 BG3640'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (SRV)
 BG3640'RECOVERED AS DESCRIBED.
 BG3640
 BG3640                          STATION RECOVERY (2003)
 BG3640
 BG3640'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3640'AT THIS SITE THE WITNESS IS MISSING, THE POWER POLE 07161-48295 HAS
 BG3640'BEEN REPLACED, WITHOUT A NUMBER. ALL ELSE IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3639 ***********************************************************************
 BG3639  DESIGNATION -  48 84 A 13 FLDNR
 BG3639  PID         -  BG3639
 BG3639  STATE/COUNTY-  FL/ESCAMBIA
 BG3639  USGS QUAD   -  PERDIDO BAY (1992)
 BG3639
 BG3639                         *CURRENT SURVEY CONTROL
 BG3639  ___________________________________________________________________
 BG3639* NAD 83(1986)-  30 17 46.     (N)    087 25 59.     (W)     SCALED    
 BG3639* NAVD 88     -         4.796  (meters)      15.73   (feet)  ADJUSTED  
 BG3639  ___________________________________________________________________
 BG3639  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG3639  DYNAMIC HT  -           4.790 (meters)      15.72  (feet)  COMP
 BG3639  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 BG3639
 BG3639  VERT ORDER  -  SECOND    CLASS I
 BG3639
 BG3639.The horizontal coordinates were scaled from a topographic map and have
 BG3639.an estimated accuracy of +/- 6 seconds.
 BG3639
 BG3639.The orthometric height was determined by differential leveling
 BG3639.and adjusted by the National Geodetic Survey in June 1991..
 BG3639
 BG3639.The geoid height was determined by GEOID03.
 BG3639
 BG3639.The dynamic height is computed by dividing the NAVD 88
 BG3639.geopotential number by the normal gravity value computed on the
 BG3639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3639.degrees latitude (g = 980.6199 gals.).
 BG3639
 BG3639.The modeled gravity was interpolated from observed gravity values.
 BG3639
 BG3639;                    North         East    Units  Estimated Accuracy
 BG3639;SPC FL N     -   147,300.      317,890.      MT  (+/- 180 meters Scaled)
 BG3639
 BG3639                          SUPERSEDED SURVEY CONTROL
 BG3639
 BG3639.No superseded survey control is available for this station.
 BG3639
 BG3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU583516(NAD 83)
 BG3639_MARKER: DB = BENCH MARK DISK
 BG3639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3639_SP_SET: CONCRETE POST
 BG3639_STAMPING: 48 84 A13
 BG3639_MARK LOGO: FLDNR 
 BG3639_PROJECTION: RECESSED 10 CENTIMETERS
 BG3639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3639+STABILITY: SURFACE MOTION
 BG3639
 BG3639  HISTORY     - Date     Condition        Report By
 BG3639  HISTORY     - UNK      MONUMENTED       FLDT
 BG3639  HISTORY     - 1984     GOOD             FLDNR
 BG3639  HISTORY     - 20030608 MARK NOT FOUND   USPSQD
 BG3639
 BG3639                          STATION DESCRIPTION
 BG3639
 BG3639'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3639'1.6 MI SSW FROM PERDIDO BAY.
 BG3639'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3639'THE COMMUNITY OF PERDIDO BAY, GO 1.6 MILES SOUTHERLY ON STATE ROAD 292
 BG3639'TO THE MARK.  THE MARK BEARS 43.8 FEET SOUTH OF THE SOUTH EDGE OF THE
 BG3639'PAVED PARKING LOT TO THE PERDIDO BAY INN RESORT CLUBHOUSE, 70.5 FEET
 BG3639'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 36.9 FEET
 BG3639'NORTHEAST OF THE NORTHEAST EDGE OF A WOOD WALKWAY, AND 3.6 FEET NORTH
 BG3639'OF A WITNESS POST.
 BG3639'THE MARK IS 7 FT ABOVE ROAD.
 BG3639
 BG3639                          STATION RECOVERY (2003)
 BG3639
 BG3639'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3639'AT THIS SITE THE PERDIDO BAY INN RESORT IS NO MORE. A CONDOMINIUM
 BG3639'NAMED INDIGO WEST IS UNDER CONSTRUCTION ON THIS SITE, I SUSPECT THE
 BG3639'MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4889 ***********************************************************************
 BG4889  DESIGNATION -  48 84 B 01
 BG4889  PID         -  BG4889
 BG4889  STATE/COUNTY-  FL/ESCAMBIA
 BG4889  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4889
 BG4889                         *CURRENT SURVEY CONTROL
 BG4889  ___________________________________________________________________
 BG4889* NAD 83(1986)-  30 19 19.     (N)    087 17 05.     (W)     SCALED    
 BG4889* NAVD 88     -         9.297  (meters)      30.50   (feet)  ADJUSTED  
 BG4889  ___________________________________________________________________
 BG4889  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG4889  DYNAMIC HT  -           9.285 (meters)      30.46  (feet)  COMP
 BG4889  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BG4889
 BG4889  VERT ORDER  -  SECOND    CLASS I
 BG4889
 BG4889.The horizontal coordinates were scaled from a topographic map and have
 BG4889.an estimated accuracy of +/- 6 seconds.
 BG4889
 BG4889.The orthometric height was determined by differential leveling
 BG4889.and adjusted by the National Geodetic Survey in September 1996..
 BG4889
 BG4889.The geoid height was determined by GEOID03.
 BG4889
 BG4889.The dynamic height is computed by dividing the NAVD 88
 BG4889.geopotential number by the normal gravity value computed on the
 BG4889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4889.degrees latitude (g = 980.6199 gals.).
 BG4889
 BG4889.The modeled gravity was interpolated from observed gravity values.
 BG4889
 BG4889;                    North         East    Units  Estimated Accuracy
 BG4889;SPC FL N     -   149,810.      332,220.      MT  (+/- 180 meters Scaled)
 BG4889
 BG4889                          SUPERSEDED SURVEY CONTROL
 BG4889
 BG4889.No superseded survey control is available for this station.
 BG4889
 BG4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU726544(NAD 83)
 BG4889_MARKER: DB = BENCH MARK DISK
 BG4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4889_SP_SET: CONCRETE POST
 BG4889_STAMPING: 48 84 B01
 BG4889_MARK LOGO: FLDNR 
 BG4889_PROJECTION: RECESSED 15 CENTIMETERS
 BG4889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4889+STABILITY: SURFACE MOTION
 BG4889
 BG4889  HISTORY     - Date     Condition        Report By
 BG4889  HISTORY     - 1984     MONUMENTED       FLDT
 BG4889  HISTORY     - 1986     GOOD             FLDNR
 BG4889
 BG4889                          STATION DESCRIPTION
 BG4889
 BG4889'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4889'9.3 MI WEST FROM PENSACOLA BEACH.
 BG4889'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4889'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4889'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4889'CONTINUE 5.85 MILES ON THE ROAD TO A DRIVE LEADING SOUTHWEST TO
 BG4889'BATTERY 234, GO 0.3 MILE SOUTHEAST ON THE DRIVE TO BATTERY 234 AND
 BG4889'THE MARK.  THE MARK BEARS 59.9 FEET SOUTHWEST OF A 5-INCH DIAMETER
 BG4889'PINE TREE, 53.8 FEET WEST OF THE EAST EDGE OF THE TOP OF THE BATTERY
 BG4889'AND 37.5 FEET NORTH OF THE SOUTH EDGE OF THE TOP OF THE BATTERY.
 BG4889'THE MARK IS 25 FT ABOVE THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4890 ***********************************************************************
 BG4890  DESIGNATION -  48 84 B 02
 BG4890  PID         -  BG4890
 BG4890  STATE/COUNTY-  FL/ESCAMBIA
 BG4890  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4890
 BG4890                         *CURRENT SURVEY CONTROL
 BG4890  ___________________________________________________________________
 BG4890* NAD 83(1986)-  30 19 04.     (N)    087 16 00.     (W)     SCALED    
 BG4890* NAVD 88     -         5.526  (meters)      18.13   (feet)  ADJUSTED  
 BG4890  ___________________________________________________________________
 BG4890  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4890  DYNAMIC HT  -           5.519 (meters)      18.11  (feet)  COMP
 BG4890  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BG4890
 BG4890  VERT ORDER  -  SECOND    CLASS I
 BG4890
 BG4890.The horizontal coordinates were scaled from a topographic map and have
 BG4890.an estimated accuracy of +/- 6 seconds.
 BG4890
 BG4890.The orthometric height was determined by differential leveling
 BG4890.and adjusted by the National Geodetic Survey in September 1996..
 BG4890
 BG4890.The geoid height was determined by GEOID03.
 BG4890
 BG4890.The dynamic height is computed by dividing the NAVD 88
 BG4890.geopotential number by the normal gravity value computed on the
 BG4890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4890.degrees latitude (g = 980.6199 gals.).
 BG4890
 BG4890.The modeled gravity was interpolated from observed gravity values.
 BG4890
 BG4890;                    North         East    Units  Estimated Accuracy
 BG4890;SPC FL N     -   149,300.      333,950.      MT  (+/- 180 meters Scaled)
 BG4890
 BG4890                          SUPERSEDED SURVEY CONTROL
 BG4890
 BG4890.No superseded survey control is available for this station.
 BG4890
 BG4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU743540(NAD 83)
 BG4890_MARKER: DB = BENCH MARK DISK
 BG4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4890_SP_SET: CONCRETE POST
 BG4890_STAMPING: 48 84 B02
 BG4890_MARK LOGO: FLDNR 
 BG4890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4890+STABILITY: SURFACE MOTION
 BG4890
 BG4890  HISTORY     - Date     Condition        Report By
 BG4890  HISTORY     - 1984     MONUMENTED       FLDT
 BG4890  HISTORY     - 1986     GOOD             FLDNR
 BG4890  HISTORY     - 20030606 GOOD             USPSQD
 BG4890  HISTORY     - 20040721 GOOD             USPSQD
 BG4890
 BG4890                          STATION DESCRIPTION
 BG4890
 BG4890'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4890'7.45 MI WEST FROM PENSACOLA BEACH.
 BG4890'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4890'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4890'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4890'CONTINUE 4.2 MILES ON THE ROAD TO THE WESTERN DRIVE TO LANGDON BEACH,
 BG4890'GO 0.1 MILE ON THE DRIVE TO THE PARKING LOT AND THE MARK VICINITY.
 BG4890'THE MARK IS ON TOP OF A LARGE SAND DUNE, 269 FEET SOUTHWEST OF THE
 BG4890'SOUTHWEST CORNER OF THE PARKING LOT, 212 FEET SOUTH OF THE CENTERLINE
 BG4890'OF THE DRIVE AND 18 FEET SOUTH OF THE NORTH EDGE OF THE DUNE.
 BG4890'THE MARK IS 15 FT ABOVE THE DRIVE.
 BG4890
 BG4890                          STATION RECOVERY (2003)
 BG4890
 BG4890'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4890'RECOVERED IN GOOD CONDITION.
 BG4890
 BG4890                          STATION RECOVERY (2004)
 BG4890
 BG4890'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG4890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4891 ***********************************************************************
 BG4891  DESIGNATION -  48 84 B 03
 BG4891  PID         -  BG4891
 BG4891  STATE/COUNTY-  FL/ESCAMBIA
 BG4891  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4891
 BG4891                         *CURRENT SURVEY CONTROL
 BG4891  ___________________________________________________________________
 BG4891* NAD 83(1986)-  30 19 07.     (N)    087 15 13.     (W)     SCALED    
 BG4891* NAVD 88     -         4.293  (meters)      14.08   (feet)  ADJUSTED  
 BG4891  ___________________________________________________________________
 BG4891  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG4891  DYNAMIC HT  -           4.287 (meters)      14.06  (feet)  COMP
 BG4891  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BG4891
 BG4891  VERT ORDER  -  SECOND    CLASS I
 BG4891
 BG4891.The horizontal coordinates were scaled from a topographic map and have
 BG4891.an estimated accuracy of +/- 6 seconds.
 BG4891
 BG4891.The orthometric height was determined by differential leveling
 BG4891.and adjusted by the National Geodetic Survey in September 1996..
 BG4891
 BG4891.The geoid height was determined by GEOID03.
 BG4891
 BG4891.The dynamic height is computed by dividing the NAVD 88
 BG4891.geopotential number by the normal gravity value computed on the
 BG4891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4891.degrees latitude (g = 980.6199 gals.).
 BG4891
 BG4891.The modeled gravity was interpolated from observed gravity values.
 BG4891
 BG4891;                    North         East    Units  Estimated Accuracy
 BG4891;SPC FL N     -   149,360.      335,210.      MT  (+/- 180 meters Scaled)
 BG4891
 BG4891                          SUPERSEDED SURVEY CONTROL
 BG4891
 BG4891.No superseded survey control is available for this station.
 BG4891
 BG4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU756541(NAD 83)
 BG4891_MARKER: DB = BENCH MARK DISK
 BG4891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4891_SP_SET: CONCRETE POST
 BG4891_STAMPING: 48 84 B03
 BG4891_MARK LOGO: FLDNR 
 BG4891_PROJECTION: FLUSH
 BG4891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4891+STABILITY: SURFACE MOTION
 BG4891
 BG4891  HISTORY     - Date     Condition        Report By
 BG4891  HISTORY     - 1984     MONUMENTED       FLDT
 BG4891  HISTORY     - 1986     GOOD             FLDNR
 BG4891
 BG4891                          STATION DESCRIPTION
 BG4891
 BG4891'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4891'6.75 MI WEST FROM PENSACOLA BEACH.
 BG4891'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4891'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4891'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4891'CONTINUE 3.6 MILES WESTERLY ON THE ROAD TO THE MARK.  THE MARK IS
 BG4891'ATOP A SAND DUNE, 94.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 195
 BG4891'FEET EAST OF THE SOUTH EDGE OF A CONCRETE FOUNDATION, 29 FEET SOUTH
 BG4891'OF THE NORTH EDGE OF THE DUNE AND 4 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4892 ***********************************************************************
 BG4892  DESIGNATION -  48 84 B 04
 BG4892  PID         -  BG4892
 BG4892  STATE/COUNTY-  FL/ESCAMBIA
 BG4892  USGS QUAD   -  GULF BREEZE (1992)
 BG4892
 BG4892                         *CURRENT SURVEY CONTROL
 BG4892  ___________________________________________________________________
 BG4892* NAD 83(1986)-  30 19 07.     (N)    087 14 27.     (W)     SCALED    
 BG4892* NAVD 88     -         4.362  (meters)      14.31   (feet)  ADJUSTED  
 BG4892  ___________________________________________________________________
 BG4892  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG4892  DYNAMIC HT  -           4.356 (meters)      14.29  (feet)  COMP
 BG4892  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BG4892
 BG4892  VERT ORDER  -  SECOND    CLASS I
 BG4892
 BG4892.The horizontal coordinates were scaled from a topographic map and have
 BG4892.an estimated accuracy of +/- 6 seconds.
 BG4892
 BG4892.The orthometric height was determined by differential leveling
 BG4892.and adjusted by the National Geodetic Survey in September 1996..
 BG4892
 BG4892.The geoid height was determined by GEOID03.
 BG4892
 BG4892.The dynamic height is computed by dividing the NAVD 88
 BG4892.geopotential number by the normal gravity value computed on the
 BG4892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4892.degrees latitude (g = 980.6199 gals.).
 BG4892
 BG4892.The modeled gravity was interpolated from observed gravity values.
 BG4892
 BG4892;                    North         East    Units  Estimated Accuracy
 BG4892;SPC FL N     -   149,330.      336,430.      MT  (+/- 180 meters Scaled)
 BG4892
 BG4892                          SUPERSEDED SURVEY CONTROL
 BG4892
 BG4892.No superseded survey control is available for this station.
 BG4892
 BG4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU768541(NAD 83)
 BG4892_MARKER: DB = BENCH MARK DISK
 BG4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4892_SP_SET: CONCRETE POST
 BG4892_STAMPING: 48 84 B04
 BG4892_MARK LOGO: FLDNR 
 BG4892_PROJECTION: FLUSH
 BG4892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4892+STABILITY: SURFACE MOTION
 BG4892
 BG4892  HISTORY     - Date     Condition        Report By
 BG4892  HISTORY     - 1984     MONUMENTED       FLDT
 BG4892  HISTORY     - 1986     GOOD             FLDNR
 BG4892  HISTORY     - 20040721 GOOD             USPSQD
 BG4892
 BG4892                          STATION DESCRIPTION
 BG4892
 BG4892'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4892'6.0 MI WEST FROM PENSACOLA BEACH.
 BG4892'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4892'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4892'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4892'CONTINUE 2.85 MILES ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4892'DUNE, 237 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF
 BG4892'THE SOUTH EDGE OF THE DUNE, 5 FEET SOUTH OF A PATCH OF SCRUB OAK
 BG4892'TREES AND 3.8 FEET SOUTH OF A METAL WITNESS POST.
 BG4892
 BG4892                          STATION RECOVERY (2004)
 BG4892
 BG4892'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG4892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4893 ***********************************************************************
 BG4893  DESIGNATION -  48 84 B 06
 BG4893  PID         -  BG4893
 BG4893  STATE/COUNTY-  FL/ESCAMBIA
 BG4893  USGS QUAD   -  GULF BREEZE (1992)
 BG4893
 BG4893                         *CURRENT SURVEY CONTROL
 BG4893  ___________________________________________________________________
 BG4893* NAD 83(1986)-  30 19 14.     (N)    087 13 14.     (W)     SCALED    
 BG4893* NAVD 88     -         2.387  (meters)       7.83   (feet)  ADJUSTED  
 BG4893  ___________________________________________________________________
 BG4893  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG4893  DYNAMIC HT  -           2.384 (meters)       7.82  (feet)  COMP
 BG4893  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BG4893
 BG4893  VERT ORDER  -  SECOND    CLASS I
 BG4893
 BG4893.The horizontal coordinates were scaled from a topographic map and have
 BG4893.an estimated accuracy of +/- 6 seconds.
 BG4893
 BG4893.The orthometric height was determined by differential leveling
 BG4893.and adjusted by the National Geodetic Survey in September 1996..
 BG4893
 BG4893.The geoid height was determined by GEOID03.
 BG4893
 BG4893.The dynamic height is computed by dividing the NAVD 88
 BG4893.geopotential number by the normal gravity value computed on the
 BG4893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4893.degrees latitude (g = 980.6199 gals.).
 BG4893
 BG4893.The modeled gravity was interpolated from observed gravity values.
 BG4893
 BG4893;                    North         East    Units  Estimated Accuracy
 BG4893;SPC FL N     -   149,500.      338,390.      MT  (+/- 180 meters Scaled)
 BG4893
 BG4893                          SUPERSEDED SURVEY CONTROL
 BG4893
 BG4893.No superseded survey control is available for this station.
 BG4893
 BG4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU787543(NAD 83)
 BG4893_MARKER: DB = BENCH MARK DISK
 BG4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4893_SP_SET: CONCRETE POST
 BG4893_STAMPING: 48 84 B06
 BG4893_MARK LOGO: FLDNR 
 BG4893_PROJECTION: RECESSED 8 CENTIMETERS
 BG4893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4893+STABILITY: SURFACE MOTION
 BG4893
 BG4893  HISTORY     - Date     Condition        Report By
 BG4893  HISTORY     - 1984     MONUMENTED       FLDT
 BG4893  HISTORY     - 1986     GOOD             FLDNR
 BG4893
 BG4893                          STATION DESCRIPTION
 BG4893
 BG4893'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4893'4.75 MI WEST FROM PENSACOLA BEACH.
 BG4893'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4893'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4893'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4893'CONTINUE 1.6 MILES ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4893'DUNE, 111 FEET NORTH OF THE CENTERLINE OF THE ROAD, 450 FEET SOUTH OF
 BG4893'THE REMAINS OF AN OLD PIER, 23 FEET NORTH OF THE SOUTH EDGE OF THE
 BG4893'DUNE, 10 FEET SOUTH OF THE NORTH EDGE OF THE DUNE AND 3.8 FEET NORTH
 BG4893'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4894 ***********************************************************************
 BG4894  DESIGNATION -  48 84 B 07
 BG4894  PID         -  BG4894
 BG4894  STATE/COUNTY-  FL/ESCAMBIA
 BG4894  USGS QUAD   -  GULF BREEZE (1992)
 BG4894
 BG4894                         *CURRENT SURVEY CONTROL
 BG4894  ___________________________________________________________________
 BG4894* NAD 83(1986)-  30 19 18.     (N)    087 12 31.     (W)     SCALED    
 BG4894* NAVD 88     -         1.908  (meters)       6.26   (feet)  ADJUSTED  
 BG4894  ___________________________________________________________________
 BG4894  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4894  DYNAMIC HT  -           1.906 (meters)       6.25  (feet)  COMP
 BG4894  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BG4894
 BG4894  VERT ORDER  -  SECOND    CLASS I
 BG4894
 BG4894.The horizontal coordinates were scaled from a topographic map and have
 BG4894.an estimated accuracy of +/- 6 seconds.
 BG4894
 BG4894.The orthometric height was determined by differential leveling
 BG4894.and adjusted by the National Geodetic Survey in September 1996..
 BG4894
 BG4894.The geoid height was determined by GEOID03.
 BG4894
 BG4894.The dynamic height is computed by dividing the NAVD 88
 BG4894.geopotential number by the normal gravity value computed on the
 BG4894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4894.degrees latitude (g = 980.6199 gals.).
 BG4894
 BG4894.The modeled gravity was interpolated from observed gravity values.
 BG4894
 BG4894;                    North         East    Units  Estimated Accuracy
 BG4894;SPC FL N     -   149,600.      339,540.      MT  (+/- 180 meters Scaled)
 BG4894
 BG4894                          SUPERSEDED SURVEY CONTROL
 BG4894
 BG4894.No superseded survey control is available for this station.
 BG4894
 BG4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU799544(NAD 83)
 BG4894_MARKER: DB = BENCH MARK DISK
 BG4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4894_SP_SET: CONCRETE POST
 BG4894_STAMPING: 48 84 B07
 BG4894_MARK LOGO: FLDNR 
 BG4894_PROJECTION: RECESSED 5 CENTIMETERS
 BG4894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4894+STABILITY: SURFACE MOTION
 BG4894
 BG4894  HISTORY     - Date     Condition        Report By
 BG4894  HISTORY     - 1984     MONUMENTED       FLDT
 BG4894  HISTORY     - 1986     GOOD             FLDNR
 BG4894
 BG4894                          STATION DESCRIPTION
 BG4894
 BG4894'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4894'4.05 MI WEST FROM PENSACOLA BEACH.
 BG4894'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4894'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4894'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4894'CONTINUE 0.9 MILE ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4894'DUNE, 137 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 187
 BG4894'FEET NORTH OF A LARGE TRANSFORMER BOX, 19 FEET EAST OF THE NORTH EDGE
 BG4894'OF THE DUNE AND 3 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4895 ***********************************************************************
 BG4895  DESIGNATION -  48 84 B 08
 BG4895  PID         -  BG4895
 BG4895  STATE/COUNTY-  FL/ESCAMBIA
 BG4895  USGS QUAD   -  GULF BREEZE (1992)
 BG4895
 BG4895                         *CURRENT SURVEY CONTROL
 BG4895  ___________________________________________________________________
 BG4895* NAD 83(1986)-  30 19 24.     (N)    087 11 53.     (W)     SCALED    
 BG4895* NAVD 88     -         2.151  (meters)       7.06   (feet)  ADJUSTED  
 BG4895  ___________________________________________________________________
 BG4895  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BG4895  DYNAMIC HT  -           2.148 (meters)       7.05  (feet)  COMP
 BG4895  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BG4895
 BG4895  VERT ORDER  -  SECOND    CLASS I
 BG4895
 BG4895.The horizontal coordinates were scaled from a topographic map and have
 BG4895.an estimated accuracy of +/- 6 seconds.
 BG4895
 BG4895.The orthometric height was determined by differential leveling
 BG4895.and adjusted by the National Geodetic Survey in September 1996..
 BG4895
 BG4895.The geoid height was determined by GEOID03.
 BG4895
 BG4895.The dynamic height is computed by dividing the NAVD 88
 BG4895.geopotential number by the normal gravity value computed on the
 BG4895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4895.degrees latitude (g = 980.6199 gals.).
 BG4895
 BG4895.The modeled gravity was interpolated from observed gravity values.
 BG4895
 BG4895;                    North         East    Units  Estimated Accuracy
 BG4895;SPC FL N     -   149,760.      340,560.      MT  (+/- 180 meters Scaled)
 BG4895
 BG4895                          SUPERSEDED SURVEY CONTROL
 BG4895
 BG4895.No superseded survey control is available for this station.
 BG4895
 BG4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU809546(NAD 83)
 BG4895_MARKER: DB = BENCH MARK DISK
 BG4895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4895_SP_SET: CONCRETE POST
 BG4895_STAMPING: 48 84 B08
 BG4895_MARK LOGO: FLDNR 
 BG4895_PROJECTION: RECESSED 3 CENTIMETERS
 BG4895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4895+STABILITY: SURFACE MOTION
 BG4895
 BG4895  HISTORY     - Date     Condition        Report By
 BG4895  HISTORY     - 1984     MONUMENTED       FLDT
 BG4895  HISTORY     - 1986     GOOD             FLDNR
 BG4895
 BG4895                          STATION DESCRIPTION
 BG4895
 BG4895'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4895'3.45 MI WEST FROM PENSACOLA BEACH.
 BG4895'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4895'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4895'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4895'CONTINUE 0.3 MILE ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4895'DUNE, 180 FEET NORTH OF THE CENTERLINE OF THE ROAD, 217 FEET
 BG4895'NORTHWEST OF A REDUCE SPEED SIGN, 61 FEET SOUTHWEST OF THE WESTMOST
 BG4895'POST OF A SAND DUNE PROTECTION BARRIER AND 4.2 FEET NORTH OF A METAL
 BG4895'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4896 ***********************************************************************
 BG4896  DESIGNATION -  48 84 B 09
 BG4896  PID         -  BG4896
 BG4896  STATE/COUNTY-  FL/ESCAMBIA
 BG4896  USGS QUAD   -  GULF BREEZE (1992)
 BG4896
 BG4896                         *CURRENT SURVEY CONTROL
 BG4896  ___________________________________________________________________
 BG4896* NAD 83(1986)-  30 19 29.     (N)    087 11 14.     (W)     SCALED    
 BG4896* NAVD 88     -         1.904  (meters)       6.25   (feet)  ADJUSTED  
 BG4896  ___________________________________________________________________
 BG4896  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BG4896  DYNAMIC HT  -           1.901 (meters)       6.24  (feet)  COMP
 BG4896  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BG4896
 BG4896  VERT ORDER  -  SECOND    CLASS I
 BG4896
 BG4896.The horizontal coordinates were scaled from a topographic map and have
 BG4896.an estimated accuracy of +/- 6 seconds.
 BG4896
 BG4896.The orthometric height was determined by differential leveling
 BG4896.and adjusted by the National Geodetic Survey in September 1996..
 BG4896
 BG4896.The geoid height was determined by GEOID03.
 BG4896
 BG4896.The dynamic height is computed by dividing the NAVD 88
 BG4896.geopotential number by the normal gravity value computed on the
 BG4896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4896.degrees latitude (g = 980.6199 gals.).
 BG4896
 BG4896.The modeled gravity was interpolated from observed gravity values.
 BG4896
 BG4896;                    North         East    Units  Estimated Accuracy
 BG4896;SPC FL N     -   149,890.      341,600.      MT  (+/- 180 meters Scaled)
 BG4896
 BG4896                          SUPERSEDED SURVEY CONTROL
 BG4896
 BG4896.No superseded survey control is available for this station.
 BG4896
 BG4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU820547(NAD 83)
 BG4896_MARKER: DB = BENCH MARK DISK
 BG4896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4896_SP_SET: CONCRETE POST
 BG4896_STAMPING: 48 84 B09
 BG4896_MARK LOGO: FLDNR 
 BG4896_PROJECTION: FLUSH
 BG4896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4896+STABILITY: SURFACE MOTION
 BG4896
 BG4896  HISTORY     - Date     Condition        Report By
 BG4896  HISTORY     - 1984     MONUMENTED       FLDT
 BG4896  HISTORY     - 1986     GOOD             FLDNR
 BG4896  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4896
 BG4896                          STATION DESCRIPTION
 BG4896
 BG4896'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4896'2.85 MI WEST FROM PENSACOLA BEACH.
 BG4896'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4896'PENSACOLA BEACH, GO 2.85 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4896'MARK.  THE MARK BEARS 82 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 BG4896'171 FEET NORTHEAST OF A NO PARKING SIGN, 153 FEET WEST-NORTHWEST OF
 BG4896'ANOTHER NO PARKING SIGN AND 2.3 FEET SOUTH OF A METAL WITNESS POST.
 BG4896
 BG4896                          STATION RECOVERY (2003)
 BG4896
 BG4896'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4896'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4896'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4896'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4897 ***********************************************************************
 BG4897  DESIGNATION -  48 84 B 10 RM 1
 BG4897  PID         -  BG4897
 BG4897  STATE/COUNTY-  FL/ESCAMBIA
 BG4897  USGS QUAD   -  GULF BREEZE (1992)
 BG4897
 BG4897                         *CURRENT SURVEY CONTROL
 BG4897  ___________________________________________________________________
 BG4897* NAD 83(1986)-  30 19 36.     (N)    087 10 35.     (W)     SCALED    
 BG4897* NAVD 88     -         1.568  (meters)       5.14   (feet)  ADJUSTED  
 BG4897  ___________________________________________________________________
 BG4897  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG4897  DYNAMIC HT  -           1.566 (meters)       5.14  (feet)  COMP
 BG4897  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG4897
 BG4897  VERT ORDER  -  SECOND    CLASS I
 BG4897
 BG4897.The horizontal coordinates were scaled from a topographic map and have
 BG4897.an estimated accuracy of +/- 6 seconds.
 BG4897
 BG4897.The orthometric height was determined by differential leveling
 BG4897.and adjusted by the National Geodetic Survey in September 1996..
 BG4897
 BG4897.The geoid height was determined by GEOID03.
 BG4897
 BG4897.The dynamic height is computed by dividing the NAVD 88
 BG4897.geopotential number by the normal gravity value computed on the
 BG4897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4897.degrees latitude (g = 980.6199 gals.).
 BG4897
 BG4897.The modeled gravity was interpolated from observed gravity values.
 BG4897
 BG4897;                    North         East    Units  Estimated Accuracy
 BG4897;SPC FL N     -   150,080.      342,650.      MT  (+/- 180 meters Scaled)
 BG4897
 BG4897                          SUPERSEDED SURVEY CONTROL
 BG4897
 BG4897.No superseded survey control is available for this station.
 BG4897
 BG4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU830549(NAD 83)
 BG4897_MARKER: DB = BENCH MARK DISK
 BG4897_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4897+WITH SETTING: PAVEMENT
 BG4897_SP_SET: CONCRETE PLATFORM
 BG4897_STAMPING: 48 84 B10 REF MK 1
 BG4897_MARK LOGO: FLDNR 
 BG4897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4897+STABILITY: SURFACE MOTION
 BG4897
 BG4897  HISTORY     - Date     Condition        Report By
 BG4897  HISTORY     - 1984     MONUMENTED       FLDT
 BG4897  HISTORY     - 1986     GOOD             FLDNR
 BG4897  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4897
 BG4897                          STATION DESCRIPTION
 BG4897
 BG4897'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4897'2.2 MI WEST FROM PENSACOLA BEACH.
 BG4897'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4897'PENSACOLA BEACH, GO 2.2 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4897'MARK.  THE MARK BEARS 81.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 BG4897'81 FEET SOUTHEAST OF THE SOUTHEAST CORNER POST OF THE SAN DE LUNA
 BG4897'APARTMENT 17, 17.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 BG4897'APARTMENT PARKING AREA AND IS SET AT THE SOUTHWEST CORNER OF THE
 BG4897'PLATFORM FOR A TRASH DUMPSTER.
 BG4897
 BG4897                          STATION RECOVERY (2003)
 BG4897
 BG4897'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4897'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4897'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4897'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4898 ***********************************************************************
 BG4898  DESIGNATION -  48 84 B 11
 BG4898  PID         -  BG4898
 BG4898  STATE/COUNTY-  FL/ESCAMBIA
 BG4898  USGS QUAD   -  GULF BREEZE (1992)
 BG4898
 BG4898                         *CURRENT SURVEY CONTROL
 BG4898  ___________________________________________________________________
 BG4898* NAD 83(1986)-  30 19 38.     (N)    087 10 02.     (W)     SCALED    
 BG4898* NAVD 88     -         2.410  (meters)       7.91   (feet)  ADJUSTED  
 BG4898  ___________________________________________________________________
 BG4898  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG4898  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 BG4898  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BG4898
 BG4898  VERT ORDER  -  SECOND    CLASS I
 BG4898
 BG4898.The horizontal coordinates were scaled from a topographic map and have
 BG4898.an estimated accuracy of +/- 6 seconds.
 BG4898
 BG4898.The orthometric height was determined by differential leveling
 BG4898.and adjusted by the National Geodetic Survey in September 1996..
 BG4898
 BG4898.The geoid height was determined by GEOID03.
 BG4898
 BG4898.The dynamic height is computed by dividing the NAVD 88
 BG4898.geopotential number by the normal gravity value computed on the
 BG4898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4898.degrees latitude (g = 980.6199 gals.).
 BG4898
 BG4898.The modeled gravity was interpolated from observed gravity values.
 BG4898
 BG4898;                    North         East    Units  Estimated Accuracy
 BG4898;SPC FL N     -   150,120.      343,530.      MT  (+/- 180 meters Scaled)
 BG4898
 BG4898                          SUPERSEDED SURVEY CONTROL
 BG4898
 BG4898.No superseded survey control is available for this station.
 BG4898
 BG4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU839550(NAD 83)
 BG4898_MARKER: DB = BENCH MARK DISK
 BG4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4898_SP_SET: CONCRETE POST
 BG4898_STAMPING: 48 84 B11
 BG4898_MARK LOGO: FLDNR 
 BG4898_PROJECTION: RECESSED 10 CENTIMETERS
 BG4898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4898+STABILITY: SURFACE MOTION
 BG4898
 BG4898  HISTORY     - Date     Condition        Report By
 BG4898  HISTORY     - 1984     MONUMENTED       FLDT
 BG4898  HISTORY     - 1986     GOOD             FLDNR
 BG4898  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4898
 BG4898                          STATION DESCRIPTION
 BG4898
 BG4898'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4898'1.7 MI WEST FROM PENSACOLA BEACH.
 BG4898'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4898'PENSACOLA BEACH, GO 1.7 MILES WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4898'THE MARK BEARS 16.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 60 FEET
 BG4898'NORTHWEST OF A SIGN POST, 24.5 FEET WEST OF A UTILITY POLE AND 7 FEET
 BG4898'SOUTH OF A METAL WITNESS POST.
 BG4898
 BG4898                          STATION RECOVERY (2003)
 BG4898
 BG4898'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4898'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4898'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4898'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4899 ***********************************************************************
 BG4899  DESIGNATION -  48 84 B 12
 BG4899  PID         -  BG4899
 BG4899  STATE/COUNTY-  FL/ESCAMBIA
 BG4899  USGS QUAD   -  GULF BREEZE (1992)
 BG4899
 BG4899                         *CURRENT SURVEY CONTROL
 BG4899  ___________________________________________________________________
 BG4899* NAD 83(1986)-  30 19 42.     (N)    087 09 46.     (W)     SCALED    
 BG4899* NAVD 88     -         1.610  (meters)       5.28   (feet)  ADJUSTED  
 BG4899  ___________________________________________________________________
 BG4899  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG4899  DYNAMIC HT  -           1.608 (meters)       5.28  (feet)  COMP
 BG4899  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BG4899
 BG4899  VERT ORDER  -  SECOND    CLASS I
 BG4899
 BG4899.The horizontal coordinates were scaled from a topographic map and have
 BG4899.an estimated accuracy of +/- 6 seconds.
 BG4899
 BG4899.The orthometric height was determined by differential leveling
 BG4899.and adjusted by the National Geodetic Survey in September 1996..
 BG4899
 BG4899.The geoid height was determined by GEOID03.
 BG4899
 BG4899.The dynamic height is computed by dividing the NAVD 88
 BG4899.geopotential number by the normal gravity value computed on the
 BG4899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4899.degrees latitude (g = 980.6199 gals.).
 BG4899
 BG4899.The modeled gravity was interpolated from observed gravity values.
 BG4899
 BG4899;                    North         East    Units  Estimated Accuracy
 BG4899;SPC FL N     -   150,230.      343,960.      MT  (+/- 180 meters Scaled)
 BG4899
 BG4899                          SUPERSEDED SURVEY CONTROL
 BG4899
 BG4899.No superseded survey control is available for this station.
 BG4899
 BG4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU843551(NAD 83)
 BG4899_MARKER: DB = BENCH MARK DISK
 BG4899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4899_SP_SET: CONCRETE POST
 BG4899_STAMPING: 48 84 B12
 BG4899_MARK LOGO: FLDNR 
 BG4899_PROJECTION: RECESSED 8 CENTIMETERS
 BG4899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4899+STABILITY: SURFACE MOTION
 BG4899
 BG4899  HISTORY     - Date     Condition        Report By
 BG4899  HISTORY     - 1984     MONUMENTED       FLDT
 BG4899  HISTORY     - 1986     GOOD             FLDNR
 BG4899  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4899
 BG4899                          STATION DESCRIPTION
 BG4899
 BG4899'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4899'1.35 MI WEST FROM PENSACOLA BEACH.
 BG4899'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4899'PENSACOLA BEACH, GO 1.35 MILES WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4899'THE MARK BEARS 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 BG4899'NORTH OF A NO PARKING SIGN POST AND 6 FEET NORTH OF A METAL WITNESS
 BG4899'POST.
 BG4899
 BG4899                          STATION RECOVERY (2003)
 BG4899
 BG4899'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4899'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4899'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4899'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4900 ***********************************************************************
 BG4900  DESIGNATION -  48 84 B 13
 BG4900  PID         -  BG4900
 BG4900  STATE/COUNTY-  FL/ESCAMBIA
 BG4900  USGS QUAD   -  GULF BREEZE (1992)
 BG4900
 BG4900                         *CURRENT SURVEY CONTROL
 BG4900  ___________________________________________________________________
 BG4900* NAD 83(1986)-  30 19 45.     (N)    087 09 27.     (W)     SCALED    
 BG4900* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 BG4900  ___________________________________________________________________
 BG4900  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4900  DYNAMIC HT  -           1.460 (meters)       4.79  (feet)  COMP
 BG4900  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BG4900
 BG4900  VERT ORDER  -  SECOND    CLASS I
 BG4900
 BG4900.The horizontal coordinates were scaled from a topographic map and have
 BG4900.an estimated accuracy of +/- 6 seconds.
 BG4900
 BG4900.The orthometric height was determined by differential leveling
 BG4900.and adjusted by the National Geodetic Survey in September 1996..
 BG4900
 BG4900.The geoid height was determined by GEOID03.
 BG4900
 BG4900.The dynamic height is computed by dividing the NAVD 88
 BG4900.geopotential number by the normal gravity value computed on the
 BG4900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4900.degrees latitude (g = 980.6199 gals.).
 BG4900
 BG4900.The modeled gravity was interpolated from observed gravity values.
 BG4900
 BG4900;                    North         East    Units  Estimated Accuracy
 BG4900;SPC FL N     -   150,310.      344,470.      MT  (+/- 180 meters Scaled)
 BG4900
 BG4900                          SUPERSEDED SURVEY CONTROL
 BG4900
 BG4900.No superseded survey control is available for this station.
 BG4900
 BG4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU848552(NAD 83)
 BG4900_MARKER: DB = BENCH MARK DISK
 BG4900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4900_SP_SET: CONCRETE POST
 BG4900_STAMPING: 48 84 B13
 BG4900_MARK LOGO: FLDNR 
 BG4900_PROJECTION: RECESSED 10 CENTIMETERS
 BG4900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4900+STABILITY: SURFACE MOTION
 BG4900
 BG4900  HISTORY     - Date     Condition        Report By
 BG4900  HISTORY     - 1984     MONUMENTED       FLDT
 BG4900  HISTORY     - 1986     GOOD             FLDNR
 BG4900  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4900
 BG4900                          STATION DESCRIPTION
 BG4900
 BG4900'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4900'1.05 MI WEST FROM PENSACOLA BEACH.
 BG4900'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4900'PENSACOLA BEACH, GO 1.05 MILES WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4900'THE MARK BEARS 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 40 FEET
 BG4900'EAST OF THE CENTERLINE OF THE WEST DRIVEWAY TO WHITE SANDS RESORT,
 BG4900'110.7 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM POWER POLE
 BG4900'16177-49301, AND 9.2 FEET NORTH OF A METAL WITNESS POST.
 BG4900
 BG4900                          STATION RECOVERY (2003)
 BG4900
 BG4900'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4900'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4900'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4900'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4901 ***********************************************************************
 BG4901  DESIGNATION -  48 84 B 14
 BG4901  PID         -  BG4901
 BG4901  STATE/COUNTY-  FL/ESCAMBIA
 BG4901  USGS QUAD   -  GULF BREEZE (1992)
 BG4901
 BG4901                         *CURRENT SURVEY CONTROL
 BG4901  ___________________________________________________________________
 BG4901* NAD 83(1986)-  30 19 49.     (N)    087 09 00.     (W)     SCALED    
 BG4901* NAVD 88     -         4.012  (meters)      13.16   (feet)  ADJUSTED  
 BG4901  ___________________________________________________________________
 BG4901  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4901  DYNAMIC HT  -           4.007 (meters)      13.15  (feet)  COMP
 BG4901  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BG4901
 BG4901  VERT ORDER  -  SECOND    CLASS I
 BG4901
 BG4901.The horizontal coordinates were scaled from a topographic map and have
 BG4901.an estimated accuracy of +/- 6 seconds.
 BG4901
 BG4901.The orthometric height was determined by differential leveling
 BG4901.and adjusted by the National Geodetic Survey in September 1996..
 BG4901
 BG4901.The geoid height was determined by GEOID03.
 BG4901
 BG4901.The dynamic height is computed by dividing the NAVD 88
 BG4901.geopotential number by the normal gravity value computed on the
 BG4901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4901.degrees latitude (g = 980.6199 gals.).
 BG4901
 BG4901.The modeled gravity was interpolated from observed gravity values.
 BG4901
 BG4901;                    North         East    Units  Estimated Accuracy
 BG4901;SPC FL N     -   150,420.      345,200.      MT  (+/- 180 meters Scaled)
 BG4901
 BG4901                          SUPERSEDED SURVEY CONTROL
 BG4901
 BG4901.No superseded survey control is available for this station.
 BG4901
 BG4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU855553(NAD 83)
 BG4901_MARKER: DB = BENCH MARK DISK
 BG4901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4901_SP_SET: CONCRETE POST
 BG4901_STAMPING: 48 84 B14
 BG4901_MARK LOGO: FLDNR 
 BG4901_PROJECTION: RECESSED 3 CENTIMETERS
 BG4901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4901+STABILITY: SURFACE MOTION
 BG4901
 BG4901  HISTORY     - Date     Condition        Report By
 BG4901  HISTORY     - 1984     MONUMENTED       FLDT
 BG4901  HISTORY     - 1986     GOOD             FLDNR
 BG4901  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4901
 BG4901                          STATION DESCRIPTION
 BG4901
 BG4901'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4901'0.6 MI WEST FROM PENSACOLA BEACH.
 BG4901'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4901'PENSACOLA BEACH, GO 0.6 MILE WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4901'THE MARK BEARS 20.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 56 FEET
 BG4901'NORTH OF THE HALLWAY FOR THE FIVE FLAGS MOTEL, 35 FEET NORTHEAST OF A
 BG4901'TELEPHONE POLE AND 23.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BG4901'WATER TANK ENCLOSURE.
 BG4901
 BG4901                          STATION RECOVERY (2003)
 BG4901
 BG4901'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4901'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4901'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4901'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4902 ***********************************************************************
 BG4902  DESIGNATION -  48 84 B 15
 BG4902  PID         -  BG4902
 BG4902  STATE/COUNTY-  FL/ESCAMBIA
 BG4902  USGS QUAD   -  GULF BREEZE (1992)
 BG4902
 BG4902                         *CURRENT SURVEY CONTROL
 BG4902  ___________________________________________________________________
 BG4902* NAD 83(1986)-  30 19 54.     (N)    087 08 38.     (W)     SCALED    
 BG4902* NAVD 88     -         3.523  (meters)      11.56   (feet)  ADJUSTED  
 BG4902  ___________________________________________________________________
 BG4902  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4902  DYNAMIC HT  -           3.518 (meters)      11.54  (feet)  COMP
 BG4902  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BG4902
 BG4902  VERT ORDER  -  SECOND    CLASS I
 BG4902
 BG4902.The horizontal coordinates were scaled from a topographic map and have
 BG4902.an estimated accuracy of +/- 6 seconds.
 BG4902
 BG4902.The orthometric height was determined by differential leveling
 BG4902.and adjusted by the National Geodetic Survey in September 1996..
 BG4902
 BG4902.The geoid height was determined by GEOID03.
 BG4902
 BG4902.The dynamic height is computed by dividing the NAVD 88
 BG4902.geopotential number by the normal gravity value computed on the
 BG4902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4902.degrees latitude (g = 980.6199 gals.).
 BG4902
 BG4902.The modeled gravity was interpolated from observed gravity values.
 BG4902
 BG4902;                    North         East    Units  Estimated Accuracy
 BG4902;SPC FL N     -   150,560.      345,790.      MT  (+/- 180 meters Scaled)
 BG4902
 BG4902                          SUPERSEDED SURVEY CONTROL
 BG4902
 BG4902.No superseded survey control is available for this station.
 BG4902
 BG4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU861555(NAD 83)
 BG4902_MARKER: DB = BENCH MARK DISK
 BG4902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4902_SP_SET: CONCRETE POST
 BG4902_STAMPING: 48 84 B15
 BG4902_MARK LOGO: FLDNR 
 BG4902_PROJECTION: RECESSED 10 CENTIMETERS
 BG4902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4902+STABILITY: SURFACE MOTION
 BG4902
 BG4902  HISTORY     - Date     Condition        Report By
 BG4902  HISTORY     - 1984     MONUMENTED       FLDT
 BG4902  HISTORY     - 1986     GOOD             FLDNR
 BG4902
 BG4902                          STATION DESCRIPTION
 BG4902
 BG4902'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4902'IN PENSACOLA BEACH.
 BG4902'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4902'PENSACOLA BEACH, GO 0.2 MILE WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4902'THE MARK BEARS 39 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 52
 BG4902'FEET NORTHEAST OF A FIRE HYDRANT AND 5.5 FEET NORTHWEST OF A
 BG4902'POWERLINE ANCHOR POLE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4903 ***********************************************************************
 BG4903  DESIGNATION -  48 84 B 17
 BG4903  PID         -  BG4903
 BG4903  STATE/COUNTY-  FL/ESCAMBIA
 BG4903  USGS QUAD   -  GULF BREEZE (1992)
 BG4903
 BG4903                         *CURRENT SURVEY CONTROL
 BG4903  ___________________________________________________________________
 BG4903* NAD 83(1986)-  30 20 06.     (N)    087 07 55.     (W)     SCALED    
 BG4903* NAVD 88     -         1.510  (meters)       4.95   (feet)  ADJUSTED  
 BG4903  ___________________________________________________________________
 BG4903  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4903  DYNAMIC HT  -           1.508 (meters)       4.95  (feet)  COMP
 BG4903  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BG4903
 BG4903  VERT ORDER  -  SECOND    CLASS I
 BG4903
 BG4903.The horizontal coordinates were scaled from a topographic map and have
 BG4903.an estimated accuracy of +/- 6 seconds.
 BG4903
 BG4903.The orthometric height was determined by differential leveling
 BG4903.and adjusted by the National Geodetic Survey in September 1996..
 BG4903
 BG4903.The geoid height was determined by GEOID03.
 BG4903
 BG4903.The dynamic height is computed by dividing the NAVD 88
 BG4903.geopotential number by the normal gravity value computed on the
 BG4903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4903.degrees latitude (g = 980.6199 gals.).
 BG4903
 BG4903.The modeled gravity was interpolated from observed gravity values.
 BG4903
 BG4903;                    North         East    Units  Estimated Accuracy
 BG4903;SPC FL N     -   150,900.      346,950.      MT  (+/- 180 meters Scaled)
 BG4903
 BG4903                          SUPERSEDED SURVEY CONTROL
 BG4903
 BG4903.No superseded survey control is available for this station.
 BG4903
 BG4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU873559(NAD 83)
 BG4903_MARKER: DB = BENCH MARK DISK
 BG4903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4903_SP_SET: CONCRETE POST
 BG4903_STAMPING: 48 84 B17
 BG4903_MARK LOGO: FLDNR 
 BG4903_PROJECTION: RECESSED 3 CENTIMETERS
 BG4903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4903+STABILITY: SURFACE MOTION
 BG4903
 BG4903  HISTORY     - Date     Condition        Report By
 BG4903  HISTORY     - 1984     MONUMENTED       FLDT
 BG4903  HISTORY     - 1986     GOOD             FLDNR
 BG4903
 BG4903                          STATION DESCRIPTION
 BG4903
 BG4903'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4903'0.5 MI EAST FROM PENSACOLA BEACH.
 BG4903'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4903'PENSACOLA BEACH, GO 0.5 MILE EAST ON STATE ROAD 399 TO THE MARK.  THE
 BG4903'MARK BEARS 18.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET
 BG4903'SOUTHEAST OF A TELEPHONE POLE, 9.8 FEET SOUTH OF THE SOUTH EDGE OF A
 BG4903'PARKING LOT AND IS IN FRONT OF THE ENTRANCE TO THE CORAL ROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4904 ***********************************************************************
 BG4904  DESIGNATION -  48 84 B 18
 BG4904  PID         -  BG4904
 BG4904  STATE/COUNTY-  FL/ESCAMBIA
 BG4904  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4904
 BG4904                         *CURRENT SURVEY CONTROL
 BG4904  ___________________________________________________________________
 BG4904* NAD 83(1986)-  30 20 09.     (N)    087 07 27.     (W)     SCALED    
 BG4904* NAVD 88     -         1.245  (meters)       4.08   (feet)  ADJUSTED  
 BG4904  ___________________________________________________________________
 BG4904  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4904  DYNAMIC HT  -           1.244 (meters)       4.08  (feet)  COMP
 BG4904  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BG4904
 BG4904  VERT ORDER  -  SECOND    CLASS I
 BG4904
 BG4904.The horizontal coordinates were scaled from a topographic map and have
 BG4904.an estimated accuracy of +/- 6 seconds.
 BG4904
 BG4904.The orthometric height was determined by differential leveling
 BG4904.and adjusted by the National Geodetic Survey in September 1996..
 BG4904
 BG4904.The geoid height was determined by GEOID03.
 BG4904
 BG4904.The dynamic height is computed by dividing the NAVD 88
 BG4904.geopotential number by the normal gravity value computed on the
 BG4904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4904.degrees latitude (g = 980.6199 gals.).
 BG4904
 BG4904.The modeled gravity was interpolated from observed gravity values.
 BG4904
 BG4904;                    North         East    Units  Estimated Accuracy
 BG4904;SPC FL N     -   150,980.      347,700.      MT  (+/- 180 meters Scaled)
 BG4904
 BG4904                          SUPERSEDED SURVEY CONTROL
 BG4904
 BG4904.No superseded survey control is available for this station.
 BG4904
 BG4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU880560(NAD 83)
 BG4904_MARKER: DB = BENCH MARK DISK
 BG4904_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4904_SP_SET: CONCRETE SIDEWALK
 BG4904_STAMPING: 48 84 B18
 BG4904_MARK LOGO: FLDNR 
 BG4904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4904
 BG4904  HISTORY     - Date     Condition        Report By
 BG4904  HISTORY     - 1984     MONUMENTED       FLDT
 BG4904  HISTORY     - 1986     GOOD             FLDNR
 BG4904
 BG4904                          STATION DESCRIPTION
 BG4904
 BG4904'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4904'0.9 MI EAST FROM PENSACOLA BEACH.
 BG4904'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4904'PENSACOLA BEACH, GO 0.9 MILE EAST ON STATE ROAD 399 TO THE MARK.  THE
 BG4904'MARK BEARS 26.9 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30.6 FEET
 BG4904'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE 218, 13.5 FEET EAST
 BG4904'OF THE CENTERLINE OF A DRIVEWAY, 12.7 FEET EAST-NORTHEAST OF A
 BG4904'TELEPHONE POLE WITH A WITNESS SIGN ATTACHED AND 4.5 FEET SOUTH OF THE
 BG4904'NORTH EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4905 ***********************************************************************
 BG4905  DESIGNATION -  48 84 B 19
 BG4905  PID         -  BG4905
 BG4905  STATE/COUNTY-  FL/ESCAMBIA
 BG4905  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4905
 BG4905                         *CURRENT SURVEY CONTROL
 BG4905  ___________________________________________________________________
 BG4905* NAD 83(1986)-  30 20 16.     (N)    087 06 53.     (W)     SCALED    
 BG4905* NAVD 88     -         1.636  (meters)       5.37   (feet)  ADJUSTED  
 BG4905  ___________________________________________________________________
 BG4905  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4905  DYNAMIC HT  -           1.634 (meters)       5.36  (feet)  COMP
 BG4905  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BG4905
 BG4905  VERT ORDER  -  SECOND    CLASS I
 BG4905
 BG4905.The horizontal coordinates were scaled from a topographic map and have
 BG4905.an estimated accuracy of +/- 6 seconds.
 BG4905
 BG4905.The orthometric height was determined by differential leveling
 BG4905.and adjusted by the National Geodetic Survey in September 1996..
 BG4905
 BG4905.The geoid height was determined by GEOID03.
 BG4905
 BG4905.The dynamic height is computed by dividing the NAVD 88
 BG4905.geopotential number by the normal gravity value computed on the
 BG4905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4905.degrees latitude (g = 980.6199 gals.).
 BG4905
 BG4905.The modeled gravity was interpolated from observed gravity values.
 BG4905
 BG4905;                    North         East    Units  Estimated Accuracy
 BG4905;SPC FL N     -   151,170.      348,610.      MT  (+/- 180 meters Scaled)
 BG4905
 BG4905                          SUPERSEDED SURVEY CONTROL
 BG4905
 BG4905.No superseded survey control is available for this station.
 BG4905
 BG4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU889562(NAD 83)
 BG4905_MARKER: DB = BENCH MARK DISK
 BG4905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4905_SP_SET: CONCRETE POST
 BG4905_STAMPING: 48 84 B19
 BG4905_MARK LOGO: FLDNR 
 BG4905_PROJECTION: FLUSH
 BG4905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4905+STABILITY: SURFACE MOTION
 BG4905
 BG4905  HISTORY     - Date     Condition        Report By
 BG4905  HISTORY     - 1984     MONUMENTED       FLDT
 BG4905  HISTORY     - 1986     GOOD             FLDNR
 BG4905  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4905
 BG4905                          STATION DESCRIPTION
 BG4905
 BG4905'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4905'1.45 MI EAST FROM PENSACOLA BEACH.
 BG4905'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4905'PENSACOLA BEACH, GO 1.45 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4905'THE MARK BEARS 19.8 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 55 FEET
 BG4905'EAST OF THE CENTERLINE OF A DRIVEWAY, 52 FEET NORTH OF THE NORTHEAST
 BG4905'CORNER OF HOUSE 804 AND 2.8 FEET NORTH OF A METAL WITNESS POST
 BG4905
 BG4905                          STATION RECOVERY (2003)
 BG4905
 BG4905'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4905'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4905'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4905'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4906 ***********************************************************************
 BG4906  DESIGNATION -  48 84 B 20
 BG4906  PID         -  BG4906
 BG4906  STATE/COUNTY-  FL/ESCAMBIA
 BG4906  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4906
 BG4906                         *CURRENT SURVEY CONTROL
 BG4906  ___________________________________________________________________
 BG4906* NAD 83(1986)-  30 20 24.     (N)    087 06 22.     (W)     SCALED    
 BG4906* NAVD 88     -         1.232  (meters)       4.04   (feet)  ADJUSTED  
 BG4906  ___________________________________________________________________
 BG4906  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4906  DYNAMIC HT  -           1.230 (meters)       4.04  (feet)  COMP
 BG4906  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BG4906
 BG4906  VERT ORDER  -  SECOND    CLASS I
 BG4906
 BG4906.The horizontal coordinates were scaled from a topographic map and have
 BG4906.an estimated accuracy of +/- 6 seconds.
 BG4906
 BG4906.The orthometric height was determined by differential leveling
 BG4906.and adjusted by the National Geodetic Survey in September 1996..
 BG4906
 BG4906.The geoid height was determined by GEOID03.
 BG4906
 BG4906.The dynamic height is computed by dividing the NAVD 88
 BG4906.geopotential number by the normal gravity value computed on the
 BG4906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4906.degrees latitude (g = 980.6199 gals.).
 BG4906
 BG4906.The modeled gravity was interpolated from observed gravity values.
 BG4906
 BG4906;                    North         East    Units  Estimated Accuracy
 BG4906;SPC FL N     -   151,400.      349,440.      MT  (+/- 180 meters Scaled)
 BG4906
 BG4906                          SUPERSEDED SURVEY CONTROL
 BG4906
 BG4906.No superseded survey control is available for this station.
 BG4906
 BG4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU898564(NAD 83)
 BG4906_MARKER: DB = BENCH MARK DISK
 BG4906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4906_SP_SET: CONCRETE POST
 BG4906_STAMPING: 48 84 B20
 BG4906_MARK LOGO: FLDNR 
 BG4906_PROJECTION: RECESSED 5 CENTIMETERS
 BG4906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4906+STABILITY: SURFACE MOTION
 BG4906
 BG4906  HISTORY     - Date     Condition        Report By
 BG4906  HISTORY     - 1984     MONUMENTED       FLDT
 BG4906  HISTORY     - 1986     GOOD             FLDNR
 BG4906  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4906
 BG4906                          STATION DESCRIPTION
 BG4906
 BG4906'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4906'2.0 MI EAST FROM PENSACOLA BEACH.
 BG4906'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4906'PENSACOLA BEACH, GO 2.0 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4906'THE MARK BEARS 16.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 66 FEET
 BG4906'EAST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE 1107, 62 FEET WEST OF
 BG4906'THE CENTERLINE OF THE DRIVEWAY TO HOUSE 1109 AND 5 FEET SOUTH OF A
 BG4906'TELEPHONE POLE WITH A WITNESS SIGN ATTACHED.
 BG4906
 BG4906                          STATION RECOVERY (2003)
 BG4906
 BG4906'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4906'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4906'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4906'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4907 ***********************************************************************
 BG4907  DESIGNATION -  48 84 B 21
 BG4907  PID         -  BG4907
 BG4907  STATE/COUNTY-  FL/ESCAMBIA
 BG4907  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4907
 BG4907                         *CURRENT SURVEY CONTROL
 BG4907  ___________________________________________________________________
 BG4907* NAD 83(1986)-  30 20 31.     (N)    087 05 40.     (W)     SCALED    
 BG4907* NAVD 88     -         1.527  (meters)       5.01   (feet)  ADJUSTED  
 BG4907  ___________________________________________________________________
 BG4907  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG4907  DYNAMIC HT  -           1.525 (meters)       5.00  (feet)  COMP
 BG4907  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BG4907
 BG4907  VERT ORDER  -  SECOND    CLASS I
 BG4907
 BG4907.The horizontal coordinates were scaled from a topographic map and have
 BG4907.an estimated accuracy of +/- 6 seconds.
 BG4907
 BG4907.The orthometric height was determined by differential leveling
 BG4907.and adjusted by the National Geodetic Survey in September 1996..
 BG4907
 BG4907.The geoid height was determined by GEOID03.
 BG4907
 BG4907.The dynamic height is computed by dividing the NAVD 88
 BG4907.geopotential number by the normal gravity value computed on the
 BG4907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4907.degrees latitude (g = 980.6199 gals.).
 BG4907
 BG4907.The modeled gravity was interpolated from observed gravity values.
 BG4907
 BG4907;                    North         East    Units  Estimated Accuracy
 BG4907;SPC FL N     -   151,590.      350,570.      MT  (+/- 180 meters Scaled)
 BG4907
 BG4907                          SUPERSEDED SURVEY CONTROL
 BG4907
 BG4907.No superseded survey control is available for this station.
 BG4907
 BG4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU909566(NAD 83)
 BG4907_MARKER: DB = BENCH MARK DISK
 BG4907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4907_SP_SET: CONCRETE POST
 BG4907_STAMPING: 48 84 B21
 BG4907_MARK LOGO: FLDNR 
 BG4907_PROJECTION: RECESSED 5 CENTIMETERS
 BG4907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4907+STABILITY: SURFACE MOTION
 BG4907
 BG4907  HISTORY     - Date     Condition        Report By
 BG4907  HISTORY     - 1984     MONUMENTED       FLDT
 BG4907  HISTORY     - 1986     GOOD             FLDNR
 BG4907  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4907
 BG4907                          STATION DESCRIPTION
 BG4907
 BG4907'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4907'2.75 MI EAST FROM PENSACOLA BEACH.
 BG4907'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4907'PENSACOLA BEACH, GO 2.75 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4907'THE MARK BEARS 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 62 FEET
 BG4907'NORTHEAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY SOUTH, 60 FEET
 BG4907'SOUTHEAST OF A TELEPHONE POLE AND 55.5 FEET SOUTH OF A WOOD FENCE.
 BG4907
 BG4907                          STATION RECOVERY (2003)
 BG4907
 BG4907'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4907'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4907'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4907'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4908 ***********************************************************************
 BG4908  DESIGNATION -  48 84 B 22
 BG4908  PID         -  BG4908
 BG4908  STATE/COUNTY-  FL/ESCAMBIA
 BG4908  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4908
 BG4908                         *CURRENT SURVEY CONTROL
 BG4908  ___________________________________________________________________
 BG4908* NAD 83(1986)-  30 20 33.     (N)    087 05 03.     (W)     SCALED    
 BG4908* NAVD 88     -         2.906  (meters)       9.53   (feet)  ADJUSTED  
 BG4908  ___________________________________________________________________
 BG4908  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG4908  DYNAMIC HT  -           2.902 (meters)       9.52  (feet)  COMP
 BG4908  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BG4908
 BG4908  VERT ORDER  -  SECOND    CLASS I
 BG4908
 BG4908.The horizontal coordinates were scaled from a topographic map and have
 BG4908.an estimated accuracy of +/- 6 seconds.
 BG4908
 BG4908.The orthometric height was determined by differential leveling
 BG4908.and adjusted by the National Geodetic Survey in September 1996..
 BG4908
 BG4908.The geoid height was determined by GEOID03.
 BG4908
 BG4908.The dynamic height is computed by dividing the NAVD 88
 BG4908.geopotential number by the normal gravity value computed on the
 BG4908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4908.degrees latitude (g = 980.6199 gals.).
 BG4908
 BG4908.The modeled gravity was interpolated from observed gravity values.
 BG4908
 BG4908;                    North         East    Units  Estimated Accuracy
 BG4908;SPC FL N     -   151,630.      351,560.      MT  (+/- 180 meters Scaled)
 BG4908
 BG4908                          SUPERSEDED SURVEY CONTROL
 BG4908
 BG4908.No superseded survey control is available for this station.
 BG4908
 BG4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU919567(NAD 83)
 BG4908_MARKER: DB = BENCH MARK DISK
 BG4908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4908_SP_SET: CONCRETE POST
 BG4908_STAMPING: 48 84 B22
 BG4908_MARK LOGO: FLDNR 
 BG4908_PROJECTION: FLUSH
 BG4908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4908+STABILITY: SURFACE MOTION
 BG4908
 BG4908  HISTORY     - Date     Condition        Report By
 BG4908  HISTORY     - 1984     MONUMENTED       FLDT
 BG4908  HISTORY     - 1986     GOOD             FLDNR
 BG4908  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4908
 BG4908                          STATION DESCRIPTION
 BG4908
 BG4908'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4908'3.5 MI EAST FROM PENSACOLA BEACH.
 BG4908'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4908'PENSACOLA BEACH, GO 3.5 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4908'THE MARK BEARS 38.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 52.5
 BG4908'FEET WEST OF A TELEPHONE POLE, 67 FEET EAST OF A METAL SIGN POST
 BG4908'(LEAVE ONLY FOOTPRINTS), 3 FEET NORTH OF A METAL WITNESS POST AND 0.2
 BG4908'MILE EAST OF THE JUNCTION OF CALLE HERMOSA ROAD.
 BG4908
 BG4908                          STATION RECOVERY (2003)
 BG4908
 BG4908'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4908'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4908'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4908'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4909 ***********************************************************************
 BG4909  DESIGNATION -  48 84 B 23
 BG4909  PID         -  BG4909
 BG4909  STATE/COUNTY-  FL/ESCAMBIA
 BG4909  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4909
 BG4909                         *CURRENT SURVEY CONTROL
 BG4909  ___________________________________________________________________
 BG4909* NAD 83(1986)-  30 20 42.     (N)    087 04 25.     (W)     SCALED    
 BG4909* NAVD 88     -         2.313  (meters)       7.59   (feet)  ADJUSTED  
 BG4909  ___________________________________________________________________
 BG4909  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG4909  DYNAMIC HT  -           2.310 (meters)       7.58  (feet)  COMP
 BG4909  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BG4909
 BG4909  VERT ORDER  -  SECOND    CLASS I
 BG4909
 BG4909.The horizontal coordinates were scaled from a topographic map and have
 BG4909.an estimated accuracy of +/- 6 seconds.
 BG4909
 BG4909.The orthometric height was determined by differential leveling
 BG4909.and adjusted by the National Geodetic Survey in September 1996..
 BG4909
 BG4909.The geoid height was determined by GEOID03.
 BG4909
 BG4909.The dynamic height is computed by dividing the NAVD 88
 BG4909.geopotential number by the normal gravity value computed on the
 BG4909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4909.degrees latitude (g = 980.6199 gals.).
 BG4909
 BG4909.The modeled gravity was interpolated from observed gravity values.
 BG4909
 BG4909;                    North         East    Units  Estimated Accuracy
 BG4909;SPC FL N     -   151,880.      352,580.      MT  (+/- 180 meters Scaled)
 BG4909
 BG4909                          SUPERSEDED SURVEY CONTROL
 BG4909
 BG4909.No superseded survey control is available for this station.
 BG4909
 BG4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU929570(NAD 83)
 BG4909_MARKER: DB = BENCH MARK DISK
 BG4909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4909_SP_SET: CONCRETE POST
 BG4909_STAMPING: 48 84 B23
 BG4909_MARK LOGO: FLDNR 
 BG4909_PROJECTION: RECESSED 10 CENTIMETERS
 BG4909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4909+STABILITY: SURFACE MOTION
 BG4909
 BG4909  HISTORY     - Date     Condition        Report By
 BG4909  HISTORY     - 1984     MONUMENTED       FLDT
 BG4909  HISTORY     - 1986     GOOD             FLDNR
 BG4909  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4909
 BG4909                          STATION DESCRIPTION
 BG4909
 BG4909'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4909'4.15 MI EAST FROM PENSACOLA BEACH.
 BG4909'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4909'PENSACOLA BEACH, GO 4.15 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4909'THE MARK BEARS 17.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET
 BG4909'SOUTH OF A TELEPHONE POLE AND 6.5 FEET SOUTH OF A METAL WITNESS POST.
 BG4909
 BG4909                          STATION RECOVERY (2003)
 BG4909
 BG4909'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4909'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4909'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4909'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4910 ***********************************************************************
 BG4910  DESIGNATION -  48 84 B 24
 BG4910  PID         -  BG4910
 BG4910  STATE/COUNTY-  FL/ESCAMBIA
 BG4910  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4910
 BG4910                         *CURRENT SURVEY CONTROL
 BG4910  ___________________________________________________________________
 BG4910* NAD 83(1986)-  30 20 48.     (N)    087 03 38.     (W)     SCALED    
 BG4910* NAVD 88     -         3.875  (meters)      12.71   (feet)  ADJUSTED  
 BG4910  ___________________________________________________________________
 BG4910  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG4910  DYNAMIC HT  -           3.870 (meters)      12.70  (feet)  COMP
 BG4910  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BG4910
 BG4910  VERT ORDER  -  SECOND    CLASS I
 BG4910
 BG4910.The horizontal coordinates were scaled from a topographic map and have
 BG4910.an estimated accuracy of +/- 6 seconds.
 BG4910
 BG4910.The orthometric height was determined by differential leveling
 BG4910.and adjusted by the National Geodetic Survey in September 1996..
 BG4910
 BG4910.The geoid height was determined by GEOID03.
 BG4910
 BG4910.The dynamic height is computed by dividing the NAVD 88
 BG4910.geopotential number by the normal gravity value computed on the
 BG4910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4910.degrees latitude (g = 980.6199 gals.).
 BG4910
 BG4910.The modeled gravity was interpolated from observed gravity values.
 BG4910
 BG4910;                    North         East    Units  Estimated Accuracy
 BG4910;SPC FL N     -   152,040.      353,840.      MT  (+/- 180 meters Scaled)
 BG4910
 BG4910                          SUPERSEDED SURVEY CONTROL
 BG4910
 BG4910.No superseded survey control is available for this station.
 BG4910
 BG4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU941572(NAD 83)
 BG4910_MARKER: DB = BENCH MARK DISK
 BG4910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4910_SP_SET: CONCRETE POST
 BG4910_STAMPING: 48 84 B24
 BG4910_MARK LOGO: FLDNR 
 BG4910_PROJECTION: RECESSED 5 CENTIMETERS
 BG4910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4910+STABILITY: SURFACE MOTION
 BG4910
 BG4910  HISTORY     - Date     Condition        Report By
 BG4910  HISTORY     - 1984     MONUMENTED       FLDT
 BG4910  HISTORY     - 1986     GOOD             FLDNR
 BG4910  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4910
 BG4910                          STATION DESCRIPTION
 BG4910
 BG4910'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4910'4.7 MI EAST FROM PENSACOLA BEACH.
 BG4910'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4910'PENSACOLA BEACH, GO 4.7 MILES EAST ON STATE ROAD 3999 TO THE MARK.
 BG4910'THE MARK BEARS 18.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.5
 BG4910'FEET SOUTH OF A METAL WITNESS POST AND 0.1 MILE WEST OF A PARKING
 BG4910'AREA.
 BG4910
 BG4910                          STATION RECOVERY (2003)
 BG4910
 BG4910'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4910'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4910'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4910'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4911 ***********************************************************************
 BG4911  DESIGNATION -  48 84 B 25
 BG4911  PID         -  BG4911
 BG4911  STATE/COUNTY-  FL/ESCAMBIA
 BG4911  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4911
 BG4911                         *CURRENT SURVEY CONTROL
 BG4911  ___________________________________________________________________
 BG4911* NAD 83(1986)-  30 20 54.     (N)    087 02 52.     (W)     SCALED    
 BG4911* NAVD 88     -         3.744  (meters)      12.28   (feet)  ADJUSTED  
 BG4911  ___________________________________________________________________
 BG4911  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4911  DYNAMIC HT  -           3.739 (meters)      12.27  (feet)  COMP
 BG4911  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 BG4911
 BG4911  VERT ORDER  -  SECOND    CLASS I
 BG4911
 BG4911.The horizontal coordinates were scaled from a topographic map and have
 BG4911.an estimated accuracy of +/- 6 seconds.
 BG4911
 BG4911.The orthometric height was determined by differential leveling
 BG4911.and adjusted by the National Geodetic Survey in September 1996..
 BG4911
 BG4911.The geoid height was determined by GEOID03.
 BG4911
 BG4911.The dynamic height is computed by dividing the NAVD 88
 BG4911.geopotential number by the normal gravity value computed on the
 BG4911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4911.degrees latitude (g = 980.6199 gals.).
 BG4911
 BG4911.The modeled gravity was interpolated from observed gravity values.
 BG4911
 BG4911;                    North         East    Units  Estimated Accuracy
 BG4911;SPC FL N     -   152,200.      355,070.      MT  (+/- 180 meters Scaled)
 BG4911
 BG4911                          SUPERSEDED SURVEY CONTROL
 BG4911
 BG4911.No superseded survey control is available for this station.
 BG4911
 BG4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU954573(NAD 83)
 BG4911_MARKER: DB = BENCH MARK DISK
 BG4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4911_SP_SET: CONCRETE POST
 BG4911_STAMPING: 48 84 B25
 BG4911_MARK LOGO: FLDNR 
 BG4911_PROJECTION: RECESSED 15 CENTIMETERS
 BG4911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4911+STABILITY: SURFACE MOTION
 BG4911
 BG4911  HISTORY     - Date     Condition        Report By
 BG4911  HISTORY     - 1984     MONUMENTED       FLDT
 BG4911  HISTORY     - 1986     GOOD             FLDNR
 BG4911  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4911
 BG4911                          STATION DESCRIPTION
 BG4911
 BG4911'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4911'5.45 MI EAST FROM PENSACOLA BEACH.
 BG4911'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4911'PENSACOLA BEACH, GO 5.45 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4911'THE MARK BEARS 15.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 208
 BG4911'FEET WEST-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 8.5 FEET
 BG4911'SOUTH OF A METAL WITNESS POST.
 BG4911
 BG4911                          STATION RECOVERY (2003)
 BG4911
 BG4911'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4911'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4911'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4911'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4912 ***********************************************************************
 BG4912  DESIGNATION -  48 84 B 26
 BG4912  PID         -  BG4912
 BG4912  STATE/COUNTY-  FL/ESCAMBIA
 BG4912  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4912
 BG4912                         *CURRENT SURVEY CONTROL
 BG4912  ___________________________________________________________________
 BG4912* NAD 83(1986)-  30 21 01.     (N)    087 02 20.     (W)     SCALED    
 BG4912* NAVD 88     -         2.075  (meters)       6.81   (feet)  ADJUSTED  
 BG4912  ___________________________________________________________________
 BG4912  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4912  DYNAMIC HT  -           2.073 (meters)       6.80  (feet)  COMP
 BG4912  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BG4912
 BG4912  VERT ORDER  -  SECOND    CLASS I
 BG4912
 BG4912.The horizontal coordinates were scaled from a topographic map and have
 BG4912.an estimated accuracy of +/- 6 seconds.
 BG4912
 BG4912.The orthometric height was determined by differential leveling
 BG4912.and adjusted by the National Geodetic Survey in September 1996..
 BG4912
 BG4912.The geoid height was determined by GEOID03.
 BG4912
 BG4912.The dynamic height is computed by dividing the NAVD 88
 BG4912.geopotential number by the normal gravity value computed on the
 BG4912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4912.degrees latitude (g = 980.6199 gals.).
 BG4912
 BG4912.The modeled gravity was interpolated from observed gravity values.
 BG4912
 BG4912;                    North         East    Units  Estimated Accuracy
 BG4912;SPC FL N     -   152,390.      355,930.      MT  (+/- 180 meters Scaled)
 BG4912
 BG4912                          SUPERSEDED SURVEY CONTROL
 BG4912
 BG4912.No superseded survey control is available for this station.
 BG4912
 BG4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU962576(NAD 83)
 BG4912_MARKER: DB = BENCH MARK DISK
 BG4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4912_SP_SET: CONCRETE POST
 BG4912_STAMPING: 48 84 B26
 BG4912_MARK LOGO: FLDNR 
 BG4912_PROJECTION: RECESSED 10 CENTIMETERS
 BG4912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4912+STABILITY: SURFACE MOTION
 BG4912
 BG4912  HISTORY     - Date     Condition        Report By
 BG4912  HISTORY     - 1984     MONUMENTED       FLDT
 BG4912  HISTORY     - 1986     GOOD             FLDNR
 BG4912  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4912
 BG4912                          STATION DESCRIPTION
 BG4912
 BG4912'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4912'6.05 MI EAST FROM PENSACOLA BEACH.
 BG4912'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4912'PENSACOLA BEACH, GO 6.05 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4912'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 63 FEET
 BG4912'NORTH-NORTHEAST OF A 3X3 INCH CONCRETE POST, 227 FEET SOUTHWEST OF A
 BG4912'SIGN (NO VEHICLES) AND 7.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 BG4912
 BG4912                          STATION RECOVERY (2003)
 BG4912
 BG4912'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4912'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4912'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4912'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4914 ***********************************************************************
 BG4914  DESIGNATION -  48 84 B 28
 BG4914  PID         -  BG4914
 BG4914  STATE/COUNTY-  FL/ESCAMBIA
 BG4914  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4914
 BG4914                         *CURRENT SURVEY CONTROL
 BG4914  ___________________________________________________________________
 BG4914* NAD 83(1999)-  30 21 13.01071(N)    087 01 22.19393(W)     ADJUSTED  
 BG4914* NAVD 88     -         2.410  (meters)       7.91   (feet)  ADJUSTED  
 BG4914  ___________________________________________________________________
 BG4914  X           -     286,102.118 (meters)                     COMP
 BG4914  Y           -  -5,501,095.726 (meters)                     COMP
 BG4914  Z           -   3,204,248.705 (meters)                     COMP
 BG4914  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BG4914  ELLIP HEIGHT-         -24.86  (meters)          (06/19/01) GPS OBS
 BG4914  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4914  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 BG4914  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BG4914
 BG4914  HORZ ORDER  -  FIRST
 BG4914  VERT ORDER  -  SECOND    CLASS I
 BG4914  ELLP ORDER  -  FOURTH    CLASS I
 BG4914
 BG4914.The horizontal coordinates were established by GPS observations
 BG4914.and adjusted by the National Geodetic Survey in June 2001..
 BG4914
 BG4914.The orthometric height was determined by differential leveling
 BG4914.and adjusted by the National Geodetic Survey in September 1996..
 BG4914
 BG4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4914
 BG4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4914
 BG4914.The ellipsoidal height was determined by GPS observations
 BG4914.and is referenced to NAD 83.
 BG4914
 BG4914.The geoid height was determined by GEOID03.
 BG4914
 BG4914.The dynamic height is computed by dividing the NAVD 88
 BG4914.geopotential number by the normal gravity value computed on the
 BG4914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4914.degrees latitude (g = 980.6199 gals.).
 BG4914
 BG4914.The modeled gravity was interpolated from observed gravity values.
 BG4914
 BG4914;                    North         East     Units Scale Factor Converg.
 BG4914;SPC FL N     -   152,728.532   357,480.010   MT  0.99995370   -1 16 04.0
 BG4914;SPC FL N     -   501,076.86  1,172,832.33   sFT  0.99995370   -1 16 04.0
 BG4914;UTM  16      - 3,357,969.935   497,805.789   MT  0.99960006   -0 00 41.5
 BG4914
 BG4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4914!SPC FL N     -   1.00000390  x   0.99995370  =   0.99995760
 BG4914!UTM  16      -   1.00000390  x   0.99960006  =   0.99960396
 BG4914
 BG4914                          SUPERSEDED SURVEY CONTROL
 BG4914
 BG4914  NAD 83(1990)-  30 21 13.01035(N)    087 01 22.19206(W) AD(       ) 1
 BG4914  ELLIP H (09/29/95)  -24.66   (m)                       GP(       ) 4 1
 BG4914
 BG4914.Superseded values are not recommended for survey control.
 BG4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4914.See file dsdata.txt to determine how the superseded data were derived.
 BG4914
 BG4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9780657970(NAD 83)
 BG4914_MARKER: DD = SURVEY DISK
 BG4914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4914_SP_SET: CONCRETE POST
 BG4914_STAMPING: 48 84 B28
 BG4914_MARK LOGO: FLDNR 
 BG4914_PROJECTION: RECESSED 8 CENTIMETERS
 BG4914_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4914+STABILITY: SURFACE MOTION
 BG4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4914+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1995
 BG4914
 BG4914  HISTORY     - Date     Condition        Report By
 BG4914  HISTORY     - 1984     MONUMENTED       FLDT
 BG4914  HISTORY     - 1986     GOOD             FLDNR
 BG4914  HISTORY     - 19950101 GOOD             BDE
 BG4914  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4914
 BG4914                          STATION DESCRIPTION
 BG4914
 BG4914'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4914'7.2 MI EAST FROM PENSACOLA BEACH.
 BG4914'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4914'PENSACOLA BEACH, GO 7.2 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4914'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45.4 FEET
 BG4914'SOUTH OF THE TOP OF A SAND DUNE AND 6.3 FEET SOUTH OF A METAL WITNESS
 BG4914'POST.
 BG4914
 BG4914                          STATION RECOVERY (1995)
 BG4914
 BG4914'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG4914'THE STATION IS LOCATED 8.0 MI (12.9 KM) EAST OF GULF BREEZE, 10.0 MI
 BG4914'(16.1 KM) WEST OF NAVARRE AND IN THE NORTH RIGHT-OF-WAY OF STATE ROAD
 BG4914'399.
 BG4914' 
 BG4914'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 399
 BG4914'(PENSACOLA BEACH BRIDGE) AND FORT PICKENS ROAD, GO EAST ON STATE ROAD
 BG4914'399, 6.47 MI (10.41 KM) TO A WOOD SIGN ON THE SOUTH SIDE OF STATE ROAD
 BG4914'399 FOR GULF ISLANDS NATIONAL SEASHORE, NEAR THERE WEST BOUNDARY,
 BG4914'CONTINUE EAST ON STATE ROAD 399 (PENSACOLA BEACH BRIDGE) FOR 0.65 MI
 BG4914'(1.05 KM) TO THE STATION ON THE LEFT.
 BG4914' 
 BG4914'THE STATION IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES SURVEY DISK
 BG4914'STAMPED ---48 84 B28--- SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT
 BG4914'IS 6-INCHES BELOW GROUND LEVEL.  IT IS 18 FT (5.5 M) NORTH OF THE
 BG4914'CENTER OF STATE ROAD 399 (PENSACOLA BEACH BRIDGE) AND 6.2 FT (1.9 M)
 BG4914'SOUTH 10 DEGREES EAST OF A CARSONITE WITNESS POST.
 BG4914' 
 BG4914'REFERENCES--
 BG4914' 
 BG4914'IRON ROD AND ---REF.  PT.  LB.  0340--- CAP SET ON A MAGNETIC AZIMUTH
 BG4914'OF 270 DEGREES AT 95.73 FT.
 BG4914' 
 BG4914'(29.18 M) 4-INCH SQUARE CONCRETE MONUMENT, FLORIDA DEPARTMENT OF
 BG4914'TRANSPORTATION ---48 84 B28 REF MK 1--- DISK FOUND ON A MAGNETIC
 BG4914'AZIMUTH OF 40 DEGREES AT 35.20 FT.
 BG4914' 
 BG4914'(10.73 M) 4-INCH SQUARE CONCRETE MONUMENT, FLORIDA DEPARTMENT OF
 BG4914'NATURAL RESOURCES ---R 159 ESCM 1973--- DISK FOUND ON A MAGNETIC
 BG4914'AZIMUTH OF 170 DEGREES AT 124.87 FT.
 BG4914
 BG4914                          STATION RECOVERY (2003)
 BG4914
 BG4914'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4914'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4914'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4914'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4915 ***********************************************************************
 BG4915  DESIGNATION -  48 84 B 29
 BG4915  PID         -  BG4915
 BG4915  STATE/COUNTY-  FL/ESCAMBIA
 BG4915  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4915
 BG4915                         *CURRENT SURVEY CONTROL
 BG4915  ___________________________________________________________________
 BG4915* NAD 83(1986)-  30 21 23.     (N)    087 00 45.     (W)     SCALED    
 BG4915* NAVD 88     -         2.104  (meters)       6.90   (feet)  ADJUSTED  
 BG4915  ___________________________________________________________________
 BG4915  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4915  DYNAMIC HT  -           2.102 (meters)       6.90  (feet)  COMP
 BG4915  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BG4915
 BG4915  VERT ORDER  -  SECOND    CLASS I
 BG4915
 BG4915.The horizontal coordinates were scaled from a topographic map and have
 BG4915.an estimated accuracy of +/- 6 seconds.
 BG4915
 BG4915.The orthometric height was determined by differential leveling
 BG4915.and adjusted by the National Geodetic Survey in September 1996..
 BG4915
 BG4915.The geoid height was determined by GEOID03.
 BG4915
 BG4915.The dynamic height is computed by dividing the NAVD 88
 BG4915.geopotential number by the normal gravity value computed on the
 BG4915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4915.degrees latitude (g = 980.6199 gals.).
 BG4915
 BG4915.The modeled gravity was interpolated from observed gravity values.
 BG4915
 BG4915;                    North         East    Units  Estimated Accuracy
 BG4915;SPC FL N     -   153,010.      358,480.      MT  (+/- 180 meters Scaled)
 BG4915
 BG4915                          SUPERSEDED SURVEY CONTROL
 BG4915
 BG4915.No superseded survey control is available for this station.
 BG4915
 BG4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU987582(NAD 83)
 BG4915_MARKER: DB = BENCH MARK DISK
 BG4915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4915_SP_SET: CONCRETE POST
 BG4915_STAMPING: 48 84 B29
 BG4915_MARK LOGO: FLDNR 
 BG4915_PROJECTION: RECESSED 18 CENTIMETERS
 BG4915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4915+STABILITY: SURFACE MOTION
 BG4915
 BG4915  HISTORY     - Date     Condition        Report By
 BG4915  HISTORY     - 1984     MONUMENTED       FLDT
 BG4915  HISTORY     - 1986     GOOD             FLDNR
 BG4915  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4915
 BG4915                          STATION DESCRIPTION
 BG4915
 BG4915'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4915'7.8 MI EAST FROM PENSACOLA BEACH.
 BG4915'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4915'PENSACOLA BEACH, GO 7.8 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4915'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 138 FEET
 BG4915'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 5.1 FEET SOUTH OF A
 BG4915'METAL WITNESS POST.
 BG4915
 BG4915                          STATION RECOVERY (2003)
 BG4915
 BG4915'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4915'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4915'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4915'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4916 ***********************************************************************
 BG4916  DESIGNATION -  48 84 B 30
 BG4916  PID         -  BG4916
 BG4916  STATE/COUNTY-  FL/ESCAMBIA
 BG4916  USGS QUAD   -  ORIOLE BEACH (1992)
 BG4916
 BG4916                         *CURRENT SURVEY CONTROL
 BG4916  ___________________________________________________________________
 BG4916* NAD 83(1986)-  30 21 26.     (N)    087 00 20.     (W)     SCALED    
 BG4916* NAVD 88     -         2.634  (meters)       8.64   (feet)  ADJUSTED  
 BG4916  ___________________________________________________________________
 BG4916  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4916  DYNAMIC HT  -           2.630 (meters)       8.63  (feet)  COMP
 BG4916  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BG4916
 BG4916  VERT ORDER  -  SECOND    CLASS I
 BG4916
 BG4916.The horizontal coordinates were scaled from a topographic map and have
 BG4916.an estimated accuracy of +/- 6 seconds.
 BG4916
 BG4916.The orthometric height was determined by differential leveling
 BG4916.and adjusted by the National Geodetic Survey in September 1996..
 BG4916
 BG4916.The geoid height was determined by GEOID03.
 BG4916
 BG4916.The dynamic height is computed by dividing the NAVD 88
 BG4916.geopotential number by the normal gravity value computed on the
 BG4916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4916.degrees latitude (g = 980.6199 gals.).
 BG4916
 BG4916.The modeled gravity was interpolated from observed gravity values.
 BG4916
 BG4916;                    North         East    Units  Estimated Accuracy
 BG4916;SPC FL N     -   153,090.      359,150.      MT  (+/- 180 meters Scaled)
 BG4916
 BG4916                          SUPERSEDED SURVEY CONTROL
 BG4916
 BG4916.No superseded survey control is available for this station.
 BG4916
 BG4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU994583(NAD 83)
 BG4916_MARKER: DB = BENCH MARK DISK
 BG4916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4916_SP_SET: CONCRETE POST
 BG4916_STAMPING: 48 84 B30
 BG4916_MARK LOGO: FLDNR 
 BG4916_PROJECTION: RECESSED 15 CENTIMETERS
 BG4916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4916+STABILITY: SURFACE MOTION
 BG4916
 BG4916  HISTORY     - Date     Condition        Report By
 BG4916  HISTORY     - 1984     MONUMENTED       FLDT
 BG4916  HISTORY     - 1986     GOOD             FLDNR
 BG4916  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4916
 BG4916                          STATION DESCRIPTION
 BG4916
 BG4916'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4916'8.3 MI EAST FROM PENSACOLA BEACH.
 BG4916'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4916'PENSACOLA BEACH, GO 8.3 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4916'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 127 FEET
 BG4916'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST AND 5.6 FEET SOUTH OF A
 BG4916'METAL WITNESS POST.
 BG4916
 BG4916                          STATION RECOVERY (2003)
 BG4916
 BG4916'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4916'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4916'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4916'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4917 ***********************************************************************
 BG4917  DESIGNATION -  48 84 B 31
 BG4917  PID         -  BG4917
 BG4917  STATE/COUNTY-  FL/ESCAMBIA
 BG4917  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4917
 BG4917                         *CURRENT SURVEY CONTROL
 BG4917  ___________________________________________________________________
 BG4917* NAD 83(1986)-  30 21 30.     (N)    086 59 49.     (W)     SCALED    
 BG4917* NAVD 88     -         2.638  (meters)       8.65   (feet)  ADJUSTED  
 BG4917  ___________________________________________________________________
 BG4917  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4917  DYNAMIC HT  -           2.634 (meters)       8.64  (feet)  COMP
 BG4917  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BG4917
 BG4917  VERT ORDER  -  SECOND    CLASS I
 BG4917
 BG4917.The horizontal coordinates were scaled from a topographic map and have
 BG4917.an estimated accuracy of +/- 6 seconds.
 BG4917
 BG4917.The orthometric height was determined by differential leveling
 BG4917.and adjusted by the National Geodetic Survey in September 1996..
 BG4917
 BG4917.The geoid height was determined by GEOID03.
 BG4917
 BG4917.The dynamic height is computed by dividing the NAVD 88
 BG4917.geopotential number by the normal gravity value computed on the
 BG4917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4917.degrees latitude (g = 980.6199 gals.).
 BG4917
 BG4917.The modeled gravity was interpolated from observed gravity values.
 BG4917
 BG4917;                    North         East    Units  Estimated Accuracy
 BG4917;SPC FL N     -   153,200.      359,980.      MT  (+/- 180 meters Scaled)
 BG4917
 BG4917                          SUPERSEDED SURVEY CONTROL
 BG4917
 BG4917.No superseded survey control is available for this station.
 BG4917
 BG4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU002584(NAD 83)
 BG4917_MARKER: DB = BENCH MARK DISK
 BG4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4917_SP_SET: CONCRETE POST
 BG4917_STAMPING: 48 84 B31
 BG4917_MARK LOGO: FLDNR 
 BG4917_PROJECTION: RECESSED 13 CENTIMETERS
 BG4917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4917+STABILITY: SURFACE MOTION
 BG4917
 BG4917  HISTORY     - Date     Condition        Report By
 BG4917  HISTORY     - 1984     MONUMENTED       FLDT
 BG4917  HISTORY     - 1986     GOOD             FLDNR
 BG4917  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4917
 BG4917                          STATION DESCRIPTION
 BG4917
 BG4917'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4917'8.9 MI EAST FROM PENSACOLA BEACH.
 BG4917'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4917'PENSACOLA BEACH, GO 8.9 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4917'THE MARK BEARS 17.9 FEET NORTH OF THE CENTERLINE OF THE ROAD, 67 FEET
 BG4917'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST AND 6.6 FEET SOUTH OF A
 BG4917'METAL WITNESS POST.
 BG4917
 BG4917                          STATION RECOVERY (2003)
 BG4917
 BG4917'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4917'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4917'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4917'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4918 ***********************************************************************
 BG4918  DESIGNATION -  48 84 B 32
 BG4918  PID         -  BG4918
 BG4918  STATE/COUNTY-  FL/ESCAMBIA
 BG4918  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4918
 BG4918                         *CURRENT SURVEY CONTROL
 BG4918  ___________________________________________________________________
 BG4918* NAD 83(1986)-  30 21 34.     (N)    086 59 15.     (W)     SCALED    
 BG4918* NAVD 88     -         2.619  (meters)       8.59   (feet)  ADJUSTED  
 BG4918  ___________________________________________________________________
 BG4918  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4918  DYNAMIC HT  -           2.615 (meters)       8.58  (feet)  COMP
 BG4918  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BG4918
 BG4918  VERT ORDER  -  SECOND    CLASS I
 BG4918
 BG4918.The horizontal coordinates were scaled from a topographic map and have
 BG4918.an estimated accuracy of +/- 6 seconds.
 BG4918
 BG4918.The orthometric height was determined by differential leveling
 BG4918.and adjusted by the National Geodetic Survey in September 1996..
 BG4918
 BG4918.The geoid height was determined by GEOID03.
 BG4918
 BG4918.The dynamic height is computed by dividing the NAVD 88
 BG4918.geopotential number by the normal gravity value computed on the
 BG4918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4918.degrees latitude (g = 980.6199 gals.).
 BG4918
 BG4918.The modeled gravity was interpolated from observed gravity values.
 BG4918
 BG4918;                    North         East    Units  Estimated Accuracy
 BG4918;SPC FL N     -   153,300.      360,890.      MT  (+/- 180 meters Scaled)
 BG4918
 BG4918                          SUPERSEDED SURVEY CONTROL
 BG4918
 BG4918.No superseded survey control is available for this station.
 BG4918
 BG4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU012586(NAD 83)
 BG4918_MARKER: DB = BENCH MARK DISK
 BG4918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4918_SP_SET: CONCRETE POST
 BG4918_STAMPING: 48 84 B32
 BG4918_MARK LOGO: FLDNR 
 BG4918_PROJECTION: RECESSED 20 CENTIMETERS
 BG4918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4918+STABILITY: SURFACE MOTION
 BG4918
 BG4918  HISTORY     - Date     Condition        Report By
 BG4918  HISTORY     - 1984     MONUMENTED       FLDT
 BG4918  HISTORY     - 1986     GOOD             FLDNR
 BG4918  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4918
 BG4918                          STATION DESCRIPTION
 BG4918
 BG4918'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4918'9.45 MI EAST FROM PENSACOLA BEACH.
 BG4918'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4918'PENSACOLA BEACH, GO 9.45 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4918'THE MARK BEARS 18.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 57 FEET
 BG4918'SOUTH OF TELEPHONE POLE 10, 119.5 FEET NORTHEAST OF A CONCRETE
 BG4918'RIGHT-OF-WAY POST AND 6.3 FEET SOUTH OF A METAL WITNESS POST.
 BG4918
 BG4918                          STATION RECOVERY (2003)
 BG4918
 BG4918'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4918'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4918'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4918'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4919 ***********************************************************************
 BG4919  DESIGNATION -  48 84 B 33
 BG4919  PID         -  BG4919
 BG4919  STATE/COUNTY-  FL/ESCAMBIA
 BG4919  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4919
 BG4919                         *CURRENT SURVEY CONTROL
 BG4919  ___________________________________________________________________
 BG4919* NAD 83(1986)-  30 21 37.     (N)    086 58 39.     (W)     SCALED    
 BG4919* NAVD 88     -         4.104  (meters)      13.46   (feet)  ADJUSTED  
 BG4919  ___________________________________________________________________
 BG4919  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4919  DYNAMIC HT  -           4.099 (meters)      13.45  (feet)  COMP
 BG4919  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BG4919
 BG4919  VERT ORDER  -  SECOND    CLASS I
 BG4919
 BG4919.The horizontal coordinates were scaled from a topographic map and have
 BG4919.an estimated accuracy of +/- 6 seconds.
 BG4919
 BG4919.The orthometric height was determined by differential leveling
 BG4919.and adjusted by the National Geodetic Survey in September 1996..
 BG4919
 BG4919.The geoid height was determined by GEOID03.
 BG4919
 BG4919.The dynamic height is computed by dividing the NAVD 88
 BG4919.geopotential number by the normal gravity value computed on the
 BG4919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4919.degrees latitude (g = 980.6199 gals.).
 BG4919
 BG4919.The modeled gravity was interpolated from observed gravity values.
 BG4919
 BG4919;                    North         East    Units  Estimated Accuracy
 BG4919;SPC FL N     -   153,370.      361,850.      MT  (+/- 180 meters Scaled)
 BG4919
 BG4919                          SUPERSEDED SURVEY CONTROL
 BG4919
 BG4919.No superseded survey control is available for this station.
 BG4919
 BG4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU021587(NAD 83)
 BG4919_MARKER: DB = BENCH MARK DISK
 BG4919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4919_SP_SET: CONCRETE POST
 BG4919_STAMPING: 48 84 B33
 BG4919_MARK LOGO: FLDNR 
 BG4919_PROJECTION: RECESSED 15 CENTIMETERS
 BG4919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4919+STABILITY: SURFACE MOTION
 BG4919
 BG4919  HISTORY     - Date     Condition        Report By
 BG4919  HISTORY     - 1984     MONUMENTED       FLDT
 BG4919  HISTORY     - 1986     GOOD             FLDNR
 BG4919
 BG4919                          STATION DESCRIPTION
 BG4919
 BG4919'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4919'10.0 MI EAST FROM PENSACOLA BEACH.
 BG4919'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4919'PENSACOLA BEACH, GO 10.0 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4919'THE MARK BEARS 48 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BG4919'61.7 FEET EAST OF A GUY POLE, 81.5 FEET WEST-SOUTHWEST OF A CONCRETE
 BG4919'RIGHT-OF-WAY POST AND 2.7 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4920 ***********************************************************************
 BG4920  DESIGNATION -  48 84 B 34
 BG4920  PID         -  BG4920
 BG4920  STATE/COUNTY-  FL/ESCAMBIA
 BG4920  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4920
 BG4920                         *CURRENT SURVEY CONTROL
 BG4920  ___________________________________________________________________
 BG4920* NAD 83(1986)-  30 21 45.     (N)    086 58 01.     (W)     SCALED    
 BG4920* NAVD 88     -         3.660  (meters)      12.01   (feet)  ADJUSTED  
 BG4920  ___________________________________________________________________
 BG4920  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4920  DYNAMIC HT  -           3.656 (meters)      11.99  (feet)  COMP
 BG4920  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BG4920
 BG4920  VERT ORDER  -  SECOND    CLASS I
 BG4920
 BG4920.The horizontal coordinates were scaled from a topographic map and have
 BG4920.an estimated accuracy of +/- 6 seconds.
 BG4920
 BG4920.The orthometric height was determined by differential leveling
 BG4920.and adjusted by the National Geodetic Survey in September 1996..
 BG4920
 BG4920.The geoid height was determined by GEOID03.
 BG4920
 BG4920.The dynamic height is computed by dividing the NAVD 88
 BG4920.geopotential number by the normal gravity value computed on the
 BG4920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4920.degrees latitude (g = 980.6199 gals.).
 BG4920
 BG4920.The modeled gravity was interpolated from observed gravity values.
 BG4920
 BG4920;                    North         East    Units  Estimated Accuracy
 BG4920;SPC FL N     -   153,600.      362,870.      MT  (+/- 180 meters Scaled)
 BG4920
 BG4920                          SUPERSEDED SURVEY CONTROL
 BG4920
 BG4920.No superseded survey control is available for this station.
 BG4920
 BG4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU031589(NAD 83)
 BG4920_MARKER: DB = BENCH MARK DISK
 BG4920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4920_SP_SET: CONCRETE POST
 BG4920_STAMPING: 48 84 B34
 BG4920_MARK LOGO: FLDNR 
 BG4920_PROJECTION: RECESSED 30 CENTIMETERS
 BG4920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4920+STABILITY: SURFACE MOTION
 BG4920
 BG4920  HISTORY     - Date     Condition        Report By
 BG4920  HISTORY     - 1984     MONUMENTED       FLDT
 BG4920  HISTORY     - 1986     GOOD             FLDNR
 BG4920  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4920
 BG4920                          STATION DESCRIPTION
 BG4920
 BG4920'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4920'10.55 MI EAST FROM PENSACOLA BEACH.
 BG4920'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4920'PENSACOLA BEACH, GO 10.55 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4920'THE MARK BEARS 143 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 154 FEET
 BG4920'SOUTH-SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY TO A PARKING AREA,
 BG4920'121 FEET SOUTH-SOUTHWEST OF A METAL LIGHT POST FOR A CAUTION SIGNAL
 BG4920'AND 3.3 FEET NORTH OF A METAL WITNESS POST.
 BG4920
 BG4920                          STATION RECOVERY (2003)
 BG4920
 BG4920'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4920'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4920'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4920'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4921 ***********************************************************************
 BG4921  DESIGNATION -  48 84 B 35
 BG4921  PID         -  BG4921
 BG4921  STATE/COUNTY-  FL/ESCAMBIA
 BG4921  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4921
 BG4921                         *CURRENT SURVEY CONTROL
 BG4921  ___________________________________________________________________
 BG4921* NAD 83(1986)-  30 21 54.     (N)    086 57 28.     (W)     SCALED    
 BG4921* NAVD 88     -         1.929  (meters)       6.33   (feet)  ADJUSTED  
 BG4921  ___________________________________________________________________
 BG4921  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4921  DYNAMIC HT  -           1.927 (meters)       6.32  (feet)  COMP
 BG4921  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BG4921
 BG4921  VERT ORDER  -  SECOND    CLASS I
 BG4921
 BG4921.The horizontal coordinates were scaled from a topographic map and have
 BG4921.an estimated accuracy of +/- 6 seconds.
 BG4921
 BG4921.The orthometric height was determined by differential leveling
 BG4921.and adjusted by the National Geodetic Survey in September 1996..
 BG4921
 BG4921.The geoid height was determined by GEOID03.
 BG4921
 BG4921.The dynamic height is computed by dividing the NAVD 88
 BG4921.geopotential number by the normal gravity value computed on the
 BG4921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4921.degrees latitude (g = 980.6199 gals.).
 BG4921
 BG4921.The modeled gravity was interpolated from observed gravity values.
 BG4921
 BG4921;                    North         East    Units  Estimated Accuracy
 BG4921;SPC FL N     -   153,850.      363,760.      MT  (+/- 180 meters Scaled)
 BG4921
 BG4921                          SUPERSEDED SURVEY CONTROL
 BG4921
 BG4921.No superseded survey control is available for this station.
 BG4921
 BG4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU040592(NAD 83)
 BG4921_MARKER: DB = BENCH MARK DISK
 BG4921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4921_SP_SET: CONCRETE POST
 BG4921_STAMPING: 48 84 B35
 BG4921_MARK LOGO: FLDNR 
 BG4921_PROJECTION: RECESSED 20 CENTIMETERS
 BG4921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4921+STABILITY: SURFACE MOTION
 BG4921
 BG4921  HISTORY     - Date     Condition        Report By
 BG4921  HISTORY     - 1984     MONUMENTED       FLDT
 BG4921  HISTORY     - 1986     GOOD             FLDNR
 BG4921  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4921
 BG4921                          STATION DESCRIPTION
 BG4921
 BG4921'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4921'11.25 MI EAST FROM PENSACOLA BEACH.
 BG4921'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4921'PENSACOLA BEACH, GO 11.25 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4921'THE MARK BEARS 17 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BG4921'88 FEET SOUTH OF A UTILITY POLE, 3.1 FEET SOUTH OF A WOOD SIGN POST
 BG4921'(SPEED LIMIT 35) AND 3.5 FEET SOUTH OF A METAL WITNESS POST.
 BG4921
 BG4921                          STATION RECOVERY (2003)
 BG4921
 BG4921'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4921'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4921'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4921'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4922 ***********************************************************************
 BG4922  DESIGNATION -  48 84 B 36
 BG4922  PID         -  BG4922
 BG4922  STATE/COUNTY-  FL/ESCAMBIA
 BG4922  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4922
 BG4922                         *CURRENT SURVEY CONTROL
 BG4922  ___________________________________________________________________
 BG4922* NAD 83(1986)-  30 22 00.     (N)    086 56 51.     (W)     SCALED    
 BG4922* NAVD 88     -         2.541  (meters)       8.34   (feet)  ADJUSTED  
 BG4922  ___________________________________________________________________
 BG4922  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4922  DYNAMIC HT  -           2.538 (meters)       8.33  (feet)  COMP
 BG4922  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BG4922
 BG4922  VERT ORDER  -  SECOND    CLASS I
 BG4922
 BG4922.The horizontal coordinates were scaled from a topographic map and have
 BG4922.an estimated accuracy of +/- 6 seconds.
 BG4922
 BG4922.The orthometric height was determined by differential leveling
 BG4922.and adjusted by the National Geodetic Survey in September 1996..
 BG4922
 BG4922.The geoid height was determined by GEOID03.
 BG4922
 BG4922.The dynamic height is computed by dividing the NAVD 88
 BG4922.geopotential number by the normal gravity value computed on the
 BG4922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4922.degrees latitude (g = 980.6199 gals.).
 BG4922
 BG4922.The modeled gravity was interpolated from observed gravity values.
 BG4922
 BG4922;                    North         East    Units  Estimated Accuracy
 BG4922;SPC FL N     -   154,020.      364,750.      MT  (+/- 180 meters Scaled)
 BG4922
 BG4922                          SUPERSEDED SURVEY CONTROL
 BG4922
 BG4922.No superseded survey control is available for this station.
 BG4922
 BG4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU050594(NAD 83)
 BG4922_MARKER: DB = BENCH MARK DISK
 BG4922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4922_SP_SET: CONCRETE POST
 BG4922_STAMPING: 48 84 B36
 BG4922_MARK LOGO: FLDNR 
 BG4922_PROJECTION: RECESSED 18 CENTIMETERS
 BG4922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4922+STABILITY: SURFACE MOTION
 BG4922
 BG4922  HISTORY     - Date     Condition        Report By
 BG4922  HISTORY     - 1984     MONUMENTED       FLDT
 BG4922  HISTORY     - 1986     GOOD             FLDNR
 BG4922  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4922
 BG4922                          STATION DESCRIPTION
 BG4922
 BG4922'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4922'11.85 MI EAST FROM PENSACOLA BEACH.
 BG4922'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4922'PENSACOLA BEACH, GO 11.85 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4922'THE MARK BEARS 17.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 57.2
 BG4922'FEET SOUTH OF A TELEPHONE POLE, 217 FEET EAST-SOUTHEAST OF A CONCRETE
 BG4922'RIGHT-OF-WAY POST AND 4.9 FEET SOUTH OF A METAL WITNESS POST.
 BG4922
 BG4922                          STATION RECOVERY (2003)
 BG4922
 BG4922'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4922'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4922'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4922'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4923 ***********************************************************************
 BG4923  DESIGNATION -  48 84 B 37
 BG4923  PID         -  BG4923
 BG4923  STATE/COUNTY-  FL/ESCAMBIA
 BG4923  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4923
 BG4923                         *CURRENT SURVEY CONTROL
 BG4923  ___________________________________________________________________
 BG4923* NAD 83(1986)-  30 22 06.     (N)    086 56 18.     (W)     SCALED    
 BG4923* NAVD 88     -         2.830  (meters)       9.28   (feet)  ADJUSTED  
 BG4923  ___________________________________________________________________
 BG4923  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4923  DYNAMIC HT  -           2.827 (meters)       9.27  (feet)  COMP
 BG4923  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BG4923
 BG4923  VERT ORDER  -  SECOND    CLASS I
 BG4923
 BG4923.The horizontal coordinates were scaled from a topographic map and have
 BG4923.an estimated accuracy of +/- 6 seconds.
 BG4923
 BG4923.The orthometric height was determined by differential leveling
 BG4923.and adjusted by the National Geodetic Survey in September 1996..
 BG4923
 BG4923.The geoid height was determined by GEOID03.
 BG4923
 BG4923.The dynamic height is computed by dividing the NAVD 88
 BG4923.geopotential number by the normal gravity value computed on the
 BG4923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4923.degrees latitude (g = 980.6199 gals.).
 BG4923
 BG4923.The modeled gravity was interpolated from observed gravity values.
 BG4923
 BG4923;                    North         East    Units  Estimated Accuracy
 BG4923;SPC FL N     -   154,180.      365,640.      MT  (+/- 180 meters Scaled)
 BG4923
 BG4923                          SUPERSEDED SURVEY CONTROL
 BG4923
 BG4923.No superseded survey control is available for this station.
 BG4923
 BG4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU059596(NAD 83)
 BG4923_MARKER: DB = BENCH MARK DISK
 BG4923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4923_SP_SET: CONCRETE POST
 BG4923_STAMPING: 48 84 B37
 BG4923_MARK LOGO: FLDNR 
 BG4923_PROJECTION: RECESSED 18 CENTIMETERS
 BG4923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4923+STABILITY: SURFACE MOTION
 BG4923
 BG4923  HISTORY     - Date     Condition        Report By
 BG4923  HISTORY     - 1984     MONUMENTED       FLDT
 BG4923  HISTORY     - 1986     GOOD             FLDNR
 BG4923
 BG4923                          STATION DESCRIPTION
 BG4923
 BG4923'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4923'12.4 MI EAST FROM PENSACOLA BEACH.
 BG4923'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4923'PENSACOLA BEACH,GO 12.4 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4923'THE MARK BEARS 17.8 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 BG4923'ROAD, 57.4 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 127.2 FEET
 BG4923'SOUTHWEST OF CONCRETE RIGHT-OF-WAY POST AND 5.2 FEET SOUTH-SOUTHEAST
 BG4923'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4924 ***********************************************************************
 BG4924  DESIGNATION -  48 84 B 38
 BG4924  PID         -  BG4924
 BG4924  STATE/COUNTY-  FL/ESCAMBIA
 BG4924  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4924
 BG4924                         *CURRENT SURVEY CONTROL
 BG4924  ___________________________________________________________________
 BG4924* NAD 83(1986)-  30 22 14.     (N)    086 55 40.     (W)     SCALED    
 BG4924* NAVD 88     -         2.717  (meters)       8.91   (feet)  ADJUSTED  
 BG4924  ___________________________________________________________________
 BG4924  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4924  DYNAMIC HT  -           2.714 (meters)       8.90  (feet)  COMP
 BG4924  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BG4924
 BG4924  VERT ORDER  -  SECOND    CLASS I
 BG4924
 BG4924.The horizontal coordinates were scaled from a topographic map and have
 BG4924.an estimated accuracy of +/- 6 seconds.
 BG4924
 BG4924.The orthometric height was determined by differential leveling
 BG4924.and adjusted by the National Geodetic Survey in September 1996..
 BG4924
 BG4924.The geoid height was determined by GEOID03.
 BG4924
 BG4924.The dynamic height is computed by dividing the NAVD 88
 BG4924.geopotential number by the normal gravity value computed on the
 BG4924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4924.degrees latitude (g = 980.6199 gals.).
 BG4924
 BG4924.The modeled gravity was interpolated from observed gravity values.
 BG4924
 BG4924;                    North         East    Units  Estimated Accuracy
 BG4924;SPC FL N     -   154,410.      366,660.      MT  (+/- 180 meters Scaled)
 BG4924
 BG4924                          SUPERSEDED SURVEY CONTROL
 BG4924
 BG4924.No superseded survey control is available for this station.
 BG4924
 BG4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU069598(NAD 83)
 BG4924_MARKER: DB = BENCH MARK DISK
 BG4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4924_SP_SET: CONCRETE POST
 BG4924_STAMPING: 48 84 B38
 BG4924_MARK LOGO: FLDNR 
 BG4924_PROJECTION: RECESSED 20 CENTIMETERS
 BG4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4924+STABILITY: SURFACE MOTION
 BG4924
 BG4924  HISTORY     - Date     Condition        Report By
 BG4924  HISTORY     - 1984     MONUMENTED       FLDT
 BG4924  HISTORY     - 1986     GOOD             FLDNR
 BG4924
 BG4924                          STATION DESCRIPTION
 BG4924
 BG4924'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4924'13.0 MI EAST FROM PENSACOLA BEACH.
 BG4924'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4924'PENSACOLA BEACH, GO 13.0 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4924'THE MARK BEARS 17.3 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 BG4924'ROAD, 59.2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 217.4 FEET WEST-
 BG4924'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 7.1 FEET
 BG4924'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4925 ***********************************************************************
 BG4925  DESIGNATION -  48 84 B 39
 BG4925  PID         -  BG4925
 BG4925  STATE/COUNTY-  FL/ESCAMBIA
 BG4925  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4925
 BG4925                         *CURRENT SURVEY CONTROL
 BG4925  ___________________________________________________________________
 BG4925* NAD 83(1986)-  30 22 20.     (N)    086 55 10.     (W)     SCALED    
 BG4925* NAVD 88     -         1.914  (meters)       6.28   (feet)  ADJUSTED  
 BG4925  ___________________________________________________________________
 BG4925  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4925  DYNAMIC HT  -           1.911 (meters)       6.27  (feet)  COMP
 BG4925  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BG4925
 BG4925  VERT ORDER  -  SECOND    CLASS I
 BG4925
 BG4925.The horizontal coordinates were scaled from a topographic map and have
 BG4925.an estimated accuracy of +/- 6 seconds.
 BG4925
 BG4925.The orthometric height was determined by differential leveling
 BG4925.and adjusted by the National Geodetic Survey in September 1996..
 BG4925
 BG4925.The geoid height was determined by GEOID03.
 BG4925
 BG4925.The dynamic height is computed by dividing the NAVD 88
 BG4925.geopotential number by the normal gravity value computed on the
 BG4925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4925.degrees latitude (g = 980.6199 gals.).
 BG4925
 BG4925.The modeled gravity was interpolated from observed gravity values.
 BG4925
 BG4925;                    North         East    Units  Estimated Accuracy
 BG4925;SPC FL N     -   154,580.      367,460.      MT  (+/- 180 meters Scaled)
 BG4925
 BG4925                          SUPERSEDED SURVEY CONTROL
 BG4925
 BG4925.No superseded survey control is available for this station.
 BG4925
 BG4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU077600(NAD 83)
 BG4925_MARKER: DB = BENCH MARK DISK
 BG4925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4925_SP_SET: CONCRETE POST
 BG4925_STAMPING: 48 84 B39
 BG4925_MARK LOGO: FLDNR 
 BG4925_PROJECTION: RECESSED 20 CENTIMETERS
 BG4925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4925+STABILITY: SURFACE MOTION
 BG4925
 BG4925  HISTORY     - Date     Condition        Report By
 BG4925  HISTORY     - 1984     MONUMENTED       FLDT
 BG4925  HISTORY     - 1986     GOOD             FLDNR
 BG4925
 BG4925                          STATION DESCRIPTION
 BG4925
 BG4925'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4925'13.55 MI EAST FROM PENSACOLA BEACH.
 BG4925'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4925'PENSACOLA BEACH, GO 13.55 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4925'THE MARK BEARS 18 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BG4925'115.2 FEET EAST OF A SIGN POST (VEHICLES ON DESIGNATED ROADS ONLY),
 BG4925'84.4 FEET WEST-SOUTHWEST OF A SIGN POST (SPEED LIMIT 50), 59 FEET
 BG4925'SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 8.5 FEET SOUTH-SOUTHEAST OF A
 BG4925'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4926 ***********************************************************************
 BG4926  DESIGNATION -  48 84 B 40
 BG4926  PID         -  BG4926
 BG4926  STATE/COUNTY-  FL/ESCAMBIA
 BG4926  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4926
 BG4926                         *CURRENT SURVEY CONTROL
 BG4926  ___________________________________________________________________
 BG4926* NAD 83(1986)-  30 22 24.     (N)    086 54 35.     (W)     SCALED    
 BG4926* NAVD 88     -         2.072  (meters)       6.80   (feet)  ADJUSTED  
 BG4926  ___________________________________________________________________
 BG4926  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4926  DYNAMIC HT  -           2.070 (meters)       6.79  (feet)  COMP
 BG4926  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BG4926
 BG4926  VERT ORDER  -  SECOND    CLASS I
 BG4926
 BG4926.The horizontal coordinates were scaled from a topographic map and have
 BG4926.an estimated accuracy of +/- 6 seconds.
 BG4926
 BG4926.The orthometric height was determined by differential leveling
 BG4926.and adjusted by the National Geodetic Survey in September 1996..
 BG4926
 BG4926.The geoid height was determined by GEOID03.
 BG4926
 BG4926.The dynamic height is computed by dividing the NAVD 88
 BG4926.geopotential number by the normal gravity value computed on the
 BG4926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4926.degrees latitude (g = 980.6199 gals.).
 BG4926
 BG4926.The modeled gravity was interpolated from observed gravity values.
 BG4926
 BG4926;                    North         East    Units  Estimated Accuracy
 BG4926;SPC FL N     -   154,680.      368,400.      MT  (+/- 180 meters Scaled)
 BG4926
 BG4926                          SUPERSEDED SURVEY CONTROL
 BG4926
 BG4926.No superseded survey control is available for this station.
 BG4926
 BG4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU086601(NAD 83)
 BG4926_MARKER: DB = BENCH MARK DISK
 BG4926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4926_SP_SET: CONCRETE POST
 BG4926_STAMPING: 48 84 B40
 BG4926_MARK LOGO: FLDNR 
 BG4926_PROJECTION: RECESSED 18 CENTIMETERS
 BG4926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4926+STABILITY: SURFACE MOTION
 BG4926
 BG4926  HISTORY     - Date     Condition        Report By
 BG4926  HISTORY     - 1984     MONUMENTED       FLDT
 BG4926  HISTORY     - 1986     GOOD             FLDNR
 BG4926
 BG4926                          STATION DESCRIPTION
 BG4926
 BG4926'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4926'14.1 MI EAST FROM PENSACOLA BEACH.
 BG4926'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4926'PENSACOLA BEACH, GO 14.1 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4926'THE MARK BEARS 16.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 43.6
 BG4926'FEET WEST-NORTHWEST OF A TELEPHONE POLE, 20.5 FEET EAST OF THE
 BG4926'CENTERLINE OF THE DRIVEWAY TO HOUSE 7479 AND 7.9 FEET NORTH OF A
 BG4926'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4927 ***********************************************************************
 BG4927  DESIGNATION -  48 84 B 41
 BG4927  PID         -  BG4927
 BG4927  STATE/COUNTY-  FL/ESCAMBIA
 BG4927  USGS QUAD   -  SOUTH OF HOLLEY (1992)
 BG4927
 BG4927                         *CURRENT SURVEY CONTROL
 BG4927  ___________________________________________________________________
 BG4927* NAD 83(1986)-  30 22 29.     (N)    086 53 59.     (W)     SCALED    
 BG4927* NAVD 88     -         2.133  (meters)       7.00   (feet)  ADJUSTED  
 BG4927  ___________________________________________________________________
 BG4927  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4927  DYNAMIC HT  -           2.131 (meters)       6.99  (feet)  COMP
 BG4927  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BG4927
 BG4927  VERT ORDER  -  SECOND    CLASS I
 BG4927
 BG4927.The horizontal coordinates were scaled from a topographic map and have
 BG4927.an estimated accuracy of +/- 6 seconds.
 BG4927
 BG4927.The orthometric height was determined by differential leveling
 BG4927.and adjusted by the National Geodetic Survey in September 1996..
 BG4927
 BG4927.The geoid height was determined by GEOID03.
 BG4927
 BG4927.The dynamic height is computed by dividing the NAVD 88
 BG4927.geopotential number by the normal gravity value computed on the
 BG4927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4927.degrees latitude (g = 980.6199 gals.).
 BG4927
 BG4927.The modeled gravity was interpolated from observed gravity values.
 BG4927
 BG4927;                    North         East    Units  Estimated Accuracy
 BG4927;SPC FL N     -   154,810.      369,360.      MT  (+/- 180 meters Scaled)
 BG4927
 BG4927                          SUPERSEDED SURVEY CONTROL
 BG4927
 BG4927.No superseded survey control is available for this station.
 BG4927
 BG4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU096603(NAD 83)
 BG4927_MARKER: DB = BENCH MARK DISK
 BG4927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4927_SP_SET: CONCRETE POST
 BG4927_STAMPING: 48 84 B41
 BG4927_MARK LOGO: FLDNR 
 BG4927_PROJECTION: RECESSED 13 CENTIMETERS
 BG4927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4927+STABILITY: SURFACE MOTION
 BG4927
 BG4927  HISTORY     - Date     Condition        Report By
 BG4927  HISTORY     - 1984     MONUMENTED       FLDT
 BG4927  HISTORY     - 1986     GOOD             FLDNR
 BG4927
 BG4927                          STATION DESCRIPTION
 BG4927
 BG4927'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4927'14.7 MI EAST FROM PENSACOLA BEACH.
 BG4927'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4927'PENSACOLA BEACH, GO 14.7 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4927'THE MARK BEARS 16.7 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 36.8
 BG4927'FEET NORTH OF THE NORTH EDGE OF A PARKING AREA, 34.5 FEET EAST OF THE
 BG4927'CENTERLINE OF A DRIVEWAY, 33.7 FEET WEST-NORTHWEST OF A FIRE HYDRANT
 BG4927'AND 4.9 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4928 ***********************************************************************
 BG4928  DESIGNATION -  48 84 B 42
 BG4928  PID         -  BG4928
 BG4928  STATE/COUNTY-  FL/ESCAMBIA
 BG4928  USGS QUAD   -  HOLLEY (1992)
 BG4928
 BG4928                         *CURRENT SURVEY CONTROL
 BG4928  ___________________________________________________________________
 BG4928* NAD 83(1986)-  30 22 34.     (N)    086 53 33.     (W)     SCALED    
 BG4928* NAVD 88     -         2.015  (meters)       6.61   (feet)  ADJUSTED  
 BG4928  ___________________________________________________________________
 BG4928  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4928  DYNAMIC HT  -           2.012 (meters)       6.60  (feet)  COMP
 BG4928  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BG4928
 BG4928  VERT ORDER  -  SECOND    CLASS I
 BG4928
 BG4928.The horizontal coordinates were scaled from a topographic map and have
 BG4928.an estimated accuracy of +/- 6 seconds.
 BG4928
 BG4928.The orthometric height was determined by differential leveling
 BG4928.and adjusted by the National Geodetic Survey in September 1996..
 BG4928
 BG4928.The geoid height was determined by GEOID03.
 BG4928
 BG4928.The dynamic height is computed by dividing the NAVD 88
 BG4928.geopotential number by the normal gravity value computed on the
 BG4928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4928.degrees latitude (g = 980.6199 gals.).
 BG4928
 BG4928.The modeled gravity was interpolated from observed gravity values.
 BG4928
 BG4928;                    North         East    Units  Estimated Accuracy
 BG4928;SPC FL N     -   154,950.      370,060.      MT  (+/- 180 meters Scaled)
 BG4928
 BG4928                          SUPERSEDED SURVEY CONTROL
 BG4928
 BG4928.No superseded survey control is available for this station.
 BG4928
 BG4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU103604(NAD 83)
 BG4928_MARKER: DB = BENCH MARK DISK
 BG4928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4928_SP_SET: CONCRETE POST
 BG4928_STAMPING: 48 84 B42
 BG4928_MARK LOGO: FLDNR 
 BG4928_PROJECTION: RECESSED 15 CENTIMETERS
 BG4928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4928+STABILITY: SURFACE MOTION
 BG4928
 BG4928  HISTORY     - Date     Condition        Report By
 BG4928  HISTORY     - 1984     MONUMENTED       FLDT
 BG4928  HISTORY     - 1986     GOOD             FLDNR
 BG4928
 BG4928                          STATION DESCRIPTION
 BG4928
 BG4928'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4928'15.25 MI EAST FROM PENSACOLA BEACH.
 BG4928'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4928'PENSACOLA BEACH, GO 15.25 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4928'THE MARK BEARS 17.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 59.7
 BG4928'FEET NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO APARTMENT
 BG4928'BUILDING 7993, 52 FEET NORTH OF THE NORTHEAST CORNER OF THE PARKING
 BG4928'AREA AND 6.3 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4929 ***********************************************************************
 BG4929  DESIGNATION -  48 84 B 43
 BG4929  PID         -  BG4929
 BG4929  STATE/COUNTY-  FL/ESCAMBIA
 BG4929  USGS QUAD   -  HOLLEY (1992)
 BG4929
 BG4929                         *CURRENT SURVEY CONTROL
 BG4929  ___________________________________________________________________
 BG4929* NAD 83(1986)-  30 22 39.     (N)    086 52 52.     (W)     SCALED    
 BG4929* NAVD 88     -         2.784  (meters)       9.13   (feet)  ADJUSTED  
 BG4929  ___________________________________________________________________
 BG4929  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG4929  DYNAMIC HT  -           2.781 (meters)       9.12  (feet)  COMP
 BG4929  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 BG4929
 BG4929  VERT ORDER  -  SECOND    CLASS I
 BG4929
 BG4929.The horizontal coordinates were scaled from a topographic map and have
 BG4929.an estimated accuracy of +/- 6 seconds.
 BG4929
 BG4929.The orthometric height was determined by differential leveling
 BG4929.and adjusted by the National Geodetic Survey in September 1996..
 BG4929
 BG4929.The geoid height was determined by GEOID03.
 BG4929
 BG4929.The dynamic height is computed by dividing the NAVD 88
 BG4929.geopotential number by the normal gravity value computed on the
 BG4929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4929.degrees latitude (g = 980.6199 gals.).
 BG4929
 BG4929.The modeled gravity was interpolated from observed gravity values.
 BG4929
 BG4929;                    North         East    Units  Estimated Accuracy
 BG4929;SPC FL N     -   155,080.      371,160.      MT  (+/- 180 meters Scaled)
 BG4929
 BG4929                          SUPERSEDED SURVEY CONTROL
 BG4929
 BG4929.No superseded survey control is available for this station.
 BG4929
 BG4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU114606(NAD 83)
 BG4929_MARKER: DB = BENCH MARK DISK
 BG4929_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4929_SP_SET: C0NCRETE DRIVEWAY
 BG4929_STAMPING: 48 84 B43
 BG4929_MARK LOGO: FLDNR 
 BG4929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4929
 BG4929  HISTORY     - Date     Condition        Report By
 BG4929  HISTORY     - 1984     MONUMENTED       FLDT
 BG4929  HISTORY     - 1986     GOOD             FLDNR
 BG4929
 BG4929                          STATION DESCRIPTION
 BG4929
 BG4929'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4929'15.95 MI EAST FROM PENSACOLA BEACH.
 BG4929'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4929'PENSACOLA BEACH, GO 15.95 MILES EAST ON SATE ROAD 399 TO THE MARK.
 BG4929'THE MARK BEARS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 47.8 FEET
 BG4929'EAST-NORTHEAST OF A TELEPHONE POLE, 18.6 FEET NORTHWEST OF THE WEST
 BG4929'END OF A CONCRETE WALL BETWEEN TWO DRIVEWAYS AND 4.3 FEET WEST OF THE
 BG4929'EAST EDGE OF THE WEST CONCRETE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4930 ***********************************************************************
 BG4930  DESIGNATION -  48 84 B 44
 BG4930  PID         -  BG4930
 BG4930  STATE/COUNTY-  FL/ESCAMBIA
 BG4930  USGS QUAD   -  HOLLEY (1992)
 BG4930
 BG4930                         *CURRENT SURVEY CONTROL
 BG4930  ___________________________________________________________________
 BG4930* NAD 83(1986)-  30 22 48.     (N)    086 52 35.     (W)     SCALED    
 BG4930* NAVD 88     -         1.728  (meters)       5.67   (feet)  ADJUSTED  
 BG4930  ___________________________________________________________________
 BG4930  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG4930  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 BG4930  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 BG4930
 BG4930  VERT ORDER  -  SECOND    CLASS I
 BG4930
 BG4930.The horizontal coordinates were scaled from a topographic map and have
 BG4930.an estimated accuracy of +/- 6 seconds.
 BG4930
 BG4930.The orthometric height was determined by differential leveling
 BG4930.and adjusted by the National Geodetic Survey in September 1996..
 BG4930
 BG4930.The geoid height was determined by GEOID03.
 BG4930
 BG4930.The dynamic height is computed by dividing the NAVD 88
 BG4930.geopotential number by the normal gravity value computed on the
 BG4930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4930.degrees latitude (g = 980.6199 gals.).
 BG4930
 BG4930.The modeled gravity was interpolated from observed gravity values.
 BG4930
 BG4930;                    North         East    Units  Estimated Accuracy
 BG4930;SPC FL N     -   155,350.      371,620.      MT  (+/- 180 meters Scaled)
 BG4930
 BG4930                          SUPERSEDED SURVEY CONTROL
 BG4930
 BG4930.No superseded survey control is available for this station.
 BG4930
 BG4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU118609(NAD 83)
 BG4930_MARKER: DB = BENCH MARK DISK
 BG4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4930_SP_SET: CONCRETE POST
 BG4930_STAMPING: 48 84 B44
 BG4930_MARK LOGO: FLDNR 
 BG4930_PROJECTION: RECESSED 13 CENTIMETERS
 BG4930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4930+STABILITY: SURFACE MOTION
 BG4930
 BG4930  HISTORY     - Date     Condition        Report By
 BG4930  HISTORY     - 1984     MONUMENTED       FLDT
 BG4930  HISTORY     - 1986     GOOD             FLDNR
 BG4930
 BG4930                          STATION DESCRIPTION
 BG4930
 BG4930'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4930'16.2 MI EAST FROM PENSACOLA BEACH.
 BG4930'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4930'PENSACOLA BEACH, GO 16.2 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4930'THE MARK BEARS 16.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 67.7
 BG4930'FEET SOUTH-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 58.2 FEET SOUTH
 BG4930'OF A TELEPHONE POLE AND 6 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4931 ***********************************************************************
 BG4931  DESIGNATION -  48 84 B 45
 BG4931  PID         -  BG4931
 BG4931  STATE/COUNTY-  FL/ESCAMBIA
 BG4931  USGS QUAD   -  NAVARRE (1994)
 BG4931
 BG4931                         *CURRENT SURVEY CONTROL
 BG4931  ___________________________________________________________________
 BG4931* NAD 83(1986)-  30 22 53.     (N)    086 51 59.     (W)     SCALED    
 BG4931* NAVD 88     -         1.485  (meters)       4.87   (feet)  ADJUSTED  
 BG4931  ___________________________________________________________________
 BG4931  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG4931  DYNAMIC HT  -           1.483 (meters)       4.87  (feet)  COMP
 BG4931  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BG4931
 BG4931  VERT ORDER  -  SECOND    CLASS I
 BG4931
 BG4931.The horizontal coordinates were scaled from a topographic map and have
 BG4931.an estimated accuracy of +/- 6 seconds.
 BG4931
 BG4931.The orthometric height was determined by differential leveling
 BG4931.and adjusted by the National Geodetic Survey in September 1996..
 BG4931
 BG4931.The geoid height was determined by GEOID03.
 BG4931
 BG4931.The dynamic height is computed by dividing the NAVD 88
 BG4931.geopotential number by the normal gravity value computed on the
 BG4931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4931.degrees latitude (g = 980.6199 gals.).
 BG4931
 BG4931.The modeled gravity was interpolated from observed gravity values.
 BG4931
 BG4931;                    North         East    Units  Estimated Accuracy
 BG4931;SPC FL N     -   155,480.      372,580.      MT  (+/- 180 meters Scaled)
 BG4931
 BG4931                          SUPERSEDED SURVEY CONTROL
 BG4931
 BG4931.No superseded survey control is available for this station.
 BG4931
 BG4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU128610(NAD 83)
 BG4931_MARKER: DB = BENCH MARK DISK
 BG4931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4931_SP_SET: CONCRETE POST
 BG4931_STAMPING: 48 84 B45
 BG4931_MARK LOGO: FLDNR 
 BG4931_PROJECTION: RECESSED 13 CENTIMETERS
 BG4931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4931+STABILITY: SURFACE MOTION
 BG4931
 BG4931  HISTORY     - Date     Condition        Report By
 BG4931  HISTORY     - 1984     MONUMENTED       FLDT
 BG4931  HISTORY     - 1986     GOOD             FLDNR
 BG4931
 BG4931                          STATION DESCRIPTION
 BG4931
 BG4931'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4931'16.8 MI EAST FROM PENSACOLA BEACH.
 BG4931'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4931'PENSACOLA BEACH, GO 16.8 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4931'THE MARK BEARS 20.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 85.6
 BG4931'FEET SOUTHEAST OF THE SOUTH CORNER OF AN APARTMENT BUILDING, 63.4
 BG4931'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 54.2 FEET WEST OF A METAL
 BG4931'SIGN POST (SPEED LIMIT 45) AND 4 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4932 ***********************************************************************
 BG4932  DESIGNATION -  48 84 B 46
 BG4932  PID         -  BG4932
 BG4932  STATE/COUNTY-  FL/ESCAMBIA
 BG4932  USGS QUAD   -  NAVARRE (1994)
 BG4932
 BG4932                         *CURRENT SURVEY CONTROL
 BG4932  ___________________________________________________________________
 BG4932* NAD 83(1986)-  30 22 54.     (N)    086 51 42.     (W)     SCALED    
 BG4932* NAVD 88     -         2.090  (meters)       6.86   (feet)  ADJUSTED  
 BG4932  ___________________________________________________________________
 BG4932  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG4932  DYNAMIC HT  -           2.087 (meters)       6.85  (feet)  COMP
 BG4932  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BG4932
 BG4932  VERT ORDER  -  SECOND    CLASS I
 BG4932
 BG4932.The horizontal coordinates were scaled from a topographic map and have
 BG4932.an estimated accuracy of +/- 6 seconds.
 BG4932
 BG4932.The orthometric height was determined by differential leveling
 BG4932.and adjusted by the National Geodetic Survey in September 1996..
 BG4932
 BG4932.The geoid height was determined by GEOID03.
 BG4932
 BG4932.The dynamic height is computed by dividing the NAVD 88
 BG4932.geopotential number by the normal gravity value computed on the
 BG4932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4932.degrees latitude (g = 980.6199 gals.).
 BG4932
 BG4932.The modeled gravity was interpolated from observed gravity values.
 BG4932
 BG4932;                    North         East    Units  Estimated Accuracy
 BG4932;SPC FL N     -   155,510.      373,040.      MT  (+/- 180 meters Scaled)
 BG4932
 BG4932                          SUPERSEDED SURVEY CONTROL
 BG4932
 BG4932.No superseded survey control is available for this station.
 BG4932
 BG4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU132610(NAD 83)
 BG4932_MARKER: DB = BENCH MARK DISK
 BG4932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4932_SP_SET: CONCRETE POST
 BG4932_STAMPING: 48 84 B46
 BG4932_MARK LOGO: FLDNR 
 BG4932_PROJECTION: RECESSED 18 CENTIMETERS
 BG4932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4932+STABILITY: SURFACE MOTION
 BG4932
 BG4932  HISTORY     - Date     Condition        Report By
 BG4932  HISTORY     - 1984     MONUMENTED       FLDT
 BG4932  HISTORY     - 1986     GOOD             FLDNR
 BG4932
 BG4932                          STATION DESCRIPTION
 BG4932
 BG4932'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4932'17.1 MI EAST FROM PENSACOLA BEACH.
 BG4932'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4932'PENSACOLA BEACH, GO 17.1 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4932'THE MARK BEARS 19 FEET EAST OF THE CENTERLINE OF STATE ROAD 399
 BG4932'(NAVARRE BOULEVARD/ENTRANCE TO NAVARRE BEACH PAVILION), 43 FEET
 BG4932'NORTHEAST OF THE CENTERLINE OF A DRIVEWAY AND 20.5 FEET SOUTH OF A
 BG4932'UTILITY POLE FOR A CAUTION SIGNAL LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4637 ***********************************************************************
 BG4637  DESIGNATION -  48 84 B 47
 BG4637  PID         -  BG4637
 BG4637  STATE/COUNTY-  FL/ESCAMBIA
 BG4637  USGS QUAD   -  NAVARRE (1994)
 BG4637
 BG4637                         *CURRENT SURVEY CONTROL
 BG4637  ___________________________________________________________________
 BG4637* NAD 83(1990)-  30 23 11.48014(N)    086 51 44.95084(W)     ADJUSTED  
 BG4637* NAVD 88     -         4.064  (meters)      13.33   (feet)  ADJUSTED  
 BG4637  ___________________________________________________________________
 BG4637  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BG4637  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG4637  DYNAMIC HT  -           4.059 (meters)      13.32  (feet)  COMP
 BG4637  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BG4637
 BG4637  HORZ ORDER  -  THIRD
 BG4637  VERT ORDER  -  SECOND    CLASS I
 BG4637
 BG4637.The horizontal coordinates were established by classical geodetic methods
 BG4637.and adjusted by the National Geodetic Survey in December 1992..
 BG4637
 BG4637.The orthometric height was determined by differential leveling
 BG4637.and adjusted by the National Geodetic Survey in September 1996..
 BG4637
 BG4637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4637
 BG4637.The geoid height was determined by GEOID03.
 BG4637
 BG4637.The dynamic height is computed by dividing the NAVD 88
 BG4637.geopotential number by the normal gravity value computed on the
 BG4637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4637.degrees latitude (g = 980.6199 gals.).
 BG4637
 BG4637.The modeled gravity was interpolated from observed gravity values.
 BG4637
 BG4637;                    North         East     Units Scale Factor Converg.
 BG4637;SPC FL N     -   156,045.511   372,967.318   MT  0.99995572   -1 11 14.0
 BG4637;SPC FL N     -   511,959.31  1,223,643.61   sFT  0.99995572   -1 11 14.0
 BG4637;UTM  16      - 3,361,624.432   513,211.181   MT  0.99960215   +0 04 10.4
 BG4637
 BG4637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4637!SPC FL N     -   1.00000364  x   0.99995572  =   0.99995936
 BG4637!UTM  16      -   1.00000364  x   0.99960215  =   0.99960579
 BG4637
 BG4637                          SUPERSEDED SURVEY CONTROL
 BG4637
 BG4637  NAD 83(1990)-  30 23 11.47984(N)    086 51 44.95271(W) AD(       ) 3
 BG4637  NAD 83(1986)-  30 23 11.47391(N)    086 51 44.96564(W) AD(       ) 3
 BG4637  NGVD 29 (11/30/89)    5.1    (m)           17.     (f) VERT ANG       
 BG4637
 BG4637.Superseded values are not recommended for survey control.
 BG4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4637.See file dsdata.txt to determine how the superseded data were derived.
 BG4637
 BG4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1321161624(NAD 83)
 BG4637_MARKER: DD = SURVEY DISK
 BG4637_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4637_SP_SET: BRIDGE CURBING
 BG4637_STAMPING: 48 84 B47
 BG4637_MARK LOGO: FLDNR 
 BG4637_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4637
 BG4637  HISTORY     - Date     Condition        Report By
 BG4637  HISTORY     - 1984     MONUMENTED       NOS
 BG4637  HISTORY     - 1986     GOOD             FLDNR
 BG4637
 BG4637                          STATION DESCRIPTION
 BG4637
 BG4637'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4637'THE STATION IS LOCATED ON THE SW CORNER OF THE NAVARRE BEACH BRIDGE
 BG4637'OVER SANTA ROSA SOUND.  (THE SECOND BRIDGE S FROM THE TOLL BOOTH.)
 BG4637'
 BG4637'TO REACH THE STATION FROM THE TOLL BOOTH ENTRANCE TO THE BRIDGE JUST
 BG4637'S FROM THE JUNCTION THE BRIDGE ROAD MAKES WITH US 98, GO S ON THE
 BG4637'TOLL BRIDGE ROAD ACROSS BOTH BRIDGES 0.85 MI TO THE STATION ON THE
 BG4637'RIGHT, WITH YELLOW TAPE MARKING AN X OVER THE DISK.
 BG4637'
 BG4637'STATION MARK IS A STANDARD FL DEPARTMENT OF NATURAL RESOURCES DISK
 BG4637'STAMPED---48 84 B47---, SET INTO A DRILL HOLE IN THE CONCRETE AT THE
 BG4637'ENTRANCE TO THE SIDEWALK.  IT IS LOCATED 6.22 M (20.4 FT) W FROM A
 BG4637'PK NAIL WITH WASHER IN THE CENTER OF THE ROAD, AND 0.59 M (1.9 FT)
 BG4637'S FROM THE S END OF THE METAL GUARD RAIL, AND 0.73 M (2.4 FT) N
 BG4637'FROM THE S EDGE OF THE CONCRETE WING WALL.
 BG4637'
 BG4637'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 BG4637'
 BG4637'DESCRIBED BY J. DANIEL.
 BG4637
 BG4637                          STATION RECOVERY (1986)
 BG4637
 BG4637'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4637'17.45 MI EAST FROM PENSACOLA BEACH.
 BG4637'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4637'PENSACOLA BEACH, GO 17.1 MILES EAST ON STATE ROAD 399 TO THE POINT
 BG4637'WHERE STATE ROAD 399 TURNS NORTH LEADING TO THE BRIDGE OVER SANTA
 BG4637'ROSA SOUND, GO 0.35 MILE NORTH ON THE ROAD TO THE SOUTH END OF THE
 BG4637'SOUTHMOST BRIDGE AND THE MARK.  THE MARK BEARS 16.3 FEET WEST OF THE
 BG4637'CENTERLINE OF THE ROAD, 3.9 FEET EAST OF THE SOUTHWEST END OF THE
 BG4637'CONCRETE RAIL AND 3.3 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A
 BG4637'METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8162 ***********************************************************************
 AD8162  DESIGNATION -  48 BRP
 AD8162  PID         -  AD8162
 AD8162  STATE/COUNTY-  FL/PALM BEACH
 AD8162  USGS QUAD   -  LAKE HARBOR SE (1970)
 AD8162
 AD8162                         *CURRENT SURVEY CONTROL
 AD8162  ___________________________________________________________________
 AD8162* NAD 83(1986)-  26 33 55.     (N)    080 50 33.     (W)     SCALED    
 AD8162* NAVD 88     -         5.439  (meters)      17.84   (feet)  ADJUSTED  
 AD8162  ___________________________________________________________________
 AD8162  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AD8162  DYNAMIC HT  -           5.431 (meters)      17.82  (feet)  COMP
 AD8162  MODELED GRAV-     979,087.0   (mgal)                       NAVD 88
 AD8162
 AD8162  VERT ORDER  -  SECOND    CLASS I
 AD8162
 AD8162.The horizontal coordinates were scaled from a topographic map and have
 AD8162.an estimated accuracy of +/- 6 seconds.
 AD8162
 AD8162.The orthometric height was determined by differential leveling
 AD8162.and adjusted by the National Geodetic Survey in May 2003..
 AD8162.No vertical observational check was made to the station.
 AD8162.WARNING-Repeat measurements at this control monument indicate possible
 AD8162.vertical movement.
 AD8162
 AD8162.The geoid height was determined by GEOID03.
 AD8162
 AD8162.The dynamic height is computed by dividing the NAVD 88
 AD8162.geopotential number by the normal gravity value computed on the
 AD8162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8162.degrees latitude (g = 980.6199 gals.).
 AD8162
 AD8162.The modeled gravity was interpolated from observed gravity values.
 AD8162
 AD8162;                    North         East    Units  Estimated Accuracy
 AD8162;SPC FL E     -   247,250.      215,690.      MT  (+/- 180 meters Scaled)
 AD8162
 AD8162                          SUPERSEDED SURVEY CONTROL
 AD8162
 AD8162  NAVD 88 (09/17/01)    5.475  (m)           17.96   (f) UNKNOWN     2 1
 AD8162  NAVD 88 (10/26/99)    5.457  (m)           17.90   (f) UNKNOWN     1 2
 AD8162  NAVD 88 (09/04/92)    5.461  (m)           17.92   (f) UNKNOWN     1 2
 AD8162  NGVD 29 (09/01/92)    5.892  (m)           19.33   (f) ADJUSTED    1 2
 AD8162
 AD8162.Superseded values are not recommended for survey control.
 AD8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8162.See file dsdata.txt to determine how the superseded data were derived.
 AD8162
 AD8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK156382(NAD 83)
 AD8162_MARKER: DD = SURVEY DISK
 AD8162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8162_SP_SET: WINGWALL
 AD8162_STAMPING: 48 BRP 1969
 AD8162_MARK LOGO: USGS  
 AD8162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8162+STABILITY: SURFACE MOTION
 AD8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8162+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2002
 AD8162
 AD8162  HISTORY     - Date     Condition        Report By
 AD8162  HISTORY     - 1969     MONUMENTED       USGS
 AD8162  HISTORY     - 19920317 GOOD             NGS
 AD8162  HISTORY     - 20000301 GOOD             FLDEP
 AD8162  HISTORY     - 20021111 GOOD             NGS
 AD8162
 AD8162                          STATION DESCRIPTION
 AD8162
 AD8162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8162'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE
 AD8162'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, IN TOP
 AD8162'OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 AD8162'ABUTMENT OF A BRIDGE SPANNING THE MIAMI CANAL, 17.1 M (56.1 FT) EAST
 AD8162'OF THE CENTER OF THE ROAD, AND 2.7 M (8.9 FT) NORTH OF AND LEVEL WITH
 AD8162'THE CENTER OF THE BRIDGE.
 AD8162
 AD8162                          STATION RECOVERY (2000)
 AD8162
 AD8162'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AD8162'THE MARK IS ABOUT 13.6 MI (21.9 KM) SOUTHWEST OF SOUTHBAY, 9.2 MI
 AD8162'(14.8 KM) SOUTH OF LAKE HARBOR (ON THE EAST LEVEE ROAD OF THE MIAMI
 AD8162'CANAL), IN SECTION 21, TOWNSHIP 45 SOUTH, RANGE 35 EAST. TO REACH THE
 AD8162'MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH
 AD8162'BAY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION
 AD8162'OF COUNTY ROAD 827 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 827 AND GO
 AD8162'WEST FOR 4.8 MI (7.7 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON
 AD8162'COUNTY ROAD 827 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF MIAMI CANAL
 AD8162'(EAST SIDE), TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR 3.1 MI (5.0
 AD8162'KM) TO THE T-JUNCTION OF A PAVED ROAD AND THE MARK ON THE RIGHT, SET
 AD8162'IN THE TOP OF THE NORTHWEST CORNER OF THE BRIDGE WINGWALL OVER THE
 AD8162'MIAMI CANAL. LOCATED 143.0 FT (43.6 M) WEST OF THE APPROXIMATE
 AD8162'CENTERLINE OF THE LEVEE ROAD (EAST SIDE) OF THE MIAMI CANAL, 60.0 FT
 AD8162'(18.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD (WEST
 AD8162'SIDE) OF THE MIAMI CANAL AND 10.0 FT (3.0 M) NORTH OF THE APPROXIMATE
 AD8162'CENTERLINE OF THE BRIDGE.
 AD8162
 AD8162                          STATION RECOVERY (2002)
 AD8162
 AD8162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 AD8162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7719 ***********************************************************************
 AL7719  DESIGNATION -  48 ERS TT
 AL7719  PID         -  AL7719
 AL7719  STATE/COUNTY-  FL/HERNANDO
 AL7719  USGS QUAD   -  WEEKI WACHEE SPRING (1988)
 AL7719
 AL7719                         *CURRENT SURVEY CONTROL
 AL7719  ___________________________________________________________________
 AL7719* NAD 83(1986)-  28 32 47.     (N)    082 37 03.     (W)     SCALED    
 AL7719* NAVD 88     -         1.676  (meters)       5.50   (feet)  POSTED    
 AL7719  ___________________________________________________________________
 AL7719  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AL7719  DYNAMIC HT  -           1.670 (meters)       5.48  (feet)  COMP
 AL7719  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 AL7719
 AL7719  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7719
 AL7719.The horizontal coordinates were scaled from a topographic map and have
 AL7719.an estimated accuracy of +/- 6 seconds.
 AL7719
 AL7719.The orthometric height was determined by differential leveling
 AL7719.and adjusted by the National Geodetic Survey in 1992..
 AL7719.No vertical observational check was made to the station.
 AL7719.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7719.was located on a no-check spur therefore a value was not computed.
 AL7719
 AL7719.The geoid height was determined by GEOID03.
 AL7719
 AL7719.The dynamic height is computed by dividing the NAVD 88
 AL7719.geopotential number by the normal gravity value computed on the
 AL7719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7719.degrees latitude (g = 980.6199 gals.).
 AL7719
 AL7719.The modeled gravity was interpolated from observed gravity values.
 AL7719
 AL7719;                    North         East    Units  Estimated Accuracy
 AL7719;SPC FL W     -   466,910.      139,570.      MT  (+/- 180 meters Scaled)
 AL7719
 AL7719                          SUPERSEDED SURVEY CONTROL
 AL7719
 AL7719.No superseded survey control is available for this station.
 AL7719
 AL7719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM417587(NAD 83)
 AL7719_MARKER: DD = SURVEY DISK
 AL7719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7719_SP_SET: CONCRETE POST
 AL7719_STAMPING: 1952 48 ERS TT 6
 AL7719_MARK LOGO: USGS  
 AL7719_PROJECTION: PROJECTING 13 CENTIMETERS
 AL7719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7719+STABILITY: SURFACE MOTION
 AL7719
 AL7719  HISTORY     - Date     Condition        Report By
 AL7719  HISTORY     - 1952     MONUMENTED       USGS
 AL7719  HISTORY     - 1985     GOOD             FLDNR
 AL7719  HISTORY     - 19910116 GOOD             USPSQD
 AL7719
 AL7719                          STATION DESCRIPTION
 AL7719
 AL7719'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7719'3.45 MI WEST FROM WEEKI WACHEE.
 AL7719'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7719'3.45 MILES WEST ON STATE ROAD 50 TO THE MARK.  THE MARK IS 0.2 MILE
 AL7719'WEST OF THE JUNCTION OF COUNTY ROAD C-595, 47 FEET SOUTH OF THE
 AL7719'CENTERLINE OF STATE ROAD 50, 16 FEET EAST OF A POWER POLE, AND 0.5
 AL7719'FOOT SOUTH OF A WITNESS POST.
 AL7719'THE MARK IS 1 FT BELOW HIGHWAY.
 AL7719
 AL7719                          STATION RECOVERY (1991)
 AL7719
 AL7719'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5115 ***********************************************************************
 AB5115  DESIGNATION -  48 JAS
 AB5115  PID         -  AB5115
 AB5115  STATE/COUNTY-  FL/MARION
 AB5115  USGS QUAD   -  LAKE WEIR (1993)
 AB5115
 AB5115                         *CURRENT SURVEY CONTROL
 AB5115  ___________________________________________________________________
 AB5115* NAD 83(1986)-  29 05 10.     (N)    081 52 54.     (W)     SCALED    
 AB5115* NAVD 88     -        23.179  (meters)      76.05   (feet)  ADJUSTED  
 AB5115  ___________________________________________________________________
 AB5115  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AB5115  DYNAMIC HT  -          23.146 (meters)      75.94  (feet)  COMP
 AB5115  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AB5115
 AB5115  VERT ORDER  -  SECOND    CLASS I
 AB5115
 AB5115.The horizontal coordinates were scaled from a topographic map and have
 AB5115.an estimated accuracy of +/- 6 seconds.
 AB5115
 AB5115.The orthometric height was determined by differential leveling
 AB5115.and adjusted by the National Geodetic Survey in September 1996..
 AB5115
 AB5115.The geoid height was determined by GEOID03.
 AB5115
 AB5115.The dynamic height is computed by dividing the NAVD 88
 AB5115.geopotential number by the normal gravity value computed on the
 AB5115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5115.degrees latitude (g = 980.6199 gals.).
 AB5115
 AB5115.The modeled gravity was interpolated from observed gravity values.
 AB5115
 AB5115;                    North         East    Units  Estimated Accuracy
 AB5115;SPC FL W     -   526,580.      211,520.      MT  (+/- 180 meters Scaled)
 AB5115
 AB5115                          SUPERSEDED SURVEY CONTROL
 AB5115
 AB5115.No superseded survey control is available for this station.
 AB5115
 AB5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN141178(NAD 83)
 AB5115_MARKER: DB = BENCH MARK DISK
 AB5115_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5115_STAMPING: 48 JAS 1966
 AB5115_MARK LOGO: CGS   
 AB5115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5115+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1993
 AB5115
 AB5115  HISTORY     - Date     Condition        Report By
 AB5115  HISTORY     - 1966     MONUMENTED       CGS
 AB5115  HISTORY     - 19931228 GOOD             FLDEP
 AB5115  HISTORY     - 20030709 MARK NOT FOUND   FLDEP
 AB5115
 AB5115                          STATION DESCRIPTION
 AB5115
 AB5115'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5115'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF SILVER SPRINGS, 4.0
 AB5115'MI (6.4 KM) NORTHEAST OF OKLAWAHA IN SECTION 23, TOWNSHIP 16 SOUTH,
 AB5115'RANGE 24 EAST.  TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD
 AB5115'25 AND COUNTY ROAD 464C IN OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR
 AB5115'4.5 MI (7.2 KM) TO THE T-JUNCTION OF COUNTY ROAD 314A AND THE MARK ON
 AB5115'THE LEFT, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT
 AB5115'(9.1 CM) ABOVE THE LEVEL OF THE GROUND AND APPROXIMATELY 1.5 FT (0.5
 AB5115'M) ABOVE THE LEVEL OF COUNTY ROAD 314A.  LOCATED 93.2 FT (28.4 M)
 AB5115'NORTH AND ACROSS COUNTY ROAD 464C FROM A METAL TELEPHONE BOX NUMBER
 AB5115'260, 58.4 FT (17.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5115'ROAD 464C, 43.7 FT (13.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AB5115'COUNTY ROAD 314A AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
 AB5115
 AB5115                          STATION RECOVERY (2003)
 AB5115
 AB5115'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5115'FOUND MONUMENT WITH DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7569 ***********************************************************************
 AJ7569  DESIGNATION -  482624 3 9898
 AJ7569  PID         -  AJ7569
 AJ7569  STATE/COUNTY-  FL/COLLIER
 AJ7569  USGS QUAD   -  CORKSCREW SW (1987)
 AJ7569
 AJ7569                         *CURRENT SURVEY CONTROL
 AJ7569  ___________________________________________________________________
 AJ7569* NAD 83(1986)-  26 16 24.1    (N)    081 40 23.2    (W)     HD_HELD2  
 AJ7569* NAVD 88     -         4.198  (meters)      13.77   (feet)  ADJUSTED  
 AJ7569  ___________________________________________________________________
 AJ7569  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ7569  DYNAMIC HT  -           4.192 (meters)      13.75  (feet)  COMP
 AJ7569  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AJ7569
 AJ7569  VERT ORDER  -  FIRST     CLASS II
 AJ7569
 AJ7569.The horizontal coordinates were established by autonomous hand held GPS
 AJ7569.observations and have an estimated accuracy of +/- 10 meters.
 AJ7569
 AJ7569.The orthometric height was determined by differential leveling
 AJ7569.and adjusted by the National Geodetic Survey in February 2002..
 AJ7569
 AJ7569.The geoid height was determined by GEOID03.
 AJ7569
 AJ7569.The dynamic height is computed by dividing the NAVD 88
 AJ7569.geopotential number by the normal gravity value computed on the
 AJ7569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7569.degrees latitude (g = 980.6199 gals.).
 AJ7569
 AJ7569.The modeled gravity was interpolated from observed gravity values.
 AJ7569
 AJ7569;                    North         East    Units  Estimated Accuracy
 AJ7569;SPC FL E     -   215,074.      132,769.      MT  (+/- 10 meters HH2 GPS)
 AJ7569
 AJ7569                          SUPERSEDED SURVEY CONTROL
 AJ7569
 AJ7569.No superseded survey control is available for this station.
 AJ7569
 AJ7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3279206132(NAD 83)
 AJ7569_MARKER: DD = SURVEY DISK
 AJ7569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7569_STAMPING: 482624 3 9898 1998
 AJ7569_MARK LOGO: DENI  
 AJ7569_PROJECTION: RECESSED 2 CENTIMETERS
 AJ7569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7569+STABILITY: SURFACE MOTION
 AJ7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7569+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2001
 AJ7569
 AJ7569  HISTORY     - Date     Condition        Report By
 AJ7569  HISTORY     - 1998     MONUMENTED       DENI
 AJ7569  HISTORY     - 20010708 GOOD             LDBLS
 AJ7569  HISTORY     - 20050201 MARK NOT FOUND   INDIV
 AJ7569
 AJ7569                          STATION DESCRIPTION
 AJ7569
 AJ7569'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7569'THE MARK IS ABOUT 24.6 KM (15.3 MI) NORTHEAST OF NAPLES, ABOUT 40.1 KM
 AJ7569'(24.92
 AJ7569'MI) SOUTHWEST OF IMMOKALEE, IN SECTION 23, TOWNSHIP 48 SOUTH, RANGE 26
 AJ7569'EAST,
 AJ7569'COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER COUNTY
 AJ7569' 
 AJ7569'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7569'COUNTY
 AJ7569'ROAD 846 (I-75 EXIT 17) GO EAST ON COUNTY ROAD 846 5.3 KM (3.3 MI) TO
 AJ7569'THE
 AJ7569'INTERSECTION WITH COUNTY ROAD 951, CONTINUE EAST ON COUNTY ROAD 846
 AJ7569'1.6 KM
 AJ7569'(1.0 MI) TO WOODCREST DRIVE AND THE MARK ON THE LEFT.
 AJ7569' 
 AJ7569'THE MARK IS A SURVEY DISK 32.16 M (105.5 FT) NORTHEAST OF A WOOD POWER
 AJ7569'POLE
 AJ7569'WITH NUMBERS 25905, 7262 AND 7249, 53.13 M (174.3 FT) NORTHWEST OF
 AJ7569'WOOD POWER
 AJ7569'POLE NUMBER 2756, 14.69 M (48.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 AJ7569'ROAD
 AJ7569'846, 8.69 M (28.5 FT) EAST OF THE EXTENDED CENTERLINE OF WOODCREST
 AJ7569'DRIVE, 1.52
 AJ7569'M (5.0 FT) SOUTH OF A SOUTH CANAL BANK AND 0.18 M (0.6 FT) SOUTH OF A
 AJ7569'METAL
 AJ7569'WITNESS POST. THE DATUM POINT IS SET IN THE TOP OF A CONCRETE
 AJ7569'MONUMENT, 2 CM
 AJ7569'(0.08 FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.46 (1.5 FT) BELOW
 AJ7569'THE
 AJ7569'LEVEL OF THE HIGHWAY.
 AJ7569' 
 AJ7569'NOTE - A MAGNET WAS BURIED 0.06 M (0.2 FT) BELOW THE LEVEL OF THE
 AJ7569'MARK, 0.23 M
 AJ7569'(0.75 FT) SOUTH OF THE MARK.
 AJ7569'
 AJ7569
 AJ7569                          STATION RECOVERY (2005)
 AJ7569
 AJ7569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AJ7569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1669 ***********************************************************************
 BG1669  DESIGNATION -  48.7 FLHD
 BG1669  PID         -  BG1669
 BG1669  STATE/COUNTY-  FL/ESCAMBIA
 BG1669  USGS QUAD   -  LILLIAN (1987)
 BG1669
 BG1669                         *CURRENT SURVEY CONTROL
 BG1669  ___________________________________________________________________
 BG1669* NAD 83(1986)-  30 23 53.     (N)    087 24 21.     (W)     SCALED    
 BG1669* NAVD 88     -         8.240  (meters)      27.03   (feet)  ADJUSTED  
 BG1669  ___________________________________________________________________
 BG1669  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG1669  DYNAMIC HT  -           8.229 (meters)      27.00  (feet)  COMP
 BG1669  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BG1669
 BG1669  VERT ORDER  -  SECOND    CLASS 0
 BG1669
 BG1669.The horizontal coordinates were scaled from a topographic map and have
 BG1669.an estimated accuracy of +/- 6 seconds.
 BG1669
 BG1669.The orthometric height was determined by differential leveling
 BG1669.and adjusted by the National Geodetic Survey in June 1991..
 BG1669
 BG1669.The geoid height was determined by GEOID03.
 BG1669
 BG1669.The dynamic height is computed by dividing the NAVD 88
 BG1669.geopotential number by the normal gravity value computed on the
 BG1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1669.degrees latitude (g = 980.6199 gals.).
 BG1669
 BG1669.The modeled gravity was interpolated from observed gravity values.
 BG1669
 BG1669;                    North         East    Units  Estimated Accuracy
 BG1669;SPC FL N     -   158,530.      320,800.      MT  (+/- 180 meters Scaled)
 BG1669
 BG1669                          SUPERSEDED SURVEY CONTROL
 BG1669
 BG1669  NGVD 29 (??/??/92)    8.323  (m)           27.31   (f) ADJ UNCH    2 0
 BG1669
 BG1669.Superseded values are not recommended for survey control.
 BG1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1669.See file dsdata.txt to determine how the superseded data were derived.
 BG1669
 BG1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU610629(NAD 83)
 BG1669_MARKER: DD = SURVEY DISK
 BG1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1669_STAMPING: 48.7 27.16 1945
 BG1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1669+STABILITY: SURFACE MOTION
 BG1669
 BG1669  HISTORY     - Date     Condition        Report By
 BG1669  HISTORY     - 1945     MONUMENTED       FLHD
 BG1669  HISTORY     - 1977     GOOD             FLDNR
 BG1669  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 BG1669
 BG1669                          STATION DESCRIPTION
 BG1669
 BG1669'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1945
 BG1669'8.8 MI W FROM WEST PENSACOLA.
 BG1669'8.8 MILES WEST ALONG STATE HIGHWAY 125 (THE LILLIAN ROAD)
 BG1669'FROM THE JUNCTION OF U.S. HIGHWAY 90 AT WEST PENSACOLA, ESCAMBIA
 BG1669'COUNTY, 1.9 MILES WEST OF THE JUNCTION OF A TAR ROAD LEADING
 BG1669'SOUTH TO GULF BEACH HIGHWAY, AT THE T-JUNCTION OF A ROAD LEADING
 BG1669'SOUTH TO BRONSON FIELD, 75 FEET SOUTH OF THE CENTER LINE OF THE
 BG1669'HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF THE AIRPORT ROAD,
 BG1669'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A FLORIDA
 BG1669'STATE ROAD DEPARTMENT STANDARD DISK, STAMPED 48.7 27.16 1945
 BG1669'AND SET IN THE TOP OF A CONCRETE POST.
 BG1669
 BG1669                          STATION RECOVERY (1977)
 BG1669
 BG1669'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BG1669'RECOVERED IN GOOD CONDITION.
 BG1669
 BG1669                          STATION RECOVERY (2003)
 BG1669
 BG1669'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG1669'WITNESS POST AND SIGN ARE ON SITE.COULD NOT RECOVER MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3316 ***********************************************************************
 AJ3316  DESIGNATION -  49
 AJ3316  PID         -  AJ3316
 AJ3316  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3316  USGS QUAD   -  FORT DRUM (1972)
 AJ3316
 AJ3316                         *CURRENT SURVEY CONTROL
 AJ3316  ___________________________________________________________________
 AJ3316* NAD 83(1986)-  27 36 59.     (N)    080 51 31.     (W)     SCALED    
 AJ3316* NAVD 88     -        20.718  (meters)      67.97   (feet)  ADJUSTED  
 AJ3316  ___________________________________________________________________
 AJ3316  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AJ3316  DYNAMIC HT  -          20.687 (meters)      67.87  (feet)  COMP
 AJ3316  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AJ3316
 AJ3316  VERT ORDER  -  SECOND    CLASS I
 AJ3316
 AJ3316.The horizontal coordinates were scaled from a topographic map and have
 AJ3316.an estimated accuracy of +/- 6 seconds.
 AJ3316
 AJ3316.The orthometric height was determined by differential leveling
 AJ3316.and adjusted by the National Geodetic Survey in October 2001..
 AJ3316
 AJ3316.The geoid height was determined by GEOID03.
 AJ3316
 AJ3316.The dynamic height is computed by dividing the NAVD 88
 AJ3316.geopotential number by the normal gravity value computed on the
 AJ3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3316.degrees latitude (g = 980.6199 gals.).
 AJ3316
 AJ3316.The modeled gravity was interpolated from observed gravity values.
 AJ3316
 AJ3316;                    North         East    Units  Estimated Accuracy
 AJ3316;SPC FL E     -   363,710.      213,960.      MT  (+/- 180 meters Scaled)
 AJ3316
 AJ3316                          SUPERSEDED SURVEY CONTROL
 AJ3316
 AJ3316.No superseded survey control is available for this station.
 AJ3316
 AJ3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL139547(NAD 83)
 AJ3316_MARKER: DD = SURVEY DISK
 AJ3316_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ3316_STAMPING: BM 49
 AJ3316_MARK LOGO: FLDT  
 AJ3316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3316+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1999
 AJ3316
 AJ3316  HISTORY     - Date     Condition        Report By
 AJ3316  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3316  HISTORY     - 19991112 GOOD             FLDEP
 AJ3316
 AJ3316                          STATION DESCRIPTION
 AJ3316
 AJ3316'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3316'THE MARK IS ABOUT 28.1 MI (45.2 KM) NORTH OF OKEECHOBEE, 6.5 MI (10.5
 AJ3316'KM) SOUTH OF YEEHAW JUNCTION ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 AJ3316'441, IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 35 EAST. TO REACH THE MARK
 AJ3316'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW
 AJ3316'JUNCTION, GO SOUTHEASTERLY ON U.S. HIGHWAY 441 FOR 6.5 MI (10.5 KM) TO
 AJ3316'THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST
 AJ3316'RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 AJ3316'M) BELOW THE LEVEL OF U.S. HIGHWAY 441. LOCATED ABOUT 247.0 FT (75.3
 AJ3316'M) SOUTHWEST OF THE CENTER OF A CHAINLINK GATE, 94.4 FT (28.8 M)
 AJ3316'WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 441, 5.3 FT (1.6 M)
 AJ3316'NORTHEAST OF A BARBED WIRE FENCE AND 0.9 FT (27.4 CM) NORTHEAST OF A
 AJ3316'DOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0498 ***********************************************************************
 AS0498  DESIGNATION -  49 79 A 07 FLDT
 AS0498  PID         -  AS0498
 AS0498  STATE/COUNTY-  FL/FRANKLIN
 AS0498  USGS QUAD   -  APALACHICOLA (1982)
 AS0498
 AS0498                         *CURRENT SURVEY CONTROL
 AS0498  ___________________________________________________________________
 AS0498* NAD 83(1986)-  29 44 02.     (N)    084 54 57.     (W)     SCALED    
 AS0498* NAVD 88     -         1.550  (meters)       5.09   (feet)  ADJUSTED  
 AS0498  ___________________________________________________________________
 AS0498  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0498  DYNAMIC HT  -           1.548 (meters)       5.08  (feet)  COMP
 AS0498  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0498
 AS0498  VERT ORDER  -  SECOND    CLASS I
 AS0498
 AS0498.The horizontal coordinates were scaled from a topographic map and have
 AS0498.an estimated accuracy of +/- 6 seconds.
 AS0498
 AS0498.The orthometric height was determined by differential leveling
 AS0498.and adjusted by the National Geodetic Survey in June 1991..
 AS0498
 AS0498.The geoid height was determined by GEOID03.
 AS0498
 AS0498.The dynamic height is computed by dividing the NAVD 88
 AS0498.geopotential number by the normal gravity value computed on the
 AS0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0498.degrees latitude (g = 980.6199 gals.).
 AS0498
 AS0498.The modeled gravity was interpolated from observed gravity values.
 AS0498
 AS0498;                    North         East    Units  Estimated Accuracy
 AS0498;SPC FL N     -    81,420.      559,770.      MT  (+/- 180 meters Scaled)
 AS0498
 AS0498                          SUPERSEDED SURVEY CONTROL
 AS0498
 AS0498.No superseded survey control is available for this station.
 AS0498
 AS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT015911(NAD 83)
 AS0498_MARKER: DD = SURVEY DISK
 AS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0498_SP_SET: CONCRETE POST
 AS0498_STAMPING: 49 79 A07
 AS0498_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0498+STABILITY: SURFACE MOTION
 AS0498
 AS0498  HISTORY     - Date     Condition        Report By
 AS0498  HISTORY     - 1979     MONUMENTED       FLDT
 AS0498  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0498
 AS0498                          STATION DESCRIPTION
 AS0498
 AS0498'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0498'2.2 MI WEST FROM EASTPOINT.
 AS0498'FROM THE POST OFFICE AT EASTPOINT, GO 2.2 MILES WEST ALONG U. S.
 AS0498'HIGHWAY 98 AND 319. IT IS SET IN THE TOP OF A 4 INCH BY 4 INCH SQUARE
 AS0498'CONCRETE POST, 215 FEET EAST OF THE EAST END OF THE GORRIE MEMORIAL
 AS0498'BRIDGE, 94 FEET WEST OF THE REBECCA HICKEY MEMORIAL, 32.8 FEET NORTH
 AS0498'OF THE JOHN GORRIE MEMORIAL AND 23.4 FEET SOUTH OF A METAL SEAWALL.
 AS0498'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0498
 AS0498                          STATION RECOVERY (1997)
 AS0498
 AS0498'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0496 ***********************************************************************
 AS0496  DESIGNATION -  49 79 A 08 FLDT
 AS0496  PID         -  AS0496
 AS0496  STATE/COUNTY-  FL/FRANKLIN
 AS0496  USGS QUAD   -  APALACHICOLA (1982)
 AS0496
 AS0496                         *CURRENT SURVEY CONTROL
 AS0496  ___________________________________________________________________
 AS0496* NAD 83(1986)-  29 44 03.     (N)    084 54 47.     (W)     SCALED    
 AS0496* NAVD 88     -         1.461  (meters)       4.79   (feet)  ADJUSTED  
 AS0496  ___________________________________________________________________
 AS0496  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0496  DYNAMIC HT  -           1.459 (meters)       4.79  (feet)  COMP
 AS0496  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 AS0496
 AS0496  VERT ORDER  -  SECOND    CLASS I
 AS0496
 AS0496.The horizontal coordinates were scaled from a topographic map and have
 AS0496.an estimated accuracy of +/- 6 seconds.
 AS0496
 AS0496.The orthometric height was determined by differential leveling
 AS0496.and adjusted by the National Geodetic Survey in June 1991..
 AS0496
 AS0496.The geoid height was determined by GEOID03.
 AS0496
 AS0496.The dynamic height is computed by dividing the NAVD 88
 AS0496.geopotential number by the normal gravity value computed on the
 AS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0496.degrees latitude (g = 980.6199 gals.).
 AS0496
 AS0496.The modeled gravity was interpolated from observed gravity values.
 AS0496
 AS0496;                    North         East    Units  Estimated Accuracy
 AS0496;SPC FL N     -    81,450.      560,040.      MT  (+/- 180 meters Scaled)
 AS0496
 AS0496                          SUPERSEDED SURVEY CONTROL
 AS0496
 AS0496.No superseded survey control is available for this station.
 AS0496
 AS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT018911(NAD 83)
 AS0496_MARKER: DD = SURVEY DISK
 AS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0496_SP_SET: CONCRETE POST
 AS0496_STAMPING: 49 79 A08
 AS0496_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0496+STABILITY: SURFACE MOTION
 AS0496
 AS0496  HISTORY     - Date     Condition        Report By
 AS0496  HISTORY     - 1979     MONUMENTED       FLDT
 AS0496  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0496
 AS0496                          STATION DESCRIPTION
 AS0496
 AS0496'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0496'2 MI WEST FROM EASTPOINT.
 AS0496'FROM THE POST OFFICE AT EASTPOINT, GO 2 MILES WEST ALONG U. S.
 AS0496'HIGHWAYS 98 AND 319, ABOUT 0.2 MILE EAST OF THE EAST END OF THE GORRIE
 AS0496'MEMORIAL BRIDGE. IT IS SET IN THE TOP OF A 4 INCH BY 4 INCH SQUARE
 AS0496'CONCRETE POST, 143.4 FEET NORTHEAST OF POWER POLE, NUMBER 56X-2444R,
 AS0496'55 FEET NORTH OF THE CENTER OF U. S. HIGHWAY 98 AND 21.4 FEET SOUTH
 AS0496'OF A CONCRETE SEAWALL.
 AS0496'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0496
 AS0496                          STATION RECOVERY (1997)
 AS0496
 AS0496'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0495 ***********************************************************************
 AS0495  DESIGNATION -  49 79 A 09 FLDT
 AS0495  PID         -  AS0495
 AS0495  STATE/COUNTY-  FL/FRANKLIN
 AS0495  USGS QUAD   -  APALACHICOLA (1982)
 AS0495
 AS0495                         *CURRENT SURVEY CONTROL
 AS0495  ___________________________________________________________________
 AS0495* NAD 83(1986)-  29 44 05.     (N)    084 54 35.     (W)     SCALED    
 AS0495* NAVD 88     -         1.487  (meters)       4.88   (feet)  ADJUSTED  
 AS0495  ___________________________________________________________________
 AS0495  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AS0495  DYNAMIC HT  -           1.485 (meters)       4.87  (feet)  COMP
 AS0495  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 AS0495
 AS0495  VERT ORDER  -  SECOND    CLASS I
 AS0495
 AS0495.The horizontal coordinates were scaled from a topographic map and have
 AS0495.an estimated accuracy of +/- 6 seconds.
 AS0495
 AS0495.The orthometric height was determined by differential leveling
 AS0495.and adjusted by the National Geodetic Survey in June 1991..
 AS0495
 AS0495.The geoid height was determined by GEOID03.
 AS0495
 AS0495.The dynamic height is computed by dividing the NAVD 88
 AS0495.geopotential number by the normal gravity value computed on the
 AS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0495.degrees latitude (g = 980.6199 gals.).
 AS0495
 AS0495.The modeled gravity was interpolated from observed gravity values.
 AS0495
 AS0495;                    North         East    Units  Estimated Accuracy
 AS0495;SPC FL N     -    81,510.      560,360.      MT  (+/- 180 meters Scaled)
 AS0495
 AS0495                          SUPERSEDED SURVEY CONTROL
 AS0495
 AS0495.No superseded survey control is available for this station.
 AS0495
 AS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT021912(NAD 83)
 AS0495_MARKER: DD = SURVEY DISK
 AS0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0495_SP_SET: CONCRETE POST
 AS0495_STAMPING: 49 79 A09
 AS0495_MARK LOGO: FLDT  
 AS0495_PROJECTION: RECESSED 3 CENTIMETERS
 AS0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0495+STABILITY: SURFACE MOTION
 AS0495
 AS0495  HISTORY     - Date     Condition        Report By
 AS0495  HISTORY     - 1979     MONUMENTED       FLDT
 AS0495  HISTORY     - 1983     GOOD             FLDNR
 AS0495  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0495
 AS0495                          STATION DESCRIPTION
 AS0495
 AS0495'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0495'1.8 MI WEST FROM EASTPOINT.
 AS0495'FROM THE POST OFFICE AT EASTPOINT, GO 1.8 MILE WEST ALONG U. S.
 AS0495'HIGHWAYS 98 AND 319, ABOUT 0.4 MILE EAST OF THE EAST END OF THE GORRIE
 AS0495'MEMORIAL BRIDGE. IT IS SET IN THE TOP OF A 4 INCH BY 4 INCH SQUARE
 AS0495'CONCRETE POST, 147.5 FEET NORTHWEST OF POWER POLE NUMBER 56X-2441R,
 AS0495'42 FEET EAST OF A 15 INCH CABBAGE PALM TREE, 55.3 FEET NORTH OF THE
 AS0495'CENTER OF U. S. HIGHWAY 98 AND 19 FEET SOUTH OF A CONCRETE SEAWALL.
 AS0495'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0495
 AS0495                          STATION RECOVERY (1983)
 AS0495
 AS0495'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0495'RECOVERED IN GOOD CONDITION.
 AS0495
 AS0495                          STATION RECOVERY (1997)
 AS0495
 AS0495'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0497 ***********************************************************************
 AS0497  DESIGNATION -  49 79 A 10 FLDT
 AS0497  PID         -  AS0497
 AS0497  STATE/COUNTY-  FL/FRANKLIN
 AS0497  USGS QUAD   -  APALACHICOLA (1982)
 AS0497
 AS0497                         *CURRENT SURVEY CONTROL
 AS0497  ___________________________________________________________________
 AS0497* NAD 83(1986)-  29 44 02.     (N)    084 54 57.     (W)     SCALED    
 AS0497* NAVD 88     -         1.909  (meters)       6.26   (feet)  ADJUSTED  
 AS0497  ___________________________________________________________________
 AS0497  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0497  DYNAMIC HT  -           1.907 (meters)       6.26  (feet)  COMP
 AS0497  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0497
 AS0497  VERT ORDER  -  SECOND    CLASS I
 AS0497
 AS0497.The horizontal coordinates were scaled from a topographic map and have
 AS0497.an estimated accuracy of +/- 6 seconds.
 AS0497
 AS0497.The orthometric height was determined by differential leveling
 AS0497.and adjusted by the National Geodetic Survey in June 1991..
 AS0497
 AS0497.The geoid height was determined by GEOID03.
 AS0497
 AS0497.The dynamic height is computed by dividing the NAVD 88
 AS0497.geopotential number by the normal gravity value computed on the
 AS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0497.degrees latitude (g = 980.6199 gals.).
 AS0497
 AS0497.The modeled gravity was interpolated from observed gravity values.
 AS0497
 AS0497;                    North         East    Units  Estimated Accuracy
 AS0497;SPC FL N     -    81,420.      559,770.      MT  (+/- 180 meters Scaled)
 AS0497
 AS0497                          SUPERSEDED SURVEY CONTROL
 AS0497
 AS0497.No superseded survey control is available for this station.
 AS0497
 AS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT015911(NAD 83)
 AS0497_MARKER: DD = SURVEY DISK
 AS0497_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AS0497+WITH SETTING: PAVEMENT
 AS0497_SP_SET: CONCRETE PLATFORM
 AS0497_STAMPING: 49 79 A10
 AS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0497+STABILITY: SURFACE MOTION
 AS0497
 AS0497  HISTORY     - Date     Condition        Report By
 AS0497  HISTORY     - 1979     MONUMENTED       FLDT
 AS0497  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0497
 AS0497                          STATION DESCRIPTION
 AS0497
 AS0497'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0497'2.2 MI WEST FROM EASTPOINT.
 AS0497'FROM THE POST OFFICE AT EASTPOINT, GO 2.2 MILES WEST ALONG U. S.
 AS0497'HIGHWAYS 98 AND 319, ABOUT 300 FEET EAST OF EAST END OF THE GORRIE
 AS0497'MEMORIAL BRIDGE. IT IS SET IN THE SOUTHWEST CORNER OF THE CONCRETE
 AS0497'BASE FOR THE REBECCA HICKEY WAYSIDE PARK MEMORIAL, 94 FEET WEST OF THE
 AS0497'SOUTHWEST CORNER OF THE PICNIC TABLE SHELTER, 43.8 FEET NORTH OF THE
 AS0497'CENTER OD U. S. HIGHWAY 98 AND 32.7 FEET SOUTH OF THE SOUTH EDGE OF
 AS0497'THE CONCRETE SEAWALL.
 AS0497
 AS0497                          STATION RECOVERY (1986)
 AS0497
 AS0497'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0494 ***********************************************************************
 AS0494  DESIGNATION -  49 79 A 11 FLDT
 AS0494  PID         -  AS0494
 AS0494  STATE/COUNTY-  FL/FRANKLIN
 AS0494  USGS QUAD   -  APALACHICOLA (1982)
 AS0494
 AS0494                         *CURRENT SURVEY CONTROL
 AS0494  ___________________________________________________________________
 AS0494* NAD 83(1986)-  29 44 06.     (N)    084 54 10.     (W)     SCALED    
 AS0494* NAVD 88     -         2.035  (meters)       6.68   (feet)  ADJUSTED  
 AS0494  ___________________________________________________________________
 AS0494  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AS0494  DYNAMIC HT  -           2.032 (meters)       6.67  (feet)  COMP
 AS0494  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 AS0494
 AS0494  VERT ORDER  -  SECOND    CLASS I
 AS0494
 AS0494.The horizontal coordinates were scaled from a topographic map and have
 AS0494.an estimated accuracy of +/- 6 seconds.
 AS0494
 AS0494.The orthometric height was determined by differential leveling
 AS0494.and adjusted by the National Geodetic Survey in June 1991..
 AS0494
 AS0494.The geoid height was determined by GEOID03.
 AS0494
 AS0494.The dynamic height is computed by dividing the NAVD 88
 AS0494.geopotential number by the normal gravity value computed on the
 AS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0494.degrees latitude (g = 980.6199 gals.).
 AS0494
 AS0494.The modeled gravity was interpolated from observed gravity values.
 AS0494
 AS0494;                    North         East    Units  Estimated Accuracy
 AS0494;SPC FL N     -    81,540.      561,040.      MT  (+/- 180 meters Scaled)
 AS0494
 AS0494                          SUPERSEDED SURVEY CONTROL
 AS0494
 AS0494.No superseded survey control is available for this station.
 AS0494
 AS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT028912(NAD 83)
 AS0494_MARKER: DD = SURVEY DISK
 AS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0494_SP_SET: CONCRETE POST
 AS0494_STAMPING: 49 79 A11
 AS0494_MARK LOGO: FLDT  
 AS0494_PROJECTION: RECESSED 5 CENTIMETERS
 AS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0494+STABILITY: SURFACE MOTION
 AS0494
 AS0494  HISTORY     - Date     Condition        Report By
 AS0494  HISTORY     - 1979     MONUMENTED       FLDT
 AS0494  HISTORY     - 1983     GOOD             FLDNR
 AS0494  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0494
 AS0494                          STATION DESCRIPTION
 AS0494
 AS0494'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0494'1.4 MI WEST FROM EASTPOINT.
 AS0494'FROM THE POST OFFICE AT EASTPOINT, GO 1.4 MILE WEST ALONG U. S.
 AS0494'HIGHWAYS 98 AND 319, ABOUT 0.8 MILE EAST OF EAST END OF THE GORRIE
 AS0494'MEMORIAL BRIDGE. IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 AS0494'POST, 45.2 FEET NORTHEAST OF POINT OF INTERSECTION OF SOUTH CONCRETE
 AS0494'SEAWALL, 44.7 FEET SOUTH OF CENTER OF U. S. HIGHWAY 98, 9.3 FEET NORTH
 AS0494'OF POWER POLE, NUMBER 56X2436R, AND 2.5 FEET NORTH OF A METAL WITNESS
 AS0494'POST.
 AS0494'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AS0494
 AS0494                          STATION RECOVERY (1983)
 AS0494
 AS0494'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0494'RECOVERED IN GOOD CONDITION.
 AS0494
 AS0494                          STATION RECOVERY (1997)
 AS0494
 AS0494'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0493 ***********************************************************************
 AS0493  DESIGNATION -  49 79 A 12 FLDT
 AS0493  PID         -  AS0493
 AS0493  STATE/COUNTY-  FL/FRANKLIN
 AS0493  USGS QUAD   -  APALACHICOLA (1982)
 AS0493
 AS0493                         *CURRENT SURVEY CONTROL
 AS0493  ___________________________________________________________________
 AS0493* NAD 83(1986)-  29 44 09.     (N)    084 53 24.     (W)     SCALED    
 AS0493* NAVD 88     -         4.590  (meters)      15.06   (feet)  ADJUSTED  
 AS0493  ___________________________________________________________________
 AS0493  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0493  DYNAMIC HT  -           4.584 (meters)      15.04  (feet)  COMP
 AS0493  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 AS0493
 AS0493  VERT ORDER  -  SECOND    CLASS I
 AS0493
 AS0493.The horizontal coordinates were scaled from a topographic map and have
 AS0493.an estimated accuracy of +/- 6 seconds.
 AS0493
 AS0493.The orthometric height was determined by differential leveling
 AS0493.and adjusted by the National Geodetic Survey in June 1991..
 AS0493
 AS0493.The geoid height was determined by GEOID03.
 AS0493
 AS0493.The dynamic height is computed by dividing the NAVD 88
 AS0493.geopotential number by the normal gravity value computed on the
 AS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0493.degrees latitude (g = 980.6199 gals.).
 AS0493
 AS0493.The modeled gravity was interpolated from observed gravity values.
 AS0493
 AS0493;                    North         East    Units  Estimated Accuracy
 AS0493;SPC FL N     -    81,630.      562,270.      MT  (+/- 180 meters Scaled)
 AS0493
 AS0493                          SUPERSEDED SURVEY CONTROL
 AS0493
 AS0493.No superseded survey control is available for this station.
 AS0493
 AS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT040913(NAD 83)
 AS0493_MARKER: DD = SURVEY DISK
 AS0493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0493_SP_SET: CONCRETE HEADWALL
 AS0493_STAMPING: 49 79 A12
 AS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0493+STABILITY: SURFACE MOTION
 AS0493
 AS0493  HISTORY     - Date     Condition        Report By
 AS0493  HISTORY     - 1979     MONUMENTED       FLDT
 AS0493  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AS0493
 AS0493                          STATION DESCRIPTION
 AS0493
 AS0493'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0493'0.6 MI WEST FROM EASTPOINT.
 AS0493'FROM THE POST OFFICE AT EASTPOINT, GO 0.6 MILE WEST ALONG U. S.
 AS0493'HIGHWAYS 98 AND 319, ABOUT 0.1 MILE WEST OF TOLL HIGHWAY TO ST. GEORGE
 AS0493'ISLAND. IT IS SET IN THE TOP OF A CONCRETE HEADWALL, 104 FEET EAST OF
 AS0493'A 45 MILES PER HOUR SIGN POST, 16.2 FEET SOUTH OF THE CENTER OF U. S.
 AS0493'HIGHWAY 98, 3.3 FEET EAST OF A METAL REFLECTOR POST AND 0.5 FOOT WEST
 AS0493'OF THE EAST END OF THE CONCRETE HEADWALL.
 AS0493
 AS0493                          STATION RECOVERY (1997)
 AS0493
 AS0493'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0492 ***********************************************************************
 AS0492  DESIGNATION -  49 79 A 13 FLDT
 AS0492  PID         -  AS0492
 AS0492  STATE/COUNTY-  FL/FRANKLIN
 AS0492  USGS QUAD   -  APALACHICOLA (1982)
 AS0492
 AS0492                         *CURRENT SURVEY CONTROL
 AS0492  ___________________________________________________________________
 AS0492* NAD 83(1986)-  29 44 17.     (N)    084 52 36.     (W)     SCALED    
 AS0492* NAVD 88     -         1.703  (meters)       5.59   (feet)  ADJUSTED  
 AS0492  ___________________________________________________________________
 AS0492  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0492  DYNAMIC HT  -           1.701 (meters)       5.58  (feet)  COMP
 AS0492  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 AS0492
 AS0492  VERT ORDER  -  SECOND    CLASS I
 AS0492
 AS0492.The horizontal coordinates were scaled from a topographic map and have
 AS0492.an estimated accuracy of +/- 6 seconds.
 AS0492
 AS0492.The orthometric height was determined by differential leveling
 AS0492.and adjusted by the National Geodetic Survey in June 1991..
 AS0492
 AS0492.The geoid height was determined by GEOID03.
 AS0492
 AS0492.The dynamic height is computed by dividing the NAVD 88
 AS0492.geopotential number by the normal gravity value computed on the
 AS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0492.degrees latitude (g = 980.6199 gals.).
 AS0492
 AS0492.The modeled gravity was interpolated from observed gravity values.
 AS0492
 AS0492;                    North         East    Units  Estimated Accuracy
 AS0492;SPC FL N     -    81,870.      563,560.      MT  (+/- 180 meters Scaled)
 AS0492
 AS0492                          SUPERSEDED SURVEY CONTROL
 AS0492
 AS0492.No superseded survey control is available for this station.
 AS0492
 AS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT053916(NAD 83)
 AS0492_MARKER: DD = SURVEY DISK
 AS0492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0492_SP_SET: CONCRETE HEADWALL
 AS0492_STAMPING: 49 79 A13
 AS0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0492+STABILITY: SURFACE MOTION
 AS0492
 AS0492  HISTORY     - Date     Condition        Report By
 AS0492  HISTORY     - 1979     MONUMENTED       FLDT
 AS0492  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AS0492
 AS0492                          STATION DESCRIPTION
 AS0492
 AS0492'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0492'0.2 MI NE FROM EASTPOINT.
 AS0492'FROM THE POST OFFICE AT EASTPOINT, GO 0.2 MILES NORTHEAST ALONG U. S.
 AS0492'HIGHWAYS 98 AND 319 TO JUNCTION OF SHULER AVENUE LEADING NORTH. IT IS
 AS0492'SET IN THE TOP OF A CONCRETE HEADWALL, 33 FEET NORTH OF THE CENTER OF
 AS0492'U. S. HIGHWAY 98, 29.5 FEET EAST OF THE CENTER OF SHULER AVENUE, 17.6
 AS0492'FEET SOUTH OF A POWER POLE, NUMBER 56X2619R, 9.8 FEET SOUTH OF A
 AS0492'TELEPHONE POLE AND 4.3 FEET SOUTH OF THE NORTH END OF THE CONCRETE
 AS0492'HEADWALL.
 AS0492
 AS0492                          STATION RECOVERY (1997)
 AS0492
 AS0492'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0491 ***********************************************************************
 AS0491  DESIGNATION -  49 79 A 14 FLDT
 AS0491  PID         -  AS0491
 AS0491  STATE/COUNTY-  FL/FRANKLIN
 AS0491  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0491
 AS0491                         *CURRENT SURVEY CONTROL
 AS0491  ___________________________________________________________________
 AS0491* NAD 83(1986)-  29 44 38.     (N)    084 51 58.     (W)     SCALED    
 AS0491* NAVD 88     -         2.429  (meters)       7.97   (feet)  ADJUSTED  
 AS0491  ___________________________________________________________________
 AS0491  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0491  DYNAMIC HT  -           2.426 (meters)       7.96  (feet)  COMP
 AS0491  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 AS0491
 AS0491  VERT ORDER  -  SECOND    CLASS I
 AS0491
 AS0491.The horizontal coordinates were scaled from a topographic map and have
 AS0491.an estimated accuracy of +/- 6 seconds.
 AS0491
 AS0491.The orthometric height was determined by differential leveling
 AS0491.and adjusted by the National Geodetic Survey in June 1991..
 AS0491
 AS0491.The geoid height was determined by GEOID03.
 AS0491
 AS0491.The dynamic height is computed by dividing the NAVD 88
 AS0491.geopotential number by the normal gravity value computed on the
 AS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0491.degrees latitude (g = 980.6199 gals.).
 AS0491
 AS0491.The modeled gravity was interpolated from observed gravity values.
 AS0491
 AS0491;                    North         East    Units  Estimated Accuracy
 AS0491;SPC FL N     -    82,520.      564,590.      MT  (+/- 180 meters Scaled)
 AS0491
 AS0491                          SUPERSEDED SURVEY CONTROL
 AS0491
 AS0491.No superseded survey control is available for this station.
 AS0491
 AS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT063923(NAD 83)
 AS0491_MARKER: DD = SURVEY DISK
 AS0491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0491_SP_SET: CONCRETE HEADWALL
 AS0491_STAMPING: 49 79 A14
 AS0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0491+STABILITY: SURFACE MOTION
 AS0491
 AS0491  HISTORY     - Date     Condition        Report By
 AS0491  HISTORY     - 1979     MONUMENTED       FLDT
 AS0491  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AS0491
 AS0491                          STATION DESCRIPTION
 AS0491
 AS0491'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0491'1 MI NE FROM EASTPOINT.
 AS0491'FROM THE POST OFFICE AT EASTPOINT, GO 1 MILE NORTHEAST ALONG U. S.
 AS0491'HIGHWAYS 98 AND 319 TO JUNCTION OF SIXTH STREET LEADING NORTH. IT IS
 AS0491'SET IN THE TOP OF A CONCRETE HEADWALL, 30.4 FEET NORTH OF THE CENTER
 AS0491'OF U. S. HIGHWAY 98, 27.3 FEET EAST OF THE CENTER OF SIXTH STREET,
 AS0491'20.5 FEET SOUTH SOUTHWEST OF A CHAIN LINK FENCE CORNER POST AND 0.6
 AS0491'FOOT SOUTH OF THE NORTH END OF THE CONCRETE HEADWALL.
 AS0491
 AS0491                          STATION RECOVERY (1997)
 AS0491
 AS0491'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0490 ***********************************************************************
 AS0490  DESIGNATION -  49 79 A 15 FLDT
 AS0490  PID         -  AS0490
 AS0490  STATE/COUNTY-  FL/FRANKLIN
 AS0490  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0490
 AS0490                         *CURRENT SURVEY CONTROL
 AS0490  ___________________________________________________________________
 AS0490* NAD 83(1986)-  29 44 59.     (N)    084 51 03.     (W)     SCALED    
 AS0490* NAVD 88     -         3.494  (meters)      11.46   (feet)  ADJUSTED  
 AS0490  ___________________________________________________________________
 AS0490  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0490  DYNAMIC HT  -           3.489 (meters)      11.45  (feet)  COMP
 AS0490  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 AS0490
 AS0490  VERT ORDER  -  SECOND    CLASS I
 AS0490
 AS0490.The horizontal coordinates were scaled from a topographic map and have
 AS0490.an estimated accuracy of +/- 6 seconds.
 AS0490
 AS0490.The orthometric height was determined by differential leveling
 AS0490.and adjusted by the National Geodetic Survey in June 1991..
 AS0490
 AS0490.The geoid height was determined by GEOID03.
 AS0490
 AS0490.The dynamic height is computed by dividing the NAVD 88
 AS0490.geopotential number by the normal gravity value computed on the
 AS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0490.degrees latitude (g = 980.6199 gals.).
 AS0490
 AS0490.The modeled gravity was interpolated from observed gravity values.
 AS0490
 AS0490;                    North         East    Units  Estimated Accuracy
 AS0490;SPC FL N     -    83,160.      566,070.      MT  (+/- 180 meters Scaled)
 AS0490
 AS0490                          SUPERSEDED SURVEY CONTROL
 AS0490
 AS0490.No superseded survey control is available for this station.
 AS0490
 AS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT078929(NAD 83)
 AS0490_MARKER: DD = SURVEY DISK
 AS0490_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0490_SP_SET: CONCRETE HEADWALL
 AS0490_STAMPING: 49 79 A15
 AS0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0490+STABILITY: SURFACE MOTION
 AS0490
 AS0490  HISTORY     - Date     Condition        Report By
 AS0490  HISTORY     - 1979     MONUMENTED       FLDT
 AS0490  HISTORY     - 1986     GOOD             USPSQD
 AS0490  HISTORY     - 1989     GOOD             USPSQD
 AS0490  HISTORY     - 19971114 GOOD             USPSQD
 AS0490
 AS0490                          STATION DESCRIPTION
 AS0490
 AS0490'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0490'2.0 MI NE FROM EASTPOINT.
 AS0490'FROM THE POST OFFICE AT EASTPOINT, GO 2 MILES NORTHEAST ALONG U. S.
 AS0490'HIGHWAYS 98 AND 319 TO THE PORTERS BAR CREEK BRIDGE. IT IS SET IN THE
 AS0490'TOP OF THE WEST END OF THE SOUTH BRIDGERAIL, 51 FEET SOUTH OF A
 AS0490'TELEPHONE POLE NUMBER 28A, 20.5 FEET SOUTH OF THE CENTER OF U.S.
 AS0490'HIGHWAY 98 AND 1.2 FEET EAST OF THE WEST END OF THE SOUTH BRIDGERAIL.
 AS0490'THE MARK IS 3 FT ABOVE HIGHWAY.
 AS0490
 AS0490                          STATION RECOVERY (1986)
 AS0490
 AS0490'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0490'RECOVERED IN GOOD CONDITION.
 AS0490
 AS0490                          STATION RECOVERY (1989)
 AS0490
 AS0490'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0490'RECOVERED IN GOOD CONDITION.
 AS0490
 AS0490                          STATION RECOVERY (1997)
 AS0490
 AS0490'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0489 ***********************************************************************
 AS0489  DESIGNATION -  49 79 A 16 FLDT
 AS0489  PID         -  AS0489
 AS0489  STATE/COUNTY-  FL/FRANKLIN
 AS0489  USGS QUAD   -  GREEN POINT (1982)
 AS0489
 AS0489                         *CURRENT SURVEY CONTROL
 AS0489  ___________________________________________________________________
 AS0489* NAD 83(1986)-  29 45 16.     (N)    084 50 27.     (W)     SCALED    
 AS0489* NAVD 88     -         1.961  (meters)       6.43   (feet)  ADJUSTED  
 AS0489  ___________________________________________________________________
 AS0489  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0489  DYNAMIC HT  -           1.958 (meters)       6.42  (feet)  COMP
 AS0489  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 AS0489
 AS0489  VERT ORDER  -  SECOND    CLASS I
 AS0489
 AS0489.The horizontal coordinates were scaled from a topographic map and have
 AS0489.an estimated accuracy of +/- 6 seconds.
 AS0489
 AS0489.The orthometric height was determined by differential leveling
 AS0489.and adjusted by the National Geodetic Survey in June 1991..
 AS0489
 AS0489.The geoid height was determined by GEOID03.
 AS0489
 AS0489.The dynamic height is computed by dividing the NAVD 88
 AS0489.geopotential number by the normal gravity value computed on the
 AS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0489.degrees latitude (g = 980.6199 gals.).
 AS0489
 AS0489.The modeled gravity was interpolated from observed gravity values.
 AS0489
 AS0489;                    North         East    Units  Estimated Accuracy
 AS0489;SPC FL N     -    83,680.      567,030.      MT  (+/- 180 meters Scaled)
 AS0489
 AS0489                          SUPERSEDED SURVEY CONTROL
 AS0489
 AS0489.No superseded survey control is available for this station.
 AS0489
 AS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT087935(NAD 83)
 AS0489_MARKER: DD = SURVEY DISK
 AS0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0489_SP_SET: CONCRETE POST
 AS0489_STAMPING: 49 79 A16
 AS0489_PROJECTION: RECESSED 5 CENTIMETERS
 AS0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0489+STABILITY: SURFACE MOTION
 AS0489
 AS0489  HISTORY     - Date     Condition        Report By
 AS0489  HISTORY     - 1979     MONUMENTED       FLDT
 AS0489  HISTORY     - 1986     GOOD             USPSQD
 AS0489  HISTORY     - 19971114 GOOD             USPSQD
 AS0489
 AS0489                          STATION DESCRIPTION
 AS0489
 AS0489'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0489'2.6 MI NE FROM EASTPOINT.
 AS0489'FROM THE POST OFFICE AT EASTPOINT, GO 2.6 MILES NORTHEAST ALONG U. S.
 AS0489'HIGHWAYS 98 AND 319 TO THE EASTPOINT ASSEMBLY OF GOD CHURCH. IT IS SET
 AS0489'IN TOP OF A 12 INCH ROUND CONCRETE POST, 85.2 FEET EAST OF THE SOUTH
 AS0489'END OF THE EASTPOINT ASSEMBLY OF GOD CHURCH SIGN, 49 FEET NORTH OF THE
 AS0489'CENTER OF U. S. HIGHWAY 98, 20 FEET EAST OF THE CENTER OF A DIRT
 AS0489'DRIVEWAY LEADING NORTH TO THE CHURCH AND 15.7 FEET NORTH NORTHWEST OF
 AS0489'A POWER POLE.
 AS0489'THE MARK IS 2 FT  S FROM A WITNESS POST.
 AS0489
 AS0489                          STATION RECOVERY (1986)
 AS0489
 AS0489'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0489'RECOVERED IN GOOD CONDITION.
 AS0489
 AS0489                          STATION RECOVERY (1997)
 AS0489
 AS0489'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0499 ***********************************************************************
 AS0499  DESIGNATION -  49 79 A 17 FLDT
 AS0499  PID         -  AS0499
 AS0499  STATE/COUNTY-  FL/FRANKLIN
 AS0499  USGS QUAD   -  APALACHICOLA (1982)
 AS0499
 AS0499                         *CURRENT SURVEY CONTROL
 AS0499  ___________________________________________________________________
 AS0499* NAD 83(1986)-  29 44 01.     (N)    084 54 59.     (W)     SCALED    
 AS0499* NAVD 88     -         3.654  (meters)      11.99   (feet)  ADJUSTED  
 AS0499  ___________________________________________________________________
 AS0499  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0499  DYNAMIC HT  -           3.649 (meters)      11.97  (feet)  COMP
 AS0499  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 AS0499
 AS0499  VERT ORDER  -  SECOND    CLASS I
 AS0499
 AS0499.The horizontal coordinates were scaled from a topographic map and have
 AS0499.an estimated accuracy of +/- 6 seconds.
 AS0499
 AS0499.The orthometric height was determined by differential leveling
 AS0499.and adjusted by the National Geodetic Survey in June 1991..
 AS0499
 AS0499.The geoid height was determined by GEOID03.
 AS0499
 AS0499.The dynamic height is computed by dividing the NAVD 88
 AS0499.geopotential number by the normal gravity value computed on the
 AS0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0499.degrees latitude (g = 980.6199 gals.).
 AS0499
 AS0499.The modeled gravity was interpolated from observed gravity values.
 AS0499
 AS0499;                    North         East    Units  Estimated Accuracy
 AS0499;SPC FL N     -    81,390.      559,720.      MT  (+/- 180 meters Scaled)
 AS0499
 AS0499                          SUPERSEDED SURVEY CONTROL
 AS0499
 AS0499.No superseded survey control is available for this station.
 AS0499
 AS0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT015910(NAD 83)
 AS0499_MARKER: DD = SURVEY DISK
 AS0499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AS0499_SP_SET: CONCRETE BRIDGERAIL
 AS0499_STAMPING: 49 79 A17
 AS0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0499
 AS0499  HISTORY     - Date     Condition        Report By
 AS0499  HISTORY     - 1979     MONUMENTED       FLDT
 AS0499  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0499
 AS0499                          STATION DESCRIPTION
 AS0499
 AS0499'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0499'2.2 MI WEST FROM EASTPOINT.
 AS0499'FROM THE POST OFFICE AT EASTPOINT, GO 2.2 MILES WEST ALONG U. S.
 AS0499'HIGHWAYS 98 AND 319 TO THE EAST END OF THE GORRIE MEMORIAL BRIDGE. IT
 AS0499'IS SET IN THE BOTTOM PART OF THE CONCRETE BRIDGERAIL, 12.3 FEET SOUTH
 AS0499'OF THE CENTER OF U. S. HIGHWAY 98, 5.5 FEET NORTH OF THE SOUTH EDGE OF
 AS0499'A WOOD WALKWAY AND 0.5 FOOT WEST OF THE EAST END OF THE SOUTH
 AS0499'BRIDGERAIL.
 AS0499
 AS0499                          STATION RECOVERY (1997)
 AS0499
 AS0499'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0536 ***********************************************************************
 AS0536  DESIGNATION -  49 80 A01
 AS0536  PID         -  AS0536
 AS0536  STATE/COUNTY-  FL/FRANKLIN
 AS0536  USGS QUAD   -  WEST PASS (1992)
 AS0536
 AS0536                         *CURRENT SURVEY CONTROL
 AS0536  ___________________________________________________________________
 AS0536* NAD 83(1986)-  29 37 35.     (N)    085 05 44.     (W)     SCALED    
 AS0536* NAVD 88     -         2.949  (meters)       9.68   (feet)  ADJUSTED  
 AS0536  ___________________________________________________________________
 AS0536  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AS0536  DYNAMIC HT  -           2.945 (meters)       9.66  (feet)  COMP
 AS0536  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 AS0536
 AS0536  VERT ORDER  -  SECOND    CLASS I
 AS0536
 AS0536.The horizontal coordinates were scaled from a topographic map and have
 AS0536.an estimated accuracy of +/- 6 seconds.
 AS0536
 AS0536.The orthometric height was determined by differential leveling
 AS0536.and adjusted by the National Geodetic Survey in June 1991..
 AS0536
 AS0536.The geoid height was determined by GEOID03.
 AS0536
 AS0536.The dynamic height is computed by dividing the NAVD 88
 AS0536.geopotential number by the normal gravity value computed on the
 AS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0536.degrees latitude (g = 980.6199 gals.).
 AS0536
 AS0536.The modeled gravity was interpolated from observed gravity values.
 AS0536
 AS0536;                    North         East    Units  Estimated Accuracy
 AS0536;SPC FL N     -    69,590.      542,320.      MT  (+/- 180 meters Scaled)
 AS0536
 AS0536                          SUPERSEDED SURVEY CONTROL
 AS0536
 AS0536.No superseded survey control is available for this station.
 AS0536
 AS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT843789(NAD 83)
 AS0536_MARKER: DB = BENCH MARK DISK
 AS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0536_SP_SET: CONCRETE POST
 AS0536_STAMPING: 49 80 A01
 AS0536_MARK LOGO: FLDNR 
 AS0536_PROJECTION: RECESSED 15 CENTIMETERS
 AS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0536+STABILITY: SURFACE MOTION
 AS0536
 AS0536  HISTORY     - Date     Condition        Report By
 AS0536  HISTORY     - 1980     MONUMENTED       FLDT
 AS0536  HISTORY     - 1987     GOOD             FLDNR
 AS0536  HISTORY     - 19980518 POOR             USPSQD
 AS0536
 AS0536                          STATION DESCRIPTION
 AS0536
 AS0536'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0536'9.75 MI SW FROM APALACHICOLA.
 AS0536'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 4.0 MILES
 AS0536'NORTHWEST ALONG THE BEACH TO THE END OF THE ISLAND AND THE MARK.  THE
 AS0536'MARK IS SET ATOP A LOW SAND DUNE, BEHIND THE HIGHEST DUNES AT THE END
 AS0536'OF THE ISLAND.  THE MARK IS EAST OF THE NORTH OF THE TREE LINE.  THE
 AS0536'MARK BEARS 94.5 FEET SOUTHWEST OF A LOW 12 INCH PINE TREE, 108.0 FEET
 AS0536'EAST OF A LONE 5 INCH PINE TREE, 38.1 FEET SOUTHWEST OF MARK 49 80
 AS0536'A01 RM1 45.5 FEET SOUTHEAST OF 49 80 A01 RM2, AND 942.4 FEET
 AS0536'NORTH-NORTHWEST OF 49 80 A02.
 AS0536'THE MARK IS 4.6 FT  E FROM A WITNESS POST.
 AS0536
 AS0536                          STATION RECOVERY (1998)
 AS0536
 AS0536'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0536'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0537 ***********************************************************************
 AS0537  DESIGNATION -  49 80 A02
 AS0537  PID         -  AS0537
 AS0537  STATE/COUNTY-  FL/FRANKLIN
 AS0537  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0537
 AS0537                         *CURRENT SURVEY CONTROL
 AS0537  ___________________________________________________________________
 AS0537* NAD 83(1986)-  29 37 21.     (N)    085 05 40.     (W)     SCALED    
 AS0537* NAVD 88     -         1.839  (meters)       6.03   (feet)  ADJUSTED  
 AS0537  ___________________________________________________________________
 AS0537  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0537  DYNAMIC HT  -           1.837 (meters)       6.03  (feet)  COMP
 AS0537  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 AS0537
 AS0537  VERT ORDER  -  SECOND    CLASS I
 AS0537
 AS0537.The horizontal coordinates were scaled from a topographic map and have
 AS0537.an estimated accuracy of +/- 6 seconds.
 AS0537
 AS0537.The orthometric height was determined by differential leveling
 AS0537.and adjusted by the National Geodetic Survey in June 1991..
 AS0537
 AS0537.The geoid height was determined by GEOID03.
 AS0537
 AS0537.The dynamic height is computed by dividing the NAVD 88
 AS0537.geopotential number by the normal gravity value computed on the
 AS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0537.degrees latitude (g = 980.6199 gals.).
 AS0537
 AS0537.The modeled gravity was interpolated from observed gravity values.
 AS0537
 AS0537;                    North         East    Units  Estimated Accuracy
 AS0537;SPC FL N     -    69,150.      542,430.      MT  (+/- 180 meters Scaled)
 AS0537
 AS0537                          SUPERSEDED SURVEY CONTROL
 AS0537
 AS0537.No superseded survey control is available for this station.
 AS0537
 AS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT844784(NAD 83)
 AS0537_MARKER: DB = BENCH MARK DISK
 AS0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0537_SP_SET: CONCRETE POST
 AS0537_STAMPING: 49 80 A02
 AS0537_MARK LOGO: FLDNR 
 AS0537_PROJECTION: RECESSED 8 CENTIMETERS
 AS0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0537+STABILITY: SURFACE MOTION
 AS0537
 AS0537  HISTORY     - Date     Condition        Report By
 AS0537  HISTORY     - 1985     MONUMENTED       FLDT
 AS0537  HISTORY     - 1987     GOOD             FLDNR
 AS0537
 AS0537                          STATION DESCRIPTION
 AS0537
 AS0537'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0537'9.75 MI SW FROM APALACHICOLA.
 AS0537'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 3.6 MILES
 AS0537'NORTHWEST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED IN A LOW
 AS0537'FLAT AREA.  THE MARK BEARS ABOUT 450 FEET NORTHEAST OF THE HIGH WATER
 AS0537'LINE, 50 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF MARSHLINE, 72.5 FEET
 AS0537'SOUTHEAST OF A SMALL PINE BUSH, 8.7 FEET NORTHWEST OF A SMALL PINE
 AS0537'BUSH, 327.1 FEET NORTHEAST OF MARK Z 339 1977, 340.3 FEET NORTH OF R2
 AS0537'FRKLN 1973, AND 287.2 FEET SOUTH-SOUTHEAST OF 49 80 A01.
 AS0537'THE MARK IS 4.3 FT  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0538 ***********************************************************************
 AS0538  DESIGNATION -  49 80 A03
 AS0538  PID         -  AS0538
 AS0538  STATE/COUNTY-  FL/FRANKLIN
 AS0538  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0538
 AS0538                         *CURRENT SURVEY CONTROL
 AS0538  ___________________________________________________________________
 AS0538* NAD 83(1986)-  29 37 02.     (N)    085 05 09.     (W)     SCALED    
 AS0538* NAVD 88     -         5.724  (meters)      18.78   (feet)  ADJUSTED  
 AS0538  ___________________________________________________________________
 AS0538  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0538  DYNAMIC HT  -           5.717 (meters)      18.76  (feet)  COMP
 AS0538  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 AS0538
 AS0538  VERT ORDER  -  SECOND    CLASS I
 AS0538
 AS0538.The horizontal coordinates were scaled from a topographic map and have
 AS0538.an estimated accuracy of +/- 6 seconds.
 AS0538
 AS0538.The orthometric height was determined by differential leveling
 AS0538.and adjusted by the National Geodetic Survey in June 1991..
 AS0538
 AS0538.The geoid height was determined by GEOID03.
 AS0538
 AS0538.The dynamic height is computed by dividing the NAVD 88
 AS0538.geopotential number by the normal gravity value computed on the
 AS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0538.degrees latitude (g = 980.6199 gals.).
 AS0538
 AS0538.The modeled gravity was interpolated from observed gravity values.
 AS0538
 AS0538;                    North         East    Units  Estimated Accuracy
 AS0538;SPC FL N     -    68,560.      543,260.      MT  (+/- 180 meters Scaled)
 AS0538
 AS0538                          SUPERSEDED SURVEY CONTROL
 AS0538
 AS0538.No superseded survey control is available for this station.
 AS0538
 AS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT853779(NAD 83)
 AS0538_MARKER: DB = BENCH MARK DISK
 AS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0538_SP_SET: CONCRETE POST
 AS0538_STAMPING: 49 80 A03
 AS0538_MARK LOGO: FLDNR 
 AS0538_PROJECTION: RECESSED 15 CENTIMETERS
 AS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0538+STABILITY: SURFACE MOTION
 AS0538
 AS0538  HISTORY     - Date     Condition        Report By
 AS0538  HISTORY     - 1980     MONUMENTED       FLDT
 AS0538  HISTORY     - 1987     GOOD             FLDNR
 AS0538  HISTORY     - 19980518 MARK NOT FOUND   USPSQD
 AS0538
 AS0538                          STATION DESCRIPTION
 AS0538
 AS0538'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0538'9.8 MI SW FROM APALACHICOLA.
 AS0538'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 3.05 MILES
 AS0538'NORTHWEST ALONG THE BEACH TO THE MARK.  THE MARK IS SET ATOP A
 AS0538'PROMINENT, LONG NORTHWEST-SOUTHEAST SAND DUNE.  THE MARK BEARS 100.4
 AS0538'FEET NORTHWEST OF A VACATED POWER POLE WITH SPIKES ATTACHED TO THE
 AS0538'SIDES OF THE POLES.
 AS0538'THE MARK IS 4.0 FT  SSW FROM A WITNESS POST.
 AS0538
 AS0538                          STATION RECOVERY (1998)
 AS0538
 AS0538'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0539 ***********************************************************************
 AS0539  DESIGNATION -  49 80 A04
 AS0539  PID         -  AS0539
 AS0539  STATE/COUNTY-  FL/FRANKLIN
 AS0539  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0539
 AS0539                         *CURRENT SURVEY CONTROL
 AS0539  ___________________________________________________________________
 AS0539* NAD 83(1986)-  29 36 33.     (N)    085 04 19.     (W)     SCALED    
 AS0539* NAVD 88     -         3.685  (meters)      12.09   (feet)  ADJUSTED  
 AS0539  ___________________________________________________________________
 AS0539  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0539  DYNAMIC HT  -           3.680 (meters)      12.07  (feet)  COMP
 AS0539  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 AS0539
 AS0539  VERT ORDER  -  SECOND    CLASS I
 AS0539
 AS0539.The horizontal coordinates were scaled from a topographic map and have
 AS0539.an estimated accuracy of +/- 6 seconds.
 AS0539
 AS0539.The orthometric height was determined by differential leveling
 AS0539.and adjusted by the National Geodetic Survey in June 1991..
 AS0539
 AS0539.The geoid height was determined by GEOID03.
 AS0539
 AS0539.The dynamic height is computed by dividing the NAVD 88
 AS0539.geopotential number by the normal gravity value computed on the
 AS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0539.degrees latitude (g = 980.6199 gals.).
 AS0539
 AS0539.The modeled gravity was interpolated from observed gravity values.
 AS0539
 AS0539;                    North         East    Units  Estimated Accuracy
 AS0539;SPC FL N     -    67,660.      544,600.      MT  (+/- 180 meters Scaled)
 AS0539
 AS0539                          SUPERSEDED SURVEY CONTROL
 AS0539
 AS0539.No superseded survey control is available for this station.
 AS0539
 AS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT866770(NAD 83)
 AS0539_MARKER: DB = BENCH MARK DISK
 AS0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0539_SP_SET: CONCRETE POST
 AS0539_STAMPING: 49 80 A04
 AS0539_MARK LOGO: FLDNR 
 AS0539_PROJECTION: RECESSED 30 CENTIMETERS
 AS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0539+STABILITY: SURFACE MOTION
 AS0539
 AS0539  HISTORY     - Date     Condition        Report By
 AS0539  HISTORY     - 1980     MONUMENTED       FLDT
 AS0539  HISTORY     - 1987     GOOD             FLDNR
 AS0539  HISTORY     - 19980518 MARK NOT FOUND   USPSQD
 AS0539
 AS0539                          STATION DESCRIPTION
 AS0539
 AS0539'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0539'9.75 MI SW FROM APALACHICOLA.
 AS0539'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 2.1 MILE
 AS0539'NORTHWEST ALONG THE BEACH TO THE MARK.  THE MARK IS SET ATOP THE
 AS0539'HIGHEST AND MOST PROMINENT DUNE IN THE AREA.  THE MARK BEARS ABOUT
 AS0539'400 FEET NORTHEAST OF THE HIGH WATER LINE, 126.5 FEET SOUTHEAST OF
 AS0539'MARK 49 80 A04 RM 1 246.8 FEET NORTHEAST OF R10 FRKLN 1973 AND 5051.3
 AS0539'FEET EAST-SOUTHEAST OF 49 80 A03.
 AS0539'THE MARK IS 4.8 FT  W FROM A WITNESS POST.
 AS0539
 AS0539                          STATION RECOVERY (1998)
 AS0539
 AS0539'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0540 ***********************************************************************
 AS0540  DESIGNATION -  49 80 A05
 AS0540  PID         -  AS0540
 AS0540  STATE/COUNTY-  FL/FRANKLIN
 AS0540  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0540
 AS0540                         *CURRENT SURVEY CONTROL
 AS0540  ___________________________________________________________________
 AS0540* NAD 83(1986)-  29 36 15.     (N)    085 03 56.     (W)     SCALED    
 AS0540* NAVD 88     -         7.793  (meters)      25.57   (feet)  ADJUSTED  
 AS0540  ___________________________________________________________________
 AS0540  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0540  DYNAMIC HT  -           7.782 (meters)      25.53  (feet)  COMP
 AS0540  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 AS0540
 AS0540  VERT ORDER  -  SECOND    CLASS I
 AS0540
 AS0540.The horizontal coordinates were scaled from a topographic map and have
 AS0540.an estimated accuracy of +/- 6 seconds.
 AS0540
 AS0540.The orthometric height was determined by differential leveling
 AS0540.and adjusted by the National Geodetic Survey in June 1991..
 AS0540
 AS0540.The geoid height was determined by GEOID03.
 AS0540
 AS0540.The dynamic height is computed by dividing the NAVD 88
 AS0540.geopotential number by the normal gravity value computed on the
 AS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0540.degrees latitude (g = 980.6199 gals.).
 AS0540
 AS0540.The modeled gravity was interpolated from observed gravity values.
 AS0540
 AS0540;                    North         East    Units  Estimated Accuracy
 AS0540;SPC FL N     -    67,110.      545,220.      MT  (+/- 180 meters Scaled)
 AS0540
 AS0540                          SUPERSEDED SURVEY CONTROL
 AS0540
 AS0540.No superseded survey control is available for this station.
 AS0540
 AS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT873764(NAD 83)
 AS0540_MARKER: DB = BENCH MARK DISK
 AS0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0540_SP_SET: CONCRETE POST
 AS0540_STAMPING: 49 80 A05
 AS0540_MARK LOGO: FLDNR 
 AS0540_PROJECTION: RECESSED 91 CENTIMETERS
 AS0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0540+STABILITY: SURFACE MOTION
 AS0540
 AS0540  HISTORY     - Date     Condition        Report By
 AS0540  HISTORY     - 1980     MONUMENTED       FLDT
 AS0540  HISTORY     - 1987     GOOD             FLDNR
 AS0540  HISTORY     - 19980518 GOOD             USPSQD
 AS0540
 AS0540                          STATION DESCRIPTION
 AS0540
 AS0540'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0540'9.75 MI SW FROM APALACHICOLA.
 AS0540'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 1.6 MILES
 AS0540'NORTHWEST ALONG THE BEACH TO THE MARK.  THE MARK IS SET ATOP THE
 AS0540'HIGHEST AND MOST PROMINENT DUNE IN THE AREA.  THE MARK BEARS ABOUT
 AS0540'400 FEET NORTHEAST OF THE HIGH WATER LINE, 21.5 FEET NORTH OF A 4
 AS0540'INCH SQUARE WOODEN POST, 32.1 FEET SOUTHEAST OF 49 80 A05 RM 1, 21.5
 AS0540'FEET NORTH OF 4 13 FRKLN 1973, AND 2923.3 FEET SOUTHEAST OF 49 80
 AS0540'A04.
 AS0540'THE MARK IS 6.3 FT  E FROM A WITNESS POST.
 AS0540
 AS0540                          STATION RECOVERY (1998)
 AS0540
 AS0540'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0541 ***********************************************************************
 AS0541  DESIGNATION -  49 80 A07
 AS0541  PID         -  AS0541
 AS0541  STATE/COUNTY-  FL/FRANKLIN
 AS0541  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0541
 AS0541                         *CURRENT SURVEY CONTROL
 AS0541  ___________________________________________________________________
 AS0541* NAD 83(1986)-  29 35 43.     (N)    085 03 18.     (W)     SCALED    
 AS0541* NAVD 88     -         2.847  (meters)       9.34   (feet)  ADJUSTED  
 AS0541  ___________________________________________________________________
 AS0541  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0541  DYNAMIC HT  -           2.843 (meters)       9.33  (feet)  COMP
 AS0541  MODELED GRAV-     979,290.1   (mgal)                       NAVD 88
 AS0541
 AS0541  VERT ORDER  -  SECOND    CLASS I
 AS0541
 AS0541.The horizontal coordinates were scaled from a topographic map and have
 AS0541.an estimated accuracy of +/- 6 seconds.
 AS0541
 AS0541.The orthometric height was determined by differential leveling
 AS0541.and adjusted by the National Geodetic Survey in June 1991..
 AS0541
 AS0541.The geoid height was determined by GEOID03.
 AS0541
 AS0541.The dynamic height is computed by dividing the NAVD 88
 AS0541.geopotential number by the normal gravity value computed on the
 AS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0541.degrees latitude (g = 980.6199 gals.).
 AS0541
 AS0541.The modeled gravity was interpolated from observed gravity values.
 AS0541
 AS0541;                    North         East    Units  Estimated Accuracy
 AS0541;SPC FL N     -    66,120.      546,230.      MT  (+/- 180 meters Scaled)
 AS0541
 AS0541                          SUPERSEDED SURVEY CONTROL
 AS0541
 AS0541.No superseded survey control is available for this station.
 AS0541
 AS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT883755(NAD 83)
 AS0541_MARKER: DB = BENCH MARK DISK
 AS0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0541_SP_SET: CONCRETE POST
 AS0541_STAMPING: 49 80 A07
 AS0541_MARK LOGO: FLDNR 
 AS0541_PROJECTION: RECESSED 13 CENTIMETERS
 AS0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0541+STABILITY: SURFACE MOTION
 AS0541
 AS0541  HISTORY     - Date     Condition        Report By
 AS0541  HISTORY     - 1980     MONUMENTED       FLDT
 AS0541  HISTORY     - 1987     GOOD             FLDNR
 AS0541  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0541
 AS0541                          STATION DESCRIPTION
 AS0541
 AS0541'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0541'9.75 MI SW FROM APALACHICOLA.
 AS0541'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.75 MILE
 AS0541'NORTHWEST ALONG A SAND ROAD TO ITS END AT A T-JUNCTION AND THE MARK.
 AS0541'THE MARK CAN ALSO BE REACHED BY BEGINNING AT THE LIGHTHOUSE AND GOING
 AS0541'0.8 MILE NORTHWEST ALONG THE BEACH TO A SAND ROAD, GO 0.1 MILE
 AS0541'NORTHEAST ALONG THE SAND ROAD JUNCTION AND THE MARK.  THE MARK IS SET
 AS0541'ATOP A SMALL SAND DUNE THAT IS JUST SOUTH OF THE JUNCTION.  THE MARK
 AS0541'BEARS
 AS0541'THE MARK IS 5.3 FT  SE FROM A WITNESS POST.
 AS0541
 AS0541                          STATION RECOVERY (1998)
 AS0541
 AS0541'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0542 ***********************************************************************
 AS0542  DESIGNATION -  49 80 A08
 AS0542  PID         -  AS0542
 AS0542  STATE/COUNTY-  FL/FRANKLIN
 AS0542  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0542
 AS0542                         *CURRENT SURVEY CONTROL
 AS0542  ___________________________________________________________________
 AS0542* NAD 83(1986)-  29 35 31.     (N)    085 03 07.     (W)     SCALED    
 AS0542* NAVD 88     -         3.276  (meters)      10.75   (feet)  ADJUSTED  
 AS0542  ___________________________________________________________________
 AS0542  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0542  DYNAMIC HT  -           3.272 (meters)      10.73  (feet)  COMP
 AS0542  MODELED GRAV-     979,289.9   (mgal)                       NAVD 88
 AS0542
 AS0542  VERT ORDER  -  SECOND    CLASS I
 AS0542
 AS0542.The horizontal coordinates were scaled from a topographic map and have
 AS0542.an estimated accuracy of +/- 6 seconds.
 AS0542
 AS0542.The orthometric height was determined by differential leveling
 AS0542.and adjusted by the National Geodetic Survey in June 1991..
 AS0542
 AS0542.The geoid height was determined by GEOID03.
 AS0542
 AS0542.The dynamic height is computed by dividing the NAVD 88
 AS0542.geopotential number by the normal gravity value computed on the
 AS0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0542.degrees latitude (g = 980.6199 gals.).
 AS0542
 AS0542.The modeled gravity was interpolated from observed gravity values.
 AS0542
 AS0542;                    North         East    Units  Estimated Accuracy
 AS0542;SPC FL N     -    65,750.      546,530.      MT  (+/- 180 meters Scaled)
 AS0542
 AS0542                          SUPERSEDED SURVEY CONTROL
 AS0542
 AS0542.No superseded survey control is available for this station.
 AS0542
 AS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT886751(NAD 83)
 AS0542_MARKER: DB = BENCH MARK DISK
 AS0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0542_SP_SET: CONCRETE POST
 AS0542_STAMPING: 49 80 A08
 AS0542_MARK LOGO: FLDNR 
 AS0542_PROJECTION: RECESSED 15 CENTIMETERS
 AS0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0542+STABILITY: SURFACE MOTION
 AS0542
 AS0542  HISTORY     - Date     Condition        Report By
 AS0542  HISTORY     - 1980     MONUMENTED       FLDT
 AS0542  HISTORY     - 1987     GOOD             FLDNR
 AS0542  HISTORY     - 19980519 GOOD             USPSQD
 AS0542
 AS0542                          STATION DESCRIPTION
 AS0542
 AS0542'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0542'9.75 MI SW FROM APALACHICOLA.
 AS0542'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.45 MILE
 AS0542'NORTHWEST ALONG A SAND ROAD TO THE MARK.  THE MARK BEARS 13.5 FEET
 AS0542'SOUTH-SOUTHWEST OF A 14 INCH PINE, 39.0 FEET NORTHEAST OF A 12 INCH
 AS0542'PINE TREE AT THE WEST END OF A SAND DUNE, 35.0 FEET SOUTHWEST OF THE
 AS0542'CENTERLINE OF THE ROAD, 51.0 FEET SOUTH EAST OF A FORKED PINE TREE,
 AS0542'28.2 FEET WEST-NORTHWEST OF MARK 49 80 A08 REF MK 34.6 FEET
 AS0542'NORTH-NORTHEAST OF 49 80 A08 REF MK 2 AND 1577.1 FEET SOUTHEAST OF 49
 AS0542'80 A07.  THE MARK IS LOCATED ON THE LOW EAST END OF AN EAST-WEST SAND
 AS0542'DUNE.
 AS0542'THE MARK IS 6.6 FT  NE FROM A WITNESS POST.
 AS0542
 AS0542                          STATION RECOVERY (1998)
 AS0542
 AS0542'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0543 ***********************************************************************
 AS0543  DESIGNATION -  49 80 A09
 AS0543  PID         -  AS0543
 AS0543  STATE/COUNTY-  FL/FRANKLIN
 AS0543  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0543
 AS0543                         *CURRENT SURVEY CONTROL
 AS0543  ___________________________________________________________________
 AS0543* NAD 83(1986)-  29 35 22.     (N)    085 02 59.     (W)     SCALED    
 AS0543* NAVD 88     -         2.079  (meters)       6.82   (feet)  ADJUSTED  
 AS0543  ___________________________________________________________________
 AS0543  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0543  DYNAMIC HT  -           2.076 (meters)       6.81  (feet)  COMP
 AS0543  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 AS0543
 AS0543  VERT ORDER  -  SECOND    CLASS I
 AS0543
 AS0543.The horizontal coordinates were scaled from a topographic map and have
 AS0543.an estimated accuracy of +/- 6 seconds.
 AS0543
 AS0543.The orthometric height was determined by differential leveling
 AS0543.and adjusted by the National Geodetic Survey in June 1991..
 AS0543
 AS0543.The geoid height was determined by GEOID03.
 AS0543
 AS0543.The dynamic height is computed by dividing the NAVD 88
 AS0543.geopotential number by the normal gravity value computed on the
 AS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0543.degrees latitude (g = 980.6199 gals.).
 AS0543
 AS0543.The modeled gravity was interpolated from observed gravity values.
 AS0543
 AS0543;                    North         East    Units  Estimated Accuracy
 AS0543;SPC FL N     -    65,470.      546,740.      MT  (+/- 180 meters Scaled)
 AS0543
 AS0543                          SUPERSEDED SURVEY CONTROL
 AS0543
 AS0543.No superseded survey control is available for this station.
 AS0543
 AS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT888748(NAD 83)
 AS0543_MARKER: DB = BENCH MARK DISK
 AS0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0543_SP_SET: CONCRETE POST
 AS0543_STAMPING: 49 80 A09
 AS0543_MARK LOGO: FLDNR 
 AS0543_PROJECTION: RECESSED 10 CENTIMETERS
 AS0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0543+STABILITY: SURFACE MOTION
 AS0543
 AS0543  HISTORY     - Date     Condition        Report By
 AS0543  HISTORY     - 1980     MONUMENTED       FLDT
 AS0543  HISTORY     - 1987     GOOD             FLDNR
 AS0543  HISTORY     - 19980519 GOOD             USPSQD
 AS0543
 AS0543                          STATION DESCRIPTION
 AS0543
 AS0543'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0543'9.75 MI SW FROM APALACHICOLA.
 AS0543'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.25 MILE
 AS0543'NORTHWEST ALONG A SAND ROAD TO THE MARK.  THE MARK BEARS 30.0 FEET
 AS0543'WEST OF THE CENTERLINE OF THE SAND ROAD, 47.5 FEET SOUTH OF A 14 INCH
 AS0543'PINE TREE, 56.0 FEET SOUTHWEST OF A 12 INCH PINE TREE, 30.8 FEET
 AS0543'NORTH OF 49 80 A09 REF MK 1 28.4 FEET EAST OF 49 80 A09 REF MK 2 AND
 AS0543'1065.6 FEET SOUTHEAST OF 49 80 A08.
 AS0543'THE MARK IS 3.9 FT  NE FROM A WITNESS POST.
 AS0543
 AS0543                          STATION RECOVERY (1998)
 AS0543
 AS0543'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0545 ***********************************************************************
 AS0545  DESIGNATION -  49 80 A10
 AS0545  PID         -  AS0545
 AS0545  STATE/COUNTY-  FL/FRANKLIN
 AS0545  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0545
 AS0545                         *CURRENT SURVEY CONTROL
 AS0545  ___________________________________________________________________
 AS0545* NAD 83(1986)-  29 35 22.     (N)    085 02 16.     (W)     SCALED    
 AS0545* NAVD 88     -         4.141  (meters)      13.59   (feet)  ADJUSTED  
 AS0545  ___________________________________________________________________
 AS0545  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0545  DYNAMIC HT  -           4.136 (meters)      13.57  (feet)  COMP
 AS0545  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 AS0545
 AS0545  VERT ORDER  -  SECOND    CLASS I
 AS0545
 AS0545.The horizontal coordinates were scaled from a topographic map and have
 AS0545.an estimated accuracy of +/- 6 seconds.
 AS0545
 AS0545.The orthometric height was determined by differential leveling
 AS0545.and adjusted by the National Geodetic Survey in June 1991..
 AS0545
 AS0545.The geoid height was determined by GEOID03.
 AS0545
 AS0545.The dynamic height is computed by dividing the NAVD 88
 AS0545.geopotential number by the normal gravity value computed on the
 AS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0545.degrees latitude (g = 980.6199 gals.).
 AS0545
 AS0545.The modeled gravity was interpolated from observed gravity values.
 AS0545
 AS0545;                    North         East    Units  Estimated Accuracy
 AS0545;SPC FL N     -    65,460.      547,900.      MT  (+/- 180 meters Scaled)
 AS0545
 AS0545                          SUPERSEDED SURVEY CONTROL
 AS0545
 AS0545.No superseded survey control is available for this station.
 AS0545
 AS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT900749(NAD 83)
 AS0545_MARKER: DB = BENCH MARK DISK
 AS0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0545_SP_SET: CONCRETE POST
 AS0545_STAMPING: 49 80 A10
 AS0545_MARK LOGO: FLDNR 
 AS0545_PROJECTION: RECESSED 15 CENTIMETERS
 AS0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0545+STABILITY: SURFACE MOTION
 AS0545
 AS0545  HISTORY     - Date     Condition        Report By
 AS0545  HISTORY     - 1980     MONUMENTED       FLDT
 AS0545  HISTORY     - 1987     GOOD             FLDNR
 AS0545
 AS0545                          STATION DESCRIPTION
 AS0545
 AS0545'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0545'9.75 MI SSW FROM APALACHICOLA.
 AS0545'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.55 MILE
 AS0545'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP A
 AS0545'LOW SAND DUNE.  THE MARK BEARS 143.0 FEET NORTHEAST OF A PROMINENT
 AS0545'LONE PINE TREE, 40.3 FEET WEST OF 49 80 A10 REF MK 1 AND 43.4 FEET
 AS0545'NORTHEAST OF 49 80 A10 REF MK 2.
 AS0545'THE MARK IS 4.2 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0546 ***********************************************************************
 AS0546  DESIGNATION -  49 80 A11
 AS0546  PID         -  AS0546
 AS0546  STATE/COUNTY-  FL/FRANKLIN
 AS0546  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0546
 AS0546                         *CURRENT SURVEY CONTROL
 AS0546  ___________________________________________________________________
 AS0546* NAD 83(1986)-  29 35 29.     (N)    085 01 42.     (W)     SCALED    
 AS0546* NAVD 88     -         6.372  (meters)      20.91   (feet)  ADJUSTED  
 AS0546  ___________________________________________________________________
 AS0546  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0546  DYNAMIC HT  -           6.363 (meters)      20.88  (feet)  COMP
 AS0546  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 AS0546
 AS0546  VERT ORDER  -  SECOND    CLASS I
 AS0546
 AS0546.The horizontal coordinates were scaled from a topographic map and have
 AS0546.an estimated accuracy of +/- 6 seconds.
 AS0546
 AS0546.The orthometric height was determined by differential leveling
 AS0546.and adjusted by the National Geodetic Survey in June 1991..
 AS0546
 AS0546.The geoid height was determined by GEOID03.
 AS0546
 AS0546.The dynamic height is computed by dividing the NAVD 88
 AS0546.geopotential number by the normal gravity value computed on the
 AS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0546.degrees latitude (g = 980.6199 gals.).
 AS0546
 AS0546.The modeled gravity was interpolated from observed gravity values.
 AS0546
 AS0546;                    North         East    Units  Estimated Accuracy
 AS0546;SPC FL N     -    65,670.      548,820.      MT  (+/- 180 meters Scaled)
 AS0546
 AS0546                          SUPERSEDED SURVEY CONTROL
 AS0546
 AS0546.No superseded survey control is available for this station.
 AS0546
 AS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT909751(NAD 83)
 AS0546_MARKER: DB = BENCH MARK DISK
 AS0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0546_SP_SET: CONCRETE POST
 AS0546_STAMPING: 49 80 A11
 AS0546_MARK LOGO: FLDNR 
 AS0546_PROJECTION: RECESSED 15 CENTIMETERS
 AS0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0546+STABILITY: SURFACE MOTION
 AS0546
 AS0546  HISTORY     - Date     Condition        Report By
 AS0546  HISTORY     - 1980     MONUMENTED       FLDT
 AS0546  HISTORY     - 1987     GOOD             FLDNR
 AS0546  HISTORY     - 19980519 GOOD             USPSQD
 AS0546
 AS0546                          STATION DESCRIPTION
 AS0546
 AS0546'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0546'9.5 MI SOUTH FROM APALACHICOLA.
 AS0546'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 1.1 MILES
 AS0546'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP A
 AS0546'DUNE, JUST NORTH OF A PALMETTO COVERED DUNE AND EAST OF THE HIGHEST
 AS0546'DUNE IN THE AREA.  THE MARK BEARS 8.0 FEET NORTHWEST OF THE EDGE OF A
 AS0546'PALMETTO CLUMP, 32.7 FEET WEST OF 49 80 A11 REF MK 1, 45.6 FEET
 AS0546'NORTHEAST OF 49 80 A11 REF MK 2 AND 3270.0 FEET EAST-NORTHEAST OF 49
 AS0546'80 A10.
 AS0546'THE MARK IS 3.5 FT  S FROM A WITNESS POST.
 AS0546
 AS0546                          STATION RECOVERY (1998)
 AS0546
 AS0546'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0547 ***********************************************************************
 AS0547  DESIGNATION -  49 80 A12
 AS0547  PID         -  AS0547
 AS0547  STATE/COUNTY-  FL/FRANKLIN
 AS0547  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0547
 AS0547                         *CURRENT SURVEY CONTROL
 AS0547  ___________________________________________________________________
 AS0547* NAD 83(1986)-  29 35 40.     (N)    085 01 13.     (W)     SCALED    
 AS0547* NAVD 88     -         2.991  (meters)       9.81   (feet)  ADJUSTED  
 AS0547  ___________________________________________________________________
 AS0547  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0547  DYNAMIC HT  -           2.987 (meters)       9.80  (feet)  COMP
 AS0547  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 AS0547
 AS0547  VERT ORDER  -  SECOND    CLASS I
 AS0547
 AS0547.The horizontal coordinates were scaled from a topographic map and have
 AS0547.an estimated accuracy of +/- 6 seconds.
 AS0547
 AS0547.The orthometric height was determined by differential leveling
 AS0547.and adjusted by the National Geodetic Survey in June 1991..
 AS0547
 AS0547.The geoid height was determined by GEOID03.
 AS0547
 AS0547.The dynamic height is computed by dividing the NAVD 88
 AS0547.geopotential number by the normal gravity value computed on the
 AS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0547.degrees latitude (g = 980.6199 gals.).
 AS0547
 AS0547.The modeled gravity was interpolated from observed gravity values.
 AS0547
 AS0547;                    North         East    Units  Estimated Accuracy
 AS0547;SPC FL N     -    66,010.      549,600.      MT  (+/- 180 meters Scaled)
 AS0547
 AS0547                          SUPERSEDED SURVEY CONTROL
 AS0547
 AS0547.No superseded survey control is available for this station.
 AS0547
 AS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT917754(NAD 83)
 AS0547_MARKER: DB = BENCH MARK DISK
 AS0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0547_SP_SET: CONCRETE POST
 AS0547_STAMPING: 49 80 A12
 AS0547_MARK LOGO: FLDNR 
 AS0547_PROJECTION: RECESSED 15 CENTIMETERS
 AS0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0547+STABILITY: SURFACE MOTION
 AS0547
 AS0547  HISTORY     - Date     Condition        Report By
 AS0547  HISTORY     - 1980     MONUMENTED       FLDT
 AS0547  HISTORY     - 1987     GOOD             FLDNR
 AS0547  HISTORY     - 19980519 GOOD             USPSQD
 AS0547
 AS0547                          STATION DESCRIPTION
 AS0547
 AS0547'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0547'9.5 MI SOUTH FROM APALACHICOLA.
 AS0547'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 1.55 MILES
 AS0547'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK BEARS 30.6 FEET EAST
 AS0547'OF AN OLD FENCE LINE, 44.3 FEET WEST OF AN OLD FENCE LINE, 37.9 FEET
 AS0547'SOUTHWEST OF 49 80 A12 REF MK 1, 101.3 FEET NORTHEAST OF R 31 1973
 AS0547'FRKLN AND 2815.4 FEET EAST-NORTHEAST OF 49 80 A11.
 AS0547'THE MARK IS 3.4 FT  S FROM A WITNESS POST.
 AS0547
 AS0547                          STATION RECOVERY (1998)
 AS0547
 AS0547'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0548 ***********************************************************************
 AS0548  DESIGNATION -  49 80 A13
 AS0548  PID         -  AS0548
 AS0548  STATE/COUNTY-  FL/FRANKLIN
 AS0548  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0548
 AS0548                         *CURRENT SURVEY CONTROL
 AS0548  ___________________________________________________________________
 AS0548* NAD 83(1986)-  29 35 49.     (N)    085 00 39.     (W)     SCALED    
 AS0548* NAVD 88     -         2.366  (meters)       7.76   (feet)  ADJUSTED  
 AS0548  ___________________________________________________________________
 AS0548  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0548  DYNAMIC HT  -           2.363 (meters)       7.75  (feet)  COMP
 AS0548  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 AS0548
 AS0548  VERT ORDER  -  SECOND    CLASS I
 AS0548
 AS0548.The horizontal coordinates were scaled from a topographic map and have
 AS0548.an estimated accuracy of +/- 6 seconds.
 AS0548
 AS0548.The orthometric height was determined by differential leveling
 AS0548.and adjusted by the National Geodetic Survey in June 1991..
 AS0548
 AS0548.The geoid height was determined by GEOID03.
 AS0548
 AS0548.The dynamic height is computed by dividing the NAVD 88
 AS0548.geopotential number by the normal gravity value computed on the
 AS0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0548.degrees latitude (g = 980.6199 gals.).
 AS0548
 AS0548.The modeled gravity was interpolated from observed gravity values.
 AS0548
 AS0548;                    North         East    Units  Estimated Accuracy
 AS0548;SPC FL N     -    66,280.      550,510.      MT  (+/- 180 meters Scaled)
 AS0548
 AS0548                          SUPERSEDED SURVEY CONTROL
 AS0548
 AS0548.No superseded survey control is available for this station.
 AS0548
 AS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT926757(NAD 83)
 AS0548_MARKER: DB = BENCH MARK DISK
 AS0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0548_SP_SET: CONCRETE POST
 AS0548_STAMPING: 49 80 A13
 AS0548_MARK LOGO: FLDNR 
 AS0548_PROJECTION: RECESSED 20 CENTIMETERS
 AS0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0548+STABILITY: SURFACE MOTION
 AS0548
 AS0548  HISTORY     - Date     Condition        Report By
 AS0548  HISTORY     - 1980     MONUMENTED       FLDT
 AS0548  HISTORY     - 1987     GOOD             FLDNR
 AS0548  HISTORY     - 19980519 GOOD             USPSQD
 AS0548
 AS0548                          STATION DESCRIPTION
 AS0548
 AS0548'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0548'9.0 MI SOUTH FROM APALACHICOLA.
 AS0548'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 2.15 MILES
 AS0548'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP THE
 AS0548'NORTHEASTERN EDGE OF A HORSESHOE SHAPED DUNE.  THE MARK IS NORTHEAST
 AS0548'OF THE HIGHEST DUNE IN THE AREA AND ABOUT 200 FEET NORTH OF THE
 AS0548'NORMAL HIGH WATER LINE.  THE MARK BEARS 91.5 FEET NORTHEAST OF A 4
 AS0548'INCH SQUARE WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF A 20 INCH PALM
 AS0548'TREE 198.0 FEET NORTH OF A VEGETATION LINE, 50.6 FEET WEST OF 49 80
 AS0548'A13 REF MK 1 94.6 FEET NORTHEAST OF 4 34 1973 FRKLN AND 3028.3 FEET
 AS0548'EAST-NORTHEAST OF 49 80 A12.
 AS0548
 AS0548                          STATION RECOVERY (1998)
 AS0548
 AS0548'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0550 ***********************************************************************
 AS0550  DESIGNATION -  49 80 A15
 AS0550  PID         -  AS0550
 AS0550  STATE/COUNTY-  FL/FRANKLIN
 AS0550  USGS QUAD   -  NEW INLET (1981)
 AS0550
 AS0550                         *CURRENT SURVEY CONTROL
 AS0550  ___________________________________________________________________
 AS0550* NAD 83(1986)-  29 36 11.     (N)    084 59 26.     (W)     SCALED    
 AS0550* NAVD 88     -         1.941  (meters)       6.37   (feet)  ADJUSTED  
 AS0550  ___________________________________________________________________
 AS0550  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0550  DYNAMIC HT  -           1.938 (meters)       6.36  (feet)  COMP
 AS0550  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 AS0550
 AS0550  VERT ORDER  -  SECOND    CLASS I
 AS0550
 AS0550.The horizontal coordinates were scaled from a topographic map and have
 AS0550.an estimated accuracy of +/- 6 seconds.
 AS0550
 AS0550.The orthometric height was determined by differential leveling
 AS0550.and adjusted by the National Geodetic Survey in June 1991..
 AS0550
 AS0550.The geoid height was determined by GEOID03.
 AS0550
 AS0550.The dynamic height is computed by dividing the NAVD 88
 AS0550.geopotential number by the normal gravity value computed on the
 AS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0550.degrees latitude (g = 980.6199 gals.).
 AS0550
 AS0550.The modeled gravity was interpolated from observed gravity values.
 AS0550
 AS0550;                    North         East    Units  Estimated Accuracy
 AS0550;SPC FL N     -    66,950.      552,480.      MT  (+/- 180 meters Scaled)
 AS0550
 AS0550                          SUPERSEDED SURVEY CONTROL
 AS0550
 AS0550.No superseded survey control is available for this station.
 AS0550
 AS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT945764(NAD 83)
 AS0550_MARKER: DB = BENCH MARK DISK
 AS0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0550_SP_SET: CONCRETE POST
 AS0550_STAMPING: 49 80 A15
 AS0550_MARK LOGO: FLDNR 
 AS0550_PROJECTION: RECESSED 13 CENTIMETERS
 AS0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0550+STABILITY: SURFACE MOTION
 AS0550
 AS0550  HISTORY     - Date     Condition        Report By
 AS0550  HISTORY     - 1980     MONUMENTED       FLDT
 AS0550  HISTORY     - 1987     GOOD             FLDNR
 AS0550  HISTORY     - 19980519 GOOD             USPSQD
 AS0550
 AS0550                          STATION DESCRIPTION
 AS0550
 AS0550'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0550'8.5 MI SOUTH FROM APALACHICOLA.
 AS0550'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 3.4 MILES
 AS0550'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP A
 AS0550'SAND DUNE THAT IS JUST EAST OF A LARGE GROUP OF PALM TREES AND AT THE
 AS0550'WEST EDGE OF A LARGE PLAINS AREA.  THE MARK BEARS 36.0 FEET EAST OF A
 AS0550'PALM TREE, 49.5 FEET NORTH OF A PALM TREE, 31.6 FEET EAST-SOUTHEAST
 AS0550'OF 49 80 A14 REF MK 1 AND 54.9 FEET WEST-SOUTHWEST OF R 38 FRKLN
 AS0550'RESET 1980.
 AS0550'THE MARK IS 5.5 FT  SE FROM A WITNESS POST.
 AS0550
 AS0550                          STATION RECOVERY (1998)
 AS0550
 AS0550'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0553 ***********************************************************************
 AS0553  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0553  DESIGNATION -  49 80 A17
 AS0553  PID         -  AS0553
 AS0553  STATE/COUNTY-  FL/FRANKLIN
 AS0553  USGS QUAD   -  NEW INLET (1981)
 AS0553
 AS0553                         *CURRENT SURVEY CONTROL
 AS0553  ___________________________________________________________________
 AS0553* NAD 83(1986)-  29 36 48.     (N)    084 57 40.     (W)     SCALED    
 AS0553* NAVD 88     -         4.227  (meters)      13.87   (feet)  ADJUSTED  
 AS0553  ___________________________________________________________________
 AS0553  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0553  DYNAMIC HT  -           4.221 (meters)      13.85  (feet)  COMP
 AS0553  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 AS0553
 AS0553  VERT ORDER  -  SECOND    CLASS I
 AS0553
 AS0553.The horizontal coordinates were scaled from a topographic map and have
 AS0553.an estimated accuracy of +/- 6 seconds.
 AS0553
 AS0553.The orthometric height was determined by differential leveling
 AS0553.and adjusted by the National Geodetic Survey in June 1991..
 AS0553
 AS0553.This Tidal Bench Mark is designated as VM 9862
 AS0553.by the Center for Operational Oceanographic Products and Services.
 AS0553
 AS0553.The geoid height was determined by GEOID03.
 AS0553
 AS0553.The dynamic height is computed by dividing the NAVD 88
 AS0553.geopotential number by the normal gravity value computed on the
 AS0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0553.degrees latitude (g = 980.6199 gals.).
 AS0553
 AS0553.The modeled gravity was interpolated from observed gravity values.
 AS0553
 AS0553;                    North         East    Units  Estimated Accuracy
 AS0553;SPC FL N     -    68,080.      555,340.      MT  (+/- 180 meters Scaled)
 AS0553
 AS0553                          SUPERSEDED SURVEY CONTROL
 AS0553
 AS0553.No superseded survey control is available for this station.
 AS0553
 AS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT974776(NAD 83)
 AS0553_MARKER: DB = BENCH MARK DISK
 AS0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0553_SP_SET: CONCRETE POST
 AS0553_STAMPING: 49 80 A17
 AS0553_MARK LOGO: FLDNR 
 AS0553_PROJECTION: RECESSED 15 CENTIMETERS
 AS0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0553+STABILITY: SURFACE MOTION
 AS0553
 AS0553  HISTORY     - Date     Condition        Report By
 AS0553  HISTORY     - 1980     MONUMENTED       FLDT
 AS0553  HISTORY     - 1987     GOOD             FLDNR
 AS0553  HISTORY     - 19980519 GOOD             USPSQD
 AS0553
 AS0553                          STATION DESCRIPTION
 AS0553
 AS0553'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0553'8.0 MI SOUTH FROM APALACHICOLA.
 AS0553'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES
 AS0553'NORTHEAST ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY
 AS0553'OF THE MARK.  THE MARK IS SET ATOP A SAND DUNE, JUST SOUTHWEST OF THE
 AS0553'HIGHEST POINT IN THE AREA.  THE MARK BEARS 0.1 MILE SOUTHWEST OF THE
 AS0553'INLET, 39.1 FEET SOUTHWEST OF 49 80 A17 REF MK, 30.4 FEET NORTH OF 49
 AS0553'80 A17 REF MK 2, 43 FEET NORTH-NORTHWEST OF THE TOP SOUTH EDGE OF THE
 AS0553'SAND DINE, AND ABOUT 495 FEET SOUTH OF 8669 H 1983.
 AS0553'THE MARK IS 6.0 FT  SE FROM A WITNESS POST.
 AS0553
 AS0553                          STATION RECOVERY (1998)
 AS0553
 AS0553'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0557 ***********************************************************************
 AS0557  DESIGNATION -  49 80 B01
 AS0557  PID         -  AS0557
 AS0557  STATE/COUNTY-  FL/FRANKLIN
 AS0557  USGS QUAD   -  NEW INLET (1981)
 AS0557
 AS0557                         *CURRENT SURVEY CONTROL
 AS0557  ___________________________________________________________________
 AS0557* NAD 83(1986)-  29 36 53.     (N)    084 57 25.     (W)     SCALED    
 AS0557* NAVD 88     -         4.319  (meters)      14.17   (feet)  ADJUSTED  
 AS0557  ___________________________________________________________________
 AS0557  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0557  DYNAMIC HT  -           4.313 (meters)      14.15  (feet)  COMP
 AS0557  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 AS0557
 AS0557  VERT ORDER  -  SECOND    CLASS I
 AS0557
 AS0557.The horizontal coordinates were scaled from a topographic map and have
 AS0557.an estimated accuracy of +/- 6 seconds.
 AS0557
 AS0557.The orthometric height was determined by differential leveling
 AS0557.and adjusted by the National Geodetic Survey in June 1991..
 AS0557
 AS0557.The geoid height was determined by GEOID03.
 AS0557
 AS0557.The dynamic height is computed by dividing the NAVD 88
 AS0557.geopotential number by the normal gravity value computed on the
 AS0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0557.degrees latitude (g = 980.6199 gals.).
 AS0557
 AS0557.The modeled gravity was interpolated from observed gravity values.
 AS0557
 AS0557;                    North         East    Units  Estimated Accuracy
 AS0557;SPC FL N     -    68,230.      555,740.      MT  (+/- 180 meters Scaled)
 AS0557
 AS0557                          SUPERSEDED SURVEY CONTROL
 AS0557
 AS0557.No superseded survey control is available for this station.
 AS0557
 AS0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT978778(NAD 83)
 AS0557_MARKER: DB = BENCH MARK DISK
 AS0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0557_SP_SET: CONCRETE POST
 AS0557_STAMPING: 49 80 B01
 AS0557_MARK LOGO: FLDNR 
 AS0557_PROJECTION: RECESSED 25 CENTIMETERS
 AS0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0557+STABILITY: SURFACE MOTION
 AS0557
 AS0557  HISTORY     - Date     Condition        Report By
 AS0557  HISTORY     - 1980     MONUMENTED       FLDT
 AS0557  HISTORY     - 1984     GOOD             FLDNR
 AS0557  HISTORY     - 19980109 GOOD             USPSQD
 AS0557
 AS0557                          STATION DESCRIPTION
 AS0557
 AS0557'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0557'IN ST GEORGE ISLAND.
 AS0557'BEGIN AT THE INTERSECTION OF GULF BEACH DRIVE AND FRANKLIN BOULEVARD,
 AS0557'ON ST. GEORGE ISLAND, GO 2.1 MILES WEST ON GULF BEACH DRIVE TO THE
 AS0557'ENTRANCE GATE TO ST. GEORGE PLANTATION, CONTINUE WEST ON LEISURE
 AS0557'LANE FOR 5.1 MILES TO ITS END AT BOB SIKES CUT AND THE MARK VICINITY.
 AS0557'THE MARK IS ABOUT 400 FEET EAST OF THE ROCK JETTY, ON TOP OF A RIDGE,
 AS0557'42.5 FEET EAST OF THE CENTER OF A SAND TRAIL, 125 FEET NORTHWEST OF
 AS0557'THE SOUTH EDGE OF THE RIDGE AND 2.8 FEET SOUTHWEST OF A METAL WITNESS
 AS0557'POST.
 AS0557
 AS0557                          STATION RECOVERY (1998)
 AS0557
 AS0557'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0558 ***********************************************************************
 AS0558  DESIGNATION -  49 80 B02
 AS0558  PID         -  AS0558
 AS0558  STATE/COUNTY-  FL/FRANKLIN
 AS0558  USGS QUAD   -  NEW INLET (1981)
 AS0558
 AS0558                         *CURRENT SURVEY CONTROL
 AS0558  ___________________________________________________________________
 AS0558* NAD 83(1986)-  29 37 09.     (N)    084 56 50.     (W)     SCALED    
 AS0558* NAVD 88     -         3.013  (meters)       9.89   (feet)  ADJUSTED  
 AS0558  ___________________________________________________________________
 AS0558  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0558  DYNAMIC HT  -           3.009 (meters)       9.87  (feet)  COMP
 AS0558  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 AS0558
 AS0558  VERT ORDER  -  SECOND    CLASS I
 AS0558
 AS0558.The horizontal coordinates were scaled from a topographic map and have
 AS0558.an estimated accuracy of +/- 6 seconds.
 AS0558
 AS0558.The orthometric height was determined by differential leveling
 AS0558.and adjusted by the National Geodetic Survey in June 1991..
 AS0558
 AS0558.The geoid height was determined by GEOID03.
 AS0558
 AS0558.The dynamic height is computed by dividing the NAVD 88
 AS0558.geopotential number by the normal gravity value computed on the
 AS0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0558.degrees latitude (g = 980.6199 gals.).
 AS0558
 AS0558.The modeled gravity was interpolated from observed gravity values.
 AS0558
 AS0558;                    North         East    Units  Estimated Accuracy
 AS0558;SPC FL N     -    68,720.      556,690.      MT  (+/- 180 meters Scaled)
 AS0558
 AS0558                          SUPERSEDED SURVEY CONTROL
 AS0558
 AS0558.No superseded survey control is available for this station.
 AS0558
 AS0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT987783(NAD 83)
 AS0558_MARKER: DB = BENCH MARK DISK
 AS0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0558_SP_SET: CONCRETE POST
 AS0558_STAMPING: 49 80 B02
 AS0558_MARK LOGO: FLDNR 
 AS0558_PROJECTION: FLUSH
 AS0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0558+STABILITY: SURFACE MOTION
 AS0558
 AS0558  HISTORY     - Date     Condition        Report By
 AS0558  HISTORY     - 1980     MONUMENTED       FLDT
 AS0558  HISTORY     - 1984     GOOD             FLDNR
 AS0558  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 AS0558
 AS0558                          STATION DESCRIPTION
 AS0558
 AS0558'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0558'IN ST GEORGE ISLAND.
 AS0558'BEGIN AT THE INTERSECTION OF GULF BEACH DRIVE AND FRANKLIN BOULEVARD,
 AS0558'ON ST. GEORGE ISLAND, GO 2.1 MILES WEST ON GULF BEACH DRIVE TO THE
 AS0558'ENTRANCE GATE TO ST. GEORGE PLANTATION, CONTINUE WEST ON LEISURE
 AS0558'LANE FOR 4.2 MILES TO THE JUNCTION OF A DIVIDED PAVED ROAD LEADING
 AS0558'SOUTH, G0 0.05 MILE ON THE DIVIDED ROAD TO ITS END AND THE MARK
 AS0558'VICINITY.  THE MARK IS NEAR THE SHORELINE SOUTHWEST OF THE END OF THE
 AS0558'DIVIDED ROAD, 107 FEET NORTHEAST OF THE CENTERLINE OF A DIM TRAIL,
 AS0558'300 FEET WEST OF A LONE PALM TREE, ABOUT 200 FEET SOUTH OF A LINE OF
 AS0558'DENSE PINE TREES AND 2.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 AS0558
 AS0558                          STATION RECOVERY (1998)
 AS0558
 AS0558'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0560 ***********************************************************************
 AS0560  DESIGNATION -  49 80 B06
 AS0560  PID         -  AS0560
 AS0560  STATE/COUNTY-  FL/FRANKLIN
 AS0560  USGS QUAD   -  APALACHICOLA (1982)
 AS0560
 AS0560                         *CURRENT SURVEY CONTROL
 AS0560  ___________________________________________________________________
 AS0560* NAD 83(1986)-  29 38 21.     (N)    084 54 34.     (W)     SCALED    
 AS0560* NAVD 88     -         6.614  (meters)      21.70   (feet)  ADJUSTED  
 AS0560  ___________________________________________________________________
 AS0560  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0560  DYNAMIC HT  -           6.605 (meters)      21.67  (feet)  COMP
 AS0560  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 AS0560
 AS0560  VERT ORDER  -  SECOND    CLASS I
 AS0560
 AS0560.The horizontal coordinates were scaled from a topographic map and have
 AS0560.an estimated accuracy of +/- 6 seconds.
 AS0560
 AS0560.The orthometric height was determined by differential leveling
 AS0560.and adjusted by the National Geodetic Survey in June 1991..
 AS0560
 AS0560.The geoid height was determined by GEOID03.
 AS0560
 AS0560.The dynamic height is computed by dividing the NAVD 88
 AS0560.geopotential number by the normal gravity value computed on the
 AS0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0560.degrees latitude (g = 980.6199 gals.).
 AS0560
 AS0560.The modeled gravity was interpolated from observed gravity values.
 AS0560
 AS0560;                    North         East    Units  Estimated Accuracy
 AS0560;SPC FL N     -    70,920.      560,350.      MT  (+/- 180 meters Scaled)
 AS0560
 AS0560                          SUPERSEDED SURVEY CONTROL
 AS0560
 AS0560.No superseded survey control is available for this station.
 AS0560
 AS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT023806(NAD 83)
 AS0560_MARKER: DB = BENCH MARK DISK
 AS0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0560_SP_SET: CONCRETE POST
 AS0560_STAMPING: 49 80 B06
 AS0560_MARK LOGO: FLDNR 
 AS0560_PROJECTION: RECESSED 13 CENTIMETERS
 AS0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0560+STABILITY: SURFACE MOTION
 AS0560
 AS0560  HISTORY     - Date     Condition        Report By
 AS0560  HISTORY     - 1980     MONUMENTED       FLDT
 AS0560  HISTORY     - 1984     GOOD             FLDNR
 AS0560  HISTORY     - 19971215 GOOD             USPSQD
 AS0560
 AS0560                          STATION DESCRIPTION
 AS0560
 AS0560'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0560'IN ST GEORGE ISLAND.
 AS0560'BEGIN AT THE INTERSECTION OF GULF BEACH DRIVE AND FRANKLIN BOULEVARD,
 AS0560'ON ST. GEORGE ISLAND, GO 2.1 MILES WEST ON GULF BEACH DRIVE TO THE
 AS0560'ENTRANCE GATE TO ST. GEORGE PLANTATION, CONTINUE WEST ON LEISURE
 AS0560'LANE FOR 1.4 MILES TO THE MARK.  THE MARK IS ATOP A HIGH SAND DUNE AT
 AS0560'THE BEACH, ABOUT 200 FEET SOUTHEAST OF THE ROAD, 45 FEET NORTHWEST OF
 AS0560'THE SOUTHEAST EDGE OF THE DUNE AND 2.6 FEET SOUTHEAST OF A METAL
 AS0560'WITNESS POST.
 AS0560
 AS0560                          STATION RECOVERY (1997)
 AS0560
 AS0560'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0570 ***********************************************************************
 AS0570  DESIGNATION -  49 80 B16
 AS0570  PID         -  AS0570
 AS0570  STATE/COUNTY-  FL/FRANKLIN
 AS0570  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0570
 AS0570                         *CURRENT SURVEY CONTROL
 AS0570  ___________________________________________________________________
 AS0570* NAD 83(1986)-  29 40 31.     (N)    084 49 40.     (W)     SCALED    
 AS0570* NAVD 88     -         2.965  (meters)       9.73   (feet)  ADJUSTED  
 AS0570  ___________________________________________________________________
 AS0570  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AS0570  DYNAMIC HT  -           2.961 (meters)       9.71  (feet)  COMP
 AS0570  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 AS0570
 AS0570  VERT ORDER  -  SECOND    CLASS I
 AS0570
 AS0570.The horizontal coordinates were scaled from a topographic map and have
 AS0570.an estimated accuracy of +/- 6 seconds.
 AS0570
 AS0570.The orthometric height was determined by differential leveling
 AS0570.and adjusted by the National Geodetic Survey in June 1991..
 AS0570
 AS0570.The geoid height was determined by GEOID03.
 AS0570
 AS0570.The dynamic height is computed by dividing the NAVD 88
 AS0570.geopotential number by the normal gravity value computed on the
 AS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0570.degrees latitude (g = 980.6199 gals.).
 AS0570
 AS0570.The modeled gravity was interpolated from observed gravity values.
 AS0570
 AS0570;                    North         East    Units  Estimated Accuracy
 AS0570;SPC FL N     -    74,900.      568,270.      MT  (+/- 180 meters Scaled)
 AS0570
 AS0570                          SUPERSEDED SURVEY CONTROL
 AS0570
 AS0570.No superseded survey control is available for this station.
 AS0570
 AS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT102847(NAD 83)
 AS0570_MARKER: DB = BENCH MARK DISK
 AS0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0570_SP_SET: CONCRETE POST
 AS0570_STAMPING: 49 80 B16
 AS0570_MARK LOGO: FLDNR 
 AS0570_PROJECTION: RECESSED 20 CENTIMETERS
 AS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0570+STABILITY: SURFACE MOTION
 AS0570
 AS0570  HISTORY     - Date     Condition        Report By
 AS0570  HISTORY     - 1980     MONUMENTED       FLDT
 AS0570  HISTORY     - 1984     GOOD             FLDNR
 AS0570  HISTORY     - 19971023 GOOD             USPSQD
 AS0570
 AS0570                          STATION DESCRIPTION
 AS0570
 AS0570'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0570'IN ST GEORGE ISLAND.
 AS0570'BEGIN AT THE JUNCTION OF COUNTY ROAD C-300 (GULF BEACH DRIVE) WITH
 AS0570'FRANKLIN BOULEVARD, GO 2.35 MILES EAST ON C-300 TO THE MARK.  THE
 AS0570'MARK BEARS 25.6 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 19.5
 AS0570'FEET SOUTHEAST OF A POWER POLE AND 3.3 FEET SOUTHEAST OF A METAL
 AS0570'WITNESS POST.
 AS0570
 AS0570                          STATION RECOVERY (1997)
 AS0570
 AS0570'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0571 ***********************************************************************
 AS0571  DESIGNATION -  49 80 B18
 AS0571  PID         -  AS0571
 AS0571  STATE/COUNTY-  FL/FRANKLIN
 AS0571  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0571
 AS0571                         *CURRENT SURVEY CONTROL
 AS0571  ___________________________________________________________________
 AS0571* NAD 83(1986)-  29 40 48.     (N)    084 48 30.     (W)     SCALED    
 AS0571* NAVD 88     -         1.383  (meters)       4.54   (feet)  ADJUSTED  
 AS0571  ___________________________________________________________________
 AS0571  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0571  DYNAMIC HT  -           1.381 (meters)       4.53  (feet)  COMP
 AS0571  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 AS0571
 AS0571  VERT ORDER  -  SECOND    CLASS I
 AS0571
 AS0571.The horizontal coordinates were scaled from a topographic map and have
 AS0571.an estimated accuracy of +/- 6 seconds.
 AS0571
 AS0571.The orthometric height was determined by differential leveling
 AS0571.and adjusted by the National Geodetic Survey in June 1991..
 AS0571
 AS0571.The geoid height was determined by GEOID03.
 AS0571
 AS0571.The dynamic height is computed by dividing the NAVD 88
 AS0571.geopotential number by the normal gravity value computed on the
 AS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0571.degrees latitude (g = 980.6199 gals.).
 AS0571
 AS0571.The modeled gravity was interpolated from observed gravity values.
 AS0571
 AS0571;                    North         East    Units  Estimated Accuracy
 AS0571;SPC FL N     -    75,420.      570,160.      MT  (+/- 180 meters Scaled)
 AS0571
 AS0571                          SUPERSEDED SURVEY CONTROL
 AS0571
 AS0571.No superseded survey control is available for this station.
 AS0571
 AS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT120853(NAD 83)
 AS0571_MARKER: DB = BENCH MARK DISK
 AS0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0571_SP_SET: CONCRETE POST
 AS0571_STAMPING: 49 80 B18
 AS0571_MARK LOGO: FLDNR 
 AS0571_PROJECTION: RECESSED 8 CENTIMETERS
 AS0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0571+STABILITY: SURFACE MOTION
 AS0571
 AS0571  HISTORY     - Date     Condition        Report By
 AS0571  HISTORY     - 1980     MONUMENTED       FLDT
 AS0571  HISTORY     - 1984     GOOD             FLDNR
 AS0571  HISTORY     - 19971203 GOOD             USPSQD
 AS0571
 AS0571                          STATION DESCRIPTION
 AS0571
 AS0571'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0571'IN ST GEORGE ISLAND.
 AS0571'BEGIN AT THE JUNCTION OF COUNTY ROAD C-300 (GULF BEACH DRIVE) WITH
 AS0571'FRANKLIN BOULEVARD, GO 3.5 MILES EAST ON C-300 TO THE MARK.  THE MARK
 AS0571'BEARS 20 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 27 FEET
 AS0571'SOUTHEAST OF POWER POLE 5-17331 AND 3.5 FEET SOUTHEAST OF A WITNESS
 AS0571'POST.
 AS0571
 AS0571                          STATION RECOVERY (1997)
 AS0571
 AS0571'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0572 ***********************************************************************
 AS0572  DESIGNATION -  49 80 B19
 AS0572  PID         -  AS0572
 AS0572  STATE/COUNTY-  FL/FRANKLIN
 AS0572  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0572
 AS0572                         *CURRENT SURVEY CONTROL
 AS0572  ___________________________________________________________________
 AS0572* NAD 83(1986)-  29 41 01.     (N)    084 47 52.     (W)     SCALED    
 AS0572* NAVD 88     -         1.148  (meters)       3.77   (feet)  ADJUSTED  
 AS0572  ___________________________________________________________________
 AS0572  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0572  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 AS0572  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 AS0572
 AS0572  VERT ORDER  -  SECOND    CLASS I
 AS0572
 AS0572.The horizontal coordinates were scaled from a topographic map and have
 AS0572.an estimated accuracy of +/- 6 seconds.
 AS0572
 AS0572.The orthometric height was determined by differential leveling
 AS0572.and adjusted by the National Geodetic Survey in June 1991..
 AS0572
 AS0572.The geoid height was determined by GEOID03.
 AS0572
 AS0572.The dynamic height is computed by dividing the NAVD 88
 AS0572.geopotential number by the normal gravity value computed on the
 AS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0572.degrees latitude (g = 980.6199 gals.).
 AS0572
 AS0572.The modeled gravity was interpolated from observed gravity values.
 AS0572
 AS0572;                    North         East    Units  Estimated Accuracy
 AS0572;SPC FL N     -    75,810.      571,180.      MT  (+/- 180 meters Scaled)
 AS0572
 AS0572                          SUPERSEDED SURVEY CONTROL
 AS0572
 AS0572.No superseded survey control is available for this station.
 AS0572
 AS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT130857(NAD 83)
 AS0572_MARKER: DB = BENCH MARK DISK
 AS0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0572_SP_SET: CONCRETE POST
 AS0572_STAMPING: 49 80 B19
 AS0572_MARK LOGO: FLDNR 
 AS0572_PROJECTION: RECESSED 20 CENTIMETERS
 AS0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0572+STABILITY: SURFACE MOTION
 AS0572
 AS0572  HISTORY     - Date     Condition        Report By
 AS0572  HISTORY     - 1980     MONUMENTED       FLDT
 AS0572  HISTORY     - 1984     GOOD             FLDNR
 AS0572  HISTORY     - 19971203 GOOD             USPSQD
 AS0572
 AS0572                          STATION DESCRIPTION
 AS0572
 AS0572'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0572'IN ST GEORGE ISLAND.
 AS0572'BEGIN AT THE JUNCTION OF COUNTY ROAD C-300 (GULF BEACH DRIVE) WITH
 AS0572'FRANKLIN BOULEVARD, GO 4.2 MILES EAST ON C-300 TO THE ENTRANCE GATE
 AS0572'TO ST. GEORGE ISLAND STATE PARK AND THE MARK.  THE MARK BEARS 59
 AS0572'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 89.5 FEET
 AS0572'SOUTH-SOUTHEAST OF THE WOOD GATE TO THE PARK, 15 FEET NORTHWEST OF A
 AS0572'LOG FENCE AND 4 FEET NORTHWEST OF A METAL WITNESS POST.
 AS0572
 AS0572                          STATION RECOVERY (1997)
 AS0572
 AS0572'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0573 ***********************************************************************
 AS0573  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0573  DESIGNATION -  49 80 B20
 AS0573  PID         -  AS0573
 AS0573  STATE/COUNTY-  FL/FRANKLIN
 AS0573  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0573
 AS0573                         *CURRENT SURVEY CONTROL
 AS0573  ___________________________________________________________________
 AS0573* NAD 83(1986)-  29 41 20.     (N)    084 47 07.     (W)     SCALED    
 AS0573* NAVD 88     -         3.165  (meters)      10.38   (feet)  ADJUSTED  
 AS0573  ___________________________________________________________________
 AS0573  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0573  DYNAMIC HT  -           3.161 (meters)      10.37  (feet)  COMP
 AS0573  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 AS0573
 AS0573  VERT ORDER  -  SECOND    CLASS I
 AS0573
 AS0573.The horizontal coordinates were scaled from a topographic map and have
 AS0573.an estimated accuracy of +/- 6 seconds.
 AS0573
 AS0573.The orthometric height was determined by differential leveling
 AS0573.and adjusted by the National Geodetic Survey in June 1991..
 AS0573
 AS0573.This Tidal Bench Mark is designated as VM 17173
 AS0573.by the Center for Operational Oceanographic Products and Services.
 AS0573
 AS0573.The geoid height was determined by GEOID03.
 AS0573
 AS0573.The dynamic height is computed by dividing the NAVD 88
 AS0573.geopotential number by the normal gravity value computed on the
 AS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0573.degrees latitude (g = 980.6199 gals.).
 AS0573
 AS0573.The modeled gravity was interpolated from observed gravity values.
 AS0573
 AS0573;                    North         East    Units  Estimated Accuracy
 AS0573;SPC FL N     -    76,400.      572,390.      MT  (+/- 180 meters Scaled)
 AS0573
 AS0573                          SUPERSEDED SURVEY CONTROL
 AS0573
 AS0573.No superseded survey control is available for this station.
 AS0573
 AS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT142863(NAD 83)
 AS0573_MARKER: DB = BENCH MARK DISK
 AS0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0573_SP_SET: CONCRETE POST
 AS0573_STAMPING: 49 80 B20
 AS0573_MARK LOGO: FLDNR 
 AS0573_PROJECTION: RECESSED 51 CENTIMETERS
 AS0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0573+STABILITY: SURFACE MOTION
 AS0573
 AS0573  HISTORY     - Date     Condition        Report By
 AS0573  HISTORY     - 1980     MONUMENTED       FLDT
 AS0573  HISTORY     - 1986     GOOD             FLDNR
 AS0573  HISTORY     - 19971023 GOOD             USPSQD
 AS0573
 AS0573                          STATION DESCRIPTION
 AS0573
 AS0573'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0573'IN ST GEORGE ISLAND.
 AS0573'BEGIN AT THE ENTRANCE TO ST. GEORGE ISLAND STATE PARK, GO 0.65 MILE
 AS0573'EAST ON THE PARK ROAD TO THE MARK.  THE MARK BEARS 35 FEET NORTHWEST
 AS0573'OF THE CENTERLINE OF THE ROAD, 26.6 FEET EAST OF BENCH MARK 49 80 B20
 AS0573'REF MK 2, 90.3 FEET SOUTH-SOUTHWEST OF BENCH MARK R109T FRKLN RESET
 AS0573'1980, AND 3.1 FEET SOUTHEAST OF A WITNESS POST.
 AS0573'THE MARK IS 3 FT ABOVE ROAD.
 AS0573
 AS0573                          STATION RECOVERY (1997)
 AS0573
 AS0573'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0575 ***********************************************************************
 AS0575  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0575  DESIGNATION -  49 80 B20 RM 2
 AS0575  PID         -  AS0575
 AS0575  STATE/COUNTY-  FL/FRANKLIN
 AS0575  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0575
 AS0575                         *CURRENT SURVEY CONTROL
 AS0575  ___________________________________________________________________
 AS0575* NAD 83(1986)-  29 41 20.     (N)    084 47 07.     (W)     SCALED    
 AS0575* NAVD 88     -         3.902  (meters)      12.80   (feet)  ADJUSTED  
 AS0575  ___________________________________________________________________
 AS0575  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0575  DYNAMIC HT  -           3.897 (meters)      12.79  (feet)  COMP
 AS0575  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 AS0575
 AS0575  VERT ORDER  -  SECOND    CLASS I
 AS0575
 AS0575.The horizontal coordinates were scaled from a topographic map and have
 AS0575.an estimated accuracy of +/- 6 seconds.
 AS0575
 AS0575.The orthometric height was determined by differential leveling
 AS0575.and adjusted by the National Geodetic Survey in June 1991..
 AS0575
 AS0575.This Tidal Bench Mark is designated as VM 17174
 AS0575.by the Center for Operational Oceanographic Products and Services.
 AS0575
 AS0575.The geoid height was determined by GEOID03.
 AS0575
 AS0575.The dynamic height is computed by dividing the NAVD 88
 AS0575.geopotential number by the normal gravity value computed on the
 AS0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0575.degrees latitude (g = 980.6199 gals.).
 AS0575
 AS0575.The modeled gravity was interpolated from observed gravity values.
 AS0575
 AS0575;                    North         East    Units  Estimated Accuracy
 AS0575;SPC FL N     -    76,400.      572,390.      MT  (+/- 180 meters Scaled)
 AS0575
 AS0575                          SUPERSEDED SURVEY CONTROL
 AS0575
 AS0575.No superseded survey control is available for this station.
 AS0575
 AS0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT142863(NAD 83)
 AS0575_MARKER: DB = BENCH MARK DISK
 AS0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0575_SP_SET: CONCRETE POST
 AS0575_STAMPING: 49 80 B20 REF MK 2
 AS0575_MARK LOGO: FLDNR 
 AS0575_PROJECTION: FLUSH
 AS0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0575+STABILITY: SURFACE MOTION
 AS0575
 AS0575  HISTORY     - Date     Condition        Report By
 AS0575  HISTORY     - 1980     MONUMENTED       FLDT
 AS0575  HISTORY     - 1986     GOOD             FLDNR
 AS0575  HISTORY     - 19971023 GOOD             USPSQD
 AS0575
 AS0575                          STATION DESCRIPTION
 AS0575
 AS0575'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0575'IN ST GEORGE ISLAND.
 AS0575'BEGIN AT THE ENTRANCE TO ST. GEORGE ISLAND STATE PARK, GO 0.65 MILE
 AS0575'EAST ON THE PARK ROAD TO THE MARK.  THE MARK BEARS 52 FEET NORTHWEST
 AS0575'OF THE CENTERLINE OF THE ROAD, 26.6 FEET WEST OF STATION MARK 49 80
 AS0575'B20, AND 1.9 FEET SOUTHEAST OF A WITNESS POST.
 AS0575'THE MARK IS 3 FT ABOVE ROAD.
 AS0575
 AS0575                          STATION RECOVERY (1997)
 AS0575
 AS0575'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0576 ***********************************************************************
 AS0576  DESIGNATION -  49 80 B26
 AS0576  PID         -  AS0576
 AS0576  STATE/COUNTY-  FL/FRANKLIN
 AS0576  USGS QUAD   -  SUGAR HILL (1981)
 AS0576
 AS0576                         *CURRENT SURVEY CONTROL
 AS0576  ___________________________________________________________________
 AS0576* NAD 83(1986)-  29 43 25.     (N)    084 44 19.     (W)     SCALED    
 AS0576* NAVD 88     -         3.973  (meters)      13.03   (feet)  ADJUSTED  
 AS0576  ___________________________________________________________________
 AS0576  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AS0576  DYNAMIC HT  -           3.968 (meters)      13.02  (feet)  COMP
 AS0576  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 AS0576
 AS0576  VERT ORDER  -  SECOND    CLASS I
 AS0576
 AS0576.The horizontal coordinates were scaled from a topographic map and have
 AS0576.an estimated accuracy of +/- 6 seconds.
 AS0576
 AS0576.The orthometric height was determined by differential leveling
 AS0576.and adjusted by the National Geodetic Survey in June 1991..
 AS0576
 AS0576.The geoid height was determined by GEOID03.
 AS0576
 AS0576.The dynamic height is computed by dividing the NAVD 88
 AS0576.geopotential number by the normal gravity value computed on the
 AS0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0576.degrees latitude (g = 980.6199 gals.).
 AS0576
 AS0576.The modeled gravity was interpolated from observed gravity values.
 AS0576
 AS0576;                    North         East    Units  Estimated Accuracy
 AS0576;SPC FL N     -    80,240.      576,910.      MT  (+/- 180 meters Scaled)
 AS0576
 AS0576                          SUPERSEDED SURVEY CONTROL
 AS0576
 AS0576.No superseded survey control is available for this station.
 AS0576
 AS0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT187903(NAD 83)
 AS0576_MARKER: DB = BENCH MARK DISK
 AS0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0576_SP_SET: CONCRETE POST
 AS0576_STAMPING: 49 80 B26
 AS0576_MARK LOGO: FLDNR 
 AS0576_PROJECTION: RECESSED 76 CENTIMETERS
 AS0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0576+STABILITY: SURFACE MOTION
 AS0576
 AS0576  HISTORY     - Date     Condition        Report By
 AS0576  HISTORY     - 1980     MONUMENTED       FLDT
 AS0576  HISTORY     - 1984     GOOD             FLDNR
 AS0576  HISTORY     - 19971203 POOR             USPSQD
 AS0576
 AS0576                          STATION DESCRIPTION
 AS0576
 AS0576'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0576'IN ST GEORGE ISLAND.
 AS0576'BEGIN AT THE ENTRANCE TO ST. GEORGE ISLAND STATE PARK, GO 4.6 MILES
 AS0576'EAST ON THE PARK ROAD TO THE SECOND PAVILLION AREA AND THE MARK.  THE
 AS0576'MARK BEARS 51.7 FEET EAST OF THE CENTERLINE OF THE ROAD, 219 FEET
 AS0576'WEST OF THE NORTHWEST CORNER OF THE WESTMOST BATH HOUSE, AND 3.5 FEET
 AS0576'WEST OF A METAL WITNESS POST.
 AS0576
 AS0576                          STATION RECOVERY (1997)
 AS0576
 AS0576'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0576'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0577 ***********************************************************************
 AS0577  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0577  DESIGNATION -  49 80 B34
 AS0577  PID         -  AS0577
 AS0577  STATE/COUNTY-  FL/FRANKLIN
 AS0577  USGS QUAD   -  CARRABELLE (1992)
 AS0577
 AS0577                         *CURRENT SURVEY CONTROL
 AS0577  ___________________________________________________________________
 AS0577* NAD 83(1986)-  29 46 09.     (N)    084 41 46.     (W)     SCALED    
 AS0577* NAVD 88     -         2.334  (meters)       7.66   (feet)  ADJUSTED  
 AS0577  ___________________________________________________________________
 AS0577  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0577  DYNAMIC HT  -           2.331 (meters)       7.65  (feet)  COMP
 AS0577  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 AS0577
 AS0577  VERT ORDER  -  SECOND    CLASS I
 AS0577
 AS0577.The horizontal coordinates were scaled from a topographic map and have
 AS0577.an estimated accuracy of +/- 6 seconds.
 AS0577
 AS0577.The orthometric height was determined by differential leveling
 AS0577.and adjusted by the National Geodetic Survey in June 1991..
 AS0577
 AS0577.This Tidal Bench Mark is designated as VM 9837
 AS0577.by the Center for Operational Oceanographic Products and Services.
 AS0577
 AS0577.The geoid height was determined by GEOID03.
 AS0577
 AS0577.The dynamic height is computed by dividing the NAVD 88
 AS0577.geopotential number by the normal gravity value computed on the
 AS0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0577.degrees latitude (g = 980.6199 gals.).
 AS0577
 AS0577.The modeled gravity was interpolated from observed gravity values.
 AS0577
 AS0577;                    North         East    Units  Estimated Accuracy
 AS0577;SPC FL N     -    85,280.      581,040.      MT  (+/- 180 meters Scaled)
 AS0577
 AS0577                          SUPERSEDED SURVEY CONTROL
 AS0577
 AS0577.No superseded survey control is available for this station.
 AS0577
 AS0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT227954(NAD 83)
 AS0577_MARKER: DB = BENCH MARK DISK
 AS0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0577_SP_SET: CONCRETE POST
 AS0577_STAMPING: 49 80 B34
 AS0577_MARK LOGO: FLDNR 
 AS0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0577+STABILITY: SURFACE MOTION
 AS0577
 AS0577  HISTORY     - Date     Condition        Report By
 AS0577  HISTORY     - 1980     MONUMENTED       FLDT
 AS0577  HISTORY     - 1987     GOOD             FLDNR
 AS0577  HISTORY     - 19971215 GOOD             USPSQD
 AS0577
 AS0577                          STATION DESCRIPTION
 AS0577
 AS0577'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0577'3.45 MI SSW FROM CARRABELLE.
 AS0577'BEGIN AT THE ENTRANCE TO THE STATE PARK ON ST. GEORGE ISLAND.  GO
 AS0577'EASTERLY ON THE PARK ROAD FOR 7.35 MILES TO THE END OF PAVEMENT.
 AS0577'CONTINUE EASTERLY USING A 4 WHEEL DRIVE VEHICLE FOR 1.25 MILES TO THE
 AS0577'MARK.  THE MARK IS ATOP A SAND DUNE ABOUT 400 FEET SOUTH SOUTHWEST OF
 AS0577'THE EAST END OF THE ISLAND.  THE MARK BEARS 300 FEET WEST OF THE EAST
 AS0577'SHORELINE, 180 FEET SOUTHEAST OF THE SHORELINE OF ST. GEORGE SOUND,
 AS0577'AND 3.7 FEET EAST OF A METAL WITNESS POST.
 AS0577
 AS0577                          STATION RECOVERY (1997)
 AS0577
 AS0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0579 ***********************************************************************
 AS0579  DESIGNATION -  49 80 B34 RM1
 AS0579  PID         -  AS0579
 AS0579  STATE/COUNTY-  FL/FRANKLIN
 AS0579  USGS QUAD   -  CARRABELLE (1992)
 AS0579
 AS0579                         *CURRENT SURVEY CONTROL
 AS0579  ___________________________________________________________________
 AS0579* NAD 83(1986)-  29 46 09.     (N)    084 41 46.     (W)     SCALED    
 AS0579* NAVD 88     -         2.607  (meters)       8.55   (feet)  ADJUSTED  
 AS0579  ___________________________________________________________________
 AS0579  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0579  DYNAMIC HT  -           2.603 (meters)       8.54  (feet)  COMP
 AS0579  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 AS0579
 AS0579  VERT ORDER  -  SECOND    CLASS I
 AS0579
 AS0579.The horizontal coordinates were scaled from a topographic map and have
 AS0579.an estimated accuracy of +/- 6 seconds.
 AS0579
 AS0579.The orthometric height was determined by differential leveling
 AS0579.and adjusted by the National Geodetic Survey in June 1991..
 AS0579
 AS0579.The geoid height was determined by GEOID03.
 AS0579
 AS0579.The dynamic height is computed by dividing the NAVD 88
 AS0579.geopotential number by the normal gravity value computed on the
 AS0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0579.degrees latitude (g = 980.6199 gals.).
 AS0579
 AS0579.The modeled gravity was interpolated from observed gravity values.
 AS0579
 AS0579;                    North         East    Units  Estimated Accuracy
 AS0579;SPC FL N     -    85,280.      581,040.      MT  (+/- 180 meters Scaled)
 AS0579
 AS0579                          SUPERSEDED SURVEY CONTROL
 AS0579
 AS0579.No superseded survey control is available for this station.
 AS0579
 AS0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT227954(NAD 83)
 AS0579_MARKER: DB = BENCH MARK DISK
 AS0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0579_SP_SET: CONCRETE POST
 AS0579_STAMPING: 49 80 B34 REF MK 1
 AS0579_MARK LOGO: FLDNR 
 AS0579_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0579+STABILITY: SURFACE MOTION
 AS0579
 AS0579  HISTORY     - Date     Condition        Report By
 AS0579  HISTORY     - UNK      MONUMENTED       FLDT
 AS0579  HISTORY     - 1987     GOOD             FLDNR
 AS0579
 AS0579                          STATION DESCRIPTION
 AS0579
 AS0579'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0579'3.45 MI SSW FROM CARRABELLE.
 AS0579'BEGIN AT THE ENTRANCE TO THE STATE PARK ON ST. GEORGE ISLAND.  GO
 AS0579'EASTERLY ON THE STATE PARK ROAD FOR 7.35 MILES TO THE END OF
 AS0579'PAVEMENT.  CONTINUE EASTERLY USING A 4-WHEEL DRIVE VEHICLE FOR 1.25
 AS0579'MILES TO THE MARK.  THE MARK IS ATOP A SAND DUNE ABOUT 400 FEET SOUTH
 AS0579'SOUTHWEST OF THE EAST END OF THE ISLAND.  THE MARK BEARS 300 FEET
 AS0579'WEST OF THE EAST SHORELINE, AND 44.6 FEET NORTH OF 49 80 834.
 AS0579'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0580 ***********************************************************************
 AS0580  DESIGNATION -  49 80 C01
 AS0580  PID         -  AS0580
 AS0580  STATE/COUNTY-  FL/FRANKLIN
 AS0580  USGS QUAD   -  CARRABELLE (1992)
 AS0580
 AS0580                         *CURRENT SURVEY CONTROL
 AS0580  ___________________________________________________________________
 AS0580* NAD 83(1986)-  29 47 04.     (N)    084 40 22.     (W)     SCALED    
 AS0580* NAVD 88     -         1.877  (meters)       6.16   (feet)  ADJUSTED  
 AS0580  ___________________________________________________________________
 AS0580  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0580  DYNAMIC HT  -           1.874 (meters)       6.15  (feet)  COMP
 AS0580  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 AS0580
 AS0580  VERT ORDER  -  SECOND    CLASS I
 AS0580
 AS0580.The horizontal coordinates were scaled from a topographic map and have
 AS0580.an estimated accuracy of +/- 6 seconds.
 AS0580
 AS0580.The orthometric height was determined by differential leveling
 AS0580.and adjusted by the National Geodetic Survey in June 1991..
 AS0580
 AS0580.The geoid height was determined by GEOID03.
 AS0580
 AS0580.The dynamic height is computed by dividing the NAVD 88
 AS0580.geopotential number by the normal gravity value computed on the
 AS0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0580.degrees latitude (g = 980.6199 gals.).
 AS0580
 AS0580.The modeled gravity was interpolated from observed gravity values.
 AS0580
 AS0580;                    North         East    Units  Estimated Accuracy
 AS0580;SPC FL N     -    86,970.      583,290.      MT  (+/- 180 meters Scaled)
 AS0580
 AS0580                          SUPERSEDED SURVEY CONTROL
 AS0580
 AS0580.No superseded survey control is available for this station.
 AS0580
 AS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT249971(NAD 83)
 AS0580_MARKER: DB = BENCH MARK DISK
 AS0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0580_SP_SET: CONCRETE POST
 AS0580_STAMPING: 49 80 C01
 AS0580_MARK LOGO: FLDNR 
 AS0580_PROJECTION: RECESSED 13 CENTIMETERS
 AS0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0580+STABILITY: SURFACE MOTION
 AS0580
 AS0580  HISTORY     - Date     Condition        Report By
 AS0580  HISTORY     - 1980     MONUMENTED       FLDT
 AS0580  HISTORY     - 1987     GOOD             FLDNR
 AS0580  HISTORY     - 19980520 GOOD             USPSQD
 AS0580
 AS0580                          STATION DESCRIPTION
 AS0580
 AS0580'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0580'4.5 MI SSW FROM CARRABELLE.
 AS0580'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0580'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0580'5.90 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0580'MARK.  THE MARK IS LOCATED AT THE WESTERN END OF DOG ISLAND.  THE
 AS0580'MARK IS ON THE EAST SIDE OF A NORTH-SOUTH GRASS COVERED DUNE.  THE
 AS0580'MARK BEARS ABOUT 300 FEET EAST OF THE WEST END OF THE ISLAND, 10 FEET
 AS0580'EAST OF THE TOP OF THE DUNE LINE, 37.6 FEET NORTH-NORTHWEST OF 49 80
 AS0580'C01 REF MK 2, AND 33.0 33.0 FEET SOUTHWEST OF 49 80 C01 REF MK 1.
 AS0580'THE MARK IS 4.5 FT  W FROM A WITNESS POST.
 AS0580
 AS0580                          STATION RECOVERY (1998)
 AS0580
 AS0580'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0581 ***********************************************************************
 AS0581  DESIGNATION -  49 80 C01 RM 1
 AS0581  PID         -  AS0581
 AS0581  STATE/COUNTY-  FL/FRANKLIN
 AS0581  USGS QUAD   -  CARRABELLE (1992)
 AS0581
 AS0581                         *CURRENT SURVEY CONTROL
 AS0581  ___________________________________________________________________
 AS0581* NAD 83(1986)-  29 47 04.     (N)    084 40 22.     (W)     SCALED    
 AS0581* NAVD 88     -         1.376  (meters)       4.51   (feet)  ADJUSTED  
 AS0581  ___________________________________________________________________
 AS0581  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0581  DYNAMIC HT  -           1.374 (meters)       4.51  (feet)  COMP
 AS0581  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 AS0581
 AS0581  VERT ORDER  -  SECOND    CLASS I
 AS0581
 AS0581.The horizontal coordinates were scaled from a topographic map and have
 AS0581.an estimated accuracy of +/- 6 seconds.
 AS0581
 AS0581.The orthometric height was determined by differential leveling
 AS0581.and adjusted by the National Geodetic Survey in June 1991..
 AS0581
 AS0581.The geoid height was determined by GEOID03.
 AS0581
 AS0581.The dynamic height is computed by dividing the NAVD 88
 AS0581.geopotential number by the normal gravity value computed on the
 AS0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0581.degrees latitude (g = 980.6199 gals.).
 AS0581
 AS0581.The modeled gravity was interpolated from observed gravity values.
 AS0581
 AS0581;                    North         East    Units  Estimated Accuracy
 AS0581;SPC FL N     -    86,970.      583,290.      MT  (+/- 180 meters Scaled)
 AS0581
 AS0581                          SUPERSEDED SURVEY CONTROL
 AS0581
 AS0581.No superseded survey control is available for this station.
 AS0581
 AS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT249971(NAD 83)
 AS0581_MARKER: DB = BENCH MARK DISK
 AS0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0581_SP_SET: CONCRETE POST
 AS0581_STAMPING: 49 80 C01 REF MK 1
 AS0581_MARK LOGO: FLDNR 
 AS0581_PROJECTION: RECESSED 3 CENTIMETERS
 AS0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0581+STABILITY: SURFACE MOTION
 AS0581
 AS0581  HISTORY     - Date     Condition        Report By
 AS0581  HISTORY     - 1980     MONUMENTED       FLDT
 AS0581  HISTORY     - 1987     GOOD             FLDNR
 AS0581  HISTORY     - 19980520 GOOD             USPSQD
 AS0581
 AS0581                          STATION DESCRIPTION
 AS0581
 AS0581'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0581'4.5 MI SSW FROM CARRABELLE.
 AS0581'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0581'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0581'5.90 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0581'MARK.  THE MARK IS LOCATED AT THE WESTERN END OF DOG ISLAND.  THE
 AS0581'MARK IS ON THE EAST SIDE OF A NORTH-SOUTH GRASS COVERED DUNE.  THE
 AS0581'MARK BEARS ABOUT 300 FEET EAST OF THE WEST END OF THE ISLAND, 32 FEET
 AS0581'EAST OF THE TOP OF THE DUNE LINE, 33.0 FEET NORTHEAST OF 49 80 C01,
 AS0581'AND 65.9 FEET NORTH-NORTHEAST OF 49 80 C01 REF MK 2.
 AS0581'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 AS0581
 AS0581                          STATION RECOVERY (1998)
 AS0581
 AS0581'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0582 ***********************************************************************
 AS0582  DESIGNATION -  49 80 C01 RM 2
 AS0582  PID         -  AS0582
 AS0582  STATE/COUNTY-  FL/FRANKLIN
 AS0582  USGS QUAD   -  CARRABELLE (1992)
 AS0582
 AS0582                         *CURRENT SURVEY CONTROL
 AS0582  ___________________________________________________________________
 AS0582* NAD 83(1986)-  29 47 04.     (N)    084 40 22.     (W)     SCALED    
 AS0582* NAVD 88     -         2.030  (meters)       6.66   (feet)  ADJUSTED  
 AS0582  ___________________________________________________________________
 AS0582  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0582  DYNAMIC HT  -           2.027 (meters)       6.65  (feet)  COMP
 AS0582  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 AS0582
 AS0582  VERT ORDER  -  SECOND    CLASS I
 AS0582
 AS0582.The horizontal coordinates were scaled from a topographic map and have
 AS0582.an estimated accuracy of +/- 6 seconds.
 AS0582
 AS0582.The orthometric height was determined by differential leveling
 AS0582.and adjusted by the National Geodetic Survey in June 1991..
 AS0582
 AS0582.The geoid height was determined by GEOID03.
 AS0582
 AS0582.The dynamic height is computed by dividing the NAVD 88
 AS0582.geopotential number by the normal gravity value computed on the
 AS0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0582.degrees latitude (g = 980.6199 gals.).
 AS0582
 AS0582.The modeled gravity was interpolated from observed gravity values.
 AS0582
 AS0582;                    North         East    Units  Estimated Accuracy
 AS0582;SPC FL N     -    86,970.      583,290.      MT  (+/- 180 meters Scaled)
 AS0582
 AS0582                          SUPERSEDED SURVEY CONTROL
 AS0582
 AS0582.No superseded survey control is available for this station.
 AS0582
 AS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT249971(NAD 83)
 AS0582_MARKER: DB = BENCH MARK DISK
 AS0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0582_SP_SET: CONCRETE POST
 AS0582_STAMPING: 49 80 C01 REF MK 2
 AS0582_MARK LOGO: FLDNR 
 AS0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0582+STABILITY: SURFACE MOTION
 AS0582
 AS0582  HISTORY     - Date     Condition        Report By
 AS0582  HISTORY     - 1980     MONUMENTED       FLDT
 AS0582  HISTORY     - 1987     GOOD             FLDNR
 AS0582  HISTORY     - 19980520 GOOD             USPSQD
 AS0582
 AS0582                          STATION DESCRIPTION
 AS0582
 AS0582'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0582'4.5 MI SSW FROM CARRABELLE.
 AS0582'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0582'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0582'5.90 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0582'MARK.  THE MARK IS LOCATED AT THE WESTERN END OF DOG ISLAND.  THE
 AS0582'MARK IS ON THE EAST SIDE OF A NORTH-SOUTH GRASS COVERED DUNE.  THE
 AS0582'MARK BEARS ABOUT 300 FEET EAST OF THE WEST END OF THE ISLAND, 16 FEET
 AS0582'EAST OF THE TOP OF THE DUNE LINE, 37.6 FEET NORTH-NORTHWEST OF 49 80
 AS0582'C01 AND 65.9 FEET SOUTH-SOUTHWEST OF 49 80 C01 REF MK 1.
 AS0582
 AS0582                          STATION RECOVERY (1998)
 AS0582
 AS0582'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0590 ***********************************************************************
 AS0590  DESIGNATION -  49 80 C04
 AS0590  PID         -  AS0590
 AS0590  STATE/COUNTY-  FL/FRANKLIN
 AS0590  USGS QUAD   -  CARRABELLE (1992)
 AS0590
 AS0590                         *CURRENT SURVEY CONTROL
 AS0590  ___________________________________________________________________
 AS0590* NAD 83(1986)-  29 46 58.     (N)    084 38 40.     (W)     SCALED    
 AS0590* NAVD 88     -         2.547  (meters)       8.36   (feet)  ADJUSTED  
 AS0590  ___________________________________________________________________
 AS0590  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0590  DYNAMIC HT  -           2.544 (meters)       8.35  (feet)  COMP
 AS0590  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 AS0590
 AS0590  VERT ORDER  -  SECOND    CLASS I
 AS0590
 AS0590.The horizontal coordinates were scaled from a topographic map and have
 AS0590.an estimated accuracy of +/- 6 seconds.
 AS0590
 AS0590.The orthometric height was determined by differential leveling
 AS0590.and adjusted by the National Geodetic Survey in June 1991..
 AS0590
 AS0590.The geoid height was determined by GEOID03.
 AS0590
 AS0590.The dynamic height is computed by dividing the NAVD 88
 AS0590.geopotential number by the normal gravity value computed on the
 AS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0590.degrees latitude (g = 980.6199 gals.).
 AS0590
 AS0590.The modeled gravity was interpolated from observed gravity values.
 AS0590
 AS0590;                    North         East    Units  Estimated Accuracy
 AS0590;SPC FL N     -    86,780.      586,030.      MT  (+/- 180 meters Scaled)
 AS0590
 AS0590                          SUPERSEDED SURVEY CONTROL
 AS0590
 AS0590.No superseded survey control is available for this station.
 AS0590
 AS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT277970(NAD 83)
 AS0590_MARKER: DB = BENCH MARK DISK
 AS0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0590_SP_SET: CONCRETE POST
 AS0590_STAMPING: 49 80 C04
 AS0590_MARK LOGO: FLDNR 
 AS0590_PROJECTION: RECESSED 5 CENTIMETERS
 AS0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0590+STABILITY: SURFACE MOTION
 AS0590
 AS0590  HISTORY     - Date     Condition        Report By
 AS0590  HISTORY     - 1980     MONUMENTED       FLDT
 AS0590  HISTORY     - 1987     GOOD             FLDNR
 AS0590  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0590
 AS0590                          STATION DESCRIPTION
 AS0590
 AS0590'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0590'4.75 MI SSE FROM CARRABELLE.
 AS0590'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0590'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0590'4.15 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0590'SET ATOP A SMALL DUNE.  THE DUNE IS SURROUNDED BY PALMETTOS AND SCRUB
 AS0590'OAKS.  THE MARK BEARS 165 FEET EAST OF THE CENTERLINE OF THE SAND
 AS0590'ROAD, 134.8 FEET SOUTHEAST OF POWER POLE NUMBER 5-4470, 7 FEET WEST
 AS0590'OF THE WEST EDGE OF A PALMETTO CLUMP, 8 FEET NORTHEAST OF THE NORTH
 AS0590'EDGE OF A SCRUB OAK CLUMP, 42.7 FEET NORTHEAST OF 49 80 C04 REF MK 1,
 AS0590'AND 48.8 FEET SOUTHEAST OF 49 80 C04 REF MK 2.
 AS0590'THE MARK IS 4.0 FT  SE FROM A WITNESS POST.
 AS0590
 AS0590                          STATION RECOVERY (1998)
 AS0590
 AS0590'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0591 ***********************************************************************
 AS0591  DESIGNATION -  49 80 C06
 AS0591  PID         -  AS0591
 AS0591  STATE/COUNTY-  FL/FRANKLIN
 AS0591  USGS QUAD   -  DOG ISLAND (1994)
 AS0591
 AS0591                         *CURRENT SURVEY CONTROL
 AS0591  ___________________________________________________________________
 AS0591* NAD 83(1986)-  29 47 23.     (N)    084 37 23.     (W)     SCALED    
 AS0591* NAVD 88     -         2.642  (meters)       8.67   (feet)  ADJUSTED  
 AS0591  ___________________________________________________________________
 AS0591  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0591  DYNAMIC HT  -           2.639 (meters)       8.66  (feet)  COMP
 AS0591  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 AS0591
 AS0591  VERT ORDER  -  SECOND    CLASS I
 AS0591
 AS0591.The horizontal coordinates were scaled from a topographic map and have
 AS0591.an estimated accuracy of +/- 6 seconds.
 AS0591
 AS0591.The orthometric height was determined by differential leveling
 AS0591.and adjusted by the National Geodetic Survey in June 1991..
 AS0591
 AS0591.The geoid height was determined by GEOID03.
 AS0591
 AS0591.The dynamic height is computed by dividing the NAVD 88
 AS0591.geopotential number by the normal gravity value computed on the
 AS0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0591.degrees latitude (g = 980.6199 gals.).
 AS0591
 AS0591.The modeled gravity was interpolated from observed gravity values.
 AS0591
 AS0591;                    North         East    Units  Estimated Accuracy
 AS0591;SPC FL N     -    87,550.      588,100.      MT  (+/- 180 meters Scaled)
 AS0591
 AS0591                          SUPERSEDED SURVEY CONTROL
 AS0591
 AS0591.No superseded survey control is available for this station.
 AS0591
 AS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT297978(NAD 83)
 AS0591_MARKER: DB = BENCH MARK DISK
 AS0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0591_SP_SET: CONCRETE POST
 AS0591_STAMPING: 49 80 C06
 AS0591_MARK LOGO: FLDNR 
 AS0591_PROJECTION: RECESSED 8 CENTIMETERS
 AS0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0591+STABILITY: SURFACE MOTION
 AS0591
 AS0591  HISTORY     - Date     Condition        Report By
 AS0591  HISTORY     - 1980     MONUMENTED       FLDT
 AS0591  HISTORY     - 1987     GOOD             FLDNR
 AS0591  HISTORY     - 19980520 GOOD             USPSQD
 AS0591
 AS0591                          STATION DESCRIPTION
 AS0591
 AS0591'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0591'4.75 MI SE FROM CARRABELLE.
 AS0591'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0591'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0591'2.7 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0591'LOCATED ATOP A LARGE, FLAT BRUSH COVERED DUNE.  THE MARK BEARS 36.5
 AS0591'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF THE
 AS0591'BRUSH LINE, 8 FEET WEST OF THE EAST EDGE OF THE DUNE, 41.4 FEET
 AS0591'SOUTHWEST OF 49 80 C06 REF MK 1 AND 34.9 FEET NORTH OF 49 80 C06 REF
 AS0591'MK 2.
 AS0591'THE MARK IS 5.0 FT  SE FROM A WITNESS POST.
 AS0591
 AS0591                          STATION RECOVERY (1998)
 AS0591
 AS0591'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0592 ***********************************************************************
 AS0592  DESIGNATION -  49 80 C09
 AS0592  PID         -  AS0592
 AS0592  STATE/COUNTY-  FL/FRANKLIN
 AS0592  USGS QUAD   -  DOG ISLAND (1994)
 AS0592
 AS0592                         *CURRENT SURVEY CONTROL
 AS0592  ___________________________________________________________________
 AS0592* NAD 83(1986)-  29 47 50.     (N)    084 36 24.     (W)     SCALED    
 AS0592* NAVD 88     -         5.951  (meters)      19.52   (feet)  ADJUSTED  
 AS0592  ___________________________________________________________________
 AS0592  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AS0592  DYNAMIC HT  -           5.943 (meters)      19.50  (feet)  COMP
 AS0592  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 AS0592
 AS0592  VERT ORDER  -  SECOND    CLASS I
 AS0592
 AS0592.The horizontal coordinates were scaled from a topographic map and have
 AS0592.an estimated accuracy of +/- 6 seconds.
 AS0592
 AS0592.The orthometric height was determined by differential leveling
 AS0592.and adjusted by the National Geodetic Survey in June 1991..
 AS0592
 AS0592.The geoid height was determined by GEOID03.
 AS0592
 AS0592.The dynamic height is computed by dividing the NAVD 88
 AS0592.geopotential number by the normal gravity value computed on the
 AS0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0592.degrees latitude (g = 980.6199 gals.).
 AS0592
 AS0592.The modeled gravity was interpolated from observed gravity values.
 AS0592
 AS0592;                    North         East    Units  Estimated Accuracy
 AS0592;SPC FL N     -    88,380.      589,690.      MT  (+/- 180 meters Scaled)
 AS0592
 AS0592                          SUPERSEDED SURVEY CONTROL
 AS0592
 AS0592.No superseded survey control is available for this station.
 AS0592
 AS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT313987(NAD 83)
 AS0592_MARKER: DB = BENCH MARK DISK
 AS0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0592_SP_SET: CONCRETE POST
 AS0592_STAMPING: 49 80 C09
 AS0592_MARK LOGO: FLDNR 
 AS0592_PROJECTION: RECESSED 15 CENTIMETERS
 AS0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0592+STABILITY: SURFACE MOTION
 AS0592
 AS0592  HISTORY     - Date     Condition        Report By
 AS0592  HISTORY     - 1980     MONUMENTED       FLDT
 AS0592  HISTORY     - 1987     GOOD             FLDNR
 AS0592  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0592
 AS0592                          STATION DESCRIPTION
 AS0592
 AS0592'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0592'5.0 MI SE FROM CARRABELLE.
 AS0592'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0592'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0592'1.6 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0592'LOCATED ATOP A HIGH SAND DUNE THAT IS MIDWAY BETWEEN TWO HOUSES THAT
 AS0592'ARE ABOUT 1200 FEET APART.  THE MARK BEARS ABOUT 244 FEET SOUTH-
 AS0592'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 31 FEET NORTH OF THE SOUTH
 AS0592'EDGE OF A SAND DUNE, 23 FEET EAST OF THE WEST EDGE OF THE SAND DUNE,
 AS0592'250 FEET SOUTHEAST OF A POWER POLE, 28.1 FEET SOUTHEAST OF 49 80 C09
 AS0592'REF MK2, 44.8 FEET WEST OF 49 80 C09 REF MK 1 AND 1872.1 FEET
 AS0592'SOUTHWEST OF 49 80 C10.
 AS0592'THE MARK IS 5.6 FT  NNW FROM A WITNESS POST.
 AS0592
 AS0592                          STATION RECOVERY (1998)
 AS0592
 AS0592'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0593 ***********************************************************************
 AS0593  DESIGNATION -  49 80 C10
 AS0593  PID         -  AS0593
 AS0593  STATE/COUNTY-  FL/FRANKLIN
 AS0593  USGS QUAD   -  DOG ISLAND (1994)
 AS0593
 AS0593                         *CURRENT SURVEY CONTROL
 AS0593  ___________________________________________________________________
 AS0593* NAD 83(1986)-  29 47 57.     (N)    084 36 14.     (W)     SCALED    
 AS0593* NAVD 88     -         2.355  (meters)       7.73   (feet)  ADJUSTED  
 AS0593  ___________________________________________________________________
 AS0593  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AS0593  DYNAMIC HT  -           2.351 (meters)       7.71  (feet)  COMP
 AS0593  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 AS0593
 AS0593  VERT ORDER  -  SECOND    CLASS I
 AS0593
 AS0593.The horizontal coordinates were scaled from a topographic map and have
 AS0593.an estimated accuracy of +/- 6 seconds.
 AS0593
 AS0593.The orthometric height was determined by differential leveling
 AS0593.and adjusted by the National Geodetic Survey in June 1991..
 AS0593
 AS0593.The geoid height was determined by GEOID03.
 AS0593
 AS0593.The dynamic height is computed by dividing the NAVD 88
 AS0593.geopotential number by the normal gravity value computed on the
 AS0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0593.degrees latitude (g = 980.6199 gals.).
 AS0593
 AS0593.The modeled gravity was interpolated from observed gravity values.
 AS0593
 AS0593;                    North         East    Units  Estimated Accuracy
 AS0593;SPC FL N     -    88,590.      589,960.      MT  (+/- 180 meters Scaled)
 AS0593
 AS0593                          SUPERSEDED SURVEY CONTROL
 AS0593
 AS0593.No superseded survey control is available for this station.
 AS0593
 AS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT315989(NAD 83)
 AS0593_MARKER: DB = BENCH MARK DISK
 AS0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0593_SP_SET: CONCRETE POST
 AS0593_STAMPING: 49 80 C10
 AS0593_MARK LOGO: FLDNR 
 AS0593_PROJECTION: RECESSED 8 CENTIMETERS
 AS0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0593+STABILITY: SURFACE MOTION
 AS0593
 AS0593  HISTORY     - Date     Condition        Report By
 AS0593  HISTORY     - 1980     MONUMENTED       FLDT
 AS0593  HISTORY     - 1987     GOOD             FLDNR
 AS0593  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0593
 AS0593                          STATION DESCRIPTION
 AS0593
 AS0593'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0593'5.0 MI SE FROM CARRABELLE.
 AS0593'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0593'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0593'1.35 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0593'LOCATED EAST OF A CURVE IN THE ROAD.  THE MARK BEARS 11.5 FEET
 AS0593'NORTHWEST OF THE CENTERLINE OF THE ROAD, 63.0 FEET NORTHWEST OF A
 AS0593'POWER POLE, 60.7 FEET WEST OF 49 80 C10 REF MK 1, 44.3 FEET NORTH OF
 AS0593'49 80 C10 REF MK 2, AND 1872.1 FEET NORTHEAST OF 49 80 C09.
 AS0593'THE MARK IS 6.2 FT  SE FROM A WITNESS POST.
 AS0593
 AS0593                          STATION RECOVERY (1998)
 AS0593
 AS0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0594 ***********************************************************************
 AS0594  DESIGNATION -  49 80 C11
 AS0594  PID         -  AS0594
 AS0594  STATE/COUNTY-  FL/FRANKLIN
 AS0594  USGS QUAD   -  DOG ISLAND (1994)
 AS0594
 AS0594                         *CURRENT SURVEY CONTROL
 AS0594  ___________________________________________________________________
 AS0594* NAD 83(1986)-  29 48 07.     (N)    084 35 48.     (W)     SCALED    
 AS0594* NAVD 88     -         3.619  (meters)      11.87   (feet)  ADJUSTED  
 AS0594  ___________________________________________________________________
 AS0594  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0594  DYNAMIC HT  -           3.614 (meters)      11.86  (feet)  COMP
 AS0594  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 AS0594
 AS0594  VERT ORDER  -  SECOND    CLASS I
 AS0594
 AS0594.The horizontal coordinates were scaled from a topographic map and have
 AS0594.an estimated accuracy of +/- 6 seconds.
 AS0594
 AS0594.The orthometric height was determined by differential leveling
 AS0594.and adjusted by the National Geodetic Survey in June 1991..
 AS0594
 AS0594.The geoid height was determined by GEOID03.
 AS0594
 AS0594.The dynamic height is computed by dividing the NAVD 88
 AS0594.geopotential number by the normal gravity value computed on the
 AS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0594.degrees latitude (g = 980.6199 gals.).
 AS0594
 AS0594.The modeled gravity was interpolated from observed gravity values.
 AS0594
 AS0594;                    North         East    Units  Estimated Accuracy
 AS0594;SPC FL N     -    88,900.      590,660.      MT  (+/- 180 meters Scaled)
 AS0594
 AS0594                          SUPERSEDED SURVEY CONTROL
 AS0594
 AS0594.No superseded survey control is available for this station.
 AS0594
 AS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT322992(NAD 83)
 AS0594_MARKER: DB = BENCH MARK DISK
 AS0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0594_SP_SET: CONCRETE POST
 AS0594_STAMPING: 49 80 C11
 AS0594_MARK LOGO: FLDNR 
 AS0594_PROJECTION: RECESSED 10 CENTIMETERS
 AS0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0594+STABILITY: SURFACE MOTION
 AS0594
 AS0594  HISTORY     - Date     Condition        Report By
 AS0594  HISTORY     - 1980     MONUMENTED       FLDT
 AS0594  HISTORY     - 1987     GOOD             FLDNR
 AS0594  HISTORY     - 19980520 GOOD             USPSQD
 AS0594
 AS0594                          STATION DESCRIPTION
 AS0594
 AS0594'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0594'5.25 MI SE FROM CARRABELLE.
 AS0594'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0594'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0594'0.9 MILE SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0594'LOCATED NEAR BALLYLEE DRIVE.  THE MARK BEARS 10.0 FEET SOUTHEAST OF
 AS0594'THE CENTERLINE OF THE SAND ROAD, 60.3 FEET NORTHEAST OF THE
 AS0594'CENTERLINE OF THE DRIVE, 81.0 FEET NORTHWEST OF POWER POLE NUMBER
 AS0594'58X2376R, 45.9 FEET SOUTH OF 49 80 C11 REF MK 1 39.8 FEET SOUTHEAST
 AS0594'OF 49 80 C11 REF MK 2, AND 2488.0 FEET NORTHEAST OF 49 80 C10.
 AS0594'THE MARK IS 5.7 FT  NW FROM A WITNESS POST.
 AS0594
 AS0594                          STATION RECOVERY (1998)
 AS0594
 AS0594'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0595 ***********************************************************************
 AS0595  DESIGNATION -  49 80 C12
 AS0595  PID         -  AS0595
 AS0595  STATE/COUNTY-  FL/FRANKLIN
 AS0595  USGS QUAD   -  DOG ISLAND (1994)
 AS0595
 AS0595                         *CURRENT SURVEY CONTROL
 AS0595  ___________________________________________________________________
 AS0595* NAD 83(1986)-  29 48 18.     (N)    084 35 22.     (W)     SCALED    
 AS0595* NAVD 88     -         2.039  (meters)       6.69   (feet)  ADJUSTED  
 AS0595  ___________________________________________________________________
 AS0595  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0595  DYNAMIC HT  -           2.036 (meters)       6.68  (feet)  COMP
 AS0595  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 AS0595
 AS0595  VERT ORDER  -  SECOND    CLASS I
 AS0595
 AS0595.The horizontal coordinates were scaled from a topographic map and have
 AS0595.an estimated accuracy of +/- 6 seconds.
 AS0595
 AS0595.The orthometric height was determined by differential leveling
 AS0595.and adjusted by the National Geodetic Survey in June 1991..
 AS0595
 AS0595.The geoid height was determined by GEOID03.
 AS0595
 AS0595.The dynamic height is computed by dividing the NAVD 88
 AS0595.geopotential number by the normal gravity value computed on the
 AS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0595.degrees latitude (g = 980.6199 gals.).
 AS0595
 AS0595.The modeled gravity was interpolated from observed gravity values.
 AS0595
 AS0595;                    North         East    Units  Estimated Accuracy
 AS0595;SPC FL N     -    89,240.      591,350.      MT  (+/- 180 meters Scaled)
 AS0595
 AS0595                          SUPERSEDED SURVEY CONTROL
 AS0595
 AS0595.No superseded survey control is available for this station.
 AS0595
 AS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT329996(NAD 83)
 AS0595_MARKER: DB = BENCH MARK DISK
 AS0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0595_SP_SET: CONCRETE POST
 AS0595_STAMPING: 49 80 C12
 AS0595_MARK LOGO: FLDNR 
 AS0595_PROJECTION: RECESSED 13 CENTIMETERS
 AS0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0595+STABILITY: SURFACE MOTION
 AS0595
 AS0595  HISTORY     - Date     Condition        Report By
 AS0595  HISTORY     - 1980     MONUMENTED       FLDT
 AS0595  HISTORY     - 1987     GOOD             FLDNR
 AS0595  HISTORY     - 19980520 GOOD             USPSQD
 AS0595
 AS0595                          STATION DESCRIPTION
 AS0595
 AS0595'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0595'5.5 MI SE FROM CARRABELLE.
 AS0595'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0595'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD GO
 AS0595'0.4 MILE SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS
 AS0595'0.2 MILE SOUTHWEST OF THE NORTH-SOUTH AIRPORT RUNWAY, 12.0 FEET
 AS0595'NORTH-NORTHWEST OF THE CENTERLINE OF THE SAND ROAD, 331.0 FEET
 AS0595'SOUTH-SOUTHEAST OF A 12 INCH PINE TREE, 99.0 FEET NORTHWEST OF POWER
 AS0595'POLE NUMBER 58X2365R, 120 FEET WEST-SOUTHWEST OF THE CENTER OF A ROAD
 AS0595'FORK, 34.5 FEET NORTHWEST OF 49 80 C12 REF MK 1 36.8 FEET NORTH OF 49
 AS0595'80 C12 REF MK 2, AND 2619.3 FEET NORTHEAST OF 49 80 C11.
 AS0595'THE MARK IS 6.0 FT  SSE FROM A WITNESS POST.
 AS0595
 AS0595                          STATION RECOVERY (1998)
 AS0595
 AS0595'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0601 ***********************************************************************
 AS0601  DESIGNATION -  49 80 C13
 AS0601  PID         -  AS0601
 AS0601  STATE/COUNTY-  FL/FRANKLIN
 AS0601  USGS QUAD   -  DOG ISLAND (1994)
 AS0601
 AS0601                         *CURRENT SURVEY CONTROL
 AS0601  ___________________________________________________________________
 AS0601* NAD 83(1986)-  29 48 25.     (N)    084 34 57.     (W)     SCALED    
 AS0601* NAVD 88     -         4.327  (meters)      14.20   (feet)  ADJUSTED  
 AS0601  ___________________________________________________________________
 AS0601  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0601  DYNAMIC HT  -           4.321 (meters)      14.18  (feet)  COMP
 AS0601  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 AS0601
 AS0601  VERT ORDER  -  SECOND    CLASS I
 AS0601
 AS0601.The horizontal coordinates were scaled from a topographic map and have
 AS0601.an estimated accuracy of +/- 6 seconds.
 AS0601
 AS0601.The orthometric height was determined by differential leveling
 AS0601.and adjusted by the National Geodetic Survey in June 1991..
 AS0601
 AS0601.The geoid height was determined by GEOID03.
 AS0601
 AS0601.The dynamic height is computed by dividing the NAVD 88
 AS0601.geopotential number by the normal gravity value computed on the
 AS0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0601.degrees latitude (g = 980.6199 gals.).
 AS0601
 AS0601.The modeled gravity was interpolated from observed gravity values.
 AS0601
 AS0601;                    North         East    Units  Estimated Accuracy
 AS0601;SPC FL N     -    89,450.      592,030.      MT  (+/- 180 meters Scaled)
 AS0601
 AS0601                          SUPERSEDED SURVEY CONTROL
 AS0601
 AS0601.No superseded survey control is available for this station.
 AS0601
 AS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT336998(NAD 83)
 AS0601_MARKER: DB = BENCH MARK DISK
 AS0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0601_SP_SET: CONCRETE POST
 AS0601_STAMPING: 49 80 C13
 AS0601_MARK LOGO: FLDNR 
 AS0601_PROJECTION: RECESSED 15 CENTIMETERS
 AS0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0601+STABILITY: SURFACE MOTION
 AS0601
 AS0601  HISTORY     - Date     Condition        Report By
 AS0601  HISTORY     - 1980     MONUMENTED       FLDT
 AS0601  HISTORY     - 1987     GOOD             FLDNR
 AS0601  HISTORY     - 19980520 GOOD             USPSQD
 AS0601
 AS0601                          STATION DESCRIPTION
 AS0601
 AS0601'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0601'5.5 MI SE FROM CARRABELLE.
 AS0601'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0601'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0601'0.05 MILE NORTHEAST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS SET
 AS0601'ATOP A SMALL NORTH-SOUTH SAND DUNE.  71.0 FEET SOUTH-SOUTHEAST OF THE
 AS0601'CENTERLINE OF THE SAND ROAD, 55.2 FEET EAST-NORTHEAST OF THE
 AS0601'NORTHEAST CORNER OF A MOTEL, 4 FEET EAST OF THE WEST EDGE OF THE SAND
 AS0601'DUNE, 13 FEET WEST OF THE EAST EDGE, 44.2 FEET SOUTHEAST OF 49 80 C
 AS0601'13 REF MK 1, 86.5 FEET NORTH-NORTHEAST OF R 183 FRANKLIN CO 74 AND
 AS0601'2386.3 FEET EAST-NORTHEST OF 49 80 C12.
 AS0601'THE MARK IS 4.0 FT  NNW FROM A WITNESS POST.
 AS0601
 AS0601                          STATION RECOVERY (1998)
 AS0601
 AS0601'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0602 ***********************************************************************
 AS0602  DESIGNATION -  49 80 C14
 AS0602  PID         -  AS0602
 AS0602  STATE/COUNTY-  FL/FRANKLIN
 AS0602  USGS QUAD   -  DOG ISLAND (1994)
 AS0602
 AS0602                         *CURRENT SURVEY CONTROL
 AS0602  ___________________________________________________________________
 AS0602* NAD 83(1986)-  29 48 38.     (N)    084 34 37.     (W)     SCALED    
 AS0602* NAVD 88     -         1.714  (meters)       5.62   (feet)  ADJUSTED  
 AS0602  ___________________________________________________________________
 AS0602  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0602  DYNAMIC HT  -           1.712 (meters)       5.62  (feet)  COMP
 AS0602  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 AS0602
 AS0602  VERT ORDER  -  SECOND    CLASS I
 AS0602
 AS0602.The horizontal coordinates were scaled from a topographic map and have
 AS0602.an estimated accuracy of +/- 6 seconds.
 AS0602
 AS0602.The orthometric height was determined by differential leveling
 AS0602.and adjusted by the National Geodetic Survey in June 1991..
 AS0602
 AS0602.The geoid height was determined by GEOID03.
 AS0602
 AS0602.The dynamic height is computed by dividing the NAVD 88
 AS0602.geopotential number by the normal gravity value computed on the
 AS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0602.degrees latitude (g = 980.6199 gals.).
 AS0602
 AS0602.The modeled gravity was interpolated from observed gravity values.
 AS0602
 AS0602;                    North         East    Units  Estimated Accuracy
 AS0602;SPC FL N     -    89,850.      592,560.      MT  (+/- 180 meters Scaled)
 AS0602
 AS0602                          SUPERSEDED SURVEY CONTROL
 AS0602
 AS0602.No superseded survey control is available for this station.
 AS0602
 AS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU341002(NAD 83)
 AS0602_MARKER: DB = BENCH MARK DISK
 AS0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0602_SP_SET: CONCRETE POST
 AS0602_STAMPING: 49 80 C14
 AS0602_MARK LOGO: FLDNR 
 AS0602_PROJECTION: RECESSED 8 CENTIMETERS
 AS0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0602+STABILITY: SURFACE MOTION
 AS0602
 AS0602  HISTORY     - Date     Condition        Report By
 AS0602  HISTORY     - 1980     MONUMENTED       FLDT
 AS0602  HISTORY     - 1987     GOOD             FLDNR
 AS0602  HISTORY     - 19980520 GOOD             USPSQD
 AS0602
 AS0602                          STATION DESCRIPTION
 AS0602
 AS0602'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0602'6.0 MI SE FROM CARRABELLE.
 AS0602'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0602'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0602'0.5 MILE NORTHEAST ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS
 AS0602'27.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 107.3 FEET
 AS0602'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE ON POLES, 9.8 FEET WEST-
 AS0602'SOUTHWEST OF POWER POLE NUMBER 58X238R, 46.9 FEET WEST OF 49 80 C14
 AS0602'REF MK 1, 43.8 NORTH-NORTHEAST OF 49 80 C14 REF MK 2, 2158.9 FEET
 AS0602'NORTHEAST OF 49 80 C13.
 AS0602'THE MARK IS 4.5 FT  NW FROM A WITNESS POST.
 AS0602
 AS0602                          STATION RECOVERY (1998)
 AS0602
 AS0602'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0603 ***********************************************************************
 AS0603  DESIGNATION -  49 80 C15
 AS0603  PID         -  AS0603
 AS0603  STATE/COUNTY-  FL/FRANKLIN
 AS0603  USGS QUAD   -  DOG ISLAND (1994)
 AS0603
 AS0603                         *CURRENT SURVEY CONTROL
 AS0603  ___________________________________________________________________
 AS0603* NAD 83(1986)-  29 49 03.     (N)    084 34 27.     (W)     SCALED    
 AS0603* NAVD 88     -         3.355  (meters)      11.01   (feet)  ADJUSTED  
 AS0603  ___________________________________________________________________
 AS0603  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0603  DYNAMIC HT  -           3.351 (meters)      10.99  (feet)  COMP
 AS0603  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 AS0603
 AS0603  VERT ORDER  -  SECOND    CLASS I
 AS0603
 AS0603.The horizontal coordinates were scaled from a topographic map and have
 AS0603.an estimated accuracy of +/- 6 seconds.
 AS0603
 AS0603.The orthometric height was determined by differential leveling
 AS0603.and adjusted by the National Geodetic Survey in June 1991..
 AS0603
 AS0603.The geoid height was determined by GEOID03.
 AS0603
 AS0603.The dynamic height is computed by dividing the NAVD 88
 AS0603.geopotential number by the normal gravity value computed on the
 AS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0603.degrees latitude (g = 980.6199 gals.).
 AS0603
 AS0603.The modeled gravity was interpolated from observed gravity values.
 AS0603
 AS0603;                    North         East    Units  Estimated Accuracy
 AS0603;SPC FL N     -    90,620.      592,830.      MT  (+/- 180 meters Scaled)
 AS0603
 AS0603                          SUPERSEDED SURVEY CONTROL
 AS0603
 AS0603.No superseded survey control is available for this station.
 AS0603
 AS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344010(NAD 83)
 AS0603_MARKER: DB = BENCH MARK DISK
 AS0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0603_SP_SET: CONCRETE POST
 AS0603_STAMPING: 49 80 C15
 AS0603_MARK LOGO: FLDNR 
 AS0603_PROJECTION: RECESSED 10 CENTIMETERS
 AS0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0603+STABILITY: SURFACE MOTION
 AS0603
 AS0603  HISTORY     - Date     Condition        Report By
 AS0603  HISTORY     - 1980     MONUMENTED       FLDT
 AS0603  HISTORY     - 1987     GOOD             FLDNR
 AS0603  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0603
 AS0603                          STATION DESCRIPTION
 AS0603
 AS0603'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0603'6.0 MI ESE FROM CARRABELLE.
 AS0603'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0603'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0603'1.05 MILES NORTHEAST ALONG THE SAND ROAD TO THE MARK VICINITY.  THE
 AS0603'MARK IS LOCATED ATOP A LINE OF SAND DUNES.  THE SAND DUNE LINE IS
 AS0603'SOUTHEAST AND BEYOND A LINE OF PINE TREES.  THE MARK IS NEAR THE
 AS0603'SOUTHWEST END OF THE DUNES.  THE MARK IS ABOUT MIDWAY BETWEEN THE
 AS0603'SAND ROAD AND THE BEACH.  THE MARK BEARS 7 FEET SOUTHEAST OF THE
 AS0603'NORTHWEST EDGE OF THE SAND DUNE, 74.0 FEET EAST-SOUTHEAST OF A 6 INCH
 AS0603'FORKED PINE TREE, 37.4 FEET SOUTHWEST OF 49 80 C15 REF MK 1, 29.9
 AS0603'FEET FEET NORTHEAST OF 49 80 C15 REF MK 2, AND 2912.9 FEET
 AS0603'NORTH-NORTHEAST OF 49 80 C14.
 AS0603'THE MARK IS 6.0 FT  SE FROM A WITNESS POST.
 AS0603
 AS0603                          STATION RECOVERY (1998)
 AS0603
 AS0603'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0605 ***********************************************************************
 AS0605  DESIGNATION -  49 80 C15 RM 1
 AS0605  PID         -  AS0605
 AS0605  STATE/COUNTY-  FL/FRANKLIN
 AS0605  USGS QUAD   -  DOG ISLAND (1994)
 AS0605
 AS0605                         *CURRENT SURVEY CONTROL
 AS0605  ___________________________________________________________________
 AS0605* NAD 83(1986)-  29 49 03.     (N)    084 34 27.     (W)     SCALED    
 AS0605* NAVD 88     -         3.206  (meters)      10.52   (feet)  ADJUSTED  
 AS0605  ___________________________________________________________________
 AS0605  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0605  DYNAMIC HT  -           3.202 (meters)      10.51  (feet)  COMP
 AS0605  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 AS0605
 AS0605  VERT ORDER  -  SECOND    CLASS I
 AS0605
 AS0605.The horizontal coordinates were scaled from a topographic map and have
 AS0605.an estimated accuracy of +/- 6 seconds.
 AS0605
 AS0605.The orthometric height was determined by differential leveling
 AS0605.and adjusted by the National Geodetic Survey in June 1991..
 AS0605
 AS0605.The geoid height was determined by GEOID03.
 AS0605
 AS0605.The dynamic height is computed by dividing the NAVD 88
 AS0605.geopotential number by the normal gravity value computed on the
 AS0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0605.degrees latitude (g = 980.6199 gals.).
 AS0605
 AS0605.The modeled gravity was interpolated from observed gravity values.
 AS0605
 AS0605;                    North         East    Units  Estimated Accuracy
 AS0605;SPC FL N     -    90,620.      592,830.      MT  (+/- 180 meters Scaled)
 AS0605
 AS0605                          SUPERSEDED SURVEY CONTROL
 AS0605
 AS0605.No superseded survey control is available for this station.
 AS0605
 AS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344010(NAD 83)
 AS0605_MARKER: DB = BENCH MARK DISK
 AS0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0605_SP_SET: CONCRETE POST
 AS0605_STAMPING: 49 80 C15 REF MK 1
 AS0605_MARK LOGO: FLDNR 
 AS0605_PROJECTION: FLUSH
 AS0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0605+STABILITY: SURFACE MOTION
 AS0605
 AS0605  HISTORY     - Date     Condition        Report By
 AS0605  HISTORY     - 1980     MONUMENTED       FLDT
 AS0605  HISTORY     - 1987     GOOD             FLDNR
 AS0605  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0605
 AS0605                          STATION DESCRIPTION
 AS0605
 AS0605'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0605'6.0 MI ESE FROM CARRABELLE.
 AS0605'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0605'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0605'1.05 MILES NORTHEAST ALONG THE SAND ROAD TO THE MARK VICINITY.  THE
 AS0605'MARK IS LOCATED ATOP A LINE OF SAND DUNES.  THE SAND DUNE LINE IS
 AS0605'SOUTHEAST AND BEYOND A LINE OF PINE TREES.  THE MARK IS NEAR THE
 AS0605'SOUTHWEST END OF THE DUNES.  THE MARK IS ABOUT MIDWAY BETWEEN THE
 AS0605'SAND ROAD AND THE BEACH.  THE MARK BEARS 2 FEET SOUTHEAST OF THE
 AS0605'NORTHWEST EDGE OF THE SAND DUNE, 10 FEET NORTHWEST OF THE SOUTHWEST
 AS0605'EDGE OF THE SAND DUNE, 37.4 FEET NORTHEAST OF 49 80 C15, AND 66.2
 AS0605'FEET NORTH OF 49 80 C15 REF MK 2.
 AS0605'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 AS0605
 AS0605                          STATION RECOVERY (1998)
 AS0605
 AS0605'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0604 ***********************************************************************
 AS0604  DESIGNATION -  49 80 C15 RM 2
 AS0604  PID         -  AS0604
 AS0604  STATE/COUNTY-  FL/FRANKLIN
 AS0604  USGS QUAD   -  DOG ISLAND (1994)
 AS0604
 AS0604                         *CURRENT SURVEY CONTROL
 AS0604  ___________________________________________________________________
 AS0604* NAD 83(1986)-  29 49 03.     (N)    084 34 27.     (W)     SCALED    
 AS0604* NAVD 88     -         3.222  (meters)      10.57   (feet)  ADJUSTED  
 AS0604  ___________________________________________________________________
 AS0604  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0604  DYNAMIC HT  -           3.218 (meters)      10.56  (feet)  COMP
 AS0604  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 AS0604
 AS0604  VERT ORDER  -  SECOND    CLASS I
 AS0604
 AS0604.The horizontal coordinates were scaled from a topographic map and have
 AS0604.an estimated accuracy of +/- 6 seconds.
 AS0604
 AS0604.The orthometric height was determined by differential leveling
 AS0604.and adjusted by the National Geodetic Survey in June 1991..
 AS0604
 AS0604.The geoid height was determined by GEOID03.
 AS0604
 AS0604.The dynamic height is computed by dividing the NAVD 88
 AS0604.geopotential number by the normal gravity value computed on the
 AS0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0604.degrees latitude (g = 980.6199 gals.).
 AS0604
 AS0604.The modeled gravity was interpolated from observed gravity values.
 AS0604
 AS0604;                    North         East    Units  Estimated Accuracy
 AS0604;SPC FL N     -    90,620.      592,830.      MT  (+/- 180 meters Scaled)
 AS0604
 AS0604                          SUPERSEDED SURVEY CONTROL
 AS0604
 AS0604.No superseded survey control is available for this station.
 AS0604
 AS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344010(NAD 83)
 AS0604_MARKER: DB = BENCH MARK DISK
 AS0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0604_SP_SET: CONCRETE POST
 AS0604_STAMPING: 49 80 C15 REF MK 2
 AS0604_MARK LOGO: FLDNR 
 AS0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0604+STABILITY: SURFACE MOTION
 AS0604
 AS0604  HISTORY     - Date     Condition        Report By
 AS0604  HISTORY     - 1980     MONUMENTED       FLDT
 AS0604  HISTORY     - 1987     GOOD             FLDNR
 AS0604  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0604
 AS0604                          STATION DESCRIPTION
 AS0604
 AS0604'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0604'6.0 MI ESE FROM CARRABELLE.
 AS0604'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0604'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0604'1.05 MILES NORTHEAST ALONG THE SAND ROAD TO THE MARK VICINITY.  THE
 AS0604'MARK IS LOCATED ATOP A LINE OF SAND DUNES.  THE SAND DUNE LINE IS
 AS0604'SOUTHEAST AND BEYOND A LINE OF PINE TREES.  THE MARK IS NEAR THE
 AS0604'SOUTHWEST END OF THE DUNES.  THE MARK IS ABOUT MIDWAY BETWEEN THE
 AS0604'SAND ROAD AND THE BEACH.  THE MARK BEARS 3.0 FEET SOUTHEAST OF THE
 AS0604'NORTHWEST EDGE OF THE SAND DUNE, 62.0 FEET SOUTHEAST OF A 6 INCH
 AS0604'FORKED PINE TREE, 29.9 FEET SOUTHWEST OF 49 80 C15, AND 66.2 FEET
 AS0604'SOUTH OF 49 80 C15 REF MK 1.
 AS0604
 AS0604                          STATION RECOVERY (1998)
 AS0604
 AS0604'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0606 ***********************************************************************
 AS0606  DESIGNATION -  49 80 C16
 AS0606  PID         -  AS0606
 AS0606  STATE/COUNTY-  FL/FRANKLIN
 AS0606  USGS QUAD   -  DOG ISLAND (1994)
 AS0606
 AS0606                         *CURRENT SURVEY CONTROL
 AS0606  ___________________________________________________________________
 AS0606* NAD 83(1986)-  29 49 21.     (N)    084 34 27.     (W)     SCALED    
 AS0606* NAVD 88     -         1.346  (meters)       4.42   (feet)  ADJUSTED  
 AS0606  ___________________________________________________________________
 AS0606  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0606  DYNAMIC HT  -           1.344 (meters)       4.41  (feet)  COMP
 AS0606  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 AS0606
 AS0606  VERT ORDER  -  SECOND    CLASS I
 AS0606
 AS0606.The horizontal coordinates were scaled from a topographic map and have
 AS0606.an estimated accuracy of +/- 6 seconds.
 AS0606
 AS0606.The orthometric height was determined by differential leveling
 AS0606.and adjusted by the National Geodetic Survey in June 1991..
 AS0606
 AS0606.The geoid height was determined by GEOID03.
 AS0606
 AS0606.The dynamic height is computed by dividing the NAVD 88
 AS0606.geopotential number by the normal gravity value computed on the
 AS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0606.degrees latitude (g = 980.6199 gals.).
 AS0606
 AS0606.The modeled gravity was interpolated from observed gravity values.
 AS0606
 AS0606;                    North         East    Units  Estimated Accuracy
 AS0606;SPC FL N     -    91,170.      592,830.      MT  (+/- 180 meters Scaled)
 AS0606
 AS0606                          SUPERSEDED SURVEY CONTROL
 AS0606
 AS0606.No superseded survey control is available for this station.
 AS0606
 AS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344015(NAD 83)
 AS0606_MARKER: DB = BENCH MARK DISK
 AS0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0606_SP_SET: CONCRETE POST
 AS0606_STAMPING: 49 80 C16
 AS0606_MARK LOGO: FLDNR 
 AS0606_PROJECTION: RECESSED 10 CENTIMETERS
 AS0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0606+STABILITY: SURFACE MOTION
 AS0606
 AS0606  HISTORY     - Date     Condition        Report By
 AS0606  HISTORY     - 1980     MONUMENTED       FLDT
 AS0606  HISTORY     - 1987     GOOD             FLDNR
 AS0606  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0606
 AS0606                          STATION DESCRIPTION
 AS0606
 AS0606'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0606'5.75 MI ESE FROM CARRABELLE.
 AS0606'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.3 MILE SOUTH-SOUTHEAST
 AS0606'ALONG A SAND ROAD TO THE GULF BEACH, GO 1.45 MILES NORTHEAST AND
 AS0606'NORTH ALONG THE BEACH TO THE MARK VICINITY.  THE MARK IS LOCATED ATOP
 AS0606'A SMALL SAND DUNE.  THE MARK BEARS ABOUT 600 FEET WEST OF THE BEACH,
 AS0606'27 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE DUNE, 25 FEET
 AS0606'NORTHWEST OF THE SOUTHEAST EDGE OF THE SAND DUNE, 175.0 FEET NORTH-
 AS0606'NORTHEAST OF A LONE 6 INCH PINE TREE, 242.0 FEET EAST-SOUTHEAST OF AN
 AS0606'8 INCH PINE TREE THAT IS THE EASTERN MOST PINE IN A LINE OF PINES,
 AS0606'41.2 FEET SOUTH-SOUTHWEST OF 49 80 C16 REF MK 1 29.6 FEET NORTHEAST
 AS0606'OF 49 80 C16 REF MK2, AND 1982.6 FEET NORTH OF 49 80 C15.
 AS0606'THE MARK IS 4.3 FT  SE FROM A WITNESS POST.
 AS0606
 AS0606                          STATION RECOVERY (1998)
 AS0606
 AS0606'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0919 ***********************************************************************
 AS0919  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0919  DESIGNATION -  49 80 D 02
 AS0919  PID         -  AS0919
 AS0919  STATE/COUNTY-  FL/FRANKLIN
 AS0919  USGS QUAD   -  ST TERESA (1992)
 AS0919
 AS0919                         *CURRENT SURVEY CONTROL
 AS0919  ___________________________________________________________________
 AS0919* NAD 83(1986)-  29 54 13.     (N)    084 24 57.     (W)     SCALED    
 AS0919* NAVD 88     -         1.358  (meters)       4.46   (feet)  ADJUSTED  
 AS0919  ___________________________________________________________________
 AS0919  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0919  DYNAMIC HT  -           1.356 (meters)       4.45  (feet)  COMP
 AS0919  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 AS0919
 AS0919  VERT ORDER  -  SECOND    CLASS I
 AS0919
 AS0919.The horizontal coordinates were scaled from a topographic map and have
 AS0919.an estimated accuracy of +/- 6 seconds.
 AS0919
 AS0919.The orthometric height was determined by differential leveling
 AS0919.and adjusted by the National Geodetic Survey in September 1996..
 AS0919
 AS0919.This Tidal Bench Mark is designated as VM 17229
 AS0919.by the Center for Operational Oceanographic Products and Services.
 AS0919
 AS0919.The geoid height was determined by GEOID03.
 AS0919
 AS0919.The dynamic height is computed by dividing the NAVD 88
 AS0919.geopotential number by the normal gravity value computed on the
 AS0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0919.degrees latitude (g = 980.6199 gals.).
 AS0919
 AS0919.The modeled gravity was interpolated from observed gravity values.
 AS0919
 AS0919;                    North         East    Units  Estimated Accuracy
 AS0919;SPC FL N     -   100,170.      608,130.      MT  (+/- 180 meters Scaled)
 AS0919
 AS0919                          SUPERSEDED SURVEY CONTROL
 AS0919
 AS0919.No superseded survey control is available for this station.
 AS0919
 AS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU495109(NAD 83)
 AS0919_MARKER: DS = TRIANGULATION STATION DISK
 AS0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0919_SP_SET: CONCRETE POST
 AS0919_STAMPING: 49 80 D02
 AS0919_MARK LOGO: FLDNR 
 AS0919_PROJECTION: RECESSED 23 CENTIMETERS
 AS0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0919+STABILITY: SURFACE MOTION
 AS0919
 AS0919  HISTORY     - Date     Condition        Report By
 AS0919  HISTORY     - 1980     MONUMENTED       FLDT
 AS0919  HISTORY     - 1986     GOOD             FLDNR
 AS0919
 AS0919                          STATION DESCRIPTION
 AS0919
 AS0919'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0919'10.0 MI SOUTH FROM PANACEA.
 AS0919'BEGIN AT THE SOUTH END OF THE OCHLOCKONEE BAY BRIDGE, 5 MILES SOUTH
 AS0919'OF PANACEA ON U.S. HIGHWAY 98, GO 1.3 MILES SOUTH TO THE JUNCTION OF
 AS0919'COUNTY ROAD 370, GO 8.55 MILES SOUTHWEST ON CR-370 TO THE MARK.  THE
 AS0919'MARK BEARS 16.0 FEET SOUTH OF THE CENTERLINE OF CR-370, 3.9 FEET
 AS0919'NORTH OF A CHAIN LINK FENCE, AND 18.5 FEET EAST OF THE CENTERLINE OF
 AS0919'A DIRT DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0918 ***********************************************************************
 AS0918  DESIGNATION -  49 80 D 20
 AS0918  PID         -  AS0918
 AS0918  STATE/COUNTY-  FL/FRANKLIN
 AS0918  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0918
 AS0918                         *CURRENT SURVEY CONTROL
 AS0918  ___________________________________________________________________
 AS0918* NAD 83(1986)-  29 56 31.     (N)    084 20 20.     (W)     SCALED    
 AS0918* NAVD 88     -         1.741  (meters)       5.71   (feet)  ADJUSTED  
 AS0918  ___________________________________________________________________
 AS0918  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AS0918  DYNAMIC HT  -           1.739 (meters)       5.71  (feet)  COMP
 AS0918  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 AS0918
 AS0918  VERT ORDER  -  SECOND    CLASS I
 AS0918
 AS0918.The horizontal coordinates were scaled from a topographic map and have
 AS0918.an estimated accuracy of +/- 6 seconds.
 AS0918
 AS0918.The orthometric height was determined by differential leveling
 AS0918.and adjusted by the National Geodetic Survey in September 1996..
 AS0918
 AS0918.The geoid height was determined by GEOID03.
 AS0918
 AS0918.The dynamic height is computed by dividing the NAVD 88
 AS0918.geopotential number by the normal gravity value computed on the
 AS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0918.degrees latitude (g = 980.6199 gals.).
 AS0918
 AS0918.The modeled gravity was interpolated from observed gravity values.
 AS0918
 AS0918;                    North         East    Units  Estimated Accuracy
 AS0918;SPC FL N     -   104,420.      615,550.      MT  (+/- 180 meters Scaled)
 AS0918
 AS0918                          SUPERSEDED SURVEY CONTROL
 AS0918
 AS0918.No superseded survey control is available for this station.
 AS0918
 AS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU568153(NAD 83)
 AS0918_MARKER: DE = TRAVERSE STATION DISK
 AS0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0918_SP_SET: CONCRETE POST
 AS0918_STAMPING: 49 80 D 20
 AS0918_MARK LOGO: FLDNR 
 AS0918_PROJECTION: RECESSED 25 CENTIMETERS
 AS0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0918+STABILITY: SURFACE MOTION
 AS0918
 AS0918  HISTORY     - Date     Condition        Report By
 AS0918  HISTORY     - 1980     MONUMENTED       FLDNR
 AS0918  HISTORY     - 1986     GOOD             FLDNR
 AS0918
 AS0918                          STATION DESCRIPTION
 AS0918
 AS0918'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0918'13.15 MI SW FROM PANACEA.
 AS0918'BEGIN AT THE SOUTH END OF THE OCHLOCKONEE BAY BRIDGE ON U.S. HIGHWAY
 AS0918'98, GO SOUTHWEST ON U.S. 98 1.3 MILES TO COUNTY ROAD 370, GO EAST ON
 AS0918'C-370 4.0 MILES TO A PAVED ROAD, GO LEFT 0.55 MILE TO A MAJOR
 AS0918'INTERSECTION AND CONTINUE EAST 2.8 MILES TO THE STATION ON THE EAST
 AS0918'SIDE OF C-370.  THE MARK BEARS 16.6 FEET EAST OF THE CENTERLINE OF
 AS0918'C-370.
 AS0918'THE MARK IS 19 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0917 ***********************************************************************
 AS0917  DESIGNATION -  49 80 D 21
 AS0917  PID         -  AS0917
 AS0917  STATE/COUNTY-  FL/FRANKLIN
 AS0917  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0917
 AS0917                         *CURRENT SURVEY CONTROL
 AS0917  ___________________________________________________________________
 AS0917* NAD 83(1986)-  29 56 50.     (N)    084 20 29.     (W)     SCALED    
 AS0917* NAVD 88     -         1.190  (meters)       3.90   (feet)  ADJUSTED  
 AS0917  ___________________________________________________________________
 AS0917  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AS0917  DYNAMIC HT  -           1.189 (meters)       3.90  (feet)  COMP
 AS0917  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 AS0917
 AS0917  VERT ORDER  -  SECOND    CLASS I
 AS0917
 AS0917.The horizontal coordinates were scaled from a topographic map and have
 AS0917.an estimated accuracy of +/- 6 seconds.
 AS0917
 AS0917.The orthometric height was determined by differential leveling
 AS0917.and adjusted by the National Geodetic Survey in September 1996..
 AS0917
 AS0917.The geoid height was determined by GEOID03.
 AS0917
 AS0917.The dynamic height is computed by dividing the NAVD 88
 AS0917.geopotential number by the normal gravity value computed on the
 AS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0917.degrees latitude (g = 980.6199 gals.).
 AS0917
 AS0917.The modeled gravity was interpolated from observed gravity values.
 AS0917
 AS0917;                    North         East    Units  Estimated Accuracy
 AS0917;SPC FL N     -   105,010.      615,310.      MT  (+/- 180 meters Scaled)
 AS0917
 AS0917                          SUPERSEDED SURVEY CONTROL
 AS0917
 AS0917.No superseded survey control is available for this station.
 AS0917
 AS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU565159(NAD 83)
 AS0917_MARKER: DE = TRAVERSE STATION DISK
 AS0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0917_SP_SET: CONCRETE POST
 AS0917_STAMPING: 49 80 D 21
 AS0917_MARK LOGO: FLDNR 
 AS0917_PROJECTION: RECESSED 20 CENTIMETERS
 AS0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0917+STABILITY: SURFACE MOTION
 AS0917
 AS0917  HISTORY     - Date     Condition        Report By
 AS0917  HISTORY     - 1980     MONUMENTED       FLDNR
 AS0917  HISTORY     - 1986     GOOD             FLDNR
 AS0917  HISTORY     - 20040629 MARK NOT FOUND   FLDT
 AS0917
 AS0917                          STATION DESCRIPTION
 AS0917
 AS0917'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0917'13.15 MI SW FROM PANACEA.
 AS0917'BEGIN AT THE SOUTH END OF THE OCHLOCKONEE BAY BRIDGE ON U.S. HIGHWAY
 AS0917'98, GO SOUTHWEST ON U.S. 98 1.3 MILES TO COUNTY ROAD 370, GO EAST ON
 AS0917'C-370 4.0 MILES TO A PAVED ROAD, GO LEFT 0.55 MILE TO MAJOR
 AS0917'INTERSECTION AND CONTINUE EAST 2.8 MILES TO THE STATION ON THE EAST
 AS0917'SIDE OF C-370.  THE MARK BEARS 16.6 FEET EAST OF THE CENTERLINE OF
 AS0917'C-370.
 AS0917'THE MARK IS 6.8 FT  W FROM A WITNESS POST.
 AS0917
 AS0917                          STATION RECOVERY (2004)
 AS0917
 AS0917'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 AS0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5143 ***********************************************************************
 AB5143  DESIGNATION -  49 JAS
 AB5143  PID         -  AB5143
 AB5143  STATE/COUNTY-  FL/MARION
 AB5143  USGS QUAD   -  LAKE WEIR (1993)
 AB5143
 AB5143                         *CURRENT SURVEY CONTROL
 AB5143  ___________________________________________________________________
 AB5143* NAD 83(1986)-  29 04 49.     (N)    081 53 26.     (W)     SCALED    
 AB5143* NAVD 88     -        21.266  (meters)      69.77   (feet)  ADJUSTED  
 AB5143  ___________________________________________________________________
 AB5143  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AB5143  DYNAMIC HT  -          21.236 (meters)      69.67  (feet)  COMP
 AB5143  MODELED GRAV-     979,227.8   (mgal)                       NAVD 88
 AB5143
 AB5143  VERT ORDER  -  SECOND    CLASS I
 AB5143
 AB5143.The horizontal coordinates were scaled from a topographic map and have
 AB5143.an estimated accuracy of +/- 6 seconds.
 AB5143
 AB5143.The orthometric height was determined by differential leveling
 AB5143.and adjusted by the National Geodetic Survey in June 2005..
 AB5143
 AB5143.The geoid height was determined by GEOID03.
 AB5143
 AB5143.The dynamic height is computed by dividing the NAVD 88
 AB5143.geopotential number by the normal gravity value computed on the
 AB5143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5143.degrees latitude (g = 980.6199 gals.).
 AB5143
 AB5143.The modeled gravity was interpolated from observed gravity values.
 AB5143
 AB5143;                    North         East    Units  Estimated Accuracy
 AB5143;SPC FL W     -   525,930.      210,660.      MT  (+/- 180 meters Scaled)
 AB5143
 AB5143                          SUPERSEDED SURVEY CONTROL
 AB5143
 AB5143  NAVD 88 (09/23/96)   21.268  (m)           69.78   (f) UNKNOWN     2 1
 AB5143
 AB5143.Superseded values are not recommended for survey control.
 AB5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5143.See file dsdata.txt to determine how the superseded data were derived.
 AB5143
 AB5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN133172(NAD 83)
 AB5143_MARKER: DB = BENCH MARK DISK
 AB5143_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5143_SP_SET: CULVERT HEADWALL
 AB5143_STAMPING: 71 49 JAS 1966
 AB5143_MARK LOGO: CGS   
 AB5143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5143+STABILITY: SURFACE MOTION
 AB5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5143+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 AB5143
 AB5143  HISTORY     - Date     Condition        Report By
 AB5143  HISTORY     - 1966     MONUMENTED       CGS
 AB5143  HISTORY     - 19940212 GOOD             FLDEP
 AB5143  HISTORY     - 20030709 GOOD             FLDEP
 AB5143
 AB5143                          STATION DESCRIPTION
 AB5143
 AB5143'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5143'THE MARK IS ABOUT 13.9 MI (22.4 KM) SOUTHEAST OF SILVER SPRINGS, 3.3
 AB5143'MI (5.3 KM) NORTHEAST OF OKLAWAHA, 0.3 MI (0.5 KM) SOUTHWEST OF MOSS
 AB5143'BLUFF IN SECTION 22, TOWNSHIP 16 SOUTH, RANGE 24 EAST.  TO REACH THE
 AB5143'MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN
 AB5143'OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 3.8 MI (6.1 KM) AND THE
 AB5143'MARK ON THE RIGHT, SET IN THE TOP OF THE HEADWALL OF A CONCRETE BOX
 AB5143'CULVERT, ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 464C.
 AB5143'LOCATED 100.3 FT (30.6 M) NORTHEAST OF A POWER POLE WITH TWO GUY WIRES
 AB5143'ATTACHED, 57.0 FT (17.4 M) NORTHWEST OF A 40-INCH OAK TREE, 20.6 FT
 AB5143'(6.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 464C, 4.5
 AB5143'FT (1.4 M) EAST OF WEST END OF THE HEADWALL, 0.85 FT (25.91 CM) WEST
 AB5143'OF THE EAST END OF THE HEADWALL AND 0.5 FT (15.2 CM) SOUTH OF A METAL
 AB5143'WITNESS POST.
 AB5143
 AB5143                          STATION RECOVERY (2003)
 AB5143
 AB5143'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5143'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5129 ***********************************************************************
 AK5129  DESIGNATION -  4902 A
 AK5129  PID         -  AK5129
 AK5129  STATE/COUNTY-  FL/OSCEOLA
 AK5129  USGS QUAD   -  ST CLOUD NORTH (1987)
 AK5129
 AK5129                         *CURRENT SURVEY CONTROL
 AK5129  ___________________________________________________________________
 AK5129* NAD 83(1999)-  28 15 33.16651(N)    081 16 58.61183(W)     ADJUSTED  
 AK5129* NAVD 88     -        18.180  (meters)      59.65   (feet)  ADJUSTED  
 AK5129  ___________________________________________________________________
 AK5129  X           -     852,067.684 (meters)                     COMP
 AK5129  Y           -  -5,557,225.166 (meters)                     COMP
 AK5129  Z           -   3,001,833.976 (meters)                     COMP
 AK5129  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AK5129  ELLIP HEIGHT-          -9.70  (meters)          (06/19/01) GPS OBS
 AK5129  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AK5129  DYNAMIC HT  -          18.152 (meters)      59.55  (feet)  COMP
 AK5129  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 AK5129
 AK5129  HORZ ORDER  -  FIRST
 AK5129  VERT ORDER  -  SECOND    CLASS I
 AK5129  ELLP ORDER  -  FOURTH    CLASS I
 AK5129
 AK5129.The horizontal coordinates were established by GPS observations
 AK5129.and adjusted by the National Geodetic Survey in June 2001..
 AK5129
 AK5129.The orthometric height was determined by differential leveling
 AK5129.and adjusted by the National Geodetic Survey in April 2004..
 AK5129
 AK5129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK5129
 AK5129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5129
 AK5129.The ellipsoidal height was determined by GPS observations
 AK5129.and is referenced to NAD 83.
 AK5129
 AK5129.The geoid height was determined by GEOID03.
 AK5129
 AK5129.The dynamic height is computed by dividing the NAVD 88
 AK5129.geopotential number by the normal gravity value computed on the
 AK5129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5129.degrees latitude (g = 980.6199 gals.).
 AK5129
 AK5129.The modeled gravity was interpolated from observed gravity values.
 AK5129
 AK5129;                    North         East     Units Scale Factor Converg.
 AK5129;SPC FL E     -   434,966.129   172,237.186   MT  0.99995069   -0 08 02.3
 AK5129;SPC FL E     - 1,427,051.37    565,081.50   sFT  0.99995069   -0 08 02.3
 AK5129;UTM  17      - 3,125,949.702   472,246.659   MT  0.99960951   -0 08 02.3
 AK5129
 AK5129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5129!SPC FL E     -   1.00000152  x   0.99995069  =   0.99995221
 AK5129!UTM  17      -   1.00000152  x   0.99960951  =   0.99961103
 AK5129
 AK5129                          SUPERSEDED SURVEY CONTROL
 AK5129
 AK5129  NAD 83(1990)-  28 15 33.16594(N)    081 16 58.61146(W) AD(       ) 1
 AK5129  ELLIP H (11/19/93)   -9.66   (m)                       GP(       ) 3 2
 AK5129  NAVD 88 (06/15/91)   18.261  (m)           59.91   (f) UNKNOWN     2 1
 AK5129  NGVD 29 (09/01/92)   18.560  (m)           60.89   (f) ADJUSTED    2 1
 AK5129
 AK5129.Superseded values are not recommended for survey control.
 AK5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5129.See file dsdata.txt to determine how the superseded data were derived.
 AK5129
 AK5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7224725950(NAD 83)
 AK5129_MARKER: DD = SURVEY DISK
 AK5129_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK5129_SP_SET: STEP
 AK5129_STAMPING: 4902 A 1976
 AK5129_MARK LOGO: FLDNR 
 AK5129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5129+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 AK5129
 AK5129  HISTORY     - Date     Condition        Report By
 AK5129  HISTORY     - 1976     MONUMENTED       FLDNR
 AK5129  HISTORY     - 1976     GOOD             NGS
 AK5129  HISTORY     - 19920107 GOOD             PROENG
 AK5129  HISTORY     - 19990219 GOOD             USPSQD
 AK5129  HISTORY     - 20010301 GOOD             FLDEP
 AK5129  HISTORY     - 20010709 GOOD             FLDEP
 AK5129
 AK5129                          STATION DESCRIPTION
 AK5129
 AK5129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AK5129'IN ST CLOUD.
 AK5129'BEGINNING AT THE INTERSECTION OF US 441 AND NEW YORK AVENUE (MAIN N-S
 AK5129'BUSINESS THOROUGHFARE IN ST. CLOUD), PROCEED NORTH ON NEW YORK AVENUE
 AK5129'0.9 MILES TO LAKESHORE BOULEVARD AND THE KALIGA BOAT BASIN ON THE
 AK5129'SHORE OF EAST LAKE TOHOPEKALIGA.  THE MARK IS LOCATED ON THE FOURTH
 AK5129'STEP FROM THE BOTTOM OF THE STAIRS LEADING DOWN FROM THE SEAWALL AT
 AK5129'THE NORTHERN END OF THE PARKING AREA, WEST OF THE ENTRANCE CANAL TO
 AK5129'THE BOAT BASIN.  THE MARK IS A BRASS 2 1/2 INCH DIAMETER, FLORIDA LAKE
 AK5129'DISK STAMPED 4902A 1976 AND IS CEMENTED INTO THE STEP.
 AK5129
 AK5129                          STATION RECOVERY (1992)
 AK5129
 AK5129'RECOVERY NOTE BY PG CONSULTANTS 1992
 AK5129'RECOVERED IN GOOD CONDITION.
 AK5129
 AK5129                          STATION RECOVERY (1999)
 AK5129
 AK5129'RECOVERY NOTE BY US POWER SQUADRON 1999
 AK5129'RECOVERED IN GOOD CONDITION.
 AK5129
 AK5129                          STATION RECOVERY (2001)
 AK5129
 AK5129'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AK5129'RECOVERED AS DESCRIBED.
 AK5129
 AK5129                          STATION RECOVERY (2001)
 AK5129
 AK5129'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AK5129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA5120 ***********************************************************************
 AA5120  DESIGNATION -  4A03
 AA5120  PID         -  AA5120
 AA5120  STATE/COUNTY-  FL/HERNANDO
 AA5120  USGS QUAD   -  SAINT CATHERINE (1958)
 AA5120
 AA5120                         *CURRENT SURVEY CONTROL
 AA5120  ___________________________________________________________________
 AA5120* NAD 83(1999)-  28 30 27.37374(N)    082 11 33.65253(W)     ADJUSTED  
 AA5120* NAVD 88     -        20.3    (meters)      67.     (feet)  GPS OBS   
 AA5120  ___________________________________________________________________
 AA5120  X           -     761,949.994 (meters)                     COMP
 AA5120  Y           -  -5,557,091.308 (meters)                     COMP
 AA5120  Z           -   3,026,054.331 (meters)                     COMP
 AA5120  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AA5120  ELLIP HEIGHT-          -6.39  (meters)          (06/19/01) GPS OBS
 AA5120  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AA5120
 AA5120  HORZ ORDER  -  FIRST
 AA5120  ELLP ORDER  -  FOURTH    CLASS I
 AA5120
 AA5120.The horizontal coordinates were established by GPS observations
 AA5120.and adjusted by the National Geodetic Survey in June 2001..
 AA5120
 AA5120.The orthometric height was determined by GPS observations and a
 AA5120.high-resolution geoid model.
 AA5120
 AA5120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5120
 AA5120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5120
 AA5120.The ellipsoidal height was determined by GPS observations
 AA5120.and is referenced to NAD 83.
 AA5120
 AA5120.The geoid height was determined by GEOID03.
 AA5120
 AA5120;                    North         East     Units Scale Factor Converg.
 AA5120;SPC FL W     -   462,475.276   181,138.155   MT  0.99994557   -0 05 31.1
 AA5120;SPC FL W     - 1,517,304.30    594,284.10   sFT  0.99994557   -0 05 31.1
 AA5120;UTM  17      - 3,154,014.185   383,282.051   MT  0.99976813   -0 34 09.5
 AA5120
 AA5120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5120!SPC FL W     -   1.00000100  x   0.99994557  =   0.99994657
 AA5120!UTM  17      -   1.00000100  x   0.99976813  =   0.99976913
 AA5120
 AA5120                          SUPERSEDED SURVEY CONTROL
 AA5120
 AA5120  NAD 83(1990)-  28 30 27.37243(N)    082 11 33.65204(W) AD(       ) 1
 AA5120  ELLIP H (05/31/95)   -6.38   (m)                       GP(       ) 4 1
 AA5120
 AA5120.Superseded values are not recommended for survey control.
 AA5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5120.See file dsdata.txt to determine how the superseded data were derived.
 AA5120
 AA5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8328254014(NAD 83)
 AA5120_MARKER: DD = SURVEY DISK
 AA5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5120_STAMPING: 08-94-A03
 AA5120_MARK LOGO: NONE  
 AA5120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5120+STABILITY: SURFACE MOTION
 AA5120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5120+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5120
 AA5120  HISTORY     - Date     Condition        Report By
 AA5120  HISTORY     - 1994     MONUMENTED       FLDT
 AA5120
 AA5120                          STATION DESCRIPTION
 AA5120
 AA5120'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994
 AA5120'STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF BROOKSVILLE, 11.8MI
 AA5120'(19.0 KM) SOUTHWEST OF BUSHNELL AND 31.8 MI (51.2 KM) WEST OG
 AA5120'MASCOTTE, IN HERNANDO COUNTY, FLORIDA.
 AA5120'
 AA5120'TO REACH STATION FROM THE INTERECTION OF STATE ROAD 50 AND INTERSTATE
 AA5120'ROUTE 75, GO EAST ON STATE ROAD 50 FOR 2.9 MI (4.7 KM) TO U. S. ROUTE
 AA5120'98, CONTINUE EAST ON STATE ROAD 50 FOR 0.15 MI (0.24 KM) TO STATION ON
 AA5120'RIGHT. STATION IS 121 FT (36.9 M) SOUTH OF THE CENTERLINE OF STATE
 AA5120'ROAD 50 AND 7.2 FT (2.2 M) NORTH OF A 4' BARBED WIRE FENCE . STATION
 AA5120'IS AN ALUMINUM SURVEY DISK STAMPED 08-94-A03 SET IN THE TOP OF A 15
 AA5120'INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 AA5120'
 AA5120'REFERENCES--
 AA5120'
 AA5120'SET ALUMINUM NAIL AND BRASS DISK (LB4514) IN A 20" OAK SOUTH 28
 AA5120'DEGREES WEST AT 104.1O FT .
 AA5120'
 AA5120'(0.0 M) SET 5/8" CAPPED IRON ROD (LB4514) SOUTH 78 DEGREES WEST AT
 AA5120'24.57 FT (7.49 M) .
 AA5120'
 AA5120'SET 5/8" CAPPED IRON ROD (LB4514) SOUTH 72 DEGREES EAST AT 25.05 FT
 AA5120'(7.64 M) .
 AA5120'
 AA5120'SET CARSONITE WITNESS POST SOUTH 5 DEGREES WEST AT 6.7 FT (2.0 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0460 ***********************************************************************
 BC0460  DESIGNATION -  5
 BC0460  PID         -  BC0460
 BC0460  STATE/COUNTY-  FL/DUVAL
 BC0460  USGS QUAD   -  MAYPORT (1992)
 BC0460
 BC0460                         *CURRENT SURVEY CONTROL
 BC0460  ___________________________________________________________________
 BC0460* NAD 83(1986)-  30 23 37.     (N)    081 25 28.     (W)     SCALED    
 BC0460* NAVD 88     -         1.765  (meters)       5.79   (feet)  ADJUSTED  
 BC0460  ___________________________________________________________________
 BC0460  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BC0460  DYNAMIC HT  -           1.762 (meters)       5.78  (feet)  COMP
 BC0460  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC0460
 BC0460  VERT ORDER  -  FIRST     CLASS II
 BC0460
 BC0460.The horizontal coordinates were scaled from a topographic map and have
 BC0460.an estimated accuracy of +/- 6 seconds.
 BC0460
 BC0460.The orthometric height was determined by differential leveling
 BC0460.and adjusted by the National Geodetic Survey in June 1991..
 BC0460
 BC0460.The geoid height was determined by GEOID03.
 BC0460
 BC0460.The dynamic height is computed by dividing the NAVD 88
 BC0460.geopotential number by the normal gravity value computed on the
 BC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0460.degrees latitude (g = 980.6199 gals.).
 BC0460
 BC0460.The modeled gravity was interpolated from observed gravity values.
 BC0460
 BC0460;                    North         East    Units  Estimated Accuracy
 BC0460;SPC FL E     -   671,580.      159,210.      MT  (+/- 180 meters Scaled)
 BC0460
 BC0460                          SUPERSEDED SURVEY CONTROL
 BC0460
 BC0460  NGVD 29 (??/??/92)    2.10   (m)            6.9    (f) COMPUTED    1 2
 BC0460
 BC0460.Superseded values are not recommended for survey control.
 BC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0460.See file dsdata.txt to determine how the superseded data were derived.
 BC0460
 BC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP592624(NAD 83)
 BC0460_MARKER: DB = BENCH MARK DISK
 BC0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0460+STABILITY: SURFACE MOTION
 BC0460
 BC0460  HISTORY     - Date     Condition        Report By
 BC0460  HISTORY     - UNK      MONUMENTED       BLM
 BC0460  HISTORY     - 1935     GOOD             NGS
 BC0460  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0460
 BC0460                          STATION DESCRIPTION
 BC0460
 BC0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BC0460'AT MAYPORT.
 BC0460'700 YARDS EAST OF THE INTERSECTION OF OCEAN STREET AND PALMER
 BC0460'AVENUE, 50 PACES EAST OF A DOUBLE 30-INCH CONCRETE-PIPE CULVERT
 BC0460'UNDER AN ASPHALT ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE
 BC0460'ROAD, AND IN THE NORTHEAST CORNER OF THE ANNA B. DANIEL LOT.  THE
 BC0460'HIGHEST POINT ON THE TOP OF A GRANITE POST PROJECTING 2-1/2 FEET
 BC0460'ABOVE THE GROUND.
 BC0460
 BC0460                          STATION RECOVERY (1970)
 BC0460
 BC0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1415 ***********************************************************************
 AQ1415  DESIGNATION -  5
 AQ1415  PID         -  AQ1415
 AQ1415  STATE/COUNTY-  FL/VOLUSIA
 AQ1415  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1415
 AQ1415                         *CURRENT SURVEY CONTROL
 AQ1415  ___________________________________________________________________
 AQ1415* NAD 83(1986)-  29 02 19.     (N)    080 54 14.     (W)     SCALED    
 AQ1415* NAVD 88     -         2.564  (meters)       8.41   (feet)  ADJUSTED  
 AQ1415  ___________________________________________________________________
 AQ1415  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AQ1415  DYNAMIC HT  -           2.561 (meters)       8.40  (feet)  COMP
 AQ1415  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AQ1415
 AQ1415  VERT ORDER  -  FIRST     CLASS II
 AQ1415
 AQ1415.The horizontal coordinates were scaled from a topographic map and have
 AQ1415.an estimated accuracy of +/- 6 seconds.
 AQ1415
 AQ1415.The orthometric height was determined by differential leveling
 AQ1415.and adjusted by the National Geodetic Survey in June 1991..
 AQ1415
 AQ1415.The geoid height was determined by GEOID03.
 AQ1415
 AQ1415.The dynamic height is computed by dividing the NAVD 88
 AQ1415.geopotential number by the normal gravity value computed on the
 AQ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1415.degrees latitude (g = 980.6199 gals.).
 AQ1415
 AQ1415.The modeled gravity was interpolated from observed gravity values.
 AQ1415
 AQ1415;                    North         East    Units  Estimated Accuracy
 AQ1415;SPC FL E     -   521,310.      209,360.      MT  (+/- 180 meters Scaled)
 AQ1415
 AQ1415                          SUPERSEDED SURVEY CONTROL
 AQ1415
 AQ1415  NGVD 29 (??/??/92)    2.932  (m)            9.62   (f) ADJ UNCH    1 2
 AQ1415
 AQ1415.Superseded values are not recommended for survey control.
 AQ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1415.See file dsdata.txt to determine how the superseded data were derived.
 AQ1415
 AQ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093122(NAD 83)
 AQ1415_MARKER: DD = SURVEY DISK
 AQ1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1415_SP_SET: BRIDGE
 AQ1415_STAMPING: 5
 AQ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1415
 AQ1415  HISTORY     - Date     Condition        Report By
 AQ1415  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1415  HISTORY     - 1963     GOOD             NGS
 AQ1415  HISTORY     - 1970     GOOD             NGS
 AQ1415
 AQ1415                          STATION DESCRIPTION
 AQ1415
 AQ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1415'1.9 MI E FROM NEW SMYRNA BEACH.
 AQ1415'1.9 MILES EAST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION OF
 AQ1415'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE NORTH
 AQ1415'END OF THE EAST CONCRETE ABUTMENT OF THE LARGE HIGHWAY BRIDGE
 AQ1415'OVER THE INDIAN RIVER (INTER-COSTAL WATERWAY), 19.5 FEET NORTH
 AQ1415'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE
 AQ1415'LEVEL OF THE BRIDGE FLOOR.  NOTE-- THE FIGURE 5 WAS STAMPED ON
 AQ1415'THE DISK BY THIS PARTY IN 1963.
 AQ1415
 AQ1415                          STATION RECOVERY (1970)
 AQ1415
 AQ1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AQ1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0173 ***********************************************************************
 AK0173  DESIGNATION -  5
 AK0173  PID         -  AK0173
 AK0173  STATE/COUNTY-  FL/SEMINOLE
 AK0173  USGS QUAD   -  SANFORD (1988)
 AK0173
 AK0173                         *CURRENT SURVEY CONTROL
 AK0173  ___________________________________________________________________
 AK0173* NAD 83(1986)-  28 48 50.     (N)    081 16 05.     (W)     SCALED    
 AK0173* NAVD 88     -         3.091  (meters)      10.14   (feet)  ADJUSTED  
 AK0173  ___________________________________________________________________
 AK0173  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AK0173  DYNAMIC HT  -           3.086 (meters)      10.12  (feet)  COMP
 AK0173  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 AK0173
 AK0173  VERT ORDER  -  FIRST     CLASS II
 AK0173
 AK0173.The horizontal coordinates were scaled from a topographic map and have
 AK0173.an estimated accuracy of +/- 6 seconds.
 AK0173
 AK0173.The orthometric height was determined by differential leveling
 AK0173.and adjusted by the National Geodetic Survey in June 1991..
 AK0173.WARNING-Repeat measurements at this control monument indicate possible
 AK0173.vertical movement.
 AK0173
 AK0173.The geoid height was determined by GEOID03.
 AK0173
 AK0173.The dynamic height is computed by dividing the NAVD 88
 AK0173.geopotential number by the normal gravity value computed on the
 AK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0173.degrees latitude (g = 980.6199 gals.).
 AK0173
 AK0173.The modeled gravity was interpolated from observed gravity values.
 AK0173
 AK0173;                    North         East    Units  Estimated Accuracy
 AK0173;SPC FL E     -   496,430.      173,840.      MT  (+/- 180 meters Scaled)
 AK0173
 AK0173                          SUPERSEDED SURVEY CONTROL
 AK0173
 AK0173  NGVD 29 (??/??/92)    3.403  (m)           11.16   (f) ADJ UNCH    1 2
 AK0173
 AK0173.Superseded values are not recommended for survey control.
 AK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0173.See file dsdata.txt to determine how the superseded data were derived.
 AK0173
 AK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM738873(NAD 83)
 AK0173_MARKER: DD = SURVEY DISK
 AK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0173+STABILITY: SURFACE MOTION
 AK0173
 AK0173  HISTORY     - Date     Condition        Report By
 AK0173  HISTORY     - UNK      MONUMENTED       DOD
 AK0173  HISTORY     - 1960     GOOD             NGS
 AK0173  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AK0173  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0173  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0173
 AK0173                          STATION DESCRIPTION
 AK0173
 AK0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AK0173'AT SANFORD.
 AK0173'AT SANFORD, AT THE INTERSECTION OF N PALMETTO AVENUE AND COMMERCIAL
 AK0173'STREET, 10 1/2 FEET WEST OF THE WEST CURB LINE OF PALMETTO AVENUE,
 AK0173'13 FEET SOUTH OF THE SOUTH CURB LINE OF COMMERCIAL STREET, 10 1/2
 AK0173'FEET NORTHWEST OF A STREET LIGHT POST, IN THE SOUTHEAST CORNER
 AK0173'OF THE SIDEWALK AND TOUCHES BOTH SIDEWALKS, ABOUT LEVEL WITH THE
 AK0173'SIDEWALKS, AND IS A CONCRETE CYLINDER SET IN TERRA-COTTA PIPE
 AK0173'AND MARKED BY THE LETTERS BM IN CONCRETE.
 AK0173
 AK0173                          STATION RECOVERY (1985)
 AK0173
 AK0173'RECOVERY NOTE BY US POWER SQUADRON 1985
 AK0173'MARK NOT FOUND.
 AK0173
 AK0173                          STATION RECOVERY (1988)
 AK0173
 AK0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0173'MARK NOT FOUND.
 AK0173
 AK0173                          STATION RECOVERY (1988)
 AK0173
 AK0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AK0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3546 ***********************************************************************
 BE3546  DESIGNATION -  5
 BE3546  PID         -  BE3546
 BE3546  STATE/COUNTY-  FL/BAY
 BE3546  USGS QUAD   -  ALLANTON (1992)
 BE3546
 BE3546                         *CURRENT SURVEY CONTROL
 BE3546  ___________________________________________________________________
 BE3546* NAD 83(1990)-  30 02 16.69232(N)    085 24 13.12556(W)     ADJUSTED  
 BE3546* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BE3546  ___________________________________________________________________
 BE3546  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BE3546  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3546
 BE3546  HORZ ORDER  -  SECOND
 BE3546
 BE3546.The horizontal coordinates were established by classical geodetic methods
 BE3546.and adjusted by the National Geodetic Survey in May 1991..
 BE3546
 BE3546.The orthometric height was scaled from a topographic map.
 BE3546
 BE3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3546
 BE3546.The geoid height was determined by GEOID03.
 BE3546
 BE3546;                    North         East     Units Scale Factor Converg.
 BE3546;SPC FL N     -   115,401.462   512,848.957   MT  0.99995096   -0 27 14.8
 BE3546;SPC FL N     -   378,612.96  1,682,571.95   sFT  0.99995096   -0 27 14.8
 BE3546;UTM  16      - 3,324,066.252   653,916.012   MT  0.99989228   +0 47 57.3
 BE3546
 BE3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3546!SPC FL N     -   1.00000420  x   0.99995096  =   0.99995516
 BE3546!UTM  16      -   1.00000420  x   0.99989228  =   0.99989648
 BE3546
 BE3546|---------------------------------------------------------------------|
 BE3546| PID    Reference Object                     Distance      Geod. Az  |
 BE3546|                                                           dddmmss.s |
 BE3546| CW2625 5 RM 1                               18.440 METERS 02251     |
 BE3546| CW2627 5 RM N                                             02252     |
 BE3546| CW2628 5 RM S                                             26404     |
 BE3546| CW2626 5 RM 2                               22.540 METERS 26405     |
 BE3546| BE3542 14                                  APPROX. 3.9 KM 2890128.3 |
 BE3546| BE3540 CHIM                                APPROX. 2.7 KM 3114948.8 |
 BE3546|---------------------------------------------------------------------|
 BE3546
 BE3546                          SUPERSEDED SURVEY CONTROL
 BE3546
 BE3546  NAD 83(1986)-  30 02 16.70260(N)    085 24 13.14057(W) AD(       ) 2
 BE3546  NAD 27      -  30 02 15.97000(N)    085 24 13.42700(W) AD(       ) 2
 BE3546
 BE3546.Superseded values are not recommended for survey control.
 BE3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3546.See file dsdata.txt to determine how the superseded data were derived.
 BE3546
 BE3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5391624066(NAD 83)
 BE3546_MARKER: DB = BENCH MARK DISK
 BE3546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BE3546
 BE3546  HISTORY     - Date     Condition        Report By
 BE3546  HISTORY     - 1934     MONUMENTED       USE
 BE3546  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3546
 BE3546                          STATION DESCRIPTION
 BE3546
 BE3546'DESCRIBED BY US ENGINEERS 1934 (WDP)
 BE3546'STATION IS LOCATED ON THE S SHORE OF EAST BAY.  ABOUT 3-3/4
 BE3546'MILES E OF FARMDALE.  ABOUT 200 METERS SW OF THE POINT WHERE
 BE3546'WETAPPO RIVER ENTERS THE BAY.  THE ENTRANCE TO SAND RIVER,
 BE3546'LOCALLY KNOWN AS HORSESHOE BAYOU LIES 1 MILE NORTHWARD.  THIS
 BE3546'IS AN OLD STATION ESTABLISHED BY THE UNITED STATES ENGINEERS AND
 BE3546'IS MARKED BY A BRONZE BENCH MARK DISK, STAMPED U.S.E.D. 5, SET
 BE3546'IN THE TOP OF AN IRON PIPE.  THE STATION IS 101 METERS W OF
 BE3546'THE COVE ON THE E.  194 METERS SW OF THE POINT.  AND 54 METERS
 BE3546'E OF THE W COVE.
 BE3546'
 BE3546'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3546'CONCRETE, IN THE TOP OF A TILE.
 BE3546'
 BE3546'REFERENCE MARK NO. 1, 1934 IS N OF THE STATION.  PROJECTS 4
 BE3546'INCHES.  STAMPED U.S.E.D. 5, 1934 NO. 1.  REFERENCE MARK NO. 2,
 BE3546'1934 IS W OF THE STATION.  PROJECTS 4 INCHES.  STAMPED U.S.E.D. 5,
 BE3546'1934 NO. 2.
 BE3546'
 BE3546'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 BE3546
 BE3546                          STATION RECOVERY (1995)
 BE3546
 BE3546'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4366 ***********************************************************************
 BG4366  DESIGNATION -  5
 BG4366  PID         -  BG4366
 BG4366  STATE/COUNTY-  FL/OKALOOSA
 BG4366  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4366
 BG4366                         *CURRENT SURVEY CONTROL
 BG4366  ___________________________________________________________________
 BG4366* NAD 83(1990)-  30 24 14.40773(N)    086 35 57.70924(W)     ADJUSTED  
 BG4366* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BG4366  ___________________________________________________________________
 BG4366  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BG4366  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4366
 BG4366  HORZ ORDER  -  THIRD
 BG4366
 BG4366.The horizontal coordinates were established by classical geodetic methods
 BG4366.and adjusted by the National Geodetic Survey in December 1992..
 BG4366
 BG4366.The orthometric height was scaled from a topographic map.
 BG4366
 BG4366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4366
 BG4366.The geoid height was determined by GEOID03.
 BG4366
 BG4366;                    North         East     Units Scale Factor Converg.
 BG4366;SPC FL N     -   157,488.135   398,285.796   MT  0.99995693   -1 03 17.9
 BG4366;SPC FL N     -   516,692.32  1,306,709.32   sFT  0.99995693   -1 03 17.9
 BG4366;UTM  16      - 3,363,621.535   538,483.127   MT  0.99961827   +0 12 09.9
 BG4366
 BG4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4366!SPC FL N     -   1.00000399  x   0.99995693  =   0.99996092
 BG4366!UTM  16      -   1.00000399  x   0.99961827  =   0.99962225
 BG4366
 BG4366|---------------------------------------------------------------------|
 BG4366| PID    Reference Object                     Distance      Geod. Az  |
 BG4366|                                                           dddmmss.s |
 BG4366| CW2625 5 RM 1                               26.175 METERS 06153     |
 BG4366| BG4351 SANTA ROSA SOUND FRONT RNG BCN      APPROX. 0.6 KM 1242242.5 |
 BG4366| BG4350 4                                   435.328 METERS 1450218.5 |
 BG4366| BG4368 SANTA ROSA SOUND REAR RNG BCN       366.435 METERS 16836     |
 BG4366| BG4363 SILVER TOWER 1934                   APPROX. 1.1 KM 2145745.7 |
 BG4366| CW2626 5 RM 2                               26.391 METERS 32804     |
 BG4366|---------------------------------------------------------------------|
 BG4366
 BG4366                          SUPERSEDED SURVEY CONTROL
 BG4366
 BG4366  NAD 83(1990)-  30 24 14.40868(N)    086 35 57.71103(W) AD(       ) 3
 BG4366  NAD 83(1986)-  30 24 14.42816(N)    086 35 57.71740(W) AD(       ) 3
 BG4366  NAD 27      -  30 24 13.70600(N)    086 35 57.88800(W) AD(       ) 3
 BG4366
 BG4366.Superseded values are not recommended for survey control.
 BG4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4366.See file dsdata.txt to determine how the superseded data were derived.
 BG4366
 BG4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3848363622(NAD 83)
 BG4366_MARKER: DS = TRIANGULATION STATION DISK
 BG4366_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4366_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BG4366
 BG4366  HISTORY     - Date     Condition        Report By
 BG4366  HISTORY     - 1934     MONUMENTED       CGS
 BG4366  HISTORY     - 1946     GOOD             CGS
 BG4366
 BG4366                          STATION DESCRIPTION
 BG4366
 BG4366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4366'THE STATION IS ON THE N BANK OF SANTA ROSA SOUND APPROXIMATELY
 BG4366'800 FEET E OF THE N END OF BROOKS BRIDGE ACROSS THE NARROWS, JUST
 BG4366'E OF FORT WALTON, FLORIDA.  IT IS IN AN OPEN LOT 0.26 METER W OF
 BG4366'THE W FENCE LINE SURROUNDING THE PROPERTY OF CHARLES WELLMAN,
 BG4366'AND 8 METERS N OF THE EDGE OF THE BANK OF SANTA ROSA SOUND.  IT
 BG4366'IS 8 METERS SE OF A SMALL CLUMP OF PALMETTOS.
 BG4366'
 BG4366'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BG4366'DISKS IN TILE.
 BG4366'
 BG4366'REFERENCE MARK NO. 1 IS 0.2 METER W OF THE W FENCE LINE
 BG4366'SURROUNDING THE PROPERTY OF CHARLES WELLMAN AND 28 METERS N OF
 BG4366'THE WATERS EDGE.  REFERENCE MARK NO. 2 IS 0.33 METER N OF THE
 BG4366'N BANK OF SANTA ROSA SOUND IN AN OPEN LOT AND 40 METERS W OF
 BG4366'THE FENCE LINE SURROUNDING THE ABOVE MENTIONED PROPERTY.
 BG4366
 BG4366                          STATION RECOVERY (1946)
 BG4366
 BG4366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BG4366'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 BG4366'ADEQUATE.  DISTANCES TO REFERENCE MARK 1 WAS MEASURED AND FOUND
 BG4366'TO BE CORRECT.  REFERENCE MARK 2 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2919 ***********************************************************************
 AD2919  DESIGNATION -  5 15.595
 AD2919  PID         -  AD2919
 AD2919  STATE/COUNTY-  FL/PALM BEACH
 AD2919  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2919
 AD2919                         *CURRENT SURVEY CONTROL
 AD2919  ___________________________________________________________________
 AD2919* NAD 83(1986)-  26 49 02.     (N)    080 04 52.     (W)     SCALED    
 AD2919* NAVD 88     -         4.264  (meters)      13.99   (feet)  ADJUSTED  
 AD2919  ___________________________________________________________________
 AD2919  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AD2919  DYNAMIC HT  -           4.258 (meters)      13.97  (feet)  COMP
 AD2919  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 AD2919
 AD2919  VERT ORDER  -  FIRST     CLASS I
 AD2919
 AD2919.The horizontal coordinates were scaled from a topographic map and have
 AD2919.an estimated accuracy of +/- 6 seconds.
 AD2919
 AD2919.The orthometric height was determined by differential leveling
 AD2919.and adjusted by the National Geodetic Survey in June 1991..
 AD2919
 AD2919.The geoid height was determined by GEOID03.
 AD2919
 AD2919.The dynamic height is computed by dividing the NAVD 88
 AD2919.geopotential number by the normal gravity value computed on the
 AD2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2919.degrees latitude (g = 980.6199 gals.).
 AD2919
 AD2919.The modeled gravity was interpolated from observed gravity values.
 AD2919
 AD2919;                    North         East    Units  Estimated Accuracy
 AD2919;SPC FL E     -   275,480.      291,350.      MT  (+/- 180 meters Scaled)
 AD2919
 AD2919                          SUPERSEDED SURVEY CONTROL
 AD2919
 AD2919  NGVD 29 (??/??/92)    4.721  (m)           15.49   (f) ADJ UNCH    1 1
 AD2919
 AD2919.Superseded values are not recommended for survey control.
 AD2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2919.See file dsdata.txt to determine how the superseded data were derived.
 AD2919
 AD2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913665(NAD 83)
 AD2919_MARKER: DD = SURVEY DISK
 AD2919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2919_SP_SET: ABUTMENT
 AD2919_STAMPING: 5 15.595
 AD2919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2919
 AD2919  HISTORY     - Date     Condition        Report By
 AD2919  HISTORY     - UNK      MONUMENTED       FLHD
 AD2919  HISTORY     - 1965     GOOD             NGS
 AD2919  HISTORY     - 1973     GOOD             NGS
 AD2919  HISTORY     - 19910117 MARK NOT FOUND   NGS
 AD2919  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AD2919  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 AD2919  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD2919
 AD2919                          STATION DESCRIPTION
 AD2919
 AD2919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2919'1.4 MI N FROM LAKE PEARL.
 AD2919'ABOUT 1.35 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2919'THE CROSSING OF PARK AVENUE AT LAKE PARK, 0.1 MILE NORTH OF
 AD2919'MILEPOST 292, NEAR RAILWAY TRESTLE NO. 291+86, SET ON THE TOP
 AD2919'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 AD2919'160 FOOT BRIDGE OVER A CANAL FOR STATE HIGHWAY A 1 A ALTERNATE,
 AD2919'98.5 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 AD2919'RAIL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 AD2919'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2919
 AD2919                          STATION RECOVERY (1973)
 AD2919
 AD2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2919'RECOVERED IN GOOD CONDITION.
 AD2919
 AD2919                          STATION RECOVERY (1991)
 AD2919
 AD2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2919'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
 AD2919
 AD2919                          STATION RECOVERY (2002)
 AD2919
 AD2919'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2919'FOOT BRIDGE NO LONGER EXISTS.
 AD2919' 
 AD2919' 
 AD2919
 AD2919                          STATION RECOVERY (2003)
 AD2919
 AD2919'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2919'MARK NOT FOUND.
 AD2919
 AD2919                          STATION RECOVERY (2004)
 AD2919
 AD2919'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3629 ***********************************************************************
 BG3629  DESIGNATION -  5 CMP USGS
 BG3629  PID         -  BG3629
 BG3629  STATE/COUNTY-  FL/ESCAMBIA
 BG3629  USGS QUAD   -  PERDIDO BAY (1992)
 BG3629
 BG3629                         *CURRENT SURVEY CONTROL
 BG3629  ___________________________________________________________________
 BG3629* NAD 83(1986)-  30 19 08.     (N)    087 25 31.     (W)     SCALED    
 BG3629* NAVD 88     -         4.401  (meters)      14.44   (feet)  ADJUSTED  
 BG3629  ___________________________________________________________________
 BG3629  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3629  DYNAMIC HT  -           4.395 (meters)      14.42  (feet)  COMP
 BG3629  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BG3629
 BG3629  VERT ORDER  -  SECOND    CLASS I
 BG3629
 BG3629.The horizontal coordinates were scaled from a topographic map and have
 BG3629.an estimated accuracy of +/- 6 seconds.
 BG3629
 BG3629.The orthometric height was determined by differential leveling
 BG3629.and adjusted by the National Geodetic Survey in June 1991..
 BG3629
 BG3629.The geoid height was determined by GEOID03.
 BG3629
 BG3629.The dynamic height is computed by dividing the NAVD 88
 BG3629.geopotential number by the normal gravity value computed on the
 BG3629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3629.degrees latitude (g = 980.6199 gals.).
 BG3629
 BG3629.The modeled gravity was interpolated from observed gravity values.
 BG3629
 BG3629;                    North         East    Units  Estimated Accuracy
 BG3629;SPC FL N     -   149,810.      318,700.      MT  (+/- 180 meters Scaled)
 BG3629
 BG3629                          SUPERSEDED SURVEY CONTROL
 BG3629
 BG3629.No superseded survey control is available for this station.
 BG3629
 BG3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU591541(NAD 83)
 BG3629_MARKER: DB = BENCH MARK DISK
 BG3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3629_SP_SET: CONCRETE POST
 BG3629_STAMPING: 15 5 CMP 1965
 BG3629_MARK LOGO: USGS  
 BG3629_PROJECTION: PROJECTING 10 CENTIMETERS
 BG3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3629+STABILITY: SURFACE MOTION
 BG3629
 BG3629  HISTORY     - Date     Condition        Report By
 BG3629  HISTORY     - 1965     MONUMENTED       USGS
 BG3629  HISTORY     - 1984     GOOD             FLDNR
 BG3629  HISTORY     - 20030608 MARK NOT FOUND   USPSQD
 BG3629
 BG3629                          STATION DESCRIPTION
 BG3629
 BG3629'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3629'IN PERDIDO BAY.
 BG3629'IN PERDIDO BAY, NEAR INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD
 BG3629'292 A, 144.5 FEET WEST OF THE INTERSECTION, 18 FEET SOUTH OF THE
 BG3629'CENTERLINE OF THE COUNTY ROAD, 3.7 FEET EAST OF A TELEPHONE POLE, AND
 BG3629'0.5 FOOT WEST OF A WITNESS POST.
 BG3629'THE MARK IS ABOVE LEVEL WITH ROAD.
 BG3629
 BG3629                          STATION RECOVERY (2003)
 BG3629
 BG3629'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3629'AT THIS LOCATION THERE IS NO TELEPHONE POLE AND NO WITNESS POST OR
 BG3629'SIGN. THE MARK MAY BE AT THE LOCATION UNDER ASPHALT OR DESTROYED.THE
 BG3629'ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5182 ***********************************************************************
 AG5182  DESIGNATION -  5 RAK USGS
 AG5182  PID         -  AG5182
 AG5182  STATE/COUNTY-  FL/MANATEE
 AG5182  USGS QUAD   -  PALMETTO (1987)
 AG5182
 AG5182                         *CURRENT SURVEY CONTROL
 AG5182  ___________________________________________________________________
 AG5182* NAD 83(1986)-  27 31 14.     (N)    082 31 39.     (W)     SCALED    
 AG5182* NAVD 88     -         2.512  (meters)       8.24   (feet)  ADJUSTED  
 AG5182  ___________________________________________________________________
 AG5182  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG5182  DYNAMIC HT  -           2.509 (meters)       8.23  (feet)  COMP
 AG5182  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 AG5182
 AG5182  VERT ORDER  -  FIRST     CLASS I
 AG5182
 AG5182.The horizontal coordinates were scaled from a topographic map and have
 AG5182.an estimated accuracy of +/- 6 seconds.
 AG5182
 AG5182.The orthometric height was determined by differential leveling
 AG5182.and adjusted by the National Geodetic Survey in June 1991..
 AG5182
 AG5182.The geoid height was determined by GEOID03.
 AG5182
 AG5182.The dynamic height is computed by dividing the NAVD 88
 AG5182.geopotential number by the normal gravity value computed on the
 AG5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5182.degrees latitude (g = 980.6199 gals.).
 AG5182
 AG5182.The modeled gravity was interpolated from observed gravity values.
 AG5182
 AG5182;                    North         East    Units  Estimated Accuracy
 AG5182;SPC FL W     -   353,190.      147,890.      MT  (+/- 180 meters Scaled)
 AG5182
 AG5182                          SUPERSEDED SURVEY CONTROL
 AG5182
 AG5182  NGVD 29 (??/??/92)    2.813  (m)            9.23   (f) ADJ UNCH    1 1
 AG5182
 AG5182.Superseded values are not recommended for survey control.
 AG5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5182.See file dsdata.txt to determine how the superseded data were derived.
 AG5182
 AG5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL491450(NAD 83)
 AG5182_MARKER: DD = SURVEY DISK
 AG5182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5182_SP_SET: CONCRETE BASE
 AG5182_STAMPING: 5 RAK 1962 9
 AG5182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5182
 AG5182  HISTORY     - Date     Condition        Report By
 AG5182  HISTORY     - 1962     MONUMENTED       USGS
 AG5182  HISTORY     - 1966     GOOD             NGS
 AG5182
 AG5182                          STATION DESCRIPTION
 AG5182
 AG5182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5182'AT ELLENTON.
 AG5182'AT ELLENTON, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 301 FROM
 AG5182'THE POST OFFICE, THENCE ABOUT 0.05 MILE SOUTH ALONG CHURCH
 AG5182'STREET, NEAR THE INTERSECTION OF CHURCH AND CEDAR STREETS, 52.0
 AG5182'FEET SOUTH OF THE SOUTHWEST CORNER OF THE ELLENTON FIRE DEPT.
 AG5182'BUILDING, 36.0 FEET NORTH OF THE CENTER LINE OF CEDAR STREET,
 AG5182'70.0 FEET WEST OF THE CENTER LINE OF CHURCH STREET, 197.0 FEET
 AG5182'NORTH OF AND ACROSS CEDAR STREET FROM NORTHEAST CORNER OF
 AG5182'ELLENTON GRADE SCHOOL, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 AG5182'STREETS AND IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 AG5182'ONE OF FOUR CONCRETE BASES WHICH SUPPORT THE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6843 ***********************************************************************
 AG6843  DESIGNATION -  5 ST PETERSBURG
 AG6843  PID         -  AG6843
 AG6843  STATE/COUNTY-  FL/PINELLAS
 AG6843  USGS QUAD   -  PORT TAMPA (1983)
 AG6843
 AG6843                         *CURRENT SURVEY CONTROL
 AG6843  ___________________________________________________________________
 AG6843* NAD 83(1986)-  27 48 24.     (N)    082 36 13.     (W)     SCALED    
 AG6843* NAVD 88     -         0.887  (meters)       2.91   (feet)  ADJUSTED  
 AG6843  ___________________________________________________________________
 AG6843  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AG6843  DYNAMIC HT  -           0.886 (meters)       2.91  (feet)  COMP
 AG6843  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AG6843
 AG6843  VERT ORDER  -  SECOND    CLASS II
 AG6843
 AG6843.The horizontal coordinates were scaled from a topographic map and have
 AG6843.an estimated accuracy of +/- 6 seconds.
 AG6843
 AG6843.The orthometric height was determined by differential leveling
 AG6843.and adjusted by the National Geodetic Survey in June 1991..
 AG6843
 AG6843.The geoid height was determined by GEOID03.
 AG6843
 AG6843.The dynamic height is computed by dividing the NAVD 88
 AG6843.geopotential number by the normal gravity value computed on the
 AG6843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6843.degrees latitude (g = 980.6199 gals.).
 AG6843
 AG6843.The modeled gravity was interpolated from observed gravity values.
 AG6843
 AG6843;                    North         East    Units  Estimated Accuracy
 AG6843;SPC FL W     -   384,930.      140,530.      MT  (+/- 180 meters Scaled)
 AG6843
 AG6843                          SUPERSEDED SURVEY CONTROL
 AG6843
 AG6843  NGVD 29 (??/??/92)    1.150  (m)            3.77   (f) ADJ UNCH    2 2
 AG6843
 AG6843.Superseded values are not recommended for survey control.
 AG6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6843.See file dsdata.txt to determine how the superseded data were derived.
 AG6843
 AG6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL420768(NAD 83)
 AG6843_MARKER: DD = SURVEY DISK
 AG6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6843+STABILITY: SURFACE MOTION
 AG6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6843+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 AG6843
 AG6843  HISTORY     - Date     Condition        Report By
 AG6843  HISTORY     - UNK      MONUMENTED       FL2730
 AG6843  HISTORY     - 1975     GOOD             FLDT
 AG6843  HISTORY     - 20010501 GOOD             USPSQD
 AG6843  HISTORY     - 20051017 GOOD             USPSQD
 AG6843
 AG6843                          STATION DESCRIPTION
 AG6843
 AG6843'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6843'AT ST PETERSBURG.
 AG6843'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG6843'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N.
 AG6843'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON
 AG6843'38TH AVE. N AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION
 AG6843'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ON 40TH AVE.
 AG6843'N. FOR 1.6 MILE TO THE INTERSECTION OF SHORE ACRES BLVD., TURN
 AG6843'RIGHT ON SHORE ACRES BLVD. AND RUN SOUTHERLY FOR 0.45 MILE TO THE
 AG6843'INTERSECTION OF OVERLOOK DR., TURN LEFT AND RUN EASTERLY ON OVERLOOK
 AG6843'DR. FOR 0.25 MILE TO THE T JUNCTION OF HELENA STREET NE.  STATION
 AG6843'ON LEFT, IN THE NORTH CORNER, 37.0 FT. NW OF THE CENTERLINE OF
 AG6843'OVERLOOK DRIVE NE, 38.5 FT. EAST OF THE CENTERLINE OF HELENA STREET,
 AG6843'12.0 FT. EAST OF AN 8 INCH PALM TREE, 0.8 FT. NORTH OF THE BACK OF
 AG6843'SIDEWALK.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG6843'GROUND.  SECTION 9, T 31S, R 17E
 AG6843
 AG6843                          STATION RECOVERY (2001)
 AG6843
 AG6843'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG6843'RECOVERED IN GOOD CONDITION.
 AG6843
 AG6843                          STATION RECOVERY (2005)
 AG6843
 AG6843'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLS)
 AG6843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5330 ***********************************************************************
 AK5330  DESIGNATION -  5 USE
 AK5330  PID         -  AK5330
 AK5330  STATE/COUNTY-  FL/SEMINOLE
 AK5330  USGS QUAD   -  SANFORD (1988)
 AK5330
 AK5330                         *CURRENT SURVEY CONTROL
 AK5330  ___________________________________________________________________
 AK5330* NAD 83(1986)-  28 50 13.     (N)    081 19 31.     (W)     SCALED    
 AK5330* NAVD 88     -         4.631  (meters)      15.19   (feet)  ADJUSTED  
 AK5330  ___________________________________________________________________
 AK5330  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AK5330  DYNAMIC HT  -           4.625 (meters)      15.17  (feet)  COMP
 AK5330  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 AK5330
 AK5330  VERT ORDER  -  FIRST     CLASS II
 AK5330
 AK5330.The horizontal coordinates were scaled from a topographic map and have
 AK5330.an estimated accuracy of +/- 6 seconds.
 AK5330
 AK5330.The orthometric height was determined by differential leveling
 AK5330.and adjusted by the National Geodetic Survey in June 1991..
 AK5330
 AK5330.The geoid height was determined by GEOID03.
 AK5330
 AK5330.The dynamic height is computed by dividing the NAVD 88
 AK5330.geopotential number by the normal gravity value computed on the
 AK5330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5330.degrees latitude (g = 980.6199 gals.).
 AK5330
 AK5330.The modeled gravity was interpolated from observed gravity values.
 AK5330
 AK5330;                    North         East    Units  Estimated Accuracy
 AK5330;SPC FL E     -   499,000.      168,260.      MT  (+/- 180 meters Scaled)
 AK5330
 AK5330                          SUPERSEDED SURVEY CONTROL
 AK5330
 AK5330  NGVD 29 (09/01/92)    4.947  (m)           16.23   (f) ADJUSTED    1 2
 AK5330
 AK5330.Superseded values are not recommended for survey control.
 AK5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5330.See file dsdata.txt to determine how the superseded data were derived.
 AK5330
 AK5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM682899(NAD 83)
 AK5330_MARKER: DB = BENCH MARK DISK
 AK5330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5330_SP_SET: CONCRETE POST
 AK5330_STAMPING: U.S.E. 5 1935 16 623
 AK5330_PROJECTION: PROJECTING 8 CENTIMETERS
 AK5330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5330+STABILITY: SURFACE MOTION
 AK5330
 AK5330  HISTORY     - Date     Condition        Report By
 AK5330  HISTORY     - 1935     MONUMENTED       USE
 AK5330  HISTORY     - 1978     GOOD             NGS
 AK5330  HISTORY     - 19950128 MARK NOT FOUND   USPSQD
 AK5330
 AK5330                          STATION DESCRIPTION
 AK5330
 AK5330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5330'0.5 MI NORTH FROM LAKE MONROE.
 AK5330'0.5 MILE NORTH ALONG U.S. HIGHWAY 17 AND 92 FROM THE JUNCTION OF
 AK5330'HIGHWAY 17, 92 AND COUNTY HIGHWAY 15 IN LAKE MONROE TO THE MARK ON
 AK5330'THE LEFT, 5.8 MILES NORTHEAST OF SANFORD.  SET IN TOP OF A CONCRETE
 AK5330'POST 36 FEET SOUTH OF A .U.S. GEOGICAL SURVEY RECORDING STATION,
 AK5330'35.5 FEET NORTH OF A D.O.T. BUILDING, 30 FEET WEST OF THE CENTER
 AK5330'LINE OF HIGHWAY, 27 FEET SOUTHWEST OF THE SOUTH END OF HIGHWAY
 AK5330'BRIDGE OVER ST. JOHNS RIVER, 10 FEET WEST OF A TREE.
 AK5330'THE MARK IS 2 FT BELOW HIGHWAY.
 AK5330
 AK5330                          STATION RECOVERY (1995)
 AK5330
 AK5330'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3988 ***********************************************************************
 AC3988  DESIGNATION -  5 WJJ FSRD
 AC3988  PID         -  AC3988
 AC3988  STATE/COUNTY-  FL/BROWARD
 AC3988  USGS QUAD   -  OPA-LOCKA (1988)
 AC3988
 AC3988                         *CURRENT SURVEY CONTROL
 AC3988  ___________________________________________________________________
 AC3988* NAD 83(1990)-  25 57 50.62325(N)    080 18 38.74103(W)     ADJUSTED  
 AC3988* NAVD 88     -         3.64   (+/-2cm)      11.9    (feet)  VERTCON   
 AC3988  ___________________________________________________________________
 AC3988  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AC3988  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AC3988
 AC3988  HORZ ORDER  -  SECOND
 AC3988  VERT ORDER  -  THIRD ? (See Below)
 AC3988
 AC3988.The horizontal coordinates were established by classical geodetic methods
 AC3988.and adjusted by the National Geodetic Survey in May 1991..
 AC3988
 AC3988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3988.The vertical order pertains to the NGVD 29 superseded value.
 AC3988
 AC3988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3988
 AC3988.The geoid height was determined by GEOID03.
 AC3988
 AC3988;                    North         East     Units Scale Factor Converg.
 AC3988;SPC FL E     -   180,815.357   269,022.950   MT  0.99999998   +0 18 06.4
 AC3988;SPC FL E     -   593,225.05    882,619.46   sFT  0.99999998   +0 18 06.4
 AC3988;UTM  17      - 2,871,885.646   568,999.399   MT  0.99965878   +0 18 06.4
 AC3988
 AC3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3988!SPC FL E     -   1.00000337  x   0.99999998  =   1.00000335
 AC3988!UTM  17      -   1.00000337  x   0.99965878  =   0.99966215
 AC3988
 AC3988                          SUPERSEDED SURVEY CONTROL
 AC3988
 AC3988  NAD 83(1986)-  25 57 50.62518(N)    080 18 38.74576(W) AD(       ) 2
 AC3988  NAD 27      -  25 57 49.29279(N)    080 18 39.56365(W) AD(       ) 2
 AC3988  NGVD 29 (07/19/86)    4.12   (m)           13.5    (f) LEVELING    3  
 AC3988
 AC3988.Superseded values are not recommended for survey control.
 AC3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3988.See file dsdata.txt to determine how the superseded data were derived.
 AC3988
 AC3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6899971886(NAD 83)
 AC3988_MARKER: DB = BENCH MARK DISK
 AC3988_SETTING: 0 = UNSPECIFIED SETTING
 AC3988
 AC3988  HISTORY     - Date     Condition        Report By
 AC3988  HISTORY     - 1971     MONUMENTED       FLGS
 AC3988  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AC3988
 AC3988                          STATION DESCRIPTION
 AC3988
 AC3988'DESCRIBED BY FLORIDA GEODETIC SURVEY 1971 (NCA)
 AC3988'A LEVEL AND TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 AC3988'GUNNY.  THE MARK WAS USED AS REFERENCE MARK 2, THE DISTANCE BEING
 AC3988'(73.00) FT OR 22.2521 M.
 AC3988'
 AC3988'THE MARK IS A FLORIDA STATE BENCH MARK STAMPED 5 WJJ.
 AC3988'
 AC3988'FOR THE WRITE UP AND THE TO REACH FOR THIS MARK SEE THE DESCRIPTION
 AC3988'FOR TRIANGULATION STATION GUNNY.
 AC3988
 AC3988                          STATION RECOVERY (1991)
 AC3988
 AC3988'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC3988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3529 ***********************************************************************
 AJ3529  DESIGNATION -  50
 AJ3529  PID         -  AJ3529
 AJ3529  STATE/COUNTY-  FL/PALM BEACH
 AJ3529  USGS QUAD   -  BRYANT (1970)
 AJ3529
 AJ3529                         *CURRENT SURVEY CONTROL
 AJ3529  ___________________________________________________________________
 AJ3529* NAD 83(1986)-  26 48 15.     (N)    080 33 03.     (W)     SCALED    
 AJ3529* NAVD 88     -         4.276  (meters)      14.03   (feet)  ADJUSTED  
 AJ3529  ___________________________________________________________________
 AJ3529  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ3529  DYNAMIC HT  -           4.269 (meters)      14.01  (feet)  COMP
 AJ3529  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 AJ3529
 AJ3529  VERT ORDER  -  SECOND    CLASS I
 AJ3529
 AJ3529.The horizontal coordinates were scaled from a topographic map and have
 AJ3529.an estimated accuracy of +/- 6 seconds.
 AJ3529
 AJ3529.The orthometric height was determined by differential leveling
 AJ3529.and adjusted by the National Geodetic Survey in May 2003..
 AJ3529
 AJ3529.The geoid height was determined by GEOID03.
 AJ3529
 AJ3529.The dynamic height is computed by dividing the NAVD 88
 AJ3529.geopotential number by the normal gravity value computed on the
 AJ3529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3529.degrees latitude (g = 980.6199 gals.).
 AJ3529
 AJ3529.The modeled gravity was interpolated from observed gravity values.
 AJ3529
 AJ3529;                    North         East    Units  Estimated Accuracy
 AJ3529;SPC FL E     -   273,790.      244,660.      MT  (+/- 180 meters Scaled)
 AJ3529
 AJ3529                          SUPERSEDED SURVEY CONTROL
 AJ3529
 AJ3529  NAVD 88 (09/17/01)    4.281  (m)           14.05   (f) UNKNOWN     2 1
 AJ3529
 AJ3529.Superseded values are not recommended for survey control.
 AJ3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3529.See file dsdata.txt to determine how the superseded data were derived.
 AJ3529
 AJ3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK446648(NAD 83)
 AJ3529_MARKER: DD = SURVEY DISK
 AJ3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3529_STAMPING: BM 50 1999
 AJ3529_MARK LOGO: SFLWMD
 AJ3529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3529+STABILITY: SURFACE MOTION
 AJ3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3529+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3529
 AJ3529  HISTORY     - Date     Condition        Report By
 AJ3529  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3529  HISTORY     - 20000219 GOOD             FLDEP
 AJ3529
 AJ3529                          STATION DESCRIPTION
 AJ3529
 AJ3529'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3529'THE MARK IS ABOUT 33.5 MI (53.9 KM) NORTHWEST OF PALM BEACH, 4.9 MI
 AJ3529'(7.9 KM) SOUTHEAST OF CANAL POINT, IN SECTION 20, TOWNSHIP 42 SOUTH,
 AJ3529'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3529'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3529'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3529'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3529'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3529'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3529'ROAD ON THE RIGHT, TURN RIGHT ON THE LEVEE ROAD NUMBER 10 AND GO
 AJ3529'SOUTHERLY FOR 4.7 MI (7.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AJ3529'OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AJ3529'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 277.0 FT (84.4
 AJ3529'M) SOUTHWEST OF UTILITY TOWER NUMBER 14Z 208, 236.0 FT (71.9 M)
 AJ3529'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF AN ENTRANCE ROAD TO A
 AJ3529'UTILITY TOWER, 12.7 FT (3.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 AJ3529'OF THE LEVEE ROAD AND 1.1 FT (0.3 M) SOUTHWEST OF A SFWMD METAL
 AJ3529'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7197 ***********************************************************************
 AK7197  DESIGNATION -  50 88A 20
 AK7197  PID         -  AK7197
 AK7197  STATE/COUNTY-  FL/ORANGE
 AK7197  USGS QUAD   -  BITHLO (1980)
 AK7197
 AK7197                         *CURRENT SURVEY CONTROL
 AK7197  ___________________________________________________________________
 AK7197* NAD 83(1986)-  28 33 28.     (N)    081 07 18.     (W)     SCALED    
 AK7197* NAVD 88     -        20.951  (meters)      68.74   (feet)  ADJUSTED  
 AK7197  ___________________________________________________________________
 AK7197  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AK7197  DYNAMIC HT  -          20.921 (meters)      68.64  (feet)  COMP
 AK7197  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 AK7197
 AK7197  VERT ORDER  -  SECOND    CLASS I
 AK7197
 AK7197.The horizontal coordinates were scaled from a topographic map and have
 AK7197.an estimated accuracy of +/- 6 seconds.
 AK7197
 AK7197.The orthometric height was determined by differential leveling
 AK7197.and adjusted by the National Geodetic Survey in November 2003..
 AK7197
 AK7197.The geoid height was determined by GEOID03.
 AK7197
 AK7197.The dynamic height is computed by dividing the NAVD 88
 AK7197.geopotential number by the normal gravity value computed on the
 AK7197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7197.degrees latitude (g = 980.6199 gals.).
 AK7197
 AK7197.The modeled gravity was interpolated from observed gravity values.
 AK7197
 AK7197;                    North         East    Units  Estimated Accuracy
 AK7197;SPC FL E     -   468,030.      188,100.      MT  (+/- 180 meters Scaled)
 AK7197
 AK7197                          SUPERSEDED SURVEY CONTROL
 AK7197
 AK7197  NAVD 88 (12/21/95)   20.957  (m)           68.76   (f) UNKNOWN     2 1
 AK7197
 AK7197.Superseded values are not recommended for survey control.
 AK7197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7197.See file dsdata.txt to determine how the superseded data were derived.
 AK7197
 AK7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM881589(NAD 83)
 AK7197_MARKER: DD = SURVEY DISK
 AK7197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7197_SP_SET: SQUARE CONCRETE MONUMENT
 AK7197_STAMPING: 50-88A-20 ELEV. 70.21
 AK7197_MARK LOGO: FLDT  
 AK7197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7197+STABILITY: SURFACE MOTION
 AK7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7197+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AK7197
 AK7197  HISTORY     - Date     Condition        Report By
 AK7197  HISTORY     - UNK      MONUMENTED       FLDT
 AK7197  HISTORY     - 19900326 GOOD             FL-095
 AK7197  HISTORY     - 19970220 GOOD             FLDT
 AK7197  HISTORY     - 19980331 GOOD             USPSQD
 AK7197
 AK7197                          STATION DESCRIPTION
 AK7197
 AK7197'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7197'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7197'SOUTH SIDE OF HWY 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7197'OF HWY 50, ABOUT 75 FT (22.9 M) WEST OF THE CENTER LINE OF A DIRT
 AK7197'DRIVEWAY, AND ACROSS THE STREET FROM CHRIS TRUCKSTOP (ADDRESS NO.
 AK7197'17433).  T22S, R32E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE
 AK7197'COUNTY ENGINEERING DEPARTMENT.)
 AK7197
 AK7197                          STATION RECOVERY (1997)
 AK7197
 AK7197'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997 (JLM)
 AK7197'THE MARK IS IN BITHLO IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 32 EAST.
 AK7197'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD)
 AK7197'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON
 AK7197'STATE ROAD 50 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD
 AK7197'LEADING SOUTH AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AK7197'PREFABRICATED CONCRETE POST IMBEDDED IN THE GROUND, RECESSED 0.6 FT
 AK7197'(18.3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH STATE ROAD 50.
 AK7197'LOCATED 101.7 FT (31.0 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AK7197'LANES OF STATE ROAD 50, 80.0 FT (24.4 M) WEST OF THE APPROXIMATE
 AK7197'CEWNTERLINE OF A DIRT ROAD LEADING SOUTH, 60.0 FT (18.3 M) WEST OF ST.
 AK7197'JRWMD BM 1350-20, 55.2 FT (16.8 M) NORTHWEST OF THE NORTHWEST CORNER
 AK7197'OF A 5.0 FT (1.5 M) TALL CHAIN-LINK FENCE, 18.8 FT (5.7 M) NORTH OF A
 AK7197'5.0 FT (1.5 M) TALL CHAIN-LINK FENCE AND 2.0 FT (0.6 M) NORTH OF A
 AK7197'FLDOT WITNESS POST.
 AK7197
 AK7197                          STATION RECOVERY (1998)
 AK7197
 AK7197'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7726 ***********************************************************************
 AL7726  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7726  DESIGNATION -  50 ERS TT
 AL7726  PID         -  AL7726
 AL7726  STATE/COUNTY-  FL/HERNANDO
 AL7726  USGS QUAD   -  BAYPORT (1984)
 AL7726
 AL7726                         *CURRENT SURVEY CONTROL
 AL7726  ___________________________________________________________________
 AL7726* NAD 83(1986)-  28 32 03.     (N)    082 39 02.     (W)     SCALED    
 AL7726* NAVD 88     -         0.917  (meters)       3.01   (feet)  POSTED    
 AL7726  ___________________________________________________________________
 AL7726  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AL7726  DYNAMIC HT  -           0.920 (meters)       3.02  (feet)  COMP
 AL7726  MODELED GRAV-     979,207.7   (mgal)                       NAVD 88
 AL7726
 AL7726  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7726
 AL7726.The horizontal coordinates were scaled from a topographic map and have
 AL7726.an estimated accuracy of +/- 6 seconds.
 AL7726
 AL7726.The orthometric height was determined by differential leveling
 AL7726.and adjusted by the National Geodetic Survey in 1992..
 AL7726.No vertical observational check was made to the station.
 AL7726.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7726.was located on a no-check spur therefore a value was not computed.
 AL7726
 AL7726.This Tidal Bench Mark is designated as VM 7744
 AL7726.by the Center for Operational Oceanographic Products and Services.
 AL7726
 AL7726.The geoid height was determined by GEOID03.
 AL7726
 AL7726.The dynamic height is computed by dividing the NAVD 88
 AL7726.geopotential number by the normal gravity value computed on the
 AL7726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7726.degrees latitude (g = 980.6199 gals.).
 AL7726
 AL7726.The modeled gravity was interpolated from observed gravity values.
 AL7726
 AL7726;                    North         East    Units  Estimated Accuracy
 AL7726;SPC FL W     -   465,580.      136,330.      MT  (+/- 180 meters Scaled)
 AL7726
 AL7726                          SUPERSEDED SURVEY CONTROL
 AL7726
 AL7726.No superseded survey control is available for this station.
 AL7726
 AL7726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM385574(NAD 83)
 AL7726_MARKER: DD = SURVEY DISK
 AL7726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7726_SP_SET: CONCRETE BULKHEAD
 AL7726_STAMPING: 1952 3.9 50 ERS TT
 AL7726_MARK LOGO: USGS  
 AL7726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7726+STABILITY: SURFACE MOTION
 AL7726
 AL7726  HISTORY     - Date     Condition        Report By
 AL7726  HISTORY     - 1952     MONUMENTED       USGS
 AL7726  HISTORY     - 1985     GOOD             FLDNR
 AL7726  HISTORY     - 19910114 GOOD             USPSQD
 AL7726
 AL7726                          STATION DESCRIPTION
 AL7726
 AL7726'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7726'6.25 MI WEST FROM WEEKI WACHEE.
 AL7726'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7726'6.25 MILES WEST ON STATE ROAD 50 TO ITS END AT A COUNTY PARK AND THE
 AL7726'MARK.  THE MARK IS SET IN THE CONCRETE BULKHEAD AT THE END OF THE
 AL7726'ROAD, 19 FEET WEST OF THE FISHING PIER, AND 25.4 FEET SOUTH OF THE
 AL7726'PAVED PARKING LOT.
 AL7726
 AL7726                          STATION RECOVERY (1991)
 AL7726
 AL7726'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5119 ***********************************************************************
 AB5119  DESIGNATION -  50 JAS
 AB5119  PID         -  AB5119
 AB5119  STATE/COUNTY-  FL/MARION
 AB5119  USGS QUAD   -  LAKE WEIR (1993)
 AB5119
 AB5119                         *CURRENT SURVEY CONTROL
 AB5119  ___________________________________________________________________
 AB5119* NAD 83(1986)-  29 04 23.     (N)    081 54 10.     (W)     SCALED    
 AB5119* NAVD 88     -        30.015  (meters)      98.47   (feet)  ADJUSTED  
 AB5119  ___________________________________________________________________
 AB5119  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AB5119  DYNAMIC HT  -          29.973 (meters)      98.34  (feet)  COMP
 AB5119  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 AB5119
 AB5119  VERT ORDER  -  SECOND    CLASS I
 AB5119
 AB5119.The horizontal coordinates were scaled from a topographic map and have
 AB5119.an estimated accuracy of +/- 6 seconds.
 AB5119
 AB5119.The orthometric height was determined by differential leveling
 AB5119.and adjusted by the National Geodetic Survey in September 1996..
 AB5119
 AB5119.The geoid height was determined by GEOID03.
 AB5119
 AB5119.The dynamic height is computed by dividing the NAVD 88
 AB5119.geopotential number by the normal gravity value computed on the
 AB5119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5119.degrees latitude (g = 980.6199 gals.).
 AB5119
 AB5119.The modeled gravity was interpolated from observed gravity values.
 AB5119
 AB5119;                    North         East    Units  Estimated Accuracy
 AB5119;SPC FL W     -   525,130.      209,470.      MT  (+/- 180 meters Scaled)
 AB5119
 AB5119                          SUPERSEDED SURVEY CONTROL
 AB5119
 AB5119.No superseded survey control is available for this station.
 AB5119
 AB5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN121164(NAD 83)
 AB5119_MARKER: DB = BENCH MARK DISK
 AB5119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5119_SP_SET: CULVERT HEADWALL
 AB5119_STAMPING: 50 JAS 1966
 AB5119_MARK LOGO: CGS   
 AB5119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5119+STABILITY: SURFACE MOTION
 AB5119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5119+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1993
 AB5119
 AB5119  HISTORY     - Date     Condition        Report By
 AB5119  HISTORY     - 1966     MONUMENTED       CGS
 AB5119  HISTORY     - 19931228 GOOD             FLDEP
 AB5119  HISTORY     - 20030709 MARK NOT FOUND   FLDEP
 AB5119
 AB5119                          STATION DESCRIPTION
 AB5119
 AB5119'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5119'THE MARK IS ABOUT 13.7 MI (22.0 KM) SOUTHEAST OF SILVER SPRINGS, 2.7
 AB5119'MI (4.3 KM) NORTHEAST OF OKLAWAHA, 1.3 MI (2.1 KM) SOUTHWEST OF MOSS
 AB5119'BLUFF IN SECTION 27, TOWNSHIP 16 SOUTH, RANGE 24 EAST.  TO REACH THE
 AB5119'MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN
 AB5119'OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 3.0 MI (4.8 KM) TO THE MARK
 AB5119'ON THE LEFT, SET IN TOP OF THE HEADWALL OF A CONCRETE BOX CULVERT AND
 AB5119'APPROXIMATELY 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 464C.
 AB5119'LOCATED 26.8 FT (8.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5119'ROAD 464C, 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST AND 0.8 FT
 AB5119'(24.4 CM) NORTH OF THE SOUTH END OF THE HEADWALL.
 AB5119
 AB5119                          STATION RECOVERY (2003)
 AB5119
 AB5119'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6709 ***********************************************************************
 DE6709  DESIGNATION -  50 WSM
 DE6709  PID         -  DE6709
 DE6709  STATE/COUNTY-  FL/FLAGLER
 DE6709  USGS QUAD   -  CODYS CORNER (1993)
 DE6709
 DE6709                         *CURRENT SURVEY CONTROL
 DE6709  ___________________________________________________________________
 DE6709* NAD 83(1986)-  29 21 35.     (N)    081 18 40.     (W)     SCALED    
 DE6709* NAVD 88     -         5.143  (meters)      16.87   (feet)  ADJUSTED  
 DE6709  ___________________________________________________________________
 DE6709  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DE6709  DYNAMIC HT  -           5.136 (meters)      16.85  (feet)  COMP
 DE6709  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 DE6709
 DE6709  VERT ORDER  -  SECOND    CLASS I
 DE6709
 DE6709.The horizontal coordinates were scaled from a topographic map and have
 DE6709.an estimated accuracy of +/- 6 seconds.
 DE6709
 DE6709.The orthometric height was determined by differential leveling
 DE6709.and adjusted by the National Geodetic Survey in May 2004..
 DE6709
 DE6709.The geoid height was determined by GEOID03.
 DE6709
 DE6709.The dynamic height is computed by dividing the NAVD 88
 DE6709.geopotential number by the normal gravity value computed on the
 DE6709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6709.degrees latitude (g = 980.6199 gals.).
 DE6709
 DE6709.The modeled gravity was interpolated from observed gravity values.
 DE6709
 DE6709;                    North         East    Units  Estimated Accuracy
 DE6709;SPC FL E     -   556,940.      169,790.      MT  (+/- 180 meters Scaled)
 DE6709
 DE6709                          SUPERSEDED SURVEY CONTROL
 DE6709
 DE6709.No superseded survey control is available for this station.
 DE6709
 DE6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN698478(NAD 83)
 DE6709_MARKER: DB = BENCH MARK DISK
 DE6709_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6709_SP_SET: BRIDGE WALKWAY
 DE6709_STAMPING: 50 WSM 18 FEET
 DE6709_MARK LOGO: USGS  
 DE6709_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6709+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1999
 DE6709
 DE6709  HISTORY     - Date     Condition        Report By
 DE6709  HISTORY     - 1961     MONUMENTED       USGS
 DE6709  HISTORY     - 19990317 GOOD             FLDEP
 DE6709
 DE6709                          STATION DESCRIPTION
 DE6709
 DE6709'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6709'THE MARK IS ABOUT 22.2 MI (35.7 KM) NORTH OF DELAND, 8.5 MI (13.7 KM)
 DE6709'SOUTH OF BUNNELL IN SECTION 19, TOWNSHIP 13 SOUTH, RANGE 30 EAST. TO
 DE6709'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, STATE ROAD 100 AND
 DE6709'STATE ROAD 11 (MOODY BOULEVARD) IN BUNNELL, GO SOUTHWEST ON STATE ROAD
 DE6709'11 (MOODY BOULEVARD) FOR 8.45 MI (13.60 KM) TO THE SOUTH END OF A
 DE6709'SMALL BRIDGE OVER MIDDLE HAW CREEK AND THE MARK ON THE LEFT, SET IN
 DE6709'THE SOUTHEAST CORNER OF THE BRIDGE WALKWAY, 1.0 FT (0.3 M) ABOVE THE
 DE6709'LEVEL OF THE STATE ROAD 11. LOCATED 20.0 FT (6.1 M) NORTH OF THE SOUTH
 DE6709'END OF THE BRIDGE GUARDRAIL AND 11.2 FT (3.4 M) EAST OF THE CENTERLINE
 DE6709'OF STATE ROAD 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6326 ***********************************************************************
 AK6326  DESIGNATION -  500 WT 1
 AK6326  PID         -  AK6326
 AK6326  STATE/COUNTY-  FL/BREVARD
 AK6326  USGS QUAD   -  WILSON (1979)
 AK6326
 AK6326                         *CURRENT SURVEY CONTROL
 AK6326  ___________________________________________________________________
 AK6326* NAD 83(1990)-  28 37 32.04626(N)    080 39 25.49230(W)     ADJUSTED  
 AK6326* NAVD 88     -                                                        
 AK6326  ___________________________________________________________________
 AK6326  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AK6326  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK6326
 AK6326  HORZ ORDER  -  THIRD
 AK6326
 AK6326.The horizontal coordinates were established by classical geodetic methods
 AK6326.and adjusted by the National Geodetic Survey in May 1991..
 AK6326
 AK6326
 AK6326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6326
 AK6326.The geoid height was determined by GEOID03.
 AK6326
 AK6326;                    North         East     Units Scale Factor Converg.
 AK6326;SPC FL E     -   475,581.299   233,531.475   MT  0.99995505   +0 09 51.4
 AK6326;SPC FL E     - 1,560,302.98    766,177.85   sFT  0.99995505   +0 09 51.4
 AK6326;UTM  17      - 3,166,551.014   533,520.034   MT  0.99961387   +0 09 51.4
 AK6326
 AK6326                          SUPERSEDED SURVEY CONTROL
 AK6326
 AK6326  NAD 83(1986)-  28 37 32.05257(N)    080 39 25.50486(W) AD(       ) 4
 AK6326  NAD 27      -  28 37 31.07265(N)    080 39 26.32730(W) AD(       ) 3
 AK6326
 AK6326.Superseded values are not recommended for survey control.
 AK6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6326.See file dsdata.txt to determine how the superseded data were derived.
 AK6326
 AK6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3352066551(NAD 83)
 AK6326_MARKER: 55 = TOWER
 AK6326
 AK6326  HISTORY     - Date     Condition        Report By
 AK6326  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6326  HISTORY     - 1965     GOOD             CGS
 AK6326  HISTORY     - 1988     GOOD             USPSQD
 AK6326  HISTORY     - 1989     GOOD             USPSQD
 AK6326  HISTORY     - 1990     GOOD             USPSQD
 AK6326
 AK6326                          STATION DESCRIPTION
 AK6326
 AK6326'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6326'A 500 FOOT HIGH TRIANGULAR SHAPED STEEL WEATHER TOWER, WHICH
 AK6326'IS PAINTED ORANGE AND IS SUPPORTED ON A 4X4 FOOT CONCRETE
 AK6326'PAD.  THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 AK6326'
 AK6326'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 402 AND STATE
 AK6326'HIGHWAY 3 (KENNEDY PARKWAY), GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6326'2.0 MILES TO A SIDE ROAD RIGHT (HAPPY CREEK ROAD).  TURN RIGHT,
 AK6326'SOUTH, ON HAPPY CREEK ROAD FOR 0.65 MILE TO A FORK.  KEEP LEFT
 AK6326'FORK, SOUTHEAST AND SOUTH, FOR 0.85 MILE TO A SIDE ROAD RIGHT.
 AK6326'TURN RIGHT, WEST, ON A DIRT ROAD FOR 0.1 MILE TO THE TOWER ON THE
 AK6326'RIGHT.
 AK6326
 AK6326                          STATION RECOVERY (1965)
 AK6326
 AK6326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6326'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6326'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS 500
 AK6326'FEET HIGH, PAINTED RED AND WHITE WITH ADJUSTABLE LEGS AT THE
 AK6326'BASE FOR VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.  THE TOWER
 AK6326'SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK6326'
 AK6326'STATION IS LOCATED 2 MILES NORTH OF THE NORTH GATE TO CAPE KENNEDY
 AK6326'AND 1 MILE WEST.
 AK6326'
 AK6326'TO REACH FROM CENTRAL CONTROL, GO NORTH ON CAPE ROAD FOR 14.5 MILES
 AK6326'TO A SIDE ROAD LEFT.  TURN LEFT ON HAPPY CREEK ROAD AND GO 1.6
 AK6326'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.2 MILE TO
 AK6326'THE STATION ON YOUR RIGHT.
 AK6326
 AK6326                          STATION RECOVERY (1988)
 AK6326
 AK6326'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6326'RECOVERED IN GOOD CONDITION.
 AK6326
 AK6326                          STATION RECOVERY (1989)
 AK6326
 AK6326'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6326'RECOVERED IN GOOD CONDITION.
 AK6326
 AK6326                          STATION RECOVERY (1990)
 AK6326
 AK6326'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0883 ***********************************************************************
 AK0883  DESIGNATION -  500 WT 1 REF
 AK0883  PID         -  AK0883
 AK0883  STATE/COUNTY-  FL/BREVARD
 AK0883  USGS QUAD   -  WILSON (1979)
 AK0883
 AK0883                         *CURRENT SURVEY CONTROL
 AK0883  ___________________________________________________________________
 AK0883* NAD 83(1986)-  28 37 46.     (N)    080 39 27.     (W)     SCALED    
 AK0883* NAVD 88     -         1.901  (meters)       6.24   (feet)  ADJUSTED  
 AK0883  ___________________________________________________________________
 AK0883  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK0883  DYNAMIC HT  -           1.898 (meters)       6.23  (feet)  COMP
 AK0883  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 AK0883
 AK0883  VERT ORDER  -  FIRST     CLASS II
 AK0883
 AK0883.The horizontal coordinates were scaled from a topographic map and have
 AK0883.an estimated accuracy of +/- 6 seconds.
 AK0883
 AK0883.The orthometric height was determined by differential leveling
 AK0883.and adjusted by the National Geodetic Survey in June 1991..
 AK0883
 AK0883.The geoid height was determined by GEOID03.
 AK0883
 AK0883.The dynamic height is computed by dividing the NAVD 88
 AK0883.geopotential number by the normal gravity value computed on the
 AK0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0883.degrees latitude (g = 980.6199 gals.).
 AK0883
 AK0883.The modeled gravity was interpolated from observed gravity values.
 AK0883
 AK0883;                    North         East    Units  Estimated Accuracy
 AK0883;SPC FL E     -   476,010.      233,490.      MT  (+/- 180 meters Scaled)
 AK0883
 AK0883                          SUPERSEDED SURVEY CONTROL
 AK0883
 AK0883  NGVD 29 (??/??/92)    2.288  (m)            7.51   (f) ADJ UNCH    1 2
 AK0883
 AK0883.Superseded values are not recommended for survey control.
 AK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0883.See file dsdata.txt to determine how the superseded data were derived.
 AK0883
 AK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM334669(NAD 83)
 AK0883_MARKER: DB = BENCH MARK DISK
 AK0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0883_STAMPING: 500 WT 1 REF 1965
 AK0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0883+STABILITY: SURFACE MOTION
 AK0883
 AK0883  HISTORY     - Date     Condition        Report By
 AK0883  HISTORY     - 1965     MONUMENTED       CGS
 AK0883
 AK0883                          STATION DESCRIPTION
 AK0883
 AK0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK0883'AT CAPE KENNEDY.
 AK0883'55 FEET WEST OF THE WEST EDGE OF A BLACK-TOP ROAD AND 13 FEET
 AK0883'NORTH OF A CABLE SUPPORT POLE.  THE MARK IS AN 8 X 8 INCH
 AK0883'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.  TO REACH FROM THE
 AK0883'CENTRAL CONTROL BUILDING ON CAPE KENNEDY, GO NORTHWESTERLY ON
 AK0883'THE CAPE ROAD AND STATE HIGHWAY 401 FOR 14.8 MILES TO HAPPY
 AK0883'CREEK ROAD ON THE LEFT AND THE MERRITT ISLAND LAUNCH AREA.
 AK0883'TURN LEFT WESTERLY ON HAPPY CREEK ROAD FOR 0.6 MILE TO A FORK,
 AK0883'KEEP LEFT FORK SOUTHEASTERLY FOR 0.6 MILE TO THE MARK ON THE
 AK0883'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8035 ***********************************************************************
 AA8035  DESIGNATION -  5001
 AA8035  PID         -  AA8035
 AA8035  STATE/COUNTY-  FL/SARASOTA
 AA8035  USGS QUAD   -  BEE RIDGE (1987)
 AA8035
 AA8035                         *CURRENT SURVEY CONTROL
 AA8035  ___________________________________________________________________
 AA8035* NAD 83(1999)-  27 19 56.02181(N)    082 26 29.05533(W)     ADJUSTED  
 AA8035* NAVD 88     -         5.5    (meters)      18.     (feet)  GPS OBS   
 AA8035  ___________________________________________________________________
 AA8035  X           -     745,840.288 (meters)                     COMP
 AA8035  Y           -  -5,620,793.820 (meters)                     COMP
 AA8035  Z           -   2,910,958.834 (meters)                     COMP
 AA8035  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AA8035  ELLIP HEIGHT-         -18.88  (meters)          (06/19/01) GPS OBS
 AA8035  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AA8035
 AA8035  HORZ ORDER  -  FIRST
 AA8035  ELLP ORDER  -  FOURTH    CLASS I
 AA8035
 AA8035.The horizontal coordinates were established by GPS observations
 AA8035.and adjusted by the National Geodetic Survey in June 2001..
 AA8035
 AA8035.The orthometric height was determined by GPS observations and a
 AA8035.high-resolution geoid model.
 AA8035
 AA8035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8035
 AA8035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8035
 AA8035.The ellipsoidal height was determined by GPS observations
 AA8035.and is referenced to NAD 83.
 AA8035
 AA8035.The geoid height was determined by GEOID03.
 AA8035
 AA8035;                    North         East     Units Scale Factor Converg.
 AA8035;SPC FL W     -   332,292.074   156,320.273   MT  0.99996472   -0 12 09.6
 AA8035;SPC FL W     - 1,090,194.91    512,860.76   sFT  0.99996472   -0 12 09.6
 AA8035;UTM  17      - 3,024,057.119   357,404.710   MT  0.99985100   -0 39 43.0
 AA8035
 AA8035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8035!SPC FL W     -   1.00000297  x   0.99996472  =   0.99996769
 AA8035!UTM  17      -   1.00000297  x   0.99985100  =   0.99985397
 AA8035
 AA8035                          SUPERSEDED SURVEY CONTROL
 AA8035
 AA8035  NAD 83(1990)-  27 19 56.02049(N)    082 26 29.05479(W) AD(       ) 1
 AA8035  ELLIP H (09/15/95)  -18.80   (m)                       GP(       ) 4 1
 AA8035
 AA8035.Superseded values are not recommended for survey control.
 AA8035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8035.See file dsdata.txt to determine how the superseded data were derived.
 AA8035
 AA8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5740524057(NAD 83)
 AA8035_MARKER: DD = SURVEY DISK
 AA8035_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8035_STAMPING: 5001 1994
 AA8035_MARK LOGO: GEOBAS
 AA8035_PROJECTION: FLUSH
 AA8035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8035+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8035_ROD/PIPE-DEPTH: 8.2  meters
 AA8035
 AA8035  HISTORY     - Date     Condition        Report By
 AA8035  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8035
 AA8035                          STATION DESCRIPTION
 AA8035
 AA8035'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8035'THE STATION IS LOCATED NEAR THE PICNIC AREA OF ACKERMAN PARK.  TO
 AA8035'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AA8035'ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI (0.6
 AA8035'KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COBURN
 AA8035'ROAD, 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AA8035'GEOBASE CONTROL INC GPS STATION DISK STAMPED ---5001 1994--- SET ON A
 AA8035'5/8-INCH ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL WITH A
 AA8035'PVC PIPE AND CONCRETE COLLAR THAT IS FLUSH WITH THE GROUND.  IT IS
 AA8035'27.0 FT (8.2 M) WEST OF THE WEST EDGE OF PAVEMENT OF COBURN ROAD, 3.0
 AA8035'FT (0.9 M) WEST OF A WOODEN POST AND CABLE FENCE, 117.0 FT (35.7 M)
 AA8035'NORTH OF THE SOUTH END OF THE WOODEN POST AND CABLE FENCE AND 3.0 FT
 AA8035'(0.9 M) WEST OF A CARSONITE WITNESS POST.  REFERENCES--  IRON ROD AND
 AA8035'---LB 3639 REF.  PT.--- CAP SET ALONG THE WOOD POST AND CABLE FENCE
 AA8035'4-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 5 DEGREES AT 39.01
 AA8035'FT.  (11.89 M) PK NAIL AND ---REF.  PT.  LB 3639--- DISK SET IN THE
 AA8035'NORTH SUPPORT POLE OF A PICNIC TABLE SHELTER ON A MAGNETIC AZIMUTH OF
 AA8035'230 DEGREES AT 53.46 FT.  (16.29 M) PK NAIL AND ---REF.  PT.  LB
 AA8035'3636--- DISK SET IN THE SOUTH SUPPORT POLE OF A PICNIC TABLE SHELTER
 AA8035'ON A MAGNETIC AZIMUTH OF 320 DEGREES AT 55.51 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8036 ***********************************************************************
 AA8036  DESIGNATION -  5002
 AA8036  PID         -  AA8036
 AA8036  STATE/COUNTY-  FL/SARASOTA
 AA8036  USGS QUAD   -  BEE RIDGE (1987)
 AA8036
 AA8036                         *CURRENT SURVEY CONTROL
 AA8036  ___________________________________________________________________
 AA8036* NAD 83(1999)-  27 20 18.86309(N)    082 26 25.46611(W)     ADJUSTED  
 AA8036* NAVD 88     -         7.9    (meters)      26.     (feet)  GPS OBS   
 AA8036  ___________________________________________________________________
 AA8036  X           -     745,895.902 (meters)                     COMP
 AA8036  Y           -  -5,620,462.900 (meters)                     COMP
 AA8036  Z           -   2,911,584.476 (meters)                     COMP
 AA8036  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA8036  ELLIP HEIGHT-         -16.50  (meters)          (06/19/01) GPS OBS
 AA8036  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AA8036
 AA8036  HORZ ORDER  -  FIRST
 AA8036  ELLP ORDER  -  FOURTH    CLASS I
 AA8036
 AA8036.The horizontal coordinates were established by GPS observations
 AA8036.and adjusted by the National Geodetic Survey in June 2001..
 AA8036
 AA8036.The orthometric height was determined by GPS observations and a
 AA8036.high-resolution geoid model.
 AA8036
 AA8036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8036
 AA8036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8036
 AA8036.The ellipsoidal height was determined by GPS observations
 AA8036.and is referenced to NAD 83.
 AA8036
 AA8036.The geoid height was determined by GEOID03.
 AA8036
 AA8036;                    North         East     Units Scale Factor Converg.
 AA8036;SPC FL W     -   332,994.756   156,421.415   MT  0.99996461   -0 12 08.1
 AA8036;SPC FL W     - 1,092,500.30    513,192.59   sFT  0.99996461   -0 12 08.1
 AA8036;UTM  17      - 3,024,758.887   357,511.470   MT  0.99985062   -0 39 41.8
 AA8036
 AA8036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8036!SPC FL W     -   1.00000259  x   0.99996461  =   0.99996720
 AA8036!UTM  17      -   1.00000259  x   0.99985062  =   0.99985321
 AA8036
 AA8036                          SUPERSEDED SURVEY CONTROL
 AA8036
 AA8036  NAD 83(1990)-  27 20 18.86178(N)    082 26 25.46560(W) AD(       ) 1
 AA8036  ELLIP H (09/15/95)  -16.42   (m)                       GP(       ) 4 1
 AA8036
 AA8036.Superseded values are not recommended for survey control.
 AA8036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8036.See file dsdata.txt to determine how the superseded data were derived.
 AA8036
 AA8036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5751124759(NAD 83)
 AA8036_MARKER: DD = SURVEY DISK
 AA8036_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8036_STAMPING: 5002 1994
 AA8036_MARK LOGO: GEOBAS
 AA8036_PROJECTION: FLUSH
 AA8036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8036+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8036_ROD/PIPE-DEPTH: 9.4  meters
 AA8036
 AA8036  HISTORY     - Date     Condition        Report By
 AA8036  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8036  HISTORY     - 20020305 GOOD             USPSQD
 AA8036
 AA8036                          STATION DESCRIPTION
 AA8036
 AA8036'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8036'THE STATION IS LOCATED IN THE MEDIAN OF STATE ROAD 780, WEST OF
 AA8036'INTERSTATE 75.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA8036'INTERSTATE 75 AND STATE ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE
 AA8036'ROAD 780, 0.4 MI (0.6 KM) TO COBURN ROAD ON THE RIGHT AND THE STATION
 AA8036'ON THE RIGHT.  THE STATION IS A GEOBASE CONTROL INC GPS STATION DISK
 AA8036'STAMPED ---5001 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY ROD DRIVEN
 AA8036'INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE COLLAR THAT IS
 AA8036'FLUSH WITH THE GROUND.  IT IS 9.0 FT (2.7 M) SOUTH OF THE SOUTH EDGE
 AA8036'OF PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 780, 18.5 FT (5.6 M)
 AA8036'NORTH OF THE NORTH EDGE OF PAVEMENT OF THE EASTBOUND LANES OF STATE
 AA8036'ROAD 780 AND 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
 AA8036'REFERENCES--  IRON ROD AND ---LB 3639 REF.  PT.--- CAP SET NEAR THE
 AA8036'NOSE OF THE MEDIAN 3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF
 AA8036'95 DEGREES AT 100.68 FT.  (30.69 M) PK NAIL AND ---REF.  PT.  LB
 AA8036'3639--- DISK SET IN THE SOUTH EDGE OF PAVEMENT OF THE WESTBOUND LANES
 AA8036'OF STATE ROAD 780 ON A MAGNETIC AZIMUTH OF 5 DEGREES AT 9.75 FT.
 AA8036'(2.97 M) PK NAIL AND ---REF.  PT.  LB 3636--- DISK SET IN THE NORTH
 AA8036'EDGE OF PAVEMENT OF THE EASTBOUND LANES OF STATE ROAD 780 ON A
 AA8036'MAGNETIC AZIMUTH OF 145 DEGREES AT 24.82 FT.
 AA8036
 AA8036                          STATION RECOVERY (2002)
 AA8036
 AA8036'RECOVERY NOTE BY US POWER SQUADRON 2002
 AA8036'STAMP SHOULD READ 5002 NOT 5001 AS STAMPED
 AA8036'SHOULD READ EAST OF I75  WITNESS POST CUT DOWN
 AA8036'5002 RM1 NOT RECOVERED
 AA8036'5002 RM2 RECOVERED
 AA8036' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8037 ***********************************************************************
 AA8037  DESIGNATION -  5003
 AA8037  PID         -  AA8037
 AA8037  STATE/COUNTY-  FL/SARASOTA
 AA8037  USGS QUAD   -  BEE RIDGE (1987)
 AA8037
 AA8037                         *CURRENT SURVEY CONTROL
 AA8037  ___________________________________________________________________
 AA8037* NAD 83(1999)-  27 19 24.83482(N)    082 25 58.62043(W)     ADJUSTED  
 AA8037* NAVD 88     -         5.8    (meters)      19.     (feet)  GPS OBS   
 AA8037  ___________________________________________________________________
 AA8037  X           -     746,727.718 (meters)                     COMP
 AA8037  Y           -  -5,621,120.878 (meters)                     COMP
 AA8037  Z           -   2,910,106.195 (meters)                     COMP
 AA8037  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA8037  ELLIP HEIGHT-         -18.52  (meters)          (06/19/01) GPS OBS
 AA8037  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AA8037
 AA8037  HORZ ORDER  -  FIRST
 AA8037  ELLP ORDER  -  FOURTH    CLASS I
 AA8037
 AA8037.The horizontal coordinates were established by GPS observations
 AA8037.and adjusted by the National Geodetic Survey in June 2001..
 AA8037
 AA8037.The orthometric height was determined by GPS observations and a
 AA8037.high-resolution geoid model.
 AA8037
 AA8037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8037
 AA8037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8037
 AA8037.The ellipsoidal height was determined by GPS observations
 AA8037.and is referenced to NAD 83.
 AA8037
 AA8037.The geoid height was determined by GEOID03.
 AA8037
 AA8037;                    North         East     Units Scale Factor Converg.
 AA8037;SPC FL W     -   331,329.242   157,153.542   MT  0.99996383   -0 11 55.4
 AA8037;SPC FL W     - 1,087,036.02    515,594.58   sFT  0.99996383   -0 11 55.4
 AA8037;UTM  17      - 3,023,087.751   358,230.142   MT  0.99984810   -0 39 28.3
 AA8037
 AA8037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8037!SPC FL W     -   1.00000291  x   0.99996383  =   0.99996674
 AA8037!UTM  17      -   1.00000291  x   0.99984810  =   0.99985101
 AA8037
 AA8037:                Primary Azimuth Mark                     Grid Az
 AA8037:SPC FL W     -  5004                                     078 05 31.9
 AA8037:UTM  17      -  5004                                     078 33 04.8
 AA8037
 AA8037|---------------------------------------------------------------------|
 AA8037| PID    Reference Object                     Distance      Geod. Az  |
 AA8037|                                                           dddmmss.s |
 AA8037| AA8038 5004                                483.671 METERS 0775336.5 |
 AA8037|---------------------------------------------------------------------|
 AA8037
 AA8037                          SUPERSEDED SURVEY CONTROL
 AA8037
 AA8037  NAD 83(1990)-  27 19 24.83344(N)    082 25 58.61981(W) AD(       ) 1
 AA8037  ELLIP H (09/15/95)  -18.43   (m)                       GP(       ) 4 1
 AA8037
 AA8037.Superseded values are not recommended for survey control.
 AA8037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8037.See file dsdata.txt to determine how the superseded data were derived.
 AA8037
 AA8037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5823023088(NAD 83)
 AA8037_MARKER: DD = SURVEY DISK
 AA8037_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8037_STAMPING: 5003 1994
 AA8037_MARK LOGO: GEOBAS
 AA8037_PROJECTION: RECESSED 5 CENTIMETERS
 AA8037_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8037+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8037_ROD/PIPE-DEPTH: 8.8  meters
 AA8037
 AA8037  HISTORY     - Date     Condition        Report By
 AA8037  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8037
 AA8037                          STATION DESCRIPTION
 AA8037
 AA8037'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8037'THE STATION IS LOCATED IN A CELERY FIELD SOUTH OF PALMER BLVD.  TO
 AA8037'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AA8037'ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI (0.6
 AA8037'KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COBURN
 AA8037'ROAD, 0.55 MI (0.89 KM) TO WHERE COBURN ROAD CHANGES INTO APEX ROAD,
 AA8037'CONTINUE SOUTH ON APEX ROAD, 0.45 MI (0.72 KM) TO PALMER BLVD., TURN
 AA8037'LEFT AND GO EAST ON PALMER BLVD., 0.7 MI (1.1 KM) TO A DIRT ROAD
 AA8037'CROSSING A DITCH ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE DIRT
 AA8037'ROAD CROSSING THE DITCH THEN TURN RIGHT AND GO WEST ON THE DIRT ALONG
 AA8037'THE NORTH SIDE OF AN EAST-WEST FENCE, 322 FT (98.1 M) TO A TURN IN THE
 AA8037'FENCE TO THE SOUTH, TURN LEFT AND GO SOUTH ON A DIRT ROAD ALONG THE
 AA8037'WEST SIDE OF A NORTH-SOUTH FENCE LINE, 463 FT (141.1 M) TO THE
 AA8037'STATION.  THE STATION IS A GEOBASE CONTROL INC GPS STATION DISK
 AA8037'STAMPED ---5003 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY ROD DRIVEN
 AA8037'INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE COLLAR THAT IS
 AA8037'2-INCHES BELOW THE GROUND.  IT IS 2.0 FT (0.6 M) WEST OF A BARB WIRE
 AA8037'FENCE AND 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
 AA8037'REFERENCES--  PK NAIL AND ---REF.  PT.  LB 3639--- DISK SET IN THE
 AA8037'EAST FACE OF A PALM TREE ON A MAGNETIC AZIMUTH OF 170 DEGREES AT
 AA8037'189.32 FT.  (57.70 M) IRON ROD AND ---LB 3636 REF.  PT.--- CAP SET 12
 AA8037'FT (3.7 M) WEST OF A BARB WIRE FENCE 12-INCHES BELOW THE GROUND ON A
 AA8037'MAGNETIC AZIMUTH OF 195 DEGREES AT 43.51 FT.  (13.26 M) IRON ROD AND
 AA8037'---LB 3639 REF.  PT.--- CAP SET 12 FT (3.7 M) WEST OF A BARD WIRE
 AA8037'FENCE 12-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 275 DEGREES
 AA8037'AT 10.41 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8038 ***********************************************************************
 AA8038  DESIGNATION -  5004
 AA8038  PID         -  AA8038
 AA8038  STATE/COUNTY-  FL/SARASOTA
 AA8038  USGS QUAD   -  BEE RIDGE (1987)
 AA8038
 AA8038                         *CURRENT SURVEY CONTROL
 AA8038  ___________________________________________________________________
 AA8038* NAD 83(1999)-  27 19 28.13016(N)    082 25 41.41808(W)     ADJUSTED  
 AA8038* NAVD 88     -         7.1    (meters)      23.     (feet)  GPS OBS   
 AA8038  ___________________________________________________________________
 AA8038  X           -     747,190.528 (meters)                     COMP
 AA8038  Y           -  -5,621,013.556 (meters)                     COMP
 AA8038  Z           -   2,910,196.896 (meters)                     COMP
 AA8038  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA8038  ELLIP HEIGHT-         -17.24  (meters)          (06/19/01) GPS OBS
 AA8038  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AA8038
 AA8038  HORZ ORDER  -  FIRST
 AA8038  ELLP ORDER  -  FOURTH    CLASS I
 AA8038
 AA8038.The horizontal coordinates were established by GPS observations
 AA8038.and adjusted by the National Geodetic Survey in June 2001..
 AA8038
 AA8038.The orthometric height was determined by GPS observations and a
 AA8038.high-resolution geoid model.
 AA8038
 AA8038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8038
 AA8038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8038
 AA8038.The ellipsoidal height was determined by GPS observations
 AA8038.and is referenced to NAD 83.
 AA8038
 AA8038.The geoid height was determined by GEOID03.
 AA8038
 AA8038;                    North         East     Units Scale Factor Converg.
 AA8038;SPC FL W     -   331,429.038   157,626.788   MT  0.99996333   -0 11 47.6
 AA8038;SPC FL W     - 1,087,363.44    517,147.22   sFT  0.99996333   -0 11 47.6
 AA8038;UTM  17      - 3,023,183.740   358,704.117   MT  0.99984645   -0 39 20.5
 AA8038
 AA8038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8038!SPC FL W     -   1.00000271  x   0.99996333  =   0.99996604
 AA8038!UTM  17      -   1.00000271  x   0.99984645  =   0.99984916
 AA8038
 AA8038:                Primary Azimuth Mark                     Grid Az
 AA8038:SPC FL W     -  5003                                     258 05 32.0
 AA8038:UTM  17      -  5003                                     258 33 04.9
 AA8038
 AA8038|---------------------------------------------------------------------|
 AA8038| PID    Reference Object                     Distance      Geod. Az  |
 AA8038|                                                           dddmmss.s |
 AA8038| AA8037 5003                                483.671 METERS 2575344.4 |
 AA8038|---------------------------------------------------------------------|
 AA8038
 AA8038                          SUPERSEDED SURVEY CONTROL
 AA8038
 AA8038  NAD 83(1990)-  27 19 28.12875(N)    082 25 41.41760(W) AD(       ) 1
 AA8038  ELLIP H (09/15/95)  -17.15   (m)                       GP(       ) 4 1
 AA8038
 AA8038.Superseded values are not recommended for survey control.
 AA8038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8038.See file dsdata.txt to determine how the superseded data were derived.
 AA8038
 AA8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5870423184(NAD 83)
 AA8038_MARKER: DD = SURVEY DISK
 AA8038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8038_STAMPING: 5004 1994
 AA8038_MARK LOGO: GEOBAS
 AA8038_PROJECTION: RECESSED 25 CENTIMETERS
 AA8038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8038+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8038_ROD/PIPE-DEPTH: 5.2  meters
 AA8038
 AA8038  HISTORY     - Date     Condition        Report By
 AA8038  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8038
 AA8038                          STATION DESCRIPTION
 AA8038
 AA8038'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8038'THE STATION IS LOCATED SOUTH OF PALMER BLVD AND WEST OF NIOBE ROAD.
 AA8038'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AA8038'ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI (0.6
 AA8038'KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COBURN
 AA8038'ROAD, 0.55 MI (0.89 KM) TO WHERE COBURN ROAD CHANGES INTO APEX ROAD,
 AA8038'CONTINUE SOUTH ON APEX ROAD, 0.45 MI (0.72 KM) TO PALMER BLVD., TURN
 AA8038'LEFT AND GO EAST ON PALMER BLVD., 0.95 MI (1.53 KM) TO NIOBE ROAD ON
 AA8038'THE RIGHT AND PALMER BLVD.  Y'S TO THE RIGHT AND RIM ROAD Y'S TO THE
 AA8038'LEFT, TURN RIGHT AND GO SOUTH ON NIOBE ROAD, 77 FT (23.5 M) TO THE
 AA8038'STATION ON RIGHT AT A GATE.  THE STATION IS A GEOBASE CONTROL INC GPS
 AA8038'STATION DISK STAMPED ---5004 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY
 AA8038'ROD DRIVEN INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE
 AA8038'COLLAR THAT IS 10-INCHES BELOW THE GROUND.  IT IS 16.0 FT (4.9 M) WEST
 AA8038'OF THE CENTER OF NIOBE ROAD, 15 FT (4.6 M) EAST OF A GATE, 77.0 FT
 AA8038'(23.5 M) SOUTH OF THE CENTER OF PALMER BLVD.  AND 15.0 FT (4.6 M)
 AA8038'NORTHWEST OF A CARSONITE WITNESS POST.  REFERENCES--  NAIL AND ---REF.
 AA8038'PT.  1324--- DISK FOUND NEAR THE CENTER OF NIOBE ROAD ON A MAGNETIC
 AA8038'AZIMUTH OF 35 DEGREES AT 27.68 FT.  (8.44 M) PK NAIL AND ---REF.  PT.
 AA8038'LB 3639--- DISK SET IN THE NORTH FACE OF A POWER POLE ON A MAGNETIC
 AA8038'AZIMUTH OF 115 DEGREES AT 44.53 FT.  (13.57 M) PK NAIL AND ---REF.
 AA8038'PT.  LB 3636--- DISK SET IN THE EAST FACE OF A POWER POLE ON A
 AA8038'MAGNETIC AZIMUTH OF 350 DEGREES AT 39.23 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8039 ***********************************************************************
 AA8039  DESIGNATION -  5005
 AA8039  PID         -  AA8039
 AA8039  STATE/COUNTY-  FL/SARASOTA
 AA8039  USGS QUAD   -  BEE RIDGE (1987)
 AA8039
 AA8039                         *CURRENT SURVEY CONTROL
 AA8039  ___________________________________________________________________
 AA8039* NAD 83(1999)-  27 19 30.82099(N)    082 26 27.40322(W)     ADJUSTED  
 AA8039* NAVD 88     -         6.2    (meters)      20.     (feet)  GPS OBS   
 AA8039  ___________________________________________________________________
 AA8039  X           -     745,932.235 (meters)                     COMP
 AA8039  Y           -  -5,621,141.472 (meters)                     COMP
 AA8039  Z           -   2,910,270.043 (meters)                     COMP
 AA8039  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA8039  ELLIP HEIGHT-         -18.19  (meters)          (06/19/01) GPS OBS
 AA8039  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AA8039
 AA8039  HORZ ORDER  -  FIRST
 AA8039  ELLP ORDER  -  FOURTH    CLASS I
 AA8039
 AA8039.The horizontal coordinates were established by GPS observations
 AA8039.and adjusted by the National Geodetic Survey in June 2001..
 AA8039
 AA8039.The orthometric height was determined by GPS observations and a
 AA8039.high-resolution geoid model.
 AA8039
 AA8039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8039
 AA8039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8039
 AA8039.The ellipsoidal height was determined by GPS observations
 AA8039.and is referenced to NAD 83.
 AA8039
 AA8039.The geoid height was determined by GEOID03.
 AA8039
 AA8039;                    North         East     Units Scale Factor Converg.
 AA8039;SPC FL W     -   331,516.260   156,362.946   MT  0.99996467   -0 12 08.7
 AA8039;SPC FL W     - 1,087,649.60    513,000.77   sFT  0.99996467   -0 12 08.7
 AA8039;UTM  17      - 3,023,281.075   357,441.160   MT  0.99985087   -0 39 41.6
 AA8039
 AA8039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8039!SPC FL W     -   1.00000286  x   0.99996467  =   0.99996753
 AA8039!UTM  17      -   1.00000286  x   0.99985087  =   0.99985373
 AA8039
 AA8039                          SUPERSEDED SURVEY CONTROL
 AA8039
 AA8039  NAD 83(1990)-  27 19 30.81964(N)    082 26 27.40255(W) AD(       ) 1
 AA8039  ELLIP H (09/15/95)  -18.11   (m)                       GP(       ) 4 1
 AA8039
 AA8039.Superseded values are not recommended for survey control.
 AA8039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8039.See file dsdata.txt to determine how the superseded data were derived.
 AA8039
 AA8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5744123281(NAD 83)
 AA8039_MARKER: DD = SURVEY DISK
 AA8039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8039_STAMPING: 5005 1994
 AA8039_MARK LOGO: GEOBAS
 AA8039_PROJECTION: RECESSED 5 CENTIMETERS
 AA8039_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8039+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8039_ROD/PIPE-DEPTH: 8.8  meters
 AA8039
 AA8039  HISTORY     - Date     Condition        Report By
 AA8039  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8039  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AA8039
 AA8039                          STATION DESCRIPTION
 AA8039
 AA8039'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8039'THE STATION IS LOCATED ALONG THE EAST SIDE OF A CANAL AND WEST SIDE OF
 AA8039'A CELERY FIELD SOUTH OF PALMER BLVD.  TO REACH THE STATION FROM THE
 AA8039'INTERSECTION OF INTERSTATE 75 AND STATE ROAD 780 (FRUITVILLE ROAD) ,
 AA8039'GO EAST ON STATE ROAD 780, 0.4 MI (0.6 KM) TO COBURN ROAD ON THE
 AA8039'RIGHT, TURN RIGHT AND GO SOUTH ON COBURN ROAD, 0.55 MI (0.89 KM) TO
 AA8039'WHERE COBURN ROAD CHANGES INTO APEX ROAD, CONTINUE SOUTH ON APEX ROAD,
 AA8039'0.45 MI (0.72 KM) TO PALMER BLVD., TURN LEFT AND GO EAST ON PALMER
 AA8039'BLVD., 0.15 MI (0.24 KM) TO BRIDGE NUMBER 174032, CROSS THE BRIDGE,
 AA8039'TURN RIGHT AND GO SOUTH ON A GRASS ROAD, 142 FT (43.3 M) TO THE
 AA8039'STATION.  THE STATION IS A GEOBASE CONTROL INC GPS STATION DISK
 AA8039'STAMPED ---5005 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY ROD DRIVEN
 AA8039'INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE COLLAR THAT IS
 AA8039'3-INCHES BELOW THE GROUND.  IT IS 7.0 FT (2.1 M) WEST OF THE CENTER OF
 AA8039'THE GRASS ROAD, 142.0 FT (43.3 M) SOUTH OF THE CENTER OF PALMER BLVD.
 AA8039'AND 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.  REFERENCES--  PK
 AA8039'NAIL AND ---REF.  PT.  LB 3639--- DISK SET IN THE EAST FACE OF A POWER
 AA8039'POLE ON A MAGNETIC AZIMUTH OF 0 DEGREES AT 93.42 FT (28.47 M) .  IRON
 AA8039'ROD AND ---LB 3636 REF.  PT.--- CAP SET NEAR THE CENTER OF THE GRASS
 AA8039'ROAD 3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 47 DEGREES AT
 AA8039'12.50 FT (3.81 M) .  IRON ROD AND ---LB 3639 REF.  PT.--- CAP SET NEAR
 AA8039'THE CENTER OF THE GRASS ROAD 3-INCHES BELOW THE GROUND ON A MAGNETIC
 AA8039'AZIMUTH OF 90 DEGREES AT 6.98 FT (2.13 M) .
 AA8039
 AA8039                          STATION RECOVERY (2002)
 AA8039
 AA8039'RECOVERY NOTE BY US POWER SQUADRON 2002
 AA8039'SEARCH EXTENSIVELY,GPS,DETECTOR,DIGGING
 AA8039'RN1 NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8040 ***********************************************************************
 AA8040  DESIGNATION -  5006
 AA8040  PID         -  AA8040
 AA8040  STATE/COUNTY-  FL/SARASOTA
 AA8040  USGS QUAD   -  BEE RIDGE (1987)
 AA8040
 AA8040                         *CURRENT SURVEY CONTROL
 AA8040  ___________________________________________________________________
 AA8040* NAD 83(1999)-  27 19 02.47514(N)    082 26 28.36973(W)     ADJUSTED  
 AA8040* NAVD 88     -         8.2    (meters)      27.     (feet)  GPS OBS   
 AA8040  ___________________________________________________________________
 AA8040  X           -     745,958.815 (meters)                     COMP
 AA8040  Y           -  -5,621,543.764 (meters)                     COMP
 AA8040  Z           -   2,909,495.834 (meters)                     COMP
 AA8040  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AA8040  ELLIP HEIGHT-         -16.12  (meters)          (06/19/01) GPS OBS
 AA8040  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AA8040
 AA8040  HORZ ORDER  -  FIRST
 AA8040  ELLP ORDER  -  FOURTH    CLASS I
 AA8040
 AA8040.The horizontal coordinates were established by GPS observations
 AA8040.and adjusted by the National Geodetic Survey in June 2001..
 AA8040
 AA8040.The orthometric height was determined by GPS observations and a
 AA8040.high-resolution geoid model.
 AA8040
 AA8040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8040
 AA8040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8040
 AA8040.The ellipsoidal height was determined by GPS observations
 AA8040.and is referenced to NAD 83.
 AA8040
 AA8040.The geoid height was determined by GEOID03.
 AA8040
 AA8040;                    North         East     Units Scale Factor Converg.
 AA8040;SPC FL W     -   330,643.900   156,333.293   MT  0.99996471   -0 12 08.9
 AA8040;SPC FL W     - 1,084,787.53    512,903.48   sFT  0.99996471   -0 12 08.9
 AA8040;UTM  17      - 3,022,409.080   357,404.522   MT  0.99985100   -0 39 41.4
 AA8040
 AA8040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8040!SPC FL W     -   1.00000253  x   0.99996471  =   0.99996724
 AA8040!UTM  17      -   1.00000253  x   0.99985100  =   0.99985353
 AA8040
 AA8040                          SUPERSEDED SURVEY CONTROL
 AA8040
 AA8040  NAD 83(1990)-  27 19 02.47377(N)    082 26 28.36905(W) AD(       ) 1
 AA8040  ELLIP H (09/15/95)  -16.04   (m)                       GP(       ) 4 1
 AA8040
 AA8040.Superseded values are not recommended for survey control.
 AA8040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8040.See file dsdata.txt to determine how the superseded data were derived.
 AA8040
 AA8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5740522409(NAD 83)
 AA8040_MARKER: DD = SURVEY DISK
 AA8040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8040_STAMPING: 5006 1994
 AA8040_MARK LOGO: GEOBAS
 AA8040_PROJECTION: RECESSED 10 CENTIMETERS
 AA8040_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8040+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8040_ROD/PIPE-DEPTH: 10.1 meters
 AA8040
 AA8040  HISTORY     - Date     Condition        Report By
 AA8040  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8040
 AA8040                          STATION DESCRIPTION
 AA8040
 AA8040'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8040'THE STATION IS LOCATED ALONG THE WEST SIDE OF A CANAL IN AN INDUSTRIAL
 AA8040'PARK.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 AA8040'STATE ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI
 AA8040'(0.6 KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 AA8040'COBURN ROAD, 0.55 MI (0.89 KM) TO WHERE COBURN ROAD CHANGES INTO APEX
 AA8040'ROAD, CONTINUE SOUTH ON APEX ROAD, 0.45 MI (0.72 KM) TO PALMER BLVD.,
 AA8040'CONTINUE SOUTH ON APEX ROAD, 0.55 MI (0.89 KM) TO THE BEGINING OF A
 AA8040'LOOP, TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE
 AA8040'LINE, 350 FT (106.7 M) TO THE TOP OF A LEVEE, TURN RIGHT AND GO SOUTH
 AA8040'ALONG THE LEVEE 152 FT (46.3 M) TO THE STATION.  THE STATION IS A
 AA8040'GEOBASE CONTROL INC GPS STATION DISK STAMPED ---5006 1994--- SET ON A
 AA8040'5/8-INCH ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL WITH A
 AA8040'PVC PIPE AND CONCRETE COLLAR THAT IS 4-INCHES BELOW THE GROUND.  IT IS
 AA8040'15.0 FT (4.6 M) WEST OF THE WEST TOP OF BANK OF A CANAL, 152.0 FT
 AA8040'(46.3 M) SOUTH OF A CHAINLICK FENCE AND 12.0 FT (3.7 M) WEST OF A
 AA8040'CARSONITE WITNESS POST.  REFERENCES--  IRON ROD AND ---BOYLE TRAV---
 AA8040'CAP FOUND 2-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 180
 AA8040'DEGREES AT 45.06 FT (13.73 M) .  IRON ROD AND ---LB 3636 REF.  PT.---
 AA8040'CAP SET 3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 210 DEGREES
 AA8040'AT 43.46 FT (13.25 M) .  IRON ROD AND ---LB 3639 REF.  PT.--- CAP SET
 AA8040'3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 275 DEGREES AT
 AA8040'19.24 FT (5.86 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8637 ***********************************************************************
 AD8637  DESIGNATION -  5026 194 9244
 AD8637  PID         -  AD8637
 AD8637  STATE/COUNTY-  FL/COLLIER
 AD8637  USGS QUAD   -  BELLE MEADE (1991)
 AD8637
 AD8637                         *CURRENT SURVEY CONTROL
 AD8637  ___________________________________________________________________
 AD8637* NAD 83(1999)-  26 06 20.09968(N)    081 44 47.41193(W)     ADJUSTED  
 AD8637* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 AD8637  ___________________________________________________________________
 AD8637  X           -     822,726.164 (meters)                     COMP
 AD8637  Y           -  -5,671,806.066 (meters)                     COMP
 AD8637  Z           -   2,789,561.438 (meters)                     COMP
 AD8637  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AD8637  ELLIP HEIGHT-         -21.29  (meters)          (05/31/01) GPS OBS
 AD8637  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AD8637
 AD8637  HORZ ORDER  -  FIRST
 AD8637  ELLP ORDER  -  FOURTH    CLASS I
 AD8637
 AD8637.The horizontal coordinates were established by GPS observations
 AD8637.and adjusted by the National Geodetic Survey in May 2001..
 AD8637
 AD8637.The orthometric height was determined by GPS observations and a
 AD8637.high-resolution geoid model.
 AD8637
 AD8637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8637
 AD8637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8637
 AD8637.The ellipsoidal height was determined by GPS observations
 AD8637.and is referenced to NAD 83.
 AD8637
 AD8637.The geoid height was determined by GEOID03.
 AD8637
 AD8637;                    North         East     Units Scale Factor Converg.
 AD8637;SPC FL E     -   196,525.647   125,331.819   MT  1.00000999   -0 19 42.6
 AD8637;SPC FL E     -   644,767.89    411,192.81   sFT  1.00000999   -0 19 42.6
 AD8637;UTM  17      - 2,887,590.575   425,357.296   MT  0.99966879   -0 19 42.6
 AD8637
 AD8637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8637!SPC FL E     -   1.00000334  x   1.00000999  =   1.00001333
 AD8637!UTM  17      -   1.00000334  x   0.99966879  =   0.99967213
 AD8637
 AD8637                          SUPERSEDED SURVEY CONTROL
 AD8637
 AD8637  NAD 83(1990)-  26 06 20.09843(N)    081 44 47.41224(W) AD(       ) 1
 AD8637
 AD8637.Superseded values are not recommended for survey control.
 AD8637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8637.See file dsdata.txt to determine how the superseded data were derived.
 AD8637
 AD8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2535787591(NAD 83)
 AD8637_MARKER: DD = SURVEY DISK
 AD8637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8637_SP_SET: CONCRETE POST
 AD8637_STAMPING: 5026 194 9244 1992
 AD8637_MARK LOGO: DENI  
 AD8637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8637+STABILITY: SURFACE MOTION
 AD8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8637+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8637
 AD8637  HISTORY     - Date     Condition        Report By
 AD8637  HISTORY     - 1992     MONUMENTED       DENI
 AD8637
 AD8637                          STATION DESCRIPTION
 AD8637
 AD8637'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8637'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC.19, TWP 50S, RGE
 AD8637'26E, 4.0 MI (6.4 KM) SOUTHEAST OF NAPLES, IN THE MEDIAN OF
 AD8637'U.S.HIGHWAY 41/ TAMIAMI TRAIL. TO REACH STATION FROM THE JUNCTION OF
 AD8637'U.S.HWY 41 AND STATE ROUTE 84/DAVIS BLVD, GO SOUTHEAST ON U.S.HWY 41
 AD8637'FOR 3.2 MI (5.1 KM) TO THE STATION, SOUTHEAST OF THE INTERSECTION OF
 AD8637'U.S.HWY 41 AND VALLEY STREAM DRIVE.
 AD8637'STATION IS 43.3 FT (13.2 M) NORTHEAST OF THE CENTER OF THE
 AD8637'SOUTHEASTBOUND LANES OF U.S.HWY 41, 64.0 FT (19.5 M) SOUTH OF THE
 AD8637'CENTERLINE INTERSECTION OF THE NORTHWESTBOUND LANES OF U.S.HWY 41 AND
 AD8637'VALLEY STREAM DRIVE, 8.8 FT (2.7 M) SOUTHEAST OF THE NORTHWEST END OF
 AD8637'THE U.S.HWY 41 MEDIAN STRIP, 89.5 FT (27.3 M) EAST OF A LIGHT POLE.
 AD8637'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8637'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW GROUND
 AD8637'LEVEL.  NO WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8638 ***********************************************************************
 AD8638  DESIGNATION -  5026 354 9245
 AD8638  PID         -  AD8638
 AD8638  STATE/COUNTY-  FL/COLLIER
 AD8638  USGS QUAD   -  BELLE MEADE (1991)
 AD8638
 AD8638                         *CURRENT SURVEY CONTROL
 AD8638  ___________________________________________________________________
 AD8638* NAD 83(1999)-  26 04 46.15656(N)    081 41 14.23201(W)     ADJUSTED  
 AD8638* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 AD8638  ___________________________________________________________________
 AD8638  X           -     828,771.460 (meters)                     COMP
 AD8638  Y           -  -5,672,210.546 (meters)                     COMP
 AD8638  Z           -   2,786,964.819 (meters)                     COMP
 AD8638  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AD8638  ELLIP HEIGHT-         -21.72  (meters)          (05/31/01) GPS OBS
 AD8638  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AD8638
 AD8638  HORZ ORDER  -  FIRST
 AD8638  ELLP ORDER  -  FOURTH    CLASS I
 AD8638
 AD8638.The horizontal coordinates were established by GPS observations
 AD8638.and adjusted by the National Geodetic Survey in May 2001..
 AD8638
 AD8638.The orthometric height was determined by GPS observations and a
 AD8638.high-resolution geoid model.
 AD8638
 AD8638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8638
 AD8638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8638
 AD8638.The ellipsoidal height was determined by GPS observations
 AD8638.and is referenced to NAD 83.
 AD8638
 AD8638.The geoid height was determined by GEOID03.
 AD8638
 AD8638;                    North         East     Units Scale Factor Converg.
 AD8638;SPC FL E     -   193,601.991   131,239.829   MT  0.99999953   -0 18 07.8
 AD8638;SPC FL E     -   635,175.87    430,576.01   sFT  0.99999953   -0 18 07.8
 AD8638;UTM  17      - 2,884,667.917   431,263.290   MT  0.99965834   -0 18 07.8
 AD8638
 AD8638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8638!SPC FL E     -   1.00000341  x   0.99999953  =   1.00000294
 AD8638!UTM  17      -   1.00000341  x   0.99965834  =   0.99966175
 AD8638
 AD8638                          SUPERSEDED SURVEY CONTROL
 AD8638
 AD8638  NAD 83(1990)-  26 04 46.15511(N)    081 41 14.23200(W) AD(       ) 1
 AD8638  ELLIP H (08/02/93)  -21.73   (m)                       GP(       ) 4 1
 AD8638
 AD8638.Superseded values are not recommended for survey control.
 AD8638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8638.See file dsdata.txt to determine how the superseded data were derived.
 AD8638
 AD8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3126384668(NAD 83)
 AD8638_MARKER: DD = SURVEY DISK
 AD8638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8638_SP_SET: CONCRETE POST
 AD8638_STAMPING: 5026-354 9245 1992
 AD8638_MARK LOGO: DENI  
 AD8638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8638+STABILITY: SURFACE MOTION
 AD8638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8638+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8638
 AD8638  HISTORY     - Date     Condition        Report By
 AD8638  HISTORY     - 1992     MONUMENTED       DENI
 AD8638
 AD8638                          STATION DESCRIPTION
 AD8638
 AD8638'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8638'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC.35, TWP 50S, RGE
 AD8638'26E, 8.0 MI (12.9 KM) SOUTHEAST OF NAPLES, 5.6 MI (9.0 KM) SOUTH OF
 AD8638'THE JUNCTION OF I-75/STATE ROUTE 84 AND CO. ROAD 951, EXIT 15.  TO
 AD8638'REACH FROM THE JUNCTION OF U.S.HIGHWAY 41/TAMIAMI TRAIL AND CO. ROAD
 AD8638'951, GO NORTHEAST ON CO.ROAD 951 FOR 1.35 MI (2.17 KM) INTO A CURVE
 AD8638'TO THE LEFT AND THE STATION ON THE RIGHT.
 AD8638'STATION IS 86.3 FT (26.3 M) EAST SOUTHEAST (RADIAL) OF THE CENTERLINE
 AD8638'OF CO. ROAD 951, 41.2 FT (12.6 M) NORTHEAST OF AN ANCHORED GUY POLE,
 AD8638'148.5 SOUTH OF A 16 INCH CABBAGE PALM AT THE WEST EDGE OF A CANAL, 7
 AD8638'FT (2.1 M) WEST OF THE TOP OF BANK OF A CANAL, 6.0 FT (1.8 M) WEST OF
 AD8638'A WITNESS POST.
 AD8638'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8638'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8638'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8639 ***********************************************************************
 AD8639  DESIGNATION -  5027 202 9246
 AD8639  PID         -  AD8639
 AD8639  STATE/COUNTY-  FL/COLLIER
 AD8639  USGS QUAD   -  BELLE MEADE SE (1973)
 AD8639
 AD8639                         *CURRENT SURVEY CONTROL
 AD8639  ___________________________________________________________________
 AD8639* NAD 83(1999)-  26 05 44.75592(N)    081 37 18.11359(W)     ADJUSTED  
 AD8639* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 AD8639  ___________________________________________________________________
 AD8639  X           -     835,148.596 (meters)                     COMP
 AD8639  Y           -  -5,670,473.925 (meters)                     COMP
 AD8639  Z           -   2,788,584.663 (meters)                     COMP
 AD8639  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AD8639  ELLIP HEIGHT-         -21.29  (meters)          (05/31/01) GPS OBS
 AD8639  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AD8639
 AD8639  HORZ ORDER  -  FIRST
 AD8639  ELLP ORDER  -  FOURTH    CLASS I
 AD8639
 AD8639.The horizontal coordinates were established by GPS observations
 AD8639.and adjusted by the National Geodetic Survey in May 2001..
 AD8639
 AD8639.The orthometric height was determined by GPS observations and a
 AD8639.high-resolution geoid model.
 AD8639
 AD8639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8639
 AD8639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8639
 AD8639.The ellipsoidal height was determined by GPS observations
 AD8639.and is referenced to NAD 83.
 AD8639
 AD8639.The geoid height was determined by GEOID03.
 AD8639
 AD8639;                    North         East     Units Scale Factor Converg.
 AD8639;SPC FL E     -   195,372.381   137,810.453   MT  0.99998891   -0 16 24.5
 AD8639;SPC FL E     -   640,984.22    452,133.13   sFT  0.99998891   -0 16 24.5
 AD8639;UTM  17      - 2,886,437.702   437,831.672   MT  0.99964772   -0 16 24.5
 AD8639
 AD8639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8639!SPC FL E     -   1.00000334  x   0.99998891  =   0.99999225
 AD8639!UTM  17      -   1.00000334  x   0.99964772  =   0.99965106
 AD8639
 AD8639                          SUPERSEDED SURVEY CONTROL
 AD8639
 AD8639  NAD 83(1990)-  26 05 44.75441(N)    081 37 18.11353(W) AD(       ) 1
 AD8639  ELLIP H (08/02/93)  -21.31   (m)                       GP(       ) 4 1
 AD8639
 AD8639.Superseded values are not recommended for survey control.
 AD8639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8639.See file dsdata.txt to determine how the superseded data were derived.
 AD8639
 AD8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3783286438(NAD 83)
 AD8639_MARKER: DD = SURVEY DISK
 AD8639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8639_SP_SET: CONCRETE POST
 AD8639_STAMPING: 5027 202 9246 1992
 AD8639_MARK LOGO: DENI  
 AD8639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8639+STABILITY: SURFACE MOTION
 AD8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8639+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8639
 AD8639  HISTORY     - Date     Condition        Report By
 AD8639  HISTORY     - 1992     MONUMENTED       DENI
 AD8639
 AD8639                          STATION DESCRIPTION
 AD8639
 AD8639'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8639'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.20, TWP 50S, RGE
 AD8639'27E, 11.2 MI (18.0 KM) EAST SOUTHEAST OF NAPLES. TO REACH STATION
 AD8639'FROM THE JUNCTION OF I-75/STATE ROUTE 84 AND CO. ROAD 951, EXIT
 AD8639'15-6.8 MI EAST OF NAPLES, GO SOUTH 4.5 MI (7.2 KM) ON CO.RD.951 TO A
 AD8639'GRAVEL ROAD TO EAST, THEN EAST ON GRAVEL ROAD FOR 4.0 MI (6.4 KM) TO
 AD8639'STATION ON LEFT.
 AD8639'STATION IS 33 FT (10.1 M) NORTH OF CENTER OF GRAVEL ROAD ON A NORTH
 AD8639'PROJECTION OF THE CENTERLINE OF A DIRT TRAIL TO THE SOUTH (GATE
 AD8639'ENTRANCE), 74.0 FT (22.6 M) WEST OF THE CENTERLINE OF A DIRT TRAIL TO
 AD8639'THE NORTH (GATE ENTRANCE), 74.6 FT (22.7 M) EAST OF A T-INTERSECTION
 AD8639'OF WIRE FENCES, 1.6 FT (0.5 M) SOUTH OF A WITNESS POST AT THE
 AD8639'FENCELINE.
 AD8639'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8639'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW GROUND
 AD8639'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8640 ***********************************************************************
 AD8640  DESIGNATION -  5028 142 9253
 AD8640  PID         -  AD8640
 AD8640  STATE/COUNTY-  FL/COLLIER
 AD8640  USGS QUAD   -  DEEP LAKE SW (1973)
 AD8640
 AD8640                         *CURRENT SURVEY CONTROL
 AD8640  ___________________________________________________________________
 AD8640* NAD 83(1999)-  26 07 01.76310(N)    081 28 47.42000(W)     ADJUSTED  
 AD8640* NAVD 88     -         2.9    (meters)      10.     (feet)  GPS OBS   
 AD8640  ___________________________________________________________________
 AD8640  X           -     849,031.153 (meters)                     COMP
 AD8640  Y           -  -5,667,357.724 (meters)                     COMP
 AD8640  Z           -   2,790,712.895 (meters)                     COMP
 AD8640  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AD8640  ELLIP HEIGHT-         -20.99  (meters)          (05/31/01) GPS OBS
 AD8640  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD8640
 AD8640  HORZ ORDER  -  FIRST
 AD8640  ELLP ORDER  -  FOURTH    CLASS I
 AD8640
 AD8640.The horizontal coordinates were established by GPS observations
 AD8640.and adjusted by the National Geodetic Survey in May 2001..
 AD8640
 AD8640.The orthometric height was determined by GPS observations and a
 AD8640.high-resolution geoid model.
 AD8640
 AD8640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8640
 AD8640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8640
 AD8640.The ellipsoidal height was determined by GPS observations
 AD8640.and is referenced to NAD 83.
 AD8640
 AD8640.The geoid height was determined by GEOID03.
 AD8640
 AD8640;                    North         East     Units Scale Factor Converg.
 AD8640;SPC FL E     -   197,682.175   152,009.856   MT  0.99996960   -0 12 40.4
 AD8640;SPC FL E     -   648,562.27    498,719.00   sFT  0.99996960   -0 12 40.4
 AD8640;UTM  17      - 2,888,746.709   452,026.230   MT  0.99962842   -0 12 40.4
 AD8640
 AD8640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8640!SPC FL E     -   1.00000330  x   0.99996960  =   0.99997290
 AD8640!UTM  17      -   1.00000330  x   0.99962842  =   0.99963172
 AD8640
 AD8640                          SUPERSEDED SURVEY CONTROL
 AD8640
 AD8640  NAD 83(1990)-  26 07 01.76124(N)    081 28 47.41986(W) AD(       ) 1
 AD8640  ELLIP H (08/02/93)  -21.02   (m)                       GP(       ) 4 1
 AD8640
 AD8640.Superseded values are not recommended for survey control.
 AD8640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8640.See file dsdata.txt to determine how the superseded data were derived.
 AD8640
 AD8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5202688747(NAD 83)
 AD8640_MARKER: DD = SURVEY DISK
 AD8640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8640_SP_SET: CONCRETE POST
 AD8640_STAMPING: 5028-142 9253 1992
 AD8640_MARK LOGO: DENI  
 AD8640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8640+STABILITY: SURFACE MOTION
 AD8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8640+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 AD8640
 AD8640  HISTORY     - Date     Condition        Report By
 AD8640  HISTORY     - 1992     MONUMENTED       DENI
 AD8640  HISTORY     - 20041129 GOOD             INDIV
 AD8640
 AD8640                          STATION DESCRIPTION
 AD8640
 AD8640'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8640'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.14 (PROJECTED), TWP
 AD8640'50S, RGE 28E, 19.7 MI (31.7 KM) EAST SOUTHEAST OF NAPLES. TO REACH
 AD8640'FROM THE JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM)
 AD8640'EAST OF NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN
 AD8640'GATE BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN
 AD8640'SOUTH FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF
 AD8640'I-75/STATE ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH FOR 0.8 MI
 AD8640'(1.3 KM) TO 52ND AVE/BERSON BLVD, THEN EAST FOR 2.95 MI (4.75 KM) TO
 AD8640'MERRITT BLVD, THEN SOUTH FOR 2.0 MI (3.2 KM) TO 68TH AVE, THEN EAST
 AD8640'FOR 1.0 MI (1.6 KM) TO PATTERSON BLVD, THEN NORTH FOR 0.25 MI
 AD8640'(0.40 KM) TO 66TH AVE (GRAVEL) AND STATION IN THE SOUTHWEST QUADRANT
 AD8640'OF THE INTERSECTION.
 AD8640'STATION IS 19.5 FT (5.9 M) WEST OF CENTERLINE OF PATTERSON BLVD, 18.4
 AD8640'FT (5.6 M) SOUTH OF CENTERLINE OF 66TH AVE, 27.4 FT (8.4 M) SOUTHWEST
 AD8640'OF CENTERLINE INTERSECTION.
 AD8640'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8640'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, FLUSH WITH GROUND. NO
 AD8640'WITNESS POST SET DUE TO VANDALISM IN AREA.
 AD8640
 AD8640                          STATION RECOVERY (2004)
 AD8640
 AD8640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8640'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8641 ***********************************************************************
 AD8641  HT_MOD      -  This is a Height Modernization Survey Station.
 AD8641  DESIGNATION -  5028 182 9247
 AD8641  PID         -  AD8641
 AD8641  STATE/COUNTY-  FL/COLLIER
 AD8641  USGS QUAD   -  BELLE MEADE SE (1973)
 AD8641
 AD8641                         *CURRENT SURVEY CONTROL
 AD8641  ___________________________________________________________________
 AD8641* NAD 83(1999)-  26 06 45.63822(N)    081 32 34.25352(W)     ADJUSTED  
 AD8641* NAVD 88     -         2.46   (meters)       8.1    (feet)  GPS OBS   
 AD8641  ___________________________________________________________________
 AD8641  X           -     842,830.228 (meters)                     COMP
 AD8641  Y           -  -5,668,503.837 (meters)                     COMP
 AD8641  Z           -   2,790,267.208 (meters)                     COMP
 AD8641  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AD8641  ELLIP HEIGHT-         -21.23  (meters)          (05/31/01) GPS OBS
 AD8641  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AD8641
 AD8641  HORZ ORDER  -  FIRST
 AD8641  ELLP ORDER  -  FOURTH    CLASS I
 AD8641
 AD8641.The horizontal coordinates were established by GPS observations
 AD8641.and adjusted by the National Geodetic Survey in May 2001..
 AD8641
 AD8641.The orthometric height was determined by GPS observations and a
 AD8641.high-resolution geoid model using precise GPS observation and
 AD8641.processing techniques.
 AD8641
 AD8641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8641
 AD8641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8641
 AD8641.The ellipsoidal height was determined by GPS observations
 AD8641.and is referenced to NAD 83.
 AD8641
 AD8641.The geoid height was determined by GEOID03.
 AD8641
 AD8641;                    North         East     Units Scale Factor Converg.
 AD8641;SPC FL E     -   197,210.708   145,705.924   MT  0.99997756   -0 14 20.2
 AD8641;SPC FL E     -   647,015.46    478,036.85   sFT  0.99997756   -0 14 20.2
 AD8641;UTM  17      - 2,888,275.402   445,724.449   MT  0.99963637   -0 14 20.2
 AD8641
 AD8641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8641!SPC FL E     -   1.00000334  x   0.99997756  =   0.99998090
 AD8641!UTM  17      -   1.00000334  x   0.99963637  =   0.99963970
 AD8641
 AD8641                          SUPERSEDED SURVEY CONTROL
 AD8641
 AD8641  NAD 83(1990)-  26 06 45.63639(N)    081 32 34.25342(W) AD(       ) 1
 AD8641  ELLIP H (08/02/93)  -21.27   (m)                       GP(       ) 4 1
 AD8641
 AD8641.Superseded values are not recommended for survey control.
 AD8641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8641.See file dsdata.txt to determine how the superseded data were derived.
 AD8641
 AD8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4572488275(NAD 83)
 AD8641_MARKER: DD = SURVEY DISK
 AD8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8641_SP_SET: CONCRETE POST
 AD8641_STAMPING: 5028-182 9247 1992
 AD8641_MARK LOGO: DENI  
 AD8641_PROJECTION: FLUSH
 AD8641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8641+STABILITY: SURFACE MOTION
 AD8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8641+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 AD8641
 AD8641  HISTORY     - Date     Condition        Report By
 AD8641  HISTORY     - 1992     MONUMENTED       DENI
 AD8641  HISTORY     - 20040123 GOOD             FLDEP
 AD8641  HISTORY     - 20041201 GOOD             INDIV
 AD8641
 AD8641                          STATION DESCRIPTION
 AD8641
 AD8641'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8641'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 18, TWP 50S,
 AD8641'RGE 28E, 15.8 MI (25.4 KM) EAST SOUTHEAST OF NAPLES.  TO REACH FROM
 AD8641'THE JUNCTION OF I-75/STATE ROUTE 84 AND CO.ROAD 951, EXIT 15, 6.8 MI
 AD8641'(10.9 KM) EAST OF NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI
 AD8641'(7.6 KM) TO GOLDEN GATE BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO
 AD8641'EVERGLADES BLVD, THEN SOUTH FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO
 AD8641'THE OVERPASS OF I-75/STATE ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH
 AD8641'2.8 MI (4.5 KM) TO 68TH AVE AND THE STATION IN THE SOUTHEAST QUADRANT
 AD8641'OF THE INTERSECTION.
 AD8641'STATION IS 21.5 FEET EAST OF THE CENTERLINE OF EVERGLADES BLVD, 18.4
 AD8641'FT (5.6 M) SOUTH OF THE CENTER OF 68TH STREET (GRAVEL), 28.0 FT
 AD8641'(8.5 M) SOUTHEAST OF THE CENTERLINE INTERSECTION.
 AD8641'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINIUM GPS SURVEY MARK DISK
 AD8641'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW GROUND
 AD8641'LEVEL. NO WITNESS POST SET DUE TO VANDALISM IN AREA.
 AD8641
 AD8641                          STATION RECOVERY (2004)
 AD8641
 AD8641'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AD8641'THE MARK IS ABOUT 15.8 MI EAST-SOUTHEAST OF NAPLES, ESTIMATED SECTION
 AD8641'18, TOWNSHIP 50  SOUTH, RANGE 28 EAST.
 AD8641' 
 AD8641'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY
 AD8641'ROAD 951 (EXIT 101,  COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO
 AD8641'NORTH ON COUNTY ROAD 951 (COLLIER  BOULEVARD) FOR 3.6 MI TO THE
 AD8641'JUNCTION OF COUNTY ROAD 896 (PINE RIDGE ROAD) ON THE LEFT  AND WHITE
 AD8641'BOULEVARD ON THE RIGHT, CONTINUE NORTH ON COUNTY ROAD 951 (COLLIER
 AD8641'BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF GOLDEN GATE BOULEVARD (COUNTY
 AD8641'ROAD 876) ON THE  RIGHT, TURN RIGHT ON GOLDEN GATE BOULEVARD (COUNTY
 AD8641'ROAD 876) AND GO EAST FOR 5.0 MI TO  THE INTERSECTION OF WILSON
 AD8641'BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD  (COUNTY ROAD 876)
 AD8641'FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT
 AD8641'ON EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF
 AD8641'INTERSTATE 75,  CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 2.8 MI TO
 AD8641'THE INTERSECTION OF 68TH AVENUE  SE AND THE MARK ON THE LEFT, AN
 AD8641'ALUMINUM DISK SET IN THE TOP OF A ROUND CONCRETE  MONUMENT, FLUSH WITH
 AD8641'GROUND AND LEVEL WITH EVERGLADES BOULEVARD.
 AD8641' 
 AD8641'LOCATED 21.5 FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES
 AD8641'BOULEVARD, 18.4 FT  SOUTH OF THE APPROXIMATE CENTERLINE OF 68TH AVENUE
 AD8641'AND 3.0 FT WEST OF A CARSONITE  WITNESS POST.
 AD8641
 AD8641                          STATION RECOVERY (2004)
 AD8641
 AD8641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8641'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0642 ***********************************************************************
 AC0642  DESIGNATION -  5.06
 AC0642  PID         -  AC0642
 AC0642  STATE/COUNTY-  FL/COLLIER
 AC0642  USGS QUAD   -  WEAVERS STATION (1972)
 AC0642
 AC0642                         *CURRENT SURVEY CONTROL
 AC0642  ___________________________________________________________________
 AC0642* NAD 83(1986)-  25 55 06.     (N)    081 23 27.     (W)     SCALED    
 AC0642* NAVD 88     -         1.174  (meters)       3.85   (feet)  ADJUSTED  
 AC0642  ___________________________________________________________________
 AC0642  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AC0642  DYNAMIC HT  -           1.172 (meters)       3.85  (feet)  COMP
 AC0642  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 AC0642
 AC0642  VERT ORDER  -  FIRST     CLASS I
 AC0642
 AC0642.The horizontal coordinates were scaled from a topographic map and have
 AC0642.an estimated accuracy of +/- 6 seconds.
 AC0642
 AC0642.The orthometric height was determined by differential leveling
 AC0642.and adjusted by the National Geodetic Survey in June 1991..
 AC0642
 AC0642.The geoid height was determined by GEOID03.
 AC0642
 AC0642.The dynamic height is computed by dividing the NAVD 88
 AC0642.geopotential number by the normal gravity value computed on the
 AC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0642.degrees latitude (g = 980.6199 gals.).
 AC0642
 AC0642.The modeled gravity was interpolated from observed gravity values.
 AC0642
 AC0642;                    North         East    Units  Estimated Accuracy
 AC0642;SPC FL E     -   175,630.      160,850.      MT  (+/- 180 meters Scaled)
 AC0642
 AC0642                          SUPERSEDED SURVEY CONTROL
 AC0642
 AC0642  NGVD 29 (??/??/92)    1.591  (m)            5.22   (f) ADJ UNCH    1 1
 AC0642
 AC0642.Superseded values are not recommended for survey control.
 AC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0642.See file dsdata.txt to determine how the superseded data were derived.
 AC0642
 AC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ608666(NAD 83)
 AC0642_MARKER: DB = BENCH MARK DISK
 AC0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0642_SP_SET: BRIDGE ABUTMENT
 AC0642_STAMPING: 5.06
 AC0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0642
 AC0642  HISTORY     - Date     Condition        Report By
 AC0642  HISTORY     - UNK      MONUMENTED       FLDT
 AC0642  HISTORY     - 1966     GOOD             NGS
 AC0642  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0642  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0642
 AC0642                          STATION DESCRIPTION
 AC0642
 AC0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0642'6 MI NW FROM OCHOPEE.
 AC0642'ABOUT 5.95 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0642'THE POST OFFICE AT OCHOPEE, 1.75 MILES NORTHWEST OF THE
 AC0642'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTH END
 AC0642'OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 73 A, 17.0
 AC0642'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 AC0642'ABOVE THE LEVEL OF THE HIGHWAY.
 AC0642
 AC0642                          STATION RECOVERY (1992)
 AC0642
 AC0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0642'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0642'DESTROYED.
 AC0642
 AC0642                          STATION RECOVERY (1999)
 AC0642
 AC0642'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3243 ***********************************************************************
 AC3243  DESIGNATION -  5.06 RESET
 AC3243  PID         -  AC3243
 AC3243  STATE/COUNTY-  FL/COLLIER
 AC3243  USGS QUAD   -  WEAVERS STATION (1972)
 AC3243
 AC3243                         *CURRENT SURVEY CONTROL
 AC3243  ___________________________________________________________________
 AC3243* NAD 83(1986)-  25 55 08.     (N)    081 23 32.     (W)     SCALED    
 AC3243* NAVD 88     -         1.737  (meters)       5.70   (feet)  ADJUSTED  
 AC3243  ___________________________________________________________________
 AC3243  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AC3243  DYNAMIC HT  -           1.734 (meters)       5.69  (feet)  COMP
 AC3243  MODELED GRAV-     979,023.2   (mgal)                       NAVD 88
 AC3243
 AC3243  VERT ORDER  -  FIRST     CLASS II
 AC3243
 AC3243.The horizontal coordinates were scaled from a topographic map and have
 AC3243.an estimated accuracy of +/- 6 seconds.
 AC3243
 AC3243.The orthometric height was determined by differential leveling
 AC3243.and adjusted by the National Geodetic Survey in September 1992..
 AC3243
 AC3243.The geoid height was determined by GEOID03.
 AC3243
 AC3243.The dynamic height is computed by dividing the NAVD 88
 AC3243.geopotential number by the normal gravity value computed on the
 AC3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3243.degrees latitude (g = 980.6199 gals.).
 AC3243
 AC3243.The modeled gravity was interpolated from observed gravity values.
 AC3243
 AC3243;                    North         East    Units  Estimated Accuracy
 AC3243;SPC FL E     -   175,690.      160,710.      MT  (+/- 180 meters Scaled)
 AC3243
 AC3243                          SUPERSEDED SURVEY CONTROL
 AC3243
 AC3243  NGVD 29 (09/01/92)    2.154  (m)            7.07   (f) ADJUSTED    1 2
 AC3243
 AC3243.Superseded values are not recommended for survey control.
 AC3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3243.See file dsdata.txt to determine how the superseded data were derived.
 AC3243
 AC3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ607667(NAD 83)
 AC3243_MARKER: DD = SURVEY DISK
 AC3243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3243_SP_SET: ABUTMENT
 AC3243_STAMPING: 5.06 RESET 1977
 AC3243_MARK LOGO: NGS   
 AC3243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3243+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC3243
 AC3243  HISTORY     - Date     Condition        Report By
 AC3243  HISTORY     - 1977     MONUMENTED       NGS
 AC3243  HISTORY     - 1990     GOOD             USPSQD
 AC3243  HISTORY     - 19920226 GOOD             NGS
 AC3243  HISTORY     - 19991231 GOOD             USPSQD
 AC3243
 AC3243                          STATION DESCRIPTION
 AC3243
 AC3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3243'1.8 MI WNW FROM CARNESTOWN.
 AC3243'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3243'1.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3243'WITH STATE HIGHWAY 29 IN CARNESTOWN, 96.0 FEET WEST OF A
 AC3243'POWERLINE POLE ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF THE CENTER
 AC3243'OF U.S. HIGHWAY 41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3243'DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 73 ON THE CONCRETE
 AC3243'SAFETY RAILING.
 AC3243
 AC3243                          STATION RECOVERY (1990)
 AC3243
 AC3243'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3243'RECOVERED IN GOOD CONDITION.
 AC3243
 AC3243                          STATION RECOVERY (1992)
 AC3243
 AC3243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3243'47.8 KM (29.70 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3243'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3243'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3243'OF BRIDGE NUMBER 030073, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF
 AC3243'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3243'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3243
 AC3243                          STATION RECOVERY (1999)
 AC3243
 AC3243'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0434 ***********************************************************************
 AC0434  DESIGNATION -  5.06 RESET 1976
 AC0434  PID         -  AC0434
 AC0434  STATE/COUNTY-  FL/COLLIER
 AC0434  USGS QUAD   -  WEAVERS STATION (1972)
 AC0434
 AC0434                         *CURRENT SURVEY CONTROL
 AC0434  ___________________________________________________________________
 AC0434* NAD 83(1986)-  25 55 01.     (N)    081 23 10.     (W)     SCALED    
 AC0434* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AC0434  ___________________________________________________________________
 AC0434  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AC0434
 AC0434  VERT ORDER  -  THIRD (See Below)
 AC0434
 AC0434.The horizontal coordinates were scaled from a topographic map and have
 AC0434.an estimated accuracy of +/- 6 seconds.
 AC0434
 AC0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0434.The vertical order pertains to the NGVD 29 superseded value.
 AC0434
 AC0434.The geoid height was determined by GEOID03.
 AC0434
 AC0434;                    North         East    Units  Estimated Accuracy
 AC0434;SPC FL E     -   175,470.      161,320.      MT  (+/- 180 meters Scaled)
 AC0434
 AC0434                          SUPERSEDED SURVEY CONTROL
 AC0434
 AC0434  NGVD 29 (08/19/04)    1.34   (m)            4.4    (f) RESET       3  
 AC0434
 AC0434.Superseded values are not recommended for survey control.
 AC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0434.See file dsdata.txt to determine how the superseded data were derived.
 AC0434
 AC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ613665(NAD 83)
 AC0434_MARKER: DB = BENCH MARK DISK
 AC0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC0434_SP_SET: CONCRETE FLOOR
 AC0434_STAMPING: 5.06 RESET 1976
 AC0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC0434
 AC0434  HISTORY     - Date     Condition        Report By
 AC0434  HISTORY     - 1976     MONUMENTED       NGS
 AC0434  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0434
 AC0434                          STATION DESCRIPTION
 AC0434
 AC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0434'1.8 MI NW FROM CARNESTOWN.
 AC0434'6.3 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0434'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0434'OR 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0434'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.0 FEET SOUTHWEST OF THE
 AC0434'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0434'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 73.
 AC0434
 AC0434                          STATION RECOVERY (1999)
 AC0434
 AC0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2863 ***********************************************************************
 BE2863  DESIGNATION -  50.941 FLDT
 BE2863  PID         -  BE2863
 BE2863  STATE/COUNTY-  FL/CALHOUN
 BE2863  USGS QUAD   -  CLARKSVILLE (1990)
 BE2863
 BE2863                         *CURRENT SURVEY CONTROL
 BE2863  ___________________________________________________________________
 BE2863* NAD 83(1986)-  30 25 51.     (N)    085 10 17.     (W)     SCALED    
 BE2863* NAVD 88     -        15.424  (meters)      50.60   (feet)  ADJUSTED  
 BE2863  ___________________________________________________________________
 BE2863  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BE2863  DYNAMIC HT  -          15.403 (meters)      50.53  (feet)  COMP
 BE2863  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BE2863
 BE2863  VERT ORDER  -  SECOND    CLASS I
 BE2863
 BE2863.The horizontal coordinates were scaled from a topographic map and have
 BE2863.an estimated accuracy of +/- 6 seconds.
 BE2863
 BE2863.The orthometric height was determined by differential leveling
 BE2863.and adjusted by the National Geodetic Survey in June 1991..
 BE2863
 BE2863.The geoid height was determined by GEOID03.
 BE2863
 BE2863.The dynamic height is computed by dividing the NAVD 88
 BE2863.geopotential number by the normal gravity value computed on the
 BE2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2863.degrees latitude (g = 980.6199 gals.).
 BE2863
 BE2863.The modeled gravity was interpolated from observed gravity values.
 BE2863
 BE2863;                    North         East    Units  Estimated Accuracy
 BE2863;SPC FL N     -   158,800.      535,510.      MT  (+/- 180 meters Scaled)
 BE2863
 BE2863                          SUPERSEDED SURVEY CONTROL
 BE2863
 BE2863.No superseded survey control is available for this station.
 BE2863
 BE2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU756679(NAD 83)
 BE2863_MARKER: DB = BENCH MARK DISK
 BE2863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2863_SP_SET: CONCRETE BRIDGE ABUTMENT
 BE2863_STAMPING: 50.941 1976 50.941
 BE2863_MARK LOGO: FLDT  
 BE2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2863+STABILITY: SURFACE MOTION
 BE2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE2863+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002
 BE2863
 BE2863  HISTORY     - Date     Condition        Report By
 BE2863  HISTORY     - 1976     MONUMENTED       FLDT
 BE2863  HISTORY     - 1980     GOOD             FLDNR
 BE2863  HISTORY     - 19961015 GOOD             USPSQD
 BE2863  HISTORY     - 20020531 GOOD             USPSQD
 BE2863
 BE2863                          STATION DESCRIPTION
 BE2863
 BE2863'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2863'1.0 MI EAST FROM CLARKSVILLE.
 BE2863'BEGIN AT THE JUNCTION OF STATE HIGHWAY 73 NORTH WITH STATE HIGHWAY 20
 BE2863'IN CLARKSVILLE, GO 1.0 MILE EAST ALONG HIGHWAY 20 TO THE EAST END OF
 BE2863'THE BRIDGE OVER CHIPOLA RIVER.  THE MARK IS SET IN THE TOP OF THE
 BE2863'NORTHEAST ABUTMENT, 16.5 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 BE2863'20, AND 16.2 FEET SOUTH OF A POWER POLE.
 BE2863
 BE2863                          STATION RECOVERY (1996)
 BE2863
 BE2863'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2863'RECOVERED IN GOOD CONDITION.
 BE2863
 BE2863                          STATION RECOVERY (2002)
 BE2863
 BE2863'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE2863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2461 ***********************************************************************
 AK2461  DESIGNATION -  51
 AK2461  PID         -  AK2461
 AK2461  STATE/COUNTY-  FL/BREVARD
 AK2461  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2461
 AK2461                         *CURRENT SURVEY CONTROL
 AK2461  ___________________________________________________________________
 AK2461* NAD 83(1986)-  28 27 07.     (N)    080 32 33.     (W)     SCALED    
 AK2461* NAVD 88     -         2.069  (meters)       6.79   (feet)  ADJUSTED  
 AK2461  ___________________________________________________________________
 AK2461  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK2461  DYNAMIC HT  -           2.066 (meters)       6.78  (feet)  COMP
 AK2461  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 AK2461
 AK2461  VERT ORDER  -  FIRST     CLASS II
 AK2461
 AK2461.The horizontal coordinates were scaled from a topographic map and have
 AK2461.an estimated accuracy of +/- 6 seconds.
 AK2461
 AK2461.The orthometric height was determined by differential leveling
 AK2461.and adjusted by the National Geodetic Survey in June 1991..
 AK2461.WARNING-Repeat measurements at this control monument indicate possible
 AK2461.vertical movement.
 AK2461
 AK2461.The geoid height was determined by GEOID03.
 AK2461
 AK2461.The dynamic height is computed by dividing the NAVD 88
 AK2461.geopotential number by the normal gravity value computed on the
 AK2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2461.degrees latitude (g = 980.6199 gals.).
 AK2461
 AK2461.The modeled gravity was interpolated from observed gravity values.
 AK2461
 AK2461;                    North         East    Units  Estimated Accuracy
 AK2461;SPC FL E     -   456,380.      244,810.      MT  (+/- 180 meters Scaled)
 AK2461
 AK2461                          SUPERSEDED SURVEY CONTROL
 AK2461
 AK2461  NGVD 29 (09/01/92)    2.445  (m)            8.02   (f) ADJUSTED    1 2
 AK2461
 AK2461.Superseded values are not recommended for survey control.
 AK2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2461.See file dsdata.txt to determine how the superseded data were derived.
 AK2461
 AK2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM447473(NAD 83)
 AK2461_MARKER: DD = SURVEY DISK
 AK2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2461_STAMPING: BM 51 1959
 AK2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2461+STABILITY: SURFACE MOTION
 AK2461
 AK2461  HISTORY     - Date     Condition        Report By
 AK2461  HISTORY     - 1959     MONUMENTED       PANAM
 AK2461  HISTORY     - 1959     GOOD             NGS
 AK2461
 AK2461                          STATION DESCRIPTION
 AK2461
 AK2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2461'AT CAPE CANAVERAL.
 AK2461'AT CAPE CANAVERAL MISSILE BASE, ABOUT 0.3 MILE SOUTHEAST ALONG
 AK2461'CAMERA ROAD R 53.  IT IS ABOUT 25 FT. NORTH OF CENTERLINE OF
 AK2461'ROAD AND 12 FT. NORTHEAST OF CAMERA PEDESTAL D 14 R 53.  THE
 AK2461'DISK IS SET FLUSH IN A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS
 AK2461'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0952 ***********************************************************************
 AS0952  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0952  DESIGNATION -  51 83 B 09
 AS0952  PID         -  AS0952
 AS0952  STATE/COUNTY-  FL/GULF
 AS0952  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0952
 AS0952                         *CURRENT SURVEY CONTROL
 AS0952  ___________________________________________________________________
 AS0952* NAD 83(1986)-  29 52 29.     (N)    085 23 31.     (W)     SCALED    
 AS0952* NAVD 88     -         5.869  (meters)      19.26   (feet)  ADJUSTED  
 AS0952  ___________________________________________________________________
 AS0952  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AS0952  DYNAMIC HT  -           5.861 (meters)      19.23  (feet)  COMP
 AS0952  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 AS0952
 AS0952  VERT ORDER  -  SECOND    CLASS I
 AS0952
 AS0952.The horizontal coordinates were scaled from a topographic map and have
 AS0952.an estimated accuracy of +/- 6 seconds.
 AS0952
 AS0952.The orthometric height was determined by differential leveling
 AS0952.and adjusted by the National Geodetic Survey in September 1996..
 AS0952
 AS0952.This Tidal Bench Mark is designated as VM 17265
 AS0952.by the Center for Operational Oceanographic Products and Services.
 AS0952
 AS0952.The geoid height was determined by GEOID03.
 AS0952
 AS0952.The dynamic height is computed by dividing the NAVD 88
 AS0952.geopotential number by the normal gravity value computed on the
 AS0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0952.degrees latitude (g = 980.6199 gals.).
 AS0952
 AS0952.The modeled gravity was interpolated from observed gravity values.
 AS0952
 AS0952;                    North         East    Units  Estimated Accuracy
 AS0952;SPC FL N     -    97,300.      513,840.      MT  (+/- 180 meters Scaled)
 AS0952
 AS0952                          SUPERSEDED SURVEY CONTROL
 AS0952
 AS0952.No superseded survey control is available for this station.
 AS0952
 AS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU552059(NAD 83)
 AS0952_MARKER: DB = BENCH MARK DISK
 AS0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0952_SP_SET: CONCRETE POST
 AS0952_STAMPING: 51 83 B09
 AS0952_MARK LOGO: FLDNR 
 AS0952_PROJECTION: RECESSED 20 CENTIMETERS
 AS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0952+STABILITY: SURFACE MOTION
 AS0952
 AS0952  HISTORY     - Date     Condition        Report By
 AS0952  HISTORY     - 1983     MONUMENTED       FLDT
 AS0952  HISTORY     - 1986     GOOD             FLDNR
 AS0952
 AS0952                          STATION DESCRIPTION
 AS0952
 AS0952'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0952'27.8 MI WNW FROM PORT ST JOE.
 AS0952'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0952'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0952'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0952'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0952'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO 9.7
 AS0952'MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP THE HIGHEST
 AS0952'SAND DUNE, ABOUT 0.3 MILE SOUTHWEST OF THE TIP OF ST. JOSEPH
 AS0952'PENINSULA, 42 FEET NORTHEAST OF A PATCH OF BUSHES, 350 FEET NORTHWEST
 AS0952'OF THE SHORELINE OF ST. JOSEPH BAY, AND 2.8 FEET NORTHWEST OF A
 AS0952'WITNESS POST.  THE MARK SHOULD BE ADDED TO TIDE STATION 872-8958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0951 ***********************************************************************
 AS0951  DESIGNATION -  51 83 B 10
 AS0951  PID         -  AS0951
 AS0951  STATE/COUNTY-  FL/GULF
 AS0951  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0951
 AS0951                         *CURRENT SURVEY CONTROL
 AS0951  ___________________________________________________________________
 AS0951* NAD 83(1986)-  29 52 03.     (N)    085 24 12.     (W)     SCALED    
 AS0951* NAVD 88     -         6.484  (meters)      21.27   (feet)  ADJUSTED  
 AS0951  ___________________________________________________________________
 AS0951  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AS0951  DYNAMIC HT  -           6.476 (meters)      21.25  (feet)  COMP
 AS0951  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 AS0951
 AS0951  VERT ORDER  -  SECOND    CLASS I
 AS0951
 AS0951.The horizontal coordinates were scaled from a topographic map and have
 AS0951.an estimated accuracy of +/- 6 seconds.
 AS0951
 AS0951.The orthometric height was determined by differential leveling
 AS0951.and adjusted by the National Geodetic Survey in September 1996..
 AS0951
 AS0951.The geoid height was determined by GEOID03.
 AS0951
 AS0951.The dynamic height is computed by dividing the NAVD 88
 AS0951.geopotential number by the normal gravity value computed on the
 AS0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0951.degrees latitude (g = 980.6199 gals.).
 AS0951
 AS0951.The modeled gravity was interpolated from observed gravity values.
 AS0951
 AS0951;                    North         East    Units  Estimated Accuracy
 AS0951;SPC FL N     -    96,510.      512,730.      MT  (+/- 180 meters Scaled)
 AS0951
 AS0951                          SUPERSEDED SURVEY CONTROL
 AS0951
 AS0951.No superseded survey control is available for this station.
 AS0951
 AS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU542051(NAD 83)
 AS0951_MARKER: DB = BENCH MARK DISK
 AS0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0951_SP_SET: CONCRETE POST
 AS0951_STAMPING: 51 83 B10
 AS0951_MARK LOGO: FLDNR 
 AS0951_PROJECTION: RECESSED 30 CENTIMETERS
 AS0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0951+STABILITY: SURFACE MOTION
 AS0951
 AS0951  HISTORY     - Date     Condition        Report By
 AS0951  HISTORY     - 1983     MONUMENTED       FLDT
 AS0951  HISTORY     - 1986     GOOD             FLDNR
 AS0951
 AS0951                          STATION DESCRIPTION
 AS0951
 AS0951'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0951'26.85 MI WNW FROM PORT ST JOE.
 AS0951'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0951'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0951'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0951'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0951'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO 8.7
 AS0951'MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND DUNE,
 AS0951'ABOUT 600 FEET SOUTHEAST OF THE BEACH, 217 FEET NORTHWEST OF A
 AS0951'20-INCH DIAMETER PALM TREE, 13 FEET WEST-SOUTHWEST OF THE NORTHEAST
 AS0951'EDGE OF THE DUNE, 5 FEET NORTH OF THE SOUTH EDGE OF THE DUNE AND 4
 AS0951'FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0950 ***********************************************************************
 AS0950  DESIGNATION -  51 83 B 11
 AS0950  PID         -  AS0950
 AS0950  STATE/COUNTY-  FL/GULF
 AS0950  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0950
 AS0950                         *CURRENT SURVEY CONTROL
 AS0950  ___________________________________________________________________
 AS0950* NAD 83(1986)-  29 51 42.     (N)    085 24 35.     (W)     SCALED    
 AS0950* NAVD 88     -         8.590  (meters)      28.18   (feet)  ADJUSTED  
 AS0950  ___________________________________________________________________
 AS0950  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AS0950  DYNAMIC HT  -           8.579 (meters)      28.15  (feet)  COMP
 AS0950  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 AS0950
 AS0950  VERT ORDER  -  SECOND    CLASS I
 AS0950
 AS0950.The horizontal coordinates were scaled from a topographic map and have
 AS0950.an estimated accuracy of +/- 6 seconds.
 AS0950
 AS0950.The orthometric height was determined by differential leveling
 AS0950.and adjusted by the National Geodetic Survey in September 1996..
 AS0950
 AS0950.The geoid height was determined by GEOID03.
 AS0950
 AS0950.The dynamic height is computed by dividing the NAVD 88
 AS0950.geopotential number by the normal gravity value computed on the
 AS0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0950.degrees latitude (g = 980.6199 gals.).
 AS0950
 AS0950.The modeled gravity was interpolated from observed gravity values.
 AS0950
 AS0950;                    North         East    Units  Estimated Accuracy
 AS0950;SPC FL N     -    95,860.      512,110.      MT  (+/- 180 meters Scaled)
 AS0950
 AS0950                          SUPERSEDED SURVEY CONTROL
 AS0950
 AS0950.No superseded survey control is available for this station.
 AS0950
 AS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU536045(NAD 83)
 AS0950_MARKER: DB = BENCH MARK DISK
 AS0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0950_SP_SET: CONCRETE POST
 AS0950_STAMPING: 51 83 B11
 AS0950_MARK LOGO: FLDNR 
 AS0950_PROJECTION: FLUSH
 AS0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0950+STABILITY: SURFACE MOTION
 AS0950
 AS0950  HISTORY     - Date     Condition        Report By
 AS0950  HISTORY     - 1983     MONUMENTED       FLDT
 AS0950  HISTORY     - 1986     GOOD             FLDNR
 AS0950
 AS0950                          STATION DESCRIPTION
 AS0950
 AS0950'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0950'26.25 MI WNW FROM PORT ST JOE.
 AS0950'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0950'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0950'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0950'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0950'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0950'8.10 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0950'DUNE, ABOUT 400 FEET SOUTHEAST OF THE BEACH, 12 FEET NORTH OF THE
 AS0950'SOUTH EDGE OF THE DUNE, 10 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 AS0950'THE DUNE, AND 4.5 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0949 ***********************************************************************
 AS0949  DESIGNATION -  51 83 B 13
 AS0949  PID         -  AS0949
 AS0949  STATE/COUNTY-  FL/GULF
 AS0949  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0949
 AS0949                         *CURRENT SURVEY CONTROL
 AS0949  ___________________________________________________________________
 AS0949* NAD 83(1986)-  29 50 43.     (N)    085 24 56.     (W)     SCALED    
 AS0949* NAVD 88     -         8.020  (meters)      26.31   (feet)  ADJUSTED  
 AS0949  ___________________________________________________________________
 AS0949  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AS0949  DYNAMIC HT  -           8.009 (meters)      26.28  (feet)  COMP
 AS0949  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 AS0949
 AS0949  VERT ORDER  -  SECOND    CLASS I
 AS0949
 AS0949.The horizontal coordinates were scaled from a topographic map and have
 AS0949.an estimated accuracy of +/- 6 seconds.
 AS0949
 AS0949.The orthometric height was determined by differential leveling
 AS0949.and adjusted by the National Geodetic Survey in September 1996..
 AS0949
 AS0949.The geoid height was determined by GEOID03.
 AS0949
 AS0949.The dynamic height is computed by dividing the NAVD 88
 AS0949.geopotential number by the normal gravity value computed on the
 AS0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0949.degrees latitude (g = 980.6199 gals.).
 AS0949
 AS0949.The modeled gravity was interpolated from observed gravity values.
 AS0949
 AS0949;                    North         East    Units  Estimated Accuracy
 AS0949;SPC FL N     -    94,050.      511,530.      MT  (+/- 180 meters Scaled)
 AS0949
 AS0949                          SUPERSEDED SURVEY CONTROL
 AS0949
 AS0949.No superseded survey control is available for this station.
 AS0949
 AS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU530026(NAD 83)
 AS0949_MARKER: DB = BENCH MARK DISK
 AS0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0949_SP_SET: CONCRETE POST
 AS0949_STAMPING: 51 83 B13
 AS0949_MARK LOGO: FLDNR 
 AS0949_PROJECTION: RECESSED 5 CENTIMETERS
 AS0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0949+STABILITY: SURFACE MOTION
 AS0949
 AS0949  HISTORY     - Date     Condition        Report By
 AS0949  HISTORY     - 1983     MONUMENTED       FLDT
 AS0949  HISTORY     - 1986     GOOD             FLDNR
 AS0949
 AS0949                          STATION DESCRIPTION
 AS0949
 AS0949'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0949'25.1 MI WNW FROM PORT ST JOE.
 AS0949'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0949'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0949'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0949'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0949'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0949'6.95 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0949'DUNE, 49 FEET EAST OF THE DROP-OFF LEDGE TO THE BEACH, 11 FEET NORTH
 AS0949'OF THE SOUTH EDGE OF THE DUNE AND 6 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0948 ***********************************************************************
 AS0948  DESIGNATION -  51 83 B 14
 AS0948  PID         -  AS0948
 AS0948  STATE/COUNTY-  FL/GULF
 AS0948  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0948
 AS0948                         *CURRENT SURVEY CONTROL
 AS0948  ___________________________________________________________________
 AS0948* NAD 83(1986)-  29 50 08.     (N)    085 25 00.     (W)     SCALED    
 AS0948* NAVD 88     -         9.768  (meters)      32.05   (feet)  ADJUSTED  
 AS0948  ___________________________________________________________________
 AS0948  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AS0948  DYNAMIC HT  -           9.755 (meters)      32.00  (feet)  COMP
 AS0948  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 AS0948
 AS0948  VERT ORDER  -  SECOND    CLASS I
 AS0948
 AS0948.The horizontal coordinates were scaled from a topographic map and have
 AS0948.an estimated accuracy of +/- 6 seconds.
 AS0948
 AS0948.The orthometric height was determined by differential leveling
 AS0948.and adjusted by the National Geodetic Survey in September 1996..
 AS0948
 AS0948.The geoid height was determined by GEOID03.
 AS0948
 AS0948.The dynamic height is computed by dividing the NAVD 88
 AS0948.geopotential number by the normal gravity value computed on the
 AS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0948.degrees latitude (g = 980.6199 gals.).
 AS0948
 AS0948.The modeled gravity was interpolated from observed gravity values.
 AS0948
 AS0948;                    North         East    Units  Estimated Accuracy
 AS0948;SPC FL N     -    92,980.      511,410.      MT  (+/- 180 meters Scaled)
 AS0948
 AS0948                          SUPERSEDED SURVEY CONTROL
 AS0948
 AS0948.No superseded survey control is available for this station.
 AS0948
 AS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU529016(NAD 83)
 AS0948_MARKER: DB = BENCH MARK DISK
 AS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0948_SP_SET: CONCRETE POST
 AS0948_STAMPING: 51 83 B14
 AS0948_MARK LOGO: FLDNR 
 AS0948_PROJECTION: PROJECTING 5 CENTIMETERS
 AS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0948+STABILITY: SURFACE MOTION
 AS0948
 AS0948  HISTORY     - Date     Condition        Report By
 AS0948  HISTORY     - 1983     MONUMENTED       FLDT
 AS0948  HISTORY     - 1986     GOOD             FLDNR
 AS0948
 AS0948                          STATION DESCRIPTION
 AS0948
 AS0948'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0948'24.4 MI WNW FROM PORT ST JOE.
 AS0948'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0948'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0948'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0948'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0948'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0948'6.25 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0948'DUNE, ABOUT 200 FEET EAST OF THE BEACH, 25 FEET SOUTH OF THE NORTH
 AS0948'EDGE OF THE DUNE, 10 FEET WEST OF THE EAST EDGE OF THE DUNE AND 3
 AS0948'FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0947 ***********************************************************************
 AS0947  DESIGNATION -  51 83 B 15
 AS0947  PID         -  AS0947
 AS0947  STATE/COUNTY-  FL/GULF
 AS0947  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0947
 AS0947                         *CURRENT SURVEY CONTROL
 AS0947  ___________________________________________________________________
 AS0947* NAD 83(1986)-  29 49 41.     (N)    085 25 00.     (W)     SCALED    
 AS0947* NAVD 88     -         9.366  (meters)      30.73   (feet)  ADJUSTED  
 AS0947  ___________________________________________________________________
 AS0947  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AS0947  DYNAMIC HT  -           9.354 (meters)      30.69  (feet)  COMP
 AS0947  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AS0947
 AS0947  VERT ORDER  -  SECOND    CLASS I
 AS0947
 AS0947.The horizontal coordinates were scaled from a topographic map and have
 AS0947.an estimated accuracy of +/- 6 seconds.
 AS0947
 AS0947.The orthometric height was determined by differential leveling
 AS0947.and adjusted by the National Geodetic Survey in September 1996..
 AS0947
 AS0947.The geoid height was determined by GEOID03.
 AS0947
 AS0947.The dynamic height is computed by dividing the NAVD 88
 AS0947.geopotential number by the normal gravity value computed on the
 AS0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0947.degrees latitude (g = 980.6199 gals.).
 AS0947
 AS0947.The modeled gravity was interpolated from observed gravity values.
 AS0947
 AS0947;                    North         East    Units  Estimated Accuracy
 AS0947;SPC FL N     -    92,140.      511,410.      MT  (+/- 180 meters Scaled)
 AS0947
 AS0947                          SUPERSEDED SURVEY CONTROL
 AS0947
 AS0947.No superseded survey control is available for this station.
 AS0947
 AS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU529007(NAD 83)
 AS0947_MARKER: DB = BENCH MARK DISK
 AS0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0947_SP_SET: CONCRETE POST
 AS0947_STAMPING: 51 83 B15
 AS0947_MARK LOGO: FLDNR 
 AS0947_PROJECTION: RECESSED 10 CENTIMETERS
 AS0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0947+STABILITY: SURFACE MOTION
 AS0947
 AS0947  HISTORY     - Date     Condition        Report By
 AS0947  HISTORY     - 1983     MONUMENTED       FLDT
 AS0947  HISTORY     - 1986     GOOD             FLDNR
 AS0947
 AS0947                          STATION DESCRIPTION
 AS0947
 AS0947'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0947'23.9 MI WEST FROM PORT ST JOE.
 AS0947'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0947'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0947'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0947'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0947'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0947'5.75 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0947'DUNE, ABOUT 150 FEET EAST OF THE BEACH, 20 FEET NORTH OF THE SOUTH
 AS0947'EDGE OF THE DUNE, AND 4 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0946 ***********************************************************************
 AS0946  DESIGNATION -  51 83 B 16
 AS0946  PID         -  AS0946
 AS0946  STATE/COUNTY-  FL/GULF
 AS0946  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0946
 AS0946                         *CURRENT SURVEY CONTROL
 AS0946  ___________________________________________________________________
 AS0946* NAD 83(1986)-  29 49 07.     (N)    085 24 57.     (W)     SCALED    
 AS0946* NAVD 88     -        12.171  (meters)      39.93   (feet)  ADJUSTED  
 AS0946  ___________________________________________________________________
 AS0946  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AS0946  DYNAMIC HT  -          12.155 (meters)      39.88  (feet)  COMP
 AS0946  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 AS0946
 AS0946  VERT ORDER  -  SECOND    CLASS I
 AS0946
 AS0946.The horizontal coordinates were scaled from a topographic map and have
 AS0946.an estimated accuracy of +/- 6 seconds.
 AS0946
 AS0946.The orthometric height was determined by differential leveling
 AS0946.and adjusted by the National Geodetic Survey in September 1996..
 AS0946
 AS0946.The geoid height was determined by GEOID03.
 AS0946
 AS0946.The dynamic height is computed by dividing the NAVD 88
 AS0946.geopotential number by the normal gravity value computed on the
 AS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0946.degrees latitude (g = 980.6199 gals.).
 AS0946
 AS0946.The modeled gravity was interpolated from observed gravity values.
 AS0946
 AS0946;                    North         East    Units  Estimated Accuracy
 AS0946;SPC FL N     -    91,100.      511,480.      MT  (+/- 180 meters Scaled)
 AS0946
 AS0946                          SUPERSEDED SURVEY CONTROL
 AS0946
 AS0946.No superseded survey control is available for this station.
 AS0946
 AS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT530997(NAD 83)
 AS0946_MARKER: DB = BENCH MARK DISK
 AS0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0946_SP_SET: CONCRETE POST
 AS0946_STAMPING: 51 83 B16
 AS0946_MARK LOGO: FLDNR 
 AS0946_PROJECTION: RECESSED 13 CENTIMETERS
 AS0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0946+STABILITY: SURFACE MOTION
 AS0946
 AS0946  HISTORY     - Date     Condition        Report By
 AS0946  HISTORY     - 1983     MONUMENTED       FLDT
 AS0946  HISTORY     - 1986     GOOD             FLDNR
 AS0946
 AS0946                          STATION DESCRIPTION
 AS0946
 AS0946'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0946'23.4 MI WEST FROM PORT ST JOE.
 AS0946'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0946'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0946'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0946'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0946'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0946'5.25 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0946'DUNE, ABOUT 100 FEET EAST OF THE BEACH, 12 FEET SOUTH OF THE NORTH
 AS0946'EDGE OF THE DUNE, 9 FEET NORTH OF THE SOUTH EDGE OF THE DUNE, AND 4
 AS0946'FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0945 ***********************************************************************
 AS0945  DESIGNATION -  51 83 B 17
 AS0945  PID         -  AS0945
 AS0945  STATE/COUNTY-  FL/GULF
 AS0945  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0945
 AS0945                         *CURRENT SURVEY CONTROL
 AS0945  ___________________________________________________________________
 AS0945* NAD 83(1986)-  29 48 24.     (N)    085 24 53.     (W)     SCALED    
 AS0945* NAVD 88     -        13.499  (meters)      44.29   (feet)  ADJUSTED  
 AS0945  ___________________________________________________________________
 AS0945  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AS0945  DYNAMIC HT  -          13.481 (meters)      44.23  (feet)  COMP
 AS0945  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 AS0945
 AS0945  VERT ORDER  -  SECOND    CLASS I
 AS0945
 AS0945.The horizontal coordinates were scaled from a topographic map and have
 AS0945.an estimated accuracy of +/- 6 seconds.
 AS0945
 AS0945.The orthometric height was determined by differential leveling
 AS0945.and adjusted by the National Geodetic Survey in September 1996..
 AS0945
 AS0945.The geoid height was determined by GEOID03.
 AS0945
 AS0945.The dynamic height is computed by dividing the NAVD 88
 AS0945.geopotential number by the normal gravity value computed on the
 AS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0945.degrees latitude (g = 980.6199 gals.).
 AS0945
 AS0945.The modeled gravity was interpolated from observed gravity values.
 AS0945
 AS0945;                    North         East    Units  Estimated Accuracy
 AS0945;SPC FL N     -    89,770.      511,580.      MT  (+/- 180 meters Scaled)
 AS0945
 AS0945                          SUPERSEDED SURVEY CONTROL
 AS0945
 AS0945.No superseded survey control is available for this station.
 AS0945
 AS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT532984(NAD 83)
 AS0945_MARKER: DB = BENCH MARK DISK
 AS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0945_SP_SET: CONCRETE POST
 AS0945_STAMPING: 51 83 B17
 AS0945_MARK LOGO: FLDNR 
 AS0945_PROJECTION: RECESSED 8 CENTIMETERS
 AS0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0945+STABILITY: SURFACE MOTION
 AS0945
 AS0945  HISTORY     - Date     Condition        Report By
 AS0945  HISTORY     - 1983     MONUMENTED       FLDT
 AS0945  HISTORY     - 1986     GOOD             FLDNR
 AS0945
 AS0945                          STATION DESCRIPTION
 AS0945
 AS0945'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0945'22.6 MI WEST FROM PORT ST JOE.
 AS0945'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0945'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0945'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0945'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0945'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0945'4.45 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0945'DUNE, ABOUT 100 FEET NORTHEAST OF THE HIGHEST DUNE IN THE AREA, 300
 AS0945'FEET EAST OF THE BEACH, 22 FEET SOUTH OF THE NORTH EDGE OF THE DUNE,
 AS0945'4 FEET WEST OF THE EAST EDGE OF THE DUNE, AND 3 FEET WEST OF A
 AS0945'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0944 ***********************************************************************
 AS0944  DESIGNATION -  51 83 B 18
 AS0944  PID         -  AS0944
 AS0944  STATE/COUNTY-  FL/GULF
 AS0944  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0944
 AS0944                         *CURRENT SURVEY CONTROL
 AS0944  ___________________________________________________________________
 AS0944* NAD 83(1986)-  29 47 52.     (N)    085 24 43.     (W)     SCALED    
 AS0944* NAVD 88     -        14.488  (meters)      47.53   (feet)  ADJUSTED  
 AS0944  ___________________________________________________________________
 AS0944  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AS0944  DYNAMIC HT  -          14.468 (meters)      47.47  (feet)  COMP
 AS0944  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 AS0944
 AS0944  VERT ORDER  -  SECOND    CLASS I
 AS0944
 AS0944.The horizontal coordinates were scaled from a topographic map and have
 AS0944.an estimated accuracy of +/- 6 seconds.
 AS0944
 AS0944.The orthometric height was determined by differential leveling
 AS0944.and adjusted by the National Geodetic Survey in September 1996..
 AS0944
 AS0944.The geoid height was determined by GEOID03.
 AS0944
 AS0944.The dynamic height is computed by dividing the NAVD 88
 AS0944.geopotential number by the normal gravity value computed on the
 AS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0944.degrees latitude (g = 980.6199 gals.).
 AS0944
 AS0944.The modeled gravity was interpolated from observed gravity values.
 AS0944
 AS0944;                    North         East    Units  Estimated Accuracy
 AS0944;SPC FL N     -    88,780.      511,840.      MT  (+/- 180 meters Scaled)
 AS0944
 AS0944                          SUPERSEDED SURVEY CONTROL
 AS0944
 AS0944.No superseded survey control is available for this station.
 AS0944
 AS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT534974(NAD 83)
 AS0944_MARKER: DB = BENCH MARK DISK
 AS0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0944_SP_SET: CONCRETE POST
 AS0944_STAMPING: 51 83 B18
 AS0944_MARK LOGO: FLDNR 
 AS0944_PROJECTION: RECESSED 5 CENTIMETERS
 AS0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0944+STABILITY: SURFACE MOTION
 AS0944
 AS0944  HISTORY     - Date     Condition        Report By
 AS0944  HISTORY     - 1983     MONUMENTED       FLDT
 AS0944  HISTORY     - 1986     GOOD             FLDNR
 AS0944
 AS0944                          STATION DESCRIPTION
 AS0944
 AS0944'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0944'22.0 MI WSW FROM PORT ST JOE.
 AS0944'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0944'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0944'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0944'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0944'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0944'3.85 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A HIGH
 AS0944'SAND DUNE, ABOUT 250 FEET EAST OF THE BEACH, 23 FEET SOUTH OF THE
 AS0944'NORTH EDGE OF THE DUNE, AND 4 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0943 ***********************************************************************
 AS0943  DESIGNATION -  51 83 B 19
 AS0943  PID         -  AS0943
 AS0943  STATE/COUNTY-  FL/GULF
 AS0943  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0943
 AS0943                         *CURRENT SURVEY CONTROL
 AS0943  ___________________________________________________________________
 AS0943* NAD 83(1986)-  29 46 56.     (N)    085 24 32.     (W)     SCALED    
 AS0943* NAVD 88     -        11.867  (meters)      38.93   (feet)  ADJUSTED  
 AS0943  ___________________________________________________________________
 AS0943  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AS0943  DYNAMIC HT  -          11.851 (meters)      38.88  (feet)  COMP
 AS0943  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 AS0943
 AS0943  VERT ORDER  -  SECOND    CLASS I
 AS0943
 AS0943.The horizontal coordinates were scaled from a topographic map and have
 AS0943.an estimated accuracy of +/- 6 seconds.
 AS0943
 AS0943.The orthometric height was determined by differential leveling
 AS0943.and adjusted by the National Geodetic Survey in September 1996..
 AS0943
 AS0943.The geoid height was determined by GEOID03.
 AS0943
 AS0943.The dynamic height is computed by dividing the NAVD 88
 AS0943.geopotential number by the normal gravity value computed on the
 AS0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0943.degrees latitude (g = 980.6199 gals.).
 AS0943
 AS0943.The modeled gravity was interpolated from observed gravity values.
 AS0943
 AS0943;                    North         East    Units  Estimated Accuracy
 AS0943;SPC FL N     -    87,060.      512,120.      MT  (+/- 180 meters Scaled)
 AS0943
 AS0943                          SUPERSEDED SURVEY CONTROL
 AS0943
 AS0943.No superseded survey control is available for this station.
 AS0943
 AS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT538957(NAD 83)
 AS0943_MARKER: DB = BENCH MARK DISK
 AS0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0943_SP_SET: CONCRETE POST
 AS0943_STAMPING: 51 83 B19
 AS0943_MARK LOGO: FLDNR 
 AS0943_PROJECTION: RECESSED 8 CENTIMETERS
 AS0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0943+STABILITY: SURFACE MOTION
 AS0943
 AS0943  HISTORY     - Date     Condition        Report By
 AS0943  HISTORY     - 1983     MONUMENTED       FLDT
 AS0943  HISTORY     - 1986     GOOD             FLDNR
 AS0943
 AS0943                          STATION DESCRIPTION
 AS0943
 AS0943'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0943'20.9 MI WSW FROM PORT ST JOE.
 AS0943'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0943'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0943'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0943'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0943'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0943'2.75 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A HIGH
 AS0943'SAND DUNE, 0.05 MILE NORTH OF A SAND TRAIL, 125 FEET EAST-NORTHEAST
 AS0943'OF THE BEACH, 25 FEET WEST-SOUTHWEST OF THE EAST EDGE OF THE DUNE, 7
 AS0943'FEET NORTH OF THE SOUTH EDGE OF THE DUNE, 6 FEET SOUTH OF THE NORTH
 AS0943'EDGE OF THE DUNE AND 4 FEET EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0942 ***********************************************************************
 AS0942  DESIGNATION -  51 83 B 20
 AS0942  PID         -  AS0942
 AS0942  STATE/COUNTY-  FL/GULF
 AS0942  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0942
 AS0942                         *CURRENT SURVEY CONTROL
 AS0942  ___________________________________________________________________
 AS0942* NAD 83(1986)-  29 46 08.     (N)    085 24 20.     (W)     SCALED    
 AS0942* NAVD 88     -         1.951  (meters)       6.40   (feet)  ADJUSTED  
 AS0942  ___________________________________________________________________
 AS0942  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AS0942  DYNAMIC HT  -           1.948 (meters)       6.39  (feet)  COMP
 AS0942  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 AS0942
 AS0942  VERT ORDER  -  SECOND    CLASS I
 AS0942
 AS0942.The horizontal coordinates were scaled from a topographic map and have
 AS0942.an estimated accuracy of +/- 6 seconds.
 AS0942
 AS0942.The orthometric height was determined by differential leveling
 AS0942.and adjusted by the National Geodetic Survey in September 1996..
 AS0942
 AS0942.The geoid height was determined by GEOID03.
 AS0942
 AS0942.The dynamic height is computed by dividing the NAVD 88
 AS0942.geopotential number by the normal gravity value computed on the
 AS0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0942.degrees latitude (g = 980.6199 gals.).
 AS0942
 AS0942.The modeled gravity was interpolated from observed gravity values.
 AS0942
 AS0942;                    North         East    Units  Estimated Accuracy
 AS0942;SPC FL N     -    85,580.      512,430.      MT  (+/- 180 meters Scaled)
 AS0942
 AS0942                          SUPERSEDED SURVEY CONTROL
 AS0942
 AS0942.No superseded survey control is available for this station.
 AS0942
 AS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT541942(NAD 83)
 AS0942_MARKER: DB = BENCH MARK DISK
 AS0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0942_SP_SET: CONCRETE POST
 AS0942_STAMPING: 51 83 B20
 AS0942_MARK LOGO: FLDNR 
 AS0942_PROJECTION: RECESSED 8 CENTIMETERS
 AS0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0942+STABILITY: SURFACE MOTION
 AS0942
 AS0942  HISTORY     - Date     Condition        Report By
 AS0942  HISTORY     - 1983     MONUMENTED       FLDT
 AS0942  HISTORY     - 1986     GOOD             FLDNR
 AS0942
 AS0942                          STATION DESCRIPTION
 AS0942
 AS0942'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0942'20.4 MI WSW FROM PORT ST JOE.
 AS0942'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0942'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0942'COUNTY ROAD C-30E, GO 8.8 MILES WEST AND NORTH ON C-30E TO THE
 AS0942'ENTRANCE TO THE T.H. STONE STATE PARK, CONTINUE 2.3 MILES NORTH ON
 AS0942'THE PARK ROAD TO THE MARK.  THE MARK BEARS 43 FEET WEST-SOUTHWEST OF
 AS0942'THE CENTERLINE OF THE ROAD, 60 FEET NORTH-NORTHEAST OF A POWER POLE,
 AS0942'AND 4.5 FEET WEST-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0941 ***********************************************************************
 AS0941  DESIGNATION -  51 83 B 21
 AS0941  PID         -  AS0941
 AS0941  STATE/COUNTY-  FL/GULF
 AS0941  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0941
 AS0941                         *CURRENT SURVEY CONTROL
 AS0941  ___________________________________________________________________
 AS0941* NAD 83(1986)-  29 45 42.     (N)    085 24 09.     (W)     SCALED    
 AS0941* NAVD 88     -         4.222  (meters)      13.85   (feet)  ADJUSTED  
 AS0941  ___________________________________________________________________
 AS0941  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0941  DYNAMIC HT  -           4.216 (meters)      13.83  (feet)  COMP
 AS0941  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 AS0941
 AS0941  VERT ORDER  -  SECOND    CLASS I
 AS0941
 AS0941.The horizontal coordinates were scaled from a topographic map and have
 AS0941.an estimated accuracy of +/- 6 seconds.
 AS0941
 AS0941.The orthometric height was determined by differential leveling
 AS0941.and adjusted by the National Geodetic Survey in September 1996..
 AS0941
 AS0941.The geoid height was determined by GEOID03.
 AS0941
 AS0941.The dynamic height is computed by dividing the NAVD 88
 AS0941.geopotential number by the normal gravity value computed on the
 AS0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0941.degrees latitude (g = 980.6199 gals.).
 AS0941
 AS0941.The modeled gravity was interpolated from observed gravity values.
 AS0941
 AS0941;                    North         East    Units  Estimated Accuracy
 AS0941;SPC FL N     -    84,770.      512,720.      MT  (+/- 180 meters Scaled)
 AS0941
 AS0941                          SUPERSEDED SURVEY CONTROL
 AS0941
 AS0941.No superseded survey control is available for this station.
 AS0941
 AS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT544934(NAD 83)
 AS0941_MARKER: DB = BENCH MARK DISK
 AS0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0941_SP_SET: CONCRETE POST
 AS0941_STAMPING: 51 83 B21
 AS0941_MARK LOGO: FLDNR 
 AS0941_PROJECTION: RECESSED 8 CENTIMETERS
 AS0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0941+STABILITY: SURFACE MOTION
 AS0941
 AS0941  HISTORY     - Date     Condition        Report By
 AS0941  HISTORY     - 1983     MONUMENTED       FLDT
 AS0941  HISTORY     - 1986     GOOD             FLDNR
 AS0941
 AS0941                          STATION DESCRIPTION
 AS0941
 AS0941'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0941'20 MI WSW FROM PORT ST JOE.
 AS0941'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0941'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0941'COUNTY ROAD C-30E, GO 8.8 MILES WEST AND NORTH ON C-30E TO THE
 AS0941'ENTRANCE TO THE T.H. STONE STATE PARK, CONTINUE 1.8 MILES NORTH ON
 AS0941'THE PARK ROAD, TO THE SAND ROAD, TO THE MAINTENENCE FACILITY, GO 0.1
 AS0941'MILE SOUTH ON THE SAND ROAD TO THE MARK.  THE MARK BEARS 95.5 FEET
 AS0941'NORTHEAST OF THE NORTHEAST CORNER OF THE MAINTENENCE BUILDING, 62.7
 AS0941'FEET EAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, 10 FEET
 AS0941'EAST OF THE WEST EDGE OF THE TOP OF A SAND DUNE, AND 4.5 FEET EAST OF
 AS0941'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0940 ***********************************************************************
 AS0940  DESIGNATION -  51 83 B 22
 AS0940  PID         -  AS0940
 AS0940  STATE/COUNTY-  FL/GULF
 AS0940  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0940
 AS0940                         *CURRENT SURVEY CONTROL
 AS0940  ___________________________________________________________________
 AS0940* NAD 83(1986)-  29 45 17.     (N)    085 24 05.     (W)     SCALED    
 AS0940* NAVD 88     -        10.380  (meters)      34.06   (feet)  ADJUSTED  
 AS0940  ___________________________________________________________________
 AS0940  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0940  DYNAMIC HT  -          10.366 (meters)      34.01  (feet)  COMP
 AS0940  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 AS0940
 AS0940  VERT ORDER  -  SECOND    CLASS I
 AS0940
 AS0940.The horizontal coordinates were scaled from a topographic map and have
 AS0940.an estimated accuracy of +/- 6 seconds.
 AS0940
 AS0940.The orthometric height was determined by differential leveling
 AS0940.and adjusted by the National Geodetic Survey in September 1996..
 AS0940
 AS0940.The geoid height was determined by GEOID03.
 AS0940
 AS0940.The dynamic height is computed by dividing the NAVD 88
 AS0940.geopotential number by the normal gravity value computed on the
 AS0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0940.degrees latitude (g = 980.6199 gals.).
 AS0940
 AS0940.The modeled gravity was interpolated from observed gravity values.
 AS0940
 AS0940;                    North         East    Units  Estimated Accuracy
 AS0940;SPC FL N     -    84,000.      512,820.      MT  (+/- 180 meters Scaled)
 AS0940
 AS0940                          SUPERSEDED SURVEY CONTROL
 AS0940
 AS0940.No superseded survey control is available for this station.
 AS0940
 AS0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT545926(NAD 83)
 AS0940_MARKER: DB = BENCH MARK DISK
 AS0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0940_SP_SET: CONCRETE POST
 AS0940_STAMPING: 51 83 B22
 AS0940_MARK LOGO: FLDNR 
 AS0940_PROJECTION: FLUSH
 AS0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0940+STABILITY: SURFACE MOTION
 AS0940
 AS0940  HISTORY     - Date     Condition        Report By
 AS0940  HISTORY     - 1983     MONUMENTED       FLDT
 AS0940  HISTORY     - 1986     GOOD             FLDNR
 AS0940
 AS0940                          STATION DESCRIPTION
 AS0940
 AS0940'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0940'19.0 MI WSW FROM PORT ST JOE.
 AS0940'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0940'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0940'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0940'TRAIL LEADING WEST, GO 0.15 MILE ON THE SAND TRAIL TO THE BEACH, GO
 AS0940'0.85 MILE NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0940'DUNE, 90 FEET EAST OF THE BEACH, 6 FEET WEST OF THE EAST EDGE OF THE
 AS0940'DUNE, AND 2.8 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0939 ***********************************************************************
 AS0939  DESIGNATION -  51 83 B 23
 AS0939  PID         -  AS0939
 AS0939  STATE/COUNTY-  FL/GULF
 AS0939  USGS QUAD   -  ST JOSEPH PENINSULA (1982)
 AS0939
 AS0939                         *CURRENT SURVEY CONTROL
 AS0939  ___________________________________________________________________
 AS0939* NAD 83(1986)-  29 44 56.     (N)    085 23 59.     (W)     SCALED    
 AS0939* NAVD 88     -        10.208  (meters)      33.49   (feet)  ADJUSTED  
 AS0939  ___________________________________________________________________
 AS0939  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0939  DYNAMIC HT  -          10.194 (meters)      33.44  (feet)  COMP
 AS0939  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 AS0939
 AS0939  VERT ORDER  -  SECOND    CLASS I
 AS0939
 AS0939.The horizontal coordinates were scaled from a topographic map and have
 AS0939.an estimated accuracy of +/- 6 seconds.
 AS0939
 AS0939.The orthometric height was determined by differential leveling
 AS0939.and adjusted by the National Geodetic Survey in September 1996..
 AS0939
 AS0939.The geoid height was determined by GEOID03.
 AS0939
 AS0939.The dynamic height is computed by dividing the NAVD 88
 AS0939.geopotential number by the normal gravity value computed on the
 AS0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0939.degrees latitude (g = 980.6199 gals.).
 AS0939
 AS0939.The modeled gravity was interpolated from observed gravity values.
 AS0939
 AS0939;                    North         East    Units  Estimated Accuracy
 AS0939;SPC FL N     -    83,360.      512,980.      MT  (+/- 180 meters Scaled)
 AS0939
 AS0939                          SUPERSEDED SURVEY CONTROL
 AS0939
 AS0939.No superseded survey control is available for this station.
 AS0939
 AS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT547920(NAD 83)
 AS0939_MARKER: DB = BENCH MARK DISK
 AS0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0939_SP_SET: CONCRETE POST
 AS0939_STAMPING: 51 83 B23
 AS0939_MARK LOGO: FLDNR 
 AS0939_PROJECTION: RECESSED 30 CENTIMETERS
 AS0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0939+STABILITY: SURFACE MOTION
 AS0939
 AS0939  HISTORY     - Date     Condition        Report By
 AS0939  HISTORY     - 1983     MONUMENTED       FLDT
 AS0939  HISTORY     - 1986     GOOD             FLDNR
 AS0939
 AS0939                          STATION DESCRIPTION
 AS0939
 AS0939'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0939'18.55 MI WSW FROM PORT ST JOE.
 AS0939'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0939'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0939'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0939'TRAIL LEADING WEST, GO 0.15 MILE ON THE SAND TRAIL TO THE BEACH, GO
 AS0939'0.4 MILE NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A HIGH
 AS0939'SAND DUNE BETWEEN TWO CONDOMINIUMS, 100 FEET EAST OF THE DROP OFF TO
 AS0939'THE BEACH, 66 FEET WEST-NORTHWEST OF A PALM TREE, 10 FEET WEST OF THE
 AS0939'EAST EDGE OF THE DUNE, AND 4 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0938 ***********************************************************************
 AS0938  DESIGNATION -  51 83 B 24
 AS0938  PID         -  AS0938
 AS0938  STATE/COUNTY-  FL/GULF
 AS0938  USGS QUAD   -  ST JOSEPH PENINSULA (1982)
 AS0938
 AS0938                         *CURRENT SURVEY CONTROL
 AS0938  ___________________________________________________________________
 AS0938* NAD 83(1986)-  29 44 19.     (N)    085 23 45.     (W)     SCALED    
 AS0938* NAVD 88     -         4.365  (meters)      14.32   (feet)  ADJUSTED  
 AS0938  ___________________________________________________________________
 AS0938  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0938  DYNAMIC HT  -           4.359 (meters)      14.30  (feet)  COMP
 AS0938  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 AS0938
 AS0938  VERT ORDER  -  SECOND    CLASS I
 AS0938
 AS0938.The horizontal coordinates were scaled from a topographic map and have
 AS0938.an estimated accuracy of +/- 6 seconds.
 AS0938
 AS0938.The orthometric height was determined by differential leveling
 AS0938.and adjusted by the National Geodetic Survey in September 1996..
 AS0938
 AS0938.The geoid height was determined by GEOID03.
 AS0938
 AS0938.The dynamic height is computed by dividing the NAVD 88
 AS0938.geopotential number by the normal gravity value computed on the
 AS0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0938.degrees latitude (g = 980.6199 gals.).
 AS0938
 AS0938.The modeled gravity was interpolated from observed gravity values.
 AS0938
 AS0938;                    North         East    Units  Estimated Accuracy
 AS0938;SPC FL N     -    82,210.      513,340.      MT  (+/- 180 meters Scaled)
 AS0938
 AS0938                          SUPERSEDED SURVEY CONTROL
 AS0938
 AS0938.No superseded survey control is available for this station.
 AS0938
 AS0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT551908(NAD 83)
 AS0938_MARKER: DB = BENCH MARK DISK
 AS0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0938_SP_SET: CONCRETE POST
 AS0938_STAMPING: 51 83 B24
 AS0938_MARK LOGO: FLDNR 
 AS0938_PROJECTION: RECESSED 3 CENTIMETERS
 AS0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0938+STABILITY: SURFACE MOTION
 AS0938
 AS0938  HISTORY     - Date     Condition        Report By
 AS0938  HISTORY     - 1983     MONUMENTED       FLDT
 AS0938  HISTORY     - 1986     GOOD             FLDNR
 AS0938
 AS0938                          STATION DESCRIPTION
 AS0938
 AS0938'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0938'17.9 MI SW FROM PORT ST JOE.
 AS0938'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0938'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0938'COUNTY ROAD C-30E, GO 8.4 MILES WEST AND NORTH ON C-30E TO A
 AS0938'LIMESTONE ROAD WEST, GO 0.2 MILE WEST AND SOUTH ON THIS ROAD TO THE
 AS0938'MARK.  THE MARK BEARS 76 FEET WEST-SOUTHWEST OF THE SOUTHWEST PILING
 AS0938'OF A BEACH HOUSE ON STILTS, 15.5 FEET WEST OF POWER POLE 5-22548, 4.8
 AS0938'FEET NORTH- NORTHWEST OF A WITNESS POST, AND 2 FEET WEST OF TELEPHONE
 AS0938'JUNCTION BOX A55L3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0937 ***********************************************************************
 AS0937  DESIGNATION -  51 83 B 25
 AS0937  PID         -  AS0937
 AS0937  STATE/COUNTY-  FL/GULF
 AS0937  USGS QUAD   -  ST JOSEPH PENINSULA (1982)
 AS0937
 AS0937                         *CURRENT SURVEY CONTROL
 AS0937  ___________________________________________________________________
 AS0937* NAD 83(1986)-  29 43 47.     (N)    085 23 27.     (W)     SCALED    
 AS0937* NAVD 88     -         5.319  (meters)      17.45   (feet)  ADJUSTED  
 AS0937  ___________________________________________________________________
 AS0937  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0937  DYNAMIC HT  -           5.312 (meters)      17.43  (feet)  COMP
 AS0937  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 AS0937
 AS0937  VERT ORDER  -  SECOND    CLASS I
 AS0937
 AS0937.The horizontal coordinates were scaled from a topographic map and have
 AS0937.an estimated accuracy of +/- 6 seconds.
 AS0937
 AS0937.The orthometric height was determined by differential leveling
 AS0937.and adjusted by the National Geodetic Survey in September 1996..
 AS0937
 AS0937.The geoid height was determined by GEOID03.
 AS0937
 AS0937.The dynamic height is computed by dividing the NAVD 88
 AS0937.geopotential number by the normal gravity value computed on the
 AS0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0937.degrees latitude (g = 980.6199 gals.).
 AS0937
 AS0937.The modeled gravity was interpolated from observed gravity values.
 AS0937
 AS0937;                    North         East    Units  Estimated Accuracy
 AS0937;SPC FL N     -    81,230.      513,820.      MT  (+/- 180 meters Scaled)
 AS0937
 AS0937                          SUPERSEDED SURVEY CONTROL
 AS0937
 AS0937.No superseded survey control is available for this station.
 AS0937
 AS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT556899(NAD 83)
 AS0937_MARKER: DB = BENCH MARK DISK
 AS0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0937_SP_SET: CONCRETE POST
 AS0937_STAMPING: 51 83 B25
 AS0937_MARK LOGO: FLDNR 
 AS0937_PROJECTION: FLUSH
 AS0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0937+STABILITY: SURFACE MOTION
 AS0937
 AS0937  HISTORY     - Date     Condition        Report By
 AS0937  HISTORY     - 1983     MONUMENTED       FLDT
 AS0937  HISTORY     - 1986     GOOD             FLDNR
 AS0937
 AS0937                          STATION DESCRIPTION
 AS0937
 AS0937'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0937'17.0 MI SW FROM PORT ST JOE.
 AS0937'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0937'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0937'COUNTY ROAD C-30E, GO 7.7 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0937'THE MARK BEARS 54.2 FEET WEST-SOUTHWEST OF THE CENTERLINE OF C-30E,
 AS0937'45 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO THE
 AS0937'DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES FACILITY, 33.7 FEET
 AS0937'SOUTH-SOUTHEAST OF THE SOUTH GATE POST, 30.4 FEET EAST OF A POWER
 AS0937'POLE, 2.5 FEET SOUTH OF TELEPHONE JUNCTION BOX A42 AND 5.8 FEET EAST-
 AS0937'NORTHEAST OF A WITNESS POST.
 AS0937'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0936 ***********************************************************************
 AS0936  DESIGNATION -  51 83 B 26
 AS0936  PID         -  AS0936
 AS0936  STATE/COUNTY-  FL/GULF
 AS0936  USGS QUAD   -  ST JOSEPH PENINSULA (1982)
 AS0936
 AS0936                         *CURRENT SURVEY CONTROL
 AS0936  ___________________________________________________________________
 AS0936* NAD 83(1986)-  29 43 08.     (N)    085 23 08.     (W)     SCALED    
 AS0936* NAVD 88     -         5.226  (meters)      17.15   (feet)  ADJUSTED  
 AS0936  ___________________________________________________________________
 AS0936  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0936  DYNAMIC HT  -           5.219 (meters)      17.12  (feet)  COMP
 AS0936  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 AS0936
 AS0936  VERT ORDER  -  SECOND    CLASS I
 AS0936
 AS0936.The horizontal coordinates were scaled from a topographic map and have
 AS0936.an estimated accuracy of +/- 6 seconds.
 AS0936
 AS0936.The orthometric height was determined by differential leveling
 AS0936.and adjusted by the National Geodetic Survey in September 1996..
 AS0936
 AS0936.The geoid height was determined by GEOID03.
 AS0936
 AS0936.The dynamic height is computed by dividing the NAVD 88
 AS0936.geopotential number by the normal gravity value computed on the
 AS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0936.degrees latitude (g = 980.6199 gals.).
 AS0936
 AS0936.The modeled gravity was interpolated from observed gravity values.
 AS0936
 AS0936;                    North         East    Units  Estimated Accuracy
 AS0936;SPC FL N     -    80,020.      514,320.      MT  (+/- 180 meters Scaled)
 AS0936
 AS0936                          SUPERSEDED SURVEY CONTROL
 AS0936
 AS0936.No superseded survey control is available for this station.
 AS0936
 AS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT561887(NAD 83)
 AS0936_MARKER: DB = BENCH MARK DISK
 AS0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0936_SP_SET: CONCRETE POST
 AS0936_STAMPING: 51 83 B26
 AS0936_MARK LOGO: FLDNR 
 AS0936_PROJECTION: RECESSED 8 CENTIMETERS
 AS0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0936+STABILITY: SURFACE MOTION
 AS0936
 AS0936  HISTORY     - Date     Condition        Report By
 AS0936  HISTORY     - 1983     MONUMENTED       FLDT
 AS0936  HISTORY     - 1986     GOOD             FLDNR
 AS0936
 AS0936                          STATION DESCRIPTION
 AS0936
 AS0936'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0936'16.15 MI SW FROM PORT ST JOE.
 AS0936'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0936'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0936'COUNTY ROAD C-30E, GO 6.85 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0936'THE MARK BEARS 18.7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF C-30E,
 AS0936'57.3 FEET WEST-SOUTHWEST OF POWER POLE 5-25277, 18 FEET NORTH-
 AS0936'NORTHWEST OF THE EXTENDED CENTERLINE OF A GRADED ROAD LEADING
 AS0936'NORTHEAST, 128.7 FEET NORTH-NORTHWEST OF A TELEPHONE JUNCTION BOX AND
 AS0936'16.5 FEET EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0935 ***********************************************************************
 AS0935  DESIGNATION -  51 83 B 27
 AS0935  PID         -  AS0935
 AS0935  STATE/COUNTY-  FL/GULF
 AS0935  USGS QUAD   -  ST JOSEPH PENINSULA (1982)
 AS0935
 AS0935                         *CURRENT SURVEY CONTROL
 AS0935  ___________________________________________________________________
 AS0935* NAD 83(1986)-  29 42 43.     (N)    085 22 54.     (W)     SCALED    
 AS0935* NAVD 88     -         4.800  (meters)      15.75   (feet)  ADJUSTED  
 AS0935  ___________________________________________________________________
 AS0935  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AS0935  DYNAMIC HT  -           4.793 (meters)      15.72  (feet)  COMP
 AS0935  MODELED GRAV-     979,293.6   (mgal)                       NAVD 88
 AS0935
 AS0935  VERT ORDER  -  SECOND    CLASS I
 AS0935
 AS0935.The horizontal coordinates were scaled from a topographic map and have
 AS0935.an estimated accuracy of +/- 6 seconds.
 AS0935
 AS0935.The orthometric height was determined by differential leveling
 AS0935.and adjusted by the National Geodetic Survey in September 1996..
 AS0935
 AS0935.The geoid height was determined by GEOID03.
 AS0935
 AS0935.The dynamic height is computed by dividing the NAVD 88
 AS0935.geopotential number by the normal gravity value computed on the
 AS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0935.degrees latitude (g = 980.6199 gals.).
 AS0935
 AS0935.The modeled gravity was interpolated from observed gravity values.
 AS0935
 AS0935;                    North         East    Units  Estimated Accuracy
 AS0935;SPC FL N     -    79,250.      514,690.      MT  (+/- 180 meters Scaled)
 AS0935
 AS0935                          SUPERSEDED SURVEY CONTROL
 AS0935
 AS0935.No superseded survey control is available for this station.
 AS0935
 AS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT565879(NAD 83)
 AS0935_MARKER: DB = BENCH MARK DISK
 AS0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0935_SP_SET: CONCRETE POST
 AS0935_STAMPING: 51 83 B27
 AS0935_MARK LOGO: FLDNR 
 AS0935_PROJECTION: RECESSED 8 CENTIMETERS
 AS0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0935+STABILITY: SURFACE MOTION
 AS0935
 AS0935  HISTORY     - Date     Condition        Report By
 AS0935  HISTORY     - 1983     MONUMENTED       FLDT
 AS0935  HISTORY     - 1986     GOOD             FLDNR
 AS0935
 AS0935                          STATION DESCRIPTION
 AS0935
 AS0935'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0935'15.65 MI SW FROM PORT ST JOE.
 AS0935'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0935'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0935'COUNTY ROAD C-30E, GO 6.35 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0935'THE MARK BEARS 20.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF C-30E,
 AS0935'103 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING
 AS0935'EAST, 95 FEET EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX A18 AND 3 FEET
 AS0935'WEST- SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0934 ***********************************************************************
 AS0934  DESIGNATION -  51 83 B 28
 AS0934  PID         -  AS0934
 AS0934  STATE/COUNTY-  FL/GULF
 AS0934  USGS QUAD   -  ST JOSEPH PENINSULA (1982)
 AS0934
 AS0934                         *CURRENT SURVEY CONTROL
 AS0934  ___________________________________________________________________
 AS0934* NAD 83(1986)-  29 42 08.     (N)    085 22 39.     (W)     SCALED    
 AS0934* NAVD 88     -         4.431  (meters)      14.54   (feet)  ADJUSTED  
 AS0934  ___________________________________________________________________
 AS0934  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0934  DYNAMIC HT  -           4.425 (meters)      14.52  (feet)  COMP
 AS0934  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 AS0934
 AS0934  VERT ORDER  -  SECOND    CLASS I
 AS0934
 AS0934.The horizontal coordinates were scaled from a topographic map and have
 AS0934.an estimated accuracy of +/- 6 seconds.
 AS0934
 AS0934.The orthometric height was determined by differential leveling
 AS0934.and adjusted by the National Geodetic Survey in September 1996..
 AS0934
 AS0934.The geoid height was determined by GEOID03.
 AS0934
 AS0934.The dynamic height is computed by dividing the NAVD 88
 AS0934.geopotential number by the normal gravity value computed on the
 AS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0934.degrees latitude (g = 980.6199 gals.).
 AS0934
 AS0934.The modeled gravity was interpolated from observed gravity values.
 AS0934
 AS0934;                    North         East    Units  Estimated Accuracy
 AS0934;SPC FL N     -    78,170.      515,080.      MT  (+/- 180 meters Scaled)
 AS0934
 AS0934                          SUPERSEDED SURVEY CONTROL
 AS0934
 AS0934.No superseded survey control is available for this station.
 AS0934
 AS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT569868(NAD 83)
 AS0934_MARKER: DB = BENCH MARK DISK
 AS0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0934_SP_SET: CONCRETE POST
 AS0934_STAMPING: 51 83 B28
 AS0934_MARK LOGO: FLDNR 
 AS0934_PROJECTION: RECESSED 25 CENTIMETERS
 AS0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0934+STABILITY: SURFACE MOTION
 AS0934
 AS0934  HISTORY     - Date     Condition        Report By
 AS0934  HISTORY     - 1983     MONUMENTED       FLDT
 AS0934  HISTORY     - 1986     GOOD             FLDNR
 AS0934
 AS0934                          STATION DESCRIPTION
 AS0934
 AS0934'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0934'14.95 MI SW FROM PORT ST JOE.
 AS0934'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0934'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0934'COUNTY ROAD C-30E, GO 5.65 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0934'THE MARK BEARS 19.6 FEET EAST-NORTHEAST OF THE CENTERLINE OF C-30E, 8
 AS0934'FEET NORTH-NORTHWEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY LEADING
 AS0934'WEST, 38.7 FEET WEST-NORTHWEST OF POWER POLE 5-25316, 165 FEET
 AS0934'SOUTH-SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING EAST AND 19
 AS0934'FEET WEST-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0933 ***********************************************************************
 AS0933  DESIGNATION -  51 83 B 29
 AS0933  PID         -  AS0933
 AS0933  STATE/COUNTY-  FL/GULF
 AS0933  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0933
 AS0933                         *CURRENT SURVEY CONTROL
 AS0933  ___________________________________________________________________
 AS0933* NAD 83(1986)-  29 41 15.     (N)    085 22 15.     (W)     SCALED    
 AS0933* NAVD 88     -         3.566  (meters)      11.70   (feet)  ADJUSTED  
 AS0933  ___________________________________________________________________
 AS0933  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0933  DYNAMIC HT  -           3.561 (meters)      11.68  (feet)  COMP
 AS0933  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 AS0933
 AS0933  VERT ORDER  -  SECOND    CLASS I
 AS0933
 AS0933.The horizontal coordinates were scaled from a topographic map and have
 AS0933.an estimated accuracy of +/- 6 seconds.
 AS0933
 AS0933.The orthometric height was determined by differential leveling
 AS0933.and adjusted by the National Geodetic Survey in September 1996..
 AS0933
 AS0933.The geoid height was determined by GEOID03.
 AS0933
 AS0933.The dynamic height is computed by dividing the NAVD 88
 AS0933.geopotential number by the normal gravity value computed on the
 AS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0933.degrees latitude (g = 980.6199 gals.).
 AS0933
 AS0933.The modeled gravity was interpolated from observed gravity values.
 AS0933
 AS0933;                    North         East    Units  Estimated Accuracy
 AS0933;SPC FL N     -    76,530.      515,720.      MT  (+/- 180 meters Scaled)
 AS0933
 AS0933                          SUPERSEDED SURVEY CONTROL
 AS0933
 AS0933.No superseded survey control is available for this station.
 AS0933
 AS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT576852(NAD 83)
 AS0933_MARKER: DB = BENCH MARK DISK
 AS0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0933_SP_SET: CONCRETE POST
 AS0933_STAMPING: 51 83 B 29
 AS0933_MARK LOGO: FLDNR 
 AS0933_PROJECTION: RECESSED 10 CENTIMETERS
 AS0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0933+STABILITY: SURFACE MOTION
 AS0933
 AS0933  HISTORY     - Date     Condition        Report By
 AS0933  HISTORY     - 1983     MONUMENTED       FLDT
 AS0933  HISTORY     - 1986     GOOD             FLDNR
 AS0933
 AS0933                          STATION DESCRIPTION
 AS0933
 AS0933'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0933'13.9 MI SW FROM PORT ST JOE.
 AS0933'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0933'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0933'COUNTY ROAD C-30E, GO 4.6 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0933'THE MARK BEARS 60 FEET WEST-SOUTHWEST OF THE CENTERLINE OF C-30E, 211
 AS0933'FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY LEADING SOUTHWEST, 73
 AS0933'FEET SOUTH-SOUTHEAST OF TELEPHONE JUNCTION BOX B23, AND 4.2 FEET
 AS0933'EAST-NORTHEAST OF A WITNESS POST.
 AS0933'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0931 ***********************************************************************
 AS0931  DESIGNATION -  51 83 B 30
 AS0931  PID         -  AS0931
 AS0931  STATE/COUNTY-  FL/GULF
 AS0931  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0931
 AS0931                         *CURRENT SURVEY CONTROL
 AS0931  ___________________________________________________________________
 AS0931* NAD 83(1986)-  29 41 05.     (N)    085 22 03.     (W)     SCALED    
 AS0931* NAVD 88     -         3.123  (meters)      10.25   (feet)  ADJUSTED  
 AS0931  ___________________________________________________________________
 AS0931  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0931  DYNAMIC HT  -           3.119 (meters)      10.23  (feet)  COMP
 AS0931  MODELED GRAV-     979,291.4   (mgal)                       NAVD 88
 AS0931
 AS0931  VERT ORDER  -  SECOND    CLASS I
 AS0931
 AS0931.The horizontal coordinates were scaled from a topographic map and have
 AS0931.an estimated accuracy of +/- 6 seconds.
 AS0931
 AS0931.The orthometric height was determined by differential leveling
 AS0931.and adjusted by the National Geodetic Survey in September 1996..
 AS0931
 AS0931.The geoid height was determined by GEOID03.
 AS0931
 AS0931.The dynamic height is computed by dividing the NAVD 88
 AS0931.geopotential number by the normal gravity value computed on the
 AS0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0931.degrees latitude (g = 980.6199 gals.).
 AS0931
 AS0931.The modeled gravity was interpolated from observed gravity values.
 AS0931
 AS0931;                    North         East    Units  Estimated Accuracy
 AS0931;SPC FL N     -    76,220.      516,040.      MT  (+/- 180 meters Scaled)
 AS0931
 AS0931                          SUPERSEDED SURVEY CONTROL
 AS0931
 AS0931.No superseded survey control is available for this station.
 AS0931
 AS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT579849(NAD 83)
 AS0931_MARKER: DB = BENCH MARK DISK
 AS0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0931_SP_SET: CONCRETE POST
 AS0931_STAMPING: 51 83 B 30
 AS0931_MARK LOGO: FLDNR 
 AS0931_PROJECTION: FLUSH
 AS0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0931+STABILITY: SURFACE MOTION
 AS0931
 AS0931  HISTORY     - Date     Condition        Report By
 AS0931  HISTORY     - 1983     MONUMENTED       FLDT
 AS0931  HISTORY     - 1986     GOOD             FLDNR
 AS0931
 AS0931                          STATION DESCRIPTION
 AS0931
 AS0931'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0931'13.6 MI SW FROM PORT ST JOE.
 AS0931'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0931'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0931'COUNTY ROAD C-30E, GO 4.3 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0931'THE MARK BEARS 52 FEET EAST-NORTHEAST OF THE CENTERLINE OF C-30E,
 AS0931'11.8 FEET NORTHWEST OF A 6-INCH DIAMETER PINE TREE, 129 FEET
 AS0931'SOUTHEAST OF POWER POLE 57Y2884R, 2 FEET EAST-SOUTHEAST OF A
 AS0931'HURRICANE FENCE, AND 2.8 FEET WEST-SOUTHWEST OF A WITNESS POST.  THE
 AS0931'MARK SHOULD BE ADDED TO TIDE STATION 872 8949.
 AS0931'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0927 ***********************************************************************
 AS0927  DESIGNATION -  51 83 B 31
 AS0927  PID         -  AS0927
 AS0927  STATE/COUNTY-  FL/GULF
 AS0927  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0927
 AS0927                         *CURRENT SURVEY CONTROL
 AS0927  ___________________________________________________________________
 AS0927* NAD 83(1986)-  29 40 39.     (N)    085 21 55.     (W)     SCALED    
 AS0927* NAVD 88     -         2.915  (meters)       9.56   (feet)  ADJUSTED  
 AS0927  ___________________________________________________________________
 AS0927  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AS0927  DYNAMIC HT  -           2.911 (meters)       9.55  (feet)  COMP
 AS0927  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 AS0927
 AS0927  VERT ORDER  -  SECOND    CLASS I
 AS0927
 AS0927.The horizontal coordinates were scaled from a topographic map and have
 AS0927.an estimated accuracy of +/- 6 seconds.
 AS0927
 AS0927.The orthometric height was determined by differential leveling
 AS0927.and adjusted by the National Geodetic Survey in September 1996..
 AS0927
 AS0927.The geoid height was determined by GEOID03.
 AS0927
 AS0927.The dynamic height is computed by dividing the NAVD 88
 AS0927.geopotential number by the normal gravity value computed on the
 AS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0927.degrees latitude (g = 980.6199 gals.).
 AS0927
 AS0927.The modeled gravity was interpolated from observed gravity values.
 AS0927
 AS0927;                    North         East    Units  Estimated Accuracy
 AS0927;SPC FL N     -    75,420.      516,250.      MT  (+/- 180 meters Scaled)
 AS0927
 AS0927                          SUPERSEDED SURVEY CONTROL
 AS0927
 AS0927.No superseded survey control is available for this station.
 AS0927
 AS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT581841(NAD 83)
 AS0927_MARKER: DB = BENCH MARK DISK
 AS0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0927_SP_SET: CONCRETE POST
 AS0927_STAMPING: 51 83 B31
 AS0927_MARK LOGO: FLDNR 
 AS0927_PROJECTION: RECESSED 8 CENTIMETERS
 AS0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0927+STABILITY: SURFACE MOTION
 AS0927
 AS0927  HISTORY     - Date     Condition        Report By
 AS0927  HISTORY     - 1983     MONUMENTED       FLDT
 AS0927  HISTORY     - 1986     GOOD             FLDNR
 AS0927
 AS0927                          STATION DESCRIPTION
 AS0927
 AS0927'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0927'13.1 MI SW FROM PORT ST JOE.
 AS0927'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0927'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0927'COUNTY ROAD C-30E, GO 3.8 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0927'THE MARK BEARS 63.8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 62
 AS0927'FEET SOUTHEAST OF THE CENTERLINE OF A SAND DRIVE TO THE BEACH, 19.3
 AS0927'FEET SOUTHWEST OF A GUY POLE, AND 5.6 FEET NORTHEAST OF A WITNESS
 AS0927'POST.
 AS0927'THE MARK IS 4 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0926 ***********************************************************************
 AS0926  DESIGNATION -  51 83 B 31 C
 AS0926  PID         -  AS0926
 AS0926  STATE/COUNTY-  FL/GULF
 AS0926  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0926
 AS0926                         *CURRENT SURVEY CONTROL
 AS0926  ___________________________________________________________________
 AS0926* NAD 83(1986)-  29 40 19.     (N)    085 21 07.     (W)     SCALED    
 AS0926* NAVD 88     -         1.949  (meters)       6.39   (feet)  ADJUSTED  
 AS0926  ___________________________________________________________________
 AS0926  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0926  DYNAMIC HT  -           1.947 (meters)       6.39  (feet)  COMP
 AS0926  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 AS0926
 AS0926  VERT ORDER  -  SECOND    CLASS I
 AS0926
 AS0926.The horizontal coordinates were scaled from a topographic map and have
 AS0926.an estimated accuracy of +/- 6 seconds.
 AS0926
 AS0926.The orthometric height was determined by differential leveling
 AS0926.and adjusted by the National Geodetic Survey in September 1996..
 AS0926
 AS0926.The geoid height was determined by GEOID03.
 AS0926
 AS0926.The dynamic height is computed by dividing the NAVD 88
 AS0926.geopotential number by the normal gravity value computed on the
 AS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0926.degrees latitude (g = 980.6199 gals.).
 AS0926
 AS0926.The modeled gravity was interpolated from observed gravity values.
 AS0926
 AS0926;                    North         East    Units  Estimated Accuracy
 AS0926;SPC FL N     -    74,790.      517,530.      MT  (+/- 180 meters Scaled)
 AS0926
 AS0926                          SUPERSEDED SURVEY CONTROL
 AS0926
 AS0926.No superseded survey control is available for this station.
 AS0926
 AS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT594835(NAD 83)
 AS0926_MARKER: DB = BENCH MARK DISK
 AS0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0926_SP_SET: CONCRETE POST
 AS0926_STAMPING: 51 83 B31C
 AS0926_MARK LOGO: FLDNR 
 AS0926_PROJECTION: RECESSED 3 CENTIMETERS
 AS0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0926+STABILITY: SURFACE MOTION
 AS0926
 AS0926  HISTORY     - Date     Condition        Report By
 AS0926  HISTORY     - 1983     MONUMENTED       FLDT
 AS0926  HISTORY     - 1986     GOOD             FLDNR
 AS0926
 AS0926                          STATION DESCRIPTION
 AS0926
 AS0926'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0926'12.2 MI SW FROM PORT ST JOE.
 AS0926'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0926'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0926'COUNTY ROAD C-30E, GO 2.9 MILES WEST ON C-30E TO THE MARK.  THE MARK
 AS0926'BEARS 0.1 MILE NORTHWEST OF THE ROAD TO THE CAPE SAN BLAS LIGHTHOUSE,
 AS0926'28 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF C-30E, 93.4 FEET
 AS0926'NORTHWEST OF A GUY POLE, 111 FEET WEST-SOUTHWEST OF POWER POLE
 AS0926'57Y2852R, AND 18.5 FEET NORTH-NORTHEAST OF A WITNESS POST.
 AS0926'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0522 ***********************************************************************
 AS0522  DESIGNATION -  51 83 B42
 AS0522  PID         -  AS0522
 AS0522  STATE/COUNTY-  FL/GULF
 AS0522  USGS QUAD   -  INDIAN PASS (1982)
 AS0522
 AS0522                         *CURRENT SURVEY CONTROL
 AS0522  ___________________________________________________________________
 AS0522* NAD 83(1986)-  29 40 51.     (N)    085 14 08.     (W)     SCALED    
 AS0522* NAVD 88     -         2.014  (meters)       6.61   (feet)  ADJUSTED  
 AS0522  ___________________________________________________________________
 AS0522  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0522  DYNAMIC HT  -           2.011 (meters)       6.60  (feet)  COMP
 AS0522  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AS0522
 AS0522  VERT ORDER  -  SECOND    CLASS I
 AS0522
 AS0522.The horizontal coordinates were scaled from a topographic map and have
 AS0522.an estimated accuracy of +/- 6 seconds.
 AS0522
 AS0522.The orthometric height was determined by differential leveling
 AS0522.and adjusted by the National Geodetic Survey in June 1991..
 AS0522
 AS0522.The geoid height was determined by GEOID03.
 AS0522
 AS0522.The dynamic height is computed by dividing the NAVD 88
 AS0522.geopotential number by the normal gravity value computed on the
 AS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0522.degrees latitude (g = 980.6199 gals.).
 AS0522
 AS0522.The modeled gravity was interpolated from observed gravity values.
 AS0522
 AS0522;                    North         East    Units  Estimated Accuracy
 AS0522;SPC FL N     -    75,700.      528,810.      MT  (+/- 180 meters Scaled)
 AS0522
 AS0522                          SUPERSEDED SURVEY CONTROL
 AS0522
 AS0522.No superseded survey control is available for this station.
 AS0522
 AS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT707847(NAD 83)
 AS0522_MARKER: DB = BENCH MARK DISK
 AS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0522_SP_SET: CONCRETE POST
 AS0522_STAMPING: 51 83 B42
 AS0522_MARK LOGO: FLDNR 
 AS0522_PROJECTION: RECESSED 15 CENTIMETERS
 AS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0522+STABILITY: SURFACE MOTION
 AS0522
 AS0522  HISTORY     - Date     Condition        Report By
 AS0522  HISTORY     - 1983     MONUMENTED       FLDT
 AS0522  HISTORY     - 1987     GOOD             FLDNR
 AS0522  HISTORY     - 19970409 GOOD             USPSQD
 AS0522
 AS0522                          STATION DESCRIPTION
 AS0522
 AS0522'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0522'15.4 MI WSW FROM APALACHICOLA.
 AS0522'BEGIN AT THE JUNCTION OF COUTNY ROAD C-30 AND COUTNY ROAD C-30 B AT
 AS0522'INDIAN PASS, GO 2.0 MILES SOUTH AND EAST ALONG COUNTY ROAD C-30 B TO
 AS0522'THE MARK.  THE MARK BEARS 16.7 FEET NORTH OF THE CENTERLINE OF COUNTY
 AS0522'ROAD C-30 B, 2.0 FEET WEST OF THE EXTENDED CENTERLINE OF A
 AS0522'NORTH-SOUTH ROAD, 44.1 FEET EAST-SOUTHEAST OF 51 83 B42 REF MK 1 AND
 AS0522'68.6 FEET NORTH-NORTHEAST OF K 339 1977.  THE MARK IS LOCATED ON
 AS0522'INDIAN PENINSULA.
 AS0522'THE MARK IS 12 FT  S FROM A WITNESS POST.
 AS0522'THE MARK IS 1 FT BELOW ROAD.
 AS0522
 AS0522                          STATION RECOVERY (1997)
 AS0522
 AS0522'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0523 ***********************************************************************
 AS0523  DESIGNATION -  51 83 B44 RM 1
 AS0523  PID         -  AS0523
 AS0523  STATE/COUNTY-  FL/GULF
 AS0523  USGS QUAD   -  INDIAN PASS (1982)
 AS0523
 AS0523                         *CURRENT SURVEY CONTROL
 AS0523  ___________________________________________________________________
 AS0523* NAD 83(1986)-  29 41 01.     (N)    085 13 17.     (W)     SCALED    
 AS0523* NAVD 88     -         1.036  (meters)       3.40   (feet)  ADJUSTED  
 AS0523  ___________________________________________________________________
 AS0523  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AS0523  DYNAMIC HT  -           1.035 (meters)       3.40  (feet)  COMP
 AS0523  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 AS0523
 AS0523  VERT ORDER  -  SECOND    CLASS I
 AS0523
 AS0523.The horizontal coordinates were scaled from a topographic map and have
 AS0523.an estimated accuracy of +/- 6 seconds.
 AS0523
 AS0523.The orthometric height was determined by differential leveling
 AS0523.and adjusted by the National Geodetic Survey in June 1991..
 AS0523
 AS0523.The geoid height was determined by GEOID03.
 AS0523
 AS0523.The dynamic height is computed by dividing the NAVD 88
 AS0523.geopotential number by the normal gravity value computed on the
 AS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0523.degrees latitude (g = 980.6199 gals.).
 AS0523
 AS0523.The modeled gravity was interpolated from observed gravity values.
 AS0523
 AS0523;                    North         East    Units  Estimated Accuracy
 AS0523;SPC FL N     -    76,000.      530,180.      MT  (+/- 180 meters Scaled)
 AS0523
 AS0523                          SUPERSEDED SURVEY CONTROL
 AS0523
 AS0523.No superseded survey control is available for this station.
 AS0523
 AS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT720850(NAD 83)
 AS0523_MARKER: DB = BENCH MARK DISK
 AS0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0523_SP_SET: BOAT RAMP BULKHEAD
 AS0523_STAMPING: 51 83 B44 REF MK 1
 AS0523_MARK LOGO: FLDNR 
 AS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0523+STABILITY: SURFACE MOTION
 AS0523
 AS0523  HISTORY     - Date     Condition        Report By
 AS0523  HISTORY     - 1983     MONUMENTED       FLDT
 AS0523  HISTORY     - 1987     GOOD             FLDNR
 AS0523  HISTORY     - 19970409 MARK NOT FOUND   USPSQD
 AS0523
 AS0523                          STATION DESCRIPTION
 AS0523
 AS0523'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0523'14.5 MI WSW FROM APALACHICOLA.
 AS0523'BEGIN AT INDIAN PASS, GO 3.05 MILES SOUTH AND EAST ALONG COUNTY ROAD
 AS0523'C-30 B TO ITS END AND THE MARK.  THE MARK IS LOCATED AT INDIAN PASS
 AS0523'INLET ON INDIAN PENINSULA.  THE MARK IS SET IN THE TOP OF THE WEST
 AS0523'CORNER OF THE BULKHEAD FOR THE BOAT RAMP.  THE MARK BEARS 5.0 FEET
 AS0523'SOUTHEAST OF THE NORTHWEST END OF THE BULKHEAD, AND 16.0 FEET
 AS0523'SOUTHEAST OF THE CENTERLINE OF THE BOAT RAMP, AND ABOUT 0.7 FOOT
 AS0523'ABOVE THE BOAT RAMP.
 AS0523
 AS0523                          STATION RECOVERY (1997)
 AS0523
 AS0523'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6647 ***********************************************************************
 DE6647  DESIGNATION -  51 CMP
 DE6647  PID         -  DE6647
 DE6647  STATE/COUNTY-  FL/UNION
 DE6647  USGS QUAD   -  RAIFORD (1984)
 DE6647
 DE6647                         *CURRENT SURVEY CONTROL
 DE6647  ___________________________________________________________________
 DE6647* NAD 83(1986)-  30 06 58.     (N)    082 12 14.     (W)     SCALED    
 DE6647* NAVD 88     -        43.676  (meters)     143.29   (feet)  ADJUSTED  
 DE6647  ___________________________________________________________________
 DE6647  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DE6647  DYNAMIC HT  -          43.618 (meters)     143.10  (feet)  COMP
 DE6647  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 DE6647
 DE6647  VERT ORDER  -  SECOND    CLASS I
 DE6647
 DE6647.The horizontal coordinates were scaled from a topographic map and have
 DE6647.an estimated accuracy of +/- 6 seconds.
 DE6647
 DE6647.The orthometric height was determined by differential leveling
 DE6647.and adjusted by the National Geodetic Survey in July 2004..
 DE6647.No vertical observational check was made to the station.
 DE6647
 DE6647.The geoid height was determined by GEOID03.
 DE6647
 DE6647.The dynamic height is computed by dividing the NAVD 88
 DE6647.geopotential number by the normal gravity value computed on the
 DE6647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6647.degrees latitude (g = 980.6199 gals.).
 DE6647
 DE6647.The modeled gravity was interpolated from observed gravity values.
 DE6647
 DE6647;                    North         East    Units  Estimated Accuracy
 DE6647;SPC FL N     -   125,950.      821,260.      MT  (+/- 180 meters Scaled)
 DE6647
 DE6647                          SUPERSEDED SURVEY CONTROL
 DE6647
 DE6647.No superseded survey control is available for this station.
 DE6647
 DE6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP840322(NAD 83)
 DE6647_MARKER: DB = BENCH MARK DISK
 DE6647_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6647_STAMPING: 51 CMP 1970
 DE6647_MARK LOGO: USGS  
 DE6647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6647+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6647
 DE6647  HISTORY     - Date     Condition        Report By
 DE6647  HISTORY     - 1970     MONUMENTED       USGS
 DE6647  HISTORY     - 19920208 GOOD             NGS
 DE6647
 DE6647                          STATION DESCRIPTION
 DE6647
 DE6647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6647'THE MARK IS ABOUT 4.8 MI (7.7 KM) NORTHEAST OF RAIFORD IN SECTION 28,
 DE6647'T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6647'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6647'ROAD CR-125 FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DE6647'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6647'LOCATED 38.5 FT (11.7 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DE6647'CR-125, 18.0 FT (5.5 M) WEST OF A CHAIN LINK FENCE, 9.5 FT (2.9 M)
 DE6647'WEST OF THE APPROXIMATE CENTERLINE OF A PRIVATE DRIVEWAY, 3.0 FT (0.9
 DE6647'M) NORTHWEST OF THE FENCE CORNER AND 1.3 FT (0.4 M) SOUTH OF A METAL
 DE6647'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7654 ***********************************************************************
 AD7654  DESIGNATION -  51 EEB USGS 1956
 AD7654  PID         -  AD7654
 AD7654  STATE/COUNTY-  FL/HENDRY
 AD7654  USGS QUAD   -  ALVA SE (1973)
 AD7654
 AD7654                         *CURRENT SURVEY CONTROL
 AD7654  ___________________________________________________________________
 AD7654* NAD 83(1990)-  26 36 02.41244(N)    081 31 03.21094(W)     ADJUSTED  
 AD7654* NAVD 88     -         8.62   (+/-2cm)      28.3    (feet)  VERTCON   
 AD7654  ___________________________________________________________________
 AD7654  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AD7654  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AD7654
 AD7654  HORZ ORDER  -  SECOND
 AD7654  VERT ORDER  -  THIRD ? (See Below)
 AD7654
 AD7654.The horizontal coordinates were established by classical geodetic methods
 AD7654.and adjusted by the National Geodetic Survey in May 1991..
 AD7654
 AD7654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7654.The vertical order pertains to the NGVD 29 superseded value.
 AD7654
 AD7654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7654
 AD7654.The geoid height was determined by GEOID03.
 AD7654
 AD7654;                    North         East     Units Scale Factor Converg.
 AD7654;SPC FL E     -   251,264.999   148,452.181   MT  0.99997397   -0 13 54.3
 AD7654;SPC FL E     -   824,358.58    487,046.86   sFT  0.99997397   -0 13 54.3
 AD7654;SPC FL W     -   251,251.331   248,050.165   MT  0.99996967   +0 12 57.7
 AD7654;SPC FL W     -   824,313.74    813,811.25   sFT  0.99996967   +0 12 57.7
 AD7654;UTM  17      - 2,942,311.250   448,469.768   MT  0.99963278   -0 13 54.3
 AD7654
 AD7654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7654!SPC FL E     -   1.00000249  x   0.99997397  =   0.99997646
 AD7654!SPC FL W     -   1.00000249  x   0.99996967  =   0.99997216
 AD7654!UTM  17      -   1.00000249  x   0.99963278  =   0.99963527
 AD7654
 AD7654                          SUPERSEDED SURVEY CONTROL
 AD7654
 AD7654  NAD 83(1986)-  26 36 02.41253(N)    081 31 03.22479(W) AD(       ) 2
 AD7654  NAD 27      -  26 36 01.15212(N)    081 31 03.93843(W) AD(       ) 2
 AD7654  NGVD 29 (07/19/86)    9.00   (m)           29.5    (f) LEVELING    3  
 AD7654
 AD7654.Superseded values are not recommended for survey control.
 AD7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7654.See file dsdata.txt to determine how the superseded data were derived.
 AD7654
 AD7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4847042311(NAD 83)
 AD7654_MARKER: DB = BENCH MARK DISK
 AD7654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD7654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7654+STABILITY: SURFACE MOTION
 AD7654
 AD7654  HISTORY     - Date     Condition        Report By
 AD7654  HISTORY     - 1956     MONUMENTED       USGS
 AD7654
 AD7654                          STATION DESCRIPTION
 AD7654
 AD7654'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (RHT)
 AD7654'THE STATION IS LOCATED ABOUT 13 MILES SOUTH SOUTHEAST OF LA BELLE
 AD7654'AND ABOUT 14 MILES NORTH NORTHWEST OF IMMOKALEE.  IT IS 1 FOOT
 AD7654'SOUTH OF A FENCE AND 40 FEET EAST OF A FENCE CORNER.  THE DISK IS
 AD7654'A STANDARD USGS BENCH MARK SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 AD7654'POST THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED 51 EEB
 AD7654'1952.  TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AD7654'TOWNSEND AND THE DISTANCE IS 78.05 FEET 23.791 METERS.
 AD7654'
 AD7654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND 80
 AD7654'IN LA BELLE AT THE NORTHWEST CORNER OF COURTHOUSE, GO SOUTH ON
 AD7654'STATE HIGHWAY 29 FOR 11.65 MILES TO A SIDE ROAD RIGHT, THIS IS
 AD7654'JUST SOUTH OF A CONCRETE BRIDGE.  TURN RIGHT AND GO WEST ON A
 AD7654'GRADED ROAD FOR 2.85 MILES TO A DIM TRACK ROAD ON RIGHT, THIS IS
 AD7654'JUST BEFORE THE MAIN ROAD TURNS AND GOES SOUTH.  TURN RIGHT ON
 AD7654'DIM TRACK ROAD AND GO NORTH FOR 0.15 MILE TO A SAND ROAD.  TURN
 AD7654'LEFT ON SAND ROAD AND GO WESTERLY FOR 1.1 MILES TO GATE, AND
 AD7654'CORRAL ON THE LEFT ABOUT 100 YARDS.  CONTINUE WESTERLY ON TRACK
 AD7654'ROAD FOR 0.7 MILE TO A WINDMILL ON RIGHT, CONTINUE WESTERLY AND
 AD7654'THEN NORTHERLY ON TRACK ROAD FOR 0.8 MILE TO A CATTLE
 AD7654'FEEDER ON RIGHT AND AZIMUTH MARK.  FROM HERE PICK WAY NORTHERLY
 AD7654'AND THEN WESTERLY FOR 0.25 MILE TO STATION AND THE NORTHWEST
 AD7654'CORNER OF PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5121 ***********************************************************************
 AB5121  DESIGNATION -  51 JAS
 AB5121  PID         -  AB5121
 AB5121  STATE/COUNTY-  FL/MARION
 AB5121  USGS QUAD   -  LAKE WEIR (1993)
 AB5121
 AB5121                         *CURRENT SURVEY CONTROL
 AB5121  ___________________________________________________________________
 AB5121* NAD 83(1986)-  29 03 33.     (N)    081 54 49.     (W)     SCALED    
 AB5121* NAVD 88     -        29.487  (meters)      96.74   (feet)  ADJUSTED  
 AB5121  ___________________________________________________________________
 AB5121  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AB5121  DYNAMIC HT  -          29.445 (meters)      96.60  (feet)  COMP
 AB5121  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 AB5121
 AB5121  VERT ORDER  -  SECOND    CLASS I
 AB5121
 AB5121.The horizontal coordinates were scaled from a topographic map and have
 AB5121.an estimated accuracy of +/- 6 seconds.
 AB5121
 AB5121.The orthometric height was determined by differential leveling
 AB5121.and adjusted by the National Geodetic Survey in September 1996..
 AB5121
 AB5121.The geoid height was determined by GEOID03.
 AB5121
 AB5121.The dynamic height is computed by dividing the NAVD 88
 AB5121.geopotential number by the normal gravity value computed on the
 AB5121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5121.degrees latitude (g = 980.6199 gals.).
 AB5121
 AB5121.The modeled gravity was interpolated from observed gravity values.
 AB5121
 AB5121;                    North         East    Units  Estimated Accuracy
 AB5121;SPC FL W     -   523,590.      208,410.      MT  (+/- 180 meters Scaled)
 AB5121
 AB5121                          SUPERSEDED SURVEY CONTROL
 AB5121
 AB5121.No superseded survey control is available for this station.
 AB5121
 AB5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN110148(NAD 83)
 AB5121_MARKER: DB = BENCH MARK DISK
 AB5121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5121_SP_SET: CULVERT HEADWALL
 AB5121_STAMPING: 51 JAS
 AB5121_MARK LOGO: CGS   
 AB5121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5121+STABILITY: SURFACE MOTION
 AB5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5121+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 AB5121
 AB5121  HISTORY     - Date     Condition        Report By
 AB5121  HISTORY     - 1966     MONUMENTED       CGS
 AB5121  HISTORY     - 19931228 GOOD             FLDEP
 AB5121  HISTORY     - 20030709 GOOD             FLDEP
 AB5121  HISTORY     - 20040731 GOOD             USPSQD
 AB5121
 AB5121                          STATION DESCRIPTION
 AB5121
 AB5121'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5121'THE MARK IS ABOUT 14.1 MI (22.7 KM) SOUTHEAST OF SILVER SPRINGS, 1.4
 AB5121'MI (2.3 KM) NORTHEAST OF OKLAWAHA, 2.5 MI (4.0 KM) SOUTHWEST OF MOSS
 AB5121'BLUFF IN SECTION 33, TOWNSHIP 16 SOUTH, RANGE 24 EAST.  TO REACH THE
 AB5121'MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN
 AB5121'OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 1.75 MI (2.82 KM) TO THE
 AB5121'MARK ON THE LEFT, SET IN TOP OF THE HEADWALL OF A CONCRETE BOX CULVERT
 AB5121'LEVEL WITH COUNTY ROAD 464C.  LOCATED 16.4 FT (5.0 M) SOUTH OF THE
 AB5121'APPROXIMATE CENTERLINE OF COUNTY ROAD 464C, 3.7 FT (1.1 M) SOUTHWEST
 AB5121'OF THE NORTHEAST END OF THE HEADWALL AND 0.8 FT (24.4 CM) NORTHEAST OF
 AB5121'THE SOUTHWEST END OF THE HEADWALL.
 AB5121
 AB5121                          STATION RECOVERY (2003)
 AB5121
 AB5121'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5121'RECOVERED AS DESCRIBED. NOT LEVELED TO THIS DATE OCT 21, 2003.
 AB5121
 AB5121                          STATION RECOVERY (2004)
 AB5121
 AB5121'RECOVERY NOTE BY US POWER SQUADRON 2004 (LTL)
 AB5121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0151 ***********************************************************************
 BE0151  DESIGNATION -  51 WSM USGS
 BE0151  PID         -  BE0151
 BE0151  STATE/COUNTY-  FL/JACKSON
 BE0151  USGS QUAD   -  SILLS (1994)
 BE0151
 BE0151                         *CURRENT SURVEY CONTROL
 BE0151  ___________________________________________________________________
 BE0151* NAD 83(1986)-  30 52 45.     (N)    085 17 45.     (W)     SCALED    
 BE0151* NAVD 88     -        33.446  (meters)     109.73   (feet)  ADJUSTED  
 BE0151  ___________________________________________________________________
 BE0151  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BE0151  DYNAMIC HT  -          33.403 (meters)     109.59  (feet)  COMP
 BE0151  MODELED GRAV-     979,363.4   (mgal)                       NAVD 88
 BE0151
 BE0151  VERT ORDER  -  SECOND    CLASS 0
 BE0151
 BE0151.The horizontal coordinates were scaled from a topographic map and have
 BE0151.an estimated accuracy of +/- 6 seconds.
 BE0151
 BE0151.The orthometric height was determined by differential leveling
 BE0151.and adjusted by the National Geodetic Survey in June 1991..
 BE0151
 BE0151.The geoid height was determined by GEOID03.
 BE0151
 BE0151.The dynamic height is computed by dividing the NAVD 88
 BE0151.geopotential number by the normal gravity value computed on the
 BE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0151.degrees latitude (g = 980.6199 gals.).
 BE0151
 BE0151.The modeled gravity was interpolated from observed gravity values.
 BE0151
 BE0151;                    North         East    Units  Estimated Accuracy
 BE0151;SPC FL N     -   208,570.      523,900.      MT  (+/- 180 meters Scaled)
 BE0151
 BE0151                          SUPERSEDED SURVEY CONTROL
 BE0151
 BE0151  NGVD 29 (??/??/92)   33.564  (m)          110.12   (f) ADJ UNCH    2 0
 BE0151
 BE0151.Superseded values are not recommended for survey control.
 BE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0151.See file dsdata.txt to determine how the superseded data were derived.
 BE0151
 BE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV629174(NAD 83)
 BE0151_MARKER: DD = SURVEY DISK
 BE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0151_STAMPING: 51 WSM 1948 110
 BE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0151+STABILITY: SURFACE MOTION
 BE0151
 BE0151  HISTORY     - Date     Condition        Report By
 BE0151  HISTORY     - 1948     MONUMENTED       USGS
 BE0151  HISTORY     - 1964     GOOD             NGS
 BE0151  HISTORY     - 19910508 GOOD             USPSQD
 BE0151  HISTORY     - 20010331 GOOD             NGS
 BE0151  HISTORY     - 20010331 GOOD             NGS
 BE0151  HISTORY     - 20010331 GOOD             NGS
 BE0151
 BE0151                          STATION DESCRIPTION
 BE0151
 BE0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BE0151'9.3 MI SE FROM CAMPBELLTON.
 BE0151'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK
 BE0151'AT CAMPBELLTON, THENCE 4.4 MILES EAST ALONG STATE ROAD 162,
 BE0151'0.55 MILE EAST OF PLEASANT GROVE CHURCH, 75 FEET NORTH OF THE
 BE0151'CENTER OF THE ROAD, 14 FEET SOUTH OF A 14-INCH OAK TREE, 12 FEET
 BE0151'SOUTHEAST OF A 28-INCH OAK TREE AND 1 FOOT NORTH OF A WITNESS
 BE0151'SIGN.  A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 BE0151'POST PROJECTING 5 INCHES.
 BE0151
 BE0151                          STATION RECOVERY (1991)
 BE0151
 BE0151'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0151'RECOVERED IN GOOD CONDITION.
 BE0151
 BE0151                          STATION RECOVERY (2001)
 BE0151
 BE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0151
 BE0151                          STATION RECOVERY (2001)
 BE0151
 BE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0151
 BE0151                          STATION RECOVERY (2001)
 BE0151
 BE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4817 ***********************************************************************
 AC4817  DESIGNATION -  5127 274 9242
 AC4817  PID         -  AC4817
 AC4817  STATE/COUNTY-  FL/COLLIER
 AC4817  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC4817
 AC4817                         *CURRENT SURVEY CONTROL
 AC4817  ___________________________________________________________________
 AC4817* NAD 83(1999)-  25 59 53.87800(N)    081 35 53.10739(W)     ADJUSTED  
 AC4817* NAVD 88     -         1.084  (meters)       3.56   (feet)  ADJUSTED  
 AC4817  ___________________________________________________________________
 AC4817  X           -     838,178.129 (meters)                     COMP
 AC4817  Y           -  -5,674,818.990 (meters)                     COMP
 AC4817  Z           -   2,778,882.823 (meters)                     COMP
 AC4817  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AC4817  ELLIP HEIGHT-         -22.33  (meters)          (05/31/01) GPS OBS
 AC4817  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AC4817  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 AC4817  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AC4817
 AC4817  HORZ ORDER  -  FIRST
 AC4817  VERT ORDER  -  FIRST     CLASS II
 AC4817  ELLP ORDER  -  FOURTH    CLASS I
 AC4817
 AC4817.The horizontal coordinates were established by GPS observations
 AC4817.and adjusted by the National Geodetic Survey in May 2001..
 AC4817
 AC4817.The orthometric height was determined by differential leveling
 AC4817.and adjusted by the National Geodetic Survey in March 2002..
 AC4817
 AC4817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4817
 AC4817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4817
 AC4817.The ellipsoidal height was determined by GPS observations
 AC4817.and is referenced to NAD 83.
 AC4817
 AC4817.The geoid height was determined by GEOID03.
 AC4817
 AC4817.The dynamic height is computed by dividing the NAVD 88
 AC4817.geopotential number by the normal gravity value computed on the
 AC4817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4817.degrees latitude (g = 980.6199 gals.).
 AC4817
 AC4817.The modeled gravity was interpolated from observed gravity values.
 AC4817
 AC4817;                    North         East     Units Scale Factor Converg.
 AC4817;SPC FL E     -   184,563.449   140,123.044   MT  0.99998543   -0 15 43.8
 AC4817;SPC FL E     -   605,521.92    459,720.35   sFT  0.99998543   -0 15 43.8
 AC4817;UTM  17      - 2,875,632.459   440,143.474   MT  0.99964424   -0 15 43.8
 AC4817
 AC4817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4817!SPC FL E     -   1.00000351  x   0.99998543  =   0.99998894
 AC4817!UTM  17      -   1.00000351  x   0.99964424  =   0.99964775
 AC4817
 AC4817                          SUPERSEDED SURVEY CONTROL
 AC4817
 AC4817  NAD 83(1990)-  25 59 53.87602(N)    081 35 53.10724(W) AD(       ) 1
 AC4817  ELLIP H (08/02/93)  -22.39   (m)                       GP(       ) 4 1
 AC4817  NAVD 88 (12/12/02)    1.08   (m)            3.5    (f) LEVELING    3  
 AC4817
 AC4817.Superseded values are not recommended for survey control.
 AC4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4817.See file dsdata.txt to determine how the superseded data were derived.
 AC4817
 AC4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4014375632(NAD 83)
 AC4817_MARKER: DD = SURVEY DISK
 AC4817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4817_SP_SET: CONCRETE POST
 AC4817_STAMPING: 5127 274 9242 1992
 AC4817_MARK LOGO: DENI  
 AC4817_PROJECTION: RECESSED 20 CENTIMETERS
 AC4817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4817+STABILITY: SURFACE MOTION
 AC4817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4817+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC4817
 AC4817  HISTORY     - Date     Condition        Report By
 AC4817  HISTORY     - 1992     MONUMENTED       DENI
 AC4817  HISTORY     - 20010711 GOOD             LDBLS
 AC4817  HISTORY     - 2002     GOOD             MAPTEC
 AC4817
 AC4817                          STATION DESCRIPTION
 AC4817
 AC4817'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4817'STATION IS LOCATED IN SEC. 27, TWP 51S, RGE 27E, 6 MI (9.7 KM)
 AC4817'NORTHWEST OF PORT OF THE ISLANDS, 0.45 MI (0.72 KM) NORTHWEST OF THE
 AC4817'JUNCTION OF U.S.HIGHWAY 41 AND CO.ROAD 92 AT ROYAL PALM HAMMOCK,
 AC4817'SOUTHEAST OF THE SOUTHEAST END OF A U.S.HIGHWAY 41 BRIDGE BR-37
 AC4817'030037 OVER A CANAL, IN THE SOUTHERLY RIGHT OF WAY OF U.S.HWY 41.
 AC4817'STATION IS 25.8 FT (7.9 M) SOUTHWEST OF THE CENTERLINE OF U.S. HWY 41,
 AC4817'20.9 FT (6.4 M) SOUTHEAST OF THE SOUTH CORNER OF THE SOUTHEAST END OF
 AC4817'THE SOUTHWEST CONCRETE RAIL OF THE BRIDGE, 52.6 FT (16.0 M) SOUTH OF
 AC4817'THE SOUTH CORNER OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE RAIL
 AC4817'OF THE BRIDGE, 2.1 FT (0.6 M) SOUTH OF A WITNESS POST, ON THE
 AC4817'SOUTHWEST SIDE OF A METAL GUARDRAIL.
 AC4817'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY DISK SET IN
 AC4817'TOP OF 8 INCH ROUND CONCRETE MONUMENT, 10 INCHES BELOW GROUND LEVEL.
 AC4817
 AC4817                          STATION RECOVERY (2001)
 AC4817
 AC4817'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC4817'THE MARK IS ABOUT 24.2 KM (15.05 MI) SOUTHEAST OF NAPLES IN SECTION
 AC4817'27,
 AC4817'TOWNSHIP 51 SOUTH, RANGE 27 EAST COLLIER COUNTY, FLORIDA. OWNERSHIP -
 AC4817'FLORIDA
 AC4817'DEPARTMENT OF TRANSPORTATION
 AC4817' 
 AC4817'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4817'COUNTY
 AC4817'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 (11.1
 AC4817'KM) (6.9
 AC4817'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC4817'SOUTHEAST ON
 AC4817'U.S. HIGHWAY 41 12.4 KM (7.73 MI) TO THE SOUTHEAST END OF BRIDGE
 AC4817'NUMBER 030037
 AC4817'AND THE MARK ON THE RIGHT. ALSO FROM THE JUNCTION OF U.S. HIGHWAY 41
 AC4817'AND COUNTY
 AC4817'ROAD 92 GO NORTHWEST ON U.S. HIGHWAY 41 0.7 KM (0.45 MI) TO THE MARK
 AC4817'ON THE
 AC4817'LEFT.
 AC4817' 
 AC4817'THE MARK IS 7.83 M (25.7 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4817'HIGHWAY 41,
 AC4817'6.34 M (20.8 FT) SOUTHEAST OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 AC4817'030037,
 AC4817'AND 1.10 M (3.6 FT) SOUTHWEST OF A STEEL GUARDRAIL. THE MARK IS A DISK
 AC4817'SET
 AC4817'FLUSH IN THE TOP OF A CONCRETE MONUMENT, RECESSED 20 CM (0.67 FT)
 AC4817'BELOW THE
 AC4817'LEVEL OF THE GROUND AND ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL OF U.S.
 AC4817'HIGHWAY
 AC4817'41.
 AC4817' 
 AC4817'NOTE - A MAGNET WAS BURIED 6 CM (0.2 FT) DEEP IN SOUTH EDGE OF THE
 AC4817'CONCRETE
 AC4817'MONUMENT, ABOUT 0.15 M (0.5 FT) SOUTHWEST OF THE MARK.
 AC4817' 
 AC4817' 
 AC4817'
 AC4817
 AC4817                          STATION RECOVERY (2002)
 AC4817
 AC4817'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4817'THE MARK IS ABOUT 24.2 KM (15.05 MI) SOUTHEAST OF NAPLES IN SECTION
 AC4817'27,
 AC4817'TOWNSHIP 51 SOUTH, RANGE 27 EAST COLLIER COUNTY, FLORIDA. OWNERSHIP -
 AC4817'FLORIDA
 AC4817'DEPARTMENT OF TRANSPORTATION
 AC4817' 
 AC4817'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4817'COUNTY
 AC4817'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 (11.1
 AC4817'KM) (6.9
 AC4817'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC4817'SOUTHEAST ON
 AC4817'U.S. HIGHWAY 41 12.4 KM (7.73 MI) TO THE SOUTHEAST END OF BRIDGE
 AC4817'NUMBER 030037
 AC4817'AND THE MARK ON THE RIGHT. ALSO FROM THE JUNCTION OF U.S. HIGHWAY 41
 AC4817'AND COUNTY
 AC4817'ROAD 92 GO NORTHWEST ON U.S. HIGHWAY 41 0.7 KM (0.45 MI) TO THE MARK
 AC4817'ON THE
 AC4817'LEFT.
 AC4817' 
 AC4817'THE MARK IS 7.83 M (25.7 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4817'HIGHWAY 41,
 AC4817'6.34 M (20.8 FT) SOUTHEAST OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 AC4817'030037,
 AC4817'AND 1.10 M (3.6 FT) SOUTHWEST OF A STEEL GUARDRAIL. THE MARK IS A DISK
 AC4817'SET
 AC4817'FLUSH IN THE TOP OF A CONCRETE MONUMENT, RECESSED 20 CM (0.67 FT)
 AC4817'BELOW THE
 AC4817'LEVEL OF THE GROUND AND ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL OF U.S.
 AC4817'HIGHWAY
 AC4817'41.
 AC4817' 
 AC4817'NOTE - A MAGNET WAS BURIED 6 CM (0.2 FT) DEEP IN SOUTH EDGE OF THE
 AC4817'CONCRETE
 AC4817'MONUMENT, ABOUT 0.15 M (0.5 FT) SOUTHWEST OF THE MARK.
 AC4817' 
 AC4817' 
 AC4817'STATION RECOVERY (2002)
 AC4817'STATION RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC4817'RECOVERED AS DESCRIBED.
 AC4817' 
 AC4817'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8642 ***********************************************************************
 AD8642  DESIGNATION -  5128 022 9252
 AD8642  PID         -  AD8642
 AD8642  STATE/COUNTY-  FL/COLLIER
 AD8642  USGS QUAD   -  DEEP LAKE SW (1973)
 AD8642
 AD8642                         *CURRENT SURVEY CONTROL
 AD8642  ___________________________________________________________________
 AD8642* NAD 83(1999)-  26 03 19.49820(N)    081 28 43.71422(W)     ADJUSTED  
 AD8642* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 AD8642  ___________________________________________________________________
 AD8642  X           -     849,578.557 (meters)                     COMP
 AD8642  Y           -  -5,670,316.410 (meters)                     COMP
 AD8642  Z           -   2,784,569.231 (meters)                     COMP
 AD8642  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AD8642  ELLIP HEIGHT-         -21.70  (meters)          (05/31/01) GPS OBS
 AD8642  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AD8642
 AD8642  HORZ ORDER  -  FIRST
 AD8642  ELLP ORDER  -  FOURTH    CLASS I
 AD8642
 AD8642.The horizontal coordinates were established by GPS observations
 AD8642.and adjusted by the National Geodetic Survey in May 2001..
 AD8642
 AD8642.The orthometric height was determined by GPS observations and a
 AD8642.high-resolution geoid model.
 AD8642
 AD8642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8642
 AD8642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8642
 AD8642.The ellipsoidal height was determined by GPS observations
 AD8642.and is referenced to NAD 83.
 AD8642
 AD8642.The geoid height was determined by GEOID03.
 AD8642
 AD8642;                    North         East     Units Scale Factor Converg.
 AD8642;SPC FL E     -   190,841.891   152,087.674   MT  0.99996951   -0 12 37.1
 AD8642;SPC FL E     -   626,120.44    498,974.31   sFT  0.99996951   -0 12 37.1
 AD8642;UTM  17      - 2,881,908.758   452,104.021   MT  0.99962832   -0 12 37.1
 AD8642
 AD8642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8642!SPC FL E     -   1.00000341  x   0.99996951  =   0.99997292
 AD8642!UTM  17      -   1.00000341  x   0.99962832  =   0.99963173
 AD8642
 AD8642                          SUPERSEDED SURVEY CONTROL
 AD8642
 AD8642  NAD 83(1990)-  26 03 19.49598(N)    081 28 43.71394(W) AD(       ) 1
 AD8642  ELLIP H (08/02/93)  -21.74   (m)                       GP(       ) 4 1
 AD8642
 AD8642.Superseded values are not recommended for survey control.
 AD8642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8642.See file dsdata.txt to determine how the superseded data were derived.
 AD8642
 AD8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5210481909(NAD 83)
 AD8642_MARKER: DD = SURVEY DISK
 AD8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8642_SP_SET: CONCRETE POST
 AD8642_STAMPING: 5128-022 9252 1992
 AD8642_MARK LOGO: DENI  
 AD8642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8642+STABILITY: SURFACE MOTION
 AD8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8642+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 AD8642
 AD8642  HISTORY     - Date     Condition        Report By
 AD8642  HISTORY     - 1992     MONUMENTED       DENI
 AD8642  HISTORY     - 20041122 GOOD             INDIV
 AD8642
 AD8642                          STATION DESCRIPTION
 AD8642
 AD8642'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8642'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.2, TWP 51S, RGE
 AD8642'28E, 20.6 MI (33.2 KM) SOUTHEAST OF NAPLES. TO REACH FROM THE
 AD8642'JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM) EAST OF
 AD8642'NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN GATE
 AD8642'BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN SOUTH
 AD8642'FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF I-75/STATE
 AD8642'ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH 6.8 MI (10.9 KM) TO 100TH
 AD8642'AVE/STEWART BLVD, THEN EAST FOR 3.9 MI (6.3 KM) TO PATTERSON BLVD AND
 AD8642'STATION IN THE SOUTHEAST QUADRANT OF INTERSECTION.
 AD8642'STATION IS 18.7 FT (5.7 M) EAST OF CENTERLINE OF PATTERSON BLVD, 22.8
 AD8642'FT (6.9 M) SOUTH OF CENTERLINE OF STEWART BLVD, 28.7 FT (8.7 M)
 AD8642'SOUTHEAST OF CENTERLINE INTERSECTION.
 AD8642'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8642'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW GROUND
 AD8642'LEVEL. VANDAL HAMMER DAMAGE TO DISK, WITNESS POST NOT SET.
 AD8642
 AD8642                          STATION RECOVERY (2004)
 AD8642
 AD8642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8642'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8643 ***********************************************************************
 AD8643  HT_MOD      -  This is a Height Modernization Survey Station.
 AD8643  DESIGNATION -  5128 062 9248
 AD8643  PID         -  AD8643
 AD8643  STATE/COUNTY-  FL/COLLIER
 AD8643  USGS QUAD   -  BELLE MEADE SE (1973)
 AD8643
 AD8643                         *CURRENT SURVEY CONTROL
 AD8643  ___________________________________________________________________
 AD8643* NAD 83(1999)-  26 03 16.39139(N)    081 32 31.18294(W)     ADJUSTED  
 AD8643* NAVD 88     -         1.62   (meters)       5.3    (feet)  GPS OBS   
 AD8643  ___________________________________________________________________
 AD8643  X           -     843,330.963 (meters)                     COMP
 AD8643  Y           -  -5,671,291.193 (meters)                     COMP
 AD8643  Z           -   2,784,483.227 (meters)                     COMP
 AD8643  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AD8643  ELLIP HEIGHT-         -21.95  (meters)          (05/31/01) GPS OBS
 AD8643  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AD8643
 AD8643  HORZ ORDER  -  FIRST
 AD8643  ELLP ORDER  -  FOURTH    CLASS I
 AD8643
 AD8643.The horizontal coordinates were established by GPS observations
 AD8643.and adjusted by the National Geodetic Survey in May 2001..
 AD8643
 AD8643.The orthometric height was determined by GPS observations and a
 AD8643.high-resolution geoid model using precise GPS observation and
 AD8643.processing techniques.
 AD8643
 AD8643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8643
 AD8643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8643
 AD8643.The ellipsoidal height was determined by GPS observations
 AD8643.and is referenced to NAD 83.
 AD8643
 AD8643.The geoid height was determined by GEOID03.
 AD8643
 AD8643;                    North         East     Units Scale Factor Converg.
 AD8643;SPC FL E     -   190,771.024   145,764.450   MT  0.99997748   -0 14 17.0
 AD8643;SPC FL E     -   625,887.93    478,228.87   sFT  0.99997748   -0 14 17.0
 AD8643;UTM  17      - 2,881,837.915   445,782.955   MT  0.99963629   -0 14 17.0
 AD8643
 AD8643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8643!SPC FL E     -   1.00000345  x   0.99997748  =   0.99998093
 AD8643!UTM  17      -   1.00000345  x   0.99963629  =   0.99963974
 AD8643
 AD8643                          SUPERSEDED SURVEY CONTROL
 AD8643
 AD8643  NAD 83(1990)-  26 03 16.38934(N)    081 32 31.18285(W) AD(       ) 1
 AD8643  ELLIP H (08/02/93)  -22.01   (m)                       GP(       ) 4 1
 AD8643
 AD8643.Superseded values are not recommended for survey control.
 AD8643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8643.See file dsdata.txt to determine how the superseded data were derived.
 AD8643
 AD8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4578381838(NAD 83)
 AD8643_MARKER: DD = SURVEY DISK
 AD8643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8643_SP_SET: CONCRETE POST
 AD8643_STAMPING: 5128-062 9248 1992
 AD8643_MARK LOGO: DENI  
 AD8643_PROJECTION: RECESSED 5 CENTIMETERS
 AD8643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8643+STABILITY: SURFACE MOTION
 AD8643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8643+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 AD8643
 AD8643  HISTORY     - Date     Condition        Report By
 AD8643  HISTORY     - 1992     MONUMENTED       DENI
 AD8643  HISTORY     - 20040123 GOOD             FLDEP
 AD8643  HISTORY     - 20041110 GOOD             INDIV
 AD8643
 AD8643                          STATION DESCRIPTION
 AD8643
 AD8643'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8643'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.6, TWP 51S, RGE
 AD8643'28E, 16.8 MI (27.0 KM) SOUTHEAST OF NAPLES.  TO REACH FROM THE
 AD8643'JUNCTION OF I-75/STATE ROUTE 84 AND CO.ROAD 951, EXIT 15, 6.8 MI
 AD8643'(10.9 KM) EAST OF NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI
 AD8643'(7.6 KM) TO GOLDEN GATE BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO
 AD8643'EVERGLADES BLVD, THEN SOUTH FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO
 AD8643'THE OVERPASS OF I-75/STATE ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH
 AD8643'6.8 MI (10.9 KM) TO 100TH AVE AND THE STATION IN THE SOUTHEAST
 AD8643'QUADRANT OF THE INTERSECTION.
 AD8643'STATION IS 22.8 FT (6.9 M) EAST OF THE CENTERLINE OF EVERGLADES BLVD,
 AD8643'26.3 FEET SOUTH OF THE CENTERLINE OF 100TH AVE, 35.4 FT (10.8 M)
 AD8643'SOUTHEAST OF THE CENTERLINE INTERSECTION.
 AD8643'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8643'SET IN TOP OF 9 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8643'LEVEL. VANDAL HAMMER DAMAGE TO DISK, WITNESS POST NOT SET.
 AD8643
 AD8643                          STATION RECOVERY (2004)
 AD8643
 AD8643'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AD8643'THE MARK IS ABOUT 16.0 MI SOUTHEAST OF NAPLES, IN SECTION 6, TOWNSHIP
 AD8643'51 SOUTH, RANGE 28  EAST.
 AD8643' 
 AD8643'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY
 AD8643'ROAD 951 (EXIT 101,  COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO
 AD8643'NORTH ON COUNTY ROAD 951 (COLLIER  BOULEVARD) FOR 3.6 MI TO THE
 AD8643'JUNCTION OF COUNTY ROAD 896 (PINE RIDGE ROAD) ON THE LEFT  AND WHITE
 AD8643'BOULEVARD ON THE RIGHT, CONTINUE NORTH ON COUNTY ROAD 951 (COLLIER
 AD8643'BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF GOLDEN GATE BOULEVARD (COUNTY
 AD8643'ROAD 876) ON THE  RIGHT, TURN RIGHT ON GOLDEN GATE BOULEVARD (COUNTY
 AD8643'ROAD 876) AND GO EAST FOR 5.0 MI TO  THE INTERSECTION OF WILSON
 AD8643'BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD  (COUNTY ROAD 876)
 AD8643'FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT
 AD8643'ON EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF
 AD8643'INTERSTATE 75,  CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 6.8 MI TO
 AD8643'THE INTERSECTION OF 100TH AVENUE  SE AND THE MARK ON THE LEFT, AN
 AD8643'ALUMINUM DISK SET IN THE TOP OF A ROUND CONCRETE  MONUMENT RECESSED
 AD8643'0.2 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF
 AD8643'EVERGLADES BOULEVARD.
 AD8643' 
 AD8643'LOCATED 26.3 FT SOUTH OF THE APPROXIMATE CENTERLINE OF 100TH AVENUE
 AD8643'SE, 22.8 FT EAST OF  THE APPROXIMATE CENTERLINE OF EVERGLADES
 AD8643'BOULEVARD, 3.0 FT NORTH OF A STOP SIGN AND 2.8  FT WEST OF A CARSONITE
 AD8643'WITNESS POST.
 AD8643
 AD8643                          STATION RECOVERY (2004)
 AD8643
 AD8643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8643'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8644 ***********************************************************************
 AD8644  DESIGNATION -  5128 232 9250
 AD8644  PID         -  AD8644
 AD8644  STATE/COUNTY-  FL/COLLIER
 AD8644  USGS QUAD   -  DEEP LAKE SW (1973)
 AD8644
 AD8644                         *CURRENT SURVEY CONTROL
 AD8644  ___________________________________________________________________
 AD8644* NAD 83(1999)-  26 00 28.11338(N)    081 28 41.58546(W)     ADJUSTED  
 AD8644* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 AD8644  ___________________________________________________________________
 AD8644  X           -     849,980.022 (meters)                     COMP
 AD8644  Y           -  -5,672,596.384 (meters)                     COMP
 AD8644  Z           -   2,779,829.817 (meters)                     COMP
 AD8644  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AD8644  ELLIP HEIGHT-         -22.16  (meters)          (05/31/01) GPS OBS
 AD8644  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AD8644
 AD8644  HORZ ORDER  -  FIRST
 AD8644  ELLP ORDER  -  FOURTH    CLASS I
 AD8644
 AD8644.The horizontal coordinates were established by GPS observations
 AD8644.and adjusted by the National Geodetic Survey in May 2001..
 AD8644
 AD8644.The orthometric height was determined by GPS observations and a
 AD8644.high-resolution geoid model.
 AD8644
 AD8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8644
 AD8644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8644
 AD8644.The ellipsoidal height was determined by GPS observations
 AD8644.and is referenced to NAD 83.
 AD8644
 AD8644.The geoid height was determined by GEOID03.
 AD8644
 AD8644;                    North         East     Units Scale Factor Converg.
 AD8644;SPC FL E     -   185,567.575   152,127.526   MT  0.99996946   -0 12 34.9
 AD8644;SPC FL E     -   608,816.29    499,105.06   sFT  0.99996946   -0 12 34.9
 AD8644;UTM  17      - 2,876,636.242   452,143.860   MT  0.99962828   -0 12 34.9
 AD8644
 AD8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8644!SPC FL E     -   1.00000348  x   0.99996946  =   0.99997294
 AD8644!UTM  17      -   1.00000348  x   0.99962828  =   0.99963176
 AD8644
 AD8644                          SUPERSEDED SURVEY CONTROL
 AD8644
 AD8644  NAD 83(1990)-  26 00 28.11107(N)    081 28 41.58546(W) AD(       ) 1
 AD8644  ELLIP H (08/02/93)  -22.25   (m)                       GP(       ) 4 1
 AD8644
 AD8644.Superseded values are not recommended for survey control.
 AD8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8644.See file dsdata.txt to determine how the superseded data were derived.
 AD8644
 AD8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5214476636(NAD 83)
 AD8644_MARKER: DD = SURVEY DISK
 AD8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8644_SP_SET: CONCRETE POST
 AD8644_STAMPING: 5128-232 9250 1992
 AD8644_MARK LOGO: DENI  
 AD8644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8644+STABILITY: SURFACE MOTION
 AD8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8644+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8644
 AD8644  HISTORY     - Date     Condition        Report By
 AD8644  HISTORY     - 1992     MONUMENTED       DENI
 AD8644
 AD8644                          STATION DESCRIPTION
 AD8644
 AD8644'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8644'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.23, TWP 51S, RGE
 AD8644'28E, 21.8 MI (35.1 KM) SOUTHEAST OF NAPLES. TO REACH FROM THE
 AD8644'JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM) EAST OF
 AD8644'NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN GATE
 AD8644'BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN SOUTH
 AD8644'FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF I-75/STATE
 AD8644'ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH 6.8 MI (10.9 KM) TO 100TH
 AD8644'AVE/STEWART BLVD, THEN EAST FOR 3.9 MI (6.3 KM) TO PATTERSON BLVD,
 AD8644'THEN SOUTH FOR 3.25 MI (5.23 KM) TO A GRAVEL ROAD AND STATION IN THE
 AD8644'SOUTHWEST QUADRANT OF INTERSECTION (PATTERSON ROAD TERMINATES,
 AD8644'PAVEMENT ENDS).
 AD8644'STATION IS 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF PATTERSON BLVD
 AD8644'PRODUCED, 24.1 FT (7.3 M) SOUTH OF THE SOUTH END OF PATTERSON BLVD
 AD8644'PAVEMENT, 9.0 FT (2.7 M) SOUTH OF THE CENTERLINE PRODUCED OF THE
 AD8644'GRAVEL ROAD TO WEST, 14.6 FT (4.5 M) SOUTH OF THE CENTERLINE PRODUCED
 AD8644'OF THE GRAVEL ROAD TO EAST.
 AD8644'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8644'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8644'LEVEL. NO WITNESS POST SET DUE TO VANDALISM IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8645 ***********************************************************************
 AD8645  HT_MOD      -  This is a Height Modernization Survey Station.
 AD8645  DESIGNATION -  5128 301 9249
 AD8645  PID         -  AD8645
 AD8645  STATE/COUNTY-  FL/COLLIER
 AD8645  USGS QUAD   -  BELLE MEADE SE (1973)
 AD8645
 AD8645                         *CURRENT SURVEY CONTROL
 AD8645  ___________________________________________________________________
 AD8645* NAD 83(1999)-  26 00 12.86267(N)    081 32 29.08578(W)     ADJUSTED  
 AD8645* NAVD 88     -         1.10   (meters)       3.6    (feet)  GPS OBS   
 AD8645  ___________________________________________________________________
 AD8645  X           -     843,753.142 (meters)                     COMP
 AD8645  Y           -  -5,673,733.779 (meters)                     COMP
 AD8645  Z           -   2,779,407.913 (meters)                     COMP
 AD8645  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AD8645  ELLIP HEIGHT-         -22.37  (meters)          (05/31/01) GPS OBS
 AD8645  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AD8645
 AD8645  HORZ ORDER  -  FIRST
 AD8645  ELLP ORDER  -  FOURTH    CLASS I
 AD8645
 AD8645.The horizontal coordinates were established by GPS observations
 AD8645.and adjusted by the National Geodetic Survey in May 2001..
 AD8645
 AD8645.The orthometric height was determined by GPS observations and a
 AD8645.high-resolution geoid model using precise GPS observation and
 AD8645.processing techniques.
 AD8645
 AD8645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8645
 AD8645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8645
 AD8645.The ellipsoidal height was determined by GPS observations
 AD8645.and is referenced to NAD 83.
 AD8645
 AD8645.The geoid height was determined by GEOID03.
 AD8645
 AD8645;                    North         East     Units Scale Factor Converg.
 AD8645;SPC FL E     -   185,122.941   145,799.324   MT  0.99997744   -0 14 14.6
 AD8645;SPC FL E     -   607,357.52    478,343.28   sFT  0.99997744   -0 14 14.6
 AD8645;UTM  17      - 2,876,191.760   445,817.817   MT  0.99963625   -0 14 14.6
 AD8645
 AD8645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8645!SPC FL E     -   1.00000351  x   0.99997744  =   0.99998095
 AD8645!UTM  17      -   1.00000351  x   0.99963625  =   0.99963976
 AD8645
 AD8645                          SUPERSEDED SURVEY CONTROL
 AD8645
 AD8645  NAD 83(1990)-  26 00 12.86047(N)    081 32 29.08578(W) AD(       ) 1
 AD8645  ELLIP H (08/02/93)  -22.46   (m)                       GP(       ) 4 1
 AD8645
 AD8645.Superseded values are not recommended for survey control.
 AD8645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8645.See file dsdata.txt to determine how the superseded data were derived.
 AD8645
 AD8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4581876192(NAD 83)
 AD8645_MARKER: DD = SURVEY DISK
 AD8645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8645_SP_SET: CONCRETE POST
 AD8645_STAMPING: 5128-301 9249 1992
 AD8645_MARK LOGO: DENI  
 AD8645_PROJECTION: RECESSED 10 CENTIMETERS
 AD8645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8645+STABILITY: SURFACE MOTION
 AD8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8645+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AD8645
 AD8645  HISTORY     - Date     Condition        Report By
 AD8645  HISTORY     - 1992     MONUMENTED       DENI
 AD8645  HISTORY     - 20040123 GOOD             FLDEP
 AD8645  HISTORY     - 20041118 GOOD             INDIV
 AD8645
 AD8645                          STATION DESCRIPTION
 AD8645
 AD8645'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8645'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.30, TWP 51S, RGE
 AD8645'28E, 18.5 MI (29.8 KM) SOUTHEAST OF NAPLES.  TO REACH FROM THE
 AD8645'JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM) EAST OF
 AD8645'NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN GATE
 AD8645'BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN SOUTH
 AD8645'FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF I-75/STATE
 AD8645'ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH 10.3 MI (16.6 KM) TO LYNCH
 AD8645'BLVD AND STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AD8645'STATION IS 26.6 FT (8.1 M) WEST OF THE CENTERLINE OF EVERGLADES BLVD,
 AD8645'31.0 FEET SOUTH OF THE CENTERLINE OF LYNCH BLVD, 41.0 FEET SOUTHWEST
 AD8645'OF THE CENTERLINE INTERSECTION.
 AD8645'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8645'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8645'LEVEL. NO WITNESS POST SET DUE TO VANDALISM IN AREA.
 AD8645
 AD8645                          STATION RECOVERY (2004)
 AD8645
 AD8645'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AD8645'THE MARK IS ABOUT 16.0 MI SOUTHEAST OF NAPLES, IN SECTION 30, TOWNSHIP
 AD8645'51 SOUTH, RANGE 28  EAST.
 AD8645' 
 AD8645'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY
 AD8645'ROAD 951 (EXIT 101,  COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO
 AD8645'NORTH ON COUNTY ROAD 951 (COLLIER  BOULEVARD) FOR 3.6 MI TO THE
 AD8645'JUNCTION OF COUNTY ROAD 896 (PINE RIDGE ROAD) ON THE LEFT  AND WHITE
 AD8645'BOULEVARD ON THE RIGHT, CONTINUE NORTH ON COUNTY ROAD 951 (COLLIER
 AD8645'BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF GOLDEN GATE BOULEVARD (COUNTY
 AD8645'ROAD 876) ON THE  RIGHT, TURN RIGHT ON GOLDEN GATE BOULEVARD (COUNTY
 AD8645'ROAD 876) AND GO EAST FOR 5.0 MI TO  THE INTERSECTION OF WILSON
 AD8645'BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD  (COUNTY ROAD 876)
 AD8645'FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT
 AD8645'ON EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF
 AD8645'INTERSTATE 75,  CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 10.3 MI TO
 AD8645'THE INTERSECTION OF LYNCH  BOULEVARD AND THE MARK ON THE RIGHT, AN
 AD8645'ALUMINUM DISK SET IN THE TOP OF A ROUND  CONCRETE MONUMENT RECESSED
 AD8645'0.4 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.8 FT  BELOW THE LEVEL
 AD8645'OF EVERGLADES BOULEVARD.
 AD8645' 
 AD8645'LOCATED 50.2 FT NORTH OF A DEAD END SIGN ON THE WEST SIDE OF
 AD8645'EVERGLADES BOULEVARD, 31.0  FT SOUTH OF THE APPROXIMATE CENTERLINE OF
 AD8645'LYNCH BOULEVARD, 26.6 FT WEST OF THE  APPROXIMATE CENTERLINE OF
 AD8645'EVERGLADES BOULEVARD AND 6.7 FT SOUTH-SOUTHEAST OF A STOP  SIGN.
 AD8645
 AD8645                          STATION RECOVERY (2004)
 AD8645
 AD8645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8645'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8646 ***********************************************************************
 AD8646  DESIGNATION -  5129 212 9251
 AD8646  PID         -  AD8646
 AD8646  STATE/COUNTY-  FL/COLLIER
 AD8646  USGS QUAD   -  DEEP LAKE SW (1973)
 AD8646
 AD8646                         *CURRENT SURVEY CONTROL
 AD8646  ___________________________________________________________________
 AD8646* NAD 83(1999)-  26 00 26.68882(N)    081 24 40.20051(W)     ADJUSTED  
 AD8646* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 AD8646  ___________________________________________________________________
 AD8646  X           -     856,620.851 (meters)                     COMP
 AD8646  Y           -  -5,671,617.390 (meters)                     COMP
 AD8646  Z           -   2,779,790.706 (meters)                     COMP
 AD8646  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AD8646  ELLIP HEIGHT-         -21.50  (meters)          (05/31/01) GPS OBS
 AD8646  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD8646
 AD8646  HORZ ORDER  -  FIRST
 AD8646  ELLP ORDER  -  FOURTH    CLASS I
 AD8646
 AD8646.The horizontal coordinates were established by GPS observations
 AD8646.and adjusted by the National Geodetic Survey in May 2001..
 AD8646
 AD8646.The orthometric height was determined by GPS observations and a
 AD8646.high-resolution geoid model.
 AD8646
 AD8646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8646
 AD8646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8646
 AD8646.The ellipsoidal height was determined by GPS observations
 AD8646.and is referenced to NAD 83.
 AD8646
 AD8646.The geoid height was determined by GEOID03.
 AD8646
 AD8646;                    North         East     Units Scale Factor Converg.
 AD8646;SPC FL E     -   185,500.892   158,839.705   MT  0.99996209   -0 10 49.1
 AD8646;SPC FL E     -   608,597.51    521,126.60   sFT  0.99996209   -0 10 49.1
 AD8646;UTM  17      - 2,876,569.582   458,853.749   MT  0.99962090   -0 10 49.1
 AD8646
 AD8646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8646!SPC FL E     -   1.00000338  x   0.99996209  =   0.99996547
 AD8646!UTM  17      -   1.00000338  x   0.99962090  =   0.99962428
 AD8646
 AD8646                          SUPERSEDED SURVEY CONTROL
 AD8646
 AD8646  NAD 83(1990)-  26 00 26.68635(N)    081 24 40.19983(W) AD(       ) 1
 AD8646
 AD8646.Superseded values are not recommended for survey control.
 AD8646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8646.See file dsdata.txt to determine how the superseded data were derived.
 AD8646
 AD8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5885476570(NAD 83)
 AD8646_MARKER: DD = SURVEY DISK
 AD8646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8646_SP_SET: CONCRETE POST
 AD8646_STAMPING: 5129-212 9251 1992
 AD8646_MARK LOGO: DENI  
 AD8646_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AD8646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8646+STABILITY: SURFACE MOTION
 AD8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8646+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8646
 AD8646  HISTORY     - Date     Condition        Report By
 AD8646  HISTORY     - 1992     MONUMENTED       DENI
 AD8646
 AD8646                          STATION DESCRIPTION
 AD8646
 AD8646'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8646'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.21, TWP 51S, RGE
 AD8646'29E, 25.6 MI (41.2 KM) SOUTHEAST OF NAPLES, 5.5 MI (8.9 KM) NORTHWEST
 AD8646'OF COPELAND, IN THE FAKAHATCHEE STRAND STATE PRESERVE. TO REACH FROM
 AD8646'THE JUNCTION OF U.S.HIGHWAY 41/TAMIAMI TRAIL AND STATE ROUTE 29, GO
 AD8646'NORTH ON STATE ROUTE 29 FOR 2.5 MI (4.0 KM) TO CO.ROAD 837 IN
 AD8646'COPELAND, THEN WESTERLY AND SOUTHWESTERLY FOR 0.25 MI (0.40 KM) TO
 AD8646'JAMES MEMORIAL SCENIC DRIVE (GRAVEL), THEN NORTHERLY FOR 2.5 MI
 AD8646'(4.0 KM) , WEST FOR 2.6 MI (4.2 KM) , AND NORTH FOR 1.8 MI (2.9 KM)
 AD8646'ALONG JAMES MEMORIAL SCENIC DRIVE TO A MOWED CLEARING AND THE STATION
 AD8646'ON THE RIGHT.
 AD8646'STATION IS 14.7 FT (4.5 M) EAST OF THE CENTER OF JAMES MEMORIAL SCENIC
 AD8646'DR, 113 FT (34.4 M) NORTH OF THE SOUTH EDGE OF CLEARING, 136 FT
 AD8646'(41.5 M) SOUTH OF NORTH EDGE OF CLEARING, 77.5 FT (23.6 M) NORTH
 AD8646'NORTHWEST OF THE EASTMOST OF 2 WOOD POSTS FOR A--FAKAHATCHEE
 AD8646'PRESERVE--SIGN IN THE SOUTHEAST CORNER OF CLEARING, 158.5 FT
 AD8646'(48.3 M) SOUTH SOUTHWEST OF THE NORTHWESTERLY GATEPOST AT THE
 AD8646'ENTRANCE TO A TRAIL AT THE NORTHEAST CORNER OF THE CLEARING, 44 FT
 AD8646'(13.4 M) WEST OF A WITNESS POST AT THE EAST EDGE OF THE CLEARING.
 AD8646'STATION MARK IS A DENI ASSOC 3.25 ALUMINUM GPS SURVEY MARK DISK SET IN
 AD8646'THE TOP OF 8 INCH CONCRETE MONUMENT, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8647 ***********************************************************************
 AD8647  DESIGNATION -  5130 072 9235
 AD8647  PID         -  AD8647
 AD8647  STATE/COUNTY-  FL/COLLIER
 AD8647  USGS QUAD   -  DEEP LAKE (1982)
 AD8647
 AD8647                         *CURRENT SURVEY CONTROL
 AD8647  ___________________________________________________________________
 AD8647* NAD 83(1999)-  26 02 30.44643(N)    081 20 40.15410(W)     ADJUSTED  
 AD8647* NAVD 88     -         3.2    (meters)      10.     (feet)  GPS OBS   
 AD8647  ___________________________________________________________________
 AD8647  X           -     862,969.387 (meters)                     COMP
 AD8647  Y           -  -5,668,965.249 (meters)                     COMP
 AD8647  Z           -   2,783,213.417 (meters)                     COMP
 AD8647  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AD8647  ELLIP HEIGHT-         -20.80  (meters)          (05/31/01) GPS OBS
 AD8647  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AD8647
 AD8647  HORZ ORDER  -  FIRST
 AD8647  ELLP ORDER  -  FOURTH    CLASS I
 AD8647
 AD8647.The horizontal coordinates were established by GPS observations
 AD8647.and adjusted by the National Geodetic Survey in May 2001..
 AD8647
 AD8647.The orthometric height was determined by GPS observations and a
 AD8647.high-resolution geoid model.
 AD8647
 AD8647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8647
 AD8647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8647
 AD8647.The ellipsoidal height was determined by GPS observations
 AD8647.and is referenced to NAD 83.
 AD8647
 AD8647.The geoid height was determined by GEOID03.
 AD8647
 AD8647;                    North         East     Units Scale Factor Converg.
 AD8647;SPC FL E     -   189,289.994   165,524.835   MT  0.99995585   -0 09 04.5
 AD8647;SPC FL E     -   621,028.92    543,059.40   sFT  0.99995585   -0 09 04.5
 AD8647;UTM  17      - 2,880,357.391   465,536.598   MT  0.99961466   -0 09 04.5
 AD8647
 AD8647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8647!SPC FL E     -   1.00000327  x   0.99995585  =   0.99995912
 AD8647!UTM  17      -   1.00000327  x   0.99961466  =   0.99961793
 AD8647
 AD8647                          SUPERSEDED SURVEY CONTROL
 AD8647
 AD8647  NAD 83(1990)-  26 02 30.44396(N)    081 20 40.15293(W) AD(       ) 1
 AD8647  ELLIP H (08/02/93)  -20.77   (m)                       GP(       ) 4 1
 AD8647
 AD8647.Superseded values are not recommended for survey control.
 AD8647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8647.See file dsdata.txt to determine how the superseded data were derived.
 AD8647
 AD8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6553780357(NAD 83)
 AD8647_MARKER: DD = SURVEY DISK
 AD8647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8647_SP_SET: CONCRETE POST
 AD8647_STAMPING: 5130-072 9235 1992
 AD8647_MARK LOGO: DENI  
 AD8647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8647+STABILITY: SURFACE MOTION
 AD8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8647+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8647
 AD8647  HISTORY     - Date     Condition        Report By
 AD8647  HISTORY     - 1992     MONUMENTED       DENI
 AD8647
 AD8647                          STATION DESCRIPTION
 AD8647
 AD8647'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8647'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.7, TWP 51S, RGE
 AD8647'30E, 6.5 MI (10.5 KM) NORTH OF COPELAND, 3 MI (4.8 KM) NORTH OF
 AD8647'JEROME, AT DEEP LAKE, 7.8 MI (12.6 KM) SOUTH OF THE JUNCTION OF
 AD8647'I-75/STATE ROUTE 84 AND STATE ROUTE 29, EXIT 14.
 AD8647'STATION IS 85.0 FT (25.9 M) WEST OF THE CENTERLINE OF STATE ROUTE 29,
 AD8647'86.0 FT (26.2 M) SOUTH OF THE CENTERLINE OF A PAVED DRIVEWAY TO
 AD8647'COPELAND ROAD PRISON NO.27, 91.5 FT (27.9 M) SOUTHEAST OF A CONCRETE
 AD8647'POWER POLE, 10.0 FT (3.0 M) WEST OF A WITNESS POST AT THE WEST EDGE
 AD8647'OF A HEDGEROW.
 AD8647'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8647'SET IN TOP OF 10 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW GROUND
 AD8647'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6648 ***********************************************************************
 DE6648  DESIGNATION -  52 CMP
 DE6648  PID         -  DE6648
 DE6648  STATE/COUNTY-  FL/UNION
 DE6648  USGS QUAD   -  RAIFORD (1984)
 DE6648
 DE6648                         *CURRENT SURVEY CONTROL
 DE6648  ___________________________________________________________________
 DE6648* NAD 83(1986)-  30 06 49.     (N)    082 11 02.     (W)     SCALED    
 DE6648* NAVD 88     -        42.200  (meters)     138.45   (feet)  ADJUSTED  
 DE6648  ___________________________________________________________________
 DE6648  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DE6648  DYNAMIC HT  -          42.144 (meters)     138.27  (feet)  COMP
 DE6648  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 DE6648
 DE6648  VERT ORDER  -  SECOND    CLASS I
 DE6648
 DE6648.The horizontal coordinates were scaled from a topographic map and have
 DE6648.an estimated accuracy of +/- 6 seconds.
 DE6648
 DE6648.The orthometric height was determined by differential leveling
 DE6648.and adjusted by the National Geodetic Survey in July 2004..
 DE6648.No vertical observational check was made to the station.
 DE6648
 DE6648.The geoid height was determined by GEOID03.
 DE6648
 DE6648.The dynamic height is computed by dividing the NAVD 88
 DE6648.geopotential number by the normal gravity value computed on the
 DE6648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6648.degrees latitude (g = 980.6199 gals.).
 DE6648
 DE6648.The modeled gravity was interpolated from observed gravity values.
 DE6648
 DE6648;                    North         East    Units  Estimated Accuracy
 DE6648;SPC FL N     -   125,710.      823,190.      MT  (+/- 180 meters Scaled)
 DE6648
 DE6648                          SUPERSEDED SURVEY CONTROL
 DE6648
 DE6648.No superseded survey control is available for this station.
 DE6648
 DE6648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP859319(NAD 83)
 DE6648_MARKER: DB = BENCH MARK DISK
 DE6648_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6648_STAMPING: 52 CMP 1970
 DE6648_MARK LOGO: USGS  
 DE6648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6648+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6648
 DE6648  HISTORY     - Date     Condition        Report By
 DE6648  HISTORY     - 1970     MONUMENTED       USGS
 DE6648  HISTORY     - 19920208 GOOD             NGS
 DE6648
 DE6648                          STATION DESCRIPTION
 DE6648
 DE6648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6648'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTHEAST OF RAIFORD IN SECTION 34,
 DE6648'T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6648'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6648'ROAD CR-125 FOR 1.8 MI (2.9 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DE6648'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6648'LOCATED 38.5 FT (11.7 M) SOUTH OF THE CENTER LINE OF COUNTY ROAD
 DE6648'CR-125, 30.0 FT (9.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DE6648'PRIVATE DRIVEWAY, 6.4 FT (2.0 M) SOUTHWEST OF A 14-INCH CEDAR TREE,
 DE6648'1.7 FT (0.5 M) NORTH OF A POWER POLE WITH A TRANSFORMER AND TWO GUY
 DE6648'WIRES AND 1.1 FT (0.3 M) SOUTHWEST OF A METAL WITNESS POST. NOTE  THE
 DE6648'MARK HAS BEEN HIT BY A MOWER AND THE DESIGNATION IS HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0245 ***********************************************************************
 BE0245  DESIGNATION -  52 WSM USGS
 BE0245  PID         -  BE0245
 BE0245  STATE/COUNTY-  FL/JACKSON
 BE0245  USGS QUAD   -  COTTONDALE EAST (1994)
 BE0245
 BE0245                         *CURRENT SURVEY CONTROL
 BE0245  ___________________________________________________________________
 BE0245* NAD 83(1986)-  30 51 59.     (N)    085 16 14.     (W)     SCALED    
 BE0245* NAVD 88     -        32.075  (meters)     105.23   (feet)  ADJUSTED  
 BE0245  ___________________________________________________________________
 BE0245  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BE0245  DYNAMIC HT  -          32.034 (meters)     105.10  (feet)  COMP
 BE0245  MODELED GRAV-     979,360.9   (mgal)                       NAVD 88
 BE0245
 BE0245  VERT ORDER  -  SECOND    CLASS 0
 BE0245
 BE0245.The horizontal coordinates were scaled from a topographic map and have
 BE0245.an estimated accuracy of +/- 6 seconds.
 BE0245
 BE0245.The orthometric height was determined by differential leveling
 BE0245.and adjusted by the National Geodetic Survey in June 1991..
 BE0245
 BE0245.The geoid height was determined by GEOID03.
 BE0245
 BE0245.The dynamic height is computed by dividing the NAVD 88
 BE0245.geopotential number by the normal gravity value computed on the
 BE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0245.degrees latitude (g = 980.6199 gals.).
 BE0245
 BE0245.The modeled gravity was interpolated from observed gravity values.
 BE0245
 BE0245;                    North         East    Units  Estimated Accuracy
 BE0245;SPC FL N     -   207,140.      526,310.      MT  (+/- 180 meters Scaled)
 BE0245
 BE0245                          SUPERSEDED SURVEY CONTROL
 BE0245
 BE0245  NGVD 29 (??/??/92)   32.196  (m)          105.63   (f) ADJ UNCH    2 0
 BE0245
 BE0245.Superseded values are not recommended for survey control.
 BE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0245.See file dsdata.txt to determine how the superseded data were derived.
 BE0245
 BE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV653160(NAD 83)
 BE0245_MARKER: DD = SURVEY DISK
 BE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0245_STAMPING: 52 WSM 1948 106
 BE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0245+STABILITY: SURFACE MOTION
 BE0245
 BE0245  HISTORY     - Date     Condition        Report By
 BE0245  HISTORY     - 1948     MONUMENTED       USGS
 BE0245  HISTORY     - 1952     GOOD             NGS
 BE0245  HISTORY     - 1964     MARK NOT FOUND   NGS
 BE0245
 BE0245                          STATION DESCRIPTION
 BE0245
 BE0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0245'7.8 MI W FROM GREENWOOD.
 BE0245'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT
 BE0245'GREENWOOD, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRADED ROAD,
 BE0245'THENCE ABOUT 3.95 MILES WEST ALONG A GRADED ROAD, THENCE ABOUT 0.65
 BE0245'MILE SOUTH ALONG A GRADED ROAD, ABOUT 0.55 MILE NORTHWEST OF A
 BE0245'BRIDGE OVER WADDELLS MILL CREEK, ABOUT 15 YARDS SOUTH OF THE
 BE0245'TOP OF A GRADE, 33 FEET EAST OF CENTER LINE OF ROAD, ABOUT 103
 BE0245'YARDS NORTH OF CENTER OF A CURVE WITH TANGENTS EXTENDING
 BE0245'SOUTHEAST AND NORTH, 9 1/2 FEET EAST OF A FENCE LINE, 58 FEET
 BE0245'WEST OF A 10-INCH CHINABERRY TREE, 1 FOOT WEST OF A WHITE
 BE0245'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 BE0245'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0245
 BE0245                          STATION RECOVERY (1964)
 BE0245
 BE0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4818 ***********************************************************************
 AC4818  DESIGNATION -  5228 091 9241
 AC4818  PID         -  AC4818
 AC4818  STATE/COUNTY-  FL/COLLIER
 AC4818  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC4818
 AC4818                         *CURRENT SURVEY CONTROL
 AC4818  ___________________________________________________________________
 AC4818* NAD 83(1999)-  25 57 33.86755(N)    081 30 44.85835(W)     ADJUSTED  
 AC4818* NAVD 88     -         1.2    (meters)       4.     (feet)  GPS OBS   
 AC4818  ___________________________________________________________________
 AC4818  X           -     846,936.408 (meters)                     COMP
 AC4818  Y           -  -5,675,426.840 (meters)                     COMP
 AC4818  Z           -   2,775,009.513 (meters)                     COMP
 AC4818  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AC4818  ELLIP HEIGHT-         -22.25  (meters)          (05/31/01) GPS OBS
 AC4818  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AC4818
 AC4818  HORZ ORDER  -  FIRST
 AC4818  ELLP ORDER  -  FOURTH    CLASS I
 AC4818
 AC4818.The horizontal coordinates were established by GPS observations
 AC4818.and adjusted by the National Geodetic Survey in May 2001..
 AC4818
 AC4818.The orthometric height was determined by GPS observations and a
 AC4818.high-resolution geoid model.
 AC4818
 AC4818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4818
 AC4818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4818
 AC4818.The ellipsoidal height was determined by GPS observations
 AC4818.and is referenced to NAD 83.
 AC4818
 AC4818.The geoid height was determined by GEOID03.
 AC4818
 AC4818;                    North         East     Units Scale Factor Converg.
 AC4818;SPC FL E     -   180,218.447   148,678.585   MT  0.99997369   -0 13 27.6
 AC4818;SPC FL E     -   591,266.69    487,789.66   sFT  0.99997369   -0 13 27.6
 AC4818;UTM  17      - 2,871,288.939   448,696.096   MT  0.99963250   -0 13 27.6
 AC4818
 AC4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4818!SPC FL E     -   1.00000350  x   0.99997369  =   0.99997719
 AC4818!UTM  17      -   1.00000350  x   0.99963250  =   0.99963599
 AC4818
 AC4818                          SUPERSEDED SURVEY CONTROL
 AC4818
 AC4818  NAD 83(1990)-  25 57 33.86537(N)    081 30 44.85841(W) AD(       ) 1
 AC4818  ELLIP H (08/02/93)  -22.39   (m)                       GP(       ) 4 1
 AC4818
 AC4818.Superseded values are not recommended for survey control.
 AC4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4818.See file dsdata.txt to determine how the superseded data were derived.
 AC4818
 AC4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4869671289(NAD 83)
 AC4818_MARKER: DD = SURVEY DISK
 AC4818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4818_SP_SET: CONCRETE POST
 AC4818_STAMPING: 5228-091 9241 1992
 AC4818_MARK LOGO: DENI  
 AC4818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC4818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4818+STABILITY: SURFACE MOTION
 AC4818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4818+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC4818
 AC4818  HISTORY     - Date     Condition        Report By
 AC4818  HISTORY     - 1992     MONUMENTED       DENI
 AC4818  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC4818
 AC4818                          STATION DESCRIPTION
 AC4818
 AC4818'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4818'STATION IS LOCATED IN THE NORTH HALF OF SEC.9, TWP 52S, RGE 28E, 5.5
 AC4818'MI (8.9 KM) SOUTHEAST OF ROYAL PALM HAMMOCK, AT PORT OF THE ISLANDS,
 AC4818'0.2 MI (0.3 KM) WEST OF THE U.S.HIGHWAY 41/TAMIAMI TRAIL BRIDGE OVER
 AC4818'THE FAKA UNION CANAL, IN THE MEDIAN OF U.S.HIGHWAY 41.
 AC4818'STATION IS 48.1 FT (14.7 M) SOUTH SOUTHWEST OF THE CENTERLINE OF THE
 AC4818'WEST(NORTH)BOUND LANES OF U.S. HWY 41, 50.5 FT (15.4 M) NORTHWEST OF
 AC4818'THE CENTERLINE INTERSECTION OF THE EAST(SOUTH)BOUND LANES OF U.S. HWY
 AC4818'41 AND THE WEST ENTRANCE DRIVE TO THE PORT OF THE ISLANDS HOTEL, 69.5
 AC4818'FT (21.2 M) WEST OF THE NORTH TIP OF A TRIANGULAR GRASS ISLAND IN THE
 AC4818'MEDIAN OF U.S. HWY 41, 23.4 FT (7.1 M) NORTHWEST OF A WITNESS SIGN.
 AC4818'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY DISK SET IN
 AC4818'TOP OF 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW GROUND LEVEL.
 AC4818
 AC4818                          STATION RECOVERY (1999)
 AC4818
 AC4818'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4819 ***********************************************************************
 AC4819  DESIGNATION -  5229 212 9239
 AC4819  PID         -  AC4819
 AC4819  STATE/COUNTY-  FL/COLLIER
 AC4819  USGS QUAD   -  WEAVERS STATION (1972)
 AC4819
 AC4819                         *CURRENT SURVEY CONTROL
 AC4819  ___________________________________________________________________
 AC4819* NAD 83(1999)-  25 55 18.43398(N)    081 24 36.50203(W)     ADJUSTED  
 AC4819* NAVD 88     -         0.896  (meters)       2.94   (feet)  ADJUSTED  
 AC4819  ___________________________________________________________________
 AC4819  X           -     857,342.708 (meters)                     COMP
 AC4819  Y           -  -5,675,707.560 (meters)                     COMP
 AC4819  Z           -   2,771,261.361 (meters)                     COMP
 AC4819  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AC4819  ELLIP HEIGHT-         -22.77  (meters)          (05/31/01) GPS OBS
 AC4819  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AC4819  DYNAMIC HT  -           0.894 (meters)       2.93  (feet)  COMP
 AC4819  MODELED GRAV-     979,024.5   (mgal)                       NAVD 88
 AC4819
 AC4819  HORZ ORDER  -  FIRST
 AC4819  VERT ORDER  -  FIRST     CLASS II
 AC4819  ELLP ORDER  -  FOURTH    CLASS I
 AC4819
 AC4819.The horizontal coordinates were established by GPS observations
 AC4819.and adjusted by the National Geodetic Survey in May 2001..
 AC4819
 AC4819.The orthometric height was determined by differential leveling
 AC4819.and adjusted by the National Geodetic Survey in March 2002..
 AC4819
 AC4819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4819
 AC4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4819
 AC4819.The ellipsoidal height was determined by GPS observations
 AC4819.and is referenced to NAD 83.
 AC4819
 AC4819.The geoid height was determined by GEOID03.
 AC4819
 AC4819.The dynamic height is computed by dividing the NAVD 88
 AC4819.geopotential number by the normal gravity value computed on the
 AC4819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4819.degrees latitude (g = 980.6199 gals.).
 AC4819
 AC4819.The modeled gravity was interpolated from observed gravity values.
 AC4819
 AC4819;                    North         East     Units Scale Factor Converg.
 AC4819;SPC FL E     -   176,014.652   158,912.821   MT  0.99996201   -0 10 45.5
 AC4819;SPC FL E     -   577,474.74    521,366.48   sFT  0.99996201   -0 10 45.5
 AC4819;UTM  17      - 2,867,086.578   458,926.840   MT  0.99962083   -0 10 45.5
 AC4819
 AC4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4819!SPC FL E     -   1.00000358  x   0.99996201  =   0.99996559
 AC4819!UTM  17      -   1.00000358  x   0.99962083  =   0.99962441
 AC4819
 AC4819                          SUPERSEDED SURVEY CONTROL
 AC4819
 AC4819  NAD 83(1990)-  25 55 18.43167(N)    081 24 36.50187(W) AD(       ) 1
 AC4819  ELLIP H (08/02/93)  -22.73   (m)                       GP(       ) 4 1
 AC4819  NAVD 88 (12/12/02)    0.90   (m)            3.0    (f) LEVELING    3  
 AC4819
 AC4819.Superseded values are not recommended for survey control.
 AC4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4819.See file dsdata.txt to determine how the superseded data were derived.
 AC4819
 AC4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5892767087(NAD 83)
 AC4819_MARKER: DD = SURVEY DISK
 AC4819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4819_SP_SET: CONCRETE POST
 AC4819_STAMPING: 5229 212 9239 1992
 AC4819_MARK LOGO: DENI  
 AC4819_PROJECTION: RECESSED 15 CENTIMETERS
 AC4819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4819+STABILITY: SURFACE MOTION
 AC4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4819+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC4819
 AC4819  HISTORY     - Date     Condition        Report By
 AC4819  HISTORY     - 1992     MONUMENTED       DENI
 AC4819  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC4819  HISTORY     - 20010714 GOOD             LDBLS
 AC4819  HISTORY     - 2002     GOOD             MAPTEC
 AC4819
 AC4819                          STATION DESCRIPTION
 AC4819
 AC4819'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4819'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.21 (PROJECTED), TWP
 AC4819'52S, RGE 29E, 3.0 MI (4.8 KM) NORTHWEST OF CARNESTOWN, 7 MI
 AC4819'(11.3 KM) SOUTHEAST OF PORT OF THE ISLANDS, EAST OF EAST END OF
 AC4819'U.S.HIGHWAY 41 /TAMIAMI TRAIL BRIDGE NO. 030071 OVER A CANAL.
 AC4819'STATION IS 21.3 FT (6.5 M) SOUTH SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4819'HWY 41/TAMIAMI TRAIL, 101.5 FT (30.9 M) EAST SOUTHEAST OF A FL DEPT
 AC4819'OF TRANSPORATION BENCHMARK DISK (PID AC3231), STAMPED--6.13 RESET
 AC4819'1977--ON THE TOP OF THE EASTERLY END OF THE SOUTHERLY CONCRETE RAIL
 AC4819'OF THE BRIDGE, 4.3 FT (1.3 M) NORTH NORTHEAST OF A WITNESS POST NEAR
 AC4819'THE EASTERLY END OF A METAL GUARDRAIL ALONG THE SOUTH SIDE OF THE
 AC4819'HIGHWAY.
 AC4819'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY DISK SET IN
 AC4819'TOP OF 8 INCH ROUND CONCRETE MONUMENT, 6 INCHES BELOW GROUND LEVEL.
 AC4819
 AC4819                          STATION RECOVERY (1999)
 AC4819
 AC4819'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4819'MARK NOT FOUND.
 AC4819
 AC4819                          STATION RECOVERY (2001)
 AC4819
 AC4819'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC4819'THE MARK IS ABOUT 45.5 KM (28.27 MI) SOUTHEAST OF NAPLES, ABOUT 4.8 KM
 AC4819'(2.97
 AC4819'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC4819'CARNESTOWN, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AC4819'TRANSPORTATION
 AC4819' 
 AC4819'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4819'COUNTY
 AC4819'ROAD 951 (I-75 EXIT 15, NEAR NAPLES), GO SOUTH ON COUNTY ROAD 951 11.1
 AC4819'KM (6.9
 AC4819'MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC4819'SOUTHEAST ON
 AC4819'U.S. HIGHWAY 41 13.1 KM (8.16 MILES) TO ITS JUNCTION WITH COUNTY ROAD
 AC4819'92,
 AC4819'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 20.6 KM (12.78 MI) TO THE
 AC4819'SOUTHEAST END
 AC4819'OF BRIDGE NUMBER 030071 AND THE MARK ON THE RIGHT.
 AC4819' 
 AC4819'THE MARK IS 30.33 M (99.5 FT) SOUTHEAST OF THE SOUTHEAST ABUTMENT OF
 AC4819'BRIDGE
 AC4819'NUMBER 030071, 6.25 M (20.5 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4819'HIGHWAY
 AC4819'41, 0.64 M1.28 M (4.2 FT) NORTHEAST OF A CARSONITE WITNESS POST, 0.64
 AC4819'M (2.1
 AC4819'FT) NORTHEAST OF A STEEL GUARDRAIL, 0.55 M (1.8 FT) NORTHWEST OF THE
 AC4819'SOUTHEAST
 AC4819'END OF A STEEL GUARDRAIL. THE MARK IS A DISK SET FLUSH IN TOP OF A
 AC4819'CONCRETE
 AC4819'MONUMENT RECESSED 15 CM (0.5 FT) BELOW THE LEVEL OF THE GROUND AND
 AC4819'ABOUT 0.46
 AC4819'M (1.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC4819' 
 AC4819' 
 AC4819' 
 AC4819'
 AC4819
 AC4819                          STATION RECOVERY (2002)
 AC4819
 AC4819'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4819'THE MARK IS ABOUT 45.5 KM (28.27 MI) SOUTHEAST OF NAPLES, ABOUT 4.8 KM
 AC4819'(2.97
 AC4819'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC4819'CARNESTOWN, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF
 AC4819'TRANSPORTATION
 AC4819' 
 AC4819'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4819'COUNTY
 AC4819'ROAD 951 (I-75 EXIT 15, NEAR NAPLES), GO SOUTH ON COUNTY ROAD 951 11.1
 AC4819'KM (6.9
 AC4819'MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC4819'SOUTHEAST ON
 AC4819'U.S. HIGHWAY 41 13.1 KM (8.16 MILES) TO ITS JUNCTION WITH COUNTY ROAD
 AC4819'92,
 AC4819'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 20.6 KM (12.78 MI) TO THE
 AC4819'SOUTHEAST END
 AC4819'OF BRIDGE NUMBER 030071 AND THE MARK ON THE RIGHT.
 AC4819' 
 AC4819'THE MARK IS 30.33 M (99.5 FT) SOUTHEAST OF THE SOUTHEAST ABUTMENT OF
 AC4819'BRIDGE
 AC4819'NUMBER 030071, 6.25 M (20.5 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4819'HIGHWAY
 AC4819'41, 0.64 M1.28 M (4.2 FT) NORTHEAST OF A CARSONITE WITNESS POST, 0.64
 AC4819'M (2.1
 AC4819'FT) NORTHEAST OF A STEEL GUARDRAIL, 0.55 M (1.8 FT) NORTHWEST OF THE
 AC4819'SOUTHEAST
 AC4819'END OF A STEEL GUARDRAIL. THE MARK IS A DISK SET FLUSH IN TOP OF A
 AC4819'CONCRETE
 AC4819'MONUMENT RECESSED 15 CM (0.5 FT) BELOW THE LEVEL OF THE GROUND AND
 AC4819'ABOUT 0.46
 AC4819'M (1.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC4819' 
 AC4819' 
 AC4819' 
 AC4819'STATION RECOVERY (2002)
 AC4819'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC4819'RECOVERED AS DESCRIBED.
 AC4819' 
 AC4819'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4820 ***********************************************************************
 AC4820  DESIGNATION -  5229 252 9237
 AC4820  PID         -  AC4820
 AC4820  STATE/COUNTY-  FL/COLLIER
 AC4820  USGS QUAD   -  OCHOPEE (1990)
 AC4820
 AC4820                         *CURRENT SURVEY CONTROL
 AC4820  ___________________________________________________________________
 AC4820* NAD 83(1999)-  25 54 36.05306(N)    081 21 49.63386(W)     ADJUSTED  
 AC4820* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AC4820  ___________________________________________________________________
 AC4820  X           -     862,019.724 (meters)                     COMP
 AC4820  Y           -  -5,675,576.048 (meters)                     COMP
 AC4820  Z           -   2,770,088.477 (meters)                     COMP
 AC4820  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AC4820  ELLIP HEIGHT-         -22.34  (meters)          (05/31/01) GPS OBS
 AC4820  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AC4820
 AC4820  HORZ ORDER  -  FIRST
 AC4820  ELLP ORDER  -  FOURTH    CLASS I
 AC4820
 AC4820.The horizontal coordinates were established by GPS observations
 AC4820.and adjusted by the National Geodetic Survey in May 2001..
 AC4820
 AC4820.The orthometric height was determined by GPS observations and a
 AC4820.high-resolution geoid model.
 AC4820
 AC4820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4820
 AC4820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4820
 AC4820.The ellipsoidal height was determined by GPS observations
 AC4820.and is referenced to NAD 83.
 AC4820
 AC4820.The geoid height was determined by GEOID03.
 AC4820
 AC4820;                    North         East     Units Scale Factor Converg.
 AC4820;SPC FL E     -   174,696.769   163,552.747   MT  0.99995757   -0 09 32.3
 AC4820;SPC FL E     -   573,150.98    536,589.30   sFT  0.99995757   -0 09 32.3
 AC4820;UTM  17      - 2,865,769.144   463,565.183   MT  0.99961639   -0 09 32.3
 AC4820
 AC4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4820!SPC FL E     -   1.00000351  x   0.99995757  =   0.99996108
 AC4820!UTM  17      -   1.00000351  x   0.99961639  =   0.99961990
 AC4820
 AC4820                          SUPERSEDED SURVEY CONTROL
 AC4820
 AC4820  NAD 83(1990)-  25 54 36.05044(N)    081 21 49.63290(W) AD(       ) 1
 AC4820  ELLIP H (08/02/93)  -22.29   (m)                       GP(       ) 4 1
 AC4820
 AC4820.Superseded values are not recommended for survey control.
 AC4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4820.See file dsdata.txt to determine how the superseded data were derived.
 AC4820
 AC4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6356565769(NAD 83)
 AC4820_MARKER: DD = SURVEY DISK
 AC4820_SETTING: 0 = UNSPECIFIED SETTING
 AC4820_STAMPING: 5229 252 9237 1992
 AC4820_MARK LOGO: DENI  
 AC4820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC4820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4820+STABILITY: SURFACE MOTION
 AC4820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4820+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC4820
 AC4820  HISTORY     - Date     Condition        Report By
 AC4820  HISTORY     - 1992     MONUMENTED       DENI
 AC4820  HISTORY     - 19991231 GOOD             USPSQD
 AC4820
 AC4820                          STATION DESCRIPTION
 AC4820
 AC4820'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4820'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.25, TWP 52S, RGE
 AC4820'29E, 4 MI (6.4 KM) WEST NORTHWEST OF OCHOPEE, AT CARNESTOWN, IN THE
 AC4820'SOUTH QUADRANT OF THE JUNCTION OF U.S.HIGHWAY 41/TAMIAMI TRAIL AND
 AC4820'STATE ROUTE 29/CO.ROAD 29, IN THE GRASS ISLAND BETWEEN THE PAVED
 AC4820'ACCESS DRIVEWAYS FROM U.S. HWY 41 TO THE COUNTY SHERIFFS OFFICE.
 AC4820'STATION IS 166.5 FT (50.7 M) SOUTHWEST OF THE CENTERLINE OF U.S.HWY
 AC4820'41/TAMIAMI TRAIL, 368 FT (112.2 M) SOUTHEAST OF THE CENTERLINE OF
 AC4820'CO.ROAD 29, 66.3 FT (20.2 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 AC4820'CO. SHERIFFS OFFICE BUILDING, 86.0 FT (26.2 M) SOUTH SOUTHWEST OF
 AC4820'THE CENTER OF A DROP INLET, 4.2 FT (1.3 M) NORTHEAST OF A WITNESS
 AC4820'POST.
 AC4820'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AC4820'SET IN THE TOP OF 5 INCH DIA BASE OF A METAL FLAG POLE (CUT OFF)
 AC4820'FILLED WITH CONCRETE, WITHIN AN 8 INCH DIA CORRUGATED STEEL PIPE
 AC4820'SLEEVE FILLED WITH CONCRETE, 36 INCHES IN DEPTH, PROJECTING 7 INCHES
 AC4820'ABOVE GROUND LEVEL.
 AC4820
 AC4820                          STATION RECOVERY (1999)
 AC4820
 AC4820'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0610 ***********************************************************************
 AC0610  DESIGNATION -  5.23
 AC0610  PID         -  AC0610
 AC0610  STATE/COUNTY-  FL/COLLIER
 AC0610  USGS QUAD   -  WEAVERS STATION (1972)
 AC0610
 AC0610                         *CURRENT SURVEY CONTROL
 AC0610  ___________________________________________________________________
 AC0610* NAD 83(1986)-  25 54 57.     (N)    081 22 35.     (W)     SCALED    
 AC0610* NAVD 88     -         1.236  (meters)       4.06   (feet)  ADJUSTED  
 AC0610  ___________________________________________________________________
 AC0610  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AC0610  DYNAMIC HT  -           1.234 (meters)       4.05  (feet)  COMP
 AC0610  MODELED GRAV-     979,022.0   (mgal)                       NAVD 88
 AC0610
 AC0610  VERT ORDER  -  FIRST     CLASS I
 AC0610
 AC0610.The horizontal coordinates were scaled from a topographic map and have
 AC0610.an estimated accuracy of +/- 6 seconds.
 AC0610
 AC0610.The orthometric height was determined by differential leveling
 AC0610.and adjusted by the National Geodetic Survey in June 1991..
 AC0610
 AC0610.The geoid height was determined by GEOID03.
 AC0610
 AC0610.The dynamic height is computed by dividing the NAVD 88
 AC0610.geopotential number by the normal gravity value computed on the
 AC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0610.degrees latitude (g = 980.6199 gals.).
 AC0610
 AC0610.The modeled gravity was interpolated from observed gravity values.
 AC0610
 AC0610;                    North         East    Units  Estimated Accuracy
 AC0610;SPC FL E     -   175,350.      162,290.      MT  (+/- 180 meters Scaled)
 AC0610
 AC0610                          SUPERSEDED SURVEY CONTROL
 AC0610
 AC0610  NGVD 29 (??/??/92)    1.654  (m)            5.43   (f) ADJ UNCH    1 1
 AC0610
 AC0610.Superseded values are not recommended for survey control.
 AC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0610.See file dsdata.txt to determine how the superseded data were derived.
 AC0610
 AC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ623664(NAD 83)
 AC0610_MARKER: DD = SURVEY DISK
 AC0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0610_SP_SET: BRIDGE ABUTMENT
 AC0610_STAMPING: 5.23
 AC0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0610
 AC0610  HISTORY     - Date     Condition        Report By
 AC0610  HISTORY     - UNK      MONUMENTED       FLDT
 AC0610  HISTORY     - 1966     GOOD             NGS
 AC0610  HISTORY     - 1990     GOOD             USPSQD
 AC0610  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0610  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0610
 AC0610                          STATION DESCRIPTION
 AC0610
 AC0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0610'5 MI NW FROM CARNESTOWN.
 AC0610'ABOUT 5.05 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0610'OFFICE AT OCHOPEE, 0.85 MILE NORTHWEST OF THE INTERSECTION OF
 AC0610'STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AC0610'CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 74 A, 17.5 FEET SOUTHWEST
 AC0610'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE
 AC0610'LEVEL OF THE HIGHWAY.
 AC0610
 AC0610                          STATION RECOVERY (1990)
 AC0610
 AC0610'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0610'RECOVERED IN GOOD CONDITION.
 AC0610
 AC0610                          STATION RECOVERY (1992)
 AC0610
 AC0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0610'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0610'DESTROYED.
 AC0610
 AC0610                          STATION RECOVERY (1999)
 AC0610
 AC0610'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3239 ***********************************************************************
 AC3239  DESIGNATION -  5.23 RESET
 AC3239  PID         -  AC3239
 AC3239  STATE/COUNTY-  FL/COLLIER
 AC3239  USGS QUAD   -  WEAVERS STATION (1972)
 AC3239
 AC3239                         *CURRENT SURVEY CONTROL
 AC3239  ___________________________________________________________________
 AC3239* NAD 83(1986)-  25 54 54.     (N)    081 22 43.     (W)     SCALED    
 AC3239* NAVD 88     -         1.821  (meters)       5.97   (feet)  ADJUSTED  
 AC3239  ___________________________________________________________________
 AC3239  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AC3239  DYNAMIC HT  -           1.818 (meters)       5.96  (feet)  COMP
 AC3239  MODELED GRAV-     979,022.2   (mgal)                       NAVD 88
 AC3239
 AC3239  VERT ORDER  -  FIRST     CLASS II
 AC3239
 AC3239.The horizontal coordinates were scaled from a topographic map and have
 AC3239.an estimated accuracy of +/- 6 seconds.
 AC3239
 AC3239.The orthometric height was determined by differential leveling
 AC3239.and adjusted by the National Geodetic Survey in September 1992..
 AC3239
 AC3239.The geoid height was determined by GEOID03.
 AC3239
 AC3239.The dynamic height is computed by dividing the NAVD 88
 AC3239.geopotential number by the normal gravity value computed on the
 AC3239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3239.degrees latitude (g = 980.6199 gals.).
 AC3239
 AC3239.The modeled gravity was interpolated from observed gravity values.
 AC3239
 AC3239;                    North         East    Units  Estimated Accuracy
 AC3239;SPC FL E     -   175,250.      162,070.      MT  (+/- 180 meters Scaled)
 AC3239
 AC3239                          SUPERSEDED SURVEY CONTROL
 AC3239
 AC3239  NGVD 29 (09/01/92)    2.238  (m)            7.34   (f) ADJUSTED    1 2
 AC3239
 AC3239.Superseded values are not recommended for survey control.
 AC3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3239.See file dsdata.txt to determine how the superseded data were derived.
 AC3239
 AC3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ620663(NAD 83)
 AC3239_MARKER: DD = SURVEY DISK
 AC3239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3239_SP_SET: ABUTMENT
 AC3239_STAMPING: 5.23 RESET 1977
 AC3239_MARK LOGO: NGS   
 AC3239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3239+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC3239
 AC3239  HISTORY     - Date     Condition        Report By
 AC3239  HISTORY     - 1977     MONUMENTED       NGS
 AC3239  HISTORY     - 1990     GOOD             USPSQD
 AC3239  HISTORY     - 19920226 GOOD             NGS
 AC3239  HISTORY     - 19991231 GOOD             USPSQD
 AC3239
 AC3239                          STATION DESCRIPTION
 AC3239
 AC3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3239'0.85 MI ESE FROM CARNESTOWN.
 AC3239'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3239'0.85 MILE WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS
 AC3239'JUNCTION WITH STATE HIGHWAY 29 IN CARNESTOWN, 38.0 FEET SOUTHWEST
 AC3239'OF A POWERLINE POLE ACROSS HIGHWAY, 17.0 FEET SOUTHWEST OF THE
 AC3239'CENTER OF U.S. HIGHWAY 41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3239'DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 74 AND ON THE
 AC3239'CONCRETE SAFETY RAILING.
 AC3239
 AC3239                          STATION RECOVERY (1990)
 AC3239
 AC3239'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3239'RECOVERED IN GOOD CONDITION.
 AC3239
 AC3239                          STATION RECOVERY (1992)
 AC3239
 AC3239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3239'49.3 KM (30.65 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3239'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3239'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3239'OF BRIDGE NUMBER 030074, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF
 AC3239'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3239'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3239
 AC3239                          STATION RECOVERY (1999)
 AC3239
 AC3239'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0433 ***********************************************************************
 AC0433  DESIGNATION -  5.23 RESET 1976
 AC0433  PID         -  AC0433
 AC0433  STATE/COUNTY-  FL/COLLIER
 AC0433  USGS QUAD   -  WEAVERS STATION (1972)
 AC0433
 AC0433                         *CURRENT SURVEY CONTROL
 AC0433  ___________________________________________________________________
 AC0433* NAD 83(1986)-  25 54 55.     (N)    081 22 36.     (W)     SCALED    
 AC0433* NAVD 88     -         1.00   (+/-2cm)       3.3    (feet)  VERTCON   
 AC0433  ___________________________________________________________________
 AC0433  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AC0433
 AC0433  VERT ORDER  -  THIRD (See Below)
 AC0433
 AC0433.The horizontal coordinates were scaled from a topographic map and have
 AC0433.an estimated accuracy of +/- 6 seconds.
 AC0433
 AC0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0433.The vertical order pertains to the NGVD 29 superseded value.
 AC0433
 AC0433.The geoid height was determined by GEOID03.
 AC0433
 AC0433;                    North         East    Units  Estimated Accuracy
 AC0433;SPC FL E     -   175,280.      162,260.      MT  (+/- 180 meters Scaled)
 AC0433
 AC0433                          SUPERSEDED SURVEY CONTROL
 AC0433
 AC0433  NGVD 29 (08/19/04)    1.42   (m)            4.7    (f) RESET       3  
 AC0433
 AC0433.Superseded values are not recommended for survey control.
 AC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0433.See file dsdata.txt to determine how the superseded data were derived.
 AC0433
 AC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ622663(NAD 83)
 AC0433_MARKER: DB = BENCH MARK DISK
 AC0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC0433_SP_SET: CONCRETE FLOOR
 AC0433_STAMPING: 5.23 RESET 1976
 AC0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC0433
 AC0433  HISTORY     - Date     Condition        Report By
 AC0433  HISTORY     - 1976     MONUMENTED       NGS
 AC0433  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0433
 AC0433                          STATION DESCRIPTION
 AC0433
 AC0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0433'0.8 MI NW FROM CARNESTOWN.
 AC0433'5.4 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0433'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0433'OR 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0433'OF STATE HIGHWAY 29 IN CARNESTOWN, 11.9 FEET SOUTHWEST OF THE
 AC0433'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0433'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 74.
 AC0433
 AC0433                          STATION RECOVERY (1999)
 AC0433
 AC0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0649 ***********************************************************************
 AC0649  DESIGNATION -  5.28
 AC0649  PID         -  AC0649
 AC0649  STATE/COUNTY-  FL/COLLIER
 AC0649  USGS QUAD   -  WEAVERS STATION (1972)
 AC0649
 AC0649                         *CURRENT SURVEY CONTROL
 AC0649  ___________________________________________________________________
 AC0649* NAD 83(1986)-  25 56 43.     (N)    081 28 34.     (W)     SCALED    
 AC0649* NAVD 88     -         1.261  (meters)       4.14   (feet)  ADJUSTED  
 AC0649  ___________________________________________________________________
 AC0649  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0649  DYNAMIC HT  -           1.259 (meters)       4.13  (feet)  COMP
 AC0649  MODELED GRAV-     979,029.6   (mgal)                       NAVD 88
 AC0649
 AC0649  VERT ORDER  -  FIRST     CLASS I
 AC0649
 AC0649.The horizontal coordinates were scaled from a topographic map and have
 AC0649.an estimated accuracy of +/- 6 seconds.
 AC0649
 AC0649.The orthometric height was determined by differential leveling
 AC0649.and adjusted by the National Geodetic Survey in June 1991..
 AC0649
 AC0649.The geoid height was determined by GEOID03.
 AC0649
 AC0649.The dynamic height is computed by dividing the NAVD 88
 AC0649.geopotential number by the normal gravity value computed on the
 AC0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0649.degrees latitude (g = 980.6199 gals.).
 AC0649
 AC0649.The modeled gravity was interpolated from observed gravity values.
 AC0649
 AC0649;                    North         East    Units  Estimated Accuracy
 AC0649;SPC FL E     -   178,640.      152,310.      MT  (+/- 180 meters Scaled)
 AC0649
 AC0649                          SUPERSEDED SURVEY CONTROL
 AC0649
 AC0649  NGVD 29 (??/??/92)    1.671  (m)            5.48   (f) ADJ UNCH    1 1
 AC0649
 AC0649.Superseded values are not recommended for survey control.
 AC0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0649.See file dsdata.txt to determine how the superseded data were derived.
 AC0649
 AC0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ523697(NAD 83)
 AC0649_MARKER: DD = SURVEY DISK
 AC0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0649_SP_SET: BRIDGE ABUTMENT
 AC0649_STAMPING: 5.28
 AC0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0649
 AC0649  HISTORY     - Date     Condition        Report By
 AC0649  HISTORY     - UNK      MONUMENTED       FLDT
 AC0649  HISTORY     - 1966     GOOD             NGS
 AC0649  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0649  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0649
 AC0649                          STATION DESCRIPTION
 AC0649
 AC0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0649'8.6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0649'ABOUT 8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0649'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 7.5 MILES NORTHWEST
 AC0649'OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE
 AC0649'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0649'BRIDGE NO. 61 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0649'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0649
 AC0649                          STATION RECOVERY (1992)
 AC0649
 AC0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0649'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0649'DESTROYED.
 AC0649
 AC0649                          STATION RECOVERY (1999)
 AC0649
 AC0649'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0668 ***********************************************************************
 AQ0668  DESIGNATION -  52.9
 AQ0668  PID         -  AQ0668
 AQ0668  STATE/COUNTY-  FL/PUTNAM
 AQ0668  USGS QUAD   -  WELAKA (1994)
 AQ0668
 AQ0668                         *CURRENT SURVEY CONTROL
 AQ0668  ___________________________________________________________________
 AQ0668* NAD 83(1986)-  29 26 02.     (N)    081 43 31.     (W)     SCALED    
 AQ0668* NAVD 88     -        15.824  (meters)      51.92   (feet)  ADJUSTED  
 AQ0668  ___________________________________________________________________
 AQ0668  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AQ0668  DYNAMIC HT  -          15.802 (meters)      51.84  (feet)  COMP
 AQ0668  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 AQ0668
 AQ0668  VERT ORDER  -  FIRST     CLASS II
 AQ0668
 AQ0668.The horizontal coordinates were scaled from a topographic map and have
 AQ0668.an estimated accuracy of +/- 6 seconds.
 AQ0668
 AQ0668.The orthometric height was determined by differential leveling
 AQ0668.and adjusted by the National Geodetic Survey in June 1991..
 AQ0668
 AQ0668.The geoid height was determined by GEOID03.
 AQ0668
 AQ0668.The dynamic height is computed by dividing the NAVD 88
 AQ0668.geopotential number by the normal gravity value computed on the
 AQ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0668.degrees latitude (g = 980.6199 gals.).
 AQ0668
 AQ0668.The modeled gravity was interpolated from observed gravity values.
 AQ0668
 AQ0668;                    North         East    Units  Estimated Accuracy
 AQ0668;SPC FL E     -   565,340.      129,630.      MT  (+/- 180 meters Scaled)
 AQ0668
 AQ0668                          SUPERSEDED SURVEY CONTROL
 AQ0668
 AQ0668  NGVD 29 (??/??/92)   16.114  (m)           52.87   (f) ADJ UNCH    1 2
 AQ0668
 AQ0668.Superseded values are not recommended for survey control.
 AQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0668.See file dsdata.txt to determine how the superseded data were derived.
 AQ0668
 AQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN296562(NAD 83)
 AQ0668_MARKER: N = NAIL
 AQ0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0668_SP_SET: ROOT OF TREE
 AQ0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0668
 AQ0668  HISTORY     - Date     Condition        Report By
 AQ0668  HISTORY     - UNK      MONUMENTED       DOD
 AQ0668  HISTORY     - 1933     GOOD             NGS
 AQ0668  HISTORY     - 1939     GOOD             NGS
 AQ0668
 AQ0668                          STATION DESCRIPTION
 AQ0668
 AQ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AQ0668'5.2 MI E FROM LAKE KERR.
 AQ0668'ABOUT 5 1/4 MILES EAST BY ROAD FROM LAKE KERR.  ON THE ROAD
 AQ0668'FROM LAKE KERR TO FT. GATES FERRY WEST LANDING, ABOUT 150 FEET
 AQ0668'WEST OF U.S.E.D. STATION 101 + 32, THE TOP OF A NAIL IN THE
 AQ0668'ROOT OF AN OAK TREE.
 AQ0668
 AQ0668                          STATION RECOVERY (1939)
 AQ0668
 AQ0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 AQ0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6650 ***********************************************************************
 DE6650  DESIGNATION -  53 CMP
 DE6650  PID         -  DE6650
 DE6650  STATE/COUNTY-  FL/UNION
 DE6650  USGS QUAD   -  RAIFORD (1984)
 DE6650
 DE6650                         *CURRENT SURVEY CONTROL
 DE6650  ___________________________________________________________________
 DE6650* NAD 83(1986)-  30 06 47.     (N)    082 10 07.     (W)     SCALED    
 DE6650* NAVD 88     -        42.230  (meters)     138.55   (feet)  ADJUSTED  
 DE6650  ___________________________________________________________________
 DE6650  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DE6650  DYNAMIC HT  -          42.174 (meters)     138.37  (feet)  COMP
 DE6650  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 DE6650
 DE6650  VERT ORDER  -  SECOND    CLASS I
 DE6650
 DE6650.The horizontal coordinates were scaled from a topographic map and have
 DE6650.an estimated accuracy of +/- 6 seconds.
 DE6650
 DE6650.The orthometric height was determined by differential leveling
 DE6650.and adjusted by the National Geodetic Survey in July 2004..
 DE6650.No vertical observational check was made to the station.
 DE6650
 DE6650.The geoid height was determined by GEOID03.
 DE6650
 DE6650.The dynamic height is computed by dividing the NAVD 88
 DE6650.geopotential number by the normal gravity value computed on the
 DE6650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6650.degrees latitude (g = 980.6199 gals.).
 DE6650
 DE6650.The modeled gravity was interpolated from observed gravity values.
 DE6650
 DE6650;                    North         East    Units  Estimated Accuracy
 DE6650;SPC FL N     -   125,680.      824,660.      MT  (+/- 180 meters Scaled)
 DE6650
 DE6650                          SUPERSEDED SURVEY CONTROL
 DE6650
 DE6650.No superseded survey control is available for this station.
 DE6650
 DE6650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP874318(NAD 83)
 DE6650_MARKER: DB = BENCH MARK DISK
 DE6650_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6650_STAMPING: 53 CMP 1970
 DE6650_MARK LOGO: USGS  
 DE6650_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6650+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6650
 DE6650  HISTORY     - Date     Condition        Report By
 DE6650  HISTORY     - 1970     MONUMENTED       USGS
 DE6650  HISTORY     - 19920208 GOOD             NGS
 DE6650
 DE6650                          STATION DESCRIPTION
 DE6650
 DE6650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6650'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTHEAST OF RAIFORD IN SECTION 35,
 DE6650'T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6650'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6650'ROAD CR-125 FOR 2.65 MI (4.26 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DE6650'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6650'LOCATED 47.3 FT (14.4 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DE6650'CR-125, 1.0 FT (0.3 M) NORTHEAST OF A POWER POLE NUMBER A 187 AT THE
 DE6650'TOP OF THE POLE AND LETTER G AT THE BOTTOM OF THE POLE AND 1.0 FT (0.3
 DE6650'M) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5587 ***********************************************************************
 AK5587  DESIGNATION -  53 R 4 1953
 AK5587  PID         -  AK5587
 AK5587  STATE/COUNTY-  FL/BREVARD
 AK5587  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5587
 AK5587                         *CURRENT SURVEY CONTROL
 AK5587  ___________________________________________________________________
 AK5587* NAD 83(1990)-  28 27 14.87673(N)    080 32 43.20721(W)     ADJUSTED  
 AK5587* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 AK5587  ___________________________________________________________________
 AK5587  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AK5587  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK5587
 AK5587  HORZ ORDER  -  SECOND
 AK5587  VERT ORDER  -  THIRD ? (See Below)
 AK5587
 AK5587.The horizontal coordinates were established by classical geodetic methods
 AK5587.and adjusted by the National Geodetic Survey in May 1991..
 AK5587
 AK5587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5587.The vertical order pertains to the NGVD 29 superseded value.
 AK5587
 AK5587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5587
 AK5587.The geoid height was determined by GEOID03.
 AK5587
 AK5587;                    North         East     Units Scale Factor Converg.
 AK5587;SPC FL E     -   456,618.583   244,530.412   MT  0.99996564   +0 12 59.9
 AK5587;SPC FL E     - 1,498,089.47    802,263.53   sFT  0.99996564   +0 12 59.9
 AK5587;UTM  17      - 3,147,594.768   544,515.218   MT  0.99962446   +0 12 59.9
 AK5587
 AK5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5587!SPC FL E     -   1.00000393  x   0.99996564  =   0.99996957
 AK5587!UTM  17      -   1.00000393  x   0.99962446  =   0.99962839
 AK5587
 AK5587|---------------------------------------------------------------------|
 AK5587| PID    Reference Object                     Distance      Geod. Az  |
 AK5587|                                                           dddmmss.s |
 AK5587| AK2436 CARL                                249.609 METERS 00412     |
 AK5587| AK5595 TARGET CC                           APPROX. 1.3 KM 0665227.2 |
 AK5587| AK5589 TARGET E                            APPROX. 1.1 KM 0860030.2 |
 AK5587| AK2577 ARTESIA                             APPROX. 5.1 KM 2241810.1 |
 AK5587|---------------------------------------------------------------------|
 AK5587
 AK5587                          SUPERSEDED SURVEY CONTROL
 AK5587
 AK5587  NAD 83(1986)-  28 27 14.88286(N)    080 32 43.22051(W) AD(       ) 2
 AK5587  NAD 27      -  28 27 13.87826(N)    080 32 44.03519(W) AD(       ) 2
 AK5587  NGVD 29 (07/19/86)    3.63   (m)           11.9    (f) LEVELING    3  
 AK5587
 AK5587.Superseded values are not recommended for survey control.
 AK5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5587.See file dsdata.txt to determine how the superseded data were derived.
 AK5587
 AK5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4451547595(NAD 83)
 AK5587_MARKER: H = DRILL HOLE
 AK5587_SETTING: 0 = UNSPECIFIED SETTING
 AK5587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5587
 AK5587  HISTORY     - Date     Condition        Report By
 AK5587  HISTORY     - 1953     MONUMENTED       CGS
 AK5587  HISTORY     - 1955     GOOD             CGS
 AK5587
 AK5587                          STATION DESCRIPTION
 AK5587
 AK5587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 AK5587'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF COCOA AND
 AK5587'ABOUT 1/2 MILE SOUTHEAST OF CANAVERAL LIGHTHOUSE.  IT IS IN THE
 AK5587'NORTHWEST ANGLE OF A T-ROAD, 60 FEET WEST OF THE CENTERLINE OF
 AK5587'A ROAD AND 20 FEET NORTH OF THE CENTERLINE OF A ROAD.  THE POINT
 AK5587'TRAVERSED TO WAS A PUNCH HOLE IN THE CENTER OF A PEDESTAL WHICH
 AK5587'IS 2.5 FEET HIGH.  THIS IS A BALLISTIC CAMERA STATION.
 AK5587'
 AK5587'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CARL TO
 AK5587'53-R-4 AND THE DISTANCE IS 818.93 FEET OR 249.610 METERS.
 AK5587'
 AK5587'TO REACH THE STATION FROM THE SOUTH ENTRANCE GATE TO CAPE
 AK5587'CANAVERAL, GO NORTHERLY ON PAVED ROAD FOR 1.4 MILES TO A
 AK5587'FORKS.  TAKE RIGHT FORK AND GO 2.7 MILES TO A REVERSE
 AK5587'FORKS.  CONTINUE NORTHERLY FOR 0.65 MILE TO A SAND ROAD RIGHT.
 AK5587'TURN RIGHT ON SAND ROAD AND GO 0.25 MILE TO STATION ON RIGHT AS
 AK5587'DESCRIBED.
 AK5587
 AK5587                          STATION RECOVERY (1955)
 AK5587
 AK5587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JOP)
 AK5587'THE STATION WAS RECOVERED AS DESCRIBED BY DON A. JONES IN 1953
 AK5587'AND THE PEDESTAL WAS FOUND TO BE IN GOOD CONDITION.  THE TRAVERSE
 AK5587'DESCRIPTION WAS FOUND TO BE ADEQUATE.  THIS STATION WAS OCCUPIED
 AK5587'BY THIS PARTY.
 AK5587'
 AK5587'A TRAVERSE CONNECTION WAS MADE TO 53 R 4 FROM D 30 R 53 BE AND
 AK5587'THE DISTANCE IS 793.7048 METERS OR 2604.01 FEET.
 AK5587'
 AK5587'NOTE--THE CONTROL BOX AT THIS STATION HAS THE DESIGNATION PAINTED
 AK5587'ON IT (D 4 R 53).  THE STATION IS THE SAME AS DESIGNATED BY
 AK5587'D.A. JONES IN1953.
 AK5587'
 AK5587'THE TO REACH DESCRIPTION WAS FOUND TO BE ADEQUATE.
 AK5587'
 AK5587'HEIGHT OF LIGHT ABOVE STATION MARK - 2.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7330 ***********************************************************************
 AJ7330  DESIGNATION -  53 RC TT
 AJ7330  PID         -  AJ7330
 AJ7330  STATE/COUNTY-  FL/COLLIER
 AJ7330  USGS QUAD   -  IMMOKALEE (1987)
 AJ7330
 AJ7330                         *CURRENT SURVEY CONTROL
 AJ7330  ___________________________________________________________________
 AJ7330* NAD 83(1999)-  26 26 54.61157(N)    081 26 01.52273(W)     ADJUSTED  
 AJ7330* NAVD 88     -        10.867  (meters)      35.65   (feet)  ADJUSTED  
 AJ7330  ___________________________________________________________________
 AJ7330  X           -     851,168.784 (meters)                     COMP
 AJ7330  Y           -  -5,650,605.458 (meters)                     COMP
 AJ7330  Z           -   2,823,631.569 (meters)                     COMP
 AJ7330  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AJ7330  ELLIP HEIGHT-         -13.53  (meters)          (12/12/02) GPS OBS
 AJ7330  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AJ7330  DYNAMIC HT  -          10.850 (meters)      35.60  (feet)  COMP
 AJ7330  MODELED GRAV-     979,060.6   (mgal)                       NAVD 88
 AJ7330
 AJ7330  HORZ ORDER  -  FIRST
 AJ7330  VERT ORDER  -  FIRST     CLASS II
 AJ7330  ELLP ORDER  -  FOURTH    CLASS I
 AJ7330
 AJ7330.The horizontal coordinates were established by GPS observations
 AJ7330.and adjusted by the National Geodetic Survey in December 2002..
 AJ7330
 AJ7330.The orthometric height was determined by differential leveling
 AJ7330.and adjusted by the National Geodetic Survey in February 2002..
 AJ7330
 AJ7330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7330
 AJ7330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7330
 AJ7330.The ellipsoidal height was determined by GPS observations
 AJ7330.and is referenced to NAD 83.
 AJ7330
 AJ7330.The geoid height was determined by GEOID03.
 AJ7330
 AJ7330.The dynamic height is computed by dividing the NAVD 88
 AJ7330.geopotential number by the normal gravity value computed on the
 AJ7330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7330.degrees latitude (g = 980.6199 gals.).
 AJ7330
 AJ7330.The modeled gravity was interpolated from observed gravity values.
 AJ7330
 AJ7330;                    North         East     Units Scale Factor Converg.
 AJ7330;SPC FL E     -   234,375.173   156,741.831   MT  0.99996427   -0 11 35.5
 AJ7330;SPC FL E     -   768,945.88    514,243.82   sFT  0.99996427   -0 11 35.5
 AJ7330;UTM  17      - 2,925,427.186   456,756.590   MT  0.99962309   -0 11 35.5
 AJ7330
 AJ7330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7330!SPC FL E     -   1.00000213  x   0.99996427  =   0.99996640
 AJ7330!UTM  17      -   1.00000213  x   0.99962309  =   0.99962521
 AJ7330
 AJ7330                          SUPERSEDED SURVEY CONTROL
 AJ7330
 AJ7330  NAVD 88 (12/12/02)   10.87   (m)           35.7    (f) LEVELING    3  
 AJ7330
 AJ7330.Superseded values are not recommended for survey control.
 AJ7330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7330.See file dsdata.txt to determine how the superseded data were derived.
 AJ7330
 AJ7330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK5675725427(NAD 83)
 AJ7330_MARKER: DD = SURVEY DISK
 AJ7330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7330_STAMPING: 53 RC TT 1952
 AJ7330_MARK LOGO: CGS   
 AJ7330_PROJECTION: FLUSH
 AJ7330_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7330+STABILITY: SURFACE MOTION
 AJ7330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7330+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 AJ7330
 AJ7330  HISTORY     - Date     Condition        Report By
 AJ7330  HISTORY     - 1952     MONUMENTED       CGS
 AJ7330  HISTORY     - 200106   GOOD             FOST
 AJ7330  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7330
 AJ7330                          STATION DESCRIPTION
 AJ7330
 AJ7330'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7330'THE MONUMENT IS LOCATED 2.5 MILES (4.02 KM) NORTH OF IMMOKALEE, FL.
 AJ7330'AND 6.5 MILES (10.46 KM) SOUTH OF
 AJ7330'FELDA, FL. IN SECTION 21, TOWNSHIP 46 SOUTH, RANGE 29 EAST.
 AJ7330' 
 AJ7330'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7330' 
 AJ7330'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE ROAD 29 AND
 AJ7330'COUNTY ROAD 846 IN IMMOKALEE, GO 3.0 MI (4.8 KM) NORTH ALONG STATE
 AJ7330'ROAD 29 TO THE MONUMENT ON THE
 AJ7330'THE EAST SIDE
 AJ7330'(RIGHT) OF THE ROAD. THE  MONUMENT IS LOCATED 2.5 MILES (4.02
 AJ7330'KM) NORTH OF THE INTERSECTION OF STATE ROAD 29 AND 9TH STREET
 AJ7330'IN IMMOKALEE.
 AJ7330' 
 AJ7330'THE MONUMENT IS 100.8 FEET (30.72 M) EAST OF THE CENTERLINE OF STATE
 AJ7330'ROAD 29, 2.7 FEET (0.82 M) WEST OF
 AJ7330'A BARBED WIRE FENCE, 50.0 FEET (15.24 M) SOUTH OF THE CENTER OF A
 AJ7330'PASTURE ACCESS ROAD WITH GATE
 AJ7330'AND 1.0 FEET (0.30 M) WEST OF A METAL WITNESS POST WITH PLAQUE.
 AJ7330
 AJ7330                          STATION RECOVERY (2002)
 AJ7330
 AJ7330'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7330'RECOVERED AS DESCRIBED
 AJ7330' 
 AJ7330'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0249 ***********************************************************************
 BE0249  DESIGNATION -  53 WSM USGS
 BE0249  PID         -  BE0249
 BE0249  STATE/COUNTY-  FL/JACKSON
 BE0249  USGS QUAD   -  COTTONDALE EAST (1994)
 BE0249
 BE0249                         *CURRENT SURVEY CONTROL
 BE0249  ___________________________________________________________________
 BE0249* NAD 83(1986)-  30 50 29.     (N)    085 15 47.     (W)     SCALED    
 BE0249* NAVD 88     -        25.669  (meters)      84.22   (feet)  ADJUSTED  
 BE0249  ___________________________________________________________________
 BE0249  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BE0249  DYNAMIC HT  -          25.636 (meters)      84.11  (feet)  COMP
 BE0249  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BE0249
 BE0249  VERT ORDER  -  SECOND    CLASS 0
 BE0249
 BE0249.The horizontal coordinates were scaled from a topographic map and have
 BE0249.an estimated accuracy of +/- 6 seconds.
 BE0249
 BE0249.The orthometric height was determined by differential leveling
 BE0249.and adjusted by the National Geodetic Survey in June 1991..
 BE0249
 BE0249.The geoid height was determined by GEOID03.
 BE0249
 BE0249.The dynamic height is computed by dividing the NAVD 88
 BE0249.geopotential number by the normal gravity value computed on the
 BE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0249.degrees latitude (g = 980.6199 gals.).
 BE0249
 BE0249.The modeled gravity was interpolated from observed gravity values.
 BE0249
 BE0249;                    North         East    Units  Estimated Accuracy
 BE0249;SPC FL N     -   204,360.      527,000.      MT  (+/- 180 meters Scaled)
 BE0249
 BE0249                          SUPERSEDED SURVEY CONTROL
 BE0249
 BE0249  NGVD 29 (??/??/92)   25.792  (m)           84.62   (f) ADJ UNCH    2 0
 BE0249
 BE0249.Superseded values are not recommended for survey control.
 BE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0249.See file dsdata.txt to determine how the superseded data were derived.
 BE0249
 BE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV661133(NAD 83)
 BE0249_MARKER: DD = SURVEY DISK
 BE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0249_STAMPING: 53 WSM 1948 84
 BE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0249+STABILITY: SURFACE MOTION
 BE0249
 BE0249  HISTORY     - Date     Condition        Report By
 BE0249  HISTORY     - 1948     MONUMENTED       USGS
 BE0249  HISTORY     - 1952     GOOD             NGS
 BE0249  HISTORY     - 1964     GOOD             NGS
 BE0249  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0249
 BE0249                          STATION DESCRIPTION
 BE0249
 BE0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0249'6.2 MI NW FROM MARIANNA.
 BE0249'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE COURT
 BE0249'HOUSE AT MARIANNA, THENCE ABOUT 4.6 MILES NORTH AND NORTHWEST
 BE0249'ALONG A GRADED ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS
 BE0249'EXTENDING SOUTH AND NORTHWEST, ABOUT 135 YARDS NORTH OF THE
 BE0249'TOP OF A GRADE, 32 FEET WEST OF CENTER LINE OF ROAD, 15 FEET
 BE0249'SOUTH OF A TWIN HACKBERRY TREE, 17 FEET NORTHWEST OF A TRIANGULAR
 BE0249'BLAZED 36-INCH OAK TREE, 7 FEET WEST OF A FENCE LINE, 1 FOOT
 BE0249'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 BE0249'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0249'5 INCHES.  NOTE-- THE MARK IS NOW 4 INCHES BELOW THE SURFACE
 BE0249'OF THE GROUND.  THE WHITE POST WAS REPLACED WITH A WITNESS SIGN.
 BE0249
 BE0249                          STATION RECOVERY (1964)
 BE0249
 BE0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE0249'RECOVERED IN GOOD CONDITION.
 BE0249
 BE0249                          STATION RECOVERY (2001)
 BE0249
 BE0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0249'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0622 ***********************************************************************
 AC0622  DESIGNATION -  5.33
 AC0622  PID         -  AC0622
 AC0622  STATE/COUNTY-  FL/COLLIER
 AC0622  USGS QUAD   -  WEAVERS STATION (1972)
 AC0622
 AC0622                         *CURRENT SURVEY CONTROL
 AC0622  ___________________________________________________________________
 AC0622* NAD 83(1986)-  25 57 08.     (N)    081 29 04.     (W)     SCALED    
 AC0622* NAVD 88     -         1.277  (meters)       4.19   (feet)  ADJUSTED  
 AC0622  ___________________________________________________________________
 AC0622  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0622  DYNAMIC HT  -           1.275 (meters)       4.18  (feet)  COMP
 AC0622  MODELED GRAV-     979,030.5   (mgal)                       NAVD 88
 AC0622
 AC0622  VERT ORDER  -  FIRST     CLASS I
 AC0622
 AC0622.The horizontal coordinates were scaled from a topographic map and have
 AC0622.an estimated accuracy of +/- 6 seconds.
 AC0622
 AC0622.The orthometric height was determined by differential leveling
 AC0622.and adjusted by the National Geodetic Survey in June 1991..
 AC0622
 AC0622.The geoid height was determined by GEOID03.
 AC0622
 AC0622.The dynamic height is computed by dividing the NAVD 88
 AC0622.geopotential number by the normal gravity value computed on the
 AC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0622.degrees latitude (g = 980.6199 gals.).
 AC0622
 AC0622.The modeled gravity was interpolated from observed gravity values.
 AC0622
 AC0622;                    North         East    Units  Estimated Accuracy
 AC0622;SPC FL E     -   179,410.      151,480.      MT  (+/- 180 meters Scaled)
 AC0622
 AC0622                          SUPERSEDED SURVEY CONTROL
 AC0622
 AC0622  NGVD 29 (??/??/92)    1.687  (m)            5.53   (f) ADJ UNCH    1 1
 AC0622
 AC0622.Superseded values are not recommended for survey control.
 AC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0622.See file dsdata.txt to determine how the superseded data were derived.
 AC0622
 AC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ514704(NAD 83)
 AC0622_MARKER: DD = SURVEY DISK
 AC0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0622_SP_SET: BRIDGE ABUTMENT
 AC0622_STAMPING: 5.33
 AC0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0622
 AC0622  HISTORY     - Date     Condition        Report By
 AC0622  HISTORY     - UNK      MONUMENTED       FLDT
 AC0622  HISTORY     - 1966     GOOD             NGS
 AC0622  HISTORY     - 1990     GOOD             USPSQD
 AC0622  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0622  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0622
 AC0622                          STATION DESCRIPTION
 AC0622
 AC0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0622'7.6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0622'ABOUT 7.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0622'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 8.55 MILES
 AC0622'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE
 AC0622'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0622'OF HIGHWAY BRIDGE NO. 59 A, 17 FEET SOUTHWEST OF THE CENTER LINE
 AC0622'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0622
 AC0622                          STATION RECOVERY (1990)
 AC0622
 AC0622'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0622'RECOVERED IN GOOD CONDITION.
 AC0622
 AC0622                          STATION RECOVERY (1992)
 AC0622
 AC0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0622'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0622'DESTROYED.
 AC0622
 AC0622                          STATION RECOVERY (1999)
 AC0622
 AC0622'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3444 ***********************************************************************
 AF3444  DESIGNATION -  535 JLR USE
 AF3444  PID         -  AF3444
 AF3444  STATE/COUNTY-  FL/INDIAN RIVER
 AF3444  USGS QUAD   -  SEBASTIAN (1970)
 AF3444
 AF3444                         *CURRENT SURVEY CONTROL
 AF3444  ___________________________________________________________________
 AF3444* NAD 83(1986)-  27 51 30.     (N)    080 26 48.     (W)     SCALED    
 AF3444* NAVD 88     -         6.593  (meters)      21.63   (feet)  ADJUSTED  
 AF3444  ___________________________________________________________________
 AF3444  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF3444  DYNAMIC HT  -           6.583 (meters)      21.60  (feet)  COMP
 AF3444  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 AF3444
 AF3444  VERT ORDER  -  SECOND    CLASS 0
 AF3444
 AF3444.The horizontal coordinates were scaled from a topographic map and have
 AF3444.an estimated accuracy of +/- 6 seconds.
 AF3444
 AF3444.The orthometric height was determined by differential leveling
 AF3444.and adjusted by the National Geodetic Survey in June 1991..
 AF3444
 AF3444.The geoid height was determined by GEOID03.
 AF3444
 AF3444.The dynamic height is computed by dividing the NAVD 88
 AF3444.geopotential number by the normal gravity value computed on the
 AF3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3444.degrees latitude (g = 980.6199 gals.).
 AF3444
 AF3444.The modeled gravity was interpolated from observed gravity values.
 AF3444
 AF3444;                    North         East    Units  Estimated Accuracy
 AF3444;SPC FL E     -   390,630.      254,500.      MT  (+/- 180 meters Scaled)
 AF3444
 AF3444                          SUPERSEDED SURVEY CONTROL
 AF3444
 AF3444  NGVD 29 (09/01/92)    7.025  (m)           23.05   (f) ADJUSTED    2 0
 AF3444
 AF3444.Superseded values are not recommended for survey control.
 AF3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3444.See file dsdata.txt to determine how the superseded data were derived.
 AF3444
 AF3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL544816(NAD 83)
 AF3444_MARKER: DD = SURVEY DISK
 AF3444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3444_SP_SET: BRIDGE
 AF3444_STAMPING: 535 JLR 1965 CANAVERAL
 AF3444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3444+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 AF3444
 AF3444  HISTORY     - Date     Condition        Report By
 AF3444  HISTORY     - 1965     MONUMENTED       USE
 AF3444  HISTORY     - 1970     GOOD             NGS
 AF3444  HISTORY     - 1971     GOOD             NGS
 AF3444  HISTORY     - 1979     GOOD             FLDT
 AF3444  HISTORY     - 1983     GOOD             USPSQD
 AF3444  HISTORY     - 1989     GOOD             USPSQD
 AF3444  HISTORY     - 19940718 GOOD             USPSQD
 AF3444  HISTORY     - 19960115 GOOD             USPSQD
 AF3444  HISTORY     - 19980226 GOOD             USPSQD
 AF3444  HISTORY     - 20010517 GOOD             USPSQD
 AF3444  HISTORY     - 20030113 GOOD             USPSQD
 AF3444  HISTORY     - 20030515 MARK NOT FOUND   USPSQD
 AF3444
 AF3444                          STATION DESCRIPTION
 AF3444
 AF3444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3444'9.8 MI NE FROM WABASSO.
 AF3444'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 510 FROM THE JUNCTION
 AF3444'OF U.S. HIGHWAY 1 AT WABASSO, THENCE 7.2 MILES NORTH ALONG
 AF3444'STATE HIGHWAY A 1 A, SET IN THE TOP OF THE SOUTH END OF THE
 AF3444'EAST CONCRETE GUARD RAIL BASE TO THE HIGHWAY BRIDGE OVER
 AF3444'SEBASTIAN INLET, 17.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AF3444'0.8 FOOT NORTH OF THE SOUTH END OF THE BASE AND 1 FOOT ABOVE
 AF3444'THE LEVEL OF THE HIGHWAY.  SECTION 20, T 30S, R 39E
 AF3444
 AF3444                          STATION RECOVERY (1971)
 AF3444
 AF3444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1979)
 AF3444
 AF3444'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1983)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1983
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1989)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1994)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1996)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1998)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (2001)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (2003)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (2003)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF3444'STATE HIGHWAY 510 WIDENED AND RESURFACED. ROAD SHOULDERS COVERED BY
 AF3444'BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0481 ***********************************************************************
 AC0481  DESIGNATION -  537 FCE
 AC0481  PID         -  AC0481
 AC0481  STATE/COUNTY-  FL/MIAMI-DADE
 AC0481  USGS QUAD   -  HIALEAH SW (1988)
 AC0481
 AC0481                         *CURRENT SURVEY CONTROL
 AC0481  ___________________________________________________________________
 AC0481* NAD 83(1986)-  25 45 39.     (N)    080 26 56.     (W)     SCALED    
 AC0481* NAVD 88     -         2.743  (meters)       9.00   (feet)  ADJUSTED  
 AC0481  ___________________________________________________________________
 AC0481  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AC0481  DYNAMIC HT  -           2.738 (meters)       8.98  (feet)  COMP
 AC0481  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 AC0481
 AC0481  VERT ORDER  -  FIRST     CLASS I
 AC0481
 AC0481.The horizontal coordinates were scaled from a topographic map and have
 AC0481.an estimated accuracy of +/- 6 seconds.
 AC0481
 AC0481.The orthometric height was determined by differential leveling
 AC0481.and adjusted by the National Geodetic Survey in June 1991..
 AC0481
 AC0481.The geoid height was determined by GEOID03.
 AC0481
 AC0481.The dynamic height is computed by dividing the NAVD 88
 AC0481.geopotential number by the normal gravity value computed on the
 AC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0481.degrees latitude (g = 980.6199 gals.).
 AC0481
 AC0481.The modeled gravity was interpolated from observed gravity values.
 AC0481
 AC0481;                    North         East    Units  Estimated Accuracy
 AC0481;SPC FL E     -   158,240.      255,290.      MT  (+/- 180 meters Scaled)
 AC0481
 AC0481                          SUPERSEDED SURVEY CONTROL
 AC0481
 AC0481  NGVD 29 (??/??/92)    3.223  (m)           10.57   (f) ADJ UNCH    1 1
 AC0481
 AC0481.Superseded values are not recommended for survey control.
 AC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0481.See file dsdata.txt to determine how the superseded data were derived.
 AC0481
 AC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ552493(NAD 83)
 AC0481_MARKER: DD = SURVEY DISK
 AC0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0481_SP_SET: BRIDGE
 AC0481_STAMPING: FCE 237 1951 JACKSONVILLE
 AC0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0481
 AC0481  HISTORY     - Date     Condition        Report By
 AC0481  HISTORY     - 1951     MONUMENTED       DOD
 AC0481  HISTORY     - 1965     GOOD             NGS
 AC0481  HISTORY     - 19910302 MARK NOT FOUND   USPSQD
 AC0481  HISTORY     - 19920218 MARK NOT FOUND   NGS
 AC0481
 AC0481                          STATION DESCRIPTION
 AC0481
 AC0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0481'8.5 MI W FROM WEST MIAMI.
 AC0481'ABOUT 8.5 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI
 AC0481'POST OFFICE AT WEST MIAMI, ABOUT 2.0 MILES EAST OF THE
 AC0481'INTERSECTION OF STATE HIGHWAY 27, IN SECTION 4, R 39E, T 54S,
 AC0481'AT THE SOUTHEAST CORNER OF A 60-FOOT CONCRETE HIGHWAY BRIDGE
 AC0481'FOR WESTBOUND LANE OF HIGHWAY, 14 1/2 FEET SOUTH OF THE CENTER
 AC0481'LINE OF THE HIGHWAY, AND SET IN TOP OF THE EAST END OF THE
 AC0481'SOUTH CONCRETE GUARD RAIL BASE, ABOUT 1 FOOT ABOVE LEVEL OF
 AC0481'BRIDGE FLOOR.
 AC0481
 AC0481                          STATION RECOVERY (1991)
 AC0481
 AC0481'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC0481'MARK NOT FOUND.
 AC0481
 AC0481                          STATION RECOVERY (1992)
 AC0481
 AC0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0481'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0652 ***********************************************************************
 AC0652  DESIGNATION -  5.38
 AC0652  PID         -  AC0652
 AC0652  STATE/COUNTY-  FL/COLLIER
 AC0652  USGS QUAD   -  WEAVERS STATION (1972)
 AC0652
 AC0652                         *CURRENT SURVEY CONTROL
 AC0652  ___________________________________________________________________
 AC0652* NAD 83(1986)-  25 57 30.     (N)    081 29 29.     (W)     SCALED    
 AC0652* NAVD 88     -         1.289  (meters)       4.23   (feet)  ADJUSTED  
 AC0652  ___________________________________________________________________
 AC0652  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0652  DYNAMIC HT  -           1.287 (meters)       4.22  (feet)  COMP
 AC0652  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 AC0652
 AC0652  VERT ORDER  -  FIRST     CLASS I
 AC0652
 AC0652.The horizontal coordinates were scaled from a topographic map and have
 AC0652.an estimated accuracy of +/- 6 seconds.
 AC0652
 AC0652.The orthometric height was determined by differential leveling
 AC0652.and adjusted by the National Geodetic Survey in June 1991..
 AC0652
 AC0652.The geoid height was determined by GEOID03.
 AC0652
 AC0652.The dynamic height is computed by dividing the NAVD 88
 AC0652.geopotential number by the normal gravity value computed on the
 AC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0652.degrees latitude (g = 980.6199 gals.).
 AC0652
 AC0652.The modeled gravity was interpolated from observed gravity values.
 AC0652
 AC0652;                    North         East    Units  Estimated Accuracy
 AC0652;SPC FL E     -   180,090.      150,790.      MT  (+/- 180 meters Scaled)
 AC0652
 AC0652                          SUPERSEDED SURVEY CONTROL
 AC0652
 AC0652  NGVD 29 (??/??/92)    1.699  (m)            5.57   (f) ADJ UNCH    1 1
 AC0652
 AC0652.Superseded values are not recommended for survey control.
 AC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0652.See file dsdata.txt to determine how the superseded data were derived.
 AC0652
 AC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ508711(NAD 83)
 AC0652_MARKER: DD = SURVEY DISK
 AC0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0652_SP_SET: BRIDGE ABUTMENT
 AC0652_STAMPING: 5.38
 AC0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0652
 AC0652  HISTORY     - Date     Condition        Report By
 AC0652  HISTORY     - UNK      MONUMENTED       FLDT
 AC0652  HISTORY     - 1966     GOOD             NGS
 AC0652  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0652  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0652
 AC0652                          STATION DESCRIPTION
 AC0652
 AC0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0652'7 MI SE FROM ROYAL PALM HAMMOCK.
 AC0652'ABOUT 7.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0652'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0652'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0652'BRIDGE NO. 57 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0652'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0652
 AC0652                          STATION RECOVERY (1992)
 AC0652
 AC0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0652'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0652'DESTROYED.
 AC0652
 AC0652                          STATION RECOVERY (1999)
 AC0652
 AC0652'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3530 ***********************************************************************
 AJ3530  DESIGNATION -  54
 AJ3530  PID         -  AJ3530
 AJ3530  STATE/COUNTY-  FL/PALM BEACH
 AJ3530  USGS QUAD   -  BRYANT (1970)
 AJ3530
 AJ3530                         *CURRENT SURVEY CONTROL
 AJ3530  ___________________________________________________________________
 AJ3530* NAD 83(1986)-  26 47 54.     (N)    080 32 36.     (W)     SCALED    
 AJ3530* NAVD 88     -         4.295  (meters)      14.09   (feet)  ADJUSTED  
 AJ3530  ___________________________________________________________________
 AJ3530  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ3530  DYNAMIC HT  -           4.289 (meters)      14.07  (feet)  COMP
 AJ3530  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 AJ3530
 AJ3530  VERT ORDER  -  SECOND    CLASS I
 AJ3530
 AJ3530.The horizontal coordinates were scaled from a topographic map and have
 AJ3530.an estimated accuracy of +/- 6 seconds.
 AJ3530
 AJ3530.The orthometric height was determined by differential leveling
 AJ3530.and adjusted by the National Geodetic Survey in May 2003..
 AJ3530
 AJ3530.The geoid height was determined by GEOID03.
 AJ3530
 AJ3530.The dynamic height is computed by dividing the NAVD 88
 AJ3530.geopotential number by the normal gravity value computed on the
 AJ3530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3530.degrees latitude (g = 980.6199 gals.).
 AJ3530
 AJ3530.The modeled gravity was interpolated from observed gravity values.
 AJ3530
 AJ3530;                    North         East    Units  Estimated Accuracy
 AJ3530;SPC FL E     -   273,140.      245,410.      MT  (+/- 180 meters Scaled)
 AJ3530
 AJ3530                          SUPERSEDED SURVEY CONTROL
 AJ3530
 AJ3530  NAVD 88 (09/17/01)    4.301  (m)           14.11   (f) UNKNOWN     2 1
 AJ3530
 AJ3530.Superseded values are not recommended for survey control.
 AJ3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3530.See file dsdata.txt to determine how the superseded data were derived.
 AJ3530
 AJ3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK453641(NAD 83)
 AJ3530_MARKER: DD = SURVEY DISK
 AJ3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3530_STAMPING: BM 54 1999
 AJ3530_MARK LOGO: SFLWMD
 AJ3530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3530+STABILITY: SURFACE MOTION
 AJ3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3530+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3530
 AJ3530  HISTORY     - Date     Condition        Report By
 AJ3530  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3530  HISTORY     - 20000219 GOOD             FLDEP
 AJ3530
 AJ3530                          STATION DESCRIPTION
 AJ3530
 AJ3530'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3530'THE MARK IS ABOUT 33.0 MI (53.1 KM) NORTHWEST OF PALM BEACH, 5.4 MI
 AJ3530'(8.7 KM) SOUTHEAST OF CANAL POINT, IN SECTION 28, TOWNSHIP 42 SOUTH,
 AJ3530'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3530'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3530'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3530'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3530'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3530'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3530'ROAD ON THE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER 10 AND GO SOUTHERLY
 AJ3530'FOR 5.3 MI (8.5 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AJ3530'CONCRETE MONUMENT RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 AJ3530'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 300.00 FT (91.44
 AJ3530'M) NORTHWEST OF AND ACROSS THE LEVEE ROAD FROM A ROAD LEADING EAST,
 AJ3530'262.8 FT (80.1 M) WEST OF POWER POLE NUMBER 64929752206 (P114) WITH A
 AJ3530'TRANFORMER AND 4 GUY WIRES, 99.3 FT (30.3 M) WEST-NORTHWEST OF A POWER
 AJ3530'POLE WITH A LIGHT ATTACHED, 21.3 FT (6.5 M) SOUTHWEST OF THE LEVEE
 AJ3530'ROAD AND 2.0 FT (0.6 M) NORTHEAST OF A SFWMD METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6652 ***********************************************************************
 DE6652  DESIGNATION -  54 CMP
 DE6652  PID         -  DE6652
 DE6652  STATE/COUNTY-  FL/UNION
 DE6652  USGS QUAD   -  RAIFORD (1984)
 DE6652
 DE6652                         *CURRENT SURVEY CONTROL
 DE6652  ___________________________________________________________________
 DE6652* NAD 83(1986)-  30 05 44.     (N)    082 09 36.     (W)     SCALED    
 DE6652* NAVD 88     -        42.557  (meters)     139.62   (feet)  ADJUSTED  
 DE6652  ___________________________________________________________________
 DE6652  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DE6652  DYNAMIC HT  -          42.501 (meters)     139.44  (feet)  COMP
 DE6652  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 DE6652
 DE6652  VERT ORDER  -  SECOND    CLASS I
 DE6652
 DE6652.The horizontal coordinates were scaled from a topographic map and have
 DE6652.an estimated accuracy of +/- 6 seconds.
 DE6652
 DE6652.The orthometric height was determined by differential leveling
 DE6652.and adjusted by the National Geodetic Survey in July 2004..
 DE6652.No vertical observational check was made to the station.
 DE6652
 DE6652.The geoid height was determined by GEOID03.
 DE6652
 DE6652.The dynamic height is computed by dividing the NAVD 88
 DE6652.geopotential number by the normal gravity value computed on the
 DE6652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6652.degrees latitude (g = 980.6199 gals.).
 DE6652
 DE6652.The modeled gravity was interpolated from observed gravity values.
 DE6652
 DE6652;                    North         East    Units  Estimated Accuracy
 DE6652;SPC FL N     -   123,750.      825,530.      MT  (+/- 180 meters Scaled)
 DE6652
 DE6652                          SUPERSEDED SURVEY CONTROL
 DE6652
 DE6652.No superseded survey control is available for this station.
 DE6652
 DE6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP882299(NAD 83)
 DE6652_MARKER: DB = BENCH MARK DISK
 DE6652_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6652_STAMPING: 54 CMP 1970
 DE6652_MARK LOGO: USGS  
 DE6652_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6652+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6652
 DE6652  HISTORY     - Date     Condition        Report By
 DE6652  HISTORY     - 1970     MONUMENTED       USGS
 DE6652  HISTORY     - 19920208 GOOD             NGS
 DE6652
 DE6652                          STATION DESCRIPTION
 DE6652
 DE6652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6652'THE MARK IS ABOUT 6.0 MI (9.7 KM) NORTHEAST OF RAIFORD IN SECTION 1, T
 DE6652'5 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121 AND
 DE6652'COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY ROAD
 DE6652'CR-125 FOR 4.05 MI (6.52 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 DE6652'OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6652'LOCATED 48.5 FT (14.8 M) EAST OF THE CENTERLINE OF COUNTY ROAD CR-125,
 DE6652'33.5 FT (10.2 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF NW
 DE6652'115 AVENUE, 18.6 FT (5.7 M) NORTH-NORTHEAST OF A LARGE TELEPHONE CABLE
 DE6652'BOX NUMBER 125 X BOX, 1.1 FT (0.3 M) EAST OF A METAL WITNESS POST AND
 DE6652'1.0 FT (0.3 M) WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0252 ***********************************************************************
 BE0252  DESIGNATION -  54 WSM USGS
 BE0252  PID         -  BE0252
 BE0252  STATE/COUNTY-  FL/JACKSON
 BE0252  USGS QUAD   -  COTTONDALE EAST (1994)
 BE0252
 BE0252                         *CURRENT SURVEY CONTROL
 BE0252  ___________________________________________________________________
 BE0252* NAD 83(1986)-  30 48 58.     (N)    085 15 13.     (W)     SCALED    
 BE0252* NAVD 88     -        48.658  (meters)     159.64   (feet)  ADJUSTED  
 BE0252  ___________________________________________________________________
 BE0252  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BE0252  DYNAMIC HT  -          48.595 (meters)     159.43  (feet)  COMP
 BE0252  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 BE0252
 BE0252  VERT ORDER  -  SECOND    CLASS 0
 BE0252
 BE0252.The horizontal coordinates were scaled from a topographic map and have
 BE0252.an estimated accuracy of +/- 6 seconds.
 BE0252
 BE0252.The orthometric height was determined by differential leveling
 BE0252.and adjusted by the National Geodetic Survey in June 1991..
 BE0252
 BE0252.The geoid height was determined by GEOID03.
 BE0252
 BE0252.The dynamic height is computed by dividing the NAVD 88
 BE0252.geopotential number by the normal gravity value computed on the
 BE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0252.degrees latitude (g = 980.6199 gals.).
 BE0252
 BE0252.The modeled gravity was interpolated from observed gravity values.
 BE0252
 BE0252;                    North         East    Units  Estimated Accuracy
 BE0252;SPC FL N     -   201,560.      527,890.      MT  (+/- 180 meters Scaled)
 BE0252
 BE0252                          SUPERSEDED SURVEY CONTROL
 BE0252
 BE0252  NGVD 29 (??/??/92)   48.782  (m)          160.05   (f) ADJ UNCH    2 0
 BE0252
 BE0252.Superseded values are not recommended for survey control.
 BE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0252.See file dsdata.txt to determine how the superseded data were derived.
 BE0252
 BE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV670105(NAD 83)
 BE0252_MARKER: DD = SURVEY DISK
 BE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0252_STAMPING: 54 WSM 1948 160
 BE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0252+STABILITY: SURFACE MOTION
 BE0252
 BE0252  HISTORY     - Date     Condition        Report By
 BE0252  HISTORY     - 1948     MONUMENTED       USGS
 BE0252  HISTORY     - 1952     GOOD             NGS
 BE0252  HISTORY     - 1964     GOOD             NGS
 BE0252  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0252
 BE0252                          STATION DESCRIPTION
 BE0252
 BE0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0252'4 MI NW FROM MARIANNA.
 BE0252'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE COURT
 BE0252'HOUSE AT MARIANNA, THENCE ABOUT 2.3 MILES NORTH ALONG A GRADED
 BE0252'ROAD, AT A TURN IN THE GRADED ROAD WITH TANGENTS EXTENDING SOUTH
 BE0252'AND WEST AND JUNCTION OF A DIM ROAD NORTH, 14 FEET EAST OF
 BE0252'CENTER LINE OF DIM ROAD NORTH, ABOUT 4 FEET SOUTH OF BEING IN
 BE0252'LINE WITH CENTER LINE OF WEST TANGENT OF ROAD, 121 FEET NORTHWEST
 BE0252'OF NORTHWEST CORNER OF AN UNPAINTED HOUSE, 7 1/2 FEET SOUTH OF
 BE0252'A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET
 BE0252'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BE0252'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0252'4 INCHES.  NOTE-- THE HOUSE HAS BEEN REMOVED AND THE MARK IS
 BE0252'125 FEET NORTH OF THE OLD DRIVEWAY.  THE DESCRIPTION IS ADEQUATE
 BE0252'FOR RECOVERY.  THE WHITE WITNESS POST WAS REPLACED WITH A
 BE0252'WITNESS SIGN.
 BE0252
 BE0252                          STATION RECOVERY (1964)
 BE0252
 BE0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE0252'RECOVERED IN GOOD CONDITION.
 BE0252
 BE0252                          STATION RECOVERY (2001)
 BE0252
 BE0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0252'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6177 ***********************************************************************
 AK6177  DESIGNATION -  54 WT 1
 AK6177  PID         -  AK6177
 AK6177  STATE/COUNTY-  FL/BREVARD
 AK6177  USGS QUAD   -  FALSE CAPE (1984)
 AK6177
 AK6177                         *CURRENT SURVEY CONTROL
 AK6177  ___________________________________________________________________
 AK6177* NAD 83(1990)-  28 32 58.51998(N)    080 37 11.25097(W)     ADJUSTED  
 AK6177* NAVD 88     -                                                        
 AK6177  ___________________________________________________________________
 AK6177  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AK6177  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK6177
 AK6177  HORZ ORDER  -  THIRD
 AK6177
 AK6177.The horizontal coordinates were established by classical geodetic methods
 AK6177.and adjusted by the National Geodetic Survey in May 1991..
 AK6177
 AK6177
 AK6177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6177
 AK6177.The geoid height was determined by GEOID03.
 AK6177
 AK6177;                    North         East     Units Scale Factor Converg.
 AK6177;SPC FL E     -   467,171.983   237,204.479   MT  0.99995825   +0 10 54.2
 AK6177;SPC FL E     - 1,532,713.41    778,228.36   sFT  0.99995825   +0 10 54.2
 AK6177;UTM  17      - 3,158,144.567   537,191.785   MT  0.99961707   +0 10 54.2
 AK6177
 AK6177                          SUPERSEDED SURVEY CONTROL
 AK6177
 AK6177  NAD 83(1986)-  28 32 58.52616(N)    080 37 11.26399(W) AD(       ) 4
 AK6177  NAD 27      -  28 32 57.53425(N)    080 37 12.08035(W) AD(       ) 3
 AK6177
 AK6177.Superseded values are not recommended for survey control.
 AK6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6177.See file dsdata.txt to determine how the superseded data were derived.
 AK6177
 AK6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3719258145(NAD 83)
 AK6177_MARKER: 55 = TOWER
 AK6177
 AK6177  HISTORY     - Date     Condition        Report By
 AK6177  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6177
 AK6177                          STATION DESCRIPTION
 AK6177
 AK6177'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6330 ***********************************************************************
 AK6330  DESIGNATION -  54 WT 10
 AK6330  PID         -  AK6330
 AK6330  STATE/COUNTY-  FL/BREVARD
 AK6330  USGS QUAD   -  WILSON (1979)
 AK6330
 AK6330                         *CURRENT SURVEY CONTROL
 AK6330  ___________________________________________________________________
 AK6330* NAD 83(1990)-  28 39 30.83016(N)    080 41 59.34857(W)     ADJUSTED  
 AK6330* NAVD 88     -                                                        
 AK6330  ___________________________________________________________________
 AK6330  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AK6330  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AK6330
 AK6330  HORZ ORDER  -  THIRD
 AK6330
 AK6330.The horizontal coordinates were established by classical geodetic methods
 AK6330.and adjusted by the National Geodetic Survey in May 1991..
 AK6330
 AK6330
 AK6330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6330
 AK6330.The geoid height was determined by GEOID03.
 AK6330
 AK6330;                    North         East     Units Scale Factor Converg.
 AK6330;SPC FL E     -   479,226.766   229,343.253   MT  0.99995180   +0 08 38.3
 AK6330;SPC FL E     - 1,572,263.15    752,436.99   sFT  0.99995180   +0 08 38.3
 AK6330;UTM  17      - 3,170,195.237   529,333.241   MT  0.99961062   +0 08 38.3
 AK6330
 AK6330                          SUPERSEDED SURVEY CONTROL
 AK6330
 AK6330  NAD 83(1986)-  28 39 30.83661(N)    080 41 59.36096(W) AD(       ) 4
 AK6330  NAD 27      -  28 39 29.86036(N)    080 42 00.18047(W) AD(       ) 3
 AK6330
 AK6330.Superseded values are not recommended for survey control.
 AK6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6330.See file dsdata.txt to determine how the superseded data were derived.
 AK6330
 AK6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2933370195(NAD 83)
 AK6330_MARKER: 55 = TOWER
 AK6330
 AK6330  HISTORY     - Date     Condition        Report By
 AK6330  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6330  HISTORY     - 1988     GOOD             USPSQD
 AK6330  HISTORY     - 1989     GOOD             USPSQD
 AK6330  HISTORY     - 1990     GOOD             USPSQD
 AK6330
 AK6330                          STATION DESCRIPTION
 AK6330
 AK6330'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6330'THE STATION IS THE TOP AND CENTER OF A 54 FOOT ALUMINUM WEATHER
 AK6330'TOWER.  A 4 X 6 FOOT STRUCTURE SUPPORTED BY A 6 X 8 FOOT CONCRETE
 AK6330'PAD.
 AK6330'
 AK6330'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK6330'HIGHWAY 402 IN TITUSVILLE, GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6330'2.9 MILES TO THE INTERSECTION OF STATE HIGHWAYS 402 AND
 AK6330'406.  CONTINUE EASTERLY ON STATE HIGHWAY 402 FOR 4.5 MILES TO
 AK6330'THE INTERSECTION OF STATE HIGHWAY 402 AND STATE HIGHWAY 3
 AK6330'(KENNEDY PARKWAY), TURN LEFT NORTHERLY ON STATE HIGHWAY 3
 AK6330'(KENNEDY PARKWAY) FOR 3.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 AK6330'EASTERLY FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT FOR 0.05
 AK6330'MILE TO THE TOWER.
 AK6330
 AK6330                          STATION RECOVERY (1988)
 AK6330
 AK6330'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6330'RECOVERED IN GOOD CONDITION.
 AK6330
 AK6330                          STATION RECOVERY (1989)
 AK6330
 AK6330'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6330'RECOVERED IN GOOD CONDITION.
 AK6330
 AK6330                          STATION RECOVERY (1990)
 AK6330
 AK6330'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6331 ***********************************************************************
 AK6331  DESIGNATION -  54 WT 11
 AK6331  PID         -  AK6331
 AK6331  STATE/COUNTY-  FL/BREVARD
 AK6331  USGS QUAD   -  WILSON (1979)
 AK6331
 AK6331                         *CURRENT SURVEY CONTROL
 AK6331  ___________________________________________________________________
 AK6331* NAD 83(1990)-  28 41 15.93147(N)    080 43 08.33310(W)     ADJUSTED  
 AK6331* NAVD 88     -                                                        
 AK6331  ___________________________________________________________________
 AK6331  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AK6331  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK6331
 AK6331  HORZ ORDER  -  THIRD
 AK6331
 AK6331.The horizontal coordinates were established by classical geodetic methods
 AK6331.and adjusted by the National Geodetic Survey in May 1991..
 AK6331
 AK6331
 AK6331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6331
 AK6331.The geoid height was determined by GEOID03.
 AK6331
 AK6331;                    North         East     Units Scale Factor Converg.
 AK6331;SPC FL E     -   482,457.712   227,462.473   MT  0.99995048   +0 08 05.6
 AK6331;SPC FL E     - 1,582,863.34    746,266.46   sFT  0.99995048   +0 08 05.6
 AK6331;UTM  17      - 3,173,425.081   527,453.103   MT  0.99960930   +0 08 05.6
 AK6331
 AK6331                          SUPERSEDED SURVEY CONTROL
 AK6331
 AK6331  NAD 83(1986)-  28 41 15.93796(N)    080 43 08.34536(W) AD(       ) 4
 AK6331  NAD 27      -  28 41 14.96245(N)    080 43 09.16261(W) AD(       ) 3
 AK6331
 AK6331.Superseded values are not recommended for survey control.
 AK6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6331.See file dsdata.txt to determine how the superseded data were derived.
 AK6331
 AK6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2745373425(NAD 83)
 AK6331_MARKER: 55 = TOWER
 AK6331
 AK6331  HISTORY     - Date     Condition        Report By
 AK6331  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6331  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK6331  HISTORY     - 1990     POOR             USPSQD
 AK6331
 AK6331                          STATION DESCRIPTION
 AK6331
 AK6331'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6331'STATION IS THE TOP AND CENTER OF A 54 FOOT ALUMINUM WEATHER
 AK6331'TOWER.  A 4 X 6 FOOT STRUCTURE SUPPORTED BY A 6 X 8 FOOT CONCRETE
 AK6331'PAD.
 AK6331'
 AK6331'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK6331'HIGHWAY 402 IN TITUSVILLE, GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6331'2.9 MILES TO THE JUNCTION OF STATE HIGHWAYS 402 AND 406.  CONTINUE
 AK6331'SOUTHEASTERLY ON STATE HIGHWAY 402 FOR 4.5 MILES TO THE JUNCTION
 AK6331'OF STATE HIGHWAYS 402, AND 3 (KENNEDY PARKWAY).  TURN LEFT
 AK6331'NORTHERLY ON STATE HIGHWAY 3 (KENNEDY PARKWAY) FOR 1.1 MILES TO A
 AK6331'SIDE ROAD RIGHT, TURN RIGHT EASTERLY FOR 0.4 MILE TO A SIDE
 AK6331'ROAD LEFT.  TURN LEFT NORTHERLY FOR 0.05 MILE TO THE SITE AS
 AK6331'DESCRIBED.
 AK6331
 AK6331                          STATION RECOVERY (1988)
 AK6331
 AK6331'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6331'MARK NOT FOUND.
 AK6331
 AK6331                          STATION RECOVERY (1990)
 AK6331
 AK6331'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6331'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6365 ***********************************************************************
 AK6365  DESIGNATION -  54 WT 12
 AK6365  PID         -  AK6365
 AK6365  STATE/COUNTY-  FL/BREVARD
 AK6365  USGS QUAD   -  MIMS (1989)
 AK6365
 AK6365                         *CURRENT SURVEY CONTROL
 AK6365  ___________________________________________________________________
 AK6365* NAD 83(1990)-  28 40 57.34864(N)    080 45 07.72196(W)     ADJUSTED  
 AK6365* NAVD 88     -                                                        
 AK6365  ___________________________________________________________________
 AK6365  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AK6365  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AK6365
 AK6365  HORZ ORDER  -  THIRD
 AK6365
 AK6365.The horizontal coordinates were established by classical geodetic methods
 AK6365.and adjusted by the National Geodetic Survey in May 1991..
 AK6365
 AK6365
 AK6365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6365
 AK6365.The geoid height was determined by GEOID03.
 AK6365
 AK6365;                    North         East     Units Scale Factor Converg.
 AK6365;SPC FL E     -   481,878.466   224,222.747   MT  0.99994841   +0 07 08.3
 AK6365;SPC FL E     - 1,580,962.93    735,637.46   sFT  0.99994841   +0 07 08.3
 AK6365;UTM  17      - 3,172,846.033   524,214.482   MT  0.99960724   +0 07 08.3
 AK6365
 AK6365                          SUPERSEDED SURVEY CONTROL
 AK6365
 AK6365  NAD 83(1986)-  28 40 57.35527(N)    080 45 07.73421(W) AD(       ) 4
 AK6365  NAD 27      -  28 40 56.37959(N)    080 45 08.54810(W) AD(       ) 3
 AK6365
 AK6365.Superseded values are not recommended for survey control.
 AK6365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6365.See file dsdata.txt to determine how the superseded data were derived.
 AK6365
 AK6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2421472846(NAD 83)
 AK6365_MARKER: 55 = TOWER
 AK6365
 AK6365  HISTORY     - Date     Condition        Report By
 AK6365  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6365  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK6365  HISTORY     - 1989     POOR             USPSQD
 AK6365  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK6365
 AK6365                          STATION DESCRIPTION
 AK6365
 AK6365'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6365'STATION IS THE TOP AND CENTER OF A 54 FOOT ALUMINUM WEATHER
 AK6365'TOWER.  A 4 X 6 FOOT STRUCTURE SUPPORTED BY A 6 X 8 FOOT CONCRETE
 AK6365'PAD.
 AK6365'
 AK6365'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK6365'HIGHWAY 402 IN TITUSVILLE, GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6365'2.9 MILES TO THE INTERSECTION OF STATE HIGHWAYS 402 AND
 AK6365'406.  CONTINUE NORTHEASTERLY ON STATE HIGHWAY 406 FOR 2.8 MILES
 AK6365'TO A SIDE ROAD LEFT, TURN LEFT NORTHERLY FOR 1.1 MILES TO A SIDE
 AK6365'ROAD RIGHT, TURN RIGHT FOR 0.05 MILE TO THE SITE AS DESCRIBED.
 AK6365
 AK6365                          STATION RECOVERY (1988)
 AK6365
 AK6365'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6365'MARK NOT FOUND.
 AK6365
 AK6365                          STATION RECOVERY (1989)
 AK6365
 AK6365'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6365'MARK RECOVERED IN POOR CONDITION.
 AK6365
 AK6365                          STATION RECOVERY (1990)
 AK6365
 AK6365'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6157 ***********************************************************************
 AK6157  DESIGNATION -  54 WT 2
 AK6157  PID         -  AK6157
 AK6157  STATE/COUNTY-  FL/BREVARD
 AK6157  USGS QUAD   -  FALSE CAPE (1984)
 AK6157
 AK6157                         *CURRENT SURVEY CONTROL
 AK6157  ___________________________________________________________________
 AK6157* NAD 83(1990)-  28 31 27.45785(N)    080 37 21.65314(W)     ADJUSTED  
 AK6157* NAVD 88     -                                                        
 AK6157  ___________________________________________________________________
 AK6157  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AK6157  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK6157
 AK6157  HORZ ORDER  -  THIRD
 AK6157
 AK6157.The horizontal coordinates were established by classical geodetic methods
 AK6157.and adjusted by the National Geodetic Survey in May 1991..
 AK6157
 AK6157
 AK6157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6157
 AK6157.The geoid height was determined by GEOID03.
 AK6157
 AK6157;                    North         East     Units Scale Factor Converg.
 AK6157;SPC FL E     -   464,367.819   236,930.550   MT  0.99995800   +0 10 48.7
 AK6157;SPC FL E     - 1,523,513.42    777,329.65   sFT  0.99995800   +0 10 48.7
 AK6157;UTM  17      - 3,155,341.360   536,917.950   MT  0.99961682   +0 10 48.7
 AK6157
 AK6157                          SUPERSEDED SURVEY CONTROL
 AK6157
 AK6157  NAD 83(1986)-  28 31 27.46406(N)    080 37 21.66602(W) AD(       ) 4
 AK6157  NAD 27      -  28 31 26.46752(N)    080 37 22.48267(W) AD(       ) 3
 AK6157
 AK6157.Superseded values are not recommended for survey control.
 AK6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6157.See file dsdata.txt to determine how the superseded data were derived.
 AK6157
 AK6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3691855341(NAD 83)
 AK6157_MARKER: 55 = TOWER
 AK6157
 AK6157  HISTORY     - Date     Condition        Report By
 AK6157  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6157  HISTORY     - 20020130 MARK NOT FOUND   NGS
 AK6157
 AK6157                          STATION DESCRIPTION
 AK6157
 AK6157'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6157'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6157'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS
 AK6157'54 FT. HIGH, PAINTED RED, HAS ADJUSTABLE LEGS AT THE BASE FOR
 AK6157'VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.  THE TOWER SITS ON
 AK6157'A 6X8 FT. CONCRETE BASE.
 AK6157'
 AK6157'STATION IS LOCATED ON MERRITT ISLAND, ABOUT 0.1 MILE WEST OF
 AK6157'THE WEST SHORE OF THE BANANA RIVER AND 0.2 MILE NORTH OF THE
 AK6157'NASA CAUSEWAY.
 AK6157'
 AK6157'TO REACH FROM THE CENTRAL CONTROL BUILDING IN THE CAPE KENNEDY
 AK6157'AREA, GO SOUTH ON CAPE ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN
 AK6157'RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR 0.6 MILE TO A GUARD
 AK6157'GATE.  CONTINUE NORTHWEST AND WEST ON THE NASA CAUSEWAY FOR 2.9
 AK6157'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED
 AK6157'ROAD FOR 0.2 MILE TO A SMALL WHITE CONCRETE BLOCK BUILDING AND
 AK6157'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY
 AK6157'FOR ABOUT 90 FT. TO THE STATION.
 AK6157
 AK6157                          STATION RECOVERY (2002)
 AK6157
 AK6157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AK6157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6176 ***********************************************************************
 AK6176  DESIGNATION -  54 WT 3
 AK6176  PID         -  AK6176
 AK6176  STATE/COUNTY-  FL/BREVARD
 AK6176  USGS QUAD   -  FALSE CAPE (1984)
 AK6176
 AK6176                         *CURRENT SURVEY CONTROL
 AK6176  ___________________________________________________________________
 AK6176* NAD 83(1990)-  28 32 09.03298(N)    080 34 29.25738(W)     ADJUSTED  
 AK6176* NAVD 88     -                                                        
 AK6176  ___________________________________________________________________
 AK6176  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AK6176  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6176
 AK6176  HORZ ORDER  -  THIRD
 AK6176
 AK6176.The horizontal coordinates were established by classical geodetic methods
 AK6176.and adjusted by the National Geodetic Survey in May 1991..
 AK6176
 AK6176
 AK6176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6176
 AK6176.The geoid height was determined by GEOID03.
 AK6176
 AK6176;                    North         East     Units Scale Factor Converg.
 AK6176;SPC FL E     -   465,663.353   241,613.131   MT  0.99996254   +0 12 11.3
 AK6176;SPC FL E     - 1,527,763.85    792,692.41   sFT  0.99996254   +0 12 11.3
 AK6176;UTM  17      - 3,156,636.452   541,598.933   MT  0.99962136   +0 12 11.3
 AK6176
 AK6176                          SUPERSEDED SURVEY CONTROL
 AK6176
 AK6176  NAD 83(1986)-  28 32 09.03893(N)    080 34 29.27028(W) AD(       ) 4
 AK6176  NAD 27      -  28 32 08.04717(N)    080 34 30.09186(W) AD(       ) 3
 AK6176
 AK6176.Superseded values are not recommended for survey control.
 AK6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6176.See file dsdata.txt to determine how the superseded data were derived.
 AK6176
 AK6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4159956636(NAD 83)
 AK6176_MARKER: 55 = TOWER
 AK6176
 AK6176  HISTORY     - Date     Condition        Report By
 AK6176  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6176
 AK6176                          STATION DESCRIPTION
 AK6176
 AK6176'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK6176'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6176'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS
 AK6176'54 FEET HIGH, PAINTED RED, HAS ADJUSTABLE LEGS AT THE BASE FOR
 AK6176'VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.
 AK6176'
 AK6176'IT IS IN THE CAPE KENNEDY AREA, ABOUT 3 MILES NORTH-NORTHWEST
 AK6176'OF THE CENTRAL CONTROL BUILDING AND IS ON THE EAST SIDE OF THE
 AK6176'CAPE ROAD.
 AK6176'
 AK6176'TO REACH FROM THE JUNCTION OF CAPE ROAD AND CENTRAL CONTROL
 AK6176'ROAD, NEAR THE SOUTHWEST CORNER OF THE CENTRAL CONTROL BUILDING,
 AK6176'GO NORTHERLY ON CAPE ROAD FOR 3.15 MILES TO THE STATION ON THE
 AK6176'RIGHT, ABOUT 200 FEET EAST OF THE ROAD.
 AK6176'
 AK6176'NOTE.  THE TOWER IS SET ON A 6 X 8 FOOT CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6139 ***********************************************************************
 AK6139  DESIGNATION -  54 WT 4
 AK6139  PID         -  AK6139
 AK6139  STATE/COUNTY-  FL/BREVARD
 AK6139  USGS QUAD   -  FALSE CAPE (1984)
 AK6139
 AK6139                         *CURRENT SURVEY CONTROL
 AK6139  ___________________________________________________________________
 AK6139* NAD 83(1990)-  28 30 52.80136(N)    080 34 31.74541(W)     ADJUSTED  
 AK6139* NAVD 88     -                                                        
 AK6139  ___________________________________________________________________
 AK6139  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AK6139  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6139
 AK6139  HORZ ORDER  -  THIRD
 AK6139
 AK6139.The horizontal coordinates were established by classical geodetic methods
 AK6139.and adjusted by the National Geodetic Survey in May 1991..
 AK6139
 AK6139
 AK6139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6139
 AK6139.The geoid height was determined by GEOID03.
 AK6139
 AK6139;                    North         East     Units Scale Factor Converg.
 AK6139;SPC FL E     -   463,316.384   241,553.797   MT  0.99996248   +0 12 09.6
 AK6139;SPC FL E     - 1,520,063.84    792,497.75   sFT  0.99996248   +0 12 09.6
 AK6139;UTM  17      - 3,154,290.283   541,539.619   MT  0.99962129   +0 12 09.6
 AK6139
 AK6139                          SUPERSEDED SURVEY CONTROL
 AK6139
 AK6139  NAD 83(1986)-  28 30 52.80735(N)    080 34 31.75840(W) AD(       ) 4
 AK6139  NAD 27      -  28 30 51.81058(N)    080 34 32.57692(W) AD(       ) 3
 AK6139
 AK6139.Superseded values are not recommended for survey control.
 AK6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6139.See file dsdata.txt to determine how the superseded data were derived.
 AK6139
 AK6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4154054290(NAD 83)
 AK6139_MARKER: 55 = TOWER
 AK6139
 AK6139  HISTORY     - Date     Condition        Report By
 AK6139  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6139
 AK6139                          STATION DESCRIPTION
 AK6139
 AK6139'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK6139'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6139'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS
 AK6139'54 FEET HIGH, PAINTED RED, HAS ADJUSTABLE LEGS AT THE BASE FOR
 AK6139'VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.  THE TOWER SETS ON
 AK6139'A 6 X 8 FOOT CONCRETE BASE.
 AK6139'
 AK6139'STATION IS LOCATED IN THE CAPE KENNEDY AREA, ABOUT 0.5 MILE
 AK6139'EAST OF THE EAST SHORE OF THE BANANA RIVER AND 1.5 MILES NORTH
 AK6139'OF THE CENTRAL CONTROL BUILDING.
 AK6139'
 AK6139'TO REACH FROM THE INTERSECTION OF CENTRAL CONTROL ROAD AND CAPE
 AK6139'ROAD SOUTHWEST OF THE CENTRAL CONTROL BUILDING, GO NORTH AND
 AK6139'NORTHEAST ON CAPE ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN
 AK6139'LEFT AND GO NORTHWEST ON A PAVED ROAD FOR 0.55 MILE TO A SIDE
 AK6139'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON A PAVED ROAD FOR
 AK6139'0.05 MILE TO A SMALL WHITE CONCRETE BLOCK BUILDING AND A
 AK6139'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE
 AK6139'DRIVEWAY FOR ABOUT 90 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5858 ***********************************************************************
 AK5858  DESIGNATION -  54 WT 5
 AK5858  PID         -  AK5858
 AK5858  STATE/COUNTY-  FL/BREVARD
 AK5858  USGS QUAD   -  COURTENAY (1976)
 AK5858
 AK5858                         *CURRENT SURVEY CONTROL
 AK5858  ___________________________________________________________________
 AK5858* NAD 83(1990)-  28 27 47.40344(N)    080 40 12.64910(W)     ADJUSTED  
 AK5858* NAVD 88     -                                                        
 AK5858  ___________________________________________________________________
 AK5858  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AK5858  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK5858
 AK5858  HORZ ORDER  -  THIRD
 AK5858
 AK5858.The horizontal coordinates were established by classical geodetic methods
 AK5858.and adjusted by the National Geodetic Survey in May 1991..
 AK5858
 AK5858
 AK5858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5858
 AK5858.The geoid height was determined by GEOID03.
 AK5858
 AK5858;                    North         East     Units Scale Factor Converg.
 AK5858;SPC FL E     -   457,579.992   232,300.108   MT  0.99995405   +0 09 25.9
 AK5858;SPC FL E     - 1,501,243.69    762,137.94   sFT  0.99995405   +0 09 25.9
 AK5858;UTM  17      - 3,148,555.849   532,289.088   MT  0.99961287   +0 09 25.9
 AK5858
 AK5858                          SUPERSEDED SURVEY CONTROL
 AK5858
 AK5858  NAD 83(1986)-  28 27 47.40980(N)    080 40 12.66225(W) AD(       ) 4
 AK5858  NAD 27      -  28 27 46.40141(N)    080 40 13.47398(W) AD(       ) 3
 AK5858
 AK5858.Superseded values are not recommended for survey control.
 AK5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5858.See file dsdata.txt to determine how the superseded data were derived.
 AK5858
 AK5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3228948556(NAD 83)
 AK5858_MARKER: 55 = TOWER
 AK5858
 AK5858  HISTORY     - Date     Condition        Report By
 AK5858  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK5858  HISTORY     - 1988     GOOD             USPSQD
 AK5858  HISTORY     - 1989     GOOD             USPSQD
 AK5858  HISTORY     - 19970504 GOOD             USPSQD
 AK5858
 AK5858                          STATION DESCRIPTION
 AK5858
 AK5858'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK5858'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK5858'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS 54
 AK5858'FEET HIGH, PAINTED RED, HAS ADJUSTABLE LEGS AT THE BASE FOR
 AK5858'VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.
 AK5858'
 AK5858'IT IS ON MERRITT ISLAND, ON GOVERNMENT OWNED PROPERTY, ABOUT
 AK5858'5 MILES NORTH OF THE BENNETT CAUSEWAY AND ABOUT 1 MILE WEST OF
 AK5858'THE WEST SHORE OF THE BANANA RIVER.
 AK5858'
 AK5858'TO REACH FROM THE NORTH END OF THE BARGE CANAL BRIDGE ON STATE
 AK5858'HIGHWAY A1A, GO NORTHERLY ON HIGHWAY A1A FOR 6.29 MILES TO A
 AK5858'GUARD GATE.  CONTINUE NORTHERLY ON HIGHWAY A1A FOR 0.5 MILE TO A
 AK5858'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH ON A PAVED
 AK5858'ROAD FOR 1.7 MILES TO A T-ROAD.  TURN LEFT AND GO EAST ON A
 AK5858'PAVED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 AK5858'
 AK5858'NOTE.  THE TOWER SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK5858
 AK5858                          STATION RECOVERY (1988)
 AK5858
 AK5858'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK5858'RECOVERED IN GOOD CONDITION.
 AK5858
 AK5858                          STATION RECOVERY (1989)
 AK5858
 AK5858'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK5858'RECOVERED IN GOOD CONDITION.
 AK5858
 AK5858                          STATION RECOVERY (1997)
 AK5858
 AK5858'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6282 ***********************************************************************
 AK6282  DESIGNATION -  54 WT 6
 AK6282  PID         -  AK6282
 AK6282  STATE/COUNTY-  FL/BREVARD
 AK6282  USGS QUAD   -  ORSINO (1976)
 AK6282
 AK6282                         *CURRENT SURVEY CONTROL
 AK6282  ___________________________________________________________________
 AK6282* NAD 83(1990)-  28 33 44.18844(N)    080 40 09.86693(W)     ADJUSTED  
 AK6282* NAVD 88     -                                                        
 AK6282  ___________________________________________________________________
 AK6282  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AK6282  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK6282
 AK6282  HORZ ORDER  -  THIRD
 AK6282
 AK6282.The horizontal coordinates were established by classical geodetic methods
 AK6282.and adjusted by the National Geodetic Survey in May 1991..
 AK6282
 AK6282
 AK6282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6282
 AK6282.The geoid height was determined by GEOID03.
 AK6282
 AK6282;                    North         East     Units Scale Factor Converg.
 AK6282;SPC FL E     -   468,563.455   232,345.542   MT  0.99995408   +0 09 29.0
 AK6282;SPC FL E     - 1,537,278.60    762,287.00   sFT  0.99995408   +0 09 29.0
 AK6282;UTM  17      - 3,159,535.565   532,334.506   MT  0.99961290   +0 09 29.0
 AK6282
 AK6282                          SUPERSEDED SURVEY CONTROL
 AK6282
 AK6282  NAD 83(1986)-  28 33 44.19476(N)    080 40 09.87976(W) AD(       ) 4
 AK6282  NAD 27      -  28 33 43.20657(N)    080 40 10.69751(W) AD(       ) 3
 AK6282
 AK6282.Superseded values are not recommended for survey control.
 AK6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6282.See file dsdata.txt to determine how the superseded data were derived.
 AK6282
 AK6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3233559536(NAD 83)
 AK6282_MARKER: 55 = TOWER
 AK6282
 AK6282  HISTORY     - Date     Condition        Report By
 AK6282  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6282
 AK6282                          STATION DESCRIPTION
 AK6282
 AK6282'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6290 ***********************************************************************
 AK6290  DESIGNATION -  54 WT 7
 AK6290  PID         -  AK6290
 AK6290  STATE/COUNTY-  FL/BREVARD
 AK6290  USGS QUAD   -  ORSINO (1976)
 AK6290
 AK6290                         *CURRENT SURVEY CONTROL
 AK6290  ___________________________________________________________________
 AK6290* NAD 83(1990)-  28 36 09.85908(N)    080 38 28.96926(W)     ADJUSTED  
 AK6290* NAVD 88     -                                                        
 AK6290  ___________________________________________________________________
 AK6290  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AK6290  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK6290
 AK6290  HORZ ORDER  -  THIRD
 AK6290
 AK6290.The horizontal coordinates were established by classical geodetic methods
 AK6290.and adjusted by the National Geodetic Survey in May 1991..
 AK6290
 AK6290
 AK6290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6290
 AK6290.The geoid height was determined by GEOID03.
 AK6290
 AK6290;                    North         East     Units Scale Factor Converg.
 AK6290;SPC FL E     -   473,055.713   235,074.338   MT  0.99995635   +0 10 18.1
 AK6290;SPC FL E     - 1,552,016.95    771,239.72   sFT  0.99995635   +0 10 18.1
 AK6290;UTM  17      - 3,164,026.290   535,062.371   MT  0.99961517   +0 10 18.1
 AK6290
 AK6290                          SUPERSEDED SURVEY CONTROL
 AK6290
 AK6290  NAD 83(1986)-  28 36 09.86532(N)    080 38 28.98190(W) AD(       ) 4
 AK6290  NAD 27      -  28 36 08.88387(N)    080 38 29.80409(W) AD(       ) 3
 AK6290
 AK6290.Superseded values are not recommended for survey control.
 AK6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6290.See file dsdata.txt to determine how the superseded data were derived.
 AK6290
 AK6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3506264026(NAD 83)
 AK6290_MARKER: 55 = TOWER
 AK6290
 AK6290  HISTORY     - Date     Condition        Report By
 AK6290  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6290
 AK6290                          STATION DESCRIPTION
 AK6290
 AK6290'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6290'A 4X6 FOOT ALUMINUM WEATHER TOWER, 54 FEET HIGH AND IS SUPPORTED
 AK6290'ON A 6X8 FOOT CONCRETE PAD.  THE POINT INTERSECTED WAS THE TOP
 AK6290'CENTER OF THE TOWER.
 AK6290'
 AK6290'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND STATE
 AK6290'HIGHWAY 3 (KENNEDY PARKWAY), GO NORTH ON STATE HIGHWAY 3 (KENNEDY
 AK6290'PARKWAY) FOR 3.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, EASTERLY
 AK6290'FOR 1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTHERLY, AROUND
 AK6290'THE WEST SIDE OF A LARGE LIQUID NITROGEN TANK, CROSSING A
 AK6290'RAILROAD TRACK, FOR 0.85 MILE TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6291 ***********************************************************************
 AK6291  DESIGNATION -  54 WT 8
 AK6291  PID         -  AK6291
 AK6291  STATE/COUNTY-  FL/BREVARD
 AK6291  USGS QUAD   -  ORSINO (1976)
 AK6291
 AK6291                         *CURRENT SURVEY CONTROL
 AK6291  ___________________________________________________________________
 AK6291* NAD 83(1990)-  28 36 22.48323(N)    080 40 25.93527(W)     ADJUSTED  
 AK6291* NAVD 88     -                                                        
 AK6291  ___________________________________________________________________
 AK6291  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AK6291  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AK6291
 AK6291  HORZ ORDER  -  THIRD
 AK6291
 AK6291.The horizontal coordinates were established by classical geodetic methods
 AK6291.and adjusted by the National Geodetic Survey in May 1991..
 AK6291
 AK6291
 AK6291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6291
 AK6291.The geoid height was determined by GEOID03.
 AK6291
 AK6291;                    North         East     Units Scale Factor Converg.
 AK6291;SPC FL E     -   473,435.249   231,895.562   MT  0.99995373   +0 09 22.1
 AK6291;SPC FL E     - 1,553,262.15    760,810.69   sFT  0.99995373   +0 09 22.1
 AK6291;UTM  17      - 3,164,405.697   531,884.679   MT  0.99961255   +0 09 22.1
 AK6291
 AK6291                          SUPERSEDED SURVEY CONTROL
 AK6291
 AK6291  NAD 83(1986)-  28 36 22.48957(N)    080 40 25.94782(W) AD(       ) 4
 AK6291  NAD 27      -  28 36 21.50708(N)    080 40 26.76703(W) AD(       ) 3
 AK6291
 AK6291.Superseded values are not recommended for survey control.
 AK6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6291.See file dsdata.txt to determine how the superseded data were derived.
 AK6291
 AK6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3188564406(NAD 83)
 AK6291_MARKER: 55 = TOWER
 AK6291
 AK6291  HISTORY     - Date     Condition        Report By
 AK6291  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6291
 AK6291                          STATION DESCRIPTION
 AK6291
 AK6291'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6329 ***********************************************************************
 AK6329  DESIGNATION -  54 WT 9
 AK6329  PID         -  AK6329
 AK6329  STATE/COUNTY-  FL/BREVARD
 AK6329  USGS QUAD   -  WILSON (1979)
 AK6329
 AK6329                         *CURRENT SURVEY CONTROL
 AK6329  ___________________________________________________________________
 AK6329* NAD 83(1990)-  28 38 35.24887(N)    080 44 53.47859(W)     ADJUSTED  
 AK6329* NAVD 88     -                                                        
 AK6329  ___________________________________________________________________
 AK6329  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AK6329  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AK6329
 AK6329  HORZ ORDER  -  THIRD
 AK6329
 AK6329.The horizontal coordinates were established by classical geodetic methods
 AK6329.and adjusted by the National Geodetic Survey in May 1991..
 AK6329
 AK6329
 AK6329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6329
 AK6329.The geoid height was determined by GEOID03.
 AK6329
 AK6329;                    North         East     Units Scale Factor Converg.
 AK6329;SPC FL E     -   477,504.802   224,618.636   MT  0.99994865   +0 07 14.5
 AK6329;SPC FL E     - 1,566,613.67    736,936.31   sFT  0.99994865   +0 07 14.5
 AK6329;UTM  17      - 3,168,473.861   524,610.236   MT  0.99960747   +0 07 14.5
 AK6329
 AK6329                          SUPERSEDED SURVEY CONTROL
 AK6329
 AK6329  NAD 83(1986)-  28 38 35.25549(N)    080 44 53.49101(W) AD(       ) 4
 AK6329  NAD 27      -  28 38 34.27618(N)    080 44 54.30416(W) AD(       ) 3
 AK6329
 AK6329.Superseded values are not recommended for survey control.
 AK6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6329.See file dsdata.txt to determine how the superseded data were derived.
 AK6329
 AK6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2461068474(NAD 83)
 AK6329_MARKER: 55 = TOWER
 AK6329
 AK6329  HISTORY     - Date     Condition        Report By
 AK6329  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6329  HISTORY     - 1988     GOOD             USPSQD
 AK6329  HISTORY     - 1989     GOOD             USPSQD
 AK6329
 AK6329                          STATION DESCRIPTION
 AK6329
 AK6329'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6329'THE STATION IS THE TOP AND CENTER OF A 54 FOOT ALUMINUM WEATHER
 AK6329'TOWER.  THE TOWER IS A 4 X 6 FOOT STRUCTURE, SUPPORTED BY A
 AK6329'6 X 8 FOOT CONCRETE PAD.
 AK6329'
 AK6329'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK6329'HIGHWAY 402 IN TITUSVILLE.  GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6329'2.9 MILES TO THE JUNCTION OF STATE HIGHWAYS 402 AND 406.  CONTINUE
 AK6329'SOUTHEAST ON STATE HIGHWAY 402 FOR 1.4 MILES TO A SIDE ROAD
 AK6329'RIGHT.  TURN RIGHT SOUTHERLY FOR 0.05 MILE TO THE TOWER AS
 AK6329'DESCRIBED.
 AK6329
 AK6329                          STATION RECOVERY (1988)
 AK6329
 AK6329'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6329'RECOVERED IN GOOD CONDITION.
 AK6329
 AK6329                          STATION RECOVERY (1989)
 AK6329
 AK6329'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0651 ***********************************************************************
 AC0651  DESIGNATION -  5.41
 AC0651  PID         -  AC0651
 AC0651  STATE/COUNTY-  FL/COLLIER
 AC0651  USGS QUAD   -  WEAVERS STATION (1972)
 AC0651
 AC0651                         *CURRENT SURVEY CONTROL
 AC0651  ___________________________________________________________________
 AC0651* NAD 83(1986)-  25 57 27.     (N)    081 29 26.     (W)     SCALED    
 AC0651* NAVD 88     -         1.301  (meters)       4.27   (feet)  ADJUSTED  
 AC0651  ___________________________________________________________________
 AC0651  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0651  DYNAMIC HT  -           1.299 (meters)       4.26  (feet)  COMP
 AC0651  MODELED GRAV-     979,031.1   (mgal)                       NAVD 88
 AC0651
 AC0651  VERT ORDER  -  FIRST     CLASS I
 AC0651
 AC0651.The horizontal coordinates were scaled from a topographic map and have
 AC0651.an estimated accuracy of +/- 6 seconds.
 AC0651
 AC0651.The orthometric height was determined by differential leveling
 AC0651.and adjusted by the National Geodetic Survey in June 1991..
 AC0651
 AC0651.The geoid height was determined by GEOID03.
 AC0651
 AC0651.The dynamic height is computed by dividing the NAVD 88
 AC0651.geopotential number by the normal gravity value computed on the
 AC0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0651.degrees latitude (g = 980.6199 gals.).
 AC0651
 AC0651.The modeled gravity was interpolated from observed gravity values.
 AC0651
 AC0651;                    North         East    Units  Estimated Accuracy
 AC0651;SPC FL E     -   180,000.      150,870.      MT  (+/- 180 meters Scaled)
 AC0651
 AC0651                          SUPERSEDED SURVEY CONTROL
 AC0651
 AC0651  NGVD 29 (??/??/92)    1.710  (m)            5.61   (f) ADJ UNCH    1 1
 AC0651
 AC0651.Superseded values are not recommended for survey control.
 AC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0651.See file dsdata.txt to determine how the superseded data were derived.
 AC0651
 AC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ508710(NAD 83)
 AC0651_MARKER: DD = SURVEY DISK
 AC0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0651_SP_SET: BRIDGE ABUTMENT
 AC0651_STAMPING: 5.41
 AC0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0651
 AC0651  HISTORY     - Date     Condition        Report By
 AC0651  HISTORY     - UNK      MONUMENTED       FLDT
 AC0651  HISTORY     - 1966     GOOD             NGS
 AC0651  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0651  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0651
 AC0651                          STATION DESCRIPTION
 AC0651
 AC0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0651'7.2 MI SE FROM ROYAL PALM HAMMOCK.
 AC0651'ABOUT 7.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0651'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0651'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0651'OF HIGHWAY BRIDGE NO. 58 A, 18 FEET SOUTHWEST OF THE CENTER LINE
 AC0651'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0651
 AC0651                          STATION RECOVERY (1992)
 AC0651
 AC0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0651'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0651'DESTROYED.
 AC0651
 AC0651                          STATION RECOVERY (1999)
 AC0651
 AC0651'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0709 ***********************************************************************
 AD0709  DESIGNATION -  541 72.00
 AD0709  PID         -  AD0709
 AD0709  STATE/COUNTY-  FL/PALM BEACH
 AD0709  USGS QUAD   -  PORT MAYACA (1971)
 AD0709
 AD0709                         *CURRENT SURVEY CONTROL
 AD0709  ___________________________________________________________________
 AD0709* NAD 83(1986)-  26 55 02.     (N)    080 36 48.     (W)     SCALED    
 AD0709* NAVD 88     -         4.905  (meters)      16.09   (feet)  ADJUSTED  
 AD0709  ___________________________________________________________________
 AD0709  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AD0709  DYNAMIC HT  -           4.898 (meters)      16.07  (feet)  COMP
 AD0709  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AD0709
 AD0709  VERT ORDER  -  SECOND    CLASS 0
 AD0709
 AD0709.The horizontal coordinates were scaled from a topographic map and have
 AD0709.an estimated accuracy of +/- 6 seconds.
 AD0709
 AD0709.The orthometric height was determined by differential leveling
 AD0709.and adjusted by the National Geodetic Survey in June 1991..
 AD0709
 AD0709.The geoid height was determined by GEOID03.
 AD0709
 AD0709.The dynamic height is computed by dividing the NAVD 88
 AD0709.geopotential number by the normal gravity value computed on the
 AD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0709.degrees latitude (g = 980.6199 gals.).
 AD0709
 AD0709.The modeled gravity was interpolated from observed gravity values.
 AD0709
 AD0709;                    North         East    Units  Estimated Accuracy
 AD0709;SPC FL E     -   286,290.      238,410.      MT  (+/- 180 meters Scaled)
 AD0709
 AD0709                          SUPERSEDED SURVEY CONTROL
 AD0709
 AD0709  NGVD 29 (??/??/92)    5.282  (m)           17.33   (f) ADJ UNCH    2 0
 AD0709
 AD0709.Superseded values are not recommended for survey control.
 AD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0709.See file dsdata.txt to determine how the superseded data were derived.
 AD0709
 AD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK383773(NAD 83)
 AD0709_MARKER: DD = SURVEY DISK
 AD0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD0709_STAMPING: STA 541 72.00
 AD0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD0709+STABILITY: SURFACE MOTION
 AD0709
 AD0709  HISTORY     - Date     Condition        Report By
 AD0709  HISTORY     - UNK      MONUMENTED       DOD
 AD0709  HISTORY     - 1934     GOOD             NGS
 AD0709
 AD0709                          STATION DESCRIPTION
 AD0709
 AD0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AD0709'4.8 MI N FROM CANAL POINT.
 AD0709'4.8 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AD0709'STATION AT CANAL POINT, 600 YARDS NORTH OF THE STATION SIGN AT
 AD0709'SAND CUT, 160 YARDS NORTH OF THE NORTH END OF THE SIDING AT
 AD0709'SAND CUT, 151 FEET NORTH OF THE NORTH END OF WOODEN TRESTLE
 AD0709'168.02, 64.2 FEET WEST OF THE WEST RAIL, AND 48 FEET NORTH OF
 AD0709'MILEPOST 168.  SET IN THE TOP OF A CONCRETE POST ENCASED IN
 AD0709'A STEEL STOVEPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0708 ***********************************************************************
 AD0708  DESIGNATION -  541 72.00 RM
 AD0708  PID         -  AD0708
 AD0708  STATE/COUNTY-  FL/PALM BEACH
 AD0708  USGS QUAD   -  PORT MAYACA (1971)
 AD0708
 AD0708                         *CURRENT SURVEY CONTROL
 AD0708  ___________________________________________________________________
 AD0708* NAD 83(1986)-  26 55 02.     (N)    080 36 47.     (W)     SCALED    
 AD0708* NAVD 88     -         6.311  (meters)      20.71   (feet)  ADJUSTED  
 AD0708  ___________________________________________________________________
 AD0708  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AD0708  DYNAMIC HT  -           6.302 (meters)      20.68  (feet)  COMP
 AD0708  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AD0708
 AD0708  VERT ORDER  -  SECOND    CLASS 0
 AD0708
 AD0708.The horizontal coordinates were scaled from a topographic map and have
 AD0708.an estimated accuracy of +/- 6 seconds.
 AD0708
 AD0708.The orthometric height was determined by differential leveling
 AD0708.and adjusted by the National Geodetic Survey in June 1991..
 AD0708
 AD0708.The geoid height was determined by GEOID03.
 AD0708
 AD0708.The dynamic height is computed by dividing the NAVD 88
 AD0708.geopotential number by the normal gravity value computed on the
 AD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0708.degrees latitude (g = 980.6199 gals.).
 AD0708
 AD0708.The modeled gravity was interpolated from observed gravity values.
 AD0708
 AD0708;                    North         East    Units  Estimated Accuracy
 AD0708;SPC FL E     -   286,290.      238,430.      MT  (+/- 180 meters Scaled)
 AD0708
 AD0708                          SUPERSEDED SURVEY CONTROL
 AD0708
 AD0708  NGVD 29 (??/??/92)    6.688  (m)           21.94   (f) ADJ UNCH    2 0
 AD0708
 AD0708.Superseded values are not recommended for survey control.
 AD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0708.See file dsdata.txt to determine how the superseded data were derived.
 AD0708
 AD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK384773(NAD 83)
 AD0708_MARKER: DD = SURVEY DISK
 AD0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD0708+STABILITY: SURFACE MOTION
 AD0708
 AD0708  HISTORY     - Date     Condition        Report By
 AD0708  HISTORY     - UNK      MONUMENTED       DOD
 AD0708  HISTORY     - 1934     GOOD             NGS
 AD0708
 AD0708                          STATION DESCRIPTION
 AD0708
 AD0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AD0708'4.8 MI N FROM CANAL POINT.
 AD0708'4.8 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AD0708'STATION AT CANAL POINT, 600 YARDS NORTH OF THE STATION SIGN AT
 AD0708'SAND CUT, 160 YARDS NORTH OF THE NORTH END OF THE SIDING AT SAND
 AD0708'CUT, 156.2 FEET NORTH OF THE NORTH EDGE OF A CANAL, 130.5 FEET
 AD0708'EAST OF THE EAST RAIL OF THE TRACK, AND 46.5 FEET EAST OF THE
 AD0708'CENTER LINE OF STATE HIGHWAY 15.  SET IN THE TOP OF A CONCRETE
 AD0708'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1063 ***********************************************************************
 AG1063  DESIGNATION -  54.19 S CO RESET 1975
 AG1063  PID         -  AG1063
 AG1063  STATE/COUNTY-  FL/SARASOTA
 AG1063  USGS QUAD   -  MYAKKA RIVER (1987)
 AG1063
 AG1063                         *CURRENT SURVEY CONTROL
 AG1063  ___________________________________________________________________
 AG1063* NAD 83(1986)-  27 02 59.     (N)    082 21 05.     (W)     SCALED    
 AG1063* NAVD 88     -         3.27   (meters)      10.7    (feet)  RESET     
 AG1063  ___________________________________________________________________
 AG1063  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AG1063
 AG1063  VERT ORDER  -  THIRD
 AG1063
 AG1063.The horizontal coordinates were scaled from a topographic map and have
 AG1063.an estimated accuracy of +/- 6 seconds.
 AG1063
 AG1063.The orthometric height was computed from unverified reset data.
 AG1063.No vertical observational check was made to the station.
 AG1063
 AG1063.The geoid height was determined by GEOID03.
 AG1063
 AG1063;                    North         East    Units  Estimated Accuracy
 AG1063;SPC FL W     -   300,960.      165,140.      MT  (+/- 180 meters Scaled)
 AG1063
 AG1063                          SUPERSEDED SURVEY CONTROL
 AG1063
 AG1063  NGVD 29 (08/19/04)    3.61   (m)           11.8    (f) RESET       3  
 AG1063
 AG1063.Superseded values are not recommended for survey control.
 AG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1063.See file dsdata.txt to determine how the superseded data were derived.
 AG1063
 AG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK659926(NAD 83)
 AG1063_MARKER: DB = BENCH MARK DISK
 AG1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1063_STAMPING: 54.19 SCS RESET 1975
 AG1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1063+STABILITY: SURFACE MOTION
 AG1063
 AG1063  HISTORY     - Date     Condition        Report By
 AG1063  HISTORY     - 1975     MONUMENTED       LOCENG
 AG1063  HISTORY     - 1975     GOOD             NGS
 AG1063  HISTORY     - 1977     GOOD             LOCSUR
 AG1063
 AG1063                          STATION DESCRIPTION
 AG1063
 AG1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1063'7.5 MI SE FROM VENICE.
 AG1063'7.5 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM ITS
 AG1063'JUNCTION WITH VENICE AVENUE IN VENICE, 136 FEET EAST OF THE
 AG1063'CENTER OF A PROJECTED LINE OF A CONCRETE DRAINAGE CULVERT, 81
 AG1063'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 41, 13.8 FEET EAST OF
 AG1063'A FENCE CORNER, 1.7 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 AG1063'SOUTH OF A WIRE FENCE AND A SARASOTA COUNTY SURVEY DISK SET IN
 AG1063'THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH
 AG1063'WITH THE GROUND SURFACE.
 AG1063
 AG1063                          STATION RECOVERY (1977)
 AG1063
 AG1063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0623 ***********************************************************************
 AC0623  DESIGNATION -  5.43
 AC0623  PID         -  AC0623
 AC0623  STATE/COUNTY-  FL/COLLIER
 AC0623  USGS QUAD   -  WEAVERS STATION (1972)
 AC0623
 AC0623                         *CURRENT SURVEY CONTROL
 AC0623  ___________________________________________________________________
 AC0623* NAD 83(1986)-  25 57 38.     (N)    081 29 54.     (W)     SCALED    
 AC0623* NAVD 88     -         1.307  (meters)       4.29   (feet)  ADJUSTED  
 AC0623  ___________________________________________________________________
 AC0623  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AC0623  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 AC0623  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AC0623
 AC0623  VERT ORDER  -  FIRST     CLASS I
 AC0623
 AC0623.The horizontal coordinates were scaled from a topographic map and have
 AC0623.an estimated accuracy of +/- 6 seconds.
 AC0623
 AC0623.The orthometric height was determined by differential leveling
 AC0623.and adjusted by the National Geodetic Survey in June 1991..
 AC0623
 AC0623.The geoid height was determined by GEOID03.
 AC0623
 AC0623.The dynamic height is computed by dividing the NAVD 88
 AC0623.geopotential number by the normal gravity value computed on the
 AC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0623.degrees latitude (g = 980.6199 gals.).
 AC0623
 AC0623.The modeled gravity was interpolated from observed gravity values.
 AC0623
 AC0623;                    North         East    Units  Estimated Accuracy
 AC0623;SPC FL E     -   180,340.      150,090.      MT  (+/- 180 meters Scaled)
 AC0623
 AC0623                          SUPERSEDED SURVEY CONTROL
 AC0623
 AC0623  NGVD 29 (??/??/92)    1.716  (m)            5.63   (f) ADJ UNCH    1 1
 AC0623
 AC0623.Superseded values are not recommended for survey control.
 AC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0623.See file dsdata.txt to determine how the superseded data were derived.
 AC0623
 AC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ501714(NAD 83)
 AC0623_MARKER: DD = SURVEY DISK
 AC0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0623_SP_SET: BRIDGE ABUTMENT
 AC0623_STAMPING: 5.43
 AC0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0623
 AC0623  HISTORY     - Date     Condition        Report By
 AC0623  HISTORY     - UNK      MONUMENTED       FLDT
 AC0623  HISTORY     - 1966     GOOD             NGS
 AC0623  HISTORY     - 1990     GOOD             USPSQD
 AC0623  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0623  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0623
 AC0623                          STATION DESCRIPTION
 AC0623
 AC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0623'6.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0623'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0623'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0623'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY
 AC0623'BRIDGE NO. 56 A, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 AC0623'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0623
 AC0623                          STATION RECOVERY (1990)
 AC0623
 AC0623'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0623'RECOVERED IN GOOD CONDITION.
 AC0623
 AC0623                          STATION RECOVERY (1992)
 AC0623
 AC0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0623'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0623'DESTROYED.
 AC0623
 AC0623                          STATION RECOVERY (1999)
 AC0623
 AC0623'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0624 ***********************************************************************
 AC0624  DESIGNATION -  5.45
 AC0624  PID         -  AC0624
 AC0624  STATE/COUNTY-  FL/COLLIER
 AC0624  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0624
 AC0624                         *CURRENT SURVEY CONTROL
 AC0624  ___________________________________________________________________
 AC0624* NAD 83(1986)-  25 57 35.     (N)    081 30 15.     (W)     SCALED    
 AC0624* NAVD 88     -         1.313  (meters)       4.31   (feet)  ADJUSTED  
 AC0624  ___________________________________________________________________
 AC0624  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AC0624  DYNAMIC HT  -           1.311 (meters)       4.30  (feet)  COMP
 AC0624  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 AC0624
 AC0624  VERT ORDER  -  FIRST     CLASS I
 AC0624
 AC0624.The horizontal coordinates were scaled from a topographic map and have
 AC0624.an estimated accuracy of +/- 6 seconds.
 AC0624
 AC0624.The orthometric height was determined by differential leveling
 AC0624.and adjusted by the National Geodetic Survey in June 1991..
 AC0624
 AC0624.The geoid height was determined by GEOID03.
 AC0624
 AC0624.The dynamic height is computed by dividing the NAVD 88
 AC0624.geopotential number by the normal gravity value computed on the
 AC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0624.degrees latitude (g = 980.6199 gals.).
 AC0624
 AC0624.The modeled gravity was interpolated from observed gravity values.
 AC0624
 AC0624;                    North         East    Units  Estimated Accuracy
 AC0624;SPC FL E     -   180,250.      149,510.      MT  (+/- 180 meters Scaled)
 AC0624
 AC0624                          SUPERSEDED SURVEY CONTROL
 AC0624
 AC0624  NGVD 29 (??/??/92)    1.72   (m)            5.6    (f) COMPUTED    1 1
 AC0624
 AC0624.Superseded values are not recommended for survey control.
 AC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0624.See file dsdata.txt to determine how the superseded data were derived.
 AC0624
 AC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ495713(NAD 83)
 AC0624_MARKER: DD = SURVEY DISK
 AC0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0624_SP_SET: BRIDGE ABUTMENT
 AC0624_STAMPING: 5.45
 AC0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0624
 AC0624  HISTORY     - Date     Condition        Report By
 AC0624  HISTORY     - UNK      MONUMENTED       FLDT
 AC0624  HISTORY     - 19001012 GOOD             USPSQD
 AC0624  HISTORY     - 1966     GOOD             NGS
 AC0624  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0624  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0624
 AC0624                          STATION DESCRIPTION
 AC0624
 AC0624'DESCRIBED BY US POWER SQUADRON 1900 (HEA)
 AC0624'RECOVERED IN GOOD CONDITION.
 AC0624
 AC0624                          STATION RECOVERY (1966)
 AC0624
 AC0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AC0624'6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0624'ABOUT 6.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0624'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0624'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY
 AC0624'BRIDGE NO. 54 A, 17.0 FEET SOUTH OF THE CENTER LINE OF THE
 AC0624'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0624
 AC0624                          STATION RECOVERY (1992)
 AC0624
 AC0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0624'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0624'DESTROYED.
 AC0624
 AC0624                          STATION RECOVERY (1999)
 AC0624
 AC0624'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2417 ***********************************************************************
 BE2417  DESIGNATION -  55 72 18 FLDT
 BE2417  PID         -  BE2417
 BE2417  STATE/COUNTY-  FL/LEON
 BE2417  USGS QUAD   -  LAFAYETTE (1982)
 BE2417
 BE2417                         *CURRENT SURVEY CONTROL
 BE2417  ___________________________________________________________________
 BE2417* NAD 83(1986)-  30 27 50.     (N)    084 13 41.     (W)     SCALED    
 BE2417* NAVD 88     -        35.102  (meters)     115.16   (feet)  ADJUSTED  
 BE2417  ___________________________________________________________________
 BE2417  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE2417  DYNAMIC HT  -          35.056 (meters)     115.01  (feet)  COMP
 BE2417  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BE2417
 BE2417  VERT ORDER  -  SECOND    CLASS II
 BE2417
 BE2417.The horizontal coordinates were scaled from a topographic map and have
 BE2417.an estimated accuracy of +/- 6 seconds.
 BE2417
 BE2417.The orthometric height was determined by differential leveling
 BE2417.and adjusted by the National Geodetic Survey in June 1991..
 BE2417
 BE2417.The geoid height was determined by GEOID03.
 BE2417
 BE2417.The dynamic height is computed by dividing the NAVD 88
 BE2417.geopotential number by the normal gravity value computed on the
 BE2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2417.degrees latitude (g = 980.6199 gals.).
 BE2417
 BE2417.The modeled gravity was interpolated from observed gravity values.
 BE2417
 BE2417;                    North         East    Units  Estimated Accuracy
 BE2417;SPC FL N     -   162,300.      626,120.      MT  (+/- 180 meters Scaled)
 BE2417
 BE2417                          SUPERSEDED SURVEY CONTROL
 BE2417
 BE2417  NGVD 29 (??/??/92)   35.30   (m)          115.8    (f) COMPUTED    2 2
 BE2417
 BE2417.Superseded values are not recommended for survey control.
 BE2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE2417.See file dsdata.txt to determine how the superseded data were derived.
 BE2417
 BE2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU661734(NAD 83)
 BE2417_MARKER: DD = SURVEY DISK
 BE2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2417_SP_SET: CONCRETE POST
 BE2417_STAMPING: 55 72 18
 BE2417_PROJECTION: RECESSED 8 CENTIMETERS
 BE2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2417+STABILITY: SURFACE MOTION
 BE2417
 BE2417  HISTORY     - Date     Condition        Report By
 BE2417  HISTORY     - 1974     MONUMENTED       FLDT
 BE2417
 BE2417                          STATION DESCRIPTION
 BE2417
 BE2417'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2417'0.3 MI NORTH FROM TALLAHASSEE.
 BE2417'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2417'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 0.3 MILES TO THE MARK, WHICH
 BE2417'BEARS 20.9 FEET EAST OF THE  CENTERLINE OF US 319, 33.2 FEET WEST OF A
 BE2417'FENCE LINE, AND 79 FEET NORTH NORTHWEST OF UTILITY POLE C69.
 BE2417'THE MARK IS 23 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2415 ***********************************************************************
 BE2415  DESIGNATION -  55 72 19 FLDT
 BE2415  PID         -  BE2415
 BE2415  STATE/COUNTY-  FL/LEON
 BE2415  USGS QUAD   -  LAFAYETTE (1982)
 BE2415
 BE2415                         *CURRENT SURVEY CONTROL
 BE2415  ___________________________________________________________________
 BE2415* NAD 83(1986)-  30 27 59.     (N)    084 13 48.     (W)     SCALED    
 BE2415* NAVD 88     -        43.526  (meters)     142.80   (feet)  ADJUSTED  
 BE2415  ___________________________________________________________________
 BE2415  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE2415  DYNAMIC HT  -          43.469 (meters)     142.61  (feet)  COMP
 BE2415  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BE2415
 BE2415  VERT ORDER  -  SECOND    CLASS II
 BE2415
 BE2415.The horizontal coordinates were scaled from a topographic map and have
 BE2415.an estimated accuracy of +/- 6 seconds.
 BE2415
 BE2415.The orthometric height was determined by differential leveling
 BE2415.and adjusted by the National Geodetic Survey in June 1991..
 BE2415
 BE2415.The geoid height was determined by GEOID03.
 BE2415
 BE2415.The dynamic height is computed by dividing the NAVD 88
 BE2415.geopotential number by the normal gravity value computed on the
 BE2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2415.degrees latitude (g = 980.6199 gals.).
 BE2415
 BE2415.The modeled gravity was interpolated from observed gravity values.
 BE2415
 BE2415;                    North         East    Units  Estimated Accuracy
 BE2415;SPC FL N     -   162,580.      625,930.      MT  (+/- 180 meters Scaled)
 BE2415
 BE2415                          SUPERSEDED SURVEY CONTROL
 BE2415
 BE2415.No superseded survey control is available for this station.
 BE2415
 BE2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU659737(NAD 83)
 BE2415_MARKER: DD = SURVEY DISK
 BE2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2415_SP_SET: CONCRETE POST
 BE2415_STAMPING: 55 72 19
 BE2415_PROJECTION: FLUSH
 BE2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2415+STABILITY: SURFACE MOTION
 BE2415
 BE2415  HISTORY     - Date     Condition        Report By
 BE2415  HISTORY     - 1974     MONUMENTED       FLDT
 BE2415
 BE2415                          STATION DESCRIPTION
 BE2415
 BE2415'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2415'0.5 MI NORTH FROM TALLAHASSEE.
 BE2415'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2415'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 0.5 MILE TO THE MARK. THE
 BE2415'MARK BEARS 20.9 FEET WEST NORTHWEST OF THE CENTERLINE OF US 319, AND
 BE2415'47 FEET SOUTHEAST OF A UTILITY POLE.
 BE2415'THE MARK IS 30 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2414 ***********************************************************************
 BE2414  DESIGNATION -  55 72 23 FLDT
 BE2414  PID         -  BE2414
 BE2414  STATE/COUNTY-  FL/LEON
 BE2414  USGS QUAD   -  LAFAYETTE (1982)
 BE2414
 BE2414                         *CURRENT SURVEY CONTROL
 BE2414  ___________________________________________________________________
 BE2414* NAD 83(1986)-  30 28 38.     (N)    084 14 11.     (W)     SCALED    
 BE2414* NAVD 88     -        25.454  (meters)      83.51   (feet)  ADJUSTED  
 BE2414  ___________________________________________________________________
 BE2414  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE2414  DYNAMIC HT  -          25.421 (meters)      83.40  (feet)  COMP
 BE2414  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BE2414
 BE2414  VERT ORDER  -  SECOND    CLASS II
 BE2414
 BE2414.The horizontal coordinates were scaled from a topographic map and have
 BE2414.an estimated accuracy of +/- 6 seconds.
 BE2414
 BE2414.The orthometric height was determined by differential leveling
 BE2414.and adjusted by the National Geodetic Survey in June 1991..
 BE2414
 BE2414.The geoid height was determined by GEOID03.
 BE2414
 BE2414.The dynamic height is computed by dividing the NAVD 88
 BE2414.geopotential number by the normal gravity value computed on the
 BE2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2414.degrees latitude (g = 980.6199 gals.).
 BE2414
 BE2414.The modeled gravity was interpolated from observed gravity values.
 BE2414
 BE2414;                    North         East    Units  Estimated Accuracy
 BE2414;SPC FL N     -   163,780.      625,310.      MT  (+/- 180 meters Scaled)
 BE2414
 BE2414                          SUPERSEDED SURVEY CONTROL
 BE2414
 BE2414.No superseded survey control is available for this station.
 BE2414
 BE2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU653749(NAD 83)
 BE2414_MARKER: DD = SURVEY DISK
 BE2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2414_SP_SET: CONCRETE POST
 BE2414_STAMPING: 55 72 23
 BE2414_PROJECTION: RECESSED 8 CENTIMETERS
 BE2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2414+STABILITY: SURFACE MOTION
 BE2414
 BE2414  HISTORY     - Date     Condition        Report By
 BE2414  HISTORY     - 1974     MONUMENTED       FLDT
 BE2414
 BE2414                          STATION DESCRIPTION
 BE2414
 BE2414'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2414'1.4 MI NORTH FROM TALLAHASSEE.
 BE2414'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2414'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 1.4 MILES TO THE MARK. THE
 BE2414'MARK BEARS 300 FEET SOUTH OF STATE ROAD 151 (CENTERVILLE ROAD), AND
 BE2414'19.6 FEET WEST SOUTHWEST OF THE CENTERLINE OF US 319.
 BE2414'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2413 ***********************************************************************
 BE2413  DESIGNATION -  55 72 24 FLDT
 BE2413  PID         -  BE2413
 BE2413  STATE/COUNTY-  FL/LEON
 BE2413  USGS QUAD   -  LAFAYETTE (1982)
 BE2413
 BE2413                         *CURRENT SURVEY CONTROL
 BE2413  ___________________________________________________________________
 BE2413* NAD 83(1986)-  30 28 55.     (N)    084 14 13.     (W)     SCALED    
 BE2413* NAVD 88     -        30.326  (meters)      99.49   (feet)  ADJUSTED  
 BE2413  ___________________________________________________________________
 BE2413  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE2413  DYNAMIC HT  -          30.287 (meters)      99.37  (feet)  COMP
 BE2413  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BE2413
 BE2413  VERT ORDER  -  SECOND    CLASS II
 BE2413
 BE2413.The horizontal coordinates were scaled from a topographic map and have
 BE2413.an estimated accuracy of +/- 6 seconds.
 BE2413
 BE2413.The orthometric height was determined by differential leveling
 BE2413.and adjusted by the National Geodetic Survey in June 1991..
 BE2413
 BE2413.The geoid height was determined by GEOID03.
 BE2413
 BE2413.The dynamic height is computed by dividing the NAVD 88
 BE2413.geopotential number by the normal gravity value computed on the
 BE2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2413.degrees latitude (g = 980.6199 gals.).
 BE2413
 BE2413.The modeled gravity was interpolated from observed gravity values.
 BE2413
 BE2413;                    North         East    Units  Estimated Accuracy
 BE2413;SPC FL N     -   164,300.      625,260.      MT  (+/- 180 meters Scaled)
 BE2413
 BE2413                          SUPERSEDED SURVEY CONTROL
 BE2413
 BE2413.No superseded survey control is available for this station.
 BE2413
 BE2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU652754(NAD 83)
 BE2413_MARKER: DD = SURVEY DISK
 BE2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2413_SP_SET: CONCRETE POST
 BE2413_STAMPING: 55 72 24
 BE2413_PROJECTION: RECESSED 5 CENTIMETERS
 BE2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2413+STABILITY: SURFACE MOTION
 BE2413
 BE2413  HISTORY     - Date     Condition        Report By
 BE2413  HISTORY     - 1974     MONUMENTED       FLDT
 BE2413
 BE2413                          STATION DESCRIPTION
 BE2413
 BE2413'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2413'1.6 MI NORTH FROM TALLAHASSEE.
 BE2413'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2413'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 1.6 MILES TO THE MARK, WHICH
 BE2413'BEARS 5.3 FEET EAST OF A FENCE LINE, AND 50 FEET WEST OF THE CENTER
 BE2413'LINE OF US 319.
 BE2413'THE MARK IS 5 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2412 ***********************************************************************
 BE2412  DESIGNATION -  55 72 25 FLDT
 BE2412  PID         -  BE2412
 BE2412  STATE/COUNTY-  FL/LEON
 BE2412  USGS QUAD   -  LAFAYETTE (1982)
 BE2412
 BE2412                         *CURRENT SURVEY CONTROL
 BE2412  ___________________________________________________________________
 BE2412* NAD 83(1986)-  30 29 03.     (N)    084 14 13.     (W)     SCALED    
 BE2412* NAVD 88     -        29.920  (meters)      98.16   (feet)  ADJUSTED  
 BE2412  ___________________________________________________________________
 BE2412  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE2412  DYNAMIC HT  -          29.881 (meters)      98.03  (feet)  COMP
 BE2412  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BE2412
 BE2412  VERT ORDER  -  SECOND    CLASS II
 BE2412
 BE2412.The horizontal coordinates were scaled from a topographic map and have
 BE2412.an estimated accuracy of +/- 6 seconds.
 BE2412
 BE2412.The orthometric height was determined by differential leveling
 BE2412.and adjusted by the National Geodetic Survey in June 1991..
 BE2412
 BE2412.The geoid height was determined by GEOID03.
 BE2412
 BE2412.The dynamic height is computed by dividing the NAVD 88
 BE2412.geopotential number by the normal gravity value computed on the
 BE2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2412.degrees latitude (g = 980.6199 gals.).
 BE2412
 BE2412.The modeled gravity was interpolated from observed gravity values.
 BE2412
 BE2412;                    North         East    Units  Estimated Accuracy
 BE2412;SPC FL N     -   164,550.      625,260.      MT  (+/- 180 meters Scaled)
 BE2412
 BE2412                          SUPERSEDED SURVEY CONTROL
 BE2412
 BE2412.No superseded survey control is available for this station.
 BE2412
 BE2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU652756(NAD 83)
 BE2412_MARKER: DD = SURVEY DISK
 BE2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2412_SP_SET: CONCRETE POST
 BE2412_STAMPING: 55 72 25
 BE2412_PROJECTION: RECESSED 13 CENTIMETERS
 BE2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2412+STABILITY: SURFACE MOTION
 BE2412
 BE2412  HISTORY     - Date     Condition        Report By
 BE2412  HISTORY     - 1974     MONUMENTED       FLDT
 BE2412
 BE2412                          STATION DESCRIPTION
 BE2412
 BE2412'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2412'1.7 MI NORTH FROM TALLAHASSEE.
 BE2412'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2412'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 1.7 MILES TO THE JUNCTION OF
 BE2412'GREER ROAD AND THE MARK. THE MARK BEARS 3.9 FEET NORTH OF A STREET
 BE2412'SIGN POST, 14 FEET SOUTH OF THE CENTERLINE OF GREER ROAD, 27.3 FEET
 BE2412'WEST OF A FENCE LINE, AND 37.4 FEET EAST OF THE CENTERLINE OF US 319.
 BE2412'THE MARK IS 26 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2410 ***********************************************************************
 BE2410  DESIGNATION -  55 72 28 FLDT
 BE2410  PID         -  BE2410
 BE2410  STATE/COUNTY-  FL/LEON
 BE2410  USGS QUAD   -  LAFAYETTE (1982)
 BE2410
 BE2410                         *CURRENT SURVEY CONTROL
 BE2410  ___________________________________________________________________
 BE2410* NAD 83(1986)-  30 29 46.     (N)    084 14 46.     (W)     SCALED    
 BE2410* NAVD 88     -        60.744  (meters)     199.29   (feet)  ADJUSTED  
 BE2410  ___________________________________________________________________
 BE2410  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE2410  DYNAMIC HT  -          60.665 (meters)     199.03  (feet)  COMP
 BE2410  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BE2410
 BE2410  VERT ORDER  -  SECOND    CLASS II
 BE2410
 BE2410.The horizontal coordinates were scaled from a topographic map and have
 BE2410.an estimated accuracy of +/- 6 seconds.
 BE2410
 BE2410.The orthometric height was determined by differential leveling
 BE2410.and adjusted by the National Geodetic Survey in June 1991..
 BE2410
 BE2410.The geoid height was determined by GEOID03.
 BE2410
 BE2410.The dynamic height is computed by dividing the NAVD 88
 BE2410.geopotential number by the normal gravity value computed on the
 BE2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2410.degrees latitude (g = 980.6199 gals.).
 BE2410
 BE2410.The modeled gravity was interpolated from observed gravity values.
 BE2410
 BE2410;                    North         East    Units  Estimated Accuracy
 BE2410;SPC FL N     -   165,870.      624,370.      MT  (+/- 180 meters Scaled)
 BE2410
 BE2410                          SUPERSEDED SURVEY CONTROL
 BE2410
 BE2410.No superseded survey control is available for this station.
 BE2410
 BE2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU643769(NAD 83)
 BE2410_MARKER: DD = SURVEY DISK
 BE2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2410_SP_SET: CONCRETE POST
 BE2410_STAMPING: 55 72 28
 BE2410_PROJECTION: RECESSED 5 CENTIMETERS
 BE2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2410+STABILITY: SURFACE MOTION
 BE2410
 BE2410  HISTORY     - Date     Condition        Report By
 BE2410  HISTORY     - 1974     MONUMENTED       FLDT
 BE2410
 BE2410                          STATION DESCRIPTION
 BE2410
 BE2410'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2410'2.8 MI NORTH FROM TALLAHASSEE.
 BE2410'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2410'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 2.8 MILES TO THE MARK, WHICH
 BE2410'BEARS 18.9 FEET WEST SOUTHWEST OF THE CENTERLINE OF US 319, AND 31.4
 BE2410'FEET NORTH OF A UTILITY POLE.
 BE2410'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9250 ***********************************************************************
 DG9250  DESIGNATION -  55 JAS
 DG9250  PID         -  DG9250
 DG9250  STATE/COUNTY-  FL/MARION
 DG9250  USGS QUAD   -  LAKE MARY (1994)
 DG9250
 DG9250                         *CURRENT SURVEY CONTROL
 DG9250  ___________________________________________________________________
 DG9250* NAD 83(1986)-  29 07 28.     (N)    081 50 44.     (W)     SCALED    
 DG9250* NAVD 88     -        21.000  (meters)      68.90   (feet)  ADJUSTED  
 DG9250  ___________________________________________________________________
 DG9250  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DG9250  DYNAMIC HT  -          20.970 (meters)      68.80  (feet)  COMP
 DG9250  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 DG9250
 DG9250  VERT ORDER  -  SECOND    CLASS I
 DG9250
 DG9250.The horizontal coordinates were scaled from a topographic map and have
 DG9250.an estimated accuracy of +/- 6 seconds.
 DG9250
 DG9250.The orthometric height was determined by differential leveling
 DG9250.and adjusted by the National Geodetic Survey in June 2005..
 DG9250
 DG9250.Photographs are available for this station.
 DG9250
 DG9250.The geoid height was determined by GEOID03.
 DG9250
 DG9250.The dynamic height is computed by dividing the NAVD 88
 DG9250.geopotential number by the normal gravity value computed on the
 DG9250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9250.degrees latitude (g = 980.6199 gals.).
 DG9250
 DG9250.The modeled gravity was interpolated from observed gravity values.
 DG9250
 DG9250;                    North         East    Units  Estimated Accuracy
 DG9250;SPC FL W     -   530,830.      215,030.      MT  (+/- 180 meters Scaled)
 DG9250
 DG9250                          SUPERSEDED SURVEY CONTROL
 DG9250
 DG9250.No superseded survey control is available for this station.
 DG9250
 DG9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN177220(NAD 83)
 DG9250_MARKER: DD = SURVEY DISK
 DG9250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9250_STAMPING: 55 JAS 1966
 DG9250_MARK LOGO: CGS   
 DG9250_PROJECTION: FLUSH
 DG9250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9250+STABILITY: SURFACE MOTION
 DG9250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9250+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 DG9250
 DG9250  HISTORY     - Date     Condition        Report By
 DG9250  HISTORY     - 1966     MONUMENTED       CGS
 DG9250  HISTORY     - 20030610 GOOD             FLDEP
 DG9250
 DG9250                          STATION DESCRIPTION
 DG9250
 DG9250'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9250'THE MARK IS ABOUT 16.0 MI SOUTHEAST OF SILVER SPRINGS, 9.5 MI
 DG9250'NORTHEAST OF OKLAWAHA, IN  SECTION 6, TOWNSHIP 16 SOUTH, RANGE 25
 DG9250'EAST.
 DG9250' 
 DG9250'TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY
 DG9250'ROAD 464C IN  OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 4.5 MI TO THE
 DG9250'T-JUNCTION OF COUNTY ROAD  314A ON THE LEFT AND SOUTHEAST 95TH STREET
 DG9250'ROAD ON THE RIGHT, TURN RIGHT ON SOUTHEAST  95TH STREET ROAD AND GO
 DG9250'EAST FOR 1.1 MI TO THE JUNCTION OF SOUTHEAST 180TH AVENUE ROAD  ON THE
 DG9250'LEFT, TURN LEFT ON SOUTHEAST 180TH AVENUE ROAD AND GO NORTH FOR 2.0 MI
 DG9250'TO THE  Y-JUNCTION OF SOUTHEAST 183RD AVENUE, BEAR RIGHT ON SOUTHEAST
 DG9250'183RD AVENUE ROAD AND  GO NORTHEAST FOR 1.2 MI TO THE JUNCTION OF
 DG9250'SOUTHEAST 62ND PLACE ON THE LEFT AND THE  MARK ON THE RIGHT, SET IN
 DG9250'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND  AND ABOUT
 DG9250'LEVEL WITH SOUTHEAST 183RD AVENUE ROAD.
 DG9250' 
 DG9250'LOCATED 103.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT
 DG9250'6299, 36.5 FT NORTH  OF THE CENTERLINE OF SOUTHEAST 62ND PLACE, 34.3
 DG9250'FT EAST OF THE CENTERLINE OF SOUTHEAST  183RD AVENUE ROAD, 18.0 FT
 DG9250'NORTH OF POWER POLE NUMBER 643762F3 50,643762F165 WITH 2 GUY  WIRES
 DG9250'ATTACHED, 0.8 FT NORTH OF A METAL WITNESS POST AND 0.6 FT WEST OF A
 DG9250'METAL WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0668 ***********************************************************************
 AC0668  DESIGNATION -  5.52
 AC0668  PID         -  AC0668
 AC0668  STATE/COUNTY-  FL/COLLIER
 AC0668  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0668
 AC0668                         *CURRENT SURVEY CONTROL
 AC0668  ___________________________________________________________________
 AC0668* NAD 83(1986)-  25 58 08.     (N)    081 32 49.     (W)     SCALED    
 AC0668* NAVD 88     -         1.334  (meters)       4.38   (feet)  ADJUSTED  
 AC0668  ___________________________________________________________________
 AC0668  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AC0668  DYNAMIC HT  -           1.331 (meters)       4.37  (feet)  COMP
 AC0668  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 AC0668
 AC0668  VERT ORDER  -  FIRST     CLASS I
 AC0668
 AC0668.The horizontal coordinates were scaled from a topographic map and have
 AC0668.an estimated accuracy of +/- 6 seconds.
 AC0668
 AC0668.The orthometric height was determined by differential leveling
 AC0668.and adjusted by the National Geodetic Survey in June 1991..
 AC0668
 AC0668.The geoid height was determined by GEOID03.
 AC0668
 AC0668.The dynamic height is computed by dividing the NAVD 88
 AC0668.geopotential number by the normal gravity value computed on the
 AC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0668.degrees latitude (g = 980.6199 gals.).
 AC0668
 AC0668.The modeled gravity was interpolated from observed gravity values.
 AC0668
 AC0668;                    North         East    Units  Estimated Accuracy
 AC0668;SPC FL E     -   181,280.      145,230.      MT  (+/- 180 meters Scaled)
 AC0668
 AC0668                          SUPERSEDED SURVEY CONTROL
 AC0668
 AC0668  NGVD 29 (??/??/92)    1.739  (m)            5.71   (f) ADJ UNCH    1 1
 AC0668
 AC0668.Superseded values are not recommended for survey control.
 AC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0668.See file dsdata.txt to determine how the superseded data were derived.
 AC0668
 AC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ452723(NAD 83)
 AC0668_MARKER: DD = SURVEY DISK
 AC0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0668_SP_SET: BRIDGE ABUTMENT
 AC0668_STAMPING: 5.52
 AC0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0668
 AC0668  HISTORY     - Date     Condition        Report By
 AC0668  HISTORY     - UNK      MONUMENTED       FLHD
 AC0668  HISTORY     - 1966     GOOD             NGS
 AC0668  HISTORY     - 1990     GOOD             USPSQD
 AC0668  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0668  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0668
 AC0668                          STATION DESCRIPTION
 AC0668
 AC0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0668'3.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0668'ABOUT 3.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0668'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0668'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0668'OF HIGHWAY BRIDGE NO. 47 A, 17 FEET SOUTHWEST OF THE CENTER LINE
 AC0668'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0668
 AC0668                          STATION RECOVERY (1990)
 AC0668
 AC0668'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0668'RECOVERED IN GOOD CONDITION.
 AC0668
 AC0668                          STATION RECOVERY (1992)
 AC0668
 AC0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0668'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0668'DESTROYED.
 AC0668
 AC0668                          STATION RECOVERY (1999)
 AC0668
 AC0668'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0673 ***********************************************************************
 AC0673  DESIGNATION -  5.53
 AC0673  PID         -  AC0673
 AC0673  STATE/COUNTY-  FL/COLLIER
 AC0673  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0673
 AC0673                         *CURRENT SURVEY CONTROL
 AC0673  ___________________________________________________________________
 AC0673* NAD 83(1986)-  25 59 18.     (N)    081 34 56.     (W)     SCALED    
 AC0673* NAVD 88     -         1.340  (meters)       4.40   (feet)  ADJUSTED  
 AC0673  ___________________________________________________________________
 AC0673  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AC0673  DYNAMIC HT  -           1.337 (meters)       4.39  (feet)  COMP
 AC0673  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AC0673
 AC0673  VERT ORDER  -  FIRST     CLASS I
 AC0673
 AC0673.The horizontal coordinates were scaled from a topographic map and have
 AC0673.an estimated accuracy of +/- 6 seconds.
 AC0673
 AC0673.The orthometric height was determined by differential leveling
 AC0673.and adjusted by the National Geodetic Survey in June 1991..
 AC0673
 AC0673.The geoid height was determined by GEOID03.
 AC0673
 AC0673.The dynamic height is computed by dividing the NAVD 88
 AC0673.geopotential number by the normal gravity value computed on the
 AC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0673.degrees latitude (g = 980.6199 gals.).
 AC0673
 AC0673.The modeled gravity was interpolated from observed gravity values.
 AC0673
 AC0673;                    North         East    Units  Estimated Accuracy
 AC0673;SPC FL E     -   183,450.      141,710.      MT  (+/- 180 meters Scaled)
 AC0673
 AC0673                          SUPERSEDED SURVEY CONTROL
 AC0673
 AC0673  NGVD 29 (??/??/92)    1.743  (m)            5.72   (f) ADJ UNCH    1 1
 AC0673
 AC0673.Superseded values are not recommended for survey control.
 AC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0673.See file dsdata.txt to determine how the superseded data were derived.
 AC0673
 AC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ417745(NAD 83)
 AC0673_MARKER: DD = SURVEY DISK
 AC0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0673_SP_SET: BRIDGE ABUTMENT
 AC0673_STAMPING: 5.53
 AC0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0673
 AC0673  HISTORY     - Date     Condition        Report By
 AC0673  HISTORY     - UNK      MONUMENTED       FLHD
 AC0673  HISTORY     - 1966     GOOD             NGS
 AC0673  HISTORY     - 1990     GOOD             USPSQD
 AC0673  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0673  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0673
 AC0673                          STATION DESCRIPTION
 AC0673
 AC0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0673'0.8 MI SE FROM ROYAL PALM HAMMOCK.
 AC0673'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0673'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF THE
 AC0673'SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 40 A,
 AC0673'17.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2
 AC0673'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0673
 AC0673                          STATION RECOVERY (1990)
 AC0673
 AC0673'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0673'RECOVERED IN GOOD CONDITION.
 AC0673
 AC0673                          STATION RECOVERY (1992)
 AC0673
 AC0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0673'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0673'DESTROYED.
 AC0673
 AC0673                          STATION RECOVERY (1999)
 AC0673
 AC0673'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0674 ***********************************************************************
 AC0674  DESIGNATION -  5.55
 AC0674  PID         -  AC0674
 AC0674  STATE/COUNTY-  FL/COLLIER
 AC0674  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0674
 AC0674                         *CURRENT SURVEY CONTROL
 AC0674  ___________________________________________________________________
 AC0674* NAD 83(1986)-  25 59 24.     (N)    081 35 12.     (W)     SCALED    
 AC0674* NAVD 88     -         1.343  (meters)       4.41   (feet)  ADJUSTED  
 AC0674  ___________________________________________________________________
 AC0674  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AC0674  DYNAMIC HT  -           1.341 (meters)       4.40  (feet)  COMP
 AC0674  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 AC0674
 AC0674  VERT ORDER  -  FIRST     CLASS I
 AC0674
 AC0674.The horizontal coordinates were scaled from a topographic map and have
 AC0674.an estimated accuracy of +/- 6 seconds.
 AC0674
 AC0674.The orthometric height was determined by differential leveling
 AC0674.and adjusted by the National Geodetic Survey in June 1991..
 AC0674
 AC0674.The geoid height was determined by GEOID03.
 AC0674
 AC0674.The dynamic height is computed by dividing the NAVD 88
 AC0674.geopotential number by the normal gravity value computed on the
 AC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0674.degrees latitude (g = 980.6199 gals.).
 AC0674
 AC0674.The modeled gravity was interpolated from observed gravity values.
 AC0674
 AC0674;                    North         East    Units  Estimated Accuracy
 AC0674;SPC FL E     -   183,640.      141,260.      MT  (+/- 180 meters Scaled)
 AC0674
 AC0674                          SUPERSEDED SURVEY CONTROL
 AC0674
 AC0674  NGVD 29 (??/??/92)    1.746  (m)            5.73   (f) ADJ UNCH    1 1
 AC0674
 AC0674.Superseded values are not recommended for survey control.
 AC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0674.See file dsdata.txt to determine how the superseded data were derived.
 AC0674
 AC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ412747(NAD 83)
 AC0674_MARKER: DD = SURVEY DISK
 AC0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0674_SP_SET: BRIDGE ABUTMENT
 AC0674_STAMPING: 5.55
 AC0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0674
 AC0674  HISTORY     - Date     Condition        Report By
 AC0674  HISTORY     - UNK      MONUMENTED       FLHD
 AC0674  HISTORY     - 1966     GOOD             NGS
 AC0674  HISTORY     - 1990     GOOD             USPSQD
 AC0674  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0674  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0674
 AC0674                          STATION DESCRIPTION
 AC0674
 AC0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0674'0.5 MI SE FROM ROYAL PALM HAMMOCK.
 AC0674'ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0674'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0674'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0674'BRIDGE NO 39 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0674'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0674
 AC0674                          STATION RECOVERY (1990)
 AC0674
 AC0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0674'RECOVERED IN GOOD CONDITION.
 AC0674
 AC0674                          STATION RECOVERY (1992)
 AC0674
 AC0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0674'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0674'DESTROYED.
 AC0674
 AC0674                          STATION RECOVERY (1999)
 AC0674
 AC0674'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7082 ***********************************************************************
 AF7082  DESIGNATION -  55.54 NAIL
 AF7082  PID         -  AF7082
 AF7082  STATE/COUNTY-  FL/OSCEOLA
 AF7082  USGS QUAD   -  LAKE WEOHYAKAPKA NE (1972)
 AF7082
 AF7082                         *CURRENT SURVEY CONTROL
 AF7082  ___________________________________________________________________
 AF7082* NAD 83(1986)-  27 58 47.     (N)    081 15 41.     (W)     SCALED    
 AF7082* NAVD 88     -        16.582  (meters)      54.40   (feet)  ADJUSTED  
 AF7082  ___________________________________________________________________
 AF7082  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AF7082  DYNAMIC HT  -          16.557 (meters)      54.32  (feet)  COMP
 AF7082  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 AF7082
 AF7082  VERT ORDER  -  SECOND    CLASS II
 AF7082
 AF7082.The horizontal coordinates were scaled from a topographic map and have
 AF7082.an estimated accuracy of +/- 6 seconds.
 AF7082
 AF7082.The orthometric height was determined by differential leveling
 AF7082.and adjusted by the National Geodetic Survey in June 1991..
 AF7082
 AF7082.The geoid height was determined by GEOID03.
 AF7082
 AF7082.The dynamic height is computed by dividing the NAVD 88
 AF7082.geopotential number by the normal gravity value computed on the
 AF7082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7082.degrees latitude (g = 980.6199 gals.).
 AF7082
 AF7082.The modeled gravity was interpolated from observed gravity values.
 AF7082
 AF7082;                    North         East    Units  Estimated Accuracy
 AF7082;SPC FL E     -   403,990.      174,290.      MT  (+/- 180 meters Scaled)
 AF7082
 AF7082                          SUPERSEDED SURVEY CONTROL
 AF7082
 AF7082  NGVD 29 (09/01/92)   16.950  (m)           55.61   (f) ADJUSTED    2 2
 AF7082
 AF7082.Superseded values are not recommended for survey control.
 AF7082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7082.See file dsdata.txt to determine how the superseded data were derived.
 AF7082
 AF7082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML742949(NAD 83)
 AF7082_MARKER: N = NAIL
 AF7082_SETTING: 0 = UNSPECIFIED SETTING
 AF7082_MARK LOGO: NONE  
 AF7082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7082
 AF7082  HISTORY     - Date     Condition        Report By
 AF7082  HISTORY     - UNK      MONUMENTED       RBNF
 AF7082  HISTORY     - 1983     GOOD             FLDNR
 AF7082
 AF7082                          STATION DESCRIPTION
 AF7082
 AF7082'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7082'23.82 MI WNW FROM KENANSVILLE.
 AF7082'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AF7082'523 (CANOE CREEK ROAD) IN KENANSVILLE, GO 14.75 MILES NORTH
 AF7082'AND WEST ALONG STATE ROAD 523 TO THE INTERSECTION OF JOE
 AF7082'OVERSTREET ROAD, GO 5.3 MILES SOUTHWEST ON JOE OVERSTREET
 AF7082'ROAD TO ITS END AND A BOAT RAMP.  FROM THE BOAT RAMP GO 3.72
 AF7082'MILES NORTHWEST ALONG THE SHORE TO THE MARK AND A POINT KNOWN AS
 AF7082'NINE PALMS.  THE MARK, A NAIL, BEARS 10.5 FEET NORTH-NORTHEAST OF
 AF7082'BENCH MARK KSL 29E 7A 1983 BSM.  THE NAIL IS DRIVEN INTO THE NORTH
 AF7082'SIDE OF A PALM TREE.  ATTACHED ABOVE THE NAIL IS A ONE-INCH BY
 AF7082'TWO-INCH BY ONE-FOOT STAKE ON WHICH IS PAINTED BM 1 ELEV. 55.54.
 AF7082'THE MARK IS 1.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0662 ***********************************************************************
 AC0662  DESIGNATION -  5.56
 AC0662  PID         -  AC0662
 AC0662  STATE/COUNTY-  FL/COLLIER
 AC0662  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0662
 AC0662                         *CURRENT SURVEY CONTROL
 AC0662  ___________________________________________________________________
 AC0662* NAD 83(1986)-  25 58 58.     (N)    081 33 52.     (W)     SCALED    
 AC0662* NAVD 88     -         1.344  (meters)       4.41   (feet)  ADJUSTED  
 AC0662  ___________________________________________________________________
 AC0662  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AC0662  DYNAMIC HT  -           1.342 (meters)       4.40  (feet)  COMP
 AC0662  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 AC0662
 AC0662  VERT ORDER  -  FIRST     CLASS I
 AC0662
 AC0662.The horizontal coordinates were scaled from a topographic map and have
 AC0662.an estimated accuracy of +/- 6 seconds.
 AC0662
 AC0662.The orthometric height was determined by differential leveling
 AC0662.and adjusted by the National Geodetic Survey in June 1991..
 AC0662
 AC0662.The geoid height was determined by GEOID03.
 AC0662
 AC0662.The dynamic height is computed by dividing the NAVD 88
 AC0662.geopotential number by the normal gravity value computed on the
 AC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0662.degrees latitude (g = 980.6199 gals.).
 AC0662
 AC0662.The modeled gravity was interpolated from observed gravity values.
 AC0662
 AC0662;                    North         East    Units  Estimated Accuracy
 AC0662;SPC FL E     -   182,830.      143,480.      MT  (+/- 180 meters Scaled)
 AC0662
 AC0662                          SUPERSEDED SURVEY CONTROL
 AC0662
 AC0662  NGVD 29 (??/??/92)    1.749  (m)            5.74   (f) ADJ UNCH    1 1
 AC0662
 AC0662.Superseded values are not recommended for survey control.
 AC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0662.See file dsdata.txt to determine how the superseded data were derived.
 AC0662
 AC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ435738(NAD 83)
 AC0662_MARKER: DD = SURVEY DISK
 AC0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0662_SP_SET: BRIDGE ABUTMENT
 AC0662_STAMPING: 5.56
 AC0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0662
 AC0662  HISTORY     - Date     Condition        Report By
 AC0662  HISTORY     - UNK      MONUMENTED       FLHD
 AC0662  HISTORY     - 1966     GOOD             NGS
 AC0662  HISTORY     - 1990     GOOD             USPSQD
 AC0662  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0662  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0662
 AC0662                          STATION DESCRIPTION
 AC0662
 AC0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0662'2 MI SE FROM ROYAL PALM HAMMOCK.
 AC0662'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0662'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0662'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0662'BRIDGE NO. 43 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0662'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0662
 AC0662                          STATION RECOVERY (1990)
 AC0662
 AC0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (FL)
 AC0662'RECOVERED IN GOOD CONDITION.
 AC0662
 AC0662                          STATION RECOVERY (1992)
 AC0662
 AC0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0662'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0662'DESTROYED.
 AC0662
 AC0662                          STATION RECOVERY (1999)
 AC0662
 AC0662'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0663 ***********************************************************************
 AC0663  DESIGNATION -  5.57
 AC0663  PID         -  AC0663
 AC0663  STATE/COUNTY-  FL/COLLIER
 AC0663  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0663
 AC0663                         *CURRENT SURVEY CONTROL
 AC0663  ___________________________________________________________________
 AC0663* NAD 83(1986)-  25 59 16.     (N)    081 34 41.     (W)     SCALED    
 AC0663* NAVD 88     -         1.352  (meters)       4.44   (feet)  ADJUSTED  
 AC0663  ___________________________________________________________________
 AC0663  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AC0663  DYNAMIC HT  -           1.350 (meters)       4.43  (feet)  COMP
 AC0663  MODELED GRAV-     979,036.1   (mgal)                       NAVD 88
 AC0663
 AC0663  VERT ORDER  -  FIRST     CLASS I
 AC0663
 AC0663.The horizontal coordinates were scaled from a topographic map and have
 AC0663.an estimated accuracy of +/- 6 seconds.
 AC0663
 AC0663.The orthometric height was determined by differential leveling
 AC0663.and adjusted by the National Geodetic Survey in June 1991..
 AC0663
 AC0663.The geoid height was determined by GEOID03.
 AC0663
 AC0663.The dynamic height is computed by dividing the NAVD 88
 AC0663.geopotential number by the normal gravity value computed on the
 AC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0663.degrees latitude (g = 980.6199 gals.).
 AC0663
 AC0663.The modeled gravity was interpolated from observed gravity values.
 AC0663
 AC0663;                    North         East    Units  Estimated Accuracy
 AC0663;SPC FL E     -   183,390.      142,120.      MT  (+/- 180 meters Scaled)
 AC0663
 AC0663                          SUPERSEDED SURVEY CONTROL
 AC0663
 AC0663  NGVD 29 (??/??/92)    1.755  (m)            5.76   (f) ADJ UNCH    1 1
 AC0663
 AC0663.Superseded values are not recommended for survey control.
 AC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0663.See file dsdata.txt to determine how the superseded data were derived.
 AC0663
 AC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ421744(NAD 83)
 AC0663_MARKER: DD = SURVEY DISK
 AC0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0663_SP_SET: BRIDGE ABUTMENT
 AC0663_STAMPING: 5.57
 AC0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0663
 AC0663  HISTORY     - Date     Condition        Report By
 AC0663  HISTORY     - UNK      MONUMENTED       FLHD
 AC0663  HISTORY     - 1966     GOOD             NGS
 AC0663  HISTORY     - 1990     GOOD             USPSQD
 AC0663  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0663  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0663
 AC0663                          STATION DESCRIPTION
 AC0663
 AC0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0663'1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0663'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0663'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0663'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0663'41 A, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AC0663'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0663
 AC0663                          STATION RECOVERY (1990)
 AC0663
 AC0663'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0663'RECOVERED IN GOOD CONDITION.
 AC0663
 AC0663                          STATION RECOVERY (1992)
 AC0663
 AC0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0663'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0663'DESTROYED.
 AC0663
 AC0663                          STATION RECOVERY (1999)
 AC0663
 AC0663'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1807 ***********************************************************************
 BE1807  DESIGNATION -  557247
 BE1807  PID         -  BE1807
 BE1807  STATE/COUNTY-  FL/LEON
 BE1807  USGS QUAD   -  TALLAHASSEE (1976)
 BE1807
 BE1807                         *CURRENT SURVEY CONTROL
 BE1807  ___________________________________________________________________
 BE1807* NAD 83(1986)-  30 29 31.     (N)    084 19 29.     (W)     SCALED    
 BE1807* NAVD 88     -        74.731  (meters)     245.18   (feet)  ADJUSTED  
 BE1807  ___________________________________________________________________
 BE1807  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE1807  DYNAMIC HT  -          74.634 (meters)     244.86  (feet)  COMP
 BE1807  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 BE1807
 BE1807  VERT ORDER  -  SECOND    CLASS I
 BE1807
 BE1807.The horizontal coordinates were scaled from a topographic map and have
 BE1807.an estimated accuracy of +/- 6 seconds.
 BE1807
 BE1807.The orthometric height was determined by differential leveling
 BE1807.and adjusted by the National Geodetic Survey in June 1991..
 BE1807
 BE1807.The geoid height was determined by GEOID03.
 BE1807
 BE1807.The dynamic height is computed by dividing the NAVD 88
 BE1807.geopotential number by the normal gravity value computed on the
 BE1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1807.degrees latitude (g = 980.6199 gals.).
 BE1807
 BE1807.The modeled gravity was interpolated from observed gravity values.
 BE1807
 BE1807;                    North         East    Units  Estimated Accuracy
 BE1807;SPC FL N     -   165,390.      616,830.      MT  (+/- 180 meters Scaled)
 BE1807
 BE1807                          SUPERSEDED SURVEY CONTROL
 BE1807
 BE1807.No superseded survey control is available for this station.
 BE1807
 BE1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU567763(NAD 83)
 BE1807_MARKER: DB = BENCH MARK DISK
 BE1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1807_SP_SET: CONCRETE POST
 BE1807_STAMPING: 557247
 BE1807_MARK LOGO: FLDT  
 BE1807_PROJECTION: RECESSED 10 CENTIMETERS
 BE1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1807+STABILITY: SURFACE MOTION
 BE1807
 BE1807  HISTORY     - Date     Condition        Report By
 BE1807  HISTORY     - 1972     MONUMENTED       FLDT
 BE1807  HISTORY     - 1979     GOOD             FLDNR
 BE1807  HISTORY     - 1983     GOOD             FLDNR
 BE1807
 BE1807                          STATION DESCRIPTION
 BE1807
 BE1807'DESCRIBED BY FL DEPT OF NAT RES 1979
 BE1807'5 MI NORTH FROM TALLAHASSEE.
 BE1807'BEGIN AT THE OVERPASS OF US HIGHWAY 27 OVER INTERSTATE HIGHWAY 10.
 BE1807'PROCEED 1.15 MILES NORTH ALONG US HIGHWAY 27 TO THE MARK, WHICH BEARS
 BE1807'5.1 FEET SOUTHWEST OF A UTILITY POLE, 8.2 FEET SOUTHEAST OF A METAL
 BE1807'STREET SIGN --- US-27/TALPEC ROAD ---, 14.7 FEET SOUTH SOUTHWEST OF
 BE1807'THE CENTER OF A CONCRETE HEADWALL, AND 13.0 FEET NORTHEAST OF A
 BE1807'WATERVALVE COVER.
 BE1807'THE MARK IS 4 FT  SW FROM A WITNESS POST.
 BE1807
 BE1807                          STATION RECOVERY (1983)
 BE1807
 BE1807'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 BE1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0669 ***********************************************************************
 AC0669  DESIGNATION -  5.58
 AC0669  PID         -  AC0669
 AC0669  STATE/COUNTY-  FL/COLLIER
 AC0669  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0669
 AC0669                         *CURRENT SURVEY CONTROL
 AC0669  ___________________________________________________________________
 AC0669* NAD 83(1986)-  25 58 33.     (N)    081 33 20.     (W)     SCALED    
 AC0669* NAVD 88     -         1.360  (meters)       4.46   (feet)  ADJUSTED  
 AC0669  ___________________________________________________________________
 AC0669  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AC0669  DYNAMIC HT  -           1.358 (meters)       4.46  (feet)  COMP
 AC0669  MODELED GRAV-     979,034.5   (mgal)                       NAVD 88
 AC0669
 AC0669  VERT ORDER  -  FIRST     CLASS I
 AC0669
 AC0669.The horizontal coordinates were scaled from a topographic map and have
 AC0669.an estimated accuracy of +/- 6 seconds.
 AC0669
 AC0669.The orthometric height was determined by differential leveling
 AC0669.and adjusted by the National Geodetic Survey in June 1991..
 AC0669
 AC0669.The geoid height was determined by GEOID03.
 AC0669
 AC0669.The dynamic height is computed by dividing the NAVD 88
 AC0669.geopotential number by the normal gravity value computed on the
 AC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0669.degrees latitude (g = 980.6199 gals.).
 AC0669
 AC0669.The modeled gravity was interpolated from observed gravity values.
 AC0669
 AC0669;                    North         East    Units  Estimated Accuracy
 AC0669;SPC FL E     -   182,060.      144,370.      MT  (+/- 180 meters Scaled)
 AC0669
 AC0669                          SUPERSEDED SURVEY CONTROL
 AC0669
 AC0669  NGVD 29 (??/??/92)    1.765  (m)            5.79   (f) ADJ UNCH    1 1
 AC0669
 AC0669.Superseded values are not recommended for survey control.
 AC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0669.See file dsdata.txt to determine how the superseded data were derived.
 AC0669
 AC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ443731(NAD 83)
 AC0669_MARKER: DD = SURVEY DISK
 AC0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0669_SP_SET: BRIDGE ABUTMENT
 AC0669_STAMPING: 5.58
 AC0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0669
 AC0669  HISTORY     - Date     Condition        Report By
 AC0669  HISTORY     - UNK      MONUMENTED       FLHD
 AC0669  HISTORY     - 1966     GOOD             NGS
 AC0669  HISTORY     - 1990     GOOD             USPSQD
 AC0669  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0669  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0669
 AC0669                          STATION DESCRIPTION
 AC0669
 AC0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0669'2.7 MI SE FROM ROYAL PALM HAMMOCK.
 AC0669'ABOUT 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0669'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP
 AC0669'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 AC0669'HIGHWAY BRIDGE NO. 46 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE
 AC0669'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0669
 AC0669                          STATION RECOVERY (1990)
 AC0669
 AC0669'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0669'RECOVERED IN GOOD CONDITION.
 AC0669
 AC0669                          STATION RECOVERY (1992)
 AC0669
 AC0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0669'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0669'DESTROYED.
 AC0669
 AC0669                          STATION RECOVERY (1999)
 AC0669
 AC0669'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0645 ***********************************************************************
 AC0645  DESIGNATION -  5.59
 AC0645  PID         -  AC0645
 AC0645  STATE/COUNTY-  FL/COLLIER
 AC0645  USGS QUAD   -  WEAVERS STATION (1972)
 AC0645
 AC0645                         *CURRENT SURVEY CONTROL
 AC0645  ___________________________________________________________________
 AC0645* NAD 83(1986)-  25 56 18.     (N)    081 27 41.     (W)     SCALED    
 AC0645* NAVD 88     -         1.339  (meters)       4.39   (feet)  ADJUSTED  
 AC0645  ___________________________________________________________________
 AC0645  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AC0645  DYNAMIC HT  -           1.337 (meters)       4.39  (feet)  COMP
 AC0645  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 AC0645
 AC0645  VERT ORDER  -  FIRST     CLASS I
 AC0645
 AC0645.The horizontal coordinates were scaled from a topographic map and have
 AC0645.an estimated accuracy of +/- 6 seconds.
 AC0645
 AC0645.The orthometric height was determined by differential leveling
 AC0645.and adjusted by the National Geodetic Survey in June 1991..
 AC0645
 AC0645.The geoid height was determined by GEOID03.
 AC0645
 AC0645.The dynamic height is computed by dividing the NAVD 88
 AC0645.geopotential number by the normal gravity value computed on the
 AC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0645.degrees latitude (g = 980.6199 gals.).
 AC0645
 AC0645.The modeled gravity was interpolated from observed gravity values.
 AC0645
 AC0645;                    North         East    Units  Estimated Accuracy
 AC0645;SPC FL E     -   177,870.      153,790.      MT  (+/- 180 meters Scaled)
 AC0645
 AC0645                          SUPERSEDED SURVEY CONTROL
 AC0645
 AC0645  NGVD 29 (??/??/92)    1.751  (m)            5.74   (f) ADJ UNCH    1 1
 AC0645
 AC0645.Superseded values are not recommended for survey control.
 AC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0645.See file dsdata.txt to determine how the superseded data were derived.
 AC0645
 AC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ538689(NAD 83)
 AC0645_MARKER: DD = SURVEY DISK
 AC0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0645_SP_SET: BRIDGE ABUTMENT
 AC0645_STAMPING: 5.59
 AC0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0645
 AC0645  HISTORY     - Date     Condition        Report By
 AC0645  HISTORY     - UNK      MONUMENTED       FLDT
 AC0645  HISTORY     - 1966     GOOD             NGS
 AC0645  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0645  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0645
 AC0645                          STATION DESCRIPTION
 AC0645
 AC0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0645'9.8 MI SE FROM ROYAL PALM HAMMOCK.
 AC0645'ABOUT 9.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0645'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, ABOUT 6.35
 AC0645'MILES NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN
 AC0645'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0645'OF HIGHWAY BRIDGE NO. 63 A, 17.5 FEET SOUTHWEST OF THE CENTER
 AC0645'LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 AC0645'HIGHWAY.
 AC0645
 AC0645                          STATION RECOVERY (1992)
 AC0645
 AC0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0645'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0645'DESTROYED.
 AC0645
 AC0645                          STATION RECOVERY (1999)
 AC0645
 AC0645'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0782 ***********************************************************************
 AS0782  DESIGNATION -  56
 AS0782  PID         -  AS0782
 AS0782  STATE/COUNTY-  FL/GULF
 AS0782  USGS QUAD   -  OVERSTREET (1982)
 AS0782
 AS0782                         *CURRENT SURVEY CONTROL
 AS0782  ___________________________________________________________________
 AS0782* NAD 83(1990)-  29 56 31.33570(N)    085 18 04.92596(W)     ADJUSTED  
 AS0782* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AS0782  ___________________________________________________________________
 AS0782  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AS0782  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0782
 AS0782  HORZ ORDER  -  SECOND
 AS0782
 AS0782.The horizontal coordinates were established by classical geodetic methods
 AS0782.and adjusted by the National Geodetic Survey in May 1991..
 AS0782
 AS0782.The orthometric height was scaled from a topographic map.
 AS0782
 AS0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0782
 AS0782.The geoid height was determined by GEOID03.
 AS0782
 AS0782;                    North         East     Units Scale Factor Converg.
 AS0782;SPC FL N     -   104,694.143   522,638.090   MT  0.99995611   -0 24 09.8
 AS0782;SPC FL N     -   343,484.03  1,714,688.47   sFT  0.99995611   -0 24 09.8
 AS0782;UTM  16      - 3,313,575.826   663,936.356   MT  0.99993159   +0 50 52.9
 AS0782
 AS0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0782!SPC FL N     -   1.00000387  x   0.99995611  =   0.99995998
 AS0782!UTM  16      -   1.00000387  x   0.99993159  =   0.99993546
 AS0782
 AS0782|---------------------------------------------------------------------|
 AS0782| PID    Reference Object                     Distance      Geod. Az  |
 AS0782|                                                           dddmmss.s |
 AS0782| CW2629 56 RM 1                              42.890 METERS 23120     |
 AS0782| AS0028 CONSORT                             APPROX. 8.0 KM 2481457.3 |
 AS0782| AS0832 ST JOSEPH POINT FRONT RNG BCN       APPROX. 8.1 KM 2505800.9 |
 AS0782| AS0830 ST JOSEPH POINT REAR RANGE BCN      APPROX. 7.9 KM 2511128.0 |
 AS0782| CW2630 56 RM 2                              48.481 METERS 32311     |
 AS0782|---------------------------------------------------------------------|
 AS0782
 AS0782                          SUPERSEDED SURVEY CONTROL
 AS0782
 AS0782  NAD 83(1986)-  29 56 31.34699(N)    085 18 04.94175(W) AD(       ) 2
 AS0782  NAD 27      -  29 56 30.60900(N)    085 18 05.24100(W) AD(       ) 2
 AS0782
 AS0782.Superseded values are not recommended for survey control.
 AS0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0782.See file dsdata.txt to determine how the superseded data were derived.
 AS0782
 AS0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU6393613576(NAD 83)
 AS0782_MARKER: N = NAIL
 AS0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0782
 AS0782  HISTORY     - Date     Condition        Report By
 AS0782  HISTORY     - 1934     MONUMENTED       USE
 AS0782  HISTORY     - 1977     GOOD             NGS
 AS0782
 AS0782                          STATION DESCRIPTION
 AS0782
 AS0782'DESCRIBED BY US ENGINEERS 1934 (GLA)
 AS0782'THE STATION IS ON THE S SIDE OF THE INTRACOASTAL CANAL
 AS0782'APPROXIMATELY 5-1/4 MILES BY BOAT NW OF WHITE CITY, FLORIDA
 AS0782'OPPOSITE THE P.C. OF THE FIRST PROMINENT CURVE THAT THE CANAL
 AS0782'MAKES TO THE NW AFTER LEAVING WHITE CITY, FLORIDA.
 AS0782'
 AS0782'THE STATION IS IN A GRASSY CLEARING 250 FEET SW OF THE CENTER
 AS0782'LINE OF THE CANAL AND 500 FEET SE OF A SMALL SLOUGH THAT RUNS
 AS0782'INTO THE CANAL ON THE S BANK.  IT IS 20 METERS E OF THE MOST
 AS0782'EASTERLY LONE PINE TREE OF A GROUP OF SCATTERED PINES ON THE E
 AS0782'EDGE OF THE CLEARING.  STATION CAN BE REACHED BY BOAT ONLY.
 AS0782'
 AS0782'THE STATION IS MARKED WITH A 4- BY 4-INCH CONCRETE POST 5
 AS0782'FEET LONG AND 1 FOOT ABOVE THE GROUND WITH A COPPER NAIL
 AS0782'EMBEDDED IN THE TOP.  STATION MARK SET BY U.S. ENGINEERS.
 AS0782'
 AS0782'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP OF A TILE.
 AS0782'
 AS0782'REFERENCE MARK NO. 1 IS 106 METERS SE OF THE S BANK OF THE
 AS0782'CANAL AND S OF THE STATION ON THE SOUTHEASTERN EDGE OF THE
 AS0782'CLEARING, 450 FEET OF AN OLD SLOUGH THAT RUNS INTO THE CANAL ON THE
 AS0782'S BANK.  MARK IS A STANDARD DISK SET IN 6-INCH TILE PROJECTING
 AS0782'ABOUT 4 INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 2 IS NW
 AS0782'OF THE STATION ON THE NORTH-WESTERN EDGE OF THE CLEARING AND IS
 AS0782'50 METERS S OF THE S BANK OF THE CANAL ON THE EDGE OF A ROW OF
 AS0782'FOUR LONE PINE TREES.  MARK IS DIRECTLY S OF THE THIRD LONE
 AS0782'PINE TREE OF THIS GROUP BEGINNING WITH THE W PINE TREE.  MARK
 AS0782'IS STANDARD DISK SET IN CEMENT IN 6-INCH TILE PROJECTING 4
 AS0782'INCHES ABOVE THE GROUND.
 AS0782'
 AS0782'U.S.E. 57 IS 250 METERS NW OF THE OLD SLOUGH, MENTIONED IN THE
 AS0782'DESCRIPTION OF U.S.E. 56 AND IS 250 FEET SW OF THE CENTER LINE
 AS0782'OF THE CANAL, IN AN OPEN GRASSY CLEARING WITH SCATTERED PINE
 AS0782'TREES, AND IS 65 METERS SW OF THE EDGE OF A POINT WHERE THE
 AS0782'BANK STARTS SLOPING TOWARDS THE CANAL.  IT IS MARKED BY A 4- BY
 AS0782'4-INCH CONCRETE POST 5 FEET LONG AND 1 FOOT ABOVE THE GROUND,
 AS0782'WITH A COPPER NAIL EMBEDDED IN THE TOP.  IT CAN BE REACHED BY
 AS0782'BOAT ONLY.
 AS0782'
 AS0782'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 AS0782
 AS0782                          STATION RECOVERY (1977)
 AS0782
 AS0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 AS0782'A STATION WAS RECOVERED IN THE VICINITY WHICH IS BELIEVED TO
 AS0782'BE THE STATION.  NO REFERENCE MARKS WERE RECOVERED TO VERIFY
 AS0782'THAT THIS WAS THE STATION.
 AS0782'
 AS0782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AS0782'5-1/4 MILES NORTHWEST OF WHITE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7208 ***********************************************************************
 AK7208  DESIGNATION -  56
 AK7208  PID         -  AK7208
 AK7208  STATE/COUNTY-  FL/ORANGE
 AK7208  USGS QUAD   -  OVIEDO SW (1980)
 AK7208
 AK7208                         *CURRENT SURVEY CONTROL
 AK7208  ___________________________________________________________________
 AK7208* NAD 83(1986)-  28 34 05.     (N)    081 13 23.     (W)     SCALED    
 AK7208* NAVD 88     -        18.312  (meters)      60.08   (feet)  ADJUSTED  
 AK7208  ___________________________________________________________________
 AK7208  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AK7208  DYNAMIC HT  -          18.285 (meters)      59.99  (feet)  COMP
 AK7208  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 AK7208
 AK7208  VERT ORDER  -  SECOND    CLASS I
 AK7208
 AK7208.The horizontal coordinates were scaled from a topographic map and have
 AK7208.an estimated accuracy of +/- 6 seconds.
 AK7208
 AK7208.The orthometric height was determined by differential leveling
 AK7208.and adjusted by the National Geodetic Survey in December 1995..
 AK7208
 AK7208.The geoid height was determined by GEOID03.
 AK7208
 AK7208.The dynamic height is computed by dividing the NAVD 88
 AK7208.geopotential number by the normal gravity value computed on the
 AK7208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7208.degrees latitude (g = 980.6199 gals.).
 AK7208
 AK7208.The modeled gravity was interpolated from observed gravity values.
 AK7208
 AK7208;                    North         East    Units  Estimated Accuracy
 AK7208;SPC FL E     -   469,180.      178,180.      MT  (+/- 180 meters Scaled)
 AK7208
 AK7208                          SUPERSEDED SURVEY CONTROL
 AK7208
 AK7208.No superseded survey control is available for this station.
 AK7208
 AK7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM781601(NAD 83)
 AK7208_MARKER: DD = SURVEY DISK
 AK7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7208_SP_SET: SQUARE CONCRETE MONUMENT
 AK7208_STAMPING: B.M. 56 ELEV. 61.30
 AK7208_MARK LOGO: FLDT  
 AK7208_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7208+STABILITY: SURFACE MOTION
 AK7208
 AK7208  HISTORY     - Date     Condition        Report By
 AK7208  HISTORY     - UNK      MONUMENTED       FLDT
 AK7208  HISTORY     - 19900326 GOOD             FL-095
 AK7208  HISTORY     - 19970926 MARK NOT FOUND   USPSQD
 AK7208
 AK7208                          STATION DESCRIPTION
 AK7208
 AK7208'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7208'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7208'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7208'OF SR 50, ABOUT 220 FT (67.1 M) EAST OF CENTER LINE OF EAST ROUSE
 AK7208'ROAD, AND ABOUT 150 FT (45.7 M) WEST OF CENTER LINE OF KAMLER AVENUE.
 AK7208'T22S, R31E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE COUNTY
 AK7208'ENGINEERING DEPARTMENT.)
 AK7208
 AK7208                          STATION RECOVERY (1997)
 AK7208
 AK7208'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6654 ***********************************************************************
 DE6654  DESIGNATION -  56 CMP
 DE6654  PID         -  DE6654
 DE6654  STATE/COUNTY-  FL/UNION
 DE6654  USGS QUAD   -  RAIFORD (1984)
 DE6654
 DE6654                         *CURRENT SURVEY CONTROL
 DE6654  ___________________________________________________________________
 DE6654* NAD 83(1986)-  30 04 03.     (N)    082 08 56.     (W)     SCALED    
 DE6654* NAVD 88     -        41.359  (meters)     135.69   (feet)  ADJUSTED  
 DE6654  ___________________________________________________________________
 DE6654  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DE6654  DYNAMIC HT  -          41.305 (meters)     135.51  (feet)  COMP
 DE6654  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 DE6654
 DE6654  VERT ORDER  -  SECOND    CLASS I
 DE6654
 DE6654.The horizontal coordinates were scaled from a topographic map and have
 DE6654.an estimated accuracy of +/- 6 seconds.
 DE6654
 DE6654.The orthometric height was determined by differential leveling
 DE6654.and adjusted by the National Geodetic Survey in July 2004..
 DE6654.No vertical observational check was made to the station.
 DE6654
 DE6654.The geoid height was determined by GEOID03.
 DE6654
 DE6654.The dynamic height is computed by dividing the NAVD 88
 DE6654.geopotential number by the normal gravity value computed on the
 DE6654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6654.degrees latitude (g = 980.6199 gals.).
 DE6654
 DE6654.The modeled gravity was interpolated from observed gravity values.
 DE6654
 DE6654;                    North         East    Units  Estimated Accuracy
 DE6654;SPC FL N     -   120,670.      826,670.      MT  (+/- 180 meters Scaled)
 DE6654
 DE6654                          SUPERSEDED SURVEY CONTROL
 DE6654
 DE6654.No superseded survey control is available for this station.
 DE6654
 DE6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP892268(NAD 83)
 DE6654_MARKER: DB = BENCH MARK DISK
 DE6654_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6654_STAMPING: 56 CMP 1970
 DE6654_MARK LOGO: USGS  
 DE6654_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6654+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6654
 DE6654  HISTORY     - Date     Condition        Report By
 DE6654  HISTORY     - 1970     MONUMENTED       USGS
 DE6654  HISTORY     - 19920208 GOOD             NGS
 DE6654
 DE6654                          STATION DESCRIPTION
 DE6654
 DE6654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6654'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF RAIFORD IN SECTION 18,
 DE6654'T 5 S, R 22 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6654'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6654'ROAD CR-125 FOR 6.15 MI (9.90 KM) TO THE JUNCTION OF NW 112 AVENUE AND
 DE6654'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE POST, 2.0 FT (0.6
 DE6654'M) BELOW THE LEVEL OF COUNTY ROAD CR-125 AND FLUSH WITH THE LEVEL OF
 DE6654'THE GROUND. LOCATED 63.0 FT (19.2 M) WEST OF THE CENTERLINE OF COUNTY
 DE6654'ROAD CR-125, 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF A FIBERGLASS TELEPHONE
 DE6654'CABLE BOX NUMBER 124 6, 1.7 FT (0.5 M) EAST OF THE FENCE AND 1.3 FT
 DE6654'(0.4 M) WEST OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0129 ***********************************************************************
 BE0129  DESIGNATION -  56 WSM USGS
 BE0129  PID         -  BE0129
 BE0129  STATE/COUNTY-  FL/JACKSON
 BE0129  USGS QUAD   -  SILLS (1994)
 BE0129
 BE0129                         *CURRENT SURVEY CONTROL
 BE0129  ___________________________________________________________________
 BE0129* NAD 83(1986)-  30 58 13.     (N)    085 17 02.     (W)     SCALED    
 BE0129* NAVD 88     -        44.976  (meters)     147.56   (feet)  ADJUSTED  
 BE0129  ___________________________________________________________________
 BE0129  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BE0129  DYNAMIC HT  -          44.919 (meters)     147.37  (feet)  COMP
 BE0129  MODELED GRAV-     979,371.9   (mgal)                       NAVD 88
 BE0129
 BE0129  VERT ORDER  -  SECOND    CLASS 0
 BE0129
 BE0129.The horizontal coordinates were scaled from a topographic map and have
 BE0129.an estimated accuracy of +/- 6 seconds.
 BE0129
 BE0129.The orthometric height was determined by differential leveling
 BE0129.and adjusted by the National Geodetic Survey in June 1991..
 BE0129
 BE0129.The geoid height was determined by GEOID03.
 BE0129
 BE0129.The dynamic height is computed by dividing the NAVD 88
 BE0129.geopotential number by the normal gravity value computed on the
 BE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0129.degrees latitude (g = 980.6199 gals.).
 BE0129
 BE0129.The modeled gravity was interpolated from observed gravity values.
 BE0129
 BE0129;                    North         East    Units  Estimated Accuracy
 BE0129;SPC FL N     -   218,670.      525,110.      MT  (+/- 180 meters Scaled)
 BE0129
 BE0129                          SUPERSEDED SURVEY CONTROL
 BE0129
 BE0129  NGVD 29 (??/??/92)   45.092  (m)          147.94   (f) ADJ UNCH    2 0
 BE0129
 BE0129.Superseded values are not recommended for survey control.
 BE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0129.See file dsdata.txt to determine how the superseded data were derived.
 BE0129
 BE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV638275(NAD 83)
 BE0129_MARKER: DD = SURVEY DISK
 BE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0129_STAMPING: 56 WSM 1948 148
 BE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0129+STABILITY: SURFACE MOTION
 BE0129
 BE0129  HISTORY     - Date     Condition        Report By
 BE0129  HISTORY     - 1948     MONUMENTED       USGS
 BE0129  HISTORY     - 1952     GOOD             NGS
 BE0129  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0129  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0129  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0129
 BE0129                          STATION DESCRIPTION
 BE0129
 BE0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0129'9.3 MI NW FROM MALONE.
 BE0129'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 BE0129'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 1.9 MILES NORTH
 BE0129'ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD EAST, 28 FEET
 BE0129'WEST OF CENTER LINE OF ROAD, 9 FEET NORTH OF EXTENDED CENTER
 BE0129'LINE OF ROAD EAST, 75 FEET NORTHWEST AND ACROSS ROAD FROM POWER
 BE0129'POLE NO. 80, 9 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF
 BE0129'A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 BE0129'CONCRETE POST PROJECTING 6 INCHES.
 BE0129
 BE0129                          STATION RECOVERY (2001)
 BE0129
 BE0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0129
 BE0129                          STATION RECOVERY (2001)
 BE0129
 BE0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0129
 BE0129                          STATION RECOVERY (2001)
 BE0129
 BE0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0659 ***********************************************************************
 AC0659  DESIGNATION -  5.61
 AC0659  PID         -  AC0659
 AC0659  STATE/COUNTY-  FL/COLLIER
 AC0659  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0659
 AC0659                         *CURRENT SURVEY CONTROL
 AC0659  ___________________________________________________________________
 AC0659* NAD 83(1986)-  25 58 00.     (N)    081 31 57.     (W)     SCALED    
 AC0659* NAVD 88     -         1.362  (meters)       4.47   (feet)  ADJUSTED  
 AC0659  ___________________________________________________________________
 AC0659  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AC0659  DYNAMIC HT  -           1.360 (meters)       4.46  (feet)  COMP
 AC0659  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 AC0659
 AC0659  VERT ORDER  -  FIRST     CLASS I
 AC0659
 AC0659.The horizontal coordinates were scaled from a topographic map and have
 AC0659.an estimated accuracy of +/- 6 seconds.
 AC0659
 AC0659.The orthometric height was determined by differential leveling
 AC0659.and adjusted by the National Geodetic Survey in June 1991..
 AC0659
 AC0659.The geoid height was determined by GEOID03.
 AC0659
 AC0659.The dynamic height is computed by dividing the NAVD 88
 AC0659.geopotential number by the normal gravity value computed on the
 AC0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0659.degrees latitude (g = 980.6199 gals.).
 AC0659
 AC0659.The modeled gravity was interpolated from observed gravity values.
 AC0659
 AC0659;                    North         East    Units  Estimated Accuracy
 AC0659;SPC FL E     -   181,030.      146,680.      MT  (+/- 180 meters Scaled)
 AC0659
 AC0659                          SUPERSEDED SURVEY CONTROL
 AC0659
 AC0659  NGVD 29 (??/??/92)    1.769  (m)            5.80   (f) ADJ UNCH    1 1
 AC0659
 AC0659.Superseded values are not recommended for survey control.
 AC0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0659.See file dsdata.txt to determine how the superseded data were derived.
 AC0659
 AC0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ466721(NAD 83)
 AC0659_MARKER: DD = SURVEY DISK
 AC0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0659_SP_SET: BRIDGE
 AC0659_STAMPING: 5.61
 AC0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0659
 AC0659  HISTORY     - Date     Condition        Report By
 AC0659  HISTORY     - UNK      MONUMENTED       FLHD
 AC0659  HISTORY     - 1966     GOOD             NGS
 AC0659  HISTORY     - 1990     GOOD             USPSQD
 AC0659  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0659  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0659
 AC0659                          STATION DESCRIPTION
 AC0659
 AC0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0659'4.1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0659'ABOUT 4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0659'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0659'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0659'BRIDGE NO. 49 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0659'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0659
 AC0659                          STATION RECOVERY (1990)
 AC0659
 AC0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0659'RECOVERED IN GOOD CONDITION.
 AC0659
 AC0659                          STATION RECOVERY (1992)
 AC0659
 AC0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0659'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0659'DESTROYED.
 AC0659
 AC0659                          STATION RECOVERY (1999)
 AC0659
 AC0659'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0671 ***********************************************************************
 AC0671  DESIGNATION -  5.63
 AC0671  PID         -  AC0671
 AC0671  STATE/COUNTY-  FL/COLLIER
 AC0671  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0671
 AC0671                         *CURRENT SURVEY CONTROL
 AC0671  ___________________________________________________________________
 AC0671* NAD 83(1986)-  25 58 53.     (N)    081 33 45.     (W)     SCALED    
 AC0671* NAVD 88     -         1.370  (meters)       4.49   (feet)  ADJUSTED  
 AC0671  ___________________________________________________________________
 AC0671  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AC0671  DYNAMIC HT  -           1.368 (meters)       4.49  (feet)  COMP
 AC0671  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 AC0671
 AC0671  VERT ORDER  -  FIRST     CLASS I
 AC0671
 AC0671.The horizontal coordinates were scaled from a topographic map and have
 AC0671.an estimated accuracy of +/- 6 seconds.
 AC0671
 AC0671.The orthometric height was determined by differential leveling
 AC0671.and adjusted by the National Geodetic Survey in June 1991..
 AC0671
 AC0671.The geoid height was determined by GEOID03.
 AC0671
 AC0671.The dynamic height is computed by dividing the NAVD 88
 AC0671.geopotential number by the normal gravity value computed on the
 AC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0671.degrees latitude (g = 980.6199 gals.).
 AC0671
 AC0671.The modeled gravity was interpolated from observed gravity values.
 AC0671
 AC0671;                    North         East    Units  Estimated Accuracy
 AC0671;SPC FL E     -   182,670.      143,680.      MT  (+/- 180 meters Scaled)
 AC0671
 AC0671                          SUPERSEDED SURVEY CONTROL
 AC0671
 AC0671  NGVD 29 (??/??/92)    1.775  (m)            5.82   (f) ADJ UNCH    1 1
 AC0671
 AC0671.Superseded values are not recommended for survey control.
 AC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0671.See file dsdata.txt to determine how the superseded data were derived.
 AC0671
 AC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ436737(NAD 83)
 AC0671_MARKER: DD = SURVEY DISK
 AC0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0671_SP_SET: BRIDGE ABUTMENT
 AC0671_STAMPING: 5.63
 AC0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0671
 AC0671  HISTORY     - Date     Condition        Report By
 AC0671  HISTORY     - UNK      MONUMENTED       FLHD
 AC0671  HISTORY     - 1966     GOOD             NGS
 AC0671  HISTORY     - 1990     GOOD             USPSQD
 AC0671  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0671  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0671
 AC0671                          STATION DESCRIPTION
 AC0671
 AC0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0671'2.1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0671'ABOUT 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0671'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0671'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0671'BRIDGE NO. 44 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0671'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0671
 AC0671                          STATION RECOVERY (1990)
 AC0671
 AC0671'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0671'RECOVERED IN GOOD CONDITION.
 AC0671
 AC0671                          STATION RECOVERY (1992)
 AC0671
 AC0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0671'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0671'DESTROYED.
 AC0671
 AC0671                          STATION RECOVERY (1999)
 AC0671
 AC0671'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0616 ***********************************************************************
 AC0616  DESIGNATION -  5.64
 AC0616  PID         -  AC0616
 AC0616  STATE/COUNTY-  FL/COLLIER
 AC0616  USGS QUAD   -  WEAVERS STATION (1972)
 AC0616
 AC0616                         *CURRENT SURVEY CONTROL
 AC0616  ___________________________________________________________________
 AC0616* NAD 83(1986)-  25 55 39.     (N)    081 25 48.     (W)     SCALED    
 AC0616* NAVD 88     -         1.332  (meters)       4.37   (feet)  ADJUSTED  
 AC0616  ___________________________________________________________________
 AC0616  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AC0616  DYNAMIC HT  -           1.329 (meters)       4.36  (feet)  COMP
 AC0616  MODELED GRAV-     979,026.0   (mgal)                       NAVD 88
 AC0616
 AC0616  VERT ORDER  -  FIRST     CLASS I
 AC0616
 AC0616.The horizontal coordinates were scaled from a topographic map and have
 AC0616.an estimated accuracy of +/- 6 seconds.
 AC0616
 AC0616.The orthometric height was determined by differential leveling
 AC0616.and adjusted by the National Geodetic Survey in June 1991..
 AC0616
 AC0616.The geoid height was determined by GEOID03.
 AC0616
 AC0616.The dynamic height is computed by dividing the NAVD 88
 AC0616.geopotential number by the normal gravity value computed on the
 AC0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0616.degrees latitude (g = 980.6199 gals.).
 AC0616
 AC0616.The modeled gravity was interpolated from observed gravity values.
 AC0616
 AC0616;                    North         East    Units  Estimated Accuracy
 AC0616;SPC FL E     -   176,650.      156,930.      MT  (+/- 180 meters Scaled)
 AC0616
 AC0616                          SUPERSEDED SURVEY CONTROL
 AC0616
 AC0616  NGVD 29 (??/??/92)    1.745  (m)            5.73   (f) ADJ UNCH    1 1
 AC0616
 AC0616.Superseded values are not recommended for survey control.
 AC0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0616.See file dsdata.txt to determine how the superseded data were derived.
 AC0616
 AC0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ569677(NAD 83)
 AC0616_MARKER: DD = SURVEY DISK
 AC0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0616_SP_SET: BRIDGE ABUTMENT
 AC0616_STAMPING: 5.64
 AC0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0616
 AC0616  HISTORY     - Date     Condition        Report By
 AC0616  HISTORY     - UNK      MONUMENTED       FLDT
 AC0616  HISTORY     - 1966     GOOD             NGS
 AC0616  HISTORY     - 1990     GOOD             USPSQD
 AC0616  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0616  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0616
 AC0616                          STATION DESCRIPTION
 AC0616
 AC0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0616'8.4 MI NW FROM OCHOPEE.
 AC0616'ABOUT 8.45 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0616'THE POST OFFICE AT OCHOPEE, ABOUT 4.25 MILES NORTHWEST OF THE
 AC0616'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0616'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0616'68 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0616'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0616
 AC0616                          STATION RECOVERY (1990)
 AC0616
 AC0616'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0616'RECOVERED IN GOOD CONDITION.
 AC0616
 AC0616                          STATION RECOVERY (1992)
 AC0616
 AC0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0616'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0616'DESTROYED.
 AC0616
 AC0616                          STATION RECOVERY (1999)
 AC0616
 AC0616'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3241 ***********************************************************************
 AC3241  DESIGNATION -  5.64 RESET
 AC3241  PID         -  AC3241
 AC3241  STATE/COUNTY-  FL/COLLIER
 AC3241  USGS QUAD   -  WEAVERS STATION (1972)
 AC3241
 AC3241                         *CURRENT SURVEY CONTROL
 AC3241  ___________________________________________________________________
 AC3241* NAD 83(1986)-  25 55 46.     (N)    081 25 46.     (W)     SCALED    
 AC3241* NAVD 88     -         1.906  (meters)       6.25   (feet)  ADJUSTED  
 AC3241  ___________________________________________________________________
 AC3241  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AC3241  DYNAMIC HT  -           1.903 (meters)       6.24  (feet)  COMP
 AC3241  MODELED GRAV-     979,026.1   (mgal)                       NAVD 88
 AC3241
 AC3241  VERT ORDER  -  FIRST     CLASS II
 AC3241
 AC3241.The horizontal coordinates were scaled from a topographic map and have
 AC3241.an estimated accuracy of +/- 6 seconds.
 AC3241
 AC3241.The orthometric height was determined by differential leveling
 AC3241.and adjusted by the National Geodetic Survey in September 1992..
 AC3241
 AC3241.The geoid height was determined by GEOID03.
 AC3241
 AC3241.The dynamic height is computed by dividing the NAVD 88
 AC3241.geopotential number by the normal gravity value computed on the
 AC3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3241.degrees latitude (g = 980.6199 gals.).
 AC3241
 AC3241.The modeled gravity was interpolated from observed gravity values.
 AC3241
 AC3241;                    North         East    Units  Estimated Accuracy
 AC3241;SPC FL E     -   176,870.      156,980.      MT  (+/- 180 meters Scaled)
 AC3241
 AC3241                          SUPERSEDED SURVEY CONTROL
 AC3241
 AC3241  NGVD 29 (09/01/92)    2.320  (m)            7.61   (f) ADJUSTED    1 2
 AC3241
 AC3241.Superseded values are not recommended for survey control.
 AC3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3241.See file dsdata.txt to determine how the superseded data were derived.
 AC3241
 AC3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ569679(NAD 83)
 AC3241_MARKER: DD = SURVEY DISK
 AC3241_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3241_SP_SET: ABUTMENT
 AC3241_STAMPING: 5.64 RESET 1977
 AC3241_MARK LOGO: NGS   
 AC3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3241+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC3241
 AC3241  HISTORY     - Date     Condition        Report By
 AC3241  HISTORY     - 1977     MONUMENTED       NGS
 AC3241  HISTORY     - 1990     GOOD             USPSQD
 AC3241  HISTORY     - 19920226 GOOD             NGS
 AC3241  HISTORY     - 19991231 GOOD             USPSQD
 AC3241
 AC3241                          STATION DESCRIPTION
 AC3241
 AC3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3241'4.4 MI WNW FROM CARNESTOWN.
 AC3241'4.4 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3241'WITH STATE HIGHWAY 29 IN CARNESTOWN, 37.0 FEET SOUTHWEST OF A
 AC3241'POWERLINE POLE ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF THE CENTER
 AC3241'OF HIGHWAY 41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION DISK
 AC3241'IN THE SOUTHEAST CORNER OF BRIDGE ON THE CONCRETE SAFETY RAILING.
 AC3241
 AC3241                          STATION RECOVERY (1990)
 AC3241
 AC3241'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3241'RECOVERED IN GOOD CONDITION.
 AC3241
 AC3241                          STATION RECOVERY (1992)
 AC3241
 AC3241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3241'43.7 KM (27.15 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3241'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3241'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3241'OF BRIDGE NUMBER 030068, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF
 AC3241'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3241'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3241
 AC3241                          STATION RECOVERY (1999)
 AC3241
 AC3241'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3161 ***********************************************************************
 AC3161  DESIGNATION -  5.64 RESET 1976
 AC3161  PID         -  AC3161
 AC3161  STATE/COUNTY-  FL/COLLIER
 AC3161  USGS QUAD   -  EVERGLADES CITY (1974)
 AC3161
 AC3161                         *CURRENT SURVEY CONTROL
 AC3161  ___________________________________________________________________
 AC3161* NAD 83(1986)-  25 51 19.     (N)    081 23 00.     (W)     SCALED    
 AC3161* NAVD 88     -         1.09   (+/-2cm)       3.6    (feet)  VERTCON   
 AC3161  ___________________________________________________________________
 AC3161  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AC3161
 AC3161  VERT ORDER  -  THIRD (See Below)
 AC3161
 AC3161.The horizontal coordinates were scaled from a topographic map and have
 AC3161.an estimated accuracy of +/- 6 seconds.
 AC3161
 AC3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3161.The vertical order pertains to the NGVD 29 superseded value.
 AC3161
 AC3161.The geoid height was determined by GEOID03.
 AC3161
 AC3161;                    North         East    Units  Estimated Accuracy
 AC3161;SPC FL E     -   168,640.      161,580.      MT  (+/- 180 meters Scaled)
 AC3161
 AC3161                          SUPERSEDED SURVEY CONTROL
 AC3161
 AC3161  NGVD 29 (08/19/04)    1.51   (m)            5.0    (f) RESET       3  
 AC3161
 AC3161.Superseded values are not recommended for survey control.
 AC3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3161.See file dsdata.txt to determine how the superseded data were derived.
 AC3161
 AC3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ615597(NAD 83)
 AC3161_MARKER: DB = BENCH MARK DISK
 AC3161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3161_SP_SET: BRIDGE
 AC3161_STAMPING: 5.64 RESET 1976
 AC3161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3161
 AC3161  HISTORY     - Date     Condition        Report By
 AC3161  HISTORY     - 1976     MONUMENTED       NGS
 AC3161  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AC3161
 AC3161                          STATION DESCRIPTION
 AC3161
 AC3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3161'4.4 MI NW FROM CARNESTOWN.
 AC3161'ABOUT 8.9 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC3161'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC3161'OR 4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3161'WITH STATE HIGHWAY 29 AT CARNESTOWN, 10.9 FEET SOUTHWEST OF THE
 AC3161'CENTER OF U.S. HIGHWAY 41, AND A DISK SET FLUSH IN THE SOUTHWEST
 AC3161'CORNER OF THE CONCRETE FLOOR OF BRIDGE 68.
 AC3161
 AC3161                          STATION RECOVERY (2004)
 AC3161
 AC3161'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3161'THE LATITUDE AND LONGITUDE COORDINATES (APPROX.) PRINTED OUT ON THE
 AC3161'SUMMARY REPORT GENERATED IN QUERYING THE DATA BASE ARE WRONG.  THE
 AC3161'COORDINATES GIVEN PLACE THE MARK ABOUT AT THE EAST END OF JASMINE
 AC3161'STREET A LITTLE SOUTH OF EVERGLADES CITY. WENT TO BRIDGE 68 ON US
 AC3161'HIGHWAY 41 AND THE BRIDGE FLOOR IS ASPHALT, NOT CONCRETE AS DESCRIBED
 AC3161'IN THE PID DATABASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0612 ***********************************************************************
 AC0612  DESIGNATION -  5.65
 AC0612  PID         -  AC0612
 AC0612  STATE/COUNTY-  FL/COLLIER
 AC0612  USGS QUAD   -  WEAVERS STATION (1972)
 AC0612
 AC0612                         *CURRENT SURVEY CONTROL
 AC0612  ___________________________________________________________________
 AC0612* NAD 83(1986)-  25 55 14.     (N)    081 24 22.     (W)     SCALED    
 AC0612* NAVD 88     -         1.353  (meters)       4.44   (feet)  ADJUSTED  
 AC0612  ___________________________________________________________________
 AC0612  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AC0612  DYNAMIC HT  -           1.351 (meters)       4.43  (feet)  COMP
 AC0612  MODELED GRAV-     979,024.2   (mgal)                       NAVD 88
 AC0612
 AC0612  VERT ORDER  -  FIRST     CLASS I
 AC0612
 AC0612.The horizontal coordinates were scaled from a topographic map and have
 AC0612.an estimated accuracy of +/- 6 seconds.
 AC0612
 AC0612.The orthometric height was determined by differential leveling
 AC0612.and adjusted by the National Geodetic Survey in June 1991..
 AC0612
 AC0612.The geoid height was determined by GEOID03.
 AC0612
 AC0612.The dynamic height is computed by dividing the NAVD 88
 AC0612.geopotential number by the normal gravity value computed on the
 AC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0612.degrees latitude (g = 980.6199 gals.).
 AC0612
 AC0612.The modeled gravity was interpolated from observed gravity values.
 AC0612
 AC0612;                    North         East    Units  Estimated Accuracy
 AC0612;SPC FL E     -   175,880.      159,320.      MT  (+/- 180 meters Scaled)
 AC0612
 AC0612                          SUPERSEDED SURVEY CONTROL
 AC0612
 AC0612  NGVD 29 (??/??/92)    1.768  (m)            5.80   (f) ADJ UNCH    1 1
 AC0612
 AC0612.Superseded values are not recommended for survey control.
 AC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0612.See file dsdata.txt to determine how the superseded data were derived.
 AC0612
 AC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ593669(NAD 83)
 AC0612_MARKER: DD = SURVEY DISK
 AC0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0612_SP_SET: BRIDGE ABUTMENT
 AC0612_STAMPING: 5.65
 AC0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0612
 AC0612  HISTORY     - Date     Condition        Report By
 AC0612  HISTORY     - UNK      MONUMENTED       FLDT
 AC0612  HISTORY     - 1966     GOOD             NGS
 AC0612  HISTORY     - 1990     GOOD             USPSQD
 AC0612  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0612  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0612
 AC0612                          STATION DESCRIPTION
 AC0612
 AC0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0612'7 MI NW FROM OCHOPEE.
 AC0612'ABOUT 6.95 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0612'THE POST OFFICE AT OCHOPEE, 2.75 MILES NORTHWEST OF THE
 AC0612'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0612'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 72
 AC0612'A, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0612'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0612
 AC0612                          STATION RECOVERY (1990)
 AC0612
 AC0612'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0612'RECOVERED IN GOOD CONDITION.
 AC0612
 AC0612                          STATION RECOVERY (1992)
 AC0612
 AC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0612'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED AREA.  ASSUMED
 AC0612'DESTROYED.
 AC0612
 AC0612                          STATION RECOVERY (1999)
 AC0612
 AC0612'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3242 ***********************************************************************
 AC3242  DESIGNATION -  5.65 RESET
 AC3242  PID         -  AC3242
 AC3242  STATE/COUNTY-  FL/COLLIER
 AC3242  USGS QUAD   -  WEAVERS STATION (1972)
 AC3242
 AC3242                         *CURRENT SURVEY CONTROL
 AC3242  ___________________________________________________________________
 AC3242* NAD 83(1986)-  25 55 23.     (N)    081 24 24.     (W)     SCALED    
 AC3242* NAVD 88     -         1.930  (meters)       6.33   (feet)  ADJUSTED  
 AC3242  ___________________________________________________________________
 AC3242  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AC3242  DYNAMIC HT  -           1.927 (meters)       6.32  (feet)  COMP
 AC3242  MODELED GRAV-     979,024.3   (mgal)                       NAVD 88
 AC3242
 AC3242  VERT ORDER  -  FIRST     CLASS II
 AC3242
 AC3242.The horizontal coordinates were scaled from a topographic map and have
 AC3242.an estimated accuracy of +/- 6 seconds.
 AC3242
 AC3242.The orthometric height was determined by differential leveling
 AC3242.and adjusted by the National Geodetic Survey in September 1992..
 AC3242
 AC3242.The geoid height was determined by GEOID03.
 AC3242
 AC3242.The dynamic height is computed by dividing the NAVD 88
 AC3242.geopotential number by the normal gravity value computed on the
 AC3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3242.degrees latitude (g = 980.6199 gals.).
 AC3242
 AC3242.The modeled gravity was interpolated from observed gravity values.
 AC3242
 AC3242;                    North         East    Units  Estimated Accuracy
 AC3242;SPC FL E     -   176,150.      159,260.      MT  (+/- 180 meters Scaled)
 AC3242
 AC3242                          SUPERSEDED SURVEY CONTROL
 AC3242
 AC3242  NGVD 29 (09/01/92)    2.346  (m)            7.70   (f) ADJUSTED    1 2
 AC3242
 AC3242.Superseded values are not recommended for survey control.
 AC3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3242.See file dsdata.txt to determine how the superseded data were derived.
 AC3242
 AC3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ592672(NAD 83)
 AC3242_MARKER: DD = SURVEY DISK
 AC3242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3242_SP_SET: ABUTMENT
 AC3242_STAMPING: 5.65 RESET 1977
 AC3242_MARK LOGO: NGS   
 AC3242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3242+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC3242
 AC3242  HISTORY     - Date     Condition        Report By
 AC3242  HISTORY     - 1977     MONUMENTED       NGS
 AC3242  HISTORY     - 1990     GOOD             USPSQD
 AC3242  HISTORY     - 19920226 GOOD             NGS
 AC3242  HISTORY     - 19991231 GOOD             USPSQD
 AC3242
 AC3242                          STATION DESCRIPTION
 AC3242
 AC3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3242'2.8 MI WNW FROM CARNESTOWN.
 AC3242'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3242'2.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3242'WITH STATE HIGHWAY 29 IN CARNESTOWN, 136.0 FEET SOUTHEAST OF A
 AC3242'POWERLINE POLE ACROSS THE HIGHWAY, 16.8 FEET SOUTH OF THE CENTER
 AC3242'OF U.S. HIGHWAY 41, AND FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3242'DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 72 ON THE
 AC3242'CONCRETE SAFETY RAILINF .
 AC3242
 AC3242                          STATION RECOVERY (1990)
 AC3242
 AC3242'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3242'RECOVERED IN GOOD CONDITION.
 AC3242
 AC3242                          STATION RECOVERY (1992)
 AC3242
 AC3242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3242'46.2 KM (28.70 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3242'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3242'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL AT THE EAST ABUTMENT
 AC3242'OF BRIDGE NUMBER 030072, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF
 AC3242'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3242'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3242
 AC3242                          STATION RECOVERY (1999)
 AC3242
 AC3242'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0435 ***********************************************************************
 AC0435  DESIGNATION -  5.65 RESET 1976
 AC0435  PID         -  AC0435
 AC0435  STATE/COUNTY-  FL/COLLIER
 AC0435  USGS QUAD   -  WEAVERS STATION (1972)
 AC0435
 AC0435                         *CURRENT SURVEY CONTROL
 AC0435  ___________________________________________________________________
 AC0435* NAD 83(1986)-  25 55 10.     (N)    081 24 09.     (W)     SCALED    
 AC0435* NAVD 88     -         1.10   (+/-2cm)       3.6    (feet)  VERTCON   
 AC0435  ___________________________________________________________________
 AC0435  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AC0435
 AC0435  VERT ORDER  -  THIRD (See Below)
 AC0435
 AC0435.The horizontal coordinates were scaled from a topographic map and have
 AC0435.an estimated accuracy of +/- 6 seconds.
 AC0435
 AC0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0435.The vertical order pertains to the NGVD 29 superseded value.
 AC0435
 AC0435.The geoid height was determined by GEOID03.
 AC0435
 AC0435;                    North         East    Units  Estimated Accuracy
 AC0435;SPC FL E     -   175,750.      159,680.      MT  (+/- 180 meters Scaled)
 AC0435
 AC0435                          SUPERSEDED SURVEY CONTROL
 AC0435
 AC0435  NGVD 29 (08/19/04)    1.52   (m)            5.0    (f) RESET       3  
 AC0435
 AC0435.Superseded values are not recommended for survey control.
 AC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0435.See file dsdata.txt to determine how the superseded data were derived.
 AC0435
 AC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ596668(NAD 83)
 AC0435_MARKER: DB = BENCH MARK DISK
 AC0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0435_SP_SET: BRIDGE
 AC0435_STAMPING: 5.65 RESET 1976
 AC0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0435
 AC0435  HISTORY     - Date     Condition        Report By
 AC0435  HISTORY     - 1976     MONUMENTED       NGS
 AC0435  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0435
 AC0435                          STATION DESCRIPTION
 AC0435
 AC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0435'2.8 MI NW FROM CARNESTOWN.
 AC0435'7.3 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0435'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0435'OR 2.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0435'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.2 FEET SOUTHWEST OF THE
 AC0435'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0435'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 72.
 AC0435
 AC0435                          STATION RECOVERY (1999)
 AC0435
 AC0435'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0644 ***********************************************************************
 AC0644  DESIGNATION -  5.67
 AC0644  PID         -  AC0644
 AC0644  STATE/COUNTY-  FL/COLLIER
 AC0644  USGS QUAD   -  WEAVERS STATION (1972)
 AC0644
 AC0644                         *CURRENT SURVEY CONTROL
 AC0644  ___________________________________________________________________
 AC0644* NAD 83(1986)-  25 56 10.     (N)    081 27 22.     (W)     SCALED    
 AC0644* NAVD 88     -         1.352  (meters)       4.44   (feet)  ADJUSTED  
 AC0644  ___________________________________________________________________
 AC0644  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AC0644  DYNAMIC HT  -           1.350 (meters)       4.43  (feet)  COMP
 AC0644  MODELED GRAV-     979,028.0   (mgal)                       NAVD 88
 AC0644
 AC0644  VERT ORDER  -  FIRST     CLASS I
 AC0644
 AC0644.The horizontal coordinates were scaled from a topographic map and have
 AC0644.an estimated accuracy of +/- 6 seconds.
 AC0644
 AC0644.The orthometric height was determined by differential leveling
 AC0644.and adjusted by the National Geodetic Survey in June 1991..
 AC0644
 AC0644.The geoid height was determined by GEOID03.
 AC0644
 AC0644.The dynamic height is computed by dividing the NAVD 88
 AC0644.geopotential number by the normal gravity value computed on the
 AC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0644.degrees latitude (g = 980.6199 gals.).
 AC0644
 AC0644.The modeled gravity was interpolated from observed gravity values.
 AC0644
 AC0644;                    North         East    Units  Estimated Accuracy
 AC0644;SPC FL E     -   177,620.      154,310.      MT  (+/- 180 meters Scaled)
 AC0644
 AC0644                          SUPERSEDED SURVEY CONTROL
 AC0644
 AC0644  NGVD 29 (??/??/92)    1.764  (m)            5.79   (f) ADJ UNCH    1 1
 AC0644
 AC0644.Superseded values are not recommended for survey control.
 AC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0644.See file dsdata.txt to determine how the superseded data were derived.
 AC0644
 AC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ543686(NAD 83)
 AC0644_MARKER: DD = SURVEY DISK
 AC0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0644_SP_SET: BRIDGE ABUTMENT
 AC0644_STAMPING: 5.67
 AC0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0644
 AC0644  HISTORY     - Date     Condition        Report By
 AC0644  HISTORY     - UNK      MONUMENTED       FLDT
 AC0644  HISTORY     - 1966     GOOD             NGS
 AC0644  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0644  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0644
 AC0644                          STATION DESCRIPTION
 AC0644
 AC0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0644'10.1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0644'ABOUT 10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0644'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 6.0 MILES NORTHWEST
 AC0644'OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE
 AC0644'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0644'BRIDGE NO. 65 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0644'HIGHWAY, 121.5 FEET WEST OF AND ACROSS THE HIGHWAY FROM B. M.
 AC0644'U 249 DESCRIBED, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 AC0644'HIGHWAY.
 AC0644
 AC0644                          STATION RECOVERY (1992)
 AC0644
 AC0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0644'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0644'DESTROYED.
 AC0644
 AC0644                          STATION RECOVERY (1999)
 AC0644
 AC0644'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3234 ***********************************************************************
 AC3234  DESIGNATION -  5.67 RESET
 AC3234  PID         -  AC3234
 AC3234  STATE/COUNTY-  FL/COLLIER
 AC3234  USGS QUAD   -  WEAVERS STATION (1972)
 AC3234
 AC3234                         *CURRENT SURVEY CONTROL
 AC3234  ___________________________________________________________________
 AC3234* NAD 83(1986)-  25 56 12.     (N)    081 27 18.     (W)     SCALED    
 AC3234* NAVD 88     -         1.943  (meters)       6.37   (feet)  ADJUSTED  
 AC3234  ___________________________________________________________________
 AC3234  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AC3234  DYNAMIC HT  -           1.940 (meters)       6.36  (feet)  COMP
 AC3234  MODELED GRAV-     979,027.9   (mgal)                       NAVD 88
 AC3234
 AC3234  VERT ORDER  -  FIRST     CLASS II
 AC3234
 AC3234.The horizontal coordinates were scaled from a topographic map and have
 AC3234.an estimated accuracy of +/- 6 seconds.
 AC3234
 AC3234.The orthometric height was determined by differential leveling
 AC3234.and adjusted by the National Geodetic Survey in September 1992..
 AC3234
 AC3234.The geoid height was determined by GEOID03.
 AC3234
 AC3234.The dynamic height is computed by dividing the NAVD 88
 AC3234.geopotential number by the normal gravity value computed on the
 AC3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3234.degrees latitude (g = 980.6199 gals.).
 AC3234
 AC3234.The modeled gravity was interpolated from observed gravity values.
 AC3234
 AC3234;                    North         East    Units  Estimated Accuracy
 AC3234;SPC FL E     -   177,680.      154,420.      MT  (+/- 180 meters Scaled)
 AC3234
 AC3234                          SUPERSEDED SURVEY CONTROL
 AC3234
 AC3234  NGVD 29 (09/01/92)    2.355  (m)            7.73   (f) ADJUSTED    1 2
 AC3234
 AC3234.Superseded values are not recommended for survey control.
 AC3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3234.See file dsdata.txt to determine how the superseded data were derived.
 AC3234
 AC3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ544687(NAD 83)
 AC3234_MARKER: DD = SURVEY DISK
 AC3234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3234_SP_SET: ABUTMENT
 AC3234_STAMPING: 5.67 RESET 1977
 AC3234_MARK LOGO: NGS   
 AC3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3234+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC3234
 AC3234  HISTORY     - Date     Condition        Report By
 AC3234  HISTORY     - 1977     MONUMENTED       NGS
 AC3234  HISTORY     - 1990     GOOD             USPSQD
 AC3234  HISTORY     - 19920226 GOOD             NGS
 AC3234  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC3234
 AC3234                          STATION DESCRIPTION
 AC3234
 AC3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3234'6.15 MI NW FROM CARNESTOWN.
 AC3234'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3234'6.15 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AC3234'STAT  HIGHWAY 29 IN CARNESTOWN, 65.5 FEET WEST OF BENCH MARK U 249,
 AC3234'50.5 FEET WEST OF A POWERLINE POLE ACROSS HIGHWAY, 16.5 FEET
 AC3234'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41, AND A FLORIDA
 AC3234'DEPARTMENT OF TRANSPORTATION DISK IN THE SOUTHEAST CORNER OF
 AC3234'BRIDGE NUMBER 65 ON THE CONCRETE SAFETY RAILING.
 AC3234
 AC3234                          STATION RECOVERY (1990)
 AC3234
 AC3234'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3234'RECOVERED IN GOOD CONDITION.
 AC3234
 AC3234                          STATION RECOVERY (1992)
 AC3234
 AC3234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3234'40.9 KM (25.40 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3234'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3234'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3234'OF BRIDGE NUMBER 030065, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF
 AC3234'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3234'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3234
 AC3234                          STATION RECOVERY (1999)
 AC3234
 AC3234'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3164 ***********************************************************************
 AC3164  DESIGNATION -  5.67 RESET 1976
 AC3164  PID         -  AC3164
 AC3164  STATE/COUNTY-  FL/COLLIER
 AC3164  USGS QUAD   -  WEAVERS STATION (1972)
 AC3164
 AC3164                         *CURRENT SURVEY CONTROL
 AC3164  ___________________________________________________________________
 AC3164* NAD 83(1986)-  25 56 17.     (N)    081 26 50.     (W)     SCALED    
 AC3164* NAVD 88     -         1.11   (+/-2cm)       3.6    (feet)  VERTCON   
 AC3164  ___________________________________________________________________
 AC3164  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AC3164
 AC3164  VERT ORDER  -  THIRD (See Below)
 AC3164
 AC3164.The horizontal coordinates were scaled from a topographic map and have
 AC3164.an estimated accuracy of +/- 6 seconds.
 AC3164
 AC3164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3164.The vertical order pertains to the NGVD 29 superseded value.
 AC3164
 AC3164.The geoid height was determined by GEOID03.
 AC3164
 AC3164;                    North         East    Units  Estimated Accuracy
 AC3164;SPC FL E     -   177,830.      155,200.      MT  (+/- 180 meters Scaled)
 AC3164
 AC3164                          SUPERSEDED SURVEY CONTROL
 AC3164
 AC3164  NGVD 29 (08/19/04)    1.53   (m)            5.0    (f) RESET       3  
 AC3164
 AC3164.Superseded values are not recommended for survey control.
 AC3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3164.See file dsdata.txt to determine how the superseded data were derived.
 AC3164
 AC3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ552689(NAD 83)
 AC3164_MARKER: DB = BENCH MARK DISK
 AC3164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3164_SP_SET: BRIDGE
 AC3164_STAMPING: 5.67 RESET 1976
 AC3164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3164
 AC3164  HISTORY     - Date     Condition        Report By
 AC3164  HISTORY     - 1976     MONUMENTED       NGS
 AC3164  HISTORY     - 19991231 GOOD             USPSQD
 AC3164
 AC3164                          STATION DESCRIPTION
 AC3164
 AC3164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3164'6.2 MI NW FROM CARNESTOWN.
 AC3164'10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3164'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, OR 6.15 MILES NORTHWEST
 AC3164'ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH STATE HIGHWAY 29
 AC3164'AT CARNESTOWN, 10.4 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 AC3164'HIGHWAY 41 AND A DISK SET FLUSH IN THE CONCRETE BRIDGE FLOOR
 AC3164'IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 65.
 AC3164
 AC3164                          STATION RECOVERY (1999)
 AC3164
 AC3164'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7207 ***********************************************************************
 AK7207  DESIGNATION -  57
 AK7207  PID         -  AK7207
 AK7207  STATE/COUNTY-  FL/ORANGE
 AK7207  USGS QUAD   -  OVIEDO SW (1980)
 AK7207
 AK7207                         *CURRENT SURVEY CONTROL
 AK7207  ___________________________________________________________________
 AK7207* NAD 83(1986)-  28 34 04.     (N)    081 13 10.     (W)     SCALED    
 AK7207* NAVD 88     -        20.306  (meters)      66.62   (feet)  ADJUSTED  
 AK7207  ___________________________________________________________________
 AK7207  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AK7207  DYNAMIC HT  -          20.277 (meters)      66.53  (feet)  COMP
 AK7207  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 AK7207
 AK7207  VERT ORDER  -  SECOND    CLASS I
 AK7207
 AK7207.The horizontal coordinates were scaled from a topographic map and have
 AK7207.an estimated accuracy of +/- 6 seconds.
 AK7207
 AK7207.The orthometric height was determined by differential leveling
 AK7207.and adjusted by the National Geodetic Survey in December 1995..
 AK7207
 AK7207.The geoid height was determined by GEOID03.
 AK7207
 AK7207.The dynamic height is computed by dividing the NAVD 88
 AK7207.geopotential number by the normal gravity value computed on the
 AK7207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7207.degrees latitude (g = 980.6199 gals.).
 AK7207
 AK7207.The modeled gravity was interpolated from observed gravity values.
 AK7207
 AK7207;                    North         East    Units  Estimated Accuracy
 AK7207;SPC FL E     -   469,150.      178,530.      MT  (+/- 180 meters Scaled)
 AK7207
 AK7207                          SUPERSEDED SURVEY CONTROL
 AK7207
 AK7207.No superseded survey control is available for this station.
 AK7207
 AK7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM785601(NAD 83)
 AK7207_MARKER: DD = SURVEY DISK
 AK7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7207_SP_SET: SQUARE CONCRETE MONUMENT
 AK7207_STAMPING: B.M. 57 ELEV. 67.84
 AK7207_MARK LOGO: FLDT  
 AK7207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7207+STABILITY: SURFACE MOTION
 AK7207
 AK7207  HISTORY     - Date     Condition        Report By
 AK7207  HISTORY     - UNK      MONUMENTED       FLDT
 AK7207  HISTORY     - 19900326 GOOD             FL-095
 AK7207
 AK7207                          STATION DESCRIPTION
 AK7207
 AK7207'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7207'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7207'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7207'OF SR 50, ABOUT 65 FT (19.8 M) WEST OF CENTER LINE OF LAKE BERGE
 AK7207'ROAD, AND ABOUT 1000 FT (304.8 M) EAST OF CENTER LINE OF KAMLER
 AK7207'AVENUE.  T22S, R31E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE
 AK7207'COUNTY ENGINEERING DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8715 ***********************************************************************
 DE8715  DESIGNATION -  57
 DE8715  PID         -  DE8715
 DE8715  STATE/COUNTY-  FL/MANATEE
 DE8715  USGS QUAD   -  VERNA (1979)
 DE8715
 DE8715                         *CURRENT SURVEY CONTROL
 DE8715  ___________________________________________________________________
 DE8715* NAD 83(1986)-  27 25 17.     (N)    082 22 02.     (W)     SCALED    
 DE8715* NAVD 88     -        12.998  (meters)      42.64   (feet)  ADJUSTED  
 DE8715  ___________________________________________________________________
 DE8715  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DE8715  DYNAMIC HT  -          12.979 (meters)      42.58  (feet)  COMP
 DE8715  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 DE8715
 DE8715  VERT ORDER  -  SECOND    CLASS I
 DE8715
 DE8715.The horizontal coordinates were scaled from a topographic map and have
 DE8715.an estimated accuracy of +/- 6 seconds.
 DE8715
 DE8715.The orthometric height was determined by differential leveling
 DE8715.and adjusted by the National Geodetic Survey in May 2004..
 DE8715
 DE8715.The geoid height was determined by GEOID03.
 DE8715
 DE8715.The dynamic height is computed by dividing the NAVD 88
 DE8715.geopotential number by the normal gravity value computed on the
 DE8715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8715.degrees latitude (g = 980.6199 gals.).
 DE8715
 DE8715.The modeled gravity was interpolated from observed gravity values.
 DE8715
 DE8715;                    North         East    Units  Estimated Accuracy
 DE8715;SPC FL W     -   342,150.      163,690.      MT  (+/- 180 meters Scaled)
 DE8715
 DE8715                          SUPERSEDED SURVEY CONTROL
 DE8715
 DE8715.No superseded survey control is available for this station.
 DE8715
 DE8715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL648338(NAD 83)
 DE8715_MARKER: DD = SURVEY DISK
 DE8715_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE8715_STAMPING: BM 57
 DE8715_MARK LOGO: FLDT  
 DE8715_PROJECTION: RECESSED 10 CENTIMETERS
 DE8715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8715+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 DE8715
 DE8715  HISTORY     - Date     Condition        Report By
 DE8715  HISTORY     - UNK      MONUMENTED       FLDT
 DE8715  HISTORY     - 20020521 GOOD             FLDEP
 DE8715
 DE8715                          STATION DESCRIPTION
 DE8715
 DE8715'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8715'THE MARK IS ABOUT 13.9 MI NORTHWEST OF MYAKKA CITY, 12.7 MI SOUTHEAST
 DE8715'OF BRADENTON, IN
 DE8715'SECTION 23, TOWNSHIP 35 SOUTH, RANGE 19 EAST.
 DE8715' 
 DE8715'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 DE8715'ROAD 70 ABOUT 9.5 MI
 DE8715'SOUTHEAST OF BRADENTON, GO EAST ON STATE ROAD 70 FOR 5.95 MI TO THE
 DE8715'MARK ON THE LEFT, A
 DE8715'PREFABRICATED 4-INCH SQUARE CONCRETE POST RECESSED 0.4 FT BELOW THE
 DE8715'LEVEL OF THE
 DE8715'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 70.
 DE8715' 
 DE8715'LOCATED 106.0 FT SOUTHEAST OF POWER POLE NUMBER 5632, 33.2 FT
 DE8715'NORTH-NORTHEAST OF THE
 DE8715'APPROXIMATE CENTERLINE OF STATE ROAD 70 AND 20.8 FT SOUTH-SOUTHWEST OF
 DE8715'A CARSONITE
 DE8715'WITNESS POST.
 DE8715'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG5047 ***********************************************************************
 BG5047  DESIGNATION -  57 83 A11
 BG5047  PID         -  BG5047
 BG5047  STATE/COUNTY-  FL/OKALOOSA
 BG5047  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG5047
 BG5047                         *CURRENT SURVEY CONTROL
 BG5047  ___________________________________________________________________
 BG5047* NAD 83(1999)-  30 26 27.09701(N)    086 35 51.80605(W)     ADJUSTED  
 BG5047* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 BG5047  ___________________________________________________________________
 BG5047  X           -     326,618.983 (meters)                     COMP
 BG5047  Y           -  -5,493,936.384 (meters)                     COMP
 BG5047  Z           -   3,212,591.251 (meters)                     COMP
 BG5047  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BG5047  ELLIP HEIGHT-         -24.71  (meters)          (06/11/02) GPS OBS
 BG5047  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG5047
 BG5047  HORZ ORDER  -  FIRST
 BG5047  ELLP ORDER  -  FOURTH    CLASS I
 BG5047
 BG5047.The horizontal coordinates were established by GPS observations
 BG5047.and adjusted by the National Geodetic Survey in June 2002..
 BG5047
 BG5047.The orthometric height was determined by GPS observations and a
 BG5047.high-resolution geoid model.
 BG5047
 BG5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5047
 BG5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5047
 BG5047.The ellipsoidal height was determined by GPS observations
 BG5047.and is referenced to NAD 83.
 BG5047
 BG5047.The geoid height was determined by GEOID03.
 BG5047
 BG5047;                    North         East     Units Scale Factor Converg.
 BG5047;SPC FL N     -   161,570.451   398,518.504   MT  0.99995979   -1 03 15.0
 BG5047;SPC FL N     -   530,085.72  1,307,472.79   sFT  0.99995979   -1 03 15.0
 BG5047;UTM  16      - 3,367,706.586   538,626.115   MT  0.99961841   +0 12 13.7
 BG5047
 BG5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5047!SPC FL N     -   1.00000388  x   0.99995979  =   0.99996367
 BG5047!UTM  16      -   1.00000388  x   0.99961841  =   0.99962229
 BG5047
 BG5047|---------------------------------------------------------------------|
 BG5047| PID    Reference Object                     Distance      Geod. Az  |
 BG5047|                                                           dddmmss.s |
 BG5047| BG5046 P021                                368.231 METERS 30452     |
 BG5047|---------------------------------------------------------------------|
 BG5047
 BG5047                          SUPERSEDED SURVEY CONTROL
 BG5047
 BG5047  NAD 83(1990)-  30 26 27.09673(N)    086 35 51.80488(W) AD(       ) 1
 BG5047  ELLIP H (05/15/92)  -24.54   (m)                       GP(       ) 4 1
 BG5047
 BG5047.Superseded values are not recommended for survey control.
 BG5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5047.See file dsdata.txt to determine how the superseded data were derived.
 BG5047
 BG5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3862667707(NAD 83)
 BG5047_MARKER: DB = BENCH MARK DISK
 BG5047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5047_SP_SET: CONCRETE POST
 BG5047_STAMPING: 57 83 A11
 BG5047_MARK LOGO: FLDT  
 BG5047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG5047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5047+STABILITY: SURFACE MOTION
 BG5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5047+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 BG5047
 BG5047  HISTORY     - Date     Condition        Report By
 BG5047  HISTORY     - 1983     MONUMENTED       FLDT
 BG5047  HISTORY     - 19910201 GOOD             FL-091
 BG5047  HISTORY     - 19970308 GOOD             USPSQD
 BG5047  HISTORY     - 20020110 GOOD             FLDT
 BG5047  HISTORY     - 20031004 GOOD             USPSQD
 BG5047  HISTORY     - 20060111 GOOD             USPS
 BG5047
 BG5047                          STATION DESCRIPTION
 BG5047
 BG5047'DESCRIBED BY OKALOOSA COUNTY FLORIDA 1991
 BG5047'MONUMENT IS A FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT SET FOR
 BG5047'VERTICAL CONTROL.
 BG5047'STATION IS LOCATED IN THE CITY OF FORT WALTON BEACH AT THE
 BG5047'INTERSECTION OF STATE ROAD 85 AND STATE ROAD 20 IN SECTION 1, T 2 S,
 BG5047'R 24 W.
 BG5047'TO REACH FROM INTERSECTION OF SR 85 AND SR 188 (RACETRACK ROAD) GO
 BG5047'EAST ON 4TH AVE 50 FT (15.2 M) TO MONUMENT ON RIGHT. MONUMENT IS
 BG5047'LOCATED 0.7 FT (0.2 M) NORTH OF A CONCRETE RETIANING WALL AROUND A
 BG5047'PARKING AREA, 17.8 FT (5.4 M) SOUTH OF THE SOUTHERNMOST CORNER OF A
 BG5047'TRAFFIC SIGNAL POST, ADJACENT TO THE SIDEWALK, 0.1 FT (0.0 M) ABOVE
 BG5047'THE LEVEL OF THE SIDEWALK, AND 0.2 FT (0.1 M) WEST OF A METAL WITNESS
 BG5047'POST.
 BG5047
 BG5047                          STATION RECOVERY (1997)
 BG5047
 BG5047'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG5047'RECOVERED IN GOOD CONDITION.
 BG5047
 BG5047                          STATION RECOVERY (2002)
 BG5047
 BG5047'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2002 (HH)
 BG5047'RECOVERED AS DESCRIBED
 BG5047
 BG5047                          STATION RECOVERY (2003)
 BG5047
 BG5047'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG5047'BG5047
 BG5047
 BG5047                          STATION RECOVERY (2006)
 BG5047
 BG5047'RECOVERY NOTE BY US POSTAL SERVICE 2006 (JCH)
 BG5047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0127 ***********************************************************************
 BE0127  DESIGNATION -  57 WSM USGS
 BE0127  PID         -  BE0127
 BE0127  STATE/COUNTY-  FL/JACKSON
 BE0127  USGS QUAD   -  SILLS (1994)
 BE0127
 BE0127                         *CURRENT SURVEY CONTROL
 BE0127  ___________________________________________________________________
 BE0127* NAD 83(1986)-  30 59 33.     (N)    085 17 42.     (W)     SCALED    
 BE0127* NAVD 88     -        39.919  (meters)     130.97   (feet)  ADJUSTED  
 BE0127  ___________________________________________________________________
 BE0127  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BE0127  DYNAMIC HT  -          39.869 (meters)     130.80  (feet)  COMP
 BE0127  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 BE0127
 BE0127  VERT ORDER  -  SECOND    CLASS 0
 BE0127
 BE0127.The horizontal coordinates were scaled from a topographic map and have
 BE0127.an estimated accuracy of +/- 6 seconds.
 BE0127
 BE0127.The orthometric height was determined by differential leveling
 BE0127.and adjusted by the National Geodetic Survey in June 1991..
 BE0127
 BE0127.The geoid height was determined by GEOID03.
 BE0127
 BE0127.The dynamic height is computed by dividing the NAVD 88
 BE0127.geopotential number by the normal gravity value computed on the
 BE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0127.degrees latitude (g = 980.6199 gals.).
 BE0127
 BE0127.The modeled gravity was interpolated from observed gravity values.
 BE0127
 BE0127;                    North         East    Units  Estimated Accuracy
 BE0127;SPC FL N     -   221,140.      524,070.      MT  (+/- 180 meters Scaled)
 BE0127
 BE0127                          SUPERSEDED SURVEY CONTROL
 BE0127
 BE0127  NGVD 29 (??/??/92)   40.034  (m)          131.34   (f) ADJ UNCH    2 0
 BE0127
 BE0127.Superseded values are not recommended for survey control.
 BE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0127.See file dsdata.txt to determine how the superseded data were derived.
 BE0127
 BE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV627300(NAD 83)
 BE0127_MARKER: DD = SURVEY DISK
 BE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0127_STAMPING: 57 WSM 1948 131
 BE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0127+STABILITY: SURFACE MOTION
 BE0127
 BE0127  HISTORY     - Date     Condition        Report By
 BE0127  HISTORY     - 1948     MONUMENTED       USGS
 BE0127  HISTORY     - 1952     GOOD             NGS
 BE0127  HISTORY     - 20010331 GOOD             NGS
 BE0127  HISTORY     - 20010331 GOOD             NGS
 BE0127  HISTORY     - 20010331 GOOD             NGS
 BE0127  HISTORY     - 20010331 GOOD             NGS
 BE0127
 BE0127                          STATION DESCRIPTION
 BE0127
 BE0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0127'11 MI NW FROM MALONE.
 BE0127'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 BE0127'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 3.65 MILES NORTH
 BE0127'ALONG A GRADED ROAD, ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF
 BE0127'A ROAD EAST AND THE ALABAMA-FLORIDA STATE LINE, AT THE JUNCTION
 BE0127'OF A ROAD EAST, 44 FEET SOUTHEAST OF CENTER LINE OF ROAD, 37 FEET
 BE0127'NORTH OF CENTER LINE OF ROAD EAST, 28 FEET EAST OF SOUTHEAST
 BE0127'END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 15 FEET NORTH OF A
 BE0127'FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 4 FEET SOUTH OF A
 BE0127'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND
 BE0127'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0127
 BE0127                          STATION RECOVERY (2001)
 BE0127
 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0127
 BE0127                          STATION RECOVERY (2001)
 BE0127
 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0127
 BE0127                          STATION RECOVERY (2001)
 BE0127
 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0127
 BE0127                          STATION RECOVERY (2001)
 BE0127
 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0657 ***********************************************************************
 AC0657  DESIGNATION -  5.73
 AC0657  PID         -  AC0657
 AC0657  STATE/COUNTY-  FL/COLLIER
 AC0657  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0657
 AC0657                         *CURRENT SURVEY CONTROL
 AC0657  ___________________________________________________________________
 AC0657* NAD 83(1986)-  25 57 38.     (N)    081 31 00.     (W)     SCALED    
 AC0657* NAVD 88     -         1.393  (meters)       4.57   (feet)  ADJUSTED  
 AC0657  ___________________________________________________________________
 AC0657  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AC0657  DYNAMIC HT  -           1.391 (meters)       4.56  (feet)  COMP
 AC0657  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AC0657
 AC0657  VERT ORDER  -  FIRST     CLASS I
 AC0657
 AC0657.The horizontal coordinates were scaled from a topographic map and have
 AC0657.an estimated accuracy of +/- 6 seconds.
 AC0657
 AC0657.The orthometric height was determined by differential leveling
 AC0657.and adjusted by the National Geodetic Survey in June 1991..
 AC0657
 AC0657.The geoid height was determined by GEOID03.
 AC0657
 AC0657.The dynamic height is computed by dividing the NAVD 88
 AC0657.geopotential number by the normal gravity value computed on the
 AC0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0657.degrees latitude (g = 980.6199 gals.).
 AC0657
 AC0657.The modeled gravity was interpolated from observed gravity values.
 AC0657
 AC0657;                    North         East    Units  Estimated Accuracy
 AC0657;SPC FL E     -   180,350.      148,260.      MT  (+/- 180 meters Scaled)
 AC0657
 AC0657                          SUPERSEDED SURVEY CONTROL
 AC0657
 AC0657  NGVD 29 (??/??/92)    1.800  (m)            5.91   (f) ADJ UNCH    1 1
 AC0657
 AC0657.Superseded values are not recommended for survey control.
 AC0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0657.See file dsdata.txt to determine how the superseded data were derived.
 AC0657
 AC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ482714(NAD 83)
 AC0657_MARKER: DD = SURVEY DISK
 AC0657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0657_SP_SET: BRIDGE ABUTMENT
 AC0657_STAMPING: 5.73
 AC0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0657
 AC0657  HISTORY     - Date     Condition        Report By
 AC0657  HISTORY     - UNK      MONUMENTED       FLHD
 AC0657  HISTORY     - 1966     GOOD             NGS
 AC0657  HISTORY     - 1990     GOOD             USPSQD
 AC0657  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0657  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0657
 AC0657                          STATION DESCRIPTION
 AC0657
 AC0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0657'5.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0657'ABOUT 5.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0657'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0657'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 AC0657'HIGHWAY BRIDGE NO. 52 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE
 AC0657'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0657
 AC0657                          STATION RECOVERY (1990)
 AC0657
 AC0657'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0657'RECOVERED IN GOOD CONDITION.
 AC0657
 AC0657                          STATION RECOVERY (1992)
 AC0657
 AC0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0657'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0657'DESTROYED.
 AC0657
 AC0657                          STATION RECOVERY (1999)
 AC0657
 AC0657'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8366 ***********************************************************************
 DF8366  DESIGNATION -  57.4
 DF8366  PID         -  DF8366
 DF8366  STATE/COUNTY-  FL/OKEECHOBEE
 DF8366  USGS QUAD   -  BASINGER (1972)
 DF8366
 DF8366                         *CURRENT SURVEY CONTROL
 DF8366  ___________________________________________________________________
 DF8366* NAD 83(1986)-  27 22 34.     (N)    081 02 36.     (W)     SCALED    
 DF8366* NAVD 88     -         9.087  (meters)      29.81   (feet)  ADJUSTED  
 DF8366  ___________________________________________________________________
 DF8366  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DF8366  DYNAMIC HT  -           9.073 (meters)      29.77  (feet)  COMP
 DF8366  MODELED GRAV-     979,123.4   (mgal)                       NAVD 88
 DF8366
 DF8366  VERT ORDER  -  SECOND    CLASS I
 DF8366
 DF8366.The horizontal coordinates were scaled from a topographic map and have
 DF8366.an estimated accuracy of +/- 6 seconds.
 DF8366
 DF8366.The orthometric height was determined by differential leveling
 DF8366.and adjusted by the National Geodetic Survey in May 2004..
 DF8366
 DF8366.The geoid height was determined by GEOID03.
 DF8366
 DF8366.The dynamic height is computed by dividing the NAVD 88
 DF8366.geopotential number by the normal gravity value computed on the
 DF8366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8366.degrees latitude (g = 980.6199 gals.).
 DF8366
 DF8366.The modeled gravity was interpolated from observed gravity values.
 DF8366
 DF8366;                    North         East    Units  Estimated Accuracy
 DF8366;SPC FL E     -   337,080.      195,710.      MT  (+/- 180 meters Scaled)
 DF8366
 DF8366                          SUPERSEDED SURVEY CONTROL
 DF8366
 DF8366.No superseded survey control is available for this station.
 DF8366
 DF8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML957280(NAD 83)
 DF8366_MARKER: DD = SURVEY DISK
 DF8366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8366_STAMPING: 57.4-500Z LB262 GPS
 DF8366_MARK LOGO: GULFST
 DF8366_PROJECTION: RECESSED 5 CENTIMETERS
 DF8366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8366+STABILITY: SURFACE MOTION
 DF8366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8366+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2001
 DF8366
 DF8366  HISTORY     - Date     Condition        Report By
 DF8366  HISTORY     - 20011004 MONUMENTED       GULFST
 DF8366  HISTORY     - 20011004 GOOD             FLDEP
 DF8366
 DF8366                          STATION DESCRIPTION
 DF8366
 DF8366'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF8366'THE MARK IS ABOUT 18.5 MI NORTHWEST OF OKEECHOBEE, 14.8 MI SOUTHEAST
 DF8366'OF LORIDA, 1.0 MI
 DF8366'NORTHEAST OF KISSIMMEE RIVER, 0N U.S. HIGHWAY 98 AT THE JUNCTION OF
 DF8366'NORTHWEST 203
 DF8366'AVENUE, IN SECTION 5, TOWNSHIP 36 SOUTH, RANGE 33 EAST.
 DF8366' 
 DF8366'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT
 DF8366'STREET) AND U.S.
 DF8366'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON
 DF8366'U.S. HIGHWAY 98
 DF8366'(STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI TO THE JUNCTION OF U.S.
 DF8366'HIGHWAY 98 NORTH ON
 DF8366'THE RIGHT, TURN RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65
 DF8366'MI TO THE
 DF8366'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI
 DF8366'TO THE JUNCTION
 DF8366'OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S.
 DF8366'HIGHWAY 98 FOR
 DF8366'1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE (COUNTY ROAD 700-A)
 DF8366'ON THE RIGHT,
 DF8366'CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 2.7 MI TO THE MARK ON
 DF8366'THE LEFT, A 2-INCH
 DF8366'DISK ON A ROD CEMENTED IN A 6-INCH PVC PIPE RECESSED 0.2 FT BELOW THE
 DF8366'LEVEL OF THE
 DF8366'GROUND AND 6.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 98.
 DF8366' 
 DF8366'LOCATED 158.7 FT NORTHEAST OF SURVEY MARK KR 1617 1994 GPG JAX C/0,
 DF8366'46.0 FT EAST OF THE
 DF8366'CENTERLINE OF U.S. HIGHWAY 98, 3.5 FT WEST OF A BARBWIRE FENCE AND 2.4
 DF8366'FT WEST OF A
 DF8366'CARSONITE WITNESS POST.
 DF8366' 
 DF8366' 
 DF8366' 
 DF8366' 
 DF8366' 
 DF8366'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0650 ***********************************************************************
 AC0650  DESIGNATION -  5.79
 AC0650  PID         -  AC0650
 AC0650  STATE/COUNTY-  FL/COLLIER
 AC0650  USGS QUAD   -  WEAVERS STATION (1972)
 AC0650
 AC0650                         *CURRENT SURVEY CONTROL
 AC0650  ___________________________________________________________________
 AC0650* NAD 83(1986)-  25 56 56.     (N)    081 28 50.     (W)     SCALED    
 AC0650* NAVD 88     -         1.414  (meters)       4.64   (feet)  ADJUSTED  
 AC0650  ___________________________________________________________________
 AC0650  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0650  DYNAMIC HT  -           1.411 (meters)       4.63  (feet)  COMP
 AC0650  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AC0650
 AC0650  VERT ORDER  -  FIRST     CLASS I
 AC0650
 AC0650.The horizontal coordinates were scaled from a topographic map and have
 AC0650.an estimated accuracy of +/- 6 seconds.
 AC0650
 AC0650.The orthometric height was determined by differential leveling
 AC0650.and adjusted by the National Geodetic Survey in June 1991..
 AC0650
 AC0650.The geoid height was determined by GEOID03.
 AC0650
 AC0650.The dynamic height is computed by dividing the NAVD 88
 AC0650.geopotential number by the normal gravity value computed on the
 AC0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0650.degrees latitude (g = 980.6199 gals.).
 AC0650
 AC0650.The modeled gravity was interpolated from observed gravity values.
 AC0650
 AC0650;                    North         East    Units  Estimated Accuracy
 AC0650;SPC FL E     -   179,040.      151,870.      MT  (+/- 180 meters Scaled)
 AC0650
 AC0650                          SUPERSEDED SURVEY CONTROL
 AC0650
 AC0650  NGVD 29 (??/??/92)    1.824  (m)            5.98   (f) ADJ UNCH    1 1
 AC0650
 AC0650.Superseded values are not recommended for survey control.
 AC0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0650.See file dsdata.txt to determine how the superseded data were derived.
 AC0650
 AC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ518701(NAD 83)
 AC0650_MARKER: DD = SURVEY DISK
 AC0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0650_SP_SET: BRIDGE ABUTMENT
 AC0650_STAMPING: 5.79
 AC0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0650
 AC0650  HISTORY     - Date     Condition        Report By
 AC0650  HISTORY     - UNK      MONUMENTED       FLDT
 AC0650  HISTORY     - 1966     GOOD             NGS
 AC0650  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0650  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0650
 AC0650                          STATION DESCRIPTION
 AC0650
 AC0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0650'8.3 MI SE FROM ROYAL PALM HAMMOCK.
 AC0650'ABOUT 8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0650'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 7.8 MILES NORTHWEST
 AC0650'OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE
 AC0650'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0650'BRIDGE NO. 60 A, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0650'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0650
 AC0650                          STATION RECOVERY (1992)
 AC0650
 AC0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0650'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0650'DESTROYED.
 AC0650
 AC0650                          STATION RECOVERY (1999)
 AC0650
 AC0650'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7206 ***********************************************************************
 AK7206  DESIGNATION -  58
 AK7206  PID         -  AK7206
 AK7206  STATE/COUNTY-  FL/ORANGE
 AK7206  USGS QUAD   -  OVIEDO SW (1980)
 AK7206
 AK7206                         *CURRENT SURVEY CONTROL
 AK7206  ___________________________________________________________________
 AK7206* NAD 83(1986)-  28 34 06.     (N)    081 13 00.     (W)     SCALED    
 AK7206* NAVD 88     -        22.098  (meters)      72.50   (feet)  ADJUSTED  
 AK7206  ___________________________________________________________________
 AK7206  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AK7206  DYNAMIC HT  -          22.066 (meters)      72.39  (feet)  COMP
 AK7206  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 AK7206
 AK7206  VERT ORDER  -  SECOND    CLASS I
 AK7206
 AK7206.The horizontal coordinates were scaled from a topographic map and have
 AK7206.an estimated accuracy of +/- 6 seconds.
 AK7206
 AK7206.The orthometric height was determined by differential leveling
 AK7206.and adjusted by the National Geodetic Survey in December 1995..
 AK7206
 AK7206.The geoid height was determined by GEOID03.
 AK7206
 AK7206.The dynamic height is computed by dividing the NAVD 88
 AK7206.geopotential number by the normal gravity value computed on the
 AK7206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7206.degrees latitude (g = 980.6199 gals.).
 AK7206
 AK7206.The modeled gravity was interpolated from observed gravity values.
 AK7206
 AK7206;                    North         East    Units  Estimated Accuracy
 AK7206;SPC FL E     -   469,210.      178,800.      MT  (+/- 180 meters Scaled)
 AK7206
 AK7206                          SUPERSEDED SURVEY CONTROL
 AK7206
 AK7206.No superseded survey control is available for this station.
 AK7206
 AK7206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM788601(NAD 83)
 AK7206_MARKER: DD = SURVEY DISK
 AK7206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7206_SP_SET: SQUARE CONCRETE MONUMENT
 AK7206_STAMPING: B.M. 58 ELEV. 73.73
 AK7206_MARK LOGO: FLDT  
 AK7206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7206+STABILITY: SURFACE MOTION
 AK7206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7206+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AK7206
 AK7206  HISTORY     - Date     Condition        Report By
 AK7206  HISTORY     - UNK      MONUMENTED       FLDT
 AK7206  HISTORY     - 19900326 GOOD             FL-095
 AK7206  HISTORY     - 19970220 GOOD             FLDEP
 AK7206  HISTORY     - 19970923 MARK NOT FOUND   USPSQD
 AK7206
 AK7206                          STATION DESCRIPTION
 AK7206
 AK7206'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7206'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7206'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7206'OF SR 50, ABOUT 45 FT (13.7 M) EAST OF CENTER LINE OF ROUSE LAKE
 AK7206'ROAD, AND ABOUT 270 FT (82.3 M) WEST OF CENTER LINE OF ARMONE STREET.
 AK7206'T22S, R31E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE COUNTY
 AK7206'ENGINEERING DEPARTMENT.)
 AK7206
 AK7206                          STATION RECOVERY (1997)
 AK7206
 AK7206'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AK7206'THE MARK IS ABOUT 11.5 MI (18.5 KM) EAST OF ORLANDO, 5.8 MI (9.3 KM)
 AK7206'WEST OF BITHLO ON THE SOUTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN
 AK7206'SECTION 21, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM
 AK7206'THE POST OFFICE IN UNION PARK, AT THE INTERSECTION OF STATE ROAD 50
 AK7206'(COLONIAL DRIVE) AND ECONLACKHATCHEE TRAIL, GO EAST ON STATE ROAD 50
 AK7206'(COLONIAL DRIVE) FOR 2.25 MI (3.62 KM) TO THE MARK ON THE RIGHT, A
 AK7206'3-INCH ORANGE COUNTY BRASS DISK, SET IN THE TOP OF A 4-INCH SQUARE
 AK7206'PREFABRICATED CONCRETE POST FLUSH WITH GROUND AND LEVEL WITH STATE
 AK7206'ROAD 50. LOCATED 187.8 FT (57.2 M) WEST OF A FIRE HYDRANT, 157.0 FT
 AK7206'(47.9 M) EAST-SOUTHEAST OF THE NORTH END OF A UNION PARK MOTEL SIGN,
 AK7206'99.2 FT (30.2 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AK7206'STATE ROAD 50, 52.6 FT (16.0 M) EAST OF POWER POLE NUMBER 979044
 AK7206'(1450722063975) , 51.3 FT (15.6 M) WEST-NORTHWEST OF A CONCTRETE
 AK7206'RIGHT-OF-WAY MARKER AND 0.6 FT (18.3 CM) NORTH OF A METAL WITNESS
 AK7206'POST.
 AK7206
 AK7206                          STATION RECOVERY (1997)
 AK7206
 AK7206'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4968 ***********************************************************************
 BG4968  DESIGNATION -  58 91 GPS1
 BG4968  PID         -  BG4968
 BG4968  STATE/COUNTY-  FL/SANTA ROSA
 BG4968  USGS QUAD   -  NAVARRE (1994)
 BG4968
 BG4968                         *CURRENT SURVEY CONTROL
 BG4968  ___________________________________________________________________
 BG4968* NAD 83(1999)-  30 24 14.62827(N)    086 52 16.83692(W)     ADJUSTED  
 BG4968* NAVD 88     -         5.5    (meters)      18.     (feet)  GPS OBS   
 BG4968  ___________________________________________________________________
 BG4968  X           -     300,491.593 (meters)                     COMP
 BG4968  Y           -  -5,497,498.688 (meters)                     COMP
 BG4968  Z           -   3,209,075.172 (meters)                     COMP
 BG4968  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BG4968  ELLIP HEIGHT-         -21.67  (meters)          (06/19/01) GPS OBS
 BG4968  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4968
 BG4968  HORZ ORDER  -  FIRST
 BG4968  ELLP ORDER  -  FOURTH    CLASS I
 BG4968
 BG4968.The horizontal coordinates were established by GPS observations
 BG4968.and adjusted by the National Geodetic Survey in June 2001..
 BG4968
 BG4968.The orthometric height was determined by GPS observations and a
 BG4968.high-resolution geoid model.
 BG4968
 BG4968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4968
 BG4968.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4968
 BG4968.The ellipsoidal height was determined by GPS observations
 BG4968.and is referenced to NAD 83.
 BG4968
 BG4968.The geoid height was determined by GEOID03.
 BG4968
 BG4968;                    North         East     Units Scale Factor Converg.
 BG4968;SPC FL N     -   158,007.272   372,156.708   MT  0.99995694   -1 11 30.0
 BG4968;SPC FL N     -   518,395.52  1,220,984.13   sFT  0.99995694   -1 11 30.0
 BG4968;UTM  16      - 3,363,567.253   512,358.041   MT  0.99960188   +0 03 54.4
 BG4968
 BG4968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4968!SPC FL N     -   1.00000340  x   0.99995694  =   0.99996034
 BG4968!UTM  16      -   1.00000340  x   0.99960188  =   0.99960528
 BG4968
 BG4968:                Primary Azimuth Mark                     Grid Az
 BG4968:SPC FL N     -  58 91 GPS2                               009 49 51.1
 BG4968:UTM  16      -  58 91 GPS2                               008 34 26.7
 BG4968
 BG4968|---------------------------------------------------------------------|
 BG4968| PID    Reference Object                     Distance      Geod. Az  |
 BG4968|                                                           dddmmss.s |
 BG4968| BG4969 58 91 GPS2                          APPROX. 0.7 KM 0083821.1 |
 BG4968|---------------------------------------------------------------------|
 BG4968
 BG4968                          SUPERSEDED SURVEY CONTROL
 BG4968
 BG4968  ELLIP H (09/29/95)  -21.54   (m)                       GP(       ) 4 1
 BG4968  NAD 83(1990)-  30 24 14.62786(N)    086 52 16.83539(W) AD(       ) 1
 BG4968  NAD 83(1990)-  30 24 14.62768(N)    086 52 16.83527(W) AD(       ) 1
 BG4968
 BG4968.Superseded values are not recommended for survey control.
 BG4968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4968.See file dsdata.txt to determine how the superseded data were derived.
 BG4968
 BG4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1235863567(NAD 83)
 BG4968_MARKER: DD = SURVEY DISK
 BG4968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4968_SP_SET: CONCRETE POST
 BG4968_STAMPING: 58 91 GPS1
 BG4968_MARK LOGO: FLDT  
 BG4968_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4968+STABILITY: SURFACE MOTION
 BG4968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4968+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 BG4968
 BG4968  HISTORY     - Date     Condition        Report By
 BG4968  HISTORY     - 1991     MONUMENTED       FLDT
 BG4968  HISTORY     - 19950107 GOOD             BDE
 BG4968  HISTORY     - 20020507 POOR             USPSQD
 BG4968
 BG4968                          STATION DESCRIPTION
 BG4968
 BG4968'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4968'THE STATION IS LOCATED IN THE NORTH END OF THE WYE FORMED BY THE
 BG4968'INTERSECTION OF US HWY 98 AND STATE ROAD 87 IN NAVARRE, FLORIDA.
 BG4968'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BG4968'ROAD87 IN NAVARRE, GO NORTH 0.40 KM (0.25 MI) ALONG STATE ROAD 87, THE
 BG4968'STATION IS LOCATED IN THE ISLAND FORMED BY THE STATE ROAD 87 AND US
 BG4968'HWY 98 INTERSECTION.
 BG4968'THE STATION IS AT GROUND LEVEL. LOCATED 12.47 M (40.9 FT)
 BG4968'NORTHEASTERLY FROM A POWER POLE, 17.71 M (58.1 FT) NORTHWESTERLY FROM
 BG4968'A POWER POLE, 14.26 M (46.8 FT) NORTHWESTERLY OF CGS BENCH MARK NO.
 BG4968'TT 46 G, 12.31 M (40.4 FT) SOUTHEASTERLY OF THE CENTERLINE OF
 BG4968'PAVEMENTOF STATE ROAD 87, 22.55 M (74.0 FT) SOUTHWESTERLY OF THE
 BG4968'CENTERLINE OFPAVEMENT OF STATE ROAD 87, AND 5.88 M (19.3 FT) NORTH OF
 BG4968'A METAL      WITNESS POST.
 BG4968
 BG4968                          STATION RECOVERY (1995)
 BG4968
 BG4968'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 BG4968'RECOVERED AS DESCRIBED.
 BG4968
 BG4968                          STATION RECOVERY (2002)
 BG4968
 BG4968'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG4968'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4969 ***********************************************************************
 BG4969  DESIGNATION -  58 91 GPS2
 BG4969  PID         -  BG4969
 BG4969  STATE/COUNTY-  FL/SANTA ROSA
 BG4969  USGS QUAD   -  NAVARRE (1994)
 BG4969
 BG4969                         *CURRENT SURVEY CONTROL
 BG4969  ___________________________________________________________________
 BG4969* NAD 83(1999)-  30 24 35.83889(N)    086 52 13.11883(W)     ADJUSTED  
 BG4969* NAVD 88     -        10.1    (meters)      33.     (feet)  GPS OBS   
 BG4969  ___________________________________________________________________
 BG4969  X           -     300,572.856 (meters)                     COMP
 BG4969  Y           -  -5,497,167.108 (meters)                     COMP
 BG4969  Z           -   3,209,640.807 (meters)                     COMP
 BG4969  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BG4969  ELLIP HEIGHT-         -17.10  (meters)          (07/06/01) GPS OBS
 BG4969  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG4969
 BG4969  HORZ ORDER  -  FIRST
 BG4969  ELLP ORDER  -  FOURTH    CLASS II
 BG4969
 BG4969.The horizontal coordinates were established by GPS observations
 BG4969.and adjusted by the National Geodetic Survey in July 2001..
 BG4969
 BG4969.The orthometric height was determined by GPS observations and a
 BG4969.high-resolution geoid model.
 BG4969
 BG4969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4969
 BG4969.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4969
 BG4969.The ellipsoidal height was determined by GPS observations
 BG4969.and is referenced to NAD 83.
 BG4969
 BG4969.The geoid height was determined by GEOID03.
 BG4969
 BG4969;                    North         East     Units Scale Factor Converg.
 BG4969;SPC FL N     -   158,658.205   372,269.505   MT  0.99995737   -1 11 28.1
 BG4969;SPC FL N     -   520,531.13  1,221,354.20   sFT  0.99995737   -1 11 28.1
 BG4969;UTM  16      - 3,364,220.271   512,456.499   MT  0.99960191   +0 03 56.3
 BG4969
 BG4969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4969!SPC FL N     -   1.00000269  x   0.99995737  =   0.99996006
 BG4969!UTM  16      -   1.00000269  x   0.99960191  =   0.99960459
 BG4969
 BG4969:                Primary Azimuth Mark                     Grid Az
 BG4969:SPC FL N     -  58 91 GPS1                               189 49 51.1
 BG4969:UTM  16      -  58 91 GPS1                               188 34 26.7
 BG4969
 BG4969|---------------------------------------------------------------------|
 BG4969| PID    Reference Object                     Distance      Geod. Az  |
 BG4969|                                                           dddmmss.s |
 BG4969| BG4968 58 91 GPS1                          APPROX. 0.7 KM 1883823.0 |
 BG4969|---------------------------------------------------------------------|
 BG4969
 BG4969                          SUPERSEDED SURVEY CONTROL
 BG4969
 BG4969  NAD 83(1990)-  30 24 35.83845(N)    086 52 13.11731(W) AD(       ) 1
 BG4969  NAD 83(1990)-  30 24 35.83827(N)    086 52 13.11718(W) AD(       ) 1
 BG4969
 BG4969.Superseded values are not recommended for survey control.
 BG4969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4969.See file dsdata.txt to determine how the superseded data were derived.
 BG4969
 BG4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1245664220(NAD 83)
 BG4969_MARKER: DD = SURVEY DISK
 BG4969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4969_SP_SET: CONCRETE POST
 BG4969_STAMPING: 58 91 GPS2
 BG4969_MARK LOGO: FLDT  
 BG4969_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4969+STABILITY: SURFACE MOTION
 BG4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4969+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG4969
 BG4969  HISTORY     - Date     Condition        Report By
 BG4969  HISTORY     - 1991     MONUMENTED       FLDT
 BG4969  HISTORY     - 19961102 POOR             USPSQD
 BG4969
 BG4969                          STATION DESCRIPTION
 BG4969
 BG4969'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4969'THE STATION IS LOCATED 1.05 KM (0.65 MI) NORTH OF NAVARRE ON THE WEST
 BG4969'SIDE OF STATE ROAD 87 IN FRONT OF THE NAVARRE LUMBER AND SUPPLY CO.
 BG4969'BLDG.
 BG4969'THE REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BG4969'ROAD 87, GO NORTH 1.05 KM (0.65 MI) ALONG STATE ROAD 87 TO THE
 BG4969'STATIONON THE LEFT.
 BG4969'THE STATION IS AT GROUND LEVEL. LOCATED 12.5 M (41.0 FT) SOUTHERLY
 BG4969'FROM A UTILITY POLE, 11.67 M (38.3 FT) SOUTHEASTERLY FROM A CHAIN
 BG4969'LINKFENCE CORNER, 29.38 M (96.4 FT) EASTERLY OF THE SOUTHEAST CORNER
 BG4969'OF   THE NAVARRE LUMBER AND SUPPLY COMPANY BLDG., 19.39 M (63.6 FT)
 BG4969'NORTH  OF THE CENTERLINE OF PAVED ROADWAY, AND 8.20 M (26.9 FT) WEST
 BG4969'OF THE  CENTERLINE OF PAVEMENT OF STATE ROAD 87.
 BG4969
 BG4969                          STATION RECOVERY (1996)
 BG4969
 BG4969'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4969'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4970 ***********************************************************************
 BG4970  DESIGNATION -  58 91 GPS3
 BG4970  PID         -  BG4970
 BG4970  STATE/COUNTY-  FL/SANTA ROSA
 BG4970  USGS QUAD   -  HOLLEY (1992)
 BG4970
 BG4970                         *CURRENT SURVEY CONTROL
 BG4970  ___________________________________________________________________
 BG4970* NAD 83(1999)-  30 27 28.52637(N)    086 54 35.37839(W)     ADJUSTED  
 BG4970* NAVD 88     -         7.9    (meters)      26.     (feet)  GPS OBS   
 BG4970  ___________________________________________________________________
 BG4970  X           -     296,636.105 (meters)                     COMP
 BG4970  Y           -  -5,494,681.351 (meters)                     COMP
 BG4970  Z           -   3,214,224.719 (meters)                     COMP
 BG4970  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BG4970  ELLIP HEIGHT-         -19.39  (meters)          (06/19/01) GPS OBS
 BG4970  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4970
 BG4970  HORZ ORDER  -  FIRST
 BG4970  ELLP ORDER  -  FOURTH    CLASS I
 BG4970
 BG4970.The horizontal coordinates were established by GPS observations
 BG4970.and adjusted by the National Geodetic Survey in June 2001..
 BG4970
 BG4970.The orthometric height was determined by GPS observations and a
 BG4970.high-resolution geoid model.
 BG4970
 BG4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4970
 BG4970.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4970
 BG4970.The ellipsoidal height was determined by GPS observations
 BG4970.and is referenced to NAD 83.
 BG4970
 BG4970.The geoid height was determined by GEOID03.
 BG4970
 BG4970;                    North         East     Units Scale Factor Converg.
 BG4970;SPC FL N     -   164,054.192   368,585.849   MT  0.99996125   -1 12 39.6
 BG4970;SPC FL N     -   538,234.46  1,209,268.74   sFT  0.99996125   -1 12 39.6
 BG4970;UTM  16      - 3,369,532.265   508,656.741   MT  0.99960092   +0 02 44.6
 BG4970
 BG4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4970!SPC FL N     -   1.00000305  x   0.99996125  =   0.99996429
 BG4970!UTM  16      -   1.00000305  x   0.99960092  =   0.99960396
 BG4970
 BG4970                          SUPERSEDED SURVEY CONTROL
 BG4970
 BG4970  ELLIP H (09/29/95)  -19.16   (m)                       GP(       ) 4 1
 BG4970  NAD 83(1990)-  30 27 28.52496(N)    086 54 35.37626(W) AD(       ) 1
 BG4970  NAD 83(1990)-  30 27 28.52444(N)    086 54 35.37511(W) AD(       ) 1
 BG4970
 BG4970.Superseded values are not recommended for survey control.
 BG4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4970.See file dsdata.txt to determine how the superseded data were derived.
 BG4970
 BG4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0865769532(NAD 83)
 BG4970_MARKER: DD = SURVEY DISK
 BG4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4970_SP_SET: CONCRETE POST
 BG4970_STAMPING: 58 91 GPS3
 BG4970_MARK LOGO: FLDT  
 BG4970_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4970+STABILITY: SURFACE MOTION
 BG4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4970+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1995
 BG4970
 BG4970  HISTORY     - Date     Condition        Report By
 BG4970  HISTORY     - 1991     MONUMENTED       FLDT
 BG4970  HISTORY     - 19950111 GOOD             BDE
 BG4970
 BG4970                          STATION DESCRIPTION
 BG4970
 BG4970'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4970'THE STATION IS LOCATED 9.40 KM (5.85 MI) NORTH OF NAVARRE ON THE WEST
 BG4970'SIDE OF STATE ROAD 87 IN FRONT OF SNAKES FEED AND SEED.
 BG4970'THE REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BG4970'ROAD 87, GO NORTH 3.54 KM (2.20 MI) ALONG STATE ROAD 87 TO THE COUNTY
 BG4970'ROAD 399 CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO 5.84 KM (3.65 MI)
 BG4970'TO STATION ON THE LEFT.
 BG4970'THE STATION IS AT GROUND LEVEL. LOCATED 29.32 M (96.2 FT)
 BG4970'NORTHEASTERLY FROM A ONE STORY MASONRY BLDG., 21.73 M (71.3 FT)
 BG4970'EASTERLY OF THE NORTHEAST CORNER OF ONE STORY MASONRY BLDG. (SNAKES
 BG4970'FEED AND SEED), 7.01 M (23.0 FT) SOUTHEASTERLY FROM A 6 INCH METAL
 BG4970'POST FOR SIGN, 7.1 M (23.3 FT) WESTERLY OF THE CENTERLINE OF PAVEMENT
 BG4970'OF STATE RAOD 87, AND 1.61 M (5.3 FT) SOUTHEASTERLY OF A METAL
 BG4970'WITNESS POST.
 BG4970
 BG4970                          STATION RECOVERY (1995)
 BG4970
 BG4970'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG4970'THE STATION IS LOCATED 5.0 MI (8.0 KM) NORTHWEST OF NAVARRE, 10.0 MI
 BG4970'(16.1 KM) SOUTHEAST OF MILTON IN THE WEST RIGHT-OF-WAY OF STATE ROAD
 BG4970'87.
 BG4970' 
 BG4970'TO REACH THE STATION FROM THE INTERSECTION STATE ROAD 87 AND COUNTY
 BG4970'ROAD 399 (EAST BAY BOULEVARD) , GO NORTH ON STATE ROAD 87 FOR 3.7 MI
 BG4970'(6.0 KM) TO THE STATION ON THE LEFT.
 BG4970' 
 BG4970'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISK
 BG4970'STAMPED ---58 91 GPS3--- SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT
 BG4970'IS FLUSH WITH THE GROUND.  IT IS 23.5 FT (7.2 M) WEST OF THE CENTER OF
 BG4970'STATE ROAD 87 AND 260 FT (79.2 M) NORTH OF THE CENTER OF BROXON ROAD.
 BG4970' 
 BG4970'REFERENCES--
 BG4970' 
 BG4970'NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE NORTH SIDE OF A
 BG4970'12-INCH PINE TREE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4970'AZIMUTH OF 120 DEGREES AT 71.09 FT.
 BG4970' 
 BG4970'(21.67 M) NORTH EAST CORNER OF A ONE STORY CONCRETE BLOCK BUILDING ON
 BG4970'A MAGNETIC AZIMUTH OF 220 DEGREES AT 96.04 FT.
 BG4970' 
 BG4970'(29.27 M) NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE EAST SIDE
 BG4970'OF A POWER POLE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4970'AZIMUTH OF 350 DEGREES AT 86.38 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4971 ***********************************************************************
 BG4971  DESIGNATION -  58 91 GPS4
 BG4971  PID         -  BG4971
 BG4971  STATE/COUNTY-  FL/SANTA ROSA
 BG4971  USGS QUAD   -  WARD BASIN (1994)
 BG4971
 BG4971                         *CURRENT SURVEY CONTROL
 BG4971  ___________________________________________________________________
 BG4971* NAD 83(1999)-  30 33 03.84220(N)    086 54 06.60004(W)     ADJUSTED  
 BG4971* NAVD 88     -        40.8    (meters)     134.     (feet)  GPS OBS   
 BG4971  ___________________________________________________________________
 BG4971  X           -     297,120.974 (meters)                     COMP
 BG4971  Y           -  -5,489,434.379 (meters)                     COMP
 BG4971  Z           -   3,223,138.158 (meters)                     COMP
 BG4971  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BG4971  ELLIP HEIGHT-          13.53  (meters)          (06/19/01) GPS OBS
 BG4971  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG4971
 BG4971  HORZ ORDER  -  FIRST
 BG4971  ELLP ORDER  -  FOURTH    CLASS I
 BG4971
 BG4971.The horizontal coordinates were established by GPS observations
 BG4971.and adjusted by the National Geodetic Survey in June 2001..
 BG4971
 BG4971.The orthometric height was determined by GPS observations and a
 BG4971.high-resolution geoid model.
 BG4971
 BG4971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4971
 BG4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4971
 BG4971.The ellipsoidal height was determined by GPS observations
 BG4971.and is referenced to NAD 83.
 BG4971
 BG4971.The geoid height was determined by GEOID03.
 BG4971
 BG4971;                    North         East     Units Scale Factor Converg.
 BG4971;SPC FL N     -   174,361.306   369,570.894   MT  0.99997079   -1 12 25.1
 BG4971;SPC FL N     -   572,050.38  1,212,500.51   sFT  0.99997079   -1 12 25.1
 BG4971;UTM  16      - 3,379,854.739   509,415.202   MT  0.99960109   +0 02 59.6
 BG4971
 BG4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4971!SPC FL N     -   0.99999788  x   0.99997079  =   0.99996867
 BG4971!UTM  16      -   0.99999788  x   0.99960109  =   0.99959897
 BG4971
 BG4971                          SUPERSEDED SURVEY CONTROL
 BG4971
 BG4971  ELLIP H (09/29/95)   13.73   (m)                       GP(       ) 4 1
 BG4971  NAD 83(1990)-  30 33 03.84221(N)    086 54 06.59876(W) AD(       ) 1
 BG4971  NAD 83(1990)-  30 33 03.84148(N)    086 54 06.59720(W) AD(       ) 1
 BG4971
 BG4971.Superseded values are not recommended for survey control.
 BG4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4971.See file dsdata.txt to determine how the superseded data were derived.
 BG4971
 BG4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0941579855(NAD 83)
 BG4971_MARKER: DD = SURVEY DISK
 BG4971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4971_SP_SET: CONCRETE POST
 BG4971_STAMPING: 58 91 GPS4
 BG4971_MARK LOGO: FLDT  
 BG4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4971+STABILITY: SURFACE MOTION
 BG4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4971+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 BG4971
 BG4971  HISTORY     - Date     Condition        Report By
 BG4971  HISTORY     - 1991     MONUMENTED       FLDT
 BG4971  HISTORY     - 19950112 GOOD             BDE
 BG4971
 BG4971                          STATION DESCRIPTION
 BG4971
 BG4971'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4971'THE STATION IS LOCATED APPROX. 14.48 KM (9.00 MI) SOUTHEAST OF
 BG4971'MILTON,FLORIDA, ON THE EASTERLY SIDE OF STATE ROAD 87, JUST SOUTH OF
 BG4971'GRADED  ROAD NO. 211.
 BG4971'THE REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BG4971'STATEROAD 87, GO SOUTH 3.30 KM (2.05 MI) ALONG STATE ROAD 87 TO THE
 BG4971'COUNTY ROAD 184 CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO SOUTH 6.36
 BG4971'KM (3.95MI) TO STATION ON THE LEFT.
 BG4971'THE STATION IS RECESSED .3 M (1.0 FT) BELOW GROUND. LOCATED 23.01 M
 BG4971'(75.5 FT) SOUTHWESTERLY OF A 12 INCH PINE TREE, 7.3 M (24.0 FT)
 BG4971'SOUTHERLY OF THE CENTER OF A GRADED DIRT ROAD NO. 211, 12.5 M
 BG4971'(41.0 FT) EASTERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 87,
 BG4971'4.57 M (15.0 FT) WESTERLY OF A METAL WITNESS POST.
 BG4971
 BG4971                          STATION RECOVERY (1995)
 BG4971
 BG4971'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG4971'THE STATION IS LOCATED 10.5 MI (16.9 KM) NORTH OF NAVARRE AND 10.0 MI
 BG4971'(16.1 KM) SOUTHEAST OF MILTON IN THE EAST RIGHT-OF-WAY OF STATE ROAD
 BG4971'87.
 BG4971' 
 BG4971'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE I-10 AND
 BG4971'STATE ROAD 87, GO SOUTH ON STATE ROAD 87 FOR 6.0 MI (9.7 KM) TO THE
 BG4971'STATION ON THE LEFT.
 BG4971' 
 BG4971'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISK
 BG4971'STAMPED ---58 91 GPS4--- SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT
 BG4971'IS 12-INCHES BELOW GROUND LEVEL.  IT IS 41.0 FT (12.5 M) EASTERLY OF
 BG4971'THE CENTER OF STATE ROAD 87, 24.0 FT (7.3 M) SOUTHERLY OF THE CENTER
 BG4971'OF DIRT ROAD 211 AND 15.0 FT (4.6 M) WEST OF A METAL WITNESS POST.
 BG4971' 
 BG4971'REFERENCES--
 BG4971' 
 BG4971'NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE NORTH SIDE OF A
 BG4971'14-INCH PINE TREE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4971'AZIMUTH OF 60 DEGREES AT 75.11 FT.
 BG4971' 
 BG4971'(22.89 M) NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE EAST SIDE
 BG4971'OF A 7-INCH PINE TREE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A
 BG4971'MAGNETIC AZIMUTH OF 170 DEGREES AT 102.18 FT.
 BG4971' 
 BG4971'(31.14 M) NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE SOUTH
 BG4971'SIDE OF A POWER POLE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4971'AZIMUTH OF 270 DEGREES AT 96.50 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4972 ***********************************************************************
 BG4972  DESIGNATION -  58 91 GPS5
 BG4972  PID         -  BG4972
 BG4972  STATE/COUNTY-  FL/SANTA ROSA
 BG4972  USGS QUAD   -  WARD BASIN (1994)
 BG4972
 BG4972                         *CURRENT SURVEY CONTROL
 BG4972  ___________________________________________________________________
 BG4972* NAD 83(1999)-  30 36 44.54841(N)    086 57 28.36660(W)     ADJUSTED  
 BG4972* NAVD 88     -        42.3    (meters)     139.     (feet)  GPS OBS   
 BG4972  ___________________________________________________________________
 BG4972  X           -     291,567.667 (meters)                     COMP
 BG4972  Y           -  -5,486,270.605 (meters)                     COMP
 BG4972  Z           -   3,228,990.199 (meters)                     COMP
 BG4972  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BG4972  ELLIP HEIGHT-          15.00  (meters)          (06/19/01) GPS OBS
 BG4972  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4972
 BG4972  HORZ ORDER  -  FIRST
 BG4972  ELLP ORDER  -  FOURTH    CLASS I
 BG4972
 BG4972.The horizontal coordinates were established by GPS observations
 BG4972.and adjusted by the National Geodetic Survey in June 2001..
 BG4972
 BG4972.The orthometric height was determined by GPS observations and a
 BG4972.high-resolution geoid model.
 BG4972
 BG4972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4972
 BG4972.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4972
 BG4972.The ellipsoidal height was determined by GPS observations
 BG4972.and is referenced to NAD 83.
 BG4972
 BG4972.The geoid height was determined by GEOID03.
 BG4972
 BG4972;                    North         East     Units Scale Factor Converg.
 BG4972;SPC FL N     -   181,270.813   364,341.207   MT  0.99997850   -1 14 06.5
 BG4972;SPC FL N     -   594,719.33  1,195,342.78   sFT  0.99997850   -1 14 06.5
 BG4972;UTM  16      - 3,386,645.342   504,037.241   MT  0.99960020   +0 01 17.2
 BG4972
 BG4972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4972!SPC FL N     -   0.99999764  x   0.99997850  =   0.99997614
 BG4972!UTM  16      -   0.99999764  x   0.99960020  =   0.99959785
 BG4972
 BG4972:                Primary Azimuth Mark                     Grid Az
 BG4972:SPC FL N     -  58 91 GPS6                               322 41 43.8
 BG4972:UTM  16      -  58 91 GPS6                               321 26 20.1
 BG4972
 BG4972|---------------------------------------------------------------------|
 BG4972| PID    Reference Object                     Distance      Geod. Az  |
 BG4972|                                                           dddmmss.s |
 BG4972| BG4973 58 91 GPS6                          APPROX. 0.7 KM 3212737.3 |
 BG4972|---------------------------------------------------------------------|
 BG4972
 BG4972                          SUPERSEDED SURVEY CONTROL
 BG4972
 BG4972  ELLIP H (09/29/95)   15.19   (m)                       GP(       ) 4 1
 BG4972  NAD 83(1990)-  30 36 44.54828(N)    086 57 28.36549(W) AD(       ) 1
 BG4972  NAD 83(1990)-  30 36 44.54818(N)    086 57 28.36541(W) AD(       ) 1
 BG4972
 BG4972.Superseded values are not recommended for survey control.
 BG4972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4972.See file dsdata.txt to determine how the superseded data were derived.
 BG4972
 BG4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0403786645(NAD 83)
 BG4972_MARKER: DD = SURVEY DISK
 BG4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4972_SP_SET: CONCRETE POST
 BG4972_STAMPING: 58 91 GPS5
 BG4972_MARK LOGO: FLDT  
 BG4972_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4972+STABILITY: SURFACE MOTION
 BG4972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4972+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 BG4972
 BG4972  HISTORY     - Date     Condition        Report By
 BG4972  HISTORY     - 1991     MONUMENTED       FLDT
 BG4972  HISTORY     - 19950107 GOOD             BDE
 BG4972
 BG4972                          STATION DESCRIPTION
 BG4972
 BG4972'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4972'THE STATION IS LOCATED APPROX. 4.8 KM (3.00 MI) SOUTHEAST OF
 BG4972'MILTON,FLORIDA, ON THE WESTERLY SIDE OF STATE ROAD 87, IN FRONT OF THE
 BG4972'CLUCKERSMOTEL.
 BG4972'THE REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BG4972'STATEROAD 87, GO SOUTH 0.88 KM (0.55 MI) ALONG STATE ROAD TO THE
 BG4972'STATION ONTHE RIGHT.
 BG4972'THE STATION IS RECESSED .3 M (1.0 FT) BELOW GROUND. LOCATED 30.8 M
 BG4972'(101.0 FT) NORTHERLY OF A WOODEN UTILITY POLE NO. 22686-59506, 32.92 M
 BG4972'(108.0 FT) EASTERLY OF THE NORTHEAST CORNER OF THE CLUCKERS MOTEL
 BG4972'OFFICE BUILDING, 5.18 M (17.0 FT) SOUTHWESTERLY OF THE CENTERLINE OF
 BG4972'STATE ROAD 87, AND 31.82 M (104.4 FT) SOUTHERLY OF A LIGHT POLE.
 BG4972
 BG4972                          STATION RECOVERY (1995)
 BG4972
 BG4972'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 BG4972'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4973 ***********************************************************************
 BG4973  DESIGNATION -  58 91 GPS6
 BG4973  PID         -  BG4973
 BG4973  STATE/COUNTY-  FL/SANTA ROSA
 BG4973  USGS QUAD   -  WARD BASIN (1994)
 BG4973
 BG4973                         *CURRENT SURVEY CONTROL
 BG4973  ___________________________________________________________________
 BG4973* NAD 83(1999)-  30 37 01.63542(N)    086 57 44.10410(W)     ADJUSTED  
 BG4973* NAVD 88     -        43.7    (meters)     143.     (feet)  GPS OBS   
 BG4973  ___________________________________________________________________
 BG4973  X           -     291,134.938 (meters)                     COMP
 BG4973  Y           -  -5,486,026.406 (meters)                     COMP
 BG4973  Z           -   3,229,443.745 (meters)                     COMP
 BG4973  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 BG4973  ELLIP HEIGHT-          16.36  (meters)          (07/06/01) GPS OBS
 BG4973  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG4973
 BG4973  HORZ ORDER  -  FIRST
 BG4973  ELLP ORDER  -  FOURTH    CLASS II
 BG4973
 BG4973.The horizontal coordinates were established by GPS observations
 BG4973.and adjusted by the National Geodetic Survey in July 2001..
 BG4973
 BG4973.The orthometric height was determined by GPS observations and a
 BG4973.high-resolution geoid model.
 BG4973
 BG4973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4973
 BG4973.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4973
 BG4973.The ellipsoidal height was determined by GPS observations
 BG4973.and is referenced to NAD 83.
 BG4973
 BG4973.The geoid height was determined by GEOID03.
 BG4973
 BG4973;                    North         East     Units Scale Factor Converg.
 BG4973;SPC FL N     -   181,805.921   363,933.497   MT  0.99997915   -1 14 14.4
 BG4973;SPC FL N     -   596,474.93  1,194,005.15   sFT  0.99997915   -1 14 14.4
 BG4973;UTM  16      - 3,387,171.182   503,618.053   MT  0.99960016   +0 01 09.2
 BG4973
 BG4973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4973!SPC FL N     -   0.99999743  x   0.99997915  =   0.99997658
 BG4973!UTM  16      -   0.99999743  x   0.99960016  =   0.99959759
 BG4973
 BG4973:                Primary Azimuth Mark                     Grid Az
 BG4973:SPC FL N     -  58 91 GPS5                               142 41 43.7
 BG4973:UTM  16      -  58 91 GPS5                               141 26 20.1
 BG4973
 BG4973|---------------------------------------------------------------------|
 BG4973| PID    Reference Object                     Distance      Geod. Az  |
 BG4973|                                                           dddmmss.s |
 BG4973| BG4972 58 91 GPS5                          APPROX. 0.7 KM 1412729.3 |
 BG4973|---------------------------------------------------------------------|
 BG4973
 BG4973                          SUPERSEDED SURVEY CONTROL
 BG4973
 BG4973  NAD 83(1990)-  30 37 01.63527(N)    086 57 44.10294(W) AD(       ) 1
 BG4973  NAD 83(1990)-  30 37 01.63516(N)    086 57 44.10286(W) AD(       ) 1
 BG4973
 BG4973.Superseded values are not recommended for survey control.
 BG4973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4973.See file dsdata.txt to determine how the superseded data were derived.
 BG4973
 BG4973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0361887171(NAD 83)
 BG4973_MARKER: DD = SURVEY DISK
 BG4973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4973_SP_SET: CONCRETE POST
 BG4973_STAMPING: 58 91 GPS6
 BG4973_MARK LOGO: FLDT  
 BG4973_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4973+STABILITY: SURFACE MOTION
 BG4973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4973+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG4973
 BG4973  HISTORY     - Date     Condition        Report By
 BG4973  HISTORY     - 1991     MONUMENTED       FLDT
 BG4973
 BG4973                          STATION DESCRIPTION
 BG4973
 BG4973'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4973'THE STATION IS LOCATED APPROX. 4.42 KM (2.75 MI) SOUTHEAST OF MILTON,
 BG4973'FLORIDA, ON THE WESTERLY SIDE OF STATE ROAD 87, IN FRONT OF A CHEVRON
 BG4973'STATION.
 BG4973'THE REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BG4973'STATEROAD 87, GO SOUTH 0.24 KM (0.15 MI) ALONG STATE ROAD TO THE
 BG4973'STATION ONTHE RIGHT.
 BG4973'THE STATION IS RECESSED .3 M (1.0 FT) BELOW GROUND. LOCATED 13.44 M
 BG4973'(44.1 FT) SOUTHWESTERLY OF THE SOUTHERLY END OF A CONCRETE ISLAND IN
 BG4973'STATE ROAD 87, 43.04 M (141.2 FT) SOUTHEASTERLY OF A WOODEN UTILITY
 BG4973'POLE NO. B690, 7.5 M (24.6 FT) NORTHERLY OF THE EAST END OF A
 BG4973'CONCRETEHEADWALL, 11.43 M (37.5 FT) SOUTHWESTERLY OF THE CENTERLINE OF
 BG4973'STATE  ROAD 87, AND 7.5 M (24.6 FT) NORTHERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7609 ***********************************************************************
 AA7609  DESIGNATION -  59 77 A01
 AA7609  PID         -  AA7609
 AA7609  STATE/COUNTY-  FL/WAKULLA
 AA7609  USGS QUAD   -  CRAWFORDVILLE EAST (1972)
 AA7609
 AA7609                         *CURRENT SURVEY CONTROL
 AA7609  ___________________________________________________________________
 AA7609* NAD 83(1986)-  30 12 48.     (N)    084 15 43.     (W)     SCALED    
 AA7609* NAVD 88     -         4.576  (meters)      15.01   (feet)  ADJUSTED  
 AA7609  ___________________________________________________________________
 AA7609  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AA7609  DYNAMIC HT  -           4.570 (meters)      14.99  (feet)  COMP
 AA7609  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 AA7609
 AA7609  VERT ORDER  -  SECOND    CLASS I
 AA7609
 AA7609.The horizontal coordinates were scaled from a topographic map and have
 AA7609.an estimated accuracy of +/- 6 seconds.
 AA7609
 AA7609.The orthometric height was determined by differential leveling
 AA7609.and adjusted by the National Geodetic Survey in December 1996..
 AA7609
 AA7609.The geoid height was determined by GEOID03.
 AA7609
 AA7609.The dynamic height is computed by dividing the NAVD 88
 AA7609.geopotential number by the normal gravity value computed on the
 AA7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7609.degrees latitude (g = 980.6199 gals.).
 AA7609
 AA7609.The modeled gravity was interpolated from observed gravity values.
 AA7609
 AA7609;                    North         East    Units  Estimated Accuracy
 AA7609;SPC FL N     -   134,520.      622,920.      MT  (+/- 180 meters Scaled)
 AA7609
 AA7609                          SUPERSEDED SURVEY CONTROL
 AA7609
 AA7609.No superseded survey control is available for this station.
 AA7609
 AA7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU635455(NAD 83)
 AA7609_MARKER: DB = BENCH MARK DISK
 AA7609_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7609_SP_SET: BRIDGE RAIL
 AA7609_STAMPING: 59 77 A01
 AA7609_MARK LOGO: FLDT  
 AA7609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7609
 AA7609  HISTORY     - Date     Condition        Report By
 AA7609  HISTORY     - 1977     MONUMENTED       FLDT
 AA7609  HISTORY     - 19900801 GOOD             FLDNR
 AA7609
 AA7609                          STATION DESCRIPTION
 AA7609
 AA7609'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7609'THE BENCH MARK IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHEAST OF
 AA7609'CRAWFORDVILLE, 2.3 MI (3.7 KM) SOUTHWEST OF WAKLULLA STATION IN
 AA7609'WAKULLA COUNTY. TO REACH THE BENCH MARK FROM THE INTERSECTION OF STATE
 AA7609'ROAD 267 AND STATE ROAD 365 IN WAKULLA STATION GO SOUTHWEST ON STATE
 AA7609'ROAD 365 FOR 2.25 MI (3.62 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AA7609'OF THE CONCRETE BRIDGE RAILING OF THE STATE ROAD 365 BRIDGE OVER THE
 AA7609'WAKULLA RIVER, 23.8 FT (7.3 M) SOUTHEAST OF THE CENTERLINE OF STATE
 AA7609'ROAD 365, 9.7 FT (3.0 M) NORTH OF THE WEST END OF THE CAT WALK RAIL 67
 AA7609'FT (20.4 M) NORTHEAST OF THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7610 ***********************************************************************
 AA7610  DESIGNATION -  59 77 A02
 AA7610  PID         -  AA7610
 AA7610  STATE/COUNTY-  FL/WAKULLA
 AA7610  USGS QUAD   -  CRAWFORDVILLE EAST (1972)
 AA7610
 AA7610                         *CURRENT SURVEY CONTROL
 AA7610  ___________________________________________________________________
 AA7610* NAD 83(1986)-  30 12 50.     (N)    084 15 40.     (W)     SCALED    
 AA7610* NAVD 88     -         3.454  (meters)      11.33   (feet)  ADJUSTED  
 AA7610  ___________________________________________________________________
 AA7610  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AA7610  DYNAMIC HT  -           3.450 (meters)      11.32  (feet)  COMP
 AA7610  MODELED GRAV-     979,331.4   (mgal)                       NAVD 88
 AA7610
 AA7610  VERT ORDER  -  SECOND    CLASS I
 AA7610
 AA7610.The horizontal coordinates were scaled from a topographic map and have
 AA7610.an estimated accuracy of +/- 6 seconds.
 AA7610
 AA7610.The orthometric height was determined by differential leveling
 AA7610.and adjusted by the National Geodetic Survey in December 1996..
 AA7610
 AA7610.The geoid height was determined by GEOID03.
 AA7610
 AA7610.The dynamic height is computed by dividing the NAVD 88
 AA7610.geopotential number by the normal gravity value computed on the
 AA7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7610.degrees latitude (g = 980.6199 gals.).
 AA7610
 AA7610.The modeled gravity was interpolated from observed gravity values.
 AA7610
 AA7610;                    North         East    Units  Estimated Accuracy
 AA7610;SPC FL N     -   134,580.      623,000.      MT  (+/- 180 meters Scaled)
 AA7610
 AA7610                          SUPERSEDED SURVEY CONTROL
 AA7610
 AA7610.No superseded survey control is available for this station.
 AA7610
 AA7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU636456(NAD 83)
 AA7610_MARKER: DB = BENCH MARK DISK
 AA7610_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7610_SP_SET: BRIDGE RAIL
 AA7610_STAMPING: 59 77 A02
 AA7610_MARK LOGO: FLDT  
 AA7610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7610
 AA7610  HISTORY     - Date     Condition        Report By
 AA7610  HISTORY     - 1977     MONUMENTED       FLDT
 AA7610  HISTORY     - 19900801 GOOD             FLDNR
 AA7610
 AA7610                          STATION DESCRIPTION
 AA7610
 AA7610'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7610'THE BENCH MARK IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHEAST OF
 AA7610'CRAWFORDVILLE, 2.3 MI (3.7 KM) SOUTHWEST OF WAKLULLA STATION IN
 AA7610'WAKULLA COUNTY. TO REACH THE BENCH MARK FROM THE INTERSECTION OF STATE
 AA7610'ROAD 267 AND STATE ROAD 365 IN WAKULLA STATION GO SOUTHWEST ON STATE
 AA7610'ROAD 365 FOR 2.25 MI (3.62 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AA7610'OF THE CONCRETE BRIDGE RAILING OF THE STATE ROAD 365 BRIDGE OVER THE
 AA7610'WAKULLA RIVER, 23.1 FT (7.0 M) NORTHWEST OF THE CENTERLINE OF STATE
 AA7610'ROAD 365, 67 FT (20.4 M) SOUTHWEST OF THE NORTHWEST END OF A GUARD
 AA7610'RAIL, 5.3 FT (1.6 M) SOUTHEAST OF THE CATWALK SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9867 ***********************************************************************
 AC9867  DESIGNATION -  59 JAS
 AC9867  PID         -  AC9867
 AC9867  STATE/COUNTY-  FL/MARION
 AC9867  USGS QUAD   -  HALFMOON LAKE (1993)
 AC9867
 AC9867                         *CURRENT SURVEY CONTROL
 AC9867  ___________________________________________________________________
 AC9867* NAD 83(1986)-  29 10 34.     (N)    081 50 11.     (W)     SCALED    
 AC9867* NAVD 88     -        16.514  (meters)      54.18   (feet)  ADJUSTED  
 AC9867  ___________________________________________________________________
 AC9867  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AC9867  DYNAMIC HT  -          16.491 (meters)      54.10  (feet)  COMP
 AC9867  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 AC9867
 AC9867  VERT ORDER  -  SECOND    CLASS I
 AC9867
 AC9867.The horizontal coordinates were scaled from a topographic map and have
 AC9867.an estimated accuracy of +/- 6 seconds.
 AC9867
 AC9867.The orthometric height was determined by differential leveling
 AC9867.and adjusted by the National Geodetic Survey in September 1997..
 AC9867
 AC9867.The geoid height was determined by GEOID03.
 AC9867
 AC9867.The dynamic height is computed by dividing the NAVD 88
 AC9867.geopotential number by the normal gravity value computed on the
 AC9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9867.degrees latitude (g = 980.6199 gals.).
 AC9867
 AC9867.The modeled gravity was interpolated from observed gravity values.
 AC9867
 AC9867;                    North         East    Units  Estimated Accuracy
 AC9867;SPC FL W     -   536,560.      215,910.      MT  (+/- 180 meters Scaled)
 AC9867
 AC9867                          SUPERSEDED SURVEY CONTROL
 AC9867
 AC9867.No superseded survey control is available for this station.
 AC9867
 AC9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN186277(NAD 83)
 AC9867_MARKER: DB = BENCH MARK DISK
 AC9867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9867_SP_SET: HEADWALL
 AC9867_STAMPING: 59 JAS 1966 55
 AC9867_MARK LOGO: USGS  
 AC9867_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9867+STABILITY: SURFACE MOTION
 AC9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9867+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 AC9867
 AC9867  HISTORY     - Date     Condition        Report By
 AC9867  HISTORY     - 1966     MONUMENTED       USGS
 AC9867  HISTORY     - 19960815 GOOD             FLDEP
 AC9867  HISTORY     - 20030601 GOOD             FLDEP
 AC9867
 AC9867                          STATION DESCRIPTION
 AC9867
 AC9867'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9867'THE MARK IS ABOUT 18.6 MI (29.9 KM) WEST OF ASTOR, 3.2 MI (5.1 KM)
 AC9867'EAST OF LYNNE IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AC9867'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9867'CORNER, GO EAST ON STATE ROAD 40 FOR 3.35 MI (5.39 KM) TO THE MARK ON
 AC9867'THE RIGHT, SET IN THE TOP OF THE NORTHEAST END OF THE CONCRETE CULVERT
 AC9867'HEADWALL ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 40, 30.2
 AC9867'FT (9.2 M) NORTHEAST OF THE EAST END OF A WHITE EAST-WEST 3-RAIL
 AC9867'WOODEN FENCE, 27.7 FT (8.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AC9867'STATE ROAD 40, 18.7 FT (5.7 M) EAST OF THE WEST END OF THE CULVERT
 AC9867'HEADWALL, 3.4 FT (1.0 M) EAST-NORTHEAST OF A METAL WITNESS POST AND
 AC9867'0.5 FT (15.2 CM) WEST OF THE EAST END OF THE CULVERT HEADWALL.
 AC9867
 AC9867                          STATION RECOVERY (2003)
 AC9867
 AC9867'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0643 ***********************************************************************
 AC0643  DESIGNATION -  5.90
 AC0643  PID         -  AC0643
 AC0643  STATE/COUNTY-  FL/COLLIER
 AC0643  USGS QUAD   -  WEAVERS STATION (1972)
 AC0643
 AC0643                         *CURRENT SURVEY CONTROL
 AC0643  ___________________________________________________________________
 AC0643* NAD 83(1986)-  25 55 44.     (N)    081 26 05.     (W)     SCALED    
 AC0643* NAVD 88     -         1.409  (meters)       4.62   (feet)  ADJUSTED  
 AC0643  ___________________________________________________________________
 AC0643  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AC0643  DYNAMIC HT  -           1.406 (meters)       4.61  (feet)  COMP
 AC0643  MODELED GRAV-     979,026.3   (mgal)                       NAVD 88
 AC0643
 AC0643  VERT ORDER  -  FIRST     CLASS I
 AC0643
 AC0643.The horizontal coordinates were scaled from a topographic map and have
 AC0643.an estimated accuracy of +/- 6 seconds.
 AC0643
 AC0643.The orthometric height was determined by differential leveling
 AC0643.and adjusted by the National Geodetic Survey in June 1991..
 AC0643
 AC0643.The geoid height was determined by GEOID03.
 AC0643
 AC0643.The dynamic height is computed by dividing the NAVD 88
 AC0643.geopotential number by the normal gravity value computed on the
 AC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0643.degrees latitude (g = 980.6199 gals.).
 AC0643
 AC0643.The modeled gravity was interpolated from observed gravity values.
 AC0643
 AC0643;                    North         East    Units  Estimated Accuracy
 AC0643;SPC FL E     -   176,810.      156,450.      MT  (+/- 180 meters Scaled)
 AC0643
 AC0643                          SUPERSEDED SURVEY CONTROL
 AC0643
 AC0643  NGVD 29 (??/??/92)    1.822  (m)            5.98   (f) ADJ UNCH    1 1
 AC0643
 AC0643.Superseded values are not recommended for survey control.
 AC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0643.See file dsdata.txt to determine how the superseded data were derived.
 AC0643
 AC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ564678(NAD 83)
 AC0643_MARKER: DD = SURVEY DISK
 AC0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0643_SP_SET: BRIDGE ABUTMENT
 AC0643_STAMPING: 5.90
 AC0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0643
 AC0643  HISTORY     - Date     Condition        Report By
 AC0643  HISTORY     - UNK      MONUMENTED       FLDT
 AC0643  HISTORY     - 1966     GOOD             NGS
 AC0643  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0643  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0643
 AC0643                          STATION DESCRIPTION
 AC0643
 AC0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0643'8.8 MI NW FROM OCHOPEE.
 AC0643'ABOUT 8.8 MIELS WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0643'POST OFFICE AT OCHOPEE, ABOUT 4.6 MILES NORTHWEST OF THE
 AC0643'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0643'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0643'67 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0643'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0643
 AC0643                          STATION RECOVERY (1992)
 AC0643
 AC0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0643'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0643'DESTROYED.
 AC0643
 AC0643                          STATION RECOVERY (1999)
 AC0643
 AC0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3233 ***********************************************************************
 AC3233  DESIGNATION -  5.90 RESET
 AC3233  PID         -  AC3233
 AC3233  STATE/COUNTY-  FL/COLLIER
 AC3233  USGS QUAD   -  WEAVERS STATION (1972)
 AC3233
 AC3233                         *CURRENT SURVEY CONTROL
 AC3233  ___________________________________________________________________
 AC3233* NAD 83(1986)-  25 55 44.6    (N)    081 26 05.6    (W)     HD_HELD2  
 AC3233* NAVD 88     -         1.978  (meters)       6.49   (feet)  ADJUSTED  
 AC3233  ___________________________________________________________________
 AC3233  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AC3233  DYNAMIC HT  -           1.975 (meters)       6.48  (feet)  COMP
 AC3233  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AC3233
 AC3233  VERT ORDER  -  FIRST     CLASS II
 AC3233
 AC3233.The horizontal coordinates were established by autonomous hand held GPS
 AC3233.observations and have an estimated accuracy of +/- 10 meters.
 AC3233
 AC3233.The orthometric height was determined by differential leveling
 AC3233.and adjusted by the National Geodetic Survey in September 1992..
 AC3233
 AC3233.The geoid height was determined by GEOID03.
 AC3233
 AC3233.The dynamic height is computed by dividing the NAVD 88
 AC3233.geopotential number by the normal gravity value computed on the
 AC3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3233.degrees latitude (g = 980.6199 gals.).
 AC3233
 AC3233.The modeled gravity was interpolated from observed gravity values.
 AC3233
 AC3233;                    North         East    Units  Estimated Accuracy
 AC3233;SPC FL E     -   176,828.      156,436.      MT  (+/- 10 meters HH2 GPS)
 AC3233
 AC3233                          SUPERSEDED SURVEY CONTROL
 AC3233
 AC3233  NGVD 29 (09/01/92)    2.392  (m)            7.85   (f) ADJUSTED    1 2
 AC3233
 AC3233.Superseded values are not recommended for survey control.
 AC3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3233.See file dsdata.txt to determine how the superseded data were derived.
 AC3233
 AC3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5645167899(NAD 83)
 AC3233_MARKER: DD = SURVEY DISK
 AC3233_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3233_SP_SET: BRIDGE GUARDRAIL
 AC3233_STAMPING: 5.90 RESET 1977
 AC3233_MARK LOGO: FLDT  
 AC3233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3233+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC3233
 AC3233  HISTORY     - Date     Condition        Report By
 AC3233  HISTORY     - 1977     MONUMENTED       NGS
 AC3233  HISTORY     - 1990     GOOD             USPSQD
 AC3233  HISTORY     - 19920226 GOOD             NGS
 AC3233  HISTORY     - 19991231 GOOD             USPSQD
 AC3233  HISTORY     - 20010714 GOOD             LDBLS
 AC3233  HISTORY     - 2002     GOOD             MAPTEC
 AC3233
 AC3233                          STATION DESCRIPTION
 AC3233
 AC3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3233'4.7 MI WNW FROM CARNESTOWN.
 AC3233'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3233'4.7 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3233'WITH STATE HIGHWAY 29 IN CARNESTOWN, 152.5 FEET SOUTHEAST OF A
 AC3233'POWERLINE POLE ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF THE CENTER
 AC3233'OF U.S. HIGHWAY 41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3233'DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 67 ON THE
 AC3233'CONCRETE SAFETY RAILING.
 AC3233
 AC3233                          STATION RECOVERY (1990)
 AC3233
 AC3233'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3233'RECOVERED IN GOOD CONDITION.
 AC3233
 AC3233                          STATION RECOVERY (1992)
 AC3233
 AC3233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3233'43.2 KM (26.85 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3233'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3233'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3233'OF BRIDGE NUMBER 030067, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF
 AC3233'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3233'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3233
 AC3233                          STATION RECOVERY (1999)
 AC3233
 AC3233'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3233'RECOVERED IN GOOD CONDITION.
 AC3233
 AC3233                          STATION RECOVERY (2001)
 AC3233
 AC3233'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC3233'THE MARK IS ABOUT 42.7 KM (26.55 MI) SOUTHEAST OF NAPLES, ABOUT 7.4 KM
 AC3233'(4.59
 AC3233'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND STATE ROAD
 AC3233'29, IN
 AC3233'SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST, CARNESTOWN, COLLIER
 AC3233'COUNTY,
 AC3233'FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF TRANSPORTATION.
 AC3233' 
 AC3233'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3233'COUNTY
 AC3233'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC3233'KM (6.9
 AC3233'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3233'SOUTHEAST ON
 AC3233'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC3233'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 18.0 KM (11.16 MI) TO THE
 AC3233'SOUTHEAST END
 AC3233'OF BRIDGE NUMBER 030067 AND THE MARK ON THE RIGHT.
 AC3233' 
 AC3233'THE MARK IS 0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AC3233'CONCRETE
 AC3233'GUARDRAIL, 0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT (BETWEEN
 AC3233'BRIDGE AND
 AC3233'ABUTMENT), AND 4.91 M (16.1 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3233'HIGHWAY 41.
 AC3233'THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL,
 AC3233'ABOUT 0.79
 AC3233'M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3233' 
 AC3233' 
 AC3233'
 AC3233
 AC3233                          STATION RECOVERY (2002)
 AC3233
 AC3233'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3233'THE MARK IS ABOUT 42.7 KM (26.55 MI) SOUTHEAST OF NAPLES, ABOUT 7.4 KM
 AC3233'(4.59
 AC3233'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND STATE ROAD
 AC3233'29, IN
 AC3233'SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST, CARNESTOWN, COLLIER
 AC3233'COUNTY,
 AC3233'FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF TRANSPORTATION.
 AC3233' 
 AC3233'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3233'COUNTY
 AC3233'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC3233'KM (6.9
 AC3233'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3233'SOUTHEAST ON
 AC3233'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC3233'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 18.0 KM (11.16 MI) TO THE
 AC3233'SOUTHEAST END
 AC3233'OF BRIDGE NUMBER 030067 AND THE MARK ON THE RIGHT.
 AC3233' 
 AC3233'THE MARK IS 0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AC3233'CONCRETE
 AC3233'GUARDRAIL, 0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT (BETWEEN
 AC3233'BRIDGE AND
 AC3233'ABUTMENT), AND 4.91 M (16.1 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3233'HIGHWAY 41.
 AC3233'THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL,
 AC3233'ABOUT 0.79
 AC3233'M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3233' 
 AC3233' 
 AC3233'STATION RECOVERY (2002)
 AC3233'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC3233'RECOVERED AS DESCRIBED.
 AC3233' 
 AC3233'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3162 ***********************************************************************
 AC3162  DESIGNATION -  5.90 RESET 1976
 AC3162  PID         -  AC3162
 AC3162  STATE/COUNTY-  FL/COLLIER
 AC3162  USGS QUAD   -  WEAVERS STATION (1972)
 AC3162
 AC3162                         *CURRENT SURVEY CONTROL
 AC3162  ___________________________________________________________________
 AC3162* NAD 83(1986)-  25 55 31.     (N)    081 25 32.     (W)     SCALED    
 AC3162* NAVD 88     -         1.16   (+/-2cm)       3.8    (feet)  VERTCON   
 AC3162  ___________________________________________________________________
 AC3162  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AC3162
 AC3162  VERT ORDER  -  THIRD (See Below)
 AC3162
 AC3162.The horizontal coordinates were scaled from a topographic map and have
 AC3162.an estimated accuracy of +/- 6 seconds.
 AC3162
 AC3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3162.The vertical order pertains to the NGVD 29 superseded value.
 AC3162
 AC3162.The geoid height was determined by GEOID03.
 AC3162
 AC3162;                    North         East    Units  Estimated Accuracy
 AC3162;SPC FL E     -   176,410.      157,370.      MT  (+/- 180 meters Scaled)
 AC3162
 AC3162                          SUPERSEDED SURVEY CONTROL
 AC3162
 AC3162  NGVD 29 (08/19/04)    1.58   (m)            5.2    (f) RESET       3  
 AC3162
 AC3162.Superseded values are not recommended for survey control.
 AC3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3162.See file dsdata.txt to determine how the superseded data were derived.
 AC3162
 AC3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ573674(NAD 83)
 AC3162_MARKER: DB = BENCH MARK DISK
 AC3162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3162_SP_SET: BRIDGE
 AC3162_STAMPING: 5.90 RESET 1976
 AC3162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3162
 AC3162  HISTORY     - Date     Condition        Report By
 AC3162  HISTORY     - 1976     MONUMENTED       NGS
 AC3162  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC3162
 AC3162                          STATION DESCRIPTION
 AC3162
 AC3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3162'4.7 MI NW FROM CARNESTOWN.
 AC3162'ABOUT 9.25 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC3162'THE STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN
 AC3162'OCHOPEE), OR 4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS
 AC3162'JUNCTION WITH STATE HIGHWAY 29 IN CARNESTOWN, 10.6 FEET SOUTHWEST
 AC3162'OF THE CENTER LINE OF U.S. HIGHWAY 41, AND A DISK SET FLUSH IN
 AC3162'THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE FLOOR OF BRIDGE
 AC3162'NUMBERED 67.
 AC3162
 AC3162                          STATION RECOVERY (1999)
 AC3162
 AC3162'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2097 ***********************************************************************
 BG2097  DESIGNATION -  5.915 USE
 BG2097  PID         -  BG2097
 BG2097  STATE/COUNTY-  FL/ESCAMBIA
 BG2097  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2097
 BG2097                         *CURRENT SURVEY CONTROL
 BG2097  ___________________________________________________________________
 BG2097* NAD 83(1986)-  30 23 18.     (N)    086 32 18.     (W)     SCALED    
 BG2097* NAVD 88     -         3.310  (meters)      10.86   (feet)  ADJUSTED  
 BG2097  ___________________________________________________________________
 BG2097  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG2097  DYNAMIC HT  -           3.306 (meters)      10.85  (feet)  COMP
 BG2097  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BG2097
 BG2097  VERT ORDER  -  FIRST     CLASS II
 BG2097
 BG2097.The horizontal coordinates were scaled from a topographic map and have
 BG2097.an estimated accuracy of +/- 6 seconds.
 BG2097
 BG2097.The orthometric height was determined by differential leveling
 BG2097.and adjusted by the National Geodetic Survey in June 1991..
 BG2097
 BG2097.The geoid height was determined by GEOID03.
 BG2097
 BG2097.The dynamic height is computed by dividing the NAVD 88
 BG2097.geopotential number by the normal gravity value computed on the
 BG2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2097.degrees latitude (g = 980.6199 gals.).
 BG2097
 BG2097.The modeled gravity was interpolated from observed gravity values.
 BG2097
 BG2097;                    North         East    Units  Estimated Accuracy
 BG2097;SPC FL N     -   155,650.      404,120.      MT  (+/- 180 meters Scaled)
 BG2097
 BG2097                          SUPERSEDED SURVEY CONTROL
 BG2097
 BG2097  NGVD 29 (??/??/92)    3.43   (m)           11.3    (f) COMPUTED    1 2
 BG2097
 BG2097.Superseded values are not recommended for survey control.
 BG2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2097.See file dsdata.txt to determine how the superseded data were derived.
 BG2097
 BG2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU443619(NAD 83)
 BG2097_MARKER: DD = SURVEY DISK
 BG2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2097_STAMPING: 5.915 CL 1956
 BG2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2097+STABILITY: SURFACE MOTION
 BG2097
 BG2097  HISTORY     - Date     Condition        Report By
 BG2097  HISTORY     - 1956     MONUMENTED       DOD
 BG2097  HISTORY     - 1957     GOOD             NGS
 BG2097
 BG2097                          STATION DESCRIPTION
 BG2097
 BG2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG2097'2.2 MI W FROM DESTIN.
 BG2097'2.2 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE EPISCOPAL CHURCH
 BG2097'AT DESTIN, ABOUT 0.1 MILE SOUTH OF HIGHWAY, 227 FEET EAST OF
 BG2097'CENTER LINE OF BLACK TOP ENTRANCE ROAD TO MILITARY RADAR STATION,
 BG2097'178 FEET EAST OF SOUTHEAST CORNER OF CONCRETE BLOCK BUILDING,
 BG2097'123 FEET WEST OF SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK
 BG2097'BUILDING, 46 FEET WEST-SOUTHWEST OF POWER POLE, 127 FEET
 BG2097'EAST-NORTHEAST OF NORTHEAST CORNER OF FENCE AROUND MILITARY
 BG2097'INSTALLATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG2097'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH7018 ***********************************************************************
 DH7018  DESIGNATION -  5A
 DH7018  PID         -  DH7018
 DH7018  STATE/COUNTY-  FL/SUMTER
 DH7018  USGS QUAD   -  WEBSTER (1958)
 DH7018
 DH7018                         *CURRENT SURVEY CONTROL
 DH7018  ___________________________________________________________________
 DH7018* NAD 83(1986)-  28 32 14.     (N)    082 05 26.     (W)     SCALED    
 DH7018* NAVD 88     -        24.806  (meters)      81.38   (feet)  ADJUSTED  
 DH7018  ___________________________________________________________________
 DH7018  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DH7018  DYNAMIC HT  -          24.770 (meters)      81.27  (feet)  COMP
 DH7018  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 DH7018
 DH7018  VERT ORDER  -  FIRST     CLASS II
 DH7018
 DH7018.The horizontal coordinates were scaled from a topographic map and have
 DH7018.an estimated accuracy of +/- 6 seconds.
 DH7018
 DH7018.The orthometric height was determined by differential leveling
 DH7018.and adjusted by the National Geodetic Survey in January 2006..
 DH7018
 DH7018.Photographs are available for this station.
 DH7018
 DH7018.The geoid height was determined by GEOID03.
 DH7018
 DH7018.The dynamic height is computed by dividing the NAVD 88
 DH7018.geopotential number by the normal gravity value computed on the
 DH7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7018.degrees latitude (g = 980.6199 gals.).
 DH7018
 DH7018.The modeled gravity was interpolated from observed gravity values.
 DH7018
 DH7018;                    North         East    Units  Estimated Accuracy
 DH7018;SPC FL W     -   465,750.      191,140.      MT  (+/- 180 meters Scaled)
 DH7018
 DH7018                          SUPERSEDED SURVEY CONTROL
 DH7018
 DH7018.No superseded survey control is available for this station.
 DH7018
 DH7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM933572(NAD 83)
 DH7018_MARKER: DD = SURVEY DISK
 DH7018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH7018_SP_SET: CONCRETE CULVERT HEADWALL
 DH7018_STAMPING: 5A 82.23
 DH7018_MARK LOGO: FLSRD 
 DH7018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7018+STABILITY: SURFACE MOTION
 DH7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7018+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH7018
 DH7018  HISTORY     - Date     Condition        Report By
 DH7018  HISTORY     - UNK      MONUMENTED       FLSRD
 DH7018  HISTORY     - 20040401 GOOD             FLDEP
 DH7018
 DH7018                          STATION DESCRIPTION
 DH7018
 DH7018'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DH7018'THE MARK IS ABOUT 2.5 MI SOUTHWEST OF TARRYTOWN, IN SECTION 27,
 DH7018'TOWNSHIP 22 SOUTH,  RANGE 22 EAST.
 DH7018' 
 DH7018'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DH7018'ROAD 471 IN  TARRYTOWN, GO WEST ON STATE ROAD 50 FOR 3.1 MI TO THE
 DH7018'MARK ON THE LEFT, SET FLUSH IN THE  TOP OF A CONCRETE CULVERT ABOUT
 DH7018'0.5 FT BELOW THE LEVEL OF STATE ROAD 50.
 DH7018' 
 DH7018'LOCATED 22.2 FT EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 50,
 DH7018'17.5 FT  EAST-SOUTHEAST OF A CARSONITE WITNESS POST, 6.3 FT SOUTH OF
 DH7018'THE NORTHERNMOST OF TWO  CONCRETE HEADWALL CONTROL JOINTS AND 0.8 FT
 DH7018'EAST OF A METAL GUARDRAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6733 ***********************************************************************
 DE6733  DESIGNATION -  5N
 DE6733  PID         -  DE6733
 DE6733  STATE/COUNTY-  FL/VOLUSIA
 DE6733  USGS QUAD   -  PIERSON (1977)
 DE6733
 DE6733                         *CURRENT SURVEY CONTROL
 DE6733  ___________________________________________________________________
 DE6733* NAD 83(1986)-  29 12 07.     (N)    081 22 39.     (W)     SCALED    
 DE6733* NAVD 88     -         6.696  (meters)      21.97   (feet)  ADJUSTED  
 DE6733  ___________________________________________________________________
 DE6733  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DE6733  DYNAMIC HT  -           6.687 (meters)      21.94  (feet)  COMP
 DE6733  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 DE6733
 DE6733  VERT ORDER  -  SECOND    CLASS I
 DE6733
 DE6733.The horizontal coordinates were scaled from a topographic map and have
 DE6733.an estimated accuracy of +/- 6 seconds.
 DE6733
 DE6733.The orthometric height was determined by differential leveling
 DE6733.and adjusted by the National Geodetic Survey in May 2004..
 DE6733
 DE6733.The geoid height was determined by GEOID03.
 DE6733
 DE6733.The dynamic height is computed by dividing the NAVD 88
 DE6733.geopotential number by the normal gravity value computed on the
 DE6733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6733.degrees latitude (g = 980.6199 gals.).
 DE6733
 DE6733.The modeled gravity was interpolated from observed gravity values.
 DE6733
 DE6733;                    North         East    Units  Estimated Accuracy
 DE6733;SPC FL E     -   539,470.      163,290.      MT  (+/- 180 meters Scaled)
 DE6733
 DE6733                          SUPERSEDED SURVEY CONTROL
 DE6733
 DE6733.No superseded survey control is available for this station.
 DE6733
 DE6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN633304(NAD 83)
 DE6733_MARKER: DD = SURVEY DISK
 DE6733_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6733_STAMPING: 5N 1962
 DE6733_MARK LOGO: DI    
 DE6733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6733+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1999
 DE6733
 DE6733  HISTORY     - Date     Condition        Report By
 DE6733  HISTORY     - 1962     MONUMENTED       DI
 DE6733  HISTORY     - 19990127 GOOD             FLDEP
 DE6733  HISTORY     - 20060110 GOOD             USPSQD
 DE6733
 DE6733                          STATION DESCRIPTION
 DE6733
 DE6733'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6733'THE MARK IS ABOUT 19.9 MI (32.0 KM) SOUTHWEST OF ORMOND BEACH, 2.9 MI
 DE6733'(4.7 KM) NORTHEAST OF BARBERVILLE ON STATE ROAD 40 IN SECTION 15,
 DE6733'TOWNSHIP 15 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 DE6733'INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 40 IN BARBERVILLE, GO
 DE6733'EASTERLY ON STATE ROAD 40 FOR 2.85 MI (4.59 KM) TO THE JUNCTION OF
 DE6733'STILL ROAD (A DIRT ROAD LEADING NORTH) ON THE LEFT AND THE MARK ON THE
 DE6733'LEFT, SET IN THE TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM)
 DE6733'PREFABRICATED CONCRETE POST PROJECTING 0.4 FT (12.2 CM) ABOVE THE
 DE6733'LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE ROAD 40. LOCATED 69.4
 DE6733'FT (21.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD 40, 35.0
 DE6733'FT (10.7 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DE6733'ROAD LEADING NORTH, 12.3 FT (3.7 M) SOUTH OF POWER POLE NUMBER
 DE6733'793967F110 WITH 3 GUY WIRES ATTACHED AND 1.6 FT (0.5 M) SOUTHEAST OF A
 DE6733'METAL WITNESS POST.
 DE6733
 DE6733                          STATION RECOVERY (2006)
 DE6733
 DE6733'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2231 ***********************************************************************
 AC2231  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2231  DESIGNATION -  6
 AC2231  PID         -  AC2231
 AC2231  STATE/COUNTY-  FL/MIAMI-DADE
 AC2231  USGS QUAD   -  MIAMI (1994)
 AC2231
 AC2231                         *CURRENT SURVEY CONTROL
 AC2231  ___________________________________________________________________
 AC2231* NAD 83(1999)-  25 45 57.07042(N)    080 08 04.17350(W)     ADJUSTED  
 AC2231* NAVD 88     -         1.407  (meters)       4.62   (feet)  ADJUSTED  
 AC2231  ___________________________________________________________________
 AC2231  X           -     984,775.116 (meters)                     COMP
 AC2231  Y           -  -5,662,632.314 (meters)                     COMP
 AC2231  Z           -   2,755,713.267 (meters)                     COMP
 AC2231  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 AC2231  ELLIP HEIGHT-         -24.27  (meters)          (06/11/02) GPS OBS
 AC2231  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AC2231  DYNAMIC HT  -           1.405 (meters)       4.61  (feet)  COMP
 AC2231  MODELED GRAV-     979,027.2   (mgal)                       NAVD 88
 AC2231
 AC2231  HORZ ORDER  -  SECOND
 AC2231  VERT ORDER  -  FIRST     CLASS II
 AC2231  ELLP ORDER  -  FOURTH    CLASS I
 AC2231
 AC2231.The horizontal coordinates were established by classical geodetic methods
 AC2231.and adjusted by the National Geodetic Survey in June 2002..
 AC2231
 AC2231.The orthometric height was determined by differential leveling
 AC2231.and adjusted by the National Geodetic Survey in June 1991..
 AC2231.WARNING-Repeat measurements at this control monument indicate possible
 AC2231.vertical movement.
 AC2231
 AC2231.This Tidal Bench Mark is designated as VM 5785
 AC2231.by the Center for Operational Oceanographic Products and Services.
 AC2231
 AC2231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC2231
 AC2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC2231
 AC2231.The ellipsoidal height was determined by GPS observations
 AC2231.and is referenced to NAD 83.
 AC2231
 AC2231.The geoid height was determined by GEOID03.
 AC2231
 AC2231.The dynamic height is computed by dividing the NAVD 88
 AC2231.geopotential number by the normal gravity value computed on the
 AC2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2231.degrees latitude (g = 980.6199 gals.).
 AC2231
 AC2231.The modeled gravity was interpolated from observed gravity values.
 AC2231
 AC2231;                    North         East     Units Scale Factor Converg.
 AC2231;SPC FL E     -   158,961.171   286,820.637   MT  1.00003422   +0 22 34.5
 AC2231;SPC FL E     -   521,525.11    941,010.71   sFT  1.00003422   +0 22 34.5
 AC2231;UTM  17      - 2,850,038.916   586,791.014   MT  0.99969301   +0 22 34.5
 AC2231
 AC2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC2231!SPC FL E     -   1.00000381  x   1.00003422  =   1.00003803
 AC2231!UTM  17      -   1.00000381  x   0.99969301  =   0.99969682
 AC2231
 AC2231                          SUPERSEDED SURVEY CONTROL
 AC2231
 AC2231  NAD 83(1990)-  25 45 57.06919(N)    080 08 04.17310(W) AD(       ) 2
 AC2231  ELLIP H (05/01/91)  -24.28   (m)                       GP(       ) 4 1
 AC2231  NAD 83(1986)-  25 45 57.07275(N)    080 08 04.17567(W) AD(       ) 2
 AC2231  NAD 27      -  25 45 55.71588(N)    080 08 05.00761(W) AD(       ) 2
 AC2231  NGVD 29 (09/01/92)    1.881  (m)            6.17   (f) ADJUSTED    1 2
 AC2231
 AC2231.Superseded values are not recommended for survey control.
 AC2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2231.See file dsdata.txt to determine how the superseded data were derived.
 AC2231
 AC2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8679150039(NAD 83)
 AC2231_MARKER: DD = SURVEY DISK
 AC2231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC2231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AC2231_STAMPING: BM NO 6
 AC2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2231+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 AC2231
 AC2231  HISTORY     - Date     Condition        Report By
 AC2231  HISTORY     - UNK      MONUMENTED       DOD
 AC2231  HISTORY     - 1965     GOOD             CGS
 AC2231  HISTORY     - 1970     GOOD             USE
 AC2231  HISTORY     - 1973     GOOD             NGS
 AC2231  HISTORY     - 1978     GOOD             NGS
 AC2231  HISTORY     - 19851022 GOOD
 AC2231  HISTORY     - 20021012 GOOD             MSI
 AC2231
 AC2231                          STATION DESCRIPTION
 AC2231
 AC2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2231'AT MIAMI BEACH.
 AC2231'AT MIAMI BEACH, NEAR THE SOUTH END OF THE BEACH, DIRECTLY ACROSS
 AC2231'AND SOUTH OF THE MIAMI BEACH DOG TRACK, AT THE U.S GOVT RESERVATION,
 AC2231'ALONG THE NORTHSIDE OF GOVT CUT, 186 FEET EAST OF THE CORP OF
 AC2231'ENGRS FLAGPOLE, 13 1/2 FEET WEST OF THE CENTER OF A ROAD
 AC2231'JUNCTION, DIRECTLY IN THE CENTER LINE OF A BLACK TOP DRIVEWAY
 AC2231'WHICH PARALLELS GOVT CUT, SET ON THE TOP OF A 2-INCH PIPE
 AC2231'WHICH IS 10 FEET LONG AND DRIVEN IN THE GROUND TO A DEPTH OF
 AC2231'10 FEET AND PROTECTED BY A 12-BY-18 INCH MANHOLE FRAME WITH A
 AC2231'REMOVAL CAST-IRON COVER.
 AC2231
 AC2231                          STATION RECOVERY (1970)
 AC2231
 AC2231'RECOVERY NOTE BY US ENGINEERS 1970
 AC2231'SEE STATION BASE USE
 AC2231
 AC2231                          STATION RECOVERY (1973)
 AC2231
 AC2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2231'RECOVERED IN GOOD CONDITION.
 AC2231
 AC2231                          STATION RECOVERY (1978)
 AC2231
 AC2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2231'RECOVERED IN GOOD CONDITION.
 AC2231
 AC2231                          STATION RECOVERY (1985)
 AC2231
 AC2231'RECOVERED 1985
 AC2231'RECOVERED IN GOOD CONDITION.
 AC2231
 AC2231                          STATION RECOVERY (2002)
 AC2231
 AC2231'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 2002 (DGS)
 AC2231'NEW DESCRIPTION- FROM INTERSECTION OF 5TH ST AND S WASHINGTON PROCEED
 AC2231'S 0.5 MI TO PARKING ENTRANCE FOR SOUTH POINTE PARK. TURN LEFT AND GO
 AC2231'SE 0.1 MI. CONTINUE S ON FOOT 250 FT TO STATION IN SIDEWALK ALONG
 AC2231'SEAWALL. STATION IS 31.5FT NW OF CENTERLINE OF SIDEWALK ALONG NW SIDE
 AC2231'OF RESTAURANT  AND 1.5FT S OF N EDGE OF SIDEWALK IN WATER VALVE BOX
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3909 ***********************************************************************
 BE3909  DESIGNATION -  6 D
 BE3909  PID         -  BE3909
 BE3909  STATE/COUNTY-  FL/LEON
 BE3909  USGS QUAD   -  TALLAHASSEE (1976)
 BE3909
 BE3909                         *CURRENT SURVEY CONTROL
 BE3909  ___________________________________________________________________
 BE3909* NAD 83(1986)-  30 26 28.     (N)    084 21 12.     (W)     SCALED    
 BE3909* NAVD 88     -        27.195  (meters)      89.22   (feet)  ADJUSTED  
 BE3909  ___________________________________________________________________
 BE3909  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE3909  DYNAMIC HT  -          27.160 (meters)      89.11  (feet)  COMP
 BE3909  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BE3909
 BE3909  VERT ORDER  -  SECOND    CLASS I
 BE3909
 BE3909.The horizontal coordinates were scaled from a topographic map and have
 BE3909.an estimated accuracy of +/- 6 seconds.
 BE3909
 BE3909.The orthometric height was determined by differential leveling
 BE3909.and adjusted by the National Geodetic Survey in March 1995..
 BE3909
 BE3909.The geoid height was determined by GEOID03.
 BE3909
 BE3909.The dynamic height is computed by dividing the NAVD 88
 BE3909.geopotential number by the normal gravity value computed on the
 BE3909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3909.degrees latitude (g = 980.6199 gals.).
 BE3909
 BE3909.The modeled gravity was interpolated from observed gravity values.
 BE3909
 BE3909;                    North         East    Units  Estimated Accuracy
 BE3909;SPC FL N     -   159,750.      614,090.      MT  (+/- 180 meters Scaled)
 BE3909
 BE3909                          SUPERSEDED SURVEY CONTROL
 BE3909
 BE3909.No superseded survey control is available for this station.
 BE3909
 BE3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU541706(NAD 83)
 BE3909_MARKER: DB = BENCH MARK DISK
 BE3909_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3909_SP_SET: BRIDGE ABUTMENT
 BE3909_STAMPING: 6 D
 BE3909_MARK LOGO: FLDT  
 BE3909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3909+STABILITY: SURFACE MOTION
 BE3909
 BE3909  HISTORY     - Date     Condition        Report By
 BE3909  HISTORY     - UNK      MONUMENTED       FLDT
 BE3909  HISTORY     - 1983     GOOD             FLDNR
 BE3909
 BE3909                          STATION DESCRIPTION
 BE3909
 BE3909'DESCRIBED BY FL DEPT OF NAT RES 1983
 BE3909'IN TALLAHASSEE.
 BE3909'BEGIN AT THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 263
 BE3909'(CAPITAL CIRCLE), GO 2.65 MILES SOUTH ALONG CAPITAL CIRCLE TO THE
 BE3909'MARK.  THE MARK BEARS 0.4 MILE NORTH OF STATE ROAD 20, 15.3 FEET
 BE3909'SOUTHEAST OF THE CENTERLINE OF CAPITAL CIRCLE, AND 1.6 FEET NORTHEAST
 BE3909'OF THE NORTHEAST CORNER OF THE BRIDGE SPAN.  THE MARK IS SET IN THE
 BE3909'NORTHEAST ABUTMENT OF THE CAPITAL CIRCLE BRIDGE OVER THE SEABOARD
 BE3909'COASTLINE RAILROAD.
 BE3909'THE MARK IS 0.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5186 ***********************************************************************
 DE5186  DESIGNATION -  6 E
 DE5186  PID         -  DE5186
 DE5186  STATE/COUNTY-  FL/MIAMI-DADE
 DE5186  USGS QUAD   -  NORTH OF FORTYMILE B (1995)
 DE5186
 DE5186                         *CURRENT SURVEY CONTROL
 DE5186  ___________________________________________________________________
 DE5186* NAD 83(1986)-  25 55 34.     (N)    080 50 03.     (W)     SCALED    
 DE5186* NAVD 88     -         5.021  (meters)      16.47   (feet)  ADJUSTED  
 DE5186  ___________________________________________________________________
 DE5186  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 DE5186  DYNAMIC HT  -           5.013 (meters)      16.45  (feet)  COMP
 DE5186  MODELED GRAV-     979,031.3   (mgal)                       NAVD 88
 DE5186
 DE5186  VERT ORDER  -  FIRST     CLASS II
 DE5186
 DE5186.The horizontal coordinates were scaled from a topographic map and have
 DE5186.an estimated accuracy of +/- 6 seconds.
 DE5186
 DE5186.The orthometric height was determined by differential leveling
 DE5186.and adjusted by the National Geodetic Survey in June 2002..
 DE5186.No vertical observational check was made to the station.
 DE5186
 DE5186.The geoid height was determined by GEOID03.
 DE5186
 DE5186.The dynamic height is computed by dividing the NAVD 88
 DE5186.geopotential number by the normal gravity value computed on the
 DE5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5186.degrees latitude (g = 980.6199 gals.).
 DE5186
 DE5186.The modeled gravity was interpolated from observed gravity values.
 DE5186
 DE5186;                    North         East    Units  Estimated Accuracy
 DE5186;SPC FL E     -   176,440.      216,610.      MT  (+/- 180 meters Scaled)
 DE5186
 DE5186                          SUPERSEDED SURVEY CONTROL
 DE5186
 DE5186.No superseded survey control is available for this station.
 DE5186
 DE5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ166675(NAD 83)
 DE5186_MARKER: DD = SURVEY DISK
 DE5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5186_STAMPING: 6-E 1983 SFWMD
 DE5186_MARK LOGO: SFLWMD
 DE5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5186+STABILITY: SURFACE MOTION
 DE5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5186+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 DE5186
 DE5186  HISTORY     - Date     Condition        Report By
 DE5186  HISTORY     - 1983     MONUMENTED       SFLWMD
 DE5186  HISTORY     - 20001019 GOOD             FLDEP
 DE5186
 DE5186                          STATION DESCRIPTION
 DE5186
 DE5186'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE5186'THE MARK IS ABOUT 25.0 MI (40.2 KM) WEST OF HIALEAH, 18.2 MI (29.3 KM)
 DE5186'EAST OF MONROE STATION, 12.6 MI (20.3 KM) NORTH OF FORTY MILE BEND ON
 DE5186'A LEVEE, IN SECTION 21, TOWNSHIP 52 SOUTH, RANGE 35 EAST. TO REACH THE
 DE5186'MARK FROM THE INTERSECTION OF COUNTY ROAD 997 (KROME AVE SW 177 AVE)
 DE5186'AND U.S.  HIGHWAY 41 (TAMIAMI TRAIL SOUTHWEST 8TH STREET) ABOUT 10.0
 DE5186'MI (16.1 KM) SOUTHWEST OF HIALEAH, GO WEST ON U.S. HIGHWAY 41 (TAMIAMI
 DE5186'TRAIL SOUTHWEST 8TH STREET) FOR 21.55 MI (34.68 KM) TO THE NORTHWEST
 DE5186'END OF FLOOD CONTROL STRUCTURE S-12A AND THE JUNCTION OF LEVEE 29 ROAD
 DE5186'0N THE RIGHT, TURN RIGHT ON THE LEVEE 29 ROAD AND GO NORTH THEN
 DE5186'NORTHWEST FOR 0.15 MI (0.24 KM) TO A LOCKED GATE ACROSS THE LEVEE,
 DE5186'CONTINUE NORTHWEST ON THE LEVEE 29 ROAD FOR 2.95 MI (4.75 KM) TO WHERE
 DE5186'THE LEVEE ROAD TURNS NORTH AND BECOME LEVEE 28, CONTINUE NORTH ON THE
 DE5186'LEVEE 28 ROAD FOR 9.5 MI (15.3 KM) TO A TURNOUT ON THE RIGHT AND THE
 DE5186'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DE5186'WITH THE GROUND AND LEVEL WITH THE LEVEE ROAD. LOCATED 26.2 FT (8.0 M)
 DE5186'EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.6 FT (0.5
 DE5186'M) WEST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTRACT SOUTH
 DE5186'FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, MIAMI FIELD STATION,
 DE5186'PHONE NUMBER 305-377-7274.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0320 ***********************************************************************
 AF0320  DESIGNATION -  6 FT FLAT PLATE 1962
 AF0320  PID         -  AF0320
 AF0320  STATE/COUNTY-  FL/BREVARD
 AF0320  USGS QUAD   -  GRANT (1970)
 AF0320
 AF0320                         *CURRENT SURVEY CONTROL
 AF0320  ___________________________________________________________________
 AF0320* NAD 83(1990)-  27 57 28.96742(N)    080 33 46.19161(W)     ADJUSTED  
 AF0320* NAVD 88     -         2.92   (+/-2cm)       9.6    (feet)  VERTCON   
 AF0320  ___________________________________________________________________
 AF0320  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AF0320  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF0320
 AF0320  HORZ ORDER  -  SECOND
 AF0320  VERT ORDER  -  THIRD ? (See Below)
 AF0320
 AF0320.The horizontal coordinates were established by classical geodetic methods
 AF0320.and adjusted by the National Geodetic Survey in May 1991..
 AF0320
 AF0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0320.The vertical order pertains to the NGVD 29 superseded value.
 AF0320
 AF0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0320
 AF0320.The geoid height was determined by GEOID03.
 AF0320
 AF0320;                    North         East     Units Scale Factor Converg.
 AF0320;SPC FL E     -   401,636.947   243,015.107   MT  0.99996401   +0 12 17.9
 AF0320;SPC FL E     - 1,317,703.88    797,292.06   sFT  0.99996401   +0 12 17.9
 AF0320;UTM  17      - 3,092,631.892   543,000.430   MT  0.99962282   +0 12 17.9
 AF0320
 AF0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0320!SPC FL E     -   1.00000394  x   0.99996401  =   0.99996795
 AF0320!UTM  17      -   1.00000394  x   0.99962282  =   0.99962676
 AF0320
 AF0320                          SUPERSEDED SURVEY CONTROL
 AF0320
 AF0320  NAD 83(1986)-  27 57 28.97230(N)    080 33 46.20630(W) AD(       ) 2
 AF0320  NAD 27      -  27 57 27.89944(N)    080 33 47.01355(W) AD(       ) 2
 AF0320  NGVD 29 (07/19/86)    3.35   (m)           11.0    (f) LEVELING    3  
 AF0320
 AF0320.Superseded values are not recommended for survey control.
 AF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0320.See file dsdata.txt to determine how the superseded data were derived.
 AF0320
 AF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4300092632(NAD 83)
 AF0320_MARKER: Z = SEE DESCRIPTION
 AF0320_SETTING: 0 = UNSPECIFIED SETTING
 AF0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0320
 AF0320  HISTORY     - Date     Condition        Report By
 AF0320  HISTORY     - 1962     MONUMENTED       CGS
 AF0320
 AF0320                          STATION DESCRIPTION
 AF0320
 AF0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0320'SEE STATION CENTRAL BORE TRAV
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0797 ***********************************************************************
 AQ0797  DESIGNATION -  6 JAS
 AQ0797  PID         -  AQ0797
 AQ0797  STATE/COUNTY-  FL/MARION
 AQ0797  USGS QUAD   -  FARLES LAKE (1994)
 AQ0797
 AQ0797                         *CURRENT SURVEY CONTROL
 AQ0797  ___________________________________________________________________
 AQ0797* NAD 83(1986)-  29 03 02.     (N)    081 42 31.     (W)     SCALED    
 AQ0797* NAVD 88     -        26.815  (meters)      87.98   (feet)  ADJUSTED  
 AQ0797  ___________________________________________________________________
 AQ0797  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AQ0797  DYNAMIC HT  -          26.777 (meters)      87.85  (feet)  COMP
 AQ0797  MODELED GRAV-     979,225.8   (mgal)                       NAVD 88
 AQ0797
 AQ0797  VERT ORDER  -  FIRST     CLASS II
 AQ0797
 AQ0797.The horizontal coordinates were scaled from a topographic map and have
 AQ0797.an estimated accuracy of +/- 6 seconds.
 AQ0797
 AQ0797.The orthometric height was determined by differential leveling
 AQ0797.and adjusted by the National Geodetic Survey in June 1991..
 AQ0797
 AQ0797.The geoid height was determined by GEOID03.
 AQ0797
 AQ0797.The dynamic height is computed by dividing the NAVD 88
 AQ0797.geopotential number by the normal gravity value computed on the
 AQ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0797.degrees latitude (g = 980.6199 gals.).
 AQ0797
 AQ0797.The modeled gravity was interpolated from observed gravity values.
 AQ0797
 AQ0797;                    North         East    Units  Estimated Accuracy
 AQ0797;SPC FL W     -   522,670.      228,380.      MT  (+/- 180 meters Scaled)
 AQ0797
 AQ0797                          SUPERSEDED SURVEY CONTROL
 AQ0797
 AQ0797  NGVD 29 (??/??/92)   27.137  (m)           89.03   (f) ADJ UNCH    1 2
 AQ0797
 AQ0797.Superseded values are not recommended for survey control.
 AQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0797.See file dsdata.txt to determine how the superseded data were derived.
 AQ0797
 AQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN310137(NAD 83)
 AQ0797_MARKER: DD = SURVEY DISK
 AQ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0797_STAMPING: 6 JAS 1966 89
 AQ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0797+STABILITY: SURFACE MOTION
 AQ0797
 AQ0797  HISTORY     - Date     Condition        Report By
 AQ0797  HISTORY     - 1966     MONUMENTED       USGS
 AQ0797  HISTORY     - 1968     GOOD             NGS
 AQ0797  HISTORY     - 1990     GOOD             USPSQD
 AQ0797  HISTORY     - 19910303 GOOD             USPSQD
 AQ0797
 AQ0797                          STATION DESCRIPTION
 AQ0797
 AQ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0797'9.8 MI NW FROM ALTOONA.
 AQ0797'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0797'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 4.35
 AQ0797'MILES WEST ALONG FOREST SERVICE ROAD 73, 66 FEET NORTHEAST OF
 AQ0797'THE INTERSECTION OF FOREST SERVICE ROAD 65, 53 FEET EAST OF THE
 AQ0797'CENTER LINE OF FOREST SERVICE ROAD 65, 40 FEET NORTH OF THE
 AQ0797'CENTER LINE OF FOREST SERVICE ROAD 73, 1.0 FOOT NORTH OF A
 AQ0797'METAL WITNESS POST, ABOUT LEVEL WITH FOREST SERVICE ROAD 73,
 AQ0797'ABOUT 1 FOOT BELOW THE LEVEL OF FOREST SERVICE ROAD 65 AND SET
 AQ0797'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 AQ0797'LEVEL OF THE GROUND.
 AQ0797
 AQ0797                          STATION RECOVERY (1990)
 AQ0797
 AQ0797'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AQ0797'RECOVERED IN GOOD CONDITION.
 AQ0797
 AQ0797                          STATION RECOVERY (1991)
 AQ0797
 AQ0797'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0469 ***********************************************************************
 BC0469  DESIGNATION -  6 MAYPORT NAVAL BASE
 BC0469  PID         -  BC0469
 BC0469  STATE/COUNTY-  FL/DUVAL
 BC0469  USGS QUAD   -  MAYPORT (1992)
 BC0469
 BC0469                         *CURRENT SURVEY CONTROL
 BC0469  ___________________________________________________________________
 BC0469* NAD 83(1986)-  30 23 17.     (N)    081 24 44.     (W)     SCALED    
 BC0469* NAVD 88     -         2.217  (meters)       7.27   (feet)  ADJUSTED  
 BC0469  ___________________________________________________________________
 BC0469  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BC0469  DYNAMIC HT  -           2.215 (meters)       7.27  (feet)  COMP
 BC0469  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 BC0469
 BC0469  VERT ORDER  -  SECOND    CLASS 0
 BC0469
 BC0469.The horizontal coordinates were scaled from a topographic map and have
 BC0469.an estimated accuracy of +/- 6 seconds.
 BC0469
 BC0469.The orthometric height was determined by differential leveling
 BC0469.and adjusted by the National Geodetic Survey in June 1991..
 BC0469
 BC0469.The geoid height was determined by GEOID03.
 BC0469
 BC0469.The dynamic height is computed by dividing the NAVD 88
 BC0469.geopotential number by the normal gravity value computed on the
 BC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0469.degrees latitude (g = 980.6199 gals.).
 BC0469
 BC0469.The modeled gravity was interpolated from observed gravity values.
 BC0469
 BC0469;                    North         East    Units  Estimated Accuracy
 BC0469;SPC FL E     -   670,960.      160,380.      MT  (+/- 180 meters Scaled)
 BC0469
 BC0469                          SUPERSEDED SURVEY CONTROL
 BC0469
 BC0469  NGVD 29 (??/??/92)    2.55   (m)            8.4    (f) COMPUTED    2 0
 BC0469
 BC0469.Superseded values are not recommended for survey control.
 BC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0469.See file dsdata.txt to determine how the superseded data were derived.
 BC0469
 BC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP603618(NAD 83)
 BC0469_MARKER: DD = SURVEY DISK
 BC0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0469_STAMPING: 6
 BC0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0469+STABILITY: SURFACE MOTION
 BC0469
 BC0469  HISTORY     - Date     Condition        Report By
 BC0469  HISTORY     - UNK      MONUMENTED       DOD
 BC0469  HISTORY     - 1970     GOOD             NGS
 BC0469  HISTORY     - 1974     GOOD             NGS
 BC0469
 BC0469                          STATION DESCRIPTION
 BC0469
 BC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0469'AT MAYPORT NAVAL BASE.
 BC0469'AT MAYPORT NAVAL BASE, ALONG MASSEY AVENUE, ABOUT 0.8 MILE WEST
 BC0469'ALONG MASSEY AVENUE FROM ITS JUNCTION WITH BALTIMORE STREET,
 BC0469'ABOUT 100 YARDS NORTHWEST OF WATER TOWER NO. 287, 39 FEET NORTH
 BC0469'OF THE CENTER LINE OF MASSEY AVENUE, 28 FEET EAST OF THE CENTER
 BC0469'LINE OF MARLEY AVENUE, 1 1/2 FEET SOUTH OF A 2-INCH IRON PIPE
 BC0469'WHICH PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 1 1/2
 BC0469'FEET WEST OF A 2 INCH IRON PIPE WHICH PROJECTS 2 1/2 FEET ABOVE
 BC0469'THE LEVEL OF THE GROUND, ABOUT LEVEL WITH MANLEY AVENUE AND SET
 BC0469'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 BC0469'OF THE GROUND.
 BC0469
 BC0469                          STATION RECOVERY (1974)
 BC0469
 BC0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5196 ***********************************************************************
 AB5196  DESIGNATION -  6 RAJ
 AB5196  PID         -  AB5196
 AB5196  STATE/COUNTY-  FL/LAKE
 AB5196  USGS QUAD   -  EMERALDA ISLAND (1988)
 AB5196
 AB5196                         *CURRENT SURVEY CONTROL
 AB5196  ___________________________________________________________________
 AB5196* NAD 83(1986)-  28 53 05.     (N)    081 47 24.     (W)     SCALED    
 AB5196* NAVD 88     -        21.511  (meters)      70.57   (feet)  ADJUSTED  
 AB5196  ___________________________________________________________________
 AB5196  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AB5196  DYNAMIC HT  -          21.480 (meters)      70.47  (feet)  COMP
 AB5196  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 AB5196
 AB5196  VERT ORDER  -  SECOND    CLASS I
 AB5196
 AB5196.The horizontal coordinates were scaled from a topographic map and have
 AB5196.an estimated accuracy of +/- 6 seconds.
 AB5196
 AB5196.The orthometric height was determined by differential leveling
 AB5196.and adjusted by the National Geodetic Survey in September 1996..
 AB5196
 AB5196.The geoid height was determined by GEOID03.
 AB5196
 AB5196.The dynamic height is computed by dividing the NAVD 88
 AB5196.geopotential number by the normal gravity value computed on the
 AB5196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5196.degrees latitude (g = 980.6199 gals.).
 AB5196
 AB5196.The modeled gravity was interpolated from observed gravity values.
 AB5196
 AB5196;                    North         East    Units  Estimated Accuracy
 AB5196;SPC FL E     -   504,510.      122,940.      MT  (+/- 180 meters Scaled)
 AB5196
 AB5196                          SUPERSEDED SURVEY CONTROL
 AB5196
 AB5196.No superseded survey control is available for this station.
 AB5196
 AB5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM229954(NAD 83)
 AB5196_MARKER: DD = SURVEY DISK
 AB5196_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5196_STAMPING: 6 RAJ 1962 72 FEET
 AB5196_MARK LOGO: USGS  
 AB5196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5196+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1994
 AB5196
 AB5196  HISTORY     - Date     Condition        Report By
 AB5196  HISTORY     - 1962     MONUMENTED       USGS
 AB5196  HISTORY     - 19940410 GOOD             FLDEP
 AB5196
 AB5196                          STATION DESCRIPTION
 AB5196
 AB5196'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5196'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHWEST OF EUSTIS, 8.2 MI (13.2
 AB5196'KM) SOUTHWEST OF UMATILLA, 7.5 MI (12.1 KM) NORTHEAST OF LEESBURG IN
 AB5196'SECTION 35, TOWNSHIP 18 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5196'THE INTERSECTION OF COUNTY ROAD 44 AND COUNTY ROAD 452 NORTHWEST OF
 AB5196'EUSTIS, GO NORTHWEST OF COUNTY ROAD 452 FOR 4.6 MI (7.4 KM) TO THE
 AB5196'JUNCTION OF GOOSE PRAIRIE ROAD ON THE LEFT, TURN LEFT ON GOOSE PRAIRIE
 AB5196'ROAD AND GO WEST-SOUTHWEST FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF
 AB5196'FELKINS ROAD ON THE RIGHT AND TERRELL LANE ON THE LEFT (A DIRT ROAD)
 AB5196'CONTINUE WEST AND SOUTH ON GOOSE PRAIRIE ROAD FOR 1.35 MI (2.17 KM) TO
 AB5196'THE JUNCTION OF EMERALDA ISLAND ROAD (LISMON ROAD) , GO WEST ON
 AB5196'EMERALDA ISLAND ROAD (LISMON ROAD) FOR 0.45 MI (0.72 KM) TO A DIRT
 AB5196'DRIVEWAY ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AB5196'PREFABRICATED CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND AND 2.0
 AB5196'FT (0.6 M) BELOW THE LEVEL OF EMERALDA ISLAND ROAD (LISMON ROAD) .
 AB5196'LOCATED 78.3 FT (23.9 M) EAST OF A 74-INCH OAK TREE, 30.4 FT (9.3 M)
 AB5196'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF EMERALDA ISLAND ROAD, 17.9
 AB5196'FT (5.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY AND
 AB5196'2.0 FT (0.6 M) WEST OF POWER POLE NUMBER R25 DD 310 WITH A METAL
 AB5196'WITNESS PLACQUE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9831 ***********************************************************************
 AC9831  DESIGNATION -  6 RJN
 AC9831  PID         -  AC9831
 AC9831  STATE/COUNTY-  FL/PUTNAM
 AC9831  USGS QUAD   -  WELAKA (1994)
 AC9831
 AC9831                         *CURRENT SURVEY CONTROL
 AC9831  ___________________________________________________________________
 AC9831* NAD 83(1986)-  29 28 38.     (N)    081 44 23.     (W)     SCALED    
 AC9831* NAVD 88     -         8.719  (meters)      28.61   (feet)  ADJUSTED  
 AC9831  ___________________________________________________________________
 AC9831  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AC9831  DYNAMIC HT  -           8.707 (meters)      28.57  (feet)  COMP
 AC9831  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 AC9831
 AC9831  VERT ORDER  -  SECOND    CLASS I
 AC9831
 AC9831.The horizontal coordinates were scaled from a topographic map and have
 AC9831.an estimated accuracy of +/- 6 seconds.
 AC9831
 AC9831.The orthometric height was determined by differential leveling
 AC9831.and adjusted by the National Geodetic Survey in September 1997..
 AC9831
 AC9831.Photographs are available for this station.
 AC9831
 AC9831.The geoid height was determined by GEOID03.
 AC9831
 AC9831.The dynamic height is computed by dividing the NAVD 88
 AC9831.geopotential number by the normal gravity value computed on the
 AC9831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9831.degrees latitude (g = 980.6199 gals.).
 AC9831
 AC9831.The modeled gravity was interpolated from observed gravity values.
 AC9831
 AC9831;                    North         East    Units  Estimated Accuracy
 AC9831;SPC FL E     -   570,150.      128,260.      MT  (+/- 180 meters Scaled)
 AC9831
 AC9831                          SUPERSEDED SURVEY CONTROL
 AC9831
 AC9831.No superseded survey control is available for this station.
 AC9831
 AC9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN282610(NAD 83)
 AC9831_MARKER: DD = SURVEY DISK
 AC9831_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC9831_SP_SET: BRIDGE GUARDRAIL
 AC9831_STAMPING: 6 RJN 1967 USGS
 AC9831_MARK LOGO: FLSRD 
 AC9831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9831+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9831
 AC9831  HISTORY     - Date     Condition        Report By
 AC9831  HISTORY     - 1967     MONUMENTED       FLSRD
 AC9831  HISTORY     - 19960813 GOOD             FLDEP
 AC9831  HISTORY     - 20030710 GOOD             FLDEP
 AC9831  HISTORY     - 20040721 GOOD             FLDEP
 AC9831
 AC9831                          STATION DESCRIPTION
 AC9831
 AC9831'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9831'THE MARK IS ABOUT 14.2 MI (22.9 KM) SOUTHWEST OF PALATKA, 8.4 MI (13.5
 AC9831'KM) NORTH OF SALT SPRINGS IN SECTION 45, TOWNSHIP 12 SOUTH, RANGE 26
 AC9831'EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY
 AC9831'17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AC9831'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AC9831'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORTHWEST FOR
 AC9831'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AC9831'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 10.85 MI (17.46 KM) TO THE
 AC9831'SOUTH END OF THE CROSS FLORIDA BARGE CANAL BRIDGE, CONTINUE SOUTH ON
 AC9831'STATE ROAD 19 FOR 3.8 MI (6.1 KM) TO THE BRIDGE OVER THE OKLAWAHA
 AC9831'RIVER AND THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST CONCRETE
 AC9831'GUARDRAIL AND ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF STATE ROAD 19,
 AC9831'LOCATED 16.9 FT (5.2 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 AC9831'ROAD 19 AND 8.0 FT (2.4 M) NORTHWEST OF THE SOUTHEAST END OF THE
 AC9831'CONCRETE GUARDRAIL.
 AC9831
 AC9831                          STATION RECOVERY (2003)
 AC9831
 AC9831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9831'RECOVERED AS DESCRIBED. NOT LEVELED TO THIS DATE OCT 21, 2003.
 AC9831
 AC9831                          STATION RECOVERY (2004)
 AC9831
 AC9831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9831'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6844 ***********************************************************************
 AG6844  DESIGNATION -  6 ST PETERSBURG
 AG6844  PID         -  AG6844
 AG6844  STATE/COUNTY-  FL/PINELLAS
 AG6844  USGS QUAD   -  PORT TAMPA (1983)
 AG6844
 AG6844                         *CURRENT SURVEY CONTROL
 AG6844  ___________________________________________________________________
 AG6844* NAD 83(1986)-  27 48 13.     (N)    082 36 26.     (W)     SCALED    
 AG6844* NAVD 88     -         1.009  (meters)       3.31   (feet)  ADJUSTED  
 AG6844  ___________________________________________________________________
 AG6844  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG6844  DYNAMIC HT  -           1.007 (meters)       3.30  (feet)  COMP
 AG6844  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AG6844
 AG6844  VERT ORDER  -  SECOND    CLASS II
 AG6844
 AG6844.The horizontal coordinates were scaled from a topographic map and have
 AG6844.an estimated accuracy of +/- 6 seconds.
 AG6844
 AG6844.The orthometric height was determined by differential leveling
 AG6844.and adjusted by the National Geodetic Survey in June 1991..
 AG6844
 AG6844.The geoid height was determined by GEOID03.
 AG6844
 AG6844.The dynamic height is computed by dividing the NAVD 88
 AG6844.geopotential number by the normal gravity value computed on the
 AG6844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6844.degrees latitude (g = 980.6199 gals.).
 AG6844
 AG6844.The modeled gravity was interpolated from observed gravity values.
 AG6844
 AG6844;                    North         East    Units  Estimated Accuracy
 AG6844;SPC FL W     -   384,600.      140,170.      MT  (+/- 180 meters Scaled)
 AG6844
 AG6844                          SUPERSEDED SURVEY CONTROL
 AG6844
 AG6844  NGVD 29 (??/??/92)    1.272  (m)            4.17   (f) ADJ UNCH    2 2
 AG6844
 AG6844.Superseded values are not recommended for survey control.
 AG6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6844.See file dsdata.txt to determine how the superseded data were derived.
 AG6844
 AG6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL416764(NAD 83)
 AG6844_MARKER: DD = SURVEY DISK
 AG6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6844+STABILITY: SURFACE MOTION
 AG6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6844+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 AG6844
 AG6844  HISTORY     - Date     Condition        Report By
 AG6844  HISTORY     - UNK      MONUMENTED       FL2730
 AG6844  HISTORY     - 1975     GOOD             FLDT
 AG6844  HISTORY     - 20010501 GOOD             USPSQD
 AG6844  HISTORY     - 20051017 GOOD             USPSQD
 AG6844
 AG6844                          STATION DESCRIPTION
 AG6844
 AG6844'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6844'AT ST PETERSBURG.
 AG6844'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG6844'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET
 AG6844'N. FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT
 AG6844'ON 38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE
 AG6844'INTERSECTION OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY
 AG6844'ON 40TH AVE. N. FOR 1.6 MILE TO THE INTERSECTION OF SHORE ACRES
 AG6844'BLVD., TURN RIGHT AND RUN SOUTHERLY ON SHORE ACRES BLVD. FOR
 AG6844'0.45 MILE TO THE INTERSECTION OF OVERLOOK DRIVE NE AND BAYSHORE
 AG6844'BLVD.  STATION IN THE SOUTH END OF TRAFFIC TRIANGLE OF INTERSECTION,
 AG6844'38.0 FT. SE OF THE CENTERLINE OF OVERLOOK DRIVE, 24.0 FT. NORTH
 AG6844'OF BAYSHORE BLVD., 51.0 FT. N/NE OF POWER POLE, NUMBER 1A-52071,
 AG6844'14.0 FT. SOUTH OF TELEPHONE POLE, NO NUMBER, 6.5 FT. NE OF THE
 AG6844'BACK OF THE CURB.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AG6844'THE GROUND.  SECTION 9, T 31S, R 17E
 AG6844
 AG6844                          STATION RECOVERY (2001)
 AG6844
 AG6844'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG6844'22 FEET SOUTH OF CENTER LINE OF OVERLOOK DRIVE, 116' NNE OF POWER POLE
 AG6844'NUMBER 1A-52071, 49 FEET 6 INCHES NW OF FIRE HYDRANT IN THE TRAFFIC
 AG6844'TRIANGLE.
 AG6844
 AG6844                          STATION RECOVERY (2005)
 AG6844
 AG6844'RECOVERY NOTE BY US POWER SQUADRON 2005 (KNB)
 AG6844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1284 ***********************************************************************
 AG1284  DESIGNATION -  6 V 1943
 AG1284  PID         -  AG1284
 AG1284  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1284  USGS QUAD   -  BRANDON (1987)
 AG1284
 AG1284                         *CURRENT SURVEY CONTROL
 AG1284  ___________________________________________________________________
 AG1284* NAD 83(1990)-  27 56 26.72236(N)    082 21 12.78108(W)     ADJUSTED  
 AG1284* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AG1284  ___________________________________________________________________
 AG1284  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AG1284  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AG1284
 AG1284  HORZ ORDER  -  THIRD
 AG1284
 AG1284.The horizontal coordinates were established by classical geodetic methods
 AG1284.and adjusted by the National Geodetic Survey in May 1991..
 AG1284
 AG1284.The orthometric height was scaled from a topographic map.
 AG1284
 AG1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1284
 AG1284.The geoid height was determined by GEOID03.
 AG1284
 AG1284;                    North         East     Units Scale Factor Converg.
 AG1284;SPC FL W     -   399,694.335   165,207.053   MT  0.99995611   -0 09 56.4
 AG1284;SPC FL W     - 1,311,330.50    542,016.81   sFT  0.99995611   -0 09 56.4
 AG1284;UTM  17      - 3,091,376.759   366,835.807   MT  0.99981887   -0 38 03.5
 AG1284
 AG1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1284!SPC FL W     -   1.00000273  x   0.99995611  =   0.99995884
 AG1284!UTM  17      -   1.00000273  x   0.99981887  =   0.99982160
 AG1284
 AG1284:                Primary Azimuth Mark                     Grid Az
 AG1284:SPC FL W     -  5 V 1943                                 270 15 31.7
 AG1284:UTM  17      -  5 V 1943                                 270 43 38.8
 AG1284
 AG1284|---------------------------------------------------------------------|
 AG1284| PID    Reference Object                     Distance      Geod. Az  |
 AG1284|                                                           dddmmss.s |
 AG1284| AG1285 5 V 1943                            APPROX. 1.5 KM 2700535.3 |
 AG1284|---------------------------------------------------------------------|
 AG1284
 AG1284                          SUPERSEDED SURVEY CONTROL
 AG1284
 AG1284  NAD 83(1986)-  27 56 26.73751(N)    082 21 12.80109(W) AD(       ) 3
 AG1284  NAD 27      -  27 56 25.65949(N)    082 21 13.47052(W) AD(       ) 3
 AG1284
 AG1284.Superseded values are not recommended for survey control.
 AG1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1284.See file dsdata.txt to determine how the superseded data were derived.
 AG1284
 AG1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6683691377(NAD 83)
 AG1284_MARKER: Z = SEE DESCRIPTION
 AG1284_SETTING: 0 = UNSPECIFIED SETTING
 AG1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1284
 AG1284  HISTORY     - Date     Condition        Report By
 AG1284  HISTORY     - 1943     MONUMENTED       CGS
 AG1284  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1284
 AG1284                          STATION DESCRIPTION
 AG1284
 AG1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1284'STATION AND REFERENCE MARKS 1 AND 2 NOT RECOVERED.  HIGHWAY
 AG1284'CONSTRUCTION PROBABLY DESTROYED THE STATION AND REFERENCE MARKS.
 AG1284'
 AG1284'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7251 ***********************************************************************
 AK7251  DESIGNATION -  60
 AK7251  PID         -  AK7251
 AK7251  STATE/COUNTY-  FL/ORANGE
 AK7251  USGS QUAD   -  KISSIMMEE (1987)
 AK7251
 AK7251                         *CURRENT SURVEY CONTROL
 AK7251  ___________________________________________________________________
 AK7251* NAD 83(1986)-  28 21 44.     (N)    081 29 41.     (W)     SCALED    
 AK7251* NAVD 88     -        30.056  (meters)      98.61   (feet)  ADJUSTED  
 AK7251  ___________________________________________________________________
 AK7251  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AK7251  DYNAMIC HT  -          30.012 (meters)      98.46  (feet)  COMP
 AK7251  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AK7251
 AK7251  VERT ORDER  -  SECOND    CLASS I
 AK7251
 AK7251.The horizontal coordinates were scaled from a topographic map and have
 AK7251.an estimated accuracy of +/- 6 seconds.
 AK7251
 AK7251.The orthometric height was determined by differential leveling
 AK7251.and adjusted by the National Geodetic Survey in December 1995..
 AK7251
 AK7251.The geoid height was determined by GEOID03.
 AK7251
 AK7251.The dynamic height is computed by dividing the NAVD 88
 AK7251.geopotential number by the normal gravity value computed on the
 AK7251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7251.degrees latitude (g = 980.6199 gals.).
 AK7251
 AK7251.The modeled gravity was interpolated from observed gravity values.
 AK7251
 AK7251;                    North         East    Units  Estimated Accuracy
 AK7251;SPC FL E     -   446,450.      151,500.      MT  (+/- 180 meters Scaled)
 AK7251
 AK7251                          SUPERSEDED SURVEY CONTROL
 AK7251
 AK7251.No superseded survey control is available for this station.
 AK7251
 AK7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM515374(NAD 83)
 AK7251_MARKER: U = CONCRETE POST
 AK7251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7251_SP_SET: SQUARE CONCRETE MONUMENT
 AK7251_MARK LOGO: NONE  
 AK7251_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7251+STABILITY: SURFACE MOTION
 AK7251
 AK7251  HISTORY     - Date     Condition        Report By
 AK7251  HISTORY     - UNK      MONUMENTED       FLDT
 AK7251  HISTORY     - 19910730 GOOD             FL-095
 AK7251
 AK7251                          STATION DESCRIPTION
 AK7251
 AK7251'DESCRIBED BY ORANGE COUNTY FLORIDA 1991
 AK7251'4-INCH BY 4-INCH CONCRETE MONUMENT STAMPED (B.M. 60 D.O.T.) ON EAST
 AK7251'SIDE OF SR 535, ABOUT 200 FT (61.0 M) EAST OF CENTER LINE OF SR 535,
 AK7251'ABOUT 500 FT (152.4 M) NORTH OF CENTER LINE OF SR 536, AND ABOUT 100
 AK7251'FT (30.5 M) EAST OF OLD SR 535.  (THERE IS A TREE LINE BETWEEN THE BM
 AK7251'AND OLD SR 535.  ALSO, BM IS ON WEST EDGE OF WOODS.) T24S, R28E,
 AK7251'SECTION 34. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7251'DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3532 ***********************************************************************
 AJ3532  DESIGNATION -  60
 AJ3532  PID         -  AJ3532
 AJ3532  STATE/COUNTY-  FL/PALM BEACH
 AJ3532  USGS QUAD   -  BRYANT (1970)
 AJ3532
 AJ3532                         *CURRENT SURVEY CONTROL
 AJ3532  ___________________________________________________________________
 AJ3532* NAD 83(1986)-  26 47 16.     (N)    080 31 46.     (W)     SCALED    
 AJ3532* NAVD 88     -         4.832  (meters)      15.85   (feet)  ADJUSTED  
 AJ3532  ___________________________________________________________________
 AJ3532  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ3532  DYNAMIC HT  -           4.825 (meters)      15.83  (feet)  COMP
 AJ3532  MODELED GRAV-     979,111.3   (mgal)                       NAVD 88
 AJ3532
 AJ3532  VERT ORDER  -  SECOND    CLASS I
 AJ3532
 AJ3532.The horizontal coordinates were scaled from a topographic map and have
 AJ3532.an estimated accuracy of +/- 6 seconds.
 AJ3532
 AJ3532.The orthometric height was determined by differential leveling
 AJ3532.and adjusted by the National Geodetic Survey in May 2003..
 AJ3532
 AJ3532.The geoid height was determined by GEOID03.
 AJ3532
 AJ3532.The dynamic height is computed by dividing the NAVD 88
 AJ3532.geopotential number by the normal gravity value computed on the
 AJ3532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3532.degrees latitude (g = 980.6199 gals.).
 AJ3532
 AJ3532.The modeled gravity was interpolated from observed gravity values.
 AJ3532
 AJ3532;                    North         East    Units  Estimated Accuracy
 AJ3532;SPC FL E     -   271,980.      246,790.      MT  (+/- 180 meters Scaled)
 AJ3532
 AJ3532                          SUPERSEDED SURVEY CONTROL
 AJ3532
 AJ3532  NAVD 88 (09/17/01)    4.839  (m)           15.88   (f) UNKNOWN     2 1
 AJ3532
 AJ3532.Superseded values are not recommended for survey control.
 AJ3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3532.See file dsdata.txt to determine how the superseded data were derived.
 AJ3532
 AJ3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK467630(NAD 83)
 AJ3532_MARKER: DD = SURVEY DISK
 AJ3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3532_STAMPING: BM 60 1999
 AJ3532_MARK LOGO: SFLWMD
 AJ3532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3532+STABILITY: SURFACE MOTION
 AJ3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3532+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3532
 AJ3532  HISTORY     - Date     Condition        Report By
 AJ3532  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3532  HISTORY     - 20000219 GOOD             FLDEP
 AJ3532
 AJ3532                          STATION DESCRIPTION
 AJ3532
 AJ3532'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3532'THE MARK IS ABOUT 31.8 MI (51.2 KM) NORTHWEST OF PALM BEACH, 6.5 MI
 AJ3532'(10.5 KM) SOUTHEAST OF CANAL POINT, IN SECTION 27, TOWNSHIP 42 SOUTH,
 AJ3532'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3532'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3532'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3532'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3532'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3532'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3532'ROAD ON THE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER 10 AND GO SOUTHERLY
 AJ3532'FOR 6.45 MI (10.38 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AJ3532'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AJ3532'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 20.7 FT (6.3 M)
 AJ3532'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.55 FT
 AJ3532'(0.47 M) SOUTHWEST OF A SFWMD METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2211 ***********************************************************************
 BG2211  DESIGNATION -  60 2 FLHD
 BG2211  PID         -  BG2211
 BG2211  STATE/COUNTY-  FL/WALTON
 BG2211  USGS QUAD   -  FREEPORT (1976)
 BG2211
 BG2211                         *CURRENT SURVEY CONTROL
 BG2211  ___________________________________________________________________
 BG2211* NAD 83(1986)-  30 25 54.     (N)    086 09 13.     (W)     SCALED    
 BG2211* NAVD 88     -         1.083  (meters)       3.55   (feet)  ADJUSTED  
 BG2211  ___________________________________________________________________
 BG2211  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2211  DYNAMIC HT  -           1.081 (meters)       3.55  (feet)  COMP
 BG2211  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BG2211
 BG2211  VERT ORDER  -  FIRST     CLASS II
 BG2211
 BG2211.The horizontal coordinates were scaled from a topographic map and have
 BG2211.an estimated accuracy of +/- 6 seconds.
 BG2211
 BG2211.The orthometric height was determined by differential leveling
 BG2211.and adjusted by the National Geodetic Survey in June 1991..
 BG2211
 BG2211.The geoid height was determined by GEOID03.
 BG2211
 BG2211.The dynamic height is computed by dividing the NAVD 88
 BG2211.geopotential number by the normal gravity value computed on the
 BG2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2211.degrees latitude (g = 980.6199 gals.).
 BG2211
 BG2211.The modeled gravity was interpolated from observed gravity values.
 BG2211
 BG2211;                    North         East    Units  Estimated Accuracy
 BG2211;SPC FL N     -   159,850.      441,160.      MT  (+/- 180 meters Scaled)
 BG2211
 BG2211                          SUPERSEDED SURVEY CONTROL
 BG2211
 BG2211  NGVD 29 (??/??/92)    1.193  (m)            3.91   (f) ADJ UNCH    1 2
 BG2211
 BG2211.Superseded values are not recommended for survey control.
 BG2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2211.See file dsdata.txt to determine how the superseded data were derived.
 BG2211
 BG2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU812669(NAD 83)
 BG2211_MARKER: DD = SURVEY DISK
 BG2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2211_STAMPING: 60-2 3.94
 BG2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2211+STABILITY: SURFACE MOTION
 BG2211
 BG2211  HISTORY     - Date     Condition        Report By
 BG2211  HISTORY     - UNK      MONUMENTED       FLHD
 BG2211  HISTORY     - 1957     GOOD             NGS
 BG2211  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2211  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 BG2211
 BG2211                          STATION DESCRIPTION
 BG2211
 BG2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG2211'5.8 MI S FROM FREEPORT.
 BG2211'1.05 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 BG2211'U.S. HIGHWAY 331 NORTH AT FREEPORT, THENCE ABOUT 4.8 MILES
 BG2211'SOUTH ALONG U.S. HIGHWAY 331, ABOUT 1.45 MILE NORTH OF NORTH
 BG2211'END OF BRIDGE OVER CHOCTAWHATCHEE BAY, 151 FEET WEST OF CENTER
 BG2211'LINE OF HIGHWAY, IN SECTION 4, T 2 S, R 19 W, 125 FEET NORTHEAST
 BG2211'OF NORTHEAST CORNER OF EAST END OF A SMALL BOAT CANAL, 94 1/2
 BG2211'FEET NORTH OF NORTHWEST CORNER OF A SERVICE STATION AND SPORTING
 BG2211'GOODS STORE, 34 1/2 FEET WEST OF NORTHWEST CORNER OF A RESTURANT,
 BG2211'9 FEET SOUTH OF CENTER LINE OF A DRIVE WEST TO A GROUP OF
 BG2211'COTTAGES, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 BG2211'OF A CONCRETE POST PROJECTING 1 INCH.
 BG2211
 BG2211                          STATION RECOVERY (1990)
 BG2211
 BG2211'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2211'MARK NOT FOUND.
 BG2211
 BG2211                          STATION RECOVERY (1997)
 BG2211
 BG2211'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6749 ***********************************************************************
 DF6749  DESIGNATION -  60 46
 DF6749  PID         -  DF6749
 DF6749  STATE/COUNTY-  FL/OSCEOLA
 DF6749  USGS QUAD   -  ST CLOUD NORTH (1987)
 DF6749
 DF6749                         *CURRENT SURVEY CONTROL
 DF6749  ___________________________________________________________________
 DF6749* NAD 83(1986)-  28 18 07.     (N)    081 19 18.     (W)     SCALED    
 DF6749* NAVD 88     -        18.187  (meters)      59.67   (feet)  ADJUSTED  
 DF6749  ___________________________________________________________________
 DF6749  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DF6749  DYNAMIC HT  -          18.160 (meters)      59.58  (feet)  COMP
 DF6749  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 DF6749
 DF6749  VERT ORDER  -  SECOND    CLASS I
 DF6749
 DF6749.The horizontal coordinates were scaled from a topographic map and have
 DF6749.an estimated accuracy of +/- 6 seconds.
 DF6749
 DF6749.The orthometric height was determined by differential leveling
 DF6749.and adjusted by the National Geodetic Survey in April 2004..
 DF6749
 DF6749.The geoid height was determined by GEOID03.
 DF6749
 DF6749.The dynamic height is computed by dividing the NAVD 88
 DF6749.geopotential number by the normal gravity value computed on the
 DF6749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6749.degrees latitude (g = 980.6199 gals.).
 DF6749
 DF6749.The modeled gravity was interpolated from observed gravity values.
 DF6749
 DF6749;                    North         East    Units  Estimated Accuracy
 DF6749;SPC FL E     -   439,710.      168,450.      MT  (+/- 180 meters Scaled)
 DF6749
 DF6749                          SUPERSEDED SURVEY CONTROL
 DF6749
 DF6749.No superseded survey control is available for this station.
 DF6749
 DF6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM684306(NAD 83)
 DF6749_MARKER: DD = SURVEY DISK
 DF6749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF6749_SP_SET: HEADWALL
 DF6749_STAMPING: 60 XX46
 DF6749_MARK LOGO: FLDT  
 DF6749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6749+STABILITY: SURFACE MOTION
 DF6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6749+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6749
 DF6749  HISTORY     - Date     Condition        Report By
 DF6749  HISTORY     - UNK      MONUMENTED       FLDT
 DF6749  HISTORY     - 20010628 GOOD             FLDEP
 DF6749
 DF6749                          STATION DESCRIPTION
 DF6749
 DF6749'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6749'THE MARK IS ABOUT 5.0 MI NORTHWEST OF ST. CLOUD, IN SECTION 21,
 DF6749'TOWNSHIP 25 SOUTH, RANGE
 DF6749'30 EAST.
 DF6749' 
 DF6749'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6749'STREET) AND
 DF6749'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6749'523 (VERMONT
 DF6749'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6749'ON LAKESHORE
 DF6749'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 2.1 MI TO THE
 DF6749'JUNCTION OF EAST
 DF6749'LAKESHORE BOULEVARD ON THE RIGHT, TURN RIGHT ON EAST LAKESHORE
 DF6749'BOULEVARD AND GO
 DF6749'NORTH FOR 1.65 MI TO THE MARK ON THE RIGHT, SET IN THE APPROXIMATE
 DF6749'CENTER OF A HEADWALL
 DF6749'ABOUT LEVEL WITH EAST LAKESHORE BOULEVARD.
 DF6749' 
 DF6749'LOCATED 114.0 FT SOUTH OF A DRIVEWAY, 42.4 FT EAST OF THE CENTERLINE
 DF6749'OF EAST LAKESHORE
 DF6749'BOULEVARD, 24.0 FT SOUTH OF THE NORTH END OF A HEADWALL AND 19.4 FT
 DF6749'EAST OF A GUARD RAIL.
 DF6749' 
 DF6749'NOTE THE STAMPING OF THE MARK IS 60 44 46, (THE (44) IS STAMPED
 DF6749'SIDEWAYS AND X-OUT).
 DF6749' 
 DF6749' 
 DF6749'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2458 ***********************************************************************
 BG2458  DESIGNATION -  60 70 D 10 FLDT
 BG2458  PID         -  BG2458
 BG2458  STATE/COUNTY-  FL/WALTON
 BG2458  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2458
 BG2458                         *CURRENT SURVEY CONTROL
 BG2458  ___________________________________________________________________
 BG2458* NAD 83(1990)-  30 16 33.77310(N)    086 00 14.22077(W)     ADJUSTED  
 BG2458* NAVD 88     -         9.424  (meters)      30.92   (feet)  ADJUSTED  
 BG2458  ___________________________________________________________________
 BG2458  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BG2458  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2458  DYNAMIC HT  -           9.411 (meters)      30.88  (feet)  COMP
 BG2458  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 BG2458
 BG2458  HORZ ORDER  -  SECOND
 BG2458  VERT ORDER  -  SECOND    CLASS II
 BG2458
 BG2458.The horizontal coordinates were established by classical geodetic methods
 BG2458.and adjusted by the National Geodetic Survey in May 1991..
 BG2458
 BG2458.The orthometric height was determined by differential leveling
 BG2458.and adjusted by the National Geodetic Survey in June 1991..
 BG2458
 BG2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2458
 BG2458.The geoid height was determined by GEOID03.
 BG2458
 BG2458.The dynamic height is computed by dividing the NAVD 88
 BG2458.geopotential number by the normal gravity value computed on the
 BG2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2458.degrees latitude (g = 980.6199 gals.).
 BG2458
 BG2458.The modeled gravity was interpolated from observed gravity values.
 BG2458
 BG2458;                    North         East     Units Scale Factor Converg.
 BG2458;SPC FL N     -   142,401.250   455,304.135   MT  0.99995023   -0 45 20.8
 BG2458;SPC FL N     -   467,194.77  1,493,776.98   sFT  0.99995023   -0 45 20.8
 BG2458;UTM  16      - 3,349,794.220   595,802.094   MT  0.99971323   +0 30 08.0
 BG2458
 BG2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2458!SPC FL N     -   1.00000286  x   0.99995023  =   0.99995309
 BG2458!UTM  16      -   1.00000286  x   0.99971323  =   0.99971608
 BG2458
 BG2458:                Primary Azimuth Mark                     Grid Az
 BG2458:SPC FL N     -  60 70 D 11 FLDT                          118 53 57.1
 BG2458:UTM  16      -  60 70 D 11 FLDT                          117 38 28.3
 BG2458
 BG2458|---------------------------------------------------------------------|
 BG2458| PID    Reference Object                     Distance      Geod. Az  |
 BG2458|                                                           dddmmss.s |
 BG2458| BE1366 60 70 D 11 FLDT                     459.736 METERS 1180836.3 |
 BG2458|---------------------------------------------------------------------|
 BG2458
 BG2458                          SUPERSEDED SURVEY CONTROL
 BG2458
 BG2458  NAD 83(1986)-  30 16 33.78503(N)    086 00 14.22970(W) AD(       ) 2
 BG2458  NAD 27      -  30 16 33.05936(N)    086 00 14.45277(W) AD(       ) 2
 BG2458  NGVD 29 (07/19/86)    9.62   (m)           31.6    (f) LEVELING    3  
 BG2458
 BG2458.Superseded values are not recommended for survey control.
 BG2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2458.See file dsdata.txt to determine how the superseded data were derived.
 BG2458
 BG2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9580249794(NAD 83)
 BG2458_MARKER: DD = SURVEY DISK
 BG2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2458_STAMPING: 60 70 D10
 BG2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2458+STABILITY: SURFACE MOTION
 BG2458
 BG2458  HISTORY     - Date     Condition        Report By
 BG2458  HISTORY     - 1976     MONUMENTED       FLDT
 BG2458  HISTORY     - 1976     GOOD             FLDT
 BG2458
 BG2458                          STATION DESCRIPTION
 BG2458
 BG2458'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2458'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2458'AND ABOUT 21-1/2 MILES WEST-NORTHWEST OF PANAMA CITY ON THE SOUTH
 BG2458'SIDE OF U.S. ROUTE 98.
 BG2458'
 BG2458'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2458'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2458'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2458'1.8 MILES TO ORANGE STREET AND STATION ON THE LEFT.
 BG2458'
 BG2458'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2458'BRASS DISK, STAMPED 60 70 D10, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2458'CONCRETE MONUMENT THAT IS 7 INCHES BELOW THE GROUND.  IT IS 10.8
 BG2458'FEET NORTHEAST OF A METAL WITNESS POST, 19.8 FEET NORTHEAST OF A
 BG2458'BURIED CABLE MARKER, 20.7 FEET WEST OF CENTER OF ORANGE STREET
 BG2458'AND 28.0 FEET SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2458
 BG2458                          STATION RECOVERY (1976)
 BG2458
 BG2458'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2458'7.8 MI W FROM WEST PANAMA CITY BEACH.
 BG2458'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2458'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2458'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.8 MILES TO ORANGE STREET AND
 BG2458'STATION MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2458'MONUMENT THAT IS 7 INCHES BELOW THE GROUND.  IT IS 28.0 FEET SOUTHWEST
 BG2458'OF CENTER OF U.S. ROUTE 98, 20.7 FEET WEST OF CENTER OF ORANGE STREET,
 BG2458'19.8 FEET NORTHEAST OF A BURIED CABLE MARKER AND 10.8 FEET NORTHEAST
 BG2458'OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1366 ***********************************************************************
 BE1366  DESIGNATION -  60 70 D 11 FLDT
 BE1366  PID         -  BE1366
 BE1366  STATE/COUNTY-  FL/WALTON
 BE1366  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1366
 BE1366                         *CURRENT SURVEY CONTROL
 BE1366  ___________________________________________________________________
 BE1366* NAD 83(1990)-  30 16 26.73087(N)    085 59 59.05373(W)     ADJUSTED  
 BE1366* NAVD 88     -         4.864  (meters)      15.96   (feet)  ADJUSTED  
 BE1366  ___________________________________________________________________
 BE1366  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BE1366  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1366  DYNAMIC HT  -           4.858 (meters)      15.94  (feet)  COMP
 BE1366  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 BE1366
 BE1366  HORZ ORDER  -  SECOND
 BE1366  VERT ORDER  -  SECOND    CLASS II
 BE1366
 BE1366.The horizontal coordinates were established by classical geodetic methods
 BE1366.and adjusted by the National Geodetic Survey in May 1991..
 BE1366
 BE1366.The orthometric height was determined by differential leveling
 BE1366.and adjusted by the National Geodetic Survey in June 1991..
 BE1366
 BE1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1366
 BE1366.The geoid height was determined by GEOID03.
 BE1366
 BE1366.The dynamic height is computed by dividing the NAVD 88
 BE1366.geopotential number by the normal gravity value computed on the
 BE1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1366.degrees latitude (g = 980.6199 gals.).
 BE1366
 BE1366.The modeled gravity was interpolated from observed gravity values.
 BE1366
 BE1366;                    North         East     Units Scale Factor Converg.
 BE1366;SPC FL N     -   142,179.085   455,706.601   MT  0.99995016   -0 45 13.2
 BE1366;SPC FL N     -   466,465.88  1,495,097.41   sFT  0.99995016   -0 45 13.2
 BE1366;UTM  16      - 3,349,580.994   596,209.244   MT  0.99971419   +0 30 15.5
 BE1366
 BE1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1366!SPC FL N     -   1.00000357  x   0.99995016  =   0.99995373
 BE1366!UTM  16      -   1.00000357  x   0.99971419  =   0.99971776
 BE1366
 BE1366|---------------------------------------------------------------------|
 BE1366| PID    Reference Object                     Distance      Geod. Az  |
 BE1366|                                                           dddmmss.s |
 BE1366| BE3749 60 70 D12                           256.910 METERS 08316     |
 BE1366| BG2458 60 70 D 10 FLDT                     459.736 METERS 2980843.9 |
 BE1366|---------------------------------------------------------------------|
 BE1366
 BE1366                          SUPERSEDED SURVEY CONTROL
 BE1366
 BE1366  NAD 83(1986)-  30 16 26.74275(N)    085 59 59.06267(W) AD(       ) 2
 BE1366  NAD 27      -  30 16 26.01694(N)    085 59 59.28614(W) AD(       ) 2
 BE1366  NGVD 29 (07/19/86)    5.06   (m)           16.6    (f) LEVELING    3  
 BE1366
 BE1366.Superseded values are not recommended for survey control.
 BE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1366.See file dsdata.txt to determine how the superseded data were derived.
 BE1366
 BE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9620949581(NAD 83)
 BE1366_MARKER: DD = SURVEY DISK
 BE1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1366_STAMPING: 60 70 D11
 BE1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1366+STABILITY: SURFACE MOTION
 BE1366
 BE1366  HISTORY     - Date     Condition        Report By
 BE1366  HISTORY     - 1976     MONUMENTED       FLDT
 BE1366  HISTORY     - 1976     GOOD             FLDT
 BE1366
 BE1366                          STATION DESCRIPTION
 BE1366
 BE1366'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1366'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SANTA ROSA BEACH
 BE1366'AND ABOUT 21-1/2 MILES WEST-NORTHWEST OF PANAMA CITY ON THE SOUTH
 BE1366'SIDE OF U.S. ROUTE 98.
 BE1366'
 BE1366'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1366'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE1366'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BE1366'FOR 1.6 MILES TO LAKE SHORE DRIVE AND STATION ON THE LEFT.
 BE1366'
 BE1366'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1366'BRASS DISK, STAMPED 60 70 D11, SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1366'CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE GROUND.  IT IS 1.0
 BE1366'FOOT WEST OF A METAL WITNESS POST, 20.5 FEET EAST OF CENTER OF
 BE1366'LAKE SHORE DRIVE AND 55.0 FEET SOUTHEAST OF INTERSECTION OF
 BE1366'LAKESHORE DRIVE AND U.S. ROUTE 98.
 BE1366
 BE1366                          STATION RECOVERY (1976)
 BE1366
 BE1366'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1366'7.6 MI W FROM WEST PANAMA CITY BEACH.
 BE1366'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1366'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1366'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.6 MILES AND STATION.  WHICH IS
 BE1366'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1366'ABOVE THE GROUND.  IT IS 55.0 FEET SOUTHEAST OF CENTER OF INTERSECTION
 BE1366'OF U.S. ROUTE 98 AND LAKESHORE DRIVE, 20.5 FEET EAST OF CENTER OF
 BE1366'LAKESHORE DRIVE AND 1.0 FOOT WEST OF A METAL WITNESS POST. SECTION 36,
 BE1366'T 2S, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3749 ***********************************************************************
 BE3749  DESIGNATION -  60 70 D12
 BE3749  PID         -  BE3749
 BE3749  STATE/COUNTY-  FL/WALTON
 BE3749  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE3749
 BE3749                         *CURRENT SURVEY CONTROL
 BE3749  ___________________________________________________________________
 BE3749* NAD 83(1990)-  30 16 27.70868(N)    085 59 49.50785(W)     ADJUSTED  
 BE3749* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 BE3749  ___________________________________________________________________
 BE3749  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BE3749  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3749
 BE3749  HORZ ORDER  -  SECOND
 BE3749  VERT ORDER  -  THIRD ? (See Below)
 BE3749
 BE3749.The horizontal coordinates were established by classical geodetic methods
 BE3749.and adjusted by the National Geodetic Survey in May 1991..
 BE3749
 BE3749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3749.The vertical order pertains to the NGVD 29 superseded value.
 BE3749
 BE3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3749
 BE3749.The geoid height was determined by GEOID03.
 BE3749
 BE3749;                    North         East     Units Scale Factor Converg.
 BE3749;SPC FL N     -   142,205.838   455,962.102   MT  0.99995017   -0 45 08.4
 BE3749;SPC FL N     -   466,553.65  1,495,935.66   sFT  0.99995017   -0 45 08.4
 BE3749;UTM  16      - 3,349,613.343   596,464.035   MT  0.99971480   +0 30 20.3
 BE3749
 BE3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3749!SPC FL N     -   1.00000373  x   0.99995017  =   0.99995390
 BE3749!UTM  16      -   1.00000373  x   0.99971480  =   0.99971853
 BE3749
 BE3749:                Primary Azimuth Mark                     Grid Az
 BE3749:SPC FL N     -  46 70 D 13 FLDT                          075 33 43.9
 BE3749:UTM  16      -  46 70 D 13 FLDT                          074 18 15.2
 BE3749
 BE3749|---------------------------------------------------------------------|
 BE3749| PID    Reference Object                     Distance      Geod. Az  |
 BE3749|                                                           dddmmss.s |
 BE3749| BE1365 46 70 D 13 FLDT                     APPROX. 0.7 KM 0744835.5 |
 BE3749| BE1366 60 70 D 11 FLDT                     256.910 METERS 26316     |
 BE3749|---------------------------------------------------------------------|
 BE3749
 BE3749                          SUPERSEDED SURVEY CONTROL
 BE3749
 BE3749  NAD 83(1986)-  30 16 27.72053(N)    085 59 49.51676(W) AD(       ) 2
 BE3749  NAD 27      -  30 16 26.99478(N)    085 59 49.74052(W) AD(       ) 2
 BE3749  NGVD 29 (07/19/86)    3.96   (m)           13.0    (f) LEVELING    3  
 BE3749
 BE3749.Superseded values are not recommended for survey control.
 BE3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3749.See file dsdata.txt to determine how the superseded data were derived.
 BE3749
 BE3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9646449613(NAD 83)
 BE3749_MARKER: DD = SURVEY DISK
 BE3749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3749+STABILITY: SURFACE MOTION
 BE3749
 BE3749  HISTORY     - Date     Condition        Report By
 BE3749  HISTORY     - 1976     MONUMENTED       FLDT
 BE3749
 BE3749                          STATION DESCRIPTION
 BE3749
 BE3749'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE3749'STATION IS LOCATED ABOUT 15-1/2 MILES SOUTHEAST OF SANTA ROSA
 BE3749'BEACH AND ABOUT 21 MILES WEST-NORTHWEST OF PANAMA CITY, ON THE
 BE3749'NORTHEAST SIDE OF U.S. ROUTE 98 NEAR THE BEE HIVE RESTAURANT.
 BE3749'
 BE3749'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE3749'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE3749'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BE3749'1.4 MILES TO STATION ON THE RIGHT.
 BE3749'
 BE3749'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE3749'BRASS DISK, STAMPED 60 70 D12, SET IN THE TOP OF A 4 INCH X 4 INCH
 BE3749'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS 22.5 FEET
 BE3749'SOUTHWEST OF A METAL WITNESS POST, 24.0 FEET NORTHEAST OF
 BE3749'CENTERLINE OF U.S. ROUTE 98, 39.6 FEET SOUTH OF A POWER POLE, 43.0
 BE3749'FEET SOUTH OF A FIRE PLUG AND 62.0 FEET SOUTHEAST OF SOUTHEAST
 BE3749'END OF A PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2342 ***********************************************************************
 BG2342  DESIGNATION -  60 70 E 01 FLDT
 BG2342  PID         -  BG2342
 BG2342  STATE/COUNTY-  FL/WALTON
 BG2342  USGS QUAD   -  DESTIN (1994)
 BG2342
 BG2342                         *CURRENT SURVEY CONTROL
 BG2342  ___________________________________________________________________
 BG2342* NAD 83(1990)-  30 22 41.88293(N)    086 23 12.04568(W)     ADJUSTED  
 BG2342* NAVD 88     -         7.168  (meters)      23.52   (feet)  POSTED    
 BG2342  ___________________________________________________________________
 BG2342  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BG2342  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG2342  DYNAMIC HT  -           7.160 (meters)      23.49  (feet)  COMP
 BG2342  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BG2342
 BG2342  HORZ ORDER  -  SECOND
 BG2342  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2342
 BG2342.The horizontal coordinates were established by classical geodetic methods
 BG2342.and adjusted by the National Geodetic Survey in May 1991..
 BG2342
 BG2342.The orthometric height was determined by differential leveling
 BG2342.and adjusted by the National Geodetic Survey in 1992..
 BG2342.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2342.rate of 0.0 thru 1.0 mm/km.
 BG2342
 BG2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2342
 BG2342.The geoid height was determined by GEOID03.
 BG2342
 BG2342.The dynamic height is computed by dividing the NAVD 88
 BG2342.geopotential number by the normal gravity value computed on the
 BG2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2342.degrees latitude (g = 980.6199 gals.).
 BG2342
 BG2342.The modeled gravity was interpolated from observed gravity values.
 BG2342
 BG2342;                    North         East     Units Scale Factor Converg.
 BG2342;SPC FL N     -   154,282.206   418,672.135   MT  0.99995519   -0 56 53.2
 BG2342;SPC FL N     -   506,174.20  1,373,593.50   sFT  0.99995519   -0 56 53.2
 BG2342;UTM  16      - 3,360,864.859   558,928.264   MT  0.99964284   +0 18 36.6
 BG2342
 BG2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2342!SPC FL N     -   1.00000317  x   0.99995519  =   0.99995836
 BG2342!UTM  16      -   1.00000317  x   0.99964284  =   0.99964601
 BG2342
 BG2342:                Primary Azimuth Mark                     Grid Az
 BG2342:SPC FL N     -  60 76 A04                                098 21 22.8
 BG2342:UTM  16      -  60 76 A04                                097 05 53.0
 BG2342
 BG2342|---------------------------------------------------------------------|
 BG2342| PID    Reference Object                     Distance      Geod. Az  |
 BG2342|                                                           dddmmss.s |
 BG2342| BG2343 60 76 A04                           APPROX. 0.8 KM 0972429.6 |
 BG2342|---------------------------------------------------------------------|
 BG2342
 BG2342                          SUPERSEDED SURVEY CONTROL
 BG2342
 BG2342  NAD 83(1986)-  30 22 41.89936(N)    086 23 12.05369(W) AD(       ) 2
 BG2342  NAD 27      -  30 22 41.17708(N)    086 23 12.24079(W) AD(       ) 2
 BG2342  NGVD 29 (07/19/86)    7.30   (m)           24.0    (f) LEVELING    3  
 BG2342
 BG2342.Superseded values are not recommended for survey control.
 BG2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2342.See file dsdata.txt to determine how the superseded data were derived.
 BG2342
 BG2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5892860865(NAD 83)
 BG2342_MARKER: DD = SURVEY DISK
 BG2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2342_STAMPING: 60 70 E01
 BG2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2342+STABILITY: SURFACE MOTION
 BG2342
 BG2342  HISTORY     - Date     Condition        Report By
 BG2342  HISTORY     - 1976     MONUMENTED       FLDT
 BG2342  HISTORY     - 1976     GOOD             FLDT
 BG2342  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2342  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 BG2342  HISTORY     - 19990406 GOOD             USPSQD
 BG2342  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2342
 BG2342                          STATION DESCRIPTION
 BG2342
 BG2342'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2342'STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF SANTA ROSA BEACH
 BG2342'AND ABOUT 14-1/2 MILES EAST-SOUTHEAST OF FORT WALTON BEACH,
 BG2342'ON THE NORTH SIDE OF U.S. ROUTE 98.
 BG2342'
 BG2342'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2342'U.S. ROUTE 98 FOR 6.6 MILES TO THE OKALOOSA-WALTON COUNTY
 BG2342'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 0.6 MILE TO STATION
 BG2342'ON LEFT, AS DESCRIBED.
 BG2342'
 BG2342'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2342'BRASS DISK, STAMPED 60 70 E01, SET IN THE TOP OF A 4 INCH X 4
 BG2342'INCH CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 BG2342'IS 16.8 FEET NORTH OF CENTER OF U.S. ROUTE 98, 34.4 FEET SOUTH
 BG2342'OF A 4 INCH X 4 INCH CONCRETE PROPERTY MARKER, 41.4 FEET
 BG2342'SOUTHWEST OF A WATER METER AND 69 FEET EAST OF CENTER OF A
 BG2342'GRADED ROAD.
 BG2342
 BG2342                          STATION RECOVERY (1976)
 BG2342
 BG2342'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2342'7.25 MI E FROM DESTIN.
 BG2342'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2342'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2342'U.S. ROUTE 98 FOR ABOUT .65 MILE TO STATION.  WHICH IS SET IN THE TOP
 BG2342'OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 BG2342'34.3 FEET SOUTH OF A CONCRETE MONUMENT, 69.0 FEET EAST OF CENTER OF A
 BG2342'GRAVEL ROAD, 41.4 FEET SOUTHWEST OF A WATER METER AND 16.8 FEET NORTH
 BG2342'OF CENTER OF U.S. ROUTE 98.  SECTION 30, T 2S, R 21W.
 BG2342
 BG2342                          STATION RECOVERY (1989)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2342'MARK NOT FOUND.
 BG2342
 BG2342                          STATION RECOVERY (1996)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2342'MARK NOT FOUND.
 BG2342
 BG2342                          STATION RECOVERY (1999)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 1999
 BG2342'RECOVERED IN GOOD CONDITION.
 BG2342
 BG2342                          STATION RECOVERY (2004)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2342'STATION POSSIBLY LOST DUE TO SURFACED PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2415 ***********************************************************************
 BG2415  DESIGNATION -  60 70 E 02 FLDT
 BG2415  PID         -  BG2415
 BG2415  STATE/COUNTY-  FL/WALTON
 BG2415  USGS QUAD   -  DESTIN (1994)
 BG2415
 BG2415                         *CURRENT SURVEY CONTROL
 BG2415  ___________________________________________________________________
 BG2415* NAD 83(1986)-  30 22 38.     (N)    086 22 43.     (W)     SCALED    
 BG2415* NAVD 88     -         7.684  (meters)      25.21   (feet)  POSTED    
 BG2415  ___________________________________________________________________
 BG2415  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2415  DYNAMIC HT  -           7.670 (meters)      25.16  (feet)  COMP
 BG2415  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BG2415
 BG2415  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2415
 BG2415.The horizontal coordinates were scaled from a topographic map and have
 BG2415.an estimated accuracy of +/- 6 seconds.
 BG2415
 BG2415.The orthometric height was determined by differential leveling
 BG2415.and adjusted by the National Geodetic Survey in 1992..
 BG2415.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2415.rate of 0.0 thru 1.0 mm/km.
 BG2415
 BG2415.The geoid height was determined by GEOID03.
 BG2415
 BG2415.The dynamic height is computed by dividing the NAVD 88
 BG2415.geopotential number by the normal gravity value computed on the
 BG2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2415.degrees latitude (g = 980.6199 gals.).
 BG2415
 BG2415.The modeled gravity was interpolated from observed gravity values.
 BG2415
 BG2415;                    North         East    Units  Estimated Accuracy
 BG2415;SPC FL N     -   154,150.      419,450.      MT  (+/- 180 meters Scaled)
 BG2415
 BG2415                          SUPERSEDED SURVEY CONTROL
 BG2415
 BG2415.No superseded survey control is available for this station.
 BG2415
 BG2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU597607(NAD 83)
 BG2415_MARKER: DD = SURVEY DISK
 BG2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2415_STAMPING: 60 70 E02
 BG2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2415+STABILITY: SURFACE MOTION
 BG2415
 BG2415  HISTORY     - Date     Condition        Report By
 BG2415  HISTORY     - UNK      MONUMENTED       FLDT
 BG2415  HISTORY     - 1976     GOOD             FLDT
 BG2415  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2415  HISTORY     - 19971218 MARK NOT FOUND   USPSQD
 BG2415  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2415
 BG2415                          STATION DESCRIPTION
 BG2415
 BG2415'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2415'7.75 MI E FROM DESTIN.
 BG2415'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2415'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2415'U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND REFERENCE MARK.  WHICH IS SET
 BG2415'IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 6 INCHES BELOW
 BG2415'GROUND.  IT IS 47.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BG2415'LIGHT HOUSE LOUNGE BUILDING, 38.0 FEET NORTH OF CENTER OF U.S. ROUTE
 BG2415'98 AND 20.1 FEET EAST OF A POWER POLE.  SECTION 29, T 2S, R 21W.
 BG2415
 BG2415                          STATION RECOVERY (1989)
 BG2415
 BG2415'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2415'MARK NOT FOUND.
 BG2415
 BG2415                          STATION RECOVERY (1997)
 BG2415
 BG2415'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2415'MARK NOT FOUND.
 BG2415
 BG2415                          STATION RECOVERY (2004)
 BG2415
 BG2415'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2344 ***********************************************************************
 BG2344  DESIGNATION -  60 70 E 03 FLDT
 BG2344  PID         -  BG2344
 BG2344  STATE/COUNTY-  FL/WALTON
 BG2344  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG2344
 BG2344                         *CURRENT SURVEY CONTROL
 BG2344  ___________________________________________________________________
 BG2344* NAD 83(1990)-  30 22 32.27733(N)    086 22 07.71933(W)     ADJUSTED  
 BG2344* NAVD 88     -         5.870  (meters)      19.26   (feet)  POSTED    
 BG2344  ___________________________________________________________________
 BG2344  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BG2344  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2344  DYNAMIC HT  -           5.860 (meters)      19.23  (feet)  COMP
 BG2344  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BG2344
 BG2344  HORZ ORDER  -  SECOND
 BG2344  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2344
 BG2344.The horizontal coordinates were established by classical geodetic methods
 BG2344.and adjusted by the National Geodetic Survey in May 1991..
 BG2344
 BG2344.The orthometric height was determined by differential leveling
 BG2344.and adjusted by the National Geodetic Survey in 1992..
 BG2344.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2344.rate of 0.0 thru 1.0 mm/km.
 BG2344
 BG2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2344
 BG2344.The geoid height was determined by GEOID03.
 BG2344
 BG2344.The dynamic height is computed by dividing the NAVD 88
 BG2344.geopotential number by the normal gravity value computed on the
 BG2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2344.degrees latitude (g = 980.6199 gals.).
 BG2344
 BG2344.The modeled gravity was interpolated from observed gravity values.
 BG2344
 BG2344;                    North         East     Units Scale Factor Converg.
 BG2344;SPC FL N     -   153,958.180   420,384.459   MT  0.99995502   -0 56 20.9
 BG2344;SPC FL N     -   505,111.13  1,379,211.35   sFT  0.99995502   -0 56 20.9
 BG2344;UTM  16      - 3,360,578.602   560,646.756   MT  0.99964537   +0 19 09.1
 BG2344
 BG2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2344!SPC FL N     -   1.00000338  x   0.99995502  =   0.99995840
 BG2344!UTM  16      -   1.00000338  x   0.99964537  =   0.99964874
 BG2344
 BG2344:                Primary Azimuth Mark                     Grid Az
 BG2344:SPC FL N     -  60 76 A05                                097 10 46.2
 BG2344:UTM  16      -  60 76 A05                                095 55 16.2
 BG2344
 BG2344|---------------------------------------------------------------------|
 BG2344| PID    Reference Object                     Distance      Geod. Az  |
 BG2344|                                                           dddmmss.s |
 BG2344| BG2345 60 76 A05                           APPROX. 0.6 KM 0961425.3 |
 BG2344|---------------------------------------------------------------------|
 BG2344
 BG2344                          SUPERSEDED SURVEY CONTROL
 BG2344
 BG2344  NAD 83(1986)-  30 22 32.29349(N)    086 22 07.72740(W) AD(       ) 2
 BG2344  NAD 27      -  30 22 31.57224(N)    086 22 07.91644(W) AD(       ) 2
 BG2344  NGVD 29 (07/19/86)    6.00   (m)           19.7    (f) LEVELING    3  
 BG2344
 BG2344.Superseded values are not recommended for survey control.
 BG2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2344.See file dsdata.txt to determine how the superseded data were derived.
 BG2344
 BG2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6064760579(NAD 83)
 BG2344_MARKER: DD = SURVEY DISK
 BG2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2344_STAMPING: 60 70 E03
 BG2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2344+STABILITY: SURFACE MOTION
 BG2344
 BG2344  HISTORY     - Date     Condition        Report By
 BG2344  HISTORY     - 1976     MONUMENTED       FLDT
 BG2344  HISTORY     - 1976     GOOD             FLDT
 BG2344  HISTORY     - 1989     GOOD             USPSQD
 BG2344  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2344  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2344
 BG2344                          STATION DESCRIPTION
 BG2344
 BG2344'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2344'STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF SANTA ROSA BEACH
 BG2344'AND ABOUT 15-1/2 MILES EAST-SOUTHEAST OF FORT WALTON BEACH,
 BG2344'ON THE SOUTH SIDE OF U.S. ROUTE 98.
 BG2344'
 BG2344'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2344'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2344'CONTINUE EAST ON U.S. ROUTE 98 FOR 1.7 MILES TO STATION ON
 BG2344'THE RIGHT.
 BG2344'
 BG2344'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2344'BRASS DISK, STAMPED 60 70 E03, SET IN THE TOP OF A 4 INCH X 4
 BG2344'INCH CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND.  IT
 BG2344'IS 2.5 FEET NORTH OF A METAL WITNESS POST, 24.3 FEET SOUTH OF
 BG2344'CENTERLINE OF U.S. ROUTE 98, 93.5 FEET WEST OF NORTHWEST
 BG2344'CORNER OF A FRAME HOUSE AND 144.4 FEET WEST OF POWER POLE
 BG2344'NUMBER 4108050510.
 BG2344
 BG2344                          STATION RECOVERY (1976)
 BG2344
 BG2344'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2344'8.35 MI E FROM DESTIN.
 BG2344'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2344'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2344'U.S. ROUTE 98 FOR ABOUT 1.75 MILES AND STATION.  WHICH IS SET IN THE
 BG2344'TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 12 INCHES BELOW GROUND.
 BG2344'IT IS 144.4 FEET WEST OF POWER POLE NO. 4108050510, 93.5 FEET WEST OF
 BG2344'THE NORTHWEST CORNER OF A FRAME RESIDENCE, 24.3 FEET SOUTH OF CENTER
 BG2344'OF U.S. ROUTE 98 AND 2.5 FEET NORTH OF A METAL WITNESS POST.  SECTION
 BG2344'29, T 2S, R 21W.
 BG2344
 BG2344                          STATION RECOVERY (1989)
 BG2344
 BG2344'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2344'RECOVERED IN GOOD CONDITION.
 BG2344
 BG2344                          STATION RECOVERY (2004)
 BG2344
 BG2344'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2344'LIKELY LOST DUE TO BEACH EROSION AT SIDE OF HIGHWAY
 BG2344
 BG2344                          STATION RECOVERY (2004)
 BG2344
 BG2344'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2344'STATION LIKELY LOST TO BEACH EROSION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2416 ***********************************************************************
 BG2416  DESIGNATION -  60 70 E 04 FLDT
 BG2416  PID         -  BG2416
 BG2416  STATE/COUNTY-  FL/WALTON
 BG2416  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2416
 BG2416                         *CURRENT SURVEY CONTROL
 BG2416  ___________________________________________________________________
 BG2416* NAD 83(1986)-  30 22 29.     (N)    086 21 46.     (W)     SCALED    
 BG2416* NAVD 88     -         9.969  (meters)      32.71   (feet)  ADJUSTED  
 BG2416  ___________________________________________________________________
 BG2416  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2416  DYNAMIC HT  -           9.956 (meters)      32.66  (feet)  COMP
 BG2416  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BG2416
 BG2416  VERT ORDER  -  SECOND    CLASS II
 BG2416
 BG2416.The horizontal coordinates were scaled from a topographic map and have
 BG2416.an estimated accuracy of +/- 6 seconds.
 BG2416
 BG2416.The orthometric height was determined by differential leveling
 BG2416.and adjusted by the National Geodetic Survey in June 1991..
 BG2416
 BG2416.The geoid height was determined by GEOID03.
 BG2416
 BG2416.The dynamic height is computed by dividing the NAVD 88
 BG2416.geopotential number by the normal gravity value computed on the
 BG2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2416.degrees latitude (g = 980.6199 gals.).
 BG2416
 BG2416.The modeled gravity was interpolated from observed gravity values.
 BG2416
 BG2416;                    North         East    Units  Estimated Accuracy
 BG2416;SPC FL N     -   153,850.      420,960.      MT  (+/- 180 meters Scaled)
 BG2416
 BG2416                          SUPERSEDED SURVEY CONTROL
 BG2416
 BG2416.No superseded survey control is available for this station.
 BG2416
 BG2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU612604(NAD 83)
 BG2416_MARKER: DD = SURVEY DISK
 BG2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2416_STAMPING: 60 70 E04
 BG2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2416+STABILITY: SURFACE MOTION
 BG2416
 BG2416  HISTORY     - Date     Condition        Report By
 BG2416  HISTORY     - 1973     MONUMENTED       FLDT
 BG2416  HISTORY     - 1976     GOOD             FLDT
 BG2416  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2416  HISTORY     - 19940311 GOOD             USPSQD
 BG2416
 BG2416                          STATION DESCRIPTION
 BG2416
 BG2416'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2416'8.7 MI E FROM DESTIN.
 BG2416'FROM THE U.S. POST OFFICE AT DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2416'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2416'U.S. ROUTE 98 FOR ABOUT 2.1 MILES AND REFERENCE MARK.  WHICH IS SET IN
 BG2416'THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 6 INCHES BELOW
 BG2416'GROUND.  IT IS 95.0 FEET WEST OF THE NORTHWEST CORNER OF A GREEN
 BG2416'HOUSE, 25.5 FEET SOUTH OF CENTER OF U.S. ROUTE 98, 14.4 FEET NORTH OF
 BG2416'A FENCE AND 13.9 FEET NORTH OF A METAL WITNESS POST.  SECTION 33, T
 BG2416'2S, R 21W.
 BG2416
 BG2416                          STATION RECOVERY (1989)
 BG2416
 BG2416'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2416'MARK NOT FOUND.
 BG2416
 BG2416                          STATION RECOVERY (1994)
 BG2416
 BG2416'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2339 ***********************************************************************
 BG2339  DESIGNATION -  60 76 A01
 BG2339  PID         -  BG2339
 BG2339  STATE/COUNTY-  FL/WALTON
 BG2339  USGS QUAD   -  DESTIN (1994)
 BG2339
 BG2339                         *CURRENT SURVEY CONTROL
 BG2339  ___________________________________________________________________
 BG2339* NAD 83(1990)-  30 23 05.68485(N)    086 23 22.06459(W)     ADJUSTED  
 BG2339* NAVD 88     -         4.715  (meters)      15.47   (feet)  POSTED    
 BG2339  ___________________________________________________________________
 BG2339  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BG2339  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2339  DYNAMIC HT  -           4.710 (meters)      15.45  (feet)  COMP
 BG2339  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BG2339
 BG2339  HORZ ORDER  -  SECOND
 BG2339  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BG2339
 BG2339.The horizontal coordinates were established by classical geodetic methods
 BG2339.and adjusted by the National Geodetic Survey in May 1991..
 BG2339
 BG2339.The orthometric height was determined by differential leveling
 BG2339.and adjusted by the National Geodetic Survey in 1992..
 BG2339.No vertical observational check was made to the station.
 BG2339.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BG2339.was located on a no-check spur therefore a value was not computed.
 BG2339
 BG2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2339
 BG2339.The geoid height was determined by GEOID03.
 BG2339
 BG2339.The dynamic height is computed by dividing the NAVD 88
 BG2339.geopotential number by the normal gravity value computed on the
 BG2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2339.degrees latitude (g = 980.6199 gals.).
 BG2339
 BG2339.The modeled gravity was interpolated from observed gravity values.
 BG2339
 BG2339;                    North         East     Units Scale Factor Converg.
 BG2339;SPC FL N     -   155,019.461   418,416.829   MT  0.99995562   -0 56 58.2
 BG2339;SPC FL N     -   508,593.01  1,372,755.88   sFT  0.99995562   -0 56 58.2
 BG2339;UTM  16      - 3,361,596.101   558,656.915   MT  0.99964244   +0 18 31.8
 BG2339
 BG2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2339!SPC FL N     -   1.00000356  x   0.99995562  =   0.99995918
 BG2339!UTM  16      -   1.00000356  x   0.99964244  =   0.99964599
 BG2339
 BG2339|---------------------------------------------------------------------|
 BG2339| PID    Reference Object                     Distance      Geod. Az  |
 BG2339|                                                           dddmmss.s |
 BG2339| BG2402 60 76 A01 RM 1                                     08719     |
 BG2339| BG2442 GILLIS                              154.311 METERS 11137     |
 BG2339| CW1691 60 76 A01 RM 2                                     26541     |
 BG2339| BG2340 60 76 A02                           APPROX. 0.7 KM 2703352.8 |
 BG2339|---------------------------------------------------------------------|
 BG2339
 BG2339                          SUPERSEDED SURVEY CONTROL
 BG2339
 BG2339  NAD 83(1986)-  30 23 05.70131(N)    086 23 22.07246(W) AD(       ) 2
 BG2339  NAD 27      -  30 23 04.97955(N)    086 23 22.25960(W) AD(       ) 2
 BG2339  NGVD 29 (07/19/86)    4.85   (m)           15.9    (f) LEVELING    3  
 BG2339
 BG2339.Superseded values are not recommended for survey control.
 BG2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2339.See file dsdata.txt to determine how the superseded data were derived.
 BG2339
 BG2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5865761596(NAD 83)
 BG2339_MARKER: DD = SURVEY DISK
 BG2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2339_STAMPING: 60 76 A01
 BG2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2339+STABILITY: SURFACE MOTION
 BG2339
 BG2339  HISTORY     - Date     Condition        Report By
 BG2339  HISTORY     - 1976     MONUMENTED       FLDT
 BG2339  HISTORY     - 1976     GOOD             FLDT
 BG2339  HISTORY     - 1989     GOOD             USPSQD
 BG2339  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 BG2339  HISTORY     - 20040428 POOR             FLDT
 BG2339
 BG2339                          STATION DESCRIPTION
 BG2339
 BG2339'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2339'STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF SANTA ROSA BEACH
 BG2339'AND ABOUT 14-1/2 MILES EAST-SOUTHEAST OF FORT WALTON BEACH,
 BG2339'ON THE NORTH SIDE OF A POWER LINE.
 BG2339'
 BG2339'TO REACH STATION FROM THE POST OFFICE OF DESTIN.  GO EAST ON
 BG2339'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2339'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 0.05 MILES TO A SAND
 BG2339'ROAD LEFT.  TURN LEFT AND GO NORTH ON SAND ROAD FOR 0.4 MILES TO
 BG2339'POWER LINE AND SAND ROAD.  TURN RIGHT ON SAND ROAD AND GO
 BG2339'EAST FOR 0.4 MILES TO STATION ON THE LEFT.
 BG2339'
 BG2339'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2339'RESOURCES BRASS DISK, STAMPED 60 76 A01, SET IN THE TOP OF A
 BG2339'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2339'9.0 FEET SOUTH OF A METAL WITNESS POST, 51.5 FEET NORTH OF A
 BG2339'POWER LINE, 141.0 FEET NORTHEAST OF POWER POLE NUMBER 30 AND
 BG2339'192.0 FEET WEST OF CENTER OF SAND ROAD LEADING NORTH.
 BG2339'
 BG2339'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2339'TRANSPORTATION BRASS DISK, STAMPED 60 76 A01 RM NO 1, SET IN
 BG2339'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2339'BELOW THE GROUND.  IT IS 4.2 FEET SOUTH OF A METAL WITNESS POST,
 BG2339'54.5 FEET NORTH OF A POWER LINE, 11.5 FEET SOUTHWEST OF A TWIN
 BG2339'FORK PINE TREE AND 181.4 FEET NORTHEAST OF POWER POLE NUMBER 30.
 BG2339'
 BG2339'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2339'TRANSPORTATION BRASS DISK, STAMPED 60 76 A01 RM NO 2, SET IN
 BG2339'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2339'WITH THE TOP OF THE GROUND.  IT IS 1.3 FEET WEST OF A METAL
 BG2339'WITNESS POST, 12.0 FEET NORTH OF CENTER OF A SAND ROAD AND 38.7
 BG2339'FEET NORTH OF POWER POLE NUMBER 30.
 BG2339
 BG2339                          STATION RECOVERY (1976)
 BG2339
 BG2339'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2339'7.45 MI E FROM DESTIN.
 BG2339'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2339'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2339'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2339'MILE TO THE POWER LINE AND A SAND ROAD EAST PARALLELING THE POWER
 BG2339'LINE, THEN GO EAST ON THE SAND ROAD FOR ABOUT 0.4 MILE AND STATION,
 BG2339'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BG2339'GROUND.  IT IS 192.0 FEET WEST OF CENTER OF A TRAIL ROAD LEADING
 BG2339'NORTH, 141.0 FEET NORTHEAST OF POWER POLE NO. 30, 51.5 FEET NORTH OF
 BG2339'THE APPROXIMATE CENTER OF THE POWER LINE AND 9.0 FEET SOUTH OF A METAL
 BG2339'WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2339
 BG2339                          STATION RECOVERY (1989)
 BG2339
 BG2339'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2339'RECOVERED IN GOOD CONDITION.
 BG2339
 BG2339                          STATION RECOVERY (1997)
 BG2339
 BG2339'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2339'MARK NOT FOUND.
 BG2339
 BG2339                          STATION RECOVERY (2004)
 BG2339
 BG2339'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 BG2339'FOUND MONUMENT MISSING BRASS DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2402 ***********************************************************************
 BG2402  DESIGNATION -  60 76 A01 RM 1
 BG2402  PID         -  BG2402
 BG2402  STATE/COUNTY-  FL/WALTON
 BG2402  USGS QUAD   -  DESTIN (1994)
 BG2402
 BG2402                         *CURRENT SURVEY CONTROL
 BG2402  ___________________________________________________________________
 BG2402* NAD 83(1986)-  30 23 06.     (N)    086 23 22.     (W)     SCALED    
 BG2402* NAVD 88     -         4.378  (meters)      14.36   (feet)  POSTED    
 BG2402  ___________________________________________________________________
 BG2402  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2402  DYNAMIC HT  -           4.370 (meters)      14.34  (feet)  COMP
 BG2402  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BG2402
 BG2402  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BG2402
 BG2402.The horizontal coordinates were scaled from a topographic map and have
 BG2402.an estimated accuracy of +/- 6 seconds.
 BG2402
 BG2402.The orthometric height was determined by differential leveling
 BG2402.and adjusted by the National Geodetic Survey in 1992..
 BG2402.No vertical observational check was made to the station.
 BG2402.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BG2402.was located on a no-check spur therefore a value was not computed.
 BG2402
 BG2402.The geoid height was determined by GEOID03.
 BG2402
 BG2402.The dynamic height is computed by dividing the NAVD 88
 BG2402.geopotential number by the normal gravity value computed on the
 BG2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2402.degrees latitude (g = 980.6199 gals.).
 BG2402
 BG2402.The modeled gravity was interpolated from observed gravity values.
 BG2402
 BG2402;                    North         East    Units  Estimated Accuracy
 BG2402;SPC FL N     -   155,030.      418,420.      MT  (+/- 180 meters Scaled)
 BG2402
 BG2402                          SUPERSEDED SURVEY CONTROL
 BG2402
 BG2402.No superseded survey control is available for this station.
 BG2402
 BG2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU586616(NAD 83)
 BG2402_MARKER: DD = SURVEY DISK
 BG2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2402_STAMPING: 60 76 A01 RM NO1
 BG2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2402+STABILITY: SURFACE MOTION
 BG2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG2402+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 BG2402
 BG2402  HISTORY     - Date     Condition        Report By
 BG2402  HISTORY     - 1976     MONUMENTED       FLDT
 BG2402  HISTORY     - 1976     GOOD             FLDT
 BG2402  HISTORY     - 1989     GOOD             USPSQD
 BG2402  HISTORY     - 20040428 GOOD             FLDT
 BG2402
 BG2402                          STATION DESCRIPTION
 BG2402
 BG2402'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2402'7.45 MI E FROM DESTIN.
 BG2402'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2402'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2402'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2402'MILE TO THE POWER LINE AND A SAND ROAD EAST PARALLELING THE POWER
 BG2402'LINE, THEN GO EAST ON THE SAND ROAD FOR ABOUT 0.4 MILE AND REFERENCE
 BG2402'MARK.  WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE
 BG2402'MONUMENT 2 INCHES BELOW GROUND.  IT IS 181.4 FEET NORTHEAST OF POWER
 BG2402'POLE NO. 30, 54.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE POWER
 BG2402'LINE, 11.5 FEET SOUTHWEST OF A FORKED PINE TREE AND 4.2 FEET SOUTH OF
 BG2402'A METAL WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2402
 BG2402                          STATION RECOVERY (1989)
 BG2402
 BG2402'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2402'RECOVERED IN GOOD CONDITION.
 BG2402
 BG2402                          STATION RECOVERY (2004)
 BG2402
 BG2402'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 BG2402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2340 ***********************************************************************
 BG2340  DESIGNATION -  60 76 A02
 BG2340  PID         -  BG2340
 BG2340  STATE/COUNTY-  FL/WALTON
 BG2340  USGS QUAD   -  DESTIN (1994)
 BG2340
 BG2340                         *CURRENT SURVEY CONTROL
 BG2340  ___________________________________________________________________
 BG2340* NAD 83(1990)-  30 23 05.89993(N)    086 23 47.31497(W)     ADJUSTED  
 BG2340* NAVD 88     -         5.561  (meters)      18.24   (feet)  POSTED    
 BG2340  ___________________________________________________________________
 BG2340  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BG2340  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG2340  DYNAMIC HT  -           5.550 (meters)      18.21  (feet)  COMP
 BG2340  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BG2340
 BG2340  HORZ ORDER  -  SECOND
 BG2340  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BG2340
 BG2340.The horizontal coordinates were established by classical geodetic methods
 BG2340.and adjusted by the National Geodetic Survey in May 1991..
 BG2340
 BG2340.The orthometric height was determined by differential leveling
 BG2340.and adjusted by the National Geodetic Survey in 1992..
 BG2340.No vertical observational check was made to the station.
 BG2340.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BG2340.was located on a no-check spur therefore a value was not computed.
 BG2340
 BG2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2340
 BG2340.The geoid height was determined by GEOID03.
 BG2340
 BG2340.The dynamic height is computed by dividing the NAVD 88
 BG2340.geopotential number by the normal gravity value computed on the
 BG2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2340.degrees latitude (g = 980.6199 gals.).
 BG2340
 BG2340.The modeled gravity was interpolated from observed gravity values.
 BG2340
 BG2340;                    North         East     Units Scale Factor Converg.
 BG2340;SPC FL N     -   155,037.275   417,742.935   MT  0.99995562   -0 57 10.9
 BG2340;SPC FL N     -   508,651.46  1,370,544.95   sFT  0.99995562   -0 57 10.9
 BG2340;UTM  16      - 3,361,599.111   557,983.003   MT  0.99964148   +0 18 19.0
 BG2340
 BG2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2340!SPC FL N     -   1.00000342  x   0.99995562  =   0.99995904
 BG2340!UTM  16      -   1.00000342  x   0.99964148  =   0.99964490
 BG2340
 BG2340|---------------------------------------------------------------------|
 BG2340| PID    Reference Object                     Distance      Geod. Az  |
 BG2340|                                                           dddmmss.s |
 BG2340| BG2403 60 76 A02 RM 1                                     04728     |
 BG2340| BG2339 60 76 A01                           APPROX. 0.7 KM 0903340.1 |
 BG2340| BG2341 60 76 A03                           APPROX. 0.6 KM 1820901.3 |
 BG2340| BG2379 60 76 A02 RM 2                                     30917     |
 BG2340|---------------------------------------------------------------------|
 BG2340
 BG2340                          SUPERSEDED SURVEY CONTROL
 BG2340
 BG2340  NAD 83(1986)-  30 23 05.91649(N)    086 23 47.32284(W) AD(       ) 2
 BG2340  NAD 27      -  30 23 05.19426(N)    086 23 47.50936(W) AD(       ) 2
 BG2340  NGVD 29 (07/19/86)    5.70   (m)           18.7    (f) LEVELING    3  
 BG2340
 BG2340.Superseded values are not recommended for survey control.
 BG2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2340.See file dsdata.txt to determine how the superseded data were derived.
 BG2340
 BG2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5798361599(NAD 83)
 BG2340_MARKER: DD = SURVEY DISK
 BG2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2340_STAMPING: 60 76 A02
 BG2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2340+STABILITY: SURFACE MOTION
 BG2340
 BG2340  HISTORY     - Date     Condition        Report By
 BG2340  HISTORY     - 1976     MONUMENTED       FLDT
 BG2340  HISTORY     - 1976     GOOD             FLDT
 BG2340  HISTORY     - 1989     GOOD             USPSQD
 BG2340  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 BG2340  HISTORY     - 20040103 MARK NOT FOUND   USPSQD
 BG2340
 BG2340                          STATION DESCRIPTION
 BG2340
 BG2340'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2340'STATION IS LOCATED ABOUT 10 MILES WEST OF SANTA ROSA BEACH
 BG2340'AND 14 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE NORTH
 BG2340'SIDE OF A POWER LINE.
 BG2340'
 BG2340'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2340'U.S. ROUTE 98 FOR 6.6 MILES TO THE OKALOOSA-WALTON COUNTY
 BG2340'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 0.05 MILE TO A SAND
 BG2340'ROAD, LEFT.  TURN LEFT AND GO NORTH ON THE SAND ROAD FOR 0.4
 BG2340'MILE TO A POWER LINE AND SAND ROAD INTERSECTION.  TURN RIGHT
 BG2340'AND GO EAST ON SAND ROAD FOR 0.05 MILE TO STATION ON LEFT.
 BG2340'
 BG2340'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2340'RESOURCES BRASS DISK, STAMPED 60 76 A02, SET IN THE TOP OF A ROUND
 BG2340'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.2
 BG2340'FEET SOUTH OF A METAL WITNESS POST, 24.6 FEET NORTH OF CENTER
 BG2340'OF A POWER LINE AND 133.0 FEET WEST OF POWER POLE NUMBER 35.
 BG2340'
 BG2340'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2340'TRANSPORTATION BRASS DISK, STAMPED 60 76 A02 RM NO 1, SET IN
 BG2340'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2340'BELOW THE GROUND.  IT IS 1.3 FEET SOUTH OF A METAL WITNESS POST,
 BG2340'57.6 FEET NORTH OF CENTER OF A POWER LINE AND 112.0 FEET
 BG2340'NORTHWEST OF POWER POLE NUMBER 35.
 BG2340'
 BG2340'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2340'TRANSPORTATION BRASS DISK, STAMPED 60 76 A02 RM NO 2, SET IN
 BG2340'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2340'BELOW THE GROUND.  IT IS 1.6 FEET SOUTH OF A METAL WITNESS POST
 BG2340'AND 53.2 FEET NORTH OF CENTER OF THE POWER LINE.
 BG2340
 BG2340                          STATION RECOVERY (1976)
 BG2340
 BG2340'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2340'7.05 MI E FROM DESTIN.
 BG2340'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2340'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2340'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2340'MILE TO THE POWER LINE AND STATION.  WHICH IS SET IN THE TOP OF A
 BG2340'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 133.0 FEET WEST
 BG2340'OF POWER POLE NO. 35, 24.6 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 BG2340'POWER LINE CROSSING, AND 2.2 FEET SOUTH OF A METAL WITNESS POST.
 BG2340'SECTION 30, T 2S, R 21W.
 BG2340
 BG2340                          STATION RECOVERY (1989)
 BG2340
 BG2340'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2340'RECOVERED IN GOOD CONDITION.
 BG2340
 BG2340                          STATION RECOVERY (1997)
 BG2340
 BG2340'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2340'MARK NOT FOUND.
 BG2340
 BG2340                          STATION RECOVERY (2004)
 BG2340
 BG2340'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2403 ***********************************************************************
 BG2403  DESIGNATION -  60 76 A02 RM 1
 BG2403  PID         -  BG2403
 BG2403  STATE/COUNTY-  FL/WALTON
 BG2403  USGS QUAD   -  DESTIN (1994)
 BG2403
 BG2403                         *CURRENT SURVEY CONTROL
 BG2403  ___________________________________________________________________
 BG2403* NAD 83(1986)-  30 23 06.     (N)    086 23 48.     (W)     SCALED    
 BG2403* NAVD 88     -         5.498  (meters)      18.04   (feet)  POSTED    
 BG2403  ___________________________________________________________________
 BG2403  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG2403  DYNAMIC HT  -           5.490 (meters)      18.01  (feet)  COMP
 BG2403  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BG2403
 BG2403  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BG2403
 BG2403.The horizontal coordinates were scaled from a topographic map and have
 BG2403.an estimated accuracy of +/- 6 seconds.
 BG2403
 BG2403.The orthometric height was determined by differential leveling
 BG2403.and adjusted by the National Geodetic Survey in 1992..
 BG2403.No vertical observational check was made to the station.
 BG2403.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BG2403.was located on a no-check spur therefore a value was not computed.
 BG2403
 BG2403.The geoid height was determined by GEOID03.
 BG2403
 BG2403.The dynamic height is computed by dividing the NAVD 88
 BG2403.geopotential number by the normal gravity value computed on the
 BG2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2403.degrees latitude (g = 980.6199 gals.).
 BG2403
 BG2403.The modeled gravity was interpolated from observed gravity values.
 BG2403
 BG2403;                    North         East    Units  Estimated Accuracy
 BG2403;SPC FL N     -   155,040.      417,730.      MT  (+/- 180 meters Scaled)
 BG2403
 BG2403                          SUPERSEDED SURVEY CONTROL
 BG2403
 BG2403.No superseded survey control is available for this station.
 BG2403
 BG2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU579616(NAD 83)
 BG2403_MARKER: DD = SURVEY DISK
 BG2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2403_STAMPING: 60 76 A02 RM NO1
 BG2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2403+STABILITY: SURFACE MOTION
 BG2403
 BG2403  HISTORY     - Date     Condition        Report By
 BG2403  HISTORY     - 1976     MONUMENTED       FLDT
 BG2403  HISTORY     - 1976     GOOD             FLDT
 BG2403  HISTORY     - 1989     GOOD             USPSQD
 BG2403  HISTORY     - 20040103 MARK NOT FOUND   USPSQD
 BG2403
 BG2403                          STATION DESCRIPTION
 BG2403
 BG2403'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2403'7.05 MI E FROM DESTIN.
 BG2403'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2403'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2403'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2403'MILE TO THE POWER LINE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 BG2403'A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2403'112.0 FEET NORTHWEST OF POWER POLE NO. 35, 57.6 FEET NORTH OF THE
 BG2403'APPROXIMATE CENTER OF THE POWER LINE CROSSING AND 1.3 FEET SOUTH OF A
 BG2403'METAL WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2403
 BG2403                          STATION RECOVERY (1989)
 BG2403
 BG2403'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2403'RECOVERED IN GOOD CONDITION.
 BG2403
 BG2403                          STATION RECOVERY (2004)
 BG2403
 BG2403'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2403'LOCATION NOW AT RELANDSCAPED ENTRANCE TO MARVELLA OFF OF NEW 4 LANE
 BG2403'HIGHWAY 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2379 ***********************************************************************
 BG2379  DESIGNATION -  60 76 A02 RM 2
 BG2379  PID         -  BG2379
 BG2379  STATE/COUNTY-  FL/WALTON
 BG2379  USGS QUAD   -  DESTIN (1994)
 BG2379
 BG2379                         *CURRENT SURVEY CONTROL
 BG2379  ___________________________________________________________________
 BG2379* NAD 83(1986)-  30 23 06.     (N)    086 23 48.     (W)     SCALED    
 BG2379* NAVD 88     -         5.531  (meters)      18.15   (feet)  POSTED    
 BG2379  ___________________________________________________________________
 BG2379  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG2379  DYNAMIC HT  -           5.520 (meters)      18.11  (feet)  COMP
 BG2379  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BG2379
 BG2379  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BG2379
 BG2379.The horizontal coordinates were scaled from a topographic map and have
 BG2379.an estimated accuracy of +/- 6 seconds.
 BG2379
 BG2379.The orthometric height was determined by differential leveling
 BG2379.and adjusted by the National Geodetic Survey in 1992..
 BG2379.No vertical observational check was made to the station.
 BG2379.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BG2379.was located on a no-check spur therefore a value was not computed.
 BG2379
 BG2379.The geoid height was determined by GEOID03.
 BG2379
 BG2379.The dynamic height is computed by dividing the NAVD 88
 BG2379.geopotential number by the normal gravity value computed on the
 BG2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2379.degrees latitude (g = 980.6199 gals.).
 BG2379
 BG2379.The modeled gravity was interpolated from observed gravity values.
 BG2379
 BG2379;                    North         East    Units  Estimated Accuracy
 BG2379;SPC FL N     -   155,040.      417,730.      MT  (+/- 180 meters Scaled)
 BG2379
 BG2379                          SUPERSEDED SURVEY CONTROL
 BG2379
 BG2379.No superseded survey control is available for this station.
 BG2379
 BG2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU579616(NAD 83)
 BG2379_MARKER: DD = SURVEY DISK
 BG2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2379_STAMPING: 60 76 A02 RM NO2
 BG2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2379+STABILITY: SURFACE MOTION
 BG2379
 BG2379  HISTORY     - Date     Condition        Report By
 BG2379  HISTORY     - 1976     MONUMENTED       FLDT
 BG2379  HISTORY     - 1976     GOOD             FLDT
 BG2379  HISTORY     - 1989     GOOD             USPSQD
 BG2379  HISTORY     - 20040103 MARK NOT FOUND   USPSQD
 BG2379
 BG2379                          STATION DESCRIPTION
 BG2379
 BG2379'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2379'7.05 MI E FROM DESTIN.
 BG2379'FROM THE U.S. POST OFFICE IN DESTIN.  GO WEST ON U.S. ROUTE 98 FOR
 BG2379'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2379'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2379'MILE TO THE POWER LINE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 BG2379'A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2379'53.2 FEET NORTH OF THE APPROXIMATE CENTER OF THE POWER LINE CROSSING
 BG2379'AND 1.6 FEET SOUTH OF A METAL WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2379
 BG2379                          STATION RECOVERY (1989)
 BG2379
 BG2379'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2379'RECOVERED IN GOOD CONDITION.
 BG2379
 BG2379                          STATION RECOVERY (2004)
 BG2379
 BG2379'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2379'GPS LOCATION NOW AT RELANDSCAPED ENTRANCE TO MARVELLA OFF OF NEW 4
 BG2379'LANE HIGHWAY 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2341 ***********************************************************************
 BG2341  DESIGNATION -  60 76 A03
 BG2341  PID         -  BG2341
 BG2341  STATE/COUNTY-  FL/WALTON
 BG2341  USGS QUAD   -  DESTIN (1994)
 BG2341
 BG2341                         *CURRENT SURVEY CONTROL
 BG2341  ___________________________________________________________________
 BG2341* NAD 83(1990)-  30 22 45.68149(N)    086 23 48.19058(W)     ADJUSTED  
 BG2341* NAVD 88     -         6.290  (meters)      20.64   (feet)  POSTED    
 BG2341  ___________________________________________________________________
 BG2341  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BG2341  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG2341  DYNAMIC HT  -           6.280 (meters)      20.60  (feet)  COMP
 BG2341  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BG2341
 BG2341  HORZ ORDER  -  SECOND
 BG2341  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2341
 BG2341.The horizontal coordinates were established by classical geodetic methods
 BG2341.and adjusted by the National Geodetic Survey in May 1991..
 BG2341
 BG2341.The orthometric height was determined by differential leveling
 BG2341.and adjusted by the National Geodetic Survey in 1992..
 BG2341.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2341.rate of 0.0 thru 1.0 mm/km.
 BG2341
 BG2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2341
 BG2341.The geoid height was determined by GEOID03.
 BG2341
 BG2341.The dynamic height is computed by dividing the NAVD 88
 BG2341.geopotential number by the normal gravity value computed on the
 BG2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2341.degrees latitude (g = 980.6199 gals.).
 BG2341
 BG2341.The modeled gravity was interpolated from observed gravity values.
 BG2341
 BG2341;                    North         East     Units Scale Factor Converg.
 BG2341;SPC FL N     -   154,415.168   417,709.206   MT  0.99995526   -0 57 11.3
 BG2341;SPC FL N     -   506,610.43  1,370,434.29   sFT  0.99995526   -0 57 11.3
 BG2341;UTM  16      - 3,360,976.609   557,962.949   MT  0.99964145   +0 18 18.4
 BG2341
 BG2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2341!SPC FL N     -   1.00000331  x   0.99995526  =   0.99995857
 BG2341!UTM  16      -   1.00000331  x   0.99964145  =   0.99964476
 BG2341
 BG2341:                Primary Azimuth Mark                     Grid Az
 BG2341:SPC FL N     -  60 76 A02                                003 06 12.2
 BG2341:UTM  16      -  60 76 A02                                001 50 42.5
 BG2341
 BG2341|---------------------------------------------------------------------|
 BG2341| PID    Reference Object                     Distance      Geod. Az  |
 BG2341|                                                           dddmmss.s |
 BG2341| BG2340 60 76 A02                           APPROX. 0.6 KM 0020900.9 |
 BG2341| BG2457 60 76 A03 AZ MK                     APPROX. 0.6 KM 0974637.7 |
 BG2341| BG2404 60 76 A03 RM 1                                     10721     |
 BG2341| CW1692 60 76 A03 RM 2                                     31349     |
 BG2341|---------------------------------------------------------------------|
 BG2341
 BG2341                          SUPERSEDED SURVEY CONTROL
 BG2341
 BG2341  NAD 83(1986)-  30 22 45.69806(N)    086 23 48.19857(W) AD(       ) 2
 BG2341  NAD 27      -  30 22 44.97519(N)    086 23 48.38455(W) AD(       ) 2
 BG2341  NGVD 29 (07/19/86)    6.42   (m)           21.1    (f) LEVELING    3  
 BG2341
 BG2341.Superseded values are not recommended for survey control.
 BG2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2341.See file dsdata.txt to determine how the superseded data were derived.
 BG2341
 BG2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5796360977(NAD 83)
 BG2341_MARKER: DD = SURVEY DISK
 BG2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2341_STAMPING: 60 76 A03
 BG2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2341+STABILITY: SURFACE MOTION
 BG2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2341+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BG2341
 BG2341  HISTORY     - Date     Condition        Report By
 BG2341  HISTORY     - 1976     MONUMENTED       FLDT
 BG2341  HISTORY     - 1976     GOOD             FLDT
 BG2341  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2341  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 BG2341  HISTORY     - 19990406 MARK NOT FOUND   USPSQD
 BG2341  HISTORY     - 20040204 GOOD             USPSQD
 BG2341
 BG2341                          STATION DESCRIPTION
 BG2341
 BG2341'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2341'STATION IS LOCATED ABOUT 10 MILES WEST OF SANTA ROSA BEACH
 BG2341'AND ABOUT 14 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON THE
 BG2341'SOUTH SIDE OF U.S. ROUTE 98.
 BG2341'
 BG2341'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2341'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2341'CONTINUE EAST ON U.S. ROUTE 98 FOR 0.05 MILE TO STATION ON
 BG2341'THE RIGHT.
 BG2341'
 BG2341'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2341'RESOURCES BRASS DISK, STAMPED 60 76 A03, SET IN THE TOP OF A
 BG2341'ROUND CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND.  IT IS
 BG2341'7.8 FEET NORTH OF A METAL WITNESS POST, 23.2 FEET SOUTH OF CENTER
 BG2341'LINE OF U.S. ROUTE 98, 99.0 FEET EAST OF TELEPHONE POLE, 157.6
 BG2341'FEET EAST OF COUNTY LINE SIGN POST AND 205.5 FEET EAST OF
 BG2341'NORTHEAST CORNER OF SHARK TOOTH RESTAURANT.
 BG2341'
 BG2341'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2341'TRANSPORTATION BRASS DISK, STAMPED 60 76 A03 RM NO 1, SET IN THE
 BG2341'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2341'THE GROUND.  IT IS 1.0 FOOT NORTH OF A METAL WITNESS POST, 15.1
 BG2341'FEET EAST OF A TELEPHONE JUNCTION BOX, 25.0 FEET EAST OF
 BG2341'PROJECTED CENTER OF TRAILROAD LEADING NORTH AND 30.0 FEET SOUTH
 BG2341'OF CENTER LINE OF U.S. ROUTE 98.
 BG2341'
 BG2341'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2341'NATURAL RESOURCES BRASS DISK, STAMPED W1, SET IN THE TOP OF A
 BG2341'4 INCH X 4 INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 BG2341'GROUND.  IT IS 13.0 FEET NORTHWEST OF A TELEPHONE POLE, 53.7 FEET
 BG2341'NORTH OF CENTERLINE OF U.S. ROUTE 98, 55.0 FEET NORTHEAST OF
 BG2341'COUNTY LINE SIGN POST AND 101.0 FEET EAST OF A POWER POLE.
 BG2341'
 BG2341'THE AZIMUTH MARK IS ABOUT 0.4 MILES EAST OF STATION.  IT IS A
 BG2341'STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BG2341'STAMPED 60 76 A03 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2341'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 2.4
 BG2341'FEET NORTH OF A METAL WITNESS POST, 24.0 FEET WEST OF CENTER OF
 BG2341'AN ASPHALT DITCH AND 28.4 FEET SOUTH OF CENTER LINE OF
 BG2341'U.S. ROUTE 98.
 BG2341
 BG2341                          STATION RECOVERY (1976)
 BG2341
 BG2341'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2341'6.65 MI E FROM DESTIN.
 BG2341'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2341'ABOUT 6.65 MILES TO STATION, JUST EAST OF THE OKALOOSA-WALTON COUNTY
 BG2341'LINE.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 6 INCHES
 BG2341'BELOW GROUND.  IT IS 205.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 BG2341'SHARKS TOOTH RESTAURANT, 157.6 FEET EAST OF THE COUNTY LINE SIGN POST,
 BG2341'99.0 FEET EAST OF A TELEPHONE POLE, 23.2 FEET SOUTH OF CENTER OF U.S.
 BG2341'ROUTE 98 AND 7.8 FEET NORTH OF A METAL WITNESS POST.  SECTION 30, T
 BG2341'2S, R 21W.
 BG2341
 BG2341                          STATION RECOVERY (1989)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2341'MARK NOT FOUND.
 BG2341
 BG2341                          STATION RECOVERY (1997)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2341'MARK NOT FOUND.
 BG2341
 BG2341                          STATION RECOVERY (1999)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 1999
 BG2341'MARK NOT FOUND.
 BG2341
 BG2341                          STATION RECOVERY (2004)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2341'STATION ONE FOOT BELOW NEW GRADE LEVEL, SAND FILL COVERING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2457 ***********************************************************************
 BG2457  DESIGNATION -  60 76 A03 AZ MK
 BG2457  PID         -  BG2457
 BG2457  STATE/COUNTY-  FL/WALTON
 BG2457  USGS QUAD   -  DESTIN (1994)
 BG2457
 BG2457                         *CURRENT SURVEY CONTROL
 BG2457  ___________________________________________________________________
 BG2457* NAD 83(1990)-  30 22 42.92604(N)    086 23 24.92614(W)     ADJUSTED  
 BG2457* NAVD 88     -         6.638  (meters)      21.78   (feet)  POSTED    
 BG2457  ___________________________________________________________________
 BG2457  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BG2457  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG2457  DYNAMIC HT  -           6.630 (meters)      21.75  (feet)  COMP
 BG2457  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 BG2457
 BG2457  HORZ ORDER  -  THIRD
 BG2457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2457
 BG2457.The horizontal coordinates were established by classical geodetic methods
 BG2457.and adjusted by the National Geodetic Survey in May 1991..
 BG2457.No horizontal observational check was made to the station.
 BG2457
 BG2457.The orthometric height was determined by differential leveling
 BG2457.and adjusted by the National Geodetic Survey in 1992..
 BG2457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2457.rate of 0.0 thru 1.0 mm/km.
 BG2457
 BG2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2457
 BG2457.The geoid height was determined by GEOID03.
 BG2457
 BG2457.The dynamic height is computed by dividing the NAVD 88
 BG2457.geopotential number by the normal gravity value computed on the
 BG2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2457.degrees latitude (g = 980.6199 gals.).
 BG2457
 BG2457.The modeled gravity was interpolated from observed gravity values.
 BG2457
 BG2457;                    North         East     Units Scale Factor Converg.
 BG2457;SPC FL N     -   154,320.017   418,328.828   MT  0.99995521   -0 56 59.7
 BG2457;SPC FL N     -   506,298.26  1,372,467.16   sFT  0.99995521   -0 56 59.7
 BG2457;UTM  16      - 3,360,895.113   558,584.317   MT  0.99964234   +0 18 30.1
 BG2457
 BG2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2457!SPC FL N     -   1.00000325  x   0.99995521  =   0.99995846
 BG2457!UTM  16      -   1.00000325  x   0.99964234  =   0.99964559
 BG2457
 BG2457                          SUPERSEDED SURVEY CONTROL
 BG2457
 BG2457  NAD 83(1986)-  30 22 42.94252(N)    086 23 24.93413(W) AD(       ) 3
 BG2457  NAD 27      -  30 22 42.22002(N)    086 23 25.12075(W) AD(       ) 3
 BG2457  NGVD 29 (07/19/86)    6.77   (m)           22.2    (f) LEVELING    3  
 BG2457
 BG2457.Superseded values are not recommended for survey control.
 BG2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2457.See file dsdata.txt to determine how the superseded data were derived.
 BG2457
 BG2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5858460895(NAD 83)
 BG2457_MARKER: DD = SURVEY DISK
 BG2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2457_STAMPING: 60 76 A03 AZ MK
 BG2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2457+STABILITY: SURFACE MOTION
 BG2457
 BG2457  HISTORY     - Date     Condition        Report By
 BG2457  HISTORY     - 1976     MONUMENTED       FLDT
 BG2457  HISTORY     - 1976     GOOD             FLDT
 BG2457  HISTORY     - 1989     GOOD             USPSQD
 BG2457  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2457
 BG2457                          STATION DESCRIPTION
 BG2457
 BG2457'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2457'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION
 BG2457'BRASS DISK, STAMPED 60 76 A03 AZ MK, SET IN THE TOP OF A
 BG2457'4 X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 BG2457'GROUND.  IT IS 2.4 FEET NORTH OF A METAL WITNESS POST, 24.0
 BG2457'FEET WEST OF CENTER OF AN ASPHALT DITCH AND 28.4 FEET SOUTH OF
 BG2457'CENTER LINE OF U.S. ROUTE 98.
 BG2457
 BG2457                          STATION RECOVERY (1976)
 BG2457
 BG2457'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2457'7.05 MI E FROM DESTIN.
 BG2457'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2457'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2457'U.S. ROUTE 98 FOR 0.45 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE TOP
 BG2457'OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT IS
 BG2457'28.4 FEET SOUTH OF CENTER OF U.S. ROUTE 98, 24.0 FEET WEST OF CENTER
 BG2457'OF AN ASPHALT DITCH AND 2.4 FEET NORTH OF A METAL WITNESS POST.
 BG2457'SECTION 30, T 2S, R 21W.
 BG2457
 BG2457                          STATION RECOVERY (1989)
 BG2457
 BG2457'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2457'RECOVERED IN GOOD CONDITION.
 BG2457
 BG2457                          STATION RECOVERY (2004)
 BG2457
 BG2457'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2404 ***********************************************************************
 BG2404  DESIGNATION -  60 76 A03 RM 1
 BG2404  PID         -  BG2404
 BG2404  STATE/COUNTY-  FL/WALTON
 BG2404  USGS QUAD   -  DESTIN (1994)
 BG2404
 BG2404                         *CURRENT SURVEY CONTROL
 BG2404  ___________________________________________________________________
 BG2404* NAD 83(1986)-  30 22 46.     (N)    086 23 48.     (W)     SCALED    
 BG2404* NAVD 88     -         6.244  (meters)      20.49   (feet)  POSTED    
 BG2404  ___________________________________________________________________
 BG2404  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG2404  DYNAMIC HT  -           6.240 (meters)      20.47  (feet)  COMP
 BG2404  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BG2404
 BG2404  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2404
 BG2404.The horizontal coordinates were scaled from a topographic map and have
 BG2404.an estimated accuracy of +/- 6 seconds.
 BG2404
 BG2404.The orthometric height was determined by differential leveling
 BG2404.and adjusted by the National Geodetic Survey in 1992..
 BG2404.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2404.rate of 0.0 thru 1.0 mm/km.
 BG2404
 BG2404.The geoid height was determined by GEOID03.
 BG2404
 BG2404.The dynamic height is computed by dividing the NAVD 88
 BG2404.geopotential number by the normal gravity value computed on the
 BG2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2404.degrees latitude (g = 980.6199 gals.).
 BG2404
 BG2404.The modeled gravity was interpolated from observed gravity values.
 BG2404
 BG2404;                    North         East    Units  Estimated Accuracy
 BG2404;SPC FL N     -   154,430.      417,710.      MT  (+/- 180 meters Scaled)
 BG2404
 BG2404                          SUPERSEDED SURVEY CONTROL
 BG2404
 BG2404.No superseded survey control is available for this station.
 BG2404
 BG2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU579609(NAD 83)
 BG2404_MARKER: DD = SURVEY DISK
 BG2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2404_STAMPING: 60 76 A03 RM NO 1
 BG2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2404+STABILITY: SURFACE MOTION
 BG2404
 BG2404  HISTORY     - Date     Condition        Report By
 BG2404  HISTORY     - 1976     MONUMENTED       FLDT
 BG2404  HISTORY     - 1976     GOOD             FLDT
 BG2404  HISTORY     - 1989     GOOD             USPSQD
 BG2404  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2404
 BG2404                          STATION DESCRIPTION
 BG2404
 BG2404'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2404'6.65 MI E FROM DESTIN.
 BG2404'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2404'ABOUT 6.65 MILES TO REFERENCE MARK, JUST EAST OF THE OKALOOSA-WALTON
 BG2404'COUNTY LINE.  WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE
 BG2404'MONUMENT 3 INCHES BELOW GROUND.  IT IS 30.0 FEET SOUTH OF CENTER OF
 BG2404'U.S. ROUTE 98, 25.0 FEET EAST OF THE PROJECTED CENTER OF A TRAIL ROAD
 BG2404'LEADING NORTH, 15.1 FEET EAST OF A TELEPHONE JUNCTION BOX AND 1.0 FOOT
 BG2404'NORTH OF A METAL WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2404
 BG2404                          STATION RECOVERY (1989)
 BG2404
 BG2404'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2404'RECOVERED IN GOOD CONDITION.
 BG2404
 BG2404                          STATION RECOVERY (2004)
 BG2404
 BG2404'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2404'STATION POSSIBLY LOST DUE TO NEW DRIVEWAY SURFACING AND ADAJCENT
 BG2404'LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2343 ***********************************************************************
 BG2343  DESIGNATION -  60 76 A04
 BG2343  PID         -  BG2343
 BG2343  STATE/COUNTY-  FL/WALTON
 BG2343  USGS QUAD   -  DESTIN (1994)
 BG2343
 BG2343                         *CURRENT SURVEY CONTROL
 BG2343  ___________________________________________________________________
 BG2343* NAD 83(1990)-  30 22 38.61009(N)    086 22 43.02249(W)     ADJUSTED  
 BG2343* NAVD 88     -         8.017  (meters)      26.30   (feet)  POSTED    
 BG2343  ___________________________________________________________________
 BG2343  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BG2343  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2343  DYNAMIC HT  -           8.010 (meters)      26.28  (feet)  COMP
 BG2343  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BG2343
 BG2343  HORZ ORDER  -  SECOND
 BG2343  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2343
 BG2343.The horizontal coordinates were established by classical geodetic methods
 BG2343.and adjusted by the National Geodetic Survey in May 1991..
 BG2343
 BG2343.The orthometric height was determined by differential leveling
 BG2343.and adjusted by the National Geodetic Survey in 1992..
 BG2343.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2343.rate of 0.0 thru 1.0 mm/km.
 BG2343
 BG2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2343
 BG2343.The geoid height was determined by GEOID03.
 BG2343
 BG2343.The dynamic height is computed by dividing the NAVD 88
 BG2343.geopotential number by the normal gravity value computed on the
 BG2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2343.degrees latitude (g = 980.6199 gals.).
 BG2343
 BG2343.The modeled gravity was interpolated from observed gravity values.
 BG2343
 BG2343;                    North         East     Units Scale Factor Converg.
 BG2343;SPC FL N     -   154,168.646   419,445.239   MT  0.99995513   -0 56 38.6
 BG2343;SPC FL N     -   505,801.63  1,376,129.92   sFT  0.99995513   -0 56 38.6
 BG2343;UTM  16      - 3,360,768.333   559,703.433   MT  0.99964397   +0 18 51.3
 BG2343
 BG2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2343!SPC FL N     -   1.00000304  x   0.99995513  =   0.99995817
 BG2343!UTM  16      -   1.00000304  x   0.99964397  =   0.99964701
 BG2343
 BG2343:                Primary Azimuth Mark                     Grid Az
 BG2343:SPC FL N     -  60 76 A04 AZ MK                          103 41 13.6
 BG2343:UTM  16      -  60 76 A04 AZ MK                          102 25 43.7
 BG2343
 BG2343|---------------------------------------------------------------------|
 BG2343| PID    Reference Object                     Distance      Geod. Az  |
 BG2343|                                                           dddmmss.s |
 BG2343| BG2456 60 76 A04 AZ MK                     APPROX. 0.6 KM 1024435.0 |
 BG2343| CW1693 60 76 A04 RM 1                        4.276 METERS 12924     |
 BG2343| BG2306 60 76 A04 RM 2                       10.202 METERS 35416     |
 BG2343|---------------------------------------------------------------------|
 BG2343
 BG2343                          SUPERSEDED SURVEY CONTROL
 BG2343
 BG2343  NAD 83(1986)-  30 22 38.62640(N)    086 22 43.03052(W) AD(       ) 2
 BG2343  NAD 27      -  30 22 37.90461(N)    086 22 43.21855(W) AD(       ) 2
 BG2343  NGVD 29 (07/19/86)    8.15   (m)           26.7    (f) LEVELING    3  
 BG2343
 BG2343.Superseded values are not recommended for survey control.
 BG2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2343.See file dsdata.txt to determine how the superseded data were derived.
 BG2343
 BG2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5970360768(NAD 83)
 BG2343_MARKER: DD = SURVEY DISK
 BG2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2343_STAMPING: 60 76 A04
 BG2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2343+STABILITY: SURFACE MOTION
 BG2343
 BG2343  HISTORY     - Date     Condition        Report By
 BG2343  HISTORY     - 1976     MONUMENTED       FLDT
 BG2343  HISTORY     - 1976     GOOD             FLDT
 BG2343  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2343  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 BG2343  HISTORY     - 19990406 MARK NOT FOUND   USPSQD
 BG2343  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2343
 BG2343                          STATION DESCRIPTION
 BG2343
 BG2343'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2343'STATION IS LOCATED ABOUT 9 MILES WEST OF SANTA ROSA BEACH
 BG2343'AND ABOUT 15 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON
 BG2343'NORTH SIDE OF U.S. ROUTE 98.
 BG2343'
 BG2343'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2343'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2343'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 1.1 MILES TO STATION
 BG2343'ON THE LEFT.
 BG2343'
 BG2343'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2343'RESOURCES BRASS DISK, STAMPED 60 76 A04, SET IN THE TOP OF A
 BG2343'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BG2343'IS 6.6 FEET EAST OF A POWER POLE, 13.0 FEET SOUTHEAST OF 76
 BG2343'SERVICE STATION SIGN POST, 45.0 FEET NORTH OF CENTER LINE OF
 BG2343'U.S. ROUTE 98 AND 52.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 BG2343'LIGHT HOUSE LOUNGE.
 BG2343'
 BG2343'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2343'TRANSPORTATION BRASS DISK, STAMPED 60 70 E02, SET IN THE TOP OF
 BG2343'A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 BG2343'GROUND.  IT IS 20.1 FEET EAST OF A POWER POLE, 38.0 FEET NORTH
 BG2343'OF CENTER LINE OF U.S. ROUTE 98 AND 47.4 FEET SOUTHWEST OF
 BG2343'SOUTHWEST CORNER OF LIGHT HOUSE LOUNGE.
 BG2343'
 BG2343'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2343'TRANSPORTATION BRASS DISK, STAMPED 60 76 A04 RM NO 2, SET IN THE
 BG2343'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS PROJECTING 1
 BG2343'INCH ABOVE THE GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS
 BG2343'POST, 30.6 FEET NORTH OF A POWER POLE, 52.2 FEET WEST OF LIGHT
 BG2343'HOUSE LOUNGE AND 77.0 FEET NORTH OF CENTER LINE OF U.S. ROUTE
 BG2343'98.
 BG2343'
 BG2343'AZIMUTH MARK IS 0.37 MILES EAST SOUTH-EAST OF STATION.  IT IS
 BG2343'A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BG2343'STAMPED 60 76 A04 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2343'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 1.7
 BG2343'FEET NORTH OF A METAL WITNESS POST, 32.8 FEET SOUTH OF CENTER
 BG2343'LINE OF U.S. ROUTE 98 AND 186.0 FEET WEST OF POWER POLE NUMBER
 BG2343'496650.
 BG2343
 BG2343                          STATION RECOVERY (1976)
 BG2343
 BG2343'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2343'7.75 MI E FROM DESTIN.
 BG2343'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2343'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2343'U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND STATION.  WHICH IS SET IN THE
 BG2343'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 52.0
 BG2343'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LIGHT HOUSE LOUNGE
 BG2343'BUILDING, 45.0 FEET NORTH OF CENTER OF U.S. ROUTE 98, 13.0 FEET
 BG2343'SOUTHEAST OF A GAS STATION SIGN POST (UNION 76) AND 6.6 FEET EAST OF A
 BG2343'POWER POLE.  SECTION 29, T 2S, R 21W.
 BG2343
 BG2343                          STATION RECOVERY (1989)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2343'MARK NOT FOUND.
 BG2343
 BG2343                          STATION RECOVERY (1996)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2343'MARK NOT FOUND.
 BG2343
 BG2343                          STATION RECOVERY (1999)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 1999
 BG2343'MARK NOT FOUND.
 BG2343
 BG2343                          STATION RECOVERY (2004)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2456 ***********************************************************************
 BG2456  DESIGNATION -  60 76 A04 AZ MK
 BG2456  PID         -  BG2456
 BG2456  STATE/COUNTY-  FL/WALTON
 BG2456  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG2456
 BG2456                         *CURRENT SURVEY CONTROL
 BG2456  ___________________________________________________________________
 BG2456* NAD 83(1990)-  30 22 34.41574(N)    086 22 21.63431(W)     ADJUSTED  
 BG2456* NAVD 88     -         6.031  (meters)      19.79   (feet)  POSTED    
 BG2456  ___________________________________________________________________
 BG2456  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BG2456  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2456  DYNAMIC HT  -           6.020 (meters)      19.75  (feet)  COMP
 BG2456  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BG2456
 BG2456  HORZ ORDER  -  THIRD
 BG2456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2456
 BG2456.The horizontal coordinates were established by classical geodetic methods
 BG2456.and adjusted by the National Geodetic Survey in May 1991..
 BG2456.No horizontal observational check was made to the station.
 BG2456
 BG2456.The orthometric height was determined by differential leveling
 BG2456.and adjusted by the National Geodetic Survey in 1992..
 BG2456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2456.rate of 0.0 thru 1.0 mm/km.
 BG2456
 BG2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2456
 BG2456.The geoid height was determined by GEOID03.
 BG2456
 BG2456.The dynamic height is computed by dividing the NAVD 88
 BG2456.geopotential number by the normal gravity value computed on the
 BG2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2456.degrees latitude (g = 980.6199 gals.).
 BG2456
 BG2456.The modeled gravity was interpolated from observed gravity values.
 BG2456
 BG2456;                    North         East     Units Scale Factor Converg.
 BG2456;SPC FL N     -   154,030.114   420,014.074   MT  0.99995506   -0 56 27.8
 BG2456;SPC FL N     -   505,347.13  1,377,996.17   sFT  0.99995506   -0 56 27.8
 BG2456;UTM  16      - 3,360,642.365   560,274.996   MT  0.99964482   +0 19 02.0
 BG2456
 BG2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2456!SPC FL N     -   1.00000335  x   0.99995506  =   0.99995841
 BG2456!UTM  16      -   1.00000335  x   0.99964482  =   0.99964817
 BG2456
 BG2456                          SUPERSEDED SURVEY CONTROL
 BG2456
 BG2456  NAD 83(1986)-  30 22 34.43197(N)    086 22 21.64236(W) AD(       ) 3
 BG2456  NAD 27      -  30 22 33.71048(N)    086 22 21.83092(W) AD(       ) 3
 BG2456  NGVD 29 (07/19/86)    6.16   (m)           20.2    (f) LEVELING    3  
 BG2456
 BG2456.Superseded values are not recommended for survey control.
 BG2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2456.See file dsdata.txt to determine how the superseded data were derived.
 BG2456
 BG2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6027560642(NAD 83)
 BG2456_MARKER: DD = SURVEY DISK
 BG2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2456_STAMPING: 60 76 A04 AZ MK
 BG2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2456+STABILITY: SURFACE MOTION
 BG2456
 BG2456  HISTORY     - Date     Condition        Report By
 BG2456  HISTORY     - 1976     MONUMENTED       FLDT
 BG2456  HISTORY     - 1976     GOOD             FLDT
 BG2456  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2456  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2456
 BG2456                          STATION DESCRIPTION
 BG2456
 BG2456'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2456'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS
 BG2456'DISK, STAMPED 60 76 A04 AZ MK, SET IN THE TOP OF A 4 X 4 INCH
 BG2456'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 1.7
 BG2456'FEET NORTH OF A METAL WITNESS POST, 32.8 FEET SOUTH OF CENTER
 BG2456'LINE OF U.S. ROUTE 98 AND 186 FEET WEST OF POWER POLE NUMBER
 BG2456'496650.  MARK IS 0.37 MILES EAST SOUTH-EAST OF STATION.
 BG2456
 BG2456                          STATION RECOVERY (1976)
 BG2456
 BG2456'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2456'8.1 MI E FROM DESTIN.
 BG2456'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2456'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2456'U.S. ROUTE 98 FOR ABOUT 1.5 MILES AND AZIMUTH MARK.  WHICH IS SET IN
 BG2456'THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW
 BG2456'GROUND.  IT IS 186.0 FEET WEST OF POWER POLE NO. 496650, 32.8 FEET
 BG2456'SOUTH OF CENTER OF U.S. ROUTE 98 AND 1.7 FEET NORTH OF A METAL WITNESS
 BG2456'POST.  SECTION 29, T 2S, R 21W.
 BG2456
 BG2456                          STATION RECOVERY (1989)
 BG2456
 BG2456'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2456'MARK NOT FOUND.
 BG2456
 BG2456                          STATION RECOVERY (2004)
 BG2456
 BG2456'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2306 ***********************************************************************
 BG2306  DESIGNATION -  60 76 A04 RM 2
 BG2306  PID         -  BG2306
 BG2306  STATE/COUNTY-  FL/WALTON
 BG2306  USGS QUAD   -  DESTIN (1994)
 BG2306
 BG2306                         *CURRENT SURVEY CONTROL
 BG2306  ___________________________________________________________________
 BG2306* NAD 83(1986)-  30 22 38.     (N)    086 22 43.     (W)     SCALED    
 BG2306* NAVD 88     -         8.136  (meters)      26.69   (feet)  POSTED    
 BG2306  ___________________________________________________________________
 BG2306  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG2306  DYNAMIC HT  -           8.130 (meters)      26.67  (feet)  COMP
 BG2306  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BG2306
 BG2306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2306
 BG2306.The horizontal coordinates were scaled from a topographic map and have
 BG2306.an estimated accuracy of +/- 6 seconds.
 BG2306
 BG2306.The orthometric height was determined by differential leveling
 BG2306.and adjusted by the National Geodetic Survey in 1992..
 BG2306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2306.rate of 0.0 thru 1.0 mm/km.
 BG2306
 BG2306.The geoid height was determined by GEOID03.
 BG2306
 BG2306.The dynamic height is computed by dividing the NAVD 88
 BG2306.geopotential number by the normal gravity value computed on the
 BG2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2306.degrees latitude (g = 980.6199 gals.).
 BG2306
 BG2306.The modeled gravity was interpolated from observed gravity values.
 BG2306
 BG2306;                    North         East    Units  Estimated Accuracy
 BG2306;SPC FL N     -   154,150.      419,450.      MT  (+/- 180 meters Scaled)
 BG2306
 BG2306                          SUPERSEDED SURVEY CONTROL
 BG2306
 BG2306.No superseded survey control is available for this station.
 BG2306
 BG2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU597607(NAD 83)
 BG2306_MARKER: DD = SURVEY DISK
 BG2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2306_STAMPING: 60 76 A04 RM N02
 BG2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2306+STABILITY: SURFACE MOTION
 BG2306
 BG2306  HISTORY     - Date     Condition        Report By
 BG2306  HISTORY     - 1976     MONUMENTED       FLDT
 BG2306  HISTORY     - 1976     GOOD             FLDT
 BG2306  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2306  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2306
 BG2306                          STATION DESCRIPTION
 BG2306
 BG2306'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2306'7.75 MI E FROM DESTIN.
 BG2306'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2306'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2306'U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND REFERENCE MARK.  WHICH IS SET
 BG2306'IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH ABOVE
 BG2306'GROUND.  IT IS 77.0 FEET NORTH OF CENTER OF U.S. ROUTE 98, 52.2 FEET
 BG2306'WEST OF THE SOUTHWEST CORNER OF THE LIGHT HOUSE LOUNGE BUILDING, 30.6
 BG2306'FEET NORTH OF A POWER POLE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 BG2306'SECTION 29, T 2S, R 21W.
 BG2306
 BG2306                          STATION RECOVERY (1989)
 BG2306
 BG2306'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2306'MARK NOT FOUND.
 BG2306
 BG2306                          STATION RECOVERY (2004)
 BG2306
 BG2306'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2345 ***********************************************************************
 BG2345  DESIGNATION -  60 76 A05
 BG2345  PID         -  BG2345
 BG2345  STATE/COUNTY-  FL/WALTON
 BG2345  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2345
 BG2345                         *CURRENT SURVEY CONTROL
 BG2345  ___________________________________________________________________
 BG2345* NAD 83(1990)-  30 22 30.13114(N)    086 21 45.08855(W)     ADJUSTED  
 BG2345* NAVD 88     -        10.130  (meters)      33.23   (feet)  ADJUSTED  
 BG2345  ___________________________________________________________________
 BG2345  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BG2345  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BG2345  DYNAMIC HT  -          10.116 (meters)      33.19  (feet)  COMP
 BG2345  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BG2345
 BG2345  HORZ ORDER  -  SECOND
 BG2345  VERT ORDER  -  SECOND    CLASS II
 BG2345
 BG2345.The horizontal coordinates were established by classical geodetic methods
 BG2345.and adjusted by the National Geodetic Survey in May 1991..
 BG2345
 BG2345.The orthometric height was determined by differential leveling
 BG2345.and adjusted by the National Geodetic Survey in June 1991..
 BG2345
 BG2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2345
 BG2345.The geoid height was determined by GEOID03.
 BG2345
 BG2345.The dynamic height is computed by dividing the NAVD 88
 BG2345.geopotential number by the normal gravity value computed on the
 BG2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2345.degrees latitude (g = 980.6199 gals.).
 BG2345
 BG2345.The modeled gravity was interpolated from observed gravity values.
 BG2345
 BG2345;                    North         East     Units Scale Factor Converg.
 BG2345;SPC FL N     -   153,882.215   420,987.519   MT  0.99995498   -0 56 09.5
 BG2345;SPC FL N     -   504,861.90  1,381,189.89   sFT  0.99995498   -0 56 09.5
 BG2345;UTM  16      - 3,360,515.918   561,251.151   MT  0.99964628   +0 19 20.5
 BG2345
 BG2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2345!SPC FL N     -   1.00000271  x   0.99995498  =   0.99995769
 BG2345!UTM  16      -   1.00000271  x   0.99964628  =   0.99964899
 BG2345
 BG2345|---------------------------------------------------------------------|
 BG2345| PID    Reference Object                     Distance      Geod. Az  |
 BG2345|                                                           dddmmss.s |
 BG2345| CW1694 60 76 A05 RM 1                        4.840 METERS 09249     |
 BG2345| BG2307 60 76 A05 RM 2                       14.608 METERS 25602     |
 BG2345| BG2344 60 70 E 03 FLDT                     APPROX. 0.6 KM 2761436.7 |
 BG2345|---------------------------------------------------------------------|
 BG2345
 BG2345                          SUPERSEDED SURVEY CONTROL
 BG2345
 BG2345  NAD 83(1986)-  30 22 30.14721(N)    086 21 45.09664(W) AD(       ) 2
 BG2345  NAD 27      -  30 22 29.42637(N)    086 21 45.28643(W) AD(       ) 2
 BG2345  NGVD 29 (07/19/86)   10.26   (m)           33.7    (f) LEVELING    3  
 BG2345
 BG2345.Superseded values are not recommended for survey control.
 BG2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2345.See file dsdata.txt to determine how the superseded data were derived.
 BG2345
 BG2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6125160516(NAD 83)
 BG2345_MARKER: DD = SURVEY DISK
 BG2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2345_STAMPING: 60 76 A05
 BG2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2345+STABILITY: SURFACE MOTION
 BG2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2345+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BG2345
 BG2345  HISTORY     - Date     Condition        Report By
 BG2345  HISTORY     - 1976     MONUMENTED       FLDT
 BG2345  HISTORY     - 1976     GOOD             FLDT
 BG2345  HISTORY     - 1989     GOOD             USPSQD
 BG2345  HISTORY     - 19961214 GOOD             USPSQD
 BG2345  HISTORY     - 20040204 GOOD             USPSQD
 BG2345
 BG2345                          STATION DESCRIPTION
 BG2345
 BG2345'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2345'STATION IS LOCATED ABOUT 8 MILES WEST OF SANTA ROSA BEACH AND
 BG2345'ABOUT 16 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE SOUTH
 BG2345'SIDE OF U.S. ROUTE 98 ON THE OUTSIDE OF A CURVE.
 BG2345'
 BG2345'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2345'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2345'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 2.1 MILES TO STATION
 BG2345'ON THE RIGHT.
 BG2345'
 BG2345'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2345'RESOURCES BRASS DISK, STAMPED 60 76 A05, SET IN THE TOP OF A
 BG2345'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2345'IS 14.2 FEET NORTHEAST OF A METAL WITNESS POST, 14.7 FEET NORTH
 BG2345'OF A FENCE, 24.6 FEET SOUTH OF CENTERLINE OF U.S. ROUTE 98, 84.8
 BG2345'FEET WEST OF A TELEPHONE POLE AND 110.2 FEET WEST OF NORTHWEST
 BG2345'CORNER OF HOUSE.
 BG2345'
 BG2345'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2345'TRANSPORTATION BRASS DISK, STAMPED 60 70 E04, SET IN THE TOP
 BG2345'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 6 INCHES BELOW
 BG2345'THE GROUND.  IT IS 13.9 FEET NORTH OF A METAL WITNESS POST,
 BG2345'14.4 FEET NORTH OF A FENCE, 25.5 FEET SOUTH OF CENTER LINE OF
 BG2345'U.S. ROUTE 98 AND 95.0 FEET WEST OF NORTHWEST CORNER OF A HOUSE.
 BG2345'
 BG2345'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2345'TRANSPORTATION BRASS DISK, STAMPED 60 76 A05 RM NO 2, SET IN THE
 BG2345'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2345'THE GROUND.  IT IS 1.4 FEET NORTH OF A METAL WITNESS POST, 2.0
 BG2345'FEET NORTH OF A FENCE AND 37.0 FEET SOUTH OF CENTER LINE OF
 BG2345'U.S. ROUTE 98.
 BG2345
 BG2345                          STATION RECOVERY (1976)
 BG2345
 BG2345'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2345'8.7 MI E FROM DESTIN.
 BG2345'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2345'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2345'U.S. ROUTE 98 FOR ABOUT 2.1 MILES AND STATION.  WHICH IS SET IN THE
 BG2345'TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 110.2
 BG2345'FEET WEST OF THE NORTHWEST CORNER OF A GREEN HOUSE, 24.6 FEET SOUTH OF
 BG2345'CENTER OF U.S. ROUTE 98, 14.7 FEET NORTH OF A FENCE AND 14.2 FEET
 BG2345'NORTH OF A METAL WITNESS POST.  SECTION 33, T 2S, R 21W.
 BG2345
 BG2345                          STATION RECOVERY (1989)
 BG2345
 BG2345'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2345'RECOVERED IN GOOD CONDITION.
 BG2345
 BG2345                          STATION RECOVERY (1996)
 BG2345
 BG2345'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2345'RECOVERED IN GOOD CONDITION.
 BG2345
 BG2345                          STATION RECOVERY (2004)
 BG2345
 BG2345'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2307 ***********************************************************************
 BG2307  DESIGNATION -  60 76 A05 RM 2
 BG2307  PID         -  BG2307
 BG2307  STATE/COUNTY-  FL/WALTON
 BG2307  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2307
 BG2307                         *CURRENT SURVEY CONTROL
 BG2307  ___________________________________________________________________
 BG2307* NAD 83(1986)-  30 22 30.     (N)    086 21 45.     (W)     SCALED    
 BG2307* NAVD 88     -        10.225  (meters)      33.55   (feet)  ADJUSTED  
 BG2307  ___________________________________________________________________
 BG2307  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BG2307  DYNAMIC HT  -          10.212 (meters)      33.50  (feet)  COMP
 BG2307  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BG2307
 BG2307  VERT ORDER  -  SECOND    CLASS II
 BG2307
 BG2307.The horizontal coordinates were scaled from a topographic map and have
 BG2307.an estimated accuracy of +/- 6 seconds.
 BG2307
 BG2307.The orthometric height was determined by differential leveling
 BG2307.and adjusted by the National Geodetic Survey in June 1991..
 BG2307
 BG2307.The geoid height was determined by GEOID03.
 BG2307
 BG2307.The dynamic height is computed by dividing the NAVD 88
 BG2307.geopotential number by the normal gravity value computed on the
 BG2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2307.degrees latitude (g = 980.6199 gals.).
 BG2307
 BG2307.The modeled gravity was interpolated from observed gravity values.
 BG2307
 BG2307;                    North         East    Units  Estimated Accuracy
 BG2307;SPC FL N     -   153,880.      420,990.      MT  (+/- 180 meters Scaled)
 BG2307
 BG2307                          SUPERSEDED SURVEY CONTROL
 BG2307
 BG2307.No superseded survey control is available for this station.
 BG2307
 BG2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU612605(NAD 83)
 BG2307_MARKER: DD = SURVEY DISK
 BG2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2307_STAMPING: 60 76 A05 RM NO2
 BG2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2307+STABILITY: SURFACE MOTION
 BG2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2307+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BG2307
 BG2307  HISTORY     - Date     Condition        Report By
 BG2307  HISTORY     - 1976     MONUMENTED       FLDT
 BG2307  HISTORY     - 1976     GOOD             FLDT
 BG2307  HISTORY     - 1989     GOOD             USPSQD
 BG2307  HISTORY     - 20040204 GOOD             USPSQD
 BG2307
 BG2307                          STATION DESCRIPTION
 BG2307
 BG2307'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2307'8.7 MI E FROM DESTIN.
 BG2307'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2307'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2307'U.S. ROUTE 98 FOR ABOUT 2.1 MILES AND REFERENCE MARK.  WHICH IS SET IN
 BG2307'THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2307'GROUND.  IT IS 37.0 FEET SOUTH OF CENTER OF U.S. ROUTE 98, 2.0 FEET
 BG2307'NORTH OF A FENCE AND 1.4 FEET NORTH OF A METAL WITNESS POST.  SECTION
 BG2307'33, T 2S, R 21W.
 BG2307
 BG2307                          STATION RECOVERY (1989)
 BG2307
 BG2307'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2307'RECOVERED IN GOOD CONDITION.
 BG2307
 BG2307                          STATION RECOVERY (2004)
 BG2307
 BG2307'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2346 ***********************************************************************
 BG2346  DESIGNATION -  60 76 A06
 BG2346  PID         -  BG2346
 BG2346  STATE/COUNTY-  FL/WALTON
 BG2346  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2346
 BG2346                         *CURRENT SURVEY CONTROL
 BG2346  ___________________________________________________________________
 BG2346* NAD 83(1990)-  30 22 19.72249(N)    086 20 46.97564(W)     ADJUSTED  
 BG2346* NAVD 88     -         7.959  (meters)      26.11   (feet)  ADJUSTED  
 BG2346  ___________________________________________________________________
 BG2346  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BG2346  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BG2346  DYNAMIC HT  -           7.949 (meters)      26.08  (feet)  COMP
 BG2346  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BG2346
 BG2346  HORZ ORDER  -  SECOND
 BG2346  VERT ORDER  -  SECOND    CLASS II
 BG2346
 BG2346.The horizontal coordinates were established by classical geodetic methods
 BG2346.and adjusted by the National Geodetic Survey in May 1991..
 BG2346
 BG2346.The orthometric height was determined by differential leveling
 BG2346.and adjusted by the National Geodetic Survey in June 1991..
 BG2346
 BG2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2346
 BG2346.The geoid height was determined by GEOID03.
 BG2346
 BG2346.The dynamic height is computed by dividing the NAVD 88
 BG2346.geopotential number by the normal gravity value computed on the
 BG2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2346.degrees latitude (g = 980.6199 gals.).
 BG2346
 BG2346.The modeled gravity was interpolated from observed gravity values.
 BG2346
 BG2346;                    North         East     Units Scale Factor Converg.
 BG2346;SPC FL N     -   153,536.512   422,533.691   MT  0.99995480   -0 55 40.3
 BG2346;SPC FL N     -   503,727.71  1,386,262.62   sFT  0.99995480   -0 55 40.3
 BG2346;UTM  16      - 3,360,204.348   562,804.065   MT  0.99964866   +0 19 49.8
 BG2346
 BG2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2346!SPC FL N     -   1.00000305  x   0.99995480  =   0.99995785
 BG2346!UTM  16      -   1.00000305  x   0.99964866  =   0.99965171
 BG2346
 BG2346|---------------------------------------------------------------------|
 BG2346| PID    Reference Object                     Distance      Geod. Az  |
 BG2346|                                                           dddmmss.s |
 BG2346| BG2405 60 76 A06 RM 1                       29.645 METERS 05840     |
 BG2346| BG2345 60 76 A05                           APPROX. 1.6 KM 2814031.6 |
 BG2346| BG2308 60 76 A06 RM 2                       22.497 METERS 34630     |
 BG2346|---------------------------------------------------------------------|
 BG2346
 BG2346                          SUPERSEDED SURVEY CONTROL
 BG2346
 BG2346  NAD 83(1986)-  30 22 19.73830(N)    086 20 46.98380(W) AD(       ) 2
 BG2346  NAD 27      -  30 22 19.01844(N)    086 20 47.17516(W) AD(       ) 2
 BG2346  NGVD 29 (07/19/86)    8.10   (m)           26.6    (f) LEVELING    3  
 BG2346
 BG2346.Superseded values are not recommended for survey control.
 BG2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2346.See file dsdata.txt to determine how the superseded data were derived.
 BG2346
 BG2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6280460204(NAD 83)
 BG2346_MARKER: DD = SURVEY DISK
 BG2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2346_STAMPING: 60 76 A06
 BG2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2346+STABILITY: SURFACE MOTION
 BG2346
 BG2346  HISTORY     - Date     Condition        Report By
 BG2346  HISTORY     - 1976     MONUMENTED       FLDT
 BG2346  HISTORY     - 1976     GOOD             FLDT
 BG2346  HISTORY     - 19961214 MARK NOT FOUND   USPSQD
 BG2346
 BG2346                          STATION DESCRIPTION
 BG2346
 BG2346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2346'STATION IS LOCATED ABOUT 7 MILES WEST OF SANTA ROSA BEACH AND
 BG2346'ABOUT 17 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE BEACH.
 BG2346'
 BG2346'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2346'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2346'CONTINUE EAST ON U.S. ROUTE 98 FOR 3.2 MILES TO A GRADED ROAD
 BG2346'RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 0.3 MILES TO
 BG2346'STATION, SOUTH-SOUTHEAST OF END OF GRADED ROAD.
 BG2346'
 BG2346'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2346'RESOURCES BRASS DISK, STAMPED 60 76 A06, SET IN THE TOP OF A
 BG2346'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2346'IS 2.1 FEET SOUTH OF A METAL WITNESS POST, 25.0 FEET WEST OF EAST
 BG2346'EDGE OF A SAND DUNE, 58.0 FEET WEST OF PROJECTED CENTER OF GRADED
 BG2346'ROAD, 180.0 FEET WEST OF SOUTHWEST CORNER OF A FRAME HOUSE AND
 BG2346'180.8 FEET SOUTH OF SOUTH-EAST CORNER OF A 2 STORY BUILDING.
 BG2346'
 BG2346'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2346'TRANSPORTATION BRASS DISK, STAMPED 60 76 A06 RM NO 1, SET IN THE
 BG2346'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2346'THE GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 27.0
 BG2346'FEET EAST OF PROJECTED CENTER OF A GRADED ROAD AND 81.0 FEET
 BG2346'SOUTHWEST OF A POWER POLE.
 BG2346'
 BG2346'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2346'TRANSPORTATION BRASS DISK, STAMPED 60 76 A06 RM NO 2, SET IN THE
 BG2346'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2346'THE GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 72.0
 BG2346'FEET WEST OF PROJECTED CENTER OF A GRADED ROAD AND 107.0 FEET
 BG2346'SOUTH OF A 2 STORY BUILDING.
 BG2346
 BG2346                          STATION RECOVERY (1976)
 BG2346
 BG2346'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2346'10.1 MI E FROM DESTIN.
 BG2346'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2346'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2346'U.S. ROUTE 98 FOR ABOUT 3.2 MILES TO A GRADED ROAD LEADING SOUTH, THEN
 BG2346'SOUTH ON THE GRADED ROAD FOR ABOUT 0.3 MILE AND STATION ON THE BEACH.
 BG2346'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW
 BG2346'GROUND.  IT IS 180.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A 2 STORY
 BG2346'BUILDING, 180.0 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 BG2346'58.0 FEET WEST OF THE EXTENDED CENTER OF THE GRADED ROAD, 25.0 FEET
 BG2346'WEST OF THE EAST EDGE OF A SAND DUNE AND 2.1 FEET SOUTH A METAL
 BG2346'WITNESS POST.  SECTION 34, T 2S, R 21W.
 BG2346
 BG2346                          STATION RECOVERY (1996)
 BG2346
 BG2346'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2405 ***********************************************************************
 BG2405  DESIGNATION -  60 76 A06 RM 1
 BG2405  PID         -  BG2405
 BG2405  STATE/COUNTY-  FL/WALTON
 BG2405  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2405
 BG2405                         *CURRENT SURVEY CONTROL
 BG2405  ___________________________________________________________________
 BG2405* NAD 83(1986)-  30 22 20.     (N)    086 20 47.     (W)     SCALED    
 BG2405* NAVD 88     -         7.007  (meters)      22.99   (feet)  ADJUSTED  
 BG2405  ___________________________________________________________________
 BG2405  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BG2405  DYNAMIC HT  -           6.998 (meters)      22.96  (feet)  COMP
 BG2405  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BG2405
 BG2405  VERT ORDER  -  SECOND    CLASS II
 BG2405
 BG2405.The horizontal coordinates were scaled from a topographic map and have
 BG2405.an estimated accuracy of +/- 6 seconds.
 BG2405
 BG2405.The orthometric height was determined by differential leveling
 BG2405.and adjusted by the National Geodetic Survey in June 1991..
 BG2405
 BG2405.The geoid height was determined by GEOID03.
 BG2405
 BG2405.The dynamic height is computed by dividing the NAVD 88
 BG2405.geopotential number by the normal gravity value computed on the
 BG2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2405.degrees latitude (g = 980.6199 gals.).
 BG2405
 BG2405.The modeled gravity was interpolated from observed gravity values.
 BG2405
 BG2405;                    North         East    Units  Estimated Accuracy
 BG2405;SPC FL N     -   153,550.      422,530.      MT  (+/- 180 meters Scaled)
 BG2405
 BG2405                          SUPERSEDED SURVEY CONTROL
 BG2405
 BG2405.No superseded survey control is available for this station.
 BG2405
 BG2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU628602(NAD 83)
 BG2405_MARKER: DD = SURVEY DISK
 BG2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2405_STAMPING: 60 76 A06 RM NO 1
 BG2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2405+STABILITY: SURFACE MOTION
 BG2405
 BG2405  HISTORY     - Date     Condition        Report By
 BG2405  HISTORY     - 1976     MONUMENTED       FLDT
 BG2405  HISTORY     - 1976     GOOD             FLDT
 BG2405
 BG2405                          STATION DESCRIPTION
 BG2405
 BG2405'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2405'10.1 MI E FROM DESTIN.
 BG2405'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2405'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2405'U.S. ROUTE 98 FOR ABOUT 3.2 MILES TO A GRADED ROAD LEADING SOUTH, THEN
 BG2405'SOUTH ON THE GRADED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK. WHICH
 BG2405'IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES
 BG2405'BELOW GROUND.  IT IS 81.0 FEET SOUTHWEST OF A POWER POLE, 27.0 FEET
 BG2405'EAST OF THE EXTENDED CENTER OF THE GRADED ROAD AND 1.0 FOOT SOUTH OF A
 BG2405'METAL WITNESS POST.  SECTION 34, T 2S, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2308 ***********************************************************************
 BG2308  DESIGNATION -  60 76 A06 RM 2
 BG2308  PID         -  BG2308
 BG2308  STATE/COUNTY-  FL/WALTON
 BG2308  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2308
 BG2308                         *CURRENT SURVEY CONTROL
 BG2308  ___________________________________________________________________
 BG2308* NAD 83(1986)-  30 22 20.     (N)    086 20 47.     (W)     SCALED    
 BG2308* NAVD 88     -         6.699  (meters)      21.98   (feet)  ADJUSTED  
 BG2308  ___________________________________________________________________
 BG2308  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BG2308  DYNAMIC HT  -           6.690 (meters)      21.95  (feet)  COMP
 BG2308  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BG2308
 BG2308  VERT ORDER  -  SECOND    CLASS II
 BG2308
 BG2308.The horizontal coordinates were scaled from a topographic map and have
 BG2308.an estimated accuracy of +/- 6 seconds.
 BG2308
 BG2308.The orthometric height was determined by differential leveling
 BG2308.and adjusted by the National Geodetic Survey in June 1991..
 BG2308
 BG2308.The geoid height was determined by GEOID03.
 BG2308
 BG2308.The dynamic height is computed by dividing the NAVD 88
 BG2308.geopotential number by the normal gravity value computed on the
 BG2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2308.degrees latitude (g = 980.6199 gals.).
 BG2308
 BG2308.The modeled gravity was interpolated from observed gravity values.
 BG2308
 BG2308;                    North         East    Units  Estimated Accuracy
 BG2308;SPC FL N     -   153,550.      422,530.      MT  (+/- 180 meters Scaled)
 BG2308
 BG2308                          SUPERSEDED SURVEY CONTROL
 BG2308
 BG2308.No superseded survey control is available for this station.
 BG2308
 BG2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU628602(NAD 83)
 BG2308_MARKER: DD = SURVEY DISK
 BG2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2308_STAMPING: 60 76 A06 RM NO2
 BG2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2308+STABILITY: SURFACE MOTION
 BG2308
 BG2308  HISTORY     - Date     Condition        Report By
 BG2308  HISTORY     - 1976     MONUMENTED       FLDT
 BG2308  HISTORY     - 1976     GOOD             FLDT
 BG2308
 BG2308                          STATION DESCRIPTION
 BG2308
 BG2308'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2308'10.1 MI E FROM DESTIN.
 BG2308'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2308'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2308'U.S. ROUTE 98 FOR ABOUT 3.2 MILES TO A GRADED ROAD LEADING SOUTH, THEN
 BG2308'SOUTH ON THE GRADED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK. WHICH
 BG2308'IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES
 BG2308'BELOW GROUND.  IT IS 107.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A 2
 BG2308'STORY BUILDING, 72.0 FEET WEST OF THE EXTENDED CENTER OF THE GRADED
 BG2308'ROAD AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 34, T 2S, R
 BG2308'21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2347 ***********************************************************************
 BG2347  DESIGNATION -  60 76 A07
 BG2347  PID         -  BG2347
 BG2347  STATE/COUNTY-  FL/WALTON
 BG2347  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2347
 BG2347                         *CURRENT SURVEY CONTROL
 BG2347  ___________________________________________________________________
 BG2347* NAD 83(1990)-  30 22 09.64729(N)    086 19 45.66765(W)     ADJUSTED  
 BG2347* NAVD 88     -         8.407  (meters)      27.58   (feet)  ADJUSTED  
 BG2347  ___________________________________________________________________
 BG2347  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BG2347  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG2347  DYNAMIC HT  -           8.396 (meters)      27.55  (feet)  COMP
 BG2347  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BG2347
 BG2347  HORZ ORDER  -  SECOND
 BG2347  VERT ORDER  -  SECOND    CLASS II
 BG2347
 BG2347.The horizontal coordinates were established by classical geodetic methods
 BG2347.and adjusted by the National Geodetic Survey in May 1991..
 BG2347
 BG2347.The orthometric height was determined by differential leveling
 BG2347.and adjusted by the National Geodetic Survey in June 1991..
 BG2347
 BG2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2347
 BG2347.The geoid height was determined by GEOID03.
 BG2347
 BG2347.The dynamic height is computed by dividing the NAVD 88
 BG2347.geopotential number by the normal gravity value computed on the
 BG2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2347.degrees latitude (g = 980.6199 gals.).
 BG2347
 BG2347.The modeled gravity was interpolated from observed gravity values.
 BG2347
 BG2347;                    North         East     Units Scale Factor Converg.
 BG2347;SPC FL N     -   153,199.924   424,165.422   MT  0.99995463   -0 55 09.5
 BG2347;SPC FL N     -   502,623.42  1,391,616.06   sFT  0.99995463   -0 55 09.5
 BG2347;UTM  16      - 3,359,903.767   564,442.295   MT  0.99965123   +0 20 20.7
 BG2347
 BG2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2347!SPC FL N     -   1.00000298  x   0.99995463  =   0.99995761
 BG2347!UTM  16      -   1.00000298  x   0.99965123  =   0.99965421
 BG2347
 BG2347:                Primary Azimuth Mark                     Grid Az
 BG2347:SPC FL N     -  60 76 A07 AZ MK                          002 44 20.0
 BG2347:UTM  16      -  60 76 A07 AZ MK                          001 28 49.8
 BG2347
 BG2347|---------------------------------------------------------------------|
 BG2347| PID    Reference Object                     Distance      Geod. Az  |
 BG2347|                                                           dddmmss.s |
 BG2347| BG2455 60 76 A07 AZ MK                     498.249 METERS 0014910.5 |
 BG2347| BG2406 60 76 A07 RM 1                       17.223 METERS 03948     |
 BG2347| BG4306 DNR 20 1976                           6.543 METERS 29723     |
 BG2347|---------------------------------------------------------------------|
 BG2347
 BG2347                          SUPERSEDED SURVEY CONTROL
 BG2347
 BG2347  NAD 83(1986)-  30 22 09.66284(N)    086 19 45.67587(W) AD(       ) 2
 BG2347  NAD 27      -  30 22 08.94407(N)    086 19 45.86888(W) AD(       ) 2
 BG2347  NGVD 29 (07/19/86)    8.55   (m)           28.1    (f) LEVELING    3  
 BG2347
 BG2347.Superseded values are not recommended for survey control.
 BG2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2347.See file dsdata.txt to determine how the superseded data were derived.
 BG2347
 BG2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6444259904(NAD 83)
 BG2347_MARKER: DD = SURVEY DISK
 BG2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2347_STAMPING: 60 76 A07
 BG2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2347+STABILITY: SURFACE MOTION
 BG2347
 BG2347  HISTORY     - Date     Condition        Report By
 BG2347  HISTORY     - 1976     MONUMENTED       FLDT
 BG2347  HISTORY     - 1976     GOOD             FLDT
 BG2347  HISTORY     - 19970204 MARK NOT FOUND   USPSQD
 BG2347
 BG2347                          STATION DESCRIPTION
 BG2347
 BG2347'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2347'STATION IS LOCATED ABOUT 6 MILES WEST OF SANTA ROSA BEACH AND
 BG2347'ABOUT 18 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON TOP OF A
 BG2347'SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2347'
 BG2347'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2347'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2347'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2347'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH ON STATE ROUTE 187
 BG2347'FOR 0.4 MILES TO AZIMUTH MARK, CONTINUE SOUTH ON STATE ROUTE 187
 BG2347'FOR 0.2 MILE TO END OF ROAD, CONTINUE ON FOOT IN A
 BG2347'SOUTH-SOUTHEAST DIRECTION FOR 200 FEET TO STATION.
 BG2347'
 BG2347'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2347'RESOURCES BRASS DISK, STAMPED 60 76 A07 SET IN THE TOP OF A
 BG2347'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 BG2347'IS 1/2 FOOT EAST OF PROJECTED CENTER OF STATE ROUTE 187, 2.2 FEET
 BG2347'SOUTH OF A METAL WITNESS POST AND 23.0 FEET NORTH OF SOUTH EDGE
 BG2347'OF SAND DUNES.
 BG2347'
 BG2347'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2347'TRANSPORTATION BRASS DISK, STAMPED 60 76 A07 RM NO 1, SET IN THE
 BG2347'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 BG2347'THE GROUND.  IT IS 1.3 FEET SOUTH OF A METAL WITNESS POST, 34 FEET
 BG2347'EAST OF PROJECTED CENTER OF STATE ROUTE 187 AND 77 FEET NORTH OF
 BG2347'SOUTH EDGE OF SAND DUNES.
 BG2347'
 BG2347'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2347'NATURAL RESOURCES BRASS DISK, STAMPED R20 WLTN 1973, SET IN THE
 BG2347'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS PROJECTING 10
 BG2347'INCHES ABOVE THE GROUND.  IT IS 1.5 FEET EAST OF A METAL WITNESS
 BG2347'POST, 21 FEET WEST OF PROJECT CENTER OF STATE ROUTE 187 AND 25
 BG2347'FEET NORTH OF SOUTH EDGE OF SAND DUNES.
 BG2347'
 BG2347'AZIMUTH MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2347'BRASS DISK, STAMPED 60 76 A07 AZ MK, SET IN THE TOP OF A 4 INCH
 BG2347'X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2347'IS 5.0 FEET WEST OF A METAL WITNESS POST, 14.4 FEET EAST OF
 BG2347'CENTER LINE OF STATE ROUTE 187 AND 84.0 FEET SOUTHEAST OF A
 BG2347'POWER POLE.
 BG2347
 BG2347                          STATION RECOVERY (1976)
 BG2347
 BG2347'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2347'11.35 MI E FROM DESTIN.
 BG2347'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2347'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2347'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2347'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO END OF ROAD, CONTINUE
 BG2347'SOUTH-SOUTHEAST ON FOOT FOR ABOUT 200.0 FEET AND STATION ON TOP OF
 BG2347'SAND DUNE.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4
 BG2347'INCHES BELOW GROUND.  IT IS 23.0 FEET NORTH OF THE SOUTH EDGE OF THE
 BG2347'SAND DUNE, 2.2 FEET SOUTH OF A METAL WITNESS POST AND 0.3 FOOT EAST OF
 BG2347'THE EXTENDED CENTER OF STATE ROUTE 187.  SECTION 35, T 2S, R 21W.
 BG2347
 BG2347                          STATION RECOVERY (1997)
 BG2347
 BG2347'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2348 ***********************************************************************
 BG2348  DESIGNATION -  60 76 A07 A
 BG2348  PID         -  BG2348
 BG2348  STATE/COUNTY-  FL/WALTON
 BG2348  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG2348
 BG2348                         *CURRENT SURVEY CONTROL
 BG2348  ___________________________________________________________________
 BG2348* NAD 83(1990)-  30 22 42.97834(N)    086 19 44.79672(W)     ADJUSTED  
 BG2348* NAVD 88     -         9.757  (meters)      32.01   (feet)  ADJUSTED  
 BG2348  ___________________________________________________________________
 BG2348  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BG2348  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG2348  DYNAMIC HT  -           9.744 (meters)      31.97  (feet)  COMP
 BG2348  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BG2348
 BG2348  HORZ ORDER  -  SECOND
 BG2348  VERT ORDER  -  SECOND    CLASS II
 BG2348
 BG2348.The horizontal coordinates were established by classical geodetic methods
 BG2348.and adjusted by the National Geodetic Survey in May 1991..
 BG2348
 BG2348.The orthometric height was determined by differential leveling
 BG2348.and adjusted by the National Geodetic Survey in June 1991..
 BG2348
 BG2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2348
 BG2348.The geoid height was determined by GEOID03.
 BG2348
 BG2348.The dynamic height is computed by dividing the NAVD 88
 BG2348.geopotential number by the normal gravity value computed on the
 BG2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2348.degrees latitude (g = 980.6199 gals.).
 BG2348
 BG2348.The modeled gravity was interpolated from observed gravity values.
 BG2348
 BG2348;                    North         East     Units Scale Factor Converg.
 BG2348;SPC FL N     -   154,225.772   424,205.139   MT  0.99995521   -0 55 09.0
 BG2348;SPC FL N     -   505,989.05  1,391,746.36   sFT  0.99995521   -0 55 09.0
 BG2348;UTM  16      - 3,360,929.929   564,459.467   MT  0.99965126   +0 20 21.4
 BG2348
 BG2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2348!SPC FL N     -   1.00000277  x   0.99995521  =   0.99995798
 BG2348!UTM  16      -   1.00000277  x   0.99965126  =   0.99965403
 BG2348
 BG2348|---------------------------------------------------------------------|
 BG2348| PID    Reference Object                     Distance      Geod. Az  |
 BG2348|                                                           dddmmss.s |
 BG2348| BG2186 MULE                                 37.654 METERS 08434     |
 BG2348| BG2347 60 76 A07                           APPROX. 1.0 KM 1811752.6 |
 BG2348|---------------------------------------------------------------------|
 BG2348
 BG2348                          SUPERSEDED SURVEY CONTROL
 BG2348
 BG2348  NAD 83(1986)-  30 22 42.99397(N)    086 19 44.80474(W) AD(       ) 2
 BG2348  NAD 27      -  30 22 42.27612(N)    086 19 44.99886(W) AD(       ) 2
 BG2348  NGVD 29 (07/19/86)    9.89   (m)           32.4    (f) LEVELING    3  
 BG2348
 BG2348.Superseded values are not recommended for survey control.
 BG2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2348.See file dsdata.txt to determine how the superseded data were derived.
 BG2348
 BG2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6445960930(NAD 83)
 BG2348_MARKER: DD = SURVEY DISK
 BG2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2348_STAMPING: 60 76 A07 A
 BG2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2348+STABILITY: SURFACE MOTION
 BG2348
 BG2348  HISTORY     - Date     Condition        Report By
 BG2348  HISTORY     - 1976     MONUMENTED       FLDT
 BG2348  HISTORY     - 1976     GOOD             FLDT
 BG2348  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2348
 BG2348                          STATION DESCRIPTION
 BG2348
 BG2348'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2348'STATION IS LOCATED ABOUT 6 MILES WEST OF SANTA ROSA BEACH AND
 BG2348'ABOUT 18 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON THE NORTH
 BG2348'SIDE OF U.S. ROUTE 98.
 BG2348'
 BG2348'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2348'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2348'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATION
 BG2348'ON THE LEFT, OPPOSITE STATE ROUTE 187.
 BG2348'
 BG2348'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2348'BRASS DISK, STAMPED 60 76 A07A, SET IN THE TOP OF A 4 INCH X 4
 BG2348'INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2348'1 FOOT WEST OF PROJECTED CENTER OF STATE ROUTE 187, 2.6 FEET
 BG2348'NORTH OF A METAL WITNESS POST, 25.3 FEET SOUTHEAST OF SOUTHEAST
 BG2348'CORNER OF A FRAME BUILDING, 81.0 FEET NORTH OF CENTERLINE OF
 BG2348'U.S. ROUTE 98 AND 81.0 FEET WEST-NORTHWEST OF A POWERLINE POLE.
 BG2348
 BG2348                          STATION RECOVERY (1976)
 BG2348
 BG2348'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2348'10.75 MI E FROM DESTIN.
 BG2348'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2348'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2348'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187 AND STATION.
 BG2348'WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2348'INCHES BELOW GROUND.  IT IS 81.0 FEET NORTH OF CENTER OF U.S. ROUTE
 BG2348'98, 81.0 FEET WEST-NORTHWEST OF A POWER POLE, 25.3 FEET SOUTHEAST OF
 BG2348'THE SOUTHEAST CORNER OF A FRAME OFFICE BUILDING, 2.6 FEET NORTH OF A
 BG2348'METAL WITNESS POST AND 1.0 FOOT WEST OF THE EXTENDED CENTER OF STATE
 BG2348'ROUTE 187.  SECTION 27, T 2S, R 21W.
 BG2348
 BG2348                          STATION RECOVERY (1990)
 BG2348
 BG2348'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2455 ***********************************************************************
 BG2455  DESIGNATION -  60 76 A07 AZ MK
 BG2455  PID         -  BG2455
 BG2455  STATE/COUNTY-  FL/WALTON
 BG2455  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2455
 BG2455                         *CURRENT SURVEY CONTROL
 BG2455  ___________________________________________________________________
 BG2455* NAD 83(1990)-  30 22 25.81916(N)    086 19 45.07513(W)     ADJUSTED  
 BG2455* NAVD 88     -         6.214  (meters)      20.39   (feet)  ADJUSTED  
 BG2455  ___________________________________________________________________
 BG2455  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BG2455  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG2455  DYNAMIC HT  -           6.206 (meters)      20.36  (feet)  COMP
 BG2455  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BG2455
 BG2455  HORZ ORDER  -  THIRD
 BG2455  VERT ORDER  -  SECOND    CLASS II
 BG2455
 BG2455.The horizontal coordinates were established by classical geodetic methods
 BG2455.and adjusted by the National Geodetic Survey in May 1991..
 BG2455.No horizontal observational check was made to the station.
 BG2455
 BG2455.The orthometric height was determined by differential leveling
 BG2455.and adjusted by the National Geodetic Survey in June 1991..
 BG2455
 BG2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2455
 BG2455.The geoid height was determined by GEOID03.
 BG2455
 BG2455.The dynamic height is computed by dividing the NAVD 88
 BG2455.geopotential number by the normal gravity value computed on the
 BG2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2455.degrees latitude (g = 980.6199 gals.).
 BG2455
 BG2455.The modeled gravity was interpolated from observed gravity values.
 BG2455
 BG2455;                    North         East     Units Scale Factor Converg.
 BG2455;SPC FL N     -   153,697.581   424,189.230   MT  0.99995490   -0 55 09.2
 BG2455;SPC FL N     -   504,256.15  1,391,694.17   sFT  0.99995490   -0 55 09.2
 BG2455;UTM  16      - 3,360,401.676   564,455.163   MT  0.99965125   +0 20 21.1
 BG2455
 BG2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2455!SPC FL N     -   1.00000333  x   0.99995490  =   0.99995823
 BG2455!UTM  16      -   1.00000333  x   0.99965125  =   0.99965457
 BG2455
 BG2455                          SUPERSEDED SURVEY CONTROL
 BG2455
 BG2455  NAD 83(1986)-  30 22 25.83470(N)    086 19 45.08325(W) AD(       ) 3
 BG2455  NAD 27      -  30 22 25.11639(N)    086 19 45.27677(W) AD(       ) 3
 BG2455  NGVD 29 (07/19/86)    6.35   (m)           20.8    (f) LEVELING    3  
 BG2455
 BG2455.Superseded values are not recommended for survey control.
 BG2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2455.See file dsdata.txt to determine how the superseded data were derived.
 BG2455
 BG2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6445560402(NAD 83)
 BG2455_MARKER: DD = SURVEY DISK
 BG2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2455_STAMPING: 60 76 A07 AZ MK
 BG2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2455+STABILITY: SURFACE MOTION
 BG2455
 BG2455  HISTORY     - Date     Condition        Report By
 BG2455  HISTORY     - 1976     MONUMENTED       FLDT
 BG2455  HISTORY     - 1976     GOOD             FLDT
 BG2455
 BG2455                          STATION DESCRIPTION
 BG2455
 BG2455'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2455'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2455'STAMPED 60 76 A07 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2455'MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 5.0 FEET WEST
 BG2455'OF A METAL WITNESS POST, 14.4 FEET EAST OF CENTER LINE OF STATE
 BG2455'ROUTE 187 AND 84.0 FEET SOUTHEAST OF A POWER POLE.
 BG2455
 BG2455                          STATION RECOVERY (1976)
 BG2455
 BG2455'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2455'11.15 MI E FROM DESTIN.
 BG2455'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2455'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2455'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2455'ON STATE ROUTE 187 FOR ABOUT 0.4 MILE AND AZIMUTH MARK.  WHICH IS SET
 BG2455'IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW
 BG2455'GROUND.  IT IS 84.0 FEET SOUTHEAST OF A POWER POLE, 14.4 FEET EAST OF
 BG2455'CENTER OF STATE ROUTE 187 AND 5.0 FEET WEST OF A METAL WITNESS POST.
 BG2455'SECTION 35, T 2S, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2406 ***********************************************************************
 BG2406  DESIGNATION -  60 76 A07 RM 1
 BG2406  PID         -  BG2406
 BG2406  STATE/COUNTY-  FL/WALTON
 BG2406  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2406
 BG2406                         *CURRENT SURVEY CONTROL
 BG2406  ___________________________________________________________________
 BG2406* NAD 83(1986)-  30 22 09.     (N)    086 19 45.     (W)     SCALED    
 BG2406* NAVD 88     -         5.596  (meters)      18.36   (feet)  ADJUSTED  
 BG2406  ___________________________________________________________________
 BG2406  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG2406  DYNAMIC HT  -           5.589 (meters)      18.34  (feet)  COMP
 BG2406  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BG2406
 BG2406  VERT ORDER  -  SECOND    CLASS II
 BG2406
 BG2406.The horizontal coordinates were scaled from a topographic map and have
 BG2406.an estimated accuracy of +/- 6 seconds.
 BG2406
 BG2406.The orthometric height was determined by differential leveling
 BG2406.and adjusted by the National Geodetic Survey in June 1991..
 BG2406
 BG2406.The geoid height was determined by GEOID03.
 BG2406
 BG2406.The dynamic height is computed by dividing the NAVD 88
 BG2406.geopotential number by the normal gravity value computed on the
 BG2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2406.degrees latitude (g = 980.6199 gals.).
 BG2406
 BG2406.The modeled gravity was interpolated from observed gravity values.
 BG2406
 BG2406;                    North         East    Units  Estimated Accuracy
 BG2406;SPC FL N     -   153,180.      424,180.      MT  (+/- 180 meters Scaled)
 BG2406
 BG2406                          SUPERSEDED SURVEY CONTROL
 BG2406
 BG2406.No superseded survey control is available for this station.
 BG2406
 BG2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU644598(NAD 83)
 BG2406_MARKER: DD = SURVEY DISK
 BG2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2406_STAMPING: 60 76 A07 RM NO 1
 BG2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2406+STABILITY: SURFACE MOTION
 BG2406
 BG2406  HISTORY     - Date     Condition        Report By
 BG2406  HISTORY     - 1976     MONUMENTED       FLDT
 BG2406  HISTORY     - 1976     GOOD             FLDT
 BG2406
 BG2406                          STATION DESCRIPTION
 BG2406
 BG2406'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2406'11.35 MI E FROM DESTIN.
 BG2406'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2406'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2406'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2406'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO END OF ROAD, CONTINUE
 BG2406'SOUTH-SOUTHEAST ON FOOT FOR ABOUT 200.0 FEET AND REFERENCE MARK ON TOP
 BG2406'OF SAND DUNE.  WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE
 BG2406'MONUMENT 4 INCHES BELOW GROUND.  IT IS 77.0 FEET NORTH OF THE SOUTH
 BG2406'EDGE OF THE SAND DUNE, 34.0 FEET EAST OF THE EXTENDED CENTER OF STATE
 BG2406'ROUTE 187 AND 1.3 FEET SOUTH OF A METAL WITNESS POST. SECTION 35, T
 BG2406'2S, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2349 ***********************************************************************
 BG2349  DESIGNATION -  60 76 A08
 BG2349  PID         -  BG2349
 BG2349  STATE/COUNTY-  FL/WALTON
 BG2349  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2349
 BG2349                         *CURRENT SURVEY CONTROL
 BG2349  ___________________________________________________________________
 BG2349* NAD 83(1990)-  30 21 58.59311(N)    086 18 44.94343(W)     ADJUSTED  
 BG2349* NAVD 88     -         9.502  (meters)      31.17   (feet)  ADJUSTED  
 BG2349  ___________________________________________________________________
 BG2349  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BG2349  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG2349  DYNAMIC HT  -           9.489 (meters)      31.13  (feet)  COMP
 BG2349  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BG2349
 BG2349  HORZ ORDER  -  SECOND
 BG2349  VERT ORDER  -  SECOND    CLASS II
 BG2349
 BG2349.The horizontal coordinates were established by classical geodetic methods
 BG2349.and adjusted by the National Geodetic Survey in May 1991..
 BG2349
 BG2349.The orthometric height was determined by differential leveling
 BG2349.and adjusted by the National Geodetic Survey in June 1991..
 BG2349
 BG2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2349
 BG2349.The geoid height was determined by GEOID03.
 BG2349
 BG2349.The dynamic height is computed by dividing the NAVD 88
 BG2349.geopotential number by the normal gravity value computed on the
 BG2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2349.degrees latitude (g = 980.6199 gals.).
 BG2349
 BG2349.The modeled gravity was interpolated from observed gravity values.
 BG2349
 BG2349;                    North         East     Units Scale Factor Converg.
 BG2349;SPC FL N     -   152,833.685   425,781.186   MT  0.99995444   -0 54 39.0
 BG2349;SPC FL N     -   501,421.85  1,396,917.11   sFT  0.99995444   -0 54 39.0
 BG2349;UTM  16      - 3,359,573.201   566,065.221   MT  0.99965384   +0 20 51.3
 BG2349
 BG2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2349!SPC FL N     -   1.00000281  x   0.99995444  =   0.99995725
 BG2349!UTM  16      -   1.00000281  x   0.99965384  =   0.99965665
 BG2349
 BG2349:                Primary Azimuth Mark                     Grid Az
 BG2349:SPC FL N     -  CEN TEL MICROWAVE TOWER                  019 46 34.3
 BG2349:UTM  16      -  CEN TEL MICROWAVE TOWER                  018 31 04.0
 BG2349
 BG2349|---------------------------------------------------------------------|
 BG2349| PID    Reference Object                     Distance      Geod. Az  |
 BG2349|                                                           dddmmss.s |
 BG2349| BG4300 CEN TEL MICROWAVE TOWER             APPROX. 1.3 KM 0185155.3 |
 BG2349| BG2407 60 76 A08 RM 1                       15.540 METERS 10512     |
 BG2349| BG2347 60 76 A07                           APPROX. 1.7 KM 2815137.5 |
 BG2349| BG2309 60 76 A08 RM 2                       20.215 METERS 34455     |
 BG2349|---------------------------------------------------------------------|
 BG2349
 BG2349                          SUPERSEDED SURVEY CONTROL
 BG2349
 BG2349  NAD 83(1986)-  30 21 58.60841(N)    086 18 44.95178(W) AD(       ) 2
 BG2349  NAD 27      -  30 21 57.89049(N)    086 18 45.14536(W) AD(       ) 2
 BG2349  NGVD 29 (07/19/86)    9.64   (m)           31.6    (f) LEVELING    3  
 BG2349
 BG2349.Superseded values are not recommended for survey control.
 BG2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2349.See file dsdata.txt to determine how the superseded data were derived.
 BG2349
 BG2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6606559573(NAD 83)
 BG2349_MARKER: DD = SURVEY DISK
 BG2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2349_STAMPING: 60 76 A08
 BG2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2349+STABILITY: SURFACE MOTION
 BG2349
 BG2349  HISTORY     - Date     Condition        Report By
 BG2349  HISTORY     - 1976     MONUMENTED       FLDT
 BG2349  HISTORY     - 1976     GOOD             FLDT
 BG2349  HISTORY     - 19970416 MARK NOT FOUND   USPSQD
 BG2349
 BG2349                          STATION DESCRIPTION
 BG2349
 BG2349'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2349'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF SANTA ROSA
 BG2349'BEACH AND ABOUT 19 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON
 BG2349'THE TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2349'
 BG2349'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2349'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2349'CONTINUE EAST ON U.S. 98 FOR 4.15 MILES TO STATE ROUTE 187
 BG2349'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH (FROM THIS
 BG2349'POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO CONTINUE TO
 BG2349'STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG THE BEACH FOR
 BG2349'1.0 MILE TO STATION ON THE LEFT.
 BG2349'
 BG2349'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2349'RESOURCES BRASS DISK, STAMPED 60 76 A08, SET IN THE TOP OF A
 BG2349'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2349'IS 2.4 FEET SOUTH OF A METAL WITNESS POST, 23.0 FEET NORTH OF
 BG2349'SOUTH EDGE OF SAND DUNE AND 147.0 FEET SOUTHWEST OF A TWISTED
 BG2349'PINE STUMP.
 BG2349'
 BG2349'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2349'TRANSPORTATION BRASS DISK, STAMPED 60 76 A08 RM NO 1, SET IN THE
 BG2349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2349'THE GROUND.  IT IS 1.0 FOOT NORTH OF A METAL WITNESS POST AND 20
 BG2349'FEET NORTH OF SOUTH EDGE OF SAND DUNE.
 BG2349'
 BG2349'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2349'TRANSPORTATION BRASS DISK, STAMPED 60 76 A08 RM NO 2, SET IN THE
 BG2349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2349'THE GROUND.  IT IS 2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND
 BG2349'88 FEET NORTH OF SOUTH EDGE OF SAND DUNE.
 BG2349
 BG2349                          STATION RECOVERY (1976)
 BG2349
 BG2349'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2349'12.35 MI E FROM DESTIN.
 BG2349'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2349'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2349'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2349'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2349'BEACH FOR ABOUT 1.0 MILE AND STATION ON TOP OF A SAND DUNE. WHICH IS
 BG2349'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT
 BG2349'IS 147.0 FEET SOUTHWEST OF A TWISTED PINE STUMP, 23.0 FEET NORTH OF
 BG2349'THE SOUTH EDGE OF THE SAND DUNE AND 2.4 FEET SOUTH OF A METAL WITNESS
 BG2349'POST.  SECTION 36, T 2S, R 21W.
 BG2349
 BG2349                          STATION RECOVERY (1997)
 BG2349
 BG2349'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2407 ***********************************************************************
 BG2407  DESIGNATION -  60 76 A08 RM 1
 BG2407  PID         -  BG2407
 BG2407  STATE/COUNTY-  FL/WALTON
 BG2407  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2407
 BG2407                         *CURRENT SURVEY CONTROL
 BG2407  ___________________________________________________________________
 BG2407* NAD 83(1986)-  30 21 58.     (N)    086 18 45.     (W)     SCALED    
 BG2407* NAVD 88     -         7.924  (meters)      26.00   (feet)  ADJUSTED  
 BG2407  ___________________________________________________________________
 BG2407  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG2407  DYNAMIC HT  -           7.914 (meters)      25.96  (feet)  COMP
 BG2407  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BG2407
 BG2407  VERT ORDER  -  SECOND    CLASS II
 BG2407
 BG2407.The horizontal coordinates were scaled from a topographic map and have
 BG2407.an estimated accuracy of +/- 6 seconds.
 BG2407
 BG2407.The orthometric height was determined by differential leveling
 BG2407.and adjusted by the National Geodetic Survey in June 1991..
 BG2407
 BG2407.The geoid height was determined by GEOID03.
 BG2407
 BG2407.The dynamic height is computed by dividing the NAVD 88
 BG2407.geopotential number by the normal gravity value computed on the
 BG2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2407.degrees latitude (g = 980.6199 gals.).
 BG2407
 BG2407.The modeled gravity was interpolated from observed gravity values.
 BG2407
 BG2407;                    North         East    Units  Estimated Accuracy
 BG2407;SPC FL N     -   152,820.      425,780.      MT  (+/- 180 meters Scaled)
 BG2407
 BG2407                          SUPERSEDED SURVEY CONTROL
 BG2407
 BG2407.No superseded survey control is available for this station.
 BG2407
 BG2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU660595(NAD 83)
 BG2407_MARKER: DD = SURVEY DISK
 BG2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2407_STAMPING: 60 76 A08 RM NO 1
 BG2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2407+STABILITY: SURFACE MOTION
 BG2407
 BG2407  HISTORY     - Date     Condition        Report By
 BG2407  HISTORY     - 1976     MONUMENTED       FLDT
 BG2407  HISTORY     - 1976     GOOD             FLDT
 BG2407
 BG2407                          STATION DESCRIPTION
 BG2407
 BG2407'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2407'12.35 MI E FROM DESTIN.
 BG2407'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2407'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2407'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2407'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2407'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK ON TOP OF SAND DUNE. WHICH
 BG2407'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3
 BG2407'INCHES BELOW GROUND.  IT IS 20.0 FEET NORTH OF THE SOUTH EDGE OF THE
 BG2407'SAND DUNE AND 1.0 FOOT NORTH OF A METAL WITNESS POST.  SECTION 36, T
 BG2407'2S, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2309 ***********************************************************************
 BG2309  DESIGNATION -  60 76 A08 RM 2
 BG2309  PID         -  BG2309
 BG2309  STATE/COUNTY-  FL/WALTON
 BG2309  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2309
 BG2309                         *CURRENT SURVEY CONTROL
 BG2309  ___________________________________________________________________
 BG2309* NAD 83(1986)-  30 21 58.     (N)    086 18 45.     (W)     SCALED    
 BG2309* NAVD 88     -         8.323  (meters)      27.31   (feet)  ADJUSTED  
 BG2309  ___________________________________________________________________
 BG2309  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG2309  DYNAMIC HT  -           8.312 (meters)      27.27  (feet)  COMP
 BG2309  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BG2309
 BG2309  VERT ORDER  -  SECOND    CLASS II
 BG2309
 BG2309.The horizontal coordinates were scaled from a topographic map and have
 BG2309.an estimated accuracy of +/- 6 seconds.
 BG2309
 BG2309.The orthometric height was determined by differential leveling
 BG2309.and adjusted by the National Geodetic Survey in June 1991..
 BG2309
 BG2309.The geoid height was determined by GEOID03.
 BG2309
 BG2309.The dynamic height is computed by dividing the NAVD 88
 BG2309.geopotential number by the normal gravity value computed on the
 BG2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2309.degrees latitude (g = 980.6199 gals.).
 BG2309
 BG2309.The modeled gravity was interpolated from observed gravity values.
 BG2309
 BG2309;                    North         East    Units  Estimated Accuracy
 BG2309;SPC FL N     -   152,820.      425,780.      MT  (+/- 180 meters Scaled)
 BG2309
 BG2309                          SUPERSEDED SURVEY CONTROL
 BG2309
 BG2309.No superseded survey control is available for this station.
 BG2309
 BG2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU660595(NAD 83)
 BG2309_MARKER: DD = SURVEY DISK
 BG2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2309_STAMPING: 60 76 A08 RM NO 2
 BG2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2309+STABILITY: SURFACE MOTION
 BG2309
 BG2309  HISTORY     - Date     Condition        Report By
 BG2309  HISTORY     - 1976     MONUMENTED       FLDT
 BG2309  HISTORY     - 1976     GOOD             FLDT
 BG2309
 BG2309                          STATION DESCRIPTION
 BG2309
 BG2309'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2309'12.35 MI E FROM DESTIN.
 BG2309'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2309'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2309'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2309'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2309'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BG2309'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW GROUND.
 BG2309'IT IS 88.0 FEET NORTH OF THE SOUTH EDGE OF THE SAND DUNE AND 2.0 FEET
 BG2309'SOUTHEAST OF A METAL WITNESS POST.  SECTION 36, T 2S, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2350 ***********************************************************************
 BG2350  DESIGNATION -  60 76 A09
 BG2350  PID         -  BG2350
 BG2350  STATE/COUNTY-  FL/WALTON
 BG2350  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2350
 BG2350                         *CURRENT SURVEY CONTROL
 BG2350  ___________________________________________________________________
 BG2350* NAD 83(1990)-  30 21 51.48061(N)    086 18 08.64626(W)     ADJUSTED  
 BG2350* NAVD 88     -        10.338  (meters)      33.92   (feet)  ADJUSTED  
 BG2350  ___________________________________________________________________
 BG2350  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BG2350  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG2350  DYNAMIC HT  -          10.324 (meters)      33.87  (feet)  COMP
 BG2350  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG2350
 BG2350  HORZ ORDER  -  SECOND
 BG2350  VERT ORDER  -  SECOND    CLASS II
 BG2350
 BG2350.The horizontal coordinates were established by classical geodetic methods
 BG2350.and adjusted by the National Geodetic Survey in May 1991..
 BG2350
 BG2350.The orthometric height was determined by differential leveling
 BG2350.and adjusted by the National Geodetic Survey in June 1991..
 BG2350
 BG2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2350
 BG2350.The geoid height was determined by GEOID03.
 BG2350
 BG2350.The dynamic height is computed by dividing the NAVD 88
 BG2350.geopotential number by the normal gravity value computed on the
 BG2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2350.degrees latitude (g = 980.6199 gals.).
 BG2350
 BG2350.The modeled gravity was interpolated from observed gravity values.
 BG2350
 BG2350;                    North         East     Units Scale Factor Converg.
 BG2350;SPC FL N     -   152,599.336   426,746.793   MT  0.99995432   -0 54 20.7
 BG2350;SPC FL N     -   500,652.99  1,400,085.10   sFT  0.99995432   -0 54 20.7
 BG2350;UTM  16      - 3,359,360.178   567,035.451   MT  0.99965544   +0 21 09.5
 BG2350
 BG2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2350!SPC FL N     -   1.00000268  x   0.99995432  =   0.99995700
 BG2350!UTM  16      -   1.00000268  x   0.99965544  =   0.99965812
 BG2350
 BG2350|---------------------------------------------------------------------|
 BG2350| PID    Reference Object                     Distance      Geod. Az  |
 BG2350|                                                           dddmmss.s |
 BG2350| BG2408 60 76 A09 RM 1                       17.089 METERS 05209     |
 BG2350| BG2310 60 76 A09 RM 2                       17.934 METERS 10153     |
 BG2350| BG2454 60 76 A09 AZ MK                     APPROX. 0.5 KM 1023149.5 |
 BG2350| BG4300 CEN TEL MICROWAVE TOWER             APPROX. 1.6 KM 3395002.3 |
 BG2350|---------------------------------------------------------------------|
 BG2350
 BG2350                          SUPERSEDED SURVEY CONTROL
 BG2350
 BG2350  NAD 83(1986)-  30 21 51.49579(N)    086 18 08.65470(W) AD(       ) 2
 BG2350  NAD 27      -  30 21 50.77810(N)    086 18 08.84811(W) AD(       ) 2
 BG2350  NGVD 29 (07/19/86)   10.48   (m)           34.4    (f) LEVELING    3  
 BG2350
 BG2350.Superseded values are not recommended for survey control.
 BG2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2350.See file dsdata.txt to determine how the superseded data were derived.
 BG2350
 BG2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6703559360(NAD 83)
 BG2350_MARKER: DD = SURVEY DISK
 BG2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2350_STAMPING: 60 76 A 09
 BG2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2350+STABILITY: SURFACE MOTION
 BG2350
 BG2350  HISTORY     - Date     Condition        Report By
 BG2350  HISTORY     - 1976     MONUMENTED       FLDT
 BG2350  HISTORY     - 1976     GOOD             FLDT
 BG2350  HISTORY     - 19970416 MARK NOT FOUND   USPSQD
 BG2350
 BG2350                          STATION DESCRIPTION
 BG2350
 BG2350'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2350'STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF SANTA ROSA
 BG2350'BEACH AND ABOUT 20 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON
 BG2350'THE TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2350'
 BG2350'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2350'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2350'CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE ROUTE 187
 BG2350'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH, (FROM THIS
 BG2350'POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO CONTINUE TO
 BG2350'STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG THE BEACH FOR
 BG2350'1.7 MILES TO STATION ON THE LEFT, JUST EAST OF A GAP IN THE
 BG2350'SAND DUNES.
 BG2350'
 BG2350'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2350'RESOURCES BRASS DISK, STAMPED 60 76 A09, SET IN THE TOP OF A
 BG2350'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2350'IS 2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 36 FEET
 BG2350'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE AND 63 FEET EAST OF
 BG2350'WEST EDGE OF SAND DUNE.
 BG2350'
 BG2350'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2350'TRANSPORTATION BRASS DISK, STAMPED 60 76 A09 RM NO 1, SET IN THE
 BG2350'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2350'THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND 83
 BG2350'FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2350'
 BG2350'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2350'TRANSPORTATION BRASS DISK, STAMPED 60 76 A09 RM NO 2, SET IN THE
 BG2350'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2350'THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND 36
 BG2350'FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2350'
 BG2350'TO REACH AZIMUTH MARK.  GO EAST-SOUTHEAST ALONG THE BEACH FOR
 BG2350'0.4 MILE TO AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD FLORIDA,
 BG2350'DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED 60 76 A09 AZ MK,
 BG2350'SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS
 BG2350'FLUSH WITH THE GROUND.  IT IS 1.6 FEET SOUTH-SOUTHWEST OF A METAL
 BG2350'WITNESS POST AND 39 FEET NORTH-NORTHEAST OF THE BOTTOM OF SAND
 BG2350'DUNE.
 BG2350
 BG2350                          STATION RECOVERY (1976)
 BG2350
 BG2350'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2350'13.05 MI E FROM DESTIN.
 BG2350'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2350'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2350'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2350'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2350'BEACH FOR ABOUT 1.7 MILES TO A POINT JUST EAST OF A GAP IN THE SAND
 BG2350'DUNES AND STATION ON TOP OF A SAND DUNE.  WHICH IS SET IN THE TOP OF A
 BG2350'ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 63.0 FEET EAST
 BG2350'OF THE WEST EDGE OF THE SAND DUNE, 36.0 FEET NORTH-NORTHEAST OF THE
 BG2350'SOUTH EDGE OF THE SAND DUNE AND 2.3 FEET SOUTH-SOUTHWEST OF A METAL
 BG2350'WITNESS POST.  SECTION 36, T 2S, R 21W.
 BG2350
 BG2350                          STATION RECOVERY (1997)
 BG2350
 BG2350'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2454 ***********************************************************************
 BG2454  DESIGNATION -  60 76 A09 AZ MK
 BG2454  PID         -  BG2454
 BG2454  STATE/COUNTY-  FL/WALTON
 BG2454  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2454
 BG2454                         *CURRENT SURVEY CONTROL
 BG2454  ___________________________________________________________________
 BG2454* NAD 83(1990)-  30 21 47.66258(N)    086 17 48.83811(W)     ADJUSTED  
 BG2454* NAVD 88     -         9.035  (meters)      29.64   (feet)  ADJUSTED  
 BG2454  ___________________________________________________________________
 BG2454  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BG2454  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG2454  DYNAMIC HT  -           9.023 (meters)      29.60  (feet)  COMP
 BG2454  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BG2454
 BG2454  HORZ ORDER  -  THIRD
 BG2454  VERT ORDER  -  SECOND    CLASS II
 BG2454
 BG2454.The horizontal coordinates were established by classical geodetic methods
 BG2454.and adjusted by the National Geodetic Survey in May 1991..
 BG2454.No horizontal observational check was made to the station.
 BG2454
 BG2454.The orthometric height was determined by differential leveling
 BG2454.and adjusted by the National Geodetic Survey in June 1991..
 BG2454
 BG2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2454
 BG2454.The geoid height was determined by GEOID03.
 BG2454
 BG2454.The dynamic height is computed by dividing the NAVD 88
 BG2454.geopotential number by the normal gravity value computed on the
 BG2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2454.degrees latitude (g = 980.6199 gals.).
 BG2454
 BG2454.The modeled gravity was interpolated from observed gravity values.
 BG2454
 BG2454;                    North         East     Units Scale Factor Converg.
 BG2454;SPC FL N     -   152,473.436   427,273.793   MT  0.99995426   -0 54 10.8
 BG2454;SPC FL N     -   500,239.93  1,401,814.10   sFT  0.99995426   -0 54 10.8
 BG2454;UTM  16      - 3,359,245.916   567,564.931   MT  0.99965632   +0 21 19.5
 BG2454
 BG2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2454!SPC FL N     -   1.00000288  x   0.99995426  =   0.99995714
 BG2454!UTM  16      -   1.00000288  x   0.99965632  =   0.99965920
 BG2454
 BG2454                          SUPERSEDED SURVEY CONTROL
 BG2454
 BG2454  NAD 83(1986)-  30 21 47.67769(N)    086 17 48.84656(W) AD(       ) 3
 BG2454  NAD 27      -  30 21 46.96019(N)    086 17 49.04050(W) AD(       ) 3
 BG2454  NGVD 29 (07/19/86)    9.18   (m)           30.1    (f) LEVELING    3  
 BG2454
 BG2454.Superseded values are not recommended for survey control.
 BG2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2454.See file dsdata.txt to determine how the superseded data were derived.
 BG2454
 BG2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6756559246(NAD 83)
 BG2454_MARKER: DD = SURVEY DISK
 BG2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2454_STAMPING: 60 76 A09 AZ MK
 BG2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2454+STABILITY: SURFACE MOTION
 BG2454
 BG2454  HISTORY     - Date     Condition        Report By
 BG2454  HISTORY     - 1976     MONUMENTED       FLDT
 BG2454  HISTORY     - 1976     GOOD             FLDT
 BG2454
 BG2454                          STATION DESCRIPTION
 BG2454
 BG2454'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2454'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2454'STAMPED 60 76 A09 AZ MK, SET IN THE TIP OF A 4 X 4 INCH CONCRETE
 BG2454'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.6 FEET
 BG2454'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 39 FEET
 BG2454'NORTH-NORTHEAST OF THE BOTTOM OF SAND DUNE.
 BG2454
 BG2454                          STATION RECOVERY (1976)
 BG2454
 BG2454'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2454'13.35 MI E FROM DESTIN.
 BG2454'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2454'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2454'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2454'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2454'BEACH FOR ABOUT 2.0 MILES AND AZIMUTH MARK.  WHICH IS SET IN THE TOP
 BG2454'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BG2454'IT IS 39.0 FEET NORTH-NORTHEAST OF THE BOTTOM OF A SAND DUNE AND 1.6
 BG2454'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 36, T 2S, R
 BG2454'21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2408 ***********************************************************************
 BG2408  DESIGNATION -  60 76 A09 RM 1
 BG2408  PID         -  BG2408
 BG2408  STATE/COUNTY-  FL/WALTON
 BG2408  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2408
 BG2408                         *CURRENT SURVEY CONTROL
 BG2408  ___________________________________________________________________
 BG2408* NAD 83(1986)-  30 21 51.     (N)    086 18 08.     (W)     SCALED    
 BG2408* NAVD 88     -         9.656  (meters)      31.68   (feet)  ADJUSTED  
 BG2408  ___________________________________________________________________
 BG2408  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG2408  DYNAMIC HT  -           9.643 (meters)      31.64  (feet)  COMP
 BG2408  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG2408
 BG2408  VERT ORDER  -  SECOND    CLASS II
 BG2408
 BG2408.The horizontal coordinates were scaled from a topographic map and have
 BG2408.an estimated accuracy of +/- 6 seconds.
 BG2408
 BG2408.The orthometric height was determined by differential leveling
 BG2408.and adjusted by the National Geodetic Survey in June 1991..
 BG2408
 BG2408.The geoid height was determined by GEOID03.
 BG2408
 BG2408.The dynamic height is computed by dividing the NAVD 88
 BG2408.geopotential number by the normal gravity value computed on the
 BG2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2408.degrees latitude (g = 980.6199 gals.).
 BG2408
 BG2408.The modeled gravity was interpolated from observed gravity values.
 BG2408
 BG2408;                    North         East    Units  Estimated Accuracy
 BG2408;SPC FL N     -   152,580.      426,760.      MT  (+/- 180 meters Scaled)
 BG2408
 BG2408                          SUPERSEDED SURVEY CONTROL
 BG2408
 BG2408.No superseded survey control is available for this station.
 BG2408
 BG2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU670593(NAD 83)
 BG2408_MARKER: DD = SURVEY DISK
 BG2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2408_STAMPING: 60 76 A09 RM NO 1
 BG2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2408+STABILITY: SURFACE MOTION
 BG2408
 BG2408  HISTORY     - Date     Condition        Report By
 BG2408  HISTORY     - 1976     MONUMENTED       FLDT
 BG2408  HISTORY     - 1976     GOOD             FLDT
 BG2408
 BG2408                          STATION DESCRIPTION
 BG2408
 BG2408'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2408'13.05 MI E FROM DESTIN.
 BG2408'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2408'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2408'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2408'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2408'BEACH FOR ABOUT 1.7 MILES TO A POINT JUST EAST OF A GAP IN THE SAND
 BG2408'DUNES AND REFERENCE MARK ON TOP OF A SAND DUNE.  WHICH IS SET IN THE
 BG2408'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2408'GROUND.  IT IS 83.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND
 BG2408'DUNE AND 2.0 FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 2S, R
 BG2408'21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2310 ***********************************************************************
 BG2310  DESIGNATION -  60 76 A09 RM 2
 BG2310  PID         -  BG2310
 BG2310  STATE/COUNTY-  FL/WALTON
 BG2310  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2310
 BG2310                         *CURRENT SURVEY CONTROL
 BG2310  ___________________________________________________________________
 BG2310* NAD 83(1986)-  30 21 51.     (N)    086 18 08.     (W)     SCALED    
 BG2310* NAVD 88     -         7.918  (meters)      25.98   (feet)  ADJUSTED  
 BG2310  ___________________________________________________________________
 BG2310  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG2310  DYNAMIC HT  -           7.908 (meters)      25.94  (feet)  COMP
 BG2310  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG2310
 BG2310  VERT ORDER  -  SECOND    CLASS II
 BG2310
 BG2310.The horizontal coordinates were scaled from a topographic map and have
 BG2310.an estimated accuracy of +/- 6 seconds.
 BG2310
 BG2310.The orthometric height was determined by differential leveling
 BG2310.and adjusted by the National Geodetic Survey in June 1991..
 BG2310
 BG2310.The geoid height was determined by GEOID03.
 BG2310
 BG2310.The dynamic height is computed by dividing the NAVD 88
 BG2310.geopotential number by the normal gravity value computed on the
 BG2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2310.degrees latitude (g = 980.6199 gals.).
 BG2310
 BG2310.The modeled gravity was interpolated from observed gravity values.
 BG2310
 BG2310;                    North         East    Units  Estimated Accuracy
 BG2310;SPC FL N     -   152,580.      426,760.      MT  (+/- 180 meters Scaled)
 BG2310
 BG2310                          SUPERSEDED SURVEY CONTROL
 BG2310
 BG2310.No superseded survey control is available for this station.
 BG2310
 BG2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU670593(NAD 83)
 BG2310_MARKER: DD = SURVEY DISK
 BG2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2310_STAMPING: 60 76 A09 RM NO 2
 BG2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2310+STABILITY: SURFACE MOTION
 BG2310
 BG2310  HISTORY     - Date     Condition        Report By
 BG2310  HISTORY     - 1976     MONUMENTED       FLDT
 BG2310  HISTORY     - 1976     GOOD             FLDT
 BG2310
 BG2310                          STATION DESCRIPTION
 BG2310
 BG2310'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2310'13.05 MI E FROM DESTIN.
 BG2310'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2310'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2310'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2310'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2310'BEACH FOR ABOUT 1.7 MILES TO A POINT JUST EAST OF A GAP IN THE SAND
 BG2310'DUNES AND REFERENCE MARK ON TOP OF A SAND DUNE.  WHICH IS SET IN THE
 BG2310'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2310'GROUND.  IT IS 36.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND
 BG2310'DUNE AND 2.0 FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 2S, R
 BG2310'21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2351 ***********************************************************************
 BG2351  DESIGNATION -  60 76 A10
 BG2351  PID         -  BG2351
 BG2351  STATE/COUNTY-  FL/WALTON
 BG2351  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2351
 BG2351                         *CURRENT SURVEY CONTROL
 BG2351  ___________________________________________________________________
 BG2351* NAD 83(1990)-  30 21 41.44550(N)    086 17 22.97621(W)     ADJUSTED  
 BG2351* NAVD 88     -         6.886  (meters)      22.59   (feet)  ADJUSTED  
 BG2351  ___________________________________________________________________
 BG2351  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BG2351  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG2351  DYNAMIC HT  -           6.877 (meters)      22.56  (feet)  COMP
 BG2351  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BG2351
 BG2351  HORZ ORDER  -  SECOND
 BG2351  VERT ORDER  -  SECOND    CLASS II
 BG2351
 BG2351.The horizontal coordinates were established by classical geodetic methods
 BG2351.and adjusted by the National Geodetic Survey in May 1991..
 BG2351
 BG2351.The orthometric height was determined by differential leveling
 BG2351.and adjusted by the National Geodetic Survey in June 1991..
 BG2351
 BG2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2351
 BG2351.The geoid height was determined by GEOID03.
 BG2351
 BG2351.The dynamic height is computed by dividing the NAVD 88
 BG2351.geopotential number by the normal gravity value computed on the
 BG2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2351.degrees latitude (g = 980.6199 gals.).
 BG2351
 BG2351.The modeled gravity was interpolated from observed gravity values.
 BG2351
 BG2351;                    North         East     Units Scale Factor Converg.
 BG2351;SPC FL N     -   152,271.158   427,961.277   MT  0.99995416   -0 53 57.8
 BG2351;SPC FL N     -   499,576.29  1,404,069.62   sFT  0.99995416   -0 53 57.8
 BG2351;UTM  16      - 3,359,058.840   568,256.486   MT  0.99965747   +0 21 32.5
 BG2351
 BG2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2351!SPC FL N     -   1.00000322  x   0.99995416  =   0.99995738
 BG2351!UTM  16      -   1.00000322  x   0.99965747  =   0.99966069
 BG2351
 BG2351|---------------------------------------------------------------------|
 BG2351| PID    Reference Object                     Distance      Geod. Az  |
 BG2351|                                                           dddmmss.s |
 BG2351| BG2311 60 76 A10 RM 2                       13.245 METERS 09607     |
 BG2351| BG2350 60 76 A09                           APPROX. 1.3 KM 2841319.2 |
 BG2351| BG4300 CEN TEL MICROWAVE TOWER             APPROX. 2.5 KM 3152052.9 |
 BG2351| BG2409 60 76 A10 RM 1                       15.124 METERS 33507     |
 BG2351|---------------------------------------------------------------------|
 BG2351
 BG2351                          SUPERSEDED SURVEY CONTROL
 BG2351
 BG2351  NAD 83(1986)-  30 21 41.46054(N)    086 17 22.98470(W) AD(       ) 2
 BG2351  NAD 27      -  30 21 40.74291(N)    086 17 23.17838(W) AD(       ) 2
 BG2351  NGVD 29 (07/19/86)    7.03   (m)           23.1    (f) LEVELING    3  
 BG2351
 BG2351.Superseded values are not recommended for survey control.
 BG2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2351.See file dsdata.txt to determine how the superseded data were derived.
 BG2351
 BG2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6825659059(NAD 83)
 BG2351_MARKER: DD = SURVEY DISK
 BG2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2351_STAMPING: 60 76 A10
 BG2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2351+STABILITY: SURFACE MOTION
 BG2351
 BG2351  HISTORY     - Date     Condition        Report By
 BG2351  HISTORY     - 1976     MONUMENTED       FLDT
 BG2351  HISTORY     - 1976     GOOD             FLDT
 BG2351
 BG2351                          STATION DESCRIPTION
 BG2351
 BG2351'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2351'STATION IS LOCATED ABOUT 3-1/2 MILES WEST-SOUTHWEST OF SANTA
 BG2351'ROSA BEACH AND ABOUT 20-1/2 MILES EAST-SOUTHEAST OF FORT WALTON
 BG2351'BEACH ON TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2351'
 BG2351'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2351'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2351'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2351'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH,
 BG2351'(FROM THIS POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2351'CONTINUE TO STATION).  TURN LEFT AND GO EAST-SOUTHEAST ON THE
 BG2351'BEACH FOR 2.4 MILES TO STATION ON THE LEFT.
 BG2351'
 BG2351'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2351'RESOURCES BRASS DISK, STAMPED 60 76 A10, SET IN THE TOP OF A
 BG2351'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 BG2351'IS 2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 34 FEET
 BG2351'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2351'
 BG2351'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2351'TRANSPORTATION BRASS DISK, STAMPED 60 76 A10 RM NO 1, SET IN
 BG2351'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2351'WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST
 BG2351'AND 74.0 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2351'
 BG2351'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2351'TRANSPORTATION BRASS DISK, STAMPED 60 76 A10 RM NO 2, SET IN THE
 BG2351'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES
 BG2351'BELOW THE GROUND.  IT IS 2.4 FEET SOUTHWEST OF A METAL WITNESS
 BG2351'POST AND 39 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF SAND DUNE.
 BG2351
 BG2351                          STATION RECOVERY (1976)
 BG2351
 BG2351'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2351'13.75 MI E FROM DESTIN.
 BG2351'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2351'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2351'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2351'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2351'BEACH FOR ABOUT 2.4 MILES AND STATION ON TOP OF A SAND DUNE. WHICH IS
 BG2351'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 BG2351'IS 34.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2351'2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 31, T 2S, R
 BG2351'20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2409 ***********************************************************************
 BG2409  DESIGNATION -  60 76 A10 RM 1
 BG2409  PID         -  BG2409
 BG2409  STATE/COUNTY-  FL/WALTON
 BG2409  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2409
 BG2409                         *CURRENT SURVEY CONTROL
 BG2409  ___________________________________________________________________
 BG2409* NAD 83(1986)-  30 21 41.     (N)    086 17 23.     (W)     SCALED    
 BG2409* NAVD 88     -         6.424  (meters)      21.08   (feet)  ADJUSTED  
 BG2409  ___________________________________________________________________
 BG2409  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG2409  DYNAMIC HT  -           6.416 (meters)      21.05  (feet)  COMP
 BG2409  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BG2409
 BG2409  VERT ORDER  -  SECOND    CLASS II
 BG2409
 BG2409.The horizontal coordinates were scaled from a topographic map and have
 BG2409.an estimated accuracy of +/- 6 seconds.
 BG2409
 BG2409.The orthometric height was determined by differential leveling
 BG2409.and adjusted by the National Geodetic Survey in June 1991..
 BG2409
 BG2409.The geoid height was determined by GEOID03.
 BG2409
 BG2409.The dynamic height is computed by dividing the NAVD 88
 BG2409.geopotential number by the normal gravity value computed on the
 BG2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2409.degrees latitude (g = 980.6199 gals.).
 BG2409
 BG2409.The modeled gravity was interpolated from observed gravity values.
 BG2409
 BG2409;                    North         East    Units  Estimated Accuracy
 BG2409;SPC FL N     -   152,260.      427,960.      MT  (+/- 180 meters Scaled)
 BG2409
 BG2409                          SUPERSEDED SURVEY CONTROL
 BG2409
 BG2409.No superseded survey control is available for this station.
 BG2409
 BG2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU682590(NAD 83)
 BG2409_MARKER: DD = SURVEY DISK
 BG2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2409_STAMPING: 60 76 A10 RM NO 1
 BG2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2409+STABILITY: SURFACE MOTION
 BG2409
 BG2409  HISTORY     - Date     Condition        Report By
 BG2409  HISTORY     - 1976     MONUMENTED       FLDT
 BG2409  HISTORY     - 1976     GOOD             FLDT
 BG2409
 BG2409                          STATION DESCRIPTION
 BG2409
 BG2409'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2409'13.75 MI E FROM DESTIN.
 BG2409'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2409'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2409'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2409'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2409'BEACH FOR ABOUT 2.4 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BG2409'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BG2409'IT IS 74.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2409'2.0 FEET SOUTH OF A METAL WITNESS POST.  SECTION 31, T 2S, R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2311 ***********************************************************************
 BG2311  DESIGNATION -  60 76 A10 RM 2
 BG2311  PID         -  BG2311
 BG2311  STATE/COUNTY-  FL/WALTON
 BG2311  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2311
 BG2311                         *CURRENT SURVEY CONTROL
 BG2311  ___________________________________________________________________
 BG2311* NAD 83(1986)-  30 21 41.     (N)    086 17 23.     (W)     SCALED    
 BG2311* NAVD 88     -         7.164  (meters)      23.50   (feet)  ADJUSTED  
 BG2311  ___________________________________________________________________
 BG2311  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG2311  DYNAMIC HT  -           7.155 (meters)      23.47  (feet)  COMP
 BG2311  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BG2311
 BG2311  VERT ORDER  -  SECOND    CLASS II
 BG2311
 BG2311.The horizontal coordinates were scaled from a topographic map and have
 BG2311.an estimated accuracy of +/- 6 seconds.
 BG2311
 BG2311.The orthometric height was determined by differential leveling
 BG2311.and adjusted by the National Geodetic Survey in June 1991..
 BG2311
 BG2311.The geoid height was determined by GEOID03.
 BG2311
 BG2311.The dynamic height is computed by dividing the NAVD 88
 BG2311.geopotential number by the normal gravity value computed on the
 BG2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2311.degrees latitude (g = 980.6199 gals.).
 BG2311
 BG2311.The modeled gravity was interpolated from observed gravity values.
 BG2311
 BG2311;                    North         East    Units  Estimated Accuracy
 BG2311;SPC FL N     -   152,260.      427,960.      MT  (+/- 180 meters Scaled)
 BG2311
 BG2311                          SUPERSEDED SURVEY CONTROL
 BG2311
 BG2311.No superseded survey control is available for this station.
 BG2311
 BG2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU682590(NAD 83)
 BG2311_MARKER: DD = SURVEY DISK
 BG2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2311_STAMPING: 60 76 A10 RM NO2
 BG2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2311+STABILITY: SURFACE MOTION
 BG2311
 BG2311  HISTORY     - Date     Condition        Report By
 BG2311  HISTORY     - 1976     MONUMENTED       FLDT
 BG2311  HISTORY     - 1976     GOOD             FLDT
 BG2311
 BG2311                          STATION DESCRIPTION
 BG2311
 BG2311'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2311'13.75 MI E FROM DESTIN.
 BG2311'FROM THE U.S. POST OFFICE IN DESTIN GO EAST ON U.S. ROUTE 98 FOR ABOUT
 BG2311'6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON U.S.
 BG2311'ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH ON
 BG2311'STATE ROUTE 187 FOR ABOUT 0.6 MILES TO BEACH, THEN GO EAST ALONG THE
 BG2311'BEACH FOR ABOUT 2.4 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2311'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2311'3 INCHES BELOW GROUND.  IT IS 39.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2311'EDGE OF THE SAND DUNE AND 2.4 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2311'SECTION 31, T2S, R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2352 ***********************************************************************
 BG2352  DESIGNATION -  60 76 A11
 BG2352  PID         -  BG2352
 BG2352  STATE/COUNTY-  FL/WALTON
 BG2352  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2352
 BG2352                         *CURRENT SURVEY CONTROL
 BG2352  ___________________________________________________________________
 BG2352* NAD 83(1990)-  30 21 30.59370(N)    086 16 34.55794(W)     ADJUSTED  
 BG2352* NAVD 88     -         7.931  (meters)      26.02   (feet)  ADJUSTED  
 BG2352  ___________________________________________________________________
 BG2352  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BG2352  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG2352  DYNAMIC HT  -           7.921 (meters)      25.99  (feet)  COMP
 BG2352  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BG2352
 BG2352  HORZ ORDER  -  SECOND
 BG2352  VERT ORDER  -  SECOND    CLASS II
 BG2352
 BG2352.The horizontal coordinates were established by classical geodetic methods
 BG2352.and adjusted by the National Geodetic Survey in May 1991..
 BG2352
 BG2352.The orthometric height was determined by differential leveling
 BG2352.and adjusted by the National Geodetic Survey in June 1991..
 BG2352
 BG2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2352
 BG2352.The geoid height was determined by GEOID03.
 BG2352
 BG2352.The dynamic height is computed by dividing the NAVD 88
 BG2352.geopotential number by the normal gravity value computed on the
 BG2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2352.degrees latitude (g = 980.6199 gals.).
 BG2352
 BG2352.The modeled gravity was interpolated from observed gravity values.
 BG2352
 BG2352;                    North         East     Units Scale Factor Converg.
 BG2352;SPC FL N     -   151,916.825   429,248.819   MT  0.99995398   -0 53 33.4
 BG2352;SPC FL N     -   498,413.78  1,408,293.83   sFT  0.99995398   -0 53 33.4
 BG2352;UTM  16      - 3,358,732.966   569,551.116   MT  0.99965968   +0 21 56.9
 BG2352
 BG2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2352!SPC FL N     -   1.00000306  x   0.99995398  =   0.99995704
 BG2352!UTM  16      -   1.00000306  x   0.99965968  =   0.99966274
 BG2352
 BG2352|---------------------------------------------------------------------|
 BG2352| PID    Reference Object                     Distance      Geod. Az  |
 BG2352|                                                           dddmmss.s |
 BG2352| BG2410 60 76 A11 RM 1                       14.153 METERS 07441     |
 BG2352| BG2453 60 76 A11 AZ MK                     APPROX. 0.6 KM 1054500.7 |
 BG2352| BG2312 60 76 A11 RM 2                       13.785 METERS 28916     |
 BG2352|---------------------------------------------------------------------|
 BG2352
 BG2352                          SUPERSEDED SURVEY CONTROL
 BG2352
 BG2352  NAD 83(1986)-  30 21 30.60861(N)    086 16 34.56646(W) AD(       ) 2
 BG2352  NAD 27      -  30 21 29.89077(N)    086 16 34.76055(W) AD(       ) 2
 BG2352  NGVD 29 (07/19/86)    8.08   (m)           26.5    (f) LEVELING    3  
 BG2352
 BG2352.Superseded values are not recommended for survey control.
 BG2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2352.See file dsdata.txt to determine how the superseded data were derived.
 BG2352
 BG2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6955158733(NAD 83)
 BG2352_MARKER: DD = SURVEY DISK
 BG2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2352_STAMPING: 60 76 A11
 BG2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2352+STABILITY: SURFACE MOTION
 BG2352
 BG2352  HISTORY     - Date     Condition        Report By
 BG2352  HISTORY     - 1976     MONUMENTED       FLDT
 BG2352  HISTORY     - 1976     GOOD             FLDT
 BG2352
 BG2352                          STATION DESCRIPTION
 BG2352
 BG2352'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2352'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF SANTA ROSA BEACH
 BG2352'AND ABOUT 21 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE
 BG2352'TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2352'
 BG2352'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2352'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2352'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2352'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH,
 BG2352'(FROM THIS POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2352'CONTINUE TO STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG
 BG2352'THE BEACH FOR 3.25 MILES TO STATION ON THE LEFT.
 BG2352'
 BG2352'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2352'RESOURCES BRASS DISK, STAMPED 60 76 ALL, SET IN THE TOP OF A
 BG2352'ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS
 BG2352'2.6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 20.0 FEET
 BG2352'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2352'
 BG2352'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2352'TRANSPORTATION BRASS DISK, STAMPED 60 76 ALL RM NO 1, SET IN
 BG2352'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH
 BG2352'BELOW THE GROUND.  IT IS 2.0 FEET SOUTH-SOUTHWEST OF A METAL
 BG2352'WITNESS POST AND 42 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2352'DUNE.
 BG2352'
 BG2352'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2352'TRANSPORTATION BRASS DISK, STAMPED 60 76 ALL RM NO 2, SET IN THE
 BG2352'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2352'BELOW THE GROUND.  IT IS 2.0 FEET SOUTH-SOUTHWEST OF A METAL
 BG2352'WITNESS POST AND 22.0 FEET NORTH-NORTHEAST OF SOUTH EDGE OF
 BG2352'SAND DUNE.
 BG2352'
 BG2352'TO REACH AZIMUTH MARK CONTINUE EAST-SOUTHEAST ALONG BEACH FOR
 BG2352'0.4 MILE TO AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD FLORIDA,
 BG2352'DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED 60 76 ALL AZ MK,
 BG2352'SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS
 BG2352'2 INCHES BELOW THE GROUND.  IT IS 1.7 FEET SOUTH-SOUTHWEST OF
 BG2352'A METAL WITNESS POST AND 31 FEET NORTH-NORTHEAST OF SOUTH EDGE
 BG2352'OF SAND DUNE.
 BG2352
 BG2352                          STATION RECOVERY (1976)
 BG2352
 BG2352'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2352'14.6 MI E FROM DESTIN.
 BG2352'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2352'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2352'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2352'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2352'BEACH FOR ABOUT 3.25 MILES AND STATION ON TOP OF A SAND DUNE. WHICH IS
 BG2352'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND. IT IS
 BG2352'20.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND 2.6
 BG2352'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 5, T 3S, R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2453 ***********************************************************************
 BG2453  DESIGNATION -  60 76 A11 AZ MK
 BG2453  PID         -  BG2453
 BG2453  STATE/COUNTY-  FL/WALTON
 BG2453  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2453
 BG2453                         *CURRENT SURVEY CONTROL
 BG2453  ___________________________________________________________________
 BG2453* NAD 83(1990)-  30 21 25.24873(N)    086 16 12.70683(W)     ADJUSTED  
 BG2453* NAVD 88     -         7.429  (meters)      24.37   (feet)  ADJUSTED  
 BG2453  ___________________________________________________________________
 BG2453  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BG2453  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG2453  DYNAMIC HT  -           7.420 (meters)      24.34  (feet)  COMP
 BG2453  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BG2453
 BG2453  HORZ ORDER  -  THIRD
 BG2453  VERT ORDER  -  SECOND    CLASS II
 BG2453
 BG2453.The horizontal coordinates were established by classical geodetic methods
 BG2453.and adjusted by the National Geodetic Survey in May 1991..
 BG2453.No horizontal observational check was made to the station.
 BG2453
 BG2453.The orthometric height was determined by differential leveling
 BG2453.and adjusted by the National Geodetic Survey in June 1991..
 BG2453
 BG2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2453
 BG2453.The geoid height was determined by GEOID03.
 BG2453
 BG2453.The dynamic height is computed by dividing the NAVD 88
 BG2453.geopotential number by the normal gravity value computed on the
 BG2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2453.degrees latitude (g = 980.6199 gals.).
 BG2453
 BG2453.The modeled gravity was interpolated from observed gravity values.
 BG2453
 BG2453;                    North         East     Units Scale Factor Converg.
 BG2453;SPC FL N     -   151,743.185   429,829.698   MT  0.99995389   -0 53 22.5
 BG2453;SPC FL N     -   497,844.10  1,410,199.60   sFT  0.99995389   -0 53 22.5
 BG2453;UTM  16      - 3,358,572.172   570,135.497   MT  0.99966068   +0 22 07.9
 BG2453
 BG2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2453!SPC FL N     -   1.00000314  x   0.99995389  =   0.99995703
 BG2453!UTM  16      -   1.00000314  x   0.99966068  =   0.99966382
 BG2453
 BG2453                          SUPERSEDED SURVEY CONTROL
 BG2453
 BG2453  NAD 83(1986)-  30 21 25.26358(N)    086 16 12.71537(W) AD(       ) 3
 BG2453  NAD 27      -  30 21 24.54565(N)    086 16 12.91010(W) AD(       ) 3
 BG2453  NGVD 29 (07/19/86)    7.58   (m)           24.9    (f) LEVELING    3  
 BG2453
 BG2453.Superseded values are not recommended for survey control.
 BG2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2453.See file dsdata.txt to determine how the superseded data were derived.
 BG2453
 BG2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7013558572(NAD 83)
 BG2453_MARKER: DD = SURVEY DISK
 BG2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2453_STAMPING: 60 76 A11 AZ MK
 BG2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2453+STABILITY: SURFACE MOTION
 BG2453
 BG2453  HISTORY     - Date     Condition        Report By
 BG2453  HISTORY     - 1976     MONUMENTED       FLDT
 BG2453  HISTORY     - 1976     GOOD             FLDT
 BG2453
 BG2453                          STATION DESCRIPTION
 BG2453
 BG2453'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2453'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2453'STAMPED 60 76 A11 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2453'MONUMENT THAT IS 2 INCHES BELOW GROUND.  IT IS 1.7 FEET
 BG2453'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 31 FEET
 BG2453'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2453'
 BG2453'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2453'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2453'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2453'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH,
 BG2453'(FROM THIS POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2453'CONTINUE TO STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG
 BG2453'THE BEACH FOR 3.25 MILES TO 60 76 A11 ON THE LEFT.
 BG2453'CONTINUE EAST-SOUTHEAST ALONG BEACH FOR 0.4 MILE
 BG2453'TO STATION ON THE LEFT.
 BG2453
 BG2453                          STATION RECOVERY (1976)
 BG2453
 BG2453'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2453'15.0 MI E FROM DESTIN.
 BG2453'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2453'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2453'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2453'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2453'BEACH FOR ABOUT 3.65 MILES AND AZIMUTH MARK ON TOP OF SAND DUNE. WHICH
 BG2453'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2453'INCHES BELOW GROUND.  IT IS 31.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2453'EDGE OF THE SAND DUNE AND 1.7 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2453'POST.  SECTION 5, T 3S, R 20W.  NOTE-- AZIMUTH MARK IS 0.38 MILE EAST
 BG2453'OF 60 76 A11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2410 ***********************************************************************
 BG2410  DESIGNATION -  60 76 A11 RM 1
 BG2410  PID         -  BG2410
 BG2410  STATE/COUNTY-  FL/WALTON
 BG2410  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2410
 BG2410                         *CURRENT SURVEY CONTROL
 BG2410  ___________________________________________________________________
 BG2410* NAD 83(1986)-  30 21 30.     (N)    086 16 34.     (W)     SCALED    
 BG2410* NAVD 88     -         7.048  (meters)      23.12   (feet)  ADJUSTED  
 BG2410  ___________________________________________________________________
 BG2410  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG2410  DYNAMIC HT  -           7.039 (meters)      23.09  (feet)  COMP
 BG2410  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BG2410
 BG2410  VERT ORDER  -  SECOND    CLASS II
 BG2410
 BG2410.The horizontal coordinates were scaled from a topographic map and have
 BG2410.an estimated accuracy of +/- 6 seconds.
 BG2410
 BG2410.The orthometric height was determined by differential leveling
 BG2410.and adjusted by the National Geodetic Survey in June 1991..
 BG2410
 BG2410.The geoid height was determined by GEOID03.
 BG2410
 BG2410.The dynamic height is computed by dividing the NAVD 88
 BG2410.geopotential number by the normal gravity value computed on the
 BG2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2410.degrees latitude (g = 980.6199 gals.).
 BG2410
 BG2410.The modeled gravity was interpolated from observed gravity values.
 BG2410
 BG2410;                    North         East    Units  Estimated Accuracy
 BG2410;SPC FL N     -   151,900.      429,260.      MT  (+/- 180 meters Scaled)
 BG2410
 BG2410                          SUPERSEDED SURVEY CONTROL
 BG2410
 BG2410.No superseded survey control is available for this station.
 BG2410
 BG2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU695587(NAD 83)
 BG2410_MARKER: DD = SURVEY DISK
 BG2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2410_STAMPING: 60 76 A11 RM NO 1
 BG2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2410+STABILITY: SURFACE MOTION
 BG2410
 BG2410  HISTORY     - Date     Condition        Report By
 BG2410  HISTORY     - 1976     MONUMENTED       FLDT
 BG2410  HISTORY     - 1976     GOOD             FLDT
 BG2410
 BG2410                          STATION DESCRIPTION
 BG2410
 BG2410'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2410'14.6 MI E FROM DESTIN.
 BG2410'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2410'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2410'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2410'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2410'BEACH FOR ABOUT 3.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2410'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2410'1 INCH BELOW GROUND.  IT IS 42.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2410'EDGE OF THE SAND DUNE AND 2.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2410'POST.  SECTION 5, T 3S, R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2312 ***********************************************************************
 BG2312  DESIGNATION -  60 76 A11 RM 2
 BG2312  PID         -  BG2312
 BG2312  STATE/COUNTY-  FL/WALTON
 BG2312  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2312
 BG2312                         *CURRENT SURVEY CONTROL
 BG2312  ___________________________________________________________________
 BG2312* NAD 83(1986)-  30 21 30.     (N)    086 16 34.     (W)     SCALED    
 BG2312* NAVD 88     -         7.505  (meters)      24.62   (feet)  ADJUSTED  
 BG2312  ___________________________________________________________________
 BG2312  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG2312  DYNAMIC HT  -           7.495 (meters)      24.59  (feet)  COMP
 BG2312  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BG2312
 BG2312  VERT ORDER  -  SECOND    CLASS II
 BG2312
 BG2312.The horizontal coordinates were scaled from a topographic map and have
 BG2312.an estimated accuracy of +/- 6 seconds.
 BG2312
 BG2312.The orthometric height was determined by differential leveling
 BG2312.and adjusted by the National Geodetic Survey in June 1991..
 BG2312
 BG2312.The geoid height was determined by GEOID03.
 BG2312
 BG2312.The dynamic height is computed by dividing the NAVD 88
 BG2312.geopotential number by the normal gravity value computed on the
 BG2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2312.degrees latitude (g = 980.6199 gals.).
 BG2312
 BG2312.The modeled gravity was interpolated from observed gravity values.
 BG2312
 BG2312;                    North         East    Units  Estimated Accuracy
 BG2312;SPC FL N     -   151,900.      429,260.      MT  (+/- 180 meters Scaled)
 BG2312
 BG2312                          SUPERSEDED SURVEY CONTROL
 BG2312
 BG2312.No superseded survey control is available for this station.
 BG2312
 BG2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU695587(NAD 83)
 BG2312_MARKER: DD = SURVEY DISK
 BG2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2312_STAMPING: 60 76 A11 RM NO2
 BG2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2312+STABILITY: SURFACE MOTION
 BG2312
 BG2312  HISTORY     - Date     Condition        Report By
 BG2312  HISTORY     - 1976     MONUMENTED       FLDT
 BG2312  HISTORY     - 1976     GOOD             FLDT
 BG2312
 BG2312                          STATION DESCRIPTION
 BG2312
 BG2312'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2312'14.6 MI E FROM DESTIN.
 BG2312'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2312'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2312'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2312'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2312'BEACH FOR ABOUT 3.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2312'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2312'2 INCHES BELOW GROUND.  IT IS 22.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2312'EDGE OF THE SAND DUNE AND 2.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2312'POST.  SECTION 5, T 3S, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2353 ***********************************************************************
 BG2353  DESIGNATION -  60 76 A12
 BG2353  PID         -  BG2353
 BG2353  STATE/COUNTY-  FL/WALTON
 BG2353  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2353
 BG2353                         *CURRENT SURVEY CONTROL
 BG2353  ___________________________________________________________________
 BG2353* NAD 83(1990)-  30 21 18.36747(N)    086 15 34.49017(W)     ADJUSTED  
 BG2353* NAVD 88     -        13.686  (meters)      44.90   (feet)  ADJUSTED  
 BG2353  ___________________________________________________________________
 BG2353  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 BG2353  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG2353  DYNAMIC HT  -          13.668 (meters)      44.84  (feet)  COMP
 BG2353  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BG2353
 BG2353  HORZ ORDER  -  SECOND
 BG2353  VERT ORDER  -  SECOND    CLASS II
 BG2353
 BG2353.The horizontal coordinates were established by classical geodetic methods
 BG2353.and adjusted by the National Geodetic Survey in May 1991..
 BG2353
 BG2353.The orthometric height was determined by differential leveling
 BG2353.and adjusted by the National Geodetic Survey in June 1991..
 BG2353
 BG2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2353
 BG2353.The geoid height was determined by GEOID03.
 BG2353
 BG2353.The dynamic height is computed by dividing the NAVD 88
 BG2353.geopotential number by the normal gravity value computed on the
 BG2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2353.degrees latitude (g = 980.6199 gals.).
 BG2353
 BG2353.The modeled gravity was interpolated from observed gravity values.
 BG2353
 BG2353;                    North         East     Units Scale Factor Converg.
 BG2353;SPC FL N     -   151,515.521   430,846.845   MT  0.99995378   -0 53 03.2
 BG2353;SPC FL N     -   497,097.17  1,413,536.69   sFT  0.99995378   -0 53 03.2
 BG2353;UTM  16      - 3,358,366.962   571,157.100   MT  0.99966246   +0 22 27.1
 BG2353
 BG2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2353!SPC FL N     -   1.00000216  x   0.99995378  =   0.99995594
 BG2353!UTM  16      -   1.00000216  x   0.99966246  =   0.99966462
 BG2353
 BG2353|---------------------------------------------------------------------|
 BG2353| PID    Reference Object                     Distance      Geod. Az  |
 BG2353|                                                           dddmmss.s |
 BG2353| BG2411 60 76 A12 RM 1                       11.252 METERS 20418     |
 BG2353| BG2352 60 76 A11                           APPROX. 1.6 KM 2831245.6 |
 BG2353| BG2313 60 76 A12 RM 2                       13.133 METERS 30021     |
 BG2353|---------------------------------------------------------------------|
 BG2353
 BG2353                          SUPERSEDED SURVEY CONTROL
 BG2353
 BG2353  NAD 83(1986)-  30 21 18.38221(N)    086 15 34.49872(W) AD(       ) 2
 BG2353  NAD 27      -  30 21 17.66378(N)    086 15 34.69366(W) AD(       ) 2
 BG2353  NGVD 29 (07/19/86)   13.84   (m)           45.4    (f) LEVELING    3  
 BG2353
 BG2353.Superseded values are not recommended for survey control.
 BG2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2353.See file dsdata.txt to determine how the superseded data were derived.
 BG2353
 BG2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7115758367(NAD 83)
 BG2353_MARKER: DD = SURVEY DISK
 BG2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2353_STAMPING: 60 76 A12
 BG2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2353+STABILITY: SURFACE MOTION
 BG2353
 BG2353  HISTORY     - Date     Condition        Report By
 BG2353  HISTORY     - 1976     MONUMENTED       FLDT
 BG2353  HISTORY     - 1976     GOOD             FLDT
 BG2353  HISTORY     - 1990     GOOD             USPSQD
 BG2353
 BG2353                          STATION DESCRIPTION
 BG2353
 BG2353'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2353'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2353'BEACH AND ABOUT 15 MILES EAST-SOUTHEAST OF DESTIN ON THE CREST
 BG2353'OF A HILL, ON THE SOUTH SIDE OF A PAVED ROAD.
 BG2353'
 BG2353'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 395
 BG2353'AND STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2353'WEST-NORTH WEST ON STATE ROUTE 30A FOR 7.1 MILES TO STATE ROUTE
 BG2353'393.  CONTINUE WEST-NORTHWEST ON STATE ROUTE 30A FOR 1.7 MILES TO
 BG2353'A PAVED ROAD LEFT.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.15
 BG2353'MILE TO STATION ON THE LEFT.
 BG2353'
 BG2353'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2353'RESOURCES BRASS DISK, STAMPED 60 76 A12, SET IN THE TOP OF A
 BG2353'ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS
 BG2353'1.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 30.0 FEET
 BG2353'SOUTH-SOUTHWEST OF CENTER OF A PAVED ROAD, 32.7 FEET EAST OF A
 BG2353'POWER POLE AND 119.5 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF
 BG2353'A BRICK HOUSE.
 BG2353'
 BG2353'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2353'TRANSPORTATION BRASS DISK, STAMPED 60 76 A12 RM NO 1, SET IN THE
 BG2353'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2353'BELOW THE GROUND.  IT IS 1.7 FEET NORTH-NORTHEAST OF A METAL
 BG2353'WITNESS POST, 41.0 FEET SOUTH OF A POWER POLE AND 67.0 FEET
 BG2353'SOUTH-SOUTHWEST OF CENTER OF PAVED ROAD.
 BG2353'
 BG2353'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2353'TRANSPORTATION BRASS DISK, STAMPED 60 76 A12 RM NO 2, SET IN THE
 BG2353'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2353'BELOW THE GROUND.  IT IS 1.7 FEET NORTH-NORTHEAST OF A METAL
 BG2353'WITNESS POST, 18.3 FEET NORTH OF A POWER POLE AND 20.0 FEET
 BG2353'SOUTH-SOUTHWEST OF CENTER OF A PAVED ROAD.
 BG2353
 BG2353                          STATION RECOVERY (1976)
 BG2353
 BG2353'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2353'8.95 MI NW FROM SEAGROVE BEACH.
 BG2353'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2353'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2353'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2353'STATE ROUTE 30A FOR ABOUT 1.7 MILES TO A PAVED ROAD WEST, THEN GO WEST
 BG2353'ON THE PAVED ROAD FOR ABOUT 0.15 MILE AND STATION.  WHICH IS SET IN
 BG2353'THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 119.5
 BG2353'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 32.7
 BG2353'FEET EAST OF A POWER POLE, 30.0 FEET SOUTH SOUTHWEST OF CENTER OF THE
 BG2353'PAVED ROAD AND 1.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2353'SECTION 4, T 3S, R20W.
 BG2353
 BG2353                          STATION RECOVERY (1990)
 BG2353
 BG2353'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2411 ***********************************************************************
 BG2411  DESIGNATION -  60 76 A12 RM 1
 BG2411  PID         -  BG2411
 BG2411  STATE/COUNTY-  FL/WALTON
 BG2411  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2411
 BG2411                         *CURRENT SURVEY CONTROL
 BG2411  ___________________________________________________________________
 BG2411* NAD 83(1986)-  30 21 18.     (N)    086 15 34.     (W)     SCALED    
 BG2411* NAVD 88     -        13.548  (meters)      44.45   (feet)  ADJUSTED  
 BG2411  ___________________________________________________________________
 BG2411  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG2411  DYNAMIC HT  -          13.530 (meters)      44.39  (feet)  COMP
 BG2411  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BG2411
 BG2411  VERT ORDER  -  SECOND    CLASS II
 BG2411
 BG2411.The horizontal coordinates were scaled from a topographic map and have
 BG2411.an estimated accuracy of +/- 6 seconds.
 BG2411
 BG2411.The orthometric height was determined by differential leveling
 BG2411.and adjusted by the National Geodetic Survey in June 1991..
 BG2411
 BG2411.The geoid height was determined by GEOID03.
 BG2411
 BG2411.The dynamic height is computed by dividing the NAVD 88
 BG2411.geopotential number by the normal gravity value computed on the
 BG2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2411.degrees latitude (g = 980.6199 gals.).
 BG2411
 BG2411.The modeled gravity was interpolated from observed gravity values.
 BG2411
 BG2411;                    North         East    Units  Estimated Accuracy
 BG2411;SPC FL N     -   151,500.      430,860.      MT  (+/- 180 meters Scaled)
 BG2411
 BG2411                          SUPERSEDED SURVEY CONTROL
 BG2411
 BG2411.No superseded survey control is available for this station.
 BG2411
 BG2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU711583(NAD 83)
 BG2411_MARKER: DD = SURVEY DISK
 BG2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2411_STAMPING: 60 76 A 12 RM NO1
 BG2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2411+STABILITY: SURFACE MOTION
 BG2411
 BG2411  HISTORY     - Date     Condition        Report By
 BG2411  HISTORY     - 1976     MONUMENTED       FLDT
 BG2411  HISTORY     - 1976     GOOD             FLDT
 BG2411
 BG2411                          STATION DESCRIPTION
 BG2411
 BG2411'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2411'8.95 MI NW FROM SEAGROVE BEACH.
 BG2411'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2411'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2411'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2411'STATE ROUTE 30A FOR ABOUT 1.7 MILES TO A PAVED ROAD WEST, THEN GO WEST
 BG2411'ON THE PAVED ROAD FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS
 BG2411'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BG2411'BELOW GROUND.  IT IS 67.0 FEET SOUTH-SOUTHWEST OF CENTER OF A THE
 BG2411'PAVED ROAD, 41.0 FEET SOUTH OF A POWER POLE AND 1.7 FEET
 BG2411'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 4, T3S, R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2313 ***********************************************************************
 BG2313  DESIGNATION -  60 76 A12 RM 2
 BG2313  PID         -  BG2313
 BG2313  STATE/COUNTY-  FL/WALTON
 BG2313  USGS QUAD   -  MIRAMAR BEACH (1976)
 BG2313
 BG2313                         *CURRENT SURVEY CONTROL
 BG2313  ___________________________________________________________________
 BG2313* NAD 83(1986)-  30 21 18.     (N)    086 15 34.     (W)     SCALED    
 BG2313* NAVD 88     -        12.894  (meters)      42.30   (feet)  ADJUSTED  
 BG2313  ___________________________________________________________________
 BG2313  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG2313  DYNAMIC HT  -          12.877 (meters)      42.25  (feet)  COMP
 BG2313  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BG2313
 BG2313  VERT ORDER  -  SECOND    CLASS II
 BG2313
 BG2313.The horizontal coordinates were scaled from a topographic map and have
 BG2313.an estimated accuracy of +/- 6 seconds.
 BG2313
 BG2313.The orthometric height was determined by differential leveling
 BG2313.and adjusted by the National Geodetic Survey in June 1991..
 BG2313
 BG2313.The geoid height was determined by GEOID03.
 BG2313
 BG2313.The dynamic height is computed by dividing the NAVD 88
 BG2313.geopotential number by the normal gravity value computed on the
 BG2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2313.degrees latitude (g = 980.6199 gals.).
 BG2313
 BG2313.The modeled gravity was interpolated from observed gravity values.
 BG2313
 BG2313;                    North         East    Units  Estimated Accuracy
 BG2313;SPC FL N     -   151,500.      430,860.      MT  (+/- 180 meters Scaled)
 BG2313
 BG2313                          SUPERSEDED SURVEY CONTROL
 BG2313
 BG2313.No superseded survey control is available for this station.
 BG2313
 BG2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU711583(NAD 83)
 BG2313_MARKER: DD = SURVEY DISK
 BG2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2313_STAMPING: 60 76 A12 RM NO2
 BG2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2313+STABILITY: SURFACE MOTION
 BG2313
 BG2313  HISTORY     - Date     Condition        Report By
 BG2313  HISTORY     - 1976     MONUMENTED       FLDT
 BG2313  HISTORY     - 1976     GOOD             FLDT
 BG2313  HISTORY     - 1990     GOOD             USPSQD
 BG2313
 BG2313                          STATION DESCRIPTION
 BG2313
 BG2313'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2313'8.95 MI NW FROM SEAGROVE BEACH.
 BG2313'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2313'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2313'FOR 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON STATE
 BG2313'ROUTE 30A FOR ABOUT 1.7 MILES TO A PAVED ROAD WEST, THEN GO WEST ON
 BG2313'THE PAVED ROAD FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2313'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BG2313'BELOW GROUND.  IT IS 20.0 FEET SOUTH-SOUTHWEST OF CENTER OF THE PAVED
 BG2313'ROAD, 18.3 FEET NORTH OF A POWER POLE AND 1.7 FEET NORTH-NORTHEAST OF
 BG2313'A METAL WITNESS POST.  SECTION 4, T3S, R20W.  NOTE-- ALSO 15.5 MILES
 BG2313'EAST OF DESTIN.
 BG2313
 BG2313                          STATION RECOVERY (1990)
 BG2313
 BG2313'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2354 ***********************************************************************
 BG2354  DESIGNATION -  60 76 A13
 BG2354  PID         -  BG2354
 BG2354  STATE/COUNTY-  FL/WALTON
 BG2354  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2354
 BG2354                         *CURRENT SURVEY CONTROL
 BG2354  ___________________________________________________________________
 BG2354* NAD 83(1990)-  30 21 04.02109(N)    086 14 41.19428(W)     ADJUSTED  
 BG2354* NAVD 88     -         2.550  (meters)       8.37   (feet)  ADJUSTED  
 BG2354  ___________________________________________________________________
 BG2354  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BG2354  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG2354  DYNAMIC HT  -           2.547 (meters)       8.36  (feet)  COMP
 BG2354  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BG2354
 BG2354  HORZ ORDER  -  SECOND
 BG2354  VERT ORDER  -  SECOND    CLASS II
 BG2354
 BG2354.The horizontal coordinates were established by classical geodetic methods
 BG2354.and adjusted by the National Geodetic Survey in May 1991..
 BG2354
 BG2354.The orthometric height was determined by differential leveling
 BG2354.and adjusted by the National Geodetic Survey in June 1991..
 BG2354
 BG2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2354
 BG2354.The geoid height was determined by GEOID03.
 BG2354
 BG2354.The dynamic height is computed by dividing the NAVD 88
 BG2354.geopotential number by the normal gravity value computed on the
 BG2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2354.degrees latitude (g = 980.6199 gals.).
 BG2354
 BG2354.The modeled gravity was interpolated from observed gravity values.
 BG2354
 BG2354;                    North         East     Units Scale Factor Converg.
 BG2354;SPC FL N     -   151,051.940   432,263.161   MT  0.99995356   -0 52 36.5
 BG2354;SPC FL N     -   495,576.24  1,418,183.39   sFT  0.99995356   -0 52 36.5
 BG2354;UTM  16      - 3,357,934.722   572,582.842   MT  0.99966499   +0 22 53.9
 BG2354
 BG2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2354!SPC FL N     -   1.00000391  x   0.99995356  =   0.99995747
 BG2354!UTM  16      -   1.00000391  x   0.99966499  =   0.99966890
 BG2354
 BG2354|---------------------------------------------------------------------|
 BG2354| PID    Reference Object                     Distance      Geod. Az  |
 BG2354|                                                           dddmmss.s |
 BG2354| BG2412 60 76 A13 RM 1                       12.728 METERS 12457     |
 BG2354| BG2314 60 76 A13 RM 2                       10.561 METERS 26819     |
 BG2354| BG2353 60 76 A12                           APPROX. 1.5 KM 2871450.2 |
 BG2354| BG2444 THOMPSON RESET                      365.236 METERS 34144     |
 BG2354|---------------------------------------------------------------------|
 BG2354
 BG2354                          SUPERSEDED SURVEY CONTROL
 BG2354
 BG2354  NAD 83(1986)-  30 21 04.03570(N)    086 14 41.20287(W) AD(       ) 2
 BG2354  NAD 27      -  30 21 03.31612(N)    086 14 41.39864(W) AD(       ) 2
 BG2354  NGVD 29 (07/19/86)    2.70   (m)            8.9    (f) LEVELING    3  
 BG2354
 BG2354.Superseded values are not recommended for survey control.
 BG2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2354.See file dsdata.txt to determine how the superseded data were derived.
 BG2354
 BG2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7258357935(NAD 83)
 BG2354_MARKER: DD = SURVEY DISK
 BG2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2354_STAMPING: 60 76 A13
 BG2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2354+STABILITY: SURFACE MOTION
 BG2354
 BG2354  HISTORY     - Date     Condition        Report By
 BG2354  HISTORY     - 1976     MONUMENTED       FLDT
 BG2354  HISTORY     - 1976     GOOD             FLDT
 BG2354  HISTORY     - 1990     GOOD             USPSQD
 BG2354  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 BG2354
 BG2354                          STATION DESCRIPTION
 BG2354
 BG2354'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2354'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF SANTA ROSA BEACH
 BG2354'AND ABOUT 16 MILES EAST-SOUTHEAST OF DESTIN, ON THE SOUTH SIDE
 BG2354'OF STATE ROUTE 30A.
 BG2354'
 BG2354'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2354'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2354'WEST-SOUTHWEST ON STATE ROUTE 30A FOR 7.1 MILES TO STATE ROUTE
 BG2354'393.  CONTINUE WEST-NORTHWEST ON STATE ROUTE 30A FOR 0.95 MILE
 BG2354'TO STATION ON THE LEFT.
 BG2354'
 BG2354'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2354'RESOURCES BRASS DISK, STAMPED 60 76 A13, SET IN THE TOP OF A
 BG2354'ROUND CONCRETE MONUMENT THAT IS 6 INCH BELOW THE GROUND.  IT IS
 BG2354'2.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 20.7 FEET
 BG2354'SOUTH-SOUTHEAST OF CENTERLINE OF STATE ROUTE 30A, 48.0 FEET
 BG2354'EAST-SOUTHEAST OF CENTER OF A PRIVATE DRIVE AND 85.0 FEET
 BG2354'NORTHEAST OF NORTHEAST CORNER OF A 2 STORY BLOCK HOUSE.
 BG2354'
 BG2354'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2354'TRANSPORTATION BRASS DISK, STAMPED 60 76 A13 RM NO 1, SET IN
 BG2354'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 6 INCHES
 BG2354'BELOW THE GROUND.  IT IS 2.1 FEET NORTH-NORTHEAST OF A METAL
 BG2354'WITNESS POST AND 34.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF
 BG2354'STATE ROUTE 30A.
 BG2354'
 BG2354'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2354'TRANSPORTATION BRASS DISK, STAMPED 60 76 A13 RM NO 2, SET IN
 BG2354'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 4 INCHES
 BG2354'BELOW THE GROUND.  IT IS 2.1 FEET NORTH-NORTHEAST OF A METAL
 BG2354'WITNESS POST, 13.0 FEET EAST-SOUTHEAST OF CENTER OF A PRIVATE
 BG2354'DRIVE, 32.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF STATE ROUTE
 BG2354'30A AND 62.4 FEET NORTHEAST OF NORTHEAST CORNER OF A TWO STORY
 BG2354'BLOCK HOUSE.
 BG2354
 BG2354                          STATION RECOVERY (1976)
 BG2354
 BG2354'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2354'8.05 MI NW FROM SEAGROVE BEACH.
 BG2354'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2354'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2354'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2354'STATE ROUTE 30A FOR ABOUT 0.95 MILE AND STATION.  WHICH IS SET IN THE
 BG2354'TOP OF A ROUND CONCRETE MONUMENT 6 INCHES BELOW GROUND.  IT IS 85.0
 BG2354'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 48.0
 BG2354'FEET EAST-SOUTHEAST OF CENTER OF A PRIVATE DRIVE, 20.7 FEET
 BG2354'SOUTH-SOUTHEAST OF CENTER OF STATE ROUTE 30A AND 2.9 FEET
 BG2354'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 3, T 3S, R20W.
 BG2354
 BG2354                          STATION RECOVERY (1990)
 BG2354
 BG2354'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2354'RECOVERED IN GOOD CONDITION.
 BG2354
 BG2354                          STATION RECOVERY (1997)
 BG2354
 BG2354'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2412 ***********************************************************************
 BG2412  DESIGNATION -  60 76 A13 RM 1
 BG2412  PID         -  BG2412
 BG2412  STATE/COUNTY-  FL/WALTON
 BG2412  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2412
 BG2412                         *CURRENT SURVEY CONTROL
 BG2412  ___________________________________________________________________
 BG2412* NAD 83(1986)-  30 21 04.     (N)    086 14 41.     (W)     SCALED    
 BG2412* NAVD 88     -         1.626  (meters)       5.33   (feet)  ADJUSTED  
 BG2412  ___________________________________________________________________
 BG2412  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG2412  DYNAMIC HT  -           1.624 (meters)       5.33  (feet)  COMP
 BG2412  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BG2412
 BG2412  VERT ORDER  -  SECOND    CLASS II
 BG2412
 BG2412.The horizontal coordinates were scaled from a topographic map and have
 BG2412.an estimated accuracy of +/- 6 seconds.
 BG2412
 BG2412.The orthometric height was determined by differential leveling
 BG2412.and adjusted by the National Geodetic Survey in June 1991..
 BG2412
 BG2412.The geoid height was determined by GEOID03.
 BG2412
 BG2412.The dynamic height is computed by dividing the NAVD 88
 BG2412.geopotential number by the normal gravity value computed on the
 BG2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2412.degrees latitude (g = 980.6199 gals.).
 BG2412
 BG2412.The modeled gravity was interpolated from observed gravity values.
 BG2412
 BG2412;                    North         East    Units  Estimated Accuracy
 BG2412;SPC FL N     -   151,050.      432,270.      MT  (+/- 180 meters Scaled)
 BG2412
 BG2412                          SUPERSEDED SURVEY CONTROL
 BG2412
 BG2412.No superseded survey control is available for this station.
 BG2412
 BG2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU725579(NAD 83)
 BG2412_MARKER: DD = SURVEY DISK
 BG2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2412_STAMPING: 60 76 A13 RM NO1
 BG2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2412+STABILITY: SURFACE MOTION
 BG2412
 BG2412  HISTORY     - Date     Condition        Report By
 BG2412  HISTORY     - 1976     MONUMENTED       FLDT
 BG2412  HISTORY     - 1976     GOOD             FLDT
 BG2412
 BG2412                          STATION DESCRIPTION
 BG2412
 BG2412'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2412'8.05 MI NW FROM SEAGROVE BEACH.
 BG2412'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2412'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2412'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2412'STATE ROUTE 30A FOR ABOUT 0.95 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2412'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 6 INCHES
 BG2412'BELOW GROUND.  IT IS 34.0 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2412'ROUTE 30A AND 2.1 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2412'SECTION 3, T3S, R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2314 ***********************************************************************
 BG2314  DESIGNATION -  60 76 A13 RM 2
 BG2314  PID         -  BG2314
 BG2314  STATE/COUNTY-  FL/WALTON
 BG2314  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2314
 BG2314                         *CURRENT SURVEY CONTROL
 BG2314  ___________________________________________________________________
 BG2314* NAD 83(1986)-  30 21 04.     (N)    086 14 41.     (W)     SCALED    
 BG2314* NAVD 88     -         2.445  (meters)       8.02   (feet)  ADJUSTED  
 BG2314  ___________________________________________________________________
 BG2314  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG2314  DYNAMIC HT  -           2.441 (meters)       8.01  (feet)  COMP
 BG2314  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 BG2314
 BG2314  VERT ORDER  -  SECOND    CLASS II
 BG2314
 BG2314.The horizontal coordinates were scaled from a topographic map and have
 BG2314.an estimated accuracy of +/- 6 seconds.
 BG2314
 BG2314.The orthometric height was determined by differential leveling
 BG2314.and adjusted by the National Geodetic Survey in June 1991..
 BG2314
 BG2314.The geoid height was determined by GEOID03.
 BG2314
 BG2314.The dynamic height is computed by dividing the NAVD 88
 BG2314.geopotential number by the normal gravity value computed on the
 BG2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2314.degrees latitude (g = 980.6199 gals.).
 BG2314
 BG2314.The modeled gravity was interpolated from observed gravity values.
 BG2314
 BG2314;                    North         East    Units  Estimated Accuracy
 BG2314;SPC FL N     -   151,050.      432,270.      MT  (+/- 180 meters Scaled)
 BG2314
 BG2314                          SUPERSEDED SURVEY CONTROL
 BG2314
 BG2314.No superseded survey control is available for this station.
 BG2314
 BG2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU725579(NAD 83)
 BG2314_MARKER: DD = SURVEY DISK
 BG2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2314_STAMPING: 60 76 A13 RM NO2
 BG2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2314+STABILITY: SURFACE MOTION
 BG2314
 BG2314  HISTORY     - Date     Condition        Report By
 BG2314  HISTORY     - 1976     MONUMENTED       FLDT
 BG2314  HISTORY     - 1976     GOOD             FLDT
 BG2314  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2314
 BG2314                          STATION DESCRIPTION
 BG2314
 BG2314'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2314'8.05 MI NW FROM SEAGROVE BEACH.
 BG2314'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2314'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2314'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2314'STATE ROUTE 30A FOR ABOUT 0.95 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2314'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES
 BG2314'BELOW GROUND.  IT IS 62.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BG2314'CONCRETE BLOCK HOUSE, 32.0 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2314'ROUTE 30A, 13.0 FEET EAST-SOUTHEAST OF CENTER OF A PRIVATE DRIVE AND
 BG2314'2.1 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 3, T3S,
 BG2314'R20W.
 BG2314
 BG2314                          STATION RECOVERY (1990)
 BG2314
 BG2314'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2355 ***********************************************************************
 BG2355  DESIGNATION -  60 76 A14
 BG2355  PID         -  BG2355
 BG2355  STATE/COUNTY-  FL/WALTON
 BG2355  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2355
 BG2355                         *CURRENT SURVEY CONTROL
 BG2355  ___________________________________________________________________
 BG2355* NAD 83(1990)-  30 20 54.18973(N)    086 14 03.55294(W)     ADJUSTED  
 BG2355* NAVD 88     -        10.840  (meters)      35.56   (feet)  ADJUSTED  
 BG2355  ___________________________________________________________________
 BG2355  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BG2355  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG2355  DYNAMIC HT  -          10.826 (meters)      35.52  (feet)  COMP
 BG2355  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BG2355
 BG2355  HORZ ORDER  -  SECOND
 BG2355  VERT ORDER  -  SECOND    CLASS II
 BG2355
 BG2355.The horizontal coordinates were established by classical geodetic methods
 BG2355.and adjusted by the National Geodetic Survey in May 1991..
 BG2355
 BG2355.The orthometric height was determined by differential leveling
 BG2355.and adjusted by the National Geodetic Survey in June 1991..
 BG2355
 BG2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2355
 BG2355.The geoid height was determined by GEOID03.
 BG2355
 BG2355.The dynamic height is computed by dividing the NAVD 88
 BG2355.geopotential number by the normal gravity value computed on the
 BG2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2355.degrees latitude (g = 980.6199 gals.).
 BG2355
 BG2355.The modeled gravity was interpolated from observed gravity values.
 BG2355
 BG2355;                    North         East     Units Scale Factor Converg.
 BG2355;SPC FL N     -   150,733.905   433,263.676   MT  0.99995341   -0 52 17.5
 BG2355;SPC FL N     -   494,532.82  1,421,465.91   sFT  0.99995341   -0 52 17.5
 BG2355;UTM  16      - 3,357,638.823   573,589.811   MT  0.99966681   +0 23 12.8
 BG2355
 BG2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2355!SPC FL N     -   1.00000261  x   0.99995341  =   0.99995602
 BG2355!UTM  16      -   1.00000261  x   0.99966681  =   0.99966942
 BG2355
 BG2355|---------------------------------------------------------------------|
 BG2355| PID    Reference Object                     Distance      Geod. Az  |
 BG2355|                                                           dddmmss.s |
 BG2355| BG2413 60 76 A14 RM 1                       13.800 METERS 11246     |
 BG2355| BG2354 60 76 A13                           APPROX. 1.0 KM 2864544.6 |
 BG2355| BG2315 60 76 A14 RM 2                       11.708 METERS 28925     |
 BG2355|---------------------------------------------------------------------|
 BG2355
 BG2355                          SUPERSEDED SURVEY CONTROL
 BG2355
 BG2355  NAD 83(1986)-  30 20 54.20424(N)    086 14 03.56158(W) AD(       ) 2
 BG2355  NAD 27      -  30 20 53.48393(N)    086 14 03.75967(W) AD(       ) 2
 BG2355  NGVD 29 (07/19/86)   10.99   (m)           36.1    (f) LEVELING    3  
 BG2355
 BG2355.Superseded values are not recommended for survey control.
 BG2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2355.See file dsdata.txt to determine how the superseded data were derived.
 BG2355
 BG2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7359057639(NAD 83)
 BG2355_MARKER: DD = SURVEY DISK
 BG2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2355_STAMPING: 60 76 A14
 BG2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2355+STABILITY: SURFACE MOTION
 BG2355
 BG2355  HISTORY     - Date     Condition        Report By
 BG2355  HISTORY     - 1976     MONUMENTED       FLDT
 BG2355  HISTORY     - 1976     GOOD             FLDT
 BG2355  HISTORY     - 1990     GOOD             USPSQD
 BG2355  HISTORY     - 19970104 GOOD             USPSQD
 BG2355
 BG2355                          STATION DESCRIPTION
 BG2355
 BG2355'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2355'STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH OF SANTA ROSA BEACH
 BG2355'AND ABOUT 16-1/2 MILES EAST-SOUTHEAST OF DESTIN, ON THE NORTH
 BG2355'SIDE OF STATE ROUTE 30A AND AT THE CREST OF A SMALL HILL.
 BG2355'
 BG2355'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2355'STATE ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2355'WEST-NORTHWEST ON STATE ROUTE 30A FOR 7.1 MILES TO STATE ROUTE
 BG2355'393.  CONTINUE WEST-NORTHWEST ON STATE ROUTE 30A FOR 0.3 MILES
 BG2355'TO STATION ON THE RIGHT.
 BG2355'
 BG2355'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2355'RESOURCES BRASS DISK, STAMPED 60 76 A14, SET IN THE TOP OF A
 BG2355'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 BG2355'IS 2.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 56.4 FEET
 BG2355'NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND 116.7 FEET
 BG2355'NORTH AND ACROSS HIGHWAY FROM A POWER POLE WITH TRANSFORMER.
 BG2355'
 BG2355'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2355'TRANSPORTATION BRASS DISK, STAMPED 60 76 A14 RM NO 1, SET IN THE
 BG2355'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2355'THE GROUND.  IT IS 1.6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2355'POST, 56.6 FEET NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A
 BG2355'AND 93.0 FEET NORTH-NORTHEAST AND ACROSS HIGHWAY FROM A POWER
 BG2355'POLE WITH TRANSFORMER.
 BG2355'
 BG2355'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2355'TRANSPORTATION BRASS DISK, STAMPED 60 76 A14 RM NO 2, SET IN THE
 BG2355'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2355'BELOW THE GROUND.  IT IS 1.5 FEET SOUTH-SOUTHWEST OF A METAL
 BG2355'WITNESS POST AND 55.0 FEET NORTH-NORTHEAST OF CENTERLINE OF
 BG2355'STATE ROUTE 30A.
 BG2355
 BG2355                          STATION RECOVERY (1976)
 BG2355
 BG2355'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2355'7.4 MI NW FROM SEAGROVE BEACH.
 BG2355'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2355'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2355'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2355'STATE ROUTE 30A FOR ABOUT 0.3 MILE AND STATION.  WHICH IS SET IN THE
 BG2355'TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 116.7
 BG2355'FEET NORTH AND ACROSS STATE ROUTE 30A FROM A POWER POLE WITH A
 BG2355'TRANSFORMER ATTACHED, 56.4 FEET NORTH-NORTHEAST OF CENTER OF STATE
 BG2355'ROUTE 30A AND 2.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2355'SECTION 3, T3S, R20W.
 BG2355
 BG2355                          STATION RECOVERY (1990)
 BG2355
 BG2355'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2355'RECOVERED IN GOOD CONDITION.
 BG2355
 BG2355                          STATION RECOVERY (1997)
 BG2355
 BG2355'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2413 ***********************************************************************
 BG2413  DESIGNATION -  60 76 A14 RM 1
 BG2413  PID         -  BG2413
 BG2413  STATE/COUNTY-  FL/WALTON
 BG2413  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2413
 BG2413                         *CURRENT SURVEY CONTROL
 BG2413  ___________________________________________________________________
 BG2413* NAD 83(1986)-  30 20 54.     (N)    086 14 03.     (W)     SCALED    
 BG2413* NAVD 88     -        10.233  (meters)      33.57   (feet)  ADJUSTED  
 BG2413  ___________________________________________________________________
 BG2413  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG2413  DYNAMIC HT  -          10.220 (meters)      33.53  (feet)  COMP
 BG2413  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BG2413
 BG2413  VERT ORDER  -  SECOND    CLASS II
 BG2413
 BG2413.The horizontal coordinates were scaled from a topographic map and have
 BG2413.an estimated accuracy of +/- 6 seconds.
 BG2413
 BG2413.The orthometric height was determined by differential leveling
 BG2413.and adjusted by the National Geodetic Survey in June 1991..
 BG2413
 BG2413.The geoid height was determined by GEOID03.
 BG2413
 BG2413.The dynamic height is computed by dividing the NAVD 88
 BG2413.geopotential number by the normal gravity value computed on the
 BG2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2413.degrees latitude (g = 980.6199 gals.).
 BG2413
 BG2413.The modeled gravity was interpolated from observed gravity values.
 BG2413
 BG2413;                    North         East    Units  Estimated Accuracy
 BG2413;SPC FL N     -   150,730.      433,280.      MT  (+/- 180 meters Scaled)
 BG2413
 BG2413                          SUPERSEDED SURVEY CONTROL
 BG2413
 BG2413.No superseded survey control is available for this station.
 BG2413
 BG2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU736576(NAD 83)
 BG2413_MARKER: DD = SURVEY DISK
 BG2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2413_STAMPING: 60 76 A14 RM NO1
 BG2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2413+STABILITY: SURFACE MOTION
 BG2413
 BG2413  HISTORY     - Date     Condition        Report By
 BG2413  HISTORY     - 1976     MONUMENTED       FLDT
 BG2413  HISTORY     - 1976     GOOD             FLDT
 BG2413
 BG2413                          STATION DESCRIPTION
 BG2413
 BG2413'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2413'7.4 MI NW FROM SEAGROVE BEACH.
 BG2413'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2413'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2413'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2413'STATE ROUTE 30A FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2413'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES
 BG2413'BELOW GROUND.  IT IS 93.0 FEET NORTH-NORTHEAST AND ACROSS STATE ROUTE
 BG2413'30A FROM A POWER POLE WITH A TRANSFORMER ATTACHED, 54.6 FEET
 BG2413'NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.6 FEET
 BG2413'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 3, T 3S, R20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2315 ***********************************************************************
 BG2315  DESIGNATION -  60 76 A14 RM 2
 BG2315  PID         -  BG2315
 BG2315  STATE/COUNTY-  FL/WALTON
 BG2315  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2315
 BG2315                         *CURRENT SURVEY CONTROL
 BG2315  ___________________________________________________________________
 BG2315* NAD 83(1986)-  30 20 54.     (N)    086 14 03.     (W)     SCALED    
 BG2315* NAVD 88     -        10.316  (meters)      33.85   (feet)  ADJUSTED  
 BG2315  ___________________________________________________________________
 BG2315  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG2315  DYNAMIC HT  -          10.303 (meters)      33.80  (feet)  COMP
 BG2315  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BG2315
 BG2315  VERT ORDER  -  SECOND    CLASS II
 BG2315
 BG2315.The horizontal coordinates were scaled from a topographic map and have
 BG2315.an estimated accuracy of +/- 6 seconds.
 BG2315
 BG2315.The orthometric height was determined by differential leveling
 BG2315.and adjusted by the National Geodetic Survey in June 1991..
 BG2315
 BG2315.The geoid height was determined by GEOID03.
 BG2315
 BG2315.The dynamic height is computed by dividing the NAVD 88
 BG2315.geopotential number by the normal gravity value computed on the
 BG2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2315.degrees latitude (g = 980.6199 gals.).
 BG2315
 BG2315.The modeled gravity was interpolated from observed gravity values.
 BG2315
 BG2315;                    North         East    Units  Estimated Accuracy
 BG2315;SPC FL N     -   150,730.      433,280.      MT  (+/- 180 meters Scaled)
 BG2315
 BG2315                          SUPERSEDED SURVEY CONTROL
 BG2315
 BG2315.No superseded survey control is available for this station.
 BG2315
 BG2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU736576(NAD 83)
 BG2315_MARKER: DD = SURVEY DISK
 BG2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2315_STAMPING: 60 76 A14 RM NO2
 BG2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2315+STABILITY: SURFACE MOTION
 BG2315
 BG2315  HISTORY     - Date     Condition        Report By
 BG2315  HISTORY     - 1976     MONUMENTED       FLDT
 BG2315  HISTORY     - 1976     GOOD             FLDT
 BG2315  HISTORY     - 1990     GOOD             USPSQD
 BG2315
 BG2315                          STATION DESCRIPTION
 BG2315
 BG2315'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2315'7.4 MI NW FROM SEAGROVE BEACH.
 BG2315'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2315'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2315'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2315'STATE ROUTE 30A FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2315'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BG2315'BELOW GROUND.  IT IS 55.0 FEET NORTH-NORTHEAST OF CENTER OF STATE
 BG2315'ROUTE 30A AND 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BG2315'SECTION 3, T 3S, R20W.
 BG2315
 BG2315                          STATION RECOVERY (1990)
 BG2315
 BG2315'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2356 ***********************************************************************
 BG2356  DESIGNATION -  60 76 A15
 BG2356  PID         -  BG2356
 BG2356  STATE/COUNTY-  FL/WALTON
 BG2356  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2356
 BG2356                         *CURRENT SURVEY CONTROL
 BG2356  ___________________________________________________________________
 BG2356* NAD 83(1990)-  30 20 37.12863(N)    086 13 14.85642(W)     ADJUSTED  
 BG2356* NAVD 88     -         8.501  (meters)      27.89   (feet)  ADJUSTED  
 BG2356  ___________________________________________________________________
 BG2356  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BG2356  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BG2356  DYNAMIC HT  -           8.490 (meters)      27.85  (feet)  COMP
 BG2356  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BG2356
 BG2356  HORZ ORDER  -  SECOND
 BG2356  VERT ORDER  -  SECOND    CLASS II
 BG2356
 BG2356.The horizontal coordinates were established by classical geodetic methods
 BG2356.and adjusted by the National Geodetic Survey in May 1991..
 BG2356
 BG2356.The orthometric height was determined by differential leveling
 BG2356.and adjusted by the National Geodetic Survey in June 1991..
 BG2356
 BG2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2356
 BG2356.The geoid height was determined by GEOID03.
 BG2356
 BG2356.The dynamic height is computed by dividing the NAVD 88
 BG2356.geopotential number by the normal gravity value computed on the
 BG2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2356.degrees latitude (g = 980.6199 gals.).
 BG2356
 BG2356.The modeled gravity was interpolated from observed gravity values.
 BG2356
 BG2356;                    North         East     Units Scale Factor Converg.
 BG2356;SPC FL N     -   150,188.906   434,556.106   MT  0.99995315   -0 51 53.1
 BG2356;SPC FL N     -   492,744.77  1,425,706.16   sFT  0.99995315   -0 51 53.1
 BG2356;UTM  16      - 3,357,122.487   574,893.526   MT  0.99966920   +0 23 37.2
 BG2356
 BG2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2356!SPC FL N     -   1.00000298  x   0.99995315  =   0.99995613
 BG2356!UTM  16      -   1.00000298  x   0.99966920  =   0.99967218
 BG2356
 BG2356|---------------------------------------------------------------------|
 BG2356| PID    Reference Object                     Distance      Geod. Az  |
 BG2356|                                                           dddmmss.s |
 BG2356| BG2414 60 76 A15 RM 1                       15.056 METERS 09040     |
 BG2356| BG2316 60 76 A15 RM 2                       15.872 METERS 30309     |
 BG2356| BG2452 60 76 A15 AZ MK                     351.677 METERS 35426     |
 BG2356|---------------------------------------------------------------------|
 BG2356
 BG2356                          SUPERSEDED SURVEY CONTROL
 BG2356
 BG2356  NAD 83(1986)-  30 20 37.14300(N)    086 13 14.86514(W) AD(       ) 2
 BG2356  NAD 27      -  30 20 36.42138(N)    086 13 15.06608(W) AD(       ) 2
 BG2356  NGVD 29 (07/19/86)    8.66   (m)           28.4    (f) LEVELING    3  
 BG2356
 BG2356.Superseded values are not recommended for survey control.
 BG2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2356.See file dsdata.txt to determine how the superseded data were derived.
 BG2356
 BG2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7489457122(NAD 83)
 BG2356_MARKER: DD = SURVEY DISK
 BG2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2356_STAMPING: 60 76 A15
 BG2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2356+STABILITY: SURFACE MOTION
 BG2356
 BG2356  HISTORY     - Date     Condition        Report By
 BG2356  HISTORY     - 1976     MONUMENTED       FLDT
 BG2356  HISTORY     - 1976     GOOD             FLDT
 BG2356  HISTORY     - 19910521 GOOD             USPSQD
 BG2356  HISTORY     - 19970527 GOOD             USPSQD
 BG2356
 BG2356                          STATION DESCRIPTION
 BG2356
 BG2356'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2356'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF SANTA ROSA
 BG2356'BEACH AND ABOUT 17 MILES EAST-SOUTHEAST OF DESTIN ON THE TOP OF
 BG2356'A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2356'
 BG2356'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2356'STATE ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2356'WEST-NORTHWEST ON STATE ROUTE 30A FOR 4.8 MILES TO STATE ROUTE 83,
 BG2356'CONTINUE WEST-NORTHWEST ON STATE ROUTE 30A FOR 1.75 MILES TO
 BG2356'PAVED ROAD LEFT AND AZIMUTH MARK.  TURN LEFT AND GO SOUTH ON
 BG2356'PAVED ROAD FOR 0.3 MILES TO STATION ON THE LEFT.
 BG2356'
 BG2356'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2356'RESOURCES BRASS DISK, STAMPED 60 76 A15, SET IN THE TOP OF A
 BG2356'ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS
 BG2356'3.0 FEET NORTH OF A METAL WITNESS POST, 51.0 FEET EAST-SOUTHEAST
 BG2356'OF CONCRETE RIGHT-OF-WAY MARKER, 67 FEET NORTH-NORTHEAST OF
 BG2356'SOUTH EDGE OF SAND DUNE AND 96.0 FEET EAST-SOUTHEAST OF CENTER
 BG2356'OF A PAVED ROAD.
 BG2356'
 BG2356'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2356'TRANSPORTATION BRASS DISK, STAMPED 60 76 A15 RM NO 1, SET IN THE
 BG2356'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2356'BELOW THE GROUND.  IT IS 1.9 FEET NORTH-NORTHEAST OF A METAL
 BG2356'WITNESS POST, 86.0 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2356'DUNE AND 145.0 FEET EAST-SOUTHEAST OF CENTER OF A PAVED ROAD.
 BG2356'
 BG2356'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2356'TRANSPORTATION BRASS DISK, STAMPED 60 76 A15 RM NO 2, SET IN THE
 BG2356'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2356'BELOW THE GROUND.  IT IS 1.4 FEET NORTH-NORTHEAST OF A CONCRETE
 BG2356'RIGHT-OF-WAY MARKER, 1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2356'POST AND 51.0 FEET EAST-SOUTHEAST OF CENTER OF PAVED ROAD.
 BG2356'
 BG2356'AZIMUTH MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2356'BRASS DISK, STAMPED 60 76 A15 AZ MK, SET IN THE TOP OF A 4 INCH
 BG2356'X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT
 BG2356'IS 2.4 FEET NORTH OF A METAL WITNESS POST, 2.5 FEET NORTH OF
 BG2356'RIGHT-OF-WAY MARKER, 5.0 FEET WEST-NORTHWEST OF A POWER POLE,
 BG2356'30.5 FEET SOUTH OF CENTERLINE OF STATE ROUTE 30A AND 50.0 FEET
 BG2356'WEST OF CENTER OF A PAVED ROAD.
 BG2356
 BG2356                          STATION RECOVERY (1976)
 BG2356
 BG2356'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2356'6.85 MI NW FROM SEAGROVE BEACH.
 BG2356'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2356'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2356'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2356'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH, THEN GO
 BG2356'SOUTH ON THE PAVED ROAD FOR ABOUT 0.3 MILE AND STATION.  WHICH IS SET
 BG2356'IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2356'96.0 FEET EAST-SOUTHEAST OF CENTER OF THE PAVED ROAD, 67.0 FEET
 BG2356'NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE LINE, 51.0 FEET
 BG2356'EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER POST AND 3.0 FEET NORTH OF A
 BG2356'METAL WITNESS POST.  SECTION 11, T3S, R20W.
 BG2356
 BG2356                          STATION RECOVERY (1991)
 BG2356
 BG2356'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2356'RECOVERED IN GOOD CONDITION.
 BG2356
 BG2356                          STATION RECOVERY (1997)
 BG2356
 BG2356'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2452 ***********************************************************************
 BG2452  DESIGNATION -  60 76 A15 AZ MK
 BG2452  PID         -  BG2452
 BG2452  STATE/COUNTY-  FL/WALTON
 BG2452  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2452
 BG2452                         *CURRENT SURVEY CONTROL
 BG2452  ___________________________________________________________________
 BG2452* NAD 83(1990)-  30 20 48.49514(N)    086 13 16.13307(W)     ADJUSTED  
 BG2452* NAVD 88     -         7.546  (meters)      24.76   (feet)  ADJUSTED  
 BG2452  ___________________________________________________________________
 BG2452  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BG2452  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BG2452  DYNAMIC HT  -           7.536 (meters)      24.72  (feet)  COMP
 BG2452  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BG2452
 BG2452  HORZ ORDER  -  THIRD
 BG2452  VERT ORDER  -  SECOND    CLASS II
 BG2452
 BG2452.The horizontal coordinates were established by classical geodetic methods
 BG2452.and adjusted by the National Geodetic Survey in May 1991..
 BG2452.No horizontal observational check was made to the station.
 BG2452
 BG2452.The orthometric height was determined by differential leveling
 BG2452.and adjusted by the National Geodetic Survey in June 1991..
 BG2452
 BG2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2452
 BG2452.The geoid height was determined by GEOID03.
 BG2452
 BG2452.The dynamic height is computed by dividing the NAVD 88
 BG2452.geopotential number by the normal gravity value computed on the
 BG2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2452.degrees latitude (g = 980.6199 gals.).
 BG2452
 BG2452.The modeled gravity was interpolated from observed gravity values.
 BG2452
 BG2452;                    North         East     Units Scale Factor Converg.
 BG2452;SPC FL N     -   150,539.385   434,527.297   MT  0.99995332   -0 51 53.7
 BG2452;SPC FL N     -   493,894.63  1,425,611.64   sFT  0.99995332   -0 51 53.7
 BG2452;UTM  16      - 3,357,472.149   574,857.037   MT  0.99966913   +0 23 36.7
 BG2452
 BG2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2452!SPC FL N     -   1.00000313  x   0.99995332  =   0.99995645
 BG2452!UTM  16      -   1.00000313  x   0.99966913  =   0.99967226
 BG2452
 BG2452                          SUPERSEDED SURVEY CONTROL
 BG2452
 BG2452  NAD 83(1986)-  30 20 48.50951(N)    086 13 16.14175(W) AD(       ) 3
 BG2452  NAD 27      -  30 20 47.78823(N)    086 13 16.34230(W) AD(       ) 3
 BG2452  NGVD 29 (07/19/86)    7.70   (m)           25.3    (f) LEVELING    3  
 BG2452
 BG2452.Superseded values are not recommended for survey control.
 BG2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2452.See file dsdata.txt to determine how the superseded data were derived.
 BG2452
 BG2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7485757472(NAD 83)
 BG2452_MARKER: DD = SURVEY DISK
 BG2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2452_STAMPING: 60 76 A15 AZ MK
 BG2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2452+STABILITY: SURFACE MOTION
 BG2452
 BG2452  HISTORY     - Date     Condition        Report By
 BG2452  HISTORY     - 1976     MONUMENTED       FLDT
 BG2452  HISTORY     - 1976     GOOD             FLDT
 BG2452  HISTORY     - 19910521 GOOD             USPSQD
 BG2452
 BG2452                          STATION DESCRIPTION
 BG2452
 BG2452'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2452'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2452'STAMPED 60 76 A15 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2452'MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS 2.4 FEET NORTH
 BG2452'OF A METAL WITNESS POST, 2.5 FEET NORTH OF RIGHT-OF-WAY MARKER,
 BG2452'5.0 FEET WEST-NORTHWEST OF A POWER POLE, 30.5 FEET SOUTH OF
 BG2452'CENTER LINE OF STATE ROUTE 30A AND 50.0 FEET WEST OF CENTER OF
 BG2452'A PAVED ROAD.
 BG2452
 BG2452                          STATION RECOVERY (1976)
 BG2452
 BG2452'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2452'6.55 MI NW FROM SEAGROVE BEACH.
 BG2452'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2452'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2452'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2452'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH AND AZIMUTH
 BG2452'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BG2452'MONUMENT 1 INCH BELOW GROUND.  IT IS 50.0 FEET WEST OF CENTER OF THE
 BG2452'PAVED ROAD, 30.5 FEET SOUTH OF CENTER OF STATE ROUTE 30A, 5.0 FEET
 BG2452'WEST-NORTHWEST OF A POWER POLE, 2.5 FEET NORTH OF A RIGHT-OF-WAY
 BG2452'MARKER POST AND 2.4 FEET NORTH OF A METAL WITNESS POST. SECTION 2,
 BG2452'T3S, R20W.
 BG2452
 BG2452                          STATION RECOVERY (1991)
 BG2452
 BG2452'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2414 ***********************************************************************
 BG2414  DESIGNATION -  60 76 A15 RM 1
 BG2414  PID         -  BG2414
 BG2414  STATE/COUNTY-  FL/WALTON
 BG2414  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2414
 BG2414                         *CURRENT SURVEY CONTROL
 BG2414  ___________________________________________________________________
 BG2414* NAD 83(1986)-  30 20 37.     (N)    086 13 15.     (W)     SCALED    
 BG2414* NAVD 88     -         8.363  (meters)      27.44   (feet)  ADJUSTED  
 BG2414  ___________________________________________________________________
 BG2414  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BG2414  DYNAMIC HT  -           8.352 (meters)      27.40  (feet)  COMP
 BG2414  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BG2414
 BG2414  VERT ORDER  -  SECOND    CLASS II
 BG2414
 BG2414.The horizontal coordinates were scaled from a topographic map and have
 BG2414.an estimated accuracy of +/- 6 seconds.
 BG2414
 BG2414.The orthometric height was determined by differential leveling
 BG2414.and adjusted by the National Geodetic Survey in June 1991..
 BG2414
 BG2414.The geoid height was determined by GEOID03.
 BG2414
 BG2414.The dynamic height is computed by dividing the NAVD 88
 BG2414.geopotential number by the normal gravity value computed on the
 BG2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2414.degrees latitude (g = 980.6199 gals.).
 BG2414
 BG2414.The modeled gravity was interpolated from observed gravity values.
 BG2414
 BG2414;                    North         East    Units  Estimated Accuracy
 BG2414;SPC FL N     -   150,190.      434,550.      MT  (+/- 180 meters Scaled)
 BG2414
 BG2414                          SUPERSEDED SURVEY CONTROL
 BG2414
 BG2414.No superseded survey control is available for this station.
 BG2414
 BG2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU748571(NAD 83)
 BG2414_MARKER: DD = SURVEY DISK
 BG2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2414_STAMPING: 60 76 A15 RM NO1
 BG2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2414+STABILITY: SURFACE MOTION
 BG2414
 BG2414  HISTORY     - Date     Condition        Report By
 BG2414  HISTORY     - 1976     MONUMENTED       FLDT
 BG2414  HISTORY     - 1976     GOOD             FLDT
 BG2414  HISTORY     - 19910521 GOOD             USPSQD
 BG2414
 BG2414                          STATION DESCRIPTION
 BG2414
 BG2414'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2414'6.85 MI NW FROM SEAGROVE BEACH.
 BG2414'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2414'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2414'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2414'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH, THEN GO
 BG2414'SOUTH ON THE PAVED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH
 BG2414'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2414'INCHES BELOW GROUND.  IT IS 145.0 FEET EAST-SOUTHEAST OF CENTER OF THE
 BG2414'PAVED ROAD, 86.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND
 BG2414'DUNE LINE AND 1.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2414'SECTION 11, T3S, R20W.
 BG2414
 BG2414                          STATION RECOVERY (1991)
 BG2414
 BG2414'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2316 ***********************************************************************
 BG2316  DESIGNATION -  60 76 A15 RM 2
 BG2316  PID         -  BG2316
 BG2316  STATE/COUNTY-  FL/WALTON
 BG2316  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2316
 BG2316                         *CURRENT SURVEY CONTROL
 BG2316  ___________________________________________________________________
 BG2316* NAD 83(1986)-  30 20 37.     (N)    086 13 15.     (W)     SCALED    
 BG2316* NAVD 88     -         8.133  (meters)      26.68   (feet)  ADJUSTED  
 BG2316  ___________________________________________________________________
 BG2316  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BG2316  DYNAMIC HT  -           8.122 (meters)      26.65  (feet)  COMP
 BG2316  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BG2316
 BG2316  VERT ORDER  -  SECOND    CLASS II
 BG2316
 BG2316.The horizontal coordinates were scaled from a topographic map and have
 BG2316.an estimated accuracy of +/- 6 seconds.
 BG2316
 BG2316.The orthometric height was determined by differential leveling
 BG2316.and adjusted by the National Geodetic Survey in June 1991..
 BG2316
 BG2316.The geoid height was determined by GEOID03.
 BG2316
 BG2316.The dynamic height is computed by dividing the NAVD 88
 BG2316.geopotential number by the normal gravity value computed on the
 BG2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2316.degrees latitude (g = 980.6199 gals.).
 BG2316
 BG2316.The modeled gravity was interpolated from observed gravity values.
 BG2316
 BG2316;                    North         East    Units  Estimated Accuracy
 BG2316;SPC FL N     -   150,190.      434,550.      MT  (+/- 180 meters Scaled)
 BG2316
 BG2316                          SUPERSEDED SURVEY CONTROL
 BG2316
 BG2316.No superseded survey control is available for this station.
 BG2316
 BG2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU748571(NAD 83)
 BG2316_MARKER: DD = SURVEY DISK
 BG2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2316_STAMPING: 60 76 A15 RM NO2
 BG2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2316+STABILITY: SURFACE MOTION
 BG2316
 BG2316  HISTORY     - Date     Condition        Report By
 BG2316  HISTORY     - 1976     MONUMENTED       FLDT
 BG2316  HISTORY     - 1976     GOOD             FLDT
 BG2316  HISTORY     - 19910521 GOOD             USPSQD
 BG2316
 BG2316                          STATION DESCRIPTION
 BG2316
 BG2316'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2316'6.85 MI NW FROM SEAGROVE BEACH.
 BG2316'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2316'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2316'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2316'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH, THEN GO
 BG2316'SOUTH ON THE PAVED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH
 BG2316'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2316'INCHES BELOW GROUND.  IT IS 51.0 FEET EAST-SOUTHEAST OF CENTER OF THE
 BG2316'PAVED ROAD, 1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 1.4
 BG2316'FEET NORTH-NORTHEAST OF A RIGHT-OF-WAY MARKER POST.  SECTION 11, T3S,
 BG2316'R20W.
 BG2316
 BG2316                          STATION RECOVERY (1991)
 BG2316
 BG2316'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2357 ***********************************************************************
 BG2357  DESIGNATION -  60 76 A16
 BG2357  PID         -  BG2357
 BG2357  STATE/COUNTY-  FL/WALTON
 BG2357  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2357
 BG2357                         *CURRENT SURVEY CONTROL
 BG2357  ___________________________________________________________________
 BG2357* NAD 83(1990)-  30 20 11.04317(N)    086 11 32.95208(W)     ADJUSTED  
 BG2357* NAVD 88     -         8.564  (meters)      28.10   (feet)  ADJUSTED  
 BG2357  ___________________________________________________________________
 BG2357  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BG2357  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG2357  DYNAMIC HT  -           8.553 (meters)      28.06  (feet)  COMP
 BG2357  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BG2357
 BG2357  HORZ ORDER  -  SECOND
 BG2357  VERT ORDER  -  SECOND    CLASS II
 BG2357
 BG2357.The horizontal coordinates were established by classical geodetic methods
 BG2357.and adjusted by the National Geodetic Survey in May 1991..
 BG2357
 BG2357.The orthometric height was determined by differential leveling
 BG2357.and adjusted by the National Geodetic Survey in June 1991..
 BG2357
 BG2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2357
 BG2357.The geoid height was determined by GEOID03.
 BG2357
 BG2357.The dynamic height is computed by dividing the NAVD 88
 BG2357.geopotential number by the normal gravity value computed on the
 BG2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2357.degrees latitude (g = 980.6199 gals.).
 BG2357
 BG2357.The modeled gravity was interpolated from observed gravity values.
 BG2357
 BG2357;                    North         East     Units Scale Factor Converg.
 BG2357;SPC FL N     -   149,345.021   437,265.506   MT  0.99995277   -0 51 01.9
 BG2357;SPC FL N     -   489,976.12  1,434,595.25   sFT  0.99995277   -0 51 01.9
 BG2357;UTM  16      - 3,356,338.528   577,620.038   MT  0.99967433   +0 24 28.4
 BG2357
 BG2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2357!SPC FL N     -   1.00000297  x   0.99995277  =   0.99995574
 BG2357!UTM  16      -   1.00000297  x   0.99967433  =   0.99967730
 BG2357
 BG2357|---------------------------------------------------------------------|
 BG2357| PID    Reference Object                     Distance      Geod. Az  |
 BG2357|                                                           dddmmss.s |
 BG2357| BG2380 60 76 A16 RM 1                                     06922     |
 BG2357| BG2242 HIGH                                APPROX. 1.2 KM 2861951.0 |
 BG2357| BG2317 60 76 A16 RM 2                       11.957 METERS 29724     |
 BG2357|---------------------------------------------------------------------|
 BG2357
 BG2357                          SUPERSEDED SURVEY CONTROL
 BG2357
 BG2357  NAD 83(1986)-  30 20 11.05716(N)    086 11 32.96065(W) AD(       ) 2
 BG2357  NAD 27      -  30 20 10.33296(N)    086 11 33.16627(W) AD(       ) 2
 BG2357  NGVD 29 (07/19/86)    8.73   (m)           28.6    (f) LEVELING    3  
 BG2357
 BG2357.Superseded values are not recommended for survey control.
 BG2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2357.See file dsdata.txt to determine how the superseded data were derived.
 BG2357
 BG2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7762056339(NAD 83)
 BG2357_MARKER: DD = SURVEY DISK
 BG2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2357_STAMPING: 60 76 A16
 BG2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2357+STABILITY: SURFACE MOTION
 BG2357
 BG2357  HISTORY     - Date     Condition        Report By
 BG2357  HISTORY     - 1976     MONUMENTED       FLDT
 BG2357  HISTORY     - 1976     GOOD             FLDT
 BG2357  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2357  HISTORY     - 19970527 MARK NOT FOUND   USPSQD
 BG2357  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG2357
 BG2357                          STATION DESCRIPTION
 BG2357
 BG2357'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2357'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF SANTA ROSA BEACH
 BG2357'AND ABOUT 18-1/2 MILES EAST-SOUTHEAST OF DESTIN, ON THE NORTH
 BG2357'SIDE OF STATE ROUTE 83.
 BG2357'
 BG2357'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2357'STATE ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2357'WEST-NORTHWEST ON STATE ROUTE 30A FOR 4.8 MILES TO STATE
 BG2357'ROUTE 83.  TURN LEFT AND GO SOUTH ON STATE ROUTE 83 FOR 0.15
 BG2357'MILES TO INTERSECTION.  TURN LEFT AND GO EAST-SOUTHEAST ON
 BG2357'STATE ROUTE 83 FOR 0.55 MILES TO STATION ON THE LEFT.
 BG2357'
 BG2357'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2357'RESOURCES BRASS DISK, STAMPED 60 76 A16, SET IN THE TOP OF A
 BG2357'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2357'15.8 FEET SOUTH OF A METAL WITNESS POST, 24.8 FEET SOUTHEAST OF
 BG2357'A 6 INCH PALM TREE, 25.5 FEET NORTH OF CENTERLINE OF STATE ROUTE
 BG2357'83 AND 58.0 FEET SOUTH-WEST OF AN 8 INCH PALM TREE.
 BG2357'
 BG2357'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2357'TRANSPORTATION BRASS DISK, STAMPED 60 76 A16 RM NO 1, SET IN THE
 BG2357'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2357'THE GROUND.  IT IS 2.2 FEET SOUTH OF A METAL WITNESS POST, 16.3
 BG2357'FEET NORTHWEST OF AN 8 INCH PALM TREE AND 41.7 FEET NORTH OF
 BG2357'CENTERLINE OF STATE ROUTE 83.
 BG2357'
 BG2357'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2357'TRANSPORTATION BRASS DISK, STAMPED 60 76 A16 RM NO 2, SET IN THE
 BG2357'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2357'THE GROUND.  IT IS 1.9 FEET SOUTH OF A METAL WITNESS POST, 15.0
 BG2357'FEET WEST OF A 6 INCH PALM TREE AND 42.5 FEET NORTH OF CENTER OF
 BG2357'STATE ROUTE 83.
 BG2357
 BG2357                          STATION RECOVERY (1976)
 BG2357
 BG2357'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2357'5.5 MI NW FROM SEAGROVE BEACH.
 BG2357'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2357'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2357'FOR ABOUT 4.8 MILES TO STATE ROUTE 83, THEN GO SOUTH ON STATE ROUTE 83
 BG2357'FOR ABOUT 0.15 MILE TO AN INTERSECTION.  CONTINUE ON STATE ROUTE 83
 BG2357'EAST-SOUTHEAST FOR ABOUT 0.55 MILE AND STATION.  WHICH IS SET IN THE
 BG2357'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 58.0
 BG2357'FEET SOUTHWEST OF AN 8 INCH PALM TREE, 25.5 FEET NORTH OF CENTER OF
 BG2357'STATE ROUTE 83, 24.8 FEET SOUTHEAST OF A 6 INCH PALM TREE AND 15.8
 BG2357'FEET SOUTH OF A METAL WITNESS POST.  SECTION 7, T3S, R19W.
 BG2357
 BG2357                          STATION RECOVERY (1991)
 BG2357
 BG2357'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2357'MARK NOT FOUND.
 BG2357
 BG2357                          STATION RECOVERY (1997)
 BG2357
 BG2357'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2357'MARK NOT FOUND.
 BG2357
 BG2357                          STATION RECOVERY (2003)
 BG2357
 BG2357'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2380 ***********************************************************************
 BG2380  DESIGNATION -  60 76 A16 RM 1
 BG2380  PID         -  BG2380
 BG2380  STATE/COUNTY-  FL/WALTON
 BG2380  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2380
 BG2380                         *CURRENT SURVEY CONTROL
 BG2380  ___________________________________________________________________
 BG2380* NAD 83(1986)-  30 20 11.     (N)    086 11 33.     (W)     SCALED    
 BG2380* NAVD 88     -         8.963  (meters)      29.41   (feet)  ADJUSTED  
 BG2380  ___________________________________________________________________
 BG2380  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG2380  DYNAMIC HT  -           8.951 (meters)      29.37  (feet)  COMP
 BG2380  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BG2380
 BG2380  VERT ORDER  -  SECOND    CLASS II
 BG2380
 BG2380.The horizontal coordinates were scaled from a topographic map and have
 BG2380.an estimated accuracy of +/- 6 seconds.
 BG2380
 BG2380.The orthometric height was determined by differential leveling
 BG2380.and adjusted by the National Geodetic Survey in June 1991..
 BG2380
 BG2380.The geoid height was determined by GEOID03.
 BG2380
 BG2380.The dynamic height is computed by dividing the NAVD 88
 BG2380.geopotential number by the normal gravity value computed on the
 BG2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2380.degrees latitude (g = 980.6199 gals.).
 BG2380
 BG2380.The modeled gravity was interpolated from observed gravity values.
 BG2380
 BG2380;                    North         East    Units  Estimated Accuracy
 BG2380;SPC FL N     -   149,340.      437,260.      MT  (+/- 180 meters Scaled)
 BG2380
 BG2380                          SUPERSEDED SURVEY CONTROL
 BG2380
 BG2380.No superseded survey control is available for this station.
 BG2380
 BG2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU776563(NAD 83)
 BG2380_MARKER: DD = SURVEY DISK
 BG2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2380_STAMPING: 60 76 A16 RM NO1
 BG2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2380+STABILITY: SURFACE MOTION
 BG2380
 BG2380  HISTORY     - Date     Condition        Report By
 BG2380  HISTORY     - 1976     MONUMENTED       FLDT
 BG2380  HISTORY     - 1976     GOOD             FLDT
 BG2380  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2380
 BG2380                          STATION DESCRIPTION
 BG2380
 BG2380'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2380'5.5 MI NW FROM SEAGROVE BEACH.
 BG2380'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2380'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2380'FOR ABOUT 4.8 MILES TO STATE ROUTE 83, THEN GO SOUTH ON STATE ROUTE 83
 BG2380'FOR ABOUT 0.15 MILE TO AN INTERSECTION.  CONTINUE ON STATE ROUTE 83
 BG2380'EAST-SOUTHEAST FOR ABOUT 0.55 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2380'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW
 BG2380'GROUND.  IT IS 41.7 FEET NORTH OF CENTER OF STATE ROUTE 83, 16.3 FEET
 BG2380'NORTHWEST OF AN 8 INCH PALM TREE AND 2.2 FEET SOUTH OF A METAL WITNESS
 BG2380'POST.  SECTION 7, T 3S, R19W.
 BG2380
 BG2380                          STATION RECOVERY (1991)
 BG2380
 BG2380'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2317 ***********************************************************************
 BG2317  DESIGNATION -  60 76 A16 RM 2
 BG2317  PID         -  BG2317
 BG2317  STATE/COUNTY-  FL/WALTON
 BG2317  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2317
 BG2317                         *CURRENT SURVEY CONTROL
 BG2317  ___________________________________________________________________
 BG2317* NAD 83(1986)-  30 20 11.     (N)    086 11 33.     (W)     SCALED    
 BG2317* NAVD 88     -         9.180  (meters)      30.12   (feet)  ADJUSTED  
 BG2317  ___________________________________________________________________
 BG2317  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG2317  DYNAMIC HT  -           9.168 (meters)      30.08  (feet)  COMP
 BG2317  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BG2317
 BG2317  VERT ORDER  -  SECOND    CLASS II
 BG2317
 BG2317.The horizontal coordinates were scaled from a topographic map and have
 BG2317.an estimated accuracy of +/- 6 seconds.
 BG2317
 BG2317.The orthometric height was determined by differential leveling
 BG2317.and adjusted by the National Geodetic Survey in June 1991..
 BG2317
 BG2317.The geoid height was determined by GEOID03.
 BG2317
 BG2317.The dynamic height is computed by dividing the NAVD 88
 BG2317.geopotential number by the normal gravity value computed on the
 BG2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2317.degrees latitude (g = 980.6199 gals.).
 BG2317
 BG2317.The modeled gravity was interpolated from observed gravity values.
 BG2317
 BG2317;                    North         East    Units  Estimated Accuracy
 BG2317;SPC FL N     -   149,340.      437,260.      MT  (+/- 180 meters Scaled)
 BG2317
 BG2317                          SUPERSEDED SURVEY CONTROL
 BG2317
 BG2317.No superseded survey control is available for this station.
 BG2317
 BG2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU776563(NAD 83)
 BG2317_MARKER: DD = SURVEY DISK
 BG2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2317_STAMPING: 60 76 A16 RM NO2
 BG2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2317+STABILITY: SURFACE MOTION
 BG2317
 BG2317  HISTORY     - Date     Condition        Report By
 BG2317  HISTORY     - 1976     MONUMENTED       FLDT
 BG2317  HISTORY     - 1976     GOOD             FLDT
 BG2317  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2317
 BG2317                          STATION DESCRIPTION
 BG2317
 BG2317'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2317'5.5 MI NW FROM SEAGROVE BEACH.
 BG2317'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2317'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2317'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  THEN GO SOUTH ON STATE ROUTE
 BG2317'83 FOR ABOUT 0.15 MILE TO AN INTERSECTION.  CONTINUE ON STATE ROUTE 83
 BG2317'EAST-SOUTHEAST FOR ABOUT 0.55 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2317'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 BG2317'THE GROUND.  IT IS 42.5 FEET NORTH OF CENTER OF STATE ROUTE 83, 15.0
 BG2317'FEET WEST OF A 6 INCH PALM TREE AND 1.9 FEET SOUTH OF A METAL WITNESS
 BG2317'POST.  SECTION 7, T 3S, R19W.
 BG2317
 BG2317                          STATION RECOVERY (1991)
 BG2317
 BG2317'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2358 ***********************************************************************
 BG2358  DESIGNATION -  60 76 A17
 BG2358  PID         -  BG2358
 BG2358  STATE/COUNTY-  FL/WALTON
 BG2358  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2358
 BG2358                         *CURRENT SURVEY CONTROL
 BG2358  ___________________________________________________________________
 BG2358* NAD 83(1990)-  30 19 55.18647(N)    086 10 48.75812(W)     ADJUSTED  
 BG2358* NAVD 88     -         8.899  (meters)      29.20   (feet)  ADJUSTED  
 BG2358  ___________________________________________________________________
 BG2358  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BG2358  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG2358  DYNAMIC HT  -           8.887 (meters)      29.16  (feet)  COMP
 BG2358  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BG2358
 BG2358  HORZ ORDER  -  SECOND
 BG2358  VERT ORDER  -  SECOND    CLASS II
 BG2358
 BG2358.The horizontal coordinates were established by classical geodetic methods
 BG2358.and adjusted by the National Geodetic Survey in May 1991..
 BG2358
 BG2358.The orthometric height was determined by differential leveling
 BG2358.and adjusted by the National Geodetic Survey in June 1991..
 BG2358
 BG2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2358
 BG2358.The geoid height was determined by GEOID03.
 BG2358
 BG2358.The dynamic height is computed by dividing the NAVD 88
 BG2358.geopotential number by the normal gravity value computed on the
 BG2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2358.degrees latitude (g = 980.6199 gals.).
 BG2358
 BG2358.The modeled gravity was interpolated from observed gravity values.
 BG2358
 BG2358;                    North         East     Units Scale Factor Converg.
 BG2358;SPC FL N     -   148,839.350   438,438.586   MT  0.99995255   -0 50 39.7
 BG2358;SPC FL N     -   488,317.10  1,438,443.93   sFT  0.99995255   -0 50 39.7
 BG2358;UTM  16      - 3,355,858.874   578,803.612   MT  0.99967661   +0 24 50.5
 BG2358
 BG2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2358!SPC FL N     -   1.00000292  x   0.99995255  =   0.99995547
 BG2358!UTM  16      -   1.00000292  x   0.99967661  =   0.99967953
 BG2358
 BG2358|---------------------------------------------------------------------|
 BG2358| PID    Reference Object                     Distance      Geod. Az  |
 BG2358|                                                           dddmmss.s |
 BG2358| BG2381 60 76 A17 RM 1                       13.895 METERS 10521     |
 BG2358| BG2318 60 76 A17 RM 2                       11.593 METERS 29127     |
 BG2358| BG2357 60 76 A16                           APPROX. 1.3 KM 2922829.2 |
 BG2358|---------------------------------------------------------------------|
 BG2358
 BG2358                          SUPERSEDED SURVEY CONTROL
 BG2358
 BG2358  NAD 83(1986)-  30 19 55.20032(N)    086 10 48.76673(W) AD(       ) 2
 BG2358  NAD 27      -  30 19 54.47514(N)    086 10 48.97388(W) AD(       ) 2
 BG2358  NGVD 29 (07/19/86)    9.06   (m)           29.7    (f) LEVELING    3  
 BG2358
 BG2358.Superseded values are not recommended for survey control.
 BG2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2358.See file dsdata.txt to determine how the superseded data were derived.
 BG2358
 BG2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7880455859(NAD 83)
 BG2358_MARKER: DD = SURVEY DISK
 BG2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2358_STAMPING: 60 76 A17
 BG2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2358+STABILITY: SURFACE MOTION
 BG2358
 BG2358  HISTORY     - Date     Condition        Report By
 BG2358  HISTORY     - 1976     MONUMENTED       FLDT
 BG2358  HISTORY     - 1976     GOOD             FLDT
 BG2358
 BG2358                          STATION DESCRIPTION
 BG2358
 BG2358'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2358'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2358'AND ABOUT 19 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON THE
 BG2358'TOP OF SAND DUNES ON THE GULF OF MEXICO BEACH.
 BG2358'
 BG2358'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2358'STATE ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2358'WEST-NORTHWEST ON STATE ROUTE 30A FOR 2.9 MILES TO STATE
 BG2358'ROUTE 283.  TURN LEFT AND GO SOUTH ON STATE ROUTE 283 FOR
 BG2358'0.55 MILES TO END OF ROAD, (FROM THIS POINT ON, A FOUR WHEEL
 BG2358'VEHICLE IS NEEDED TO CONTINUE TO STATION) CONTINUE SOUTH FOR 0.1
 BG2358'MILES TO BEACH.  TURN RIGHT AND GO WEST-NORTHWEST ALONG BEACH
 BG2358'FOR 1.0 MILES TO STATION ON THE RIGHT.
 BG2358'
 BG2358'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2358'RESOURCES BRASS DISK, STAMPED 60 76 A17, SET IN THE TOP OF A
 BG2358'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2358'2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 51 FEET
 BG2358'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2358'
 BG2358'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2358'TRANSPORTATION BRASS DISK, STAMPED 60 76 A17 RM NO 1, SET IN THE
 BG2358'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2358'THE GROUND.  IT IS 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2358'POST AND 52 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2358'
 BG2358'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2358'TRANSPORTATION BRASS DISK, STAMPED 60 76 A17 RM NO 2, SET IN
 BG2358'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH
 BG2358'BELOW THE GROUND.  IT IS 1.7 FEET SOUTH-SOUTHWEST OF A METAL
 BG2358'WITNESS POST AND 51 FEET NORTH-EAST OF SOUTH EDGE OF SAND DUNES.
 BG2358
 BG2358                          STATION RECOVERY (1976)
 BG2358
 BG2358'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2358'4.55 MI NW FROM SEAGROVE BEACH.
 BG2358'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2358'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2358'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2358'283 FOR ABOUT 0.65 MILE TO BEACH, THEN GO WEST-NORTHWEST ALONG THE
 BG2358'BEACH FOR ABOUT 1.0 MILE AND STATION ON TOP OF SAND DUNE.  WHICH IS
 BG2358'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 BG2358'IS 51.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2358'2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 7, T3S,
 BG2358'R19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2381 ***********************************************************************
 BG2381  DESIGNATION -  60 76 A17 RM 1
 BG2381  PID         -  BG2381
 BG2381  STATE/COUNTY-  FL/WALTON
 BG2381  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2381
 BG2381                         *CURRENT SURVEY CONTROL
 BG2381  ___________________________________________________________________
 BG2381* NAD 83(1986)-  30 19 55.     (N)    086 10 48.     (W)     SCALED    
 BG2381* NAVD 88     -         8.749  (meters)      28.70   (feet)  ADJUSTED  
 BG2381  ___________________________________________________________________
 BG2381  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG2381  DYNAMIC HT  -           8.737 (meters)      28.66  (feet)  COMP
 BG2381  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BG2381
 BG2381  VERT ORDER  -  SECOND    CLASS II
 BG2381
 BG2381.The horizontal coordinates were scaled from a topographic map and have
 BG2381.an estimated accuracy of +/- 6 seconds.
 BG2381
 BG2381.The orthometric height was determined by differential leveling
 BG2381.and adjusted by the National Geodetic Survey in June 1991..
 BG2381
 BG2381.The geoid height was determined by GEOID03.
 BG2381
 BG2381.The dynamic height is computed by dividing the NAVD 88
 BG2381.geopotential number by the normal gravity value computed on the
 BG2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2381.degrees latitude (g = 980.6199 gals.).
 BG2381
 BG2381.The modeled gravity was interpolated from observed gravity values.
 BG2381
 BG2381;                    North         East    Units  Estimated Accuracy
 BG2381;SPC FL N     -   148,830.      438,460.      MT  (+/- 180 meters Scaled)
 BG2381
 BG2381                          SUPERSEDED SURVEY CONTROL
 BG2381
 BG2381.No superseded survey control is available for this station.
 BG2381
 BG2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU788558(NAD 83)
 BG2381_MARKER: DD = SURVEY DISK
 BG2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2381_STAMPING: 60 76 A17 RM NO1
 BG2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2381+STABILITY: SURFACE MOTION
 BG2381
 BG2381  HISTORY     - Date     Condition        Report By
 BG2381  HISTORY     - 1976     MONUMENTED       FLDT
 BG2381  HISTORY     - 1976     GOOD             FLDT
 BG2381
 BG2381                          STATION DESCRIPTION
 BG2381
 BG2381'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2381'4.55 MI NW FROM SEAGROVE BEACH.
 BG2381'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2381'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2381'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2381'283 FOR ABOUT 0.65 MILE TO BEACH, THEN GO WEST-NORTHWEST ALONG THE
 BG2381'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK ON TOP OF SAND DUNE. WHICH
 BG2381'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH
 BG2381'BELOW GROUND.  IT IS 52.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF
 BG2381'THE SAND DUNE AND 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BG2381'SECTION 7, T3S, R19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2318 ***********************************************************************
 BG2318  DESIGNATION -  60 76 A17 RM 2
 BG2318  PID         -  BG2318
 BG2318  STATE/COUNTY-  FL/WALTON
 BG2318  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2318
 BG2318                         *CURRENT SURVEY CONTROL
 BG2318  ___________________________________________________________________
 BG2318* NAD 83(1986)-  30 19 55.     (N)    086 10 48.     (W)     SCALED    
 BG2318* NAVD 88     -         8.767  (meters)      28.76   (feet)  ADJUSTED  
 BG2318  ___________________________________________________________________
 BG2318  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG2318  DYNAMIC HT  -           8.756 (meters)      28.73  (feet)  COMP
 BG2318  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BG2318
 BG2318  VERT ORDER  -  SECOND    CLASS II
 BG2318
 BG2318.The horizontal coordinates were scaled from a topographic map and have
 BG2318.an estimated accuracy of +/- 6 seconds.
 BG2318
 BG2318.The orthometric height was determined by differential leveling
 BG2318.and adjusted by the National Geodetic Survey in June 1991..
 BG2318
 BG2318.The geoid height was determined by GEOID03.
 BG2318
 BG2318.The dynamic height is computed by dividing the NAVD 88
 BG2318.geopotential number by the normal gravity value computed on the
 BG2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2318.degrees latitude (g = 980.6199 gals.).
 BG2318
 BG2318.The modeled gravity was interpolated from observed gravity values.
 BG2318
 BG2318;                    North         East    Units  Estimated Accuracy
 BG2318;SPC FL N     -   148,830.      438,460.      MT  (+/- 180 meters Scaled)
 BG2318
 BG2318                          SUPERSEDED SURVEY CONTROL
 BG2318
 BG2318.No superseded survey control is available for this station.
 BG2318
 BG2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU788558(NAD 83)
 BG2318_MARKER: DD = SURVEY DISK
 BG2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2318_STAMPING: 60 76 A17 RM NO2
 BG2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2318+STABILITY: SURFACE MOTION
 BG2318
 BG2318  HISTORY     - Date     Condition        Report By
 BG2318  HISTORY     - 1976     MONUMENTED       FLDT
 BG2318  HISTORY     - 1976     GOOD             FLDT
 BG2318
 BG2318                          STATION DESCRIPTION
 BG2318
 BG2318'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2318'4.55 MI NW FROM SEAGROVE BEACH.
 BG2318'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2318'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2318'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2318'283 FOR ABOUT 0.65 MILE TO BEACH, THEN GO WEST-NORTHWEST ALONG THE
 BG2318'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BG2318'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND. IT
 BG2318'IS 51.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2318'1.7 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 7, T3S,
 BG2318'R19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2359 ***********************************************************************
 BG2359  DESIGNATION -  60 76 A18
 BG2359  PID         -  BG2359
 BG2359  STATE/COUNTY-  FL/WALTON
 BG2359  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2359
 BG2359                         *CURRENT SURVEY CONTROL
 BG2359  ___________________________________________________________________
 BG2359* NAD 83(1990)-  30 19 43.05099(N)    086 10 05.08353(W)     ADJUSTED  
 BG2359* NAVD 88     -        10.385  (meters)      34.07   (feet)  ADJUSTED  
 BG2359  ___________________________________________________________________
 BG2359  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BG2359  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG2359  DYNAMIC HT  -          10.372 (meters)      34.03  (feet)  COMP
 BG2359  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BG2359
 BG2359  HORZ ORDER  -  SECOND
 BG2359  VERT ORDER  -  SECOND    CLASS II
 BG2359
 BG2359.The horizontal coordinates were established by classical geodetic methods
 BG2359.and adjusted by the National Geodetic Survey in May 1991..
 BG2359
 BG2359.The orthometric height was determined by differential leveling
 BG2359.and adjusted by the National Geodetic Survey in June 1991..
 BG2359
 BG2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2359
 BG2359.The geoid height was determined by GEOID03.
 BG2359
 BG2359.The dynamic height is computed by dividing the NAVD 88
 BG2359.geopotential number by the normal gravity value computed on the
 BG2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2359.degrees latitude (g = 980.6199 gals.).
 BG2359
 BG2359.The modeled gravity was interpolated from observed gravity values.
 BG2359
 BG2359;                    North         East     Units Scale Factor Converg.
 BG2359;SPC FL N     -   148,448.580   439,599.577   MT  0.99995238   -0 50 17.7
 BG2359;SPC FL N     -   487,035.05  1,442,252.95   sFT  0.99995238   -0 50 17.7
 BG2359;UTM  16      - 3,355,493.795   579,972.584   MT  0.99967890   +0 25 12.4
 BG2359
 BG2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2359!SPC FL N     -   1.00000269  x   0.99995238  =   0.99995507
 BG2359!UTM  16      -   1.00000269  x   0.99967890  =   0.99968159
 BG2359
 BG2359|---------------------------------------------------------------------|
 BG2359| PID    Reference Object                     Distance      Geod. Az  |
 BG2359|                                                           dddmmss.s |
 BG2359| BG2382 60 76 A18 RM 1                        9.318 METERS 05931     |
 BG2359| BG2451 60 76 A18 AZ MK                     APPROX. 0.6 KM 1101136.5 |
 BG2359| BG2319 60 76 A18 RM 2                       16.870 METERS 25635     |
 BG2359|---------------------------------------------------------------------|
 BG2359
 BG2359                          SUPERSEDED SURVEY CONTROL
 BG2359
 BG2359  NAD 83(1986)-  30 19 43.06470(N)    086 10 05.09217(W) AD(       ) 2
 BG2359  NAD 27      -  30 19 42.33886(N)    086 10 05.30070(W) AD(       ) 2
 BG2359  NGVD 29 (07/19/86)   10.55   (m)           34.6    (f) LEVELING    3  
 BG2359
 BG2359.Superseded values are not recommended for survey control.
 BG2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2359.See file dsdata.txt to determine how the superseded data were derived.
 BG2359
 BG2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7997355494(NAD 83)
 BG2359_MARKER: DD = SURVEY DISK
 BG2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2359_STAMPING: 60 76 A18
 BG2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2359+STABILITY: SURFACE MOTION
 BG2359
 BG2359  HISTORY     - Date     Condition        Report By
 BG2359  HISTORY     - 1976     MONUMENTED       FLDT
 BG2359  HISTORY     - 1976     GOOD             FLDT
 BG2359  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2359  HISTORY     - 19980428 MARK NOT FOUND   USPSQD
 BG2359
 BG2359                          STATION DESCRIPTION
 BG2359
 BG2359'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2359'STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF SANTA ROSA
 BG2359'BEACH AND ABOUT 18 MILES WEST-NORTHWEST OF PANAMA CITY BEACH, ON
 BG2359'THE TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2359'
 BG2359'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2359'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2359'WEST-NORTHWEST ON STATE ROUTE 30A FOR 2.9 MILES TO STATE
 BG2359'ROUTE 283.  TURN RIGHT AND GO SOUTH ON STATE ROUTE 283 FOR 0.55
 BG2359'MILES TO STATION ON THE RIGHT APPROXIMATELY 150 YARDS SOUTHWEST
 BG2359'OF END OF PAVEMENT.
 BG2359'
 BG2359'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2359'RESOURCES BRASS DISK, STAMPED 60 76 A18, SET IN THE TOP OF A
 BG2359'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2359'2.4 FEET SOUTH OF A METAL WITNESS POST, 34.0 FEET NORTH-NORTHEAST
 BG2359'OF THE SOUTH BOTTOM OF SAND DUNE AND 90 FEET NORTH-NORTHEAST OF
 BG2359'SOUTH EDGE OF SAND DUNES.
 BG2359'
 BG2359'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2359'TRANSPORTATION BRASS DISK, STAMPED 60 76 A18 RM NO 1, SET IN THE
 BG2359'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT.  IT IS 1.9 FEET
 BG2359'SOUTHWEST OF A METAL WITNESS POST AND 104.0 FEET NORTH-NORTHEAST
 BG2359'OF SOUTH EDGE OF SAND DUNES.
 BG2359'
 BG2359'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2359'TRANSPORTATION BRASS DISK, STAMPED 60 76 A18 RM NO 2, SET IN THE
 BG2359'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH ABOVE
 BG2359'THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND
 BG2359'68 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2359'
 BG2359'TO REACH AZIMUTH MARK FROM STATION.  GO EAST ALONG BEACH FOR
 BG2359'0.4 MILES TO AZIMUTH MARK ON TOP OF SAND DUNE ON THE LEFT.  IT IS
 BG2359'A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BG2359'STAMPED 60 76 A18 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2359'CONCRETE MONUMENT THAT IS 1 INCH ABOVE THE GROUND.  IT IS 1.0
 BG2359'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 21 FEET EAST OF
 BG2359'EAST EDGE OF SAND DUNE AND 25 FEET NORTH-NORTHEAST OF SOUTH
 BG2359'EDGE OF SAND DUNE.
 BG2359
 BG2359                          STATION RECOVERY (1976)
 BG2359
 BG2359'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2359'3.5 MI NW FROM SEAGROVE BEACH.
 BG2359'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2359'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2359'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2359'283 FOR ABOUT 0.6 MILE AND STATION.  WHICH IS SET IN THE TOP OF A
 BG2359'ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 90.0 FEET
 BG2359'NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE LINE, 34.0 FEET
 BG2359'NORTH-NORTHEAST OF THE SOUTH BOTTOM OF THE SAND DUNE AND 2.4 FEET
 BG2359'SOUTH OF A METAL WITNESS POST.  SECTION 17, T3S, R19W.
 BG2359
 BG2359                          STATION RECOVERY (1991)
 BG2359
 BG2359'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2359'MARK NOT FOUND.
 BG2359
 BG2359                          STATION RECOVERY (1998)
 BG2359
 BG2359'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2451 ***********************************************************************
 BG2451  DESIGNATION -  60 76 A18 AZ MK
 BG2451  PID         -  BG2451
 BG2451  STATE/COUNTY-  FL/WALTON
 BG2451  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2451
 BG2451                         *CURRENT SURVEY CONTROL
 BG2451  ___________________________________________________________________
 BG2451* NAD 83(1990)-  30 19 36.55526(N)    086 09 44.72616(W)     ADJUSTED  
 BG2451* NAVD 88     -         7.067  (meters)      23.19   (feet)  ADJUSTED  
 BG2451  ___________________________________________________________________
 BG2451  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BG2451  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG2451  DYNAMIC HT  -           7.058 (meters)      23.16  (feet)  COMP
 BG2451  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 BG2451
 BG2451  HORZ ORDER  -  THIRD
 BG2451  VERT ORDER  -  SECOND    CLASS II
 BG2451
 BG2451.The horizontal coordinates were established by classical geodetic methods
 BG2451.and adjusted by the National Geodetic Survey in May 1991..
 BG2451.No horizontal observational check was made to the station.
 BG2451
 BG2451.The orthometric height was determined by differential leveling
 BG2451.and adjusted by the National Geodetic Survey in June 1991..
 BG2451
 BG2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2451
 BG2451.The geoid height was determined by GEOID03.
 BG2451
 BG2451.The dynamic height is computed by dividing the NAVD 88
 BG2451.geopotential number by the normal gravity value computed on the
 BG2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2451.degrees latitude (g = 980.6199 gals.).
 BG2451
 BG2451.The modeled gravity was interpolated from observed gravity values.
 BG2451
 BG2451;                    North         East     Units Scale Factor Converg.
 BG2451;SPC FL N     -   148,240.640   440,140.383   MT  0.99995229   -0 50 07.5
 BG2451;SPC FL N     -   486,352.83  1,444,027.24   sFT  0.99995229   -0 50 07.5
 BG2451;UTM  16      - 3,355,297.835   580,517.677   MT  0.99967998   +0 25 22.6
 BG2451
 BG2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2451!SPC FL N     -   1.00000321  x   0.99995229  =   0.99995550
 BG2451!UTM  16      -   1.00000321  x   0.99967998  =   0.99968319
 BG2451
 BG2451                          SUPERSEDED SURVEY CONTROL
 BG2451
 BG2451  NAD 83(1986)-  30 19 36.56890(N)    086 09 44.73482(W) AD(       ) 3
 BG2451  NAD 27      -  30 19 35.84279(N)    086 09 44.94401(W) AD(       ) 3
 BG2451  NGVD 29 (07/19/86)    7.24   (m)           23.8    (f) LEVELING    3  
 BG2451
 BG2451.Superseded values are not recommended for survey control.
 BG2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2451.See file dsdata.txt to determine how the superseded data were derived.
 BG2451
 BG2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8051855298(NAD 83)
 BG2451_MARKER: DD = SURVEY DISK
 BG2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2451_STAMPING: 60 76 A18 AZ MK
 BG2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2451+STABILITY: SURFACE MOTION
 BG2451
 BG2451  HISTORY     - Date     Condition        Report By
 BG2451  HISTORY     - 1976     MONUMENTED       FLDT
 BG2451  HISTORY     - 1976     GOOD             FLDT
 BG2451  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2451
 BG2451                          STATION DESCRIPTION
 BG2451
 BG2451'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2451'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2451'STAMPED 60 76 A18 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2451'MONUMENT THAT IS 1 INCH ABOVE THE GROUND.  IT IS 1.0 FEET
 BG2451'SOUTH-SOUTHWEST OF A METAL WITNESS POST 21 FEET EAST OF EAST EDGE
 BG2451'OF SAND DUNE AND 25 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2451'DUNE.
 BG2451
 BG2451                          STATION RECOVERY (1976)
 BG2451
 BG2451'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2451'3.55 MI NW FROM SEAGROVE BEACH.
 BG2451'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2451'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2451'FOR ABOUT 2.15 MILES TO A PAVED ROAD LEADING SOUTH TO GRAYTON BEACH
 BG2451'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2451'BEACH, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.65 MILE AND
 BG2451'AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BG2451'CONCRETE MONUMENT FLUSH WITH THE GROUND.  SECTION 16, T3S, R19W.
 BG2451'NOTE-- AZIMUTH MARK IS 0.35 MILE EAST-SOUTHEAST OF 60 76 A18.
 BG2451
 BG2451                          STATION RECOVERY (1991)
 BG2451
 BG2451'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2382 ***********************************************************************
 BG2382  DESIGNATION -  60 76 A18 RM 1
 BG2382  PID         -  BG2382
 BG2382  STATE/COUNTY-  FL/WALTON
 BG2382  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2382
 BG2382                         *CURRENT SURVEY CONTROL
 BG2382  ___________________________________________________________________
 BG2382* NAD 83(1986)-  30 19 43.     (N)    086 10 05.     (W)     SCALED    
 BG2382* NAVD 88     -        10.171  (meters)      33.37   (feet)  ADJUSTED  
 BG2382  ___________________________________________________________________
 BG2382  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG2382  DYNAMIC HT  -          10.158 (meters)      33.33  (feet)  COMP
 BG2382  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BG2382
 BG2382  VERT ORDER  -  SECOND    CLASS II
 BG2382
 BG2382.The horizontal coordinates were scaled from a topographic map and have
 BG2382.an estimated accuracy of +/- 6 seconds.
 BG2382
 BG2382.The orthometric height was determined by differential leveling
 BG2382.and adjusted by the National Geodetic Survey in June 1991..
 BG2382
 BG2382.The geoid height was determined by GEOID03.
 BG2382
 BG2382.The dynamic height is computed by dividing the NAVD 88
 BG2382.geopotential number by the normal gravity value computed on the
 BG2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2382.degrees latitude (g = 980.6199 gals.).
 BG2382
 BG2382.The modeled gravity was interpolated from observed gravity values.
 BG2382
 BG2382;                    North         East    Units  Estimated Accuracy
 BG2382;SPC FL N     -   148,450.      439,600.      MT  (+/- 180 meters Scaled)
 BG2382
 BG2382                          SUPERSEDED SURVEY CONTROL
 BG2382
 BG2382.No superseded survey control is available for this station.
 BG2382
 BG2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU799554(NAD 83)
 BG2382_MARKER: DD = SURVEY DISK
 BG2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2382_STAMPING: 60 76 A18 RM NO1
 BG2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2382+STABILITY: SURFACE MOTION
 BG2382
 BG2382  HISTORY     - Date     Condition        Report By
 BG2382  HISTORY     - 1976     MONUMENTED       FLDT
 BG2382  HISTORY     - 1976     GOOD             FLDT
 BG2382  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2382  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 BG2382
 BG2382                          STATION DESCRIPTION
 BG2382
 BG2382'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2382'3.5 MI NW FROM SEAGROVE BEACH.
 BG2382'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2382'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2382'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2382'283 FOR ABOUT 0.6 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE. WHICH
 BG2382'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2382'INCHES BELOW GROUND.  IT IS 104.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2382'EDGE OF THE SAND DUNE LINE AND 1.9 FEET SOUTHWEST OF A METAL WITNESS
 BG2382'POST.  SECTION 17, T3S, R19W.
 BG2382
 BG2382                          STATION RECOVERY (1991)
 BG2382
 BG2382'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2382'MARK NOT FOUND.
 BG2382
 BG2382                          STATION RECOVERY (1994)
 BG2382
 BG2382'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2319 ***********************************************************************
 BG2319  DESIGNATION -  60 76 A18 RM 2
 BG2319  PID         -  BG2319
 BG2319  STATE/COUNTY-  FL/WALTON
 BG2319  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2319
 BG2319                         *CURRENT SURVEY CONTROL
 BG2319  ___________________________________________________________________
 BG2319* NAD 83(1986)-  30 19 43.     (N)    086 10 05.     (W)     SCALED    
 BG2319* NAVD 88     -         9.994  (meters)      32.79   (feet)  ADJUSTED  
 BG2319  ___________________________________________________________________
 BG2319  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG2319  DYNAMIC HT  -           9.981 (meters)      32.75  (feet)  COMP
 BG2319  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 BG2319
 BG2319  VERT ORDER  -  SECOND    CLASS II
 BG2319
 BG2319.The horizontal coordinates were scaled from a topographic map and have
 BG2319.an estimated accuracy of +/- 6 seconds.
 BG2319
 BG2319.The orthometric height was determined by differential leveling
 BG2319.and adjusted by the National Geodetic Survey in June 1991..
 BG2319
 BG2319.The geoid height was determined by GEOID03.
 BG2319
 BG2319.The dynamic height is computed by dividing the NAVD 88
 BG2319.geopotential number by the normal gravity value computed on the
 BG2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2319.degrees latitude (g = 980.6199 gals.).
 BG2319
 BG2319.The modeled gravity was interpolated from observed gravity values.
 BG2319
 BG2319;                    North         East    Units  Estimated Accuracy
 BG2319;SPC FL N     -   148,450.      439,600.      MT  (+/- 180 meters Scaled)
 BG2319
 BG2319                          SUPERSEDED SURVEY CONTROL
 BG2319
 BG2319.No superseded survey control is available for this station.
 BG2319
 BG2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU799554(NAD 83)
 BG2319_MARKER: DD = SURVEY DISK
 BG2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2319_STAMPING: 60 76 A18 RM NO2
 BG2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2319+STABILITY: SURFACE MOTION
 BG2319
 BG2319  HISTORY     - Date     Condition        Report By
 BG2319  HISTORY     - 1976     MONUMENTED       FLDT
 BG2319  HISTORY     - 1976     GOOD             FLDT
 BG2319  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2319  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 BG2319
 BG2319                          STATION DESCRIPTION
 BG2319
 BG2319'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2319'3.5 MI NW FROM SEAGROVE BEACH.
 BG2319'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2319'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2319'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2319'283 FOR ABOUT 0.6 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE. WHICH
 BG2319'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH
 BG2319'ABOVE GROUND.  IT IS 68.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF
 BG2319'THE SAND DUNE LINE AND 2.0 FEET SOUTH OF A METAL WITNESS POST. SECTION
 BG2319'17, T3S, R19W.
 BG2319
 BG2319                          STATION RECOVERY (1991)
 BG2319
 BG2319'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2319'MARK NOT FOUND.
 BG2319
 BG2319                          STATION RECOVERY (1994)
 BG2319
 BG2319'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2360 ***********************************************************************
 BG2360  DESIGNATION -  60 76 A19
 BG2360  PID         -  BG2360
 BG2360  STATE/COUNTY-  FL/WALTON
 BG2360  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2360
 BG2360                         *CURRENT SURVEY CONTROL
 BG2360  ___________________________________________________________________
 BG2360* NAD 83(1990)-  30 19 25.34800(N)    086 09 07.61459(W)     ADJUSTED  
 BG2360* NAVD 88     -         9.357  (meters)      30.70   (feet)  ADJUSTED  
 BG2360  ___________________________________________________________________
 BG2360  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BG2360  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG2360  DYNAMIC HT  -           9.344 (meters)      30.66  (feet)  COMP
 BG2360  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BG2360
 BG2360  HORZ ORDER  -  SECOND
 BG2360  VERT ORDER  -  SECOND    CLASS II
 BG2360
 BG2360.The horizontal coordinates were established by classical geodetic methods
 BG2360.and adjusted by the National Geodetic Survey in May 1991..
 BG2360
 BG2360.The orthometric height was determined by differential leveling
 BG2360.and adjusted by the National Geodetic Survey in June 1991..
 BG2360
 BG2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2360
 BG2360.The geoid height was determined by GEOID03.
 BG2360
 BG2360.The dynamic height is computed by dividing the NAVD 88
 BG2360.geopotential number by the normal gravity value computed on the
 BG2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2360.degrees latitude (g = 980.6199 gals.).
 BG2360
 BG2360.The modeled gravity was interpolated from observed gravity values.
 BG2360
 BG2360;                    North         East     Units Scale Factor Converg.
 BG2360;SPC FL N     -   147,881.169   441,126.610   MT  0.99995214   -0 49 48.8
 BG2360;SPC FL N     -   485,173.47  1,447,262.89   sFT  0.99995214   -0 49 48.8
 BG2360;UTM  16      - 3,354,960.200   581,511.291   MT  0.99968197   +0 25 41.2
 BG2360
 BG2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2360!SPC FL N     -   1.00000285  x   0.99995214  =   0.99995499
 BG2360!UTM  16      -   1.00000285  x   0.99968197  =   0.99968482
 BG2360
 BG2360|---------------------------------------------------------------------|
 BG2360| PID    Reference Object                     Distance      Geod. Az  |
 BG2360|                                                           dddmmss.s |
 BG2360| BG2383 60 76 A19 RM 1                       16.550 METERS 10639     |
 BG2360| BG2359 60 76 A18                           APPROX. 1.6 KM 2893313.4 |
 BG2360| BG2320 60 76 A19 RM 2                       21.006 METERS 35118     |
 BG2360|---------------------------------------------------------------------|
 BG2360
 BG2360                          SUPERSEDED SURVEY CONTROL
 BG2360
 BG2360  NAD 83(1986)-  30 19 25.36152(N)    086 09 07.62327(W) AD(       ) 2
 BG2360  NAD 27      -  30 19 24.63503(N)    086 09 07.83354(W) AD(       ) 2
 BG2360  NGVD 29 (07/19/86)    9.52   (m)           31.2    (f) LEVELING    3  
 BG2360
 BG2360.Superseded values are not recommended for survey control.
 BG2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2360.See file dsdata.txt to determine how the superseded data were derived.
 BG2360
 BG2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8151154960(NAD 83)
 BG2360_MARKER: DD = SURVEY DISK
 BG2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2360_STAMPING: 60 76 A19
 BG2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2360+STABILITY: SURFACE MOTION
 BG2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2360+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 BG2360
 BG2360  HISTORY     - Date     Condition        Report By
 BG2360  HISTORY     - 1976     MONUMENTED       FLDT
 BG2360  HISTORY     - 1976     GOOD             FLDT
 BG2360  HISTORY     - 19910521 GOOD             USPSQD
 BG2360  HISTORY     - 20031017 GOOD             USPSQD
 BG2360
 BG2360                          STATION DESCRIPTION
 BG2360
 BG2360'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2360'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SANTA ROSA BEACH AND
 BG2360'ABOUT 17 MILES WEST-NORTHWEST OF PANAMA CITY BEACH, ON TOP OF A
 BG2360'SAND DUNE IN THE GRAYTON BEACH STATE PARK.
 BG2360'
 BG2360'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2360'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2360'WEST-NORTHWEST ON STATE ROUTE 30A FOR 2.15 MILES TO PAVED ROAD
 BG2360'LEFT.  (ENTRANCE TO GRAYTON BEACH STATE PARK) TURN LEFT AND GO
 BG2360'SOUTH ON PAVED ROAD, THROUGH PARK, FOR 0.7 MILE TO END OF
 BG2360'ROAD.  STATION IS APPROXIMATELY 150 YARDS SOUTHEAST OF END OF
 BG2360'ROAD AND APPROXIMATELY 800 FEET EAST OF THE GRAYTON BEACH STATE
 BG2360'PARK CONCESSION BUILDING.
 BG2360'
 BG2360'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2360'RESOURCES BRASS DISK, STAMPED 60 76 A19, SET IN THE TOP OF A
 BG2360'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2360'2.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 112.0 FEET
 BG2360'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2360'
 BG2360'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2360'TRANSPORTATION BRASS DISK, STAMPED 60 76 A19 RM NO 1, SET IN THE
 BG2360'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE
 BG2360'THE GROUND.  IT IS 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2360'POST AND 117 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2360'
 BG2360'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2360'TRANSPORTATION BRASS DISK, STAMPED 60 76 A19 RM NO 2, SET IN
 BG2360'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2360'BELOW THE GROUND.  IT IS 2.0 FEET SOUTH-SOUTHWEST OF A METAL
 BG2360'WITNESS POST AND 164 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2360'DUNES.
 BG2360
 BG2360                          STATION RECOVERY (1976)
 BG2360
 BG2360'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2360'2.9 MI NW FROM SEAGROVE BEACH.
 BG2360'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2360'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2360'FOR ABOUT 2.15 MILES TO A PAVED ROAD SOUTH LEADING TO GRAYTON BEACH
 BG2360'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2360'BEACH AND STATION, ON TOP OF SAND DUNE ABOUT 800.0 FEET EAST OF THE
 BG2360'GRAYTON BEACH STATE PARK CONCESSION BUILDING.  WHICH IS SET IN THE TOP
 BG2360'OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 112.0 FEET
 BG2360'NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE LINE AND 2.2 FEET
 BG2360'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 16, T3S, R19W.
 BG2360
 BG2360                          STATION RECOVERY (1991)
 BG2360
 BG2360'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2360'RECOVERED IN GOOD CONDITION.
 BG2360
 BG2360                          STATION RECOVERY (2003)
 BG2360
 BG2360'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2383 ***********************************************************************
 BG2383  DESIGNATION -  60 76 A19 RM 1
 BG2383  PID         -  BG2383
 BG2383  STATE/COUNTY-  FL/WALTON
 BG2383  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2383
 BG2383                         *CURRENT SURVEY CONTROL
 BG2383  ___________________________________________________________________
 BG2383* NAD 83(1986)-  30 19 25.     (N)    086 09 07.     (W)     SCALED    
 BG2383* NAVD 88     -         7.817  (meters)      25.65   (feet)  ADJUSTED  
 BG2383  ___________________________________________________________________
 BG2383  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG2383  DYNAMIC HT  -           7.807 (meters)      25.61  (feet)  COMP
 BG2383  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 BG2383
 BG2383  VERT ORDER  -  SECOND    CLASS II
 BG2383
 BG2383.The horizontal coordinates were scaled from a topographic map and have
 BG2383.an estimated accuracy of +/- 6 seconds.
 BG2383
 BG2383.The orthometric height was determined by differential leveling
 BG2383.and adjusted by the National Geodetic Survey in June 1991..
 BG2383
 BG2383.The geoid height was determined by GEOID03.
 BG2383
 BG2383.The dynamic height is computed by dividing the NAVD 88
 BG2383.geopotential number by the normal gravity value computed on the
 BG2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2383.degrees latitude (g = 980.6199 gals.).
 BG2383
 BG2383.The modeled gravity was interpolated from observed gravity values.
 BG2383
 BG2383;                    North         East    Units  Estimated Accuracy
 BG2383;SPC FL N     -   147,870.      441,140.      MT  (+/- 180 meters Scaled)
 BG2383
 BG2383                          SUPERSEDED SURVEY CONTROL
 BG2383
 BG2383.No superseded survey control is available for this station.
 BG2383
 BG2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU815549(NAD 83)
 BG2383_MARKER: DD = SURVEY DISK
 BG2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2383_STAMPING: 60 76 A19 RM NO1
 BG2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2383+STABILITY: SURFACE MOTION
 BG2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2383+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2003
 BG2383
 BG2383  HISTORY     - Date     Condition        Report By
 BG2383  HISTORY     - 1976     MONUMENTED       FLDT
 BG2383  HISTORY     - 1976     GOOD             FLDT
 BG2383  HISTORY     - 19910521 POOR             USPSQD
 BG2383  HISTORY     - 20030216 GOOD             USPSQD
 BG2383  HISTORY     - 20031017 MARK NOT FOUND   USPSQD
 BG2383
 BG2383                          STATION DESCRIPTION
 BG2383
 BG2383'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2383'2.9 MI NW FROM SEAGROVE BEACH.
 BG2383'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2383'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2383'FOR ABOUT 2.15 MILES TO A PAVED ROAD SOUTH LEADING TO GRAYTON BEACH
 BG2383'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2383'BEACH AND REFERENCE MARK, ON TOP OF SAND DUNE ABOUT 800.0 FEET EAST OF
 BG2383'THE GRAYTON BEACH STATE PARK CONCESSION BUILDING.  WHICH IS SET IN THE
 BG2383'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH ABOVE GROUND.
 BG2383'IT IS 117.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE
 BG2383'LINE AND 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 16,
 BG2383'T 3S, R19W.
 BG2383
 BG2383                          STATION RECOVERY (1991)
 BG2383
 BG2383'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2383'MARK RECOVERED IN POOR CONDITION.
 BG2383
 BG2383                          STATION RECOVERY (2003)
 BG2383
 BG2383'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG2383'RECOVERED IN GOOD CONDITION.
 BG2383
 BG2383                          STATION RECOVERY (2003)
 BG2383
 BG2383'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG2383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2320 ***********************************************************************
 BG2320  DESIGNATION -  60 76 A19 RM 2
 BG2320  PID         -  BG2320
 BG2320  STATE/COUNTY-  FL/WALTON
 BG2320  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2320
 BG2320                         *CURRENT SURVEY CONTROL
 BG2320  ___________________________________________________________________
 BG2320* NAD 83(1986)-  30 19 25.     (N)    086 09 07.     (W)     SCALED    
 BG2320* NAVD 88     -        10.238  (meters)      33.59   (feet)  ADJUSTED  
 BG2320  ___________________________________________________________________
 BG2320  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG2320  DYNAMIC HT  -          10.225 (meters)      33.55  (feet)  COMP
 BG2320  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BG2320
 BG2320  VERT ORDER  -  SECOND    CLASS II
 BG2320
 BG2320.The horizontal coordinates were scaled from a topographic map and have
 BG2320.an estimated accuracy of +/- 6 seconds.
 BG2320
 BG2320.The orthometric height was determined by differential leveling
 BG2320.and adjusted by the National Geodetic Survey in June 1991..
 BG2320
 BG2320.The geoid height was determined by GEOID03.
 BG2320
 BG2320.The dynamic height is computed by dividing the NAVD 88
 BG2320.geopotential number by the normal gravity value computed on the
 BG2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2320.degrees latitude (g = 980.6199 gals.).
 BG2320
 BG2320.The modeled gravity was interpolated from observed gravity values.
 BG2320
 BG2320;                    North         East    Units  Estimated Accuracy
 BG2320;SPC FL N     -   147,870.      441,140.      MT  (+/- 180 meters Scaled)
 BG2320
 BG2320                          SUPERSEDED SURVEY CONTROL
 BG2320
 BG2320.No superseded survey control is available for this station.
 BG2320
 BG2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU815549(NAD 83)
 BG2320_MARKER: DD = SURVEY DISK
 BG2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2320_STAMPING: 60 76 A19 RM NO2
 BG2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2320+STABILITY: SURFACE MOTION
 BG2320
 BG2320  HISTORY     - Date     Condition        Report By
 BG2320  HISTORY     - 1976     MONUMENTED       FLDT
 BG2320  HISTORY     - 1976     GOOD             FLDT
 BG2320  HISTORY     - 19910521 GOOD             USPSQD
 BG2320  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG2320  HISTORY     - 20031017 MARK NOT FOUND   USPSQD
 BG2320
 BG2320                          STATION DESCRIPTION
 BG2320
 BG2320'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2320'2.9 MI NW FROM SEAGROVE BEACH.
 BG2320'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2320'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2320'FOR ABOUT 2.15 MILES TO A PAVED ROAD SOUTH LEADING TO GRAYTON BEACH
 BG2320'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2320'BEACH AND REFERENCE MARK, ON TOP OF SAND DUNE ABOUT 800.0 FEET EAST OF
 BG2320'THE GRAYTON BEACH STATE PARK CONCESSION BUILDING.  WHICH IS SET IN THE
 BG2320'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2320'GROUND.  IT IS 164.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE
 BG2320'SAND DUNE LINE AND 2.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BG2320'SECTION 16, T 3S, R19W.
 BG2320
 BG2320                          STATION RECOVERY (1991)
 BG2320
 BG2320'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2320'RECOVERED IN GOOD CONDITION.
 BG2320
 BG2320                          STATION RECOVERY (2003)
 BG2320
 BG2320'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG2320'MARK NOT FOUND.
 BG2320
 BG2320                          STATION RECOVERY (2003)
 BG2320
 BG2320'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG2320'STATION LIKELY LOST, BEACH EROSION LATITUDE IS TO THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2361 ***********************************************************************
 BG2361  DESIGNATION -  60 76 A20
 BG2361  PID         -  BG2361
 BG2361  STATE/COUNTY-  FL/WALTON
 BG2361  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2361
 BG2361                         *CURRENT SURVEY CONTROL
 BG2361  ___________________________________________________________________
 BG2361* NAD 83(1990)-  30 19 06.49040(N)    086 08 02.37530(W)     ADJUSTED  
 BG2361* NAVD 88     -         9.216  (meters)      30.24   (feet)  ADJUSTED  
 BG2361  ___________________________________________________________________
 BG2361  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BG2361  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG2361  DYNAMIC HT  -           9.203 (meters)      30.19  (feet)  COMP
 BG2361  MODELED GRAV-     979,333.2   (mgal)                       NAVD 88
 BG2361
 BG2361  HORZ ORDER  -  SECOND
 BG2361  VERT ORDER  -  SECOND    CLASS II
 BG2361
 BG2361.The horizontal coordinates were established by classical geodetic methods
 BG2361.and adjusted by the National Geodetic Survey in May 1991..
 BG2361
 BG2361.The orthometric height was determined by differential leveling
 BG2361.and adjusted by the National Geodetic Survey in June 1991..
 BG2361
 BG2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2361
 BG2361.The geoid height was determined by GEOID03.
 BG2361
 BG2361.The dynamic height is computed by dividing the NAVD 88
 BG2361.geopotential number by the normal gravity value computed on the
 BG2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2361.degrees latitude (g = 980.6199 gals.).
 BG2361
 BG2361.The modeled gravity was interpolated from observed gravity values.
 BG2361
 BG2361;                    North         East     Units Scale Factor Converg.
 BG2361;SPC FL N     -   147,275.445   442,860.848   MT  0.99995190   -0 49 16.0
 BG2361;SPC FL N     -   483,186.19  1,452,952.63   sFT  0.99995190   -0 49 16.0
 BG2361;UTM  16      - 3,354,392.859   583,257.944   MT  0.99968552   +0 26 13.9
 BG2361
 BG2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2361!SPC FL N     -   1.00000287  x   0.99995190  =   0.99995477
 BG2361!UTM  16      -   1.00000287  x   0.99968552  =   0.99968839
 BG2361
 BG2361|---------------------------------------------------------------------|
 BG2361| PID    Reference Object                     Distance      Geod. Az  |
 BG2361|                                                           dddmmss.s |
 BG2361| BG2384 60 76 A20 RM 1                       10.552 METERS 12934     |
 BG2361| BG2321 60 76 A20 RM 2                        8.859 METERS 26558     |
 BG2361| BG2450 60 76 A20 AZ MK                     457.679 METERS 2923451.8 |
 BG2361|---------------------------------------------------------------------|
 BG2361
 BG2361                          SUPERSEDED SURVEY CONTROL
 BG2361
 BG2361  NAD 83(1986)-  30 19 06.50370(N)    086 08 02.38402(W) AD(       ) 2
 BG2361  NAD 27      -  30 19 05.77674(N)    086 08 02.59619(W) AD(       ) 2
 BG2361  NGVD 29 (07/19/86)    9.39   (m)           30.8    (f) LEVELING    3  
 BG2361
 BG2361.Superseded values are not recommended for survey control.
 BG2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2361.See file dsdata.txt to determine how the superseded data were derived.
 BG2361
 BG2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8325854393(NAD 83)
 BG2361_MARKER: DD = SURVEY DISK
 BG2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2361_STAMPING: 60 76 A20
 BG2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2361+STABILITY: SURFACE MOTION
 BG2361
 BG2361  HISTORY     - Date     Condition        Report By
 BG2361  HISTORY     - 1976     MONUMENTED       FLDT
 BG2361  HISTORY     - 1976     GOOD             FLDT
 BG2361  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2361  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 BG2361
 BG2361                          STATION DESCRIPTION
 BG2361
 BG2361'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2361'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2361'AND ABOUT 16 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON THE
 BG2361'SOUTH SIDE OF STATE ROUTE 30A, NEAR THE WEST EDGE OF
 BG2361'SEAGROVE BEACH.
 BG2361'
 BG2361'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2361'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2361'WESTERLY ON STATE ROUTE 30A FOR 0.3 MILES TO STATION ON THE LEFT.
 BG2361'
 BG2361'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2361'RESOURCES BRASS DISK, STAMPED 60 76 A20, SET IN THE TOP OF A
 BG2361'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2361'11.0 FEET NORTHEAST OF A METAL WITNESS POST, 24.2 FEET SOUTHWEST
 BG2361'OF CENTERLINE OF STATE ROUTE 30A AND 59.0 FEET WEST-SOUTHWEST OF
 BG2361'A POWER POLE.
 BG2361'
 BG2361'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2361'TRANSPORTATION BRASS DISK, STAMPED 60 76 A20 RM NO 1, SET IN THE
 BG2361'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2361'THE GROUND.  IT IS 1.9 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2361'35.7 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 65.0
 BG2361'FEET SOUTHWEST OF A POWER POLE.
 BG2361'
 BG2361'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2361'TRANSPORTATION BRASS DISK, STAMPED 60 76 A20 RM NO 2, SET IN THE
 BG2361'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2361'THE GROUND.  IT IS 1.7 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2361'36.4 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 82.5
 BG2361'FEET WEST OF A POWER POLE.
 BG2361'
 BG2361'TO REACH AZIMUTH MARK, CONTINUE WESTERLY ALONG STATE ROUTE
 BG2361'30A FOR 0.4 MILES TO AZIMUTH MARK ON THE RIGHT.  IT IS A
 BG2361'STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED
 BG2361'60 76 A20 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2361'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.5 FEET SOUTHWEST
 BG2361'OF A METAL WITNESS POST, 4.5 FEET SOUTHWEST OF A POWER POLE AND
 BG2361'28.2 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A.
 BG2361
 BG2361                          STATION RECOVERY (1976)
 BG2361
 BG2361'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2361'0.3 MI NW FROM SEAGROVE BEACH.
 BG2361'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2361'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2361'FOR ABOUT 0.3 MILE AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2361'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 59.0 FEET
 BG2361'WEST-SOUTHWEST OF A POWER POLE, 24.2 FEET SOUTHWEST OF CENTER OF STATE
 BG2361'ROUTE 30A AND 11.0 FEET NORTHEAST OF A METAL WITNESS POST. SECTION 15,
 BG2361'T 3S, R19W.
 BG2361
 BG2361                          STATION RECOVERY (1991)
 BG2361
 BG2361'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2361'MARK NOT FOUND.
 BG2361
 BG2361                          STATION RECOVERY (1997)
 BG2361
 BG2361'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2450 ***********************************************************************
 BG2450  DESIGNATION -  60 76 A20 AZ MK
 BG2450  PID         -  BG2450
 BG2450  STATE/COUNTY-  FL/WALTON
 BG2450  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2450
 BG2450                         *CURRENT SURVEY CONTROL
 BG2450  ___________________________________________________________________
 BG2450* NAD 83(1990)-  30 19 12.19725(N)    086 08 18.19363(W)     ADJUSTED  
 BG2450* NAVD 88     -         5.912  (meters)      19.40   (feet)  ADJUSTED  
 BG2450  ___________________________________________________________________
 BG2450  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BG2450  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG2450  DYNAMIC HT  -           5.904 (meters)      19.37  (feet)  COMP
 BG2450  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 BG2450
 BG2450  HORZ ORDER  -  THIRD
 BG2450  VERT ORDER  -  SECOND    CLASS II
 BG2450
 BG2450.The horizontal coordinates were established by classical geodetic methods
 BG2450.and adjusted by the National Geodetic Survey in May 1991..
 BG2450.No horizontal observational check was made to the station.
 BG2450
 BG2450.The orthometric height was determined by differential leveling
 BG2450.and adjusted by the National Geodetic Survey in June 1991..
 BG2450
 BG2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2450
 BG2450.The geoid height was determined by GEOID03.
 BG2450
 BG2450.The dynamic height is computed by dividing the NAVD 88
 BG2450.geopotential number by the normal gravity value computed on the
 BG2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2450.degrees latitude (g = 980.6199 gals.).
 BG2450
 BG2450.The modeled gravity was interpolated from observed gravity values.
 BG2450
 BG2450;                    North         East     Units Scale Factor Converg.
 BG2450;SPC FL N     -   147,457.218   442,440.839   MT  0.99995197   -0 49 24.0
 BG2450;SPC FL N     -   483,782.56  1,451,574.65   sFT  0.99995197   -0 49 24.0
 BG2450;UTM  16      - 3,354,565.319   582,834.157   MT  0.99968465   +0 26 06.0
 BG2450
 BG2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2450!SPC FL N     -   1.00000339  x   0.99995197  =   0.99995536
 BG2450!UTM  16      -   1.00000339  x   0.99968465  =   0.99968804
 BG2450
 BG2450                          SUPERSEDED SURVEY CONTROL
 BG2450
 BG2450  NAD 83(1986)-  30 19 12.21060(N)    086 08 18.20233(W) AD(       ) 3
 BG2450  NAD 27      -  30 19 11.48376(N)    086 08 18.41404(W) AD(       ) 3
 BG2450  NGVD 29 (07/19/86)    6.08   (m)           19.9    (f) LEVELING    3  
 BG2450
 BG2450.Superseded values are not recommended for survey control.
 BG2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2450.See file dsdata.txt to determine how the superseded data were derived.
 BG2450
 BG2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8283454565(NAD 83)
 BG2450_MARKER: DD = SURVEY DISK
 BG2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2450_STAMPING: 60 76 A20 AZ MK
 BG2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2450+STABILITY: SURFACE MOTION
 BG2450
 BG2450  HISTORY     - Date     Condition        Report By
 BG2450  HISTORY     - 1976     MONUMENTED       FLDT
 BG2450  HISTORY     - 1976     GOOD             FLDT
 BG2450  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2450
 BG2450                          STATION DESCRIPTION
 BG2450
 BG2450'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2450'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2450'STAMPED 60 76 A20 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2450'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.5 FEET SOUTHWEST
 BG2450'OF A METAL WITNESS POST, 4.5 FEET SOUTHWEST OF A POWER POLE AND
 BG2450'28.2 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A.
 BG2450
 BG2450                          STATION RECOVERY (1976)
 BG2450
 BG2450'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2450'0.5 MI NW FROM SEAGROVE BEACH.
 BG2450'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2450'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2450'FOR ABOUT 0.5 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2450'INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BG2450'28.2 FEET NORTHEAST OF CENTER OF STATE ROUTE 30A, 4.5 FEET SOUTHWEST
 BG2450'OF A POWER POLE AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2450'SECTION 15, T3S, R19W.  NOTE-- AZIMUTH MARK IS 0.55 MILE SOUTHEAST OF
 BG2450'R78.  AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF 60 76 A20.
 BG2450
 BG2450                          STATION RECOVERY (1991)
 BG2450
 BG2450'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2384 ***********************************************************************
 BG2384  DESIGNATION -  60 76 A20 RM 1
 BG2384  PID         -  BG2384
 BG2384  STATE/COUNTY-  FL/WALTON
 BG2384  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2384
 BG2384                         *CURRENT SURVEY CONTROL
 BG2384  ___________________________________________________________________
 BG2384* NAD 83(1986)-  30 19 06.     (N)    086 08 02.     (W)     SCALED    
 BG2384* NAVD 88     -         9.562  (meters)      31.37   (feet)  ADJUSTED  
 BG2384  ___________________________________________________________________
 BG2384  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG2384  DYNAMIC HT  -           9.550 (meters)      31.33  (feet)  COMP
 BG2384  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 BG2384
 BG2384  VERT ORDER  -  SECOND    CLASS II
 BG2384
 BG2384.The horizontal coordinates were scaled from a topographic map and have
 BG2384.an estimated accuracy of +/- 6 seconds.
 BG2384
 BG2384.The orthometric height was determined by differential leveling
 BG2384.and adjusted by the National Geodetic Survey in June 1991..
 BG2384
 BG2384.The geoid height was determined by GEOID03.
 BG2384
 BG2384.The dynamic height is computed by dividing the NAVD 88
 BG2384.geopotential number by the normal gravity value computed on the
 BG2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2384.degrees latitude (g = 980.6199 gals.).
 BG2384
 BG2384.The modeled gravity was interpolated from observed gravity values.
 BG2384
 BG2384;                    North         East    Units  Estimated Accuracy
 BG2384;SPC FL N     -   147,260.      442,870.      MT  (+/- 180 meters Scaled)
 BG2384
 BG2384                          SUPERSEDED SURVEY CONTROL
 BG2384
 BG2384.No superseded survey control is available for this station.
 BG2384
 BG2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU832543(NAD 83)
 BG2384_MARKER: DD = SURVEY DISK
 BG2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2384_STAMPING: 60 76 A20 RM NO1
 BG2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2384+STABILITY: SURFACE MOTION
 BG2384
 BG2384  HISTORY     - Date     Condition        Report By
 BG2384  HISTORY     - 1976     MONUMENTED       FLDT
 BG2384  HISTORY     - 1976     GOOD             FLDT
 BG2384  HISTORY     - 19910521 GOOD             USPSQD
 BG2384
 BG2384                          STATION DESCRIPTION
 BG2384
 BG2384'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2384'0.3 MI NW FROM SEAGROVE BEACH.
 BG2384'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2384'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2384'FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2384'INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2384'65.0 FEET SOUTHWEST OF A POWER POLE, 35.7 FEET SOUTHWEST OF CENTER OF
 BG2384'STATE ROUTE 30A AND 1.9 FEET NORTHEAST OF A METAL WITNESS POST.
 BG2384'SECTION 15, T 3S, R19W.
 BG2384
 BG2384                          STATION RECOVERY (1991)
 BG2384
 BG2384'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2321 ***********************************************************************
 BG2321  DESIGNATION -  60 76 A20 RM 2
 BG2321  PID         -  BG2321
 BG2321  STATE/COUNTY-  FL/WALTON
 BG2321  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2321
 BG2321                         *CURRENT SURVEY CONTROL
 BG2321  ___________________________________________________________________
 BG2321* NAD 83(1986)-  30 19 06.     (N)    086 08 02.     (W)     SCALED    
 BG2321* NAVD 88     -         9.356  (meters)      30.70   (feet)  ADJUSTED  
 BG2321  ___________________________________________________________________
 BG2321  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG2321  DYNAMIC HT  -           9.344 (meters)      30.66  (feet)  COMP
 BG2321  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 BG2321
 BG2321  VERT ORDER  -  SECOND    CLASS II
 BG2321
 BG2321.The horizontal coordinates were scaled from a topographic map and have
 BG2321.an estimated accuracy of +/- 6 seconds.
 BG2321
 BG2321.The orthometric height was determined by differential leveling
 BG2321.and adjusted by the National Geodetic Survey in June 1991..
 BG2321
 BG2321.The geoid height was determined by GEOID03.
 BG2321
 BG2321.The dynamic height is computed by dividing the NAVD 88
 BG2321.geopotential number by the normal gravity value computed on the
 BG2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2321.degrees latitude (g = 980.6199 gals.).
 BG2321
 BG2321.The modeled gravity was interpolated from observed gravity values.
 BG2321
 BG2321;                    North         East    Units  Estimated Accuracy
 BG2321;SPC FL N     -   147,260.      442,870.      MT  (+/- 180 meters Scaled)
 BG2321
 BG2321                          SUPERSEDED SURVEY CONTROL
 BG2321
 BG2321.No superseded survey control is available for this station.
 BG2321
 BG2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU832543(NAD 83)
 BG2321_MARKER: DD = SURVEY DISK
 BG2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2321_STAMPING: 60 76 A20 RM NO2
 BG2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2321+STABILITY: SURFACE MOTION
 BG2321
 BG2321  HISTORY     - Date     Condition        Report By
 BG2321  HISTORY     - 1976     MONUMENTED       FLDT
 BG2321  HISTORY     - 1976     GOOD             FLDT
 BG2321  HISTORY     - 19910521 GOOD             USPSQD
 BG2321
 BG2321                          STATION DESCRIPTION
 BG2321
 BG2321'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2321'0.3 MI NW FROM SEAGROVE BEACH.
 BG2321'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2321'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2321'FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2321'INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2321'82.5 FEET WEST OF A POWER POLE, 36.4 FEET SOUTHWEST OF CENTER OF STATE
 BG2321'ROUTE 30A AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST. SECTION 15,
 BG2321'T 3S, R 19W.
 BG2321
 BG2321                          STATION RECOVERY (1991)
 BG2321
 BG2321'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2362 ***********************************************************************
 BG2362  DESIGNATION -  60 76 A21
 BG2362  PID         -  BG2362
 BG2362  STATE/COUNTY-  FL/WALTON
 BG2362  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2362
 BG2362                         *CURRENT SURVEY CONTROL
 BG2362  ___________________________________________________________________
 BG2362* NAD 83(1990)-  30 18 58.81164(N)    086 07 36.37642(W)     ADJUSTED  
 BG2362* NAVD 88     -        10.282  (meters)      33.73   (feet)  ADJUSTED  
 BG2362  ___________________________________________________________________
 BG2362  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BG2362  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG2362  DYNAMIC HT  -          10.268 (meters)      33.69  (feet)  COMP
 BG2362  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BG2362
 BG2362  HORZ ORDER  -  SECOND
 BG2362  VERT ORDER  -  SECOND    CLASS II
 BG2362
 BG2362.The horizontal coordinates were established by classical geodetic methods
 BG2362.and adjusted by the National Geodetic Survey in May 1991..
 BG2362
 BG2362.The orthometric height was determined by differential leveling
 BG2362.and adjusted by the National Geodetic Survey in June 1991..
 BG2362
 BG2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2362
 BG2362.The geoid height was determined by GEOID03.
 BG2362
 BG2362.The dynamic height is computed by dividing the NAVD 88
 BG2362.geopotential number by the normal gravity value computed on the
 BG2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2362.degrees latitude (g = 980.6199 gals.).
 BG2362
 BG2362.The modeled gravity was interpolated from observed gravity values.
 BG2362
 BG2362;                    North         East     Units Scale Factor Converg.
 BG2362;SPC FL N     -   147,029.090   443,551.950   MT  0.99995180   -0 49 03.0
 BG2362;SPC FL N     -   482,377.94  1,455,220.02   sFT  0.99995180   -0 49 03.0
 BG2362;UTM  16      - 3,354,161.802   583,954.104   MT  0.99968695   +0 26 26.9
 BG2362
 BG2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2362!SPC FL N     -   1.00000271  x   0.99995180  =   0.99995451
 BG2362!UTM  16      -   1.00000271  x   0.99968695  =   0.99968966
 BG2362
 BG2362:                Primary Azimuth Mark                     Grid Az
 BG2362:SPC FL N     -  60 76 A22                                103 17 38.7
 BG2362:UTM  16      -  60 76 A22                                102 02 08.8
 BG2362
 BG2362|---------------------------------------------------------------------|
 BG2362| PID    Reference Object                     Distance      Geod. Az  |
 BG2362|                                                           dddmmss.s |
 BG2362| BG2363 60 76 A22                           460.282 METERS 1022835.7 |
 BG2362| BG2385 60 76 A21 RM 1                       11.343 METERS 11532     |
 BG2362| BG2322 60 76 A21 RM 2                       11.481 METERS 26742     |
 BG2362| BG2361 60 76 A20                           APPROX. 0.7 KM 2884807.0 |
 BG2362|---------------------------------------------------------------------|
 BG2362
 BG2362                          SUPERSEDED SURVEY CONTROL
 BG2362
 BG2362  NAD 83(1986)-  30 18 58.82486(N)    086 07 36.38515(W) AD(       ) 2
 BG2362  NAD 27      -  30 18 58.09777(N)    086 07 36.59801(W) AD(       ) 2
 BG2362  NGVD 29 (07/19/86)   10.46   (m)           34.3    (f) LEVELING    3  
 BG2362
 BG2362.Superseded values are not recommended for survey control.
 BG2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2362.See file dsdata.txt to determine how the superseded data were derived.
 BG2362
 BG2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8395454162(NAD 83)
 BG2362_MARKER: DD = SURVEY DISK
 BG2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2362_STAMPING: 60 76 A21
 BG2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2362+STABILITY: SURFACE MOTION
 BG2362
 BG2362  HISTORY     - Date     Condition        Report By
 BG2362  HISTORY     - 1976     MONUMENTED       FLDT
 BG2362  HISTORY     - 1976     GOOD             FLDT
 BG2362  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2362  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 BG2362
 BG2362                          STATION DESCRIPTION
 BG2362
 BG2362'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2362'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2362'BEACH AND ABOUT 15-1/2 MILES WEST-NORTHWEST OF PANAMA CITY
 BG2362'BEACH ON THE SOUTH SIDE OF STATE ROUTE 30A AT SEAGROVE BEACH.
 BG2362'
 BG2362'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2362'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2362'EASTERLY ON STATE ROUTE 30A FOR 0.2 MILE TO STATION ON THE RIGHT.
 BG2362'
 BG2362'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2362'RESOURCES BRASS DISK, STAMPED 60 76 A21, SET IN THE TOP OF A ROUND
 BG2362'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2362'17.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 18.5 FEET
 BG2362'SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A, 26.0 FEET NORTHWEST
 BG2362'OF CENTER OF PRIVATE DRIVE AND 55.2 FEET SOUTH-SOUTHWEST AND
 BG2362'ACROSS HIGHWAY OF SOUTHWEST CORNER OF A BLOCK FENCE.
 BG2362'
 BG2362'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2362'TRANSPORTATION BRASS DISK, STAMPED 60 76 A21 RM NO 1, SET IN THE
 BG2362'TIP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2362'THE GROUND.  IT IS 1.2 FEET WEST OF A 4 INCH X 4 INCH POST,
 BG2362'10.5 FEET SOUTHEAST OF CENTER OF PRIVATE DRIVE, 26.4 FEET
 BG2362'SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 64.0 FEET SOUTHWEST
 BG2362'AND ACROSS HIGHWAY OF SOUTHEAST CORNER OF BLOCK FENCE.
 BG2362'
 BG2362'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2362'TRANSPORTATION BRASS DISK, STAMPED 60 76 A21 RM NO 2, SET IN THE
 BG2362'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2362'THE GROUND.  IT IS 1.6 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2362'29.2 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 66.0
 BG2362'FEET WEST AND ACROSS HIGHWAY OF SOUTHWEST CORNER OF A BLOCK
 BG2362'FENCE.
 BG2362
 BG2362                          STATION RECOVERY (1976)
 BG2362
 BG2362'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2362'0.2 MI SE FROM SEAGROVE BEACH.
 BG2362'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2362'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2362'ABOUT 0.2 MILE AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2362'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 55.2 FEET
 BG2362'SOUTH-SOUTHWEST OF THE WEST CORNER OF A BLOCK FENCE, 26.0 FEET
 BG2362'NORTHWEST OF CENTER OF A CONCRETE DRIVE, 18.5 FEET SOUTHWEST OF CENTER
 BG2362'OF STATE ROUTE 30A AND 17.0 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2362'POST.  SECTION 14, T 3S, R 19W.
 BG2362
 BG2362                          STATION RECOVERY (1991)
 BG2362
 BG2362'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2362'MARK NOT FOUND.
 BG2362
 BG2362                          STATION RECOVERY (1997)
 BG2362
 BG2362'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2385 ***********************************************************************
 BG2385  DESIGNATION -  60 76 A21 RM 1
 BG2385  PID         -  BG2385
 BG2385  STATE/COUNTY-  FL/WALTON
 BG2385  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2385
 BG2385                         *CURRENT SURVEY CONTROL
 BG2385  ___________________________________________________________________
 BG2385* NAD 83(1986)-  30 18 59.     (N)    086 07 36.     (W)     SCALED    
 BG2385* NAVD 88     -        10.521  (meters)      34.52   (feet)  ADJUSTED  
 BG2385  ___________________________________________________________________
 BG2385  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG2385  DYNAMIC HT  -          10.507 (meters)      34.47  (feet)  COMP
 BG2385  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BG2385
 BG2385  VERT ORDER  -  SECOND    CLASS II
 BG2385
 BG2385.The horizontal coordinates were scaled from a topographic map and have
 BG2385.an estimated accuracy of +/- 6 seconds.
 BG2385
 BG2385.The orthometric height was determined by differential leveling
 BG2385.and adjusted by the National Geodetic Survey in June 1991..
 BG2385
 BG2385.The geoid height was determined by GEOID03.
 BG2385
 BG2385.The dynamic height is computed by dividing the NAVD 88
 BG2385.geopotential number by the normal gravity value computed on the
 BG2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2385.degrees latitude (g = 980.6199 gals.).
 BG2385
 BG2385.The modeled gravity was interpolated from observed gravity values.
 BG2385
 BG2385;                    North         East    Units  Estimated Accuracy
 BG2385;SPC FL N     -   147,040.      443,560.      MT  (+/- 180 meters Scaled)
 BG2385
 BG2385                          SUPERSEDED SURVEY CONTROL
 BG2385
 BG2385.No superseded survey control is available for this station.
 BG2385
 BG2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU839541(NAD 83)
 BG2385_MARKER: DD = SURVEY DISK
 BG2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2385_STAMPING: 60 76 A21 RM NO1
 BG2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2385+STABILITY: SURFACE MOTION
 BG2385
 BG2385  HISTORY     - Date     Condition        Report By
 BG2385  HISTORY     - UNK      MONUMENTED       FLDT
 BG2385  HISTORY     - 1976     GOOD             FLDT
 BG2385  HISTORY     - 19910521 GOOD             USPSQD
 BG2385
 BG2385                          STATION DESCRIPTION
 BG2385
 BG2385'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2385'0.2 MI SE FROM SEAGROVE BEACH.
 BG2385'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2385'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2385'ABOUT 0.2 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2385'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2385'64.0 FEET SOUTHWEST OF THE EAST CORNER OF A BLOCK FENCE, 26.4 FEET
 BG2385'SOUTHWEST OF CENTER OF STATE ROUTE 30A, 10.5 FEET SOUTHEAST OF CENTER
 BG2385'OF A CONCRETE DRIVE AND 1.2 FEET WEST OF A WOODEN POST.  SECTION 14, T
 BG2385'3S, R 19W.
 BG2385
 BG2385                          STATION RECOVERY (1991)
 BG2385
 BG2385'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2322 ***********************************************************************
 BG2322  DESIGNATION -  60 76 A21 RM 2
 BG2322  PID         -  BG2322
 BG2322  STATE/COUNTY-  FL/WALTON
 BG2322  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2322
 BG2322                         *CURRENT SURVEY CONTROL
 BG2322  ___________________________________________________________________
 BG2322* NAD 83(1986)-  30 18 59.     (N)    086 07 36.     (W)     SCALED    
 BG2322* NAVD 88     -         9.954  (meters)      32.66   (feet)  ADJUSTED  
 BG2322  ___________________________________________________________________
 BG2322  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG2322  DYNAMIC HT  -           9.941 (meters)      32.61  (feet)  COMP
 BG2322  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BG2322
 BG2322  VERT ORDER  -  SECOND    CLASS II
 BG2322
 BG2322.The horizontal coordinates were scaled from a topographic map and have
 BG2322.an estimated accuracy of +/- 6 seconds.
 BG2322
 BG2322.The orthometric height was determined by differential leveling
 BG2322.and adjusted by the National Geodetic Survey in June 1991..
 BG2322
 BG2322.The geoid height was determined by GEOID03.
 BG2322
 BG2322.The dynamic height is computed by dividing the NAVD 88
 BG2322.geopotential number by the normal gravity value computed on the
 BG2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2322.degrees latitude (g = 980.6199 gals.).
 BG2322
 BG2322.The modeled gravity was interpolated from observed gravity values.
 BG2322
 BG2322;                    North         East    Units  Estimated Accuracy
 BG2322;SPC FL N     -   147,040.      443,560.      MT  (+/- 180 meters Scaled)
 BG2322
 BG2322                          SUPERSEDED SURVEY CONTROL
 BG2322
 BG2322.No superseded survey control is available for this station.
 BG2322
 BG2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU839541(NAD 83)
 BG2322_MARKER: DD = SURVEY DISK
 BG2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2322_STAMPING: 60 76 A21 RM NO2
 BG2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2322+STABILITY: SURFACE MOTION
 BG2322
 BG2322  HISTORY     - Date     Condition        Report By
 BG2322  HISTORY     - 1976     MONUMENTED       FLDT
 BG2322  HISTORY     - 1976     GOOD             FLDT
 BG2322  HISTORY     - 19910521 GOOD             USPSQD
 BG2322
 BG2322                          STATION DESCRIPTION
 BG2322
 BG2322'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2322'0.2 MI SE FROM SEAGROVE BEACH.
 BG2322'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2322'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2322'ABOUT 0.2 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2322'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2322'66.0 FEET WEST OF THE WEST CORNER OF A BLOCK FENCE, 29.2 FEET
 BG2322'SOUTHWEST OF CENTER OF STATE ROUTE 30A AND 1.6 FEET NORTHEAST OF A
 BG2322'METAL WITNESS POST.  SECTION 14, T 3S, R19W.
 BG2322
 BG2322                          STATION RECOVERY (1991)
 BG2322
 BG2322'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2363 ***********************************************************************
 BG2363  DESIGNATION -  60 76 A22
 BG2363  PID         -  BG2363
 BG2363  STATE/COUNTY-  FL/WALTON
 BG2363  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2363
 BG2363                         *CURRENT SURVEY CONTROL
 BG2363  ___________________________________________________________________
 BG2363* NAD 83(1990)-  30 18 55.58213(N)    086 07 19.55494(W)     ADJUSTED  
 BG2363* NAVD 88     -        11.265  (meters)      36.96   (feet)  ADJUSTED  
 BG2363  ___________________________________________________________________
 BG2363  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BG2363  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG2363  DYNAMIC HT  -          11.251 (meters)      36.91  (feet)  COMP
 BG2363  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 BG2363
 BG2363  HORZ ORDER  -  SECOND
 BG2363  VERT ORDER  -  SECOND    CLASS II
 BG2363
 BG2363.The horizontal coordinates were established by classical geodetic methods
 BG2363.and adjusted by the National Geodetic Survey in May 1991..
 BG2363
 BG2363.The orthometric height was determined by differential leveling
 BG2363.and adjusted by the National Geodetic Survey in June 1991..
 BG2363
 BG2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2363
 BG2363.The geoid height was determined by GEOID03.
 BG2363
 BG2363.The dynamic height is computed by dividing the NAVD 88
 BG2363.geopotential number by the normal gravity value computed on the
 BG2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2363.degrees latitude (g = 980.6199 gals.).
 BG2363
 BG2363.The modeled gravity was interpolated from observed gravity values.
 BG2363
 BG2363;                    North         East     Units Scale Factor Converg.
 BG2363;SPC FL N     -   146,923.254   443,999.876   MT  0.99995176   -0 48 54.5
 BG2363;SPC FL N     -   482,030.71  1,456,689.59   sFT  0.99995176   -0 48 54.5
 BG2363;UTM  16      - 3,354,065.852   584,404.127   MT  0.99968789   +0 26 35.4
 BG2363
 BG2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2363!SPC FL N     -   1.00000255  x   0.99995176  =   0.99995431
 BG2363!UTM  16      -   1.00000255  x   0.99968789  =   0.99969044
 BG2363
 BG2363|---------------------------------------------------------------------|
 BG2363| PID    Reference Object                     Distance      Geod. Az  |
 BG2363|                                                           dddmmss.s |
 BG2363| BG2386 60 76 A22 RM 1                        9.693 METERS 09837     |
 BG2363| BG2449 60 76 A22 AZ MK                     399.463 METERS 10854     |
 BG2363| BG2362 60 76 A21                           460.282 METERS 2822844.2 |
 BG2363| BG2323 60 76 A22 RM 2                       10.489 METERS 28957     |
 BG2363|---------------------------------------------------------------------|
 BG2363
 BG2363                          SUPERSEDED SURVEY CONTROL
 BG2363
 BG2363  NAD 83(1986)-  30 18 55.59529(N)    086 07 19.56365(W) AD(       ) 2
 BG2363  NAD 27      -  30 18 54.86822(N)    086 07 19.77692(W) AD(       ) 2
 BG2363  NGVD 29 (07/19/86)   11.44   (m)           37.5    (f) LEVELING    3  
 BG2363
 BG2363.Superseded values are not recommended for survey control.
 BG2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2363.See file dsdata.txt to determine how the superseded data were derived.
 BG2363
 BG2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8440454066(NAD 83)
 BG2363_MARKER: DD = SURVEY DISK
 BG2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2363_STAMPING: 60 76 A22
 BG2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2363+STABILITY: SURFACE MOTION
 BG2363
 BG2363  HISTORY     - Date     Condition        Report By
 BG2363  HISTORY     - 1976     MONUMENTED       FLDT
 BG2363  HISTORY     - 1976     GOOD             FLDT
 BG2363  HISTORY     - 19910521 GOOD             USPSQD
 BG2363  HISTORY     - 19980219 GOOD             USPSQD
 BG2363
 BG2363                          STATION DESCRIPTION
 BG2363
 BG2363'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2363'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2363'BEACH AND ABOUT 15 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON
 BG2363'THE NORTH SIDE OF STATE ROUTE 30A.
 BG2363'
 BG2363'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2363'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2363'EASTERLY ON STATE ROUTE 30A FOR 0.5 MILE TO STATION ON THE
 BG2363'LEFT, OUTSIDE OF A SLIGHT CURVE.
 BG2363'
 BG2363'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF NATURAL
 BG2363'RESOURCES BRASS DISK, STAMPED 60 76 A22, SET IN THE TOP OF A
 BG2363'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 BG2363'IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, 32.0 FEET NORTHEAST
 BG2363'OF CENTERLINE OF STATE ROUTE 30A AND 61.6 FEET WEST OF SOUTHWEST
 BG2363'CORNER OF FRONT PORCH OF A BLOCK HOUSE.
 BG2363'
 BG2363'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A22 RM NO 1, SET IN
 BG2363'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2363'BELOW THE GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS
 BG2363'POST, 36.6 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2363'36.7 FEET WEST OF SOUTHWEST OF FRONT PORCH OF A BLOCK HOUSE.
 BG2363'
 BG2363'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A22 RM NO 2, SET IN
 BG2363'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2363'WITH THE GROUND.  IT IS 2.1 FEET SOUTHWEST OF A METAL WITNESS
 BG2363'POST, 34.0 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2363'97.9 FEET SOUTHEAST OF POWER POLE.
 BG2363'
 BG2363'TO REACH AZIMUTH MARK CONTINUE EASTERLY ON STATE ROUTE 30A FOR
 BG2363'0.4 MILE TO AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD FLORIDA
 BG2363'DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED 60 76 A22 AZ
 BG2363'MK, SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT
 BG2363'IS 2 INCHES BELOW THE GROUND.  IT IS 5.3 FEET SOUTHWEST OF A
 BG2363'METAL WITNESS POST, 8.7 FEET SOUTHWEST OF A POWER POLE AND 28.8
 BG2363'FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A.
 BG2363
 BG2363                          STATION RECOVERY (1976)
 BG2363
 BG2363'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2363'0.5 MI SE FROM SEAGROVE BEACH.
 BG2363'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2363'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2363'ABOUT 0.5 MILE AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2363'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 61.6 FEET WEST OF THE
 BG2363'WEST CORNER OF A HOUSE PORCH, 32.0 FEET NORTHEAST OF CENTER OF STATE
 BG2363'ROUTE 30A AND 1.8 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 14,
 BG2363'T 3S, R 19W.
 BG2363
 BG2363                          STATION RECOVERY (1991)
 BG2363
 BG2363'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2363'RECOVERED IN GOOD CONDITION.
 BG2363
 BG2363                          STATION RECOVERY (1998)
 BG2363
 BG2363'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2449 ***********************************************************************
 BG2449  DESIGNATION -  60 76 A22 AZ MK
 BG2449  PID         -  BG2449
 BG2449  STATE/COUNTY-  FL/WALTON
 BG2449  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2449
 BG2449                         *CURRENT SURVEY CONTROL
 BG2449  ___________________________________________________________________
 BG2449* NAD 83(1990)-  30 18 51.37992(N)    086 07 05.40937(W)     ADJUSTED  
 BG2449* NAVD 88     -         8.772  (meters)      28.78   (feet)  ADJUSTED  
 BG2449  ___________________________________________________________________
 BG2449  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BG2449  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG2449  DYNAMIC HT  -           8.761 (meters)      28.74  (feet)  COMP
 BG2449  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 BG2449
 BG2449  HORZ ORDER  -  THIRD
 BG2449  VERT ORDER  -  SECOND    CLASS II
 BG2449
 BG2449.The horizontal coordinates were established by classical geodetic methods
 BG2449.and adjusted by the National Geodetic Survey in May 1991..
 BG2449.No horizontal observational check was made to the station.
 BG2449
 BG2449.The orthometric height was determined by differential leveling
 BG2449.and adjusted by the National Geodetic Survey in June 1991..
 BG2449
 BG2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2449
 BG2449.The geoid height was determined by GEOID03.
 BG2449
 BG2449.The dynamic height is computed by dividing the NAVD 88
 BG2449.geopotential number by the normal gravity value computed on the
 BG2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2449.degrees latitude (g = 980.6199 gals.).
 BG2449
 BG2449.The modeled gravity was interpolated from observed gravity values.
 BG2449
 BG2449;                    North         East     Units Scale Factor Converg.
 BG2449;SPC FL N     -   146,788.501   444,375.905   MT  0.99995171   -0 48 47.4
 BG2449;SPC FL N     -   481,588.61  1,457,923.28   sFT  0.99995171   -0 48 47.4
 BG2449;UTM  16      - 3,353,939.423   584,782.925   MT  0.99968868   +0 26 42.4
 BG2449
 BG2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2449!SPC FL N     -   1.00000295  x   0.99995171  =   0.99995466
 BG2449!UTM  16      -   1.00000295  x   0.99968868  =   0.99969163
 BG2449
 BG2449                          SUPERSEDED SURVEY CONTROL
 BG2449
 BG2449  NAD 83(1986)-  30 18 51.39305(N)    086 07 05.41809(W) AD(       ) 3
 BG2449  NAD 27      -  30 18 50.66598(N)    086 07 05.63174(W) AD(       ) 3
 BG2449  NGVD 29 (07/19/86)    8.95   (m)           29.4    (f) LEVELING    3  
 BG2449
 BG2449.Superseded values are not recommended for survey control.
 BG2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2449.See file dsdata.txt to determine how the superseded data were derived.
 BG2449
 BG2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8478353939(NAD 83)
 BG2449_MARKER: DD = SURVEY DISK
 BG2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2449_STAMPING: 60 76 A22 AZ MK
 BG2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2449+STABILITY: SURFACE MOTION
 BG2449
 BG2449  HISTORY     - Date     Condition        Report By
 BG2449  HISTORY     - 1976     MONUMENTED       FLDT
 BG2449  HISTORY     - 1976     GOOD             FLDT
 BG2449
 BG2449                          STATION DESCRIPTION
 BG2449
 BG2449'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2449'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2449'STAMPED 60 76 A22 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2449'MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 5.3 FEET
 BG2449'SOUTHWEST OF A METAL WITNESS POST, 8.7 FEET SOUTHWEST OF A
 BG2449'POWER POLE AND 28.8 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE
 BG2449'30A.
 BG2449
 BG2449                          STATION RECOVERY (1976)
 BG2449
 BG2449'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2449'0.75 MI SE FROM SEAGROVE BEACH.
 BG2449'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2449'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2449'ABOUT 0.75 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BG2449'X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 28.8
 BG2449'FEET NORTHEAST OF CENTER OF STATE ROUTE 30A, 8.7 FEET SOUTHWEST OF A
 BG2449'POWER POLE AND 5.3 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 23,
 BG2449'T 3S, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2386 ***********************************************************************
 BG2386  DESIGNATION -  60 76 A22 RM 1
 BG2386  PID         -  BG2386
 BG2386  STATE/COUNTY-  FL/WALTON
 BG2386  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2386
 BG2386                         *CURRENT SURVEY CONTROL
 BG2386  ___________________________________________________________________
 BG2386* NAD 83(1986)-  30 18 55.     (N)    086 07 19.     (W)     SCALED    
 BG2386* NAVD 88     -        11.794  (meters)      38.69   (feet)  ADJUSTED  
 BG2386  ___________________________________________________________________
 BG2386  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG2386  DYNAMIC HT  -          11.778 (meters)      38.64  (feet)  COMP
 BG2386  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 BG2386
 BG2386  VERT ORDER  -  SECOND    CLASS II
 BG2386
 BG2386.The horizontal coordinates were scaled from a topographic map and have
 BG2386.an estimated accuracy of +/- 6 seconds.
 BG2386
 BG2386.The orthometric height was determined by differential leveling
 BG2386.and adjusted by the National Geodetic Survey in June 1991..
 BG2386
 BG2386.The geoid height was determined by GEOID03.
 BG2386
 BG2386.The dynamic height is computed by dividing the NAVD 88
 BG2386.geopotential number by the normal gravity value computed on the
 BG2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2386.degrees latitude (g = 980.6199 gals.).
 BG2386
 BG2386.The modeled gravity was interpolated from observed gravity values.
 BG2386
 BG2386;                    North         East    Units  Estimated Accuracy
 BG2386;SPC FL N     -   146,910.      444,010.      MT  (+/- 180 meters Scaled)
 BG2386
 BG2386                          SUPERSEDED SURVEY CONTROL
 BG2386
 BG2386.No superseded survey control is available for this station.
 BG2386
 BG2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU844540(NAD 83)
 BG2386_MARKER: DD = SURVEY DISK
 BG2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2386_STAMPING: 60 76 A22 RM NO1
 BG2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2386+STABILITY: SURFACE MOTION
 BG2386
 BG2386  HISTORY     - Date     Condition        Report By
 BG2386  HISTORY     - 1976     MONUMENTED       FLDT
 BG2386  HISTORY     - 1976     GOOD             FLDT
 BG2386  HISTORY     - 19910521 GOOD             USPSQD
 BG2386
 BG2386                          STATION DESCRIPTION
 BG2386
 BG2386'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2386'0.5 MI SE FROM SEAGROVE BEACH.
 BG2386'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2386'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2386'ABOUT 0.5 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2386'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2386'36.7 FEET WEST OF THE WEST CORNER OF A HOUSE PORCH, 36.6 FEET
 BG2386'NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.5 FEET SOUTHWEST OF A
 BG2386'METAL WITNESS POST.  SECTION 14, T 3S, R19W.
 BG2386
 BG2386                          STATION RECOVERY (1991)
 BG2386
 BG2386'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2323 ***********************************************************************
 BG2323  DESIGNATION -  60 76 A22 RM 2
 BG2323  PID         -  BG2323
 BG2323  STATE/COUNTY-  FL/WALTON
 BG2323  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2323
 BG2323                         *CURRENT SURVEY CONTROL
 BG2323  ___________________________________________________________________
 BG2323* NAD 83(1986)-  30 18 55.     (N)    086 07 19.     (W)     SCALED    
 BG2323* NAVD 88     -        11.187  (meters)      36.70   (feet)  ADJUSTED  
 BG2323  ___________________________________________________________________
 BG2323  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG2323  DYNAMIC HT  -          11.172 (meters)      36.65  (feet)  COMP
 BG2323  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 BG2323
 BG2323  VERT ORDER  -  SECOND    CLASS II
 BG2323
 BG2323.The horizontal coordinates were scaled from a topographic map and have
 BG2323.an estimated accuracy of +/- 6 seconds.
 BG2323
 BG2323.The orthometric height was determined by differential leveling
 BG2323.and adjusted by the National Geodetic Survey in June 1991..
 BG2323
 BG2323.The geoid height was determined by GEOID03.
 BG2323
 BG2323.The dynamic height is computed by dividing the NAVD 88
 BG2323.geopotential number by the normal gravity value computed on the
 BG2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2323.degrees latitude (g = 980.6199 gals.).
 BG2323
 BG2323.The modeled gravity was interpolated from observed gravity values.
 BG2323
 BG2323;                    North         East    Units  Estimated Accuracy
 BG2323;SPC FL N     -   146,910.      444,010.      MT  (+/- 180 meters Scaled)
 BG2323
 BG2323                          SUPERSEDED SURVEY CONTROL
 BG2323
 BG2323.No superseded survey control is available for this station.
 BG2323
 BG2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU844540(NAD 83)
 BG2323_MARKER: DD = SURVEY DISK
 BG2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2323_STAMPING: 60 76 A22 RM NO2
 BG2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2323+STABILITY: SURFACE MOTION
 BG2323
 BG2323  HISTORY     - Date     Condition        Report By
 BG2323  HISTORY     - 1976     MONUMENTED       FLDT
 BG2323  HISTORY     - 1976     GOOD             FLDT
 BG2323  HISTORY     - 19910521 GOOD             USPSQD
 BG2323
 BG2323                          STATION DESCRIPTION
 BG2323
 BG2323'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2323'0.5 MI SE FROM SEAGROVE BEACH.
 BG2323'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2323'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2323'ABOUT 0.5 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2323'INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BG2323'97.9 FEET SOUTHEAST OF A POWER POLE, 34.0 FEET NORTHEAST OF CENTER OF
 BG2323'STATE ROUTE 30A AND 2.1 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2323'SECTION 14, T 3S, R19W.
 BG2323
 BG2323                          STATION RECOVERY (1991)
 BG2323
 BG2323'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2364 ***********************************************************************
 BG2364  DESIGNATION -  60 76 A23
 BG2364  PID         -  BG2364
 BG2364  STATE/COUNTY-  FL/WALTON
 BG2364  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2364
 BG2364                         *CURRENT SURVEY CONTROL
 BG2364  ___________________________________________________________________
 BG2364* NAD 83(1990)-  30 18 40.70851(N)    086 06 31.22610(W)     ADJUSTED  
 BG2364* NAVD 88     -         8.940  (meters)      29.33   (feet)  ADJUSTED  
 BG2364  ___________________________________________________________________
 BG2364  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BG2364  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG2364  DYNAMIC HT  -           8.929 (meters)      29.29  (feet)  COMP
 BG2364  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 BG2364
 BG2364  HORZ ORDER  -  SECOND
 BG2364  VERT ORDER  -  SECOND    CLASS II
 BG2364
 BG2364.The horizontal coordinates were established by classical geodetic methods
 BG2364.and adjusted by the National Geodetic Survey in May 1991..
 BG2364
 BG2364.The orthometric height was determined by differential leveling
 BG2364.and adjusted by the National Geodetic Survey in June 1991..
 BG2364
 BG2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2364
 BG2364.The geoid height was determined by GEOID03.
 BG2364
 BG2364.The dynamic height is computed by dividing the NAVD 88
 BG2364.geopotential number by the normal gravity value computed on the
 BG2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2364.degrees latitude (g = 980.6199 gals.).
 BG2364
 BG2364.The modeled gravity was interpolated from observed gravity values.
 BG2364
 BG2364;                    North         East     Units Scale Factor Converg.
 BG2364;SPC FL N     -   146,447.014   445,284.404   MT  0.99995158   -0 48 30.2
 BG2364;SPC FL N     -   480,468.25  1,460,903.92   sFT  0.99995158   -0 48 30.2
 BG2364;UTM  16      - 3,353,618.052   585,698.463   MT  0.99969060   +0 26 59.6
 BG2364
 BG2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2364!SPC FL N     -   1.00000292  x   0.99995158  =   0.99995450
 BG2364!UTM  16      -   1.00000292  x   0.99969060  =   0.99969352
 BG2364
 BG2364|---------------------------------------------------------------------|
 BG2364| PID    Reference Object                     Distance      Geod. Az  |
 BG2364|                                                           dddmmss.s |
 BG2364| BG2387 60 76 A23 RM 1                        9.800 METERS 12141     |
 BG2364| BG2324 60 76 A23 RM 2                       15.999 METERS 27549     |
 BG2364| BG2363 60 76 A22                           APPROX. 1.4 KM 2893202.1 |
 BG2364|---------------------------------------------------------------------|
 BG2364
 BG2364                          SUPERSEDED SURVEY CONTROL
 BG2364
 BG2364  NAD 83(1986)-  30 18 40.72154(N)    086 06 31.23484(W) AD(       ) 2
 BG2364  NAD 27      -  30 18 39.99453(N)    086 06 31.44932(W) AD(       ) 2
 BG2364  NGVD 29 (07/19/86)    9.12   (m)           29.9    (f) LEVELING    3  
 BG2364
 BG2364.Superseded values are not recommended for survey control.
 BG2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2364.See file dsdata.txt to determine how the superseded data were derived.
 BG2364
 BG2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8569853618(NAD 83)
 BG2364_MARKER: DD = SURVEY DISK
 BG2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2364_STAMPING: 60 76 A23
 BG2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2364+STABILITY: SURFACE MOTION
 BG2364
 BG2364  HISTORY     - Date     Condition        Report By
 BG2364  HISTORY     - 1976     MONUMENTED       FLDT
 BG2364  HISTORY     - 1976     GOOD             FLDT
 BG2364  HISTORY     - 19910521 GOOD             USPSQD
 BG2364  HISTORY     - 19980219 GOOD             USPSQD
 BG2364
 BG2364                          STATION DESCRIPTION
 BG2364
 BG2364'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2364'STATION IS LOCATED ABOUT 8-1/2 MILES EAST-SOUTHEAST OF SANTA
 BG2364'ROSA BEACH AND ABOUT 14 MILES WEST-NORTHWEST OF PANAMA CITY
 BG2364'BEACH ON THE SOUTH SIDE OF STATE ROUTE 30A.
 BG2364'
 BG2364'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2364'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2364'EASTERLY ON STATE ROUTE 30A FOR 1.35 MILES TO STATION ON THE RIGHT.
 BG2364'
 BG2364'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF NATURAL
 BG2364'RESOURCES BRASS DISK, STAMPED 60 76 A23, SET IN THE TOP OF A ROUND
 BG2364'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS 6.5
 BG2364'FEET NORTHEAST OF A METAL WITNESS POST, 12.4 FEET EAST OF POWER
 BG2364'POLE, 19.4 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2364'26.8 FEET SOUTHEAST OF CENTER OF CLAY TOP ROAD.
 BG2364'
 BG2364'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A23 RM NO 1, SET IN
 BG2364'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2364'BELOW THE GROUND.  IT IS 1.6 FEET NORTHEAST OF A METAL WITNESS
 BG2364'POST, 26.8 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2364'ABOUT 61.0 FEET SOUTHEAST OF CENTER OF CLAY TOP ROAD.
 BG2364'
 BG2364'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A23 RM NO 2, SET IN THE
 BG2364'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2364'THE GROUND.  IT IS 1.9 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2364'27.4 FEET WEST-NORTHWEST OF A CLAY TOP ROAD AND 32.2 FEET
 BG2364'SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A.
 BG2364
 BG2364                          STATION RECOVERY (1976)
 BG2364
 BG2364'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2364'1.35 MI SE FROM SEAGROVE BEACH.
 BG2364'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2364'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2364'ABOUT 1.35 MILES AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2364'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 26.8 FEET SOUTHEAST OF
 BG2364'CENTER OF A DIRT ROAD, 19.4 FEET SOUTHWEST OF CENTER OF STATE ROUTE
 BG2364'30A, 12.4 FEET EAST OF A POWER POLE AND 6.5 FEET NORTHEAST OF A METAL
 BG2364'WITNESS POST.  SECTION 24, T 3S, R 19W.
 BG2364
 BG2364                          STATION RECOVERY (1991)
 BG2364
 BG2364'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2364'RECOVERED IN GOOD CONDITION.
 BG2364
 BG2364                          STATION RECOVERY (1998)
 BG2364
 BG2364'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2387 ***********************************************************************
 BG2387  DESIGNATION -  60 76 A23 RM 1
 BG2387  PID         -  BG2387
 BG2387  STATE/COUNTY-  FL/WALTON
 BG2387  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2387
 BG2387                         *CURRENT SURVEY CONTROL
 BG2387  ___________________________________________________________________
 BG2387* NAD 83(1986)-  30 18 40.     (N)    086 06 31.     (W)     SCALED    
 BG2387* NAVD 88     -         8.649  (meters)      28.38   (feet)  ADJUSTED  
 BG2387  ___________________________________________________________________
 BG2387  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG2387  DYNAMIC HT  -           8.638 (meters)      28.34  (feet)  COMP
 BG2387  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 BG2387
 BG2387  VERT ORDER  -  SECOND    CLASS II
 BG2387
 BG2387.The horizontal coordinates were scaled from a topographic map and have
 BG2387.an estimated accuracy of +/- 6 seconds.
 BG2387
 BG2387.The orthometric height was determined by differential leveling
 BG2387.and adjusted by the National Geodetic Survey in June 1991..
 BG2387
 BG2387.The geoid height was determined by GEOID03.
 BG2387
 BG2387.The dynamic height is computed by dividing the NAVD 88
 BG2387.geopotential number by the normal gravity value computed on the
 BG2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2387.degrees latitude (g = 980.6199 gals.).
 BG2387
 BG2387.The modeled gravity was interpolated from observed gravity values.
 BG2387
 BG2387;                    North         East    Units  Estimated Accuracy
 BG2387;SPC FL N     -   146,430.      445,290.      MT  (+/- 180 meters Scaled)
 BG2387
 BG2387                          SUPERSEDED SURVEY CONTROL
 BG2387
 BG2387.No superseded survey control is available for this station.
 BG2387
 BG2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU857535(NAD 83)
 BG2387_MARKER: DD = SURVEY DISK
 BG2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2387_STAMPING: 60 76 A23 RM NO1
 BG2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2387+STABILITY: SURFACE MOTION
 BG2387
 BG2387  HISTORY     - Date     Condition        Report By
 BG2387  HISTORY     - 1976     MONUMENTED       FLDT
 BG2387  HISTORY     - 1976     GOOD             FLDT
 BG2387  HISTORY     - 19910521 GOOD             USPSQD
 BG2387
 BG2387                          STATION DESCRIPTION
 BG2387
 BG2387'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2387'1.35 MI SE FROM SEAGROVE BEACH.
 BG2387'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2387'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2387'ABOUT 1.35 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2387'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2387'61.0 FEET SOUTHEAST OF CENTER OF A DIRT ROAD, 26.8 FEET SOUTHWEST OF
 BG2387'CENTER OF STATE ROUTE 30A AND 1.6 FEET NORTHEAST OF A METAL WITNESS
 BG2387'POST.  SECTION 24, T 3S, R 19W.
 BG2387
 BG2387                          STATION RECOVERY (1991)
 BG2387
 BG2387'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2324 ***********************************************************************
 BG2324  DESIGNATION -  60 76 A23 RM 2
 BG2324  PID         -  BG2324
 BG2324  STATE/COUNTY-  FL/WALTON
 BG2324  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2324
 BG2324                         *CURRENT SURVEY CONTROL
 BG2324  ___________________________________________________________________
 BG2324* NAD 83(1986)-  30 18 40.     (N)    086 06 31.     (W)     SCALED    
 BG2324* NAVD 88     -         8.817  (meters)      28.93   (feet)  ADJUSTED  
 BG2324  ___________________________________________________________________
 BG2324  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG2324  DYNAMIC HT  -           8.805 (meters)      28.89  (feet)  COMP
 BG2324  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 BG2324
 BG2324  VERT ORDER  -  SECOND    CLASS II
 BG2324
 BG2324.The horizontal coordinates were scaled from a topographic map and have
 BG2324.an estimated accuracy of +/- 6 seconds.
 BG2324
 BG2324.The orthometric height was determined by differential leveling
 BG2324.and adjusted by the National Geodetic Survey in June 1991..
 BG2324
 BG2324.The geoid height was determined by GEOID03.
 BG2324
 BG2324.The dynamic height is computed by dividing the NAVD 88
 BG2324.geopotential number by the normal gravity value computed on the
 BG2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2324.degrees latitude (g = 980.6199 gals.).
 BG2324
 BG2324.The modeled gravity was interpolated from observed gravity values.
 BG2324
 BG2324;                    North         East    Units  Estimated Accuracy
 BG2324;SPC FL N     -   146,430.      445,290.      MT  (+/- 180 meters Scaled)
 BG2324
 BG2324                          SUPERSEDED SURVEY CONTROL
 BG2324
 BG2324.No superseded survey control is available for this station.
 BG2324
 BG2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU857535(NAD 83)
 BG2324_MARKER: DD = SURVEY DISK
 BG2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2324_STAMPING: 60 76 A23 RM NO2
 BG2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2324+STABILITY: SURFACE MOTION
 BG2324
 BG2324  HISTORY     - Date     Condition        Report By
 BG2324  HISTORY     - 1976     MONUMENTED       FLDT
 BG2324  HISTORY     - 1976     GOOD             FLDT
 BG2324  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2324
 BG2324                          STATION DESCRIPTION
 BG2324
 BG2324'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2324'1.35 MI SE FROM SEAGROVE BEACH.
 BG2324'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2324'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2324'ABOUT 1.35 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2324'INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2324'32.2 FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A, 27.4 FEET
 BG2324'WEST-NORTHWEST OF CENTER OF A DIRT ROAD AND 1.9 FEET NORTHEAST OF A
 BG2324'METAL WITNESS POST.  SECTION 24, T 3S, R 19W.
 BG2324
 BG2324                          STATION RECOVERY (1991)
 BG2324
 BG2324'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2365 ***********************************************************************
 BG2365  DESIGNATION -  60 76 A24
 BG2365  PID         -  BG2365
 BG2365  STATE/COUNTY-  FL/WALTON
 BG2365  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2365
 BG2365                         *CURRENT SURVEY CONTROL
 BG2365  ___________________________________________________________________
 BG2365* NAD 83(1990)-  30 18 33.82003(N)    086 06 06.45699(W)     ADJUSTED  
 BG2365* NAVD 88     -         8.194  (meters)      26.88   (feet)  ADJUSTED  
 BG2365  ___________________________________________________________________
 BG2365  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BG2365  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2365  DYNAMIC HT  -           8.183 (meters)      26.85  (feet)  COMP
 BG2365  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 BG2365
 BG2365  HORZ ORDER  -  SECOND
 BG2365  VERT ORDER  -  SECOND    CLASS II
 BG2365
 BG2365.The horizontal coordinates were established by classical geodetic methods
 BG2365.and adjusted by the National Geodetic Survey in May 1991..
 BG2365
 BG2365.The orthometric height was determined by differential leveling
 BG2365.and adjusted by the National Geodetic Survey in June 1991..
 BG2365
 BG2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2365
 BG2365.The geoid height was determined by GEOID03.
 BG2365
 BG2365.The dynamic height is computed by dividing the NAVD 88
 BG2365.geopotential number by the normal gravity value computed on the
 BG2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2365.degrees latitude (g = 980.6199 gals.).
 BG2365
 BG2365.The modeled gravity was interpolated from observed gravity values.
 BG2365
 BG2365;                    North         East     Units Scale Factor Converg.
 BG2365;SPC FL N     -   146,225.606   445,943.100   MT  0.99995150   -0 48 17.8
 BG2365;SPC FL N     -   479,741.84  1,463,064.99   sFT  0.99995150   -0 48 17.8
 BG2365;UTM  16      - 3,353,411.216   586,361.690   MT  0.99969201   +0 27 12.0
 BG2365
 BG2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2365!SPC FL N     -   1.00000304  x   0.99995150  =   0.99995454
 BG2365!UTM  16      -   1.00000304  x   0.99969201  =   0.99969505
 BG2365
 BG2365|---------------------------------------------------------------------|
 BG2365| PID    Reference Object                     Distance      Geod. Az  |
 BG2365|                                                           dddmmss.s |
 BG2365| BG2388 60 76 A24 RM 1                       12.164 METERS 10150     |
 BG2365| BG2364 60 76 A23                           APPROX. 0.7 KM 2874626.8 |
 BG2365| BG2325 60 76 A24 RM 2                       24.277 METERS 29546     |
 BG2365|---------------------------------------------------------------------|
 BG2365
 BG2365                          SUPERSEDED SURVEY CONTROL
 BG2365
 BG2365  NAD 83(1986)-  30 18 33.83299(N)    086 06 06.46572(W) AD(       ) 2
 BG2365  NAD 27      -  30 18 33.10607(N)    086 06 06.68078(W) AD(       ) 2
 BG2365  NGVD 29 (07/19/86)    8.37   (m)           27.5    (f) LEVELING    3  
 BG2365
 BG2365.Superseded values are not recommended for survey control.
 BG2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2365.See file dsdata.txt to determine how the superseded data were derived.
 BG2365
 BG2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8636253411(NAD 83)
 BG2365_MARKER: DD = SURVEY DISK
 BG2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2365_STAMPING: 60 76 A24
 BG2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2365+STABILITY: SURFACE MOTION
 BG2365
 BG2365  HISTORY     - Date     Condition        Report By
 BG2365  HISTORY     - 1976     MONUMENTED       FLDT
 BG2365  HISTORY     - 1976     GOOD             FLDT
 BG2365  HISTORY     - 19910521 GOOD             USPSQD
 BG2365  HISTORY     - 19980219 GOOD             USPSQD
 BG2365
 BG2365                          STATION DESCRIPTION
 BG2365
 BG2365'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2365'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2365'AND ABOUT 14 MILES NORTHWEST OF PANAMA CITY BEACH ON THE NORTH
 BG2365'SIDE OF A PAVED ROAD.
 BG2365'
 BG2365'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2365'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2365'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO A Y INTERSECTION,
 BG2365'TAKE RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.15 MILE TO
 BG2365'STATION ON THE LEFT.
 BG2365'
 BG2365'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2365'RESOURCES BRASS DISK, STAMPED 60 76 A24, SET IN THE TOP OF A
 BG2365'ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS
 BG2365'4.1 FEET SOUTHWEST OF A METAL WITNESS POST, 4.0 FEET SOUTHWEST
 BG2365'OF BRUSH LINE AND 26.4 FEET NORTHEAST OF CENTER OF PAVED ROAD.
 BG2365'
 BG2365'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2365'TRANSPORTATION BRASS DISK, STAMPED 60 76 A24 RM NO 1, SET IN THE
 BG2365'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2365'BELOW THE GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS
 BG2365'POST, 31.3 FEET NORTHEAST OF CENTER OF PAVED ROAD AND 191.3
 BG2365'FEET NORTHWEST OF A POWER POLE.
 BG2365'
 BG2365'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2365'TRANSPORTATION BRASS DISK, STAMPED 60 76 A24 RM NO 2, SET IN
 BG2365'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2365'BELOW THE GROUND.  IT IS 0.7 FOOT SOUTHWEST OF A METAL WITNESS
 BG2365'POST, 31.0 FEET NORTHEAST OF CENTER OF PAVED ROAD AND 122.6
 BG2365'FEET SOUTHEAST OF POWER POLE.
 BG2365
 BG2365                          STATION RECOVERY (1976)
 BG2365
 BG2365'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2365'1.75 MI SE FROM SEAGROVE BEACH.
 BG2365'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2365'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2365'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2365'ROAD RIGHT FOR ABOUT 0.15 MILE AND STATION.  WHICH IS SET IN THE TOP
 BG2365'OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 26.4 FEET
 BG2365'NORTHEAST OF CENTER OF THE PAVED ROAD, 4.1 FEET SOUTHWEST OF A METAL
 BG2365'WITNESS POST AND 4.0 FEET SOUTHWEST OF THE WOODS LINE.  SECTION 24, T
 BG2365'3S, R 19W.
 BG2365
 BG2365                          STATION RECOVERY (1991)
 BG2365
 BG2365'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2365'RECOVERED IN GOOD CONDITION.
 BG2365
 BG2365                          STATION RECOVERY (1998)
 BG2365
 BG2365'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2388 ***********************************************************************
 BG2388  DESIGNATION -  60 76 A24 RM 1
 BG2388  PID         -  BG2388
 BG2388  STATE/COUNTY-  FL/WALTON
 BG2388  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2388
 BG2388                         *CURRENT SURVEY CONTROL
 BG2388  ___________________________________________________________________
 BG2388* NAD 83(1986)-  30 18 34.     (N)    086 06 06.     (W)     SCALED    
 BG2388* NAVD 88     -         8.294  (meters)      27.21   (feet)  ADJUSTED  
 BG2388  ___________________________________________________________________
 BG2388  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2388  DYNAMIC HT  -           8.283 (meters)      27.18  (feet)  COMP
 BG2388  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 BG2388
 BG2388  VERT ORDER  -  SECOND    CLASS II
 BG2388
 BG2388.The horizontal coordinates were scaled from a topographic map and have
 BG2388.an estimated accuracy of +/- 6 seconds.
 BG2388
 BG2388.The orthometric height was determined by differential leveling
 BG2388.and adjusted by the National Geodetic Survey in June 1991..
 BG2388
 BG2388.The geoid height was determined by GEOID03.
 BG2388
 BG2388.The dynamic height is computed by dividing the NAVD 88
 BG2388.geopotential number by the normal gravity value computed on the
 BG2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2388.degrees latitude (g = 980.6199 gals.).
 BG2388
 BG2388.The modeled gravity was interpolated from observed gravity values.
 BG2388
 BG2388;                    North         East    Units  Estimated Accuracy
 BG2388;SPC FL N     -   146,230.      445,960.      MT  (+/- 180 meters Scaled)
 BG2388
 BG2388                          SUPERSEDED SURVEY CONTROL
 BG2388
 BG2388.No superseded survey control is available for this station.
 BG2388
 BG2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU863534(NAD 83)
 BG2388_MARKER: DD = SURVEY DISK
 BG2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2388_STAMPING: 60 76 A24 RM NO1
 BG2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2388+STABILITY: SURFACE MOTION
 BG2388
 BG2388  HISTORY     - Date     Condition        Report By
 BG2388  HISTORY     - 1976     MONUMENTED       FLDT
 BG2388  HISTORY     - 1976     GOOD             FLDT
 BG2388  HISTORY     - 19910521 GOOD             USPSQD
 BG2388
 BG2388                          STATION DESCRIPTION
 BG2388
 BG2388'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2388'1.75 MI SE FROM SEAGROVE BEACH.
 BG2388'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2388'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2388'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2388'ROAD RIGHT FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BG2388'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2388'GROUND.  IT IS 191.3 FEET NORTHWEST OF A POWER POLE, 31.3 FEET
 BG2388'NORTHEAST OF CENTER OF THE PAVED ROAD AND 1.1 FEET SOUTHWEST OF A
 BG2388'METAL WITNESS POST.  SECTION 24, T 3S, R 19W.
 BG2388
 BG2388                          STATION RECOVERY (1991)
 BG2388
 BG2388'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2325 ***********************************************************************
 BG2325  DESIGNATION -  60 76 A24 RM 2
 BG2325  PID         -  BG2325
 BG2325  STATE/COUNTY-  FL/WALTON
 BG2325  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2325
 BG2325                         *CURRENT SURVEY CONTROL
 BG2325  ___________________________________________________________________
 BG2325* NAD 83(1986)-  30 18 34.     (N)    086 06 06.     (W)     SCALED    
 BG2325* NAVD 88     -         8.175  (meters)      26.82   (feet)  ADJUSTED  
 BG2325  ___________________________________________________________________
 BG2325  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2325  DYNAMIC HT  -           8.164 (meters)      26.78  (feet)  COMP
 BG2325  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 BG2325
 BG2325  VERT ORDER  -  SECOND    CLASS II
 BG2325
 BG2325.The horizontal coordinates were scaled from a topographic map and have
 BG2325.an estimated accuracy of +/- 6 seconds.
 BG2325
 BG2325.The orthometric height was determined by differential leveling
 BG2325.and adjusted by the National Geodetic Survey in June 1991..
 BG2325
 BG2325.The geoid height was determined by GEOID03.
 BG2325
 BG2325.The dynamic height is computed by dividing the NAVD 88
 BG2325.geopotential number by the normal gravity value computed on the
 BG2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2325.degrees latitude (g = 980.6199 gals.).
 BG2325
 BG2325.The modeled gravity was interpolated from observed gravity values.
 BG2325
 BG2325;                    North         East    Units  Estimated Accuracy
 BG2325;SPC FL N     -   146,230.      445,960.      MT  (+/- 180 meters Scaled)
 BG2325
 BG2325                          SUPERSEDED SURVEY CONTROL
 BG2325
 BG2325.No superseded survey control is available for this station.
 BG2325
 BG2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU863534(NAD 83)
 BG2325_MARKER: DD = SURVEY DISK
 BG2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2325_STAMPING: 60 76 A24 RM NO2
 BG2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2325+STABILITY: SURFACE MOTION
 BG2325
 BG2325  HISTORY     - Date     Condition        Report By
 BG2325  HISTORY     - 1976     MONUMENTED       FLDT
 BG2325  HISTORY     - 1976     GOOD             FLDT
 BG2325  HISTORY     - 19910521 GOOD             USPSQD
 BG2325
 BG2325                          STATION DESCRIPTION
 BG2325
 BG2325'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2325'1.75 MI SE FROM SEAGROVE BEACH.
 BG2325'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2325'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2325'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2325'ROAD RIGHT FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BG2325'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2325'GROUND.  IT IS 122.6 FEET SOUTHEAST OF A POWER POLE, 31.0 FEET
 BG2325'NORTHEAST OF CENTER OF THE PAVED ROAD AND 0.7 FOOT SOUTHWEST OF A
 BG2325'METAL WITNESS POST.  SECTION 24, T 3S, R 19W.
 BG2325
 BG2325                          STATION RECOVERY (1991)
 BG2325
 BG2325'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2366 ***********************************************************************
 BG2366  DESIGNATION -  60 76 A25
 BG2366  PID         -  BG2366
 BG2366  STATE/COUNTY-  FL/WALTON
 BG2366  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2366
 BG2366                         *CURRENT SURVEY CONTROL
 BG2366  ___________________________________________________________________
 BG2366* NAD 83(1990)-  30 18 19.28172(N)    086 05 35.79572(W)     ADJUSTED  
 BG2366* NAVD 88     -         9.850  (meters)      32.32   (feet)  ADJUSTED  
 BG2366  ___________________________________________________________________
 BG2366  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BG2366  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2366  DYNAMIC HT  -           9.837 (meters)      32.27  (feet)  COMP
 BG2366  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BG2366
 BG2366  HORZ ORDER  -  SECOND
 BG2366  VERT ORDER  -  SECOND    CLASS II
 BG2366
 BG2366.The horizontal coordinates were established by classical geodetic methods
 BG2366.and adjusted by the National Geodetic Survey in May 1991..
 BG2366
 BG2366.The orthometric height was determined by differential leveling
 BG2366.and adjusted by the National Geodetic Survey in June 1991..
 BG2366
 BG2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2366
 BG2366.The geoid height was determined by GEOID03.
 BG2366
 BG2366.The dynamic height is computed by dividing the NAVD 88
 BG2366.geopotential number by the normal gravity value computed on the
 BG2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2366.degrees latitude (g = 980.6199 gals.).
 BG2366
 BG2366.The modeled gravity was interpolated from observed gravity values.
 BG2366
 BG2366;                    North         East     Units Scale Factor Converg.
 BG2366;SPC FL N     -   145,766.504   446,755.939   MT  0.99995132   -0 48 02.4
 BG2366;SPC FL N     -   478,235.61  1,465,731.78   sFT  0.99995132   -0 48 02.4
 BG2366;UTM  16      - 3,352,970.188   587,184.201   MT  0.99969377   +0 27 27.2
 BG2366
 BG2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2366!SPC FL N     -   1.00000278  x   0.99995132  =   0.99995410
 BG2366!UTM  16      -   1.00000278  x   0.99969377  =   0.99969655
 BG2366
 BG2366|---------------------------------------------------------------------|
 BG2366| PID    Reference Object                     Distance      Geod. Az  |
 BG2366|                                                           dddmmss.s |
 BG2366| BG2389 60 76 A25 RM 1                        9.305 METERS 07535     |
 BG2366| BG2326 60 76 A25 RM 2                        9.504 METERS 23051     |
 BG2366| BG2365 60 76 A24                           APPROX. 0.9 KM 2983927.6 |
 BG2366|---------------------------------------------------------------------|
 BG2366
 BG2366                          SUPERSEDED SURVEY CONTROL
 BG2366
 BG2366  NAD 83(1986)-  30 18 19.29459(N)    086 05 35.80447(W) AD(       ) 2
 BG2366  NAD 27      -  30 18 18.56767(N)    086 05 36.02015(W) AD(       ) 2
 BG2366  NGVD 29 (07/19/86)   10.03   (m)           32.9    (f) LEVELING    3  
 BG2366
 BG2366.Superseded values are not recommended for survey control.
 BG2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2366.See file dsdata.txt to determine how the superseded data were derived.
 BG2366
 BG2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8718452970(NAD 83)
 BG2366_MARKER: DD = SURVEY DISK
 BG2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2366_STAMPING: 60 76 A25
 BG2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2366+STABILITY: SURFACE MOTION
 BG2366
 BG2366  HISTORY     - Date     Condition        Report By
 BG2366  HISTORY     - 1976     MONUMENTED       FLDT
 BG2366  HISTORY     - 1976     GOOD             FLDT
 BG2366  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2366
 BG2366                          STATION DESCRIPTION
 BG2366
 BG2366'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2366'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2366'BEACH AND ABOUT 13 MILES NORTHWEST OF PANAMA CITY BEACH ON THE
 BG2366'TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2366'
 BG2366'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2366'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2366'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO A Y INTERSECTION.
 BG2366'TAKE RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.5 MILE TO
 BG2366'BEACH, (FROM THIS POINT A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2366'CONTINUE TO STATION) GO SOUTHEAST ALONG BEACH FOR 0.2 MILE TO
 BG2366'STATION OF THE LEFT.
 BG2366'
 BG2366'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2366'RESOURCES BRASS DISK, STAMPED 60 76 A25, SET IN THE TOP OF A
 BG2366'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2366'1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 21.0 FEET EAST OF
 BG2366'WEST EDGE OF SAND DUNE, 21.0 FEET SOUTH OF NORTH EDGE OF SAND
 BG2366'DUNE AND 13.0 FEET NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2366'
 BG2366'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2366'TRANSPORTATION BRASS DISK, STAMPED 60 76 A25 RM NO 1, SET IN THE
 BG2366'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2366'THE GROUND.  IT IS 2.2 FEET SOUTH OF A METAL WITNESS POST, 34.3
 BG2366'FEET SOUTHEAST OF NORTH EDGE OF SAND DUNE AND 87.0 FEET
 BG2366'NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2366'
 BG2366'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2366'TRANSPORTATION BRASS DISK, STAMPED 60 76 A25 RM NO 2, SET IN THE
 BG2366'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2366'THE GROUND.  IT IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST,
 BG2366'11.5 FEET EAST OF WEST EDGE OF SAND DUNE AND 49.0 FEET NORTHEAST
 BG2366'OF SOUTH EDGE OF SAND DUNE.
 BG2366
 BG2366                          STATION RECOVERY (1976)
 BG2366
 BG2366'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2366'2.3 MI SE FROM SEAGROVE BEACH.
 BG2366'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2366'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2366'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2366'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2366'BEACH FOR ABOUT 0.2 MILE AND STATION ON TOP OF A SAND DUNE.  WHICH IS
 BG2366'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 BG2366'IS 73.0 FEET NORTHEAST OF THE EDGE OF SAND DUNE, 21.0 FEET SOUTH OF
 BG2366'THE NORTH EDGE OF SAND DUNE, 21.0 FEET EAST OF THE WEST EDGE OF SAND
 BG2366'DUNE AND 1.7 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 19, T
 BG2366'3S, R 18W.
 BG2366
 BG2366                          STATION RECOVERY (1991)
 BG2366
 BG2366'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2389 ***********************************************************************
 BG2389  DESIGNATION -  60 76 A25 RM 1
 BG2389  PID         -  BG2389
 BG2389  STATE/COUNTY-  FL/WALTON
 BG2389  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2389
 BG2389                         *CURRENT SURVEY CONTROL
 BG2389  ___________________________________________________________________
 BG2389* NAD 83(1986)-  30 18 19.     (N)    086 05 36.     (W)     SCALED    
 BG2389* NAVD 88     -         8.303  (meters)      27.24   (feet)  ADJUSTED  
 BG2389  ___________________________________________________________________
 BG2389  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2389  DYNAMIC HT  -           8.293 (meters)      27.21  (feet)  COMP
 BG2389  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BG2389
 BG2389  VERT ORDER  -  SECOND    CLASS II
 BG2389
 BG2389.The horizontal coordinates were scaled from a topographic map and have
 BG2389.an estimated accuracy of +/- 6 seconds.
 BG2389
 BG2389.The orthometric height was determined by differential leveling
 BG2389.and adjusted by the National Geodetic Survey in June 1991..
 BG2389
 BG2389.The geoid height was determined by GEOID03.
 BG2389
 BG2389.The dynamic height is computed by dividing the NAVD 88
 BG2389.geopotential number by the normal gravity value computed on the
 BG2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2389.degrees latitude (g = 980.6199 gals.).
 BG2389
 BG2389.The modeled gravity was interpolated from observed gravity values.
 BG2389
 BG2389;                    North         East    Units  Estimated Accuracy
 BG2389;SPC FL N     -   145,760.      446,750.      MT  (+/- 180 meters Scaled)
 BG2389
 BG2389                          SUPERSEDED SURVEY CONTROL
 BG2389
 BG2389.No superseded survey control is available for this station.
 BG2389
 BG2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU871529(NAD 83)
 BG2389_MARKER: DD = SURVEY DISK
 BG2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2389_STAMPING: 60 76 A25 RM NO1
 BG2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2389+STABILITY: SURFACE MOTION
 BG2389
 BG2389  HISTORY     - Date     Condition        Report By
 BG2389  HISTORY     - 1976     MONUMENTED       FLDT
 BG2389  HISTORY     - 1976     GOOD             FLDT
 BG2389  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2389
 BG2389                          STATION DESCRIPTION
 BG2389
 BG2389'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2389'2.3 MI SE FROM SEAGROVE BEACH.
 BG2389'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2389'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2389'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2389'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2389'BEACH FOR ABOUT 0.2 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2389'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2389'FLUSH WITH THE GROUND.  IT IS 87.0 FEET NORTHEAST OF THE EDGE OF SAND
 BG2389'DUNE, 34.3 FEET SOUTHEAST OF THE NORTH EDGE OF SAND DUNE AND 2.2 FEET
 BG2389'SOUTH OF A METAL WITNESS POST.  SECTION 19, T 3S, R 18W.
 BG2389
 BG2389                          STATION RECOVERY (1991)
 BG2389
 BG2389'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2326 ***********************************************************************
 BG2326  DESIGNATION -  60 76 A25 RM 2
 BG2326  PID         -  BG2326
 BG2326  STATE/COUNTY-  FL/WALTON
 BG2326  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2326
 BG2326                         *CURRENT SURVEY CONTROL
 BG2326  ___________________________________________________________________
 BG2326* NAD 83(1986)-  30 18 19.     (N)    086 05 36.     (W)     SCALED    
 BG2326* NAVD 88     -         8.721  (meters)      28.61   (feet)  ADJUSTED  
 BG2326  ___________________________________________________________________
 BG2326  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2326  DYNAMIC HT  -           8.710 (meters)      28.58  (feet)  COMP
 BG2326  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BG2326
 BG2326  VERT ORDER  -  SECOND    CLASS II
 BG2326
 BG2326.The horizontal coordinates were scaled from a topographic map and have
 BG2326.an estimated accuracy of +/- 6 seconds.
 BG2326
 BG2326.The orthometric height was determined by differential leveling
 BG2326.and adjusted by the National Geodetic Survey in June 1991..
 BG2326
 BG2326.The geoid height was determined by GEOID03.
 BG2326
 BG2326.The dynamic height is computed by dividing the NAVD 88
 BG2326.geopotential number by the normal gravity value computed on the
 BG2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2326.degrees latitude (g = 980.6199 gals.).
 BG2326
 BG2326.The modeled gravity was interpolated from observed gravity values.
 BG2326
 BG2326;                    North         East    Units  Estimated Accuracy
 BG2326;SPC FL N     -   145,760.      446,750.      MT  (+/- 180 meters Scaled)
 BG2326
 BG2326                          SUPERSEDED SURVEY CONTROL
 BG2326
 BG2326.No superseded survey control is available for this station.
 BG2326
 BG2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU871529(NAD 83)
 BG2326_MARKER: DD = SURVEY DISK
 BG2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2326_STAMPING: 60 76 A25 RM NO2
 BG2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2326+STABILITY: SURFACE MOTION
 BG2326
 BG2326  HISTORY     - Date     Condition        Report By
 BG2326  HISTORY     - 1976     MONUMENTED       FLDT
 BG2326  HISTORY     - 1976     GOOD             FLDT
 BG2326  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2326
 BG2326                          STATION DESCRIPTION
 BG2326
 BG2326'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2326'2.3 MI SE FROM SEAGROVE BEACH.
 BG2326'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2326'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2326'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2326'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2326'BEACH FOR ABOUT 0.2 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2326'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2326'WITH THE GROUND.  IT IS 49.0 FEET NORTHEAST OF EDGE OF SAND DUNE, 11.5
 BG2326'FEET EAST OF THE WEST EDGE OF SAND DUNE AND 1.8 FEET SOUTHWEST OF A
 BG2326'METAL WITNESS POST.  SECTION 19, T 3S, R 18W.
 BG2326
 BG2326                          STATION RECOVERY (1991)
 BG2326
 BG2326'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2367 ***********************************************************************
 BG2367  DESIGNATION -  60 76 A26
 BG2367  PID         -  BG2367
 BG2367  STATE/COUNTY-  FL/WALTON
 BG2367  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2367
 BG2367                         *CURRENT SURVEY CONTROL
 BG2367  ___________________________________________________________________
 BG2367* NAD 83(1990)-  30 18 01.24146(N)    086 04 45.43882(W)     ADJUSTED  
 BG2367* NAVD 88     -        10.737  (meters)      35.23   (feet)  ADJUSTED  
 BG2367  ___________________________________________________________________
 BG2367  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BG2367  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG2367  DYNAMIC HT  -          10.723 (meters)      35.18  (feet)  COMP
 BG2367  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BG2367
 BG2367  HORZ ORDER  -  SECOND
 BG2367  VERT ORDER  -  SECOND    CLASS II
 BG2367
 BG2367.The horizontal coordinates were established by classical geodetic methods
 BG2367.and adjusted by the National Geodetic Survey in May 1991..
 BG2367
 BG2367.The orthometric height was determined by differential leveling
 BG2367.and adjusted by the National Geodetic Survey in June 1991..
 BG2367
 BG2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2367
 BG2367.The geoid height was determined by GEOID03.
 BG2367
 BG2367.The dynamic height is computed by dividing the NAVD 88
 BG2367.geopotential number by the normal gravity value computed on the
 BG2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2367.degrees latitude (g = 980.6199 gals.).
 BG2367
 BG2367.The modeled gravity was interpolated from observed gravity values.
 BG2367
 BG2367;                    North         East     Units Scale Factor Converg.
 BG2367;SPC FL N     -   145,192.339   448,093.550   MT  0.99995112   -0 47 37.1
 BG2367;SPC FL N     -   476,351.87  1,470,120.26   sFT  0.99995112   -0 47 37.1
 BG2367;UTM  16      - 3,352,425.672   588,533.753   MT  0.99969670   +0 27 52.4
 BG2367
 BG2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2367!SPC FL N     -   1.00000264  x   0.99995112  =   0.99995376
 BG2367!UTM  16      -   1.00000264  x   0.99969670  =   0.99969934
 BG2367
 BG2367|---------------------------------------------------------------------|
 BG2367| PID    Reference Object                     Distance      Geod. Az  |
 BG2367|                                                           dddmmss.s |
 BG2367| BG2390 60 76 A26 RM 1                       12.966 METERS 06409     |
 BG2367| BG2448 60 76 A26 AZ MK                     APPROX. 0.6 KM 1110035.7 |
 BG2367| BG2327 60 76 A26 RM 2                       12.791 METERS 32502     |
 BG2367|---------------------------------------------------------------------|
 BG2367
 BG2367                          SUPERSEDED SURVEY CONTROL
 BG2367
 BG2367  NAD 83(1986)-  30 18 01.25419(N)    086 04 45.44760(W) AD(       ) 2
 BG2367  NAD 27      -  30 18 00.52751(N)    086 04 45.66440(W) AD(       ) 2
 BG2367  NGVD 29 (07/19/86)   10.92   (m)           35.8    (f) LEVELING    3  
 BG2367
 BG2367.Superseded values are not recommended for survey control.
 BG2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2367.See file dsdata.txt to determine how the superseded data were derived.
 BG2367
 BG2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8853452426(NAD 83)
 BG2367_MARKER: DD = SURVEY DISK
 BG2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2367_STAMPING: 60 76 A26
 BG2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2367+STABILITY: SURFACE MOTION
 BG2367
 BG2367  HISTORY     - Date     Condition        Report By
 BG2367  HISTORY     - 1976     MONUMENTED       FLDT
 BG2367  HISTORY     - 1976     GOOD             FLDT
 BG2367
 BG2367                          STATION DESCRIPTION
 BG2367
 BG2367'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2367'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2367'BEACH AND ABOUT 12-1/2 MILES NORTHWEST OF PANAMA CITY, FLORIDA,
 BG2367'ON TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2367'
 BG2367'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2367'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2367'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO Y INTERSECTION.  TAKE
 BG2367'RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.5 MILE TO BEACH,
 BG2367'(FROM THIS POINT ON A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2367'CONTINUE TO THE STATION) GO SOUTHEAST ALONG THE BEACH FOR 1.5
 BG2367'MILES TO STATION ON THE LEFT.
 BG2367'
 BG2367'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2367'RESOURCES BRASS DISK, STAMPED 60 76 A26, SET IN THE TOP OF A
 BG2367'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2367'1.9 FEET SOUTHWEST OF A METAL WITNESS POST, 3.0 FEET NORTHEAST
 BG2367'OF SOUTH EDGE OF SAND DUNE, 3.0 FEET SOUTHEAST OF WEST EDGE OF
 BG2367'SAND DUNE AND 35.0 FEET SOUTHWEST OF NORTH EDGE OF SAND DUNE.
 BG2367'
 BG2367'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2367'TRANSPORTATION BRASS DISK, STAMPED 60 76 A26 RM NO 1, SET IN
 BG2367'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2367'WITH THE GROUND.  IT IS 2.3 FEET SOUTHEAST OF A METAL WITNESS
 BG2367'POST, 34.0 FEET SOUTH OF NORTH EDGE OF SAND DUNE AND 46.0 FEET
 BG2367'NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2367'
 BG2367'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2367'TRANSPORTATION BRASS DISK, STAMPED 60 76 A26 RM NO 2, SET IN THE
 BG2367'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2367'THE GROUND.  IT IS 1.9 FEET SOUTHWEST OF A METAL WITNESS POST,
 BG2367'3.4 FEET SOUTHWEST OF NORTH EDGE OF SAND DUNE AND 14.0 FEET
 BG2367'SOUTHEAST OF WEST EDGE OF SAND DUNE.
 BG2367
 BG2367                          STATION RECOVERY (1976)
 BG2367
 BG2367'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2367'3.35 MI SE FROM SEAGROVE BEACH.
 BG2367'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2367'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2367'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2367'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2367'BEACH FOR ABOUT 1.25 MILES AND STATION ON TOP OF A SAND DUNE.  WHICH
 BG2367'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.
 BG2367'IT IS 35.0 FEET SOUTHWEST OF THE NORTH EDGE OF THE SAND DUNE, 3.0 FEET
 BG2367'SOUTHEAST OF THE WEST EDGE OF THE SAND DUNE, 3.0 FEET NORTHEAST OF THE
 BG2367'DROP OFF EDGE TO BEACH AND 1.9 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2367'SECTION 20, T 3S, R18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2448 ***********************************************************************
 BG2448  DESIGNATION -  60 76 A26 AZ MK
 BG2448  PID         -  BG2448
 BG2448  STATE/COUNTY-  FL/WALTON
 BG2448  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2448
 BG2448                         *CURRENT SURVEY CONTROL
 BG2448  ___________________________________________________________________
 BG2448* NAD 83(1990)-  30 17 54.70779(N)    086 04 25.83524(W)     ADJUSTED  
 BG2448* NAVD 88     -         6.983  (meters)      22.91   (feet)  ADJUSTED  
 BG2448  ___________________________________________________________________
 BG2448  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BG2448  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2448  DYNAMIC HT  -           6.974 (meters)      22.88  (feet)  COMP
 BG2448  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 BG2448
 BG2448  HORZ ORDER  -  THIRD
 BG2448  VERT ORDER  -  SECOND    CLASS II
 BG2448
 BG2448.The horizontal coordinates were established by classical geodetic methods
 BG2448.and adjusted by the National Geodetic Survey in May 1991..
 BG2448.No horizontal observational check was made to the station.
 BG2448
 BG2448.The orthometric height was determined by differential leveling
 BG2448.and adjusted by the National Geodetic Survey in June 1991..
 BG2448
 BG2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2448
 BG2448.The geoid height was determined by GEOID03.
 BG2448
 BG2448.The dynamic height is computed by dividing the NAVD 88
 BG2448.geopotential number by the normal gravity value computed on the
 BG2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2448.degrees latitude (g = 980.6199 gals.).
 BG2448
 BG2448.The modeled gravity was interpolated from observed gravity values.
 BG2448
 BG2448;                    North         East     Units Scale Factor Converg.
 BG2448;SPC FL N     -   144,983.929   448,614.518   MT  0.99995105   -0 47 27.2
 BG2448;SPC FL N     -   475,668.11  1,471,829.46   sFT  0.99995105   -0 47 27.2
 BG2448;UTM  16      - 3,352,228.802   589,059.038   MT  0.99969785   +0 28 02.2
 BG2448
 BG2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2448!SPC FL N     -   1.00000323  x   0.99995105  =   0.99995428
 BG2448!UTM  16      -   1.00000323  x   0.99969785  =   0.99970108
 BG2448
 BG2448                          SUPERSEDED SURVEY CONTROL
 BG2448
 BG2448  NAD 83(1986)-  30 17 54.72048(N)    086 04 25.84404(W) AD(       ) 3
 BG2448  NAD 27      -  30 17 53.99392(N)    086 04 26.06129(W) AD(       ) 3
 BG2448  NGVD 29 (07/19/86)    7.17   (m)           23.5    (f) LEVELING    3  
 BG2448
 BG2448.Superseded values are not recommended for survey control.
 BG2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2448.See file dsdata.txt to determine how the superseded data were derived.
 BG2448
 BG2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8905952229(NAD 83)
 BG2448_MARKER: DD = SURVEY DISK
 BG2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2448_STAMPING: 60 76 A26 AZ MK
 BG2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2448+STABILITY: SURFACE MOTION
 BG2448
 BG2448  HISTORY     - Date     Condition        Report By
 BG2448  HISTORY     - 1976     MONUMENTED       FLDT
 BG2448  HISTORY     - 1976     GOOD             FLDT
 BG2448
 BG2448                          STATION DESCRIPTION
 BG2448
 BG2448'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2448'3.7 MI SE FROM SEAGROVE BEACH.
 BG2448'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2448'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2448'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2448'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2448'BEACH FOR ABOUT 1.6 MILES AND AZIMUTH MARK.  WHICH IS SET IN THE TOP
 BG2448'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BG2448'SECTION 29, T 3S, R18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2390 ***********************************************************************
 BG2390  DESIGNATION -  60 76 A26 RM 1
 BG2390  PID         -  BG2390
 BG2390  STATE/COUNTY-  FL/WALTON
 BG2390  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2390
 BG2390                         *CURRENT SURVEY CONTROL
 BG2390  ___________________________________________________________________
 BG2390* NAD 83(1986)-  30 18 02.     (N)    086 04 46.     (W)     SCALED    
 BG2390* NAVD 88     -         9.435  (meters)      30.95   (feet)  ADJUSTED  
 BG2390  ___________________________________________________________________
 BG2390  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG2390  DYNAMIC HT  -           9.422 (meters)      30.91  (feet)  COMP
 BG2390  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BG2390
 BG2390  VERT ORDER  -  SECOND    CLASS II
 BG2390
 BG2390.The horizontal coordinates were scaled from a topographic map and have
 BG2390.an estimated accuracy of +/- 6 seconds.
 BG2390
 BG2390.The orthometric height was determined by differential leveling
 BG2390.and adjusted by the National Geodetic Survey in June 1991..
 BG2390
 BG2390.The geoid height was determined by GEOID03.
 BG2390
 BG2390.The dynamic height is computed by dividing the NAVD 88
 BG2390.geopotential number by the normal gravity value computed on the
 BG2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2390.degrees latitude (g = 980.6199 gals.).
 BG2390
 BG2390.The modeled gravity was interpolated from observed gravity values.
 BG2390
 BG2390;                    North         East    Units  Estimated Accuracy
 BG2390;SPC FL N     -   145,220.      448,080.      MT  (+/- 180 meters Scaled)
 BG2390
 BG2390                          SUPERSEDED SURVEY CONTROL
 BG2390
 BG2390.No superseded survey control is available for this station.
 BG2390
 BG2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU885524(NAD 83)
 BG2390_MARKER: DD = SURVEY DISK
 BG2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2390_STAMPING: 60 76 A26 RM NO1
 BG2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2390+STABILITY: SURFACE MOTION
 BG2390
 BG2390  HISTORY     - Date     Condition        Report By
 BG2390  HISTORY     - 1976     MONUMENTED       FLDT
 BG2390  HISTORY     - 1976     GOOD             FLDT
 BG2390
 BG2390                          STATION DESCRIPTION
 BG2390
 BG2390'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2390'3.35 MI SE FROM SEAGROVE BEACH.
 BG2390'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2390'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2390'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2390'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2390'BEACH FOR ABOUT 1.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2390'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2390'FLUSH WITH THE GROUND.  IT IS 46.0 FEET NORTHEAST OF THE DROP OFF EDGE
 BG2390'TO BEACH, 34.0 FEET SOUTH OF THE NORTH EDGE OF THE SAND DUNE AND 2.3
 BG2390'FEET SOUTHEAST OF A METAL WITNESS POST.  SECTION 20, T 3S, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2327 ***********************************************************************
 BG2327  DESIGNATION -  60 76 A26 RM 2
 BG2327  PID         -  BG2327
 BG2327  STATE/COUNTY-  FL/WALTON
 BG2327  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2327
 BG2327                         *CURRENT SURVEY CONTROL
 BG2327  ___________________________________________________________________
 BG2327* NAD 83(1986)-  30 18 02.     (N)    086 04 46.     (W)     SCALED    
 BG2327* NAVD 88     -         9.701  (meters)      31.83   (feet)  ADJUSTED  
 BG2327  ___________________________________________________________________
 BG2327  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG2327  DYNAMIC HT  -           9.688 (meters)      31.78  (feet)  COMP
 BG2327  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BG2327
 BG2327  VERT ORDER  -  SECOND    CLASS II
 BG2327
 BG2327.The horizontal coordinates were scaled from a topographic map and have
 BG2327.an estimated accuracy of +/- 6 seconds.
 BG2327
 BG2327.The orthometric height was determined by differential leveling
 BG2327.and adjusted by the National Geodetic Survey in June 1991..
 BG2327
 BG2327.The geoid height was determined by GEOID03.
 BG2327
 BG2327.The dynamic height is computed by dividing the NAVD 88
 BG2327.geopotential number by the normal gravity value computed on the
 BG2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2327.degrees latitude (g = 980.6199 gals.).
 BG2327
 BG2327.The modeled gravity was interpolated from observed gravity values.
 BG2327
 BG2327;                    North         East    Units  Estimated Accuracy
 BG2327;SPC FL N     -   145,220.      448,080.      MT  (+/- 180 meters Scaled)
 BG2327
 BG2327                          SUPERSEDED SURVEY CONTROL
 BG2327
 BG2327.No superseded survey control is available for this station.
 BG2327
 BG2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU885524(NAD 83)
 BG2327_MARKER: DD = SURVEY DISK
 BG2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2327_STAMPING: 60 76 A26 RM NO2
 BG2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2327+STABILITY: SURFACE MOTION
 BG2327
 BG2327  HISTORY     - Date     Condition        Report By
 BG2327  HISTORY     - 1976     MONUMENTED       FLDT
 BG2327  HISTORY     - 1976     GOOD             FLDT
 BG2327
 BG2327                          STATION DESCRIPTION
 BG2327
 BG2327'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2327'3.35 MI SE FROM SEAGROVE BEACH.
 BG2327'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2327'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2327'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2327'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2327'BEACH FOR ABOUT 1.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2327'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2327'FLUSH WITH THE GROUND.  IT IS 14.0 FEET SOUTHEAST OF THE WEST EDGE OF
 BG2327'THE SAND DUNE, 3.4 FEET SOUTHWEST OF THE NORTH EDGE OF THE SAND DUNE
 BG2327'AND 1.9 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 20, T 3S, R
 BG2327'18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2368 ***********************************************************************
 BG2368  DESIGNATION -  60 76 A27
 BG2368  PID         -  BG2368
 BG2368  STATE/COUNTY-  FL/WALTON
 BG2368  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2368
 BG2368                         *CURRENT SURVEY CONTROL
 BG2368  ___________________________________________________________________
 BG2368* NAD 83(1990)-  30 17 41.84882(N)    086 03 51.32350(W)     ADJUSTED  
 BG2368* NAVD 88     -         9.823  (meters)      32.23   (feet)  ADJUSTED  
 BG2368  ___________________________________________________________________
 BG2368  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BG2368  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2368  DYNAMIC HT  -           9.810 (meters)      32.19  (feet)  COMP
 BG2368  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BG2368
 BG2368  HORZ ORDER  -  SECOND
 BG2368  VERT ORDER  -  SECOND    CLASS II
 BG2368
 BG2368.The horizontal coordinates were established by classical geodetic methods
 BG2368.and adjusted by the National Geodetic Survey in May 1991..
 BG2368
 BG2368.The orthometric height was determined by differential leveling
 BG2368.and adjusted by the National Geodetic Survey in June 1991..
 BG2368
 BG2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2368
 BG2368.The geoid height was determined by GEOID03.
 BG2368
 BG2368.The dynamic height is computed by dividing the NAVD 88
 BG2368.geopotential number by the normal gravity value computed on the
 BG2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2368.degrees latitude (g = 980.6199 gals.).
 BG2368
 BG2368.The modeled gravity was interpolated from observed gravity values.
 BG2368
 BG2368;                    North         East     Units Scale Factor Converg.
 BG2368;SPC FL N     -   144,575.320   449,531.148   MT  0.99995091   -0 47 09.9
 BG2368;SPC FL N     -   474,327.53  1,474,836.77   sFT  0.99995091   -0 47 09.9
 BG2368;UTM  16      - 3,351,840.516   589,984.185   MT  0.99969989   +0 28 19.4
 BG2368
 BG2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2368!SPC FL N     -   1.00000279  x   0.99995091  =   0.99995370
 BG2368!UTM  16      -   1.00000279  x   0.99969989  =   0.99970268
 BG2368
 BG2368|---------------------------------------------------------------------|
 BG2368| PID    Reference Object                     Distance      Geod. Az  |
 BG2368|                                                           dddmmss.s |
 BG2368| BG2391 60 76 A27 RM 1                       13.036 METERS 07606     |
 BG2368| BG2328 60 76 A27 RM 2                       10.605 METERS 27957     |
 BG2368| BG2367 60 76 A26                           APPROX. 1.6 KM 2922634.9 |
 BG2368|---------------------------------------------------------------------|
 BG2368
 BG2368                          SUPERSEDED SURVEY CONTROL
 BG2368
 BG2368  NAD 83(1986)-  30 17 41.86141(N)    086 03 51.33232(W) AD(       ) 2
 BG2368  NAD 27      -  30 17 41.13502(N)    086 03 51.55029(W) AD(       ) 2
 BG2368  NGVD 29 (07/19/86)   10.01   (m)           32.8    (f) LEVELING    3  
 BG2368
 BG2368.Superseded values are not recommended for survey control.
 BG2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2368.See file dsdata.txt to determine how the superseded data were derived.
 BG2368
 BG2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8998451841(NAD 83)
 BG2368_MARKER: DD = SURVEY DISK
 BG2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2368_STAMPING: 60 76 A27
 BG2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2368+STABILITY: SURFACE MOTION
 BG2368
 BG2368  HISTORY     - Date     Condition        Report By
 BG2368  HISTORY     - 1976     MONUMENTED       FLDT
 BG2368  HISTORY     - 1976     GOOD             FLDT
 BG2368
 BG2368                          STATION DESCRIPTION
 BG2368
 BG2368'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2368'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2368'BEACH AND ABOUT 11-1/2 MILES NORTHWEST OF PANAMA CITY BEACH ON
 BG2368'TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2368'
 BG2368'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2368'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2368'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO Y INTERSECTION.  TAKE
 BG2368'RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.5 MILE TO BEACH,
 BG2368'(FROM THIS POINT ON A 4 WHEEL DRIVE VEHICLE IS NEEDED TO CONTINUE
 BG2368'TO STATION) GO SOUTHEAST ALONG BEACH FOR 2.5 MILES TO STATION
 BG2368'ON THE LEFT, JUST EAST OF A RUN OUT.
 BG2368'
 BG2368'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2368'RESOURCES BRASS DISK, STAMPED 60 76 A27, SET IN THE TOP OF A
 BG2368'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2368'IS 2.0 FEET SOUTH OF A METAL WITNESS POST, 11.0 FEET NORTH OF
 BG2368'SOUTH EDGE OF SAND DUNE AND 20.0 FEET SOUTH OF NORTH BANK OF
 BG2368'SAND DUNE.
 BG2368'
 BG2368'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2368'TRANSPORTATION BRASS DISK, STAMPED 60 76 A27 RM NO 1, SET IN
 BG2368'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2368'WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST,
 BG2368'13.5 FEET NORTH OF SOUTH BANK OF SAND DUNE AND 42.0 FEET NORTH
 BG2368'OF SOUTH EDGE OF SAND DUNES.
 BG2368'
 BG2368'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2368'TRANSPORTATION BRASS DISK, STAMPED 60 76 A27 RM NO 2, SET IN
 BG2368'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2368'BELOW THE GROUND.  IT IS 1.4 FEET SOUTH OF A METAL WITNESS
 BG2368'POST, 2.8 FEET SOUTH OF NORTH BANK OF DUNE AND 4.6 FEET NORTH
 BG2368'OF SOUTH EDGE OF SAND DUNES.
 BG2368
 BG2368                          STATION RECOVERY (1976)
 BG2368
 BG2368'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2368'4.35 MI SE FROM SEAGROVE BEACH.
 BG2368'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2368'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2368'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2368'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2368'BEACH FOR ABOUT 2.25 MILES AND STATION ON TOP OF SAND DUNE.  WHICH IS
 BG2368'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT
 BG2368'IS 20.0 FEET SOUTH OF THE NORTH EDGE OF THE SAND DUNE, 11.0 FEET NORTH
 BG2368'OF THE DROP OFF EDGE TO BEACH AND 2.0 FEET SOUTH OF A METAL WITNESS
 BG2368'POST.  SECTION 29, T 3S, R18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2391 ***********************************************************************
 BG2391  DESIGNATION -  60 76 A27 RM 1
 BG2391  PID         -  BG2391
 BG2391  STATE/COUNTY-  FL/WALTON
 BG2391  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2391
 BG2391                         *CURRENT SURVEY CONTROL
 BG2391  ___________________________________________________________________
 BG2391* NAD 83(1986)-  30 17 42.     (N)    086 03 52.     (W)     SCALED    
 BG2391* NAVD 88     -        10.425  (meters)      34.20   (feet)  ADJUSTED  
 BG2391  ___________________________________________________________________
 BG2391  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2391  DYNAMIC HT  -          10.412 (meters)      34.16  (feet)  COMP
 BG2391  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 BG2391
 BG2391  VERT ORDER  -  SECOND    CLASS II
 BG2391
 BG2391.The horizontal coordinates were scaled from a topographic map and have
 BG2391.an estimated accuracy of +/- 6 seconds.
 BG2391
 BG2391.The orthometric height was determined by differential leveling
 BG2391.and adjusted by the National Geodetic Survey in June 1991..
 BG2391
 BG2391.The geoid height was determined by GEOID03.
 BG2391
 BG2391.The dynamic height is computed by dividing the NAVD 88
 BG2391.geopotential number by the normal gravity value computed on the
 BG2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2391.degrees latitude (g = 980.6199 gals.).
 BG2391
 BG2391.The modeled gravity was interpolated from observed gravity values.
 BG2391
 BG2391;                    North         East    Units  Estimated Accuracy
 BG2391;SPC FL N     -   144,580.      449,510.      MT  (+/- 180 meters Scaled)
 BG2391
 BG2391                          SUPERSEDED SURVEY CONTROL
 BG2391
 BG2391.No superseded survey control is available for this station.
 BG2391
 BG2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83)
 BG2391_MARKER: DD = SURVEY DISK
 BG2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2391_STAMPING: 60 76 A27 RM NO1
 BG2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2391+STABILITY: SURFACE MOTION
 BG2391
 BG2391  HISTORY     - Date     Condition        Report By
 BG2391  HISTORY     - 1976     MONUMENTED       FLDT
 BG2391  HISTORY     - 1976     GOOD             FLDT
 BG2391
 BG2391                          STATION DESCRIPTION
 BG2391
 BG2391'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2391'4.35 MI SE FROM SEAGROVE BEACH.
 BG2391'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2391'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2391'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2391'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2391'BEACH FOR ABOUT 2.25 MILES AND REFERENCE MARK ON TOP OF SAND DUNE.
 BG2391'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2391'FLUSH WITH THE GROUND.  IT IS 42.0 FEET NORTH OF THE DROP OFF EDGE TO
 BG2391'BEACH, 13.5 FEET NORTH OF THE SOUTH EDGE OF SAND DUNE AND 2.0 FEET
 BG2391'SOUTH OF A METAL WITNESS POST.  SECTION 29, T 3S, R18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2328 ***********************************************************************
 BG2328  DESIGNATION -  60 76 A27 RM 2
 BG2328  PID         -  BG2328
 BG2328  STATE/COUNTY-  FL/WALTON
 BG2328  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2328
 BG2328                         *CURRENT SURVEY CONTROL
 BG2328  ___________________________________________________________________
 BG2328* NAD 83(1986)-  30 17 42.     (N)    086 03 52.     (W)     SCALED    
 BG2328* NAVD 88     -         9.794  (meters)      32.13   (feet)  ADJUSTED  
 BG2328  ___________________________________________________________________
 BG2328  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2328  DYNAMIC HT  -           9.781 (meters)      32.09  (feet)  COMP
 BG2328  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 BG2328
 BG2328  VERT ORDER  -  SECOND    CLASS II
 BG2328
 BG2328.The horizontal coordinates were scaled from a topographic map and have
 BG2328.an estimated accuracy of +/- 6 seconds.
 BG2328
 BG2328.The orthometric height was determined by differential leveling
 BG2328.and adjusted by the National Geodetic Survey in June 1991..
 BG2328
 BG2328.The geoid height was determined by GEOID03.
 BG2328
 BG2328.The dynamic height is computed by dividing the NAVD 88
 BG2328.geopotential number by the normal gravity value computed on the
 BG2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2328.degrees latitude (g = 980.6199 gals.).
 BG2328
 BG2328.The modeled gravity was interpolated from observed gravity values.
 BG2328
 BG2328;                    North         East    Units  Estimated Accuracy
 BG2328;SPC FL N     -   144,580.      449,510.      MT  (+/- 180 meters Scaled)
 BG2328
 BG2328                          SUPERSEDED SURVEY CONTROL
 BG2328
 BG2328.No superseded survey control is available for this station.
 BG2328
 BG2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83)
 BG2328_MARKER: DD = SURVEY DISK
 BG2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2328_STAMPING: 60 76 A27 RM NO2
 BG2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2328+STABILITY: SURFACE MOTION
 BG2328
 BG2328  HISTORY     - Date     Condition        Report By
 BG2328  HISTORY     - 1976     MONUMENTED       FLDT
 BG2328  HISTORY     - 1976     GOOD             FLDT
 BG2328
 BG2328                          STATION DESCRIPTION
 BG2328
 BG2328'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2328'4.35 MI SE FROM SEAGROVE BEACH.
 BG2328'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2328'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2328'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2328'ROAD RIGHT FOR ABOUT 2.25 MILES AND REFERENCE MARK ON TOP OF SAND
 BG2328'DUNE.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BG2328'MONUMENT 2 INCHES BELOW GROUND.  IT IS 4.6 FEET NORTH OF THE DROP OFF
 BG2328'EDGE TO BEACH, 2.8 FEET SOUTH OF THE NORTH EDGE OF THE SAND DUNE AND
 BG2328'1.4 FEET SOUTH OF A METAL WITNESS POST.  SECTION 29, T 3S, R18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2369 ***********************************************************************
 BG2369  DESIGNATION -  60 76 A28
 BG2369  PID         -  BG2369
 BG2369  STATE/COUNTY-  FL/WALTON
 BG2369  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2369
 BG2369                         *CURRENT SURVEY CONTROL
 BG2369  ___________________________________________________________________
 BG2369* NAD 83(1990)-  30 17 26.94942(N)    086 03 01.85159(W)     ADJUSTED  
 BG2369* NAVD 88     -        11.380  (meters)      37.34   (feet)  ADJUSTED  
 BG2369  ___________________________________________________________________
 BG2369  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BG2369  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BG2369  DYNAMIC HT  -          11.365 (meters)      37.29  (feet)  COMP
 BG2369  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 BG2369
 BG2369  HORZ ORDER  -  SECOND
 BG2369  VERT ORDER  -  SECOND    CLASS II
 BG2369
 BG2369.The horizontal coordinates were established by classical geodetic methods
 BG2369.and adjusted by the National Geodetic Survey in May 1991..
 BG2369
 BG2369.The orthometric height was determined by differential leveling
 BG2369.and adjusted by the National Geodetic Survey in June 1991..
 BG2369
 BG2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2369
 BG2369.The geoid height was determined by GEOID03.
 BG2369
 BG2369.The dynamic height is computed by dividing the NAVD 88
 BG2369.geopotential number by the normal gravity value computed on the
 BG2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2369.degrees latitude (g = 980.6199 gals.).
 BG2369
 BG2369.The modeled gravity was interpolated from observed gravity values.
 BG2369
 BG2369;                    North         East     Units Scale Factor Converg.
 BG2369;SPC FL N     -   144,098.521   450,846.715   MT  0.99995075   -0 46 45.0
 BG2369;SPC FL N     -   472,763.23  1,479,152.93   sFT  0.99995075   -0 46 45.0
 BG2369;UTM  16      - 3,351,392.829   591,309.573   MT  0.99970286   +0 28 44.2
 BG2369
 BG2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2369!SPC FL N     -   1.00000254  x   0.99995075  =   0.99995329
 BG2369!UTM  16      -   1.00000254  x   0.99970286  =   0.99970540
 BG2369
 BG2369|---------------------------------------------------------------------|
 BG2369| PID    Reference Object                     Distance      Geod. Az  |
 BG2369|                                                           dddmmss.s |
 BG2369| BG2392 60 76 A28 RM 1                        9.286 METERS 10402     |
 BG2369| BG2368 60 76 A27                           APPROX. 1.4 KM 2890834.1 |
 BG2369| BG2329 60 76 A28 RM 2                       12.039 METERS 30151     |
 BG2369|---------------------------------------------------------------------|
 BG2369
 BG2369                          SUPERSEDED SURVEY CONTROL
 BG2369
 BG2369  NAD 83(1986)-  30 17 26.96188(N)    086 03 01.86043(W) AD(       ) 2
 BG2369  NAD 27      -  30 17 26.23583(N)    086 03 02.07953(W) AD(       ) 2
 BG2369  NGVD 29 (07/19/86)   11.57   (m)           38.0    (f) LEVELING    3  
 BG2369
 BG2369.Superseded values are not recommended for survey control.
 BG2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2369.See file dsdata.txt to determine how the superseded data were derived.
 BG2369
 BG2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9131051393(NAD 83)
 BG2369_MARKER: DD = SURVEY DISK
 BG2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2369_STAMPING: 60 76 A28
 BG2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2369+STABILITY: SURFACE MOTION
 BG2369
 BG2369  HISTORY     - Date     Condition        Report By
 BG2369  HISTORY     - 1976     MONUMENTED       FLDT
 BG2369  HISTORY     - 1976     GOOD             FLDT
 BG2369  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2369  HISTORY     - 19980219 MARK NOT FOUND   USPSQD
 BG2369
 BG2369                          STATION DESCRIPTION
 BG2369
 BG2369'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2369'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF SANTA ROSA BEACH,
 BG2369'ABOUT 5 MILES EAST-SOUTHEAST OF SEAGROVE BEACH AND ABOUT 25 MILES
 BG2369'WEST-NORTHWEST OF PANAMA CITY ON THE NORTHEAST SIDE OF STATE
 BG2369'ROUTE 30A.
 BG2369'
 BG2369'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2369'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6 MILES
 BG2369'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2369'FOR 2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT ON STATE ROUTE
 BG2369'30A AND GO WESTERLY FOR 2.65 MILES TO STATION ON THE RIGHT.
 BG2369'
 BG2369'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2369'BRASS DISK, STAMPED 60 76 A28, SET IN THE TOP OF A ROUND CONCRETE
 BG2369'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.0 FEET SOUTHWEST
 BG2369'OF A METAL WITNESS POST, 42.9 FEET NORTHEAST OF CENTERLINE OF
 BG2369'STATE ROUTE 30A AND 82.0 FEET NORTHEAST OF POWER POLE.
 BG2369'
 BG2369'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2369'TRANSPORTATION BRASS DISK, STAMPED 60 76 A28 RM NO 1, SET IN THE
 BG2369'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BG2369'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 48.4
 BG2369'FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A., AND 96.0 FEET
 BG2369'EAST OF A POWER POLE.
 BG2369'
 BG2369'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2369'TRANSPORTATION BRASS DISK, STAMPED 60 76 A28 RM NO 2, SET IN THE
 BG2369'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BG2369'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 49.5
 BG2369'FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND 97.0 FEET
 BG2369'NORTHWEST OF A POWER POLE.
 BG2369
 BG2369                          STATION RECOVERY (1976)
 BG2369
 BG2369'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2369'10.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2369'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2369'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2369'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2369'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.65 MILES AND STATION MARK.
 BG2369'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BG2369'GROUND.  IT IS 82.0 FEET NORTHEAST OF POWER POLE, 42.9 FEET NORTHEAST
 BG2369'OF CENTER OF STATE ROUTE 30A AND 3.0 FEET SOUTHWEST OF A METAL WITNESS
 BG2369'POST.  SECTION 28, T 3S, R18W.
 BG2369
 BG2369                          STATION RECOVERY (1991)
 BG2369
 BG2369'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2369'MARK NOT FOUND.
 BG2369
 BG2369                          STATION RECOVERY (1998)
 BG2369
 BG2369'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2392 ***********************************************************************
 BG2392  DESIGNATION -  60 76 A28 RM 1
 BG2392  PID         -  BG2392
 BG2392  STATE/COUNTY-  FL/WALTON
 BG2392  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2392
 BG2392                         *CURRENT SURVEY CONTROL
 BG2392  ___________________________________________________________________
 BG2392* NAD 83(1986)-  30 17 27.     (N)    086 03 02.     (W)     SCALED    
 BG2392* NAVD 88     -        11.412  (meters)      37.44   (feet)  ADJUSTED  
 BG2392  ___________________________________________________________________
 BG2392  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BG2392  DYNAMIC HT  -          11.397 (meters)      37.39  (feet)  COMP
 BG2392  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 BG2392
 BG2392  VERT ORDER  -  SECOND    CLASS II
 BG2392
 BG2392.The horizontal coordinates were scaled from a topographic map and have
 BG2392.an estimated accuracy of +/- 6 seconds.
 BG2392
 BG2392.The orthometric height was determined by differential leveling
 BG2392.and adjusted by the National Geodetic Survey in June 1991..
 BG2392
 BG2392.The geoid height was determined by GEOID03.
 BG2392
 BG2392.The dynamic height is computed by dividing the NAVD 88
 BG2392.geopotential number by the normal gravity value computed on the
 BG2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2392.degrees latitude (g = 980.6199 gals.).
 BG2392
 BG2392.The modeled gravity was interpolated from observed gravity values.
 BG2392
 BG2392;                    North         East    Units  Estimated Accuracy
 BG2392;SPC FL N     -   144,100.      450,840.      MT  (+/- 180 meters Scaled)
 BG2392
 BG2392                          SUPERSEDED SURVEY CONTROL
 BG2392
 BG2392.No superseded survey control is available for this station.
 BG2392
 BG2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU913513(NAD 83)
 BG2392_MARKER: DD = SURVEY DISK
 BG2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2392_STAMPING: 60 76 A28 RM NO1
 BG2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2392+STABILITY: SURFACE MOTION
 BG2392
 BG2392  HISTORY     - Date     Condition        Report By
 BG2392  HISTORY     - 1976     MONUMENTED       FLDT
 BG2392  HISTORY     - 1976     GOOD             FLDT
 BG2392  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2392
 BG2392                          STATION DESCRIPTION
 BG2392
 BG2392'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2392'10.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2392'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2392'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2392'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2392'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.65 MILES AND REFERENCE MARK.
 BG2392'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2392'WITH THE GROUND.  IT IS 96.0 FEET EAST OF POWER POLE, 48.4 FEET
 BG2392'NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.5 FEET SOUTHWEST OF A
 BG2392'METAL WITNESS POST.  SECTION 28, T 3S, R18W.
 BG2392
 BG2392                          STATION RECOVERY (1991)
 BG2392
 BG2392'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2329 ***********************************************************************
 BG2329  DESIGNATION -  60 76 A28 RM 2
 BG2329  PID         -  BG2329
 BG2329  STATE/COUNTY-  FL/WALTON
 BG2329  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2329
 BG2329                         *CURRENT SURVEY CONTROL
 BG2329  ___________________________________________________________________
 BG2329* NAD 83(1986)-  30 17 27.     (N)    086 03 02.     (W)     SCALED    
 BG2329* NAVD 88     -        11.355  (meters)      37.25   (feet)  ADJUSTED  
 BG2329  ___________________________________________________________________
 BG2329  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BG2329  DYNAMIC HT  -          11.340 (meters)      37.20  (feet)  COMP
 BG2329  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 BG2329
 BG2329  VERT ORDER  -  SECOND    CLASS II
 BG2329
 BG2329.The horizontal coordinates were scaled from a topographic map and have
 BG2329.an estimated accuracy of +/- 6 seconds.
 BG2329
 BG2329.The orthometric height was determined by differential leveling
 BG2329.and adjusted by the National Geodetic Survey in June 1991..
 BG2329
 BG2329.The geoid height was determined by GEOID03.
 BG2329
 BG2329.The dynamic height is computed by dividing the NAVD 88
 BG2329.geopotential number by the normal gravity value computed on the
 BG2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2329.degrees latitude (g = 980.6199 gals.).
 BG2329
 BG2329.The modeled gravity was interpolated from observed gravity values.
 BG2329
 BG2329;                    North         East    Units  Estimated Accuracy
 BG2329;SPC FL N     -   144,100.      450,840.      MT  (+/- 180 meters Scaled)
 BG2329
 BG2329                          SUPERSEDED SURVEY CONTROL
 BG2329
 BG2329.No superseded survey control is available for this station.
 BG2329
 BG2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU913513(NAD 83)
 BG2329_MARKER: DD = SURVEY DISK
 BG2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2329_STAMPING: 60 76 A28 RM NO2
 BG2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2329+STABILITY: SURFACE MOTION
 BG2329
 BG2329  HISTORY     - Date     Condition        Report By
 BG2329  HISTORY     - 1976     MONUMENTED       FLDT
 BG2329  HISTORY     - 1976     GOOD             FLDT
 BG2329  HISTORY     - 19910510 GOOD             USPSQD
 BG2329
 BG2329                          STATION DESCRIPTION
 BG2329
 BG2329'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2329'10.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2329'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2329'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2329'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2329'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.65 MILES AND REFERENCE MARK.
 BG2329'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2329'WITH THE GROUND.  IT IS 97.0 FEET NORTHWEST OF POWER POLE, 49.5 FEET
 BG2329'NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.4 FEET SOUTHWEST OF A
 BG2329'METAL WITNESS POST.  SECTION 28, T 3S, R 18W.
 BG2329
 BG2329                          STATION RECOVERY (1991)
 BG2329
 BG2329'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2370 ***********************************************************************
 BG2370  DESIGNATION -  60 76 A29
 BG2370  PID         -  BG2370
 BG2370  STATE/COUNTY-  FL/WALTON
 BG2370  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2370
 BG2370                         *CURRENT SURVEY CONTROL
 BG2370  ___________________________________________________________________
 BG2370* NAD 83(1990)-  30 17 13.84323(N)    086 02 25.45447(W)     ADJUSTED  
 BG2370* NAVD 88     -         9.075  (meters)      29.77   (feet)  ADJUSTED  
 BG2370  ___________________________________________________________________
 BG2370  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BG2370  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BG2370  DYNAMIC HT  -           9.064 (meters)      29.74  (feet)  COMP
 BG2370  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 BG2370
 BG2370  HORZ ORDER  -  SECOND
 BG2370  VERT ORDER  -  SECOND    CLASS II
 BG2370
 BG2370.The horizontal coordinates were established by classical geodetic methods
 BG2370.and adjusted by the National Geodetic Survey in May 1991..
 BG2370
 BG2370.The orthometric height was determined by differential leveling
 BG2370.and adjusted by the National Geodetic Survey in June 1991..
 BG2370
 BG2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2370
 BG2370.The geoid height was determined by GEOID03.
 BG2370
 BG2370.The dynamic height is computed by dividing the NAVD 88
 BG2370.geopotential number by the normal gravity value computed on the
 BG2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2370.degrees latitude (g = 980.6199 gals.).
 BG2370
 BG2370.The modeled gravity was interpolated from observed gravity values.
 BG2370
 BG2370;                    North         East     Units Scale Factor Converg.
 BG2370;SPC FL N     -   143,681.806   451,813.775   MT  0.99995061   -0 46 26.7
 BG2370;SPC FL N     -   471,396.06  1,482,325.69   sFT  0.99995061   -0 46 26.7
 BG2370;UTM  16      - 3,350,997.546   592,285.309   MT  0.99970507   +0 29 02.4
 BG2370
 BG2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2370!SPC FL N     -   1.00000291  x   0.99995061  =   0.99995352
 BG2370!UTM  16      -   1.00000291  x   0.99970507  =   0.99970798
 BG2370
 BG2370|---------------------------------------------------------------------|
 BG2370| PID    Reference Object                     Distance      Geod. Az  |
 BG2370|                                                           dddmmss.s |
 BG2370| BG2393 60 76 A29 RM 1                       16.136 METERS 12622     |
 BG2370| BG2330 60 76 A29 RM 2                       10.951 METERS 22825     |
 BG2370| BG2369 60 76 A28                           APPROX. 1.1 KM 2923215.1 |
 BG2370|---------------------------------------------------------------------|
 BG2370
 BG2370                          SUPERSEDED SURVEY CONTROL
 BG2370
 BG2370  NAD 83(1986)-  30 17 13.85559(N)    086 02 25.46334(W) AD(       ) 2
 BG2370  NAD 27      -  30 17 13.12971(N)    086 02 25.68327(W) AD(       ) 2
 BG2370  NGVD 29 (07/19/86)    9.27   (m)           30.4    (f) LEVELING    3  
 BG2370
 BG2370.Superseded values are not recommended for survey control.
 BG2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2370.See file dsdata.txt to determine how the superseded data were derived.
 BG2370
 BG2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9228550998(NAD 83)
 BG2370_MARKER: DD = SURVEY DISK
 BG2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2370_STAMPING: 60 76 A29
 BG2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2370+STABILITY: SURFACE MOTION
 BG2370
 BG2370  HISTORY     - Date     Condition        Report By
 BG2370  HISTORY     - 1976     MONUMENTED       FLDT
 BG2370  HISTORY     - 1976     GOOD             FLDT
 BG2370  HISTORY     - 19910510 GOOD             USPSQD
 BG2370  HISTORY     - 19980428 MARK NOT FOUND   USPSQD
 BG2370
 BG2370                          STATION DESCRIPTION
 BG2370
 BG2370'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2370'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2370'BEACH AND ABOUT 24 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON
 BG2370'THE SOUTH SIDE OF STATE ROUTE 30A.
 BG2370'
 BG2370'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2370'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2370'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2370'FOR 2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY
 BG2370'ON STATE ROUTE 30A FOR 2.05 MILES TO STATION ON THE LEFT.
 BG2370'
 BG2370'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2370'BRASS DISK, STAMPED 60 76 A29, SET IN THE TOP OF A ROUND CONCRETE
 BG2370'MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 20.0 FEET SOUTH
 BG2370'OF CENTERLINE OF STATE ROUTE 30A, 28.5 FEET NORTH OF A METAL
 BG2370'WITNESS POST, 35.0 FEET EAST OF CENTER OF A PRIVATE DRIVE AND
 BG2370'53.7 FEET NORTHWEST OF A POWER POLE.
 BG2370'
 BG2370'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2370'TRANSPORTATION BRASS DISK, STAMPED 60 76 A29 RM NO 1, SET IN THE
 BG2370'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2370'THE GROUND.  IT IS 1.4 FEET NORTH OF A METAL WITNESS POST, 15.0
 BG2370'FEET EAST OF CENTER OF PRIVATE DRIVEWAY AND 41.5 FEET SOUTH OF
 BG2370'CENTERLINE OF STATE ROUTE 30A.
 BG2370'
 BG2370'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2370'TRANSPORTATION BRASS DISK, STAMPED 60 76 A29 RM NO 2, SET IN THE
 BG2370'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2370'THE GROUND.  IT IS 1.0 FOOT NORTH OF A METAL WITNESS POST, 13.0
 BG2370'FEET WEST OF CENTER OF PRIVATE DRIVE AND 49.3 FEET SOUTH OF
 BG2370'CENTERLINE OF STATE ROUTE 30A.
 BG2370
 BG2370                          STATION RECOVERY (1976)
 BG2370
 BG2370'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2370'10.25 MI W FROM WEST PANAMA CITY BEACH.
 BG2370'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2370'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2370'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2370'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.05 MILES AND STATION MARK.
 BG2370'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW
 BG2370'THE GROUND.  IT IS 53.7 FEET NORTHWEST OF POWER POLE, 35.0 FEET EAST
 BG2370'OF CENTER OF PRIVATE DRIVE, 28.5 FEET NORTH OF A METAL WITNESS POST
 BG2370'AND 20.0 FEET SOUTH OF CENTER OF STATE ROUTE 30A.  SECTION 27, T 3S, R
 BG2370'18W.
 BG2370
 BG2370                          STATION RECOVERY (1991)
 BG2370
 BG2370'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2370'RECOVERED IN GOOD CONDITION.
 BG2370
 BG2370                          STATION RECOVERY (1998)
 BG2370
 BG2370'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2393 ***********************************************************************
 BG2393  DESIGNATION -  60 76 A29 RM 1
 BG2393  PID         -  BG2393
 BG2393  STATE/COUNTY-  FL/WALTON
 BG2393  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2393
 BG2393                         *CURRENT SURVEY CONTROL
 BG2393  ___________________________________________________________________
 BG2393* NAD 83(1986)-  30 17 14.     (N)    086 02 25.     (W)     SCALED    
 BG2393* NAVD 88     -         8.864  (meters)      29.08   (feet)  ADJUSTED  
 BG2393  ___________________________________________________________________
 BG2393  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BG2393  DYNAMIC HT  -           8.853 (meters)      29.05  (feet)  COMP
 BG2393  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 BG2393
 BG2393  VERT ORDER  -  SECOND    CLASS II
 BG2393
 BG2393.The horizontal coordinates were scaled from a topographic map and have
 BG2393.an estimated accuracy of +/- 6 seconds.
 BG2393
 BG2393.The orthometric height was determined by differential leveling
 BG2393.and adjusted by the National Geodetic Survey in June 1991..
 BG2393
 BG2393.The geoid height was determined by GEOID03.
 BG2393
 BG2393.The dynamic height is computed by dividing the NAVD 88
 BG2393.geopotential number by the normal gravity value computed on the
 BG2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2393.degrees latitude (g = 980.6199 gals.).
 BG2393
 BG2393.The modeled gravity was interpolated from observed gravity values.
 BG2393
 BG2393;                    North         East    Units  Estimated Accuracy
 BG2393;SPC FL N     -   143,690.      451,830.      MT  (+/- 180 meters Scaled)
 BG2393
 BG2393                          SUPERSEDED SURVEY CONTROL
 BG2393
 BG2393.No superseded survey control is available for this station.
 BG2393
 BG2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU922510(NAD 83)
 BG2393_MARKER: DD = SURVEY DISK
 BG2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2393_STAMPING: 60 76 A29 RM NO1
 BG2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2393+STABILITY: SURFACE MOTION
 BG2393
 BG2393  HISTORY     - Date     Condition        Report By
 BG2393  HISTORY     - 1976     MONUMENTED       FLDT
 BG2393  HISTORY     - 1976     GOOD             FLDT
 BG2393  HISTORY     - 19910510 GOOD             USPSQD
 BG2393
 BG2393                          STATION DESCRIPTION
 BG2393
 BG2393'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2393'10.25 MI W FROM WEST PANAMA CITY BEACH.
 BG2393'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2393'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2393'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2393'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.05 MILES AND REFERENCE MARK.
 BG2393'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2393'WITH THE GROUND.  IT IS 41.5 FEET SOUTH OF CENTER OF STATE ROUTE 30A,
 BG2393'15.0 FEET EAST OF CENTER OF PRIVATE DRIVE AND 1.4 FEET NORTH OF A
 BG2393'METAL WITNESS POST.  SECTION 27, T 3S, R 18W.
 BG2393
 BG2393                          STATION RECOVERY (1991)
 BG2393
 BG2393'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2330 ***********************************************************************
 BG2330  DESIGNATION -  60 76 A29 RM 2
 BG2330  PID         -  BG2330
 BG2330  STATE/COUNTY-  FL/WALTON
 BG2330  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2330
 BG2330                         *CURRENT SURVEY CONTROL
 BG2330  ___________________________________________________________________
 BG2330* NAD 83(1986)-  30 17 14.     (N)    086 02 25.     (W)     SCALED    
 BG2330* NAVD 88     -         8.990  (meters)      29.49   (feet)  ADJUSTED  
 BG2330  ___________________________________________________________________
 BG2330  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BG2330  DYNAMIC HT  -           8.978 (meters)      29.46  (feet)  COMP
 BG2330  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 BG2330
 BG2330  VERT ORDER  -  SECOND    CLASS II
 BG2330
 BG2330.The horizontal coordinates were scaled from a topographic map and have
 BG2330.an estimated accuracy of +/- 6 seconds.
 BG2330
 BG2330.The orthometric height was determined by differential leveling
 BG2330.and adjusted by the National Geodetic Survey in June 1991..
 BG2330
 BG2330.The geoid height was determined by GEOID03.
 BG2330
 BG2330.The dynamic height is computed by dividing the NAVD 88
 BG2330.geopotential number by the normal gravity value computed on the
 BG2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2330.degrees latitude (g = 980.6199 gals.).
 BG2330
 BG2330.The modeled gravity was interpolated from observed gravity values.
 BG2330
 BG2330;                    North         East    Units  Estimated Accuracy
 BG2330;SPC FL N     -   143,690.      451,830.      MT  (+/- 180 meters Scaled)
 BG2330
 BG2330                          SUPERSEDED SURVEY CONTROL
 BG2330
 BG2330.No superseded survey control is available for this station.
 BG2330
 BG2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU922510(NAD 83)
 BG2330_MARKER: DD = SURVEY DISK
 BG2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2330_STAMPING: 60 76 A29 RM NO2
 BG2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2330+STABILITY: SURFACE MOTION
 BG2330
 BG2330  HISTORY     - Date     Condition        Report By
 BG2330  HISTORY     - 1976     MONUMENTED       FLDT
 BG2330  HISTORY     - 1976     GOOD             FLDT
 BG2330  HISTORY     - 19910510 GOOD             USPSQD
 BG2330
 BG2330                          STATION DESCRIPTION
 BG2330
 BG2330'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2330'10.25 MI W FROM WEST PANAMA CITY BEACH.
 BG2330'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2330'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2330'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2330'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.05 MILES AND REFERENCE MARK.
 BG2330'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2330'WITH THE GROUND.  IT IS 49.3 FEET SOUTH OF CENTER OF STATE ROUTE 30A,
 BG2330'13.0 FEET WEST OF CENTER OF PRIVATE DRIVE AND 1.0 FOOT NORTH OF A
 BG2330'METAL WITNESS POST.  SECTION 27, T 3S, R18W.
 BG2330
 BG2330                          STATION RECOVERY (1991)
 BG2330
 BG2330'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2371 ***********************************************************************
 BG2371  DESIGNATION -  60 76 A30
 BG2371  PID         -  BG2371
 BG2371  STATE/COUNTY-  FL/WALTON
 BG2371  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2371
 BG2371                         *CURRENT SURVEY CONTROL
 BG2371  ___________________________________________________________________
 BG2371* NAD 83(1990)-  30 17 12.86502(N)    086 02 04.46000(W)     ADJUSTED  
 BG2371* NAVD 88     -         9.277  (meters)      30.44   (feet)  ADJUSTED  
 BG2371  ___________________________________________________________________
 BG2371  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BG2371  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BG2371  DYNAMIC HT  -           9.265 (meters)      30.40  (feet)  COMP
 BG2371  MODELED GRAV-     979,325.0   (mgal)                       NAVD 88
 BG2371
 BG2371  HORZ ORDER  -  SECOND
 BG2371  VERT ORDER  -  SECOND    CLASS II
 BG2371
 BG2371.The horizontal coordinates were established by classical geodetic methods
 BG2371.and adjusted by the National Geodetic Survey in May 1991..
 BG2371
 BG2371.The orthometric height was determined by differential leveling
 BG2371.and adjusted by the National Geodetic Survey in June 1991..
 BG2371
 BG2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2371
 BG2371.The geoid height was determined by GEOID03.
 BG2371
 BG2371.The dynamic height is computed by dividing the NAVD 88
 BG2371.geopotential number by the normal gravity value computed on the
 BG2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2371.degrees latitude (g = 980.6199 gals.).
 BG2371
 BG2371.The modeled gravity was interpolated from observed gravity values.
 BG2371
 BG2371;                    North         East     Units Scale Factor Converg.
 BG2371;SPC FL N     -   143,644.123   452,374.352   MT  0.99995060   -0 46 16.2
 BG2371;SPC FL N     -   471,272.43  1,484,164.85   sFT  0.99995060   -0 46 16.2
 BG2371;UTM  16      - 3,350,972.186   592,846.441   MT  0.99970635   +0 29 12.9
 BG2371
 BG2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2371!SPC FL N     -   1.00000288  x   0.99995060  =   0.99995348
 BG2371!UTM  16      -   1.00000288  x   0.99970635  =   0.99970923
 BG2371
 BG2371|---------------------------------------------------------------------|
 BG2371| PID    Reference Object                     Distance      Geod. Az  |
 BG2371|                                                           dddmmss.s |
 BG2371| BG2394 60 76 A30 RM 1                       12.279 METERS 10605     |
 BG2371| BG2370 60 76 A29                           APPROX. 0.6 KM 2730428.8 |
 BG2371| BG2331 60 76 A30 RM 2                       10.438 METERS 28044     |
 BG2371|---------------------------------------------------------------------|
 BG2371
 BG2371                          SUPERSEDED SURVEY CONTROL
 BG2371
 BG2371  NAD 83(1986)-  30 17 12.87732(N)    086 02 04.46885(W) AD(       ) 2
 BG2371  NAD 27      -  30 17 12.15170(N)    086 02 04.68931(W) AD(       ) 2
 BG2371  NGVD 29 (07/19/86)    9.47   (m)           31.1    (f) LEVELING    3  
 BG2371
 BG2371.Superseded values are not recommended for survey control.
 BG2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2371.See file dsdata.txt to determine how the superseded data were derived.
 BG2371
 BG2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9284650972(NAD 83)
 BG2371_MARKER: DD = SURVEY DISK
 BG2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2371_STAMPING: 60 76 A30
 BG2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2371+STABILITY: SURFACE MOTION
 BG2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2371+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 BG2371
 BG2371  HISTORY     - Date     Condition        Report By
 BG2371  HISTORY     - 1976     MONUMENTED       FLDT
 BG2371  HISTORY     - 1976     GOOD             FLDT
 BG2371  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2371  HISTORY     - 19980428 GOOD             USPSQD
 BG2371  HISTORY     - 20051105 GOOD             PELA
 BG2371
 BG2371                          STATION DESCRIPTION
 BG2371
 BG2371'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2371'STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2371'AND ABOUT 23-1/2 MILES WEST-NORTHWEST OF PANAMA CITY ON THE NORTH
 BG2371'SIDE OF STATE ROUTE 30A.
 BG2371'
 BG2371'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2371'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2371'TO U.S. ROUTE 98, TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2371'2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY ON
 BG2371'STATE ROUTE 30A FOR 1.65 MILES TO STATION ON THE RIGHT ON THE
 BG2371'OUTSIDE OF A CURVE.
 BG2371'
 BG2371'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2371'RESOURCES BRASS DISK, STAMPED 60 76 A30, SET IN THE TOP OF A
 BG2371'ROUND CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND.  IT IS
 BG2371'2.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 52.0 FEET
 BG2371'NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND 94.0 FEET
 BG2371'EAST OF A POWER POLE.
 BG2371'
 BG2371'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2371'TRANSPORTATION BRASS DISK, STAMPED 60 76 A30 RM NO 1, SET IN THE
 BG2371'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2371'THE GROUND.  IT IS 1.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2371'POST, 52.0 FEET NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A
 BG2371'AND 113.0 FEET WEST-NORTHWEST OF A POWER POLE.
 BG2371'
 BG2371'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2371'TRANSPORTATION BRASS DISK, STAMPED 60 76 A30 RM NO 2, SET IN THE
 BG2371'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2371'THE GROUND.  IT IS 1.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2371'POST, 49.0 FEET NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A
 BG2371'AND 60.0 FEET EAST OF A POWER POLE.
 BG2371
 BG2371                          STATION RECOVERY (1976)
 BG2371
 BG2371'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2371'9.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2371'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2371'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2371'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2371'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.65 MILES AND STATION MARK.
 BG2371'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 8 INCHES BELOW
 BG2371'THE GROUND.  IT IS 94.0 FEET EAST OF POWER POLE, 52.0 FEET
 BG2371'NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A AND 2.4 FEET
 BG2371'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 27, T 3S, R 18W.
 BG2371
 BG2371                          STATION RECOVERY (1991)
 BG2371
 BG2371'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2371'MARK NOT FOUND.
 BG2371
 BG2371                          STATION RECOVERY (1998)
 BG2371
 BG2371'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2371'RECOVERED IN GOOD CONDITION.
 BG2371
 BG2371                          STATION RECOVERY (2005)
 BG2371
 BG2371'RECOVERY NOTE BY FUGRO PELAGOS INC 2005 (JWC)
 BG2371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2394 ***********************************************************************
 BG2394  DESIGNATION -  60 76 A30 RM 1
 BG2394  PID         -  BG2394
 BG2394  STATE/COUNTY-  FL/WALTON
 BG2394  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2394
 BG2394                         *CURRENT SURVEY CONTROL
 BG2394  ___________________________________________________________________
 BG2394* NAD 83(1986)-  30 17 13.     (N)    086 02 04.     (W)     SCALED    
 BG2394* NAVD 88     -         9.506  (meters)      31.19   (feet)  ADJUSTED  
 BG2394  ___________________________________________________________________
 BG2394  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BG2394  DYNAMIC HT  -           9.494 (meters)      31.15  (feet)  COMP
 BG2394  MODELED GRAV-     979,325.0   (mgal)                       NAVD 88
 BG2394
 BG2394  VERT ORDER  -  SECOND    CLASS II
 BG2394
 BG2394.The horizontal coordinates were scaled from a topographic map and have
 BG2394.an estimated accuracy of +/- 6 seconds.
 BG2394
 BG2394.The orthometric height was determined by differential leveling
 BG2394.and adjusted by the National Geodetic Survey in June 1991..
 BG2394
 BG2394.The geoid height was determined by GEOID03.
 BG2394
 BG2394.The dynamic height is computed by dividing the NAVD 88
 BG2394.geopotential number by the normal gravity value computed on the
 BG2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2394.degrees latitude (g = 980.6199 gals.).
 BG2394
 BG2394.The modeled gravity was interpolated from observed gravity values.
 BG2394
 BG2394;                    North         East    Units  Estimated Accuracy
 BG2394;SPC FL N     -   143,650.      452,390.      MT  (+/- 180 meters Scaled)
 BG2394
 BG2394                          SUPERSEDED SURVEY CONTROL
 BG2394
 BG2394.No superseded survey control is available for this station.
 BG2394
 BG2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU928509(NAD 83)
 BG2394_MARKER: DD = SURVEY DISK
 BG2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2394_STAMPING: 60 76 A30 RM NO1
 BG2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2394+STABILITY: SURFACE MOTION
 BG2394
 BG2394  HISTORY     - Date     Condition        Report By
 BG2394  HISTORY     - 1976     MONUMENTED       FLDT
 BG2394  HISTORY     - 1976     GOOD             FLDT
 BG2394  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2394
 BG2394                          STATION DESCRIPTION
 BG2394
 BG2394'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2394'9.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2394'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2394'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2394'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2394'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.65 MILES AND REFERENCE MARK.
 BG2394'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2394'WITH THE GROUND.  IT IS 113.0 FEET WEST-NORTHWEST OF A POWER POLE,
 BG2394'52.0 FEET NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A. SECTION 27, T
 BG2394'3S, R 18W.
 BG2394
 BG2394                          STATION RECOVERY (1991)
 BG2394
 BG2394'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2331 ***********************************************************************
 BG2331  DESIGNATION -  60 76 A30 RM 2
 BG2331  PID         -  BG2331
 BG2331  STATE/COUNTY-  FL/WALTON
 BG2331  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2331
 BG2331                         *CURRENT SURVEY CONTROL
 BG2331  ___________________________________________________________________
 BG2331* NAD 83(1986)-  30 17 13.     (N)    086 02 04.     (W)     SCALED    
 BG2331* NAVD 88     -         9.415  (meters)      30.89   (feet)  ADJUSTED  
 BG2331  ___________________________________________________________________
 BG2331  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BG2331  DYNAMIC HT  -           9.403 (meters)      30.85  (feet)  COMP
 BG2331  MODELED GRAV-     979,325.0   (mgal)                       NAVD 88
 BG2331
 BG2331  VERT ORDER  -  SECOND    CLASS II
 BG2331
 BG2331.The horizontal coordinates were scaled from a topographic map and have
 BG2331.an estimated accuracy of +/- 6 seconds.
 BG2331
 BG2331.The orthometric height was determined by differential leveling
 BG2331.and adjusted by the National Geodetic Survey in June 1991..
 BG2331
 BG2331.The geoid height was determined by GEOID03.
 BG2331
 BG2331.The dynamic height is computed by dividing the NAVD 88
 BG2331.geopotential number by the normal gravity value computed on the
 BG2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2331.degrees latitude (g = 980.6199 gals.).
 BG2331
 BG2331.The modeled gravity was interpolated from observed gravity values.
 BG2331
 BG2331;                    North         East    Units  Estimated Accuracy
 BG2331;SPC FL N     -   143,650.      452,390.      MT  (+/- 180 meters Scaled)
 BG2331
 BG2331                          SUPERSEDED SURVEY CONTROL
 BG2331
 BG2331.No superseded survey control is available for this station.
 BG2331
 BG2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU928509(NAD 83)
 BG2331_MARKER: DD = SURVEY DISK
 BG2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2331_STAMPING: 60 76 A30 RM NO2
 BG2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2331+STABILITY: SURFACE MOTION
 BG2331
 BG2331  HISTORY     - Date     Condition        Report By
 BG2331  HISTORY     - 1976     MONUMENTED       FLDT
 BG2331  HISTORY     - 1976     GOOD             FLDT
 BG2331  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2331
 BG2331                          STATION DESCRIPTION
 BG2331
 BG2331'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2331'9.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2331'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2331'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2331'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2331'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.65 MILES AND REFERENCE MARK.
 BG2331'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2331'WITH THE GROUND.  IT IS 60.0 FEET EAST OF POWER POLE, 49.0 FEET
 BG2331'NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.9 FEET
 BG2331'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 27, T 3S, R 18W.
 BG2331
 BG2331                          STATION RECOVERY (1991)
 BG2331
 BG2331'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2372 ***********************************************************************
 BG2372  DESIGNATION -  60 76 A31
 BG2372  PID         -  BG2372
 BG2372  STATE/COUNTY-  FL/WALTON
 BG2372  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2372
 BG2372                         *CURRENT SURVEY CONTROL
 BG2372  ___________________________________________________________________
 BG2372* NAD 83(1990)-  30 16 58.90497(N)    086 01 28.45180(W)     ADJUSTED  
 BG2372* NAVD 88     -         9.722  (meters)      31.90   (feet)  ADJUSTED  
 BG2372  ___________________________________________________________________
 BG2372  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BG2372  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2372  DYNAMIC HT  -           9.709 (meters)      31.85  (feet)  COMP
 BG2372  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 BG2372
 BG2372  HORZ ORDER  -  SECOND
 BG2372  VERT ORDER  -  SECOND    CLASS II
 BG2372
 BG2372.The horizontal coordinates were established by classical geodetic methods
 BG2372.and adjusted by the National Geodetic Survey in May 1991..
 BG2372
 BG2372.The orthometric height was determined by differential leveling
 BG2372.and adjusted by the National Geodetic Survey in June 1991..
 BG2372
 BG2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2372
 BG2372.The geoid height was determined by GEOID03.
 BG2372
 BG2372.The dynamic height is computed by dividing the NAVD 88
 BG2372.geopotential number by the normal gravity value computed on the
 BG2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2372.degrees latitude (g = 980.6199 gals.).
 BG2372
 BG2372.The modeled gravity was interpolated from observed gravity values.
 BG2372
 BG2372;                    North         East     Units Scale Factor Converg.
 BG2372;SPC FL N     -   143,201.392   453,330.765   MT  0.99995046   -0 45 58.1
 BG2372;SPC FL N     -   469,819.90  1,487,302.68   sFT  0.99995046   -0 45 58.1
 BG2372;UTM  16      - 3,350,550.663   593,812.109   MT  0.99970857   +0 29 30.9
 BG2372
 BG2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2372!SPC FL N     -   1.00000281  x   0.99995046  =   0.99995327
 BG2372!UTM  16      -   1.00000281  x   0.99970857  =   0.99971138
 BG2372
 BG2372|---------------------------------------------------------------------|
 BG2372| PID    Reference Object                     Distance      Geod. Az  |
 BG2372|                                                           dddmmss.s |
 BG2372| BG2395 60 76 A31 RM 1                       10.185 METERS 12610     |
 BG2372| BG2332 60 76 A31 RM 2                       11.275 METERS 28231     |
 BG2372| BG2371 60 76 A30                           APPROX. 1.1 KM 2940425.1 |
 BG2372|---------------------------------------------------------------------|
 BG2372
 BG2372                          SUPERSEDED SURVEY CONTROL
 BG2372
 BG2372  NAD 83(1986)-  30 16 58.91716(N)    086 01 28.46068(W) AD(       ) 2
 BG2372  NAD 27      -  30 16 58.19157(N)    086 01 28.68195(W) AD(       ) 2
 BG2372  NGVD 29 (07/19/86)    9.91   (m)           32.5    (f) LEVELING    3  
 BG2372
 BG2372.Superseded values are not recommended for survey control.
 BG2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2372.See file dsdata.txt to determine how the superseded data were derived.
 BG2372
 BG2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9381250551(NAD 83)
 BG2372_MARKER: DD = SURVEY DISK
 BG2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2372_STAMPING: 60 76 A31
 BG2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2372+STABILITY: SURFACE MOTION
 BG2372
 BG2372  HISTORY     - Date     Condition        Report By
 BG2372  HISTORY     - 1976     MONUMENTED       FLDT
 BG2372  HISTORY     - 1976     GOOD             FLDT
 BG2372  HISTORY     - 19910510 GOOD             USPSQD
 BG2372
 BG2372                          STATION DESCRIPTION
 BG2372
 BG2372'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2372'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2372'BEACH AND ABOUT 23 MILES WEST-NORTHWEST OF PANAMA CITY ON THE
 BG2372'SOUTH SIDE OF STATE ROUTE 30A.
 BG2372'
 BG2372'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2372'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2372'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2372'FOR 2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY
 BG2372'ON STATE ROUTE 30A FOR 1 MILE TO STATION ON THE LEFT.
 BG2372'
 BG2372'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2372'RESOURCES BRASS DISK, STAMPED 60 76 A31, SET IN THE TOP OF A
 BG2372'ROUND CONCRETE MONUMENT THAT IS 5 INCHES BELOW THE GROUND.  IT IS
 BG2372'5.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 6.4 FEET
 BG2372'NORTH-NORTHEAST OF A POWER POLE AND 36.0 FEET SOUTH-SOUTHWEST OF
 BG2372'CENTERLINE OF STATE ROUTE 30A.
 BG2372'
 BG2372'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2372'TRANSPORTATION BRASS DISK, STAMPED 60 76 A31 RM NO 1 SET IN THE
 BG2372'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2372'THE GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2372'POST, 32.0 FEET EAST-SOUTHEAST OF A POWER POLE AND 43.5 FEET
 BG2372'SOUTH-SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A.
 BG2372'
 BG2372'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2372'TRANSPORTATION BRASS DISK, STAMPED 60 76 A31 RM NO 2, SET IN THE
 BG2372'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2372'THE GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2372'POST, 35.8 FEET NORTHWEST OF A POWER POLE AND 42.7 FEET
 BG2372'SOUTH-SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A.
 BG2372
 BG2372                          STATION RECOVERY (1976)
 BG2372
 BG2372'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2372'9.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2372'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2372'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2372'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2372'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.0 MILE AND STATION MARK. WHICH
 BG2372'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 5 INCHES BELOW THE
 BG2372'GROUND.  IT IS 36.0 FEET SOUTH-SOUTHWEST OF CENTER OF STATE ROUTE 30A,
 BG2372'6.4 FEET NORTH-NORTHEAST OF A POWER POLE AND 5.6 FEET NORTH-NORTHEAST
 BG2372'OF A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2372
 BG2372                          STATION RECOVERY (1991)
 BG2372
 BG2372'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2395 ***********************************************************************
 BG2395  DESIGNATION -  60 76 A31 RM 1
 BG2395  PID         -  BG2395
 BG2395  STATE/COUNTY-  FL/WALTON
 BG2395  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2395
 BG2395                         *CURRENT SURVEY CONTROL
 BG2395  ___________________________________________________________________
 BG2395* NAD 83(1986)-  30 16 59.     (N)    086 01 28.     (W)     SCALED    
 BG2395* NAVD 88     -         9.907  (meters)      32.50   (feet)  ADJUSTED  
 BG2395  ___________________________________________________________________
 BG2395  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2395  DYNAMIC HT  -           9.894 (meters)      32.46  (feet)  COMP
 BG2395  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 BG2395
 BG2395  VERT ORDER  -  SECOND    CLASS II
 BG2395
 BG2395.The horizontal coordinates were scaled from a topographic map and have
 BG2395.an estimated accuracy of +/- 6 seconds.
 BG2395
 BG2395.The orthometric height was determined by differential leveling
 BG2395.and adjusted by the National Geodetic Survey in June 1991..
 BG2395
 BG2395.The geoid height was determined by GEOID03.
 BG2395
 BG2395.The dynamic height is computed by dividing the NAVD 88
 BG2395.geopotential number by the normal gravity value computed on the
 BG2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2395.degrees latitude (g = 980.6199 gals.).
 BG2395
 BG2395.The modeled gravity was interpolated from observed gravity values.
 BG2395
 BG2395;                    North         East    Units  Estimated Accuracy
 BG2395;SPC FL N     -   143,200.      453,340.      MT  (+/- 180 meters Scaled)
 BG2395
 BG2395                          SUPERSEDED SURVEY CONTROL
 BG2395
 BG2395.No superseded survey control is available for this station.
 BG2395
 BG2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU938505(NAD 83)
 BG2395_MARKER: DD = SURVEY DISK
 BG2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2395_STAMPING: 60 76 A31 RM NO1
 BG2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2395+STABILITY: SURFACE MOTION
 BG2395
 BG2395  HISTORY     - Date     Condition        Report By
 BG2395  HISTORY     - 1976     MONUMENTED       FLDT
 BG2395  HISTORY     - 1976     GOOD             FLDT
 BG2395  HISTORY     - 19910510 GOOD             USPSQD
 BG2395
 BG2395                          STATION DESCRIPTION
 BG2395
 BG2395'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2395'9.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2395'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2395'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2395'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2395'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.0 MILE AND REFERENCE MARK.
 BG2395'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH
 BG2395'BELOW THE GROUND.  IT IS 43.5 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2395'ROUTE 30A, 32.0 FEET EAST-SOUTHEAST OF A POWER POLE AND 1.5 FEET
 BG2395'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2395
 BG2395                          STATION RECOVERY (1991)
 BG2395
 BG2395'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2332 ***********************************************************************
 BG2332  DESIGNATION -  60 76 A31 RM 2
 BG2332  PID         -  BG2332
 BG2332  STATE/COUNTY-  FL/WALTON
 BG2332  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2332
 BG2332                         *CURRENT SURVEY CONTROL
 BG2332  ___________________________________________________________________
 BG2332* NAD 83(1986)-  30 16 59.     (N)    086 01 28.     (W)     SCALED    
 BG2332* NAVD 88     -         9.887  (meters)      32.44   (feet)  ADJUSTED  
 BG2332  ___________________________________________________________________
 BG2332  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2332  DYNAMIC HT  -           9.874 (meters)      32.39  (feet)  COMP
 BG2332  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 BG2332
 BG2332  VERT ORDER  -  SECOND    CLASS II
 BG2332
 BG2332.The horizontal coordinates were scaled from a topographic map and have
 BG2332.an estimated accuracy of +/- 6 seconds.
 BG2332
 BG2332.The orthometric height was determined by differential leveling
 BG2332.and adjusted by the National Geodetic Survey in June 1991..
 BG2332
 BG2332.The geoid height was determined by GEOID03.
 BG2332
 BG2332.The dynamic height is computed by dividing the NAVD 88
 BG2332.geopotential number by the normal gravity value computed on the
 BG2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2332.degrees latitude (g = 980.6199 gals.).
 BG2332
 BG2332.The modeled gravity was interpolated from observed gravity values.
 BG2332
 BG2332;                    North         East    Units  Estimated Accuracy
 BG2332;SPC FL N     -   143,200.      453,340.      MT  (+/- 180 meters Scaled)
 BG2332
 BG2332                          SUPERSEDED SURVEY CONTROL
 BG2332
 BG2332.No superseded survey control is available for this station.
 BG2332
 BG2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU938505(NAD 83)
 BG2332_MARKER: DD = SURVEY DISK
 BG2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2332_STAMPING: 60 76 A31 RM NO2
 BG2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2332+STABILITY: SURFACE MOTION
 BG2332
 BG2332  HISTORY     - Date     Condition        Report By
 BG2332  HISTORY     - 1976     MONUMENTED       FLDT
 BG2332  HISTORY     - 1976     GOOD             FLDT
 BG2332  HISTORY     - 19910510 GOOD             USPSQD
 BG2332
 BG2332                          STATION DESCRIPTION
 BG2332
 BG2332'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2332'9.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2332'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2332'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2332'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2332'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.0 MILE AND REFERENCE MARK.
 BG2332'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH
 BG2332'BELOW THE GROUND.  IT IS 42.7 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2332'ROUTE 30A, 35.8 FEET NORTHWEST OF A POWER POLE AND 1.5 FEET
 BG2332'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2332
 BG2332                          STATION RECOVERY (1991)
 BG2332
 BG2332'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2373 ***********************************************************************
 BG2373  DESIGNATION -  60 76 A32
 BG2373  PID         -  BG2373
 BG2373  STATE/COUNTY-  FL/WALTON
 BG2373  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2373
 BG2373                         *CURRENT SURVEY CONTROL
 BG2373  ___________________________________________________________________
 BG2373* NAD 83(1990)-  30 16 43.54172(N)    086 00 44.21860(W)     ADJUSTED  
 BG2373* NAVD 88     -         9.490  (meters)      31.14   (feet)  ADJUSTED  
 BG2373  ___________________________________________________________________
 BG2373  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BG2373  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2373  DYNAMIC HT  -           9.477 (meters)      31.09  (feet)  COMP
 BG2373  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 BG2373
 BG2373  HORZ ORDER  -  SECOND
 BG2373  VERT ORDER  -  SECOND    CLASS II
 BG2373
 BG2373.The horizontal coordinates were established by classical geodetic methods
 BG2373.and adjusted by the National Geodetic Survey in May 1991..
 BG2373
 BG2373.The orthometric height was determined by differential leveling
 BG2373.and adjusted by the National Geodetic Survey in June 1991..
 BG2373
 BG2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2373
 BG2373.The geoid height was determined by GEOID03.
 BG2373
 BG2373.The dynamic height is computed by dividing the NAVD 88
 BG2373.geopotential number by the normal gravity value computed on the
 BG2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2373.degrees latitude (g = 980.6199 gals.).
 BG2373
 BG2373.The modeled gravity was interpolated from observed gravity values.
 BG2373
 BG2373;                    North         East     Units Scale Factor Converg.
 BG2373;SPC FL N     -   142,712.624   454,506.475   MT  0.99995032   -0 45 35.9
 BG2373;SPC FL N     -   468,216.33  1,491,159.99   sFT  0.99995032   -0 45 35.9
 BG2373;UTM  16      - 3,350,087.937   594,997.981   MT  0.99971133   +0 29 53.0
 BG2373
 BG2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2373!SPC FL N     -   1.00000284  x   0.99995032  =   0.99995316
 BG2373!UTM  16      -   1.00000284  x   0.99971133  =   0.99971417
 BG2373
 BG2373|---------------------------------------------------------------------|
 BG2373| PID    Reference Object                     Distance      Geod. Az  |
 BG2373|                                                           dddmmss.s |
 BG2373| BG2374 60 76 A33                           323.527 METERS 08913     |
 BG2373| BG2396 60 76 A32 RM 1                        8.675 METERS 11136     |
 BG2373| BG2333 60 76 A32 RM 2                       11.561 METERS 23656     |
 BG2373| BG2372 60 76 A31                           APPROX. 1.3 KM 2914849.5 |
 BG2373|---------------------------------------------------------------------|
 BG2373
 BG2373                          SUPERSEDED SURVEY CONTROL
 BG2373
 BG2373  NAD 83(1986)-  30 16 43.55377(N)    086 00 44.22751(W) AD(       ) 2
 BG2373  NAD 27      -  30 16 42.82820(N)    086 00 44.44985(W) AD(       ) 2
 BG2373  NGVD 29 (07/19/86)    9.68   (m)           31.8    (f) LEVELING    3  
 BG2373
 BG2373.Superseded values are not recommended for survey control.
 BG2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2373.See file dsdata.txt to determine how the superseded data were derived.
 BG2373
 BG2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9499850088(NAD 83)
 BG2373_MARKER: DD = SURVEY DISK
 BG2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2373_STAMPING: 60 76 A32
 BG2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2373+STABILITY: SURFACE MOTION
 BG2373
 BG2373  HISTORY     - Date     Condition        Report By
 BG2373  HISTORY     - 1976     MONUMENTED       FLDT
 BG2373  HISTORY     - 1976     GOOD             FLDT
 BG2373  HISTORY     - 19910510 GOOD             USPSQD
 BG2373  HISTORY     - 19970424 MARK NOT FOUND   USPSQD
 BG2373
 BG2373                          STATION DESCRIPTION
 BG2373
 BG2373'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2373'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2373'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE
 BG2373'SOUTH SIDE OF STATE ROUTE 30A ON THE OUTSIDE OF A CURVE.
 BG2373'
 BG2373'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2373'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2373'TO U.S. ROUTE 98, TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2373'2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY ON
 BG2373'STATE ROUTE 30A FOR 0.2 MILE TO STATION MARK ON THE LEFT.
 BG2373'
 BG2373'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2373'RESOURCES BRASS DISK, STAMPED 60 76 A32, SET IN THE TOP OF A
 BG2373'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT IS
 BG2373'10.9 FEET NORTHEAST OF A METAL WITNESS POST, 11.6 FEET NORTHEAST
 BG2373'OF A POWER POLE AND 18.0 FEET SOUTHWEST OF CENTERLINE OF STATE
 BG2373'ROUTE 30A.
 BG2373'
 BG2373'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2373'TRANSPORTATION BRASS DISK, STAMPED 60 76 A32 RM NO 1, SET IN THE
 BG2373'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2373'THE GROUND.  IT IS 2.2 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2373'POST, 26.4 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2373'28.4 FEET EAST-SOUTHEAST OF POWER POLE.
 BG2373'
 BG2373'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2373'TRANSPORTATION BRASS DISK, STAMPED 60 76 A32 RM NO 2, SET IN THE
 BG2373'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2373'THE GROUND.  IT IS 1.8 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2373'32.4 FEET WEST-NORTHWEST OF A POWER POLE AND 40.5 FEET SOUTHWEST
 BG2373'OF CENTERLINE OF STATE ROUTE 30A.
 BG2373
 BG2373                          STATION RECOVERY (1976)
 BG2373
 BG2373'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2373'8.4 MI W FROM WEST PANAMA CITY BEACH.
 BG2373'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2373'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2373'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2373'GO WEST ON STATE ROUTE 30A FOR ABOUT 0.2 MILE AND STATION MARK. WHICH
 BG2373'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW THE
 BG2373'GROUND.  IT IS 18.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A, 11.6
 BG2373'FEET NORTHEAST OF A POWER POLE AND 10.9 FEET NORTHEAST OF A METAL
 BG2373'WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2373
 BG2373                          STATION RECOVERY (1991)
 BG2373
 BG2373'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2373'RECOVERED IN GOOD CONDITION.
 BG2373
 BG2373                          STATION RECOVERY (1997)
 BG2373
 BG2373'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2396 ***********************************************************************
 BG2396  DESIGNATION -  60 76 A32 RM 1
 BG2396  PID         -  BG2396
 BG2396  STATE/COUNTY-  FL/WALTON
 BG2396  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2396
 BG2396                         *CURRENT SURVEY CONTROL
 BG2396  ___________________________________________________________________
 BG2396* NAD 83(1986)-  30 16 43.     (N)    086 00 44.     (W)     SCALED    
 BG2396* NAVD 88     -         9.145  (meters)      30.00   (feet)  ADJUSTED  
 BG2396  ___________________________________________________________________
 BG2396  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2396  DYNAMIC HT  -           9.133 (meters)      29.96  (feet)  COMP
 BG2396  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 BG2396
 BG2396  VERT ORDER  -  SECOND    CLASS II
 BG2396
 BG2396.The horizontal coordinates were scaled from a topographic map and have
 BG2396.an estimated accuracy of +/- 6 seconds.
 BG2396
 BG2396.The orthometric height was determined by differential leveling
 BG2396.and adjusted by the National Geodetic Survey in June 1991..
 BG2396
 BG2396.The geoid height was determined by GEOID03.
 BG2396
 BG2396.The dynamic height is computed by dividing the NAVD 88
 BG2396.geopotential number by the normal gravity value computed on the
 BG2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2396.degrees latitude (g = 980.6199 gals.).
 BG2396
 BG2396.The modeled gravity was interpolated from observed gravity values.
 BG2396
 BG2396;                    North         East    Units  Estimated Accuracy
 BG2396;SPC FL N     -   142,700.      454,510.      MT  (+/- 180 meters Scaled)
 BG2396
 BG2396                          SUPERSEDED SURVEY CONTROL
 BG2396
 BG2396.No superseded survey control is available for this station.
 BG2396
 BG2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU950500(NAD 83)
 BG2396_MARKER: DD = SURVEY DISK
 BG2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2396_STAMPING: 60 76 A32 RM NO1
 BG2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2396+STABILITY: SURFACE MOTION
 BG2396
 BG2396  HISTORY     - Date     Condition        Report By
 BG2396  HISTORY     - 1976     MONUMENTED       FLDT
 BG2396  HISTORY     - 1976     GOOD             FLDT
 BG2396  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2396
 BG2396                          STATION DESCRIPTION
 BG2396
 BG2396'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2396'8.4 MI W FROM WEST PANAMA CITY BEACH.
 BG2396'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2396'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2396'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2396'GO WEST ON STATE ROUTE 30A FOR ABOUT 0.2 MILE AND REFERENCE MARK.
 BG2396'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2396'WITH THE GROUND.  IT IS 28.4 FEET EAST-SOUTHEAST OF A POWER POLE, 26.4
 BG2396'FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A AND 2.2 FEET
 BG2396'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2396
 BG2396                          STATION RECOVERY (1991)
 BG2396
 BG2396'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2333 ***********************************************************************
 BG2333  DESIGNATION -  60 76 A32 RM 2
 BG2333  PID         -  BG2333
 BG2333  STATE/COUNTY-  FL/WALTON
 BG2333  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2333
 BG2333                         *CURRENT SURVEY CONTROL
 BG2333  ___________________________________________________________________
 BG2333* NAD 83(1986)-  30 16 43.     (N)    086 00 44.     (W)     SCALED    
 BG2333* NAVD 88     -         8.873  (meters)      29.11   (feet)  ADJUSTED  
 BG2333  ___________________________________________________________________
 BG2333  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2333  DYNAMIC HT  -           8.861 (meters)      29.07  (feet)  COMP
 BG2333  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BG2333
 BG2333  VERT ORDER  -  SECOND    CLASS II
 BG2333
 BG2333.The horizontal coordinates were scaled from a topographic map and have
 BG2333.an estimated accuracy of +/- 6 seconds.
 BG2333
 BG2333.The orthometric height was determined by differential leveling
 BG2333.and adjusted by the National Geodetic Survey in June 1991..
 BG2333
 BG2333.The geoid height was determined by GEOID03.
 BG2333
 BG2333.The dynamic height is computed by dividing the NAVD 88
 BG2333.geopotential number by the normal gravity value computed on the
 BG2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2333.degrees latitude (g = 980.6199 gals.).
 BG2333
 BG2333.The modeled gravity was interpolated from observed gravity values.
 BG2333
 BG2333;                    North         East    Units  Estimated Accuracy
 BG2333;SPC FL N     -   142,700.      454,510.      MT  (+/- 180 meters Scaled)
 BG2333
 BG2333                          SUPERSEDED SURVEY CONTROL
 BG2333
 BG2333.No superseded survey control is available for this station.
 BG2333
 BG2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU950500(NAD 83)
 BG2333_MARKER: DD = SURVEY DISK
 BG2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2333_STAMPING: 60 76 A32 RM NO2
 BG2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2333+STABILITY: SURFACE MOTION
 BG2333
 BG2333  HISTORY     - Date     Condition        Report By
 BG2333  HISTORY     - 1976     MONUMENTED       FLDT
 BG2333  HISTORY     - 1976     GOOD             FLDT
 BG2333  HISTORY     - 19910510 GOOD             USPSQD
 BG2333
 BG2333                          STATION DESCRIPTION
 BG2333
 BG2333'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2333'8.4 MI W FROM WEST PANAMA CITY BEACH.
 BG2333'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2333'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2333'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2333'GO WEST ON STATE ROUTE 30A FOR ABOUT 0.2 MILE AND REFERENCE MARK.
 BG2333'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2333'WITH THE GROUND.  IT IS 28.4 FEET EAST-SOUTHEAST OF POWER POLE, 26.4
 BG2333'FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A AND 2.2 FEET
 BG2333'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2333
 BG2333                          STATION RECOVERY (1991)
 BG2333
 BG2333'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2374 ***********************************************************************
 BG2374  DESIGNATION -  60 76 A33
 BG2374  PID         -  BG2374
 BG2374  STATE/COUNTY-  FL/WALTON
 BG2374  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2374
 BG2374                         *CURRENT SURVEY CONTROL
 BG2374  ___________________________________________________________________
 BG2374* NAD 83(1990)-  30 16 43.68411(N)    086 00 32.11462(W)     ADJUSTED  
 BG2374* NAVD 88     -         9.711  (meters)      31.86   (feet)  ADJUSTED  
 BG2374  ___________________________________________________________________
 BG2374  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BG2374  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2374  DYNAMIC HT  -           9.698 (meters)      31.82  (feet)  COMP
 BG2374  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 BG2374
 BG2374  HORZ ORDER  -  SECOND
 BG2374  VERT ORDER  -  SECOND    CLASS II
 BG2374
 BG2374.The horizontal coordinates were established by classical geodetic methods
 BG2374.and adjusted by the National Geodetic Survey in May 1991..
 BG2374
 BG2374.The orthometric height was determined by differential leveling
 BG2374.and adjusted by the National Geodetic Survey in June 1991..
 BG2374
 BG2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2374
 BG2374.The geoid height was determined by GEOID03.
 BG2374
 BG2374.The dynamic height is computed by dividing the NAVD 88
 BG2374.geopotential number by the normal gravity value computed on the
 BG2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2374.degrees latitude (g = 980.6199 gals.).
 BG2374
 BG2374.The modeled gravity was interpolated from observed gravity values.
 BG2374
 BG2374;                    North         East     Units Scale Factor Converg.
 BG2374;SPC FL N     -   142,712.723   454,829.986   MT  0.99995032   -0 45 29.8
 BG2374;SPC FL N     -   468,216.66  1,492,221.38   sFT  0.99995032   -0 45 29.8
 BG2374;UTM  16      - 3,350,095.137   595,321.335   MT  0.99971209   +0 29 59.1
 BG2374
 BG2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2374!SPC FL N     -   1.00000281  x   0.99995032  =   0.99995313
 BG2374!UTM  16      -   1.00000281  x   0.99971209  =   0.99971490
 BG2374
 BG2374|---------------------------------------------------------------------|
 BG2374| PID    Reference Object                     Distance      Geod. Az  |
 BG2374|                                                           dddmmss.s |
 BG2374| BG2397 60 76 A33 RM 1                       14.164 METERS 19727     |
 BG2374| BG2373 60 76 A32                           323.527 METERS 26913     |
 BG2374| BG2334 60 76 A33 RM 2                        9.545 METERS 27638     |
 BG2374| BG2375 60 76 A34                           APPROX. 0.5 KM 3150424.0 |
 BG2374|---------------------------------------------------------------------|
 BG2374
 BG2374                          SUPERSEDED SURVEY CONTROL
 BG2374
 BG2374  NAD 83(1986)-  30 16 43.69612(N)    086 00 32.12351(W) AD(       ) 2
 BG2374  NAD 27      -  30 16 42.97065(N)    086 00 32.34614(W) AD(       ) 2
 BG2374  NGVD 29 (07/19/86)    9.91   (m)           32.5    (f) LEVELING    3  
 BG2374
 BG2374.Superseded values are not recommended for survey control.
 BG2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2374.See file dsdata.txt to determine how the superseded data were derived.
 BG2374
 BG2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9532150095(NAD 83)
 BG2374_MARKER: DD = SURVEY DISK
 BG2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2374_STAMPING: 60 76 A33
 BG2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2374+STABILITY: SURFACE MOTION
 BG2374
 BG2374  HISTORY     - Date     Condition        Report By
 BG2374  HISTORY     - 1976     MONUMENTED       FLDT
 BG2374  HISTORY     - 1976     GOOD             FLDT
 BG2374  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2374  HISTORY     - 19970113 MARK NOT FOUND   USPSQD
 BG2374
 BG2374                          STATION DESCRIPTION
 BG2374
 BG2374'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2374'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2374'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE
 BG2374'SOUTH SIDE OF U.S. ROUTE 98, ON THE NORTH SIDE OF STATE ROUTE 30A.
 BG2374'
 BG2374'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2374'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2374'TO U.S. ROUTE 98, TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2374'2.2 MILES TO STATE ROUTE 30A, STATION IN THE Y OF INTERSECTION.
 BG2374'
 BG2374'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2374'RESOURCES BRASS DISK, STAMPED 60 76 A33, SET IN THE TOP OF A
 BG2374'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2374'12.1 FEET SOUTH OF SOUTHWEST END OF HEADWALL FOR A PIPE CULVERT,
 BG2374'13.8 FEET SOUTHEAST OF A METAL WITNESS POST, 14.2 FEET SOUTHEAST
 BG2374'OF A POWER POLE, 23.6 FEET NORTH OF CENTERLINE OF STATE ROUTE
 BG2374'30A AND 43.0 FEET SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2374'
 BG2374'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2374'TRANSPORTATION BRASS DISK, STAMPED 60 76 A33 RM NO 1 SET IN THE
 BG2374'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2374'THE GROUND.  IT IS 1.3 FEET NORTH OF A METAL WITNESS POST, 1.7
 BG2374'FEET NORTH OF A POWER POLE BRACE POLE AND 21.0 FEET SOUTH OF
 BG2374'CENTERLINE OF STATE ROUTE 30A.
 BG2374'
 BG2374'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2374'TRANSPORTATION BRASS DISK, STAMPED 60 76 A33 RM NO 2, SET IN THE
 BG2374'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 BG2374'THE GROUND.  IT IS 2.1 FEET SOUTH OF A METAL WITNESS POST, 2.9
 BG2374'FEET SOUTH OF A PALM TREE, 18.0 FEET WEST-SOUTHWEST OF A POWER
 BG2374'POLE AND 26.5 FEET NORTH OF CENTERLINE OF STATE ROUTE 30A.
 BG2374
 BG2374                          STATION RECOVERY (1976)
 BG2374
 BG2374'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2374'8.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2374'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2374'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2374'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A AND
 BG2374'STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BG2374'INCHES BELOW THE GROUND.  IT IS 43.0 FEET SOUTHWEST OF CENTER OF U.S.
 BG2374'ROUTE 98, 23.6 FEET NORTH OF CENTER OF STATE ROUTE 30A, 14.2 FEET
 BG2374'SOUTHEAST OF A POWER POLE, 13.8 FEET SOUTHEAST OF A METAL WITNESS POST
 BG2374'AND 12.1 FEET SOUTH OF SOUTHWEST END HEADWALL OF A CULVERT. SECTION
 BG2374'36, T 3S, R 18W.
 BG2374
 BG2374                          STATION RECOVERY (1991)
 BG2374
 BG2374'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2374'MARK NOT FOUND.
 BG2374
 BG2374                          STATION RECOVERY (1997)
 BG2374
 BG2374'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2397 ***********************************************************************
 BG2397  DESIGNATION -  60 76 A33 RM 1
 BG2397  PID         -  BG2397
 BG2397  STATE/COUNTY-  FL/WALTON
 BG2397  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2397
 BG2397                         *CURRENT SURVEY CONTROL
 BG2397  ___________________________________________________________________
 BG2397* NAD 83(1986)-  30 16 43.     (N)    086 00 32.     (W)     SCALED    
 BG2397* NAVD 88     -         9.488  (meters)      31.13   (feet)  ADJUSTED  
 BG2397  ___________________________________________________________________
 BG2397  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2397  DYNAMIC HT  -           9.475 (meters)      31.09  (feet)  COMP
 BG2397  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 BG2397
 BG2397  VERT ORDER  -  SECOND    CLASS II
 BG2397
 BG2397.The horizontal coordinates were scaled from a topographic map and have
 BG2397.an estimated accuracy of +/- 6 seconds.
 BG2397
 BG2397.The orthometric height was determined by differential leveling
 BG2397.and adjusted by the National Geodetic Survey in June 1991..
 BG2397
 BG2397.The geoid height was determined by GEOID03.
 BG2397
 BG2397.The dynamic height is computed by dividing the NAVD 88
 BG2397.geopotential number by the normal gravity value computed on the
 BG2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2397.degrees latitude (g = 980.6199 gals.).
 BG2397
 BG2397.The modeled gravity was interpolated from observed gravity values.
 BG2397
 BG2397;                    North         East    Units  Estimated Accuracy
 BG2397;SPC FL N     -   142,690.      454,830.      MT  (+/- 180 meters Scaled)
 BG2397
 BG2397                          SUPERSEDED SURVEY CONTROL
 BG2397
 BG2397.No superseded survey control is available for this station.
 BG2397
 BG2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU953500(NAD 83)
 BG2397_MARKER: DD = SURVEY DISK
 BG2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2397_STAMPING: 60 76 A33 RM NO1
 BG2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2397+STABILITY: SURFACE MOTION
 BG2397
 BG2397  HISTORY     - Date     Condition        Report By
 BG2397  HISTORY     - 1976     MONUMENTED       FLDT
 BG2397  HISTORY     - 1976     GOOD             FLDT
 BG2397  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2397
 BG2397                          STATION DESCRIPTION
 BG2397
 BG2397'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2397'8.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2397'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2397'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2397'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A AND
 BG2397'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2397'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 21.0 FEET SOUTH OF CENTER
 BG2397'OF STATE ROUTE 30A, 1.7 FEET NORTH OF A POWER POLE BRACE POLE AND 1.3
 BG2397'FEET NORTH OF A METAL WITNESS POST.  SECTION 36, T 3S, R18W.
 BG2397
 BG2397                          STATION RECOVERY (1991)
 BG2397
 BG2397'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2334 ***********************************************************************
 BG2334  DESIGNATION -  60 76 A33 RM 2
 BG2334  PID         -  BG2334
 BG2334  STATE/COUNTY-  FL/WALTON
 BG2334  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2334
 BG2334                         *CURRENT SURVEY CONTROL
 BG2334  ___________________________________________________________________
 BG2334* NAD 83(1986)-  30 16 43.     (N)    086 00 32.     (W)     SCALED    
 BG2334* NAVD 88     -         9.635  (meters)      31.61   (feet)  ADJUSTED  
 BG2334  ___________________________________________________________________
 BG2334  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2334  DYNAMIC HT  -           9.623 (meters)      31.57  (feet)  COMP
 BG2334  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 BG2334
 BG2334  VERT ORDER  -  SECOND    CLASS II
 BG2334
 BG2334.The horizontal coordinates were scaled from a topographic map and have
 BG2334.an estimated accuracy of +/- 6 seconds.
 BG2334
 BG2334.The orthometric height was determined by differential leveling
 BG2334.and adjusted by the National Geodetic Survey in June 1991..
 BG2334
 BG2334.The geoid height was determined by GEOID03.
 BG2334
 BG2334.The dynamic height is computed by dividing the NAVD 88
 BG2334.geopotential number by the normal gravity value computed on the
 BG2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2334.degrees latitude (g = 980.6199 gals.).
 BG2334
 BG2334.The modeled gravity was interpolated from observed gravity values.
 BG2334
 BG2334;                    North         East    Units  Estimated Accuracy
 BG2334;SPC FL N     -   142,690.      454,830.      MT  (+/- 180 meters Scaled)
 BG2334
 BG2334                          SUPERSEDED SURVEY CONTROL
 BG2334
 BG2334.No superseded survey control is available for this station.
 BG2334
 BG2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU953500(NAD 83)
 BG2334_MARKER: DD = SURVEY DISK
 BG2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2334_STAMPING: 60 76 A33 RM NO2
 BG2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2334+STABILITY: SURFACE MOTION
 BG2334
 BG2334  HISTORY     - Date     Condition        Report By
 BG2334  HISTORY     - 1976     MONUMENTED       FLDT
 BG2334  HISTORY     - 1976     GOOD             FLDT
 BG2334  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2334
 BG2334                          STATION DESCRIPTION
 BG2334
 BG2334'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2334'8.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2334'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2334'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2334'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A AND
 BG2334'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2334'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 26.5 FEET NORTH OF CENTER
 BG2334'OF STATE ROUTE 30A, 18.0 FEET WEST-SOUTHWEST OF A POWER POLE, 2.9 FEET
 BG2334'SOUTH OF A PALM TREE AND 2.1 FEET SOUTH OF A METAL WITNESS POST.
 BG2334'SECTION 36, T 3S, R18W.
 BG2334
 BG2334                          STATION RECOVERY (1991)
 BG2334
 BG2334'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2375 ***********************************************************************
 BG2375  DESIGNATION -  60 76 A34
 BG2375  PID         -  BG2375
 BG2375  STATE/COUNTY-  FL/WALTON
 BG2375  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2375
 BG2375                         *CURRENT SURVEY CONTROL
 BG2375  ___________________________________________________________________
 BG2375* NAD 83(1990)-  30 16 55.28308(N)    086 00 45.44517(W)     ADJUSTED  
 BG2375* NAVD 88     -        10.263  (meters)      33.67   (feet)  ADJUSTED  
 BG2375  ___________________________________________________________________
 BG2375  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BG2375  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2375  DYNAMIC HT  -          10.249 (meters)      33.63  (feet)  COMP
 BG2375  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 BG2375
 BG2375  HORZ ORDER  -  SECOND
 BG2375  VERT ORDER  -  SECOND    CLASS II
 BG2375
 BG2375.The horizontal coordinates were established by classical geodetic methods
 BG2375.and adjusted by the National Geodetic Survey in May 1991..
 BG2375
 BG2375.The orthometric height was determined by differential leveling
 BG2375.and adjusted by the National Geodetic Survey in June 1991..
 BG2375
 BG2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2375
 BG2375.The geoid height was determined by GEOID03.
 BG2375
 BG2375.The dynamic height is computed by dividing the NAVD 88
 BG2375.geopotential number by the normal gravity value computed on the
 BG2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2375.degrees latitude (g = 980.6199 gals.).
 BG2375
 BG2375.The modeled gravity was interpolated from observed gravity values.
 BG2375
 BG2375;                    North         East     Units Scale Factor Converg.
 BG2375;SPC FL N     -   143,074.569   454,478.494   MT  0.99995043   -0 45 36.5
 BG2375;SPC FL N     -   469,403.82  1,491,068.19   sFT  0.99995043   -0 45 36.5
 BG2375;UTM  16      - 3,350,449.094   594,962.069   MT  0.99971125   +0 29 52.5
 BG2375
 BG2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2375!SPC FL N     -   1.00000272  x   0.99995043  =   0.99995315
 BG2375!UTM  16      -   1.00000272  x   0.99971125  =   0.99971397
 BG2375
 BG2375:                Primary Azimuth Mark                     Grid Az
 BG2375:SPC FL N     -  60 76 A33                                135 49 53.8
 BG2375:UTM  16      -  60 76 A33                                134 34 24.8
 BG2375
 BG2375|---------------------------------------------------------------------|
 BG2375| PID    Reference Object                     Distance      Geod. Az  |
 BG2375|                                                           dddmmss.s |
 BG2375| BG2374 60 76 A33                           APPROX. 0.5 KM 1350417.3 |
 BG2375| BG2398 60 76 A34 RM 1                       13.431 METERS 19033     |
 BG2375| BG2335 60 76 A34 RM 2                       12.839 METERS 27313     |
 BG2375|---------------------------------------------------------------------|
 BG2375
 BG2375                          SUPERSEDED SURVEY CONTROL
 BG2375
 BG2375  NAD 83(1986)-  30 16 55.29512(N)    086 00 45.45400(W) AD(       ) 2
 BG2375  NAD 27      -  30 16 54.56993(N)    086 00 45.67631(W) AD(       ) 2
 BG2375  NGVD 29 (07/19/86)   10.46   (m)           34.3    (f) LEVELING    3  
 BG2375
 BG2375.Superseded values are not recommended for survey control.
 BG2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2375.See file dsdata.txt to determine how the superseded data were derived.
 BG2375
 BG2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9496250449(NAD 83)
 BG2375_MARKER: DD = SURVEY DISK
 BG2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2375_STAMPING: 60 76 A34
 BG2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2375+STABILITY: SURFACE MOTION
 BG2375
 BG2375  HISTORY     - Date     Condition        Report By
 BG2375  HISTORY     - 1976     MONUMENTED       FLDT
 BG2375  HISTORY     - 1976     GOOD             FLDT
 BG2375  HISTORY     - 19910510 GOOD             USPSQD
 BG2375  HISTORY     - 19970424 GOOD             USPSQD
 BG2375
 BG2375                          STATION DESCRIPTION
 BG2375
 BG2375'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2375'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2375'AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE SOUTHWEST
 BG2375'SIDE OF U.S. ROUTE 98.
 BG2375'
 BG2375'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2375'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2375'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2375'1.25 MILES TO WALTON-BAY COUNTY LINE.  CONTINUE WESTERLY ON
 BG2375'U.S. ROUTE 98 FOR 1.25 MILES TO STATION ON THE LEFT, ON THE
 BG2375'OUTSIDE OF A CURVE.
 BG2375'
 BG2375'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2375'RESOURCES BRASS DISK, STAMPED 60 76 A34, SET IN THE TOP OF A
 BG2375'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 BG2375'IS 4.6 FEET WEST-SOUTHWEST OF A HIGHWAY SIGN POST, 26.2 FEET
 BG2375'WEST-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98, 33.5 FEET
 BG2375'EAST-NORTHEAST OF A METAL WITNESS POST AND 72.4 FEET
 BG2375'WEST-SOUTHWEST AND ACROSS HIGHWAY OF A POWER POLE.
 BG2375'
 BG2375'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2375'TRANSPORTATION BRASS DISK, STAMPED 60 76 A34 RM NO 1, SET IN THE
 BG2375'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2375'THE GROUND.  IT IS 0.9 FOOT EAST-NORTHEAST OF A METAL WITNESS
 BG2375'POST, 47.4 FEET SOUTHWEST OF A HIGHWAY SIGN POST AND 58.6 FEET
 BG2375'WEST-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2375'
 BG2375'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2375'TRANSPORTATION BRASS DISK, STAMPED 60 76 A34 RM NO 2, SET IN THE
 BG2375'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2375'THE GROUND.  IT IS 1.1 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2375'45.4 FEET WEST OF A HIGHWAY SIGN POST AND 58.0 FEET
 BG2375'WEST-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2375
 BG2375                          STATION RECOVERY (1976)
 BG2375
 BG2375'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2375'8.5 MI W FROM WEST PANAMA CITY BEACH.
 BG2375'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2375'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2375'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2375'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES AND STATION
 BG2375'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES
 BG2375'BELOW THE GROUND.  IT IS 72.4 FEET WEST-SOUTHWEST AND ACROSS THE
 BG2375'HIGHWAY FROM POWER POLE, 33.5 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2375'26.2 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 4.6 FEET SOUTHWEST
 BG2375'OF A HIGHWAY SIGN POST.  SECTION 35, T 3S, R 18W.
 BG2375
 BG2375                          STATION RECOVERY (1991)
 BG2375
 BG2375'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2375'RECOVERED IN GOOD CONDITION.
 BG2375
 BG2375                          STATION RECOVERY (1997)
 BG2375
 BG2375'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2398 ***********************************************************************
 BG2398  DESIGNATION -  60 76 A34 RM 1
 BG2398  PID         -  BG2398
 BG2398  STATE/COUNTY-  FL/WALTON
 BG2398  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2398
 BG2398                         *CURRENT SURVEY CONTROL
 BG2398  ___________________________________________________________________
 BG2398* NAD 83(1986)-  30 16 55.     (N)    086 00 45.     (W)     SCALED    
 BG2398* NAVD 88     -         9.784  (meters)      32.10   (feet)  ADJUSTED  
 BG2398  ___________________________________________________________________
 BG2398  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2398  DYNAMIC HT  -           9.771 (meters)      32.06  (feet)  COMP
 BG2398  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 BG2398
 BG2398  VERT ORDER  -  SECOND    CLASS II
 BG2398
 BG2398.The horizontal coordinates were scaled from a topographic map and have
 BG2398.an estimated accuracy of +/- 6 seconds.
 BG2398
 BG2398.The orthometric height was determined by differential leveling
 BG2398.and adjusted by the National Geodetic Survey in June 1991..
 BG2398
 BG2398.The geoid height was determined by GEOID03.
 BG2398
 BG2398.The dynamic height is computed by dividing the NAVD 88
 BG2398.geopotential number by the normal gravity value computed on the
 BG2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2398.degrees latitude (g = 980.6199 gals.).
 BG2398
 BG2398.The modeled gravity was interpolated from observed gravity values.
 BG2398
 BG2398;                    North         East    Units  Estimated Accuracy
 BG2398;SPC FL N     -   143,070.      454,490.      MT  (+/- 180 meters Scaled)
 BG2398
 BG2398                          SUPERSEDED SURVEY CONTROL
 BG2398
 BG2398.No superseded survey control is available for this station.
 BG2398
 BG2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU949504(NAD 83)
 BG2398_MARKER: DD = SURVEY DISK
 BG2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2398_STAMPING: 60 76 A34 RM NO1
 BG2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2398+STABILITY: SURFACE MOTION
 BG2398
 BG2398  HISTORY     - Date     Condition        Report By
 BG2398  HISTORY     - 1976     MONUMENTED       FLDT
 BG2398  HISTORY     - 1976     GOOD             FLDT
 BG2398  HISTORY     - 19910510 GOOD             USPSQD
 BG2398
 BG2398                          STATION DESCRIPTION
 BG2398
 BG2398'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2398'8.5 MI W FROM WEST PANAMA CITY BEACH.
 BG2398'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2398'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2398'GO WEST ON U.S. ROUTE 98 FOR 1.25 MILES TO WALTON-BAY COUNTY LINE.
 BG2398'CONTINUE WEST ON U.S. ROUTE 98 FOR 1.25 MILES AND REFERENCE MARK.
 BG2398'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH
 BG2398'BELOW THE GROUND.  IT IS 58.6 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 BG2398'98, 47.4 FEET SOUTHWEST OF A HIGHWAY SIGN POST, 0.9 FEET NORTHEAST OF
 BG2398'A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2398
 BG2398                          STATION RECOVERY (1991)
 BG2398
 BG2398'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2335 ***********************************************************************
 BG2335  DESIGNATION -  60 76 A34 RM 2
 BG2335  PID         -  BG2335
 BG2335  STATE/COUNTY-  FL/WALTON
 BG2335  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2335
 BG2335                         *CURRENT SURVEY CONTROL
 BG2335  ___________________________________________________________________
 BG2335* NAD 83(1986)-  30 16 55.     (N)    086 00 45.     (W)     SCALED    
 BG2335* NAVD 88     -         9.905  (meters)      32.50   (feet)  ADJUSTED  
 BG2335  ___________________________________________________________________
 BG2335  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2335  DYNAMIC HT  -           9.892 (meters)      32.45  (feet)  COMP
 BG2335  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 BG2335
 BG2335  VERT ORDER  -  SECOND    CLASS II
 BG2335
 BG2335.The horizontal coordinates were scaled from a topographic map and have
 BG2335.an estimated accuracy of +/- 6 seconds.
 BG2335
 BG2335.The orthometric height was determined by differential leveling
 BG2335.and adjusted by the National Geodetic Survey in June 1991..
 BG2335
 BG2335.The geoid height was determined by GEOID03.
 BG2335
 BG2335.The dynamic height is computed by dividing the NAVD 88
 BG2335.geopotential number by the normal gravity value computed on the
 BG2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2335.degrees latitude (g = 980.6199 gals.).
 BG2335
 BG2335.The modeled gravity was interpolated from observed gravity values.
 BG2335
 BG2335;                    North         East    Units  Estimated Accuracy
 BG2335;SPC FL N     -   143,070.      454,490.      MT  (+/- 180 meters Scaled)
 BG2335
 BG2335                          SUPERSEDED SURVEY CONTROL
 BG2335
 BG2335.No superseded survey control is available for this station.
 BG2335
 BG2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU949504(NAD 83)
 BG2335_MARKER: DD = SURVEY DISK
 BG2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2335_STAMPING: 60 76 A34 RM NO2
 BG2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2335+STABILITY: SURFACE MOTION
 BG2335
 BG2335  HISTORY     - Date     Condition        Report By
 BG2335  HISTORY     - 1976     MONUMENTED       FLDT
 BG2335  HISTORY     - 1976     GOOD             FLDT
 BG2335  HISTORY     - 19910510 GOOD             USPSQD
 BG2335
 BG2335                          STATION DESCRIPTION
 BG2335
 BG2335'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2335'8.5 MI W FROM WEST PANAMA CITY BEACH.
 BG2335'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2335'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2335'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2335'LINE.  CONTINUE WEST ON U.S. 98 FOR ABOUT 1.25 MILES AND REFERENCE
 BG2335'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT
 BG2335'1 INCH BELOW THE GROUND.  IT IS 58.0 FEET SOUTHWEST OF CENTER OF U.S.
 BG2335'ROUTE 98, 45.4 FEET WEST OF A HIGHWAY SIGN POST AND 1.1 FEET NORTHEAST
 BG2335'OF A METAL WITNESS POST.  SECTION 35, T 3S, R18W.
 BG2335
 BG2335                          STATION RECOVERY (1991)
 BG2335
 BG2335'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2376 ***********************************************************************
 BG2376  DESIGNATION -  60 76 A35
 BG2376  PID         -  BG2376
 BG2376  STATE/COUNTY-  FL/WALTON
 BG2376  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2376
 BG2376                         *CURRENT SURVEY CONTROL
 BG2376  ___________________________________________________________________
 BG2376* NAD 83(1990)-  30 17 30.04207(N)    086 01 15.46863(W)     ADJUSTED  
 BG2376* NAVD 88     -         7.315  (meters)      24.00   (feet)  ADJUSTED  
 BG2376  ___________________________________________________________________
 BG2376  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BG2376  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2376  DYNAMIC HT  -           7.305 (meters)      23.97  (feet)  COMP
 BG2376  MODELED GRAV-     979,324.8   (mgal)                       NAVD 88
 BG2376
 BG2376  HORZ ORDER  -  SECOND
 BG2376  VERT ORDER  -  SECOND    CLASS II
 BG2376
 BG2376.The horizontal coordinates were established by classical geodetic methods
 BG2376.and adjusted by the National Geodetic Survey in May 1991..
 BG2376
 BG2376.The orthometric height was determined by differential leveling
 BG2376.and adjusted by the National Geodetic Survey in June 1991..
 BG2376
 BG2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2376
 BG2376.The geoid height was determined by GEOID03.
 BG2376
 BG2376.The dynamic height is computed by dividing the NAVD 88
 BG2376.geopotential number by the normal gravity value computed on the
 BG2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2376.degrees latitude (g = 980.6199 gals.).
 BG2376
 BG2376.The modeled gravity was interpolated from observed gravity values.
 BG2376
 BG2376;                    North         East     Units Scale Factor Converg.
 BG2376;SPC FL N     -   144,155.452   453,690.486   MT  0.99995078   -0 45 51.6
 BG2376;SPC FL N     -   472,950.01  1,488,482.87   sFT  0.99995078   -0 45 51.6
 BG2376;UTM  16      - 3,351,512.159   594,150.714   MT  0.99970936   +0 29 37.9
 BG2376
 BG2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2376!SPC FL N     -   1.00000319  x   0.99995078  =   0.99995397
 BG2376!UTM  16      -   1.00000319  x   0.99970936  =   0.99971255
 BG2376
 BG2376|---------------------------------------------------------------------|
 BG2376| PID    Reference Object                     Distance      Geod. Az  |
 BG2376|                                                           dddmmss.s |
 BG2376| BG2336 60 76 A35 RM 2                       12.350 METERS 01140     |
 BG2376| BG2399 60 76 A35 RM 1                       13.583 METERS 09857     |
 BG2376| BG2375 60 76 A34                           APPROX. 1.3 KM 1430831.5 |
 BG2376|---------------------------------------------------------------------|
 BG2376
 BG2376                          SUPERSEDED SURVEY CONTROL
 BG2376
 BG2376  NAD 83(1986)-  30 17 30.05420(N)    086 01 15.47733(W) AD(       ) 2
 BG2376  NAD 27      -  30 17 29.32993(N)    086 01 15.69891(W) AD(       ) 2
 BG2376  NGVD 29 (07/19/86)    7.51   (m)           24.6    (f) LEVELING    3  
 BG2376
 BG2376.Superseded values are not recommended for survey control.
 BG2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2376.See file dsdata.txt to determine how the superseded data were derived.
 BG2376
 BG2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9415151512(NAD 83)
 BG2376_MARKER: DD = SURVEY DISK
 BG2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2376_STAMPING: 60 76 A35
 BG2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2376+STABILITY: SURFACE MOTION
 BG2376
 BG2376  HISTORY     - Date     Condition        Report By
 BG2376  HISTORY     - 1976     MONUMENTED       FLDT
 BG2376  HISTORY     - 1976     GOOD             FLDT
 BG2376  HISTORY     - 19910510 GOOD             USPSQD
 BG2376  HISTORY     - 19970424 MARK NOT FOUND   USPSQD
 BG2376
 BG2376                          STATION DESCRIPTION
 BG2376
 BG2376'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2376'STATION IS LOCATED ABOUT 13-1/2 MILES EAST-SOUTHEAST OF SANTA
 BG2376'ROSA BEACH AND ABOUT 23 MILES WEST-NORTHWEST OF PANAMA CITY ON
 BG2376'THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BG2376'
 BG2376'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2376'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2376'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2376'FOR 1.25 MILES TO BAY-WALTON COUNTY LINE.  CONTINUE WESTERLY ON
 BG2376'U.S. ROUTE 98 FOR 2.05 MILES TO STATION ON THE LEFT.
 BG2376'
 BG2376'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2376'RESOURCES BRASS DISK, STAMPED 60 76 A35, SET IN THE TOP OF A ROUND
 BG2376'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 19.3
 BG2376'FEET NORTHEAST OF CENTERLINE OF U.S. ROUTE 98 AND 28.6 FEET
 BG2376'SOUTHWEST OF A METAL WITNESS POST.
 BG2376'
 BG2376'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2376'TRANSPORTATION BRASS DISK, STAMPED 60 76 A35 RM NO 1, SET IN THE
 BG2376'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2376'THE GROUND.  IT IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND
 BG2376'49.7 FEET NORTHEAST OF CENTERLINE OF U.S. ROUTE 98.
 BG2376'
 BG2376'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2376'TRANSPORTATION BRASS DISK, STAMPED 60 76 A35 RM NO 2, SET IN THE
 BG2376'TOP OF A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 BG2376'GROUND.  IT IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND
 BG2376'49.7 FEET NORTHEAST OF CENTERLINE OF U.S. ROUTE 98.
 BG2376
 BG2376                          STATION RECOVERY (1976)
 BG2376
 BG2376'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2376'9.3 MI W FROM WEST PANAMA CITY BEACH.
 BG2376'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2376'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2376'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2376'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 2.05 MILES AND
 BG2376'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BG2376'2 INCHES BELOW THE GROUND.  IT IS 28.6 FEET SOUTHWEST OF A METAL
 BG2376'WITNESS POST AND 19.3 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BG2376'SECTION 26, T 2S, R 18W.
 BG2376
 BG2376                          STATION RECOVERY (1991)
 BG2376
 BG2376'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2376'RECOVERED IN GOOD CONDITION.
 BG2376
 BG2376                          STATION RECOVERY (1997)
 BG2376
 BG2376'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2399 ***********************************************************************
 BG2399  DESIGNATION -  60 76 A35 RM 1
 BG2399  PID         -  BG2399
 BG2399  STATE/COUNTY-  FL/WALTON
 BG2399  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2399
 BG2399                         *CURRENT SURVEY CONTROL
 BG2399  ___________________________________________________________________
 BG2399* NAD 83(1986)-  30 17 30.     (N)    086 01 15.     (W)     SCALED    
 BG2399* NAVD 88     -         7.215  (meters)      23.67   (feet)  ADJUSTED  
 BG2399  ___________________________________________________________________
 BG2399  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2399  DYNAMIC HT  -           7.205 (meters)      23.64  (feet)  COMP
 BG2399  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 BG2399
 BG2399  VERT ORDER  -  SECOND    CLASS II
 BG2399
 BG2399.The horizontal coordinates were scaled from a topographic map and have
 BG2399.an estimated accuracy of +/- 6 seconds.
 BG2399
 BG2399.The orthometric height was determined by differential leveling
 BG2399.and adjusted by the National Geodetic Survey in June 1991..
 BG2399
 BG2399.The geoid height was determined by GEOID03.
 BG2399
 BG2399.The dynamic height is computed by dividing the NAVD 88
 BG2399.geopotential number by the normal gravity value computed on the
 BG2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2399.degrees latitude (g = 980.6199 gals.).
 BG2399
 BG2399.The modeled gravity was interpolated from observed gravity values.
 BG2399
 BG2399;                    North         East    Units  Estimated Accuracy
 BG2399;SPC FL N     -   144,150.      453,700.      MT  (+/- 180 meters Scaled)
 BG2399
 BG2399                          SUPERSEDED SURVEY CONTROL
 BG2399
 BG2399.No superseded survey control is available for this station.
 BG2399
 BG2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU941515(NAD 83)
 BG2399_MARKER: DD = SURVEY DISK
 BG2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2399_STAMPING: 60 76 A35 RM NO 1
 BG2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2399+STABILITY: SURFACE MOTION
 BG2399
 BG2399  HISTORY     - Date     Condition        Report By
 BG2399  HISTORY     - 1976     MONUMENTED       FLDT
 BG2399  HISTORY     - 1976     GOOD             FLDT
 BG2399  HISTORY     - 19910510 GOOD             USPSQD
 BG2399
 BG2399                          STATION DESCRIPTION
 BG2399
 BG2399'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2399'9.3 MI W FROM WEST PANAMA CITY BEACH.
 BG2399'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2399'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2399'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2399'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 2.05 MILES AND
 BG2399'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BG2399'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 49.7 FEET
 BG2399'NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.8 FEET SOUTHWEST OF A METAL
 BG2399'WITNESS POST.  SECTION 26, T 2S, R 18W.
 BG2399
 BG2399                          STATION RECOVERY (1991)
 BG2399
 BG2399'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2336 ***********************************************************************
 BG2336  DESIGNATION -  60 76 A35 RM 2
 BG2336  PID         -  BG2336
 BG2336  STATE/COUNTY-  FL/WALTON
 BG2336  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2336
 BG2336                         *CURRENT SURVEY CONTROL
 BG2336  ___________________________________________________________________
 BG2336* NAD 83(1986)-  30 17 30.     (N)    086 01 15.     (W)     SCALED    
 BG2336* NAVD 88     -         7.388  (meters)      24.24   (feet)  ADJUSTED  
 BG2336  ___________________________________________________________________
 BG2336  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2336  DYNAMIC HT  -           7.378 (meters)      24.21  (feet)  COMP
 BG2336  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 BG2336
 BG2336  VERT ORDER  -  SECOND    CLASS II
 BG2336
 BG2336.The horizontal coordinates were scaled from a topographic map and have
 BG2336.an estimated accuracy of +/- 6 seconds.
 BG2336
 BG2336.The orthometric height was determined by differential leveling
 BG2336.and adjusted by the National Geodetic Survey in June 1991..
 BG2336
 BG2336.The geoid height was determined by GEOID03.
 BG2336
 BG2336.The dynamic height is computed by dividing the NAVD 88
 BG2336.geopotential number by the normal gravity value computed on the
 BG2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2336.degrees latitude (g = 980.6199 gals.).
 BG2336
 BG2336.The modeled gravity was interpolated from observed gravity values.
 BG2336
 BG2336;                    North         East    Units  Estimated Accuracy
 BG2336;SPC FL N     -   144,150.      453,700.      MT  (+/- 180 meters Scaled)
 BG2336
 BG2336                          SUPERSEDED SURVEY CONTROL
 BG2336
 BG2336.No superseded survey control is available for this station.
 BG2336
 BG2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU941515(NAD 83)
 BG2336_MARKER: DD = SURVEY DISK
 BG2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2336_STAMPING: 60 76 A35 RM NO 2
 BG2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2336+STABILITY: SURFACE MOTION
 BG2336
 BG2336  HISTORY     - Date     Condition        Report By
 BG2336  HISTORY     - 1976     MONUMENTED       FLDT
 BG2336  HISTORY     - 1976     GOOD             FLDT
 BG2336  HISTORY     - 19910510 GOOD             USPSQD
 BG2336
 BG2336                          STATION DESCRIPTION
 BG2336
 BG2336'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2336'9.3 MI W FROM WEST PANAMA CITY BEACH.
 BG2336'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2336'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2336'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2336'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 2.05 MILES AND
 BG2336'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BG2336'THAT IS 1 INCH BELOW THE GROUND.  IT IS 49.7 FEET NORTHEAST OF CENTER
 BG2336'OF U.S. ROUTE 98 AND 1.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2336'SECTION 26, T 2S, R 18W.
 BG2336
 BG2336                          STATION RECOVERY (1991)
 BG2336
 BG2336'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2377 ***********************************************************************
 BG2377  DESIGNATION -  60 76 A36
 BG2377  PID         -  BG2377
 BG2377  STATE/COUNTY-  FL/WALTON
 BG2377  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2377
 BG2377                         *CURRENT SURVEY CONTROL
 BG2377  ___________________________________________________________________
 BG2377* NAD 83(1990)-  30 16 41.41748(N)    086 00 28.93157(W)     ADJUSTED  
 BG2377* NAVD 88     -         9.118  (meters)      29.91   (feet)  ADJUSTED  
 BG2377  ___________________________________________________________________
 BG2377  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BG2377  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2377  DYNAMIC HT  -           9.106 (meters)      29.88  (feet)  COMP
 BG2377  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 BG2377
 BG2377  HORZ ORDER  -  SECOND
 BG2377  VERT ORDER  -  SECOND    CLASS II
 BG2377
 BG2377.The horizontal coordinates were established by classical geodetic methods
 BG2377.and adjusted by the National Geodetic Survey in May 1991..
 BG2377
 BG2377.The orthometric height was determined by differential leveling
 BG2377.and adjusted by the National Geodetic Survey in June 1991..
 BG2377
 BG2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2377
 BG2377.The geoid height was determined by GEOID03.
 BG2377
 BG2377.The dynamic height is computed by dividing the NAVD 88
 BG2377.geopotential number by the normal gravity value computed on the
 BG2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2377.degrees latitude (g = 980.6199 gals.).
 BG2377
 BG2377.The modeled gravity was interpolated from observed gravity values.
 BG2377
 BG2377;                    North         East     Units Scale Factor Converg.
 BG2377;SPC FL N     -   142,641.809   454,914.123   MT  0.99995030   -0 45 28.2
 BG2377;SPC FL N     -   467,984.00  1,492,497.42   sFT  0.99995030   -0 45 28.2
 BG2377;UTM  16      - 3,350,026.104   595,406.988   MT  0.99971230   +0 30 00.7
 BG2377
 BG2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2377!SPC FL N     -   1.00000290  x   0.99995030  =   0.99995320
 BG2377!UTM  16      -   1.00000290  x   0.99971230  =   0.99971520
 BG2377
 BG2377|---------------------------------------------------------------------|
 BG2377| PID    Reference Object                     Distance      Geod. Az  |
 BG2377|                                                           dddmmss.s |
 BG2377| BG2400 60 76 A36 RM 1                        7.794 METERS 03552     |
 BG2377| BG2378 60 76 A37                           389.780 METERS 18203     |
 BG2377| BG2337 60 76 A36 RM 2                       10.010 METERS 27046     |
 BG2377| BG2375 60 76 A34                           APPROX. 0.6 KM 3140310.4 |
 BG2377|---------------------------------------------------------------------|
 BG2377
 BG2377                          SUPERSEDED SURVEY CONTROL
 BG2377
 BG2377  NAD 83(1986)-  30 16 41.42945(N)    086 00 28.94043(W) AD(       ) 2
 BG2377  NAD 27      -  30 16 40.70393(N)    086 00 29.16316(W) AD(       ) 2
 BG2377  NGVD 29 (07/19/86)    9.31   (m)           30.5    (f) LEVELING    3  
 BG2377
 BG2377.Superseded values are not recommended for survey control.
 BG2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2377.See file dsdata.txt to determine how the superseded data were derived.
 BG2377
 BG2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9540750026(NAD 83)
 BG2377_MARKER: DD = SURVEY DISK
 BG2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2377_STAMPING: 60 76 A36
 BG2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2377+STABILITY: SURFACE MOTION
 BG2377
 BG2377  HISTORY     - Date     Condition        Report By
 BG2377  HISTORY     - 1976     MONUMENTED       FLDT
 BG2377  HISTORY     - 1976     GOOD             FLDT
 BG2377  HISTORY     - 19910510 GOOD             USPSQD
 BG2377  HISTORY     - 19970113 GOOD             USPSQD
 BG2377
 BG2377                          STATION DESCRIPTION
 BG2377
 BG2377'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2377'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2377'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY, NEAR THE
 BG2377'INTERSECTION OF WALL STREET AND U.S. ROUTE 98 ON THE EAST SIDE OF
 BG2377'WALL STREET.
 BG2377'
 BG2377'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2377'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2377'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2377'FOR 2.15 MILES TO WALL STREET LEFT.  TURN LEFT ON WALL STREET AND
 BG2377'GO SOUTH FOR ABOUT 100 FEET TO STATION ON THE LEFT.
 BG2377'
 BG2377'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2377'RESOURCES BRASS DISK, STAMPED 60 76 A36, SET IN THE TOP OF A
 BG2377'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2377'11.5 FEET EAST OF CENTER OF WALL STREET, 18.7 FEET WEST OF A CHAIN
 BG2377'LINK FENCE, 26.5 FEET NORTH-NORTHWEST OF NORTH END OF A PIPE
 BG2377'CULVERT, 28.0 FEET SOUTHWEST OF NORTHWEST CORNER OF CHAIN LINK
 BG2377'FENCE, 51.9 FEET SOUTHEAST OF A FIRE PLUG AND 96.0 FEET SOUTH
 BG2377'OF JUNCTION OF WALL STREET AND U.S. ROUTE 98.
 BG2377'
 BG2377'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2377'TRANSPORTATION BRASS DISK, STAMPED 60 76 A36 RM NO 1, SET IN THE
 BG2377'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BG2377'GROUND.  IT IS 1.8 FEET WEST OF A METAL WITNESS POST, 3.9 FEET
 BG2377'WEST OF NORTHWEST CORNER OF A CHAIN LINK FENCE, 26.0 FEET EAST
 BG2377'OF CENTER OF WALL STREET AND 52.4 FEET SOUTHWEST OF CENTERLINE
 BG2377'OF U.S. ROUTE 98.
 BG2377'
 BG2377'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2377'TRANSPORTATION BRASS DISK, STAMPED 60 76 A36 RM NO 2, SET IN THE
 BG2377'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2377'THE GROUND.  IT IS 2.0 FEET EAST OF A METAL WITNESS POST, 21.0
 BG2377'FEET WEST OF CENTER OF WALL STREET AND 41.0 FEET SOUTH OF A
 BG2377'FIRE PLUG.
 BG2377
 BG2377                          STATION RECOVERY (1976)
 BG2377
 BG2377'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2377'8.15 MI W FROM WEST PANAMA CITY BEACH.
 BG2377'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2377'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2377'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET AND
 BG2377'STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BG2377'INCHES BELOW THE GROUND.  IT IS 96.0 FEET SOUTH OF JUNCTION OF WALL
 BG2377'STREET AND U.S. ROUTE 98, 51.9 FEET SOUTH OF A FIRE HYDRANT, 28.0 FEET
 BG2377'SOUTHWEST OF NORTHWEST CORNER OF CHAIN LINK FENCE, 26.5 FEET
 BG2377'NORTH-NORTHWEST OF NORTH END OF PIPE CULVERT, 18.7 FEET WEST OF A
 BG2377'CHAIN LINK FENCE AND 11.5 FEET EAST OF CENTER OF WALL STREET. SECTION
 BG2377'36, T 3S, R 18W.
 BG2377
 BG2377                          STATION RECOVERY (1991)
 BG2377
 BG2377'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2377'RECOVERED IN GOOD CONDITION.
 BG2377
 BG2377                          STATION RECOVERY (1997)
 BG2377
 BG2377'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2400 ***********************************************************************
 BG2400  DESIGNATION -  60 76 A36 RM 1
 BG2400  PID         -  BG2400
 BG2400  STATE/COUNTY-  FL/WALTON
 BG2400  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2400
 BG2400                         *CURRENT SURVEY CONTROL
 BG2400  ___________________________________________________________________
 BG2400* NAD 83(1986)-  30 16 41.     (N)    086 00 29.     (W)     SCALED    
 BG2400* NAVD 88     -         8.698  (meters)      28.54   (feet)  ADJUSTED  
 BG2400  ___________________________________________________________________
 BG2400  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2400  DYNAMIC HT  -           8.686 (meters)      28.50  (feet)  COMP
 BG2400  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 BG2400
 BG2400  VERT ORDER  -  SECOND    CLASS II
 BG2400
 BG2400.The horizontal coordinates were scaled from a topographic map and have
 BG2400.an estimated accuracy of +/- 6 seconds.
 BG2400
 BG2400.The orthometric height was determined by differential leveling
 BG2400.and adjusted by the National Geodetic Survey in June 1991..
 BG2400
 BG2400.The geoid height was determined by GEOID03.
 BG2400
 BG2400.The dynamic height is computed by dividing the NAVD 88
 BG2400.geopotential number by the normal gravity value computed on the
 BG2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2400.degrees latitude (g = 980.6199 gals.).
 BG2400
 BG2400.The modeled gravity was interpolated from observed gravity values.
 BG2400
 BG2400;                    North         East    Units  Estimated Accuracy
 BG2400;SPC FL N     -   142,630.      454,910.      MT  (+/- 180 meters Scaled)
 BG2400
 BG2400                          SUPERSEDED SURVEY CONTROL
 BG2400
 BG2400.No superseded survey control is available for this station.
 BG2400
 BG2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU954500(NAD 83)
 BG2400_MARKER: DD = SURVEY DISK
 BG2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2400_STAMPING: 60 76 A36 RM NO1
 BG2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2400+STABILITY: SURFACE MOTION
 BG2400
 BG2400  HISTORY     - Date     Condition        Report By
 BG2400  HISTORY     - 1976     MONUMENTED       FLDT
 BG2400  HISTORY     - 1976     GOOD             FLDT
 BG2400  HISTORY     - 19910510 GOOD             USPSQD
 BG2400
 BG2400                          STATION DESCRIPTION
 BG2400
 BG2400'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2400'8.15 MI W FROM WEST PANAMA CITY BEACH.
 BG2400'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2400'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2400'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET AND
 BG2400'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2400'MONUMENT FLUSH WITH THE GROUND.  IT IS 52.4 FEET SOUTHWEST OF CENTER
 BG2400'OF U.S. ROUTE 98, 26.0 FEET EAST OF CENTER OF WALL STREET, 3.9 FEET
 BG2400'WEST OF NORTHWEST CORNER OF A CHAIN LINK FENCE AND 1.8 FEET WEST OF A
 BG2400'METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2400
 BG2400                          STATION RECOVERY (1991)
 BG2400
 BG2400'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2337 ***********************************************************************
 BG2337  DESIGNATION -  60 76 A36 RM 2
 BG2337  PID         -  BG2337
 BG2337  STATE/COUNTY-  FL/WALTON
 BG2337  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2337
 BG2337                         *CURRENT SURVEY CONTROL
 BG2337  ___________________________________________________________________
 BG2337* NAD 83(1986)-  30 16 41.     (N)    086 00 29.     (W)     SCALED    
 BG2337* NAVD 88     -         9.188  (meters)      30.14   (feet)  ADJUSTED  
 BG2337  ___________________________________________________________________
 BG2337  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2337  DYNAMIC HT  -           9.175 (meters)      30.10  (feet)  COMP
 BG2337  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 BG2337
 BG2337  VERT ORDER  -  SECOND    CLASS II
 BG2337
 BG2337.The horizontal coordinates were scaled from a topographic map and have
 BG2337.an estimated accuracy of +/- 6 seconds.
 BG2337
 BG2337.The orthometric height was determined by differential leveling
 BG2337.and adjusted by the National Geodetic Survey in June 1991..
 BG2337
 BG2337.The geoid height was determined by GEOID03.
 BG2337
 BG2337.The dynamic height is computed by dividing the NAVD 88
 BG2337.geopotential number by the normal gravity value computed on the
 BG2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2337.degrees latitude (g = 980.6199 gals.).
 BG2337
 BG2337.The modeled gravity was interpolated from observed gravity values.
 BG2337
 BG2337;                    North         East    Units  Estimated Accuracy
 BG2337;SPC FL N     -   142,630.      454,910.      MT  (+/- 180 meters Scaled)
 BG2337
 BG2337                          SUPERSEDED SURVEY CONTROL
 BG2337
 BG2337.No superseded survey control is available for this station.
 BG2337
 BG2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU954500(NAD 83)
 BG2337_MARKER: DD = SURVEY DISK
 BG2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2337_STAMPING: 60 76 A36 RM NO2
 BG2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2337+STABILITY: SURFACE MOTION
 BG2337
 BG2337  HISTORY     - Date     Condition        Report By
 BG2337  HISTORY     - 1976     MONUMENTED       FLDT
 BG2337  HISTORY     - 1976     GOOD             FLDT
 BG2337  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2337
 BG2337                          STATION DESCRIPTION
 BG2337
 BG2337'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2337'8.15 MI W FROM WEST PANAMA CITY BEACH.
 BG2337'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2337'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2337'WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET AND
 BG2337'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2337'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 41.0 FEET SOUTH OF A FIRE
 BG2337'HYDRANT, 21.0 FEET WEST OF CENTER OF WALL STREET AND 2.0 FEET EAST OF
 BG2337'A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2337
 BG2337                          STATION RECOVERY (1991)
 BG2337
 BG2337'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2378 ***********************************************************************
 BG2378  DESIGNATION -  60 76 A37
 BG2378  PID         -  BG2378
 BG2378  STATE/COUNTY-  FL/WALTON
 BG2378  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2378
 BG2378                         *CURRENT SURVEY CONTROL
 BG2378  ___________________________________________________________________
 BG2378* NAD 83(1990)-  30 16 28.76779(N)    086 00 29.45424(W)     ADJUSTED  
 BG2378* NAVD 88     -         5.366  (meters)      17.61   (feet)  ADJUSTED  
 BG2378  ___________________________________________________________________
 BG2378  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BG2378  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2378  DYNAMIC HT  -           5.359 (meters)      17.58  (feet)  COMP
 BG2378  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 BG2378
 BG2378  HORZ ORDER  -  SECOND
 BG2378  VERT ORDER  -  SECOND    CLASS II
 BG2378
 BG2378.The horizontal coordinates were established by classical geodetic methods
 BG2378.and adjusted by the National Geodetic Survey in May 1991..
 BG2378
 BG2378.The orthometric height was determined by differential leveling
 BG2378.and adjusted by the National Geodetic Survey in June 1991..
 BG2378
 BG2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2378
 BG2378.The geoid height was determined by GEOID03.
 BG2378
 BG2378.The dynamic height is computed by dividing the NAVD 88
 BG2378.geopotential number by the normal gravity value computed on the
 BG2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2378.degrees latitude (g = 980.6199 gals.).
 BG2378
 BG2378.The modeled gravity was interpolated from observed gravity values.
 BG2378
 BG2378;                    North         East     Units Scale Factor Converg.
 BG2378;SPC FL N     -   142,252.517   454,895.004   MT  0.99995018   -0 45 28.4
 BG2378;SPC FL N     -   466,706.80  1,492,434.69   sFT  0.99995018   -0 45 28.4
 BG2378;UTM  16      - 3,349,636.579   595,396.422   MT  0.99971227   +0 30 00.2
 BG2378
 BG2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2378!SPC FL N     -   1.00000349  x   0.99995018  =   0.99995367
 BG2378!UTM  16      -   1.00000349  x   0.99971227  =   0.99971576
 BG2378
 BG2378|---------------------------------------------------------------------|
 BG2378| PID    Reference Object                     Distance      Geod. Az  |
 BG2378|                                                           dddmmss.s |
 BG2378| BG2377 60 76 A36                           389.780 METERS 00203     |
 BG2378| BG2338 60 76 A37 RM 2                       12.097 METERS 19724     |
 BG2378| BG2401 60 76 A37 RM 1                        9.817 METERS 34857     |
 BG2378|---------------------------------------------------------------------|
 BG2378
 BG2378                          SUPERSEDED SURVEY CONTROL
 BG2378
 BG2378  NAD 83(1986)-  30 16 28.77974(N)    086 00 29.46315(W) AD(       ) 2
 BG2378  NAD 27      -  30 16 28.05387(N)    086 00 29.68581(W) AD(       ) 2
 BG2378  NGVD 29 (07/19/86)    5.56   (m)           18.2    (f) LEVELING    3  
 BG2378
 BG2378.Superseded values are not recommended for survey control.
 BG2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2378.See file dsdata.txt to determine how the superseded data were derived.
 BG2378
 BG2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9539649637(NAD 83)
 BG2378_MARKER: DD = SURVEY DISK
 BG2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2378_STAMPING: 60 76 A37
 BG2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2378+STABILITY: SURFACE MOTION
 BG2378
 BG2378  HISTORY     - Date     Condition        Report By
 BG2378  HISTORY     - 1976     MONUMENTED       FLDT
 BG2378  HISTORY     - 1976     GOOD             FLDT
 BG2378  HISTORY     - 19910510 GOOD             USPSQD
 BG2378  HISTORY     - 19970113 GOOD             USPSQD
 BG2378
 BG2378                          STATION DESCRIPTION
 BG2378
 BG2378'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2378'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2378'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE
 BG2378'WEST SIDE OF WALL STREET AND NEAR THE SOUTH END OF WALL STREET.
 BG2378'
 BG2378'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2378'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2378'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2378'2.15 MILES TO WALL STREET LEFT.  TURN LEFT AND GO SOUTH ON WALL
 BG2378'STREET FOR 0.25 MILE TO STATION ON THE RIGHT.
 BG2378'
 BG2378'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2378'RESOURCES BRASS DISK, STAMPED 60 76 A37, SET IN THE TOP OF A ROUND
 BG2378'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 2.0
 BG2378'FEET EAST OF A METAL WITNESS POST, 12.8 FEET WEST OF CENTER OF
 BG2378'WALL STREET, 59.3 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND
 BG2378'TELEPHONE CABLE JUNCTION BOX AND 65.4 FEET EAST-NORTHEAST OF
 BG2378'NORTHEAST CORNER OF A CONCRETE BLOCK HOUSE.
 BG2378'
 BG2378'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2378'TRANSPORTATION BRASS DISK, STAMPED 60 76 A37 RM NO 1, SET IN THE
 BG2378'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2378'THE GROUND.  IT IS 2.1 FEET EAST OF A METAL WITNESS POST, 18.5
 BG2378'FEET WEST OF CENTER OF WALL STREET, 27.2 FEET SOUTH OF AN
 BG2378'UNDERGROUND TELEPHONE CABLE JUNCTION BOX AND 69.4 FEET NORTHEAST
 BG2378'OF NORTHEAST CORNER OF YELLOW BLOCK HOUSE.
 BG2378'
 BG2378'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2378'TRANSPORTATION BRASS DISK, STAMPED 60 76 A37 RM NO 2, SET IN THE
 BG2378'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2378'GROUND.  IT IS 1.3 FEET EAST OF A METAL WITNESS POST, 1.8 FEET
 BG2378'EAST OF A POWER POLE, 23.4 FEET WEST OF CENTER OF WALL STREET AND
 BG2378'62.7 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF A YELLOW BLOCK
 BG2378'HOUSE.
 BG2378
 BG2378                          STATION RECOVERY (1976)
 BG2378
 BG2378'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2378'8.45 MI W FROM WEST PANAMA CITY BEACH.
 BG2378'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2378'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2378'WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET, THEN SOUTH
 BG2378'ON WALL STREET FOR ABOUT 0.25 MILE AND STATION MARK.  WHICH IS SET IN
 BG2378'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 BG2378'GROUND.  IT IS 65.4 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A
 BG2378'YELLOW BLOCK HOUSE, 59.3 FEET SOUTH-SOUTHEAST OF UNDERGROUND TELEPHONE
 BG2378'CABLE JUNCTION BOX, 12.8 FEET WEST OF CENTER OF WALL STREET AND 2.0
 BG2378'FEET EAST OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2378
 BG2378                          STATION RECOVERY (1991)
 BG2378
 BG2378'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2378'RECOVERED IN GOOD CONDITION.
 BG2378
 BG2378                          STATION RECOVERY (1997)
 BG2378
 BG2378'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2401 ***********************************************************************
 BG2401  DESIGNATION -  60 76 A37 RM 1
 BG2401  PID         -  BG2401
 BG2401  STATE/COUNTY-  FL/WALTON
 BG2401  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2401
 BG2401                         *CURRENT SURVEY CONTROL
 BG2401  ___________________________________________________________________
 BG2401* NAD 83(1986)-  30 16 29.     (N)    086 00 29.     (W)     SCALED    
 BG2401* NAVD 88     -         5.726  (meters)      18.79   (feet)  ADJUSTED  
 BG2401  ___________________________________________________________________
 BG2401  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2401  DYNAMIC HT  -           5.719 (meters)      18.76  (feet)  COMP
 BG2401  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 BG2401
 BG2401  VERT ORDER  -  SECOND    CLASS II
 BG2401
 BG2401.The horizontal coordinates were scaled from a topographic map and have
 BG2401.an estimated accuracy of +/- 6 seconds.
 BG2401
 BG2401.The orthometric height was determined by differential leveling
 BG2401.and adjusted by the National Geodetic Survey in June 1991..
 BG2401
 BG2401.The geoid height was determined by GEOID03.
 BG2401
 BG2401.The dynamic height is computed by dividing the NAVD 88
 BG2401.geopotential number by the normal gravity value computed on the
 BG2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2401.degrees latitude (g = 980.6199 gals.).
 BG2401
 BG2401.The modeled gravity was interpolated from observed gravity values.
 BG2401
 BG2401;                    North         East    Units  Estimated Accuracy
 BG2401;SPC FL N     -   142,260.      454,910.      MT  (+/- 180 meters Scaled)
 BG2401
 BG2401                          SUPERSEDED SURVEY CONTROL
 BG2401
 BG2401.No superseded survey control is available for this station.
 BG2401
 BG2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU954496(NAD 83)
 BG2401_MARKER: DD = SURVEY DISK
 BG2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2401_STAMPING: 60 76 A37 RM NO1
 BG2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2401+STABILITY: SURFACE MOTION
 BG2401
 BG2401  HISTORY     - Date     Condition        Report By
 BG2401  HISTORY     - 1976     MONUMENTED       FLDT
 BG2401  HISTORY     - 1976     GOOD             FLDT
 BG2401  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2401
 BG2401                          STATION DESCRIPTION
 BG2401
 BG2401'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2401'8.45 MI W FROM WEST PANAMA CITY BEACH.
 BG2401'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2401'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2401'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET, THEN
 BG2401'SOUTH ON WALL STREET FOR ABOUT 0.25 MILE AND REFERENCE MARK. WHICH IS
 BG2401'SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 BG2401'THE GROUND.  IT IS 69.4 FEET NORTHEAST OF NORTHEAST CORNER OF A YELLOW
 BG2401'BLOCK HOUSE, 27.2 FEET SOUTH OF A UNDERGROUND TELEPHONE CABLE JUNCTION
 BG2401'BOX, 18.5 FEET WEST OF CENTER OF WALL STREET AND 2.1 FEET EAST OF A
 BG2401'METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2401
 BG2401                          STATION RECOVERY (1991)
 BG2401
 BG2401'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2338 ***********************************************************************
 BG2338  DESIGNATION -  60 76 A37 RM 2
 BG2338  PID         -  BG2338
 BG2338  STATE/COUNTY-  FL/WALTON
 BG2338  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2338
 BG2338                         *CURRENT SURVEY CONTROL
 BG2338  ___________________________________________________________________
 BG2338* NAD 83(1986)-  30 16 29.     (N)    086 00 29.     (W)     SCALED    
 BG2338* NAVD 88     -         5.448  (meters)      17.87   (feet)  ADJUSTED  
 BG2338  ___________________________________________________________________
 BG2338  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG2338  DYNAMIC HT  -           5.441 (meters)      17.85  (feet)  COMP
 BG2338  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 BG2338
 BG2338  VERT ORDER  -  SECOND    CLASS II
 BG2338
 BG2338.The horizontal coordinates were scaled from a topographic map and have
 BG2338.an estimated accuracy of +/- 6 seconds.
 BG2338
 BG2338.The orthometric height was determined by differential leveling
 BG2338.and adjusted by the National Geodetic Survey in June 1991..
 BG2338
 BG2338.The geoid height was determined by GEOID03.
 BG2338
 BG2338.The dynamic height is computed by dividing the NAVD 88
 BG2338.geopotential number by the normal gravity value computed on the
 BG2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2338.degrees latitude (g = 980.6199 gals.).
 BG2338
 BG2338.The modeled gravity was interpolated from observed gravity values.
 BG2338
 BG2338;                    North         East    Units  Estimated Accuracy
 BG2338;SPC FL N     -   142,260.      454,910.      MT  (+/- 180 meters Scaled)
 BG2338
 BG2338                          SUPERSEDED SURVEY CONTROL
 BG2338
 BG2338.No superseded survey control is available for this station.
 BG2338
 BG2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU954496(NAD 83)
 BG2338_MARKER: DD = SURVEY DISK
 BG2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2338_STAMPING: 60 76 A37 RM NO2
 BG2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2338+STABILITY: SURFACE MOTION
 BG2338
 BG2338  HISTORY     - Date     Condition        Report By
 BG2338  HISTORY     - 1976     MONUMENTED       FLDT
 BG2338  HISTORY     - 1976     GOOD             FLDT
 BG2338  HISTORY     - 19910510 GOOD             USPSQD
 BG2338
 BG2338                          STATION DESCRIPTION
 BG2338
 BG2338'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2338'8.45 MI W FROM WEST PANAMA CITY BEACH.
 BG2338'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2338'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2338'WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET, THEN SOUTH
 BG2338'ON WALL STREET FOR ABOUT 0.25 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2338'IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2338'THE GROUND.  IT IS 62.7 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF A
 BG2338'YELLOW BLOCK HOUSE, 23.4 FEET WEST OF WALL STREET, 1.8 FEET EAST OF A
 BG2338'POWER POLE AND 1.3 FEET EAST OF A METAL WITNESS POST. SECTION 36, T
 BG2338'3S, R 18W.
 BG2338
 BG2338                          STATION RECOVERY (1991)
 BG2338
 BG2338'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1363 ***********************************************************************
 BE1363  DESIGNATION -  60 76 A38
 BE1363  PID         -  BE1363
 BE1363  STATE/COUNTY-  FL/WALTON
 BE1363  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1363
 BE1363                         *CURRENT SURVEY CONTROL
 BE1363  ___________________________________________________________________
 BE1363* NAD 83(1990)-  30 16 12.60573(N)    085 59 45.50419(W)     ADJUSTED  
 BE1363* NAVD 88     -         8.435  (meters)      27.67   (feet)  ADJUSTED  
 BE1363  ___________________________________________________________________
 BE1363  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 BE1363  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1363  DYNAMIC HT  -           8.424 (meters)      27.64  (feet)  COMP
 BE1363  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BE1363
 BE1363  HORZ ORDER  -  SECOND
 BE1363  VERT ORDER  -  SECOND    CLASS II
 BE1363
 BE1363.The horizontal coordinates were established by classical geodetic methods
 BE1363.and adjusted by the National Geodetic Survey in May 1991..
 BE1363
 BE1363.The orthometric height was determined by differential leveling
 BE1363.and adjusted by the National Geodetic Survey in June 1991..
 BE1363
 BE1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1363
 BE1363.The geoid height was determined by GEOID03.
 BE1363
 BE1363.The dynamic height is computed by dividing the NAVD 88
 BE1363.geopotential number by the normal gravity value computed on the
 BE1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1363.degrees latitude (g = 980.6199 gals.).
 BE1363
 BE1363.The modeled gravity was interpolated from observed gravity values.
 BE1363
 BE1363;                    North         East     Units Scale Factor Converg.
 BE1363;SPC FL N     -   141,739.422   456,062.994   MT  0.99995004   -0 45 06.4
 BE1363;SPC FL N     -   465,023.42  1,496,266.67   sFT  0.99995004   -0 45 06.4
 BE1363;UTM  16      - 3,349,149.364   596,575.117   MT  0.99971506   +0 30 22.1
 BE1363
 BE1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1363!SPC FL N     -   1.00000301  x   0.99995004  =   0.99995305
 BE1363!UTM  16      -   1.00000301  x   0.99971506  =   0.99971807
 BE1363
 BE1363|---------------------------------------------------------------------|
 BE1363| PID    Reference Object                     Distance      Geod. Az  |
 BE1363|                                                           dddmmss.s |
 BE1363| BE1361 60 76 A38 RM 1                       11.423 METERS 09127     |
 BE1363| BE1364 60 76 A39                           444.447 METERS 0912952.5 |
 BE1363| BE1418 60 76 A38 RM 2                        7.760 METERS 28546     |
 BE1363| BG2378 60 76 A37                           APPROX. 1.3 KM 2925750.4 |
 BE1363|---------------------------------------------------------------------|
 BE1363
 BE1363                          SUPERSEDED SURVEY CONTROL
 BE1363
 BE1363  NAD 83(1986)-  30 16 12.61755(N)    085 59 45.51313(W) AD(       ) 2
 BE1363  NAD 27      -  30 16 11.89136(N)    085 59 45.73703(W) AD(       ) 2
 BE1363  NGVD 29 (07/19/86)    8.63   (m)           28.3    (f) LEVELING    3  
 BE1363
 BE1363.Superseded values are not recommended for survey control.
 BE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1363.See file dsdata.txt to determine how the superseded data were derived.
 BE1363
 BE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9657549149(NAD 83)
 BE1363_MARKER: DD = SURVEY DISK
 BE1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1363_STAMPING: 60 76 A38
 BE1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1363+STABILITY: SURFACE MOTION
 BE1363
 BE1363  HISTORY     - Date     Condition        Report By
 BE1363  HISTORY     - 1976     MONUMENTED       FLDT
 BE1363  HISTORY     - 1976     GOOD             FLDT
 BE1363  HISTORY     - 1977     GOOD             FLDT
 BE1363
 BE1363                          STATION DESCRIPTION
 BE1363
 BE1363'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1363'STATION IS LOCATED ABOUT 15-1/2 MILES SOUTHEAST OF SANTA ROSA
 BE1363'BEACH AND ABOUT 21 MILES WEST-NORTHWEST OF PANAMA CITY ON THE TOP
 BE1363'OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BE1363'
 BE1363'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1363'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE1363'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BE1363'1.6 MILES TO LAKE SHORE DRIVE.  TURN LEFT AND GO SOUTH ON LAKE
 BE1363'SHORE DRIVE FOR 0.2 MILES TO END OF PAVEMENT.  TURN LEFT AND GO
 BE1363'SOUTHEAST ON CLAY AND SHELL ROAD TO LAST HOUSE ON THE BEACH,
 BE1363'FROM THIS POINT STATION IS APPROXIMATELY 200 FEET EAST.
 BE1363'
 BE1363'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BE1363'RESOURCES BRASS DISK, STAMPED 60 76 A38, SET IN THE TOP OF A
 BE1363'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BE1363'2.4 FEET SOUTH OF A METAL WITNESS POST, 33.0 FEET NORTH OF SOUTH
 BE1363'BOTTOM OF SAND DUNE AND 36.6 FEET WEST-SOUTHWEST OF A POWER POLE.
 BE1363'
 BE1363'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A38 RM NO 1, SET IN THE
 BE1363'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES ABOVE
 BE1363'THE GROUND.  IT IS 1.8 FEET SOUTH OF A METAL WITNESS POST AND 21.2
 BE1363'FEET SOUTH OF A POWER POLE.
 BE1363'
 BE1363'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A38 RM NO 2, SET IN THE
 BE1363'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BE1363'THE GROUND.  IT IS 1.7 FEET WEST-SOUTHWEST OF A METAL WITNESS
 BE1363'POST AND 57.0 FEET WEST OF A POWER POLE.
 BE1363
 BE1363                          STATION RECOVERY (1976)
 BE1363
 BE1363'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1363'7.8 MI W FROM WEST PANAMA CITY BEACH.
 BE1363'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1363'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1363'WEST ON U.S. ROUTE 98 FOR ABOUT 1.6 MILES TO LAKE SHORE DRIVE, THEN
 BE1363'SOUTH ON LAKE SHORE DRIVE FOR ABOUT 0.2 MILES TO END OF PAVEMENT, THEN
 BE1363'EAST ON CLAY ROAD TO LAST HOUSE ON BEACH.  CONTINUE EAST FOR ABOUT 200
 BE1363'FEET AND STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE
 BE1363'MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 33.0 FEET NORTH OF
 BE1363'SOUTH BOTTOM OF SAND DUNE, 36.6 FEET WEST-SOUTHWEST OF A POWER POLE
 BE1363'AND 2.4 FEET SOUTH OF A METAL WITNESS POST. SECTION 36, T 3S, R 18W.
 BE1363
 BE1363                          STATION RECOVERY (1977)
 BE1363
 BE1363'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1363'STATION RECOVERED, AS DESCRIBED BY C. B. MC GHIN IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1418 ***********************************************************************
 BE1418  DESIGNATION -  60 76 A38 RM 2
 BE1418  PID         -  BE1418
 BE1418  STATE/COUNTY-  FL/WALTON
 BE1418  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1418
 BE1418                         *CURRENT SURVEY CONTROL
 BE1418  ___________________________________________________________________
 BE1418* NAD 83(1986)-  30 16 12.     (N)    085 59 45.     (W)     SCALED    
 BE1418* NAVD 88     -         8.124  (meters)      26.65   (feet)  ADJUSTED  
 BE1418  ___________________________________________________________________
 BE1418  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1418  DYNAMIC HT  -           8.113 (meters)      26.62  (feet)  COMP
 BE1418  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BE1418
 BE1418  VERT ORDER  -  SECOND    CLASS II
 BE1418
 BE1418.The horizontal coordinates were scaled from a topographic map and have
 BE1418.an estimated accuracy of +/- 6 seconds.
 BE1418
 BE1418.The orthometric height was determined by differential leveling
 BE1418.and adjusted by the National Geodetic Survey in June 1991..
 BE1418
 BE1418.The geoid height was determined by GEOID03.
 BE1418
 BE1418.The dynamic height is computed by dividing the NAVD 88
 BE1418.geopotential number by the normal gravity value computed on the
 BE1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1418.degrees latitude (g = 980.6199 gals.).
 BE1418
 BE1418.The modeled gravity was interpolated from observed gravity values.
 BE1418
 BE1418;                    North         East    Units  Estimated Accuracy
 BE1418;SPC FL N     -   141,720.      456,080.      MT  (+/- 180 meters Scaled)
 BE1418
 BE1418                          SUPERSEDED SURVEY CONTROL
 BE1418
 BE1418.No superseded survey control is available for this station.
 BE1418
 BE1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU965491(NAD 83)
 BE1418_MARKER: DD = SURVEY DISK
 BE1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1418_STAMPING: 60 76 A38 RM NO2
 BE1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1418+STABILITY: SURFACE MOTION
 BE1418
 BE1418  HISTORY     - Date     Condition        Report By
 BE1418  HISTORY     - 1976     MONUMENTED       FLDT
 BE1418  HISTORY     - 1976     GOOD             FLDT
 BE1418
 BE1418                          STATION DESCRIPTION
 BE1418
 BE1418'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1418'7.8 MI W FROM WEST PANAMA CITY BEACH.
 BE1418'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1418'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1418'WEST ON U.S. ROUTE 98 FOR ABOUT 1.6 MILES TO LAKE SHORE DRIVE, THEN
 BE1418'SOUTH ON LAKE SHORE DRIVE FOR ABOUT 0.2 MILES TO END OF PAVEMENT, THEN
 BE1418'EAST ON CLAY ROAD TO LAST HOUSE ON THE BEACH. CONTINUE EAST FOR ABOUT
 BE1418'200 FEET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4
 BE1418'INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT IS 57.0
 BE1418'FEET WEST OF A POWER POLE AND 1.7 FEET WEST-SOUTHWEST OF A METAL
 BE1418'WITNESS POST.  SECTION 36, T 3S, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1364 ***********************************************************************
 BE1364  DESIGNATION -  60 76 A39
 BE1364  PID         -  BE1364
 BE1364  STATE/COUNTY-  FL/BAY
 BE1364  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1364
 BE1364                         *CURRENT SURVEY CONTROL
 BE1364  ___________________________________________________________________
 BE1364* NAD 83(1990)-  30 16 12.22815(N)    085 59 28.88190(W)     ADJUSTED  
 BE1364* NAVD 88     -         4.718  (meters)      15.48   (feet)  ADJUSTED  
 BE1364  ___________________________________________________________________
 BE1364  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BE1364  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1364  DYNAMIC HT  -           4.712 (meters)      15.46  (feet)  COMP
 BE1364  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BE1364
 BE1364  HORZ ORDER  -  SECOND
 BE1364  VERT ORDER  -  SECOND    CLASS II
 BE1364
 BE1364.The horizontal coordinates were established by classical geodetic methods
 BE1364.and adjusted by the National Geodetic Survey in May 1991..
 BE1364
 BE1364.The orthometric height was determined by differential leveling
 BE1364.and adjusted by the National Geodetic Survey in June 1991..
 BE1364
 BE1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1364
 BE1364.The geoid height was determined by GEOID03.
 BE1364
 BE1364.The dynamic height is computed by dividing the NAVD 88
 BE1364.geopotential number by the normal gravity value computed on the
 BE1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1364.degrees latitude (g = 980.6199 gals.).
 BE1364
 BE1364.The modeled gravity was interpolated from observed gravity values.
 BE1364
 BE1364;                    North         East     Units Scale Factor Converg.
 BE1364;SPC FL N     -   141,721.977   456,507.077   MT  0.99995004   -0 44 58.0
 BE1364;SPC FL N     -   464,966.19  1,497,723.64   sFT  0.99995004   -0 44 58.0
 BE1364;UTM  16      - 3,349,141.673   597,019.371   MT  0.99971612   +0 30 30.5
 BE1364
 BE1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1364!SPC FL N     -   1.00000359  x   0.99995004  =   0.99995363
 BE1364!UTM  16      -   1.00000359  x   0.99971612  =   0.99971971
 BE1364
 BE1364|---------------------------------------------------------------------|
 BE1364| PID    Reference Object                     Distance      Geod. Az  |
 BE1364|                                                           dddmmss.s |
 BE1364| BE1362 60 76 A39 RM 1                        5.398 METERS 00424     |
 BE1364| BE1363 60 76 A38                           444.447 METERS 2713000.8 |
 BE1364| BE1419 60 76 A39 RM 2                       17.466 METERS 27735     |
 BE1364|---------------------------------------------------------------------|
 BE1364
 BE1364                          SUPERSEDED SURVEY CONTROL
 BE1364
 BE1364  NAD 83(1986)-  30 16 12.23992(N)    085 59 28.89082(W) AD(       ) 2
 BE1364  NAD 27      -  30 16 11.51377(N)    085 59 29.11519(W) AD(       ) 2
 BE1364  NGVD 29 (07/19/86)    4.92   (m)           16.1    (f) LEVELING    3  
 BE1364
 BE1364.Superseded values are not recommended for survey control.
 BE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1364.See file dsdata.txt to determine how the superseded data were derived.
 BE1364
 BE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9701949142(NAD 83)
 BE1364_MARKER: DD = SURVEY DISK
 BE1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1364_STAMPING: 60 76 A39
 BE1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1364+STABILITY: SURFACE MOTION
 BE1364
 BE1364  HISTORY     - Date     Condition        Report By
 BE1364  HISTORY     - 1976     MONUMENTED       FLDT
 BE1364  HISTORY     - 1976     GOOD             FLDT
 BE1364  HISTORY     - 1977     GOOD             FLDT
 BE1364
 BE1364                          STATION DESCRIPTION
 BE1364
 BE1364'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1364'STATION IS LOCATED ABOUT 15-3/4 MILES SOUTHEAST OF SANTA ROSA
 BE1364'BEACH AND ABOUT 20-1/2 MILES WEST-NORTHWEST OF PANAMA CITY, ON
 BE1364'THE TOP OF THE FIRST SAND DUNE ON THE WEST SIDE OF PHILLIPS INLET
 BE1364'ON THE GULF OF MEXICO BEACH.
 BE1364'
 BE1364'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1364'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE1364'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BE1364'FOR 0.9 MILE TO GRADED ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 BE1364'GRADED ROAD (CAMP HELEN ROAD, WHICH IS PRIVATE PROPERTY) FOR 0.4
 BE1364'MILES TO A WOODEN BRIDGE OVER A SMALL BAYOU.  CONTINUE SOUTH ON
 BE1364'GRADED ROAD FOR 0.1 MILES TO STATION ON THE RIGHT.
 BE1364'
 BE1364'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF NATURAL
 BE1364'RESOURCES BRASS DISK, STAMPED 60 76 A39, SET IN THE TOP OF A
 BE1364'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 BE1364'IS 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, 16.0 FEET NORTH
 BE1364'OF SOUTH EDGE OF SAND DUNE AND 143.0 FEET WEST-NORTHWEST OF
 BE1364'CENTER OF GRADED ROAD.
 BE1364'
 BE1364'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A39 RM NO 1, SET IN
 BE1364'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BE1364'BELOW THE GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS
 BE1364'POST, 5.0 FEET WEST OF EAST EDGE OF SAND DUNE AND 10.0 FEET SOUTH
 BE1364'OF NORTH EDGE OF SAND DUNE.
 BE1364'
 BE1364'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A39 RM NO 2, SET IN
 BE1364'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH
 BE1364'BELOW THE GROUND.  IT IS 1.7 FEET EAST-SOUTHEAST OF A METAL
 BE1364'WITNESS POST AND 14.0 FEET SOUTH OF NORTH EDGE OF SAND DUNE.
 BE1364
 BE1364                          STATION RECOVERY (1976)
 BE1364
 BE1364'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1364'7.4 MI W FROM WEST PANAMA CITY BEACH.
 BE1364'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1364'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1364'WEST ON U.S. ROUTE 98 FOR ABOUT 0.9 MILE TO GRADED ROAD (ENTRANCE TO
 BE1364'CAMP HELEN A PRIVATE RESORT).  GO SOUTH ON GRADED ROAD FOR 0.4 MILE TO
 BE1364'A WOODEN BRIDGE OVER SMALL BAYOU.  CONTINUE SOUTH ON GRADED ROAD FOR
 BE1364'ABOUT 0.1 MILE AND STATION MARK.  WHICH SET IN THE TOP OF A ROUND
 BE1364'CONCRETE MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 143.0 FEET
 BE1364'WEST-NORTHWEST OF CENTER OF GRADED ROAD, 16.0 FEET NORTH OF SOUTH EDGE
 BE1364'OF SAND DUNE AND 2.0 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION
 BE1364'31, T 2S, R 17W.
 BE1364
 BE1364                          STATION RECOVERY (1977)
 BE1364
 BE1364'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1364'STATION RECOVERED, AS DESCRIBED BY C. B. MC GHIN IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1362 ***********************************************************************
 BE1362  DESIGNATION -  60 76 A39 RM 1
 BE1362  PID         -  BE1362
 BE1362  STATE/COUNTY-  FL/BAY
 BE1362  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1362
 BE1362                         *CURRENT SURVEY CONTROL
 BE1362  ___________________________________________________________________
 BE1362* NAD 83(1986)-  30 16 12.     (N)    085 59 29.     (W)     SCALED    
 BE1362* NAVD 88     -         4.871  (meters)      15.98   (feet)  ADJUSTED  
 BE1362  ___________________________________________________________________
 BE1362  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1362  DYNAMIC HT  -           4.865 (meters)      15.96  (feet)  COMP
 BE1362  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BE1362
 BE1362  VERT ORDER  -  SECOND    CLASS II
 BE1362
 BE1362.The horizontal coordinates were scaled from a topographic map and have
 BE1362.an estimated accuracy of +/- 6 seconds.
 BE1362
 BE1362.The orthometric height was determined by differential leveling
 BE1362.and adjusted by the National Geodetic Survey in June 1991..
 BE1362
 BE1362.The geoid height was determined by GEOID03.
 BE1362
 BE1362.The dynamic height is computed by dividing the NAVD 88
 BE1362.geopotential number by the normal gravity value computed on the
 BE1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1362.degrees latitude (g = 980.6199 gals.).
 BE1362
 BE1362.The modeled gravity was interpolated from observed gravity values.
 BE1362
 BE1362;                    North         East    Units  Estimated Accuracy
 BE1362;SPC FL N     -   141,720.      456,500.      MT  (+/- 180 meters Scaled)
 BE1362
 BE1362                          SUPERSEDED SURVEY CONTROL
 BE1362
 BE1362.No superseded survey control is available for this station.
 BE1362
 BE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU970491(NAD 83)
 BE1362_MARKER: DD = SURVEY DISK
 BE1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1362_STAMPING: 60 76 A39 RM NO1
 BE1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1362+STABILITY: SURFACE MOTION
 BE1362
 BE1362  HISTORY     - Date     Condition        Report By
 BE1362  HISTORY     - 1976     MONUMENTED       FLDT
 BE1362  HISTORY     - 1976     GOOD             FLDT
 BE1362
 BE1362                          STATION DESCRIPTION
 BE1362
 BE1362'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1362'7.4 MI W FROM WEST PANAMA CITY BEACH.
 BE1362'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1362'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1362'WEST ON U.S. ROUTE 98 FOR ABOUT 0.9 MILE TO GRADED ROAD (ENTRANCE TO
 BE1362'CAMP HELEN A PRIVATE RESORT).  GO SOUTH ON GRADED ROAD FOR ABOUT 0.4
 BE1362'MILE TO A WOODEN BRIDGE OVER SMALL BAYOU.  CONTINUE SOUTH ON GRADED
 BE1362'ROAD FOR ABOUT 0.1 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BE1362'OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE GROUND. IT
 BE1362'IS 10.0 FEET SOUTH OF NORTH EDGE OF SAND DUNE, 5.0 FEET WEST OF EAST
 BE1362'EDGE OF SAND DUNE AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 BE1362'SECTION 31, T 2S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1419 ***********************************************************************
 BE1419  DESIGNATION -  60 76 A39 RM 2
 BE1419  PID         -  BE1419
 BE1419  STATE/COUNTY-  FL/BAY
 BE1419  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1419
 BE1419                         *CURRENT SURVEY CONTROL
 BE1419  ___________________________________________________________________
 BE1419* NAD 83(1986)-  30 16 12.     (N)    085 59 29.     (W)     SCALED    
 BE1419* NAVD 88     -         3.646  (meters)      11.96   (feet)  ADJUSTED  
 BE1419  ___________________________________________________________________
 BE1419  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1419  DYNAMIC HT  -           3.641 (meters)      11.95  (feet)  COMP
 BE1419  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 BE1419
 BE1419  VERT ORDER  -  SECOND    CLASS II
 BE1419
 BE1419.The horizontal coordinates were scaled from a topographic map and have
 BE1419.an estimated accuracy of +/- 6 seconds.
 BE1419
 BE1419.The orthometric height was determined by differential leveling
 BE1419.and adjusted by the National Geodetic Survey in June 1991..
 BE1419
 BE1419.The geoid height was determined by GEOID03.
 BE1419
 BE1419.The dynamic height is computed by dividing the NAVD 88
 BE1419.geopotential number by the normal gravity value computed on the
 BE1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1419.degrees latitude (g = 980.6199 gals.).
 BE1419
 BE1419.The modeled gravity was interpolated from observed gravity values.
 BE1419
 BE1419;                    North         East    Units  Estimated Accuracy
 BE1419;SPC FL N     -   141,720.      456,500.      MT  (+/- 180 meters Scaled)
 BE1419
 BE1419                          SUPERSEDED SURVEY CONTROL
 BE1419
 BE1419.No superseded survey control is available for this station.
 BE1419
 BE1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU970491(NAD 83)
 BE1419_MARKER: DD = SURVEY DISK
 BE1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1419_STAMPING: 60 76 A39 RM NO2
 BE1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1419+STABILITY: SURFACE MOTION
 BE1419
 BE1419  HISTORY     - Date     Condition        Report By
 BE1419  HISTORY     - 1976     MONUMENTED       FLDT
 BE1419  HISTORY     - 1976     GOOD             FLDT
 BE1419
 BE1419                          STATION DESCRIPTION
 BE1419
 BE1419'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1419'7.4 MI W FROM WEST PANAMA CITY BEACH.
 BE1419'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1419'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1419'WEST ON U.S. ROUTE 98 FOR ABOUT 0.9 MILE TO GRADED ROAD (ENTRANCE TO
 BE1419'CAMP HELEN A PRIVATE RESORT).  GO SOUTH ON GRADED ROAD FOR 0.4 MILE TO
 BE1419'A WOODEN BRIDGE OVER SMALL BAYOU.  CONTINUE SOUTH ON GRADED ROAD FOR
 BE1419'0.1 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4
 BE1419'INCH CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 14.0 FEET SOUTH
 BE1419'OF NORTH EDGE OF SAND DUNE AND 1.7 FEET EAST-SOUTHEAST OF A METAL
 BE1419'WITNESS POST.  SECTION 31, T 2S, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3748 ***********************************************************************
 BE3748  DESIGNATION -  60 76 A40
 BE3748  PID         -  BE3748
 BE3748  STATE/COUNTY-  FL/BAY
 BE3748  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE3748
 BE3748                         *CURRENT SURVEY CONTROL
 BE3748  ___________________________________________________________________
 BE3748* NAD 83(1990)-  30 16 18.62471(N)    085 58 59.69888(W)     ADJUSTED  
 BE3748* NAVD 88     -         2.92   (+/-2cm)       9.6    (feet)  VERTCON   
 BE3748  ___________________________________________________________________
 BE3748  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BE3748  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3748
 BE3748  HORZ ORDER  -  SECOND
 BE3748  VERT ORDER  -  THIRD ? (See Below)
 BE3748
 BE3748.The horizontal coordinates were established by classical geodetic methods
 BE3748.and adjusted by the National Geodetic Survey in May 1991..
 BE3748
 BE3748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3748.The vertical order pertains to the NGVD 29 superseded value.
 BE3748
 BE3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3748
 BE3748.The geoid height was determined by GEOID03.
 BE3748
 BE3748;                    North         East     Units Scale Factor Converg.
 BE3748;SPC FL N     -   141,908.749   457,289.563   MT  0.99995009   -0 44 43.3
 BE3748;SPC FL N     -   465,578.95  1,500,290.84   sFT  0.99995009   -0 44 43.3
 BE3748;UTM  16      - 3,349,345.531   597,797.387   MT  0.99971799   +0 30 45.3
 BE3748
 BE3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3748!SPC FL N     -   1.00000388  x   0.99995009  =   0.99995397
 BE3748!UTM  16      -   1.00000388  x   0.99971799  =   0.99972187
 BE3748
 BE3748|---------------------------------------------------------------------|
 BE3748| PID    Reference Object                     Distance      Geod. Az  |
 BE3748|                                                           dddmmss.s |
 BE3748| CW1696 60 76 A40 RM 1                       11.789 METERS 13501     |
 BE3748| CW1697 60 76 A40 RM 2                       12.302 METERS 17150     |
 BE3748| BE1364 60 76 A39                           APPROX. 0.8 KM 2554947.5 |
 BE3748|---------------------------------------------------------------------|
 BE3748
 BE3748                          SUPERSEDED SURVEY CONTROL
 BE3748
 BE3748  NAD 83(1986)-  30 16 18.63641(N)    085 58 59.70779(W) AD(       ) 2
 BE3748  NAD 27      -  30 16 17.91054(N)    085 58 59.93301(W) AD(       ) 2
 BE3748  NGVD 29 (07/19/86)    3.05   (m)           10.0    (f) LEVELING    3  
 BE3748
 BE3748.Superseded values are not recommended for survey control.
 BE3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3748.See file dsdata.txt to determine how the superseded data were derived.
 BE3748
 BE3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9779749346(NAD 83)
 BE3748_MARKER: DD = SURVEY DISK
 BE3748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3748
 BE3748  HISTORY     - Date     Condition        Report By
 BE3748  HISTORY     - 1976     MONUMENTED       FLDT
 BE3748  HISTORY     - 1977     GOOD             FLDT
 BE3748  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 BE3748
 BE3748                          STATION DESCRIPTION
 BE3748
 BE3748'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE3748'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF SANTA ROSA BEACH
 BE3748'AND ABOUT 20 MILES WEST-NORTHWEST OF PANAMA CITY, ON THE SOUTH
 BE3748'SIDE OF U.S. ROUTE 98 NEAR THE EAST END OF PHILLIPS INLET BRIDGE.
 BE3748'
 BE3748'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE3748'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE3748'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BE3748'FOR 0.5 MILES TO STATION ON THE LEFT.
 BE3748'
 BE3748'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BE3748'RESOURCES BRASS DISK, STAMPED 60 76 A40, SET IN THE TOP OF A
 BE3748'ROUND CONCRETE MONUMENT THAT IS 9 INCHES BELOW THE GROUND.  IT
 BE3748'IS 3.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 4.7 FEET
 BE3748'SOUTH-SOUTHWEST OF A METAL GUARDRAIL, 5.3 FEET SOUTH OF SOUTHEAST
 BE3748'END OF BRIDGE AND 17.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF
 BE3748'U.S. ROUTE 98.
 BE3748'
 BE3748'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE3748'TRANSPORTATION BRASS DISK, STAMPED 60 76 A40 RM NO 1, SET IN THE
 BE3748'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BE3748'THE GROUND.  IT IS 3.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BE3748'POST, 7.8 FEET WEST OF EAST END OF METAL GUARDRAIL AND 23.5 FEET
 BE3748'SOUTH-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BE3748'
 BE3748'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE3748'TRANSPORTATION BRASS DISK, STAMPED 60 76 A40 RM NO 2, SET IN THE
 BE3748'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3748'THE GROUND.  IT IS 1.2 FEET EAST-SOUTHEAST OF A METAL WITNESS
 BE3748'POST, 30.0 FEET SOUTHWEST OF EAST END OF METAL GUARDRAIL AND
 BE3748'47.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BE3748
 BE3748                          STATION RECOVERY (1977)
 BE3748
 BE3748'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE3748'STATION RECOVERED, AS DESCRIBED BY C. B. MC GHIN IN 1976.
 BE3748
 BE3748                          STATION RECOVERY (1995)
 BE3748
 BE3748'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4860 ***********************************************************************
 BG4860  DESIGNATION -  60 80 A 18 2
 BG4860  PID         -  BG4860
 BG4860  STATE/COUNTY-  FL/WALTON
 BG4860  USGS QUAD   -  GRAYTON BEACH (1976)
 BG4860
 BG4860                         *CURRENT SURVEY CONTROL
 BG4860  ___________________________________________________________________
 BG4860* NAD 83(1986)-  30 19 43.     (N)    086 10 08.     (W)     SCALED    
 BG4860* NAVD 88     -         9.50   (meters)      31.2    (feet)  RESET     
 BG4860  ___________________________________________________________________
 BG4860  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG4860
 BG4860  VERT ORDER  -  THIRD
 BG4860
 BG4860.The horizontal coordinates were scaled from a topographic map and have
 BG4860.an estimated accuracy of +/- 6 seconds.
 BG4860
 BG4860.The orthometric height was computed from unverified reset data.
 BG4860.No vertical observational check was made to the station.
 BG4860
 BG4860.The geoid height was determined by GEOID03.
 BG4860
 BG4860;                    North         East    Units  Estimated Accuracy
 BG4860;SPC FL N     -   148,450.      439,520.      MT  (+/- 180 meters Scaled)
 BG4860
 BG4860                          SUPERSEDED SURVEY CONTROL
 BG4860
 BG4860.No superseded survey control is available for this station.
 BG4860
 BG4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83)
 BG4860_MARKER: DD = SURVEY DISK
 BG4860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4860_SP_SET: CONCRETE POST
 BG4860_STAMPING: 60 80 A18-2
 BG4860_MARK LOGO: FLDT  
 BG4860_PROJECTION: RECESSED 7 CENTIMETERS
 BG4860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4860+STABILITY: SURFACE MOTION
 BG4860
 BG4860  HISTORY     - Date     Condition        Report By
 BG4860  HISTORY     - 1980     MONUMENTED       FLDT
 BG4860  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG4860
 BG4860                          STATION DESCRIPTION
 BG4860
 BG4860'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4860'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH.
 BG4860'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4860'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A
 BG4860'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6
 BG4860'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH
 BG4860'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE,
 BG4860'116 FEET WEST OF THE SOUTHWEST CORNER OF THE SCREENED PORCH OF A WOOD
 BG4860'FRAME HOUSE AND 17 FEET NORTH OF THE SOUTH TOP EDGE OF THE SAND DUNE.
 BG4860'THE MARK IS 1.5 METERS  S FROM  A WITNESS POST
 BG4860
 BG4860                          STATION RECOVERY (2003)
 BG4860
 BG4860'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG4860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4861 ***********************************************************************
 BG4861  DESIGNATION -  60 80 A 18 2 RM 1
 BG4861  PID         -  BG4861
 BG4861  STATE/COUNTY-  FL/WALTON
 BG4861  USGS QUAD   -  GRAYTON BEACH (1976)
 BG4861
 BG4861                         *CURRENT SURVEY CONTROL
 BG4861  ___________________________________________________________________
 BG4861* NAD 83(1986)-  30 19 43.     (N)    086 10 08.     (W)     SCALED    
 BG4861* NAVD 88     -         9.74   (meters)      32.0    (feet)  RESET     
 BG4861  ___________________________________________________________________
 BG4861  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG4861
 BG4861  VERT ORDER  -  THIRD
 BG4861
 BG4861.The horizontal coordinates were scaled from a topographic map and have
 BG4861.an estimated accuracy of +/- 6 seconds.
 BG4861
 BG4861.The orthometric height was computed from unverified reset data.
 BG4861.No vertical observational check was made to the station.
 BG4861
 BG4861.The geoid height was determined by GEOID03.
 BG4861
 BG4861;                    North         East    Units  Estimated Accuracy
 BG4861;SPC FL N     -   148,450.      439,520.      MT  (+/- 180 meters Scaled)
 BG4861
 BG4861                          SUPERSEDED SURVEY CONTROL
 BG4861
 BG4861.No superseded survey control is available for this station.
 BG4861
 BG4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83)
 BG4861_MARKER: DD = SURVEY DISK
 BG4861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4861_SP_SET: CONCRETE POST
 BG4861_STAMPING: 60 80 A18-2 RM 1
 BG4861_MARK LOGO: FLDT  
 BG4861_PROJECTION: FLUSH
 BG4861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4861+STABILITY: SURFACE MOTION
 BG4861
 BG4861  HISTORY     - Date     Condition        Report By
 BG4861  HISTORY     - 1980     MONUMENTED       FLDT
 BG4861  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG4861
 BG4861                          STATION DESCRIPTION
 BG4861
 BG4861'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4861'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH.
 BG4861'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4861'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A
 BG4861'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6
 BG4861'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH
 BG4861'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE,
 BG4861'100 FEET WEST OF THE SOUTHWEST CORNER OF THE SCREENED PORCH OF A WOOD
 BG4861'FRAME HOUSE AND 49 FEET NORTH OF THE EDGE OF THE DUNE.
 BG4861'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BG4861
 BG4861                          STATION RECOVERY (2003)
 BG4861
 BG4861'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG4861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4862 ***********************************************************************
 BG4862  DESIGNATION -  60 80 A 18 2 RM 2
 BG4862  PID         -  BG4862
 BG4862  STATE/COUNTY-  FL/WALTON
 BG4862  USGS QUAD   -  GRAYTON BEACH (1976)
 BG4862
 BG4862                         *CURRENT SURVEY CONTROL
 BG4862  ___________________________________________________________________
 BG4862* NAD 83(1986)-  30 19 43.     (N)    086 10 08.     (W)     SCALED    
 BG4862* NAVD 88     -         9.02   (meters)      29.6    (feet)  RESET     
 BG4862  ___________________________________________________________________
 BG4862  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG4862
 BG4862  VERT ORDER  -  THIRD
 BG4862
 BG4862.The horizontal coordinates were scaled from a topographic map and have
 BG4862.an estimated accuracy of +/- 6 seconds.
 BG4862
 BG4862.The orthometric height was computed from unverified reset data.
 BG4862.No vertical observational check was made to the station.
 BG4862
 BG4862.The geoid height was determined by GEOID03.
 BG4862
 BG4862;                    North         East    Units  Estimated Accuracy
 BG4862;SPC FL N     -   148,450.      439,520.      MT  (+/- 180 meters Scaled)
 BG4862
 BG4862                          SUPERSEDED SURVEY CONTROL
 BG4862
 BG4862.No superseded survey control is available for this station.
 BG4862
 BG4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83)
 BG4862_MARKER: DD = SURVEY DISK
 BG4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4862_SP_SET: CONCRETE POST
 BG4862_STAMPING: 60 80 A18-2 RM 2
 BG4862_MARK LOGO: FLDT  
 BG4862_PROJECTION: RECESSED 25 CENTIMETERS
 BG4862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4862+STABILITY: SURFACE MOTION
 BG4862
 BG4862  HISTORY     - Date     Condition        Report By
 BG4862  HISTORY     - 1980     MONUMENTED       FLDT
 BG4862  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG4862
 BG4862                          STATION DESCRIPTION
 BG4862
 BG4862'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4862'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH.
 BG4862'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4862'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A
 BG4862'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6
 BG4862'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH
 BG4862'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE,
 BG4862'20 FEET EAST OF THE WEST EDGE OF THE DUNE AND 7 FEET NORTH OF THE
 BG4862'SOUTH EDGE OF THE DUNE.
 BG4862'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BG4862
 BG4862                          STATION RECOVERY (2003)
 BG4862
 BG4862'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG4862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4865 ***********************************************************************
 BG4865  DESIGNATION -  60 80 A 26 2
 BG4865  PID         -  BG4865
 BG4865  STATE/COUNTY-  FL/WALTON
 BG4865  USGS QUAD   -  POINT WASHINGTON (1992)
 BG4865
 BG4865                         *CURRENT SURVEY CONTROL
 BG4865  ___________________________________________________________________
 BG4865* NAD 83(1986)-  30 18 03.     (N)    086 04 50.     (W)     SCALED    
 BG4865* NAVD 88     -        10.05   (meters)      33.0    (feet)  RESET     
 BG4865  ___________________________________________________________________
 BG4865  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG4865
 BG4865  VERT ORDER  -  THIRD
 BG4865
 BG4865.The horizontal coordinates were scaled from a topographic map and have
 BG4865.an estimated accuracy of +/- 6 seconds.
 BG4865
 BG4865.The orthometric height was computed from unverified reset data.
 BG4865.No vertical observational check was made to the station.
 BG4865
 BG4865.The geoid height was determined by GEOID03.
 BG4865
 BG4865;                    North         East    Units  Estimated Accuracy
 BG4865;SPC FL N     -   145,250.      447,970.      MT  (+/- 180 meters Scaled)
 BG4865
 BG4865                          SUPERSEDED SURVEY CONTROL
 BG4865
 BG4865.No superseded survey control is available for this station.
 BG4865
 BG4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU884524(NAD 83)
 BG4865_MARKER: DD = SURVEY DISK
 BG4865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4865_SP_SET: CONCRETE POST
 BG4865_STAMPING: 60 80 A26-2
 BG4865_MARK LOGO: FLDT  
 BG4865_PROJECTION: RECESSED 15 CENTIMETERS
 BG4865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4865+STABILITY: SURFACE MOTION
 BG4865
 BG4865  HISTORY     - Date     Condition        Report By
 BG4865  HISTORY     - 1980     MONUMENTED       FLDT
 BG4865
 BG4865                          STATION DESCRIPTION
 BG4865
 BG4865'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4865'5.8 KM (3.60 MI) SE FROM SEAGROVE BEACH.
 BG4865'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4865'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4865'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4865'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4865'THE BEACH FOR 1.5 MILES AND THE MARK ON TOP OF A SAND DUNE, 13 FEET
 BG4865'NORTH OF THE SOUTH EDGE OF THE DUNE, AND 10 FEET SOUTH OF THE NORTH
 BG4865'EDGE OF THE DUNE.
 BG4865'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4866 ***********************************************************************
 BG4866  DESIGNATION -  60 80 A 26 2 RM 1
 BG4866  PID         -  BG4866
 BG4866  STATE/COUNTY-  FL/WALTON
 BG4866  USGS QUAD   -  POINT WASHINGTON (1992)
 BG4866
 BG4866                         *CURRENT SURVEY CONTROL
 BG4866  ___________________________________________________________________
 BG4866* NAD 83(1986)-  30 18 03.     (N)    086 04 50.     (W)     SCALED    
 BG4866* NAVD 88     -         9.79   (meters)      32.1    (feet)  RESET     
 BG4866  ___________________________________________________________________
 BG4866  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG4866
 BG4866  VERT ORDER  -  THIRD
 BG4866
 BG4866.The horizontal coordinates were scaled from a topographic map and have
 BG4866.an estimated accuracy of +/- 6 seconds.
 BG4866
 BG4866.The orthometric height was computed from unverified reset data.
 BG4866.No vertical observational check was made to the station.
 BG4866
 BG4866.The geoid height was determined by GEOID03.
 BG4866
 BG4866;                    North         East    Units  Estimated Accuracy
 BG4866;SPC FL N     -   145,250.      447,970.      MT  (+/- 180 meters Scaled)
 BG4866
 BG4866                          SUPERSEDED SURVEY CONTROL
 BG4866
 BG4866.No superseded survey control is available for this station.
 BG4866
 BG4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU884524(NAD 83)
 BG4866_MARKER: DD = SURVEY DISK
 BG4866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4866_SP_SET: CONCRETE POST
 BG4866_STAMPING: 60 80 A26-2 RM 1
 BG4866_MARK LOGO: FLDT  
 BG4866_PROJECTION: RECESSED 5 CENTIMETERS
 BG4866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4866+STABILITY: SURFACE MOTION
 BG4866
 BG4866  HISTORY     - Date     Condition        Report By
 BG4866  HISTORY     - 1980     MONUMENTED       FLDT
 BG4866
 BG4866                          STATION DESCRIPTION
 BG4866
 BG4866'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4866'5.8 KM (3.60 MI) SE FROM SEAGROVE BEACH.
 BG4866'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4866'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4866'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4866'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4866'THE BEACH FOR 1.5 MILES AND THE MARK ON TOP OF A SAND DUNE, 30 FEET
 BG4866'WEST OF THE HIGHEST POINT OF THE EAST EDGE OF THE DUNE AND 6 FEET
 BG4866'SOUTH OF THE NORTH EDGE OF THE DUNE.
 BG4866'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4863 ***********************************************************************
 BG4863  DESIGNATION -  60 80 A 27 2
 BG4863  PID         -  BG4863
 BG4863  STATE/COUNTY-  FL/WALTON
 BG4863  USGS QUAD   -  POINT WASHINGTON (1992)
 BG4863
 BG4863                         *CURRENT SURVEY CONTROL
 BG4863  ___________________________________________________________________
 BG4863* NAD 83(1986)-  30 17 42.     (N)    086 03 51.     (W)     SCALED    
 BG4863* NAVD 88     -        10.36   (meters)      34.0    (feet)  RESET     
 BG4863  ___________________________________________________________________
 BG4863  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG4863
 BG4863  VERT ORDER  -  THIRD
 BG4863
 BG4863.The horizontal coordinates were scaled from a topographic map and have
 BG4863.an estimated accuracy of +/- 6 seconds.
 BG4863
 BG4863.The orthometric height was computed from unverified reset data.
 BG4863.No vertical observational check was made to the station.
 BG4863
 BG4863.The geoid height was determined by GEOID03.
 BG4863
 BG4863;                    North         East    Units  Estimated Accuracy
 BG4863;SPC FL N     -   144,580.      449,540.      MT  (+/- 180 meters Scaled)
 BG4863
 BG4863                          SUPERSEDED SURVEY CONTROL
 BG4863
 BG4863.No superseded survey control is available for this station.
 BG4863
 BG4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83)
 BG4863_MARKER: DD = SURVEY DISK
 BG4863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4863_SP_SET: CONCRETE POST
 BG4863_STAMPING: 60 80 A27-2
 BG4863_MARK LOGO: FLDT  
 BG4863_PROJECTION: RECESSED 15 CENTIMETERS
 BG4863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4863+STABILITY: SURFACE MOTION
 BG4863
 BG4863  HISTORY     - Date     Condition        Report By
 BG4863  HISTORY     - 1980     MONUMENTED       FLDT
 BG4863
 BG4863                          STATION DESCRIPTION
 BG4863
 BG4863'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4863'7.4 KM (4.60 MI) SE FROM SEAGROVE BEACH.
 BG4863'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4863'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4863'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4863'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4863'THE BEACH FOR ABOUT 2.5 MILES AND THE MARK, ABOUT 300 FEET SOUTH OF A
 BG4863'STREAM OUTLET FROM A LAKE, 48 FEET NORTHWEST OF THE SOUTH EDGE OF A
 BG4863'SAND DUNE AND 15 FEET WEST OF THE SAND DUNE GRASSLINE.
 BG4863'THE MARK IS 1.22 METERS  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4864 ***********************************************************************
 BG4864  DESIGNATION -  60 80 A 27 2 RM 2
 BG4864  PID         -  BG4864
 BG4864  STATE/COUNTY-  FL/WALTON
 BG4864  USGS QUAD   -  POINT WASHINGTON (1992)
 BG4864
 BG4864                         *CURRENT SURVEY CONTROL
 BG4864  ___________________________________________________________________
 BG4864* NAD 83(1986)-  30 17 42.     (N)    086 03 51.     (W)     SCALED    
 BG4864* NAVD 88     -         9.23   (meters)      30.3    (feet)  RESET     
 BG4864  ___________________________________________________________________
 BG4864  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG4864
 BG4864  VERT ORDER  -  THIRD
 BG4864
 BG4864.The horizontal coordinates were scaled from a topographic map and have
 BG4864.an estimated accuracy of +/- 6 seconds.
 BG4864
 BG4864.The orthometric height was computed from unverified reset data.
 BG4864.No vertical observational check was made to the station.
 BG4864
 BG4864.The geoid height was determined by GEOID03.
 BG4864
 BG4864;                    North         East    Units  Estimated Accuracy
 BG4864;SPC FL N     -   144,580.      449,540.      MT  (+/- 180 meters Scaled)
 BG4864
 BG4864                          SUPERSEDED SURVEY CONTROL
 BG4864
 BG4864.No superseded survey control is available for this station.
 BG4864
 BG4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83)
 BG4864_MARKER: DD = SURVEY DISK
 BG4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4864_SP_SET: CONCRETE POST
 BG4864_STAMPING: 60 80 A27-2 RM 2
 BG4864_MARK LOGO: FLDT  
 BG4864_PROJECTION: RECESSED 10 CENTIMETERS
 BG4864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4864+STABILITY: SURFACE MOTION
 BG4864
 BG4864  HISTORY     - Date     Condition        Report By
 BG4864  HISTORY     - 1980     MONUMENTED       FLDT
 BG4864
 BG4864                          STATION DESCRIPTION
 BG4864
 BG4864'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4864'7.4 KM (4.60 MI) SE FROM SEAGROVE BEACH.
 BG4864'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4864'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4864'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4864'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4864'THE BEACH FOR ABOUT 2.5 MILES AND THE MARK, ABOUT 300 FEET SOUTH OF A
 BG4864'STREAM OUTLET FROM A LAKE, AND 43 FEET EAST OF THE EDGE OF THE SAND
 BG4864'DUNE.
 BG4864'THE MARK IS 3.0 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7658 ***********************************************************************
 AF7658  DESIGNATION -  60 92 92 A03
 AF7658  PID         -  AF7658
 AF7658  STATE/COUNTY-  FL/OSCEOLA
 AF7658  USGS QUAD   -  LAKE MARIAN SE (1972)
 AF7658
 AF7658                         *CURRENT SURVEY CONTROL
 AF7658  ___________________________________________________________________
 AF7658* NAD 83(1999)-  27 46 29.95978(N)    081 07 09.37975(W)     ADJUSTED  
 AF7658* NAVD 88     -        17.6    (meters)      58.     (feet)  GPS OBS   
 AF7658  ___________________________________________________________________
 AF7658  X           -     871,830.815 (meters)                     COMP
 AF7658  Y           -  -5,579,673.355 (meters)                     COMP
 AF7658  Z           -   2,954,461.617 (meters)                     COMP
 AF7658  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AF7658  ELLIP HEIGHT-          -9.12  (meters)          (05/31/01) GPS OBS
 AF7658  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AF7658
 AF7658  HORZ ORDER  -  FIRST
 AF7658  ELLP ORDER  -  FOURTH    CLASS I
 AF7658
 AF7658.The horizontal coordinates were established by GPS observations
 AF7658.and adjusted by the National Geodetic Survey in May 2001..
 AF7658
 AF7658.The orthometric height was determined by GPS observations and a
 AF7658.high-resolution geoid model.
 AF7658
 AF7658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7658
 AF7658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7658
 AF7658.The ellipsoidal height was determined by GPS observations
 AF7658.and is referenced to NAD 83.
 AF7658
 AF7658.The geoid height was determined by GEOID03.
 AF7658
 AF7658;                    North         East     Units Scale Factor Converg.
 AF7658;SPC FL E     -   381,280.948   188,244.576   MT  0.99994288   -0 03 20.1
 AF7658;SPC FL E     - 1,250,919.24    617,599.08   sFT  0.99994288   -0 03 20.1
 AF7658;SPC FL W     -   381,586.165   286,806.158   MT  1.00003415   +0 24 37.6
 AF7658;SPC FL W     - 1,251,920.61    940,963.20   sFT  1.00003415   +0 24 37.6
 AF7658;UTM  17      - 3,072,282.838   488,248.587   MT  0.99960170   -0 03 20.1
 AF7658
 AF7658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7658!SPC FL E     -   1.00000143  x   0.99994288  =   0.99994431
 AF7658!SPC FL W     -   1.00000143  x   1.00003415  =   1.00003558
 AF7658!UTM  17      -   1.00000143  x   0.99960170  =   0.99960313
 AF7658
 AF7658:                Primary Azimuth Mark                     Grid Az
 AF7658:SPC FL E     -  60 92 92 A04                             120 48 44.1
 AF7658:SPC FL W     -  60 92 92 A04                             120 20 46.4
 AF7658:UTM  17      -  60 92 92 A04                             120 48 44.1
 AF7658
 AF7658|---------------------------------------------------------------------|
 AF7658| PID    Reference Object                     Distance      Geod. Az  |
 AF7658|                                                           dddmmss.s |
 AF7658| AF7659 60 92 92 A04                        458.448 METERS 1204524.0 |
 AF7658|---------------------------------------------------------------------|
 AF7658
 AF7658                          SUPERSEDED SURVEY CONTROL
 AF7658
 AF7658  NAD 83(1990)-  27 46 29.95916(N)    081 07 09.37931(W) AD(       ) 1
 AF7658
 AF7658.Superseded values are not recommended for survey control.
 AF7658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7658.See file dsdata.txt to determine how the superseded data were derived.
 AF7658
 AF7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8824972283(NAD 83)
 AF7658_MARKER: DE = TRAVERSE STATION DISK
 AF7658_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7658_SP_SET: IRREGULAR CONCRETE MASS
 AF7658_STAMPING: 60-92-92-A03
 AF7658_MARK LOGO: FLDT  
 AF7658_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7658+STABILITY: SURFACE MOTION
 AF7658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7658+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7658
 AF7658  HISTORY     - Date     Condition        Report By
 AF7658  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7658
 AF7658                          STATION DESCRIPTION
 AF7658
 AF7658'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7658'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7658'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7658'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 22.77 KM
 AF7658'(14.15 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE RIGHT.
 AF7658'THE STATION IS 0.13 M (0.4 FT) BELOW GROUND LEVEL. LOCATED 3.95 M
 AF7658'(13.0 FT) NORTHERLY OF THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD
 AF7658'NO. 60, 27.12 M (89.0 FT) EASTERLY OF THE EAST END OF A GAURDRAIL,
 AF7658'7.62 M (25.0 FT) SOUTHERLY OF A BARBED WIRE FENCE, AND 0.60 M
 AF7658'(2.0 FT) SOUTHERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7659 ***********************************************************************
 AF7659  DESIGNATION -  60 92 92 A04
 AF7659  PID         -  AF7659
 AF7659  STATE/COUNTY-  FL/OSCEOLA
 AF7659  USGS QUAD   -  LAKE MARIAN SE (1972)
 AF7659
 AF7659                         *CURRENT SURVEY CONTROL
 AF7659  ___________________________________________________________________
 AF7659* NAD 83(1999)-  27 46 22.34324(N)    081 06 54.99083(W)     ADJUSTED  
 AF7659* NAVD 88     -        18.6    (meters)      61.     (feet)  GPS OBS   
 AF7659  ___________________________________________________________________
 AF7659  X           -     872,237.055 (meters)                     COMP
 AF7659  Y           -  -5,579,721.320 (meters)                     COMP
 AF7659  Z           -   2,954,254.630 (meters)                     COMP
 AF7659  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AF7659  ELLIP HEIGHT-          -8.14  (meters)          (05/31/01) GPS OBS
 AF7659  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AF7659
 AF7659  HORZ ORDER  -  FIRST
 AF7659  ELLP ORDER  -  FOURTH    CLASS I
 AF7659
 AF7659.The horizontal coordinates were established by GPS observations
 AF7659.and adjusted by the National Geodetic Survey in May 2001..
 AF7659
 AF7659.The orthometric height was determined by GPS observations and a
 AF7659.high-resolution geoid model.
 AF7659
 AF7659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7659
 AF7659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7659
 AF7659.The ellipsoidal height was determined by GPS observations
 AF7659.and is referenced to NAD 83.
 AF7659
 AF7659.The geoid height was determined by GEOID03.
 AF7659
 AF7659;                    North         East     Units Scale Factor Converg.
 AF7659;SPC FL E     -   381,046.132   188,638.292   MT  0.99994277   -0 03 13.4
 AF7659;SPC FL E     - 1,250,148.85    618,890.80   sFT  0.99994277   -0 03 13.4
 AF7659;SPC FL W     -   381,354.538   287,201.807   MT  1.00003500   +0 24 44.2
 AF7659;SPC FL W     - 1,251,160.68    942,261.26   sFT  1.00003500   +0 24 44.2
 AF7659;UTM  17      - 3,072,048.102   488,642.168   MT  0.99960159   -0 03 13.4
 AF7659
 AF7659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7659!SPC FL E     -   1.00000128  x   0.99994277  =   0.99994405
 AF7659!SPC FL W     -   1.00000128  x   1.00003500  =   1.00003628
 AF7659!UTM  17      -   1.00000128  x   0.99960159  =   0.99960287
 AF7659
 AF7659:                Primary Azimuth Mark                     Grid Az
 AF7659:SPC FL E     -  60 92 92 A03                             300 48 44.1
 AF7659:SPC FL W     -  60 92 92 A03                             300 20 46.5
 AF7659:UTM  17      -  60 92 92 A03                             300 48 44.1
 AF7659
 AF7659|---------------------------------------------------------------------|
 AF7659| PID    Reference Object                     Distance      Geod. Az  |
 AF7659|                                                           dddmmss.s |
 AF7659| AF7658 60 92 92 A03                        458.448 METERS 3004530.7 |
 AF7659|---------------------------------------------------------------------|
 AF7659
 AF7659                          SUPERSEDED SURVEY CONTROL
 AF7659
 AF7659  NAD 83(1990)-  27 46 22.34262(N)    081 06 54.99039(W) AD(       ) 1
 AF7659
 AF7659.Superseded values are not recommended for survey control.
 AF7659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7659.See file dsdata.txt to determine how the superseded data were derived.
 AF7659
 AF7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8864272048(NAD 83)
 AF7659_MARKER: DE = TRAVERSE STATION DISK
 AF7659_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7659_SP_SET: IRREGULAR CONCRETE MASS
 AF7659_STAMPING: 60-92-92-A04
 AF7659_MARK LOGO: FLDT  
 AF7659_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7659+STABILITY: SURFACE MOTION
 AF7659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7659+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7659
 AF7659  HISTORY     - Date     Condition        Report By
 AF7659  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7659
 AF7659                          STATION DESCRIPTION
 AF7659
 AF7659'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7659'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7659'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7659'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 22.29 KM
 AF7659'(13.85 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE LEFT NEAR AN
 AF7659'ENTRANCEWAY INTO A PASTURE.
 AF7659'THE STATION IS FLUSH WITH THE GROUND. LOCATED 7.92 M (26.0 FT)
 AF7659'SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD NO. 60, 9.14 M
 AF7659'(30.0 FT) NORTHERLY OF A FENCE CORNER, 18.8 M (61.7 FT) NORTHWESTERLY
 AF7659'OF AT A FENCE CORNER AT THE EAST END OF A GATE ENTERING PASTURE, AND
 AF7659'0.91 M (3.0 FT) NORTHEASTERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7660 ***********************************************************************
 AF7660  DESIGNATION -  60 92 92 A05
 AF7660  PID         -  AF7660
 AF7660  STATE/COUNTY-  FL/OSCEOLA
 AF7660  USGS QUAD   -  FORT KISSIMMEE NE (1980)
 AF7660
 AF7660                         *CURRENT SURVEY CONTROL
 AF7660  ___________________________________________________________________
 AF7660* NAD 83(1999)-  27 43 46.07905(N)    081 00 47.18279(W)     ADJUSTED  
 AF7660* NAVD 88     -        20.9    (meters)      69.     (feet)  GPS OBS   
 AF7660  ___________________________________________________________________
 AF7660  X           -     882,535.530 (meters)                     COMP
 AF7660  Y           -  -5,580,371.438 (meters)                     COMP
 AF7660  Z           -   2,949,998.884 (meters)                     COMP
 AF7660  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AF7660  ELLIP HEIGHT-          -5.75  (meters)          (05/31/01) GPS OBS
 AF7660  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AF7660
 AF7660  HORZ ORDER  -  FIRST
 AF7660  ELLP ORDER  -  FOURTH    CLASS I
 AF7660
 AF7660.The horizontal coordinates were established by GPS observations
 AF7660.and adjusted by the National Geodetic Survey in May 2001..
 AF7660
 AF7660.The orthometric height was determined by GPS observations and a
 AF7660.high-resolution geoid model.
 AF7660
 AF7660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7660
 AF7660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7660
 AF7660.The ellipsoidal height was determined by GPS observations
 AF7660.and is referenced to NAD 83.
 AF7660
 AF7660.The geoid height was determined by GEOID03.
 AF7660
 AF7660;                    North         East     Units Scale Factor Converg.
 AF7660;SPC FL E     -   376,231.022   198,707.708   MT  0.99994120   -0 00 22.0
 AF7660;SPC FL E     - 1,234,351.28    651,926.87   sFT  0.99994120   -0 00 22.0
 AF7660;UTM  17      - 3,067,234.635   498,708.149   MT  0.99960002   -0 00 22.0
 AF7660
 AF7660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7660!SPC FL E     -   1.00000090  x   0.99994120  =   0.99994210
 AF7660!UTM  17      -   1.00000090  x   0.99960002  =   0.99960092
 AF7660
 AF7660:                Primary Azimuth Mark                     Grid Az
 AF7660:SPC FL E     -  60 92 92 A06                             113 05 53.6
 AF7660:UTM  17      -  60 92 92 A06                             113 05 53.6
 AF7660
 AF7660|---------------------------------------------------------------------|
 AF7660| PID    Reference Object                     Distance      Geod. Az  |
 AF7660|                                                           dddmmss.s |
 AF7660| AF7661 60 92 92 A06                        481.325 METERS 1130531.6 |
 AF7660|---------------------------------------------------------------------|
 AF7660
 AF7660                          SUPERSEDED SURVEY CONTROL
 AF7660
 AF7660  NAD 83(1990)-  27 43 46.07800(N)    081 00 47.18155(W) AD(       ) 1
 AF7660
 AF7660.Superseded values are not recommended for survey control.
 AF7660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7660.See file dsdata.txt to determine how the superseded data were derived.
 AF7660
 AF7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9870867235(NAD 83)
 AF7660_MARKER: DE = TRAVERSE STATION DISK
 AF7660_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7660_SP_SET: IRREGULAR CONCRETE MASS
 AF7660_STAMPING: 60-92-92-A05
 AF7660_MARK LOGO: FLDT  
 AF7660_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7660+STABILITY: SURFACE MOTION
 AF7660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7660+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7660
 AF7660  HISTORY     - Date     Condition        Report By
 AF7660  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7660  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7660
 AF7660                          STATION DESCRIPTION
 AF7660
 AF7660'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7660'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7660'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7660'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 11.26 KM
 AF7660'(7.00 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE LEFT.
 AF7660'THE STATION IS FLUSH WITH THE GROUND. LOCATED 3.35 M (11.0 FT)
 AF7660'SOUTHERLY OF THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD NO. 60, AND
 AF7660'0.60 M (2.0 FT) NORTHERLY OF A METAL WITNESS POST.
 AF7660
 AF7660                          STATION RECOVERY (2000)
 AF7660
 AF7660'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7661 ***********************************************************************
 AF7661  DESIGNATION -  60 92 92 A06
 AF7661  PID         -  AF7661
 AF7661  STATE/COUNTY-  FL/OSCEOLA
 AF7661  USGS QUAD   -  FORT KISSIMMEE NE (1980)
 AF7661
 AF7661                         *CURRENT SURVEY CONTROL
 AF7661  ___________________________________________________________________
 AF7661* NAD 83(1999)-  27 43 39.94595(N)    081 00 31.01845(W)     ADJUSTED  
 AF7661* NAVD 88     -        20.9    (meters)      69.     (feet)  GPS OBS   
 AF7661  ___________________________________________________________________
 AF7661  X           -     882,986.581 (meters)                     COMP
 AF7661  Y           -  -5,580,389.073 (meters)                     COMP
 AF7661  Z           -   2,949,831.803 (meters)                     COMP
 AF7661  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AF7661  ELLIP HEIGHT-          -5.69  (meters)          (05/31/01) GPS OBS
 AF7661  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AF7661
 AF7661  HORZ ORDER  -  FIRST
 AF7661  ELLP ORDER  -  FOURTH    CLASS I
 AF7661
 AF7661.The horizontal coordinates were established by GPS observations
 AF7661.and adjusted by the National Geodetic Survey in May 2001..
 AF7661
 AF7661.The orthometric height was determined by GPS observations and a
 AF7661.high-resolution geoid model.
 AF7661
 AF7661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7661
 AF7661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7661
 AF7661.The ellipsoidal height was determined by GPS observations
 AF7661.and is referenced to NAD 83.
 AF7661
 AF7661.The geoid height was determined by GEOID03.
 AF7661
 AF7661;                    North         East     Units Scale Factor Converg.
 AF7661;SPC FL E     -   376,042.206   199,150.421   MT  0.99994119   -0 00 14.4
 AF7661;SPC FL E     - 1,233,731.80    653,379.34   sFT  0.99994119   -0 00 14.4
 AF7661;UTM  17      - 3,067,045.883   499,150.710   MT  0.99960001   -0 00 14.4
 AF7661
 AF7661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7661!SPC FL E     -   1.00000089  x   0.99994119  =   0.99994208
 AF7661!UTM  17      -   1.00000089  x   0.99960001  =   0.99960090
 AF7661
 AF7661:                Primary Azimuth Mark                     Grid Az
 AF7661:SPC FL E     -  60 92 92 A05                             293 05 53.6
 AF7661:UTM  17      -  60 92 92 A05                             293 05 53.6
 AF7661
 AF7661|---------------------------------------------------------------------|
 AF7661| PID    Reference Object                     Distance      Geod. Az  |
 AF7661|                                                           dddmmss.s |
 AF7661| AF7660 60 92 92 A05                        481.325 METERS 2930539.2 |
 AF7661|---------------------------------------------------------------------|
 AF7661
 AF7661                          SUPERSEDED SURVEY CONTROL
 AF7661
 AF7661  NAD 83(1990)-  27 43 39.94489(N)    081 00 31.01720(W) AD(       ) 1
 AF7661
 AF7661.Superseded values are not recommended for survey control.
 AF7661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7661.See file dsdata.txt to determine how the superseded data were derived.
 AF7661
 AF7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9915167046(NAD 83)
 AF7661_MARKER: DE = TRAVERSE STATION DISK
 AF7661_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7661_SP_SET: IRREGULAR CONCRETE MASS
 AF7661_STAMPING: 60-92-92-A06
 AF7661_MARK LOGO: FLDT  
 AF7661_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7661+STABILITY: SURFACE MOTION
 AF7661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7661+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7661
 AF7661  HISTORY     - Date     Condition        Report By
 AF7661  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7661  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7661
 AF7661                          STATION DESCRIPTION
 AF7661
 AF7661'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7661'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7661'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7661'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 10.78 KM
 AF7661'(6.70 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE LEFT.
 AF7661'THE STATION IS 0.1 M (0.3 FT) BELOW GROUND LEVEL. LOCATED 4.05 M
 AF7661'(13.3 FT) SOUTHERLY OF THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD
 AF7661'NO. 60, 9.75 M (32.0 FT) NORTHERLY OF A BARBED WIRE FENCE AND 0.60 M
 AF7661'(2.0 FT) NORTHERLY OF A METAL WITNESS POST.
 AF7661
 AF7661                          STATION RECOVERY (2000)
 AF7661
 AF7661'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7662 ***********************************************************************
 AF7662  DESIGNATION -  60 92 92 A07
 AF7662  PID         -  AF7662
 AF7662  STATE/COUNTY-  FL/OSCEOLA
 AF7662  USGS QUAD   -  FORT DRUM NW (1972)
 AF7662
 AF7662                         *CURRENT SURVEY CONTROL
 AF7662  ___________________________________________________________________
 AF7662* NAD 83(1999)-  27 43 05.71539(N)    080 57 13.23743(W)     ADJUSTED  
 AF7662* NAVD 88     -        21.1    (meters)      69.     (feet)  GPS OBS   
 AF7662  ___________________________________________________________________
 AF7662  X           -     888,414.123 (meters)                     COMP
 AF7662  Y           -  -5,580,024.000 (meters)                     COMP
 AF7662  Z           -   2,948,899.123 (meters)                     COMP
 AF7662  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AF7662  ELLIP HEIGHT-          -5.59  (meters)          (05/31/01) GPS OBS
 AF7662  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AF7662
 AF7662  HORZ ORDER  -  FIRST
 AF7662  ELLP ORDER  -  FOURTH    CLASS I
 AF7662
 AF7662.The horizontal coordinates were established by GPS observations
 AF7662.and adjusted by the National Geodetic Survey in May 2001..
 AF7662
 AF7662.The orthometric height was determined by GPS observations and a
 AF7662.high-resolution geoid model.
 AF7662
 AF7662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7662
 AF7662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7662
 AF7662.The ellipsoidal height was determined by GPS observations
 AF7662.and is referenced to NAD 83.
 AF7662
 AF7662.The geoid height was determined by GEOID03.
 AF7662
 AF7662;                    North         East     Units Scale Factor Converg.
 AF7662;SPC FL E     -   374,989.414   204,567.938   MT  0.99994143   +0 01 17.6
 AF7662;SPC FL E     - 1,230,277.77    671,153.31   sFT  0.99994143   +0 01 17.6
 AF7662;UTM  17      - 3,065,993.450   504,566.379   MT  0.99960026   +0 01 17.6
 AF7662
 AF7662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7662!SPC FL E     -   1.00000088  x   0.99994143  =   0.99994231
 AF7662!UTM  17      -   1.00000088  x   0.99960026  =   0.99960114
 AF7662
 AF7662:                Primary Azimuth Mark                     Grid Az
 AF7662:SPC FL E     -  60 92 92 A08                             101 23 29.6
 AF7662:UTM  17      -  60 92 92 A08                             101 23 29.6
 AF7662
 AF7662|---------------------------------------------------------------------|
 AF7662| PID    Reference Object                     Distance      Geod. Az  |
 AF7662|                                                           dddmmss.s |
 AF7662| AF7663 60 92 92 A08                        410.206 METERS 1012447.2 |
 AF7662|---------------------------------------------------------------------|
 AF7662
 AF7662                          SUPERSEDED SURVEY CONTROL
 AF7662
 AF7662  NAD 83(1990)-  27 43 05.71402(N)    080 57 13.23567(W) AD(       ) 1
 AF7662
 AF7662.Superseded values are not recommended for survey control.
 AF7662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7662.See file dsdata.txt to determine how the superseded data were derived.
 AF7662
 AF7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0456665993(NAD 83)
 AF7662_MARKER: DE = TRAVERSE STATION DISK
 AF7662_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7662_SP_SET: IRREGULAR CONCRETE MASS
 AF7662_STAMPING: 60-92-92-A07
 AF7662_MARK LOGO: FLDT  
 AF7662_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7662+STABILITY: SURFACE MOTION
 AF7662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7662+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7662
 AF7662  HISTORY     - Date     Condition        Report By
 AF7662  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7662  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7662
 AF7662                          STATION DESCRIPTION
 AF7662
 AF7662'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7662'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7662'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7662'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 5.23 KM
 AF7662'(3.25 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE RIGHT.
 AF7662'THE STATION IS FLUSH WITH THE GROUND. LOCATED 8.84 M (29.0 FT)
 AF7662'NORTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD NO. 60, AND 3.66
 AF7662'M (12.0 FT) SOUTHERLY OF A METAL WITNESS POST.
 AF7662
 AF7662                          STATION RECOVERY (2000)
 AF7662
 AF7662'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7663 ***********************************************************************
 AF7663  DESIGNATION -  60 92 92 A08
 AF7663  PID         -  AF7663
 AF7663  STATE/COUNTY-  FL/OSCEOLA
 AF7663  USGS QUAD   -  FORT DRUM NW (1972)
 AF7663
 AF7663                         *CURRENT SURVEY CONTROL
 AF7663  ___________________________________________________________________
 AF7663* NAD 83(1999)-  27 43 03.07816(N)    080 56 58.55904(W)     ADJUSTED  
 AF7663* NAVD 88     -        21.4    (meters)      70.     (feet)  GPS OBS   
 AF7663  ___________________________________________________________________
 AF7663  X           -     888,817.200 (meters)                     COMP
 AF7663  Y           -  -5,579,998.357 (meters)                     COMP
 AF7663  Z           -   2,948,827.422 (meters)                     COMP
 AF7663  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AF7663  ELLIP HEIGHT-          -5.24  (meters)          (05/31/01) GPS OBS
 AF7663  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AF7663
 AF7663  HORZ ORDER  -  FIRST
 AF7663  ELLP ORDER  -  FOURTH    CLASS I
 AF7663
 AF7663.The horizontal coordinates were established by GPS observations
 AF7663.and adjusted by the National Geodetic Survey in May 2001..
 AF7663
 AF7663.The orthometric height was determined by GPS observations and a
 AF7663.high-resolution geoid model.
 AF7663
 AF7663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7663
 AF7663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7663
 AF7663.The ellipsoidal height was determined by GPS observations
 AF7663.and is referenced to NAD 83.
 AF7663
 AF7663.The geoid height was determined by GEOID03.
 AF7663
 AF7663;                    North         East     Units Scale Factor Converg.
 AF7663;SPC FL E     -   374,908.397   204,970.040   MT  0.99994148   +0 01 24.4
 AF7663;SPC FL E     - 1,230,011.97    672,472.54   sFT  0.99994148   +0 01 24.4
 AF7663;UTM  17      - 3,065,912.461   504,968.344   MT  0.99960030   +0 01 24.4
 AF7663
 AF7663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7663!SPC FL E     -   1.00000082  x   0.99994148  =   0.99994230
 AF7663!UTM  17      -   1.00000082  x   0.99960030  =   0.99960112
 AF7663
 AF7663:                Primary Azimuth Mark                     Grid Az
 AF7663:SPC FL E     -  60 92 92 A07                             281 23 29.7
 AF7663:UTM  17      -  60 92 92 A07                             281 23 29.7
 AF7663
 AF7663|---------------------------------------------------------------------|
 AF7663| PID    Reference Object                     Distance      Geod. Az  |
 AF7663|                                                           dddmmss.s |
 AF7663| AF7662 60 92 92 A07                        410.206 METERS 2812454.1 |
 AF7663|---------------------------------------------------------------------|
 AF7663
 AF7663                          SUPERSEDED SURVEY CONTROL
 AF7663
 AF7663  NAD 83(1990)-  27 43 03.07679(N)    080 56 58.55728(W) AD(       ) 1
 AF7663
 AF7663.Superseded values are not recommended for survey control.
 AF7663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7663.See file dsdata.txt to determine how the superseded data were derived.
 AF7663
 AF7663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0496865912(NAD 83)
 AF7663_MARKER: DE = TRAVERSE STATION DISK
 AF7663_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7663_SP_SET: IRREGULAR CONCRETE MASS
 AF7663_STAMPING: 60-92-92-A08
 AF7663_MARK LOGO: FLDT  
 AF7663_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7663+STABILITY: SURFACE MOTION
 AF7663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7663+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7663
 AF7663  HISTORY     - Date     Condition        Report By
 AF7663  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7663  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7663
 AF7663                          STATION DESCRIPTION
 AF7663
 AF7663'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7663'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7663'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7663'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 4.83 KM
 AF7663'(3.00 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE RIGHT.
 AF7663'THE STATION IS FLUSH WITH THE GROUND. LOCATED 2.43 M (8.0 FT)
 AF7663'NORTHERLY OF THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD NO. 60,
 AF7663'108.5 M (356.0 FT)  WESTERLY OF THE CENTERLINE OF THE MAE BASS ROAD
 AF7663'INTERSECTION, AND 4.48 M (14.7 FT) SOUTHERLY OF A METAL WITNESS POST.
 AF7663
 AF7663                          STATION RECOVERY (2000)
 AF7663
 AF7663'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7663'MARK NOT FOUND, DUE TO ROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9865 ***********************************************************************
 AC9865  DESIGNATION -  60 JAS
 AC9865  PID         -  AC9865
 AC9865  STATE/COUNTY-  FL/MARION
 AC9865  USGS QUAD   -  HALFMOON LAKE (1993)
 AC9865
 AC9865                         *CURRENT SURVEY CONTROL
 AC9865  ___________________________________________________________________
 AC9865* NAD 83(1986)-  29 10 34.     (N)    081 49 36.     (W)     SCALED    
 AC9865* NAVD 88     -        26.190  (meters)      85.92   (feet)  ADJUSTED  
 AC9865  ___________________________________________________________________
 AC9865  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AC9865  DYNAMIC HT  -          26.153 (meters)      85.80  (feet)  COMP
 AC9865  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 AC9865
 AC9865  VERT ORDER  -  SECOND    CLASS I
 AC9865
 AC9865.The horizontal coordinates were scaled from a topographic map and have
 AC9865.an estimated accuracy of +/- 6 seconds.
 AC9865
 AC9865.The orthometric height was determined by differential leveling
 AC9865.and adjusted by the National Geodetic Survey in September 1997..
 AC9865
 AC9865.The geoid height was determined by GEOID03.
 AC9865
 AC9865.The dynamic height is computed by dividing the NAVD 88
 AC9865.geopotential number by the normal gravity value computed on the
 AC9865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9865.degrees latitude (g = 980.6199 gals.).
 AC9865
 AC9865.The modeled gravity was interpolated from observed gravity values.
 AC9865
 AC9865;                    North         East    Units  Estimated Accuracy
 AC9865;SPC FL W     -   536,560.      216,860.      MT  (+/- 180 meters Scaled)
 AC9865
 AC9865                          SUPERSEDED SURVEY CONTROL
 AC9865
 AC9865.No superseded survey control is available for this station.
 AC9865
 AC9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN196277(NAD 83)
 AC9865_MARKER: DB = BENCH MARK DISK
 AC9865_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9865_STAMPING: 60 JAS 1966 87
 AC9865_MARK LOGO: USGS  
 AC9865_PROJECTION: FLUSH
 AC9865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9865+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 AC9865
 AC9865  HISTORY     - Date     Condition        Report By
 AC9865  HISTORY     - 1966     MONUMENTED       USGS
 AC9865  HISTORY     - 19960815 GOOD             FLDEP
 AC9865  HISTORY     - 20030601 GOOD             FLDEP
 AC9865
 AC9865                          STATION DESCRIPTION
 AC9865
 AC9865'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9865'THE MARK IS ABOUT 18.0 MI (29.0 KM) WEST OF ASTOR, 3.8 MI (6.1 KM)
 AC9865'EAST OF LYNNE IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AC9865'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9865'CORNER, GO EAST ON STATE ROAD 40 FOR 3.95 MI (6.36 KM) TO THE MARK ON
 AC9865'THE RIGHT, SET IN THE TOP OF A PREFABICATED 5-INCH SQUARE CONCRETE
 AC9865'POST FLUSH WITH THE GROUND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF
 AC9865'STATE ROAD 40. LOCATED 63.9 FT (19.5 M) SOUTH OF THE APPROXIMATE
 AC9865'CENTERLINE OF STATE ROAD 40, 32.9 FT (10.0 M) WEST OF THE APPROXIMATE
 AC9865'CENTERLINE OF A WOODS TRAIL AND 0.5 FT (15.2 CM) NORTH OF A METAL
 AC9865'WITNESS POST.
 AC9865
 AC9865                          STATION RECOVERY (2003)
 AC9865
 AC9865'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4346 ***********************************************************************
 BG4346  DESIGNATION -  60 PLUS 00 USE 1951
 BG4346  PID         -  BG4346
 BG4346  STATE/COUNTY-  FL/OKALOOSA
 BG4346  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4346
 BG4346                         *CURRENT SURVEY CONTROL
 BG4346  ___________________________________________________________________
 BG4346* NAD 83(1990)-  30 29 21.81188(N)    086 30 56.56950(W)     ADJUSTED  
 BG4346* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 BG4346  ___________________________________________________________________
 BG4346  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BG4346  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4346
 BG4346  HORZ ORDER  -  SECOND
 BG4346
 BG4346.The horizontal coordinates were established by classical geodetic methods
 BG4346.and adjusted by the National Geodetic Survey in December 1992..
 BG4346
 BG4346.The orthometric height was scaled from a topographic map.
 BG4346
 BG4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4346
 BG4346.The geoid height was determined by GEOID03.
 BG4346
 BG4346;                    North         East     Units Scale Factor Converg.
 BG4346;SPC FL N     -   166,807.577   406,489.661   MT  0.99996418   -1 00 46.6
 BG4346;SPC FL N     -   547,267.86  1,333,624.83   sFT  0.99996418   -1 00 46.6
 BG4346;UTM  16      - 3,373,115.659   546,477.677   MT  0.99962665   +0 14 44.6
 BG4346
 BG4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4346!SPC FL N     -   1.00000243  x   0.99996418  =   0.99996661
 BG4346!UTM  16      -   1.00000243  x   0.99962665  =   0.99962907
 BG4346
 BG4346|---------------------------------------------------------------------|
 BG4346| PID    Reference Object                     Distance      Geod. Az  |
 BG4346|                                                           dddmmss.s |
 BG4346| BG4340 CC 1951                             240.655 METERS 02925     |
 BG4346| BG4358 30 PLUS 00 USE 1951                 APPROX. 0.9 KM 1921055.8 |
 BG4346|---------------------------------------------------------------------|
 BG4346
 BG4346                          SUPERSEDED SURVEY CONTROL
 BG4346
 BG4346  NAD 83(1990)-  30 29 21.81191(N)    086 30 56.56944(W) AD(       ) 2
 BG4346  NAD 83(1986)-  30 29 21.83064(N)    086 30 56.57608(W) AD(       ) 2
 BG4346  NAD 27      -  30 29 21.11600(N)    086 30 56.75500(W) AD(       ) 2
 BG4346
 BG4346.Superseded values are not recommended for survey control.
 BG4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4346.See file dsdata.txt to determine how the superseded data were derived.
 BG4346
 BG4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4647873116(NAD 83)
 BG4346_MARKER: DD = SURVEY DISK
 BG4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4346+STABILITY: SURFACE MOTION
 BG4346
 BG4346  HISTORY     - Date     Condition        Report By
 BG4346  HISTORY     - 1951     MONUMENTED       USE
 BG4346  HISTORY     - 1987     GOOD             USPSQD
 BG4346
 BG4346                          STATION DESCRIPTION
 BG4346
 BG4346'DESCRIBED BY US ENGINEERS 1951 (DAJ)
 BG4346'STATION IS LOCATED ABOUT 300 FEET WEST OF THE WEST EDGE OF THE
 BG4346'MAIN NORTH-SOUTH RUNWAY OF EGLIN FIELD AND 0.76 MILE SOUTH OF
 BG4346'THE NORTH END OF THE NORTH-SOUTH RUNWAY.  THE SITE IS MARKED BY
 BG4346'A WHITE WITNESS POST.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 BG4346'THAT PROJECTS ABOUT 3 INCHES, WITH A BRONZE DISC IN THE CENTER
 BG4346'THAT IS STAMPED, 60+00 66.51 USE.
 BG4346'
 BG4346'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4346
 BG4346                          STATION RECOVERY (1987)
 BG4346
 BG4346'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0884 ***********************************************************************
 AK0884  DESIGNATION -  60 WT REF
 AK0884  PID         -  AK0884
 AK0884  STATE/COUNTY-  FL/BREVARD
 AK0884  USGS QUAD   -  WILSON (1979)
 AK0884
 AK0884                         *CURRENT SURVEY CONTROL
 AK0884  ___________________________________________________________________
 AK0884* NAD 83(1986)-  28 37 46.     (N)    080 39 27.     (W)     SCALED    
 AK0884* NAVD 88     -         2.043  (meters)       6.70   (feet)  ADJUSTED  
 AK0884  ___________________________________________________________________
 AK0884  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK0884  DYNAMIC HT  -           2.040 (meters)       6.69  (feet)  COMP
 AK0884  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 AK0884
 AK0884  VERT ORDER  -  FIRST     CLASS II
 AK0884
 AK0884.The horizontal coordinates were scaled from a topographic map and have
 AK0884.an estimated accuracy of +/- 6 seconds.
 AK0884
 AK0884.The orthometric height was determined by differential leveling
 AK0884.and adjusted by the National Geodetic Survey in June 1991..
 AK0884
 AK0884.The geoid height was determined by GEOID03.
 AK0884
 AK0884.The dynamic height is computed by dividing the NAVD 88
 AK0884.geopotential number by the normal gravity value computed on the
 AK0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0884.degrees latitude (g = 980.6199 gals.).
 AK0884
 AK0884.The modeled gravity was interpolated from observed gravity values.
 AK0884
 AK0884;                    North         East    Units  Estimated Accuracy
 AK0884;SPC FL E     -   476,010.      233,490.      MT  (+/- 180 meters Scaled)
 AK0884
 AK0884                          SUPERSEDED SURVEY CONTROL
 AK0884
 AK0884  NGVD 29 (??/??/92)    2.429  (m)            7.97   (f) ADJ UNCH    1 2
 AK0884
 AK0884.Superseded values are not recommended for survey control.
 AK0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0884.See file dsdata.txt to determine how the superseded data were derived.
 AK0884
 AK0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM334669(NAD 83)
 AK0884_MARKER: DD = SURVEY DISK
 AK0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0884_STAMPING: 60 WT REF 1965
 AK0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0884+STABILITY: SURFACE MOTION
 AK0884
 AK0884  HISTORY     - Date     Condition        Report By
 AK0884  HISTORY     - 1965     MONUMENTED       CGS
 AK0884
 AK0884                          STATION DESCRIPTION
 AK0884
 AK0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK0884'AT CAPE KENNEDY.
 AK0884'104 FEET NORTH OF A CABLE SUPPORT POLE, 57 FEET WEST OF THE WEST
 AK0884'EDGE OF A BLACK-TOP ROAD AND 46 FEET SOUTHWEST OF A CABLE
 AK0884'SUPPORT POLE.  THE MARK IS AN 8 X 8 INCH CONCRETE POST THAT
 AK0884'PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.  TO REACH FROM THE
 AK0884'CENTRAL CONTROL BUILDING ON CAPE KENNEDY, GO NORTHWESTERLY ON
 AK0884'THE CAPE ROAD AND STATE HIGHWAY 401 FOR 14.8 MILES TO HAPPY
 AK0884'CREEK ROAD ON THE LEFT AND THE MERRITT ISLAND LAUNCH AREA.
 AK0884'TURN LEFT WESTERLY ON HAPPY CREEK ROAD FOR 0.6 MILE TO A FORK,
 AK0884'KEEP LEFT FORK SOUTHEASTERLY FOR 0.6 MILE TO THE MARK ON THE
 AK0884'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0615 ***********************************************************************
 AC0615  DESIGNATION -  6.03
 AC0615  PID         -  AC0615
 AC0615  STATE/COUNTY-  FL/COLLIER
 AC0615  USGS QUAD   -  WEAVERS STATION (1972)
 AC0615
 AC0615                         *CURRENT SURVEY CONTROL
 AC0615  ___________________________________________________________________
 AC0615* NAD 83(1986)-  25 55 34.     (N)    081 25 37.     (W)     SCALED    
 AC0615* NAVD 88     -         1.456  (meters)       4.78   (feet)  ADJUSTED  
 AC0615  ___________________________________________________________________
 AC0615  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AC0615  DYNAMIC HT  -           1.453 (meters)       4.77  (feet)  COMP
 AC0615  MODELED GRAV-     979,025.7   (mgal)                       NAVD 88
 AC0615
 AC0615  VERT ORDER  -  FIRST     CLASS I
 AC0615
 AC0615.The horizontal coordinates were scaled from a topographic map and have
 AC0615.an estimated accuracy of +/- 6 seconds.
 AC0615
 AC0615.The orthometric height was determined by differential leveling
 AC0615.and adjusted by the National Geodetic Survey in June 1991..
 AC0615
 AC0615.The geoid height was determined by GEOID03.
 AC0615
 AC0615.The dynamic height is computed by dividing the NAVD 88
 AC0615.geopotential number by the normal gravity value computed on the
 AC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0615.degrees latitude (g = 980.6199 gals.).
 AC0615
 AC0615.The modeled gravity was interpolated from observed gravity values.
 AC0615
 AC0615;                    North         East    Units  Estimated Accuracy
 AC0615;SPC FL E     -   176,500.      157,230.      MT  (+/- 180 meters Scaled)
 AC0615
 AC0615                          SUPERSEDED SURVEY CONTROL
 AC0615
 AC0615  NGVD 29 (??/??/92)    1.869  (m)            6.13   (f) ADJ UNCH    1 1
 AC0615
 AC0615.Superseded values are not recommended for survey control.
 AC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0615.See file dsdata.txt to determine how the superseded data were derived.
 AC0615
 AC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ572675(NAD 83)
 AC0615_MARKER: DD = SURVEY DISK
 AC0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0615_SP_SET: BRIDGE ABUTMENT
 AC0615_STAMPING: 6.03
 AC0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0615
 AC0615  HISTORY     - Date     Condition        Report By
 AC0615  HISTORY     - UNK      MONUMENTED       FLDT
 AC0615  HISTORY     - 1966     GOOD             NGS
 AC0615  HISTORY     - 1990     GOOD             USPSQD
 AC0615  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0615  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0615
 AC0615                          STATION DESCRIPTION
 AC0615
 AC0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0615'8.2 MI NW FROM OCHOPEE.
 AC0615'ABOUT 8.25 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0615'THE POST OFFICE AT OCHOPEE, ABOUT 4.05 MILES NORTHWEST OF THE
 AC0615'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0615'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 69
 AC0615'A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AC0615'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0615
 AC0615                          STATION RECOVERY (1990)
 AC0615
 AC0615'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0615'RECOVERED IN GOOD CONDITION.
 AC0615
 AC0615                          STATION RECOVERY (1992)
 AC0615
 AC0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0615'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0615'DESTROYED.
 AC0615
 AC0615                          STATION RECOVERY (1999)
 AC0615
 AC0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3232 ***********************************************************************
 AC3232  DESIGNATION -  6.03 RESET
 AC3232  PID         -  AC3232
 AC3232  STATE/COUNTY-  FL/COLLIER
 AC3232  USGS QUAD   -  WEAVERS STATION (1972)
 AC3232
 AC3232                         *CURRENT SURVEY CONTROL
 AC3232  ___________________________________________________________________
 AC3232* NAD 83(1986)-  25 55 35.1    (N)    081 25 37.3    (W)     HD_HELD2  
 AC3232* NAVD 88     -         2.030  (meters)       6.66   (feet)  ADJUSTED  
 AC3232  ___________________________________________________________________
 AC3232  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AC3232  DYNAMIC HT  -           2.026 (meters)       6.65  (feet)  COMP
 AC3232  MODELED GRAV-     979,025.8   (mgal)                       NAVD 88
 AC3232
 AC3232  VERT ORDER  -  FIRST     CLASS II
 AC3232
 AC3232.The horizontal coordinates were established by autonomous hand held GPS
 AC3232.observations and have an estimated accuracy of +/- 10 meters.
 AC3232
 AC3232.The orthometric height was determined by differential leveling
 AC3232.and adjusted by the National Geodetic Survey in September 1992..
 AC3232
 AC3232.The geoid height was determined by GEOID03.
 AC3232
 AC3232.The dynamic height is computed by dividing the NAVD 88
 AC3232.geopotential number by the normal gravity value computed on the
 AC3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3232.degrees latitude (g = 980.6199 gals.).
 AC3232
 AC3232.The modeled gravity was interpolated from observed gravity values.
 AC3232
 AC3232;                    North         East    Units  Estimated Accuracy
 AC3232;SPC FL E     -   176,533.      157,223.      MT  (+/- 10 meters HH2 GPS)
 AC3232
 AC3232                          SUPERSEDED SURVEY CONTROL
 AC3232
 AC3232  NGVD 29 (09/01/92)    2.444  (m)            8.02   (f) ADJUSTED    1 2
 AC3232
 AC3232.Superseded values are not recommended for survey control.
 AC3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3232.See file dsdata.txt to determine how the superseded data were derived.
 AC3232
 AC3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5723767605(NAD 83)
 AC3232_MARKER: DD = SURVEY DISK
 AC3232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3232_SP_SET: BRIDGE GUARDRAIL
 AC3232_STAMPING: 6.03 RESET 1977
 AC3232_MARK LOGO: FLDT  
 AC3232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3232+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC3232
 AC3232  HISTORY     - Date     Condition        Report By
 AC3232  HISTORY     - 1977     MONUMENTED       NGS
 AC3232  HISTORY     - 1990     GOOD             USPSQD
 AC3232  HISTORY     - 19920226 GOOD             NGS
 AC3232  HISTORY     - 19991231 GOOD             USPSQD
 AC3232  HISTORY     - 20010714 GOOD             LDBLS
 AC3232  HISTORY     - 2002     GOOD             MAPTEC
 AC3232
 AC3232                          STATION DESCRIPTION
 AC3232
 AC3232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3232'4.15 MI WNW FROM CARNESTOWN.
 AC3232'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3232'4.15 MILES WEST-NORTHWEST ALONG U. S. HIGHWAY 41 FROM ITS
 AC3232'JUNCTION WITH STATE  HIGHWAY 29 IN CARNESTOWN, 52.0 FEET WEST
 AC3232'OF POWERLINE POLE, 16.0 FEET SOUTHWEST OF THE CENTER OF U.S.
 AC3232'HIGHWAY 41, A FLORIDA DEPARTMENT OF TRANSPORTATION DISK IN THE
 AC3232'SOUTHEAST CORNER OF BRIDGE NUMBER 69 ON THE CONCRETE SAFETY
 AC3232'RAILING.
 AC3232
 AC3232                          STATION RECOVERY (1990)
 AC3232
 AC3232'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3232'RECOVERED IN GOOD CONDITION.
 AC3232
 AC3232                          STATION RECOVERY (1992)
 AC3232
 AC3232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3232'44.1 KM (27.40 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3232'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3232'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3232'OF BRIDGE NUMBER 030069, 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF
 AC3232'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3232'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3232
 AC3232                          STATION RECOVERY (1999)
 AC3232
 AC3232'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3232'RECOVERED IN GOOD CONDITION.
 AC3232
 AC3232                          STATION RECOVERY (2001)
 AC3232
 AC3232'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC3232'THE MARK IS ABOUT 43.7 KM (27.17 MI) SOUTHEAST OF NAPLES, ABOUT 6.5 KM
 AC3232'(4.07
 AC3232'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC3232'SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST, CARNESTOWN, COLLIER
 AC3232'COUNTY,
 AC3232'FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3232' 
 AC3232'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3232'COUNTY
 AC3232'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC3232'KM (6.9
 AC3232'MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3232'SOUTHEAST ON
 AC3232'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO ITS JUNCTION WITH COUNTY ROAD 92,
 AC3232'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 18.8 KM (11.68 MI) TO THE
 AC3232'SOUTHEAST END
 AC3232'OF BRIDGE NUMBER 030068 AND THE MARK ON THE RIGHT.
 AC3232' 
 AC3232'THE MARK IS 0.46 M (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AC3232'CONCRETE
 AC3232'GUARDRAIL, 0.30 M (1.0 FT) SOUTHEAST OF A EXPANSION JOINT (BETWEEN
 AC3232'BRIDGE AND
 AC3232'ABUTMENT), AND 4.51 M (14.8 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC3232'HIGHWAY
 AC3232'41. THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL,
 AC3232'ABOUT
 AC3232'0.79 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3232' 
 AC3232' 
 AC3232'
 AC3232
 AC3232                          STATION RECOVERY (2002)
 AC3232
 AC3232'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3232'THE MARK IS ABOUT 43.7 KM (27.17 MI) SOUTHEAST OF NAPLES, ABOUT 6.5 KM
 AC3232'(4.07
 AC3232'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC3232'SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST, CARNESTOWN, COLLIER
 AC3232'COUNTY,
 AC3232'FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3232' 
 AC3232'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3232'COUNTY
 AC3232'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC3232'KM (6.9
 AC3232'MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3232'SOUTHEAST ON
 AC3232'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO ITS JUNCTION WITH COUNTY ROAD 92,
 AC3232'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 18.8 KM (11.68 MI) TO THE
 AC3232'SOUTHEAST END
 AC3232'OF BRIDGE NUMBER 030068 AND THE MARK ON THE RIGHT.
 AC3232' 
 AC3232'THE MARK IS 0.46 M (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AC3232'CONCRETE
 AC3232'GUARDRAIL, 0.30 M (1.0 FT) SOUTHEAST OF A EXPANSION JOINT (BETWEEN
 AC3232'BRIDGE AND
 AC3232'ABUTMENT), AND 4.51 M (14.8 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC3232'HIGHWAY
 AC3232'41. THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL,
 AC3232'ABOUT
 AC3232'0.79 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3232' 
 AC3232' 
 AC3232'STATION RECOVERY (2002)
 AC3232'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC3232'RECOVERED AS DESCRIBED.
 AC3232' 
 AC3232'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0438 ***********************************************************************
 AC0438  DESIGNATION -  6.03 RESET 1976
 AC0438  PID         -  AC0438
 AC0438  STATE/COUNTY-  FL/COLLIER
 AC0438  USGS QUAD   -  WEAVERS STATION (1972)
 AC0438
 AC0438                         *CURRENT SURVEY CONTROL
 AC0438  ___________________________________________________________________
 AC0438* NAD 83(1986)-  25 55 25.     (N)    081 25 14.     (W)     SCALED    
 AC0438* NAVD 88     -         1.22   (+/-2cm)       4.0    (feet)  VERTCON   
 AC0438  ___________________________________________________________________
 AC0438  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AC0438
 AC0438  VERT ORDER  -  THIRD (See Below)
 AC0438
 AC0438.The horizontal coordinates were scaled from a topographic map and have
 AC0438.an estimated accuracy of +/- 6 seconds.
 AC0438
 AC0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0438.The vertical order pertains to the NGVD 29 superseded value.
 AC0438
 AC0438.The geoid height was determined by GEOID03.
 AC0438
 AC0438;                    North         East    Units  Estimated Accuracy
 AC0438;SPC FL E     -   176,220.      157,870.      MT  (+/- 180 meters Scaled)
 AC0438
 AC0438                          SUPERSEDED SURVEY CONTROL
 AC0438
 AC0438  NGVD 29 (08/19/04)    1.63   (m)            5.3    (f) RESET       3  
 AC0438
 AC0438.Superseded values are not recommended for survey control.
 AC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0438.See file dsdata.txt to determine how the superseded data were derived.
 AC0438
 AC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ578672(NAD 83)
 AC0438_MARKER: DB = BENCH MARK DISK
 AC0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0438_SP_SET: BRIDGE
 AC0438_STAMPING: 6.03 RESET 1976
 AC0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0438
 AC0438  HISTORY     - Date     Condition        Report By
 AC0438  HISTORY     - 1976     MONUMENTED       NGS
 AC0438  HISTORY     - 1990     GOOD             USPSQD
 AC0438  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0438
 AC0438                          STATION DESCRIPTION
 AC0438
 AC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0438'4.2 MI NW FROM CARNESTOWN.
 AC0438'8.7 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0438'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0438'OF 4.15 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0438'WITH STATE HIGHWAY 29 IN CARNESTOWN, 11.1 FEET SOUTHWEST OF THE
 AC0438'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0438'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF BRIDGE 69.
 AC0438
 AC0438                          STATION RECOVERY (1990)
 AC0438
 AC0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0438'RECOVERED IN GOOD CONDITION.
 AC0438
 AC0438                          STATION RECOVERY (1999)
 AC0438
 AC0438'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0666 ***********************************************************************
 AC0666  DESIGNATION -  6.06
 AC0666  PID         -  AC0666
 AC0666  STATE/COUNTY-  FL/COLLIER
 AC0666  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0666
 AC0666                         *CURRENT SURVEY CONTROL
 AC0666  ___________________________________________________________________
 AC0666* NAD 83(1986)-  25 57 53.     (N)    081 31 40.     (W)     SCALED    
 AC0666* NAVD 88     -         1.497  (meters)       4.91   (feet)  ADJUSTED  
 AC0666  ___________________________________________________________________
 AC0666  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AC0666  DYNAMIC HT  -           1.495 (meters)       4.90  (feet)  COMP
 AC0666  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 AC0666
 AC0666  VERT ORDER  -  FIRST     CLASS I
 AC0666
 AC0666.The horizontal coordinates were scaled from a topographic map and have
 AC0666.an estimated accuracy of +/- 6 seconds.
 AC0666
 AC0666.The orthometric height was determined by differential leveling
 AC0666.and adjusted by the National Geodetic Survey in June 1991..
 AC0666
 AC0666.The geoid height was determined by GEOID03.
 AC0666
 AC0666.The dynamic height is computed by dividing the NAVD 88
 AC0666.geopotential number by the normal gravity value computed on the
 AC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0666.degrees latitude (g = 980.6199 gals.).
 AC0666
 AC0666.The modeled gravity was interpolated from observed gravity values.
 AC0666
 AC0666;                    North         East    Units  Estimated Accuracy
 AC0666;SPC FL E     -   180,810.      147,150.      MT  (+/- 180 meters Scaled)
 AC0666
 AC0666                          SUPERSEDED SURVEY CONTROL
 AC0666
 AC0666  NGVD 29 (??/??/92)    1.904  (m)            6.25   (f) ADJ UNCH    1 1
 AC0666
 AC0666.Superseded values are not recommended for survey control.
 AC0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0666.See file dsdata.txt to determine how the superseded data were derived.
 AC0666
 AC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ471718(NAD 83)
 AC0666_MARKER: DD = SURVEY DISK
 AC0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0666_SP_SET: BRIDGE ABUTMENT
 AC0666_STAMPING: 6.06
 AC0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0666
 AC0666  HISTORY     - Date     Condition        Report By
 AC0666  HISTORY     - UNK      MONUMENTED       FLHD
 AC0666  HISTORY     - 1966     GOOD             NGS
 AC0666  HISTORY     - 1990     GOOD             USPSQD
 AC0666  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0666  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0666
 AC0666                          STATION DESCRIPTION
 AC0666
 AC0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0666'4.6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0666'ABOUT 4.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0666'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0666'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0666'BRIDGE NO. 51 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0666'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0666
 AC0666                          STATION RECOVERY (1990)
 AC0666
 AC0666'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0666'RECOVERED IN GOOD CONDITION.
 AC0666
 AC0666                          STATION RECOVERY (1992)
 AC0666
 AC0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0666'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0666'DESTROYED.
 AC0666
 AC0666                          STATION RECOVERY (1999)
 AC0666
 AC0666'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6688 ***********************************************************************
 DF6688  DESIGNATION -  607
 DF6688  PID         -  DF6688
 DF6688  STATE/COUNTY-  FL/OSCEOLA
 DF6688  USGS QUAD   -  ST CLOUD NORTH (1987)
 DF6688
 DF6688                         *CURRENT SURVEY CONTROL
 DF6688  ___________________________________________________________________
 DF6688* NAD 83(1986)-  28 20 53.     (N)    081 19 11.     (W)     SCALED    
 DF6688* NAVD 88     -        21.396  (meters)      70.20   (feet)  ADJUSTED  
 DF6688  ___________________________________________________________________
 DF6688  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF6688  DYNAMIC HT  -          21.364 (meters)      70.09  (feet)  COMP
 DF6688  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 DF6688
 DF6688  VERT ORDER  -  SECOND    CLASS I
 DF6688
 DF6688.The horizontal coordinates were scaled from a topographic map and have
 DF6688.an estimated accuracy of +/- 6 seconds.
 DF6688
 DF6688.The orthometric height was determined by differential leveling
 DF6688.and adjusted by the National Geodetic Survey in April 2004..
 DF6688
 DF6688.The geoid height was determined by GEOID03.
 DF6688
 DF6688.The dynamic height is computed by dividing the NAVD 88
 DF6688.geopotential number by the normal gravity value computed on the
 DF6688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6688.degrees latitude (g = 980.6199 gals.).
 DF6688
 DF6688.The modeled gravity was interpolated from observed gravity values.
 DF6688
 DF6688;                    North         East    Units  Estimated Accuracy
 DF6688;SPC FL E     -   444,820.      168,660.      MT  (+/- 180 meters Scaled)
 DF6688
 DF6688                          SUPERSEDED SURVEY CONTROL
 DF6688
 DF6688.No superseded survey control is available for this station.
 DF6688
 DF6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM686358(NAD 83)
 DF6688_MARKER: DD = SURVEY DISK
 DF6688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF6688_SP_SET: BRIDGE RAIL
 DF6688_STAMPING: 607
 DF6688_MARK LOGO: SFLWMD
 DF6688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6688+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 DF6688
 DF6688  HISTORY     - Date     Condition        Report By
 DF6688  HISTORY     - 20010628 MONUMENTED       SFLWMD
 DF6688  HISTORY     - 20010726 GOOD             FLDEP
 DF6688
 DF6688                          STATION DESCRIPTION
 DF6688
 DF6688'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6688'THE MARK IS ABOUT 5.0 MI NORTHWEST OF ST. CLOUD, IN SECTION 25,
 DF6688'TOWNSHIP 24 SOUTH, RANGE
 DF6688'30 EAST.
 DF6688' 
 DF6688'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6688'STREET) AND
 DF6688'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6688'523 (VERMONT
 DF6688'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6688'ON LAKESHORE
 DF6688'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 2.1 MI TO THE
 DF6688'JUNCTION OF EAST
 DF6688'LAKESHORE BOULEVARD ON THE RIGHT, TURN RIGHT ON EAST LAKESHORE
 DF6688'BOULEVARD (FORTUNE
 DF6688'ROAD) AND GO NORTH FOR 3.5 MI TO THE JUNCTION OF BOGGY CREEK ROAD
 DF6688'(COUNTY ROAD 530),
 DF6688'TURN RIGHT ON BOGGY CREEK ROAD (COUNTY ROAD 530) AND GO NORTHEAST FOR
 DF6688'3.6 MI TO THE
 DF6688'EAST END OF THE BRIDGE OVER BOGGY CREEK AND THE MARK ON THE RIGHT, SET
 DF6688'IN THE TOP OF
 DF6688'THE BRIDGE RAIL OVER THE ABUTMENT 2.4 FT ABOVE THE LEVEL OF BOGGY
 DF6688'CREEK ROAD.
 DF6688' 
 DF6688'LOCATED 23.4 FT SOUTH OF THE CENTERLINE OF BOGGY CREEK ROAD, 1.7 FT
 DF6688'SOUTHEAST OF THE
 DF6688'WEST END OF A METAL GUARDRAIL AND 1.0 FT WEST OF THE EAST END OF THE
 DF6688'CONCRETE BRIDGE
 DF6688'RAIL OVER THE ABUTMENT.
 DF6688' 
 DF6688'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5471 ***********************************************************************
 AF5471  DESIGNATION -  60.99
 AF5471  PID         -  AF5471
 AF5471  STATE/COUNTY-  FL/HIGHLANDS
 AF5471  USGS QUAD   -  LORIDA (1972)
 AF5471
 AF5471                         *CURRENT SURVEY CONTROL
 AF5471  ___________________________________________________________________
 AF5471* NAD 83(1986)-  27 27 30.     (N)    081 20 52.     (W)     SCALED    
 AF5471* NAVD 88     -        19.212  (meters)      63.03   (feet)  ADJUSTED  
 AF5471  ___________________________________________________________________
 AF5471  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AF5471  DYNAMIC HT  -          19.182 (meters)      62.93  (feet)  COMP
 AF5471  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 AF5471
 AF5471  VERT ORDER  -  SECOND    CLASS 0
 AF5471
 AF5471.This mark is at Sebring Airport (SEF)
 AF5471
 AF5471.The horizontal coordinates were scaled from a topographic map and have
 AF5471.an estimated accuracy of +/- 6 seconds.
 AF5471
 AF5471.The orthometric height was determined by differential leveling
 AF5471.and adjusted by the National Geodetic Survey in June 1991..
 AF5471
 AF5471.The geoid height was determined by GEOID03.
 AF5471
 AF5471.The dynamic height is computed by dividing the NAVD 88
 AF5471.geopotential number by the normal gravity value computed on the
 AF5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5471.degrees latitude (g = 980.6199 gals.).
 AF5471
 AF5471.The modeled gravity was interpolated from observed gravity values.
 AF5471
 AF5471;                    North         East    Units  Estimated Accuracy
 AF5471;SPC FL E     -   346,240.      165,620.      MT  (+/- 180 meters Scaled)
 AF5471
 AF5471                          SUPERSEDED SURVEY CONTROL
 AF5471
 AF5471  NGVD 29 (??/??/92)   19.545  (m)           64.12   (f) ADJ UNCH    2 0
 AF5471
 AF5471.Superseded values are not recommended for survey control.
 AF5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5471.See file dsdata.txt to determine how the superseded data were derived.
 AF5471
 AF5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML656372(NAD 83)
 AF5471_MARKER: X = CHISELED CROSS
 AF5471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF5471_SP_SET: CATCH BASIN
 AF5471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF5471
 AF5471  HISTORY     - Date     Condition        Report By
 AF5471  HISTORY     - UNK      MONUMENTED       CGS
 AF5471  HISTORY     - 1945     GOOD             NGS
 AF5471
 AF5471                          STATION DESCRIPTION
 AF5471
 AF5471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AF5471'AT SEBRING AIR TERMINAL.
 AF5471'AT SEBRING AIR TERMINAL, HIGHLANDS COUNTY, 291 FEET SOUTHWEST
 AF5471'OF THE POST GYMNASIUM, 260 FEET NORTHWEST OF THE NORTHWEST CORNER
 AF5471'OF THE P.L.M. HANGAR, 78 FEET WEST OF THE CENTER OF A STREET
 AF5471'INTERSECTION, 25 FEET SOUTH OF THE CENTERLINE OF A STREET, AND
 AF5471'ON THE TOP OF A CATCH BASIN.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3988 ***********************************************************************
 BE3988  DESIGNATION -  61 91 GPS1
 BE3988  PID         -  BE3988
 BE3988  STATE/COUNTY-  FL/WASHINGTON
 BE3988  USGS QUAD   -  RED HEAD (1994)
 BE3988
 BE3988                         *CURRENT SURVEY CONTROL
 BE3988  ___________________________________________________________________
 BE3988* NAD 83(1999)-  30 26 21.76069(N)    085 52 25.36487(W)     ADJUSTED  
 BE3988* NAVD 88     -        19.0    (meters)      62.     (feet)  GPS OBS   
 BE3988  ___________________________________________________________________
 BE3988  X           -     396,021.523 (meters)                     COMP
 BE3988  Y           -  -5,489,467.298 (meters)                     COMP
 BE3988  Z           -   3,212,457.629 (meters)                     COMP
 BE3988  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BE3988  ELLIP HEIGHT-          -8.81  (meters)          (07/06/01) GPS OBS
 BE3988  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE3988
 BE3988  HORZ ORDER  -  SECOND
 BE3988  ELLP ORDER  -  FOURTH    CLASS II
 BE3988
 BE3988.The horizontal coordinates were established by GPS observations
 BE3988.and adjusted by the National Geodetic Survey in July 2001..
 BE3988
 BE3988.The orthometric height was determined by GPS observations and a
 BE3988.high-resolution geoid model.
 BE3988
 BE3988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3988
 BE3988.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3988
 BE3988.The ellipsoidal height was determined by GPS observations
 BE3988.and is referenced to NAD 83.
 BE3988
 BE3988.The geoid height was determined by GEOID03.
 BE3988
 BE3988;                    North         East     Units Scale Factor Converg.
 BE3988;SPC FL N     -   160,347.486   468,051.885   MT  0.99995967   -0 41 25.2
 BE3988;SPC FL N     -   526,073.38  1,535,600.23   sFT  0.99995967   -0 41 25.2
 BE3988;UTM  16      - 3,368,012.195   608,149.525   MT  0.99974429   +0 34 14.4
 BE3988
 BE3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3988!SPC FL N     -   1.00000138  x   0.99995967  =   0.99996105
 BE3988!UTM  16      -   1.00000138  x   0.99974429  =   0.99974567
 BE3988
 BE3988|---------------------------------------------------------------------|
 BE3988| PID    Reference Object                     Distance      Geod. Az  |
 BE3988|                                                           dddmmss.s |
 BE3988| BE3989 61 91 GPS2                          365.559 METERS 35306     |
 BE3988|---------------------------------------------------------------------|
 BE3988
 BE3988                          SUPERSEDED SURVEY CONTROL
 BE3988
 BE3988  NAD 83(1990)-  30 26 21.76022(N)    085 52 25.36578(W) AD(       ) 2
 BE3988
 BE3988.Superseded values are not recommended for survey control.
 BE3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3988.See file dsdata.txt to determine how the superseded data were derived.
 BE3988
 BE3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0815068012(NAD 83)
 BE3988_MARKER: DE = TRAVERSE STATION DISK
 BE3988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3988_SP_SET: CONCRETE POST
 BE3988_STAMPING: 61 91 GPS1
 BE3988_MARK LOGO: FLDT  
 BE3988_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3988+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3988
 BE3988  HISTORY     - Date     Condition        Report By
 BE3988  HISTORY     - 1991     MONUMENTED       FLDT
 BE3988  HISTORY     - 20020112 GOOD             USPSQD
 BE3988
 BE3988                          STATION DESCRIPTION
 BE3988
 BE3988'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3988'THE STATION IS LOCATED APPROX. 24.1 KM (15.00 MI) NORTHERLY OF PANAMA
 BE3988'CITY BEACH, FLORIDA ON THE EAST SIDE OF STATE ROAD 79, NEAR EBRO.
 BE3988'THE REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 98 AND
 BE3988'STATEROAD 79, GO NORTH FOR 8.21 KM (5.10 MI) TO THE INTERSECTION WITH
 BE3988'COUNTY ROAD 388 EAST,  CONTINUE STRAIGHT AHEAD 3.86 KM (2.40 MI)  TO
 BE3988'THE INTERSECTION WITH STEELFIELD DRIVE ON THE LEFT, CONTINUE STRAIGHT
 BE3988'AHEAD FOR 6.52 KM (4.05 MI) TO THE INTERSECTION OF COUNTY ROAD 2296 ON
 BE3988'THE  LEFT, CONTINUE STRAIGHT AHEAD 5.47 KM (3.40 MI) TO THE STATION ON
 BE3988'THE RIGHT, THIS LIES ON THE EAST SIDE OF STATE ROAD 79 .40 KM
 BE3988'(0.25 MI)   SOUTH OF THE INTERSECTION OF STATE ROAD 20 AND STATE ROAD
 BE3988'79.
 BE3988'THE STATION AT GROUND LEVEL. LOCATED 1.55 M (5.1 FT) WESTERLY OF A
 BE3988'CHAIN LINK FENCE, 12.67 M (41.6 FT) EASTERLY OF THE CENTERLINE OF A
 BE3988'CONCRETE SPILLWAY, 17.57 M (57.6 FT) EASTERLY OF THE CENTERLINE OF
 BE3988'PAVEMENT OF STATE ROAD 79, 77.78 M (255.2 FT)
 BE3988'(SOUTHERLY OF POWER POLE NO. 44-9257, AND 1.61 M (5.3 FT) WESTERLY OF
 BE3988'A METAL WITNESS POST.
 BE3988
 BE3988                          STATION RECOVERY (2002)
 BE3988
 BE3988'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE3988'MARK IS 71 FEET NNE OF THE TELEPHONE POLE ACROSS HI-WAY FROM THE
 BE3988'JUNCTION OF STATE HI-WAY 79 AND OPIES STREET (POLE NO. 835590).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3989 ***********************************************************************
 BE3989  DESIGNATION -  61 91 GPS2
 BE3989  PID         -  BE3989
 BE3989  STATE/COUNTY-  FL/WASHINGTON
 BE3989  USGS QUAD   -  RED HEAD (1994)
 BE3989
 BE3989                         *CURRENT SURVEY CONTROL
 BE3989  ___________________________________________________________________
 BE3989* NAD 83(1999)-  30 26 33.54560(N)    085 52 27.01132(W)     ADJUSTED  
 BE3989* NAVD 88     -        22.5    (meters)      74.     (feet)  GPS OBS   
 BE3989  ___________________________________________________________________
 BE3989  X           -     395,964.694 (meters)                     COMP
 BE3989  Y           -  -5,489,290.095 (meters)                     COMP
 BE3989  Z           -   3,212,772.295 (meters)                     COMP
 BE3989  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BE3989  ELLIP HEIGHT-          -5.29  (meters)          (07/06/01) GPS OBS
 BE3989  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE3989
 BE3989  HORZ ORDER  -  SECOND
 BE3989  ELLP ORDER  -  FOURTH    CLASS II
 BE3989
 BE3989.The horizontal coordinates were established by GPS observations
 BE3989.and adjusted by the National Geodetic Survey in July 2001..
 BE3989
 BE3989.The orthometric height was determined by GPS observations and a
 BE3989.high-resolution geoid model.
 BE3989
 BE3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3989
 BE3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3989
 BE3989.The ellipsoidal height was determined by GPS observations
 BE3989.and is referenced to NAD 83.
 BE3989
 BE3989.The geoid height was determined by GEOID03.
 BE3989
 BE3989;                    North         East     Units Scale Factor Converg.
 BE3989;SPC FL N     -   160,710.884   468,012.332   MT  0.99995994   -0 41 26.0
 BE3989;SPC FL N     -   527,265.63  1,535,470.46   sFT  0.99995994   -0 41 26.0
 BE3989;UTM  16      - 3,368,374.556   608,101.994   MT  0.99974416   +0 34 13.8
 BE3989
 BE3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3989!SPC FL N     -   1.00000083  x   0.99995994  =   0.99996077
 BE3989!UTM  16      -   1.00000083  x   0.99974416  =   0.99974499
 BE3989
 BE3989|---------------------------------------------------------------------|
 BE3989| PID    Reference Object                     Distance      Geod. Az  |
 BE3989|                                                           dddmmss.s |
 BE3989| BE3988 61 91 GPS1                          365.559 METERS 17306     |
 BE3989|---------------------------------------------------------------------|
 BE3989
 BE3989                          SUPERSEDED SURVEY CONTROL
 BE3989
 BE3989  NAD 83(1990)-  30 26 33.54513(N)    085 52 27.01223(W) AD(       ) 2
 BE3989
 BE3989.Superseded values are not recommended for survey control.
 BE3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3989.See file dsdata.txt to determine how the superseded data were derived.
 BE3989
 BE3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0810268375(NAD 83)
 BE3989_MARKER: DD = SURVEY DISK
 BE3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3989_SP_SET: CONCRETE POST
 BE3989_STAMPING: 61 91 GPS2
 BE3989_MARK LOGO: FLDT  
 BE3989_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3989+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 BE3989
 BE3989  HISTORY     - Date     Condition        Report By
 BE3989  HISTORY     - 1991     MONUMENTED       FLDT
 BE3989  HISTORY     - 20010501 GOOD             FLDT
 BE3989
 BE3989                          STATION DESCRIPTION
 BE3989
 BE3989'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3989'THE STATION IS LOCATED APPROX. 24.4 KM (15.15 MI) NORTHERLY OF PANAMA
 BE3989'CITY BEACH, FLORIDA AT THE SOUTHWEST INTERSECTIONOF STATE ROAD 79 AND
 BE3989'STATE ROAD 20 NEAR EBRO, FLORIDA.
 BE3989'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 98 AND STATE
 BE3989'ROAD 79, GO NORTH 24.46 KM (15.20 MI) TO THE INTERSECTION WITH STATE
 BE3989'ROAD 20 AND THE STATION ON THE LEFT.
 BE3989'THE STATION IS AT GROUND LEVEL. LOCATED 14.75 M (48.4 FT) WESTERLY OF
 BE3989'STATE ROAD 79, 29.26 M (96.0 FT) SOUTHERLY OF STATE ROAD 20, 46.2 M
 BE3989'(151.6 FT) SOUTHEASTERLY OF POWER POLE NO 154, AND 12.83 M (42.1 FT)
 BE3989'SOUTHERLY OF CONCRETE SIGNAL POLE NO. 0186.
 BE3989
 BE3989                          STATION RECOVERY (2001)
 BE3989
 BE3989'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BE3989'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0667 ***********************************************************************
 AC0667  DESIGNATION -  6.12
 AC0667  PID         -  AC0667
 AC0667  STATE/COUNTY-  FL/COLLIER
 AC0667  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0667
 AC0667                         *CURRENT SURVEY CONTROL
 AC0667  ___________________________________________________________________
 AC0667* NAD 83(1986)-  25 57 58.     (N)    081 31 52.     (W)     SCALED    
 AC0667* NAVD 88     -         1.516  (meters)       4.97   (feet)  ADJUSTED  
 AC0667  ___________________________________________________________________
 AC0667  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AC0667  DYNAMIC HT  -           1.514 (meters)       4.97  (feet)  COMP
 AC0667  MODELED GRAV-     979,032.8   (mgal)                       NAVD 88
 AC0667
 AC0667  VERT ORDER  -  FIRST     CLASS I
 AC0667
 AC0667.The horizontal coordinates were scaled from a topographic map and have
 AC0667.an estimated accuracy of +/- 6 seconds.
 AC0667
 AC0667.The orthometric height was determined by differential leveling
 AC0667.and adjusted by the National Geodetic Survey in June 1991..
 AC0667
 AC0667.The geoid height was determined by GEOID03.
 AC0667
 AC0667.The dynamic height is computed by dividing the NAVD 88
 AC0667.geopotential number by the normal gravity value computed on the
 AC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0667.degrees latitude (g = 980.6199 gals.).
 AC0667
 AC0667.The modeled gravity was interpolated from observed gravity values.
 AC0667
 AC0667;                    North         East    Units  Estimated Accuracy
 AC0667;SPC FL E     -   180,970.      146,810.      MT  (+/- 180 meters Scaled)
 AC0667
 AC0667                          SUPERSEDED SURVEY CONTROL
 AC0667
 AC0667  NGVD 29 (??/??/92)    1.923  (m)            6.31   (f) ADJ UNCH    1 1
 AC0667
 AC0667.Superseded values are not recommended for survey control.
 AC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0667.See file dsdata.txt to determine how the superseded data were derived.
 AC0667
 AC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ468720(NAD 83)
 AC0667_MARKER: DD = SURVEY DISK
 AC0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0667_SP_SET: BRIDGE ABUTMENT
 AC0667_STAMPING: 6.12
 AC0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0667
 AC0667  HISTORY     - Date     Condition        Report By
 AC0667  HISTORY     - UNK      MONUMENTED       FLHD
 AC0667  HISTORY     - 1966     GOOD             NGS
 AC0667  HISTORY     - 1990     GOOD             USPSQD
 AC0667  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0667  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0667
 AC0667                          STATION DESCRIPTION
 AC0667
 AC0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0667'4.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0667'ABOUT 4.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0667'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0667'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0667'OF HIGHWAY BRIDGE NO. 50 A, 17 FEET SOUTHWEST OF THE CENTER LINE
 AC0667'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0667
 AC0667                          STATION RECOVERY (1990)
 AC0667
 AC0667'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0667'RECOVERED IN GOOD CONDITION.
 AC0667
 AC0667                          STATION RECOVERY (1992)
 AC0667
 AC0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0667'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0667'DESTROYED.
 AC0667
 AC0667                          STATION RECOVERY (1999)
 AC0667
 AC0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0613 ***********************************************************************
 AC0613  DESIGNATION -  6.13
 AC0613  PID         -  AC0613
 AC0613  STATE/COUNTY-  FL/COLLIER
 AC0613  USGS QUAD   -  WEAVERS STATION (1972)
 AC0613
 AC0613                         *CURRENT SURVEY CONTROL
 AC0613  ___________________________________________________________________
 AC0613* NAD 83(1986)-  25 55 19.     (N)    081 24 37.     (W)     SCALED    
 AC0613* NAVD 88     -         1.493  (meters)       4.90   (feet)  ADJUSTED  
 AC0613  ___________________________________________________________________
 AC0613  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AC0613  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 AC0613  MODELED GRAV-     979,024.5   (mgal)                       NAVD 88
 AC0613
 AC0613  VERT ORDER  -  FIRST     CLASS I
 AC0613
 AC0613.The horizontal coordinates were scaled from a topographic map and have
 AC0613.an estimated accuracy of +/- 6 seconds.
 AC0613
 AC0613.The orthometric height was determined by differential leveling
 AC0613.and adjusted by the National Geodetic Survey in June 1991..
 AC0613
 AC0613.The geoid height was determined by GEOID03.
 AC0613
 AC0613.The dynamic height is computed by dividing the NAVD 88
 AC0613.geopotential number by the normal gravity value computed on the
 AC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0613.degrees latitude (g = 980.6199 gals.).
 AC0613
 AC0613.The modeled gravity was interpolated from observed gravity values.
 AC0613
 AC0613;                    North         East    Units  Estimated Accuracy
 AC0613;SPC FL E     -   176,030.      158,900.      MT  (+/- 180 meters Scaled)
 AC0613
 AC0613                          SUPERSEDED SURVEY CONTROL
 AC0613
 AC0613  NGVD 29 (??/??/92)    1.908  (m)            6.26   (f) ADJ UNCH    1 1
 AC0613
 AC0613.Superseded values are not recommended for survey control.
 AC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0613.See file dsdata.txt to determine how the superseded data were derived.
 AC0613
 AC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ589671(NAD 83)
 AC0613_MARKER: DD = SURVEY DISK
 AC0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0613_SP_SET: BRIDGE ABUTMENT
 AC0613_STAMPING: 6.13
 AC0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0613
 AC0613  HISTORY     - Date     Condition        Report By
 AC0613  HISTORY     - UNK      MONUMENTED       FLDT
 AC0613  HISTORY     - 1966     GOOD             NGS
 AC0613  HISTORY     - 1990     GOOD             USPSQD
 AC0613  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0613  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0613
 AC0613                          STATION DESCRIPTION
 AC0613
 AC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0613'7.2 MI NW FROM OCHOPEE.
 AC0613'ABOUT 7.2 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0613'POST OFFICE AT OCHOPEE, 3.0 MILES NORTHWEST OF THE INTERSECTION
 AC0613'OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST END OF THE
 AC0613'NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 71 A, 17 FEET
 AC0613'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 AC0613'ABOVE THE LEVEL OF THE HIGHWAY.
 AC0613
 AC0613                          STATION RECOVERY (1990)
 AC0613
 AC0613'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0613'RECOVERED IN GOOD CONDITION.
 AC0613
 AC0613                          STATION RECOVERY (1992)
 AC0613
 AC0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0613'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0613'DESTROYED.
 AC0613
 AC0613                          STATION RECOVERY (1999)
 AC0613
 AC0613'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3231 ***********************************************************************
 AC3231  DESIGNATION -  6.13 RESET
 AC3231  PID         -  AC3231
 AC3231  STATE/COUNTY-  FL/COLLIER
 AC3231  USGS QUAD   -  WEAVERS STATION (1972)
 AC3231
 AC3231                         *CURRENT SURVEY CONTROL
 AC3231  ___________________________________________________________________
 AC3231* NAD 83(1986)-  25 55 25.     (N)    081 24 38.     (W)     SCALED    
 AC3231* NAVD 88     -         2.076  (meters)       6.81   (feet)  ADJUSTED  
 AC3231  ___________________________________________________________________
 AC3231  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AC3231  DYNAMIC HT  -           2.072 (meters)       6.80  (feet)  COMP
 AC3231  MODELED GRAV-     979,024.6   (mgal)                       NAVD 88
 AC3231
 AC3231  VERT ORDER  -  FIRST     CLASS II
 AC3231
 AC3231.The horizontal coordinates were scaled from a topographic map and have
 AC3231.an estimated accuracy of +/- 6 seconds.
 AC3231
 AC3231.The orthometric height was determined by differential leveling
 AC3231.and adjusted by the National Geodetic Survey in September 1992..
 AC3231
 AC3231.The geoid height was determined by GEOID03.
 AC3231
 AC3231.The dynamic height is computed by dividing the NAVD 88
 AC3231.geopotential number by the normal gravity value computed on the
 AC3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3231.degrees latitude (g = 980.6199 gals.).
 AC3231
 AC3231.The modeled gravity was interpolated from observed gravity values.
 AC3231
 AC3231;                    North         East    Units  Estimated Accuracy
 AC3231;SPC FL E     -   176,220.      158,870.      MT  (+/- 180 meters Scaled)
 AC3231
 AC3231                          SUPERSEDED SURVEY CONTROL
 AC3231
 AC3231  NGVD 29 (09/01/92)    2.491  (m)            8.17   (f) ADJUSTED    1 2
 AC3231
 AC3231.Superseded values are not recommended for survey control.
 AC3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3231.See file dsdata.txt to determine how the superseded data were derived.
 AC3231
 AC3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ588672(NAD 83)
 AC3231_MARKER: DD = SURVEY DISK
 AC3231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3231_SP_SET: ABUTMENT
 AC3231_STAMPING: 6.13 RESET 1977
 AC3231_MARK LOGO: NGS   
 AC3231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3231+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC3231
 AC3231  HISTORY     - Date     Condition        Report By
 AC3231  HISTORY     - 1977     MONUMENTED       NGS
 AC3231  HISTORY     - 1990     GOOD             USPSQD
 AC3231  HISTORY     - 19920226 GOOD             NGS
 AC3231  HISTORY     - 19991231 GOOD             USPSQD
 AC3231
 AC3231                          STATION DESCRIPTION
 AC3231
 AC3231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3231'3.05 MI WNW FROM CARNESTOWN.
 AC3231'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3231'3.05 MILES WEST-NORTHWEST ALONG  U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3231'WITH STATE HIGHWAY 29 IN CARNESTOWN, A FLORIDA DEPARTMENT OF
 AC3231'TRANSPORTATION DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 71
 AC3231'ON THE CONCRETE SAFETY RAILING, 16.5 FEET SOUTHWEST OF CENTER
 AC3231'OF U.S. HIGHWAY 41.
 AC3231
 AC3231                          STATION RECOVERY (1990)
 AC3231
 AC3231'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3231'RECOVERED IN GOOD CONDITION.
 AC3231
 AC3231                          STATION RECOVERY (1992)
 AC3231
 AC3231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3231'45.8 KM (28.45 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3231'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3231'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3231'OF BRIDGE NUMBER 030071, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF
 AC3231'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3231'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3231
 AC3231                          STATION RECOVERY (1999)
 AC3231
 AC3231'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0436 ***********************************************************************
 AC0436  DESIGNATION -  6.13 RESET 1976
 AC0436  PID         -  AC0436
 AC0436  STATE/COUNTY-  FL/COLLIER
 AC0436  USGS QUAD   -  WEAVERS STATION (1972)
 AC0436
 AC0436                         *CURRENT SURVEY CONTROL
 AC0436  ___________________________________________________________________
 AC0436* NAD 83(1986)-  25 55 14.     (N)    081 24 22.     (W)     SCALED    
 AC0436* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 AC0436  ___________________________________________________________________
 AC0436  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AC0436
 AC0436  VERT ORDER  -  THIRD (See Below)
 AC0436
 AC0436.The horizontal coordinates were scaled from a topographic map and have
 AC0436.an estimated accuracy of +/- 6 seconds.
 AC0436
 AC0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0436.The vertical order pertains to the NGVD 29 superseded value.
 AC0436
 AC0436.The geoid height was determined by GEOID03.
 AC0436
 AC0436;                    North         East    Units  Estimated Accuracy
 AC0436;SPC FL E     -   175,880.      159,320.      MT  (+/- 180 meters Scaled)
 AC0436
 AC0436                          SUPERSEDED SURVEY CONTROL
 AC0436
 AC0436  NGVD 29 (08/19/04)    1.68   (m)            5.5    (f) RESET       3  
 AC0436
 AC0436.Superseded values are not recommended for survey control.
 AC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0436.See file dsdata.txt to determine how the superseded data were derived.
 AC0436
 AC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ593669(NAD 83)
 AC0436_MARKER: DB = BENCH MARK DISK
 AC0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0436_SP_SET: BRIDGE
 AC0436_STAMPING: 6.13 RESET 1976
 AC0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0436
 AC0436  HISTORY     - Date     Condition        Report By
 AC0436  HISTORY     - 1976     MONUMENTED       NGS
 AC0436  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0436
 AC0436                          STATION DESCRIPTION
 AC0436
 AC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0436'3 MI NW FROM CARNESTOWN.
 AC0436'7.6 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0436'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0436'OR 3.05 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0436'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.1 FEET SOUTHWEST OF THE
 AC0436'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0436'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF BRIDGE 71.
 AC0436
 AC0436                          STATION RECOVERY (1999)
 AC0436
 AC0436'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2935 ***********************************************************************
 BE2935  DESIGNATION -  6171 A 31 FLDT
 BE2935  PID         -  BE2935
 BE2935  STATE/COUNTY-  FL/WASHINGTON
 BE2935  USGS QUAD   -  CRYSTAL LAKE (1982)
 BE2935
 BE2935                         *CURRENT SURVEY CONTROL
 BE2935  ___________________________________________________________________
 BE2935* NAD 83(1986)-  30 28 16.     (N)    085 40 05.     (W)     SCALED    
 BE2935* NAVD 88     -        37.830  (meters)     124.11   (feet)  ADJUSTED  
 BE2935  ___________________________________________________________________
 BE2935  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BE2935  DYNAMIC HT  -          37.781 (meters)     123.95  (feet)  COMP
 BE2935  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BE2935
 BE2935  VERT ORDER  -  SECOND    CLASS I
 BE2935
 BE2935.The horizontal coordinates were scaled from a topographic map and have
 BE2935.an estimated accuracy of +/- 6 seconds.
 BE2935
 BE2935.The orthometric height was determined by differential leveling
 BE2935.and adjusted by the National Geodetic Survey in June 1991..
 BE2935
 BE2935.The geoid height was determined by GEOID03.
 BE2935
 BE2935.The dynamic height is computed by dividing the NAVD 88
 BE2935.geopotential number by the normal gravity value computed on the
 BE2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2935.degrees latitude (g = 980.6199 gals.).
 BE2935
 BE2935.The modeled gravity was interpolated from observed gravity values.
 BE2935
 BE2935;                    North         East    Units  Estimated Accuracy
 BE2935;SPC FL N     -   163,650.      487,840.      MT  (+/- 180 meters Scaled)
 BE2935
 BE2935                          SUPERSEDED SURVEY CONTROL
 BE2935
 BE2935.No superseded survey control is available for this station.
 BE2935
 BE2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU278717(NAD 83)
 BE2935_MARKER: DS = TRIANGULATION STATION DISK
 BE2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2935_SP_SET: CONCRETE POST
 BE2935_STAMPING: 6171A31
 BE2935_MARK LOGO: FLDT  
 BE2935_PROJECTION: FLUSH
 BE2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2935+STABILITY: SURFACE MOTION
 BE2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2935+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 BE2935
 BE2935  HISTORY     - Date     Condition        Report By
 BE2935  HISTORY     - UNK      MONUMENTED       FLDT
 BE2935  HISTORY     - 1980     GOOD             FLDNR
 BE2935  HISTORY     - 20020119 GOOD             USPSQD
 BE2935  HISTORY     - 20050601 GOOD             FLDT
 BE2935
 BE2935                          STATION DESCRIPTION
 BE2935
 BE2935'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2935'10.9 MI SSE FROM VERNON.
 BE2935'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 77 AND STATE HIGHWAY 20
 BE2935'SOUTH-SOUTHEAST OF VERNON, PROCEED 3.1 MILES NORTH ALONG HIGHWAY 77 TO
 BE2935'THE MARK.  THE MARK BEARS 50.85 FEET SOUTHEAST OF HIGHWAY 77
 BE2935'CENTERLINE, 15.5 FEET NORTHEAST OF A POWER POLE, AND 2.8 FEET
 BE2935'NORTHWEST OF A WITNESS POST.
 BE2935'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BE2935
 BE2935                          STATION RECOVERY (2002)
 BE2935
 BE2935'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE2935'RECOVERED IN GOOD CONDITION.
 BE2935
 BE2935                          STATION RECOVERY (2005)
 BE2935
 BE2935'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (BWF)
 BE2935' 
 BE2935' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9980 ***********************************************************************
 DE9980  DESIGNATION -  62 CMP
 DE9980  PID         -  DE9980
 DE9980  STATE/COUNTY-  FL/ST JOHNS
 DE9980  USGS QUAD   -  DURBIN (1992)
 DE9980
 DE9980                         *CURRENT SURVEY CONTROL
 DE9980  ___________________________________________________________________
 DE9980* NAD 83(1986)-  30 00 08.     (N)    081 24 52.     (W)     SCALED    
 DE9980* NAVD 88     -        11.242  (meters)      36.88   (feet)  ADJUSTED  
 DE9980  ___________________________________________________________________
 DE9980  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DE9980  DYNAMIC HT  -          11.228 (meters)      36.84  (feet)  COMP
 DE9980  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 DE9980
 DE9980  VERT ORDER  -  SECOND    CLASS I
 DE9980
 DE9980.The horizontal coordinates were scaled from a topographic map and have
 DE9980.an estimated accuracy of +/- 6 seconds.
 DE9980
 DE9980.The orthometric height was determined by differential leveling
 DE9980.and adjusted by the National Geodetic Survey in May 2004..
 DE9980
 DE9980.The geoid height was determined by GEOID03.
 DE9980
 DE9980.The dynamic height is computed by dividing the NAVD 88
 DE9980.geopotential number by the normal gravity value computed on the
 DE9980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9980.degrees latitude (g = 980.6199 gals.).
 DE9980
 DE9980.The modeled gravity was interpolated from observed gravity values.
 DE9980
 DE9980;                    North         East    Units  Estimated Accuracy
 DE9980;SPC FL E     -   628,190.      160,020.      MT  (+/- 180 meters Scaled)
 DE9980
 DE9980                          SUPERSEDED SURVEY CONTROL
 DE9980
 DE9980.No superseded survey control is available for this station.
 DE9980
 DE9980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP600191(NAD 83)
 DE9980_MARKER: DD = SURVEY DISK
 DE9980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9980_STAMPING: 62 CMP 1969
 DE9980_MARK LOGO: USGS  
 DE9980_PROJECTION: FLUSH
 DE9980_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE9980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9980+STABILITY: SURFACE MOTION
 DE9980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9980+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2001
 DE9980
 DE9980  HISTORY     - Date     Condition        Report By
 DE9980  HISTORY     - 1969     MONUMENTED       USGS
 DE9980  HISTORY     - 20010512 GOOD             FLDEP
 DE9980
 DE9980                          STATION DESCRIPTION
 DE9980
 DE9980'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DE9980'THE MARK IS ABOUT 30.0 MI SOUTH OF JACKSONVILLE, 8.0 MI NORTHWEST OF
 DE9980'SAINT AUGUSTINE, 5.2
 DE9980'MI SOUTHWEST OF DURBIN, IN SECTION 61, TOWNSHIP 6 SOUTH, RANGE 29
 DE9980'EAST.
 DE9980' 
 DE9980'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 16 (GREEN COVE
 DE9980'SPRINGS ROAD) AND U.S.
 DE9980'HIGHWAY 1 (PONCE DE LEON BOULEVARD) IN SAINT AUGUSTINE, GO NORTH ON
 DE9980'U.S. HIGHWAY 1
 DE9980'(PONCE DE LEON BOULEVARD) FOR 7.9 MI TO THE JUNCTION OF INTERNATIONAL
 DE9980'GOLF PARKWAY
 DE9980'(NINEMILE ROAD) ON THE LEFT, TURN LEFT ON INTERNATIONAL GOLF PARKWAY
 DE9980'(NINEMILE ROAD) AND
 DE9980'GO SOUTHWEST FOR 1.5 MI TO THE JUNCTION OF A DIM TRACK ROAD AND THE
 DE9980'MARK ON THE LEFT
 DE9980'(SOUTH), SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND
 DE9980'AND ABOUT LEVEL
 DE9980'WITH INTERNATIONAL GOLF PARKWAY.
 DE9980' 
 DE9980' LOCATED 57.7 FT SOUTHEAST OF CONCRETE POWER POLE NUMBER 154H3, 36.2
 DE9980'FT SOUTHEAST OF
 DE9980'THE CENTERLINE OF INTERNATIONAL GOLF PARKWAY, 29.4 FT WEST OF A
 DE9980'18-INCH PINE TREE, 25.6 FT
 DE9980'SOUTHEAST OF THE EDGE OF PAVEMENT OF INTERNATIONAL GOLF PARKWAY, 14.9
 DE9980'FT WEST OF THE
 DE9980'APPROXIMATE CENTERLINE OF A DIRT ROAD, 1.0 FT NORTH OF A CARSONITE
 DE9980'WITNESS POST AND 0.9
 DE9980'FT NORTH OF A METAL WITNESS POST.
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980' 
 DE9980'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9862 ***********************************************************************
 AC9862  DESIGNATION -  62 JAS
 AC9862  PID         -  AC9862
 AC9862  STATE/COUNTY-  FL/MARION
 AC9862  USGS QUAD   -  HALFMOON LAKE (1993)
 AC9862
 AC9862                         *CURRENT SURVEY CONTROL
 AC9862  ___________________________________________________________________
 AC9862* NAD 83(1986)-  29 10 38.     (N)    081 46 59.     (W)     SCALED    
 AC9862* NAVD 88     -        44.839  (meters)     147.11   (feet)  ADJUSTED  
 AC9862  ___________________________________________________________________
 AC9862  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AC9862  DYNAMIC HT  -          44.776 (meters)     146.90  (feet)  COMP
 AC9862  MODELED GRAV-     979,238.0   (mgal)                       NAVD 88
 AC9862
 AC9862  VERT ORDER  -  SECOND    CLASS I
 AC9862
 AC9862.The horizontal coordinates were scaled from a topographic map and have
 AC9862.an estimated accuracy of +/- 6 seconds.
 AC9862
 AC9862.The orthometric height was determined by differential leveling
 AC9862.and adjusted by the National Geodetic Survey in June 2005..
 AC9862
 AC9862.The geoid height was determined by GEOID03.
 AC9862
 AC9862.The dynamic height is computed by dividing the NAVD 88
 AC9862.geopotential number by the normal gravity value computed on the
 AC9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9862.degrees latitude (g = 980.6199 gals.).
 AC9862
 AC9862.The modeled gravity was interpolated from observed gravity values.
 AC9862
 AC9862;                    North         East    Units  Estimated Accuracy
 AC9862;SPC FL W     -   536,690.      221,100.      MT  (+/- 180 meters Scaled)
 AC9862
 AC9862                          SUPERSEDED SURVEY CONTROL
 AC9862
 AC9862  NAVD 88 (09/10/97)   44.829  (m)          147.08   (f) UNKNOWN     2 1
 AC9862
 AC9862.Superseded values are not recommended for survey control.
 AC9862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9862.See file dsdata.txt to determine how the superseded data were derived.
 AC9862
 AC9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN238278(NAD 83)
 AC9862_MARKER: DB = BENCH MARK DISK
 AC9862_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9862_STAMPING: 62 JAS 1966 148
 AC9862_MARK LOGO: USGS  
 AC9862_PROJECTION: FLUSH
 AC9862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9862+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 AC9862
 AC9862  HISTORY     - Date     Condition        Report By
 AC9862  HISTORY     - 1966     MONUMENTED       USGS
 AC9862  HISTORY     - 19960815 GOOD             FLDEP
 AC9862  HISTORY     - 20030601 GOOD             FLDEP
 AC9862
 AC9862                          STATION DESCRIPTION
 AC9862
 AC9862'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9862'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF ASTOR, 6.5 MI (10.5 KM)
 AC9862'EAST OF LYNNE IN SECTION 23, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AC9862'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9862'CORNER, GO EAST ON STATE ROAD 40 FOR 6.6 MI (10.6 KM) TO THE MARK ON
 AC9862'THE LEFT, SET IN THE TOP OF A PREFABRICATED 5-INCH SQUARE CONCRETE
 AC9862'POST FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 40. LOCATED 183.8
 AC9862'FT (56.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD NUMBER
 AC9862'97 LEADING NORTH (GAS LINE), 72.4 FT (22.1 M) NORTH OF THE APPROXIMATE
 AC9862'CENTERLINE OF STATE ROAD 40, 19.5 FT (5.9 M) NORTH OF A POWER POLE
 AC9862'WITH A 0.3 FT (9.1 CM) X 0.5 FT (15.2 CM) SURVEY WITNESS PLACQUE
 AC9862'ATTACHED AND 0.8 FT (24.4 CM) SOUTH OF A METAL WITNESS POST.
 AC9862
 AC9862                          STATION RECOVERY (2003)
 AC9862
 AC9862'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0672 ***********************************************************************
 AC0672  DESIGNATION -  6.24
 AC0672  PID         -  AC0672
 AC0672  STATE/COUNTY-  FL/COLLIER
 AC0672  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0672
 AC0672                         *CURRENT SURVEY CONTROL
 AC0672  ___________________________________________________________________
 AC0672* NAD 83(1986)-  25 59 13.     (N)    081 34 22.     (W)     SCALED    
 AC0672* NAVD 88     -         1.556  (meters)       5.11   (feet)  ADJUSTED  
 AC0672  ___________________________________________________________________
 AC0672  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AC0672  DYNAMIC HT  -           1.554 (meters)       5.10  (feet)  COMP
 AC0672  MODELED GRAV-     979,035.9   (mgal)                       NAVD 88
 AC0672
 AC0672  VERT ORDER  -  FIRST     CLASS I
 AC0672
 AC0672.The horizontal coordinates were scaled from a topographic map and have
 AC0672.an estimated accuracy of +/- 6 seconds.
 AC0672
 AC0672.The orthometric height was determined by differential leveling
 AC0672.and adjusted by the National Geodetic Survey in June 1991..
 AC0672
 AC0672.The geoid height was determined by GEOID03.
 AC0672
 AC0672.The dynamic height is computed by dividing the NAVD 88
 AC0672.geopotential number by the normal gravity value computed on the
 AC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0672.degrees latitude (g = 980.6199 gals.).
 AC0672
 AC0672.The modeled gravity was interpolated from observed gravity values.
 AC0672
 AC0672;                    North         East    Units  Estimated Accuracy
 AC0672;SPC FL E     -   183,290.      142,650.      MT  (+/- 180 meters Scaled)
 AC0672
 AC0672                          SUPERSEDED SURVEY CONTROL
 AC0672
 AC0672  NGVD 29 (??/??/92)    1.960  (m)            6.43   (f) ADJ UNCH    1 1
 AC0672
 AC0672.Superseded values are not recommended for survey control.
 AC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0672.See file dsdata.txt to determine how the superseded data were derived.
 AC0672
 AC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ426743(NAD 83)
 AC0672_MARKER: DD = SURVEY DISK
 AC0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0672_SP_SET: ABUTMENT
 AC0672_STAMPING: 6.24
 AC0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0672
 AC0672  HISTORY     - Date     Condition        Report By
 AC0672  HISTORY     - UNK      MONUMENTED       FLHD
 AC0672  HISTORY     - 1966     GOOD             NGS
 AC0672  HISTORY     - 1990     GOOD             USPSQD
 AC0672  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0672  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0672
 AC0672                          STATION DESCRIPTION
 AC0672
 AC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0672'1.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0672'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0672'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0672'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE
 AC0672'NO. 42 A, 17.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 AC0672'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0672
 AC0672                          STATION RECOVERY (1990)
 AC0672
 AC0672'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0672'RECOVERED IN GOOD CONDITION.
 AC0672
 AC0672                          STATION RECOVERY (1992)
 AC0672
 AC0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0672'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0672'DESTROYED.
 AC0672
 AC0672                          STATION RECOVERY (1999)
 AC0672
 AC0672'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1011 ***********************************************************************
 AR1011  DESIGNATION -  62.62
 AR1011  PID         -  AR1011
 AR1011  STATE/COUNTY-  FL/MARION
 AR1011  USGS QUAD   -  DUNNELLON SE (1991)
 AR1011
 AR1011                         *CURRENT SURVEY CONTROL
 AR1011  ___________________________________________________________________
 AR1011* NAD 83(1986)-  29 03 48.     (N)    082 22 11.     (W)     SCALED    
 AR1011* NAVD 88     -        18.829  (meters)      61.77   (feet)  ADJUSTED  
 AR1011  ___________________________________________________________________
 AR1011  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AR1011  DYNAMIC HT  -          18.803 (meters)      61.69  (feet)  COMP
 AR1011  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 AR1011
 AR1011  VERT ORDER  -  FIRST     CLASS II
 AR1011
 AR1011.This mark is at Dunnellon Airport (X35)
 AR1011
 AR1011.The horizontal coordinates were scaled from a topographic map and have
 AR1011.an estimated accuracy of +/- 6 seconds.
 AR1011
 AR1011.The orthometric height was determined by differential leveling
 AR1011.and adjusted by the National Geodetic Survey in June 1991..
 AR1011
 AR1011.The geoid height was determined by GEOID03.
 AR1011
 AR1011.The dynamic height is computed by dividing the NAVD 88
 AR1011.geopotential number by the normal gravity value computed on the
 AR1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1011.degrees latitude (g = 980.6199 gals.).
 AR1011
 AR1011.The modeled gravity was interpolated from observed gravity values.
 AR1011
 AR1011;                    North         East    Units  Estimated Accuracy
 AR1011;SPC FL W     -   524,110.      164,000.      MT  (+/- 180 meters Scaled)
 AR1011
 AR1011                          SUPERSEDED SURVEY CONTROL
 AR1011
 AR1011  NGVD 29 (??/??/92)   19.121  (m)           62.73   (f) ADJ UNCH    1 2
 AR1011
 AR1011.Superseded values are not recommended for survey control.
 AR1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1011.See file dsdata.txt to determine how the superseded data were derived.
 AR1011
 AR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN666157(NAD 83)
 AR1011_MARKER: B = BOLT
 AR1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AR1011_SP_SET: CONTROL TOWER FOUNDATION
 AR1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1011
 AR1011  HISTORY     - Date     Condition        Report By
 AR1011  HISTORY     - 1945     MONUMENTED       RBNF
 AR1011  HISTORY     - 1945     GOOD             NGS
 AR1011  HISTORY     - 20031031 MARK NOT FOUND   FLDEP
 AR1011
 AR1011                          STATION DESCRIPTION
 AR1011
 AR1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AR1011'5.8 MI E FROM DUNNELLON.
 AR1011'AT THE DUNNELLON ARMY AIRFIELD.  THE TOP OF A BOLT IN THE SOUTHWEST
 AR1011'FOUNDATION OF THE CONTROL TOWER, INDICATED BY AN ARROW MARKED
 AR1011'ON THE LEG IN BLUE CRAYON, WITH THE ELEVATION 62.62 FEET.
 AR1011
 AR1011                          STATION RECOVERY (2003)
 AR1011
 AR1011'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1011'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0490 ***********************************************************************
 BC0490  DESIGNATION -  63
 BC0490  PID         -  BC0490
 BC0490  STATE/COUNTY-  FL/DUVAL
 BC0490  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC0490
 BC0490                         *CURRENT SURVEY CONTROL
 BC0490  ___________________________________________________________________
 BC0490* NAD 83(1986)-  30 19 30.     (N)    081 23 42.     (W)     SCALED    
 BC0490* NAVD 88     -         3.334  (meters)      10.94   (feet)  ADJUSTED  
 BC0490  ___________________________________________________________________
 BC0490  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0490  DYNAMIC HT  -           3.330 (meters)      10.93  (feet)  COMP
 BC0490  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 BC0490
 BC0490  VERT ORDER  -  FIRST     CLASS II
 BC0490
 BC0490.The horizontal coordinates were scaled from a topographic map and have
 BC0490.an estimated accuracy of +/- 6 seconds.
 BC0490
 BC0490.The orthometric height was determined by differential leveling
 BC0490.and adjusted by the National Geodetic Survey in June 1991..
 BC0490.WARNING-Repeat measurements at this control monument indicate possible
 BC0490.vertical movement.
 BC0490
 BC0490.The geoid height was determined by GEOID03.
 BC0490
 BC0490.The dynamic height is computed by dividing the NAVD 88
 BC0490.geopotential number by the normal gravity value computed on the
 BC0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0490.degrees latitude (g = 980.6199 gals.).
 BC0490
 BC0490.The modeled gravity was interpolated from observed gravity values.
 BC0490
 BC0490;                    North         East    Units  Estimated Accuracy
 BC0490;SPC FL E     -   663,960.      162,020.      MT  (+/- 180 meters Scaled)
 BC0490
 BC0490                          SUPERSEDED SURVEY CONTROL
 BC0490
 BC0490  NGVD 29 (??/??/92)    3.668  (m)           12.03   (f) ADJ UNCH    1 2
 BC0490
 BC0490.Superseded values are not recommended for survey control.
 BC0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0490.See file dsdata.txt to determine how the superseded data were derived.
 BC0490
 BC0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP620548(NAD 83)
 BC0490_MARKER: DD = SURVEY DISK
 BC0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0490_SP_SET: WALL
 BC0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0490
 BC0490  HISTORY     - Date     Condition        Report By
 BC0490  HISTORY     - UNK      MONUMENTED       FLDNR
 BC0490  HISTORY     - 1970     GOOD             NGS
 BC0490  HISTORY     - 1974     GOOD             NGS
 BC0490
 BC0490                          STATION DESCRIPTION
 BC0490
 BC0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0490'AT ATLANTIC BEACH.
 BC0490'AT ATLANTIC BEACH, AT THE EXTREME WEST END OF ATLANTIC BLVD,
 BC0490'ON THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE WALL ALONG THE
 BC0490'NORTH SIDE OF THE BLVD, 370.0 FEET EAST OF THE CENTER OF THE
 BC0490'INTERSECTION OF ATLANTIC BLVD AND OCEAN BLVD, 20 FEET NORTH OF
 BC0490'THE CENTER LINE OF ATLANTIC BLVD, 4.2 FEET SOUTHWEST OF THE STEEL
 BC0490'CORNER FENCE POST FOR FENCE ON TOP OF CONCRETE WALL, 0.3 FOOT
 BC0490'NORTHEAST OF THE SOUTHWEST CORNER OF THE WALL AND 3.8 FEET ABOVE
 BC0490'THE LEVEL OF THE SIDEWALK LEADING ALONG THE NORTH SIDE OF ATLANTIC
 BC0490'BLVD TO THE BEACH AND OCEAN.
 BC0490
 BC0490                          STATION RECOVERY (1974)
 BC0490
 BC0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7204 ***********************************************************************
 AK7204  DESIGNATION -  63
 AK7204  PID         -  AK7204
 AK7204  STATE/COUNTY-  FL/ORANGE
 AK7204  USGS QUAD   -  OVIEDO SW (1980)
 AK7204
 AK7204                         *CURRENT SURVEY CONTROL
 AK7204  ___________________________________________________________________
 AK7204* NAD 83(1986)-  28 33 59.     (N)    081 12 07.     (W)     SCALED    
 AK7204* NAVD 88     -        24.510  (meters)      80.41   (feet)  ADJUSTED  
 AK7204  ___________________________________________________________________
 AK7204  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AK7204  DYNAMIC HT  -          24.474 (meters)      80.30  (feet)  COMP
 AK7204  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 AK7204
 AK7204  VERT ORDER  -  SECOND    CLASS I
 AK7204
 AK7204.The horizontal coordinates were scaled from a topographic map and have
 AK7204.an estimated accuracy of +/- 6 seconds.
 AK7204
 AK7204.The orthometric height was determined by differential leveling
 AK7204.and adjusted by the National Geodetic Survey in December 1995..
 AK7204
 AK7204.The geoid height was determined by GEOID03.
 AK7204
 AK7204.The dynamic height is computed by dividing the NAVD 88
 AK7204.geopotential number by the normal gravity value computed on the
 AK7204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7204.degrees latitude (g = 980.6199 gals.).
 AK7204
 AK7204.The modeled gravity was interpolated from observed gravity values.
 AK7204
 AK7204;                    North         East    Units  Estimated Accuracy
 AK7204;SPC FL E     -   468,990.      180,240.      MT  (+/- 180 meters Scaled)
 AK7204
 AK7204                          SUPERSEDED SURVEY CONTROL
 AK7204
 AK7204.No superseded survey control is available for this station.
 AK7204
 AK7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM802599(NAD 83)
 AK7204_MARKER: DD = SURVEY DISK
 AK7204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7204_SP_SET: SQUARE CONCRETE MONUMENT
 AK7204_STAMPING: B.M.-63 ELEV. 8169
 AK7204_MARK LOGO: FLDT  
 AK7204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7204+STABILITY: SURFACE MOTION
 AK7204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7204+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AK7204
 AK7204  HISTORY     - Date     Condition        Report By
 AK7204  HISTORY     - UNK      MONUMENTED       FLDT
 AK7204  HISTORY     - 19900326 GOOD             FL-095
 AK7204  HISTORY     - 19970220 GOOD             FLDEP
 AK7204  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 AK7204
 AK7204                          STATION DESCRIPTION
 AK7204
 AK7204'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7204'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7204'NORTH SIDE OF SR 50, ABOUT 70 FT (21.3 M) NORTH OF THE CENTER LINE OF
 AK7204'SR 50, 0.5 MI (0.8 KM) EAST OF CENTER LINE OF ALAFAYA TRAIL.  T22S,
 AK7204'R31E, SECTION 22. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7204'DEPARTMENT.)
 AK7204
 AK7204                          STATION RECOVERY (1997)
 AK7204
 AK7204'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AK7204'THE MARK IS ABOUT 12.4 MI (20.0 KM) EAST OF ORLANDO, 4.9 MI (7.9 KM)
 AK7204'WEST OF BITHLO ON THE NORTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN
 AK7204'SECTION 22, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM
 AK7204'THE POST OFFICE IN UNION PARK, AT THE INTERSECTION OF ECONLECKHATCHEE
 AK7204'TRAIL AND STATE ROAD 50 (COLONIAL DRIVE), GO EAST ON STATE ROAD 50
 AK7204'(EAST COLONIAL DRIVE) FOR 3.15 MI (5.07 KM) TO THE MARK ON THE LEFT, A
 AK7204'3-INCH ORANGE COUNTY BRASS DISK SET IN THE TOP OF A 4-INCH SQUARE
 AK7204'CONCRETE MONUMENT IMBEDDED IN THE GROUND, RECESSED 0.6 FT (18.3 CM)
 AK7204'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE ROAD 50.
 AK7204'LOCATED 85.5 FT (26.1 M) WEST OF THE SOUTHERN MOST LEG OF A K-MART
 AK7204'SIGN, 63.4 FT (19.3 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 AK7204'OF STATE ROAD 50, 10.0 FT (3.0 M) NORTH OF POWER POLE NUMBER B86605
 AK7204'WITH ONE GUY WIRE ATTACHED AND 0.7 FT (21.3 CM) SOUTH OF A METAL
 AK7204'WITNESS POST.
 AK7204
 AK7204                          STATION RECOVERY (1997)
 AK7204
 AK7204'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5113 ***********************************************************************
 AB5113  DESIGNATION -  63 JAS
 AB5113  PID         -  AB5113
 AB5113  STATE/COUNTY-  FL/MARION
 AB5113  USGS QUAD   -  LAKE WEIR (1993)
 AB5113
 AB5113                         *CURRENT SURVEY CONTROL
 AB5113  ___________________________________________________________________
 AB5113* NAD 83(1986)-  29 05 56.     (N)    081 53 45.     (W)     SCALED    
 AB5113* NAVD 88     -        25.749  (meters)      84.48   (feet)  ADJUSTED  
 AB5113  ___________________________________________________________________
 AB5113  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AB5113  DYNAMIC HT  -          25.712 (meters)      84.36  (feet)  COMP
 AB5113  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 AB5113
 AB5113  VERT ORDER  -  SECOND    CLASS I
 AB5113
 AB5113.The horizontal coordinates were scaled from a topographic map and have
 AB5113.an estimated accuracy of +/- 6 seconds.
 AB5113
 AB5113.The orthometric height was determined by differential leveling
 AB5113.and adjusted by the National Geodetic Survey in September 1996..
 AB5113
 AB5113.The geoid height was determined by GEOID03.
 AB5113
 AB5113.The dynamic height is computed by dividing the NAVD 88
 AB5113.geopotential number by the normal gravity value computed on the
 AB5113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5113.degrees latitude (g = 980.6199 gals.).
 AB5113
 AB5113.The modeled gravity was interpolated from observed gravity values.
 AB5113
 AB5113;                    North         East    Units  Estimated Accuracy
 AB5113;SPC FL W     -   527,990.      210,140.      MT  (+/- 180 meters Scaled)
 AB5113
 AB5113                          SUPERSEDED SURVEY CONTROL
 AB5113
 AB5113.No superseded survey control is available for this station.
 AB5113
 AB5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN128192(NAD 83)
 AB5113_MARKER: DB = BENCH MARK DISK
 AB5113_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5113_STAMPING: 63 JAS 1966
 AB5113_MARK LOGO: CGS   
 AB5113_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5113+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 AB5113
 AB5113  HISTORY     - Date     Condition        Report By
 AB5113  HISTORY     - 1966     MONUMENTED       CGS
 AB5113  HISTORY     - 19931228 GOOD             FLDEP
 AB5113  HISTORY     - 20040717 GOOD             USPSQD
 AB5113
 AB5113                          STATION DESCRIPTION
 AB5113
 AB5113'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5113'THE MARK IS ABOUT 12.8 MI (20.6 KM) SOUTHEAST OF SILVER SPRINGS, 4.3
 AB5113'MI (6.9 KM) NORTHEAST OF OKLAWAHA IN SECTION 15, TOWNSHIP 16 SOUTH,
 AB5113'RANGE 24 EAST.  TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD
 AB5113'40 AND COUNTY ROAD 314A IN FOREST CORNERS, GO SOUTH ON COUNTY ROAD
 AB5113'314A FOR 6.4 MI (10.3 KM) TO THE Y-JUNCTION OF A PAVED ROAD LEADING
 AB5113'WEST WITH A WOODEN SIGN THAT HAS THE WORDS (OKLAWAHA FARMS) ON IT AND
 AB5113'THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE
 AB5113'T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN OKLAWAHA, GO
 AB5113'NORTH ON COUNTY ROAD 464C FOR 4.5 MI (7.2 KM) TO THE T-JUNCTION OF
 AB5113'COUNTY ROAD 314A, TURN LEFT ON COUNTY ROAD 314A AND GO NORTH FOR 1.2
 AB5113'MI (1.9 KM) TO THE Y-JUNCTION OF A PAVED ROAD LEADING WEST WITH A
 AB5113'WOODEN SIGN THAT HAS THE WORDS (OKLAWAHA FARMS) ON IT AND THE MARK ON
 AB5113'THE LEFT, SET IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AB5113'GROUND AND APPROXIMATELY 0.5 FT (15.2 CM) BELOW THE LEVEL OF COUNTY
 AB5113'ROAD 314A.  LOCATED 87.6 FT (26.7 M) SOUTHWEST OF THE APPROXIMATE
 AB5113'CENTERLINE OF COUNTY ROAD 314A, 54.0 FT (16.5 M) NORTH OF THE
 AB5113'APPROXIMATE CENTERLINE OF A PAVED ROAD WEST WITH A WOODEN SIGN THAT
 AB5113'HAS THE WORDS (OKLAWAHA FARMS) ON IT, 54.0 FT (16.5 M) SOUTH OF THE
 AB5113'APPROXIMATE CENTERLINE OF SE 137 AV, 36.0 FT (11.0 M) NORTHEAST OF A
 AB5113'25-INCH PALM TREE AND 0.5 FT (15.2 CM) WEST OF A METAL WITNESS POST.
 AB5113
 AB5113                          STATION RECOVERY (2004)
 AB5113
 AB5113'RECOVERY NOTE BY US POWER SQUADRON 2004 (DO)
 AB5113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0618 ***********************************************************************
 AC0618  DESIGNATION -  6.31
 AC0618  PID         -  AC0618
 AC0618  STATE/COUNTY-  FL/COLLIER
 AC0618  USGS QUAD   -  WEAVERS STATION (1972)
 AC0618
 AC0618                         *CURRENT SURVEY CONTROL
 AC0618  ___________________________________________________________________
 AC0618* NAD 83(1986)-  25 56 00.     (N)    081 26 52.     (W)     SCALED    
 AC0618* NAVD 88     -         1.542  (meters)       5.06   (feet)  ADJUSTED  
 AC0618  ___________________________________________________________________
 AC0618  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AC0618  DYNAMIC HT  -           1.539 (meters)       5.05  (feet)  COMP
 AC0618  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AC0618
 AC0618  VERT ORDER  -  FIRST     CLASS I
 AC0618
 AC0618.The horizontal coordinates were scaled from a topographic map and have
 AC0618.an estimated accuracy of +/- 6 seconds.
 AC0618
 AC0618.The orthometric height was determined by differential leveling
 AC0618.and adjusted by the National Geodetic Survey in June 1991..
 AC0618
 AC0618.The geoid height was determined by GEOID03.
 AC0618
 AC0618.The dynamic height is computed by dividing the NAVD 88
 AC0618.geopotential number by the normal gravity value computed on the
 AC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0618.degrees latitude (g = 980.6199 gals.).
 AC0618
 AC0618.The modeled gravity was interpolated from observed gravity values.
 AC0618
 AC0618;                    North         East    Units  Estimated Accuracy
 AC0618;SPC FL E     -   177,310.      155,150.      MT  (+/- 180 meters Scaled)
 AC0618
 AC0618                          SUPERSEDED SURVEY CONTROL
 AC0618
 AC0618  NGVD 29 (??/??/92)    1.954  (m)            6.41   (f) ADJ UNCH    1 1
 AC0618
 AC0618.Superseded values are not recommended for survey control.
 AC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0618.See file dsdata.txt to determine how the superseded data were derived.
 AC0618
 AC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ551683(NAD 83)
 AC0618_MARKER: DD = SURVEY DISK
 AC0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0618_SP_SET: BRIDGE ABUTMENT
 AC0618_STAMPING: 6.31
 AC0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0618
 AC0618  HISTORY     - Date     Condition        Report By
 AC0618  HISTORY     - UNK      MONUMENTED       FLDT
 AC0618  HISTORY     - 1966     GOOD             NGS
 AC0618  HISTORY     - 1990     GOOD             USPSQD
 AC0618  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0618  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0618
 AC0618                          STATION DESCRIPTION
 AC0618
 AC0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0618'9.6 MI NW FROM OCHOPEE.
 AC0618'ABOUT 9.65 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0618'THE POST OFFICE AT OCHOPEE, 5.45 MILES NORTHWEST OF THE
 AC0618'INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE SOUTHWEST
 AC0618'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0618'66 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY AND
 AC0618'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0618
 AC0618                          STATION RECOVERY (1990)
 AC0618
 AC0618'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0618'RECOVERED IN GOOD CONDITION.
 AC0618
 AC0618                          STATION RECOVERY (1992)
 AC0618
 AC0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0618'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0618'DESTROYED.
 AC0618
 AC0618                          STATION RECOVERY (1999)
 AC0618
 AC0618'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3229 ***********************************************************************
 AC3229  DESIGNATION -  6.31 RESET
 AC3229  PID         -  AC3229
 AC3229  STATE/COUNTY-  FL/COLLIER
 AC3229  USGS QUAD   -  WEAVERS STATION (1972)
 AC3229
 AC3229                         *CURRENT SURVEY CONTROL
 AC3229  ___________________________________________________________________
 AC3229* NAD 83(1986)-  25 56 00.5    (N)    081 26 52.4    (W)     HD_HELD2  
 AC3229* NAVD 88     -         2.127  (meters)       6.98   (feet)  ADJUSTED  
 AC3229  ___________________________________________________________________
 AC3229  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AC3229  DYNAMIC HT  -           2.124 (meters)       6.97  (feet)  COMP
 AC3229  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AC3229
 AC3229  VERT ORDER  -  FIRST     CLASS II
 AC3229
 AC3229.The horizontal coordinates were established by autonomous hand held GPS
 AC3229.observations and have an estimated accuracy of +/- 10 meters.
 AC3229
 AC3229.The orthometric height was determined by differential leveling
 AC3229.and adjusted by the National Geodetic Survey in September 1992..
 AC3229
 AC3229.The geoid height was determined by GEOID03.
 AC3229
 AC3229.The dynamic height is computed by dividing the NAVD 88
 AC3229.geopotential number by the normal gravity value computed on the
 AC3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3229.degrees latitude (g = 980.6199 gals.).
 AC3229
 AC3229.The modeled gravity was interpolated from observed gravity values.
 AC3229
 AC3229;                    North         East    Units  Estimated Accuracy
 AC3229;SPC FL E     -   177,322.      155,136.      MT  (+/- 10 meters HH2 GPS)
 AC3229
 AC3229                          SUPERSEDED SURVEY CONTROL
 AC3229
 AC3229  NGVD 29 (09/01/92)    2.540  (m)            8.33   (f) ADJUSTED    1 2
 AC3229
 AC3229.Superseded values are not recommended for survey control.
 AC3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3229.See file dsdata.txt to determine how the superseded data were derived.
 AC3229
 AC3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5515168393(NAD 83)
 AC3229_MARKER: DD = SURVEY DISK
 AC3229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3229_SP_SET: BRIDGE GUARDRAIL
 AC3229_STAMPING: 6.31 RESET 1977
 AC3229_MARK LOGO: FLDT  
 AC3229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3229+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC3229
 AC3229  HISTORY     - Date     Condition        Report By
 AC3229  HISTORY     - 1977     MONUMENTED       NGS
 AC3229  HISTORY     - 1990     GOOD             USPSQD
 AC3229  HISTORY     - 19920226 GOOD             NGS
 AC3229  HISTORY     - 19991231 GOOD             USPSQD
 AC3229  HISTORY     - 20010714 GOOD             LDBLS
 AC3229  HISTORY     - 2002     GOOD             MAPTEC
 AC3229
 AC3229                          STATION DESCRIPTION
 AC3229
 AC3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3229'5.6 MI WNW FROM CARNESTOWN.
 AC3229'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3229'5.6 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3229'WITH STAT  HIGHWAY 29 IN CARNESTOWN, 65.5 FEET WEST OF A POWERLINE
 AC3229'POLE ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF CENTER OF U.S. HIGHWAY
 AC3229'41, A FLORIDA DEPARTMENT OF TRANSPORTATION DISK IN THE SOUTHEAST
 AC3229'CORNER OF BRIDGE NUMBER 66 ON TTHE CONCRETE SAFETY RAILING.
 AC3229
 AC3229                          STATION RECOVERY (1990)
 AC3229
 AC3229'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3229'RECOVERED IN GOOD CONDITION.
 AC3229
 AC3229                          STATION RECOVERY (1992)
 AC3229
 AC3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3229'41.8 KM (25.95 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3229'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3229'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3229'OF BRIDGE NUMBER 030067, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF
 AC3229'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3229'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3229
 AC3229                          STATION RECOVERY (1999)
 AC3229
 AC3229'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3229'RECOVERED IN GOOD CONDITION.
 AC3229
 AC3229                          STATION RECOVERY (2001)
 AC3229
 AC3229'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC3229'THE MARK IS ABOUT 41.5 KM (25.78 MI) SOUTHEAST OF NAPLES, ABOUT 9.1 KM
 AC3229'(5.64
 AC3229'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND STATE ROAD
 AC3229'29,
 AC3229'IN CARNESTOWN, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT
 AC3229'OF
 AC3229'TRANSPORTATION.
 AC3229' 
 AC3229'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3229'COUNTY
 AC3229'ROAD 951 (I-75 EXIT 15, NEAR NAPLES), GO SOUTH ON COUNTY ROAD 951 11.1
 AC3229'KM (6.9
 AC3229'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3229'SOUTHEAST ON
 AC3229'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC3229'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 16.6 KM (10.29 MI) TO THE
 AC3229'SOUTHEAST END
 AC3229'OF BRIDGE NUMBER 030066 AND THE MARK ON THE RIGHT.
 AC3229' 
 AC3229'THE MARK IS 4.94 M (16.2 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3229'HIGHWAY 41,
 AC3229'0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL
 AC3229'AND
 AC3229'0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT (BETWEEN BRIDGE AND
 AC3229'AB0UTMENT).
 AC3229'THE MARK IS IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL
 AC3229'ABOUT
 AC3229'0.79 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3229' 
 AC3229'
 AC3229
 AC3229                          STATION RECOVERY (2002)
 AC3229
 AC3229'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3229'THE MARK IS ABOUT 41.5 KM (25.78 MI) SOUTHEAST OF NAPLES, ABOUT 9.1 KM
 AC3229'(5.64
 AC3229'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND STATE ROAD
 AC3229'29,
 AC3229'IN CARNESTOWN, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA DEPARTMENT
 AC3229'OF
 AC3229'TRANSPORTATION.
 AC3229' 
 AC3229'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3229'COUNTY
 AC3229'ROAD 951 (I-75 EXIT 15, NEAR NAPLES), GO SOUTH ON COUNTY ROAD 951 11.1
 AC3229'KM (6.9
 AC3229'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3229'SOUTHEAST ON
 AC3229'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC3229'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 16.6 KM (10.29 MI) TO THE
 AC3229'SOUTHEAST END
 AC3229'OF BRIDGE NUMBER 030066 AND THE MARK ON THE RIGHT.
 AC3229' 
 AC3229'THE MARK IS 4.94 M (16.2 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3229'HIGHWAY 41,
 AC3229'0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL
 AC3229'AND
 AC3229'0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT (BETWEEN BRIDGE AND
 AC3229'AB0UTMENT).
 AC3229'THE MARK IS IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL
 AC3229'ABOUT
 AC3229'0.79 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3229' 
 AC3229'STATION RECOVERY (2002)
 AC3229'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC3229'RECOVERED AS DESCRIBED.
 AC3229' 
 AC3229'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3163 ***********************************************************************
 AC3163  DESIGNATION -  6.31 RESET 1976
 AC3163  PID         -  AC3163
 AC3163  STATE/COUNTY-  FL/COLLIER
 AC3163  USGS QUAD   -  WEAVERS STATION (1972)
 AC3163
 AC3163                         *CURRENT SURVEY CONTROL
 AC3163  ___________________________________________________________________
 AC3163* NAD 83(1986)-  25 55 51.     (N)    081 26 27.     (W)     SCALED    
 AC3163* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 AC3163  ___________________________________________________________________
 AC3163  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AC3163
 AC3163  VERT ORDER  -  THIRD (See Below)
 AC3163
 AC3163.The horizontal coordinates were scaled from a topographic map and have
 AC3163.an estimated accuracy of +/- 6 seconds.
 AC3163
 AC3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3163.The vertical order pertains to the NGVD 29 superseded value.
 AC3163
 AC3163.The geoid height was determined by GEOID03.
 AC3163
 AC3163;                    North         East    Units  Estimated Accuracy
 AC3163;SPC FL E     -   177,030.      155,840.      MT  (+/- 180 meters Scaled)
 AC3163
 AC3163                          SUPERSEDED SURVEY CONTROL
 AC3163
 AC3163  NGVD 29 (08/19/04)    1.72   (m)            5.6    (f) RESET       3  
 AC3163
 AC3163.Superseded values are not recommended for survey control.
 AC3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3163.See file dsdata.txt to determine how the superseded data were derived.
 AC3163
 AC3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ558680(NAD 83)
 AC3163_MARKER: DB = BENCH MARK DISK
 AC3163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3163_SP_SET: BRIDGE
 AC3163_STAMPING: 6.31 RESET 1976
 AC3163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3163
 AC3163  HISTORY     - Date     Condition        Report By
 AC3163  HISTORY     - 1976     MONUMENTED       NGS
 AC3163  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC3163
 AC3163                          STATION DESCRIPTION
 AC3163
 AC3163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3163'5.6 MI NW FROM CARNESTOWN.
 AC3163'ABOUT 10.1 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC3163'THE STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN
 AC3163'OCHOPEE), OR 5.55 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC3163'ITS JUNCTION WITH STATE HIGHWAY 29 AT CARNESTOWN, 10.9 FEET
 AC3163'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 41, AND A DISK SET FLUSH
 AC3163'IN THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE FLOOR OF BRIDGE
 AC3163'NUMBER 66.
 AC3163
 AC3163                          STATION RECOVERY (1999)
 AC3163
 AC3163'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6653 ***********************************************************************
 AJ6653  DESIGNATION -  63.68
 AJ6653  PID         -  AJ6653
 AJ6653  STATE/COUNTY-  FL/OSCEOLA
 AJ6653  USGS QUAD   -  CYPRESS LAKE (1987)
 AJ6653
 AJ6653                         *CURRENT SURVEY CONTROL
 AJ6653  ___________________________________________________________________
 AJ6653* NAD 83(1986)-  28 04 42.     (N)    081 15 39.     (W)     SCALED    
 AJ6653* NAVD 88     -        19.172  (meters)      62.90   (feet)  ADJUSTED  
 AJ6653  ___________________________________________________________________
 AJ6653  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AJ6653  DYNAMIC HT  -          19.143 (meters)      62.80  (feet)  COMP
 AJ6653  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 AJ6653
 AJ6653  VERT ORDER  -  SECOND    CLASS I
 AJ6653
 AJ6653.The horizontal coordinates were scaled from a topographic map and have
 AJ6653.an estimated accuracy of +/- 6 seconds.
 AJ6653
 AJ6653.The orthometric height was determined by differential leveling
 AJ6653.and adjusted by the National Geodetic Survey in April 2004..
 AJ6653
 AJ6653.The geoid height was determined by GEOID03.
 AJ6653
 AJ6653.The dynamic height is computed by dividing the NAVD 88
 AJ6653.geopotential number by the normal gravity value computed on the
 AJ6653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6653.degrees latitude (g = 980.6199 gals.).
 AJ6653
 AJ6653.The modeled gravity was interpolated from observed gravity values.
 AJ6653
 AJ6653;                    North         East    Units  Estimated Accuracy
 AJ6653;SPC FL E     -   414,920.      174,360.      MT  (+/- 180 meters Scaled)
 AJ6653
 AJ6653                          SUPERSEDED SURVEY CONTROL
 AJ6653
 AJ6653.No superseded survey control is available for this station.
 AJ6653
 AJ6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM743059(NAD 83)
 AJ6653_MARKER: DD = SURVEY DISK
 AJ6653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ6653_SP_SET: BRIDGE ABUTMENT
 AJ6653_STAMPING: 63.68
 AJ6653_MARK LOGO: FLDT  
 AJ6653_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6653+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2001
 AJ6653
 AJ6653  HISTORY     - Date     Condition        Report By
 AJ6653  HISTORY     - UNK      MONUMENTED       FLDT
 AJ6653  HISTORY     - 20010204 GOOD             FLDEP
 AJ6653
 AJ6653                          STATION DESCRIPTION
 AJ6653
 AJ6653'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6653'THE MARK IS ABOUT 19.2 MI (30.9 KM) NORTH OF KENSVILLE, 12.3 MI (19.8
 AJ6653'KM) SOUTH OF ST.  CLOUD, IN SECTION 6, TOWNSHIP 28 SOUTH, RANGE 31
 AJ6653'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 192, 441
 AJ6653'(13TH STREET) AND COUNTY ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD)
 AJ6653'IN ST.  CLOUD, GO SOUTH ON COUNTY ROAD 523 (VERMONT AVENUE, CANOE
 AJ6653'CREEK ROAD) FOR 12.25 MI (19.71 KM) TO THE NORTH END OF BRIDGE NUMBER
 AJ6653'924149 SPANNING CANAL 34 AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 AJ6653'THE NORTHWEST BRIDGE ABUTMENT 0.8 FT (24.4 CM) ABOVE THE THE LEVEL OF
 AJ6653'COUNTY ROAD 523. LOCATED 85.0 FT (25.9 M) SOUTHEAST OF THE APPROXIMATE
 AJ6653'CENTERLINE OF AN ACCESS ROAD LEADING WEST, 50.2 FT (15.3 M) SOUTHEAST
 AJ6653'OF THE NORTHWEST END OF THE GUARDRAIL, 14.6 FT (4.5 M) SOUTHWEST OF
 AJ6653'COUNTY ROAD 523, 2.0 FT (0.6 M) SOUTHWEST OF A METAL GUARDRAIL AND 1.8
 AJ6653'FT (0.5 M) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6652 ***********************************************************************
 AJ6652  DESIGNATION -  63.69
 AJ6652  PID         -  AJ6652
 AJ6652  STATE/COUNTY-  FL/OSCEOLA
 AJ6652  USGS QUAD   -  CYPRESS LAKE (1987)
 AJ6652
 AJ6652                         *CURRENT SURVEY CONTROL
 AJ6652  ___________________________________________________________________
 AJ6652* NAD 83(1986)-  28 04 42.     (N)    081 15 38.     (W)     SCALED    
 AJ6652* NAVD 88     -        19.175  (meters)      62.91   (feet)  ADJUSTED  
 AJ6652  ___________________________________________________________________
 AJ6652  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AJ6652  DYNAMIC HT  -          19.146 (meters)      62.81  (feet)  COMP
 AJ6652  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 AJ6652
 AJ6652  VERT ORDER  -  SECOND    CLASS I
 AJ6652
 AJ6652.The horizontal coordinates were scaled from a topographic map and have
 AJ6652.an estimated accuracy of +/- 6 seconds.
 AJ6652
 AJ6652.The orthometric height was determined by differential leveling
 AJ6652.and adjusted by the National Geodetic Survey in April 2004..
 AJ6652
 AJ6652.The geoid height was determined by GEOID03.
 AJ6652
 AJ6652.The dynamic height is computed by dividing the NAVD 88
 AJ6652.geopotential number by the normal gravity value computed on the
 AJ6652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6652.degrees latitude (g = 980.6199 gals.).
 AJ6652
 AJ6652.The modeled gravity was interpolated from observed gravity values.
 AJ6652
 AJ6652;                    North         East    Units  Estimated Accuracy
 AJ6652;SPC FL E     -   414,920.      174,390.      MT  (+/- 180 meters Scaled)
 AJ6652
 AJ6652                          SUPERSEDED SURVEY CONTROL
 AJ6652
 AJ6652.No superseded survey control is available for this station.
 AJ6652
 AJ6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM744059(NAD 83)
 AJ6652_MARKER: DD = SURVEY DISK
 AJ6652_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ6652_SP_SET: BRIDGE ABUTMENT
 AJ6652_STAMPING: 63.69
 AJ6652_MARK LOGO: FLDT  
 AJ6652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6652+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2001
 AJ6652
 AJ6652  HISTORY     - Date     Condition        Report By
 AJ6652  HISTORY     - UNK      MONUMENTED       FLDT
 AJ6652  HISTORY     - 20010204 GOOD             FLDEP
 AJ6652
 AJ6652                          STATION DESCRIPTION
 AJ6652
 AJ6652'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6652'THE MARK IS ABOUT 19.2 MI (30.9 KM) NORTH OF KENSVILLE, 12.3 MI (19.8
 AJ6652'KM) SOUTH OF ST.  CLOUD, IN SECTION 6, TOWNSHIP 28 SOUTH, RANGE 31
 AJ6652'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 192, 441
 AJ6652'(13TH STREET) AND COUNTY ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD)
 AJ6652'IN ST.  CLOUD, GO SOUTH ON COUNTY ROAD 523 (VERMONT AVENUE, CANOE
 AJ6652'CREEK ROAD) FOR 19.3 MI (31.1 KM) TO THE SOUTH END OF THE BRIDGE
 AJ6652'SPANNING CANAL 34 AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 AJ6652'SOUTHEAST BRIDGE ABUTMENT 0.8 FT (24.4 CM) ABOVE THE LEVEL OF COUNTY
 AJ6652'ROAD 523. LOCATED 74.3 FT (22.6 M) NORTHWEST OF THE APPROXIMATE
 AJ6652'CENTERLINE OF AN ACCESS ROAD LEADING EAST, 50.0 FT (15.2 M) NORTHWEST
 AJ6652'OF THE SOUTHEAST END OF THE METAL GUARDRAIL, 14.3 FT (4.4 M) NORTHEAST
 AJ6652'OF THE CENTERLINE OF COUNTY ROAD 523, 2.0 FT (0.6 M) NORTHEAST OF THE
 AJ6652'METAL GUARDRAIL AND 1.8 FT (0.5 M) SOUTHWEST OF THE NORTHEAST END OF
 AJ6652'THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7335 ***********************************************************************
 AG7335  DESIGNATION -  6384 FLDT
 AG7335  PID         -  AG7335
 AG7335  STATE/COUNTY-  FL/MANATEE
 AG7335  USGS QUAD   -  COCKROACH BAY (1981)
 AG7335
 AG7335                         *CURRENT SURVEY CONTROL
 AG7335  ___________________________________________________________________
 AG7335* NAD 83(1986)-  27 38 09.     (N)    082 32 17.     (W)     SCALED    
 AG7335* NAVD 88     -         2.887  (meters)       9.47   (feet)  ADJUSTED  
 AG7335  ___________________________________________________________________
 AG7335  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG7335  DYNAMIC HT  -           2.882 (meters)       9.46  (feet)  COMP
 AG7335  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 AG7335
 AG7335  VERT ORDER  -  SECOND    CLASS I
 AG7335
 AG7335.The horizontal coordinates were scaled from a topographic map and have
 AG7335.an estimated accuracy of +/- 6 seconds.
 AG7335
 AG7335.The orthometric height was determined by differential leveling
 AG7335.and adjusted by the National Geodetic Survey in June 1991..
 AG7335
 AG7335.The geoid height was determined by GEOID03.
 AG7335
 AG7335.The dynamic height is computed by dividing the NAVD 88
 AG7335.geopotential number by the normal gravity value computed on the
 AG7335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7335.degrees latitude (g = 980.6199 gals.).
 AG7335
 AG7335.The modeled gravity was interpolated from observed gravity values.
 AG7335
 AG7335;                    North         East    Units  Estimated Accuracy
 AG7335;SPC FL W     -   365,970.      146,900.      MT  (+/- 180 meters Scaled)
 AG7335
 AG7335                          SUPERSEDED SURVEY CONTROL
 AG7335
 AG7335.No superseded survey control is available for this station.
 AG7335
 AG7335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL482578(NAD 83)
 AG7335_MARKER: DB = BENCH MARK DISK
 AG7335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7335_SP_SET: CULVERT HEADWALL
 AG7335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7335
 AG7335  HISTORY     - Date     Condition        Report By
 AG7335  HISTORY     - UNK      MONUMENTED       FLDT
 AG7335  HISTORY     - 1976     GOOD             FLDNR
 AG7335
 AG7335                          STATION DESCRIPTION
 AG7335
 AG7335'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7335'7.95 MI SW FROM PINEY POINT.
 AG7335'FROM THE INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY POINT,
 AG7335'PROCEED NORTHEAST ALONG US 41 ABOUT 0.2 MILES, THE MARK BEARS 26 FEET
 AG7335'SOUTHEAST OF THE CENTERLINE OF NORTH BOUND LANE OF US 41, 12 FEET
 AG7335'SOUTHWEST OF NORTH END OF BOX CULVERT, 20.9 FEET NORTHEAST OF SOUTH
 AG7335'END OF BOX CULVERT, SET FLUSH IN TOP OF HEADWALL OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6088 ***********************************************************************
 AJ6088  DESIGNATION -  63.9 500 Z
 AJ6088  PID         -  AJ6088
 AJ6088  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6088  USGS QUAD   -  TAYLOR CREEK SW (1972)
 AJ6088
 AJ6088                         *CURRENT SURVEY CONTROL
 AJ6088  ___________________________________________________________________
 AJ6088* NAD 83(1986)-  27 20 36.     (N)    080 56 42.     (W)     SCALED    
 AJ6088* NAVD 88     -        11.312  (meters)      37.11   (feet)  ADJUSTED  
 AJ6088  ___________________________________________________________________
 AJ6088  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ6088  DYNAMIC HT  -          11.295 (meters)      37.06  (feet)  COMP
 AJ6088  MODELED GRAV-     979,123.2   (mgal)                       NAVD 88
 AJ6088
 AJ6088  VERT ORDER  -  SECOND    CLASS I
 AJ6088
 AJ6088.The horizontal coordinates were scaled from a topographic map and have
 AJ6088.an estimated accuracy of +/- 6 seconds.
 AJ6088
 AJ6088.The orthometric height was determined by differential leveling
 AJ6088.and adjusted by the National Geodetic Survey in January 2002..
 AJ6088
 AJ6088.The geoid height was determined by GEOID03.
 AJ6088
 AJ6088.The dynamic height is computed by dividing the NAVD 88
 AJ6088.geopotential number by the normal gravity value computed on the
 AJ6088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6088.degrees latitude (g = 980.6199 gals.).
 AJ6088
 AJ6088.The modeled gravity was interpolated from observed gravity values.
 AJ6088
 AJ6088;                    North         East    Units  Estimated Accuracy
 AJ6088;SPC FL E     -   333,450.      205,440.      MT  (+/- 180 meters Scaled)
 AJ6088
 AJ6088                          SUPERSEDED SURVEY CONTROL
 AJ6088
 AJ6088.No superseded survey control is available for this station.
 AJ6088
 AJ6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL054244(NAD 83)
 AJ6088_MARKER: DD = SURVEY DISK
 AJ6088_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AJ6088_STAMPING: 63.9-500Z LB 262
 AJ6088_MARK LOGO: NONE  
 AJ6088_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6088+STABILITY: SURFACE MOTION
 AJ6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6088+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2000
 AJ6088
 AJ6088  HISTORY     - Date     Condition        Report By
 AJ6088  HISTORY     - UNK      MONUMENTED       RBNF
 AJ6088  HISTORY     - 20000914 GOOD             FLDEP
 AJ6088
 AJ6088                          STATION DESCRIPTION
 AJ6088
 AJ6088'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6088'THE MARK IS ABOUT 38.5 MI (62.0 KM) SOUTHEAST OF SEBRING, 10.8 MI
 AJ6088'(17.4 KM) NORTHWEST OF OKEECHOBEE ON U.S.  HIGHWAY 98, IN SECTION 17,
 AJ6088'TOWNSHIP 36 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ6088'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.  HIGHWAY
 AJ6088'98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON U.S.
 AJ6088'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM) TO
 AJ6088'THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AJ6088'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AJ6088'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 8.7 MI
 AJ6088'(14.0 KM) TO THE MARK ON THE RIGHT, A 2-INCH DISK ATTACHED TO THE TOP
 AJ6088'OF A METAL ROD, CONCRETE INSIDE OF A 5-INCH PVC PIPE WITH A LOGO CAP
 AJ6088'FLUSH WITH THE GROUND AND LEVEL WITH U.S.  HIGHWAY 98, THE DISK IS
 AJ6088'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 64.4
 AJ6088'FT (19.6 M) NORTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 98, 36.9 FT
 AJ6088'(11.2 M) SOUTHEAST OF A FIBER OPTIC POST, 2.5 FT (0.8 M) SOUTHWEST OF
 AJ6088'A BARBWIRE FENCE AND 1.8 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS
 AJ6088'POST. NOTE--DEPTH OF ROD UNKNOWN. NOTE ACCESS TO THE DISK IS HAD
 AJ6088'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3500 ***********************************************************************
 AJ3500  DESIGNATION -  6.4 710 G LB 262
 AJ3500  PID         -  AJ3500
 AJ3500  STATE/COUNTY-  FL/PALM BEACH
 AJ3500  USGS QUAD   -  BELLE GLADE (1984)
 AJ3500
 AJ3500                         *CURRENT SURVEY CONTROL
 AJ3500  ___________________________________________________________________
 AJ3500* NAD 83(1986)-  26 39 25.     (N)    080 42 46.     (W)     SCALED    
 AJ3500* NAVD 88     -         3.310  (meters)      10.86   (feet)  ADJUSTED  
 AJ3500  ___________________________________________________________________
 AJ3500  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ3500  DYNAMIC HT  -           3.305 (meters)      10.84  (feet)  COMP
 AJ3500  MODELED GRAV-     979,102.9   (mgal)                       NAVD 88
 AJ3500
 AJ3500  VERT ORDER  -  SECOND    CLASS I
 AJ3500
 AJ3500.The horizontal coordinates were scaled from a topographic map and have
 AJ3500.an estimated accuracy of +/- 6 seconds.
 AJ3500
 AJ3500.The orthometric height was determined by differential leveling
 AJ3500.and adjusted by the National Geodetic Survey in September 2001..
 AJ3500
 AJ3500.The geoid height was determined by GEOID03.
 AJ3500
 AJ3500.The dynamic height is computed by dividing the NAVD 88
 AJ3500.geopotential number by the normal gravity value computed on the
 AJ3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3500.degrees latitude (g = 980.6199 gals.).
 AJ3500
 AJ3500.The modeled gravity was interpolated from observed gravity values.
 AJ3500
 AJ3500;                    North         East    Units  Estimated Accuracy
 AJ3500;SPC FL E     -   257,430.      228,590.      MT  (+/- 180 meters Scaled)
 AJ3500
 AJ3500                          SUPERSEDED SURVEY CONTROL
 AJ3500
 AJ3500.No superseded survey control is available for this station.
 AJ3500
 AJ3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK285484(NAD 83)
 AJ3500_MARKER: DD = SURVEY DISK
 AJ3500_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3500+WITH SETTING: INFORMATION.
 AJ3500_STAMPING: 6.4-710 G LB 262
 AJ3500_MARK LOGO: GULFST
 AJ3500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3500+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2000
 AJ3500
 AJ3500  HISTORY     - Date     Condition        Report By
 AJ3500  HISTORY     - UNK      MONUMENTED       GULFST
 AJ3500  HISTORY     - 20000122 GOOD             FLDEP
 AJ3500
 AJ3500                          STATION DESCRIPTION
 AJ3500
 AJ3500'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3500'THE MARK IS ABOUT 25.5 MI (41.0 KM) NORTHWEST OF ANDYTOWN, 0.55 MI
 AJ3500'(0.89 KM) SOUTH OF SOUTH BAY ON U.S. HIGHWAY 27, IN SECTION 14,
 AJ3500'TOWNSHIP 44 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION
 AJ3500'OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO SOUTH ON U.S.
 AJ3500'HIGHWAY 27 FOR 0.55 MI (0.89 KM) TO THE MARK ON THE RIGHT, A 2-INCH
 AJ3500'ALUMINUM DISK SET ON THE TOP OF A ROD DRIVEN INTO THE GROUND, INSIDE
 AJ3500'OF A 5-INCH LOGO CAP RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AJ3500'GROUND AND 6.0 FT (1.8 M) BELOW THE LEVEL OF U.S. HIGHWAY 27
 AJ3500'SOUTHBOUND LANES. LOCATED ABOUT 525.0 FT (160.0 M) SOUTH OF THE
 AJ3500'APPROXIMATE CENTERLINE OF A PAVED ROAD LEADING WEST TO WACKENHUT
 AJ3500'CORRECTIONS, 53.0 WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AJ3500'U.S. HIGHWAY 27, 8.5 FT (2.6 M) WEST OF A POWER POLE WITH 3 GUY WIRES
 AJ3500'ATTACHED AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 AJ3500'NOTE--DEPTH OF ROD UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3506 ***********************************************************************
 AJ3506  DESIGNATION -  6.4 710 Z LB 262
 AJ3506  PID         -  AJ3506
 AJ3506  STATE/COUNTY-  FL/PALM BEACH
 AJ3506  USGS QUAD   -  BELLE GLADE (1984)
 AJ3506
 AJ3506                         *CURRENT SURVEY CONTROL
 AJ3506  ___________________________________________________________________
 AJ3506* NAD 83(1986)-  26 39 37.     (N)    080 42 46.     (W)     SCALED    
 AJ3506* NAVD 88     -         5.040  (meters)      16.54   (feet)  ADJUSTED  
 AJ3506  ___________________________________________________________________
 AJ3506  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ3506  DYNAMIC HT  -           5.032 (meters)      16.51  (feet)  COMP
 AJ3506  MODELED GRAV-     979,103.3   (mgal)                       NAVD 88
 AJ3506
 AJ3506  VERT ORDER  -  SECOND    CLASS I
 AJ3506
 AJ3506.The horizontal coordinates were scaled from a topographic map and have
 AJ3506.an estimated accuracy of +/- 6 seconds.
 AJ3506
 AJ3506.The orthometric height was determined by differential leveling
 AJ3506.and adjusted by the National Geodetic Survey in September 2001..
 AJ3506.No vertical observational check was made to the station.
 AJ3506
 AJ3506.The geoid height was determined by GEOID03.
 AJ3506
 AJ3506.The dynamic height is computed by dividing the NAVD 88
 AJ3506.geopotential number by the normal gravity value computed on the
 AJ3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3506.degrees latitude (g = 980.6199 gals.).
 AJ3506
 AJ3506.The modeled gravity was interpolated from observed gravity values.
 AJ3506
 AJ3506;                    North         East    Units  Estimated Accuracy
 AJ3506;SPC FL E     -   257,800.      228,590.      MT  (+/- 180 meters Scaled)
 AJ3506
 AJ3506                          SUPERSEDED SURVEY CONTROL
 AJ3506
 AJ3506.No superseded survey control is available for this station.
 AJ3506
 AJ3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK285488(NAD 83)
 AJ3506_MARKER: DD = SURVEY DISK
 AJ3506_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3506+WITH SETTING: INFORMATION.
 AJ3506_STAMPING: 6.4-710 Z LB 262
 AJ3506_MARK LOGO: GULFST
 AJ3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3506+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2000
 AJ3506
 AJ3506  HISTORY     - Date     Condition        Report By
 AJ3506  HISTORY     - UNK      MONUMENTED       GULFST
 AJ3506  HISTORY     - 20000318 GOOD             FLDEP
 AJ3506
 AJ3506                          STATION DESCRIPTION
 AJ3506
 AJ3506'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3506'THE MARK IS ABOUT 25.6 MI (41.2 KM) NORTHWEST OF ANDYTOWN, 0.3 MI (0.5
 AJ3506'KM) SOUTHEAST OF SOUTH BAY IN SECTION 14, TOWNSHIP 44 SOUTH, RANGE 36
 AJ3506'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 AJ3506'ROAD 80 IN SOUTH BAY, GO EAST ON STATE ROAD 80 FOR 0.2 MI (0.3 KM) TO
 AJ3506'THE JUNCTION OF SOUTHWEST 1ST AVENUE AND THE WEST END OF A BRIDGE
 AJ3506'SPANNING THE NORTH NEW RIVER CANEL, TURN RIGHT ON SOUTHWEST 1ST AVENUE
 AJ3506'AND GO SOUTH FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT A 2-INCH
 AJ3506'ALUMINUM DISK SET ON THE TOP OF A ROD DRIVEN INTO THE GROUND, INSIDE
 AJ3506'OF A 5-INCH LOGO CAP, THE LOGO CAP IS RECESSED 0.3 FT (9.1 CM) BELOW
 AJ3506'THE LEVEL OF THE GROUND AND THE DISK IS RECESSED 0.2 FT (6.1 CM) BELOW
 AJ3506'THE LEVEL OF THE LOGO CAP. LOCATED 105.0 FT (32.0 M) NORTH OF A POWER
 AJ3506'POLE, 100.0 FT (30.5 M) SOUTH OF POWER POLE NUMBER 6-3819-7610-0-2
 AJ3506'WITH A LIGHT ATTACHED, 31.9 FT (9.7 M) WEST OF THE APPROXIMATE
 AJ3506'CENTERLINE OF SOUTHWEST 1ST, 28.8 FT (8.8 M) NORTHWEST OF A PK NAIL IN
 AJ3506'THE WEST SIDE OF THE PAVED, 26.0 FT (7.9 M) SOUTHWEST OF A PK NAIL IN
 AJ3506'THE WEST SIDE OF THE PAVED AND 10.7 FT (3.3 M) NORTHEAST OF A SQUARE
 AJ3506'CONCRETE POLE NUMBER 71PG WITH 5 GUY WIRES ATTACHED.  NOTE--DEPTH OF
 AJ3506'ROD UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7979 ***********************************************************************
 AD7979  DESIGNATION -  64 78 A15
 AD7979  PID         -  AD7979
 AD7979  STATE/COUNTY-  FL/COLLIER
 AD7979  USGS QUAD   -  NAPLES NORTH (1987)
 AD7979
 AD7979                         *CURRENT SURVEY CONTROL
 AD7979  ___________________________________________________________________
 AD7979* NAD 83(1986)-  26 07 34.     (N)    081 48 18.     (W)     SCALED    
 AD7979* NAVD 88     -         2.604  (meters)       8.54   (feet)  ADJUSTED  
 AD7979  ___________________________________________________________________
 AD7979  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AD7979  DYNAMIC HT  -           2.599 (meters)       8.53  (feet)  COMP
 AD7979  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AD7979
 AD7979  VERT ORDER  -  SECOND    CLASS I
 AD7979
 AD7979.The horizontal coordinates were scaled from a topographic map and have
 AD7979.an estimated accuracy of +/- 6 seconds.
 AD7979
 AD7979.The orthometric height was determined by differential leveling
 AD7979.and adjusted by the National Geodetic Survey in July 1993..
 AD7979
 AD7979.The geoid height was determined by GEOID03.
 AD7979
 AD7979.The dynamic height is computed by dividing the NAVD 88
 AD7979.geopotential number by the normal gravity value computed on the
 AD7979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7979.degrees latitude (g = 980.6199 gals.).
 AD7979
 AD7979.The modeled gravity was interpolated from observed gravity values.
 AD7979
 AD7979;                    North         East    Units  Estimated Accuracy
 AD7979;SPC FL E     -   198,840.      119,500.      MT  (+/- 180 meters Scaled)
 AD7979
 AD7979                          SUPERSEDED SURVEY CONTROL
 AD7979
 AD7979  NGVD 29 (09/01/92)    2.992  (m)            9.82   (f) ADJUSTED    2 1
 AD7979
 AD7979.Superseded values are not recommended for survey control.
 AD7979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7979.See file dsdata.txt to determine how the superseded data were derived.
 AD7979
 AD7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ195898(NAD 83)
 AD7979_MARKER: DS = TRIANGULATION STATION DISK
 AD7979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7979_SP_SET: CONCRETE BULKHEAD
 AD7979_STAMPING: 64-78-A15 MM CH2M HILL 1978
 AD7979_MARK LOGO: FLDNR 
 AD7979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7979+STABILITY: SURFACE MOTION
 AD7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7979+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AD7979
 AD7979  HISTORY     - Date     Condition        Report By
 AD7979  HISTORY     - 1978     MONUMENTED       FLDNR
 AD7979  HISTORY     - 1986     GOOD             FLDNR
 AD7979  HISTORY     - 20050504 GOOD             USPSQD
 AD7979
 AD7979                          STATION DESCRIPTION
 AD7979
 AD7979'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7979'IN NAPLES.
 AD7979'BEGIN AT THE CITY PIER IN NAPLES, GO 0.05 MILE EAST ON 12TH AVENUE TO
 AD7979'GULFSHORE BOULEVARD, GO 0.4 MILE SOUTH ON GULFSHORE BOULEVARD TO 17TH
 AD7979'AVENUE, GO 0.05 MILE WEST ON 17TH AVENUE TO THE END OF PAVEMENT AND
 AD7979'THE MARK.  THE MARK IS SET IN THE SOUTHWEST CORNER OF A CONCRETE
 AD7979'BULKHEAD LOCATED JUST NORTHWEST OF THE END OF PAVEMENT OF 17TH
 AD7979'AVENUE.
 AD7979
 AD7979                          STATION RECOVERY (2005)
 AD7979
 AD7979'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD7979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7609 ***********************************************************************
 AD7609  DESIGNATION -  64 78 A17
 AD7609  PID         -  AD7609
 AD7609  STATE/COUNTY-  FL/COLLIER
 AD7609  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7609
 AD7609                         *CURRENT SURVEY CONTROL
 AD7609  ___________________________________________________________________
 AD7609* NAD 83(1990)-  26 05 30.31693(N)    081 48 05.68870(W)     ADJUSTED  
 AD7609* NAVD 88     -         0.780  (meters)       2.56   (feet)  ADJUSTED  
 AD7609  ___________________________________________________________________
 AD7609  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AD7609  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AD7609  DYNAMIC HT  -           0.779 (meters)       2.56  (feet)  COMP
 AD7609  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 AD7609
 AD7609  HORZ ORDER  -  THIRD
 AD7609  VERT ORDER  -  SECOND    CLASS I
 AD7609
 AD7609.The horizontal coordinates were established by classical geodetic methods
 AD7609.and adjusted by the National Geodetic Survey in May 1991..
 AD7609
 AD7609.The orthometric height was determined by differential leveling
 AD7609.and adjusted by the National Geodetic Survey in July 1993..
 AD7609
 AD7609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7609
 AD7609.The geoid height was determined by GEOID03.
 AD7609
 AD7609.The dynamic height is computed by dividing the NAVD 88
 AD7609.geopotential number by the normal gravity value computed on the
 AD7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7609.degrees latitude (g = 980.6199 gals.).
 AD7609
 AD7609.The modeled gravity was interpolated from observed gravity values.
 AD7609
 AD7609;                    North         East     Units Scale Factor Converg.
 AD7609;SPC FL E     -   195,026.340   119,813.170   MT  1.00002054   -0 21 09.2
 AD7609;SPC FL E     -   639,848.92    393,087.04   sFT  1.00002054   -0 21 09.2
 AD7609;UTM  17      - 2,886,091.779   419,840.530   MT  0.99967933   -0 21 09.2
 AD7609
 AD7609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7609!SPC FL E     -   1.00000355  x   1.00002054  =   1.00002409
 AD7609!UTM  17      -   1.00000355  x   0.99967933  =   0.99968288
 AD7609
 AD7609|---------------------------------------------------------------------|
 AD7609| PID    Reference Object                     Distance      Geod. Az  |
 AD7609|                                                           dddmmss.s |
 AD7609| AD7608 NBH 13 RM 2                         304.835 METERS 03807     |
 AD7609| AD7605 GORDON PASS CHANNEL LT 6            312.239 METERS 07038     |
 AD7609| AD7610 GORDON PASS CHANNEL LT 4            289.713 METERS 26713     |
 AD7609| AD7582 NAPLES PIER                         APPROX. 4.5 KM 3502810.7 |
 AD7609|---------------------------------------------------------------------|
 AD7609
 AD7609                          SUPERSEDED SURVEY CONTROL
 AD7609
 AD7609  NAD 83(1986)-  26 05 30.31474(N)    081 48 05.69946(W) AD(       ) 3
 AD7609  NAD 27      -  26 05 28.97961(N)    081 48 06.37312(W) AD(       ) 3
 AD7609  NGVD 29 (09/01/92)    1.170  (m)            3.84   (f) ADJUSTED    2 1
 AD7609
 AD7609.Superseded values are not recommended for survey control.
 AD7609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7609.See file dsdata.txt to determine how the superseded data were derived.
 AD7609
 AD7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1984186092(NAD 83)
 AD7609_MARKER: DB = BENCH MARK DISK
 AD7609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7609_SP_SET: CONCRETE POST
 AD7609_STAMPING: 64-78-A17 78 B.C.E.
 AD7609_MARK LOGO: FLDNR 
 AD7609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7609+STABILITY: SURFACE MOTION
 AD7609
 AD7609  HISTORY     - Date     Condition        Report By
 AD7609  HISTORY     - 1981     MONUMENTED       NOS
 AD7609  HISTORY     - 1987     GOOD             FLDNR
 AD7609
 AD7609                          STATION DESCRIPTION
 AD7609
 AD7609'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AD7609'THE STATION IS LOCATED ON THE EXTREME NORTHERLY END OF KEWAYDIN
 AD7609'ISLAND AT THE ENTRANCE OF THE GORDON PASS SOUTH OF THE CITY OF
 AD7609'NAPLES, FLORIDA.
 AD7609'
 AD7609'TO REACH THE STATION FROM NAPLES GO SOUTH EITHER ALONG THE
 AD7609'COASTLINE OR FOLLOWING THE GORDON RIVER, BY BOAT, TO
 AD7609'THE ENTRANCE OF THE GORDON PASS AT THE GULF OF MEXICO.
 AD7609'
 AD7609'THE STATION IS A STANDARD FDNR DISK
 AD7609'STAMPED---64 78 A17 1978---,
 AD7609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AD7609'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 AD7609'15.0 METERS (49.2 FT) WEST-NORTHWEST FROM RM NUMBER 1 AND
 AD7609'8.20 METERS (26.9 FT) NORTH FROM RM NUMBER 2.
 AD7609'
 AD7609'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
 AD7609'
 AD7609'THE STATION IS ON PROPERTY OWNED BY THE KEYWADIN CLUB.
 AD7609
 AD7609                          STATION RECOVERY (1987)
 AD7609
 AD7609'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD7609'3.0 MI SOUTH FROM NAPLES.
 AD7609'THE MARK IS LOCATED ON THE SOUTH SIDE OF GORDON PASS, ON KEEWAYDIN
 AD7609'ISLAND.  THE MARK IS SET AT THE NORTHWEST CORNER OF KEEWAYDIN ISLAND.
 AD7609'THE MARK BEARS 34.0 FEET NORTH OF THE MOST NORTHWESTERLY AUSTRALIAN
 AD7609'PINE TREE AND 9.0 FEET EAST OF A CLUMP OF SEA OATS.
 AD7609'THE MARK IS 0.1 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7985 ***********************************************************************
 AD7985  DESIGNATION -  64 78 A17 RM 1
 AD7985  PID         -  AD7985
 AD7985  STATE/COUNTY-  FL/COLLIER
 AD7985  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7985
 AD7985                         *CURRENT SURVEY CONTROL
 AD7985  ___________________________________________________________________
 AD7985* NAD 83(1986)-  26 05 31.     (N)    081 48 03.     (W)     SCALED    
 AD7985* NAVD 88     -         1.109  (meters)       3.64   (feet)  ADJUSTED  
 AD7985  ___________________________________________________________________
 AD7985  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AD7985  DYNAMIC HT  -           1.107 (meters)       3.63  (feet)  COMP
 AD7985  MODELED GRAV-     979,045.3   (mgal)                       NAVD 88
 AD7985
 AD7985  VERT ORDER  -  SECOND    CLASS I
 AD7985
 AD7985.The horizontal coordinates were scaled from a topographic map and have
 AD7985.an estimated accuracy of +/- 6 seconds.
 AD7985
 AD7985.The orthometric height was determined by differential leveling
 AD7985.and adjusted by the National Geodetic Survey in July 1993..
 AD7985
 AD7985.The geoid height was determined by GEOID03.
 AD7985
 AD7985.The dynamic height is computed by dividing the NAVD 88
 AD7985.geopotential number by the normal gravity value computed on the
 AD7985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7985.degrees latitude (g = 980.6199 gals.).
 AD7985
 AD7985.The modeled gravity was interpolated from observed gravity values.
 AD7985
 AD7985;                    North         East    Units  Estimated Accuracy
 AD7985;SPC FL E     -   195,050.      119,890.      MT  (+/- 180 meters Scaled)
 AD7985
 AD7985                          SUPERSEDED SURVEY CONTROL
 AD7985
 AD7985  NGVD 29 (09/01/92)    1.499  (m)            4.92   (f) ADJUSTED    2 1
 AD7985
 AD7985.Superseded values are not recommended for survey control.
 AD7985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7985.See file dsdata.txt to determine how the superseded data were derived.
 AD7985
 AD7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ199861(NAD 83)
 AD7985_MARKER: DB = BENCH MARK DISK
 AD7985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7985_SP_SET: CONCRETE POST
 AD7985_STAMPING: 64-78-A17 B.C.E. RM 1
 AD7985_MARK LOGO: FLDNR 
 AD7985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7985+STABILITY: SURFACE MOTION
 AD7985
 AD7985  HISTORY     - Date     Condition        Report By
 AD7985  HISTORY     - 1978     MONUMENTED       FLDNR
 AD7985  HISTORY     - 1987     GOOD             FLDNR
 AD7985
 AD7985                          STATION DESCRIPTION
 AD7985
 AD7985'DESCRIBED BY FL DEPT OF NAT RES 1987
 AD7985'3.0 MI SOUTH FROM NAPLES.
 AD7985'THE MARK IS LOCATED ON THE SOUTH SIDE OF GORDON PASS, ON KEEWAYDIN
 AD7985'ISLAND.  THE MARK IS SET AT THE NORTHWEST CORNER OF KEEWAYDIN ISLAND.
 AD7985'THE MARK BEARS 49.1 FEET EAST OF BENCH MARK 64-78-A17 78 B.C.E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7984 ***********************************************************************
 AD7984  DESIGNATION -  64 78 A17 RM 2
 AD7984  PID         -  AD7984
 AD7984  STATE/COUNTY-  FL/COLLIER
 AD7984  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7984
 AD7984                         *CURRENT SURVEY CONTROL
 AD7984  ___________________________________________________________________
 AD7984* NAD 83(1986)-  26 05 31.     (N)    081 48 03.     (W)     SCALED    
 AD7984* NAVD 88     -         1.210  (meters)       3.97   (feet)  ADJUSTED  
 AD7984  ___________________________________________________________________
 AD7984  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AD7984  DYNAMIC HT  -           1.208 (meters)       3.96  (feet)  COMP
 AD7984  MODELED GRAV-     979,045.3   (mgal)                       NAVD 88
 AD7984
 AD7984  VERT ORDER  -  SECOND    CLASS I
 AD7984
 AD7984.The horizontal coordinates were scaled from a topographic map and have
 AD7984.an estimated accuracy of +/- 6 seconds.
 AD7984
 AD7984.The orthometric height was determined by differential leveling
 AD7984.and adjusted by the National Geodetic Survey in July 1993..
 AD7984
 AD7984.The geoid height was determined by GEOID03.
 AD7984
 AD7984.The dynamic height is computed by dividing the NAVD 88
 AD7984.geopotential number by the normal gravity value computed on the
 AD7984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7984.degrees latitude (g = 980.6199 gals.).
 AD7984
 AD7984.The modeled gravity was interpolated from observed gravity values.
 AD7984
 AD7984;                    North         East    Units  Estimated Accuracy
 AD7984;SPC FL E     -   195,050.      119,890.      MT  (+/- 180 meters Scaled)
 AD7984
 AD7984                          SUPERSEDED SURVEY CONTROL
 AD7984
 AD7984  NGVD 29 (09/01/92)    1.600  (m)            5.25   (f) ADJUSTED    2 1
 AD7984
 AD7984.Superseded values are not recommended for survey control.
 AD7984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7984.See file dsdata.txt to determine how the superseded data were derived.
 AD7984
 AD7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ199861(NAD 83)
 AD7984_MARKER: DB = BENCH MARK DISK
 AD7984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7984_SP_SET: CONCRETE POST
 AD7984_STAMPING: 64-78-A17 78 B.C.E. RM 2
 AD7984_MARK LOGO: FLDNR 
 AD7984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7984+STABILITY: SURFACE MOTION
 AD7984
 AD7984  HISTORY     - Date     Condition        Report By
 AD7984  HISTORY     - 1978     MONUMENTED       FLDNR
 AD7984  HISTORY     - 1987     GOOD             FLDNR
 AD7984
 AD7984                          STATION DESCRIPTION
 AD7984
 AD7984'DESCRIBED BY FL DEPT OF NAT RES 1987
 AD7984'3.0 MI SOUTH FROM NAPLES.
 AD7984'THE MARK IS LOCATED ON THE SOUTH SIDE OF GORDON PASS, ON KEEWAYDIN
 AD7984'ISLAND.  THE MARK IS SET AT THE NORTHWEST CORNER OF KEEWAYDIN ISLAND.
 AD7984'THE MARK BEARS 26.8 FEET SOUTH OF BENCH MARK 64-78-A17 78 B.C.E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6132 ***********************************************************************
 AJ6132  DESIGNATION -  64.0 500 G
 AJ6132  PID         -  AJ6132
 AJ6132  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6132  USGS QUAD   -  TAYLOR CREEK SW (1972)
 AJ6132
 AJ6132                         *CURRENT SURVEY CONTROL
 AJ6132  ___________________________________________________________________
 AJ6132* NAD 83(1986)-  27 20 29.     (N)    080 56 35.     (W)     SCALED    
 AJ6132* NAVD 88     -        11.032  (meters)      36.19   (feet)  ADJUSTED  
 AJ6132  ___________________________________________________________________
 AJ6132  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ6132  DYNAMIC HT  -          11.015 (meters)      36.14  (feet)  COMP
 AJ6132  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 AJ6132
 AJ6132  VERT ORDER  -  SECOND    CLASS I
 AJ6132
 AJ6132.The horizontal coordinates were scaled from a topographic map and have
 AJ6132.an estimated accuracy of +/- 6 seconds.
 AJ6132
 AJ6132.The orthometric height was determined by differential leveling
 AJ6132.and adjusted by the National Geodetic Survey in January 2002..
 AJ6132
 AJ6132.The geoid height was determined by GEOID03.
 AJ6132
 AJ6132.The dynamic height is computed by dividing the NAVD 88
 AJ6132.geopotential number by the normal gravity value computed on the
 AJ6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6132.degrees latitude (g = 980.6199 gals.).
 AJ6132
 AJ6132.The modeled gravity was interpolated from observed gravity values.
 AJ6132
 AJ6132;                    North         East    Units  Estimated Accuracy
 AJ6132;SPC FL E     -   333,230.      205,640.      MT  (+/- 180 meters Scaled)
 AJ6132
 AJ6132                          SUPERSEDED SURVEY CONTROL
 AJ6132
 AJ6132.No superseded survey control is available for this station.
 AJ6132
 AJ6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL056242(NAD 83)
 AJ6132_MARKER: DD = SURVEY DISK
 AJ6132_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AJ6132_STAMPING: 64.0-500G LB 262
 AJ6132_MARK LOGO: NONE  
 AJ6132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6132+STABILITY: SURFACE MOTION
 AJ6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6132+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2001
 AJ6132
 AJ6132  HISTORY     - Date     Condition        Report By
 AJ6132  HISTORY     - UNK      MONUMENTED       RBNF
 AJ6132  HISTORY     - 20010114 GOOD             FLDEP
 AJ6132
 AJ6132                          STATION DESCRIPTION
 AJ6132
 AJ6132'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6132'THE MARK IS ABOUT 38.8 MI (62.4 KM) SOUTHEAST OF SEBRING, 10.6 MI
 AJ6132'(17.1 KM) NORTHWEST OF OKEECHOBEE ON U.S.  HIGHWAY 98, IN SECTION 16,
 AJ6132'TOWNSHIP 36 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ6132'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.  HIGHWAY
 AJ6132'98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON U.S.
 AJ6132'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM) TO
 AJ6132'THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AJ6132'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AJ6132'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 8.45
 AJ6132'MI (13.60 KM) TO THE MARK ON THE LEFT, A 2-INCH DISK ATTACHED TO THE
 AJ6132'TOP OF A METAL ROD, CONCRETE INSIDE OF A 5-INCH PVC PIPE WITH A LOGO
 AJ6132'CAP FLUSH WITH THE GROUND AND LEVEL WITH U.S.  HIGHWAY 98, THE DISK IS
 AJ6132'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 59.0
 AJ6132'FT (18.0 M) SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 98, 3.0 FT
 AJ6132'(0.9 M) NORTHEAST OF A BARBWIRE FENCE AND 2.0 FT (0.6 M) NORTHEAST OF
 AJ6132'A CARSONITE WITNESS POST. NOTE--DEPTH OF ROD UNKNOWN. NOTE ACCESS TO
 AJ6132'THE DISK IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7065 ***********************************************************************
 AG7065  DESIGNATION -  65 C OF SP
 AG7065  PID         -  AG7065
 AG7065  STATE/COUNTY-  FL/PINELLAS
 AG7065  USGS QUAD   -  ST PETERSBURG (1987)
 AG7065
 AG7065                         *CURRENT SURVEY CONTROL
 AG7065  ___________________________________________________________________
 AG7065* NAD 83(1986)-  27 49 43.     (N)    082 38 49.     (W)     SCALED    
 AG7065* NAVD 88     -         1.967  (meters)       6.45   (feet)  ADJUSTED  
 AG7065  ___________________________________________________________________
 AG7065  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AG7065  DYNAMIC HT  -           1.964 (meters)       6.44  (feet)  COMP
 AG7065  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AG7065
 AG7065  VERT ORDER  -  SECOND    CLASS II
 AG7065
 AG7065.The horizontal coordinates were scaled from a topographic map and have
 AG7065.an estimated accuracy of +/- 6 seconds.
 AG7065
 AG7065.The orthometric height was determined by differential leveling
 AG7065.and adjusted by the National Geodetic Survey in June 1991..
 AG7065
 AG7065.The geoid height was determined by GEOID03.
 AG7065
 AG7065.The dynamic height is computed by dividing the NAVD 88
 AG7065.geopotential number by the normal gravity value computed on the
 AG7065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7065.degrees latitude (g = 980.6199 gals.).
 AG7065
 AG7065.The modeled gravity was interpolated from observed gravity values.
 AG7065
 AG7065;                    North         East    Units  Estimated Accuracy
 AG7065;SPC FL W     -   387,390.      136,270.      MT  (+/- 180 meters Scaled)
 AG7065
 AG7065                          SUPERSEDED SURVEY CONTROL
 AG7065
 AG7065  NGVD 29 (??/??/92)    2.229  (m)            7.31   (f) ADJ UNCH    2 2
 AG7065
 AG7065.Superseded values are not recommended for survey control.
 AG7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7065.See file dsdata.txt to determine how the superseded data were derived.
 AG7065
 AG7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL378793(NAD 83)
 AG7065_MARKER: DD = SURVEY DISK
 AG7065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7065_SP_SET: CONCRETE POST
 AG7065_PROJECTION: FLUSH
 AG7065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7065+STABILITY: SURFACE MOTION
 AG7065
 AG7065  HISTORY     - Date     Condition        Report By
 AG7065  HISTORY     - UNK      MONUMENTED       FL2730
 AG7065  HISTORY     - 1977     GOOD             FL-103
 AG7065  HISTORY     - 20020106 MARK NOT FOUND   USPSQD
 AG7065
 AG7065                          STATION DESCRIPTION
 AG7065
 AG7065'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7065'IN ST PETERSBURG.
 AG7065'TO REACH THE STATION FROM THE INTERSECTION OF SR 694 74TH AVE. N. AND
 AG7065'SR 693 66TH ST., RUN SOUTHERLY ON SR 693 FOR 0.80 MILE TO THE
 AG7065'INTERSECTION OF 62ND AVE. N. TURN LEFT AND RUN EASTERLY ON 62ND AVE.
 AG7065'N. FOR 5.10 MILES TO THE INTERSECTION OF 9TH ST. STATION ON LEFT, N.E.
 AG7065'CORNER, 63.9 FT. NORTH OF THE CENTERLINE OF 62ND AVE. N., 40.6 FT.
 AG7065'EAST OF THE CENTERLINE OF 9TH ST. N., 23.9 FT. N.E. OF A SIGNAL LIGHT
 AG7065'POLE NO NUMBER, 0.5 FT. NORTH OF THE FACE OF SIDEWALK, 0.3 FT. EAST
 AG7065'OF THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS
 AG7065'FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
 AG7065
 AG7065                          STATION RECOVERY (2002)
 AG7065
 AG7065'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCK)
 AG7065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3534 ***********************************************************************
 AJ3534  DESIGNATION -  66
 AJ3534  PID         -  AJ3534
 AJ3534  STATE/COUNTY-  FL/PALM BEACH
 AJ3534  USGS QUAD   -  BRYANT (1970)
 AJ3534
 AJ3534                         *CURRENT SURVEY CONTROL
 AJ3534  ___________________________________________________________________
 AJ3534* NAD 83(1986)-  26 46 41.     (N)    080 30 59.     (W)     SCALED    
 AJ3534* NAVD 88     -         4.755  (meters)      15.60   (feet)  ADJUSTED  
 AJ3534  ___________________________________________________________________
 AJ3534  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ3534  DYNAMIC HT  -           4.748 (meters)      15.58  (feet)  COMP
 AJ3534  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 AJ3534
 AJ3534  VERT ORDER  -  SECOND    CLASS I
 AJ3534
 AJ3534.The horizontal coordinates were scaled from a topographic map and have
 AJ3534.an estimated accuracy of +/- 6 seconds.
 AJ3534
 AJ3534.The orthometric height was determined by differential leveling
 AJ3534.and adjusted by the National Geodetic Survey in May 2003..
 AJ3534
 AJ3534.The geoid height was determined by GEOID03.
 AJ3534
 AJ3534.The dynamic height is computed by dividing the NAVD 88
 AJ3534.geopotential number by the normal gravity value computed on the
 AJ3534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3534.degrees latitude (g = 980.6199 gals.).
 AJ3534
 AJ3534.The modeled gravity was interpolated from observed gravity values.
 AJ3534
 AJ3534;                    North         East    Units  Estimated Accuracy
 AJ3534;SPC FL E     -   270,910.      248,090.      MT  (+/- 180 meters Scaled)
 AJ3534
 AJ3534                          SUPERSEDED SURVEY CONTROL
 AJ3534
 AJ3534  NAVD 88 (09/17/01)    4.764  (m)           15.63   (f) UNKNOWN     2 1
 AJ3534
 AJ3534.Superseded values are not recommended for survey control.
 AJ3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3534.See file dsdata.txt to determine how the superseded data were derived.
 AJ3534
 AJ3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK480619(NAD 83)
 AJ3534_MARKER: DD = SURVEY DISK
 AJ3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3534_STAMPING: BM 66 1999
 AJ3534_MARK LOGO: SFLWMD
 AJ3534_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3534+STABILITY: SURFACE MOTION
 AJ3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3534+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3534
 AJ3534  HISTORY     - Date     Condition        Report By
 AJ3534  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3534  HISTORY     - 20000219 GOOD             FLDEP
 AJ3534
 AJ3534                          STATION DESCRIPTION
 AJ3534
 AJ3534'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3534'THE MARK IS ABOUT 30.7 MI (49.4 KM) NORTHWEST OF PALM BEACH, 7.7 MI
 AJ3534'(12.4 KM) SOUTHEAST OF CANAL POINT, IN SECTION 34, TOWNSHIP 42 SOUTH,
 AJ3534'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3534'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3534'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3534'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3534'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3534'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3534'ROAD ON THE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER 10 AND GO SOUTHERLY
 AJ3534'FOR 7.5 MI (12.1 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AJ3534'CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AJ3534'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 208.9 FT (63.7
 AJ3534'M) WEST-NORTHWEST OF A POWER POLE WITH 3 GUY WIRES ATTACHED, 179.3 FT
 AJ3534'(54.7 M) NORTHWEST OF THE CENTER OF A FARM DITCH LEADING NORTH, 15.2
 AJ3534'FT (4.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD
 AJ3534'AND 2.0 FT (0.6 M) SOUTHWEST OF A SFWMD METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6746 ***********************************************************************
 DE6746  DESIGNATION -  66 A
 DE6746  PID         -  DE6746
 DE6746  STATE/COUNTY-  FL/VOLUSIA
 DE6746  USGS QUAD   -  DAYTONA BEACH NW (1993)
 DE6746
 DE6746                         *CURRENT SURVEY CONTROL
 DE6746  ___________________________________________________________________
 DE6746* NAD 83(1986)-  29 14 27.     (N)    081 13 49.     (W)     SCALED    
 DE6746* NAVD 88     -        11.559  (meters)      37.92   (feet)  ADJUSTED  
 DE6746  ___________________________________________________________________
 DE6746  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DE6746  DYNAMIC HT  -          11.543 (meters)      37.87  (feet)  COMP
 DE6746  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 DE6746
 DE6746  VERT ORDER  -  SECOND    CLASS I
 DE6746
 DE6746.The horizontal coordinates were scaled from a topographic map and have
 DE6746.an estimated accuracy of +/- 6 seconds.
 DE6746
 DE6746.The orthometric height was determined by differential leveling
 DE6746.and adjusted by the National Geodetic Survey in May 2004..
 DE6746
 DE6746.The geoid height was determined by GEOID03.
 DE6746
 DE6746.The dynamic height is computed by dividing the NAVD 88
 DE6746.geopotential number by the normal gravity value computed on the
 DE6746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6746.degrees latitude (g = 980.6199 gals.).
 DE6746
 DE6746.The modeled gravity was interpolated from observed gravity values.
 DE6746
 DE6746;                    North         East    Units  Estimated Accuracy
 DE6746;SPC FL E     -   543,740.      177,620.      MT  (+/- 180 meters Scaled)
 DE6746
 DE6746                          SUPERSEDED SURVEY CONTROL
 DE6746
 DE6746.No superseded survey control is available for this station.
 DE6746
 DE6746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN776346(NAD 83)
 DE6746_MARKER: DD = SURVEY DISK
 DE6746_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6746_SP_SET: BRIDGE GUARDRAIL
 DE6746_STAMPING: 66-A 39.35
 DE6746_MARK LOGO: FLSRD 
 DE6746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6746+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1999
 DE6746
 DE6746  HISTORY     - Date     Condition        Report By
 DE6746  HISTORY     - UNK      MONUMENTED       FLSRD
 DE6746  HISTORY     - 19990128 GOOD             FLDEP
 DE6746  HISTORY     - 20060110 GOOD             USPSQD
 DE6746
 DE6746                          STATION DESCRIPTION
 DE6746
 DE6746'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6746'THE MARK IS ABOUT 12.5 MI (20.1 KM) NORTHEAST OF BARBERVILLE, 10.9 MI
 DE6746'(17.5 KM) SOUTHWEST OF ORMAND BEACH ON STATE ROAD 40 IN SECTION 36,
 DE6746'TOWNSHIP 14 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6746'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 ON THE WEST
 DE6746'SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40 FOR 7.55 MI (12.15
 DE6746'KM) TO THE WEST END OF THE LITTLE HAW CREEK BRIDGE AND THE MARK ON THE
 DE6746'LEFT, SET IN THE TOP OF THE SOUTHWEST BRIDGE GUARDRAIL, 3.8 FT (1.2 M)
 DE6746'ABOVE THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE STATE ROAD 40.
 DE6746'LOCATED 23.7 FT (7.2 M) SOUTH OF THE CENTERLINE OF STATE ROAD 40, 16.9
 DE6746'FT (5.2 M) EAST OF SURVEY MARK 7997D A008, 1.7 FT (0.5 M) SOUTH OF THE
 DE6746'METAL GUARDRAIL AND 0.6 FT (18.3 CM) EAST OF THE WEST END OF THE
 DE6746'CONCRETE BRIDGE GUARDRAIL.
 DE6746
 DE6746                          STATION RECOVERY (2006)
 DE6746
 DE6746'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6747 ***********************************************************************
 DE6747  DESIGNATION -  66 B
 DE6747  PID         -  DE6747
 DE6747  STATE/COUNTY-  FL/VOLUSIA
 DE6747  USGS QUAD   -  DAYTONA BEACH NW (1993)
 DE6747
 DE6747                         *CURRENT SURVEY CONTROL
 DE6747  ___________________________________________________________________
 DE6747* NAD 83(1986)-  29 14 29.     (N)    081 13 48.     (W)     SCALED    
 DE6747* NAVD 88     -        11.304  (meters)      37.09   (feet)  ADJUSTED  
 DE6747  ___________________________________________________________________
 DE6747  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DE6747  DYNAMIC HT  -          11.288 (meters)      37.03  (feet)  COMP
 DE6747  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 DE6747
 DE6747  VERT ORDER  -  SECOND    CLASS I
 DE6747
 DE6747.The horizontal coordinates were scaled from a topographic map and have
 DE6747.an estimated accuracy of +/- 6 seconds.
 DE6747
 DE6747.The orthometric height was determined by differential leveling
 DE6747.and adjusted by the National Geodetic Survey in May 2004..
 DE6747
 DE6747.The geoid height was determined by GEOID03.
 DE6747
 DE6747.The dynamic height is computed by dividing the NAVD 88
 DE6747.geopotential number by the normal gravity value computed on the
 DE6747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6747.degrees latitude (g = 980.6199 gals.).
 DE6747
 DE6747.The modeled gravity was interpolated from observed gravity values.
 DE6747
 DE6747;                    North         East    Units  Estimated Accuracy
 DE6747;SPC FL E     -   543,810.      177,640.      MT  (+/- 180 meters Scaled)
 DE6747
 DE6747                          SUPERSEDED SURVEY CONTROL
 DE6747
 DE6747.No superseded survey control is available for this station.
 DE6747
 DE6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN776347(NAD 83)
 DE6747_MARKER: DD = SURVEY DISK
 DE6747_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6747_SP_SET: BRIDGE GUARDRAIL
 DE6747_STAMPING: 66-B 38.51
 DE6747_MARK LOGO: FLSRD 
 DE6747_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6747+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1999
 DE6747
 DE6747  HISTORY     - Date     Condition        Report By
 DE6747  HISTORY     - UNK      MONUMENTED       FLSRD
 DE6747  HISTORY     - 19990128 GOOD             FLDEP
 DE6747  HISTORY     - 20060110 GOOD             USPSQD
 DE6747
 DE6747                          STATION DESCRIPTION
 DE6747
 DE6747'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6747'THE MARK IS ABOUT 12.5 MI (20.1 KM) NORTHEAST OF BARBERVILLE, 10.8 MI
 DE6747'(17.4 KM) SOUTHWEST OF ORMAND BEACH ON STATE ROAD 40 IN SECTION 36,
 DE6747'TOWNSHIP 14 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6747'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 ON THE WEST
 DE6747'SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40 FOR 7.55 MI (12.15
 DE6747'KM) TO THE EAST END OF THE LITTLE HAW CREEK BRIDGE AND THE MARK ON THE
 DE6747'RIGHT, SET IN THE TOP OF THE NORTHEAST BRIDGE GUARDRAIL 3.8 FT (1.2 M)
 DE6747'ABOVE THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 DE6747'STATE ROAD 40. LOCATED 24.0 FT (7.3 M) NORTH OF THE CENTERLINE OF
 DE6747'STATE ROAD 40, 2.0 FT (0.6 M) NORTH OF THE METAL GUARDRAIL AND 0.6 FT
 DE6747'(18.3 CM) WEST OF THE EAST END OF THE CONCRETE BRIDGE GUARDRAIL.
 DE6747
 DE6747                          STATION RECOVERY (2006)
 DE6747
 DE6747'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0129 ***********************************************************************
 BD0129  DESIGNATION -  66 GAF
 BD0129  PID         -  BD0129
 BD0129  STATE/COUNTY-  FL/BAKER
 BD0129  USGS QUAD   -  SARGENT (1994)
 BD0129
 BD0129                         *CURRENT SURVEY CONTROL
 BD0129  ___________________________________________________________________
 BD0129* NAD 83(1986)-  30 34 27.     (N)    082 27 26.     (W)     SCALED    
 BD0129* NAVD 88     -        37.462  (meters)     122.91   (feet)  ADJUSTED  
 BD0129  ___________________________________________________________________
 BD0129  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BD0129  DYNAMIC HT  -          37.414 (meters)     122.75  (feet)  COMP
 BD0129  MODELED GRAV-     979,353.0   (mgal)                       NAVD 88
 BD0129
 BD0129  VERT ORDER  -  FIRST     CLASS II
 BD0129
 BD0129.The horizontal coordinates were scaled from a topographic map and have
 BD0129.an estimated accuracy of +/- 6 seconds.
 BD0129
 BD0129.The orthometric height was determined by differential leveling
 BD0129.and adjusted by the National Geodetic Survey in June 1991..
 BD0129
 BD0129.The geoid height was determined by GEOID03.
 BD0129
 BD0129.The dynamic height is computed by dividing the NAVD 88
 BD0129.geopotential number by the normal gravity value computed on the
 BD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0129.degrees latitude (g = 980.6199 gals.).
 BD0129
 BD0129.The modeled gravity was interpolated from observed gravity values.
 BD0129
 BD0129;                    North         East    Units  Estimated Accuracy
 BD0129;SPC FL N     -   176,250.      795,940.      MT  (+/- 180 meters Scaled)
 BD0129
 BD0129                          SUPERSEDED SURVEY CONTROL
 BD0129
 BD0129  NGVD 29 (??/??/92)   37.736  (m)          123.81   (f) ADJ UNCH    1 2
 BD0129
 BD0129.Superseded values are not recommended for survey control.
 BD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0129.See file dsdata.txt to determine how the superseded data were derived.
 BD0129
 BD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP602833(NAD 83)
 BD0129_MARKER: DD = SURVEY DISK
 BD0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0129_STAMPING: 66 GAF 1954 TT 124
 BD0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0129+STABILITY: SURFACE MOTION
 BD0129
 BD0129  HISTORY     - Date     Condition        Report By
 BD0129  HISTORY     - 1954     MONUMENTED       USGS
 BD0129  HISTORY     - 1957     GOOD             NGS
 BD0129
 BD0129                          STATION DESCRIPTION
 BD0129
 BD0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0129'14.2 MI NW FROM BAXTER.
 BD0129'ABOUT 14.2 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 BD0129'JUNCTION OF STATE HIGHWAY 127 AT BAXTER, ABOUT 10.3 MILES
 BD0129'SOUTHEAST ALONG STATE HIGHWAY 94 AND 2 FROM THE SOUTHERN RAILWAY
 BD0129'STATION AT FARGO, CLINCH COUNTY, GEORGIA, 0.15 MILE SOUTHEAST
 BD0129'OF THE COLUMBIA-BAKER COUNTY LINE, 1.05 MILE SOUTHEAST OF THE
 BD0129'GEORGIA-FLORIDA STATE LINE, 50 1/2 FEET SOUTHWEST OF THE CENTER
 BD0129'LINE OF THE HIGHWAY, 106 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BD0129'CORNER OF THE SOUTHWEST CONCRETE HEAD WALL OF A DOUBLE 36-INCH
 BD0129'PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT NORTHEAST OF A WIRE FENCE,
 BD0129'27 1/2 FEET WEST OF THE NORTHWEST END OF A CORRUGATED PIPE
 BD0129'CULVERT UNDER A SAND ROAD LEADING SOUTH THRU PAINTED GATE, 2 1/2
 BD0129'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BD0129'CONCRETE POST PROJECTING 5 INCHES.  IN SECTION 18, T 2 N, R 19 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2311 ***********************************************************************
 BD2311  DESIGNATION -  66.92 FLHD
 BD2311  PID         -  BD2311
 BD2311  STATE/COUNTY-  FL/LAFAYETTE
 BD2311  USGS QUAD   -  DAY (1993)
 BD2311
 BD2311                         *CURRENT SURVEY CONTROL
 BD2311  ___________________________________________________________________
 BD2311* NAD 83(1986)-  30 14 41.     (N)    083 15 00.     (W)     SCALED    
 BD2311* NAVD 88     -        20.191  (meters)      66.24   (feet)  ADJUSTED  
 BD2311  ___________________________________________________________________
 BD2311  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BD2311  DYNAMIC HT  -          20.165 (meters)      66.16  (feet)  COMP
 BD2311  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 BD2311
 BD2311  VERT ORDER  -  FIRST     CLASS II
 BD2311
 BD2311.The horizontal coordinates were scaled from a topographic map and have
 BD2311.an estimated accuracy of +/- 6 seconds.
 BD2311
 BD2311.The orthometric height was determined by differential leveling
 BD2311.and adjusted by the National Geodetic Survey in June 1991..
 BD2311
 BD2311.The geoid height was determined by GEOID03.
 BD2311
 BD2311.The dynamic height is computed by dividing the NAVD 88
 BD2311.geopotential number by the normal gravity value computed on the
 BD2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2311.degrees latitude (g = 980.6199 gals.).
 BD2311
 BD2311.The modeled gravity was interpolated from observed gravity values.
 BD2311
 BD2311;                    North         East    Units  Estimated Accuracy
 BD2311;SPC FL N     -   138,630.      720,300.      MT  (+/- 180 meters Scaled)
 BD2311
 BD2311                          SUPERSEDED SURVEY CONTROL
 BD2311
 BD2311.No superseded survey control is available for this station.
 BD2311
 BD2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP835480(NAD 83)
 BD2311_MARKER: DD = SURVEY DISK
 BD2311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD2311_SP_SET: BRIDGE
 BD2311_STAMPING: 66.92
 BD2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2311
 BD2311  HISTORY     - Date     Condition        Report By
 BD2311  HISTORY     - UNK      MONUMENTED       FLHD
 BD2311  HISTORY     - 1978     GOOD             NGS
 BD2311
 BD2311                          STATION DESCRIPTION
 BD2311
 BD2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BD2311'0.6 MI WEST FROM DOWLING PARK.
 BD2311'0.6 MILE WEST ALONG COUNTY ROAD 250 FROM THE JUNCTION OF COUNTY
 BD2311'ROAD 136 IN DOWLING PARK TO THE MARK ON THE LEFT, SET IN THE
 BD2311'SOUTHWEST WINGWALL OF THE BRIDGE OVER THE SUWANNEE RIVER, 14 FEET
 BD2311'SOUTH OF THE CENTERLINE OF THE BRIDGE, 2.5 FEET SOUTH OF THE SOUTWEST
 BD2311'CORNER OF THE BRIDGE.
 BD2311'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6739 ***********************************************************************
 DF6739  DESIGNATION -  67 08
 DF6739  PID         -  DF6739
 DF6739  STATE/COUNTY-  FL/OSCEOLA
 DF6739  USGS QUAD   -  ST CLOUD NORTH (1987)
 DF6739
 DF6739                         *CURRENT SURVEY CONTROL
 DF6739  ___________________________________________________________________
 DF6739* NAD 83(1986)-  28 15 59.     (N)    081 18 34.     (W)     SCALED    
 DF6739* NAVD 88     -        20.143  (meters)      66.09   (feet)  ADJUSTED  
 DF6739  ___________________________________________________________________
 DF6739  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DF6739  DYNAMIC HT  -          20.113 (meters)      65.99  (feet)  COMP
 DF6739  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 DF6739
 DF6739  VERT ORDER  -  SECOND    CLASS I
 DF6739
 DF6739.The horizontal coordinates were scaled from a topographic map and have
 DF6739.an estimated accuracy of +/- 6 seconds.
 DF6739
 DF6739.The orthometric height was determined by differential leveling
 DF6739.and adjusted by the National Geodetic Survey in April 2004..
 DF6739
 DF6739.The geoid height was determined by GEOID03.
 DF6739
 DF6739.The dynamic height is computed by dividing the NAVD 88
 DF6739.geopotential number by the normal gravity value computed on the
 DF6739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6739.degrees latitude (g = 980.6199 gals.).
 DF6739
 DF6739.The modeled gravity was interpolated from observed gravity values.
 DF6739
 DF6739;                    North         East    Units  Estimated Accuracy
 DF6739;SPC FL E     -   435,770.      169,640.      MT  (+/- 180 meters Scaled)
 DF6739
 DF6739                          SUPERSEDED SURVEY CONTROL
 DF6739
 DF6739.No superseded survey control is available for this station.
 DF6739
 DF6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM696267(NAD 83)
 DF6739_MARKER: DD = SURVEY DISK
 DF6739_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF6739_SP_SET: BRIDGE ABUTMENT
 DF6739_STAMPING: 67.08
 DF6739_MARK LOGO: FLDT  
 DF6739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6739+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6739
 DF6739  HISTORY     - Date     Condition        Report By
 DF6739  HISTORY     - UNK      MONUMENTED       FLDT
 DF6739  HISTORY     - 20010628 GOOD             FLDEP
 DF6739
 DF6739                          STATION DESCRIPTION
 DF6739
 DF6739'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6739'THE MARK IS ABOUT 2.0 MI NORTH OF ST. CLOUD, IN SECTION 34, TOWNSHIP
 DF6739'25 SOUTH, RANGE 30
 DF6739'EAST.
 DF6739' 
 DF6739'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6739'STREET) AND
 DF6739'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6739'523 (VERMONT
 DF6739'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6739'ON LAKESHORE
 DF6739'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 1.1 MI TO THE SOUTH
 DF6739'END OF BRIDGE
 DF6739'OVER CANAL 31 AND THE MARK ON THE RIGHT, SET IN THE TOP OF THE
 DF6739'SOUTHEAST THE BRIDGE
 DF6739'ABUTMENT ABOUT 1.0 FT ABOVE THE LEVEL OF LAKE SHORE BOULEVARD.
 DF6739' 
 DF6739'LOCATED 13.6 FT EAST OF THE CENTERLINE OF LAKESHORE BOULEVARD AND 0.6
 DF6739'FT EAST OF A METAL
 DF6739'GUARD RAIL.
 DF6739' 
 DF6739' 
 DF6739'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6740 ***********************************************************************
 DF6740  DESIGNATION -  67 12
 DF6740  PID         -  DF6740
 DF6740  STATE/COUNTY-  FL/OSCEOLA
 DF6740  USGS QUAD   -  ST CLOUD NORTH (1987)
 DF6740
 DF6740                         *CURRENT SURVEY CONTROL
 DF6740  ___________________________________________________________________
 DF6740* NAD 83(1986)-  28 16 00.     (N)    081 18 34.     (W)     SCALED    
 DF6740* NAVD 88     -        20.156  (meters)      66.13   (feet)  ADJUSTED  
 DF6740  ___________________________________________________________________
 DF6740  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DF6740  DYNAMIC HT  -          20.126 (meters)      66.03  (feet)  COMP
 DF6740  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 DF6740
 DF6740  VERT ORDER  -  SECOND    CLASS I
 DF6740
 DF6740.The horizontal coordinates were scaled from a topographic map and have
 DF6740.an estimated accuracy of +/- 6 seconds.
 DF6740
 DF6740.The orthometric height was determined by differential leveling
 DF6740.and adjusted by the National Geodetic Survey in April 2004..
 DF6740
 DF6740.The geoid height was determined by GEOID03.
 DF6740
 DF6740.The dynamic height is computed by dividing the NAVD 88
 DF6740.geopotential number by the normal gravity value computed on the
 DF6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6740.degrees latitude (g = 980.6199 gals.).
 DF6740
 DF6740.The modeled gravity was interpolated from observed gravity values.
 DF6740
 DF6740;                    North         East    Units  Estimated Accuracy
 DF6740;SPC FL E     -   435,800.      169,640.      MT  (+/- 180 meters Scaled)
 DF6740
 DF6740                          SUPERSEDED SURVEY CONTROL
 DF6740
 DF6740.No superseded survey control is available for this station.
 DF6740
 DF6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM696267(NAD 83)
 DF6740_MARKER: DD = SURVEY DISK
 DF6740_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF6740_SP_SET: BRIDGE ABUTMENT
 DF6740_STAMPING: 67.12
 DF6740_MARK LOGO: FLDT  
 DF6740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6740+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6740
 DF6740  HISTORY     - Date     Condition        Report By
 DF6740  HISTORY     - UNK      MONUMENTED       FLDT
 DF6740  HISTORY     - 20010628 GOOD             FLDEP
 DF6740
 DF6740                          STATION DESCRIPTION
 DF6740
 DF6740'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6740'THE MARK IS ABOUT 2.0 MI NORTH OF ST. CLOUD, IN SECTION 34, TOWNSHIP
 DF6740'25 SOUTH, RANGE 30
 DF6740'EAST.
 DF6740' 
 DF6740'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6740'STREET) AND
 DF6740'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6740'523 (VERMONT
 DF6740'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6740'ON LAKESHORE
 DF6740'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 1.1 MI TO THE NORTH
 DF6740'END OF BRIDGE
 DF6740'OVER CANAL 31 AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 DF6740'NORTHWEST BRIDGE
 DF6740'ABUTMENT ABOUT 1.0 FT ABOVE THE LEVEL OF LAKESHORE BOULEVARD.
 DF6740' 
 DF6740'LOCATED 13.6 FT WEST OF THE CENTERLINE OF LAKESHORE BOULEVARD, 0.9 FT
 DF6740'EAST OF THE WEST
 DF6740'END OF THE ABUTMENT AND 0.6 FT WEST OF THE METAL GUARDRAIL.
 DF6740' 
 DF6740'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6458 ***********************************************************************
 AD6458  DESIGNATION -  67+06.11
 AD6458  PID         -  AD6458
 AD6458  STATE/COUNTY-  FL/PALM BEACH
 AD6458  USGS QUAD   -  RIVIERA BEACH (1983)
 AD6458
 AD6458                         *CURRENT SURVEY CONTROL
 AD6458  ___________________________________________________________________
 AD6458* NAD 83(1990)-  26 46 26.11374(N)    080 02 10.92613(W)     ADJUSTED  
 AD6458* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AD6458  ___________________________________________________________________
 AD6458  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 AD6458  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AD6458
 AD6458  HORZ ORDER  -  THIRD
 AD6458
 AD6458.The horizontal coordinates were established by classical geodetic methods
 AD6458.and adjusted by the National Geodetic Survey in May 1991..
 AD6458
 AD6458.The orthometric height was scaled from a topographic map.
 AD6458
 AD6458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6458
 AD6458.The geoid height was determined by GEOID03.
 AD6458
 AD6458;                    North         East     Units Scale Factor Converg.
 AD6458;SPC FL E     -   270,718.570   295,832.745   MT  1.00005452   +0 26 02.8
 AD6458;SPC FL E     -   888,182.51    970,577.93   sFT  1.00005452   +0 26 02.8
 AD6458;UTM  17      - 2,961,758.183   595,800.047   MT  0.99971330   +0 26 02.8
 AD6458
 AD6458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6458!SPC FL E     -   1.00000413  x   1.00005452  =   1.00005865
 AD6458!UTM  17      -   1.00000413  x   0.99971330  =   0.99971743
 AD6458
 AD6458:                Primary Azimuth Mark                     Grid Az
 AD6458:SPC FL E     -  BREAKERS HOTEL S TWR CUP                 177 45 27.7
 AD6458:UTM  17      -  BREAKERS HOTEL S TWR CUP                 177 45 27.7
 AD6458
 AD6458|---------------------------------------------------------------------|
 AD6458| PID    Reference Object                     Distance      Geod. Az  |
 AD6458|                                                           dddmmss.s |
 AD6458| AD6548 BREAKERS HOTEL S TWR CUP            APPROX. 6.6 KM 1781130.5 |
 AD6458| CW8383 67+06.11 RM 1                        15.315 METERS 25020     |
 AD6458| AD6472 RIDGE                               130.330 METERS 35652     |
 AD6458|---------------------------------------------------------------------|
 AD6458
 AD6458                          SUPERSEDED SURVEY CONTROL
 AD6458
 AD6458  NAD 83(1986)-  26 46 26.11763(N)    080 02 10.93483(W) AD(       ) 3
 AD6458  NAD 27      -  26 46 24.89295(N)    080 02 11.77856(W) AD(       ) 3
 AD6458
 AD6458.Superseded values are not recommended for survey control.
 AD6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6458.See file dsdata.txt to determine how the superseded data were derived.
 AD6458
 AD6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9580061758(NAD 83)
 AD6458_MARKER: DD = SURVEY DISK
 AD6458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6458+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AD6458
 AD6458  HISTORY     - Date     Condition        Report By
 AD6458  HISTORY     - 1947     MONUMENTED       USE
 AD6458  HISTORY     - 20010331 GOOD             NGS
 AD6458  HISTORY     - 20021023 GOOD             USPSQD
 AD6458  HISTORY     - 20040303 GOOD             USPSQD
 AD6458
 AD6458                          STATION DESCRIPTION
 AD6458
 AD6458'DESCRIBED BY US ENGINEERS 1947 (RAG)
 AD6458'THE STATION IS LOCATED ON THE S END OF SINGERS ISLAND, ABOUT 1.0
 AD6458'MILE E OF RIVIERA BEACH, AND 0.5 MILE S OF THE E END OF THE
 AD6458'RIVIERA BEACH BRIDGE.  IT IS IN GRAVEL WITHIN THE RIGHT-OF-WAY OF
 AD6458'LAKE WORTH INLET, 66 FEET N OF MEAN HIGH-WATER LINE, AND ABOUT
 AD6458'1,000 FEET E OF THE W SIDE OF THE ISLAND.
 AD6458'
 AD6458'STATION MARK IS A BRONZE U.S.E.D. HARBOR SURVEY DISK, STAMPED
 AD6458'67 06.11, AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AD6458'MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.
 AD6458'
 AD6458'THE REFERENCE MARK IS LOCATED W OF THE STATION AND IS A BRONZE
 AD6458'REFERENCE DISK STAMPED RM NO 1 U S E D 67 + 06.11 1947.  IT IS
 AD6458'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AD6458'3 INCHES ABOVE GROUND.
 AD6458
 AD6458                          STATION RECOVERY (2001)
 AD6458
 AD6458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD6458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD6458
 AD6458                          STATION RECOVERY (2002)
 AD6458
 AD6458'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDP)
 AD6458'67+06.11 WAS NOT FOUND. T 309   1970 WAS FOUND IN A CONCRETE SLAB USED
 AD6458'AS A PUBLIC BENCH AREA
 AD6458
 AD6458                          STATION RECOVERY (2004)
 AD6458
 AD6458'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDP)
 AD6458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6236 ***********************************************************************
 AE6236  DESIGNATION -  675 20
 AE6236  PID         -  AE6236
 AE6236  STATE/COUNTY-  FL/BREVARD
 AE6236  USGS QUAD   -  FELLSMERE SW (1970)
 AE6236
 AE6236                         *CURRENT SURVEY CONTROL
 AE6236  ___________________________________________________________________
 AE6236* NAD 83(1986)-  27 49 27.     (N)    080 37 52.     (W)     SCALED    
 AE6236* NAVD 88     -         6.862  (meters)      22.51   (feet)  ADJUSTED  
 AE6236  ___________________________________________________________________
 AE6236  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AE6236  DYNAMIC HT  -           6.852 (meters)      22.48  (feet)  COMP
 AE6236  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AE6236
 AE6236  VERT ORDER  -  SECOND    CLASS I
 AE6236
 AE6236.The horizontal coordinates were scaled from a topographic map and have
 AE6236.an estimated accuracy of +/- 6 seconds.
 AE6236
 AE6236.The orthometric height was determined by differential leveling
 AE6236.and adjusted by the National Geodetic Survey in February 1998..
 AE6236
 AE6236.The geoid height was determined by GEOID03.
 AE6236
 AE6236.The dynamic height is computed by dividing the NAVD 88
 AE6236.geopotential number by the normal gravity value computed on the
 AE6236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6236.degrees latitude (g = 980.6199 gals.).
 AE6236
 AE6236.The modeled gravity was interpolated from observed gravity values.
 AE6236
 AE6236;                    North         East    Units  Estimated Accuracy
 AE6236;SPC FL E     -   386,780.      236,340.      MT  (+/- 180 meters Scaled)
 AE6236
 AE6236                          SUPERSEDED SURVEY CONTROL
 AE6236
 AE6236.No superseded survey control is available for this station.
 AE6236
 AE6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL363777(NAD 83)
 AE6236_MARKER: DD = SURVEY DISK
 AE6236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6236_STAMPING: BM 675-20
 AE6236_MARK LOGO: SJRWMD
 AE6236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6236+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6236
 AE6236  HISTORY     - Date     Condition        Report By
 AE6236  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6236  HISTORY     - 19950630 GOOD             FLDEP
 AE6236
 AE6236                          STATION DESCRIPTION
 AE6236
 AE6236'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6236'THE MARK IS ABOUT 4.6 MI (7.4 KM) NORTHWEST OF FELLSMERE IN SECTION
 AE6236'33, TOWNSHIP 30 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE POST
 AE6236'OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM)
 AE6236'TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT, TURN RIGHT ON COUNTY
 AE6236'ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM) TO A 90
 AE6236'DEGREE TURN WEST (SOUTH CAROLINE AVENUE), TURN LEFT ON COUNTY ROAD 507
 AE6236'AND GO WEST FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN NORTH (138TH
 AE6236'AVENUE), TURN RIGHT ON COUNTY ROAD 507 AND GO NORTH FOR 3.4 MI (5.5
 AE6236'KM) TO THE INTERSECTION OF CANAL 54, CONTINUE NORTH ON COUNTY ROAD 507
 AE6236'FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A GRADED ROAD ON THE NORTH
 AE6236'SIDE OF CANAL 54, TURN LEFT ON THE GRADED ROAD PASSING THROUGH A
 AE6236'LOCKED GATE AND GO WEST FOR 1.45 MI (2.33 KM) TO THE MARK ON THE LEFT,
 AE6236'A SJRWMD ALUMINUM DISK SET ON THE TOP OF A COPPER COATED STEEL ROD
 AE6236'SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE SET 0.6 FT
 AE6236'(18.3 CM) BELOW THE LEVEL OF THE GROUND AT THE TOP OF THE SPOIL BANK.
 AE6236'LOCATED ABOUT 213.0 FT (64.9 M) SOUTH OF THE CENTER OF A METAL GATE,
 AE6236'1.0 FT (0.3 M) EAST OF A WOODEN POST AND 1.0 FT (0.3 M) WEST OF A
 AE6236'WOODEN POST. NOTE FOR KEY CONTACT TOMMY WATERS, ST.  JOHN WATER
 AE6236'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3268 ***********************************************************************
 AJ3268  DESIGNATION -  68 1
 AJ3268  PID         -  AJ3268
 AJ3268  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3268  USGS QUAD   -  TAYLOR CREEK NE (1971)
 AJ3268
 AJ3268                         *CURRENT SURVEY CONTROL
 AJ3268  ___________________________________________________________________
 AJ3268* NAD 83(1986)-  27 26 58.     (N)    080 47 10.     (W)     SCALED    
 AJ3268* NAVD 88     -        19.600  (meters)      64.30   (feet)  ADJUSTED  
 AJ3268  ___________________________________________________________________
 AJ3268  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AJ3268  DYNAMIC HT  -          19.570 (meters)      64.21  (feet)  COMP
 AJ3268  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 AJ3268
 AJ3268  VERT ORDER  -  SECOND    CLASS I
 AJ3268
 AJ3268.The horizontal coordinates were scaled from a topographic map and have
 AJ3268.an estimated accuracy of +/- 6 seconds.
 AJ3268
 AJ3268.The orthometric height was determined by differential leveling
 AJ3268.and adjusted by the National Geodetic Survey in October 2001..
 AJ3268
 AJ3268.The geoid height was determined by GEOID03.
 AJ3268
 AJ3268.The dynamic height is computed by dividing the NAVD 88
 AJ3268.geopotential number by the normal gravity value computed on the
 AJ3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3268.degrees latitude (g = 980.6199 gals.).
 AJ3268
 AJ3268.The modeled gravity was interpolated from observed gravity values.
 AJ3268
 AJ3268;                    North         East    Units  Estimated Accuracy
 AJ3268;SPC FL E     -   345,220.      221,140.      MT  (+/- 180 meters Scaled)
 AJ3268
 AJ3268                          SUPERSEDED SURVEY CONTROL
 AJ3268
 AJ3268.No superseded survey control is available for this station.
 AJ3268
 AJ3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL211362(NAD 83)
 AJ3268_MARKER: DD = SURVEY DISK
 AJ3268_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3268_SP_SET: BRIDGE GUARDRAIL
 AJ3268_STAMPING: SFWMD 68-1
 AJ3268_MARK LOGO: FLDT  
 AJ3268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3268+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1999
 AJ3268
 AJ3268  HISTORY     - Date     Condition        Report By
 AJ3268  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3268  HISTORY     - 19990915 GOOD             FLDEP
 AJ3268
 AJ3268                          STATION DESCRIPTION
 AJ3268
 AJ3268'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3268'THE MARK IS ABOUT 27.75 MI (44.66 KM) WEST OF FT PIERCE, 5.75 MI (9.25
 AJ3268'KM) NORTHEAST OF OKEECHOBEE, ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD
 AJ3268'68 (ORANGE AVENUE), IN SECTION 12, TOWNSHIP 35 SOUTH, RANGE 35 EAST.
 AJ3268'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND COUNTY
 AJ3268'ROAD 68 NEAR FORT DRUM, GO EAST ON COUNTY ROAD 68 FOR 1.45 MI (2.33
 AJ3268'KM) TO THE MARK ON THE RIGHT, SET IN TOP OF THE SOUTHEAST GUARDRAIL OF
 AJ3268'A 30.0 FT (9.1 M) LONG BRIDGE, 2.4 FT (0.7 M) ABOVE THE LEVEL OF
 AJ3268'COUNTY ROAD 68. LOCATED 65.8 FT (20.1 M) WEST-SOUTHWEST OF THE EAST
 AJ3268'END A METAL GUARDRAIL, 21.8 FT (6.6 M) SOUTH-SOUTHEAST OF THE
 AJ3268'CENTERLINE OF COUNTY ROAD 68 AND 2.0 FT (0.6 M) WEST-SOUTHWEST OF THE
 AJ3268'EAST END OF BRIDGE THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3267 ***********************************************************************
 AJ3267  DESIGNATION -  68 2
 AJ3267  PID         -  AJ3267
 AJ3267  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3267  USGS QUAD   -  TAYLOR CREEK NE (1971)
 AJ3267
 AJ3267                         *CURRENT SURVEY CONTROL
 AJ3267  ___________________________________________________________________
 AJ3267* NAD 83(1986)-  27 26 57.     (N)    080 46 30.     (W)     SCALED    
 AJ3267* NAVD 88     -        18.858  (meters)      61.87   (feet)  ADJUSTED  
 AJ3267  ___________________________________________________________________
 AJ3267  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AJ3267  DYNAMIC HT  -          18.830 (meters)      61.78  (feet)  COMP
 AJ3267  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 AJ3267
 AJ3267  VERT ORDER  -  SECOND    CLASS I
 AJ3267
 AJ3267.The horizontal coordinates were scaled from a topographic map and have
 AJ3267.an estimated accuracy of +/- 6 seconds.
 AJ3267
 AJ3267.The orthometric height was determined by differential leveling
 AJ3267.and adjusted by the National Geodetic Survey in October 2001..
 AJ3267
 AJ3267.The geoid height was determined by GEOID03.
 AJ3267
 AJ3267.The dynamic height is computed by dividing the NAVD 88
 AJ3267.geopotential number by the normal gravity value computed on the
 AJ3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3267.degrees latitude (g = 980.6199 gals.).
 AJ3267
 AJ3267.The modeled gravity was interpolated from observed gravity values.
 AJ3267
 AJ3267;                    North         East    Units  Estimated Accuracy
 AJ3267;SPC FL E     -   345,190.      222,240.      MT  (+/- 180 meters Scaled)
 AJ3267
 AJ3267                          SUPERSEDED SURVEY CONTROL
 AJ3267
 AJ3267.No superseded survey control is available for this station.
 AJ3267
 AJ3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL222362(NAD 83)
 AJ3267_MARKER: DD = SURVEY DISK
 AJ3267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3267_SP_SET: BRIDGE GUARDRAIL
 AJ3267_STAMPING: SFWMD 68-2
 AJ3267_MARK LOGO: FLDT  
 AJ3267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3267+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1999
 AJ3267
 AJ3267  HISTORY     - Date     Condition        Report By
 AJ3267  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3267  HISTORY     - 19990915 GOOD             FLDEP
 AJ3267
 AJ3267                          STATION DESCRIPTION
 AJ3267
 AJ3267'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3267'THE MARK IS ABOUT 27.75 MI (44.66 KM) WEST OF FT PIERCE, 5.75 MI (9.25
 AJ3267'KM) NORTHEAST OF OKEECHOBEE, ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD
 AJ3267'68 (ORANGE AVENUE), IN SECTION 7, TOWNSHIP 35 SOUTH, RANGE 36 EAST, TO
 AJ3267'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND COUNTY ROAD
 AJ3267'68 NEAR FORT DRUM, GO EAST ON COUNTY ROAD 68 FOR 2.15 MI (3.46 KM) TO
 AJ3267'THE MARK ON THE RIGHT, SET IN THE SOUTHEAST CORNER GUARDRAIL OF BRIDGE
 AJ3267'NUMBER 910075 (A 106.0 FT (32.3 M) LONG BRIDGE) 2.5 FT (0.8 M) ABOVE
 AJ3267'THE LEVEL OF COUNTY ROAD 68. LOCATED 65.8 FT (20.1 M) WEST OF THE EAST
 AJ3267'END OF THE GUARDRAIL, 21.8 FT (6.6 M) SOUTH OF THE CENTERLINE OF
 AJ3267'COUNTY ROAD 68 AND 1.7 FT (0.5 M) WEST OF THE EAST END OF THE
 AJ3267'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3206 ***********************************************************************
 AI3206  DESIGNATION -  68 GAF
 AI3206  PID         -  AI3206
 AI3206  STATE/COUNTY-  FL/BAKER
 AI3206  USGS QUAD   -  EDDY (1994)
 AI3206
 AI3206                         *CURRENT SURVEY CONTROL
 AI3206  ___________________________________________________________________
 AI3206* NAD 83(1986)-  30 30 30.     (N)    082 19 21.     (W)     SCALED    
 AI3206* NAVD 88     -        36.930  (meters)     121.16   (feet)  ADJUSTED  
 AI3206  ___________________________________________________________________
 AI3206  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AI3206  DYNAMIC HT  -          36.882 (meters)     121.00  (feet)  COMP
 AI3206  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 AI3206
 AI3206  VERT ORDER  -  SECOND    CLASS I
 AI3206
 AI3206.The horizontal coordinates were scaled from a topographic map and have
 AI3206.an estimated accuracy of +/- 6 seconds.
 AI3206
 AI3206.The orthometric height was determined by differential leveling
 AI3206.and adjusted by the National Geodetic Survey in May 2001..
 AI3206.No vertical observational check was made to the station.
 AI3206
 AI3206.The geoid height was determined by GEOID03.
 AI3206
 AI3206.The dynamic height is computed by dividing the NAVD 88
 AI3206.geopotential number by the normal gravity value computed on the
 AI3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3206.degrees latitude (g = 980.6199 gals.).
 AI3206
 AI3206.The modeled gravity was interpolated from observed gravity values.
 AI3206
 AI3206;                    North         East    Units  Estimated Accuracy
 AI3206;SPC FL N     -   169,190.      809,000.      MT  (+/- 180 meters Scaled)
 AI3206
 AI3206                          SUPERSEDED SURVEY CONTROL
 AI3206
 AI3206.No superseded survey control is available for this station.
 AI3206
 AI3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP730758(NAD 83)
 AI3206_MARKER: DB = BENCH MARK DISK
 AI3206_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI3206_STAMPING: 68 GAF 1954
 AI3206_MARK LOGO: USGS  
 AI3206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3206+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1992
 AI3206
 AI3206  HISTORY     - Date     Condition        Report By
 AI3206  HISTORY     - 1954     MONUMENTED       USGS
 AI3206  HISTORY     - 19920207 GOOD             FLDNR
 AI3206
 AI3206                          STATION DESCRIPTION
 AI3206
 AI3206'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 AI3206'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTH OF TAYLOR IN SECTION 8, T 1 N,
 AI3206'R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S-250 AND
 AI3206'STATE ROAD 125 IN TAYLOR, GO NORTH ON STATE ROAD S-250 FOR 0.75 MI
 AI3206'(1.21 KM) TO THE END OF THE PAVEMENT, CONTINUE NORTHERLY FOR 0.45 MI
 AI3206'(0.72 KM) TO A FORK IN THE ROAD, BEAR LEFT AT THE FORK EDDY ROAD AND
 AI3206'GO NORTHERLY FOR 1.2 MI (1.9 KM) TO ANOTHER FORK IN THE ROAD, CONTINUE
 AI3206'STRAIGHT AHEAD ON EDDY ROAD FOR 1.25 MI (2.01 KM) AND A SAND ROAD
 AI3206'RIGHT, CONTINUE NORTHWESTERLY ON EDDY ROAD FOR 0.2 MI (0.3 KM) TO A
 AI3206'SAND ROAD LEFT, CONTINUE NORTWESTERLY ON EDDY ROAD FOR 0.65 MI (1.05
 AI3206'KM) TO A SAND ROAD RIGHT, CONTINUE NORTHWESTERLY ON EDDY ROAD FOR 0.55
 AI3206'MI (0.89 KM) TO A SMALL CREEK CROSSING UNDER EDDY ROAD, CONTINUE
 AI3206'NORTHWESTERLY FOR 0.05 MI (0.08 KM) AND THE MARK ON THE LEFT. LOCATED
 AI3206'82.0 FT (25.0 M) NORTHWEST OF THE CENTERLINE OF A DIM TRACKED ROAD
 AI3206'WITH A METAL GATE, 47.0 FT (14.3 M) WEST OF THE CENTERLINE OF EDDY
 AI3206'ROAD AND 0.6 FT (18.3 CM) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0609 ***********************************************************************
 AC0609  DESIGNATION -  6.80
 AC0609  PID         -  AC0609
 AC0609  STATE/COUNTY-  FL/COLLIER
 AC0609  USGS QUAD   -  OCHOPEE (1990)
 AC0609
 AC0609                         *CURRENT SURVEY CONTROL
 AC0609  ___________________________________________________________________
 AC0609* NAD 83(1986)-  25 54 49.     (N)    081 22 22.     (W)     SCALED    
 AC0609* NAVD 88     -         1.720  (meters)       5.64   (feet)  ADJUSTED  
 AC0609  ___________________________________________________________________
 AC0609  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AC0609  DYNAMIC HT  -           1.717 (meters)       5.63  (feet)  COMP
 AC0609  MODELED GRAV-     979,021.7   (mgal)                       NAVD 88
 AC0609
 AC0609  VERT ORDER  -  FIRST     CLASS I
 AC0609
 AC0609.The horizontal coordinates were scaled from a topographic map and have
 AC0609.an estimated accuracy of +/- 6 seconds.
 AC0609
 AC0609.The orthometric height was determined by differential leveling
 AC0609.and adjusted by the National Geodetic Survey in June 1991..
 AC0609
 AC0609.The geoid height was determined by GEOID03.
 AC0609
 AC0609.The dynamic height is computed by dividing the NAVD 88
 AC0609.geopotential number by the normal gravity value computed on the
 AC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0609.degrees latitude (g = 980.6199 gals.).
 AC0609
 AC0609.The modeled gravity was interpolated from observed gravity values.
 AC0609
 AC0609;                    North         East    Units  Estimated Accuracy
 AC0609;SPC FL E     -   175,100.      162,650.      MT  (+/- 180 meters Scaled)
 AC0609
 AC0609                          SUPERSEDED SURVEY CONTROL
 AC0609
 AC0609  NGVD 29 (??/??/92)    2.138  (m)            7.01   (f) ADJ UNCH    1 1
 AC0609
 AC0609.Superseded values are not recommended for survey control.
 AC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0609.See file dsdata.txt to determine how the superseded data were derived.
 AC0609
 AC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ626661(NAD 83)
 AC0609_MARKER: DD = SURVEY DISK
 AC0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0609_SP_SET: BRIDGE ABUTMENT
 AC0609_STAMPING: 6.80
 AC0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0609
 AC0609  HISTORY     - Date     Condition        Report By
 AC0609  HISTORY     - UNK      MONUMENTED       FLDT
 AC0609  HISTORY     - 1966     GOOD             NGS
 AC0609  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC0609  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0609
 AC0609                          STATION DESCRIPTION
 AC0609
 AC0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0609'4.7 MI NW FROM OCHOPEE.
 AC0609'ABOUT 4.7 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0609'POST OFFICE AT OCHOPEE, ABOUT 0.5 MILE NORTHWEST OF THE
 AC0609'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0609'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0609'75 A, 18.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0609'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0609
 AC0609                          STATION RECOVERY (1990)
 AC0609
 AC0609'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0609'MARK NOT FOUND.
 AC0609
 AC0609                          STATION RECOVERY (1992)
 AC0609
 AC0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0609'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0609'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0432 ***********************************************************************
 AC0432  DESIGNATION -  6.80 RESET 1976
 AC0432  PID         -  AC0432
 AC0432  STATE/COUNTY-  FL/COLLIER
 AC0432  USGS QUAD   -  OCHOPEE (1990)
 AC0432
 AC0432                         *CURRENT SURVEY CONTROL
 AC0432  ___________________________________________________________________
 AC0432* NAD 83(1986)-  25 54 55.     (N)    081 22 27.     (W)     SCALED    
 AC0432* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AC0432  ___________________________________________________________________
 AC0432  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AC0432
 AC0432  VERT ORDER  -  THIRD (See Below)
 AC0432
 AC0432.The horizontal coordinates were scaled from a topographic map and have
 AC0432.an estimated accuracy of +/- 6 seconds.
 AC0432
 AC0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0432.The vertical order pertains to the NGVD 29 superseded value.
 AC0432
 AC0432.The geoid height was determined by GEOID03.
 AC0432
 AC0432;                    North         East    Units  Estimated Accuracy
 AC0432;SPC FL E     -   175,280.      162,510.      MT  (+/- 180 meters Scaled)
 AC0432
 AC0432                          SUPERSEDED SURVEY CONTROL
 AC0432
 AC0432  NGVD 29 (08/19/04)    1.90   (m)            6.2    (f) RESET       3  
 AC0432
 AC0432.Superseded values are not recommended for survey control.
 AC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0432.See file dsdata.txt to determine how the superseded data were derived.
 AC0432
 AC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ625663(NAD 83)
 AC0432_MARKER: DB = BENCH MARK DISK
 AC0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC0432_SP_SET: CONCRETE FLOOR
 AC0432_STAMPING: 6.80 RESET 1976
 AC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC0432
 AC0432  HISTORY     - Date     Condition        Report By
 AC0432  HISTORY     - 1976     MONUMENTED       NGS
 AC0432  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0432
 AC0432                          STATION DESCRIPTION
 AC0432
 AC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0432'0.5 MI NW FROM CARNESTOWN.
 AC0432'5.05 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0432'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0432'OR 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0432'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.2 FEET SOUTHWEST OF THE
 AC0432'CENTER OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE SOUTHWEST
 AC0432'CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 75.
 AC0432
 AC0432                          STATION RECOVERY (1999)
 AC0432
 AC0432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH2087 ***********************************************************************
 AH2087  DESIGNATION -  682
 AH2087  PID         -  AH2087
 AH2087  STATE/COUNTY-  FL/COLLIER
 AH2087  USGS QUAD   -  DEEP LAKE (1982)
 AH2087
 AH2087                         *CURRENT SURVEY CONTROL
 AH2087  ___________________________________________________________________
 AH2087* NAD 83(1986)-  26 05 49.     (N)    081 20 40.     (W)     SCALED    
 AH2087* NAVD 88     -         3.761  (meters)      12.34   (feet)  ADJUSTED  
 AH2087  ___________________________________________________________________
 AH2087  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AH2087  DYNAMIC HT  -           3.755 (meters)      12.32  (feet)  COMP
 AH2087  MODELED GRAV-     979,030.9   (mgal)                       NAVD 88
 AH2087
 AH2087  VERT ORDER  -  SECOND    CLASS II
 AH2087
 AH2087.The horizontal coordinates were scaled from a topographic map and have
 AH2087.an estimated accuracy of +/- 6 seconds.
 AH2087
 AH2087.The orthometric height was determined by differential leveling
 AH2087.and adjusted by the National Geodetic Survey in December 2001..
 AH2087.No vertical observational check was made to the station.
 AH2087
 AH2087.The geoid height was determined by GEOID03.
 AH2087
 AH2087.The dynamic height is computed by dividing the NAVD 88
 AH2087.geopotential number by the normal gravity value computed on the
 AH2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2087.degrees latitude (g = 980.6199 gals.).
 AH2087
 AH2087.The modeled gravity was interpolated from observed gravity values.
 AH2087
 AH2087;                    North         East    Units  Estimated Accuracy
 AH2087;SPC FL E     -   195,400.      165,550.      MT  (+/- 180 meters Scaled)
 AH2087
 AH2087                          SUPERSEDED SURVEY CONTROL
 AH2087
 AH2087.No superseded survey control is available for this station.
 AH2087
 AH2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ655864(NAD 83)
 AH2087_MARKER: DD = SURVEY DISK
 AH2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2087_STAMPING: BM 682
 AH2087_MARK LOGO: FLDT  
 AH2087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2087+STABILITY: SURFACE MOTION
 AH2087
 AH2087  HISTORY     - Date     Condition        Report By
 AH2087  HISTORY     - 1990     MONUMENTED       FLDT
 AH2087
 AH2087                          STATION DESCRIPTION
 AH2087
 AH2087'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990 (CDM)
 AH2087'STATION IS LOCATED APPROXIMATELY 27.0 MILES (43.5 KM) EAST OF NAPLES,
 AH2087'IS ON THE EAST SIDE OF STATE ROAD 29. TO REACH STATION FROM THE WEST
 AH2087'TOLL BOOTH ON INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), PROCEED EAST
 AH2087'19.6 MILES (31.5 KM) TO THE INTERSTATE HIGHWAY 75 AND STATE ROAD 29
 AH2087'OVERPASS, PROCEED SOUTH 4 MILES (6.4 KM) ALONG STATE ROAD 29 TO
 AH2087'STATION. STATION IS ON THE EAST SIDE OF STATE ROAD 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7458 ***********************************************************************
 AE7458  SACS        -  This is a Secondary Airport Control Station.
 AE7458  DESIGNATION -  68J A
 AE7458  PID         -  AE7458
 AE7458  STATE/COUNTY-  FL/LEON
 AE7458  USGS QUAD   -  LAKE JACKSON (1982)
 AE7458
 AE7458                         *CURRENT SURVEY CONTROL
 AE7458  ___________________________________________________________________
 AE7458* NAD 83(1999)-  30 32 49.02959(N)    084 22 28.33016(W)     ADJUSTED  
 AE7458* NAVD 88     -        46.37   (meters)     152.1    (feet)  GPS OBS   
 AE7458  ___________________________________________________________________
 AE7458  X           -     538,913.687 (meters)                     COMP
 AE7458  Y           -  -5,471,228.414 (meters)                     COMP
 AE7458  Z           -   3,222,747.918 (meters)                     COMP
 AE7458  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AE7458  ELLIP HEIGHT-          18.64  (meters)          (01/16/02) GPS OBS
 AE7458  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AE7458
 AE7458  HORZ ORDER  -  FIRST
 AE7458  ELLP ORDER  -  FOURTH    CLASS II
 AE7458
 AE7458.This mark is at Tallahassee (COMMERCL) Airport (68J)
 AE7458
 AE7458.The horizontal coordinates were established by GPS observations
 AE7458.and adjusted by the National Geodetic Survey in January 2002..
 AE7458
 AE7458.The orthometric height was determined by GPS observations and a
 AE7458.high-resolution geoid model.
 AE7458
 AE7458.GPS derived orthometric heights for airport stations designated as
 AE7458.PACS or SACS are published to 2 decimal places.  This maintains
 AE7458.centimeter relative accuracy between the PACS and SACS.  It does
 AE7458.not indicate centimeter accuracy relative to other marks which are
 AE7458.part of the NAVD 88 network.
 AE7458
 AE7458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7458
 AE7458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7458
 AE7458.The ellipsoidal height was determined by GPS observations
 AE7458.and is referenced to NAD 83.
 AE7458
 AE7458.The geoid height was determined by GEOID03.
 AE7458
 AE7458;                    North         East     Units Scale Factor Converg.
 AE7458;SPC FL N     -   171,484.609   612,038.246   MT  0.99997031   +0 03 47.0
 AE7458;SPC FL N     -   562,612.42  2,007,995.48   sFT  0.99997031   +0 03 47.0
 AE7458;UTM  16      - 3,382,328.806   751,862.721   MT  1.00038262   +1 20 06.3
 AE7458
 AE7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7458!SPC FL N     -   0.99999707  x   0.99997031  =   0.99996738
 AE7458!UTM  16      -   0.99999707  x   1.00038262  =   1.00037969
 AE7458
 AE7458:                Primary Azimuth Mark                     Grid Az
 AE7458:SPC FL N     -  TALLPORT                                 344 35 52.2
 AE7458:UTM  16      -  TALLPORT                                 343 19 32.9
 AE7458
 AE7458|---------------------------------------------------------------------|
 AE7458| PID    Reference Object                     Distance      Geod. Az  |
 AE7458|                                                           dddmmss.s |
 AE7458| BE3946 TALLPORT                            433.250 METERS 3443939.2 |
 AE7458|---------------------------------------------------------------------|
 AE7458
 AE7458                          SUPERSEDED SURVEY CONTROL
 AE7458
 AE7458  NAD 83(1990)-  30 32 49.02886(N)    084 22 28.32952(W) AD(       ) 1
 AE7458  ELLIP H (03/12/98)   18.75   (m)                       GP(       ) 4 2
 AE7458
 AE7458.Superseded values are not recommended for survey control.
 AE7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7458.See file dsdata.txt to determine how the superseded data were derived.
 AE7458
 AE7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5186382329(NAD 83)
 AE7458_MARKER: DD = SURVEY DISK
 AE7458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE7458_STAMPING: 68J A 1995
 AE7458_MARK LOGO: NGS   
 AE7458_PROJECTION: FLUSH
 AE7458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7458+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE7458_ROD/PIPE-DEPTH: 1    meters
 AE7458
 AE7458  HISTORY     - Date     Condition        Report By
 AE7458  HISTORY     - 1995     MONUMENTED       NGS
 AE7458
 AE7458                          STATION DESCRIPTION
 AE7458
 AE7458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE7458'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF
 AE7458'TALLAHASSEE, 5.3 MI (8.5 KM) SOUTH SOUTHEAST OF HAVANA AND AT THE
 AE7458'TALLAHASSEE COMMERCIAL AIRPORT.  OWNERSHIP--J.W.  HINSON JR., ROUTE 9
 AE7458'BOX 60, TALLAHASSEE FL 32303, PHONE (904) 562-1945.  NOTE--PERMISSION
 AE7458'MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM
 AE7458'THE JUNCTION OF U.S.  HIGHWAY 27 AND INTERSTATE HIGHWAY 10 (EXIT 29)
 AE7458'ON THE NORTH SIDE OF TALLAHASSEE, GO NORTHWEST ON US HIGHWAY 27
 AE7458'(MONROE STREET) FOR 4.75 MI (7.64 KM) TO A PAVED INTERSECTION, OLD
 AE7458'BRAINBRIDGE RD ON THE RIGHT AND STATE HIGHWAY 263 ON THE LEFT,
 AE7458'CONTINUE AHEAD AND GO NORTHWEST ON U.S.  HIGHWAY 27 FOR 1.35 MI (2.17
 AE7458'KM) TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO
 AE7458'NORTHWEST ON U.S.  HIGHWAY 27 FOR 0.1 MI (0.2 KM) TO A GRAVEL ROAD ON
 AE7458'THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON THE GRAVEL ROAD THEN
 AE7458'ACROSS THE GRASS FOR 0.1 MI (0.2 KM) PASSING TO THE NORTHWEST OF A
 AE7458'BLUE METAL HANGER TO THE NORTH CORNER OF THE HANGER, BEAR LEFT AND GO
 AE7458'NORTH NORTHWEST ACROSS THE GRASS FOR ABOUT 219 FT (66.8 M) TO THE
 AE7458'STATION.  THE STATION IS A 1 M (3.3 FT) FENO MARK WITH A LOGO CAP,
 AE7458'222.0 FT (67.7 M) NORTH NORTHEAST OF THE NORTH CORNER OF THE HANGER,
 AE7458'106.1 FT (32.3 M) WEST SOUTHWEST OF THE RUNWAY CENTER, 77.5 FT (23.6
 AE7458'M) SOUTHEAST OF A 18 CM PINE TREE, 41.3 FT (12.6 M) SOUTHEAST OF A
 AE7458'METAL WITNESS POST AND 31.7 FT (9.7 M) WEST SOUTHWEST OF THE NORTHWEST
 AE7458'CORNER OF THE AIRPLANE TURNAROUND PAVEMENT.  THIS IS A SECONDARY
 AE7458'AIRPORT CONTROL STATION.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3204 ***********************************************************************
 AI3204  DESIGNATION -  69 GAF
 AI3204  PID         -  AI3204
 AI3204  STATE/COUNTY-  FL/BAKER
 AI3204  USGS QUAD   -  TAYLOR (1984)
 AI3204
 AI3204                         *CURRENT SURVEY CONTROL
 AI3204  ___________________________________________________________________
 AI3204* NAD 83(1986)-  30 28 58.     (N)    082 18 33.     (W)     SCALED    
 AI3204* NAVD 88     -        37.041  (meters)     121.53   (feet)  ADJUSTED  
 AI3204  ___________________________________________________________________
 AI3204  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AI3204  DYNAMIC HT  -          36.993 (meters)     121.37  (feet)  COMP
 AI3204  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 AI3204
 AI3204  VERT ORDER  -  SECOND    CLASS I
 AI3204
 AI3204.The horizontal coordinates were scaled from a topographic map and have
 AI3204.an estimated accuracy of +/- 6 seconds.
 AI3204
 AI3204.The orthometric height was determined by differential leveling
 AI3204.and adjusted by the National Geodetic Survey in May 2001..
 AI3204.No vertical observational check was made to the station.
 AI3204
 AI3204.The geoid height was determined by GEOID03.
 AI3204
 AI3204.The dynamic height is computed by dividing the NAVD 88
 AI3204.geopotential number by the normal gravity value computed on the
 AI3204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3204.degrees latitude (g = 980.6199 gals.).
 AI3204
 AI3204.The modeled gravity was interpolated from observed gravity values.
 AI3204
 AI3204;                    North         East    Units  Estimated Accuracy
 AI3204;SPC FL N     -   166,390.      810,330.      MT  (+/- 180 meters Scaled)
 AI3204
 AI3204                          SUPERSEDED SURVEY CONTROL
 AI3204
 AI3204.No superseded survey control is available for this station.
 AI3204
 AI3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP743730(NAD 83)
 AI3204_MARKER: DB = BENCH MARK DISK
 AI3204_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI3204_STAMPING: 69 GAF 1954
 AI3204_MARK LOGO: USGS  
 AI3204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3204+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1992
 AI3204
 AI3204  HISTORY     - Date     Condition        Report By
 AI3204  HISTORY     - 1954     MONUMENTED       USGS
 AI3204  HISTORY     - 19920207 GOOD             FLDNR
 AI3204
 AI3204                          STATION DESCRIPTION
 AI3204
 AI3204'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 AI3204'THE MARK IS ABOUT 3.8  MI (6.1 KM) NORTH OF TAYLOR IN SECTION 21, T 1
 AI3204'N, R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S-250 AND
 AI3204'STATE ROAD 125 IN TAYLOR, GO NORTH ON STATE ROAD S-250 FOR 0.75 MI
 AI3204'(1.21 KM) TO THE END OF THE PAVEMENT, CONTINUE NORTHERLY FOR 0.45 MI
 AI3204'(0.72 KM) TO A FORK IN THE ROAD, BEAR LEFT AT THE FORK EDDY ROAD AND
 AI3204'GO NORTHERLY FOR 1.2 MI (1.9 KM) TO ANOTHER FORK IN THE ROAD, CONTINUE
 AI3204'STRAIGHT AHEAD ON (EDDY ROAD) FOR 1.25 MI (2.01 KM) AND A SAND ROAD
 AI3204'RIGHT, CONTINUE NORTHWESTERLY ON EDDY ROAD FOR 0.2 MI (0.3 KM) TO A
 AI3204'SAND ROAD LEFT AND THE MARK ON THE LEFT. LOCATED 151.0 FT (46.0 M)
 AI3204'NORTHWEST OF THE JUNCTION OF A SAND ROAD LEADING WEST-NORTHWEST, 37.5
 AI3204'FT (11.4 M) SOUTHWEST OF THE CENTERLINE OF EDDY ROAD AND 0.6 FT (18.3
 AI3204'CM) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1293 ***********************************************************************
 AQ1293  DESIGNATION -  69.72
 AQ1293  PID         -  AQ1293
 AQ1293  STATE/COUNTY-  FL/VOLUSIA
 AQ1293  USGS QUAD   -  DAYTONA BEACH SW (1962)
 AQ1293
 AQ1293                         *CURRENT SURVEY CONTROL
 AQ1293  ___________________________________________________________________
 AQ1293* NAD 83(1986)-  29 01 06.     (N)    081 13 52.     (W)     SCALED    
 AQ1293* NAVD 88     -        22.716  (meters)      74.53   (feet)  ADJUSTED  
 AQ1293  ___________________________________________________________________
 AQ1293  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AQ1293  DYNAMIC HT  -          22.684 (meters)      74.42  (feet)  COMP
 AQ1293  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 AQ1293
 AQ1293  VERT ORDER  -  FIRST     CLASS II
 AQ1293
 AQ1293.The horizontal coordinates were scaled from a topographic map and have
 AQ1293.an estimated accuracy of +/- 6 seconds.
 AQ1293
 AQ1293.The orthometric height was determined by differential leveling
 AQ1293.and adjusted by the National Geodetic Survey in June 1991..
 AQ1293
 AQ1293.The geoid height was determined by GEOID03.
 AQ1293
 AQ1293.The dynamic height is computed by dividing the NAVD 88
 AQ1293.geopotential number by the normal gravity value computed on the
 AQ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1293.degrees latitude (g = 980.6199 gals.).
 AQ1293
 AQ1293.The modeled gravity was interpolated from observed gravity values.
 AQ1293
 AQ1293;                    North         East    Units  Estimated Accuracy
 AQ1293;SPC FL E     -   519,080.      177,490.      MT  (+/- 180 meters Scaled)
 AQ1293
 AQ1293                          SUPERSEDED SURVEY CONTROL
 AQ1293
 AQ1293  NGVD 29 (??/??/92)   23.048  (m)           75.62   (f) ADJ UNCH    1 2
 AQ1293
 AQ1293.Superseded values are not recommended for survey control.
 AQ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1293.See file dsdata.txt to determine how the superseded data were derived.
 AQ1293
 AQ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN774100(NAD 83)
 AQ1293_MARKER: DD = SURVEY DISK
 AQ1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1293_SP_SET: BRIDGE
 AQ1293_STAMPING: 69.72
 AQ1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1293
 AQ1293  HISTORY     - Date     Condition        Report By
 AQ1293  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1293  HISTORY     - 1963     GOOD             NGS
 AQ1293  HISTORY     - 1976     GOOD             NGS
 AQ1293  HISTORY     - 1990     GOOD             USPSQD
 AQ1293
 AQ1293                          STATION DESCRIPTION
 AQ1293
 AQ1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1293'19.1 MI W FROM NEW SMYRNA BEACH.
 AQ1293'19.1 MILES WEST ALONG STATE HIGHWAY 44 FROM THE FLORIDA EAST
 AQ1293'COAST RAILWAY STATION AT NEW SMYRNA BEACH, SET ON THE TOP OF THE
 AQ1293'EAST END OF THE NORTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY
 AQ1293'BRIDGE OVER INTERSTATE HIGHWAY 4, 18.5 FEET NORTH OF THE CENTER
 AQ1293'LINE OF HIGHWAY 44, 1 FOOT WEST OF THE EAST END OF THE GUARD
 AQ1293'RAIL AND 2 FEET ABOVE THE LEVEL OF THE CONCRETE SIDEWALK OF THE
 AQ1293'BRIDGE.
 AQ1293
 AQ1293                          STATION RECOVERY (1976)
 AQ1293
 AQ1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1293'RECOVERED IN GOOD CONDITION.
 AQ1293
 AQ1293                          STATION RECOVERY (1990)
 AQ1293
 AQ1293'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1535 ***********************************************************************
 AQ1535  DESIGNATION -  69.77=I 4 T 2 FLHD
 AQ1535  PID         -  AQ1535
 AQ1535  STATE/COUNTY-  FL/VOLUSIA
 AQ1535  USGS QUAD   -  DAYTONA BEACH SW (1962)
 AQ1535
 AQ1535                         *CURRENT SURVEY CONTROL
 AQ1535  ___________________________________________________________________
 AQ1535* NAD 83(1986)-  29 01 05.     (N)    081 13 53.     (W)     SCALED    
 AQ1535* NAVD 88     -        22.729  (meters)      74.57   (feet)  ADJUSTED  
 AQ1535  ___________________________________________________________________
 AQ1535  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AQ1535  DYNAMIC HT  -          22.697 (meters)      74.47  (feet)  COMP
 AQ1535  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 AQ1535
 AQ1535  VERT ORDER  -  FIRST     CLASS II
 AQ1535
 AQ1535.The horizontal coordinates were scaled from a topographic map and have
 AQ1535.an estimated accuracy of +/- 6 seconds.
 AQ1535
 AQ1535.The orthometric height was determined by differential leveling
 AQ1535.and adjusted by the National Geodetic Survey in June 1991..
 AQ1535
 AQ1535.The geoid height was determined by GEOID03.
 AQ1535
 AQ1535.The dynamic height is computed by dividing the NAVD 88
 AQ1535.geopotential number by the normal gravity value computed on the
 AQ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1535.degrees latitude (g = 980.6199 gals.).
 AQ1535
 AQ1535.The modeled gravity was interpolated from observed gravity values.
 AQ1535
 AQ1535;                    North         East    Units  Estimated Accuracy
 AQ1535;SPC FL E     -   519,050.      177,460.      MT  (+/- 180 meters Scaled)
 AQ1535
 AQ1535                          SUPERSEDED SURVEY CONTROL
 AQ1535
 AQ1535  NGVD 29 (09/01/92)   23.059  (m)           75.65   (f) ADJUSTED    1 2
 AQ1535
 AQ1535.Superseded values are not recommended for survey control.
 AQ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1535.See file dsdata.txt to determine how the superseded data were derived.
 AQ1535
 AQ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN774100(NAD 83)
 AQ1535_MARKER: DB = BENCH MARK DISK
 AQ1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1535_SP_SET: BRIDGE
 AQ1535_STAMPING: I4 T2 69.77
 AQ1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1535
 AQ1535  HISTORY     - Date     Condition        Report By
 AQ1535  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1535  HISTORY     - 1972     GOOD             FLDT
 AQ1535  HISTORY     - 1978     GOOD             NGS
 AQ1535  HISTORY     - 1990     GOOD             USPSQD
 AQ1535
 AQ1535                          STATION DESCRIPTION
 AQ1535
 AQ1535'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1535'5.1 MI E FROM DELAND.
 AQ1535'FROM THE POST OFFICE IN DELAND PROCEED EAST ON STATE ROUTE 44
 AQ1535'FOR 5.1 MILES TO INTERSECTION WITH INTERSTATE ROUTE 4 AND
 AQ1535'STATION, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK PRESET
 AQ1535'FLUSH IN SOUTH WEST CORNER OF STATE ROUTE 44 CONCRETE BRIDGE
 AQ1535'GUARDRAIL.  IT IS 17.8 FEET NORTH OF STATE ROUTE 44, 3.7 FEET
 AQ1535'SOUTH OF FACE OF CURB, AND 1.3 FEET EAST OF SOUTH WEST END
 AQ1535'OF CONCRETE BRIDGE GUARDRAIL.  SECTION 18, T 17S, R 31E
 AQ1535
 AQ1535                          STATION RECOVERY (1978)
 AQ1535
 AQ1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AQ1535'3.35 MILES NORTH ALONG STATE ROUTE 430A FROM CITY HALL IN LAKE
 AQ1535'HELEN THENCE 1.05 MILE EAST ALONG STATE ROUTE 44 TO THE MARK ON THE
 AQ1535'RIGHT, SET IN TOP OF THE SOUTHWEST END OF HIGHWAY BRIDGE OVER
 AQ1535'INTERSTATE HIGHWAY 4, 17 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 AQ1535'THE MARK IS 2 FT ABOVE HIGHWAY.
 AQ1535
 AQ1535                          STATION RECOVERY (1990)
 AQ1535
 AQ1535'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2068 ***********************************************************************
 AC2068  DESIGNATION -  6.98 USCG
 AC2068  PID         -  AC2068
 AC2068  STATE/COUNTY-  FL/MIAMI-DADE
 AC2068  USGS QUAD   -  SOUTH MIAMI NW (1988)
 AC2068
 AC2068                         *CURRENT SURVEY CONTROL
 AC2068  ___________________________________________________________________
 AC2068* NAD 83(1986)-  25 37 36.     (N)    080 22 57.     (W)     SCALED    
 AC2068* NAVD 88     -         1.653  (meters)       5.42   (feet)  ADJUSTED  
 AC2068  ___________________________________________________________________
 AC2068  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AC2068  DYNAMIC HT  -           1.650 (meters)       5.41  (feet)  COMP
 AC2068  MODELED GRAV-     979,005.6   (mgal)                       NAVD 88
 AC2068
 AC2068  VERT ORDER  -  FIRST     CLASS II
 AC2068
 AC2068.The horizontal coordinates were scaled from a topographic map and have
 AC2068.an estimated accuracy of +/- 6 seconds.
 AC2068
 AC2068.The orthometric height was determined by differential leveling
 AC2068.and adjusted by the National Geodetic Survey in June 1991..
 AC2068
 AC2068.The geoid height was determined by GEOID03.
 AC2068
 AC2068.The dynamic height is computed by dividing the NAVD 88
 AC2068.geopotential number by the normal gravity value computed on the
 AC2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2068.degrees latitude (g = 980.6199 gals.).
 AC2068
 AC2068.The modeled gravity was interpolated from observed gravity values.
 AC2068
 AC2068;                    North         East    Units  Estimated Accuracy
 AC2068;SPC FL E     -   143,400.      262,010.      MT  (+/- 180 meters Scaled)
 AC2068
 AC2068                          SUPERSEDED SURVEY CONTROL
 AC2068
 AC2068  NGVD 29 (??/??/92)    2.121  (m)            6.96   (f) ADJ UNCH    1 2
 AC2068
 AC2068.Superseded values are not recommended for survey control.
 AC2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2068.See file dsdata.txt to determine how the superseded data were derived.
 AC2068
 AC2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ619344(NAD 83)
 AC2068_MARKER: DD = SURVEY DISK
 AC2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2068_STAMPING: US C AND GS MSL 698
 AC2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2068+STABILITY: SURFACE MOTION
 AC2068
 AC2068  HISTORY     - Date     Condition        Report By
 AC2068  HISTORY     - UNK      MONUMENTED       USCG
 AC2068  HISTORY     - 1966     GOOD             NGS
 AC2068  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC2068
 AC2068                          STATION DESCRIPTION
 AC2068
 AC2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC2068'4.2 MI NW FROM PERRINE.
 AC2068'ABOUT 1.6 MILES NORTHEAST ALONG THE FLORIDA EAST COAST RAILROAD
 AC2068'FROM THE STATION AT PERRINE, THENCE 2.6 MILES WEST ALONG CORAL
 AC2068'REEF DRIVE, 49 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 AC2068'SW. 117TH AVENUE, 36 FEET SOUTH OF THE CENTER LINE OF CORAL REEF
 AC2068'DRIVE, 17 1/2 FEET WEST OF THE CENTER LINE OF A SAND ROAD LEADING
 AC2068'SOUTH ALONG THE EAST SIDE OF COAST GUARD PROPERTY, 16 FEET
 AC2068'SOUTHEAST OF THE SOUTH END OF THE EAST ONE OF THREE 36-INCH PIPE
 AC2068'CULVERTS UNDER THE DRIVE, 9 1/2 FEET SOUTHWEST OF A POWER LINE
 AC2068'BRACE POLE, ABOUT 3 FEET BELOW THE LEVEL OF THE DRIVE AND SET IN
 AC2068'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AC2068
 AC2068                          STATION RECOVERY (1978)
 AC2068
 AC2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2068'SEARCHED FOR NOT RECOVERED, BELIEVED GRADED OUT BY HIGHWAY
 AC2068'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6796 ***********************************************************************
 AD6796  DESIGNATION -  7 BRP USGS 1970
 AD6796  PID         -  AD6796
 AD6796  STATE/COUNTY-  FL/PALM BEACH
 AD6796  USGS QUAD   -  WEST OF ROOD (1994)
 AD6796
 AD6796                         *CURRENT SURVEY CONTROL
 AD6796  ___________________________________________________________________
 AD6796* NAD 83(1990)-  26 56 35.48838(N)    080 21 04.93767(W)     ADJUSTED  
 AD6796* NAVD 88     -         7.48   (+/-2cm)      24.5    (feet)  VERTCON   
 AD6796  ___________________________________________________________________
 AD6796  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AD6796  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AD6796
 AD6796  HORZ ORDER  -  SECOND
 AD6796  VERT ORDER  -  THIRD ? (See Below)
 AD6796
 AD6796.The horizontal coordinates were established by classical geodetic methods
 AD6796.and adjusted by the National Geodetic Survey in March 1993..
 AD6796
 AD6796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6796.The vertical order pertains to the NGVD 29 superseded value.
 AD6796
 AD6796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6796
 AD6796.The geoid height was determined by GEOID03.
 AD6796
 AD6796;                    North         East     Units Scale Factor Converg.
 AD6796;SPC FL E     -   289,275.031   264,408.890   MT  0.99999237   +0 17 38.1
 AD6796;SPC FL E     -   949,063.16    867,481.50   sFT  0.99999237   +0 17 38.1
 AD6796;UTM  17      - 2,980,308.313   564,386.914   MT  0.99965118   +0 17 38.1
 AD6796
 AD6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6796!SPC FL E     -   1.00000300  x   0.99999237  =   0.99999537
 AD6796!UTM  17      -   1.00000300  x   0.99965118  =   0.99965418
 AD6796
 AD6796                          SUPERSEDED SURVEY CONTROL
 AD6796
 AD6796  NAD 83(1990)-  26 56 35.48942(N)    080 21 04.93819(W) AD(       ) 2
 AD6796  NAD 83(1986)-  26 56 35.49348(N)    080 21 04.94715(W) AD(       ) 2
 AD6796  NAD 27      -  26 56 34.28905(N)    080 21 05.76971(W) AD(       ) 2
 AD6796  NGVD 29 (07/19/86)    7.91   (m)           26.0    (f) LEVELING    3  
 AD6796
 AD6796.Superseded values are not recommended for survey control.
 AD6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6796.See file dsdata.txt to determine how the superseded data were derived.
 AD6796
 AD6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6438780308(NAD 83)
 AD6796_MARKER: DB = BENCH MARK DISK
 AD6796_SETTING: 0 = UNSPECIFIED SETTING
 AD6796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6796+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 AD6796
 AD6796  HISTORY     - Date     Condition        Report By
 AD6796  HISTORY     - 1970     MONUMENTED       USGS
 AD6796  HISTORY     - 20021218 GOOD             USPSQD
 AD6796  HISTORY     - 20031227 GOOD             USPSQD
 AD6796
 AD6796                          STATION DESCRIPTION
 AD6796
 AD6796'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (CLH)
 AD6796'(THE MARK WAS USED AS REFERENCE MARK 2 TO TRIANGULATION STATION
 AD6796'APIX.)
 AD6796'
 AD6796'A TRAVERSE MEASUREMENT WAS MADE TO STATION APIX.  THE MEASUREMENT
 AD6796'BEING (89.98 FT.) OR 27.4263 METERS.
 AD6796'
 AD6796'THE DISK IS STAMPED 7 BRP 1969.
 AD6796'
 AD6796'FOR THE WRITE-UP AND THE TO REACH REFER TO THE DESCRIPTION OF
 AD6796'STATION APIX.
 AD6796
 AD6796                          STATION RECOVERY (2002)
 AD6796
 AD6796'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6796'RECOVERED IN GOOD CONDITION.
 AD6796
 AD6796                          STATION RECOVERY (2003)
 AD6796
 AD6796'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7248 ***********************************************************************
 AK7248  DESIGNATION -  7 GAF TT RESET
 AK7248  PID         -  AK7248
 AK7248  STATE/COUNTY-  FL/ORANGE
 AK7248  USGS QUAD   -  APOPKA (1980)
 AK7248
 AK7248                         *CURRENT SURVEY CONTROL
 AK7248  ___________________________________________________________________
 AK7248* NAD 83(1986)-  28 43 47.     (N)    081 30 33.     (W)     SCALED    
 AK7248* NAVD 88     -        18.933  (meters)      62.12   (feet)  ADJUSTED  
 AK7248  ___________________________________________________________________
 AK7248  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AK7248  DYNAMIC HT  -          18.906 (meters)      62.03  (feet)  COMP
 AK7248  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 AK7248
 AK7248  VERT ORDER  -  SECOND    CLASS I
 AK7248
 AK7248.The horizontal coordinates were scaled from a topographic map and have
 AK7248.an estimated accuracy of +/- 6 seconds.
 AK7248
 AK7248.The orthometric height was determined by differential leveling
 AK7248.and adjusted by the National Geodetic Survey in December 1995..
 AK7248
 AK7248.The geoid height was determined by GEOID03.
 AK7248
 AK7248.The dynamic height is computed by dividing the NAVD 88
 AK7248.geopotential number by the normal gravity value computed on the
 AK7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7248.degrees latitude (g = 980.6199 gals.).
 AK7248
 AK7248.The modeled gravity was interpolated from observed gravity values.
 AK7248
 AK7248;                    North         East    Units  Estimated Accuracy
 AK7248;SPC FL E     -   487,180.      150,260.      MT  (+/- 180 meters Scaled)
 AK7248
 AK7248                          SUPERSEDED SURVEY CONTROL
 AK7248
 AK7248.No superseded survey control is available for this station.
 AK7248
 AK7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM502781(NAD 83)
 AK7248_MARKER: DD = SURVEY DISK
 AK7248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7248_SP_SET: CONCRETE POST
 AK7248_STAMPING: 7 GAF-TT RESET 1977
 AK7248_MARK LOGO: USGS  
 AK7248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7248+STABILITY: SURFACE MOTION
 AK7248
 AK7248  HISTORY     - Date     Condition        Report By
 AK7248  HISTORY     - 1977     MONUMENTED       USGS
 AK7248  HISTORY     - 19910426 GOOD             FL-095
 AK7248
 AK7248                          STATION DESCRIPTION
 AK7248
 AK7248'DESCRIBED BY ORANGE COUNTY FLORIDA 1991
 AK7248'POURED IN PLACE CONCRETE MONUMENT WITH 3-INCH ALUMINUM USGS DISC,
 AK7248'ABOUT 50 FT (15.2 M) WEST OF CENTER LINE OF ROCK SPRINGS ROAD AND
 AK7248'ABOUT 650 FT (198.1 M) NORTH OF CENTER LINE OF PONKAN ROAD.  T20S,
 AK7248'R28E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7248'DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0801 ***********************************************************************
 AQ0801  DESIGNATION -  7 JAS
 AQ0801  PID         -  AQ0801
 AQ0801  STATE/COUNTY-  FL/MARION
 AQ0801  USGS QUAD   -  FARLES LAKE (1994)
 AQ0801
 AQ0801                         *CURRENT SURVEY CONTROL
 AQ0801  ___________________________________________________________________
 AQ0801* NAD 83(1990)-  29 03 01.23815(N)    081 41 08.33261(W)     ADJUSTED  
 AQ0801* NAVD 88     -        53.921  (meters)     176.91   (feet)  ADJUSTED  
 AQ0801  ___________________________________________________________________
 AQ0801  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AQ0801  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AQ0801  DYNAMIC HT  -          53.844 (meters)     176.65  (feet)  COMP
 AQ0801  MODELED GRAV-     979,223.3   (mgal)                       NAVD 88
 AQ0801
 AQ0801  HORZ ORDER  -  SECOND
 AQ0801  VERT ORDER  -  FIRST     CLASS II
 AQ0801
 AQ0801.The horizontal coordinates were established by classical geodetic methods
 AQ0801.and adjusted by the National Geodetic Survey in May 1991..
 AQ0801
 AQ0801.The orthometric height was determined by differential leveling
 AQ0801.and adjusted by the National Geodetic Survey in June 1991..
 AQ0801
 AQ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ0801
 AQ0801.The geoid height was determined by GEOID03.
 AQ0801
 AQ0801.The dynamic height is computed by dividing the NAVD 88
 AQ0801.geopotential number by the normal gravity value computed on the
 AQ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0801.degrees latitude (g = 980.6199 gals.).
 AQ0801
 AQ0801.The modeled gravity was interpolated from observed gravity values.
 AQ0801
 AQ0801;                    North         East     Units Scale Factor Converg.
 AQ0801;SPC FL W     -   522,650.423   230,613.548   MT  0.99995274   +0 09 09.5
 AQ0801;SPC FL W     - 1,714,728.93    756,604.62   sFT  0.99995274   +0 09 09.5
 AQ0801;SPC FL E     -   522,803.654   133,226.691   MT  0.99999618   -0 19 58.6
 AQ0801;SPC FL E     - 1,715,231.65    437,094.57   sFT  0.99999618   -0 19 58.6
 AQ0801;UTM  17      - 3,213,757.257   433,249.473   MT  0.99965498   -0 19 58.6
 AQ0801
 AQ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0801!SPC FL W     -   0.99999594  x   0.99995274  =   0.99994868
 AQ0801!SPC FL E     -   0.99999594  x   0.99999618  =   0.99999212
 AQ0801!UTM  17      -   0.99999594  x   0.99965498  =   0.99965092
 AQ0801
 AQ0801                          SUPERSEDED SURVEY CONTROL
 AQ0801
 AQ0801  NAD 83(1986)-  29 03 01.24762(N)    081 41 08.33899(W) AD(       ) 2
 AQ0801  NAD 27      -  29 03 00.30848(N)    081 41 09.06375(W) AD(       ) 2
 AQ0801  NGVD 29 (??/??/92)   54.242  (m)          177.96   (f) ADJ UNCH    1 2
 AQ0801
 AQ0801.Superseded values are not recommended for survey control.
 AQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0801.See file dsdata.txt to determine how the superseded data were derived.
 AQ0801
 AQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3324913757(NAD 83)
 AQ0801_MARKER: DD = SURVEY DISK
 AQ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0801_STAMPING: 7 JAS 1966 178
 AQ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0801+STABILITY: SURFACE MOTION
 AQ0801
 AQ0801  HISTORY     - Date     Condition        Report By
 AQ0801  HISTORY     - 1968     MONUMENTED       CGS
 AQ0801  HISTORY     - 1968     GOOD             NGS
 AQ0801  HISTORY     - 19910303 GOOD             USPSQD
 AQ0801
 AQ0801                          STATION DESCRIPTION
 AQ0801
 AQ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 AQ0801'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF ASTOR PARK,
 AQ0801'8 MILES NORTH OF UMATILLA, 3 MILES WEST OF STATE HIGHWAY 19
 AQ0801'AND ON SOUTH SIDE OF EAST-WEST ROAD.
 AQ0801'
 AQ0801'FOR ROUTE TO STATION, SEE TRIANGULATION STATION CASTLE.
 AQ0801'
 AQ0801'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AQ0801'DISK STAMPED USGS 7 JAS 178 FT 1966, IS SET IN THE TOP OF A 6
 AQ0801'BY 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AQ0801'41 FEET SOUTH OF THE CENTER OF THE SAND ROAD AND 0.8 FOOT
 AQ0801'NORTH OF A METAL WITNESS POST.
 AQ0801'
 AQ0801'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CASTLE
 AQ0801'AND THE DISTANCE IS 393.19 FT. OR 119.8436 METERS.
 AQ0801
 AQ0801                          STATION RECOVERY (1968)
 AQ0801
 AQ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AQ0801'8.4 MI NW FROM ALTOONA.
 AQ0801'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0801'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 2.95
 AQ0801'MILES WEST ALONG FOREST SERVICE ROAD 73, 101 FEET EAST OF THE
 AQ0801'CENTER LINE OF A SAND TRAIL LEADING SOUTH, 186 FEET EAST-NORTHEAST
 AQ0801'OF POWER LINE POLE NO. TO - 216A, 42 FEET SOUTH OF THE CENTER
 AQ0801'LINE OF THE ROAD, 41 FEET NORTH OF THE CENTER OF THE POWER LINE,
 AQ0801'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 AQ0801'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AQ0801'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0801
 AQ0801                          STATION RECOVERY (1991)
 AQ0801
 AQ0801'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3905 ***********************************************************************
 AI3905  DESIGNATION -  7 JDK RESET
 AI3905  PID         -  AI3905
 AI3905  STATE/COUNTY-  FL/DUVAL
 AI3905  USGS QUAD   -  MARIETTA (1992)
 AI3905
 AI3905                         *CURRENT SURVEY CONTROL
 AI3905  ___________________________________________________________________
 AI3905* NAD 83(1986)-  30 16 04.     (N)    081 50 54.     (W)     SCALED    
 AI3905* NAVD 88     -        26.876  (meters)      88.18   (feet)  ADJUSTED  
 AI3905  ___________________________________________________________________
 AI3905  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AI3905  DYNAMIC HT  -          26.841 (meters)      88.06  (feet)  COMP
 AI3905  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 AI3905
 AI3905  VERT ORDER  -  SECOND    CLASS I
 AI3905
 AI3905.The horizontal coordinates were scaled from a topographic map and have
 AI3905.an estimated accuracy of +/- 6 seconds.
 AI3905
 AI3905.The orthometric height was determined by differential leveling
 AI3905.and adjusted by the National Geodetic Survey in July 2004..
 AI3905.No vertical observational check was made to the station.
 AI3905
 AI3905.The geoid height was determined by GEOID03.
 AI3905
 AI3905.The dynamic height is computed by dividing the NAVD 88
 AI3905.geopotential number by the normal gravity value computed on the
 AI3905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3905.degrees latitude (g = 980.6199 gals.).
 AI3905
 AI3905.The modeled gravity was interpolated from observed gravity values.
 AI3905
 AI3905;                    North         East    Units  Estimated Accuracy
 AI3905;SPC FL E     -   657,860.      118,370.      MT  (+/- 180 meters Scaled)
 AI3905
 AI3905                          SUPERSEDED SURVEY CONTROL
 AI3905
 AI3905.No superseded survey control is available for this station.
 AI3905
 AI3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP183487(NAD 83)
 AI3905_MARKER: DB = BENCH MARK DISK
 AI3905_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI3905_STAMPING: 7 JDK 1962 RESET 1970
 AI3905_MARK LOGO: USGS  
 AI3905_PROJECTION: PROJECTING 3 CENTIMETERS
 AI3905_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3905+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2002
 AI3905
 AI3905  HISTORY     - Date     Condition        Report By
 AI3905  HISTORY     - 1970     MONUMENTED       USGS
 AI3905  HISTORY     - 19920627 GOOD             FLDNR
 AI3905  HISTORY     - 20020922 GOOD             FLDEP
 AI3905
 AI3905                          STATION DESCRIPTION
 AI3905
 AI3905'DESCRIBED BY FL DEPT OF NAT RES 1992 (PBM)
 AI3905'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTHWEST OF JACKSONVILLE, 3.30 MI
 AI3905'(5.31 KM) SOUTH OF WHITEHOUSE AT THE INTERSECTION OF CHAFFEE ROAD AND
 AI3905'STATE ROAD 228 (NORMANDY BOULEVARD), IN SECTION 6, T 3 S, R 25 E. TO
 AI3905'REACH THE MARK FROM THE INTERSECTION OF CHAFFEE ROAD AND STATE HIGHWAY
 AI3905'90 (BEAVER STREET) IN WHITEHOUSE, GO SOUTH ON CHAFFEE ROAD FOR 3.3 MI
 AI3905'(5.3 KM) TO THE INTERSECTION OF STATE ROAD 228 (NORMANDY BOULEVARD)
 AI3905'AND THE MARK ON THE LEFT, SET IN THE TOP OF A SQUARE PREFABRICATED
 AI3905'CONCRETE POST PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND
 AI3905'AND LEVEL WITH THE ROAD.  THE MARK CAN ALSO BE REACHED FROM THE
 AI3905'INTERSECTION OF INTERSTATE HIGHWAY 295 AND STATE ROAD 228 (NORMANDY
 AI3905'BOULEVARD) (INTERSTATE EXIT 7), GO WESTERLY ON STATE ROAD 228
 AI3905'(NORMANDY BOULEVARD) FOR 5.20 MI (8.37 KM) TO THE INTERSECTION OF
 AI3905'CHAFEE ROAD AND THE MARK ON THE RIGHT. LOCATED 128.3 FT (39.1 M) NORTH
 AI3905'OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 228 (NORMANDY
 AI3905'BOULEVARD), 60.7 FT (18.5 M) EAST OF THE CENTERLINE OF CHAFFEE ROAD,
 AI3905'26.3 FT (8.0 M) SOUTHEAST OF A POWER POLE, 2.0 FT (0.6 M) NORTHEAST OF
 AI3905'A CONCRETE RIGHT-OF-WAY MARKER, 1.6 FT (0.5 M) EAST OF A CONCRETE
 AI3905'MARKER WITH N-AD-13(1) ON IT AND 0.8 FT (24.4 CM) WEST OF A FLORIDA
 AI3905'DEPARTMENT OF TRANSPORTATION WITNESS POST.
 AI3905
 AI3905                          STATION RECOVERY (2002)
 AI3905
 AI3905'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI3905'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8132 ***********************************************************************
 AA8132  DESIGNATION -  7 RJN
 AA8132  PID         -  AA8132
 AA8132  STATE/COUNTY-  FL/PUTNAM
 AA8132  USGS QUAD   -  WELAKA (1994)
 AA8132
 AA8132                         *CURRENT SURVEY CONTROL
 AA8132  ___________________________________________________________________
 AA8132* NAD 83(1999)-  29 29 03.49865(N)    081 44 30.59769(W)     ADJUSTED  
 AA8132* NAVD 88     -         4.478  (meters)      14.69   (feet)  ADJUSTED  
 AA8132  ___________________________________________________________________
 AA8132  X           -     798,114.192 (meters)                     COMP
 AA8132  Y           -  -5,498,977.812 (meters)                     COMP
 AA8132  Z           -   3,120,728.721 (meters)                     COMP
 AA8132  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AA8132  ELLIP HEIGHT-         -23.89  (meters)          (06/19/01) GPS OBS
 AA8132  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AA8132  DYNAMIC HT  -           4.472 (meters)      14.67  (feet)  COMP
 AA8132  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AA8132
 AA8132  HORZ ORDER  -  FIRST
 AA8132  VERT ORDER  -  SECOND    CLASS I
 AA8132  ELLP ORDER  -  FOURTH    CLASS I
 AA8132
 AA8132.The horizontal coordinates were established by GPS observations
 AA8132.and adjusted by the National Geodetic Survey in June 2001..
 AA8132
 AA8132.The orthometric height was determined by differential leveling
 AA8132.and adjusted by the National Geodetic Survey in June 2005..
 AA8132.No vertical observational check was made to the station.
 AA8132
 AA8132.Photographs are available for this station.
 AA8132
 AA8132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8132
 AA8132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8132
 AA8132.The ellipsoidal height was determined by GPS observations
 AA8132.and is referenced to NAD 83.
 AA8132
 AA8132.The geoid height was determined by GEOID03.
 AA8132
 AA8132.The dynamic height is computed by dividing the NAVD 88
 AA8132.geopotential number by the normal gravity value computed on the
 AA8132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8132.degrees latitude (g = 980.6199 gals.).
 AA8132
 AA8132.The modeled gravity was interpolated from observed gravity values.
 AA8132
 AA8132;                    North         East     Units Scale Factor Converg.
 AA8132;SPC FL E     -   570,936.392   128,059.339   MT  1.00000501   -0 21 54.5
 AA8132;SPC FL E     - 1,873,147.15    420,141.35   sFT  1.00000501   -0 21 54.5
 AA8132;UTM  17      - 3,261,873.573   428,083.885   MT  0.99966381   -0 21 54.5
 AA8132
 AA8132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8132!SPC FL E     -   1.00000375  x   1.00000501  =   1.00000876
 AA8132!UTM  17      -   1.00000375  x   0.99966381  =   0.99966756
 AA8132
 AA8132                          SUPERSEDED SURVEY CONTROL
 AA8132
 AA8132  NAD 83(1990)-  29 29 03.49682(N)    081 44 30.59777(W) AD(       ) 1
 AA8132  ELLIP H (09/22/95)  -23.91   (m)                       GP(       ) 3 2
 AA8132  NAVD 88 (09/10/97)    4.454  (m)           14.61   (f) UNKNOWN     2 1
 AA8132
 AA8132.Superseded values are not recommended for survey control.
 AA8132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8132.See file dsdata.txt to determine how the superseded data were derived.
 AA8132
 AA8132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2808461874(NAD 83)
 AA8132_MARKER: DD = SURVEY DISK
 AA8132_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA8132_SP_SET: BRIDGE GUARDRAIL
 AA8132_STAMPING: 7 RJN 1967 USGS
 AA8132_MARK LOGO: FLSRD 
 AA8132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA8132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8132+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AA8132
 AA8132  HISTORY     - Date     Condition        Report By
 AA8132  HISTORY     - 1967     MONUMENTED       FLSRD
 AA8132  HISTORY     - 19950327 GOOD             KEISCH
 AA8132  HISTORY     - 19960813 GOOD             FLDEP
 AA8132  HISTORY     - 20030710 GOOD             FLDEP
 AA8132  HISTORY     - 20040721 GOOD             FLDEP
 AA8132
 AA8132                          STATION DESCRIPTION
 AA8132
 AA8132'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AA8132'THE STATION IS ABOUT 7.0 MI (11.3 KM) NORTHWEST OF FRUITLAND IN THE
 AA8132'EAST RIGHT-OF-WAY OF STATE ROAD 19 IN SECTION 6, TOWNSHIP 16 SOUTH,
 AA8132'RANGE 26 EAST. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 AA8132'ROAD 310 AND STATE ROAD 19 SOUTHWEST OF PALATKA, GO SOUTH ON STATE
 AA8132'ROAD 19 FOR 3.6 MI (5.8 KM) TO THE BRIDGE OVER THE OKLAWAHA RIVER AND
 AA8132'THE STATION ON THE LEFT, A STATE ROAD DEPARTMENT DISK SET IN THE
 AA8132'NORTHEAST CORNER OF THE ABUTMENT AND STAMPED (USGS 7 RJN 1967).
 AA8132'LOCATED 8.0 FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST. X-CUT SET IN
 AA8132'THE CONCRETE GUARDRAIL, WITH A MAGNETIC AZIMUTH OF 263 DEGREES AT
 AA8132'33.08 FT (10.08 M), SET NAIL AND DISC (KEITH AND SCHNARS PA) IN THE
 AA8132'TOP OF THE WOOD GUARDRAIL, NORTH AT 51.04 FT (15.56 M), X-CUT SET IN
 AA8132'THE CONCRETE GUARDRAIL, WITH A MAGNETIC AZIMUTH OF 176 DEGREES AT
 AA8132'21.17 FT (6.45 M), SET A CARSONITE WITNESS POST, WITH A MAGNETIC
 AA8132'AZIMUTH OF 9 DEGREES AT 0.80 FT (0.24 M) (24.38 CM).
 AA8132
 AA8132                          STATION RECOVERY (1996)
 AA8132
 AA8132'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AA8132'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF PALATKA, 8.9 MI (14.3
 AA8132'KM) NORTH OF SALT SPRINGS IN SECTION 6, TOWNSHIP 12 SOUTH, RANGE 26
 AA8132'EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY
 AA8132'17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AA8132'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AA8132'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORTHWEST FOR
 AA8132'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AA8132'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 10.85 MI (17.46 KM) TO THE
 AA8132'SOUTH END OF THE CROSS FLORIDA BARGE CANAL BRIDGE, CONTINUE SOUTH ON
 AA8132'STATE ROAD 19 FOR 3.3 MI (5.3 KM) TO A SMALL BRIDGE AND THE MARK ON
 AA8132'THE LEFT, SET IN THE TOP OF THE NORTHEAST CONCRETE GUARDRAIL AND ABOUT
 AA8132'2.5 FT (0.8 M) ABOVE THE LEVEL OF STATE ROAD 19. LOCATED 16.6 FT (5.1
 AA8132'M) EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19 AND 8.0 FT (2.4
 AA8132'M) SOUTHWEST OF THE NORTH END OF THE CONCRETE GUARDRAIL AND CARSONITE
 AA8132'WITNESS POST.
 AA8132
 AA8132                          STATION RECOVERY (2003)
 AA8132
 AA8132'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AA8132'RECOVERED AS DESCRIBED.
 AA8132
 AA8132                          STATION RECOVERY (2004)
 AA8132
 AA8132'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AA8132'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1291 ***********************************************************************
 AG1291  DESIGNATION -  7 V 1943
 AG1291  PID         -  AG1291
 AG1291  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1291  USGS QUAD   -  BRANDON (1987)
 AG1291
 AG1291                         *CURRENT SURVEY CONTROL
 AG1291  ___________________________________________________________________
 AG1291* NAD 83(1990)-  27 56 28.66179(N)    082 19 42.27972(W)     ADJUSTED  
 AG1291* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AG1291  ___________________________________________________________________
 AG1291  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AG1291  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AG1291
 AG1291  HORZ ORDER  -  THIRD
 AG1291
 AG1291.The horizontal coordinates were established by classical geodetic methods
 AG1291.and adjusted by the National Geodetic Survey in May 1991..
 AG1291
 AG1291.The orthometric height was scaled from a topographic map.
 AG1291
 AG1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1291
 AG1291.The geoid height was determined by GEOID03.
 AG1291
 AG1291;                    North         East     Units Scale Factor Converg.
 AG1291;SPC FL W     -   399,747.135   167,681.189   MT  0.99995406   -0 09 14.0
 AG1291;SPC FL W     - 1,311,503.73    550,134.03   sFT  0.99995406   -0 09 14.0
 AG1291;UTM  17      - 3,091,409.315   369,309.944   MT  0.99981081   -0 37 21.1
 AG1291
 AG1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1291!SPC FL W     -   1.00000226  x   0.99995406  =   0.99995632
 AG1291!UTM  17      -   1.00000226  x   0.99981081  =   0.99981307
 AG1291
 AG1291:                Primary Azimuth Mark                     Grid Az
 AG1291:SPC FL W     -  8 V 1943                                 114 47 23.1
 AG1291:UTM  17      -  8 V 1943                                 115 15 30.2
 AG1291
 AG1291|---------------------------------------------------------------------|
 AG1291| PID    Reference Object                     Distance      Geod. Az  |
 AG1291|                                                           dddmmss.s |
 AG1291| AG1301 8 V 1943                            457.419 METERS 1143809.1 |
 AG1291|---------------------------------------------------------------------|
 AG1291
 AG1291                          SUPERSEDED SURVEY CONTROL
 AG1291
 AG1291  NAD 83(1986)-  27 56 28.68084(N)    082 19 42.30028(W) AD(       ) 3
 AG1291  NAD 27      -  27 56 27.60139(N)    082 19 42.96435(W) AD(       ) 3
 AG1291
 AG1291.Superseded values are not recommended for survey control.
 AG1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1291.See file dsdata.txt to determine how the superseded data were derived.
 AG1291
 AG1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6931091409(NAD 83)
 AG1291_MARKER: Z = SEE DESCRIPTION
 AG1291_SETTING: 0 = UNSPECIFIED SETTING
 AG1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1291
 AG1291  HISTORY     - Date     Condition        Report By
 AG1291  HISTORY     - 1943     MONUMENTED       CGS
 AG1291  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1291  HISTORY     - 1958     MARK NOT FOUND   CGS
 AG1291
 AG1291                          STATION DESCRIPTION
 AG1291
 AG1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1291'STATION AND REFERENCE MARK 1 NOT RECOVERED.  REFERENCE MARK 2
 AG1291'RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARK 1
 AG1291'PROBABLY DESTROYED DUE TO THE RECONSTRUCTION OF THE HIGHWAY.
 AG1291'
 AG1291'REFERENCE MARK 2 IS LOCATED 62 FT. N OF THE CENTERLINE OF THE
 AG1291'Y-INTERSECTION OF STATE ROAD 60 AND PALM RIVER ROAD, 17.0 FT. NW
 AG1291'OF A TURN IN A FENCE, AND 9.3 FT. N OF A FENCE.  A STANDARD
 AG1291'REFERENCE-MARK DISK, STAMPED RM 2 7 V 1943 AND SET IN AN
 AG1291'8-IN. SQUARE CONCRETE MONUMENT AND PROTRUDING 2 IN. ABOVE GROUND.
 AG1291'
 AG1291'THIS IS A TRAVERSE STATION.
 AG1291
 AG1291                          STATION RECOVERY (1958)
 AG1291
 AG1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1291'THE STATION AND REFERENCE MARK 1 WERE SEARCHED FOR BUT NOT
 AG1291'RECOVERED IN JULY, 1958.  THEY WERE REPORTED AS PROBABLY DESTROYED
 AG1291'IN 1956.
 AG1291'
 AG1291'REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT
 AG1291'IS LOCATED ABOUT 2.7 MI. W OF BRANDON, 62 FT. NE OF THE CENTERLINE
 AG1291'OF THE JUNCTION OF STATE HIGHWAY 60 AND PALM RIVER ROAD, 59
 AG1291'FT. N-NE OF THE CENTERLINE OF THE HIGHWAY, 154 FT. W-NW OF POWER
 AG1291'POLE 155, 144 FT. E-SE OF POWER POLE 154 AND 9 FT. N-NE
 AG1291'OF A FENCE.  A REFERENCE-MARK DISK SET IN THE TOP OF A SQUARE
 AG1291'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED
 AG1291'7V R M 2 1943.
 AG1291'
 AG1291'TO REACH THE REFERENCE MARK FROM THE POST OFFICE AT BRANDON, GO
 AG1291'2.7 MI. W ALONG STATE HIGHWAY 60 TO A JUNCTION WITH PALM RIVER
 AG1291'ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7203 ***********************************************************************
 AK7203  DESIGNATION -  70
 AK7203  PID         -  AK7203
 AK7203  STATE/COUNTY-  FL/ORANGE
 AK7203  USGS QUAD   -  OVIEDO SW (1980)
 AK7203
 AK7203                         *CURRENT SURVEY CONTROL
 AK7203  ___________________________________________________________________
 AK7203* NAD 83(1986)-  28 33 57.     (N)    081 10 44.     (W)     SCALED    
 AK7203* NAVD 88     -        13.727  (meters)      45.04   (feet)  ADJUSTED  
 AK7203  ___________________________________________________________________
 AK7203  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AK7203  DYNAMIC HT  -          13.707 (meters)      44.97  (feet)  COMP
 AK7203  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 AK7203
 AK7203  VERT ORDER  -  SECOND    CLASS I
 AK7203
 AK7203.The horizontal coordinates were scaled from a topographic map and have
 AK7203.an estimated accuracy of +/- 6 seconds.
 AK7203
 AK7203.The orthometric height was determined by differential leveling
 AK7203.and adjusted by the National Geodetic Survey in December 1995..
 AK7203
 AK7203.The geoid height was determined by GEOID03.
 AK7203
 AK7203.The dynamic height is computed by dividing the NAVD 88
 AK7203.geopotential number by the normal gravity value computed on the
 AK7203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7203.degrees latitude (g = 980.6199 gals.).
 AK7203
 AK7203.The modeled gravity was interpolated from observed gravity values.
 AK7203
 AK7203;                    North         East    Units  Estimated Accuracy
 AK7203;SPC FL E     -   468,930.      182,500.      MT  (+/- 180 meters Scaled)
 AK7203
 AK7203                          SUPERSEDED SURVEY CONTROL
 AK7203
 AK7203.No superseded survey control is available for this station.
 AK7203
 AK7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM825598(NAD 83)
 AK7203_MARKER: DD = SURVEY DISK
 AK7203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7203_SP_SET: SQUARE CONCRETE MONUMENT
 AK7203_STAMPING: B.M. 70 ELEV. 45.39
 AK7203_MARK LOGO: FLDT  
 AK7203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7203+STABILITY: SURFACE MOTION
 AK7203
 AK7203  HISTORY     - Date     Condition        Report By
 AK7203  HISTORY     - UNK      MONUMENTED       FLDT
 AK7203  HISTORY     - 19900326 GOOD             FL-095
 AK7203
 AK7203                          STATION DESCRIPTION
 AK7203
 AK7203'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7203'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7203'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7203'OF SR 50, ABOUT 336 FT (102.4 M) WEST OF CENTER LINE OF LONE PALM
 AK7203'ROAD, AND ABOUT 90 FT (27.4 M) EAST OF CENTER LINE OF CREEK.  T22S,
 AK7203'R31E, SECTION 23. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7203'DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9887 ***********************************************************************
 DE9887  DESIGNATION -  70
 DE9887  PID         -  DE9887
 DE9887  STATE/COUNTY-  FL/SEMINOLE
 DE9887  USGS QUAD   -  OVIEDO (1984)
 DE9887
 DE9887                         *CURRENT SURVEY CONTROL
 DE9887  ___________________________________________________________________
 DE9887* NAD 83(1986)-  28 38 43.     (N)    081 13 55.     (W)     SCALED    
 DE9887* NAVD 88     -        12.796  (meters)      41.98   (feet)  ADJUSTED  
 DE9887  ___________________________________________________________________
 DE9887  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DE9887  DYNAMIC HT  -          12.777 (meters)      41.92  (feet)  COMP
 DE9887  MODELED GRAV-     979,219.9   (mgal)                       NAVD 88
 DE9887
 DE9887  VERT ORDER  -  SECOND    CLASS I
 DE9887
 DE9887.The horizontal coordinates were scaled from a topographic map and have
 DE9887.an estimated accuracy of +/- 6 seconds.
 DE9887
 DE9887.The orthometric height was determined by differential leveling
 DE9887.and adjusted by the National Geodetic Survey in November 2003..
 DE9887
 DE9887.The geoid height was determined by GEOID03.
 DE9887
 DE9887.The dynamic height is computed by dividing the NAVD 88
 DE9887.geopotential number by the normal gravity value computed on the
 DE9887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9887.degrees latitude (g = 980.6199 gals.).
 DE9887
 DE9887.The modeled gravity was interpolated from observed gravity values.
 DE9887
 DE9887;                    North         East    Units  Estimated Accuracy
 DE9887;SPC FL E     -   477,740.      177,320.      MT  (+/- 180 meters Scaled)
 DE9887
 DE9887                          SUPERSEDED SURVEY CONTROL
 DE9887
 DE9887.No superseded survey control is available for this station.
 DE9887
 DE9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM773687(NAD 83)
 DE9887_MARKER: DD = SURVEY DISK
 DE9887_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE9887_STAMPING: B.M. 70
 DE9887_MARK LOGO: FLDT  
 DE9887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9887+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9887
 DE9887  HISTORY     - Date     Condition        Report By
 DE9887  HISTORY     - 1997     MONUMENTED       FLDT
 DE9887
 DE9887                          STATION DESCRIPTION
 DE9887
 DE9887'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997 (JLM)
 DE9887'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTHEAST OF WINTER PARK, 2.6 MI
 DE9887'(4.2 KM) SOUTHWEST OF OVIEDO ON STATE ROAD 426 IN SECTION 20, TOWNSHIP
 DE9887'21 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE9887'ROAD 434 (CENTRAL AVENUE), 419 AND 426 (BROADWAY STREET) IN OVIEDO, GO
 DE9887'WEST ON STATE ROAD 426 (BROADWAY STREET) FOR 2.65 MI (4.26 KM) TO THE
 DE9887'ST.  LUKES LUTHERAN CHRUCH ON THE LEFT AND THE MARK ON THE RIGHT, SET
 DE9887'IN THE TOP OF A 4-INCH SQUARE CONCRETE POST IMBEDDED INTO THE GROUND,
 DE9887'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DE9887'STATE ROAD 426. LOCATED 41.9 FT (12.8 M) NORTHWEST OF THE CENTERLINE
 DE9887'OF STATE ROAD 426, 33.6 FT (10.2 M) WEST-SOUTHWEST OF POWER POLE
 DE9887'NUMBER FPC A77417 AND 1.0 FT (0.3 M) SOUTHEAST OF A METAL WITNESS
 DE9887'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8683 ***********************************************************************
 DG8683  DESIGNATION -  70 80 A 15
 DG8683  PID         -  DG8683
 DG8683  STATE/COUNTY-  FL/BREVARD
 DG8683  USGS QUAD   -  COCOA BEACH (1976)
 DG8683
 DG8683                         *CURRENT SURVEY CONTROL
 DG8683  ___________________________________________________________________
 DG8683* NAD 83(1999)-  28 18 21.58962(N)    080 36 31.31559(W)     ADJUSTED  
 DG8683* NAVD 88     -         3.8    (meters)      12.     (feet)  GPS OBS   
 DG8683  ___________________________________________________________________
 DG8683  X           -     917,000.861 (meters)                     COMP
 DG8683  Y           -  -5,544,377.050 (meters)                     COMP
 DG8683  Z           -   3,006,392.836 (meters)                     COMP
 DG8683  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DG8683  ELLIP HEIGHT-         -24.44  (meters)          (12/30/04) GPS OBS
 DG8683  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DG8683
 DG8683  HORZ ORDER  -  FIRST
 DG8683  ELLP ORDER  -  FOURTH    CLASS I
 DG8683
 DG8683.The horizontal coordinates were established by GPS observations
 DG8683.and adjusted by the CREECH ENGINEERS INC in December 2004..
 DG8683
 DG8683.The orthometric height was determined by GPS observations and a
 DG8683.high-resolution geoid model.
 DG8683
 DG8683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8683
 DG8683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8683
 DG8683.The ellipsoidal height was determined by GPS observations
 DG8683.and is referenced to NAD 83.
 DG8683
 DG8683.The geoid height was determined by GEOID03.
 DG8683
 DG8683;                    North         East     Units Scale Factor Converg.
 DG8683;SPC FL E     -   440,180.322   238,377.754   MT  0.99995935   +0 11 08.0
 DG8683;SPC FL E     - 1,444,158.27    782,077.68   sFT  0.99995935   +0 11 08.0
 DG8683;UTM  17      - 3,131,162.116   538,364.659   MT  0.99961816   +0 11 08.0
 DG8683
 DG8683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8683!SPC FL E     -   1.00000384  x   0.99995935  =   0.99996319
 DG8683!UTM  17      -   1.00000384  x   0.99961816  =   0.99962200
 DG8683
 DG8683                          SUPERSEDED SURVEY CONTROL
 DG8683
 DG8683.No superseded survey control is available for this station.
 DG8683
 DG8683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3836531162(NAD 83)
 DG8683_MARKER: DD = SURVEY DISK
 DG8683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8683_STAMPING: 70 80 A 15
 DG8683_MARK LOGO: FLDT  
 DG8683_PROJECTION: RECESSED 10 CENTIMETERS
 DG8683_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8683+STABILITY: SURFACE MOTION
 DG8683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8683+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DG8683
 DG8683  HISTORY     - Date     Condition        Report By
 DG8683  HISTORY     - UNK      MONUMENTED       FLDT
 DG8683  HISTORY     - 20040325 GOOD             FL-009
 DG8683
 DG8683                          STATION DESCRIPTION
 DG8683
 DG8683'DESCRIBED BY BREVARD COUNTY FLORIDA 2004 (SRV)
 DG8683'DESCRIBED BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT.  2003
 DG8683'(SRV)
 DG8683' 
 DG8683'THE STATION IS LOCATED 7 MI (11.3 KM) SOUTHEAST OF ROCKLEDGE AND 4 MI
 DG8683'(6.4 KM) NORTH OF  PATRICK AIR FORCE BASE, IN THE RIGHT-OF-WAY OF
 DG8683'NORTHBOUND STATE ROAD A1A.
 DG8683' 
 DG8683'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD A1A AND STATE
 DG8683'ROAD 404 NEAR THE  SOUTH EDGE OF PATRICK AIR FORCE BASE, GO NORTH ON
 DG8683'STATE ROAD A1A FOR 6.7 MI (10.8 KM) TO  THE INTERSECTION OF 7TH STREET
 DG8683'AND THE STATION ON THE LEFT.
 DG8683' 
 DG8683'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS
 DG8683'DISK, STAMPED  ---70 80 A 15--- IN THE TOP OF A 12-INCH ROUND CONCRETE
 DG8683'MONUMENT THAT IS 4-INCHES BELOW THE  GROUND.  IT IS 16.0 FT (4.9 M)
 DG8683'WEST OF THE CENTER OF STATE ROAD A1A AND 30.5 FT (9.3 M) NORTH  OF THE
 DG8683'CENTER OF 7TH STREET.
 DG8683' 
 DG8683'REFERENCES--
 DG8683' 
 DG8683'RAILROAD SPIKE FOUND NEAR THE INTERSECTION OF STATE ROAD A1A AND 7TH
 DG8683'STREET ON A  MAGNETIC AZIMUTH OF 160 DEGREES AT 35.05 FT.
 DG8683' 
 DG8683'FLDNR BRASS DISK ---70 80 A 15 REF MK 1--- IN THE SOUTH CONCRETE
 DG8683'GUTTER OF 7TH STREET ON A  MAGNETIC AZIMUTH OF 200 DEGREES AT 44.55
 DG8683'FT.
 DG8683' 
 DG8683'FLDNR BRASS DISK ---70 80 A 15 REF MK 2--- IN THE NORTH CONCRETE
 DG8683'GUTTER OF 7TH STREET ON A  MAGNETIC AZIMUTH OF 250 DEGREES AT 41.14
 DG8683'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7479 ***********************************************************************
 AK7479  DESIGNATION -  70 80 A 28
 AK7479  PID         -  AK7479
 AK7479  STATE/COUNTY-  FL/BREVARD
 AK7479  USGS QUAD   -  TROPIC (1988)
 AK7479
 AK7479                         *CURRENT SURVEY CONTROL
 AK7479  ___________________________________________________________________
 AK7479* NAD 83(1999)-  28 10 39.92523(N)    080 35 27.60646(W)     ADJUSTED  
 AK7479* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 AK7479  ___________________________________________________________________
 AK7479  X           -     919,812.745 (meters)                     COMP
 AK7479  Y           -  -5,550,728.224 (meters)                     COMP
 AK7479  Z           -   2,993,872.785 (meters)                     COMP
 AK7479  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AK7479  ELLIP HEIGHT-         -24.29  (meters)          (06/11/02) GPS OBS
 AK7479  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK7479
 AK7479  HORZ ORDER  -  FIRST
 AK7479  ELLP ORDER  -  FOURTH    CLASS I
 AK7479
 AK7479.The horizontal coordinates were established by GPS observations
 AK7479.and adjusted by the National Geodetic Survey in June 2002..
 AK7479
 AK7479.The orthometric height was determined by GPS observations and a
 AK7479.high-resolution geoid model.
 AK7479
 AK7479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7479
 AK7479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7479
 AK7479.The ellipsoidal height was determined by GPS observations
 AK7479.and is referenced to NAD 83.
 AK7479
 AK7479.The geoid height was determined by GEOID03.
 AK7479
 AK7479;                    North         East     Units Scale Factor Converg.
 AK7479;SPC FL E     -   425,974.705   240,161.446   MT  0.99996108   +0 11 35.3
 AK7479;SPC FL E     - 1,397,552.01    787,929.68   sFT  0.99996108   +0 11 35.3
 AK7479;UTM  17      - 3,116,961.346   540,147.743   MT  0.99961989   +0 11 35.3
 AK7479
 AK7479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7479!SPC FL E     -   1.00000382  x   0.99996108  =   0.99996490
 AK7479!UTM  17      -   1.00000382  x   0.99961989  =   0.99962370
 AK7479
 AK7479                          SUPERSEDED SURVEY CONTROL
 AK7479
 AK7479  NAD 83(1990)-  28 10 39.92447(N)    080 35 27.60649(W) AD(       ) 1
 AK7479  NAD 83(1990)-  28 10 39.92447(N)    080 35 27.60649(W) AD(       ) 1
 AK7479
 AK7479.Superseded values are not recommended for survey control.
 AK7479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7479.See file dsdata.txt to determine how the superseded data were derived.
 AK7479
 AK7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4014816961(NAD 83)
 AK7479_MARKER: DD = SURVEY DISK
 AK7479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK7479_STAMPING: 70 80 A 28
 AK7479_MARK LOGO: FLDT  
 AK7479_PROJECTION: RECESSED 10 CENTIMETERS
 AK7479_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7479+STABILITY: SURFACE MOTION
 AK7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7479+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AK7479
 AK7479  HISTORY     - Date     Condition        Report By
 AK7479  HISTORY     - UNK      MONUMENTED       FLDNR
 AK7479  HISTORY     - 19930810 GOOD             GEOBAS
 AK7479  HISTORY     - 19970320 GOOD             USPSQD
 AK7479  HISTORY     - 20020827 GOOD             USPSQD
 AK7479  HISTORY     - 20040308 GOOD             FL-009
 AK7479
 AK7479                          STATION DESCRIPTION
 AK7479
 AK7479'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7479'THE STATION IS LOCATED ABOUT 5 MI (8.05 KM) SOUTHEAST OF PALM SHORES
 AK7479'AND IN THE CITY OF SATELLITE BEACH IN THE RIGHT OF WAY OF STATE ROAD
 AK7479'A1A.
 AK7479'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD A1A AND STATE
 AK7479'ROAD 404, GO SOUTHEASTERLY ON STATE ROAD A1A, 2.4 MI (3.86 KM) TO THE
 AK7479'STATION ON THE RIGHT AT THE VETERANS OF FOREIGN WARS POST 4643.
 AK7479'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 80 A 28--- SET IN
 AK7479'A 10 INCH ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.
 AK7479'IT IS 10.0 FT (3.05 M) EAST OF A FENCE, 39.0 FT (11.89 M) WEST OF THE
 AK7479'CENTER OF STATE ROAD A1A, 10.0 FT (3.05 M) WEST OF A WOODEN FENCE,
 AK7479'66.0 FT (20.12 M) NORTH OF THE CENTER OF A DRIVEWAY, 33.3 FT
 AK7479'(10.15 M) EAST-SOUTHEAST OF SOUTHWEST CORNER OF A BUILDING, 42.4 FT
 AK7479'(12.92 M) EAST OF A FLAG POLE AND 91 FT (27.74 M) SOUTH OF THE CENTER
 AK7479'OF PARK AVENUE.
 AK7479'REFERENCES--
 AK7479'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7479'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 80 DEGREES AT
 AK7479'14.58 FT (4.44 M).
 AK7479'REFERENCE MARK NUMBER 1 IS A FL.D.N.R. BRASS DISK STAMPED ---70 80 A
 AK7479'28 REF MK 1--- IN A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 AK7479'BELOW THE GROUND FOUND ON A MAGNETIC AZIMUTH 195 DEGREES AT 32.50 FT
 AK7479'(9.91 M). IT IS 7.3 FT (2.23 M) SOUTH OF THE SOUTH END OF A FENCE,
 AK7479'5.5 FT (1.68 M) NORTHWEST OF A UTILITY POLE AND 32.0 FT (9.75 M)
 AK7479'NORTH OF THE CENTER OF A DRIVEWAY TO A DAIRY QUEEN RESTAURANT.
 AK7479'REFERENCE MARK NUMBER 2 IS A FL.D.N.R. BRASS DISK STAMPED ---70 80 A
 AK7479'28 REF MK 2--- IN A CONCRETE DRAINAGE STRUCTURE FOUND ON A MAGNETIC
 AK7479'AZIMUTH OF 332 DEGREES AT 38.08 FT (11.61 M). IT IS 3.3 FT (1.01 M)
 AK7479'WEST OF THE EAST END OF A DRAINAGE STRUCTURE, 13.9 FT (4.24 M) EAST
 AK7479'OF THE ENTRANCE DOOR TO A BUILDING, 19.7 FT (6.00 M) NORTH OF THE
 AK7479'NORTH END OF A FENCE, 7.0 FT (2.13 M) EAST OF A FLAGPOLE AND 58.0 FT
 AK7479'(17.68 M) SOUTH OF THE CENTER OF PARK AVENUE.
 AK7479
 AK7479                          STATION RECOVERY (1997)
 AK7479
 AK7479'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7479'RECOVERED IN GOOD CONDITION.
 AK7479
 AK7479                          STATION RECOVERY (2002)
 AK7479
 AK7479'RECOVERY NOTE BY US POWER SQUADRON 2002 (GMA)
 AK7479'RECOVERED IN GOOD CONDITION.
 AK7479
 AK7479                          STATION RECOVERY (2004)
 AK7479
 AK7479'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7479'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2003
 AK7479'(SRV)
 AK7479' 
 AK7479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7477 ***********************************************************************
 AK7477  DESIGNATION -  70 80 A 35
 AK7477  PID         -  AK7477
 AK7477  STATE/COUNTY-  FL/BREVARD
 AK7477  USGS QUAD   -  MELBOURNE EAST (1980)
 AK7477
 AK7477                         *CURRENT SURVEY CONTROL
 AK7477  ___________________________________________________________________
 AK7477* NAD 83(1999)-  28 06 47.12910(N)    080 34 26.32118(W)     ADJUSTED  
 AK7477* NAVD 88     -         4.1    (meters)      13.     (feet)  GPS OBS   
 AK7477  ___________________________________________________________________
 AK7477  X           -     922,015.581 (meters)                     COMP
 AK7477  Y           -  -5,553,789.592 (meters)                     COMP
 AK7477  Z           -   2,987,553.912 (meters)                     COMP
 AK7477  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AK7477  ELLIP HEIGHT-         -24.16  (meters)          (06/11/02) GPS OBS
 AK7477  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK7477
 AK7477  HORZ ORDER  -  FIRST
 AK7477  ELLP ORDER  -  FOURTH    CLASS I
 AK7477
 AK7477.The horizontal coordinates were established by GPS observations
 AK7477.and adjusted by the National Geodetic Survey in June 2002..
 AK7477
 AK7477.The orthometric height was determined by GPS observations and a
 AK7477.high-resolution geoid model.
 AK7477
 AK7477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7477
 AK7477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7477
 AK7477.The ellipsoidal height was determined by GPS observations
 AK7477.and is referenced to NAD 83.
 AK7477
 AK7477.The geoid height was determined by GEOID03.
 AK7477
 AK7477;                    North         East     Units Scale Factor Converg.
 AK7477;SPC FL E     -   418,814.411   241,858.233   MT  0.99996279   +0 12 02.7
 AK7477;SPC FL E     - 1,374,060.28    793,496.55   sFT  0.99996279   +0 12 02.7
 AK7477;UTM  17      - 3,109,803.495   541,843.951   MT  0.99962161   +0 12 02.7
 AK7477
 AK7477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7477!SPC FL E     -   1.00000380  x   0.99996279  =   0.99996658
 AK7477!UTM  17      -   1.00000380  x   0.99962161  =   0.99962540
 AK7477
 AK7477                          SUPERSEDED SURVEY CONTROL
 AK7477
 AK7477  NAD 83(1990)-  28 06 47.12824(N)    080 34 26.32089(W) AD(       ) 1
 AK7477  NAD 83(1990)-  28 06 47.12824(N)    080 34 26.32089(W) AD(       ) 1
 AK7477
 AK7477.Superseded values are not recommended for survey control.
 AK7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7477.See file dsdata.txt to determine how the superseded data were derived.
 AK7477
 AK7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4184409803(NAD 83)
 AK7477_MARKER: DD = SURVEY DISK
 AK7477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK7477_STAMPING: 70 80 A 35
 AK7477_MARK LOGO: FLDT  
 AK7477_PROJECTION: RECESSED 10 CENTIMETERS
 AK7477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7477+STABILITY: SURFACE MOTION
 AK7477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7477+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 AK7477
 AK7477  HISTORY     - Date     Condition        Report By
 AK7477  HISTORY     - UNK      MONUMENTED       FLDNR
 AK7477  HISTORY     - 19930810 GOOD             GEOBAS
 AK7477  HISTORY     - 19970319 MARK NOT FOUND   USPSQD
 AK7477  HISTORY     - 20020325 MARK NOT FOUND   USPSQD
 AK7477  HISTORY     - 20030303 GOOD             USPSQD
 AK7477  HISTORY     - 20040204 GOOD             USPSQD
 AK7477  HISTORY     - 20050510 GOOD             USPSQD
 AK7477
 AK7477                          STATION DESCRIPTION
 AK7477
 AK7477'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7477'THE STATION IS LOCATED ABOUT 4 MI (6.44 KM) SOUTH-SOUTHEAST OF
 AK7477'SATELLITE BEACH, 4 MI (6.44 KM) SOUTHEAST OF EAU GALLIE AND 1 MI
 AK7477'(1.61 KM) NORTH-NORTHWEST OF INDIALANTIC IN THE RIGHT OF WAY OF STATE
 AK7477'ROAD A1A.
 AK7477'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND
 AK7477'STATE ROAD A1A AT INDIALANTIC, GO NORTHERLY ON STATE ROAD A1A, 1.5 MI
 AK7477'(2.41 KM) TO THE STATION ON LEFT.
 AK7477'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 80 A 35--- SET IN
 AK7477'THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 AK7477'THE GROUND. IT IS 16.4 FT (5.00 M) EAST OF A METAL WITNESS POST, 17
 AK7477'FT (5.18 M)EAST OF THE CENTER OF A CONCRETE SIDEWALK, 200 FT
 AK7477'(60.96 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF PINE TREE DRIVE AND
 AK7477'15.7 FT (4.79 M) WEST OF THE CENTER OF THE SOUTHBOUND LANE OF STATE
 AK7477'ROAD A1A.
 AK7477'REFERENCES--
 AK7477'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7477'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 75 DEGREES AT
 AK7477'6.15 FT (1.87 M).
 AK7477'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST FACE OF A
 AK7477'POWER POLE ON A MAGNETIC AZIMUTH OF 174 DEGREES AT 108.43 FT
 AK7477'(33.05 M).
 AK7477'X-CUT SET IN EAST SIDE OF A CONCRETE SIDEWALK ON A MAGNETIC AZIMUTH OF
 AK7477'330 DEGREES AT 29.56 FT (9.01 M).
 AK7477
 AK7477                          STATION RECOVERY (1997)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7477'MARK NOT FOUND.
 AK7477
 AK7477                          STATION RECOVERY (2002)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2002 (EH)
 AK7477'MARK NOT FOUND.
 AK7477
 AK7477                          STATION RECOVERY (2003)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2003
 AK7477'RECOVERED IN GOOD CONDITION.
 AK7477
 AK7477                          STATION RECOVERY (2004)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2004 (RS)
 AK7477'RECOVERED IN GOOD CONDITION.
 AK7477
 AK7477                          STATION RECOVERY (2005)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGH)
 AK7477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7732 ***********************************************************************
 AF7732  DESIGNATION -  70 80 A 50
 AF7732  PID         -  AF7732
 AF7732  STATE/COUNTY-  FL/BREVARD
 AF7732  USGS QUAD   -  GRANT (1970)
 AF7732
 AF7732                         *CURRENT SURVEY CONTROL
 AF7732  ___________________________________________________________________
 AF7732* NAD 83(1999)-  27 59 59.62529(N)    080 31 31.30325(W)     ADJUSTED  
 AF7732* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 AF7732  ___________________________________________________________________
 AF7732  X           -     927,699.108 (meters)                     COMP
 AF7732  Y           -  -5,558,825.990 (meters)                     COMP
 AF7732  Z           -   2,976,484.346 (meters)                     COMP
 AF7732  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AF7732  ELLIP HEIGHT-         -22.89  (meters)          (06/11/02) GPS OBS
 AF7732  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AF7732
 AF7732  HORZ ORDER  -  FIRST
 AF7732  ELLP ORDER  -  FOURTH    CLASS I
 AF7732
 AF7732.The horizontal coordinates were established by GPS observations
 AF7732.and adjusted by the National Geodetic Survey in June 2002..
 AF7732
 AF7732.The orthometric height was determined by GPS observations and a
 AF7732.high-resolution geoid model.
 AF7732
 AF7732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7732
 AF7732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7732
 AF7732.The ellipsoidal height was determined by GPS observations
 AF7732.and is referenced to NAD 83.
 AF7732
 AF7732.The geoid height was determined by GEOID03.
 AF7732
 AF7732;                    North         East     Units Scale Factor Converg.
 AF7732;SPC FL E     -   406,288.232   246,683.878   MT  0.99996807   +0 13 22.2
 AF7732;SPC FL E     - 1,332,963.97    809,328.69   sFT  0.99996807   +0 13 22.2
 AF7732;UTM  17      - 3,097,281.590   546,667.950   MT  0.99962688   +0 13 22.2
 AF7732
 AF7732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7732!SPC FL E     -   1.00000360  x   0.99996807  =   0.99997167
 AF7732!UTM  17      -   1.00000360  x   0.99962688  =   0.99963047
 AF7732
 AF7732                          SUPERSEDED SURVEY CONTROL
 AF7732
 AF7732  NAD 83(1990)-  27 59 59.63567(N)    080 31 31.30049(W) AD(       ) 1
 AF7732  NAD 83(1990)-  27 59 59.63567(N)    080 31 31.30049(W) AD(       ) 1
 AF7732  ELLIP H (09/12/94)  -23.42   (m)                       GP(       ) 4 1
 AF7732
 AF7732.Superseded values are not recommended for survey control.
 AF7732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7732.See file dsdata.txt to determine how the superseded data were derived.
 AF7732
 AF7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4666897282(NAD 83)
 AF7732_MARKER: DD = SURVEY DISK
 AF7732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF7732_STAMPING: 70 80 A 50
 AF7732_MARK LOGO: FLDT  
 AF7732_PROJECTION: RECESSED 8 CENTIMETERS
 AF7732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7732+STABILITY: SURFACE MOTION
 AF7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7732+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1993
 AF7732
 AF7732  HISTORY     - Date     Condition        Report By
 AF7732  HISTORY     - UNK      MONUMENTED       FLDT
 AF7732  HISTORY     - 19930809 GOOD             GEOBAS
 AF7732
 AF7732                          STATION DESCRIPTION
 AF7732
 AF7732'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AF7732'THE STATION IS LOCATED ABOUT 7 MI (11.27 KM) SOUTH-SOUTHEAST OF
 AF7732'MELBOURNE, 2 MI (3.22 KM) EAST-SOUTHEAST OF MALABAR AND 7 MI
 AF7732'(11.27 KM) SOUTH-SOUTHEAST OF INDIALANTIC, IN THE RIGHT OF WAY OF
 AF7732'STATE ROAD A1A.
 AF7732'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND
 AF7732'STATE ROAD A1A AT INDIALANTIC, GO SOUTH ON STATE ROAD A1A, 5.9 MI
 AF7732'(9.49 KM) TO A CATHOLIC CHURCH ON RIGHT, CONTINUE SOUTH ON STATE ROAD
 AF7732'A1A, 1.3 MI (2.09 KM) TO THE STATION ON RIGHT.
 AF7732'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 80 A 50--- SET IN
 AF7732'A 12 INCH ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.
 AF7732'IT IS 14.9 FT (4.54 M) EAST OF A POWER POLE, 15.3 FT (4.66 M) EAST OF
 AF7732'A METAL WITNESS POST AND 18.1 FT (5.52 M) WEST OF THE CENTER OF STATE
 AF7732'ROAD A1A.
 AF7732'REFERENCE MARK NUMBER 1 AND 2 WERE FOUND DESTROYED.
 AF7732'REFERENCES--
 AF7732'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AF7732'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 10 DEGREES AT
 AF7732'10.68 FT (3.26 M).
 AF7732'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AF7732'PAVEMENT ON STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 130 DEGREES AT
 AF7732'10.25 FT (3.12 M).
 AF7732'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTH FACE OF A
 AF7732'POWER POLE ON A MAGNETIC AZIMUTH OF 250 DEGREES AT 15.40 FT (4.69 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8684 ***********************************************************************
 DG8684  DESIGNATION -  70 80 A 58
 DG8684  PID         -  DG8684
 DG8684  STATE/COUNTY-  FL/BREVARD
 DG8684  USGS QUAD   -  SEBASTIAN NW (1992)
 DG8684
 DG8684                         *CURRENT SURVEY CONTROL
 DG8684  ___________________________________________________________________
 DG8684* NAD 83(1999)-  27 56 40.60246(N)    080 29 44.53077(W)     ADJUSTED  
 DG8684* NAVD 88     -         3.2    (meters)      10.     (feet)  GPS OBS   
 DG8684  ___________________________________________________________________
 DG8684  X           -     931,050.697 (meters)                     COMP
 DG8684  Y           -  -5,561,177.429 (meters)                     COMP
 DG8684  Z           -   2,971,072.626 (meters)                     COMP
 DG8684  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DG8684  ELLIP HEIGHT-         -24.90  (meters)          (12/30/04) GPS OBS
 DG8684  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DG8684
 DG8684  HORZ ORDER  -  FIRST
 DG8684  ELLP ORDER  -  FOURTH    CLASS I
 DG8684
 DG8684.The horizontal coordinates were established by GPS observations
 DG8684.and adjusted by the CREECH ENGINEERS INC in December 2004..
 DG8684
 DG8684.The orthometric height was determined by GPS observations and a
 DG8684.high-resolution geoid model.
 DG8684
 DG8684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8684
 DG8684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8684
 DG8684.The ellipsoidal height was determined by GPS observations
 DG8684.and is referenced to NAD 83.
 DG8684
 DG8684.The geoid height was determined by GEOID03.
 DG8684
 DG8684;                    North         East     Units Scale Factor Converg.
 DG8684;SPC FL E     -   400,173.628   249,626.379   MT  0.99997156   +0 14 10.8
 DG8684;SPC FL E     - 1,312,902.98    818,982.55   sFT  0.99997156   +0 14 10.8
 DG8684;UTM  17      - 3,091,169.071   549,609.446   MT  0.99963038   +0 14 10.8
 DG8684
 DG8684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8684!SPC FL E     -   1.00000391  x   0.99997156  =   0.99997547
 DG8684!UTM  17      -   1.00000391  x   0.99963038  =   0.99963429
 DG8684
 DG8684                          SUPERSEDED SURVEY CONTROL
 DG8684
 DG8684.No superseded survey control is available for this station.
 DG8684
 DG8684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4960991169(NAD 83)
 DG8684_MARKER: DD = SURVEY DISK
 DG8684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8684_STAMPING: 70 80 A 58
 DG8684_MARK LOGO: FLDT  
 DG8684_PROJECTION: FLUSH
 DG8684_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8684+STABILITY: SURFACE MOTION
 DG8684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8684+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 DG8684
 DG8684  HISTORY     - Date     Condition        Report By
 DG8684  HISTORY     - UNK      MONUMENTED       FLDT
 DG8684  HISTORY     - 20040526 GOOD             FL-009
 DG8684
 DG8684                          STATION DESCRIPTION
 DG8684
 DG8684'DESCRIBED BY BREVARD COUNTY FLORIDA 2004 (SRV)
 DG8684'DESCRIBED BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT.  2003
 DG8684'(SRV)
 DG8684' 
 DG8684'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF MICCO, 6 MI (9.7
 DG8684'KM) SOUTH SOUTHEAST OF  MALABAR AND 6 MI (9.7 KM) NORTH NORTHWEST OF
 DG8684'SEBASTIAN INLET, IN THE RIGHT-OF-WAY OF  STATE ROAD A1A.
 DG8684' 
 DG8684'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTE 192 AND STATE
 DG8684'ROAD A1A AT  INDIALANTIC, GO SOUTHERLY ON STATE ROAD A1A FOR 11.5 MI
 DG8684'(18.5 KM) TO STATION ON LEFT, ON THE  SOUTH SIDE OF A DRIVEWAY AT A
 DG8684'CAUTION LIGHT AND ACROSS HIGHWAY FROM A FINA SUERVICE  STATION.
 DG8684' 
 DG8684'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPOTATION BRASS
 DG8684'DISK, STAMPED  ---70 80 A 58--- IN THE TOP OF A 12-INCH ROUND CONCRETE
 DG8684'MONUMENT THAT IS 2-INCHES BELOW THE  GROUND. IT IS 19.0 FEET (5.8 M)
 DG8684'EAST OF THE CENTER OF STATE ROAD A1A AND 60.0 FT (18.3 M) SOUTH  OF
 DG8684'THE CENTER OF FONTAINE STREET.
 DG8684' 
 DG8684'REFERENCES--
 DG8684' 
 DG8684'FLDNR BRASS DISK ---70 80 A 58 REF MK 2--- IN THE TOP OF A 4-INCH
 DG8684'SQUARE CONCRETE MONUMENT  THAT IS 2-INCHES BELOW THE GROUND ON A
 DG8684'MAGNETIC AZIMUTH OF 145 DEGREES AT 43.67 FT.
 DG8684' 
 DG8684'PK NAIL AND ---REF. PT. LB 3638--- DISK SET IN THE EAST EDGE OF
 DG8684'PAVEMENT OF STATE ROAD A1A ON  A MAGNETIC AZIMUTH OF 245 DEGREES AT
 DG8684'6.81 FT.
 DG8684' 
 DG8684'FLDNR BRASS DISK ---70 80 A 50 REF MK 2--- IN THE TOP OF A 4-INCH
 DG8684'SQUARE CONCRETE MONUMENT  THAT IS 1-INCH BELOW THE GROUND ON A
 DG8684'MAGNETIC AZIMUTH OF 345 DEGREES AT 43.48 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7492 ***********************************************************************
 AK7492  DESIGNATION -  70 92 GPS 16
 AK7492  PID         -  AK7492
 AK7492  STATE/COUNTY-  FL/BREVARD
 AK7492  USGS QUAD   -  SHARPES (1992)
 AK7492
 AK7492                         *CURRENT SURVEY CONTROL
 AK7492  ___________________________________________________________________
 AK7492* NAD 83(1999)-  28 26 00.53670(N)    080 45 37.50145(W)     ADJUSTED  
 AK7492* NAVD 88     -         5.5    (meters)      18.     (feet)  GPS OBS   
 AK7492  ___________________________________________________________________
 AK7492  X           -     901,238.595 (meters)                     COMP
 AK7492  Y           -  -5,540,161.218 (meters)                     COMP
 AK7492  Z           -   3,018,825.439 (meters)                     COMP
 AK7492  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AK7492  ELLIP HEIGHT-         -22.57  (meters)          (06/11/02) GPS OBS
 AK7492  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK7492
 AK7492  HORZ ORDER  -  FIRST
 AK7492  ELLP ORDER  -  FOURTH    CLASS I
 AK7492
 AK7492.The horizontal coordinates were established by GPS observations
 AK7492.and adjusted by the National Geodetic Survey in June 2002..
 AK7492
 AK7492.The orthometric height was determined by GPS observations and a
 AK7492.high-resolution geoid model.
 AK7492
 AK7492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7492
 AK7492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7492
 AK7492.The ellipsoidal height was determined by GPS observations
 AK7492.and is referenced to NAD 83.
 AK7492
 AK7492.The geoid height was determined by GEOID03.
 AK7492
 AK7492;                    North         East     Units Scale Factor Converg.
 AK7492;SPC FL E     -   454,269.327   223,469.505   MT  0.99994797   +0 06 50.7
 AK7492;SPC FL E     - 1,490,381.95    733,166.20   sFT  0.99994797   +0 06 50.7
 AK7492;UTM  17      - 3,145,246.314   523,461.497   MT  0.99960679   +0 06 50.7
 AK7492
 AK7492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7492!SPC FL E     -   1.00000355  x   0.99994797  =   0.99995152
 AK7492!UTM  17      -   1.00000355  x   0.99960679  =   0.99961033
 AK7492
 AK7492:                Primary Azimuth Mark                     Grid Az
 AK7492:SPC FL E     -  70 92 GPS 17                             345 00 55.2
 AK7492:UTM  17      -  70 92 GPS 17                             345 00 55.2
 AK7492
 AK7492|---------------------------------------------------------------------|
 AK7492| PID    Reference Object                     Distance      Geod. Az  |
 AK7492|                                                           dddmmss.s |
 AK7492| AK7493 70 92 GPS 17                        APPROX. 1.0 KM 3450745.9 |
 AK7492|---------------------------------------------------------------------|
 AK7492
 AK7492                          SUPERSEDED SURVEY CONTROL
 AK7492
 AK7492  NAD 83(1990)-  28 26 00.53594(N)    080 45 37.50119(W) AD(       ) 1
 AK7492  NAD 83(1990)-  28 26 00.53594(N)    080 45 37.50119(W) AD(       ) 1
 AK7492  ELLIP H (09/12/94)  -22.55   (m)                       GP(       ) 4 1
 AK7492
 AK7492.Superseded values are not recommended for survey control.
 AK7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7492.See file dsdata.txt to determine how the superseded data were derived.
 AK7492
 AK7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2346145246(NAD 83)
 AK7492_MARKER: DD = SURVEY DISK
 AK7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK7492_STAMPING: 70 92 GPS 16
 AK7492_MARK LOGO: FLDT  
 AK7492_PROJECTION: FLUSH
 AK7492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7492+STABILITY: SURFACE MOTION
 AK7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7492+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 AK7492
 AK7492  HISTORY     - Date     Condition        Report By
 AK7492  HISTORY     - UNK      MONUMENTED       FLDT
 AK7492  HISTORY     - 19930817 GOOD             GEOBAS
 AK7492  HISTORY     - 20030807 MARK NOT FOUND   USPSQD
 AK7492
 AK7492                          STATION DESCRIPTION
 AK7492
 AK7492'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7492'THE STATION IS LOCATED ABOUT 3 MI (4.83 KM) NORTH OF COCOA AND 11 MI
 AK7492'(17.70 KM) SOUTHEAST OF TITUSVILLE.
 AK7492'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7492'ROAD 528 IN SHARPES, GO NORTHERLY ON U.S. HIGHWAY 1, 2.4 MI (3.86 KM)
 AK7492'TO THE CHURCH OF GOD BUILDING AND THE STATION ON THE LEFT IN THE
 AK7492'MEDIAN.
 AK7492'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 16--- SET
 AK7492'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AK7492'IT IS 62.0 FT (18.90 M) SOUTH OF THE PROJECTED CENTER OF RENICK ROAD,
 AK7492'45.0 FT (13.72 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S.
 AK7492'HIGHWAY 1, 19.0 FT (5.79 M) WEST OF THE CENTER OF THE NORTHBOUND
 AK7492'LANES OF U.S. HIGHWAY 1 AND 12.0 FT (3.66 M) EAST OF A METAL WITNESS
 AK7492'POST.
 AK7492'REFERENCES--
 AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7492'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7492'AZIMUTH OF 80 DEGREES AT 7.91 FT (2.41 M).
 AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7492'PAVEMENT OF A LEFT TURN LANES OF THE SOUTHBOUND LANE OF U.S. HIGHWAY
 AK7492'1 ON A MAGNETIC AZIMUTH OF 225 DEGREES AT 32.44 FT (9.89 M).
 AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7492'PAVEMENT OF A LEFT TURN LANES OF THE SOUTHBOUND LANE OF U.S. HIGHWAY
 AK7492'1 ON A MAGNETIC AZIMUTH OF 280 DEGREES AT 32.60 FT (9.94 M).
 AK7492
 AK7492                          STATION RECOVERY (2003)
 AK7492
 AK7492'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK7492'CONCRETE MONUMENT IS THERE BUT DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7493 ***********************************************************************
 AK7493  DESIGNATION -  70 92 GPS 17
 AK7493  PID         -  AK7493
 AK7493  STATE/COUNTY-  FL/BREVARD
 AK7493  USGS QUAD   -  SHARPES (1992)
 AK7493
 AK7493                         *CURRENT SURVEY CONTROL
 AK7493  ___________________________________________________________________
 AK7493* NAD 83(1999)-  28 26 32.14509(N)    080 45 46.99707(W)     ADJUSTED  
 AK7493* NAVD 88     -         6.8    (meters)      22.     (feet)  GPS OBS   
 AK7493  ___________________________________________________________________
 AK7493  X           -     900,909.343 (meters)                     COMP
 AK7493  Y           -  -5,539,746.416 (meters)                     COMP
 AK7493  Z           -   3,019,681.684 (meters)                     COMP
 AK7493  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AK7493  ELLIP HEIGHT-         -21.32  (meters)          (06/11/02) GPS OBS
 AK7493  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK7493
 AK7493  HORZ ORDER  -  FIRST
 AK7493  ELLP ORDER  -  FOURTH    CLASS I
 AK7493
 AK7493.The horizontal coordinates were established by GPS observations
 AK7493.and adjusted by the National Geodetic Survey in June 2002..
 AK7493
 AK7493.The orthometric height was determined by GPS observations and a
 AK7493.high-resolution geoid model.
 AK7493
 AK7493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7493
 AK7493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7493
 AK7493.The ellipsoidal height was determined by GPS observations
 AK7493.and is referenced to NAD 83.
 AK7493
 AK7493.The geoid height was determined by GEOID03.
 AK7493
 AK7493;                    North         East     Units Scale Factor Converg.
 AK7493;SPC FL E     -   455,241.832   223,209.202   MT  0.99994782   +0 06 46.3
 AK7493;SPC FL E     - 1,493,572.58    732,312.19   sFT  0.99994782   +0 06 46.3
 AK7493;UTM  17      - 3,146,218.487   523,201.283   MT  0.99960664   +0 06 46.3
 AK7493
 AK7493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7493!SPC FL E     -   1.00000335  x   0.99994782  =   0.99995117
 AK7493!UTM  17      -   1.00000335  x   0.99960664  =   0.99960999
 AK7493
 AK7493:                Primary Azimuth Mark                     Grid Az
 AK7493:SPC FL E     -  70 92 GPS 16                             165 00 55.1
 AK7493:UTM  17      -  70 92 GPS 16                             165 00 55.1
 AK7493
 AK7493|---------------------------------------------------------------------|
 AK7493| PID    Reference Object                     Distance      Geod. Az  |
 AK7493|                                                           dddmmss.s |
 AK7493| AK7492 70 92 GPS 16                        APPROX. 1.0 KM 1650741.4 |
 AK7493|---------------------------------------------------------------------|
 AK7493
 AK7493                          SUPERSEDED SURVEY CONTROL
 AK7493
 AK7493  NAD 83(1990)-  28 26 32.14438(N)    080 45 46.99681(W) AD(       ) 1
 AK7493  NAD 83(1990)-  28 26 32.14438(N)    080 45 46.99681(W) AD(       ) 1
 AK7493  ELLIP H (09/12/94)  -21.30   (m)                       GP(       ) 4 1
 AK7493
 AK7493.Superseded values are not recommended for survey control.
 AK7493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7493.See file dsdata.txt to determine how the superseded data were derived.
 AK7493
 AK7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2320146218(NAD 83)
 AK7493_MARKER: DD = SURVEY DISK
 AK7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK7493_STAMPING: 70 92 GPS 17
 AK7493_MARK LOGO: FLDT  
 AK7493_PROJECTION: FLUSH
 AK7493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7493+STABILITY: SURFACE MOTION
 AK7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7493+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AK7493
 AK7493  HISTORY     - Date     Condition        Report By
 AK7493  HISTORY     - UNK      MONUMENTED       FLDT
 AK7493  HISTORY     - 19930817 GOOD             GEOBAS
 AK7493  HISTORY     - 20030808 GOOD             USPSQD
 AK7493  HISTORY     - 20040329 GOOD             FL-009
 AK7493
 AK7493                          STATION DESCRIPTION
 AK7493
 AK7493'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7493'THE STATION IS LOCATED ABOUT 4 MI (6.44 KM) NORTH OF COCOA AND 10 MI
 AK7493'(16.09 KM) SOUTHEAST OF TITUSVILLE.
 AK7493'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7493'ROAD 528 IN SHARPES, GO NORTHERLY ON U.S. HIGHWAY 1, 3.05 MI
 AK7493'(4.91 KM) TO THE STATION ON THE LEFT IN THE MEDIAN, JUST NORTHEAST OF
 AK7493'SAM SNEAD GOLF COURSE.
 AK7493'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 17--- SET
 AK7493'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AK7493'IT IS 220.0 FT (67.06 M) NORTH OF THE PROJECTED CENTER OF FAIRVIEW
 AK7493'DRIVE, 37.0 FT (11.28 M) SOUTH OF THE PROJECTED CENTER OF CAREY
 AK7493'MEDICAL CENTER DRIVEWAY, NUMBER 4360, 32.5 FT (9.91 M) WEST OF THE
 AK7493'CENTER OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1, 30.5 FT (9.30 M)
 AK7493'EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 AND 3.0
 AK7493'FT (0.91 M) WEST OF A METAL WITNESS POST.
 AK7493'REFERENCES--
 AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7493'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7493'AZIMUTH OF 40 DEGREES AT 23.93 FT (7.29 M).
 AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7493'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7493'AZIMUTH OF 130 DEGREES AT 24.38 FT (7.43 M).
 AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7493'PAVEMENT OF A LEFT TURN LANE FOR THE SOUTHBOUND LANES OF U.S. HIGHWAY
 AK7493'1 ON A MAGNETIC AZIMUTH OF 265 DEGREES AT 7.38 FT (2.25 M).
 AK7493
 AK7493                          STATION RECOVERY (2003)
 AK7493
 AK7493'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK7493'CAREY MEDICAL CENTER IS NOW KROEN NEUROLOGICAL CENTER
 AK7493
 AK7493                          STATION RECOVERY (2004)
 AK7493
 AK7493'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7493'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK7493'(SRV)
 AK7493' 
 AK7493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7494 ***********************************************************************
 AK7494  DESIGNATION -  70 92 GPS 18
 AK7494  PID         -  AK7494
 AK7494  STATE/COUNTY-  FL/BREVARD
 AK7494  USGS QUAD   -  TITUSVILLE (1988)
 AK7494
 AK7494                         *CURRENT SURVEY CONTROL
 AK7494  ___________________________________________________________________
 AK7494* NAD 83(1999)-  28 31 05.16612(N)    080 47 11.02043(W)     ADJUSTED  
 AK7494* NAVD 88     -         8.1    (meters)      27.     (feet)  GPS OBS   
 AK7494  ___________________________________________________________________
 AK7494  X           -     898,011.063 (meters)                     COMP
 AK7494  Y           -  -5,536,157.839 (meters)                     COMP
 AK7494  Z           -   3,027,070.179 (meters)                     COMP
 AK7494  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AK7494  ELLIP HEIGHT-         -19.99  (meters)          (06/11/02) GPS OBS
 AK7494  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AK7494
 AK7494  HORZ ORDER  -  FIRST
 AK7494  ELLP ORDER  -  FOURTH    CLASS I
 AK7494
 AK7494.The horizontal coordinates were established by GPS observations
 AK7494.and adjusted by the National Geodetic Survey in June 2002..
 AK7494
 AK7494.The orthometric height was determined by GPS observations and a
 AK7494.high-resolution geoid model.
 AK7494
 AK7494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7494
 AK7494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7494
 AK7494.The ellipsoidal height was determined by GPS observations
 AK7494.and is referenced to NAD 83.
 AK7494
 AK7494.The geoid height was determined by GEOID03.
 AK7494
 AK7494;                    North         East     Units Scale Factor Converg.
 AK7494;SPC FL E     -   463,642.135   220,908.078   MT  0.99994657   +0 06 07.1
 AK7494;SPC FL E     - 1,521,132.57    724,762.59   sFT  0.99994657   +0 06 07.1
 AK7494;UTM  17      - 3,154,615.924   520,900.944   MT  0.99960539   +0 06 07.1
 AK7494
 AK7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7494!SPC FL E     -   1.00000314  x   0.99994657  =   0.99994971
 AK7494!UTM  17      -   1.00000314  x   0.99960539  =   0.99960853
 AK7494
 AK7494:                Primary Azimuth Mark                     Grid Az
 AK7494:SPC FL E     -  70 92 GPS 19                             345 52 59.7
 AK7494:UTM  17      -  70 92 GPS 19                             345 52 59.7
 AK7494
 AK7494|---------------------------------------------------------------------|
 AK7494| PID    Reference Object                     Distance      Geod. Az  |
 AK7494|                                                           dddmmss.s |
 AK7494| AK7495 70 92 GPS 19                        APPROX. 1.1 KM 3455906.8 |
 AK7494|---------------------------------------------------------------------|
 AK7494
 AK7494                          SUPERSEDED SURVEY CONTROL
 AK7494
 AK7494  NAD 83(1990)-  28 31 05.16561(N)    080 47 11.02047(W) AD(       ) 1
 AK7494  NAD 83(1990)-  28 31 05.16561(N)    080 47 11.02047(W) AD(       ) 1
 AK7494
 AK7494.Superseded values are not recommended for survey control.
 AK7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7494.See file dsdata.txt to determine how the superseded data were derived.
 AK7494
 AK7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2090154616(NAD 83)
 AK7494_MARKER: DD = SURVEY DISK
 AK7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK7494_STAMPING: 70 92 GPS 18
 AK7494_MARK LOGO: FLDT  
 AK7494_PROJECTION: FLUSH
 AK7494_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7494+STABILITY: SURFACE MOTION
 AK7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7494+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 AK7494
 AK7494  HISTORY     - Date     Condition        Report By
 AK7494  HISTORY     - UNK      MONUMENTED       FLDT
 AK7494  HISTORY     - 19930817 GOOD             GEOBAS
 AK7494
 AK7494                          STATION DESCRIPTION
 AK7494
 AK7494'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7494'THE STATION IS LOCATED 4.5 MI (7.24 KM) SOUTHEAST OF THE INTERSECTION
 AK7494'OF INTERSTATE 95 AND STATE ROAD 50 AT TITUSVILLE.
 AK7494'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7494'ROAD 405 (NASA CAUSEWAY), GO SOUTH ON U.S. HIGHWAY 1, 0.7 MI
 AK7494'(1.13 KM) TO THE STATION ON THE LEFT IN THE MEDIAN.
 AK7494'THE STATION IS A FL.D.O.T. DISK STAMPED ---70 92 GPS 18--- SET IN A
 AK7494'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 30.0 FT
 AK7494'(9.14 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY
 AK7494'1, 34.5 FT (10.52 M) WEST OF THE CENTER OF THE NORTHBOUND LANES OF U
 AK7494'.S. HIGHWAY 1, 108.0 FT (32.92 M) SOUTHWEST OF A UTILITY POLE AND
 AK7494'196.0 FT (59.74 M) NORTH OF THE PROJECTED CENTER OF HORIZON DRIVE.
 AK7494'REFERENCES--
 AK7494'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7494'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7494'AZIMUTH OF 40 DEGREES AT 28.83 FT (8.79 M).
 AK7494'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7494'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7494'AZIMUTH OF 110 DEGREES AT 28.52 FT (8.69 M).
 AK7494'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7494'PAVEMENT OF A TURN LANE FOR THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 ON
 AK7494'A MAGNETIC AZIMUTH OF 260 DEGREES AT 5.96 FT (1.82 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7495 ***********************************************************************
 AK7495  DESIGNATION -  70 92 GPS 19
 AK7495  PID         -  AK7495
 AK7495  STATE/COUNTY-  FL/BREVARD
 AK7495  USGS QUAD   -  TITUSVILLE (1988)
 AK7495
 AK7495                         *CURRENT SURVEY CONTROL
 AK7495  ___________________________________________________________________
 AK7495* NAD 83(1999)-  28 31 40.00296(N)    080 47 20.86621(W)     ADJUSTED  
 AK7495* NAVD 88     -        10.4    (meters)      34.     (feet)  GPS OBS   
 AK7495  ___________________________________________________________________
 AK7495  X           -     897,665.160 (meters)                     COMP
 AK7495  Y           -  -5,535,697.233 (meters)                     COMP
 AK7495  Z           -   3,028,013.604 (meters)                     COMP
 AK7495  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AK7495  ELLIP HEIGHT-         -17.63  (meters)          (06/11/02) GPS OBS
 AK7495  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AK7495
 AK7495  HORZ ORDER  -  FIRST
 AK7495  ELLP ORDER  -  FOURTH    CLASS I
 AK7495
 AK7495.The horizontal coordinates were established by GPS observations
 AK7495.and adjusted by the National Geodetic Survey in June 2002..
 AK7495
 AK7495.The orthometric height was determined by GPS observations and a
 AK7495.high-resolution geoid model.
 AK7495
 AK7495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7495
 AK7495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7495
 AK7495.The ellipsoidal height was determined by GPS observations
 AK7495.and is referenced to NAD 83.
 AK7495
 AK7495.The geoid height was determined by GEOID03.
 AK7495
 AK7495;                    North         East     Units Scale Factor Converg.
 AK7495;SPC FL E     -   464,714.073   220,638.492   MT  0.99994643   +0 06 02.6
 AK7495;SPC FL E     - 1,524,649.42    723,878.12   sFT  0.99994643   +0 06 02.6
 AK7495;UTM  17      - 3,155,687.496   520,631.450   MT  0.99960525   +0 06 02.6
 AK7495
 AK7495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7495!SPC FL E     -   1.00000277  x   0.99994643  =   0.99994920
 AK7495!UTM  17      -   1.00000277  x   0.99960525  =   0.99960802
 AK7495
 AK7495:                Primary Azimuth Mark                     Grid Az
 AK7495:SPC FL E     -  70 92 GPS 18                             165 52 59.5
 AK7495:UTM  17      -  70 92 GPS 18                             165 52 59.5
 AK7495
 AK7495|---------------------------------------------------------------------|
 AK7495| PID    Reference Object                     Distance      Geod. Az  |
 AK7495|                                                           dddmmss.s |
 AK7495| AK7494 70 92 GPS 18                        APPROX. 1.1 KM 1655902.1 |
 AK7495|---------------------------------------------------------------------|
 AK7495
 AK7495                          SUPERSEDED SURVEY CONTROL
 AK7495
 AK7495  NAD 83(1990)-  28 31 40.00226(N)    080 47 20.86626(W) AD(       ) 1
 AK7495  NAD 83(1990)-  28 31 40.00226(N)    080 47 20.86626(W) AD(       ) 1
 AK7495  ELLIP H (09/12/94)  -17.64   (m)                       GP(       ) 4 1
 AK7495
 AK7495.Superseded values are not recommended for survey control.
 AK7495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7495.See file dsdata.txt to determine how the superseded data were derived.
 AK7495
 AK7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2063155687(NAD 83)
 AK7495_MARKER: DD = SURVEY DISK
 AK7495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK7495_STAMPING: 70 92 GPS 19
 AK7495_MARK LOGO: FLDT  
 AK7495_PROJECTION: RECESSED 5 CENTIMETERS
 AK7495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7495+STABILITY: SURFACE MOTION
 AK7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7495+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AK7495
 AK7495  HISTORY     - Date     Condition        Report By
 AK7495  HISTORY     - UNK      MONUMENTED       FLDT
 AK7495  HISTORY     - 19930817 GOOD             GEOBAS
 AK7495  HISTORY     - 20020906 GOOD             FL-009
 AK7495  HISTORY     - 20040415 GOOD             FL-009
 AK7495
 AK7495                          STATION DESCRIPTION
 AK7495
 AK7495'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7495'THE STATION IS LOCATED 4 MI (6.44 KM) SOUTHEAST OF THE INTERSECTION OF
 AK7495'INTERSTATE 95 AND STATE ROAD 50 AT TITUSVILLE, AT THE INTERSECTION OF
 AK7495'U.S. HIGHWAY 1 AND STATE ROAD 405 (NASA CAUSEWAY), AND IS IN THE
 AK7495'MEDIAN OF STATE ROAD 405 AT THE EAST END OF THE BRIDGE.
 AK7495'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7495'ROAD 406, GO SOUTH ON U.S. HIGHWAY 1, 6.3 MI (10.14 KM) TO THE
 AK7495'STATION ON THE LEFT IN THE EAST BRIDGE MEDIAN.
 AK7495'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED ---70 92 GPS 19---
 AK7495'SET IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS RECESSED 2 INCHES
 AK7495'BELOW THE GROUND. IT IS 2.5 FT (0.76 M) EAST OF THE EASTERN MOST
 AK7495'CONCRETE BRIDGE WALL, 5.0 FT (1.52 M) NORTHEAST OF THE CENTER JOINT
 AK7495'OF THE BRIDGE WALL, 27.5 FT (8.38 M) SOUTH OF THE CENTER OF THE
 AK7495'WESTBOUND LANES OF STATE ROAD 405 AND 37.3 FEET NORTH OF THE CENTER
 AK7495'OF THE EASTBOUND LANES OF STATE ROAD 405.
 AK7495'REFERENCES--
 AK7495'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTH EDGE OF
 AK7495'PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 405 ON A MAGNETIC
 AK7495'AZIMUTH OF 0 DEGREES AT 15.92 FT (4.85 M).
 AK7495'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTH EDGE OF
 AK7495'PAVEMENT OF THE EASTBOUND LANES OF STATE ROAD 405 ON A MAGNETIC
 AK7495'AZIMUTH OF 150 DEGREES AT 39.24 FT (11.96 M).
 AK7495'FLORIDA S.R.D. BM DISK (NO STAMPING) FOUND IN THE NORTH HEAD WALL OF
 AK7495'THE BRIDGE FOR THE EASTBOUND LANES OF STATE ROAD 405 ON A MAGNETIC
 AK7495'AZIMUTH OF 220 DEGREES AT 22.42 FT (6.83 M).
 AK7495
 AK7495                          STATION RECOVERY (2002)
 AK7495
 AK7495'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV)
 AK7495'RECOVERED IN GOOD CONDITION.
 AK7495
 AK7495                          STATION RECOVERY (2004)
 AK7495
 AK7495'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7495'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK7495'(SRV)
 AK7495' 
 AK7495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7735 ***********************************************************************
 AF7735  DESIGNATION -  70 92 GPS 2
 AF7735  PID         -  AF7735
 AF7735  STATE/COUNTY-  FL/BREVARD
 AF7735  USGS QUAD   -  SEBASTIAN (1970)
 AF7735
 AF7735                         *CURRENT SURVEY CONTROL
 AF7735  ___________________________________________________________________
 AF7735* NAD 83(1999)-  27 51 55.78502(N)    080 29 37.52947(W)     ADJUSTED  
 AF7735* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 AF7735  ___________________________________________________________________
 AF7735  X           -     931,917.179 (meters)                     COMP
 AF7735  Y           -  -5,565,192.998 (meters)                     COMP
 AF7735  Z           -   2,963,324.793 (meters)                     COMP
 AF7735  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AF7735  ELLIP HEIGHT-         -24.56  (meters)          (05/31/01) GPS OBS
 AF7735  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AF7735
 AF7735  HORZ ORDER  -  FIRST
 AF7735  ELLP ORDER  -  FOURTH    CLASS I
 AF7735
 AF7735.The horizontal coordinates were established by GPS observations
 AF7735.and adjusted by the National Geodetic Survey in May 2001..
 AF7735
 AF7735.The orthometric height was determined by GPS observations and a
 AF7735.high-resolution geoid model.
 AF7735
 AF7735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7735
 AF7735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7735
 AF7735.The ellipsoidal height was determined by GPS observations
 AF7735.and is referenced to NAD 83.
 AF7735
 AF7735.The geoid height was determined by GEOID03.
 AF7735
 AF7735;                    North         East     Units Scale Factor Converg.
 AF7735;SPC FL E     -   391,407.275   249,854.018   MT  0.99997184   +0 14 11.8
 AF7735;SPC FL E     - 1,284,142.03    819,729.39   sFT  0.99997184   +0 14 11.8
 AF7735;UTM  17      - 3,082,405.710   549,837.008   MT  0.99963066   +0 14 11.8
 AF7735
 AF7735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7735!SPC FL E     -   1.00000386  x   0.99997184  =   0.99997570
 AF7735!UTM  17      -   1.00000386  x   0.99963066  =   0.99963452
 AF7735
 AF7735                          SUPERSEDED SURVEY CONTROL
 AF7735
 AF7735  NAD 83(1990)-  27 51 55.78456(N)    080 29 37.52884(W) AD(       ) 1
 AF7735  NAD 83(1990)-  27 51 55.78456(N)    080 29 37.52884(W) AD(       ) 1
 AF7735  ELLIP H (09/12/94)  -24.54   (m)                       GP(       ) 4 1
 AF7735
 AF7735.Superseded values are not recommended for survey control.
 AF7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7735.See file dsdata.txt to determine how the superseded data were derived.
 AF7735
 AF7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4983782406(NAD 83)
 AF7735_MARKER: DD = SURVEY DISK
 AF7735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF7735_STAMPING: 70 92 GPS 2
 AF7735_MARK LOGO: FLDT  
 AF7735_PROJECTION: FLUSH
 AF7735_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF7735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7735+STABILITY: SURFACE MOTION
 AF7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7735+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1998
 AF7735
 AF7735  HISTORY     - Date     Condition        Report By
 AF7735  HISTORY     - UNK      MONUMENTED       FLDT
 AF7735  HISTORY     - 19930811 GOOD             GEOBAS
 AF7735  HISTORY     - 19940930 GOOD             GCYI
 AF7735  HISTORY     - 19970409 GOOD             USPSQD
 AF7735  HISTORY     - 19980624 GOOD             GCYI
 AF7735
 AF7735                          STATION DESCRIPTION
 AF7735
 AF7735'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AF7735'THE STATION IS LOCATED ABOUT 3 MI (4.83 KM) WEST OF SEBASTIAN INLET
 AF7735'AND 10 MI (16.09 KM) SOUTHEAST OF MALABAR IN THE RIGHT OF WAY OF U.S.
 AF7735'HIGHWAY 1.
 AF7735'TO REACH THE STATION FROM THE INDIAN RIVER-BREVARD COUNTY LINE AND U
 AF7735'.S. HIGHWAY 1, GO NORTHERLY ON U.S. HIGHWAY 1, 0.65 MI (1.05 KM) TO
 AF7735'HOUSE NUMBER 8940 AND THE STATION ON THE LEFT IN THE MEDIAN.
 AF7735'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 2--- SET IN
 AF7735'A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT
 AF7735'IS 55.5 FT (16.92 M) SOUTH OF THE PROJECTED CENTER OF 12TH STREET,
 AF7735'37.5 FT (11.43 M) WEST-SOUTHWEST OF THE CENTER OF THE NORTHBOUND
 AF7735'LANES OF U.S. HIGHWAY 1, 28.0 FT (8.53 M) EAST-NORTHEAST OF THE
 AF7735'CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 AND 5.0 FT (1.52 M)
 AF7735'SOUTH OF A METAL WITNESS POST.
 AF7735'REFERENCES--
 AF7735'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF THE
 AF7735'WEST TRAVEL LANE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A
 AF7735'MAGNETIC AZIMUTH OF 110 DEGREES AT 32.25 FT (9.83 M).
 AF7735'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AF7735'PAVEMENT OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AF7735'AZIMUTH OF 220 DEGREES AT 19.83 FT (6.04 M).
 AF7735'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTH EDGE OF
 AF7735'PAVEMENT OF A PAVED MEDIAN CROSSING FOR U.S. HIGHWAY 1 ON A MAGNETIC
 AF7735'AZIMUTH OF 348 DEGREES AT 11.75 FT (3.58 M).
 AF7735
 AF7735                          STATION RECOVERY (1994)
 AF7735
 AF7735'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (MRL)
 AF7735'RECOVERED AS DESCRIBED.
 AF7735
 AF7735                          STATION RECOVERY (1997)
 AF7735
 AF7735'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF7735'RECOVERED IN GOOD CONDITION.
 AF7735
 AF7735                          STATION RECOVERY (1998)
 AF7735
 AF7735'RECOVERY NOTE BY G.C.Y., INCORPORATED 1998 (PA)
 AF7735'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1942 ***********************************************************************
 AG1942  DESIGNATION -  70 S CO
 AG1942  PID         -  AG1942
 AG1942  STATE/COUNTY-  FL/SARASOTA
 AG1942  USGS QUAD   -  BEE RIDGE (1987)
 AG1942
 AG1942                         *CURRENT SURVEY CONTROL
 AG1942  ___________________________________________________________________
 AG1942* NAD 83(1986)-  27 17 29.     (N)    082 29 21.     (W)     SCALED    
 AG1942* NAVD 88     -        10.737  (meters)      35.23   (feet)  ADJUSTED  
 AG1942  ___________________________________________________________________
 AG1942  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG1942  DYNAMIC HT  -          10.720 (meters)      35.17  (feet)  COMP
 AG1942  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 AG1942
 AG1942  VERT ORDER  -  FIRST     CLASS I
 AG1942
 AG1942.The horizontal coordinates were scaled from a topographic map and have
 AG1942.an estimated accuracy of +/- 6 seconds.
 AG1942
 AG1942.The orthometric height was determined by differential leveling
 AG1942.and adjusted by the National Geodetic Survey in June 1991..
 AG1942
 AG1942.The geoid height was determined by GEOID03.
 AG1942
 AG1942.The dynamic height is computed by dividing the NAVD 88
 AG1942.geopotential number by the normal gravity value computed on the
 AG1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1942.degrees latitude (g = 980.6199 gals.).
 AG1942
 AG1942.The modeled gravity was interpolated from observed gravity values.
 AG1942
 AG1942;                    North         East    Units  Estimated Accuracy
 AG1942;SPC FL W     -   327,790.      151,580.      MT  (+/- 180 meters Scaled)
 AG1942
 AG1942                          SUPERSEDED SURVEY CONTROL
 AG1942
 AG1942  NGVD 29 (??/??/92)   11.06   (m)           36.3    (f) COMPUTED    1 1
 AG1942
 AG1942.Superseded values are not recommended for survey control.
 AG1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1942.See file dsdata.txt to determine how the superseded data were derived.
 AG1942
 AG1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526195(NAD 83)
 AG1942_MARKER: DD = SURVEY DISK
 AG1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1942_STAMPING: 36.25
 AG1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1942+STABILITY: SURFACE MOTION
 AG1942
 AG1942  HISTORY     - Date     Condition        Report By
 AG1942  HISTORY     - UNK      MONUMENTED       LOCENG
 AG1942  HISTORY     - 1966     GOOD             NGS
 AG1942  HISTORY     - 1977     GOOD             LOCSUR
 AG1942  HISTORY     - 19971110 GOOD             USPSQD
 AG1942  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AG1942
 AG1942                          STATION DESCRIPTION
 AG1942
 AG1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1942'6 MI SE FROM SARASOTA.
 AG1942'5.75 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 AG1942'THE STATION AT SARASOTA, THENCE ABOUT 0.25 MILE WEST ALONG
 AG1942'WILKINSON ROAD, NEAR THE INTERSECTION OF SAWYER ROAD, 23.0
 AG1942'FEET NORTH OF THE CENTER LINE OF WILKINSON ROAD, 22.8 FEET WEST
 AG1942'OF THE CENTER LINE OF SAWYER ROAD, 3 FEET NORTHEAST OF A POWER
 AG1942'LINE POLE, 55 FEET NORTH OF AND ACROSS WILKINSON ROAD FROM BENCH
 AG1942'MARK X 93, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AG1942'ABOVE THE LEVEL OF THE GROUND AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 AG1942'OF SAWYER ROAD.
 AG1942
 AG1942                          STATION RECOVERY (1977)
 AG1942
 AG1942'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1942'RECOVERED IN GOOD CONDITION.
 AG1942
 AG1942                          STATION RECOVERY (1997)
 AG1942
 AG1942'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1942'RECOVERED IN GOOD CONDITION.
 AG1942
 AG1942                          STATION RECOVERY (2002)
 AG1942
 AG1942'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG1942'PROJECTING MARK REMOVED AND REPLACED WITH DISK AND NAIL BENCH MARK
 AG1942'LB6754 WAKN IS 2FT 9IN SOUTH OF MARK LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7108 ***********************************************************************
 AF7108  DESIGNATION -  71.00 FLDT
 AF7108  PID         -  AF7108
 AF7108  STATE/COUNTY-  FL/OSCEOLA
 AF7108  USGS QUAD   -  LAKE MARIAN NW (1972)
 AF7108
 AF7108                         *CURRENT SURVEY CONTROL
 AF7108  ___________________________________________________________________
 AF7108* NAD 83(1986)-  27 56 05.     (N)    081 07 37.     (W)     SCALED    
 AF7108* NAVD 88     -        21.356  (meters)      70.07   (feet)  ADJUSTED  
 AF7108  ___________________________________________________________________
 AF7108  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AF7108  DYNAMIC HT  -          21.324 (meters)      69.96  (feet)  COMP
 AF7108  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 AF7108
 AF7108  VERT ORDER  -  SECOND    CLASS II
 AF7108
 AF7108.The horizontal coordinates were scaled from a topographic map and have
 AF7108.an estimated accuracy of +/- 6 seconds.
 AF7108
 AF7108.The orthometric height was determined by differential leveling
 AF7108.and adjusted by the National Geodetic Survey in June 1991..
 AF7108
 AF7108.The geoid height was determined by GEOID03.
 AF7108
 AF7108.The dynamic height is computed by dividing the NAVD 88
 AF7108.geopotential number by the normal gravity value computed on the
 AF7108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7108.degrees latitude (g = 980.6199 gals.).
 AF7108
 AF7108.The modeled gravity was interpolated from observed gravity values.
 AF7108
 AF7108;                    North         East    Units  Estimated Accuracy
 AF7108;SPC FL E     -   398,980.      187,510.      MT  (+/- 180 meters Scaled)
 AF7108
 AF7108                          SUPERSEDED SURVEY CONTROL
 AF7108
 AF7108  NGVD 29 (09/01/92)   21.725  (m)           71.28   (f) ADJUSTED    2 2
 AF7108
 AF7108.Superseded values are not recommended for survey control.
 AF7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7108.See file dsdata.txt to determine how the superseded data were derived.
 AF7108
 AF7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML875899(NAD 83)
 AF7108_MARKER: DB = BENCH MARK DISK
 AF7108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7108_SP_SET: CONCRETE CULVERT
 AF7108_STAMPING: 71.00
 AF7108_MARK LOGO: FLDT  
 AF7108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7108+STABILITY: SURFACE MOTION
 AF7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7108+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AF7108
 AF7108  HISTORY     - Date     Condition        Report By
 AF7108  HISTORY     - UNK      MONUMENTED       FLDT
 AF7108  HISTORY     - 1983     GOOD             FLDNR
 AF7108  HISTORY     - 20050430 GOOD             GEOCAC
 AF7108
 AF7108                          STATION DESCRIPTION
 AF7108
 AF7108'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7108'9.75 MI WNW FROM KENANSVILLE.
 AF7108'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 523
 AF7108'(CANOE CREEK ROAD) IN KENANSVILLE, GO 9.75 MILES NORTH AND WEST
 AF7108'ALONG STATE ROAD 523 TO THE MARK.
 AF7108'THE MARK IS SET FLUSH IN A CONCRETE CULVERT.  THE MARK BEARS 19.9
 AF7108'FEET EAST-NORTHEAST OF STATE ROAD 523, 11.3 FEET NORTH-NORTHWEST
 AF7108'OF THE SOUTHEAST END OF THE CULVERT, AND 30.0 FEET SOUTH-SOUTHEAST
 AF7108'OF THE NORTHWEST END OF THE CULVERT.
 AF7108'THE MARK IS ABOVE LEVEL WITH GROUND.
 AF7108
 AF7108                          STATION RECOVERY (2005)
 AF7108
 AF7108'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AF7108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7107 ***********************************************************************
 AF7107  DESIGNATION -  71.68 FLDT
 AF7107  PID         -  AF7107
 AF7107  STATE/COUNTY-  FL/OSCEOLA
 AF7107  USGS QUAD   -  LAKE MARIAN NW (1972)
 AF7107
 AF7107                         *CURRENT SURVEY CONTROL
 AF7107  ___________________________________________________________________
 AF7107* NAD 83(1986)-  27 56 56.     (N)    081 08 13.     (W)     SCALED    
 AF7107* NAVD 88     -        21.586  (meters)      70.82   (feet)  ADJUSTED  
 AF7107  ___________________________________________________________________
 AF7107  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AF7107  DYNAMIC HT  -          21.554 (meters)      70.72  (feet)  COMP
 AF7107  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AF7107
 AF7107  VERT ORDER  -  SECOND    CLASS II
 AF7107
 AF7107.The horizontal coordinates were scaled from a topographic map and have
 AF7107.an estimated accuracy of +/- 6 seconds.
 AF7107
 AF7107.The orthometric height was determined by differential leveling
 AF7107.and adjusted by the National Geodetic Survey in June 1991..
 AF7107
 AF7107.The geoid height was determined by GEOID03.
 AF7107
 AF7107.The dynamic height is computed by dividing the NAVD 88
 AF7107.geopotential number by the normal gravity value computed on the
 AF7107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7107.degrees latitude (g = 980.6199 gals.).
 AF7107
 AF7107.The modeled gravity was interpolated from observed gravity values.
 AF7107
 AF7107;                    North         East    Units  Estimated Accuracy
 AF7107;SPC FL E     -   400,550.      186,520.      MT  (+/- 180 meters Scaled)
 AF7107
 AF7107                          SUPERSEDED SURVEY CONTROL
 AF7107
 AF7107  NGVD 29 (09/01/92)   21.955  (m)           72.03   (f) ADJUSTED    2 2
 AF7107
 AF7107.Superseded values are not recommended for survey control.
 AF7107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7107.See file dsdata.txt to determine how the superseded data were derived.
 AF7107
 AF7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML865915(NAD 83)
 AF7107_MARKER: DB = BENCH MARK DISK
 AF7107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7107_SP_SET: CONCRETE CULVERT
 AF7107_STAMPING: 71.68
 AF7107_MARK LOGO: FLDT  
 AF7107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7107+STABILITY: SURFACE MOTION
 AF7107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7107+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AF7107
 AF7107  HISTORY     - Date     Condition        Report By
 AF7107  HISTORY     - UNK      MONUMENTED       FLDT
 AF7107  HISTORY     - 1983     GOOD             FLDNR
 AF7107  HISTORY     - 20030205 GOOD             USPSQD
 AF7107
 AF7107                          STATION DESCRIPTION
 AF7107
 AF7107'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7107'10.9 MI WNW FROM KENANSVILLE.
 AF7107'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 523
 AF7107'(CANOE CREEK ROAD) IN KENANSVILLE, GO 10.9 MILES NORTH AND WEST
 AF7107'ALONG STATE ROAD 523 TO THE MARK.
 AF7107'THE MARK IS SET FLUSH IN A CONCRETE CULVERT.  THE MARK BEARS 21.3
 AF7107'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD 523, 9.8 FEET
 AF7107'NORTHWEST OF THE SOUTHEAST END OF THE CULVERT, AND 30.3 FEET
 AF7107'SOUTHEAST OF THE NORTHEAST END OF THE CULVERT.
 AF7107'THE MARK IS ABOVE LEVEL WITH GROUND.
 AF7107
 AF7107                          STATION RECOVERY (2003)
 AF7107
 AF7107'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 AF7107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4002 ***********************************************************************
 AB4002  DESIGNATION -  72 94 GPS 1
 AB4002  PID         -  AB4002
 AB4002  STATE/COUNTY-  FL/DUVAL
 AB4002  USGS QUAD   -  BALDWIN (1992)
 AB4002
 AB4002                         *CURRENT SURVEY CONTROL
 AB4002  ___________________________________________________________________
 AB4002* NAD 83(1999)-  30 18 09.47826(N)    081 58 58.34180(W)     ADJUSTED  
 AB4002* NAVD 88     -        25.0    (meters)      82.     (feet)  GPS OBS   
 AB4002  ___________________________________________________________________
 AB4002  X           -     768,670.492 (meters)                     COMP
 AB4002  Y           -  -5,457,536.905 (meters)                     COMP
 AB4002  Z           -   3,199,381.416 (meters)                     COMP
 AB4002  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AB4002  ELLIP HEIGHT-          -3.21  (meters)          (06/19/01) GPS OBS
 AB4002  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AB4002
 AB4002  HORZ ORDER  -  FIRST
 AB4002  ELLP ORDER  -  FOURTH    CLASS I
 AB4002
 AB4002.The horizontal coordinates were established by GPS observations
 AB4002.and adjusted by the National Geodetic Survey in June 2001..
 AB4002
 AB4002.The orthometric height was determined by GPS observations and a
 AB4002.high-resolution geoid model.
 AB4002
 AB4002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4002
 AB4002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4002
 AB4002.The ellipsoidal height was determined by GPS observations
 AB4002.and is referenced to NAD 83.
 AB4002
 AB4002.The geoid height was determined by GEOID03.
 AB4002
 AB4002;                    North         East     Units Scale Factor Converg.
 AB4002;SPC FL E     -   661,823.166   105,458.601   MT  1.00005141   -0 29 45.5
 AB4002;SPC FL E     - 2,171,331.50    345,992.09   sFT  1.00005141   -0 29 45.5
 AB4002;UTM  17      - 3,352,729.336   405,490.858   MT  0.99971019   -0 29 45.5
 AB4002
 AB4002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4002!SPC FL E     -   1.00000050  x   1.00005141  =   1.00005191
 AB4002!UTM  17      -   1.00000050  x   0.99971019  =   0.99971069
 AB4002
 AB4002:                Primary Azimuth Mark                     Grid Az
 AB4002:SPC FL E     -  72 94 GPS 2                              088 21 18.4
 AB4002:UTM  17      -  72 94 GPS 2                              088 21 18.4
 AB4002
 AB4002|---------------------------------------------------------------------|
 AB4002| PID    Reference Object                     Distance      Geod. Az  |
 AB4002|                                                           dddmmss.s |
 AB4002| AB4003 72 94 GPS 2                         APPROX. 1.0 KM 0875132.9 |
 AB4002|---------------------------------------------------------------------|
 AB4002
 AB4002                          SUPERSEDED SURVEY CONTROL
 AB4002
 AB4002  NAD 83(1990)-  30 18 09.47743(N)    081 58 58.34203(W) AD(       ) 1
 AB4002  ELLIP H (06/10/96)   -3.32   (m)                       GP(       ) 2 2
 AB4002
 AB4002.Superseded values are not recommended for survey control.
 AB4002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4002.See file dsdata.txt to determine how the superseded data were derived.
 AB4002
 AB4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0549152729(NAD 83)
 AB4002_MARKER: DD = SURVEY DISK
 AB4002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4002_SP_SET: CONCRETE SIDEWALK
 AB4002_STAMPING: 72 94 GPS 1
 AB4002_MARK LOGO: FLDT  
 AB4002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4002+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4002
 AB4002  HISTORY     - Date     Condition        Report By
 AB4002  HISTORY     - 1994     MONUMENTED       FLDT
 AB4002
 AB4002                          STATION DESCRIPTION
 AB4002
 AB4002'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4002'THE STATION IS LOCATED IN BALDWIN, SECTION 26, TOWNSHIP 2 SOUTH, RANGE
 AB4002'23 EAST. STATION IS 0.5 MI (0.8 KM) WEST OF RAILROAD CROSSING, IS IN
 AB4002'THE SOUTHEAST QUADRANT OF INTERSECTION OF U.S. HIGHWAY 301 SOUTH
 AB4002'(STATE ROAD 200) AND U.S. HIGHWAY 90 EAST (STATE ROAD 10), IS SOUTH OF
 AB4002'LOYDS PACKAGE STORE. LOCATED IN CONCRETE SIDEWALK, 39.5 FT (12.0 M)
 AB4002'SOUTH OF CENTERLINE OF U.S. HIGHWAY 90, 66.3 FT (20.2 M) NORTHWEST OF
 AB4002'FIRE HYDRANT, 79.0 FT (24.1 M) WEST OF CENTERLINE OF LIMA STREET,
 AB4002'173.0 FT (52.7 M) EAST OF CENTERLINE OF U.S. HIGHWAY 301. DESCRIBED BY
 AB4002'RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4003 ***********************************************************************
 AB4003  DESIGNATION -  72 94 GPS 2
 AB4003  PID         -  AB4003
 AB4003  STATE/COUNTY-  FL/DUVAL
 AB4003  USGS QUAD   -  BALDWIN (1992)
 AB4003
 AB4003                         *CURRENT SURVEY CONTROL
 AB4003  ___________________________________________________________________
 AB4003* NAD 83(1999)-  30 18 10.66641(N)    081 58 21.66841(W)     ADJUSTED  
 AB4003* NAVD 88     -        25.6    (meters)      84.     (feet)  GPS OBS   
 AB4003  ___________________________________________________________________
 AB4003  X           -     769,638.308 (meters)                     COMP
 AB4003  Y           -  -5,457,382.358 (meters)                     COMP
 AB4003  Z           -   3,199,413.292 (meters)                     COMP
 AB4003  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AB4003  ELLIP HEIGHT-          -2.64  (meters)          (06/19/01) GPS OBS
 AB4003  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AB4003
 AB4003  HORZ ORDER  -  FIRST
 AB4003  ELLP ORDER  -  FOURTH    CLASS I
 AB4003
 AB4003.The horizontal coordinates were established by GPS observations
 AB4003.and adjusted by the National Geodetic Survey in June 2001..
 AB4003
 AB4003.The orthometric height was determined by GPS observations and a
 AB4003.high-resolution geoid model.
 AB4003
 AB4003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4003
 AB4003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4003
 AB4003.The ellipsoidal height was determined by GPS observations
 AB4003.and is referenced to NAD 83.
 AB4003
 AB4003.The geoid height was determined by GEOID03.
 AB4003
 AB4003;                    North         East     Units Scale Factor Converg.
 AB4003;SPC FL E     -   661,851.315   106,438.842   MT  1.00004913   -0 29 27.0
 AB4003;SPC FL E     - 2,171,423.86    349,208.10   sFT  1.00004913   -0 29 27.0
 AB4003;UTM  17      - 3,352,757.476   406,470.765   MT  0.99970792   -0 29 27.0
 AB4003
 AB4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4003!SPC FL E     -   1.00000041  x   1.00004913  =   1.00004954
 AB4003!UTM  17      -   1.00000041  x   0.99970792  =   0.99970833
 AB4003
 AB4003:                Primary Azimuth Mark                     Grid Az
 AB4003:SPC FL E     -  72 94 GPS 1                              268 21 18.4
 AB4003:UTM  17      -  72 94 GPS 1                              268 21 18.4
 AB4003
 AB4003|---------------------------------------------------------------------|
 AB4003| PID    Reference Object                     Distance      Geod. Az  |
 AB4003|                                                           dddmmss.s |
 AB4003| AB4002 72 94 GPS 1                         APPROX. 1.0 KM 2675151.4 |
 AB4003|---------------------------------------------------------------------|
 AB4003
 AB4003                          SUPERSEDED SURVEY CONTROL
 AB4003
 AB4003  NAD 83(1990)-  30 18 10.66558(N)    081 58 21.66863(W) AD(       ) 1
 AB4003  ELLIP H (06/10/96)   -2.75   (m)                       GP(       ) 2 2
 AB4003
 AB4003.Superseded values are not recommended for survey control.
 AB4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4003.See file dsdata.txt to determine how the superseded data were derived.
 AB4003
 AB4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0647152757(NAD 83)
 AB4003_MARKER: DD = SURVEY DISK
 AB4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4003_STAMPING: 72 94 GPS 2
 AB4003_MARK LOGO: FLDT  
 AB4003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4003+STABILITY: SURFACE MOTION
 AB4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4003+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 AB4003
 AB4003  HISTORY     - Date     Condition        Report By
 AB4003  HISTORY     - 1994     MONUMENTED       FLDT
 AB4003  HISTORY     - 20050725 GOOD             JCLS
 AB4003
 AB4003                          STATION DESCRIPTION
 AB4003
 AB4003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4003'THE STATION IS LOCATED IN BALDWIN, SECTION 26, TOWNSHIP 2 SOUTH, RANGE
 AB4003'23 EAST. STATION IS 0.1 MI (0.2 KM) EAST OF RAILROAD CROSSING, IS IN A
 AB4003'TRIANGULAR SHAPED GRASS MEDIAN AT THE INTERSECTION OF U.S. HIGHWAY 301
 AB4003'NORTH (STATE ROAD 200) AND U.S. HIGHWAY 90 (STATE ROAD 10). LOCATED
 AB4003'19.0 FT (5.8 M) EAST OF CENTER OF MONITORING WELL, 24.0 FT (7.3 M)
 AB4003'NORTH OF CENTERLINE OF U.S. HIGHWAY 90 WESTBOUND LANE, 40.0 FT (12.2
 AB4003'M) WEST OF METAL SIGN POST, 53.5 FT (16.3 M) SOUTH OF THE CENTER OF A
 AB4003'STORM DRAIN DROP INLET WITH A STEEL GRATE. STATION IS RECESSED 0.4 FT
 AB4003'(12.2 CM) . DESCRIBED BY RLB.
 AB4003
 AB4003                          STATION RECOVERY (2005)
 AB4003
 AB4003'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (CEL)
 AB4003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4004 ***********************************************************************
 AB4004  DESIGNATION -  72 94 GPS 3
 AB4004  PID         -  AB4004
 AB4004  STATE/COUNTY-  FL/DUVAL
 AB4004  USGS QUAD   -  BALDWIN (1992)
 AB4004
 AB4004                         *CURRENT SURVEY CONTROL
 AB4004  ___________________________________________________________________
 AB4004* NAD 83(1999)-  30 21 20.49376(N)    081 56 58.28106(W)     ADJUSTED  
 AB4004* NAVD 88     -        23.5    (meters)      77.     (feet)  GPS OBS   
 AB4004  ___________________________________________________________________
 AB4004  X           -     771,430.876 (meters)                     COMP
 AB4004  Y           -  -5,454,146.246 (meters)                     COMP
 AB4004  Z           -   3,204,457.712 (meters)                     COMP
 AB4004  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AB4004  ELLIP HEIGHT-          -4.75  (meters)          (06/19/01) GPS OBS
 AB4004  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AB4004
 AB4004  HORZ ORDER  -  FIRST
 AB4004  ELLP ORDER  -  FOURTH    CLASS I
 AB4004
 AB4004.The horizontal coordinates were established by GPS observations
 AB4004.and adjusted by the National Geodetic Survey in June 2001..
 AB4004
 AB4004.The orthometric height was determined by GPS observations and a
 AB4004.high-resolution geoid model.
 AB4004
 AB4004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4004
 AB4004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4004
 AB4004.The ellipsoidal height was determined by GPS observations
 AB4004.and is referenced to NAD 83.
 AB4004
 AB4004.The geoid height was determined by GEOID03.
 AB4004
 AB4004;                    North         East     Units Scale Factor Converg.
 AB4004;SPC FL E     -   667,678.030   108,715.896   MT  1.00004394   -0 28 47.6
 AB4004;SPC FL E     - 2,190,540.34    356,678.74   sFT  1.00004394   -0 28 47.6
 AB4004;UTM  17      - 3,358,582.202   408,747.042   MT  0.99970273   -0 28 47.6
 AB4004
 AB4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4004!SPC FL E     -   1.00000075  x   1.00004394  =   1.00004469
 AB4004!UTM  17      -   1.00000075  x   0.99970273  =   0.99970348
 AB4004
 AB4004                          SUPERSEDED SURVEY CONTROL
 AB4004
 AB4004  NAD 83(1990)-  30 21 20.49295(N)    081 56 58.28140(W) AD(       ) 1
 AB4004  ELLIP H (06/10/96)   -4.87   (m)                       GP(       ) 2 2
 AB4004
 AB4004.Superseded values are not recommended for survey control.
 AB4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4004.See file dsdata.txt to determine how the superseded data were derived.
 AB4004
 AB4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0874758582(NAD 83)
 AB4004_MARKER: DD = SURVEY DISK
 AB4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4004_STAMPING: 72 94 GPS 3
 AB4004_MARK LOGO: FLDT  
 AB4004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4004+STABILITY: SURFACE MOTION
 AB4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4004+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4004
 AB4004  HISTORY     - Date     Condition        Report By
 AB4004  HISTORY     - 1994     MONUMENTED       FLDT
 AB4004
 AB4004                          STATION DESCRIPTION
 AB4004
 AB4004'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4004'THE STATION IS ABOUT 3.9 MI (6.3 KM) NORTHEAST OF BALDWIN IN SECTION
 AB4004'6, TOWNSHIP 2 SOUTH, RANGE 24 EAST. TO REACH THE STATION FROM THE
 AB4004'INTERSECTION OF U.S. HIGHWAY 301 NORTH (STATE ROAD 200) AND U.S.
 AB4004'HIGHWAY 90 (STATE ROAD 10) IN BALDWIN, GO 3.9 MI (6.3 KM) NORTHEAST
 AB4004'ALONG U.S. HIGHWAY 301 TO STATION ON THE EAST SHOULDER OF ROAD, IS 0.6
 AB4004'MI (1.0 KM) SOUTHWEST OF THE DUVAL AND NASSAU COUNTY LINE. LOCATED
 AB4004'60.7 FT (18.5 M) WEST OF METAL WITNESS POST, 38.5 FT (11.7 M) EAST OF
 AB4004'CENTERLINE OF U.S. HIGHWAY 301, 107.0 FT (32.6 M) SOUTHWEST OF UTILITY
 AB4004'POLE, 138.0 FT (42.1 M) NORTHWEST OF UTILITY POLE. STATION IS RECESSED
 AB4004'0.1 FT (3.0 CM) . DESCRIBED BY RLB
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4624 ***********************************************************************
 AC4624  DESIGNATION -  7295
 AC4624  PID         -  AC4624
 AC4624  STATE/COUNTY-  FL/MIAMI-DADE
 AC4624  USGS QUAD   -  GOULDS (1994)
 AC4624
 AC4624                         *CURRENT SURVEY CONTROL
 AC4624  ___________________________________________________________________
 AC4624* NAD 83(1990)-  25 36 48.05850(N)    080 23 02.80168(W)     ADJUSTED  
 AC4624* NAVD 88     -         3.955  (meters)      12.98   (feet)  ADJUSTED  
 AC4624  ___________________________________________________________________
 AC4624  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AC4624  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AC4624  DYNAMIC HT  -           3.949 (meters)      12.96  (feet)  COMP
 AC4624  MODELED GRAV-     979,002.4   (mgal)                       NAVD 88
 AC4624
 AC4624  HORZ ORDER  -  SECOND
 AC4624  VERT ORDER  -  FIRST     CLASS II
 AC4624
 AC4624.The horizontal coordinates were established by classical geodetic methods
 AC4624.and adjusted by the National Geodetic Survey in May 1991..
 AC4624
 AC4624.The orthometric height was determined by differential leveling
 AC4624.and adjusted by the National Geodetic Survey in May 1994..
 AC4624
 AC4624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4624
 AC4624.The geoid height was determined by GEOID03.
 AC4624
 AC4624.The dynamic height is computed by dividing the NAVD 88
 AC4624.geopotential number by the normal gravity value computed on the
 AC4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4624.degrees latitude (g = 980.6199 gals.).
 AC4624
 AC4624.The modeled gravity was interpolated from observed gravity values.
 AC4624
 AC4624;                    North         East     Units Scale Factor Converg.
 AC4624;SPC FL E     -   141,926.013   261,858.902   MT  0.99998841   +0 15 58.5
 AC4624;SPC FL E     -   465,635.59    859,115.41   sFT  0.99998841   +0 15 58.5
 AC4624;UTM  17      - 2,833,009.570   561,837.796   MT  0.99964722   +0 15 58.5
 AC4624
 AC4624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4624!SPC FL E     -   1.00000331  x   0.99998841  =   0.99999172
 AC4624!UTM  17      -   1.00000331  x   0.99964722  =   0.99965053
 AC4624
 AC4624                          SUPERSEDED SURVEY CONTROL
 AC4624
 AC4624  NAD 83(1986)-  25 36 48.05857(N)    080 23 02.80222(W) AD(       ) 2
 AC4624  NGVD 29 (06/19/89)    4.41   (m)           14.5    (f) LEVELING    3  
 AC4624
 AC4624.Superseded values are not recommended for survey control.
 AC4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4624.See file dsdata.txt to determine how the superseded data were derived.
 AC4624
 AC4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6183833010(NAD 83)
 AC4624_MARKER: DH = HORIZONTAL CONTROL DISK
 AC4624_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4624+WITH SETTING: PAVEMENT
 AC4624_SP_SET: MAT FOUNDATION
 AC4624_STAMPING: 7295 1988
 AC4624_MARK LOGO: NGS   
 AC4624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4624+STABILITY: SURFACE MOTION
 AC4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4624+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2002
 AC4624
 AC4624  HISTORY     - Date     Condition        Report By
 AC4624  HISTORY     - 1988     MONUMENTED       NGS
 AC4624  HISTORY     - 19930521 GOOD             NGS
 AC4624  HISTORY     - 20020119 GOOD             NGS
 AC4624
 AC4624                          STATION DESCRIPTION
 AC4624
 AC4624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC4624'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992)
 AC4624'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6
 AC4624'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM
 AC4624'(0.10 MI) WESTERLY ALONG RICHMOND DRIVE (SOUTHWEST 166TH STREET),
 AC4624'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ENTRANCE ROAD LEADING
 AC4624'TO THE U.S. NAVAL OBSERVATORY TIME SERVICE ALTERNATE STATION, IN TOP
 AC4624'OF AND 4.4 M (14.4 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A 15 BY
 AC4624'15-FOOT CONCRETE MAT FOUNDATION, 45.6 M (149.6 FT) SOUTHWEST OF THE
 AC4624'SOUTHEAST CORNER OF THE BUILDING, 19.8 M (65.0 FT) WEST OF THE CENTER
 AC4624'OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AC4624'FOUNDATION IS FLUSH WITH THE GROUND SURFACE.
 AC4624
 AC4624                          STATION RECOVERY (2002)
 AC4624
 AC4624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC4624'NAVAL OBSERVATORY NOW UNDER CONTROL OF UNIVERISTY OF MIAMI.  RMS 1, 3,
 AC4624'A, B, C AND D, AS WELL AS SITING POSTS, ARE ALL IN PLACE.  RM 2, WHICH
 AC4624'WAS ON A ROCK IN WOODS SOUTH OF MAIN STATION, WAS NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4835 ***********************************************************************
 AC4835  DESIGNATION -  7295 RM 1
 AC4835  PID         -  AC4835
 AC4835  STATE/COUNTY-  FL/MIAMI-DADE
 AC4835  USGS QUAD   -  GOULDS (1994)
 AC4835
 AC4835                         *CURRENT SURVEY CONTROL
 AC4835  ___________________________________________________________________
 AC4835* NAD 83(1986)-  25 36 49.     (N)    080 23 02.     (W)     SCALED    
 AC4835* NAVD 88     -         3.951  (meters)      12.96   (feet)  ADJUSTED  
 AC4835  ___________________________________________________________________
 AC4835  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AC4835  DYNAMIC HT  -           3.944 (meters)      12.94  (feet)  COMP
 AC4835  MODELED GRAV-     979,002.5   (mgal)                       NAVD 88
 AC4835
 AC4835  VERT ORDER  -  FIRST     CLASS II
 AC4835
 AC4835.The horizontal coordinates were scaled from a topographic map and have
 AC4835.an estimated accuracy of +/- 6 seconds.
 AC4835
 AC4835.The orthometric height was determined by differential leveling
 AC4835.and adjusted by the National Geodetic Survey in May 1994..
 AC4835
 AC4835.The geoid height was determined by GEOID03.
 AC4835
 AC4835.The dynamic height is computed by dividing the NAVD 88
 AC4835.geopotential number by the normal gravity value computed on the
 AC4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4835.degrees latitude (g = 980.6199 gals.).
 AC4835
 AC4835.The modeled gravity was interpolated from observed gravity values.
 AC4835
 AC4835;                    North         East    Units  Estimated Accuracy
 AC4835;SPC FL E     -   141,960.      261,880.      MT  (+/- 180 meters Scaled)
 AC4835
 AC4835                          SUPERSEDED SURVEY CONTROL
 AC4835
 AC4835.No superseded survey control is available for this station.
 AC4835
 AC4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ618330(NAD 83)
 AC4835_MARKER: DR = REFERENCE MARK DISK
 AC4835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4835_SP_SET: CONCRETE POST
 AC4835_STAMPING: 7295 NO 1 1988
 AC4835_MARK LOGO: NGS   
 AC4835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4835+STABILITY: SURFACE MOTION
 AC4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4835+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2002
 AC4835
 AC4835  HISTORY     - Date     Condition        Report By
 AC4835  HISTORY     - 1988     MONUMENTED       NGS
 AC4835  HISTORY     - 19930521 GOOD             NGS
 AC4835  HISTORY     - 20020119 GOOD             NGS
 AC4835
 AC4835                          STATION DESCRIPTION
 AC4835
 AC4835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC4835'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992)
 AC4835'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6
 AC4835'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM
 AC4835'(0.10 MI) WESTERLY ALONG RICHMOND DRIVE (SOUTHWEST 166TH STREET),
 AC4835'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ENTRANCE ROAD LEADING
 AC4835'TO THE U.S. NAVAL OBSERVATORY TIME SERVICE ALTERNATE STATION, 29.9 M
 AC4835'(98.1 FT) NORTH OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 23.2 M
 AC4835'(76.1 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 AC4835'1.8 M (5.9 FT) EAST OF THE CENTER OF THE ROAD, 0.8 M (2.6 FT) WEST OF
 AC4835'THE FENCE, AND THE MONUMENT IS FLUSH THE GROUND SURFACE.
 AC4835
 AC4835                          STATION RECOVERY (2002)
 AC4835
 AC4835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC4835'NAVAL OBSERVATORY NOW UNDER CONTROL OF UNIVERISTY OF MIAMI.  FENCES
 AC4835'HAVE BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1596 ***********************************************************************
 AQ1596  DESIGNATION -  73 77 A 01 FLDT
 AQ1596  PID         -  AQ1596
 AQ1596  STATE/COUNTY-  FL/FLAGLER
 AQ1596  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1596
 AQ1596                         *CURRENT SURVEY CONTROL
 AQ1596  ___________________________________________________________________
 AQ1596* NAD 83(1986)-  29 26 02.     (N)    081 06 20.     (W)     SCALED    
 AQ1596* NAVD 88     -         5.703  (meters)      18.71   (feet)  ADJUSTED  
 AQ1596  ___________________________________________________________________
 AQ1596  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ1596  DYNAMIC HT  -           5.695 (meters)      18.68  (feet)  COMP
 AQ1596  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 AQ1596
 AQ1596  VERT ORDER  -  SECOND    CLASS I
 AQ1596
 AQ1596.The horizontal coordinates were scaled from a topographic map and have
 AQ1596.an estimated accuracy of +/- 6 seconds.
 AQ1596
 AQ1596.The orthometric height was determined by differential leveling
 AQ1596.and adjusted by the National Geodetic Survey in June 1991..
 AQ1596
 AQ1596.The geoid height was determined by GEOID03.
 AQ1596
 AQ1596.The dynamic height is computed by dividing the NAVD 88
 AQ1596.geopotential number by the normal gravity value computed on the
 AQ1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1596.degrees latitude (g = 980.6199 gals.).
 AQ1596
 AQ1596.The modeled gravity was interpolated from observed gravity values.
 AQ1596
 AQ1596;                    North         East    Units  Estimated Accuracy
 AQ1596;SPC FL E     -   565,120.      189,760.      MT  (+/- 180 meters Scaled)
 AQ1596
 AQ1596                          SUPERSEDED SURVEY CONTROL
 AQ1596
 AQ1596  NGVD 29 (??/??/92)    6.027  (m)           19.77   (f) ADJ UNCH    2 1
 AQ1596
 AQ1596.Superseded values are not recommended for survey control.
 AQ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1596.See file dsdata.txt to determine how the superseded data were derived.
 AQ1596
 AQ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN897560(NAD 83)
 AQ1596_MARKER: DD = SURVEY DISK
 AQ1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1596_SP_SET: CONCRETE POST
 AQ1596_STAMPING: 73 77 A01
 AQ1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1596+STABILITY: SURFACE MOTION
 AQ1596
 AQ1596  HISTORY     - Date     Condition        Report By
 AQ1596  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1596  HISTORY     - 1990     GOOD             USPSQD
 AQ1596
 AQ1596                          STATION DESCRIPTION
 AQ1596
 AQ1596'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1596'3.6 MI SOUTH FROM FLAGLER BEACH.
 AQ1596'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1596'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.6 MILES. THE
 AQ1596'MARK BEARS 83 FEET NORTHEAST AND ACROSS ROAD FROM A POWERPOLE NUMBER
 AQ1596'401 DM 222, 25.8 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1596'25 FEET NORTH OF THE NORTH EDGE OF A WOODEN BOARDWALK.
 AQ1596
 AQ1596                          STATION RECOVERY (1990)
 AQ1596
 AQ1596'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1597 ***********************************************************************
 AQ1597  DESIGNATION -  73 77 A 01 RM 1 FLDT
 AQ1597  PID         -  AQ1597
 AQ1597  STATE/COUNTY-  FL/FLAGLER
 AQ1597  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1597
 AQ1597                         *CURRENT SURVEY CONTROL
 AQ1597  ___________________________________________________________________
 AQ1597* NAD 83(1986)-  29 26 02.     (N)    081 06 20.     (W)     SCALED    
 AQ1597* NAVD 88     -         5.805  (meters)      19.05   (feet)  ADJUSTED  
 AQ1597  ___________________________________________________________________
 AQ1597  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ1597  DYNAMIC HT  -           5.797 (meters)      19.02  (feet)  COMP
 AQ1597  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 AQ1597
 AQ1597  VERT ORDER  -  SECOND    CLASS I
 AQ1597
 AQ1597.The horizontal coordinates were scaled from a topographic map and have
 AQ1597.an estimated accuracy of +/- 6 seconds.
 AQ1597
 AQ1597.The orthometric height was determined by differential leveling
 AQ1597.and adjusted by the National Geodetic Survey in June 1991..
 AQ1597
 AQ1597.The geoid height was determined by GEOID03.
 AQ1597
 AQ1597.The dynamic height is computed by dividing the NAVD 88
 AQ1597.geopotential number by the normal gravity value computed on the
 AQ1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1597.degrees latitude (g = 980.6199 gals.).
 AQ1597
 AQ1597.The modeled gravity was interpolated from observed gravity values.
 AQ1597
 AQ1597;                    North         East    Units  Estimated Accuracy
 AQ1597;SPC FL E     -   565,120.      189,760.      MT  (+/- 180 meters Scaled)
 AQ1597
 AQ1597                          SUPERSEDED SURVEY CONTROL
 AQ1597
 AQ1597  NGVD 29 (??/??/92)    6.130  (m)           20.11   (f) ADJ UNCH    2 1
 AQ1597
 AQ1597.Superseded values are not recommended for survey control.
 AQ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1597.See file dsdata.txt to determine how the superseded data were derived.
 AQ1597
 AQ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN897560(NAD 83)
 AQ1597_MARKER: DD = SURVEY DISK
 AQ1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1597_SP_SET: 4X4 PRECAST
 AQ1597_STAMPING: 73 77 A01 RM NO 1
 AQ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1597+STABILITY: SURFACE MOTION
 AQ1597
 AQ1597  HISTORY     - Date     Condition        Report By
 AQ1597  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1597  HISTORY     - 1990     GOOD             USPSQD
 AQ1597
 AQ1597                          STATION DESCRIPTION
 AQ1597
 AQ1597'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1597'3.6 MI SOUTH FROM FLAGLER BEACH.
 AQ1597'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1597'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.6 MILES. THE
 AQ1597'MARK BEARS 84.6 FEET SOUTH OF A GUY WIRE POLE, AND 24.5 FEET EAST OF
 AQ1597'THE CENTERLINE OF STATE ROAD A1A.
 AQ1597
 AQ1597                          STATION RECOVERY (1990)
 AQ1597
 AQ1597'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1595 ***********************************************************************
 AQ1595  DESIGNATION -  73 77 A 01 RM 2 FLDT
 AQ1595  PID         -  AQ1595
 AQ1595  STATE/COUNTY-  FL/FLAGLER
 AQ1595  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1595
 AQ1595                         *CURRENT SURVEY CONTROL
 AQ1595  ___________________________________________________________________
 AQ1595* NAD 83(1986)-  29 26 02.     (N)    081 06 20.     (W)     SCALED    
 AQ1595* NAVD 88     -         5.694  (meters)      18.68   (feet)  ADJUSTED  
 AQ1595  ___________________________________________________________________
 AQ1595  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ1595  DYNAMIC HT  -           5.686 (meters)      18.65  (feet)  COMP
 AQ1595  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 AQ1595
 AQ1595  VERT ORDER  -  SECOND    CLASS I
 AQ1595
 AQ1595.The horizontal coordinates were scaled from a topographic map and have
 AQ1595.an estimated accuracy of +/- 6 seconds.
 AQ1595
 AQ1595.The orthometric height was determined by differential leveling
 AQ1595.and adjusted by the National Geodetic Survey in June 1991..
 AQ1595
 AQ1595.The geoid height was determined by GEOID03.
 AQ1595
 AQ1595.The dynamic height is computed by dividing the NAVD 88
 AQ1595.geopotential number by the normal gravity value computed on the
 AQ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1595.degrees latitude (g = 980.6199 gals.).
 AQ1595
 AQ1595.The modeled gravity was interpolated from observed gravity values.
 AQ1595
 AQ1595;                    North         East    Units  Estimated Accuracy
 AQ1595;SPC FL E     -   565,120.      189,760.      MT  (+/- 180 meters Scaled)
 AQ1595
 AQ1595                          SUPERSEDED SURVEY CONTROL
 AQ1595
 AQ1595  NGVD 29 (??/??/92)    6.018  (m)           19.74   (f) ADJ UNCH    2 1
 AQ1595
 AQ1595.Superseded values are not recommended for survey control.
 AQ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1595.See file dsdata.txt to determine how the superseded data were derived.
 AQ1595
 AQ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN897560(NAD 83)
 AQ1595_MARKER: DD = SURVEY DISK
 AQ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1595_SP_SET: 4X4 PRECAST
 AQ1595_STAMPING: 73 77 A01 RM NO 2
 AQ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1595+STABILITY: SURFACE MOTION
 AQ1595
 AQ1595  HISTORY     - Date     Condition        Report By
 AQ1595  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1595  HISTORY     - 1990     GOOD             USPSQD
 AQ1595
 AQ1595                          STATION DESCRIPTION
 AQ1595
 AQ1595'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1595'3.6 MI SOUTH FROM FLAGLER BEACH.
 AQ1595'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1595'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOE 3.6 MILES .THE
 AQ1595'MARK BEARS 63.4 FEET EAST, ACROSS THE ROAD FROM A POWER POLE, 27.3
 AQ1595'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND 8 FEET SOUTH OF THE
 AQ1595'SOUTH EDGE OF A WOODEN BOARDWALK.
 AQ1595
 AQ1595                          STATION RECOVERY (1990)
 AQ1595
 AQ1595'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1600 ***********************************************************************
 AQ1600  DESIGNATION -  73 77 A 02 FLDT
 AQ1600  PID         -  AQ1600
 AQ1600  STATE/COUNTY-  FL/FLAGLER
 AQ1600  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1600
 AQ1600                         *CURRENT SURVEY CONTROL
 AQ1600  ___________________________________________________________________
 AQ1600* NAD 83(1986)-  29 26 12.     (N)    081 06 28.     (W)     SCALED    
 AQ1600* NAVD 88     -         5.706  (meters)      18.72   (feet)  ADJUSTED  
 AQ1600  ___________________________________________________________________
 AQ1600  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ1600  DYNAMIC HT  -           5.698 (meters)      18.69  (feet)  COMP
 AQ1600  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 AQ1600
 AQ1600  VERT ORDER  -  SECOND    CLASS I
 AQ1600
 AQ1600.The horizontal coordinates were scaled from a topographic map and have
 AQ1600.an estimated accuracy of +/- 6 seconds.
 AQ1600
 AQ1600.The orthometric height was determined by differential leveling
 AQ1600.and adjusted by the National Geodetic Survey in June 1991..
 AQ1600
 AQ1600.The geoid height was determined by GEOID03.
 AQ1600
 AQ1600.The dynamic height is computed by dividing the NAVD 88
 AQ1600.geopotential number by the normal gravity value computed on the
 AQ1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1600.degrees latitude (g = 980.6199 gals.).
 AQ1600
 AQ1600.The modeled gravity was interpolated from observed gravity values.
 AQ1600
 AQ1600;                    North         East    Units  Estimated Accuracy
 AQ1600;SPC FL E     -   565,430.      189,540.      MT  (+/- 180 meters Scaled)
 AQ1600
 AQ1600                          SUPERSEDED SURVEY CONTROL
 AQ1600
 AQ1600  NGVD 29 (??/??/92)    6.030  (m)           19.78   (f) ADJ UNCH    2 1
 AQ1600
 AQ1600.Superseded values are not recommended for survey control.
 AQ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1600.See file dsdata.txt to determine how the superseded data were derived.
 AQ1600
 AQ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN895563(NAD 83)
 AQ1600_MARKER: DD = SURVEY DISK
 AQ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1600_SP_SET: CONCRETE POST
 AQ1600_STAMPING: 73 77 A02
 AQ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1600+STABILITY: SURFACE MOTION
 AQ1600
 AQ1600  HISTORY     - Date     Condition        Report By
 AQ1600  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1600
 AQ1600                          STATION DESCRIPTION
 AQ1600
 AQ1600'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1600'3.5 MI SOUTH FROM FLAGLER BEACH.
 AQ1600'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1600'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.5 MILES. THE
 AQ1600'MARK BEARS 72 FEET NORTH OF A POWER POLE NUMBER 401 DM 22, 26 FEET
 AQ1600'WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 21 FEET NORTH OF A SIGN
 AQ1600'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1601 ***********************************************************************
 AQ1601  DESIGNATION -  73 77 A 02 RM 1 FLDT
 AQ1601  PID         -  AQ1601
 AQ1601  STATE/COUNTY-  FL/FLAGLER
 AQ1601  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1601
 AQ1601                         *CURRENT SURVEY CONTROL
 AQ1601  ___________________________________________________________________
 AQ1601* NAD 83(1986)-  29 26 12.     (N)    081 06 28.     (W)     SCALED    
 AQ1601* NAVD 88     -         5.391  (meters)      17.69   (feet)  ADJUSTED  
 AQ1601  ___________________________________________________________________
 AQ1601  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ1601  DYNAMIC HT  -           5.383 (meters)      17.66  (feet)  COMP
 AQ1601  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 AQ1601
 AQ1601  VERT ORDER  -  SECOND    CLASS I
 AQ1601
 AQ1601.The horizontal coordinates were scaled from a topographic map and have
 AQ1601.an estimated accuracy of +/- 6 seconds.
 AQ1601
 AQ1601.The orthometric height was determined by differential leveling
 AQ1601.and adjusted by the National Geodetic Survey in June 1991..
 AQ1601
 AQ1601.The geoid height was determined by GEOID03.
 AQ1601
 AQ1601.The dynamic height is computed by dividing the NAVD 88
 AQ1601.geopotential number by the normal gravity value computed on the
 AQ1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1601.degrees latitude (g = 980.6199 gals.).
 AQ1601
 AQ1601.The modeled gravity was interpolated from observed gravity values.
 AQ1601
 AQ1601;                    North         East    Units  Estimated Accuracy
 AQ1601;SPC FL E     -   565,430.      189,540.      MT  (+/- 180 meters Scaled)
 AQ1601
 AQ1601                          SUPERSEDED SURVEY CONTROL
 AQ1601
 AQ1601  NGVD 29 (??/??/92)    5.715  (m)           18.75   (f) ADJ UNCH    2 1
 AQ1601
 AQ1601.Superseded values are not recommended for survey control.
 AQ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1601.See file dsdata.txt to determine how the superseded data were derived.
 AQ1601
 AQ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN895563(NAD 83)
 AQ1601_MARKER: DD = SURVEY DISK
 AQ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1601_SP_SET: 4X4 PRECAST
 AQ1601_STAMPING: 73 77 A02 RM NO 1
 AQ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1601+STABILITY: SURFACE MOTION
 AQ1601
 AQ1601  HISTORY     - Date     Condition        Report By
 AQ1601  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1601
 AQ1601                          STATION DESCRIPTION
 AQ1601
 AQ1601'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1601'3.5 MI SOUTH FROM FLAGLER BEACH.
 AQ1601'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1601'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.5 MILES. THE
 AQ1601'MARK BEARS 42.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1601'30.5 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1599 ***********************************************************************
 AQ1599  DESIGNATION -  73 77 A 02 RM 2 FLDT
 AQ1599  PID         -  AQ1599
 AQ1599  STATE/COUNTY-  FL/FLAGLER
 AQ1599  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1599
 AQ1599                         *CURRENT SURVEY CONTROL
 AQ1599  ___________________________________________________________________
 AQ1599* NAD 83(1986)-  29 26 12.     (N)    081 06 28.     (W)     SCALED    
 AQ1599* NAVD 88     -         5.213  (meters)      17.10   (feet)  ADJUSTED  
 AQ1599  ___________________________________________________________________
 AQ1599  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ1599  DYNAMIC HT  -           5.206 (meters)      17.08  (feet)  COMP
 AQ1599  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 AQ1599
 AQ1599  VERT ORDER  -  SECOND    CLASS I
 AQ1599
 AQ1599.The horizontal coordinates were scaled from a topographic map and have
 AQ1599.an estimated accuracy of +/- 6 seconds.
 AQ1599
 AQ1599.The orthometric height was determined by differential leveling
 AQ1599.and adjusted by the National Geodetic Survey in June 1991..
 AQ1599
 AQ1599.The geoid height was determined by GEOID03.
 AQ1599
 AQ1599.The dynamic height is computed by dividing the NAVD 88
 AQ1599.geopotential number by the normal gravity value computed on the
 AQ1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1599.degrees latitude (g = 980.6199 gals.).
 AQ1599
 AQ1599.The modeled gravity was interpolated from observed gravity values.
 AQ1599
 AQ1599;                    North         East    Units  Estimated Accuracy
 AQ1599;SPC FL E     -   565,430.      189,540.      MT  (+/- 180 meters Scaled)
 AQ1599
 AQ1599                          SUPERSEDED SURVEY CONTROL
 AQ1599
 AQ1599  NGVD 29 (??/??/92)    5.538  (m)           18.17   (f) ADJ UNCH    2 1
 AQ1599
 AQ1599.Superseded values are not recommended for survey control.
 AQ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1599.See file dsdata.txt to determine how the superseded data were derived.
 AQ1599
 AQ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN895563(NAD 83)
 AQ1599_MARKER: DD = SURVEY DISK
 AQ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1599_SP_SET: 4X4 PRECAST
 AQ1599_STAMPING: 73 77 A02 RM NO 2
 AQ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1599+STABILITY: SURFACE MOTION
 AQ1599
 AQ1599  HISTORY     - Date     Condition        Report By
 AQ1599  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1599
 AQ1599                          STATION DESCRIPTION
 AQ1599
 AQ1599'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1599'3.5 MI SOUTH FROM FLAGLER BEACH.
 AQ1599'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1599'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.5 MILES. THE
 AQ1599'MARK BEARS 38 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 32
 AQ1599'FEET SOUTH SOUTHEAST OF A PALM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1603 ***********************************************************************
 AQ1603  DESIGNATION -  73 77 A 03 FLDT
 AQ1603  PID         -  AQ1603
 AQ1603  STATE/COUNTY-  FL/FLAGLER
 AQ1603  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1603
 AQ1603                         *CURRENT SURVEY CONTROL
 AQ1603  ___________________________________________________________________
 AQ1603* NAD 83(1986)-  29 26 25.     (N)    081 06 33.     (W)     SCALED    
 AQ1603* NAVD 88     -         5.530  (meters)      18.14   (feet)  ADJUSTED  
 AQ1603  ___________________________________________________________________
 AQ1603  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AQ1603  DYNAMIC HT  -           5.523 (meters)      18.12  (feet)  COMP
 AQ1603  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 AQ1603
 AQ1603  VERT ORDER  -  SECOND    CLASS I
 AQ1603
 AQ1603.The horizontal coordinates were scaled from a topographic map and have
 AQ1603.an estimated accuracy of +/- 6 seconds.
 AQ1603
 AQ1603.The orthometric height was determined by differential leveling
 AQ1603.and adjusted by the National Geodetic Survey in June 1991..
 AQ1603
 AQ1603.The geoid height was determined by GEOID03.
 AQ1603
 AQ1603.The dynamic height is computed by dividing the NAVD 88
 AQ1603.geopotential number by the normal gravity value computed on the
 AQ1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1603.degrees latitude (g = 980.6199 gals.).
 AQ1603
 AQ1603.The modeled gravity was interpolated from observed gravity values.
 AQ1603
 AQ1603;                    North         East    Units  Estimated Accuracy
 AQ1603;SPC FL E     -   565,830.      189,410.      MT  (+/- 180 meters Scaled)
 AQ1603
 AQ1603                          SUPERSEDED SURVEY CONTROL
 AQ1603
 AQ1603  NGVD 29 (??/??/92)    5.855  (m)           19.21   (f) ADJ UNCH    2 1
 AQ1603
 AQ1603.Superseded values are not recommended for survey control.
 AQ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1603.See file dsdata.txt to determine how the superseded data were derived.
 AQ1603
 AQ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN894567(NAD 83)
 AQ1603_MARKER: DD = SURVEY DISK
 AQ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1603_SP_SET: CONCRETE POST
 AQ1603_STAMPING: 73 77 A03
 AQ1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1603+STABILITY: SURFACE MOTION
 AQ1603
 AQ1603  HISTORY     - Date     Condition        Report By
 AQ1603  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1603
 AQ1603                          STATION DESCRIPTION
 AQ1603
 AQ1603'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1603'3.2 MI SOUTH FROM FLAGLER BEACH.
 AQ1603'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1603'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.2 MILES. THE
 AQ1603'MARK BEARS 26.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, 24.3
 AQ1603'FEET NORTH OF A POWER POLE, AND 13.4 FEET EAST OF A CONCRETE RIGHT OF
 AQ1603'WAY MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1602 ***********************************************************************
 AQ1602  DESIGNATION -  73 77 A 03 RM 1 FLDT
 AQ1602  PID         -  AQ1602
 AQ1602  STATE/COUNTY-  FL/FLAGLER
 AQ1602  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1602
 AQ1602                         *CURRENT SURVEY CONTROL
 AQ1602  ___________________________________________________________________
 AQ1602* NAD 83(1986)-  29 26 25.     (N)    081 06 33.     (W)     SCALED    
 AQ1602* NAVD 88     -         5.574  (meters)      18.29   (feet)  ADJUSTED  
 AQ1602  ___________________________________________________________________
 AQ1602  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AQ1602  DYNAMIC HT  -           5.566 (meters)      18.26  (feet)  COMP
 AQ1602  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 AQ1602
 AQ1602  VERT ORDER  -  SECOND    CLASS I
 AQ1602
 AQ1602.The horizontal coordinates were scaled from a topographic map and have
 AQ1602.an estimated accuracy of +/- 6 seconds.
 AQ1602
 AQ1602.The orthometric height was determined by differential leveling
 AQ1602.and adjusted by the National Geodetic Survey in June 1991..
 AQ1602
 AQ1602.The geoid height was determined by GEOID03.
 AQ1602
 AQ1602.The dynamic height is computed by dividing the NAVD 88
 AQ1602.geopotential number by the normal gravity value computed on the
 AQ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1602.degrees latitude (g = 980.6199 gals.).
 AQ1602
 AQ1602.The modeled gravity was interpolated from observed gravity values.
 AQ1602
 AQ1602;                    North         East    Units  Estimated Accuracy
 AQ1602;SPC FL E     -   565,830.      189,410.      MT  (+/- 180 meters Scaled)
 AQ1602
 AQ1602                          SUPERSEDED SURVEY CONTROL
 AQ1602
 AQ1602  NGVD 29 (??/??/92)    5.899  (m)           19.35   (f) ADJ UNCH    2 1
 AQ1602
 AQ1602.Superseded values are not recommended for survey control.
 AQ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1602.See file dsdata.txt to determine how the superseded data were derived.
 AQ1602
 AQ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN894567(NAD 83)
 AQ1602_MARKER: DD = SURVEY DISK
 AQ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1602_SP_SET: 4X4 PRECAST
 AQ1602_STAMPING: 73 77 A03 RM NO 1
 AQ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1602+STABILITY: SURFACE MOTION
 AQ1602
 AQ1602  HISTORY     - Date     Condition        Report By
 AQ1602  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1602  HISTORY     - 1990     GOOD             USPSQD
 AQ1602
 AQ1602                          STATION DESCRIPTION
 AQ1602
 AQ1602'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1602'32. MI SOUTH FROM FLAGLER BEACH.
 AQ1602'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1602'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.2 MILES. THE
 AQ1602'MARK BEARS 37 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 23.2
 AQ1602'FEET SOUTH OF A POWER POLE.
 AQ1602
 AQ1602                          STATION RECOVERY (1990)
 AQ1602
 AQ1602'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1604 ***********************************************************************
 AQ1604  DESIGNATION -  73 77 A 03 RM 2 FLDT
 AQ1604  PID         -  AQ1604
 AQ1604  STATE/COUNTY-  FL/FLAGLER
 AQ1604  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1604
 AQ1604                         *CURRENT SURVEY CONTROL
 AQ1604  ___________________________________________________________________
 AQ1604* NAD 83(1986)-  29 26 25.     (N)    081 06 33.     (W)     SCALED    
 AQ1604* NAVD 88     -         5.699  (meters)      18.70   (feet)  ADJUSTED  
 AQ1604  ___________________________________________________________________
 AQ1604  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AQ1604  DYNAMIC HT  -           5.692 (meters)      18.67  (feet)  COMP
 AQ1604  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 AQ1604
 AQ1604  VERT ORDER  -  SECOND    CLASS I
 AQ1604
 AQ1604.The horizontal coordinates were scaled from a topographic map and have
 AQ1604.an estimated accuracy of +/- 6 seconds.
 AQ1604
 AQ1604.The orthometric height was determined by differential leveling
 AQ1604.and adjusted by the National Geodetic Survey in June 1991..
 AQ1604
 AQ1604.The geoid height was determined by GEOID03.
 AQ1604
 AQ1604.The dynamic height is computed by dividing the NAVD 88
 AQ1604.geopotential number by the normal gravity value computed on the
 AQ1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1604.degrees latitude (g = 980.6199 gals.).
 AQ1604
 AQ1604.The modeled gravity was interpolated from observed gravity values.
 AQ1604
 AQ1604;                    North         East    Units  Estimated Accuracy
 AQ1604;SPC FL E     -   565,830.      189,410.      MT  (+/- 180 meters Scaled)
 AQ1604
 AQ1604                          SUPERSEDED SURVEY CONTROL
 AQ1604
 AQ1604  NGVD 29 (??/??/92)    6.024  (m)           19.76   (f) ADJ UNCH    2 1
 AQ1604
 AQ1604.Superseded values are not recommended for survey control.
 AQ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1604.See file dsdata.txt to determine how the superseded data were derived.
 AQ1604
 AQ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN894567(NAD 83)
 AQ1604_MARKER: DD = SURVEY DISK
 AQ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1604_SP_SET: 4X4 PRECAST
 AQ1604_STAMPING: 73 77 A03 RM NO 2
 AQ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1604+STABILITY: SURFACE MOTION
 AQ1604
 AQ1604  HISTORY     - Date     Condition        Report By
 AQ1604  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1604
 AQ1604                          STATION DESCRIPTION
 AQ1604
 AQ1604'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1604'3.2 MI SOUTH FROM FLAGLER BEACH.
 AQ1604'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1604'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.2 MILES. THE
 AQ1604'MARK BEARS 40.7 FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER POST, AND
 AQ1604'38.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1607 ***********************************************************************
 AQ1607  DESIGNATION -  73 77 A 04 FLDT
 AQ1607  PID         -  AQ1607
 AQ1607  STATE/COUNTY-  FL/FLAGLER
 AQ1607  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1607
 AQ1607                         *CURRENT SURVEY CONTROL
 AQ1607  ___________________________________________________________________
 AQ1607* NAD 83(1986)-  29 26 37.     (N)    081 06 35.     (W)     SCALED    
 AQ1607* NAVD 88     -         5.660  (meters)      18.57   (feet)  ADJUSTED  
 AQ1607  ___________________________________________________________________
 AQ1607  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AQ1607  DYNAMIC HT  -           5.652 (meters)      18.54  (feet)  COMP
 AQ1607  MODELED GRAV-     979,287.1   (mgal)                       NAVD 88
 AQ1607
 AQ1607  VERT ORDER  -  SECOND    CLASS I
 AQ1607
 AQ1607.The horizontal coordinates were scaled from a topographic map and have
 AQ1607.an estimated accuracy of +/- 6 seconds.
 AQ1607
 AQ1607.The orthometric height was determined by differential leveling
 AQ1607.and adjusted by the National Geodetic Survey in June 1991..
 AQ1607
 AQ1607.The geoid height was determined by GEOID03.
 AQ1607
 AQ1607.The dynamic height is computed by dividing the NAVD 88
 AQ1607.geopotential number by the normal gravity value computed on the
 AQ1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1607.degrees latitude (g = 980.6199 gals.).
 AQ1607
 AQ1607.The modeled gravity was interpolated from observed gravity values.
 AQ1607
 AQ1607;                    North         East    Units  Estimated Accuracy
 AQ1607;SPC FL E     -   566,200.      189,360.      MT  (+/- 180 meters Scaled)
 AQ1607
 AQ1607                          SUPERSEDED SURVEY CONTROL
 AQ1607
 AQ1607  NGVD 29 (??/??/92)    5.986  (m)           19.64   (f) ADJ UNCH    2 1
 AQ1607
 AQ1607.Superseded values are not recommended for survey control.
 AQ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1607.See file dsdata.txt to determine how the superseded data were derived.
 AQ1607
 AQ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN893571(NAD 83)
 AQ1607_MARKER: DD = SURVEY DISK
 AQ1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1607_SP_SET: 4X4 PRECAST
 AQ1607_STAMPING: 73 77 A04
 AQ1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1607+STABILITY: SURFACE MOTION
 AQ1607
 AQ1607  HISTORY     - Date     Condition        Report By
 AQ1607  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1607  HISTORY     - 1990     GOOD             USPSQD
 AQ1607
 AQ1607                          STATION DESCRIPTION
 AQ1607
 AQ1607'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1607'3 MI SOUTH FROM FLAGLER BEACH.
 AQ1607'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1607'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3 MILES. THE
 AQ1607'MARK BEARS ABOUT 300 FEET NORTH OF SNACK JACK RESTAURANT, AND 38 FEET
 AQ1607'EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1607
 AQ1607                          STATION RECOVERY (1990)
 AQ1607
 AQ1607'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1608 ***********************************************************************
 AQ1608  DESIGNATION -  73 77 A 04 RM 1 FLDT
 AQ1608  PID         -  AQ1608
 AQ1608  STATE/COUNTY-  FL/FLAGLER
 AQ1608  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1608
 AQ1608                         *CURRENT SURVEY CONTROL
 AQ1608  ___________________________________________________________________
 AQ1608* NAD 83(1986)-  29 26 37.     (N)    081 06 36.     (W)     SCALED    
 AQ1608* NAVD 88     -         5.832  (meters)      19.13   (feet)  ADJUSTED  
 AQ1608  ___________________________________________________________________
 AQ1608  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AQ1608  DYNAMIC HT  -           5.824 (meters)      19.11  (feet)  COMP
 AQ1608  MODELED GRAV-     979,287.1   (mgal)                       NAVD 88
 AQ1608
 AQ1608  VERT ORDER  -  SECOND    CLASS I
 AQ1608
 AQ1608.The horizontal coordinates were scaled from a topographic map and have
 AQ1608.an estimated accuracy of +/- 6 seconds.
 AQ1608
 AQ1608.The orthometric height was determined by differential leveling
 AQ1608.and adjusted by the National Geodetic Survey in June 1991..
 AQ1608
 AQ1608.The geoid height was determined by GEOID03.
 AQ1608
 AQ1608.The dynamic height is computed by dividing the NAVD 88
 AQ1608.geopotential number by the normal gravity value computed on the
 AQ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1608.degrees latitude (g = 980.6199 gals.).
 AQ1608
 AQ1608.The modeled gravity was interpolated from observed gravity values.
 AQ1608
 AQ1608;                    North         East    Units  Estimated Accuracy
 AQ1608;SPC FL E     -   566,200.      189,330.      MT  (+/- 180 meters Scaled)
 AQ1608
 AQ1608                          SUPERSEDED SURVEY CONTROL
 AQ1608
 AQ1608  NGVD 29 (??/??/92)    6.158  (m)           20.20   (f) ADJ UNCH    2 1
 AQ1608
 AQ1608.Superseded values are not recommended for survey control.
 AQ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1608.See file dsdata.txt to determine how the superseded data were derived.
 AQ1608
 AQ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN893571(NAD 83)
 AQ1608_MARKER: DD = SURVEY DISK
 AQ1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1608_SP_SET: CONCRETE POST
 AQ1608_STAMPING: 73 77 A04 RM NO 1
 AQ1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1608+STABILITY: SURFACE MOTION
 AQ1608
 AQ1608  HISTORY     - Date     Condition        Report By
 AQ1608  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1608  HISTORY     - 1990     GOOD             USPSQD
 AQ1608
 AQ1608                          STATION DESCRIPTION
 AQ1608
 AQ1608'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1608'3 MI SOUTH FROM FLAGLER BEACH.
 AQ1608'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1608'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3 MILES. THE
 AQ1608'MARK BEARS ABOUT 300 FEET NORTH OF SNACK JACK RESTAURANT, 91.6 FEET
 AQ1608'SOUTHEAST AND ACROSS THE ROAD FROM A TELEPHONE JUNCTION BOX, AND 36.6
 AQ1608'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1608
 AQ1608                          STATION RECOVERY (1990)
 AQ1608
 AQ1608'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1606 ***********************************************************************
 AQ1606  DESIGNATION -  73 77 A 04 RM 2 FLDT
 AQ1606  PID         -  AQ1606
 AQ1606  STATE/COUNTY-  FL/FLAGLER
 AQ1606  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1606
 AQ1606                         *CURRENT SURVEY CONTROL
 AQ1606  ___________________________________________________________________
 AQ1606* NAD 83(1986)-  29 26 37.     (N)    081 06 36.     (W)     SCALED    
 AQ1606* NAVD 88     -         5.363  (meters)      17.60   (feet)  ADJUSTED  
 AQ1606  ___________________________________________________________________
 AQ1606  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AQ1606  DYNAMIC HT  -           5.355 (meters)      17.57  (feet)  COMP
 AQ1606  MODELED GRAV-     979,287.1   (mgal)                       NAVD 88
 AQ1606
 AQ1606  VERT ORDER  -  SECOND    CLASS I
 AQ1606
 AQ1606.The horizontal coordinates were scaled from a topographic map and have
 AQ1606.an estimated accuracy of +/- 6 seconds.
 AQ1606
 AQ1606.The orthometric height was determined by differential leveling
 AQ1606.and adjusted by the National Geodetic Survey in June 1991..
 AQ1606
 AQ1606.The geoid height was determined by GEOID03.
 AQ1606
 AQ1606.The dynamic height is computed by dividing the NAVD 88
 AQ1606.geopotential number by the normal gravity value computed on the
 AQ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1606.degrees latitude (g = 980.6199 gals.).
 AQ1606
 AQ1606.The modeled gravity was interpolated from observed gravity values.
 AQ1606
 AQ1606;                    North         East    Units  Estimated Accuracy
 AQ1606;SPC FL E     -   566,200.      189,330.      MT  (+/- 180 meters Scaled)
 AQ1606
 AQ1606                          SUPERSEDED SURVEY CONTROL
 AQ1606
 AQ1606  NGVD 29 (??/??/92)    5.689  (m)           18.66   (f) ADJ UNCH    2 1
 AQ1606
 AQ1606.Superseded values are not recommended for survey control.
 AQ1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1606.See file dsdata.txt to determine how the superseded data were derived.
 AQ1606
 AQ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN893571(NAD 83)
 AQ1606_MARKER: DD = SURVEY DISK
 AQ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1606_SP_SET: 4X4 PRECAST
 AQ1606_STAMPING: 73 77 A04 RM NO 2
 AQ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1606+STABILITY: SURFACE MOTION
 AQ1606
 AQ1606  HISTORY     - Date     Condition        Report By
 AQ1606  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1606  HISTORY     - 1990     GOOD             USPSQD
 AQ1606
 AQ1606                          STATION DESCRIPTION
 AQ1606
 AQ1606'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1606'3 MI SOUTH FROM FLAGLER BEACH.
 AQ1606'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1606'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3 MILES. THE
 AQ1606'MARK BEARS ABOUT 300 FEET NORTH OF SNACK JACK RESTAURANT AND 32.3 FEET
 AQ1606'EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1606
 AQ1606                          STATION RECOVERY (1990)
 AQ1606
 AQ1606'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1614 ***********************************************************************
 AQ1614  DESIGNATION -  73 77 A 05 FLDT
 AQ1614  PID         -  AQ1614
 AQ1614  STATE/COUNTY-  FL/FLAGLER
 AQ1614  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1614
 AQ1614                         *CURRENT SURVEY CONTROL
 AQ1614  ___________________________________________________________________
 AQ1614* NAD 83(1986)-  29 27 10.     (N)    081 06 51.     (W)     SCALED    
 AQ1614* NAVD 88     -         5.406  (meters)      17.74   (feet)  ADJUSTED  
 AQ1614  ___________________________________________________________________
 AQ1614  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AQ1614  DYNAMIC HT  -           5.399 (meters)      17.71  (feet)  COMP
 AQ1614  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 AQ1614
 AQ1614  VERT ORDER  -  SECOND    CLASS I
 AQ1614
 AQ1614.The horizontal coordinates were scaled from a topographic map and have
 AQ1614.an estimated accuracy of +/- 6 seconds.
 AQ1614
 AQ1614.The orthometric height was determined by differential leveling
 AQ1614.and adjusted by the National Geodetic Survey in June 1991..
 AQ1614
 AQ1614.The geoid height was determined by GEOID03.
 AQ1614
 AQ1614.The dynamic height is computed by dividing the NAVD 88
 AQ1614.geopotential number by the normal gravity value computed on the
 AQ1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1614.degrees latitude (g = 980.6199 gals.).
 AQ1614
 AQ1614.The modeled gravity was interpolated from observed gravity values.
 AQ1614
 AQ1614;                    North         East    Units  Estimated Accuracy
 AQ1614;SPC FL E     -   567,220.      188,930.      MT  (+/- 180 meters Scaled)
 AQ1614
 AQ1614                          SUPERSEDED SURVEY CONTROL
 AQ1614
 AQ1614  NGVD 29 (??/??/92)    5.735  (m)           18.82   (f) ADJ UNCH    2 1
 AQ1614
 AQ1614.Superseded values are not recommended for survey control.
 AQ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1614.See file dsdata.txt to determine how the superseded data were derived.
 AQ1614
 AQ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN889581(NAD 83)
 AQ1614_MARKER: DD = SURVEY DISK
 AQ1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1614_SP_SET: CONCRETE POST
 AQ1614_STAMPING: 73 77 A05
 AQ1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1614+STABILITY: SURFACE MOTION
 AQ1614
 AQ1614  HISTORY     - Date     Condition        Report By
 AQ1614  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1614
 AQ1614                          STATION DESCRIPTION
 AQ1614
 AQ1614'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1614'2.4 MI SOUTH FROM FLAGLER BEACH.
 AQ1614'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1614'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1614'MARK BEARS 80 FEET SOUTHEAST AND ACROSS THE ROAD FROM A WOODEN STREET
 AQ1614'LIGHT POLE, 46.2 FEET SOUTH OF A CONCRETE RIGHT OF WAY MARKER POST,
 AQ1614'AND 29.5 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1613 ***********************************************************************
 AQ1613  DESIGNATION -  73 77 A 05 RM 1 FLDT
 AQ1613  PID         -  AQ1613
 AQ1613  STATE/COUNTY-  FL/FLAGLER
 AQ1613  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1613
 AQ1613                         *CURRENT SURVEY CONTROL
 AQ1613  ___________________________________________________________________
 AQ1613* NAD 83(1986)-  29 27 10.     (N)    081 06 51.     (W)     SCALED    
 AQ1613* NAVD 88     -         5.597  (meters)      18.36   (feet)  ADJUSTED  
 AQ1613  ___________________________________________________________________
 AQ1613  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AQ1613  DYNAMIC HT  -           5.590 (meters)      18.34  (feet)  COMP
 AQ1613  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 AQ1613
 AQ1613  VERT ORDER  -  SECOND    CLASS I
 AQ1613
 AQ1613.The horizontal coordinates were scaled from a topographic map and have
 AQ1613.an estimated accuracy of +/- 6 seconds.
 AQ1613
 AQ1613.The orthometric height was determined by differential leveling
 AQ1613.and adjusted by the National Geodetic Survey in June 1991..
 AQ1613
 AQ1613.The geoid height was determined by GEOID03.
 AQ1613
 AQ1613.The dynamic height is computed by dividing the NAVD 88
 AQ1613.geopotential number by the normal gravity value computed on the
 AQ1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1613.degrees latitude (g = 980.6199 gals.).
 AQ1613
 AQ1613.The modeled gravity was interpolated from observed gravity values.
 AQ1613
 AQ1613;                    North         East    Units  Estimated Accuracy
 AQ1613;SPC FL E     -   567,220.      188,930.      MT  (+/- 180 meters Scaled)
 AQ1613
 AQ1613                          SUPERSEDED SURVEY CONTROL
 AQ1613
 AQ1613  NGVD 29 (??/??/92)    5.926  (m)           19.44   (f) ADJ UNCH    2 1
 AQ1613
 AQ1613.Superseded values are not recommended for survey control.
 AQ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1613.See file dsdata.txt to determine how the superseded data were derived.
 AQ1613
 AQ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN889581(NAD 83)
 AQ1613_MARKER: DD = SURVEY DISK
 AQ1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1613_SP_SET: 4X4 PRECAST
 AQ1613_STAMPING: 73 77 A05 RM NO 1
 AQ1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1613+STABILITY: SURFACE MOTION
 AQ1613
 AQ1613  HISTORY     - Date     Condition        Report By
 AQ1613  HISTORY     - 1972     MONUMENTED       FLDT
 AQ1613  HISTORY     - 1990     GOOD             USPSQD
 AQ1613
 AQ1613                          STATION DESCRIPTION
 AQ1613
 AQ1613'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1613'2.4 MI SOUTH FROM FLAGLER BEACH.
 AQ1613'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1613'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1613'MARK BEARS 46 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1613
 AQ1613                          STATION RECOVERY (1990)
 AQ1613
 AQ1613'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1620 ***********************************************************************
 AQ1620  DESIGNATION -  73 77 A 06 FLDT
 AQ1620  PID         -  AQ1620
 AQ1620  STATE/COUNTY-  FL/FLAGLER
 AQ1620  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1620
 AQ1620                         *CURRENT SURVEY CONTROL
 AQ1620  ___________________________________________________________________
 AQ1620* NAD 83(1986)-  29 27 43.     (N)    081 07 05.     (W)     SCALED    
 AQ1620* NAVD 88     -         5.218  (meters)      17.12   (feet)  ADJUSTED  
 AQ1620  ___________________________________________________________________
 AQ1620  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AQ1620  DYNAMIC HT  -           5.211 (meters)      17.10  (feet)  COMP
 AQ1620  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AQ1620
 AQ1620  VERT ORDER  -  SECOND    CLASS I
 AQ1620
 AQ1620.The horizontal coordinates were scaled from a topographic map and have
 AQ1620.an estimated accuracy of +/- 6 seconds.
 AQ1620
 AQ1620.The orthometric height was determined by differential leveling
 AQ1620.and adjusted by the National Geodetic Survey in June 1991..
 AQ1620
 AQ1620.The geoid height was determined by GEOID03.
 AQ1620
 AQ1620.The dynamic height is computed by dividing the NAVD 88
 AQ1620.geopotential number by the normal gravity value computed on the
 AQ1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1620.degrees latitude (g = 980.6199 gals.).
 AQ1620
 AQ1620.The modeled gravity was interpolated from observed gravity values.
 AQ1620
 AQ1620;                    North         East    Units  Estimated Accuracy
 AQ1620;SPC FL E     -   568,240.      188,550.      MT  (+/- 180 meters Scaled)
 AQ1620
 AQ1620                          SUPERSEDED SURVEY CONTROL
 AQ1620
 AQ1620  NGVD 29 (??/??/92)    5.543  (m)           18.19   (f) ADJ UNCH    2 1
 AQ1620
 AQ1620.Superseded values are not recommended for survey control.
 AQ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1620.See file dsdata.txt to determine how the superseded data were derived.
 AQ1620
 AQ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN885591(NAD 83)
 AQ1620_MARKER: DD = SURVEY DISK
 AQ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1620_SP_SET: CONCRETE POST
 AQ1620_STAMPING: 73 77 A06
 AQ1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1620+STABILITY: SURFACE MOTION
 AQ1620
 AQ1620  HISTORY     - Date     Condition        Report By
 AQ1620  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1620  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1620
 AQ1620                          STATION DESCRIPTION
 AQ1620
 AQ1620'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1620'1.7 MI SOUTH FROM FLAGLER BEACH.
 AQ1620'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1620'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR1.7 MILES TO THE
 AQ1620'INTERSECTION OF 19TH STREET. THE MARK BEARS 74 FEET SOUTHEAST AND
 AQ1620'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE,
 AQ1620'AND 24.2 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1620
 AQ1620                          STATION RECOVERY (1990)
 AQ1620
 AQ1620'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1621 ***********************************************************************
 AQ1621  DESIGNATION -  73 77 A 06 RM 1 FLDT
 AQ1621  PID         -  AQ1621
 AQ1621  STATE/COUNTY-  FL/FLAGLER
 AQ1621  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1621
 AQ1621                         *CURRENT SURVEY CONTROL
 AQ1621  ___________________________________________________________________
 AQ1621* NAD 83(1986)-  29 27 43.     (N)    081 07 05.     (W)     SCALED    
 AQ1621* NAVD 88     -         5.579  (meters)      18.30   (feet)  ADJUSTED  
 AQ1621  ___________________________________________________________________
 AQ1621  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AQ1621  DYNAMIC HT  -           5.572 (meters)      18.28  (feet)  COMP
 AQ1621  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AQ1621
 AQ1621  VERT ORDER  -  SECOND    CLASS I
 AQ1621
 AQ1621.The horizontal coordinates were scaled from a topographic map and have
 AQ1621.an estimated accuracy of +/- 6 seconds.
 AQ1621
 AQ1621.The orthometric height was determined by differential leveling
 AQ1621.and adjusted by the National Geodetic Survey in June 1991..
 AQ1621
 AQ1621.The geoid height was determined by GEOID03.
 AQ1621
 AQ1621.The dynamic height is computed by dividing the NAVD 88
 AQ1621.geopotential number by the normal gravity value computed on the
 AQ1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1621.degrees latitude (g = 980.6199 gals.).
 AQ1621
 AQ1621.The modeled gravity was interpolated from observed gravity values.
 AQ1621
 AQ1621;                    North         East    Units  Estimated Accuracy
 AQ1621;SPC FL E     -   568,240.      188,550.      MT  (+/- 180 meters Scaled)
 AQ1621
 AQ1621                          SUPERSEDED SURVEY CONTROL
 AQ1621
 AQ1621  NGVD 29 (??/??/92)    5.904  (m)           19.37   (f) ADJ UNCH    2 1
 AQ1621
 AQ1621.Superseded values are not recommended for survey control.
 AQ1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1621.See file dsdata.txt to determine how the superseded data were derived.
 AQ1621
 AQ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN885591(NAD 83)
 AQ1621_MARKER: DD = SURVEY DISK
 AQ1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1621_SP_SET: 4X4 PRECAST
 AQ1621_STAMPING: 73 77 A06 RM NO 1
 AQ1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1621+STABILITY: SURFACE MOTION
 AQ1621
 AQ1621  HISTORY     - Date     Condition        Report By
 AQ1621  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1621  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1621
 AQ1621                          STATION DESCRIPTION
 AQ1621
 AQ1621'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1621'1.7 MI SOUTH FROM FLAGLER BEACH.
 AQ1621'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1621'FLAGLER BEACH, PROCEED 1.7 MILES TO THE INTERSECTION OF 19TH STREET.
 AQ1621'THE MARK BEARS 62.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 AQ1621'INTERSECTION, AND 32.3 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1621
 AQ1621                          STATION RECOVERY (1990)
 AQ1621
 AQ1621'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1619 ***********************************************************************
 AQ1619  DESIGNATION -  73 77 A 06 RM 2 FLDT
 AQ1619  PID         -  AQ1619
 AQ1619  STATE/COUNTY-  FL/FLAGLER
 AQ1619  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1619
 AQ1619                         *CURRENT SURVEY CONTROL
 AQ1619  ___________________________________________________________________
 AQ1619* NAD 83(1986)-  29 27 43.     (N)    081 07 05.     (W)     SCALED    
 AQ1619* NAVD 88     -         5.715  (meters)      18.75   (feet)  ADJUSTED  
 AQ1619  ___________________________________________________________________
 AQ1619  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AQ1619  DYNAMIC HT  -           5.708 (meters)      18.73  (feet)  COMP
 AQ1619  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AQ1619
 AQ1619  VERT ORDER  -  SECOND    CLASS I
 AQ1619
 AQ1619.The horizontal coordinates were scaled from a topographic map and have
 AQ1619.an estimated accuracy of +/- 6 seconds.
 AQ1619
 AQ1619.The orthometric height was determined by differential leveling
 AQ1619.and adjusted by the National Geodetic Survey in June 1991..
 AQ1619
 AQ1619.The geoid height was determined by GEOID03.
 AQ1619
 AQ1619.The dynamic height is computed by dividing the NAVD 88
 AQ1619.geopotential number by the normal gravity value computed on the
 AQ1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1619.degrees latitude (g = 980.6199 gals.).
 AQ1619
 AQ1619.The modeled gravity was interpolated from observed gravity values.
 AQ1619
 AQ1619;                    North         East    Units  Estimated Accuracy
 AQ1619;SPC FL E     -   568,240.      188,550.      MT  (+/- 180 meters Scaled)
 AQ1619
 AQ1619                          SUPERSEDED SURVEY CONTROL
 AQ1619
 AQ1619  NGVD 29 (??/??/92)    6.040  (m)           19.82   (f) ADJ UNCH    2 1
 AQ1619
 AQ1619.Superseded values are not recommended for survey control.
 AQ1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1619.See file dsdata.txt to determine how the superseded data were derived.
 AQ1619
 AQ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN885591(NAD 83)
 AQ1619_MARKER: DD = SURVEY DISK
 AQ1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1619_SP_SET: 4X4 PRECAST
 AQ1619_STAMPING: 73 77 A06 RM NO 2
 AQ1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1619+STABILITY: SURFACE MOTION
 AQ1619
 AQ1619  HISTORY     - Date     Condition        Report By
 AQ1619  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1619  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1619
 AQ1619                          STATION DESCRIPTION
 AQ1619
 AQ1619'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1619'1.7 MI SOUTH FROM FLAGLER BEACH.
 AQ1619'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1619'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 1.7 MILES TO
 AQ1619'THE INTERSECTION OF 19TH STREET. THE MARK BEARS 59 FEET SOUTHEAST OF
 AQ1619'THE CENTERLINE OF THE INTERSECTION ,AND 30.6 FEET EAST OF THE CENTER
 AQ1619'LINE OF STATE ROAD A1A.
 AQ1619
 AQ1619                          STATION RECOVERY (1990)
 AQ1619
 AQ1619'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1627 ***********************************************************************
 AQ1627  DESIGNATION -  73 77 A 07 FLDT
 AQ1627  PID         -  AQ1627
 AQ1627  STATE/COUNTY-  FL/FLAGLER
 AQ1627  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1627
 AQ1627                         *CURRENT SURVEY CONTROL
 AQ1627  ___________________________________________________________________
 AQ1627* NAD 83(1986)-  29 28 15.     (N)    081 07 21.     (W)     SCALED    
 AQ1627* NAVD 88     -         5.582  (meters)      18.31   (feet)  ADJUSTED  
 AQ1627  ___________________________________________________________________
 AQ1627  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ1627  DYNAMIC HT  -           5.575 (meters)      18.29  (feet)  COMP
 AQ1627  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AQ1627
 AQ1627  VERT ORDER  -  SECOND    CLASS I
 AQ1627
 AQ1627.The horizontal coordinates were scaled from a topographic map and have
 AQ1627.an estimated accuracy of +/- 6 seconds.
 AQ1627
 AQ1627.The orthometric height was determined by differential leveling
 AQ1627.and adjusted by the National Geodetic Survey in June 1991..
 AQ1627
 AQ1627.The geoid height was determined by GEOID03.
 AQ1627
 AQ1627.The dynamic height is computed by dividing the NAVD 88
 AQ1627.geopotential number by the normal gravity value computed on the
 AQ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1627.degrees latitude (g = 980.6199 gals.).
 AQ1627
 AQ1627.The modeled gravity was interpolated from observed gravity values.
 AQ1627
 AQ1627;                    North         East    Units  Estimated Accuracy
 AQ1627;SPC FL E     -   569,220.      188,120.      MT  (+/- 180 meters Scaled)
 AQ1627
 AQ1627                          SUPERSEDED SURVEY CONTROL
 AQ1627
 AQ1627  NGVD 29 (??/??/92)    5.905  (m)           19.37   (f) ADJ UNCH    2 1
 AQ1627
 AQ1627.Superseded values are not recommended for survey control.
 AQ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1627.See file dsdata.txt to determine how the superseded data were derived.
 AQ1627
 AQ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN881601(NAD 83)
 AQ1627_MARKER: DD = SURVEY DISK
 AQ1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1627_SP_SET: CONCRETE POST
 AQ1627_STAMPING: 73 77 A07
 AQ1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1627+STABILITY: SURFACE MOTION
 AQ1627
 AQ1627  HISTORY     - Date     Condition        Report By
 AQ1627  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1627  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1627
 AQ1627                          STATION DESCRIPTION
 AQ1627
 AQ1627'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1627'FLAGLER BEACH.
 AQ1627'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1627'INTERSECTION OF 14TH STREET. THE MARK BEARS 102 FEET NORTH OF THE
 AQ1627'CENTERLINE OF THE INTERSECTION, 59 FEET EAST AND ACROSS ROAD FROM A
 AQ1627'TELEPHONE JUNCTION BOX AND 21.9 FEET EAST OF THE CENTERLINE OF STATE
 AQ1627'ROAD A1A.
 AQ1627
 AQ1627                          STATION RECOVERY (1990)
 AQ1627
 AQ1627'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1628 ***********************************************************************
 AQ1628  DESIGNATION -  73 77 A 07 RM 1 FLDT
 AQ1628  PID         -  AQ1628
 AQ1628  STATE/COUNTY-  FL/FLAGLER
 AQ1628  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1628
 AQ1628                         *CURRENT SURVEY CONTROL
 AQ1628  ___________________________________________________________________
 AQ1628* NAD 83(1986)-  29 28 15.     (N)    081 07 21.     (W)     SCALED    
 AQ1628* NAVD 88     -         5.462  (meters)      17.92   (feet)  ADJUSTED  
 AQ1628  ___________________________________________________________________
 AQ1628  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ1628  DYNAMIC HT  -           5.455 (meters)      17.90  (feet)  COMP
 AQ1628  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AQ1628
 AQ1628  VERT ORDER  -  SECOND    CLASS I
 AQ1628
 AQ1628.The horizontal coordinates were scaled from a topographic map and have
 AQ1628.an estimated accuracy of +/- 6 seconds.
 AQ1628
 AQ1628.The orthometric height was determined by differential leveling
 AQ1628.and adjusted by the National Geodetic Survey in June 1991..
 AQ1628
 AQ1628.The geoid height was determined by GEOID03.
 AQ1628
 AQ1628.The dynamic height is computed by dividing the NAVD 88
 AQ1628.geopotential number by the normal gravity value computed on the
 AQ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1628.degrees latitude (g = 980.6199 gals.).
 AQ1628
 AQ1628.The modeled gravity was interpolated from observed gravity values.
 AQ1628
 AQ1628;                    North         East    Units  Estimated Accuracy
 AQ1628;SPC FL E     -   569,220.      188,120.      MT  (+/- 180 meters Scaled)
 AQ1628
 AQ1628                          SUPERSEDED SURVEY CONTROL
 AQ1628
 AQ1628  NGVD 29 (??/??/92)    5.784  (m)           18.98   (f) ADJ UNCH    2 1
 AQ1628
 AQ1628.Superseded values are not recommended for survey control.
 AQ1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1628.See file dsdata.txt to determine how the superseded data were derived.
 AQ1628
 AQ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN881601(NAD 83)
 AQ1628_MARKER: DD = SURVEY DISK
 AQ1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1628_SP_SET: 4X4 PRECAST
 AQ1628_STAMPING: 73 77 A07 RM NO 1
 AQ1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1628+STABILITY: SURFACE MOTION
 AQ1628
 AQ1628  HISTORY     - Date     Condition        Report By
 AQ1628  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1628  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1628
 AQ1628                          STATION DESCRIPTION
 AQ1628
 AQ1628'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1628'FLAGLER BEACH.
 AQ1628'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1628'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1628'INTERSECTION OF 14TH STREET. THE MARK BEARS 54.9 FEET NORTHEAST ACROSS
 AQ1628'ROAD FROM A TELEPHONE JUNCTION BOX, AND 22 FEET EAST OF THE CENTERLINE
 AQ1628'OF STATE ROAD A1A.
 AQ1628
 AQ1628                          STATION RECOVERY (1990)
 AQ1628
 AQ1628'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1626 ***********************************************************************
 AQ1626  DESIGNATION -  73 77 A 07 RM 2 FLDT
 AQ1626  PID         -  AQ1626
 AQ1626  STATE/COUNTY-  FL/FLAGLER
 AQ1626  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1626
 AQ1626                         *CURRENT SURVEY CONTROL
 AQ1626  ___________________________________________________________________
 AQ1626* NAD 83(1986)-  29 28 15.     (N)    081 07 21.     (W)     SCALED    
 AQ1626* NAVD 88     -         5.363  (meters)      17.60   (feet)  ADJUSTED  
 AQ1626  ___________________________________________________________________
 AQ1626  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ1626  DYNAMIC HT  -           5.356 (meters)      17.57  (feet)  COMP
 AQ1626  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AQ1626
 AQ1626  VERT ORDER  -  SECOND    CLASS I
 AQ1626
 AQ1626.The horizontal coordinates were scaled from a topographic map and have
 AQ1626.an estimated accuracy of +/- 6 seconds.
 AQ1626
 AQ1626.The orthometric height was determined by differential leveling
 AQ1626.and adjusted by the National Geodetic Survey in June 1991..
 AQ1626
 AQ1626.The geoid height was determined by GEOID03.
 AQ1626
 AQ1626.The dynamic height is computed by dividing the NAVD 88
 AQ1626.geopotential number by the normal gravity value computed on the
 AQ1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1626.degrees latitude (g = 980.6199 gals.).
 AQ1626
 AQ1626.The modeled gravity was interpolated from observed gravity values.
 AQ1626
 AQ1626;                    North         East    Units  Estimated Accuracy
 AQ1626;SPC FL E     -   569,220.      188,120.      MT  (+/- 180 meters Scaled)
 AQ1626
 AQ1626                          SUPERSEDED SURVEY CONTROL
 AQ1626
 AQ1626  NGVD 29 (??/??/92)    5.685  (m)           18.65   (f) ADJ UNCH    2 1
 AQ1626
 AQ1626.Superseded values are not recommended for survey control.
 AQ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1626.See file dsdata.txt to determine how the superseded data were derived.
 AQ1626
 AQ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN881601(NAD 83)
 AQ1626_MARKER: DD = SURVEY DISK
 AQ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1626_SP_SET: 4X4 PRECAST
 AQ1626_STAMPING: 73 77 A07 RM NO 2
 AQ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1626+STABILITY: SURFACE MOTION
 AQ1626
 AQ1626  HISTORY     - Date     Condition        Report By
 AQ1626  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1626  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1626
 AQ1626                          STATION DESCRIPTION
 AQ1626
 AQ1626'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1626'FLAGLER BEACH.
 AQ1626'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1626'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1626'INTERSECTION OF 14TH STREET. THE MARK BEARS 52 FEET NORTHEAST OF THE
 AQ1626'CENTERLINE OF THE INTERSECTION ,AND 19 FEET EAST OF THE CENTERLINE OF
 AQ1626'STATE ROAD A1A.
 AQ1626
 AQ1626                          STATION RECOVERY (1990)
 AQ1626
 AQ1626'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1634 ***********************************************************************
 AQ1634  DESIGNATION -  73 77 A 08 FLDT
 AQ1634  PID         -  AQ1634
 AQ1634  STATE/COUNTY-  FL/FLAGLER
 AQ1634  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1634
 AQ1634                         *CURRENT SURVEY CONTROL
 AQ1634  ___________________________________________________________________
 AQ1634* NAD 83(1986)-  29 28 51.     (N)    081 07 38.     (W)     SCALED    
 AQ1634* NAVD 88     -         5.045  (meters)      16.55   (feet)  ADJUSTED  
 AQ1634  ___________________________________________________________________
 AQ1634  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ1634  DYNAMIC HT  -           5.038 (meters)      16.53  (feet)  COMP
 AQ1634  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AQ1634
 AQ1634  VERT ORDER  -  SECOND    CLASS I
 AQ1634
 AQ1634.The horizontal coordinates were scaled from a topographic map and have
 AQ1634.an estimated accuracy of +/- 6 seconds.
 AQ1634
 AQ1634.The orthometric height was determined by differential leveling
 AQ1634.and adjusted by the National Geodetic Survey in June 1991..
 AQ1634
 AQ1634.The geoid height was determined by GEOID03.
 AQ1634
 AQ1634.The dynamic height is computed by dividing the NAVD 88
 AQ1634.geopotential number by the normal gravity value computed on the
 AQ1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1634.degrees latitude (g = 980.6199 gals.).
 AQ1634
 AQ1634.The modeled gravity was interpolated from observed gravity values.
 AQ1634
 AQ1634;                    North         East    Units  Estimated Accuracy
 AQ1634;SPC FL E     -   570,330.      187,660.      MT  (+/- 180 meters Scaled)
 AQ1634
 AQ1634                          SUPERSEDED SURVEY CONTROL
 AQ1634
 AQ1634  NGVD 29 (??/??/92)    5.363  (m)           17.60   (f) ADJ UNCH    2 1
 AQ1634
 AQ1634.Superseded values are not recommended for survey control.
 AQ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1634.See file dsdata.txt to determine how the superseded data were derived.
 AQ1634
 AQ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN876612(NAD 83)
 AQ1634_MARKER: DD = SURVEY DISK
 AQ1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1634_SP_SET: CONCRETE POST
 AQ1634_STAMPING: 73 77 A08
 AQ1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1634+STABILITY: SURFACE MOTION
 AQ1634
 AQ1634  HISTORY     - Date     Condition        Report By
 AQ1634  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1634
 AQ1634                          STATION DESCRIPTION
 AQ1634
 AQ1634'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1634'FLAGLER BEACH.
 AQ1634'THE MARK IS AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100
 AQ1634'AT FLAGLER BEACH, AND BEARS 43.3 FEET SOUTHEAST OF THE CENTERLINE OF
 AQ1634'THE INTERSECTION, 30.6 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AQ1634'A1A, AND 18.6 FEET NORTHWEST OF A CONCRETE STREETLIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1635 ***********************************************************************
 AQ1635  DESIGNATION -  73 77 A 08 RM 1 FLDT
 AQ1635  PID         -  AQ1635
 AQ1635  STATE/COUNTY-  FL/FLAGLER
 AQ1635  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1635
 AQ1635                         *CURRENT SURVEY CONTROL
 AQ1635  ___________________________________________________________________
 AQ1635* NAD 83(1986)-  29 28 51.     (N)    081 07 38.     (W)     SCALED    
 AQ1635* NAVD 88     -         5.318  (meters)      17.45   (feet)  ADJUSTED  
 AQ1635  ___________________________________________________________________
 AQ1635  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ1635  DYNAMIC HT  -           5.311 (meters)      17.42  (feet)  COMP
 AQ1635  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AQ1635
 AQ1635  VERT ORDER  -  SECOND    CLASS I
 AQ1635
 AQ1635.The horizontal coordinates were scaled from a topographic map and have
 AQ1635.an estimated accuracy of +/- 6 seconds.
 AQ1635
 AQ1635.The orthometric height was determined by differential leveling
 AQ1635.and adjusted by the National Geodetic Survey in June 1991..
 AQ1635
 AQ1635.The geoid height was determined by GEOID03.
 AQ1635
 AQ1635.The dynamic height is computed by dividing the NAVD 88
 AQ1635.geopotential number by the normal gravity value computed on the
 AQ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1635.degrees latitude (g = 980.6199 gals.).
 AQ1635
 AQ1635.The modeled gravity was interpolated from observed gravity values.
 AQ1635
 AQ1635;                    North         East    Units  Estimated Accuracy
 AQ1635;SPC FL E     -   570,330.      187,660.      MT  (+/- 180 meters Scaled)
 AQ1635
 AQ1635                          SUPERSEDED SURVEY CONTROL
 AQ1635
 AQ1635  NGVD 29 (??/??/92)    5.637  (m)           18.49   (f) ADJ UNCH    2 1
 AQ1635
 AQ1635.Superseded values are not recommended for survey control.
 AQ1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1635.See file dsdata.txt to determine how the superseded data were derived.
 AQ1635
 AQ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN876612(NAD 83)
 AQ1635_MARKER: DD = SURVEY DISK
 AQ1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1635_SP_SET: 4X4 PRECAST
 AQ1635_STAMPING: 73 77 A08 RM NO 1
 AQ1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1635+STABILITY: SURFACE MOTION
 AQ1635
 AQ1635  HISTORY     - Date     Condition        Report By
 AQ1635  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1635
 AQ1635                          STATION DESCRIPTION
 AQ1635
 AQ1635'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1635'FLAGLER BEACH.
 AQ1635'THE MARK IS AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100
 AQ1635'AT FLAGLER BEACH, AND BEARS 47.3 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1635'STATE ROAD A1A, 32.8 FEET SOUTHEAST OF A CONCRETE POWER LINE BRACE
 AQ1635'POLE, AND 1.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A WOODEN DECK
 AQ1635'FOR A PICNIC TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1633 ***********************************************************************
 AQ1633  DESIGNATION -  73 77 A 08 RM 2 FLDT
 AQ1633  PID         -  AQ1633
 AQ1633  STATE/COUNTY-  FL/FLAGLER
 AQ1633  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1633
 AQ1633                         *CURRENT SURVEY CONTROL
 AQ1633  ___________________________________________________________________
 AQ1633* NAD 83(1986)-  29 28 51.     (N)    081 07 38.     (W)     SCALED    
 AQ1633* NAVD 88     -         5.212  (meters)      17.10   (feet)  ADJUSTED  
 AQ1633  ___________________________________________________________________
 AQ1633  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ1633  DYNAMIC HT  -           5.205 (meters)      17.08  (feet)  COMP
 AQ1633  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AQ1633
 AQ1633  VERT ORDER  -  SECOND    CLASS I
 AQ1633
 AQ1633.The horizontal coordinates were scaled from a topographic map and have
 AQ1633.an estimated accuracy of +/- 6 seconds.
 AQ1633
 AQ1633.The orthometric height was determined by differential leveling
 AQ1633.and adjusted by the National Geodetic Survey in June 1991..
 AQ1633
 AQ1633.The geoid height was determined by GEOID03.
 AQ1633
 AQ1633.The dynamic height is computed by dividing the NAVD 88
 AQ1633.geopotential number by the normal gravity value computed on the
 AQ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1633.degrees latitude (g = 980.6199 gals.).
 AQ1633
 AQ1633.The modeled gravity was interpolated from observed gravity values.
 AQ1633
 AQ1633;                    North         East    Units  Estimated Accuracy
 AQ1633;SPC FL E     -   570,330.      187,660.      MT  (+/- 180 meters Scaled)
 AQ1633
 AQ1633                          SUPERSEDED SURVEY CONTROL
 AQ1633
 AQ1633  NGVD 29 (??/??/92)    5.530  (m)           18.14   (f) ADJ UNCH    2 1
 AQ1633
 AQ1633.Superseded values are not recommended for survey control.
 AQ1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1633.See file dsdata.txt to determine how the superseded data were derived.
 AQ1633
 AQ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN876612(NAD 83)
 AQ1633_MARKER: DD = SURVEY DISK
 AQ1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1633_SP_SET: 4X4 PRECAST
 AQ1633_STAMPING: 73 77 A08 RM NO 2
 AQ1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1633+STABILITY: SURFACE MOTION
 AQ1633
 AQ1633  HISTORY     - Date     Condition        Report By
 AQ1633  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1633
 AQ1633                          STATION DESCRIPTION
 AQ1633
 AQ1633'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1633'FLAGLER BEACH.
 AQ1633'THE MARK IS AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100
 AQ1633'AT FLAGLER BEACH, AND BEARS 118 FEET NORTH NORTHWEST OF THE NORTH
 AQ1633'EDGE OF THE CONCRETE FLOOR FOR SEVERAL PICNIC TABLES, 60.0 FEET
 AQ1633'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 38.4 FEET SOUTHEAST
 AQ1633'OF A CONCRETE STREETLIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1640 ***********************************************************************
 AQ1640  DESIGNATION -  73 77 A 09 FLDT
 AQ1640  PID         -  AQ1640
 AQ1640  STATE/COUNTY-  FL/FLAGLER
 AQ1640  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1640
 AQ1640                         *CURRENT SURVEY CONTROL
 AQ1640  ___________________________________________________________________
 AQ1640* NAD 83(1986)-  29 29 20.     (N)    081 07 53.     (W)     SCALED    
 AQ1640* NAVD 88     -         6.314  (meters)      20.72   (feet)  ADJUSTED  
 AQ1640  ___________________________________________________________________
 AQ1640  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AQ1640  DYNAMIC HT  -           6.306 (meters)      20.69  (feet)  COMP
 AQ1640  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AQ1640
 AQ1640  VERT ORDER  -  SECOND    CLASS I
 AQ1640
 AQ1640.The horizontal coordinates were scaled from a topographic map and have
 AQ1640.an estimated accuracy of +/- 6 seconds.
 AQ1640
 AQ1640.The orthometric height was determined by differential leveling
 AQ1640.and adjusted by the National Geodetic Survey in June 1991..
 AQ1640
 AQ1640.The geoid height was determined by GEOID03.
 AQ1640
 AQ1640.The dynamic height is computed by dividing the NAVD 88
 AQ1640.geopotential number by the normal gravity value computed on the
 AQ1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1640.degrees latitude (g = 980.6199 gals.).
 AQ1640
 AQ1640.The modeled gravity was interpolated from observed gravity values.
 AQ1640
 AQ1640;                    North         East    Units  Estimated Accuracy
 AQ1640;SPC FL E     -   571,220.      187,260.      MT  (+/- 180 meters Scaled)
 AQ1640
 AQ1640                          SUPERSEDED SURVEY CONTROL
 AQ1640
 AQ1640  NGVD 29 (??/??/92)    6.632  (m)           21.76   (f) ADJ UNCH    2 1
 AQ1640
 AQ1640.Superseded values are not recommended for survey control.
 AQ1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1640.See file dsdata.txt to determine how the superseded data were derived.
 AQ1640
 AQ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872621(NAD 83)
 AQ1640_MARKER: DD = SURVEY DISK
 AQ1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1640_SP_SET: C0NCRETE POST
 AQ1640_STAMPING: 73 77 A09
 AQ1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1640+STABILITY: SURFACE MOTION
 AQ1640
 AQ1640  HISTORY     - Date     Condition        Report By
 AQ1640  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1640  HISTORY     - 1990     GOOD             USPSQD
 AQ1640
 AQ1640                          STATION DESCRIPTION
 AQ1640
 AQ1640'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1640'FLAGLER BEACH.
 AQ1640'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1640'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1640'INTERSECTION OF 11TH STREET. THE MARK BEARS 111 FEET NORTHWEST OF THE
 AQ1640'CENTERLINE OF 11TH STREET, 110 FEET SOUTHEAST OF A POWER POLE, AND
 AQ1640'19.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1640
 AQ1640                          STATION RECOVERY (1990)
 AQ1640
 AQ1640'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1639 ***********************************************************************
 AQ1639  DESIGNATION -  73 77 A 09 RM 1 FLDT
 AQ1639  PID         -  AQ1639
 AQ1639  STATE/COUNTY-  FL/FLAGLER
 AQ1639  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1639
 AQ1639                         *CURRENT SURVEY CONTROL
 AQ1639  ___________________________________________________________________
 AQ1639* NAD 83(1986)-  29 29 20.     (N)    081 07 53.     (W)     SCALED    
 AQ1639* NAVD 88     -         6.121  (meters)      20.08   (feet)  ADJUSTED  
 AQ1639  ___________________________________________________________________
 AQ1639  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AQ1639  DYNAMIC HT  -           6.112 (meters)      20.05  (feet)  COMP
 AQ1639  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AQ1639
 AQ1639  VERT ORDER  -  SECOND    CLASS I
 AQ1639
 AQ1639.The horizontal coordinates were scaled from a topographic map and have
 AQ1639.an estimated accuracy of +/- 6 seconds.
 AQ1639
 AQ1639.The orthometric height was determined by differential leveling
 AQ1639.and adjusted by the National Geodetic Survey in June 1991..
 AQ1639
 AQ1639.The geoid height was determined by GEOID03.
 AQ1639
 AQ1639.The dynamic height is computed by dividing the NAVD 88
 AQ1639.geopotential number by the normal gravity value computed on the
 AQ1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1639.degrees latitude (g = 980.6199 gals.).
 AQ1639
 AQ1639.The modeled gravity was interpolated from observed gravity values.
 AQ1639
 AQ1639;                    North         East    Units  Estimated Accuracy
 AQ1639;SPC FL E     -   571,220.      187,260.      MT  (+/- 180 meters Scaled)
 AQ1639
 AQ1639                          SUPERSEDED SURVEY CONTROL
 AQ1639
 AQ1639  NGVD 29 (??/??/92)    6.438  (m)           21.12   (f) ADJ UNCH    2 1
 AQ1639
 AQ1639.Superseded values are not recommended for survey control.
 AQ1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1639.See file dsdata.txt to determine how the superseded data were derived.
 AQ1639
 AQ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872621(NAD 83)
 AQ1639_MARKER: DD = SURVEY DISK
 AQ1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1639_SP_SET: 4X4 PRECAST
 AQ1639_STAMPING: 73 77 A09 RM NO 1
 AQ1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1639+STABILITY: SURFACE MOTION
 AQ1639
 AQ1639  HISTORY     - Date     Condition        Report By
 AQ1639  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1639  HISTORY     - 1990     GOOD             USPSQD
 AQ1639
 AQ1639                          STATION DESCRIPTION
 AQ1639
 AQ1639'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1639'FLAGLER BEACH.
 AQ1639'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1639'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1639'INTERSECTION OF 11TH STREET. THE MARK BEARS 77.4 FEET NORTHWEST OF THE
 AQ1639'CENTERLINE OF 11TH STREET, AND 46.2 FEET SOUTHWEST OF THE CENTERLINE
 AQ1639'OF STATE ROAD A1A.
 AQ1639
 AQ1639                          STATION RECOVERY (1990)
 AQ1639
 AQ1639'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1641 ***********************************************************************
 AQ1641  DESIGNATION -  73 77 A 09 RM 2 FLDT
 AQ1641  PID         -  AQ1641
 AQ1641  STATE/COUNTY-  FL/FLAGLER
 AQ1641  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1641
 AQ1641                         *CURRENT SURVEY CONTROL
 AQ1641  ___________________________________________________________________
 AQ1641* NAD 83(1986)-  29 29 20.     (N)    081 07 53.     (W)     SCALED    
 AQ1641* NAVD 88     -         6.120  (meters)      20.08   (feet)  ADJUSTED  
 AQ1641  ___________________________________________________________________
 AQ1641  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AQ1641  DYNAMIC HT  -           6.111 (meters)      20.05  (feet)  COMP
 AQ1641  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AQ1641
 AQ1641  VERT ORDER  -  SECOND    CLASS I
 AQ1641
 AQ1641.The horizontal coordinates were scaled from a topographic map and have
 AQ1641.an estimated accuracy of +/- 6 seconds.
 AQ1641
 AQ1641.The orthometric height was determined by differential leveling
 AQ1641.and adjusted by the National Geodetic Survey in June 1991..
 AQ1641
 AQ1641.The geoid height was determined by GEOID03.
 AQ1641
 AQ1641.The dynamic height is computed by dividing the NAVD 88
 AQ1641.geopotential number by the normal gravity value computed on the
 AQ1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1641.degrees latitude (g = 980.6199 gals.).
 AQ1641
 AQ1641.The modeled gravity was interpolated from observed gravity values.
 AQ1641
 AQ1641;                    North         East    Units  Estimated Accuracy
 AQ1641;SPC FL E     -   571,220.      187,260.      MT  (+/- 180 meters Scaled)
 AQ1641
 AQ1641                          SUPERSEDED SURVEY CONTROL
 AQ1641
 AQ1641  NGVD 29 (??/??/92)    6.438  (m)           21.12   (f) ADJ UNCH    2 1
 AQ1641
 AQ1641.Superseded values are not recommended for survey control.
 AQ1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1641.See file dsdata.txt to determine how the superseded data were derived.
 AQ1641
 AQ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872621(NAD 83)
 AQ1641_MARKER: DD = SURVEY DISK
 AQ1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1641_SP_SET: 4X4 PRECAST
 AQ1641_STAMPING: 73 77 A09 RM NO 2
 AQ1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1641+STABILITY: SURFACE MOTION
 AQ1641
 AQ1641  HISTORY     - Date     Condition        Report By
 AQ1641  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1641  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1641
 AQ1641                          STATION DESCRIPTION
 AQ1641
 AQ1641'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1641'FLAGLER BEACH.
 AQ1641'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1641'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1641'INTERSECTION OF 11TH STREET. THE MARK BEARS 68.3 FEET SOUTH OF A POWER
 AQ1641'POLE, AND 44.3 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1641
 AQ1641                          STATION RECOVERY (1990)
 AQ1641
 AQ1641'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1646 ***********************************************************************
 AQ1646  DESIGNATION -  73 77 A 10 FLDT
 AQ1646  PID         -  AQ1646
 AQ1646  STATE/COUNTY-  FL/FLAGLER
 AQ1646  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1646
 AQ1646                         *CURRENT SURVEY CONTROL
 AQ1646  ___________________________________________________________________
 AQ1646* NAD 83(1986)-  29 29 54.     (N)    081 08 09.     (W)     SCALED    
 AQ1646* NAVD 88     -         6.021  (meters)      19.75   (feet)  ADJUSTED  
 AQ1646  ___________________________________________________________________
 AQ1646  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AQ1646  DYNAMIC HT  -           6.012 (meters)      19.72  (feet)  COMP
 AQ1646  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 AQ1646
 AQ1646  VERT ORDER  -  SECOND    CLASS I
 AQ1646
 AQ1646.The horizontal coordinates were scaled from a topographic map and have
 AQ1646.an estimated accuracy of +/- 6 seconds.
 AQ1646
 AQ1646.The orthometric height was determined by differential leveling
 AQ1646.and adjusted by the National Geodetic Survey in June 1991..
 AQ1646
 AQ1646.The geoid height was determined by GEOID03.
 AQ1646
 AQ1646.The dynamic height is computed by dividing the NAVD 88
 AQ1646.geopotential number by the normal gravity value computed on the
 AQ1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1646.degrees latitude (g = 980.6199 gals.).
 AQ1646
 AQ1646.The modeled gravity was interpolated from observed gravity values.
 AQ1646
 AQ1646;                    North         East    Units  Estimated Accuracy
 AQ1646;SPC FL E     -   572,270.      186,830.      MT  (+/- 180 meters Scaled)
 AQ1646
 AQ1646                          SUPERSEDED SURVEY CONTROL
 AQ1646
 AQ1646  NGVD 29 (??/??/92)    6.338  (m)           20.79   (f) ADJ UNCH    2 1
 AQ1646
 AQ1646.Superseded values are not recommended for survey control.
 AQ1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1646.See file dsdata.txt to determine how the superseded data were derived.
 AQ1646
 AQ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868632(NAD 83)
 AQ1646_MARKER: DD = SURVEY DISK
 AQ1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1646_SP_SET: CONCRETE POST
 AQ1646_STAMPING: 73 77 A10
 AQ1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1646+STABILITY: SURFACE MOTION
 AQ1646
 AQ1646  HISTORY     - Date     Condition        Report By
 AQ1646  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1646  HISTORY     - 1990     GOOD             USPSQD
 AQ1646
 AQ1646                          STATION DESCRIPTION
 AQ1646
 AQ1646'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1646'1.3 MI NORTH FROM FLAGLER BEACH.
 AQ1646'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1646'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 1.3 MILES. THE
 AQ1646'MARK BEARS 76 FEET NORTHEAST AND ACROSS ROAD FROM A TELEPHONE JUNCTION
 AQ1646'BOX, AND 27 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1646
 AQ1646                          STATION RECOVERY (1990)
 AQ1646
 AQ1646'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1647 ***********************************************************************
 AQ1647  DESIGNATION -  73 77 A 10 RM 1 FLDT
 AQ1647  PID         -  AQ1647
 AQ1647  STATE/COUNTY-  FL/FLAGLER
 AQ1647  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1647
 AQ1647                         *CURRENT SURVEY CONTROL
 AQ1647  ___________________________________________________________________
 AQ1647* NAD 83(1986)-  29 29 54.     (N)    081 08 09.     (W)     SCALED    
 AQ1647* NAVD 88     -         6.007  (meters)      19.71   (feet)  ADJUSTED  
 AQ1647  ___________________________________________________________________
 AQ1647  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AQ1647  DYNAMIC HT  -           5.999 (meters)      19.68  (feet)  COMP
 AQ1647  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 AQ1647
 AQ1647  VERT ORDER  -  SECOND    CLASS I
 AQ1647
 AQ1647.The horizontal coordinates were scaled from a topographic map and have
 AQ1647.an estimated accuracy of +/- 6 seconds.
 AQ1647
 AQ1647.The orthometric height was determined by differential leveling
 AQ1647.and adjusted by the National Geodetic Survey in June 1991..
 AQ1647
 AQ1647.The geoid height was determined by GEOID03.
 AQ1647
 AQ1647.The dynamic height is computed by dividing the NAVD 88
 AQ1647.geopotential number by the normal gravity value computed on the
 AQ1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1647.degrees latitude (g = 980.6199 gals.).
 AQ1647
 AQ1647.The modeled gravity was interpolated from observed gravity values.
 AQ1647
 AQ1647;                    North         East    Units  Estimated Accuracy
 AQ1647;SPC FL E     -   572,270.      186,830.      MT  (+/- 180 meters Scaled)
 AQ1647
 AQ1647                          SUPERSEDED SURVEY CONTROL
 AQ1647
 AQ1647  NGVD 29 (??/??/92)    6.324  (m)           20.75   (f) ADJ UNCH    2 1
 AQ1647
 AQ1647.Superseded values are not recommended for survey control.
 AQ1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1647.See file dsdata.txt to determine how the superseded data were derived.
 AQ1647
 AQ1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868632(NAD 83)
 AQ1647_MARKER: DD = SURVEY DISK
 AQ1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1647_SP_SET: 4X4 PRECAST
 AQ1647_STAMPING: 73 77 A10 RM NO 1
 AQ1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1647+STABILITY: SURFACE MOTION
 AQ1647
 AQ1647  HISTORY     - Date     Condition        Report By
 AQ1647  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1647  HISTORY     - 1990     GOOD             USPSQD
 AQ1647
 AQ1647                          STATION DESCRIPTION
 AQ1647
 AQ1647'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1647'1.3 MI NORTH FROM FLAGLER BEACH.
 AQ1647'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1647'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 1.3 MILES. THE
 AQ1647'MARK BEARS 84.6 FEET NORTHEAST AND ACROSS ROAD FROM A CONCRETE RIGHT
 AQ1647'OF WAY MARKER POST AND 28.2 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1647'STATE ROAD A1A.
 AQ1647
 AQ1647                          STATION RECOVERY (1990)
 AQ1647
 AQ1647'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1645 ***********************************************************************
 AQ1645  DESIGNATION -  73 77 A 10 RM 2 FLDT
 AQ1645  PID         -  AQ1645
 AQ1645  STATE/COUNTY-  FL/FLAGLER
 AQ1645  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1645
 AQ1645                         *CURRENT SURVEY CONTROL
 AQ1645  ___________________________________________________________________
 AQ1645* NAD 83(1986)-  29 29 54.     (N)    081 08 09.     (W)     SCALED    
 AQ1645* NAVD 88     -         6.080  (meters)      19.95   (feet)  ADJUSTED  
 AQ1645  ___________________________________________________________________
 AQ1645  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AQ1645  DYNAMIC HT  -           6.072 (meters)      19.92  (feet)  COMP
 AQ1645  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 AQ1645
 AQ1645  VERT ORDER  -  SECOND    CLASS I
 AQ1645
 AQ1645.The horizontal coordinates were scaled from a topographic map and have
 AQ1645.an estimated accuracy of +/- 6 seconds.
 AQ1645
 AQ1645.The orthometric height was determined by differential leveling
 AQ1645.and adjusted by the National Geodetic Survey in June 1991..
 AQ1645
 AQ1645.The geoid height was determined by GEOID03.
 AQ1645
 AQ1645.The dynamic height is computed by dividing the NAVD 88
 AQ1645.geopotential number by the normal gravity value computed on the
 AQ1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1645.degrees latitude (g = 980.6199 gals.).
 AQ1645
 AQ1645.The modeled gravity was interpolated from observed gravity values.
 AQ1645
 AQ1645;                    North         East    Units  Estimated Accuracy
 AQ1645;SPC FL E     -   572,270.      186,830.      MT  (+/- 180 meters Scaled)
 AQ1645
 AQ1645                          SUPERSEDED SURVEY CONTROL
 AQ1645
 AQ1645  NGVD 29 (??/??/92)    6.397  (m)           20.99   (f) ADJ UNCH    2 1
 AQ1645
 AQ1645.Superseded values are not recommended for survey control.
 AQ1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1645.See file dsdata.txt to determine how the superseded data were derived.
 AQ1645
 AQ1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868632(NAD 83)
 AQ1645_MARKER: DD = SURVEY DISK
 AQ1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1645_SP_SET: 4X4 PRECAST
 AQ1645_STAMPING: 73 77 A10 RM NO 2
 AQ1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1645+STABILITY: SURFACE MOTION
 AQ1645
 AQ1645  HISTORY     - Date     Condition        Report By
 AQ1645  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1645  HISTORY     - 1990     GOOD             USPSQD
 AQ1645
 AQ1645                          STATION DESCRIPTION
 AQ1645
 AQ1645'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1645'1.3 MI NORTH FROM FLAGLER BEACH.
 AQ1645'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1645'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 1.3 MILES. THE
 AQ1645'MARK BEARS 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN SUN
 AQ1645'DECK, AND 27.8 FEET NORTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1645
 AQ1645                          STATION RECOVERY (1990)
 AQ1645
 AQ1645'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1649 ***********************************************************************
 AQ1649  DESIGNATION -  73 77 A 11 FLDT
 AQ1649  PID         -  AQ1649
 AQ1649  STATE/COUNTY-  FL/FLAGLER
 AQ1649  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1649
 AQ1649                         *CURRENT SURVEY CONTROL
 AQ1649  ___________________________________________________________________
 AQ1649* NAD 83(1986)-  29 30 27.     (N)    081 08 24.     (W)     SCALED    
 AQ1649* NAVD 88     -         6.054  (meters)      19.86   (feet)  ADJUSTED  
 AQ1649  ___________________________________________________________________
 AQ1649  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AQ1649  DYNAMIC HT  -           6.046 (meters)      19.84  (feet)  COMP
 AQ1649  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 AQ1649
 AQ1649  VERT ORDER  -  SECOND    CLASS I
 AQ1649
 AQ1649.The horizontal coordinates were scaled from a topographic map and have
 AQ1649.an estimated accuracy of +/- 6 seconds.
 AQ1649
 AQ1649.The orthometric height was determined by differential leveling
 AQ1649.and adjusted by the National Geodetic Survey in June 1991..
 AQ1649
 AQ1649.The geoid height was determined by GEOID03.
 AQ1649
 AQ1649.The dynamic height is computed by dividing the NAVD 88
 AQ1649.geopotential number by the normal gravity value computed on the
 AQ1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1649.degrees latitude (g = 980.6199 gals.).
 AQ1649
 AQ1649.The modeled gravity was interpolated from observed gravity values.
 AQ1649
 AQ1649;                    North         East    Units  Estimated Accuracy
 AQ1649;SPC FL E     -   573,290.      186,430.      MT  (+/- 180 meters Scaled)
 AQ1649
 AQ1649                          SUPERSEDED SURVEY CONTROL
 AQ1649
 AQ1649  NGVD 29 (??/??/92)    6.370  (m)           20.90   (f) ADJ UNCH    2 1
 AQ1649
 AQ1649.Superseded values are not recommended for survey control.
 AQ1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1649.See file dsdata.txt to determine how the superseded data were derived.
 AQ1649
 AQ1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN864642(NAD 83)
 AQ1649_MARKER: DD = SURVEY DISK
 AQ1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1649_SP_SET: CONCRETE POST
 AQ1649_STAMPING: 73 77 A11
 AQ1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1649+STABILITY: SURFACE MOTION
 AQ1649
 AQ1649  HISTORY     - Date     Condition        Report By
 AQ1649  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1649  HISTORY     - 1988     GOOD             USPSQD
 AQ1649  HISTORY     - 1990     GOOD             USPSQD
 AQ1649
 AQ1649                          STATION DESCRIPTION
 AQ1649
 AQ1649'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1649'2 MI NORTH FROM FLAGLER BEACH.
 AQ1649'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1649'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2 MILES TO THE
 AQ1649'INTERSECTIO OF 22ND STREET. THE MARK BEARS 36.6 FEET NORTHEAST OF THE
 AQ1649'CENTERLINE OF THE INTERSECTION, 31.4 FEET NORTHEAST OF THE CENTERLINE
 AQ1649'OF STATE ROAD A1A, AND 10.3 FEET NORTH NORTHWEST OF THE NORTHEAST
 AQ1649'CORNER OF A CONCRETE PICNIC TABLE.
 AQ1649
 AQ1649                          STATION RECOVERY (1988)
 AQ1649
 AQ1649'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1649'RECOVERED IN GOOD CONDITION.
 AQ1649
 AQ1649                          STATION RECOVERY (1990)
 AQ1649
 AQ1649'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1650 ***********************************************************************
 AQ1650  DESIGNATION -  73 77 A 11 RM 1 FLDT
 AQ1650  PID         -  AQ1650
 AQ1650  STATE/COUNTY-  FL/FLAGLER
 AQ1650  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1650
 AQ1650                         *CURRENT SURVEY CONTROL
 AQ1650  ___________________________________________________________________
 AQ1650* NAD 83(1986)-  29 30 27.     (N)    081 08 24.     (W)     SCALED    
 AQ1650* NAVD 88     -         6.103  (meters)      20.02   (feet)  ADJUSTED  
 AQ1650  ___________________________________________________________________
 AQ1650  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AQ1650  DYNAMIC HT  -           6.095 (meters)      20.00  (feet)  COMP
 AQ1650  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 AQ1650
 AQ1650  VERT ORDER  -  SECOND    CLASS I
 AQ1650
 AQ1650.The horizontal coordinates were scaled from a topographic map and have
 AQ1650.an estimated accuracy of +/- 6 seconds.
 AQ1650
 AQ1650.The orthometric height was determined by differential leveling
 AQ1650.and adjusted by the National Geodetic Survey in June 1991..
 AQ1650
 AQ1650.The geoid height was determined by GEOID03.
 AQ1650
 AQ1650.The dynamic height is computed by dividing the NAVD 88
 AQ1650.geopotential number by the normal gravity value computed on the
 AQ1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1650.degrees latitude (g = 980.6199 gals.).
 AQ1650
 AQ1650.The modeled gravity was interpolated from observed gravity values.
 AQ1650
 AQ1650;                    North         East    Units  Estimated Accuracy
 AQ1650;SPC FL E     -   573,290.      186,430.      MT  (+/- 180 meters Scaled)
 AQ1650
 AQ1650                          SUPERSEDED SURVEY CONTROL
 AQ1650
 AQ1650  NGVD 29 (??/??/92)    6.419  (m)           21.06   (f) ADJ UNCH    2 1
 AQ1650
 AQ1650.Superseded values are not recommended for survey control.
 AQ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1650.See file dsdata.txt to determine how the superseded data were derived.
 AQ1650
 AQ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN864642(NAD 83)
 AQ1650_MARKER: DD = SURVEY DISK
 AQ1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1650_SP_SET: 4X4 PRECAST
 AQ1650_STAMPING: 73 77 A11 RM NO 1
 AQ1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1650+STABILITY: SURFACE MOTION
 AQ1650
 AQ1650  HISTORY     - Date     Condition        Report By
 AQ1650  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1650  HISTORY     - 1990     GOOD             USPSQD
 AQ1650
 AQ1650                          STATION DESCRIPTION
 AQ1650
 AQ1650'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1650'2 MI NORTH FROM FLAGLER BEACH.
 AQ1650'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1650'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2 MILES TO THE
 AQ1650'INTERSECTION OF 22ND STREET. THE MARK BEARS 94 FEET NORTH OF THE
 AQ1650'CENTERLINE OF THE INTERSECTION, AND 36.4 FEET NORTHEAST OF THE CENTER
 AQ1650'LINE OF STATE ROAD A1A.
 AQ1650
 AQ1650                          STATION RECOVERY (1990)
 AQ1650
 AQ1650'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1648 ***********************************************************************
 AQ1648  DESIGNATION -  73 77 A 11 RM 2 FLDT
 AQ1648  PID         -  AQ1648
 AQ1648  STATE/COUNTY-  FL/FLAGLER
 AQ1648  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1648
 AQ1648                         *CURRENT SURVEY CONTROL
 AQ1648  ___________________________________________________________________
 AQ1648* NAD 83(1986)-  29 30 27.     (N)    081 08 24.     (W)     SCALED    
 AQ1648* NAVD 88     -         5.895  (meters)      19.34   (feet)  ADJUSTED  
 AQ1648  ___________________________________________________________________
 AQ1648  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AQ1648  DYNAMIC HT  -           5.887 (meters)      19.31  (feet)  COMP
 AQ1648  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 AQ1648
 AQ1648  VERT ORDER  -  SECOND    CLASS I
 AQ1648
 AQ1648.The horizontal coordinates were scaled from a topographic map and have
 AQ1648.an estimated accuracy of +/- 6 seconds.
 AQ1648
 AQ1648.The orthometric height was determined by differential leveling
 AQ1648.and adjusted by the National Geodetic Survey in June 1991..
 AQ1648
 AQ1648.The geoid height was determined by GEOID03.
 AQ1648
 AQ1648.The dynamic height is computed by dividing the NAVD 88
 AQ1648.geopotential number by the normal gravity value computed on the
 AQ1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1648.degrees latitude (g = 980.6199 gals.).
 AQ1648
 AQ1648.The modeled gravity was interpolated from observed gravity values.
 AQ1648
 AQ1648;                    North         East    Units  Estimated Accuracy
 AQ1648;SPC FL E     -   573,290.      186,430.      MT  (+/- 180 meters Scaled)
 AQ1648
 AQ1648                          SUPERSEDED SURVEY CONTROL
 AQ1648
 AQ1648  NGVD 29 (??/??/92)    6.211  (m)           20.38   (f) ADJ UNCH    2 1
 AQ1648
 AQ1648.Superseded values are not recommended for survey control.
 AQ1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1648.See file dsdata.txt to determine how the superseded data were derived.
 AQ1648
 AQ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN864642(NAD 83)
 AQ1648_MARKER: DD = SURVEY DISK
 AQ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1648_SP_SET: 4X4 PRECAST
 AQ1648_STAMPING: 73 77 A11 RM NO 2
 AQ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1648+STABILITY: SURFACE MOTION
 AQ1648
 AQ1648  HISTORY     - Date     Condition        Report By
 AQ1648  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1648  HISTORY     - 1990     GOOD             USPSQD
 AQ1648
 AQ1648                          STATION DESCRIPTION
 AQ1648
 AQ1648'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1648'2 MI NORTH FROM FLAGLER BEACH.
 AQ1648'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1648'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2 MILES TO THE
 AQ1648'INTERSECTION OF 22ND STREET. THE MARK BEARS 48.3 FEET EAST OF THE
 AQ1648'CENTERLINE OF THE INTERSECTION, 42.3 FEET NORTHEAST OF THE CENTERLINE
 AQ1648'OF STATE ROAD A1A, AND 26.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AQ1648'A CONCRETE PICNIC TABLE.
 AQ1648
 AQ1648                          STATION RECOVERY (1990)
 AQ1648
 AQ1648'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1652 ***********************************************************************
 AQ1652  DESIGNATION -  73 77 A 12 FLDT
 AQ1652  PID         -  AQ1652
 AQ1652  STATE/COUNTY-  FL/FLAGLER
 AQ1652  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1652
 AQ1652                         *CURRENT SURVEY CONTROL
 AQ1652  ___________________________________________________________________
 AQ1652* NAD 83(1986)-  29 30 48.     (N)    081 08 36.     (W)     SCALED    
 AQ1652* NAVD 88     -         5.146  (meters)      16.88   (feet)  ADJUSTED  
 AQ1652  ___________________________________________________________________
 AQ1652  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AQ1652  DYNAMIC HT  -           5.139 (meters)      16.86  (feet)  COMP
 AQ1652  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AQ1652
 AQ1652  VERT ORDER  -  SECOND    CLASS I
 AQ1652
 AQ1652.The horizontal coordinates were scaled from a topographic map and have
 AQ1652.an estimated accuracy of +/- 6 seconds.
 AQ1652
 AQ1652.The orthometric height was determined by differential leveling
 AQ1652.and adjusted by the National Geodetic Survey in June 1991..
 AQ1652
 AQ1652.The geoid height was determined by GEOID03.
 AQ1652
 AQ1652.The dynamic height is computed by dividing the NAVD 88
 AQ1652.geopotential number by the normal gravity value computed on the
 AQ1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1652.degrees latitude (g = 980.6199 gals.).
 AQ1652
 AQ1652.The modeled gravity was interpolated from observed gravity values.
 AQ1652
 AQ1652;                    North         East    Units  Estimated Accuracy
 AQ1652;SPC FL E     -   573,930.      186,100.      MT  (+/- 180 meters Scaled)
 AQ1652
 AQ1652                          SUPERSEDED SURVEY CONTROL
 AQ1652
 AQ1652  NGVD 29 (??/??/92)    5.461  (m)           17.92   (f) ADJ UNCH    2 1
 AQ1652
 AQ1652.Superseded values are not recommended for survey control.
 AQ1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1652.See file dsdata.txt to determine how the superseded data were derived.
 AQ1652
 AQ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN861648(NAD 83)
 AQ1652_MARKER: DD = SURVEY DISK
 AQ1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1652_SP_SET: 4X4 PRECAST
 AQ1652_STAMPING: 73 77 A12
 AQ1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1652+STABILITY: SURFACE MOTION
 AQ1652
 AQ1652  HISTORY     - Date     Condition        Report By
 AQ1652  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1652  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1652
 AQ1652                          STATION DESCRIPTION
 AQ1652
 AQ1652'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1652'2.4 MI NORTH FROM FLAGLER BEACH.
 AQ1652'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1652'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1652'MARK BEARS 71 FEET NORTH OF THE EAST POST OF A LARGE BILLBOARD, AND
 AQ1652'23.2 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1652
 AQ1652                          STATION RECOVERY (1988)
 AQ1652
 AQ1652'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1651 ***********************************************************************
 AQ1651  DESIGNATION -  73 77 A 12 RM 1 FLDT
 AQ1651  PID         -  AQ1651
 AQ1651  STATE/COUNTY-  FL/FLAGLER
 AQ1651  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1651
 AQ1651                         *CURRENT SURVEY CONTROL
 AQ1651  ___________________________________________________________________
 AQ1651* NAD 83(1986)-  29 30 48.     (N)    081 08 36.     (W)     SCALED    
 AQ1651* NAVD 88     -         4.992  (meters)      16.38   (feet)  ADJUSTED  
 AQ1651  ___________________________________________________________________
 AQ1651  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AQ1651  DYNAMIC HT  -           4.985 (meters)      16.36  (feet)  COMP
 AQ1651  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AQ1651
 AQ1651  VERT ORDER  -  SECOND    CLASS I
 AQ1651
 AQ1651.The horizontal coordinates were scaled from a topographic map and have
 AQ1651.an estimated accuracy of +/- 6 seconds.
 AQ1651
 AQ1651.The orthometric height was determined by differential leveling
 AQ1651.and adjusted by the National Geodetic Survey in June 1991..
 AQ1651
 AQ1651.The geoid height was determined by GEOID03.
 AQ1651
 AQ1651.The dynamic height is computed by dividing the NAVD 88
 AQ1651.geopotential number by the normal gravity value computed on the
 AQ1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1651.degrees latitude (g = 980.6199 gals.).
 AQ1651
 AQ1651.The modeled gravity was interpolated from observed gravity values.
 AQ1651
 AQ1651;                    North         East    Units  Estimated Accuracy
 AQ1651;SPC FL E     -   573,930.      186,100.      MT  (+/- 180 meters Scaled)
 AQ1651
 AQ1651                          SUPERSEDED SURVEY CONTROL
 AQ1651
 AQ1651  NGVD 29 (??/??/92)    5.307  (m)           17.41   (f) ADJ UNCH    2 1
 AQ1651
 AQ1651.Superseded values are not recommended for survey control.
 AQ1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1651.See file dsdata.txt to determine how the superseded data were derived.
 AQ1651
 AQ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN861648(NAD 83)
 AQ1651_MARKER: DD = SURVEY DISK
 AQ1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1651_SP_SET: 4X4 PRECAST
 AQ1651_STAMPING: 73 77 A12 RM NO 1
 AQ1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1651+STABILITY: SURFACE MOTION
 AQ1651
 AQ1651  HISTORY     - Date     Condition        Report By
 AQ1651  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1651  HISTORY     - 1988     GOOD             USPSQD
 AQ1651  HISTORY     - 1990     GOOD             USPSQD
 AQ1651
 AQ1651                          STATION DESCRIPTION
 AQ1651
 AQ1651'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1651'2.4 MI NORTH FROM FLAGLER BEACH.
 AQ1651'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1651'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.5 MILES. THE
 AQ1651'MARK BEARS 49.6 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1651'24.2 FEET NORTHEAST OF THE EAST POST OF A LARGE BILLBOARD, AND 2.3
 AQ1651'FEET NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER POST.
 AQ1651
 AQ1651                          STATION RECOVERY (1988)
 AQ1651
 AQ1651'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1651'RECOVERED IN GOOD CONDITION.
 AQ1651
 AQ1651                          STATION RECOVERY (1990)
 AQ1651
 AQ1651'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1653 ***********************************************************************
 AQ1653  DESIGNATION -  73 77 A 12 RM 2 FLDT
 AQ1653  PID         -  AQ1653
 AQ1653  STATE/COUNTY-  FL/FLAGLER
 AQ1653  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1653
 AQ1653                         *CURRENT SURVEY CONTROL
 AQ1653  ___________________________________________________________________
 AQ1653* NAD 83(1986)-  29 30 48.     (N)    081 08 36.     (W)     SCALED    
 AQ1653* NAVD 88     -         4.858  (meters)      15.94   (feet)  ADJUSTED  
 AQ1653  ___________________________________________________________________
 AQ1653  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AQ1653  DYNAMIC HT  -           4.851 (meters)      15.92  (feet)  COMP
 AQ1653  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AQ1653
 AQ1653  VERT ORDER  -  SECOND    CLASS I
 AQ1653
 AQ1653.The horizontal coordinates were scaled from a topographic map and have
 AQ1653.an estimated accuracy of +/- 6 seconds.
 AQ1653
 AQ1653.The orthometric height was determined by differential leveling
 AQ1653.and adjusted by the National Geodetic Survey in June 1991..
 AQ1653
 AQ1653.The geoid height was determined by GEOID03.
 AQ1653
 AQ1653.The dynamic height is computed by dividing the NAVD 88
 AQ1653.geopotential number by the normal gravity value computed on the
 AQ1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1653.degrees latitude (g = 980.6199 gals.).
 AQ1653
 AQ1653.The modeled gravity was interpolated from observed gravity values.
 AQ1653
 AQ1653;                    North         East    Units  Estimated Accuracy
 AQ1653;SPC FL E     -   573,930.      186,100.      MT  (+/- 180 meters Scaled)
 AQ1653
 AQ1653                          SUPERSEDED SURVEY CONTROL
 AQ1653
 AQ1653  NGVD 29 (??/??/92)    5.173  (m)           16.97   (f) ADJ UNCH    2 1
 AQ1653
 AQ1653.Superseded values are not recommended for survey control.
 AQ1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1653.See file dsdata.txt to determine how the superseded data were derived.
 AQ1653
 AQ1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN861648(NAD 83)
 AQ1653_MARKER: DD = SURVEY DISK
 AQ1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1653_SP_SET: 4X4 PRECAST
 AQ1653_STAMPING: 73 77 A12 RM NO 2
 AQ1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1653+STABILITY: SURFACE MOTION
 AQ1653
 AQ1653  HISTORY     - Date     Condition        Report By
 AQ1653  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1653  HISTORY     - 1988     GOOD             USPSQD
 AQ1653
 AQ1653                          STATION DESCRIPTION
 AQ1653
 AQ1653'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1653'2.4 MI NORTH FROM FLAGLER BEACH.
 AQ1653'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1653'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1653'MARK BEARS 89.8 FEET NORTHWEST OF THE EAST POST OF A LARGE BILLBOARD,
 AQ1653'AND 51 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1653
 AQ1653                          STATION RECOVERY (1988)
 AQ1653
 AQ1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1655 ***********************************************************************
 AQ1655  DESIGNATION -  73 77 A 13 FLDT
 AQ1655  PID         -  AQ1655
 AQ1655  STATE/COUNTY-  FL/FLAGLER
 AQ1655  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1655
 AQ1655                         *CURRENT SURVEY CONTROL
 AQ1655  ___________________________________________________________________
 AQ1655* NAD 83(1986)-  29 31 03.     (N)    081 08 45.     (W)     SCALED    
 AQ1655* NAVD 88     -         4.275  (meters)      14.03   (feet)  ADJUSTED  
 AQ1655  ___________________________________________________________________
 AQ1655  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AQ1655  DYNAMIC HT  -           4.269 (meters)      14.01  (feet)  COMP
 AQ1655  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 AQ1655
 AQ1655  VERT ORDER  -  SECOND    CLASS I
 AQ1655
 AQ1655.The horizontal coordinates were scaled from a topographic map and have
 AQ1655.an estimated accuracy of +/- 6 seconds.
 AQ1655
 AQ1655.The orthometric height was determined by differential leveling
 AQ1655.and adjusted by the National Geodetic Survey in June 1991..
 AQ1655
 AQ1655.The geoid height was determined by GEOID03.
 AQ1655
 AQ1655.The dynamic height is computed by dividing the NAVD 88
 AQ1655.geopotential number by the normal gravity value computed on the
 AQ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1655.degrees latitude (g = 980.6199 gals.).
 AQ1655
 AQ1655.The modeled gravity was interpolated from observed gravity values.
 AQ1655
 AQ1655;                    North         East    Units  Estimated Accuracy
 AQ1655;SPC FL E     -   574,400.      185,860.      MT  (+/- 180 meters Scaled)
 AQ1655
 AQ1655                          SUPERSEDED SURVEY CONTROL
 AQ1655
 AQ1655  NGVD 29 (??/??/92)    4.590  (m)           15.06   (f) ADJ UNCH    2 1
 AQ1655
 AQ1655.Superseded values are not recommended for survey control.
 AQ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1655.See file dsdata.txt to determine how the superseded data were derived.
 AQ1655
 AQ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN858653(NAD 83)
 AQ1655_MARKER: DD = SURVEY DISK
 AQ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1655_SP_SET: CONCRETE POST
 AQ1655_STAMPING: 73 77 A13
 AQ1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1655+STABILITY: SURFACE MOTION
 AQ1655
 AQ1655  HISTORY     - Date     Condition        Report By
 AQ1655  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1655  HISTORY     - 1988     GOOD             USPSQD
 AQ1655
 AQ1655                          STATION DESCRIPTION
 AQ1655
 AQ1655'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1655'2.7 MI NORTH FROM FLAGLER BEACH.
 AQ1655'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1655'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.7 MILES. THE
 AQ1655'MARK BEARS 92 FEET SOUTHWEST AND ACROSS THE ROAD FROM A WOODEN STREET
 AQ1655'LIGHT POLE, 71.4 FEET NORTH OF A TELEPHONE JUNCTION BOX, 38.8 FEET
 AQ1655'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 7 FEET NORTHEAST
 AQ1655'OF A CONCRETE RIGHT OF WAY MARKER POST.
 AQ1655
 AQ1655                          STATION RECOVERY (1988)
 AQ1655
 AQ1655'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1654 ***********************************************************************
 AQ1654  DESIGNATION -  73 77 A 13 RM 1 FLDT
 AQ1654  PID         -  AQ1654
 AQ1654  STATE/COUNTY-  FL/FLAGLER
 AQ1654  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1654
 AQ1654                         *CURRENT SURVEY CONTROL
 AQ1654  ___________________________________________________________________
 AQ1654* NAD 83(1986)-  29 31 03.     (N)    081 08 45.     (W)     SCALED    
 AQ1654* NAVD 88     -         4.479  (meters)      14.69   (feet)  ADJUSTED  
 AQ1654  ___________________________________________________________________
 AQ1654  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AQ1654  DYNAMIC HT  -           4.473 (meters)      14.68  (feet)  COMP
 AQ1654  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 AQ1654
 AQ1654  VERT ORDER  -  SECOND    CLASS I
 AQ1654
 AQ1654.The horizontal coordinates were scaled from a topographic map and have
 AQ1654.an estimated accuracy of +/- 6 seconds.
 AQ1654
 AQ1654.The orthometric height was determined by differential leveling
 AQ1654.and adjusted by the National Geodetic Survey in June 1991..
 AQ1654
 AQ1654.The geoid height was determined by GEOID03.
 AQ1654
 AQ1654.The dynamic height is computed by dividing the NAVD 88
 AQ1654.geopotential number by the normal gravity value computed on the
 AQ1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1654.degrees latitude (g = 980.6199 gals.).
 AQ1654
 AQ1654.The modeled gravity was interpolated from observed gravity values.
 AQ1654
 AQ1654;                    North         East    Units  Estimated Accuracy
 AQ1654;SPC FL E     -   574,400.      185,860.      MT  (+/- 180 meters Scaled)
 AQ1654
 AQ1654                          SUPERSEDED SURVEY CONTROL
 AQ1654
 AQ1654  NGVD 29 (??/??/92)    4.794  (m)           15.73   (f) ADJ UNCH    2 1
 AQ1654
 AQ1654.Superseded values are not recommended for survey control.
 AQ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1654.See file dsdata.txt to determine how the superseded data were derived.
 AQ1654
 AQ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN858653(NAD 83)
 AQ1654_MARKER: DD = SURVEY DISK
 AQ1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1654_SP_SET: 4X4 PRECAST
 AQ1654_STAMPING: 73 77 A13 RM NO 1
 AQ1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1654+STABILITY: SURFACE MOTION
 AQ1654
 AQ1654  HISTORY     - Date     Condition        Report By
 AQ1654  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1654  HISTORY     - 1990     GOOD             USPSQD
 AQ1654
 AQ1654                          STATION DESCRIPTION
 AQ1654
 AQ1654'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1654'2.7 MI NORTH FROM FLAGLER BEACH.
 AQ1654'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1654'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR2.7 MILES. THE
 AQ1654'MARK BEARS 60.7 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1654'AND 29.3 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX.
 AQ1654
 AQ1654                          STATION RECOVERY (1990)
 AQ1654
 AQ1654'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1656 ***********************************************************************
 AQ1656  DESIGNATION -  73 77 A 13 RM 2 FLDT
 AQ1656  PID         -  AQ1656
 AQ1656  STATE/COUNTY-  FL/FLAGLER
 AQ1656  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1656
 AQ1656                         *CURRENT SURVEY CONTROL
 AQ1656  ___________________________________________________________________
 AQ1656* NAD 83(1986)-  29 31 03.     (N)    081 08 45.     (W)     SCALED    
 AQ1656* NAVD 88     -         4.407  (meters)      14.46   (feet)  ADJUSTED  
 AQ1656  ___________________________________________________________________
 AQ1656  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AQ1656  DYNAMIC HT  -           4.401 (meters)      14.44  (feet)  COMP
 AQ1656  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 AQ1656
 AQ1656  VERT ORDER  -  SECOND    CLASS I
 AQ1656
 AQ1656.The horizontal coordinates were scaled from a topographic map and have
 AQ1656.an estimated accuracy of +/- 6 seconds.
 AQ1656
 AQ1656.The orthometric height was determined by differential leveling
 AQ1656.and adjusted by the National Geodetic Survey in June 1991..
 AQ1656
 AQ1656.The geoid height was determined by GEOID03.
 AQ1656
 AQ1656.The dynamic height is computed by dividing the NAVD 88
 AQ1656.geopotential number by the normal gravity value computed on the
 AQ1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1656.degrees latitude (g = 980.6199 gals.).
 AQ1656
 AQ1656.The modeled gravity was interpolated from observed gravity values.
 AQ1656
 AQ1656;                    North         East    Units  Estimated Accuracy
 AQ1656;SPC FL E     -   574,400.      185,860.      MT  (+/- 180 meters Scaled)
 AQ1656
 AQ1656                          SUPERSEDED SURVEY CONTROL
 AQ1656
 AQ1656  NGVD 29 (??/??/92)    4.722  (m)           15.49   (f) ADJ UNCH    2 1
 AQ1656
 AQ1656.Superseded values are not recommended for survey control.
 AQ1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1656.See file dsdata.txt to determine how the superseded data were derived.
 AQ1656
 AQ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN858653(NAD 83)
 AQ1656_MARKER: DD = SURVEY DISK
 AQ1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1656_SP_SET: 4X4 PRECAST
 AQ1656_STAMPING: 73 77 A13 RM NO 2
 AQ1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1656+STABILITY: SURFACE MOTION
 AQ1656
 AQ1656  HISTORY     - Date     Condition        Report By
 AQ1656  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1656
 AQ1656                          STATION DESCRIPTION
 AQ1656
 AQ1656'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1656'2.7 MI NORTH FROM FLAGLER BEACH.
 AQ1656'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1656'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR2.7 MILES. THE
 AQ1656'MARK BEARS 66.5 FEET SOUTHEAST OF THE SOUTHEAST POST OF A LARGE
 AQ1656'BILLBOARD, AND 51.6 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1656'A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1658 ***********************************************************************
 AQ1658  DESIGNATION -  73 77 A 14 FLDT
 AQ1658  PID         -  AQ1658
 AQ1658  STATE/COUNTY-  FL/FLAGLER
 AQ1658  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1658
 AQ1658                         *CURRENT SURVEY CONTROL
 AQ1658  ___________________________________________________________________
 AQ1658* NAD 83(1986)-  29 31 22.     (N)    081 08 55.     (W)     SCALED    
 AQ1658* NAVD 88     -         4.667  (meters)      15.31   (feet)  ADJUSTED  
 AQ1658  ___________________________________________________________________
 AQ1658  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AQ1658  DYNAMIC HT  -           4.660 (meters)      15.29  (feet)  COMP
 AQ1658  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AQ1658
 AQ1658  VERT ORDER  -  SECOND    CLASS I
 AQ1658
 AQ1658.The horizontal coordinates were scaled from a topographic map and have
 AQ1658.an estimated accuracy of +/- 6 seconds.
 AQ1658
 AQ1658.The orthometric height was determined by differential leveling
 AQ1658.and adjusted by the National Geodetic Survey in June 1991..
 AQ1658
 AQ1658.The geoid height was determined by GEOID03.
 AQ1658
 AQ1658.The dynamic height is computed by dividing the NAVD 88
 AQ1658.geopotential number by the normal gravity value computed on the
 AQ1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1658.degrees latitude (g = 980.6199 gals.).
 AQ1658
 AQ1658.The modeled gravity was interpolated from observed gravity values.
 AQ1658
 AQ1658;                    North         East    Units  Estimated Accuracy
 AQ1658;SPC FL E     -   574,980.      185,590.      MT  (+/- 180 meters Scaled)
 AQ1658
 AQ1658                          SUPERSEDED SURVEY CONTROL
 AQ1658
 AQ1658  NGVD 29 (??/??/92)    4.983  (m)           16.35   (f) ADJ UNCH    2 1
 AQ1658
 AQ1658.Superseded values are not recommended for survey control.
 AQ1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1658.See file dsdata.txt to determine how the superseded data were derived.
 AQ1658
 AQ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN855659(NAD 83)
 AQ1658_MARKER: DD = SURVEY DISK
 AQ1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1658_SP_SET: CONCRETE POST
 AQ1658_STAMPING: 73 77 A14
 AQ1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1658+STABILITY: SURFACE MOTION
 AQ1658
 AQ1658  HISTORY     - Date     Condition        Report By
 AQ1658  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1658
 AQ1658                          STATION DESCRIPTION
 AQ1658
 AQ1658'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1658'3.1 MI NORTH FROM FLAGLER BEACH.
 AQ1658'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1658'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.1 MILES TO
 AQ1658'THE ENTRANCE TO BEVERLY BEACH SURFSIDE MOBILE HOME PARK. THE MARK
 AQ1658'BEARS 39.3 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE PARK
 AQ1658'OFFICE BUILDING, 37.8 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1658'A1A, 13 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE ENTRANCE
 AQ1658'WALL, AND 7 FEET WEST OF A CONCRETE STREET LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1657 ***********************************************************************
 AQ1657  DESIGNATION -  73 77 A 14 RM 1 FLDT
 AQ1657  PID         -  AQ1657
 AQ1657  STATE/COUNTY-  FL/FLAGLER
 AQ1657  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1657
 AQ1657                         *CURRENT SURVEY CONTROL
 AQ1657  ___________________________________________________________________
 AQ1657* NAD 83(1986)-  29 31 22.     (N)    081 08 55.     (W)     SCALED    
 AQ1657* NAVD 88     -         4.422  (meters)      14.51   (feet)  ADJUSTED  
 AQ1657  ___________________________________________________________________
 AQ1657  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AQ1657  DYNAMIC HT  -           4.416 (meters)      14.49  (feet)  COMP
 AQ1657  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AQ1657
 AQ1657  VERT ORDER  -  SECOND    CLASS I
 AQ1657
 AQ1657.The horizontal coordinates were scaled from a topographic map and have
 AQ1657.an estimated accuracy of +/- 6 seconds.
 AQ1657
 AQ1657.The orthometric height was determined by differential leveling
 AQ1657.and adjusted by the National Geodetic Survey in June 1991..
 AQ1657
 AQ1657.The geoid height was determined by GEOID03.
 AQ1657
 AQ1657.The dynamic height is computed by dividing the NAVD 88
 AQ1657.geopotential number by the normal gravity value computed on the
 AQ1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1657.degrees latitude (g = 980.6199 gals.).
 AQ1657
 AQ1657.The modeled gravity was interpolated from observed gravity values.
 AQ1657
 AQ1657;                    North         East    Units  Estimated Accuracy
 AQ1657;SPC FL E     -   574,980.      185,590.      MT  (+/- 180 meters Scaled)
 AQ1657
 AQ1657                          SUPERSEDED SURVEY CONTROL
 AQ1657
 AQ1657  NGVD 29 (??/??/92)    4.738  (m)           15.54   (f) ADJ UNCH    2 1
 AQ1657
 AQ1657.Superseded values are not recommended for survey control.
 AQ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1657.See file dsdata.txt to determine how the superseded data were derived.
 AQ1657
 AQ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN855659(NAD 83)
 AQ1657_MARKER: DD = SURVEY DISK
 AQ1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1657_SP_SET: 4X4 PRECAST
 AQ1657_STAMPING: 73 77 A14 RM NO 1
 AQ1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1657+STABILITY: SURFACE MOTION
 AQ1657
 AQ1657  HISTORY     - Date     Condition        Report By
 AQ1657  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1657
 AQ1657                          STATION DESCRIPTION
 AQ1657
 AQ1657'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1657'3.1 MI NORTH FROM FLAGLER BEACH.
 AQ1657'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1657'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.1 MILES TO
 AQ1657'THE ENTRANCE TO BEVERLY BEACH SURFSIDE MOBILE HOME PARK. THE MARK
 AQ1657'BEARS 59.9 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 37.4
 AQ1657'FEET SOUTH SOUTHEAST OF A CONCRETE STREETLIGHT POLE, AND 3 FEET
 AQ1657'NORTHWEST OF THE NORTHEAST CORNER OF THE PARK OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1659 ***********************************************************************
 AQ1659  DESIGNATION -  73 77 A 14 RM 2 FLDT
 AQ1659  PID         -  AQ1659
 AQ1659  STATE/COUNTY-  FL/FLAGLER
 AQ1659  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1659
 AQ1659                         *CURRENT SURVEY CONTROL
 AQ1659  ___________________________________________________________________
 AQ1659* NAD 83(1986)-  29 31 22.     (N)    081 08 55.     (W)     SCALED    
 AQ1659* NAVD 88     -         4.292  (meters)      14.08   (feet)  ADJUSTED  
 AQ1659  ___________________________________________________________________
 AQ1659  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AQ1659  DYNAMIC HT  -           4.286 (meters)      14.06  (feet)  COMP
 AQ1659  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AQ1659
 AQ1659  VERT ORDER  -  SECOND    CLASS I
 AQ1659
 AQ1659.The horizontal coordinates were scaled from a topographic map and have
 AQ1659.an estimated accuracy of +/- 6 seconds.
 AQ1659
 AQ1659.The orthometric height was determined by differential leveling
 AQ1659.and adjusted by the National Geodetic Survey in June 1991..
 AQ1659
 AQ1659.The geoid height was determined by GEOID03.
 AQ1659
 AQ1659.The dynamic height is computed by dividing the NAVD 88
 AQ1659.geopotential number by the normal gravity value computed on the
 AQ1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1659.degrees latitude (g = 980.6199 gals.).
 AQ1659
 AQ1659.The modeled gravity was interpolated from observed gravity values.
 AQ1659
 AQ1659;                    North         East    Units  Estimated Accuracy
 AQ1659;SPC FL E     -   574,980.      185,590.      MT  (+/- 180 meters Scaled)
 AQ1659
 AQ1659                          SUPERSEDED SURVEY CONTROL
 AQ1659
 AQ1659  NGVD 29 (??/??/92)    4.608  (m)           15.12   (f) ADJ UNCH    2 1
 AQ1659
 AQ1659.Superseded values are not recommended for survey control.
 AQ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1659.See file dsdata.txt to determine how the superseded data were derived.
 AQ1659
 AQ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN855659(NAD 83)
 AQ1659_MARKER: DD = SURVEY DISK
 AQ1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1659_SP_SET: 4X4 PRECAST
 AQ1659_STAMPING: 73 77 A14 RM NO 2
 AQ1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1659+STABILITY: SURFACE MOTION
 AQ1659
 AQ1659  HISTORY     - Date     Condition        Report By
 AQ1659  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1659
 AQ1659                          STATION DESCRIPTION
 AQ1659
 AQ1659'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1659'3.1 MI NORTH FROM FLAGLER BEACH.
 AQ1659'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1659'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1AFOR 3.1 MILES TO
 AQ1659'THE ENTRANCE TO BEVERLY BEACH SURFSIDE MOBILE HOME PARK. THE MARK
 AQ1659'BEARS 70.45 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 75.7
 AQ1659'FEET NORTH OF THE NORTHWEST CORNER OF THE PARK OFFICE BUILDING, 14.5
 AQ1659'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE ENTRANCE WALL,
 AQ1659'AND 1 FOOT SOUTH OF THE SOUTH EDGE OF THE ENTRANCE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1664 ***********************************************************************
 AQ1664  DESIGNATION -  73 77 A 15 FLDT
 AQ1664  PID         -  AQ1664
 AQ1664  STATE/COUNTY-  FL/FLAGLER
 AQ1664  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1664
 AQ1664                         *CURRENT SURVEY CONTROL
 AQ1664  ___________________________________________________________________
 AQ1664* NAD 83(1986)-  29 31 40.     (N)    081 09 03.     (W)     SCALED    
 AQ1664* NAVD 88     -         4.636  (meters)      15.21   (feet)  ADJUSTED  
 AQ1664  ___________________________________________________________________
 AQ1664  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AQ1664  DYNAMIC HT  -           4.630 (meters)      15.19  (feet)  COMP
 AQ1664  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 AQ1664
 AQ1664  VERT ORDER  -  SECOND    CLASS I
 AQ1664
 AQ1664.The horizontal coordinates were scaled from a topographic map and have
 AQ1664.an estimated accuracy of +/- 6 seconds.
 AQ1664
 AQ1664.The orthometric height was determined by differential leveling
 AQ1664.and adjusted by the National Geodetic Survey in June 1991..
 AQ1664
 AQ1664.The geoid height was determined by GEOID03.
 AQ1664
 AQ1664.The dynamic height is computed by dividing the NAVD 88
 AQ1664.geopotential number by the normal gravity value computed on the
 AQ1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1664.degrees latitude (g = 980.6199 gals.).
 AQ1664
 AQ1664.The modeled gravity was interpolated from observed gravity values.
 AQ1664
 AQ1664;                    North         East    Units  Estimated Accuracy
 AQ1664;SPC FL E     -   575,540.      185,380.      MT  (+/- 180 meters Scaled)
 AQ1664
 AQ1664                          SUPERSEDED SURVEY CONTROL
 AQ1664
 AQ1664  NGVD 29 (??/??/92)    4.952  (m)           16.25   (f) ADJ UNCH    2 1
 AQ1664
 AQ1664.Superseded values are not recommended for survey control.
 AQ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1664.See file dsdata.txt to determine how the superseded data were derived.
 AQ1664
 AQ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN853664(NAD 83)
 AQ1664_MARKER: DD = SURVEY DISK
 AQ1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1664_SP_SET: CONCRETE POST
 AQ1664_STAMPING: 73 77 A15
 AQ1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1664+STABILITY: SURFACE MOTION
 AQ1664
 AQ1664  HISTORY     - Date     Condition        Report By
 AQ1664  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1664  HISTORY     - 1988     GOOD             USPSQD
 AQ1664
 AQ1664                          STATION DESCRIPTION
 AQ1664
 AQ1664'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1664'3.4 MI NORTH FROM FLAGLER BEACH.
 AQ1664'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1664'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.4 MILES TO
 AQ1664'THE ENTRANCE TO FLAGLER BY THE SEA CAMPGROUND. THE MARK BEARS 62.6
 AQ1664'FEET NORTH OF THE NORTH ENTRANCE TO CAMPGROUND, 41.2 FEET NORTHWEST
 AQ1664'OF A STREET LIGHT POLE, 19.3 FEET EAST OF THE CENTERLINE OF STATE
 AQ1664'ROAD A1A, AND 12.4 FEET SOUTH OF A SPEED LIMIT SIGN POST.
 AQ1664
 AQ1664                          STATION RECOVERY (1988)
 AQ1664
 AQ1664'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1663 ***********************************************************************
 AQ1663  DESIGNATION -  73 77 A 15 RM 1 FLDT
 AQ1663  PID         -  AQ1663
 AQ1663  STATE/COUNTY-  FL/FLAGLER
 AQ1663  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1663
 AQ1663                         *CURRENT SURVEY CONTROL
 AQ1663  ___________________________________________________________________
 AQ1663* NAD 83(1986)-  29 31 40.     (N)    081 09 03.     (W)     SCALED    
 AQ1663* NAVD 88     -         4.803  (meters)      15.76   (feet)  ADJUSTED  
 AQ1663  ___________________________________________________________________
 AQ1663  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AQ1663  DYNAMIC HT  -           4.796 (meters)      15.73  (feet)  COMP
 AQ1663  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 AQ1663
 AQ1663  VERT ORDER  -  SECOND    CLASS I
 AQ1663
 AQ1663.The horizontal coordinates were scaled from a topographic map and have
 AQ1663.an estimated accuracy of +/- 6 seconds.
 AQ1663
 AQ1663.The orthometric height was determined by differential leveling
 AQ1663.and adjusted by the National Geodetic Survey in June 1991..
 AQ1663
 AQ1663.The geoid height was determined by GEOID03.
 AQ1663
 AQ1663.The dynamic height is computed by dividing the NAVD 88
 AQ1663.geopotential number by the normal gravity value computed on the
 AQ1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1663.degrees latitude (g = 980.6199 gals.).
 AQ1663
 AQ1663.The modeled gravity was interpolated from observed gravity values.
 AQ1663
 AQ1663;                    North         East    Units  Estimated Accuracy
 AQ1663;SPC FL E     -   575,540.      185,380.      MT  (+/- 180 meters Scaled)
 AQ1663
 AQ1663                          SUPERSEDED SURVEY CONTROL
 AQ1663
 AQ1663  NGVD 29 (??/??/92)    5.118  (m)           16.79   (f) ADJ UNCH    2 1
 AQ1663
 AQ1663.Superseded values are not recommended for survey control.
 AQ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1663.See file dsdata.txt to determine how the superseded data were derived.
 AQ1663
 AQ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN853664(NAD 83)
 AQ1663_MARKER: DD = SURVEY DISK
 AQ1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1663_SP_SET: 4X4 PRECAST
 AQ1663_STAMPING: 73 77 A15 RM NO 1
 AQ1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1663+STABILITY: SURFACE MOTION
 AQ1663
 AQ1663  HISTORY     - Date     Condition        Report By
 AQ1663  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1663
 AQ1663                          STATION DESCRIPTION
 AQ1663
 AQ1663'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1663'3.4 MI NORTH FROM FLAGLER BEACH.
 AQ1663'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1663'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.4 MILES TO
 AQ1663'THE NORTH ENTRANCE TO FLAGLER BY THE SEA CAMPGROUND. THE MARK BEARS
 AQ1663'40.2 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 34 FEET NORTH OF
 AQ1663'THE CENTERLINE OF THE NORTH ENTRANCE TO CAMPGROUND, AND 2 FEET WEST
 AQ1663'OF A STREET LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1665 ***********************************************************************
 AQ1665  DESIGNATION -  73 77 A 15 RM 2 FLDT
 AQ1665  PID         -  AQ1665
 AQ1665  STATE/COUNTY-  FL/FLAGLER
 AQ1665  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1665
 AQ1665                         *CURRENT SURVEY CONTROL
 AQ1665  ___________________________________________________________________
 AQ1665* NAD 83(1986)-  29 31 40.     (N)    081 09 03.     (W)     SCALED    
 AQ1665* NAVD 88     -         4.833  (meters)      15.86   (feet)  ADJUSTED  
 AQ1665  ___________________________________________________________________
 AQ1665  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AQ1665  DYNAMIC HT  -           4.827 (meters)      15.84  (feet)  COMP
 AQ1665  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 AQ1665
 AQ1665  VERT ORDER  -  SECOND    CLASS I
 AQ1665
 AQ1665.The horizontal coordinates were scaled from a topographic map and have
 AQ1665.an estimated accuracy of +/- 6 seconds.
 AQ1665
 AQ1665.The orthometric height was determined by differential leveling
 AQ1665.and adjusted by the National Geodetic Survey in June 1991..
 AQ1665
 AQ1665.The geoid height was determined by GEOID03.
 AQ1665
 AQ1665.The dynamic height is computed by dividing the NAVD 88
 AQ1665.geopotential number by the normal gravity value computed on the
 AQ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1665.degrees latitude (g = 980.6199 gals.).
 AQ1665
 AQ1665.The modeled gravity was interpolated from observed gravity values.
 AQ1665
 AQ1665;                    North         East    Units  Estimated Accuracy
 AQ1665;SPC FL E     -   575,540.      185,380.      MT  (+/- 180 meters Scaled)
 AQ1665
 AQ1665                          SUPERSEDED SURVEY CONTROL
 AQ1665
 AQ1665  NGVD 29 (??/??/92)    5.149  (m)           16.89   (f) ADJ UNCH    2 1
 AQ1665
 AQ1665.Superseded values are not recommended for survey control.
 AQ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1665.See file dsdata.txt to determine how the superseded data were derived.
 AQ1665
 AQ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN853664(NAD 83)
 AQ1665_MARKER: DD = SURVEY DISK
 AQ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1665_SP_SET: 4X4 PRECAST
 AQ1665_STAMPING: 73 77 A15 RM NO 2
 AQ1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1665+STABILITY: SURFACE MOTION
 AQ1665
 AQ1665  HISTORY     - Date     Condition        Report By
 AQ1665  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1665
 AQ1665                          STATION DESCRIPTION
 AQ1665
 AQ1665'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1665'3.4 MI NORTH FROM FLAGLER BEACH.
 AQ1665'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1665'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.4 MILES TO
 AQ1665'THE NORTH ENTRANCE TO FLAGLER BY THE SEA CAMPGROUND. THE MARK BEARS
 AQ1665'41.8 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND 41.6 FEET
 AQ1665'NORTH OF A SPED LIMIT SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1668 ***********************************************************************
 AQ1668  DESIGNATION -  73 77 A 16 FLDT
 AQ1668  PID         -  AQ1668
 AQ1668  STATE/COUNTY-  FL/FLAGLER
 AQ1668  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1668
 AQ1668                         *CURRENT SURVEY CONTROL
 AQ1668  ___________________________________________________________________
 AQ1668* NAD 83(1986)-  29 32 11.     (N)    081 09 18.     (W)     SCALED    
 AQ1668* NAVD 88     -         3.205  (meters)      10.52   (feet)  ADJUSTED  
 AQ1668  ___________________________________________________________________
 AQ1668  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AQ1668  DYNAMIC HT  -           3.200 (meters)      10.50  (feet)  COMP
 AQ1668  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AQ1668
 AQ1668  VERT ORDER  -  SECOND    CLASS I
 AQ1668
 AQ1668.The horizontal coordinates were scaled from a topographic map and have
 AQ1668.an estimated accuracy of +/- 6 seconds.
 AQ1668
 AQ1668.The orthometric height was determined by differential leveling
 AQ1668.and adjusted by the National Geodetic Survey in June 1991..
 AQ1668
 AQ1668.The geoid height was determined by GEOID03.
 AQ1668
 AQ1668.The dynamic height is computed by dividing the NAVD 88
 AQ1668.geopotential number by the normal gravity value computed on the
 AQ1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1668.degrees latitude (g = 980.6199 gals.).
 AQ1668
 AQ1668.The modeled gravity was interpolated from observed gravity values.
 AQ1668
 AQ1668;                    North         East    Units  Estimated Accuracy
 AQ1668;SPC FL E     -   576,490.      184,980.      MT  (+/- 180 meters Scaled)
 AQ1668
 AQ1668                          SUPERSEDED SURVEY CONTROL
 AQ1668
 AQ1668  NGVD 29 (??/??/92)    3.520  (m)           11.55   (f) ADJ UNCH    2 1
 AQ1668
 AQ1668.Superseded values are not recommended for survey control.
 AQ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1668.See file dsdata.txt to determine how the superseded data were derived.
 AQ1668
 AQ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN849674(NAD 83)
 AQ1668_MARKER: DD = SURVEY DISK
 AQ1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1668_SP_SET: CONCRETE POST
 AQ1668_STAMPING: 73 77 A16
 AQ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1668+STABILITY: SURFACE MOTION
 AQ1668
 AQ1668  HISTORY     - Date     Condition        Report By
 AQ1668  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1668
 AQ1668                          STATION DESCRIPTION
 AQ1668
 AQ1668'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1668'4 MI NORTH FROM FLAGLER BEACH.
 AQ1668'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1668'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4 MILES. THE
 AQ1668'MARK BEARS 51 FEET SOUTH OF THE CENTERLINE OF A SAND DRIVEWAY,
 AQ1668'41.2 FEET SOUTHWEST OF A POWERPOLE, AND 26.7 FEET EAST OF THE CENTER
 AQ1668'LINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1669 ***********************************************************************
 AQ1669  DESIGNATION -  73 77 A 16 RM 1 FLDT
 AQ1669  PID         -  AQ1669
 AQ1669  STATE/COUNTY-  FL/FLAGLER
 AQ1669  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1669
 AQ1669                         *CURRENT SURVEY CONTROL
 AQ1669  ___________________________________________________________________
 AQ1669* NAD 83(1986)-  29 32 11.     (N)    081 09 18.     (W)     SCALED    
 AQ1669* NAVD 88     -         4.040  (meters)      13.25   (feet)  ADJUSTED  
 AQ1669  ___________________________________________________________________
 AQ1669  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AQ1669  DYNAMIC HT  -           4.034 (meters)      13.23  (feet)  COMP
 AQ1669  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AQ1669
 AQ1669  VERT ORDER  -  SECOND    CLASS I
 AQ1669
 AQ1669.The horizontal coordinates were scaled from a topographic map and have
 AQ1669.an estimated accuracy of +/- 6 seconds.
 AQ1669
 AQ1669.The orthometric height was determined by differential leveling
 AQ1669.and adjusted by the National Geodetic Survey in June 1991..
 AQ1669
 AQ1669.The geoid height was determined by GEOID03.
 AQ1669
 AQ1669.The dynamic height is computed by dividing the NAVD 88
 AQ1669.geopotential number by the normal gravity value computed on the
 AQ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1669.degrees latitude (g = 980.6199 gals.).
 AQ1669
 AQ1669.The modeled gravity was interpolated from observed gravity values.
 AQ1669
 AQ1669;                    North         East    Units  Estimated Accuracy
 AQ1669;SPC FL E     -   576,490.      184,980.      MT  (+/- 180 meters Scaled)
 AQ1669
 AQ1669                          SUPERSEDED SURVEY CONTROL
 AQ1669
 AQ1669  NGVD 29 (??/??/92)    4.355  (m)           14.29   (f) ADJ UNCH    2 1
 AQ1669
 AQ1669.Superseded values are not recommended for survey control.
 AQ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1669.See file dsdata.txt to determine how the superseded data were derived.
 AQ1669
 AQ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN849674(NAD 83)
 AQ1669_MARKER: DD = SURVEY DISK
 AQ1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1669_SP_SET: 4X4 PRECAST
 AQ1669_STAMPING: 73 77 A16 RM NO 1
 AQ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1669+STABILITY: SURFACE MOTION
 AQ1669
 AQ1669  HISTORY     - Date     Condition        Report By
 AQ1669  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1669
 AQ1669                          STATION DESCRIPTION
 AQ1669
 AQ1669'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1669'4 MI NORTH FROM FLAGLER BEACH.
 AQ1669'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1669'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4 MILES. THE
 AQ1669'MARK BEARS 44 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 14.5
 AQ1669'FEET NORTH OF THE CENTERLINE OF A SAND DRIVEWAY, AND 3.5 FEET WEST OF
 AQ1669'A DRIVEWAY LAMP POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1667 ***********************************************************************
 AQ1667  DESIGNATION -  73 77 A 16 RM 2 FLDT
 AQ1667  PID         -  AQ1667
 AQ1667  STATE/COUNTY-  FL/FLAGLER
 AQ1667  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1667
 AQ1667                         *CURRENT SURVEY CONTROL
 AQ1667  ___________________________________________________________________
 AQ1667* NAD 83(1986)-  29 32 11.     (N)    081 09 18.     (W)     SCALED    
 AQ1667* NAVD 88     -         4.238  (meters)      13.90   (feet)  ADJUSTED  
 AQ1667  ___________________________________________________________________
 AQ1667  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AQ1667  DYNAMIC HT  -           4.233 (meters)      13.89  (feet)  COMP
 AQ1667  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AQ1667
 AQ1667  VERT ORDER  -  SECOND    CLASS I
 AQ1667
 AQ1667.The horizontal coordinates were scaled from a topographic map and have
 AQ1667.an estimated accuracy of +/- 6 seconds.
 AQ1667
 AQ1667.The orthometric height was determined by differential leveling
 AQ1667.and adjusted by the National Geodetic Survey in June 1991..
 AQ1667
 AQ1667.The geoid height was determined by GEOID03.
 AQ1667
 AQ1667.The dynamic height is computed by dividing the NAVD 88
 AQ1667.geopotential number by the normal gravity value computed on the
 AQ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1667.degrees latitude (g = 980.6199 gals.).
 AQ1667
 AQ1667.The modeled gravity was interpolated from observed gravity values.
 AQ1667
 AQ1667;                    North         East    Units  Estimated Accuracy
 AQ1667;SPC FL E     -   576,490.      184,980.      MT  (+/- 180 meters Scaled)
 AQ1667
 AQ1667                          SUPERSEDED SURVEY CONTROL
 AQ1667
 AQ1667  NGVD 29 (??/??/92)    4.554  (m)           14.94   (f) ADJ UNCH    2 1
 AQ1667
 AQ1667.Superseded values are not recommended for survey control.
 AQ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1667.See file dsdata.txt to determine how the superseded data were derived.
 AQ1667
 AQ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN849674(NAD 83)
 AQ1667_MARKER: DD = SURVEY DISK
 AQ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1667_SP_SET: 4X4 PRECAST
 AQ1667_STAMPING: 73 77 A16 RM NO 2
 AQ1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1667+STABILITY: SURFACE MOTION
 AQ1667
 AQ1667  HISTORY     - Date     Condition        Report By
 AQ1667  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1667
 AQ1667                          STATION DESCRIPTION
 AQ1667
 AQ1667'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1667'4 MI NORTH FROM FLAGLER BEACH.
 AQ1667'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1667'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4 MILES. THE
 AQ1667'MARK BEARS 42 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 12 FEET
 AQ1667'SOUTH OF THE CENTERLINE OF A SAND DRIVEWAY, AND 2 FEET EAST OF A SIGN
 AQ1667'POST (NAME OF RESIDENCE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1672 ***********************************************************************
 AQ1672  DESIGNATION -  73 77 A 17 FLDT
 AQ1672  PID         -  AQ1672
 AQ1672  STATE/COUNTY-  FL/FLAGLER
 AQ1672  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1672
 AQ1672                         *CURRENT SURVEY CONTROL
 AQ1672  ___________________________________________________________________
 AQ1672* NAD 83(1986)-  29 32 43.     (N)    081 09 34.     (W)     SCALED    
 AQ1672* NAVD 88     -         2.559  (meters)       8.40   (feet)  ADJUSTED  
 AQ1672  ___________________________________________________________________
 AQ1672  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AQ1672  DYNAMIC HT  -           2.555 (meters)       8.38  (feet)  COMP
 AQ1672  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 AQ1672
 AQ1672  VERT ORDER  -  SECOND    CLASS I
 AQ1672
 AQ1672.The horizontal coordinates were scaled from a topographic map and have
 AQ1672.an estimated accuracy of +/- 6 seconds.
 AQ1672
 AQ1672.The orthometric height was determined by differential leveling
 AQ1672.and adjusted by the National Geodetic Survey in June 1991..
 AQ1672
 AQ1672.The geoid height was determined by GEOID03.
 AQ1672
 AQ1672.The dynamic height is computed by dividing the NAVD 88
 AQ1672.geopotential number by the normal gravity value computed on the
 AQ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1672.degrees latitude (g = 980.6199 gals.).
 AQ1672
 AQ1672.The modeled gravity was interpolated from observed gravity values.
 AQ1672
 AQ1672;                    North         East    Units  Estimated Accuracy
 AQ1672;SPC FL E     -   577,480.      184,550.      MT  (+/- 180 meters Scaled)
 AQ1672
 AQ1672                          SUPERSEDED SURVEY CONTROL
 AQ1672
 AQ1672  NGVD 29 (??/??/92)    2.872  (m)            9.42   (f) ADJ UNCH    2 1
 AQ1672
 AQ1672.Superseded values are not recommended for survey control.
 AQ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1672.See file dsdata.txt to determine how the superseded data were derived.
 AQ1672
 AQ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN845684(NAD 83)
 AQ1672_MARKER: DD = SURVEY DISK
 AQ1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1672_SP_SET: CONCRETE POST
 AQ1672_STAMPING: 73 77 A17
 AQ1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1672+STABILITY: SURFACE MOTION
 AQ1672
 AQ1672  HISTORY     - Date     Condition        Report By
 AQ1672  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1672  HISTORY     - 1988     GOOD             USPSQD
 AQ1672  HISTORY     - 1990     GOOD             USPSQD
 AQ1672
 AQ1672                          STATION DESCRIPTION
 AQ1672
 AQ1672'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1672'4.8 MI NORTH FROM FLAGLER BEACH.
 AQ1672'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1672'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4.8 MILES. THE
 AQ1672'MARK BEARS 97 FEET SOUTH OF THE CENTERLINE OF A SAND TRAIL, 32.5 FEET
 AQ1672'EAST OF THE CENTERLINE OF STATE ROAD A1A, AND 17.5 FEET WEST OF A
 AQ1672'POWER POLE.
 AQ1672
 AQ1672                          STATION RECOVERY (1988)
 AQ1672
 AQ1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1672'RECOVERED IN GOOD CONDITION.
 AQ1672
 AQ1672                          STATION RECOVERY (1990)
 AQ1672
 AQ1672'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1673 ***********************************************************************
 AQ1673  DESIGNATION -  73 77 A 17 RM 1 FLDT
 AQ1673  PID         -  AQ1673
 AQ1673  STATE/COUNTY-  FL/FLAGLER
 AQ1673  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1673
 AQ1673                         *CURRENT SURVEY CONTROL
 AQ1673  ___________________________________________________________________
 AQ1673* NAD 83(1986)-  29 32 43.     (N)    081 09 34.     (W)     SCALED    
 AQ1673* NAVD 88     -         3.015  (meters)       9.89   (feet)  ADJUSTED  
 AQ1673  ___________________________________________________________________
 AQ1673  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AQ1673  DYNAMIC HT  -           3.011 (meters)       9.88  (feet)  COMP
 AQ1673  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 AQ1673
 AQ1673  VERT ORDER  -  SECOND    CLASS I
 AQ1673
 AQ1673.The horizontal coordinates were scaled from a topographic map and have
 AQ1673.an estimated accuracy of +/- 6 seconds.
 AQ1673
 AQ1673.The orthometric height was determined by differential leveling
 AQ1673.and adjusted by the National Geodetic Survey in June 1991..
 AQ1673
 AQ1673.The geoid height was determined by GEOID03.
 AQ1673
 AQ1673.The dynamic height is computed by dividing the NAVD 88
 AQ1673.geopotential number by the normal gravity value computed on the
 AQ1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1673.degrees latitude (g = 980.6199 gals.).
 AQ1673
 AQ1673.The modeled gravity was interpolated from observed gravity values.
 AQ1673
 AQ1673;                    North         East    Units  Estimated Accuracy
 AQ1673;SPC FL E     -   577,480.      184,550.      MT  (+/- 180 meters Scaled)
 AQ1673
 AQ1673                          SUPERSEDED SURVEY CONTROL
 AQ1673
 AQ1673  NGVD 29 (??/??/92)    3.329  (m)           10.92   (f) ADJ UNCH    2 1
 AQ1673
 AQ1673.Superseded values are not recommended for survey control.
 AQ1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1673.See file dsdata.txt to determine how the superseded data were derived.
 AQ1673
 AQ1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN845684(NAD 83)
 AQ1673_MARKER: DD = SURVEY DISK
 AQ1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1673_SP_SET: 4X4 PRECAST
 AQ1673_STAMPING: 73 77 A17 RM NO 1
 AQ1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1673+STABILITY: SURFACE MOTION
 AQ1673
 AQ1673  HISTORY     - Date     Condition        Report By
 AQ1673  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1673
 AQ1673                          STATION DESCRIPTION
 AQ1673
 AQ1673'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1673'4.8 MI NORTH FROM FLAGLER BEACH.
 AQ1673'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1673'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4.8 MILES. THE
 AQ1673'MARK BEARS 44.6 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A AND
 AQ1673'41.7 FEET SOUTH OF THE CENTERLINE OF A SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1671 ***********************************************************************
 AQ1671  DESIGNATION -  73 77 A 17 RM 2 FLDT
 AQ1671  PID         -  AQ1671
 AQ1671  STATE/COUNTY-  FL/FLAGLER
 AQ1671  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1671
 AQ1671                         *CURRENT SURVEY CONTROL
 AQ1671  ___________________________________________________________________
 AQ1671* NAD 83(1986)-  29 32 43.     (N)    081 09 34.     (W)     SCALED    
 AQ1671* NAVD 88     -         3.080  (meters)      10.11   (feet)  ADJUSTED  
 AQ1671  ___________________________________________________________________
 AQ1671  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AQ1671  DYNAMIC HT  -           3.076 (meters)      10.09  (feet)  COMP
 AQ1671  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 AQ1671
 AQ1671  VERT ORDER  -  SECOND    CLASS I
 AQ1671
 AQ1671.The horizontal coordinates were scaled from a topographic map and have
 AQ1671.an estimated accuracy of +/- 6 seconds.
 AQ1671
 AQ1671.The orthometric height was determined by differential leveling
 AQ1671.and adjusted by the National Geodetic Survey in June 1991..
 AQ1671
 AQ1671.The geoid height was determined by GEOID03.
 AQ1671
 AQ1671.The dynamic height is computed by dividing the NAVD 88
 AQ1671.geopotential number by the normal gravity value computed on the
 AQ1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1671.degrees latitude (g = 980.6199 gals.).
 AQ1671
 AQ1671.The modeled gravity was interpolated from observed gravity values.
 AQ1671
 AQ1671;                    North         East    Units  Estimated Accuracy
 AQ1671;SPC FL E     -   577,480.      184,550.      MT  (+/- 180 meters Scaled)
 AQ1671
 AQ1671                          SUPERSEDED SURVEY CONTROL
 AQ1671
 AQ1671  NGVD 29 (??/??/92)    3.394  (m)           11.14   (f) ADJ UNCH    2 1
 AQ1671
 AQ1671.Superseded values are not recommended for survey control.
 AQ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1671.See file dsdata.txt to determine how the superseded data were derived.
 AQ1671
 AQ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN845684(NAD 83)
 AQ1671_MARKER: DD = SURVEY DISK
 AQ1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1671_SP_SET: 4X4 PRECAST
 AQ1671_STAMPING: 73 77 A17 RM NO 2
 AQ1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1671+STABILITY: SURFACE MOTION
 AQ1671
 AQ1671  HISTORY     - Date     Condition        Report By
 AQ1671  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1671
 AQ1671                          STATION DESCRIPTION
 AQ1671
 AQ1671'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1671'4.8 MI NORTH FROM FLAGLER BEACH.
 AQ1671'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1671'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4.8 MILES. THE
 AQ1671'MARK BEARS 45.5 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1671'40 FEET SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1676 ***********************************************************************
 AQ1676  DESIGNATION -  73 77 A 18 FLDT
 AQ1676  PID         -  AQ1676
 AQ1676  STATE/COUNTY-  FL/FLAGLER
 AQ1676  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1676
 AQ1676                         *CURRENT SURVEY CONTROL
 AQ1676  ___________________________________________________________________
 AQ1676* NAD 83(1986)-  29 33 21.     (N)    081 09 54.     (W)     SCALED    
 AQ1676* NAVD 88     -         2.063  (meters)       6.77   (feet)  ADJUSTED  
 AQ1676  ___________________________________________________________________
 AQ1676  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AQ1676  DYNAMIC HT  -           2.061 (meters)       6.76  (feet)  COMP
 AQ1676  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AQ1676
 AQ1676  VERT ORDER  -  SECOND    CLASS I
 AQ1676
 AQ1676.The horizontal coordinates were scaled from a topographic map and have
 AQ1676.an estimated accuracy of +/- 6 seconds.
 AQ1676
 AQ1676.The orthometric height was determined by differential leveling
 AQ1676.and adjusted by the National Geodetic Survey in June 1991..
 AQ1676
 AQ1676.The geoid height was determined by GEOID03.
 AQ1676
 AQ1676.The dynamic height is computed by dividing the NAVD 88
 AQ1676.geopotential number by the normal gravity value computed on the
 AQ1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1676.degrees latitude (g = 980.6199 gals.).
 AQ1676
 AQ1676.The modeled gravity was interpolated from observed gravity values.
 AQ1676
 AQ1676;                    North         East    Units  Estimated Accuracy
 AQ1676;SPC FL E     -   578,650.      184,010.      MT  (+/- 180 meters Scaled)
 AQ1676
 AQ1676                          SUPERSEDED SURVEY CONTROL
 AQ1676
 AQ1676  NGVD 29 (??/??/92)    2.375  (m)            7.79   (f) ADJ UNCH    2 1
 AQ1676
 AQ1676.Superseded values are not recommended for survey control.
 AQ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1676.See file dsdata.txt to determine how the superseded data were derived.
 AQ1676
 AQ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN840695(NAD 83)
 AQ1676_MARKER: DD = SURVEY DISK
 AQ1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1676_SP_SET: CONCRETE POST
 AQ1676_STAMPING: 73 77 A18
 AQ1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1676+STABILITY: SURFACE MOTION
 AQ1676
 AQ1676  HISTORY     - Date     Condition        Report By
 AQ1676  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1676  HISTORY     - 1988     GOOD             USPSQD
 AQ1676
 AQ1676                          STATION DESCRIPTION
 AQ1676
 AQ1676'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1676'5.7 MI NORTH FROM FLAGLER BEACH.
 AQ1676'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1676'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 5.7 MILES. THE
 AQ1676'MARK BEARS 75 FEET SOUTHEAST OF THE CENTERLINE OF A SAND ROAD, AND 43
 AQ1676'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1676
 AQ1676                          STATION RECOVERY (1988)
 AQ1676
 AQ1676'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1675 ***********************************************************************
 AQ1675  DESIGNATION -  73 77 A 18 RM 1 FLDT
 AQ1675  PID         -  AQ1675
 AQ1675  STATE/COUNTY-  FL/FLAGLER
 AQ1675  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1675
 AQ1675                         *CURRENT SURVEY CONTROL
 AQ1675  ___________________________________________________________________
 AQ1675* NAD 83(1986)-  29 33 21.     (N)    081 09 54.     (W)     SCALED    
 AQ1675* NAVD 88     -         1.968  (meters)       6.46   (feet)  ADJUSTED  
 AQ1675  ___________________________________________________________________
 AQ1675  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AQ1675  DYNAMIC HT  -           1.965 (meters)       6.45  (feet)  COMP
 AQ1675  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AQ1675
 AQ1675  VERT ORDER  -  SECOND    CLASS I
 AQ1675
 AQ1675.The horizontal coordinates were scaled from a topographic map and have
 AQ1675.an estimated accuracy of +/- 6 seconds.
 AQ1675
 AQ1675.The orthometric height was determined by differential leveling
 AQ1675.and adjusted by the National Geodetic Survey in June 1991..
 AQ1675
 AQ1675.The geoid height was determined by GEOID03.
 AQ1675
 AQ1675.The dynamic height is computed by dividing the NAVD 88
 AQ1675.geopotential number by the normal gravity value computed on the
 AQ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1675.degrees latitude (g = 980.6199 gals.).
 AQ1675
 AQ1675.The modeled gravity was interpolated from observed gravity values.
 AQ1675
 AQ1675;                    North         East    Units  Estimated Accuracy
 AQ1675;SPC FL E     -   578,650.      184,010.      MT  (+/- 180 meters Scaled)
 AQ1675
 AQ1675                          SUPERSEDED SURVEY CONTROL
 AQ1675
 AQ1675  NGVD 29 (??/??/92)    2.279  (m)            7.48   (f) ADJ UNCH    2 1
 AQ1675
 AQ1675.Superseded values are not recommended for survey control.
 AQ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1675.See file dsdata.txt to determine how the superseded data were derived.
 AQ1675
 AQ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN840695(NAD 83)
 AQ1675_MARKER: DD = SURVEY DISK
 AQ1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1675_SP_SET: 4X4 PRECAST
 AQ1675_STAMPING: 73 77 A18 RM NO 1
 AQ1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1675+STABILITY: SURFACE MOTION
 AQ1675
 AQ1675  HISTORY     - Date     Condition        Report By
 AQ1675  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1675  HISTORY     - 1990     GOOD             USPSQD
 AQ1675
 AQ1675                          STATION DESCRIPTION
 AQ1675
 AQ1675'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1675'5.7 MI NORTH FROM FLAGLER BEACH.
 AQ1675'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1675'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 5.7 MILES. THE
 AQ1675'MARK BEARS 74.8 FEET NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER POST,
 AQ1675'AND 56 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1675
 AQ1675                          STATION RECOVERY (1990)
 AQ1675
 AQ1675'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1677 ***********************************************************************
 AQ1677  DESIGNATION -  73 77 A 18 RM 2 FLDT
 AQ1677  PID         -  AQ1677
 AQ1677  STATE/COUNTY-  FL/FLAGLER
 AQ1677  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1677
 AQ1677                         *CURRENT SURVEY CONTROL
 AQ1677  ___________________________________________________________________
 AQ1677* NAD 83(1986)-  29 33 21.     (N)    081 09 54.     (W)     SCALED    
 AQ1677* NAVD 88     -         1.898  (meters)       6.23   (feet)  ADJUSTED  
 AQ1677  ___________________________________________________________________
 AQ1677  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AQ1677  DYNAMIC HT  -           1.896 (meters)       6.22  (feet)  COMP
 AQ1677  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AQ1677
 AQ1677  VERT ORDER  -  SECOND    CLASS I
 AQ1677
 AQ1677.The horizontal coordinates were scaled from a topographic map and have
 AQ1677.an estimated accuracy of +/- 6 seconds.
 AQ1677
 AQ1677.The orthometric height was determined by differential leveling
 AQ1677.and adjusted by the National Geodetic Survey in June 1991..
 AQ1677
 AQ1677.The geoid height was determined by GEOID03.
 AQ1677
 AQ1677.The dynamic height is computed by dividing the NAVD 88
 AQ1677.geopotential number by the normal gravity value computed on the
 AQ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1677.degrees latitude (g = 980.6199 gals.).
 AQ1677
 AQ1677.The modeled gravity was interpolated from observed gravity values.
 AQ1677
 AQ1677;                    North         East    Units  Estimated Accuracy
 AQ1677;SPC FL E     -   578,650.      184,010.      MT  (+/- 180 meters Scaled)
 AQ1677
 AQ1677                          SUPERSEDED SURVEY CONTROL
 AQ1677
 AQ1677  NGVD 29 (??/??/92)    2.210  (m)            7.25   (f) ADJ UNCH    2 1
 AQ1677
 AQ1677.Superseded values are not recommended for survey control.
 AQ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1677.See file dsdata.txt to determine how the superseded data were derived.
 AQ1677
 AQ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN840695(NAD 83)
 AQ1677_MARKER: DD = SURVEY DISK
 AQ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1677_SP_SET: 4X4 PRECAST
 AQ1677_STAMPING: 73 77 A18 RM NO 2
 AQ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1677+STABILITY: SURFACE MOTION
 AQ1677
 AQ1677  HISTORY     - Date     Condition        Report By
 AQ1677  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1677
 AQ1677                          STATION DESCRIPTION
 AQ1677
 AQ1677'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1677'5.7 MI NORTH FROM FLAGLER BEACH.
 AQ1677'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1677'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 5.7 MILES. THE
 AQ1677'MARK BEARS 64 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1677'29 FEET SOUTHEAST OF THE CENTERLINE OF A SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1680 ***********************************************************************
 AQ1680  DESIGNATION -  73 77 A 19 FLDT
 AQ1680  PID         -  AQ1680
 AQ1680  STATE/COUNTY-  FL/FLAGLER
 AQ1680  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1680
 AQ1680                         *CURRENT SURVEY CONTROL
 AQ1680  ___________________________________________________________________
 AQ1680* NAD 83(1986)-  29 33 46.     (N)    081 10 03.     (W)     SCALED    
 AQ1680* NAVD 88     -         6.474  (meters)      21.24   (feet)  ADJUSTED  
 AQ1680  ___________________________________________________________________
 AQ1680  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AQ1680  DYNAMIC HT  -           6.465 (meters)      21.21  (feet)  COMP
 AQ1680  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AQ1680
 AQ1680  VERT ORDER  -  SECOND    CLASS I
 AQ1680
 AQ1680.The horizontal coordinates were scaled from a topographic map and have
 AQ1680.an estimated accuracy of +/- 6 seconds.
 AQ1680
 AQ1680.The orthometric height was determined by differential leveling
 AQ1680.and adjusted by the National Geodetic Survey in June 1991..
 AQ1680
 AQ1680.The geoid height was determined by GEOID03.
 AQ1680
 AQ1680.The dynamic height is computed by dividing the NAVD 88
 AQ1680.geopotential number by the normal gravity value computed on the
 AQ1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1680.degrees latitude (g = 980.6199 gals.).
 AQ1680
 AQ1680.The modeled gravity was interpolated from observed gravity values.
 AQ1680
 AQ1680;                    North         East    Units  Estimated Accuracy
 AQ1680;SPC FL E     -   579,420.      183,770.      MT  (+/- 180 meters Scaled)
 AQ1680
 AQ1680                          SUPERSEDED SURVEY CONTROL
 AQ1680
 AQ1680  NGVD 29 (??/??/92)    6.785  (m)           22.26   (f) ADJ UNCH    2 1
 AQ1680
 AQ1680.Superseded values are not recommended for survey control.
 AQ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1680.See file dsdata.txt to determine how the superseded data were derived.
 AQ1680
 AQ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN837703(NAD 83)
 AQ1680_MARKER: DD = SURVEY DISK
 AQ1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1680_SP_SET: CONCRETE POST
 AQ1680_STAMPING: 73 77 A19
 AQ1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1680+STABILITY: SURFACE MOTION
 AQ1680
 AQ1680  HISTORY     - Date     Condition        Report By
 AQ1680  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1680  HISTORY     - 1989     GOOD             USPSQD
 AQ1680  HISTORY     - 1990     GOOD             USPSQD
 AQ1680
 AQ1680                          STATION DESCRIPTION
 AQ1680
 AQ1680'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1680'6.3 MI NORTH FROM FLAGLER BEACH.
 AQ1680'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1680'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 6.3 MILES TO A
 AQ1680'SAND ROAD LEADING EAST TO THE BEACH. PROCEED EASTELY ON THE SAND ROAD
 AQ1680'FOR 0.1 MILE TO THE TOP OF A SAND DUNE RIDGE. THE MARK BEARS 27 FEET
 AQ1680'NORTH OF THE CENTERLINE OF THE SAND ROAD, AND 3 FEET WEST OF THE EAST
 AQ1680'EDGE OF THE RIDGE.
 AQ1680
 AQ1680                          STATION RECOVERY (1989)
 AQ1680
 AQ1680'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1680'RECOVERED IN GOOD CONDITION.
 AQ1680
 AQ1680                          STATION RECOVERY (1990)
 AQ1680
 AQ1680'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1679 ***********************************************************************
 AQ1679  DESIGNATION -  73 77 A 19 RM 1 FLDT
 AQ1679  PID         -  AQ1679
 AQ1679  STATE/COUNTY-  FL/FLAGLER
 AQ1679  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1679
 AQ1679                         *CURRENT SURVEY CONTROL
 AQ1679  ___________________________________________________________________
 AQ1679* NAD 83(1986)-  29 33 46.     (N)    081 10 03.     (W)     SCALED    
 AQ1679* NAVD 88     -         6.542  (meters)      21.46   (feet)  ADJUSTED  
 AQ1679  ___________________________________________________________________
 AQ1679  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AQ1679  DYNAMIC HT  -           6.533 (meters)      21.43  (feet)  COMP
 AQ1679  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AQ1679
 AQ1679  VERT ORDER  -  SECOND    CLASS I
 AQ1679
 AQ1679.The horizontal coordinates were scaled from a topographic map and have
 AQ1679.an estimated accuracy of +/- 6 seconds.
 AQ1679
 AQ1679.The orthometric height was determined by differential leveling
 AQ1679.and adjusted by the National Geodetic Survey in June 1991..
 AQ1679
 AQ1679.The geoid height was determined by GEOID03.
 AQ1679
 AQ1679.The dynamic height is computed by dividing the NAVD 88
 AQ1679.geopotential number by the normal gravity value computed on the
 AQ1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1679.degrees latitude (g = 980.6199 gals.).
 AQ1679
 AQ1679.The modeled gravity was interpolated from observed gravity values.
 AQ1679
 AQ1679;                    North         East    Units  Estimated Accuracy
 AQ1679;SPC FL E     -   579,420.      183,770.      MT  (+/- 180 meters Scaled)
 AQ1679
 AQ1679                          SUPERSEDED SURVEY CONTROL
 AQ1679
 AQ1679  NGVD 29 (??/??/92)    6.852  (m)           22.48   (f) ADJ UNCH    2 1
 AQ1679
 AQ1679.Superseded values are not recommended for survey control.
 AQ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1679.See file dsdata.txt to determine how the superseded data were derived.
 AQ1679
 AQ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN837703(NAD 83)
 AQ1679_MARKER: DD = SURVEY DISK
 AQ1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1679_SP_SET: 4X4 PRECAST
 AQ1679_STAMPING: 73 77 A19 RM NO 1
 AQ1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1679+STABILITY: SURFACE MOTION
 AQ1679
 AQ1679  HISTORY     - Date     Condition        Report By
 AQ1679  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1679  HISTORY     - 1989     GOOD             USPSQD
 AQ1679  HISTORY     - 1990     GOOD             USPSQD
 AQ1679
 AQ1679                          STATION DESCRIPTION
 AQ1679
 AQ1679'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1679'6.3 MI NORTH FROM FLAGLER BEACH.
 AQ1679'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1679'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 6.2 MILES TO
 AQ1679'A SAND ROAD LEADING EAST TO THE BEACH. PROCEED EASTERLY ON THE SAND
 AQ1679'ROAD FOR 0.1 MILE TO THE TOP OF THE SAND DUNE RIDGE. THE MARK BEARS
 AQ1679'12 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE AND 8 FEET WEST OF THE
 AQ1679'EAST EDGE OF THE RIDGE.
 AQ1679
 AQ1679                          STATION RECOVERY (1989)
 AQ1679
 AQ1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1679'RECOVERED IN GOOD CONDITION.
 AQ1679
 AQ1679                          STATION RECOVERY (1990)
 AQ1679
 AQ1679'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1681 ***********************************************************************
 AQ1681  DESIGNATION -  73 77 A 19 RM 2 FLDT
 AQ1681  PID         -  AQ1681
 AQ1681  STATE/COUNTY-  FL/FLAGLER
 AQ1681  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1681
 AQ1681                         *CURRENT SURVEY CONTROL
 AQ1681  ___________________________________________________________________
 AQ1681* NAD 83(1986)-  29 33 46.     (N)    081 10 03.     (W)     SCALED    
 AQ1681* NAVD 88     -         6.427  (meters)      21.09   (feet)  ADJUSTED  
 AQ1681  ___________________________________________________________________
 AQ1681  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AQ1681  DYNAMIC HT  -           6.418 (meters)      21.06  (feet)  COMP
 AQ1681  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AQ1681
 AQ1681  VERT ORDER  -  SECOND    CLASS I
 AQ1681
 AQ1681.The horizontal coordinates were scaled from a topographic map and have
 AQ1681.an estimated accuracy of +/- 6 seconds.
 AQ1681
 AQ1681.The orthometric height was determined by differential leveling
 AQ1681.and adjusted by the National Geodetic Survey in June 1991..
 AQ1681
 AQ1681.The geoid height was determined by GEOID03.
 AQ1681
 AQ1681.The dynamic height is computed by dividing the NAVD 88
 AQ1681.geopotential number by the normal gravity value computed on the
 AQ1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1681.degrees latitude (g = 980.6199 gals.).
 AQ1681
 AQ1681.The modeled gravity was interpolated from observed gravity values.
 AQ1681
 AQ1681;                    North         East    Units  Estimated Accuracy
 AQ1681;SPC FL E     -   579,420.      183,770.      MT  (+/- 180 meters Scaled)
 AQ1681
 AQ1681                          SUPERSEDED SURVEY CONTROL
 AQ1681
 AQ1681  NGVD 29 (??/??/92)    6.737  (m)           22.10   (f) ADJ UNCH    2 1
 AQ1681
 AQ1681.Superseded values are not recommended for survey control.
 AQ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1681.See file dsdata.txt to determine how the superseded data were derived.
 AQ1681
 AQ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN837703(NAD 83)
 AQ1681_MARKER: DD = SURVEY DISK
 AQ1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1681_SP_SET: 4X4 PRECAST
 AQ1681_STAMPING: 73 77 A19 RM NO 2
 AQ1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1681+STABILITY: SURFACE MOTION
 AQ1681
 AQ1681  HISTORY     - Date     Condition        Report By
 AQ1681  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1681  HISTORY     - 1989     GOOD             USPSQD
 AQ1681  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1681
 AQ1681                          STATION DESCRIPTION
 AQ1681
 AQ1681'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1681'6.3 MI NORTH FROM FLAGLER BEACH.
 AQ1681'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1681'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 6.3 MILES TO A
 AQ1681'SAND ROAD LEADING EAST TO THE BEACH. PROCEED EAST ON THE SAND ROAD
 AQ1681'FOR 0.1 MILE TO THE TOP OF A SAND DUNE RIDGE. THE MARK BEARS 34 FEET
 AQ1681'WEST OF THE EAST EDGE OF THE RIDGE.
 AQ1681
 AQ1681                          STATION RECOVERY (1989)
 AQ1681
 AQ1681'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1681'RECOVERED IN GOOD CONDITION.
 AQ1681
 AQ1681                          STATION RECOVERY (1990)
 AQ1681
 AQ1681'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1683 ***********************************************************************
 AQ1683  DESIGNATION -  73 77 A 20 FLDT
 AQ1683  PID         -  AQ1683
 AQ1683  STATE/COUNTY-  FL/FLAGLER
 AQ1683  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1683
 AQ1683                         *CURRENT SURVEY CONTROL
 AQ1683  ___________________________________________________________________
 AQ1683* NAD 83(1986)-  29 34 43.     (N)    081 10 27.     (W)     SCALED    
 AQ1683* NAVD 88     -         6.687  (meters)      21.94   (feet)  ADJUSTED  
 AQ1683  ___________________________________________________________________
 AQ1683  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1683  DYNAMIC HT  -           6.678 (meters)      21.91  (feet)  COMP
 AQ1683  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AQ1683
 AQ1683  VERT ORDER  -  SECOND    CLASS I
 AQ1683
 AQ1683.The horizontal coordinates were scaled from a topographic map and have
 AQ1683.an estimated accuracy of +/- 6 seconds.
 AQ1683
 AQ1683.The orthometric height was determined by differential leveling
 AQ1683.and adjusted by the National Geodetic Survey in June 1991..
 AQ1683
 AQ1683.The geoid height was determined by GEOID03.
 AQ1683
 AQ1683.The dynamic height is computed by dividing the NAVD 88
 AQ1683.geopotential number by the normal gravity value computed on the
 AQ1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1683.degrees latitude (g = 980.6199 gals.).
 AQ1683
 AQ1683.The modeled gravity was interpolated from observed gravity values.
 AQ1683
 AQ1683;                    North         East    Units  Estimated Accuracy
 AQ1683;SPC FL E     -   581,170.      183,130.      MT  (+/- 180 meters Scaled)
 AQ1683
 AQ1683                          SUPERSEDED SURVEY CONTROL
 AQ1683
 AQ1683  NGVD 29 (??/??/92)    6.998  (m)           22.96   (f) ADJ UNCH    2 1
 AQ1683
 AQ1683.Superseded values are not recommended for survey control.
 AQ1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1683.See file dsdata.txt to determine how the superseded data were derived.
 AQ1683
 AQ1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN831721(NAD 83)
 AQ1683_MARKER: DD = SURVEY DISK
 AQ1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1683_SP_SET: CONCRETE POST
 AQ1683_STAMPING: 73 77 A20
 AQ1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1683+STABILITY: SURFACE MOTION
 AQ1683
 AQ1683  HISTORY     - Date     Condition        Report By
 AQ1683  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1683  HISTORY     - 1989     GOOD             USPSQD
 AQ1683  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1683
 AQ1683                          STATION DESCRIPTION
 AQ1683
 AQ1683'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1683'8.7 MI NORTH FROM FLAGLER BEACH.
 AQ1683'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1683'FLAGLER BEACH, PROCED NORTHERLY ON STATE ROAD A1A FOR 7.9 MILES TO
 AQ1683'THE ENTRANCE TO SHERATON INN MOTEL. PROCEED EASTERLY ON THE ENTRANCE
 AQ1683'DRIVE FOR 0.8 MILE TO THE MOTEL OFFICE. THE MARK IS LOCATED NEAR THE
 AQ1683'SOUTHEAST SIDE OF THE MOTEL NEAR A WOODEN GAZEBO, AND BEARS 10 FEET
 AQ1683'NORTH NORTHWEST OF THE NORTH EDGE OF THE SAND RIDGE, AND 8.5 FEET EAST
 AQ1683'OF THE NORTHEAST CORNER OF THE WOODEN GAZEBO.
 AQ1683
 AQ1683                          STATION RECOVERY (1989)
 AQ1683
 AQ1683'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1683'RECOVERED IN GOOD CONDITION.
 AQ1683
 AQ1683                          STATION RECOVERY (1990)
 AQ1683
 AQ1683'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1684 ***********************************************************************
 AQ1684  DESIGNATION -  73 77 A 20 RM 2 FLDT
 AQ1684  PID         -  AQ1684
 AQ1684  STATE/COUNTY-  FL/FLAGLER
 AQ1684  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1684
 AQ1684                         *CURRENT SURVEY CONTROL
 AQ1684  ___________________________________________________________________
 AQ1684* NAD 83(1986)-  29 34 43.     (N)    081 10 27.     (W)     SCALED    
 AQ1684* NAVD 88     -         6.866  (meters)      22.53   (feet)  ADJUSTED  
 AQ1684  ___________________________________________________________________
 AQ1684  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1684  DYNAMIC HT  -           6.856 (meters)      22.49  (feet)  COMP
 AQ1684  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AQ1684
 AQ1684  VERT ORDER  -  SECOND    CLASS I
 AQ1684
 AQ1684.The horizontal coordinates were scaled from a topographic map and have
 AQ1684.an estimated accuracy of +/- 6 seconds.
 AQ1684
 AQ1684.The orthometric height was determined by differential leveling
 AQ1684.and adjusted by the National Geodetic Survey in June 1991..
 AQ1684
 AQ1684.The geoid height was determined by GEOID03.
 AQ1684
 AQ1684.The dynamic height is computed by dividing the NAVD 88
 AQ1684.geopotential number by the normal gravity value computed on the
 AQ1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1684.degrees latitude (g = 980.6199 gals.).
 AQ1684
 AQ1684.The modeled gravity was interpolated from observed gravity values.
 AQ1684
 AQ1684;                    North         East    Units  Estimated Accuracy
 AQ1684;SPC FL E     -   581,170.      183,130.      MT  (+/- 180 meters Scaled)
 AQ1684
 AQ1684                          SUPERSEDED SURVEY CONTROL
 AQ1684
 AQ1684  NGVD 29 (??/??/92)    7.176  (m)           23.54   (f) ADJ UNCH    2 1
 AQ1684
 AQ1684.Superseded values are not recommended for survey control.
 AQ1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1684.See file dsdata.txt to determine how the superseded data were derived.
 AQ1684
 AQ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN831721(NAD 83)
 AQ1684_MARKER: DD = SURVEY DISK
 AQ1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1684_SP_SET: 4X4 PRECAST
 AQ1684_STAMPING: 73 77 A20 RM NO 2
 AQ1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1684+STABILITY: SURFACE MOTION
 AQ1684
 AQ1684  HISTORY     - Date     Condition        Report By
 AQ1684  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1684  HISTORY     - 1989     GOOD             USPSQD
 AQ1684  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1684
 AQ1684                          STATION DESCRIPTION
 AQ1684
 AQ1684'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1684'8.7 MI NORTH FROM FLAGLER BEACH.
 AQ1684'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1684'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 7.9 MILES TO
 AQ1684'THE ENTRANCE TO THE SHERATON INN MOTEL. PROCEED EAST ON THE ENTRANCE
 AQ1684'DRIVE FOR 0.8 MILE TO THE MOTEL OFFICE. THE MARK IS LOCATED NEAR THE
 AQ1684'SOUTHEAST SIDE OF THE MOTEL NEAR A WOODEN GAZEBO, AND BEARS 46 FEET
 AQ1684'NORTH OF THE NORTHEAST CORNER OF THE GAZEBO, 26.5 FEET EAST OF THE
 AQ1684'EAST EDGE OF A CONCRETE SIDEWALK, AND 9 FEET WEST OF THE EAST EDGE OF
 AQ1684'THE SAND RIDGE.
 AQ1684
 AQ1684                          STATION RECOVERY (1989)
 AQ1684
 AQ1684'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1684'RECOVERED IN GOOD CONDITION.
 AQ1684
 AQ1684                          STATION RECOVERY (1990)
 AQ1684
 AQ1684'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1682 ***********************************************************************
 AQ1682  DESIGNATION -  73 77 A 20 RM NO 1 FLDT
 AQ1682  PID         -  AQ1682
 AQ1682  STATE/COUNTY-  FL/FLAGLER
 AQ1682  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1682
 AQ1682                         *CURRENT SURVEY CONTROL
 AQ1682  ___________________________________________________________________
 AQ1682* NAD 83(1986)-  29 34 43.     (N)    081 10 27.     (W)     SCALED    
 AQ1682* NAVD 88     -         6.590  (meters)      21.62   (feet)  ADJUSTED  
 AQ1682  ___________________________________________________________________
 AQ1682  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1682  DYNAMIC HT  -           6.581 (meters)      21.59  (feet)  COMP
 AQ1682  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AQ1682
 AQ1682  VERT ORDER  -  SECOND    CLASS I
 AQ1682
 AQ1682.The horizontal coordinates were scaled from a topographic map and have
 AQ1682.an estimated accuracy of +/- 6 seconds.
 AQ1682
 AQ1682.The orthometric height was determined by differential leveling
 AQ1682.and adjusted by the National Geodetic Survey in June 1991..
 AQ1682
 AQ1682.The geoid height was determined by GEOID03.
 AQ1682
 AQ1682.The dynamic height is computed by dividing the NAVD 88
 AQ1682.geopotential number by the normal gravity value computed on the
 AQ1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1682.degrees latitude (g = 980.6199 gals.).
 AQ1682
 AQ1682.The modeled gravity was interpolated from observed gravity values.
 AQ1682
 AQ1682;                    North         East    Units  Estimated Accuracy
 AQ1682;SPC FL E     -   581,170.      183,130.      MT  (+/- 180 meters Scaled)
 AQ1682
 AQ1682                          SUPERSEDED SURVEY CONTROL
 AQ1682
 AQ1682  NGVD 29 (??/??/92)    6.900  (m)           22.64   (f) ADJ UNCH    2 1
 AQ1682
 AQ1682.Superseded values are not recommended for survey control.
 AQ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1682.See file dsdata.txt to determine how the superseded data were derived.
 AQ1682
 AQ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN831721(NAD 83)
 AQ1682_MARKER: DD = SURVEY DISK
 AQ1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1682_SP_SET: 4X4 PRECAST
 AQ1682_STAMPING: 73 77 A20 RM NO 1
 AQ1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1682+STABILITY: SURFACE MOTION
 AQ1682
 AQ1682  HISTORY     - Date     Condition        Report By
 AQ1682  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1682  HISTORY     - 1989     GOOD             USPSQD
 AQ1682  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1682
 AQ1682                          STATION DESCRIPTION
 AQ1682
 AQ1682'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1682'8.7 MI NORTH FROM FLAGLER BEACH.
 AQ1682'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1682'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 7.9 MILES TO
 AQ1682'THE ENTRANCE TO SHERATON INN MOTEL. PROCEED EASTERLY ON THE ENTRANCE
 AQ1682'DRIVE FOR 0.8 MILE TO THE MOTEL OFFICE. THE MARK IS LOCATED NEAR THE
 AQ1682'SOUTHEAST SIDE OF THE MOTEL NEAR A WOODEN GAZEBO OVERLOOKING THE
 AQ1682'BEACH, AND BEARS 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AQ1682'GAZEBO, 26 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK AND 8
 AQ1682'FEET WEST OF THE EAST EDGE OF THE SAND RIDGE.
 AQ1682
 AQ1682                          STATION RECOVERY (1989)
 AQ1682
 AQ1682'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1682'RECOVERED IN GOOD CONDITION.
 AQ1682
 AQ1682                          STATION RECOVERY (1990)
 AQ1682
 AQ1682'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1686 ***********************************************************************
 AQ1686  DESIGNATION -  73 77 A 21 FLDT
 AQ1686  PID         -  AQ1686
 AQ1686  STATE/COUNTY-  FL/FLAGLER
 AQ1686  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1686
 AQ1686                         *CURRENT SURVEY CONTROL
 AQ1686  ___________________________________________________________________
 AQ1686* NAD 83(1986)-  29 35 04.     (N)    081 10 36.     (W)     SCALED    
 AQ1686* NAVD 88     -         5.746  (meters)      18.85   (feet)  ADJUSTED  
 AQ1686  ___________________________________________________________________
 AQ1686  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1686  DYNAMIC HT  -           5.738 (meters)      18.83  (feet)  COMP
 AQ1686  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1686
 AQ1686  VERT ORDER  -  SECOND    CLASS I
 AQ1686
 AQ1686.The horizontal coordinates were scaled from a topographic map and have
 AQ1686.an estimated accuracy of +/- 6 seconds.
 AQ1686
 AQ1686.The orthometric height was determined by differential leveling
 AQ1686.and adjusted by the National Geodetic Survey in June 1991..
 AQ1686
 AQ1686.The geoid height was determined by GEOID03.
 AQ1686
 AQ1686.The dynamic height is computed by dividing the NAVD 88
 AQ1686.geopotential number by the normal gravity value computed on the
 AQ1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1686.degrees latitude (g = 980.6199 gals.).
 AQ1686
 AQ1686.The modeled gravity was interpolated from observed gravity values.
 AQ1686
 AQ1686;                    North         East    Units  Estimated Accuracy
 AQ1686;SPC FL E     -   581,820.      182,890.      MT  (+/- 180 meters Scaled)
 AQ1686
 AQ1686                          SUPERSEDED SURVEY CONTROL
 AQ1686
 AQ1686  NGVD 29 (??/??/92)    6.056  (m)           19.87   (f) ADJ UNCH    2 1
 AQ1686
 AQ1686.Superseded values are not recommended for survey control.
 AQ1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1686.See file dsdata.txt to determine how the superseded data were derived.
 AQ1686
 AQ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN828727(NAD 83)
 AQ1686_MARKER: DD = SURVEY DISK
 AQ1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1686_SP_SET: CONCRETE POST
 AQ1686_STAMPING: 73 77 A21
 AQ1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1686+STABILITY: SURFACE MOTION
 AQ1686
 AQ1686  HISTORY     - Date     Condition        Report By
 AQ1686  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1686  HISTORY     - 1989     GOOD             USPSQD
 AQ1686  HISTORY     - 1990     GOOD             USPSQD
 AQ1686
 AQ1686                          STATION DESCRIPTION
 AQ1686
 AQ1686'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1686'9.2 MI NORTH FROM FLAGLER BEACH.
 AQ1686'BEGINNIG AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1686'FLAGLER BEACH, PROCEED NORTHERLY ON STATEEROAD A1A FOR 8.4 MILES TO
 AQ1686'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EAST ON JUNGLE HUT ROAD
 AQ1686'FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS 63
 AQ1686'SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL TO THE BEACH, AND 3
 AQ1686'FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE.
 AQ1686
 AQ1686                          STATION RECOVERY (1989)
 AQ1686
 AQ1686'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1686'RECOVERED IN GOOD CONDITION.
 AQ1686
 AQ1686                          STATION RECOVERY (1990)
 AQ1686
 AQ1686'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1687 ***********************************************************************
 AQ1687  DESIGNATION -  73 77 A 21 RM 1 FLDT
 AQ1687  PID         -  AQ1687
 AQ1687  STATE/COUNTY-  FL/FLAGLER
 AQ1687  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1687
 AQ1687                         *CURRENT SURVEY CONTROL
 AQ1687  ___________________________________________________________________
 AQ1687* NAD 83(1986)-  29 35 04.     (N)    081 10 36.     (W)     SCALED    
 AQ1687* NAVD 88     -         3.929  (meters)      12.89   (feet)  ADJUSTED  
 AQ1687  ___________________________________________________________________
 AQ1687  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1687  DYNAMIC HT  -           3.924 (meters)      12.87  (feet)  COMP
 AQ1687  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1687
 AQ1687  VERT ORDER  -  SECOND    CLASS I
 AQ1687
 AQ1687.The horizontal coordinates were scaled from a topographic map and have
 AQ1687.an estimated accuracy of +/- 6 seconds.
 AQ1687
 AQ1687.The orthometric height was determined by differential leveling
 AQ1687.and adjusted by the National Geodetic Survey in June 1991..
 AQ1687
 AQ1687.The geoid height was determined by GEOID03.
 AQ1687
 AQ1687.The dynamic height is computed by dividing the NAVD 88
 AQ1687.geopotential number by the normal gravity value computed on the
 AQ1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1687.degrees latitude (g = 980.6199 gals.).
 AQ1687
 AQ1687.The modeled gravity was interpolated from observed gravity values.
 AQ1687
 AQ1687;                    North         East    Units  Estimated Accuracy
 AQ1687;SPC FL E     -   581,820.      182,890.      MT  (+/- 180 meters Scaled)
 AQ1687
 AQ1687                          SUPERSEDED SURVEY CONTROL
 AQ1687
 AQ1687  NGVD 29 (??/??/92)    4.240  (m)           13.91   (f) ADJ UNCH    2 1
 AQ1687
 AQ1687.Superseded values are not recommended for survey control.
 AQ1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1687.See file dsdata.txt to determine how the superseded data were derived.
 AQ1687
 AQ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN828727(NAD 83)
 AQ1687_MARKER: DD = SURVEY DISK
 AQ1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1687_SP_SET: 4X4 PRECAST
 AQ1687_STAMPING: 73 77 A21 RM NO 1
 AQ1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1687+STABILITY: SURFACE MOTION
 AQ1687
 AQ1687  HISTORY     - Date     Condition        Report By
 AQ1687  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1687  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1687
 AQ1687                          STATION DESCRIPTION
 AQ1687
 AQ1687'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1687'9.2 MI NORTH FROM FLAGLER BEACH.
 AQ1687'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1687'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1687'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EAST ON JUNGLE HUT ROAD
 AQ1687'FOR 0.8 MILES TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1687'21.5 FEET SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL TO THE BEACH,
 AQ1687'AND 14 FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE.
 AQ1687
 AQ1687                          STATION RECOVERY (1989)
 AQ1687
 AQ1687'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1685 ***********************************************************************
 AQ1685  DESIGNATION -  73 77 A 21 RM 2 FLDT
 AQ1685  PID         -  AQ1685
 AQ1685  STATE/COUNTY-  FL/FLAGLER
 AQ1685  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1685
 AQ1685                         *CURRENT SURVEY CONTROL
 AQ1685  ___________________________________________________________________
 AQ1685* NAD 83(1986)-  29 35 04.     (N)    081 10 36.     (W)     SCALED    
 AQ1685* NAVD 88     -         3.709  (meters)      12.17   (feet)  ADJUSTED  
 AQ1685  ___________________________________________________________________
 AQ1685  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1685  DYNAMIC HT  -           3.704 (meters)      12.15  (feet)  COMP
 AQ1685  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1685
 AQ1685  VERT ORDER  -  SECOND    CLASS I
 AQ1685
 AQ1685.The horizontal coordinates were scaled from a topographic map and have
 AQ1685.an estimated accuracy of +/- 6 seconds.
 AQ1685
 AQ1685.The orthometric height was determined by differential leveling
 AQ1685.and adjusted by the National Geodetic Survey in June 1991..
 AQ1685
 AQ1685.The geoid height was determined by GEOID03.
 AQ1685
 AQ1685.The dynamic height is computed by dividing the NAVD 88
 AQ1685.geopotential number by the normal gravity value computed on the
 AQ1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1685.degrees latitude (g = 980.6199 gals.).
 AQ1685
 AQ1685.The modeled gravity was interpolated from observed gravity values.
 AQ1685
 AQ1685;                    North         East    Units  Estimated Accuracy
 AQ1685;SPC FL E     -   581,820.      182,890.      MT  (+/- 180 meters Scaled)
 AQ1685
 AQ1685                          SUPERSEDED SURVEY CONTROL
 AQ1685
 AQ1685  NGVD 29 (??/??/92)    4.019  (m)           13.19   (f) ADJ UNCH    2 1
 AQ1685
 AQ1685.Superseded values are not recommended for survey control.
 AQ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1685.See file dsdata.txt to determine how the superseded data were derived.
 AQ1685
 AQ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN828727(NAD 83)
 AQ1685_MARKER: DD = SURVEY DISK
 AQ1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1685_SP_SET: 4X4 PRECAST
 AQ1685_STAMPING: 73 77 A21 RM NO 2
 AQ1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1685+STABILITY: SURFACE MOTION
 AQ1685
 AQ1685  HISTORY     - Date     Condition        Report By
 AQ1685  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1685  HISTORY     - 1989     GOOD             USPSQD
 AQ1685
 AQ1685                          STATION DESCRIPTION
 AQ1685
 AQ1685'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1685'9.2 MI NORTH FROM FLAGLER BEACH.
 AQ1685'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1685'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1685'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1685'ROAD FOR 0.8 MILES TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK
 AQ1685'BEARS 72 FEET SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL, AND 6
 AQ1685'FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE.
 AQ1685
 AQ1685                          STATION RECOVERY (1989)
 AQ1685
 AQ1685'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1689 ***********************************************************************
 AQ1689  DESIGNATION -  73 77 A 22 FLDT
 AQ1689  PID         -  AQ1689
 AQ1689  STATE/COUNTY-  FL/FLAGLER
 AQ1689  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1689
 AQ1689                         *CURRENT SURVEY CONTROL
 AQ1689  ___________________________________________________________________
 AQ1689* NAD 83(1986)-  29 35 36.     (N)    081 10 50.     (W)     SCALED    
 AQ1689* NAVD 88     -         5.719  (meters)      18.76   (feet)  ADJUSTED  
 AQ1689  ___________________________________________________________________
 AQ1689  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1689  DYNAMIC HT  -           5.711 (meters)      18.74  (feet)  COMP
 AQ1689  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1689
 AQ1689  VERT ORDER  -  SECOND    CLASS I
 AQ1689
 AQ1689.The horizontal coordinates were scaled from a topographic map and have
 AQ1689.an estimated accuracy of +/- 6 seconds.
 AQ1689
 AQ1689.The orthometric height was determined by differential leveling
 AQ1689.and adjusted by the National Geodetic Survey in June 1991..
 AQ1689
 AQ1689.The geoid height was determined by GEOID03.
 AQ1689
 AQ1689.The dynamic height is computed by dividing the NAVD 88
 AQ1689.geopotential number by the normal gravity value computed on the
 AQ1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1689.degrees latitude (g = 980.6199 gals.).
 AQ1689
 AQ1689.The modeled gravity was interpolated from observed gravity values.
 AQ1689
 AQ1689;                    North         East    Units  Estimated Accuracy
 AQ1689;SPC FL E     -   582,810.      182,510.      MT  (+/- 180 meters Scaled)
 AQ1689
 AQ1689                          SUPERSEDED SURVEY CONTROL
 AQ1689
 AQ1689  NGVD 29 (??/??/92)    6.030  (m)           19.78   (f) ADJ UNCH    2 1
 AQ1689
 AQ1689.Superseded values are not recommended for survey control.
 AQ1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1689.See file dsdata.txt to determine how the superseded data were derived.
 AQ1689
 AQ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN825737(NAD 83)
 AQ1689_MARKER: DD = SURVEY DISK
 AQ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1689_SP_SET: CONCRETE POST
 AQ1689_STAMPING: 73 77 A22
 AQ1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1689+STABILITY: SURFACE MOTION
 AQ1689
 AQ1689  HISTORY     - Date     Condition        Report By
 AQ1689  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1689  HISTORY     - 1989     GOOD             USPSQD
 AQ1689
 AQ1689                          STATION DESCRIPTION
 AQ1689
 AQ1689'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1689'9.9 MI NORTH FROM FLAGLER BEACH.
 AQ1689'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1689'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1689'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1689'ROAD FOR 0.8 MILE TO THE BEACH. FROM HERE A 4 WHEEL DRIVE VEHICLE IS
 AQ1689'NEEDED TO GO NORTH ALONG THE BEACH FOR 0.7 MILE TO THE MARK, WHICH
 AQ1689'BEARS 7.5 FEET SOUTHWEST OF THE CENTERLINE OF A SAND TRAIL AND 2 FEET
 AQ1689'SOUTHWEST OF THE EAST EDGA OF THE HIGHER SAND RIDGE.
 AQ1689
 AQ1689                          STATION RECOVERY (1989)
 AQ1689
 AQ1689'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1690 ***********************************************************************
 AQ1690  DESIGNATION -  73 77 A 22 RM 1 FLDT
 AQ1690  PID         -  AQ1690
 AQ1690  STATE/COUNTY-  FL/FLAGLER
 AQ1690  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1690
 AQ1690                         *CURRENT SURVEY CONTROL
 AQ1690  ___________________________________________________________________
 AQ1690* NAD 83(1986)-  29 35 36.     (N)    081 10 50.     (W)     SCALED    
 AQ1690* NAVD 88     -         4.019  (meters)      13.19   (feet)  ADJUSTED  
 AQ1690  ___________________________________________________________________
 AQ1690  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1690  DYNAMIC HT  -           4.013 (meters)      13.17  (feet)  COMP
 AQ1690  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1690
 AQ1690  VERT ORDER  -  SECOND    CLASS I
 AQ1690
 AQ1690.The horizontal coordinates were scaled from a topographic map and have
 AQ1690.an estimated accuracy of +/- 6 seconds.
 AQ1690
 AQ1690.The orthometric height was determined by differential leveling
 AQ1690.and adjusted by the National Geodetic Survey in June 1991..
 AQ1690
 AQ1690.The geoid height was determined by GEOID03.
 AQ1690
 AQ1690.The dynamic height is computed by dividing the NAVD 88
 AQ1690.geopotential number by the normal gravity value computed on the
 AQ1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1690.degrees latitude (g = 980.6199 gals.).
 AQ1690
 AQ1690.The modeled gravity was interpolated from observed gravity values.
 AQ1690
 AQ1690;                    North         East    Units  Estimated Accuracy
 AQ1690;SPC FL E     -   582,810.      182,510.      MT  (+/- 180 meters Scaled)
 AQ1690
 AQ1690                          SUPERSEDED SURVEY CONTROL
 AQ1690
 AQ1690  NGVD 29 (??/??/92)    4.330  (m)           14.21   (f) ADJ UNCH    2 1
 AQ1690
 AQ1690.Superseded values are not recommended for survey control.
 AQ1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1690.See file dsdata.txt to determine how the superseded data were derived.
 AQ1690
 AQ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN825737(NAD 83)
 AQ1690_MARKER: DD = SURVEY DISK
 AQ1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1690_SP_SET: 4X4 PRECAST
 AQ1690_STAMPING: 73 77 A22 RM NO 1
 AQ1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1690+STABILITY: SURFACE MOTION
 AQ1690
 AQ1690  HISTORY     - Date     Condition        Report By
 AQ1690  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1690
 AQ1690                          STATION DESCRIPTION
 AQ1690
 AQ1690'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1690'9.9 MI NORTH FROM FLAGLER BEACH.
 AQ1690'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1690'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1690'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1690'ROAD FOR 0.8 MILE TO THE BEACH. FROM HERE A FOUR WHEEL DRIVE VEHICLE
 AQ1690'IS NEEDED TO GO NORTH ALONG THE BEACH FOR 0.7 MILE TO THE MARK. THE
 AQ1690'MARK BEARS 17 FEET NORTHEAST OF THE CENTERLINE OF A SAND TRAIL, AND 2
 AQ1690'FEET SOUTHWEST OF THE EAST EDGE OF THE LOWER SAND RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1688 ***********************************************************************
 AQ1688  DESIGNATION -  73 77 A 22 RM 2 FLDT
 AQ1688  PID         -  AQ1688
 AQ1688  STATE/COUNTY-  FL/FLAGLER
 AQ1688  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1688
 AQ1688                         *CURRENT SURVEY CONTROL
 AQ1688  ___________________________________________________________________
 AQ1688* NAD 83(1986)-  29 35 36.     (N)    081 10 50.     (W)     SCALED    
 AQ1688* NAVD 88     -         3.781  (meters)      12.40   (feet)  ADJUSTED  
 AQ1688  ___________________________________________________________________
 AQ1688  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1688  DYNAMIC HT  -           3.775 (meters)      12.39  (feet)  COMP
 AQ1688  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1688
 AQ1688  VERT ORDER  -  SECOND    CLASS I
 AQ1688
 AQ1688.The horizontal coordinates were scaled from a topographic map and have
 AQ1688.an estimated accuracy of +/- 6 seconds.
 AQ1688
 AQ1688.The orthometric height was determined by differential leveling
 AQ1688.and adjusted by the National Geodetic Survey in June 1991..
 AQ1688
 AQ1688.The geoid height was determined by GEOID03.
 AQ1688
 AQ1688.The dynamic height is computed by dividing the NAVD 88
 AQ1688.geopotential number by the normal gravity value computed on the
 AQ1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1688.degrees latitude (g = 980.6199 gals.).
 AQ1688
 AQ1688.The modeled gravity was interpolated from observed gravity values.
 AQ1688
 AQ1688;                    North         East    Units  Estimated Accuracy
 AQ1688;SPC FL E     -   582,810.      182,510.      MT  (+/- 180 meters Scaled)
 AQ1688
 AQ1688                          SUPERSEDED SURVEY CONTROL
 AQ1688
 AQ1688  NGVD 29 (??/??/92)    4.092  (m)           13.43   (f) ADJ UNCH    2 1
 AQ1688
 AQ1688.Superseded values are not recommended for survey control.
 AQ1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1688.See file dsdata.txt to determine how the superseded data were derived.
 AQ1688
 AQ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN825737(NAD 83)
 AQ1688_MARKER: DD = SURVEY DISK
 AQ1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1688_SP_SET: 4X4 PRECAST
 AQ1688_STAMPING: 73 77 A22 RM NO 2
 AQ1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1688+STABILITY: SURFACE MOTION
 AQ1688
 AQ1688  HISTORY     - Date     Condition        Report By
 AQ1688  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1688
 AQ1688                          STATION DESCRIPTION
 AQ1688
 AQ1688'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1688'9.9 MI NORTH FROM FLAGLER BEACH.
 AQ1688'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1688'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1688'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1688'ROAD FOR 0.8 MILES TO THE BEACH, FROM HERE A 4 WHEEL DRIVE VEHICLE
 AQ1688'IS NEEDED TO GO NORTH ALONG THE BEACH FOR 0.7 MILE TO THE MARK,
 AQ1688'WHICH BEARS 13.5 FEET NORTHEAST OF THE CENTERLINE OF A SAND TRAIL
 AQ1688'AND 7 FEET SOUTHWEST OF THE EAST EDGE OF THE LOWER SAND RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1691 ***********************************************************************
 AQ1691  DESIGNATION -  73 77 A 23 FLDT
 AQ1691  PID         -  AQ1691
 AQ1691  STATE/COUNTY-  FL/FLAGLER
 AQ1691  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1691
 AQ1691                         *CURRENT SURVEY CONTROL
 AQ1691  ___________________________________________________________________
 AQ1691* NAD 83(1986)-  29 36 17.     (N)    081 11 07.     (W)     SCALED    
 AQ1691* NAVD 88     -         5.591  (meters)      18.34   (feet)  ADJUSTED  
 AQ1691  ___________________________________________________________________
 AQ1691  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1691  DYNAMIC HT  -           5.583 (meters)      18.32  (feet)  COMP
 AQ1691  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1691
 AQ1691  VERT ORDER  -  SECOND    CLASS I
 AQ1691
 AQ1691.The horizontal coordinates were scaled from a topographic map and have
 AQ1691.an estimated accuracy of +/- 6 seconds.
 AQ1691
 AQ1691.The orthometric height was determined by differential leveling
 AQ1691.and adjusted by the National Geodetic Survey in June 1991..
 AQ1691
 AQ1691.The geoid height was determined by GEOID03.
 AQ1691
 AQ1691.The dynamic height is computed by dividing the NAVD 88
 AQ1691.geopotential number by the normal gravity value computed on the
 AQ1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1691.degrees latitude (g = 980.6199 gals.).
 AQ1691
 AQ1691.The modeled gravity was interpolated from observed gravity values.
 AQ1691
 AQ1691;                    North         East    Units  Estimated Accuracy
 AQ1691;SPC FL E     -   584,070.      182,050.      MT  (+/- 180 meters Scaled)
 AQ1691
 AQ1691                          SUPERSEDED SURVEY CONTROL
 AQ1691
 AQ1691  NGVD 29 (??/??/92)    5.902  (m)           19.36   (f) ADJ UNCH    2 1
 AQ1691
 AQ1691.Superseded values are not recommended for survey control.
 AQ1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1691.See file dsdata.txt to determine how the superseded data were derived.
 AQ1691
 AQ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN820750(NAD 83)
 AQ1691_MARKER: DD = SURVEY DISK
 AQ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1691_SP_SET: CONCRETE POST
 AQ1691_STAMPING: 73 77 A23
 AQ1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1691+STABILITY: SURFACE MOTION
 AQ1691
 AQ1691  HISTORY     - Date     Condition        Report By
 AQ1691  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1691  HISTORY     - 1989     GOOD             USPSQD
 AQ1691
 AQ1691                          STATION DESCRIPTION
 AQ1691
 AQ1691'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1691'10.5 MI NORTH FROM FLAGLER BEACH.
 AQ1691'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1691'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 9.7 MILES TO
 AQ1691'THE INTERSECTION OF 16TH ROAD. PROCEED EASTERLY ON 16TH ROAD FOR 0.8
 AQ1691'MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS 83 FEET
 AQ1691'SOUTH OF THE CENTERLINE OF 16TH ROAD AND 6 FEET WEST OF THE EAST EDGE
 AQ1691'OF THE SAND RIDGE.
 AQ1691
 AQ1691                          STATION RECOVERY (1989)
 AQ1691
 AQ1691'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1692 ***********************************************************************
 AQ1692  DESIGNATION -  73 77 A 23 RM 2 FLDT
 AQ1692  PID         -  AQ1692
 AQ1692  STATE/COUNTY-  FL/FLAGLER
 AQ1692  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1692
 AQ1692                         *CURRENT SURVEY CONTROL
 AQ1692  ___________________________________________________________________
 AQ1692* NAD 83(1986)-  29 36 17.     (N)    081 11 07.     (W)     SCALED    
 AQ1692* NAVD 88     -         4.689  (meters)      15.38   (feet)  ADJUSTED  
 AQ1692  ___________________________________________________________________
 AQ1692  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1692  DYNAMIC HT  -           4.683 (meters)      15.36  (feet)  COMP
 AQ1692  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1692
 AQ1692  VERT ORDER  -  SECOND    CLASS I
 AQ1692
 AQ1692.The horizontal coordinates were scaled from a topographic map and have
 AQ1692.an estimated accuracy of +/- 6 seconds.
 AQ1692
 AQ1692.The orthometric height was determined by differential leveling
 AQ1692.and adjusted by the National Geodetic Survey in June 1991..
 AQ1692
 AQ1692.The geoid height was determined by GEOID03.
 AQ1692
 AQ1692.The dynamic height is computed by dividing the NAVD 88
 AQ1692.geopotential number by the normal gravity value computed on the
 AQ1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1692.degrees latitude (g = 980.6199 gals.).
 AQ1692
 AQ1692.The modeled gravity was interpolated from observed gravity values.
 AQ1692
 AQ1692;                    North         East    Units  Estimated Accuracy
 AQ1692;SPC FL E     -   584,070.      182,050.      MT  (+/- 180 meters Scaled)
 AQ1692
 AQ1692                          SUPERSEDED SURVEY CONTROL
 AQ1692
 AQ1692  NGVD 29 (??/??/92)    5.000  (m)           16.40   (f) ADJ UNCH    2 1
 AQ1692
 AQ1692.Superseded values are not recommended for survey control.
 AQ1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1692.See file dsdata.txt to determine how the superseded data were derived.
 AQ1692
 AQ1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN820750(NAD 83)
 AQ1692_MARKER: DD = SURVEY DISK
 AQ1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1692_SP_SET: CONCRETE POST
 AQ1692_STAMPING: 73 77 A23 RM NO 2
 AQ1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1692+STABILITY: SURFACE MOTION
 AQ1692
 AQ1692  HISTORY     - Date     Condition        Report By
 AQ1692  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1692
 AQ1692                          STATION DESCRIPTION
 AQ1692
 AQ1692'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1692'10.5 MI NORTH FROM FLAGLER BEACH.
 AQ1692'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1692'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 9.7 MILES TO
 AQ1692'THE INTERSECTION OF 16TH ROAD. PROCEED EASTERLY ON 16TH ROAD FOR 0.8
 AQ1692'MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS 40 FEET WEST
 AQ1692'OF THE EAST EDGE OF THE LOWER SAND RIDGE, 35 FEET SOUTH OF THE CENTER
 AQ1692'LINE OF 16TH ROAD, AND 10 FEET WEST OF THE EAST EDGE OF THE HIGHER
 AQ1692'SAND RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1693 ***********************************************************************
 AQ1693  DESIGNATION -  73 77 A 24 FLDT
 AQ1693  PID         -  AQ1693
 AQ1693  STATE/COUNTY-  FL/FLAGLER
 AQ1693  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1693
 AQ1693                         *CURRENT SURVEY CONTROL
 AQ1693  ___________________________________________________________________
 AQ1693* NAD 83(1986)-  29 37 00.     (N)    081 11 24.     (W)     SCALED    
 AQ1693* NAVD 88     -         5.564  (meters)      18.25   (feet)  ADJUSTED  
 AQ1693  ___________________________________________________________________
 AQ1693  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1693  DYNAMIC HT  -           5.556 (meters)      18.23  (feet)  COMP
 AQ1693  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AQ1693
 AQ1693  VERT ORDER  -  SECOND    CLASS I
 AQ1693
 AQ1693.The horizontal coordinates were scaled from a topographic map and have
 AQ1693.an estimated accuracy of +/- 6 seconds.
 AQ1693
 AQ1693.The orthometric height was determined by differential leveling
 AQ1693.and adjusted by the National Geodetic Survey in June 1991..
 AQ1693
 AQ1693.The geoid height was determined by GEOID03.
 AQ1693
 AQ1693.The dynamic height is computed by dividing the NAVD 88
 AQ1693.geopotential number by the normal gravity value computed on the
 AQ1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1693.degrees latitude (g = 980.6199 gals.).
 AQ1693
 AQ1693.The modeled gravity was interpolated from observed gravity values.
 AQ1693
 AQ1693;                    North         East    Units  Estimated Accuracy
 AQ1693;SPC FL E     -   585,390.      181,600.      MT  (+/- 180 meters Scaled)
 AQ1693
 AQ1693                          SUPERSEDED SURVEY CONTROL
 AQ1693
 AQ1693  NGVD 29 (??/??/92)    5.875  (m)           19.27   (f) ADJ UNCH    2 1
 AQ1693
 AQ1693.Superseded values are not recommended for survey control.
 AQ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1693.See file dsdata.txt to determine how the superseded data were derived.
 AQ1693
 AQ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN816763(NAD 83)
 AQ1693_MARKER: DD = SURVEY DISK
 AQ1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1693_SP_SET: CONCRETE POST
 AQ1693_STAMPING: 73 77 A24
 AQ1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1693+STABILITY: SURFACE MOTION
 AQ1693
 AQ1693  HISTORY     - Date     Condition        Report By
 AQ1693  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1693  HISTORY     - 1988     GOOD             USPSQD
 AQ1693  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1693
 AQ1693                          STATION DESCRIPTION
 AQ1693
 AQ1693'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1693'11.5 MI NORTH FROM FLAGLER BEACH.
 AQ1693'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1693'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 10.7 MILES TO
 AQ1693'THE INTERSECTION OF MALA COMPRA ROAD. PROCEED EASTERLY ON MALA COMPRA
 AQ1693'ROAD FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1693'90.5 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 3 FEET WEST
 AQ1693'OF THE EAST EDGE OF THE SAND RIDGE.
 AQ1693
 AQ1693                          STATION RECOVERY (1988)
 AQ1693
 AQ1693'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 AQ1693'RECOVERED IN GOOD CONDITION.
 AQ1693
 AQ1693                          STATION RECOVERY (1990)
 AQ1693
 AQ1693'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1695 ***********************************************************************
 AQ1695  DESIGNATION -  73 77 A 24 RM 1 FLDT
 AQ1695  PID         -  AQ1695
 AQ1695  STATE/COUNTY-  FL/FLAGLER
 AQ1695  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1695
 AQ1695                         *CURRENT SURVEY CONTROL
 AQ1695  ___________________________________________________________________
 AQ1695* NAD 83(1986)-  29 37 00.     (N)    081 11 24.     (W)     SCALED    
 AQ1695* NAVD 88     -         3.216  (meters)      10.55   (feet)  ADJUSTED  
 AQ1695  ___________________________________________________________________
 AQ1695  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1695  DYNAMIC HT  -           3.212 (meters)      10.54  (feet)  COMP
 AQ1695  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AQ1695
 AQ1695  VERT ORDER  -  SECOND    CLASS I
 AQ1695
 AQ1695.The horizontal coordinates were scaled from a topographic map and have
 AQ1695.an estimated accuracy of +/- 6 seconds.
 AQ1695
 AQ1695.The orthometric height was determined by differential leveling
 AQ1695.and adjusted by the National Geodetic Survey in June 1991..
 AQ1695
 AQ1695.The geoid height was determined by GEOID03.
 AQ1695
 AQ1695.The dynamic height is computed by dividing the NAVD 88
 AQ1695.geopotential number by the normal gravity value computed on the
 AQ1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1695.degrees latitude (g = 980.6199 gals.).
 AQ1695
 AQ1695.The modeled gravity was interpolated from observed gravity values.
 AQ1695
 AQ1695;                    North         East    Units  Estimated Accuracy
 AQ1695;SPC FL E     -   585,390.      181,600.      MT  (+/- 180 meters Scaled)
 AQ1695
 AQ1695                          SUPERSEDED SURVEY CONTROL
 AQ1695
 AQ1695  NGVD 29 (??/??/92)    3.528  (m)           11.57   (f) ADJ UNCH    2 1
 AQ1695
 AQ1695.Superseded values are not recommended for survey control.
 AQ1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1695.See file dsdata.txt to determine how the superseded data were derived.
 AQ1695
 AQ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN816763(NAD 83)
 AQ1695_MARKER: DD = SURVEY DISK
 AQ1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1695_SP_SET: 4X4 PRECAST
 AQ1695_STAMPING: 73 77 A24 RM NO 1
 AQ1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1695+STABILITY: SURFACE MOTION
 AQ1695
 AQ1695  HISTORY     - Date     Condition        Report By
 AQ1695  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1695  HISTORY     - 1988     GOOD             USPSQD
 AQ1695  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1695
 AQ1695                          STATION DESCRIPTION
 AQ1695
 AQ1695'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1695'11.5 MI NORTH FROM FLAGLER BEACH.
 AQ1695'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1695'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 10.7 MILES TO
 AQ1695'THE INTERSECTION OF MALA COMPRA ROAD. PROCEED EASTERLY ON MALA COMPRA
 AQ1695'ROAD FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1695'52 FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE AND 30 FEET
 AQ1695'NORTH OF THE CENTERLINE OF THE PAVED ROAD.
 AQ1695
 AQ1695                          STATION RECOVERY (1988)
 AQ1695
 AQ1695'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 AQ1695'RECOVERED IN GOOD CONDITION.
 AQ1695
 AQ1695                          STATION RECOVERY (1990)
 AQ1695
 AQ1695'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1694 ***********************************************************************
 AQ1694  DESIGNATION -  73 77 A 24 RM 2 FLDT
 AQ1694  PID         -  AQ1694
 AQ1694  STATE/COUNTY-  FL/FLAGLER
 AQ1694  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1694
 AQ1694                         *CURRENT SURVEY CONTROL
 AQ1694  ___________________________________________________________________
 AQ1694* NAD 83(1986)-  29 37 00.     (N)    081 11 24.     (W)     SCALED    
 AQ1694* NAVD 88     -         5.224  (meters)      17.14   (feet)  ADJUSTED  
 AQ1694  ___________________________________________________________________
 AQ1694  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1694  DYNAMIC HT  -           5.217 (meters)      17.12  (feet)  COMP
 AQ1694  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AQ1694
 AQ1694  VERT ORDER  -  SECOND    CLASS I
 AQ1694
 AQ1694.The horizontal coordinates were scaled from a topographic map and have
 AQ1694.an estimated accuracy of +/- 6 seconds.
 AQ1694
 AQ1694.The orthometric height was determined by differential leveling
 AQ1694.and adjusted by the National Geodetic Survey in June 1991..
 AQ1694
 AQ1694.The geoid height was determined by GEOID03.
 AQ1694
 AQ1694.The dynamic height is computed by dividing the NAVD 88
 AQ1694.geopotential number by the normal gravity value computed on the
 AQ1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1694.degrees latitude (g = 980.6199 gals.).
 AQ1694
 AQ1694.The modeled gravity was interpolated from observed gravity values.
 AQ1694
 AQ1694;                    North         East    Units  Estimated Accuracy
 AQ1694;SPC FL E     -   585,390.      181,600.      MT  (+/- 180 meters Scaled)
 AQ1694
 AQ1694                          SUPERSEDED SURVEY CONTROL
 AQ1694
 AQ1694  NGVD 29 (??/??/92)    5.536  (m)           18.16   (f) ADJ UNCH    2 1
 AQ1694
 AQ1694.Superseded values are not recommended for survey control.
 AQ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1694.See file dsdata.txt to determine how the superseded data were derived.
 AQ1694
 AQ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN816763(NAD 83)
 AQ1694_MARKER: DD = SURVEY DISK
 AQ1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1694_SP_SET: 4X4 PRECAST
 AQ1694_STAMPING: 73 77 A24 RM NO 2
 AQ1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1694+STABILITY: SURFACE MOTION
 AQ1694
 AQ1694  HISTORY     - Date     Condition        Report By
 AQ1694  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1694  HISTORY     - 1988     GOOD             USPSQD
 AQ1694  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1694
 AQ1694                          STATION DESCRIPTION
 AQ1694
 AQ1694'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1694'11.5 MI NORTH FROM FLAGLER BEACH.
 AQ1694'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1694'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROA A1A FOR 10.7 MILES TO
 AQ1694'THE INTERSECTION OF MALA COMPRA ROAD. PROCEED EASTERLY ON MALA COMPRA
 AQ1694'ROAD FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1694'2 FEET WEST OF THE EAST EDGE OF THE SAND RIDGE AND 136 FEET NORTH OF
 AQ1694'THE CENTERLINE OF THE PAVED ROAD.
 AQ1694
 AQ1694                          STATION RECOVERY (1988)
 AQ1694
 AQ1694'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 AQ1694'RECOVERED IN GOOD CONDITION.
 AQ1694
 AQ1694                          STATION RECOVERY (1990)
 AQ1694
 AQ1694'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1696 ***********************************************************************
 AQ1696  DESIGNATION -  73 77 A 25 FLDT
 AQ1696  PID         -  AQ1696
 AQ1696  STATE/COUNTY-  FL/FLAGLER
 AQ1696  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1696
 AQ1696                         *CURRENT SURVEY CONTROL
 AQ1696  ___________________________________________________________________
 AQ1696* NAD 83(1986)-  29 37 21.     (N)    081 11 34.     (W)     SCALED    
 AQ1696* NAVD 88     -         4.063  (meters)      13.33   (feet)  ADJUSTED  
 AQ1696  ___________________________________________________________________
 AQ1696  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1696  DYNAMIC HT  -           4.057 (meters)      13.31  (feet)  COMP
 AQ1696  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AQ1696
 AQ1696  VERT ORDER  -  SECOND    CLASS I
 AQ1696
 AQ1696.The horizontal coordinates were scaled from a topographic map and have
 AQ1696.an estimated accuracy of +/- 6 seconds.
 AQ1696
 AQ1696.The orthometric height was determined by differential leveling
 AQ1696.and adjusted by the National Geodetic Survey in June 1991..
 AQ1696
 AQ1696.The geoid height was determined by GEOID03.
 AQ1696
 AQ1696.The dynamic height is computed by dividing the NAVD 88
 AQ1696.geopotential number by the normal gravity value computed on the
 AQ1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1696.degrees latitude (g = 980.6199 gals.).
 AQ1696
 AQ1696.The modeled gravity was interpolated from observed gravity values.
 AQ1696
 AQ1696;                    North         East    Units  Estimated Accuracy
 AQ1696;SPC FL E     -   586,040.      181,330.      MT  (+/- 180 meters Scaled)
 AQ1696
 AQ1696                          SUPERSEDED SURVEY CONTROL
 AQ1696
 AQ1696  NGVD 29 (??/??/92)    4.375  (m)           14.35   (f) ADJ UNCH    2 1
 AQ1696
 AQ1696.Superseded values are not recommended for survey control.
 AQ1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1696.See file dsdata.txt to determine how the superseded data were derived.
 AQ1696
 AQ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN813769(NAD 83)
 AQ1696_MARKER: DD = SURVEY DISK
 AQ1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1696_SP_SET: CONCRETE POST
 AQ1696_STAMPING: 73 77 A25
 AQ1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1696+STABILITY: SURFACE MOTION
 AQ1696
 AQ1696  HISTORY     - Date     Condition        Report By
 AQ1696  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1696  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1696  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1696
 AQ1696                          STATION DESCRIPTION
 AQ1696
 AQ1696'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1696'11.8 MI NORTH FROM FLAGLER BEACH.
 AQ1696'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1696'FLAGLER BEACCH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 11 MILES TO
 AQ1696'THE INTERSECTION OF ARMONDS LOT ROAD. PROCEED EASTERLY ON ARMONDS LOT
 AQ1696'ROAD FOR 0.8 MILE TO A HEXAGON SHAPED BUILDING. THE MARK IS LOCATED
 AQ1696'OM THE SOUTH SIDE OF THE WOODEN BOARDWALK ON THE NORTH SIDE OF THE
 AQ1696'BUILDING, AND BEARS 44.3 FEET SOUTHEAST OF THE EAST EDGE OF THE WOODEN
 AQ1696'WALKWAY LEADING TO THE BOARDWALK, 15 FEET SOUTH OF THE SOUTH EDGE OF
 AQ1696'THE BOARDWALK, AND 3 FEET WEST OF THE EAST EDGE OF THE SAND DUNE
 AQ1696'RIDGE.
 AQ1696
 AQ1696                          STATION RECOVERY (1988)
 AQ1696
 AQ1696'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1696'MARK NOT FOUND.
 AQ1696
 AQ1696                          STATION RECOVERY (1989)
 AQ1696
 AQ1696'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1700 ***********************************************************************
 AQ1700  DESIGNATION -  73 77 A 26 FLDT
 AQ1700  PID         -  AQ1700
 AQ1700  STATE/COUNTY-  FL/FLAGLER
 AQ1700  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1700
 AQ1700                         *CURRENT SURVEY CONTROL
 AQ1700  ___________________________________________________________________
 AQ1700* NAD 83(1986)-  29 38 12.     (N)    081 11 56.     (W)     SCALED    
 AQ1700* NAVD 88     -         3.285  (meters)      10.78   (feet)  ADJUSTED  
 AQ1700  ___________________________________________________________________
 AQ1700  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1700  DYNAMIC HT  -           3.281 (meters)      10.76  (feet)  COMP
 AQ1700  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AQ1700
 AQ1700  VERT ORDER  -  SECOND    CLASS I
 AQ1700
 AQ1700.The horizontal coordinates were scaled from a topographic map and have
 AQ1700.an estimated accuracy of +/- 6 seconds.
 AQ1700
 AQ1700.The orthometric height was determined by differential leveling
 AQ1700.and adjusted by the National Geodetic Survey in June 1991..
 AQ1700
 AQ1700.The geoid height was determined by GEOID03.
 AQ1700
 AQ1700.The dynamic height is computed by dividing the NAVD 88
 AQ1700.geopotential number by the normal gravity value computed on the
 AQ1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1700.degrees latitude (g = 980.6199 gals.).
 AQ1700
 AQ1700.The modeled gravity was interpolated from observed gravity values.
 AQ1700
 AQ1700;                    North         East    Units  Estimated Accuracy
 AQ1700;SPC FL E     -   587,610.      180,740.      MT  (+/- 180 meters Scaled)
 AQ1700
 AQ1700                          SUPERSEDED SURVEY CONTROL
 AQ1700
 AQ1700  NGVD 29 (??/??/92)    3.597  (m)           11.80   (f) ADJ UNCH    2 1
 AQ1700
 AQ1700.Superseded values are not recommended for survey control.
 AQ1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1700.See file dsdata.txt to determine how the superseded data were derived.
 AQ1700
 AQ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN807785(NAD 83)
 AQ1700_MARKER: DD = SURVEY DISK
 AQ1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1700_SP_SET: CONCRETE POST
 AQ1700_STAMPING: 73 77 A26
 AQ1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1700+STABILITY: SURFACE MOTION
 AQ1700
 AQ1700  HISTORY     - Date     Condition        Report By
 AQ1700  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1700  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1700  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1700
 AQ1700                          STATION DESCRIPTION
 AQ1700
 AQ1700'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1700'12.4 MI NORTH FROM FLAGLER BEACH.
 AQ1700'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1700'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1700'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. PROCEED EASTERLY ON THE
 AQ1700'ENTRANCE DRIVE FOR 0.4 MILE TO THE PICNIC TABLES AT THE BEACH. THE
 AQ1700'MARK BEARS 32 FEET WEST OF THE HIGHEST SECTION OF LARGE ROCKS ALONG
 AQ1700'THE BEACH, 15.5 FEET EAST OF THE EAST SIDE OF THE SHELTER OVER THE
 AQ1700'PICNIC TABLES, AND 8 FEET SOUTH OF A STONE OUTDOOR GRILL.
 AQ1700
 AQ1700                          STATION RECOVERY (1988)
 AQ1700
 AQ1700'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1700'MARK NOT FOUND.
 AQ1700
 AQ1700                          STATION RECOVERY (1990)
 AQ1700
 AQ1700'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1706 ***********************************************************************
 AQ1706  DESIGNATION -  73 77 A 27 FLDT
 AQ1706  PID         -  AQ1706
 AQ1706  STATE/COUNTY-  FL/FLAGLER
 AQ1706  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1706
 AQ1706                         *CURRENT SURVEY CONTROL
 AQ1706  ___________________________________________________________________
 AQ1706* NAD 83(1986)-  29 38 43.     (N)    081 12 12.     (W)     SCALED    
 AQ1706* NAVD 88     -         1.909  (meters)       6.26   (feet)  ADJUSTED  
 AQ1706  ___________________________________________________________________
 AQ1706  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1706  DYNAMIC HT  -           1.906 (meters)       6.25  (feet)  COMP
 AQ1706  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AQ1706
 AQ1706  VERT ORDER  -  SECOND    CLASS I
 AQ1706
 AQ1706.The horizontal coordinates were scaled from a topographic map and have
 AQ1706.an estimated accuracy of +/- 6 seconds.
 AQ1706
 AQ1706.The orthometric height was determined by differential leveling
 AQ1706.and adjusted by the National Geodetic Survey in June 1991..
 AQ1706
 AQ1706.The geoid height was determined by GEOID03.
 AQ1706
 AQ1706.The dynamic height is computed by dividing the NAVD 88
 AQ1706.geopotential number by the normal gravity value computed on the
 AQ1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1706.degrees latitude (g = 980.6199 gals.).
 AQ1706
 AQ1706.The modeled gravity was interpolated from observed gravity values.
 AQ1706
 AQ1706;                    North         East    Units  Estimated Accuracy
 AQ1706;SPC FL E     -   588,570.      180,310.      MT  (+/- 180 meters Scaled)
 AQ1706
 AQ1706                          SUPERSEDED SURVEY CONTROL
 AQ1706
 AQ1706  NGVD 29 (??/??/92)    2.221  (m)            7.29   (f) ADJ UNCH    2 1
 AQ1706
 AQ1706.Superseded values are not recommended for survey control.
 AQ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1706.See file dsdata.txt to determine how the superseded data were derived.
 AQ1706
 AQ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN803794(NAD 83)
 AQ1706_MARKER: DD = SURVEY DISK
 AQ1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1706_SP_SET: CONCRETE POST
 AQ1706_STAMPING: 73 77 A27
 AQ1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1706+STABILITY: SURFACE MOTION
 AQ1706
 AQ1706  HISTORY     - Date     Condition        Report By
 AQ1706  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1706  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1706
 AQ1706                          STATION DESCRIPTION
 AQ1706
 AQ1706'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1706'12.9 MI NORTH FROM FLAGLER BEACH.
 AQ1706'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1706'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12.9 MILES. THE
 AQ1706'MARK BEARS 53.5 FEET NORTHWEST OF A POWERPOLE, 20.5 FEET EAST OF THE
 AQ1706'CENTERLINE OF STATE ROAD A1A, AND 17.5 FEET SOUTHWEST OF THE SOUTH END
 AQ1706'OF A CONCRETE HEADWALL.
 AQ1706
 AQ1706                          STATION RECOVERY (1989)
 AQ1706
 AQ1706'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1707 ***********************************************************************
 AQ1707  DESIGNATION -  73 77 A 27 RM 1 FLDT
 AQ1707  PID         -  AQ1707
 AQ1707  STATE/COUNTY-  FL/FLAGLER
 AQ1707  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1707
 AQ1707                         *CURRENT SURVEY CONTROL
 AQ1707  ___________________________________________________________________
 AQ1707* NAD 83(1986)-  29 38 43.     (N)    081 12 12.     (W)     SCALED    
 AQ1707* NAVD 88     -         1.547  (meters)       5.08   (feet)  ADJUSTED  
 AQ1707  ___________________________________________________________________
 AQ1707  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1707  DYNAMIC HT  -           1.545 (meters)       5.07  (feet)  COMP
 AQ1707  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AQ1707
 AQ1707  VERT ORDER  -  SECOND    CLASS I
 AQ1707
 AQ1707.The horizontal coordinates were scaled from a topographic map and have
 AQ1707.an estimated accuracy of +/- 6 seconds.
 AQ1707
 AQ1707.The orthometric height was determined by differential leveling
 AQ1707.and adjusted by the National Geodetic Survey in June 1991..
 AQ1707
 AQ1707.The geoid height was determined by GEOID03.
 AQ1707
 AQ1707.The dynamic height is computed by dividing the NAVD 88
 AQ1707.geopotential number by the normal gravity value computed on the
 AQ1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1707.degrees latitude (g = 980.6199 gals.).
 AQ1707
 AQ1707.The modeled gravity was interpolated from observed gravity values.
 AQ1707
 AQ1707;                    North         East    Units  Estimated Accuracy
 AQ1707;SPC FL E     -   588,570.      180,310.      MT  (+/- 180 meters Scaled)
 AQ1707
 AQ1707                          SUPERSEDED SURVEY CONTROL
 AQ1707
 AQ1707  NGVD 29 (??/??/92)    1.859  (m)            6.10   (f) ADJ UNCH    2 1
 AQ1707
 AQ1707.Superseded values are not recommended for survey control.
 AQ1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1707.See file dsdata.txt to determine how the superseded data were derived.
 AQ1707
 AQ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN803794(NAD 83)
 AQ1707_MARKER: DD = SURVEY DISK
 AQ1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1707_SP_SET: CONCRETE HEADWALL
 AQ1707_STAMPING: 73 77 A27 RM NO 1
 AQ1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1707
 AQ1707  HISTORY     - Date     Condition        Report By
 AQ1707  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1707  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1707
 AQ1707                          STATION DESCRIPTION
 AQ1707
 AQ1707'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1707'12.9 MI NORTH FROM FLAGLER BEACH.
 AQ1707'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1707'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12.9 MILES. THE
 AQ1707'MARK IS LOCATED ON THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 AQ1707'CULVERT UNDER THE ROAD, AND BEARS 32 FEET EAST OF THE CENTERLINE OF
 AQ1707'STATE ROAD A1A AND 0.7 FOOT SOUTH OF THE NORTH END OF THE HEADWALL.
 AQ1707
 AQ1707                          STATION RECOVERY (1989)
 AQ1707
 AQ1707'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1705 ***********************************************************************
 AQ1705  DESIGNATION -  73 77 A 27 RM 2 FLDT
 AQ1705  PID         -  AQ1705
 AQ1705  STATE/COUNTY-  FL/FLAGLER
 AQ1705  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1705
 AQ1705                         *CURRENT SURVEY CONTROL
 AQ1705  ___________________________________________________________________
 AQ1705* NAD 83(1986)-  29 38 43.     (N)    081 12 12.     (W)     SCALED    
 AQ1705* NAVD 88     -         1.278  (meters)       4.19   (feet)  ADJUSTED  
 AQ1705  ___________________________________________________________________
 AQ1705  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1705  DYNAMIC HT  -           1.277 (meters)       4.19  (feet)  COMP
 AQ1705  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AQ1705
 AQ1705  VERT ORDER  -  SECOND    CLASS I
 AQ1705
 AQ1705.The horizontal coordinates were scaled from a topographic map and have
 AQ1705.an estimated accuracy of +/- 6 seconds.
 AQ1705
 AQ1705.The orthometric height was determined by differential leveling
 AQ1705.and adjusted by the National Geodetic Survey in June 1991..
 AQ1705
 AQ1705.The geoid height was determined by GEOID03.
 AQ1705
 AQ1705.The dynamic height is computed by dividing the NAVD 88
 AQ1705.geopotential number by the normal gravity value computed on the
 AQ1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1705.degrees latitude (g = 980.6199 gals.).
 AQ1705
 AQ1705.The modeled gravity was interpolated from observed gravity values.
 AQ1705
 AQ1705;                    North         East    Units  Estimated Accuracy
 AQ1705;SPC FL E     -   588,570.      180,310.      MT  (+/- 180 meters Scaled)
 AQ1705
 AQ1705                          SUPERSEDED SURVEY CONTROL
 AQ1705
 AQ1705  NGVD 29 (??/??/92)    1.591  (m)            5.22   (f) ADJ UNCH    2 1
 AQ1705
 AQ1705.Superseded values are not recommended for survey control.
 AQ1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1705.See file dsdata.txt to determine how the superseded data were derived.
 AQ1705
 AQ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN803794(NAD 83)
 AQ1705_MARKER: DD = SURVEY DISK
 AQ1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1705_SP_SET: 4X4 PRECAST
 AQ1705_STAMPING: 73 77 A27 RM NO 2
 AQ1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1705+STABILITY: SURFACE MOTION
 AQ1705
 AQ1705  HISTORY     - Date     Condition        Report By
 AQ1705  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1705  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1705
 AQ1705                          STATION DESCRIPTION
 AQ1705
 AQ1705'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1705'12.9 MI NORTH FROM FLAGLER BEACH.
 AQ1705'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1705'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12.9 MILES. THE
 AQ1705'MARK BEARS 44 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A AND 8 FEET
 AQ1705'NORTHWEST OF A POWER POLE.
 AQ1705
 AQ1705                          STATION RECOVERY (1989)
 AQ1705
 AQ1705'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1709 ***********************************************************************
 AQ1709  DESIGNATION -  73 77 A 28 FLDT
 AQ1709  PID         -  AQ1709
 AQ1709  STATE/COUNTY-  FL/FLAGLER
 AQ1709  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1709
 AQ1709                         *CURRENT SURVEY CONTROL
 AQ1709  ___________________________________________________________________
 AQ1709* NAD 83(1986)-  29 39 26.     (N)    081 12 30.     (W)     SCALED    
 AQ1709* NAVD 88     -         1.641  (meters)       5.38   (feet)  ADJUSTED  
 AQ1709  ___________________________________________________________________
 AQ1709  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1709  DYNAMIC HT  -           1.639 (meters)       5.38  (feet)  COMP
 AQ1709  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AQ1709
 AQ1709  VERT ORDER  -  SECOND    CLASS I
 AQ1709
 AQ1709.The horizontal coordinates were scaled from a topographic map and have
 AQ1709.an estimated accuracy of +/- 6 seconds.
 AQ1709
 AQ1709.The orthometric height was determined by differential leveling
 AQ1709.and adjusted by the National Geodetic Survey in June 1991..
 AQ1709
 AQ1709.The geoid height was determined by GEOID03.
 AQ1709
 AQ1709.The dynamic height is computed by dividing the NAVD 88
 AQ1709.geopotential number by the normal gravity value computed on the
 AQ1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1709.degrees latitude (g = 980.6199 gals.).
 AQ1709
 AQ1709.The modeled gravity was interpolated from observed gravity values.
 AQ1709
 AQ1709;                    North         East    Units  Estimated Accuracy
 AQ1709;SPC FL E     -   589,890.      179,830.      MT  (+/- 180 meters Scaled)
 AQ1709
 AQ1709                          SUPERSEDED SURVEY CONTROL
 AQ1709
 AQ1709  NGVD 29 (??/??/92)    1.954  (m)            6.41   (f) ADJ UNCH    2 1
 AQ1709
 AQ1709.Superseded values are not recommended for survey control.
 AQ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1709.See file dsdata.txt to determine how the superseded data were derived.
 AQ1709
 AQ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798808(NAD 83)
 AQ1709_MARKER: DD = SURVEY DISK
 AQ1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1709_SP_SET: CONCRETE POST
 AQ1709_STAMPING: 73 77 A28
 AQ1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1709+STABILITY: SURFACE MOTION
 AQ1709
 AQ1709  HISTORY     - Date     Condition        Report By
 AQ1709  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1709  HISTORY     - 1989     GOOD             USPSQD
 AQ1709
 AQ1709                          STATION DESCRIPTION
 AQ1709
 AQ1709'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1709'13.8 MI NORTH FROM FLAGLER BEACH.
 AQ1709'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1709'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1709'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1709'STATE ROAD A1A FOR 1.8 MILES. THE MARK BEARS 108 FEET SOUTHWEST OF A
 AQ1709'POWER POLE, 32.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1709'17 FEET EAST OF A CONCRETE RIGHT OF WAY MARKER POST.
 AQ1709
 AQ1709                          STATION RECOVERY (1989)
 AQ1709
 AQ1709'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1708 ***********************************************************************
 AQ1708  DESIGNATION -  73 77 A 28 RM 1 FLDT
 AQ1708  PID         -  AQ1708
 AQ1708  STATE/COUNTY-  FL/FLAGLER
 AQ1708  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1708
 AQ1708                         *CURRENT SURVEY CONTROL
 AQ1708  ___________________________________________________________________
 AQ1708* NAD 83(1986)-  29 39 26.     (N)    081 12 30.     (W)     SCALED    
 AQ1708* NAVD 88     -         1.605  (meters)       5.27   (feet)  ADJUSTED  
 AQ1708  ___________________________________________________________________
 AQ1708  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1708  DYNAMIC HT  -           1.603 (meters)       5.26  (feet)  COMP
 AQ1708  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AQ1708
 AQ1708  VERT ORDER  -  SECOND    CLASS I
 AQ1708
 AQ1708.The horizontal coordinates were scaled from a topographic map and have
 AQ1708.an estimated accuracy of +/- 6 seconds.
 AQ1708
 AQ1708.The orthometric height was determined by differential leveling
 AQ1708.and adjusted by the National Geodetic Survey in June 1991..
 AQ1708
 AQ1708.The geoid height was determined by GEOID03.
 AQ1708
 AQ1708.The dynamic height is computed by dividing the NAVD 88
 AQ1708.geopotential number by the normal gravity value computed on the
 AQ1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1708.degrees latitude (g = 980.6199 gals.).
 AQ1708
 AQ1708.The modeled gravity was interpolated from observed gravity values.
 AQ1708
 AQ1708;                    North         East    Units  Estimated Accuracy
 AQ1708;SPC FL E     -   589,890.      179,830.      MT  (+/- 180 meters Scaled)
 AQ1708
 AQ1708                          SUPERSEDED SURVEY CONTROL
 AQ1708
 AQ1708  NGVD 29 (??/??/92)    1.917  (m)            6.29   (f) ADJ UNCH    2 1
 AQ1708
 AQ1708.Superseded values are not recommended for survey control.
 AQ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1708.See file dsdata.txt to determine how the superseded data were derived.
 AQ1708
 AQ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798808(NAD 83)
 AQ1708_MARKER: DD = SURVEY DISK
 AQ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1708_SP_SET: 4X4 PRECAST
 AQ1708_STAMPING: 73 77 A28 RM NO 1
 AQ1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1708+STABILITY: SURFACE MOTION
 AQ1708
 AQ1708  HISTORY     - Date     Condition        Report By
 AQ1708  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1708  HISTORY     - 1989     GOOD             USPSQD
 AQ1708
 AQ1708                          STATION DESCRIPTION
 AQ1708
 AQ1708'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1708'13.8 MI NORTH FROM FLAGLER BEACH.
 AQ1708'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1708'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1708'ENTRANCE TO WASHINGTON OAKS STATE PARK, CONTINUE NORTHERLY ON STATE
 AQ1708'ROAD A1A FOR 1.8 MILES. THE MARK BEARS 55 FEET WEST OF THE CENTERLINE
 AQ1708'OF STATE ROAD A1A, AND 42.7 FEET SOUTH OF A CONCRETE RIGHT OF WAY
 AQ1708'MARKER POST.
 AQ1708
 AQ1708                          STATION RECOVERY (1989)
 AQ1708
 AQ1708'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1710 ***********************************************************************
 AQ1710  DESIGNATION -  73 77 A 28 RM 2 FLDT
 AQ1710  PID         -  AQ1710
 AQ1710  STATE/COUNTY-  FL/FLAGLER
 AQ1710  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1710
 AQ1710                         *CURRENT SURVEY CONTROL
 AQ1710  ___________________________________________________________________
 AQ1710* NAD 83(1986)-  29 39 26.     (N)    081 12 30.     (W)     SCALED    
 AQ1710* NAVD 88     -         1.751  (meters)       5.74   (feet)  ADJUSTED  
 AQ1710  ___________________________________________________________________
 AQ1710  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1710  DYNAMIC HT  -           1.749 (meters)       5.74  (feet)  COMP
 AQ1710  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AQ1710
 AQ1710  VERT ORDER  -  SECOND    CLASS I
 AQ1710
 AQ1710.The horizontal coordinates were scaled from a topographic map and have
 AQ1710.an estimated accuracy of +/- 6 seconds.
 AQ1710
 AQ1710.The orthometric height was determined by differential leveling
 AQ1710.and adjusted by the National Geodetic Survey in June 1991..
 AQ1710
 AQ1710.The geoid height was determined by GEOID03.
 AQ1710
 AQ1710.The dynamic height is computed by dividing the NAVD 88
 AQ1710.geopotential number by the normal gravity value computed on the
 AQ1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1710.degrees latitude (g = 980.6199 gals.).
 AQ1710
 AQ1710.The modeled gravity was interpolated from observed gravity values.
 AQ1710
 AQ1710;                    North         East    Units  Estimated Accuracy
 AQ1710;SPC FL E     -   589,890.      179,830.      MT  (+/- 180 meters Scaled)
 AQ1710
 AQ1710                          SUPERSEDED SURVEY CONTROL
 AQ1710
 AQ1710  NGVD 29 (??/??/92)    2.064  (m)            6.77   (f) ADJ UNCH    2 1
 AQ1710
 AQ1710.Superseded values are not recommended for survey control.
 AQ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1710.See file dsdata.txt to determine how the superseded data were derived.
 AQ1710
 AQ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798808(NAD 83)
 AQ1710_MARKER: DD = SURVEY DISK
 AQ1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1710_SP_SET: 4X4 PRECAST
 AQ1710_STAMPING: 73 77 A28 RM NO 2
 AQ1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1710+STABILITY: SURFACE MOTION
 AQ1710
 AQ1710  HISTORY     - Date     Condition        Report By
 AQ1710  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1710  HISTORY     - 1989     GOOD             USPSQD
 AQ1710
 AQ1710                          STATION DESCRIPTION
 AQ1710
 AQ1710'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1710'13.8 MI NORTH FROM FLAGLER BEACH.
 AQ1710'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1710'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1710'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1710'STATE ROAD A1A FOR 1.8 MILES. THE MARK BEARS 49.5 FEET WEST OF THE
 AQ1710'CENTERLINE OF STATE ROAD A1A, AND 48.5 FEET NORTH OF A CONCRETE RIGHT
 AQ1710'OF WAY MARKER POST.
 AQ1710
 AQ1710                          STATION RECOVERY (1989)
 AQ1710
 AQ1710'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1712 ***********************************************************************
 AQ1712  DESIGNATION -  73 77 A 29 FLDT
 AQ1712  PID         -  AQ1712
 AQ1712  STATE/COUNTY-  FL/FLAGLER
 AQ1712  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1712
 AQ1712                         *CURRENT SURVEY CONTROL
 AQ1712  ___________________________________________________________________
 AQ1712* NAD 83(1986)-  29 40 07.     (N)    081 12 47.     (W)     SCALED    
 AQ1712* NAVD 88     -         2.157  (meters)       7.08   (feet)  ADJUSTED  
 AQ1712  ___________________________________________________________________
 AQ1712  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1712  DYNAMIC HT  -           2.154 (meters)       7.07  (feet)  COMP
 AQ1712  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 AQ1712
 AQ1712  VERT ORDER  -  SECOND    CLASS I
 AQ1712
 AQ1712.The horizontal coordinates were scaled from a topographic map and have
 AQ1712.an estimated accuracy of +/- 6 seconds.
 AQ1712
 AQ1712.The orthometric height was determined by differential leveling
 AQ1712.and adjusted by the National Geodetic Survey in June 1991..
 AQ1712
 AQ1712.The geoid height was determined by GEOID03.
 AQ1712
 AQ1712.The dynamic height is computed by dividing the NAVD 88
 AQ1712.geopotential number by the normal gravity value computed on the
 AQ1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1712.degrees latitude (g = 980.6199 gals.).
 AQ1712
 AQ1712.The modeled gravity was interpolated from observed gravity values.
 AQ1712
 AQ1712;                    North         East    Units  Estimated Accuracy
 AQ1712;SPC FL E     -   591,150.      179,380.      MT  (+/- 180 meters Scaled)
 AQ1712
 AQ1712                          SUPERSEDED SURVEY CONTROL
 AQ1712
 AQ1712  NGVD 29 (??/??/92)    2.470  (m)            8.10   (f) ADJ UNCH    2 1
 AQ1712
 AQ1712.Superseded values are not recommended for survey control.
 AQ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1712.See file dsdata.txt to determine how the superseded data were derived.
 AQ1712
 AQ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN793820(NAD 83)
 AQ1712_MARKER: DD = SURVEY DISK
 AQ1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1712_SP_SET: CURB
 AQ1712_STAMPING: 73 77 A29
 AQ1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1712
 AQ1712  HISTORY     - Date     Condition        Report By
 AQ1712  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1712  HISTORY     - 1989     GOOD             USPSQD
 AQ1712  HISTORY     - 1990     GOOD             USPSQD
 AQ1712
 AQ1712                          STATION DESCRIPTION
 AQ1712
 AQ1712'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1712'14.6 MI NORTH FROM FLAGLER BEACH.
 AQ1712'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATEE ROAD 100 AT
 AQ1712'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1712'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1712'ROAD A1A FOR 2.6 MILES TO A POINT JUST SOUTH OF THE ST JOHNS/FLAGLER
 AQ1712'COUNTY LINE, AT THE SMALL TOWN OF MARINELAND. THE MARK IS LOCATED IN
 AQ1712'THE EAST CONCRETE CURB, AND BEARS 26.5 FEET NORTH OF THE CENTERLINE
 AQ1712'OF A DRIVE LEADING EAST, 20.5 FEET EAST OF THE CENTERLINE OF STATE
 AQ1712'ROAD A1A, AND 13 FEET WEST OF A PALM TREE.
 AQ1712
 AQ1712                          STATION RECOVERY (1989)
 AQ1712
 AQ1712'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1712'RECOVERED IN GOOD CONDITION.
 AQ1712
 AQ1712                          STATION RECOVERY (1990)
 AQ1712
 AQ1712'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1711 ***********************************************************************
 AQ1711  DESIGNATION -  73 77 A 29 RM 1 FLDT
 AQ1711  PID         -  AQ1711
 AQ1711  STATE/COUNTY-  FL/FLAGLER
 AQ1711  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1711
 AQ1711                         *CURRENT SURVEY CONTROL
 AQ1711  ___________________________________________________________________
 AQ1711* NAD 83(1986)-  29 40 07.     (N)    081 12 47.     (W)     SCALED    
 AQ1711* NAVD 88     -         2.121  (meters)       6.96   (feet)  ADJUSTED  
 AQ1711  ___________________________________________________________________
 AQ1711  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1711  DYNAMIC HT  -           2.118 (meters)       6.95  (feet)  COMP
 AQ1711  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 AQ1711
 AQ1711  VERT ORDER  -  SECOND    CLASS I
 AQ1711
 AQ1711.The horizontal coordinates were scaled from a topographic map and have
 AQ1711.an estimated accuracy of +/- 6 seconds.
 AQ1711
 AQ1711.The orthometric height was determined by differential leveling
 AQ1711.and adjusted by the National Geodetic Survey in June 1991..
 AQ1711
 AQ1711.The geoid height was determined by GEOID03.
 AQ1711
 AQ1711.The dynamic height is computed by dividing the NAVD 88
 AQ1711.geopotential number by the normal gravity value computed on the
 AQ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1711.degrees latitude (g = 980.6199 gals.).
 AQ1711
 AQ1711.The modeled gravity was interpolated from observed gravity values.
 AQ1711
 AQ1711;                    North         East    Units  Estimated Accuracy
 AQ1711;SPC FL E     -   591,150.      179,380.      MT  (+/- 180 meters Scaled)
 AQ1711
 AQ1711                          SUPERSEDED SURVEY CONTROL
 AQ1711
 AQ1711  NGVD 29 (??/??/92)    2.434  (m)            7.99   (f) ADJ UNCH    2 1
 AQ1711
 AQ1711.Superseded values are not recommended for survey control.
 AQ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1711.See file dsdata.txt to determine how the superseded data were derived.
 AQ1711
 AQ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN793820(NAD 83)
 AQ1711_MARKER: DD = SURVEY DISK
 AQ1711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1711_SP_SET: CURB
 AQ1711_STAMPING: 73 77 A29 RM NO 1
 AQ1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1711
 AQ1711  HISTORY     - Date     Condition        Report By
 AQ1711  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1711  HISTORY     - 1989     GOOD             USPSQD
 AQ1711  HISTORY     - 1990     GOOD             USPSQD
 AQ1711
 AQ1711                          STATION DESCRIPTION
 AQ1711
 AQ1711'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1711'14.6 MI NORTH FROM FLAGLER BEACH.
 AQ1711'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1711'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1711'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1711'STATE ROAD A1A FOR 2.6 MILES TO A POINT JUST SOUTH OF THE ST JOHNS/
 AQ1711'FLAGLER COUNTY LINE AT THE SMALL TOWN OF MARINELAND. THE MARK IS
 AQ1711'LOCATED IN THE EAST CONCRETE CURB OF THE ROAD, AND BEARS 21 FEET
 AQ1711'SOUTH OF THE CENTERLINE OF A DRIVE LEADING EAST, 20.5 FEET EAST OF THE
 AQ1711'CENTERLINE OF STATE ROAD A1A, AND 8 FEET SOUTHWEST OF A PALM TREE.
 AQ1711
 AQ1711                          STATION RECOVERY (1989)
 AQ1711
 AQ1711'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1711'RECOVERED IN GOOD CONDITION.
 AQ1711
 AQ1711                          STATION RECOVERY (1990)
 AQ1711
 AQ1711'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1713 ***********************************************************************
 AQ1713  DESIGNATION -  73 77 A 29 RM 2 FLDT
 AQ1713  PID         -  AQ1713
 AQ1713  STATE/COUNTY-  FL/FLAGLER
 AQ1713  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1713
 AQ1713                         *CURRENT SURVEY CONTROL
 AQ1713  ___________________________________________________________________
 AQ1713* NAD 83(1986)-  29 40 07.     (N)    081 12 47.     (W)     SCALED    
 AQ1713* NAVD 88     -         2.201  (meters)       7.22   (feet)  ADJUSTED  
 AQ1713  ___________________________________________________________________
 AQ1713  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1713  DYNAMIC HT  -           2.198 (meters)       7.21  (feet)  COMP
 AQ1713  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 AQ1713
 AQ1713  VERT ORDER  -  SECOND    CLASS I
 AQ1713
 AQ1713.The horizontal coordinates were scaled from a topographic map and have
 AQ1713.an estimated accuracy of +/- 6 seconds.
 AQ1713
 AQ1713.The orthometric height was determined by differential leveling
 AQ1713.and adjusted by the National Geodetic Survey in June 1991..
 AQ1713
 AQ1713.The geoid height was determined by GEOID03.
 AQ1713
 AQ1713.The dynamic height is computed by dividing the NAVD 88
 AQ1713.geopotential number by the normal gravity value computed on the
 AQ1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1713.degrees latitude (g = 980.6199 gals.).
 AQ1713
 AQ1713.The modeled gravity was interpolated from observed gravity values.
 AQ1713
 AQ1713;                    North         East    Units  Estimated Accuracy
 AQ1713;SPC FL E     -   591,150.      179,380.      MT  (+/- 180 meters Scaled)
 AQ1713
 AQ1713                          SUPERSEDED SURVEY CONTROL
 AQ1713
 AQ1713  NGVD 29 (??/??/92)    2.513  (m)            8.24   (f) ADJ UNCH    2 1
 AQ1713
 AQ1713.Superseded values are not recommended for survey control.
 AQ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1713.See file dsdata.txt to determine how the superseded data were derived.
 AQ1713
 AQ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN793820(NAD 83)
 AQ1713_MARKER: DD = SURVEY DISK
 AQ1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1713_SP_SET: CURB
 AQ1713_STAMPING: 73 77 A29 RM NO 2
 AQ1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1713
 AQ1713  HISTORY     - Date     Condition        Report By
 AQ1713  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1713  HISTORY     - 1989     GOOD             USPSQD
 AQ1713  HISTORY     - 1990     GOOD             USPSQD
 AQ1713
 AQ1713                          STATION DESCRIPTION
 AQ1713
 AQ1713'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1713'14.6 MI NORTH FROM FLAGLER BEACH.
 AQ1713'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1713'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1713'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE ON STATE ROAD A1A
 AQ1713'FOR 2.6 MILES TO A POINT JUST SOUTH OF THE ST JOHNS/FLAGLER COUNTY
 AQ1713'LINE AT THE SMALL TOWN OF MARINELAND. THE MARK IS LOCATED IN THE EAST
 AQ1713'CONCRETE CURB OF THE ROAD. THE MARK BEARS 69 FEET NORTH OF THE
 AQ1713'CENTERLINE OF A DRIVE LEADING EAST, 20.4 FEET EAST OF THE CENTERLINE
 AQ1713'OF STATE ROAD A1A, AND 10.4 FEET WEST OF A PALM TREE.
 AQ1713
 AQ1713                          STATION RECOVERY (1989)
 AQ1713
 AQ1713'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1713'RECOVERED IN GOOD CONDITION.
 AQ1713
 AQ1713                          STATION RECOVERY (1990)
 AQ1713
 AQ1713'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1715 ***********************************************************************
 AQ1715  DESIGNATION -  73 77 A 30 FLDT
 AQ1715  PID         -  AQ1715
 AQ1715  STATE/COUNTY-  FL/ST JOHNS
 AQ1715  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1715
 AQ1715                         *CURRENT SURVEY CONTROL
 AQ1715  ___________________________________________________________________
 AQ1715* NAD 83(1986)-  29 40 25.     (N)    081 12 53.     (W)     SCALED    
 AQ1715* NAVD 88     -         2.068  (meters)       6.78   (feet)  ADJUSTED  
 AQ1715  ___________________________________________________________________
 AQ1715  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1715  DYNAMIC HT  -           2.065 (meters)       6.77  (feet)  COMP
 AQ1715  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AQ1715
 AQ1715  VERT ORDER  -  SECOND    CLASS I
 AQ1715
 AQ1715.The horizontal coordinates were scaled from a topographic map and have
 AQ1715.an estimated accuracy of +/- 6 seconds.
 AQ1715
 AQ1715.The orthometric height was determined by differential leveling
 AQ1715.and adjusted by the National Geodetic Survey in June 1991..
 AQ1715
 AQ1715.The geoid height was determined by GEOID03.
 AQ1715
 AQ1715.The dynamic height is computed by dividing the NAVD 88
 AQ1715.geopotential number by the normal gravity value computed on the
 AQ1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1715.degrees latitude (g = 980.6199 gals.).
 AQ1715
 AQ1715.The modeled gravity was interpolated from observed gravity values.
 AQ1715
 AQ1715;                    North         East    Units  Estimated Accuracy
 AQ1715;SPC FL E     -   591,710.      179,220.      MT  (+/- 180 meters Scaled)
 AQ1715
 AQ1715                          SUPERSEDED SURVEY CONTROL
 AQ1715
 AQ1715  NGVD 29 (??/??/92)    2.382  (m)            7.81   (f) ADJ UNCH    2 1
 AQ1715
 AQ1715.Superseded values are not recommended for survey control.
 AQ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1715.See file dsdata.txt to determine how the superseded data were derived.
 AQ1715
 AQ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN792826(NAD 83)
 AQ1715_MARKER: DD = SURVEY DISK
 AQ1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1715_SP_SET: CONCRETE POST
 AQ1715_STAMPING: 73 77 A30
 AQ1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1715+STABILITY: SURFACE MOTION
 AQ1715
 AQ1715  HISTORY     - Date     Condition        Report By
 AQ1715  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1715  HISTORY     - 1988     GOOD             USPSQD
 AQ1715  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1715  HISTORY     - 20000921 MARK NOT FOUND   FLDT
 AQ1715
 AQ1715                          STATION DESCRIPTION
 AQ1715
 AQ1715'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1715'14.8 MI NORTH FROM FLAGLER BEACH.
 AQ1715'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1715'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.6 MILES TO
 AQ1715'THE ST JOHNS/FLAGLER COUNTY LINE AT THE SMALL TOWN OF MARINELAND.
 AQ1715'CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2 MILE. THE MARK BEARS 53
 AQ1715'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A. 23 FEET WEST OF THE
 AQ1715'CENTERLINE OF A DIRT ROAD, AND 15.5 FEET NORTHEAST OF A POWER LINE
 AQ1715'BRACE POLE.
 AQ1715
 AQ1715                          STATION RECOVERY (1988)
 AQ1715
 AQ1715'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1715'RECOVERED IN GOOD CONDITION.
 AQ1715
 AQ1715                          STATION RECOVERY (1990)
 AQ1715
 AQ1715'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1715'MARK NOT FOUND.
 AQ1715
 AQ1715                          STATION RECOVERY (2000)
 AQ1715
 AQ1715'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1716 ***********************************************************************
 AQ1716  DESIGNATION -  73 77 A 30 RM 1 FLDT
 AQ1716  PID         -  AQ1716
 AQ1716  STATE/COUNTY-  FL/ST JOHNS
 AQ1716  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1716
 AQ1716                         *CURRENT SURVEY CONTROL
 AQ1716  ___________________________________________________________________
 AQ1716* NAD 83(1986)-  29 40 25.     (N)    081 12 53.     (W)     SCALED    
 AQ1716* NAVD 88     -         2.260  (meters)       7.41   (feet)  ADJUSTED  
 AQ1716  ___________________________________________________________________
 AQ1716  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1716  DYNAMIC HT  -           2.256 (meters)       7.40  (feet)  COMP
 AQ1716  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AQ1716
 AQ1716  VERT ORDER  -  SECOND    CLASS I
 AQ1716
 AQ1716.The horizontal coordinates were scaled from a topographic map and have
 AQ1716.an estimated accuracy of +/- 6 seconds.
 AQ1716
 AQ1716.The orthometric height was determined by differential leveling
 AQ1716.and adjusted by the National Geodetic Survey in June 1991..
 AQ1716
 AQ1716.The geoid height was determined by GEOID03.
 AQ1716
 AQ1716.The dynamic height is computed by dividing the NAVD 88
 AQ1716.geopotential number by the normal gravity value computed on the
 AQ1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1716.degrees latitude (g = 980.6199 gals.).
 AQ1716
 AQ1716.The modeled gravity was interpolated from observed gravity values.
 AQ1716
 AQ1716;                    North         East    Units  Estimated Accuracy
 AQ1716;SPC FL E     -   591,710.      179,220.      MT  (+/- 180 meters Scaled)
 AQ1716
 AQ1716                          SUPERSEDED SURVEY CONTROL
 AQ1716
 AQ1716  NGVD 29 (??/??/92)    2.573  (m)            8.44   (f) ADJ UNCH    2 1
 AQ1716
 AQ1716.Superseded values are not recommended for survey control.
 AQ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1716.See file dsdata.txt to determine how the superseded data were derived.
 AQ1716
 AQ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN792826(NAD 83)
 AQ1716_MARKER: DD = SURVEY DISK
 AQ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1716_SP_SET: 4X4 PRECAST
 AQ1716_STAMPING: 73 77 A30 RM NO 1
 AQ1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1716+STABILITY: SURFACE MOTION
 AQ1716
 AQ1716  HISTORY     - Date     Condition        Report By
 AQ1716  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1716  HISTORY     - 1988     GOOD             USPSQD
 AQ1716  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1716
 AQ1716                          STATION DESCRIPTION
 AQ1716
 AQ1716'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1716'14.8 MI NORTH FROM FLAGLER BEACH.
 AQ1716'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1716'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1716'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1716'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE, AT THE
 AQ1716'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2
 AQ1716'MILE. THE MARK BEARS 69.2 FEET NORTHEAST OF A POWERLINE BRACE POLE
 AQ1716'AND 15 FEET EAST OF THE CENTERLINE OF A DIRT ROAD.
 AQ1716
 AQ1716                          STATION RECOVERY (1988)
 AQ1716
 AQ1716'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1716'RECOVERED IN GOOD CONDITION.
 AQ1716
 AQ1716                          STATION RECOVERY (1990)
 AQ1716
 AQ1716'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1714 ***********************************************************************
 AQ1714  DESIGNATION -  73 77 A 30 RM 2 FLDT
 AQ1714  PID         -  AQ1714
 AQ1714  STATE/COUNTY-  FL/ST JOHNS
 AQ1714  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1714
 AQ1714                         *CURRENT SURVEY CONTROL
 AQ1714  ___________________________________________________________________
 AQ1714* NAD 83(1986)-  29 40 25.     (N)    081 12 53.     (W)     SCALED    
 AQ1714* NAVD 88     -         2.261  (meters)       7.42   (feet)  ADJUSTED  
 AQ1714  ___________________________________________________________________
 AQ1714  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1714  DYNAMIC HT  -           2.258 (meters)       7.41  (feet)  COMP
 AQ1714  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 AQ1714
 AQ1714  VERT ORDER  -  SECOND    CLASS I
 AQ1714
 AQ1714.The horizontal coordinates were scaled from a topographic map and have
 AQ1714.an estimated accuracy of +/- 6 seconds.
 AQ1714
 AQ1714.The orthometric height was determined by differential leveling
 AQ1714.and adjusted by the National Geodetic Survey in June 1991..
 AQ1714
 AQ1714.The geoid height was determined by GEOID03.
 AQ1714
 AQ1714.The dynamic height is computed by dividing the NAVD 88
 AQ1714.geopotential number by the normal gravity value computed on the
 AQ1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1714.degrees latitude (g = 980.6199 gals.).
 AQ1714
 AQ1714.The modeled gravity was interpolated from observed gravity values.
 AQ1714
 AQ1714;                    North         East    Units  Estimated Accuracy
 AQ1714;SPC FL E     -   591,710.      179,220.      MT  (+/- 180 meters Scaled)
 AQ1714
 AQ1714                          SUPERSEDED SURVEY CONTROL
 AQ1714
 AQ1714  NGVD 29 (??/??/92)    2.575  (m)            8.45   (f) ADJ UNCH    2 1
 AQ1714
 AQ1714.Superseded values are not recommended for survey control.
 AQ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1714.See file dsdata.txt to determine how the superseded data were derived.
 AQ1714
 AQ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN792826(NAD 83)
 AQ1714_MARKER: DD = SURVEY DISK
 AQ1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1714_SP_SET: 4X4 PRECAST
 AQ1714_STAMPING: 73 77 A30 RM NO 2
 AQ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1714+STABILITY: SURFACE MOTION
 AQ1714
 AQ1714  HISTORY     - Date     Condition        Report By
 AQ1714  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1714  HISTORY     - 1988     GOOD             USPSQD
 AQ1714  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1714
 AQ1714                          STATION DESCRIPTION
 AQ1714
 AQ1714'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1714'14.8 MI NORTH FROM FLAGLER BEACH.
 AQ1714'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1714'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1714'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1714'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE, AT THE
 AQ1714'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2
 AQ1714'MILE. THE MARK BEARS 24 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AQ1714'INTERSECTION OF A DIRT ROAD PARRALLELLING STATE ROAD A1A AND A DIRT
 AQ1714'ROAD LEADING EAST TO THE BEACH, AND 5 FEET NORTHEAST OF THE WEST END
 AQ1714'OF AN OUTDOOR SIGN.
 AQ1714
 AQ1714                          STATION RECOVERY (1988)
 AQ1714
 AQ1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1714'RECOVERED IN GOOD CONDITION.
 AQ1714
 AQ1714                          STATION RECOVERY (1990)
 AQ1714
 AQ1714'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1718 ***********************************************************************
 AQ1718  DESIGNATION -  73 77 A 31 FLDT
 AQ1718  PID         -  AQ1718
 AQ1718  STATE/COUNTY-  FL/ST JOHNS
 AQ1718  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1718
 AQ1718                         *CURRENT SURVEY CONTROL
 AQ1718  ___________________________________________________________________
 AQ1718* NAD 83(1986)-  29 41 00.     (N)    081 13 05.     (W)     SCALED    
 AQ1718* NAVD 88     -         4.034  (meters)      13.23   (feet)  ADJUSTED  
 AQ1718  ___________________________________________________________________
 AQ1718  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1718  DYNAMIC HT  -           4.028 (meters)      13.22  (feet)  COMP
 AQ1718  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 AQ1718
 AQ1718  VERT ORDER  -  SECOND    CLASS I
 AQ1718
 AQ1718.The horizontal coordinates were scaled from a topographic map and have
 AQ1718.an estimated accuracy of +/- 6 seconds.
 AQ1718
 AQ1718.The orthometric height was determined by differential leveling
 AQ1718.and adjusted by the National Geodetic Survey in June 1991..
 AQ1718
 AQ1718.The geoid height was determined by GEOID03.
 AQ1718
 AQ1718.The dynamic height is computed by dividing the NAVD 88
 AQ1718.geopotential number by the normal gravity value computed on the
 AQ1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1718.degrees latitude (g = 980.6199 gals.).
 AQ1718
 AQ1718.The modeled gravity was interpolated from observed gravity values.
 AQ1718
 AQ1718;                    North         East    Units  Estimated Accuracy
 AQ1718;SPC FL E     -   592,790.      178,900.      MT  (+/- 180 meters Scaled)
 AQ1718
 AQ1718                          SUPERSEDED SURVEY CONTROL
 AQ1718
 AQ1718  NGVD 29 (??/??/92)    4.347  (m)           14.26   (f) ADJ UNCH    2 1
 AQ1718
 AQ1718.Superseded values are not recommended for survey control.
 AQ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1718.See file dsdata.txt to determine how the superseded data were derived.
 AQ1718
 AQ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN789837(NAD 83)
 AQ1718_MARKER: DD = SURVEY DISK
 AQ1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1718_SP_SET: CONCRETE POST
 AQ1718_STAMPING: 73 77 A31
 AQ1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1718+STABILITY: SURFACE MOTION
 AQ1718
 AQ1718  HISTORY     - Date     Condition        Report By
 AQ1718  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1718  HISTORY     - 1989     GOOD             USPSQD
 AQ1718  HISTORY     - 20001005 MARK NOT FOUND   FLDT
 AQ1718
 AQ1718                          STATION DESCRIPTION
 AQ1718
 AQ1718'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1718'15.5 MI NORTH FROM FLAGLER BEACH.
 AQ1718'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1718'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1718'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1718'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS FLAGLER COUNTY LINE AT THE
 AQ1718'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2
 AQ1718'MILES TO THE INTERSECTION OF OLD STATE ROAD A1A. PROCEED NORTHERLY ON
 AQ1718'OLD STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 28 FEET EAST OF THE
 AQ1718'CENTERLINE OF THE PAVEMENT, 21 FEET SOUTHEAST OF A SIGN POST, AND 19
 AQ1718'FEET WEST OF THE WEST EDGE OF THE SAND DUNES ON THE BEACH.
 AQ1718
 AQ1718                          STATION RECOVERY (1989)
 AQ1718
 AQ1718'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1718'RECOVERED IN GOOD CONDITION.
 AQ1718
 AQ1718                          STATION RECOVERY (2000)
 AQ1718
 AQ1718'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1718'THE BEACH WHERE THIS POINT WAS LOCATED HAS ERODED AWAY. IT APPEAR'S TO
 AQ1718'HAVE BEEN RESET DIRECTLY ACCROSS THE STREET, AS DESIGNATION
 AQ1718'73-86-A31-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1717 ***********************************************************************
 AQ1717  DESIGNATION -  73 77 A 31 RM 1 FLDT
 AQ1717  PID         -  AQ1717
 AQ1717  STATE/COUNTY-  FL/ST JOHNS
 AQ1717  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1717
 AQ1717                         *CURRENT SURVEY CONTROL
 AQ1717  ___________________________________________________________________
 AQ1717* NAD 83(1986)-  29 41 00.     (N)    081 13 05.     (W)     SCALED    
 AQ1717* NAVD 88     -         3.712  (meters)      12.18   (feet)  ADJUSTED  
 AQ1717  ___________________________________________________________________
 AQ1717  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1717  DYNAMIC HT  -           3.707 (meters)      12.16  (feet)  COMP
 AQ1717  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 AQ1717
 AQ1717  VERT ORDER  -  SECOND    CLASS I
 AQ1717
 AQ1717.The horizontal coordinates were scaled from a topographic map and have
 AQ1717.an estimated accuracy of +/- 6 seconds.
 AQ1717
 AQ1717.The orthometric height was determined by differential leveling
 AQ1717.and adjusted by the National Geodetic Survey in June 1991..
 AQ1717
 AQ1717.The geoid height was determined by GEOID03.
 AQ1717
 AQ1717.The dynamic height is computed by dividing the NAVD 88
 AQ1717.geopotential number by the normal gravity value computed on the
 AQ1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1717.degrees latitude (g = 980.6199 gals.).
 AQ1717
 AQ1717.The modeled gravity was interpolated from observed gravity values.
 AQ1717
 AQ1717;                    North         East    Units  Estimated Accuracy
 AQ1717;SPC FL E     -   592,790.      178,900.      MT  (+/- 180 meters Scaled)
 AQ1717
 AQ1717                          SUPERSEDED SURVEY CONTROL
 AQ1717
 AQ1717  NGVD 29 (??/??/92)    4.025  (m)           13.21   (f) ADJ UNCH    2 1
 AQ1717
 AQ1717.Superseded values are not recommended for survey control.
 AQ1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1717.See file dsdata.txt to determine how the superseded data were derived.
 AQ1717
 AQ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN789837(NAD 83)
 AQ1717_MARKER: DD = SURVEY DISK
 AQ1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1717_SP_SET: 4X4 PRECAST
 AQ1717_STAMPING: 73 77 A31 RM 1
 AQ1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1717+STABILITY: SURFACE MOTION
 AQ1717
 AQ1717  HISTORY     - Date     Condition        Report By
 AQ1717  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1717  HISTORY     - 20000921 MARK NOT FOUND   FLDT
 AQ1717
 AQ1717                          STATION DESCRIPTION
 AQ1717
 AQ1717'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1717'15.5 MI NORTH FROM FLAGLER BEACH.
 AQ1717'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1717'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR12 MILES TO THE
 AQ1717'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1717'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE, AT THE
 AQ1717'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR
 AQ1717'0.2 MILE TO THE INTERSECTION OF OLD STATE ROAD A1A . PROCEED NORTHERLY
 AQ1717'ON OLD STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 29.5 FEET WEST OF
 AQ1717'THE WEST EDGE OF THE SAND DUNES ON THE BEACH AND 20.5 FEET EAST OF THE
 AQ1717'CENTERLINE OF THE PAVEMENT.
 AQ1717
 AQ1717                          STATION RECOVERY (2000)
 AQ1717
 AQ1717'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1719 ***********************************************************************
 AQ1719  DESIGNATION -  73 77 A 31 RM 2 FLDT
 AQ1719  PID         -  AQ1719
 AQ1719  STATE/COUNTY-  FL/ST JOHNS
 AQ1719  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1719
 AQ1719                         *CURRENT SURVEY CONTROL
 AQ1719  ___________________________________________________________________
 AQ1719* NAD 83(1986)-  29 41 00.     (N)    081 13 05.     (W)     SCALED    
 AQ1719* NAVD 88     -         4.149  (meters)      13.61   (feet)  ADJUSTED  
 AQ1719  ___________________________________________________________________
 AQ1719  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AQ1719  DYNAMIC HT  -           4.143 (meters)      13.59  (feet)  COMP
 AQ1719  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 AQ1719
 AQ1719  VERT ORDER  -  SECOND    CLASS I
 AQ1719
 AQ1719.The horizontal coordinates were scaled from a topographic map and have
 AQ1719.an estimated accuracy of +/- 6 seconds.
 AQ1719
 AQ1719.The orthometric height was determined by differential leveling
 AQ1719.and adjusted by the National Geodetic Survey in June 1991..
 AQ1719
 AQ1719.The geoid height was determined by GEOID03.
 AQ1719
 AQ1719.The dynamic height is computed by dividing the NAVD 88
 AQ1719.geopotential number by the normal gravity value computed on the
 AQ1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1719.degrees latitude (g = 980.6199 gals.).
 AQ1719
 AQ1719.The modeled gravity was interpolated from observed gravity values.
 AQ1719
 AQ1719;                    North         East    Units  Estimated Accuracy
 AQ1719;SPC FL E     -   592,790.      178,900.      MT  (+/- 180 meters Scaled)
 AQ1719
 AQ1719                          SUPERSEDED SURVEY CONTROL
 AQ1719
 AQ1719  NGVD 29 (??/??/92)    4.462  (m)           14.64   (f) ADJ UNCH    2 1
 AQ1719
 AQ1719.Superseded values are not recommended for survey control.
 AQ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1719.See file dsdata.txt to determine how the superseded data were derived.
 AQ1719
 AQ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN789837(NAD 83)
 AQ1719_MARKER: DD = SURVEY DISK
 AQ1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1719_SP_SET: 4X4 PRECAST
 AQ1719_STAMPING: 73 77 A31 RM NO 2
 AQ1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1719+STABILITY: SURFACE MOTION
 AQ1719
 AQ1719  HISTORY     - Date     Condition        Report By
 AQ1719  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1719  HISTORY     - 20000921 MARK NOT FOUND   FLDT
 AQ1719
 AQ1719                          STATION DESCRIPTION
 AQ1719
 AQ1719'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1719'15.5 MI NORTH FROM FLAGLER BEACH.
 AQ1719'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1719'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1719'INTERSECTION OF WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1719'STATE ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE AT
 AQ1719'THE SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A
 AQ1719'FOR 0.2 MILE TO THE INTERSECTION OF OLD STATE ROAD A1A. PROCEED
 AQ1719'NORTHERLY ON OLD STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 24.5
 AQ1719'FEET EAST OF THE CENTERLINE OF THE PAVEMENT, 21.5 FEET NORTH OF A
 AQ1719'SIGN POST, AND 9 FEET WEST OF THE WEST EDGE OF THE SAND DUNES ON THE
 AQ1719'BEACH.
 AQ1719
 AQ1719                          STATION RECOVERY (2000)
 AQ1719
 AQ1719'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1720 ***********************************************************************
 AQ1720  DESIGNATION -  73 77 A 32 FLDT
 AQ1720  PID         -  AQ1720
 AQ1720  STATE/COUNTY-  FL/ST JOHNS
 AQ1720  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1720
 AQ1720                         *CURRENT SURVEY CONTROL
 AQ1720  ___________________________________________________________________
 AQ1720* NAD 83(1986)-  29 41 52.     (N)    081 13 32.     (W)     SCALED    
 AQ1720* NAVD 88     -         4.814  (meters)      15.79   (feet)  ADJUSTED  
 AQ1720  ___________________________________________________________________
 AQ1720  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1720  DYNAMIC HT  -           4.807 (meters)      15.77  (feet)  COMP
 AQ1720  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 AQ1720
 AQ1720  VERT ORDER  -  SECOND    CLASS I
 AQ1720
 AQ1720.The horizontal coordinates were scaled from a topographic map and have
 AQ1720.an estimated accuracy of +/- 6 seconds.
 AQ1720
 AQ1720.The orthometric height was determined by differential leveling
 AQ1720.and adjusted by the National Geodetic Survey in June 1991..
 AQ1720
 AQ1720.The geoid height was determined by GEOID03.
 AQ1720
 AQ1720.The dynamic height is computed by dividing the NAVD 88
 AQ1720.geopotential number by the normal gravity value computed on the
 AQ1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1720.degrees latitude (g = 980.6199 gals.).
 AQ1720
 AQ1720.The modeled gravity was interpolated from observed gravity values.
 AQ1720
 AQ1720;                    North         East    Units  Estimated Accuracy
 AQ1720;SPC FL E     -   594,390.      178,170.      MT  (+/- 180 meters Scaled)
 AQ1720
 AQ1720                          SUPERSEDED SURVEY CONTROL
 AQ1720
 AQ1720  NGVD 29 (??/??/92)    5.130  (m)           16.83   (f) ADJ UNCH    2 1
 AQ1720
 AQ1720.Superseded values are not recommended for survey control.
 AQ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1720.See file dsdata.txt to determine how the superseded data were derived.
 AQ1720
 AQ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN781853(NAD 83)
 AQ1720_MARKER: DD = SURVEY DISK
 AQ1720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AQ1720_SP_SET: CONCRETE POST
 AQ1720_STAMPING: 73 77 A32
 AQ1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1720
 AQ1720  HISTORY     - Date     Condition        Report By
 AQ1720  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1720  HISTORY     - 1989     GOOD             USPSQD
 AQ1720  HISTORY     - 1990     GOOD             USPSQD
 AQ1720
 AQ1720                          STATION DESCRIPTION
 AQ1720
 AQ1720'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1720'2.1 MI NORTH FROM MARINELAND.
 AQ1720'BEGINNING AT THE ST JOHNS/FLAGLER COUNTY LINE, AT MARINELAND, PROCEED
 AQ1720'NORTHERLY ON STATE ROAD A1A FOR 2.1 MILES TO THE NORTH BRIDGE OVER
 AQ1720'MATANZAS RIVER. THE MARK BEARS 22.5 FEET WEST OF THE CENTERLINE OF
 AQ1720'STATE ROAD A1A, 19 FEET NORTHWEST OF THE NORTH END OF THE WEST
 AQ1720'CONCRETE GUARDRAIL, AND 23 FEET WEST OF THE METAL GUARDRAIL.
 AQ1720
 AQ1720                          STATION RECOVERY (1989)
 AQ1720
 AQ1720'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1720'RECOVERED IN GOOD CONDITION.
 AQ1720
 AQ1720                          STATION RECOVERY (1990)
 AQ1720
 AQ1720'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1721 ***********************************************************************
 AQ1721  DESIGNATION -  73 77 A 32 RM 1 FLDT
 AQ1721  PID         -  AQ1721
 AQ1721  STATE/COUNTY-  FL/ST JOHNS
 AQ1721  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1721
 AQ1721                         *CURRENT SURVEY CONTROL
 AQ1721  ___________________________________________________________________
 AQ1721* NAD 83(1986)-  29 41 52.     (N)    081 13 32.     (W)     SCALED    
 AQ1721* NAVD 88     -         4.644  (meters)      15.24   (feet)  ADJUSTED  
 AQ1721  ___________________________________________________________________
 AQ1721  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1721  DYNAMIC HT  -           4.637 (meters)      15.21  (feet)  COMP
 AQ1721  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 AQ1721
 AQ1721  VERT ORDER  -  SECOND    CLASS I
 AQ1721
 AQ1721.The horizontal coordinates were scaled from a topographic map and have
 AQ1721.an estimated accuracy of +/- 6 seconds.
 AQ1721
 AQ1721.The orthometric height was determined by differential leveling
 AQ1721.and adjusted by the National Geodetic Survey in June 1991..
 AQ1721
 AQ1721.The geoid height was determined by GEOID03.
 AQ1721
 AQ1721.The dynamic height is computed by dividing the NAVD 88
 AQ1721.geopotential number by the normal gravity value computed on the
 AQ1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1721.degrees latitude (g = 980.6199 gals.).
 AQ1721
 AQ1721.The modeled gravity was interpolated from observed gravity values.
 AQ1721
 AQ1721;                    North         East    Units  Estimated Accuracy
 AQ1721;SPC FL E     -   594,390.      178,170.      MT  (+/- 180 meters Scaled)
 AQ1721
 AQ1721                          SUPERSEDED SURVEY CONTROL
 AQ1721
 AQ1721  NGVD 29 (??/??/92)    4.959  (m)           16.27   (f) ADJ UNCH    2 1
 AQ1721
 AQ1721.Superseded values are not recommended for survey control.
 AQ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1721.See file dsdata.txt to determine how the superseded data were derived.
 AQ1721
 AQ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN781853(NAD 83)
 AQ1721_MARKER: DD = SURVEY DISK
 AQ1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1721_SP_SET: CURB
 AQ1721_STAMPING: 73 77 A32 RM NO 1
 AQ1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1721
 AQ1721  HISTORY     - Date     Condition        Report By
 AQ1721  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1721  HISTORY     - 1989     GOOD             USPSQD
 AQ1721  HISTORY     - 1990     GOOD             USPSQD
 AQ1721
 AQ1721                          STATION DESCRIPTION
 AQ1721
 AQ1721'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1721'2.1 MI NORTH FROM MARINELAND.
 AQ1721'BEGINNING AT THE ST JOHNS/FLAGLER COUNTY LINE AT MARINELAND, PROCEED
 AQ1721'NORTHERLY ON STATE ROAD A1A FOR 2.1 MILES TO THE NORTH BRIDGE OVER
 AQ1721'MATANZAS RIVER. THE MARK IS SET IN THE TOP WEST CONCRETE CURB OF THE
 AQ1721'ROAD AT THE NORTH END OF THE BRIDGE, AND BEARS 53.5 FEET SOUTHEAST OF
 AQ1721'A POWER POLE, 24.2 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE
 AQ1721'GUARDRAIL, AND 20.3 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1721
 AQ1721                          STATION RECOVERY (1989)
 AQ1721
 AQ1721'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1721'RECOVERED IN GOOD CONDITION.
 AQ1721
 AQ1721                          STATION RECOVERY (1990)
 AQ1721
 AQ1721'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6716 ***********************************************************************
 DE6716  DESIGNATION -  73 97 A A002
 DE6716  PID         -  DE6716
 DE6716  STATE/COUNTY-  FL/FLAGLER
 DE6716  USGS QUAD   -  BUNNELL (1993)
 DE6716
 DE6716                         *CURRENT SURVEY CONTROL
 DE6716  ___________________________________________________________________
 DE6716* NAD 83(1986)-  29 27 14.     (N)    081 16 08.     (W)     SCALED    
 DE6716* NAVD 88     -         4.741  (meters)      15.55   (feet)  ADJUSTED  
 DE6716  ___________________________________________________________________
 DE6716  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DE6716  DYNAMIC HT  -           4.734 (meters)      15.53  (feet)  COMP
 DE6716  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 DE6716
 DE6716  VERT ORDER  -  SECOND    CLASS I
 DE6716
 DE6716.The horizontal coordinates were scaled from a topographic map and have
 DE6716.an estimated accuracy of +/- 6 seconds.
 DE6716
 DE6716.The orthometric height was determined by differential leveling
 DE6716.and adjusted by the National Geodetic Survey in May 2004..
 DE6716
 DE6716.The geoid height was determined by GEOID03.
 DE6716
 DE6716.The dynamic height is computed by dividing the NAVD 88
 DE6716.geopotential number by the normal gravity value computed on the
 DE6716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6716.degrees latitude (g = 980.6199 gals.).
 DE6716
 DE6716.The modeled gravity was interpolated from observed gravity values.
 DE6716
 DE6716;                    North         East    Units  Estimated Accuracy
 DE6716;SPC FL E     -   567,370.      173,920.      MT  (+/- 180 meters Scaled)
 DE6716
 DE6716                          SUPERSEDED SURVEY CONTROL
 DE6716
 DE6716.No superseded survey control is available for this station.
 DE6716
 DE6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN739583(NAD 83)
 DE6716_MARKER: DD = SURVEY DISK
 DE6716_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6716_STAMPING: 73 97 A A002
 DE6716_MARK LOGO: FLDT  
 DE6716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6716+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1999
 DE6716
 DE6716  HISTORY     - Date     Condition        Report By
 DE6716  HISTORY     - UNK      MONUMENTED       FLDT
 DE6716  HISTORY     - 19990317 GOOD             FLDEP
 DE6716
 DE6716                          STATION DESCRIPTION
 DE6716
 DE6716'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6716'THE MARK IS ABOUT 29.6 MI (47.6 KM) NORTH OF DELAND, 1.0 MI (1.6 KM)
 DE6716'SOUTH OF BUNNELL IN SECTION 15, TOWNSHIP 12 SOUTH, RANGE 30 EAST. TO
 DE6716'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, STATE ROAD 100 AND
 DE6716'STATE ROAD 11 (MOODY BOULEVARD) IN BUNNELL, GO SOUTHWEST ON STATE ROAD
 DE6716'11 (MOODY BOULEVARD) FOR 1.15 MI (1.85 KM) TO THE MARK ON THE RIGHT,
 DE6716'NEAR THE NORTH END OF BRIDGE NUMBER 730920, SET IN THE TOP OF A
 DE6716'PREFABRICATED 0.4 FT (12.2 CM) X 0.4 FT (12.2 CM) CONCRETE POST
 DE6716'SURROUNDED BY CONCRETE, RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 DE6716'THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 11.
 DE6716'LOCATED 107.7 FT (32.8 M) SOUTH OF THE NORTH END OF A METAL GUARDRAIL,
 DE6716'31.4 FT (9.6 M) NORTH OF THE BRIDGE GUARDRAIL, 20.5 FT (6.2 M) WEST OF
 DE6716'THE CENTERLINE OF STATE ROAD 11 AND 3.5 FT (1.1 M) WEST OF THE METAL
 DE6716'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6991 ***********************************************************************
 AF6991  DESIGNATION -  7374
 AF6991  PID         -  AF6991
 AF6991  STATE/COUNTY-  FL/OSCEOLA
 AF6991  USGS QUAD   -  LAKE MARIAN SW (1972)
 AF6991
 AF6991                         *CURRENT SURVEY CONTROL
 AF6991  ___________________________________________________________________
 AF6991* NAD 83(1986)-  27 48 16.     (N)    081 11 48.     (W)     SCALED    
 AF6991* NAVD 88     -        22.119  (meters)      72.57   (feet)  ADJUSTED  
 AF6991  ___________________________________________________________________
 AF6991  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AF6991  DYNAMIC HT  -          22.086 (meters)      72.46  (feet)  COMP
 AF6991  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AF6991
 AF6991  VERT ORDER  -  SECOND    CLASS I
 AF6991
 AF6991.The horizontal coordinates were scaled from a topographic map and have
 AF6991.an estimated accuracy of +/- 6 seconds.
 AF6991
 AF6991.The orthometric height was determined by differential leveling
 AF6991.and adjusted by the National Geodetic Survey in June 1991..
 AF6991
 AF6991.The geoid height was determined by GEOID03.
 AF6991
 AF6991.The dynamic height is computed by dividing the NAVD 88
 AF6991.geopotential number by the normal gravity value computed on the
 AF6991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6991.degrees latitude (g = 980.6199 gals.).
 AF6991
 AF6991.The modeled gravity was interpolated from observed gravity values.
 AF6991
 AF6991;                    North         East    Units  Estimated Accuracy
 AF6991;SPC FL E     -   384,560.      180,620.      MT  (+/- 180 meters Scaled)
 AF6991
 AF6991                          SUPERSEDED SURVEY CONTROL
 AF6991
 AF6991  NGVD 29 (09/01/92)   22.483  (m)           73.76   (f) ADJUSTED    2 1
 AF6991
 AF6991.Superseded values are not recommended for survey control.
 AF6991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6991.See file dsdata.txt to determine how the superseded data were derived.
 AF6991
 AF6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML806755(NAD 83)
 AF6991_MARKER: DD = SURVEY DISK
 AF6991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6991_SP_SET: BRIDGE WINGWALL
 AF6991_STAMPING: 7374
 AF6991_MARK LOGO: FLDT  
 AF6991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6991+STABILITY: SURFACE MOTION
 AF6991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6991+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2000
 AF6991
 AF6991  HISTORY     - Date     Condition        Report By
 AF6991  HISTORY     - UNK      MONUMENTED       FLDT
 AF6991  HISTORY     - 1983     GOOD             FLDNR
 AF6991  HISTORY     - 20000114 GOOD             FLDEP
 AF6991  HISTORY     - 20051215 MARK NOT FOUND   PICKET
 AF6991
 AF6991                          STATION DESCRIPTION
 AF6991
 AF6991'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF6991'25.75 MI ESE FROM LAKE WALES.
 AF6991'THE MARK IS AT THE NORTHEAST CORNER OF THE STATE HIGHWAY 60 BRIDGE
 AF6991'OVER THE KISSIMMEE RIVER, 20.7 FEET NORTH OF THE CENTERLINE OF THE
 AF6991'HIGHWAY, AND SET IN THE TOP OF THE BRIDGE ABUTMENT WINGWALL.
 AF6991
 AF6991                          STATION RECOVERY (2000)
 AF6991
 AF6991'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF6991'THE MARK IS ABOUT 51.0 MI (82.1 KM) WEST OF VERO BEACH, 25.95 MI
 AF6991'(41.76 KM) EAST-NORTHEAST OF LAKE WALES, 19.55 MI (31.46 KM) WEST OF
 AF6991'THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW
 AF6991'JUNCTION IN SECTION 11, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE
 AF6991'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN
 AF6991'YEEHAW JUNCTION, GO WEST ON STATE ROAD 60 FOR 19.55 MI (31.46 KM) TO
 AF6991'THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF
 AF6991'THE STATE ROAD 60 BRIDGE WINGWALL OVER THE KISSIMMEE RIVER. LOCATED
 AF6991'20.7 FT (6.3 M) NORTH OF THE CENTERLINE OF STATE ROAD 60.
 AF6991
 AF6991                          STATION RECOVERY (2005)
 AF6991
 AF6991'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2005 (JM)
 AF6991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6993 ***********************************************************************
 AF6993  DESIGNATION -  7375
 AF6993  PID         -  AF6993
 AF6993  STATE/COUNTY-  FL/POLK
 AF6993  USGS QUAD   -  LAKE MARIAN SW (1972)
 AF6993
 AF6993                         *CURRENT SURVEY CONTROL
 AF6993  ___________________________________________________________________
 AF6993* NAD 83(1986)-  27 48 16.     (N)    081 11 55.     (W)     SCALED    
 AF6993* NAVD 88     -        22.129  (meters)      72.60   (feet)  ADJUSTED  
 AF6993  ___________________________________________________________________
 AF6993  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AF6993  DYNAMIC HT  -          22.096 (meters)      72.49  (feet)  COMP
 AF6993  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 AF6993
 AF6993  VERT ORDER  -  SECOND    CLASS I
 AF6993
 AF6993.The horizontal coordinates were scaled from a topographic map and have
 AF6993.an estimated accuracy of +/- 6 seconds.
 AF6993
 AF6993.The orthometric height was determined by differential leveling
 AF6993.and adjusted by the National Geodetic Survey in June 1991..
 AF6993
 AF6993.The geoid height was determined by GEOID03.
 AF6993
 AF6993.The dynamic height is computed by dividing the NAVD 88
 AF6993.geopotential number by the normal gravity value computed on the
 AF6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6993.degrees latitude (g = 980.6199 gals.).
 AF6993
 AF6993.The modeled gravity was interpolated from observed gravity values.
 AF6993
 AF6993;                    North         East    Units  Estimated Accuracy
 AF6993;SPC FL W     -   384,800.      278,970.      MT  (+/- 180 meters Scaled)
 AF6993
 AF6993                          SUPERSEDED SURVEY CONTROL
 AF6993
 AF6993  NGVD 29 (09/01/92)   22.493  (m)           73.80   (f) ADJUSTED    2 1
 AF6993
 AF6993.Superseded values are not recommended for survey control.
 AF6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6993.See file dsdata.txt to determine how the superseded data were derived.
 AF6993
 AF6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML804755(NAD 83)
 AF6993_MARKER: DD = SURVEY DISK
 AF6993_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF6993_SP_SET: BRIDGE WINGWALL
 AF6993_STAMPING: 7375
 AF6993_MARK LOGO: FLDT  
 AF6993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6993+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2000
 AF6993
 AF6993  HISTORY     - Date     Condition        Report By
 AF6993  HISTORY     - UNK      MONUMENTED       FLDT
 AF6993  HISTORY     - 1983     GOOD             FLDNR
 AF6993  HISTORY     - 19970203 GOOD             USPSQD
 AF6993  HISTORY     - 19970710 GOOD             FLDEP
 AF6993  HISTORY     - 20000114 GOOD             FLDEP
 AF6993  HISTORY     - 20051215 MARK NOT FOUND   PICKET
 AF6993
 AF6993                          STATION DESCRIPTION
 AF6993
 AF6993'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF6993'25.65 MI ESE FROM LAKE WALES.
 AF6993'THE MARK IS AT THE SOUTHWEST CORNER OF THE STATE HIGHWAY 60
 AF6993'BRIDGE OVER THE KISSIMMEE RIVER, 20.6 FEET SOUTH OF THE CENTERLINE
 AF6993'OF THE HIGHWAY, AND SET IN THE TOP OF THE BRIDGE ABUTMENT WINGWALL.
 AF6993
 AF6993                          STATION RECOVERY (1997)
 AF6993
 AF6993'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6993'RECOVERED IN GOOD CONDITION.
 AF6993
 AF6993                          STATION RECOVERY (1997)
 AF6993
 AF6993'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AF6993'THE MARK IS ABOUT 26.0 MI (41.8 KM) EAST-SOUTHEAST OF LAKE WHALES,
 AF6993'52.0 MI (83.7 KM) NORTH-NORTHWEST OF VERO BEACH ON STATE ROAD 60 IN
 AF6993'SECTION 11, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM
 AF6993'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WHALES, GO
 AF6993'EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE JUNCTION
 AF6993'ON RANCH RIVER BOULEVARD ON THE RIGHT, CONTINUE EAST ON STATE ROAD 60
 AF6993'FOR 1.2 MI (1.9 KM) TO THE SOUTHWEST CORNER OF A BRIDGE OVER THE
 AF6993'KISSIMMEE RIVER AND THE MARK ON THE RIGHT, SET IN THE TOP OF BRIDGE
 AF6993'ABUTMENT WINGWALL 1.0 FT (0.3 M) ABOVE THE LEVEL OF STATE ROAD 60.
 AF6993'LOCATED 20.6 FT (6.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 AF6993'STATE ROAD 60, 4.3 FT (1.3 M) SOUTH OF THE CONCRETE GUARD RAIL AND 1.4
 AF6993'FT (0.4 M) NORTH OF THE SOUTH END OF THE ABUTMENT.
 AF6993
 AF6993                          STATION RECOVERY (2000)
 AF6993
 AF6993'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF6993'RECOVERED AS DESCRIBED.
 AF6993
 AF6993                          STATION RECOVERY (2005)
 AF6993
 AF6993'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2005 (JM)
 AF6993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6233 ***********************************************************************
 DG6233  DESIGNATION -  74 38
 DG6233  PID         -  DG6233
 DG6233  STATE/COUNTY-  FL/OSCEOLA
 DG6233  USGS QUAD   -  NARCOOSSEE SE (1988)
 DG6233
 DG6233                         *CURRENT SURVEY CONTROL
 DG6233  ___________________________________________________________________
 DG6233* NAD 83(1986)-  28 16 32.     (N)    081 06 30.     (W)     SCALED    
 DG6233* NAVD 88     -        22.341  (meters)      73.30   (feet)  ADJUSTED  
 DG6233  ___________________________________________________________________
 DG6233  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DG6233  DYNAMIC HT  -          22.308 (meters)      73.19  (feet)  COMP
 DG6233  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 DG6233
 DG6233  VERT ORDER  -  SECOND    CLASS I
 DG6233
 DG6233.The horizontal coordinates were scaled from a topographic map and have
 DG6233.an estimated accuracy of +/- 6 seconds.
 DG6233
 DG6233.The orthometric height was determined by differential leveling
 DG6233.and adjusted by the National Geodetic Survey in September 2004..
 DG6233
 DG6233.The geoid height was determined by GEOID03.
 DG6233
 DG6233.The dynamic height is computed by dividing the NAVD 88
 DG6233.geopotential number by the normal gravity value computed on the
 DG6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6233.degrees latitude (g = 980.6199 gals.).
 DG6233
 DG6233.The modeled gravity was interpolated from observed gravity values.
 DG6233
 DG6233;                    North         East    Units  Estimated Accuracy
 DG6233;SPC FL E     -   436,750.      189,370.      MT  (+/- 180 meters Scaled)
 DG6233
 DG6233                          SUPERSEDED SURVEY CONTROL
 DG6233
 DG6233.No superseded survey control is available for this station.
 DG6233
 DG6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM893277(NAD 83)
 DG6233_MARKER: DD = SURVEY DISK
 DG6233_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG6233_SP_SET: BRIDGE WALKWAY
 DG6233_STAMPING: 74.38
 DG6233_MARK LOGO: FLSRD 
 DG6233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6233+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 DG6233
 DG6233  HISTORY     - Date     Condition        Report By
 DG6233  HISTORY     - UNK      MONUMENTED       FLSRD
 DG6233  HISTORY     - 20021218 GOOD             FLDEP
 DG6233
 DG6233                          STATION DESCRIPTION
 DG6233
 DG6233'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG6233'THE MARK IS ABOUT 23.0 MI SOUTHWEST OF COCOA, 7.6 MI EAST-NORTHEAST OF
 DG6233'ST. CLOUD, 5.5 MI  NORTHEAST OF ASHTON, IN SECTION 27, TOWNSHIP 25
 DG6233'SOUTH, RANGE 32 EAST.
 DG6233' 
 DG6233'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6233'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6233'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6233'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 DG6233'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE
 DG6233'JUNCTION OF  NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON
 DG6233'NOVA ROAD (COUNTY ROAD 532) AND  GO NORTHEAST FOR 3.65 MI TO CANAL
 DG6233'C-32C, CONTINUE EAST ON NOVA ROAD FOR 3.15 MI TO THE  EAST END OF
 DG6233'BRIDGE NUMBER 924115 AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DG6233'THE  NORTHEAST CORNER OF THE BRIDGE WALKWAY, 0.6 FT ABOVE THE LEVEL OF
 DG6233'NOVA ROAD.
 DG6233' 
 DG6233'LOCATED 15.0 FT NORTH OF THE CENTERLINE OF NOVA ROAD, 7.0 FT WEST OF
 DG6233'THE NORTHEAST  CORNER OF THE BRIDGE AND 1.4 FT SOUTH OF THE BRIDGE
 DG6233'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6235 ***********************************************************************
 DG6235  DESIGNATION -  74 40
 DG6235  PID         -  DG6235
 DG6235  STATE/COUNTY-  FL/OSCEOLA
 DG6235  USGS QUAD   -  NARCOOSSEE SE (1988)
 DG6235
 DG6235                         *CURRENT SURVEY CONTROL
 DG6235  ___________________________________________________________________
 DG6235* NAD 83(1986)-  28 16 32.     (N)    081 06 32.     (W)     SCALED    
 DG6235* NAVD 88     -        22.344  (meters)      73.31   (feet)  ADJUSTED  
 DG6235  ___________________________________________________________________
 DG6235  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DG6235  DYNAMIC HT  -          22.311 (meters)      73.20  (feet)  COMP
 DG6235  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 DG6235
 DG6235  VERT ORDER  -  SECOND    CLASS I
 DG6235
 DG6235.The horizontal coordinates were scaled from a topographic map and have
 DG6235.an estimated accuracy of +/- 6 seconds.
 DG6235
 DG6235.The orthometric height was determined by differential leveling
 DG6235.and adjusted by the National Geodetic Survey in September 2004..
 DG6235
 DG6235.The geoid height was determined by GEOID03.
 DG6235
 DG6235.The dynamic height is computed by dividing the NAVD 88
 DG6235.geopotential number by the normal gravity value computed on the
 DG6235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6235.degrees latitude (g = 980.6199 gals.).
 DG6235
 DG6235.The modeled gravity was interpolated from observed gravity values.
 DG6235
 DG6235;                    North         East    Units  Estimated Accuracy
 DG6235;SPC FL E     -   436,750.      189,320.      MT  (+/- 180 meters Scaled)
 DG6235
 DG6235                          SUPERSEDED SURVEY CONTROL
 DG6235
 DG6235.No superseded survey control is available for this station.
 DG6235
 DG6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM893277(NAD 83)
 DG6235_MARKER: DD = SURVEY DISK
 DG6235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG6235_SP_SET: BRIDGE WALKWAY
 DG6235_STAMPING: 74.40
 DG6235_MARK LOGO: FLSRD 
 DG6235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6235+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 DG6235
 DG6235  HISTORY     - Date     Condition        Report By
 DG6235  HISTORY     - UNK      MONUMENTED       FLSRD
 DG6235  HISTORY     - 20021218 GOOD             FLDEP
 DG6235
 DG6235                          STATION DESCRIPTION
 DG6235
 DG6235'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG6235'THE MARK IS ABOUT 23.0 MI SOUTHWEST OF COCOA, 7.6 MI EAST-NORTHEAST OF
 DG6235'ST. CLOUD, 5.5 MI  NORTHEAST OF ASHTON, IN SECTION 34, TOWNSHIP 25
 DG6235'SOUTH, RANGE 32 EAST.
 DG6235' 
 DG6235'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6235'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6235'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6235'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 DG6235'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE
 DG6235'JUNCTION OF  NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON
 DG6235'NOVA ROAD (COUNTY ROAD 532) AND  GO NORTHEAST FOR 3.65 MI TO CANAL
 DG6235'C-32C, CONTINUE EAST ON NOVA ROAD FOR 3.1 MI TO THE  EAST END OF
 DG6235'BRIDGE NUMBER 924115 AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 DG6235'OF THE  SOUTHEAST CORNER OF THE BRIDGE WALKWAY, 0.6 FT ABOVE THE LEVEL
 DG6235'OF NOVA ROAD.
 DG6235' 
 DG6235'LOCATED 14.7 FT SOUTH OF THE CENTERLINE OF NOVA ROAD, 6.5 FT EAST OF
 DG6235'THE SOUTHWEST END  OF THE BRIDGE AND 1.5 FT NORTH OF THE BRIDE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5882 ***********************************************************************
 DE5882  DESIGNATION -  74 81 A08
 DE5882  PID         -  DE5882
 DE5882  STATE/COUNTY-  FL/NASSAU
 DE5882  USGS QUAD   -  FERNANDINA BEACH (1992)
 DE5882
 DE5882                         *CURRENT SURVEY CONTROL
 DE5882  ___________________________________________________________________
 DE5882* NAD 83(1999)-  30 40 32.60859(N)    081 25 49.36332(W)     ADJUSTED  
 DE5882* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 DE5882  ___________________________________________________________________
 DE5882  X           -     818,130.046 (meters)                     COMP
 DE5882  Y           -  -5,429,100.166 (meters)                     COMP
 DE5882  Z           -   3,235,011.565 (meters)                     COMP
 DE5882  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DE5882  ELLIP HEIGHT-         -26.28  (meters)          (06/26/02) GPS OBS
 DE5882  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DE5882
 DE5882  HORZ ORDER  -  FIRST
 DE5882  ELLP ORDER  -  THIRD     CLASS I
 DE5882
 DE5882.The horizontal coordinates were established by GPS observations
 DE5882.and adjusted by the BERRYMAN & HENIGAR in June 2002..
 DE5882
 DE5882.The orthometric height was determined by GPS observations and a
 DE5882.high-resolution geoid model.
 DE5882
 DE5882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5882
 DE5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5882
 DE5882.The ellipsoidal height was determined by GPS observations
 DE5882.and is referenced to NAD 83.
 DE5882
 DE5882.The geoid height was determined by GEOID03.
 DE5882
 DE5882;                    North         East     Units Scale Factor Converg.
 DE5882;SPC FL E     -   702,851.799   158,760.808   MT  0.99996215   -0 13 10.5
 DE5882;SPC FL E     - 2,305,939.61    520,867.75   sFT  0.99996215   -0 13 10.5
 DE5882;UTM  17      - 3,393,743.970   458,774.879   MT  0.99962096   -0 13 10.5
 DE5882
 DE5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5882!SPC FL E     -   1.00000413  x   0.99996215  =   0.99996628
 DE5882!UTM  17      -   1.00000413  x   0.99962096  =   0.99962509
 DE5882
 DE5882:                Primary Azimuth Mark                     Grid Az
 DE5882:SPC FL E     -  74 81 A09                                188 19 22.4
 DE5882:UTM  17      -  74 81 A09                                188 19 22.4
 DE5882
 DE5882|---------------------------------------------------------------------|
 DE5882| PID    Reference Object                     Distance      Geod. Az  |
 DE5882|                                                           dddmmss.s |
 DE5882| DE5883 74 81 A09                           APPROX. 0.7 KM 1880611.9 |
 DE5882|---------------------------------------------------------------------|
 DE5882
 DE5882                          SUPERSEDED SURVEY CONTROL
 DE5882
 DE5882.No superseded survey control is available for this station.
 DE5882
 DE5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5877593744(NAD 83)
 DE5882_MARKER: DD = SURVEY DISK
 DE5882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5882_STAMPING: 74 81 A08
 DE5882_MARK LOGO: FLDNR 
 DE5882_PROJECTION: RECESSED 15 CENTIMETERS
 DE5882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5882+STABILITY: SURFACE MOTION
 DE5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5882+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 DE5882
 DE5882  HISTORY     - Date     Condition        Report By
 DE5882  HISTORY     - 20020505 MONUMENTED       FLDNR
 DE5882  HISTORY     - 20060601 GOOD             USPSQD
 DE5882
 DE5882                          STATION DESCRIPTION
 DE5882
 DE5882'DESCRIBED BY FL DEPT OF NAT RES 2002 (KW)
 DE5882'THE STATION IS LOCATED ON AMELIA ISLAND IN FERNANDINA BEACH,
 DE5882'APPROXIMATELY 4.8 MILES
 DE5882'NORTH OF THE FERNANDINA BEACH MUNICIPAL AIRPORT AND 7.8 MILES
 DE5882'SOUTHEAST OF ST. MARY'S
 DE5882'(GEORGIA).
 DE5882' 
 DE5882'FROM THE INTERSECTION OF STATE ROAD A1A (ALSO KNOWN AS ATLANTIC
 DE5882'AVENUE) AND NORTH
 DE5882'FLETCHER AVENUE IN FERNANDINA BEACH, PROCEED NORTH ON NORTH FLETCHER
 DE5882'AVENUE FOR 0.05
 DE5882'MILES, TO AN INTERSECTION WITH TROUT STREET. TURN LEFT ONTO TROUT
 DE5882'STREET AND PROCEED
 DE5882'WEST FOR 0.1 MILES, TO AN INTERSECTION WITH TARPON AVENUE. TURN RIGHT
 DE5882'ONTO TARPON
 DE5882'AVENUE AND PROCEED NORTH FOR 0.1 MILES, TO AN INTERSECTION WITH
 DE5882'DOLPHIN STREET. TURN
 DE5882'RIGHT ONTO DOLPHIN STREET AND PROCEED EAST FOR 0.05 MILES, TO AN
 DE5882'INTERSECTION WITH
 DE5882'NORTH FLETCHER AVENUE. TURN LEFT ONTO NORTH FLETCHER AVENUE AND
 DE5882'PROCEED NORTH FOR
 DE5882'0.3 MILES, TO AN INTERSECTION WITH EAST 4TH STREET (SAND ROAD) AND
 DE5882'STATION ON THE RIGHT
 DE5882'IN THE NORTHEAST QUADRANT OF THE INTERSECTION, A BRASS DEPARTMENT OF
 DE5882'NATURAL
 DE5882'RESOURCES DISK SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 DE5882'RECESSED 0.5
 DE5882'FEET BELOW THE GROUND. THE STATION IS 16.5 FEET NORTH OF THE
 DE5882'CENTERLINE OF EAST 4TH
 DE5882'STREET, 20.9 FEET EAST OF THE CENTERLINE OF NORTH FLETCHER AVENUE AND
 DE5882'49.6 FEET
 DE5882'NORTHWEST OF A WITNESS POST.--
 DE5882' 
 DE5882'REFERENCES--
 DE5882'NAIL AND DISK (REF MARK LB 6895), SET IN A POWER POLE, SOUTH 38
 DE5882'DEGREES EAST AT 49.60 FEET
 DE5882'NAIL AND DISK (REF MARK LB 6895), SET IN A POWER POLE, SOUTH 63
 DE5882'DEGREES WEST AT 52.70 FEET
 DE5882'CHISELED CROSS, SET IN THE SOUTHWEST CORNER OF A CONCRETE DROP INLET,
 DE5882'NORTH 10
 DE5882'DEGREES WEST AT 26.32 FEET.
 DE5882' 
 DE5882'
 DE5882
 DE5882                          STATION RECOVERY (2006)
 DE5882
 DE5882'RECOVERY NOTE BY US POWER SQUADRON 2006 (ALB)
 DE5882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5883 ***********************************************************************
 DE5883  DESIGNATION -  74 81 A09
 DE5883  PID         -  DE5883
 DE5883  STATE/COUNTY-  FL/NASSAU
 DE5883  USGS QUAD   -  FERNANDINA BEACH (1992)
 DE5883
 DE5883                         *CURRENT SURVEY CONTROL
 DE5883  ___________________________________________________________________
 DE5883* NAD 83(1999)-  30 40 09.43449(N)    081 25 53.18038(W)     ADJUSTED  
 DE5883* NAVD 88     -         3.86   (meters)      12.7    (feet)  LEVELING  
 DE5883  ___________________________________________________________________
 DE5883  X           -     818,084.033 (meters)                     COMP
 DE5883  Y           -  -5,429,476.719 (meters)                     COMP
 DE5883  Z           -   3,234,398.604 (meters)                     COMP
 DE5883  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DE5883  ELLIP HEIGHT-         -24.61  (meters)          (06/26/02) GPS OBS
 DE5883  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DE5883
 DE5883  HORZ ORDER  -  FIRST
 DE5883  VERT ORDER  -  THIRD ?
 DE5883  ELLP ORDER  -  THIRD     CLASS I
 DE5883
 DE5883.The horizontal coordinates were established by GPS observations
 DE5883.and adjusted by the BERRYMAN & HENIGAR in June 2002..
 DE5883
 DE5883.The orthometric height was determined by differential leveling.
 DE5883.The vertical network tie was performed by a horz. field party for horz.
 DE5883.obs reductions. Reset procedures were used to establish the elevation.
 DE5883
 DE5883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5883
 DE5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5883
 DE5883.The ellipsoidal height was determined by GPS observations
 DE5883.and is referenced to NAD 83.
 DE5883
 DE5883.The geoid height was determined by GEOID03.
 DE5883
 DE5883;                    North         East     Units Scale Factor Converg.
 DE5883;SPC FL E     -   702,138.562   158,656.468   MT  0.99996225   -0 13 12.3
 DE5883;SPC FL E     - 2,303,599.60    520,525.43   sFT  0.99996225   -0 13 12.3
 DE5883;UTM  17      - 3,393,030.977   458,670.574   MT  0.99962107   -0 13 12.3
 DE5883
 DE5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5883!SPC FL E     -   1.00000386  x   0.99996225  =   0.99996611
 DE5883!UTM  17      -   1.00000386  x   0.99962107  =   0.99962493
 DE5883
 DE5883:                Primary Azimuth Mark                     Grid Az
 DE5883:SPC FL E     -  74 81 A08                                008 19 22.2
 DE5883:UTM  17      -  74 81 A08                                008 19 22.2
 DE5883
 DE5883|---------------------------------------------------------------------|
 DE5883| PID    Reference Object                     Distance      Geod. Az  |
 DE5883|                                                           dddmmss.s |
 DE5883| DE5882 74 81 A08                           APPROX. 0.7 KM 0080609.9 |
 DE5883|---------------------------------------------------------------------|
 DE5883
 DE5883                          SUPERSEDED SURVEY CONTROL
 DE5883
 DE5883.No superseded survey control is available for this station.
 DE5883
 DE5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5867193031(NAD 83)
 DE5883_MARKER: DD = SURVEY DISK
 DE5883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5883_STAMPING: 74 81 A09
 DE5883_MARK LOGO: FLDNR 
 DE5883_PROJECTION: RECESSED 15 CENTIMETERS
 DE5883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5883+STABILITY: SURFACE MOTION
 DE5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5883+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 DE5883
 DE5883  HISTORY     - Date     Condition        Report By
 DE5883  HISTORY     - 20020505 MONUMENTED       FLDNR
 DE5883  HISTORY     - 20050815 GOOD             USPSQD
 DE5883
 DE5883                          STATION DESCRIPTION
 DE5883
 DE5883'DESCRIBED BY FL DEPT OF NAT RES 2002 (KW)
 DE5883'THE STATION IS LOCATED ON AMELIA ISLAND IN FERNANDINA BEACH AT MAIN
 DE5883'BEACH PARK,
 DE5883'APPROXIMATELY 4.4 MILES NORTH OF THE FERNANDINA BEACH MUNICIPAL
 DE5883'AIRPORT AND 8.0 MILES
 DE5883'SOUTHEAST OF ST. MARY'S (GEORGIA).
 DE5883' 
 DE5883'FROM THE INTERSECTION OF STATE ROAD A1A (ALSO KNOWN AS ATLANTIC
 DE5883'AVENUE) AND NORTH
 DE5883'FLETCHER AVENUE IN FERNANDINA BEACH, PROCEED NORTH ON NORTH FLETCHER
 DE5883'AVENUE FOR 0.1
 DE5883'MILES, TO THE STATION JUST NORTH OF THE MOST NORTHERLY PARKING LOT OF
 DE5883'MAIN BEACH PARK,
 DE5883'A BRASS DEPARTMENT OF NATURAL RESOURCES DISK SET IN THE TOP OF A
 DE5883'12-INCH DIAMETER
 DE5883'CONCRETE MONUMENT RECESSED 0.5 FEET BELOW THE GROUND. THE STATION IS
 DE5883'3.2 FEET NORTH
 DE5883'OF A CONCRETE SIDEWALK AND 11.0 FEET EAST OF A WITNESS POST.--
 DE5883' 
 DE5883'REFERENCES--
 DE5883'NAIL AND DISK (REF MARK LB 6895), SET IN A 12-INCH PALM, SOUTH 85
 DE5883'DEGREES EAST AT 44.87 FEET
 DE5883'NAIL AND DISK (REF MARK LB 6895), SET IN A 14-INCH PALM, SOUTH 21
 DE5883'DEGREES WEST AT 62.25 FEET
 DE5883'NAIL AND DISK (REF MARK LB 6895), SET IN A 10-INCH PALM, NORTH 71
 DE5883'DEGREES WEST AT 93.45 FEET.
 DE5883' 
 DE5883' 
 DE5883' 
 DE5883' 
 DE5883' 
 DE5883'
 DE5883
 DE5883                          STATION RECOVERY (2005)
 DE5883
 DE5883'RECOVERY NOTE BY US POWER SQUADRON 2005 (DGJ)
 DE5883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4018 ***********************************************************************
 AB4018  DESIGNATION -  74 92 GPS 1
 AB4018  PID         -  AB4018
 AB4018  STATE/COUNTY-  FL/NASSAU
 AB4018  USGS QUAD   -  HEDGES (1992)
 AB4018
 AB4018                         *CURRENT SURVEY CONTROL
 AB4018  ___________________________________________________________________
 AB4018* NAD 83(1999)-  30 35 51.78610(N)    081 35 56.41158(W)     ADJUSTED  
 AB4018* NAVD 88     -         7.1    (meters)      23.     (feet)  GPS OBS   
 AB4018  ___________________________________________________________________
 AB4018  X           -     802,792.885 (meters)                     COMP
 AB4018  Y           -  -5,435,848.392 (meters)                     COMP
 AB4018  Z           -   3,227,573.256 (meters)                     COMP
 AB4018  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AB4018  ELLIP HEIGHT-         -21.26  (meters)          (06/19/01) GPS OBS
 AB4018  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AB4018
 AB4018  HORZ ORDER  -  FIRST
 AB4018  ELLP ORDER  -  FOURTH    CLASS I
 AB4018
 AB4018.The horizontal coordinates were established by GPS observations
 AB4018.and adjusted by the National Geodetic Survey in June 2001..
 AB4018
 AB4018.The orthometric height was determined by GPS observations and a
 AB4018.high-resolution geoid model.
 AB4018
 AB4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4018
 AB4018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4018
 AB4018.The ellipsoidal height was determined by GPS observations
 AB4018.and is referenced to NAD 83.
 AB4018
 AB4018.The geoid height was determined by GEOID03.
 AB4018
 AB4018;                    North         East     Units Scale Factor Converg.
 AB4018;SPC FL E     -   694,278.106   142,556.770   MT  0.99998187   -0 18 17.7
 AB4018;SPC FL E     - 2,277,810.75    467,705.00   sFT  0.99998187   -0 18 17.7
 AB4018;UTM  17      - 3,385,173.203   442,576.370   MT  0.99964068   -0 18 17.7
 AB4018
 AB4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4018!SPC FL E     -   1.00000334  x   0.99998187  =   0.99998521
 AB4018!UTM  17      -   1.00000334  x   0.99964068  =   0.99964402
 AB4018
 AB4018                          SUPERSEDED SURVEY CONTROL
 AB4018
 AB4018  NAD 83(1990)-  30 35 51.78513(N)    081 35 56.41213(W) AD(       ) 1
 AB4018  ELLIP H (06/10/96)  -21.45   (m)                       GP(       ) 2 2
 AB4018
 AB4018.Superseded values are not recommended for survey control.
 AB4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4018.See file dsdata.txt to determine how the superseded data were derived.
 AB4018
 AB4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4257685173(NAD 83)
 AB4018_MARKER: DD = SURVEY DISK
 AB4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4018_STAMPING: 74 92 GPS 1
 AB4018_MARK LOGO: FLDT  
 AB4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4018+STABILITY: SURFACE MOTION
 AB4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4018+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB4018
 AB4018  HISTORY     - Date     Condition        Report By
 AB4018  HISTORY     - 1992     MONUMENTED       FLDT
 AB4018
 AB4018                          STATION DESCRIPTION
 AB4018
 AB4018'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992 (CDM)
 AB4018'THE STATION IS ABOUT 2.5 MI (4.0 KM) SOUTH OF YULEE IN SECTION 16,
 AB4018'TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM THE
 AB4018'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A IN
 AB4018'YULEE, GO 2.4 MI (3.9 KM) SOUTH ON U.S. HIGHWAY 17 TO STATION ON THE
 AB4018'RIGHT IN THE WEST SHOULDER OF ROAD, IS 0.1 MI (0.2 KM) SOUTH OF HARTS
 AB4018'ROAD, IS SOUTHWEST OF A JIFFY FOOD STORE. LOCATED 5.0 FT (1.5 M)
 AB4018'NORTHEAST OF METAL WITNESS POST, 29.4 FT (9.0 M) WEST OF CENTERLINE OF
 AB4018'U.S. HIGHWAY 17, 56.8 FT (17.3 M) SOUTHEAST OF SOUTHEAST CORNER OF
 AB4018'CHAIN LINK FENCE, 94.0 FT (28.7 M) NORTH OF UTILITY POLE. STATION IS
 AB4018'RECESSED 0.3 FT (9.1 CM) . DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4006 ***********************************************************************
 AB4006  DESIGNATION -  74 94 GPS 1
 AB4006  PID         -  AB4006
 AB4006  STATE/COUNTY-  FL/NASSAU
 AB4006  USGS QUAD   -  MAC CLENNY NE (1988)
 AB4006
 AB4006                         *CURRENT SURVEY CONTROL
 AB4006  ___________________________________________________________________
 AB4006* NAD 83(1999)-  30 24 43.01102(N)    082 01 44.82139(W)     ADJUSTED  
 AB4006* NAVD 88     -        24.309  (meters)      79.75   (feet)  ADJUSTED  
 AB4006  ___________________________________________________________________
 AB4006  X           -     763,416.000 (meters)                     COMP
 AB4006  Y           -  -5,452,089.530 (meters)                     COMP
 AB4006  Z           -   3,209,837.943 (meters)                     COMP
 AB4006  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AB4006  ELLIP HEIGHT-          -3.94  (meters)          (06/19/01) GPS OBS
 AB4006  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AB4006  DYNAMIC HT  -          24.278 (meters)      79.65  (feet)  COMP
 AB4006  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 AB4006
 AB4006  HORZ ORDER  -  FIRST
 AB4006  VERT ORDER  -  SECOND    CLASS I
 AB4006  ELLP ORDER  -  FOURTH    CLASS I
 AB4006
 AB4006.The horizontal coordinates were established by GPS observations
 AB4006.and adjusted by the National Geodetic Survey in June 2001..
 AB4006
 AB4006.The orthometric height was determined by differential leveling
 AB4006.and adjusted by the National Geodetic Survey in June 2005..
 AB4006.No vertical observational check was made to the station.
 AB4006
 AB4006.Photographs are available for this station.
 AB4006
 AB4006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4006
 AB4006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4006
 AB4006.The ellipsoidal height was determined by GPS observations
 AB4006.and is referenced to NAD 83.
 AB4006
 AB4006.The geoid height was determined by GEOID03.
 AB4006
 AB4006.The dynamic height is computed by dividing the NAVD 88
 AB4006.geopotential number by the normal gravity value computed on the
 AB4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4006.degrees latitude (g = 980.6199 gals.).
 AB4006
 AB4006.The modeled gravity was interpolated from observed gravity values.
 AB4006
 AB4006;                    North         East     Units Scale Factor Converg.
 AB4006;SPC FL E     -   673,981.287   101,120.201   MT  1.00006175   -0 31 15.6
 AB4006;SPC FL E     - 2,211,220.27    331,758.53   sFT  1.00006175   -0 31 15.6
 AB4006;UTM  17      - 3,364,883.309   401,153.938   MT  0.99972053   -0 31 15.6
 AB4006
 AB4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4006!SPC FL E     -   1.00000062  x   1.00006175  =   1.00006237
 AB4006!UTM  17      -   1.00000062  x   0.99972053  =   0.99972115
 AB4006
 AB4006                          SUPERSEDED SURVEY CONTROL
 AB4006
 AB4006  NAD 83(1990)-  30 24 43.01017(N)    082 01 44.82185(W) AD(       ) 1
 AB4006  ELLIP H (06/10/96)   -4.07   (m)                       GP(       ) 2 2
 AB4006
 AB4006.Superseded values are not recommended for survey control.
 AB4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4006.See file dsdata.txt to determine how the superseded data were derived.
 AB4006
 AB4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0115464883(NAD 83)
 AB4006_MARKER: DD = SURVEY DISK
 AB4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4006_STAMPING: 74 94 GPS 1
 AB4006_MARK LOGO: FLDT  
 AB4006_PROJECTION: FLUSH
 AB4006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4006+STABILITY: SURFACE MOTION
 AB4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4006+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 AB4006
 AB4006  HISTORY     - Date     Condition        Report By
 AB4006  HISTORY     - 1994     MONUMENTED       FLDT
 AB4006  HISTORY     - 20020510 GOOD             BAH
 AB4006  HISTORY     - 20040107 GOOD             FLDEP
 AB4006
 AB4006                          STATION DESCRIPTION
 AB4006
 AB4006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4006'THE STATION IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF CALLAHAN IN
 AB4006'SECTION 17, TOWNSHIP 1 SOUTH, RANGE 23 EAST. TO REACH THE STATION FROM
 AB4006'THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD
 AB4006'A1A IN CALLAHAN, GO 13.7 MI (22.0 KM) SOUTHWEST ON U.S. HIGHWAY 301 TO
 AB4006'THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY ROAD 119, GO 6.0 MI
 AB4006'(9.7 KM) WEST ON COUNTY ROAD 119 TO T-INTERSECTION OF COUNTY ROAD 119
 AB4006'WEST AND COUNTY ROAD 121 NORTH. STATION IS IN THE NORTHWEST QUADRANT.
 AB4006'LOCATED 39.0 FT (11.9 M) NORTH OF PROJECTED CENTERLINE OF COUNTY ROAD
 AB4006'119, 43.0 FT (13.1 M) EAST OF NORTHEAST CORNER OF ASPHALT HELICOPTER
 AB4006'PAD, 50.0 FT (15.2 M) WEST OF CENTERLINE OF COUNTY ROAD 121, 92.3 FT
 AB4006'(28.1 M) NORTHEAST OF THE NORTHEAST CORNER OF FIRE DEPARTMENT
 AB4006'SUB-STATION. STATION IS FLUSH WITH THE GROUND. DESCRIBED BY RLB.
 AB4006
 AB4006                          STATION RECOVERY (2002)
 AB4006
 AB4006'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 AB4006'RECOVERED AS DESCRIBED (ARG)
 AB4006'
 AB4006
 AB4006                          STATION RECOVERY (2004)
 AB4006
 AB4006'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AB4006'THE MARK IS ABOUT 28.5 MI SOUTH-SOUTHWEST OF BOULOGNE, 23.7 MI
 AB4006'SOUTH-SOUTHWEST OF  HILLIARD, 5.5 MI NORTHWEST OF BRYCEVILLE, IN
 AB4006'SECTION 17, TOWNSHIP 1 SOUTH, RANGE 23 EAST.
 AB4006' 
 AB4006'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 (BEAVER STREET)
 AB4006'AND COUNTY ROAD  121 (BRANDY BRANCH ROAD) ABOUT 2.1 MI WEST OF
 AB4006'BALDWIN, GO NORTH ON COUNTY ROAD 121 FOR  7.95 MI TO THE JUNCTION OF
 AB4006'COUNTY ROAD 119 ON THE RIGHT AND THE MARK ON THE LEFT, SET IN  THE TOP
 AB4006'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 AB4006'COUNTY  ROAD 121.
 AB4006' 
 AB4006'LOCATED 94.4 FT NORTHEAST OF THE NORTHEAST CORNER OF BRYCEVILLE FIRE
 AB4006'DEPARTMENT SUB  STATION, 58.9 FT NORTH OF THE APPROXIMATE CENTERLINE
 AB4006'OF A DRIVEWAY TO THE FIRE  DEPARTMENT, 49.9 FT NORTHWEST OF THE
 AB4006'CENTERLINE OF COUNTY ROAD 121 AND 2.0 FT  SOUTHEAST OF A CARSONITE
 AB4006'WITNESS POST.
 AB4006' 
 AB4006'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AB4006'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4015 ***********************************************************************
 AB4015  DESIGNATION -  74 94 GPS 10
 AB4015  PID         -  AB4015
 AB4015  STATE/COUNTY-  FL/NASSAU
 AB4015  USGS QUAD   -  ITALIA (1992)
 AB4015
 AB4015                         *CURRENT SURVEY CONTROL
 AB4015  ___________________________________________________________________
 AB4015* NAD 83(1999)-  30 36 33.95545(N)    081 44 25.14117(W)     ADJUSTED  
 AB4015* NAVD 88     -         3.2    (meters)      10.     (feet)  GPS OBS   
 AB4015  ___________________________________________________________________
 AB4015  X           -     789,288.077 (meters)                     COMP
 AB4015  Y           -  -5,437,154.303 (meters)                     COMP
 AB4015  Z           -   3,228,689.011 (meters)                     COMP
 AB4015  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AB4015  ELLIP HEIGHT-         -25.13  (meters)          (06/19/01) GPS OBS
 AB4015  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AB4015
 AB4015  HORZ ORDER  -  FIRST
 AB4015  ELLP ORDER  -  FOURTH    CLASS I
 AB4015
 AB4015.The horizontal coordinates were established by GPS observations
 AB4015.and adjusted by the National Geodetic Survey in June 2001..
 AB4015
 AB4015.The orthometric height was determined by GPS observations and a
 AB4015.high-resolution geoid model.
 AB4015
 AB4015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4015
 AB4015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4015
 AB4015.The ellipsoidal height was determined by GPS observations
 AB4015.and is referenced to NAD 83.
 AB4015
 AB4015.The geoid height was determined by GEOID03.
 AB4015
 AB4015;                    North         East     Units Scale Factor Converg.
 AB4015;SPC FL E     -   695,657.323   129,013.269   MT  1.00000332   -0 22 37.1
 AB4015;SPC FL E     - 2,282,335.73    423,271.03   sFT  1.00000332   -0 22 37.1
 AB4015;UTM  17      - 3,386,551.949   429,037.489   MT  0.99966212   -0 22 37.1
 AB4015
 AB4015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4015!SPC FL E     -   1.00000395  x   1.00000332  =   1.00000727
 AB4015!UTM  17      -   1.00000395  x   0.99966212  =   0.99966607
 AB4015
 AB4015:                Primary Azimuth Mark                     Grid Az
 AB4015:SPC FL E     -  74 94 GPS 9                              237 15 36.0
 AB4015:UTM  17      -  74 94 GPS 9                              237 15 36.0
 AB4015
 AB4015|---------------------------------------------------------------------|
 AB4015| PID    Reference Object                     Distance      Geod. Az  |
 AB4015|                                                           dddmmss.s |
 AB4015| AB4014 74 94 GPS 9                         APPROX. 1.1 KM 2365258.9 |
 AB4015|---------------------------------------------------------------------|
 AB4015
 AB4015                          SUPERSEDED SURVEY CONTROL
 AB4015
 AB4015  NAD 83(1990)-  30 36 33.95426(N)    081 44 25.14212(W) AD(       ) 1
 AB4015  ELLIP H (06/10/96)  -25.30   (m)                       GP(       ) 2 2
 AB4015
 AB4015.Superseded values are not recommended for survey control.
 AB4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4015.See file dsdata.txt to determine how the superseded data were derived.
 AB4015
 AB4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2903786552(NAD 83)
 AB4015_MARKER: DD = SURVEY DISK
 AB4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4015_STAMPING: 74 94 GPS 10
 AB4015_MARK LOGO: FLDT  
 AB4015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4015+STABILITY: SURFACE MOTION
 AB4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4015+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4015
 AB4015  HISTORY     - Date     Condition        Report By
 AB4015  HISTORY     - 1994     MONUMENTED       FLDT
 AB4015
 AB4015                          STATION DESCRIPTION
 AB4015
 AB4015'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4015'THE STATION IS ABOUT 5.5 MI (8.9 KM) NORTHEAST OF CALLAHAN IN SECTION
 AB4015'7, TOWNSHIP 2 NORTH, RANGE 26 EAST. TO REACH THE STATION FROM THE
 AB4015'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND U.S. HIGHWAY 1
 AB4015'AND U.S. HIGHWAY 23 (STATE ROAD 15) IN CALLAHAN, GO 6.4 MI (10.3 KM)
 AB4015'NORTHEAST ON STATE ROAD A1A TO STATION ON THE LEFT IN THE NORTHWEST
 AB4015'SHOULDER OF ROAD, IS 0.1 MI (0.2 KM) EAST OF THE EAST END OF BRIDGE
 AB4015'OVER BOGGY CREEK. LOCATED 40.8 FT (12.4 M) SOUTHEAST OF METAL WITNESS
 AB4015'POST, 21.8 FT (6.6 M) NORTHWEST OF CENTERLINE OF STATE ROAD A1A, 107.0
 AB4015'FT (32.6 M) EAST OF UTILITY POLE. STATION IS RECESSED 0.4 FT (12.2 CM)
 AB4015'. DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4016 ***********************************************************************
 AB4016  DESIGNATION -  74 94 GPS 11
 AB4016  PID         -  AB4016
 AB4016  STATE/COUNTY-  FL/NASSAU
 AB4016  USGS QUAD   -  ITALIA (1992)
 AB4016
 AB4016                         *CURRENT SURVEY CONTROL
 AB4016  ___________________________________________________________________
 AB4016* NAD 83(1999)-  30 37 10.62927(N)    081 39 00.07537(W)     ADJUSTED  
 AB4016* NAVD 88     -        13.0    (meters)      43.     (feet)  GPS OBS   
 AB4016  ___________________________________________________________________
 AB4016  X           -     797,773.543 (meters)                     COMP
 AB4016  Y           -  -5,435,342.899 (meters)                     COMP
 AB4016  Z           -   3,229,665.922 (meters)                     COMP
 AB4016  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AB4016  ELLIP HEIGHT-         -15.40  (meters)          (06/19/01) GPS OBS
 AB4016  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AB4016
 AB4016  HORZ ORDER  -  FIRST
 AB4016  ELLP ORDER  -  FOURTH    CLASS I
 AB4016
 AB4016.The horizontal coordinates were established by GPS observations
 AB4016.and adjusted by the National Geodetic Survey in June 2001..
 AB4016
 AB4016.The orthometric height was determined by GPS observations and a
 AB4016.high-resolution geoid model.
 AB4016
 AB4016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4016
 AB4016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4016
 AB4016.The ellipsoidal height was determined by GPS observations
 AB4016.and is referenced to NAD 83.
 AB4016
 AB4016.The geoid height was determined by GEOID03.
 AB4016
 AB4016;                    North         East     Units Scale Factor Converg.
 AB4016;SPC FL E     -   696,733.177   137,678.199   MT  0.99998907   -0 19 51.9
 AB4016;SPC FL E     - 2,285,865.43    451,699.22   sFT  0.99998907   -0 19 51.9
 AB4016;UTM  17      - 3,387,627.436   437,699.463   MT  0.99964788   -0 19 51.9
 AB4016
 AB4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4016!SPC FL E     -   1.00000242  x   0.99998907  =   0.99999149
 AB4016!UTM  17      -   1.00000242  x   0.99964788  =   0.99965030
 AB4016
 AB4016:                Primary Azimuth Mark                     Grid Az
 AB4016:SPC FL E     -  74 94 GPS 13                             163 31 15.4
 AB4016:UTM  17      -  74 94 GPS 13                             163 31 15.4
 AB4016
 AB4016|---------------------------------------------------------------------|
 AB4016| PID    Reference Object                     Distance      Geod. Az  |
 AB4016|                                                           dddmmss.s |
 AB4016| AB4001 74 94 GPS 13                        APPROX. 1.8 KM 1631123.5 |
 AB4016|---------------------------------------------------------------------|
 AB4016
 AB4016                          SUPERSEDED SURVEY CONTROL
 AB4016
 AB4016  NAD 83(1990)-  30 37 10.62825(N)    081 39 00.07609(W) AD(       ) 1
 AB4016  ELLIP H (06/10/96)  -15.59   (m)                       GP(       ) 2 2
 AB4016
 AB4016.Superseded values are not recommended for survey control.
 AB4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4016.See file dsdata.txt to determine how the superseded data were derived.
 AB4016
 AB4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3769987627(NAD 83)
 AB4016_MARKER: DD = SURVEY DISK
 AB4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4016_STAMPING: 74 94 GPS 11
 AB4016_MARK LOGO: FLDT  
 AB4016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4016+STABILITY: SURFACE MOTION
 AB4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4016+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4016
 AB4016  HISTORY     - Date     Condition        Report By
 AB4016  HISTORY     - 1994     MONUMENTED       FLDT
 AB4016
 AB4016                          STATION DESCRIPTION
 AB4016
 AB4016'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4016'THE STATION IS ABOUT 12.0 MI (19.3 KM) NORTHEAST OF CALLAHAN IN
 AB4016'SECTION 39, TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM
 AB4016'THE INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A
 AB4016'(STATE ROAD 200) IN YULEE, GO 3.1 MI (5.0 KM) WEST ON STATE ROAD A1A
 AB4016'TO INTERSTATE HIGHWAY 95 OVERPASS BRIDGE, IS IN GRASS MEDIAN AT THE
 AB4016'NORTH END OF INTERSTATE HIGHWAY 95 OVERPASS BRIDGE (N0.740034) AND
 AB4016'STATE ROAD A1A (STATE ROAD 200). LOCATED 8.0 FT (2.4 M) EAST OF METAL
 AB4016'WITNESS POST, 7.6 FT (2.3 M) NORTH OF METAL GUARDRAIL, 10.5 FT (3.2 M)
 AB4016'NORTHWEST OF NORTHWEST END OF CONCRETE BRIDGE PARAPET OF NORTHBOUND
 AB4016'LANE, 11.8 FT (3.6 M) NORTHEAST OF NORTHEAST END OF CONCRETE BRIDGE
 AB4016'PARAPET OF SOUTHBOUND LANE. STATION IS FLUSH WITH THE GROUND.
 AB4016'DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4017 ***********************************************************************
 AB4017  DESIGNATION -  74 94 GPS 12
 AB4017  PID         -  AB4017
 AB4017  STATE/COUNTY-  FL/NASSAU
 AB4017  USGS QUAD   -  HILLIARD NE (1990)
 AB4017
 AB4017                         *CURRENT SURVEY CONTROL
 AB4017  ___________________________________________________________________
 AB4017* NAD 83(1999)-  30 41 42.99952(N)    081 48 42.46673(W)     ADJUSTED  
 AB4017* NAVD 88     -         6.8    (meters)      22.     (feet)  GPS OBS   
 AB4017  ___________________________________________________________________
 AB4017  X           -     781,813.720 (meters)                     COMP
 AB4017  Y           -  -5,433,335.142 (meters)                     COMP
 AB4017  Z           -   3,236,878.159 (meters)                     COMP
 AB4017  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AB4017  ELLIP HEIGHT-         -21.59  (meters)          (06/19/01) GPS OBS
 AB4017  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AB4017
 AB4017  HORZ ORDER  -  FIRST
 AB4017  ELLP ORDER  -  FOURTH    CLASS I
 AB4017
 AB4017.The horizontal coordinates were established by GPS observations
 AB4017.and adjusted by the National Geodetic Survey in June 2001..
 AB4017
 AB4017.The orthometric height was determined by GPS observations and a
 AB4017.high-resolution geoid model.
 AB4017
 AB4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4017
 AB4017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4017
 AB4017.The ellipsoidal height was determined by GPS observations
 AB4017.and is referenced to NAD 83.
 AB4017
 AB4017.The geoid height was determined by GEOID03.
 AB4017
 AB4017;                    North         East     Units Scale Factor Converg.
 AB4017;SPC FL E     -   705,221.641   122,227.874   MT  1.00001576   -0 24 51.9
 AB4017;SPC FL E     - 2,313,714.67    401,009.28   sFT  1.00001576   -0 24 51.9
 AB4017;UTM  17      - 3,396,113.004   422,254.409   MT  0.99967456   -0 24 51.9
 AB4017
 AB4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4017!SPC FL E     -   1.00000339  x   1.00001576  =   1.00001915
 AB4017!UTM  17      -   1.00000339  x   0.99967456  =   0.99967795
 AB4017
 AB4017                          SUPERSEDED SURVEY CONTROL
 AB4017
 AB4017  NAD 83(1990)-  30 41 42.99822(N)    081 48 42.46785(W) AD(       ) 1
 AB4017  ELLIP H (06/10/96)  -21.75   (m)                       GP(       ) 2 2
 AB4017
 AB4017.Superseded values are not recommended for survey control.
 AB4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4017.See file dsdata.txt to determine how the superseded data were derived.
 AB4017
 AB4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2225496113(NAD 83)
 AB4017_MARKER: DD = SURVEY DISK
 AB4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4017_STAMPING: 74 94 GPS 12
 AB4017_MARK LOGO: FLDT  
 AB4017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4017+STABILITY: SURFACE MOTION
 AB4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4017+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4017
 AB4017  HISTORY     - Date     Condition        Report By
 AB4017  HISTORY     - 1994     MONUMENTED       FLDT
 AB4017
 AB4017                          STATION DESCRIPTION
 AB4017
 AB4017'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4017'THE STATION IS ABOUT 7.0 MI (11.3 KM) EAST OF HILLIARD IN SECTION 9,
 AB4017'TOWNSHIP 3 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM THE
 AB4017'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 15), U.S. HIGHWAY 1, U.S.
 AB4017'HIGHWAY 23 AND COUNTY ROAD 108 IN HILLIARD, GO 6.6 MI (10.6 KM) EAST
 AB4017'ON COUNTY ROAD 108 TO STATION ON THE LEFT, IS IN THE NORTH SHOULDER OF
 AB4017'ROAD, IS 0.35 MI (0.56 KM) WEST OF COUNTY ROAD 121A AND COUNTY ROAD
 AB4017'108. LOCATED 28.0 FT (8.5 M) SOUTH OF METAL WITNESS POST, 19.0 FT (5.8
 AB4017'M) NORTH OF CENTERLINE OF COUNTY ROAD 108, 113.0 FT (34.4 M) EAST OF
 AB4017'UTILITY POLE, 138.0 FT (42.1 M) EAST OF CENTERLINE OF DIRT ROAD WITH
 AB4017'CHAIN AND LOCK ON GATE. STATION IS RECESSED 0.3 FT (9.1 CM) .
 AB4017'DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4001 ***********************************************************************
 AB4001  DESIGNATION -  74 94 GPS 13
 AB4001  PID         -  AB4001
 AB4001  STATE/COUNTY-  FL/NASSAU
 AB4001  USGS QUAD   -  ITALIA (1992)
 AB4001
 AB4001                         *CURRENT SURVEY CONTROL
 AB4001  ___________________________________________________________________
 AB4001* NAD 83(1999)-  30 36 14.80209(N)    081 38 40.57728(W)     ADJUSTED  
 AB4001* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 AB4001  ___________________________________________________________________
 AB4001  X           -     798,413.516 (meters)                     COMP
 AB4001  Y           -  -5,436,126.555 (meters)                     COMP
 AB4001  Z           -   3,228,182.084 (meters)                     COMP
 AB4001  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AB4001  ELLIP HEIGHT-         -23.70  (meters)          (06/19/01) GPS OBS
 AB4001  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AB4001
 AB4001  HORZ ORDER  -  FIRST
 AB4001  ELLP ORDER  -  FOURTH    CLASS I
 AB4001
 AB4001.The horizontal coordinates were established by GPS observations
 AB4001.and adjusted by the National Geodetic Survey in June 2001..
 AB4001
 AB4001.The orthometric height was determined by GPS observations and a
 AB4001.high-resolution geoid model.
 AB4001
 AB4001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4001
 AB4001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4001
 AB4001.The ellipsoidal height was determined by GPS observations
 AB4001.and is referenced to NAD 83.
 AB4001
 AB4001.The geoid height was determined by GEOID03.
 AB4001
 AB4001;                    North         East     Units Scale Factor Converg.
 AB4001;SPC FL E     -   695,011.027   138,187.641   MT  0.99998829   -0 19 41.5
 AB4001;SPC FL E     - 2,280,215.34    453,370.62   sFT  0.99998829   -0 19 41.5
 AB4001;UTM  17      - 3,385,905.873   438,208.731   MT  0.99964710   -0 19 41.5
 AB4001
 AB4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4001!SPC FL E     -   1.00000372  x   0.99998829  =   0.99999201
 AB4001!UTM  17      -   1.00000372  x   0.99964710  =   0.99965082
 AB4001
 AB4001:                Primary Azimuth Mark                     Grid Az
 AB4001:SPC FL E     -  74 94 GPS 11                             343 31 14.9
 AB4001:UTM  17      -  74 94 GPS 11                             343 31 14.9
 AB4001
 AB4001|---------------------------------------------------------------------|
 AB4001| PID    Reference Object                     Distance      Geod. Az  |
 AB4001|                                                           dddmmss.s |
 AB4001| AB4016 74 94 GPS 11                        APPROX. 1.8 KM 3431133.4 |
 AB4001|---------------------------------------------------------------------|
 AB4001
 AB4001                          SUPERSEDED SURVEY CONTROL
 AB4001
 AB4001  NAD 83(1990)-  30 36 14.80107(N)    081 38 40.57800(W) AD(       ) 1
 AB4001  ELLIP H (06/10/96)  -23.88   (m)                       GP(       ) 2 2
 AB4001
 AB4001.Superseded values are not recommended for survey control.
 AB4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4001.See file dsdata.txt to determine how the superseded data were derived.
 AB4001
 AB4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3820985906(NAD 83)
 AB4001_MARKER: DD = SURVEY DISK
 AB4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4001_STAMPING: 74 94 GPS 13
 AB4001_MARK LOGO: FLDT  
 AB4001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4001+STABILITY: SURFACE MOTION
 AB4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4001+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4001
 AB4001  HISTORY     - Date     Condition        Report By
 AB4001  HISTORY     - 1994     MONUMENTED       FLDT
 AB4001
 AB4001                          STATION DESCRIPTION
 AB4001
 AB4001'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4001'THE STATION IS ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF YULEE IN SECTION 7,
 AB4001'TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM
 AB4001'INTERSECTION OF INTERSTATE HIGHWAY 95 AND STATE ROAD A1A, PROCEED 1.1
 AB4001'MI (1.8 KM) SOUTH ALONG INTERSTATE 95 TO STATION ON THE EAST SHOULDER
 AB4001'OF INTERSTATE 95, NORTHBOUND LANE. LOCATED 75.0 FT (22.9 M) WEST OF
 AB4001'METAL WITNESS POST, 8.0 FT (2.4 M) EAST OF EAST EDGE OF NORTHBOUND
 AB4001'EMERGENCY LANE, 75.0 FT (22.9 M) WEST OF INTERSTATE 95 RIGHT OF WAY
 AB4001'FENCE, 191.0 FT (58.2 M) NORTH OF THE CENTER OF THE NORTH END OF
 AB4001'CONCRETE CROSSDRAIN HEADWALL. STATION IS RECESSED 0.2 FT (6.1 CM) .
 AB4001'DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4023 ***********************************************************************
 AB4023  DESIGNATION -  74 94 GPS 14
 AB4023  PID         -  AB4023
 AB4023  STATE/COUNTY-  FL/NASSAU
 AB4023  USGS QUAD   -  HEDGES (1992)
 AB4023
 AB4023                         *CURRENT SURVEY CONTROL
 AB4023  ___________________________________________________________________
 AB4023* NAD 83(1999)-  30 36 13.37897(N)    081 35 53.28254(W)     ADJUSTED  
 AB4023* NAVD 88     -        10.2    (meters)      33.     (feet)  GPS OBS   
 AB4023  ___________________________________________________________________
 AB4023  X           -     802,826.278 (meters)                     COMP
 AB4023  Y           -  -5,435,503.997 (meters)                     COMP
 AB4023  Z           -   3,228,147.189 (meters)                     COMP
 AB4023  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AB4023  ELLIP HEIGHT-         -18.15  (meters)          (06/19/01) GPS OBS
 AB4023  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AB4023
 AB4023  HORZ ORDER  -  FIRST
 AB4023  ELLP ORDER  -  FOURTH    CLASS I
 AB4023
 AB4023.The horizontal coordinates were established by GPS observations
 AB4023.and adjusted by the National Geodetic Survey in June 2001..
 AB4023
 AB4023.The orthometric height was determined by GPS observations and a
 AB4023.high-resolution geoid model.
 AB4023
 AB4023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4023
 AB4023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4023
 AB4023.The ellipsoidal height was determined by GPS observations
 AB4023.and is referenced to NAD 83.
 AB4023
 AB4023.The geoid height was determined by GEOID03.
 AB4023
 AB4023;                    North         East     Units Scale Factor Converg.
 AB4023;SPC FL E     -   694,942.598   142,643.658   MT  0.99998174   -0 18 16.3
 AB4023;SPC FL E     - 2,279,990.84    467,990.07   sFT  0.99998174   -0 18 16.3
 AB4023;UTM  17      - 3,385,837.468   442,663.228   MT  0.99964055   -0 18 16.3
 AB4023
 AB4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4023!SPC FL E     -   1.00000285  x   0.99998174  =   0.99998459
 AB4023!UTM  17      -   1.00000285  x   0.99964055  =   0.99964340
 AB4023
 AB4023                          SUPERSEDED SURVEY CONTROL
 AB4023
 AB4023  NAD 83(1990)-  30 36 13.37800(N)    081 35 53.28309(W) AD(       ) 1
 AB4023  ELLIP H (06/10/96)  -18.34   (m)                       GP(       ) 2 2
 AB4023
 AB4023.Superseded values are not recommended for survey control.
 AB4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4023.See file dsdata.txt to determine how the superseded data were derived.
 AB4023
 AB4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4266385837(NAD 83)
 AB4023_MARKER: DD = SURVEY DISK
 AB4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4023_STAMPING: 74 94 GPS 14
 AB4023_MARK LOGO: FLDT  
 AB4023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4023+STABILITY: SURFACE MOTION
 AB4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4023+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4023
 AB4023  HISTORY     - Date     Condition        Report By
 AB4023  HISTORY     - 1994     MONUMENTED       FLDT
 AB4023
 AB4023                          STATION DESCRIPTION
 AB4023
 AB4023'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4023'THE STATION IS ABOUT 2.0 MI (3.2 KM) SOUTH OF YULEE IN SECTION 10,
 AB4023'TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM THE
 AB4023'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A AT
 AB4023'YULEE, GO 2.0 MI (3.2 KM) SOUTH ON U.S. HIGHWAY 17 (STATE ROAD 5) TO
 AB4023'STATION ON THE LEFT. STATION IS WEST OF MINI WAREHOUSES, IS IN THE
 AB4023'EAST SHOULDER OF U.S. HIGHWAY 17. LOCATED 3.0 FT (0.9 M) WEST OF METAL
 AB4023'WITNESS POST, 26.0 FT (7.9 M) EAST OF CENTERLINE OF U.S. HIGHWAY 17,
 AB4023'65.0 FT (19.8 M) SOUTH OF UTILITY POLE, 70.5 FT (21.5 M) NORTH OF
 AB4023'UTILITY POLE, 117.5 FT (35.8 M) SOUTH OF CENTERLINE OF RADIO ROAD
 AB4023'(PAVED). STATION IS RECESSED 0.2 FT (6.1 CM) . DESCRIBED BY RLB
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4019 ***********************************************************************
 AB4019  DESIGNATION -  74 94 GPS 15
 AB4019  PID         -  AB4019
 AB4019  STATE/COUNTY-  FL/NASSAU
 AB4019  USGS QUAD   -  GROSS (1993)
 AB4019
 AB4019                         *CURRENT SURVEY CONTROL
 AB4019  ___________________________________________________________________
 AB4019* NAD 83(1999)-  30 40 48.99654(N)    081 38 55.07802(W)     ADJUSTED  
 AB4019* NAVD 88     -         6.5    (meters)      21.     (feet)  GPS OBS   
 AB4019  ___________________________________________________________________
 AB4019  X           -     797,406.492 (meters)                     COMP
 AB4019  Y           -  -5,431,926.174 (meters)                     COMP
 AB4019  Z           -   3,235,447.829 (meters)                     COMP
 AB4019  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AB4019  ELLIP HEIGHT-         -21.93  (meters)          (06/19/01) GPS OBS
 AB4019  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AB4019
 AB4019  HORZ ORDER  -  FIRST
 AB4019  ELLP ORDER  -  FOURTH    CLASS I
 AB4019
 AB4019.The horizontal coordinates were established by GPS observations
 AB4019.and adjusted by the National Geodetic Survey in June 2001..
 AB4019
 AB4019.The orthometric height was determined by GPS observations and a
 AB4019.high-resolution geoid model.
 AB4019
 AB4019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4019
 AB4019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4019
 AB4019.The ellipsoidal height was determined by GPS observations
 AB4019.and is referenced to NAD 83.
 AB4019
 AB4019.The geoid height was determined by GEOID03.
 AB4019
 AB4019;                    North         East     Units Scale Factor Converg.
 AB4019;SPC FL E     -   703,456.931   137,850.104   MT  0.99998881   -0 19 51.5
 AB4019;SPC FL E     - 2,307,924.95    452,263.22   sFT  0.99998881   -0 19 51.5
 AB4019;UTM  17      - 3,394,348.896   437,871.309   MT  0.99964762   -0 19 51.5
 AB4019
 AB4019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4019!SPC FL E     -   1.00000344  x   0.99998881  =   0.99999225
 AB4019!UTM  17      -   1.00000344  x   0.99964762  =   0.99965106
 AB4019
 AB4019:                Primary Azimuth Mark                     Grid Az
 AB4019:SPC FL E     -  G 143                                    328 48 24.5
 AB4019:UTM  17      -  G 143                                    328 48 24.5
 AB4019
 AB4019|---------------------------------------------------------------------|
 AB4019| PID    Reference Object                     Distance      Geod. Az  |
 AB4019|                                                           dddmmss.s |
 AB4019| BC0035 G 143                               APPROX. 0.5 KM 3282833.0 |
 AB4019|---------------------------------------------------------------------|
 AB4019
 AB4019                          SUPERSEDED SURVEY CONTROL
 AB4019
 AB4019  NAD 83(1990)-  30 40 48.99554(N)    081 38 55.07868(W) AD(       ) 1
 AB4019  ELLIP H (06/10/96)  -22.12   (m)                       GP(       ) 2 2
 AB4019
 AB4019.Superseded values are not recommended for survey control.
 AB4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4019.See file dsdata.txt to determine how the superseded data were derived.
 AB4019
 AB4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3787194349(NAD 83)
 AB4019_MARKER: DD = SURVEY DISK
 AB4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4019_STAMPING: 74 94 GPS 15
 AB4019_MARK LOGO: FLDT  
 AB4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4019+STABILITY: SURFACE MOTION
 AB4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4019+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4019
 AB4019  HISTORY     - Date     Condition        Report By
 AB4019  HISTORY     - 1994     MONUMENTED       FLDT
 AB4019
 AB4019                          STATION DESCRIPTION
 AB4019
 AB4019'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4019'THE STATION IS ABOUT 4.4 MI (7.1 KM) NORTHWEST OF YULEE IN SECTION 18,
 AB4019'TOWNSHIP 3 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM THE
 AB4019'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A IN
 AB4019'YULEE, GO 4.8 MI (7.7 KM) NORTHWEST ON U.S. HIGHWAY 17 TO
 AB4019'T-INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY ROAD 108 (WEST), GO 0.05
 AB4019'MI (0.08 KM) WEST ON COUNTY ROAD 108 TO RAILROAD CROSSING, TURN LEFT
 AB4019'(SOUTHEAST) AND DRIVE ALONG THE NORTHEAST SIDE OF RAILROAD TRACK FOR
 AB4019'0.3 MI (0.5 KM) TO STATION ON THE WEST SIDE OF RAILROAD TRACK. STATION
 AB4019'IS ABOUT 150.0 FEET (45.7 M) SOUTHWEST OF U.S. HIGHWAY 17. LOCATED 2.0
 AB4019'FT (0.6 M) NORTHEAST OF METAL WITNESS POST, 9.0 FT (2.7 M) SOUTHWEST
 AB4019'OF SOUTHWEST RAILROAD RAIL, 221.5 FT (67.5 M) SOUTH OF WOOD POST
 AB4019'(RAILROAD WHISTLE SIGN) WITH W. STATION IS RECESSED 0.3 FT (9.1 CM) .
 AB4019'DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4025 ***********************************************************************
 AB4025  DESIGNATION -  74 94 GPS 16
 AB4025  PID         -  AB4025
 AB4025  STATE/COUNTY-  FL/NASSAU
 AB4025  USGS QUAD   -  ST MARYS (1993)
 AB4025
 AB4025                         *CURRENT SURVEY CONTROL
 AB4025  ___________________________________________________________________
 AB4025* NAD 83(1999)-  30 39 58.50191(N)    081 32 27.40807(W)     ADJUSTED  
 AB4025* NAVD 88     -         7.8    (meters)      26.     (feet)  GPS OBS   
 AB4025  ___________________________________________________________________
 AB4025  X           -     807,731.116 (meters)                     COMP
 AB4025  Y           -  -5,431,203.630 (meters)                     COMP
 AB4025  Z           -   3,234,111.054 (meters)                     COMP
 AB4025  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AB4025  ELLIP HEIGHT-         -20.62  (meters)          (06/19/01) GPS OBS
 AB4025  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AB4025
 AB4025  HORZ ORDER  -  FIRST
 AB4025  ELLP ORDER  -  FOURTH    CLASS I
 AB4025
 AB4025.The horizontal coordinates were established by GPS observations
 AB4025.and adjusted by the National Geodetic Survey in June 2001..
 AB4025
 AB4025.The orthometric height was determined by GPS observations and a
 AB4025.high-resolution geoid model.
 AB4025
 AB4025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4025
 AB4025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4025
 AB4025.The ellipsoidal height was determined by GPS observations
 AB4025.and is referenced to NAD 83.
 AB4025
 AB4025.The geoid height was determined by GEOID03.
 AB4025
 AB4025;                    North         East     Units Scale Factor Converg.
 AB4025;SPC FL E     -   701,847.324   148,160.911   MT  0.99997431   -0 16 33.3
 AB4025;SPC FL E     - 2,302,644.10    486,091.26   sFT  0.99997431   -0 16 33.3
 AB4025;UTM  17      - 3,392,739.838   448,178.598   MT  0.99963313   -0 16 33.3
 AB4025
 AB4025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4025!SPC FL E     -   1.00000324  x   0.99997431  =   0.99997755
 AB4025!UTM  17      -   1.00000324  x   0.99963313  =   0.99963637
 AB4025
 AB4025                          SUPERSEDED SURVEY CONTROL
 AB4025
 AB4025  NAD 83(1990)-  30 39 58.50102(N)    081 32 27.40857(W) AD(       ) 1
 AB4025  ELLIP H (06/10/96)  -20.84   (m)                       GP(       ) 2 2
 AB4025
 AB4025.Superseded values are not recommended for survey control.
 AB4025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4025.See file dsdata.txt to determine how the superseded data were derived.
 AB4025
 AB4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4817992740(NAD 83)
 AB4025_MARKER: DD = SURVEY DISK
 AB4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4025_STAMPING: 74 94 GPS 16
 AB4025_MARK LOGO: FLDT  
 AB4025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4025+STABILITY: SURFACE MOTION
 AB4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4025+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4025
 AB4025  HISTORY     - Date     Condition        Report By
 AB4025  HISTORY     - 1994     MONUMENTED       FLDT
 AB4025
 AB4025                          STATION DESCRIPTION
 AB4025
 AB4025'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4025'THE STATION IS ABOUT 4.0 MI (6.4 KM) NORTHEAST OF YULEE IN SECTION 49,
 AB4025'TOWNSHIP 3 NORTH, RANGE 28 EAST. TO REACH THE STATION FROM THE
 AB4025'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A IN
 AB4025'YULEE, GO 3.2 MI (5.1 KM) EAST ON STATE ROAD A1A TO INTERSECTION OF
 AB4025'STATE ROAD A1A AND CHESTER ROAD, GO 2.8 MI (4.5 KM) NORTH ON CHESTER
 AB4025'ROAD TO T-INTERSECTION OF CHESTER ROAD AND AMY DRIVE EAST (PAVED).
 AB4025'STATION IS ON THE NORTH SIDE OF AMY DRIVE. LOCATED 3.7 FT (1.1 M)
 AB4025'SOUTH OF METAL WITNESS POST, 3.8 FT (1.2 M) SOUTH OF FENCELINE, 26.7
 AB4025'FT (8.1 M) NORTH OF CENTERLINE OF AMY DRIVE, 75.5 FT (23.0 M) EAST OF
 AB4025'CENTERLINE OF CHESTER ROAD. STATION IS FLUSH. DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4007 ***********************************************************************
 AB4007  DESIGNATION -  74 94 GPS 2
 AB4007  PID         -  AB4007
 AB4007  STATE/COUNTY-  FL/NASSAU
 AB4007  USGS QUAD   -  BRYCEVILLE (1992)
 AB4007
 AB4007                         *CURRENT SURVEY CONTROL
 AB4007  ___________________________________________________________________
 AB4007* NAD 83(1999)-  30 23 02.29128(N)    081 56 20.83957(W)     ADJUSTED  
 AB4007* NAVD 88     -        20.6    (meters)      68.     (feet)  GPS OBS   
 AB4007  ___________________________________________________________________
 AB4007  X           -     772,198.326 (meters)                     COMP
 AB4007  Y           -  -5,452,434.488 (meters)                     COMP
 AB4007  Z           -   3,207,160.882 (meters)                     COMP
 AB4007  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AB4007  ELLIP HEIGHT-          -7.59  (meters)          (06/19/01) GPS OBS
 AB4007  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AB4007
 AB4007  HORZ ORDER  -  FIRST
 AB4007  ELLP ORDER  -  FOURTH    CLASS I
 AB4007
 AB4007.The horizontal coordinates were established by GPS observations
 AB4007.and adjusted by the National Geodetic Survey in June 2001..
 AB4007
 AB4007.The orthometric height was determined by GPS observations and a
 AB4007.high-resolution geoid model.
 AB4007
 AB4007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4007
 AB4007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4007
 AB4007.The ellipsoidal height was determined by GPS observations
 AB4007.and is referenced to NAD 83.
 AB4007
 AB4007.The geoid height was determined by GEOID03.
 AB4007
 AB4007;                    North         East     Units Scale Factor Converg.
 AB4007;SPC FL E     -   670,804.485   109,741.783   MT  1.00004164   -0 28 30.1
 AB4007;SPC FL E     - 2,200,797.71    360,044.50   sFT  1.00004164   -0 28 30.1
 AB4007;UTM  17      - 3,361,707.591   409,772.579   MT  0.99970043   -0 28 30.1
 AB4007
 AB4007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4007!SPC FL E     -   1.00000119  x   1.00004164  =   1.00004283
 AB4007!UTM  17      -   1.00000119  x   0.99970043  =   0.99970162
 AB4007
 AB4007                          SUPERSEDED SURVEY CONTROL
 AB4007
 AB4007  NAD 83(1990)-  30 23 02.29048(N)    081 56 20.83997(W) AD(       ) 1
 AB4007  ELLIP H (06/10/96)   -7.72   (m)                       GP(       ) 2 2
 AB4007
 AB4007.Superseded values are not recommended for survey control.
 AB4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4007.See file dsdata.txt to determine how the superseded data were derived.
 AB4007
 AB4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0977361708(NAD 83)
 AB4007_MARKER: DD = SURVEY DISK
 AB4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4007_STAMPING: 74 94 GPS 2
 AB4007_MARK LOGO: FLDT  
 AB4007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4007+STABILITY: SURFACE MOTION
 AB4007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4007+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4007
 AB4007  HISTORY     - Date     Condition        Report By
 AB4007  HISTORY     - 1994     MONUMENTED       FLDT
 AB4007
 AB4007                          STATION DESCRIPTION
 AB4007
 AB4007'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4007'THE STATION IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF CALLAHAN IN
 AB4007'SECTION 30, TOWNSHIP 1 SOUTH, RANGE 24 EAST. TO REACH THE STATION FROM
 AB4007'THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD
 AB4007'A1A IN CALLAHAN, GO 14.25 MI (22.93 KM) SOUTHWEST ON U.S. HIGHWAY 301
 AB4007'TO BRYCEVILLE POST OFFICE ON THE RIGHT AND STATION, IS IN GRAVEL
 AB4007'DRIVEWAY ON THE NORTHWEST SIDE OF U.S HIGHWAY 301, IS EAST OF
 AB4007'BRYCEVILLE POST OFFICE. LOCATED 36.2 FT (11.0 M) EAST OF METAL WITNESS
 AB4007'POST, 24.5 FT (7.5 M) NORTHWEST OF CENTERLINE OF U.S. HIGHWAY 301,
 AB4007'57.0 FT (17.4 M) EAST OF LARGE METAL SIGN POST, 101.3 FT (30.9 M) EAST
 AB4007'OF SOUTHEAST CORNER OF POST OFFICE. STATION IS FLUSH WITH THE GROUND.
 AB4007'DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4009 ***********************************************************************
 AB4009  DESIGNATION -  74 94 GPS 4
 AB4009  PID         -  AB4009
 AB4009  STATE/COUNTY-  FL/NASSAU
 AB4009  USGS QUAD   -  BRYCEVILLE (1992)
 AB4009
 AB4009                         *CURRENT SURVEY CONTROL
 AB4009  ___________________________________________________________________
 AB4009* NAD 83(1999)-  30 26 49.86861(N)    081 55 02.41257(W)     ADJUSTED  
 AB4009* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 AB4009  ___________________________________________________________________
 AB4009  X           -     773,772.815 (meters)                     COMP
 AB4009  Y           -  -5,448,629.479 (meters)                     COMP
 AB4009  Z           -   3,213,205.497 (meters)                     COMP
 AB4009  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AB4009  ELLIP HEIGHT-          -5.58  (meters)          (06/19/01) GPS OBS
 AB4009  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AB4009
 AB4009  HORZ ORDER  -  FIRST
 AB4009  ELLP ORDER  -  FOURTH    CLASS I
 AB4009
 AB4009.The horizontal coordinates were established by GPS observations
 AB4009.and adjusted by the National Geodetic Survey in June 2001..
 AB4009
 AB4009.The orthometric height was determined by GPS observations and a
 AB4009.high-resolution geoid model.
 AB4009
 AB4009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4009
 AB4009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4009
 AB4009.The ellipsoidal height was determined by GPS observations
 AB4009.and is referenced to NAD 83.
 AB4009
 AB4009.The geoid height was determined by GEOID03.
 AB4009
 AB4009;                    North         East     Units Scale Factor Converg.
 AB4009;SPC FL E     -   677,795.439   111,892.446   MT  1.00003691   -0 27 53.6
 AB4009;SPC FL E     - 2,223,733.87    367,100.47   sFT  1.00003691   -0 27 53.6
 AB4009;UTM  17      - 3,368,696.160   411,922.508   MT  0.99969570   -0 27 53.6
 AB4009
 AB4009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4009!SPC FL E     -   1.00000088  x   1.00003691  =   1.00003779
 AB4009!UTM  17      -   1.00000088  x   0.99969570  =   0.99969658
 AB4009
 AB4009                          SUPERSEDED SURVEY CONTROL
 AB4009
 AB4009  NAD 83(1990)-  30 26 49.86773(N)    081 55 02.41304(W) AD(       ) 1
 AB4009  ELLIP H (06/10/96)   -5.71   (m)                       GP(       ) 2 2
 AB4009
 AB4009.Superseded values are not recommended for survey control.
 AB4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4009.See file dsdata.txt to determine how the superseded data were derived.
 AB4009
 AB4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP1192368696(NAD 83)
 AB4009_MARKER: DD = SURVEY DISK
 AB4009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4009_STAMPING: 74 94 GPS 4
 AB4009_MARK LOGO: FLDT  
 AB4009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4009+STABILITY: SURFACE MOTION
 AB4009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4009+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4009
 AB4009  HISTORY     - Date     Condition        Report By
 AB4009  HISTORY     - 1994     MONUMENTED       FLDT
 AB4009
 AB4009                          STATION DESCRIPTION
 AB4009
 AB4009'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4009'THE STATION IS ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF CALLAHAN IN
 AB4009'SECTION 33, TOWNSHIP 1 NORTH, RANGE 24 EAST. TO REACH THE STATION FROM
 AB4009'THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD
 AB4009'A1A IN CALLAHAN, GO 9.7 MI (15.6 KM) SOUTHWEST ON U.S. HIGHWAY 301 TO
 AB4009'STATION ON THE RIGHT, IS IN THE CENTER OF A DIRT DRIVE LEADING TO A
 AB4009'PASTURE WITH A METAL GATE. LOCATED 22.7 FT (6.9 M) SOUTHEAST OF
 AB4009'NORTHEAST GATE POST, 24.0 FT (7.3 M) EAST OF SOUTHWEST GATE POST, 75.0
 AB4009'FT (22.9 M) NORTHWEST OF CENTERLINE OF U.S. HIGHWAY 301, 82.5 FT (25.1
 AB4009'M) NORTHEAST OF UTILITY POLE 5168. STATION IS RECESSED 0.1 FT (3.0 CM)
 AB4009'. DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4011 ***********************************************************************
 AB4011  DESIGNATION -  74 94 GPS 6
 AB4011  PID         -  AB4011
 AB4011  STATE/COUNTY-  FL/NASSAU
 AB4011  USGS QUAD   -  HILLIARD SW (1992)
 AB4011
 AB4011                         *CURRENT SURVEY CONTROL
 AB4011  ___________________________________________________________________
 AB4011* NAD 83(1999)-  30 30 50.32733(N)    081 52 30.77696(W)     ADJUSTED  
 AB4011* NAVD 88     -        23.4    (meters)      77.     (feet)  GPS OBS   
 AB4011  ___________________________________________________________________
 AB4011  X           -     777,247.407 (meters)                     COMP
 AB4011  Y           -  -5,444,341.387 (meters)                     COMP
 AB4011  Z           -   3,219,587.334 (meters)                     COMP
 AB4011  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AB4011  ELLIP HEIGHT-          -4.89  (meters)          (06/19/01) GPS OBS
 AB4011  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AB4011
 AB4011  HORZ ORDER  -  FIRST
 AB4011  ELLP ORDER  -  FOURTH    CLASS I
 AB4011
 AB4011.The horizontal coordinates were established by GPS observations
 AB4011.and adjusted by the National Geodetic Survey in June 2001..
 AB4011
 AB4011.The orthometric height was determined by GPS observations and a
 AB4011.high-resolution geoid model.
 AB4011
 AB4011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4011
 AB4011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4011
 AB4011.The ellipsoidal height was determined by GPS observations
 AB4011.and is referenced to NAD 83.
 AB4011
 AB4011.The geoid height was determined by GEOID03.
 AB4011
 AB4011;                    North         East     Units Scale Factor Converg.
 AB4011;SPC FL E     -   685,168.185   115,995.585   MT  1.00002820   -0 26 39.9
 AB4011;SPC FL E     - 2,247,922.62    380,562.18   sFT  1.00002820   -0 26 39.9
 AB4011;UTM  17      - 3,376,066.389   416,024.247   MT  0.99968699   -0 26 39.9
 AB4011
 AB4011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4011!SPC FL E     -   1.00000077  x   1.00002820  =   1.00002897
 AB4011!UTM  17      -   1.00000077  x   0.99968699  =   0.99968776
 AB4011
 AB4011                          SUPERSEDED SURVEY CONTROL
 AB4011
 AB4011  NAD 83(1990)-  30 30 50.32636(N)    081 52 30.77761(W) AD(       ) 1
 AB4011  ELLIP H (06/10/96)   -5.03   (m)                       GP(       ) 2 2
 AB4011
 AB4011.Superseded values are not recommended for survey control.
 AB4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4011.See file dsdata.txt to determine how the superseded data were derived.
 AB4011
 AB4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP1602476066(NAD 83)
 AB4011_MARKER: DD = SURVEY DISK
 AB4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4011_STAMPING: 74 94 GPS 6
 AB4011_MARK LOGO: FLDT  
 AB4011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4011+STABILITY: SURFACE MOTION
 AB4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4011+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4011
 AB4011  HISTORY     - Date     Condition        Report By
 AB4011  HISTORY     - 1994     MONUMENTED       FLDT
 AB4011
 AB4011                          STATION DESCRIPTION
 AB4011
 AB4011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4011'THE STATION IS ABOUT 4.4 MI (7.1 KM) SOUTHWEST OF CALLAHAN IN SECTION
 AB4011'11, TOWNSHIP 1 NORTH, RANGE 24 EAST. TO REACH THE STATION FROM THE
 AB4011'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD A1A
 AB4011'IN CALLAHAN, GO 4.4 MI (7.1 KM) SOUTHWEST ON U.S. HIGHWAY 301 TO
 AB4011'T-INTERSECTION OF U.S. HIGHWAY 301 AND CRAWFORD ROAD (WEST), GO 0.1 MI
 AB4011'(0.2 KM) WEST ON CRAWFORD ROAD TO RAILROAD CROSSING AND STATION IN THE
 AB4011'NORTHWEST QUADRANT OF THE INTERSECTION OF CRAWFORD ROAD AND RAILROAD
 AB4011'CROSSING. LOCATED 7.2 FT (2.2 M) SOUTHEAST OF METAL WITNESS POST, 16.5
 AB4011'FT (5.0 M) NORTHWEST OF NORTHWEST RAILROAD RAIL, 66.7 FT (20.3 M)
 AB4011'NORTHEAST OF CENTERLINE OF CRAWFORD ROAD, 103.5 FT (31.5 M) SOUTHWEST
 AB4011'OF RAILROAD MILEPOST 16. STATION IS RECESSED 0.1 FT (3.0 CM) .
 AB4011'DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4012 ***********************************************************************
 AB4012  DESIGNATION -  74 94 GPS 7
 AB4012  PID         -  AB4012
 AB4012  STATE/COUNTY-  FL/NASSAU
 AB4012  USGS QUAD   -  CALLAHAN (1992)
 AB4012
 AB4012                         *CURRENT SURVEY CONTROL
 AB4012  ___________________________________________________________________
 AB4012* NAD 83(1999)-  30 33 37.32899(N)    081 49 31.38413(W)     ADJUSTED  
 AB4012* NAVD 88     -         5.619  (meters)      18.43   (feet)  ADJUSTED  
 AB4012  ___________________________________________________________________
 AB4012  X           -     781,608.438 (meters)                     COMP
 AB4012  Y           -  -5,441,061.654 (meters)                     COMP
 AB4012  Z           -   3,224,007.752 (meters)                     COMP
 AB4012  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AB4012  ELLIP HEIGHT-         -22.72  (meters)          (06/19/01) GPS OBS
 AB4012  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AB4012  DYNAMIC HT  -           5.611 (meters)      18.41  (feet)  COMP
 AB4012  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 AB4012
 AB4012  HORZ ORDER  -  FIRST
 AB4012  VERT ORDER  -  SECOND    CLASS I
 AB4012  ELLP ORDER  -  FOURTH    CLASS I
 AB4012
 AB4012.The horizontal coordinates were established by GPS observations
 AB4012.and adjusted by the National Geodetic Survey in June 2001..
 AB4012
 AB4012.The orthometric height was determined by differential leveling
 AB4012.and adjusted by the National Geodetic Survey in January 2006..
 AB4012.No vertical observational check was made to the station.
 AB4012
 AB4012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4012
 AB4012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4012
 AB4012.The ellipsoidal height was determined by GPS observations
 AB4012.and is referenced to NAD 83.
 AB4012
 AB4012.The geoid height was determined by GEOID03.
 AB4012
 AB4012.The dynamic height is computed by dividing the NAVD 88
 AB4012.geopotential number by the normal gravity value computed on the
 AB4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4012.degrees latitude (g = 980.6199 gals.).
 AB4012
 AB4012.The modeled gravity was interpolated from observed gravity values.
 AB4012
 AB4012;                    North         East     Units Scale Factor Converg.
 AB4012;SPC FL E     -   690,274.893   120,816.277   MT  1.00001850   -0 25 10.9
 AB4012;SPC FL E     - 2,264,676.88    396,378.07   sFT  1.00001850   -0 25 10.9
 AB4012;UTM  17      - 3,381,171.355   420,843.294   MT  0.99967729   -0 25 10.9
 AB4012
 AB4012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4012!SPC FL E     -   1.00000357  x   1.00001850  =   1.00002207
 AB4012!UTM  17      -   1.00000357  x   0.99967729  =   0.99968086
 AB4012
 AB4012:                Primary Azimuth Mark                     Grid Az
 AB4012:SPC FL E     -  74 94 GPS 8                              164 11 00.0
 AB4012:UTM  17      -  74 94 GPS 8                              164 11 00.0
 AB4012
 AB4012|---------------------------------------------------------------------|
 AB4012| PID    Reference Object                     Distance      Geod. Az  |
 AB4012|                                                           dddmmss.s |
 AB4012| AB4013 74 94 GPS 8                         APPROX. 0.5 KM 1634549.1 |
 AB4012|---------------------------------------------------------------------|
 AB4012
 AB4012                          SUPERSEDED SURVEY CONTROL
 AB4012
 AB4012  NAD 83(1990)-  30 33 37.32787(N)    081 49 31.38494(W) AD(       ) 1
 AB4012  ELLIP H (06/10/96)  -22.87   (m)                       GP(       ) 2 2
 AB4012  NAVD 88 (05/18/04)    5.617  (m)           18.43   (f) UNKNOWN     2 1
 AB4012
 AB4012.Superseded values are not recommended for survey control.
 AB4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4012.See file dsdata.txt to determine how the superseded data were derived.
 AB4012
 AB4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2084381171(NAD 83)
 AB4012_MARKER: DD = SURVEY DISK
 AB4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4012_STAMPING: 74 94 GPS 7
 AB4012_MARK LOGO: FLDT  
 AB4012_PROJECTION: RECESSED 8 CENTIMETERS
 AB4012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4012+STABILITY: SURFACE MOTION
 AB4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4012+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AB4012
 AB4012  HISTORY     - Date     Condition        Report By
 AB4012  HISTORY     - 1994     MONUMENTED       FLDT
 AB4012  HISTORY     - 20010823 GOOD             FLDEP
 AB4012  HISTORY     - 20020510 GOOD             BAH
 AB4012  HISTORY     - 20040124 GOOD             FLDEP
 AB4012
 AB4012                          STATION DESCRIPTION
 AB4012
 AB4012'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4012'THE STATION IS ABOUT 0.35 MI (0.56 KM) SOUTHEAST OF CALLAHAN IN
 AB4012'SECTION 29, TOWNSHIP 2 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM
 AB4012'THE INTERSECTION OF U.S. HIGHWAY 1, U.S. HIGHWAY 23 (STATE ROAD 15)
 AB4012'AND STATE ROAD A1A IN CALLAHAN, GO 0.35 MI (0.56 KM) SOUTHEAST ON U.S.
 AB4012'HIGHWAY 1, 23 TO THE INTERSECTION OF U.S. HIGHWAY 1, 23 AND STATE ROAD
 AB4012'115, IS IN THE TRIANGULAR GRASS MEDIAN OF THE INTERSECTION. LOCATED
 AB4012'14.0 FT (4.3 M) SOUTHWEST OF SOUTHWEST EDGE OF STATE ROAD 115 (NORTH),
 AB4012'24.7 FT (7.5 M) NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 1, 23
 AB4012'NORTHBOUND LANE, 31.9 FT (9.7 M) NORTHWEST OF METAL SIGN POST. STATION
 AB4012'IS RECESSED 0.1 FT (3.0 CM) . DESCRIBED BY RLB.
 AB4012
 AB4012                          STATION RECOVERY (2001)
 AB4012
 AB4012'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 AB4012'THE MARK IS ABOUT 0.35 MI SOUTHEAST OF CALLAHAN, IN SECTION 29,
 AB4012'TOWNSHIP 2 NORTH, RANGE 25 EAST.
 AB4012' 
 AB4012'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 AND
 AB4012'STATE ROAD A1A IN CALLAHAN, GO SOUTHEAST ON U.S. HIGHWAY 1 (KINGS
 AB4012'ROAD) FOR 0.35 MI TO THE JUNCTION OF STATE ROAD 115 ON THE LEFT AND
 AB4012'THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AB4012'RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.6 FT BELOW
 AB4012'THE LEVEL OF U.S. HIGHWAY 1 NORTHBOUND LANES.
 AB4012' 
 AB4012'LOCATED 97.3 FT NORTH-NORTHWEST OF A CALLAHAN SIGN, 24.0 FT
 AB4012'EAST-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 NORTHBOUND LANES
 AB4012'AND 1.1 FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012' 
 AB4012'
 AB4012
 AB4012                          STATION RECOVERY (2002)
 AB4012
 AB4012'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 AB4012'RECOVERED AS DESCRIBED (ARG)
 AB4012'
 AB4012
 AB4012                          STATION RECOVERY (2004)
 AB4012
 AB4012'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AB4012'THE MARK IS ABOUT 0.35 MI SOUTHEAST OF CALLAHAN, IN SECTION 29,
 AB4012'TOWNSHIP 2 SOUTH, RANGE  25 EAST.
 AB4012' 
 AB4012'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 (KINGS
 AB4012'ROAD) AND STATE  ROAD A1A IN CALLAHAN, GO SOUTHEAST ON U.S. HIGHWAY 1,
 AB4012'(KINGS ROAD) FOR 0.35 MI TO THE  JUNCTION OF STATE ROAD 115 ON THE
 AB4012'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A  ROUND CONCRETE
 AB4012'MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND ABOUT
 AB4012'LEVEL WITH U.S. HIGHWAY 1 NORTHBOUND LANES.
 AB4012' 
 AB4012'LOCATED 85.0 FT NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD 115,
 AB4012'61.2 FT SOUTHEAST  OF A CALLAHAN CITY LIMIT SIGN, 24.0 FT
 AB4012'EAST-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1  NORTHBOUND LANES,
 AB4012'19.0 FT SOUTH-SOUTHWEST OF THE SOUTHWEST POST OF A WELCOME TO
 AB4012'CALLAHAN SIGN AND 1.0 FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4013 ***********************************************************************
 AB4013  DESIGNATION -  74 94 GPS 8
 AB4013  PID         -  AB4013
 AB4013  STATE/COUNTY-  FL/NASSAU
 AB4013  USGS QUAD   -  CALLAHAN (1992)
 AB4013
 AB4013                         *CURRENT SURVEY CONTROL
 AB4013  ___________________________________________________________________
 AB4013* NAD 83(1999)-  30 33 20.38601(N)    081 49 25.68293(W)     ADJUSTED  
 AB4013* NAVD 88     -         4.6    (meters)      15.     (feet)  GPS OBS   
 AB4013  ___________________________________________________________________
 AB4013  X           -     781,796.434 (meters)                     COMP
 AB4013  Y           -  -5,441,301.775 (meters)                     COMP
 AB4013  Z           -   3,223,557.957 (meters)                     COMP
 AB4013  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AB4013  ELLIP HEIGHT-         -23.71  (meters)          (06/19/01) GPS OBS
 AB4013  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AB4013
 AB4013  HORZ ORDER  -  FIRST
 AB4013  ELLP ORDER  -  FOURTH    CLASS I
 AB4013
 AB4013.The horizontal coordinates were established by GPS observations
 AB4013.and adjusted by the National Geodetic Survey in June 2001..
 AB4013
 AB4013.The orthometric height was determined by GPS observations and a
 AB4013.high-resolution geoid model.
 AB4013
 AB4013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4013
 AB4013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4013
 AB4013.The ellipsoidal height was determined by GPS observations
 AB4013.and is referenced to NAD 83.
 AB4013
 AB4013.The geoid height was determined by GEOID03.
 AB4013
 AB4013;                    North         East     Units Scale Factor Converg.
 AB4013;SPC FL E     -   689,752.027   120,964.398   MT  1.00001821   -0 25 07.8
 AB4013;SPC FL E     - 2,262,961.44    396,864.03   sFT  1.00001821   -0 25 07.8
 AB4013;UTM  17      - 3,380,648.668   420,991.364   MT  0.99967701   -0 25 07.8
 AB4013
 AB4013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4013!SPC FL E     -   1.00000372  x   1.00001821  =   1.00002193
 AB4013!UTM  17      -   1.00000372  x   0.99967701  =   0.99968073
 AB4013
 AB4013:                Primary Azimuth Mark                     Grid Az
 AB4013:SPC FL E     -  74 94 GPS 7                              344 10 59.8
 AB4013:UTM  17      -  74 94 GPS 7                              344 10 59.8
 AB4013
 AB4013|---------------------------------------------------------------------|
 AB4013| PID    Reference Object                     Distance      Geod. Az  |
 AB4013|                                                           dddmmss.s |
 AB4013| AB4012 74 94 GPS 7                         APPROX. 0.5 KM 3434552.0 |
 AB4013|---------------------------------------------------------------------|
 AB4013
 AB4013                          SUPERSEDED SURVEY CONTROL
 AB4013
 AB4013  NAD 83(1990)-  30 33 20.38488(N)    081 49 25.68374(W) AD(       ) 1
 AB4013  ELLIP H (06/10/96)  -23.86   (m)                       GP(       ) 2 2
 AB4013
 AB4013.Superseded values are not recommended for survey control.
 AB4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4013.See file dsdata.txt to determine how the superseded data were derived.
 AB4013
 AB4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2099180649(NAD 83)
 AB4013_MARKER: DD = SURVEY DISK
 AB4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4013_STAMPING: 74 94 GPS 8
 AB4013_MARK LOGO: FLDT  
 AB4013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4013+STABILITY: SURFACE MOTION
 AB4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4013+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4013
 AB4013  HISTORY     - Date     Condition        Report By
 AB4013  HISTORY     - 1994     MONUMENTED       FLDEP
 AB4013  HISTORY     - 20010823 MARK NOT FOUND   FLDEP
 AB4013
 AB4013                          STATION DESCRIPTION
 AB4013
 AB4013'DESCRIBED BY FL DEPT OF ENV PRO 1994 (CDM)
 AB4013'THE STATION IS ABOUT 0.7 MI (1.1 KM) SOUTHEAST OF CALLAHAN IN SECTION
 AB4013'32, TOWNSHIP 2 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM THE
 AB4013'INTERSECTION OF U.S. HIGHWAY 1 AND U.S. HIGHWAY 23 (STATE ROAD 15) AND
 AB4013'STATE ROAD A1A IN CALLAHAN, GO 0.7 MI (1.1 KM) SOUTHEAST ON U.S.
 AB4013'HIGHWAY 1, 23 TO V-INTERSECTION OF U.S. HIGHWAY 1, 23 AND COUNTY ROAD
 AB4013'15A, IS IN THE GRASS MEDIAN OF U.S. HIGHWAY 1, 23, IS WEST OF CALLAHAN
 AB4013'ANIMAL HOSPITAL. LOCATED 23.7 FT (7.2 M) NORTH OF METAL WITNESS POST,
 AB4013'28.0 FT (8.5 M) WEST OF CENTERLINE OF U.S. HIGHWAY 1, 23 NORTHBOUND
 AB4013'LANE, 30.5 FT (9.3 M) EAST OF CENTERLINE OF U.S. HIGHWAY 1, 23
 AB4013'SOUTHBOUND LANE, 39.0 FT (11.9 M) SOUTH OF CENTER OF STORM DRAIN INLET
 AB4013'WITH STEEL GRATE. STATION IS RECESSED 0.1 FT (3.0 CM) . DESCRIBED BY
 AB4013'RLB.
 AB4013
 AB4013                          STATION RECOVERY (2001)
 AB4013
 AB4013'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 AB4013'NOT FOUND.
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013' 
 AB4013'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB4014 ***********************************************************************
 AB4014  DESIGNATION -  74 94 GPS 9
 AB4014  PID         -  AB4014
 AB4014  STATE/COUNTY-  FL/NASSAU
 AB4014  USGS QUAD   -  ITALIA (1992)
 AB4014
 AB4014                         *CURRENT SURVEY CONTROL
 AB4014  ___________________________________________________________________
 AB4014* NAD 83(1999)-  30 36 14.96171(N)    081 44 58.80079(W)     ADJUSTED  
 AB4014* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 AB4014  ___________________________________________________________________
 AB4014  X           -     788,443.476 (meters)                     COMP
 AB4014  Y           -  -5,437,577.380 (meters)                     COMP
 AB4014  Z           -   3,228,185.363 (meters)                     COMP
 AB4014  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AB4014  ELLIP HEIGHT-         -25.57  (meters)          (06/19/01) GPS OBS
 AB4014  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AB4014
 AB4014  HORZ ORDER  -  FIRST
 AB4014  ELLP ORDER  -  FOURTH    CLASS I
 AB4014
 AB4014.The horizontal coordinates were established by GPS observations
 AB4014.and adjusted by the National Geodetic Survey in June 2001..
 AB4014
 AB4014.The orthometric height was determined by GPS observations and a
 AB4014.high-resolution geoid model.
 AB4014
 AB4014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4014
 AB4014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4014
 AB4014.The ellipsoidal height was determined by GPS observations
 AB4014.and is referenced to NAD 83.
 AB4014
 AB4014.The geoid height was determined by GEOID03.
 AB4014
 AB4014;                    North         East     Units Scale Factor Converg.
 AB4014;SPC FL E     -   695,078.353   128,112.815   MT  1.00000490   -0 22 54.0
 AB4014;SPC FL E     - 2,280,436.23    420,316.79   sFT  1.00000490   -0 22 54.0
 AB4014;UTM  17      - 3,385,973.176   428,137.342   MT  0.99966371   -0 22 54.0
 AB4014
 AB4014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4014!SPC FL E     -   1.00000402  x   1.00000490  =   1.00000892
 AB4014!UTM  17      -   1.00000402  x   0.99966371  =   0.99966772
 AB4014
 AB4014:                Primary Azimuth Mark                     Grid Az
 AB4014:SPC FL E     -  74 94 GPS 10                             057 15 35.8
 AB4014:UTM  17      -  74 94 GPS 10                             057 15 35.8
 AB4014
 AB4014|---------------------------------------------------------------------|
 AB4014| PID    Reference Object                     Distance      Geod. Az  |
 AB4014|                                                           dddmmss.s |
 AB4014| AB4015 74 94 GPS 10                        APPROX. 1.1 KM 0565241.8 |
 AB4014|---------------------------------------------------------------------|
 AB4014
 AB4014                          SUPERSEDED SURVEY CONTROL
 AB4014
 AB4014  NAD 83(1990)-  30 36 14.96052(N)    081 44 58.80175(W) AD(       ) 1
 AB4014  ELLIP H (06/10/96)  -25.74   (m)                       GP(       ) 2 2
 AB4014
 AB4014.Superseded values are not recommended for survey control.
 AB4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4014.See file dsdata.txt to determine how the superseded data were derived.
 AB4014
 AB4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2813785973(NAD 83)
 AB4014_MARKER: DD = SURVEY DISK
 AB4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4014_STAMPING: 74 94 GPS 9
 AB4014_MARK LOGO: FLDT  
 AB4014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4014+STABILITY: SURFACE MOTION
 AB4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4014+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4014
 AB4014  HISTORY     - Date     Condition        Report By
 AB4014  HISTORY     - 1994     MONUMENTED       FLDT
 AB4014
 AB4014                          STATION DESCRIPTION
 AB4014
 AB4014'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4014'THE STATION IS ABOUT 5.0 MI (8.0 KM) NORTHEAST OF CALLAHAN IN SECTION
 AB4014'12, TOWNSHIP 2 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM THE
 AB4014'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND U.S. HIGHWAY 1
 AB4014'AND U.S. HIGHWAY 23 (STATE ROAD 15) IN CALLAHAN, GO 5.75 MI (9.25 KM)
 AB4014'NORTHEAST ON STATE ROAD A1A TO STATION ON THE RIGHT, IS IN THE
 AB4014'APPROXIMATE CENTER OF DIRT DRIVE LEADING TO FIELD OF PLANTED PINE WITH
 AB4014'WOOD BARRIER TO DENY ACCESS, IS 0.1 MI (0.2 KM) EAST OF BURNS ROAD (A
 AB4014'GRADED ROAD LEADING NORTH). LOCATED 10.0 FT (3.0 M) WEST OF METAL
 AB4014'WITNESS POST, 27.0 FT (8.2 M) SOUTHEAST OF CENTER OF WEST END OF
 AB4014'CONCRETE CROSSDRAIN, 41.3 FT (12.6 M) SOUTHEAST OF CENTERLINE OF STATE
 AB4014'ROAD A1A, 125.5 FT (38.3 M) WEST OF GUY POLE. STATION IS RECESSED 0.4
 AB4014'FT (12.2 CM) . DESCRIBED BY RLB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7034 ***********************************************************************
 AG7034  DESIGNATION -  74 C OF SP
 AG7034  PID         -  AG7034
 AG7034  STATE/COUNTY-  FL/PINELLAS
 AG7034  USGS QUAD   -  ST PETERSBURG (1987)
 AG7034
 AG7034                         *CURRENT SURVEY CONTROL
 AG7034  ___________________________________________________________________
 AG7034* NAD 83(1986)-  27 46 39.     (N)    082 38 41.     (W)     SCALED    
 AG7034* NAVD 88     -        11.854  (meters)      38.89   (feet)  ADJUSTED  
 AG7034  ___________________________________________________________________
 AG7034  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG7034  DYNAMIC HT  -          11.837 (meters)      38.84  (feet)  COMP
 AG7034  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 AG7034
 AG7034  VERT ORDER  -  SECOND    CLASS II
 AG7034
 AG7034.The horizontal coordinates were scaled from a topographic map and have
 AG7034.an estimated accuracy of +/- 6 seconds.
 AG7034
 AG7034.The orthometric height was determined by differential leveling
 AG7034.and adjusted by the National Geodetic Survey in June 1991..
 AG7034
 AG7034.The geoid height was determined by GEOID03.
 AG7034
 AG7034.The dynamic height is computed by dividing the NAVD 88
 AG7034.geopotential number by the normal gravity value computed on the
 AG7034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7034.degrees latitude (g = 980.6199 gals.).
 AG7034
 AG7034.The modeled gravity was interpolated from observed gravity values.
 AG7034
 AG7034;                    North         East    Units  Estimated Accuracy
 AG7034;SPC FL W     -   381,720.      136,460.      MT  (+/- 180 meters Scaled)
 AG7034
 AG7034                          SUPERSEDED SURVEY CONTROL
 AG7034
 AG7034  NGVD 29 (??/??/92)   12.121  (m)           39.77   (f) ADJ UNCH    2 2
 AG7034
 AG7034.Superseded values are not recommended for survey control.
 AG7034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7034.See file dsdata.txt to determine how the superseded data were derived.
 AG7034
 AG7034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379736(NAD 83)
 AG7034_MARKER: DB = BENCH MARK DISK
 AG7034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7034_SP_SET: CONCRETE POST
 AG7034_PROJECTION: FLUSH
 AG7034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7034+STABILITY: SURFACE MOTION
 AG7034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7034+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AG7034
 AG7034  HISTORY     - Date     Condition        Report By
 AG7034  HISTORY     - UNK      MONUMENTED       FL2730
 AG7034  HISTORY     - 1977     GOOD             FL-103
 AG7034  HISTORY     - 19980117 GOOD             USPSQD
 AG7034  HISTORY     - 20041018 GOOD             USPSQD
 AG7034
 AG7034                          STATION DESCRIPTION
 AG7034
 AG7034'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7034'IN ST PETERSBURG.
 AG7034'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7034'SR 595 5TH AVE. N., RUN WESTWARDLY ON SR 595 FOR 0.50 MILE TO THE
 AG7034'INTERSECTION OF 9TH ST. N. STATION ON LEFT, S.E. CORNER, 49.6 FT. EAST
 AG7034'OF THE CENTERLINE OF 9TH ST. N., 31.4 FT. SOUTH OF THE CENTERLINE OF
 AG7034'5TH AVE. N., 19.2 FT. N.E. OF A CONCRETE SIGNAL AND LIGHT POLE NO
 AG7034'NUMBER, 11.5 FT. S.E. OF A FIRE HYDRANT, 9.6 FT. SOUTH OF THE BACK
 AG7034'OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG7034'CONCRETE SIDEWALK.
 AG7034
 AG7034                          STATION RECOVERY (1998)
 AG7034
 AG7034'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7034'RECOVERED IN GOOD CONDITION.
 AG7034
 AG7034                          STATION RECOVERY (2004)
 AG7034
 AG7034'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG7034'CHANGE TEXT TO READ ...LIGHT POLE NO NUMBER, EIGHT FEET WEST NORTHWEST
 AG7034'OF FIRE HYDRANT, 12 FEET EAST OF CONCRETE SIGNAL POLE,9.6 FEET
 AG7034'SOUTH...
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0722 ***********************************************************************
 AR0722  DESIGNATION -  7.5
 AR0722  PID         -  AR0722
 AR0722  STATE/COUNTY-  FL/LEVY
 AR0722  USGS QUAD   -  YANKEETOWN (1993)
 AR0722
 AR0722                         *CURRENT SURVEY CONTROL
 AR0722  ___________________________________________________________________
 AR0722* NAD 83(1986)-  29 01 45.     (N)    082 43 00.     (W)     SCALED    
 AR0722* NAVD 88     -         1.978  (meters)       6.49   (feet)  POSTED    
 AR0722  ___________________________________________________________________
 AR0722  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AR0722  DYNAMIC HT  -           1.980 (meters)       6.50  (feet)  COMP
 AR0722  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 AR0722
 AR0722  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AR0722
 AR0722.The horizontal coordinates were scaled from a topographic map and have
 AR0722.an estimated accuracy of +/- 6 seconds.
 AR0722
 AR0722.The orthometric height was determined by differential leveling
 AR0722.and adjusted by the National Geodetic Survey in 1992..
 AR0722.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AR0722.rate of 0.0 thru 1.0 mm/km.
 AR0722
 AR0722.The geoid height was determined by GEOID03.
 AR0722
 AR0722.The dynamic height is computed by dividing the NAVD 88
 AR0722.geopotential number by the normal gravity value computed on the
 AR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0722.degrees latitude (g = 980.6199 gals.).
 AR0722
 AR0722.The modeled gravity was interpolated from observed gravity values.
 AR0722
 AR0722;                    North         East    Units  Estimated Accuracy
 AR0722;SPC FL W     -   520,470.      130,190.      MT  (+/- 180 meters Scaled)
 AR0722
 AR0722                          SUPERSEDED SURVEY CONTROL
 AR0722
 AR0722  NGVD 29 (??/??/92)    2.279  (m)            7.48   (f) ADJ UNCH    1 2
 AR0722
 AR0722.Superseded values are not recommended for survey control.
 AR0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0722.See file dsdata.txt to determine how the superseded data were derived.
 AR0722
 AR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN328124(NAD 83)
 AR0722_MARKER: Z = SEE DESCRIPTION
 AR0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0722+STABILITY: SURFACE MOTION
 AR0722
 AR0722  HISTORY     - Date     Condition        Report By
 AR0722  HISTORY     - UNK      MONUMENTED       LOCSUR
 AR0722  HISTORY     - 1960     GOOD             NGS
 AR0722
 AR0722                          STATION DESCRIPTION
 AR0722
 AR0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AR0722'AT YANKEETOWN.
 AR0722'AT YANKEETOWN, 127 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AR0722'POST OFFICE, 70 FEET SOUTHEAST OF THE CENTER OF A STREET
 AR0722'INTERSECTION, 29 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE
 AR0722'TO THE PARKING AREA, 15 FEET NORTHEAST OF THE NORTHEAST CORNER
 AR0722'OF THE IZAAK WALTON LODGE, 6 FEET NORTH OF THE NORTHEAST CORNER
 AR0722'OF THE STEPS, 2 FEET WEST OF BENCH MARK L 21, SET IN THE TOP
 AR0722'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5103 ***********************************************************************
 AB5103  DESIGNATION -  75 JAS
 AB5103  PID         -  AB5103
 AB5103  STATE/COUNTY-  FL/MARION
 AB5103  USGS QUAD   -  LYNNE (1993)
 AB5103
 AB5103                         *CURRENT SURVEY CONTROL
 AB5103  ___________________________________________________________________
 AB5103* NAD 83(1986)-  29 12 46.     (N)    081 57 18.     (W)     SCALED    
 AB5103* NAVD 88     -        18.727  (meters)      61.44   (feet)  ADJUSTED  
 AB5103  ___________________________________________________________________
 AB5103  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AB5103  DYNAMIC HT  -          18.701 (meters)      61.35  (feet)  COMP
 AB5103  MODELED GRAV-     979,251.8   (mgal)                       NAVD 88
 AB5103
 AB5103  VERT ORDER  -  SECOND    CLASS I
 AB5103
 AB5103.The horizontal coordinates were scaled from a topographic map and have
 AB5103.an estimated accuracy of +/- 6 seconds.
 AB5103
 AB5103.The orthometric height was determined by differential leveling
 AB5103.and adjusted by the National Geodetic Survey in September 1996..
 AB5103
 AB5103.The geoid height was determined by GEOID03.
 AB5103
 AB5103.The dynamic height is computed by dividing the NAVD 88
 AB5103.geopotential number by the normal gravity value computed on the
 AB5103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5103.degrees latitude (g = 980.6199 gals.).
 AB5103
 AB5103.The modeled gravity was interpolated from observed gravity values.
 AB5103
 AB5103;                    North         East    Units  Estimated Accuracy
 AB5103;SPC FL W     -   540,610.      204,380.      MT  (+/- 180 meters Scaled)
 AB5103
 AB5103                          SUPERSEDED SURVEY CONTROL
 AB5103
 AB5103.No superseded survey control is available for this station.
 AB5103
 AB5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN071319(NAD 83)
 AB5103_MARKER: DB = BENCH MARK DISK
 AB5103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5103_SP_SET: CULVERT HEADWALL
 AB5103_STAMPING: 75 JAS 1966 62
 AB5103_MARK LOGO: CGS   
 AB5103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5103+STABILITY: SURFACE MOTION
 AB5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5103+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2000
 AB5103
 AB5103  HISTORY     - Date     Condition        Report By
 AB5103  HISTORY     - 1966     MONUMENTED       CGS
 AB5103  HISTORY     - 19931228 GOOD             FLDEP
 AB5103  HISTORY     - 20000427 GOOD             FLDEP
 AB5103
 AB5103                          STATION DESCRIPTION
 AB5103
 AB5103'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5103'THE MARK IS ABOUT 6.3 MI (10.1 KM) EAST OF SILVER SPRINGS, 2.7 MI (4.3
 AB5103'KM) NORTHWEST OF LYNNE IN SECTION 6, TOWNSHIP 15 SOUTH, RANGE 24 EAST.
 AB5103'TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 40 AND COUNTY ROAD
 AB5103'326 (1.5 MI EAST OF SILVER SPRINGS) , GO EAST ON STATE ROAD 40 FOR 4.9
 AB5103'MI (7.9 KM) TO THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED
 AB5103'FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY ROAD 314A, (IN
 AB5103'FOREST CORNERS) GO NORTHWEST ON STATE ROAD 40 FOR 4.65 MI (7.48 KM) TO
 AB5103'THE MARK ON THE LEFT, SET IN TOP OF THE CONCRETE CULVERT HEADWALL
 AB5103'APPROXIMATELY 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 40, 35.0 FT
 AB5103'(10.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 40, 15.0 FT
 AB5103'(4.6 M) NORTHWEST OF A POWER POLE NUMBER G284, 1.0 FT (0.3 M) WEST OF
 AB5103'THE EAST END OF A HEADWALL AND 0.8 FT (24.4 CM) SOUTH OF A METAL
 AB5103'WITNESS POST.
 AB5103
 AB5103                          STATION RECOVERY (2000)
 AB5103
 AB5103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB5103'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0059 ***********************************************************************
 AK0059  DESIGNATION -  75.24 FLHD
 AK0059  PID         -  AK0059
 AK0059  STATE/COUNTY-  FL/VOLUSIA
 AK0059  USGS QUAD   -  ORANGE CITY (1980)
 AK0059
 AK0059                         *CURRENT SURVEY CONTROL
 AK0059  ___________________________________________________________________
 AK0059* NAD 83(1986)-  28 57 58.     (N)    081 15 16.     (W)     SCALED    
 AK0059* NAVD 88     -        22.599  (meters)      74.14   (feet)  ADJUSTED  
 AK0059  ___________________________________________________________________
 AK0059  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AK0059  DYNAMIC HT  -          22.568 (meters)      74.04  (feet)  COMP
 AK0059  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AK0059
 AK0059  VERT ORDER  -  FIRST     CLASS II
 AK0059
 AK0059.The horizontal coordinates were scaled from a topographic map and have
 AK0059.an estimated accuracy of +/- 6 seconds.
 AK0059
 AK0059.The orthometric height was determined by differential leveling
 AK0059.and adjusted by the National Geodetic Survey in June 1991..
 AK0059
 AK0059.The geoid height was determined by GEOID03.
 AK0059
 AK0059.The dynamic height is computed by dividing the NAVD 88
 AK0059.geopotential number by the normal gravity value computed on the
 AK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0059.degrees latitude (g = 980.6199 gals.).
 AK0059
 AK0059.The modeled gravity was interpolated from observed gravity values.
 AK0059
 AK0059;                    North         East    Units  Estimated Accuracy
 AK0059;SPC FL E     -   513,300.      175,200.      MT  (+/- 180 meters Scaled)
 AK0059
 AK0059                          SUPERSEDED SURVEY CONTROL
 AK0059
 AK0059  NGVD 29 (09/01/92)   22.921  (m)           75.20   (f) ADJUSTED    1 2
 AK0059
 AK0059.Superseded values are not recommended for survey control.
 AK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0059.See file dsdata.txt to determine how the superseded data were derived.
 AK0059
 AK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN752042(NAD 83)
 AK0059_MARKER: DD = SURVEY DISK
 AK0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK0059_SP_SET: OVERPASS
 AK0059_STAMPING: 75.24
 AK0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0059
 AK0059  HISTORY     - Date     Condition        Report By
 AK0059  HISTORY     - UNK      MONUMENTED       FLHD
 AK0059  HISTORY     - 1963     GOOD             NGS
 AK0059  HISTORY     - 1976     GOOD             NGS
 AK0059  HISTORY     - 1978     GOOD             NGS
 AK0059  HISTORY     - 1990     GOOD             USPSQD
 AK0059
 AK0059                          STATION DESCRIPTION
 AK0059
 AK0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0059'2 MI SW FROM LAKE HELEN.
 AK0059'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY S 430 A FROM
 AK0059'THE CITY HALL AT LAKE HELEN, SET ON THE TOP OF THE WEST END OF
 AK0059'THE SOUTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY OVERPASS
 AK0059'OVER INTERSTATE HIGHWAY 4, 16.0 FEET SOUTH OF THE CENTER LINE
 AK0059'OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE GUARD RAIL
 AK0059'AND 2 FEET ABOVE THE BRIDGE SIDEWALK.
 AK0059
 AK0059                          STATION RECOVERY (1976)
 AK0059
 AK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0059'RECOVERED IN GOOD CONDITION.
 AK0059
 AK0059                          STATION RECOVERY (1978)
 AK0059
 AK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0059'RECOVERED IN GOOD CONDITION.
 AK0059
 AK0059                          STATION RECOVERY (1990)
 AK0059
 AK0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0060 ***********************************************************************
 AK0060  DESIGNATION -  75.33 FLHD
 AK0060  PID         -  AK0060
 AK0060  STATE/COUNTY-  FL/VOLUSIA
 AK0060  USGS QUAD   -  ORANGE CITY (1980)
 AK0060
 AK0060                         *CURRENT SURVEY CONTROL
 AK0060  ___________________________________________________________________
 AK0060* NAD 83(1986)-  28 57 59.     (N)    081 15 14.     (W)     SCALED    
 AK0060* NAVD 88     -        22.627  (meters)      74.24   (feet)  ADJUSTED  
 AK0060  ___________________________________________________________________
 AK0060  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AK0060  DYNAMIC HT  -          22.596 (meters)      74.13  (feet)  COMP
 AK0060  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AK0060
 AK0060  VERT ORDER  -  FIRST     CLASS II
 AK0060
 AK0060.The horizontal coordinates were scaled from a topographic map and have
 AK0060.an estimated accuracy of +/- 6 seconds.
 AK0060
 AK0060.The orthometric height was determined by differential leveling
 AK0060.and adjusted by the National Geodetic Survey in June 1991..
 AK0060
 AK0060.The geoid height was determined by GEOID03.
 AK0060
 AK0060.The dynamic height is computed by dividing the NAVD 88
 AK0060.geopotential number by the normal gravity value computed on the
 AK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0060.degrees latitude (g = 980.6199 gals.).
 AK0060
 AK0060.The modeled gravity was interpolated from observed gravity values.
 AK0060
 AK0060;                    North         East    Units  Estimated Accuracy
 AK0060;SPC FL E     -   513,330.      175,260.      MT  (+/- 180 meters Scaled)
 AK0060
 AK0060                          SUPERSEDED SURVEY CONTROL
 AK0060
 AK0060  NGVD 29 (09/01/92)   22.949  (m)           75.29   (f) ADJUSTED    1 2
 AK0060
 AK0060.Superseded values are not recommended for survey control.
 AK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0060.See file dsdata.txt to determine how the superseded data were derived.
 AK0060
 AK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN752042(NAD 83)
 AK0060_MARKER: DD = SURVEY DISK
 AK0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK0060_SP_SET: OVERPASS
 AK0060_STAMPING: 75.33
 AK0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0060
 AK0060  HISTORY     - Date     Condition        Report By
 AK0060  HISTORY     - UNK      MONUMENTED       FLHD
 AK0060  HISTORY     - 1963     GOOD             NGS
 AK0060  HISTORY     - 1976     GOOD             NGS
 AK0060  HISTORY     - 1978     GOOD             NGS
 AK0060  HISTORY     - 1990     GOOD             USPSQD
 AK0060
 AK0060                          STATION DESCRIPTION
 AK0060
 AK0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0060'2 MI SW FROM LAKE HELEN.
 AK0060'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY S 430 A FROM THE
 AK0060'CITY HALL AT LAKE HELEN, 1.0 MILE WEST OF THE POST OFFICE IN
 AK0060'THE SMALL VILLAGE OF CASSADAGA, SET ON THE TOP OF THE EAST END
 AK0060'OF THE NORTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY OVERPASS
 AK0060'OVER INTERSTATE HIGHWAY 4, 16 FEET NORTH OF THE CENTER LINE OF
 AK0060'THE HIGHWAY, 0.6 FOOT WEST OF THE EAST END OF THE GUARD RAIL
 AK0060'AND 2 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AK0060
 AK0060                          STATION RECOVERY (1976)
 AK0060
 AK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0060'RECOVERED IN GOOD CONDITION.
 AK0060
 AK0060                          STATION RECOVERY (1978)
 AK0060
 AK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0060'RECOVERED IN GOOD CONDITION.
 AK0060
 AK0060                          STATION RECOVERY (1990)
 AK0060
 AK0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7079 ***********************************************************************
 AK7079  DESIGNATION -  77 91 GPS1
 AK7079  PID         -  AK7079
 AK7079  STATE/COUNTY-  FL/SEMINOLE
 AK7079  USGS QUAD   -  SANFORD SW (1970)
 AK7079
 AK7079                         *CURRENT SURVEY CONTROL
 AK7079  ___________________________________________________________________
 AK7079* NAD 83(1999)-  28 48 53.97653(N)    081 25 02.10599(W)     ADJUSTED  
 AK7079* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 AK7079  ___________________________________________________________________
 AK7079  X           -     834,646.164 (meters)                     COMP
 AK7079  Y           -  -5,530,101.873 (meters)                     COMP
 AK7079  Z           -   3,055,941.478 (meters)                     COMP
 AK7079  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AK7079  ELLIP HEIGHT-         -19.87  (meters)          (07/06/01) GPS OBS
 AK7079  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AK7079
 AK7079  HORZ ORDER  -  FIRST
 AK7079  ELLP ORDER  -  FOURTH    CLASS II
 AK7079
 AK7079.The horizontal coordinates were established by GPS observations
 AK7079.and adjusted by the National Geodetic Survey in July 2001..
 AK7079
 AK7079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7079
 AK7079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7079
 AK7079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7079
 AK7079.The ellipsoidal height was determined by GPS observations
 AK7079.and is referenced to NAD 83.
 AK7079
 AK7079.The geoid height was determined by GEOID03.
 AK7079
 AK7079;                    North         East     Units Scale Factor Converg.
 AK7079;SPC FL E     -   496,597.668   159,273.471   MT  0.99996164   -0 12 04.0
 AK7079;SPC FL E     - 1,629,254.18    522,549.71   sFT  0.99996164   -0 12 04.0
 AK7079;UTM  17      - 3,187,560.213   459,287.367   MT  0.99962045   -0 12 04.0
 AK7079
 AK7079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7079!SPC FL E     -   1.00000312  x   0.99996164  =   0.99996476
 AK7079!UTM  17      -   1.00000312  x   0.99962045  =   0.99962357
 AK7079
 AK7079:                Primary Azimuth Mark                     Grid Az
 AK7079:SPC FL E     -  77 91 GPS2                               091 32 12.5
 AK7079:UTM  17      -  77 91 GPS2                               091 32 12.5
 AK7079
 AK7079|---------------------------------------------------------------------|
 AK7079| PID    Reference Object                     Distance      Geod. Az  |
 AK7079|                                                           dddmmss.s |
 AK7079| AK7080 77 91 GPS2                          APPROX. 0.7 KM 0912008.5 |
 AK7079|---------------------------------------------------------------------|
 AK7079
 AK7079                          SUPERSEDED SURVEY CONTROL
 AK7079
 AK7079  NAD 83(1990)-  28 48 53.97640(N)    081 25 02.10532(W) AD(       ) 1
 AK7079  ELLIP H (09/25/92)  -19.85   (m)                       GP(       ) 4 1
 AK7079  NGVD 29 (09/25/92)    8.2    (m)           27.     (f) GPS OBS        
 AK7079
 AK7079.Superseded values are not recommended for survey control.
 AK7079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7079.See file dsdata.txt to determine how the superseded data were derived.
 AK7079
 AK7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5928787560(NAD 83)
 AK7079_MARKER: DE = TRAVERSE STATION DISK
 AK7079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7079_SP_SET: CONCRETE POST
 AK7079_STAMPING: 77 91 GPS1
 AK7079_MARK LOGO: FLDT  
 AK7079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7079+STABILITY: SURFACE MOTION
 AK7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7079+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7079
 AK7079  HISTORY     - Date     Condition        Report By
 AK7079  HISTORY     - 1991     MONUMENTED       FLDT
 AK7079
 AK7079                          STATION DESCRIPTION
 AK7079
 AK7079'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7079'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) WESTERLY OF SANFORD,
 AK7079'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 AND
 AK7079'INTERSTATE 4 (SR 400) GO WESTERLY ALONG STATE ROAD 46 FOR 7.72 KM
 AK7079'(4.80 MI) TO THE STATION ON THE LEFT.
 AK7079'THE STATION IS FLUSH WITH THE GROUND. LOCATED 29.4 M (96.5 FT)
 AK7079'NORTHERLY OF A WOODEN POWER POLE, 31.15 M (102.2 FT) NORTHWESTERLY OF
 AK7079'A CONCRETE PAD FOR MAIL BOXES, 11.5 M (37.7 FT) WESTERLY OF THE
 AK7079'CENTERLINE OF PAVEMENT FOR RIVER OAKS CIRCLE, 11.33 M (37.2 FT)
 AK7079'SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 46, AND 3.87 M
 AK7079'(12.7 FT) EASTERLY OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7080 ***********************************************************************
 AK7080  DESIGNATION -  77 91 GPS2
 AK7080  PID         -  AK7080
 AK7080  STATE/COUNTY-  FL/SEMINOLE
 AK7080  USGS QUAD   -  SANFORD SW (1970)
 AK7080
 AK7080                         *CURRENT SURVEY CONTROL
 AK7080  ___________________________________________________________________
 AK7080* NAD 83(1999)-  28 48 53.41243(N)    081 24 34.67396(W)     ADJUSTED  
 AK7080* NAVD 88     -        17.475  (meters)      57.33   (feet)  ADJUSTED  
 AK7080  ___________________________________________________________________
 AK7080  X           -     835,384.137 (meters)                     COMP
 AK7080  Y           -  -5,530,007.432 (meters)                     COMP
 AK7080  Z           -   3,055,930.898 (meters)                     COMP
 AK7080  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AK7080  ELLIP HEIGHT-         -10.25  (meters)          (07/06/01) GPS OBS
 AK7080  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AK7080  DYNAMIC HT  -          17.450 (meters)      57.25  (feet)  COMP
 AK7080  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 AK7080
 AK7080  HORZ ORDER  -  FIRST
 AK7080  VERT ORDER  -  SECOND    CLASS I
 AK7080  ELLP ORDER  -  FOURTH    CLASS II
 AK7080
 AK7080.The horizontal coordinates were established by GPS observations
 AK7080.and adjusted by the National Geodetic Survey in July 2001..
 AK7080
 AK7080.The orthometric height was determined by differential leveling
 AK7080.and adjusted by the National Geodetic Survey in April 2001..
 AK7080
 AK7080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7080
 AK7080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7080
 AK7080.The ellipsoidal height was determined by GPS observations
 AK7080.and is referenced to NAD 83.
 AK7080
 AK7080.The geoid height was determined by GEOID03.
 AK7080
 AK7080.The dynamic height is computed by dividing the NAVD 88
 AK7080.geopotential number by the normal gravity value computed on the
 AK7080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7080.degrees latitude (g = 980.6199 gals.).
 AK7080
 AK7080.The modeled gravity was interpolated from observed gravity values.
 AK7080
 AK7080;                    North         East     Units Scale Factor Converg.
 AK7080;SPC FL E     -   496,577.715   160,017.182   MT  0.99996090   -0 11 50.8
 AK7080;SPC FL E     - 1,629,188.72    524,989.70   sFT  0.99996090   -0 11 50.8
 AK7080;UTM  17      - 3,187,540.266   460,030.824   MT  0.99961971   -0 11 50.8
 AK7080
 AK7080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7080!SPC FL E     -   1.00000161  x   0.99996090  =   0.99996251
 AK7080!UTM  17      -   1.00000161  x   0.99961971  =   0.99962132
 AK7080
 AK7080:                Primary Azimuth Mark                     Grid Az
 AK7080:SPC FL E     -  77 91 GPS1                               271 32 12.6
 AK7080:UTM  17      -  77 91 GPS1                               271 32 12.6
 AK7080
 AK7080|---------------------------------------------------------------------|
 AK7080| PID    Reference Object                     Distance      Geod. Az  |
 AK7080|                                                           dddmmss.s |
 AK7080| AK7079 77 91 GPS1                          APPROX. 0.7 KM 2712021.8 |
 AK7080|---------------------------------------------------------------------|
 AK7080
 AK7080                          SUPERSEDED SURVEY CONTROL
 AK7080
 AK7080  NAD 83(1990)-  28 48 53.41231(N)    081 24 34.67328(W) AD(       ) 1
 AK7080  ELLIP H (09/25/92)  -10.23   (m)                       GP(       ) 4 1
 AK7080  NGVD 29 (09/25/92)   17.8    (m)           58.     (f) GPS OBS        
 AK7080
 AK7080.Superseded values are not recommended for survey control.
 AK7080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7080.See file dsdata.txt to determine how the superseded data were derived.
 AK7080
 AK7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6003187540(NAD 83)
 AK7080_MARKER: DE = TRAVERSE STATION DISK
 AK7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7080_SP_SET: CONCRETE POST
 AK7080_STAMPING: 77 91 GPS2 1991
 AK7080_MARK LOGO: FLDT  
 AK7080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7080+STABILITY: SURFACE MOTION
 AK7080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7080+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AK7080
 AK7080  HISTORY     - Date     Condition        Report By
 AK7080  HISTORY     - 1991     MONUMENTED       FLDT
 AK7080  HISTORY     - 19971208 GOOD             FLDEP
 AK7080  HISTORY     - 20040202 GOOD             WOOLPT
 AK7080
 AK7080                          STATION DESCRIPTION
 AK7080
 AK7080'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7080'THE STATION IS LOCATED ABOUT 12.85 KM (8.00 MI) WESTERLY OF SANFORD,
 AK7080'FLORIDA.
 AK7080'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 AND
 AK7080'INTERSTATE 4 (SR 400) GO WESTERLY ALONG STATE ROAD 46 FOR 6.96 KM
 AK7080'(4.30 MI) TO THE STATION ON THE RIGHT.
 AK7080'THE STATION IS FLUSH WITH THE GROUND. LOCATED 21.7 M (71.2 FT)
 AK7080'SOUTHEASTERLY OF A POWER POLE, 20.43 M (67.0 FT) NORTHERLY OF THE
 AK7080'CENTERLINE OF PAVEMENT FOR STATE ROAD 46, 19.93 M (65.4 FT) SOUTHERLY
 AK7080'OF A BARBED WIRE FENCE, AND 19.87 M (65.2 FT) SOUTHERLY OF A METAL
 AK7080'WITNESS POST.
 AK7080
 AK7080                          STATION RECOVERY (1997)
 AK7080
 AK7080'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AK7080'RECOVERED IN GOOD CONDITION WITH THIS CHANGE, IT IS 4.45 MI (7.16 KM)
 AK7080'WESTERLY OF THE INTERSECTION OF INTERSTATE 4 AND STATE ROAD 45 TO THE
 AK7080'STATION.
 AK7080
 AK7080                          STATION RECOVERY (2004)
 AK7080
 AK7080'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RMC)
 AK7080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9940 ***********************************************************************
 DE9940  DESIGNATION -  77 92 A 06
 DE9940  PID         -  DE9940
 DE9940  STATE/COUNTY-  FL/SEMINOLE
 DE9940  USGS QUAD   -  OVIEDO (1984)
 DE9940
 DE9940                         *CURRENT SURVEY CONTROL
 DE9940  ___________________________________________________________________
 DE9940* NAD 83(1986)-  28 38 02.     (N)    081 14 15.     (W)     SCALED    
 DE9940* NAVD 88     -        13.337  (meters)      43.76   (feet)  ADJUSTED  
 DE9940  ___________________________________________________________________
 DE9940  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DE9940  DYNAMIC HT  -          13.318 (meters)      43.69  (feet)  COMP
 DE9940  MODELED GRAV-     979,218.2   (mgal)                       NAVD 88
 DE9940
 DE9940  VERT ORDER  -  SECOND    CLASS I
 DE9940
 DE9940.The horizontal coordinates were scaled from a topographic map and have
 DE9940.an estimated accuracy of +/- 6 seconds.
 DE9940
 DE9940.The orthometric height was determined by differential leveling
 DE9940.and adjusted by the National Geodetic Survey in November 2003..
 DE9940
 DE9940.The geoid height was determined by GEOID03.
 DE9940
 DE9940.The dynamic height is computed by dividing the NAVD 88
 DE9940.geopotential number by the normal gravity value computed on the
 DE9940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9940.degrees latitude (g = 980.6199 gals.).
 DE9940
 DE9940.The modeled gravity was interpolated from observed gravity values.
 DE9940
 DE9940;                    North         East    Units  Estimated Accuracy
 DE9940;SPC FL E     -   476,480.      176,780.      MT  (+/- 180 meters Scaled)
 DE9940
 DE9940                          SUPERSEDED SURVEY CONTROL
 DE9940
 DE9940.No superseded survey control is available for this station.
 DE9940
 DE9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM767674(NAD 83)
 DE9940_MARKER: DD = SURVEY DISK
 DE9940_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE9940_STAMPING: 77/92/A/06
 DE9940_MARK LOGO: FLDT  
 DE9940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9940+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1997
 DE9940
 DE9940  HISTORY     - Date     Condition        Report By
 DE9940  HISTORY     - 1997     MONUMENTED       FLDT
 DE9940  HISTORY     - 19970320 GOOD             FLDEP
 DE9940
 DE9940                          STATION DESCRIPTION
 DE9940
 DE9940'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 DE9940'THE MARK IS ABOUT 7.55 MI (12.15 KM) NORTHEAST OF WINTER PARK, 3.5 MI
 DE9940'(5.6 KM) SOUTHWEST OF OVIEDO ON STATE ROAD 426 IN SECTION 29, TOWNSHIP
 DE9940'21 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE9940'ROADS 434 (CENTRAL AVENUE), 419 AND 426 (BROADWAY STREET) IN OVIEDO,
 DE9940'GO WEST ON STATE ROAD 426 (BROADWAY STREET) FOR 3.5 MI (5.6 KM) TO THE
 DE9940'ST.  LUKES LUTHERAN CHRUCH ON THE LEFT AND THE MARK ON THE RIGHT, SET
 DE9940'IN THE TOP OF 4-INCH SQUARE CONCRETE POST IMBEDDED INTO THE GROUND,
 DE9940'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DE9940'STATE ROAD 426. LOCATED 117.0 FT (35.7 M) SOUTHWEST OF THE EXTENDED
 DE9940'CENTERLINE OF ASHTON TERRACE (WENTWORTH ESTATES), 45.4 FT (13.8 M)
 DE9940'SOUTHWEST OF POWER POLE NUMBER FPC B14218787 WITH 1 GUY WIRE ATTACHED,
 DE9940'37.0 FT (11.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DE9940'426 AND 1.3 FT (0.4 M) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4720 ***********************************************************************
 AJ4720  DESIGNATION -  78 79 A 38
 AJ4720  PID         -  AJ4720
 AJ4720  STATE/COUNTY-  FL/ST JOHNS
 AJ4720  USGS QUAD   -  ST AUGUSTINE (1992)
 AJ4720
 AJ4720                         *CURRENT SURVEY CONTROL
 AJ4720  ___________________________________________________________________
 AJ4720* NAD 83(1986)-  29 55 46.     (N)    081 17 39.     (W)     SCALED    
 AJ4720* NAVD 88     -         3.285  (meters)      10.78   (feet)  ADJUSTED  
 AJ4720  ___________________________________________________________________
 AJ4720  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AJ4720  DYNAMIC HT  -           3.281 (meters)      10.76  (feet)  COMP
 AJ4720  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 AJ4720
 AJ4720  VERT ORDER  -  SECOND    CLASS I
 AJ4720
 AJ4720.The horizontal coordinates were scaled from a topographic map and have
 AJ4720.an estimated accuracy of +/- 6 seconds.
 AJ4720
 AJ4720.The orthometric height was determined by differential leveling
 AJ4720.and adjusted by the National Geodetic Survey in April 2002..
 AJ4720.No vertical observational check was made to the station.
 AJ4720
 AJ4720.The geoid height was determined by GEOID03.
 AJ4720
 AJ4720.The dynamic height is computed by dividing the NAVD 88
 AJ4720.geopotential number by the normal gravity value computed on the
 AJ4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4720.degrees latitude (g = 980.6199 gals.).
 AJ4720
 AJ4720.The modeled gravity was interpolated from observed gravity values.
 AJ4720
 AJ4720;                    North         East    Units  Estimated Accuracy
 AJ4720;SPC FL E     -   620,080.      171,600.      MT  (+/- 180 meters Scaled)
 AJ4720
 AJ4720                          SUPERSEDED SURVEY CONTROL
 AJ4720
 AJ4720.No superseded survey control is available for this station.
 AJ4720
 AJ4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP716110(NAD 83)
 AJ4720_MARKER: DS = TRIANGULATION STATION DISK
 AJ4720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4720_STAMPING: 78 79 A 38
 AJ4720_MARK LOGO: FLDNR 
 AJ4720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4720
 AJ4720  HISTORY     - Date     Condition        Report By
 AJ4720  HISTORY     - 1979     MONUMENTED       FLDT
 AJ4720  HISTORY     - 1987     GOOD             FLDNR
 AJ4720
 AJ4720                          STATION DESCRIPTION
 AJ4720
 AJ4720'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4720'BEGIN AT THE EAST END OF THE VILANO BEACH BRIDGE (STATE ROAD A1A), GO
 AJ4720'1.3 MILES EAST AND NORTH ON A1A TO THE MARK.  THE MARK BEARS 21.0 FEET
 AJ4720'EAST OF THE CENTERLINE OF A1A, 7.6 SOUTHWEST OF A POWER POLE, AND 34.5
 AJ4720'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL YELLOW COTTAGE
 AJ4720'(HOUSE NUMBER 1321).  THE MARK IS 2.8 E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4719 ***********************************************************************
 AJ4719  DESIGNATION -  78 79 A 39
 AJ4719  PID         -  AJ4719
 AJ4719  STATE/COUNTY-  FL/ST JOHNS
 AJ4719  USGS QUAD   -  ST AUGUSTINE (1992)
 AJ4719
 AJ4719                         *CURRENT SURVEY CONTROL
 AJ4719  ___________________________________________________________________
 AJ4719* NAD 83(1986)-  29 55 13.     (N)    081 17 36.     (W)     SCALED    
 AJ4719* NAVD 88     -         2.156  (meters)       7.07   (feet)  ADJUSTED  
 AJ4719  ___________________________________________________________________
 AJ4719  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AJ4719  DYNAMIC HT  -           2.153 (meters)       7.06  (feet)  COMP
 AJ4719  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 AJ4719
 AJ4719  VERT ORDER  -  SECOND    CLASS I
 AJ4719
 AJ4719.The horizontal coordinates were scaled from a topographic map and have
 AJ4719.an estimated accuracy of +/- 6 seconds.
 AJ4719
 AJ4719.The orthometric height was determined by differential leveling
 AJ4719.and adjusted by the National Geodetic Survey in April 2002..
 AJ4719.No vertical observational check was made to the station.
 AJ4719
 AJ4719.The geoid height was determined by GEOID03.
 AJ4719
 AJ4719.The dynamic height is computed by dividing the NAVD 88
 AJ4719.geopotential number by the normal gravity value computed on the
 AJ4719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4719.degrees latitude (g = 980.6199 gals.).
 AJ4719
 AJ4719.The modeled gravity was interpolated from observed gravity values.
 AJ4719
 AJ4719;                    North         East    Units  Estimated Accuracy
 AJ4719;SPC FL E     -   619,070.      171,680.      MT  (+/- 180 meters Scaled)
 AJ4719
 AJ4719                          SUPERSEDED SURVEY CONTROL
 AJ4719
 AJ4719.No superseded survey control is available for this station.
 AJ4719
 AJ4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP716099(NAD 83)
 AJ4719_MARKER: DS = TRIANGULATION STATION DISK
 AJ4719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4719_STAMPING: 78 79 A 39
 AJ4719_MARK LOGO: FLDNR 
 AJ4719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4719
 AJ4719  HISTORY     - Date     Condition        Report By
 AJ4719  HISTORY     - 1979     MONUMENTED       FLDT
 AJ4719  HISTORY     - 1987     GOOD             FLDNR
 AJ4719
 AJ4719                          STATION DESCRIPTION
 AJ4719
 AJ4719'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4719'BEGIN AT THE EAST END OF THE VILANO BEACH BRIDGE (STATE ROAD A1A), GO
 AJ4719'0.65 MILE EAST AND NORTH ON A1A TO THE MARK.  THE MARK BEARS 25.5 FEET
 AJ4719'WEST OF THE CENTERLINE OF A1A, 42.6 FEET NORTH OF 78 79 A 39 RM NO 1,
 AJ4719'164.6 FEET NORTH OF THE CENTERLINE OF CEDAR AVENUE, AND 4.8 FEET WEST
 AJ4719'OF A POWER POLE.  THE MARK IS 2.4 E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2619 ***********************************************************************
 AQ2619  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2619  DESIGNATION -  78 79 A 39 RM 1
 AQ2619  PID         -  AQ2619
 AQ2619  STATE/COUNTY-  FL/ST JOHNS
 AQ2619  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ2619
 AQ2619                         *CURRENT SURVEY CONTROL
 AQ2619  ___________________________________________________________________
 AQ2619* NAD 83(1986)-  29 55 13.     (N)    081 17 36.     (W)     SCALED    
 AQ2619* NAVD 88     -         2.120  (meters)       6.96   (feet)  ADJUSTED  
 AQ2619  ___________________________________________________________________
 AQ2619  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AQ2619  DYNAMIC HT  -           2.118 (meters)       6.95  (feet)  COMP
 AQ2619  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 AQ2619
 AQ2619  VERT ORDER  -  SECOND    CLASS I
 AQ2619
 AQ2619.The horizontal coordinates were scaled from a topographic map and have
 AQ2619.an estimated accuracy of +/- 6 seconds.
 AQ2619
 AQ2619.The orthometric height was determined by differential leveling
 AQ2619.and adjusted by the National Geodetic Survey in April 2002..
 AQ2619.No vertical observational check was made to the station.
 AQ2619
 AQ2619.This Tidal Bench Mark is designated as VM 5200
 AQ2619.by the Center for Operational Oceanographic Products and Services.
 AQ2619
 AQ2619.The geoid height was determined by GEOID03.
 AQ2619
 AQ2619.The dynamic height is computed by dividing the NAVD 88
 AQ2619.geopotential number by the normal gravity value computed on the
 AQ2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2619.degrees latitude (g = 980.6199 gals.).
 AQ2619
 AQ2619.The modeled gravity was interpolated from observed gravity values.
 AQ2619
 AQ2619;                    North         East    Units  Estimated Accuracy
 AQ2619;SPC FL E     -   619,070.      171,680.      MT  (+/- 180 meters Scaled)
 AQ2619
 AQ2619                          SUPERSEDED SURVEY CONTROL
 AQ2619
 AQ2619  NAVD 88 (??/??/92)    2.120  (m)            6.96   (f) UNKNOWN     3 0
 AQ2619  NGVD 29 (09/01/92)    2.457  (m)            8.06   (f) ADJUSTED    2 1
 AQ2619
 AQ2619.Superseded values are not recommended for survey control.
 AQ2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2619.See file dsdata.txt to determine how the superseded data were derived.
 AQ2619
 AQ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP716099(NAD 83)
 AQ2619_MARKER: DR = REFERENCE MARK DISK
 AQ2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2619_SP_SET: CONCRETE POST
 AQ2619_STAMPING: 78 79 A 39 RM NO 1
 AQ2619_MARK LOGO: FLDNR 
 AQ2619_PROJECTION: RECESSED 15 CENTIMETERS
 AQ2619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2619+STABILITY: SURFACE MOTION
 AQ2619
 AQ2619  HISTORY     - Date     Condition        Report By
 AQ2619  HISTORY     - 1979     MONUMENTED       FLDT
 AQ2619  HISTORY     - 1985     GOOD             FLDNR
 AQ2619  HISTORY     - 1987     GOOD             FLDNR
 AQ2619
 AQ2619                          STATION DESCRIPTION
 AQ2619
 AQ2619'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2619'IN VILANO BEACH.
 AQ2619'BEGIN AT THE EAST END OF THE VILANO BEACH BRIDGE (STATE ROAD A1A), GO
 AQ2619'0.65 MILE EAST AND NORTH ON A1A TO THE MARK.  THE MARK BEARS 28.2
 AQ2619'FEET WEST OF THE CENTERLINE OF A1A, 122 FEET NORTH OF THE CENTERLINE
 AQ2619'OF CEDAR AVENUE, AND 1 FOOT EAST OF A WITNESS POST.
 AQ2619
 AQ2619                          STATION RECOVERY (1987)
 AQ2619
 AQ2619'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ2619'RECOVERED AS DESCRIBED.  THE MARK IS 1.0 E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1915 ***********************************************************************
 AG1915  DESIGNATION -  78 ERS USGS
 AG1915  PID         -  AG1915
 AG1915  STATE/COUNTY-  FL/CHARLOTTE
 AG1915  USGS QUAD   -  MURDOCK (1987)
 AG1915
 AG1915                         *CURRENT SURVEY CONTROL
 AG1915  ___________________________________________________________________
 AG1915* NAD 83(1986)-  27 01 04.     (N)    082 10 35.     (W)     SCALED    
 AG1915* NAVD 88     -         3.333  (meters)      10.94   (feet)  ADJUSTED  
 AG1915  ___________________________________________________________________
 AG1915  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AG1915  DYNAMIC HT  -           3.328 (meters)      10.92  (feet)  COMP
 AG1915  MODELED GRAV-     979,123.0   (mgal)                       NAVD 88
 AG1915
 AG1915  VERT ORDER  -  FIRST     CLASS I
 AG1915
 AG1915.The horizontal coordinates were scaled from a topographic map and have
 AG1915.an estimated accuracy of +/- 6 seconds.
 AG1915
 AG1915.The orthometric height was determined by differential leveling
 AG1915.and adjusted by the National Geodetic Survey in June 1991..
 AG1915
 AG1915.The geoid height was determined by GEOID03.
 AG1915
 AG1915.The dynamic height is computed by dividing the NAVD 88
 AG1915.geopotential number by the normal gravity value computed on the
 AG1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1915.degrees latitude (g = 980.6199 gals.).
 AG1915
 AG1915.The modeled gravity was interpolated from observed gravity values.
 AG1915
 AG1915;                    North         East    Units  Estimated Accuracy
 AG1915;SPC FL W     -   297,390.      182,500.      MT  (+/- 180 meters Scaled)
 AG1915
 AG1915                          SUPERSEDED SURVEY CONTROL
 AG1915
 AG1915  NGVD 29 (??/??/92)    3.68   (m)           12.1    (f) COMPUTED    1 1
 AG1915
 AG1915.Superseded values are not recommended for survey control.
 AG1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1915.See file dsdata.txt to determine how the superseded data were derived.
 AG1915
 AG1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK832889(NAD 83)
 AG1915_MARKER: DD = SURVEY DISK
 AG1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1915_STAMPING: 78 ERS 1952
 AG1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1915+STABILITY: SURFACE MOTION
 AG1915
 AG1915  HISTORY     - Date     Condition        Report By
 AG1915  HISTORY     - 1952     MONUMENTED       USGS
 AG1915  HISTORY     - 1974     GOOD             NGS
 AG1915  HISTORY     - 19910505 GOOD             USPSQD
 AG1915  HISTORY     - 19940530 GOOD             USPSQD
 AG1915
 AG1915                          STATION DESCRIPTION
 AG1915
 AG1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AG1915'5 MI SE FROM NORTH PORT CHARLOTTE.
 AG1915'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG1915'S. BISCAYNE DRIVE IN NORTH PORT CHARLOTTE, 1.9 MILES NORTHWEST OF
 AG1915'THE CROSSING OF THE SEABOARD AIR LINE RAILROAD, 81 FEET SOUTH OF
 AG1915'THE CENTER OF U.S. HIGHWAY 41, 61 FEET WEST OF AN UTILITY POLE,
 AG1915'80 FEET EAST OF THE CENTER OF A SURFACED ROAD TO SOUTH, 1.8 FEET
 AG1915'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AG1915'HIGHWAY AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AG1915'PROJECTS ABOUT 8-INCHES ABOVE THE GROUND SURFACE.
 AG1915
 AG1915                          STATION RECOVERY (1991)
 AG1915
 AG1915'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AG1915'RECOVERED IN GOOD CONDITION.
 AG1915
 AG1915                          STATION RECOVERY (1994)
 AG1915
 AG1915'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6284 ***********************************************************************
 AD6284  DESIGNATION -  7/8 PB CO
 AD6284  PID         -  AD6284
 AD6284  STATE/COUNTY-  FL/PALM BEACH
 AD6284  USGS QUAD   -  JUPITER (1983)
 AD6284
 AD6284                         *CURRENT SURVEY CONTROL
 AD6284  ___________________________________________________________________
 AD6284* NAD 83(1986)-  26 54 43.     (N)    080 04 40.     (W)     SCALED    
 AD6284* NAVD 88     -         1.454  (meters)       4.77   (feet)  ADJUSTED  
 AD6284  ___________________________________________________________________
 AD6284  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AD6284  DYNAMIC HT  -           1.452 (meters)       4.76  (feet)  COMP
 AD6284  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 AD6284
 AD6284  VERT ORDER  -  SECOND    CLASS I
 AD6284
 AD6284.The horizontal coordinates were scaled from a topographic map and have
 AD6284.an estimated accuracy of +/- 6 seconds.
 AD6284
 AD6284.The orthometric height was determined by differential leveling
 AD6284.and adjusted by the National Geodetic Survey in June 1991..
 AD6284
 AD6284.The geoid height was determined by GEOID03.
 AD6284
 AD6284.The dynamic height is computed by dividing the NAVD 88
 AD6284.geopotential number by the normal gravity value computed on the
 AD6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6284.degrees latitude (g = 980.6199 gals.).
 AD6284
 AD6284.The modeled gravity was interpolated from observed gravity values.
 AD6284
 AD6284;                    North         East    Units  Estimated Accuracy
 AD6284;SPC FL E     -   285,980.      291,600.      MT  (+/- 180 meters Scaled)
 AD6284
 AD6284                          SUPERSEDED SURVEY CONTROL
 AD6284
 AD6284  NGVD 29 (09/01/92)    1.911  (m)            6.27   (f) ADJUSTED    2 1
 AD6284
 AD6284.Superseded values are not recommended for survey control.
 AD6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6284.See file dsdata.txt to determine how the superseded data were derived.
 AD6284
 AD6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915770(NAD 83)
 AD6284_MARKER: DD = SURVEY DISK
 AD6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6284_SP_SET: CONCRETE POST
 AD6284_STAMPING: 7/8
 AD6284_MARK LOGO: FL-099
 AD6284_PROJECTION: PROJECTING 5 CENTIMETERS
 AD6284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6284+STABILITY: SURFACE MOTION
 AD6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6284+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 AD6284
 AD6284  HISTORY     - Date     Condition        Report By
 AD6284  HISTORY     - UNK      MONUMENTED       FL-099
 AD6284  HISTORY     - 1981     GOOD             FLDNR
 AD6284  HISTORY     - 20020218 GOOD             USPSQD
 AD6284  HISTORY     - 20030221 GOOD             USPSQD
 AD6284  HISTORY     - 20040228 GOOD             USPSQD
 AD6284
 AD6284                          STATION DESCRIPTION
 AD6284
 AD6284'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6284'2.4 MI SSE FROM JUPITER.
 AD6284'BEGIN AT THE SOUTH END OF THE U.S HIGHWAY 1 BRIDGE OVER THE
 AD6284'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. HIGHWAY 1 TO THE
 AD6284'JUNCTION OF A SAND TRAIL (WHERE AN EAST-WEST POWER LINE CROSSES THE
 AD6284'HIGHWAY), GO 0.75 MILE WEST ALONG THE SAND TRAIL PARALLELING THE POWER
 AD6284'LINE TO THE MARK.  THE MARK BEARS 19 FEET SOUTH OF THE CENTERLINE OF
 AD6284'THE SAND TRAIL, 136 FEET WEST-SOUTHWEST OF POWER POLE 20D4, 25 FEET
 AD6284'NORTHWEST OF A 24-INCH PINE TREE, AND 16.3 FEET NORTH OF SECTION
 AD6284'CORNER 18/17.
 AD6284
 AD6284                          STATION RECOVERY (2002)
 AD6284
 AD6284'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6284'STAMPING ON MARK IS 7 18 (NOT 7 / 8). MARK IS NOW 17 FEET SOUTH OF
 AD6284'CENTERLINE OF SAND TRAIL. POWER POLE (WOODEN) 20D4 IS 6 FEET EAST NEW
 AD6284'NEW CONCRETE POWER POLE ALSO NUMBERED 20D4.
 AD6284
 AD6284                          STATION RECOVERY (2003)
 AD6284
 AD6284'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6284'WOODEN POWER POLE 20D4 HAS BEEN REMOVED.
 AD6284
 AD6284                          STATION RECOVERY (2004)
 AD6284
 AD6284'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0147 ***********************************************************************
 AQ0147  DESIGNATION -  78 PTS 15
 AQ0147  PID         -  AQ0147
 AQ0147  STATE/COUNTY-  FL/PUTNAM
 AQ0147  USGS QUAD   -  SATSUMA (1980)
 AQ0147
 AQ0147                         *CURRENT SURVEY CONTROL
 AQ0147  ___________________________________________________________________
 AQ0147* NAD 83(1986)-  29 33 17.     (N)    081 39 25.     (W)     SCALED    
 AQ0147* NAVD 88     -        23.579  (meters)      77.36   (feet)  ADJUSTED  
 AQ0147  ___________________________________________________________________
 AQ0147  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ0147  DYNAMIC HT  -          23.547 (meters)      77.25  (feet)  COMP
 AQ0147  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 AQ0147
 AQ0147  VERT ORDER  -  FIRST     CLASS II
 AQ0147
 AQ0147.The horizontal coordinates were scaled from a topographic map and have
 AQ0147.an estimated accuracy of +/- 6 seconds.
 AQ0147
 AQ0147.The orthometric height was determined by differential leveling
 AQ0147.and adjusted by the National Geodetic Survey in June 1991..
 AQ0147
 AQ0147.The geoid height was determined by GEOID03.
 AQ0147
 AQ0147.The dynamic height is computed by dividing the NAVD 88
 AQ0147.geopotential number by the normal gravity value computed on the
 AQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0147.degrees latitude (g = 980.6199 gals.).
 AQ0147
 AQ0147.The modeled gravity was interpolated from observed gravity values.
 AQ0147
 AQ0147;                    North         East    Units  Estimated Accuracy
 AQ0147;SPC FL E     -   578,690.      136,340.      MT  (+/- 180 meters Scaled)
 AQ0147
 AQ0147                          SUPERSEDED SURVEY CONTROL
 AQ0147
 AQ0147  NGVD 29 (??/??/92)   23.864  (m)           78.29   (f) ADJ UNCH    1 2
 AQ0147
 AQ0147.Superseded values are not recommended for survey control.
 AQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0147.See file dsdata.txt to determine how the superseded data were derived.
 AQ0147
 AQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN363696(NAD 83)
 AQ0147_MARKER: DD = SURVEY DISK
 AQ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0147_STAMPING: 78 PRIMARY TRAVERSE STATION NO 15
 AQ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0147+STABILITY: SURFACE MOTION
 AQ0147
 AQ0147  HISTORY     - Date     Condition        Report By
 AQ0147  HISTORY     - UNK      MONUMENTED       USGS
 AQ0147  HISTORY     - 1934     GOOD             NGS
 AQ0147
 AQ0147                          STATION DESCRIPTION
 AQ0147
 AQ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AQ0147'AT SATSUMA.
 AQ0147'U.S. GEOLOGICAL SURVEY MARK 78 PRIMARY TRAVERSE STATION NO.
 AQ0147'15, IS LOCATED AT SATSUMA 5.3 MILES NORTH OF A.C.L. DEPOT AT
 AQ0147'POMONA, 150 FEET NORTHWEST OF STATION IN SOUTHWEST CORNER OF
 AQ0147'YARD, 50 FEET EAST OF EAST RAIL OF A.C.L. TRACK.  STANDARD
 AQ0147'TABLET SET IN IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0606 ***********************************************************************
 AC0606  DESIGNATION -  7.89
 AC0606  PID         -  AC0606
 AC0606  STATE/COUNTY-  FL/COLLIER
 AC0606  USGS QUAD   -  OCHOPEE (1990)
 AC0606
 AC0606                         *CURRENT SURVEY CONTROL
 AC0606  ___________________________________________________________________
 AC0606* NAD 83(1986)-  25 54 37.     (N)    081 21 47.     (W)     SCALED    
 AC0606* NAVD 88     -         2.054  (meters)       6.74   (feet)  ADJUSTED  
 AC0606  ___________________________________________________________________
 AC0606  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AC0606  DYNAMIC HT  -           2.051 (meters)       6.73  (feet)  COMP
 AC0606  MODELED GRAV-     979,020.9   (mgal)                       NAVD 88
 AC0606
 AC0606  VERT ORDER  -  FIRST     CLASS I
 AC0606
 AC0606.The horizontal coordinates were scaled from a topographic map and have
 AC0606.an estimated accuracy of +/- 6 seconds.
 AC0606
 AC0606.The orthometric height was determined by differential leveling
 AC0606.and adjusted by the National Geodetic Survey in September 1992..
 AC0606
 AC0606.The geoid height was determined by GEOID03.
 AC0606
 AC0606.The dynamic height is computed by dividing the NAVD 88
 AC0606.geopotential number by the normal gravity value computed on the
 AC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0606.degrees latitude (g = 980.6199 gals.).
 AC0606
 AC0606.The modeled gravity was interpolated from observed gravity values.
 AC0606
 AC0606;                    North         East    Units  Estimated Accuracy
 AC0606;SPC FL E     -   174,730.      163,630.      MT  (+/- 180 meters Scaled)
 AC0606
 AC0606                          SUPERSEDED SURVEY CONTROL
 AC0606
 AC0606  NAVD 88 (06/15/91)    2.054  (m)            6.74   (f) UNKNOWN     1 1
 AC0606  NGVD 29 (09/01/92)    2.472  (m)            8.11   (f) ADJUSTED    1 1
 AC0606
 AC0606.Superseded values are not recommended for survey control.
 AC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0606.See file dsdata.txt to determine how the superseded data were derived.
 AC0606
 AC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ636657(NAD 83)
 AC0606_MARKER: DD = SURVEY DISK
 AC0606_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0606_SP_SET: ABUTMENT
 AC0606_STAMPING: 7.89
 AC0606_MARK LOGO: FLDT  
 AC0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC0606+STABILITY: POSITION/ELEVATION WELL
 AC0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0606+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC0606
 AC0606  HISTORY     - Date     Condition        Report By
 AC0606  HISTORY     - UNK      MONUMENTED       FLDT
 AC0606  HISTORY     - 1965     GOOD             NGS
 AC0606  HISTORY     - 1990     GOOD             USPSQD
 AC0606  HISTORY     - 19920226 GOOD             NGS
 AC0606  HISTORY     - 19991231 GOOD             USPSQD
 AC0606
 AC0606                          STATION DESCRIPTION
 AC0606
 AC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0606'4.1 MI W FROM OCHOPEE.
 AC0606'ABOUT 4.1 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AC0606'AT OCHOPEE, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF STATE
 AC0606'HIGHWAY 29, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AC0606'CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 76 A, 16.5 FEET SOUTHWEST
 AC0606'OF THE CENTER LINE OF THE HIGHWAY, 124.0 FEET WEST OF AND ACROSS
 AC0606'THE HIGHWAY FROM B. M. G 249 (S.R.D.) DESCRIBED, AND ABOUT 0.5
 AC0606'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0606
 AC0606                          STATION RECOVERY (1990)
 AC0606
 AC0606'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0606'RECOVERED IN GOOD CONDITION.
 AC0606
 AC0606                          STATION RECOVERY (1992)
 AC0606
 AC0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0606'50.8 KM (31.55 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0606'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF
 AC0606'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE NUMBER 030076,
 AC0606'5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M
 AC0606'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0606
 AC0606                          STATION RECOVERY (1999)
 AC0606
 AC0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5439 ***********************************************************************
 AK5439  DESIGNATION -  79 78 A 01 FLDNR
 AK5439  PID         -  AK5439
 AK5439  STATE/COUNTY-  FL/VOLUSIA
 AK5439  USGS QUAD   -  ARIEL (1970)
 AK5439
 AK5439                         *CURRENT SURVEY CONTROL
 AK5439  ___________________________________________________________________
 AK5439* NAD 83(1986)-  28 52 58.     (N)    080 47 32.     (W)     SCALED    
 AK5439* NAVD 88     -         5.916  (meters)      19.41   (feet)  ADJUSTED  
 AK5439  ___________________________________________________________________
 AK5439  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK5439  DYNAMIC HT  -           5.908 (meters)      19.38  (feet)  COMP
 AK5439  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AK5439
 AK5439  VERT ORDER  -  SECOND    CLASS II
 AK5439
 AK5439.The horizontal coordinates were scaled from a topographic map and have
 AK5439.an estimated accuracy of +/- 6 seconds.
 AK5439
 AK5439.The orthometric height was determined by differential leveling
 AK5439.and adjusted by the National Geodetic Survey in June 1991..
 AK5439
 AK5439.The geoid height was determined by GEOID03.
 AK5439
 AK5439.The dynamic height is computed by dividing the NAVD 88
 AK5439.geopotential number by the normal gravity value computed on the
 AK5439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5439.degrees latitude (g = 980.6199 gals.).
 AK5439
 AK5439.The modeled gravity was interpolated from observed gravity values.
 AK5439
 AK5439;                    North         East    Units  Estimated Accuracy
 AK5439;SPC FL E     -   504,060.      220,270.      MT  (+/- 180 meters Scaled)
 AK5439
 AK5439                          SUPERSEDED SURVEY CONTROL
 AK5439
 AK5439  NGVD 29 (09/01/92)    6.298  (m)           20.66   (f) ADJUSTED    2 2
 AK5439
 AK5439.Superseded values are not recommended for survey control.
 AK5439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5439.See file dsdata.txt to determine how the superseded data were derived.
 AK5439
 AK5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM202950(NAD 83)
 AK5439_MARKER: DD = SURVEY DISK
 AK5439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5439_SP_SET: CONCRETE POST
 AK5439_STAMPING: 79 78 A01
 AK5439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5439+STABILITY: SURFACE MOTION
 AK5439
 AK5439  HISTORY     - Date     Condition        Report By
 AK5439  HISTORY     - 1978     MONUMENTED       FLDT
 AK5439
 AK5439                          STATION DESCRIPTION
 AK5439
 AK5439'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5439'13.2 MI SE FROM NEW SMYRNA BEACH.
 AK5439'BEGIN AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5439'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO THE
 AK5439'END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD FOR
 AK5439'3.6 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 134 FEET
 AK5439'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD, 22 FEET SOUTH OF THE
 AK5439'SAND TRAIL TO BEACH AND 10 FEET SOUTHWEST OF THE EAST EDGE OF THE
 AK5439'SAND DUNE LINE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AK5439'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5441 ***********************************************************************
 AK5441  DESIGNATION -  79 78 A 01 RM 1 FLDT
 AK5441  PID         -  AK5441
 AK5441  STATE/COUNTY-  FL/VOLUSIA
 AK5441  USGS QUAD   -  ARIEL (1970)
 AK5441
 AK5441                         *CURRENT SURVEY CONTROL
 AK5441  ___________________________________________________________________
 AK5441* NAD 83(1986)-  28 52 58.     (N)    080 47 32.     (W)     SCALED    
 AK5441* NAVD 88     -         5.602  (meters)      18.38   (feet)  ADJUSTED  
 AK5441  ___________________________________________________________________
 AK5441  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK5441  DYNAMIC HT  -           5.594 (meters)      18.35  (feet)  COMP
 AK5441  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AK5441
 AK5441  VERT ORDER  -  SECOND    CLASS II
 AK5441
 AK5441.The horizontal coordinates were scaled from a topographic map and have
 AK5441.an estimated accuracy of +/- 6 seconds.
 AK5441
 AK5441.The orthometric height was determined by differential leveling
 AK5441.and adjusted by the National Geodetic Survey in June 1991..
 AK5441
 AK5441.The geoid height was determined by GEOID03.
 AK5441
 AK5441.The dynamic height is computed by dividing the NAVD 88
 AK5441.geopotential number by the normal gravity value computed on the
 AK5441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5441.degrees latitude (g = 980.6199 gals.).
 AK5441
 AK5441.The modeled gravity was interpolated from observed gravity values.
 AK5441
 AK5441;                    North         East    Units  Estimated Accuracy
 AK5441;SPC FL E     -   504,060.      220,270.      MT  (+/- 180 meters Scaled)
 AK5441
 AK5441                          SUPERSEDED SURVEY CONTROL
 AK5441
 AK5441  NGVD 29 (09/01/92)    5.984  (m)           19.63   (f) ADJUSTED    2 2
 AK5441
 AK5441.Superseded values are not recommended for survey control.
 AK5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5441.See file dsdata.txt to determine how the superseded data were derived.
 AK5441
 AK5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM202950(NAD 83)
 AK5441_MARKER: DD = SURVEY DISK
 AK5441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5441_SP_SET: 4X4 PRECAST
 AK5441_STAMPING: 79 78 A01 RM NO 1
 AK5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5441+STABILITY: SURFACE MOTION
 AK5441
 AK5441  HISTORY     - Date     Condition        Report By
 AK5441  HISTORY     - 1978     MONUMENTED       FLDT
 AK5441
 AK5441                          STATION DESCRIPTION
 AK5441
 AK5441'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5441'13.2 MI SE FROM NEW SMYRNA BEACH.
 AK5441'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT NEW
 AK5441'SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO THE
 AK5441'END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD FOR
 AK5441'3.6 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 16 FEET
 AK5441'NORTHWEST OF THE CENTERLINE OF THE SAND TRAIL AND 12 FEET SOUTHWEST
 AK5441'OF THE EAST EDGE OF THE SAND DUNE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5440 ***********************************************************************
 AK5440  DESIGNATION -  79 78 A 01 RM 2 FLDT
 AK5440  PID         -  AK5440
 AK5440  STATE/COUNTY-  FL/VOLUSIA
 AK5440  USGS QUAD   -  ARIEL (1970)
 AK5440
 AK5440                         *CURRENT SURVEY CONTROL
 AK5440  ___________________________________________________________________
 AK5440* NAD 83(1986)-  28 52 58.     (N)    080 47 32.     (W)     SCALED    
 AK5440* NAVD 88     -         5.616  (meters)      18.43   (feet)  ADJUSTED  
 AK5440  ___________________________________________________________________
 AK5440  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK5440  DYNAMIC HT  -           5.608 (meters)      18.40  (feet)  COMP
 AK5440  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AK5440
 AK5440  VERT ORDER  -  SECOND    CLASS II
 AK5440
 AK5440.The horizontal coordinates were scaled from a topographic map and have
 AK5440.an estimated accuracy of +/- 6 seconds.
 AK5440
 AK5440.The orthometric height was determined by differential leveling
 AK5440.and adjusted by the National Geodetic Survey in June 1991..
 AK5440
 AK5440.The geoid height was determined by GEOID03.
 AK5440
 AK5440.The dynamic height is computed by dividing the NAVD 88
 AK5440.geopotential number by the normal gravity value computed on the
 AK5440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5440.degrees latitude (g = 980.6199 gals.).
 AK5440
 AK5440.The modeled gravity was interpolated from observed gravity values.
 AK5440
 AK5440;                    North         East    Units  Estimated Accuracy
 AK5440;SPC FL E     -   504,060.      220,270.      MT  (+/- 180 meters Scaled)
 AK5440
 AK5440                          SUPERSEDED SURVEY CONTROL
 AK5440
 AK5440  NGVD 29 (09/01/92)    5.998  (m)           19.68   (f) ADJUSTED    2 2
 AK5440
 AK5440.Superseded values are not recommended for survey control.
 AK5440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5440.See file dsdata.txt to determine how the superseded data were derived.
 AK5440
 AK5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM202950(NAD 83)
 AK5440_MARKER: DD = SURVEY DISK
 AK5440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5440_SP_SET: 4X4 PRECAST
 AK5440_STAMPING: 79 78 A01 RM NO 2
 AK5440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5440+STABILITY: SURFACE MOTION
 AK5440
 AK5440  HISTORY     - Date     Condition        Report By
 AK5440  HISTORY     - 1978     MONUMENTED       FLDT
 AK5440
 AK5440                          STATION DESCRIPTION
 AK5440
 AK5440'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5440'13.2 MI SE FROM NEW SMYRNA BEACH.
 AK5440'BEGIN AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5440'NEW SMYRNA BEACH. PROCEED SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES
 AK5440'TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT
 AK5440'ROAD FOR 3.6 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS
 AK5440'47 FEET SOUTHWEST OF THE CENTERLINE OF THE SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5443 ***********************************************************************
 AK5443  DESIGNATION -  79 78 A 02 FLDNR
 AK5443  PID         -  AK5443
 AK5443  STATE/COUNTY-  FL/VOLUSIA
 AK5443  USGS QUAD   -  ARIEL (1970)
 AK5443
 AK5443                         *CURRENT SURVEY CONTROL
 AK5443  ___________________________________________________________________
 AK5443* NAD 83(1986)-  28 53 29.     (N)    080 47 54.     (W)     SCALED    
 AK5443* NAVD 88     -         5.196  (meters)      17.05   (feet)  ADJUSTED  
 AK5443  ___________________________________________________________________
 AK5443  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5443  DYNAMIC HT  -           5.189 (meters)      17.02  (feet)  COMP
 AK5443  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AK5443
 AK5443  VERT ORDER  -  SECOND    CLASS II
 AK5443
 AK5443.The horizontal coordinates were scaled from a topographic map and have
 AK5443.an estimated accuracy of +/- 6 seconds.
 AK5443
 AK5443.The orthometric height was determined by differential leveling
 AK5443.and adjusted by the National Geodetic Survey in June 1991..
 AK5443
 AK5443.The geoid height was determined by GEOID03.
 AK5443
 AK5443.The dynamic height is computed by dividing the NAVD 88
 AK5443.geopotential number by the normal gravity value computed on the
 AK5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5443.degrees latitude (g = 980.6199 gals.).
 AK5443
 AK5443.The modeled gravity was interpolated from observed gravity values.
 AK5443
 AK5443;                    North         East    Units  Estimated Accuracy
 AK5443;SPC FL E     -   505,010.      219,670.      MT  (+/- 180 meters Scaled)
 AK5443
 AK5443                          SUPERSEDED SURVEY CONTROL
 AK5443
 AK5443  NGVD 29 (09/01/92)    5.577  (m)           18.30   (f) ADJUSTED    2 2
 AK5443
 AK5443.Superseded values are not recommended for survey control.
 AK5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5443.See file dsdata.txt to determine how the superseded data were derived.
 AK5443
 AK5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM196959(NAD 83)
 AK5443_MARKER: DD = SURVEY DISK
 AK5443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5443_SP_SET: CONCRETE POST
 AK5443_STAMPING: 79 78 A02
 AK5443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5443+STABILITY: SURFACE MOTION
 AK5443
 AK5443  HISTORY     - Date     Condition        Report By
 AK5443  HISTORY     - 1978     MONUMENTED       FLDT
 AK5443
 AK5443                          STATION DESCRIPTION
 AK5443
 AK5443'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5443'12.5 MI SE FROM NEW SMYRNA BEACH.
 AK5443'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5443'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5443'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5443'FOR 2.9 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 43
 AK5443'FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD, 9 FEET SOUTH-
 AK5443'EAST OF A NO DRIVING ON SAND DUNES SIGN AND 9 FEET SOUTHEAST OF THE
 AK5443'CENTERLINE OF THE SAND TRAIL. MARK IS A FLORIDA DEPARTMENT OF
 AK5443'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AK5443'TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5444 ***********************************************************************
 AK5444  DESIGNATION -  79 78 A 02 RM 1 FLDT
 AK5444  PID         -  AK5444
 AK5444  STATE/COUNTY-  FL/VOLUSIA
 AK5444  USGS QUAD   -  ARIEL (1970)
 AK5444
 AK5444                         *CURRENT SURVEY CONTROL
 AK5444  ___________________________________________________________________
 AK5444* NAD 83(1986)-  28 53 29.     (N)    080 47 54.     (W)     SCALED    
 AK5444* NAVD 88     -         4.481  (meters)      14.70   (feet)  ADJUSTED  
 AK5444  ___________________________________________________________________
 AK5444  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5444  DYNAMIC HT  -           4.475 (meters)      14.68  (feet)  COMP
 AK5444  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AK5444
 AK5444  VERT ORDER  -  SECOND    CLASS II
 AK5444
 AK5444.The horizontal coordinates were scaled from a topographic map and have
 AK5444.an estimated accuracy of +/- 6 seconds.
 AK5444
 AK5444.The orthometric height was determined by differential leveling
 AK5444.and adjusted by the National Geodetic Survey in June 1991..
 AK5444
 AK5444.The geoid height was determined by GEOID03.
 AK5444
 AK5444.The dynamic height is computed by dividing the NAVD 88
 AK5444.geopotential number by the normal gravity value computed on the
 AK5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5444.degrees latitude (g = 980.6199 gals.).
 AK5444
 AK5444.The modeled gravity was interpolated from observed gravity values.
 AK5444
 AK5444;                    North         East    Units  Estimated Accuracy
 AK5444;SPC FL E     -   505,010.      219,670.      MT  (+/- 180 meters Scaled)
 AK5444
 AK5444                          SUPERSEDED SURVEY CONTROL
 AK5444
 AK5444  NGVD 29 (09/01/92)    4.862  (m)           15.95   (f) ADJUSTED    2 2
 AK5444
 AK5444.Superseded values are not recommended for survey control.
 AK5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5444.See file dsdata.txt to determine how the superseded data were derived.
 AK5444
 AK5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM196959(NAD 83)
 AK5444_MARKER: DD = SURVEY DISK
 AK5444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5444_SP_SET: 4X4 PRECAST
 AK5444_STAMPING: 79 78 A02 RM NO 1
 AK5444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5444+STABILITY: SURFACE MOTION
 AK5444
 AK5444  HISTORY     - Date     Condition        Report By
 AK5444  HISTORY     - 1978     MONUMENTED       FLDT
 AK5444
 AK5444                          STATION DESCRIPTION
 AK5444
 AK5444'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5444'12.5 MI SE FROM NEW SMYRNA BEACH.
 AK5444'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5444'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5444'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5444'FOR 2.9 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 110
 AK5444'FEET SOUTHWEST OF THE EAST EDGE OF THE SAND DUNE LINE, 70 FEET
 AK5444'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD AND 8 FEET NORTHWEST
 AK5444'OF THE CENTERLINE OF THE SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5442 ***********************************************************************
 AK5442  DESIGNATION -  79 78 A 02 RM 2 FLDT
 AK5442  PID         -  AK5442
 AK5442  STATE/COUNTY-  FL/VOLUSIA
 AK5442  USGS QUAD   -  ARIEL (1970)
 AK5442
 AK5442                         *CURRENT SURVEY CONTROL
 AK5442  ___________________________________________________________________
 AK5442* NAD 83(1986)-  28 53 29.     (N)    080 47 54.     (W)     SCALED    
 AK5442* NAVD 88     -         5.564  (meters)      18.25   (feet)  ADJUSTED  
 AK5442  ___________________________________________________________________
 AK5442  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5442  DYNAMIC HT  -           5.556 (meters)      18.23  (feet)  COMP
 AK5442  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AK5442
 AK5442  VERT ORDER  -  SECOND    CLASS II
 AK5442
 AK5442.The horizontal coordinates were scaled from a topographic map and have
 AK5442.an estimated accuracy of +/- 6 seconds.
 AK5442
 AK5442.The orthometric height was determined by differential leveling
 AK5442.and adjusted by the National Geodetic Survey in June 1991..
 AK5442
 AK5442.The geoid height was determined by GEOID03.
 AK5442
 AK5442.The dynamic height is computed by dividing the NAVD 88
 AK5442.geopotential number by the normal gravity value computed on the
 AK5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5442.degrees latitude (g = 980.6199 gals.).
 AK5442
 AK5442.The modeled gravity was interpolated from observed gravity values.
 AK5442
 AK5442;                    North         East    Units  Estimated Accuracy
 AK5442;SPC FL E     -   505,010.      219,670.      MT  (+/- 180 meters Scaled)
 AK5442
 AK5442                          SUPERSEDED SURVEY CONTROL
 AK5442
 AK5442  NGVD 29 (09/01/92)    5.945  (m)           19.50   (f) ADJUSTED    2 2
 AK5442
 AK5442.Superseded values are not recommended for survey control.
 AK5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5442.See file dsdata.txt to determine how the superseded data were derived.
 AK5442
 AK5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM196959(NAD 83)
 AK5442_MARKER: DD = SURVEY DISK
 AK5442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5442_SP_SET: 4X4 PRECAST
 AK5442_STAMPING: 79 78 A02 RM NO 2
 AK5442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5442+STABILITY: SURFACE MOTION
 AK5442
 AK5442  HISTORY     - Date     Condition        Report By
 AK5442  HISTORY     - 1978     MONUMENTED       FLDT
 AK5442
 AK5442                          STATION DESCRIPTION
 AK5442
 AK5442'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5442'12.5 MI SE FROM NEW SMYRNA BEACH.
 AK5442'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5442'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5442'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5442'FOR 2.9 MILES TO A SAND TRAIL LEADING TO BEACH.  THE MARK BEARS 23
 AK5442'FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD AND 8 FEET
 AK5442'SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5448 ***********************************************************************
 AK5448  DESIGNATION -  79 78 A 03 FLDNR
 AK5448  PID         -  AK5448
 AK5448  STATE/COUNTY-  FL/VOLUSIA
 AK5448  USGS QUAD   -  ARIEL (1970)
 AK5448
 AK5448                         *CURRENT SURVEY CONTROL
 AK5448  ___________________________________________________________________
 AK5448* NAD 83(1986)-  28 53 56.     (N)    080 48 11.     (W)     SCALED    
 AK5448* NAVD 88     -         5.288  (meters)      17.35   (feet)  ADJUSTED  
 AK5448  ___________________________________________________________________
 AK5448  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5448  DYNAMIC HT  -           5.280 (meters)      17.32  (feet)  COMP
 AK5448  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AK5448
 AK5448  VERT ORDER  -  SECOND    CLASS II
 AK5448
 AK5448.The horizontal coordinates were scaled from a topographic map and have
 AK5448.an estimated accuracy of +/- 6 seconds.
 AK5448
 AK5448.The orthometric height was determined by differential leveling
 AK5448.and adjusted by the National Geodetic Survey in June 1991..
 AK5448
 AK5448.The geoid height was determined by GEOID03.
 AK5448
 AK5448.The dynamic height is computed by dividing the NAVD 88
 AK5448.geopotential number by the normal gravity value computed on the
 AK5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5448.degrees latitude (g = 980.6199 gals.).
 AK5448
 AK5448.The modeled gravity was interpolated from observed gravity values.
 AK5448
 AK5448;                    North         East    Units  Estimated Accuracy
 AK5448;SPC FL E     -   505,840.      219,210.      MT  (+/- 180 meters Scaled)
 AK5448
 AK5448                          SUPERSEDED SURVEY CONTROL
 AK5448
 AK5448  NGVD 29 (09/01/92)    5.668  (m)           18.60   (f) ADJUSTED    2 2
 AK5448
 AK5448.Superseded values are not recommended for survey control.
 AK5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5448.See file dsdata.txt to determine how the superseded data were derived.
 AK5448
 AK5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM192967(NAD 83)
 AK5448_MARKER: DD = SURVEY DISK
 AK5448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5448_SP_SET: CONCRETE POST
 AK5448_STAMPING: 79 78 A03
 AK5448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5448+STABILITY: SURFACE MOTION
 AK5448
 AK5448  HISTORY     - Date     Condition        Report By
 AK5448  HISTORY     - 1978     MONUMENTED       FLDT
 AK5448
 AK5448                          STATION DESCRIPTION
 AK5448
 AK5448'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5448'11.9 MI SE FROM NEW SMYRNA BEACH.
 AK5448'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5448'THE NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES
 AK5448'TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT
 AK5448'ROAD FOR 2.3 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK
 AK5448'BEARS 22 FEET SOUTHWEST OF THE EAST EDGE OF THE SAND DUNE LINE,
 AK5448'14 FEET NORTHWEST OF CENTERLINE OF THE SAND TRAIL AND 13.2 FEET
 AK5448'WEST OF THE SOUTHWEST END OF THE WOODEN HANDRAIL OF THE WALKWAY TO
 AK5448'BEACH.
 AK5448'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5448'FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5446 ***********************************************************************
 AK5446  DESIGNATION -  79 78 A 03 RM 1 FLDT
 AK5446  PID         -  AK5446
 AK5446  STATE/COUNTY-  FL/VOLUSIA
 AK5446  USGS QUAD   -  ARIEL (1970)
 AK5446
 AK5446                         *CURRENT SURVEY CONTROL
 AK5446  ___________________________________________________________________
 AK5446* NAD 83(1986)-  28 53 56.     (N)    080 48 11.     (W)     SCALED    
 AK5446* NAVD 88     -         4.684  (meters)      15.37   (feet)  ADJUSTED  
 AK5446  ___________________________________________________________________
 AK5446  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5446  DYNAMIC HT  -           4.677 (meters)      15.34  (feet)  COMP
 AK5446  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AK5446
 AK5446  VERT ORDER  -  SECOND    CLASS II
 AK5446
 AK5446.The horizontal coordinates were scaled from a topographic map and have
 AK5446.an estimated accuracy of +/- 6 seconds.
 AK5446
 AK5446.The orthometric height was determined by differential leveling
 AK5446.and adjusted by the National Geodetic Survey in June 1991..
 AK5446
 AK5446.The geoid height was determined by GEOID03.
 AK5446
 AK5446.The dynamic height is computed by dividing the NAVD 88
 AK5446.geopotential number by the normal gravity value computed on the
 AK5446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5446.degrees latitude (g = 980.6199 gals.).
 AK5446
 AK5446.The modeled gravity was interpolated from observed gravity values.
 AK5446
 AK5446;                    North         East    Units  Estimated Accuracy
 AK5446;SPC FL E     -   505,840.      219,210.      MT  (+/- 180 meters Scaled)
 AK5446
 AK5446                          SUPERSEDED SURVEY CONTROL
 AK5446
 AK5446  NGVD 29 (09/01/92)    5.064  (m)           16.61   (f) ADJUSTED    2 2
 AK5446
 AK5446.Superseded values are not recommended for survey control.
 AK5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5446.See file dsdata.txt to determine how the superseded data were derived.
 AK5446
 AK5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM192967(NAD 83)
 AK5446_MARKER: DD = SURVEY DISK
 AK5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5446_SP_SET: 4X4 PRECAST
 AK5446_STAMPING: 79 78 A03 RM NO 1
 AK5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5446+STABILITY: SURFACE MOTION
 AK5446
 AK5446  HISTORY     - Date     Condition        Report By
 AK5446  HISTORY     - 1978     MONUMENTED       FLDT
 AK5446
 AK5446                          STATION DESCRIPTION
 AK5446
 AK5446'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5446'11.9 MI SE FROM NEW SMYRNA BEACH.
 AK5446'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5446'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5446'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5446'FOR 2.3 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK BEARS
 AK5446'42.5 FEET SOUTH OF THE SOUTHWEST END OF THE WOODEN HANDRAIL OF THE
 AK5446'WALKWAY TO BEACH AND 30.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AK5446'SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5447 ***********************************************************************
 AK5447  DESIGNATION -  79 78 A 03 RM 2 FLDT
 AK5447  PID         -  AK5447
 AK5447  STATE/COUNTY-  FL/VOLUSIA
 AK5447  USGS QUAD   -  ARIEL (1970)
 AK5447
 AK5447                         *CURRENT SURVEY CONTROL
 AK5447  ___________________________________________________________________
 AK5447* NAD 83(1986)-  28 53 56.     (N)    080 48 11.     (W)     SCALED    
 AK5447* NAVD 88     -         4.769  (meters)      15.65   (feet)  ADJUSTED  
 AK5447  ___________________________________________________________________
 AK5447  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5447  DYNAMIC HT  -           4.762 (meters)      15.62  (feet)  COMP
 AK5447  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AK5447
 AK5447  VERT ORDER  -  SECOND    CLASS II
 AK5447
 AK5447.The horizontal coordinates were scaled from a topographic map and have
 AK5447.an estimated accuracy of +/- 6 seconds.
 AK5447
 AK5447.The orthometric height was determined by differential leveling
 AK5447.and adjusted by the National Geodetic Survey in June 1991..
 AK5447
 AK5447.The geoid height was determined by GEOID03.
 AK5447
 AK5447.The dynamic height is computed by dividing the NAVD 88
 AK5447.geopotential number by the normal gravity value computed on the
 AK5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5447.degrees latitude (g = 980.6199 gals.).
 AK5447
 AK5447.The modeled gravity was interpolated from observed gravity values.
 AK5447
 AK5447;                    North         East    Units  Estimated Accuracy
 AK5447;SPC FL E     -   505,840.      219,210.      MT  (+/- 180 meters Scaled)
 AK5447
 AK5447                          SUPERSEDED SURVEY CONTROL
 AK5447
 AK5447  NGVD 29 (09/01/92)    5.149  (m)           16.89   (f) ADJUSTED    2 2
 AK5447
 AK5447.Superseded values are not recommended for survey control.
 AK5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5447.See file dsdata.txt to determine how the superseded data were derived.
 AK5447
 AK5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM192967(NAD 83)
 AK5447_MARKER: DD = SURVEY DISK
 AK5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5447_SP_SET: 4X4 PRECAST
 AK5447_STAMPING: 79 78 A03 RM NO 2
 AK5447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5447+STABILITY: SURFACE MOTION
 AK5447
 AK5447  HISTORY     - Date     Condition        Report By
 AK5447  HISTORY     - 1978     MONUMENTED       FLDT
 AK5447
 AK5447                          STATION DESCRIPTION
 AK5447
 AK5447'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5447'11.9 MI SE FROM NEW SMYRNA BEACH.
 AK5447'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5447'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5447'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5447'FOR 2.3 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK BEARS
 AK5447'28.5 FEET WEST OF THE SOUTHWEST END OF THE WOODEN HANDRAIL OF THE
 AK5447'WALKWAY TO BEACH AND 23 FEET NORTHWEST OF THE CENTERLINE OF THE
 AK5447'SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5450 ***********************************************************************
 AK5450  DESIGNATION -  79 78 A 04 FLDNR
 AK5450  PID         -  AK5450
 AK5450  STATE/COUNTY-  FL/VOLUSIA
 AK5450  USGS QUAD   -  ARIEL (1970)
 AK5450
 AK5450                         *CURRENT SURVEY CONTROL
 AK5450  ___________________________________________________________________
 AK5450* NAD 83(1986)-  28 54 12.     (N)    080 48 23.     (W)     SCALED    
 AK5450* NAVD 88     -         5.545  (meters)      18.19   (feet)  ADJUSTED  
 AK5450  ___________________________________________________________________
 AK5450  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5450  DYNAMIC HT  -           5.537 (meters)      18.17  (feet)  COMP
 AK5450  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 AK5450
 AK5450  VERT ORDER  -  SECOND    CLASS II
 AK5450
 AK5450.The horizontal coordinates were scaled from a topographic map and have
 AK5450.an estimated accuracy of +/- 6 seconds.
 AK5450
 AK5450.The orthometric height was determined by differential leveling
 AK5450.and adjusted by the National Geodetic Survey in June 1991..
 AK5450
 AK5450.The geoid height was determined by GEOID03.
 AK5450
 AK5450.The dynamic height is computed by dividing the NAVD 88
 AK5450.geopotential number by the normal gravity value computed on the
 AK5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5450.degrees latitude (g = 980.6199 gals.).
 AK5450
 AK5450.The modeled gravity was interpolated from observed gravity values.
 AK5450
 AK5450;                    North         East    Units  Estimated Accuracy
 AK5450;SPC FL E     -   506,330.      218,880.      MT  (+/- 180 meters Scaled)
 AK5450
 AK5450                          SUPERSEDED SURVEY CONTROL
 AK5450
 AK5450  NGVD 29 (09/01/92)    5.925  (m)           19.44   (f) ADJUSTED    2 2
 AK5450
 AK5450.Superseded values are not recommended for survey control.
 AK5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5450.See file dsdata.txt to determine how the superseded data were derived.
 AK5450
 AK5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM188972(NAD 83)
 AK5450_MARKER: DD = SURVEY DISK
 AK5450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5450_SP_SET: CONCRETE POST
 AK5450_STAMPING: 79 78 A04
 AK5450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5450+STABILITY: SURFACE MOTION
 AK5450
 AK5450  HISTORY     - Date     Condition        Report By
 AK5450  HISTORY     - 1978     MONUMENTED       FLDT
 AK5450
 AK5450                          STATION DESCRIPTION
 AK5450
 AK5450'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5450'11.5 MI SE FROM NEW SMYRNA BEACH.
 AK5450'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5450'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5450'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5450'FOR 1.9 MILES TO THE INTERSECTION OF A SAND TRAIL TO BEACH. THE
 AK5450'MARK BEARS 112 FEET EAST SOUTHEAST OF A NO PARKING SIGN, 35 FEET
 AK5450'SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL AND 32 FEET SOUTH-
 AK5450'WEST OF THE EAST EDGE OF THE SAND DUNE LINE. MARK IS A FLORIDA
 AK5450'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AK5450'OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5451 ***********************************************************************
 AK5451  DESIGNATION -  79 78 A 04 RM 1 FLDT
 AK5451  PID         -  AK5451
 AK5451  STATE/COUNTY-  FL/VOLUSIA
 AK5451  USGS QUAD   -  ARIEL (1970)
 AK5451
 AK5451                         *CURRENT SURVEY CONTROL
 AK5451  ___________________________________________________________________
 AK5451* NAD 83(1986)-  28 54 12.     (N)    080 48 23.     (W)     SCALED    
 AK5451* NAVD 88     -         5.364  (meters)      17.60   (feet)  ADJUSTED  
 AK5451  ___________________________________________________________________
 AK5451  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5451  DYNAMIC HT  -           5.357 (meters)      17.58  (feet)  COMP
 AK5451  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 AK5451
 AK5451  VERT ORDER  -  SECOND    CLASS II
 AK5451
 AK5451.The horizontal coordinates were scaled from a topographic map and have
 AK5451.an estimated accuracy of +/- 6 seconds.
 AK5451
 AK5451.The orthometric height was determined by differential leveling
 AK5451.and adjusted by the National Geodetic Survey in June 1991..
 AK5451
 AK5451.The geoid height was determined by GEOID03.
 AK5451
 AK5451.The dynamic height is computed by dividing the NAVD 88
 AK5451.geopotential number by the normal gravity value computed on the
 AK5451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5451.degrees latitude (g = 980.6199 gals.).
 AK5451
 AK5451.The modeled gravity was interpolated from observed gravity values.
 AK5451
 AK5451;                    North         East    Units  Estimated Accuracy
 AK5451;SPC FL E     -   506,330.      218,880.      MT  (+/- 180 meters Scaled)
 AK5451
 AK5451                          SUPERSEDED SURVEY CONTROL
 AK5451
 AK5451  NGVD 29 (09/01/92)    5.744  (m)           18.85   (f) ADJUSTED    2 2
 AK5451
 AK5451.Superseded values are not recommended for survey control.
 AK5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5451.See file dsdata.txt to determine how the superseded data were derived.
 AK5451
 AK5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM188972(NAD 83)
 AK5451_MARKER: DD = SURVEY DISK
 AK5451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5451_SP_SET: 4X4 PRECAST
 AK5451_STAMPING: 79 78 A04 RM NO 1
 AK5451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5451+STABILITY: SURFACE MOTION
 AK5451
 AK5451  HISTORY     - Date     Condition        Report By
 AK5451  HISTORY     - 1978     MONUMENTED       FLDT
 AK5451
 AK5451                          STATION DESCRIPTION
 AK5451
 AK5451'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5451'11.5 MI SE FROM NEW SMYRNA BEACH.
 AK5451'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5451'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5451'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5451'FOR 1.9 MILES TO THE INTERSECTION OF A SAND TRAIL TO BEACH. THE MARK
 AK5451'BEARS 20 FEET SOUTHWEST OF THE SAND DUNE LINE, 9 FEET NORTHWEST OF
 AK5451'THE CENTERLINE OF THE SAND TRAIL AND 7.8 FEET NORTHWEST OF THE
 AK5451'NORTHWEST CORNER OF A WOODEN GARBAGE CAN HOLDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5449 ***********************************************************************
 AK5449  DESIGNATION -  79 78 A 04 RM 2 FLDT
 AK5449  PID         -  AK5449
 AK5449  STATE/COUNTY-  FL/VOLUSIA
 AK5449  USGS QUAD   -  ARIEL (1970)
 AK5449
 AK5449                         *CURRENT SURVEY CONTROL
 AK5449  ___________________________________________________________________
 AK5449* NAD 83(1986)-  28 54 12.     (N)    080 48 23.     (W)     SCALED    
 AK5449* NAVD 88     -         4.948  (meters)      16.23   (feet)  ADJUSTED  
 AK5449  ___________________________________________________________________
 AK5449  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5449  DYNAMIC HT  -           4.941 (meters)      16.21  (feet)  COMP
 AK5449  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 AK5449
 AK5449  VERT ORDER  -  SECOND    CLASS II
 AK5449
 AK5449.The horizontal coordinates were scaled from a topographic map and have
 AK5449.an estimated accuracy of +/- 6 seconds.
 AK5449
 AK5449.The orthometric height was determined by differential leveling
 AK5449.and adjusted by the National Geodetic Survey in June 1991..
 AK5449
 AK5449.The geoid height was determined by GEOID03.
 AK5449
 AK5449.The dynamic height is computed by dividing the NAVD 88
 AK5449.geopotential number by the normal gravity value computed on the
 AK5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5449.degrees latitude (g = 980.6199 gals.).
 AK5449
 AK5449.The modeled gravity was interpolated from observed gravity values.
 AK5449
 AK5449;                    North         East    Units  Estimated Accuracy
 AK5449;SPC FL E     -   506,330.      218,880.      MT  (+/- 180 meters Scaled)
 AK5449
 AK5449                          SUPERSEDED SURVEY CONTROL
 AK5449
 AK5449  NGVD 29 (09/01/92)    5.328  (m)           17.48   (f) ADJUSTED    2 2
 AK5449
 AK5449.Superseded values are not recommended for survey control.
 AK5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5449.See file dsdata.txt to determine how the superseded data were derived.
 AK5449
 AK5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM188972(NAD 83)
 AK5449_MARKER: DD = SURVEY DISK
 AK5449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5449_SP_SET: 4X4 PRECAST
 AK5449_STAMPING: 79 78 A04 RM NO 2
 AK5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5449+STABILITY: SURFACE MOTION
 AK5449
 AK5449  HISTORY     - Date     Condition        Report By
 AK5449  HISTORY     - 1978     MONUMENTED       FLDT
 AK5449
 AK5449                          STATION DESCRIPTION
 AK5449
 AK5449'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5449'11.5 MI SE FROM NEW SMYRNA BEACH.
 AK5449'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5449'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5449'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5449'FOR 1.9 MILES TO THE INTERSECTION OF A SAND TRAIL TO BEACH. THE
 AK5449'MARK BEARS 86 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD,
 AK5449'68 FEET SOUTHWEST OF THE SAND DUNE LINE AND 44 FEET SOUTHEAST OF THE
 AK5449'CENTERLINE OF THE SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5452 ***********************************************************************
 AK5452  DESIGNATION -  79 78 A 05 FLDNR
 AK5452  PID         -  AK5452
 AK5452  STATE/COUNTY-  FL/VOLUSIA
 AK5452  USGS QUAD   -  ARIEL (1970)
 AK5452
 AK5452                         *CURRENT SURVEY CONTROL
 AK5452  ___________________________________________________________________
 AK5452* NAD 83(1986)-  28 54 26.     (N)    080 48 33.     (W)     SCALED    
 AK5452* NAVD 88     -         4.064  (meters)      13.33   (feet)  ADJUSTED  
 AK5452  ___________________________________________________________________
 AK5452  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5452  DYNAMIC HT  -           4.058 (meters)      13.31  (feet)  COMP
 AK5452  MODELED GRAV-     979,265.2   (mgal)                       NAVD 88
 AK5452
 AK5452  VERT ORDER  -  SECOND    CLASS II
 AK5452
 AK5452.The horizontal coordinates were scaled from a topographic map and have
 AK5452.an estimated accuracy of +/- 6 seconds.
 AK5452
 AK5452.The orthometric height was determined by differential leveling
 AK5452.and adjusted by the National Geodetic Survey in June 1991..
 AK5452
 AK5452.The geoid height was determined by GEOID03.
 AK5452
 AK5452.The dynamic height is computed by dividing the NAVD 88
 AK5452.geopotential number by the normal gravity value computed on the
 AK5452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5452.degrees latitude (g = 980.6199 gals.).
 AK5452
 AK5452.The modeled gravity was interpolated from observed gravity values.
 AK5452
 AK5452;                    North         East    Units  Estimated Accuracy
 AK5452;SPC FL E     -   506,760.      218,610.      MT  (+/- 180 meters Scaled)
 AK5452
 AK5452                          SUPERSEDED SURVEY CONTROL
 AK5452
 AK5452  NGVD 29 (09/01/92)    4.444  (m)           14.58   (f) ADJUSTED    2 2
 AK5452
 AK5452.Superseded values are not recommended for survey control.
 AK5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5452.See file dsdata.txt to determine how the superseded data were derived.
 AK5452
 AK5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM186977(NAD 83)
 AK5452_MARKER: DD = SURVEY DISK
 AK5452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5452_SP_SET: CONCRETE POST
 AK5452_STAMPING: 79 78 A05
 AK5452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5452+STABILITY: SURFACE MOTION
 AK5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5452+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 AK5452
 AK5452  HISTORY     - Date     Condition        Report By
 AK5452  HISTORY     - 1978     MONUMENTED       FLDT
 AK5452  HISTORY     - 20030414 GOOD             FL-127
 AK5452
 AK5452                          STATION DESCRIPTION
 AK5452
 AK5452'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5452'11.2 MI SE FROM NEW SMYRNA BEACH.
 AK5452'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5452'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5452'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5452'FOR 1.6 MILES TO THE JUNCTION OF A SAND TRAIL (ACCESS 9). THE MARK
 AK5452'BEARS 22.5 FEET WEST OF THE NORTHWEST END OF THE WOODEN BARRICADE,
 AK5452'18 FEET NORTHWEST OF THE CENTERLINE OF THE SAND TRAIL AND 15 FEET
 AK5452'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD.
 AK5452'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5452'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5452
 AK5452                          STATION RECOVERY (2003)
 AK5452
 AK5452'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AK5452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5455 ***********************************************************************
 AK5455  DESIGNATION -  79 78 A 06 FLDNR
 AK5455  PID         -  AK5455
 AK5455  STATE/COUNTY-  FL/VOLUSIA
 AK5455  USGS QUAD   -  ARIEL (1970)
 AK5455
 AK5455                         *CURRENT SURVEY CONTROL
 AK5455  ___________________________________________________________________
 AK5455* NAD 83(1986)-  28 54 56.     (N)    080 48 55.     (W)     SCALED    
 AK5455* NAVD 88     -         2.334  (meters)       7.66   (feet)  ADJUSTED  
 AK5455  ___________________________________________________________________
 AK5455  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5455  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 AK5455  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AK5455
 AK5455  VERT ORDER  -  SECOND    CLASS II
 AK5455
 AK5455.The horizontal coordinates were scaled from a topographic map and have
 AK5455.an estimated accuracy of +/- 6 seconds.
 AK5455
 AK5455.The orthometric height was determined by differential leveling
 AK5455.and adjusted by the National Geodetic Survey in June 1991..
 AK5455
 AK5455.The geoid height was determined by GEOID03.
 AK5455
 AK5455.The dynamic height is computed by dividing the NAVD 88
 AK5455.geopotential number by the normal gravity value computed on the
 AK5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5455.degrees latitude (g = 980.6199 gals.).
 AK5455
 AK5455.The modeled gravity was interpolated from observed gravity values.
 AK5455
 AK5455;                    North         East    Units  Estimated Accuracy
 AK5455;SPC FL E     -   507,690.      218,010.      MT  (+/- 180 meters Scaled)
 AK5455
 AK5455                          SUPERSEDED SURVEY CONTROL
 AK5455
 AK5455  NGVD 29 (09/01/92)    2.712  (m)            8.90   (f) ADJUSTED    2 2
 AK5455
 AK5455.Superseded values are not recommended for survey control.
 AK5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5455.See file dsdata.txt to determine how the superseded data were derived.
 AK5455
 AK5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM180986(NAD 83)
 AK5455_MARKER: DD = SURVEY DISK
 AK5455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5455_SP_SET: CONCRETE POST
 AK5455_STAMPING: 79 78 A06
 AK5455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5455+STABILITY: SURFACE MOTION
 AK5455
 AK5455  HISTORY     - Date     Condition        Report By
 AK5455  HISTORY     - 1978     MONUMENTED       FLDT
 AK5455
 AK5455                          STATION DESCRIPTION
 AK5455
 AK5455'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5455'10.5 MI SE FROM NEW SMYRNA BEACH.
 AK5455'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5455'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5455'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5455'FOR 0.9 MILE. THE MARK BEARS 17.4 FEET SOUTHEAST OF A POWER POLE
 AK5455'AND 13 FEET SOUTHWEST OF THE CENTERLINE OF THE GRADED ROAD. MARK IS
 AK5455'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AK5455'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5454 ***********************************************************************
 AK5454  DESIGNATION -  79 78 A 06 RM 1 FLDT
 AK5454  PID         -  AK5454
 AK5454  STATE/COUNTY-  FL/VOLUSIA
 AK5454  USGS QUAD   -  ARIEL (1970)
 AK5454
 AK5454                         *CURRENT SURVEY CONTROL
 AK5454  ___________________________________________________________________
 AK5454* NAD 83(1986)-  28 54 56.     (N)    080 48 55.     (W)     SCALED    
 AK5454* NAVD 88     -         2.643  (meters)       8.67   (feet)  ADJUSTED  
 AK5454  ___________________________________________________________________
 AK5454  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5454  DYNAMIC HT  -           2.639 (meters)       8.66  (feet)  COMP
 AK5454  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AK5454
 AK5454  VERT ORDER  -  SECOND    CLASS II
 AK5454
 AK5454.The horizontal coordinates were scaled from a topographic map and have
 AK5454.an estimated accuracy of +/- 6 seconds.
 AK5454
 AK5454.The orthometric height was determined by differential leveling
 AK5454.and adjusted by the National Geodetic Survey in June 1991..
 AK5454
 AK5454.The geoid height was determined by GEOID03.
 AK5454
 AK5454.The dynamic height is computed by dividing the NAVD 88
 AK5454.geopotential number by the normal gravity value computed on the
 AK5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5454.degrees latitude (g = 980.6199 gals.).
 AK5454
 AK5454.The modeled gravity was interpolated from observed gravity values.
 AK5454
 AK5454;                    North         East    Units  Estimated Accuracy
 AK5454;SPC FL E     -   507,690.      218,010.      MT  (+/- 180 meters Scaled)
 AK5454
 AK5454                          SUPERSEDED SURVEY CONTROL
 AK5454
 AK5454  NGVD 29 (09/01/92)    3.022  (m)            9.91   (f) ADJUSTED    2 2
 AK5454
 AK5454.Superseded values are not recommended for survey control.
 AK5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5454.See file dsdata.txt to determine how the superseded data were derived.
 AK5454
 AK5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM180986(NAD 83)
 AK5454_MARKER: DD = SURVEY DISK
 AK5454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5454_SP_SET: 4X4 PRECAST
 AK5454_STAMPING: 79 78 A06 RM NO 1
 AK5454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5454+STABILITY: SURFACE MOTION
 AK5454
 AK5454  HISTORY     - Date     Condition        Report By
 AK5454  HISTORY     - 1978     MONUMENTED       FLDT
 AK5454
 AK5454                          STATION DESCRIPTION
 AK5454
 AK5454'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5454'10.5 MI SE FROM NEW SMYRNA BEACH.
 AK5454'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5454'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5454'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5454'FOR 0.9 MILE. THE MARK BEARS 40 FEET EAST SOUTHEAST OF A POWER POLE
 AK5454'AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5453 ***********************************************************************
 AK5453  DESIGNATION -  79 78 A 06 RM 2 FLDT
 AK5453  PID         -  AK5453
 AK5453  STATE/COUNTY-  FL/VOLUSIA
 AK5453  USGS QUAD   -  ARIEL (1970)
 AK5453
 AK5453                         *CURRENT SURVEY CONTROL
 AK5453  ___________________________________________________________________
 AK5453* NAD 83(1986)-  28 54 56.     (N)    080 48 55.     (W)     SCALED    
 AK5453* NAVD 88     -         2.414  (meters)       7.92   (feet)  ADJUSTED  
 AK5453  ___________________________________________________________________
 AK5453  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5453  DYNAMIC HT  -           2.410 (meters)       7.91  (feet)  COMP
 AK5453  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AK5453
 AK5453  VERT ORDER  -  SECOND    CLASS II
 AK5453
 AK5453.The horizontal coordinates were scaled from a topographic map and have
 AK5453.an estimated accuracy of +/- 6 seconds.
 AK5453
 AK5453.The orthometric height was determined by differential leveling
 AK5453.and adjusted by the National Geodetic Survey in June 1991..
 AK5453
 AK5453.The geoid height was determined by GEOID03.
 AK5453
 AK5453.The dynamic height is computed by dividing the NAVD 88
 AK5453.geopotential number by the normal gravity value computed on the
 AK5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5453.degrees latitude (g = 980.6199 gals.).
 AK5453
 AK5453.The modeled gravity was interpolated from observed gravity values.
 AK5453
 AK5453;                    North         East    Units  Estimated Accuracy
 AK5453;SPC FL E     -   507,690.      218,010.      MT  (+/- 180 meters Scaled)
 AK5453
 AK5453                          SUPERSEDED SURVEY CONTROL
 AK5453
 AK5453  NGVD 29 (09/01/92)    2.792  (m)            9.16   (f) ADJUSTED    2 2
 AK5453
 AK5453.Superseded values are not recommended for survey control.
 AK5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5453.See file dsdata.txt to determine how the superseded data were derived.
 AK5453
 AK5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM180986(NAD 83)
 AK5453_MARKER: DD = SURVEY DISK
 AK5453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5453_SP_SET: 4X4 PRECAST
 AK5453_STAMPING: 79 78 A06 RM NO 2
 AK5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5453+STABILITY: SURFACE MOTION
 AK5453
 AK5453  HISTORY     - Date     Condition        Report By
 AK5453  HISTORY     - 1978     MONUMENTED       FLDT
 AK5453
 AK5453                          STATION DESCRIPTION
 AK5453
 AK5453'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5453'10.5 MI SE FROM NEW SMYRNA BEACH.
 AK5453'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5453'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5453'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5453'FOR 0.9 MILE. THE MARK BEARS 41 FEET SOUTHEAST OF A POWER POLE AND
 AK5453'12 FEET SOUTHWEST OF THE CENTERLINE OF THE GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5456 ***********************************************************************
 AK5456  DESIGNATION -  79 78 A 07 FLDNR
 AK5456  PID         -  AK5456
 AK5456  STATE/COUNTY-  FL/VOLUSIA
 AK5456  USGS QUAD   -  ARIEL (1970)
 AK5456
 AK5456                         *CURRENT SURVEY CONTROL
 AK5456  ___________________________________________________________________
 AK5456* NAD 83(1986)-  28 55 09.     (N)    080 49 03.     (W)     SCALED    
 AK5456* NAVD 88     -         3.512  (meters)      11.52   (feet)  ADJUSTED  
 AK5456  ___________________________________________________________________
 AK5456  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5456  DYNAMIC HT  -           3.507 (meters)      11.51  (feet)  COMP
 AK5456  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 AK5456
 AK5456  VERT ORDER  -  SECOND    CLASS II
 AK5456
 AK5456.The horizontal coordinates were scaled from a topographic map and have
 AK5456.an estimated accuracy of +/- 6 seconds.
 AK5456
 AK5456.The orthometric height was determined by differential leveling
 AK5456.and adjusted by the National Geodetic Survey in June 1991..
 AK5456
 AK5456.The geoid height was determined by GEOID03.
 AK5456
 AK5456.The dynamic height is computed by dividing the NAVD 88
 AK5456.geopotential number by the normal gravity value computed on the
 AK5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5456.degrees latitude (g = 980.6199 gals.).
 AK5456
 AK5456.The modeled gravity was interpolated from observed gravity values.
 AK5456
 AK5456;                    North         East    Units  Estimated Accuracy
 AK5456;SPC FL E     -   508,090.      217,800.      MT  (+/- 180 meters Scaled)
 AK5456
 AK5456                          SUPERSEDED SURVEY CONTROL
 AK5456
 AK5456  NGVD 29 (09/01/92)    3.890  (m)           12.76   (f) ADJUSTED    2 2
 AK5456
 AK5456.Superseded values are not recommended for survey control.
 AK5456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5456.See file dsdata.txt to determine how the superseded data were derived.
 AK5456
 AK5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM177990(NAD 83)
 AK5456_MARKER: DD = SURVEY DISK
 AK5456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5456_SP_SET: CONCRETE POST
 AK5456_STAMPING: 79 78 A07
 AK5456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5456+STABILITY: SURFACE MOTION
 AK5456
 AK5456  HISTORY     - Date     Condition        Report By
 AK5456  HISTORY     - 1978     MONUMENTED       FLDT
 AK5456
 AK5456                          STATION DESCRIPTION
 AK5456
 AK5456'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5456'10.2 MI SE FROM NEW SMYRNA BEACH.
 AK5456'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5456'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5456'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5456'FOR 0.6 MILE TO THE JUNCTION OF A SAND TRAIL LEADING EAST TO THE
 AK5456'BEACH. THE MARK BEARS 119 FEET SOUTHEAST AND ACROSS ROAD FROM A
 AK5456'POWER POLE, 35.6 FEET NORTHWEST OF A SIGN (VEHICLES PROHIBITED),
 AK5456'32 FEET NORTHWEST OF THE CENTERLINE OF THE SAND TRAIL AND 13 FEET
 AK5456'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD. MARK IS A FLORIDA
 AK5456'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AK5456'OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5457 ***********************************************************************
 AK5457  DESIGNATION -  79 78 A 08 FLDNR
 AK5457  PID         -  AK5457
 AK5457  STATE/COUNTY-  FL/VOLUSIA
 AK5457  USGS QUAD   -  ARIEL (1970)
 AK5457
 AK5457                         *CURRENT SURVEY CONTROL
 AK5457  ___________________________________________________________________
 AK5457* NAD 83(1986)-  28 55 14.     (N)    080 49 07.     (W)     SCALED    
 AK5457* NAVD 88     -         3.096  (meters)      10.16   (feet)  ADJUSTED  
 AK5457  ___________________________________________________________________
 AK5457  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5457  DYNAMIC HT  -           3.092 (meters)      10.14  (feet)  COMP
 AK5457  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AK5457
 AK5457  VERT ORDER  -  SECOND    CLASS II
 AK5457
 AK5457.The horizontal coordinates were scaled from a topographic map and have
 AK5457.an estimated accuracy of +/- 6 seconds.
 AK5457
 AK5457.The orthometric height was determined by differential leveling
 AK5457.and adjusted by the National Geodetic Survey in June 1991..
 AK5457
 AK5457.The geoid height was determined by GEOID03.
 AK5457
 AK5457.The dynamic height is computed by dividing the NAVD 88
 AK5457.geopotential number by the normal gravity value computed on the
 AK5457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5457.degrees latitude (g = 980.6199 gals.).
 AK5457
 AK5457.The modeled gravity was interpolated from observed gravity values.
 AK5457
 AK5457;                    North         East    Units  Estimated Accuracy
 AK5457;SPC FL E     -   508,240.      217,690.      MT  (+/- 180 meters Scaled)
 AK5457
 AK5457                          SUPERSEDED SURVEY CONTROL
 AK5457
 AK5457  NGVD 29 (09/01/92)    3.474  (m)           11.40   (f) ADJUSTED    2 2
 AK5457
 AK5457.Superseded values are not recommended for survey control.
 AK5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5457.See file dsdata.txt to determine how the superseded data were derived.
 AK5457
 AK5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM176991(NAD 83)
 AK5457_MARKER: DD = SURVEY DISK
 AK5457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5457_SP_SET: CONCRETE POST
 AK5457_STAMPING: 79 78 A08
 AK5457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5457+STABILITY: SURFACE MOTION
 AK5457
 AK5457  HISTORY     - Date     Condition        Report By
 AK5457  HISTORY     - 1978     MONUMENTED       FLDT
 AK5457
 AK5457                          STATION DESCRIPTION
 AK5457
 AK5457'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5457'10.1 MI SE FROM NEW SMYRNA BEACH.
 AK5457'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5457'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5457'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5457'FOR O.5 MILE TO THE INTERSECTION OF A SAND TRAIL. THE MARK BEARS
 AK5457'92 FEET NORTHWEST OF A POWER POLE, 31 FEET WEST OF THE CENTERLINE
 AK5457'OF THE INTERSECTION AND 13 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AK5457'GRADED ROAD. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AK5457'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5459 ***********************************************************************
 AK5459  DESIGNATION -  79 78 A 09 FLDNR
 AK5459  PID         -  AK5459
 AK5459  STATE/COUNTY-  FL/VOLUSIA
 AK5459  USGS QUAD   -  ARIEL (1970)
 AK5459
 AK5459                         *CURRENT SURVEY CONTROL
 AK5459  ___________________________________________________________________
 AK5459* NAD 83(1986)-  28 55 31.     (N)    080 49 17.     (W)     SCALED    
 AK5459* NAVD 88     -         5.209  (meters)      17.09   (feet)  ADJUSTED  
 AK5459  ___________________________________________________________________
 AK5459  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5459  DYNAMIC HT  -           5.202 (meters)      17.07  (feet)  COMP
 AK5459  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AK5459
 AK5459  VERT ORDER  -  SECOND    CLASS II
 AK5459
 AK5459.The horizontal coordinates were scaled from a topographic map and have
 AK5459.an estimated accuracy of +/- 6 seconds.
 AK5459
 AK5459.The orthometric height was determined by differential leveling
 AK5459.and adjusted by the National Geodetic Survey in June 1991..
 AK5459
 AK5459.The geoid height was determined by GEOID03.
 AK5459
 AK5459.The dynamic height is computed by dividing the NAVD 88
 AK5459.geopotential number by the normal gravity value computed on the
 AK5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5459.degrees latitude (g = 980.6199 gals.).
 AK5459
 AK5459.The modeled gravity was interpolated from observed gravity values.
 AK5459
 AK5459;                    North         East    Units  Estimated Accuracy
 AK5459;SPC FL E     -   508,760.      217,420.      MT  (+/- 180 meters Scaled)
 AK5459
 AK5459                          SUPERSEDED SURVEY CONTROL
 AK5459
 AK5459  NGVD 29 (09/01/92)    5.587  (m)           18.33   (f) ADJUSTED    2 2
 AK5459
 AK5459.Superseded values are not recommended for survey control.
 AK5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5459.See file dsdata.txt to determine how the superseded data were derived.
 AK5459
 AK5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM174997(NAD 83)
 AK5459_MARKER: DD = SURVEY DISK
 AK5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5459_SP_SET: CONCRETE POST
 AK5459_STAMPING: 79 78 A09
 AK5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5459+STABILITY: SURFACE MOTION
 AK5459
 AK5459  HISTORY     - Date     Condition        Report By
 AK5459  HISTORY     - 1978     MONUMENTED       FLDT
 AK5459
 AK5459                          STATION DESCRIPTION
 AK5459
 AK5459'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5459'9.8 MI SE FROM NEW SMYRNA BEACH.
 AK5459'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5459'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5459'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5459'FOR 0.2 MILE. THE MARK BEARS 32.4 FEET NORTHEAST OF A POWER POLE,
 AK5459'16 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD AND 5.6
 AK5459'FEET SOUTH OF A GUY POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AK5459'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5458 ***********************************************************************
 AK5458  DESIGNATION -  79 78 A 09 RM 1 FLDT
 AK5458  PID         -  AK5458
 AK5458  STATE/COUNTY-  FL/VOLUSIA
 AK5458  USGS QUAD   -  ARIEL (1970)
 AK5458
 AK5458                         *CURRENT SURVEY CONTROL
 AK5458  ___________________________________________________________________
 AK5458* NAD 83(1986)-  28 55 31.     (N)    080 49 17.     (W)     SCALED    
 AK5458* NAVD 88     -         5.375  (meters)      17.63   (feet)  ADJUSTED  
 AK5458  ___________________________________________________________________
 AK5458  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5458  DYNAMIC HT  -           5.368 (meters)      17.61  (feet)  COMP
 AK5458  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AK5458
 AK5458  VERT ORDER  -  SECOND    CLASS II
 AK5458
 AK5458.The horizontal coordinates were scaled from a topographic map and have
 AK5458.an estimated accuracy of +/- 6 seconds.
 AK5458
 AK5458.The orthometric height was determined by differential leveling
 AK5458.and adjusted by the National Geodetic Survey in June 1991..
 AK5458
 AK5458.The geoid height was determined by GEOID03.
 AK5458
 AK5458.The dynamic height is computed by dividing the NAVD 88
 AK5458.geopotential number by the normal gravity value computed on the
 AK5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5458.degrees latitude (g = 980.6199 gals.).
 AK5458
 AK5458.The modeled gravity was interpolated from observed gravity values.
 AK5458
 AK5458;                    North         East    Units  Estimated Accuracy
 AK5458;SPC FL E     -   508,760.      217,420.      MT  (+/- 180 meters Scaled)
 AK5458
 AK5458                          SUPERSEDED SURVEY CONTROL
 AK5458
 AK5458  NGVD 29 (09/01/92)    5.753  (m)           18.87   (f) ADJUSTED    2 2
 AK5458
 AK5458.Superseded values are not recommended for survey control.
 AK5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5458.See file dsdata.txt to determine how the superseded data were derived.
 AK5458
 AK5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM174997(NAD 83)
 AK5458_MARKER: DD = SURVEY DISK
 AK5458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5458_SP_SET: 4X4 PRECAST
 AK5458_STAMPING: 79 78 A09 RM NO 1
 AK5458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5458+STABILITY: SURFACE MOTION
 AK5458
 AK5458  HISTORY     - Date     Condition        Report By
 AK5458  HISTORY     - 1978     MONUMENTED       FLDT
 AK5458
 AK5458                          STATION DESCRIPTION
 AK5458
 AK5458'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5458'9.8 MI SE FROM NEW SMYRNA BEACH.
 AK5458'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5458'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5458'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5458'FOR 0.2 MILE. THE MARK BEARS 126 FEET NORTHWEST OF A SAND TRAIL
 AK5458'LEADING EAST TO THE BEACH, 25.7 FEET SOUTHEAST OF A GUY POLE AND
 AK5458'16 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5460 ***********************************************************************
 AK5460  DESIGNATION -  79 78 A 09 RM 2 FLDT
 AK5460  PID         -  AK5460
 AK5460  STATE/COUNTY-  FL/VOLUSIA
 AK5460  USGS QUAD   -  ARIEL (1970)
 AK5460
 AK5460                         *CURRENT SURVEY CONTROL
 AK5460  ___________________________________________________________________
 AK5460* NAD 83(1986)-  28 55 31.     (N)    080 49 17.     (W)     SCALED    
 AK5460* NAVD 88     -         5.163  (meters)      16.94   (feet)  ADJUSTED  
 AK5460  ___________________________________________________________________
 AK5460  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5460  DYNAMIC HT  -           5.156 (meters)      16.92  (feet)  COMP
 AK5460  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AK5460
 AK5460  VERT ORDER  -  SECOND    CLASS II
 AK5460
 AK5460.The horizontal coordinates were scaled from a topographic map and have
 AK5460.an estimated accuracy of +/- 6 seconds.
 AK5460
 AK5460.The orthometric height was determined by differential leveling
 AK5460.and adjusted by the National Geodetic Survey in June 1991..
 AK5460
 AK5460.The geoid height was determined by GEOID03.
 AK5460
 AK5460.The dynamic height is computed by dividing the NAVD 88
 AK5460.geopotential number by the normal gravity value computed on the
 AK5460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5460.degrees latitude (g = 980.6199 gals.).
 AK5460
 AK5460.The modeled gravity was interpolated from observed gravity values.
 AK5460
 AK5460;                    North         East    Units  Estimated Accuracy
 AK5460;SPC FL E     -   508,760.      217,420.      MT  (+/- 180 meters Scaled)
 AK5460
 AK5460                          SUPERSEDED SURVEY CONTROL
 AK5460
 AK5460  NGVD 29 (09/01/92)    5.541  (m)           18.18   (f) ADJUSTED    2 2
 AK5460
 AK5460.Superseded values are not recommended for survey control.
 AK5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5460.See file dsdata.txt to determine how the superseded data were derived.
 AK5460
 AK5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM174997(NAD 83)
 AK5460_MARKER: DD = SURVEY DISK
 AK5460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5460_SP_SET: 4X4 PRECAST
 AK5460_STAMPING: 79 78 A09 RM NO 2
 AK5460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5460+STABILITY: SURFACE MOTION
 AK5460
 AK5460  HISTORY     - Date     Condition        Report By
 AK5460  HISTORY     - 1978     MONUMENTED       FLDT
 AK5460
 AK5460                          STATION DESCRIPTION
 AK5460
 AK5460'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5460'9.8 MI SE FROM NEW SMYRNA BEACH.
 AK5460'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5460'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5460'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5460'FOR 0.2 MILE. THE MARK BEARS 14 FEET SOUTHWEST OF THE CENTERLINE OF
 AK5460'THE GRADED ROAD AND 5.3 FEET SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5461 ***********************************************************************
 AK5461  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5461  DESIGNATION -  79 78 A 10
 AK5461  PID         -  AK5461
 AK5461  STATE/COUNTY-  FL/VOLUSIA
 AK5461  USGS QUAD   -  ARIEL (1970)
 AK5461
 AK5461                         *CURRENT SURVEY CONTROL
 AK5461  ___________________________________________________________________
 AK5461* NAD 83(1999)-  28 55 53.55005(N)    080 49 34.15947(W)     ADJUSTED  
 AK5461* NAVD 88     -         2.766  (meters)       9.07   (feet)  ADJUSTED  
 AK5461  ___________________________________________________________________
 AK5461  X           -     890,657.241 (meters)                     COMP
 AK5461  Y           -  -5,515,034.611 (meters)                     COMP
 AK5461  Z           -   3,067,250.484 (meters)                     COMP
 AK5461  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AK5461  ELLIP HEIGHT-         -25.35  (meters)          (09/30/02) GPS OBS
 AK5461  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5461  DYNAMIC HT  -           2.762 (meters)       9.06  (feet)  COMP
 AK5461  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AK5461
 AK5461  HORZ ORDER  -  SECOND
 AK5461  VERT ORDER  -  SECOND    CLASS I
 AK5461  ELLP ORDER  -  FOURTH    CLASS II
 AK5461
 AK5461.The horizontal coordinates were established by GPS observations
 AK5461.and adjusted by the National Geodetic Survey in September 2002..
 AK5461
 AK5461.The orthometric height was determined by differential leveling
 AK5461.and adjusted by the National Geodetic Survey in June 1991..
 AK5461
 AK5461.This Tidal Bench Mark is designated as VM 5314
 AK5461.by the Center for Operational Oceanographic Products and Services.
 AK5461
 AK5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK5461
 AK5461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5461
 AK5461.The ellipsoidal height was determined by GPS observations
 AK5461.and is referenced to NAD 83.
 AK5461
 AK5461.The geoid height was determined by GEOID03.
 AK5461
 AK5461.The dynamic height is computed by dividing the NAVD 88
 AK5461.geopotential number by the normal gravity value computed on the
 AK5461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5461.degrees latitude (g = 980.6199 gals.).
 AK5461
 AK5461.The modeled gravity was interpolated from observed gravity values.
 AK5461
 AK5461;                    North         East     Units Scale Factor Converg.
 AK5461;SPC FL E     -   509,455.337   216,949.393   MT  0.99994472   +0 05 02.8
 AK5461;SPC FL E     - 1,671,438.05    711,774.80   sFT  0.99994472   +0 05 02.8
 AK5461;UTM  17      - 3,200,413.495   516,943.610   MT  0.99960354   +0 05 02.8
 AK5461
 AK5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5461!SPC FL E     -   1.00000398  x   0.99994472  =   0.99994870
 AK5461!UTM  17      -   1.00000398  x   0.99960354  =   0.99960752
 AK5461
 AK5461                          SUPERSEDED SURVEY CONTROL
 AK5461
 AK5461  NAD 83(1990)-  28 55 53.54859(N)    080 49 34.15812(W) AD(       ) 2
 AK5461  ELLIP H (03/04/92)  -25.29   (m)                       GP(       ) 4 2
 AK5461  NAVD 88 (03/04/92)    2.77   (m)            9.1    (f) LEVELING    3  
 AK5461  NGVD 29 (09/01/92)    3.146  (m)           10.32   (f) ADJUSTED    2 1
 AK5461
 AK5461.Superseded values are not recommended for survey control.
 AK5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5461.See file dsdata.txt to determine how the superseded data were derived.
 AK5461
 AK5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1694400413(NAD 83)
 AK5461_MARKER: DD = SURVEY DISK
 AK5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5461_SP_SET: CONCRETE POST
 AK5461_STAMPING: 79 78 A10
 AK5461_MARK LOGO: FLDNR 
 AK5461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5461+STABILITY: SURFACE MOTION
 AK5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5461+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 AK5461
 AK5461  HISTORY     - Date     Condition        Report By
 AK5461  HISTORY     - 1978     MONUMENTED       FLDT
 AK5461  HISTORY     - 1985     GOOD             FLDNR
 AK5461  HISTORY     - 1987     GOOD             FLDNR
 AK5461  HISTORY     - 19900219 GOOD             STEINA
 AK5461  HISTORY     - 20030414 GOOD             FL-127
 AK5461
 AK5461                          STATION DESCRIPTION
 AK5461
 AK5461'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5461'9.3 MI SE FROM NEW SMYRNA BEACH.
 AK5461'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5461'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.3 MILES TO
 AK5461'THE TURTLE MOUND SCENIC LOOKOUT POINT. THE MARK BEARS 54.5 FEET
 AK5461'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 47.4 FEET EAST OF
 AK5461'CENTERLINE OF STATE ROAD A1A, 12 FEET WEST OF THE CENTERLINE OF
 AK5461'THE OLD ASPHALT ROAD AND 5.8 FEET SOUTHEAST OF A DEAD END SIGN. MARK
 AK5461'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5461'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5461
 AK5461                          STATION RECOVERY (1985)
 AK5461
 AK5461'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AK5461'RECOVERED IN GOOD CONDITION.
 AK5461
 AK5461                          STATION RECOVERY (1987)
 AK5461
 AK5461'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK5461'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK5461'NEW SMYRNA BEACH, GO 9.5 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK5461'THE MARK BEARS 48 FEET EAST OF THE CENTERLINE OF A1A, 11.6 FEET WEST
 AK5461'OF THE CENTERLINE OF A PAVED DRIVE, 35 FEET NORTH OF THE CENTERLINE
 AK5461'OF A DIRT DRIVE LEADING TO THE PAVED DRIVE, AND 0.1 MILE NORTH OF THE
 AK5461'ENTRANCE TO THE TURTLE MOUND HISTORICAL SITE.
 AK5461
 AK5461                          STATION RECOVERY (1990)
 AK5461
 AK5461'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AK5461'THE STATION IS LOCATED IN THE CANAVERAL NATIONAL SEASHORE EAST OF
 AK5461'-TURTLE MOUND-.  IN THE NORTHWEST 1/4 OF SECTION 16-T18S-R35E.  IN
 AK5461'VOLUSIA COUNTY.  NOTE--CONTACT SEASHORE HEADQUARTERS FOR ACCESS AFTER
 AK5461'NORMAL PARK HOURS--PHONE NUMBER-- 407-267-1110.
 AK5461'TO REACH THE STATION BY ROAD. COMMENCE AT THE TOP OF THE -NEW- SOUTH
 AK5461'BRIDGE OVER THE INDIAN RIVER IN NEWSMYRNA BEACH, PROCEED EASTERLY AND
 AK5461'SOUTHERLY ALONG U.S. HIGHWAY A1A (SOUTH ATLINTIC AVENUE) FOR A
 AK5461'DISTANCE OF 9.5 MI (15.3 KM) TO THE STATION ON THE LEFT, BETWEEN THE
 AK5461'OLD PAVED ROAD AND THE EXISTING U.S. HIGHWAY A1A OPPOSITE -TURTLE
 AK5461'MOUND-.  THE STATION IS 1.7 FT (0.5 M) EAST OF A METAL WITNESS POST,
 AK5461'12.0 FT (3.7 M) WEST OF THE CENTERLINE OF THE OLD PAVED ROAD, 47.4 FT
 AK5461'(14.4 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY A1A, AND 31.0 FT
 AK5461'(9.4 M) NORTH OF THE SHELL ROAD CONECTING THE OLD ROAD AND THE
 AK5461'HIGHWAY.
 AK5461'REFERENCES--
 AK5461'4 INCH SQUARE CONCRETE MONUMENT WITH A FLDOT BRASS DISK STAMPED--79 78
 AK5461'A10 RM 1--, RECOVERED, NORTH 30 DEGREES WEST AT 24.00 FT (7.32 M) .
 AK5461'4 INCH SQUARE CONCRETE MONUMENT WITH A FLDOT BRASS DISK STAMPED--79 78
 AK5461'A10 RM 2--, RECOVERED, NORTH 28 DEGREES EAST AT 29.55 FT (9.01 M) .
 AK5461'KEITH AND SCHNARS REBAR AND CAP, SET 3.0 FT (0.9 M) EAST OF U.S.
 AK5461'HIGHWAY A1A, SOUTH 56 DEGREES WEST AT 34.11 FT (10.40 M) .
 AK5461'SET CARSONITE WITNESS POST NORTH 45 DEGREES EAST AT 23.25 FT (7.09 M)
 AK5461'.
 AK5461
 AK5461                          STATION RECOVERY (2003)
 AK5461
 AK5461'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AK5461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5463 ***********************************************************************
 AK5463  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5463  DESIGNATION -  79 78 A 10 RM 1
 AK5463  PID         -  AK5463
 AK5463  STATE/COUNTY-  FL/VOLUSIA
 AK5463  USGS QUAD   -  ARIEL (1970)
 AK5463
 AK5463                         *CURRENT SURVEY CONTROL
 AK5463  ___________________________________________________________________
 AK5463* NAD 83(1986)-  28 55 54.     (N)    080 49 34.     (W)     SCALED    
 AK5463* NAVD 88     -         2.832  (meters)       9.29   (feet)  ADJUSTED  
 AK5463  ___________________________________________________________________
 AK5463  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5463  DYNAMIC HT  -           2.828 (meters)       9.28  (feet)  COMP
 AK5463  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AK5463
 AK5463  VERT ORDER  -  SECOND    CLASS I
 AK5463
 AK5463.The horizontal coordinates were scaled from a topographic map and have
 AK5463.an estimated accuracy of +/- 6 seconds.
 AK5463
 AK5463.The orthometric height was determined by differential leveling
 AK5463.and adjusted by the National Geodetic Survey in June 1991..
 AK5463
 AK5463.This Tidal Bench Mark is designated as VM 5312
 AK5463.by the Center for Operational Oceanographic Products and Services.
 AK5463
 AK5463.The geoid height was determined by GEOID03.
 AK5463
 AK5463.The dynamic height is computed by dividing the NAVD 88
 AK5463.geopotential number by the normal gravity value computed on the
 AK5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5463.degrees latitude (g = 980.6199 gals.).
 AK5463
 AK5463.The modeled gravity was interpolated from observed gravity values.
 AK5463
 AK5463;                    North         East    Units  Estimated Accuracy
 AK5463;SPC FL E     -   509,470.      216,950.      MT  (+/- 180 meters Scaled)
 AK5463
 AK5463                          SUPERSEDED SURVEY CONTROL
 AK5463
 AK5463  NGVD 29 (09/01/92)    3.212  (m)           10.54   (f) ADJUSTED    2 1
 AK5463
 AK5463.Superseded values are not recommended for survey control.
 AK5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5463.See file dsdata.txt to determine how the superseded data were derived.
 AK5463
 AK5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN169004(NAD 83)
 AK5463_MARKER: DD = SURVEY DISK
 AK5463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5463_SP_SET: CONCRETE POST
 AK5463_STAMPING: 79 78 A10 RM NO 1
 AK5463_MARK LOGO: FLDT  
 AK5463_PROJECTION: FLUSH
 AK5463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5463+STABILITY: SURFACE MOTION
 AK5463
 AK5463  HISTORY     - Date     Condition        Report By
 AK5463  HISTORY     - 1978     MONUMENTED       FLDT
 AK5463  HISTORY     - 1985     GOOD             FLDNR
 AK5463  HISTORY     - 1987     GOOD             FLDNR
 AK5463
 AK5463                          STATION DESCRIPTION
 AK5463
 AK5463'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5463'9.3 MI SE FROM NEW SMYRNA BEACH.
 AK5463'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5463'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.3 MILESTO
 AK5463'THE TURTLE MOUND SCENIC LOOKOUT POINT. THE MARK BEARS 46 FEET
 AK5463'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 13 FEET WEST OF THE
 AK5463'CENTERLINE OF THE OLD ROAD.
 AK5463
 AK5463                          STATION RECOVERY (1985)
 AK5463
 AK5463'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AK5463'RECOVERED IN GOOD CONDITION.
 AK5463
 AK5463                          STATION RECOVERY (1987)
 AK5463
 AK5463'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK5463'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK5463'NEW SMYRNA BEACH, GO 9.5 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK5463'THE MARK IS 0.1 MILE NORTH OF THE DRIVE TO THE TURTLE MOUND
 AK5463'HISTORICAL SITE, 48 FEET EAST OF THE CENTERLINE OF A1A, 13.6 FEET
 AK5463'WEST OF THE CENTERLINE OF A PAVED DRIVE, 58.5 FEET NORTH OF THE
 AK5463'CENTERLINE OF A DIRT DRIVE LEADING TO THE PAVED DRIVE, AND 26.5 FEET
 AK5463'WEST-NORTHWEST OF MARK RM NO 2 79 78 A10.
 AK5463'THE MARK IS 0.8 FT  S FROM  THE HIGHWAY
 AK5463'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5462 ***********************************************************************
 AK5462  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5462  DESIGNATION -  79 78 A 10 RM 2
 AK5462  PID         -  AK5462
 AK5462  STATE/COUNTY-  FL/VOLUSIA
 AK5462  USGS QUAD   -  ARIEL (1970)
 AK5462
 AK5462                         *CURRENT SURVEY CONTROL
 AK5462  ___________________________________________________________________
 AK5462* NAD 83(1986)-  28 55 54.     (N)    080 49 34.     (W)     SCALED    
 AK5462* NAVD 88     -         3.171  (meters)      10.40   (feet)  ADJUSTED  
 AK5462  ___________________________________________________________________
 AK5462  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5462  DYNAMIC HT  -           3.167 (meters)      10.39  (feet)  COMP
 AK5462  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AK5462
 AK5462  VERT ORDER  -  SECOND    CLASS I
 AK5462
 AK5462.The horizontal coordinates were scaled from a topographic map and have
 AK5462.an estimated accuracy of +/- 6 seconds.
 AK5462
 AK5462.The orthometric height was determined by differential leveling
 AK5462.and adjusted by the National Geodetic Survey in June 1991..
 AK5462
 AK5462.This Tidal Bench Mark is designated as VM 5313
 AK5462.by the Center for Operational Oceanographic Products and Services.
 AK5462
 AK5462.The geoid height was determined by GEOID03.
 AK5462
 AK5462.The dynamic height is computed by dividing the NAVD 88
 AK5462.geopotential number by the normal gravity value computed on the
 AK5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5462.degrees latitude (g = 980.6199 gals.).
 AK5462
 AK5462.The modeled gravity was interpolated from observed gravity values.
 AK5462
 AK5462;                    North         East    Units  Estimated Accuracy
 AK5462;SPC FL E     -   509,470.      216,950.      MT  (+/- 180 meters Scaled)
 AK5462
 AK5462                          SUPERSEDED SURVEY CONTROL
 AK5462
 AK5462  NGVD 29 (09/01/92)    3.552  (m)           11.65   (f) ADJUSTED    2 1
 AK5462
 AK5462.Superseded values are not recommended for survey control.
 AK5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5462.See file dsdata.txt to determine how the superseded data were derived.
 AK5462
 AK5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN169004(NAD 83)
 AK5462_MARKER: DD = SURVEY DISK
 AK5462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5462_SP_SET: CONCRETE POST
 AK5462_STAMPING: 79 78 A10 RM NO 2
 AK5462_MARK LOGO: FLDT  
 AK5462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5462+STABILITY: SURFACE MOTION
 AK5462
 AK5462  HISTORY     - Date     Condition        Report By
 AK5462  HISTORY     - 1978     MONUMENTED       FLDT
 AK5462  HISTORY     - 1985     GOOD             FLDNR
 AK5462  HISTORY     - 1987     GOOD             FLDNR
 AK5462
 AK5462                          STATION DESCRIPTION
 AK5462
 AK5462'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5462'9.3 MI SE FROM NEW SMYRNA BEACH.
 AK5462'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5462'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.3 MILES TO
 AK5462'THE TURTLE MOUND SCENIC LOOKOUT POINT. THE MARK BEARS 45 FEET SOUTH-
 AK5462'EAST OF THE CENTERLINE OF SHELL DRIVEWAY TO A HOUSE AND 12.5 FEET
 AK5462'EAST OF THE CENTERLINE OF THE OLD ROAD.
 AK5462
 AK5462                          STATION RECOVERY (1985)
 AK5462
 AK5462'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AK5462'RECOVERED IN GOOD CONDITION.
 AK5462
 AK5462                          STATION RECOVERY (1987)
 AK5462
 AK5462'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK5462'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK5462'NEW SMYRNA BEACH, GO 9.5 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK5462'THE MARK BEARS 80 FEET OF THE CENTERLINE OF A1A, 13 FEET EAST OF THE
 AK5462'CENTERLINE OF A PAVED DRIVE, 30 FEET EAST-NORTHEAST OF MARK 79 78
 AK5462'A10, AND 0.1 MILE NORTH OF THE ENTRANCE TO THE TURTLE MOUND
 AK5462'HISTORICAL SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5465 ***********************************************************************
 AK5465  DESIGNATION -  79 78 A 11 FLDNR
 AK5465  PID         -  AK5465
 AK5465  STATE/COUNTY-  FL/VOLUSIA
 AK5465  USGS QUAD   -  ARIEL (1970)
 AK5465
 AK5465                         *CURRENT SURVEY CONTROL
 AK5465  ___________________________________________________________________
 AK5465* NAD 83(1986)-  28 56 22.     (N)    080 49 56.     (W)     SCALED    
 AK5465* NAVD 88     -         1.254  (meters)       4.11   (feet)  ADJUSTED  
 AK5465  ___________________________________________________________________
 AK5465  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5465  DYNAMIC HT  -           1.252 (meters)       4.11  (feet)  COMP
 AK5465  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 AK5465
 AK5465  VERT ORDER  -  SECOND    CLASS II
 AK5465
 AK5465.The horizontal coordinates were scaled from a topographic map and have
 AK5465.an estimated accuracy of +/- 6 seconds.
 AK5465
 AK5465.The orthometric height was determined by differential leveling
 AK5465.and adjusted by the National Geodetic Survey in June 1991..
 AK5465
 AK5465.The geoid height was determined by GEOID03.
 AK5465
 AK5465.The dynamic height is computed by dividing the NAVD 88
 AK5465.geopotential number by the normal gravity value computed on the
 AK5465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5465.degrees latitude (g = 980.6199 gals.).
 AK5465
 AK5465.The modeled gravity was interpolated from observed gravity values.
 AK5465
 AK5465;                    North         East    Units  Estimated Accuracy
 AK5465;SPC FL E     -   510,330.      216,360.      MT  (+/- 180 meters Scaled)
 AK5465
 AK5465                          SUPERSEDED SURVEY CONTROL
 AK5465
 AK5465  NGVD 29 (09/01/92)    1.634  (m)            5.36   (f) ADJUSTED    2 2
 AK5465
 AK5465.Superseded values are not recommended for survey control.
 AK5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5465.See file dsdata.txt to determine how the superseded data were derived.
 AK5465
 AK5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN163012(NAD 83)
 AK5465_MARKER: DD = SURVEY DISK
 AK5465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5465_SP_SET: CONCRETE POST
 AK5465_STAMPING: 79 78 A11
 AK5465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5465+STABILITY: SURFACE MOTION
 AK5465
 AK5465  HISTORY     - Date     Condition        Report By
 AK5465  HISTORY     - 1978     MONUMENTED       FLDT
 AK5465
 AK5465                          STATION DESCRIPTION
 AK5465
 AK5465'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5465'8.6 MI SE FROM NEW SMYRNA BEACH.
 AK5465'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5465'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 8.6 MILES TO
 AK5465'A POINT WHERE THE INLET WATERWAY MAKES ITS APPROACH TO THE ROAD.
 AK5465'THE MARK BEARS 189 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE
 AK5465'HEADWALL, 22.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A
 AK5465'AND 18 FEET SOUTHWEST OF BRUSH LINE. MARK IS A FLORIDA DEPARTMENT OF
 AK5465'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AK5465'TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5466 ***********************************************************************
 AK5466  DESIGNATION -  79 78 A 11 RM 1 FLDT
 AK5466  PID         -  AK5466
 AK5466  STATE/COUNTY-  FL/VOLUSIA
 AK5466  USGS QUAD   -  ARIEL (1970)
 AK5466
 AK5466                         *CURRENT SURVEY CONTROL
 AK5466  ___________________________________________________________________
 AK5466* NAD 83(1986)-  28 56 22.     (N)    080 49 56.     (W)     SCALED    
 AK5466* NAVD 88     -         0.822  (meters)       2.70   (feet)  ADJUSTED  
 AK5466  ___________________________________________________________________
 AK5466  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5466  DYNAMIC HT  -           0.821 (meters)       2.69  (feet)  COMP
 AK5466  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 AK5466
 AK5466  VERT ORDER  -  SECOND    CLASS II
 AK5466
 AK5466.The horizontal coordinates were scaled from a topographic map and have
 AK5466.an estimated accuracy of +/- 6 seconds.
 AK5466
 AK5466.The orthometric height was determined by differential leveling
 AK5466.and adjusted by the National Geodetic Survey in June 1991..
 AK5466
 AK5466.The geoid height was determined by GEOID03.
 AK5466
 AK5466.The dynamic height is computed by dividing the NAVD 88
 AK5466.geopotential number by the normal gravity value computed on the
 AK5466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5466.degrees latitude (g = 980.6199 gals.).
 AK5466
 AK5466.The modeled gravity was interpolated from observed gravity values.
 AK5466
 AK5466;                    North         East    Units  Estimated Accuracy
 AK5466;SPC FL E     -   510,330.      216,360.      MT  (+/- 180 meters Scaled)
 AK5466
 AK5466                          SUPERSEDED SURVEY CONTROL
 AK5466
 AK5466  NGVD 29 (09/01/92)    1.203  (m)            3.95   (f) ADJUSTED    2 2
 AK5466
 AK5466.Superseded values are not recommended for survey control.
 AK5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5466.See file dsdata.txt to determine how the superseded data were derived.
 AK5466
 AK5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN163012(NAD 83)
 AK5466_MARKER: DD = SURVEY DISK
 AK5466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5466_SP_SET: 4X4 PRECAST
 AK5466_STAMPING: 79 78 A11 RM NO 1
 AK5466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5466+STABILITY: SURFACE MOTION
 AK5466
 AK5466  HISTORY     - Date     Condition        Report By
 AK5466  HISTORY     - 1978     MONUMENTED       FLDT
 AK5466
 AK5466                          STATION DESCRIPTION
 AK5466
 AK5466'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5466'8.6 MI SE FROM NEW SMYRNA BEACH.
 AK5466'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5466'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 8.6 MILES.
 AK5466'THE MARK BEARS 44 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AK5466'A1A AND 5.5 FEET NORTHEAST OF THE BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5464 ***********************************************************************
 AK5464  DESIGNATION -  79 78 A 11 RM 2 FLDT
 AK5464  PID         -  AK5464
 AK5464  STATE/COUNTY-  FL/VOLUSIA
 AK5464  USGS QUAD   -  ARIEL (1970)
 AK5464
 AK5464                         *CURRENT SURVEY CONTROL
 AK5464  ___________________________________________________________________
 AK5464* NAD 83(1986)-  28 56 22.     (N)    080 49 56.     (W)     SCALED    
 AK5464* NAVD 88     -         0.813  (meters)       2.67   (feet)  ADJUSTED  
 AK5464  ___________________________________________________________________
 AK5464  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5464  DYNAMIC HT  -           0.811 (meters)       2.66  (feet)  COMP
 AK5464  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 AK5464
 AK5464  VERT ORDER  -  SECOND    CLASS II
 AK5464
 AK5464.The horizontal coordinates were scaled from a topographic map and have
 AK5464.an estimated accuracy of +/- 6 seconds.
 AK5464
 AK5464.The orthometric height was determined by differential leveling
 AK5464.and adjusted by the National Geodetic Survey in June 1991..
 AK5464
 AK5464.The geoid height was determined by GEOID03.
 AK5464
 AK5464.The dynamic height is computed by dividing the NAVD 88
 AK5464.geopotential number by the normal gravity value computed on the
 AK5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5464.degrees latitude (g = 980.6199 gals.).
 AK5464
 AK5464.The modeled gravity was interpolated from observed gravity values.
 AK5464
 AK5464;                    North         East    Units  Estimated Accuracy
 AK5464;SPC FL E     -   510,330.      216,360.      MT  (+/- 180 meters Scaled)
 AK5464
 AK5464                          SUPERSEDED SURVEY CONTROL
 AK5464
 AK5464  NGVD 29 (09/01/92)    1.193  (m)            3.91   (f) ADJUSTED    2 2
 AK5464
 AK5464.Superseded values are not recommended for survey control.
 AK5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5464.See file dsdata.txt to determine how the superseded data were derived.
 AK5464
 AK5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN163012(NAD 83)
 AK5464_MARKER: DD = SURVEY DISK
 AK5464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5464_SP_SET: 4X4 PRECAST
 AK5464_STAMPING: 79 78 A11 RM NO 2
 AK5464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5464+STABILITY: SURFACE MOTION
 AK5464
 AK5464  HISTORY     - Date     Condition        Report By
 AK5464  HISTORY     - 1978     MONUMENTED       FLDT
 AK5464
 AK5464                          STATION DESCRIPTION
 AK5464
 AK5464'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5464'8.6 MI SE FROM NEW SMYRNA BEACH.
 AK5464'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5464'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 8.6 MILES.
 AK5464'THE MARK BEARS 41.7 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AK5464'A1A AND 2.7 FEET SOUTHWEST OF THE BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5469 ***********************************************************************
 AK5469  DESIGNATION -  79 78 A 12 FLDNR
 AK5469  PID         -  AK5469
 AK5469  STATE/COUNTY-  FL/VOLUSIA
 AK5469  USGS QUAD   -  ARIEL (1970)
 AK5469
 AK5469                         *CURRENT SURVEY CONTROL
 AK5469  ___________________________________________________________________
 AK5469* NAD 83(1986)-  28 57 06.     (N)    080 50 26.     (W)     SCALED    
 AK5469* NAVD 88     -         1.284  (meters)       4.21   (feet)  ADJUSTED  
 AK5469  ___________________________________________________________________
 AK5469  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5469  DYNAMIC HT  -           1.282 (meters)       4.21  (feet)  COMP
 AK5469  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AK5469
 AK5469  VERT ORDER  -  SECOND    CLASS II
 AK5469
 AK5469.The horizontal coordinates were scaled from a topographic map and have
 AK5469.an estimated accuracy of +/- 6 seconds.
 AK5469
 AK5469.The orthometric height was determined by differential leveling
 AK5469.and adjusted by the National Geodetic Survey in June 1991..
 AK5469
 AK5469.The geoid height was determined by GEOID03.
 AK5469
 AK5469.The dynamic height is computed by dividing the NAVD 88
 AK5469.geopotential number by the normal gravity value computed on the
 AK5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5469.degrees latitude (g = 980.6199 gals.).
 AK5469
 AK5469.The modeled gravity was interpolated from observed gravity values.
 AK5469
 AK5469;                    North         East    Units  Estimated Accuracy
 AK5469;SPC FL E     -   511,680.      215,540.      MT  (+/- 180 meters Scaled)
 AK5469
 AK5469                          SUPERSEDED SURVEY CONTROL
 AK5469
 AK5469  NGVD 29 (09/01/92)    1.663  (m)            5.46   (f) ADJUSTED    2 2
 AK5469
 AK5469.Superseded values are not recommended for survey control.
 AK5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5469.See file dsdata.txt to determine how the superseded data were derived.
 AK5469
 AK5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN155026(NAD 83)
 AK5469_MARKER: DD = SURVEY DISK
 AK5469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5469_SP_SET: CONCRETE POST
 AK5469_STAMPING: 79 78 A12
 AK5469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5469+STABILITY: SURFACE MOTION
 AK5469
 AK5469  HISTORY     - Date     Condition        Report By
 AK5469  HISTORY     - 1978     MONUMENTED       FLDT
 AK5469
 AK5469                          STATION DESCRIPTION
 AK5469
 AK5469'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5469'7.6 MI SE FROM NEW SMYRNA BEACH.
 AK5469'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5469'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 7.6 MILES TO
 AK5469'THE INTERSECTION OF 15TH STREET. THE MARK BEARS 63 FEET SOUTHEAST
 AK5469'OF A POWER POLE, 35 FEET SOUTHEAST OF THE CENTERLINE OF 15TH
 AK5469'STREET AND 22.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AK5469'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5469'FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5467 ***********************************************************************
 AK5467  DESIGNATION -  79 78 A 12 RM 1 FLDT
 AK5467  PID         -  AK5467
 AK5467  STATE/COUNTY-  FL/VOLUSIA
 AK5467  USGS QUAD   -  ARIEL (1970)
 AK5467
 AK5467                         *CURRENT SURVEY CONTROL
 AK5467  ___________________________________________________________________
 AK5467* NAD 83(1986)-  28 57 06.     (N)    080 50 26.     (W)     SCALED    
 AK5467* NAVD 88     -         1.124  (meters)       3.69   (feet)  ADJUSTED  
 AK5467  ___________________________________________________________________
 AK5467  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5467  DYNAMIC HT  -           1.122 (meters)       3.68  (feet)  COMP
 AK5467  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AK5467
 AK5467  VERT ORDER  -  SECOND    CLASS II
 AK5467
 AK5467.The horizontal coordinates were scaled from a topographic map and have
 AK5467.an estimated accuracy of +/- 6 seconds.
 AK5467
 AK5467.The orthometric height was determined by differential leveling
 AK5467.and adjusted by the National Geodetic Survey in June 1991..
 AK5467
 AK5467.The geoid height was determined by GEOID03.
 AK5467
 AK5467.The dynamic height is computed by dividing the NAVD 88
 AK5467.geopotential number by the normal gravity value computed on the
 AK5467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5467.degrees latitude (g = 980.6199 gals.).
 AK5467
 AK5467.The modeled gravity was interpolated from observed gravity values.
 AK5467
 AK5467;                    North         East    Units  Estimated Accuracy
 AK5467;SPC FL E     -   511,680.      215,540.      MT  (+/- 180 meters Scaled)
 AK5467
 AK5467                          SUPERSEDED SURVEY CONTROL
 AK5467
 AK5467  NGVD 29 (09/01/92)    1.503  (m)            4.93   (f) ADJUSTED    2 2
 AK5467
 AK5467.Superseded values are not recommended for survey control.
 AK5467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5467.See file dsdata.txt to determine how the superseded data were derived.
 AK5467
 AK5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN155026(NAD 83)
 AK5467_MARKER: DD = SURVEY DISK
 AK5467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5467_SP_SET: 4X4 PRECAST
 AK5467_STAMPING: 79 78 A12 RM NO 1
 AK5467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5467+STABILITY: SURFACE MOTION
 AK5467
 AK5467  HISTORY     - Date     Condition        Report By
 AK5467  HISTORY     - 1978     MONUMENTED       FLDT
 AK5467
 AK5467                          STATION DESCRIPTION
 AK5467
 AK5467'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5467'7.6 MI SE FROM NEW SMYRNA BEACH.
 AK5467'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5467'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 7.6 MILES TO
 AK5467'THE INTERSECTION OF 15TH STREET. THE MARK BEARS 43.5 FEET NORTH-
 AK5467'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 32 FEET SOUTHEAST OF
 AK5467'THE CENTERLINE OF 15TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5468 ***********************************************************************
 AK5468  DESIGNATION -  79 78 A 12 RM 2 FLDT
 AK5468  PID         -  AK5468
 AK5468  STATE/COUNTY-  FL/VOLUSIA
 AK5468  USGS QUAD   -  ARIEL (1970)
 AK5468
 AK5468                         *CURRENT SURVEY CONTROL
 AK5468  ___________________________________________________________________
 AK5468* NAD 83(1986)-  28 57 06.     (N)    080 50 26.     (W)     SCALED    
 AK5468* NAVD 88     -         1.011  (meters)       3.32   (feet)  ADJUSTED  
 AK5468  ___________________________________________________________________
 AK5468  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5468  DYNAMIC HT  -           1.010 (meters)       3.31  (feet)  COMP
 AK5468  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AK5468
 AK5468  VERT ORDER  -  SECOND    CLASS II
 AK5468
 AK5468.The horizontal coordinates were scaled from a topographic map and have
 AK5468.an estimated accuracy of +/- 6 seconds.
 AK5468
 AK5468.The orthometric height was determined by differential leveling
 AK5468.and adjusted by the National Geodetic Survey in June 1991..
 AK5468
 AK5468.The geoid height was determined by GEOID03.
 AK5468
 AK5468.The dynamic height is computed by dividing the NAVD 88
 AK5468.geopotential number by the normal gravity value computed on the
 AK5468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5468.degrees latitude (g = 980.6199 gals.).
 AK5468
 AK5468.The modeled gravity was interpolated from observed gravity values.
 AK5468
 AK5468;                    North         East    Units  Estimated Accuracy
 AK5468;SPC FL E     -   511,680.      215,540.      MT  (+/- 180 meters Scaled)
 AK5468
 AK5468                          SUPERSEDED SURVEY CONTROL
 AK5468
 AK5468  NGVD 29 (09/01/92)    1.390  (m)            4.56   (f) ADJUSTED    2 2
 AK5468
 AK5468.Superseded values are not recommended for survey control.
 AK5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5468.See file dsdata.txt to determine how the superseded data were derived.
 AK5468
 AK5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN155026(NAD 83)
 AK5468_MARKER: DD = SURVEY DISK
 AK5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5468_SP_SET: 4X4 PRECAST
 AK5468_STAMPING: 79 78 A12 RM NO 2
 AK5468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5468+STABILITY: SURFACE MOTION
 AK5468
 AK5468  HISTORY     - Date     Condition        Report By
 AK5468  HISTORY     - 1978     MONUMENTED       FLDT
 AK5468
 AK5468                          STATION DESCRIPTION
 AK5468
 AK5468'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5468'7.6 MI SE FROM NEW SMYRNA BEACH.
 AK5468'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5468'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 7.6 MILES TO
 AK5468'THE INTERSECTION OF 15TH STREET. THE MARK BEARS 42.5 FEET NORTH-
 AK5468'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 62 FEET SOUTHEAST OF
 AK5468'THE CENTERLINE OF 15TH STREET
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5471 ***********************************************************************
 AK5471  DESIGNATION -  79 78 A 13 FLDNR
 AK5471  PID         -  AK5471
 AK5471  STATE/COUNTY-  FL/VOLUSIA
 AK5471  USGS QUAD   -  ARIEL (1970)
 AK5471
 AK5471                         *CURRENT SURVEY CONTROL
 AK5471  ___________________________________________________________________
 AK5471* NAD 83(1986)-  28 57 44.     (N)    080 50 53.     (W)     SCALED    
 AK5471* NAVD 88     -         1.365  (meters)       4.48   (feet)  ADJUSTED  
 AK5471  ___________________________________________________________________
 AK5471  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5471  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 AK5471  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AK5471
 AK5471  VERT ORDER  -  SECOND    CLASS II
 AK5471
 AK5471.The horizontal coordinates were scaled from a topographic map and have
 AK5471.an estimated accuracy of +/- 6 seconds.
 AK5471
 AK5471.The orthometric height was determined by differential leveling
 AK5471.and adjusted by the National Geodetic Survey in June 1991..
 AK5471
 AK5471.The geoid height was determined by GEOID03.
 AK5471
 AK5471.The dynamic height is computed by dividing the NAVD 88
 AK5471.geopotential number by the normal gravity value computed on the
 AK5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5471.degrees latitude (g = 980.6199 gals.).
 AK5471
 AK5471.The modeled gravity was interpolated from observed gravity values.
 AK5471
 AK5471;                    North         East    Units  Estimated Accuracy
 AK5471;SPC FL E     -   512,850.      214,810.      MT  (+/- 180 meters Scaled)
 AK5471
 AK5471                          SUPERSEDED SURVEY CONTROL
 AK5471
 AK5471  NGVD 29 (09/01/92)    1.741  (m)            5.71   (f) ADJUSTED    2 2
 AK5471
 AK5471.Superseded values are not recommended for survey control.
 AK5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5471.See file dsdata.txt to determine how the superseded data were derived.
 AK5471
 AK5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148038(NAD 83)
 AK5471_MARKER: DD = SURVEY DISK
 AK5471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5471_SP_SET: CONCRETE POST
 AK5471_STAMPING: 79 78 A13
 AK5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5471+STABILITY: SURFACE MOTION
 AK5471
 AK5471  HISTORY     - Date     Condition        Report By
 AK5471  HISTORY     - 1978     MONUMENTED       FLDT
 AK5471
 AK5471                          STATION DESCRIPTION
 AK5471
 AK5471'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5471'6.7 MI SE FROM NEW SMYRNA BEACH.
 AK5471'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5471'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.7 MILES TO
 AK5471'AN OCTAGONAL SHAPED HOUSE. THE MARK BEARS 63.3 FEET EAST OF A
 AK5471'POWER POLE AND 17.4 FEET NORTHEAST OF THE CENTERLINE OF STATE
 AK5471'ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AK5471'ESTABLISHED BY DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5472 ***********************************************************************
 AK5472  DESIGNATION -  79 78 A 13 RM 1 FLDT
 AK5472  PID         -  AK5472
 AK5472  STATE/COUNTY-  FL/VOLUSIA
 AK5472  USGS QUAD   -  ARIEL (1970)
 AK5472
 AK5472                         *CURRENT SURVEY CONTROL
 AK5472  ___________________________________________________________________
 AK5472* NAD 83(1986)-  28 57 44.     (N)    080 50 53.     (W)     SCALED    
 AK5472* NAVD 88     -         0.839  (meters)       2.75   (feet)  ADJUSTED  
 AK5472  ___________________________________________________________________
 AK5472  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5472  DYNAMIC HT  -           0.838 (meters)       2.75  (feet)  COMP
 AK5472  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AK5472
 AK5472  VERT ORDER  -  SECOND    CLASS II
 AK5472
 AK5472.The horizontal coordinates were scaled from a topographic map and have
 AK5472.an estimated accuracy of +/- 6 seconds.
 AK5472
 AK5472.The orthometric height was determined by differential leveling
 AK5472.and adjusted by the National Geodetic Survey in June 1991..
 AK5472
 AK5472.The geoid height was determined by GEOID03.
 AK5472
 AK5472.The dynamic height is computed by dividing the NAVD 88
 AK5472.geopotential number by the normal gravity value computed on the
 AK5472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5472.degrees latitude (g = 980.6199 gals.).
 AK5472
 AK5472.The modeled gravity was interpolated from observed gravity values.
 AK5472
 AK5472;                    North         East    Units  Estimated Accuracy
 AK5472;SPC FL E     -   512,850.      214,810.      MT  (+/- 180 meters Scaled)
 AK5472
 AK5472                          SUPERSEDED SURVEY CONTROL
 AK5472
 AK5472  NGVD 29 (09/01/92)    1.215  (m)            3.99   (f) ADJUSTED    2 2
 AK5472
 AK5472.Superseded values are not recommended for survey control.
 AK5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5472.See file dsdata.txt to determine how the superseded data were derived.
 AK5472
 AK5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148038(NAD 83)
 AK5472_MARKER: DD = SURVEY DISK
 AK5472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5472_SP_SET: 4X4 PRECAST
 AK5472_STAMPING: 79 78 A13 RM NO 1
 AK5472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5472+STABILITY: SURFACE MOTION
 AK5472
 AK5472  HISTORY     - Date     Condition        Report By
 AK5472  HISTORY     - 1978     MONUMENTED       FLDT
 AK5472
 AK5472                          STATION DESCRIPTION
 AK5472
 AK5472'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5472'6.7 MI SE FROM NEW SMYRNA BEACH.
 AK5472'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5472'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.7 MILES.
 AK5472'THE MARK BEARS 83.9 FEET NORTHEAST OF A POWER POLE AND 40.5 FEET
 AK5472'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5470 ***********************************************************************
 AK5470  DESIGNATION -  79 78 A 13 RM 2 FLDT
 AK5470  PID         -  AK5470
 AK5470  STATE/COUNTY-  FL/VOLUSIA
 AK5470  USGS QUAD   -  ARIEL (1970)
 AK5470
 AK5470                         *CURRENT SURVEY CONTROL
 AK5470  ___________________________________________________________________
 AK5470* NAD 83(1986)-  28 57 44.     (N)    080 50 53.     (W)     SCALED    
 AK5470* NAVD 88     -         0.786  (meters)       2.58   (feet)  ADJUSTED  
 AK5470  ___________________________________________________________________
 AK5470  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5470  DYNAMIC HT  -           0.785 (meters)       2.58  (feet)  COMP
 AK5470  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AK5470
 AK5470  VERT ORDER  -  SECOND    CLASS II
 AK5470
 AK5470.The horizontal coordinates were scaled from a topographic map and have
 AK5470.an estimated accuracy of +/- 6 seconds.
 AK5470
 AK5470.The orthometric height was determined by differential leveling
 AK5470.and adjusted by the National Geodetic Survey in June 1991..
 AK5470
 AK5470.The geoid height was determined by GEOID03.
 AK5470
 AK5470.The dynamic height is computed by dividing the NAVD 88
 AK5470.geopotential number by the normal gravity value computed on the
 AK5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5470.degrees latitude (g = 980.6199 gals.).
 AK5470
 AK5470.The modeled gravity was interpolated from observed gravity values.
 AK5470
 AK5470;                    North         East    Units  Estimated Accuracy
 AK5470;SPC FL E     -   512,850.      214,810.      MT  (+/- 180 meters Scaled)
 AK5470
 AK5470                          SUPERSEDED SURVEY CONTROL
 AK5470
 AK5470  NGVD 29 (09/01/92)    1.162  (m)            3.81   (f) ADJUSTED    2 2
 AK5470
 AK5470.Superseded values are not recommended for survey control.
 AK5470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5470.See file dsdata.txt to determine how the superseded data were derived.
 AK5470
 AK5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148038(NAD 83)
 AK5470_MARKER: DD = SURVEY DISK
 AK5470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5470_SP_SET: 4X4 PRECAST
 AK5470_STAMPING: 79 78 A13 RM NO 2
 AK5470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5470+STABILITY: SURFACE MOTION
 AK5470
 AK5470  HISTORY     - Date     Condition        Report By
 AK5470  HISTORY     - 1978     MONUMENTED       FLDT
 AK5470
 AK5470                          STATION DESCRIPTION
 AK5470
 AK5470'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5470'6.7 MI SE FROM NEW SMYRNA BEACH.
 AK5470'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5470'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.7 MILES.
 AK5470'THE MARK BEARS 91.3 FEET EAST SOUTHEAST OF A POWER POLE AND 40.8
 AK5470'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5473 ***********************************************************************
 AK5473  DESIGNATION -  79 78 A 14 FLDNR
 AK5473  PID         -  AK5473
 AK5473  STATE/COUNTY-  FL/VOLUSIA
 AK5473  USGS QUAD   -  ARIEL (1970)
 AK5473
 AK5473                         *CURRENT SURVEY CONTROL
 AK5473  ___________________________________________________________________
 AK5473* NAD 83(1986)-  28 57 57.     (N)    080 51 00.     (W)     SCALED    
 AK5473* NAVD 88     -         1.685  (meters)       5.53   (feet)  ADJUSTED  
 AK5473  ___________________________________________________________________
 AK5473  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK5473  DYNAMIC HT  -           1.683 (meters)       5.52  (feet)  COMP
 AK5473  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AK5473
 AK5473  VERT ORDER  -  SECOND    CLASS II
 AK5473
 AK5473.The horizontal coordinates were scaled from a topographic map and have
 AK5473.an estimated accuracy of +/- 6 seconds.
 AK5473
 AK5473.The orthometric height was determined by differential leveling
 AK5473.and adjusted by the National Geodetic Survey in June 1991..
 AK5473
 AK5473.The geoid height was determined by GEOID03.
 AK5473
 AK5473.The dynamic height is computed by dividing the NAVD 88
 AK5473.geopotential number by the normal gravity value computed on the
 AK5473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5473.degrees latitude (g = 980.6199 gals.).
 AK5473
 AK5473.The modeled gravity was interpolated from observed gravity values.
 AK5473
 AK5473;                    North         East    Units  Estimated Accuracy
 AK5473;SPC FL E     -   513,250.      214,620.      MT  (+/- 180 meters Scaled)
 AK5473
 AK5473                          SUPERSEDED SURVEY CONTROL
 AK5473
 AK5473  NGVD 29 (09/01/92)    2.060  (m)            6.76   (f) ADJUSTED    2 2
 AK5473
 AK5473.Superseded values are not recommended for survey control.
 AK5473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5473.See file dsdata.txt to determine how the superseded data were derived.
 AK5473
 AK5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN146042(NAD 83)
 AK5473_MARKER: DD = SURVEY DISK
 AK5473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5473_SP_SET: CONCRETE POST
 AK5473_STAMPING: 79 78 A14
 AK5473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5473+STABILITY: SURFACE MOTION
 AK5473
 AK5473  HISTORY     - Date     Condition        Report By
 AK5473  HISTORY     - 1978     MONUMENTED       FLDT
 AK5473
 AK5473                          STATION DESCRIPTION
 AK5473
 AK5473'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5473'6.4 MI SE FROM NEW SMYRNA BEACH.
 AK5473'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5473'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.4 MILES.
 AK5473'THE MARK BEARS 57 FEET SOUTHEAST OF THE CENTERLINE OF A SHELL
 AK5473'DRIVEWAY, 22 FEET NORTHWEST OF THE NORTH EDGE OF A CONCRETE
 AK5473'DRIVEWAY AND 16.5 FEET NORTHEAST OF THE CENTERLINE OF STATE
 AK5473'ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AK5473'ESTABLISHED BY DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5475 ***********************************************************************
 AK5475  DESIGNATION -  79 78 A 15 FLDNR
 AK5475  PID         -  AK5475
 AK5475  STATE/COUNTY-  FL/VOLUSIA
 AK5475  USGS QUAD   -  ARIEL (1970)
 AK5475
 AK5475                         *CURRENT SURVEY CONTROL
 AK5475  ___________________________________________________________________
 AK5475* NAD 83(1986)-  28 58 30.     (N)    080 51 25.     (W)     SCALED    
 AK5475* NAVD 88     -         1.528  (meters)       5.01   (feet)  ADJUSTED  
 AK5475  ___________________________________________________________________
 AK5475  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK5475  DYNAMIC HT  -           1.526 (meters)       5.01  (feet)  COMP
 AK5475  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AK5475
 AK5475  VERT ORDER  -  SECOND    CLASS II
 AK5475
 AK5475.The horizontal coordinates were scaled from a topographic map and have
 AK5475.an estimated accuracy of +/- 6 seconds.
 AK5475
 AK5475.The orthometric height was determined by differential leveling
 AK5475.and adjusted by the National Geodetic Survey in June 1991..
 AK5475
 AK5475.The geoid height was determined by GEOID03.
 AK5475
 AK5475.The dynamic height is computed by dividing the NAVD 88
 AK5475.geopotential number by the normal gravity value computed on the
 AK5475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5475.degrees latitude (g = 980.6199 gals.).
 AK5475
 AK5475.The modeled gravity was interpolated from observed gravity values.
 AK5475
 AK5475;                    North         East    Units  Estimated Accuracy
 AK5475;SPC FL E     -   514,270.      213,940.      MT  (+/- 180 meters Scaled)
 AK5475
 AK5475                          SUPERSEDED SURVEY CONTROL
 AK5475
 AK5475  NGVD 29 (09/01/92)    1.901  (m)            6.24   (f) ADJUSTED    2 2
 AK5475
 AK5475.Superseded values are not recommended for survey control.
 AK5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5475.See file dsdata.txt to determine how the superseded data were derived.
 AK5475
 AK5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN139052(NAD 83)
 AK5475_MARKER: DD = SURVEY DISK
 AK5475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5475_SP_SET: CONCRETE POST
 AK5475_STAMPING: 79 78 A15
 AK5475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5475+STABILITY: SURFACE MOTION
 AK5475
 AK5475  HISTORY     - Date     Condition        Report By
 AK5475  HISTORY     - 1978     MONUMENTED       FLDT
 AK5475
 AK5475                          STATION DESCRIPTION
 AK5475
 AK5475'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5475'5.6 MI SE FROM NEW SMYRNA BEACH.
 AK5475'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,AT
 AK5475'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 5.6 MILES
 AK5475'TO A DIRT DRIVE LEADING EAST. THE MARK BEARS 40 FEET SOUTHEAST
 AK5475'OF THE CENTERLINE OF THE DIRT DRIVE AND 15 FEET NORTHEAST OF THE
 AK5475'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AK5475'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5476 ***********************************************************************
 AK5476  DESIGNATION -  79 78 A 15 RM 1 FLDT
 AK5476  PID         -  AK5476
 AK5476  STATE/COUNTY-  FL/VOLUSIA
 AK5476  USGS QUAD   -  ARIEL (1970)
 AK5476
 AK5476                         *CURRENT SURVEY CONTROL
 AK5476  ___________________________________________________________________
 AK5476* NAD 83(1986)-  28 58 30.     (N)    080 51 25.     (W)     SCALED    
 AK5476* NAVD 88     -         1.728  (meters)       5.67   (feet)  ADJUSTED  
 AK5476  ___________________________________________________________________
 AK5476  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK5476  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 AK5476  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AK5476
 AK5476  VERT ORDER  -  SECOND    CLASS II
 AK5476
 AK5476.The horizontal coordinates were scaled from a topographic map and have
 AK5476.an estimated accuracy of +/- 6 seconds.
 AK5476
 AK5476.The orthometric height was determined by differential leveling
 AK5476.and adjusted by the National Geodetic Survey in June 1991..
 AK5476
 AK5476.The geoid height was determined by GEOID03.
 AK5476
 AK5476.The dynamic height is computed by dividing the NAVD 88
 AK5476.geopotential number by the normal gravity value computed on the
 AK5476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5476.degrees latitude (g = 980.6199 gals.).
 AK5476
 AK5476.The modeled gravity was interpolated from observed gravity values.
 AK5476
 AK5476;                    North         East    Units  Estimated Accuracy
 AK5476;SPC FL E     -   514,270.      213,940.      MT  (+/- 180 meters Scaled)
 AK5476
 AK5476                          SUPERSEDED SURVEY CONTROL
 AK5476
 AK5476  NGVD 29 (09/01/92)    2.101  (m)            6.89   (f) ADJUSTED    2 2
 AK5476
 AK5476.Superseded values are not recommended for survey control.
 AK5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5476.See file dsdata.txt to determine how the superseded data were derived.
 AK5476
 AK5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN139052(NAD 83)
 AK5476_MARKER: DD = SURVEY DISK
 AK5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5476_SP_SET: 4X4 PRECAST
 AK5476_STAMPING: 79 78 A15 RM NO 1
 AK5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5476+STABILITY: SURFACE MOTION
 AK5476
 AK5476  HISTORY     - Date     Condition        Report By
 AK5476  HISTORY     - 1978     MONUMENTED       FLDT
 AK5476
 AK5476                          STATION DESCRIPTION
 AK5476
 AK5476'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5476'5.6 MI SE FROM NEW SMYRNA BEACH.
 AK5476'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5476'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 5.6 MILES TO
 AK5476'A DIRT DRIVE LEADING EAST. THE MARK BEARS 47.5 FEET NORTHEAST OF
 AK5476'THE CENTERLINE OF STATE ROAD A1A AND 20 FEET SOUTHEAST OF THE
 AK5476'CENTERLINE OF THE DIRT DRIVVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5474 ***********************************************************************
 AK5474  DESIGNATION -  79 78 A 15 RM 2 FLDT
 AK5474  PID         -  AK5474
 AK5474  STATE/COUNTY-  FL/VOLUSIA
 AK5474  USGS QUAD   -  ARIEL (1970)
 AK5474
 AK5474                         *CURRENT SURVEY CONTROL
 AK5474  ___________________________________________________________________
 AK5474* NAD 83(1986)-  28 58 30.     (N)    080 51 25.     (W)     SCALED    
 AK5474* NAVD 88     -         1.592  (meters)       5.22   (feet)  ADJUSTED  
 AK5474  ___________________________________________________________________
 AK5474  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK5474  DYNAMIC HT  -           1.590 (meters)       5.22  (feet)  COMP
 AK5474  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AK5474
 AK5474  VERT ORDER  -  SECOND    CLASS II
 AK5474
 AK5474.The horizontal coordinates were scaled from a topographic map and have
 AK5474.an estimated accuracy of +/- 6 seconds.
 AK5474
 AK5474.The orthometric height was determined by differential leveling
 AK5474.and adjusted by the National Geodetic Survey in June 1991..
 AK5474
 AK5474.The geoid height was determined by GEOID03.
 AK5474
 AK5474.The dynamic height is computed by dividing the NAVD 88
 AK5474.geopotential number by the normal gravity value computed on the
 AK5474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5474.degrees latitude (g = 980.6199 gals.).
 AK5474
 AK5474.The modeled gravity was interpolated from observed gravity values.
 AK5474
 AK5474;                    North         East    Units  Estimated Accuracy
 AK5474;SPC FL E     -   514,270.      213,940.      MT  (+/- 180 meters Scaled)
 AK5474
 AK5474                          SUPERSEDED SURVEY CONTROL
 AK5474
 AK5474  NGVD 29 (09/01/92)    1.965  (m)            6.45   (f) ADJUSTED    2 2
 AK5474
 AK5474.Superseded values are not recommended for survey control.
 AK5474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5474.See file dsdata.txt to determine how the superseded data were derived.
 AK5474
 AK5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN139052(NAD 83)
 AK5474_MARKER: DD = SURVEY DISK
 AK5474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5474_SP_SET: 4X4 PRECAST
 AK5474_STAMPING: 79 78 A15 RM NO 2
 AK5474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5474+STABILITY: SURFACE MOTION
 AK5474
 AK5474  HISTORY     - Date     Condition        Report By
 AK5474  HISTORY     - 1978     MONUMENTED       FLDT
 AK5474
 AK5474                          STATION DESCRIPTION
 AK5474
 AK5474'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5474'5.6 MI SE FROM NEW SMYRNA BEACH.
 AK5474'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5474'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FO 5.6
 AK5474'MILES TO A DIRT DRIVE LEADING EAST. THE MARK BEARS 47 FEET NORTHEAST
 AK5474'OF THE CENTERLINE OF STATE ROAD A1A AND 3.6 FEET SOUTHWEST OF A
 AK5474'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5478 ***********************************************************************
 AK5478  DESIGNATION -  79 78 A 16 FLDNR
 AK5478  PID         -  AK5478
 AK5478  STATE/COUNTY-  FL/VOLUSIA
 AK5478  USGS QUAD   -  ARIEL (1970)
 AK5478
 AK5478                         *CURRENT SURVEY CONTROL
 AK5478  ___________________________________________________________________
 AK5478* NAD 83(1986)-  28 58 58.     (N)    080 51 46.     (W)     SCALED    
 AK5478* NAVD 88     -         1.531  (meters)       5.02   (feet)  ADJUSTED  
 AK5478  ___________________________________________________________________
 AK5478  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK5478  DYNAMIC HT  -           1.529 (meters)       5.02  (feet)  COMP
 AK5478  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AK5478
 AK5478  VERT ORDER  -  SECOND    CLASS II
 AK5478
 AK5478.The horizontal coordinates were scaled from a topographic map and have
 AK5478.an estimated accuracy of +/- 6 seconds.
 AK5478
 AK5478.The orthometric height was determined by differential leveling
 AK5478.and adjusted by the National Geodetic Survey in June 1991..
 AK5478
 AK5478.The geoid height was determined by GEOID03.
 AK5478
 AK5478.The dynamic height is computed by dividing the NAVD 88
 AK5478.geopotential number by the normal gravity value computed on the
 AK5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5478.degrees latitude (g = 980.6199 gals.).
 AK5478
 AK5478.The modeled gravity was interpolated from observed gravity values.
 AK5478
 AK5478;                    North         East    Units  Estimated Accuracy
 AK5478;SPC FL E     -   515,130.      213,370.      MT  (+/- 180 meters Scaled)
 AK5478
 AK5478                          SUPERSEDED SURVEY CONTROL
 AK5478
 AK5478  NGVD 29 (09/01/92)    1.905  (m)            6.25   (f) ADJUSTED    2 2
 AK5478
 AK5478.Superseded values are not recommended for survey control.
 AK5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5478.See file dsdata.txt to determine how the superseded data were derived.
 AK5478
 AK5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN133060(NAD 83)
 AK5478_MARKER: DD = SURVEY DISK
 AK5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5478_SP_SET: CONCRETE POST
 AK5478_STAMPING: 79 78 A16
 AK5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5478+STABILITY: SURFACE MOTION
 AK5478
 AK5478  HISTORY     - Date     Condition        Report By
 AK5478  HISTORY     - 1978     MONUMENTED       FLDT
 AK5478  HISTORY     - 20030524 MARK NOT FOUND   FL-127
 AK5478
 AK5478                          STATION DESCRIPTION
 AK5478
 AK5478'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5478'5 MI SE FROM NEW SMYRNA BEACH.
 AK5478'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5478'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 5
 AK5478'MILES TO THE INTERSECTION OF SAXON DRIVE. THE MARK BEARS 95.5 FEET
 AK5478'NORTH OF THE CENTERLINE OF HILLSIDE DRIVE, 25.3 FEET SOUTHWEST OF
 AK5478'THE CENTERLINE OF SAXON DRIVE AND 17 FEET NORTHEAST OF THE CENTER-
 AK5478'LINE OF STATE ROAD A1A.
 AK5478'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5478'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5478
 AK5478                          STATION RECOVERY (2003)
 AK5478
 AK5478'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AK5478'STA DESCRIPTION FALLS IN PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5479 ***********************************************************************
 AK5479  DESIGNATION -  79 78 A 16 RM 2 FLDT
 AK5479  PID         -  AK5479
 AK5479  STATE/COUNTY-  FL/VOLUSIA
 AK5479  USGS QUAD   -  ARIEL (1970)
 AK5479
 AK5479                         *CURRENT SURVEY CONTROL
 AK5479  ___________________________________________________________________
 AK5479* NAD 83(1986)-  28 58 58.     (N)    080 51 46.     (W)     SCALED    
 AK5479* NAVD 88     -         1.605  (meters)       5.27   (feet)  ADJUSTED  
 AK5479  ___________________________________________________________________
 AK5479  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK5479  DYNAMIC HT  -           1.602 (meters)       5.26  (feet)  COMP
 AK5479  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AK5479
 AK5479  VERT ORDER  -  SECOND    CLASS II
 AK5479
 AK5479.The horizontal coordinates were scaled from a topographic map and have
 AK5479.an estimated accuracy of +/- 6 seconds.
 AK5479
 AK5479.The orthometric height was determined by differential leveling
 AK5479.and adjusted by the National Geodetic Survey in June 1991..
 AK5479
 AK5479.The geoid height was determined by GEOID03.
 AK5479
 AK5479.The dynamic height is computed by dividing the NAVD 88
 AK5479.geopotential number by the normal gravity value computed on the
 AK5479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5479.degrees latitude (g = 980.6199 gals.).
 AK5479
 AK5479.The modeled gravity was interpolated from observed gravity values.
 AK5479
 AK5479;                    North         East    Units  Estimated Accuracy
 AK5479;SPC FL E     -   515,130.      213,370.      MT  (+/- 180 meters Scaled)
 AK5479
 AK5479                          SUPERSEDED SURVEY CONTROL
 AK5479
 AK5479  NGVD 29 (09/01/92)    1.978  (m)            6.49   (f) ADJUSTED    2 2
 AK5479
 AK5479.Superseded values are not recommended for survey control.
 AK5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5479.See file dsdata.txt to determine how the superseded data were derived.
 AK5479
 AK5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN133060(NAD 83)
 AK5479_MARKER: DD = SURVEY DISK
 AK5479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5479_SP_SET: 4X4 PRECAST
 AK5479_STAMPING: 79 78 A16 RM NO 2
 AK5479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5479+STABILITY: SURFACE MOTION
 AK5479
 AK5479  HISTORY     - Date     Condition        Report By
 AK5479  HISTORY     - 1978     MONUMENTED       FLDT
 AK5479
 AK5479                          STATION DESCRIPTION
 AK5479
 AK5479'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5479'5 MI SE FROM NEW SMYRNA BEACH.
 AK5479'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5479'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 5
 AK5479'MILES TO THE INTERSECTION OF SAXON DRIVE. THE MARK BEARS 50.5 FEET
 AK5479'SOUTH OF STREETLIGHT POLE SBT TC9, 17 FEET NORTHEAST OF THE
 AK5479'CENTERLINE OF STATE ROAD A1A AND 15.6 FEET SOUTHWEST OF THE CENTER-
 AK5479'LINE OF SAXON DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5481 ***********************************************************************
 AK5481  DESIGNATION -  79 78 A 17 FLDNR
 AK5481  PID         -  AK5481
 AK5481  STATE/COUNTY-  FL/VOLUSIA
 AK5481  USGS QUAD   -  ARIEL (1970)
 AK5481
 AK5481                         *CURRENT SURVEY CONTROL
 AK5481  ___________________________________________________________________
 AK5481* NAD 83(1986)-  28 59 35.     (N)    080 52 09.     (W)     SCALED    
 AK5481* NAVD 88     -         3.352  (meters)      11.00   (feet)  ADJUSTED  
 AK5481  ___________________________________________________________________
 AK5481  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK5481  DYNAMIC HT  -           3.347 (meters)      10.98  (feet)  COMP
 AK5481  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AK5481
 AK5481  VERT ORDER  -  SECOND    CLASS II
 AK5481
 AK5481.The horizontal coordinates were scaled from a topographic map and have
 AK5481.an estimated accuracy of +/- 6 seconds.
 AK5481
 AK5481.The orthometric height was determined by differential leveling
 AK5481.and adjusted by the National Geodetic Survey in June 1991..
 AK5481
 AK5481.The geoid height was determined by GEOID03.
 AK5481
 AK5481.The dynamic height is computed by dividing the NAVD 88
 AK5481.geopotential number by the normal gravity value computed on the
 AK5481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5481.degrees latitude (g = 980.6199 gals.).
 AK5481
 AK5481.The modeled gravity was interpolated from observed gravity values.
 AK5481
 AK5481;                    North         East    Units  Estimated Accuracy
 AK5481;SPC FL E     -   516,270.      212,750.      MT  (+/- 180 meters Scaled)
 AK5481
 AK5481                          SUPERSEDED SURVEY CONTROL
 AK5481
 AK5481  NGVD 29 (09/01/92)    3.726  (m)           12.22   (f) ADJUSTED    2 2
 AK5481
 AK5481.Superseded values are not recommended for survey control.
 AK5481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5481.See file dsdata.txt to determine how the superseded data were derived.
 AK5481
 AK5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN127072(NAD 83)
 AK5481_MARKER: DD = SURVEY DISK
 AK5481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5481_SP_SET: CONCRETE POST
 AK5481_STAMPING: 79 78 A17
 AK5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5481+STABILITY: SURFACE MOTION
 AK5481
 AK5481  HISTORY     - Date     Condition        Report By
 AK5481  HISTORY     - 1978     MONUMENTED       FLDT
 AK5481
 AK5481                          STATION DESCRIPTION
 AK5481
 AK5481'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5481'4.2 MI SE FROM NEW SMYRNA BEACH.
 AK5481'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5481'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 4.2
 AK5481'MILES TO ENTRANCE DRIVE TO SHORE VILLAS. THE MARK BEARS 34.5 FEET
 AK5481'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE DRIVE, 18.3 FEET NORTH-
 AK5481'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 13.8 FEET WEST NORTH-
 AK5481'WEST OF A CITY LIMIT SIGN. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AK5481'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5482 ***********************************************************************
 AK5482  DESIGNATION -  79 78 A 17 RM 1 FLDT
 AK5482  PID         -  AK5482
 AK5482  STATE/COUNTY-  FL/VOLUSIA
 AK5482  USGS QUAD   -  ARIEL (1970)
 AK5482
 AK5482                         *CURRENT SURVEY CONTROL
 AK5482  ___________________________________________________________________
 AK5482* NAD 83(1986)-  28 59 35.     (N)    080 52 09.     (W)     SCALED    
 AK5482* NAVD 88     -         3.157  (meters)      10.36   (feet)  ADJUSTED  
 AK5482  ___________________________________________________________________
 AK5482  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK5482  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 AK5482  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AK5482
 AK5482  VERT ORDER  -  SECOND    CLASS II
 AK5482
 AK5482.The horizontal coordinates were scaled from a topographic map and have
 AK5482.an estimated accuracy of +/- 6 seconds.
 AK5482
 AK5482.The orthometric height was determined by differential leveling
 AK5482.and adjusted by the National Geodetic Survey in June 1991..
 AK5482
 AK5482.The geoid height was determined by GEOID03.
 AK5482
 AK5482.The dynamic height is computed by dividing the NAVD 88
 AK5482.geopotential number by the normal gravity value computed on the
 AK5482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5482.degrees latitude (g = 980.6199 gals.).
 AK5482
 AK5482.The modeled gravity was interpolated from observed gravity values.
 AK5482
 AK5482;                    North         East    Units  Estimated Accuracy
 AK5482;SPC FL E     -   516,270.      212,750.      MT  (+/- 180 meters Scaled)
 AK5482
 AK5482                          SUPERSEDED SURVEY CONTROL
 AK5482
 AK5482  NGVD 29 (09/01/92)    3.531  (m)           11.58   (f) ADJUSTED    2 2
 AK5482
 AK5482.Superseded values are not recommended for survey control.
 AK5482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5482.See file dsdata.txt to determine how the superseded data were derived.
 AK5482
 AK5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN127072(NAD 83)
 AK5482_MARKER: DD = SURVEY DISK
 AK5482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5482_SP_SET: 4X4 PRECAST
 AK5482_STAMPING: 79 78 A17 RM NO 1
 AK5482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5482+STABILITY: SURFACE MOTION
 AK5482
 AK5482  HISTORY     - Date     Condition        Report By
 AK5482  HISTORY     - 1978     MONUMENTED       FLDT
 AK5482
 AK5482                          STATION DESCRIPTION
 AK5482
 AK5482'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5482'4.2 MI SE FROM NEW SMYRNA BEACH.
 AK5482'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5482'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 4.2
 AK5482'MILES TO ENTRANCE DRIVE TO SHORE VILLAS. THE MARK BEARS 43 FEET
 AK5482'NORTH NORTHWEST OF A CITY LIMIT SIGN AND 34 FEET NORTHEAST OF THE
 AK5482'CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5480 ***********************************************************************
 AK5480  DESIGNATION -  79 78 A 17 RM 2 FLDT
 AK5480  PID         -  AK5480
 AK5480  STATE/COUNTY-  FL/VOLUSIA
 AK5480  USGS QUAD   -  ARIEL (1970)
 AK5480
 AK5480                         *CURRENT SURVEY CONTROL
 AK5480  ___________________________________________________________________
 AK5480* NAD 83(1986)-  28 59 35.     (N)    080 52 09.     (W)     SCALED    
 AK5480* NAVD 88     -         3.353  (meters)      11.00   (feet)  ADJUSTED  
 AK5480  ___________________________________________________________________
 AK5480  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK5480  DYNAMIC HT  -           3.348 (meters)      10.98  (feet)  COMP
 AK5480  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AK5480
 AK5480  VERT ORDER  -  SECOND    CLASS II
 AK5480
 AK5480.The horizontal coordinates were scaled from a topographic map and have
 AK5480.an estimated accuracy of +/- 6 seconds.
 AK5480
 AK5480.The orthometric height was determined by differential leveling
 AK5480.and adjusted by the National Geodetic Survey in June 1991..
 AK5480
 AK5480.The geoid height was determined by GEOID03.
 AK5480
 AK5480.The dynamic height is computed by dividing the NAVD 88
 AK5480.geopotential number by the normal gravity value computed on the
 AK5480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5480.degrees latitude (g = 980.6199 gals.).
 AK5480
 AK5480.The modeled gravity was interpolated from observed gravity values.
 AK5480
 AK5480;                    North         East    Units  Estimated Accuracy
 AK5480;SPC FL E     -   516,270.      212,750.      MT  (+/- 180 meters Scaled)
 AK5480
 AK5480                          SUPERSEDED SURVEY CONTROL
 AK5480
 AK5480  NGVD 29 (09/01/92)    3.727  (m)           12.23   (f) ADJUSTED    2 2
 AK5480
 AK5480.Superseded values are not recommended for survey control.
 AK5480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5480.See file dsdata.txt to determine how the superseded data were derived.
 AK5480
 AK5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN127072(NAD 83)
 AK5480_MARKER: DD = SURVEY DISK
 AK5480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5480_SP_SET: 4X4 PRECAST
 AK5480_STAMPING: 79 78 A17 RM NO 2
 AK5480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5480+STABILITY: SURFACE MOTION
 AK5480
 AK5480  HISTORY     - Date     Condition        Report By
 AK5480  HISTORY     - 1978     MONUMENTED       FLDT
 AK5480
 AK5480                          STATION DESCRIPTION
 AK5480
 AK5480'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5480'4.2 MI SE FROM NEW SMYRNA BEACH.
 AK5480'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5480'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 4.2
 AK5480'MILES TO ENTRANCE DRIVE TO SHORE VILLAS. THE MARK BEARS 30 FEET
 AK5480'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A AND 17 FEET NORTH-
 AK5480'WEST OF THE CENTERLINE OF THE ENTRANCE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1780 ***********************************************************************
 AQ1780  DESIGNATION -  79 78 A 18 FLDNR
 AQ1780  PID         -  AQ1780
 AQ1780  STATE/COUNTY-  FL/VOLUSIA
 AQ1780  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1780
 AQ1780                         *CURRENT SURVEY CONTROL
 AQ1780  ___________________________________________________________________
 AQ1780* NAD 83(1986)-  29 00 12.     (N)    080 52 32.     (W)     SCALED    
 AQ1780* NAVD 88     -         4.730  (meters)      15.52   (feet)  ADJUSTED  
 AQ1780  ___________________________________________________________________
 AQ1780  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AQ1780  DYNAMIC HT  -           4.723 (meters)      15.50  (feet)  COMP
 AQ1780  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AQ1780
 AQ1780  VERT ORDER  -  SECOND    CLASS II
 AQ1780
 AQ1780.The horizontal coordinates were scaled from a topographic map and have
 AQ1780.an estimated accuracy of +/- 6 seconds.
 AQ1780
 AQ1780.The orthometric height was determined by differential leveling
 AQ1780.and adjusted by the National Geodetic Survey in June 1991..
 AQ1780
 AQ1780.The geoid height was determined by GEOID03.
 AQ1780
 AQ1780.The dynamic height is computed by dividing the NAVD 88
 AQ1780.geopotential number by the normal gravity value computed on the
 AQ1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1780.degrees latitude (g = 980.6199 gals.).
 AQ1780
 AQ1780.The modeled gravity was interpolated from observed gravity values.
 AQ1780
 AQ1780;                    North         East    Units  Estimated Accuracy
 AQ1780;SPC FL E     -   517,410.      212,130.      MT  (+/- 180 meters Scaled)
 AQ1780
 AQ1780                          SUPERSEDED SURVEY CONTROL
 AQ1780
 AQ1780  NGVD 29 (09/01/92)    5.104  (m)           16.75   (f) ADJUSTED    2 2
 AQ1780
 AQ1780.Superseded values are not recommended for survey control.
 AQ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1780.See file dsdata.txt to determine how the superseded data were derived.
 AQ1780
 AQ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN121083(NAD 83)
 AQ1780_MARKER: DD = SURVEY DISK
 AQ1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1780_SP_SET: CONCRETE POST
 AQ1780_STAMPING: 79 78 A18
 AQ1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1780+STABILITY: SURFACE MOTION
 AQ1780
 AQ1780  HISTORY     - Date     Condition        Report By
 AQ1780  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1780
 AQ1780                          STATION DESCRIPTION
 AQ1780
 AQ1780'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1780'3.4 MI SE FROM NEW SMYRNA BEACH.
 AQ1780'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN
 AQ1780'RIVER, AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD
 AQ1780'A1A FOR 3.4 MILES. THE MARK BEARS 34.5 FEET SOUTHWEST OF A CONCRETE
 AQ1780'WALL IN FRONT OF AN APARTMENT COMPLEX, 33.2 FEET SOUTHWEST OF THE
 AQ1780'2ND TREE FROM THE NORTH OF A ROW OF 5 PALM TREES AND 16.4 FEET
 AQ1780'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA
 AQ1780'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1780'OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1781 ***********************************************************************
 AQ1781  DESIGNATION -  79 78 A 18 RM 1 FLDT
 AQ1781  PID         -  AQ1781
 AQ1781  STATE/COUNTY-  FL/VOLUSIA
 AQ1781  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1781
 AQ1781                         *CURRENT SURVEY CONTROL
 AQ1781  ___________________________________________________________________
 AQ1781* NAD 83(1986)-  29 00 12.     (N)    080 52 32.     (W)     SCALED    
 AQ1781* NAVD 88     -         4.668  (meters)      15.31   (feet)  ADJUSTED  
 AQ1781  ___________________________________________________________________
 AQ1781  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AQ1781  DYNAMIC HT  -           4.661 (meters)      15.29  (feet)  COMP
 AQ1781  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AQ1781
 AQ1781  VERT ORDER  -  SECOND    CLASS II
 AQ1781
 AQ1781.The horizontal coordinates were scaled from a topographic map and have
 AQ1781.an estimated accuracy of +/- 6 seconds.
 AQ1781
 AQ1781.The orthometric height was determined by differential leveling
 AQ1781.and adjusted by the National Geodetic Survey in June 1991..
 AQ1781
 AQ1781.The geoid height was determined by GEOID03.
 AQ1781
 AQ1781.The dynamic height is computed by dividing the NAVD 88
 AQ1781.geopotential number by the normal gravity value computed on the
 AQ1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1781.degrees latitude (g = 980.6199 gals.).
 AQ1781
 AQ1781.The modeled gravity was interpolated from observed gravity values.
 AQ1781
 AQ1781;                    North         East    Units  Estimated Accuracy
 AQ1781;SPC FL E     -   517,410.      212,130.      MT  (+/- 180 meters Scaled)
 AQ1781
 AQ1781                          SUPERSEDED SURVEY CONTROL
 AQ1781
 AQ1781  NGVD 29 (09/01/92)    5.042  (m)           16.54   (f) ADJUSTED    2 2
 AQ1781
 AQ1781.Superseded values are not recommended for survey control.
 AQ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1781.See file dsdata.txt to determine how the superseded data were derived.
 AQ1781
 AQ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN121083(NAD 83)
 AQ1781_MARKER: DD = SURVEY DISK
 AQ1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1781_SP_SET: 4X4 PRECAST
 AQ1781_STAMPING: 79 78 A18 RM NO 1
 AQ1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1781+STABILITY: SURFACE MOTION
 AQ1781
 AQ1781  HISTORY     - Date     Condition        Report By
 AQ1781  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1781
 AQ1781                          STATION DESCRIPTION
 AQ1781
 AQ1781'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1781'3.4 MI SE FROM NEW SMYRNA BEACH.
 AQ1781'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1781'AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 3.4
 AQ1781'MILES.  THE MARK BEARS 41.6 FEET SOUTHEAST OF THE CENTERLINE OF A
 AQ1781'DRIVEWAY, 4.4 FEET SOUTH SOUTHEAST OF NORTHERN MOST ONE OF A ROW OF
 AQ1781'5 PALM TREES AND 3.6 FEET SOUTHWEST OF A CONCRETE WALL IN FRONT OF
 AQ1781'AN APARTMENT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1779 ***********************************************************************
 AQ1779  DESIGNATION -  79 78 A 18 RM 2 FLDT
 AQ1779  PID         -  AQ1779
 AQ1779  STATE/COUNTY-  FL/VOLUSIA
 AQ1779  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1779
 AQ1779                         *CURRENT SURVEY CONTROL
 AQ1779  ___________________________________________________________________
 AQ1779* NAD 83(1986)-  29 00 12.     (N)    080 52 32.     (W)     SCALED    
 AQ1779* NAVD 88     -         4.753  (meters)      15.59   (feet)  ADJUSTED  
 AQ1779  ___________________________________________________________________
 AQ1779  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AQ1779  DYNAMIC HT  -           4.747 (meters)      15.57  (feet)  COMP
 AQ1779  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AQ1779
 AQ1779  VERT ORDER  -  SECOND    CLASS II
 AQ1779
 AQ1779.The horizontal coordinates were scaled from a topographic map and have
 AQ1779.an estimated accuracy of +/- 6 seconds.
 AQ1779
 AQ1779.The orthometric height was determined by differential leveling
 AQ1779.and adjusted by the National Geodetic Survey in June 1991..
 AQ1779
 AQ1779.The geoid height was determined by GEOID03.
 AQ1779
 AQ1779.The dynamic height is computed by dividing the NAVD 88
 AQ1779.geopotential number by the normal gravity value computed on the
 AQ1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1779.degrees latitude (g = 980.6199 gals.).
 AQ1779
 AQ1779.The modeled gravity was interpolated from observed gravity values.
 AQ1779
 AQ1779;                    North         East    Units  Estimated Accuracy
 AQ1779;SPC FL E     -   517,410.      212,130.      MT  (+/- 180 meters Scaled)
 AQ1779
 AQ1779                          SUPERSEDED SURVEY CONTROL
 AQ1779
 AQ1779  NGVD 29 (09/01/92)    5.128  (m)           16.82   (f) ADJUSTED    2 2
 AQ1779
 AQ1779.Superseded values are not recommended for survey control.
 AQ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1779.See file dsdata.txt to determine how the superseded data were derived.
 AQ1779
 AQ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN121083(NAD 83)
 AQ1779_MARKER: DD = SURVEY DISK
 AQ1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1779_SP_SET: 4X4 PRECAST
 AQ1779_STAMPING: 79 78 A18 RM NO 2
 AQ1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1779+STABILITY: SURFACE MOTION
 AQ1779
 AQ1779  HISTORY     - Date     Condition        Report By
 AQ1779  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1779
 AQ1779                          STATION DESCRIPTION
 AQ1779
 AQ1779'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1779'3.4 MI SE FROM NEW SMYRNA BEACH.
 AQ1779'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN
 AQ1779'RIVER, AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD
 AQ1779'A1A FOR 3.4 MILES.  THE MARK BEARS 47 FEET NORTHEAST OF THE CENTER-
 AQ1779'LINE OF STATE ROAD A1A, 5 FEET NORTHWEST OF A PALM TREE AND 3.8
 AQ1779'FEET SOUTHWEST OF A CONCRETE WALL IN THE FRONT OF AN APARTMENT
 AQ1779'COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1782 ***********************************************************************
 AQ1782  DESIGNATION -  79 78 A 19 FLDNR
 AQ1782  PID         -  AQ1782
 AQ1782  STATE/COUNTY-  FL/VOLUSIA
 AQ1782  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1782
 AQ1782                         *CURRENT SURVEY CONTROL
 AQ1782  ___________________________________________________________________
 AQ1782* NAD 83(1986)-  29 00 32.     (N)    080 52 46.     (W)     SCALED    
 AQ1782* NAVD 88     -         4.101  (meters)      13.45   (feet)  ADJUSTED  
 AQ1782  ___________________________________________________________________
 AQ1782  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AQ1782  DYNAMIC HT  -           4.095 (meters)      13.44  (feet)  COMP
 AQ1782  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AQ1782
 AQ1782  VERT ORDER  -  SECOND    CLASS II
 AQ1782
 AQ1782.The horizontal coordinates were scaled from a topographic map and have
 AQ1782.an estimated accuracy of +/- 6 seconds.
 AQ1782
 AQ1782.The orthometric height was determined by differential leveling
 AQ1782.and adjusted by the National Geodetic Survey in June 1991..
 AQ1782
 AQ1782.The geoid height was determined by GEOID03.
 AQ1782
 AQ1782.The dynamic height is computed by dividing the NAVD 88
 AQ1782.geopotential number by the normal gravity value computed on the
 AQ1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1782.degrees latitude (g = 980.6199 gals.).
 AQ1782
 AQ1782.The modeled gravity was interpolated from observed gravity values.
 AQ1782
 AQ1782;                    North         East    Units  Estimated Accuracy
 AQ1782;SPC FL E     -   518,020.      211,750.      MT  (+/- 180 meters Scaled)
 AQ1782
 AQ1782                          SUPERSEDED SURVEY CONTROL
 AQ1782
 AQ1782  NGVD 29 (09/01/92)    4.475  (m)           14.68   (f) ADJUSTED    2 2
 AQ1782
 AQ1782.Superseded values are not recommended for survey control.
 AQ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1782.See file dsdata.txt to determine how the superseded data were derived.
 AQ1782
 AQ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN117089(NAD 83)
 AQ1782_MARKER: DD = SURVEY DISK
 AQ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1782_SP_SET: CONCRETE POST
 AQ1782_STAMPING: 79 78 A19
 AQ1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1782+STABILITY: SURFACE MOTION
 AQ1782
 AQ1782  HISTORY     - Date     Condition        Report By
 AQ1782  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1782
 AQ1782                          STATION DESCRIPTION
 AQ1782
 AQ1782'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1782'3 MI SE FROM NEW SMYRNA BEACH.
 AQ1782'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1782'AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR
 AQ1782'3 MILES TO THE INTERSECTION OF 27TH AVENUE.  THE MARK BEARS 54.7
 AQ1782'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 26.7 FEET SOUTH-
 AQ1782'EAST OF THE CENTERLINE OF 27TH AVENUE, 14.5 FEET SOUTH OF A STOP SIGN
 AQ1782'AND 5.4 FEET NORTHEAST OF NORTH CORNER OF A HEDGE. MARK IS A FLORIDA
 AQ1782'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1782'OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1786 ***********************************************************************
 AQ1786  DESIGNATION -  79 78 A 21 FLDNR
 AQ1786  PID         -  AQ1786
 AQ1786  STATE/COUNTY-  FL/VOLUSIA
 AQ1786  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1786
 AQ1786                         *CURRENT SURVEY CONTROL
 AQ1786  ___________________________________________________________________
 AQ1786* NAD 83(1986)-  29 01 25.     (N)    080 53 11.     (W)     SCALED    
 AQ1786* NAVD 88     -         3.175  (meters)      10.42   (feet)  ADJUSTED  
 AQ1786  ___________________________________________________________________
 AQ1786  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AQ1786  DYNAMIC HT  -           3.171 (meters)      10.40  (feet)  COMP
 AQ1786  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AQ1786
 AQ1786  VERT ORDER  -  SECOND    CLASS II
 AQ1786
 AQ1786.The horizontal coordinates were scaled from a topographic map and have
 AQ1786.an estimated accuracy of +/- 6 seconds.
 AQ1786
 AQ1786.The orthometric height was determined by differential leveling
 AQ1786.and adjusted by the National Geodetic Survey in June 1991..
 AQ1786
 AQ1786.The geoid height was determined by GEOID03.
 AQ1786
 AQ1786.The dynamic height is computed by dividing the NAVD 88
 AQ1786.geopotential number by the normal gravity value computed on the
 AQ1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1786.degrees latitude (g = 980.6199 gals.).
 AQ1786
 AQ1786.The modeled gravity was interpolated from observed gravity values.
 AQ1786
 AQ1786;                    North         East    Units  Estimated Accuracy
 AQ1786;SPC FL E     -   519,650.      211,070.      MT  (+/- 180 meters Scaled)
 AQ1786
 AQ1786                          SUPERSEDED SURVEY CONTROL
 AQ1786
 AQ1786  NGVD 29 (09/01/92)    3.550  (m)           11.65   (f) ADJUSTED    2 2
 AQ1786
 AQ1786.Superseded values are not recommended for survey control.
 AQ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1786.See file dsdata.txt to determine how the superseded data were derived.
 AQ1786
 AQ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN110106(NAD 83)
 AQ1786_MARKER: DD = SURVEY DISK
 AQ1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1786_SP_SET: CONCRETE POST
 AQ1786_STAMPING: 79 78 A21
 AQ1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1786+STABILITY: SURFACE MOTION
 AQ1786
 AQ1786  HISTORY     - Date     Condition        Report By
 AQ1786  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1786
 AQ1786                          STATION DESCRIPTION
 AQ1786
 AQ1786'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1786'2.1 MI EAST FROM NEW SMYRNA BEACH.
 AQ1786'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1786'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1786'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1786'O.2 MILE TO THE BEACH, GO SOUTHEAST ALONG THE BEACH FOR 0.5 MILE.
 AQ1786'THE MARK BEARS 103 FEET NORTHEAST OF NORTHWEST CORNER OF A BLOCK WALL
 AQ1786'AND 19 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE. MARK IS A FLORIDA
 AQ1786'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1786'OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1785 ***********************************************************************
 AQ1785  DESIGNATION -  79 78 A 21 RM 1 FLDT
 AQ1785  PID         -  AQ1785
 AQ1785  STATE/COUNTY-  FL/VOLUSIA
 AQ1785  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1785
 AQ1785                         *CURRENT SURVEY CONTROL
 AQ1785  ___________________________________________________________________
 AQ1785* NAD 83(1986)-  29 01 25.     (N)    080 53 11.     (W)     SCALED    
 AQ1785* NAVD 88     -         3.003  (meters)       9.85   (feet)  ADJUSTED  
 AQ1785  ___________________________________________________________________
 AQ1785  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AQ1785  DYNAMIC HT  -           2.999 (meters)       9.84  (feet)  COMP
 AQ1785  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AQ1785
 AQ1785  VERT ORDER  -  SECOND    CLASS II
 AQ1785
 AQ1785.The horizontal coordinates were scaled from a topographic map and have
 AQ1785.an estimated accuracy of +/- 6 seconds.
 AQ1785
 AQ1785.The orthometric height was determined by differential leveling
 AQ1785.and adjusted by the National Geodetic Survey in June 1991..
 AQ1785
 AQ1785.The geoid height was determined by GEOID03.
 AQ1785
 AQ1785.The dynamic height is computed by dividing the NAVD 88
 AQ1785.geopotential number by the normal gravity value computed on the
 AQ1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1785.degrees latitude (g = 980.6199 gals.).
 AQ1785
 AQ1785.The modeled gravity was interpolated from observed gravity values.
 AQ1785
 AQ1785;                    North         East    Units  Estimated Accuracy
 AQ1785;SPC FL E     -   519,650.      211,070.      MT  (+/- 180 meters Scaled)
 AQ1785
 AQ1785                          SUPERSEDED SURVEY CONTROL
 AQ1785
 AQ1785  NGVD 29 (09/01/92)    3.378  (m)           11.08   (f) ADJUSTED    2 2
 AQ1785
 AQ1785.Superseded values are not recommended for survey control.
 AQ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1785.See file dsdata.txt to determine how the superseded data were derived.
 AQ1785
 AQ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN110106(NAD 83)
 AQ1785_MARKER: DD = SURVEY DISK
 AQ1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1785_SP_SET: 4X4 PRECAST
 AQ1785_STAMPING: 79 78 A21 RM NO 1
 AQ1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1785+STABILITY: SURFACE MOTION
 AQ1785
 AQ1785  HISTORY     - Date     Condition        Report By
 AQ1785  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1785
 AQ1785                          STATION DESCRIPTION
 AQ1785
 AQ1785'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1785'2.1 MI EAST FROM NEW SMYRNA BEACH.
 AQ1785'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1785'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1785'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE
 AQ1785'FOR 0.2 MILE TO THE BEACH, GO SOUTHEAST ALONG THE BEACH FOR O.5 MILE.
 AQ1785'THE MARK BEARS 111 FEET NORTHEAST OF SOUTHEAST CORNER OF A BLOCK WALL
 AQ1785'AND 12 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1787 ***********************************************************************
 AQ1787  DESIGNATION -  79 78 A 21 RM 2 FLDT
 AQ1787  PID         -  AQ1787
 AQ1787  STATE/COUNTY-  FL/VOLUSIA
 AQ1787  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1787
 AQ1787                         *CURRENT SURVEY CONTROL
 AQ1787  ___________________________________________________________________
 AQ1787* NAD 83(1986)-  29 01 25.     (N)    080 53 11.     (W)     SCALED    
 AQ1787* NAVD 88     -         3.399  (meters)      11.15   (feet)  ADJUSTED  
 AQ1787  ___________________________________________________________________
 AQ1787  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AQ1787  DYNAMIC HT  -           3.395 (meters)      11.14  (feet)  COMP
 AQ1787  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AQ1787
 AQ1787  VERT ORDER  -  SECOND    CLASS II
 AQ1787
 AQ1787.The horizontal coordinates were scaled from a topographic map and have
 AQ1787.an estimated accuracy of +/- 6 seconds.
 AQ1787
 AQ1787.The orthometric height was determined by differential leveling
 AQ1787.and adjusted by the National Geodetic Survey in June 1991..
 AQ1787
 AQ1787.The geoid height was determined by GEOID03.
 AQ1787
 AQ1787.The dynamic height is computed by dividing the NAVD 88
 AQ1787.geopotential number by the normal gravity value computed on the
 AQ1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1787.degrees latitude (g = 980.6199 gals.).
 AQ1787
 AQ1787.The modeled gravity was interpolated from observed gravity values.
 AQ1787
 AQ1787;                    North         East    Units  Estimated Accuracy
 AQ1787;SPC FL E     -   519,650.      211,070.      MT  (+/- 180 meters Scaled)
 AQ1787
 AQ1787                          SUPERSEDED SURVEY CONTROL
 AQ1787
 AQ1787  NGVD 29 (09/01/92)    3.775  (m)           12.39   (f) ADJUSTED    2 2
 AQ1787
 AQ1787.Superseded values are not recommended for survey control.
 AQ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1787.See file dsdata.txt to determine how the superseded data were derived.
 AQ1787
 AQ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN110106(NAD 83)
 AQ1787_MARKER: DD = SURVEY DISK
 AQ1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1787_SP_SET: 4X4 PRECAST
 AQ1787_STAMPING: 79 78 A21 RM NO 2
 AQ1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1787+STABILITY: SURFACE MOTION
 AQ1787
 AQ1787  HISTORY     - Date     Condition        Report By
 AQ1787  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1787
 AQ1787                          STATION DESCRIPTION
 AQ1787
 AQ1787'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1787'2.1 MI EAST FROM NEW SMYRNA BEACH.
 AQ1787'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1787'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1787'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1787'0.2 MILE TO THE BEACH, GO SOUTHEAST ALONG THE BEACH FOR 0.5 MILE.
 AQ1787'THE MARK BEARS 140 FEET SOUTHEAST OF SOUTHEAST EDGE OF A WOODEN WALK-
 AQ1787'WAY, 100 FEET NORTHEAST OF NORTHWEST CORNER OF A BLOCK WALL AND 26
 AQ1787'FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1789 ***********************************************************************
 AQ1789  DESIGNATION -  79 78 A 22 FLDNR
 AQ1789  PID         -  AQ1789
 AQ1789  STATE/COUNTY-  FL/VOLUSIA
 AQ1789  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1789
 AQ1789                         *CURRENT SURVEY CONTROL
 AQ1789  ___________________________________________________________________
 AQ1789* NAD 83(1986)-  29 01 59.     (N)    080 53 32.     (W)     SCALED    
 AQ1789* NAVD 88     -         3.371  (meters)      11.06   (feet)  ADJUSTED  
 AQ1789  ___________________________________________________________________
 AQ1789  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AQ1789  DYNAMIC HT  -           3.366 (meters)      11.04  (feet)  COMP
 AQ1789  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1789
 AQ1789  VERT ORDER  -  SECOND    CLASS II
 AQ1789
 AQ1789.The horizontal coordinates were scaled from a topographic map and have
 AQ1789.an estimated accuracy of +/- 6 seconds.
 AQ1789
 AQ1789.The orthometric height was determined by differential leveling
 AQ1789.and adjusted by the National Geodetic Survey in June 1991..
 AQ1789
 AQ1789.The geoid height was determined by GEOID03.
 AQ1789
 AQ1789.The dynamic height is computed by dividing the NAVD 88
 AQ1789.geopotential number by the normal gravity value computed on the
 AQ1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1789.degrees latitude (g = 980.6199 gals.).
 AQ1789
 AQ1789.The modeled gravity was interpolated from observed gravity values.
 AQ1789
 AQ1789;                    North         East    Units  Estimated Accuracy
 AQ1789;SPC FL E     -   520,700.      210,500.      MT  (+/- 180 meters Scaled)
 AQ1789
 AQ1789                          SUPERSEDED SURVEY CONTROL
 AQ1789
 AQ1789  NGVD 29 (09/01/92)    3.747  (m)           12.29   (f) ADJUSTED    2 2
 AQ1789
 AQ1789.Superseded values are not recommended for survey control.
 AQ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1789.See file dsdata.txt to determine how the superseded data were derived.
 AQ1789
 AQ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN104116(NAD 83)
 AQ1789_MARKER: DD = SURVEY DISK
 AQ1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1789_SP_SET: CONCRETE POST
 AQ1789_STAMPING: 79 78 A22
 AQ1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1789+STABILITY: SURFACE MOTION
 AQ1789
 AQ1789  HISTORY     - Date     Condition        Report By
 AQ1789  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1789
 AQ1789                          STATION DESCRIPTION
 AQ1789
 AQ1789'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1789'1.8 MI NE FROM NEW SMYRNA BEACH.
 AQ1789'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1789'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1789'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1789'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.2 MILE.
 AQ1789'IT IS LOCATED ON THE TOP OF SAND DUNE NEAR A BLOCK WALL AROUND A 2
 AQ1789'STORY STUCCO HOUSE.  THE MARK BEARS 125 FEET SOUTHEAST OF NORTHEAST
 AQ1789'CORNER OF THE BLOCK WALL, 78 FEET NORTHEAST OF NORTHEAST FACE OF THE
 AQ1789'WALL AND 18 FEET SOUTHWEST OF THE EAST EDGE OF DUNE LINE. MARK IS A
 AQ1789'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1789'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1788 ***********************************************************************
 AQ1788  DESIGNATION -  79 78 A 22 RM 1 FLDT
 AQ1788  PID         -  AQ1788
 AQ1788  STATE/COUNTY-  FL/VOLUSIA
 AQ1788  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1788
 AQ1788                         *CURRENT SURVEY CONTROL
 AQ1788  ___________________________________________________________________
 AQ1788* NAD 83(1986)-  29 01 59.     (N)    080 53 32.     (W)     SCALED    
 AQ1788* NAVD 88     -         3.062  (meters)      10.05   (feet)  ADJUSTED  
 AQ1788  ___________________________________________________________________
 AQ1788  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AQ1788  DYNAMIC HT  -           3.057 (meters)      10.03  (feet)  COMP
 AQ1788  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1788
 AQ1788  VERT ORDER  -  SECOND    CLASS II
 AQ1788
 AQ1788.The horizontal coordinates were scaled from a topographic map and have
 AQ1788.an estimated accuracy of +/- 6 seconds.
 AQ1788
 AQ1788.The orthometric height was determined by differential leveling
 AQ1788.and adjusted by the National Geodetic Survey in June 1991..
 AQ1788
 AQ1788.The geoid height was determined by GEOID03.
 AQ1788
 AQ1788.The dynamic height is computed by dividing the NAVD 88
 AQ1788.geopotential number by the normal gravity value computed on the
 AQ1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1788.degrees latitude (g = 980.6199 gals.).
 AQ1788
 AQ1788.The modeled gravity was interpolated from observed gravity values.
 AQ1788
 AQ1788;                    North         East    Units  Estimated Accuracy
 AQ1788;SPC FL E     -   520,700.      210,500.      MT  (+/- 180 meters Scaled)
 AQ1788
 AQ1788                          SUPERSEDED SURVEY CONTROL
 AQ1788
 AQ1788  NGVD 29 (09/01/92)    3.437  (m)           11.28   (f) ADJUSTED    2 2
 AQ1788
 AQ1788.Superseded values are not recommended for survey control.
 AQ1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1788.See file dsdata.txt to determine how the superseded data were derived.
 AQ1788
 AQ1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN104116(NAD 83)
 AQ1788_MARKER: DD = SURVEY DISK
 AQ1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1788_SP_SET: 4X4 PRECAST
 AQ1788_STAMPING: 79 78 A22 RM NO 1
 AQ1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1788+STABILITY: SURFACE MOTION
 AQ1788
 AQ1788  HISTORY     - Date     Condition        Report By
 AQ1788  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1788
 AQ1788                          STATION DESCRIPTION
 AQ1788
 AQ1788'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1788'1.8 MI NE FROM NEW SMYRNA BEACH.
 AQ1788'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1788'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1788'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1788'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.2 MILE.
 AQ1788'IT IS LOCATED ON THE TOP OF SAND DUNE NEAR A BLOCK WALL AROUND A 2
 AQ1788'STORY STUCCO HOUSE.  THE MARK BEARS 80 FEET NORTHEAST OF THE NORTH-
 AQ1788'EAST FACE OF THE BLOCK WALL AND 14 FEET SOUTHWEST OF EAST EDGE OF
 AQ1788'DUNE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1790 ***********************************************************************
 AQ1790  DESIGNATION -  79 78 A 22 RM 2 FLDT
 AQ1790  PID         -  AQ1790
 AQ1790  STATE/COUNTY-  FL/VOLUSIA
 AQ1790  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1790
 AQ1790                         *CURRENT SURVEY CONTROL
 AQ1790  ___________________________________________________________________
 AQ1790* NAD 83(1986)-  29 01 59.     (N)    080 53 32.     (W)     SCALED    
 AQ1790* NAVD 88     -         3.145  (meters)      10.32   (feet)  ADJUSTED  
 AQ1790  ___________________________________________________________________
 AQ1790  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AQ1790  DYNAMIC HT  -           3.141 (meters)      10.31  (feet)  COMP
 AQ1790  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1790
 AQ1790  VERT ORDER  -  SECOND    CLASS II
 AQ1790
 AQ1790.The horizontal coordinates were scaled from a topographic map and have
 AQ1790.an estimated accuracy of +/- 6 seconds.
 AQ1790
 AQ1790.The orthometric height was determined by differential leveling
 AQ1790.and adjusted by the National Geodetic Survey in June 1991..
 AQ1790
 AQ1790.The geoid height was determined by GEOID03.
 AQ1790
 AQ1790.The dynamic height is computed by dividing the NAVD 88
 AQ1790.geopotential number by the normal gravity value computed on the
 AQ1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1790.degrees latitude (g = 980.6199 gals.).
 AQ1790
 AQ1790.The modeled gravity was interpolated from observed gravity values.
 AQ1790
 AQ1790;                    North         East    Units  Estimated Accuracy
 AQ1790;SPC FL E     -   520,700.      210,500.      MT  (+/- 180 meters Scaled)
 AQ1790
 AQ1790                          SUPERSEDED SURVEY CONTROL
 AQ1790
 AQ1790  NGVD 29 (09/01/92)    3.521  (m)           11.55   (f) ADJUSTED    2 2
 AQ1790
 AQ1790.Superseded values are not recommended for survey control.
 AQ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1790.See file dsdata.txt to determine how the superseded data were derived.
 AQ1790
 AQ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN104116(NAD 83)
 AQ1790_MARKER: DD = SURVEY DISK
 AQ1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1790_SP_SET: 4X4 PRECAST
 AQ1790_STAMPING: 79 78 A22 RM NO 2
 AQ1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1790+STABILITY: SURFACE MOTION
 AQ1790
 AQ1790  HISTORY     - Date     Condition        Report By
 AQ1790  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1790
 AQ1790                          STATION DESCRIPTION
 AQ1790
 AQ1790'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1790'1.8 MI NE FROM NEW SMYRNA BEACH.
 AQ1790'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1790'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1790'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1790'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.2 MILE.
 AQ1790'IT IS LOCATED ON TOP OF SAND DUNE NEAR A BLOCK WALL AROUND A 2
 AQ1790'STORY STUCCO HOUSE.  THE MARK BEARS 107 FEET EAST SOUTHEAST OF A
 AQ1790'TELEPHONE POLE, 79 FEET NORTHEAST OF NORTHEAST FACE OF THE BLOCK WALL
 AQ1790'AND 15 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1791 ***********************************************************************
 AQ1791  DESIGNATION -  79 78 A 23 FLDNR
 AQ1791  PID         -  AQ1791
 AQ1791  STATE/COUNTY-  FL/VOLUSIA
 AQ1791  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1791
 AQ1791                         *CURRENT SURVEY CONTROL
 AQ1791  ___________________________________________________________________
 AQ1791* NAD 83(1986)-  29 02 24.     (N)    080 53 46.     (W)     SCALED    
 AQ1791* NAVD 88     -         2.203  (meters)       7.23   (feet)  ADJUSTED  
 AQ1791  ___________________________________________________________________
 AQ1791  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AQ1791  DYNAMIC HT  -           2.200 (meters)       7.22  (feet)  COMP
 AQ1791  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 AQ1791
 AQ1791  VERT ORDER  -  SECOND    CLASS II
 AQ1791
 AQ1791.The horizontal coordinates were scaled from a topographic map and have
 AQ1791.an estimated accuracy of +/- 6 seconds.
 AQ1791
 AQ1791.The orthometric height was determined by differential leveling
 AQ1791.and adjusted by the National Geodetic Survey in June 1991..
 AQ1791
 AQ1791.The geoid height was determined by GEOID03.
 AQ1791
 AQ1791.The dynamic height is computed by dividing the NAVD 88
 AQ1791.geopotential number by the normal gravity value computed on the
 AQ1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1791.degrees latitude (g = 980.6199 gals.).
 AQ1791
 AQ1791.The modeled gravity was interpolated from observed gravity values.
 AQ1791
 AQ1791;                    North         East    Units  Estimated Accuracy
 AQ1791;SPC FL E     -   521,470.      210,120.      MT  (+/- 180 meters Scaled)
 AQ1791
 AQ1791                          SUPERSEDED SURVEY CONTROL
 AQ1791
 AQ1791  NGVD 29 (09/01/92)    2.579  (m)            8.46   (f) ADJUSTED    2 2
 AQ1791
 AQ1791.Superseded values are not recommended for survey control.
 AQ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1791.See file dsdata.txt to determine how the superseded data were derived.
 AQ1791
 AQ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN101124(NAD 83)
 AQ1791_MARKER: DD = SURVEY DISK
 AQ1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1791_SP_SET: CONCRETE POST
 AQ1791_STAMPING: 79 78 A23
 AQ1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1791+STABILITY: SURFACE MOTION
 AQ1791
 AQ1791  HISTORY     - Date     Condition        Report By
 AQ1791  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1791  HISTORY     - 19950318 GOOD             USPSQD
 AQ1791
 AQ1791                          STATION DESCRIPTION
 AQ1791
 AQ1791'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1791'2.3 MI NE FROM NEW SMYRNA BEACH.
 AQ1791'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1791'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1791'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1791'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.7 MILE TO
 AQ1791'THE OLD WIND BEAM RESTAURANT. THE MARK BEARS 65.2 FEET EAST SOUTHEAST
 AQ1791'OF THE SOUTHEAST CORNER OF THE MAIN BUILDING OF OLD RESTAURANT, 6 FEET
 AQ1791'NORTHWEST OF SOUTHEAST CORNER OF THE CONCRETE WALL, 2.5 FEET WEST OF
 AQ1791'THE WEST EDGE OF THE CONCRETE WALL AND 2 FEET NORTHWEST OF THE NORTH
 AQ1791'EDGE OF THE CONCRETE WALL. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1791'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1791
 AQ1791                          STATION RECOVERY (1995)
 AQ1791
 AQ1791'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1794 ***********************************************************************
 AQ1794  DESIGNATION -  79 78 A 24 FLDNR
 AQ1794  PID         -  AQ1794
 AQ1794  STATE/COUNTY-  FL/VOLUSIA
 AQ1794  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1794
 AQ1794                         *CURRENT SURVEY CONTROL
 AQ1794  ___________________________________________________________________
 AQ1794* NAD 83(1986)-  29 03 15.     (N)    080 54 13.     (W)     SCALED    
 AQ1794* NAVD 88     -         3.162  (meters)      10.37   (feet)  ADJUSTED  
 AQ1794  ___________________________________________________________________
 AQ1794  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AQ1794  DYNAMIC HT  -           3.157 (meters)      10.36  (feet)  COMP
 AQ1794  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AQ1794
 AQ1794  VERT ORDER  -  SECOND    CLASS II
 AQ1794
 AQ1794.The horizontal coordinates were scaled from a topographic map and have
 AQ1794.an estimated accuracy of +/- 6 seconds.
 AQ1794
 AQ1794.The orthometric height was determined by differential leveling
 AQ1794.and adjusted by the National Geodetic Survey in June 1991..
 AQ1794
 AQ1794.The geoid height was determined by GEOID03.
 AQ1794
 AQ1794.The dynamic height is computed by dividing the NAVD 88
 AQ1794.geopotential number by the normal gravity value computed on the
 AQ1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1794.degrees latitude (g = 980.6199 gals.).
 AQ1794
 AQ1794.The modeled gravity was interpolated from observed gravity values.
 AQ1794
 AQ1794;                    North         East    Units  Estimated Accuracy
 AQ1794;SPC FL E     -   523,040.      209,390.      MT  (+/- 180 meters Scaled)
 AQ1794
 AQ1794                          SUPERSEDED SURVEY CONTROL
 AQ1794
 AQ1794  NGVD 29 (09/01/92)    3.538  (m)           11.61   (f) ADJUSTED    2 2
 AQ1794
 AQ1794.Superseded values are not recommended for survey control.
 AQ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1794.See file dsdata.txt to determine how the superseded data were derived.
 AQ1794
 AQ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093139(NAD 83)
 AQ1794_MARKER: DD = SURVEY DISK
 AQ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1794_SP_SET: CONCRETE POST
 AQ1794_STAMPING: 79 78 A24
 AQ1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1794+STABILITY: SURFACE MOTION
 AQ1794
 AQ1794  HISTORY     - Date     Condition        Report By
 AQ1794  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1794  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1794
 AQ1794                          STATION DESCRIPTION
 AQ1794
 AQ1794'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1794'1.7 MI NE FROM NEW SMYRNA BEACH.
 AQ1794'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1794'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1794'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 1.2 MILES. THE
 AQ1794'MARK IS IN THE TOP OF A SAND DUNE IN FRONT OF A 2 STORY FRAME HOUSE,
 AQ1794'AND BEARS 32 FEET SOUTHWEST OF THE EAST EDGE OF DUNE LINE, AND 9 FEET
 AQ1794'WEST OF A 4X4 INCH WOODEN POST 4 FEET HIGH. MARK IS A FLORIDA
 AQ1794'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1794'OF TRANSPORTATION.
 AQ1794
 AQ1794                          STATION RECOVERY (1995)
 AQ1794
 AQ1794'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1793 ***********************************************************************
 AQ1793  DESIGNATION -  79 78 A 24 RM 1 FLDT
 AQ1793  PID         -  AQ1793
 AQ1793  STATE/COUNTY-  FL/VOLUSIA
 AQ1793  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1793
 AQ1793                         *CURRENT SURVEY CONTROL
 AQ1793  ___________________________________________________________________
 AQ1793* NAD 83(1986)-  29 03 15.     (N)    080 54 13.     (W)     SCALED    
 AQ1793* NAVD 88     -         3.119  (meters)      10.23   (feet)  ADJUSTED  
 AQ1793  ___________________________________________________________________
 AQ1793  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AQ1793  DYNAMIC HT  -           3.115 (meters)      10.22  (feet)  COMP
 AQ1793  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AQ1793
 AQ1793  VERT ORDER  -  SECOND    CLASS II
 AQ1793
 AQ1793.The horizontal coordinates were scaled from a topographic map and have
 AQ1793.an estimated accuracy of +/- 6 seconds.
 AQ1793
 AQ1793.The orthometric height was determined by differential leveling
 AQ1793.and adjusted by the National Geodetic Survey in June 1991..
 AQ1793
 AQ1793.The geoid height was determined by GEOID03.
 AQ1793
 AQ1793.The dynamic height is computed by dividing the NAVD 88
 AQ1793.geopotential number by the normal gravity value computed on the
 AQ1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1793.degrees latitude (g = 980.6199 gals.).
 AQ1793
 AQ1793.The modeled gravity was interpolated from observed gravity values.
 AQ1793
 AQ1793;                    North         East    Units  Estimated Accuracy
 AQ1793;SPC FL E     -   523,040.      209,390.      MT  (+/- 180 meters Scaled)
 AQ1793
 AQ1793                          SUPERSEDED SURVEY CONTROL
 AQ1793
 AQ1793  NGVD 29 (09/01/92)    3.496  (m)           11.47   (f) ADJUSTED    2 2
 AQ1793
 AQ1793.Superseded values are not recommended for survey control.
 AQ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1793.See file dsdata.txt to determine how the superseded data were derived.
 AQ1793
 AQ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093139(NAD 83)
 AQ1793_MARKER: DD = SURVEY DISK
 AQ1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1793_SP_SET: CONCRETE POST
 AQ1793_STAMPING: 79 78 A24 RM NO 1
 AQ1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1793+STABILITY: SURFACE MOTION
 AQ1793
 AQ1793  HISTORY     - Date     Condition        Report By
 AQ1793  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1793  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1793
 AQ1793                          STATION DESCRIPTION
 AQ1793
 AQ1793'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1793'1.7 MI NE FROM NEW SMYRNA BEACH.
 AQ1793'BEGIN AT THE EAST END OF THE STATE ROAD 44 BRIDGE OVER THE INDIAN
 AQ1793'RIVER AT NEW SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER
 AQ1793'AVENUE) FOR 0.5 MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH
 AQ1793'FOR 1.2 MILES. THE MARK IS ON TOP OF A SAND DUNE IN FRONT OF A 2 STORY
 AQ1793'FRAME HOUSE, AND BEARS 43.5 FEET NORTHWEST OF THE PROJECTED CENTERLINE
 AQ1793'OF THE WOODEN STEPS LEADING TO A REDWOOD HOUSE, AND 36 FEET SOUTHWEST
 AQ1793'OF THE EAST EDGE OF DUNE LINE.
 AQ1793
 AQ1793                          STATION RECOVERY (1995)
 AQ1793
 AQ1793'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1795 ***********************************************************************
 AQ1795  DESIGNATION -  79 78 A 24 RM 2 FLDT
 AQ1795  PID         -  AQ1795
 AQ1795  STATE/COUNTY-  FL/VOLUSIA
 AQ1795  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1795
 AQ1795                         *CURRENT SURVEY CONTROL
 AQ1795  ___________________________________________________________________
 AQ1795* NAD 83(1986)-  29 03 15.     (N)    080 54 13.     (W)     SCALED    
 AQ1795* NAVD 88     -         2.286  (meters)       7.50   (feet)  ADJUSTED  
 AQ1795  ___________________________________________________________________
 AQ1795  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AQ1795  DYNAMIC HT  -           2.283 (meters)       7.49  (feet)  COMP
 AQ1795  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AQ1795
 AQ1795  VERT ORDER  -  SECOND    CLASS II
 AQ1795
 AQ1795.The horizontal coordinates were scaled from a topographic map and have
 AQ1795.an estimated accuracy of +/- 6 seconds.
 AQ1795
 AQ1795.The orthometric height was determined by differential leveling
 AQ1795.and adjusted by the National Geodetic Survey in June 1991..
 AQ1795
 AQ1795.The geoid height was determined by GEOID03.
 AQ1795
 AQ1795.The dynamic height is computed by dividing the NAVD 88
 AQ1795.geopotential number by the normal gravity value computed on the
 AQ1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1795.degrees latitude (g = 980.6199 gals.).
 AQ1795
 AQ1795.The modeled gravity was interpolated from observed gravity values.
 AQ1795
 AQ1795;                    North         East    Units  Estimated Accuracy
 AQ1795;SPC FL E     -   523,040.      209,390.      MT  (+/- 180 meters Scaled)
 AQ1795
 AQ1795                          SUPERSEDED SURVEY CONTROL
 AQ1795
 AQ1795  NGVD 29 (09/01/92)    2.663  (m)            8.74   (f) ADJUSTED    2 2
 AQ1795
 AQ1795.Superseded values are not recommended for survey control.
 AQ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1795.See file dsdata.txt to determine how the superseded data were derived.
 AQ1795
 AQ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093139(NAD 83)
 AQ1795_MARKER: DD = SURVEY DISK
 AQ1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1795_SP_SET: CONCRETE POST
 AQ1795_STAMPING: 79 78 A24 RM NO 2
 AQ1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1795+STABILITY: SURFACE MOTION
 AQ1795
 AQ1795  HISTORY     - Date     Condition        Report By
 AQ1795  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1795  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1795
 AQ1795                          STATION DESCRIPTION
 AQ1795
 AQ1795'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1795'1.7 MI NE FROM NEW SMYRNA BEACH.
 AQ1795'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER IN NEW
 AQ1795'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1795'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 1.2 MILES. THE
 AQ1795'MARK IS IN THE TOP OF A SAND DUNE IN FRONT OF A 2 STORY FRAME HOUSE,
 AQ1795'AND BEARS 18 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
 AQ1795
 AQ1795                          STATION RECOVERY (1995)
 AQ1795
 AQ1795'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1797 ***********************************************************************
 AQ1797  DESIGNATION -  79 78 A 25 FLDNR
 AQ1797  PID         -  AQ1797
 AQ1797  STATE/COUNTY-  FL/VOLUSIA
 AQ1797  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1797
 AQ1797                         *CURRENT SURVEY CONTROL
 AQ1797  ___________________________________________________________________
 AQ1797* NAD 83(1986)-  29 04 01.     (N)    080 54 37.     (W)     SCALED    
 AQ1797* NAVD 88     -         7.459  (meters)      24.47   (feet)  ADJUSTED  
 AQ1797  ___________________________________________________________________
 AQ1797  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1797  DYNAMIC HT  -           7.449 (meters)      24.44  (feet)  COMP
 AQ1797  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AQ1797
 AQ1797  VERT ORDER  -  SECOND    CLASS II
 AQ1797
 AQ1797.The horizontal coordinates were scaled from a topographic map and have
 AQ1797.an estimated accuracy of +/- 6 seconds.
 AQ1797
 AQ1797.The orthometric height was determined by differential leveling
 AQ1797.and adjusted by the National Geodetic Survey in June 1991..
 AQ1797
 AQ1797.The geoid height was determined by GEOID03.
 AQ1797
 AQ1797.The dynamic height is computed by dividing the NAVD 88
 AQ1797.geopotential number by the normal gravity value computed on the
 AQ1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1797.degrees latitude (g = 980.6199 gals.).
 AQ1797
 AQ1797.The modeled gravity was interpolated from observed gravity values.
 AQ1797
 AQ1797;                    North         East    Units  Estimated Accuracy
 AQ1797;SPC FL E     -   524,450.      208,740.      MT  (+/- 180 meters Scaled)
 AQ1797
 AQ1797                          SUPERSEDED SURVEY CONTROL
 AQ1797
 AQ1797  NGVD 29 (09/01/92)    7.837  (m)           25.71   (f) ADJUSTED    2 2
 AQ1797
 AQ1797.Superseded values are not recommended for survey control.
 AQ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1797.See file dsdata.txt to determine how the superseded data were derived.
 AQ1797
 AQ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN087154(NAD 83)
 AQ1797_MARKER: DD = SURVEY DISK
 AQ1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1797_SP_SET: CONCRETE POST
 AQ1797_STAMPING: 79 78 A25
 AQ1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1797+STABILITY: SURFACE MOTION
 AQ1797
 AQ1797  HISTORY     - Date     Condition        Report By
 AQ1797  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1797  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1797
 AQ1797                          STATION DESCRIPTION
 AQ1797
 AQ1797'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1797'2.6 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1797'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER IN NEW
 AQ1797'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1797'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.1 MILES. THE
 AQ1797'MARK IS ON TOP OF A SAND DUNE, AND BEARS 56 FEET SOUTHWEST OF THE
 AQ1797'NORTHEAST EDGE OF SAND DUNE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1797'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1797
 AQ1797                          STATION RECOVERY (1995)
 AQ1797
 AQ1797'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1796 ***********************************************************************
 AQ1796  DESIGNATION -  79 78 A 25 RM 1 FLDT
 AQ1796  PID         -  AQ1796
 AQ1796  STATE/COUNTY-  FL/VOLUSIA
 AQ1796  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1796
 AQ1796                         *CURRENT SURVEY CONTROL
 AQ1796  ___________________________________________________________________
 AQ1796* NAD 83(1986)-  29 04 01.     (N)    080 54 37.     (W)     SCALED    
 AQ1796* NAVD 88     -         6.551  (meters)      21.49   (feet)  ADJUSTED  
 AQ1796  ___________________________________________________________________
 AQ1796  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1796  DYNAMIC HT  -           6.542 (meters)      21.46  (feet)  COMP
 AQ1796  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AQ1796
 AQ1796  VERT ORDER  -  SECOND    CLASS II
 AQ1796
 AQ1796.The horizontal coordinates were scaled from a topographic map and have
 AQ1796.an estimated accuracy of +/- 6 seconds.
 AQ1796
 AQ1796.The orthometric height was determined by differential leveling
 AQ1796.and adjusted by the National Geodetic Survey in June 1991..
 AQ1796
 AQ1796.The geoid height was determined by GEOID03.
 AQ1796
 AQ1796.The dynamic height is computed by dividing the NAVD 88
 AQ1796.geopotential number by the normal gravity value computed on the
 AQ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1796.degrees latitude (g = 980.6199 gals.).
 AQ1796
 AQ1796.The modeled gravity was interpolated from observed gravity values.
 AQ1796
 AQ1796;                    North         East    Units  Estimated Accuracy
 AQ1796;SPC FL E     -   524,450.      208,740.      MT  (+/- 180 meters Scaled)
 AQ1796
 AQ1796                          SUPERSEDED SURVEY CONTROL
 AQ1796
 AQ1796  NGVD 29 (09/01/92)    6.928  (m)           22.73   (f) ADJUSTED    2 2
 AQ1796
 AQ1796.Superseded values are not recommended for survey control.
 AQ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1796.See file dsdata.txt to determine how the superseded data were derived.
 AQ1796
 AQ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN087154(NAD 83)
 AQ1796_MARKER: DD = SURVEY DISK
 AQ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1796_SP_SET: CONCRETE POST
 AQ1796_STAMPING: 79 78 A25 RM NO 1
 AQ1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1796+STABILITY: SURFACE MOTION
 AQ1796
 AQ1796  HISTORY     - Date     Condition        Report By
 AQ1796  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1796  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1796
 AQ1796                          STATION DESCRIPTION
 AQ1796
 AQ1796'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1796'2.6 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1796'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1796'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1796'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.1 MILES. THE
 AQ1796'MARK IS IN THE TOP OF A SAND DUNE, AND BEARS 69 FEET SOUTH OF THE
 AQ1796'NORTHEAST EDGE OF SAND DUNE.
 AQ1796
 AQ1796                          STATION RECOVERY (1995)
 AQ1796
 AQ1796'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1798 ***********************************************************************
 AQ1798  DESIGNATION -  79 78 A 25 RM 2 FLDT
 AQ1798  PID         -  AQ1798
 AQ1798  STATE/COUNTY-  FL/VOLUSIA
 AQ1798  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1798
 AQ1798                         *CURRENT SURVEY CONTROL
 AQ1798  ___________________________________________________________________
 AQ1798* NAD 83(1986)-  29 04 01.     (N)    080 54 37.     (W)     SCALED    
 AQ1798* NAVD 88     -         6.682  (meters)      21.92   (feet)  ADJUSTED  
 AQ1798  ___________________________________________________________________
 AQ1798  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1798  DYNAMIC HT  -           6.673 (meters)      21.89  (feet)  COMP
 AQ1798  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AQ1798
 AQ1798  VERT ORDER  -  SECOND    CLASS II
 AQ1798
 AQ1798.The horizontal coordinates were scaled from a topographic map and have
 AQ1798.an estimated accuracy of +/- 6 seconds.
 AQ1798
 AQ1798.The orthometric height was determined by differential leveling
 AQ1798.and adjusted by the National Geodetic Survey in June 1991..
 AQ1798
 AQ1798.The geoid height was determined by GEOID03.
 AQ1798
 AQ1798.The dynamic height is computed by dividing the NAVD 88
 AQ1798.geopotential number by the normal gravity value computed on the
 AQ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1798.degrees latitude (g = 980.6199 gals.).
 AQ1798
 AQ1798.The modeled gravity was interpolated from observed gravity values.
 AQ1798
 AQ1798;                    North         East    Units  Estimated Accuracy
 AQ1798;SPC FL E     -   524,450.      208,740.      MT  (+/- 180 meters Scaled)
 AQ1798
 AQ1798                          SUPERSEDED SURVEY CONTROL
 AQ1798
 AQ1798  NGVD 29 (09/01/92)    7.059  (m)           23.16   (f) ADJUSTED    2 2
 AQ1798
 AQ1798.Superseded values are not recommended for survey control.
 AQ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1798.See file dsdata.txt to determine how the superseded data were derived.
 AQ1798
 AQ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN087154(NAD 83)
 AQ1798_MARKER: DD = SURVEY DISK
 AQ1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1798_SP_SET: CONCRETE POST
 AQ1798_STAMPING: 79 78 A25 RM NO 2
 AQ1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1798+STABILITY: SURFACE MOTION
 AQ1798
 AQ1798  HISTORY     - Date     Condition        Report By
 AQ1798  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1798  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1798
 AQ1798                          STATION DESCRIPTION
 AQ1798
 AQ1798'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1798'2.6 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1798'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1798'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1798'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.1 MILES. THE
 AQ1798'MARK IS ON TOP OF A SAND DUNE AND BEARS 40 FEET SOUTHWEST OF THE
 AQ1798'NORTHEAST EDGE OF SAND DUNE.
 AQ1798
 AQ1798                          STATION RECOVERY (1995)
 AQ1798
 AQ1798'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1801 ***********************************************************************
 AQ1801  DESIGNATION -  79 78 A 26 FLDNR
 AQ1801  PID         -  AQ1801
 AQ1801  STATE/COUNTY-  FL/VOLUSIA
 AQ1801  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1801
 AQ1801                         *CURRENT SURVEY CONTROL
 AQ1801  ___________________________________________________________________
 AQ1801* NAD 83(1986)-  29 04 24.     (N)    080 54 45.     (W)     SCALED    
 AQ1801* NAVD 88     -         1.091  (meters)       3.58   (feet)  ADJUSTED  
 AQ1801  ___________________________________________________________________
 AQ1801  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AQ1801  DYNAMIC HT  -           1.089 (meters)       3.57  (feet)  COMP
 AQ1801  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 AQ1801
 AQ1801  VERT ORDER  -  SECOND    CLASS II
 AQ1801
 AQ1801.The horizontal coordinates were scaled from a topographic map and have
 AQ1801.an estimated accuracy of +/- 6 seconds.
 AQ1801
 AQ1801.The orthometric height was determined by differential leveling
 AQ1801.and adjusted by the National Geodetic Survey in June 1991..
 AQ1801
 AQ1801.The geoid height was determined by GEOID03.
 AQ1801
 AQ1801.The dynamic height is computed by dividing the NAVD 88
 AQ1801.geopotential number by the normal gravity value computed on the
 AQ1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1801.degrees latitude (g = 980.6199 gals.).
 AQ1801
 AQ1801.The modeled gravity was interpolated from observed gravity values.
 AQ1801
 AQ1801;                    North         East    Units  Estimated Accuracy
 AQ1801;SPC FL E     -   525,160.      208,520.      MT  (+/- 180 meters Scaled)
 AQ1801
 AQ1801                          SUPERSEDED SURVEY CONTROL
 AQ1801
 AQ1801  NGVD 29 (09/01/92)    1.468  (m)            4.82   (f) ADJUSTED    2 2
 AQ1801
 AQ1801.Superseded values are not recommended for survey control.
 AQ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1801.See file dsdata.txt to determine how the superseded data were derived.
 AQ1801
 AQ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN085161(NAD 83)
 AQ1801_MARKER: H = DRILL HOLE
 AQ1801_SETTING: 80 = SET IN A BOULDER
 AQ1801_SP_SET: BOULDER
 AQ1801_STAMPING: 79 78 A26
 AQ1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1801+STABILITY: SURFACE MOTION
 AQ1801
 AQ1801  HISTORY     - Date     Condition        Report By
 AQ1801  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1801  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1801
 AQ1801                          STATION DESCRIPTION
 AQ1801
 AQ1801'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1801'3.1 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1801'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1801'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1801'MILE TO THE BEACH, THENCE NORTHWEST ALON G THE BEACH FOR 2.6 MILES TO
 AQ1801'THE ROCK JETTY AT PONCE DE LEON INLET. THE MARK IS SET IN THE TOP OF A
 AQ1801'LARGE FLAT BOULDER NEAR THE WEST END OF THE SOUTH JETTY, AND BEARS 103
 AQ1801'FEET WEST SOUTHWEST OF THE APPARENT NORMAL HIGH TIDE MARK, AND 15.6
 AQ1801'FEET EAST NORTHEAST OF THE OF THE EAST EDGE OF A LARGE FLAT TRIANGULAR
 AQ1801'BOULDER. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1801'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1801
 AQ1801                          STATION RECOVERY (1995)
 AQ1801
 AQ1801'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1800 ***********************************************************************
 AQ1800  DESIGNATION -  79 78 A 26 RM 1 FLDT
 AQ1800  PID         -  AQ1800
 AQ1800  STATE/COUNTY-  FL/VOLUSIA
 AQ1800  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1800
 AQ1800                         *CURRENT SURVEY CONTROL
 AQ1800  ___________________________________________________________________
 AQ1800* NAD 83(1986)-  29 04 24.     (N)    080 54 45.     (W)     SCALED    
 AQ1800* NAVD 88     -         1.082  (meters)       3.55   (feet)  ADJUSTED  
 AQ1800  ___________________________________________________________________
 AQ1800  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AQ1800  DYNAMIC HT  -           1.080 (meters)       3.54  (feet)  COMP
 AQ1800  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 AQ1800
 AQ1800  VERT ORDER  -  SECOND    CLASS II
 AQ1800
 AQ1800.The horizontal coordinates were scaled from a topographic map and have
 AQ1800.an estimated accuracy of +/- 6 seconds.
 AQ1800
 AQ1800.The orthometric height was determined by differential leveling
 AQ1800.and adjusted by the National Geodetic Survey in June 1991..
 AQ1800
 AQ1800.The geoid height was determined by GEOID03.
 AQ1800
 AQ1800.The dynamic height is computed by dividing the NAVD 88
 AQ1800.geopotential number by the normal gravity value computed on the
 AQ1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1800.degrees latitude (g = 980.6199 gals.).
 AQ1800
 AQ1800.The modeled gravity was interpolated from observed gravity values.
 AQ1800
 AQ1800;                    North         East    Units  Estimated Accuracy
 AQ1800;SPC FL E     -   525,160.      208,520.      MT  (+/- 180 meters Scaled)
 AQ1800
 AQ1800                          SUPERSEDED SURVEY CONTROL
 AQ1800
 AQ1800  NGVD 29 (09/01/92)    1.459  (m)            4.79   (f) ADJUSTED    2 2
 AQ1800
 AQ1800.Superseded values are not recommended for survey control.
 AQ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1800.See file dsdata.txt to determine how the superseded data were derived.
 AQ1800
 AQ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN085161(NAD 83)
 AQ1800_MARKER: DD = SURVEY DISK
 AQ1800_SETTING: 80 = SET IN A BOULDER
 AQ1800_SP_SET: BOULDER
 AQ1800_STAMPING: 79 78 A26 RM NO 1
 AQ1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1800+STABILITY: SURFACE MOTION
 AQ1800
 AQ1800  HISTORY     - Date     Condition        Report By
 AQ1800  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1800  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1800
 AQ1800                          STATION DESCRIPTION
 AQ1800
 AQ1800'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1800'3.1 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1800'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1800'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1800'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.6 MILES TO
 AQ1800'THE ROCK JETTY AT PONCE DE LEON INLET. THE MARK IS SET IN THE TOP OF A
 AQ1800'LARGE FLAT BOULDER AT THE SOUTH JETTY, AND BEARS 76 FEET WEST
 AQ1800'SOUTHWEST 0F THE APPARENT NORMAL HIGH TIDE MARK.
 AQ1800
 AQ1800                          STATION RECOVERY (1995)
 AQ1800
 AQ1800'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1802 ***********************************************************************
 AQ1802  DESIGNATION -  79 78 A 26 RM 2 FLDT
 AQ1802  PID         -  AQ1802
 AQ1802  STATE/COUNTY-  FL/VOLUSIA
 AQ1802  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1802
 AQ1802                         *CURRENT SURVEY CONTROL
 AQ1802  ___________________________________________________________________
 AQ1802* NAD 83(1986)-  29 04 24.     (N)    080 54 45.     (W)     SCALED    
 AQ1802* NAVD 88     -         1.111  (meters)       3.65   (feet)  ADJUSTED  
 AQ1802  ___________________________________________________________________
 AQ1802  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AQ1802  DYNAMIC HT  -           1.110 (meters)       3.64  (feet)  COMP
 AQ1802  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 AQ1802
 AQ1802  VERT ORDER  -  SECOND    CLASS II
 AQ1802
 AQ1802.The horizontal coordinates were scaled from a topographic map and have
 AQ1802.an estimated accuracy of +/- 6 seconds.
 AQ1802
 AQ1802.The orthometric height was determined by differential leveling
 AQ1802.and adjusted by the National Geodetic Survey in June 1991..
 AQ1802
 AQ1802.The geoid height was determined by GEOID03.
 AQ1802
 AQ1802.The dynamic height is computed by dividing the NAVD 88
 AQ1802.geopotential number by the normal gravity value computed on the
 AQ1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1802.degrees latitude (g = 980.6199 gals.).
 AQ1802
 AQ1802.The modeled gravity was interpolated from observed gravity values.
 AQ1802
 AQ1802;                    North         East    Units  Estimated Accuracy
 AQ1802;SPC FL E     -   525,160.      208,520.      MT  (+/- 180 meters Scaled)
 AQ1802
 AQ1802                          SUPERSEDED SURVEY CONTROL
 AQ1802
 AQ1802  NGVD 29 (09/01/92)    1.489  (m)            4.89   (f) ADJUSTED    2 2
 AQ1802
 AQ1802.Superseded values are not recommended for survey control.
 AQ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1802.See file dsdata.txt to determine how the superseded data were derived.
 AQ1802
 AQ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN085161(NAD 83)
 AQ1802_MARKER: DD = SURVEY DISK
 AQ1802_SETTING: 80 = SET IN A BOULDER
 AQ1802_SP_SET: BOULDER
 AQ1802_STAMPING: 79 78 A26 RM NO 2
 AQ1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1802+STABILITY: SURFACE MOTION
 AQ1802
 AQ1802  HISTORY     - Date     Condition        Report By
 AQ1802  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1802  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1802
 AQ1802                          STATION DESCRIPTION
 AQ1802
 AQ1802'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1802'3.1 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1802'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1802'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE ) FOR 0.5
 AQ1802'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.6 MILES TO
 AQ1802'THE ROCK JETTY AT PONCE DE LEON INLET. THE MARK IS SET IN THE TOP OF A
 AQ1802'LARGE FLAT BOULDER NEAR THE WEST END OF THE SOUTH JETTY, AND BEARS 139
 AQ1802'FEET WEST SOUTHWEST OF THE APPARENT NORMAL HIGH TIDE MARK, AND 13.7
 AQ1802'FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE FLAT TRIANGULAR
 AQ1802'BOULDER.
 AQ1802
 AQ1802                          STATION RECOVERY (1995)
 AQ1802
 AQ1802'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1806 ***********************************************************************
 AQ1806  DESIGNATION -  79 78 A 28 FLDNR
 AQ1806  PID         -  AQ1806
 AQ1806  STATE/COUNTY-  FL/VOLUSIA
 AQ1806  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1806
 AQ1806                         *CURRENT SURVEY CONTROL
 AQ1806  ___________________________________________________________________
 AQ1806* NAD 83(1986)-  29 05 05.     (N)    080 55 30.     (W)     SCALED    
 AQ1806* NAVD 88     -         4.794  (meters)      15.73   (feet)  ADJUSTED  
 AQ1806  ___________________________________________________________________
 AQ1806  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AQ1806  DYNAMIC HT  -           4.787 (meters)      15.71  (feet)  COMP
 AQ1806  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AQ1806
 AQ1806  VERT ORDER  -  SECOND    CLASS II
 AQ1806
 AQ1806.The horizontal coordinates were scaled from a topographic map and have
 AQ1806.an estimated accuracy of +/- 6 seconds.
 AQ1806
 AQ1806.The orthometric height was determined by differential leveling
 AQ1806.and adjusted by the National Geodetic Survey in June 1991..
 AQ1806
 AQ1806.The geoid height was determined by GEOID03.
 AQ1806
 AQ1806.The dynamic height is computed by dividing the NAVD 88
 AQ1806.geopotential number by the normal gravity value computed on the
 AQ1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1806.degrees latitude (g = 980.6199 gals.).
 AQ1806
 AQ1806.The modeled gravity was interpolated from observed gravity values.
 AQ1806
 AQ1806;                    North         East    Units  Estimated Accuracy
 AQ1806;SPC FL E     -   526,420.      207,300.      MT  (+/- 180 meters Scaled)
 AQ1806
 AQ1806                          SUPERSEDED SURVEY CONTROL
 AQ1806
 AQ1806  NGVD 29 (09/01/92)    5.162  (m)           16.94   (f) ADJUSTED    2 2
 AQ1806
 AQ1806.Superseded values are not recommended for survey control.
 AQ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1806.See file dsdata.txt to determine how the superseded data were derived.
 AQ1806
 AQ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN072173(NAD 83)
 AQ1806_MARKER: DD = SURVEY DISK
 AQ1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1806_SP_SET: CONCRETE POST
 AQ1806_STAMPING: 79 78 A28
 AQ1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1806+STABILITY: SURFACE MOTION
 AQ1806
 AQ1806  HISTORY     - Date     Condition        Report By
 AQ1806  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1806  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1806
 AQ1806                          STATION DESCRIPTION
 AQ1806
 AQ1806'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1806'6.6 MI SE FROM PORT ORANGE.
 AQ1806'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1806'PROCEED EAST ON STATE ROAD A1A FOR 1.25 MILES TO THE INTERSECTION OF
 AQ1806'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1806'5.25 MILES TO THE INTERSECTION OF BEACH STREET, THENCE EAST ON BEACH
 AQ1806'STREET FOR 0.05 MILE TO THE MARK ON TOP OF A SAND DUNE. THE MARK BEARS
 AQ1806'5 FEET NORTHEAST OF SOUTHEAST EDGE OF SAND DUNE, 12 FEET SOUTHWEST OF
 AQ1806'EAST EDGE OF SAND DUNE, AND 103.8 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 AQ1806'PAVEMENT, ALSO THE END OF PAVEMENT. MARK IS A FLORIDA DEPARTMENT OF
 AQ1806'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1806'TRANSPORTATION.
 AQ1806
 AQ1806                          STATION RECOVERY (1990)
 AQ1806
 AQ1806'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1807 ***********************************************************************
 AQ1807  DESIGNATION -  79 78 A 28 RM 1 FLDT
 AQ1807  PID         -  AQ1807
 AQ1807  STATE/COUNTY-  FL/VOLUSIA
 AQ1807  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1807
 AQ1807                         *CURRENT SURVEY CONTROL
 AQ1807  ___________________________________________________________________
 AQ1807* NAD 83(1986)-  29 05 05.     (N)    080 55 30.     (W)     SCALED    
 AQ1807* NAVD 88     -         4.372  (meters)      14.34   (feet)  ADJUSTED  
 AQ1807  ___________________________________________________________________
 AQ1807  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AQ1807  DYNAMIC HT  -           4.365 (meters)      14.32  (feet)  COMP
 AQ1807  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AQ1807
 AQ1807  VERT ORDER  -  SECOND    CLASS II
 AQ1807
 AQ1807.The horizontal coordinates were scaled from a topographic map and have
 AQ1807.an estimated accuracy of +/- 6 seconds.
 AQ1807
 AQ1807.The orthometric height was determined by differential leveling
 AQ1807.and adjusted by the National Geodetic Survey in June 1991..
 AQ1807
 AQ1807.The geoid height was determined by GEOID03.
 AQ1807
 AQ1807.The dynamic height is computed by dividing the NAVD 88
 AQ1807.geopotential number by the normal gravity value computed on the
 AQ1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1807.degrees latitude (g = 980.6199 gals.).
 AQ1807
 AQ1807.The modeled gravity was interpolated from observed gravity values.
 AQ1807
 AQ1807;                    North         East    Units  Estimated Accuracy
 AQ1807;SPC FL E     -   526,420.      207,300.      MT  (+/- 180 meters Scaled)
 AQ1807
 AQ1807                          SUPERSEDED SURVEY CONTROL
 AQ1807
 AQ1807  NGVD 29 (09/01/92)    4.740  (m)           15.55   (f) ADJUSTED    2 2
 AQ1807
 AQ1807.Superseded values are not recommended for survey control.
 AQ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1807.See file dsdata.txt to determine how the superseded data were derived.
 AQ1807
 AQ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN072173(NAD 83)
 AQ1807_MARKER: DD = SURVEY DISK
 AQ1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1807_SP_SET: 4X4 PRECAST
 AQ1807_STAMPING: 79 78 A28 RM NO 1
 AQ1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1807+STABILITY: SURFACE MOTION
 AQ1807
 AQ1807  HISTORY     - Date     Condition        Report By
 AQ1807  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1807  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1807
 AQ1807                          STATION DESCRIPTION
 AQ1807
 AQ1807'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1807'6.6 MI SE FROM PORT ORANGE.
 AQ1807'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1807'PROCEED EAST ON STATE ROAD A1A FOR 1.25 MILES TO THE INTERSECTION OF
 AQ1807'SOUTH ATLANTIC AVENUE, THENCE SOUTHWEST ON SOUTH ATLANTIC AVENUE FOR
 AQ1807'5.25 MILES TO THE INTERSECTION OF BEACH STREET, THENCE EAST ON BEACH
 AQ1807'STREET FOR 0.1 MILE TO THE END OF PAVEMENT AND THE MARK ON THE RIGHT.
 AQ1807'THE MARK BEARS 7 FEET SOUTHWEST OF EAST EDGE OF SAND DUNE LINE, AND
 AQ1807'76.8 FEET NORTH NORTHEAST OF A 10 INCH PALM TREE.
 AQ1807
 AQ1807                          STATION RECOVERY (1990)
 AQ1807
 AQ1807'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1805 ***********************************************************************
 AQ1805  DESIGNATION -  79 78 A 28 RM 2 FLDT
 AQ1805  PID         -  AQ1805
 AQ1805  STATE/COUNTY-  FL/VOLUSIA
 AQ1805  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1805
 AQ1805                         *CURRENT SURVEY CONTROL
 AQ1805  ___________________________________________________________________
 AQ1805* NAD 83(1986)-  29 05 05.     (N)    080 55 30.     (W)     SCALED    
 AQ1805* NAVD 88     -         3.778  (meters)      12.39   (feet)  ADJUSTED  
 AQ1805  ___________________________________________________________________
 AQ1805  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AQ1805  DYNAMIC HT  -           3.773 (meters)      12.38  (feet)  COMP
 AQ1805  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AQ1805
 AQ1805  VERT ORDER  -  SECOND    CLASS II
 AQ1805
 AQ1805.The horizontal coordinates were scaled from a topographic map and have
 AQ1805.an estimated accuracy of +/- 6 seconds.
 AQ1805
 AQ1805.The orthometric height was determined by differential leveling
 AQ1805.and adjusted by the National Geodetic Survey in June 1991..
 AQ1805
 AQ1805.The geoid height was determined by GEOID03.
 AQ1805
 AQ1805.The dynamic height is computed by dividing the NAVD 88
 AQ1805.geopotential number by the normal gravity value computed on the
 AQ1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1805.degrees latitude (g = 980.6199 gals.).
 AQ1805
 AQ1805.The modeled gravity was interpolated from observed gravity values.
 AQ1805
 AQ1805;                    North         East    Units  Estimated Accuracy
 AQ1805;SPC FL E     -   526,420.      207,300.      MT  (+/- 180 meters Scaled)
 AQ1805
 AQ1805                          SUPERSEDED SURVEY CONTROL
 AQ1805
 AQ1805  NGVD 29 (09/01/92)    4.146  (m)           13.60   (f) ADJUSTED    2 2
 AQ1805
 AQ1805.Superseded values are not recommended for survey control.
 AQ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1805.See file dsdata.txt to determine how the superseded data were derived.
 AQ1805
 AQ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN072173(NAD 83)
 AQ1805_MARKER: DD = SURVEY DISK
 AQ1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1805_SP_SET: 4X4 PRECAST
 AQ1805_STAMPING: 79 78 A28 RM NO 2
 AQ1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1805+STABILITY: SURFACE MOTION
 AQ1805
 AQ1805  HISTORY     - Date     Condition        Report By
 AQ1805  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1805  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1805
 AQ1805                          STATION DESCRIPTION
 AQ1805
 AQ1805'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1805'6.6 MI SE FROM PORT ORANGE.
 AQ1805'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1805'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1805'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1805'5.3 MILES TO THE INTERSECTION OF BEACH STREET, THENCE EAST ON BEACH
 AQ1805'STREET FOR 0.1 MILE TO END OF PAVEMENT AND THE MARK ON THE RIGHT. THE
 AQ1805'MARK BEARS 29 FEET SOUTHWEST OF THE EAST EDGE OF SAND DUNE LINE, AND
 AQ1805'76 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT.
 AQ1805
 AQ1805                          STATION RECOVERY (1990)
 AQ1805
 AQ1805'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1804 ***********************************************************************
 AQ1804  DESIGNATION -  79 78 A 29 FLDNR
 AQ1804  PID         -  AQ1804
 AQ1804  STATE/COUNTY-  FL/VOLUSIA
 AQ1804  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1804
 AQ1804                         *CURRENT SURVEY CONTROL
 AQ1804  ___________________________________________________________________
 AQ1804* NAD 83(1986)-  29 05 05.     (N)    080 55 34.     (W)     SCALED    
 AQ1804* NAVD 88     -         3.089  (meters)      10.13   (feet)  ADJUSTED  
 AQ1804  ___________________________________________________________________
 AQ1804  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AQ1804  DYNAMIC HT  -           3.085 (meters)      10.12  (feet)  COMP
 AQ1804  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AQ1804
 AQ1804  VERT ORDER  -  SECOND    CLASS II
 AQ1804
 AQ1804.The horizontal coordinates were scaled from a topographic map and have
 AQ1804.an estimated accuracy of +/- 6 seconds.
 AQ1804
 AQ1804.The orthometric height was determined by differential leveling
 AQ1804.and adjusted by the National Geodetic Survey in June 1991..
 AQ1804
 AQ1804.The geoid height was determined by GEOID03.
 AQ1804
 AQ1804.The dynamic height is computed by dividing the NAVD 88
 AQ1804.geopotential number by the normal gravity value computed on the
 AQ1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1804.degrees latitude (g = 980.6199 gals.).
 AQ1804
 AQ1804.The modeled gravity was interpolated from observed gravity values.
 AQ1804
 AQ1804;                    North         East    Units  Estimated Accuracy
 AQ1804;SPC FL E     -   526,420.      207,190.      MT  (+/- 180 meters Scaled)
 AQ1804
 AQ1804                          SUPERSEDED SURVEY CONTROL
 AQ1804
 AQ1804  NGVD 29 (09/01/92)    3.457  (m)           11.34   (f) ADJUSTED    2 2
 AQ1804
 AQ1804.Superseded values are not recommended for survey control.
 AQ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1804.See file dsdata.txt to determine how the superseded data were derived.
 AQ1804
 AQ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN071173(NAD 83)
 AQ1804_MARKER: DD = SURVEY DISK
 AQ1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1804_SP_SET: CONCRETE POST
 AQ1804_STAMPING: 79 78 A29
 AQ1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1804+STABILITY: SURFACE MOTION
 AQ1804
 AQ1804  HISTORY     - Date     Condition        Report By
 AQ1804  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1804  HISTORY     - 1990     GOOD             USPSQD
 AQ1804
 AQ1804                          STATION DESCRIPTION
 AQ1804
 AQ1804'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1804'6.6 MI SE FROM PORT ORANGE.
 AQ1804'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1804'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1804'ATLANTIC AVENUE, THENCE SOUTHWEST ON SOUTH ATLANTIC AVENUE FOR 5.3
 AQ1804'MILES TO THE INTERSECTION OF BEACH STREET AND THE MARK. THE MARK BEARS
 AQ1804'4.4 FEET SOUTH OF A STOP SIGN POST, 16.8 FEET NORTH OF A GUY POLE,
 AQ1804'18.6 FEET SOUTHWEST OF THE CENTERLINE OF ATLANTIC AVENUE, AND 37 FEET
 AQ1804'NORTH OF THE CENTERLINE OF BEACH STREET. MARK IS A FLORIDA DEPARTMENT
 AQ1804'OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1804'TRANSPORTATION.
 AQ1804
 AQ1804                          STATION RECOVERY (1990)
 AQ1804
 AQ1804'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1808 ***********************************************************************
 AQ1808  DESIGNATION -  79 78 A 30 FLDNR
 AQ1808  PID         -  AQ1808
 AQ1808  STATE/COUNTY-  FL/VOLUSIA
 AQ1808  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1808
 AQ1808                         *CURRENT SURVEY CONTROL
 AQ1808  ___________________________________________________________________
 AQ1808* NAD 83(1986)-  29 05 19.     (N)    080 55 45.     (W)     SCALED    
 AQ1808* NAVD 88     -         5.219  (meters)      17.12   (feet)  ADJUSTED  
 AQ1808  ___________________________________________________________________
 AQ1808  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AQ1808  DYNAMIC HT  -           5.211 (meters)      17.10  (feet)  COMP
 AQ1808  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AQ1808
 AQ1808  VERT ORDER  -  SECOND    CLASS II
 AQ1808
 AQ1808.The horizontal coordinates were scaled from a topographic map and have
 AQ1808.an estimated accuracy of +/- 6 seconds.
 AQ1808
 AQ1808.The orthometric height was determined by differential leveling
 AQ1808.and adjusted by the National Geodetic Survey in June 1991..
 AQ1808
 AQ1808.The geoid height was determined by GEOID03.
 AQ1808
 AQ1808.The dynamic height is computed by dividing the NAVD 88
 AQ1808.geopotential number by the normal gravity value computed on the
 AQ1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1808.degrees latitude (g = 980.6199 gals.).
 AQ1808
 AQ1808.The modeled gravity was interpolated from observed gravity values.
 AQ1808
 AQ1808;                    North         East    Units  Estimated Accuracy
 AQ1808;SPC FL E     -   526,850.      206,900.      MT  (+/- 180 meters Scaled)
 AQ1808
 AQ1808                          SUPERSEDED SURVEY CONTROL
 AQ1808
 AQ1808  NGVD 29 (09/01/92)    5.587  (m)           18.33   (f) ADJUSTED    2 2
 AQ1808
 AQ1808.Superseded values are not recommended for survey control.
 AQ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1808.See file dsdata.txt to determine how the superseded data were derived.
 AQ1808
 AQ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN068178(NAD 83)
 AQ1808_MARKER: DD = SURVEY DISK
 AQ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1808_SP_SET: CONCRETE POST
 AQ1808_STAMPING: 79 78 A30
 AQ1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1808+STABILITY: SURFACE MOTION
 AQ1808
 AQ1808  HISTORY     - Date     Condition        Report By
 AQ1808  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1808
 AQ1808                          STATION DESCRIPTION
 AQ1808
 AQ1808'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1808'6.3 MI SE FROM PORT ORANGE.
 AQ1808'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1808'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1808'ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR 5 MILES
 AQ1808'TO THE MARK. THE MARK BEARS 13.3 FEET NORTHEAST OF THE CENTERLIN  OF
 AQ1808'SOUTH ATLANTIC AVENUE, 54.5 FEET NORTHWEST OF A POWERPOLE WITH A
 AQ1808'STREET LIGHT , AND 203.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 AQ1808'CONCRETE DRIVEWAY. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1808'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1809 ***********************************************************************
 AQ1809  DESIGNATION -  79 78 A 31 FLDNR
 AQ1809  PID         -  AQ1809
 AQ1809  STATE/COUNTY-  FL/VOLUSIA
 AQ1809  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1809
 AQ1809                         *CURRENT SURVEY CONTROL
 AQ1809  ___________________________________________________________________
 AQ1809* NAD 83(1986)-  29 05 35.     (N)    080 55 58.     (W)     SCALED    
 AQ1809* NAVD 88     -         4.708  (meters)      15.45   (feet)  ADJUSTED  
 AQ1809  ___________________________________________________________________
 AQ1809  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ1809  DYNAMIC HT  -           4.701 (meters)      15.42  (feet)  COMP
 AQ1809  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AQ1809
 AQ1809  VERT ORDER  -  SECOND    CLASS II
 AQ1809
 AQ1809.The horizontal coordinates were scaled from a topographic map and have
 AQ1809.an estimated accuracy of +/- 6 seconds.
 AQ1809
 AQ1809.The orthometric height was determined by differential leveling
 AQ1809.and adjusted by the National Geodetic Survey in June 1991..
 AQ1809
 AQ1809.The geoid height was determined by GEOID03.
 AQ1809
 AQ1809.The dynamic height is computed by dividing the NAVD 88
 AQ1809.geopotential number by the normal gravity value computed on the
 AQ1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1809.degrees latitude (g = 980.6199 gals.).
 AQ1809
 AQ1809.The modeled gravity was interpolated from observed gravity values.
 AQ1809
 AQ1809;                    North         East    Units  Estimated Accuracy
 AQ1809;SPC FL E     -   527,350.      206,540.      MT  (+/- 180 meters Scaled)
 AQ1809
 AQ1809                          SUPERSEDED SURVEY CONTROL
 AQ1809
 AQ1809  NGVD 29 (09/01/92)    5.077  (m)           16.66   (f) ADJUSTED    2 2
 AQ1809
 AQ1809.Superseded values are not recommended for survey control.
 AQ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1809.See file dsdata.txt to determine how the superseded data were derived.
 AQ1809
 AQ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN065182(NAD 83)
 AQ1809_MARKER: DD = SURVEY DISK
 AQ1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1809_SP_SET: CONCRETE POST
 AQ1809_STAMPING: 79 78 A31
 AQ1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1809+STABILITY: SURFACE MOTION
 AQ1809
 AQ1809  HISTORY     - Date     Condition        Report By
 AQ1809  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1809  HISTORY     - 1990     GOOD             USPSQD
 AQ1809
 AQ1809                          STATION DESCRIPTION
 AQ1809
 AQ1809'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1809'5.9 MI SE FROM PORT ORANGE.
 AQ1809'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1809'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1809'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1809'4.6 MILES TO THE MARK. THE MARK BEARS 1.7 FEET SOUTHWEST OF A 4 INCH
 AQ1809'SQUARE CONCRETE MONUMENT, 23 FEET SOUTHWEST OF THE CENTERLINE OF SOUTH
 AQ1809'ATLANTIC AVENUE, 187.7 FEET SOUTH AND ACROSS ROAD FROM A FIRE HYDRANT,
 AQ1809'AND 220 FEET SOUTH OF THE SOUTHWEST CORNER OF SEA COVE MOTEL. MARK IS
 AQ1809'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1809'DEPARTMENT OF TRANSPORTATION.
 AQ1809
 AQ1809                          STATION RECOVERY (1990)
 AQ1809
 AQ1809'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1811 ***********************************************************************
 AQ1811  DESIGNATION -  79 78 A 32 FLDNR
 AQ1811  PID         -  AQ1811
 AQ1811  STATE/COUNTY-  FL/VOLUSIA
 AQ1811  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1811
 AQ1811                         *CURRENT SURVEY CONTROL
 AQ1811  ___________________________________________________________________
 AQ1811* NAD 83(1986)-  29 05 43.     (N)    080 56 04.     (W)     SCALED    
 AQ1811* NAVD 88     -         6.559  (meters)      21.52   (feet)  ADJUSTED  
 AQ1811  ___________________________________________________________________
 AQ1811  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ1811  DYNAMIC HT  -           6.550 (meters)      21.49  (feet)  COMP
 AQ1811  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AQ1811
 AQ1811  VERT ORDER  -  SECOND    CLASS II
 AQ1811
 AQ1811.The horizontal coordinates were scaled from a topographic map and have
 AQ1811.an estimated accuracy of +/- 6 seconds.
 AQ1811
 AQ1811.The orthometric height was determined by differential leveling
 AQ1811.and adjusted by the National Geodetic Survey in June 1991..
 AQ1811
 AQ1811.The geoid height was determined by GEOID03.
 AQ1811
 AQ1811.The dynamic height is computed by dividing the NAVD 88
 AQ1811.geopotential number by the normal gravity value computed on the
 AQ1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1811.degrees latitude (g = 980.6199 gals.).
 AQ1811
 AQ1811.The modeled gravity was interpolated from observed gravity values.
 AQ1811
 AQ1811;                    North         East    Units  Estimated Accuracy
 AQ1811;SPC FL E     -   527,590.      206,380.      MT  (+/- 180 meters Scaled)
 AQ1811
 AQ1811                          SUPERSEDED SURVEY CONTROL
 AQ1811
 AQ1811  NGVD 29 (09/01/92)    6.928  (m)           22.73   (f) ADJUSTED    2 2
 AQ1811
 AQ1811.Superseded values are not recommended for survey control.
 AQ1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1811.See file dsdata.txt to determine how the superseded data were derived.
 AQ1811
 AQ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063185(NAD 83)
 AQ1811_MARKER: DD = SURVEY DISK
 AQ1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1811_SP_SET: CONCRETE POST
 AQ1811_STAMPING: 79 78 A32
 AQ1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1811+STABILITY: SURFACE MOTION
 AQ1811
 AQ1811  HISTORY     - Date     Condition        Report By
 AQ1811  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1811  HISTORY     - 1990     GOOD             USPSQD
 AQ1811
 AQ1811                          STATION DESCRIPTION
 AQ1811
 AQ1811'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1811'5.7 MI SE FROM PORT ORANGE.
 AQ1811'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1811'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1811'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1811'4.4 MILES TO THE MARK, WHICH BEARS 13.5 FEET NORTHEAST OF THE CENTER
 AQ1811'LINE OF SOUTH ATLANTIC AVENUE, 23.4 FEET SOUTHWEST OF A POWERLINE POLE
 AQ1811'AND 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF BLOCK BUILDING. MARK
 AQ1811'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1811'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1811
 AQ1811                          STATION RECOVERY (1990)
 AQ1811
 AQ1811'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1810 ***********************************************************************
 AQ1810  DESIGNATION -  79 78 A 32 RM 1 FLDT
 AQ1810  PID         -  AQ1810
 AQ1810  STATE/COUNTY-  FL/VOLUSIA
 AQ1810  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1810
 AQ1810                         *CURRENT SURVEY CONTROL
 AQ1810  ___________________________________________________________________
 AQ1810* NAD 83(1986)-  29 05 43.     (N)    080 56 04.     (W)     SCALED    
 AQ1810* NAVD 88     -         6.735  (meters)      22.10   (feet)  ADJUSTED  
 AQ1810  ___________________________________________________________________
 AQ1810  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ1810  DYNAMIC HT  -           6.725 (meters)      22.06  (feet)  COMP
 AQ1810  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AQ1810
 AQ1810  VERT ORDER  -  SECOND    CLASS II
 AQ1810
 AQ1810.The horizontal coordinates were scaled from a topographic map and have
 AQ1810.an estimated accuracy of +/- 6 seconds.
 AQ1810
 AQ1810.The orthometric height was determined by differential leveling
 AQ1810.and adjusted by the National Geodetic Survey in June 1991..
 AQ1810
 AQ1810.The geoid height was determined by GEOID03.
 AQ1810
 AQ1810.The dynamic height is computed by dividing the NAVD 88
 AQ1810.geopotential number by the normal gravity value computed on the
 AQ1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1810.degrees latitude (g = 980.6199 gals.).
 AQ1810
 AQ1810.The modeled gravity was interpolated from observed gravity values.
 AQ1810
 AQ1810;                    North         East    Units  Estimated Accuracy
 AQ1810;SPC FL E     -   527,590.      206,380.      MT  (+/- 180 meters Scaled)
 AQ1810
 AQ1810                          SUPERSEDED SURVEY CONTROL
 AQ1810
 AQ1810  NGVD 29 (09/01/92)    7.104  (m)           23.31   (f) ADJUSTED    2 2
 AQ1810
 AQ1810.Superseded values are not recommended for survey control.
 AQ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1810.See file dsdata.txt to determine how the superseded data were derived.
 AQ1810
 AQ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063185(NAD 83)
 AQ1810_MARKER: DD = SURVEY DISK
 AQ1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1810_SP_SET: 4X4 PRECAST
 AQ1810_STAMPING: 79 78 A32 RM NO 1
 AQ1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1810+STABILITY: SURFACE MOTION
 AQ1810
 AQ1810  HISTORY     - Date     Condition        Report By
 AQ1810  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1810  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 AQ1810
 AQ1810                          STATION DESCRIPTION
 AQ1810
 AQ1810'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1810'5.7 MI SE FROM PORT ORANGE.
 AQ1810'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1810'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1810'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1810'4.4 MILES TO THE MARK, WHICH BEARS 11.6 FEET NORTHWEST OF A SPEED
 AQ1810'LIMIT SIGN POST, AND 15 FEET NORTHEAST OF THE CENTERLINE OF SOUTH
 AQ1810'ATLANTIC AVENUE.
 AQ1810
 AQ1810                          STATION RECOVERY (1990)
 AQ1810
 AQ1810'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1812 ***********************************************************************
 AQ1812  DESIGNATION -  79 78 A 32 RM 2 FLDT
 AQ1812  PID         -  AQ1812
 AQ1812  STATE/COUNTY-  FL/VOLUSIA
 AQ1812  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1812
 AQ1812                         *CURRENT SURVEY CONTROL
 AQ1812  ___________________________________________________________________
 AQ1812* NAD 83(1986)-  29 05 43.     (N)    080 56 04.     (W)     SCALED    
 AQ1812* NAVD 88     -         6.431  (meters)      21.10   (feet)  ADJUSTED  
 AQ1812  ___________________________________________________________________
 AQ1812  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ1812  DYNAMIC HT  -           6.422 (meters)      21.07  (feet)  COMP
 AQ1812  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AQ1812
 AQ1812  VERT ORDER  -  SECOND    CLASS II
 AQ1812
 AQ1812.The horizontal coordinates were scaled from a topographic map and have
 AQ1812.an estimated accuracy of +/- 6 seconds.
 AQ1812
 AQ1812.The orthometric height was determined by differential leveling
 AQ1812.and adjusted by the National Geodetic Survey in June 1991..
 AQ1812
 AQ1812.The geoid height was determined by GEOID03.
 AQ1812
 AQ1812.The dynamic height is computed by dividing the NAVD 88
 AQ1812.geopotential number by the normal gravity value computed on the
 AQ1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1812.degrees latitude (g = 980.6199 gals.).
 AQ1812
 AQ1812.The modeled gravity was interpolated from observed gravity values.
 AQ1812
 AQ1812;                    North         East    Units  Estimated Accuracy
 AQ1812;SPC FL E     -   527,590.      206,380.      MT  (+/- 180 meters Scaled)
 AQ1812
 AQ1812                          SUPERSEDED SURVEY CONTROL
 AQ1812
 AQ1812  NGVD 29 (09/01/92)    6.800  (m)           22.31   (f) ADJUSTED    2 2
 AQ1812
 AQ1812.Superseded values are not recommended for survey control.
 AQ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1812.See file dsdata.txt to determine how the superseded data were derived.
 AQ1812
 AQ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063185(NAD 83)
 AQ1812_MARKER: DD = SURVEY DISK
 AQ1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1812_SP_SET: 4X4 PRECAST
 AQ1812_STAMPING: 79 78 A32 RM NO 2
 AQ1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1812+STABILITY: SURFACE MOTION
 AQ1812
 AQ1812  HISTORY     - Date     Condition        Report By
 AQ1812  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1812  HISTORY     - 1990     GOOD             USPSQD
 AQ1812  HISTORY     - 20051114 GOOD             USPSQD
 AQ1812
 AQ1812                          STATION DESCRIPTION
 AQ1812
 AQ1812'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1812'5.7 MI SE FROM PORT ORANGE.
 AQ1812'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1812'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1812'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1812'4.4 MILES TO THE MARK, WHICH BEARS 14 FEET WEST OF A 12 INCH PALM TREE
 AQ1812'AND 15.6 FEET NORTHEAST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE.
 AQ1812
 AQ1812                          STATION RECOVERY (1990)
 AQ1812
 AQ1812'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1812'RECOVERED IN GOOD CONDITION.
 AQ1812
 AQ1812                          STATION RECOVERY (2005)
 AQ1812
 AQ1812'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1812'THE MARK IS LOCATED ON THE EAST SIDE OF SOUTH ATLANTIC AVE. IT IS
 AQ1812'APPROX 50 FT SOUTH OF THE SOUTH EDGE OF THE DRIVEWAY AT 4725 SOUTH
 AQ1812'ATLANTIC AVE AND APPROX 15 FT SOUTHWEST OF UTILITY POLE NO.
 AQ1812'46496171202. THE MARK IS ACROSS SOUTH ATLANTIC AVE FROM THE NORTHEAST
 AQ1812'CORNER OF THE RESIDENCE AT 4734 SOUTH ATLANTIC AVE.  SET IN A CONCRETE
 AQ1812'POST ABOUT 6 INCHES BELOW STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1813 ***********************************************************************
 AQ1813  DESIGNATION -  79 78 A 33 FLDNR
 AQ1813  PID         -  AQ1813
 AQ1813  STATE/COUNTY-  FL/VOLUSIA
 AQ1813  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1813
 AQ1813                         *CURRENT SURVEY CONTROL
 AQ1813  ___________________________________________________________________
 AQ1813* NAD 83(1986)-  29 06 16.     (N)    080 56 28.     (W)     SCALED    
 AQ1813* NAVD 88     -         4.099  (meters)      13.45   (feet)  ADJUSTED  
 AQ1813  ___________________________________________________________________
 AQ1813  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AQ1813  DYNAMIC HT  -           4.094 (meters)      13.43  (feet)  COMP
 AQ1813  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AQ1813
 AQ1813  VERT ORDER  -  SECOND    CLASS II
 AQ1813
 AQ1813.The horizontal coordinates were scaled from a topographic map and have
 AQ1813.an estimated accuracy of +/- 6 seconds.
 AQ1813
 AQ1813.The orthometric height was determined by differential leveling
 AQ1813.and adjusted by the National Geodetic Survey in June 1991..
 AQ1813
 AQ1813.The geoid height was determined by GEOID03.
 AQ1813
 AQ1813.The dynamic height is computed by dividing the NAVD 88
 AQ1813.geopotential number by the normal gravity value computed on the
 AQ1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1813.degrees latitude (g = 980.6199 gals.).
 AQ1813
 AQ1813.The modeled gravity was interpolated from observed gravity values.
 AQ1813
 AQ1813;                    North         East    Units  Estimated Accuracy
 AQ1813;SPC FL E     -   528,610.      205,730.      MT  (+/- 180 meters Scaled)
 AQ1813
 AQ1813                          SUPERSEDED SURVEY CONTROL
 AQ1813
 AQ1813  NGVD 29 (09/01/92)    4.468  (m)           14.66   (f) ADJUSTED    2 2
 AQ1813
 AQ1813.Superseded values are not recommended for survey control.
 AQ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1813.See file dsdata.txt to determine how the superseded data were derived.
 AQ1813
 AQ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN057195(NAD 83)
 AQ1813_MARKER: DD = SURVEY DISK
 AQ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1813_SP_SET: CONCRETE POST
 AQ1813_STAMPING: 79 78 A33
 AQ1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1813+STABILITY: SURFACE MOTION
 AQ1813
 AQ1813  HISTORY     - Date     Condition        Report By
 AQ1813  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1813  HISTORY     - 1990     GOOD             USPSQD
 AQ1813
 AQ1813                          STATION DESCRIPTION
 AQ1813
 AQ1813'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1813'4.9 MI SE FROM PORT ORANGE.
 AQ1813'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1813'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1813'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1813'3.7 MILES TO THE MARK. THE MARK BEARS 14.5 FEET SOUTHWEST OF THE
 AQ1813'CENTERLINE OF OLD SOUTH ATLANTIC AVENUE, 75 FEET WEST OF SOUTHWEST
 AQ1813'CORNER OF HOUSE NUMBER 4513, 91 FEET SOUTH OF A POWERLINE POLE, AND
 AQ1813'185.5 FEET SOUTHEAST OF THE CENTER OF DRIVEWAY WHICH IS BETWEEN THE
 AQ1813'OLD AND NEW ROAD. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1813'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1813
 AQ1813                          STATION RECOVERY (1990)
 AQ1813
 AQ1813'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1815 ***********************************************************************
 AQ1815  DESIGNATION -  79 78 A 34 FLDNR
 AQ1815  PID         -  AQ1815
 AQ1815  STATE/COUNTY-  FL/VOLUSIA
 AQ1815  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1815
 AQ1815                         *CURRENT SURVEY CONTROL
 AQ1815  ___________________________________________________________________
 AQ1815* NAD 83(1986)-  29 06 36.     (N)    080 56 41.     (W)     SCALED    
 AQ1815* NAVD 88     -         4.556  (meters)      14.95   (feet)  ADJUSTED  
 AQ1815  ___________________________________________________________________
 AQ1815  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ1815  DYNAMIC HT  -           4.549 (meters)      14.92  (feet)  COMP
 AQ1815  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 AQ1815
 AQ1815  VERT ORDER  -  SECOND    CLASS II
 AQ1815
 AQ1815.The horizontal coordinates were scaled from a topographic map and have
 AQ1815.an estimated accuracy of +/- 6 seconds.
 AQ1815
 AQ1815.The orthometric height was determined by differential leveling
 AQ1815.and adjusted by the National Geodetic Survey in June 1991..
 AQ1815
 AQ1815.The geoid height was determined by GEOID03.
 AQ1815
 AQ1815.The dynamic height is computed by dividing the NAVD 88
 AQ1815.geopotential number by the normal gravity value computed on the
 AQ1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1815.degrees latitude (g = 980.6199 gals.).
 AQ1815
 AQ1815.The modeled gravity was interpolated from observed gravity values.
 AQ1815
 AQ1815;                    North         East    Units  Estimated Accuracy
 AQ1815;SPC FL E     -   529,220.      205,380.      MT  (+/- 180 meters Scaled)
 AQ1815
 AQ1815                          SUPERSEDED SURVEY CONTROL
 AQ1815
 AQ1815  NGVD 29 (09/01/92)    4.925  (m)           16.16   (f) ADJUSTED    2 2
 AQ1815
 AQ1815.Superseded values are not recommended for survey control.
 AQ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1815.See file dsdata.txt to determine how the superseded data were derived.
 AQ1815
 AQ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN053201(NAD 83)
 AQ1815_MARKER: DD = SURVEY DISK
 AQ1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1815_SP_SET: CONCRETE POST
 AQ1815_STAMPING: 79 78 A34
 AQ1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1815+STABILITY: SURFACE MOTION
 AQ1815
 AQ1815  HISTORY     - Date     Condition        Report By
 AQ1815  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1815
 AQ1815                          STATION DESCRIPTION
 AQ1815
 AQ1815'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1815'4.5 MI SE FROM PORT ORANGE.
 AQ1815'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1815'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1815'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTI C AVENUE FOR
 AQ1815'3.2 MILES TO THE MARK, WHICH BEARS 21.2 FEET WEST OF THE CENTERLINE OF
 AQ1815'SOUTH ATLANTIC AVENUE, 64 FEET WEST SOUTHWEST AND ACROSS ROAD FROM A
 AQ1815'END OF A CONCRETE SIDEWALK, AND 98.0 FEET SOUTH AND ACROSS ROAD FROM
 AQ1815'A POWERLINE POLE. MARK IS A FLORIDA DEPARTMENT OF NARURAL RESOURCES
 AQ1815'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1814 ***********************************************************************
 AQ1814  DESIGNATION -  79 78 A 34 RM 1 FLDT
 AQ1814  PID         -  AQ1814
 AQ1814  STATE/COUNTY-  FL/VOLUSIA
 AQ1814  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1814
 AQ1814                         *CURRENT SURVEY CONTROL
 AQ1814  ___________________________________________________________________
 AQ1814* NAD 83(1986)-  29 06 36.     (N)    080 56 41.     (W)     SCALED    
 AQ1814* NAVD 88     -         4.543  (meters)      14.90   (feet)  ADJUSTED  
 AQ1814  ___________________________________________________________________
 AQ1814  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ1814  DYNAMIC HT  -           4.537 (meters)      14.89  (feet)  COMP
 AQ1814  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 AQ1814
 AQ1814  VERT ORDER  -  SECOND    CLASS II
 AQ1814
 AQ1814.The horizontal coordinates were scaled from a topographic map and have
 AQ1814.an estimated accuracy of +/- 6 seconds.
 AQ1814
 AQ1814.The orthometric height was determined by differential leveling
 AQ1814.and adjusted by the National Geodetic Survey in June 1991..
 AQ1814
 AQ1814.The geoid height was determined by GEOID03.
 AQ1814
 AQ1814.The dynamic height is computed by dividing the NAVD 88
 AQ1814.geopotential number by the normal gravity value computed on the
 AQ1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1814.degrees latitude (g = 980.6199 gals.).
 AQ1814
 AQ1814.The modeled gravity was interpolated from observed gravity values.
 AQ1814
 AQ1814;                    North         East    Units  Estimated Accuracy
 AQ1814;SPC FL E     -   529,220.      205,380.      MT  (+/- 180 meters Scaled)
 AQ1814
 AQ1814                          SUPERSEDED SURVEY CONTROL
 AQ1814
 AQ1814  NGVD 29 (09/01/92)    4.912  (m)           16.12   (f) ADJUSTED    2 2
 AQ1814
 AQ1814.Superseded values are not recommended for survey control.
 AQ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1814.See file dsdata.txt to determine how the superseded data were derived.
 AQ1814
 AQ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN053201(NAD 83)
 AQ1814_MARKER: DD = SURVEY DISK
 AQ1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1814_SP_SET: CONCRETE POST
 AQ1814_STAMPING: 79 78 A34 RM NO 1
 AQ1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1814+STABILITY: SURFACE MOTION
 AQ1814
 AQ1814  HISTORY     - Date     Condition        Report By
 AQ1814  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1814  HISTORY     - 1990     GOOD             USPSQD
 AQ1814
 AQ1814                          STATION DESCRIPTION
 AQ1814
 AQ1814'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1814'4.5 MI SE FROM PORT ORANGE.
 AQ1814'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1814'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1814'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1814'3.2 MILES TO THE MARK, WHICH BEARS 33 FEET WEST OF THE CENTERLINE OF
 AQ1814'SOUTH ATLANTIC AVENUE, AND 72 FEET WEST NOTHWEST OF THE INTERSECTION
 AQ1814'OF DRIVEWAY AND THE CENTER OF SOUTH ATLANTIC AVENUE.
 AQ1814
 AQ1814                          STATION RECOVERY (1990)
 AQ1814
 AQ1814'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1816 ***********************************************************************
 AQ1816  DESIGNATION -  79 78 A 34 RM 2 FLDT
 AQ1816  PID         -  AQ1816
 AQ1816  STATE/COUNTY-  FL/VOLUSIA
 AQ1816  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1816
 AQ1816                         *CURRENT SURVEY CONTROL
 AQ1816  ___________________________________________________________________
 AQ1816* NAD 83(1986)-  29 06 36.     (N)    080 56 41.     (W)     SCALED    
 AQ1816* NAVD 88     -         4.891  (meters)      16.05   (feet)  ADJUSTED  
 AQ1816  ___________________________________________________________________
 AQ1816  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ1816  DYNAMIC HT  -           4.885 (meters)      16.03  (feet)  COMP
 AQ1816  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 AQ1816
 AQ1816  VERT ORDER  -  SECOND    CLASS II
 AQ1816
 AQ1816.The horizontal coordinates were scaled from a topographic map and have
 AQ1816.an estimated accuracy of +/- 6 seconds.
 AQ1816
 AQ1816.The orthometric height was determined by differential leveling
 AQ1816.and adjusted by the National Geodetic Survey in June 1991..
 AQ1816
 AQ1816.The geoid height was determined by GEOID03.
 AQ1816
 AQ1816.The dynamic height is computed by dividing the NAVD 88
 AQ1816.geopotential number by the normal gravity value computed on the
 AQ1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1816.degrees latitude (g = 980.6199 gals.).
 AQ1816
 AQ1816.The modeled gravity was interpolated from observed gravity values.
 AQ1816
 AQ1816;                    North         East    Units  Estimated Accuracy
 AQ1816;SPC FL E     -   529,220.      205,380.      MT  (+/- 180 meters Scaled)
 AQ1816
 AQ1816                          SUPERSEDED SURVEY CONTROL
 AQ1816
 AQ1816  NGVD 29 (09/01/92)    5.261  (m)           17.26   (f) ADJUSTED    2 2
 AQ1816
 AQ1816.Superseded values are not recommended for survey control.
 AQ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1816.See file dsdata.txt to determine how the superseded data were derived.
 AQ1816
 AQ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN053201(NAD 83)
 AQ1816_MARKER: DD = SURVEY DISK
 AQ1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1816_SP_SET: CONCRETE POST
 AQ1816_STAMPING: 79 78 A34 RM NO 2
 AQ1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1816+STABILITY: SURFACE MOTION
 AQ1816
 AQ1816  HISTORY     - Date     Condition        Report By
 AQ1816  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1816  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1816
 AQ1816                          STATION DESCRIPTION
 AQ1816
 AQ1816'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1816'4.5 MI SE FROM PORT ORANGE.
 AQ1816'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1816'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1816'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1816'3.2 MILES TO THE MARK, WHICH BEARS 26 FEET WEST OF THE CENTERLINE OF
 AQ1816'SOUTH ATLANTIC AVENUE, AND 70 FEET SOUTHWEST AND ACROSS ROAD FROM A
 AQ1816'POWERLINE POLE.
 AQ1816
 AQ1816                          STATION RECOVERY (1990)
 AQ1816
 AQ1816'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1818 ***********************************************************************
 AQ1818  DESIGNATION -  79 78 A 35 FLDNR
 AQ1818  PID         -  AQ1818
 AQ1818  STATE/COUNTY-  FL/VOLUSIA
 AQ1818  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1818
 AQ1818                         *CURRENT SURVEY CONTROL
 AQ1818  ___________________________________________________________________
 AQ1818* NAD 83(1986)-  29 07 07.     (N)    080 57 02.     (W)     SCALED    
 AQ1818* NAVD 88     -         4.087  (meters)      13.41   (feet)  ADJUSTED  
 AQ1818  ___________________________________________________________________
 AQ1818  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ1818  DYNAMIC HT  -           4.081 (meters)      13.39  (feet)  COMP
 AQ1818  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AQ1818
 AQ1818  VERT ORDER  -  SECOND    CLASS II
 AQ1818
 AQ1818.The horizontal coordinates were scaled from a topographic map and have
 AQ1818.an estimated accuracy of +/- 6 seconds.
 AQ1818
 AQ1818.The orthometric height was determined by differential leveling
 AQ1818.and adjusted by the National Geodetic Survey in June 1991..
 AQ1818
 AQ1818.The geoid height was determined by GEOID03.
 AQ1818
 AQ1818.The dynamic height is computed by dividing the NAVD 88
 AQ1818.geopotential number by the normal gravity value computed on the
 AQ1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1818.degrees latitude (g = 980.6199 gals.).
 AQ1818
 AQ1818.The modeled gravity was interpolated from observed gravity values.
 AQ1818
 AQ1818;                    North         East    Units  Estimated Accuracy
 AQ1818;SPC FL E     -   530,180.      204,810.      MT  (+/- 180 meters Scaled)
 AQ1818
 AQ1818                          SUPERSEDED SURVEY CONTROL
 AQ1818
 AQ1818  NGVD 29 (09/01/92)    4.457  (m)           14.62   (f) ADJUSTED    2 2
 AQ1818
 AQ1818.Superseded values are not recommended for survey control.
 AQ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1818.See file dsdata.txt to determine how the superseded data were derived.
 AQ1818
 AQ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN048211(NAD 83)
 AQ1818_MARKER: DD = SURVEY DISK
 AQ1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1818_SP_SET: CONCRETE POST
 AQ1818_STAMPING: 79 78 A35
 AQ1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1818+STABILITY: SURFACE MOTION
 AQ1818
 AQ1818  HISTORY     - Date     Condition        Report By
 AQ1818  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1818  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1818  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 AQ1818
 AQ1818                          STATION DESCRIPTION
 AQ1818
 AQ1818'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1818'3.8 MI SE FROM PORT ORANGE.
 AQ1818'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1818'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1818'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1818'2.5 MILES TO THE INTERSECTION OF OLD CARRIAGE ROAD AND THE MARK. THE
 AQ1818'MARK BEARS 16.7 FEET WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE,
 AQ1818'51 FEET SOUTH OF THE CENTERLINE OF OLD CARRIAGE ROAD, AND 59.0 FEET
 AQ1818'SOUTH-SOUTHWEST AND ACROSS ROAD FROM A POWERLINE POLE. MARK IS A
 AQ1818'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1818'DEPARTMENT OF TRANSPORTATION.
 AQ1818
 AQ1818                          STATION RECOVERY (1990)
 AQ1818
 AQ1818'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1818'MARK NOT FOUND.
 AQ1818
 AQ1818                          STATION RECOVERY (1991)
 AQ1818
 AQ1818'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1817 ***********************************************************************
 AQ1817  DESIGNATION -  79 78 A 35 RM 1 FLDT
 AQ1817  PID         -  AQ1817
 AQ1817  STATE/COUNTY-  FL/VOLUSIA
 AQ1817  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1817
 AQ1817                         *CURRENT SURVEY CONTROL
 AQ1817  ___________________________________________________________________
 AQ1817* NAD 83(1986)-  29 07 07.     (N)    080 57 02.     (W)     SCALED    
 AQ1817* NAVD 88     -         4.732  (meters)      15.52   (feet)  ADJUSTED  
 AQ1817  ___________________________________________________________________
 AQ1817  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ1817  DYNAMIC HT  -           4.726 (meters)      15.51  (feet)  COMP
 AQ1817  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AQ1817
 AQ1817  VERT ORDER  -  SECOND    CLASS II
 AQ1817
 AQ1817.The horizontal coordinates were scaled from a topographic map and have
 AQ1817.an estimated accuracy of +/- 6 seconds.
 AQ1817
 AQ1817.The orthometric height was determined by differential leveling
 AQ1817.and adjusted by the National Geodetic Survey in June 1991..
 AQ1817
 AQ1817.The geoid height was determined by GEOID03.
 AQ1817
 AQ1817.The dynamic height is computed by dividing the NAVD 88
 AQ1817.geopotential number by the normal gravity value computed on the
 AQ1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1817.degrees latitude (g = 980.6199 gals.).
 AQ1817
 AQ1817.The modeled gravity was interpolated from observed gravity values.
 AQ1817
 AQ1817;                    North         East    Units  Estimated Accuracy
 AQ1817;SPC FL E     -   530,180.      204,810.      MT  (+/- 180 meters Scaled)
 AQ1817
 AQ1817                          SUPERSEDED SURVEY CONTROL
 AQ1817
 AQ1817  NGVD 29 (09/01/92)    5.102  (m)           16.74   (f) ADJUSTED    2 2
 AQ1817
 AQ1817.Superseded values are not recommended for survey control.
 AQ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1817.See file dsdata.txt to determine how the superseded data were derived.
 AQ1817
 AQ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN048211(NAD 83)
 AQ1817_MARKER: DD = SURVEY DISK
 AQ1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1817_SP_SET: CONCRETE POST
 AQ1817_STAMPING: 79 78 A35 RM NO 1
 AQ1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1817+STABILITY: SURFACE MOTION
 AQ1817
 AQ1817  HISTORY     - Date     Condition        Report By
 AQ1817  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1817  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1817  HISTORY     - 19910510 GOOD             USPSQD
 AQ1817
 AQ1817                          STATION DESCRIPTION
 AQ1817
 AQ1817'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1817'3.8 MI SE FROM PORT ORANGE.
 AQ1817'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1817'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1817'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTHATLANTIC AVENUE FOR
 AQ1817'2.5 MILES TO THE INTERSECTION OF OLD CARRIAGE ROAD AND THE MARK. THE
 AQ1817'MARK BEARS 38 FEET WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE,
 AQ1817'AND 85 FEET SOUTH OF THE CNETERLINE OF OLD CARRIAGE ROAD.
 AQ1817
 AQ1817                          STATION RECOVERY (1990)
 AQ1817
 AQ1817'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1817'MARK NOT FOUND.
 AQ1817
 AQ1817                          STATION RECOVERY (1991)
 AQ1817
 AQ1817'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1819 ***********************************************************************
 AQ1819  DESIGNATION -  79 78 A 35 RM 2 FLDT
 AQ1819  PID         -  AQ1819
 AQ1819  STATE/COUNTY-  FL/VOLUSIA
 AQ1819  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1819
 AQ1819                         *CURRENT SURVEY CONTROL
 AQ1819  ___________________________________________________________________
 AQ1819* NAD 83(1986)-  29 07 07.     (N)    080 57 02.     (W)     SCALED    
 AQ1819* NAVD 88     -         3.907  (meters)      12.82   (feet)  ADJUSTED  
 AQ1819  ___________________________________________________________________
 AQ1819  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ1819  DYNAMIC HT  -           3.902 (meters)      12.80  (feet)  COMP
 AQ1819  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AQ1819
 AQ1819  VERT ORDER  -  SECOND    CLASS II
 AQ1819
 AQ1819.The horizontal coordinates were scaled from a topographic map and have
 AQ1819.an estimated accuracy of +/- 6 seconds.
 AQ1819
 AQ1819.The orthometric height was determined by differential leveling
 AQ1819.and adjusted by the National Geodetic Survey in June 1991..
 AQ1819
 AQ1819.The geoid height was determined by GEOID03.
 AQ1819
 AQ1819.The dynamic height is computed by dividing the NAVD 88
 AQ1819.geopotential number by the normal gravity value computed on the
 AQ1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1819.degrees latitude (g = 980.6199 gals.).
 AQ1819
 AQ1819.The modeled gravity was interpolated from observed gravity values.
 AQ1819
 AQ1819;                    North         East    Units  Estimated Accuracy
 AQ1819;SPC FL E     -   530,180.      204,810.      MT  (+/- 180 meters Scaled)
 AQ1819
 AQ1819                          SUPERSEDED SURVEY CONTROL
 AQ1819
 AQ1819  NGVD 29 (09/01/92)    4.277  (m)           14.03   (f) ADJUSTED    2 2
 AQ1819
 AQ1819.Superseded values are not recommended for survey control.
 AQ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1819.See file dsdata.txt to determine how the superseded data were derived.
 AQ1819
 AQ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN048211(NAD 83)
 AQ1819_MARKER: DD = SURVEY DISK
 AQ1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1819_SP_SET: CONCRETE POST
 AQ1819_STAMPING: 79 78 A35 RM NO 2
 AQ1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1819+STABILITY: SURFACE MOTION
 AQ1819
 AQ1819  HISTORY     - Date     Condition        Report By
 AQ1819  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1819  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1819
 AQ1819                          STATION DESCRIPTION
 AQ1819
 AQ1819'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1819'3.8 MI SE FROM PORT ORANGE.
 AQ1819'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1819'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1819'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1819'2.5 MILES TO THE INTERSECTION OF OLD CARRIAGE ROAD AND THE MARK. THE
 AQ1819'MARK BEARS 35 FEET SOUTH OF THE CENTERLINE OF OLD CARRIAGE ROAD, 44
 AQ1819'FEET EAST OF A 10 INCH PALM TREE, AND 51 FEET WEST OF THE CENTERLINE
 AQ1819'OF SOUTH ATLANTIC AVENUE.
 AQ1819
 AQ1819                          STATION RECOVERY (1990)
 AQ1819
 AQ1819'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1820 ***********************************************************************
 AQ1820  DESIGNATION -  79 78 A 36 FLDNR
 AQ1820  PID         -  AQ1820
 AQ1820  STATE/COUNTY-  FL/VOLUSIA
 AQ1820  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1820
 AQ1820                         *CURRENT SURVEY CONTROL
 AQ1820  ___________________________________________________________________
 AQ1820* NAD 83(1986)-  29 07 28.     (N)    080 57 14.     (W)     SCALED    
 AQ1820* NAVD 88     -         4.859  (meters)      15.94   (feet)  ADJUSTED  
 AQ1820  ___________________________________________________________________
 AQ1820  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ1820  DYNAMIC HT  -           4.852 (meters)      15.92  (feet)  COMP
 AQ1820  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 AQ1820
 AQ1820  VERT ORDER  -  SECOND    CLASS II
 AQ1820
 AQ1820.The horizontal coordinates were scaled from a topographic map and have
 AQ1820.an estimated accuracy of +/- 6 seconds.
 AQ1820
 AQ1820.The orthometric height was determined by differential leveling
 AQ1820.and adjusted by the National Geodetic Survey in June 1991..
 AQ1820
 AQ1820.The geoid height was determined by GEOID03.
 AQ1820
 AQ1820.The dynamic height is computed by dividing the NAVD 88
 AQ1820.geopotential number by the normal gravity value computed on the
 AQ1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1820.degrees latitude (g = 980.6199 gals.).
 AQ1820
 AQ1820.The modeled gravity was interpolated from observed gravity values.
 AQ1820
 AQ1820;                    North         East    Units  Estimated Accuracy
 AQ1820;SPC FL E     -   530,820.      204,490.      MT  (+/- 180 meters Scaled)
 AQ1820
 AQ1820                          SUPERSEDED SURVEY CONTROL
 AQ1820
 AQ1820  NGVD 29 (09/01/92)    5.228  (m)           17.15   (f) ADJUSTED    2 2
 AQ1820
 AQ1820.Superseded values are not recommended for survey control.
 AQ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1820.See file dsdata.txt to determine how the superseded data were derived.
 AQ1820
 AQ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN044217(NAD 83)
 AQ1820_MARKER: DD = SURVEY DISK
 AQ1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1820_SP_SET: CONCRETE POST
 AQ1820_STAMPING: 79 78 A36
 AQ1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1820+STABILITY: SURFACE MOTION
 AQ1820
 AQ1820  HISTORY     - Date     Condition        Report By
 AQ1820  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1820  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1820
 AQ1820                          STATION DESCRIPTION
 AQ1820
 AQ1820'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1820'3.4 MI SE FROM PORT ORANGE.
 AQ1820'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1820'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1820'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1820'2.1 MILES TO THE INTERSECTION OF CURLEN STREET AND THE MARK. THE MARK
 AQ1820'BEARS 15.5 FEET WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE, 34.7
 AQ1820'FEET SOUTHWEST AND ACROSS ROAD FROM A FIRE HYDRANT, 40 FEET SOUTH OF
 AQ1820'THE CENTERLINE OF CURLEW STREET, AND 60 FEET SOUTH AND ACROSS ROAD
 AQ1820'FROM A POWERLINE POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1820'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1820
 AQ1820                          STATION RECOVERY (1990)
 AQ1820
 AQ1820'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1820'MARK NOT FOUND.
 AQ1820
 AQ1820                          STATION RECOVERY (1995)
 AQ1820
 AQ1820'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1821 ***********************************************************************
 AQ1821  DESIGNATION -  79 78 A 37 FLDNR
 AQ1821  PID         -  AQ1821
 AQ1821  STATE/COUNTY-  FL/VOLUSIA
 AQ1821  USGS QUAD   -  PORT ORANGE (1993)
 AQ1821
 AQ1821                         *CURRENT SURVEY CONTROL
 AQ1821  ___________________________________________________________________
 AQ1821* NAD 83(1986)-  29 07 50.     (N)    080 57 26.     (W)     SCALED    
 AQ1821* NAVD 88     -         5.540  (meters)      18.18   (feet)  ADJUSTED  
 AQ1821  ___________________________________________________________________
 AQ1821  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AQ1821  DYNAMIC HT  -           5.533 (meters)      18.15  (feet)  COMP
 AQ1821  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 AQ1821
 AQ1821  VERT ORDER  -  SECOND    CLASS II
 AQ1821
 AQ1821.The horizontal coordinates were scaled from a topographic map and have
 AQ1821.an estimated accuracy of +/- 6 seconds.
 AQ1821
 AQ1821.The orthometric height was determined by differential leveling
 AQ1821.and adjusted by the National Geodetic Survey in June 1991..
 AQ1821
 AQ1821.The geoid height was determined by GEOID03.
 AQ1821
 AQ1821.The dynamic height is computed by dividing the NAVD 88
 AQ1821.geopotential number by the normal gravity value computed on the
 AQ1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1821.degrees latitude (g = 980.6199 gals.).
 AQ1821
 AQ1821.The modeled gravity was interpolated from observed gravity values.
 AQ1821
 AQ1821;                    North         East    Units  Estimated Accuracy
 AQ1821;SPC FL E     -   531,500.      204,160.      MT  (+/- 180 meters Scaled)
 AQ1821
 AQ1821                          SUPERSEDED SURVEY CONTROL
 AQ1821
 AQ1821  NGVD 29 (09/01/92)    5.906  (m)           19.38   (f) ADJUSTED    2 2
 AQ1821
 AQ1821.Superseded values are not recommended for survey control.
 AQ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1821.See file dsdata.txt to determine how the superseded data were derived.
 AQ1821
 AQ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN041224(NAD 83)
 AQ1821_MARKER: DD = SURVEY DISK
 AQ1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1821_SP_SET: CONCRETE POST
 AQ1821_STAMPING: 79 78 A37
 AQ1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1821+STABILITY: SURFACE MOTION
 AQ1821
 AQ1821  HISTORY     - Date     Condition        Report By
 AQ1821  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1821  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1821
 AQ1821                          STATION DESCRIPTION
 AQ1821
 AQ1821'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1821'2.9 MI SE FROM PORT ORANGE.
 AQ1821'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1821'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1821'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1821'1.6 MILES TO THE MARK, WHICH IS JUST SOUTH OF A 2 STORY BLOCK HOUSE
 AQ1821'STREET NUMBER 4039. THE MARK BEARS 3.2 FEET WEST OF THE WEST EDGE OF
 AQ1821'SIDEWALK, 12 FEET SOUTHWEST OF A 15 INCH PALM TREE, 13.7 FEET EAST OF
 AQ1821'THE CENTERLINE OF SOUTH ATLANTIC AVENUE, 15.9 FEET SOUTH SOUTHEAST OF
 AQ1821'A POWERLINE POLE, AND 25 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE.
 AQ1821'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1821'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1821
 AQ1821                          STATION RECOVERY (1990)
 AQ1821
 AQ1821'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1822 ***********************************************************************
 AQ1822  DESIGNATION -  79 78 A 38 FLDNR
 AQ1822  PID         -  AQ1822
 AQ1822  STATE/COUNTY-  FL/VOLUSIA
 AQ1822  USGS QUAD   -  PORT ORANGE (1993)
 AQ1822
 AQ1822                         *CURRENT SURVEY CONTROL
 AQ1822  ___________________________________________________________________
 AQ1822* NAD 83(1986)-  29 07 59.     (N)    080 57 32.     (W)     SCALED    
 AQ1822* NAVD 88     -         4.972  (meters)      16.31   (feet)  ADJUSTED  
 AQ1822  ___________________________________________________________________
 AQ1822  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AQ1822  DYNAMIC HT  -           4.965 (meters)      16.29  (feet)  COMP
 AQ1822  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AQ1822
 AQ1822  VERT ORDER  -  SECOND    CLASS II
 AQ1822
 AQ1822.The horizontal coordinates were scaled from a topographic map and have
 AQ1822.an estimated accuracy of +/- 6 seconds.
 AQ1822
 AQ1822.The orthometric height was determined by differential leveling
 AQ1822.and adjusted by the National Geodetic Survey in June 1991..
 AQ1822
 AQ1822.The geoid height was determined by GEOID03.
 AQ1822
 AQ1822.The dynamic height is computed by dividing the NAVD 88
 AQ1822.geopotential number by the normal gravity value computed on the
 AQ1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1822.degrees latitude (g = 980.6199 gals.).
 AQ1822
 AQ1822.The modeled gravity was interpolated from observed gravity values.
 AQ1822
 AQ1822;                    North         East    Units  Estimated Accuracy
 AQ1822;SPC FL E     -   531,780.      204,000.      MT  (+/- 180 meters Scaled)
 AQ1822
 AQ1822                          SUPERSEDED SURVEY CONTROL
 AQ1822
 AQ1822  NGVD 29 (09/01/92)    5.337  (m)           17.51   (f) ADJUSTED    2 2
 AQ1822
 AQ1822.Superseded values are not recommended for survey control.
 AQ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1822.See file dsdata.txt to determine how the superseded data were derived.
 AQ1822
 AQ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN039227(NAD 83)
 AQ1822_MARKER: DD = SURVEY DISK
 AQ1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1822_SP_SET: CONCRETE POST
 AQ1822_STAMPING: 79 78 A38
 AQ1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1822+STABILITY: SURFACE MOTION
 AQ1822
 AQ1822  HISTORY     - Date     Condition        Report By
 AQ1822  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1822  HISTORY     - 1990     GOOD             USPSQD
 AQ1822  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1822
 AQ1822                          STATION DESCRIPTION
 AQ1822
 AQ1822'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1822'2.7 MI SE FROM PORT ORANGE.
 AQ1822'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1822'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1822'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1822'1.4 MILES TO THE INTERSECTION OF MALLARD STREET AND THE MARK. THE MARK
 AQ1822'BEARS 16.5 FEET SOUTH OF THE CENTERLINE OF MALLARD STREET, 35 FEET
 AQ1822'WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE, 56.3 FEET NORTH OF
 AQ1822'THE NORTH EDGE OF CONCRETE DRIVEWAY, AND 81 FEET NORTHEAST OF THE
 AQ1822'NORTHEAST CORNER OF A BLOCK HOUSE. MARK IS A FLORIDA DEPARTMENT OF
 AQ1822'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1822'TRANSPORTATION.
 AQ1822
 AQ1822                          STATION RECOVERY (1990)
 AQ1822
 AQ1822'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1822'RECOVERED IN GOOD CONDITION.
 AQ1822
 AQ1822                          STATION RECOVERY (1995)
 AQ1822
 AQ1822'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1823 ***********************************************************************
 AQ1823  DESIGNATION -  79 78 A 38 RM 1 FLDT
 AQ1823  PID         -  AQ1823
 AQ1823  STATE/COUNTY-  FL/VOLUSIA
 AQ1823  USGS QUAD   -  PORT ORANGE (1993)
 AQ1823
 AQ1823                         *CURRENT SURVEY CONTROL
 AQ1823  ___________________________________________________________________
 AQ1823* NAD 83(1986)-  29 07 59.     (N)    080 57 32.     (W)     SCALED    
 AQ1823* NAVD 88     -         5.199  (meters)      17.06   (feet)  ADJUSTED  
 AQ1823  ___________________________________________________________________
 AQ1823  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AQ1823  DYNAMIC HT  -           5.191 (meters)      17.03  (feet)  COMP
 AQ1823  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AQ1823
 AQ1823  VERT ORDER  -  SECOND    CLASS II
 AQ1823
 AQ1823.The horizontal coordinates were scaled from a topographic map and have
 AQ1823.an estimated accuracy of +/- 6 seconds.
 AQ1823
 AQ1823.The orthometric height was determined by differential leveling
 AQ1823.and adjusted by the National Geodetic Survey in June 1991..
 AQ1823
 AQ1823.The geoid height was determined by GEOID03.
 AQ1823
 AQ1823.The dynamic height is computed by dividing the NAVD 88
 AQ1823.geopotential number by the normal gravity value computed on the
 AQ1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1823.degrees latitude (g = 980.6199 gals.).
 AQ1823
 AQ1823.The modeled gravity was interpolated from observed gravity values.
 AQ1823
 AQ1823;                    North         East    Units  Estimated Accuracy
 AQ1823;SPC FL E     -   531,780.      204,000.      MT  (+/- 180 meters Scaled)
 AQ1823
 AQ1823                          SUPERSEDED SURVEY CONTROL
 AQ1823
 AQ1823  NGVD 29 (09/01/92)    5.563  (m)           18.25   (f) ADJUSTED    2 2
 AQ1823
 AQ1823.Superseded values are not recommended for survey control.
 AQ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1823.See file dsdata.txt to determine how the superseded data were derived.
 AQ1823
 AQ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN039227(NAD 83)
 AQ1823_MARKER: DD = SURVEY DISK
 AQ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1823_SP_SET: CONCRETE POST
 AQ1823_STAMPING: 79 78 A38 RM NO 1
 AQ1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1823+STABILITY: SURFACE MOTION
 AQ1823
 AQ1823  HISTORY     - Date     Condition        Report By
 AQ1823  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1823  HISTORY     - 1990     GOOD             USPSQD
 AQ1823  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1823
 AQ1823                          STATION DESCRIPTION
 AQ1823
 AQ1823'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1823'2.7 MI SE FROM PORT ORANGE.
 AQ1823'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1823'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1823'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1823'1.4 MILES TO THE INTERSECTION OF MALLARD STREET AND THE MARK. THE MARK
 AQ1823'BEARS 14.7 FEET SOUTH OF THE CENTERLINE OF MALLARD STREET, 60 FEET
 AQ1823'NORTH OF THE NORTH EDGE OF CONCRETE DRIVEWAY AND 60 FEET WEST OF THE
 AQ1823'CENTERLINE OF SOUTH ATLANTIC AVENUE.
 AQ1823
 AQ1823                          STATION RECOVERY (1990)
 AQ1823
 AQ1823'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1823'RECOVERED IN GOOD CONDITION.
 AQ1823
 AQ1823                          STATION RECOVERY (1995)
 AQ1823
 AQ1823'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1824 ***********************************************************************
 AQ1824  DESIGNATION -  79 78 A 38 RM 2 FLDT
 AQ1824  PID         -  AQ1824
 AQ1824  STATE/COUNTY-  FL/VOLUSIA
 AQ1824  USGS QUAD   -  PORT ORANGE (1993)
 AQ1824
 AQ1824                         *CURRENT SURVEY CONTROL
 AQ1824  ___________________________________________________________________
 AQ1824* NAD 83(1986)-  29 07 59.     (N)    080 57 32.     (W)     SCALED    
 AQ1824* NAVD 88     -         5.224  (meters)      17.14   (feet)  ADJUSTED  
 AQ1824  ___________________________________________________________________
 AQ1824  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AQ1824  DYNAMIC HT  -           5.217 (meters)      17.12  (feet)  COMP
 AQ1824  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AQ1824
 AQ1824  VERT ORDER  -  SECOND    CLASS II
 AQ1824
 AQ1824.The horizontal coordinates were scaled from a topographic map and have
 AQ1824.an estimated accuracy of +/- 6 seconds.
 AQ1824
 AQ1824.The orthometric height was determined by differential leveling
 AQ1824.and adjusted by the National Geodetic Survey in June 1991..
 AQ1824
 AQ1824.The geoid height was determined by GEOID03.
 AQ1824
 AQ1824.The dynamic height is computed by dividing the NAVD 88
 AQ1824.geopotential number by the normal gravity value computed on the
 AQ1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1824.degrees latitude (g = 980.6199 gals.).
 AQ1824
 AQ1824.The modeled gravity was interpolated from observed gravity values.
 AQ1824
 AQ1824;                    North         East    Units  Estimated Accuracy
 AQ1824;SPC FL E     -   531,780.      204,000.      MT  (+/- 180 meters Scaled)
 AQ1824
 AQ1824                          SUPERSEDED SURVEY CONTROL
 AQ1824
 AQ1824  NGVD 29 (09/01/92)    5.588  (m)           18.33   (f) ADJUSTED    2 2
 AQ1824
 AQ1824.Superseded values are not recommended for survey control.
 AQ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1824.See file dsdata.txt to determine how the superseded data were derived.
 AQ1824
 AQ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN039227(NAD 83)
 AQ1824_MARKER: DD = SURVEY DISK
 AQ1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1824_SP_SET: CONCRETE POST
 AQ1824_STAMPING: 79 78 A38 RM NO 2
 AQ1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1824+STABILITY: SURFACE MOTION
 AQ1824
 AQ1824  HISTORY     - Date     Condition        Report By
 AQ1824  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1824  HISTORY     - 1990     GOOD             USPSQD
 AQ1824  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1824
 AQ1824                          STATION DESCRIPTION
 AQ1824
 AQ1824'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1824'2.7 MI SE FROM PORT ORANGE.
 AQ1824'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1824'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1824'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1824'1.4 MILES TO THE INTERSECTION OF MALLARD STREET AND THE MARK. THE MARK
 AQ1824'BEARS 19.3 FEET NORTH OF THE CENTERLINE OF MALLARD STREET, 26.3 FEET
 AQ1824'SOUTHWEST OF CONCRETE POST FOR MAILBOX, AND 40 FEET WEST OF THE CENTER
 AQ1824'LINE OF SOUTH ATLANTIC AVENUE.
 AQ1824
 AQ1824                          STATION RECOVERY (1990)
 AQ1824
 AQ1824'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1824'RECOVERED IN GOOD CONDITION.
 AQ1824
 AQ1824                          STATION RECOVERY (1995)
 AQ1824
 AQ1824'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1825 ***********************************************************************
 AQ1825  DESIGNATION -  79 78 A 39 FLDNR
 AQ1825  PID         -  AQ1825
 AQ1825  STATE/COUNTY-  FL/VOLUSIA
 AQ1825  USGS QUAD   -  PORT ORANGE (1993)
 AQ1825
 AQ1825                         *CURRENT SURVEY CONTROL
 AQ1825  ___________________________________________________________________
 AQ1825* NAD 83(1986)-  29 08 08.     (N)    080 57 36.     (W)     SCALED    
 AQ1825* NAVD 88     -         5.012  (meters)      16.44   (feet)  ADJUSTED  
 AQ1825  ___________________________________________________________________
 AQ1825  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ1825  DYNAMIC HT  -           5.005 (meters)      16.42  (feet)  COMP
 AQ1825  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AQ1825
 AQ1825  VERT ORDER  -  SECOND    CLASS II
 AQ1825
 AQ1825.The horizontal coordinates were scaled from a topographic map and have
 AQ1825.an estimated accuracy of +/- 6 seconds.
 AQ1825
 AQ1825.The orthometric height was determined by differential leveling
 AQ1825.and adjusted by the National Geodetic Survey in June 1991..
 AQ1825
 AQ1825.The geoid height was determined by GEOID03.
 AQ1825
 AQ1825.The dynamic height is computed by dividing the NAVD 88
 AQ1825.geopotential number by the normal gravity value computed on the
 AQ1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1825.degrees latitude (g = 980.6199 gals.).
 AQ1825
 AQ1825.The modeled gravity was interpolated from observed gravity values.
 AQ1825
 AQ1825;                    North         East    Units  Estimated Accuracy
 AQ1825;SPC FL E     -   532,050.      203,890.      MT  (+/- 180 meters Scaled)
 AQ1825
 AQ1825                          SUPERSEDED SURVEY CONTROL
 AQ1825
 AQ1825  NGVD 29 (09/01/92)    5.375  (m)           17.63   (f) ADJUSTED    2 2
 AQ1825
 AQ1825.Superseded values are not recommended for survey control.
 AQ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1825.See file dsdata.txt to determine how the superseded data were derived.
 AQ1825
 AQ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN038230(NAD 83)
 AQ1825_MARKER: DD = SURVEY DISK
 AQ1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1825_SP_SET: CONCRETE POST
 AQ1825_STAMPING: 79 78 A39
 AQ1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1825+STABILITY: SURFACE MOTION
 AQ1825
 AQ1825  HISTORY     - Date     Condition        Report By
 AQ1825  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1825  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1825
 AQ1825                          STATION DESCRIPTION
 AQ1825
 AQ1825'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1825'2.5 MI SE FROM PORT ORANGE.
 AQ1825'BEGIN AT THE INTERSECTION OD STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1825'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1825'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1825'1.2 MILES TO THE MARK. THE MARK BEARS 2.8 FEET SOUTH OF POST FOR A
 AQ1825'MAILBOX, 17.6 FEET WEST SOUTHWEST OF POWERLINE POLE, 19.3 FEET EAST OF
 AQ1825'THE CENTERLINE OF SOUTH ATLANTIC AVENUE, AND 70.6 FEET SOUTH OF THE
 AQ1825'SOUTH EDGE OF A CONCRETE DRIVEWAY. MARK IS A FLORIDA DEPARTMENT OF
 AQ1825'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1825'TRANSPORTATION.
 AQ1825
 AQ1825                          STATION RECOVERY (1990)
 AQ1825
 AQ1825'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1826 ***********************************************************************
 AQ1826  DESIGNATION -  79 78 A 40 FLDNR
 AQ1826  PID         -  AQ1826
 AQ1826  STATE/COUNTY-  FL/VOLUSIA
 AQ1826  USGS QUAD   -  PORT ORANGE (1993)
 AQ1826
 AQ1826                         *CURRENT SURVEY CONTROL
 AQ1826  ___________________________________________________________________
 AQ1826* NAD 83(1986)-  29 08 15.     (N)    080 57 42.     (W)     SCALED    
 AQ1826* NAVD 88     -         5.490  (meters)      18.01   (feet)  ADJUSTED  
 AQ1826  ___________________________________________________________________
 AQ1826  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ1826  DYNAMIC HT  -           5.482 (meters)      17.99  (feet)  COMP
 AQ1826  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 AQ1826
 AQ1826  VERT ORDER  -  SECOND    CLASS II
 AQ1826
 AQ1826.The horizontal coordinates were scaled from a topographic map and have
 AQ1826.an estimated accuracy of +/- 6 seconds.
 AQ1826
 AQ1826.The orthometric height was determined by differential leveling
 AQ1826.and adjusted by the National Geodetic Survey in June 1991..
 AQ1826
 AQ1826.The geoid height was determined by GEOID03.
 AQ1826
 AQ1826.The dynamic height is computed by dividing the NAVD 88
 AQ1826.geopotential number by the normal gravity value computed on the
 AQ1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1826.degrees latitude (g = 980.6199 gals.).
 AQ1826
 AQ1826.The modeled gravity was interpolated from observed gravity values.
 AQ1826
 AQ1826;                    North         East    Units  Estimated Accuracy
 AQ1826;SPC FL E     -   532,270.      203,730.      MT  (+/- 180 meters Scaled)
 AQ1826
 AQ1826                          SUPERSEDED SURVEY CONTROL
 AQ1826
 AQ1826  NGVD 29 (09/01/92)    5.854  (m)           19.21   (f) ADJUSTED    2 2
 AQ1826
 AQ1826.Superseded values are not recommended for survey control.
 AQ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1826.See file dsdata.txt to determine how the superseded data were derived.
 AQ1826
 AQ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN037232(NAD 83)
 AQ1826_MARKER: DD = SURVEY DISK
 AQ1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1826_SP_SET: CONCRETE POST
 AQ1826_STAMPING: 79 78 A40
 AQ1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1826+STABILITY: SURFACE MOTION
 AQ1826
 AQ1826  HISTORY     - Date     Condition        Report By
 AQ1826  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1826  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1826  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1826
 AQ1826                          STATION DESCRIPTION
 AQ1826
 AQ1826'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1826'2.4 MI SE FROM PORT ORANGE.
 AQ1826'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1826'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1826'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1826'1.1 MILES TO THE MARK. THE MARK BEARS 6.8 FEET EAST OF A FIRE HYDRANT,
 AQ1826'11.6 FEET NORTHWEST OF POWERLINE POLE, 17.3 FEET WEST OF THE CENTER
 AQ1826'LINE OF SOUTH ATLANTIC AVENUE, 26.6 FEET NORTHWEST OF THE CENTER OF
 AQ1826'DIRT DRIVEWAY, AND 43.7 FEET WEST AND ACROSS ROAD FROM A POWERLINE
 AQ1826'POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1826'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1826
 AQ1826                          STATION RECOVERY (1990)
 AQ1826
 AQ1826'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1826'MARK NOT FOUND.
 AQ1826
 AQ1826                          STATION RECOVERY (1995)
 AQ1826
 AQ1826'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1828 ***********************************************************************
 AQ1828  DESIGNATION -  79 78 A 41 FLDNR
 AQ1828  PID         -  AQ1828
 AQ1828  STATE/COUNTY-  FL/VOLUSIA
 AQ1828  USGS QUAD   -  PORT ORANGE (1993)
 AQ1828
 AQ1828                         *CURRENT SURVEY CONTROL
 AQ1828  ___________________________________________________________________
 AQ1828* NAD 83(1986)-  29 08 40.     (N)    080 57 56.     (W)     SCALED    
 AQ1828* NAVD 88     -         6.118  (meters)      20.07   (feet)  ADJUSTED  
 AQ1828  ___________________________________________________________________
 AQ1828  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ1828  DYNAMIC HT  -           6.109 (meters)      20.04  (feet)  COMP
 AQ1828  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AQ1828
 AQ1828  VERT ORDER  -  SECOND    CLASS II
 AQ1828
 AQ1828.The horizontal coordinates were scaled from a topographic map and have
 AQ1828.an estimated accuracy of +/- 6 seconds.
 AQ1828
 AQ1828.The orthometric height was determined by differential leveling
 AQ1828.and adjusted by the National Geodetic Survey in June 1991..
 AQ1828
 AQ1828.The geoid height was determined by GEOID03.
 AQ1828
 AQ1828.The dynamic height is computed by dividing the NAVD 88
 AQ1828.geopotential number by the normal gravity value computed on the
 AQ1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1828.degrees latitude (g = 980.6199 gals.).
 AQ1828
 AQ1828.The modeled gravity was interpolated from observed gravity values.
 AQ1828
 AQ1828;                    North         East    Units  Estimated Accuracy
 AQ1828;SPC FL E     -   533,040.      203,350.      MT  (+/- 180 meters Scaled)
 AQ1828
 AQ1828                          SUPERSEDED SURVEY CONTROL
 AQ1828
 AQ1828  NGVD 29 (09/01/92)    6.486  (m)           21.28   (f) ADJUSTED    2 2
 AQ1828
 AQ1828.Superseded values are not recommended for survey control.
 AQ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1828.See file dsdata.txt to determine how the superseded data were derived.
 AQ1828
 AQ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033239(NAD 83)
 AQ1828_MARKER: DD = SURVEY DISK
 AQ1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1828_SP_SET: CONCRETE POST
 AQ1828_STAMPING: 79 78 A41
 AQ1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1828+STABILITY: SURFACE MOTION
 AQ1828
 AQ1828  HISTORY     - Date     Condition        Report By
 AQ1828  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1828  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 AQ1828
 AQ1828                          STATION DESCRIPTION
 AQ1828
 AQ1828'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1828'1.8 MI EAST FROM PORT ORANGE.
 AQ1828'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1828'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1828'SOUTH ATLANTIC AVENUE , THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1828'0.5 MILE TO THE MARK. THE MARK BEARS 14.8 FEET SOUTHWEST OF A UTILITY
 AQ1828'POLE, 17.5 FEET WEST SOUTHWEST OF CENTER OF A WATERLINE COVER, 21.2
 AQ1828'FEET SOUTH OF THE NORTHWEST CORNER OF A MOTEL GARAGE. MARK IS A
 AQ1828'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1828'DEPARTMENT OF TRANSPORTATION.
 AQ1828
 AQ1828                          STATION RECOVERY (1990)
 AQ1828
 AQ1828'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1829 ***********************************************************************
 AQ1829  DESIGNATION -  79 78 A 41 RM 1 FLDT
 AQ1829  PID         -  AQ1829
 AQ1829  STATE/COUNTY-  FL/VOLUSIA
 AQ1829  USGS QUAD   -  PORT ORANGE (1993)
 AQ1829
 AQ1829                         *CURRENT SURVEY CONTROL
 AQ1829  ___________________________________________________________________
 AQ1829* NAD 83(1986)-  29 08 40.     (N)    080 57 56.     (W)     SCALED    
 AQ1829* NAVD 88     -         6.145  (meters)      20.16   (feet)  ADJUSTED  
 AQ1829  ___________________________________________________________________
 AQ1829  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ1829  DYNAMIC HT  -           6.137 (meters)      20.13  (feet)  COMP
 AQ1829  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AQ1829
 AQ1829  VERT ORDER  -  SECOND    CLASS II
 AQ1829
 AQ1829.The horizontal coordinates were scaled from a topographic map and have
 AQ1829.an estimated accuracy of +/- 6 seconds.
 AQ1829
 AQ1829.The orthometric height was determined by differential leveling
 AQ1829.and adjusted by the National Geodetic Survey in June 1991..
 AQ1829
 AQ1829.The geoid height was determined by GEOID03.
 AQ1829
 AQ1829.The dynamic height is computed by dividing the NAVD 88
 AQ1829.geopotential number by the normal gravity value computed on the
 AQ1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1829.degrees latitude (g = 980.6199 gals.).
 AQ1829
 AQ1829.The modeled gravity was interpolated from observed gravity values.
 AQ1829
 AQ1829;                    North         East    Units  Estimated Accuracy
 AQ1829;SPC FL E     -   533,040.      203,350.      MT  (+/- 180 meters Scaled)
 AQ1829
 AQ1829                          SUPERSEDED SURVEY CONTROL
 AQ1829
 AQ1829  NGVD 29 (09/01/92)    6.513  (m)           21.37   (f) ADJUSTED    2 2
 AQ1829
 AQ1829.Superseded values are not recommended for survey control.
 AQ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1829.See file dsdata.txt to determine how the superseded data were derived.
 AQ1829
 AQ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033239(NAD 83)
 AQ1829_MARKER: DD = SURVEY DISK
 AQ1829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1829_SP_SET: ASPHALT CURB
 AQ1829_STAMPING: 79 78 A41 RM NO 1
 AQ1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1829
 AQ1829  HISTORY     - Date     Condition        Report By
 AQ1829  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1829  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1829
 AQ1829                          STATION DESCRIPTION
 AQ1829
 AQ1829'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1829'1.8 MI EAST FROM PORT ORANGE.
 AQ1829'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1829'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1829'ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR 0.5
 AQ1829'MILE TO THE MARK, WHICH BEARS 13.2 FEET WEST OF THE NORTHWEST CORNER
 AQ1829'OF MOTEL GARAGE, 23 FEET SOUTHEAST OF CENTER OF MOTEL DRIVEWAY, AND 31
 AQ1829'FEET NORTHEAST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE.
 AQ1829
 AQ1829                          STATION RECOVERY (1990)
 AQ1829
 AQ1829'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1827 ***********************************************************************
 AQ1827  DESIGNATION -  79 78 A 41 RM 2 FLDT
 AQ1827  PID         -  AQ1827
 AQ1827  STATE/COUNTY-  FL/VOLUSIA
 AQ1827  USGS QUAD   -  PORT ORANGE (1993)
 AQ1827
 AQ1827                         *CURRENT SURVEY CONTROL
 AQ1827  ___________________________________________________________________
 AQ1827* NAD 83(1986)-  29 08 40.     (N)    080 57 56.     (W)     SCALED    
 AQ1827* NAVD 88     -         6.276  (meters)      20.59   (feet)  ADJUSTED  
 AQ1827  ___________________________________________________________________
 AQ1827  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ1827  DYNAMIC HT  -           6.267 (meters)      20.56  (feet)  COMP
 AQ1827  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AQ1827
 AQ1827  VERT ORDER  -  SECOND    CLASS II
 AQ1827
 AQ1827.The horizontal coordinates were scaled from a topographic map and have
 AQ1827.an estimated accuracy of +/- 6 seconds.
 AQ1827
 AQ1827.The orthometric height was determined by differential leveling
 AQ1827.and adjusted by the National Geodetic Survey in June 1991..
 AQ1827
 AQ1827.The geoid height was determined by GEOID03.
 AQ1827
 AQ1827.The dynamic height is computed by dividing the NAVD 88
 AQ1827.geopotential number by the normal gravity value computed on the
 AQ1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1827.degrees latitude (g = 980.6199 gals.).
 AQ1827
 AQ1827.The modeled gravity was interpolated from observed gravity values.
 AQ1827
 AQ1827;                    North         East    Units  Estimated Accuracy
 AQ1827;SPC FL E     -   533,040.      203,350.      MT  (+/- 180 meters Scaled)
 AQ1827
 AQ1827                          SUPERSEDED SURVEY CONTROL
 AQ1827
 AQ1827  NGVD 29 (09/01/92)    6.643  (m)           21.79   (f) ADJUSTED    2 2
 AQ1827
 AQ1827.Superseded values are not recommended for survey control.
 AQ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1827.See file dsdata.txt to determine how the superseded data were derived.
 AQ1827
 AQ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033239(NAD 83)
 AQ1827_MARKER: DD = SURVEY DISK
 AQ1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1827_SP_SET: ASPHALT
 AQ1827_STAMPING: 79 78 A41 RM NO 2
 AQ1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1827
 AQ1827  HISTORY     - Date     Condition        Report By
 AQ1827  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1827  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1827
 AQ1827                          STATION DESCRIPTION
 AQ1827
 AQ1827'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1827'1.8 MI EAST FROM PORT ORANGE.
 AQ1827'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1827'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1827'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1827'0.5 MILE TO THE MARK. THE MARK BEARS 20 FEET NORTHWEST OF THE CENTER
 AQ1827'LINE OF MOTEL DRIVEWAY, 22.2 FEET SOUTHEAST OF CENTERLINE OF A WATER
 AQ1827'LINE COVER, AND 34.4 FEET NORTHEAST OF THE CENTERLINE OF SOUTH
 AQ1827'ATLANTIC AVENUE.
 AQ1827
 AQ1827                          STATION RECOVERY (1990)
 AQ1827
 AQ1827'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1830 ***********************************************************************
 AQ1830  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1830  DESIGNATION -  79 78 A 42
 AQ1830  PID         -  AQ1830
 AQ1830  STATE/COUNTY-  FL/VOLUSIA
 AQ1830  USGS QUAD   -  PORT ORANGE (1993)
 AQ1830
 AQ1830                         *CURRENT SURVEY CONTROL
 AQ1830  ___________________________________________________________________
 AQ1830* NAD 83(1986)-  29 09 02.     (N)    080 58 08.     (W)     SCALED    
 AQ1830* NAVD 88     -         5.064  (meters)      16.61   (feet)  ADJUSTED  
 AQ1830  ___________________________________________________________________
 AQ1830  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1830  DYNAMIC HT  -           5.057 (meters)      16.59  (feet)  COMP
 AQ1830  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 AQ1830
 AQ1830  VERT ORDER  -  FIRST     CLASS II
 AQ1830
 AQ1830.The horizontal coordinates were scaled from a topographic map and have
 AQ1830.an estimated accuracy of +/- 6 seconds.
 AQ1830
 AQ1830.The orthometric height was determined by differential leveling
 AQ1830.and adjusted by the National Geodetic Survey in June 1991..
 AQ1830
 AQ1830.This Tidal Bench Mark is designated as VM 5283
 AQ1830.by the Center for Operational Oceanographic Products and Services.
 AQ1830
 AQ1830.The geoid height was determined by GEOID03.
 AQ1830
 AQ1830.The dynamic height is computed by dividing the NAVD 88
 AQ1830.geopotential number by the normal gravity value computed on the
 AQ1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1830.degrees latitude (g = 980.6199 gals.).
 AQ1830
 AQ1830.The modeled gravity was interpolated from observed gravity values.
 AQ1830
 AQ1830;                    North         East    Units  Estimated Accuracy
 AQ1830;SPC FL E     -   533,720.      203,030.      MT  (+/- 180 meters Scaled)
 AQ1830
 AQ1830                          SUPERSEDED SURVEY CONTROL
 AQ1830
 AQ1830  NGVD 29 (09/01/92)    5.428  (m)           17.81   (f) ADJUSTED    1 2
 AQ1830
 AQ1830.Superseded values are not recommended for survey control.
 AQ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1830.See file dsdata.txt to determine how the superseded data were derived.
 AQ1830
 AQ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN030246(NAD 83)
 AQ1830_MARKER: DD = SURVEY DISK
 AQ1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1830_SP_SET: CONCRETE POST
 AQ1830_STAMPING: 79 78 A 42
 AQ1830_MARK LOGO: FLDNR 
 AQ1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1830+STABILITY: SURFACE MOTION
 AQ1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1830+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 AQ1830
 AQ1830  HISTORY     - Date     Condition        Report By
 AQ1830  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1830  HISTORY     - 1990     GOOD             USPSQD
 AQ1830  HISTORY     - 19910314 GOOD             NGS
 AQ1830
 AQ1830                          STATION DESCRIPTION
 AQ1830
 AQ1830'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1830'1.3 MI EAST FROM VOLUSIA.
 AQ1830'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1830'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1830'ATLANTIC AVENUE, THENCE SOUTH EAST ON SOUTH ATLANTIC AVENUE FOR 250
 AQ1830'FEET TO THE MARK. THE MARK BEARS 4.2 FEET NORTH OF A SIGN POST, 6.0
 AQ1830'FEET WEST OF THE SOUTH END OF A CURB, 37.7 FEET SOUTHWEST OF THE
 AQ1830'CENTERLINE OF SOUTH ATLANTIC AVENUE, AND 64 FEET EAST NORTHEAST OF
 AQ1830'NORTHEAST CORNER OF JIFFY FOOD MART BUILDING. MARK IS A FLORIDA
 AQ1830'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1830'OF TRANSPORTATION.
 AQ1830
 AQ1830                          STATION RECOVERY (1990)
 AQ1830
 AQ1830'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1830'RECOVERED IN GOOD CONDITION.
 AQ1830
 AQ1830                          STATION RECOVERY (1991)
 AQ1830
 AQ1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1830'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF DUNLAWTON BOULEVARD
 AQ1830'AND SOUTH ATLANTIC AVENUE, 49.8 M (163.4 FT) SOUTHEAST OF THE
 AQ1830'SOUTHEAST CURB OF THE BOULEVARD, 17.7 M (58.1 FT) SOUTH-SOUTHEAST OF
 AQ1830'THE SOUTHEAST CORNER OF MIKES GIFTS AND BEACHWEAR, 6.8 M (22.3 FT)
 AQ1830'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AQ1830'THE AVENUE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE
 AQ1830'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1832 ***********************************************************************
 AQ1832  DESIGNATION -  79 78 A 43 FLDNR
 AQ1832  PID         -  AQ1832
 AQ1832  STATE/COUNTY-  FL/VOLUSIA
 AQ1832  USGS QUAD   -  PORT ORANGE (1993)
 AQ1832
 AQ1832                         *CURRENT SURVEY CONTROL
 AQ1832  ___________________________________________________________________
 AQ1832* NAD 83(1986)-  29 09 20.     (N)    080 58 16.     (W)     SCALED    
 AQ1832* NAVD 88     -         6.384  (meters)      20.94   (feet)  ADJUSTED  
 AQ1832  ___________________________________________________________________
 AQ1832  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AQ1832  DYNAMIC HT  -           6.376 (meters)      20.92  (feet)  COMP
 AQ1832  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 AQ1832
 AQ1832  VERT ORDER  -  SECOND    CLASS II
 AQ1832
 AQ1832.The horizontal coordinates were scaled from a topographic map and have
 AQ1832.an estimated accuracy of +/- 6 seconds.
 AQ1832
 AQ1832.The orthometric height was determined by differential leveling
 AQ1832.and adjusted by the National Geodetic Survey in June 1991..
 AQ1832
 AQ1832.The geoid height was determined by GEOID03.
 AQ1832
 AQ1832.The dynamic height is computed by dividing the NAVD 88
 AQ1832.geopotential number by the normal gravity value computed on the
 AQ1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1832.degrees latitude (g = 980.6199 gals.).
 AQ1832
 AQ1832.The modeled gravity was interpolated from observed gravity values.
 AQ1832
 AQ1832;                    North         East    Units  Estimated Accuracy
 AQ1832;SPC FL E     -   534,270.      202,810.      MT  (+/- 180 meters Scaled)
 AQ1832
 AQ1832                          SUPERSEDED SURVEY CONTROL
 AQ1832
 AQ1832  NGVD 29 (09/01/92)    6.750  (m)           22.15   (f) ADJUSTED    2 2
 AQ1832
 AQ1832.Superseded values are not recommended for survey control.
 AQ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1832.See file dsdata.txt to determine how the superseded data were derived.
 AQ1832
 AQ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN028252(NAD 83)
 AQ1832_MARKER: DD = SURVEY DISK
 AQ1832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1832_SP_SET: SIDEWALK
 AQ1832_STAMPING: 79 78 A43
 AQ1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1832
 AQ1832  HISTORY     - Date     Condition        Report By
 AQ1832  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1832  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1832  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1832
 AQ1832                          STATION DESCRIPTION
 AQ1832
 AQ1832'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1832'1.6 MI NE FROM PORT ORANGE.
 AQ1832'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1832'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1832'SOUTH ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR
 AQ1832'0.3 MILE TO THE MARK. THE MARK BEARS 1.2 FEET NORTHEAST OF WEST EDGE
 AQ1832'OF CURB, 3.8 FEET NORTHWEST OF A POWERLINE POLE, 7.3 FEET WEST OF THE
 AQ1832'SOUTHEAST CORNER OF DOLPHIN SHORES MOTEL, AND 28.2 FEET SOUTH SOUTH
 AQ1832'WEST OF NORTHWEST CORNER OF DOLPHIN SHORES MOTEL. MARK IS A FLORIDA
 AQ1832'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1832'OF TRANSPORTATION.
 AQ1832
 AQ1832                          STATION RECOVERY (1990)
 AQ1832
 AQ1832'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1832'MARK NOT FOUND.
 AQ1832
 AQ1832                          STATION RECOVERY (1995)
 AQ1832
 AQ1832'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1834 ***********************************************************************
 AQ1834  DESIGNATION -  79 78 A 44 FLDNR
 AQ1834  PID         -  AQ1834
 AQ1834  STATE/COUNTY-  FL/VOLUSIA
 AQ1834  USGS QUAD   -  PORT ORANGE (1993)
 AQ1834
 AQ1834                         *CURRENT SURVEY CONTROL
 AQ1834  ___________________________________________________________________
 AQ1834* NAD 83(1986)-  29 09 28.     (N)    080 58 23.     (W)     SCALED    
 AQ1834* NAVD 88     -         4.365  (meters)      14.32   (feet)  ADJUSTED  
 AQ1834  ___________________________________________________________________
 AQ1834  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AQ1834  DYNAMIC HT  -           4.359 (meters)      14.30  (feet)  COMP
 AQ1834  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AQ1834
 AQ1834  VERT ORDER  -  SECOND    CLASS II
 AQ1834
 AQ1834.The horizontal coordinates were scaled from a topographic map and have
 AQ1834.an estimated accuracy of +/- 6 seconds.
 AQ1834
 AQ1834.The orthometric height was determined by differential leveling
 AQ1834.and adjusted by the National Geodetic Survey in June 1991..
 AQ1834
 AQ1834.The geoid height was determined by GEOID03.
 AQ1834
 AQ1834.The dynamic height is computed by dividing the NAVD 88
 AQ1834.geopotential number by the normal gravity value computed on the
 AQ1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1834.degrees latitude (g = 980.6199 gals.).
 AQ1834
 AQ1834.The modeled gravity was interpolated from observed gravity values.
 AQ1834
 AQ1834;                    North         East    Units  Estimated Accuracy
 AQ1834;SPC FL E     -   534,520.      202,620.      MT  (+/- 180 meters Scaled)
 AQ1834
 AQ1834                          SUPERSEDED SURVEY CONTROL
 AQ1834
 AQ1834  NGVD 29 (09/01/92)    4.732  (m)           15.52   (f) ADJUSTED    2 2
 AQ1834
 AQ1834.Superseded values are not recommended for survey control.
 AQ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1834.See file dsdata.txt to determine how the superseded data were derived.
 AQ1834
 AQ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN026254(NAD 83)
 AQ1834_MARKER: DD = SURVEY DISK
 AQ1834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1834_SP_SET: SIDEWALK
 AQ1834_STAMPING: 79 78 A44
 AQ1834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1834+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 AQ1834
 AQ1834  HISTORY     - Date     Condition        Report By
 AQ1834  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1834  HISTORY     - 1990     GOOD             USPSQD
 AQ1834  HISTORY     - 19950801 GOOD             USPSQD
 AQ1834  HISTORY     - 20030123 GOOD             USPSQD
 AQ1834  HISTORY     - 20050529 GOOD             USPSQD
 AQ1834
 AQ1834                          STATION DESCRIPTION
 AQ1834
 AQ1834'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1834'1.8 MI NE FROM PORT ORANGE.
 AQ1834'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1834'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1834'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 0.5
 AQ1834'MILE TO THE JUNCTION OF GLEN MYRA AVENUE AND THE MARK. THE MARK BEARS
 AQ1834'3.7 FEET SOUTH OF THE CENTER OF FROP INLET COVER, 37.7 FEET NORTHWEST
 AQ1834'OF THE CENTERLINE OF GLEN MYRA AVENUE, AND 37.8 FEET SOUTHWEST OF THE
 AQ1834'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1834'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1834
 AQ1834                          STATION RECOVERY (1990)
 AQ1834
 AQ1834'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1834'RECOVERED IN GOOD CONDITION.
 AQ1834
 AQ1834                          STATION RECOVERY (1995)
 AQ1834
 AQ1834'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1834'RECOVERED IN GOOD CONDITION.
 AQ1834
 AQ1834                          STATION RECOVERY (2003)
 AQ1834
 AQ1834'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJB)
 AQ1834'RECOVERED IN GOOD CONDITION.
 AQ1834
 AQ1834                          STATION RECOVERY (2005)
 AQ1834
 AQ1834'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1833 ***********************************************************************
 AQ1833  DESIGNATION -  79 78 A 44 RM 1 FLDT
 AQ1833  PID         -  AQ1833
 AQ1833  STATE/COUNTY-  FL/VOLUSIA
 AQ1833  USGS QUAD   -  PORT ORANGE (1993)
 AQ1833
 AQ1833                         *CURRENT SURVEY CONTROL
 AQ1833  ___________________________________________________________________
 AQ1833* NAD 83(1986)-  29 09 28.     (N)    080 58 23.     (W)     SCALED    
 AQ1833* NAVD 88     -         4.327  (meters)      14.20   (feet)  ADJUSTED  
 AQ1833  ___________________________________________________________________
 AQ1833  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AQ1833  DYNAMIC HT  -           4.321 (meters)      14.18  (feet)  COMP
 AQ1833  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AQ1833
 AQ1833  VERT ORDER  -  SECOND    CLASS II
 AQ1833
 AQ1833.The horizontal coordinates were scaled from a topographic map and have
 AQ1833.an estimated accuracy of +/- 6 seconds.
 AQ1833
 AQ1833.The orthometric height was determined by differential leveling
 AQ1833.and adjusted by the National Geodetic Survey in June 1991..
 AQ1833
 AQ1833.The geoid height was determined by GEOID03.
 AQ1833
 AQ1833.The dynamic height is computed by dividing the NAVD 88
 AQ1833.geopotential number by the normal gravity value computed on the
 AQ1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1833.degrees latitude (g = 980.6199 gals.).
 AQ1833
 AQ1833.The modeled gravity was interpolated from observed gravity values.
 AQ1833
 AQ1833;                    North         East    Units  Estimated Accuracy
 AQ1833;SPC FL E     -   534,520.      202,620.      MT  (+/- 180 meters Scaled)
 AQ1833
 AQ1833                          SUPERSEDED SURVEY CONTROL
 AQ1833
 AQ1833  NGVD 29 (09/01/92)    4.694  (m)           15.40   (f) ADJUSTED    2 2
 AQ1833
 AQ1833.Superseded values are not recommended for survey control.
 AQ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1833.See file dsdata.txt to determine how the superseded data were derived.
 AQ1833
 AQ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN026254(NAD 83)
 AQ1833_MARKER: DD = SURVEY DISK
 AQ1833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1833_SP_SET: CONCRETE CURB
 AQ1833_STAMPING: 79 78 A44 RM NO 1
 AQ1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1833
 AQ1833  HISTORY     - Date     Condition        Report By
 AQ1833  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1833  HISTORY     - 1990     GOOD             USPSQD
 AQ1833  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1833
 AQ1833                          STATION DESCRIPTION
 AQ1833
 AQ1833'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1833'1.8 MI NE FROM PORT ORANGE.
 AQ1833'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1833'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1833'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 0.5
 AQ1833'MILE TO THE JUNCTION OF GLENN MYRA AVENUE AND THE MARK. THE MARK BEARS
 AQ1833'6.8 FEET NORTH OF THE CENTER OF A DROP INLET COVER, 14 FEET NORTHEAST
 AQ1833'OF A STREET SIGN POST, AND 25.6 FEET SOUTHEAST OF THE CENTERLINE OF
 AQ1833'GLEN MYRA AVENUE.
 AQ1833
 AQ1833                          STATION RECOVERY (1990)
 AQ1833
 AQ1833'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1833'RECOVERED IN GOOD CONDITION.
 AQ1833
 AQ1833                          STATION RECOVERY (1995)
 AQ1833
 AQ1833'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1835 ***********************************************************************
 AQ1835  DESIGNATION -  79 78 A 44 RM 2 FLDT
 AQ1835  PID         -  AQ1835
 AQ1835  STATE/COUNTY-  FL/VOLUSIA
 AQ1835  USGS QUAD   -  PORT ORANGE (1993)
 AQ1835
 AQ1835                         *CURRENT SURVEY CONTROL
 AQ1835  ___________________________________________________________________
 AQ1835* NAD 83(1986)-  29 09 28.     (N)    080 58 23.     (W)     SCALED    
 AQ1835* NAVD 88     -         4.454  (meters)      14.61   (feet)  ADJUSTED  
 AQ1835  ___________________________________________________________________
 AQ1835  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AQ1835  DYNAMIC HT  -           4.448 (meters)      14.59  (feet)  COMP
 AQ1835  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 AQ1835
 AQ1835  VERT ORDER  -  SECOND    CLASS II
 AQ1835
 AQ1835.The horizontal coordinates were scaled from a topographic map and have
 AQ1835.an estimated accuracy of +/- 6 seconds.
 AQ1835
 AQ1835.The orthometric height was determined by differential leveling
 AQ1835.and adjusted by the National Geodetic Survey in June 1991..
 AQ1835
 AQ1835.The geoid height was determined by GEOID03.
 AQ1835
 AQ1835.The dynamic height is computed by dividing the NAVD 88
 AQ1835.geopotential number by the normal gravity value computed on the
 AQ1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1835.degrees latitude (g = 980.6199 gals.).
 AQ1835
 AQ1835.The modeled gravity was interpolated from observed gravity values.
 AQ1835
 AQ1835;                    North         East    Units  Estimated Accuracy
 AQ1835;SPC FL E     -   534,520.      202,620.      MT  (+/- 180 meters Scaled)
 AQ1835
 AQ1835                          SUPERSEDED SURVEY CONTROL
 AQ1835
 AQ1835  NGVD 29 (09/01/92)    4.821  (m)           15.82   (f) ADJUSTED    2 2
 AQ1835
 AQ1835.Superseded values are not recommended for survey control.
 AQ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1835.See file dsdata.txt to determine how the superseded data were derived.
 AQ1835
 AQ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN026254(NAD 83)
 AQ1835_MARKER: DD = SURVEY DISK
 AQ1835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1835_SP_SET: CONCRETE SIDEWALK
 AQ1835_STAMPING: 79 78 A44 RM NO 2
 AQ1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1835
 AQ1835  HISTORY     - Date     Condition        Report By
 AQ1835  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1835  HISTORY     - 1990     GOOD             USPSQD
 AQ1835  HISTORY     - 19950801 GOOD             USPSQD
 AQ1835
 AQ1835                          STATION DESCRIPTION
 AQ1835
 AQ1835'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1835'1.8 MI NE FROM PORT ORANGE.
 AQ1835'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1835'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1835'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 0.5
 AQ1835'MILE TO THE JUNCTION OF GLEN MYRA AVENUE AND THE MARK. THE MARK BEARS
 AQ1835'3.5 FEET SOUTHWEST OF THE EAST EDGE OF CURB, 44 FEET NORTHWEST OF THE
 AQ1835'CENTER OF A DROP INLET COVER AND 76.8 FEET SOUTHEAST OF A POWERLINE
 AQ1835'POLE.
 AQ1835
 AQ1835                          STATION RECOVERY (1990)
 AQ1835
 AQ1835'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1835'RECOVERED IN GOOD CONDITION.
 AQ1835
 AQ1835                          STATION RECOVERY (1995)
 AQ1835
 AQ1835'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1836 ***********************************************************************
 AQ1836  DESIGNATION -  79 78 A 45 FLDNR
 AQ1836  PID         -  AQ1836
 AQ1836  STATE/COUNTY-  FL/VOLUSIA
 AQ1836  USGS QUAD   -  PORT ORANGE (1993)
 AQ1836
 AQ1836                         *CURRENT SURVEY CONTROL
 AQ1836  ___________________________________________________________________
 AQ1836* NAD 83(1986)-  29 09 49.     (N)    080 58 33.     (W)     SCALED    
 AQ1836* NAVD 88     -         5.831  (meters)      19.13   (feet)  ADJUSTED  
 AQ1836  ___________________________________________________________________
 AQ1836  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AQ1836  DYNAMIC HT  -           5.823 (meters)      19.10  (feet)  COMP
 AQ1836  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AQ1836
 AQ1836  VERT ORDER  -  SECOND    CLASS II
 AQ1836
 AQ1836.The horizontal coordinates were scaled from a topographic map and have
 AQ1836.an estimated accuracy of +/- 6 seconds.
 AQ1836
 AQ1836.The orthometric height was determined by differential leveling
 AQ1836.and adjusted by the National Geodetic Survey in June 1991..
 AQ1836
 AQ1836.The geoid height was determined by GEOID03.
 AQ1836
 AQ1836.The dynamic height is computed by dividing the NAVD 88
 AQ1836.geopotential number by the normal gravity value computed on the
 AQ1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1836.degrees latitude (g = 980.6199 gals.).
 AQ1836
 AQ1836.The modeled gravity was interpolated from observed gravity values.
 AQ1836
 AQ1836;                    North         East    Units  Estimated Accuracy
 AQ1836;SPC FL E     -   535,160.      202,350.      MT  (+/- 180 meters Scaled)
 AQ1836
 AQ1836                          SUPERSEDED SURVEY CONTROL
 AQ1836
 AQ1836  NGVD 29 (09/01/92)    6.193  (m)           20.32   (f) ADJUSTED    2 2
 AQ1836
 AQ1836.Superseded values are not recommended for survey control.
 AQ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1836.See file dsdata.txt to determine how the superseded data were derived.
 AQ1836
 AQ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN023261(NAD 83)
 AQ1836_MARKER: DD = SURVEY DISK
 AQ1836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1836_SP_SET: CONCRETE SIDEWALK
 AQ1836_STAMPING: 79 78 A45
 AQ1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1836
 AQ1836  HISTORY     - Date     Condition        Report By
 AQ1836  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1836  HISTORY     - 1990     GOOD             USPSQD
 AQ1836  HISTORY     - 19950801 GOOD             USPSQD
 AQ1836  HISTORY     - 20060112 GOOD             USPSQD
 AQ1836
 AQ1836                          STATION DESCRIPTION
 AQ1836
 AQ1836'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1836'2.3 MI NE FROM PORT ORANGE.
 AQ1836'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1836'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1836'ATLANTIC AVENUE, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.0 MILE TO
 AQ1836'THE MARK BETWEEN STREET NUMBERS 3114 AND 3118. THE MARK BEARS 3.8 FEET
 AQ1836'SOUTHWEST OF EAST EDGE OF CURB, 13.6 FEET EAST OF A 7-11 FOOD STORE
 AQ1836'SIGN POST, 37.6 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY TO
 AQ1836'7-11 STORE, 50.5 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY TO BLACK
 AQ1836'FOREST DELICATESSEN, AND 59.7 FEET EAST NORTHEAST OF THE NORTH
 AQ1836'CORNER OF A 7-11 FOOD STORE BUILDING. MARK IS A FLORIDA DEPARTMENT OF
 AQ1836'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1836'TRANSPORTATION.
 AQ1836
 AQ1836                          STATION RECOVERY (1990)
 AQ1836
 AQ1836'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1836'RECOVERED IN GOOD CONDITION.
 AQ1836
 AQ1836                          STATION RECOVERY (1995)
 AQ1836
 AQ1836'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1836'RECOVERED IN GOOD CONDITION.
 AQ1836
 AQ1836                          STATION RECOVERY (2006)
 AQ1836
 AQ1836'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1838 ***********************************************************************
 AQ1838  DESIGNATION -  79 78 A 46 FLDNR
 AQ1838  PID         -  AQ1838
 AQ1838  STATE/COUNTY-  FL/VOLUSIA
 AQ1838  USGS QUAD   -  PORT ORANGE (1993)
 AQ1838
 AQ1838                         *CURRENT SURVEY CONTROL
 AQ1838  ___________________________________________________________________
 AQ1838* NAD 83(1986)-  29 10 17.     (N)    080 58 48.     (W)     SCALED    
 AQ1838* NAVD 88     -         5.975  (meters)      19.60   (feet)  ADJUSTED  
 AQ1838  ___________________________________________________________________
 AQ1838  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ1838  DYNAMIC HT  -           5.966 (meters)      19.57  (feet)  COMP
 AQ1838  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AQ1838
 AQ1838  VERT ORDER  -  SECOND    CLASS II
 AQ1838
 AQ1838.The horizontal coordinates were scaled from a topographic map and have
 AQ1838.an estimated accuracy of +/- 6 seconds.
 AQ1838
 AQ1838.The orthometric height was determined by differential leveling
 AQ1838.and adjusted by the National Geodetic Survey in June 1991..
 AQ1838
 AQ1838.The geoid height was determined by GEOID03.
 AQ1838
 AQ1838.The dynamic height is computed by dividing the NAVD 88
 AQ1838.geopotential number by the normal gravity value computed on the
 AQ1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1838.degrees latitude (g = 980.6199 gals.).
 AQ1838
 AQ1838.The modeled gravity was interpolated from observed gravity values.
 AQ1838
 AQ1838;                    North         East    Units  Estimated Accuracy
 AQ1838;SPC FL E     -   536,030.      201,950.      MT  (+/- 180 meters Scaled)
 AQ1838
 AQ1838                          SUPERSEDED SURVEY CONTROL
 AQ1838
 AQ1838  NGVD 29 (09/01/92)    6.335  (m)           20.78   (f) ADJUSTED    2 2
 AQ1838
 AQ1838.Superseded values are not recommended for survey control.
 AQ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1838.See file dsdata.txt to determine how the superseded data were derived.
 AQ1838
 AQ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN019269(NAD 83)
 AQ1838_MARKER: DD = SURVEY DISK
 AQ1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1838_SP_SET: CONCRETE POST
 AQ1838_STAMPING: 79 78 A46
 AQ1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1838+STABILITY: SURFACE MOTION
 AQ1838
 AQ1838  HISTORY     - Date     Condition        Report By
 AQ1838  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1838  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1838  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1838
 AQ1838                          STATION DESCRIPTION
 AQ1838
 AQ1838'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1838'2.9 MI NE FROM PORT ORANGE.
 AQ1838'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1838'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1838'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 1.6
 AQ1838'MILES TO THE MARK, JUST NORTHWEST OF THE HAPPY LANDING MOTEL. THE MARK
 AQ1838'BEARS 1.1 FEET NORTHEAST OF WEST EDGE OF SIDEWALK, 38.6 FEET SOUTHWEST
 AQ1838'OF THE CENTERLINE OF STATE ROAD A1A, 79.2 FEET NORTHWEST OF THE CENTER
 AQ1838'OF EXTENDED MOTEL DRIVEWAY, AND 146.9 FEET SOUTHEAST OF A UTILITY
 AQ1838'POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1838'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1838
 AQ1838                          STATION RECOVERY (1990)
 AQ1838
 AQ1838'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1838'MARK NOT FOUND.
 AQ1838
 AQ1838                          STATION RECOVERY (1995)
 AQ1838
 AQ1838'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1837 ***********************************************************************
 AQ1837  DESIGNATION -  79 78 A 46 RM 1 FLDT
 AQ1837  PID         -  AQ1837
 AQ1837  STATE/COUNTY-  FL/VOLUSIA
 AQ1837  USGS QUAD   -  PORT ORANGE (1993)
 AQ1837
 AQ1837                         *CURRENT SURVEY CONTROL
 AQ1837  ___________________________________________________________________
 AQ1837* NAD 83(1986)-  29 10 17.     (N)    080 58 48.     (W)     SCALED    
 AQ1837* NAVD 88     -         5.951  (meters)      19.52   (feet)  ADJUSTED  
 AQ1837  ___________________________________________________________________
 AQ1837  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ1837  DYNAMIC HT  -           5.943 (meters)      19.50  (feet)  COMP
 AQ1837  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AQ1837
 AQ1837  VERT ORDER  -  SECOND    CLASS II
 AQ1837
 AQ1837.The horizontal coordinates were scaled from a topographic map and have
 AQ1837.an estimated accuracy of +/- 6 seconds.
 AQ1837
 AQ1837.The orthometric height was determined by differential leveling
 AQ1837.and adjusted by the National Geodetic Survey in June 1991..
 AQ1837
 AQ1837.The geoid height was determined by GEOID03.
 AQ1837
 AQ1837.The dynamic height is computed by dividing the NAVD 88
 AQ1837.geopotential number by the normal gravity value computed on the
 AQ1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1837.degrees latitude (g = 980.6199 gals.).
 AQ1837
 AQ1837.The modeled gravity was interpolated from observed gravity values.
 AQ1837
 AQ1837;                    North         East    Units  Estimated Accuracy
 AQ1837;SPC FL E     -   536,030.      201,950.      MT  (+/- 180 meters Scaled)
 AQ1837
 AQ1837                          SUPERSEDED SURVEY CONTROL
 AQ1837
 AQ1837  NGVD 29 (09/01/92)    6.311  (m)           20.71   (f) ADJUSTED    2 2
 AQ1837
 AQ1837.Superseded values are not recommended for survey control.
 AQ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1837.See file dsdata.txt to determine how the superseded data were derived.
 AQ1837
 AQ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN019269(NAD 83)
 AQ1837_MARKER: DD = SURVEY DISK
 AQ1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1837_SP_SET: CONCRETE POST
 AQ1837_STAMPING: 79 78 A46 RM NO 1
 AQ1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1837+STABILITY: SURFACE MOTION
 AQ1837
 AQ1837  HISTORY     - Date     Condition        Report By
 AQ1837  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1837  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1837  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1837
 AQ1837                          STATION DESCRIPTION
 AQ1837
 AQ1837'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1837'2.9 MI NE FROM PORT ORANGE.
 AQ1837'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1837'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1837'ATLANTIC AVENUE, THENCE NORTHWEST ON SLOUTH ATLANTIC AVENUE FOR 1.6
 AQ1837'MILES TO THE MARK, JUST NORTHWEST OF HAPPY LANDING MOTEL. THE MARK
 AQ1837'BEARS 2.6 FEET NORTHEAST OF EAST EDGE OF SIDEWALK, 32 FEET SOUTHWEST
 AQ1837'OF THE CENTERLINE OF STATE ROAD A1A, AND 49.7 FEET NORTHWEST OF
 AQ1837'EXTENDED CENTER OF DRIVEWAY TO MOTEL.
 AQ1837
 AQ1837                          STATION RECOVERY (1990)
 AQ1837
 AQ1837'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1837'MARK NOT FOUND.
 AQ1837
 AQ1837                          STATION RECOVERY (1995)
 AQ1837
 AQ1837'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1839 ***********************************************************************
 AQ1839  DESIGNATION -  79 78 A 46 RM 2 FLDT
 AQ1839  PID         -  AQ1839
 AQ1839  STATE/COUNTY-  FL/VOLUSIA
 AQ1839  USGS QUAD   -  PORT ORANGE (1993)
 AQ1839
 AQ1839                         *CURRENT SURVEY CONTROL
 AQ1839  ___________________________________________________________________
 AQ1839* NAD 83(1986)-  29 10 17.     (N)    080 58 48.     (W)     SCALED    
 AQ1839* NAVD 88     -         5.855  (meters)      19.21   (feet)  ADJUSTED  
 AQ1839  ___________________________________________________________________
 AQ1839  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ1839  DYNAMIC HT  -           5.847 (meters)      19.18  (feet)  COMP
 AQ1839  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AQ1839
 AQ1839  VERT ORDER  -  SECOND    CLASS II
 AQ1839
 AQ1839.The horizontal coordinates were scaled from a topographic map and have
 AQ1839.an estimated accuracy of +/- 6 seconds.
 AQ1839
 AQ1839.The orthometric height was determined by differential leveling
 AQ1839.and adjusted by the National Geodetic Survey in June 1991..
 AQ1839
 AQ1839.The geoid height was determined by GEOID03.
 AQ1839
 AQ1839.The dynamic height is computed by dividing the NAVD 88
 AQ1839.geopotential number by the normal gravity value computed on the
 AQ1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1839.degrees latitude (g = 980.6199 gals.).
 AQ1839
 AQ1839.The modeled gravity was interpolated from observed gravity values.
 AQ1839
 AQ1839;                    North         East    Units  Estimated Accuracy
 AQ1839;SPC FL E     -   536,030.      201,950.      MT  (+/- 180 meters Scaled)
 AQ1839
 AQ1839                          SUPERSEDED SURVEY CONTROL
 AQ1839
 AQ1839  NGVD 29 (09/01/92)    6.215  (m)           20.39   (f) ADJUSTED    2 2
 AQ1839
 AQ1839.Superseded values are not recommended for survey control.
 AQ1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1839.See file dsdata.txt to determine how the superseded data were derived.
 AQ1839
 AQ1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN019269(NAD 83)
 AQ1839_MARKER: DD = SURVEY DISK
 AQ1839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1839_SP_SET: CONCRETE CURB
 AQ1839_STAMPING: 79 78 A46 RM NO 2
 AQ1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1839
 AQ1839  HISTORY     - Date     Condition        Report By
 AQ1839  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1839  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1839
 AQ1839                          STATION DESCRIPTION
 AQ1839
 AQ1839'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1839'2.9 MI NE FROM PORT ORANGE.
 AQ1839'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1839'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1839'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTHATLANTIC AVENUE FOR 1.6
 AQ1839'MILES TO THE MARK, JUST NORTHWEST OF HAPPY LANDING MOTEL. THE MARK
 AQ1839'BEARS 2.6 FEET NORTHEAST OF THE EAST EDGE OF SIDEWALK, 32 FEET SOUTH
 AQ1839'WEST OF THE CENTERLINE OF STATE ROAD A1A AND 118 FEET SOUTHWEST OF A
 AQ1839'UTILITY POLE.
 AQ1839
 AQ1839                          STATION RECOVERY (1990)
 AQ1839
 AQ1839'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1840 ***********************************************************************
 AQ1840  DESIGNATION -  79 78 A 47 RM 1 FLDT
 AQ1840  PID         -  AQ1840
 AQ1840  STATE/COUNTY-  FL/VOLUSIA
 AQ1840  USGS QUAD   -  PORT ORANGE (1993)
 AQ1840
 AQ1840                         *CURRENT SURVEY CONTROL
 AQ1840  ___________________________________________________________________
 AQ1840* NAD 83(1986)-  29 10 34.     (N)    080 58 59.     (W)     SCALED    
 AQ1840* NAVD 88     -         4.130  (meters)      13.55   (feet)  ADJUSTED  
 AQ1840  ___________________________________________________________________
 AQ1840  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ1840  DYNAMIC HT  -           4.124 (meters)      13.53  (feet)  COMP
 AQ1840  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 AQ1840
 AQ1840  VERT ORDER  -  SECOND    CLASS II
 AQ1840
 AQ1840.The horizontal coordinates were scaled from a topographic map and have
 AQ1840.an estimated accuracy of +/- 6 seconds.
 AQ1840
 AQ1840.The orthometric height was determined by differential leveling
 AQ1840.and adjusted by the National Geodetic Survey in June 1991..
 AQ1840
 AQ1840.The geoid height was determined by GEOID03.
 AQ1840
 AQ1840.The dynamic height is computed by dividing the NAVD 88
 AQ1840.geopotential number by the normal gravity value computed on the
 AQ1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1840.degrees latitude (g = 980.6199 gals.).
 AQ1840
 AQ1840.The modeled gravity was interpolated from observed gravity values.
 AQ1840
 AQ1840;                    North         East    Units  Estimated Accuracy
 AQ1840;SPC FL E     -   536,550.      201,650.      MT  (+/- 180 meters Scaled)
 AQ1840
 AQ1840                          SUPERSEDED SURVEY CONTROL
 AQ1840
 AQ1840  NGVD 29 (09/01/92)    4.490  (m)           14.73   (f) ADJUSTED    2 2
 AQ1840
 AQ1840.Superseded values are not recommended for survey control.
 AQ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1840.See file dsdata.txt to determine how the superseded data were derived.
 AQ1840
 AQ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN016274(NAD 83)
 AQ1840_MARKER: DD = SURVEY DISK
 AQ1840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1840_SP_SET: CONCRETE CURB
 AQ1840_STAMPING: 79 78 A47 RM NO 1
 AQ1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1840
 AQ1840  HISTORY     - Date     Condition        Report By
 AQ1840  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1840  HISTORY     - 1990     GOOD             USPSQD
 AQ1840  HISTORY     - 19950801 GOOD             USPSQD
 AQ1840
 AQ1840                          STATION DESCRIPTION
 AQ1840
 AQ1840'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1840'3.3 MI NE FROM PORT ORANGE.
 AQ1840'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1840'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1840'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2 MILES
 AQ1840'TO THE JUNCTION OF THAMES AVENUE AND THE MARK, WHICH BEARS 3 FEET
 AQ1840'NORTHWEST OF THE EAST EDGE OF SIDEWALK, 32 FEET SOUTHWEST OF CENTER
 AQ1840'LINE OF STATE ROAD A1A, AND 62.5 FEET SOUTHEAST OF CENTERLINE OF
 AQ1840'THAMES AVENUE.
 AQ1840
 AQ1840                          STATION RECOVERY (1990)
 AQ1840
 AQ1840'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1840'RECOVERED IN GOOD CONDITION.
 AQ1840
 AQ1840                          STATION RECOVERY (1995)
 AQ1840
 AQ1840'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1842 ***********************************************************************
 AQ1842  DESIGNATION -  79 78 A 47 RM 2 FLDT
 AQ1842  PID         -  AQ1842
 AQ1842  STATE/COUNTY-  FL/VOLUSIA
 AQ1842  USGS QUAD   -  PORT ORANGE (1993)
 AQ1842
 AQ1842                         *CURRENT SURVEY CONTROL
 AQ1842  ___________________________________________________________________
 AQ1842* NAD 83(1986)-  29 10 34.     (N)    080 58 59.     (W)     SCALED    
 AQ1842* NAVD 88     -         4.073  (meters)      13.36   (feet)  ADJUSTED  
 AQ1842  ___________________________________________________________________
 AQ1842  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ1842  DYNAMIC HT  -           4.068 (meters)      13.35  (feet)  COMP
 AQ1842  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 AQ1842
 AQ1842  VERT ORDER  -  SECOND    CLASS II
 AQ1842
 AQ1842.The horizontal coordinates were scaled from a topographic map and have
 AQ1842.an estimated accuracy of +/- 6 seconds.
 AQ1842
 AQ1842.The orthometric height was determined by differential leveling
 AQ1842.and adjusted by the National Geodetic Survey in June 1991..
 AQ1842
 AQ1842.The geoid height was determined by GEOID03.
 AQ1842
 AQ1842.The dynamic height is computed by dividing the NAVD 88
 AQ1842.geopotential number by the normal gravity value computed on the
 AQ1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1842.degrees latitude (g = 980.6199 gals.).
 AQ1842
 AQ1842.The modeled gravity was interpolated from observed gravity values.
 AQ1842
 AQ1842;                    North         East    Units  Estimated Accuracy
 AQ1842;SPC FL E     -   536,550.      201,650.      MT  (+/- 180 meters Scaled)
 AQ1842
 AQ1842                          SUPERSEDED SURVEY CONTROL
 AQ1842
 AQ1842  NGVD 29 (09/01/92)    4.434  (m)           14.55   (f) ADJUSTED    2 2
 AQ1842
 AQ1842.Superseded values are not recommended for survey control.
 AQ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1842.See file dsdata.txt to determine how the superseded data were derived.
 AQ1842
 AQ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN016274(NAD 83)
 AQ1842_MARKER: DD = SURVEY DISK
 AQ1842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1842_SP_SET: CONCRETE CURB
 AQ1842_STAMPING: 79 78 A47 RM NO 2
 AQ1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1842
 AQ1842  HISTORY     - Date     Condition        Report By
 AQ1842  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1842  HISTORY     - 1990     GOOD             USPSQD
 AQ1842  HISTORY     - 19950801 GOOD             USPSQD
 AQ1842  HISTORY     - 20060112 GOOD             USPSQD
 AQ1842
 AQ1842                          STATION DESCRIPTION
 AQ1842
 AQ1842'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1842'3.3 MI NE FROM PORT ORANGE.
 AQ1842'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1842'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1842'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2 MILES
 AQ1842'TO THE JUNCTION OF THAMES AVENUE AND THE MARK, WHICH BEARS 0.4 FOOT
 AQ1842'NORTHEAST OF EAST EDGE OF SIDEWALK, 26.2 FEET NORTHWEST OF CENTERLINE
 AQ1842'OF THAMES AVENUE, AND 34.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 AQ1842'ROAD A1A.
 AQ1842
 AQ1842                          STATION RECOVERY (1990)
 AQ1842
 AQ1842'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1842'RECOVERED IN GOOD CONDITION.
 AQ1842
 AQ1842                          STATION RECOVERY (1995)
 AQ1842
 AQ1842'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1842'RECOVERED IN GOOD CONDITION.
 AQ1842
 AQ1842                          STATION RECOVERY (2006)
 AQ1842
 AQ1842'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1843 ***********************************************************************
 AQ1843  DESIGNATION -  79 78 A 48 FLDNR
 AQ1843  PID         -  AQ1843
 AQ1843  STATE/COUNTY-  FL/VOLUSIA
 AQ1843  USGS QUAD   -  PORT ORANGE (1993)
 AQ1843
 AQ1843                         *CURRENT SURVEY CONTROL
 AQ1843  ___________________________________________________________________
 AQ1843* NAD 83(1986)-  29 10 57.     (N)    080 59 09.     (W)     SCALED    
 AQ1843* NAVD 88     -         3.017  (meters)       9.90   (feet)  ADJUSTED  
 AQ1843  ___________________________________________________________________
 AQ1843  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ1843  DYNAMIC HT  -           3.013 (meters)       9.89  (feet)  COMP
 AQ1843  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 AQ1843
 AQ1843  VERT ORDER  -  SECOND    CLASS II
 AQ1843
 AQ1843.The horizontal coordinates were scaled from a topographic map and have
 AQ1843.an estimated accuracy of +/- 6 seconds.
 AQ1843
 AQ1843.The orthometric height was determined by differential leveling
 AQ1843.and adjusted by the National Geodetic Survey in June 1991..
 AQ1843
 AQ1843.The geoid height was determined by GEOID03.
 AQ1843
 AQ1843.The dynamic height is computed by dividing the NAVD 88
 AQ1843.geopotential number by the normal gravity value computed on the
 AQ1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1843.degrees latitude (g = 980.6199 gals.).
 AQ1843
 AQ1843.The modeled gravity was interpolated from observed gravity values.
 AQ1843
 AQ1843;                    North         East    Units  Estimated Accuracy
 AQ1843;SPC FL E     -   537,260.      201,380.      MT  (+/- 180 meters Scaled)
 AQ1843
 AQ1843                          SUPERSEDED SURVEY CONTROL
 AQ1843
 AQ1843  NGVD 29 (09/01/92)    3.376  (m)           11.08   (f) ADJUSTED    2 2
 AQ1843
 AQ1843.Superseded values are not recommended for survey control.
 AQ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1843.See file dsdata.txt to determine how the superseded data were derived.
 AQ1843
 AQ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN013282(NAD 83)
 AQ1843_MARKER: DD = SURVEY DISK
 AQ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1843_SP_SET: CONCRETE POST
 AQ1843_STAMPING: 79 78 A48
 AQ1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1843+STABILITY: SURFACE MOTION
 AQ1843
 AQ1843  HISTORY     - Date     Condition        Report By
 AQ1843  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1843  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1843  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1843
 AQ1843                          STATION DESCRIPTION
 AQ1843
 AQ1843'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1843'3.7 MI NE FROM PORT ORANGE.
 AQ1843'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1843'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1843'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2.4
 AQ1843'MILES TO THE MARK, WHICH BEARS 4.2 FEET SOUTHWEST OF CONCRETE CURB OF
 AQ1843'PARKING LOT, 26.8 FEET SOUTH SOUTHWEST OF SOUTHWEST CORNER OF HOLIDAY
 AQ1843'SHORES MOTEL, 37.0 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1843'AND 39.5 FEET SOUTHEAST OF A POWERLINE POLE. MARK IS A FLORIDA
 AQ1843'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1843'OF TRANSPORTATION.
 AQ1843
 AQ1843                          STATION RECOVERY (1990)
 AQ1843
 AQ1843'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1843'MARK NOT FOUND.
 AQ1843
 AQ1843                          STATION RECOVERY (1995)
 AQ1843
 AQ1843'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1845 ***********************************************************************
 AQ1845  DESIGNATION -  79 78 A 49 FLDNR
 AQ1845  PID         -  AQ1845
 AQ1845  STATE/COUNTY-  FL/VOLUSIA
 AQ1845  USGS QUAD   -  PORT ORANGE (1993)
 AQ1845
 AQ1845                         *CURRENT SURVEY CONTROL
 AQ1845  ___________________________________________________________________
 AQ1845* NAD 83(1986)-  29 11 18.     (N)    080 59 21.     (W)     SCALED    
 AQ1845* NAVD 88     -         3.478  (meters)      11.41   (feet)  ADJUSTED  
 AQ1845  ___________________________________________________________________
 AQ1845  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ1845  DYNAMIC HT  -           3.473 (meters)      11.39  (feet)  COMP
 AQ1845  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 AQ1845
 AQ1845  VERT ORDER  -  SECOND    CLASS II
 AQ1845
 AQ1845.The horizontal coordinates were scaled from a topographic map and have
 AQ1845.an estimated accuracy of +/- 6 seconds.
 AQ1845
 AQ1845.The orthometric height was determined by differential leveling
 AQ1845.and adjusted by the National Geodetic Survey in June 1991..
 AQ1845
 AQ1845.The geoid height was determined by GEOID03.
 AQ1845
 AQ1845.The dynamic height is computed by dividing the NAVD 88
 AQ1845.geopotential number by the normal gravity value computed on the
 AQ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1845.degrees latitude (g = 980.6199 gals.).
 AQ1845
 AQ1845.The modeled gravity was interpolated from observed gravity values.
 AQ1845
 AQ1845;                    North         East    Units  Estimated Accuracy
 AQ1845;SPC FL E     -   537,900.      201,050.      MT  (+/- 180 meters Scaled)
 AQ1845
 AQ1845                          SUPERSEDED SURVEY CONTROL
 AQ1845
 AQ1845  NGVD 29 (09/01/92)    3.835  (m)           12.58   (f) ADJUSTED    2 2
 AQ1845
 AQ1845.Superseded values are not recommended for survey control.
 AQ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1845.See file dsdata.txt to determine how the superseded data were derived.
 AQ1845
 AQ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN010288(NAD 83)
 AQ1845_MARKER: DD = SURVEY DISK
 AQ1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1845_SP_SET: CONCRETE CURB
 AQ1845_STAMPING: 79 78 A49
 AQ1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1845
 AQ1845  HISTORY     - Date     Condition        Report By
 AQ1845  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1845  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1845
 AQ1845                          STATION DESCRIPTION
 AQ1845
 AQ1845'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1845'4.3 MI NE FROM PORT ORANGE.
 AQ1845'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1845'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1845'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3 MILES
 AQ1845'TO THE JUNCTION OF DUNDEE ROAD AND THE MARK. THE MARK BEARS 5.6 FEET
 AQ1845'WEST OF A FIRE HYDRANT, 25 FEET SOUTHEAST OF THE CENTERLINE OF DUNDEE
 AQ1845'ROAD, AND 38.4 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1845'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1845'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1845
 AQ1845                          STATION RECOVERY (1995)
 AQ1845
 AQ1845'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1844 ***********************************************************************
 AQ1844  DESIGNATION -  79 78 A 49 RM 1 FLDT
 AQ1844  PID         -  AQ1844
 AQ1844  STATE/COUNTY-  FL/VOLUSIA
 AQ1844  USGS QUAD   -  PORT ORANGE (1993)
 AQ1844
 AQ1844                         *CURRENT SURVEY CONTROL
 AQ1844  ___________________________________________________________________
 AQ1844* NAD 83(1986)-  29 11 18.     (N)    080 59 21.     (W)     SCALED    
 AQ1844* NAVD 88     -         3.514  (meters)      11.53   (feet)  ADJUSTED  
 AQ1844  ___________________________________________________________________
 AQ1844  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ1844  DYNAMIC HT  -           3.509 (meters)      11.51  (feet)  COMP
 AQ1844  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 AQ1844
 AQ1844  VERT ORDER  -  SECOND    CLASS II
 AQ1844
 AQ1844.The horizontal coordinates were scaled from a topographic map and have
 AQ1844.an estimated accuracy of +/- 6 seconds.
 AQ1844
 AQ1844.The orthometric height was determined by differential leveling
 AQ1844.and adjusted by the National Geodetic Survey in June 1991..
 AQ1844
 AQ1844.The geoid height was determined by GEOID03.
 AQ1844
 AQ1844.The dynamic height is computed by dividing the NAVD 88
 AQ1844.geopotential number by the normal gravity value computed on the
 AQ1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1844.degrees latitude (g = 980.6199 gals.).
 AQ1844
 AQ1844.The modeled gravity was interpolated from observed gravity values.
 AQ1844
 AQ1844;                    North         East    Units  Estimated Accuracy
 AQ1844;SPC FL E     -   537,900.      201,050.      MT  (+/- 180 meters Scaled)
 AQ1844
 AQ1844                          SUPERSEDED SURVEY CONTROL
 AQ1844
 AQ1844  NGVD 29 (09/01/92)    3.871  (m)           12.70   (f) ADJUSTED    2 2
 AQ1844
 AQ1844.Superseded values are not recommended for survey control.
 AQ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1844.See file dsdata.txt to determine how the superseded data were derived.
 AQ1844
 AQ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN010288(NAD 83)
 AQ1844_MARKER: DD = SURVEY DISK
 AQ1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1844_SP_SET: CONCRETE CURB
 AQ1844_STAMPING: 79 78 A49 RM NO 1
 AQ1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1844
 AQ1844  HISTORY     - Date     Condition        Report By
 AQ1844  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1844  HISTORY     - 1990     GOOD             USPSQD
 AQ1844  HISTORY     - 19950801 GOOD             USPSQD
 AQ1844
 AQ1844                          STATION DESCRIPTION
 AQ1844
 AQ1844'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1844'4.3 MI NE FROM PORT ORANGE.
 AQ1844'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1844'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1844'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3 MILES
 AQ1844'TO THE JUNCTION OF DUNDEE ROAD AND THE MARK. THE MARK BEARS 15.7 FEET
 AQ1844'SOUTHEAST OF THE CENTER OF DRIVEWAY TO MOTEL, 32.0 FEET SOUTHWEST OF
 AQ1844'THE CENTERLINE OF STATE ROAD A1A, AND 36.4 FEET EAST NORTHEAST OF THE
 AQ1844'CENTER OF MOTEL OFFICE DOOR.
 AQ1844
 AQ1844                          STATION RECOVERY (1990)
 AQ1844
 AQ1844'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1844'RECOVERED IN GOOD CONDITION.
 AQ1844
 AQ1844                          STATION RECOVERY (1995)
 AQ1844
 AQ1844'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1846 ***********************************************************************
 AQ1846  DESIGNATION -  79 78 A 49 RM 2 FLDT
 AQ1846  PID         -  AQ1846
 AQ1846  STATE/COUNTY-  FL/VOLUSIA
 AQ1846  USGS QUAD   -  PORT ORANGE (1993)
 AQ1846
 AQ1846                         *CURRENT SURVEY CONTROL
 AQ1846  ___________________________________________________________________
 AQ1846* NAD 83(1986)-  29 11 18.     (N)    080 59 21.     (W)     SCALED    
 AQ1846* NAVD 88     -         3.386  (meters)      11.11   (feet)  ADJUSTED  
 AQ1846  ___________________________________________________________________
 AQ1846  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ1846  DYNAMIC HT  -           3.381 (meters)      11.09  (feet)  COMP
 AQ1846  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 AQ1846
 AQ1846  VERT ORDER  -  SECOND    CLASS II
 AQ1846
 AQ1846.The horizontal coordinates were scaled from a topographic map and have
 AQ1846.an estimated accuracy of +/- 6 seconds.
 AQ1846
 AQ1846.The orthometric height was determined by differential leveling
 AQ1846.and adjusted by the National Geodetic Survey in June 1991..
 AQ1846
 AQ1846.The geoid height was determined by GEOID03.
 AQ1846
 AQ1846.The dynamic height is computed by dividing the NAVD 88
 AQ1846.geopotential number by the normal gravity value computed on the
 AQ1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1846.degrees latitude (g = 980.6199 gals.).
 AQ1846
 AQ1846.The modeled gravity was interpolated from observed gravity values.
 AQ1846
 AQ1846;                    North         East    Units  Estimated Accuracy
 AQ1846;SPC FL E     -   537,900.      201,050.      MT  (+/- 180 meters Scaled)
 AQ1846
 AQ1846                          SUPERSEDED SURVEY CONTROL
 AQ1846
 AQ1846  NGVD 29 (09/01/92)    3.743  (m)           12.28   (f) ADJUSTED    2 2
 AQ1846
 AQ1846.Superseded values are not recommended for survey control.
 AQ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1846.See file dsdata.txt to determine how the superseded data were derived.
 AQ1846
 AQ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN010288(NAD 83)
 AQ1846_MARKER: DD = SURVEY DISK
 AQ1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1846_SP_SET: CONCRETE CURB
 AQ1846_STAMPING: 79 78 A49 RM NO 2
 AQ1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1846
 AQ1846  HISTORY     - Date     Condition        Report By
 AQ1846  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1846  HISTORY     - 19950815 GOOD             USPSQD
 AQ1846
 AQ1846                          STATION DESCRIPTION
 AQ1846
 AQ1846'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1846'4.3 MI NE FROM PORT ORANGE.
 AQ1846'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1846'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1846'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3 MILES
 AQ1846'TO THE JUNCTION OF DUNDEE ROAD AND THE MARK. THE MARK BEARS 15.5 FEET
 AQ1846'SOUTHEAST OF THE CENTERLINE OF DUNDEE ROAD, AND 22.8 FEET WEST OF THE
 AQ1846'CENTER OF A METAL MAN HOLE COVER.
 AQ1846
 AQ1846                          STATION RECOVERY (1995)
 AQ1846
 AQ1846'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1847 ***********************************************************************
 AQ1847  DESIGNATION -  79 78 A 50 FLDNR
 AQ1847  PID         -  AQ1847
 AQ1847  STATE/COUNTY-  FL/VOLUSIA
 AQ1847  USGS QUAD   -  PORT ORANGE (1993)
 AQ1847
 AQ1847                         *CURRENT SURVEY CONTROL
 AQ1847  ___________________________________________________________________
 AQ1847* NAD 83(1986)-  29 11 40.     (N)    080 59 32.     (W)     SCALED    
 AQ1847* NAVD 88     -         3.965  (meters)      13.01   (feet)  ADJUSTED  
 AQ1847  ___________________________________________________________________
 AQ1847  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ1847  DYNAMIC HT  -           3.960 (meters)      12.99  (feet)  COMP
 AQ1847  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 AQ1847
 AQ1847  VERT ORDER  -  SECOND    CLASS II
 AQ1847
 AQ1847.The horizontal coordinates were scaled from a topographic map and have
 AQ1847.an estimated accuracy of +/- 6 seconds.
 AQ1847
 AQ1847.The orthometric height was determined by differential leveling
 AQ1847.and adjusted by the National Geodetic Survey in June 1991..
 AQ1847
 AQ1847.The geoid height was determined by GEOID03.
 AQ1847
 AQ1847.The dynamic height is computed by dividing the NAVD 88
 AQ1847.geopotential number by the normal gravity value computed on the
 AQ1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1847.degrees latitude (g = 980.6199 gals.).
 AQ1847
 AQ1847.The modeled gravity was interpolated from observed gravity values.
 AQ1847
 AQ1847;                    North         East    Units  Estimated Accuracy
 AQ1847;SPC FL E     -   538,580.      200,760.      MT  (+/- 180 meters Scaled)
 AQ1847
 AQ1847                          SUPERSEDED SURVEY CONTROL
 AQ1847
 AQ1847  NGVD 29 (09/01/92)    4.321  (m)           14.18   (f) ADJUSTED    2 2
 AQ1847
 AQ1847.Superseded values are not recommended for survey control.
 AQ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1847.See file dsdata.txt to determine how the superseded data were derived.
 AQ1847
 AQ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN007295(NAD 83)
 AQ1847_MARKER: DD = SURVEY DISK
 AQ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1847_SP_SET: CONCRETE POST
 AQ1847_STAMPING: 79 78 A50
 AQ1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1847+STABILITY: SURFACE MOTION
 AQ1847
 AQ1847  HISTORY     - Date     Condition        Report By
 AQ1847  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1847  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1847  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 AQ1847
 AQ1847                          STATION DESCRIPTION
 AQ1847
 AQ1847'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1847'4.6 MI NE FROM PORT ORANGE.
 AQ1847'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1847'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1847'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3.3
 AQ1847'MILES TO THE MARK, WHICH BEARS 4 FEET SOUTHWEST OF CONCRETE CURB OF
 AQ1847'PARKING LOT, 18.0 FEET SOUTHEAST OF CENTER OF AKU TIKI INN DRIVEWAY,
 AQ1847'AND 34.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A. MARK
 AQ1847'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1847'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1847
 AQ1847                          STATION RECOVERY (1990)
 AQ1847
 AQ1847'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1847'MARK NOT FOUND.
 AQ1847
 AQ1847                          STATION RECOVERY (1995)
 AQ1847
 AQ1847'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1849 ***********************************************************************
 AQ1849  DESIGNATION -  79 78 A 51 FLDNR
 AQ1849  PID         -  AQ1849
 AQ1849  STATE/COUNTY-  FL/VOLUSIA
 AQ1849  USGS QUAD   -  PORT ORANGE (1993)
 AQ1849
 AQ1849                         *CURRENT SURVEY CONTROL
 AQ1849  ___________________________________________________________________
 AQ1849* NAD 83(1986)-  29 12 00.     (N)    080 59 42.     (W)     SCALED    
 AQ1849* NAVD 88     -         4.167  (meters)      13.67   (feet)  ADJUSTED  
 AQ1849  ___________________________________________________________________
 AQ1849  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ1849  DYNAMIC HT  -           4.162 (meters)      13.65  (feet)  COMP
 AQ1849  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 AQ1849
 AQ1849  VERT ORDER  -  SECOND    CLASS II
 AQ1849
 AQ1849.The horizontal coordinates were scaled from a topographic map and have
 AQ1849.an estimated accuracy of +/- 6 seconds.
 AQ1849
 AQ1849.The orthometric height was determined by differential leveling
 AQ1849.and adjusted by the National Geodetic Survey in June 1991..
 AQ1849
 AQ1849.The geoid height was determined by GEOID03.
 AQ1849
 AQ1849.The dynamic height is computed by dividing the NAVD 88
 AQ1849.geopotential number by the normal gravity value computed on the
 AQ1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1849.degrees latitude (g = 980.6199 gals.).
 AQ1849
 AQ1849.The modeled gravity was interpolated from observed gravity values.
 AQ1849
 AQ1849;                    North         East    Units  Estimated Accuracy
 AQ1849;SPC FL E     -   539,200.      200,490.      MT  (+/- 180 meters Scaled)
 AQ1849
 AQ1849                          SUPERSEDED SURVEY CONTROL
 AQ1849
 AQ1849  NGVD 29 (09/01/92)    4.525  (m)           14.85   (f) ADJUSTED    2 2
 AQ1849
 AQ1849.Superseded values are not recommended for survey control.
 AQ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1849.See file dsdata.txt to determine how the superseded data were derived.
 AQ1849
 AQ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN004301(NAD 83)
 AQ1849_MARKER: DD = SURVEY DISK
 AQ1849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1849_SP_SET: CONCRETE SIDEWALK
 AQ1849_STAMPING: 79 78 A51
 AQ1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1849
 AQ1849  HISTORY     - Date     Condition        Report By
 AQ1849  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1849  HISTORY     - 19950815 GOOD             USPSQD
 AQ1849
 AQ1849                          STATION DESCRIPTION
 AQ1849
 AQ1849'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1849'3.1 MI SE FROM DAYTONA BEACH.
 AQ1849'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1849'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1849'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.7 MILES TO THE JUNCTION OF
 AQ1849'SUNRISE BOULEVARD AND THE MARK JUST SOUTH OF THE JUNCTION. THE MARK
 AQ1849'BEARS 11.3 FEET NORTH OF A LARGE SIGN FOR THE RED SNAPPER RESTAURANT,
 AQ1849'39.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 45.0 FEET
 AQ1849'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING. MARK IS A FLORIDA
 AQ1849'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1849'OF TRANSPORTATION.
 AQ1849
 AQ1849                          STATION RECOVERY (1995)
 AQ1849
 AQ1849'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1848 ***********************************************************************
 AQ1848  DESIGNATION -  79 78 A 51 RM 1 FLDT
 AQ1848  PID         -  AQ1848
 AQ1848  STATE/COUNTY-  FL/VOLUSIA
 AQ1848  USGS QUAD   -  PORT ORANGE (1993)
 AQ1848
 AQ1848                         *CURRENT SURVEY CONTROL
 AQ1848  ___________________________________________________________________
 AQ1848* NAD 83(1986)-  29 12 00.     (N)    080 59 42.     (W)     SCALED    
 AQ1848* NAVD 88     -         4.096  (meters)      13.44   (feet)  ADJUSTED  
 AQ1848  ___________________________________________________________________
 AQ1848  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ1848  DYNAMIC HT  -           4.090 (meters)      13.42  (feet)  COMP
 AQ1848  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 AQ1848
 AQ1848  VERT ORDER  -  SECOND    CLASS II
 AQ1848
 AQ1848.The horizontal coordinates were scaled from a topographic map and have
 AQ1848.an estimated accuracy of +/- 6 seconds.
 AQ1848
 AQ1848.The orthometric height was determined by differential leveling
 AQ1848.and adjusted by the National Geodetic Survey in June 1991..
 AQ1848
 AQ1848.The geoid height was determined by GEOID03.
 AQ1848
 AQ1848.The dynamic height is computed by dividing the NAVD 88
 AQ1848.geopotential number by the normal gravity value computed on the
 AQ1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1848.degrees latitude (g = 980.6199 gals.).
 AQ1848
 AQ1848.The modeled gravity was interpolated from observed gravity values.
 AQ1848
 AQ1848;                    North         East    Units  Estimated Accuracy
 AQ1848;SPC FL E     -   539,200.      200,490.      MT  (+/- 180 meters Scaled)
 AQ1848
 AQ1848                          SUPERSEDED SURVEY CONTROL
 AQ1848
 AQ1848  NGVD 29 (09/01/92)    4.454  (m)           14.61   (f) ADJUSTED    2 2
 AQ1848
 AQ1848.Superseded values are not recommended for survey control.
 AQ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1848.See file dsdata.txt to determine how the superseded data were derived.
 AQ1848
 AQ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN004301(NAD 83)
 AQ1848_MARKER: DD = SURVEY DISK
 AQ1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1848_SP_SET: CONCRETE CURB
 AQ1848_STAMPING: 79 78 A51 RM NO 1
 AQ1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1848
 AQ1848  HISTORY     - Date     Condition        Report By
 AQ1848  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1848  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1848
 AQ1848                          STATION DESCRIPTION
 AQ1848
 AQ1848'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1848'3.1 MI SE FROM DAYTONA BEACH.
 AQ1848'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1848'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1848'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.7 MILES TO THE JUNCTION OF
 AQ1848'SUNRISE BOULEVARD AND THE MARK, JUST SOUTH OF THE JUNCTION. THE MARK
 AQ1848'BEARS 17 FEET NORTHWEST OF THE CENTER OF ENTRANCE DRIVE TO RED SNAPPER
 AQ1848'RESTAURANT, 19.2 FEET EAST OF A LARGE SIGN FOR RESAURANT, 32.5 FEET
 AQ1848'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 46.5 FEET NORTH OF
 AQ1848'THE NORTHEAST CORNER OF RESTAURANT.
 AQ1848
 AQ1848                          STATION RECOVERY (1990)
 AQ1848
 AQ1848'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1850 ***********************************************************************
 AQ1850  DESIGNATION -  79 78 A 51 RM 2 FLDT
 AQ1850  PID         -  AQ1850
 AQ1850  STATE/COUNTY-  FL/VOLUSIA
 AQ1850  USGS QUAD   -  PORT ORANGE (1993)
 AQ1850
 AQ1850                         *CURRENT SURVEY CONTROL
 AQ1850  ___________________________________________________________________
 AQ1850* NAD 83(1986)-  29 12 00.     (N)    080 59 42.     (W)     SCALED    
 AQ1850* NAVD 88     -         4.098  (meters)      13.44   (feet)  ADJUSTED  
 AQ1850  ___________________________________________________________________
 AQ1850  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ1850  DYNAMIC HT  -           4.092 (meters)      13.43  (feet)  COMP
 AQ1850  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 AQ1850
 AQ1850  VERT ORDER  -  SECOND    CLASS II
 AQ1850
 AQ1850.The horizontal coordinates were scaled from a topographic map and have
 AQ1850.an estimated accuracy of +/- 6 seconds.
 AQ1850
 AQ1850.The orthometric height was determined by differential leveling
 AQ1850.and adjusted by the National Geodetic Survey in June 1991..
 AQ1850
 AQ1850.The geoid height was determined by GEOID03.
 AQ1850
 AQ1850.The dynamic height is computed by dividing the NAVD 88
 AQ1850.geopotential number by the normal gravity value computed on the
 AQ1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1850.degrees latitude (g = 980.6199 gals.).
 AQ1850
 AQ1850.The modeled gravity was interpolated from observed gravity values.
 AQ1850
 AQ1850;                    North         East    Units  Estimated Accuracy
 AQ1850;SPC FL E     -   539,200.      200,490.      MT  (+/- 180 meters Scaled)
 AQ1850
 AQ1850                          SUPERSEDED SURVEY CONTROL
 AQ1850
 AQ1850  NGVD 29 (09/01/92)    4.456  (m)           14.62   (f) ADJUSTED    2 2
 AQ1850
 AQ1850.Superseded values are not recommended for survey control.
 AQ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1850.See file dsdata.txt to determine how the superseded data were derived.
 AQ1850
 AQ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN004301(NAD 83)
 AQ1850_MARKER: DD = SURVEY DISK
 AQ1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1850_SP_SET: CONCRETE CURB
 AQ1850_STAMPING: 79 78 A51 RM NO 2
 AQ1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1850
 AQ1850  HISTORY     - Date     Condition        Report By
 AQ1850  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1850  HISTORY     - 1990     GOOD             USPSQD
 AQ1850  HISTORY     - 19950815 GOOD             USPSQD
 AQ1850
 AQ1850                          STATION DESCRIPTION
 AQ1850
 AQ1850'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1850'3.1 MI SE FROM DAYTONA BEACH.
 AQ1850'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1850'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1850'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.7 MILES TO THE JUNCTION OF
 AQ1850'SUNRISE BOULEVARD AND THE MARK, JUST SOUTH OF THE JUNCTION. THE MARK
 AQ1850'BEARS 1.3 FEET EAST OF A POWERLINE POLE, 27.6 FEET EAST NORTHEAST OF
 AQ1850'THE SOUTHEAST CORNER OF BUILDING, AND 32.5 FEET SOUTHWEST OF THE
 AQ1850'CENTERLINE OF STATE ROAD A1A.
 AQ1850
 AQ1850                          STATION RECOVERY (1990)
 AQ1850
 AQ1850'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1850'RECOVERED IN GOOD CONDITION.
 AQ1850
 AQ1850                          STATION RECOVERY (1995)
 AQ1850
 AQ1850'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1851 ***********************************************************************
 AQ1851  DESIGNATION -  79 78 A 52 FLDNR
 AQ1851  PID         -  AQ1851
 AQ1851  STATE/COUNTY-  FL/VOLUSIA
 AQ1851  USGS QUAD   -  PORT ORANGE (1993)
 AQ1851
 AQ1851                         *CURRENT SURVEY CONTROL
 AQ1851  ___________________________________________________________________
 AQ1851* NAD 83(1986)-  29 12 26.     (N)    080 59 54.     (W)     SCALED    
 AQ1851* NAVD 88     -         4.154  (meters)      13.63   (feet)  ADJUSTED  
 AQ1851  ___________________________________________________________________
 AQ1851  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1851  DYNAMIC HT  -           4.149 (meters)      13.61  (feet)  COMP
 AQ1851  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 AQ1851
 AQ1851  VERT ORDER  -  SECOND    CLASS II
 AQ1851
 AQ1851.The horizontal coordinates were scaled from a topographic map and have
 AQ1851.an estimated accuracy of +/- 6 seconds.
 AQ1851
 AQ1851.The orthometric height was determined by differential leveling
 AQ1851.and adjusted by the National Geodetic Survey in June 1991..
 AQ1851
 AQ1851.The geoid height was determined by GEOID03.
 AQ1851
 AQ1851.The dynamic height is computed by dividing the NAVD 88
 AQ1851.geopotential number by the normal gravity value computed on the
 AQ1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1851.degrees latitude (g = 980.6199 gals.).
 AQ1851
 AQ1851.The modeled gravity was interpolated from observed gravity values.
 AQ1851
 AQ1851;                    North         East    Units  Estimated Accuracy
 AQ1851;SPC FL E     -   540,000.      200,160.      MT  (+/- 180 meters Scaled)
 AQ1851
 AQ1851                          SUPERSEDED SURVEY CONTROL
 AQ1851
 AQ1851  NGVD 29 (09/01/92)    4.515  (m)           14.81   (f) ADJUSTED    2 2
 AQ1851
 AQ1851.Superseded values are not recommended for survey control.
 AQ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1851.See file dsdata.txt to determine how the superseded data were derived.
 AQ1851
 AQ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN001309(NAD 83)
 AQ1851_MARKER: DD = SURVEY DISK
 AQ1851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1851_SP_SET: CONCRETE CURB
 AQ1851_STAMPING: 79 78 A52
 AQ1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1851
 AQ1851  HISTORY     - Date     Condition        Report By
 AQ1851  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1851  HISTORY     - 1990     GOOD             USPSQD
 AQ1851  HISTORY     - 19950815 GOOD             USPSQD
 AQ1851
 AQ1851                          STATION DESCRIPTION
 AQ1851
 AQ1851'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1851'2.5 MI SE FROM DAYTONA BEACH.
 AQ1851'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1851'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1851'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.1 MILES TO THE JUNCTION OF
 AQ1851'OLD TRAIL ROAD AND THE MARK. THE MARK BEARS 3.7 FEET SOUTH SOUTHEAST
 AQ1851'OF A POWERLINE POLE, 10.3 FEET WEST OF A MOTEL SIGN, AND 32.0 FEET
 AQ1851'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA
 AQ1851'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1851'OF TRANSPORTATION.
 AQ1851
 AQ1851                          STATION RECOVERY (1990)
 AQ1851
 AQ1851'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1851'RECOVERED IN GOOD CONDITION.
 AQ1851
 AQ1851                          STATION RECOVERY (1995)
 AQ1851
 AQ1851'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1853 ***********************************************************************
 AQ1853  DESIGNATION -  79 78 A 53 FLDNR
 AQ1853  PID         -  AQ1853
 AQ1853  STATE/COUNTY-  FL/VOLUSIA
 AQ1853  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1853
 AQ1853                         *CURRENT SURVEY CONTROL
 AQ1853  ___________________________________________________________________
 AQ1853* NAD 83(1986)-  29 12 42.     (N)    081 00 03.     (W)     SCALED    
 AQ1853* NAVD 88     -         4.014  (meters)      13.17   (feet)  ADJUSTED  
 AQ1853  ___________________________________________________________________
 AQ1853  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1853  DYNAMIC HT  -           4.009 (meters)      13.15  (feet)  COMP
 AQ1853  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 AQ1853
 AQ1853  VERT ORDER  -  SECOND    CLASS II
 AQ1853
 AQ1853.The horizontal coordinates were scaled from a topographic map and have
 AQ1853.an estimated accuracy of +/- 6 seconds.
 AQ1853
 AQ1853.The orthometric height was determined by differential leveling
 AQ1853.and adjusted by the National Geodetic Survey in June 1991..
 AQ1853
 AQ1853.The geoid height was determined by GEOID03.
 AQ1853
 AQ1853.The dynamic height is computed by dividing the NAVD 88
 AQ1853.geopotential number by the normal gravity value computed on the
 AQ1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1853.degrees latitude (g = 980.6199 gals.).
 AQ1853
 AQ1853.The modeled gravity was interpolated from observed gravity values.
 AQ1853
 AQ1853;                    North         East    Units  Estimated Accuracy
 AQ1853;SPC FL E     -   540,490.      199,920.      MT  (+/- 180 meters Scaled)
 AQ1853
 AQ1853                          SUPERSEDED SURVEY CONTROL
 AQ1853
 AQ1853  NGVD 29 (09/01/92)    4.377  (m)           14.36   (f) ADJUSTED    2 2
 AQ1853
 AQ1853.Superseded values are not recommended for survey control.
 AQ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1853.See file dsdata.txt to determine how the superseded data were derived.
 AQ1853
 AQ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN999314(NAD 83)
 AQ1853_MARKER: DD = SURVEY DISK
 AQ1853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1853_SP_SET: CONCRETE DRIVEWAY
 AQ1853_STAMPING: 79 78 A53
 AQ1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1853
 AQ1853  HISTORY     - Date     Condition        Report By
 AQ1853  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1853  HISTORY     - 1990     GOOD             USPSQD
 AQ1853
 AQ1853                          STATION DESCRIPTION
 AQ1853
 AQ1853'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1853'2.2 MI EAST FROM DAYTONA BEACH.
 AQ1853'BEGIN AT THE INTERSECTION OF US92 AND US 1 IN DAYTONA BEACH. PROCEED
 AQ1853'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1853'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.8 MILE TO THE MARK. THE MARK
 AQ1853'BEARS 33 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 35.5
 AQ1853'FEET SOUTHEAST OF A POWERLINE POLE, AND 39.7 FEET NORTH NORTHWEST OF
 AQ1853'THE NORTHWEST CORNER OF THE SUN MOTEL OFFICE. MARK IS A FLORIDA
 AQ1853'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1853'OF TRANSPORTATION.
 AQ1853
 AQ1853                          STATION RECOVERY (1990)
 AQ1853
 AQ1853'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1852 ***********************************************************************
 AQ1852  DESIGNATION -  79 78 A 53 RM 1 FLDT
 AQ1852  PID         -  AQ1852
 AQ1852  STATE/COUNTY-  FL/VOLUSIA
 AQ1852  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1852
 AQ1852                         *CURRENT SURVEY CONTROL
 AQ1852  ___________________________________________________________________
 AQ1852* NAD 83(1986)-  29 12 42.     (N)    081 00 03.     (W)     SCALED    
 AQ1852* NAVD 88     -         4.002  (meters)      13.13   (feet)  ADJUSTED  
 AQ1852  ___________________________________________________________________
 AQ1852  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1852  DYNAMIC HT  -           3.997 (meters)      13.11  (feet)  COMP
 AQ1852  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 AQ1852
 AQ1852  VERT ORDER  -  SECOND    CLASS II
 AQ1852
 AQ1852.The horizontal coordinates were scaled from a topographic map and have
 AQ1852.an estimated accuracy of +/- 6 seconds.
 AQ1852
 AQ1852.The orthometric height was determined by differential leveling
 AQ1852.and adjusted by the National Geodetic Survey in June 1991..
 AQ1852
 AQ1852.The geoid height was determined by GEOID03.
 AQ1852
 AQ1852.The dynamic height is computed by dividing the NAVD 88
 AQ1852.geopotential number by the normal gravity value computed on the
 AQ1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1852.degrees latitude (g = 980.6199 gals.).
 AQ1852
 AQ1852.The modeled gravity was interpolated from observed gravity values.
 AQ1852
 AQ1852;                    North         East    Units  Estimated Accuracy
 AQ1852;SPC FL E     -   540,490.      199,920.      MT  (+/- 180 meters Scaled)
 AQ1852
 AQ1852                          SUPERSEDED SURVEY CONTROL
 AQ1852
 AQ1852  NGVD 29 (09/01/92)    4.364  (m)           14.32   (f) ADJUSTED    2 2
 AQ1852
 AQ1852.Superseded values are not recommended for survey control.
 AQ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1852.See file dsdata.txt to determine how the superseded data were derived.
 AQ1852
 AQ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN999314(NAD 83)
 AQ1852_MARKER: DD = SURVEY DISK
 AQ1852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1852_SP_SET: CONCRETE CURB
 AQ1852_STAMPING: 79 78 A53 RM NO 1
 AQ1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1852
 AQ1852  HISTORY     - Date     Condition        Report By
 AQ1852  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1852  HISTORY     - 1990     GOOD             USPSQD
 AQ1852
 AQ1852                          STATION DESCRIPTION
 AQ1852
 AQ1852'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1852'2.2 MI EAST FROM DAYTONA BEACH.
 AQ1852'BEGIN AT THE INTERSECTION OF US 92 AND SU 1 IN DAYTONA BEACH. PROCEED
 AQ1852'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1852'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.8 MILE TO THE MARK, WHICH
 AQ1852'BEARS 12.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF SUN MOTEL OFFICE,
 AQ1852'12.3 FEET NORTHEAST OF CENTER OF A METAL MAN HOLE COVER, AND 32 FEET
 AQ1852'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1852
 AQ1852                          STATION RECOVERY (1990)
 AQ1852
 AQ1852'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1854 ***********************************************************************
 AQ1854  DESIGNATION -  79 78 A 53 RM 2 FLDT
 AQ1854  PID         -  AQ1854
 AQ1854  STATE/COUNTY-  FL/VOLUSIA
 AQ1854  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1854
 AQ1854                         *CURRENT SURVEY CONTROL
 AQ1854  ___________________________________________________________________
 AQ1854* NAD 83(1986)-  29 12 42.     (N)    081 00 03.     (W)     SCALED    
 AQ1854* NAVD 88     -         4.040  (meters)      13.25   (feet)  ADJUSTED  
 AQ1854  ___________________________________________________________________
 AQ1854  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1854  DYNAMIC HT  -           4.035 (meters)      13.24  (feet)  COMP
 AQ1854  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 AQ1854
 AQ1854  VERT ORDER  -  SECOND    CLASS II
 AQ1854
 AQ1854.The horizontal coordinates were scaled from a topographic map and have
 AQ1854.an estimated accuracy of +/- 6 seconds.
 AQ1854
 AQ1854.The orthometric height was determined by differential leveling
 AQ1854.and adjusted by the National Geodetic Survey in June 1991..
 AQ1854
 AQ1854.The geoid height was determined by GEOID03.
 AQ1854
 AQ1854.The dynamic height is computed by dividing the NAVD 88
 AQ1854.geopotential number by the normal gravity value computed on the
 AQ1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1854.degrees latitude (g = 980.6199 gals.).
 AQ1854
 AQ1854.The modeled gravity was interpolated from observed gravity values.
 AQ1854
 AQ1854;                    North         East    Units  Estimated Accuracy
 AQ1854;SPC FL E     -   540,490.      199,920.      MT  (+/- 180 meters Scaled)
 AQ1854
 AQ1854                          SUPERSEDED SURVEY CONTROL
 AQ1854
 AQ1854  NGVD 29 (09/01/92)    4.403  (m)           14.45   (f) ADJUSTED    2 2
 AQ1854
 AQ1854.Superseded values are not recommended for survey control.
 AQ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1854.See file dsdata.txt to determine how the superseded data were derived.
 AQ1854
 AQ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN999314(NAD 83)
 AQ1854_MARKER: DD = SURVEY DISK
 AQ1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1854_SP_SET: CONCRETE CURB
 AQ1854_STAMPING: 79 78 A53 RM NO 2
 AQ1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1854
 AQ1854  HISTORY     - Date     Condition        Report By
 AQ1854  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1854  HISTORY     - 1990     GOOD             USPSQD
 AQ1854
 AQ1854                          STATION DESCRIPTION
 AQ1854
 AQ1854'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1854'2.2 MI EAST FROM DAYTONA BEACH.
 AQ1854'BEGIN AT THE INTERSECTION OF US 92 AND US 1 IN DAYTONA BEACH.
 AQ1854'PROCEED NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD
 AQ1854'A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.8 MILE TO THE MARK,
 AQ1854'WHICH BEARS 4.1 FEET SOUTHEAST OF A POWER POLE, 31.5 FEET SOUTHWEST OF
 AQ1854'CENTERLINE OF STATE ROAD A1A, AND 70.5 FEET NORTH NORTHWEST OF NORTH
 AQ1854'WEST CORNER OF SUN MOTEL OFFICE.
 AQ1854
 AQ1854                          STATION RECOVERY (1990)
 AQ1854
 AQ1854'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1856 ***********************************************************************
 AQ1856  DESIGNATION -  79 78 A 54 A FLDNR
 AQ1856  PID         -  AQ1856
 AQ1856  STATE/COUNTY-  FL/VOLUSIA
 AQ1856  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1856
 AQ1856                         *CURRENT SURVEY CONTROL
 AQ1856  ___________________________________________________________________
 AQ1856* NAD 83(1986)-  29 12 56.     (N)    081 00 09.     (W)     SCALED    
 AQ1856* NAVD 88     -         3.735  (meters)      12.25   (feet)  ADJUSTED  
 AQ1856  ___________________________________________________________________
 AQ1856  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1856  DYNAMIC HT  -           3.730 (meters)      12.24  (feet)  COMP
 AQ1856  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 AQ1856
 AQ1856  VERT ORDER  -  SECOND    CLASS II
 AQ1856
 AQ1856.The horizontal coordinates were scaled from a topographic map and have
 AQ1856.an estimated accuracy of +/- 6 seconds.
 AQ1856
 AQ1856.The orthometric height was determined by differential leveling
 AQ1856.and adjusted by the National Geodetic Survey in June 1991..
 AQ1856
 AQ1856.The geoid height was determined by GEOID03.
 AQ1856
 AQ1856.The dynamic height is computed by dividing the NAVD 88
 AQ1856.geopotential number by the normal gravity value computed on the
 AQ1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1856.degrees latitude (g = 980.6199 gals.).
 AQ1856
 AQ1856.The modeled gravity was interpolated from observed gravity values.
 AQ1856
 AQ1856;                    North         East    Units  Estimated Accuracy
 AQ1856;SPC FL E     -   540,920.      199,760.      MT  (+/- 180 meters Scaled)
 AQ1856
 AQ1856                          SUPERSEDED SURVEY CONTROL
 AQ1856
 AQ1856  NGVD 29 (09/01/92)    4.099  (m)           13.45   (f) ADJUSTED    2 2
 AQ1856
 AQ1856.Superseded values are not recommended for survey control.
 AQ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1856.See file dsdata.txt to determine how the superseded data were derived.
 AQ1856
 AQ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN997318(NAD 83)
 AQ1856_MARKER: DD = SURVEY DISK
 AQ1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1856_SP_SET: CONCRETE CURB
 AQ1856_STAMPING: 79 78 A54A
 AQ1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1856
 AQ1856  HISTORY     - Date     Condition        Report By
 AQ1856  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1856  HISTORY     - 1990     GOOD             USPSQD
 AQ1856
 AQ1856                          STATION DESCRIPTION
 AQ1856
 AQ1856'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1856'1.9 MI EAST FROM DAYTONA BEACH.
 AQ1856'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1856'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1856'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.5 MILE TO THE MARK IN FRONT
 AQ1856'OF MONTE CARLO BEACH MOTEL. THE MARK BEARS 14 FEET WEST OF SOUTHWEST
 AQ1856'CORNER OF OFFICE FOR MONTE CARLO BEACH MOTEL, 32.8 FEET NORTHEAST OF
 AQ1856'THE CENTERLINE OF STATE ROAD A1A, AND 37 FEET SOUTHEAST OF A POWERLINE
 AQ1856'POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1856'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1856
 AQ1856                          STATION RECOVERY (1990)
 AQ1856
 AQ1856'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1855 ***********************************************************************
 AQ1855  DESIGNATION -  79 78 A 54 FLDNR
 AQ1855  PID         -  AQ1855
 AQ1855  STATE/COUNTY-  FL/VOLUSIA
 AQ1855  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1855
 AQ1855                         *CURRENT SURVEY CONTROL
 AQ1855  ___________________________________________________________________
 AQ1855* NAD 83(1986)-  29 12 50.     (N)    081 00 08.     (W)     SCALED    
 AQ1855* NAVD 88     -         3.386  (meters)      11.11   (feet)  ADJUSTED  
 AQ1855  ___________________________________________________________________
 AQ1855  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1855  DYNAMIC HT  -           3.382 (meters)      11.10  (feet)  COMP
 AQ1855  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 AQ1855
 AQ1855  VERT ORDER  -  SECOND    CLASS II
 AQ1855
 AQ1855.The horizontal coordinates were scaled from a topographic map and have
 AQ1855.an estimated accuracy of +/- 6 seconds.
 AQ1855
 AQ1855.The orthometric height was determined by differential leveling
 AQ1855.and adjusted by the National Geodetic Survey in June 1991..
 AQ1855
 AQ1855.The geoid height was determined by GEOID03.
 AQ1855
 AQ1855.The dynamic height is computed by dividing the NAVD 88
 AQ1855.geopotential number by the normal gravity value computed on the
 AQ1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1855.degrees latitude (g = 980.6199 gals.).
 AQ1855
 AQ1855.The modeled gravity was interpolated from observed gravity values.
 AQ1855
 AQ1855;                    North         East    Units  Estimated Accuracy
 AQ1855;SPC FL E     -   540,740.      199,780.      MT  (+/- 180 meters Scaled)
 AQ1855
 AQ1855                          SUPERSEDED SURVEY CONTROL
 AQ1855
 AQ1855  NGVD 29 (09/01/92)    3.750  (m)           12.30   (f) ADJUSTED    2 2
 AQ1855
 AQ1855.Superseded values are not recommended for survey control.
 AQ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1855.See file dsdata.txt to determine how the superseded data were derived.
 AQ1855
 AQ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN997316(NAD 83)
 AQ1855_MARKER: DD = SURVEY DISK
 AQ1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1855_SP_SET: CONCRETE SIDEWALK
 AQ1855_STAMPING: 79 78 A54
 AQ1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1855
 AQ1855  HISTORY     - Date     Condition        Report By
 AQ1855  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1855  HISTORY     - 1990     GOOD             USPSQD
 AQ1855
 AQ1855                          STATION DESCRIPTION
 AQ1855
 AQ1855'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1855'2.0 MI EAST FROM DAYTONA BEACH.
 AQ1855'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1855'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1855'THENCE SOUTHEAST O STATE ROAD A1A FOR 0.6 MILE TO THE MARK, WHICH
 AQ1855'IS JUST NORTH OF PHOENIX AVENUE, AND BEARS 2.0 FEET SOUTHEAST OF A
 AQ1855'POWERLINE POLE, 36.3 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1855'A1A, AND 102 FEET NORTHWEST OF THE CENTERLINE OF PHOENIX AVENUE.
 AQ1855'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1855'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1855
 AQ1855                          STATION RECOVERY (1990)
 AQ1855
 AQ1855'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1857 ***********************************************************************
 AQ1857  DESIGNATION -  79 78 A 55 FLDNR
 AQ1857  PID         -  AQ1857
 AQ1857  STATE/COUNTY-  FL/VOLUSIA
 AQ1857  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1857
 AQ1857                         *CURRENT SURVEY CONTROL
 AQ1857  ___________________________________________________________________
 AQ1857* NAD 83(1986)-  29 13 04.     (N)    081 00 12.     (W)     SCALED    
 AQ1857* NAVD 88     -         4.204  (meters)      13.79   (feet)  ADJUSTED  
 AQ1857  ___________________________________________________________________
 AQ1857  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ1857  DYNAMIC HT  -           4.199 (meters)      13.78  (feet)  COMP
 AQ1857  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 AQ1857
 AQ1857  VERT ORDER  -  SECOND    CLASS II
 AQ1857
 AQ1857.The horizontal coordinates were scaled from a topographic map and have
 AQ1857.an estimated accuracy of +/- 6 seconds.
 AQ1857
 AQ1857.The orthometric height was determined by differential leveling
 AQ1857.and adjusted by the National Geodetic Survey in June 1991..
 AQ1857
 AQ1857.The geoid height was determined by GEOID03.
 AQ1857
 AQ1857.The dynamic height is computed by dividing the NAVD 88
 AQ1857.geopotential number by the normal gravity value computed on the
 AQ1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1857.degrees latitude (g = 980.6199 gals.).
 AQ1857
 AQ1857.The modeled gravity was interpolated from observed gravity values.
 AQ1857
 AQ1857;                    North         East    Units  Estimated Accuracy
 AQ1857;SPC FL E     -   541,170.      199,680.      MT  (+/- 180 meters Scaled)
 AQ1857
 AQ1857                          SUPERSEDED SURVEY CONTROL
 AQ1857
 AQ1857  NGVD 29 (09/01/92)    4.569  (m)           14.99   (f) ADJUSTED    2 2
 AQ1857
 AQ1857.Superseded values are not recommended for survey control.
 AQ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1857.See file dsdata.txt to determine how the superseded data were derived.
 AQ1857
 AQ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN996321(NAD 83)
 AQ1857_MARKER: DD = SURVEY DISK
 AQ1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1857_SP_SET: CONCRETE SIDEWALK
 AQ1857_STAMPING: 79 78 A55
 AQ1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1857
 AQ1857  HISTORY     - Date     Condition        Report By
 AQ1857  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1857  HISTORY     - 1990     GOOD             USPSQD
 AQ1857
 AQ1857                          STATION DESCRIPTION
 AQ1857
 AQ1857'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1857'1.8 MI EAST FROM DAYTONA BEACH.
 AQ1857'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1857'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1857'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.4 MILE TO THE JUNCTION OF
 AQ1857'REVILO AVENUE AND THE MARK. THE MARK BEARS 2.4 FEET WEST OF THE
 AQ1857'SOUTHWEST CORNER OF CONCRETE WALL, 5.1 FEET SOUTHEAST OF A POWERLINE
 AQ1857'POLE, 16.7 FEET SOUTHWEST OF THE CENTER OF SEA-SUN MOTEL OFFICE DOOR,
 AQ1857'32.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 47.4
 AQ1857'FEET NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE TO MOTEL. MARK
 AQ1857'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1857'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1857
 AQ1857                          STATION RECOVERY (1990)
 AQ1857
 AQ1857'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1861 ***********************************************************************
 AQ1861  DESIGNATION -  79 78 A 56 FLDNR
 AQ1861  PID         -  AQ1861
 AQ1861  STATE/COUNTY-  FL/VOLUSIA
 AQ1861  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1861
 AQ1861                         *CURRENT SURVEY CONTROL
 AQ1861  ___________________________________________________________________
 AQ1861* NAD 83(1986)-  29 13 31.     (N)    081 00 27.     (W)     SCALED    
 AQ1861* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 AQ1861  ___________________________________________________________________
 AQ1861  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1861  DYNAMIC HT  -           3.518 (meters)      11.54  (feet)  COMP
 AQ1861  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 AQ1861
 AQ1861  VERT ORDER  -  SECOND    CLASS II
 AQ1861
 AQ1861.The horizontal coordinates were scaled from a topographic map and have
 AQ1861.an estimated accuracy of +/- 6 seconds.
 AQ1861
 AQ1861.The orthometric height was determined by differential leveling
 AQ1861.and adjusted by the National Geodetic Survey in June 1991..
 AQ1861
 AQ1861.The geoid height was determined by GEOID03.
 AQ1861
 AQ1861.The dynamic height is computed by dividing the NAVD 88
 AQ1861.geopotential number by the normal gravity value computed on the
 AQ1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1861.degrees latitude (g = 980.6199 gals.).
 AQ1861
 AQ1861.The modeled gravity was interpolated from observed gravity values.
 AQ1861
 AQ1861;                    North         East    Units  Estimated Accuracy
 AQ1861;SPC FL E     -   542,000.      199,270.      MT  (+/- 180 meters Scaled)
 AQ1861
 AQ1861                          SUPERSEDED SURVEY CONTROL
 AQ1861
 AQ1861  NGVD 29 (09/01/92)    3.885  (m)           12.75   (f) ADJUSTED    2 2
 AQ1861
 AQ1861.Superseded values are not recommended for survey control.
 AQ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1861.See file dsdata.txt to determine how the superseded data were derived.
 AQ1861
 AQ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992329(NAD 83)
 AQ1861_MARKER: DD = SURVEY DISK
 AQ1861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1861_SP_SET: CONCRETE SIDEWALK
 AQ1861_STAMPING: 79 78 A56
 AQ1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1861
 AQ1861  HISTORY     - Date     Condition        Report By
 AQ1861  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1861  HISTORY     - 1990     GOOD             USPSQD
 AQ1861
 AQ1861                          STATION DESCRIPTION
 AQ1861
 AQ1861'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1861'1.7 MI EAST FROM DAYTONA BEACH.
 AQ1861'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1861'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1861'THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE JUNCTION OF
 AQ1861'HARVEY AVENUE AND THE MARK. THE MARK BEARS 7 FEET NORTHEAST OF JIFFY
 AQ1861'FOOD STORE SIGN POST, 33.0 FEET NORTHWEST OF THE CENTERLINE OF HARVEY
 AQ1861'STREET, 34.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1861'50.5 FEET EAST NORTHEAST OF THE FRONT DOOR TO JIFFY FOOD STORE.
 AQ1861'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1861'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1861
 AQ1861                          STATION RECOVERY (1990)
 AQ1861
 AQ1861'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1860 ***********************************************************************
 AQ1860  DESIGNATION -  79 78 A 56 RM 1 FLDT
 AQ1860  PID         -  AQ1860
 AQ1860  STATE/COUNTY-  FL/VOLUSIA
 AQ1860  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1860
 AQ1860                         *CURRENT SURVEY CONTROL
 AQ1860  ___________________________________________________________________
 AQ1860* NAD 83(1986)-  29 13 31.     (N)    081 00 27.     (W)     SCALED    
 AQ1860* NAVD 88     -         3.115  (meters)      10.22   (feet)  ADJUSTED  
 AQ1860  ___________________________________________________________________
 AQ1860  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1860  DYNAMIC HT  -           3.111 (meters)      10.21  (feet)  COMP
 AQ1860  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 AQ1860
 AQ1860  VERT ORDER  -  SECOND    CLASS II
 AQ1860
 AQ1860.The horizontal coordinates were scaled from a topographic map and have
 AQ1860.an estimated accuracy of +/- 6 seconds.
 AQ1860
 AQ1860.The orthometric height was determined by differential leveling
 AQ1860.and adjusted by the National Geodetic Survey in June 1991..
 AQ1860
 AQ1860.The geoid height was determined by GEOID03.
 AQ1860
 AQ1860.The dynamic height is computed by dividing the NAVD 88
 AQ1860.geopotential number by the normal gravity value computed on the
 AQ1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1860.degrees latitude (g = 980.6199 gals.).
 AQ1860
 AQ1860.The modeled gravity was interpolated from observed gravity values.
 AQ1860
 AQ1860;                    North         East    Units  Estimated Accuracy
 AQ1860;SPC FL E     -   542,000.      199,270.      MT  (+/- 180 meters Scaled)
 AQ1860
 AQ1860                          SUPERSEDED SURVEY CONTROL
 AQ1860
 AQ1860  NGVD 29 (09/01/92)    3.478  (m)           11.41   (f) ADJUSTED    2 2
 AQ1860
 AQ1860.Superseded values are not recommended for survey control.
 AQ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1860.See file dsdata.txt to determine how the superseded data were derived.
 AQ1860
 AQ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992329(NAD 83)
 AQ1860_MARKER: DD = SURVEY DISK
 AQ1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1860_SP_SET: CONCRETE CURB
 AQ1860_STAMPING: 79 78 A56 RM NO 1
 AQ1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1860
 AQ1860  HISTORY     - Date     Condition        Report By
 AQ1860  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1860
 AQ1860                          STATION DESCRIPTION
 AQ1860
 AQ1860'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1860'1.7 MI EAST FROM DAYTONA BEACH.
 AQ1860'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1860'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1860'THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE JUNCTION OF
 AQ1860'HARVEY AVENUE AND THE MARK. THE MARK BEARS 14.5 FEET NORTHWEST OF THE
 AQ1860'CENTERLINE OF HARVEY AVENUE, 16.3 FEET SOUTH OF A SIGN POST FOR JIFFY
 AQ1860'FOOD STORE, AND 43.5 FEET SOUTHEAST OF FRONT DOOR TO FOOD STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1862 ***********************************************************************
 AQ1862  DESIGNATION -  79 78 A 56 RM 2 FLDT
 AQ1862  PID         -  AQ1862
 AQ1862  STATE/COUNTY-  FL/VOLUSIA
 AQ1862  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1862
 AQ1862                         *CURRENT SURVEY CONTROL
 AQ1862  ___________________________________________________________________
 AQ1862* NAD 83(1986)-  29 13 31.     (N)    081 00 27.     (W)     SCALED    
 AQ1862* NAVD 88     -         3.520  (meters)      11.55   (feet)  ADJUSTED  
 AQ1862  ___________________________________________________________________
 AQ1862  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1862  DYNAMIC HT  -           3.515 (meters)      11.53  (feet)  COMP
 AQ1862  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 AQ1862
 AQ1862  VERT ORDER  -  SECOND    CLASS II
 AQ1862
 AQ1862.The horizontal coordinates were scaled from a topographic map and have
 AQ1862.an estimated accuracy of +/- 6 seconds.
 AQ1862
 AQ1862.The orthometric height was determined by differential leveling
 AQ1862.and adjusted by the National Geodetic Survey in June 1991..
 AQ1862
 AQ1862.The geoid height was determined by GEOID03.
 AQ1862
 AQ1862.The dynamic height is computed by dividing the NAVD 88
 AQ1862.geopotential number by the normal gravity value computed on the
 AQ1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1862.degrees latitude (g = 980.6199 gals.).
 AQ1862
 AQ1862.The modeled gravity was interpolated from observed gravity values.
 AQ1862
 AQ1862;                    North         East    Units  Estimated Accuracy
 AQ1862;SPC FL E     -   542,000.      199,270.      MT  (+/- 180 meters Scaled)
 AQ1862
 AQ1862                          SUPERSEDED SURVEY CONTROL
 AQ1862
 AQ1862  NGVD 29 (09/01/92)    3.882  (m)           12.74   (f) ADJUSTED    2 2
 AQ1862
 AQ1862.Superseded values are not recommended for survey control.
 AQ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1862.See file dsdata.txt to determine how the superseded data were derived.
 AQ1862
 AQ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992329(NAD 83)
 AQ1862_MARKER: DD = SURVEY DISK
 AQ1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1862_SP_SET: CONCRETE CURB
 AQ1862_STAMPING: 79 78 A56 RM NO 2
 AQ1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1862
 AQ1862  HISTORY     - Date     Condition        Report By
 AQ1862  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1862  HISTORY     - 1990     GOOD             USPSQD
 AQ1862  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1862
 AQ1862                          STATION DESCRIPTION
 AQ1862
 AQ1862'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1862'1.7 MI EAST FROM DAYTONA BEACH.
 AQ1862'BEGIN AT THE INTERSECTION OF US 92 AND US 1 IN DAYTONA BEACH. PROCEED
 AQ1862'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1862'THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE JUNCTION OF
 AQ1862'HARVEY AVENUE AND THE MARK. THE MARK BEARS 25 FEET NORTH OF A JIFFY
 AQ1862'FOOD STORE SIGN POST, 32.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 AQ1862'ROAD A1A, AND 54 FEET NORTHEAST OF THE FRONT DOOR TO JIFFY FOOD STORE.
 AQ1862
 AQ1862                          STATION RECOVERY (1990)
 AQ1862
 AQ1862'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1862'RECOVERED IN GOOD CONDITION.
 AQ1862
 AQ1862                          STATION RECOVERY (2006)
 AQ1862
 AQ1862'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1862'JIFFY STORE GONE.  NEW SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1863 ***********************************************************************
 AQ1863  DESIGNATION -  79 78 A 57 FLDNR
 AQ1863  PID         -  AQ1863
 AQ1863  STATE/COUNTY-  FL/VOLUSIA
 AQ1863  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1863
 AQ1863                         *CURRENT SURVEY CONTROL
 AQ1863  ___________________________________________________________________
 AQ1863* NAD 83(1986)-  29 13 51.     (N)    081 00 36.     (W)     SCALED    
 AQ1863* NAVD 88     -         3.536  (meters)      11.60   (feet)  ADJUSTED  
 AQ1863  ___________________________________________________________________
 AQ1863  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1863  DYNAMIC HT  -           3.531 (meters)      11.58  (feet)  COMP
 AQ1863  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 AQ1863
 AQ1863  VERT ORDER  -  SECOND    CLASS II
 AQ1863
 AQ1863.The horizontal coordinates were scaled from a topographic map and have
 AQ1863.an estimated accuracy of +/- 6 seconds.
 AQ1863
 AQ1863.The orthometric height was determined by differential leveling
 AQ1863.and adjusted by the National Geodetic Survey in June 1991..
 AQ1863
 AQ1863.The geoid height was determined by GEOID03.
 AQ1863
 AQ1863.The dynamic height is computed by dividing the NAVD 88
 AQ1863.geopotential number by the normal gravity value computed on the
 AQ1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1863.degrees latitude (g = 980.6199 gals.).
 AQ1863
 AQ1863.The modeled gravity was interpolated from observed gravity values.
 AQ1863
 AQ1863;                    North         East    Units  Estimated Accuracy
 AQ1863;SPC FL E     -   542,610.      199,030.      MT  (+/- 180 meters Scaled)
 AQ1863
 AQ1863                          SUPERSEDED SURVEY CONTROL
 AQ1863
 AQ1863  NGVD 29 (09/01/92)    3.897  (m)           12.79   (f) ADJUSTED    2 2
 AQ1863
 AQ1863.Superseded values are not recommended for survey control.
 AQ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1863.See file dsdata.txt to determine how the superseded data were derived.
 AQ1863
 AQ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN990335(NAD 83)
 AQ1863_MARKER: DD = SURVEY DISK
 AQ1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1863_SP_SET: CONCRETE SIDEWALK
 AQ1863_STAMPING: 79 78 A57
 AQ1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1863
 AQ1863  HISTORY     - Date     Condition        Report By
 AQ1863  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1863  HISTORY     - 1990     GOOD             USPSQD
 AQ1863  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1863
 AQ1863                          STATION DESCRIPTION
 AQ1863
 AQ1863'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1863'2.1 MI NE FROM DAYTONA BEACH.
 AQ1863'BEGIN AT THE INTERSECTION OF US 92 AND US 1 IN DAYTONA BEACH. PROCEED
 AQ1863'NORTHEAST ON US 92 FOR 1.4 MILES TO THE INTERSECTION OF STATE ROAD
 AQ1863'A1A, THENCE NORTHWEST OF STATE ROAD A1A FOR 0.7 MILE TO THE MARK AT
 AQ1863'226 NORTH ATLANTIC AVENUE. THE MARK BEARS 20.2 FEET NORTHWEST OF A
 AQ1863'POWERLINE POLE, 23.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AQ1863'A1A, 38.5 FEET WEST OF THE NORTHWEST CORNER OF A GRAY TWO-STORY
 AQ1863'BUILDING, AND 46.5 FEET SOUTHWEST OF A 12 INCH PALM TREE. MARK IS A
 AQ1863'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1863'DEPARTMENT OF TRANSPORTATION.
 AQ1863
 AQ1863                          STATION RECOVERY (1990)
 AQ1863
 AQ1863'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1863'RECOVERED IN GOOD CONDITION.
 AQ1863
 AQ1863                          STATION RECOVERY (2006)
 AQ1863
 AQ1863'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1863'NEW LARGE HILTON HOTEL COMPLEX HERE NOW AND NEW SIDEWALK ALL ALONG THE
 AQ1863'FRONT OF THE BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1865 ***********************************************************************
 AQ1865  DESIGNATION -  79 78 A 58 FLDNR
 AQ1865  PID         -  AQ1865
 AQ1865  STATE/COUNTY-  FL/VOLUSIA
 AQ1865  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1865
 AQ1865                         *CURRENT SURVEY CONTROL
 AQ1865  ___________________________________________________________________
 AQ1865* NAD 83(1986)-  29 14 14.     (N)    081 00 48.     (W)     SCALED    
 AQ1865* NAVD 88     -         3.464  (meters)      11.36   (feet)  ADJUSTED  
 AQ1865  ___________________________________________________________________
 AQ1865  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1865  DYNAMIC HT  -           3.460 (meters)      11.35  (feet)  COMP
 AQ1865  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 AQ1865
 AQ1865  VERT ORDER  -  SECOND    CLASS II
 AQ1865
 AQ1865.The horizontal coordinates were scaled from a topographic map and have
 AQ1865.an estimated accuracy of +/- 6 seconds.
 AQ1865
 AQ1865.The orthometric height was determined by differential leveling
 AQ1865.and adjusted by the National Geodetic Survey in June 1991..
 AQ1865
 AQ1865.The geoid height was determined by GEOID03.
 AQ1865
 AQ1865.The dynamic height is computed by dividing the NAVD 88
 AQ1865.geopotential number by the normal gravity value computed on the
 AQ1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1865.degrees latitude (g = 980.6199 gals.).
 AQ1865
 AQ1865.The modeled gravity was interpolated from observed gravity values.
 AQ1865
 AQ1865;                    North         East    Units  Estimated Accuracy
 AQ1865;SPC FL E     -   543,320.      198,700.      MT  (+/- 180 meters Scaled)
 AQ1865
 AQ1865                          SUPERSEDED SURVEY CONTROL
 AQ1865
 AQ1865  NGVD 29 (09/01/92)    3.822  (m)           12.54   (f) ADJUSTED    2 2
 AQ1865
 AQ1865.Superseded values are not recommended for survey control.
 AQ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1865.See file dsdata.txt to determine how the superseded data were derived.
 AQ1865
 AQ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN987342(NAD 83)
 AQ1865_MARKER: DD = SURVEY DISK
 AQ1865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1865_SP_SET: CONCRETE SIDEWALK
 AQ1865_STAMPING: 79 78 A58
 AQ1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1865
 AQ1865  HISTORY     - Date     Condition        Report By
 AQ1865  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1865  HISTORY     - 1990     GOOD             USPSQD
 AQ1865  HISTORY     - 20051217 GOOD             USPSQD
 AQ1865
 AQ1865                          STATION DESCRIPTION
 AQ1865
 AQ1865'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1865'2.6 MI NE FROM DAYTONA BEACH.
 AQ1865'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1865'NORTHEAST FOR 1.4 MILES ON US 92 TO THE JUNCTION OF STATE ROAD A1A,
 AQ1865'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.2 MILES TO THE JUNCTION OF
 AQ1865'GLENVIEW BOULEVARD AND THE MARK. THE MARK BEARS 2.1 FEET EAST OF THE
 AQ1865'WEST EDGE OF THE SIDEWALK, 3.1 FEET NORTH OF A CONCRETE STREET LIGHT
 AQ1865'POLE, 30.4 FEET SOUTH OF THE CENTERLINE OF GLENVIEW BOULEVARD, 37.5
 AQ1865'FEET SOUTHWEST OF THE CENTERLINE OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1865'AND 60.8 FEET NORTH NORTHEAST OF NORTHEAST CORNER OF GULF OIL SERVICE
 AQ1865'STATION. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1865'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1865
 AQ1865                          STATION RECOVERY (1990)
 AQ1865
 AQ1865'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1865'RECOVERED IN GOOD CONDITION.
 AQ1865
 AQ1865                          STATION RECOVERY (2005)
 AQ1865
 AQ1865'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1864 ***********************************************************************
 AQ1864  DESIGNATION -  79 78 A 58 RM 1 FLDT
 AQ1864  PID         -  AQ1864
 AQ1864  STATE/COUNTY-  FL/VOLUSIA
 AQ1864  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1864
 AQ1864                         *CURRENT SURVEY CONTROL
 AQ1864  ___________________________________________________________________
 AQ1864* NAD 83(1986)-  29 14 14.     (N)    081 00 48.     (W)     SCALED    
 AQ1864* NAVD 88     -         3.455  (meters)      11.34   (feet)  ADJUSTED  
 AQ1864  ___________________________________________________________________
 AQ1864  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1864  DYNAMIC HT  -           3.450 (meters)      11.32  (feet)  COMP
 AQ1864  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 AQ1864
 AQ1864  VERT ORDER  -  SECOND    CLASS II
 AQ1864
 AQ1864.The horizontal coordinates were scaled from a topographic map and have
 AQ1864.an estimated accuracy of +/- 6 seconds.
 AQ1864
 AQ1864.The orthometric height was determined by differential leveling
 AQ1864.and adjusted by the National Geodetic Survey in June 1991..
 AQ1864
 AQ1864.The geoid height was determined by GEOID03.
 AQ1864
 AQ1864.The dynamic height is computed by dividing the NAVD 88
 AQ1864.geopotential number by the normal gravity value computed on the
 AQ1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1864.degrees latitude (g = 980.6199 gals.).
 AQ1864
 AQ1864.The modeled gravity was interpolated from observed gravity values.
 AQ1864
 AQ1864;                    North         East    Units  Estimated Accuracy
 AQ1864;SPC FL E     -   543,320.      198,700.      MT  (+/- 180 meters Scaled)
 AQ1864
 AQ1864                          SUPERSEDED SURVEY CONTROL
 AQ1864
 AQ1864  NGVD 29 (09/01/92)    3.813  (m)           12.51   (f) ADJUSTED    2 2
 AQ1864
 AQ1864.Superseded values are not recommended for survey control.
 AQ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1864.See file dsdata.txt to determine how the superseded data were derived.
 AQ1864
 AQ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN987342(NAD 83)
 AQ1864_MARKER: DD = SURVEY DISK
 AQ1864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1864_SP_SET: CONCRETE CURB
 AQ1864_STAMPING: 79 78 A58 RM NO 1
 AQ1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1864
 AQ1864  HISTORY     - Date     Condition        Report By
 AQ1864  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1864  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1864
 AQ1864                          STATION DESCRIPTION
 AQ1864
 AQ1864'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1864'2.6 MI NE FROM DAYTONA BEACH.
 AQ1864'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1864'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1864'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.2 MILES TO THE JUNCTION OF
 AQ1864'GLENVIEW BOULEVARD AND THE MARK, WHICH BEARS 14 FEET SOUTHEAST OF A
 AQ1864'STREET LIGHT POLE, 32 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1864'A1A, AND 39.5 FEET NORTH OF A GULF OIL SIGN POST.
 AQ1864
 AQ1864                          STATION RECOVERY (1990)
 AQ1864
 AQ1864'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1866 ***********************************************************************
 AQ1866  DESIGNATION -  79 78 A 58 RM 2 FLDT
 AQ1866  PID         -  AQ1866
 AQ1866  STATE/COUNTY-  FL/VOLUSIA
 AQ1866  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1866
 AQ1866                         *CURRENT SURVEY CONTROL
 AQ1866  ___________________________________________________________________
 AQ1866* NAD 83(1986)-  29 14 14.     (N)    081 00 48.     (W)     SCALED    
 AQ1866* NAVD 88     -         3.459  (meters)      11.35   (feet)  ADJUSTED  
 AQ1866  ___________________________________________________________________
 AQ1866  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1866  DYNAMIC HT  -           3.455 (meters)      11.34  (feet)  COMP
 AQ1866  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 AQ1866
 AQ1866  VERT ORDER  -  SECOND    CLASS II
 AQ1866
 AQ1866.The horizontal coordinates were scaled from a topographic map and have
 AQ1866.an estimated accuracy of +/- 6 seconds.
 AQ1866
 AQ1866.The orthometric height was determined by differential leveling
 AQ1866.and adjusted by the National Geodetic Survey in June 1991..
 AQ1866
 AQ1866.The geoid height was determined by GEOID03.
 AQ1866
 AQ1866.The dynamic height is computed by dividing the NAVD 88
 AQ1866.geopotential number by the normal gravity value computed on the
 AQ1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1866.degrees latitude (g = 980.6199 gals.).
 AQ1866
 AQ1866.The modeled gravity was interpolated from observed gravity values.
 AQ1866
 AQ1866;                    North         East    Units  Estimated Accuracy
 AQ1866;SPC FL E     -   543,320.      198,700.      MT  (+/- 180 meters Scaled)
 AQ1866
 AQ1866                          SUPERSEDED SURVEY CONTROL
 AQ1866
 AQ1866  NGVD 29 (09/01/92)    3.817  (m)           12.52   (f) ADJUSTED    2 2
 AQ1866
 AQ1866.Superseded values are not recommended for survey control.
 AQ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1866.See file dsdata.txt to determine how the superseded data were derived.
 AQ1866
 AQ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN987342(NAD 83)
 AQ1866_MARKER: DD = SURVEY DISK
 AQ1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1866_SP_SET: CONCRETE CURB
 AQ1866_STAMPING: 79 78 A58 RM NO 2
 AQ1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1866
 AQ1866  HISTORY     - Date     Condition        Report By
 AQ1866  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1866  HISTORY     - 1990     GOOD             USPSQD
 AQ1866  HISTORY     - 20060112 GOOD             USPSQD
 AQ1866
 AQ1866                          STATION DESCRIPTION
 AQ1866
 AQ1866'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1866'2.6 MI NE FROM DAYTONA BEACH.
 AQ1866'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1866'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1866'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.2 MILES TO THE JUNCTION OF
 AQ1866'GLENVIEW BOULEVARD AND THE MARK. THE MARK BEARS 7.2 FEET NORTH OF THE
 AQ1866'NORTH EDGE OF THE SIDEWALK, 14.8 FEET SOUTH OF THE CENTERLINE OF
 AQ1866'GLENVIEW BOULEVARD, AND 20.8 FEET NORTHWEST OF CONCRETE STREET LIGHT
 AQ1866'POLE.
 AQ1866
 AQ1866                          STATION RECOVERY (1990)
 AQ1866
 AQ1866'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1866'RECOVERED IN GOOD CONDITION.
 AQ1866
 AQ1866                          STATION RECOVERY (2006)
 AQ1866
 AQ1866'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1867 ***********************************************************************
 AQ1867  DESIGNATION -  79 78 A 59 FLDNR
 AQ1867  PID         -  AQ1867
 AQ1867  STATE/COUNTY-  FL/VOLUSIA
 AQ1867  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1867
 AQ1867                         *CURRENT SURVEY CONTROL
 AQ1867  ___________________________________________________________________
 AQ1867* NAD 83(1986)-  29 14 38.     (N)    081 00 59.     (W)     SCALED    
 AQ1867* NAVD 88     -         3.699  (meters)      12.14   (feet)  ADJUSTED  
 AQ1867  ___________________________________________________________________
 AQ1867  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AQ1867  DYNAMIC HT  -           3.694 (meters)      12.12  (feet)  COMP
 AQ1867  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AQ1867
 AQ1867  VERT ORDER  -  SECOND    CLASS II
 AQ1867
 AQ1867.The horizontal coordinates were scaled from a topographic map and have
 AQ1867.an estimated accuracy of +/- 6 seconds.
 AQ1867
 AQ1867.The orthometric height was determined by differential leveling
 AQ1867.and adjusted by the National Geodetic Survey in June 1991..
 AQ1867
 AQ1867.The geoid height was determined by GEOID03.
 AQ1867
 AQ1867.The dynamic height is computed by dividing the NAVD 88
 AQ1867.geopotential number by the normal gravity value computed on the
 AQ1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1867.degrees latitude (g = 980.6199 gals.).
 AQ1867
 AQ1867.The modeled gravity was interpolated from observed gravity values.
 AQ1867
 AQ1867;                    North         East    Units  Estimated Accuracy
 AQ1867;SPC FL E     -   544,060.      198,410.      MT  (+/- 180 meters Scaled)
 AQ1867
 AQ1867                          SUPERSEDED SURVEY CONTROL
 AQ1867
 AQ1867  NGVD 29 (09/01/92)    4.054  (m)           13.30   (f) ADJUSTED    2 2
 AQ1867
 AQ1867.Superseded values are not recommended for survey control.
 AQ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1867.See file dsdata.txt to determine how the superseded data were derived.
 AQ1867
 AQ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN984350(NAD 83)
 AQ1867_MARKER: DD = SURVEY DISK
 AQ1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1867_SP_SET: CONCRETE POST
 AQ1867_STAMPING: 79 78 A59
 AQ1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1867+STABILITY: SURFACE MOTION
 AQ1867
 AQ1867  HISTORY     - Date     Condition        Report By
 AQ1867  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1867  HISTORY     - 1990     GOOD             USPSQD
 AQ1867
 AQ1867                          STATION DESCRIPTION
 AQ1867
 AQ1867'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1867'3.1 MI NE FROM DAYTONA BEACH.
 AQ1867'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1867'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A ,
 AQ1867'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.7 MILES TO THE MARK, IN FRONT
 AQ1867'OF AND ACROSS ROAD FROM CAMELLIA MOTEL. THE MARK BEARS 6.9 FEET SOUTH
 AQ1867'WEST OF A TELEPHONE JUNCTION BOX, 11.2 FEET NORTHWEST OF THE CENTER OF
 AQ1867'A CONCRETE DRIVEWAY, 20.9 FEET NORTH NORTHWEST OF A CONCRETE POWERLINE
 AQ1867'POLE, AND 33.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1867'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1867'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1867
 AQ1867                          STATION RECOVERY (1990)
 AQ1867
 AQ1867'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1868 ***********************************************************************
 AQ1868  DESIGNATION -  79 78 A 60 RM 1 FLDT
 AQ1868  PID         -  AQ1868
 AQ1868  STATE/COUNTY-  FL/VOLUSIA
 AQ1868  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1868
 AQ1868                         *CURRENT SURVEY CONTROL
 AQ1868  ___________________________________________________________________
 AQ1868* NAD 83(1986)-  29 15 06.     (N)    081 01 13.     (W)     SCALED    
 AQ1868* NAVD 88     -         3.347  (meters)      10.98   (feet)  ADJUSTED  
 AQ1868  ___________________________________________________________________
 AQ1868  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ1868  DYNAMIC HT  -           3.343 (meters)      10.97  (feet)  COMP
 AQ1868  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AQ1868
 AQ1868  VERT ORDER  -  SECOND    CLASS II
 AQ1868
 AQ1868.The horizontal coordinates were scaled from a topographic map and have
 AQ1868.an estimated accuracy of +/- 6 seconds.
 AQ1868
 AQ1868.The orthometric height was determined by differential leveling
 AQ1868.and adjusted by the National Geodetic Survey in June 1991..
 AQ1868
 AQ1868.The geoid height was determined by GEOID03.
 AQ1868
 AQ1868.The dynamic height is computed by dividing the NAVD 88
 AQ1868.geopotential number by the normal gravity value computed on the
 AQ1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1868.degrees latitude (g = 980.6199 gals.).
 AQ1868
 AQ1868.The modeled gravity was interpolated from observed gravity values.
 AQ1868
 AQ1868;                    North         East    Units  Estimated Accuracy
 AQ1868;SPC FL E     -   544,920.      198,030.      MT  (+/- 180 meters Scaled)
 AQ1868
 AQ1868                          SUPERSEDED SURVEY CONTROL
 AQ1868
 AQ1868  NGVD 29 (09/01/92)    3.704  (m)           12.15   (f) ADJUSTED    2 2
 AQ1868
 AQ1868.Superseded values are not recommended for survey control.
 AQ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1868.See file dsdata.txt to determine how the superseded data were derived.
 AQ1868
 AQ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN980358(NAD 83)
 AQ1868_MARKER: DD = SURVEY DISK
 AQ1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1868_SP_SET: CONCRETE CURB
 AQ1868_STAMPING: 79 78 A60 RM NO 1
 AQ1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1868
 AQ1868  HISTORY     - Date     Condition        Report By
 AQ1868  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1868  HISTORY     - 1990     GOOD             USPSQD
 AQ1868
 AQ1868                          STATION DESCRIPTION
 AQ1868
 AQ1868'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1868'4.5 MI SE FROM ORMOND BEACH.
 AQ1868'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1868'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1868'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 3.0 MILES TO
 AQ1868'THE JUNCTION OF NAUTILUS AVENUE AND THE MARK. THE MARK BEARS 7.8 FEET
 AQ1868'SOUTHEAST OF THE SOUTH EDGE OF SIDEWALK, 17 FEET NORTHWEST OF THE
 AQ1868'CENTERLINE OF NAUTILUS AVENUE, AND 32 FEET SOUTH OF A FIRE HYDRANT.
 AQ1868
 AQ1868                          STATION RECOVERY (1990)
 AQ1868
 AQ1868'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1870 ***********************************************************************
 AQ1870  DESIGNATION -  79 78 A 60 RM 2 FLDT
 AQ1870  PID         -  AQ1870
 AQ1870  STATE/COUNTY-  FL/VOLUSIA
 AQ1870  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1870
 AQ1870                         *CURRENT SURVEY CONTROL
 AQ1870  ___________________________________________________________________
 AQ1870* NAD 83(1986)-  29 15 06.     (N)    081 01 13.     (W)     SCALED    
 AQ1870* NAVD 88     -         3.420  (meters)      11.22   (feet)  ADJUSTED  
 AQ1870  ___________________________________________________________________
 AQ1870  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ1870  DYNAMIC HT  -           3.415 (meters)      11.20  (feet)  COMP
 AQ1870  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AQ1870
 AQ1870  VERT ORDER  -  SECOND    CLASS II
 AQ1870
 AQ1870.The horizontal coordinates were scaled from a topographic map and have
 AQ1870.an estimated accuracy of +/- 6 seconds.
 AQ1870
 AQ1870.The orthometric height was determined by differential leveling
 AQ1870.and adjusted by the National Geodetic Survey in June 1991..
 AQ1870
 AQ1870.The geoid height was determined by GEOID03.
 AQ1870
 AQ1870.The dynamic height is computed by dividing the NAVD 88
 AQ1870.geopotential number by the normal gravity value computed on the
 AQ1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1870.degrees latitude (g = 980.6199 gals.).
 AQ1870
 AQ1870.The modeled gravity was interpolated from observed gravity values.
 AQ1870
 AQ1870;                    North         East    Units  Estimated Accuracy
 AQ1870;SPC FL E     -   544,920.      198,030.      MT  (+/- 180 meters Scaled)
 AQ1870
 AQ1870                          SUPERSEDED SURVEY CONTROL
 AQ1870
 AQ1870  NGVD 29 (09/01/92)    3.776  (m)           12.39   (f) ADJUSTED    2 2
 AQ1870
 AQ1870.Superseded values are not recommended for survey control.
 AQ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1870.See file dsdata.txt to determine how the superseded data were derived.
 AQ1870
 AQ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN980358(NAD 83)
 AQ1870_MARKER: DD = SURVEY DISK
 AQ1870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1870_SP_SET: CONCRETE CURB
 AQ1870_STAMPING: 79 78 A60 RM NO 2
 AQ1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1870
 AQ1870  HISTORY     - Date     Condition        Report By
 AQ1870  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1870  HISTORY     - 1990     GOOD             USPSQD
 AQ1870
 AQ1870                          STATION DESCRIPTION
 AQ1870
 AQ1870'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1870'4.5 MI SE FROM ORMOND BEACH.
 AQ1870'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1870'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1870'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 3 MILES TO THE
 AQ1870'JUNCTION OF NAUTILUS AVENUE AND THE MARK, WHICH BEARS 8.7 FEET EAST OF
 AQ1870'THE CENTER OF STEPS TO HOUSE NUMBER 1501, 27 FEET NORTH NORTHWEST OF A
 AQ1870'FIRE HYDRANT, AND 32 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1870'A1A.
 AQ1870
 AQ1870                          STATION RECOVERY (1990)
 AQ1870
 AQ1870'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1872 ***********************************************************************
 AQ1872  DESIGNATION -  79 78 A 61 FLDNR
 AQ1872  PID         -  AQ1872
 AQ1872  STATE/COUNTY-  FL/VOLUSIA
 AQ1872  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1872
 AQ1872                         *CURRENT SURVEY CONTROL
 AQ1872  ___________________________________________________________________
 AQ1872* NAD 83(1986)-  29 15 35.     (N)    081 01 25.     (W)     SCALED    
 AQ1872* NAVD 88     -         4.008  (meters)      13.15   (feet)  ADJUSTED  
 AQ1872  ___________________________________________________________________
 AQ1872  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AQ1872  DYNAMIC HT  -           4.003 (meters)      13.13  (feet)  COMP
 AQ1872  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AQ1872
 AQ1872  VERT ORDER  -  SECOND    CLASS II
 AQ1872
 AQ1872.The horizontal coordinates were scaled from a topographic map and have
 AQ1872.an estimated accuracy of +/- 6 seconds.
 AQ1872
 AQ1872.The orthometric height was determined by differential leveling
 AQ1872.and adjusted by the National Geodetic Survey in June 1991..
 AQ1872
 AQ1872.The geoid height was determined by GEOID03.
 AQ1872
 AQ1872.The dynamic height is computed by dividing the NAVD 88
 AQ1872.geopotential number by the normal gravity value computed on the
 AQ1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1872.degrees latitude (g = 980.6199 gals.).
 AQ1872
 AQ1872.The modeled gravity was interpolated from observed gravity values.
 AQ1872
 AQ1872;                    North         East    Units  Estimated Accuracy
 AQ1872;SPC FL E     -   545,820.      197,710.      MT  (+/- 180 meters Scaled)
 AQ1872
 AQ1872                          SUPERSEDED SURVEY CONTROL
 AQ1872
 AQ1872  NGVD 29 (09/01/92)    4.360  (m)           14.30   (f) ADJUSTED    2 2
 AQ1872
 AQ1872.Superseded values are not recommended for survey control.
 AQ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1872.See file dsdata.txt to determine how the superseded data were derived.
 AQ1872
 AQ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN977367(NAD 83)
 AQ1872_MARKER: DD = SURVEY DISK
 AQ1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1872_SP_SET: CONCRETE POST
 AQ1872_STAMPING: 79 78 A61
 AQ1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1872+STABILITY: SURFACE MOTION
 AQ1872
 AQ1872  HISTORY     - Date     Condition        Report By
 AQ1872  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1872  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1872
 AQ1872                          STATION DESCRIPTION
 AQ1872
 AQ1872'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1872'4.0 MI SE FROM ORMIND BEACH.
 AQ1872'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1872'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1872'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 2.5 MILES TO
 AQ1872'THE MARK, IN FRONT OF HOUSE NUMBER 2308. THE MARK BEARS 6.3 FEET SOUTH
 AQ1872'WEST OF CONCRETE WALL, 24 FEET NORTHWEST OF THE CENTER OF SOUTH
 AQ1872'ENTRANCE OF CIRCULAR DRIVE, 25 FEET SOUTHEAST OF CENTER OF NORTH
 AQ1872'ENTRANCE TO CIRCULAR DRIVE, AND 34.2 FEET NORTHEAST OF THE CENTERLINE
 AQ1872'OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1872'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1872
 AQ1872                          STATION RECOVERY (1990)
 AQ1872
 AQ1872'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1871 ***********************************************************************
 AQ1871  DESIGNATION -  79 78 A 61 RM 1 FLDT
 AQ1871  PID         -  AQ1871
 AQ1871  STATE/COUNTY-  FL/VOLUSIA
 AQ1871  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1871
 AQ1871                         *CURRENT SURVEY CONTROL
 AQ1871  ___________________________________________________________________
 AQ1871* NAD 83(1986)-  29 15 35.     (N)    081 01 25.     (W)     SCALED    
 AQ1871* NAVD 88     -         3.905  (meters)      12.81   (feet)  ADJUSTED  
 AQ1871  ___________________________________________________________________
 AQ1871  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AQ1871  DYNAMIC HT  -           3.900 (meters)      12.80  (feet)  COMP
 AQ1871  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AQ1871
 AQ1871  VERT ORDER  -  SECOND    CLASS II
 AQ1871
 AQ1871.The horizontal coordinates were scaled from a topographic map and have
 AQ1871.an estimated accuracy of +/- 6 seconds.
 AQ1871
 AQ1871.The orthometric height was determined by differential leveling
 AQ1871.and adjusted by the National Geodetic Survey in June 1991..
 AQ1871
 AQ1871.The geoid height was determined by GEOID03.
 AQ1871
 AQ1871.The dynamic height is computed by dividing the NAVD 88
 AQ1871.geopotential number by the normal gravity value computed on the
 AQ1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1871.degrees latitude (g = 980.6199 gals.).
 AQ1871
 AQ1871.The modeled gravity was interpolated from observed gravity values.
 AQ1871
 AQ1871;                    North         East    Units  Estimated Accuracy
 AQ1871;SPC FL E     -   545,820.      197,710.      MT  (+/- 180 meters Scaled)
 AQ1871
 AQ1871                          SUPERSEDED SURVEY CONTROL
 AQ1871
 AQ1871  NGVD 29 (09/01/92)    4.258  (m)           13.97   (f) ADJUSTED    2 2
 AQ1871
 AQ1871.Superseded values are not recommended for survey control.
 AQ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1871.See file dsdata.txt to determine how the superseded data were derived.
 AQ1871
 AQ1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN977367(NAD 83)
 AQ1871_MARKER: DD = SURVEY DISK
 AQ1871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1871_SP_SET: CONCRETE CURB
 AQ1871_STAMPING: 79 78 A61 RM NO 1
 AQ1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1871
 AQ1871  HISTORY     - Date     Condition        Report By
 AQ1871  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1871  HISTORY     - 1990     GOOD             USPSQD
 AQ1871
 AQ1871                          STATION DESCRIPTION
 AQ1871
 AQ1871'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1871'4.0 MI SE FROM ORMOND BEACH.
 AQ1871'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1871'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1871'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 2.5 MILES TO
 AQ1871'THE MARK, IN FRONT OF HOUSE NUMBER 2308. THE MARK BEARS 13 FEET SOUTH
 AQ1871'EAST OF THE CENTER OF THE SOUTH ENTRANCE OF CIRCULAR DRIVE, 8 FEET
 AQ1871'SOUTHWEST OF SOUTH END OF A CONCRETE WALL, AND 32.5 FEET NORTHEAST OF
 AQ1871'THE CENTERLINE OF STATE ROAD A1A.
 AQ1871
 AQ1871                          STATION RECOVERY (1990)
 AQ1871
 AQ1871'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1873 ***********************************************************************
 AQ1873  DESIGNATION -  79 78 A 61 RM 2 FLDT
 AQ1873  PID         -  AQ1873
 AQ1873  STATE/COUNTY-  FL/VOLUSIA
 AQ1873  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1873
 AQ1873                         *CURRENT SURVEY CONTROL
 AQ1873  ___________________________________________________________________
 AQ1873* NAD 83(1986)-  29 15 35.     (N)    081 01 25.     (W)     SCALED    
 AQ1873* NAVD 88     -         4.168  (meters)      13.67   (feet)  ADJUSTED  
 AQ1873  ___________________________________________________________________
 AQ1873  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AQ1873  DYNAMIC HT  -           4.162 (meters)      13.65  (feet)  COMP
 AQ1873  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AQ1873
 AQ1873  VERT ORDER  -  SECOND    CLASS II
 AQ1873
 AQ1873.The horizontal coordinates were scaled from a topographic map and have
 AQ1873.an estimated accuracy of +/- 6 seconds.
 AQ1873
 AQ1873.The orthometric height was determined by differential leveling
 AQ1873.and adjusted by the National Geodetic Survey in June 1991..
 AQ1873
 AQ1873.The geoid height was determined by GEOID03.
 AQ1873
 AQ1873.The dynamic height is computed by dividing the NAVD 88
 AQ1873.geopotential number by the normal gravity value computed on the
 AQ1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1873.degrees latitude (g = 980.6199 gals.).
 AQ1873
 AQ1873.The modeled gravity was interpolated from observed gravity values.
 AQ1873
 AQ1873;                    North         East    Units  Estimated Accuracy
 AQ1873;SPC FL E     -   545,820.      197,710.      MT  (+/- 180 meters Scaled)
 AQ1873
 AQ1873                          SUPERSEDED SURVEY CONTROL
 AQ1873
 AQ1873  NGVD 29 (09/01/92)    4.520  (m)           14.83   (f) ADJUSTED    2 2
 AQ1873
 AQ1873.Superseded values are not recommended for survey control.
 AQ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1873.See file dsdata.txt to determine how the superseded data were derived.
 AQ1873
 AQ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN977367(NAD 83)
 AQ1873_MARKER: DD = SURVEY DISK
 AQ1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1873_SP_SET: CONCRETE CURB
 AQ1873_STAMPING: 79 78 A61 RM NO 2
 AQ1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1873
 AQ1873  HISTORY     - Date     Condition        Report By
 AQ1873  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1873  HISTORY     - 1990     GOOD             USPSQD
 AQ1873
 AQ1873                          STATION DESCRIPTION
 AQ1873
 AQ1873'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1873'4.0 MI SE FROM ORMOND BEACH.
 AQ1873'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1873'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1873'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 2.5 MILES TO
 AQ1873'THE MARK, IN FRONT OF HOUSE NUMBER 2308. THE MARK BEARS 8 FEET SOUTH
 AQ1873'WEST OF NORTH END OF CONCRETE WALL, 15.0 FEET NORTHWEST OF CENTER OF
 AQ1873'NORTH ENTRANCE TO CIRCULAR DRIVE, AND 32.5 FEET SOUTHEAST OF THE
 AQ1873'CENTERLINE OF STATE ROAD A1A.
 AQ1873
 AQ1873                          STATION RECOVERY (1990)
 AQ1873
 AQ1873'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1874 ***********************************************************************
 AQ1874  DESIGNATION -  79 78 A 62 FLDNR
 AQ1874  PID         -  AQ1874
 AQ1874  STATE/COUNTY-  FL/VOLUSIA
 AQ1874  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1874
 AQ1874                         *CURRENT SURVEY CONTROL
 AQ1874  ___________________________________________________________________
 AQ1874* NAD 83(1986)-  29 15 58.     (N)    081 01 40.     (W)     SCALED    
 AQ1874* NAVD 88     -         3.213  (meters)      10.54   (feet)  ADJUSTED  
 AQ1874  ___________________________________________________________________
 AQ1874  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AQ1874  DYNAMIC HT  -           3.208 (meters)      10.52  (feet)  COMP
 AQ1874  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1874
 AQ1874  VERT ORDER  -  SECOND    CLASS II
 AQ1874
 AQ1874.The horizontal coordinates were scaled from a topographic map and have
 AQ1874.an estimated accuracy of +/- 6 seconds.
 AQ1874
 AQ1874.The orthometric height was determined by differential leveling
 AQ1874.and adjusted by the National Geodetic Survey in June 1991..
 AQ1874
 AQ1874.The geoid height was determined by GEOID03.
 AQ1874
 AQ1874.The dynamic height is computed by dividing the NAVD 88
 AQ1874.geopotential number by the normal gravity value computed on the
 AQ1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1874.degrees latitude (g = 980.6199 gals.).
 AQ1874
 AQ1874.The modeled gravity was interpolated from observed gravity values.
 AQ1874
 AQ1874;                    North         East    Units  Estimated Accuracy
 AQ1874;SPC FL E     -   546,520.      197,300.      MT  (+/- 180 meters Scaled)
 AQ1874
 AQ1874                          SUPERSEDED SURVEY CONTROL
 AQ1874
 AQ1874  NGVD 29 (09/01/92)    3.563  (m)           11.69   (f) ADJUSTED    2 2
 AQ1874
 AQ1874.Superseded values are not recommended for survey control.
 AQ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1874.See file dsdata.txt to determine how the superseded data were derived.
 AQ1874
 AQ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN973374(NAD 83)
 AQ1874_MARKER: DD = SURVEY DISK
 AQ1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1874_SP_SET: CONCRETE SIDEWALK
 AQ1874_STAMPING: 79 78 A62
 AQ1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1874
 AQ1874  HISTORY     - Date     Condition        Report By
 AQ1874  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1874  HISTORY     - 1990     GOOD             USPSQD
 AQ1874  HISTORY     - 20051130 GOOD             USPSQD
 AQ1874
 AQ1874                          STATION DESCRIPTION
 AQ1874
 AQ1874'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1874'3.4 MI SE FROM ORMOND BEACH.
 AQ1874'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1874'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE INTERSECTION
 AQ1874'OF STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.9 MILES TO
 AQ1874'THE MARK, WHICH BEARS 2.5 FEET NORTH OF A CONCRETE POWER LINE POLE,
 AQ1874'6 FEET SOUTHWEST OF THE WEST EDGE OF THE CURB, 31.6 FEET NORTHEAST OF
 AQ1874'NORTH CORNER OF BELLAIR APARTMENTS PARKING SHEDS, 40 FEET NORTH NORTH
 AQ1874'WEST OF CENTER OF DRIVEWAY FOR BELLAIR APARTMENTS, AND 50.0 FEET SOUTH
 AQ1874'SOUTHEAST OF THE CENTER OF DRIVEWAY FOR RED LOBSTER RESTAURANT. MARK
 AQ1874'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1874'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1874
 AQ1874                          STATION RECOVERY (1990)
 AQ1874
 AQ1874'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1874'RECOVERED IN GOOD CONDITION.
 AQ1874
 AQ1874                          STATION RECOVERY (2005)
 AQ1874
 AQ1874'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1877 ***********************************************************************
 AQ1877  DESIGNATION -  79 78 A 63 FLDNR
 AQ1877  PID         -  AQ1877
 AQ1877  STATE/COUNTY-  FL/VOLUSIA
 AQ1877  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1877
 AQ1877                         *CURRENT SURVEY CONTROL
 AQ1877  ___________________________________________________________________
 AQ1877* NAD 83(1986)-  29 16 16.     (N)    081 01 47.     (W)     SCALED    
 AQ1877* NAVD 88     -         4.640  (meters)      15.22   (feet)  ADJUSTED  
 AQ1877  ___________________________________________________________________
 AQ1877  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ1877  DYNAMIC HT  -           4.633 (meters)      15.20  (feet)  COMP
 AQ1877  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1877
 AQ1877  VERT ORDER  -  SECOND    CLASS II
 AQ1877
 AQ1877.The horizontal coordinates were scaled from a topographic map and have
 AQ1877.an estimated accuracy of +/- 6 seconds.
 AQ1877
 AQ1877.The orthometric height was determined by differential leveling
 AQ1877.and adjusted by the National Geodetic Survey in June 1991..
 AQ1877
 AQ1877.The geoid height was determined by GEOID03.
 AQ1877
 AQ1877.The dynamic height is computed by dividing the NAVD 88
 AQ1877.geopotential number by the normal gravity value computed on the
 AQ1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1877.degrees latitude (g = 980.6199 gals.).
 AQ1877
 AQ1877.The modeled gravity was interpolated from observed gravity values.
 AQ1877
 AQ1877;                    North         East    Units  Estimated Accuracy
 AQ1877;SPC FL E     -   547,080.      197,110.      MT  (+/- 180 meters Scaled)
 AQ1877
 AQ1877                          SUPERSEDED SURVEY CONTROL
 AQ1877
 AQ1877  NGVD 29 (09/01/92)    4.989  (m)           16.37   (f) ADJUSTED    2 2
 AQ1877
 AQ1877.Superseded values are not recommended for survey control.
 AQ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1877.See file dsdata.txt to determine how the superseded data were derived.
 AQ1877
 AQ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN971380(NAD 83)
 AQ1877_MARKER: DD = SURVEY DISK
 AQ1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1877_SP_SET: CONCRETE POST
 AQ1877_STAMPING: 79 78 A63
 AQ1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1877+STABILITY: SURFACE MOTION
 AQ1877
 AQ1877  HISTORY     - Date     Condition        Report By
 AQ1877  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1877
 AQ1877                          STATION DESCRIPTION
 AQ1877
 AQ1877'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1877'3.0 MI SE FROM ORMOND BEACH.
 AQ1877'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1877'PROCEED NORTHEASTERLY ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION
 AQ1877'OF STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.5 MILES TO
 AQ1877'THE MARK, IN THE MEDIAN AT THE NORTH END OF MEDIAN STRIP. THE MARK
 AQ1877'BEARS 7 FEET NORTHEAST OF A HIGHWAY SIGN POST, 12 FEET SOUTHEAST OF
 AQ1877'NORTH END OF MEDIAN, 23.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 AQ1877'ROAD A1A NORTHBOUND LANE, AND 35.2 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1877'STATE ROAD A1A SOUTHBOUND LANE. MARK IS A DEPARTMENT OF NATURAL
 AQ1877'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1875 ***********************************************************************
 AQ1875  DESIGNATION -  79 78 A 63 RM 1 FLDT
 AQ1875  PID         -  AQ1875
 AQ1875  STATE/COUNTY-  FL/VOLUSIA
 AQ1875  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1875
 AQ1875                         *CURRENT SURVEY CONTROL
 AQ1875  ___________________________________________________________________
 AQ1875* NAD 83(1986)-  29 16 16.     (N)    081 01 47.     (W)     SCALED    
 AQ1875* NAVD 88     -         4.601  (meters)      15.10   (feet)  ADJUSTED  
 AQ1875  ___________________________________________________________________
 AQ1875  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ1875  DYNAMIC HT  -           4.595 (meters)      15.08  (feet)  COMP
 AQ1875  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1875
 AQ1875  VERT ORDER  -  SECOND    CLASS II
 AQ1875
 AQ1875.The horizontal coordinates were scaled from a topographic map and have
 AQ1875.an estimated accuracy of +/- 6 seconds.
 AQ1875
 AQ1875.The orthometric height was determined by differential leveling
 AQ1875.and adjusted by the National Geodetic Survey in June 1991..
 AQ1875
 AQ1875.The geoid height was determined by GEOID03.
 AQ1875
 AQ1875.The dynamic height is computed by dividing the NAVD 88
 AQ1875.geopotential number by the normal gravity value computed on the
 AQ1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1875.degrees latitude (g = 980.6199 gals.).
 AQ1875
 AQ1875.The modeled gravity was interpolated from observed gravity values.
 AQ1875
 AQ1875;                    North         East    Units  Estimated Accuracy
 AQ1875;SPC FL E     -   547,080.      197,110.      MT  (+/- 180 meters Scaled)
 AQ1875
 AQ1875                          SUPERSEDED SURVEY CONTROL
 AQ1875
 AQ1875  NGVD 29 (09/01/92)    4.951  (m)           16.24   (f) ADJUSTED    2 2
 AQ1875
 AQ1875.Superseded values are not recommended for survey control.
 AQ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1875.See file dsdata.txt to determine how the superseded data were derived.
 AQ1875
 AQ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN971380(NAD 83)
 AQ1875_MARKER: DD = SURVEY DISK
 AQ1875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1875_SP_SET: CONCRETE CURB
 AQ1875_STAMPING: 79 78 A63 RM NO 1
 AQ1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1875
 AQ1875  HISTORY     - Date     Condition        Report By
 AQ1875  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1875  HISTORY     - 20051130 GOOD             USPSQD
 AQ1875
 AQ1875                          STATION DESCRIPTION
 AQ1875
 AQ1875'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1875'3.0 MI SE FROM ORMOND BEACH.
 AQ1875'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1875'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1875'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.5 MILES TO
 AQ1875'THE MARK IN THE MEDIAN. THE MARK BEARS 13 FEET SOUTHWEST OF THE CENTER
 AQ1875'LINE OF STATE ROAD A1A NORTHBOUND LANE, 16.5 FEET SOUTHEAST OF A
 AQ1875'HIGHWAY SIGN POST, AND 37.5 FEET SOUTHEAST OF THE NORTH END OF MEDIAN
 AQ1875'STRIP.
 AQ1875
 AQ1875                          STATION RECOVERY (2005)
 AQ1875
 AQ1875'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1876 ***********************************************************************
 AQ1876  DESIGNATION -  79 78 A 63 RM 2 FLDT
 AQ1876  PID         -  AQ1876
 AQ1876  STATE/COUNTY-  FL/VOLUSIA
 AQ1876  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1876
 AQ1876                         *CURRENT SURVEY CONTROL
 AQ1876  ___________________________________________________________________
 AQ1876* NAD 83(1986)-  29 16 16.     (N)    081 01 47.     (W)     SCALED    
 AQ1876* NAVD 88     -         4.601  (meters)      15.10   (feet)  ADJUSTED  
 AQ1876  ___________________________________________________________________
 AQ1876  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ1876  DYNAMIC HT  -           4.595 (meters)      15.08  (feet)  COMP
 AQ1876  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1876
 AQ1876  VERT ORDER  -  SECOND    CLASS II
 AQ1876
 AQ1876.The horizontal coordinates were scaled from a topographic map and have
 AQ1876.an estimated accuracy of +/- 6 seconds.
 AQ1876
 AQ1876.The orthometric height was determined by differential leveling
 AQ1876.and adjusted by the National Geodetic Survey in June 1991..
 AQ1876
 AQ1876.The geoid height was determined by GEOID03.
 AQ1876
 AQ1876.The dynamic height is computed by dividing the NAVD 88
 AQ1876.geopotential number by the normal gravity value computed on the
 AQ1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1876.degrees latitude (g = 980.6199 gals.).
 AQ1876
 AQ1876.The modeled gravity was interpolated from observed gravity values.
 AQ1876
 AQ1876;                    North         East    Units  Estimated Accuracy
 AQ1876;SPC FL E     -   547,080.      197,110.      MT  (+/- 180 meters Scaled)
 AQ1876
 AQ1876                          SUPERSEDED SURVEY CONTROL
 AQ1876
 AQ1876  NGVD 29 (09/01/92)    4.951  (m)           16.24   (f) ADJUSTED    2 2
 AQ1876
 AQ1876.Superseded values are not recommended for survey control.
 AQ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1876.See file dsdata.txt to determine how the superseded data were derived.
 AQ1876
 AQ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN971380(NAD 83)
 AQ1876_MARKER: DD = SURVEY DISK
 AQ1876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1876_SP_SET: CONCRETE CURB
 AQ1876_STAMPING: 79 78 A63 RM NO 2
 AQ1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1876
 AQ1876  HISTORY     - Date     Condition        Report By
 AQ1876  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1876
 AQ1876                          STATION DESCRIPTION
 AQ1876
 AQ1876'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1876'3.0 MI SE FROM ORMOND BEACH.
 AQ1876'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1876'PROCEED 1.5 MILES TO THE JUNCTION OF STATE ROAD A1A, THENCE SOUTHEAST
 AQ1876'ON STATE ROAD A1A FOR 1.5 MILES TO THE MARK IN THE MEDIAN. THE MARK
 AQ1876'BEARS 13 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A SOUTHBOUND
 AQ1876'LANE, 21 FEET SOUTH OF A HIGHWAY SIGN POST, AND 31 FEET SOUTH SOUTH
 AQ1876'WEST OF THE NORTH END OF MEDIAN STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1879 ***********************************************************************
 AQ1879  DESIGNATION -  79 78 A 64 FLDNR
 AQ1879  PID         -  AQ1879
 AQ1879  STATE/COUNTY-  FL/VOLUSIA
 AQ1879  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1879
 AQ1879                         *CURRENT SURVEY CONTROL
 AQ1879  ___________________________________________________________________
 AQ1879* NAD 83(1986)-  29 16 55.     (N)    081 02 06.     (W)     SCALED    
 AQ1879* NAVD 88     -         3.361  (meters)      11.03   (feet)  ADJUSTED  
 AQ1879  ___________________________________________________________________
 AQ1879  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ1879  DYNAMIC HT  -           3.357 (meters)      11.01  (feet)  COMP
 AQ1879  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1879
 AQ1879  VERT ORDER  -  SECOND    CLASS II
 AQ1879
 AQ1879.The horizontal coordinates were scaled from a topographic map and have
 AQ1879.an estimated accuracy of +/- 6 seconds.
 AQ1879
 AQ1879.The orthometric height was determined by differential leveling
 AQ1879.and adjusted by the National Geodetic Survey in June 1991..
 AQ1879
 AQ1879.The geoid height was determined by GEOID03.
 AQ1879
 AQ1879.The dynamic height is computed by dividing the NAVD 88
 AQ1879.geopotential number by the normal gravity value computed on the
 AQ1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1879.degrees latitude (g = 980.6199 gals.).
 AQ1879
 AQ1879.The modeled gravity was interpolated from observed gravity values.
 AQ1879
 AQ1879;                    North         East    Units  Estimated Accuracy
 AQ1879;SPC FL E     -   548,280.      196,600.      MT  (+/- 180 meters Scaled)
 AQ1879
 AQ1879                          SUPERSEDED SURVEY CONTROL
 AQ1879
 AQ1879  NGVD 29 (09/01/92)    3.710  (m)           12.17   (f) ADJUSTED    2 2
 AQ1879
 AQ1879.Superseded values are not recommended for survey control.
 AQ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1879.See file dsdata.txt to determine how the superseded data were derived.
 AQ1879
 AQ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN966392(NAD 83)
 AQ1879_MARKER: DD = SURVEY DISK
 AQ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1879_SP_SET: CONCRETE POST
 AQ1879_STAMPING: 79 78 A64
 AQ1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1879+STABILITY: SURFACE MOTION
 AQ1879
 AQ1879  HISTORY     - Date     Condition        Report By
 AQ1879  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1879  HISTORY     - 1990     GOOD             USPSQD
 AQ1879
 AQ1879                          STATION DESCRIPTION
 AQ1879
 AQ1879'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1879'2.2 MI EAST FROM ORMOND BEACH.
 AQ1879'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1879'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1879'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1879'MARK, WHICH BEARS 8 FEET SOUTHWEST OF A TELEPHONE JUNCTION BOX, 8.5
 AQ1879'FEET WEST OF A FIRE HYDRANT, 34 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1879'STATE ROAD A1A, AND 36 FEET WEST SOUTHWEST OF NORTHWEST CORNER OF
 AQ1879'BALI HAI MOTEL. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1879'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1879'TRANSPORTATION.
 AQ1879
 AQ1879                          STATION RECOVERY (1990)
 AQ1879
 AQ1879'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1878 ***********************************************************************
 AQ1878  DESIGNATION -  79 78 A 64 RM 1 FLDT
 AQ1878  PID         -  AQ1878
 AQ1878  STATE/COUNTY-  FL/VOLUSIA
 AQ1878  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1878
 AQ1878                         *CURRENT SURVEY CONTROL
 AQ1878  ___________________________________________________________________
 AQ1878* NAD 83(1986)-  29 16 55.     (N)    081 02 06.     (W)     SCALED    
 AQ1878* NAVD 88     -         3.949  (meters)      12.96   (feet)  ADJUSTED  
 AQ1878  ___________________________________________________________________
 AQ1878  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ1878  DYNAMIC HT  -           3.943 (meters)      12.94  (feet)  COMP
 AQ1878  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1878
 AQ1878  VERT ORDER  -  SECOND    CLASS II
 AQ1878
 AQ1878.The horizontal coordinates were scaled from a topographic map and have
 AQ1878.an estimated accuracy of +/- 6 seconds.
 AQ1878
 AQ1878.The orthometric height was determined by differential leveling
 AQ1878.and adjusted by the National Geodetic Survey in June 1991..
 AQ1878
 AQ1878.The geoid height was determined by GEOID03.
 AQ1878
 AQ1878.The dynamic height is computed by dividing the NAVD 88
 AQ1878.geopotential number by the normal gravity value computed on the
 AQ1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1878.degrees latitude (g = 980.6199 gals.).
 AQ1878
 AQ1878.The modeled gravity was interpolated from observed gravity values.
 AQ1878
 AQ1878;                    North         East    Units  Estimated Accuracy
 AQ1878;SPC FL E     -   548,280.      196,600.      MT  (+/- 180 meters Scaled)
 AQ1878
 AQ1878                          SUPERSEDED SURVEY CONTROL
 AQ1878
 AQ1878  NGVD 29 (09/01/92)    4.297  (m)           14.10   (f) ADJUSTED    2 2
 AQ1878
 AQ1878.Superseded values are not recommended for survey control.
 AQ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1878.See file dsdata.txt to determine how the superseded data were derived.
 AQ1878
 AQ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN966392(NAD 83)
 AQ1878_MARKER: DD = SURVEY DISK
 AQ1878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1878_SP_SET: CONCRETE SIDEWALK
 AQ1878_STAMPING: 79 78 A64 RM NO 1
 AQ1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1878
 AQ1878  HISTORY     - Date     Condition        Report By
 AQ1878  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1878  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1878
 AQ1878                          STATION DESCRIPTION
 AQ1878
 AQ1878'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1878'2.2 MI EAST FROM ORMOND BEACH.
 AQ1878'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1878'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1878'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1878'MARK, WHICH BEARS 10 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF
 AQ1878'BALI HAI MOTEL, 19.4 FEET EAST SOUTHEAST OF THE CENTERLINE OF STATE
 AQ1878'ROAD A1A.
 AQ1878
 AQ1878                          STATION RECOVERY (1990)
 AQ1878
 AQ1878'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1880 ***********************************************************************
 AQ1880  DESIGNATION -  79 78 A 64 RM 2 FLDT
 AQ1880  PID         -  AQ1880
 AQ1880  STATE/COUNTY-  FL/VOLUSIA
 AQ1880  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1880
 AQ1880                         *CURRENT SURVEY CONTROL
 AQ1880  ___________________________________________________________________
 AQ1880* NAD 83(1986)-  29 16 55.     (N)    081 02 06.     (W)     SCALED    
 AQ1880* NAVD 88     -         3.339  (meters)      10.95   (feet)  ADJUSTED  
 AQ1880  ___________________________________________________________________
 AQ1880  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ1880  DYNAMIC HT  -           3.334 (meters)      10.94  (feet)  COMP
 AQ1880  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1880
 AQ1880  VERT ORDER  -  SECOND    CLASS II
 AQ1880
 AQ1880.The horizontal coordinates were scaled from a topographic map and have
 AQ1880.an estimated accuracy of +/- 6 seconds.
 AQ1880
 AQ1880.The orthometric height was determined by differential leveling
 AQ1880.and adjusted by the National Geodetic Survey in June 1991..
 AQ1880
 AQ1880.The geoid height was determined by GEOID03.
 AQ1880
 AQ1880.The dynamic height is computed by dividing the NAVD 88
 AQ1880.geopotential number by the normal gravity value computed on the
 AQ1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1880.degrees latitude (g = 980.6199 gals.).
 AQ1880
 AQ1880.The modeled gravity was interpolated from observed gravity values.
 AQ1880
 AQ1880;                    North         East    Units  Estimated Accuracy
 AQ1880;SPC FL E     -   548,280.      196,600.      MT  (+/- 180 meters Scaled)
 AQ1880
 AQ1880                          SUPERSEDED SURVEY CONTROL
 AQ1880
 AQ1880  NGVD 29 (09/01/92)    3.687  (m)           12.10   (f) ADJUSTED    2 2
 AQ1880
 AQ1880.Superseded values are not recommended for survey control.
 AQ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1880.See file dsdata.txt to determine how the superseded data were derived.
 AQ1880
 AQ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN966392(NAD 83)
 AQ1880_MARKER: DD = SURVEY DISK
 AQ1880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1880_SP_SET: CONCRETE CURB
 AQ1880_STAMPING: 79 78 A64 RM NO 2
 AQ1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1880
 AQ1880  HISTORY     - Date     Condition        Report By
 AQ1880  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1880  HISTORY     - 1990     GOOD             USPSQD
 AQ1880
 AQ1880                          STATION DESCRIPTION
 AQ1880
 AQ1880'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1880'2.2 MI EAST FROM ORMOND BEACH.
 AQ1880'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1880'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1880'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1880'MARK, WHICH BEARS 2.8 FEET SOUTHWEST OF WEST EDGE OF SIDEWALK, 32.5
 AQ1880'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 40.4 FEET
 AQ1880'NORTHWEST OF FIRE HYDRANT.
 AQ1880
 AQ1880                          STATION RECOVERY (1990)
 AQ1880
 AQ1880'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1882 ***********************************************************************
 AQ1882  DESIGNATION -  79 78 A 65 FLDNR
 AQ1882  PID         -  AQ1882
 AQ1882  STATE/COUNTY-  FL/VOLUSIA
 AQ1882  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1882
 AQ1882                         *CURRENT SURVEY CONTROL
 AQ1882  ___________________________________________________________________
 AQ1882* NAD 83(1986)-  29 17 28.     (N)    081 02 23.     (W)     SCALED    
 AQ1882* NAVD 88     -         5.768  (meters)      18.92   (feet)  ADJUSTED  
 AQ1882  ___________________________________________________________________
 AQ1882  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1882  DYNAMIC HT  -           5.760 (meters)      18.90  (feet)  COMP
 AQ1882  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AQ1882
 AQ1882  VERT ORDER  -  SECOND    CLASS II
 AQ1882
 AQ1882.The horizontal coordinates were scaled from a topographic map and have
 AQ1882.an estimated accuracy of +/- 6 seconds.
 AQ1882
 AQ1882.The orthometric height was determined by differential leveling
 AQ1882.and adjusted by the National Geodetic Survey in June 1991..
 AQ1882
 AQ1882.The geoid height was determined by GEOID03.
 AQ1882
 AQ1882.The dynamic height is computed by dividing the NAVD 88
 AQ1882.geopotential number by the normal gravity value computed on the
 AQ1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1882.degrees latitude (g = 980.6199 gals.).
 AQ1882
 AQ1882.The modeled gravity was interpolated from observed gravity values.
 AQ1882
 AQ1882;                    North         East    Units  Estimated Accuracy
 AQ1882;SPC FL E     -   549,300.      196,140.      MT  (+/- 180 meters Scaled)
 AQ1882
 AQ1882                          SUPERSEDED SURVEY CONTROL
 AQ1882
 AQ1882  NGVD 29 (09/01/92)    6.116  (m)           20.07   (f) ADJUSTED    2 2
 AQ1882
 AQ1882.Superseded values are not recommended for survey control.
 AQ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1882.See file dsdata.txt to determine how the superseded data were derived.
 AQ1882
 AQ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN961402(NAD 83)
 AQ1882_MARKER: DD = SURVEY DISK
 AQ1882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1882_SP_SET: CONCRETE SIDEWALK
 AQ1882_STAMPING: 79 78 A65
 AQ1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1882
 AQ1882  HISTORY     - Date     Condition        Report By
 AQ1882  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1882  HISTORY     - 1990     GOOD             USPSQD
 AQ1882
 AQ1882                          STATION DESCRIPTION
 AQ1882
 AQ1882'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1882'1.5 MI EAST FROM ORMOND BEACH.
 AQ1882'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1882'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1882'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR ABOUT 200 FEET
 AQ1882'TO THE MARK. THE MARK BEARS 3.5 FEET SOUTHEAST OF A CONCRETE POWERLINE
 AQ1882'POLE, 18.5 FEET SOUTH OF A NO PARKING SIGN POST, 38 FEET SOUTHWEST OF
 AQ1882'THE CENTERLINE OF STATE ROAD A1A, AND 53.5 FEET SOUTHEAST OF ANOTHER
 AQ1882'HIGHWAY SIGN POST. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1882'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1882'TRANSPORTATION.
 AQ1882
 AQ1882                          STATION RECOVERY (1990)
 AQ1882
 AQ1882'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1881 ***********************************************************************
 AQ1881  DESIGNATION -  79 78 A 65 RM 1 FLDT
 AQ1881  PID         -  AQ1881
 AQ1881  STATE/COUNTY-  FL/VOLUSIA
 AQ1881  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1881
 AQ1881                         *CURRENT SURVEY CONTROL
 AQ1881  ___________________________________________________________________
 AQ1881* NAD 83(1986)-  29 17 28.     (N)    081 02 23.     (W)     SCALED    
 AQ1881* NAVD 88     -         5.688  (meters)      18.66   (feet)  ADJUSTED  
 AQ1881  ___________________________________________________________________
 AQ1881  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1881  DYNAMIC HT  -           5.681 (meters)      18.64  (feet)  COMP
 AQ1881  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AQ1881
 AQ1881  VERT ORDER  -  SECOND    CLASS II
 AQ1881
 AQ1881.The horizontal coordinates were scaled from a topographic map and have
 AQ1881.an estimated accuracy of +/- 6 seconds.
 AQ1881
 AQ1881.The orthometric height was determined by differential leveling
 AQ1881.and adjusted by the National Geodetic Survey in June 1991..
 AQ1881
 AQ1881.The geoid height was determined by GEOID03.
 AQ1881
 AQ1881.The dynamic height is computed by dividing the NAVD 88
 AQ1881.geopotential number by the normal gravity value computed on the
 AQ1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1881.degrees latitude (g = 980.6199 gals.).
 AQ1881
 AQ1881.The modeled gravity was interpolated from observed gravity values.
 AQ1881
 AQ1881;                    North         East    Units  Estimated Accuracy
 AQ1881;SPC FL E     -   549,300.      196,140.      MT  (+/- 180 meters Scaled)
 AQ1881
 AQ1881                          SUPERSEDED SURVEY CONTROL
 AQ1881
 AQ1881  NGVD 29 (09/01/92)    6.036  (m)           19.80   (f) ADJUSTED    2 2
 AQ1881
 AQ1881.Superseded values are not recommended for survey control.
 AQ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1881.See file dsdata.txt to determine how the superseded data were derived.
 AQ1881
 AQ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN961402(NAD 83)
 AQ1881_MARKER: DD = SURVEY DISK
 AQ1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1881_SP_SET: CONCRETE SIDEWALK
 AQ1881_STAMPING: 79 78 A65 RM NO 1
 AQ1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1881
 AQ1881  HISTORY     - Date     Condition        Report By
 AQ1881  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1881  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1881
 AQ1881                          STATION DESCRIPTION
 AQ1881
 AQ1881'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1881'1.5 MI EAST FROM ORMOND BEACH.
 AQ1881'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1881'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1881'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR ABOUT 200 FEET
 AQ1881'TO THE MARK, WHICH BEARS 4.7 FEET SOUTH SOUTHWEST OF A DIVIDED HIGHWAY
 AQ1881'SIGN POST, 31.5 FEET SOUTHEAST OF A CONCRETE POWERLINE POLE AND 39.5
 AQ1881'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1881
 AQ1881                          STATION RECOVERY (1990)
 AQ1881
 AQ1881'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1883 ***********************************************************************
 AQ1883  DESIGNATION -  79 78 A 65 RM 2 FLDT
 AQ1883  PID         -  AQ1883
 AQ1883  STATE/COUNTY-  FL/VOLUSIA
 AQ1883  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1883
 AQ1883                         *CURRENT SURVEY CONTROL
 AQ1883  ___________________________________________________________________
 AQ1883* NAD 83(1986)-  29 17 28.     (N)    081 02 23.     (W)     SCALED    
 AQ1883* NAVD 88     -         5.742  (meters)      18.84   (feet)  ADJUSTED  
 AQ1883  ___________________________________________________________________
 AQ1883  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1883  DYNAMIC HT  -           5.734 (meters)      18.81  (feet)  COMP
 AQ1883  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AQ1883
 AQ1883  VERT ORDER  -  SECOND    CLASS II
 AQ1883
 AQ1883.The horizontal coordinates were scaled from a topographic map and have
 AQ1883.an estimated accuracy of +/- 6 seconds.
 AQ1883
 AQ1883.The orthometric height was determined by differential leveling
 AQ1883.and adjusted by the National Geodetic Survey in June 1991..
 AQ1883
 AQ1883.The geoid height was determined by GEOID03.
 AQ1883
 AQ1883.The dynamic height is computed by dividing the NAVD 88
 AQ1883.geopotential number by the normal gravity value computed on the
 AQ1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1883.degrees latitude (g = 980.6199 gals.).
 AQ1883
 AQ1883.The modeled gravity was interpolated from observed gravity values.
 AQ1883
 AQ1883;                    North         East    Units  Estimated Accuracy
 AQ1883;SPC FL E     -   549,300.      196,140.      MT  (+/- 180 meters Scaled)
 AQ1883
 AQ1883                          SUPERSEDED SURVEY CONTROL
 AQ1883
 AQ1883  NGVD 29 (09/01/92)    6.090  (m)           19.98   (f) ADJUSTED    2 2
 AQ1883
 AQ1883.Superseded values are not recommended for survey control.
 AQ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1883.See file dsdata.txt to determine how the superseded data were derived.
 AQ1883
 AQ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN961402(NAD 83)
 AQ1883_MARKER: DD = SURVEY DISK
 AQ1883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1883_SP_SET: CONCRETE SIDEWALK
 AQ1883_STAMPING: 79 78 A65 RM NO 2
 AQ1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1883
 AQ1883  HISTORY     - Date     Condition        Report By
 AQ1883  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1883  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1883
 AQ1883                          STATION DESCRIPTION
 AQ1883
 AQ1883'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1883'1.5 MI EAST FROM ORMOND BEACH.
 AQ1883'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1883'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1883'STATE ROAD A1A , THENCE SOUTHEAST ON STATE ROAD A1A FOR ABOUT 200 FEET
 AQ1883'TO THE MARK, WHICH BEARS 25 FEET NORTH NORTHWEST OF A CONCRETE POWER
 AQ1883'LINE POLE, 24.8 FEET SOUTHEAST OF A HIGHWAY SIGN POST, AND 36 FEET
 AQ1883'NORTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1883
 AQ1883                          STATION RECOVERY (1990)
 AQ1883
 AQ1883'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1884 ***********************************************************************
 AQ1884  DESIGNATION -  79 78 A 66 FLDNR
 AQ1884  PID         -  AQ1884
 AQ1884  STATE/COUNTY-  FL/VOLUSIA
 AQ1884  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1884
 AQ1884                         *CURRENT SURVEY CONTROL
 AQ1884  ___________________________________________________________________
 AQ1884* NAD 83(1986)-  29 17 41.     (N)    081 02 28.     (W)     SCALED    
 AQ1884* NAVD 88     -         4.961  (meters)      16.28   (feet)  ADJUSTED  
 AQ1884  ___________________________________________________________________
 AQ1884  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1884  DYNAMIC HT  -           4.954 (meters)      16.25  (feet)  COMP
 AQ1884  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AQ1884
 AQ1884  VERT ORDER  -  SECOND    CLASS II
 AQ1884
 AQ1884.The horizontal coordinates were scaled from a topographic map and have
 AQ1884.an estimated accuracy of +/- 6 seconds.
 AQ1884
 AQ1884.The orthometric height was determined by differential leveling
 AQ1884.and adjusted by the National Geodetic Survey in June 1991..
 AQ1884
 AQ1884.The geoid height was determined by GEOID03.
 AQ1884
 AQ1884.The dynamic height is computed by dividing the NAVD 88
 AQ1884.geopotential number by the normal gravity value computed on the
 AQ1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1884.degrees latitude (g = 980.6199 gals.).
 AQ1884
 AQ1884.The modeled gravity was interpolated from observed gravity values.
 AQ1884
 AQ1884;                    North         East    Units  Estimated Accuracy
 AQ1884;SPC FL E     -   549,700.      196,010.      MT  (+/- 180 meters Scaled)
 AQ1884
 AQ1884                          SUPERSEDED SURVEY CONTROL
 AQ1884
 AQ1884  NGVD 29 (09/01/92)    5.309  (m)           17.42   (f) ADJUSTED    2 2
 AQ1884
 AQ1884.Superseded values are not recommended for survey control.
 AQ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1884.See file dsdata.txt to determine how the superseded data were derived.
 AQ1884
 AQ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN960406(NAD 83)
 AQ1884_MARKER: DD = SURVEY DISK
 AQ1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1884_SP_SET: CONCRETE POST
 AQ1884_STAMPING: 79 78 A66
 AQ1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1884+STABILITY: SURFACE MOTION
 AQ1884
 AQ1884  HISTORY     - Date     Condition        Report By
 AQ1884  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1884  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1884
 AQ1884                          STATION DESCRIPTION
 AQ1884
 AQ1884'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1884'1.8 MI EAST FROM ORMOND BEACH.
 AQ1884'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1884'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1884'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE
 AQ1884'MARK, ACROSS HIGHWAY FROM HOUSE NUMBER 103. THE MARK BEARS 3 FEET
 AQ1884'NORTHEAST OF A METAL WITNESS POST, 15 FEET SOUTHWEST OF THE CENTERLINE
 AQ1884'OF STATE ROAD A1A, 36.0 FEET SOUTH SOUTHWEST OF THE CENTER OF DRIVEWAY
 AQ1884'67.3 FEET SOUTHEAST OF A PALM TREE, AND 74.7 FEET SOUTHEAST OF A POLE
 AQ1884'FOR A GUY WIRE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1884'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1884
 AQ1884                          STATION RECOVERY (1990)
 AQ1884
 AQ1884'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1885 ***********************************************************************
 AQ1885  DESIGNATION -  79 78 A 67 FLDNR
 AQ1885  PID         -  AQ1885
 AQ1885  STATE/COUNTY-  FL/VOLUSIA
 AQ1885  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1885
 AQ1885                         *CURRENT SURVEY CONTROL
 AQ1885  ___________________________________________________________________
 AQ1885* NAD 83(1986)-  29 17 52.     (N)    081 02 33.     (W)     SCALED    
 AQ1885* NAVD 88     -         4.917  (meters)      16.13   (feet)  ADJUSTED  
 AQ1885  ___________________________________________________________________
 AQ1885  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AQ1885  DYNAMIC HT  -           4.911 (meters)      16.11  (feet)  COMP
 AQ1885  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 AQ1885
 AQ1885  VERT ORDER  -  SECOND    CLASS II
 AQ1885
 AQ1885.The horizontal coordinates were scaled from a topographic map and have
 AQ1885.an estimated accuracy of +/- 6 seconds.
 AQ1885
 AQ1885.The orthometric height was determined by differential leveling
 AQ1885.and adjusted by the National Geodetic Survey in June 1991..
 AQ1885
 AQ1885.The geoid height was determined by GEOID03.
 AQ1885
 AQ1885.The dynamic height is computed by dividing the NAVD 88
 AQ1885.geopotential number by the normal gravity value computed on the
 AQ1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1885.degrees latitude (g = 980.6199 gals.).
 AQ1885
 AQ1885.The modeled gravity was interpolated from observed gravity values.
 AQ1885
 AQ1885;                    North         East    Units  Estimated Accuracy
 AQ1885;SPC FL E     -   550,030.      195,870.      MT  (+/- 180 meters Scaled)
 AQ1885
 AQ1885                          SUPERSEDED SURVEY CONTROL
 AQ1885
 AQ1885  NGVD 29 (09/01/92)    5.266  (m)           17.28   (f) ADJUSTED    2 2
 AQ1885
 AQ1885.Superseded values are not recommended for survey control.
 AQ1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1885.See file dsdata.txt to determine how the superseded data were derived.
 AQ1885
 AQ1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN958409(NAD 83)
 AQ1885_MARKER: DD = SURVEY DISK
 AQ1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1885_SP_SET: CONCRETE POST
 AQ1885_STAMPING: 79 78 A67
 AQ1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1885+STABILITY: SURFACE MOTION
 AQ1885
 AQ1885  HISTORY     - Date     Condition        Report By
 AQ1885  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1885
 AQ1885                          STATION DESCRIPTION
 AQ1885
 AQ1885'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1885'2.1 MI NE FROM ORMOND BEACH.
 AQ1885'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1885'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1885'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1885'MARK, WHICH BEARS 1.8 FEET WEST OF THE NORTH SIDE OF A WOODEN GATE,
 AQ1885'16.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, 27.7 FEET
 AQ1885'NORTHWEST OF SOUTH END OF CONCRETE WALL, AND 31.7 FEET NORTH-NORTHWEST
 AQ1885'OF A POWERLINE POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1885'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1887 ***********************************************************************
 AQ1887  DESIGNATION -  79 78 A 68 FLDNR
 AQ1887  PID         -  AQ1887
 AQ1887  STATE/COUNTY-  FL/VOLUSIA
 AQ1887  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1887
 AQ1887                         *CURRENT SURVEY CONTROL
 AQ1887  ___________________________________________________________________
 AQ1887* NAD 83(1986)-  29 18 05.     (N)    081 02 41.     (W)     SCALED    
 AQ1887* NAVD 88     -         3.953  (meters)      12.97   (feet)  ADJUSTED  
 AQ1887  ___________________________________________________________________
 AQ1887  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ1887  DYNAMIC HT  -           3.948 (meters)      12.95  (feet)  COMP
 AQ1887  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1887
 AQ1887  VERT ORDER  -  SECOND    CLASS II
 AQ1887
 AQ1887.The horizontal coordinates were scaled from a topographic map and have
 AQ1887.an estimated accuracy of +/- 6 seconds.
 AQ1887
 AQ1887.The orthometric height was determined by differential leveling
 AQ1887.and adjusted by the National Geodetic Survey in June 1991..
 AQ1887
 AQ1887.The geoid height was determined by GEOID03.
 AQ1887
 AQ1887.The dynamic height is computed by dividing the NAVD 88
 AQ1887.geopotential number by the normal gravity value computed on the
 AQ1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1887.degrees latitude (g = 980.6199 gals.).
 AQ1887
 AQ1887.The modeled gravity was interpolated from observed gravity values.
 AQ1887
 AQ1887;                    North         East    Units  Estimated Accuracy
 AQ1887;SPC FL E     -   550,430.      195,660.      MT  (+/- 180 meters Scaled)
 AQ1887
 AQ1887                          SUPERSEDED SURVEY CONTROL
 AQ1887
 AQ1887  NGVD 29 (09/01/92)    4.304  (m)           14.12   (f) ADJUSTED    2 2
 AQ1887
 AQ1887.Superseded values are not recommended for survey control.
 AQ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1887.See file dsdata.txt to determine how the superseded data were derived.
 AQ1887
 AQ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN956413(NAD 83)
 AQ1887_MARKER: DD = SURVEY DISK
 AQ1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1887_SP_SET: CONCRETE POST
 AQ1887_STAMPING: 79 78 A68
 AQ1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1887+STABILITY: SURFACE MOTION
 AQ1887
 AQ1887  HISTORY     - Date     Condition        Report By
 AQ1887  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1887
 AQ1887                          STATION DESCRIPTION
 AQ1887
 AQ1887'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1887'2.2 MI NE FROM ORMOND BEACH.
 AQ1887'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1887'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1887'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1887'JUNCTION OF NEPTUNE AVENUE AND THE MARK, WHICH BEARS 5.3 FEET NORTH
 AQ1887'EAST OF A METAL WITNESS POST, 6.6 FEET NORTHEAST OF A UTILITY POLE,
 AQ1887'17.7 FEET SOUTHWEST OF CENTERLINE OF STATE ROAD A1A, AND 54 FEET
 AQ1887'NORTHWEST OF THE CENTERLINE OF NEPTUNE AVENUE. MARK IS A FLORIDA
 AQ1887'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1887'OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1886 ***********************************************************************
 AQ1886  DESIGNATION -  79 78 A 68 RM 1 FLDT
 AQ1886  PID         -  AQ1886
 AQ1886  STATE/COUNTY-  FL/VOLUSIA
 AQ1886  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1886
 AQ1886                         *CURRENT SURVEY CONTROL
 AQ1886  ___________________________________________________________________
 AQ1886* NAD 83(1986)-  29 18 05.     (N)    081 02 41.     (W)     SCALED    
 AQ1886* NAVD 88     -         4.250  (meters)      13.94   (feet)  ADJUSTED  
 AQ1886  ___________________________________________________________________
 AQ1886  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ1886  DYNAMIC HT  -           4.244 (meters)      13.92  (feet)  COMP
 AQ1886  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1886
 AQ1886  VERT ORDER  -  SECOND    CLASS II
 AQ1886
 AQ1886.The horizontal coordinates were scaled from a topographic map and have
 AQ1886.an estimated accuracy of +/- 6 seconds.
 AQ1886
 AQ1886.The orthometric height was determined by differential leveling
 AQ1886.and adjusted by the National Geodetic Survey in June 1991..
 AQ1886
 AQ1886.The geoid height was determined by GEOID03.
 AQ1886
 AQ1886.The dynamic height is computed by dividing the NAVD 88
 AQ1886.geopotential number by the normal gravity value computed on the
 AQ1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1886.degrees latitude (g = 980.6199 gals.).
 AQ1886
 AQ1886.The modeled gravity was interpolated from observed gravity values.
 AQ1886
 AQ1886;                    North         East    Units  Estimated Accuracy
 AQ1886;SPC FL E     -   550,430.      195,660.      MT  (+/- 180 meters Scaled)
 AQ1886
 AQ1886                          SUPERSEDED SURVEY CONTROL
 AQ1886
 AQ1886  NGVD 29 (09/01/92)    4.600  (m)           15.09   (f) ADJUSTED    2 2
 AQ1886
 AQ1886.Superseded values are not recommended for survey control.
 AQ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1886.See file dsdata.txt to determine how the superseded data were derived.
 AQ1886
 AQ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN956413(NAD 83)
 AQ1886_MARKER: DD = SURVEY DISK
 AQ1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1886_SP_SET: 4X4 PRECAST
 AQ1886_STAMPING: 79 78 A68 RM NO 1
 AQ1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1886+STABILITY: SURFACE MOTION
 AQ1886
 AQ1886  HISTORY     - Date     Condition        Report By
 AQ1886  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1886
 AQ1886                          STATION DESCRIPTION
 AQ1886
 AQ1886'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1886'2.2 MI NE FROM ORMOND BEACH.
 AQ1886'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1886'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1886'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1886'JUNCTION OF NEPTUNE AVENUE AND THE MARK, WHICH BEARS 32.2 FEET SOUTH
 AQ1886'WEST OF A UTILITY POLE, AND 40.4 FEET NORTHWEST OF THE CENTERLINE OF
 AQ1886'NEPTUNE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1888 ***********************************************************************
 AQ1888  DESIGNATION -  79 78 A 68 RM 2 FLDT
 AQ1888  PID         -  AQ1888
 AQ1888  STATE/COUNTY-  FL/VOLUSIA
 AQ1888  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1888
 AQ1888                         *CURRENT SURVEY CONTROL
 AQ1888  ___________________________________________________________________
 AQ1888* NAD 83(1986)-  29 18 05.     (N)    081 02 41.     (W)     SCALED    
 AQ1888* NAVD 88     -         4.064  (meters)      13.33   (feet)  ADJUSTED  
 AQ1888  ___________________________________________________________________
 AQ1888  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ1888  DYNAMIC HT  -           4.058 (meters)      13.31  (feet)  COMP
 AQ1888  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ1888
 AQ1888  VERT ORDER  -  SECOND    CLASS II
 AQ1888
 AQ1888.The horizontal coordinates were scaled from a topographic map and have
 AQ1888.an estimated accuracy of +/- 6 seconds.
 AQ1888
 AQ1888.The orthometric height was determined by differential leveling
 AQ1888.and adjusted by the National Geodetic Survey in June 1991..
 AQ1888
 AQ1888.The geoid height was determined by GEOID03.
 AQ1888
 AQ1888.The dynamic height is computed by dividing the NAVD 88
 AQ1888.geopotential number by the normal gravity value computed on the
 AQ1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1888.degrees latitude (g = 980.6199 gals.).
 AQ1888
 AQ1888.The modeled gravity was interpolated from observed gravity values.
 AQ1888
 AQ1888;                    North         East    Units  Estimated Accuracy
 AQ1888;SPC FL E     -   550,430.      195,660.      MT  (+/- 180 meters Scaled)
 AQ1888
 AQ1888                          SUPERSEDED SURVEY CONTROL
 AQ1888
 AQ1888  NGVD 29 (09/01/92)    4.415  (m)           14.48   (f) ADJUSTED    2 2
 AQ1888
 AQ1888.Superseded values are not recommended for survey control.
 AQ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1888.See file dsdata.txt to determine how the superseded data were derived.
 AQ1888
 AQ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN956413(NAD 83)
 AQ1888_MARKER: DD = SURVEY DISK
 AQ1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1888_SP_SET: CONCRETE POST
 AQ1888_STAMPING: 79 78 A68 RM NO 2
 AQ1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1888+STABILITY: SURFACE MOTION
 AQ1888
 AQ1888  HISTORY     - Date     Condition        Report By
 AQ1888  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1888
 AQ1888                          STATION DESCRIPTION
 AQ1888
 AQ1888'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1888'2.2 MI NE FROM ORMOND BEACH.
 AQ1888'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1888'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1888'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1888'JUNCTION OF NEPTUNE AVENUE AND THE MARK, WHICH BEARS 42.2 FEET SOUTH
 AQ1888'WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 47.2 FEET NORTHWEST OF A
 AQ1888'UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1889 ***********************************************************************
 AQ1889  DESIGNATION -  79 78 A 69 FLDNR
 AQ1889  PID         -  AQ1889
 AQ1889  STATE/COUNTY-  FL/VOLUSIA
 AQ1889  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1889
 AQ1889                         *CURRENT SURVEY CONTROL
 AQ1889  ___________________________________________________________________
 AQ1889* NAD 83(1986)-  29 18 37.     (N)    081 02 56.     (W)     SCALED    
 AQ1889* NAVD 88     -         5.517  (meters)      18.10   (feet)  ADJUSTED  
 AQ1889  ___________________________________________________________________
 AQ1889  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AQ1889  DYNAMIC HT  -           5.509 (meters)      18.07  (feet)  COMP
 AQ1889  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AQ1889
 AQ1889  VERT ORDER  -  SECOND    CLASS II
 AQ1889
 AQ1889.The horizontal coordinates were scaled from a topographic map and have
 AQ1889.an estimated accuracy of +/- 6 seconds.
 AQ1889
 AQ1889.The orthometric height was determined by differential leveling
 AQ1889.and adjusted by the National Geodetic Survey in June 1991..
 AQ1889
 AQ1889.The geoid height was determined by GEOID03.
 AQ1889
 AQ1889.The dynamic height is computed by dividing the NAVD 88
 AQ1889.geopotential number by the normal gravity value computed on the
 AQ1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1889.degrees latitude (g = 980.6199 gals.).
 AQ1889
 AQ1889.The modeled gravity was interpolated from observed gravity values.
 AQ1889
 AQ1889;                    North         East    Units  Estimated Accuracy
 AQ1889;SPC FL E     -   551,420.      195,250.      MT  (+/- 180 meters Scaled)
 AQ1889
 AQ1889                          SUPERSEDED SURVEY CONTROL
 AQ1889
 AQ1889  NGVD 29 (09/01/92)    5.870  (m)           19.26   (f) ADJUSTED    2 2
 AQ1889
 AQ1889.Superseded values are not recommended for survey control.
 AQ1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1889.See file dsdata.txt to determine how the superseded data were derived.
 AQ1889
 AQ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN952423(NAD 83)
 AQ1889_MARKER: DD = SURVEY DISK
 AQ1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1889_SP_SET: CONCRETE POST
 AQ1889_STAMPING: 79 78 A69
 AQ1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1889+STABILITY: SURFACE MOTION
 AQ1889
 AQ1889  HISTORY     - Date     Condition        Report By
 AQ1889  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1889
 AQ1889                          STATION DESCRIPTION
 AQ1889
 AQ1889'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1889'2.8 MI NE FROM ORMOND BEACH.
 AQ1889'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1889'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1889'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.3 MILES TO
 AQ1889'THE MARK. THE MARK BEARS 4 FEET SOUTH OF A SPEED LIMIT SIGN POST, 17.4
 AQ1889'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 28.6 FEET
 AQ1889'SOUTHEAST OF THE CENTERLINE OF ASPHALT DRIVEWAY. MARK IS A FLORIDA
 AQ1889'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1889'OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1890 ***********************************************************************
 AQ1890  DESIGNATION -  79 78 A 69 RM 1 FLDT
 AQ1890  PID         -  AQ1890
 AQ1890  STATE/COUNTY-  FL/VOLUSIA
 AQ1890  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1890
 AQ1890                         *CURRENT SURVEY CONTROL
 AQ1890  ___________________________________________________________________
 AQ1890* NAD 83(1986)-  29 18 37.     (N)    081 02 56.     (W)     SCALED    
 AQ1890* NAVD 88     -         5.095  (meters)      16.72   (feet)  ADJUSTED  
 AQ1890  ___________________________________________________________________
 AQ1890  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AQ1890  DYNAMIC HT  -           5.088 (meters)      16.69  (feet)  COMP
 AQ1890  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AQ1890
 AQ1890  VERT ORDER  -  SECOND    CLASS II
 AQ1890
 AQ1890.The horizontal coordinates were scaled from a topographic map and have
 AQ1890.an estimated accuracy of +/- 6 seconds.
 AQ1890
 AQ1890.The orthometric height was determined by differential leveling
 AQ1890.and adjusted by the National Geodetic Survey in June 1991..
 AQ1890
 AQ1890.The geoid height was determined by GEOID03.
 AQ1890
 AQ1890.The dynamic height is computed by dividing the NAVD 88
 AQ1890.geopotential number by the normal gravity value computed on the
 AQ1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1890.degrees latitude (g = 980.6199 gals.).
 AQ1890
 AQ1890.The modeled gravity was interpolated from observed gravity values.
 AQ1890
 AQ1890;                    North         East    Units  Estimated Accuracy
 AQ1890;SPC FL E     -   551,420.      195,250.      MT  (+/- 180 meters Scaled)
 AQ1890
 AQ1890                          SUPERSEDED SURVEY CONTROL
 AQ1890
 AQ1890  NGVD 29 (09/01/92)    5.447  (m)           17.87   (f) ADJUSTED    2 2
 AQ1890
 AQ1890.Superseded values are not recommended for survey control.
 AQ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1890.See file dsdata.txt to determine how the superseded data were derived.
 AQ1890
 AQ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN952423(NAD 83)
 AQ1890_MARKER: DD = SURVEY DISK
 AQ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1890_SP_SET: 4X4 PRECAST
 AQ1890_STAMPING: 79 78 A69 RM NO 1
 AQ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1890+STABILITY: SURFACE MOTION
 AQ1890
 AQ1890  HISTORY     - Date     Condition        Report By
 AQ1890  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1890
 AQ1890                          STATION DESCRIPTION
 AQ1890
 AQ1890'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1890'2.8 MI NE FROM ORMOND BEACH.
 AQ1890'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1890'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1890'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.3 MILES TO
 AQ1890'THE MARK, WHICH BEARS 8.2 FEET SOUTHEAST OF THE CENTER OF ASPHALT
 AQ1890'DRIVEWAY, AND 40.9 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1891 ***********************************************************************
 AQ1891  DESIGNATION -  79 78 A 70 FLDNR
 AQ1891  PID         -  AQ1891
 AQ1891  STATE/COUNTY-  FL/VOLUSIA
 AQ1891  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1891
 AQ1891                         *CURRENT SURVEY CONTROL
 AQ1891  ___________________________________________________________________
 AQ1891* NAD 83(1986)-  29 19 04.     (N)    081 03 09.     (W)     SCALED    
 AQ1891* NAVD 88     -         5.521  (meters)      18.11   (feet)  ADJUSTED  
 AQ1891  ___________________________________________________________________
 AQ1891  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AQ1891  DYNAMIC HT  -           5.513 (meters)      18.09  (feet)  COMP
 AQ1891  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1891
 AQ1891  VERT ORDER  -  SECOND    CLASS II
 AQ1891
 AQ1891.The horizontal coordinates were scaled from a topographic map and have
 AQ1891.an estimated accuracy of +/- 6 seconds.
 AQ1891
 AQ1891.The orthometric height was determined by differential leveling
 AQ1891.and adjusted by the National Geodetic Survey in June 1991..
 AQ1891
 AQ1891.The geoid height was determined by GEOID03.
 AQ1891
 AQ1891.The dynamic height is computed by dividing the NAVD 88
 AQ1891.geopotential number by the normal gravity value computed on the
 AQ1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1891.degrees latitude (g = 980.6199 gals.).
 AQ1891
 AQ1891.The modeled gravity was interpolated from observed gravity values.
 AQ1891
 AQ1891;                    North         East    Units  Estimated Accuracy
 AQ1891;SPC FL E     -   552,250.      194,900.      MT  (+/- 180 meters Scaled)
 AQ1891
 AQ1891                          SUPERSEDED SURVEY CONTROL
 AQ1891
 AQ1891  NGVD 29 (09/01/92)    5.870  (m)           19.26   (f) ADJUSTED    2 2
 AQ1891
 AQ1891.Superseded values are not recommended for survey control.
 AQ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1891.See file dsdata.txt to determine how the superseded data were derived.
 AQ1891
 AQ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN949431(NAD 83)
 AQ1891_MARKER: DD = SURVEY DISK
 AQ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1891_SP_SET: CONCRETE POST
 AQ1891_STAMPING: 79 78 A70
 AQ1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1891+STABILITY: SURFACE MOTION
 AQ1891
 AQ1891  HISTORY     - Date     Condition        Report By
 AQ1891  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1891
 AQ1891                          STATION DESCRIPTION
 AQ1891
 AQ1891'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1891'3.4 MI NE FROM ORMOND BEACH.
 AQ1891'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1891'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1891'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.9 MILES TO
 AQ1891'THE MARK. THE MARK BEARS 10.6 FEET NORTHEAST OF ORMOND BY THE SEA CITY
 AQ1891'LIMIT SIGN POST, 13.7 FEET NORTHWEST OF A PALM TREE, 25.5 FEET NORTH
 AQ1891'WEST OF A POWERLINE POLE, 26 FEET NORTHWEST OF NORTHWEST END OF A
 AQ1891'FENCE, AND 35.1 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1891'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1891'FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1893 ***********************************************************************
 AQ1893  DESIGNATION -  79 78 A 71 FLDNR
 AQ1893  PID         -  AQ1893
 AQ1893  STATE/COUNTY-  FL/VOLUSIA
 AQ1893  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1893
 AQ1893                         *CURRENT SURVEY CONTROL
 AQ1893  ___________________________________________________________________
 AQ1893* NAD 83(1986)-  29 19 32.     (N)    081 03 23.     (W)     SCALED    
 AQ1893* NAVD 88     -         6.470  (meters)      21.23   (feet)  ADJUSTED  
 AQ1893  ___________________________________________________________________
 AQ1893  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AQ1893  DYNAMIC HT  -           6.461 (meters)      21.20  (feet)  COMP
 AQ1893  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1893
 AQ1893  VERT ORDER  -  SECOND    CLASS II
 AQ1893
 AQ1893.The horizontal coordinates were scaled from a topographic map and have
 AQ1893.an estimated accuracy of +/- 6 seconds.
 AQ1893
 AQ1893.The orthometric height was determined by differential leveling
 AQ1893.and adjusted by the National Geodetic Survey in June 1991..
 AQ1893
 AQ1893.The geoid height was determined by GEOID03.
 AQ1893
 AQ1893.The dynamic height is computed by dividing the NAVD 88
 AQ1893.geopotential number by the normal gravity value computed on the
 AQ1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1893.degrees latitude (g = 980.6199 gals.).
 AQ1893
 AQ1893.The modeled gravity was interpolated from observed gravity values.
 AQ1893
 AQ1893;                    North         East    Units  Estimated Accuracy
 AQ1893;SPC FL E     -   553,110.      194,520.      MT  (+/- 180 meters Scaled)
 AQ1893
 AQ1893                          SUPERSEDED SURVEY CONTROL
 AQ1893
 AQ1893  NGVD 29 (09/01/92)    6.816  (m)           22.36   (f) ADJUSTED    2 2
 AQ1893
 AQ1893.Superseded values are not recommended for survey control.
 AQ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1893.See file dsdata.txt to determine how the superseded data were derived.
 AQ1893
 AQ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945440(NAD 83)
 AQ1893_MARKER: DD = SURVEY DISK
 AQ1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1893_SP_SET: CONCRETE POST
 AQ1893_STAMPING: 79 78 A71
 AQ1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1893+STABILITY: SURFACE MOTION
 AQ1893
 AQ1893  HISTORY     - Date     Condition        Report By
 AQ1893  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1893
 AQ1893                          STATION DESCRIPTION
 AQ1893
 AQ1893'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1893'4.1 MI NORTH FROM ORMOND BEACH.
 AQ1893'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND U.S. ROUTE 1 IN ORMOND
 AQ1893'BEACH. PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE
 AQ1893'JUNCTION OF STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.6
 AQ1893'MILES TO THE MARK, JUST NORTH OF A TEXACO STATION. THE MARK BEARS 25.0
 AQ1893'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 34.5 FEET NORTH
 AQ1893'EAST OF EAST END OF FENCE, 37.3 FEET NORTHEAST OF A SECURITY LIGHT
 AQ1893'POLE, AND 40.0 FEET SOUTHEAST OF A METAL WITNESS POST. MARK IS A
 AQ1893'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1893'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1892 ***********************************************************************
 AQ1892  DESIGNATION -  79 78 A 71 RM 1 FLDT
 AQ1892  PID         -  AQ1892
 AQ1892  STATE/COUNTY-  FL/VOLUSIA
 AQ1892  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1892
 AQ1892                         *CURRENT SURVEY CONTROL
 AQ1892  ___________________________________________________________________
 AQ1892* NAD 83(1986)-  29 19 32.     (N)    081 03 23.     (W)     SCALED    
 AQ1892* NAVD 88     -         6.597  (meters)      21.64   (feet)  ADJUSTED  
 AQ1892  ___________________________________________________________________
 AQ1892  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AQ1892  DYNAMIC HT  -           6.588 (meters)      21.61  (feet)  COMP
 AQ1892  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1892
 AQ1892  VERT ORDER  -  SECOND    CLASS II
 AQ1892
 AQ1892.The horizontal coordinates were scaled from a topographic map and have
 AQ1892.an estimated accuracy of +/- 6 seconds.
 AQ1892
 AQ1892.The orthometric height was determined by differential leveling
 AQ1892.and adjusted by the National Geodetic Survey in June 1991..
 AQ1892
 AQ1892.The geoid height was determined by GEOID03.
 AQ1892
 AQ1892.The dynamic height is computed by dividing the NAVD 88
 AQ1892.geopotential number by the normal gravity value computed on the
 AQ1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1892.degrees latitude (g = 980.6199 gals.).
 AQ1892
 AQ1892.The modeled gravity was interpolated from observed gravity values.
 AQ1892
 AQ1892;                    North         East    Units  Estimated Accuracy
 AQ1892;SPC FL E     -   553,110.      194,520.      MT  (+/- 180 meters Scaled)
 AQ1892
 AQ1892                          SUPERSEDED SURVEY CONTROL
 AQ1892
 AQ1892  NGVD 29 (09/01/92)    6.943  (m)           22.78   (f) ADJUSTED    2 2
 AQ1892
 AQ1892.Superseded values are not recommended for survey control.
 AQ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1892.See file dsdata.txt to determine how the superseded data were derived.
 AQ1892
 AQ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945440(NAD 83)
 AQ1892_MARKER: DD = SURVEY DISK
 AQ1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1892_SP_SET: 4X4 PRECAST
 AQ1892_STAMPING: 79 78 A71 RM NO 1
 AQ1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1892+STABILITY: SURFACE MOTION
 AQ1892
 AQ1892  HISTORY     - Date     Condition        Report By
 AQ1892  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1892
 AQ1892                          STATION DESCRIPTION
 AQ1892
 AQ1892'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1892'4.1 MI NORTH FROM ORMOND BEACH.
 AQ1892'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1892'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1892'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.6 MILES TO
 AQ1892'THE MARK, JUST NORTH OF A TEXACO STATION. THE MARK BEARS 2.6 FEET
 AQ1892'NORTH NORTHWEST OF A SECURITY LIGHT POLE, AND 2.4 FEET WEST OF THE
 AQ1892'EAST END OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1894 ***********************************************************************
 AQ1894  DESIGNATION -  79 78 A 71 RM 2 FLDT
 AQ1894  PID         -  AQ1894
 AQ1894  STATE/COUNTY-  FL/VOLUSIA
 AQ1894  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1894
 AQ1894                         *CURRENT SURVEY CONTROL
 AQ1894  ___________________________________________________________________
 AQ1894* NAD 83(1986)-  29 19 32.     (N)    081 03 23.     (W)     SCALED    
 AQ1894* NAVD 88     -         6.542  (meters)      21.46   (feet)  ADJUSTED  
 AQ1894  ___________________________________________________________________
 AQ1894  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AQ1894  DYNAMIC HT  -           6.533 (meters)      21.43  (feet)  COMP
 AQ1894  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1894
 AQ1894  VERT ORDER  -  SECOND    CLASS II
 AQ1894
 AQ1894.The horizontal coordinates were scaled from a topographic map and have
 AQ1894.an estimated accuracy of +/- 6 seconds.
 AQ1894
 AQ1894.The orthometric height was determined by differential leveling
 AQ1894.and adjusted by the National Geodetic Survey in June 1991..
 AQ1894
 AQ1894.The geoid height was determined by GEOID03.
 AQ1894
 AQ1894.The dynamic height is computed by dividing the NAVD 88
 AQ1894.geopotential number by the normal gravity value computed on the
 AQ1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1894.degrees latitude (g = 980.6199 gals.).
 AQ1894
 AQ1894.The modeled gravity was interpolated from observed gravity values.
 AQ1894
 AQ1894;                    North         East    Units  Estimated Accuracy
 AQ1894;SPC FL E     -   553,110.      194,520.      MT  (+/- 180 meters Scaled)
 AQ1894
 AQ1894                          SUPERSEDED SURVEY CONTROL
 AQ1894
 AQ1894  NGVD 29 (09/01/92)    6.887  (m)           22.60   (f) ADJUSTED    2 2
 AQ1894
 AQ1894.Superseded values are not recommended for survey control.
 AQ1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1894.See file dsdata.txt to determine how the superseded data were derived.
 AQ1894
 AQ1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945440(NAD 83)
 AQ1894_MARKER: DD = SURVEY DISK
 AQ1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1894_SP_SET: 4X4 PRECAST
 AQ1894_STAMPING: 79 78 A71 RM NO 2
 AQ1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1894+STABILITY: SURFACE MOTION
 AQ1894
 AQ1894  HISTORY     - Date     Condition        Report By
 AQ1894  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1894
 AQ1894                          STATION DESCRIPTION
 AQ1894
 AQ1894'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1894'4.1 MI NORTH FROM ORMOND BEACH.
 AQ1894'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1894'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1894'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.6 MILES TO
 AQ1894'THE MARK, JUCT NORTH OF A TEXACO STATION. THE MARK BEARS 34.4 FEET
 AQ1894'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 54 FEET NORTH OF THE
 AQ1894'EAST END OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1895 ***********************************************************************
 AQ1895  DESIGNATION -  79 78 A 72 FLDNR
 AQ1895  PID         -  AQ1895
 AQ1895  STATE/COUNTY-  FL/VOLUSIA
 AQ1895  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1895
 AQ1895                         *CURRENT SURVEY CONTROL
 AQ1895  ___________________________________________________________________
 AQ1895* NAD 83(1986)-  29 19 50.     (N)    081 03 31.     (W)     SCALED    
 AQ1895* NAVD 88     -         5.697  (meters)      18.69   (feet)  ADJUSTED  
 AQ1895  ___________________________________________________________________
 AQ1895  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AQ1895  DYNAMIC HT  -           5.689 (meters)      18.66  (feet)  COMP
 AQ1895  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1895
 AQ1895  VERT ORDER  -  SECOND    CLASS II
 AQ1895
 AQ1895.The horizontal coordinates were scaled from a topographic map and have
 AQ1895.an estimated accuracy of +/- 6 seconds.
 AQ1895
 AQ1895.The orthometric height was determined by differential leveling
 AQ1895.and adjusted by the National Geodetic Survey in June 1991..
 AQ1895
 AQ1895.The geoid height was determined by GEOID03.
 AQ1895
 AQ1895.The dynamic height is computed by dividing the NAVD 88
 AQ1895.geopotential number by the normal gravity value computed on the
 AQ1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1895.degrees latitude (g = 980.6199 gals.).
 AQ1895
 AQ1895.The modeled gravity was interpolated from observed gravity values.
 AQ1895
 AQ1895;                    North         East    Units  Estimated Accuracy
 AQ1895;SPC FL E     -   553,670.      194,310.      MT  (+/- 180 meters Scaled)
 AQ1895
 AQ1895                          SUPERSEDED SURVEY CONTROL
 AQ1895
 AQ1895  NGVD 29 (09/01/92)    6.041  (m)           19.82   (f) ADJUSTED    2 2
 AQ1895
 AQ1895.Superseded values are not recommended for survey control.
 AQ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1895.See file dsdata.txt to determine how the superseded data were derived.
 AQ1895
 AQ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN943446(NAD 83)
 AQ1895_MARKER: DD = SURVEY DISK
 AQ1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1895_SP_SET: CONCRETE POST
 AQ1895_STAMPING: 79 78 A72
 AQ1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1895+STABILITY: SURFACE MOTION
 AQ1895
 AQ1895  HISTORY     - Date     Condition        Report By
 AQ1895  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1895
 AQ1895                          STATION DESCRIPTION
 AQ1895
 AQ1895'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1895'4.4 MI NORTH FROM ORMOND BEACH.
 AQ1895'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1895'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1895'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.9 MILES TO
 AQ1895'THE MARK, IN FRONT OF CAMINO REAL APARTMENTS. THE MARK BEARS 17.6 FEET
 AQ1895'EAST OF POWERLINE POLE NUMBER 185HM376, 37.3 FEET NORTH OF THE CENTER
 AQ1895'OF ASPHALT DRIVEWAY, 25.4 FEET WEST OF THE CENTERLINE OF STATE ROAD
 AQ1895'A1A, AND 48.7 FEET EAST OF THE NORTHEAST CORNER OF THE SOUTH WING OF
 AQ1895'CAMINO REAL APARTMENT BUILDING. MARK IS A FLORIDA DEPARTMENT OF
 AQ1895'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1895'TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1898 ***********************************************************************
 AQ1898  DESIGNATION -  79 78 A 73 RM 1 FLDT
 AQ1898  PID         -  AQ1898
 AQ1898  STATE/COUNTY-  FL/VOLUSIA
 AQ1898  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1898
 AQ1898                         *CURRENT SURVEY CONTROL
 AQ1898  ___________________________________________________________________
 AQ1898* NAD 83(1986)-  29 20 04.     (N)    081 03 34.     (W)     SCALED    
 AQ1898* NAVD 88     -         4.567  (meters)      14.98   (feet)  ADJUSTED  
 AQ1898  ___________________________________________________________________
 AQ1898  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AQ1898  DYNAMIC HT  -           4.561 (meters)      14.96  (feet)  COMP
 AQ1898  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1898
 AQ1898  VERT ORDER  -  SECOND    CLASS II
 AQ1898
 AQ1898.The horizontal coordinates were scaled from a topographic map and have
 AQ1898.an estimated accuracy of +/- 6 seconds.
 AQ1898
 AQ1898.The orthometric height was determined by differential leveling
 AQ1898.and adjusted by the National Geodetic Survey in June 1991..
 AQ1898
 AQ1898.The geoid height was determined by GEOID03.
 AQ1898
 AQ1898.The dynamic height is computed by dividing the NAVD 88
 AQ1898.geopotential number by the normal gravity value computed on the
 AQ1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1898.degrees latitude (g = 980.6199 gals.).
 AQ1898
 AQ1898.The modeled gravity was interpolated from observed gravity values.
 AQ1898
 AQ1898;                    North         East    Units  Estimated Accuracy
 AQ1898;SPC FL E     -   554,100.      194,230.      MT  (+/- 180 meters Scaled)
 AQ1898
 AQ1898                          SUPERSEDED SURVEY CONTROL
 AQ1898
 AQ1898  NGVD 29 (09/01/92)    4.910  (m)           16.11   (f) ADJUSTED    2 2
 AQ1898
 AQ1898.Superseded values are not recommended for survey control.
 AQ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1898.See file dsdata.txt to determine how the superseded data were derived.
 AQ1898
 AQ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN942450(NAD 83)
 AQ1898_MARKER: DD = SURVEY DISK
 AQ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1898_SP_SET: 4X4 PRECAST
 AQ1898_STAMPING: 79 78 A73 RM NO 1
 AQ1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1898+STABILITY: SURFACE MOTION
 AQ1898
 AQ1898  HISTORY     - Date     Condition        Report By
 AQ1898  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1898  HISTORY     - 1984     GOOD             USPSQD
 AQ1898  HISTORY     - 20040329 MARK NOT FOUND   FL-127
 AQ1898
 AQ1898                          STATION DESCRIPTION
 AQ1898
 AQ1898'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1898'4.7 MI NORTH FROM ORMOND BEACH.
 AQ1898'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1898'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1898'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.2 MILES TO
 AQ1898'THE MARK. THE MARK BEARS 28.9 FEET NORTH OF A GUY WIRE POLE, AND 33.5
 AQ1898'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1898
 AQ1898                          STATION RECOVERY (1984)
 AQ1898
 AQ1898'RECOVERY NOTE BY US POWER SQUADRON 1984 (JD)
 AQ1898'RECOVERED IN GOOD CONDITION.
 AQ1898
 AQ1898                          STATION RECOVERY (2004)
 AQ1898
 AQ1898'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2004
 AQ1898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1896 ***********************************************************************
 AQ1896  DESIGNATION -  79 78 A 73 RM 2 FLDT
 AQ1896  PID         -  AQ1896
 AQ1896  STATE/COUNTY-  FL/VOLUSIA
 AQ1896  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1896
 AQ1896                         *CURRENT SURVEY CONTROL
 AQ1896  ___________________________________________________________________
 AQ1896* NAD 83(1986)-  29 20 04.     (N)    081 03 34.     (W)     SCALED    
 AQ1896* NAVD 88     -         4.441  (meters)      14.57   (feet)  ADJUSTED  
 AQ1896  ___________________________________________________________________
 AQ1896  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AQ1896  DYNAMIC HT  -           4.435 (meters)      14.55  (feet)  COMP
 AQ1896  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1896
 AQ1896  VERT ORDER  -  SECOND    CLASS II
 AQ1896
 AQ1896.The horizontal coordinates were scaled from a topographic map and have
 AQ1896.an estimated accuracy of +/- 6 seconds.
 AQ1896
 AQ1896.The orthometric height was determined by differential leveling
 AQ1896.and adjusted by the National Geodetic Survey in June 1991..
 AQ1896
 AQ1896.The geoid height was determined by GEOID03.
 AQ1896
 AQ1896.The dynamic height is computed by dividing the NAVD 88
 AQ1896.geopotential number by the normal gravity value computed on the
 AQ1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1896.degrees latitude (g = 980.6199 gals.).
 AQ1896
 AQ1896.The modeled gravity was interpolated from observed gravity values.
 AQ1896
 AQ1896;                    North         East    Units  Estimated Accuracy
 AQ1896;SPC FL E     -   554,100.      194,230.      MT  (+/- 180 meters Scaled)
 AQ1896
 AQ1896                          SUPERSEDED SURVEY CONTROL
 AQ1896
 AQ1896  NGVD 29 (09/01/92)    4.784  (m)           15.70   (f) ADJUSTED    2 2
 AQ1896
 AQ1896.Superseded values are not recommended for survey control.
 AQ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1896.See file dsdata.txt to determine how the superseded data were derived.
 AQ1896
 AQ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN942450(NAD 83)
 AQ1896_MARKER: DD = SURVEY DISK
 AQ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1896_SP_SET: CONCRETE POST
 AQ1896_STAMPING: 79 78 A73 RM NO 2
 AQ1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1896+STABILITY: SURFACE MOTION
 AQ1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1896+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AQ1896
 AQ1896  HISTORY     - Date     Condition        Report By
 AQ1896  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1896  HISTORY     - 1990     GOOD             USPSQD
 AQ1896  HISTORY     - 20040329 GOOD             FL-127
 AQ1896
 AQ1896                          STATION DESCRIPTION
 AQ1896
 AQ1896'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1896'4.7 MI NORTH FROM ORMOND BEACH.
 AQ1896'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1896'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1896'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.2 MILES TO
 AQ1896'THE MARK, WHICH BEARS 14.3 FEET EAST OF A POWERLINE GUY POLE, AND 35.5
 AQ1896'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1896
 AQ1896                          STATION RECOVERY (1990)
 AQ1896
 AQ1896'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1896'RECOVERED IN GOOD CONDITION.
 AQ1896
 AQ1896                          STATION RECOVERY (2004)
 AQ1896
 AQ1896'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2004
 AQ1896'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND A1A (OCEAN SHORE BLVD).
 AQ1896' 
 AQ1896'THENCE NORTH ON A1A FOR 3.2 MILES TO THE STATION ON THE RIGHT. STATION
 AQ1896'IS 35 FEET EAST OF THE CENTERLINE OF A1A, 121.8 FEET NORTHEAST OF THE
 AQ1896'CENTERLINE OF A1A AND ROBERTA ROAD,98.6 FEET NORTHWEST OF THE
 AQ1896'NORTHWEST CORNER OF THE BEACH PATROL HEADQUARTERS AND 3 FEET WEST OF A
 AQ1896'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1900 ***********************************************************************
 AQ1900  DESIGNATION -  79 78 A 74 FLDNR
 AQ1900  PID         -  AQ1900
 AQ1900  STATE/COUNTY-  FL/VOLUSIA
 AQ1900  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1900
 AQ1900                         *CURRENT SURVEY CONTROL
 AQ1900  ___________________________________________________________________
 AQ1900* NAD 83(1986)-  29 20 34.     (N)    081 03 47.     (W)     SCALED    
 AQ1900* NAVD 88     -         3.892  (meters)      12.77   (feet)  ADJUSTED  
 AQ1900  ___________________________________________________________________
 AQ1900  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AQ1900  DYNAMIC HT  -           3.887 (meters)      12.75  (feet)  COMP
 AQ1900  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1900
 AQ1900  VERT ORDER  -  SECOND    CLASS II
 AQ1900
 AQ1900.The horizontal coordinates were scaled from a topographic map and have
 AQ1900.an estimated accuracy of +/- 6 seconds.
 AQ1900
 AQ1900.The orthometric height was determined by differential leveling
 AQ1900.and adjusted by the National Geodetic Survey in June 1991..
 AQ1900
 AQ1900.The geoid height was determined by GEOID03.
 AQ1900
 AQ1900.The dynamic height is computed by dividing the NAVD 88
 AQ1900.geopotential number by the normal gravity value computed on the
 AQ1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1900.degrees latitude (g = 980.6199 gals.).
 AQ1900
 AQ1900.The modeled gravity was interpolated from observed gravity values.
 AQ1900
 AQ1900;                    North         East    Units  Estimated Accuracy
 AQ1900;SPC FL E     -   555,020.      193,880.      MT  (+/- 180 meters Scaled)
 AQ1900
 AQ1900                          SUPERSEDED SURVEY CONTROL
 AQ1900
 AQ1900  NGVD 29 (09/01/92)    4.232  (m)           13.88   (f) ADJUSTED    2 2
 AQ1900
 AQ1900.Superseded values are not recommended for survey control.
 AQ1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1900.See file dsdata.txt to determine how the superseded data were derived.
 AQ1900
 AQ1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN938459(NAD 83)
 AQ1900_MARKER: DD = SURVEY DISK
 AQ1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1900_SP_SET: CONCRETE POST
 AQ1900_STAMPING: 79 78 A74
 AQ1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1900+STABILITY: SURFACE MOTION
 AQ1900
 AQ1900  HISTORY     - Date     Condition        Report By
 AQ1900  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1900  HISTORY     - 1986     GOOD             USPSQD
 AQ1900
 AQ1900                          STATION DESCRIPTION
 AQ1900
 AQ1900'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1900'5.3 MI NORTH FROM ORMOND BEACH.
 AQ1900'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1900'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1900'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.8 MILES TO
 AQ1900'THE MARK, IN FRONT OF AND ACROSS STREET FROM THE SOUTH ENTRANCE OF
 AQ1900'A CIRULAR DRIVE TO AN OLD MOTEL. THE MARK BEARS 22.6 FEET SOUTH SOUTH
 AQ1900'WEST OF A LONE PALM TREE, 19.4 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1900'STATE ROAD A1A, AND 5.6 FEET SOUTHWEST OF A BUS STOP SIGN POST.
 AQ1900'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1900'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1900
 AQ1900                          STATION RECOVERY (1986)
 AQ1900
 AQ1900'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AQ1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1901 ***********************************************************************
 AQ1901  DESIGNATION -  79 78 A 74 RM 1 FLDT
 AQ1901  PID         -  AQ1901
 AQ1901  STATE/COUNTY-  FL/VOLUSIA
 AQ1901  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1901
 AQ1901                         *CURRENT SURVEY CONTROL
 AQ1901  ___________________________________________________________________
 AQ1901* NAD 83(1986)-  29 20 34.     (N)    081 03 47.     (W)     SCALED    
 AQ1901* NAVD 88     -         4.272  (meters)      14.02   (feet)  ADJUSTED  
 AQ1901  ___________________________________________________________________
 AQ1901  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AQ1901  DYNAMIC HT  -           4.266 (meters)      14.00  (feet)  COMP
 AQ1901  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1901
 AQ1901  VERT ORDER  -  SECOND    CLASS II
 AQ1901
 AQ1901.The horizontal coordinates were scaled from a topographic map and have
 AQ1901.an estimated accuracy of +/- 6 seconds.
 AQ1901
 AQ1901.The orthometric height was determined by differential leveling
 AQ1901.and adjusted by the National Geodetic Survey in June 1991..
 AQ1901
 AQ1901.The geoid height was determined by GEOID03.
 AQ1901
 AQ1901.The dynamic height is computed by dividing the NAVD 88
 AQ1901.geopotential number by the normal gravity value computed on the
 AQ1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1901.degrees latitude (g = 980.6199 gals.).
 AQ1901
 AQ1901.The modeled gravity was interpolated from observed gravity values.
 AQ1901
 AQ1901;                    North         East    Units  Estimated Accuracy
 AQ1901;SPC FL E     -   555,020.      193,880.      MT  (+/- 180 meters Scaled)
 AQ1901
 AQ1901                          SUPERSEDED SURVEY CONTROL
 AQ1901
 AQ1901  NGVD 29 (09/01/92)    4.612  (m)           15.13   (f) ADJUSTED    2 2
 AQ1901
 AQ1901.Superseded values are not recommended for survey control.
 AQ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1901.See file dsdata.txt to determine how the superseded data were derived.
 AQ1901
 AQ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN938459(NAD 83)
 AQ1901_MARKER: DD = SURVEY DISK
 AQ1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1901_SP_SET: 4X4 PRECAST
 AQ1901_STAMPING: 79 78 A74 RM NO 1
 AQ1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1901+STABILITY: SURFACE MOTION
 AQ1901
 AQ1901  HISTORY     - Date     Condition        Report By
 AQ1901  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1901
 AQ1901                          STATION DESCRIPTION
 AQ1901
 AQ1901'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1901'5.3 MI NORTH FROM ORMOND BEACH.
 AQ1901'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1901'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1901'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.8 MILES. THE
 AQ1901'MARK BEARS 38.4 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1901'AND 22.5 FEET NORTH NORTHWEST OF A LONE PALM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1899 ***********************************************************************
 AQ1899  DESIGNATION -  79 78 A 74 RM 2 FLDT
 AQ1899  PID         -  AQ1899
 AQ1899  STATE/COUNTY-  FL/VOLUSIA
 AQ1899  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1899
 AQ1899                         *CURRENT SURVEY CONTROL
 AQ1899  ___________________________________________________________________
 AQ1899* NAD 83(1986)-  29 20 34.     (N)    081 03 47.     (W)     SCALED    
 AQ1899* NAVD 88     -         4.222  (meters)      13.85   (feet)  ADJUSTED  
 AQ1899  ___________________________________________________________________
 AQ1899  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AQ1899  DYNAMIC HT  -           4.216 (meters)      13.83  (feet)  COMP
 AQ1899  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1899
 AQ1899  VERT ORDER  -  SECOND    CLASS II
 AQ1899
 AQ1899.The horizontal coordinates were scaled from a topographic map and have
 AQ1899.an estimated accuracy of +/- 6 seconds.
 AQ1899
 AQ1899.The orthometric height was determined by differential leveling
 AQ1899.and adjusted by the National Geodetic Survey in June 1991..
 AQ1899
 AQ1899.The geoid height was determined by GEOID03.
 AQ1899
 AQ1899.The dynamic height is computed by dividing the NAVD 88
 AQ1899.geopotential number by the normal gravity value computed on the
 AQ1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1899.degrees latitude (g = 980.6199 gals.).
 AQ1899
 AQ1899.The modeled gravity was interpolated from observed gravity values.
 AQ1899
 AQ1899;                    North         East    Units  Estimated Accuracy
 AQ1899;SPC FL E     -   555,020.      193,880.      MT  (+/- 180 meters Scaled)
 AQ1899
 AQ1899                          SUPERSEDED SURVEY CONTROL
 AQ1899
 AQ1899  NGVD 29 (09/01/92)    4.562  (m)           14.97   (f) ADJUSTED    2 2
 AQ1899
 AQ1899.Superseded values are not recommended for survey control.
 AQ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1899.See file dsdata.txt to determine how the superseded data were derived.
 AQ1899
 AQ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN938459(NAD 83)
 AQ1899_MARKER: DD = SURVEY DISK
 AQ1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1899_SP_SET: 4X4 PRECAST
 AQ1899_STAMPING: 79 78 A74 RM NO 2
 AQ1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1899+STABILITY: SURFACE MOTION
 AQ1899
 AQ1899  HISTORY     - Date     Condition        Report By
 AQ1899  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1899  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1899
 AQ1899                          STATION DESCRIPTION
 AQ1899
 AQ1899'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1899'5.3 MI NORTH FROM ORMOND BEACH.
 AQ1899'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1899'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1899'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.8 MILES. THE
 AQ1899'MARK BEARS 49.7 FEET SOUTHEAST OF A LONE PALM TREE, AND 32.9 FEET
 AQ1899'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1899
 AQ1899                          STATION RECOVERY (1990)
 AQ1899
 AQ1899'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1902 ***********************************************************************
 AQ1902  DESIGNATION -  79 78 A 75 FLDNR
 AQ1902  PID         -  AQ1902
 AQ1902  STATE/COUNTY-  FL/VOLUSIA
 AQ1902  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1902
 AQ1902                         *CURRENT SURVEY CONTROL
 AQ1902  ___________________________________________________________________
 AQ1902* NAD 83(1986)-  29 20 59.     (N)    081 04 00.     (W)     SCALED    
 AQ1902* NAVD 88     -         4.807  (meters)      15.77   (feet)  ADJUSTED  
 AQ1902  ___________________________________________________________________
 AQ1902  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AQ1902  DYNAMIC HT  -           4.800 (meters)      15.75  (feet)  COMP
 AQ1902  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AQ1902
 AQ1902  VERT ORDER  -  SECOND    CLASS II
 AQ1902
 AQ1902.The horizontal coordinates were scaled from a topographic map and have
 AQ1902.an estimated accuracy of +/- 6 seconds.
 AQ1902
 AQ1902.The orthometric height was determined by differential leveling
 AQ1902.and adjusted by the National Geodetic Survey in June 1991..
 AQ1902
 AQ1902.The geoid height was determined by GEOID03.
 AQ1902
 AQ1902.The dynamic height is computed by dividing the NAVD 88
 AQ1902.geopotential number by the normal gravity value computed on the
 AQ1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1902.degrees latitude (g = 980.6199 gals.).
 AQ1902
 AQ1902.The modeled gravity was interpolated from observed gravity values.
 AQ1902
 AQ1902;                    North         East    Units  Estimated Accuracy
 AQ1902;SPC FL E     -   555,790.      193,530.      MT  (+/- 180 meters Scaled)
 AQ1902
 AQ1902                          SUPERSEDED SURVEY CONTROL
 AQ1902
 AQ1902  NGVD 29 (09/01/92)    5.145  (m)           16.88   (f) ADJUSTED    2 2
 AQ1902
 AQ1902.Superseded values are not recommended for survey control.
 AQ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1902.See file dsdata.txt to determine how the superseded data were derived.
 AQ1902
 AQ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN935467(NAD 83)
 AQ1902_MARKER: DD = SURVEY DISK
 AQ1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1902_SP_SET: CONCRETE POST
 AQ1902_STAMPING: 79 78 A75
 AQ1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1902+STABILITY: SURFACE MOTION
 AQ1902
 AQ1902  HISTORY     - Date     Condition        Report By
 AQ1902  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1902
 AQ1902                          STATION DESCRIPTION
 AQ1902
 AQ1902'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1902'5.8 MI NORTH FROM ORMOND BEACH.
 AQ1902'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1902'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1902'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 4.3 MILES TO A
 AQ1902'POINT JUST NORTH OF THE HAYES REALITY COMPANY. THE MARK BEARS 33.5
 AQ1902'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE BOOTH, 28.8 FEET
 AQ1902'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 25.5 FEET SOUTHEAST
 AQ1902'OF A POWERPOLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1902'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1904 ***********************************************************************
 AQ1904  DESIGNATION -  79 78 A 76 FLDNR
 AQ1904  PID         -  AQ1904
 AQ1904  STATE/COUNTY-  FL/VOLUSIA
 AQ1904  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1904
 AQ1904                         *CURRENT SURVEY CONTROL
 AQ1904  ___________________________________________________________________
 AQ1904* NAD 83(1986)-  29 21 24.     (N)    081 04 11.     (W)     SCALED    
 AQ1904* NAVD 88     -         5.112  (meters)      16.77   (feet)  ADJUSTED  
 AQ1904  ___________________________________________________________________
 AQ1904  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AQ1904  DYNAMIC HT  -           5.105 (meters)      16.75  (feet)  COMP
 AQ1904  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1904
 AQ1904  VERT ORDER  -  SECOND    CLASS II
 AQ1904
 AQ1904.The horizontal coordinates were scaled from a topographic map and have
 AQ1904.an estimated accuracy of +/- 6 seconds.
 AQ1904
 AQ1904.The orthometric height was determined by differential leveling
 AQ1904.and adjusted by the National Geodetic Survey in June 1991..
 AQ1904
 AQ1904.The geoid height was determined by GEOID03.
 AQ1904
 AQ1904.The dynamic height is computed by dividing the NAVD 88
 AQ1904.geopotential number by the normal gravity value computed on the
 AQ1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1904.degrees latitude (g = 980.6199 gals.).
 AQ1904
 AQ1904.The modeled gravity was interpolated from observed gravity values.
 AQ1904
 AQ1904;                    North         East    Units  Estimated Accuracy
 AQ1904;SPC FL E     -   556,560.      193,230.      MT  (+/- 180 meters Scaled)
 AQ1904
 AQ1904                          SUPERSEDED SURVEY CONTROL
 AQ1904
 AQ1904  NGVD 29 (09/01/92)    5.449  (m)           17.88   (f) ADJUSTED    2 2
 AQ1904
 AQ1904.Superseded values are not recommended for survey control.
 AQ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1904.See file dsdata.txt to determine how the superseded data were derived.
 AQ1904
 AQ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN932475(NAD 83)
 AQ1904_MARKER: DD = SURVEY DISK
 AQ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1904_SP_SET: CONCRETE POST
 AQ1904_STAMPING: 79 78 A76
 AQ1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1904+STABILITY: SURFACE MOTION
 AQ1904
 AQ1904  HISTORY     - Date     Condition        Report By
 AQ1904  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1904  HISTORY     - 1990     GOOD             USPSQD
 AQ1904
 AQ1904                          STATION DESCRIPTION
 AQ1904
 AQ1904'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1904'6.3 MI NORTH FROM ORMOND BEACH.
 AQ1904'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1904'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1904'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 4.8 MILES TO A
 AQ1904'POINT JUST NORTH OF SAN JOSE DRIVE. THE MARK BEARS 18.2 FEET NORTHEAST
 AQ1904'OF THE CENTERLINE OF STATE ROAD A1A, AND 14.9 FEET NORTHWEST OF A BUS
 AQ1904'STOP SIGN POST. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1904'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1904
 AQ1904                          STATION RECOVERY (1990)
 AQ1904
 AQ1904'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1905 ***********************************************************************
 AQ1905  DESIGNATION -  79 78 A 76 RM 1 FLDT
 AQ1905  PID         -  AQ1905
 AQ1905  STATE/COUNTY-  FL/VOLUSIA
 AQ1905  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1905
 AQ1905                         *CURRENT SURVEY CONTROL
 AQ1905  ___________________________________________________________________
 AQ1905* NAD 83(1986)-  29 21 24.     (N)    081 04 11.     (W)     SCALED    
 AQ1905* NAVD 88     -         5.325  (meters)      17.47   (feet)  ADJUSTED  
 AQ1905  ___________________________________________________________________
 AQ1905  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AQ1905  DYNAMIC HT  -           5.318 (meters)      17.45  (feet)  COMP
 AQ1905  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ1905
 AQ1905  VERT ORDER  -  SECOND    CLASS II
 AQ1905
 AQ1905.The horizontal coordinates were scaled from a topographic map and have
 AQ1905.an estimated accuracy of +/- 6 seconds.
 AQ1905
 AQ1905.The orthometric height was determined by differential leveling
 AQ1905.and adjusted by the National Geodetic Survey in June 1991..
 AQ1905
 AQ1905.The geoid height was determined by GEOID03.
 AQ1905
 AQ1905.The dynamic height is computed by dividing the NAVD 88
 AQ1905.geopotential number by the normal gravity value computed on the
 AQ1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1905.degrees latitude (g = 980.6199 gals.).
 AQ1905
 AQ1905.The modeled gravity was interpolated from observed gravity values.
 AQ1905
 AQ1905;                    North         East    Units  Estimated Accuracy
 AQ1905;SPC FL E     -   556,560.      193,230.      MT  (+/- 180 meters Scaled)
 AQ1905
 AQ1905                          SUPERSEDED SURVEY CONTROL
 AQ1905
 AQ1905  NGVD 29 (09/01/92)    5.662  (m)           18.58   (f) ADJUSTED    2 2
 AQ1905
 AQ1905.Superseded values are not recommended for survey control.
 AQ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1905.See file dsdata.txt to determine how the superseded data were derived.
 AQ1905
 AQ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN932475(NAD 83)
 AQ1905_MARKER: DD = SURVEY DISK
 AQ1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1905_SP_SET: 4X4 PRECAST
 AQ1905_STAMPING: 79 78 A76 RM NO 1
 AQ1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1905+STABILITY: SURFACE MOTION
 AQ1905
 AQ1905  HISTORY     - Date     Condition        Report By
 AQ1905  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1905
 AQ1905                          STATION DESCRIPTION
 AQ1905
 AQ1905'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1905'6.3 MI NORTH FROM ORMOND BEACH.
 AQ1905'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1905'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1905'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 4.8 MILES TO A
 AQ1905'POINT JUST NORTH OF SAN JOSE DRIVE. THE MARK BEARS 46.1 FEET NORTH
 AQ1905'NORTHWEST OF A BUS STOP SIGN POST, AND 25.9 FEET NORTHEAST OF THE
 AQ1905'CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1907 ***********************************************************************
 AQ1907  DESIGNATION -  79 78 A 77 FLDNR
 AQ1907  PID         -  AQ1907
 AQ1907  STATE/COUNTY-  FL/VOLUSIA
 AQ1907  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1907
 AQ1907                         *CURRENT SURVEY CONTROL
 AQ1907  ___________________________________________________________________
 AQ1907* NAD 83(1986)-  29 22 04.     (N)    081 04 31.     (W)     SCALED    
 AQ1907* NAVD 88     -         6.155  (meters)      20.19   (feet)  ADJUSTED  
 AQ1907  ___________________________________________________________________
 AQ1907  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AQ1907  DYNAMIC HT  -           6.147 (meters)      20.17  (feet)  COMP
 AQ1907  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AQ1907
 AQ1907  VERT ORDER  -  SECOND    CLASS II
 AQ1907
 AQ1907.The horizontal coordinates were scaled from a topographic map and have
 AQ1907.an estimated accuracy of +/- 6 seconds.
 AQ1907
 AQ1907.The orthometric height was determined by differential leveling
 AQ1907.and adjusted by the National Geodetic Survey in June 1991..
 AQ1907
 AQ1907.The geoid height was determined by GEOID03.
 AQ1907
 AQ1907.The dynamic height is computed by dividing the NAVD 88
 AQ1907.geopotential number by the normal gravity value computed on the
 AQ1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1907.degrees latitude (g = 980.6199 gals.).
 AQ1907
 AQ1907.The modeled gravity was interpolated from observed gravity values.
 AQ1907
 AQ1907;                    North         East    Units  Estimated Accuracy
 AQ1907;SPC FL E     -   557,790.      192,690.      MT  (+/- 180 meters Scaled)
 AQ1907
 AQ1907                          SUPERSEDED SURVEY CONTROL
 AQ1907
 AQ1907  NGVD 29 (09/01/92)    6.495  (m)           21.31   (f) ADJUSTED    2 2
 AQ1907
 AQ1907.Superseded values are not recommended for survey control.
 AQ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1907.See file dsdata.txt to determine how the superseded data were derived.
 AQ1907
 AQ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN926487(NAD 83)
 AQ1907_MARKER: DD = SURVEY DISK
 AQ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1907_SP_SET: CONCRETE POST
 AQ1907_STAMPING: 79 78 A77
 AQ1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1907+STABILITY: SURFACE MOTION
 AQ1907
 AQ1907  HISTORY     - Date     Condition        Report By
 AQ1907  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1907  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1907
 AQ1907                          STATION DESCRIPTION
 AQ1907
 AQ1907'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1907'71. MI NORTH FROM ORMOND BEACH.
 AQ1907'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1907'PROCEED NORTHEASTERLY ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION
 AQ1907'OF STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 5.6 MILES TO
 AQ1907'A POINT JUST SOUTH OF THE JUNCTION OF MARTIN DRIVE. THE MARK BEARS 72
 AQ1907'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RESTAURANT, 27.3 FEET
 AQ1907'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 10.6 FEET NORTHEAST
 AQ1907'OF A POWERPOLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1907'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1907
 AQ1907                          STATION RECOVERY (1990)
 AQ1907
 AQ1907'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1906 ***********************************************************************
 AQ1906  DESIGNATION -  79 78 A 77 RM 1 FLDT
 AQ1906  PID         -  AQ1906
 AQ1906  STATE/COUNTY-  FL/VOLUSIA
 AQ1906  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1906
 AQ1906                         *CURRENT SURVEY CONTROL
 AQ1906  ___________________________________________________________________
 AQ1906* NAD 83(1986)-  29 22 04.     (N)    081 04 31.     (W)     SCALED    
 AQ1906* NAVD 88     -         6.066  (meters)      19.90   (feet)  ADJUSTED  
 AQ1906  ___________________________________________________________________
 AQ1906  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AQ1906  DYNAMIC HT  -           6.058 (meters)      19.88  (feet)  COMP
 AQ1906  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AQ1906
 AQ1906  VERT ORDER  -  SECOND    CLASS II
 AQ1906
 AQ1906.The horizontal coordinates were scaled from a topographic map and have
 AQ1906.an estimated accuracy of +/- 6 seconds.
 AQ1906
 AQ1906.The orthometric height was determined by differential leveling
 AQ1906.and adjusted by the National Geodetic Survey in June 1991..
 AQ1906
 AQ1906.The geoid height was determined by GEOID03.
 AQ1906
 AQ1906.The dynamic height is computed by dividing the NAVD 88
 AQ1906.geopotential number by the normal gravity value computed on the
 AQ1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1906.degrees latitude (g = 980.6199 gals.).
 AQ1906
 AQ1906.The modeled gravity was interpolated from observed gravity values.
 AQ1906
 AQ1906;                    North         East    Units  Estimated Accuracy
 AQ1906;SPC FL E     -   557,790.      192,690.      MT  (+/- 180 meters Scaled)
 AQ1906
 AQ1906                          SUPERSEDED SURVEY CONTROL
 AQ1906
 AQ1906  NGVD 29 (09/01/92)    6.406  (m)           21.02   (f) ADJUSTED    2 2
 AQ1906
 AQ1906.Superseded values are not recommended for survey control.
 AQ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1906.See file dsdata.txt to determine how the superseded data were derived.
 AQ1906
 AQ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN926487(NAD 83)
 AQ1906_MARKER: DD = SURVEY DISK
 AQ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1906_SP_SET: 4X4 PRECAST
 AQ1906_STAMPING: 79 78 A77 RM NO 1
 AQ1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1906+STABILITY: SURFACE MOTION
 AQ1906
 AQ1906  HISTORY     - Date     Condition        Report By
 AQ1906  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1906  HISTORY     - 1990     GOOD             USPSQD
 AQ1906
 AQ1906                          STATION DESCRIPTION
 AQ1906
 AQ1906'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1906'7.1 MI NORTH FROM ORMOND BEACH.
 AQ1906'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1906'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1906'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 5.6 MILES TO A
 AQ1906'POINT JUST SOUTH OF THE JUNCTION OF MARTIN DRIVE. THE MARK BEARS 31.4
 AQ1906'FEET SOUTHEAST OF A POWER POLE, AND 25.4 FEET SOUTHWEST OF THE CENTER
 AQ1906'LINE OF STATE ROAD A1A.
 AQ1906
 AQ1906                          STATION RECOVERY (1990)
 AQ1906
 AQ1906'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1908 ***********************************************************************
 AQ1908  DESIGNATION -  79 78 A 77 RM 2 FLDT
 AQ1908  PID         -  AQ1908
 AQ1908  STATE/COUNTY-  FL/VOLUSIA
 AQ1908  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1908
 AQ1908                         *CURRENT SURVEY CONTROL
 AQ1908  ___________________________________________________________________
 AQ1908* NAD 83(1986)-  29 22 04.     (N)    081 04 31.     (W)     SCALED    
 AQ1908* NAVD 88     -         6.262  (meters)      20.54   (feet)  ADJUSTED  
 AQ1908  ___________________________________________________________________
 AQ1908  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AQ1908  DYNAMIC HT  -           6.253 (meters)      20.52  (feet)  COMP
 AQ1908  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AQ1908
 AQ1908  VERT ORDER  -  SECOND    CLASS II
 AQ1908
 AQ1908.The horizontal coordinates were scaled from a topographic map and have
 AQ1908.an estimated accuracy of +/- 6 seconds.
 AQ1908
 AQ1908.The orthometric height was determined by differential leveling
 AQ1908.and adjusted by the National Geodetic Survey in June 1991..
 AQ1908
 AQ1908.The geoid height was determined by GEOID03.
 AQ1908
 AQ1908.The dynamic height is computed by dividing the NAVD 88
 AQ1908.geopotential number by the normal gravity value computed on the
 AQ1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1908.degrees latitude (g = 980.6199 gals.).
 AQ1908
 AQ1908.The modeled gravity was interpolated from observed gravity values.
 AQ1908
 AQ1908;                    North         East    Units  Estimated Accuracy
 AQ1908;SPC FL E     -   557,790.      192,690.      MT  (+/- 180 meters Scaled)
 AQ1908
 AQ1908                          SUPERSEDED SURVEY CONTROL
 AQ1908
 AQ1908  NGVD 29 (09/01/92)    6.601  (m)           21.66   (f) ADJUSTED    2 2
 AQ1908
 AQ1908.Superseded values are not recommended for survey control.
 AQ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1908.See file dsdata.txt to determine how the superseded data were derived.
 AQ1908
 AQ1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN926487(NAD 83)
 AQ1908_MARKER: DD = SURVEY DISK
 AQ1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1908_SP_SET: 4X4 PRECAST
 AQ1908_STAMPING: 79 78 A77 RM NO 2
 AQ1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1908+STABILITY: SURFACE MOTION
 AQ1908
 AQ1908  HISTORY     - Date     Condition        Report By
 AQ1908  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1908  HISTORY     - 1990     GOOD             USPSQD
 AQ1908
 AQ1908                          STATION DESCRIPTION
 AQ1908
 AQ1908'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1908'7.1 MI NORTH FROM ORMOND BEACH.
 AQ1908'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1908'PROCEED NORTHEASTERLY ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION
 AQ1908'OF STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 5.6 MILES TO
 AQ1908'A POINT JUST SOUTH OF THE JUNCTION OF MARTIN DRIVE. THE MARK BEARS
 AQ1908'61.3 FEET SOUTHEAST SOUTHEAST OF THE SOUTHEAST CORNER OF A RESTAURANT,
 AQ1908'45.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 8.9 FEET
 AQ1908'WEST OF A POWER POLE.
 AQ1908
 AQ1908                          STATION RECOVERY (1990)
 AQ1908
 AQ1908'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1910 ***********************************************************************
 AQ1910  DESIGNATION -  79 78 A 78 FLDNR
 AQ1910  PID         -  AQ1910
 AQ1910  STATE/COUNTY-  FL/VOLUSIA
 AQ1910  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1910
 AQ1910                         *CURRENT SURVEY CONTROL
 AQ1910  ___________________________________________________________________
 AQ1910* NAD 83(1986)-  29 22 39.     (N)    081 04 48.     (W)     SCALED    
 AQ1910* NAVD 88     -         6.174  (meters)      20.26   (feet)  ADJUSTED  
 AQ1910  ___________________________________________________________________
 AQ1910  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AQ1910  DYNAMIC HT  -           6.166 (meters)      20.23  (feet)  COMP
 AQ1910  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AQ1910
 AQ1910  VERT ORDER  -  SECOND    CLASS II
 AQ1910
 AQ1910.The horizontal coordinates were scaled from a topographic map and have
 AQ1910.an estimated accuracy of +/- 6 seconds.
 AQ1910
 AQ1910.The orthometric height was determined by differential leveling
 AQ1910.and adjusted by the National Geodetic Survey in June 1991..
 AQ1910
 AQ1910.The geoid height was determined by GEOID03.
 AQ1910
 AQ1910.The dynamic height is computed by dividing the NAVD 88
 AQ1910.geopotential number by the normal gravity value computed on the
 AQ1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1910.degrees latitude (g = 980.6199 gals.).
 AQ1910
 AQ1910.The modeled gravity was interpolated from observed gravity values.
 AQ1910
 AQ1910;                    North         East    Units  Estimated Accuracy
 AQ1910;SPC FL E     -   558,870.      192,230.      MT  (+/- 180 meters Scaled)
 AQ1910
 AQ1910                          SUPERSEDED SURVEY CONTROL
 AQ1910
 AQ1910  NGVD 29 (09/01/92)    6.515  (m)           21.37   (f) ADJUSTED    2 2
 AQ1910
 AQ1910.Superseded values are not recommended for survey control.
 AQ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1910.See file dsdata.txt to determine how the superseded data were derived.
 AQ1910
 AQ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN922498(NAD 83)
 AQ1910_MARKER: DD = SURVEY DISK
 AQ1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1910_SP_SET: CONCRETE POST
 AQ1910_STAMPING: 79 78 A78
 AQ1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1910+STABILITY: SURFACE MOTION
 AQ1910
 AQ1910  HISTORY     - Date     Condition        Report By
 AQ1910  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1910
 AQ1910                          STATION DESCRIPTION
 AQ1910
 AQ1910'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1910'7.8 MI NORTH FROM ORMOND BEACH.
 AQ1910'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1910'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1910'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 6.3 MILES. THE
 AQ1910'MARK BEARS ABOUT 500 FEET NORTH OF THE JUNCTION OF OCEAN AIRE TERRACE,
 AQ1910'AND 23.2 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A
 AQ1910'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1910'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1909 ***********************************************************************
 AQ1909  DESIGNATION -  79 78 A 78 RM 1 FLDT
 AQ1909  PID         -  AQ1909
 AQ1909  STATE/COUNTY-  FL/VOLUSIA
 AQ1909  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1909
 AQ1909                         *CURRENT SURVEY CONTROL
 AQ1909  ___________________________________________________________________
 AQ1909* NAD 83(1986)-  29 22 39.     (N)    081 04 48.     (W)     SCALED    
 AQ1909* NAVD 88     -         6.288  (meters)      20.63   (feet)  ADJUSTED  
 AQ1909  ___________________________________________________________________
 AQ1909  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AQ1909  DYNAMIC HT  -           6.279 (meters)      20.60  (feet)  COMP
 AQ1909  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AQ1909
 AQ1909  VERT ORDER  -  SECOND    CLASS II
 AQ1909
 AQ1909.The horizontal coordinates were scaled from a topographic map and have
 AQ1909.an estimated accuracy of +/- 6 seconds.
 AQ1909
 AQ1909.The orthometric height was determined by differential leveling
 AQ1909.and adjusted by the National Geodetic Survey in June 1991..
 AQ1909
 AQ1909.The geoid height was determined by GEOID03.
 AQ1909
 AQ1909.The dynamic height is computed by dividing the NAVD 88
 AQ1909.geopotential number by the normal gravity value computed on the
 AQ1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1909.degrees latitude (g = 980.6199 gals.).
 AQ1909
 AQ1909.The modeled gravity was interpolated from observed gravity values.
 AQ1909
 AQ1909;                    North         East    Units  Estimated Accuracy
 AQ1909;SPC FL E     -   558,870.      192,230.      MT  (+/- 180 meters Scaled)
 AQ1909
 AQ1909                          SUPERSEDED SURVEY CONTROL
 AQ1909
 AQ1909  NGVD 29 (09/01/92)    6.628  (m)           21.75   (f) ADJUSTED    2 2
 AQ1909
 AQ1909.Superseded values are not recommended for survey control.
 AQ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1909.See file dsdata.txt to determine how the superseded data were derived.
 AQ1909
 AQ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN922498(NAD 83)
 AQ1909_MARKER: DD = SURVEY DISK
 AQ1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1909_SP_SET: 4X4 PRECAST
 AQ1909_STAMPING: 79 78 A78 RM NO 1
 AQ1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1909+STABILITY: SURFACE MOTION
 AQ1909
 AQ1909  HISTORY     - Date     Condition        Report By
 AQ1909  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1909
 AQ1909                          STATION DESCRIPTION
 AQ1909
 AQ1909'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1909'7.8 MI NORTH FROM ORMOND BEACH.
 AQ1909'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1909'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1909'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 6.3 MILES. THE
 AQ1909'MARK BEARS ABOUT 500 FEET NORTH OF THE JUNCTION OF OCEAN AIRE TERRACE,
 AQ1909'AND 22 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1911 ***********************************************************************
 AQ1911  DESIGNATION -  79 78 A 78 RM 2 FLDT
 AQ1911  PID         -  AQ1911
 AQ1911  STATE/COUNTY-  FL/VOLUSIA
 AQ1911  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1911
 AQ1911                         *CURRENT SURVEY CONTROL
 AQ1911  ___________________________________________________________________
 AQ1911* NAD 83(1986)-  29 22 39.     (N)    081 04 48.     (W)     SCALED    
 AQ1911* NAVD 88     -         6.187  (meters)      20.30   (feet)  ADJUSTED  
 AQ1911  ___________________________________________________________________
 AQ1911  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AQ1911  DYNAMIC HT  -           6.178 (meters)      20.27  (feet)  COMP
 AQ1911  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AQ1911
 AQ1911  VERT ORDER  -  SECOND    CLASS II
 AQ1911
 AQ1911.The horizontal coordinates were scaled from a topographic map and have
 AQ1911.an estimated accuracy of +/- 6 seconds.
 AQ1911
 AQ1911.The orthometric height was determined by differential leveling
 AQ1911.and adjusted by the National Geodetic Survey in June 1991..
 AQ1911
 AQ1911.The geoid height was determined by GEOID03.
 AQ1911
 AQ1911.The dynamic height is computed by dividing the NAVD 88
 AQ1911.geopotential number by the normal gravity value computed on the
 AQ1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1911.degrees latitude (g = 980.6199 gals.).
 AQ1911
 AQ1911.The modeled gravity was interpolated from observed gravity values.
 AQ1911
 AQ1911;                    North         East    Units  Estimated Accuracy
 AQ1911;SPC FL E     -   558,870.      192,230.      MT  (+/- 180 meters Scaled)
 AQ1911
 AQ1911                          SUPERSEDED SURVEY CONTROL
 AQ1911
 AQ1911  NGVD 29 (09/01/92)    6.527  (m)           21.41   (f) ADJUSTED    2 2
 AQ1911
 AQ1911.Superseded values are not recommended for survey control.
 AQ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1911.See file dsdata.txt to determine how the superseded data were derived.
 AQ1911
 AQ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN922498(NAD 83)
 AQ1911_MARKER: DD = SURVEY DISK
 AQ1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1911_SP_SET: 4X4 PRECAST
 AQ1911_STAMPING: 79 78 A78 RM NO 2
 AQ1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1911+STABILITY: SURFACE MOTION
 AQ1911
 AQ1911  HISTORY     - Date     Condition        Report By
 AQ1911  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1911
 AQ1911                          STATION DESCRIPTION
 AQ1911
 AQ1911'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1911'7.8 MI NORTH FROM ORMOND BEACH.
 AQ1911'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN ORMOND BEACH.
 AQ1911'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1911'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 6.3 MILES. THE
 AQ1911'MARK BEARS ABOUT 500 FEET NORTH OF THE JUNCTION OF OCEAN AIRE TERRACE,
 AQ1911'AND 22 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1913 ***********************************************************************
 AQ1913  DESIGNATION -  79 78 A 79 FLDNR
 AQ1913  PID         -  AQ1913
 AQ1913  STATE/COUNTY-  FL/VOLUSIA
 AQ1913  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1913
 AQ1913                         *CURRENT SURVEY CONTROL
 AQ1913  ___________________________________________________________________
 AQ1913* NAD 83(1986)-  29 23 14.     (N)    081 05 04.     (W)     SCALED    
 AQ1913* NAVD 88     -         5.870  (meters)      19.26   (feet)  ADJUSTED  
 AQ1913  ___________________________________________________________________
 AQ1913  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AQ1913  DYNAMIC HT  -           5.862 (meters)      19.23  (feet)  COMP
 AQ1913  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AQ1913
 AQ1913  VERT ORDER  -  SECOND    CLASS II
 AQ1913
 AQ1913.The horizontal coordinates were scaled from a topographic map and have
 AQ1913.an estimated accuracy of +/- 6 seconds.
 AQ1913
 AQ1913.The orthometric height was determined by differential leveling
 AQ1913.and adjusted by the National Geodetic Survey in June 1991..
 AQ1913
 AQ1913.The geoid height was determined by GEOID03.
 AQ1913
 AQ1913.The dynamic height is computed by dividing the NAVD 88
 AQ1913.geopotential number by the normal gravity value computed on the
 AQ1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1913.degrees latitude (g = 980.6199 gals.).
 AQ1913
 AQ1913.The modeled gravity was interpolated from observed gravity values.
 AQ1913
 AQ1913;                    North         East    Units  Estimated Accuracy
 AQ1913;SPC FL E     -   559,950.      191,800.      MT  (+/- 180 meters Scaled)
 AQ1913
 AQ1913                          SUPERSEDED SURVEY CONTROL
 AQ1913
 AQ1913  NGVD 29 (09/01/92)    6.213  (m)           20.38   (f) ADJUSTED    2 2
 AQ1913
 AQ1913.Superseded values are not recommended for survey control.
 AQ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1913.See file dsdata.txt to determine how the superseded data were derived.
 AQ1913
 AQ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN918508(NAD 83)
 AQ1913_MARKER: DD = SURVEY DISK
 AQ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1913_SP_SET: CONCRETE POST
 AQ1913_STAMPING: 79 78 A79
 AQ1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1913+STABILITY: SURFACE MOTION
 AQ1913
 AQ1913  HISTORY     - Date     Condition        Report By
 AQ1913  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1913  HISTORY     - 1990     GOOD             USPSQD
 AQ1913
 AQ1913                          STATION DESCRIPTION
 AQ1913
 AQ1913'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1913'8.5 MI NORTH FROM ORMOND BEACH.
 AQ1913'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1913'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1913'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7 MILES. THE
 AQ1913'MARK BEARS ABOUT 800 FEET SOUTHEAST OF KINGSTON SHORES APARTMENTS,
 AQ1913'16.4 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 3.8 FEET
 AQ1913'NORTHEAST OF A NO LITTER SIGN POST. MARK IS A FLORIDA DEPARTMENT OF
 AQ1913'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1913'TRANSPORTATION.
 AQ1913
 AQ1913                          STATION RECOVERY (1990)
 AQ1913
 AQ1913'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1912 ***********************************************************************
 AQ1912  DESIGNATION -  79 78 A 79 RM 1 FLDT
 AQ1912  PID         -  AQ1912
 AQ1912  STATE/COUNTY-  FL/VOLUSIA
 AQ1912  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1912
 AQ1912                         *CURRENT SURVEY CONTROL
 AQ1912  ___________________________________________________________________
 AQ1912* NAD 83(1986)-  29 23 14.     (N)    081 05 04.     (W)     SCALED    
 AQ1912* NAVD 88     -         5.841  (meters)      19.16   (feet)  ADJUSTED  
 AQ1912  ___________________________________________________________________
 AQ1912  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AQ1912  DYNAMIC HT  -           5.833 (meters)      19.14  (feet)  COMP
 AQ1912  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AQ1912
 AQ1912  VERT ORDER  -  SECOND    CLASS II
 AQ1912
 AQ1912.The horizontal coordinates were scaled from a topographic map and have
 AQ1912.an estimated accuracy of +/- 6 seconds.
 AQ1912
 AQ1912.The orthometric height was determined by differential leveling
 AQ1912.and adjusted by the National Geodetic Survey in June 1991..
 AQ1912
 AQ1912.The geoid height was determined by GEOID03.
 AQ1912
 AQ1912.The dynamic height is computed by dividing the NAVD 88
 AQ1912.geopotential number by the normal gravity value computed on the
 AQ1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1912.degrees latitude (g = 980.6199 gals.).
 AQ1912
 AQ1912.The modeled gravity was interpolated from observed gravity values.
 AQ1912
 AQ1912;                    North         East    Units  Estimated Accuracy
 AQ1912;SPC FL E     -   559,950.      191,800.      MT  (+/- 180 meters Scaled)
 AQ1912
 AQ1912                          SUPERSEDED SURVEY CONTROL
 AQ1912
 AQ1912  NGVD 29 (09/01/92)    6.183  (m)           20.29   (f) ADJUSTED    2 2
 AQ1912
 AQ1912.Superseded values are not recommended for survey control.
 AQ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1912.See file dsdata.txt to determine how the superseded data were derived.
 AQ1912
 AQ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN918508(NAD 83)
 AQ1912_MARKER: DD = SURVEY DISK
 AQ1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1912_SP_SET: 4X4 PRECAST
 AQ1912_STAMPING: 79 78 A79 RM NO 1
 AQ1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1912+STABILITY: SURFACE MOTION
 AQ1912
 AQ1912  HISTORY     - Date     Condition        Report By
 AQ1912  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1912  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1912
 AQ1912                          STATION DESCRIPTION
 AQ1912
 AQ1912'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1912'8.5 MI NORTH FROM ORMOND BEACH.
 AQ1912'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1912'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1912'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7 MILES. THE
 AQ1912'MARK BEARS ABOUT 800 FEET SOUTHEAST OF KINGSTON SHORES APARTMENTS, AND
 AQ1912'22.3 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1912
 AQ1912                          STATION RECOVERY (1990)
 AQ1912
 AQ1912'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1914 ***********************************************************************
 AQ1914  DESIGNATION -  79 78 A 79 RM 2 FLDT
 AQ1914  PID         -  AQ1914
 AQ1914  STATE/COUNTY-  FL/VOLUSIA
 AQ1914  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1914
 AQ1914                         *CURRENT SURVEY CONTROL
 AQ1914  ___________________________________________________________________
 AQ1914* NAD 83(1986)-  29 23 14.     (N)    081 05 04.     (W)     SCALED    
 AQ1914* NAVD 88     -         5.923  (meters)      19.43   (feet)  ADJUSTED  
 AQ1914  ___________________________________________________________________
 AQ1914  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AQ1914  DYNAMIC HT  -           5.915 (meters)      19.41  (feet)  COMP
 AQ1914  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AQ1914
 AQ1914  VERT ORDER  -  SECOND    CLASS II
 AQ1914
 AQ1914.The horizontal coordinates were scaled from a topographic map and have
 AQ1914.an estimated accuracy of +/- 6 seconds.
 AQ1914
 AQ1914.The orthometric height was determined by differential leveling
 AQ1914.and adjusted by the National Geodetic Survey in June 1991..
 AQ1914
 AQ1914.The geoid height was determined by GEOID03.
 AQ1914
 AQ1914.The dynamic height is computed by dividing the NAVD 88
 AQ1914.geopotential number by the normal gravity value computed on the
 AQ1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1914.degrees latitude (g = 980.6199 gals.).
 AQ1914
 AQ1914.The modeled gravity was interpolated from observed gravity values.
 AQ1914
 AQ1914;                    North         East    Units  Estimated Accuracy
 AQ1914;SPC FL E     -   559,950.      191,800.      MT  (+/- 180 meters Scaled)
 AQ1914
 AQ1914                          SUPERSEDED SURVEY CONTROL
 AQ1914
 AQ1914  NGVD 29 (09/01/92)    6.266  (m)           20.56   (f) ADJUSTED    2 2
 AQ1914
 AQ1914.Superseded values are not recommended for survey control.
 AQ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1914.See file dsdata.txt to determine how the superseded data were derived.
 AQ1914
 AQ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN918508(NAD 83)
 AQ1914_MARKER: DD = SURVEY DISK
 AQ1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1914_SP_SET: 4X4 PRECAST
 AQ1914_STAMPING: 79 78 A79 RM NO 2
 AQ1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1914+STABILITY: SURFACE MOTION
 AQ1914
 AQ1914  HISTORY     - Date     Condition        Report By
 AQ1914  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1914  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1914
 AQ1914                          STATION DESCRIPTION
 AQ1914
 AQ1914'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1914'8.5 MI NORTH FROM ORMOND BEACH.
 AQ1914'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1914'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1914'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7 MILES. THE
 AQ1914'THE MARK BEARS ABOUT 800 FEET SOUTHEAST OF KINGSTON SHORES APARTMENTS,
 AQ1914'AND 23 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1914
 AQ1914                          STATION RECOVERY (1990)
 AQ1914
 AQ1914'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1915 ***********************************************************************
 AQ1915  DESIGNATION -  79 78 A 80 FLDNR
 AQ1915  PID         -  AQ1915
 AQ1915  STATE/COUNTY-  FL/VOLUSIA
 AQ1915  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1915
 AQ1915                         *CURRENT SURVEY CONTROL
 AQ1915  ___________________________________________________________________
 AQ1915* NAD 83(1986)-  29 23 37.     (N)    081 05 14.     (W)     SCALED    
 AQ1915* NAVD 88     -         5.733  (meters)      18.81   (feet)  ADJUSTED  
 AQ1915  ___________________________________________________________________
 AQ1915  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AQ1915  DYNAMIC HT  -           5.725 (meters)      18.78  (feet)  COMP
 AQ1915  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AQ1915
 AQ1915  VERT ORDER  -  SECOND    CLASS II
 AQ1915
 AQ1915.The horizontal coordinates were scaled from a topographic map and have
 AQ1915.an estimated accuracy of +/- 6 seconds.
 AQ1915
 AQ1915.The orthometric height was determined by differential leveling
 AQ1915.and adjusted by the National Geodetic Survey in June 1991..
 AQ1915
 AQ1915.The geoid height was determined by GEOID03.
 AQ1915
 AQ1915.The dynamic height is computed by dividing the NAVD 88
 AQ1915.geopotential number by the normal gravity value computed on the
 AQ1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1915.degrees latitude (g = 980.6199 gals.).
 AQ1915
 AQ1915.The modeled gravity was interpolated from observed gravity values.
 AQ1915
 AQ1915;                    North         East    Units  Estimated Accuracy
 AQ1915;SPC FL E     -   560,660.      191,530.      MT  (+/- 180 meters Scaled)
 AQ1915
 AQ1915                          SUPERSEDED SURVEY CONTROL
 AQ1915
 AQ1915  NGVD 29 (09/01/92)    6.080  (m)           19.95   (f) ADJUSTED    2 2
 AQ1915
 AQ1915.Superseded values are not recommended for survey control.
 AQ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1915.See file dsdata.txt to determine how the superseded data were derived.
 AQ1915
 AQ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN915515(NAD 83)
 AQ1915_MARKER: DD = SURVEY DISK
 AQ1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1915_SP_SET: CONCRETE POST
 AQ1915_STAMPING: 79 78 A80
 AQ1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1915+STABILITY: SURFACE MOTION
 AQ1915
 AQ1915  HISTORY     - Date     Condition        Report By
 AQ1915  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1915
 AQ1915                          STATION DESCRIPTION
 AQ1915
 AQ1915'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1915'9 MI NORTH FROM ORMOND BEACH.
 AQ1915'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1915'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1915'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7.5 MILES. THE
 AQ1915'MARK BEARS 67 FEET NORTHWEST OF THE CENTERLINE OF A SAND TRAIL LEADING
 AQ1915'WEST, 31.3 FEET NORTH OF A POWER POLE, AND 26 FEET SOUTHWEST OF THE
 AQ1915'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF
 AQ1915'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1915'TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1917 ***********************************************************************
 AQ1917  DESIGNATION -  79 78 A 81 FLDNR
 AQ1917  PID         -  AQ1917
 AQ1917  STATE/COUNTY-  FL/VOLUSIA
 AQ1917  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1917
 AQ1917                         *CURRENT SURVEY CONTROL
 AQ1917  ___________________________________________________________________
 AQ1917* NAD 83(1986)-  29 24 09.     (N)    081 05 29.     (W)     SCALED    
 AQ1917* NAVD 88     -         4.830  (meters)      15.85   (feet)  ADJUSTED  
 AQ1917  ___________________________________________________________________
 AQ1917  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AQ1917  DYNAMIC HT  -           4.824 (meters)      15.83  (feet)  COMP
 AQ1917  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AQ1917
 AQ1917  VERT ORDER  -  SECOND    CLASS II
 AQ1917
 AQ1917.The horizontal coordinates were scaled from a topographic map and have
 AQ1917.an estimated accuracy of +/- 6 seconds.
 AQ1917
 AQ1917.The orthometric height was determined by differential leveling
 AQ1917.and adjusted by the National Geodetic Survey in June 1991..
 AQ1917
 AQ1917.The geoid height was determined by GEOID03.
 AQ1917
 AQ1917.The dynamic height is computed by dividing the NAVD 88
 AQ1917.geopotential number by the normal gravity value computed on the
 AQ1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1917.degrees latitude (g = 980.6199 gals.).
 AQ1917
 AQ1917.The modeled gravity was interpolated from observed gravity values.
 AQ1917
 AQ1917;                    North         East    Units  Estimated Accuracy
 AQ1917;SPC FL E     -   561,640.      191,130.      MT  (+/- 180 meters Scaled)
 AQ1917
 AQ1917                          SUPERSEDED SURVEY CONTROL
 AQ1917
 AQ1917  NGVD 29 (09/01/92)    5.172  (m)           16.97   (f) ADJUSTED    2 2
 AQ1917
 AQ1917.Superseded values are not recommended for survey control.
 AQ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1917.See file dsdata.txt to determine how the superseded data were derived.
 AQ1917
 AQ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN911525(NAD 83)
 AQ1917_MARKER: DD = SURVEY DISK
 AQ1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1917_SP_SET: CONCRETE POST
 AQ1917_STAMPING: 79 78 A81
 AQ1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1917+STABILITY: SURFACE MOTION
 AQ1917
 AQ1917  HISTORY     - Date     Condition        Report By
 AQ1917  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1917
 AQ1917                          STATION DESCRIPTION
 AQ1917
 AQ1917'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1917'9.7 MI NORTH FROM ORMOND BEACH.
 AQ1917'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1917'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1917'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.2 MILES. THE
 AQ1917'52.7 FEET SOUTHEAST OF A POWER POLE, AND 16.5 FEET SOUTHWEST OF THE
 AQ1917'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1917'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1916 ***********************************************************************
 AQ1916  DESIGNATION -  79 78 A 81 RM 1 FLDT
 AQ1916  PID         -  AQ1916
 AQ1916  STATE/COUNTY-  FL/VOLUSIA
 AQ1916  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1916
 AQ1916                         *CURRENT SURVEY CONTROL
 AQ1916  ___________________________________________________________________
 AQ1916* NAD 83(1986)-  29 24 09.     (N)    081 05 29.     (W)     SCALED    
 AQ1916* NAVD 88     -         5.125  (meters)      16.81   (feet)  ADJUSTED  
 AQ1916  ___________________________________________________________________
 AQ1916  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AQ1916  DYNAMIC HT  -           5.118 (meters)      16.79  (feet)  COMP
 AQ1916  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AQ1916
 AQ1916  VERT ORDER  -  SECOND    CLASS II
 AQ1916
 AQ1916.The horizontal coordinates were scaled from a topographic map and have
 AQ1916.an estimated accuracy of +/- 6 seconds.
 AQ1916
 AQ1916.The orthometric height was determined by differential leveling
 AQ1916.and adjusted by the National Geodetic Survey in June 1991..
 AQ1916
 AQ1916.The geoid height was determined by GEOID03.
 AQ1916
 AQ1916.The dynamic height is computed by dividing the NAVD 88
 AQ1916.geopotential number by the normal gravity value computed on the
 AQ1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1916.degrees latitude (g = 980.6199 gals.).
 AQ1916
 AQ1916.The modeled gravity was interpolated from observed gravity values.
 AQ1916
 AQ1916;                    North         East    Units  Estimated Accuracy
 AQ1916;SPC FL E     -   561,640.      191,130.      MT  (+/- 180 meters Scaled)
 AQ1916
 AQ1916                          SUPERSEDED SURVEY CONTROL
 AQ1916
 AQ1916  NGVD 29 (09/01/92)    5.467  (m)           17.94   (f) ADJUSTED    2 2
 AQ1916
 AQ1916.Superseded values are not recommended for survey control.
 AQ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1916.See file dsdata.txt to determine how the superseded data were derived.
 AQ1916
 AQ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN911525(NAD 83)
 AQ1916_MARKER: DD = SURVEY DISK
 AQ1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1916_SP_SET: 4X4 PRECAST
 AQ1916_STAMPING: 79 78 A81 RM NO 1
 AQ1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1916+STABILITY: SURFACE MOTION
 AQ1916
 AQ1916  HISTORY     - Date     Condition        Report By
 AQ1916  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1916
 AQ1916                          STATION DESCRIPTION
 AQ1916
 AQ1916'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1916'9.7 MI NORTH FROM ORMOND BEACH.
 AQ1916'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1916'PROCEED 1.5 MILES TO THE JUNCTION OF STATE ROAD A1A, THENCE NORTHWEST
 AQ1916'ON STATE ROAD A1A FOR 8.2 MILES. THE MARK IS 20.1 FEET
 AQ1916'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1918 ***********************************************************************
 AQ1918  DESIGNATION -  79 78 A 81 RM 2 FLDT
 AQ1918  PID         -  AQ1918
 AQ1918  STATE/COUNTY-  FL/VOLUSIA
 AQ1918  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1918
 AQ1918                         *CURRENT SURVEY CONTROL
 AQ1918  ___________________________________________________________________
 AQ1918* NAD 83(1986)-  29 24 09.     (N)    081 05 29.     (W)     SCALED    
 AQ1918* NAVD 88     -         5.298  (meters)      17.38   (feet)  ADJUSTED  
 AQ1918  ___________________________________________________________________
 AQ1918  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AQ1918  DYNAMIC HT  -           5.291 (meters)      17.36  (feet)  COMP
 AQ1918  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AQ1918
 AQ1918  VERT ORDER  -  SECOND    CLASS II
 AQ1918
 AQ1918.The horizontal coordinates were scaled from a topographic map and have
 AQ1918.an estimated accuracy of +/- 6 seconds.
 AQ1918
 AQ1918.The orthometric height was determined by differential leveling
 AQ1918.and adjusted by the National Geodetic Survey in June 1991..
 AQ1918
 AQ1918.The geoid height was determined by GEOID03.
 AQ1918
 AQ1918.The dynamic height is computed by dividing the NAVD 88
 AQ1918.geopotential number by the normal gravity value computed on the
 AQ1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1918.degrees latitude (g = 980.6199 gals.).
 AQ1918
 AQ1918.The modeled gravity was interpolated from observed gravity values.
 AQ1918
 AQ1918;                    North         East    Units  Estimated Accuracy
 AQ1918;SPC FL E     -   561,640.      191,130.      MT  (+/- 180 meters Scaled)
 AQ1918
 AQ1918                          SUPERSEDED SURVEY CONTROL
 AQ1918
 AQ1918  NGVD 29 (09/01/92)    5.640  (m)           18.50   (f) ADJUSTED    2 2
 AQ1918
 AQ1918.Superseded values are not recommended for survey control.
 AQ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1918.See file dsdata.txt to determine how the superseded data were derived.
 AQ1918
 AQ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN911525(NAD 83)
 AQ1918_MARKER: DD = SURVEY DISK
 AQ1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1918_SP_SET: 4X4 PRECAST
 AQ1918_STAMPING: 79 78 A81 RM NO 2
 AQ1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1918+STABILITY: SURFACE MOTION
 AQ1918
 AQ1918  HISTORY     - Date     Condition        Report By
 AQ1918  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1918
 AQ1918                          STATION DESCRIPTION
 AQ1918
 AQ1918'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1918'9.7 MI NORTH FROM ORMOND BEACH.
 AQ1918'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND U.S. 1 IN ORMOND BEACH.
 AQ1918'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1918'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.2 MILES. THE
 AQ1918'MARK BEARS 21.8 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1918'AND 19.5 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1920 ***********************************************************************
 AQ1920  DESIGNATION -  79 78 A 82 FLDNR
 AQ1920  PID         -  AQ1920
 AQ1920  STATE/COUNTY-  FL/VOLUSIA
 AQ1920  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1920
 AQ1920                         *CURRENT SURVEY CONTROL
 AQ1920  ___________________________________________________________________
 AQ1920* NAD 83(1986)-  29 24 37.     (N)    081 05 42.     (W)     SCALED    
 AQ1920* NAVD 88     -         5.154  (meters)      16.91   (feet)  ADJUSTED  
 AQ1920  ___________________________________________________________________
 AQ1920  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AQ1920  DYNAMIC HT  -           5.147 (meters)      16.89  (feet)  COMP
 AQ1920  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 AQ1920
 AQ1920  VERT ORDER  -  SECOND    CLASS II
 AQ1920
 AQ1920.The horizontal coordinates were scaled from a topographic map and have
 AQ1920.an estimated accuracy of +/- 6 seconds.
 AQ1920
 AQ1920.The orthometric height was determined by differential leveling
 AQ1920.and adjusted by the National Geodetic Survey in June 1991..
 AQ1920
 AQ1920.The geoid height was determined by GEOID03.
 AQ1920
 AQ1920.The dynamic height is computed by dividing the NAVD 88
 AQ1920.geopotential number by the normal gravity value computed on the
 AQ1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1920.degrees latitude (g = 980.6199 gals.).
 AQ1920
 AQ1920.The modeled gravity was interpolated from observed gravity values.
 AQ1920
 AQ1920;                    North         East    Units  Estimated Accuracy
 AQ1920;SPC FL E     -   562,510.      190,780.      MT  (+/- 180 meters Scaled)
 AQ1920
 AQ1920                          SUPERSEDED SURVEY CONTROL
 AQ1920
 AQ1920  NGVD 29 (09/01/92)    5.493  (m)           18.02   (f) ADJUSTED    2 2
 AQ1920
 AQ1920.Superseded values are not recommended for survey control.
 AQ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1920.See file dsdata.txt to determine how the superseded data were derived.
 AQ1920
 AQ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN907534(NAD 83)
 AQ1920_MARKER: DD = SURVEY DISK
 AQ1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1920_SP_SET: CONCRETE POST
 AQ1920_STAMPING: 79 78 A82
 AQ1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1920+STABILITY: SURFACE MOTION
 AQ1920
 AQ1920  HISTORY     - Date     Condition        Report By
 AQ1920  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1920  HISTORY     - 1978     GOOD             USPSQD
 AQ1920
 AQ1920                          STATION DESCRIPTION
 AQ1920
 AQ1920'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1920'10.3 MI NORTH FROM ORMOND BEACH.
 AQ1920'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1920'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1920'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.8 MILES TO
 AQ1920'THE JUNCTION OF HIGHBRIDGE ROAD. THE MARK BEARS 62 FEET NORTHWEST OF
 AQ1920'THE CENTERLINE OF HIGHBRIDGE ROAD, AND 22.7 FEET SOUTHWEST OF THE
 AQ1920'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1920'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1920
 AQ1920                          STATION RECOVERY (1978)
 AQ1920
 AQ1920'RECOVERY NOTE BY US POWER SQUADRON 1978 (JD)
 AQ1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1919 ***********************************************************************
 AQ1919  DESIGNATION -  79 78 A 82 RM 1 FLDT
 AQ1919  PID         -  AQ1919
 AQ1919  STATE/COUNTY-  FL/VOLUSIA
 AQ1919  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1919
 AQ1919                         *CURRENT SURVEY CONTROL
 AQ1919  ___________________________________________________________________
 AQ1919* NAD 83(1986)-  29 24 37.     (N)    081 05 42.     (W)     SCALED    
 AQ1919* NAVD 88     -         6.263  (meters)      20.55   (feet)  ADJUSTED  
 AQ1919  ___________________________________________________________________
 AQ1919  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AQ1919  DYNAMIC HT  -           6.255 (meters)      20.52  (feet)  COMP
 AQ1919  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 AQ1919
 AQ1919  VERT ORDER  -  SECOND    CLASS II
 AQ1919
 AQ1919.The horizontal coordinates were scaled from a topographic map and have
 AQ1919.an estimated accuracy of +/- 6 seconds.
 AQ1919
 AQ1919.The orthometric height was determined by differential leveling
 AQ1919.and adjusted by the National Geodetic Survey in June 1991..
 AQ1919
 AQ1919.The geoid height was determined by GEOID03.
 AQ1919
 AQ1919.The dynamic height is computed by dividing the NAVD 88
 AQ1919.geopotential number by the normal gravity value computed on the
 AQ1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1919.degrees latitude (g = 980.6199 gals.).
 AQ1919
 AQ1919.The modeled gravity was interpolated from observed gravity values.
 AQ1919
 AQ1919;                    North         East    Units  Estimated Accuracy
 AQ1919;SPC FL E     -   562,510.      190,780.      MT  (+/- 180 meters Scaled)
 AQ1919
 AQ1919                          SUPERSEDED SURVEY CONTROL
 AQ1919
 AQ1919  NGVD 29 (09/01/92)    6.601  (m)           21.66   (f) ADJUSTED    2 2
 AQ1919
 AQ1919.Superseded values are not recommended for survey control.
 AQ1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1919.See file dsdata.txt to determine how the superseded data were derived.
 AQ1919
 AQ1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN907534(NAD 83)
 AQ1919_MARKER: DD = SURVEY DISK
 AQ1919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1919_SP_SET: CONCRETE FORM
 AQ1919_STAMPING: 79 78 A82 RM NO 1
 AQ1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1919
 AQ1919  HISTORY     - Date     Condition        Report By
 AQ1919  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1919  HISTORY     - 1978     GOOD             USPSQD
 AQ1919
 AQ1919                          STATION DESCRIPTION
 AQ1919
 AQ1919'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1919'10.3 MI NORTH FROM ORMOND BEACH.
 AQ1919'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1919'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1919'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.8 MILES TO
 AQ1919'THE JUNCTION OF HIGHBRIDGE ROAD. THE MARK IS SET IN THE TOP NORTH SIDE
 AQ1919'OF A 4 FOOT HIGH CONCRETE FORM AROUND A POWER POLE, AND BEARS 37.5
 AQ1919'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 28 FEET NORTH
 AQ1919'WEST OF THE CENTERLINE OF HIGHBRIDGE ROAD.
 AQ1919
 AQ1919                          STATION RECOVERY (1978)
 AQ1919
 AQ1919'RECOVERY NOTE BY US POWER SQUADRON 1978 (JD)
 AQ1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1921 ***********************************************************************
 AQ1921  DESIGNATION -  79 78 A 82 RM 2 FLDT
 AQ1921  PID         -  AQ1921
 AQ1921  STATE/COUNTY-  FL/VOLUSIA
 AQ1921  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1921
 AQ1921                         *CURRENT SURVEY CONTROL
 AQ1921  ___________________________________________________________________
 AQ1921* NAD 83(1986)-  29 24 37.     (N)    081 05 42.     (W)     SCALED    
 AQ1921* NAVD 88     -         5.256  (meters)      17.24   (feet)  ADJUSTED  
 AQ1921  ___________________________________________________________________
 AQ1921  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AQ1921  DYNAMIC HT  -           5.249 (meters)      17.22  (feet)  COMP
 AQ1921  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 AQ1921
 AQ1921  VERT ORDER  -  SECOND    CLASS II
 AQ1921
 AQ1921.The horizontal coordinates were scaled from a topographic map and have
 AQ1921.an estimated accuracy of +/- 6 seconds.
 AQ1921
 AQ1921.The orthometric height was determined by differential leveling
 AQ1921.and adjusted by the National Geodetic Survey in June 1991..
 AQ1921
 AQ1921.The geoid height was determined by GEOID03.
 AQ1921
 AQ1921.The dynamic height is computed by dividing the NAVD 88
 AQ1921.geopotential number by the normal gravity value computed on the
 AQ1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1921.degrees latitude (g = 980.6199 gals.).
 AQ1921
 AQ1921.The modeled gravity was interpolated from observed gravity values.
 AQ1921
 AQ1921;                    North         East    Units  Estimated Accuracy
 AQ1921;SPC FL E     -   562,510.      190,780.      MT  (+/- 180 meters Scaled)
 AQ1921
 AQ1921                          SUPERSEDED SURVEY CONTROL
 AQ1921
 AQ1921  NGVD 29 (09/01/92)    5.595  (m)           18.36   (f) ADJUSTED    2 2
 AQ1921
 AQ1921.Superseded values are not recommended for survey control.
 AQ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1921.See file dsdata.txt to determine how the superseded data were derived.
 AQ1921
 AQ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN907534(NAD 83)
 AQ1921_MARKER: DD = SURVEY DISK
 AQ1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1921_SP_SET: 4X4 PRECAST
 AQ1921_STAMPING: 79 78 A82 RM NO 2
 AQ1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1921+STABILITY: SURFACE MOTION
 AQ1921
 AQ1921  HISTORY     - Date     Condition        Report By
 AQ1921  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1921  HISTORY     - 1978     GOOD             USPSQD
 AQ1921
 AQ1921                          STATION DESCRIPTION
 AQ1921
 AQ1921'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1921'10.3 MI NORTH FROM ORMOND BEACH.
 AQ1921'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1921'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1921'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.8 MILES TO
 AQ1921'THE JUNCTION OF HIGHBRIDGE ROAD. THE MARK BEARS 33.2 FEET SOUTHWEST OF
 AQ1921'THE CENTERLINE OF STATE ROAD A1A.
 AQ1921
 AQ1921                          STATION RECOVERY (1978)
 AQ1921
 AQ1921'RECOVERY NOTE BY US POWER SQUADRON 1978 (JD)
 AQ1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1923 ***********************************************************************
 AQ1923  DESIGNATION -  79 78 A 83 FLDNR
 AQ1923  PID         -  AQ1923
 AQ1923  STATE/COUNTY-  FL/VOLUSIA
 AQ1923  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1923
 AQ1923                         *CURRENT SURVEY CONTROL
 AQ1923  ___________________________________________________________________
 AQ1923* NAD 83(1986)-  29 25 09.     (N)    081 05 55.     (W)     SCALED    
 AQ1923* NAVD 88     -         5.011  (meters)      16.44   (feet)  ADJUSTED  
 AQ1923  ___________________________________________________________________
 AQ1923  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AQ1923  DYNAMIC HT  -           5.005 (meters)      16.42  (feet)  COMP
 AQ1923  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AQ1923
 AQ1923  VERT ORDER  -  SECOND    CLASS II
 AQ1923
 AQ1923.The horizontal coordinates were scaled from a topographic map and have
 AQ1923.an estimated accuracy of +/- 6 seconds.
 AQ1923
 AQ1923.The orthometric height was determined by differential leveling
 AQ1923.and adjusted by the National Geodetic Survey in June 1991..
 AQ1923
 AQ1923.The geoid height was determined by GEOID03.
 AQ1923
 AQ1923.The dynamic height is computed by dividing the NAVD 88
 AQ1923.geopotential number by the normal gravity value computed on the
 AQ1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1923.degrees latitude (g = 980.6199 gals.).
 AQ1923
 AQ1923.The modeled gravity was interpolated from observed gravity values.
 AQ1923
 AQ1923;                    North         East    Units  Estimated Accuracy
 AQ1923;SPC FL E     -   563,490.      190,430.      MT  (+/- 180 meters Scaled)
 AQ1923
 AQ1923                          SUPERSEDED SURVEY CONTROL
 AQ1923
 AQ1923  NGVD 29 (09/01/92)    5.353  (m)           17.56   (f) ADJUSTED    2 2
 AQ1923
 AQ1923.Superseded values are not recommended for survey control.
 AQ1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1923.See file dsdata.txt to determine how the superseded data were derived.
 AQ1923
 AQ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN904544(NAD 83)
 AQ1923_MARKER: DD = SURVEY DISK
 AQ1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1923_SP_SET: CONCRETE POST
 AQ1923_STAMPING: 79 78 A83
 AQ1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1923+STABILITY: SURFACE MOTION
 AQ1923
 AQ1923  HISTORY     - Date     Condition        Report By
 AQ1923  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1923  HISTORY     - 1986     GOOD             USPSQD
 AQ1923  HISTORY     - 1990     GOOD             USPSQD
 AQ1923
 AQ1923                          STATION DESCRIPTION
 AQ1923
 AQ1923'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1923'10.9 MI NORTH FROM ORMOND BEACH.
 AQ1923'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1923'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1923'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 9.4 MILES. THE
 AQ1923'MARK BEARS 20.2 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1923'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1923'FLORIDA DEPARTMENT OF TRANSPORTATION..
 AQ1923
 AQ1923                          STATION RECOVERY (1986)
 AQ1923
 AQ1923'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AQ1923'RECOVERED IN GOOD CONDITION.
 AQ1923
 AQ1923                          STATION RECOVERY (1990)
 AQ1923
 AQ1923'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1924 ***********************************************************************
 AQ1924  DESIGNATION -  79 78 A 83 RM 1 FLDT
 AQ1924  PID         -  AQ1924
 AQ1924  STATE/COUNTY-  FL/VOLUSIA
 AQ1924  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1924
 AQ1924                         *CURRENT SURVEY CONTROL
 AQ1924  ___________________________________________________________________
 AQ1924* NAD 83(1986)-  29 25 09.     (N)    081 05 55.     (W)     SCALED    
 AQ1924* NAVD 88     -         6.199  (meters)      20.34   (feet)  ADJUSTED  
 AQ1924  ___________________________________________________________________
 AQ1924  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AQ1924  DYNAMIC HT  -           6.190 (meters)      20.31  (feet)  COMP
 AQ1924  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AQ1924
 AQ1924  VERT ORDER  -  SECOND    CLASS II
 AQ1924
 AQ1924.The horizontal coordinates were scaled from a topographic map and have
 AQ1924.an estimated accuracy of +/- 6 seconds.
 AQ1924
 AQ1924.The orthometric height was determined by differential leveling
 AQ1924.and adjusted by the National Geodetic Survey in June 1991..
 AQ1924
 AQ1924.The geoid height was determined by GEOID03.
 AQ1924
 AQ1924.The dynamic height is computed by dividing the NAVD 88
 AQ1924.geopotential number by the normal gravity value computed on the
 AQ1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1924.degrees latitude (g = 980.6199 gals.).
 AQ1924
 AQ1924.The modeled gravity was interpolated from observed gravity values.
 AQ1924
 AQ1924;                    North         East    Units  Estimated Accuracy
 AQ1924;SPC FL E     -   563,490.      190,430.      MT  (+/- 180 meters Scaled)
 AQ1924
 AQ1924                          SUPERSEDED SURVEY CONTROL
 AQ1924
 AQ1924  NGVD 29 (09/01/92)    6.540  (m)           21.46   (f) ADJUSTED    2 2
 AQ1924
 AQ1924.Superseded values are not recommended for survey control.
 AQ1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1924.See file dsdata.txt to determine how the superseded data were derived.
 AQ1924
 AQ1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN904544(NAD 83)
 AQ1924_MARKER: DD = SURVEY DISK
 AQ1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1924_SP_SET: 4X4 PRECAST
 AQ1924_STAMPING: 79 78 A83 RM NO 1
 AQ1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1924+STABILITY: SURFACE MOTION
 AQ1924
 AQ1924  HISTORY     - Date     Condition        Report By
 AQ1924  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1924  HISTORY     - 19901002 GOOD             USPSQD
 AQ1924
 AQ1924                          STATION DESCRIPTION
 AQ1924
 AQ1924'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1924'10.9 MI NORTH FROM ORMOND BEACH.
 AQ1924'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1924'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1924'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 9.4 MILES. THE
 AQ1924'MARK BEARS 36 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1924
 AQ1924                          STATION RECOVERY (1990)
 AQ1924
 AQ1924'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1922 ***********************************************************************
 AQ1922  DESIGNATION -  79 78 A 83 RM 2 FLDT
 AQ1922  PID         -  AQ1922
 AQ1922  STATE/COUNTY-  FL/VOLUSIA
 AQ1922  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ1922
 AQ1922                         *CURRENT SURVEY CONTROL
 AQ1922  ___________________________________________________________________
 AQ1922* NAD 83(1986)-  29 25 09.     (N)    081 05 55.     (W)     SCALED    
 AQ1922* NAVD 88     -         6.328  (meters)      20.76   (feet)  ADJUSTED  
 AQ1922  ___________________________________________________________________
 AQ1922  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AQ1922  DYNAMIC HT  -           6.320 (meters)      20.73  (feet)  COMP
 AQ1922  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AQ1922
 AQ1922  VERT ORDER  -  SECOND    CLASS II
 AQ1922
 AQ1922.The horizontal coordinates were scaled from a topographic map and have
 AQ1922.an estimated accuracy of +/- 6 seconds.
 AQ1922
 AQ1922.The orthometric height was determined by differential leveling
 AQ1922.and adjusted by the National Geodetic Survey in June 1991..
 AQ1922
 AQ1922.The geoid height was determined by GEOID03.
 AQ1922
 AQ1922.The dynamic height is computed by dividing the NAVD 88
 AQ1922.geopotential number by the normal gravity value computed on the
 AQ1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1922.degrees latitude (g = 980.6199 gals.).
 AQ1922
 AQ1922.The modeled gravity was interpolated from observed gravity values.
 AQ1922
 AQ1922;                    North         East    Units  Estimated Accuracy
 AQ1922;SPC FL E     -   563,490.      190,430.      MT  (+/- 180 meters Scaled)
 AQ1922
 AQ1922                          SUPERSEDED SURVEY CONTROL
 AQ1922
 AQ1922  NGVD 29 (09/01/92)    6.670  (m)           21.88   (f) ADJUSTED    2 2
 AQ1922
 AQ1922.Superseded values are not recommended for survey control.
 AQ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1922.See file dsdata.txt to determine how the superseded data were derived.
 AQ1922
 AQ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN904544(NAD 83)
 AQ1922_MARKER: DD = SURVEY DISK
 AQ1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1922_SP_SET: 4X4 PRECAST
 AQ1922_STAMPING: 79 78 A83 RM NO 2
 AQ1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1922+STABILITY: SURFACE MOTION
 AQ1922
 AQ1922  HISTORY     - Date     Condition        Report By
 AQ1922  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1922  HISTORY     - 1990     GOOD             USPSQD
 AQ1922
 AQ1922                          STATION DESCRIPTION
 AQ1922
 AQ1922'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1922'10.9 MI NORTH FROM ORMOND BEACH.
 AQ1922'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1922'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1922'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 9.4 MILES. THE
 AQ1922'MARK BEARS 34.7 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1922
 AQ1922                          STATION RECOVERY (1990)
 AQ1922
 AQ1922'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1783 ***********************************************************************
 AQ1783  DESIGNATION -  79 78 A20
 AQ1783  PID         -  AQ1783
 AQ1783  STATE/COUNTY-  FL/VOLUSIA
 AQ1783  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1783
 AQ1783                         *CURRENT SURVEY CONTROL
 AQ1783  ___________________________________________________________________
 AQ1783* NAD 83(1999)-  29 00 34.25623(N)    080 52 40.95942(W)     ADJUSTED  
 AQ1783* NAVD 88     -         4.000  (meters)      13.12   (feet)  ADJUSTED  
 AQ1783  ___________________________________________________________________
 AQ1783  X           -     884,998.819 (meters)                     COMP
 AQ1783  Y           -  -5,511,706.933 (meters)                     COMP
 AQ1783  Z           -   3,074,811.854 (meters)                     COMP
 AQ1783  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AQ1783  ELLIP HEIGHT-         -24.21  (meters)          (09/30/02) GPS OBS
 AQ1783  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AQ1783  DYNAMIC HT  -           3.995 (meters)      13.11  (feet)  COMP
 AQ1783  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AQ1783
 AQ1783  HORZ ORDER  -  SECOND
 AQ1783  VERT ORDER  -  SECOND    CLASS II
 AQ1783  ELLP ORDER  -  FOURTH    CLASS II
 AQ1783
 AQ1783.The horizontal coordinates were established by GPS observations
 AQ1783.and adjusted by the National Geodetic Survey in September 2002..
 AQ1783
 AQ1783.The orthometric height was determined by differential leveling
 AQ1783.and adjusted by the National Geodetic Survey in June 1991..
 AQ1783
 AQ1783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1783
 AQ1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ1783
 AQ1783.The ellipsoidal height was determined by GPS observations
 AQ1783.and is referenced to NAD 83.
 AQ1783
 AQ1783.The geoid height was determined by GEOID03.
 AQ1783
 AQ1783.The dynamic height is computed by dividing the NAVD 88
 AQ1783.geopotential number by the normal gravity value computed on the
 AQ1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1783.degrees latitude (g = 980.6199 gals.).
 AQ1783
 AQ1783.The modeled gravity was interpolated from observed gravity values.
 AQ1783
 AQ1783;                    North         East     Units Scale Factor Converg.
 AQ1783;SPC FL E     -   518,090.785   211,881.449   MT  0.99994292   +0 03 32.9
 AQ1783;SPC FL E     - 1,699,769.52    695,147.72   sFT  0.99994292   +0 03 32.9
 AQ1783;UTM  17      - 3,209,045.996   511,877.395   MT  0.99960174   +0 03 32.9
 AQ1783
 AQ1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1783!SPC FL E     -   1.00000380  x   0.99994292  =   0.99994672
 AQ1783!UTM  17      -   1.00000380  x   0.99960174  =   0.99960554
 AQ1783
 AQ1783                          SUPERSEDED SURVEY CONTROL
 AQ1783
 AQ1783  NAD 83(1990)-  29 00 34.25522(N)    080 52 40.96007(W) AD(       ) 2
 AQ1783  ELLIP H (03/04/92)  -24.20   (m)                       GP(       ) 4 2
 AQ1783  NAVD 88 (03/04/92)    4.00   (m)           13.1    (f) LEVELING    3  
 AQ1783  NGVD 29 (09/01/92)    4.375  (m)           14.35   (f) ADJUSTED    2 2
 AQ1783
 AQ1783.Superseded values are not recommended for survey control.
 AQ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1783.See file dsdata.txt to determine how the superseded data were derived.
 AQ1783
 AQ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1187709046(NAD 83)
 AQ1783_MARKER: DD = SURVEY DISK
 AQ1783_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1783_SP_SET: SET IN DRILL HOLE IN SIDEWALK
 AQ1783_STAMPING: 79 78 A20
 AQ1783_MARK LOGO: FLDNR 
 AQ1783_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1783+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1990
 AQ1783
 AQ1783  HISTORY     - Date     Condition        Report By
 AQ1783  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1783  HISTORY     - 19900219 GOOD             STEINA
 AQ1783
 AQ1783                          STATION DESCRIPTION
 AQ1783
 AQ1783'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1783'3 MI SE FROM NEW SMYRNA BEACH.
 AQ1783'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1783'AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 3
 AQ1783'MILES TO THE INTERSECTION OF 27TH AVENUE. IT IS LOCATED NEAR THE
 AQ1783'SEA WALL AT THE CITY PARK. THE MARK BEARS 30 FEET SOUTHEAST OF THE
 AQ1783'CENTERLINE OF 27TH AVENUE, 11.5 FEET EAST OF A CONCRETE POWER POLE,
 AQ1783'CENTERLINE OF 27TH AVENUE, 11.5 FEET EAST OF A CONCRETE POWER POLE
 AQ1783'3.4 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE BENCH AND
 AQ1783'2.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF SEA WALL. MARK IS A
 AQ1783'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1783'DEPARTMENT OF TRANSPORTATION.
 AQ1783
 AQ1783                          STATION RECOVERY (1990)
 AQ1783
 AQ1783'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1783'THE STATION IS LOCATED IN NEW SMYRNA BEACH. IN SECTION 22-T17S-R34E.
 AQ1783'IN VOLUSIA COUNTY.  ON THE WESTERN SHORE OF THE ATLANTIC OCEAN.
 AQ1783'TO REACH THE STATION BY ROAD, COMMENCE AT THE TOP OF THE -NEW- SOUTH
 AQ1783'BRIDGE OVER INDIAN RIVER IN NEW SMYRNA BEACH.  GO EASTERLY AND
 AQ1783'SOUTHERLY ALONG U.S. HIGHWAY A1A (SOUTH ATLANTIC AVENUE) FOR A
 AQ1783'DISTANCE OF 3.2 MI (5.1 KM) TO THE INTERSECTION OF 27TH STREET.
 AQ1783'PROCEED EASTERLY ON 27TH STREET FOR A DISTANCE 0.1 MI (0.2 KM) TO THE
 AQ1783'BEACH AND THE STATION ON THE RIGHT, ON A SEAWALL/SIDEWALK AT THE TOP
 AQ1783'OF A PEDESTRIAN RAMP SOUTH OF THE BEACH ACCESS ROAD.  THE STATION IS
 AQ1783'3.5 FT (1.1 M) SOUTHWEST OF THE EDGE OF THE SEAWALL, 6.2 FT (1.9 M)
 AQ1783'NORTHWEST OF THE NORTHWEST END OF A CONCRETE BENCH, 11.5 FT (3.5 M)
 AQ1783'EAST OF A -WHITE WAY- LIGHT POLE, AND 30.0 FT (9.1 M) SOUTH OF THE
 AQ1783'CENTERLINE OF THE BEACH ACCESS ROAD.
 AQ1783'REFERENCES--
 AQ1783'FDOT BRASS DISK STAMPED--79 78 A20 RM NO 1-- SET IN A DRILL HOLE,
 AQ1783'RECOVERED 2.1 FT (0.6 M) SOUTHWEST OF THE SEAWARD EDGE OF THE
 AQ1783'SEAWALL/SIDEWALK AND 11.1 FT (3.4 M) NORTH OF A CONCRETE BENCH AND
 AQ1783'40.0 FT (12.2 M) NORTHWEST OF THE EDGE OF WOODEN STEPS LEADING TO THE
 AQ1783'BEACH, SOUTH 26 DEGREES EAST AT 45.21 FT (13.78 M) .
 AQ1783'FDOT BRASS DISK STAMPED--79 78 A20 RM NO 2-- SET IN A DRILL HOLE,
 AQ1783'RECOVERED IN THE SIDEWALK TO THE BATH HOUSE 24.15 FT (7.36 M)
 AQ1783'SOUTHEAST OF THE NORTHEAST CORNER OF THE BATH HOUSE AND 44.5 FT
 AQ1783'(13.6 M) SOUTHWEST OF THE EDGE OF THE SEAWALL/SIDEWALK, SOUTH 38
 AQ1783'DEGREES WEST AT 48.33 FT (14.73 M) .
 AQ1783'-WHITE WAY- LIGHT POLE, NORTH 56 DEGREES WEST AT 61.54 FT (18.76 M) .
 AQ1783'SET CARSONITE WITNESS POST SOUTH 72 DEGREES WEST AT 20.00 FT (6.10 M)
 AQ1783'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2727 ***********************************************************************
 AQ2727  DESIGNATION -  79 78 A34 2
 AQ2727  PID         -  AQ2727
 AQ2727  STATE/COUNTY-  FL/VOLUSIA
 AQ2727  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2727
 AQ2727                         *CURRENT SURVEY CONTROL
 AQ2727  ___________________________________________________________________
 AQ2727* NAD 83(1999)-  29 06 36.14670(N)    080 56 41.73267(W)     ADJUSTED  
 AQ2727* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 AQ2727  ___________________________________________________________________
 AQ2727  X           -     877,712.743 (meters)                     COMP
 AQ2727  Y           -  -5,507,392.385 (meters)                     COMP
 AQ2727  Z           -   3,084,551.383 (meters)                     COMP
 AQ2727  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AQ2727  ELLIP HEIGHT-         -23.59  (meters)          (09/30/02) GPS OBS
 AQ2727  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ2727
 AQ2727  HORZ ORDER  -  SECOND
 AQ2727  ELLP ORDER  -  FOURTH    CLASS II
 AQ2727
 AQ2727.The horizontal coordinates were established by GPS observations
 AQ2727.and adjusted by the National Geodetic Survey in September 2002..
 AQ2727
 AQ2727.The orthometric height was determined by GPS observations and a
 AQ2727.high-resolution geoid model.
 AQ2727
 AQ2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2727
 AQ2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2727
 AQ2727.The ellipsoidal height was determined by GPS observations
 AQ2727.and is referenced to NAD 83.
 AQ2727
 AQ2727.The geoid height was determined by GEOID03.
 AQ2727
 AQ2727;                    North         East     Units Scale Factor Converg.
 AQ2727;SPC FL E     -   529,227.130   205,360.367   MT  0.99994153   +0 01 36.5
 AQ2727;SPC FL E     - 1,736,306.01    673,753.14   sFT  0.99994153   +0 01 36.5
 AQ2727;UTM  17      - 3,220,178.541   505,358.538   MT  0.99960035   +0 01 36.5
 AQ2727
 AQ2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2727!SPC FL E     -   1.00000371  x   0.99994153  =   0.99994523
 AQ2727!UTM  17      -   1.00000371  x   0.99960035  =   0.99960405
 AQ2727
 AQ2727                          SUPERSEDED SURVEY CONTROL
 AQ2727
 AQ2727  NAD 83(1990)-  29 06 36.14569(N)    080 56 41.73278(W) AD(       ) 2
 AQ2727  ELLIP H (03/04/92)  -23.56   (m)                       GP(       ) 4 2
 AQ2727
 AQ2727.Superseded values are not recommended for survey control.
 AQ2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2727.See file dsdata.txt to determine how the superseded data were derived.
 AQ2727
 AQ2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0535920179(NAD 83)
 AQ2727_MARKER: DD = SURVEY DISK
 AQ2727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ2727_SP_SET: SET IN CONCRETE DRIVEWAY
 AQ2727_STAMPING: 79 78 A34 2
 AQ2727_MARK LOGO: FLDNR 
 AQ2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2727+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 AQ2727
 AQ2727  HISTORY     - Date     Condition        Report By
 AQ2727  HISTORY     - UNK      MONUMENTED
 AQ2727  HISTORY     - 19900220 GOOD             STEINA
 AQ2727  HISTORY     - 20051228 GOOD             USPSQD
 AQ2727
 AQ2727                          STATION DESCRIPTION
 AQ2727
 AQ2727'DESCRIBED BY STEINMAN AND ASSOCIATES 1990
 AQ2727'THE STATION IS LOCATED IN THE WESTERLY PORTION OF THE RIGHT-OF-WAY OF
 AQ2727'SOUTH ATLANTIC AVENUE IN PONCE INLET.  IN THE SOUTHWEST 1/4 OF
 AQ2727'SECTION 13-T16S-R33E. IN VOLUSIA COUNTY.  OWNERSHIP--HIGHWAY
 AQ2727'RIGHT-OF-WAY.
 AQ2727'TO REACH THE THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF
 AQ2727'SOUTH ATLANTIC AVENUE AND DUNLAWTON AVENUE IN PORT ORANGE. PROCEED
 AQ2727'SOUTHERLY ALONG SOUTH ATLANTIC AVENUE FOR A DISTANCE OF 3.2 MI
 AQ2727'(5.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A DNR BRASS
 AQ2727'DISK INSET INTO THE CONCRETE DRIVE OF A TWO-STORY BRICK RESIDENCE,
 AQ2727'NO. 4488, AND IS 16.2 FT. WEST OF THE CENTERLINE OF SOUTH ATLANTIC
 AQ2727'AVENUE.
 AQ2727'REFERENCES--
 AQ2727'FLDOT BRASS DISK STAMPED--79 78 A34 RM NO 1-- SET IN THE TOP OF A 4
 AQ2727'INCH SQUARE PREFABRICATED CONCRETE MONUMENT THAT IS 1.0 FT (0.3 M)
 AQ2727'BELOW GROUND, RECOVERED 33.0 FT (10.1 M) WEST OF THE CENTERLINE OF
 AQ2727'SOUTH ATLANTIC AVENUE AND 1.2 FT (0.4 M) NORTH OF A METAL WITNESS
 AQ2727'POST, SOUTH 08 DEGREES EAST AT 52.67 FT (16.05 M) .
 AQ2727'4 INCH SQUARE CONCRETE MONUMENT, RECOVERED AT NORTHEAST LOT CORNER OF
 AQ2727'THE RESEDENCE NO. 4488 1.0 FT (0.3 M) EAST OF A UTILITY POLE, NORTH
 AQ2727'50 DEGREES WEST AT 67.49 FT (20.57 M) .
 AQ2727'KEITH AND SCHNARS REBAR AND CAP, SET EAST OF SOUTH ATLANTIC AVENUE IN
 AQ2727'FRONT OF EASTWIND CONDOMINIUMS, NORTH 65 DEGREES EAST AT 53.20 FT
 AQ2727'(16.22 M) .
 AQ2727
 AQ2727                          STATION RECOVERY (2005)
 AQ2727
 AQ2727'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1841 ***********************************************************************
 AQ1841  DESIGNATION -  79 78 A47
 AQ1841  PID         -  AQ1841
 AQ1841  STATE/COUNTY-  FL/VOLUSIA
 AQ1841  USGS QUAD   -  PORT ORANGE (1993)
 AQ1841
 AQ1841                         *CURRENT SURVEY CONTROL
 AQ1841  ___________________________________________________________________
 AQ1841* NAD 83(1999)-  29 10 33.96829(N)    080 58 59.22377(W)     ADJUSTED  
 AQ1841* NAVD 88     -         4.122  (meters)      13.52   (feet)  ADJUSTED  
 AQ1841  ___________________________________________________________________
 AQ1841  X           -     873,482.511 (meters)                     COMP
 AQ1841  Y           -  -5,504,453.910 (meters)                     COMP
 AQ1841  Z           -   3,090,946.240 (meters)                     COMP
 AQ1841  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AQ1841  ELLIP HEIGHT-         -24.25  (meters)          (09/30/02) GPS OBS
 AQ1841  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ1841  DYNAMIC HT  -           4.117 (meters)      13.51  (feet)  COMP
 AQ1841  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 AQ1841
 AQ1841  HORZ ORDER  -  SECOND
 AQ1841  VERT ORDER  -  SECOND    CLASS II
 AQ1841  ELLP ORDER  -  FOURTH    CLASS II
 AQ1841
 AQ1841.The horizontal coordinates were established by GPS observations
 AQ1841.and adjusted by the National Geodetic Survey in September 2002..
 AQ1841
 AQ1841.The orthometric height was determined by differential leveling
 AQ1841.and adjusted by the National Geodetic Survey in June 1991..
 AQ1841
 AQ1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1841
 AQ1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ1841
 AQ1841.The ellipsoidal height was determined by GPS observations
 AQ1841.and is referenced to NAD 83.
 AQ1841
 AQ1841.The geoid height was determined by GEOID03.
 AQ1841
 AQ1841.The dynamic height is computed by dividing the NAVD 88
 AQ1841.geopotential number by the normal gravity value computed on the
 AQ1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1841.degrees latitude (g = 980.6199 gals.).
 AQ1841
 AQ1841.The modeled gravity was interpolated from observed gravity values.
 AQ1841
 AQ1841;                    North         East     Units Scale Factor Converg.
 AQ1841;SPC FL E     -   536,547.703   201,642.099   MT  0.99994121   +0 00 29.6
 AQ1841;SPC FL E     - 1,760,323.59    661,554.12   sFT  0.99994121   +0 00 29.6
 AQ1841;UTM  17      - 3,227,496.616   501,641.539   MT  0.99960003   +0 00 29.6
 AQ1841
 AQ1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1841!SPC FL E     -   1.00000381  x   0.99994121  =   0.99994502
 AQ1841!UTM  17      -   1.00000381  x   0.99960003  =   0.99960384
 AQ1841
 AQ1841                          SUPERSEDED SURVEY CONTROL
 AQ1841
 AQ1841  NAD 83(1990)-  29 10 33.96743(N)    080 58 59.22397(W) AD(       ) 2
 AQ1841  ELLIP H (03/04/92)  -24.17   (m)                       GP(       ) 4 2
 AQ1841  NAVD 88 (03/04/92)    4.12   (m)           13.5    (f) LEVELING    3  
 AQ1841  NGVD 29 (09/01/92)    4.483  (m)           14.71   (f) ADJUSTED    2 2
 AQ1841
 AQ1841.Superseded values are not recommended for survey control.
 AQ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1841.See file dsdata.txt to determine how the superseded data were derived.
 AQ1841
 AQ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0164227497(NAD 83)
 AQ1841_MARKER: DD = SURVEY DISK
 AQ1841_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1841_SP_SET: SET IN DRILL HOLE IN SIDEWALK
 AQ1841_STAMPING: 79 78 A47
 AQ1841_MARK LOGO: FLDNR 
 AQ1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1841+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 AQ1841
 AQ1841  HISTORY     - Date     Condition        Report By
 AQ1841  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1841  HISTORY     - 1990     GOOD             USPSQD
 AQ1841  HISTORY     - 19900220 GOOD             STEINA
 AQ1841  HISTORY     - 20030411 MARK NOT FOUND   FL-127
 AQ1841
 AQ1841                          STATION DESCRIPTION
 AQ1841
 AQ1841'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1841'3.3 MI NE FROM PORT ORANGE.
 AQ1841'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1841'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1841'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2 MILES
 AQ1841'TO THE JUNCTION OF THAMES AVENUE AND THE MARK. THE MARK BEARS 4.7
 AQ1841'FEET NORTHWEST OF THE CENTER OF A DROP INLET COVER, 7 FEET EAST SOUTH
 AQ1841'EAST OF A STOP SIGN POST, 19.5 FEET EAST OF A FIRE HYDRANT, 26.8 FEET
 AQ1841'SOUTHEAST OF THE CENTERLINE OF THAMES AVENUE, AND 37.9 FEET SOUTHWEST
 AQ1841'OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF
 AQ1841'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1841'TRANSPORTATION.
 AQ1841
 AQ1841                          STATION RECOVERY (1990)
 AQ1841
 AQ1841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1841'RECOVERED IN GOOD CONDITION.
 AQ1841
 AQ1841                          STATION RECOVERY (1990)
 AQ1841
 AQ1841'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1841'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 AQ1841'OF ATALANTIC AVENUE AND THAMES AVENUE IN DAYTONA BEACH SHORES.  IN
 AQ1841'SECTION 27-T15S-R33E.  IN VALUSIA COUNTY.  OWNERSHIP--HIGHWAY
 AQ1841'RIGHT-OF-WAY.
 AQ1841'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF SOUTH
 AQ1841'ATLANTIC AVENUE AND DUNLAWTON AVENUE IN PORT ORANGE.  PROCEED
 AQ1841'NORTHERLY ALONG ATLANTIC AVENUE FOR A DISTANCE OF 1.9 MI (3.1 KM) TO
 AQ1841'THE STATION ON THE LEFT.  THE STATION IS A FLDNR BRASS DISK STAMPED
 AQ1841'--79 78 A47-- SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH RUNS
 AQ1841'ALONG THE WEST SIDE OF ATLANTIC AVENUE.  THE STATION IS 37.9 FT
 AQ1841'(11.6 M) WEST OF THE CENTER OF ATLANTIC AVENUE AND 26.9 FT (8.2 M)
 AQ1841'SOUTH OF THE CENTER OF THAMES AVENUE.
 AQ1841'REFERENCES--
 AQ1841'FLDOT BRASS DISK STAMPED--79 78 A47 RM NO 1-- SET IN A DRILL HOLE IN
 AQ1841'THE TOP OF CONCRETE CURB, RECOVERED IN THE CURB OF THE SIDEWALK WEST
 AQ1841'OF ATLANTIC AVENUE AND SOUTH OF THAMES AVENUE, SOUTH 50 DEGREES EAST
 AQ1841'AT 35.77 FT (10.90 M) .
 AQ1841'FLDOT BRASS DISK STAMPED--79 78 A47 RM NO 2-- SET IN A DRILL HOLE IN
 AQ1841'THE TOP OF CONCRETE CURB, RECOVERED IN THE CURB AT THE NORTHWEST
 AQ1841'CORNER OF ATLANTIC AVENUE AND THAMES AVENUE, NORTH 15 DEGREES WEST AT
 AQ1841'53.56 FT (16.33 M) .
 AQ1841'NORTHEAST CORNER OF THE RESIDENCE (NO. 2800) IN THE SOUTHWEST
 AQ1841'QUARDRANT OF THE INTERSECTION, SOUTH 35 DEGREES WEST AT 52.97 FT
 AQ1841'(16.15 M) .
 AQ1841
 AQ1841                          STATION RECOVERY (2003)
 AQ1841
 AQ1841'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ1841'RECOVERED RM 1 AND RM 2. CHECKED DISTANCES AND FOUND DRILL HOLE,NO
 AQ1841'EVIDENCE OF BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1869 ***********************************************************************
 AQ1869  DESIGNATION -  79 78 A60
 AQ1869  PID         -  AQ1869
 AQ1869  STATE/COUNTY-  FL/VOLUSIA
 AQ1869  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1869
 AQ1869                         *CURRENT SURVEY CONTROL
 AQ1869  ___________________________________________________________________
 AQ1869* NAD 83(1999)-  29 15 05.91017(N)    081 01 13.15170(W)     ADJUSTED  
 AQ1869* NAVD 88     -         3.447  (meters)      11.31   (feet)  ADJUSTED  
 AQ1869  ___________________________________________________________________
 AQ1869  X           -     869,270.352 (meters)                     COMP
 AQ1869  Y           -  -5,500,982.919 (meters)                     COMP
 AQ1869  Z           -   3,098,253.631 (meters)                     COMP
 AQ1869  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AQ1869  ELLIP HEIGHT-         -24.94  (meters)          (09/30/02) GPS OBS
 AQ1869  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ1869  DYNAMIC HT  -           3.443 (meters)      11.30  (feet)  COMP
 AQ1869  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AQ1869
 AQ1869  HORZ ORDER  -  SECOND
 AQ1869  VERT ORDER  -  SECOND    CLASS II
 AQ1869  ELLP ORDER  -  FOURTH    CLASS II
 AQ1869
 AQ1869.The horizontal coordinates were established by GPS observations
 AQ1869.and adjusted by the National Geodetic Survey in September 2002..
 AQ1869
 AQ1869.The orthometric height was determined by differential leveling
 AQ1869.and adjusted by the National Geodetic Survey in June 1991..
 AQ1869
 AQ1869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1869
 AQ1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ1869
 AQ1869.The ellipsoidal height was determined by GPS observations
 AQ1869.and is referenced to NAD 83.
 AQ1869
 AQ1869.The geoid height was determined by GEOID03.
 AQ1869
 AQ1869.The dynamic height is computed by dividing the NAVD 88
 AQ1869.geopotential number by the normal gravity value computed on the
 AQ1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1869.degrees latitude (g = 980.6199 gals.).
 AQ1869
 AQ1869.The modeled gravity was interpolated from observed gravity values.
 AQ1869
 AQ1869;                    North         East     Units Scale Factor Converg.
 AQ1869;SPC FL E     -   544,919.999   198,024.980   MT  0.99994122   -0 00 35.7
 AQ1869;SPC FL E     - 1,787,791.70    649,686.96   sFT  0.99994122   -0 00 35.7
 AQ1869;UTM  17      - 3,235,866.056   498,025.654   MT  0.99960005   -0 00 35.7
 AQ1869
 AQ1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1869!SPC FL E     -   1.00000392  x   0.99994122  =   0.99994514
 AQ1869!UTM  17      -   1.00000392  x   0.99960005  =   0.99960397
 AQ1869
 AQ1869                          SUPERSEDED SURVEY CONTROL
 AQ1869
 AQ1869  NAD 83(1990)-  29 15 05.90938(N)    081 01 13.15166(W) AD(       ) 2
 AQ1869  ELLIP H (03/04/92)  -24.85   (m)                       GP(       ) 4 2
 AQ1869  NAVD 88 (03/04/92)    3.45   (m)           11.3    (f) LEVELING    3  
 AQ1869  NGVD 29 (09/01/92)    3.804  (m)           12.48   (f) ADJUSTED    2 2
 AQ1869
 AQ1869.Superseded values are not recommended for survey control.
 AQ1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1869.See file dsdata.txt to determine how the superseded data were derived.
 AQ1869
 AQ1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9802635866(NAD 83)
 AQ1869_MARKER: DD = SURVEY DISK
 AQ1869_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1869_SP_SET: SET IN DRILL HOLE IN SIDEWALK
 AQ1869_STAMPING: 79 78 A60
 AQ1869_MARK LOGO: FLDNR 
 AQ1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1869+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 AQ1869
 AQ1869  HISTORY     - Date     Condition        Report By
 AQ1869  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1869  HISTORY     - 1990     GOOD             USPSQD
 AQ1869  HISTORY     - 19900220 GOOD             STEINA
 AQ1869  HISTORY     - 20030416 GOOD             FL-127
 AQ1869  HISTORY     - 20051217 GOOD             USPSQD
 AQ1869
 AQ1869                          STATION DESCRIPTION
 AQ1869
 AQ1869'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1869'4.5 MI SE FROM ORMOND BEACH.
 AQ1869'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1869'PROCEED NORTHEAST ON STATE ROAD A1A FOR 1.5 MILES TO THE JUNCTION OF
 AQ1869'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 3 MILES TO THE
 AQ1869'JUNCTION OF NAUTILUS AVENUE AND THE MARK, WHICH BEARS 5.7 FEET SOUTH
 AQ1869'EAST OF FIRE HYDRANT, 35.1 FEET NORTHWEST OF CENTERLINE OF NAUTILUS
 AQ1869'AVENUE, 37.9 FEET EAST SOUTHEAST OF EAST CORNER OF A PORCH ATTATCHED
 AQ1869'TO HOUSE NUMBER 1501, AND 39.0 FEET SOUTHWEST OF THE CENTERLINE OF
 AQ1869'STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1869'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1869
 AQ1869                          STATION RECOVERY (1990)
 AQ1869
 AQ1869'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1869'RECOVERED IN GOOD CONDITION.
 AQ1869
 AQ1869                          STATION RECOVERY (1990)
 AQ1869
 AQ1869'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1869'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 AQ1869'OF NORTH ATLANTIC AVENUE AND NAUTILUS AVENUE IN DAYTONA BEACH.  IN
 AQ1869'SECTION 36-T14S-R32E.  IN VALUSIA COUNTY.  OWNERSHIP-- HIGHWAY
 AQ1869'RIGHT-OF-WAY.
 AQ1869'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTER SECTION OF
 AQ1869'ATLANTIC AVENUE AND SEABREEZE BOULEVARD IN DAYTONA BEACH.  PROCEED
 AQ1869'NORTHERLY ALONG ATLANTIC AVENUE FOR A DISTANCE OF 1.2 MI (1.9 KM) TO
 AQ1869'NAUTILUS AVENUE AND THE STATION ON THE LEFT.  THE STATION IS IN THE
 AQ1869'NORTHWEST QUADRANT OF THE INTERSECTION AND IS A FLDNR BRASS DISK
 AQ1869'STAMPED--79 78 A60-- SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 AQ1869'THE STATION IS 39.0 FT (11.9 M) WEST OF THE CENTER OF ATALANTIC
 AQ1869'AVENUE AND 35.0 FT (10.7 M) NORTH OF THE CENTER OF NAUTILUS AVENUE.
 AQ1869'REFERENCES--
 AQ1869'FLDOT BRASS DISK STAMPED--79 78 A60 RM NO 1-- SET IN A DRILL HOLE IN
 AQ1869'THE TOP OF THE CONCRETE CURB, RECOVERED IN THE WEST END OF THE
 AQ1869'CONCRETE CURB IN THE NORTHWEST QUADRANT OF THE INTERSECTION, SOUTH 60
 AQ1869'DEGREES WEST AT 30.88 FT (9.41 M) .
 AQ1869'FLDOT BRASS DISK STAMPED--79 78 A60 RM NO 2-- SET IN A DRILL HOLE IN
 AQ1869'THE TOP OF THE CONCRETE CURB, RECOVERED IN THE CURB ALONG THE WEST
 AQ1869'SIDE OF ATLANTIC AVENUE 32.0 FT (9.8 M) NORTH OF NAUTILUS AVENUE,
 AQ1869'NORTH 07 DEGREES WEST AT 32.59 FT (9.93 M) .
 AQ1869'EAST END OF THE SOUTH SIDE OF THE RESIDENCE (NO 1501) IN THE NORTHWEST
 AQ1869'QUADRANT OF THE INTERSECTION, NORTH 70 DEGREES WEST AT 51.71 FT
 AQ1869'(15.76 M) .
 AQ1869
 AQ1869                          STATION RECOVERY (2003)
 AQ1869
 AQ1869'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ1869'RECOVERED IN GOOD CONDITION.
 AQ1869
 AQ1869                          STATION RECOVERY (2005)
 AQ1869
 AQ1869'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1897 ***********************************************************************
 AQ1897  DESIGNATION -  79 78 A73
 AQ1897  PID         -  AQ1897
 AQ1897  STATE/COUNTY-  FL/VOLUSIA
 AQ1897  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1897
 AQ1897                         *CURRENT SURVEY CONTROL
 AQ1897  ___________________________________________________________________
 AQ1897* NAD 83(1999)-  29 20 03.62514(N)    081 03 33.76328(W)     ADJUSTED  
 AQ1897* NAVD 88     -         4.024  (meters)      13.20   (feet)  ADJUSTED  
 AQ1897  ___________________________________________________________________
 AQ1897  X           -     864,823.174 (meters)                     COMP
 AQ1897  Y           -  -5,497,144.252 (meters)                     COMP
 AQ1897  Z           -   3,106,248.077 (meters)                     COMP
 AQ1897  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AQ1897  ELLIP HEIGHT-         -24.48  (meters)          (09/30/02) GPS OBS
 AQ1897  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AQ1897  DYNAMIC HT  -           4.018 (meters)      13.18  (feet)  COMP
 AQ1897  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 AQ1897
 AQ1897  HORZ ORDER  -  SECOND
 AQ1897  VERT ORDER  -  SECOND    CLASS II
 AQ1897  ELLP ORDER  -  FOURTH    CLASS II
 AQ1897
 AQ1897.The horizontal coordinates were established by GPS observations
 AQ1897.and adjusted by the National Geodetic Survey in September 2002..
 AQ1897
 AQ1897.The orthometric height was determined by differential leveling
 AQ1897.and adjusted by the National Geodetic Survey in June 1991..
 AQ1897
 AQ1897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1897
 AQ1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ1897
 AQ1897.The ellipsoidal height was determined by GPS observations
 AQ1897.and is referenced to NAD 83.
 AQ1897
 AQ1897.The geoid height was determined by GEOID03.
 AQ1897
 AQ1897.The dynamic height is computed by dividing the NAVD 88
 AQ1897.geopotential number by the normal gravity value computed on the
 AQ1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1897.degrees latitude (g = 980.6199 gals.).
 AQ1897
 AQ1897.The modeled gravity was interpolated from observed gravity values.
 AQ1897
 AQ1897;                    North         East     Units Scale Factor Converg.
 AQ1897;SPC FL E     -   554,087.116   194,233.261   MT  0.99994159   -0 01 44.7
 AQ1897;SPC FL E     - 1,817,867.48    637,246.96   sFT  0.99994159   -0 01 44.7
 AQ1897;UTM  17      - 3,245,030.045   494,235.229   MT  0.99960041   -0 01 44.7
 AQ1897
 AQ1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1897!SPC FL E     -   1.00000384  x   0.99994159  =   0.99994543
 AQ1897!UTM  17      -   1.00000384  x   0.99960041  =   0.99960425
 AQ1897
 AQ1897                          SUPERSEDED SURVEY CONTROL
 AQ1897
 AQ1897  NAD 83(1990)-  29 20 03.62482(N)    081 03 33.76409(W) AD(       ) 2
 AQ1897  ELLIP H (03/04/92)  -24.49   (m)                       GP(       ) 4 2
 AQ1897  NAVD 88 (03/04/92)    4.02   (m)           13.2    (f) LEVELING    3  
 AQ1897  NGVD 29 (09/01/92)    4.366  (m)           14.32   (f) ADJUSTED    2 2
 AQ1897
 AQ1897.Superseded values are not recommended for survey control.
 AQ1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1897.See file dsdata.txt to determine how the superseded data were derived.
 AQ1897
 AQ1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9423545030(NAD 83)
 AQ1897_MARKER: DD = SURVEY DISK
 AQ1897_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AQ1897_SP_SET: PREFAB CONC POST IN CONCRETE
 AQ1897_STAMPING: 79 78 A73
 AQ1897_MARK LOGO: FLDNR 
 AQ1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1897+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 AQ1897
 AQ1897  HISTORY     - Date     Condition        Report By
 AQ1897  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1897  HISTORY     - 19900220 GOOD             STEINA
 AQ1897  HISTORY     - 20040329 MARK NOT FOUND   FL-127
 AQ1897
 AQ1897                          STATION DESCRIPTION
 AQ1897
 AQ1897'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1897'4.7 MI NORTH FROM ORMOND BEACH.
 AQ1897'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH
 AQ1897'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1897'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.2 MILES TO
 AQ1897'THE MARK, NEAR THE MAIN OFFICE TOWER OF THE COUNTY BEACH AND SAFETY
 AQ1897'PATROL. THE MARK BEARS 5.6 FEET SOUTH SOUTHWEST OF POWERLINE GUY WIRE
 AQ1897'POLE, 18.2 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1897'18.2 FEET WEST SOUTHWEST OF THE EAST END OF ANCHOR WIRE FOR A GUY WIRE
 AQ1897'POLE.
 AQ1897
 AQ1897                          STATION RECOVERY (1990)
 AQ1897
 AQ1897'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1897'THE STATION IS IN THE EASTERLY PORTION OF THE RIGHT-OF-WAY OF OCEAN
 AQ1897'SHORE BOULEVARD IN ORMOND-BY-THE-SEA.  IN SECTION 34-T13S-R32E.  IN
 AQ1897'VOLUSIA COUNTY.
 AQ1897'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF STATE
 AQ1897'ROAD A1A AND STATE ROAD 40 IN ORMAND BEACH.  PROCEED NORTHERLY ON
 AQ1897'STATE ROAD A1A (OCEAN SHORE BOULEVARD) FOR A DISTANCE OF 3.2 MI
 AQ1897'(5.1 KM) TO THE STATION ON THE RIGHT.  THE STATION LIES IN THE
 AQ1897'EASTERLY PORTION OF THE RIGHT-OF-WAY OF OCEAN SHORE BOULEVARD AND IS
 AQ1897'17.0 FT (5.2 M) EAST OF OCEAN SHORE BOULEVARDS CENTERLINE, 5.7 FT
 AQ1897'(1.7 M) SOUTHWEST OF A POWER POLE, AND 4.5 FT (1.4 M) SOUTHWEST OF A
 AQ1897'DOT METAL WITNESS POST AND IS 1.0 FT (0.3 M) BELOW GROUND.
 AQ1897'REFERENCES--
 AQ1897'DOT BRASS DISK STAMPED--79 78 A73 RM NO 1-- SET IN THE TOP OF A 4 INCH
 AQ1897'SQUARE PREFABRICATED CONCRETE POST, RECOVERED 33.0 FT (10.1 M) EAST
 AQ1897'OF THE CENTERLINE OF STATE ROAD A1A, NORTH 10 DEGREES EAST AT 34.06
 AQ1897'FT (10.38 M) .
 AQ1897'DOT BRASS DISK STAMPED--79 78 A73 RM NO 1-- SET IN THE TOP OF A 4 INCH
 AQ1897'SQUARE PREFABRICATED CONCRETE POST, RECOVERED 35.0 FT (10.7 M) EAST
 AQ1897'OF THE CENTERLINE OF STATE ROAD A1A, SOUTH 89 DEGREES EAST AT 18.22
 AQ1897'FT (5.55 M) .
 AQ1897'KEITH AND SCHNARS NAIL AND DISK, SET IN THE EAST EDGE OF PAVEMENT OF
 AQ1897'STATE ROAD A1A, WEST AT 8.24 FT (2.51 M) .
 AQ1897
 AQ1897                          STATION RECOVERY (2004)
 AQ1897
 AQ1897'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2004
 AQ1897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2776 ***********************************************************************
 AQ2776  DESIGNATION -  79 90 GPS 1
 AQ2776  PID         -  AQ2776
 AQ2776  STATE/COUNTY-  FL/VOLUSIA
 AQ2776  USGS QUAD   -  ASTOR (1983)
 AQ2776
 AQ2776                         *CURRENT SURVEY CONTROL
 AQ2776  ___________________________________________________________________
 AQ2776* NAD 83(1999)-  29 10 14.19075(N)    081 30 28.96830(W)     ADJUSTED  
 AQ2776* NAVD 88     -         7.229  (meters)      23.72   (feet)  ADJUSTED  
 AQ2776  ___________________________________________________________________
 AQ2776  X           -     823,060.421 (meters)                     COMP
 AQ2776  Y           -  -5,512,521.698 (meters)                     COMP
 AQ2776  Z           -   3,090,416.104 (meters)                     COMP
 AQ2776  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AQ2776  ELLIP HEIGHT-         -21.09  (meters)          (09/30/02) GPS OBS
 AQ2776  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ2776  DYNAMIC HT  -           7.219 (meters)      23.68  (feet)  COMP
 AQ2776  MODELED GRAV-     979,247.2   (mgal)                       NAVD 88
 AQ2776
 AQ2776  HORZ ORDER  -  SECOND
 AQ2776  VERT ORDER  -  SECOND    CLASS I
 AQ2776  ELLP ORDER  -  FOURTH    CLASS II
 AQ2776
 AQ2776.The horizontal coordinates were established by GPS observations
 AQ2776.and adjusted by the National Geodetic Survey in September 2002..
 AQ2776
 AQ2776.The orthometric height was determined by differential leveling
 AQ2776.and adjusted by the National Geodetic Survey in April 2001..
 AQ2776
 AQ2776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2776
 AQ2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2776
 AQ2776.The ellipsoidal height was determined by GPS observations
 AQ2776.and is referenced to NAD 83.
 AQ2776
 AQ2776.The geoid height was determined by GEOID03.
 AQ2776
 AQ2776.The dynamic height is computed by dividing the NAVD 88
 AQ2776.geopotential number by the normal gravity value computed on the
 AQ2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2776.degrees latitude (g = 980.6199 gals.).
 AQ2776
 AQ2776.The modeled gravity was interpolated from observed gravity values.
 AQ2776
 AQ2776;                    North         East     Units Scale Factor Converg.
 AQ2776;SPC FL E     -   536,045.495   150,580.553   MT  0.99997130   -0 14 51.5
 AQ2776;SPC FL E     - 1,758,675.93    494,029.70   sFT  0.99997130   -0 14 51.5
 AQ2776;UTM  17      - 3,226,994.580   450,597.414   MT  0.99963012   -0 14 51.5
 AQ2776
 AQ2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2776!SPC FL E     -   1.00000331  x   0.99997130  =   0.99997461
 AQ2776!UTM  17      -   1.00000331  x   0.99963012  =   0.99963343
 AQ2776
 AQ2776                          SUPERSEDED SURVEY CONTROL
 AQ2776
 AQ2776  NAD 83(1990)-  29 10 14.18926(N)    081 30 28.96800(W) AD(       ) 2
 AQ2776  ELLIP H (03/04/92)  -21.06   (m)                       GP(       ) 4 2
 AQ2776
 AQ2776.Superseded values are not recommended for survey control.
 AQ2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2776.See file dsdata.txt to determine how the superseded data were derived.
 AQ2776
 AQ2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5059726995(NAD 83)
 AQ2776_MARKER: DE = TRAVERSE STATION DISK
 AQ2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2776_SP_SET: CONCRETE POST
 AQ2776_STAMPING: 79 90 GPS 1
 AQ2776_MARK LOGO: FLDT  
 AQ2776_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2776+STABILITY: SURFACE MOTION
 AQ2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2776+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AQ2776
 AQ2776  HISTORY     - Date     Condition        Report By
 AQ2776  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2776  HISTORY     - 19980105 GOOD             FLDEP
 AQ2776  HISTORY     - 20030410 GOOD             FL-127
 AQ2776
 AQ2776                          STATION DESCRIPTION
 AQ2776
 AQ2776'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2776'THE STATION IS LOCATED APPROXIMATELY 1.29 KM (0.80 MI) E OF THE SR-40
 AQ2776'BRIDGE OVER THE ST. JOHNS RIVER, IN THE TRIANGLE OF THE INTERSECTION
 AQ2776'OF SR-40 AND EMPORIA ROAD, APPROXIMATELY 45.72 M (150.0 FT) W OF A
 AQ2776'HANDY WAY FOOD STORE
 AQ2776'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2776'.40 M (1.3 FT) W OF THE W EDGE OF THE ASPHALT PARKING LOT, 23.77 M
 AQ2776'(78.0 FT) N OF THE CENTERLINE OF SR-40, 13.72 M (45.0 FT) SE OF THE
 AQ2776'CENTERLINE OF EMPORIA ROAD AND 9.75 M (32.0 FT) NNW OF HANDY WAY FOOD
 AQ2776'STORE SIGN POST.
 AQ2776'DESCRIBED BY MAX CHERBONNEAUX
 AQ2776
 AQ2776                          STATION RECOVERY (1998)
 AQ2776
 AQ2776'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AQ2776'RECOVERED AS DESCRIBED.
 AQ2776
 AQ2776                          STATION RECOVERY (2003)
 AQ2776
 AQ2776'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2775 ***********************************************************************
 AQ2775  DESIGNATION -  79 90 GPS 2
 AQ2775  PID         -  AQ2775
 AQ2775  STATE/COUNTY-  FL/VOLUSIA
 AQ2775  USGS QUAD   -  LAKE DIAS (1993)
 AQ2775
 AQ2775                         *CURRENT SURVEY CONTROL
 AQ2775  ___________________________________________________________________
 AQ2775* NAD 83(1999)-  29 12 47.81050(N)    081 20 40.36610(W)     ADJUSTED  
 AQ2775* NAVD 88     -         9.4    (meters)      31.     (feet)  GPS OBS   
 AQ2775  ___________________________________________________________________
 AQ2775  X           -     838,440.824 (meters)                     COMP
 AQ2775  Y           -  -5,507,871.777 (meters)                     COMP
 AQ2775  Z           -   3,094,546.130 (meters)                     COMP
 AQ2775  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AQ2775  ELLIP HEIGHT-         -18.99  (meters)          (09/30/02) GPS OBS
 AQ2775  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ2775
 AQ2775  HORZ ORDER  -  SECOND
 AQ2775  ELLP ORDER  -  FOURTH    CLASS II
 AQ2775
 AQ2775.The horizontal coordinates were established by GPS observations
 AQ2775.and adjusted by the National Geodetic Survey in September 2002..
 AQ2775
 AQ2775.The orthometric height was determined by GPS observations and a
 AQ2775.high-resolution geoid model.
 AQ2775
 AQ2775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2775
 AQ2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2775
 AQ2775.The ellipsoidal height was determined by GPS observations
 AQ2775.and is referenced to NAD 83.
 AQ2775
 AQ2775.The geoid height was determined by GEOID03.
 AQ2775
 AQ2775;                    North         East     Units Scale Factor Converg.
 AQ2775;SPC FL E     -   540,717.320   166,498.814   MT  0.99995502   -0 10 05.4
 AQ2775;SPC FL E     - 1,774,003.41    546,254.86   sFT  0.99995502   -0 10 05.4
 AQ2775;UTM  17      - 3,231,664.811   466,510.245   MT  0.99961384   -0 10 05.4
 AQ2775
 AQ2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2775!SPC FL E     -   1.00000298  x   0.99995502  =   0.99995800
 AQ2775!UTM  17      -   1.00000298  x   0.99961384  =   0.99961682
 AQ2775
 AQ2775                          SUPERSEDED SURVEY CONTROL
 AQ2775
 AQ2775  NAD 83(1990)-  29 12 47.80904(N)    081 20 40.36583(W) AD(       ) 2
 AQ2775  ELLIP H (03/04/92)  -18.96   (m)                       GP(       ) 4 2
 AQ2775
 AQ2775.Superseded values are not recommended for survey control.
 AQ2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2775.See file dsdata.txt to determine how the superseded data were derived.
 AQ2775
 AQ2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6651031665(NAD 83)
 AQ2775_MARKER: DE = TRAVERSE STATION DISK
 AQ2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2775_SP_SET: CONCRETE POST
 AQ2775_STAMPING: 79 90 GPS 2
 AQ2775_MARK LOGO: FLDT  
 AQ2775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2775+STABILITY: SURFACE MOTION
 AQ2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2775+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1999
 AQ2775
 AQ2775  HISTORY     - Date     Condition        Report By
 AQ2775  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2775  HISTORY     - 19990218 MARK NOT FOUND   FLDEP
 AQ2775
 AQ2775                          STATION DESCRIPTION
 AQ2775
 AQ2775'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2775'THE STATION IS LOCATED APPROXIMATELY 17.70 KM (11.00 MI) E OF THE
 AQ2775'SR-40 BRIDGE OVER THE ST. JOHNS RIVER AND IS ALSO ABOUT 8.05 KM
 AQ2775'(5.00 MI) E OF THE INTERSECTION OF SR-40 AND US-17 IN BARBERVILLE. IT
 AQ2775'IS ON THE NW SIDE OF SR-40 NEAR THE PIT ENTRANCE OF THE VOLUSIA CO.
 AQ2775'SPEEDWAY.
 AQ2775'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND US-17, PROCEED
 AQ2775'NE ON SR-40 FOR 8.05 KM (5.00 MI) TO THE PIT ENTRANCE OF THE VOLUSIA
 AQ2775'CO. SPEEDWAY AND THE STATION ON THE LEFT.
 AQ2775'THE STATION PROJECTS 10 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2775'4.97 M (16.3 FT) NNW OF A METAL WITNESS POST, 23.16 M (76.0 FT) NNW OF
 AQ2775'THE CENTERLINE OF SR-40, 22.25 M (73.0 FT) SW OF THE CENTERLINE OF THE
 AQ2775'PIT ENTRANCE TO THE SPEEDWAY, 36.39 M (119.4 FT) SW AND ACROSS DRIVE
 AQ2775'FROM A POWER POLE
 AQ2775'DESCRIBED BY MAX CHERBONNEAUX
 AQ2775
 AQ2775                          STATION RECOVERY (1999)
 AQ2775
 AQ2775'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2774 ***********************************************************************
 AQ2774  DESIGNATION -  79 90 GPS 3
 AQ2774  PID         -  AQ2774
 AQ2774  STATE/COUNTY-  FL/VOLUSIA
 AQ2774  USGS QUAD   -  DAYTONA BEACH NW (1993)
 AQ2774
 AQ2774                         *CURRENT SURVEY CONTROL
 AQ2774  ___________________________________________________________________
 AQ2774* NAD 83(1999)-  29 14 22.11723(N)    081 14 40.49941(W)     ADJUSTED  
 AQ2774* NAVD 88     -        10.9    (meters)      36.     (feet)  GPS OBS   
 AQ2774  ___________________________________________________________________
 AQ2774  X           -     847,833.438 (meters)                     COMP
 AQ2774  Y           -  -5,505,000.716 (meters)                     COMP
 AQ2774  Z           -   3,097,080.822 (meters)                     COMP
 AQ2774  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AQ2774  ELLIP HEIGHT-         -17.46  (meters)          (09/30/02) GPS OBS
 AQ2774  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ2774
 AQ2774  HORZ ORDER  -  SECOND
 AQ2774  ELLP ORDER  -  FOURTH    CLASS II
 AQ2774
 AQ2774.The horizontal coordinates were established by GPS observations
 AQ2774.and adjusted by the National Geodetic Survey in September 2002..
 AQ2774
 AQ2774.The orthometric height was determined by GPS observations and a
 AQ2774.high-resolution geoid model.
 AQ2774
 AQ2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2774
 AQ2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2774
 AQ2774.The ellipsoidal height was determined by GPS observations
 AQ2774.and is referenced to NAD 83.
 AQ2774
 AQ2774.The geoid height was determined by GEOID03.
 AQ2774
 AQ2774;                    North         East     Units Scale Factor Converg.
 AQ2774;SPC FL E     -   543,596.361   176,224.583   MT  0.99994815   -0 07 10.1
 AQ2774;SPC FL E     - 1,783,449.06    578,163.49   sFT  0.99994815   -0 07 10.1
 AQ2774;UTM  17      - 3,234,542.869   476,232.695   MT  0.99960697   -0 07 10.1
 AQ2774
 AQ2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2774!SPC FL E     -   1.00000274  x   0.99994815  =   0.99995089
 AQ2774!UTM  17      -   1.00000274  x   0.99960697  =   0.99960971
 AQ2774
 AQ2774                          SUPERSEDED SURVEY CONTROL
 AQ2774
 AQ2774  NAD 83(1990)-  29 14 22.11594(N)    081 14 40.49917(W) AD(       ) 2
 AQ2774  ELLIP H (03/04/92)  -17.44   (m)                       GP(       ) 4 2
 AQ2774
 AQ2774.Superseded values are not recommended for survey control.
 AQ2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2774.See file dsdata.txt to determine how the superseded data were derived.
 AQ2774
 AQ2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7623334543(NAD 83)
 AQ2774_MARKER: DE = TRAVERSE STATION DISK
 AQ2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2774_SP_SET: CONCRETE POST
 AQ2774_STAMPING: 79 90 GPS 3
 AQ2774_MARK LOGO: FLDT  
 AQ2774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2774+STABILITY: SURFACE MOTION
 AQ2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2774+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AQ2774
 AQ2774  HISTORY     - Date     Condition        Report By
 AQ2774  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2774
 AQ2774                          STATION DESCRIPTION
 AQ2774
 AQ2774'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2774'THE STATION IS LOCATED APPROXIMATELY 8.05 KM (5.00 MI) E OF THE
 AQ2774'INTERSECTION OF SR-40 AND SR-11, ON THR S SIDE OF THE HIGHWAY.
 AQ2774'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND SR-11, PROCEED
 AQ2774'NE ON SR-40 FOR 8.05 KM (5.00 MI) TO THE STATION ON THE RIGHT.
 AQ2774'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2774'7.41 M (24.3 FT) N OF A METAL WITNESS POST, 14.48 M (47.5 FT) NE OF A
 AQ2774'12 IN PINE TREE, 30.94 M (101.5 FT) S OF THE CENTERLINE OF SR-40 AND
 AQ2774'30.78 M (101.0 FT) SW OF  AN 8 IN PINE TREE.
 AQ2774'DESCRIBED BY MAX CHERBONNEAUX
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2771 ***********************************************************************
 AQ2771  DESIGNATION -  79 90 GPS 4
 AQ2771  PID         -  AQ2771
 AQ2771  STATE/COUNTY-  FL/VOLUSIA
 AQ2771  USGS QUAD   -  FAVORETTA (1993)
 AQ2771
 AQ2771                         *CURRENT SURVEY CONTROL
 AQ2771  ___________________________________________________________________
 AQ2771* NAD 83(1999)-  29 15 20.32254(N)    081 09 44.04435(W)     ADJUSTED  
 AQ2771* NAVD 88     -         7.7    (meters)      25.     (feet)  GPS OBS   
 AQ2771  ___________________________________________________________________
 AQ2771  X           -     855,609.694 (meters)                     COMP
 AQ2771  Y           -  -5,502,908.512 (meters)                     COMP
 AQ2771  Z           -   3,098,642.855 (meters)                     COMP
 AQ2771  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AQ2771  ELLIP HEIGHT-         -20.69  (meters)          (09/30/02) GPS OBS
 AQ2771  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AQ2771
 AQ2771  HORZ ORDER  -  SECOND
 AQ2771  ELLP ORDER  -  FOURTH    CLASS II
 AQ2771
 AQ2771.The horizontal coordinates were established by GPS observations
 AQ2771.and adjusted by the National Geodetic Survey in September 2002..
 AQ2771
 AQ2771.The orthometric height was determined by GPS observations and a
 AQ2771.high-resolution geoid model.
 AQ2771
 AQ2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2771
 AQ2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2771
 AQ2771.The ellipsoidal height was determined by GPS observations
 AQ2771.and is referenced to NAD 83.
 AQ2771
 AQ2771.The geoid height was determined by GEOID03.
 AQ2771
 AQ2771;                    North         East     Units Scale Factor Converg.
 AQ2771;SPC FL E     -   545,374.452   184,232.013   MT  0.99994424   -0 04 45.4
 AQ2771;SPC FL E     - 1,789,282.68    604,434.53   sFT  0.99994424   -0 04 45.4
 AQ2771;UTM  17      - 3,236,320.354   484,237.393   MT  0.99960307   -0 04 45.4
 AQ2771
 AQ2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2771!SPC FL E     -   1.00000325  x   0.99994424  =   0.99994749
 AQ2771!UTM  17      -   1.00000325  x   0.99960307  =   0.99960632
 AQ2771
 AQ2771                          SUPERSEDED SURVEY CONTROL
 AQ2771
 AQ2771  NAD 83(1990)-  29 15 20.32164(N)    081 09 44.04434(W) AD(       ) 2
 AQ2771  ELLIP H (03/04/92)  -20.68   (m)                       GP(       ) 4 2
 AQ2771
 AQ2771.Superseded values are not recommended for survey control.
 AQ2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2771.See file dsdata.txt to determine how the superseded data were derived.
 AQ2771
 AQ2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8423736320(NAD 83)
 AQ2771_MARKER: DE = TRAVERSE STATION DISK
 AQ2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2771_SP_SET: CONCRETE POST
 AQ2771_STAMPING: 79 90 GPS 4
 AQ2771_MARK LOGO: FLDT  
 AQ2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2771+STABILITY: SURFACE MOTION
 AQ2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2771+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1999
 AQ2771
 AQ2771  HISTORY     - Date     Condition        Report By
 AQ2771  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2771  HISTORY     - 19990129 MARK NOT FOUND   FLDEP
 AQ2771
 AQ2771                          STATION DESCRIPTION
 AQ2771
 AQ2771'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2771'THE STATION IS LOCATED APPROXIMATELY 7.73 KM (4.80 MI) W OF THE
 AQ2771'INTERSECTION OF SR-40 AND I-95 IN ORMOND BEACH,FL, ON THE S SIDE OF
 AQ2771'SR-40, IN THE VICINITY OF OLD TOMOKA ROAD.
 AQ2771'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND I-95, PROCEED
 AQ2771'W ON SR-40 FOR 6.44 KM (4.00 MI) TO THE DRIVEWAY ENTRANCE TO THE
 AQ2771'TOMOKA YACHT CLUB ON THE RIGHT, CONTINUE PAST DRIVEWAY FOR 1.29 KM
 AQ2771'(0.80 MI) AND STATION ON THE LEFT.
 AQ2771'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2771'4.82 M (15.8 FT) N OF A METAL WITNESS POST, 35.36 M (116.0 FT) S OF
 AQ2771'THE CENTERLINE OF SR-40 AND 25.29 M (83.0 FT) NW OF  AN 8 IN PINE
 AQ2771'TREE.
 AQ2771'DESCRIBED BY MAX CHERBONNEAUX
 AQ2771
 AQ2771                          STATION RECOVERY (1999)
 AQ2771
 AQ2771'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2773 ***********************************************************************
 AQ2773  DESIGNATION -  79 90 GPS 5
 AQ2773  PID         -  AQ2773
 AQ2773  STATE/COUNTY-  FL/VOLUSIA
 AQ2773  USGS QUAD   -  ORMOND BEACH (1993)
 AQ2773
 AQ2773                         *CURRENT SURVEY CONTROL
 AQ2773  ___________________________________________________________________
 AQ2773* NAD 83(1999)-  29 16 32.19578(N)    081 05 31.31562(W)     ADJUSTED  
 AQ2773* NAVD 88     -         5.310  (meters)      17.42   (feet)  ADJUSTED  
 AQ2773  ___________________________________________________________________
 AQ2773  X           -     862,183.726 (meters)                     COMP
 AQ2773  Y           -  -5,500,785.230 (meters)                     COMP
 AQ2773  Z           -   3,100,572.131 (meters)                     COMP
 AQ2773  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AQ2773  ELLIP HEIGHT-         -23.08  (meters)          (09/30/02) GPS OBS
 AQ2773  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AQ2773  DYNAMIC HT  -           5.303 (meters)      17.40  (feet)  COMP
 AQ2773  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 AQ2773
 AQ2773  HORZ ORDER  -  SECOND
 AQ2773  VERT ORDER  -  SECOND    CLASS I
 AQ2773  ELLP ORDER  -  FOURTH    CLASS II
 AQ2773
 AQ2773.The horizontal coordinates were established by GPS observations
 AQ2773.and adjusted by the National Geodetic Survey in September 2002..
 AQ2773
 AQ2773.The orthometric height was determined by differential leveling
 AQ2773.and adjusted by the National Geodetic Survey in May 2004..
 AQ2773
 AQ2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2773
 AQ2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2773
 AQ2773.The ellipsoidal height was determined by GPS observations
 AQ2773.and is referenced to NAD 83.
 AQ2773
 AQ2773.The geoid height was determined by GEOID03.
 AQ2773
 AQ2773.The dynamic height is computed by dividing the NAVD 88
 AQ2773.geopotential number by the normal gravity value computed on the
 AQ2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2773.degrees latitude (g = 980.6199 gals.).
 AQ2773
 AQ2773.The modeled gravity was interpolated from observed gravity values.
 AQ2773
 AQ2773;                    North         East     Units Scale Factor Converg.
 AQ2773;SPC FL E     -   547,579.825   191,056.907   MT  0.99994216   -0 02 42.0
 AQ2773;SPC FL E     - 1,796,518.14    626,825.87   sFT  0.99994216   -0 02 42.0
 AQ2773;UTM  17      - 3,238,524.974   491,059.958   MT  0.99960099   -0 02 42.0
 AQ2773
 AQ2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2773!SPC FL E     -   1.00000362  x   0.99994216  =   0.99994578
 AQ2773!UTM  17      -   1.00000362  x   0.99960099  =   0.99960461
 AQ2773
 AQ2773                          SUPERSEDED SURVEY CONTROL
 AQ2773
 AQ2773  NAD 83(1990)-  29 16 32.19518(N)    081 05 31.31579(W) AD(       ) 2
 AQ2773  ELLIP H (03/04/92)  -23.06   (m)                       GP(       ) 4 2
 AQ2773
 AQ2773.Superseded values are not recommended for survey control.
 AQ2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2773.See file dsdata.txt to determine how the superseded data were derived.
 AQ2773
 AQ2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9106038525(NAD 83)
 AQ2773_MARKER: DE = TRAVERSE STATION DISK
 AQ2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2773_SP_SET: CONCRETE POST
 AQ2773_STAMPING: 79 90 GPS 5
 AQ2773_MARK LOGO: FLDT  
 AQ2773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2773+STABILITY: SURFACE MOTION
 AQ2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2773+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1999
 AQ2773
 AQ2773  HISTORY     - Date     Condition        Report By
 AQ2773  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2773  HISTORY     - 19990215 GOOD             FLDEP
 AQ2773
 AQ2773                          STATION DESCRIPTION
 AQ2773
 AQ2773'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2773'THE STATION IS LOCATED IN THE CITY OF ORMAND BEACH, FL APPROXIMATELY
 AQ2773'.16 KM (0.10 MI) E OF THE INTERSECTION OF SR-40 AND OLD TOMOKA ROAD
 AQ2773'AND ALSO ABOUT 3.22 KM (2.00 MI) E  OF THE INTERSECTION OF SR-40 AND
 AQ2773'I-95. STATION IS NW AND ACROSS THE ROAD FROM THE TOMOKA ELEMENTARY
 AQ2773'SCHOOL ON THE N SHOULDER OF OLD TOMOKA ROAD WHICH PARALLELS SR-40 TO
 AQ2773'THE S
 AQ2773'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND OLD TOMOKA
 AQ2773'ROAD, PROCEED SE FROM THE INTERSECTION ALONG OLD TOMOKA ROAD FOR .23
 AQ2773'KM (0.15 MI) AND THE STATION ON THE LEFT.
 AQ2773'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2773'.76 M (2.5 FT) NNW OF THE N EDGE OF PAVEMENT, 22.7 M (74.5 FT) SW OF A
 AQ2773'POWER POLE WITH A WITNESS SIGN, 11.03 M (36.2 FT)  NW OF THE
 AQ2773'CENTERLINE OF OLD TOMOKA ROAD, 50.9 M (167.0 FT) SE OF THE CENTERLINE
 AQ2773'OF SR-40 (GRANADA BLVD) AND 23.47 M (77.0 FT) W OF A FIRE HYDRANT.
 AQ2773'DESCRIBED BY MAX CHERBONNEAUX
 AQ2773
 AQ2773                          STATION RECOVERY (1999)
 AQ2773
 AQ2773'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2773'THE MARK IS ABOUT 22.0 MI (35.4 KM) NORTHEAST OF BARBERVILLE, 1.0 MI
 AQ2773'(1.6 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 IN SECTION 20,
 AQ2773'TOWNSHIP 14 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM THE
 AQ2773'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 (GRANADA
 AQ2773'BOULEVARD) ON THE WEST SIDE OF ORMOND BEACH, GO EASTERLY ON STATE ROAD
 AQ2773'40 FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF OLD TOMOKA ROAD ON THE
 AQ2773'RIGHT, TURN RIGHT ON OLD TOMOKA ROAD AND GO SOUTH THEN EAST FOR 0.1 MI
 AQ2773'(0.2 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AQ2773'MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND
 AQ2773'OLD TOMOKA ROAD. LOCATED 122.0 FT (37.2 M) SOUTHEAST OF THE CENTERLINE
 AQ2773'OF THE EASTBOUND LANES OF STATE ROAD 40, 77.0 FT (23.5 M) WEST OF A
 AQ2773'FIRE HYDRANT, 34.0 FT (10.4 M) NORTHWEST OF THE CENTERLINE OF OLD
 AQ2773'TOMOKA ROAD AND 1.5 FT (0.5 M) SOUTHEAST OF A DOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2772 ***********************************************************************
 AQ2772  DESIGNATION -  79 90 GPS 6
 AQ2772  PID         -  AQ2772
 AQ2772  STATE/COUNTY-  FL/VOLUSIA
 AQ2772  USGS QUAD   -  ORMOND BEACH (1993)
 AQ2772
 AQ2772                         *CURRENT SURVEY CONTROL
 AQ2772  ___________________________________________________________________
 AQ2772* NAD 83(1999)-  29 17 19.55821(N)    081 02 56.57614(W)     ADJUSTED  
 AQ2772* NAVD 88     -         0.9    (meters)       3.     (feet)  GPS OBS   
 AQ2772  ___________________________________________________________________
 AQ2772  X           -     866,198.583 (meters)                     COMP
 AQ2772  Y           -  -5,499,428.468 (meters)                     COMP
 AQ2772  Z           -   3,101,841.850 (meters)                     COMP
 AQ2772  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AQ2772  ELLIP HEIGHT-         -27.55  (meters)          (09/30/02) GPS OBS
 AQ2772  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ2772
 AQ2772  HORZ ORDER  -  SECOND
 AQ2772  ELLP ORDER  -  FOURTH    CLASS II
 AQ2772
 AQ2772.The horizontal coordinates were established by GPS observations
 AQ2772.and adjusted by the National Geodetic Survey in September 2002..
 AQ2772
 AQ2772.The orthometric height was determined by GPS observations and a
 AQ2772.high-resolution geoid model.
 AQ2772
 AQ2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2772
 AQ2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2772
 AQ2772.The ellipsoidal height was determined by GPS observations
 AQ2772.and is referenced to NAD 83.
 AQ2772
 AQ2772.The geoid height was determined by GEOID03.
 AQ2772
 AQ2772;                    North         East     Units Scale Factor Converg.
 AQ2772;SPC FL E     -   549,035.467   195,234.350   MT  0.99994146   -0 01 26.4
 AQ2772;SPC FL E     - 1,801,293.86    640,531.36   sFT  0.99994146   -0 01 26.4
 AQ2772;UTM  17      - 3,239,980.120   495,235.976   MT  0.99960028   -0 01 26.4
 AQ2772
 AQ2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2772!SPC FL E     -   1.00000433  x   0.99994146  =   0.99994579
 AQ2772!UTM  17      -   1.00000433  x   0.99960028  =   0.99960461
 AQ2772
 AQ2772                          SUPERSEDED SURVEY CONTROL
 AQ2772
 AQ2772  NAD 83(1990)-  29 17 19.55785(N)    081 02 56.57674(W) AD(       ) 2
 AQ2772  ELLIP H (03/04/92)  -27.53   (m)                       GP(       ) 4 2
 AQ2772
 AQ2772.Superseded values are not recommended for survey control.
 AQ2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2772.See file dsdata.txt to determine how the superseded data were derived.
 AQ2772
 AQ2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9523639980(NAD 83)
 AQ2772_MARKER: DE = TRAVERSE STATION DISK
 AQ2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2772_SP_SET: CONCRETE POST
 AQ2772_STAMPING: 79 90 GPS 6
 AQ2772_MARK LOGO: FLDT  
 AQ2772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2772+STABILITY: SURFACE MOTION
 AQ2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2772+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AQ2772
 AQ2772  HISTORY     - Date     Condition        Report By
 AQ2772  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2772
 AQ2772                          STATION DESCRIPTION
 AQ2772
 AQ2772'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2772'THE STATION IS LOCATED IN THE CITY OF ORMAND BEACH, FL, AT THE EAST
 AQ2772'END OF THE SR-40 BRIDGE OVER THE HALIFAX RIVER ON THE NORTH SIDE OF
 AQ2772'SR-40 APPROXIMATELY 1.61 KM (1.00 MI) E OF US-1 AND ABOUT 1.61 KM
 AQ2772'(1.00 MI) W OF A1A AND THE ATLANTIC OCEAN.
 AQ2772'THE STATION PROJECTS 2 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2772'.73 M (2.4 FT) ENE OF A WITNESS SIGN ON A METAL GUARD RAIL, 8.53 M
 AQ2772'(28.0 FT) SW OF THE E END OF A CONCRETE SEAWALL, .91 M (3.0 FT) SSE OF
 AQ2772'S EDGE OF CONCRETE SEAWALL AND 1.52 M (5.0 FT) ENE OF EDGE OF RIP RAP.
 AQ2772'DESCRIBED BY MAX CHERBONNEAUX
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2782 ***********************************************************************
 AQ2782  DESIGNATION -  79 91 GPS1
 AQ2782  PID         -  AQ2782
 AQ2782  STATE/COUNTY-  FL/VOLUSIA
 AQ2782  USGS QUAD   -  DE LAND (1993)
 AQ2782
 AQ2782                         *CURRENT SURVEY CONTROL
 AQ2782  ___________________________________________________________________
 AQ2782* NAD 83(1999)-  29 01 39.95461(N)    081 19 27.58051(W)     ADJUSTED  
 AQ2782* NAVD 88     -        24.099  (meters)      79.06   (feet)  ADJUSTED  
 AQ2782  ___________________________________________________________________
 AQ2782  X           -     841,895.736 (meters)                     COMP
 AQ2782  Y           -  -5,517,480.583 (meters)                     COMP
 AQ2782  Z           -   3,076,590.469 (meters)                     COMP
 AQ2782  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AQ2782  ELLIP HEIGHT-          -3.93  (meters)          (07/06/01) GPS OBS
 AQ2782  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AQ2782  DYNAMIC HT  -          24.065 (meters)      78.95  (feet)  COMP
 AQ2782  MODELED GRAV-     979,250.8   (mgal)                       NAVD 88
 AQ2782
 AQ2782  HORZ ORDER  -  FIRST
 AQ2782  VERT ORDER  -  SECOND    CLASS I
 AQ2782  ELLP ORDER  -  FOURTH    CLASS II
 AQ2782
 AQ2782.The horizontal coordinates were established by GPS observations
 AQ2782.and adjusted by the National Geodetic Survey in July 2001..
 AQ2782
 AQ2782.The orthometric height was determined by differential leveling
 AQ2782.and adjusted by the National Geodetic Survey in April 2001..
 AQ2782
 AQ2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2782
 AQ2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2782
 AQ2782.The ellipsoidal height was determined by GPS observations
 AQ2782.and is referenced to NAD 83.
 AQ2782
 AQ2782.The geoid height was determined by GEOID03.
 AQ2782
 AQ2782.The dynamic height is computed by dividing the NAVD 88
 AQ2782.geopotential number by the normal gravity value computed on the
 AQ2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2782.degrees latitude (g = 980.6199 gals.).
 AQ2782
 AQ2782.The modeled gravity was interpolated from observed gravity values.
 AQ2782
 AQ2782;                    North         East     Units Scale Factor Converg.
 AQ2782;SPC FL E     -   520,150.630   168,408.059   MT  0.99995349   -0 09 26.6
 AQ2782;SPC FL E     - 1,706,527.53    552,518.77   sFT  0.99995349   -0 09 26.6
 AQ2782;UTM  17      - 3,211,105.138   468,418.838   MT  0.99961231   -0 09 26.6
 AQ2782
 AQ2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2782!SPC FL E     -   1.00000062  x   0.99995349  =   0.99995411
 AQ2782!UTM  17      -   1.00000062  x   0.99961231  =   0.99961293
 AQ2782
 AQ2782:                Primary Azimuth Mark                     Grid Az
 AQ2782:SPC FL E     -  79 91 GPS2                               177 10 42.2
 AQ2782:UTM  17      -  79 91 GPS2                               177 10 42.2
 AQ2782
 AQ2782|---------------------------------------------------------------------|
 AQ2782| PID    Reference Object                     Distance      Geod. Az  |
 AQ2782|                                                           dddmmss.s |
 AQ2782| AQ2783 79 91 GPS2                          APPROX. 0.9 KM 1770115.6 |
 AQ2782|---------------------------------------------------------------------|
 AQ2782
 AQ2782                          SUPERSEDED SURVEY CONTROL
 AQ2782
 AQ2782  NAD 83(1990)-  29 01 39.95376(N)    081 19 27.57984(W) AD(       ) 1
 AQ2782  ELLIP H (09/25/92)   -3.86   (m)                       GP(       ) 4 1
 AQ2782  NGVD 29 (09/25/92)   24.5    (m)           80.     (f) GPS OBS        
 AQ2782
 AQ2782.Superseded values are not recommended for survey control.
 AQ2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2782.See file dsdata.txt to determine how the superseded data were derived.
 AQ2782
 AQ2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6841911105(NAD 83)
 AQ2782_MARKER: DE = TRAVERSE STATION DISK
 AQ2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2782_SP_SET: CONCRETE POST
 AQ2782_STAMPING: 79 91 GPS1
 AQ2782_MARK LOGO: FLDT  
 AQ2782_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2782+STABILITY: SURFACE MOTION
 AQ2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2782+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AQ2782
 AQ2782  HISTORY     - Date     Condition        Report By
 AQ2782  HISTORY     - 1991     MONUMENTED       FLDT
 AQ2782  HISTORY     - 19971215 GOOD             FLDEP
 AQ2782  HISTORY     - 20050615 GOOD             GEOCAC
 AQ2782
 AQ2782                          STATION DESCRIPTION
 AQ2782
 AQ2782'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AQ2782'THE STATION IS LOCATED IN DELAND,FLORIDA, ALONG STATE ROAD 44.
 AQ2782'THE STATION IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF STATE
 AQ2782'ROAD 15A AND STATE ROAD 44 IN FRONT OF A CUMBERLAND FARMS CONVENIENCE
 AQ2782'STORE.
 AQ2782'THE STATION IS FLUSH WITH THE GROUND. LOCATED 29.63 M (97.2 FT)
 AQ2782'NORTHEASTERLY OF THE NORTHEAST CORNER OF A 1 STORY MASONRY BUILDING
 AQ2782'(CUMBERLAND FARMS STORE), 16.76 M (55.0 FT) SOUTHERLY OF THE
 AQ2782'CENTERLINE OF PAVEMENT OF STATE ROAD 44, 11.43 M (37.5 FT) WESTERLY
 AQ2782'OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 15A, AND 0.70 M (2.3 FT)
 AQ2782'WESTERLY OF A CONCRETE SIDEWALK.
 AQ2782
 AQ2782                          STATION RECOVERY (1997)
 AQ2782
 AQ2782'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AQ2782'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE MARK CAN ALSO BE
 AQ2782'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 15A
 AQ2782'IN DELAND, GO NORTHWEST ON STATE ROAD 15A FOR 2.75 MI (4.43 KM) TO THE
 AQ2782'INTERSECTION OF STATE ROAD 44 AND THE MARK ON THE LEFT, IN FRONT OF A
 AQ2782'CUMBERLAND FARMS CONVENIENCE STORE.
 AQ2782
 AQ2782                          STATION RECOVERY (2005)
 AQ2782
 AQ2782'RECOVERY NOTE BY GEOCACHING 2005 (TWM)
 AQ2782'IN DESCRIPTION, CUMBERLAND FARMS IS NOW A HESS FOOD MART.  WITH AN
 AQ2782'ESTIMATED POSITIONAL ERROR OF 12.3 FEET, THE MARK WAS RECORDED AT
 AQ2782'N29 01.669 W81 19.458
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2783 ***********************************************************************
 AQ2783  DESIGNATION -  79 91 GPS2
 AQ2783  PID         -  AQ2783
 AQ2783  STATE/COUNTY-  FL/VOLUSIA
 AQ2783  USGS QUAD   -  DE LAND (1993)
 AQ2783
 AQ2783                         *CURRENT SURVEY CONTROL
 AQ2783  ___________________________________________________________________
 AQ2783* NAD 83(1999)-  29 01 11.96998(N)    081 19 25.92362(W)     ADJUSTED  
 AQ2783* NAVD 88     -        24.456  (meters)      80.24   (feet)  ADJUSTED  
 AQ2783  ___________________________________________________________________
 AQ2783  X           -     842,003.162 (meters)                     COMP
 AQ2783  Y           -  -5,517,887.366 (meters)                     COMP
 AQ2783  Z           -   3,075,837.259 (meters)                     COMP
 AQ2783  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AQ2783  ELLIP HEIGHT-          -3.57  (meters)          (07/06/01) GPS OBS
 AQ2783  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AQ2783  DYNAMIC HT  -          24.422 (meters)      80.12  (feet)  COMP
 AQ2783  MODELED GRAV-     979,250.7   (mgal)                       NAVD 88
 AQ2783
 AQ2783  HORZ ORDER  -  FIRST
 AQ2783  VERT ORDER  -  SECOND    CLASS I
 AQ2783  ELLP ORDER  -  FOURTH    CLASS II
 AQ2783
 AQ2783.The horizontal coordinates were established by GPS observations
 AQ2783.and adjusted by the National Geodetic Survey in July 2001..
 AQ2783
 AQ2783.The orthometric height was determined by differential leveling
 AQ2783.and adjusted by the National Geodetic Survey in April 2001..
 AQ2783
 AQ2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2783
 AQ2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2783
 AQ2783.The ellipsoidal height was determined by GPS observations
 AQ2783.and is referenced to NAD 83.
 AQ2783
 AQ2783.The geoid height was determined by GEOID03.
 AQ2783
 AQ2783.The dynamic height is computed by dividing the NAVD 88
 AQ2783.geopotential number by the normal gravity value computed on the
 AQ2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2783.degrees latitude (g = 980.6199 gals.).
 AQ2783
 AQ2783.The modeled gravity was interpolated from observed gravity values.
 AQ2783
 AQ2783;                    North         East     Units Scale Factor Converg.
 AQ2783;SPC FL E     -   519,288.964   168,450.528   MT  0.99995345   -0 09 25.6
 AQ2783;SPC FL E     - 1,703,700.54    552,658.11   sFT  0.99995345   -0 09 25.6
 AQ2783;UTM  17      - 3,210,243.766   468,461.293   MT  0.99961227   -0 09 25.6
 AQ2783
 AQ2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2783!SPC FL E     -   1.00000056  x   0.99995345  =   0.99995401
 AQ2783!UTM  17      -   1.00000056  x   0.99961227  =   0.99961283
 AQ2783
 AQ2783:                Primary Azimuth Mark                     Grid Az
 AQ2783:SPC FL E     -  79 91 GPS1                               357 10 42.0
 AQ2783:UTM  17      -  79 91 GPS1                               357 10 42.0
 AQ2783
 AQ2783|---------------------------------------------------------------------|
 AQ2783| PID    Reference Object                     Distance      Geod. Az  |
 AQ2783|                                                           dddmmss.s |
 AQ2783| AQ2782 79 91 GPS1                          APPROX. 0.9 KM 3570116.4 |
 AQ2783|---------------------------------------------------------------------|
 AQ2783
 AQ2783                          SUPERSEDED SURVEY CONTROL
 AQ2783
 AQ2783  NAD 83(1990)-  29 01 11.96913(N)    081 19 25.92295(W) AD(       ) 1
 AQ2783  ELLIP H (09/25/92)   -3.50   (m)                       GP(       ) 4 1
 AQ2783  NGVD 29 (09/25/92)   24.8    (m)           81.     (f) GPS OBS        
 AQ2783
 AQ2783.Superseded values are not recommended for survey control.
 AQ2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2783.See file dsdata.txt to determine how the superseded data were derived.
 AQ2783
 AQ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6846110244(NAD 83)
 AQ2783_MARKER: DE = TRAVERSE STATION DISK
 AQ2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2783_SP_SET: CONCRETE POST
 AQ2783_STAMPING: 79 91 GPS2
 AQ2783_MARK LOGO: FLDT  
 AQ2783_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2783+STABILITY: SURFACE MOTION
 AQ2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2783+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1997
 AQ2783
 AQ2783  HISTORY     - Date     Condition        Report By
 AQ2783  HISTORY     - 1991     MONUMENTED       FLDT
 AQ2783  HISTORY     - 19971215 GOOD             FLDEP
 AQ2783
 AQ2783                          STATION DESCRIPTION
 AQ2783
 AQ2783'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AQ2783'THE STATION IS LOCATED IN DELAND,FLORIDA, ALONG STATE ROAD 44.
 AQ2783'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AQ2783'STATEROAD 44 GO SOUTH 0.84 KM (0.50 MI) TO THE STATION ON THE LEFT IN
 AQ2783'FRONTOF SUPER DISCOUNT SUPPLY.
 AQ2783'THE STATION IS FLUSH WITH THE GROUND. LOCATED 17.43 M (57.2 FT)
 AQ2783'NORTHWESTERLY OF THE SOUTHWEST CORNER OF A 1 STORY MASONRY BUILDING
 AQ2783'(SUPER DISCOUNT SUPPLY), 14.72 M (48.3 FT) NORTHERLY OF THE SIGN BASE
 AQ2783'FOR DISCOUNT SUPPLY, 10.36 M (34.0 FT) EASTERLY OF THE CENTERLINE OF
 AQ2783'PAVEMENT FOR STATE ROAD 15A, AND 0.37 M (1.2 FT) WESTERLY OF A
 AQ2783'CONCRETE SIDEWALK.
 AQ2783
 AQ2783                          STATION RECOVERY (1997)
 AQ2783
 AQ2783'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AQ2783'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE MARK CAN ALSO BE
 AQ2783'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 15A
 AQ2783'IN DELAND, GO NORTHWEST ON STATE ROAD 15A FOR 2.2 MI (3.5 KM) TO THE
 AQ2783'MARK ON THE RIGHT, IN FRONT OF A SUPER DISCOUNT SUPPLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0433 ***********************************************************************
 BE0433  DESIGNATION -  79 JWM USGS
 BE0433  PID         -  BE0433
 BE0433  STATE/COUNTY-  FL/JACKSON
 BE0433  USGS QUAD   -  SNEADS (1994)
 BE0433
 BE0433                         *CURRENT SURVEY CONTROL
 BE0433  ___________________________________________________________________
 BE0433* NAD 83(1986)-  30 42 27.     (N)    084 55 29.     (W)     SCALED    
 BE0433* NAVD 88     -        35.178  (meters)     115.41   (feet)  ADJUSTED  
 BE0433  ___________________________________________________________________
 BE0433  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BE0433  DYNAMIC HT  -          35.132 (meters)     115.26  (feet)  COMP
 BE0433  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BE0433
 BE0433  VERT ORDER  -  FIRST     CLASS II
 BE0433
 BE0433.The horizontal coordinates were scaled from a topographic map and have
 BE0433.an estimated accuracy of +/- 6 seconds.
 BE0433
 BE0433.The orthometric height was determined by differential leveling
 BE0433.and adjusted by the National Geodetic Survey in June 1991..
 BE0433
 BE0433.The geoid height was determined by GEOID03.
 BE0433
 BE0433.The dynamic height is computed by dividing the NAVD 88
 BE0433.geopotential number by the normal gravity value computed on the
 BE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0433.degrees latitude (g = 980.6199 gals.).
 BE0433
 BE0433.The modeled gravity was interpolated from observed gravity values.
 BE0433
 BE0433;                    North         East    Units  Estimated Accuracy
 BE0433;SPC FL N     -   189,350.      559,310.      MT  (+/- 180 meters Scaled)
 BE0433
 BE0433                          SUPERSEDED SURVEY CONTROL
 BE0433
 BE0433  NGVD 29 (??/??/92)   35.330  (m)          115.91   (f) ADJ UNCH    1 2
 BE0433
 BE0433.Superseded values are not recommended for survey control.
 BE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0433.See file dsdata.txt to determine how the superseded data were derived.
 BE0433
 BE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU987990(NAD 83)
 BE0433_MARKER: DD = SURVEY DISK
 BE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0433_STAMPING: 79 JWM 1951 116
 BE0433_PROJECTION: PROJECTING 7 CENTIMETERS
 BE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0433+STABILITY: SURFACE MOTION
 BE0433
 BE0433  HISTORY     - Date     Condition        Report By
 BE0433  HISTORY     - 1951     MONUMENTED       USGS
 BE0433  HISTORY     - 1953     GOOD             NGS
 BE0433  HISTORY     - 1954     GOOD             NGS
 BE0433  HISTORY     - 1981     MARK NOT FOUND   NGS
 BE0433
 BE0433                          STATION DESCRIPTION
 BE0433
 BE0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BE0433'AT SNEADS.
 BE0433'AT SNEADS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 26 FEET
 BE0433'NORTH OF NORTH RAIL, 50 FEET WEST OF NORTHWEST CORNER OF THE
 BE0433'STATION, 167 FEET WEST OF CENTER OF CROSSING OF A NORTH-SOUTH
 BE0433'STREET, 45 FEET SOUTH OF SOUTHEAST CORNER OF 2-STORY CONCRETE
 BE0433'BLOCK BUILDING (JAIL DOWNSTAIRS AND LIVING QUARTERS UPSTAIRS),
 BE0433'3 FEET SOUTH OF A TELEPHONE POLE, ABOUT 1/2 FOOT ABOVE TOP OF
 BE0433'RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0433
 BE0433                          STATION RECOVERY (1954)
 BE0433
 BE0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BE0433'RECOVERED IN GOOD CONDITION.
 BE0433
 BE0433                          STATION RECOVERY (1981)
 BE0433
 BE0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0433'SEARCHED FOR AND NOT RECOVERED, FILL AND ROCK NOW AT THE LOCATION
 BE0433'METAL DETECTOR WAS USED IN THE SEARCH FOR THIS MARK WITH NO RESULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6226 ***********************************************************************
 DG6226  DESIGNATION -  793
 DG6226  PID         -  DG6226
 DG6226  STATE/COUNTY-  FL/OSCEOLA
 DG6226  USGS QUAD   -  NARCOOSSEE (1970)
 DG6226
 DG6226                         *CURRENT SURVEY CONTROL
 DG6226  ___________________________________________________________________
 DG6226* NAD 83(1986)-  28 15 30.     (N)    081 11 20.     (W)     SCALED    
 DG6226* NAVD 88     -        21.640  (meters)      71.00   (feet)  ADJUSTED  
 DG6226  ___________________________________________________________________
 DG6226  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DG6226  DYNAMIC HT  -          21.608 (meters)      70.89  (feet)  COMP
 DG6226  MODELED GRAV-     979,162.0   (mgal)                       NAVD 88
 DG6226
 DG6226  VERT ORDER  -  SECOND    CLASS I
 DG6226
 DG6226.The horizontal coordinates were scaled from a topographic map and have
 DG6226.an estimated accuracy of +/- 6 seconds.
 DG6226
 DG6226.The orthometric height was determined by differential leveling
 DG6226.and adjusted by the National Geodetic Survey in September 2004..
 DG6226.No vertical observational check was made to the station.
 DG6226
 DG6226.The geoid height was determined by GEOID03.
 DG6226
 DG6226.The dynamic height is computed by dividing the NAVD 88
 DG6226.geopotential number by the normal gravity value computed on the
 DG6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6226.degrees latitude (g = 980.6199 gals.).
 DG6226
 DG6226.The modeled gravity was interpolated from observed gravity values.
 DG6226
 DG6226;                    North         East    Units  Estimated Accuracy
 DG6226;SPC FL E     -   434,850.      181,470.      MT  (+/- 180 meters Scaled)
 DG6226
 DG6226                          SUPERSEDED SURVEY CONTROL
 DG6226
 DG6226.No superseded survey control is available for this station.
 DG6226
 DG6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM814258(NAD 83)
 DG6226_MARKER: DD = SURVEY DISK
 DG6226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6226_SP_SET: HEADWALL
 DG6226_STAMPING: 793
 DG6226_MARK LOGO: SFLWMD
 DG6226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6226+STABILITY: SURFACE MOTION
 DG6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6226+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002
 DG6226
 DG6226  HISTORY     - Date     Condition        Report By
 DG6226  HISTORY     - UNK      MONUMENTED       SFLWMD
 DG6226  HISTORY     - 20021204 GOOD             FLDEP
 DG6226
 DG6226                          STATION DESCRIPTION
 DG6226
 DG6226'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG6226'THE MARK IS ABOUT 10.5 MI NORTHWEST OF HOLOPAW, 0.5 MI WEST OF PINE
 DG6226'GROVE, IN SECTION 2,  TOWNSHIP 26 SOUTH, RANGE 31 EAST.
 DG6226' 
 DG6226'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6226'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6226'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6226'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 DG6226'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 2.55 MI TO THE
 DG6226'JUNCTION OF  PINE GROVE ROAD ON THE LEFT, TURN LEFT ON PINE GROVE ROAD
 DG6226'AND GO NORTHEAST FOR 1.3 MI  TO THE JUNCTION OF BASS HIGHWAY ON THE
 DG6226'RIGHT, TURN RIGHT ON BASS HIGHWAY AND GO EAST  FOR 0.35 MI TO CANAL
 DG6226'C-32F AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DG6226'SOUTHWEST END OF THE HEADWALL UNDER BASS HIGHWAY 0.4 FT BELOW THE
 DG6226'LEVEL OF BASS  HIGHWAY.
 DG6226' 
 DG6226'LOCATED 24.0 FT WEST OF THE APPROXIMATE CENTERLINE OF THE CANAL, 23.5
 DG6226'FT SOUTH OF THE  CENTERLINE OF BASS HIGHWAY, 0.7 FT SOUTH OF A METAL
 DG6226'GUARD RAIL AND 0.3 FT EAST OF THE  SOUTHWEST CORNER OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8272 ***********************************************************************
 AD8272  DESIGNATION -  799 M
 AD8272  PID         -  AD8272
 AD8272  STATE/COUNTY-  FL/PALM BEACH
 AD8272  USGS QUAD   -  BELLE GLADE (1984)
 AD8272
 AD8272                         *CURRENT SURVEY CONTROL
 AD8272  ___________________________________________________________________
 AD8272* NAD 83(1986)-  26 40 59.     (N)    080 42 47.     (W)     SCALED    
 AD8272* NAVD 88     -         7.613  (meters)      24.98   (feet)  ADJUSTED  
 AD8272  ___________________________________________________________________
 AD8272  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AD8272  DYNAMIC HT  -           7.601 (meters)      24.94  (feet)  COMP
 AD8272  MODELED GRAV-     979,105.9   (mgal)                       NAVD 88
 AD8272
 AD8272  VERT ORDER  -  FIRST     CLASS II
 AD8272
 AD8272.The horizontal coordinates were scaled from a topographic map and have
 AD8272.an estimated accuracy of +/- 6 seconds.
 AD8272
 AD8272.The orthometric height was determined by differential leveling
 AD8272.and adjusted by the National Geodetic Survey in September 1992..
 AD8272
 AD8272.The geoid height was determined by GEOID03.
 AD8272
 AD8272.The dynamic height is computed by dividing the NAVD 88
 AD8272.geopotential number by the normal gravity value computed on the
 AD8272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8272.degrees latitude (g = 980.6199 gals.).
 AD8272
 AD8272.The modeled gravity was interpolated from observed gravity values.
 AD8272
 AD8272;                    North         East    Units  Estimated Accuracy
 AD8272;SPC FL E     -   260,320.      228,560.      MT  (+/- 180 meters Scaled)
 AD8272
 AD8272                          SUPERSEDED SURVEY CONTROL
 AD8272
 AD8272  NGVD 29 (09/01/92)    8.044  (m)           26.39   (f) ADJUSTED    1 2
 AD8272
 AD8272.Superseded values are not recommended for survey control.
 AD8272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8272.See file dsdata.txt to determine how the superseded data were derived.
 AD8272
 AD8272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK285513(NAD 83)
 AD8272_MARKER: DH = HORIZONTAL CONTROL DISK
 AD8272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8272_SP_SET: CONCRETE POST
 AD8272_STAMPING: 799 M
 AD8272_MARK LOGO: NGS   
 AD8272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8272+STABILITY: SURFACE MOTION
 AD8272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8272+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 AD8272
 AD8272  HISTORY     - Date     Condition        Report By
 AD8272  HISTORY     - UNK      MONUMENTED       NGS
 AD8272  HISTORY     - 19920401 GOOD             NGS
 AD8272
 AD8272                          STATION DESCRIPTION
 AD8272
 AD8272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8272'2.1 KM (1.30 MI) NORTHERLY ALONG A PAVED ROAD (NORTHWEST 1ST AVENUE)
 AD8272'FROM THE POST OFFICE IN SOUTH BAY, 17.6 M (57.7 FT) SOUTHEAST OF
 AD8272'UTILITY POLE NUMBER 68P15 68 15, 6.0 M (19.7 FT) EAST OF THE
 AD8272'CENTERLINE OF THE ROAD, 2.5 M (8.2 FT) WEST OF A WITNESS POST, 0.3 M
 AD8272'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED
 AD8272'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6745 ***********************************************************************
 DE6745  DESIGNATION -  7997D A008
 DE6745  PID         -  DE6745
 DE6745  STATE/COUNTY-  FL/VOLUSIA
 DE6745  USGS QUAD   -  DAYTONA BEACH NW (1993)
 DE6745
 DE6745                         *CURRENT SURVEY CONTROL
 DE6745  ___________________________________________________________________
 DE6745* NAD 83(1986)-  29 14 27.     (N)    081 13 49.     (W)     SCALED    
 DE6745* NAVD 88     -        10.345  (meters)      33.94   (feet)  ADJUSTED  
 DE6745  ___________________________________________________________________
 DE6745  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DE6745  DYNAMIC HT  -          10.331 (meters)      33.89  (feet)  COMP
 DE6745  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 DE6745
 DE6745  VERT ORDER  -  SECOND    CLASS I
 DE6745
 DE6745.The horizontal coordinates were scaled from a topographic map and have
 DE6745.an estimated accuracy of +/- 6 seconds.
 DE6745
 DE6745.The orthometric height was determined by differential leveling
 DE6745.and adjusted by the National Geodetic Survey in May 2004..
 DE6745
 DE6745.The geoid height was determined by GEOID03.
 DE6745
 DE6745.The dynamic height is computed by dividing the NAVD 88
 DE6745.geopotential number by the normal gravity value computed on the
 DE6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6745.degrees latitude (g = 980.6199 gals.).
 DE6745
 DE6745.The modeled gravity was interpolated from observed gravity values.
 DE6745
 DE6745;                    North         East    Units  Estimated Accuracy
 DE6745;SPC FL E     -   543,740.      177,620.      MT  (+/- 180 meters Scaled)
 DE6745
 DE6745                          SUPERSEDED SURVEY CONTROL
 DE6745
 DE6745.No superseded survey control is available for this station.
 DE6745
 DE6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN776346(NAD 83)
 DE6745_MARKER: DD = SURVEY DISK
 DE6745_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6745_STAMPING: 7997D A008
 DE6745_MARK LOGO: FLDT  
 DE6745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6745+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1999
 DE6745
 DE6745  HISTORY     - Date     Condition        Report By
 DE6745  HISTORY     - UNK      MONUMENTED       FLDT
 DE6745  HISTORY     - 19990128 GOOD             FLDEP
 DE6745  HISTORY     - 20060110 GOOD             USPSQD
 DE6745
 DE6745                          STATION DESCRIPTION
 DE6745
 DE6745'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6745'THE MARK IS ABOUT 12.5 MI (20.1 KM) NORTHEAST OF BARBERVILLE, 10.8 MI
 DE6745'(17.4 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 IN SECTION 36,
 DE6745'TOWNSHIP 14 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6745'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 ON THE WEST
 DE6745'SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40 FOR 7.55 MI (12.15
 DE6745'KM) TO THE WEST END OF THE LITTLE HAW CREEK BRIDGE AND THE MARK ON THE
 DE6745'LEFT, SET IN THE TOP OF A PREFABRICATED 0.4 FT (12.2 CM) X 0.4 FT
 DE6745'(12.2 CM) CONCRETE POST RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF
 DE6745'THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF STATE ROAD 40.
 DE6745'LOCATED 25.3 FT (7.7 M) SOUTH OF THE CENTERLINE OF STATE ROAD 40, 16.9
 DE6745'FT (5.2 M) WEST OF SURVEY MARK 66-A 39.35, 16.3 FT (5.0 M) WEST OF THE
 DE6745'SOUTHWEST BRIDGE GUARDRAIL, 3.0 FT (0.9 M) SOUTH OF THE METAL
 DE6745'GUARDRAIL AND 1.1 FT (0.3 M) NORTH OF A DOT METAL WITNESS POST.
 DE6745
 DE6745                          STATION RECOVERY (2006)
 DE6745
 DE6745'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6745'REMOVE REFERENCE TO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6749 ***********************************************************************
 DE6749  DESIGNATION -  7997D A012
 DE6749  PID         -  DE6749
 DE6749  STATE/COUNTY-  FL/VOLUSIA
 DE6749  USGS QUAD   -  FAVORETTA (1993)
 DE6749
 DE6749                         *CURRENT SURVEY CONTROL
 DE6749  ___________________________________________________________________
 DE6749* NAD 83(1986)-  29 15 12.     (N)    081 12 23.     (W)     SCALED    
 DE6749* NAVD 88     -        11.140  (meters)      36.55   (feet)  ADJUSTED  
 DE6749  ___________________________________________________________________
 DE6749  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DE6749  DYNAMIC HT  -          11.125 (meters)      36.50  (feet)  COMP
 DE6749  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 DE6749
 DE6749  VERT ORDER  -  SECOND    CLASS I
 DE6749
 DE6749.The horizontal coordinates were scaled from a topographic map and have
 DE6749.an estimated accuracy of +/- 6 seconds.
 DE6749
 DE6749.The orthometric height was determined by differential leveling
 DE6749.and adjusted by the National Geodetic Survey in May 2004..
 DE6749
 DE6749.The geoid height was determined by GEOID03.
 DE6749
 DE6749.The dynamic height is computed by dividing the NAVD 88
 DE6749.geopotential number by the normal gravity value computed on the
 DE6749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6749.degrees latitude (g = 980.6199 gals.).
 DE6749
 DE6749.The modeled gravity was interpolated from observed gravity values.
 DE6749
 DE6749;                    North         East    Units  Estimated Accuracy
 DE6749;SPC FL E     -   545,130.      179,940.      MT  (+/- 180 meters Scaled)
 DE6749
 DE6749                          SUPERSEDED SURVEY CONTROL
 DE6749
 DE6749.No superseded survey control is available for this station.
 DE6749
 DE6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN799360(NAD 83)
 DE6749_MARKER: DD = SURVEY DISK
 DE6749_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6749_STAMPING: 7997D A012
 DE6749_MARK LOGO: FLDT  
 DE6749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6749+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1999
 DE6749
 DE6749  HISTORY     - Date     Condition        Report By
 DE6749  HISTORY     - UNK      MONUMENTED       FLDT
 DE6749  HISTORY     - 19990131 GOOD             FLDEP
 DE6749  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 DE6749
 DE6749                          STATION DESCRIPTION
 DE6749
 DE6749'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6749'THE MARK IS ABOUT 14.3 MI (23.0 KM) NORTHEAST OF BARBERVILLE, 9.1 MI
 DE6749'(14.6 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 AT J.L.T. S LADY
 DE6749'HAWK RANCH IN SECTION 30, TOWNSHIP 14 SOUTH, RANGE 31 EAST. TO REACH
 DE6749'THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE
 DE6749'ROAD 40 ON THE WEST SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40
 DE6749'FOR 5.85 MI (9.41 KM) TO THE JUNCTION OF A DRIVEWAY AT J.L.T. S RANCH
 DE6749'ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DE6749'PREFABRICATED CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 DE6749'WITH STATE ROAD 40. LOCATED 128.8 FT (39.3 M) SOUTH OF THE CENTERLINE
 DE6749'OF STATE ROAD 40, 67.7 FT (20.6 M) EAST OF THE APPROXIMATE CENTERLINE
 DE6749'OF THE DRIVEWAY, 5.5 FT (1.7 M) SOUTHEAST OF POWERPOLE NUMBER
 DE6749'36607855704 WITH 2 GUY WIRES ATTACHED AND 3.8 FT (1.2 M) NORTH OF A
 DE6749'WOODEN FENCE.
 DE6749
 DE6749                          STATION RECOVERY (2006)
 DE6749
 DE6749'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6749'PROBED WITH 9 INCH ROD IN AN 18 INCH RADIUS FROM THE PHYSICAL
 DE6749'DESCRIPTION POINT DESCRIBED IN THE DATA SHEET AND DID NOT FIND THE
 DE6749'MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH8869 ***********************************************************************
 DH8869  DESIGNATION -  7ADP
 DH8869  PID         -  DH8869
 DH8869  STATE/COUNTY-  FL/OSCEOLA
 DH8869  USGS QUAD   -  FORT KISSIMMEE NE (1980)
 DH8869
 DH8869                         *CURRENT SURVEY CONTROL
 DH8869  ___________________________________________________________________
 DH8869* NAD 83(1986)-  27 38 32.     (N)    081 01 19.     (W)     SCALED    
 DH8869* NAVD 88     -        20.559  (meters)      67.45   (feet)  ADJUSTED  
 DH8869  ___________________________________________________________________
 DH8869  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DH8869  DYNAMIC HT  -          20.529 (meters)      67.35  (feet)  COMP
 DH8869  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 DH8869
 DH8869  VERT ORDER  -  SECOND    CLASS I
 DH8869
 DH8869.The horizontal coordinates were scaled from a topographic map and have
 DH8869.an estimated accuracy of +/- 6 seconds.
 DH8869
 DH8869.The orthometric height was determined by differential leveling
 DH8869.and adjusted by the National Geodetic Survey in July 2006..
 DH8869.No vertical observational check was made to the station.
 DH8869
 DH8869.The geoid height was determined by GEOID03.
 DH8869
 DH8869.The dynamic height is computed by dividing the NAVD 88
 DH8869.geopotential number by the normal gravity value computed on the
 DH8869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8869.degrees latitude (g = 980.6199 gals.).
 DH8869
 DH8869.The modeled gravity was interpolated from observed gravity values.
 DH8869
 DH8869;                    North         East    Units  Estimated Accuracy
 DH8869;SPC FL E     -   366,560.      197,840.      MT  (+/- 180 meters Scaled)
 DH8869
 DH8869                          SUPERSEDED SURVEY CONTROL
 DH8869
 DH8869.No superseded survey control is available for this station.
 DH8869
 DH8869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML978575(NAD 83)
 DH8869_MARKER: DD = SURVEY DISK
 DH8869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8869_STAMPING: 7ADP 1952
 DH8869_MARK LOGO: USE   
 DH8869_PROJECTION: PROJECTING 10 CENTIMETERS
 DH8869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8869+STABILITY: SURFACE MOTION
 DH8869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8869+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 DH8869
 DH8869  HISTORY     - Date     Condition        Report By
 DH8869  HISTORY     - 1952     MONUMENTED       USE
 DH8869  HISTORY     - 20050105 GOOD             FLDEP
 DH8869
 DH8869                          STATION DESCRIPTION
 DH8869
 DH8869'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DH8869'THE MARK IS ABOUT 40.0 MI SOUTHEAST OF LAKE WALES, 21.5 MI NORTH OF
 DH8869'BASINGER, 8.0  SOUTHWEST OF YEEHAW JUNCTION, IN SECTION 33, TOWNSHIP
 DH8869'32 SOUTH, RANGE 33 EAST.
 DH8869' 
 DH8869'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DH8869'700-A  (NORTHWEST 176TH AVENUE) IN BASINGER, GO NORTH ON COUNTY ROAD
 DH8869'700-A (NORTHWEST 176TH  AVENUE) FOR 5.4 MI TO THE JUNCTION OF
 DH8869'NORTHWEST 240TH STREET (COUNTY ROAD 724 EAST),  TURN LEFT ON NORTHWEST
 DH8869'240TH STREET AND GO WEST FOR 1.0 MI TO A 90 DEGREE TURN NORTH
 DH8869'(NORTHWEST 192ND AVENUE, PEAVINE TRAIL), CONTINUE NORTH ON NORTHWEST
 DH8869'192ND AVENUE  (PEAVINE TRAIL) FOR 5.1 MI TO THE ENTRANCE TO KISSIMMEE
 DH8869'PRAIRIE PRESERVE STATE PARK,  CONTINUE NORTH ON THE PARK ROAD (PEAVINE
 DH8869'TRAIL) FOR 2.85 MI TO A 90 DEGREE TURN TO THE  WEST IN THE PARK ROAD,
 DH8869'CONTINUE NORTH ON PEAVINE TRAIL FOR 4.3 MI TO A LOCKED GATE AND  THE
 DH8869'MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 DH8869'0.4 FT ABOVE  THE LEVEL OF THE GROUND.
 DH8869' 
 DH8869'LOCATED ABOUT 300.0 FT EAST OF THE APPROXIMATE CENTERLINE OF PEAVINE
 DH8869'TRAIL, 18.5 FT NORTH  OF A PALM TREE, 17.7 FT NORTH OF A NAIL AND CAP
 DH8869'IN A 6-INCH POST, 17.5 FT NORTH OF A BARBWIRE  FENCE, 5.5 FT NORTHEAST
 DH8869'OF A SFLWMD METAL WITNESS POST, 5.0 FT NORTHWEST OF A PALM TREE  AND
 DH8869'3.7 FT WEST OF A BARBWIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7300 ***********************************************************************
 AL7300  DESIGNATION -  8 48
 AL7300  PID         -  AL7300
 AL7300  STATE/COUNTY-  FL/CITRUS
 AL7300  USGS QUAD   -  HOMOSASSA (1988)
 AL7300
 AL7300                         *CURRENT SURVEY CONTROL
 AL7300  ___________________________________________________________________
 AL7300* NAD 83(1986)-  28 47 16.     (N)    082 33 52.     (W)     SCALED    
 AL7300* NAVD 88     -         2.303  (meters)       7.56   (feet)  ADJUSTED  
 AL7300  ___________________________________________________________________
 AL7300  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AL7300  DYNAMIC HT  -           2.300 (meters)       7.55  (feet)  COMP
 AL7300  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 AL7300
 AL7300  VERT ORDER  -  FIRST     CLASS II
 AL7300
 AL7300.The horizontal coordinates were scaled from a topographic map and have
 AL7300.an estimated accuracy of +/- 6 seconds.
 AL7300
 AL7300.The orthometric height was determined by differential leveling
 AL7300.and adjusted by the National Geodetic Survey in January 2006..
 AL7300.No vertical observational check was made to the station.
 AL7300
 AL7300.Photographs are available for this station.
 AL7300
 AL7300.The geoid height was determined by GEOID03.
 AL7300
 AL7300.The dynamic height is computed by dividing the NAVD 88
 AL7300.geopotential number by the normal gravity value computed on the
 AL7300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7300.degrees latitude (g = 980.6199 gals.).
 AL7300
 AL7300.The modeled gravity was interpolated from observed gravity values.
 AL7300
 AL7300;                    North         East    Units  Estimated Accuracy
 AL7300;SPC FL W     -   493,640.      144,890.      MT  (+/- 180 meters Scaled)
 AL7300
 AL7300                          SUPERSEDED SURVEY CONTROL
 AL7300
 AL7300  NAVD 88 (??/??/92)    2.262  (m)            7.42   (f) UNKNOWN     3 0
 AL7300
 AL7300.Superseded values are not recommended for survey control.
 AL7300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7300.See file dsdata.txt to determine how the superseded data were derived.
 AL7300
 AL7300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM473854(NAD 83)
 AL7300_MARKER: DB = BENCH MARK DISK
 AL7300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7300_SP_SET: BOX CULVERT HEADWALL
 AL7300_STAMPING: 8 48
 AL7300_MARK LOGO: FLSRD 
 AL7300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7300+STABILITY: SURFACE MOTION
 AL7300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7300+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AL7300
 AL7300  HISTORY     - Date     Condition        Report By
 AL7300  HISTORY     - 1991     MONUMENTED       FLDT
 AL7300  HISTORY     - 1977     GOOD             FLDNR
 AL7300  HISTORY     - 1988     GOOD             USPSQD
 AL7300  HISTORY     - 19900226 GOOD             USPSQD
 AL7300  HISTORY     - 19910214 GOOD             USPSQD
 AL7300  HISTORY     - 20040207 GOOD             FLDEP
 AL7300
 AL7300                          STATION DESCRIPTION
 AL7300
 AL7300'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7300'1.56 MI SSE FROM HOMOSASSA SPRINGS.
 AL7300'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7300'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY
 AL7300'19/98 FOR 1.56 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET
 AL7300'NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 AL7300'19/98, 36 FEET NORTHWEST OF A POWER POLE, 19 FEET SOUTHEAST OF
 AL7300'THE NORTH END OF A CULVERT.
 AL7300
 AL7300                          STATION RECOVERY (1988)
 AL7300
 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AL7300'RECOVERED IN GOOD CONDITION.
 AL7300
 AL7300                          STATION RECOVERY (1990)
 AL7300
 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7300'RECOVERED IN GOOD CONDITION.
 AL7300
 AL7300                          STATION RECOVERY (1991)
 AL7300
 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7300'RECOVERED IN GOOD CONDITION.
 AL7300
 AL7300                          STATION RECOVERY (2004)
 AL7300
 AL7300'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7300'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4022 ***********************************************************************
 DF4022  DESIGNATION -  8 CMP
 DF4022  PID         -  DF4022
 DF4022  STATE/COUNTY-  FL/PUTNAM
 DF4022  USGS QUAD   -  KEUKA (1993)
 DF4022
 DF4022                         *CURRENT SURVEY CONTROL
 DF4022  ___________________________________________________________________
 DF4022* NAD 83(1986)-  29 31 46.     (N)    081 56 49.     (W)     SCALED    
 DF4022* NAVD 88     -        24.708  (meters)      81.06   (feet)  ADJUSTED  
 DF4022  ___________________________________________________________________
 DF4022  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DF4022  DYNAMIC HT  -          24.675 (meters)      80.95  (feet)  COMP
 DF4022  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 DF4022
 DF4022  VERT ORDER  -  SECOND    CLASS I
 DF4022
 DF4022.The horizontal coordinates were scaled from a topographic map and have
 DF4022.an estimated accuracy of +/- 6 seconds.
 DF4022
 DF4022.The orthometric height was determined by differential leveling
 DF4022.and adjusted by the National Geodetic Survey in May 2004..
 DF4022.No vertical observational check was made to the station.
 DF4022
 DF4022.The geoid height was determined by GEOID03.
 DF4022
 DF4022.The dynamic height is computed by dividing the NAVD 88
 DF4022.geopotential number by the normal gravity value computed on the
 DF4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4022.degrees latitude (g = 980.6199 gals.).
 DF4022
 DF4022.The modeled gravity was interpolated from observed gravity values.
 DF4022
 DF4022;                    North         East    Units  Estimated Accuracy
 DF4022;SPC FL E     -   576,080.      108,210.      MT  (+/- 180 meters Scaled)
 DF4022
 DF4022                          SUPERSEDED SURVEY CONTROL
 DF4022
 DF4022.No superseded survey control is available for this station.
 DF4022
 DF4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN082670(NAD 83)
 DF4022_MARKER: DD = SURVEY DISK
 DF4022_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF4022_STAMPING: 8 CMP 82
 DF4022_MARK LOGO: DI    
 DF4022_PROJECTION: FLUSH
 DF4022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4022+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4022
 DF4022  HISTORY     - Date     Condition        Report By
 DF4022  HISTORY     - 1982     MONUMENTED       DI
 DF4022  HISTORY     - 20010523 GOOD             FLDEP
 DF4022
 DF4022                          STATION DESCRIPTION
 DF4022
 DF4022'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4022'THE MARK IS ABOUT 5.5 MI SOUTH OF JOHNSON, 2.0 MI NORTHWEST OF ORANGE
 DF4022'SPRINGS, IN SECTION 13, TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4022' 
 DF4022'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4022'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD
 DF4022'315 FOR 0.05 MI TO THE Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE
 DF4022'ROAD 21 AND GO NORTHWEST FOR 2.0 MI TO THE JUNCTION OF LAKE SUSAN ROAD
 DF4022'ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DF4022'PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2.0 FT
 DF4022'ABOVE THE LEVEL OF STATE ROAD 21.
 DF4022' 
 DF4022'LOCATED 63.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE SUSAN ROAD
 DF4022'AND 53.7 FT WEST OF THE CENTERLINE OF STATE ROAD 21.
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022' 
 DF4022'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5747 ***********************************************************************
 DG5747  DESIGNATION -  8 CMP
 DG5747  PID         -  DG5747
 DG5747  STATE/COUNTY-  FL/PUTNAM
 DG5747  USGS QUAD   -  KEUKA (1993)
 DG5747
 DG5747                         *CURRENT SURVEY CONTROL
 DG5747  ___________________________________________________________________
 DG5747* NAD 83(1986)-  29 31 47.     (N)    081 56 49.     (W)     SCALED    
 DG5747* NAVD 88     -        24.708  (meters)      81.06   (feet)  ADJUSTED  
 DG5747  ___________________________________________________________________
 DG5747  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DG5747  DYNAMIC HT  -          24.674 (meters)      80.95  (feet)  COMP
 DG5747  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 DG5747
 DG5747  VERT ORDER  -  SECOND    CLASS I
 DG5747
 DG5747.The horizontal coordinates were scaled from a topographic map and have
 DG5747.an estimated accuracy of +/- 6 seconds.
 DG5747
 DG5747.The orthometric height was determined by differential leveling
 DG5747.and adjusted by the National Geodetic Survey in August 2004..
 DG5747
 DG5747.The geoid height was determined by GEOID03.
 DG5747
 DG5747.The dynamic height is computed by dividing the NAVD 88
 DG5747.geopotential number by the normal gravity value computed on the
 DG5747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5747.degrees latitude (g = 980.6199 gals.).
 DG5747
 DG5747.The modeled gravity was interpolated from observed gravity values.
 DG5747
 DG5747;                    North         East    Units  Estimated Accuracy
 DG5747;SPC FL E     -   576,120.      108,210.      MT  (+/- 180 meters Scaled)
 DG5747
 DG5747                          SUPERSEDED SURVEY CONTROL
 DG5747
 DG5747.No superseded survey control is available for this station.
 DG5747
 DG5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN082670(NAD 83)
 DG5747_MARKER: DD = SURVEY DISK
 DG5747_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5747_STAMPING: 8 CMP 82
 DG5747_MARK LOGO: DI    
 DG5747_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5747+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5747
 DG5747  HISTORY     - Date     Condition        Report By
 DG5747  HISTORY     - UNK      MONUMENTED       DI
 DG5747  HISTORY     - 20000512 GOOD             FLDEP
 DG5747
 DG5747                          STATION DESCRIPTION
 DG5747
 DG5747'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5747'THE MARK IS ABOUT 26.2 MI (42.2 KM) SOUTHEAST OF GAINESVILLE, 10.7 MI
 DG5747'(17.2 KM) EAST OF HAWTHORNE ON LAKE SUSAN ROAD IN SECTION 13, TOWNSHIP
 DG5747'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DG5747'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DG5747'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DG5747'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DG5747'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DG5747'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DG5747'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DG5747'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DG5747'SUSAN ROAD FOR 6.35 MI (10.22 KM) TO THE JUNCTION OF STATE ROAD 21 AND
 DG5747'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DG5747'PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND AND ABOVE THE
 DG5747'LEVEL OF LAKE SUSAN ROAD.  THIS MARK CAN ALSO BE REACHED FROM THE POST
 DG5747'OFFICE IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR 0.05 MI
 DG5747'(0.08 KM) TO THE Y-JUNCTION OF STATE ROAD 21, BEAR LEFT AND CONTINUE
 DG5747'NORTHWEST ON STATE ROAD 21 FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF LAKE
 DG5747'SUSAN ROAD ON THE LEFT AND THE MARK ON THE LEFT. LOCATED 63.0 FT (19.2
 DG5747'M) SOUTH OF LAKE SUSAN ROAD, 53.4 FT (16.3 M) WEST OF THE CENTERLINE
 DG5747'OF STATE ROAD 21, 12.8 FT (3.9 M) EAST OF A CHAINLINK FENCE AND 1.2 FT
 DG5747'(0.4 M) WEST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1164 ***********************************************************************
 AC1164  DESIGNATION -  8 ES
 AC1164  PID         -  AC1164
 AC1164  STATE/COUNTY-  FL/MIAMI-DADE
 AC1164  USGS QUAD   -  HOMESTEAD (1994)
 AC1164
 AC1164                         *CURRENT SURVEY CONTROL
 AC1164  ___________________________________________________________________
 AC1164* NAD 83(1986)-  25 26 53.     (N)    080 24 42.     (W)     SCALED    
 AC1164* NAVD 88     -         1.506  (meters)       4.94   (feet)  ADJUSTED  
 AC1164  ___________________________________________________________________
 AC1164  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AC1164  DYNAMIC HT  -           1.504 (meters)       4.93  (feet)  COMP
 AC1164  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 AC1164
 AC1164  VERT ORDER  -  SECOND    CLASS 0
 AC1164
 AC1164.The horizontal coordinates were scaled from a topographic map and have
 AC1164.an estimated accuracy of +/- 6 seconds.
 AC1164
 AC1164.The orthometric height was determined by differential leveling
 AC1164.and adjusted by the National Geodetic Survey in June 1991..
 AC1164
 AC1164.The geoid height was determined by GEOID03.
 AC1164
 AC1164.The dynamic height is computed by dividing the NAVD 88
 AC1164.geopotential number by the normal gravity value computed on the
 AC1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1164.degrees latitude (g = 980.6199 gals.).
 AC1164
 AC1164.The modeled gravity was interpolated from observed gravity values.
 AC1164
 AC1164;                    North         East    Units  Estimated Accuracy
 AC1164;SPC FL E     -   123,600.      259,170.      MT  (+/- 180 meters Scaled)
 AC1164
 AC1164                          SUPERSEDED SURVEY CONTROL
 AC1164
 AC1164  NGVD 29 (??/??/92)    1.972  (m)            6.47   (f) ADJ UNCH    2 0
 AC1164
 AC1164.Superseded values are not recommended for survey control.
 AC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1164.See file dsdata.txt to determine how the superseded data were derived.
 AC1164
 AC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ591146(NAD 83)
 AC1164_MARKER: DD = SURVEY DISK
 AC1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC1164_SP_SET: BRIDGE
 AC1164_STAMPING: 8 ES 1955
 AC1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1164+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AC1164
 AC1164  HISTORY     - Date     Condition        Report By
 AC1164  HISTORY     - 1955     MONUMENTED       USGS
 AC1164  HISTORY     - 1970     GOOD             NGS
 AC1164  HISTORY     - 1982     GOOD             LOCSUR
 AC1164  HISTORY     - 1987     GOOD             USPSQD
 AC1164  HISTORY     - 1987     GOOD             USPSQD
 AC1164  HISTORY     - 1988     GOOD             USPSQD
 AC1164  HISTORY     - 1989     GOOD             USPSQD
 AC1164  HISTORY     - 19901230 GOOD             USPSQD
 AC1164  HISTORY     - 19950910 GOOD             USPSQD
 AC1164  HISTORY     - 20050417 GOOD             INDIV
 AC1164
 AC1164                          STATION DESCRIPTION
 AC1164
 AC1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC1164'3.9 MI E FROM FLORIDA CITY.
 AC1164'ABOUT 3.9 MILES EAST ALONG PALM DRIVE FROM THE INTERSECTION OF
 AC1164'U.S. HIGHWAY 1 AT FLORIDA CITY, AT THE INTERSECTION OF PALM
 AC1164'DRIVE AND TALAHASSEE ROAD (137 TH AVENUE), SET IN THE TOP OF THE
 AC1164'WEST END OF THE SOUTH ABUTMENT FOR A 40-FOOT CONCRETE BRIDGE
 AC1164'OVER THE FLORIDA CITY CANAL, 37 FEET NORTH OF THE CENTER LINE
 AC1164'OF THE SOUTH LANE OF PALM DRIVE, 15 FEET WEST OF THE CENTER
 AC1164'LINE OF TALAHASSEE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AC1164
 AC1164                          STATION RECOVERY (1982)
 AC1164
 AC1164'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AC1164'3.9 MILES ALONG PALM DRIVE FROM INTERSECTION OF U.S. HWY 1 AT FLORIDA
 AC1164'CITY.
 AC1164
 AC1164                          STATION RECOVERY (1987)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1987)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1988)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1989)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1990)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1995)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (2005)
 AC1164
 AC1164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJR)
 AC1164'BY USING AC4311 (H 111) I FOUND AC1164 TO BE AT 25 26 52.87822(N)
 AC1164'80 24 42.91739(W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0321 ***********************************************************************
 AF0321  DESIGNATION -  8 FT BORE 1962
 AF0321  PID         -  AF0321
 AF0321  STATE/COUNTY-  FL/BREVARD
 AF0321  USGS QUAD   -  GRANT (1970)
 AF0321
 AF0321                         *CURRENT SURVEY CONTROL
 AF0321  ___________________________________________________________________
 AF0321* NAD 83(1990)-  27 57 28.97947(N)    080 33 46.19201(W)     ADJUSTED  
 AF0321* NAVD 88     -         6.75   (+/-2cm)      22.1    (feet)  VERTCON   
 AF0321  ___________________________________________________________________
 AF0321  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AF0321  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF0321
 AF0321  HORZ ORDER  -  SECOND
 AF0321  VERT ORDER  -  THIRD ? (See Below)
 AF0321
 AF0321.The horizontal coordinates were established by classical geodetic methods
 AF0321.and adjusted by the National Geodetic Survey in May 1991..
 AF0321
 AF0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0321.The vertical order pertains to the NGVD 29 superseded value.
 AF0321
 AF0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0321
 AF0321.The geoid height was determined by GEOID03.
 AF0321
 AF0321;                    North         East     Units Scale Factor Converg.
 AF0321;SPC FL E     -   401,637.318   243,015.095   MT  0.99996401   +0 12 17.9
 AF0321;SPC FL E     - 1,317,705.10    797,292.02   sFT  0.99996401   +0 12 17.9
 AF0321;UTM  17      - 3,092,632.263   543,000.418   MT  0.99962282   +0 12 17.9
 AF0321
 AF0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0321!SPC FL E     -   1.00000334  x   0.99996401  =   0.99996735
 AF0321!UTM  17      -   1.00000334  x   0.99962282  =   0.99962616
 AF0321
 AF0321                          SUPERSEDED SURVEY CONTROL
 AF0321
 AF0321  NAD 83(1986)-  27 57 28.98448(N)    080 33 46.20701(W) AD(       ) 2
 AF0321  NAD 27      -  27 57 27.91143(N)    080 33 47.01390(W) AD(       ) 2
 AF0321  NGVD 29 (07/19/86)    7.17   (m)           23.5    (f) LEVELING    3  
 AF0321
 AF0321.Superseded values are not recommended for survey control.
 AF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0321.See file dsdata.txt to determine how the superseded data were derived.
 AF0321
 AF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4300092632(NAD 83)
 AF0321_MARKER: Z = SEE DESCRIPTION
 AF0321_SETTING: 0 = UNSPECIFIED SETTING
 AF0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0321
 AF0321  HISTORY     - Date     Condition        Report By
 AF0321  HISTORY     - 1962     MONUMENTED       CGS
 AF0321
 AF0321                          STATION DESCRIPTION
 AF0321
 AF0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0321'0.25 MILE NORTHWEST OF THE MISTRAM CENTRAL CONTROL BUILDING.  IT
 AF0321'IS ON THE SOUTHEAST SIDE OF THE CENTRAL MICROWAVE TOWER.  THE
 AF0321'MARK IS A CENTER PUNCH HOLE, WITHIN A CIRCLE ON A STEEL ANGLE
 AF0321'IRON ON THE TOP AND EAST SIDE OF THE WAVE GUIDE TRENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6853 ***********************************************************************
 AK6853  DESIGNATION -  8 GAF TT
 AK6853  PID         -  AK6853
 AK6853  STATE/COUNTY-  FL/ORANGE
 AK6853  USGS QUAD   -  SORRENTO (1980)
 AK6853
 AK6853                         *CURRENT SURVEY CONTROL
 AK6853  ___________________________________________________________________
 AK6853* NAD 83(1990)-  28 45 31.91174(N)    081 30 58.40911(W)     ADJUSTED  
 AK6853* NAVD 88     -        25.188  (meters)      82.64   (feet)  ADJUSTED  
 AK6853  ___________________________________________________________________
 AK6853  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AK6853  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AK6853  DYNAMIC HT  -          25.153 (meters)      82.52  (feet)  COMP
 AK6853  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 AK6853
 AK6853  HORZ ORDER  -  THIRD
 AK6853  VERT ORDER  -  SECOND    CLASS I
 AK6853
 AK6853.The horizontal coordinates were established by classical geodetic methods
 AK6853.and adjusted by the National Geodetic Survey in May 1991..
 AK6853
 AK6853.The orthometric height was determined by differential leveling
 AK6853.and adjusted by the National Geodetic Survey in December 1995..
 AK6853
 AK6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6853
 AK6853.The geoid height was determined by GEOID03.
 AK6853
 AK6853.The dynamic height is computed by dividing the NAVD 88
 AK6853.geopotential number by the normal gravity value computed on the
 AK6853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6853.degrees latitude (g = 980.6199 gals.).
 AK6853
 AK6853.The modeled gravity was interpolated from observed gravity values.
 AK6853
 AK6853;                    North         East     Units Scale Factor Converg.
 AK6853;SPC FL E     -   490,414.913   149,585.924   MT  0.99997253   -0 14 54.1
 AK6853;SPC FL E     - 1,608,969.59    490,766.49   sFT  0.99997253   -0 14 54.1
 AK6853;UTM  17      - 3,181,379.567   449,603.125   MT  0.99963134   -0 14 54.1
 AK6853
 AK6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6853!SPC FL E     -   1.00000037  x   0.99997253  =   0.99997290
 AK6853!UTM  17      -   1.00000037  x   0.99963134  =   0.99963171
 AK6853
 AK6853                          SUPERSEDED SURVEY CONTROL
 AK6853
 AK6853  NAD 83(1986)-  28 45 31.91802(N)    081 30 58.41976(W) AD(       ) 3
 AK6853  NAD 27      -  28 45 30.91187(N)    081 30 59.17095(W) AD(       ) 3
 AK6853  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) LEVELING    3  
 AK6853
 AK6853.Superseded values are not recommended for survey control.
 AK6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6853.See file dsdata.txt to determine how the superseded data were derived.
 AK6853
 AK6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4960381380(NAD 83)
 AK6853_MARKER: DD = SURVEY DISK
 AK6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6853_SP_SET: SQUARE CONCRETE MONUMENT
 AK6853_STAMPING: 84. FEET 8 GAF-1954 T.T.
 AK6853_MARK LOGO: USGS  
 AK6853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6853+STABILITY: SURFACE MOTION
 AK6853
 AK6853  HISTORY     - Date     Condition        Report By
 AK6853  HISTORY     - 1954     MONUMENTED       USGS
 AK6853  HISTORY     - 1954     GOOD             USGS
 AK6853  HISTORY     - 19910426 GOOD             FL-095
 AK6853
 AK6853                          STATION DESCRIPTION
 AK6853
 AK6853'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AK6853'APOPKA, 6.0 MI N. AND 0.4 MI W. OF, NEAR 1/4 COR. SECS. 9 AND 16, T.
 AK6853'20 S., R. 28 E., 36 FT N. AND 406 FT E. OF CENTERLINE OF E.-W. RD.
 AK6853'AT T-RD. N. (PROJECTED), 2 FT N. OF POWER POLE, IN CONCRETE POST,
 AK6853'STANDARD DISK STAMPED---8 GAF 1954 84 TT---.
 AK6853
 AK6853                          STATION RECOVERY (1954)
 AK6853
 AK6853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AK6853'THE FOLLOWING TEXT WAS TAKEN FROM A 1954 HORIZONTAL CONTROL
 AK6853'DESCRIPTION BY USGS--
 AK6853'APOPKA, 6.0 MI N. AND 0.4 MI W. OF, NEAR 1/4 COR. SECS. 9 AND 16,
 AK6853'T. 20 S., R. 28 E., 36 FT N. AND 406 FT E. OF CENTERLINE OF E.-W.
 AK6853'RD. AT T-RD. N. (PROJECTED), 2 FT N. OF POWER POLE, IN CONCRETE
 AK6853'POST, STANDARD DISK STAMPED---8 GAF 1954 84 TT---.
 AK6853
 AK6853                          STATION RECOVERY (1991)
 AK6853
 AK6853'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1991
 AK6853'6-INCH BY 6-INCH CONCRETE MONUMENT WITH 3-INCH BRASS USGS DISC, ABOUT
 AK6853'30 FT (9.1 M) NORTH OF CENTER LINE OF KELLY PARK ROAD, ABOUT 450 FT
 AK6853'(137.2 M) EAST OF CENTER LINE OF INTERSECTION OF KELLY PARK ROAD AND
 AK6853'MOUNT PLYMOUTH ROAD.  BM IS IN FRONT OF ADDRESS 416 KELLY PARK ROAD
 AK6853'AND NORTHWEST OF POWER POLE NUMER 951445.  T20S, R28E, SECTION 9.
 AK6853'(DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0802 ***********************************************************************
 AQ0802  DESIGNATION -  8 JAS
 AQ0802  PID         -  AQ0802
 AQ0802  STATE/COUNTY-  FL/MARION
 AQ0802  USGS QUAD   -  FARLES LAKE (1994)
 AQ0802
 AQ0802                         *CURRENT SURVEY CONTROL
 AQ0802  ___________________________________________________________________
 AQ0802* NAD 83(1990)-  29 03 02.25937(N)    081 40 33.29280(W)     ADJUSTED  
 AQ0802* NAVD 88     -        55.036  (meters)     180.56   (feet)  ADJUSTED  
 AQ0802  ___________________________________________________________________
 AQ0802  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AQ0802  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AQ0802  DYNAMIC HT  -          54.958 (meters)     180.31  (feet)  COMP
 AQ0802  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 AQ0802
 AQ0802  HORZ ORDER  -  THIRD
 AQ0802  VERT ORDER  -  FIRST     CLASS II
 AQ0802
 AQ0802.The horizontal coordinates were established by classical geodetic methods
 AQ0802.and adjusted by the National Geodetic Survey in May 1991..
 AQ0802
 AQ0802.The orthometric height was determined by differential leveling
 AQ0802.and adjusted by the National Geodetic Survey in June 1991..
 AQ0802
 AQ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ0802
 AQ0802.The geoid height was determined by GEOID03.
 AQ0802
 AQ0802.The dynamic height is computed by dividing the NAVD 88
 AQ0802.geopotential number by the normal gravity value computed on the
 AQ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0802.degrees latitude (g = 980.6199 gals.).
 AQ0802
 AQ0802.The modeled gravity was interpolated from observed gravity values.
 AQ0802
 AQ0802;                    North         East     Units Scale Factor Converg.
 AQ0802;SPC FL W     -   522,684.427   231,561.354   MT  0.99995346   +0 09 26.5
 AQ0802;SPC FL W     - 1,714,840.49    759,714.21   sFT  0.99995346   +0 09 26.5
 AQ0802;UTM  17      - 3,213,783.219   434,197.250   MT  0.99965343   -0 19 41.6
 AQ0802
 AQ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0802!SPC FL W     -   0.99999576  x   0.99995346  =   0.99994922
 AQ0802!UTM  17      -   0.99999576  x   0.99965343  =   0.99964920
 AQ0802
 AQ0802                          SUPERSEDED SURVEY CONTROL
 AQ0802
 AQ0802  NAD 83(1986)-  29 03 02.26887(N)    081 40 33.29934(W) AD(       ) 3
 AQ0802  NAD 27      -  29 03 01.32798(N)    081 40 34.02022(W) AD(       ) 3
 AQ0802  NGVD 29 (??/??/92)   55.358  (m)          181.62   (f) ADJ UNCH    1 2
 AQ0802
 AQ0802.Superseded values are not recommended for survey control.
 AQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0802.See file dsdata.txt to determine how the superseded data were derived.
 AQ0802
 AQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3419713783(NAD 83)
 AQ0802_MARKER: DD = SURVEY DISK
 AQ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0802_STAMPING: 8 JAS 1966 182
 AQ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0802+STABILITY: SURFACE MOTION
 AQ0802
 AQ0802  HISTORY     - Date     Condition        Report By
 AQ0802  HISTORY     - 1966     MONUMENTED       USGS
 AQ0802  HISTORY     - 1968     GOOD             NGS
 AQ0802  HISTORY     - 1989     GOOD             USPSQD
 AQ0802  HISTORY     - 19910303 GOOD             USPSQD
 AQ0802
 AQ0802                          STATION DESCRIPTION
 AQ0802
 AQ0802'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AQ0802'ALTOONA, 5.7 MI N. OF POST OFFICE, ALONG STATE HIGHWAY 19, THENCE 2.5
 AQ0802'MI NW. ALONG OCALA NATIONAL FOREST ROAD 73, ABOUT 150 FT W. OF WOODS
 AQ0802'RD. CRSSING, AT CREST OF HILL, ABOUT 40 FT N. OF, AND 5.0 FT HIGHER
 AQ0802'THAN CENTERLINE OF RD., 0.5 FT S. OF METAL WITNESS POST, IN CONCRETE
 AQ0802'POST PROJECTING 6 IN., STANDARD DISK STAMPED---8 JAS 1966 182 ET---.
 AQ0802
 AQ0802                          STATION RECOVERY (1968)
 AQ0802
 AQ0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AQ0802'7.8 MI NW FROM ALTOONA.
 AQ0802'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0802'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 2.4
 AQ0802'MILES WEST ALONG FOREST SERVICE ROAD 73, ON THE TOP OF A 4-FOOT
 AQ0802'HIGH BANK, 157 FEET NORTHWEST OF AND ACROSS THE ROAD FROM CASTLE
 AQ0802'AZI DESCRIBED, 158 1/2 FEET, NORTHWEST OF AND ACROSS THE ROAD
 AQ0802'FROM POWER LINE POLE NO. TO-212A, 149 FEET WEST OF A SAND TRAIL
 AQ0802'LEADING NORTH, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.6
 AQ0802'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL
 AQ0802'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AQ0802'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0802
 AQ0802                          STATION RECOVERY (1989)
 AQ0802
 AQ0802'RECOVERY NOTE BY US POWER SQUADRON 1989 (KJ)
 AQ0802'RECOVERED IN GOOD CONDITION.
 AQ0802
 AQ0802                          STATION RECOVERY (1991)
 AQ0802
 AQ0802'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9826 ***********************************************************************
 AC9826  DESIGNATION -  8 RJN
 AC9826  PID         -  AC9826
 AC9826  STATE/COUNTY-  FL/PUTNAM
 AC9826  USGS QUAD   -  RODMAN (1993)
 AC9826
 AC9826                         *CURRENT SURVEY CONTROL
 AC9826  ___________________________________________________________________
 AC9826* NAD 83(1986)-  29 32 31.     (N)    081 45 07.     (W)     SCALED    
 AC9826* NAVD 88     -         7.095  (meters)      23.28   (feet)  ADJUSTED  
 AC9826  ___________________________________________________________________
 AC9826  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AC9826  DYNAMIC HT  -           7.085 (meters)      23.24  (feet)  COMP
 AC9826  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 AC9826
 AC9826  VERT ORDER  -  SECOND    CLASS I
 AC9826
 AC9826.The horizontal coordinates were scaled from a topographic map and have
 AC9826.an estimated accuracy of +/- 6 seconds.
 AC9826
 AC9826.The orthometric height was determined by differential leveling
 AC9826.and adjusted by the National Geodetic Survey in September 1997..
 AC9826
 AC9826.Photographs are available for this station.
 AC9826
 AC9826.The geoid height was determined by GEOID03.
 AC9826
 AC9826.The dynamic height is computed by dividing the NAVD 88
 AC9826.geopotential number by the normal gravity value computed on the
 AC9826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9826.degrees latitude (g = 980.6199 gals.).
 AC9826
 AC9826.The modeled gravity was interpolated from observed gravity values.
 AC9826
 AC9826;                    North         East    Units  Estimated Accuracy
 AC9826;SPC FL E     -   577,330.      127,120.      MT  (+/- 180 meters Scaled)
 AC9826
 AC9826                          SUPERSEDED SURVEY CONTROL
 AC9826
 AC9826.No superseded survey control is available for this station.
 AC9826
 AC9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN271682(NAD 83)
 AC9826_MARKER: DD = SURVEY DISK
 AC9826_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9826_SP_SET: WINGWALL
 AC9826_STAMPING: 8 RJN 1967 USGS 24
 AC9826_MARK LOGO: FLSRD 
 AC9826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9826+STABILITY: SURFACE MOTION
 AC9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9826+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9826
 AC9826  HISTORY     - Date     Condition        Report By
 AC9826  HISTORY     - 1967     MONUMENTED       FLSRD
 AC9826  HISTORY     - 19960813 GOOD             FLDEP
 AC9826  HISTORY     - 20040721 GOOD             FLDEP
 AC9826
 AC9826                          STATION DESCRIPTION
 AC9826
 AC9826'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9826'THE MARK IS ABOUT 13.1 MI (21.1 KM) NORTH OF SALT SPRINGS, 11.9 MI
 AC9826'(19.2 KM) SOUTHWEST OF PALATKA IN SECTION 37, TOWNSHIP 11 SOUTH, RANGE
 AC9826'25 EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S.
 AC9826'HIGHWAY 17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17
 AC9826'(REID STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 AC9826'STATE ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO
 AC9826'NORHTWEST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19,
 AC9826'TURN LEFT ON STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 8.25 MI (13.28
 AC9826'KM) TO THE JUNCTION OF BUCKMAN LOCK ROAD ON THE LEFT, CONTINUE SOUTH
 AC9826'ON STATE ROAD 19 FOR 1.65 MI (2.66 KM) TO A SMALL BRIDGE AND THE MARK
 AC9826'ON THE LEFT, SET IN THE SOUTH END OF THE SMALL BRIDGE 0.5 FT (15.2 CM)
 AC9826'ABOVE THE LEVEL OF STATE ROAD 19. LOCATED 18.8 FT (5.7 M) SOUTHEAST OF
 AC9826'THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 9.4 FT (2.9 M) NORTHEAST
 AC9826'OF THE SOUTH END OF THE SOUTHEAST WINGWALL AND 4.1 FT (1.2 M)
 AC9826'SOUTHEAST OF THE METAL GUARDRAIL.
 AC9826
 AC9826                          STATION RECOVERY (2004)
 AC9826
 AC9826'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9826'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6856 ***********************************************************************
 AG6856  DESIGNATION -  8 ST PETERSBURG
 AG6856  PID         -  AG6856
 AG6856  STATE/COUNTY-  FL/PINELLAS
 AG6856  USGS QUAD   -  PORT TAMPA (1983)
 AG6856
 AG6856                         *CURRENT SURVEY CONTROL
 AG6856  ___________________________________________________________________
 AG6856* NAD 83(1986)-  27 47 23.     (N)    082 37 25.     (W)     SCALED    
 AG6856* NAVD 88     -         0.981  (meters)       3.22   (feet)  ADJUSTED  
 AG6856  ___________________________________________________________________
 AG6856  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AG6856  DYNAMIC HT  -           0.979 (meters)       3.21  (feet)  COMP
 AG6856  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 AG6856
 AG6856  VERT ORDER  -  SECOND    CLASS II
 AG6856
 AG6856.The horizontal coordinates were scaled from a topographic map and have
 AG6856.an estimated accuracy of +/- 6 seconds.
 AG6856
 AG6856.The orthometric height was determined by differential leveling
 AG6856.and adjusted by the National Geodetic Survey in June 1991..
 AG6856
 AG6856.The geoid height was determined by GEOID03.
 AG6856
 AG6856.The dynamic height is computed by dividing the NAVD 88
 AG6856.geopotential number by the normal gravity value computed on the
 AG6856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6856.degrees latitude (g = 980.6199 gals.).
 AG6856
 AG6856.The modeled gravity was interpolated from observed gravity values.
 AG6856
 AG6856;                    North         East    Units  Estimated Accuracy
 AG6856;SPC FL W     -   383,060.      138,550.      MT  (+/- 180 meters Scaled)
 AG6856
 AG6856                          SUPERSEDED SURVEY CONTROL
 AG6856
 AG6856  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 2
 AG6856
 AG6856.Superseded values are not recommended for survey control.
 AG6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6856.See file dsdata.txt to determine how the superseded data were derived.
 AG6856
 AG6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL400749(NAD 83)
 AG6856_MARKER: DD = SURVEY DISK
 AG6856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6856+STABILITY: SURFACE MOTION
 AG6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6856+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG6856
 AG6856  HISTORY     - Date     Condition        Report By
 AG6856  HISTORY     - UNK      MONUMENTED       FL2730
 AG6856  HISTORY     - 1975     GOOD             FLDT
 AG6856  HISTORY     - 19980413 GOOD             USPSQD
 AG6856  HISTORY     - 20031030 GOOD             USPSQD
 AG6856
 AG6856                          STATION DESCRIPTION
 AG6856
 AG6856'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6856'AT ST PETERSBURG.
 AG6856'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N. (S.R.
 AG6856'687) AND 5TH AVE. N. (S.R. 595), RUN NORTHERLY ON 4TH STREET N.
 AG6856'FOR 0.55 MILE TO THE INTERSECTION OF 13TH AVE. N., TURN RIGHT ON
 AG6856'13TH AVE. N. AND RUN EASTERLY FOR 0.75 MILE TO THE INTERSECTION OF
 AG6856'BEACH DRIVE NE, TURN LEFT ON BEACH DRIVE AND RUN NORTHERLY FOR
 AG6856'0.4 MILE TO THE T JUNCTION OF COFFEE POST BLVD.  STATION ON RIGHT,
 AG6856'IN THE SE CORNER, 36.6 FT. E/SE OF THE CENTERLINE OF BEACH DRIVE,
 AG6856'27.5 FT. S/SW OF THE CENTERLINE OF COFFEE POT BLVD., 14.0 FT.
 AG6856'SE OF SIGNAL AND LIGHT POLE, NO NUMBER, 28.0 FT. WEST OF A 24
 AG6856'INCH OAK TREE, 0.5 FT. SE OF THE EDGE OF SIDEWALK.  SET IN TOP
 AG6856'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 17,
 AG6856'T 31S, R 17E
 AG6856
 AG6856                          STATION RECOVERY (1998)
 AG6856
 AG6856'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6856'RECOVERED IN GOOD CONDITION.
 AG6856
 AG6856                          STATION RECOVERY (2003)
 AG6856
 AG6856'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG6856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9870 ***********************************************************************
 AC9870  DESIGNATION -  81 JAS
 AC9870  PID         -  AC9870
 AC9870  STATE/COUNTY-  FL/MARION
 AC9870  USGS QUAD   -  HALFMOON LAKE (1993)
 AC9870
 AC9870                         *CURRENT SURVEY CONTROL
 AC9870  ___________________________________________________________________
 AC9870* NAD 83(1986)-  29 10 37.     (N)    081 52 28.     (W)     SCALED    
 AC9870* NAVD 88     -        18.777  (meters)      61.60   (feet)  ADJUSTED  
 AC9870  ___________________________________________________________________
 AC9870  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AC9870  DYNAMIC HT  -          18.751 (meters)      61.52  (feet)  COMP
 AC9870  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 AC9870
 AC9870  VERT ORDER  -  SECOND    CLASS I
 AC9870
 AC9870.The horizontal coordinates were scaled from a topographic map and have
 AC9870.an estimated accuracy of +/- 6 seconds.
 AC9870
 AC9870.The orthometric height was determined by differential leveling
 AC9870.and adjusted by the National Geodetic Survey in September 1997..
 AC9870
 AC9870.The geoid height was determined by GEOID03.
 AC9870
 AC9870.The dynamic height is computed by dividing the NAVD 88
 AC9870.geopotential number by the normal gravity value computed on the
 AC9870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9870.degrees latitude (g = 980.6199 gals.).
 AC9870
 AC9870.The modeled gravity was interpolated from observed gravity values.
 AC9870
 AC9870;                    North         East    Units  Estimated Accuracy
 AC9870;SPC FL W     -   536,650.      212,210.      MT  (+/- 180 meters Scaled)
 AC9870
 AC9870                          SUPERSEDED SURVEY CONTROL
 AC9870
 AC9870.No superseded survey control is available for this station.
 AC9870
 AC9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN149279(NAD 83)
 AC9870_MARKER: DB = BENCH MARK DISK
 AC9870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9870_SP_SET: HEADWALL
 AC9870_STAMPING: 81 JAS 1966 63
 AC9870_MARK LOGO: USGS  
 AC9870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9870+STABILITY: SURFACE MOTION
 AC9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9870+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 AC9870
 AC9870  HISTORY     - Date     Condition        Report By
 AC9870  HISTORY     - 1966     MONUMENTED       USGS
 AC9870  HISTORY     - 19960815 GOOD             FLDEP
 AC9870  HISTORY     - 20060110 GOOD             USPSQD
 AC9870
 AC9870                          STATION DESCRIPTION
 AC9870
 AC9870'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9870'THE MARK IS ABOUT 21.8 MI (35.1 KM) WEST OF ASTOR, 1.1 MI (1.8 KM)
 AC9870'EAST OF LYNNE IN SECTION 23, TOWNSHIP 15 SOUTH, RANGE 24 EAST. TO
 AC9870'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9870'CORNER, GO EAST ON STATE ROAD FOR 0.9 MI (1.4 KM) TO THE MARK ON THE
 AC9870'LEFT, SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT
 AC9870'HEADWALL FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 40. LOCATED
 AC9870'127.0 FT (38.7 M) WEST OF THE APPROXIMATE CENTERLINE OF THE FOREST CAR
 AC9870'WASH DRIVEWAY, 26.5 FT (8.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AC9870'STATE ROAD 40, 11.5 FT (3.5 M) WEST OF THE EAST END OF THE CULVERT
 AC9870'HEADWALL AND 0.6 FT (18.3 CM) SOUTHWEST OF A METAL WITNESS POST.
 AC9870
 AC9870                          STATION RECOVERY (2006)
 AC9870
 AC9870'RECOVERY NOTE BY US POWER SQUADRON 2006
 AC9870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6396 ***********************************************************************
 AG6396  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6396  DESIGNATION -  82
 AG6396  PID         -  AG6396
 AG6396  STATE/COUNTY-  FL/MANATEE
 AG6396  USGS QUAD   -  BRADENTON BEACH (1987)
 AG6396
 AG6396                         *CURRENT SURVEY CONTROL
 AG6396  ___________________________________________________________________
 AG6396* NAD 83(1986)-  27 29 46.     (N)    082 42 37.     (W)     SCALED    
 AG6396* NAVD 88     -         2.178  (meters)       7.15   (feet)  ADJUSTED  
 AG6396  ___________________________________________________________________
 AG6396  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG6396  DYNAMIC HT  -           2.175 (meters)       7.14  (feet)  COMP
 AG6396  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 AG6396
 AG6396  VERT ORDER  -  SECOND    CLASS I
 AG6396
 AG6396.The horizontal coordinates were scaled from a topographic map and have
 AG6396.an estimated accuracy of +/- 6 seconds.
 AG6396
 AG6396.The orthometric height was determined by differential leveling
 AG6396.and adjusted by the National Geodetic Survey in June 1991..
 AG6396
 AG6396.This Tidal Bench Mark is designated as VM 10613
 AG6396.by the Center for Operational Oceanographic Products and Services.
 AG6396
 AG6396.The geoid height was determined by GEOID03.
 AG6396
 AG6396.The dynamic height is computed by dividing the NAVD 88
 AG6396.geopotential number by the normal gravity value computed on the
 AG6396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6396.degrees latitude (g = 980.6199 gals.).
 AG6396
 AG6396.The modeled gravity was interpolated from observed gravity values.
 AG6396
 AG6396;                    North         East    Units  Estimated Accuracy
 AG6396;SPC FL W     -   350,570.      129,820.      MT  (+/- 180 meters Scaled)
 AG6396
 AG6396                          SUPERSEDED SURVEY CONTROL
 AG6396
 AG6396  NGVD 29 (09/01/92)    2.479  (m)            8.13   (f) ADJUSTED    2 1
 AG6396
 AG6396.Superseded values are not recommended for survey control.
 AG6396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6396.See file dsdata.txt to determine how the superseded data were derived.
 AG6396
 AG6396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310425(NAD 83)
 AG6396_MARKER: DD = SURVEY DISK
 AG6396_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG6396_SP_SET: PREFAB CONC. POST IN EARTH
 AG6396_STAMPING: 82
 AG6396_MARK LOGO: FL-081
 AG6396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6396+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 AG6396
 AG6396  HISTORY     - Date     Condition        Report By
 AG6396  HISTORY     - 1975     MONUMENTED       FL-081
 AG6396  HISTORY     - 1975     GOOD             NGS
 AG6396  HISTORY     - 1979     GOOD             FLDNR
 AG6396  HISTORY     - 1983     GOOD             USPSQD
 AG6396  HISTORY     - 1983     GOOD             FLDNR
 AG6396  HISTORY     - 19900616 GOOD             FLDNR
 AG6396  HISTORY     - 20020302 GOOD             USPSQD
 AG6396  HISTORY     - 20020417 GOOD             FLDEP
 AG6396  HISTORY     - 20040310 POOR             USPSQD
 AG6396  HISTORY     - 20060315 POOR             USPSQD
 AG6396
 AG6396                          STATION DESCRIPTION
 AG6396
 AG6396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG6396'IN ANNA MARIA KEY.
 AG6396'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6396'AT THE COUNTY PARK.  THE MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF
 AG6396'THE STEPS, 188 FEET SOUTHEAST OF MARK NO 1 1975, AND 19.5 FEET
 AG6396'NORTHWEST OF NORTHWEST CORNER OF THE WALL AROUND A PATIO, AND 47.5
 AG6396'FEET WEST OF THE CONCESSION STAND.
 AG6396
 AG6396                          STATION RECOVERY (1979)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6396'BEGIN AT ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6396'789 AT THE COUNTY PARK. THE MARK BEARS 188 FEET SOUTHEAST OF MARK NO 1
 AG6396'1975, AND 19.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WALL
 AG6396'AROUND A PATIO, AND 47.5 FEET WEST OF THE CONCESSION STAND. IT IS
 AG6396'LOCATED NEAR THE SOUTHWEST CORNER OF THE STEPS, SET BY MANATEE COUNTY.
 AG6396
 AG6396                          STATION RECOVERY (1983)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6396'RECOVERED IN GOOD CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (1983)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6396'RECOVERED IN GOOD CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (1990)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6396'RECOVERED IN GOOD CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (2002)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6396'ALSO FOUND NO2 AND NO3 AT NORTH END OF BUILDING
 AG6396
 AG6396                          STATION RECOVERY (2002)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG6396'RECOVERED AS DESCRIBED.
 AG6396
 AG6396                          STATION RECOVERY (2004)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 2004 (ELS)
 AG6396'MARK IS IN A SQUARE CONCRETE MONUMENT THAT HAS HAD ABOUT HALF CHIPPED
 AG6396'AWAY.  DISK IS STILL SOLID IN MONUMENT, BUT COULD BE EASILY REMOVED.
 AG6396'MAINTENANCE SHOULD BE DONE TO MONUMENT TO SAVE THE MARK. MARK IS ABOUT
 AG6396'6 INCHES ABOVE SAND LEVEL.  POOR CONDITION.  WOULD BE GOOD FOR GPS.
 AG6396
 AG6396                          STATION RECOVERY (2006)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG6396'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7200 ***********************************************************************
 AK7200  DESIGNATION -  82
 AK7200  PID         -  AK7200
 AK7200  STATE/COUNTY-  FL/ORANGE
 AK7200  USGS QUAD   -  OVIEDO SW (1980)
 AK7200
 AK7200                         *CURRENT SURVEY CONTROL
 AK7200  ___________________________________________________________________
 AK7200* NAD 83(1986)-  28 33 52.     (N)    081 08 32.     (W)     SCALED    
 AK7200* NAVD 88     -        17.137  (meters)      56.22   (feet)  ADJUSTED  
 AK7200  ___________________________________________________________________
 AK7200  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AK7200  DYNAMIC HT  -          17.112 (meters)      56.14  (feet)  COMP
 AK7200  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 AK7200
 AK7200  VERT ORDER  -  SECOND    CLASS I
 AK7200
 AK7200.The horizontal coordinates were scaled from a topographic map and have
 AK7200.an estimated accuracy of +/- 6 seconds.
 AK7200
 AK7200.The orthometric height was determined by differential leveling
 AK7200.and adjusted by the National Geodetic Survey in December 1995..
 AK7200
 AK7200.The geoid height was determined by GEOID03.
 AK7200
 AK7200.The dynamic height is computed by dividing the NAVD 88
 AK7200.geopotential number by the normal gravity value computed on the
 AK7200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7200.degrees latitude (g = 980.6199 gals.).
 AK7200
 AK7200.The modeled gravity was interpolated from observed gravity values.
 AK7200
 AK7200;                    North         East    Units  Estimated Accuracy
 AK7200;SPC FL E     -   468,770.      186,090.      MT  (+/- 180 meters Scaled)
 AK7200
 AK7200                          SUPERSEDED SURVEY CONTROL
 AK7200
 AK7200.No superseded survey control is available for this station.
 AK7200
 AK7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM860597(NAD 83)
 AK7200_MARKER: DD = SURVEY DISK
 AK7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7200_SP_SET: SQUARE CONCRETE MONUMENT
 AK7200_STAMPING: B.M. 82 ELEV. 57.63
 AK7200_MARK LOGO: FLDT  
 AK7200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7200+STABILITY: SURFACE MOTION
 AK7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7200+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AK7200
 AK7200  HISTORY     - Date     Condition        Report By
 AK7200  HISTORY     - UNK      MONUMENTED       FLDT
 AK7200  HISTORY     - 19900326 GOOD             FL-095
 AK7200  HISTORY     - 19970220 GOOD             FLDEP
 AK7200  HISTORY     - 19980322 MARK NOT FOUND   USPSQD
 AK7200
 AK7200                          STATION DESCRIPTION
 AK7200
 AK7200'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7200'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7200'SOUTH SIDE OF STATE HWY 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER
 AK7200'LINE OF STATE HWY 50, ABOUT 0.30 MI (0.48 KM) WEST OF FLDT BM STAMPED
 AK7200'50-88A-18.  T22S, R32E, SECTION 20. (DESCRIPTION SOURCE--THE ORANGE
 AK7200'COUNTY ENGINEERING DEPARTMENT.)
 AK7200
 AK7200                          STATION RECOVERY (1997)
 AK7200
 AK7200'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AK7200'THE MARK IS ABOUT 16.0 MI (25.7 KM) EAST OF ORLANDO, 0.8 MI (1.3 KM)
 AK7200'WEST OF BITHLO ON THE SOUTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN
 AK7200'SECTION 20, TOWNSHIP 22 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM
 AK7200'THE JUNCTION OF STATE ROAD 50 (COLONIAL DRIVE) AND STATE ROAD 419
 AK7200'(CHULUOTA ROAD) ON THE WEST SIDE OF BITHLO, GO WEST ON STATE ROAD 50
 AK7200'(COLONIAL DRIVE) FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, SET IN
 AK7200'THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT IMBEDDED INTO THE GROUND,
 AK7200'FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 50. LOCATED 99.7 FT
 AK7200'(30.4 M) SOUTH OF THE CENTERLINE OF STATE ROAD 50, 3.2 FT (1.0 M)
 AK7200'SOUTH OF POWER POLE NUMBER R11CC-11923 WITH 2 GUY WIRES ATTACHED AND
 AK7200'0.4 FT (12.2 CM) NORTH OF A METAL WITNESS POST.
 AK7200
 AK7200                          STATION RECOVERY (1998)
 AK7200
 AK7200'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7104 ***********************************************************************
 AG7104  DESIGNATION -  82 C OF SP
 AG7104  PID         -  AG7104
 AG7104  STATE/COUNTY-  FL/PINELLAS
 AG7104  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7104
 AG7104                         *CURRENT SURVEY CONTROL
 AG7104  ___________________________________________________________________
 AG7104* NAD 83(1986)-  27 43 14.     (N)    082 38 53.     (W)     SCALED    
 AG7104* NAVD 88     -         4.736  (meters)      15.54   (feet)  ADJUSTED  
 AG7104  ___________________________________________________________________
 AG7104  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG7104  DYNAMIC HT  -           4.729 (meters)      15.52  (feet)  COMP
 AG7104  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AG7104
 AG7104  VERT ORDER  -  SECOND    CLASS II
 AG7104
 AG7104.The horizontal coordinates were scaled from a topographic map and have
 AG7104.an estimated accuracy of +/- 6 seconds.
 AG7104
 AG7104.The orthometric height was determined by differential leveling
 AG7104.and adjusted by the National Geodetic Survey in June 1991..
 AG7104
 AG7104.The geoid height was determined by GEOID03.
 AG7104
 AG7104.The dynamic height is computed by dividing the NAVD 88
 AG7104.geopotential number by the normal gravity value computed on the
 AG7104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7104.degrees latitude (g = 980.6199 gals.).
 AG7104
 AG7104.The modeled gravity was interpolated from observed gravity values.
 AG7104
 AG7104;                    North         East    Units  Estimated Accuracy
 AG7104;SPC FL W     -   375,410.      136,100.      MT  (+/- 180 meters Scaled)
 AG7104
 AG7104                          SUPERSEDED SURVEY CONTROL
 AG7104
 AG7104  NGVD 29 (??/??/92)    5.021  (m)           16.47   (f) ADJ UNCH    2 2
 AG7104
 AG7104.Superseded values are not recommended for survey control.
 AG7104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7104.See file dsdata.txt to determine how the superseded data were derived.
 AG7104
 AG7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL375673(NAD 83)
 AG7104_MARKER: DD = SURVEY DISK
 AG7104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7104_SP_SET: CONCRETE POST
 AG7104_PROJECTION: FLUSH
 AG7104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7104+STABILITY: SURFACE MOTION
 AG7104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7104+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 AG7104
 AG7104  HISTORY     - Date     Condition        Report By
 AG7104  HISTORY     - UNK      MONUMENTED       FL2730
 AG7104  HISTORY     - 1977     GOOD             FL-103
 AG7104  HISTORY     - 19980321 GOOD             USPSQD
 AG7104  HISTORY     - 20031027 GOOD             USPSQD
 AG7104
 AG7104                          STATION DESCRIPTION
 AG7104
 AG7104'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7104'IN ST PETERSBURG.
 AG7104'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7104'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON
 AG7104'54TH AVE. S. FOR 2.00 MILES TO ARAGON WAY S. TURN LEFT AND RUN NORTH
 AG7104'AND NORTHWESTERLY ON ARAGON WAY S. FOR 0.10 MILE TO ALCAZAR WAY S.
 AG7104'STATION ON LEFT, IN THE WEST CORNER, 50.5 FT. S.W. OF ARAGON WAY S.,
 AG7104'33.2 FT. N.N.W. OF ALCAZAR WAY S., 83.4 FT. EAST OF THE S.E. CORNER
 AG7104'OF A ONE STORY BLOCK HOUSE 5131 ALCAZAR WAY S., 51.3 FT. N.N.W. OF A
 AG7104'21 INCH PINE TREE, 15.2 FT. W.N.W. OF A LIGHT POLE NUMBER 1A-64659,
 AG7104'15.6 FT. WEST OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST
 AG7104'THAT IS FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
 AG7104
 AG7104                          STATION RECOVERY (1998)
 AG7104
 AG7104'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7104'RECOVERED IN GOOD CONDITION.
 AG7104
 AG7104                          STATION RECOVERY (2003)
 AG7104
 AG7104'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9868 ***********************************************************************
 AC9868  DESIGNATION -  82 JAS
 AC9868  PID         -  AC9868
 AC9868  STATE/COUNTY-  FL/MARION
 AC9868  USGS QUAD   -  HALFMOON LAKE (1993)
 AC9868
 AC9868                         *CURRENT SURVEY CONTROL
 AC9868  ___________________________________________________________________
 AC9868* NAD 83(1986)-  29 10 18.     (N)    081 51 14.     (W)     SCALED    
 AC9868* NAVD 88     -        21.339  (meters)      70.01   (feet)  ADJUSTED  
 AC9868  ___________________________________________________________________
 AC9868  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AC9868  DYNAMIC HT  -          21.309 (meters)      69.91  (feet)  COMP
 AC9868  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 AC9868
 AC9868  VERT ORDER  -  SECOND    CLASS I
 AC9868
 AC9868.The horizontal coordinates were scaled from a topographic map and have
 AC9868.an estimated accuracy of +/- 6 seconds.
 AC9868
 AC9868.The orthometric height was determined by differential leveling
 AC9868.and adjusted by the National Geodetic Survey in September 1997..
 AC9868
 AC9868.Photographs are available for this station.
 AC9868
 AC9868.The geoid height was determined by GEOID03.
 AC9868
 AC9868.The dynamic height is computed by dividing the NAVD 88
 AC9868.geopotential number by the normal gravity value computed on the
 AC9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9868.degrees latitude (g = 980.6199 gals.).
 AC9868
 AC9868.The modeled gravity was interpolated from observed gravity values.
 AC9868
 AC9868;                    North         East    Units  Estimated Accuracy
 AC9868;SPC FL W     -   536,070.      214,210.      MT  (+/- 180 meters Scaled)
 AC9868
 AC9868                          SUPERSEDED SURVEY CONTROL
 AC9868
 AC9868.No superseded survey control is available for this station.
 AC9868
 AC9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN169273(NAD 83)
 AC9868_MARKER: DB = BENCH MARK DISK
 AC9868_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9868_SP_SET: HEADWALL
 AC9868_STAMPING: 82 JAS 1966 71
 AC9868_MARK LOGO: USGS  
 AC9868_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9868+STABILITY: SURFACE MOTION
 AC9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9868+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 AC9868
 AC9868  HISTORY     - Date     Condition        Report By
 AC9868  HISTORY     - 1966     MONUMENTED       USGS
 AC9868  HISTORY     - 19960815 GOOD             FLDEP
 AC9868  HISTORY     - 20030601 GOOD             FLDEP
 AC9868
 AC9868                          STATION DESCRIPTION
 AC9868
 AC9868'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9868'THE MARK IS ABOUT 19.6 MI (31.5 KM) WEST OF ASTOR, 2.0 MI (3.2 KM)
 AC9868'EAST OF LYNNE IN SECTION 24, TOWNSHIP 15 SOUTH, RANGE 24 EAST. TO
 AC9868'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9868'CORNER, GO EAST ON STATE ROAD 40 FOR 2.25 MI (3.62 KM) TO THE MARK ON
 AC9868'THE RIGHT, SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT
 AC9868'HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 40, 193.5
 AC9868'FT (59.0 M) WEST OF THE WESTERN ENTRANCE TO CHARLES AUTO CENTER, 24.5
 AC9868'FT (7.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 40, 11.6
 AC9868'FT (3.5 M) WEST OF THE EAST END OF THE CULVERT HEADWALL AND 1.0 FT
 AC9868'(0.3 M) NORTHWEST OF A METAL WITNESS POST.
 AC9868
 AC9868                          STATION RECOVERY (2003)
 AC9868
 AC9868'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9868'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9935 ***********************************************************************
 DE9935  DESIGNATION -  82 T
 DE9935  PID         -  DE9935
 DE9935  STATE/COUNTY-  FL/SEMINOLE
 DE9935  USGS QUAD   -  CASSELBERRY (1980)
 DE9935
 DE9935                         *CURRENT SURVEY CONTROL
 DE9935  ___________________________________________________________________
 DE9935* NAD 83(1986)-  28 40 38.     (N)    081 20 57.     (W)     SCALED    
 DE9935* NAVD 88     -        25.246  (meters)      82.83   (feet)  ADJUSTED  
 DE9935  ___________________________________________________________________
 DE9935  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DE9935  DYNAMIC HT  -          25.210 (meters)      82.71  (feet)  COMP
 DE9935  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 DE9935
 DE9935  VERT ORDER  -  SECOND    CLASS I
 DE9935
 DE9935.The horizontal coordinates were scaled from a topographic map and have
 DE9935.an estimated accuracy of +/- 6 seconds.
 DE9935
 DE9935.The orthometric height was determined by differential leveling
 DE9935.and adjusted by the National Geodetic Survey in November 2003..
 DE9935
 DE9935.The geoid height was determined by GEOID03.
 DE9935
 DE9935.The dynamic height is computed by dividing the NAVD 88
 DE9935.geopotential number by the normal gravity value computed on the
 DE9935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9935.degrees latitude (g = 980.6199 gals.).
 DE9935
 DE9935.The modeled gravity was interpolated from observed gravity values.
 DE9935
 DE9935;                    North         East    Units  Estimated Accuracy
 DE9935;SPC FL E     -   481,310.      165,870.      MT  (+/- 180 meters Scaled)
 DE9935
 DE9935                          SUPERSEDED SURVEY CONTROL
 DE9935
 DE9935.No superseded survey control is available for this station.
 DE9935
 DE9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM658722(NAD 83)
 DE9935_MARKER: DE = TRAVERSE STATION DISK
 DE9935_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE9935_STAMPING: 82 T
 DE9935_MARK LOGO: NONE  
 DE9935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9935+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9935
 DE9935  HISTORY     - Date     Condition        Report By
 DE9935  HISTORY     - 1997     MONUMENTED       FLDEP
 DE9935
 DE9935                          STATION DESCRIPTION
 DE9935
 DE9935'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 DE9935'THE MARK IS ABOUT 1.5 MI (2.4 KM) SOUTH OF THE INTERSECTION OF STATE
 DE9935'ROAD 434 AND COUNTY ROAD 427 IN LONGWOOD, IN SECTION 7, TOWNSHIP 21
 DE9935'SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE POST OFFICE ON WEKIVA
 DE9935'SPRINGS ROAD IN LONGWOOD, GO SOUTHEASTERLY ON WEKIVA SPRINGS ROAD FOR
 DE9935'1.3 MI (2.1 KM) TO THE INTERSECTION OF STATE ROAD 434, TURN LEFT ON
 DE9935'STATE ROAD 434 AND GO EAST FOR 3.7 MI (6.0 KM) TO THE INTERSECTION OF
 DE9935'COUNTY ROAD 427, TURN RIGHT ON COUNTY ROAD 427 AND GO SOUTH FOR 1.4 MI
 DE9935'(2.3 KM) TO THE SEABOARD COASTLINE RAILROAD AND THE MARK ON THE LEFT,
 DE9935'SET IN THE TOP OF A PREFABRICATED CONCRETE POST RECESSED ABOUT 1.0 FT
 DE9935'(0.3 M) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW
 DE9935'THE LEVEL OF COUNTY ROAD 427. LOCATED 26.2 FT (8.0 M) SOUTHEAST OF THE
 DE9935'APPROXIMATE CENTERLINE OF COUNTY ROAD 427, 20.8 FT (6.3 M) WEST OF THE
 DE9935'WEST RAIL OF THE RAILROAD TRACKS, 14.7 FT (4.5 M) SOUTH OF A RAILROAD
 DE9935'CROSSING SIGNAL FOR COUNTY ROAD 427 NORTHBOUND LANES AND 1.7 FT (0.5
 DE9935'M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0857 ***********************************************************************
 AS0857  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0857  DESIGNATION -  827 8957 A TIDAL
 AS0857  PID         -  AS0857
 AS0857  STATE/COUNTY-  FL/GULF
 AS0857  USGS QUAD   -  OVERSTREET (1982)
 AS0857
 AS0857                         *CURRENT SURVEY CONTROL
 AS0857  ___________________________________________________________________
 AS0857* NAD 83(1986)-  29 59 55.     (N)    085 22 12.     (W)     SCALED    
 AS0857* NAVD 88     -         2.206  (meters)       7.24   (feet)  ADJUSTED  
 AS0857  ___________________________________________________________________
 AS0857  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AS0857  DYNAMIC HT  -           2.203 (meters)       7.23  (feet)  COMP
 AS0857  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 AS0857
 AS0857  VERT ORDER  -  SECOND    CLASS I
 AS0857
 AS0857.The horizontal coordinates were scaled from a topographic map and have
 AS0857.an estimated accuracy of +/- 6 seconds.
 AS0857
 AS0857.The orthometric height was determined by differential leveling
 AS0857.and adjusted by the National Geodetic Survey in June 1991..
 AS0857
 AS0857.This Tidal Bench Mark is designated as VM 9920
 AS0857.by the Center for Operational Oceanographic Products and Services.
 AS0857
 AS0857.The geoid height was determined by GEOID03.
 AS0857
 AS0857.The dynamic height is computed by dividing the NAVD 88
 AS0857.geopotential number by the normal gravity value computed on the
 AS0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0857.degrees latitude (g = 980.6199 gals.).
 AS0857
 AS0857.The modeled gravity was interpolated from observed gravity values.
 AS0857
 AS0857;                    North         East    Units  Estimated Accuracy
 AS0857;SPC FL N     -   111,010.      516,060.      MT  (+/- 180 meters Scaled)
 AS0857
 AS0857                          SUPERSEDED SURVEY CONTROL
 AS0857
 AS0857.No superseded survey control is available for this station.
 AS0857
 AS0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU572197(NAD 83)
 AS0857_MARKER: DJ = TIDAL STATION DISK
 AS0857_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AS0857+WITH SETTING: PAVEMENT
 AS0857_SP_SET: CONCRETE BASE
 AS0857_STAMPING: 8957 A 1976
 AS0857_MARK LOGO: NOS   
 AS0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0857+STABILITY: SURFACE MOTION
 AS0857
 AS0857  HISTORY     - Date     Condition        Report By
 AS0857  HISTORY     - 1976     MONUMENTED       NOS
 AS0857  HISTORY     - 1985     GOOD             FLDNR
 AS0857  HISTORY     - 1991     GOOD             USPSQD
 AS0857  HISTORY     - 19940901 GOOD             USPSQD
 AS0857  HISTORY     - 19990420 MARK NOT FOUND   USPSQD
 AS0857
 AS0857                          STATION DESCRIPTION
 AS0857
 AS0857'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0857'5.5 MI NORTH FROM MEXICO BEACH.
 AS0857'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 5.5
 AS0857'MILES NORTH ON STATE ROAD 386 TO THE FLOATING BRIDGE OVER THE
 AS0857'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS SET IN THE CONCRETE
 AS0857'BASE FOR THE EASTSIDE TRAFFIC GATE, 29 FEET NORTH OF THE BRIDGE
 AS0857'TENDERS BUILDING, 14.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 AS0857'14 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE.
 AS0857
 AS0857                          STATION RECOVERY (1991)
 AS0857
 AS0857'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0857'RECOVERED IN GOOD CONDITION.
 AS0857
 AS0857                          STATION RECOVERY (1994)
 AS0857
 AS0857'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0857'RECOVERED IN GOOD CONDITION.
 AS0857
 AS0857                          STATION RECOVERY (1999)
 AS0857
 AS0857'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7106 ***********************************************************************
 AG7106  DESIGNATION -  83 C OF SP
 AG7106  PID         -  AG7106
 AG7106  STATE/COUNTY-  FL/PINELLAS
 AG7106  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7106
 AG7106                         *CURRENT SURVEY CONTROL
 AG7106  ___________________________________________________________________
 AG7106* NAD 83(1986)-  27 43 09.     (N)    082 38 46.     (W)     SCALED    
 AG7106* NAVD 88     -         4.498  (meters)      14.76   (feet)  ADJUSTED  
 AG7106  ___________________________________________________________________
 AG7106  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG7106  DYNAMIC HT  -           4.492 (meters)      14.74  (feet)  COMP
 AG7106  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 AG7106
 AG7106  VERT ORDER  -  SECOND    CLASS II
 AG7106
 AG7106.The horizontal coordinates were scaled from a topographic map and have
 AG7106.an estimated accuracy of +/- 6 seconds.
 AG7106
 AG7106.The orthometric height was determined by differential leveling
 AG7106.and adjusted by the National Geodetic Survey in June 1991..
 AG7106
 AG7106.The geoid height was determined by GEOID03.
 AG7106
 AG7106.The dynamic height is computed by dividing the NAVD 88
 AG7106.geopotential number by the normal gravity value computed on the
 AG7106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7106.degrees latitude (g = 980.6199 gals.).
 AG7106
 AG7106.The modeled gravity was interpolated from observed gravity values.
 AG7106
 AG7106;                    North         East    Units  Estimated Accuracy
 AG7106;SPC FL W     -   375,260.      136,290.      MT  (+/- 180 meters Scaled)
 AG7106
 AG7106                          SUPERSEDED SURVEY CONTROL
 AG7106
 AG7106  NGVD 29 (??/??/92)    4.783  (m)           15.69   (f) ADJ UNCH    2 2
 AG7106
 AG7106.Superseded values are not recommended for survey control.
 AG7106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7106.See file dsdata.txt to determine how the superseded data were derived.
 AG7106
 AG7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL377671(NAD 83)
 AG7106_MARKER: DD = SURVEY DISK
 AG7106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7106_SP_SET: CONCRETE POST
 AG7106_PROJECTION: RECESSED 5 CENTIMETERS
 AG7106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7106+STABILITY: SURFACE MOTION
 AG7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7106+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 AG7106
 AG7106  HISTORY     - Date     Condition        Report By
 AG7106  HISTORY     - UNK      MONUMENTED       FL2730
 AG7106  HISTORY     - 1977     GOOD             FL-103
 AG7106  HISTORY     - 19980321 GOOD             USPSQD
 AG7106  HISTORY     - 20031027 GOOD             USPSQD
 AG7106
 AG7106                          STATION DESCRIPTION
 AG7106
 AG7106'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7106'IN ST PETERSBURG.
 AG7106'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST.
 AG7106'S. AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19 A, RUN EASTERLY
 AG7106'ON 54TH AVE. S. FOR 2.05 MILES TO 9TH ST. S. STATION ON LEFT, IN THE
 AG7106'N.E. CORNER, 47.6 FT. NORTH OF THE CENTERLINE OF 54TH AVE. S., 41.8
 AG7106'FT. EAST OF THE CENTERLINE OF 9TH ST. S., 48.6 FT. S.W. OF THE S.W.
 AG7106'CORNER OF A ONE STORY BLOCK HOUSE 5380 9TH ST. S., 15.7 FT. S.W. OF A
 AG7106'10 INCH PALM TREE, 2.4 FT. S.E. OF A CONCRETE POWER AND SIGNAL LIGHT
 AG7106'POLE NO NUMBER, 1.4 FT. N.E. OF THE BACK OF CURB. SET IN THE TOP OF A
 AG7106'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.  NO STAMPING ON
 AG7106'DISK.
 AG7106
 AG7106                          STATION RECOVERY (1998)
 AG7106
 AG7106'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7106'RECOVERED IN GOOD CONDITION.
 AG7106
 AG7106                          STATION RECOVERY (2003)
 AG7106
 AG7106'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7106'THE PALM TREE NO LONGER EXISTS. THE STATION IS 1.8 FT. SE OF A
 AG7106'CONCRETE POWER AND SIGNAL POLE AND FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2601 ***********************************************************************
 AQ2601  DESIGNATION -  83 JAS
 AQ2601  PID         -  AQ2601
 AQ2601  STATE/COUNTY-  FL/MARION
 AQ2601  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2601
 AQ2601                         *CURRENT SURVEY CONTROL
 AQ2601  ___________________________________________________________________
 AQ2601* NAD 83(1986)-  29 10 50.     (N)    081 39 02.     (W)     SCALED    
 AQ2601* NAVD 88     -         8.107  (meters)      26.60   (feet)  ADJUSTED  
 AQ2601  ___________________________________________________________________
 AQ2601  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ2601  DYNAMIC HT  -           8.096 (meters)      26.56  (feet)  COMP
 AQ2601  MODELED GRAV-     979,240.2   (mgal)                       NAVD 88
 AQ2601
 AQ2601  VERT ORDER  -  SECOND    CLASS I
 AQ2601
 AQ2601.The horizontal coordinates were scaled from a topographic map and have
 AQ2601.an estimated accuracy of +/- 6 seconds.
 AQ2601
 AQ2601.The orthometric height was determined by differential leveling
 AQ2601.and adjusted by the National Geodetic Survey in September 1997..
 AQ2601
 AQ2601.Photographs are available for this station.
 AQ2601
 AQ2601.The geoid height was determined by GEOID03.
 AQ2601
 AQ2601.The dynamic height is computed by dividing the NAVD 88
 AQ2601.geopotential number by the normal gravity value computed on the
 AQ2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2601.degrees latitude (g = 980.6199 gals.).
 AQ2601
 AQ2601.The modeled gravity was interpolated from observed gravity values.
 AQ2601
 AQ2601;                    North         East    Units  Estimated Accuracy
 AQ2601;SPC FL W     -   537,090.      233,990.      MT  (+/- 180 meters Scaled)
 AQ2601
 AQ2601                          SUPERSEDED SURVEY CONTROL
 AQ2601
 AQ2601  NAVD 88 (??/??/92)    8.107  (m)           26.60   (f) UNKNOWN     3 0
 AQ2601
 AQ2601.Superseded values are not recommended for survey control.
 AQ2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2601.See file dsdata.txt to determine how the superseded data were derived.
 AQ2601
 AQ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN367281(NAD 83)
 AQ2601_MARKER: DD = SURVEY DISK
 AQ2601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2601_SP_SET: CULVERT HEADWALL
 AQ2601_STAMPING: 83 JAS 1966 28
 AQ2601_MARK LOGO: USGS  
 AQ2601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2601+STABILITY: SURFACE MOTION
 AQ2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2601+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AQ2601
 AQ2601  HISTORY     - Date     Condition        Report By
 AQ2601  HISTORY     - 1966     MONUMENTED       USGS
 AQ2601  HISTORY     - 1985     GOOD             FLDNR
 AQ2601  HISTORY     - 19960814 GOOD             FLDEP
 AQ2601  HISTORY     - 19970301 GOOD             USPSQD
 AQ2601  HISTORY     - 20040415 GOOD             FLDEP
 AQ2601
 AQ2601                          STATION DESCRIPTION
 AQ2601
 AQ2601'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2601'8.8 MI WEST FROM ASTOR.
 AQ2601'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2601'MILES WEST OF ASTOR), GO 0.9 MILE NORTH ON STATE ROAD 19 TO THE MARK.
 AQ2601'THE MARK IS SET IN THE TOP OF THE NORTHWEST END OF A CONCRETE CULVERT
 AQ2601'HEADWALL ON THE NORTHEAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2601'SOUTHEAST OF A WITNESS POST.
 AQ2601'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2601
 AQ2601                          STATION RECOVERY (1996)
 AQ2601
 AQ2601'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2601'THE MARK IS ABOUT 13.4 MI (21.6 KM) SOUTHEAST OF SALT SPRINGS, 7.3 MI
 AQ2601'(11.7 KM) WEST-NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH,
 AQ2601'RANGE 26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO
 AQ2601'WEST ON STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF
 AQ2601'STATE ROAD 19, TURN RIGHT ON STATE ROAD 19 AND GO NORTH FOR 0.95 MI
 AQ2601'(1.53 KM) TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE
 AQ2601'CONCRETE CULVERT HEADWALL ABOUT 0.5 FT (15.2 CM) BELOW THE LEVEL OF
 AQ2601'STATE ROAD 19, 20.2 FT (6.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 AQ2601'OF STATE ROAD 19, 11.9 FT (3.6 M) NORTH OF THE SOUTH END OF THE
 AQ2601'CULVERT HEADWALL AND 0.7 FT (21.3 CM) SOUTH OF A CARSONITE WITNESS
 AQ2601'POST.
 AQ2601
 AQ2601                          STATION RECOVERY (1997)
 AQ2601
 AQ2601'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2601'RECOVERED IN GOOD CONDITION.
 AQ2601
 AQ2601                          STATION RECOVERY (2004)
 AQ2601
 AQ2601'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2601'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0552 ***********************************************************************
 AS0552  DESIGNATION -  84 00 1000 R
 AS0552  PID         -  AS0552
 AS0552  STATE/COUNTY-  FL/FRANKLIN
 AS0552  USGS QUAD   -  NEW INLET (1981)
 AS0552
 AS0552                         *CURRENT SURVEY CONTROL
 AS0552  ___________________________________________________________________
 AS0552* NAD 83(1986)-  29 36 49.     (N)    084 57 45.     (W)     SCALED    
 AS0552* NAVD 88     -         1.377  (meters)       4.52   (feet)  ADJUSTED  
 AS0552  ___________________________________________________________________
 AS0552  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0552  DYNAMIC HT  -           1.376 (meters)       4.51  (feet)  COMP
 AS0552  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 AS0552
 AS0552  VERT ORDER  -  SECOND    CLASS I
 AS0552
 AS0552.The horizontal coordinates were scaled from a topographic map and have
 AS0552.an estimated accuracy of +/- 6 seconds.
 AS0552
 AS0552.The orthometric height was determined by differential leveling
 AS0552.and adjusted by the National Geodetic Survey in June 1991..
 AS0552
 AS0552.The geoid height was determined by GEOID03.
 AS0552
 AS0552.The dynamic height is computed by dividing the NAVD 88
 AS0552.geopotential number by the normal gravity value computed on the
 AS0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0552.degrees latitude (g = 980.6199 gals.).
 AS0552
 AS0552.The modeled gravity was interpolated from observed gravity values.
 AS0552
 AS0552;                    North         East    Units  Estimated Accuracy
 AS0552;SPC FL N     -    68,110.      555,200.      MT  (+/- 180 meters Scaled)
 AS0552
 AS0552                          SUPERSEDED SURVEY CONTROL
 AS0552
 AS0552.No superseded survey control is available for this station.
 AS0552
 AS0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT972777(NAD 83)
 AS0552_MARKER: DB = BENCH MARK DISK
 AS0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0552_SP_SET: CONCRETE POST
 AS0552_STAMPING: 84 00 1000 R 1955
 AS0552_MARK LOGO: USE   
 AS0552_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0552+STABILITY: SURFACE MOTION
 AS0552
 AS0552  HISTORY     - Date     Condition        Report By
 AS0552  HISTORY     - 1955     MONUMENTED       USE
 AS0552  HISTORY     - 1987     GOOD             FLDNR
 AS0552  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0552
 AS0552                          STATION DESCRIPTION
 AS0552
 AS0552'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0552'8.0 MI SOUTH FROM APALACHICOLA.
 AS0552'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES
 AS0552'NORTHEAST ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY
 AS0552'OF THE MARK.  THE MARK IS LOCATED IN A GROVE OF PALM TREES.  THE MARK
 AS0552'BEARS 0.15 MILE SOUTHWEST OF THE INLET, 2.0 FEET WEST OF A STEEL
 AS0552'PIPE, 14.2 FEET NORTH-NORTHWEST OF A PALM TREE, 34.5 FEET EAST-
 AS0552'SOUTHEAST OF A PALM TREE, 52.0 FEET NORTH OF A PALM TREE, AND 94.9
 AS0552'FEET NORTH OF 290844 AA 2 1975.
 AS0552'THE MARK IS 1.9 FT  S FROM A WITNESS POST.
 AS0552
 AS0552                          STATION RECOVERY (1998)
 AS0552
 AS0552'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7373 ***********************************************************************
 AG7373  DESIGNATION -  84 ERS USGS RESET 1978
 AG7373  PID         -  AG7373
 AG7373  STATE/COUNTY-  FL/CHARLOTTE
 AG7373  USGS QUAD   -  PUNTA GORDA (1987)
 AG7373
 AG7373                         *CURRENT SURVEY CONTROL
 AG7373  ___________________________________________________________________
 AG7373* NAD 83(1986)-  26 58 50.     (N)    082 01 21.     (W)     SCALED    
 AG7373* NAVD 88     -         2.19   (+/-2cm)       7.2    (feet)  VERTCON   
 AG7373  ___________________________________________________________________
 AG7373  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AG7373
 AG7373  VERT ORDER  -  THIRD (See Below)
 AG7373
 AG7373.The horizontal coordinates were scaled from a topographic map and have
 AG7373.an estimated accuracy of +/- 6 seconds.
 AG7373
 AG7373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG7373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG7373.The vertical order pertains to the NGVD 29 superseded value.
 AG7373
 AG7373.The geoid height was determined by GEOID03.
 AG7373
 AG7373;                    North         East    Units  Estimated Accuracy
 AG7373;SPC FL W     -   293,250.      197,770.      MT  (+/- 180 meters Scaled)
 AG7373
 AG7373                          SUPERSEDED SURVEY CONTROL
 AG7373
 AG7373  NGVD 29 (08/19/04)    2.53   (m)            8.3    (f) RESET       3  
 AG7373
 AG7373.Superseded values are not recommended for survey control.
 AG7373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7373.See file dsdata.txt to determine how the superseded data were derived.
 AG7373
 AG7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK985846(NAD 83)
 AG7373_MARKER: DB = BENCH MARK DISK
 AG7373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG7373_STAMPING: 84 ERS RESET 1978
 AG7373_PROJECTION: FLUSH
 AG7373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7373+STABILITY: SURFACE MOTION
 AG7373
 AG7373  HISTORY     - Date     Condition        Report By
 AG7373  HISTORY     - 1978     MONUMENTED       NGS
 AG7373  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7373
 AG7373                          STATION DESCRIPTION
 AG7373
 AG7373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7373'6.3 MI NE FROM PUNTA GORDA.
 AG7373'2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AG7373'OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE 3.65 MILES EAST
 AG7373'ALONG STATE HIGHWAY 776, 200.0 FEET SOUTH-SOUTHEAST OF THE
 AG7373'CENTERLINE OF STATE HIGHWAY 776, 247.0 FEET EAST OF THE APPROX.
 AG7373'CENTER OF INTERSTATE 75, AND 2.0 FEET SOUTHWEST OF A METAL
 AG7373'WITNESS POST.
 AG7373'THE MARK IS 2.5 FT  N FROM A WITNESS POST.
 AG7373
 AG7373                          STATION RECOVERY (1990)
 AG7373
 AG7373'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2602 ***********************************************************************
 AQ2602  DESIGNATION -  84 JAS
 AQ2602  PID         -  AQ2602
 AQ2602  STATE/COUNTY-  FL/MARION
 AQ2602  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2602
 AQ2602                         *CURRENT SURVEY CONTROL
 AQ2602  ___________________________________________________________________
 AQ2602* NAD 83(1986)-  29 11 42.     (N)    081 39 23.     (W)     SCALED    
 AQ2602* NAVD 88     -         7.244  (meters)      23.77   (feet)  ADJUSTED  
 AQ2602  ___________________________________________________________________
 AQ2602  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ2602  DYNAMIC HT  -           7.234 (meters)      23.73  (feet)  COMP
 AQ2602  MODELED GRAV-     979,242.2   (mgal)                       NAVD 88
 AQ2602
 AQ2602  VERT ORDER  -  SECOND    CLASS I
 AQ2602
 AQ2602.The horizontal coordinates were scaled from a topographic map and have
 AQ2602.an estimated accuracy of +/- 6 seconds.
 AQ2602
 AQ2602.The orthometric height was determined by differential leveling
 AQ2602.and adjusted by the National Geodetic Survey in September 1997..
 AQ2602
 AQ2602.Photographs are available for this station.
 AQ2602
 AQ2602.The geoid height was determined by GEOID03.
 AQ2602
 AQ2602.The dynamic height is computed by dividing the NAVD 88
 AQ2602.geopotential number by the normal gravity value computed on the
 AQ2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2602.degrees latitude (g = 980.6199 gals.).
 AQ2602
 AQ2602.The modeled gravity was interpolated from observed gravity values.
 AQ2602
 AQ2602;                    North         East    Units  Estimated Accuracy
 AQ2602;SPC FL W     -   538,690.      233,420.      MT  (+/- 180 meters Scaled)
 AQ2602
 AQ2602                          SUPERSEDED SURVEY CONTROL
 AQ2602
 AQ2602  NAVD 88 (??/??/92)    7.244  (m)           23.77   (f) UNKNOWN     3 0
 AQ2602
 AQ2602.Superseded values are not recommended for survey control.
 AQ2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2602.See file dsdata.txt to determine how the superseded data were derived.
 AQ2602
 AQ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN361297(NAD 83)
 AQ2602_MARKER: DD = SURVEY DISK
 AQ2602_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2602_SP_SET: CULVERT HEADWALL
 AQ2602_STAMPING: 84 JAS 1966 25
 AQ2602_MARK LOGO: USGS  
 AQ2602_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2602+STABILITY: SURFACE MOTION
 AQ2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2602+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 AQ2602
 AQ2602  HISTORY     - Date     Condition        Report By
 AQ2602  HISTORY     - 1966     MONUMENTED       USGS
 AQ2602  HISTORY     - 1985     GOOD             FLDNR
 AQ2602  HISTORY     - 19960814 GOOD             FLDEP
 AQ2602  HISTORY     - 19970301 GOOD             USPSQD
 AQ2602  HISTORY     - 20040627 GOOD             FLDEP
 AQ2602
 AQ2602                          STATION DESCRIPTION
 AQ2602
 AQ2602'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2602'9.8 MI WNW FROM ASTOR.
 AQ2602'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2602'MILES WEST OF ASTOR), GO 1.9 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2602'MARK.  THE MARK IS SET IN THE TOP OF THE NORTH END OF THE CONCRETE
 AQ2602'CULVERT HEADWALL ON THE EAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2602'SOUTH OF A WITNESS POST.
 AQ2602'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2602
 AQ2602                          STATION RECOVERY (1996)
 AQ2602
 AQ2602'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2602'THE MARK IS ABOUT 12.3 MI (19.8 KM) SOUTHEAST OF SALT SPRINGS, 8.0 MI
 AQ2602'(12.9 KM) WEST-NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH,
 AQ2602'RANGE 26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO
 AQ2602'WEST ON STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF
 AQ2602'STATE ROAD 19, TURN RIGHT ON STATE ROAD 19 AND GO NORTH FOR 2.05 MI
 AQ2602'(3.30 KM) TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE
 AQ2602'CONCRETE CULVERT HEADWALL ABOUT 0.5 FT (15.2 CM) BELOW THE LEVEL OF
 AQ2602'STATE ROAD 19, 20.8 FT (6.3 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AQ2602'STATE ROAD 19, 11.9 FT (3.6 M) NORTH OF THE SOUTH END OF THE CULVERT
 AQ2602'HEADWALL AND 1.0 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST.
 AQ2602
 AQ2602                          STATION RECOVERY (1997)
 AQ2602
 AQ2602'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2602'RECOVERED IN GOOD CONDITION.
 AQ2602
 AQ2602                          STATION RECOVERY (2004)
 AQ2602
 AQ2602'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2602'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1671 ***********************************************************************
 AR1671  DESIGNATION -  84 LD
 AR1671  PID         -  AR1671
 AR1671  STATE/COUNTY-  FL/LEVY
 AR1671  USGS QUAD   -  MANATEE SPRINGS (1988)
 AR1671
 AR1671                         *CURRENT SURVEY CONTROL
 AR1671  ___________________________________________________________________
 AR1671* NAD 83(1986)-  29 25 49.     (N)    082 58 59.     (W)     SCALED    
 AR1671* NAVD 88     -         5.021  (meters)      16.47   (feet)  ADJUSTED  
 AR1671  ___________________________________________________________________
 AR1671  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AR1671  DYNAMIC HT  -           5.014 (meters)      16.45  (feet)  COMP
 AR1671  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 AR1671
 AR1671  VERT ORDER  -  SECOND    CLASS I
 AR1671
 AR1671.The horizontal coordinates were scaled from a topographic map and have
 AR1671.an estimated accuracy of +/- 6 seconds.
 AR1671
 AR1671.The orthometric height was determined by differential leveling
 AR1671.and adjusted by the National Geodetic Survey in June 1991..
 AR1671
 AR1671.The geoid height was determined by GEOID03.
 AR1671
 AR1671.The dynamic height is computed by dividing the NAVD 88
 AR1671.geopotential number by the normal gravity value computed on the
 AR1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1671.degrees latitude (g = 980.6199 gals.).
 AR1671
 AR1671.The modeled gravity was interpolated from observed gravity values.
 AR1671
 AR1671;                    North         East    Units  Estimated Accuracy
 AR1671;SPC FL W     -   565,120.      104,620.      MT  (+/- 180 meters Scaled)
 AR1671
 AR1671                          SUPERSEDED SURVEY CONTROL
 AR1671
 AR1671.No superseded survey control is available for this station.
 AR1671
 AR1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN076572(NAD 83)
 AR1671_MARKER: DB = BENCH MARK DISK
 AR1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1671_SP_SET: CONCRETE POST
 AR1671_STAMPING: 84 LD 1984
 AR1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1671+STABILITY: SURFACE MOTION
 AR1671
 AR1671  HISTORY     - Date     Condition        Report By
 AR1671  HISTORY     - 1984     MONUMENTED       LOCENG
 AR1671  HISTORY     - 1985     GOOD             FLDNR
 AR1671  HISTORY     - 19950419 GOOD             USPSQD
 AR1671
 AR1671                          STATION DESCRIPTION
 AR1671
 AR1671'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1671'11.7 MI SW FROM CHIEFLAND.
 AR1671'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1671'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1671'COUNTY ROAD C-347, GO 5.9 MILES WESTERLY ON C-347 TO THE MARK.  THE
 AR1671'MARK BEARS 39 FEET SOUTH OF THE CENTERLINE OF C-347, 14.5 FEET EAST
 AR1671'OF A TELEPHONE POLE METER BOX, 50 FEET SOUTHEAST OF THE Y-JUNCTION OF
 AR1671'CAMP AZALEA ROAD, 1 FOOT NORTH OF A WITNESS POST, AND IS A SUWANNEE
 AR1671'RIVER WATER MANAGEMENT DISTRICT DISK SET IN THE TOP OF A CONCRETE
 AR1671'POST FLUSH WITH THE GROUND.
 AR1671
 AR1671                          STATION RECOVERY (1995)
 AR1671
 AR1671'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1673 ***********************************************************************
 AR1673  DESIGNATION -  84 LE
 AR1673  PID         -  AR1673
 AR1673  STATE/COUNTY-  FL/LEVY
 AR1673  USGS QUAD   -  VISTA (1993)
 AR1673
 AR1673                         *CURRENT SURVEY CONTROL
 AR1673  ___________________________________________________________________
 AR1673* NAD 83(1986)-  29 24 20.     (N)    083 00 35.     (W)     SCALED    
 AR1673* NAVD 88     -         2.918  (meters)       9.57   (feet)  ADJUSTED  
 AR1673  ___________________________________________________________________
 AR1673  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AR1673  DYNAMIC HT  -           2.914 (meters)       9.56  (feet)  COMP
 AR1673  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 AR1673
 AR1673  VERT ORDER  -  SECOND    CLASS I
 AR1673
 AR1673.The horizontal coordinates were scaled from a topographic map and have
 AR1673.an estimated accuracy of +/- 6 seconds.
 AR1673
 AR1673.The orthometric height was determined by differential leveling
 AR1673.and adjusted by the National Geodetic Survey in June 1991..
 AR1673
 AR1673.The geoid height was determined by GEOID03.
 AR1673
 AR1673.The dynamic height is computed by dividing the NAVD 88
 AR1673.geopotential number by the normal gravity value computed on the
 AR1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1673.degrees latitude (g = 980.6199 gals.).
 AR1673
 AR1673.The modeled gravity was interpolated from observed gravity values.
 AR1673
 AR1673;                    North         East    Units  Estimated Accuracy
 AR1673;SPC FL W     -   562,400.      102,000.      MT  (+/- 180 meters Scaled)
 AR1673
 AR1673                          SUPERSEDED SURVEY CONTROL
 AR1673
 AR1673.No superseded survey control is available for this station.
 AR1673
 AR1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN050545(NAD 83)
 AR1673_MARKER: DD = SURVEY DISK
 AR1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1673_SP_SET: CONCRETE POST
 AR1673_STAMPING: 84 LE 1984
 AR1673_MARK LOGO: SFLWMD
 AR1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1673+STABILITY: SURFACE MOTION
 AR1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1673+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2000
 AR1673
 AR1673  HISTORY     - Date     Condition        Report By
 AR1673  HISTORY     - 1984     MONUMENTED       LOCENG
 AR1673  HISTORY     - 1985     GOOD             FLDNR
 AR1673  HISTORY     - 19950419 GOOD             USPSQD
 AR1673  HISTORY     - 20000508 GOOD             FLDEP
 AR1673
 AR1673                          STATION DESCRIPTION
 AR1673
 AR1673'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1673'14.1 MI SW FROM CHIEFLAND.
 AR1673'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1673'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1673'COUNTY ROAD C-347, GO 8.3 MILES WESTERLY ON C-347 TO THE MARK.  THE
 AR1673'MARK BEARS 46 FEET NORTHWEST OF THE CENTERLINE OF C-347, 8.1 FEET
 AR1673'SOUTHWEST OF POWER POLE B51-9, 9.5 FEET NORTH OF THE CENTERLINE OF A
 AR1673'FIRE BREAK, 1 FOOT NORTH OF A WITNESS POST, AND IS A SUWANNEE RIVER
 AR1673'WATER MANAGEMENT DISTRICT DISK SET IN THE TOP OF A CONCRETE POST
 AR1673'FLUSH WITH THE GROUND.
 AR1673
 AR1673                          STATION RECOVERY (1995)
 AR1673
 AR1673'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1673'RECOVERED IN GOOD CONDITION.
 AR1673
 AR1673                          STATION RECOVERY (2000)
 AR1673
 AR1673'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1673'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF CHIEFLAND ON COUNTY
 AR1673'ROAD 347 IN SECTION 28, TOWNSHIP 12 SOUTH, RANGE 13 EAST. TO REACH THE
 AR1673'MARK FROM THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19, 98
 AR1673'IN CHIEFLAND, GO SOUTHEAST ON STATE ROAD 345 FOR 5.8 MI (9.3 KM) TO
 AR1673'THE INTERSECTION OF COUNTY ROAD C-347, TURN RIGHT ON COUNTY ROAD C-347
 AR1673'AND GO WESTERLY FOR 5.3 MI (8.5 KM) TO THE JUNCTION OF COUNTY ROAD
 AR1673'C-330, TURN LEFT ON COUNTY ROAD C-347 AND CONTINUE WESTERLY FOR 2.95
 AR1673'MI (4.75 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AR1673'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD
 AR1673'C-347. LOCATED 146.0 FT (44.5 M) NORTH-NORTHWEST OF AND ACROSS COUNTY
 AR1673'ROAD C-347 FROM A METAL GATE (WITH THE LETTERS T C ATTACHED), 73.7 FT
 AR1673'(22.5 M) NORTHEAST OF AND ACROSS COUNTY ROAD C-347 FROM THE NORTHEAST
 AR1673'END OF A METAL CULVERT UNDER THE DRIVEWAY, 45.8 FT (14.0 M) NORTHWEST
 AR1673'OF THE CENTERLINE OF COUNTY ROAD C-347 AND 1.3 FT (0.4 M) SOUTHEAST OF
 AR1673'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4476 ***********************************************************************
 DF4476  DESIGNATION -  84 LM
 DF4476  PID         -  DF4476
 DF4476  STATE/COUNTY-  FL/LEVY
 DF4476  USGS QUAD   -  EAST PASS (1993)
 DF4476
 DF4476                         *CURRENT SURVEY CONTROL
 DF4476  ___________________________________________________________________
 DF4476* NAD 83(1986)-  29 18 18.     (N)    083 01 58.     (W)     SCALED    
 DF4476* NAVD 88     -         1.609  (meters)       5.28   (feet)  ADJUSTED  
 DF4476  ___________________________________________________________________
 DF4476  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DF4476  DYNAMIC HT  -           1.607 (meters)       5.27  (feet)  COMP
 DF4476  MODELED GRAV-     979,260.0   (mgal)                       NAVD 88
 DF4476
 DF4476  VERT ORDER  -  SECOND    CLASS I
 DF4476
 DF4476.The horizontal coordinates were scaled from a topographic map and have
 DF4476.an estimated accuracy of +/- 6 seconds.
 DF4476
 DF4476.The orthometric height was determined by differential leveling
 DF4476.and adjusted by the National Geodetic Survey in May 2004..
 DF4476.No vertical observational check was made to the station.
 DF4476
 DF4476.The geoid height was determined by GEOID03.
 DF4476
 DF4476.The dynamic height is computed by dividing the NAVD 88
 DF4476.geopotential number by the normal gravity value computed on the
 DF4476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4476.degrees latitude (g = 980.6199 gals.).
 DF4476
 DF4476.The modeled gravity was interpolated from observed gravity values.
 DF4476
 DF4476;                    North         East    Units  Estimated Accuracy
 DF4476;SPC FL W     -   551,280.       99,670.      MT  (+/- 180 meters Scaled)
 DF4476
 DF4476                          SUPERSEDED SURVEY CONTROL
 DF4476
 DF4476.No superseded survey control is available for this station.
 DF4476
 DF4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN025434(NAD 83)
 DF4476_MARKER: DD = SURVEY DISK
 DF4476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4476_STAMPING: 84 LM 1984
 DF4476_MARK LOGO: SFLWMD
 DF4476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4476+STABILITY: SURFACE MOTION
 DF4476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4476+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 DF4476
 DF4476  HISTORY     - Date     Condition        Report By
 DF4476  HISTORY     - 1984     MONUMENTED       SFLWMD
 DF4476  HISTORY     - 20000514 GOOD             FLDEP
 DF4476
 DF4476                          STATION DESCRIPTION
 DF4476
 DF4476'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DF4476'THE MARK IS ABOUT 12.3 MI (19.8 KM) NORTH OF CEDAR KEY, 22.0 MI (35.4
 DF4476'KM) SOUTHWEST OF CHIEFLAND ON COUNTY ROAD 347 IN SECTION 32, TOWNSHIP
 DF4476'13 SOUTH, RANGE 13 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DF4476'STATE ROAD 345 (SW 4TH AVE) AND U.S. HIGHWAY 19, 98 (MAIN STREET) IN
 DF4476'CHIEFLAND, GO SOUTHEAST ON STATE ROAD 345 FOR 5.8 MI (9.3 KM) TO THE
 DF4476'INTERSECTION OF COUNTY ROAD C-347 (NW 60 ST), TURN RIGHT ON COUNTY
 DF4476'ROAD C-347 AND GO WESTERLY FOR 5.3 MI (8.5 KM) TO THE JUNCTION OF
 DF4476'COUNTY ROAD C-330, TURN LEFT ON COUNTY ROAD C-347 AND CONTINUE
 DF4476'WESTERLY FOR 10.95 MI (17.62 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DF4476'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 DF4476'LEVEL OF THE GROUND AND BELOW THE LEVEL OF COUNTY ROAD C-347. LOCATED
 DF4476'58.4 FT (17.8 M) WEST OF THE CENTERLINE OF COUNTY ROAD C-347, 25.0 FT
 DF4476'(7.6 M) SOUTHEAST OF A STEEL PIPE GATE (GATE NUMBER 7), 11.5 FT (3.5
 DF4476'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 DF4476'LEADING WEST, 4.2 FT (1.3 M) NORTH OF A CARSONITE WITNESS POST AND 2.7
 DF4476'FT (0.8 M) SOUTHEAST OF A NATIONAL WILDLIFE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4013 ***********************************************************************
 AK4013  DESIGNATION -  8.40
 AK4013  PID         -  AK4013
 AK4013  STATE/COUNTY-  FL/BREVARD
 AK4013  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4013
 AK4013                         *CURRENT SURVEY CONTROL
 AK4013  ___________________________________________________________________
 AK4013* NAD 83(1986)-  28 05 18.     (N)    080 34 37.     (W)     SCALED    
 AK4013* NAVD 88     -         2.118  (meters)       6.95   (feet)  POSTED    
 AK4013  ___________________________________________________________________
 AK4013  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AK4013  DYNAMIC HT  -           2.110 (meters)       6.92  (feet)  COMP
 AK4013  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AK4013
 AK4013  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AK4013
 AK4013.The horizontal coordinates were scaled from a topographic map and have
 AK4013.an estimated accuracy of +/- 6 seconds.
 AK4013
 AK4013.The orthometric height was determined by differential leveling
 AK4013.and adjusted by the National Geodetic Survey in 1992..
 AK4013.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AK4013.rate greater than 8.0 mm/km.
 AK4013
 AK4013.The geoid height was determined by GEOID03.
 AK4013
 AK4013.The dynamic height is computed by dividing the NAVD 88
 AK4013.geopotential number by the normal gravity value computed on the
 AK4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4013.degrees latitude (g = 980.6199 gals.).
 AK4013
 AK4013.The modeled gravity was interpolated from observed gravity values.
 AK4013
 AK4013;                    North         East    Units  Estimated Accuracy
 AK4013;SPC FL E     -   416,070.      241,580.      MT  (+/- 180 meters Scaled)
 AK4013
 AK4013                          SUPERSEDED SURVEY CONTROL
 AK4013
 AK4013  NGVD 29 (??/??/92)    2.56   (m)            8.4    (f) COMPUTED    2 0
 AK4013
 AK4013.Superseded values are not recommended for survey control.
 AK4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4013.See file dsdata.txt to determine how the superseded data were derived.
 AK4013
 AK4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM415070(NAD 83)
 AK4013_MARKER: DD = SURVEY DISK
 AK4013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK4013_SP_SET: BRIDGE ABUTMENT
 AK4013_STAMPING: 8.40
 AK4013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK4013
 AK4013  HISTORY     - Date     Condition        Report By
 AK4013  HISTORY     - UNK      MONUMENTED       FLDT
 AK4013  HISTORY     - 1953     GOOD             NGS
 AK4013  HISTORY     - 1970     MARK NOT FOUND   NGS
 AK4013
 AK4013                          STATION DESCRIPTION
 AK4013
 AK4013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK4013'1.8 MI E FROM MELBOURNE.
 AK4013'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA
 AK4013'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP OF THE
 AK4013'WEST ABUTMENT OF BRIDGE NO. 37 AT EAST END OF INDIAN RIVER
 AK4013'CAUSEWAY, 13 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT
 AK4013'3/4 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- A NEW BRIDGE HAS BEEN
 AK4013'BUILT AT THE DESCRIBED LOCATION IN 1969 AND THE MARK WAS PROBABLY
 AK4013'DESTROYED.
 AK4013
 AK4013                          STATION RECOVERY (1970)
 AK4013
 AK4013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK4013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4768 ***********************************************************************
 AC4768  DESIGNATION -  8.42
 AC4768  PID         -  AC4768
 AC4768  STATE/COUNTY-  FL/COLLIER
 AC4768  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC4768
 AC4768                         *CURRENT SURVEY CONTROL
 AC4768  ___________________________________________________________________
 AC4768* NAD 83(1999)-  25 59 13.46453(N)    081 34 21.91991(W)     ADJUSTED  
 AC4768* NAVD 88     -         2.149  (meters)       7.05   (feet)  ADJUSTED  
 AC4768  ___________________________________________________________________
 AC4768  X           -     840,766.840 (meters)                     COMP
 AC4768  Y           -  -5,674,987.974 (meters)                     COMP
 AC4768  Z           -   2,777,765.378 (meters)                     COMP
 AC4768  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AC4768  ELLIP HEIGHT-         -21.30  (meters)          (12/12/02) GPS OBS
 AC4768  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AC4768  DYNAMIC HT  -           2.145 (meters)       7.04  (feet)  COMP
 AC4768  MODELED GRAV-     979,035.9   (mgal)                       NAVD 88
 AC4768
 AC4768  HORZ ORDER  -  FIRST
 AC4768  VERT ORDER  -  FIRST     CLASS II
 AC4768  ELLP ORDER  -  FOURTH    CLASS I
 AC4768
 AC4768.The horizontal coordinates were established by GPS observations
 AC4768.and adjusted by the National Geodetic Survey in December 2002..
 AC4768
 AC4768.The orthometric height was determined by differential leveling
 AC4768.and adjusted by the National Geodetic Survey in September 1992..
 AC4768
 AC4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4768
 AC4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4768
 AC4768.The ellipsoidal height was determined by GPS observations
 AC4768.and is referenced to NAD 83.
 AC4768
 AC4768.The geoid height was determined by GEOID03.
 AC4768
 AC4768.The dynamic height is computed by dividing the NAVD 88
 AC4768.geopotential number by the normal gravity value computed on the
 AC4768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4768.degrees latitude (g = 980.6199 gals.).
 AC4768
 AC4768.The modeled gravity was interpolated from observed gravity values.
 AC4768
 AC4768;                    North         East     Units Scale Factor Converg.
 AC4768;SPC FL E     -   183,308.425   142,653.532   MT  0.99998177   -0 15 03.5
 AC4768;SPC FL E     -   601,404.39    468,022.46   sFT  0.99998177   -0 15 03.5
 AC4768;UTM  17      - 2,874,377.862   442,673.098   MT  0.99964058   -0 15 03.5
 AC4768
 AC4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4768!SPC FL E     -   1.00000335  x   0.99998177  =   0.99998512
 AC4768!UTM  17      -   1.00000335  x   0.99964058  =   0.99964393
 AC4768
 AC4768                          SUPERSEDED SURVEY CONTROL
 AC4768
 AC4768  NAVD 88 (12/12/02)    2.15   (m)            7.1    (f) LEVELING    3  
 AC4768  NGVD 29 (09/01/92)    2.548  (m)            8.36   (f) ADJUSTED    1 2
 AC4768
 AC4768.Superseded values are not recommended for survey control.
 AC4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4768.See file dsdata.txt to determine how the superseded data were derived.
 AC4768
 AC4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4267374378(NAD 83)
 AC4768_MARKER: DD = SURVEY DISK
 AC4768_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4768_SP_SET: BRIDGE GUARDRAIL
 AC4768_STAMPING: 8.42
 AC4768_MARK LOGO: FLDT  
 AC4768_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4768+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2004
 AC4768
 AC4768  HISTORY     - Date     Condition        Report By
 AC4768  HISTORY     - UNK      MONUMENTED       FLDT
 AC4768  HISTORY     - 19920228 GOOD             NGS
 AC4768  HISTORY     - 19991231 GOOD             USPSQD
 AC4768  HISTORY     - 20010712 GOOD             LDBLS
 AC4768  HISTORY     - 2002     GOOD             MAPTEC
 AC4768  HISTORY     - 20040217 GOOD             FLDEP
 AC4768
 AC4768                          STATION DESCRIPTION
 AC4768
 AC4768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4768'27.4 KM (17.00 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC4768'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.6 M (2.0 FT) WEST OF
 AC4768'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC4768'OF BRIDGE NUMBER 030042, 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF
 AC4768'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC4768
 AC4768                          STATION RECOVERY (1999)
 AC4768
 AC4768'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4768'RECOVERED IN GOOD CONDITION.
 AC4768
 AC4768                          STATION RECOVERY (2001)
 AC4768
 AC4768'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC4768'THE MARK IS ABOUT 27.2 KM (16.9 MI) SOUTHEAST OF NAPLES, ABOUT 23.1 KM
 AC4768'(14.35
 AC4768'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC4768'SECTION
 AC4768'35, TOWNSHIP 51 SOUTH, RANGE 27 EAST, CARNESTOWN, COLLIER COUNTY,
 AC4768'FLORIDA.
 AC4768'OWNERSHIP - FLORIDA DEPARTMENT OF TRANSPORTATION
 AC4768' 
 AC4768'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4768'COUNTY
 AC4768'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC4768'KM (6.9
 AC4768'MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC4768'SOUTHEAST ON
 AC4768'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC4768'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 2.3 KM (1.4 MI) TO THE SOUTHEAST
 AC4768'END OF
 AC4768'BRIDGE NUMBER 030042 AND THE MARK ON THE RIGHT.
 AC4768' 
 AC4768'THE MARK IS 4.91 M (16.1 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4768'HIGHWAY 41,
 AC4768'0.61 M (2.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE
 AC4768'GUARDRAIL, AND
 AC4768'0.15 M (0.5 FT) SOUTHEAST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AC4768'ABUTMENT).
 AC4768'THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL ON
 AC4768'THE
 AC4768'SOUTHEAST ABUTMENT OF THE BRIDGE, ABOUT 0.79 M (2.6 FT) ABOVE THE
 AC4768'LEVEL OF THE
 AC4768'ROAD.
 AC4768' 
 AC4768' 
 AC4768' 
 AC4768' 
 AC4768'
 AC4768
 AC4768                          STATION RECOVERY (2002)
 AC4768
 AC4768'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4768'THE MARK IS ABOUT 27.2 KM (16.9 MI) SOUTHEAST OF NAPLES, ABOUT 23.1 KM
 AC4768'(14.35
 AC4768'MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC4768'SECTION
 AC4768'35, TOWNSHIP 51 SOUTH, RANGE 27 EAST, CARNESTOWN, COLLIER COUNTY,
 AC4768'FLORIDA.
 AC4768'OWNERSHIP - FLORIDA DEPARTMENT OF TRANSPORTATION
 AC4768' 
 AC4768'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4768'COUNTY
 AC4768'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC4768'KM (6.9
 AC4768'MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC4768'SOUTHEAST ON
 AC4768'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC4768'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 2.3 KM (1.4 MI) TO THE SOUTHEAST
 AC4768'END OF
 AC4768'BRIDGE NUMBER 030042 AND THE MARK ON THE RIGHT.
 AC4768' 
 AC4768'THE MARK IS 4.91 M (16.1 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4768'HIGHWAY 41,
 AC4768'0.61 M (2.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE
 AC4768'GUARDRAIL, AND
 AC4768'0.15 M (0.5 FT) SOUTHEAST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AC4768'ABUTMENT).
 AC4768'THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL ON
 AC4768'THE
 AC4768'SOUTHEAST ABUTMENT OF THE BRIDGE, ABOUT 0.79 M (2.6 FT) ABOVE THE
 AC4768'LEVEL OF THE
 AC4768'ROAD.
 AC4768' 
 AC4768' 
 AC4768'STATION RECOVERY (2002)
 AC4768'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC4768'RECOVERED AS DESCRIBED.
 AC4768' 
 AC4768' 
 AC4768' 
 AC4768'
 AC4768
 AC4768                          STATION RECOVERY (2004)
 AC4768
 AC4768'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC4768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2603 ***********************************************************************
 AQ2603  DESIGNATION -  85 JAS
 AQ2603  PID         -  AQ2603
 AQ2603  STATE/COUNTY-  FL/MARION
 AQ2603  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2603
 AQ2603                         *CURRENT SURVEY CONTROL
 AQ2603  ___________________________________________________________________
 AQ2603* NAD 83(1986)-  29 12 08.     (N)    081 39 30.     (W)     SCALED    
 AQ2603* NAVD 88     -         7.364  (meters)      24.16   (feet)  ADJUSTED  
 AQ2603  ___________________________________________________________________
 AQ2603  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ2603  DYNAMIC HT  -           7.353 (meters)      24.12  (feet)  COMP
 AQ2603  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 AQ2603
 AQ2603  VERT ORDER  -  SECOND    CLASS I
 AQ2603
 AQ2603.The horizontal coordinates were scaled from a topographic map and have
 AQ2603.an estimated accuracy of +/- 6 seconds.
 AQ2603
 AQ2603.The orthometric height was determined by differential leveling
 AQ2603.and adjusted by the National Geodetic Survey in September 1997..
 AQ2603
 AQ2603.Photographs are available for this station.
 AQ2603
 AQ2603.The geoid height was determined by GEOID03.
 AQ2603
 AQ2603.The dynamic height is computed by dividing the NAVD 88
 AQ2603.geopotential number by the normal gravity value computed on the
 AQ2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2603.degrees latitude (g = 980.6199 gals.).
 AQ2603
 AQ2603.The modeled gravity was interpolated from observed gravity values.
 AQ2603
 AQ2603;                    North         East    Units  Estimated Accuracy
 AQ2603;SPC FL W     -   539,490.      233,230.      MT  (+/- 180 meters Scaled)
 AQ2603
 AQ2603                          SUPERSEDED SURVEY CONTROL
 AQ2603
 AQ2603  NAVD 88 (??/??/92)    7.364  (m)           24.16   (f) UNKNOWN     3 0
 AQ2603
 AQ2603.Superseded values are not recommended for survey control.
 AQ2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2603.See file dsdata.txt to determine how the superseded data were derived.
 AQ2603
 AQ2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN360305(NAD 83)
 AQ2603_MARKER: DD = SURVEY DISK
 AQ2603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2603_SP_SET: CULVERT HEADWALL
 AQ2603_STAMPING: 85 JAS 1966 25
 AQ2603_MARK LOGO: USGS  
 AQ2603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2603+STABILITY: SURFACE MOTION
 AQ2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2603+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 AQ2603
 AQ2603  HISTORY     - Date     Condition        Report By
 AQ2603  HISTORY     - 1966     MONUMENTED       USGS
 AQ2603  HISTORY     - 1985     GOOD             FLDNR
 AQ2603  HISTORY     - 19960814 GOOD             FLDEP
 AQ2603  HISTORY     - 19970301 GOOD             USPSQD
 AQ2603  HISTORY     - 20040627 GOOD             FLDEP
 AQ2603
 AQ2603                          STATION DESCRIPTION
 AQ2603
 AQ2603'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2603'10.3 MI WNW FROM ASTOR.
 AQ2603'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2603'MILES WEST OF ASTOR), GO 2.4 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2603'MARK.  THE MARK IS SET IN THE TOP OF THE NORTH END OF A CONCRETE
 AQ2603'CULVERT HEADWALL ON THE EAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2603'SOUTH OF A WITNESS POST.
 AQ2603'THE MARK IS 2 FT BELOW HIGHWAY.
 AQ2603
 AQ2603                          STATION RECOVERY (1996)
 AQ2603
 AQ2603'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2603'THE MARK IS ABOUT 11.8 MI (19.0 KM) SOUTHEAST OF SALT SPRINGS, 8.4 MI
 AQ2603'(13.5 KM) NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH, RANGE
 AQ2603'26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON
 AQ2603'STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD
 AQ2603'19, TURN RIGHT ON STATE ROAD 19 AND GO NORTH FOR 2.55 MI (4.10 KM) TO
 AQ2603'THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE CONCRETE
 AQ2603'CULVERT HEADWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD
 AQ2603'19,  35.4 FT (10.8 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AQ2603'19, 12.2 FT (3.7 M) NORTH OF THE SOUTH END OF THE CULVERT HEADWALL AND
 AQ2603'0.6 FT (18.3 CM) SOUTHWEST OF A METAL WITNESS POST.
 AQ2603
 AQ2603                          STATION RECOVERY (1997)
 AQ2603
 AQ2603'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2603'RECOVERED IN GOOD CONDITION.
 AQ2603
 AQ2603                          STATION RECOVERY (2004)
 AQ2603
 AQ2603'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2603'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0244 ***********************************************************************
 AK0244  DESIGNATION -  86 RC TT
 AK0244  PID         -  AK0244
 AK0244  STATE/COUNTY-  FL/SEMINOLE
 AK0244  USGS QUAD   -  OSTEEN (1980)
 AK0244
 AK0244                         *CURRENT SURVEY CONTROL
 AK0244  ___________________________________________________________________
 AK0244* NAD 83(1986)-  28 45 46.     (N)    081 08 48.     (W)     SCALED    
 AK0244* NAVD 88     -         5.774  (meters)      18.94   (feet)  ADJUSTED  
 AK0244  ___________________________________________________________________
 AK0244  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AK0244  DYNAMIC HT  -           5.766 (meters)      18.92  (feet)  COMP
 AK0244  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 AK0244
 AK0244  VERT ORDER  -  FIRST     CLASS II
 AK0244
 AK0244.The horizontal coordinates were scaled from a topographic map and have
 AK0244.an estimated accuracy of +/- 6 seconds.
 AK0244
 AK0244.The orthometric height was determined by differential leveling
 AK0244.and adjusted by the National Geodetic Survey in June 1991..
 AK0244
 AK0244.The geoid height was determined by GEOID03.
 AK0244
 AK0244.The dynamic height is computed by dividing the NAVD 88
 AK0244.geopotential number by the normal gravity value computed on the
 AK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0244.degrees latitude (g = 980.6199 gals.).
 AK0244
 AK0244.The modeled gravity was interpolated from observed gravity values.
 AK0244
 AK0244;                    North         East    Units  Estimated Accuracy
 AK0244;SPC FL E     -   490,750.      185,680.      MT  (+/- 180 meters Scaled)
 AK0244
 AK0244                          SUPERSEDED SURVEY CONTROL
 AK0244
 AK0244  NGVD 29 (??/??/92)    6.090  (m)           19.98   (f) ADJ UNCH    1 2
 AK0244
 AK0244.Superseded values are not recommended for survey control.
 AK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0244.See file dsdata.txt to determine how the superseded data were derived.
 AK0244
 AK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM856817(NAD 83)
 AK0244_MARKER: DD = SURVEY DISK
 AK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0244_STAMPING: 20 86 RC TT 1952
 AK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0244+STABILITY: SURFACE MOTION
 AK0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0244+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1996
 AK0244
 AK0244  HISTORY     - Date     Condition        Report By
 AK0244  HISTORY     - 1952     MONUMENTED       USGS
 AK0244  HISTORY     - 1960     GOOD             NGS
 AK0244  HISTORY     - 19950128 MARK NOT FOUND   USPSQD
 AK0244  HISTORY     - 19960911 MARK NOT FOUND   FLDEP
 AK0244
 AK0244                          STATION DESCRIPTION
 AK0244
 AK0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AK0244'2.8 MI NW FROM GENEVA.
 AK0244'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 AK0244'JUNCTION OF BLACK TOP ROAD LEADING NORTH TO THE SCHOOL AT
 AK0244'GENEVA, 0.25 MILE SOUTHEAST OF A 20-FOOT CONCRETE BOX CULVERT,
 AK0244'52 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 6 FEET WEST OF A
 AK0244'14-INCH PINE TREE, 1 FOOT NORTHEAST OF A WIRE FENCE, 1 FOOT
 AK0244'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AK0244'PROJECTING 3 INCHES.
 AK0244
 AK0244                          STATION RECOVERY (1995)
 AK0244
 AK0244'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK0244'MARK NOT FOUND.
 AK0244
 AK0244                          STATION RECOVERY (1996)
 AK0244
 AK0244'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AK0244'THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8072 ***********************************************************************
 AD8072  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8072  DESIGNATION -  8671 B 19
 AD8072  PID         -  AD8072
 AD8072  STATE/COUNTY-  FL/BROWARD
 AD8072  USGS QUAD   -  PORT EVERGLADES (1983)
 AD8072
 AD8072                         *CURRENT SURVEY CONTROL
 AD8072  ___________________________________________________________________
 AD8072* NAD 83(1986)-  26 03 12.     (N)    080 06 49.     (W)     SCALED    
 AD8072* NAVD 88     -         7.472  (meters)      24.51   (feet)  ADJUSTED  
 AD8072  ___________________________________________________________________
 AD8072  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD8072  DYNAMIC HT  -           7.460 (meters)      24.48  (feet)  COMP
 AD8072  MODELED GRAV-     979,051.5   (mgal)                       NAVD 88
 AD8072
 AD8072  VERT ORDER  -  SECOND    CLASS I
 AD8072
 AD8072.The horizontal coordinates were scaled from a topographic map and have
 AD8072.an estimated accuracy of +/- 6 seconds.
 AD8072
 AD8072.The orthometric height was determined by differential leveling
 AD8072.and adjusted by the National Geodetic Survey in September 1996..
 AD8072
 AD8072.This Tidal Bench Mark is designated as VM 5722
 AD8072.by the Center for Operational Oceanographic Products and Services.
 AD8072
 AD8072.The geoid height was determined by GEOID03.
 AD8072
 AD8072.The dynamic height is computed by dividing the NAVD 88
 AD8072.geopotential number by the normal gravity value computed on the
 AD8072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8072.degrees latitude (g = 980.6199 gals.).
 AD8072
 AD8072.The modeled gravity was interpolated from observed gravity values.
 AD8072
 AD8072;                    North         East    Units  Estimated Accuracy
 AD8072;SPC FL E     -   190,830.      288,700.      MT  (+/- 180 meters Scaled)
 AD8072
 AD8072                          SUPERSEDED SURVEY CONTROL
 AD8072
 AD8072  NGVD 29 (09/01/92)    7.952  (m)           26.09   (f) ADJUSTED    2 1
 AD8072
 AD8072.Superseded values are not recommended for survey control.
 AD8072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8072.See file dsdata.txt to determine how the superseded data were derived.
 AD8072
 AD8072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ886818(NAD 83)
 AD8072_MARKER: DB = BENCH MARK DISK
 AD8072_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8072_SP_SET: BRIDGE WALKWAY
 AD8072_STAMPING: 8671 B19
 AD8072_MARK LOGO: FLDT  
 AD8072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8072
 AD8072  HISTORY     - Date     Condition        Report By
 AD8072  HISTORY     - UNK      MONUMENTED       FLDT
 AD8072  HISTORY     - 1986     GOOD             FLDNR
 AD8072  HISTORY     - 19980205 GOOD             USPSQD
 AD8072
 AD8072                          STATION DESCRIPTION
 AD8072
 AD8072'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8072'1.8 MI EAST FROM DANIA.
 AD8072'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN
 AD8072'DANIA, GO 1.8 MILES EAST ON A1A TO THE BRIDGE OVER THE INTRACOASTAL
 AD8072'WATERWAY AND THE MARK.  THE MARK BEARS 13 FEET NORTH OF THE
 AD8072'CENTERLINE OF A1A WESTBOUND, 110 FEET WEST OF THE NORTHEAST CORNER OF
 AD8072'THE BRIDGE AND IS SET IN THE BRIDGE WALKWAY.
 AD8072
 AD8072                          STATION RECOVERY (1998)
 AD8072
 AD8072'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7733 ***********************************************************************
 AJ7733  DESIGNATION -  87 00 F14 RESET
 AJ7733  PID         -  AJ7733
 AJ7733  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7733  USGS QUAD   -  LONG ISLAND (1973)
 AJ7733
 AJ7733                         *CURRENT SURVEY CONTROL
 AJ7733  ___________________________________________________________________
 AJ7733* NAD 83(1999)-  25 45 41.63548(N)    080 37 41.27927(W)     ADJUSTED  
 AJ7733* NAVD 88     -         2.734  (meters)       8.97   (feet)  ADJUSTED  
 AJ7733  ___________________________________________________________________
 AJ7733  X           -     935,985.905 (meters)                     COMP
 AJ7733  Y           -  -5,671,112.552 (meters)                     COMP
 AJ7733  Z           -   2,755,286.637 (meters)                     COMP
 AJ7733  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AJ7733  ELLIP HEIGHT-         -21.65  (meters)          (12/12/02) GPS OBS
 AJ7733  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AJ7733  DYNAMIC HT  -           2.730 (meters)       8.96  (feet)  COMP
 AJ7733  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AJ7733
 AJ7733  HORZ ORDER  -  FIRST
 AJ7733  VERT ORDER  -  FIRST     CLASS II
 AJ7733  ELLP ORDER  -  FOURTH    CLASS I
 AJ7733
 AJ7733.The horizontal coordinates were established by GPS observations
 AJ7733.and adjusted by the National Geodetic Survey in December 2002..
 AJ7733
 AJ7733.The orthometric height was determined by differential leveling
 AJ7733.and adjusted by the National Geodetic Survey in March 2002..
 AJ7733
 AJ7733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7733
 AJ7733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7733
 AJ7733.The ellipsoidal height was determined by GPS observations
 AJ7733.and is referenced to NAD 83.
 AJ7733
 AJ7733.The geoid height was determined by GEOID03.
 AJ7733
 AJ7733.The dynamic height is computed by dividing the NAVD 88
 AJ7733.geopotential number by the normal gravity value computed on the
 AJ7733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7733.degrees latitude (g = 980.6199 gals.).
 AJ7733
 AJ7733.The modeled gravity was interpolated from observed gravity values.
 AJ7733
 AJ7733;                    North         East     Units Scale Factor Converg.
 AJ7733;SPC FL E     -   158,253.760   237,303.266   MT  0.99995835   +0 09 41.9
 AJ7733;SPC FL E     -   519,204.21    778,552.47   sFT  0.99995835   +0 09 41.9
 AJ7733;UTM  17      - 2,849,331.746   537,290.538   MT  0.99961717   +0 09 41.9
 AJ7733
 AJ7733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7733!SPC FL E     -   1.00000340  x   0.99995835  =   0.99996175
 AJ7733!UTM  17      -   1.00000340  x   0.99961717  =   0.99962057
 AJ7733
 AJ7733|---------------------------------------------------------------------|
 AJ7733| PID    Reference Object                     Distance      Geod. Az  |
 AJ7733|                                                           dddmmss.s |
 AJ7733| AJ7754 C 546                                32.801 METERS 27138     |
 AJ7733|---------------------------------------------------------------------|
 AJ7733
 AJ7733                          SUPERSEDED SURVEY CONTROL
 AJ7733
 AJ7733  NAVD 88 (12/12/02)    2.73   (m)            9.0    (f) LEVELING    3  
 AJ7733
 AJ7733.Superseded values are not recommended for survey control.
 AJ7733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7733.See file dsdata.txt to determine how the superseded data were derived.
 AJ7733
 AJ7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3729149332(NAD 83)
 AJ7733_MARKER: DD = SURVEY DISK
 AJ7733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7733_STAMPING: BM/87/00/F14 RESET
 AJ7733_MARK LOGO: FLDT  
 AJ7733_PROJECTION: RECESSED 2 CENTIMETERS
 AJ7733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7733+STABILITY: SURFACE MOTION
 AJ7733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7733+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7733
 AJ7733  HISTORY     - Date     Condition        Report By
 AJ7733  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7733  HISTORY     - 20011011 GOOD             LDBLS
 AJ7733  HISTORY     - 2002     GOOD             MAPTEC
 AJ7733
 AJ7733                          STATION DESCRIPTION
 AJ7733
 AJ7733'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7733'THE MARK IS ABOUT 128.9 KM (80.08 MI) SOUTHEAST OF NAPLES, ABOUT 32.8
 AJ7733'KM (20.36
 AJ7733'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7733'DEPARTMENT
 AJ7733'OF TRANSPORTATION.
 AJ7733' 
 AJ7733'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7733'TRAIL) AND
 AJ7733'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7733'WEST ON
 AJ7733'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7733'WITH STATE
 AJ7733'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7733'JUNCTION
 AJ7733'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7733'THE PAVED
 AJ7733'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7733'MI) TO
 AJ7733'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7733'EAST ON
 AJ7733'THE ROADWAY 4.6 KM (2.86 MI) TO THE MARK ON THE LEFT.
 AJ7733' 
 AJ7733'THE MARK IS 49.90 M (163.7 FT) EAST OF A WOOD UTILITY POLE, 42.06 M
 AJ7733'(138.0 FT)
 AJ7733'WEST OF A WOOD UTILITY POLE, 2.56 M (8.4 FT) SOUTH OF QWEST
 AJ7733'COMMUNICATIONS
 AJ7733'BURIED FIBER OPTIC CABLE WARNING MARKER NUMBER 07334, 1.83 M (6.0 FT)
 AJ7733'SOUTH OF
 AJ7733'THE SOUTH TOE OF A LEVEE, 1.37 M (4.5 FT) SOUTH OF OVERHEAD ELECTRIC
 AJ7733'LINES,
 AJ7733'AND 0.46 M (1.5 FT) SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK
 AJ7733'SET FLUSH
 AJ7733'IN THE TOP OF A CONCRETE MONUMENT RECESSED 2 CM (0.08 FT BELOW THE
 AJ7733'LEVEL OF THE
 AJ7733'GROUND AND ABOUT 2.13 M (7.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7733' 
 AJ7733'
 AJ7733
 AJ7733                          STATION RECOVERY (2002)
 AJ7733
 AJ7733'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7733'THE MARK IS ABOUT 128.9 KM (80.08 MI) SOUTHEAST OF NAPLES, ABOUT 32.8
 AJ7733'KM (20.36
 AJ7733'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7733'DEPARTMENT
 AJ7733'OF TRANSPORTATION.
 AJ7733' 
 AJ7733'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7733'TRAIL) AND
 AJ7733'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7733'WEST ON
 AJ7733'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7733'WITH STATE
 AJ7733'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7733'JUNCTION
 AJ7733'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7733'THE PAVED
 AJ7733'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7733'MI) TO
 AJ7733'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7733'EAST ON
 AJ7733'THE ROADWAY 4.6 KM (2.86 MI) TO THE MARK ON THE LEFT.
 AJ7733' 
 AJ7733'THE MARK IS 49.90 M (163.7 FT) EAST OF A WOOD UTILITY POLE, 42.06 M
 AJ7733'(138.0 FT)
 AJ7733'WEST OF A WOOD UTILITY POLE, 2.56 M (8.4 FT) SOUTH OF QWEST
 AJ7733'COMMUNICATIONS
 AJ7733'BURIED FIBER OPTIC CABLE WARNING MARKER NUMBER 07334, 1.83 M (6.0 FT)
 AJ7733'SOUTH OF
 AJ7733'THE SOUTH TOE OF A LEVEE, 1.37 M (4.5 FT) SOUTH OF OVERHEAD ELECTRIC
 AJ7733'LINES,
 AJ7733'AND 0.46 M (1.5 FT) SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK
 AJ7733'SET FLUSH
 AJ7733'IN THE TOP OF A CONCRETE MONUMENT RECESSED 2 CM (0.08 FT BELOW THE
 AJ7733'LEVEL OF THE
 AJ7733'GROUND AND ABOUT 2.13 M (7.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7733' 
 AJ7733'STATION RECOVERY (2002)
 AJ7733'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7733'RECOVERED AS DESCRIBED.
 AJ7733' 
 AJ7733'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7734 ***********************************************************************
 AJ7734  DESIGNATION -  87 00 F18 RESET
 AJ7734  PID         -  AJ7734
 AJ7734  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7734  USGS QUAD   -  COOPERTOWN (1973)
 AJ7734
 AJ7734                         *CURRENT SURVEY CONTROL
 AJ7734  ___________________________________________________________________
 AJ7734* NAD 83(1999)-  25 45 41.62473(N)    080 36 48.35042(W)     ADJUSTED  
 AJ7734* NAVD 88     -         2.590  (meters)       8.50   (feet)  ADJUSTED  
 AJ7734  ___________________________________________________________________
 AJ7734  X           -     937,441.116 (meters)                     COMP
 AJ7734  Y           -  -5,670,872.177 (meters)                     COMP
 AJ7734  Z           -   2,755,286.265 (meters)                     COMP
 AJ7734  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ7734  ELLIP HEIGHT-         -21.82  (meters)          (12/12/02) GPS OBS
 AJ7734  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ7734  DYNAMIC HT  -           2.585 (meters)       8.48  (feet)  COMP
 AJ7734  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AJ7734
 AJ7734  HORZ ORDER  -  FIRST
 AJ7734  VERT ORDER  -  FIRST     CLASS II
 AJ7734  ELLP ORDER  -  FOURTH    CLASS I
 AJ7734
 AJ7734.The horizontal coordinates were established by GPS observations
 AJ7734.and adjusted by the National Geodetic Survey in December 2002..
 AJ7734
 AJ7734.The orthometric height was determined by differential leveling
 AJ7734.and adjusted by the National Geodetic Survey in March 2002..
 AJ7734
 AJ7734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7734
 AJ7734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7734
 AJ7734.The ellipsoidal height was determined by GPS observations
 AJ7734.and is referenced to NAD 83.
 AJ7734
 AJ7734.The geoid height was determined by GEOID03.
 AJ7734
 AJ7734.The dynamic height is computed by dividing the NAVD 88
 AJ7734.geopotential number by the normal gravity value computed on the
 AJ7734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7734.degrees latitude (g = 980.6199 gals.).
 AJ7734
 AJ7734.The modeled gravity was interpolated from observed gravity values.
 AJ7734
 AJ7734;                    North         East     Units Scale Factor Converg.
 AJ7734;SPC FL E     -   158,257.672   238,778.135   MT  0.99995974   +0 10 04.9
 AJ7734;SPC FL E     -   519,217.05    783,391.26   sFT  0.99995974   +0 10 04.9
 AJ7734;UTM  17      - 2,849,335.657   538,764.904   MT  0.99961855   +0 10 04.9
 AJ7734
 AJ7734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7734!SPC FL E     -   1.00000343  x   0.99995974  =   0.99996317
 AJ7734!UTM  17      -   1.00000343  x   0.99961855  =   0.99962198
 AJ7734
 AJ7734:                Primary Azimuth Mark                     Grid Az
 AJ7734:SPC FL E     -  87 00 F14 RESET                          269 50 52.9
 AJ7734:UTM  17      -  87 00 F14 RESET                          269 50 52.9
 AJ7734
 AJ7734|---------------------------------------------------------------------|
 AJ7734| PID    Reference Object                     Distance      Geod. Az  |
 AJ7734|                                                           dddmmss.s |
 AJ7734| AJ7733 87 00 F14 RESET                     APPROX. 1.5 KM 2700057.8 |
 AJ7734|---------------------------------------------------------------------|
 AJ7734
 AJ7734                          SUPERSEDED SURVEY CONTROL
 AJ7734
 AJ7734  NAVD 88 (12/12/02)    2.59   (m)            8.5    (f) LEVELING    3  
 AJ7734
 AJ7734.Superseded values are not recommended for survey control.
 AJ7734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7734.See file dsdata.txt to determine how the superseded data were derived.
 AJ7734
 AJ7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3876549336(NAD 83)
 AJ7734_MARKER: DD = SURVEY DISK
 AJ7734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7734_STAMPING: BM/87/00/F18 RESET
 AJ7734_MARK LOGO: FLDT  
 AJ7734_PROJECTION: FLUSH
 AJ7734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7734+STABILITY: SURFACE MOTION
 AJ7734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7734+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7734
 AJ7734  HISTORY     - Date     Condition        Report By
 AJ7734  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7734  HISTORY     - 20011011 GOOD             LDBLS
 AJ7734  HISTORY     - 2002     GOOD             MAPTEC
 AJ7734
 AJ7734                          STATION DESCRIPTION
 AJ7734
 AJ7734'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7734'THE MARK IS ABOUT 130.3 KM (80.99 MI) SOUTHEAST OF NAPLES, ABOUT 31.3
 AJ7734'KM (19.45
 AJ7734'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7734'DEPARTMENT
 AJ7734'OF TRANSPORTATION.
 AJ7734' 
 AJ7734'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7734'TRAIL) AND
 AJ7734'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7734'WEST ON
 AJ7734'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7734'WITH STATE
 AJ7734'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7734'JUNCTION
 AJ7734'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7734'THE PAVED
 AJ7734'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7734'MI) TO
 AJ7734'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7734'EAST ON
 AJ7734'THE ROADWAY 6.1 KM (3.77 MI) TO THE MARK ON THE LEFT.
 AJ7734' 
 AJ7734'THE MARK IS 158.74 M (520.8 FT) EAST OF QWEST COMMUNICATIONS BURIED
 AJ7734'FIBER OPTIC
 AJ7734'CABLE WARNING MARKER NUMBER 07424, 152.95 M (501.8 FT) EAST OF A WOOD
 AJ7734'UTILITY
 AJ7734'POLE, 61.66 M (202.3 FT) EAST OF A WOOD UTILITY POLE, 29.93 M (98.2
 AJ7734'FT) WEST OF
 AJ7734'A WOOD UTILITY POLE, 12.19 M (40.0 FT) NORTH OF THE NORTH EDGE OF A
 AJ7734'CANAL, 3.05
 AJ7734'M (10.0 FT) SOUTH OF THE SOUTH TOE OF A LEVEE, 2.38 M (7.8 FT) SOUTH
 AJ7734'OF
 AJ7734'OVERHEAD ELECTRIC LINES, AND 0.34 M (1.1 FT) SOUTH OF A METAL WITNESS
 AJ7734'POST. THE
 AJ7734'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 AJ7734'THE LEVEL
 AJ7734'OF THE GROUND AND ABOUT 3.05 M (10.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7734' 
 AJ7734'
 AJ7734
 AJ7734                          STATION RECOVERY (2002)
 AJ7734
 AJ7734'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7734'THE MARK IS ABOUT 130.3 KM (80.99 MI) SOUTHEAST OF NAPLES, ABOUT 31.3
 AJ7734'KM (19.45
 AJ7734'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7734'DEPARTMENT
 AJ7734'OF TRANSPORTATION.
 AJ7734' 
 AJ7734'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7734'TRAIL) AND
 AJ7734'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7734'WEST ON
 AJ7734'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7734'WITH STATE
 AJ7734'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7734'JUNCTION
 AJ7734'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7734'THE PAVED
 AJ7734'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7734'MI) TO
 AJ7734'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7734'EAST ON
 AJ7734'THE ROADWAY 6.1 KM (3.77 MI) TO THE MARK ON THE LEFT.
 AJ7734' 
 AJ7734'THE MARK IS 158.74 M (520.8 FT) EAST OF QWEST COMMUNICATIONS BURIED
 AJ7734'FIBER OPTIC
 AJ7734'CABLE WARNING MARKER NUMBER 07424, 152.95 M (501.8 FT) EAST OF A WOOD
 AJ7734'UTILITY
 AJ7734'POLE, 61.66 M (202.3 FT) EAST OF A WOOD UTILITY POLE, 29.93 M (98.2
 AJ7734'FT) WEST OF
 AJ7734'A WOOD UTILITY POLE, 12.19 M (40.0 FT) NORTH OF THE NORTH EDGE OF A
 AJ7734'CANAL, 3.05
 AJ7734'M (10.0 FT) SOUTH OF THE SOUTH TOE OF A LEVEE, 2.38 M (7.8 FT) SOUTH
 AJ7734'OF
 AJ7734'OVERHEAD ELECTRIC LINES, AND 0.34 M (1.1 FT) SOUTH OF A METAL WITNESS
 AJ7734'POST. THE
 AJ7734'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 AJ7734'THE LEVEL
 AJ7734'OF THE GROUND AND ABOUT 3.05 M (10.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7734' 
 AJ7734'STATION RECOVERY (2002)
 AJ7734'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7734'RECOVERED AS DESCRIBED.
 AJ7734' 
 AJ7734'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7737 ***********************************************************************
 AJ7737  DESIGNATION -  87 00 F33 RESET
 AJ7737  PID         -  AJ7737
 AJ7737  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7737  USGS QUAD   -  COOPERTOWN (1973)
 AJ7737
 AJ7737                         *CURRENT SURVEY CONTROL
 AJ7737  ___________________________________________________________________
 AJ7737* NAD 83(1999)-  25 45 41.67097(N)    080 33 54.33692(W)     ADJUSTED  
 AJ7737* NAVD 88     -         2.441  (meters)       8.01   (feet)  ADJUSTED  
 AJ7737  ___________________________________________________________________
 AJ7737  X           -     942,224.827 (meters)                     COMP
 AJ7737  Y           -  -5,670,078.471 (meters)                     COMP
 AJ7737  Z           -   2,755,287.443 (meters)                     COMP
 AJ7737  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AJ7737  ELLIP HEIGHT-         -22.06  (meters)          (12/12/02) GPS OBS
 AJ7737  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AJ7737  DYNAMIC HT  -           2.437 (meters)       8.00  (feet)  COMP
 AJ7737  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AJ7737
 AJ7737  HORZ ORDER  -  FIRST
 AJ7737  VERT ORDER  -  FIRST     CLASS II
 AJ7737  ELLP ORDER  -  FOURTH    CLASS I
 AJ7737
 AJ7737.The horizontal coordinates were established by GPS observations
 AJ7737.and adjusted by the National Geodetic Survey in December 2002..
 AJ7737
 AJ7737.The orthometric height was determined by differential leveling
 AJ7737.and adjusted by the National Geodetic Survey in March 2002..
 AJ7737
 AJ7737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7737
 AJ7737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7737
 AJ7737.The ellipsoidal height was determined by GPS observations
 AJ7737.and is referenced to NAD 83.
 AJ7737
 AJ7737.The geoid height was determined by GEOID03.
 AJ7737
 AJ7737.The dynamic height is computed by dividing the NAVD 88
 AJ7737.geopotential number by the normal gravity value computed on the
 AJ7737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7737.degrees latitude (g = 980.6199 gals.).
 AJ7737
 AJ7737.The modeled gravity was interpolated from observed gravity values.
 AJ7737
 AJ7737;                    North         East     Units Scale Factor Converg.
 AJ7737;SPC FL E     -   158,274.203   243,627.049   MT  0.99996467   +0 11 20.5
 AJ7737;SPC FL E     -   519,271.28    799,299.74   sFT  0.99996467   +0 11 20.5
 AJ7737;UTM  17      - 2,849,352.182   543,612.164   MT  0.99962349   +0 11 20.5
 AJ7737
 AJ7737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7737!SPC FL E     -   1.00000347  x   0.99996467  =   0.99996814
 AJ7737!UTM  17      -   1.00000347  x   0.99962349  =   0.99962695
 AJ7737
 AJ7737                          SUPERSEDED SURVEY CONTROL
 AJ7737
 AJ7737  NAVD 88 (12/12/02)    2.44   (m)            8.0    (f) LEVELING    3  
 AJ7737
 AJ7737.Superseded values are not recommended for survey control.
 AJ7737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7737.See file dsdata.txt to determine how the superseded data were derived.
 AJ7737
 AJ7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4361249352(NAD 83)
 AJ7737_MARKER: DD = SURVEY DISK
 AJ7737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7737_STAMPING: BM/87/00/F33 RESET
 AJ7737_MARK LOGO: FLDT  
 AJ7737_PROJECTION: RECESSED 8 CENTIMETERS
 AJ7737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7737+STABILITY: SURFACE MOTION
 AJ7737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7737+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7737
 AJ7737  HISTORY     - Date     Condition        Report By
 AJ7737  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7737  HISTORY     - 20011012 GOOD             LDBLS
 AJ7737  HISTORY     - 2002     GOOD             MAPTEC
 AJ7737
 AJ7737                          STATION DESCRIPTION
 AJ7737
 AJ7737'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7737'THE MARK IS ABOUT 135.2 KM (84.00 MI) SOUTHEAST OF NAPLES, ABOUT 26.5
 AJ7737'KM (16.44
 AJ7737'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7737'DEPARTMENT
 AJ7737'OF TRANSPORTATION.
 AJ7737' 
 AJ7737'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7737'TRAIL) AND
 AJ7737'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7737'WEST ON
 AJ7737'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7737'WITH STATE
 AJ7737'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 2.1 KM (1.32 MI) TO THE
 AJ7737'JUNCTION
 AJ7737'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S344, GO NORTH ALONG
 AJ7737'THE
 AJ7737'PAVED ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S344) 0.1 KM
 AJ7737'(0.05 MI)
 AJ7737'TO THE JUNCTION WITH A ROADWAY BETWEEN A CANAL AND LEVEE, GO WEST ON
 AJ7737'THE
 AJ7737'ROADWAY BETWEEN CANAL AND LEVEE 6.3 KM (3.91 MI) TO THE MARK ON THE
 AJ7737'RIGHT.
 AJ7737' 
 AJ7737'THE MARK IS 78.49 M (257.5 FT) EAST OF A WOOD UTILITY POLE, 72.48 M
 AJ7737'(237.8 FT)
 AJ7737'WEST OF QWEST COMMUNICATIONS BURIED FIBER OPTIC CABLE WARNING MARKER
 AJ7737'NUMBER
 AJ7737'07733, 14.63 M (48.0 FT) NORTH OF THE NORTH EDGE OF A CANAL, 12.95 M
 AJ7737'(42.5 FT)
 AJ7737'WEST OF A WOOD UTILITY POLE, 3.96 M (13.0 FT) SOUTH OF THE SOUTH TOE
 AJ7737'OF A
 AJ7737'LEVEE, 1.83 M (6.0 FT) SOUTH OF OVERHEAD ELECTRIC LINES, AND 0.43 M
 AJ7737'(1.4 FT)
 AJ7737'SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK SET FLUSH IN THE TOP
 AJ7737'OF A
 AJ7737'CONCRETE MONUMENT RECESSED 8 CM (0.25 FT) BELOW THE LEVEL OF THE
 AJ7737'GROUND AND
 AJ7737'ABOUT 2.44 M (8.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7737' 
 AJ7737'
 AJ7737
 AJ7737                          STATION RECOVERY (2002)
 AJ7737
 AJ7737'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7737'THE MARK IS ABOUT 135.2 KM (84.00 MI) SOUTHEAST OF NAPLES, ABOUT 26.5
 AJ7737'KM (16.44
 AJ7737'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7737'DEPARTMENT
 AJ7737'OF TRANSPORTATION.
 AJ7737' 
 AJ7737'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7737'TRAIL) AND
 AJ7737'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7737'WEST ON
 AJ7737'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7737'WITH STATE
 AJ7737'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 2.1 KM (1.32 MI) TO THE
 AJ7737'JUNCTION
 AJ7737'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S344, GO NORTH ALONG
 AJ7737'THE
 AJ7737'PAVED ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S344) 0.1 KM
 AJ7737'(0.05 MI)
 AJ7737'TO THE JUNCTION WITH A ROADWAY BETWEEN A CANAL AND LEVEE, GO WEST ON
 AJ7737'THE
 AJ7737'ROADWAY BETWEEN CANAL AND LEVEE 6.3 KM (3.91 MI) TO THE MARK ON THE
 AJ7737'RIGHT.
 AJ7737' 
 AJ7737'THE MARK IS 78.49 M (257.5 FT) EAST OF A WOOD UTILITY POLE, 72.48 M
 AJ7737'(237.8 FT)
 AJ7737'WEST OF QWEST COMMUNICATIONS BURIED FIBER OPTIC CABLE WARNING MARKER
 AJ7737'NUMBER
 AJ7737'07733, 14.63 M (48.0 FT) NORTH OF THE NORTH EDGE OF A CANAL, 12.95 M
 AJ7737'(42.5 FT)
 AJ7737'WEST OF A WOOD UTILITY POLE, 3.96 M (13.0 FT) SOUTH OF THE SOUTH TOE
 AJ7737'OF A
 AJ7737'LEVEE, 1.83 M (6.0 FT) SOUTH OF OVERHEAD ELECTRIC LINES, AND 0.43 M
 AJ7737'(1.4 FT)
 AJ7737'SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK SET FLUSH IN THE TOP
 AJ7737'OF A
 AJ7737'CONCRETE MONUMENT RECESSED 8 CM (0.25 FT) BELOW THE LEVEL OF THE
 AJ7737'GROUND AND
 AJ7737'ABOUT 2.44 M (8.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7737' 
 AJ7737'STATION RECOVERY (2002)
 AJ7737'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7737'RECOVERED AS DESCRIBED.
 AJ7737' 
 AJ7737'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7739 ***********************************************************************
 AJ7739  DESIGNATION -  87 00 F44 RESET
 AJ7739  PID         -  AJ7739
 AJ7739  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7739  USGS QUAD   -  COOPERTOWN (1973)
 AJ7739
 AJ7739                         *CURRENT SURVEY CONTROL
 AJ7739  ___________________________________________________________________
 AJ7739* NAD 83(1999)-  25 45 41.83143(N)    080 31 56.14019(W)     ADJUSTED  
 AJ7739* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 AJ7739  ___________________________________________________________________
 AJ7739  X           -     945,473.446 (meters)                     COMP
 AJ7739  Y           -  -5,669,535.372 (meters)                     COMP
 AJ7739  Z           -   2,755,291.829 (meters)                     COMP
 AJ7739  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AJ7739  ELLIP HEIGHT-         -22.20  (meters)          (12/12/02) GPS OBS
 AJ7739  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AJ7739  DYNAMIC HT  -           2.348 (meters)       7.70  (feet)  COMP
 AJ7739  MODELED GRAV-     979,029.6   (mgal)                       NAVD 88
 AJ7739
 AJ7739  HORZ ORDER  -  FIRST
 AJ7739  VERT ORDER  -  FIRST     CLASS II
 AJ7739  ELLP ORDER  -  FOURTH    CLASS I
 AJ7739
 AJ7739.The horizontal coordinates were established by GPS observations
 AJ7739.and adjusted by the National Geodetic Survey in December 2002..
 AJ7739
 AJ7739.The orthometric height was determined by differential leveling
 AJ7739.and adjusted by the National Geodetic Survey in March 2002..
 AJ7739
 AJ7739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7739
 AJ7739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7739
 AJ7739.The ellipsoidal height was determined by GPS observations
 AJ7739.and is referenced to NAD 83.
 AJ7739
 AJ7739.The geoid height was determined by GEOID03.
 AJ7739
 AJ7739.The dynamic height is computed by dividing the NAVD 88
 AJ7739.geopotential number by the normal gravity value computed on the
 AJ7739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7739.degrees latitude (g = 980.6199 gals.).
 AJ7739
 AJ7739.The modeled gravity was interpolated from observed gravity values.
 AJ7739
 AJ7739;                    North         East     Units Scale Factor Converg.
 AJ7739;SPC FL E     -   158,290.417   246,920.617   MT  0.99996835   +0 12 11.9
 AJ7739;SPC FL E     -   519,324.48    810,105.39   sFT  0.99996835   +0 12 11.9
 AJ7739;UTM  17      - 2,849,368.390   546,904.607   MT  0.99962716   +0 12 11.9
 AJ7739
 AJ7739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7739!SPC FL E     -   1.00000349  x   0.99996835  =   0.99997184
 AJ7739!UTM  17      -   1.00000349  x   0.99962716  =   0.99963065
 AJ7739
 AJ7739                          SUPERSEDED SURVEY CONTROL
 AJ7739
 AJ7739  NAVD 88 (12/12/02)    2.35   (m)            7.7    (f) LEVELING    3  
 AJ7739
 AJ7739.Superseded values are not recommended for survey control.
 AJ7739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7739.See file dsdata.txt to determine how the superseded data were derived.
 AJ7739
 AJ7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4690549368(NAD 83)
 AJ7739_MARKER: DD = SURVEY DISK
 AJ7739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7739_STAMPING: BM/87/00/F44 RESET
 AJ7739_MARK LOGO: FLDT  
 AJ7739_PROJECTION: FLUSH
 AJ7739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7739+STABILITY: SURFACE MOTION
 AJ7739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7739+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7739
 AJ7739  HISTORY     - Date     Condition        Report By
 AJ7739  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7739  HISTORY     - 20011012 GOOD             LDBLS
 AJ7739  HISTORY     - 2002     GOOD             MAPTEC
 AJ7739
 AJ7739                          STATION DESCRIPTION
 AJ7739
 AJ7739'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7739'THE MARK IS ABOUT 138.5 KM (86.05 MI) SOUTHEAST OF NAPLES, ABOUT 23.2
 AJ7739'KM (14.39
 AJ7739'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7739'DEPARTMENT
 AJ7739'OF TRANSPORTATION.
 AJ7739' 
 AJ7739'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7739'TRAIL) AND
 AJ7739'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7739'WEST ON
 AJ7739'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7739'WITH STATE
 AJ7739'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 2.1 KM (1.32 MI) TO THE
 AJ7739'JUNCTION
 AJ7739'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S344, GO NORTH ALONG
 AJ7739'THE
 AJ7739'PAVED ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S344) 0.1 KM
 AJ7739'(0.05 MI)
 AJ7739'TO THE JUNCTION WITH A ROADWAY BETWEEN A CANAL AND LEVEE, GO WEST ON
 AJ7739'THE
 AJ7739'ROADWAY BETWEEN CANAL AND LEVEE 3.0 KM (1.86 MI) TO THE MARK ON THE
 AJ7739'RIGHT.
 AJ7739' 
 AJ7739'THE MARK IS 79.86 M (262.0 FT) EAST OF A WOOD UTILITY POLE, 61.57 M
 AJ7739'(202.0 FT)
 AJ7739'WEST OF A QWEST COMMUNICATIONS BURIED FIBER OPTIC CABLE WARNING MARKER
 AJ7739'NUMBER
 AJ7739'07935, 15.85 M (52.0 FT) NORTH OF THE NORTH EDGE OF A CANAL, 11.84 M
 AJ7739'(37.2 FT)
 AJ7739'WEST OF A WOOD UTILITY POLE, 1.23 M (4.0 FT) SOUTH OF THE SOUTH TOE OF
 AJ7739'A LEVEE,
 AJ7739'AND 0.30 M (1.0 FT) SOUTH OF A METAL WITNESS POLE. THE MARK IS A DISK
 AJ7739'SET FLUSH
 AJ7739'IN THE TOP OF A CONCRETE MONUMENT RECESSED 2 CM (0.08 FT) BELOW THE
 AJ7739'LEVEL OF
 AJ7739'THE GROUND AND ABOUT 3.05 M (10.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7739' 
 AJ7739'
 AJ7739
 AJ7739                          STATION RECOVERY (2002)
 AJ7739
 AJ7739'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7739'THE MARK IS ABOUT 138.5 KM (86.05 MI) SOUTHEAST OF NAPLES, ABOUT 23.2
 AJ7739'KM (14.39
 AJ7739'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7739'DEPARTMENT
 AJ7739'OF TRANSPORTATION.
 AJ7739' 
 AJ7739'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7739'TRAIL) AND
 AJ7739'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7739'WEST ON
 AJ7739'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7739'WITH STATE
 AJ7739'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 2.1 KM (1.32 MI) TO THE
 AJ7739'JUNCTION
 AJ7739'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S344, GO NORTH ALONG
 AJ7739'THE
 AJ7739'PAVED ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S344) 0.1 KM
 AJ7739'(0.05 MI)
 AJ7739'TO THE JUNCTION WITH A ROADWAY BETWEEN A CANAL AND LEVEE, GO WEST ON
 AJ7739'THE
 AJ7739'ROADWAY BETWEEN CANAL AND LEVEE 3.0 KM (1.86 MI) TO THE MARK ON THE
 AJ7739'RIGHT.
 AJ7739' 
 AJ7739'THE MARK IS 79.86 M (262.0 FT) EAST OF A WOOD UTILITY POLE, 61.57 M
 AJ7739'(202.0 FT)
 AJ7739'WEST OF A QWEST COMMUNICATIONS BURIED FIBER OPTIC CABLE WARNING MARKER
 AJ7739'NUMBER
 AJ7739'07935, 15.85 M (52.0 FT) NORTH OF THE NORTH EDGE OF A CANAL, 11.84 M
 AJ7739'(37.2 FT)
 AJ7739'WEST OF A WOOD UTILITY POLE, 1.23 M (4.0 FT) SOUTH OF THE SOUTH TOE OF
 AJ7739'A LEVEE,
 AJ7739'AND 0.30 M (1.0 FT) SOUTH OF A METAL WITNESS POLE. THE MARK IS A DISK
 AJ7739'SET FLUSH
 AJ7739'IN THE TOP OF A CONCRETE MONUMENT RECESSED 2 CM (0.08 FT) BELOW THE
 AJ7739'LEVEL OF
 AJ7739'THE GROUND AND ABOUT 3.05 M (10.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7739' 
 AJ7739' 
 AJ7739'STATION RECOVERY (2002)
 AJ7739'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7739'RECOVERED AS DESCRIBED.
 AJ7739' 
 AJ7739'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4845 ***********************************************************************
 AC4845  DESIGNATION -  87 88 A 14
 AC4845  PID         -  AC4845
 AC4845  STATE/COUNTY-  FL/MIAMI-DADE
 AC4845  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC4845
 AC4845                         *CURRENT SURVEY CONTROL
 AC4845  ___________________________________________________________________
 AC4845* NAD 83(1999)-  25 14 25.63799(N)    080 26 03.62243(W)     ADJUSTED  
 AC4845* NAVD 88     -         0.9    (meters)       3.     (feet)  GPS OBS   
 AC4845  ___________________________________________________________________
 AC4845  X           -     959,291.953 (meters)                     COMP
 AC4845  Y           -  -5,692,420.641 (meters)                     COMP
 AC4845  Z           -   2,703,181.416 (meters)                     COMP
 AC4845  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AC4845  ELLIP HEIGHT-         -23.60  (meters)          (06/19/01) GPS OBS
 AC4845  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AC4845
 AC4845  HORZ ORDER  -  FIRST
 AC4845  ELLP ORDER  -  FOURTH    CLASS I
 AC4845
 AC4845.The horizontal coordinates were established by GPS observations
 AC4845.and adjusted by the National Geodetic Survey in June 2001..
 AC4845
 AC4845.The orthometric height was determined by GPS observations and a
 AC4845.high-resolution geoid model.
 AC4845
 AC4845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4845
 AC4845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4845
 AC4845.The ellipsoidal height was determined by GPS observations
 AC4845.and is referenced to NAD 83.
 AC4845
 AC4845.The geoid height was determined by GEOID03.
 AC4845
 AC4845;                    North         East     Units Scale Factor Converg.
 AC4845;SPC FL E     -   100,595.679   256,989.077   MT  0.99998127   +0 14 28.4
 AC4845;SPC FL E     -   330,037.66    843,138.33   sFT  0.99998127   +0 14 28.4
 AC4845;UTM  17      - 2,791,693.338   556,969.632   MT  0.99964008   +0 14 28.4
 AC4845
 AC4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4845!SPC FL E     -   1.00000371  x   0.99998127  =   0.99998498
 AC4845!UTM  17      -   1.00000371  x   0.99964008  =   0.99964379
 AC4845
 AC4845                          SUPERSEDED SURVEY CONTROL
 AC4845
 AC4845  NAD 83(1990)-  25 14 25.63721(N)    080 26 03.62260(W) AD(       ) 1
 AC4845  ELLIP H (12/14/93)  -23.56   (m)                       GP(       ) 4 1
 AC4845
 AC4845.Superseded values are not recommended for survey control.
 AC4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4845.See file dsdata.txt to determine how the superseded data were derived.
 AC4845
 AC4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5697091693(NAD 83)
 AC4845_MARKER: DD = SURVEY DISK
 AC4845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4845_SP_SET: CONCRETE POST
 AC4845_STAMPING: 87-88-A-14
 AC4845_MARK LOGO: FLDT  
 AC4845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4845+STABILITY: SURFACE MOTION
 AC4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4845+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1993
 AC4845
 AC4845  HISTORY     - Date     Condition        Report By
 AC4845  HISTORY     - UNK      MONUMENTED       FLDT
 AC4845  HISTORY     - 19930210 GOOD             KEISCH
 AC4845
 AC4845                          STATION DESCRIPTION
 AC4845
 AC4845'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1993
 AC4845'THE STATION LIES ABOUT 14.5 MI (23.3 KM) SOUTHEAST OF FLORIDA CITY AND
 AC4845'8.5 MI (13.7 KM) NORTHWEST OF THE CITY OF KEY LARGO IN THE EAST
 AC4845'RIGHT-OF-WAY OF U.S. 1 IN SECTION 33, TOWNSHIP 59 SOUTH, RANGE 39
 AC4845'EAST, DADE COUNTY, FLORIDA.
 AC4845'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 905 AND U.S. 1,
 AC4845'NORTHEAST OF THE CITY OF KEY LARGO, GO NORTHWEST AND THEN NORTH ON
 AC4845'U.S. 1 FOR 6.45 MI (10.38 KM) INTO DADE COUNTY TO THE STATION ON THE
 AC4845'RIGHT. THE STATION LIES 734 FT (223.7 M) NORTH OF MILE MARKER 113,
 AC4845'113.7 FT (34.7 M) NORTH OF A H-FRAME POWER POLE (NO 18 232A2), 1.2 FT
 AC4845'(0.4 M) EAST OF THE EAST EDGE OF PAVEMENT, AND 9 FT (2.7 M) WEST OF A
 AC4845'CARSONITE WITNESS POST.
 AC4845'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISC SET
 AC4845'IN A CONCRETE MONUMENTSET FLUSH WITH THE GROUND STAMPED 87-88-A-14.
 AC4845'REFERENCES--
 AC4845'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AC4845'AZIMUTH OF 209 DEGREES AT 8.15 FT (2.48 M).
 AC4845'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AC4845'AZIMUTH OF 310 DEGREES AT 7.68 FT (2.34 M).
 AC4845'SET IRON ROD WITH KEITH AND SCHNARS REFERENCE CAP, MAGNETIC AZIMUTH OF
 AC4845'45 DEGREES AT 11.50 FT (3.51 M).
 AC4845'KEITH AND SCHNARS NAIL AND DISC, SET IN WEST FACE OF THE WEST POLE OF
 AC4845'AN H-FRAME POWER POLE (NO 18 232A2), MAGNETIC AZIMUTH OF 159 DEGREES
 AC4845'AT 113.75 FT (34.67 M).
 AC4845'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 82 DEGREES AT 9.0 FT
 AC4845'(2.7 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4846 ***********************************************************************
 AC4846  DESIGNATION -  87 88 A 19
 AC4846  PID         -  AC4846
 AC4846  STATE/COUNTY-  FL/MIAMI-DADE
 AC4846  USGS QUAD   -  GLADES (1994)
 AC4846
 AC4846                         *CURRENT SURVEY CONTROL
 AC4846  ___________________________________________________________________
 AC4846* NAD 83(1999)-  25 17 19.68453(N)    080 26 41.46121(W)     ADJUSTED  
 AC4846* NAVD 88     -         3.7    (meters)      12.     (feet)  GPS OBS   
 AC4846  ___________________________________________________________________
 AC4846  X           -     957,868.651 (meters)                     COMP
 AC4846  Y           -  -5,690,344.875 (meters)                     COMP
 AC4846  Z           -   2,708,025.914 (meters)                     COMP
 AC4846  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AC4846  ELLIP HEIGHT-         -20.89  (meters)          (06/19/01) GPS OBS
 AC4846  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AC4846
 AC4846  HORZ ORDER  -  FIRST
 AC4846  ELLP ORDER  -  FOURTH    CLASS I
 AC4846
 AC4846.The horizontal coordinates were established by GPS observations
 AC4846.and adjusted by the National Geodetic Survey in June 2001..
 AC4846
 AC4846.The orthometric height was determined by GPS observations and a
 AC4846.high-resolution geoid model.
 AC4846
 AC4846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4846
 AC4846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4846
 AC4846.The ellipsoidal height was determined by GPS observations
 AC4846.and is referenced to NAD 83.
 AC4846
 AC4846.The geoid height was determined by GEOID03.
 AC4846
 AC4846;                    North         East     Units Scale Factor Converg.
 AC4846;SPC FL E     -   105,946.755   255,907.970   MT  0.99997976   +0 14 13.8
 AC4846;SPC FL E     -   347,593.65    839,591.40   sFT  0.99997976   +0 14 13.8
 AC4846;UTM  17      - 2,797,042.588   555,888.895   MT  0.99963857   +0 14 13.8
 AC4846
 AC4846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4846!SPC FL E     -   1.00000328  x   0.99997976  =   0.99998304
 AC4846!UTM  17      -   1.00000328  x   0.99963857  =   0.99964185
 AC4846
 AC4846                          SUPERSEDED SURVEY CONTROL
 AC4846
 AC4846  NAD 83(1990)-  25 17 19.68374(N)    080 26 41.46113(W) AD(       ) 1
 AC4846  ELLIP H (12/14/93)  -20.84   (m)                       GP(       ) 4 1
 AC4846
 AC4846.Superseded values are not recommended for survey control.
 AC4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4846.See file dsdata.txt to determine how the superseded data were derived.
 AC4846
 AC4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5588997043(NAD 83)
 AC4846_MARKER: DD = SURVEY DISK
 AC4846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4846_SP_SET: CONCRETE POST
 AC4846_STAMPING: 87-88-A-19
 AC4846_MARK LOGO: FLDT  
 AC4846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4846+STABILITY: SURFACE MOTION
 AC4846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4846+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1993
 AC4846
 AC4846  HISTORY     - Date     Condition        Report By
 AC4846  HISTORY     - UNK      MONUMENTED       FLDT
 AC4846  HISTORY     - 19930210 GOOD             KEISCH
 AC4846
 AC4846                          STATION DESCRIPTION
 AC4846
 AC4846'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1993
 AC4846'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTHEST OF FLORIDA
 AC4846'CITY AND 11 MI (17.7 KM) NORTHWEST OF THE CITY OF KEY LARGO IN THE
 AC4846'WEST RIGHT-OF-WAY OF U.S. 1 IN SECTION 17, TOWNSHIP 59 SOUTH, RANGE
 AC4846'39 EAST, DADE COUNTY, FLORIDA.
 AC4846'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 905 AND U.S. 1,
 AC4846'SOUTH OF FLORIDA CITY, GO SOUTH ON U.S. 1 FOR 9.85 MI (15.85 KM) TO
 AC4846'THE SOUTH END OF THE BRIDGE OVER CANAL C-111 AND THE STATION ON THE
 AC4846'LEFT. THE STATION LIES 250 FT (76.2 M) SOUTH OF THE CENTER OF THE
 AC4846'BRIDGE, 15.2 FT (4.6 M) WEST OF THE CENTERLINE OF U.S. 1, AND 9.1 FT
 AC4846'(2.8 M) EAST OF A CARSONITE WITNESS POST.
 AC4846'REFERENCES--
 AC4846'X-CUT, SET IN THE TOP OF A CONCRETE CURB, MAGNETIC AZIMUTH OF 210
 AC4846'DEGREES AT 10.89 FT (3.32 M).
 AC4846'X-CUT, SET IN THE TOP OF A CONCRETE CURB, MAGNETIC AZIMUTH OF 312
 AC4846'DEGREES AT 10.11 FT (3.08 M).
 AC4846'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVMENT, MAGNETIC
 AC4846'AZIMUTH OF 02 DEGREES AT 24.07 FT (7.34 M).
 AC4846'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVMENT, MAGNETC
 AC4846'AZIMUTH OF 158 DEGREES AT 16.17 FT (4.93 M).
 AC4846'FOUND METAL WITNESS POST, 8.1 FT (2.5 M) EAST.
 AC4846'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 278 DEGREES AT 8.1 FT
 AC4846'(2.5 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH2283 ***********************************************************************
 AH2283  DESIGNATION -  87 88 F15
 AH2283  PID         -  AH2283
 AH2283  STATE/COUNTY-  FL/MIAMI-DADE
 AH2283  USGS QUAD   -  OPA-LOCKA (1988)
 AH2283
 AH2283                         *CURRENT SURVEY CONTROL
 AH2283  ___________________________________________________________________
 AH2283* NAD 83(1986)-  25 57 24.     (N)    080 21 32.     (W)     SCALED    
 AH2283* NAVD 88     -         1.065  (meters)       3.49   (feet)  ADJUSTED  
 AH2283  ___________________________________________________________________
 AH2283  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AH2283  DYNAMIC HT  -           1.063 (meters)       3.49  (feet)  COMP
 AH2283  MODELED GRAV-     979,048.7   (mgal)                       NAVD 88
 AH2283
 AH2283  VERT ORDER  -  SECOND    CLASS II
 AH2283
 AH2283.The horizontal coordinates were scaled from a topographic map and have
 AH2283.an estimated accuracy of +/- 6 seconds.
 AH2283
 AH2283.The orthometric height was determined by differential leveling
 AH2283.and adjusted by the National Geodetic Survey in December 2001..
 AH2283.No vertical observational check was made to the station.
 AH2283
 AH2283.The geoid height was determined by GEOID03.
 AH2283
 AH2283.The dynamic height is computed by dividing the NAVD 88
 AH2283.geopotential number by the normal gravity value computed on the
 AH2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2283.degrees latitude (g = 980.6199 gals.).
 AH2283
 AH2283.The modeled gravity was interpolated from observed gravity values.
 AH2283
 AH2283;                    North         East    Units  Estimated Accuracy
 AH2283;SPC FL E     -   179,970.      264,210.      MT  (+/- 180 meters Scaled)
 AH2283
 AH2283                          SUPERSEDED SURVEY CONTROL
 AH2283
 AH2283.No superseded survey control is available for this station.
 AH2283
 AH2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ641710(NAD 83)
 AH2283_MARKER: DD = SURVEY DISK
 AH2283_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AH2283_STAMPING: 87 88 F15
 AH2283_MARK LOGO: FLDT  
 AH2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2283
 AH2283  HISTORY     - Date     Condition        Report By
 AH2283  HISTORY     - 1988     MONUMENTED       FLDT
 AH2283  HISTORY     - 19951101 GOOD             FLDT
 AH2283
 AH2283                          STATION DESCRIPTION
 AH2283
 AH2283'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AH2283'THE STATION IS LOCATED APPROXIMATELY 17.5 MILES (28.2 KM) SOUTHWEST OF
 AH2283'FORT LAUDERDALE AND AT THE BROWARD-DADE COUNTY LINE, ALONG INTERSTATE
 AH2283'HIGHWAY 75, NEAR THE SNAKE CREEK CANAL C9 BRIDGES. TO REACH THE
 AH2283'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND INTERSTATE
 AH2283'HIGHWAY 75 (ALLIGATOR ALLEY), GO EAST ON INTERSTATE HIGHWAY 75 FOR
 AH2283'6.05 MILES (9.74 KM) TO THE POINT WHERE INTERSTATE HIGHWAY 75 TURNS
 AH2283'SOUTH AND INTERSTATE HIGHWAY 595 CONTINUES EAST, CONTINUE SOUTH ON
 AH2283'INTERSTATE HIGHWAY 75 FOR 4.25 MILES (6.84 KM) TO THE GRIFFIN ROAD
 AH2283'(STATE ROAD 818) OVERPASS, CONTINUE SOUTH ON INTERSTATE HIGHWAY 75 FOR
 AH2283'7.5 MILES (12.1 KM) TO THE BROWARD-DADE COUNTY LINE AND THE BRIDGES
 AH2283'OVER SNAKE CREEK CANAL C9, FROM THIS POINT CONTINUE WEST ALONG THE
 AH2283'SOUTH SIDE OF THE CANAL FOR 0.5 MILE (0.8 KM) AND THE MARK, SET IN THE
 AH2283'TOP OF A CORAL ROCK OUTCROP. THE MARK CAN ALSO BE REACHED FROM THE
 AH2283'INTERSECTION OF U.S. HIGHWAY 27 AND STATE ROAD 820 (HOLLYWOOD
 AH2283'BOULEVARD) IN BROWARD COUNTY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.4
 AH2283'MILES (5.5 KM) TO BRIDGE OVER SNAKE CREEK CANAL C9, GO EAST ALONG THE
 AH2283'DIRT/CORAL ROAD ON THE SOUTH SIDE OF THE CANAL FOR 4.4 MILES (7.1 KM)
 AH2283'AND THE MARK. IT IS LOCATED 15.0 FEET (4.6 M) NORTH OF APPROXIMATE
 AH2283'CENTER OF THE DIRT/CORAL ROAD, 8.0 FEET (2.4 M) SOUTH OF THE SOUTH
 AH2283'EDGE OF THE CANAL AND 1.9 FEET (0.6 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7735 ***********************************************************************
 AJ7735  DESIGNATION -  87 88 F19
 AJ7735  PID         -  AJ7735
 AJ7735  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7735  USGS QUAD   -  COOPERTOWN (1973)
 AJ7735
 AJ7735                         *CURRENT SURVEY CONTROL
 AJ7735  ___________________________________________________________________
 AJ7735* NAD 83(1999)-  25 45 41.69477(N)    080 36 27.28679(W)     ADJUSTED  
 AJ7735* NAVD 88     -         2.712  (meters)       8.90   (feet)  ADJUSTED  
 AJ7735  ___________________________________________________________________
 AJ7735  X           -     938,020.081 (meters)                     COMP
 AJ7735  Y           -  -5,670,775.590 (meters)                     COMP
 AJ7735  Z           -   2,755,288.254 (meters)                     COMP
 AJ7735  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ7735  ELLIP HEIGHT-         -21.71  (meters)          (12/12/02) GPS OBS
 AJ7735  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ7735  DYNAMIC HT  -           2.708 (meters)       8.88  (feet)  COMP
 AJ7735  MODELED GRAV-     979,029.6   (mgal)                       NAVD 88
 AJ7735
 AJ7735  HORZ ORDER  -  FIRST
 AJ7735  VERT ORDER  -  FIRST     CLASS II
 AJ7735  ELLP ORDER  -  FOURTH    CLASS I
 AJ7735
 AJ7735.The horizontal coordinates were established by GPS observations
 AJ7735.and adjusted by the National Geodetic Survey in December 2002..
 AJ7735
 AJ7735.The orthometric height was determined by differential leveling
 AJ7735.and adjusted by the National Geodetic Survey in March 2002..
 AJ7735
 AJ7735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7735
 AJ7735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7735
 AJ7735.The ellipsoidal height was determined by GPS observations
 AJ7735.and is referenced to NAD 83.
 AJ7735
 AJ7735.The geoid height was determined by GEOID03.
 AJ7735
 AJ7735.The dynamic height is computed by dividing the NAVD 88
 AJ7735.geopotential number by the normal gravity value computed on the
 AJ7735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7735.degrees latitude (g = 980.6199 gals.).
 AJ7735
 AJ7735.The modeled gravity was interpolated from observed gravity values.
 AJ7735
 AJ7735;                    North         East     Units Scale Factor Converg.
 AJ7735;SPC FL E     -   158,261.561   239,365.070   MT  0.99996030   +0 10 14.0
 AJ7735;SPC FL E     -   519,229.80    785,316.90   sFT  0.99996030   +0 10 14.0
 AJ7735;UTM  17      - 2,849,339.545   539,351.639   MT  0.99961912   +0 10 14.0
 AJ7735
 AJ7735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7735!SPC FL E     -   1.00000341  x   0.99996030  =   0.99996371
 AJ7735!UTM  17      -   1.00000341  x   0.99961912  =   0.99962253
 AJ7735
 AJ7735                          SUPERSEDED SURVEY CONTROL
 AJ7735
 AJ7735  NAVD 88 (12/12/02)    2.71   (m)            8.9    (f) LEVELING    3  
 AJ7735
 AJ7735.Superseded values are not recommended for survey control.
 AJ7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7735.See file dsdata.txt to determine how the superseded data were derived.
 AJ7735
 AJ7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3935249340(NAD 83)
 AJ7735_MARKER: DD = SURVEY DISK
 AJ7735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7735_STAMPING: BM/87/88 F19
 AJ7735_MARK LOGO: FLDT  
 AJ7735_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7735+STABILITY: SURFACE MOTION
 AJ7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7735+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7735
 AJ7735  HISTORY     - Date     Condition        Report By
 AJ7735  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7735  HISTORY     - 20011011 GOOD             LDBLS
 AJ7735  HISTORY     - 2002     GOOD             MAPTEC
 AJ7735
 AJ7735                          STATION DESCRIPTION
 AJ7735
 AJ7735'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7735'THE MARK IS ABOUT 130.9 KM (81.36 MI) SOUTHEAST OF NAPLES, ABOUT 30.7
 AJ7735'KM (19.08
 AJ7735'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7735'DEPARTMENT
 AJ7735'OF TRANSPORTATION.
 AJ7735' 
 AJ7735'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7735'TRAIL) AND
 AJ7735'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7735'WEST ON
 AJ7735'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7735'WITH STATE
 AJ7735'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7735'JUNCTION
 AJ7735'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7735'THE PAVED
 AJ7735'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7735'MI) TO
 AJ7735'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7735'EAST ON
 AJ7735'THE ROADWAY 6.1 KM (4.14 MI) TO THE MARK ON THE LEFT.
 AJ7735' 
 AJ7735'THE MARK IS 117.41 M (385.2 FT) WEST OF QWEST COMMUNICATIONS BURIED
 AJ7735'FIBER OPTIC
 AJ7735'CABLE WARNING MARKER NUMBER 07424, 82.69 M (271.3 FT) WEST OF A WOOD
 AJ7735'UTILITY
 AJ7735'POLE, 14.94 M (49.0 FT) EAST OF (PARALLEL WITH LEVEE) THE EAST END OF
 AJ7735'A
 AJ7735'CONCRETE ENDWALL WHICH PARALELLS U.S. HIGHWAY 41 ON THE SOUTH EDGE OF
 AJ7735'THE
 AJ7735'CANAL, 8.38 M (27.5 FT) EAST OF A WOOD UTILITY POLE, 1.52 M (5.0 FT)
 AJ7735'SOUTH OF
 AJ7735'THE SOUTH TOE OF A LEVEE, 0.52 M (1.7 FT) SOUTH OF OVERHEAD ELECTRIC
 AJ7735'LINES, AND
 AJ7735'0.30 M (1.0 FT) SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK SET
 AJ7735'FLUSH IN
 AJ7735'THE TOP OF A CONCRETE MONUMENT RECESSED 5 CM (0.17 FT) BELOW LEVEL OF
 AJ7735'THE
 AJ7735'GROUND AND ABOUT 3.66 M (12.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7735' 
 AJ7735'
 AJ7735
 AJ7735                          STATION RECOVERY (2002)
 AJ7735
 AJ7735'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7735'THE MARK IS ABOUT 130.9 KM (81.36 MI) SOUTHEAST OF NAPLES, ABOUT 30.7
 AJ7735'KM (19.08
 AJ7735'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7735'DEPARTMENT
 AJ7735'OF TRANSPORTATION.
 AJ7735' 
 AJ7735'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7735'TRAIL) AND
 AJ7735'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7735'WEST ON
 AJ7735'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7735'WITH STATE
 AJ7735'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7735'JUNCTION
 AJ7735'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7735'THE PAVED
 AJ7735'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7735'MI) TO
 AJ7735'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7735'EAST ON
 AJ7735'THE ROADWAY 6.1 KM (4.14 MI) TO THE MARK ON THE LEFT.
 AJ7735' 
 AJ7735'THE MARK IS 117.41 M (385.2 FT) WEST OF QWEST COMMUNICATIONS BURIED
 AJ7735'FIBER OPTIC
 AJ7735'CABLE WARNING MARKER NUMBER 07424, 82.69 M (271.3 FT) WEST OF A WOOD
 AJ7735'UTILITY
 AJ7735'POLE, 14.94 M (49.0 FT) EAST OF (PARALLEL WITH LEVEE) THE EAST END OF
 AJ7735'A
 AJ7735'CONCRETE ENDWALL WHICH PARALELLS U.S. HIGHWAY 41 ON THE SOUTH EDGE OF
 AJ7735'THE
 AJ7735'CANAL, 8.38 M (27.5 FT) EAST OF A WOOD UTILITY POLE, 1.52 M (5.0 FT)
 AJ7735'SOUTH OF
 AJ7735'THE SOUTH TOE OF A LEVEE, 0.52 M (1.7 FT) SOUTH OF OVERHEAD ELECTRIC
 AJ7735'LINES, AND
 AJ7735'0.30 M (1.0 FT) SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK SET
 AJ7735'FLUSH IN
 AJ7735'THE TOP OF A CONCRETE MONUMENT RECESSED 5 CM (0.17 FT) BELOW LEVEL OF
 AJ7735'THE
 AJ7735'GROUND AND ABOUT 3.66 M (12.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7735' 
 AJ7735' 
 AJ7735'STATION RECOVERY (2002)
 AJ7735'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7735'RECOVERED AS DESCRIBED.
 AJ7735' 
 AJ7735'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7732 ***********************************************************************
 AJ7732  DESIGNATION -  87 88 F4
 AJ7732  PID         -  AJ7732
 AJ7732  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7732  USGS QUAD   -  LONG ISLAND (1973)
 AJ7732
 AJ7732                         *CURRENT SURVEY CONTROL
 AJ7732  ___________________________________________________________________
 AJ7732* NAD 83(1999)-  25 45 41.68048(N)    080 39 33.73021(W)     ADJUSTED  
 AJ7732* NAVD 88     -         2.758  (meters)       9.05   (feet)  ADJUSTED  
 AJ7732  ___________________________________________________________________
 AJ7732  X           -     932,893.917 (meters)                     COMP
 AJ7732  Y           -  -5,671,621.465 (meters)                     COMP
 AJ7732  Z           -   2,755,287.919 (meters)                     COMP
 AJ7732  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ7732  ELLIP HEIGHT-         -21.57  (meters)          (12/12/02) GPS OBS
 AJ7732  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AJ7732  DYNAMIC HT  -           2.754 (meters)       9.04  (feet)  COMP
 AJ7732  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 AJ7732
 AJ7732  HORZ ORDER  -  FIRST
 AJ7732  VERT ORDER  -  FIRST     CLASS II
 AJ7732  ELLP ORDER  -  FOURTH    CLASS I
 AJ7732
 AJ7732.The horizontal coordinates were established by GPS observations
 AJ7732.and adjusted by the National Geodetic Survey in December 2002..
 AJ7732
 AJ7732.The orthometric height was determined by differential leveling
 AJ7732.and adjusted by the National Geodetic Survey in March 2002..
 AJ7732
 AJ7732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7732
 AJ7732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7732
 AJ7732.The ellipsoidal height was determined by GPS observations
 AJ7732.and is referenced to NAD 83.
 AJ7732
 AJ7732.The geoid height was determined by GEOID03.
 AJ7732
 AJ7732.The dynamic height is computed by dividing the NAVD 88
 AJ7732.geopotential number by the normal gravity value computed on the
 AJ7732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7732.degrees latitude (g = 980.6199 gals.).
 AJ7732
 AJ7732.The modeled gravity was interpolated from observed gravity values.
 AJ7732
 AJ7732;                    North         East     Units Scale Factor Converg.
 AJ7732;SPC FL E     -   158,246.677   234,169.808   MT  0.99995559   +0 08 53.0
 AJ7732;SPC FL E     -   519,180.97    768,272.11   sFT  0.99995559   +0 08 53.0
 AJ7732;UTM  17      - 2,849,324.665   534,158.150   MT  0.99961441   +0 08 53.0
 AJ7732
 AJ7732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7732!SPC FL E     -   1.00000339  x   0.99995559  =   0.99995898
 AJ7732!UTM  17      -   1.00000339  x   0.99961441  =   0.99961780
 AJ7732
 AJ7732                          SUPERSEDED SURVEY CONTROL
 AJ7732
 AJ7732  NAVD 88 (12/12/02)    2.76   (m)            9.1    (f) LEVELING    3  
 AJ7732
 AJ7732.Superseded values are not recommended for survey control.
 AJ7732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7732.See file dsdata.txt to determine how the superseded data were derived.
 AJ7732
 AJ7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3415849325(NAD 83)
 AJ7732_MARKER: DD = SURVEY DISK
 AJ7732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7732_STAMPING: BM 87/88 F4
 AJ7732_MARK LOGO: FLDT  
 AJ7732_PROJECTION: FLUSH
 AJ7732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7732+STABILITY: SURFACE MOTION
 AJ7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7732+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7732
 AJ7732  HISTORY     - Date     Condition        Report By
 AJ7732  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7732  HISTORY     - 20011010 GOOD             LDBLS
 AJ7732  HISTORY     - 2002     GOOD             MAPTEC
 AJ7732
 AJ7732                          STATION DESCRIPTION
 AJ7732
 AJ7732'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7732'THE MARK IS ABOUT 125.7 KM (78.13 MI) SOUTHEAST OF NAPLES, ABOUT 35.9
 AJ7732'KM (22.31
 AJ7732'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7732'DEPARTMENT
 AJ7732'OF TRANSPORTATION.
 AJ7732' 
 AJ7732'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7732'TRAIL) AND
 AJ7732'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7732'WEST ON
 AJ7732'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7732'WITH STATE
 AJ7732'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7732'JUNCTION
 AJ7732'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7732'THE PAVED
 AJ7732'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7732'MI) TO
 AJ7732'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7732'EAST ON
 AJ7732'THE ROADWAY 1.5 KM (0.91 MI) TO THE MARK ON THE LEFT.
 AJ7732' 
 AJ7732'THE MARK IS 89.9 M (295.0 FT) EAST OF QWEST COMMUNICATIONS BURIED
 AJ7732'FIBER OPTIC
 AJ7732'CABLE WARNING MARKER NUMBER 07134, 56.54 M (185.5 FT) WEST OF A WOOD
 AJ7732'UTILITY
 AJ7732'POLE, 35.05 M (115.0 FT) EAST OF A WOOD UTILITY POLE, 18.90 M (62.0
 AJ7732'FT) NORTH
 AJ7732'OF THE NORTH EDGE OF A CANAL, 0.91 M (3.0 FT) SOUTH OF THE SOUTH TOE
 AJ7732'OF A
 AJ7732'LEVEE, 0.73 M (2.4 FT) NORTH OF OVERHEAD ELECTRIC LINES, AND 0.30 M
 AJ7732'(1.0 FT)
 AJ7732'SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK SET FLUSH IN THE TOP
 AJ7732'OF A
 AJ7732'CONCRETE MONUMENT FLUSH WITH THE LEVEL OF THE GROUND AND ABOUT 2.44 M
 AJ7732'(8.0 FT)
 AJ7732'BELOW THE TOP OF THE LEVEE.
 AJ7732' 
 AJ7732'
 AJ7732
 AJ7732                          STATION RECOVERY (2002)
 AJ7732
 AJ7732'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7732'THE MARK IS ABOUT 125.7 KM (78.13 MI) SOUTHEAST OF NAPLES, ABOUT 35.9
 AJ7732'KM (22.31
 AJ7732'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7732'DEPARTMENT
 AJ7732'OF TRANSPORTATION.
 AJ7732' 
 AJ7732'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7732'TRAIL) AND
 AJ7732'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7732'WEST ON
 AJ7732'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7732'WITH STATE
 AJ7732'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AJ7732'JUNCTION
 AJ7732'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AJ7732'THE PAVED
 AJ7732'ROAD (CROSSING A BRIDGE ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05
 AJ7732'MI) TO
 AJ7732'THE JUNCTION WITH A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO
 AJ7732'EAST ON
 AJ7732'THE ROADWAY 1.5 KM (0.91 MI) TO THE MARK ON THE LEFT.
 AJ7732' 
 AJ7732'THE MARK IS 89.9 M (295.0 FT) EAST OF QWEST COMMUNICATIONS BURIED
 AJ7732'FIBER OPTIC
 AJ7732'CABLE WARNING MARKER NUMBER 07134, 56.54 M (185.5 FT) WEST OF A WOOD
 AJ7732'UTILITY
 AJ7732'POLE, 35.05 M (115.0 FT) EAST OF A WOOD UTILITY POLE, 18.90 M (62.0
 AJ7732'FT) NORTH
 AJ7732'OF THE NORTH EDGE OF A CANAL, 0.91 M (3.0 FT) SOUTH OF THE SOUTH TOE
 AJ7732'OF A
 AJ7732'LEVEE, 0.73 M (2.4 FT) NORTH OF OVERHEAD ELECTRIC LINES, AND 0.30 M
 AJ7732'(1.0 FT)
 AJ7732'SOUTH OF A METAL WITNESS POST. THE MARK IS A DISK SET FLUSH IN THE TOP
 AJ7732'OF A
 AJ7732'CONCRETE MONUMENT FLUSH WITH THE LEVEL OF THE GROUND AND ABOUT 2.44 M
 AJ7732'(8.0 FT)
 AJ7732'BELOW THE TOP OF THE LEVEE.
 AJ7732' 
 AJ7732' 
 AJ7732'STATION RECOVERY (2002)
 AJ7732'RECOVERY NOTE BY MAPTECH, INCORPORATED (2002)
 AJ7732'RECOVERED AS DESCRIBED.
 AJ7732' 
 AJ7732'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA5359 ***********************************************************************
 AA5359  DESIGNATION -  87 91 C 26
 AA5359  PID         -  AA5359
 AA5359  STATE/COUNTY-  FL/MIAMI-DADE
 AA5359  USGS QUAD   -  HIALEAH (1994)
 AA5359
 AA5359                         *CURRENT SURVEY CONTROL
 AA5359  ___________________________________________________________________
 AA5359* NAD 83(1986)-  25 51 10.     (N)    080 19 16.     (W)     SCALED    
 AA5359* NAVD 88     -         1.411  (meters)       4.63   (feet)  ADJUSTED  
 AA5359  ___________________________________________________________________
 AA5359  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AA5359  DYNAMIC HT  -           1.409 (meters)       4.62  (feet)  COMP
 AA5359  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 AA5359
 AA5359  VERT ORDER  -  FIRST     CLASS II
 AA5359
 AA5359.The horizontal coordinates were scaled from a topographic map and have
 AA5359.an estimated accuracy of +/- 6 seconds.
 AA5359
 AA5359.The orthometric height was determined by differential leveling
 AA5359.and adjusted by the National Geodetic Survey in April 2001..
 AA5359
 AA5359.The geoid height was determined by GEOID03.
 AA5359
 AA5359.The dynamic height is computed by dividing the NAVD 88
 AA5359.geopotential number by the normal gravity value computed on the
 AA5359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5359.degrees latitude (g = 980.6199 gals.).
 AA5359
 AA5359.The modeled gravity was interpolated from observed gravity values.
 AA5359
 AA5359;                    North         East    Units  Estimated Accuracy
 AA5359;SPC FL E     -   168,480.      268,050.      MT  (+/- 180 meters Scaled)
 AA5359
 AA5359                          SUPERSEDED SURVEY CONTROL
 AA5359
 AA5359.No superseded survey control is available for this station.
 AA5359
 AA5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ680595(NAD 83)
 AA5359_MARKER: DD = SURVEY DISK
 AA5359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5359_STAMPING: 87 91 C 26
 AA5359_MARK LOGO: FLDT  
 AA5359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5359+STABILITY: SURFACE MOTION
 AA5359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5359+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1995
 AA5359
 AA5359  HISTORY     - Date     Condition        Report By
 AA5359  HISTORY     - 1991     MONUMENTED       FLDT
 AA5359  HISTORY     - 19950509 GOOD             NGS
 AA5359
 AA5359                          STATION DESCRIPTION
 AA5359
 AA5359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5359'THE MARK IS ABOUT 15.7 MI (25.3 KM) NORTH-NORTHWEST OF MIAMI, 1.6 MI
 AA5359'(2.6 KM) WEST OF HIALEAH IN SECTION 11, TOWNSHIP 53 SOUTH, RANGE 40
 AA5359'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AA5359'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AA5359'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AA5359'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AA5359'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AA5359'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AA5359'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AA5359'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AA5359'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5359'FOR 1.75 MI (2.82 KM) TO THE INTERSECTION OF STATE HIGHWAY 826
 AA5359'(PALMETTO EXPRESSWAY) OVERPASS, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5359'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AA5359'CONCRETE MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE
 AA5359'GROUND. LOCATED 37.0 FT (11.3 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 AA5359'HIGHWAY 27, 4.6 FT (1.4 M) SOUTHWEST OF THE EDGE OF THE ASPHALT AND
 AA5359'4.0 FT (1.2 M) NORTHEAST OF A FLDOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA5358 ***********************************************************************
 AA5358  DESIGNATION -  87 91 C 27
 AA5358  PID         -  AA5358
 AA5358  STATE/COUNTY-  FL/MIAMI-DADE
 AA5358  USGS QUAD   -  HIALEAH (1994)
 AA5358
 AA5358                         *CURRENT SURVEY CONTROL
 AA5358  ___________________________________________________________________
 AA5358* NAD 83(1986)-  25 51 21.     (N)    080 19 34.     (W)     SCALED    
 AA5358* NAVD 88     -         1.526  (meters)       5.01   (feet)  ADJUSTED  
 AA5358  ___________________________________________________________________
 AA5358  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AA5358  DYNAMIC HT  -           1.523 (meters)       5.00  (feet)  COMP
 AA5358  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AA5358
 AA5358  VERT ORDER  -  FIRST     CLASS II
 AA5358
 AA5358.The horizontal coordinates were scaled from a topographic map and have
 AA5358.an estimated accuracy of +/- 6 seconds.
 AA5358
 AA5358.The orthometric height was determined by differential leveling
 AA5358.and adjusted by the National Geodetic Survey in April 2001..
 AA5358
 AA5358.The geoid height was determined by GEOID03.
 AA5358
 AA5358.The dynamic height is computed by dividing the NAVD 88
 AA5358.geopotential number by the normal gravity value computed on the
 AA5358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5358.degrees latitude (g = 980.6199 gals.).
 AA5358
 AA5358.The modeled gravity was interpolated from observed gravity values.
 AA5358
 AA5358;                    North         East    Units  Estimated Accuracy
 AA5358;SPC FL E     -   168,820.      267,550.      MT  (+/- 180 meters Scaled)
 AA5358
 AA5358                          SUPERSEDED SURVEY CONTROL
 AA5358
 AA5358.No superseded survey control is available for this station.
 AA5358
 AA5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ675598(NAD 83)
 AA5358_MARKER: DD = SURVEY DISK
 AA5358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5358_STAMPING: 87 91 C 27
 AA5358_MARK LOGO: FLDT  
 AA5358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5358+STABILITY: SURFACE MOTION
 AA5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5358+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1995
 AA5358
 AA5358  HISTORY     - Date     Condition        Report By
 AA5358  HISTORY     - 1991     MONUMENTED       FLDT
 AA5358  HISTORY     - 19950905 GOOD             NGS
 AA5358
 AA5358                          STATION DESCRIPTION
 AA5358
 AA5358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5358'THE MARK IS ABOUT 16.2 MI (26.1 KM) NORTH-NORTHWEST OF MIAMI, 2.1 MI
 AA5358'(3.4 KM) WEST OF HIALEAH IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 40
 AA5358'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AA5358'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AA5358'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AA5358'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AA5358'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AA5358'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AA5358'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AA5358'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AA5358'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5358'FOR 1.4 MI (2.3 KM) TO MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 AA5358'MONUMENT 4.0 FT (1.2 M) BELOW THE LEVEL OF U.S. HIGHWAY 27 AND
 AA5358'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND.  ALSO 0.35 MI
 AA5358'(0.56 KM) NORTH OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 AA5358'HIGHWAY 826 (PALMETTO EXPRESSWAY). LOCATED 33.5 FT (10.2 M) SOUTHWEST
 AA5358'OF THE CENTERLINE OF U.S. HIGHWAY 27, 13.6 FT (4.1 M) NORTH OF A POWER
 AA5358'POLE, 5.5 FT (1.7 M) NORTHEAST OF A FLDOT METAL WITNESS POST, 4.5 FT
 AA5358'(1.4 M) SOUTHWEST OF THE EDGE OF THE ASPHALT AND 2.8 FT (0.9 M)
 AA5358'NORTHEAST OF THE METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA5357 ***********************************************************************
 AA5357  DESIGNATION -  87 91 C 28
 AA5357  PID         -  AA5357
 AA5357  STATE/COUNTY-  FL/MIAMI-DADE
 AA5357  USGS QUAD   -  HIALEAH (1994)
 AA5357
 AA5357                         *CURRENT SURVEY CONTROL
 AA5357  ___________________________________________________________________
 AA5357* NAD 83(1986)-  25 51 41.     (N)    080 19 58.     (W)     SCALED    
 AA5357* NAVD 88     -         1.135  (meters)       3.72   (feet)  ADJUSTED  
 AA5357  ___________________________________________________________________
 AA5357  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AA5357  DYNAMIC HT  -           1.133 (meters)       3.72  (feet)  COMP
 AA5357  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 AA5357
 AA5357  VERT ORDER  -  FIRST     CLASS II
 AA5357
 AA5357.The horizontal coordinates were scaled from a topographic map and have
 AA5357.an estimated accuracy of +/- 6 seconds.
 AA5357
 AA5357.The orthometric height was determined by differential leveling
 AA5357.and adjusted by the National Geodetic Survey in April 2001..
 AA5357.WARNING-Repeat measurements at this control monument indicate possible
 AA5357.vertical movement.
 AA5357
 AA5357.The geoid height was determined by GEOID03.
 AA5357
 AA5357.The dynamic height is computed by dividing the NAVD 88
 AA5357.geopotential number by the normal gravity value computed on the
 AA5357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5357.degrees latitude (g = 980.6199 gals.).
 AA5357
 AA5357.The modeled gravity was interpolated from observed gravity values.
 AA5357
 AA5357;                    North         East    Units  Estimated Accuracy
 AA5357;SPC FL E     -   169,430.      266,880.      MT  (+/- 180 meters Scaled)
 AA5357
 AA5357                          SUPERSEDED SURVEY CONTROL
 AA5357
 AA5357.No superseded survey control is available for this station.
 AA5357
 AA5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ668605(NAD 83)
 AA5357_MARKER: DD = SURVEY DISK
 AA5357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA5357_SP_SET: STORM DRAIN
 AA5357_STAMPING: 87 91 C 28
 AA5357_MARK LOGO: FLDT  
 AA5357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5357+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AA5357
 AA5357  HISTORY     - Date     Condition        Report By
 AA5357  HISTORY     - 1991     MONUMENTED       FLDT
 AA5357  HISTORY     - 19950905 GOOD             NGS
 AA5357  HISTORY     - 20050116 GOOD             BAKER
 AA5357
 AA5357                          STATION DESCRIPTION
 AA5357
 AA5357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5357'THE MARK IS ABOUT 16.7 MI (26.9 KM) NORTH-NORTHWEST OF MIAMI, 2.6 MI
 AA5357'(4.2 KM) WEST OF HIALEAH IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 40
 AA5357'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AA5357'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AA5357'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AA5357'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AA5357'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AA5357'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AA5357'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AA5357'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AA5357'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5357'FOR 0.85 MI (1.37 KM) TO MARK ON THE RIGHT, SET ON THE TOP OF THE EAST
 AA5357'CORNER OF A 7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN.  ALSO 0.9 MI
 AA5357'(1.4 KM) NORTH OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 AA5357'HIGHWAY 826 (PALMETTO EXPRESSWAY). LOCATED 47.0 FT (14.3 M) SOUTHWEST
 AA5357'OF THE CENTERLINE OF U.S. HIGHWAY 27, 20.0 FT (6.1 M) SOUTHWEST OF THE
 AA5357'EDGE OF THE ASPHALT, 10.4 FT (3.2 M) NORTHEAST OF A FLDOT METAL
 AA5357'WITNESS POST AND 8.7 FT (2.7 M) NORTHEAST OF THE METAL GUARDRAIL.
 AA5357
 AA5357                          STATION RECOVERY (2005)
 AA5357
 AA5357'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH)
 AA5357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7777 ***********************************************************************
 AB7777  DESIGNATION -  87 91 C 29
 AB7777  PID         -  AB7777
 AB7777  STATE/COUNTY-  FL/MIAMI-DADE
 AB7777  USGS QUAD   -  HIALEAH (1994)
 AB7777
 AB7777                         *CURRENT SURVEY CONTROL
 AB7777  ___________________________________________________________________
 AB7777* NAD 83(1986)-  25 51 56.     (N)    080 20 18.     (W)     SCALED    
 AB7777* NAVD 88     -         1.946  (meters)       6.38   (feet)  ADJUSTED  
 AB7777  ___________________________________________________________________
 AB7777  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AB7777  DYNAMIC HT  -           1.943 (meters)       6.37  (feet)  COMP
 AB7777  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 AB7777
 AB7777  VERT ORDER  -  FIRST     CLASS II
 AB7777
 AB7777.The horizontal coordinates were scaled from a topographic map and have
 AB7777.an estimated accuracy of +/- 6 seconds.
 AB7777
 AB7777.The orthometric height was determined by differential leveling
 AB7777.and adjusted by the National Geodetic Survey in March 1997..
 AB7777
 AB7777.The geoid height was determined by GEOID03.
 AB7777
 AB7777.The dynamic height is computed by dividing the NAVD 88
 AB7777.geopotential number by the normal gravity value computed on the
 AB7777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7777.degrees latitude (g = 980.6199 gals.).
 AB7777
 AB7777.The modeled gravity was interpolated from observed gravity values.
 AB7777
 AB7777;                    North         East    Units  Estimated Accuracy
 AB7777;SPC FL E     -   169,890.      266,320.      MT  (+/- 180 meters Scaled)
 AB7777
 AB7777                          SUPERSEDED SURVEY CONTROL
 AB7777
 AB7777.No superseded survey control is available for this station.
 AB7777
 AB7777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ662609(NAD 83)
 AB7777_MARKER: DD = SURVEY DISK
 AB7777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7777_SP_SET: STORM DRAIN
 AB7777_STAMPING: 87 91 C 29
 AB7777_MARK LOGO: FLDT  
 AB7777_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7777+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7777
 AB7777  HISTORY     - Date     Condition        Report By
 AB7777  HISTORY     - 1991     MONUMENTED       FLDT
 AB7777  HISTORY     - 19930803 GOOD             NGS
 AB7777
 AB7777                          STATION DESCRIPTION
 AB7777
 AB7777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7777'THE MARK IS ABOUT 17.1 MI (27.5 KM) NORTH-NORTHWEST OF MIAMI, 3.0 MI
 AB7777'(4.8 KM) WEST OF HIALEAH IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 40
 AB7777'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AB7777'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AB7777'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7777'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7777'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7777'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7777'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7777'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AB7777'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AB7777'FOR 0.4 MI (0.6 KM) TO MARK ON THE RIGHT, SET ON THE TOP OF THE SOUTH
 AB7777'CORNER OF A 7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN.  ALSO 1.35 MI
 AB7777'(2.17 KM) NORTH OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 AB7777'HIGHWAY 826 (PALMETTO EXPRESSWAY), 55.0 FT (16.8 M) WEST OF A LIGHT
 AB7777'POLE, 42.0 FT (12.8 M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27,
 AB7777'13.7 FT (4.2 M) SOUTHWEST OF THE EDGE OF THE ASPHALT, 5.6 FT (1.7 M)
 AB7777'NORTHEAST OF A FLDOT METAL WITNESS POST, AND 4.0 FT (1.2 M) NORTHEAST
 AB7777'OF THE METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7778 ***********************************************************************
 AB7778  DESIGNATION -  87 91 D 01
 AB7778  PID         -  AB7778
 AB7778  STATE/COUNTY-  FL/MIAMI-DADE
 AB7778  USGS QUAD   -  MIAMI (1994)
 AB7778
 AB7778                         *CURRENT SURVEY CONTROL
 AB7778  ___________________________________________________________________
 AB7778* NAD 83(1986)-  25 48 46.     (N)    080 14 10.     (W)     SCALED    
 AB7778* NAVD 88     -         3.875  (meters)      12.71   (feet)  ADJUSTED  
 AB7778  ___________________________________________________________________
 AB7778  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AB7778  DYNAMIC HT  -           3.869 (meters)      12.69  (feet)  COMP
 AB7778  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AB7778
 AB7778  VERT ORDER  -  FIRST     CLASS II
 AB7778
 AB7778.The horizontal coordinates were scaled from a topographic map and have
 AB7778.an estimated accuracy of +/- 6 seconds.
 AB7778
 AB7778.The orthometric height was determined by differential leveling
 AB7778.and adjusted by the National Geodetic Survey in March 1997..
 AB7778
 AB7778.The geoid height was determined by GEOID03.
 AB7778
 AB7778.The dynamic height is computed by dividing the NAVD 88
 AB7778.geopotential number by the normal gravity value computed on the
 AB7778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7778.degrees latitude (g = 980.6199 gals.).
 AB7778
 AB7778.The modeled gravity was interpolated from observed gravity values.
 AB7778
 AB7778;                    North         East    Units  Estimated Accuracy
 AB7778;SPC FL E     -   164,100.      276,600.      MT  (+/- 180 meters Scaled)
 AB7778
 AB7778                          SUPERSEDED SURVEY CONTROL
 AB7778
 AB7778.No superseded survey control is available for this station.
 AB7778
 AB7778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765551(NAD 83)
 AB7778_MARKER: DD = SURVEY DISK
 AB7778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7778_STAMPING: 87 91 D 01
 AB7778_MARK LOGO: FLDT  
 AB7778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7778+STABILITY: SURFACE MOTION
 AB7778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7778+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7778
 AB7778  HISTORY     - Date     Condition        Report By
 AB7778  HISTORY     - 1991     MONUMENTED       FLDT
 AB7778  HISTORY     - 19930803 GOOD             NGS
 AB7778
 AB7778                          STATION DESCRIPTION
 AB7778
 AB7778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7778'THE MARK IS IN MIAMI, AT THE JUNCTION OF NW 41ST ST AND NW 24TH ST IN
 AB7778'SECTION 22, TOWNSHIP 53 SOUTH, RANGE 41 EAST. TO REACH THE MARK FROM
 AB7778'THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD 25 (NW 36TH ST) AND NE
 AB7778'2ND AVE (FEDERAL HIGHWAY), UNDER THE INTERSTATE 195, STATE ROAD 112
 AB7778'OVERPASS, GO WEST ON U.S. HIGHWAY 27, STATE ROAD 25 (NW 36TH ST) FOR
 AB7778'3.4 MI (5.5 KM) TO THE INTERSECTION OF NW 22ND AVE, TURN RIGHT ON NW
 AB7778'22ND AVE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF NW
 AB7778'41ST ST, TURN LEFT ON NW 41ST ST AND GO EAST FOR 0.25 MI (0.40 KM) TO
 AB7778'THE MARK ON THE LEFT, IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2
 AB7778'FT (6.1 CM) BELOW THE LEVEL OF THE GROUND, 16.0 FT (4.9 M) EAST OF THE
 AB7778'APPROXIMATE CENTERLINE OF NW 24TH AVE, 15.0 FT (4.6 M) NORTHEAST OF
 AB7778'THE EAST GATE POST, 13.3 FT (4.1 M) SOUTH OF THE APPROXIMATE
 AB7778'CENTERLINE OF NW 41ST ST, 4.9 FT (1.5 M) NORTH OF A POWER POLE NUMBER
 AB7778'610DN922 WITH A TELEPHONE JUNCTION BOX ATTACHED AND 2.8 FT (0.9 M)
 AB7778'SOUTH OF THE SOUTH EDGE OF NW 41ST ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7763 ***********************************************************************
 AB7763  DESIGNATION -  87 93 A 24
 AB7763  PID         -  AB7763
 AB7763  STATE/COUNTY-  FL/MIAMI-DADE
 AB7763  USGS QUAD   -  PENNSUCO (1988)
 AB7763
 AB7763                         *CURRENT SURVEY CONTROL
 AB7763  ___________________________________________________________________
 AB7763* NAD 83(1986)-  25 57 01.     (N)    080 25 52.     (W)     SCALED    
 AB7763* NAVD 88     -         2.521  (meters)       8.27   (feet)  ADJUSTED  
 AB7763  ___________________________________________________________________
 AB7763  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AB7763  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 AB7763  MODELED GRAV-     979,044.3   (mgal)                       NAVD 88
 AB7763
 AB7763  VERT ORDER  -  FIRST     CLASS II
 AB7763
 AB7763.The horizontal coordinates were scaled from a topographic map and have
 AB7763.an estimated accuracy of +/- 6 seconds.
 AB7763
 AB7763.The orthometric height was determined by differential leveling
 AB7763.and adjusted by the National Geodetic Survey in March 1997..
 AB7763
 AB7763.The geoid height was determined by GEOID03.
 AB7763
 AB7763.The dynamic height is computed by dividing the NAVD 88
 AB7763.geopotential number by the normal gravity value computed on the
 AB7763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7763.degrees latitude (g = 980.6199 gals.).
 AB7763
 AB7763.The modeled gravity was interpolated from observed gravity values.
 AB7763
 AB7763;                    North         East    Units  Estimated Accuracy
 AB7763;SPC FL E     -   179,230.      256,980.      MT  (+/- 180 meters Scaled)
 AB7763
 AB7763                          SUPERSEDED SURVEY CONTROL
 AB7763
 AB7763.No superseded survey control is available for this station.
 AB7763
 AB7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ569703(NAD 83)
 AB7763_MARKER: DD = SURVEY DISK
 AB7763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7763_STAMPING: 87 93 A 24
 AB7763_MARK LOGO: FLDT  
 AB7763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7763+STABILITY: SURFACE MOTION
 AB7763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7763+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AB7763
 AB7763  HISTORY     - Date     Condition        Report By
 AB7763  HISTORY     - 1993     MONUMENTED       FLDT
 AB7763  HISTORY     - 19930803 GOOD             NGS
 AB7763  HISTORY     - 20001117 GOOD             FLDEP
 AB7763  HISTORY     - 20050831 GOOD             WEIDEN
 AB7763
 AB7763                          STATION DESCRIPTION
 AB7763
 AB7763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7763'THE MARK IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST OF COOPER CITY, 25.5 MI
 AB7763'(41.0 KM) NORTH-NORTHWEST OF MIAMI, AT THE JUNCTION OF U.S. HIGHWAY 27
 AB7763'AND STATE HIGHWAY 997 IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 39 EAST.
 AB7763'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE
 AB7763'EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S.
 AB7763'HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE HIGHWAY
 AB7763'818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55 MI
 AB7763'(5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7763'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7763'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7763'HIGHWAY 997 AND THE MARK ON THE RIGHT, IN THE MEDIAN OF STATE HIGHWAY
 AB7763'997, SET IN THE TOP OF A CONCRETE MONUMENT LEVEL WITH U.S. HIGHWAY 27
 AB7763'AND FLUSH WITH THE GROUND. LOCATED 81.0 FT (24.7 M) SOUTH-SOUTHWEST OF
 AB7763'A METAL LIGHT POLE WITH TWO LIGHTS ATTACHED, 62.0 FT (18.9 M) NORTH OF
 AB7763'THE APPROXIMATE CENTERLINE OF THE EASTBOUND LANE OF STATE HIGHWAY 997,
 AB7763'51.0 FT (15.5 M) EAST OF THE EDGE OF THE ASPHALT OF THE EASTBOUND LANE
 AB7763'OF STATE HIGHWAY 997, 37.5 FT (11.4 M) WEST OF THE CENTERLINE OF U.S.
 AB7763'HIGHWAY 27, 19.0 FT (5.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 AB7763'WESTBOUND LANE OF STATE HIGHWAY 997, 16.7 FT (5.1 M) WEST OF THE EDGE
 AB7763'OF THE ASPHALT OF U.S. HIGHWAY 27 AND 5.7 FT (1.7 M) SOUTH OF THE EDGE
 AB7763'OF THE ASPHALT OF THE WESTBOUND LANE OF STATE HIGHWAY 997.
 AB7763
 AB7763                          STATION RECOVERY (2000)
 AB7763
 AB7763'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7763'RECOVERED AS DESCRIBED.
 AB7763
 AB7763                          STATION RECOVERY (2005)
 AB7763
 AB7763'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7764 ***********************************************************************
 AB7764  DESIGNATION -  87 93 A 25
 AB7764  PID         -  AB7764
 AB7764  STATE/COUNTY-  FL/MIAMI-DADE
 AB7764  USGS QUAD   -  PENNSUCO (1988)
 AB7764
 AB7764                         *CURRENT SURVEY CONTROL
 AB7764  ___________________________________________________________________
 AB7764* NAD 83(1986)-  25 56 38.     (N)    080 25 51.     (W)     SCALED    
 AB7764* NAVD 88     -         2.300  (meters)       7.55   (feet)  ADJUSTED  
 AB7764  ___________________________________________________________________
 AB7764  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AB7764  DYNAMIC HT  -           2.296 (meters)       7.53  (feet)  COMP
 AB7764  MODELED GRAV-     979,043.5   (mgal)                       NAVD 88
 AB7764
 AB7764  VERT ORDER  -  FIRST     CLASS II
 AB7764
 AB7764.The horizontal coordinates were scaled from a topographic map and have
 AB7764.an estimated accuracy of +/- 6 seconds.
 AB7764
 AB7764.The orthometric height was determined by differential leveling
 AB7764.and adjusted by the National Geodetic Survey in March 1997..
 AB7764
 AB7764.The geoid height was determined by GEOID03.
 AB7764
 AB7764.The dynamic height is computed by dividing the NAVD 88
 AB7764.geopotential number by the normal gravity value computed on the
 AB7764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7764.degrees latitude (g = 980.6199 gals.).
 AB7764
 AB7764.The modeled gravity was interpolated from observed gravity values.
 AB7764
 AB7764;                    North         East    Units  Estimated Accuracy
 AB7764;SPC FL E     -   178,520.      257,010.      MT  (+/- 180 meters Scaled)
 AB7764
 AB7764                          SUPERSEDED SURVEY CONTROL
 AB7764
 AB7764.No superseded survey control is available for this station.
 AB7764
 AB7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ569695(NAD 83)
 AB7764_MARKER: DD = SURVEY DISK
 AB7764_SETTING: 66 = SET IN ROCK OUTCROP
 AB7764_STAMPING: 87 93 A 25
 AB7764_MARK LOGO: FLDT  
 AB7764_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7764+STABILITY: POSITION/ELEVATION WELL
 AB7764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7764+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AB7764
 AB7764  HISTORY     - Date     Condition        Report By
 AB7764  HISTORY     - 1993     MONUMENTED       FLDT
 AB7764  HISTORY     - 19930803 GOOD             NGS
 AB7764  HISTORY     - 20001117 GOOD             FLDEP
 AB7764  HISTORY     - 20050831 GOOD             WEIDEN
 AB7764
 AB7764                          STATION DESCRIPTION
 AB7764
 AB7764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7764'THE MARK IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST OF COOPER CITY, 25.0 MI
 AB7764'(40.2 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 3, TOWNSHIP 52 SOUTH,
 AB7764'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7764'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7764'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7764'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7764'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7764'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7764'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7764'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 0.45 MI (0.72
 AB7764'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF A ROCK OUTCROP LEVEL
 AB7764'WITH U.S. HIGHWAY 27 AND FLUSH WITH THE GROUND, 58.5 FT (17.8 M) (17.8
 AB7764'M) SOUTHEAST OF THE EAST LEG OF A SIGN FOR LOWELL DUNN ROCK COMPANY,
 AB7764'25.0 FT (7.6 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 23.1 FT
 AB7764'(7.0 M) EAST OF A FLDOT METAL WITNESS POST, AND 8.8 FT (2.7 M) WEST OF
 AB7764'THE EDGE OF THE ASPHALT OF U.S. HIGHWAY 27.
 AB7764
 AB7764                          STATION RECOVERY (2000)
 AB7764
 AB7764'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7764'RECOVERED AS DESCRIBED.
 AB7764
 AB7764                          STATION RECOVERY (2005)
 AB7764
 AB7764'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7765 ***********************************************************************
 AB7765  DESIGNATION -  87 93 A 26
 AB7765  PID         -  AB7765
 AB7765  STATE/COUNTY-  FL/MIAMI-DADE
 AB7765  USGS QUAD   -  PENNSUCO (1988)
 AB7765
 AB7765                         *CURRENT SURVEY CONTROL
 AB7765  ___________________________________________________________________
 AB7765* NAD 83(1986)-  25 56 09.     (N)    080 25 50.     (W)     SCALED    
 AB7765* NAVD 88     -         2.304  (meters)       7.56   (feet)  ADJUSTED  
 AB7765  ___________________________________________________________________
 AB7765  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AB7765  DYNAMIC HT  -           2.300 (meters)       7.55  (feet)  COMP
 AB7765  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 AB7765
 AB7765  VERT ORDER  -  FIRST     CLASS II
 AB7765
 AB7765.The horizontal coordinates were scaled from a topographic map and have
 AB7765.an estimated accuracy of +/- 6 seconds.
 AB7765
 AB7765.The orthometric height was determined by differential leveling
 AB7765.and adjusted by the National Geodetic Survey in March 1997..
 AB7765
 AB7765.The geoid height was determined by GEOID03.
 AB7765
 AB7765.The dynamic height is computed by dividing the NAVD 88
 AB7765.geopotential number by the normal gravity value computed on the
 AB7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7765.degrees latitude (g = 980.6199 gals.).
 AB7765
 AB7765.The modeled gravity was interpolated from observed gravity values.
 AB7765
 AB7765;                    North         East    Units  Estimated Accuracy
 AB7765;SPC FL E     -   177,630.      257,040.      MT  (+/- 180 meters Scaled)
 AB7765
 AB7765                          SUPERSEDED SURVEY CONTROL
 AB7765
 AB7765.No superseded survey control is available for this station.
 AB7765
 AB7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ570687(NAD 83)
 AB7765_MARKER: DD = SURVEY DISK
 AB7765_SETTING: 66 = SET IN ROCK OUTCROP
 AB7765_STAMPING: 87 93 A 26
 AB7765_MARK LOGO: FLDT  
 AB7765_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7765+STABILITY: POSITION/ELEVATION WELL
 AB7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7765+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2000
 AB7765
 AB7765  HISTORY     - Date     Condition        Report By
 AB7765  HISTORY     - 1993     MONUMENTED       FLDT
 AB7765  HISTORY     - 19930803 GOOD             NGS
 AB7765  HISTORY     - 20001117 MARK NOT FOUND   FLDEP
 AB7765  HISTORY     - 20050831 MARK NOT FOUND   WEIDEN
 AB7765
 AB7765                          STATION DESCRIPTION
 AB7765
 AB7765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7765'THE MARK IS ABOUT 15.5 MI (24.9 KM) SOUTHWEST OF COOPER CITY, 24.5 MI
 AB7765'(39.4 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 10, TOWNSHIP 52 SOUTH,
 AB7765'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7765'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7765'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7765'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7765'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7765'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7765'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7765'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.0 MI (1.6
 AB7765'KM) TO THE MARK ON THE RIGHT, IN FRONT OF THE ABELS RANCH, SET ON THE
 AB7765'TOP OF A ROCK OUTCROP LEVEL WITH U.S. HIGHWAY 27 AND FLUSH WITH
 AB7765'GROUND, LOCATED 67.5 FT (20.6 M) EAST-SOUTHEAST OF THE NORTH GATE
 AB7765'POST, 34.3 FT (10.5 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 18.4
 AB7765'FT (5.6 M) WEST OF THE EDGE OF THE ASPHALT, 14.0 FT (4.3 M) SOUTH OF
 AB7765'THE APPROXIMATE CENTERLINE OF A DIRT ROAD WEST AND 13.0 FT (4.0 M)
 AB7765'EAST OF A FLDOT METAL WITNESS POST.
 AB7765
 AB7765                          STATION RECOVERY (2000)
 AB7765
 AB7765'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7765'FOUND THE ROCK OUTCROP, BUT NO DISK.
 AB7765
 AB7765                          STATION RECOVERY (2005)
 AB7765
 AB7765'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7766 ***********************************************************************
 AB7766  DESIGNATION -  87 93 A 27
 AB7766  PID         -  AB7766
 AB7766  STATE/COUNTY-  FL/MIAMI-DADE
 AB7766  USGS QUAD   -  PENNSUCO (1988)
 AB7766
 AB7766                         *CURRENT SURVEY CONTROL
 AB7766  ___________________________________________________________________
 AB7766* NAD 83(1999)-  25 55 55.40903(N)    080 25 40.78509(W)     ADJUSTED  
 AB7766* NAVD 88     -         2.334  (meters)       7.66   (feet)  ADJUSTED  
 AB7766  ___________________________________________________________________
 AB7766  X           -     954,420.233 (meters)                     COMP
 AB7766  Y           -  -5,659,687.847 (meters)                     COMP
 AB7766  Z           -   2,772,284.830 (meters)                     COMP
 AB7766  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB7766  ELLIP HEIGHT-         -22.49  (meters)          (12/12/02) GPS OBS
 AB7766  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AB7766  DYNAMIC HT  -           2.331 (meters)       7.65  (feet)  COMP
 AB7766  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 AB7766
 AB7766  HORZ ORDER  -  FIRST
 AB7766  VERT ORDER  -  FIRST     CLASS II
 AB7766  ELLP ORDER  -  FOURTH    CLASS I
 AB7766
 AB7766.The horizontal coordinates were established by GPS observations
 AB7766.and adjusted by the National Geodetic Survey in December 2002..
 AB7766
 AB7766.The orthometric height was determined by differential leveling
 AB7766.and adjusted by the National Geodetic Survey in March 1997..
 AB7766
 AB7766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7766
 AB7766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7766
 AB7766.The ellipsoidal height was determined by GPS observations
 AB7766.and is referenced to NAD 83.
 AB7766
 AB7766.The geoid height was determined by GEOID03.
 AB7766
 AB7766.The dynamic height is computed by dividing the NAVD 88
 AB7766.geopotential number by the normal gravity value computed on the
 AB7766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7766.degrees latitude (g = 980.6199 gals.).
 AB7766
 AB7766.The modeled gravity was interpolated from observed gravity values.
 AB7766
 AB7766;                    North         East     Units Scale Factor Converg.
 AB7766;SPC FL E     -   177,213.252   257,297.871   MT  0.99998170   +0 15 00.5
 AB7766;SPC FL E     -   581,407.14    844,151.43   sFT  0.99998170   +0 15 00.5
 AB7766;UTM  17      - 2,868,284.769   557,278.321   MT  0.99964051   +0 15 00.5
 AB7766
 AB7766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7766!SPC FL E     -   1.00000353  x   0.99998170  =   0.99998523
 AB7766!UTM  17      -   1.00000353  x   0.99964051  =   0.99964404
 AB7766
 AB7766                          SUPERSEDED SURVEY CONTROL
 AB7766
 AB7766  NAVD 88 (12/12/02)    2.33   (m)            7.6    (f) LEVELING    3  
 AB7766
 AB7766.Superseded values are not recommended for survey control.
 AB7766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7766.See file dsdata.txt to determine how the superseded data were derived.
 AB7766
 AB7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5727868285(NAD 83)
 AB7766_MARKER: DD = SURVEY DISK
 AB7766_SETTING: 66 = SET IN ROCK OUTCROP
 AB7766_STAMPING: 87 93 A 27
 AB7766_MARK LOGO: FLDT  
 AB7766_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7766+STABILITY: POSITION/ELEVATION WELL
 AB7766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7766+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AB7766
 AB7766  HISTORY     - Date     Condition        Report By
 AB7766  HISTORY     - 1993     MONUMENTED       FLDT
 AB7766  HISTORY     - 19930803 GOOD             NGS
 AB7766  HISTORY     - 20001117 GOOD             FLDEP
 AB7766  HISTORY     - 20020527 GOOD             MAPTEC
 AB7766  HISTORY     - 20050831 GOOD             WEIDEN
 AB7766
 AB7766                          STATION DESCRIPTION
 AB7766
 AB7766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7766'THE MARK IS ABOUT 15.8 MI (25.4 KM) SOUTHWEST OF COOPER CITY, 24.2 MI
 AB7766'(38.9 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 10, TOWNSHIP 52 SOUTH,
 AB7766'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7766'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7766'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7766'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7766'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7766'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7766'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7766'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.35 MI (2.17
 AB7766'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF A ROCK OUTCROP LEVEL
 AB7766'WITH U.S. HIGHWAY 27 AND FLUSH WITH THE GROUND. LOCATED 29.5 FT (9.0
 AB7766'M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 19.3 FT (5.9 M)
 AB7766'WEST OF THE EDGE OF THE ASPHALT AND 14.3 FT (4.4 M) NORTHEAST OF THE
 AB7766'METAL GUARDRAIL.
 AB7766
 AB7766                          STATION RECOVERY (2000)
 AB7766
 AB7766'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7766'RECOVERED AS DESCRIBED.
 AB7766
 AB7766                          STATION RECOVERY (2002)
 AB7766
 AB7766'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB7766'STATION RECOVERY (2002)
 AB7766'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AB7766'RECOVERED AS DESCRIBED.
 AB7766'
 AB7766
 AB7766                          STATION RECOVERY (2005)
 AB7766
 AB7766'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7767 ***********************************************************************
 AB7767  DESIGNATION -  87 93 A 28
 AB7767  PID         -  AB7767
 AB7767  STATE/COUNTY-  FL/MIAMI-DADE
 AB7767  USGS QUAD   -  PENNSUCO (1988)
 AB7767
 AB7767                         *CURRENT SURVEY CONTROL
 AB7767  ___________________________________________________________________
 AB7767* NAD 83(1986)-  25 55 38.     (N)    080 25 19.     (W)     SCALED    
 AB7767* NAVD 88     -         2.196  (meters)       7.20   (feet)  ADJUSTED  
 AB7767  ___________________________________________________________________
 AB7767  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AB7767  DYNAMIC HT  -           2.192 (meters)       7.19  (feet)  COMP
 AB7767  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AB7767
 AB7767  VERT ORDER  -  FIRST     CLASS II
 AB7767
 AB7767.The horizontal coordinates were scaled from a topographic map and have
 AB7767.an estimated accuracy of +/- 6 seconds.
 AB7767
 AB7767.The orthometric height was determined by differential leveling
 AB7767.and adjusted by the National Geodetic Survey in March 1997..
 AB7767
 AB7767.The geoid height was determined by GEOID03.
 AB7767
 AB7767.The dynamic height is computed by dividing the NAVD 88
 AB7767.geopotential number by the normal gravity value computed on the
 AB7767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7767.degrees latitude (g = 980.6199 gals.).
 AB7767
 AB7767.The modeled gravity was interpolated from observed gravity values.
 AB7767
 AB7767;                    North         East    Units  Estimated Accuracy
 AB7767;SPC FL E     -   176,680.      257,910.      MT  (+/- 180 meters Scaled)
 AB7767
 AB7767                          SUPERSEDED SURVEY CONTROL
 AB7767
 AB7767.No superseded survey control is available for this station.
 AB7767
 AB7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ578677(NAD 83)
 AB7767_MARKER: DD = SURVEY DISK
 AB7767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7767_SP_SET: STORM DRAIN
 AB7767_STAMPING: 87 93 A 28
 AB7767_MARK LOGO: FLDT  
 AB7767_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7767+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7767
 AB7767  HISTORY     - Date     Condition        Report By
 AB7767  HISTORY     - 1993     MONUMENTED       FLDT
 AB7767  HISTORY     - 19930803 GOOD             NGS
 AB7767
 AB7767                          STATION DESCRIPTION
 AB7767
 AB7767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7767'THE MARK IS ABOUT 16.3 MI (26.2 KM) SOUTHWEST OF COOPER CITY, 23.7 MI
 AB7767'(38.1 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 15, TOWNSHIP 52 SOUTH,
 AB7767'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7767'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7767'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7767'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7767'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7767'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7767'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7767'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 AB7767'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A
 AB7767'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 25.4 FT (7.7 M)
 AB7767'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 19.3 FT (5.9 M) WEST
 AB7767'OF THE EDGE OF THE ASPHALT AND 8.5 FT (2.6 M) NORTHEAST OF THE METAL
 AB7767'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7768 ***********************************************************************
 AB7768  DESIGNATION -  87 93 A 29
 AB7768  PID         -  AB7768
 AB7768  STATE/COUNTY-  FL/MIAMI-DADE
 AB7768  USGS QUAD   -  PENNSUCO (1988)
 AB7768
 AB7768                         *CURRENT SURVEY CONTROL
 AB7768  ___________________________________________________________________
 AB7768* NAD 83(1986)-  25 55 20.     (N)    080 24 54.     (W)     SCALED    
 AB7768* NAVD 88     -         2.017  (meters)       6.62   (feet)  ADJUSTED  
 AB7768  ___________________________________________________________________
 AB7768  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AB7768  DYNAMIC HT  -           2.013 (meters)       6.60  (feet)  COMP
 AB7768  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 AB7768
 AB7768  VERT ORDER  -  FIRST     CLASS II
 AB7768
 AB7768.The horizontal coordinates were scaled from a topographic map and have
 AB7768.an estimated accuracy of +/- 6 seconds.
 AB7768
 AB7768.The orthometric height was determined by differential leveling
 AB7768.and adjusted by the National Geodetic Survey in March 1997..
 AB7768
 AB7768.The geoid height was determined by GEOID03.
 AB7768
 AB7768.The dynamic height is computed by dividing the NAVD 88
 AB7768.geopotential number by the normal gravity value computed on the
 AB7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7768.degrees latitude (g = 980.6199 gals.).
 AB7768
 AB7768.The modeled gravity was interpolated from observed gravity values.
 AB7768
 AB7768;                    North         East    Units  Estimated Accuracy
 AB7768;SPC FL E     -   176,130.      258,610.      MT  (+/- 180 meters Scaled)
 AB7768
 AB7768                          SUPERSEDED SURVEY CONTROL
 AB7768
 AB7768.No superseded survey control is available for this station.
 AB7768
 AB7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ585672(NAD 83)
 AB7768_MARKER: DD = SURVEY DISK
 AB7768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7768_SP_SET: STORM DRAIN
 AB7768_STAMPING: 87 93 A 29
 AB7768_MARK LOGO: FLDT  
 AB7768_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7768+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7768
 AB7768  HISTORY     - Date     Condition        Report By
 AB7768  HISTORY     - 1993     MONUMENTED       FLDT
 AB7768  HISTORY     - 19930803 GOOD             NGS
 AB7768
 AB7768                          STATION DESCRIPTION
 AB7768
 AB7768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7768'THE MARK IS ABOUT 16.8 MI (27.0 KM) SOUTHWEST OF COOPER CITY, 23.2 MI
 AB7768'(37.3 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 14, TOWNSHIP 52 SOUTH,
 AB7768'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7768'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7768'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7768'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7768'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7768'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7768'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7768'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 2.35 MI (3.78
 AB7768'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE EAST CORNER OF A
 AB7768'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 32.6 FT (9.9 M)
 AB7768'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 16.6 FT (5.1 M) WEST
 AB7768'OF THE EDGE OF THE ASPHALT AND 10.5 FT (3.2 M) NORTHEAST OF THE METAL
 AB7768'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7769 ***********************************************************************
 AB7769  DESIGNATION -  87 93 A 30
 AB7769  PID         -  AB7769
 AB7769  STATE/COUNTY-  FL/MIAMI-DADE
 AB7769  USGS QUAD   -  PENNSUCO (1988)
 AB7769
 AB7769                         *CURRENT SURVEY CONTROL
 AB7769  ___________________________________________________________________
 AB7769* NAD 83(1986)-  25 55 05.     (N)    080 24 34.     (W)     SCALED    
 AB7769* NAVD 88     -         2.084  (meters)       6.84   (feet)  ADJUSTED  
 AB7769  ___________________________________________________________________
 AB7769  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AB7769  DYNAMIC HT  -           2.080 (meters)       6.82  (feet)  COMP
 AB7769  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 AB7769
 AB7769  VERT ORDER  -  FIRST     CLASS II
 AB7769
 AB7769.The horizontal coordinates were scaled from a topographic map and have
 AB7769.an estimated accuracy of +/- 6 seconds.
 AB7769
 AB7769.The orthometric height was determined by differential leveling
 AB7769.and adjusted by the National Geodetic Survey in March 1997..
 AB7769
 AB7769.The geoid height was determined by GEOID03.
 AB7769
 AB7769.The dynamic height is computed by dividing the NAVD 88
 AB7769.geopotential number by the normal gravity value computed on the
 AB7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7769.degrees latitude (g = 980.6199 gals.).
 AB7769
 AB7769.The modeled gravity was interpolated from observed gravity values.
 AB7769
 AB7769;                    North         East    Units  Estimated Accuracy
 AB7769;SPC FL E     -   175,670.      259,160.      MT  (+/- 180 meters Scaled)
 AB7769
 AB7769                          SUPERSEDED SURVEY CONTROL
 AB7769
 AB7769.No superseded survey control is available for this station.
 AB7769
 AB7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ591667(NAD 83)
 AB7769_MARKER: DD = SURVEY DISK
 AB7769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7769_SP_SET: STORM DRAIN
 AB7769_STAMPING: 87 93 A 30
 AB7769_MARK LOGO: FLDT  
 AB7769_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7769+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7769
 AB7769  HISTORY     - Date     Condition        Report By
 AB7769  HISTORY     - 1993     MONUMENTED       FLDT
 AB7769  HISTORY     - 19930803 GOOD             NGS
 AB7769
 AB7769                          STATION DESCRIPTION
 AB7769
 AB7769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7769'THE MARK IS ABOUT 17.2 MI (27.7 KM) SOUTHWEST OF COOPER CITY, 22.6 MI
 AB7769'(36.4 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 14, TOWNSHIP 52 SOUTH,
 AB7769'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7769'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7769'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7769'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7769'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7769'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7769'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7769'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 2.8 MI (4.5
 AB7769'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A
 AB7769'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 32.8 FT (10.0 M)
 AB7769'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 17.2 FT (5.2 M) WEST
 AB7769'OF THE EDGE OF THE ASPHALT AND 10.7 FT (3.3 M) NORTHEAST OF THE METAL
 AB7769'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7770 ***********************************************************************
 AB7770  DESIGNATION -  87 93 A 31
 AB7770  PID         -  AB7770
 AB7770  STATE/COUNTY-  FL/MIAMI-DADE
 AB7770  USGS QUAD   -  PENNSUCO (1988)
 AB7770
 AB7770                         *CURRENT SURVEY CONTROL
 AB7770  ___________________________________________________________________
 AB7770* NAD 83(1986)-  25 54 49.     (N)    080 24 11.     (W)     SCALED    
 AB7770* NAVD 88     -         2.084  (meters)       6.84   (feet)  ADJUSTED  
 AB7770  ___________________________________________________________________
 AB7770  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AB7770  DYNAMIC HT  -           2.081 (meters)       6.83  (feet)  COMP
 AB7770  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AB7770
 AB7770  VERT ORDER  -  FIRST     CLASS II
 AB7770
 AB7770.The horizontal coordinates were scaled from a topographic map and have
 AB7770.an estimated accuracy of +/- 6 seconds.
 AB7770
 AB7770.The orthometric height was determined by differential leveling
 AB7770.and adjusted by the National Geodetic Survey in March 1997..
 AB7770
 AB7770.The geoid height was determined by GEOID03.
 AB7770
 AB7770.The dynamic height is computed by dividing the NAVD 88
 AB7770.geopotential number by the normal gravity value computed on the
 AB7770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7770.degrees latitude (g = 980.6199 gals.).
 AB7770
 AB7770.The modeled gravity was interpolated from observed gravity values.
 AB7770
 AB7770;                    North         East    Units  Estimated Accuracy
 AB7770;SPC FL E     -   175,180.      259,810.      MT  (+/- 180 meters Scaled)
 AB7770
 AB7770                          SUPERSEDED SURVEY CONTROL
 AB7770
 AB7770.No superseded survey control is available for this station.
 AB7770
 AB7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ597662(NAD 83)
 AB7770_MARKER: DD = SURVEY DISK
 AB7770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7770_SP_SET: STORM DRAIN
 AB7770_STAMPING: 87 93 A 31
 AB7770_MARK LOGO: FLDT  
 AB7770_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7770+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7770
 AB7770  HISTORY     - Date     Condition        Report By
 AB7770  HISTORY     - 1993     MONUMENTED       FLDT
 AB7770  HISTORY     - 19930803 GOOD             NGS
 AB7770
 AB7770                          STATION DESCRIPTION
 AB7770
 AB7770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7770'THE MARK IS ABOUT 17.7 MI (28.5 KM) SOUTHWEST OF COOPER CITY, 22.0 MI
 AB7770'(35.4 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 13, TOWNSHIP 52 SOUTH,
 AB7770'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7770'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7770'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7770'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7770'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7770'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7770'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7770'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.3 MI (5.3
 AB7770'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A
 AB7770'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 34.2 FT (10.4 M)
 AB7770'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 18.5 FT (5.6 M) WEST
 AB7770'OF THE EDGE OF THE ASPHALT AND 9.4 FT (2.9 M) NORTHEAST OF THE METAL
 AB7770'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7771 ***********************************************************************
 AB7771  DESIGNATION -  87 93 A 32
 AB7771  PID         -  AB7771
 AB7771  STATE/COUNTY-  FL/MIAMI-DADE
 AB7771  USGS QUAD   -  PENNSUCO (1988)
 AB7771
 AB7771                         *CURRENT SURVEY CONTROL
 AB7771  ___________________________________________________________________
 AB7771* NAD 83(1986)-  25 54 35.     (N)    080 23 53.     (W)     SCALED    
 AB7771* NAVD 88     -         2.118  (meters)       6.95   (feet)  ADJUSTED  
 AB7771  ___________________________________________________________________
 AB7771  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AB7771  DYNAMIC HT  -           2.115 (meters)       6.94  (feet)  COMP
 AB7771  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AB7771
 AB7771  VERT ORDER  -  FIRST     CLASS II
 AB7771
 AB7771.The horizontal coordinates were scaled from a topographic map and have
 AB7771.an estimated accuracy of +/- 6 seconds.
 AB7771
 AB7771.The orthometric height was determined by differential leveling
 AB7771.and adjusted by the National Geodetic Survey in March 1997..
 AB7771
 AB7771.The geoid height was determined by GEOID03.
 AB7771
 AB7771.The dynamic height is computed by dividing the NAVD 88
 AB7771.geopotential number by the normal gravity value computed on the
 AB7771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7771.degrees latitude (g = 980.6199 gals.).
 AB7771
 AB7771.The modeled gravity was interpolated from observed gravity values.
 AB7771
 AB7771;                    North         East    Units  Estimated Accuracy
 AB7771;SPC FL E     -   174,750.      260,310.      MT  (+/- 180 meters Scaled)
 AB7771
 AB7771                          SUPERSEDED SURVEY CONTROL
 AB7771
 AB7771.No superseded survey control is available for this station.
 AB7771
 AB7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ602658(NAD 83)
 AB7771_MARKER: DD = SURVEY DISK
 AB7771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7771_SP_SET: STORM DRAIN
 AB7771_STAMPING: 87 93 A 32
 AB7771_MARK LOGO: FLDT  
 AB7771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7771+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7771
 AB7771  HISTORY     - Date     Condition        Report By
 AB7771  HISTORY     - 1993     MONUMENTED       FLDT
 AB7771  HISTORY     - 19930803 GOOD             NGS
 AB7771
 AB7771                          STATION DESCRIPTION
 AB7771
 AB7771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7771'THE MARK IS ABOUT 18.1 MI (29.1 KM) SOUTHWEST OF COOPER CITY, 21.6 MI
 AB7771'(34.8 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 24, TOWNSHIP 52 SOUTH,
 AB7771'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7771'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7771'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7771'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7771'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7771'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7771'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7771'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.7 MI (6.0
 AB7771'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE SOUTH CORNER OF A
 AB7771'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 36.3 FT (11.1 M)
 AB7771'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 20.2 FT (6.2 M) WEST
 AB7771'OF THE EDGE OF THE ASPHALT AND 8.0 FT (2.4 M) NORTHEAST OF THE METAL
 AB7771'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7772 ***********************************************************************
 AB7772  DESIGNATION -  87 93 A 33
 AB7772  PID         -  AB7772
 AB7772  STATE/COUNTY-  FL/MIAMI-DADE
 AB7772  USGS QUAD   -  PENNSUCO (1988)
 AB7772
 AB7772                         *CURRENT SURVEY CONTROL
 AB7772  ___________________________________________________________________
 AB7772* NAD 83(1986)-  25 54 18.     (N)    080 23 29.     (W)     SCALED    
 AB7772* NAVD 88     -         1.911  (meters)       6.27   (feet)  ADJUSTED  
 AB7772  ___________________________________________________________________
 AB7772  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AB7772  DYNAMIC HT  -           1.908 (meters)       6.26  (feet)  COMP
 AB7772  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 AB7772
 AB7772  VERT ORDER  -  FIRST     CLASS II
 AB7772
 AB7772.The horizontal coordinates were scaled from a topographic map and have
 AB7772.an estimated accuracy of +/- 6 seconds.
 AB7772
 AB7772.The orthometric height was determined by differential leveling
 AB7772.and adjusted by the National Geodetic Survey in March 1997..
 AB7772
 AB7772.The geoid height was determined by GEOID03.
 AB7772
 AB7772.The dynamic height is computed by dividing the NAVD 88
 AB7772.geopotential number by the normal gravity value computed on the
 AB7772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7772.degrees latitude (g = 980.6199 gals.).
 AB7772
 AB7772.The modeled gravity was interpolated from observed gravity values.
 AB7772
 AB7772;                    North         East    Units  Estimated Accuracy
 AB7772;SPC FL E     -   174,230.      260,980.      MT  (+/- 180 meters Scaled)
 AB7772
 AB7772                          SUPERSEDED SURVEY CONTROL
 AB7772
 AB7772.No superseded survey control is available for this station.
 AB7772
 AB7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ609653(NAD 83)
 AB7772_MARKER: DD = SURVEY DISK
 AB7772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7772_SP_SET: STORM DRAIN
 AB7772_STAMPING: 87 93 A 33
 AB7772_MARK LOGO: FLDT  
 AB7772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7772+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7772
 AB7772  HISTORY     - Date     Condition        Report By
 AB7772  HISTORY     - 1993     MONUMENTED       FLDT
 AB7772  HISTORY     - 19930803 GOOD             NGS
 AB7772
 AB7772                          STATION DESCRIPTION
 AB7772
 AB7772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7772'THE MARK IS ABOUT 18.6 MI (29.9 KM) SOUTHWEST OF COOPER CITY, 21.1 MI
 AB7772'(34.0 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 24, TOWNSHIP 52 SOUTH,
 AB7772'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7772'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7772'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7772'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7772'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7772'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7772'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7772'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 4.25 MI (6.84
 AB7772'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE SOUTH CORNER OF A
 AB7772'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 34.3 FT (10.5 M)
 AB7772'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 18.3 FT (5.6 M) WEST
 AB7772'OF THE EDGE OF THE ASPHALT AND 9.5 FT (2.9 M) NORTHEAST OF THE METAL
 AB7772'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7773 ***********************************************************************
 AB7773  DESIGNATION -  87 93 A 35
 AB7773  PID         -  AB7773
 AB7773  STATE/COUNTY-  FL/MIAMI-DADE
 AB7773  USGS QUAD   -  PENNSUCO (1988)
 AB7773
 AB7773                         *CURRENT SURVEY CONTROL
 AB7773  ___________________________________________________________________
 AB7773* NAD 83(1986)-  25 53 37.     (N)    080 22 35.     (W)     SCALED    
 AB7773* NAVD 88     -         1.981  (meters)       6.50   (feet)  ADJUSTED  
 AB7773  ___________________________________________________________________
 AB7773  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AB7773  DYNAMIC HT  -           1.978 (meters)       6.49  (feet)  COMP
 AB7773  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 AB7773
 AB7773  VERT ORDER  -  FIRST     CLASS II
 AB7773
 AB7773.The horizontal coordinates were scaled from a topographic map and have
 AB7773.an estimated accuracy of +/- 6 seconds.
 AB7773
 AB7773.The orthometric height was determined by differential leveling
 AB7773.and adjusted by the National Geodetic Survey in March 1997..
 AB7773
 AB7773.The geoid height was determined by GEOID03.
 AB7773
 AB7773.The dynamic height is computed by dividing the NAVD 88
 AB7773.geopotential number by the normal gravity value computed on the
 AB7773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7773.degrees latitude (g = 980.6199 gals.).
 AB7773
 AB7773.The modeled gravity was interpolated from observed gravity values.
 AB7773
 AB7773;                    North         East    Units  Estimated Accuracy
 AB7773;SPC FL E     -   172,980.      262,490.      MT  (+/- 180 meters Scaled)
 AB7773
 AB7773                          SUPERSEDED SURVEY CONTROL
 AB7773
 AB7773.No superseded survey control is available for this station.
 AB7773
 AB7773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ624640(NAD 83)
 AB7773_MARKER: DD = SURVEY DISK
 AB7773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7773_SP_SET: STORM DRAIN
 AB7773_STAMPING: 87 93 A 35
 AB7773_MARK LOGO: FLDT  
 AB7773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7773+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7773
 AB7773  HISTORY     - Date     Condition        Report By
 AB7773  HISTORY     - 1993     MONUMENTED       FLDT
 AB7773  HISTORY     - 19930803 GOOD             NGS
 AB7773
 AB7773                          STATION DESCRIPTION
 AB7773
 AB7773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7773'THE MARK IS ABOUT 19.8 MI (31.9 KM) SOUTHWEST OF COOPER CITY, 19.9 MI
 AB7773'(32.0 KM) NORTH-NORTHWEST OF MIAMI, 6.0 MI (9.7 KM) NORTHWEST OF
 AB7773'HIALEAH IN SECTION 30, TOWNSHIP 52 SOUTH, RANGE 40 EAST. TO REACH THE
 AB7773'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND LANES
 AB7773'OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S. HIGHWAY 27 FOR
 AB7773'5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE HIGHWAY 818 (GRIFFIN
 AB7773'ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55 MI (5.71 KM) TO THE
 AB7773'INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR
 AB7773'7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY LINE, CONTINUE SOUTH ON
 AB7773'U.S. HIGHWAY 27 TO THE JUNCTION OF STATE HIGHWAY 997, CONTINUE SOUTH
 AB7773'ON U.S. HIGHWAY 27 FOR 5.45 MI (8.77 KM) TO THE MARK ON THE RIGHT, SET
 AB7773'ON THE TOP OF THE WEST SIDE OF A 7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM
 AB7773'DRAIN. LOCATED 40.0 FT (12.2 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 AB7773'HIGHWAY 27, 13.0 FT (4.0 M) WEST OF THE EDGE OF THE ASPHALT AND 3.0 FT
 AB7773'(0.9 M) NORTHEAST OF THE METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7774 ***********************************************************************
 AB7774  DESIGNATION -  87 93 A 36
 AB7774  PID         -  AB7774
 AB7774  STATE/COUNTY-  FL/MIAMI-DADE
 AB7774  USGS QUAD   -  OPA-LOCKA (1988)
 AB7774
 AB7774                         *CURRENT SURVEY CONTROL
 AB7774  ___________________________________________________________________
 AB7774* NAD 83(1986)-  25 53 19.     (N)    080 22 11.     (W)     SCALED    
 AB7774* NAVD 88     -         2.012  (meters)       6.60   (feet)  ADJUSTED  
 AB7774  ___________________________________________________________________
 AB7774  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AB7774  DYNAMIC HT  -           2.008 (meters)       6.59  (feet)  COMP
 AB7774  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AB7774
 AB7774  VERT ORDER  -  FIRST     CLASS II
 AB7774
 AB7774.The horizontal coordinates were scaled from a topographic map and have
 AB7774.an estimated accuracy of +/- 6 seconds.
 AB7774
 AB7774.The orthometric height was determined by differential leveling
 AB7774.and adjusted by the National Geodetic Survey in March 1997..
 AB7774
 AB7774.The geoid height was determined by GEOID03.
 AB7774
 AB7774.The dynamic height is computed by dividing the NAVD 88
 AB7774.geopotential number by the normal gravity value computed on the
 AB7774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7774.degrees latitude (g = 980.6199 gals.).
 AB7774
 AB7774.The modeled gravity was interpolated from observed gravity values.
 AB7774
 AB7774;                    North         East    Units  Estimated Accuracy
 AB7774;SPC FL E     -   172,430.      263,160.      MT  (+/- 180 meters Scaled)
 AB7774
 AB7774                          SUPERSEDED SURVEY CONTROL
 AB7774
 AB7774.No superseded survey control is available for this station.
 AB7774
 AB7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ631635(NAD 83)
 AB7774_MARKER: DD = SURVEY DISK
 AB7774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7774_SP_SET: STORM DRAIN
 AB7774_STAMPING: 87 93 A 36
 AB7774_MARK LOGO: FLDT  
 AB7774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7774+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7774
 AB7774  HISTORY     - Date     Condition        Report By
 AB7774  HISTORY     - 1993     MONUMENTED       FLDT
 AB7774  HISTORY     - 19930803 GOOD             NGS
 AB7774
 AB7774                          STATION DESCRIPTION
 AB7774
 AB7774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7774'THE MARK IS ABOUT 19.4 MI (31.2 KM) NORTH-NORTHWEST OF MIAMI, 5.45 MI
 AB7774'(8.77 KM) NORTHWEST OF HIALEAH IN SECTION 39, TOWNSHIP 52 SOUTH, RANGE
 AB7774'40 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27
 AB7774'AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH
 AB7774'ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7774'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7774'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7774'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7774'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7774'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 6.0 MI (9.7 KM) TO
 AB7774'THE MARK ON THE RIGHT, SET ON THE TOP OF THE EAST SIDE OF A 7.4 FT
 AB7774'(2.3 M) X 6.4 FT (2.0 M) STORM DRAIN, 36.5 FT (11.1 M) SOUTH SOUTHWEST
 AB7774'OF THE CENTERLINE OF U.S. HIGHWAY 27, 25.7 FT (7.8 M) SOUTH OF A METAL
 AB7774'LIGHT POLE, 8.5 FT (2.6 M) WEST OF THE EDGE OF THE ASPHALT AND 7.0 FT
 AB7774'(2.1 M) NORTHEAST OF THE METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7775 ***********************************************************************
 AB7775  DESIGNATION -  87 93 A 37
 AB7775  PID         -  AB7775
 AB7775  STATE/COUNTY-  FL/MIAMI-DADE
 AB7775  USGS QUAD   -  OPA-LOCKA (1988)
 AB7775
 AB7775                         *CURRENT SURVEY CONTROL
 AB7775  ___________________________________________________________________
 AB7775* NAD 83(1986)-  25 53 03.     (N)    080 21 49.     (W)     SCALED    
 AB7775* NAVD 88     -         1.843  (meters)       6.05   (feet)  ADJUSTED  
 AB7775  ___________________________________________________________________
 AB7775  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AB7775  DYNAMIC HT  -           1.840 (meters)       6.04  (feet)  COMP
 AB7775  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AB7775
 AB7775  VERT ORDER  -  FIRST     CLASS II
 AB7775
 AB7775.The horizontal coordinates were scaled from a topographic map and have
 AB7775.an estimated accuracy of +/- 6 seconds.
 AB7775
 AB7775.The orthometric height was determined by differential leveling
 AB7775.and adjusted by the National Geodetic Survey in March 1997..
 AB7775
 AB7775.The geoid height was determined by GEOID03.
 AB7775
 AB7775.The dynamic height is computed by dividing the NAVD 88
 AB7775.geopotential number by the normal gravity value computed on the
 AB7775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7775.degrees latitude (g = 980.6199 gals.).
 AB7775
 AB7775.The modeled gravity was interpolated from observed gravity values.
 AB7775
 AB7775;                    North         East    Units  Estimated Accuracy
 AB7775;SPC FL E     -   171,940.      263,770.      MT  (+/- 180 meters Scaled)
 AB7775
 AB7775                          SUPERSEDED SURVEY CONTROL
 AB7775
 AB7775.No superseded survey control is available for this station.
 AB7775
 AB7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ637630(NAD 83)
 AB7775_MARKER: DD = SURVEY DISK
 AB7775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7775_SP_SET: STORM DRAIN
 AB7775_STAMPING: 87 93 A 37
 AB7775_MARK LOGO: FLDT  
 AB7775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7775+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7775
 AB7775  HISTORY     - Date     Condition        Report By
 AB7775  HISTORY     - 1993     MONUMENTED       FLDT
 AB7775  HISTORY     - 19930803 GOOD             NGS
 AB7775
 AB7775                          STATION DESCRIPTION
 AB7775
 AB7775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7775'THE MARK IS ABOUT 18.9 MI (30.4 KM) NORTH-NORTHWEST OF MIAMI, 5.0 MI
 AB7775'(8.0 KM) NORTHWEST OF HIALEAH IN SECTION 32, TOWNSHIP 52 SOUTH, RANGE
 AB7775'40 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27
 AB7775'AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH
 AB7775'ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7775'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7775'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7775'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7775'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7775'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 6.5 MI (10.5 KM) TO
 AB7775'THE MARK ON THE RIGHT, SET ON THE TOP OF THE EAST CORNER OF A 7.4 FT
 AB7775'(2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 51.3 FT (15.6 M)
 AB7775'WEST-NORTHWEST OF A METAL LIGHT POLE, 35.5 FT (10.8 M) SOUTHWEST OF
 AB7775'THE CENTERLINE OF U.S. HIGHWAY 27, 8.5 FT (2.6 M) WEST OF THE EDGE OF
 AB7775'THE ASPHALT AND 7.0 FT (2.1 M) NORTHEAST OF THE METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7776 ***********************************************************************
 AB7776  DESIGNATION -  87 93 A 39
 AB7776  PID         -  AB7776
 AB7776  STATE/COUNTY-  FL/MIAMI-DADE
 AB7776  USGS QUAD   -  HIALEAH (1994)
 AB7776
 AB7776                         *CURRENT SURVEY CONTROL
 AB7776  ___________________________________________________________________
 AB7776* NAD 83(1986)-  25 52 30.     (N)    080 21 03.     (W)     SCALED    
 AB7776* NAVD 88     -         1.870  (meters)       6.14   (feet)  ADJUSTED  
 AB7776  ___________________________________________________________________
 AB7776  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AB7776  DYNAMIC HT  -           1.867 (meters)       6.13  (feet)  COMP
 AB7776  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AB7776
 AB7776  VERT ORDER  -  FIRST     CLASS II
 AB7776
 AB7776.The horizontal coordinates were scaled from a topographic map and have
 AB7776.an estimated accuracy of +/- 6 seconds.
 AB7776
 AB7776.The orthometric height was determined by differential leveling
 AB7776.and adjusted by the National Geodetic Survey in March 1997..
 AB7776
 AB7776.The geoid height was determined by GEOID03.
 AB7776
 AB7776.The dynamic height is computed by dividing the NAVD 88
 AB7776.geopotential number by the normal gravity value computed on the
 AB7776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7776.degrees latitude (g = 980.6199 gals.).
 AB7776
 AB7776.The modeled gravity was interpolated from observed gravity values.
 AB7776
 AB7776;                    North         East    Units  Estimated Accuracy
 AB7776;SPC FL E     -   170,930.      265,060.      MT  (+/- 180 meters Scaled)
 AB7776
 AB7776                          SUPERSEDED SURVEY CONTROL
 AB7776
 AB7776.No superseded survey control is available for this station.
 AB7776
 AB7776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ650620(NAD 83)
 AB7776_MARKER: DD = SURVEY DISK
 AB7776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7776_SP_SET: STORM DRAIN
 AB7776_STAMPING: 87 93 A 39
 AB7776_MARK LOGO: FLDT  
 AB7776_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7776+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7776
 AB7776  HISTORY     - Date     Condition        Report By
 AB7776  HISTORY     - 1993     MONUMENTED       FLDT
 AB7776  HISTORY     - 19930803 GOOD             NGS
 AB7776
 AB7776                          STATION DESCRIPTION
 AB7776
 AB7776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7776'THE MARK IS ABOUT 18.0 MI (29.0 KM) NORTH-NORTHWEST OF MIAMI, 4.0 MI
 AB7776'(6.4 KM) NORTHWEST OF HIALEAH IN SECTION 33, TOWNSHIP 52 SOUTH, RANGE
 AB7776'40 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27
 AB7776'AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH
 AB7776'ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7776'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7776'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7776'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7776'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7776'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 7.5 MI (12.1 KM) TO
 AB7776'THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A 7.4 FT
 AB7776'(2.3 M) X 6.4 FT (2.0 M) STORM DRAIN.  ALSO 0.65 MI (1.05 KM)
 AB7776'NORTHWEST OF THE JUNCTION OF NW 105TH WAY. LOCATED 36.0 FT (11.0 M)
 AB7776'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 8.5 FT (2.6 M) WEST OF
 AB7776'THE EDGE OF THE ASPHALT AND 7.3 FT (2.2 M) NORTHEAST OF THE METAL
 AB7776'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7745 ***********************************************************************
 AJ7745  DESIGNATION -  87 94 518 A
 AJ7745  PID         -  AJ7745
 AJ7745  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7745  USGS QUAD   -  LONG ISLAND (1973)
 AJ7745
 AJ7745                         *CURRENT SURVEY CONTROL
 AJ7745  ___________________________________________________________________
 AJ7745* NAD 83(1986)-  25 45 43.7    (N)    080 44 20.8    (W)     HD_HELD2  
 AJ7745* NAVD 88     -         3.230  (meters)      10.60   (feet)  ADJUSTED  
 AJ7745  ___________________________________________________________________
 AJ7745  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AJ7745  DYNAMIC HT  -           3.225 (meters)      10.58  (feet)  COMP
 AJ7745  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AJ7745
 AJ7745  VERT ORDER  -  FIRST     CLASS II
 AJ7745
 AJ7745.The horizontal coordinates were established by autonomous hand held GPS
 AJ7745.observations and have an estimated accuracy of +/- 10 meters.
 AJ7745
 AJ7745.The orthometric height was determined by differential leveling
 AJ7745.and adjusted by the National Geodetic Survey in March 2002..
 AJ7745
 AJ7745.The geoid height was determined by GEOID03.
 AJ7745
 AJ7745.The dynamic height is computed by dividing the NAVD 88
 AJ7745.geopotential number by the normal gravity value computed on the
 AJ7745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7745.degrees latitude (g = 980.6199 gals.).
 AJ7745
 AJ7745.The modeled gravity was interpolated from observed gravity values.
 AJ7745
 AJ7745;                    North         East    Units  Estimated Accuracy
 AJ7745;SPC FL E     -   158,291.      226,170.      MT  (+/- 10 meters HH2 GPS)
 AJ7745
 AJ7745                          SUPERSEDED SURVEY CONTROL
 AJ7745
 AJ7745.No superseded survey control is available for this station.
 AJ7745
 AJ7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2616249369(NAD 83)
 AJ7745_MARKER: DD = SURVEY DISK
 AJ7745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7745_STAMPING: 87 94 518A BM
 AJ7745_MARK LOGO: FLDT  
 AJ7745_PROJECTION: RECESSED 3 CENTIMETERS
 AJ7745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7745+STABILITY: SURFACE MOTION
 AJ7745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7745+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7745
 AJ7745  HISTORY     - Date     Condition        Report By
 AJ7745  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7745  HISTORY     - 20011010 GOOD             LDBLS
 AJ7745  HISTORY     - 2002     GOOD             MAPTEC
 AJ7745
 AJ7745                          STATION DESCRIPTION
 AJ7745
 AJ7745'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7745'THE MARK IS ABOUT 117.7 KM (73.16 MI) SOUTHEAST OF NAPLES, ABOUT 43.9
 AJ7745'KM (27.28
 AJ7745'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7745'DEPARTMENT
 AJ7745'OF TRANSPORTATION.
 AJ7745' 
 AJ7745'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7745'TRAIL) AND
 AJ7745'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7745'WEST ON
 AJ7745'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7745'WITH STATE
 AJ7745'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 24.6 KM (15.29 MI) TO
 AJ7745'CONCRETE WEIR
 AJ7745'STRUCTURE S12C, CONTINUE WEST ON U.S. HIGHWAY 41 1.2 KM (0.76 MI) TO
 AJ7745'THE MARK
 AJ7745'ON THE RIGHT.
 AJ7745' 
 AJ7745'THE MARK IS 3.0 KM (1.89 MI) EAST ON U.S. HIGHWAY 41 FROM WEIR
 AJ7745'STRUCTURE S12B,
 AJ7745'65.84 M (216.0 FT) EAST OF (PARELLEL TO HIGHWAY) QWEST COMMUNICATIONS
 AJ7745'BURIED
 AJ7745'FIBER OPTIC CABLE WARNING MARKER NUMBER 06635, 54.86 M (180.0 FT) EAST
 AJ7745'OF
 AJ7745'(PARELLEL WITH AND ACROSS THE HIGHWAY FROM) ATT UNDERGROUND FIBER
 AJ7745'OPTIC WARNING
 AJ7745'SIGN NUMBER 1150, 36.58 M (120.0 FT) EAST OF (PARELLEL WITH AND ACROSS
 AJ7745'THE
 AJ7745'HIGHWAY FROM) SOUTHERN BELL UNDERGROUND FIBER OPTIC MARKER NUMBER
 AJ7745'P-90, 16.31 M
 AJ7745'(53.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.05 M (10.0 FT)
 AJ7745'SOUTH OF THE
 AJ7745'SOUTH EDGE OF A CANAL, 0.40 M (1.3 FT) SOUTH OF A METAL WITNESS POST.
 AJ7745'THE MARK
 AJ7745'IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT RECESSED 3 CM
 AJ7745'(0.08 FT)
 AJ7745'BELOW THE LEVEL OF THE GROUND AND ABOUT THE 0.91 M (3.0 FT) BELOW THE
 AJ7745'LEVEL OF
 AJ7745'THE HIGHWAY.
 AJ7745' 
 AJ7745'
 AJ7745
 AJ7745                          STATION RECOVERY (2002)
 AJ7745
 AJ7745'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7745'THE MARK IS ABOUT 117.7 KM (73.16 MI) SOUTHEAST OF NAPLES, ABOUT 43.9
 AJ7745'KM (27.28
 AJ7745'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7745'DEPARTMENT
 AJ7745'OF TRANSPORTATION.
 AJ7745' 
 AJ7745'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7745'TRAIL) AND
 AJ7745'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7745'WEST ON
 AJ7745'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7745'WITH STATE
 AJ7745'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 24.6 KM (15.29 MI) TO
 AJ7745'CONCRETE WEIR
 AJ7745'STRUCTURE S12C, CONTINUE WEST ON U.S. HIGHWAY 41 1.2 KM (0.76 MI) TO
 AJ7745'THE MARK
 AJ7745'ON THE RIGHT.
 AJ7745' 
 AJ7745'THE MARK IS 3.0 KM (1.89 MI) EAST ON U.S. HIGHWAY 41 FROM WEIR
 AJ7745'STRUCTURE S12B,
 AJ7745'65.84 M (216.0 FT) EAST OF (PARELLEL TO HIGHWAY) QWEST COMMUNICATIONS
 AJ7745'BURIED
 AJ7745'FIBER OPTIC CABLE WARNING MARKER NUMBER 06635, 54.86 M (180.0 FT) EAST
 AJ7745'OF
 AJ7745'(PARELLEL WITH AND ACROSS THE HIGHWAY FROM) ATT UNDERGROUND FIBER
 AJ7745'OPTIC WARNING
 AJ7745'SIGN NUMBER 1150, 36.58 M (120.0 FT) EAST OF (PARELLEL WITH AND ACROSS
 AJ7745'THE
 AJ7745'HIGHWAY FROM) SOUTHERN BELL UNDERGROUND FIBER OPTIC MARKER NUMBER
 AJ7745'P-90, 16.31 M
 AJ7745'(53.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.05 M (10.0 FT)
 AJ7745'SOUTH OF THE
 AJ7745'SOUTH EDGE OF A CANAL, 0.40 M (1.3 FT) SOUTH OF A METAL WITNESS POST.
 AJ7745'THE MARK
 AJ7745'IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT RECESSED 3 CM
 AJ7745'(0.08 FT)
 AJ7745'BELOW THE LEVEL OF THE GROUND AND ABOUT THE 0.91 M (3.0 FT) BELOW THE
 AJ7745'LEVEL OF
 AJ7745'THE HIGHWAY.
 AJ7745' 
 AJ7745'STATION RECOVERY (2002)
 AJ7745'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7745'RECOVERED AS DESCRIBED.
 AJ7745' 
 AJ7745'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2605 ***********************************************************************
 AQ2605  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2605  DESIGNATION -  87 JAS
 AQ2605  PID         -  AQ2605
 AQ2605  STATE/COUNTY-  FL/MARION
 AQ2605  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2605
 AQ2605                         *CURRENT SURVEY CONTROL
 AQ2605  ___________________________________________________________________
 AQ2605* NAD 83(1986)-  29 13 22.     (N)    081 38 45.     (W)     SCALED    
 AQ2605* NAVD 88     -        15.645  (meters)      51.33   (feet)  ADJUSTED  
 AQ2605  ___________________________________________________________________
 AQ2605  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ2605  DYNAMIC HT  -          15.623 (meters)      51.26  (feet)  COMP
 AQ2605  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 AQ2605
 AQ2605  VERT ORDER  -  SECOND    CLASS I
 AQ2605
 AQ2605.The horizontal coordinates were scaled from a topographic map and have
 AQ2605.an estimated accuracy of +/- 6 seconds.
 AQ2605
 AQ2605.The orthometric height was determined by differential leveling
 AQ2605.and adjusted by the National Geodetic Survey in September 1997..
 AQ2605
 AQ2605.This Tidal Bench Mark is designated as VM 5272
 AQ2605.by the Center for Operational Oceanographic Products and Services.
 AQ2605
 AQ2605.Photographs are available for this station.
 AQ2605
 AQ2605.The geoid height was determined by GEOID03.
 AQ2605
 AQ2605.The dynamic height is computed by dividing the NAVD 88
 AQ2605.geopotential number by the normal gravity value computed on the
 AQ2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2605.degrees latitude (g = 980.6199 gals.).
 AQ2605
 AQ2605.The modeled gravity was interpolated from observed gravity values.
 AQ2605
 AQ2605;                    North         East    Units  Estimated Accuracy
 AQ2605;SPC FL W     -   541,770.      234,430.      MT  (+/- 180 meters Scaled)
 AQ2605
 AQ2605                          SUPERSEDED SURVEY CONTROL
 AQ2605
 AQ2605  NAVD 88 (??/??/92)   15.645  (m)           51.33   (f) UNKNOWN     3 0
 AQ2605
 AQ2605.Superseded values are not recommended for survey control.
 AQ2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2605.See file dsdata.txt to determine how the superseded data were derived.
 AQ2605
 AQ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN372328(NAD 83)
 AQ2605_MARKER: DD = SURVEY DISK
 AQ2605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2605_SP_SET: CULVERT HEADWALL
 AQ2605_STAMPING: 87 JAS 1966 53
 AQ2605_MARK LOGO: USGS  
 AQ2605_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2605+STABILITY: SURFACE MOTION
 AQ2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2605+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 AQ2605
 AQ2605  HISTORY     - Date     Condition        Report By
 AQ2605  HISTORY     - 1966     MONUMENTED       USGS
 AQ2605  HISTORY     - 1985     GOOD             FLDNR
 AQ2605  HISTORY     - 19960814 GOOD             FLDEP
 AQ2605  HISTORY     - 19970301 GOOD             USPSQD
 AQ2605  HISTORY     - 20040627 GOOD             FLDEP
 AQ2605
 AQ2605                          STATION DESCRIPTION
 AQ2605
 AQ2605'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2605'12.05 MI NW FROM ASTOR.
 AQ2605'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2605'MILES WEST OF ASTOR), GO 4.15 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2605'MARK.  THE MARK IS SET IN THE TOP OF THE NORTH END OF A CONCRETE
 AQ2605'CULVERT HEADWALL ON THE EAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2605'SOUTH OF A WITNESS POST.
 AQ2605'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2605
 AQ2605                          STATION RECOVERY (1996)
 AQ2605
 AQ2605'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2605'THE MARK IS ABOUT 11.1 MI (17.9 KM) SOUTHEAST OF SALT SPRINGS, 8.0 MI
 AQ2605'(12.9 KM) NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH, RANGE
 AQ2605'26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON
 AQ2605'STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD
 AQ2605'19, TURN RIGHT ON STATE ROAD 19 AND GO NORTHEAST FOR 4.4 MI (7.1 KM)
 AQ2605'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE CULVERT
 AQ2605'HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 19.
 AQ2605'LOCATED 19.8 FT (6.0 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 AQ2605'ROAD 19, 11.8 FT (3.6 M) NORTH OF THE SOUTH END OF THE CONCRETE
 AQ2605'HEADWALL AND 0.9 FT (27.4 CM) SOUTH OF A CARSONITE WITNESS POST.
 AQ2605
 AQ2605                          STATION RECOVERY (1997)
 AQ2605
 AQ2605'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2605'RECOVERED IN GOOD CONDITION.
 AQ2605
 AQ2605                          STATION RECOVERY (2004)
 AQ2605
 AQ2605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2605'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2414 ***********************************************************************
 BC2414  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2414  DESIGNATION -  872 0001 A TIDAL
 BC2414  PID         -  BC2414
 BC2414  STATE/COUNTY-  FL/NASSAU
 BC2414  USGS QUAD   -  KINGS FERRY (1992)
 BC2414
 BC2414                         *CURRENT SURVEY CONTROL
 BC2414  ___________________________________________________________________
 BC2414* NAD 83(1986)-  30 47 11.     (N)    081 50 18.     (W)     SCALED    
 BC2414* NAVD 88     -         3.233  (meters)      10.61   (feet)  ADJUSTED  
 BC2414  ___________________________________________________________________
 BC2414  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC2414  DYNAMIC HT  -           3.229 (meters)      10.59  (feet)  COMP
 BC2414  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BC2414
 BC2414  VERT ORDER  -  SECOND    CLASS I
 BC2414
 BC2414.The horizontal coordinates were scaled from a topographic map and have
 BC2414.an estimated accuracy of +/- 6 seconds.
 BC2414
 BC2414.The orthometric height was determined by differential leveling
 BC2414.and adjusted by the National Geodetic Survey in June 1991..
 BC2414
 BC2414.This Tidal Bench Mark is designated as VM 4960
 BC2414.by the Center for Operational Oceanographic Products and Services.
 BC2414
 BC2414.The geoid height was determined by GEOID03.
 BC2414
 BC2414.The dynamic height is computed by dividing the NAVD 88
 BC2414.geopotential number by the normal gravity value computed on the
 BC2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2414.degrees latitude (g = 980.6199 gals.).
 BC2414
 BC2414.The modeled gravity was interpolated from observed gravity values.
 BC2414
 BC2414;                    North         East    Units  Estimated Accuracy
 BC2414;SPC FL E     -   715,340.      119,760.      MT  (+/- 180 meters Scaled)
 BC2414
 BC2414                          SUPERSEDED SURVEY CONTROL
 BC2414
 BC2414.No superseded survey control is available for this station.
 BC2414
 BC2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ197062(NAD 83)
 BC2414_MARKER: DJ = TIDAL STATION DISK
 BC2414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2414_SP_SET: CONCRETE PATIO
 BC2414_STAMPING: 0001 A 1977
 BC2414_MARK LOGO: NOS   
 BC2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2414
 BC2414  HISTORY     - Date     Condition        Report By
 BC2414  HISTORY     - 1977     MONUMENTED       NOS
 BC2414  HISTORY     - 1985     GOOD             FLDNR
 BC2414  HISTORY     - 20010822 MARK NOT FOUND   FLDEP
 BC2414  HISTORY     - 20021119 MARK NOT FOUND   FLDEP
 BC2414
 BC2414                          STATION DESCRIPTION
 BC2414
 BC2414'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2414'IN KINGS FERRY.
 BC2414'BEGIN AT THE JUNCTION OF ROAD C 121 AND ROAD S 115A AND A DIRT DRIVE
 BC2414'LEADING NORTH, GO 0.1 MILE NORTH ON THE DRIVE TO ITS END AND THE LAST
 BC2414'HOUSE ON THE RIGHT (THE KEENE RESIDENCE).  THE MARK BEARS 126 FEET
 BC2414'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE TWO-STORY HOUSE (KEENE
 BC2414'RESIDENCE) AND IS SET IN AN 18-FOOT BY 16-FOOT CONCRETE PATIO, 3 FEET
 BC2414'NORTH OF THE SOUTH EDGE OF THE PATIO, AND 12.5 FEET WEST OF THE EAST
 BC2414'EDGE OF THE PATIO.
 BC2414
 BC2414                          STATION RECOVERY (2001)
 BC2414
 BC2414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2414'MARK NOT FOUND.
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414' 
 BC2414'
 BC2414
 BC2414                          STATION RECOVERY (2002)
 BC2414
 BC2414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2414'SEARCHED FOR, NOT FOUND.  ACCORDING TO RESIDENT THE PATIO THAT MARK
 BC2414'WAS SET IN WAS REMOVED SEVERAL YEARS AGO WITH KNOWLEDGE OF NOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2413 ***********************************************************************
 BC2413  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2413  DESIGNATION -  872 0001 B TIDAL
 BC2413  PID         -  BC2413
 BC2413  STATE/COUNTY-  FL/NASSAU
 BC2413  USGS QUAD   -  KINGS FERRY (1992)
 BC2413
 BC2413                         *CURRENT SURVEY CONTROL
 BC2413  ___________________________________________________________________
 BC2413* NAD 83(1986)-  30 47 04.     (N)    081 50 20.     (W)     SCALED    
 BC2413* NAVD 88     -         5.456  (meters)      17.90   (feet)  ADJUSTED  
 BC2413  ___________________________________________________________________
 BC2413  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC2413  DYNAMIC HT  -           5.449 (meters)      17.88  (feet)  COMP
 BC2413  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 BC2413
 BC2413  VERT ORDER  -  SECOND    CLASS I
 BC2413
 BC2413.The horizontal coordinates were scaled from a topographic map and have
 BC2413.an estimated accuracy of +/- 6 seconds.
 BC2413
 BC2413.The orthometric height was determined by differential leveling
 BC2413.and adjusted by the National Geodetic Survey in June 1991..
 BC2413
 BC2413.This Tidal Bench Mark is designated as VM 4961
 BC2413.by the Center for Operational Oceanographic Products and Services.
 BC2413
 BC2413.The geoid height was determined by GEOID03.
 BC2413
 BC2413.The dynamic height is computed by dividing the NAVD 88
 BC2413.geopotential number by the normal gravity value computed on the
 BC2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2413.degrees latitude (g = 980.6199 gals.).
 BC2413
 BC2413.The modeled gravity was interpolated from observed gravity values.
 BC2413
 BC2413;                    North         East    Units  Estimated Accuracy
 BC2413;SPC FL E     -   715,130.      119,710.      MT  (+/- 180 meters Scaled)
 BC2413
 BC2413                          SUPERSEDED SURVEY CONTROL
 BC2413
 BC2413.No superseded survey control is available for this station.
 BC2413
 BC2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ197060(NAD 83)
 BC2413_MARKER: DD = SURVEY DISK
 BC2413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2413_SP_SET: COPPER-CLAD STEEL ROD
 BC2413_STAMPING: 0001 B 1977
 BC2413_MARK LOGO: NOS   
 BC2413_PROJECTION: FLUSH
 BC2413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2413+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 BC2413_ROD/PIPE-DEPTH:  8.5 meters
 BC2413
 BC2413  HISTORY     - Date     Condition        Report By
 BC2413  HISTORY     - 1977     MONUMENTED       NOS
 BC2413  HISTORY     - 1985     GOOD             FLDNR
 BC2413  HISTORY     - 20010821 GOOD             FLDEP
 BC2413
 BC2413                          STATION DESCRIPTION
 BC2413
 BC2413'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2413'IN KINGS FERRY.
 BC2413'THE MARK IS AT KINGS FERRY, NEAR THE JUNCTION OF ROAD S 115A AND ROAD
 BC2413'C 121, 280 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE KINGS FERRY
 BC2413'GROCERY STORE, 17.5 FEET SOUTH OF THE EAST/WEST DIRT ROAD, AND 0.2
 BC2413'FOOT NORTH OF A WITNESS POST.
 BC2413
 BC2413                          STATION RECOVERY (2001)
 BC2413
 BC2413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2413'THE MARK IS IN KINGS FERRY, 8.7 MI NORTHEAST OF HILLIARD, 8.3 MI EAST
 BC2413'OF BOULOGNE, IN SECTION
 BC2413'37, TOWNSHIP 4 NORTH, RANGE 25 EAST.
 BC2413' 
 BC2413'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 115A AND LAKE
 BC2413'HAMPTON ROAD IN KINGS
 BC2413'FERRY, GO EAST-NORTHEAST ON STATE ROAD 115A FOR 0.1 MI TO THE JUNCTION
 BC2413'OF STATE ROAD
 BC2413'121A (MIDDLE ROAD) AND THE MARK ON THE RIGHT, A (NOS) DISK ATTACHED TO
 BC2413'THE TOP OF A
 BC2413'COPPER-CLAD ROD DRIVEN IN THE GROUND AND ENCASED IN A 4-INCH PVC PIPE
 BC2413'FLUSH WITH THE
 BC2413'GROUND AND ABOUT LEVEL WITH LAKE HAMPTON ROAD, THE DISK IS RECESSED
 BC2413'0.5 FT BELOW THE
 BC2413'LEVEL OF THE PVC PIPE.
 BC2413' 
 BC2413'LOCATED 111.0 FT SOUTHWEST OF THE CENTER OF A DRIVEWAY ENTRANCE TO
 BC2413'KINGS PLANTATION,
 BC2413'107.0 FT SOUTHWEST OF THE CENTERLINE OF BAILEY HADDACK LANE, 56.3 FT
 BC2413'SOUTHEAST OF A 14.5
 BC2413'FT DIAMETER OAK TREE IN THE MIDDLE OF THE GUARDRAIL STRUCTURE, 31.6 FT
 BC2413'EAST OF THE
 BC2413'NORTHEAST END OF THE GUARDRAIL IN THE MIDDLE OF THE HIGHWAY, 14.8 FT
 BC2413'SOUTH OF THE
 BC2413'CENTERLINE OF MIDDLE ROAD AND 1.0 FT NORTH OF A METAL WITNESS POST.
 BC2413' 
 BC2413'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 BC2413'MONUMENT.
 BC2413' 
 BC2413' 
 BC2413' 
 BC2413' 
 BC2413' 
 BC2413' 
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 BC2413' 
 BC2413' 
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 BC2413' 
 BC2413' 
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 BC2413'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2412 ***********************************************************************
 BC2412  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2412  DESIGNATION -  872 0001 C TIDAL
 BC2412  PID         -  BC2412
 BC2412  STATE/COUNTY-  FL/NASSAU
 BC2412  USGS QUAD   -  KINGS FERRY (1992)
 BC2412
 BC2412                         *CURRENT SURVEY CONTROL
 BC2412  ___________________________________________________________________
 BC2412* NAD 83(1986)-  30 46 53.     (N)    081 50 30.     (W)     SCALED    
 BC2412* NAVD 88     -         5.634  (meters)      18.48   (feet)  ADJUSTED  
 BC2412  ___________________________________________________________________
 BC2412  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC2412  DYNAMIC HT  -           5.627 (meters)      18.46  (feet)  COMP
 BC2412  MODELED GRAV-     979,392.5   (mgal)                       NAVD 88
 BC2412
 BC2412  VERT ORDER  -  SECOND    CLASS I
 BC2412
 BC2412.The horizontal coordinates were scaled from a topographic map and have
 BC2412.an estimated accuracy of +/- 6 seconds.
 BC2412
 BC2412.The orthometric height was determined by differential leveling
 BC2412.and adjusted by the National Geodetic Survey in June 1991..
 BC2412
 BC2412.This Tidal Bench Mark is designated as VM 4962
 BC2412.by the Center for Operational Oceanographic Products and Services.
 BC2412
 BC2412.The geoid height was determined by GEOID03.
 BC2412
 BC2412.The dynamic height is computed by dividing the NAVD 88
 BC2412.geopotential number by the normal gravity value computed on the
 BC2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2412.degrees latitude (g = 980.6199 gals.).
 BC2412
 BC2412.The modeled gravity was interpolated from observed gravity values.
 BC2412
 BC2412;                    North         East    Units  Estimated Accuracy
 BC2412;SPC FL E     -   714,790.      119,440.      MT  (+/- 180 meters Scaled)
 BC2412
 BC2412                          SUPERSEDED SURVEY CONTROL
 BC2412
 BC2412.No superseded survey control is available for this station.
 BC2412
 BC2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ194056(NAD 83)
 BC2412_MARKER: DJ = TIDAL STATION DISK
 BC2412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2412_SP_SET: COPPER-CLAD STEEL ROD
 BC2412_STAMPING: 0001 C 1977
 BC2412_MARK LOGO: NOS   
 BC2412_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2412_ROD/PIPE-DEPTH: 6.71 meters
 BC2412
 BC2412  HISTORY     - Date     Condition        Report By
 BC2412  HISTORY     - 1977     MONUMENTED       NOS
 BC2412  HISTORY     - 1985     GOOD             FLDNR
 BC2412  HISTORY     - 20010821 MARK NOT FOUND   FLDEP
 BC2412  HISTORY     - 20021119 MARK NOT FOUND   FLDEP
 BC2412
 BC2412                          STATION DESCRIPTION
 BC2412
 BC2412'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2412'8.45 MI NE FROM HILLIARD.
 BC2412'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2412'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2412'7.85 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 40
 BC2412'FEET EAST OF THE CENTERLINE OF S 115A, 6.3 FEET NORTH OF A POWER
 BC2412'POLE, 0.2 MILE SOUTH OF THE END OF THE PAVEMENT FOR S 115A, 0.3 MILE
 BC2412'SOUTHWEST OF THE JUNCTION OF HIGHWAY C 121, AND 0.3 FOOT WEST OF A
 BC2412'WITNESS POST.
 BC2412
 BC2412                          STATION RECOVERY (2001)
 BC2412
 BC2412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2412'MARK NOT FOUND.
 BC2412' 
 BC2412' 
 BC2412' 
 BC2412' 
 BC2412' 
 BC2412' 
 BC2412' 
 BC2412' 
 BC2412' 
 BC2412' 
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 BC2412' 
 BC2412' 
 BC2412'
 BC2412
 BC2412                          STATION RECOVERY (2002)
 BC2412
 BC2412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2412'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2436 ***********************************************************************
 BC2436  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2436  DESIGNATION -  872 0002 B TIDAL
 BC2436  PID         -  BC2436
 BC2436  STATE/COUNTY-  FL/NASSAU
 BC2436  USGS QUAD   -  GROSS (1993)
 BC2436
 BC2436                         *CURRENT SURVEY CONTROL
 BC2436  ___________________________________________________________________
 BC2436* NAD 83(1986)-  30 44 26.     (N)    081 41 15.     (W)     SCALED    
 BC2436* NAVD 88     -         4.145  (meters)      13.60   (feet)  ADJUSTED  
 BC2436  ___________________________________________________________________
 BC2436  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2436  DYNAMIC HT  -           4.140 (meters)      13.58  (feet)  COMP
 BC2436  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 BC2436
 BC2436  VERT ORDER  -  FIRST     CLASS II
 BC2436
 BC2436.The horizontal coordinates were scaled from a topographic map and have
 BC2436.an estimated accuracy of +/- 6 seconds.
 BC2436
 BC2436.The orthometric height was determined by differential leveling
 BC2436.and adjusted by the National Geodetic Survey in June 1991..
 BC2436
 BC2436.This Tidal Bench Mark is designated as VM 4966
 BC2436.by the Center for Operational Oceanographic Products and Services.
 BC2436
 BC2436.The geoid height was determined by GEOID03.
 BC2436
 BC2436.The dynamic height is computed by dividing the NAVD 88
 BC2436.geopotential number by the normal gravity value computed on the
 BC2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2436.degrees latitude (g = 980.6199 gals.).
 BC2436
 BC2436.The modeled gravity was interpolated from observed gravity values.
 BC2436
 BC2436;                    North         East    Units  Estimated Accuracy
 BC2436;SPC FL E     -   710,160.      134,170.      MT  (+/- 180 meters Scaled)
 BC2436
 BC2436                          SUPERSEDED SURVEY CONTROL
 BC2436
 BC2436  NGVD 29 (09/01/92)    4.500  (m)           14.76   (f) ADJUSTED    1 2
 BC2436
 BC2436.Superseded values are not recommended for survey control.
 BC2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2436.See file dsdata.txt to determine how the superseded data were derived.
 BC2436
 BC2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ341010(NAD 83)
 BC2436_MARKER: DD = SURVEY DISK
 BC2436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC2436_SP_SET: BRIDGE RAIL
 BC2436_STAMPING: 0002 B 14.76
 BC2436_MARK LOGO: FLDT  
 BC2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2436+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1991
 BC2436
 BC2436  HISTORY     - Date     Condition        Report By
 BC2436  HISTORY     - UNK      MONUMENTED       FLDT
 BC2436  HISTORY     - 1985     GOOD             FLDNR
 BC2436  HISTORY     - 19910421 GOOD             NGS
 BC2436
 BC2436                          STATION DESCRIPTION
 BC2436
 BC2436'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2436'9.4 MI NW FROM YULEE.
 BC2436'THE MARK IS 1 FT ABOVE HIGHWAY.
 BC2436'THE MARK IS AT THE SOUTH END OF THE U.S. HIGHWAY 17 BRIDGE OVER ST.
 BC2436'MARYS RIVER (FLORIDA-GEORGIA STATE LINE), 10.5 FEET EAST OF THE
 BC2436'CENTERLINE OF U.S. 17, AND SET IN THE BRIDGE ABUTMENT WINGWALL.
 BC2436
 BC2436                          STATION RECOVERY (1991)
 BC2436
 BC2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2436'15.0 KM (9.3 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BC2436'INTERSECTION WITH A1A IN YULEE, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF
 BC2436'THE SOUTH END OF THE EAST CONCRETE BASE OF THE RAIL OF THE HIGHWAY
 BC2436'BRIDGE SPANNING SAINT MARYS RIVER, 3.2 M (10.5 FT) EAST OF THE
 BC2436'HIGHWAY CENTERLINE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 BC2436'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2437 ***********************************************************************
 BC2437  DESIGNATION -  872 0002 C TIDAL
 BC2437  PID         -  BC2437
 BC2437  STATE/COUNTY-  FL/NASSAU
 BC2437  USGS QUAD   -  GROSS (1993)
 BC2437
 BC2437                         *CURRENT SURVEY CONTROL
 BC2437  ___________________________________________________________________
 BC2437* NAD 83(1986)-  30 44 23.     (N)    081 41 16.     (W)     SCALED    
 BC2437* NAVD 88     -         3.146  (meters)      10.32   (feet)  ADJUSTED  
 BC2437  ___________________________________________________________________
 BC2437  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2437  DYNAMIC HT  -           3.142 (meters)      10.31  (feet)  COMP
 BC2437  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 BC2437
 BC2437  VERT ORDER  -  SECOND    CLASS I
 BC2437
 BC2437.The horizontal coordinates were scaled from a topographic map and have
 BC2437.an estimated accuracy of +/- 6 seconds.
 BC2437
 BC2437.The orthometric height was determined by differential leveling
 BC2437.and adjusted by the National Geodetic Survey in June 1991..
 BC2437
 BC2437.The geoid height was determined by GEOID03.
 BC2437
 BC2437.The dynamic height is computed by dividing the NAVD 88
 BC2437.geopotential number by the normal gravity value computed on the
 BC2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2437.degrees latitude (g = 980.6199 gals.).
 BC2437
 BC2437.The modeled gravity was interpolated from observed gravity values.
 BC2437
 BC2437;                    North         East    Units  Estimated Accuracy
 BC2437;SPC FL E     -   710,070.      134,140.      MT  (+/- 180 meters Scaled)
 BC2437
 BC2437                          SUPERSEDED SURVEY CONTROL
 BC2437
 BC2437  NGVD 29 (09/01/92)    3.500  (m)           11.48   (f) ADJUSTED    2 1
 BC2437
 BC2437.Superseded values are not recommended for survey control.
 BC2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2437.See file dsdata.txt to determine how the superseded data were derived.
 BC2437
 BC2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ341009(NAD 83)
 BC2437_MARKER: DJ = TIDAL STATION DISK
 BC2437_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC2437+WITH SETTING: PAVEMENT
 BC2437_SP_SET: CONCRETE BASE
 BC2437_STAMPING: 0002 C 1977
 BC2437_MARK LOGO: NOS   
 BC2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2437+STABILITY: SURFACE MOTION
 BC2437
 BC2437  HISTORY     - Date     Condition        Report By
 BC2437  HISTORY     - 1977     MONUMENTED       NOS
 BC2437  HISTORY     - 1985     GOOD             FLDNR
 BC2437
 BC2437                          STATION DESCRIPTION
 BC2437
 BC2437'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2437'9.4 MI NW FROM YULEE.
 BC2437'THE MARK IS NEAR THE SOUTH END OF THE U.S. HIGHWAY 17 BRIDGE OVER
 BC2437'ST. MARYS RIVER (FLORIDA-GEORGIA STATE LINE), 205 FEET SOUTH OF THE
 BC2437'RIVER BANK, 23.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.4 FEET
 BC2437'WEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED, AND IS SET IN THE
 BC2437'FOUNDATION FOR AN ABANDONED ROAD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2438 ***********************************************************************
 BC2438  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2438  DESIGNATION -  872 0002 D TIDAL
 BC2438  PID         -  BC2438
 BC2438  STATE/COUNTY-  FL/NASSAU
 BC2438  USGS QUAD   -  GROSS (1993)
 BC2438
 BC2438                         *CURRENT SURVEY CONTROL
 BC2438  ___________________________________________________________________
 BC2438* NAD 83(1986)-  30 44 15.     (N)    081 41 18.     (W)     SCALED    
 BC2438* NAVD 88     -         2.056  (meters)       6.75   (feet)  ADJUSTED  
 BC2438  ___________________________________________________________________
 BC2438  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2438  DYNAMIC HT  -           2.053 (meters)       6.74  (feet)  COMP
 BC2438  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 BC2438
 BC2438  VERT ORDER  -  SECOND    CLASS I
 BC2438
 BC2438.The horizontal coordinates were scaled from a topographic map and have
 BC2438.an estimated accuracy of +/- 6 seconds.
 BC2438
 BC2438.The orthometric height was determined by differential leveling
 BC2438.and adjusted by the National Geodetic Survey in June 1991..
 BC2438
 BC2438.This Tidal Bench Mark is designated as VM 4965
 BC2438.by the Center for Operational Oceanographic Products and Services.
 BC2438
 BC2438.The geoid height was determined by GEOID03.
 BC2438
 BC2438.The dynamic height is computed by dividing the NAVD 88
 BC2438.geopotential number by the normal gravity value computed on the
 BC2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2438.degrees latitude (g = 980.6199 gals.).
 BC2438
 BC2438.The modeled gravity was interpolated from observed gravity values.
 BC2438
 BC2438;                    North         East    Units  Estimated Accuracy
 BC2438;SPC FL E     -   709,820.      134,090.      MT  (+/- 180 meters Scaled)
 BC2438
 BC2438                          SUPERSEDED SURVEY CONTROL
 BC2438
 BC2438  NGVD 29 (09/01/92)    2.410  (m)            7.91   (f) ADJUSTED    2 1
 BC2438
 BC2438.Superseded values are not recommended for survey control.
 BC2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2438.See file dsdata.txt to determine how the superseded data were derived.
 BC2438
 BC2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ341007(NAD 83)
 BC2438_MARKER: DJ = TIDAL STATION DISK
 BC2438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC2438_SP_SET: CONCRETE PAD
 BC2438_STAMPING: 0002 D 1977
 BC2438_MARK LOGO: NOS   
 BC2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2438
 BC2438  HISTORY     - Date     Condition        Report By
 BC2438  HISTORY     - 1977     MONUMENTED       NOS
 BC2438  HISTORY     - 1985     GOOD             FLDNR
 BC2438
 BC2438                          STATION DESCRIPTION
 BC2438
 BC2438'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2438'9.3 MI NW FROM YULEE.
 BC2438'BEGIN AT THE U.S. HIGHWAY 17 BRIDGE OVER ST. MARYS RIVER (FLORIDA-
 BC2438'GEORGIA STATE LINE), GO 0.15 MILE SOUTH ON U.S. 17 TO A WAYSIDE PARK
 BC2438'AND THE MARK.  THE MARK BEARS 101 FEET WEST OF THE CENTERLINE OF THE
 BC2438'HIGHWAY, 31 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE REST ROOMS,
 BC2438'75 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 2.5 FEET EAST-
 BC2438'NORTHEAST OF A BRICK FIREPLACE, AND IS SET IN THE CONCRETE BASE FOR
 BC2438'THE FIREPLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2426 ***********************************************************************
 BC2426  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2426  DESIGNATION -  872 0004 B TIDAL
 BC2426  PID         -  BC2426
 BC2426  STATE/COUNTY-  FL/NASSAU
 BC2426  USGS QUAD   -  ST MARYS (1993)
 BC2426
 BC2426                         *CURRENT SURVEY CONTROL
 BC2426  ___________________________________________________________________
 BC2426* NAD 83(1986)-  30 43 19.     (N)    081 37 22.     (W)     SCALED    
 BC2426* NAVD 88     -         2.738  (meters)       8.98   (feet)  ADJUSTED  
 BC2426  ___________________________________________________________________
 BC2426  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2426  DYNAMIC HT  -           2.735 (meters)       8.97  (feet)  COMP
 BC2426  MODELED GRAV-     979,392.9   (mgal)                       NAVD 88
 BC2426
 BC2426  VERT ORDER  -  SECOND    CLASS I
 BC2426
 BC2426.The horizontal coordinates were scaled from a topographic map and have
 BC2426.an estimated accuracy of +/- 6 seconds.
 BC2426
 BC2426.The orthometric height was determined by differential leveling
 BC2426.and adjusted by the National Geodetic Survey in June 1991..
 BC2426
 BC2426.This Tidal Bench Mark is designated as VM 4969
 BC2426.by the Center for Operational Oceanographic Products and Services.
 BC2426
 BC2426.The geoid height was determined by GEOID03.
 BC2426
 BC2426.The dynamic height is computed by dividing the NAVD 88
 BC2426.geopotential number by the normal gravity value computed on the
 BC2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2426.degrees latitude (g = 980.6199 gals.).
 BC2426
 BC2426.The modeled gravity was interpolated from observed gravity values.
 BC2426
 BC2426;                    North         East    Units  Estimated Accuracy
 BC2426;SPC FL E     -   708,060.      140,350.      MT  (+/- 180 meters Scaled)
 BC2426
 BC2426                          SUPERSEDED SURVEY CONTROL
 BC2426
 BC2426  NGVD 29 (09/01/92)    3.079  (m)           10.10   (f) ADJUSTED    2 1
 BC2426
 BC2426.Superseded values are not recommended for survey control.
 BC2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2426.See file dsdata.txt to determine how the superseded data were derived.
 BC2426
 BC2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403989(NAD 83)
 BC2426_MARKER: DJ = TIDAL STATION DISK
 BC2426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2426_SP_SET: COPPER-CLAD STEEL ROD
 BC2426_STAMPING: 0004 B 1977
 BC2426_MARK LOGO: NOS   
 BC2426_PROJECTION: FLUSH
 BC2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2426_ROD/PIPE-DEPTH: 11.3 meters
 BC2426
 BC2426  HISTORY     - Date     Condition        Report By
 BC2426  HISTORY     - 1977     MONUMENTED       NOS
 BC2426  HISTORY     - 1985     GOOD             FLDNR
 BC2426  HISTORY     - 20031220 MARK NOT FOUND   FLDEP
 BC2426
 BC2426                          STATION DESCRIPTION
 BC2426
 BC2426'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2426'7.4 MI NW FROM YULEE.
 BC2426'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2426'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2426'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2426'DIVISION RECREATION AREA AND THE MARK.  THE MARK BEARS 110 FEET
 BC2426'NORTHWEST OF THE CONCRETE PICNIC TABLE, 9 FEET SOUTH OF THE SOUTH
 BC2426'BANK OF THE ST. MARYS RIVER, 3.8 FEET NORTH-NORTHWEST OF AN OAK TREE
 BC2426'WITH WITNESS SIGN ATTACHED, AND 400 FEET EAST OF TIDAL BENCH MARK
 BC2426'CRANDALL NO 3 1934.
 BC2426
 BC2426                          STATION RECOVERY (2003)
 BC2426
 BC2426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC2426'MARK APPEARS TO BE LOST DUE TO EROSION OF RIVER BANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2423 ***********************************************************************
 BC2423  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2423  DESIGNATION -  872 0004 C TIDAL
 BC2423  PID         -  BC2423
 BC2423  STATE/COUNTY-  FL/NASSAU
 BC2423  USGS QUAD   -  ST MARYS (1993)
 BC2423
 BC2423                         *CURRENT SURVEY CONTROL
 BC2423  ___________________________________________________________________
 BC2423* NAD 83(1986)-  30 43 19.     (N)    081 37 22.     (W)     SCALED    
 BC2423* NAVD 88     -         3.595  (meters)      11.79   (feet)  ADJUSTED  
 BC2423  ___________________________________________________________________
 BC2423  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2423  DYNAMIC HT  -           3.590 (meters)      11.78  (feet)  COMP
 BC2423  MODELED GRAV-     979,392.9   (mgal)                       NAVD 88
 BC2423
 BC2423  VERT ORDER  -  SECOND    CLASS I
 BC2423
 BC2423.The horizontal coordinates were scaled from a topographic map and have
 BC2423.an estimated accuracy of +/- 6 seconds.
 BC2423
 BC2423.The orthometric height was determined by differential leveling
 BC2423.and adjusted by the National Geodetic Survey in June 1991..
 BC2423
 BC2423.This Tidal Bench Mark is designated as VM 4970
 BC2423.by the Center for Operational Oceanographic Products and Services.
 BC2423
 BC2423.The geoid height was determined by GEOID03.
 BC2423
 BC2423.The dynamic height is computed by dividing the NAVD 88
 BC2423.geopotential number by the normal gravity value computed on the
 BC2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2423.degrees latitude (g = 980.6199 gals.).
 BC2423
 BC2423.The modeled gravity was interpolated from observed gravity values.
 BC2423
 BC2423;                    North         East    Units  Estimated Accuracy
 BC2423;SPC FL E     -   708,060.      140,350.      MT  (+/- 180 meters Scaled)
 BC2423
 BC2423                          SUPERSEDED SURVEY CONTROL
 BC2423
 BC2423  NGVD 29 (09/01/92)    3.936  (m)           12.91   (f) ADJUSTED    2 1
 BC2423
 BC2423.Superseded values are not recommended for survey control.
 BC2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2423.See file dsdata.txt to determine how the superseded data were derived.
 BC2423
 BC2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403989(NAD 83)
 BC2423_MARKER: DJ = TIDAL STATION DISK
 BC2423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2423_SP_SET: COPPER-CLAD STEEL ROD
 BC2423_STAMPING: 0004 C 1977
 BC2423_MARK LOGO: NOS   
 BC2423_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2423_ROD/PIPE-DEPTH: 12.2 meters
 BC2423
 BC2423  HISTORY     - Date     Condition        Report By
 BC2423  HISTORY     - 1977     MONUMENTED       NOS
 BC2423  HISTORY     - 1985     GOOD             FLDNR
 BC2423
 BC2423                          STATION DESCRIPTION
 BC2423
 BC2423'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2423'7.4 MI NW FROM YULEE.
 BC2423'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2423'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2423'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2423'DIVISION RECREATION AREA AND THE MARK.  THE MARK BEARS 210 FEET
 BC2423'SOUTH-SOUTHWEST OF AN ARTESIAN WELL, 182.3 FEET SOUTHWEST OF TIDAL
 BC2423'BENCH MARK NO 4 1952, 14 FEET NORTH-NORTHEAST OF A DIM TRAIL, AND 0.5
 BC2423'FOOT SOUTH-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2422 ***********************************************************************
 BC2422  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2422  DESIGNATION -  872 0004 D TIDAL
 BC2422  PID         -  BC2422
 BC2422  STATE/COUNTY-  FL/NASSAU
 BC2422  USGS QUAD   -  ST MARYS (1993)
 BC2422
 BC2422                         *CURRENT SURVEY CONTROL
 BC2422  ___________________________________________________________________
 BC2422* NAD 83(1986)-  30 43 19.     (N)    081 37 22.     (W)     SCALED    
 BC2422* NAVD 88     -         3.536  (meters)      11.60   (feet)  ADJUSTED  
 BC2422  ___________________________________________________________________
 BC2422  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2422  DYNAMIC HT  -           3.532 (meters)      11.59  (feet)  COMP
 BC2422  MODELED GRAV-     979,392.9   (mgal)                       NAVD 88
 BC2422
 BC2422  VERT ORDER  -  SECOND    CLASS I
 BC2422
 BC2422.The horizontal coordinates were scaled from a topographic map and have
 BC2422.an estimated accuracy of +/- 6 seconds.
 BC2422
 BC2422.The orthometric height was determined by differential leveling
 BC2422.and adjusted by the National Geodetic Survey in June 1991..
 BC2422
 BC2422.This Tidal Bench Mark is designated as VM 4971
 BC2422.by the Center for Operational Oceanographic Products and Services.
 BC2422
 BC2422.The geoid height was determined by GEOID03.
 BC2422
 BC2422.The dynamic height is computed by dividing the NAVD 88
 BC2422.geopotential number by the normal gravity value computed on the
 BC2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2422.degrees latitude (g = 980.6199 gals.).
 BC2422
 BC2422.The modeled gravity was interpolated from observed gravity values.
 BC2422
 BC2422;                    North         East    Units  Estimated Accuracy
 BC2422;SPC FL E     -   708,060.      140,350.      MT  (+/- 180 meters Scaled)
 BC2422
 BC2422                          SUPERSEDED SURVEY CONTROL
 BC2422
 BC2422  NGVD 29 (09/01/92)    3.877  (m)           12.72   (f) ADJUSTED    2 1
 BC2422
 BC2422.Superseded values are not recommended for survey control.
 BC2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2422.See file dsdata.txt to determine how the superseded data were derived.
 BC2422
 BC2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403989(NAD 83)
 BC2422_MARKER: DJ = TIDAL STATION DISK
 BC2422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2422_SP_SET: COPPER-CLAD STEEL ROD
 BC2422_STAMPING: 0004 D 1977
 BC2422_MARK LOGO: NOS   
 BC2422_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2422_ROD/PIPE-DEPTH: 14.6 meters
 BC2422
 BC2422  HISTORY     - Date     Condition        Report By
 BC2422  HISTORY     - 1977     MONUMENTED       NOS
 BC2422  HISTORY     - 1985     GOOD             FLDNR
 BC2422
 BC2422                          STATION DESCRIPTION
 BC2422
 BC2422'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2422'7.4 MI NW FROM YULEE.
 BC2422'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2422'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2422'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2422'DIVISION RECREATION AREA AND THE MARK.  THE MARK BEARS 7.2 FEET NORTH
 BC2422'OF THE SIGN FOR THE RECREATION PARK, 27.6 FEET WEST OF THE FORK OF
 BC2422'THE PARK DRIVE AND CRANDALL ROAD, 58 FEET NORTHWEST OF THE CENTERLINE
 BC2422'OF CRANDALL ROAD, AND 0.5 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2424 ***********************************************************************
 BC2424  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2424  DESIGNATION -  872 0004 TIDAL 4
 BC2424  PID         -  BC2424
 BC2424  STATE/COUNTY-  FL/NASSAU
 BC2424  USGS QUAD   -  ST MARYS (1993)
 BC2424
 BC2424                         *CURRENT SURVEY CONTROL
 BC2424  ___________________________________________________________________
 BC2424* NAD 83(1986)-  30 43 19.     (N)    081 37 22.     (W)     SCALED    
 BC2424* NAVD 88     -         2.909  (meters)       9.54   (feet)  ADJUSTED  
 BC2424  ___________________________________________________________________
 BC2424  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2424  DYNAMIC HT  -           2.905 (meters)       9.53  (feet)  COMP
 BC2424  MODELED GRAV-     979,392.9   (mgal)                       NAVD 88
 BC2424
 BC2424  VERT ORDER  -  SECOND    CLASS I
 BC2424
 BC2424.The horizontal coordinates were scaled from a topographic map and have
 BC2424.an estimated accuracy of +/- 6 seconds.
 BC2424
 BC2424.The orthometric height was determined by differential leveling
 BC2424.and adjusted by the National Geodetic Survey in June 1991..
 BC2424
 BC2424.This Tidal Bench Mark is designated as VM 4968
 BC2424.by the Center for Operational Oceanographic Products and Services.
 BC2424
 BC2424.The geoid height was determined by GEOID03.
 BC2424
 BC2424.The dynamic height is computed by dividing the NAVD 88
 BC2424.geopotential number by the normal gravity value computed on the
 BC2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2424.degrees latitude (g = 980.6199 gals.).
 BC2424
 BC2424.The modeled gravity was interpolated from observed gravity values.
 BC2424
 BC2424;                    North         East    Units  Estimated Accuracy
 BC2424;SPC FL E     -   708,060.      140,350.      MT  (+/- 180 meters Scaled)
 BC2424
 BC2424                          SUPERSEDED SURVEY CONTROL
 BC2424
 BC2424  NGVD 29 (09/01/92)    3.250  (m)           10.66   (f) ADJUSTED    2 1
 BC2424
 BC2424.Superseded values are not recommended for survey control.
 BC2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2424.See file dsdata.txt to determine how the superseded data were derived.
 BC2424
 BC2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403989(NAD 83)
 BC2424_MARKER: DJ = TIDAL STATION DISK
 BC2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2424_SP_SET: CONCRETE POST
 BC2424_STAMPING: NO 4 1952
 BC2424_MARK LOGO: CGS   
 BC2424_PROJECTION: FLUSH
 BC2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2424+STABILITY: SURFACE MOTION
 BC2424
 BC2424  HISTORY     - Date     Condition        Report By
 BC2424  HISTORY     - 1952     MONUMENTED       CGS
 BC2424  HISTORY     - 1985     GOOD             FLDNR
 BC2424
 BC2424                          STATION DESCRIPTION
 BC2424
 BC2424'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2424'7.4 MI NW FROM YULEE.
 BC2424'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2424'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2424'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2424'DIVISION RECREATION AREA AND THE MARK.  THE MARK IS AT THE WEST END
 BC2424'OF THE RECREATION PARK, 45.5 FEET SOUTH OF AN ARTESIAN WELL, 58 FEET
 BC2424'WEST OF THE CENTERLINE OF A TRACK ROAD, 212 FEET SOUTH-SOUTHWEST OF
 BC2424'TIDAL BENCH MARK CRANDALL NO 3 1934, 182.3 FEET NORTHEAST OF TIDAL
 BC2424'BENCH MARK 0004 C 1977, AND 1 FOOT NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2425 ***********************************************************************
 BC2425  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2425  DESIGNATION -  872 0004 TIDAL CRANDALL 3
 BC2425  PID         -  BC2425
 BC2425  STATE/COUNTY-  FL/NASSAU
 BC2425  USGS QUAD   -  ST MARYS (1993)
 BC2425
 BC2425                         *CURRENT SURVEY CONTROL
 BC2425  ___________________________________________________________________
 BC2425* NAD 83(1986)-  30 43 19.     (N)    081 37 22.     (W)     SCALED    
 BC2425* NAVD 88     -         3.206  (meters)      10.52   (feet)  ADJUSTED  
 BC2425  ___________________________________________________________________
 BC2425  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2425  DYNAMIC HT  -           3.202 (meters)      10.51  (feet)  COMP
 BC2425  MODELED GRAV-     979,392.9   (mgal)                       NAVD 88
 BC2425
 BC2425  VERT ORDER  -  SECOND    CLASS I
 BC2425
 BC2425.The horizontal coordinates were scaled from a topographic map and have
 BC2425.an estimated accuracy of +/- 6 seconds.
 BC2425
 BC2425.The orthometric height was determined by differential leveling
 BC2425.and adjusted by the National Geodetic Survey in June 1991..
 BC2425
 BC2425.This Tidal Bench Mark is designated as VM 4967
 BC2425.by the Center for Operational Oceanographic Products and Services.
 BC2425
 BC2425.The geoid height was determined by GEOID03.
 BC2425
 BC2425.The dynamic height is computed by dividing the NAVD 88
 BC2425.geopotential number by the normal gravity value computed on the
 BC2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2425.degrees latitude (g = 980.6199 gals.).
 BC2425
 BC2425.The modeled gravity was interpolated from observed gravity values.
 BC2425
 BC2425;                    North         East    Units  Estimated Accuracy
 BC2425;SPC FL E     -   708,060.      140,350.      MT  (+/- 180 meters Scaled)
 BC2425
 BC2425                          SUPERSEDED SURVEY CONTROL
 BC2425
 BC2425  NGVD 29 (09/01/92)    3.547  (m)           11.64   (f) ADJUSTED    2 1
 BC2425
 BC2425.Superseded values are not recommended for survey control.
 BC2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2425.See file dsdata.txt to determine how the superseded data were derived.
 BC2425
 BC2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403989(NAD 83)
 BC2425_MARKER: DJ = TIDAL STATION DISK
 BC2425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC2425+WITH SETTING: PAVEMENT
 BC2425_SP_SET: CONCRETE FOUNDATION
 BC2425_STAMPING: CRANDALL NO 3 1934
 BC2425_MARK LOGO: CGS   
 BC2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2425+STABILITY: SURFACE MOTION
 BC2425
 BC2425  HISTORY     - Date     Condition        Report By
 BC2425  HISTORY     - 1934     MONUMENTED       CGS
 BC2425  HISTORY     - 1985     GOOD             FLDNR
 BC2425  HISTORY     - 20021220 POOR             FLDEP
 BC2425
 BC2425                          STATION DESCRIPTION
 BC2425
 BC2425'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2425'7.4 MI NW FROM YULEE.
 BC2425'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2425'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2425'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2425'DIVISION RECREATION AREA AND THE MARK.  THE MARK IS NEAR THE
 BC2425'NORTHWEST CORNER OF THE PARK, 24 FEET SOUTH OF THE RIVER BANK, 172
 BC2425'FEET NORTH OF AN ARTESIAN WELL, 73 FEET EAST OF THE WEST END OF THE
 BC2425'TRACK ROAD THROUGH THE PARK, AND 212 FEET NORTH-NORTHEAST OF TIDAL
 BC2425'BENCH MARK NO 4 1952.  THE MARK IS SET IN THE TOP OF AN OLD CONCRETE
 BC2425'BASE THAT PROJECTS 2 FEET ABOVE GROUND LEVEL.
 BC2425
 BC2425                          STATION RECOVERY (2002)
 BC2425
 BC2425'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2425'THE CONCRETE FOUNDATION FOR THIS MARK IS TILTED DOWN TO THE NORTH,
 BC2425'APPROX 20 DEGREES, AND IS GRADUALLY SLIPPING INTO THE ST. MARYS RIVER
 BC2425'DUE TO EROSION OF RIVER BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2445 ***********************************************************************
 BC2445  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2445  DESIGNATION -  872 0006 A TIDAL
 BC2445  PID         -  BC2445
 BC2445  STATE/COUNTY-  FL/NASSAU
 BC2445  USGS QUAD   -  GROSS (1993)
 BC2445
 BC2445                         *CURRENT SURVEY CONTROL
 BC2445  ___________________________________________________________________
 BC2445* NAD 83(1986)-  30 44 02.     (N)    081 43 30.     (W)     SCALED    
 BC2445* NAVD 88     -         0.379  (meters)       1.24   (feet)  ADJUSTED  
 BC2445  ___________________________________________________________________
 BC2445  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2445  DYNAMIC HT  -           0.379 (meters)       1.24  (feet)  COMP
 BC2445  MODELED GRAV-     979,390.9   (mgal)                       NAVD 88
 BC2445
 BC2445  VERT ORDER  -  SECOND    CLASS I
 BC2445
 BC2445.The horizontal coordinates were scaled from a topographic map and have
 BC2445.an estimated accuracy of +/- 6 seconds.
 BC2445
 BC2445.The orthometric height was determined by differential leveling
 BC2445.and adjusted by the National Geodetic Survey in June 1991..
 BC2445
 BC2445.This Tidal Bench Mark is designated as VM 4972
 BC2445.by the Center for Operational Oceanographic Products and Services.
 BC2445
 BC2445.The geoid height was determined by GEOID03.
 BC2445
 BC2445.The dynamic height is computed by dividing the NAVD 88
 BC2445.geopotential number by the normal gravity value computed on the
 BC2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2445.degrees latitude (g = 980.6199 gals.).
 BC2445
 BC2445.The modeled gravity was interpolated from observed gravity values.
 BC2445
 BC2445;                    North         East    Units  Estimated Accuracy
 BC2445;SPC FL E     -   709,450.      130,570.      MT  (+/- 180 meters Scaled)
 BC2445
 BC2445                          SUPERSEDED SURVEY CONTROL
 BC2445
 BC2445  NGVD 29 (09/01/92)    0.734  (m)            2.41   (f) ADJUSTED    2 1
 BC2445
 BC2445.Superseded values are not recommended for survey control.
 BC2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2445.See file dsdata.txt to determine how the superseded data were derived.
 BC2445
 BC2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ305003(NAD 83)
 BC2445_MARKER: DJ = TIDAL STATION DISK
 BC2445_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2445_SP_SET: COPPER-CLAD STEEL ROD
 BC2445_STAMPING: 0006 A 1977
 BC2445_MARK LOGO: NOS   
 BC2445_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2445_ROD/PIPE-DEPTH: 14.6 meters
 BC2445
 BC2445  HISTORY     - Date     Condition        Report By
 BC2445  HISTORY     - 1977     MONUMENTED       NOS
 BC2445  HISTORY     - 1985     GOOD             FLDNR
 BC2445
 BC2445                          STATION DESCRIPTION
 BC2445
 BC2445'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2445'11.85 MI NW FROM YULEE.
 BC2445'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2445'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2445'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2445'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2445'PLANTATION ROAD TO A GUARDHOUSE GATE, CONTINUE FOR 0.45 MILE PAST THE
 BC2445'GATE TO THE MARK.  THE MARK BEARS 200 FEET SOUTHEAST OF THE SOUTHEAST
 BC2445'END OF A WOODEN BRIDGE, 19 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BC2445'ROAD, 201 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE NEAR THE SOUTHEAST
 BC2445'END OF THE BRIDGE, 0.5 FOOT NORTHEAST OF A WITNESS POST, AND 0.1 MILE
 BC2445'WEST- NORTHWEST OF BENCH MARK 0006 B 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2444 ***********************************************************************
 BC2444  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2444  DESIGNATION -  872 0006 B TIDAL
 BC2444  PID         -  BC2444
 BC2444  STATE/COUNTY-  FL/NASSAU
 BC2444  USGS QUAD   -  GROSS (1993)
 BC2444
 BC2444                         *CURRENT SURVEY CONTROL
 BC2444  ___________________________________________________________________
 BC2444* NAD 83(1986)-  30 43 59.     (N)    081 43 25.     (W)     SCALED    
 BC2444* NAVD 88     -         1.077  (meters)       3.53   (feet)  ADJUSTED  
 BC2444  ___________________________________________________________________
 BC2444  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2444  DYNAMIC HT  -           1.076 (meters)       3.53  (feet)  COMP
 BC2444  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BC2444
 BC2444  VERT ORDER  -  SECOND    CLASS I
 BC2444
 BC2444.The horizontal coordinates were scaled from a topographic map and have
 BC2444.an estimated accuracy of +/- 6 seconds.
 BC2444
 BC2444.The orthometric height was determined by differential leveling
 BC2444.and adjusted by the National Geodetic Survey in June 1991..
 BC2444
 BC2444.This Tidal Bench Mark is designated as VM 4973
 BC2444.by the Center for Operational Oceanographic Products and Services.
 BC2444
 BC2444.The geoid height was determined by GEOID03.
 BC2444
 BC2444.The dynamic height is computed by dividing the NAVD 88
 BC2444.geopotential number by the normal gravity value computed on the
 BC2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2444.degrees latitude (g = 980.6199 gals.).
 BC2444
 BC2444.The modeled gravity was interpolated from observed gravity values.
 BC2444
 BC2444;                    North         East    Units  Estimated Accuracy
 BC2444;SPC FL E     -   709,350.      130,700.      MT  (+/- 180 meters Scaled)
 BC2444
 BC2444                          SUPERSEDED SURVEY CONTROL
 BC2444
 BC2444  NGVD 29 (09/01/92)    1.431  (m)            4.69   (f) ADJUSTED    2 1
 BC2444
 BC2444.Superseded values are not recommended for survey control.
 BC2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2444.See file dsdata.txt to determine how the superseded data were derived.
 BC2444
 BC2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ307002(NAD 83)
 BC2444_MARKER: DJ = TIDAL STATION DISK
 BC2444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2444_SP_SET: COPPER-CLAD STEEL ROD
 BC2444_STAMPING: 0006 B 1977
 BC2444_MARK LOGO: NOS   
 BC2444_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2444_ROD/PIPE-DEPTH: 14.6 meters
 BC2444
 BC2444  HISTORY     - Date     Condition        Report By
 BC2444  HISTORY     - 1977     MONUMENTED       NOS
 BC2444  HISTORY     - 1985     GOOD             FLDNR
 BC2444  HISTORY     - 20021122 POOR             FLDEP
 BC2444
 BC2444                          STATION DESCRIPTION
 BC2444
 BC2444'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2444'11.75 MI NW FROM YULEE.
 BC2444'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2444'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2444'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2444'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2444'PLANTATION ROAD TO A GUARDHOUSE GATE, CONTINUE FOR 0.35 MILE PAST THE
 BC2444'GATE TO THE MARK.  THE MARK BEARS 14 FEET EAST-NORTHEAST OF THE
 BC2444'CENTERLINE OF THE ROAD, 531 FEET EAST-SOUTHEAST OF BENCH MARK 0006 A
 BC2444'1977, 336 FEET NORTH-NORTHWEST OF BENCH MARK 0006 C 1977, AND 0.5
 BC2444'FOOT WEST-SOUTHWEST OF A WITNESS POST.  IT SHOULD BE NOTED THAT THE
 BC2444'DISK IS NO LONGER HORIZONTAL, ITS HIGH POINT IS THE WEST EDGE.
 BC2444
 BC2444                          STATION RECOVERY (2002)
 BC2444
 BC2444'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2444'NO LONGER HORIZONTAL, TILTED 30 DEGREES TO THE WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2443 ***********************************************************************
 BC2443  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2443  DESIGNATION -  872 0006 C TIDAL
 BC2443  PID         -  BC2443
 BC2443  STATE/COUNTY-  FL/NASSAU
 BC2443  USGS QUAD   -  GROSS (1993)
 BC2443
 BC2443                         *CURRENT SURVEY CONTROL
 BC2443  ___________________________________________________________________
 BC2443* NAD 83(1986)-  30 43 54.     (N)    081 43 24.     (W)     SCALED    
 BC2443* NAVD 88     -         0.959  (meters)       3.15   (feet)  ADJUSTED  
 BC2443  ___________________________________________________________________
 BC2443  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2443  DYNAMIC HT  -           0.958 (meters)       3.14  (feet)  COMP
 BC2443  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 BC2443
 BC2443  VERT ORDER  -  SECOND    CLASS I
 BC2443
 BC2443.The horizontal coordinates were scaled from a topographic map and have
 BC2443.an estimated accuracy of +/- 6 seconds.
 BC2443
 BC2443.The orthometric height was determined by differential leveling
 BC2443.and adjusted by the National Geodetic Survey in June 1991..
 BC2443
 BC2443.This Tidal Bench Mark is designated as VM 4974
 BC2443.by the Center for Operational Oceanographic Products and Services.
 BC2443
 BC2443.The geoid height was determined by GEOID03.
 BC2443
 BC2443.The dynamic height is computed by dividing the NAVD 88
 BC2443.geopotential number by the normal gravity value computed on the
 BC2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2443.degrees latitude (g = 980.6199 gals.).
 BC2443
 BC2443.The modeled gravity was interpolated from observed gravity values.
 BC2443
 BC2443;                    North         East    Units  Estimated Accuracy
 BC2443;SPC FL E     -   709,200.      130,730.      MT  (+/- 180 meters Scaled)
 BC2443
 BC2443                          SUPERSEDED SURVEY CONTROL
 BC2443
 BC2443  NGVD 29 (09/01/92)    1.313  (m)            4.31   (f) ADJUSTED    2 1
 BC2443
 BC2443.Superseded values are not recommended for survey control.
 BC2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2443.See file dsdata.txt to determine how the superseded data were derived.
 BC2443
 BC2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ307000(NAD 83)
 BC2443_MARKER: DJ = TIDAL STATION DISK
 BC2443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2443_SP_SET: COPPER-CLAD STEEL ROD
 BC2443_STAMPING: 0006 C 1977
 BC2443_MARK LOGO: NOS   
 BC2443_PROJECTION: FLUSH
 BC2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2443_ROD/PIPE-DEPTH: 14.6 meters
 BC2443
 BC2443  HISTORY     - Date     Condition        Report By
 BC2443  HISTORY     - 1977     MONUMENTED       NOS
 BC2443  HISTORY     - 1985     GOOD             FLDNR
 BC2443
 BC2443                          STATION DESCRIPTION
 BC2443
 BC2443'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2443'11.65 MI NW FROM YULEE.
 BC2443'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2443'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2443'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2443'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2443'PLANTATION ROAD TO A GUARDHOUSE GATE, CONTINUE FOR 0.25 MILE PAST THE
 BC2443'GATE TO THE MARK.  THE MARK BEARS 22 FEET SOUTHWEST OF THE CENTERLINE
 BC2443'OF THE ROAD, 336 FEET SOUTH-SOUTHEAST OF BENCH MARK 0006 B 1977, 627
 BC2443'FEET NORTHWEST OF BENCH MARK 0006 D 1977, AND 0.5 FOOT
 BC2443'NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2442 ***********************************************************************
 BC2442  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2442  DESIGNATION -  872 0006 D TIDAL
 BC2442  PID         -  BC2442
 BC2442  STATE/COUNTY-  FL/NASSAU
 BC2442  USGS QUAD   -  GROSS (1993)
 BC2442
 BC2442                         *CURRENT SURVEY CONTROL
 BC2442  ___________________________________________________________________
 BC2442* NAD 83(1986)-  30 43 49.     (N)    081 43 17.     (W)     SCALED    
 BC2442* NAVD 88     -         1.180  (meters)       3.87   (feet)  ADJUSTED  
 BC2442  ___________________________________________________________________
 BC2442  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2442  DYNAMIC HT  -           1.178 (meters)       3.86  (feet)  COMP
 BC2442  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BC2442
 BC2442  VERT ORDER  -  SECOND    CLASS I
 BC2442
 BC2442.The horizontal coordinates were scaled from a topographic map and have
 BC2442.an estimated accuracy of +/- 6 seconds.
 BC2442
 BC2442.The orthometric height was determined by differential leveling
 BC2442.and adjusted by the National Geodetic Survey in June 1991..
 BC2442
 BC2442.This Tidal Bench Mark is designated as VM 4975
 BC2442.by the Center for Operational Oceanographic Products and Services.
 BC2442
 BC2442.The geoid height was determined by GEOID03.
 BC2442
 BC2442.The dynamic height is computed by dividing the NAVD 88
 BC2442.geopotential number by the normal gravity value computed on the
 BC2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2442.degrees latitude (g = 980.6199 gals.).
 BC2442
 BC2442.The modeled gravity was interpolated from observed gravity values.
 BC2442
 BC2442;                    North         East    Units  Estimated Accuracy
 BC2442;SPC FL E     -   709,040.      130,910.      MT  (+/- 180 meters Scaled)
 BC2442
 BC2442                          SUPERSEDED SURVEY CONTROL
 BC2442
 BC2442  NGVD 29 (09/01/92)    1.534  (m)            5.03   (f) ADJUSTED    2 1
 BC2442
 BC2442.Superseded values are not recommended for survey control.
 BC2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2442.See file dsdata.txt to determine how the superseded data were derived.
 BC2442
 BC2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP309999(NAD 83)
 BC2442_MARKER: DJ = TIDAL STATION DISK
 BC2442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2442_SP_SET: COPPER-CLAD STEEL ROD
 BC2442_STAMPING: 0006 D 1977
 BC2442_MARK LOGO: NOS   
 BC2442_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2442_ROD/PIPE-DEPTH: 14.6 meters
 BC2442
 BC2442  HISTORY     - Date     Condition        Report By
 BC2442  HISTORY     - 1977     MONUMENTED       NOS
 BC2442  HISTORY     - 1985     GOOD             FLDNR
 BC2442  HISTORY     - 20021122 MARK NOT FOUND   FLDEP
 BC2442
 BC2442                          STATION DESCRIPTION
 BC2442
 BC2442'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2442'11.55 MI NW FROM YULEE.
 BC2442'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2442'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2442'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2442'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2442'PLANTATION ROAD TO A GUARDHOUSE GATE, CONTINUE FOR 0.15 MILE PAST THE
 BC2442'GATE TO THE MARK.  THE MARK BEARS 20 FEET SOUTHWEST OF THE CENTERLINE
 BC2442'OF THE ROAD, 627 FEET SOUTHEAST OF BENCH MARK 0006 C 1977, 0.15 MILE
 BC2442'WEST OF BENCH MARK 0006 E 1977, AND 0.5 FOOT NORTHEAST OF A WITNESS
 BC2442'POST.
 BC2442
 BC2442                          STATION RECOVERY (2002)
 BC2442
 BC2442'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2442'SEARCHED FOR, NOT FOUND.  REMNANTS OF THE PVC PIPE AND CONCRETE
 BC2442'KICKBLOCK FOUND IN VICINITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2441 ***********************************************************************
 BC2441  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2441  DESIGNATION -  872 0006 E TIDAL
 BC2441  PID         -  BC2441
 BC2441  STATE/COUNTY-  FL/NASSAU
 BC2441  USGS QUAD   -  GROSS (1993)
 BC2441
 BC2441                         *CURRENT SURVEY CONTROL
 BC2441  ___________________________________________________________________
 BC2441* NAD 83(1986)-  30 43 48.     (N)    081 43 09.     (W)     SCALED    
 BC2441* NAVD 88     -         2.849  (meters)       9.35   (feet)  ADJUSTED  
 BC2441  ___________________________________________________________________
 BC2441  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2441  DYNAMIC HT  -           2.845 (meters)       9.33  (feet)  COMP
 BC2441  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 BC2441
 BC2441  VERT ORDER  -  SECOND    CLASS I
 BC2441
 BC2441.The horizontal coordinates were scaled from a topographic map and have
 BC2441.an estimated accuracy of +/- 6 seconds.
 BC2441
 BC2441.The orthometric height was determined by differential leveling
 BC2441.and adjusted by the National Geodetic Survey in June 1991..
 BC2441
 BC2441.This Tidal Bench Mark is designated as VM 4976
 BC2441.by the Center for Operational Oceanographic Products and Services.
 BC2441
 BC2441.The geoid height was determined by GEOID03.
 BC2441
 BC2441.The dynamic height is computed by dividing the NAVD 88
 BC2441.geopotential number by the normal gravity value computed on the
 BC2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2441.degrees latitude (g = 980.6199 gals.).
 BC2441
 BC2441.The modeled gravity was interpolated from observed gravity values.
 BC2441
 BC2441;                    North         East    Units  Estimated Accuracy
 BC2441;SPC FL E     -   709,010.      131,130.      MT  (+/- 180 meters Scaled)
 BC2441
 BC2441                          SUPERSEDED SURVEY CONTROL
 BC2441
 BC2441  NGVD 29 (09/01/92)    3.203  (m)           10.51   (f) ADJUSTED    2 1
 BC2441
 BC2441.Superseded values are not recommended for survey control.
 BC2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2441.See file dsdata.txt to determine how the superseded data were derived.
 BC2441
 BC2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP311999(NAD 83)
 BC2441_MARKER: DJ = TIDAL STATION DISK
 BC2441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2441_SP_SET: COPPER-CLAD STEEL ROD
 BC2441_STAMPING: 0006 E 1977
 BC2441_MARK LOGO: NOS   
 BC2441_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2441_ROD/PIPE-DEPTH: 14.6 meters
 BC2441
 BC2441  HISTORY     - Date     Condition        Report By
 BC2441  HISTORY     - 1977     MONUMENTED       NOS
 BC2441  HISTORY     - 1985     GOOD             FLDNR
 BC2441
 BC2441                          STATION DESCRIPTION
 BC2441
 BC2441'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2441'11.4 MI NW FROM YULEE.
 BC2441'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2441'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2441'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2441'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2441'PLANTATION ROAD TO A GUARDHOUSE GATE AND THE MARK.  THE MARK IS
 BC2441'SOUTHWEST OF, AND ACROSS THE ROAD FROM, THE SOUTHWEST CORNER OF THE
 BC2441'GUARDHOUSE, 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24.6 FEET
 BC2441'WEST OF THE SOUTH END OF THE WHITE OAK GILMAN PAPER COMPANY SIGN, 0.4
 BC2441'FOOT NORTH OF A WITNESS POST, AND 0.15 MILE EAST OF BENCH MARK 0006 D
 BC2441'1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2434 ***********************************************************************
 BC2434  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2434  DESIGNATION -  872 0007 A TIDAL
 BC2434  PID         -  BC2434
 BC2434  STATE/COUNTY-  FL/NASSAU
 BC2434  USGS QUAD   -  ST MARYS (1993)
 BC2434
 BC2434                         *CURRENT SURVEY CONTROL
 BC2434  ___________________________________________________________________
 BC2434* NAD 83(1986)-  30 42 11.     (N)    081 34 31.     (W)     SCALED    
 BC2434* NAVD 88     -         1.594  (meters)       5.23   (feet)  ADJUSTED  
 BC2434  ___________________________________________________________________
 BC2434  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2434  DYNAMIC HT  -           1.592 (meters)       5.22  (feet)  COMP
 BC2434  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BC2434
 BC2434  VERT ORDER  -  SECOND    CLASS I
 BC2434
 BC2434.The horizontal coordinates were scaled from a topographic map and have
 BC2434.an estimated accuracy of +/- 6 seconds.
 BC2434
 BC2434.The orthometric height was determined by differential leveling
 BC2434.and adjusted by the National Geodetic Survey in June 1991..
 BC2434
 BC2434.This Tidal Bench Mark is designated as VM 4977
 BC2434.by the Center for Operational Oceanographic Products and Services.
 BC2434
 BC2434.The geoid height was determined by GEOID03.
 BC2434
 BC2434.The dynamic height is computed by dividing the NAVD 88
 BC2434.geopotential number by the normal gravity value computed on the
 BC2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2434.degrees latitude (g = 980.6199 gals.).
 BC2434
 BC2434.The modeled gravity was interpolated from observed gravity values.
 BC2434
 BC2434;                    North         East    Units  Estimated Accuracy
 BC2434;SPC FL E     -   705,940.      144,890.      MT  (+/- 180 meters Scaled)
 BC2434
 BC2434                          SUPERSEDED SURVEY CONTROL
 BC2434
 BC2434  NGVD 29 (09/01/92)    1.935  (m)            6.35   (f) ADJUSTED    2 1
 BC2434
 BC2434.Superseded values are not recommended for survey control.
 BC2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2434.See file dsdata.txt to determine how the superseded data were derived.
 BC2434
 BC2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP449968(NAD 83)
 BC2434_MARKER: DJ = TIDAL STATION DISK
 BC2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2434_SP_SET: CONCRETE POST
 BC2434_STAMPING: 0007 A 1977
 BC2434_MARK LOGO: NOS   
 BC2434_PROJECTION: FLUSH
 BC2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2434+STABILITY: SURFACE MOTION
 BC2434
 BC2434  HISTORY     - Date     Condition        Report By
 BC2434  HISTORY     - 1977     MONUMENTED       NOS
 BC2434  HISTORY     - 1985     GOOD             FLDNR
 BC2434
 BC2434                          STATION DESCRIPTION
 BC2434
 BC2434'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2434'10.2 MI NORTH FROM YULEE.
 BC2434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2434'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2434'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2434'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2434'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2434'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2434'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2434'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK IS AT THE BASE OF
 BC2434'A HIGH BLUFF, 63 FEET SOUTHWEST OF THE SOUTH END OF THE EASTERNMOST
 BC2434'DOCK, 14 FEET SOUTH OF THE APPARENT HIGH WATER LINE, 13 FEET NORTH OF
 BC2434'THE BASE OF THE BLUFF, AND 222 FEET WEST OF BENCH MARK 0007 B 1977.
 BC2434'THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF BELLS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2433 ***********************************************************************
 BC2433  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2433  DESIGNATION -  872 0007 B TIDAL
 BC2433  PID         -  BC2433
 BC2433  STATE/COUNTY-  FL/NASSAU
 BC2433  USGS QUAD   -  ST MARYS (1993)
 BC2433
 BC2433                         *CURRENT SURVEY CONTROL
 BC2433  ___________________________________________________________________
 BC2433* NAD 83(1986)-  30 42 11.     (N)    081 34 31.     (W)     SCALED    
 BC2433* NAVD 88     -         1.707  (meters)       5.60   (feet)  ADJUSTED  
 BC2433  ___________________________________________________________________
 BC2433  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2433  DYNAMIC HT  -           1.705 (meters)       5.59  (feet)  COMP
 BC2433  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BC2433
 BC2433  VERT ORDER  -  SECOND    CLASS I
 BC2433
 BC2433.The horizontal coordinates were scaled from a topographic map and have
 BC2433.an estimated accuracy of +/- 6 seconds.
 BC2433
 BC2433.The orthometric height was determined by differential leveling
 BC2433.and adjusted by the National Geodetic Survey in June 1991..
 BC2433
 BC2433.This Tidal Bench Mark is designated as VM 4978
 BC2433.by the Center for Operational Oceanographic Products and Services.
 BC2433
 BC2433.The geoid height was determined by GEOID03.
 BC2433
 BC2433.The dynamic height is computed by dividing the NAVD 88
 BC2433.geopotential number by the normal gravity value computed on the
 BC2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2433.degrees latitude (g = 980.6199 gals.).
 BC2433
 BC2433.The modeled gravity was interpolated from observed gravity values.
 BC2433
 BC2433;                    North         East    Units  Estimated Accuracy
 BC2433;SPC FL E     -   705,940.      144,890.      MT  (+/- 180 meters Scaled)
 BC2433
 BC2433                          SUPERSEDED SURVEY CONTROL
 BC2433
 BC2433  NGVD 29 (09/01/92)    2.048  (m)            6.72   (f) ADJUSTED    2 1
 BC2433
 BC2433.Superseded values are not recommended for survey control.
 BC2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2433.See file dsdata.txt to determine how the superseded data were derived.
 BC2433
 BC2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP449968(NAD 83)
 BC2433_MARKER: DJ = TIDAL STATION DISK
 BC2433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2433_SP_SET: COPPER-CLAD STEEL ROD
 BC2433_STAMPING: 0007 B 1977
 BC2433_MARK LOGO: NOS   
 BC2433_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2433_ROD/PIPE-DEPTH: 12.2 meters
 BC2433
 BC2433  HISTORY     - Date     Condition        Report By
 BC2433  HISTORY     - 1977     MONUMENTED       NOS
 BC2433  HISTORY     - 1985     GOOD             FLDNR
 BC2433
 BC2433                          STATION DESCRIPTION
 BC2433
 BC2433'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2433'10.2 MI NORTH FROM YULEE.
 BC2433'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2433'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2433'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2433'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2433'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2433'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2433'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2433'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK IS AT THE BASE OF
 BC2433'A HIGH BLUFF, AND BEARS 10 FEET SOUTH OF THE CENTERLINE OF A GRASSY
 BC2433'DRIVE, 26 FEET SOUTH OF THE APPARENT HIGH WATER LINE, 222 FEET EAST
 BC2433'OF THE WEST END OF THE GRASSY DRIVE, AND 180 FEET WEST OF BENCH MARK
 BC2433'0007 C 1977.  THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF
 BC2433'BELLS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2432 ***********************************************************************
 BC2432  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2432  DESIGNATION -  872 0007 C TIDAL
 BC2432  PID         -  BC2432
 BC2432  STATE/COUNTY-  FL/NASSAU
 BC2432  USGS QUAD   -  ST MARYS (1993)
 BC2432
 BC2432                         *CURRENT SURVEY CONTROL
 BC2432  ___________________________________________________________________
 BC2432* NAD 83(1986)-  30 42 11.     (N)    081 34 31.     (W)     SCALED    
 BC2432* NAVD 88     -         1.818  (meters)       5.96   (feet)  ADJUSTED  
 BC2432  ___________________________________________________________________
 BC2432  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2432  DYNAMIC HT  -           1.816 (meters)       5.96  (feet)  COMP
 BC2432  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BC2432
 BC2432  VERT ORDER  -  SECOND    CLASS I
 BC2432
 BC2432.The horizontal coordinates were scaled from a topographic map and have
 BC2432.an estimated accuracy of +/- 6 seconds.
 BC2432
 BC2432.The orthometric height was determined by differential leveling
 BC2432.and adjusted by the National Geodetic Survey in June 1991..
 BC2432
 BC2432.This Tidal Bench Mark is designated as VM 4979
 BC2432.by the Center for Operational Oceanographic Products and Services.
 BC2432
 BC2432.The geoid height was determined by GEOID03.
 BC2432
 BC2432.The dynamic height is computed by dividing the NAVD 88
 BC2432.geopotential number by the normal gravity value computed on the
 BC2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2432.degrees latitude (g = 980.6199 gals.).
 BC2432
 BC2432.The modeled gravity was interpolated from observed gravity values.
 BC2432
 BC2432;                    North         East    Units  Estimated Accuracy
 BC2432;SPC FL E     -   705,940.      144,890.      MT  (+/- 180 meters Scaled)
 BC2432
 BC2432                          SUPERSEDED SURVEY CONTROL
 BC2432
 BC2432  NGVD 29 (09/01/92)    2.159  (m)            7.08   (f) ADJUSTED    2 1
 BC2432
 BC2432.Superseded values are not recommended for survey control.
 BC2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2432.See file dsdata.txt to determine how the superseded data were derived.
 BC2432
 BC2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP449968(NAD 83)
 BC2432_MARKER: DJ = TIDAL STATION DISK
 BC2432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2432_SP_SET: COPPER-CLAD STEEL ROD
 BC2432_STAMPING: 0007 C 1977
 BC2432_MARK LOGO: NOS   
 BC2432_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2432_ROD/PIPE-DEPTH: 12.2 meters
 BC2432
 BC2432  HISTORY     - Date     Condition        Report By
 BC2432  HISTORY     - 1977     MONUMENTED       NOS
 BC2432  HISTORY     - 1985     GOOD             FLDNR
 BC2432
 BC2432                          STATION DESCRIPTION
 BC2432
 BC2432'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2432'10.2 MI NORTH FROM YULEE.
 BC2432'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2432'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2432'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2432'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2432'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2432'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2432'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2432'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK BEARS 18 FEET
 BC2432'EAST OF THE CENTERLINE OF THE DRIVE LEADING TO THE BASE OF THE BLUFF,
 BC2432'6.4 FEET NORTHWEST OF A LARGE OAK TREE, 10 FEET NORTHEAST OF ANOTHER
 BC2432'LARGE OAK TREE, AND 128 FEET EAST-NORTHEAST OF BENCH MARK 0007 D
 BC2432'1977.  THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF BELLS
 BC2432'RIVER, 0.5 FOOT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2431 ***********************************************************************
 BC2431  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2431  DESIGNATION -  872 0007 D TIDAL
 BC2431  PID         -  BC2431
 BC2431  STATE/COUNTY-  FL/NASSAU
 BC2431  USGS QUAD   -  ST MARYS (1993)
 BC2431
 BC2431                         *CURRENT SURVEY CONTROL
 BC2431  ___________________________________________________________________
 BC2431* NAD 83(1986)-  30 42 11.     (N)    081 34 31.     (W)     SCALED    
 BC2431* NAVD 88     -         5.310  (meters)      17.42   (feet)  ADJUSTED  
 BC2431  ___________________________________________________________________
 BC2431  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2431  DYNAMIC HT  -           5.303 (meters)      17.40  (feet)  COMP
 BC2431  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BC2431
 BC2431  VERT ORDER  -  SECOND    CLASS I
 BC2431
 BC2431.The horizontal coordinates were scaled from a topographic map and have
 BC2431.an estimated accuracy of +/- 6 seconds.
 BC2431
 BC2431.The orthometric height was determined by differential leveling
 BC2431.and adjusted by the National Geodetic Survey in June 1991..
 BC2431
 BC2431.This Tidal Bench Mark is designated as VM 4980
 BC2431.by the Center for Operational Oceanographic Products and Services.
 BC2431
 BC2431.The geoid height was determined by GEOID03.
 BC2431
 BC2431.The dynamic height is computed by dividing the NAVD 88
 BC2431.geopotential number by the normal gravity value computed on the
 BC2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2431.degrees latitude (g = 980.6199 gals.).
 BC2431
 BC2431.The modeled gravity was interpolated from observed gravity values.
 BC2431
 BC2431;                    North         East    Units  Estimated Accuracy
 BC2431;SPC FL E     -   705,940.      144,890.      MT  (+/- 180 meters Scaled)
 BC2431
 BC2431                          SUPERSEDED SURVEY CONTROL
 BC2431
 BC2431  NGVD 29 (09/01/92)    5.651  (m)           18.54   (f) ADJUSTED    2 1
 BC2431
 BC2431.Superseded values are not recommended for survey control.
 BC2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2431.See file dsdata.txt to determine how the superseded data were derived.
 BC2431
 BC2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP449968(NAD 83)
 BC2431_MARKER: DJ = TIDAL STATION DISK
 BC2431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2431_SP_SET: COPPER-CLAD STEEL ROD
 BC2431_STAMPING: 0007 D 1977
 BC2431_MARK LOGO: NOS   
 BC2431_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2431_ROD/PIPE-DEPTH: 12.2 meters
 BC2431
 BC2431  HISTORY     - Date     Condition        Report By
 BC2431  HISTORY     - 1977     MONUMENTED       NOS
 BC2431  HISTORY     - 1985     GOOD             FLDNR
 BC2431
 BC2431                          STATION DESCRIPTION
 BC2431
 BC2431'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2431'10.2 MI NORTH FROM YULEE.
 BC2431'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2431'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2431'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2431'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2431'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2431'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2431'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2431'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK BEARS 15 FEET
 BC2431'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVE LEADING TO THE BASE OF
 BC2431'THE BLUFF, 14.4 FEET EAST-NORTHEAST OF A CEDAR TREE, AND 202 FEET
 BC2431'EAST OF BENCH MARK 0007 E 1977.  THE MARK IS LOCATED AT ROSE BLUFF ON
 BC2431'THE SOUTH SIDE OF BELLS RIVER, 0.5 FOOT NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2430 ***********************************************************************
 BC2430  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2430  DESIGNATION -  872 0007 E TIDAL
 BC2430  PID         -  BC2430
 BC2430  STATE/COUNTY-  FL/NASSAU
 BC2430  USGS QUAD   -  ST MARYS (1993)
 BC2430
 BC2430                         *CURRENT SURVEY CONTROL
 BC2430  ___________________________________________________________________
 BC2430* NAD 83(1986)-  30 42 11.     (N)    081 34 31.     (W)     SCALED    
 BC2430* NAVD 88     -         7.868  (meters)      25.81   (feet)  ADJUSTED  
 BC2430  ___________________________________________________________________
 BC2430  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2430  DYNAMIC HT  -           7.858 (meters)      25.78  (feet)  COMP
 BC2430  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 BC2430
 BC2430  VERT ORDER  -  SECOND    CLASS I
 BC2430
 BC2430.The horizontal coordinates were scaled from a topographic map and have
 BC2430.an estimated accuracy of +/- 6 seconds.
 BC2430
 BC2430.The orthometric height was determined by differential leveling
 BC2430.and adjusted by the National Geodetic Survey in June 1991..
 BC2430
 BC2430.This Tidal Bench Mark is designated as VM 4981
 BC2430.by the Center for Operational Oceanographic Products and Services.
 BC2430
 BC2430.The geoid height was determined by GEOID03.
 BC2430
 BC2430.The dynamic height is computed by dividing the NAVD 88
 BC2430.geopotential number by the normal gravity value computed on the
 BC2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2430.degrees latitude (g = 980.6199 gals.).
 BC2430
 BC2430.The modeled gravity was interpolated from observed gravity values.
 BC2430
 BC2430;                    North         East    Units  Estimated Accuracy
 BC2430;SPC FL E     -   705,940.      144,890.      MT  (+/- 180 meters Scaled)
 BC2430
 BC2430                          SUPERSEDED SURVEY CONTROL
 BC2430
 BC2430  NGVD 29 (09/01/92)    8.209  (m)           26.93   (f) ADJUSTED    2 1
 BC2430
 BC2430.Superseded values are not recommended for survey control.
 BC2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2430.See file dsdata.txt to determine how the superseded data were derived.
 BC2430
 BC2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP449968(NAD 83)
 BC2430_MARKER: DJ = TIDAL STATION DISK
 BC2430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2430_SP_SET: COPPER-CLAD STEEL ROD
 BC2430_STAMPING: 0007 E 1977
 BC2430_MARK LOGO: NOS   
 BC2430_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2430_ROD/PIPE-DEPTH: 12.2 meters
 BC2430
 BC2430  HISTORY     - Date     Condition        Report By
 BC2430  HISTORY     - 1977     MONUMENTED       NOS
 BC2430  HISTORY     - 1985     GOOD             FLDNR
 BC2430
 BC2430                          STATION DESCRIPTION
 BC2430
 BC2430'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2430'10.2 MI NORTH FROM YULEE.
 BC2430'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2430'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2430'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2430'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2430'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2430'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2430'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2430'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK BEARS 77 FEET
 BC2430'SOUTH OF THE TOP EDGE OF THE BLUFF, 31 FEET EAST-SOUTHEAST OF THE
 BC2430'JUNCTION OF AN ERODED DRIVE LEADING NORTH DOWN THE BLUFF AND A DRIVE
 BC2430'LEADING EAST TO THE BASE OF THE BLUFF, 12 FEET SOUTH OF THE
 BC2430'CENTERLINE OF THE ROAD, AND 5 FEET EAST-NORTHEAST OF A TWIN-TRUNK OAK
 BC2430'TREE.  THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF BELLS
 BC2430'RIVER, 0.5 FOOT NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2465 ***********************************************************************
 BC2465  DESIGNATION -  872 0009 A TIDAL
 BC2465  PID         -  BC2465
 BC2465  STATE/COUNTY-  FL/NASSAU
 BC2465  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2465
 BC2465                         *CURRENT SURVEY CONTROL
 BC2465  ___________________________________________________________________
 BC2465* NAD 83(1986)-  30 41 51.     (N)    081 27 37.     (W)     SCALED    
 BC2465* NAVD 88     -         2.416  (meters)       7.93   (feet)  ADJUSTED  
 BC2465  ___________________________________________________________________
 BC2465  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC2465  DYNAMIC HT  -           2.413 (meters)       7.92  (feet)  COMP
 BC2465  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 BC2465
 BC2465  VERT ORDER  -  SECOND    CLASS I
 BC2465
 BC2465.The horizontal coordinates were scaled from a topographic map and have
 BC2465.an estimated accuracy of +/- 6 seconds.
 BC2465
 BC2465.The orthometric height was determined by differential leveling
 BC2465.and adjusted by the National Geodetic Survey in June 1991..
 BC2465
 BC2465.The geoid height was determined by GEOID03.
 BC2465
 BC2465.The dynamic height is computed by dividing the NAVD 88
 BC2465.geopotential number by the normal gravity value computed on the
 BC2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2465.degrees latitude (g = 980.6199 gals.).
 BC2465
 BC2465.The modeled gravity was interpolated from observed gravity values.
 BC2465
 BC2465;                    North         East    Units  Estimated Accuracy
 BC2465;SPC FL E     -   705,280.      155,910.      MT  (+/- 180 meters Scaled)
 BC2465
 BC2465                          SUPERSEDED SURVEY CONTROL
 BC2465
 BC2465  NGVD 29 (09/01/92)    2.765  (m)            9.07   (f) ADJUSTED    2 1
 BC2465
 BC2465.Superseded values are not recommended for survey control.
 BC2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2465.See file dsdata.txt to determine how the superseded data were derived.
 BC2465
 BC2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559961(NAD 83)
 BC2465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2465_SP_SET: STAINLESS STEEL ROD
 BC2465_STAMPING: 0009 A 1982
 BC2465_MARK LOGO: LOCSUR
 BC2465_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2465_ROD/PIPE-DEPTH: 20.1 meters
 BC2465
 BC2465  HISTORY     - Date     Condition        Report By
 BC2465  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2465  HISTORY     - 1985     GOOD             FLDNR
 BC2465
 BC2465                          STATION DESCRIPTION
 BC2465
 BC2465'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2465'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2465'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2465'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2465'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2465'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2465'MARK IS ABOUT 1000 FEET NORTH OF THE PLANT BOUNDARY, 220 FEET SOUTH
 BC2465'ALONG THE SHORELINE FROM A PROMONTORY, 55 FEET EAST OF THE
 BC2465'APPROXIMATE HIGH WATER LINE, 11 FEET NORTHEAST OF A 12-INCH DIAMETER
 BC2465'TWIN-TRUNK HICKORY TREE, AND 9 FEET SOUTH OF AN 18-INCH DIAMETER
 BC2465'TRI-TRUNK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2464 ***********************************************************************
 BC2464  DESIGNATION -  872 0009 B TIDAL
 BC2464  PID         -  BC2464
 BC2464  STATE/COUNTY-  FL/NASSAU
 BC2464  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2464
 BC2464                         *CURRENT SURVEY CONTROL
 BC2464  ___________________________________________________________________
 BC2464* NAD 83(1986)-  30 41 48.     (N)    081 27 36.     (W)     SCALED    
 BC2464* NAVD 88     -         2.211  (meters)       7.25   (feet)  ADJUSTED  
 BC2464  ___________________________________________________________________
 BC2464  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC2464  DYNAMIC HT  -           2.208 (meters)       7.24  (feet)  COMP
 BC2464  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 BC2464
 BC2464  VERT ORDER  -  SECOND    CLASS I
 BC2464
 BC2464.The horizontal coordinates were scaled from a topographic map and have
 BC2464.an estimated accuracy of +/- 6 seconds.
 BC2464
 BC2464.The orthometric height was determined by differential leveling
 BC2464.and adjusted by the National Geodetic Survey in June 1991..
 BC2464
 BC2464.The geoid height was determined by GEOID03.
 BC2464
 BC2464.The dynamic height is computed by dividing the NAVD 88
 BC2464.geopotential number by the normal gravity value computed on the
 BC2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2464.degrees latitude (g = 980.6199 gals.).
 BC2464
 BC2464.The modeled gravity was interpolated from observed gravity values.
 BC2464
 BC2464;                    North         East    Units  Estimated Accuracy
 BC2464;SPC FL E     -   705,190.      155,930.      MT  (+/- 180 meters Scaled)
 BC2464
 BC2464                          SUPERSEDED SURVEY CONTROL
 BC2464
 BC2464  NGVD 29 (09/01/92)    2.559  (m)            8.40   (f) ADJUSTED    2 1
 BC2464
 BC2464.Superseded values are not recommended for survey control.
 BC2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2464.See file dsdata.txt to determine how the superseded data were derived.
 BC2464
 BC2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559960(NAD 83)
 BC2464_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2464_SP_SET: STAINLESS STEEL ROD
 BC2464_STAMPING: 0009 B 1982
 BC2464_MARK LOGO: LOCSUR
 BC2464_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2464_ROD/PIPE-DEPTH: 18.3 meters
 BC2464
 BC2464  HISTORY     - Date     Condition        Report By
 BC2464  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2464  HISTORY     - 1985     GOOD             FLDNR
 BC2464
 BC2464                          STATION DESCRIPTION
 BC2464
 BC2464'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2464'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2464'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2464'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2464'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2464'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2464'MARK IS ABOUT 560 FEET NORTH OF THE PLANT BOUNDARY, 632 FEET SOUTH OF
 BC2464'A PROMONTORY, 412 FEET SOUTH OF BENCH MARK 0009 A 1982, 34 FEET EAST
 BC2464'OF THE APPROXIMATE HIGH WATER LINE OF THE RIVER, 23 FEET EAST OF A
 BC2464'12-INCH DIAMETER OAK TREE LEANING OVER THE SHORELINE, AND 20.7 FEET
 BC2464'SOUTH OF ANOTHER 12-INCH DIAMETER OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2463 ***********************************************************************
 BC2463  DESIGNATION -  872 0009 C TIDAL
 BC2463  PID         -  BC2463
 BC2463  STATE/COUNTY-  FL/NASSAU
 BC2463  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2463
 BC2463                         *CURRENT SURVEY CONTROL
 BC2463  ___________________________________________________________________
 BC2463* NAD 83(1986)-  30 41 45.     (N)    081 27 35.     (W)     SCALED    
 BC2463* NAVD 88     -         1.993  (meters)       6.54   (feet)  ADJUSTED  
 BC2463  ___________________________________________________________________
 BC2463  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC2463  DYNAMIC HT  -           1.991 (meters)       6.53  (feet)  COMP
 BC2463  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 BC2463
 BC2463  VERT ORDER  -  SECOND    CLASS I
 BC2463
 BC2463.The horizontal coordinates were scaled from a topographic map and have
 BC2463.an estimated accuracy of +/- 6 seconds.
 BC2463
 BC2463.The orthometric height was determined by differential leveling
 BC2463.and adjusted by the National Geodetic Survey in June 1991..
 BC2463
 BC2463.The geoid height was determined by GEOID03.
 BC2463
 BC2463.The dynamic height is computed by dividing the NAVD 88
 BC2463.geopotential number by the normal gravity value computed on the
 BC2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2463.degrees latitude (g = 980.6199 gals.).
 BC2463
 BC2463.The modeled gravity was interpolated from observed gravity values.
 BC2463
 BC2463;                    North         East    Units  Estimated Accuracy
 BC2463;SPC FL E     -   705,090.      155,960.      MT  (+/- 180 meters Scaled)
 BC2463
 BC2463                          SUPERSEDED SURVEY CONTROL
 BC2463
 BC2463  NGVD 29 (09/01/92)    2.342  (m)            7.68   (f) ADJUSTED    2 1
 BC2463
 BC2463.Superseded values are not recommended for survey control.
 BC2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2463.See file dsdata.txt to determine how the superseded data were derived.
 BC2463
 BC2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559959(NAD 83)
 BC2463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2463_SP_SET: STAINLESS STEEL ROD
 BC2463_STAMPING: 0009 C 1982
 BC2463_MARK LOGO: LOCSUR
 BC2463_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2463_ROD/PIPE-DEPTH: 19.8 meters
 BC2463
 BC2463  HISTORY     - Date     Condition        Report By
 BC2463  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2463  HISTORY     - 1985     GOOD             FLDNR
 BC2463
 BC2463                          STATION DESCRIPTION
 BC2463
 BC2463'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2463'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2463'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2463'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2463'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2463'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2463'MARK IS ABOUT 225 FEET NORTH OF THE PLANT BOUNDARY, 335 FEET SOUTH OF
 BC2463'BENCH MARK 0009 B 1982, 32 FEET EAST OF THE APPROXIMATE HIGH WATER
 BC2463'LINE OF THE RIVER, 8 FEET WEST OF A 9-INCH DIAMETER TWIN-TRUNKED OAK
 BC2463'TREE, AND 1.8 FEET SOUTH OF AN 8-INCH BY 6-INCH CREOSOTE WITNESS
 BC2463'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2462 ***********************************************************************
 BC2462  DESIGNATION -  872 0009 D TIDAL
 BC2462  PID         -  BC2462
 BC2462  STATE/COUNTY-  FL/NASSAU
 BC2462  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2462
 BC2462                         *CURRENT SURVEY CONTROL
 BC2462  ___________________________________________________________________
 BC2462* NAD 83(1986)-  30 41 42.     (N)    081 27 34.     (W)     SCALED    
 BC2462* NAVD 88     -         1.986  (meters)       6.52   (feet)  ADJUSTED  
 BC2462  ___________________________________________________________________
 BC2462  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC2462  DYNAMIC HT  -           1.984 (meters)       6.51  (feet)  COMP
 BC2462  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 BC2462
 BC2462  VERT ORDER  -  SECOND    CLASS I
 BC2462
 BC2462.The horizontal coordinates were scaled from a topographic map and have
 BC2462.an estimated accuracy of +/- 6 seconds.
 BC2462
 BC2462.The orthometric height was determined by differential leveling
 BC2462.and adjusted by the National Geodetic Survey in June 1991..
 BC2462
 BC2462.The geoid height was determined by GEOID03.
 BC2462
 BC2462.The dynamic height is computed by dividing the NAVD 88
 BC2462.geopotential number by the normal gravity value computed on the
 BC2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2462.degrees latitude (g = 980.6199 gals.).
 BC2462
 BC2462.The modeled gravity was interpolated from observed gravity values.
 BC2462
 BC2462;                    North         East    Units  Estimated Accuracy
 BC2462;SPC FL E     -   705,000.      155,980.      MT  (+/- 180 meters Scaled)
 BC2462
 BC2462                          SUPERSEDED SURVEY CONTROL
 BC2462
 BC2462  NGVD 29 (09/01/92)    2.335  (m)            7.66   (f) ADJUSTED    2 1
 BC2462
 BC2462.Superseded values are not recommended for survey control.
 BC2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2462.See file dsdata.txt to determine how the superseded data were derived.
 BC2462
 BC2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559958(NAD 83)
 BC2462_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2462_SP_SET: STAINLESS STEEL ROD
 BC2462_STAMPING: 0009 D 1982
 BC2462_MARK LOGO: LOCSUR
 BC2462_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2462_ROD/PIPE-DEPTH: 25.6 meters
 BC2462
 BC2462  HISTORY     - Date     Condition        Report By
 BC2462  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2462  HISTORY     - 1985     GOOD             FLDNR
 BC2462
 BC2462                          STATION DESCRIPTION
 BC2462
 BC2462'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2462'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2462'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2462'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2462'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2462'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2462'MARK BEARS 8 FEET NORTH OF THE BOUNDARY FENCE, 142 FEET NORTH OF THE
 BC2462'NORTHWEST CORNER OF A 12-FOOT DIAMETER STEEL TANK, 51 FEET EAST OF
 BC2462'THE APPROXIMATE HIGH WATER LINE OF THE RIVER, AND 217 FEET SOUTH OF
 BC2462'BENCH MARK 0009 C 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1514 ***********************************************************************
 BC1514  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1514  DESIGNATION -  872 0023 C TIDAL
 BC1514  PID         -  BC1514
 BC1514  STATE/COUNTY-  FL/NASSAU
 BC1514  USGS QUAD   -  ST MARYS (1993)
 BC1514
 BC1514                         *CURRENT SURVEY CONTROL
 BC1514  ___________________________________________________________________
 BC1514* NAD 83(1986)-  30 41 05.     (N)    081 32 12.     (W)     SCALED    
 BC1514* NAVD 88     -         2.832  (meters)       9.29   (feet)  ADJUSTED  
 BC1514  ___________________________________________________________________
 BC1514  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC1514  DYNAMIC HT  -           2.829 (meters)       9.28  (feet)  COMP
 BC1514  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 BC1514
 BC1514  VERT ORDER  -  SECOND    CLASS I
 BC1514
 BC1514.The horizontal coordinates were scaled from a topographic map and have
 BC1514.an estimated accuracy of +/- 6 seconds.
 BC1514
 BC1514.The orthometric height was determined by differential leveling
 BC1514.and adjusted by the National Geodetic Survey in June 1991..
 BC1514
 BC1514.This Tidal Bench Mark is designated as VM 4984
 BC1514.by the Center for Operational Oceanographic Products and Services.
 BC1514
 BC1514.The geoid height was determined by GEOID03.
 BC1514
 BC1514.The dynamic height is computed by dividing the NAVD 88
 BC1514.geopotential number by the normal gravity value computed on the
 BC1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1514.degrees latitude (g = 980.6199 gals.).
 BC1514
 BC1514.The modeled gravity was interpolated from observed gravity values.
 BC1514
 BC1514;                    North         East    Units  Estimated Accuracy
 BC1514;SPC FL E     -   703,890.      148,580.      MT  (+/- 180 meters Scaled)
 BC1514
 BC1514                          SUPERSEDED SURVEY CONTROL
 BC1514
 BC1514  NGVD 29 (09/01/92)    3.177  (m)           10.42   (f) ADJUSTED    2 1
 BC1514
 BC1514.Superseded values are not recommended for survey control.
 BC1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1514.See file dsdata.txt to determine how the superseded data were derived.
 BC1514
 BC1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP485947(NAD 83)
 BC1514_MARKER: DJ = TIDAL STATION DISK
 BC1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1514_SP_SET: CONCRETE POST
 BC1514_STAMPING: 0023 C 1978
 BC1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1514+STABILITY: SURFACE MOTION
 BC1514
 BC1514  HISTORY     - Date     Condition        Report By
 BC1514  HISTORY     - 1978     MONUMENTED       NOS
 BC1514  HISTORY     - 1978     GOOD             FLDNR
 BC1514  HISTORY     - 1978     GOOD             FLDNR
 BC1514
 BC1514                          STATION DESCRIPTION
 BC1514
 BC1514'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1514'6.45 MI NW FROM O NEIL.
 BC1514'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE
 BC1514'ROAD A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD)
 BC1514'PROCEED NORTH ALONG COUNTY ROAD C 107, 4.9 MILES TO A DIRT ROAD ON
 BC1514'THE RIGHT, THENCE NORTH 0.3 MILES ON DIRT ROAD TO A 90 DEGREE LEFT
 BC1514'TURN, THENCE WEST 0.15 MILES TO THE MARK. MARK BEARS 52
 BC1514'FEET EAST OF THE NORTHEAST CORNER OF A WHITE TWO STORY HOUSE, 25
 BC1514'FEET SOUTH OF CENTER LINE OF A DRIVE COMING INTO THE YARD, 47 FEET
 BC1514'EAST OF A LARGE OAK TREE. MARK IS A NOS TIDAL BENCH MARK.
 BC1514
 BC1514                          STATION RECOVERY (1978)
 BC1514
 BC1514'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1511 ***********************************************************************
 BC1511  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1511  DESIGNATION -  872 0023 D TIDAL
 BC1511  PID         -  BC1511
 BC1511  STATE/COUNTY-  FL/NASSAU
 BC1511  USGS QUAD   -  ST MARYS (1993)
 BC1511
 BC1511                         *CURRENT SURVEY CONTROL
 BC1511  ___________________________________________________________________
 BC1511* NAD 83(1986)-  30 40 47.     (N)    081 32 05.     (W)     SCALED    
 BC1511* NAVD 88     -         5.794  (meters)      19.01   (feet)  ADJUSTED  
 BC1511  ___________________________________________________________________
 BC1511  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC1511  DYNAMIC HT  -           5.787 (meters)      18.99  (feet)  COMP
 BC1511  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 BC1511
 BC1511  VERT ORDER  -  SECOND    CLASS I
 BC1511
 BC1511.The horizontal coordinates were scaled from a topographic map and have
 BC1511.an estimated accuracy of +/- 6 seconds.
 BC1511
 BC1511.The orthometric height was determined by differential leveling
 BC1511.and adjusted by the National Geodetic Survey in June 1991..
 BC1511
 BC1511.This Tidal Bench Mark is designated as VM 4985
 BC1511.by the Center for Operational Oceanographic Products and Services.
 BC1511
 BC1511.The geoid height was determined by GEOID03.
 BC1511
 BC1511.The dynamic height is computed by dividing the NAVD 88
 BC1511.geopotential number by the normal gravity value computed on the
 BC1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1511.degrees latitude (g = 980.6199 gals.).
 BC1511
 BC1511.The modeled gravity was interpolated from observed gravity values.
 BC1511
 BC1511;                    North         East    Units  Estimated Accuracy
 BC1511;SPC FL E     -   703,340.      148,770.      MT  (+/- 180 meters Scaled)
 BC1511
 BC1511                          SUPERSEDED SURVEY CONTROL
 BC1511
 BC1511  NGVD 29 (09/01/92)    6.138  (m)           20.14   (f) ADJUSTED    2 1
 BC1511
 BC1511.Superseded values are not recommended for survey control.
 BC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1511.See file dsdata.txt to determine how the superseded data were derived.
 BC1511
 BC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP487942(NAD 83)
 BC1511_MARKER: DJ = TIDAL STATION DISK
 BC1511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1511_SP_SET: COPPER-CLAD STEEL ROD
 BC1511_STAMPING: 0023 D 1978
 BC1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1511
 BC1511  HISTORY     - Date     Condition        Report By
 BC1511  HISTORY     - 1978     MONUMENTED       NOS
 BC1511  HISTORY     - 1978     GOOD             FLDNR
 BC1511  HISTORY     - 1978     GOOD             FLDNR
 BC1511  HISTORY     - 20021218 MARK NOT FOUND   FLDEP
 BC1511
 BC1511                          STATION DESCRIPTION
 BC1511
 BC1511'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1511'5.95 MI NW FROM O NEIL.
 BC1511'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE ROAD
 BC1511'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1511'PROCEED NORTH 4.8 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1511'LEFT. MARK BEARS 46 FEET WEST-SOUTHWEST OF THE CENTER LINE OF COUNTY
 BC1511'ROAD C 107, 9.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 230 FEET
 BC1511'SOUTH OF THE INTERSECTION OF A DIRT ROAD AND COUNTY ROAD C 107.
 BC1511
 BC1511                          STATION RECOVERY (1978)
 BC1511
 BC1511'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1511'RECOVERED IN GOOD CONDITION.
 BC1511
 BC1511                          STATION RECOVERY (2002)
 BC1511
 BC1511'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1511'SEARCHED FOR, NOT FOUND.  MAY HAVE BEEN DESTROYED BY SWALE GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1510 ***********************************************************************
 BC1510  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1510  DESIGNATION -  872 0023 E TIDAL
 BC1510  PID         -  BC1510
 BC1510  STATE/COUNTY-  FL/NASSAU
 BC1510  USGS QUAD   -  ST MARYS (1993)
 BC1510
 BC1510                         *CURRENT SURVEY CONTROL
 BC1510  ___________________________________________________________________
 BC1510* NAD 83(1986)-  30 40 11.     (N)    081 31 58.     (W)     SCALED    
 BC1510* NAVD 88     -         4.842  (meters)      15.89   (feet)  ADJUSTED  
 BC1510  ___________________________________________________________________
 BC1510  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC1510  DYNAMIC HT  -           4.836 (meters)      15.87  (feet)  COMP
 BC1510  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 BC1510
 BC1510  VERT ORDER  -  SECOND    CLASS I
 BC1510
 BC1510.The horizontal coordinates were scaled from a topographic map and have
 BC1510.an estimated accuracy of +/- 6 seconds.
 BC1510
 BC1510.The orthometric height was determined by differential leveling
 BC1510.and adjusted by the National Geodetic Survey in June 1991..
 BC1510
 BC1510.This Tidal Bench Mark is designated as VM 4986
 BC1510.by the Center for Operational Oceanographic Products and Services.
 BC1510
 BC1510.The geoid height was determined by GEOID03.
 BC1510
 BC1510.The dynamic height is computed by dividing the NAVD 88
 BC1510.geopotential number by the normal gravity value computed on the
 BC1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1510.degrees latitude (g = 980.6199 gals.).
 BC1510
 BC1510.The modeled gravity was interpolated from observed gravity values.
 BC1510
 BC1510;                    North         East    Units  Estimated Accuracy
 BC1510;SPC FL E     -   702,230.      148,950.      MT  (+/- 180 meters Scaled)
 BC1510
 BC1510                          SUPERSEDED SURVEY CONTROL
 BC1510
 BC1510  NGVD 29 (09/01/92)    5.186  (m)           17.01   (f) ADJUSTED    2 1
 BC1510
 BC1510.Superseded values are not recommended for survey control.
 BC1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1510.See file dsdata.txt to determine how the superseded data were derived.
 BC1510
 BC1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP489931(NAD 83)
 BC1510_MARKER: DJ = TIDAL STATION DISK
 BC1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1510_SP_SET: CONCRETE POST
 BC1510_STAMPING: 0023 E 1978
 BC1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1510+STABILITY: SURFACE MOTION
 BC1510
 BC1510  HISTORY     - Date     Condition        Report By
 BC1510  HISTORY     - 1978     MONUMENTED       NOS
 BC1510  HISTORY     - 1978     GOOD             FLDNR
 BC1510  HISTORY     - 1978     GOOD             FLDNR
 BC1510
 BC1510                          STATION DESCRIPTION
 BC1510
 BC1510'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1510'4.85 MI NW FROM O NEIL.
 BC1510'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE ROAD
 BC1510'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1510'PROCEED NORTH 3.95 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1510'RIGHT. MARK BEARS 53.5 FEET EAST OF THE CENTER LINE OF COUNTY ROAD
 BC1510'C 107, 17 FEET NORTH-NORTHEAST OF A 2 INCH DIAMETER SECTION CORNER IN
 BC1510'THE MIDDLE OF A RUNOFF STREAM, 18.5 FEET SOUTH-SOUTHEAST OF A
 BC1510'TELEPHONE POLE.
 BC1510
 BC1510                          STATION RECOVERY (1978)
 BC1510
 BC1510'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1512 ***********************************************************************
 BC1512  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1512  DESIGNATION -  872 0023 TIDAL 3
 BC1512  PID         -  BC1512
 BC1512  STATE/COUNTY-  FL/NASSAU
 BC1512  USGS QUAD   -  ST MARYS (1993)
 BC1512
 BC1512                         *CURRENT SURVEY CONTROL
 BC1512  ___________________________________________________________________
 BC1512* NAD 83(1986)-  30 41 03.     (N)    081 32 13.     (W)     SCALED    
 BC1512* NAVD 88     -         3.574  (meters)      11.73   (feet)  ADJUSTED  
 BC1512  ___________________________________________________________________
 BC1512  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC1512  DYNAMIC HT  -           3.570 (meters)      11.71  (feet)  COMP
 BC1512  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 BC1512
 BC1512  VERT ORDER  -  SECOND    CLASS I
 BC1512
 BC1512.The horizontal coordinates were scaled from a topographic map and have
 BC1512.an estimated accuracy of +/- 6 seconds.
 BC1512
 BC1512.The orthometric height was determined by differential leveling
 BC1512.and adjusted by the National Geodetic Survey in June 1991..
 BC1512
 BC1512.This Tidal Bench Mark is designated as VM 4982
 BC1512.by the Center for Operational Oceanographic Products and Services.
 BC1512
 BC1512.The geoid height was determined by GEOID03.
 BC1512
 BC1512.The dynamic height is computed by dividing the NAVD 88
 BC1512.geopotential number by the normal gravity value computed on the
 BC1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1512.degrees latitude (g = 980.6199 gals.).
 BC1512
 BC1512.The modeled gravity was interpolated from observed gravity values.
 BC1512
 BC1512;                    North         East    Units  Estimated Accuracy
 BC1512;SPC FL E     -   703,830.      148,550.      MT  (+/- 180 meters Scaled)
 BC1512
 BC1512                          SUPERSEDED SURVEY CONTROL
 BC1512
 BC1512  NGVD 29 (09/01/92)    3.918  (m)           12.85   (f) ADJUSTED    2 1
 BC1512
 BC1512.Superseded values are not recommended for survey control.
 BC1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1512.See file dsdata.txt to determine how the superseded data were derived.
 BC1512
 BC1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP485947(NAD 83)
 BC1512_MARKER: DJ = TIDAL STATION DISK
 BC1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1512_SP_SET: CONCRETE TILE
 BC1512_STAMPING: NO 3 CHESTER 1934
 BC1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1512+STABILITY: SURFACE MOTION
 BC1512
 BC1512  HISTORY     - Date     Condition        Report By
 BC1512  HISTORY     - 1934     MONUMENTED       CGS
 BC1512  HISTORY     - 1978     GOOD             FLDNR
 BC1512  HISTORY     - 1978     GOOD             FLDNR
 BC1512
 BC1512                          STATION DESCRIPTION
 BC1512
 BC1512'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1512'6.45 MI NW FROM O NEIL.
 BC1512'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE ROAD
 BC1512'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1512'PROCEED NORTH 4.9 MILES ALONG COUNTY ROAD C 107 TO A DIRT ROAD ON THE
 BC1512'RIGHT, THENCE NORTH 0.3 MILES ON DIRT ROAD TO A 90 DEGREE LEFT TURN,
 BC1512'THENCE WEST 0.15 MILES TO THE MARK. MARK BEARS 167 FEET SOUTH OF THE
 BC1512'RIVER BANK, 30 FEET EAST OF THE EAST FACE OF A WHITE 2 STORY FRAME
 BC1512'HOUSE, 7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A COMBINED GARAGE
 BC1512'AND SHED.
 BC1512
 BC1512                          STATION RECOVERY (1978)
 BC1512
 BC1512'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1513 ***********************************************************************
 BC1513  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1513  DESIGNATION -  872 0023 TIDAL 4
 BC1513  PID         -  BC1513
 BC1513  STATE/COUNTY-  FL/NASSAU
 BC1513  USGS QUAD   -  ST MARYS (1993)
 BC1513
 BC1513                         *CURRENT SURVEY CONTROL
 BC1513  ___________________________________________________________________
 BC1513* NAD 83(1986)-  30 41 04.     (N)    081 32 12.     (W)     SCALED    
 BC1513* NAVD 88     -         3.163  (meters)      10.38   (feet)  ADJUSTED  
 BC1513  ___________________________________________________________________
 BC1513  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC1513  DYNAMIC HT  -           3.160 (meters)      10.37  (feet)  COMP
 BC1513  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 BC1513
 BC1513  VERT ORDER  -  SECOND    CLASS I
 BC1513
 BC1513.The horizontal coordinates were scaled from a topographic map and have
 BC1513.an estimated accuracy of +/- 6 seconds.
 BC1513
 BC1513.The orthometric height was determined by differential leveling
 BC1513.and adjusted by the National Geodetic Survey in June 1991..
 BC1513
 BC1513.This Tidal Bench Mark is designated as VM 4983
 BC1513.by the Center for Operational Oceanographic Products and Services.
 BC1513
 BC1513.The geoid height was determined by GEOID03.
 BC1513
 BC1513.The dynamic height is computed by dividing the NAVD 88
 BC1513.geopotential number by the normal gravity value computed on the
 BC1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1513.degrees latitude (g = 980.6199 gals.).
 BC1513
 BC1513.The modeled gravity was interpolated from observed gravity values.
 BC1513
 BC1513;                    North         East    Units  Estimated Accuracy
 BC1513;SPC FL E     -   703,860.      148,580.      MT  (+/- 180 meters Scaled)
 BC1513
 BC1513                          SUPERSEDED SURVEY CONTROL
 BC1513
 BC1513  NGVD 29 (09/01/92)    3.508  (m)           11.51   (f) ADJUSTED    2 1
 BC1513
 BC1513.Superseded values are not recommended for survey control.
 BC1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1513.See file dsdata.txt to determine how the superseded data were derived.
 BC1513
 BC1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP485947(NAD 83)
 BC1513_MARKER: DJ = TIDAL STATION DISK
 BC1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1513_SP_SET: STEPS
 BC1513_STAMPING: NO 4 1952
 BC1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1513
 BC1513  HISTORY     - Date     Condition        Report By
 BC1513  HISTORY     - 1952     MONUMENTED       CGS
 BC1513  HISTORY     - 1978     GOOD             FLDNR
 BC1513  HISTORY     - 1978     GOOD             FLDNR
 BC1513
 BC1513                          STATION DESCRIPTION
 BC1513
 BC1513'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1513'6.45 MI NW FROM O NEIL.
 BC1513'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE
 BC1513'ROAD A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD)
 BC1513'PROCEED NORTH ALONG COUNTY ROAD C 107, 4.9 MILES TO A DIRT ROAD ON
 BC1513'THE RIGHT, THENCE NORTH 0.3 MILES ON DIRT ROAD TO A 90 DEGREE LEFT
 BC1513'TURN, THENCE WEST 0.15 MILES TO THE MARK. MARK BEARS 3
 BC1513'FEET EAST OF A WALL OF A HOUSE, 4 FEET SOUTH OF A SCREEN ON A PORCH,
 BC1513'.7 FEET WEST OF THE EAST EDGE OF A BOTTOM STEP.
 BC1513
 BC1513                          STATION RECOVERY (1978)
 BC1513
 BC1513'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2522 ***********************************************************************
 BC2522  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2522  DESIGNATION -  872 0030 L TIDAL
 BC2522  PID         -  BC2522
 BC2522  STATE/COUNTY-  FL/NASSAU
 BC2522  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2522
 BC2522                         *CURRENT SURVEY CONTROL
 BC2522  ___________________________________________________________________
 BC2522* NAD 83(1986)-  30 40 16.     (N)    081 27 52.     (W)     SCALED    
 BC2522* NAVD 88     -         1.784  (meters)       5.85   (feet)  ADJUSTED  
 BC2522  ___________________________________________________________________
 BC2522  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2522  DYNAMIC HT  -           1.782 (meters)       5.85  (feet)  COMP
 BC2522  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 BC2522
 BC2522  VERT ORDER  -  FIRST     CLASS II
 BC2522
 BC2522.The horizontal coordinates were scaled from a topographic map and have
 BC2522.an estimated accuracy of +/- 6 seconds.
 BC2522
 BC2522.The orthometric height was determined by differential leveling
 BC2522.and adjusted by the National Geodetic Survey in May 1994..
 BC2522
 BC2522.This Tidal Bench Mark is designated as VM 1771
 BC2522.by the Center for Operational Oceanographic Products and Services.
 BC2522
 BC2522.The geoid height was determined by GEOID03.
 BC2522
 BC2522.The dynamic height is computed by dividing the NAVD 88
 BC2522.geopotential number by the normal gravity value computed on the
 BC2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2522.degrees latitude (g = 980.6199 gals.).
 BC2522
 BC2522.The modeled gravity was interpolated from observed gravity values.
 BC2522
 BC2522;                    North         East    Units  Estimated Accuracy
 BC2522;SPC FL E     -   702,350.      155,490.      MT  (+/- 180 meters Scaled)
 BC2522
 BC2522                          SUPERSEDED SURVEY CONTROL
 BC2522
 BC2522  NGVD 29 (09/01/92)    2.131  (m)            6.99   (f) ADJUSTED    1 2
 BC2522
 BC2522.Superseded values are not recommended for survey control.
 BC2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2522.See file dsdata.txt to determine how the superseded data were derived.
 BC2522
 BC2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP555932(NAD 83)
 BC2522_MARKER: DJ = TIDAL STATION DISK
 BC2522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2522_SP_SET: STAINLESS STEEL ROD
 BC2522_STAMPING: 0030 L 1987
 BC2522_MARK LOGO: NOS   
 BC2522_PROJECTION: FLUSH
 BC2522_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC2522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC2522+STABILITY: POSITION/ELEVATION WELL
 BC2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2522+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC2522_ROD/PIPE-DEPTH: 12.8 meters
 BC2522
 BC2522  HISTORY     - Date     Condition        Report By
 BC2522  HISTORY     - 1987     MONUMENTED       NOS
 BC2522  HISTORY     - 1987     GOOD             FLDNR
 BC2522  HISTORY     - 19910420 GOOD             NGS
 BC2522  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 BC2522  HISTORY     - 20050102 GOOD             USPSQD
 BC2522
 BC2522                          STATION DESCRIPTION
 BC2522
 BC2522'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC2522'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND ATLANTIC AVENUE IN
 BC2522'FERNANDINA BEACH, GO WEST ON ATLANTIC AVENUE 2.0 MILES TO THE RAILROAD
 BC2522'TRACKS AND THE MARK.  THE MARK BEARS 33.8 FEET SOUTH OF THE CENTERLINE
 BC2522'OF ATLANTIC AVENUE, 15.0 FEET EAST OF THE EASTERNMOST RAIL OF THE
 BC2522'RAILROAD TRACKS, 5.0 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND
 BC2522'24.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CABOOSE CAR.
 BC2522'THE MARK IS L FT ABOVE THE .  THE MARK IS 2.0 E FROM A WHITNESS POST.
 BC2522
 BC2522                          STATION RECOVERY (1991)
 BC2522
 BC2522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2522'IN FERNANDINA BEACH, AT THE INTERSECTION OF FRONT AND CENTRE STREETS,
 BC2522'17.8 M (58.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE CHAMBER OF
 BC2522'COMMERCE, 15.1 M (49.5 FT) EAST OF THE CENTER OF FRONT STREET, 10.2 M
 BC2522'(33.5 FT) SOUTH OF THE CENTER OF CENTRE STREET, AND 0.2 M (0.7 FT)
 BC2522'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC
 BC2522'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BC2522
 BC2522                          STATION RECOVERY (2002)
 BC2522
 BC2522'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC2522'MARK NOT FOUND.
 BC2522
 BC2522                          STATION RECOVERY (2005)
 BC2522
 BC2522'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC2522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1542 ***********************************************************************
 BC1542  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1542  DESIGNATION -  872 0030 TIDAL 1
 BC1542  PID         -  BC1542
 BC1542  STATE/COUNTY-  FL/NASSAU
 BC1542  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1542
 BC1542                         *CURRENT SURVEY CONTROL
 BC1542  ___________________________________________________________________
 BC1542* NAD 83(1986)-  30 40 12.     (N)    081 27 55.     (W)     SCALED    
 BC1542* NAVD 88     -         1.635  (meters)       5.36   (feet)  ADJUSTED  
 BC1542  ___________________________________________________________________
 BC1542  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC1542  DYNAMIC HT  -           1.633 (meters)       5.36  (feet)  COMP
 BC1542  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 BC1542
 BC1542  VERT ORDER  -  FIRST     CLASS II
 BC1542
 BC1542.The horizontal coordinates were scaled from a topographic map and have
 BC1542.an estimated accuracy of +/- 6 seconds.
 BC1542
 BC1542.The orthometric height was determined by differential leveling
 BC1542.and adjusted by the National Geodetic Survey in June 1991..
 BC1542
 BC1542.This Tidal Bench Mark is designated as VM 646
 BC1542.by the Center for Operational Oceanographic Products and Services.
 BC1542
 BC1542.The geoid height was determined by GEOID03.
 BC1542
 BC1542.The dynamic height is computed by dividing the NAVD 88
 BC1542.geopotential number by the normal gravity value computed on the
 BC1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1542.degrees latitude (g = 980.6199 gals.).
 BC1542
 BC1542.The modeled gravity was interpolated from observed gravity values.
 BC1542
 BC1542;                    North         East    Units  Estimated Accuracy
 BC1542;SPC FL E     -   702,230.      155,410.      MT  (+/- 180 meters Scaled)
 BC1542
 BC1542                          SUPERSEDED SURVEY CONTROL
 BC1542
 BC1542  NGVD 29 (09/01/92)    1.982  (m)            6.50   (f) ADJUSTED    1 2
 BC1542
 BC1542.Superseded values are not recommended for survey control.
 BC1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1542.See file dsdata.txt to determine how the superseded data were derived.
 BC1542
 BC1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP554931(NAD 83)
 BC1542_MARKER: DJ = TIDAL STATION DISK
 BC1542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1542_SP_SET: SEAWALL
 BC1542_STAMPING: NO 1 1972
 BC1542_MARK LOGO: CGS   
 BC1542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1542+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC1542
 BC1542  HISTORY     - Date     Condition        Report By
 BC1542  HISTORY     - 1972     MONUMENTED       NOS
 BC1542  HISTORY     - 1977     GOOD             FLDNR
 BC1542  HISTORY     - 1985     GOOD             FLDNR
 BC1542  HISTORY     - 1987     GOOD             FLDNR
 BC1542  HISTORY     - 19910420 GOOD             NGS
 BC1542  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 BC1542  HISTORY     - 20050102 GOOD             USPSQD
 BC1542
 BC1542                          STATION DESCRIPTION
 BC1542
 BC1542'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1542'2.6 MI SE FROM FERNANDINA BEACH.
 BC1542'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT BASIN
 BC1542'AT THE FOOT OF ATLANTIC AVENUE. MARK IS SET IN CONCRETE CAP
 BC1542'ON NORTHEAST CORNER OF EAST SEAWALL, 41.3 FEET WEST OF NORTHERN
 BC1542'MOST OF 12 PALM TREES IN A STRAIGHT LINE ON EAST SIDE OF BOAT
 BC1542'BASIN, 54.3 FEET SOUTHEAST OF THE FLORIDA MARINE WELCOME
 BC1542'STATION. MARK IS A NOS TIDAL BENCH MARK.
 BC1542
 BC1542                          STATION RECOVERY (1985)
 BC1542
 BC1542'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1542'RECOVERED IN GOOD CONDITION.
 BC1542
 BC1542                          STATION RECOVERY (1987)
 BC1542
 BC1542'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1542'RECOVERED AS DESCRIBED.
 BC1542
 BC1542                          STATION RECOVERY (1991)
 BC1542
 BC1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1542'IN FERNANDINA BEACH, AT 1 SOUTH FRONT STREET, IN TOP OF AND 0.1 M
 BC1542'(0.3 FT) EAST OF THE WEST EDGE OF A CONCRETE SEAWALL, 42.2 M (138.5
 BC1542'FT) WEST OF AND LEVEL WITH THE CENTER OF THE STREET, 5.8 M (19.0 FT)
 BC1542'SOUTHWEST OF THE SOUTHEAST CORNER OF BRETS WATERWAY CAFE AT 1 SOUTH
 BC1542'FRONT STREET, AND 0.9 M (3.0 FT) SOUTH OF THE SOUTH FACE OF A
 BC1542'BULKHEAD.
 BC1542
 BC1542                          STATION RECOVERY (2002)
 BC1542
 BC1542'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC1542'MARK NOT FOUND.
 BC1542
 BC1542                          STATION RECOVERY (2005)
 BC1542
 BC1542'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1543 ***********************************************************************
 BC1543  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1543  DESIGNATION -  872 0030 TIDAL 2
 BC1543  PID         -  BC1543
 BC1543  STATE/COUNTY-  FL/NASSAU
 BC1543  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1543
 BC1543                         *CURRENT SURVEY CONTROL
 BC1543  ___________________________________________________________________
 BC1543* NAD 83(1986)-  30 40 15.     (N)    081 27 56.     (W)     SCALED    
 BC1543* NAVD 88     -         1.618  (meters)       5.31   (feet)  ADJUSTED  
 BC1543  ___________________________________________________________________
 BC1543  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC1543  DYNAMIC HT  -           1.616 (meters)       5.30  (feet)  COMP
 BC1543  MODELED GRAV-     979,393.4   (mgal)                       NAVD 88
 BC1543
 BC1543  VERT ORDER  -  FIRST     CLASS II
 BC1543
 BC1543.The horizontal coordinates were scaled from a topographic map and have
 BC1543.an estimated accuracy of +/- 6 seconds.
 BC1543
 BC1543.The orthometric height was determined by differential leveling
 BC1543.and adjusted by the National Geodetic Survey in June 1991..
 BC1543
 BC1543.This Tidal Bench Mark is designated as VM 648
 BC1543.by the Center for Operational Oceanographic Products and Services.
 BC1543
 BC1543.The geoid height was determined by GEOID03.
 BC1543
 BC1543.The dynamic height is computed by dividing the NAVD 88
 BC1543.geopotential number by the normal gravity value computed on the
 BC1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1543.degrees latitude (g = 980.6199 gals.).
 BC1543
 BC1543.The modeled gravity was interpolated from observed gravity values.
 BC1543
 BC1543;                    North         East    Units  Estimated Accuracy
 BC1543;SPC FL E     -   702,320.      155,390.      MT  (+/- 180 meters Scaled)
 BC1543
 BC1543                          SUPERSEDED SURVEY CONTROL
 BC1543
 BC1543  NGVD 29 (09/01/92)    1.965  (m)            6.45   (f) ADJUSTED    1 2
 BC1543
 BC1543.Superseded values are not recommended for survey control.
 BC1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1543.See file dsdata.txt to determine how the superseded data were derived.
 BC1543
 BC1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP554932(NAD 83)
 BC1543_MARKER: DJ = TIDAL STATION DISK
 BC1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1543_SP_SET: BULKHEAD
 BC1543_STAMPING: NO 2 1974
 BC1543_MARK LOGO: NOS   
 BC1543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1543+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC1543
 BC1543  HISTORY     - Date     Condition        Report By
 BC1543  HISTORY     - 1974     MONUMENTED       NOS
 BC1543  HISTORY     - 1977     GOOD             FLDNR
 BC1543  HISTORY     - 1985     GOOD             FLDNR
 BC1543  HISTORY     - 1987     GOOD             FLDNR
 BC1543  HISTORY     - 19910516 GOOD             NGS
 BC1543  HISTORY     - 20021216 GOOD             USPSQD
 BC1543  HISTORY     - 20050102 GOOD             USPSQD
 BC1543
 BC1543                          STATION DESCRIPTION
 BC1543
 BC1543'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1543'2.6 MI SE FROM FERNANDINA BEACH.
 BC1543'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT BASIN
 BC1543'AT THE FOOT OF ATLANTIC AVENUE. MARK IS SET IN CENTER OF CONCRETE
 BC1543'BULKHEAD AT SOUTHEAST CORNER OF FERNANDINA BEACH MARINA, 10.3
 BC1543'FEET NORTH OF NORTH SIDE OF BOAT LAUNCHING RAMP AT SOUTH SIDE
 BC1543'OF MARINA AND 43.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 BC1543'PARKING LOT AT MARINA. MARK IS A NOS TIDAL BENCH MARK.
 BC1543
 BC1543                          STATION RECOVERY (1985)
 BC1543
 BC1543'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1543'RECOVERED IN GOOD CONDITION.
 BC1543
 BC1543                          STATION RECOVERY (1987)
 BC1543
 BC1543'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1543'RECOVERED AS DESCRIBED.
 BC1543
 BC1543                          STATION RECOVERY (1991)
 BC1543
 BC1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1543'IN FERNANDINA BEACH, AT 3 SOUTH FRONT STREET, IN A CONCRETE RETAINING
 BC1543'WALL ALONG THE EAST BANK OF AMELIA RIVER, 81.1 M (266.1 FT) SOUTH OF
 BC1543'BENCH MARK 872 0030 TIDAL 1, 3.4 M (11.2 FT) NORTH OF THE NORTH EDGE
 BC1543'OF A BOAT RAMP, 3.0 M (9.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OG
 BC1543'THE AMELIA ISLAND CHARTER BOAT OFFICE AT 3 SOUTH FRONT STREET, AND
 BC1543'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET.
 BC1543
 BC1543                          STATION RECOVERY (2002)
 BC1543
 BC1543'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC1543'RECOVERED IN GOOD CONDITION.
 BC1543
 BC1543                          STATION RECOVERY (2005)
 BC1543
 BC1543'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0171 ***********************************************************************
 BC0171  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0171  DESIGNATION -  872 0030 TIDAL 22
 BC0171  PID         -  BC0171
 BC0171  STATE/COUNTY-  FL/NASSAU
 BC0171  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0171
 BC0171                         *CURRENT SURVEY CONTROL
 BC0171  ___________________________________________________________________
 BC0171* NAD 83(1986)-  30 40 07.     (N)    081 27 38.     (W)     SCALED    
 BC0171* NAVD 88     -         5.623  (meters)      18.45   (feet)  ADJUSTED  
 BC0171  ___________________________________________________________________
 BC0171  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0171  DYNAMIC HT  -           5.616 (meters)      18.43  (feet)  COMP
 BC0171  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 BC0171
 BC0171  VERT ORDER  -  FIRST     CLASS II
 BC0171
 BC0171.The horizontal coordinates were scaled from a topographic map and have
 BC0171.an estimated accuracy of +/- 6 seconds.
 BC0171
 BC0171.The orthometric height was determined by differential leveling
 BC0171.and adjusted by the National Geodetic Survey in May 1994..
 BC0171
 BC0171.This Tidal Bench Mark is designated as VM 639
 BC0171.by the Center for Operational Oceanographic Products and Services.
 BC0171
 BC0171.The geoid height was determined by GEOID03.
 BC0171
 BC0171.The dynamic height is computed by dividing the NAVD 88
 BC0171.geopotential number by the normal gravity value computed on the
 BC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0171.degrees latitude (g = 980.6199 gals.).
 BC0171
 BC0171.The modeled gravity was interpolated from observed gravity values.
 BC0171
 BC0171;                    North         East    Units  Estimated Accuracy
 BC0171;SPC FL E     -   702,080.      155,870.      MT  (+/- 180 meters Scaled)
 BC0171
 BC0171                          SUPERSEDED SURVEY CONTROL
 BC0171
 BC0171  NAVD 88 (06/15/91)    5.625  (m)           18.45   (f) UNKNOWN     1 2
 BC0171  NGVD 29 (09/01/92)    5.971  (m)           19.59   (f) ADJUSTED    1 2
 BC0171
 BC0171.Superseded values are not recommended for survey control.
 BC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0171.See file dsdata.txt to determine how the superseded data were derived.
 BC0171
 BC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP558929(NAD 83)
 BC0171_MARKER: Z = SEE DESCRIPTION
 BC0171_SETTING: 0 = UNSPECIFIED SETTING
 BC0171_SP_SET: GRANITE POST
 BC0171_MARK LOGO: NONE  
 BC0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0171+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1991
 BC0171
 BC0171  HISTORY     - Date     Condition        Report By
 BC0171  HISTORY     - UNK      MONUMENTED       CGS
 BC0171  HISTORY     - 1975     GOOD             NGS
 BC0171  HISTORY     - 1977     GOOD             FLDNR
 BC0171  HISTORY     - 1977     GOOD             FLDNR
 BC0171  HISTORY     - 1977     GOOD             FLDNR
 BC0171  HISTORY     - 1977     GOOD             FLDNR
 BC0171  HISTORY     - 1985     GOOD             FLDNR
 BC0171  HISTORY     - 19910425 GOOD             NGS
 BC0171  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 BC0171
 BC0171                          STATION DESCRIPTION
 BC0171
 BC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0171'AT FERNANDINA BEACH.
 BC0171'AT FERNANDINA BEACH, AT THE NORTHEAST CORNER OF SIXTH AND
 BC0171'BEECH STREET, 8 INCHES SOUTH OF A BRICK PILLAR AT THE SOUTHWEST
 BC0171'CORNER OF HOUSE 130 SIXTH STREET, 8 FEET EAST OF THE NORTHWEST
 BC0171'CORNER OF THE BRICK FOUNDATION OF PORCH, AND IS THE CENTER OF A
 BC0171'GRANITE POST WITH THE LETTERS USGS CUT IN THE TOP AND PROJECTING
 BC0171'1 INCH.  SEC 23, T 3 N, R 28 E
 BC0171
 BC0171                          STATION RECOVERY (1977)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0171'RECOVERED IN GOOD CONDITION.
 BC0171
 BC0171                          STATION RECOVERY (1977)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0171'RECOVERED IN GOOD CONDITION.
 BC0171
 BC0171                          STATION RECOVERY (1977)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0171'RECOVERED IN GOOD CONDITION.
 BC0171
 BC0171                          STATION RECOVERY (1977)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0171'RECOVERED IN GOOD CONDITION.
 BC0171
 BC0171                          STATION RECOVERY (1985)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0171'RECOVERED IN GOOD CONDITION.
 BC0171
 BC0171                          STATION RECOVERY (1991)
 BC0171
 BC0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0171'IN FERNANDINA BEACH, A 6-INCH SQUARE GRANITE POST IN THE SOUTH LAWN
 BC0171'OF A HOUSE AT 130 SOUTH 6TH STREET, 14.4 M (47.2 FT) EAST OF THE
 BC0171'STREET CENTER, 2.9 M (9.5 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK,
 BC0171'2.2 M (7.2 FT) EAST OF THE SOUTHWEST CORNER OF A PORCH, 0.3 M (1.0
 BC0171'FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, AND THE MONUMENT
 BC0171'IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--THE LETTERS
 BC0171'U.S.B.M. ARE CUT IN THE MONUMENT.  THE POINT LEVELED TO WAS THE
 BC0171'CENTER OF THE MONUMENT.
 BC0171
 BC0171                          STATION RECOVERY (2005)
 BC0171
 BC0171'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0711 ***********************************************************************
 BC0711  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0711  DESIGNATION -  872 0030 TIDAL 33
 BC0711  PID         -  BC0711
 BC0711  STATE/COUNTY-  FL/NASSAU
 BC0711  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0711
 BC0711                         *CURRENT SURVEY CONTROL
 BC0711  ___________________________________________________________________
 BC0711* NAD 83(1986)-  30 40 26.     (N)    081 27 53.     (W)     SCALED    
 BC0711* NAVD 88     -         1.496  (meters)       4.91   (feet)  ADJUSTED  
 BC0711  ___________________________________________________________________
 BC0711  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0711  DYNAMIC HT  -           1.494 (meters)       4.90  (feet)  COMP
 BC0711  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 BC0711
 BC0711  VERT ORDER  -  FIRST     CLASS I
 BC0711
 BC0711.The horizontal coordinates were scaled from a topographic map and have
 BC0711.an estimated accuracy of +/- 6 seconds.
 BC0711
 BC0711.The orthometric height was determined by differential leveling
 BC0711.and adjusted by the National Geodetic Survey in June 1991..
 BC0711
 BC0711.This Tidal Bench Mark is designated as VM 643
 BC0711.by the Center for Operational Oceanographic Products and Services.
 BC0711
 BC0711.The geoid height was determined by GEOID03.
 BC0711
 BC0711.The dynamic height is computed by dividing the NAVD 88
 BC0711.geopotential number by the normal gravity value computed on the
 BC0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0711.degrees latitude (g = 980.6199 gals.).
 BC0711
 BC0711.The modeled gravity was interpolated from observed gravity values.
 BC0711
 BC0711;                    North         East    Units  Estimated Accuracy
 BC0711;SPC FL E     -   702,660.      155,470.      MT  (+/- 180 meters Scaled)
 BC0711
 BC0711                          SUPERSEDED SURVEY CONTROL
 BC0711
 BC0711.No superseded survey control is available for this station.
 BC0711
 BC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP554935(NAD 83)
 BC0711_MARKER: DJ = TIDAL STATION DISK
 BC0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0711_SP_SET: CONCRETE BASE
 BC0711_STAMPING: 33 1923
 BC0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0711
 BC0711  HISTORY     - Date     Condition        Report By
 BC0711  HISTORY     - 1923     MONUMENTED       CGS
 BC0711  HISTORY     - 1975     GOOD             NGS
 BC0711  HISTORY     - 19910425 MARK NOT FOUND   NGS
 BC0711  HISTORY     - 20030111 MARK NOT FOUND   FLDEP
 BC0711
 BC0711                          STATION DESCRIPTION
 BC0711
 BC0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0711'AT FERNANDINA.
 BC0711'AT THE TEXAS OIL COMPANY TANKS NEAR THE RAILROAD AND BETWEEN
 BC0711'DADE AND CALHOUN STREETS, IN THE CONCRETE BASE LEDGE OF THE
 BC0711'FOUNDATION ON THE NORTH SIDE OF THE BRICK SUPPORTING WALL FOR
 BC0711'A LARGE OIL TANK, 253 FEET SOUTH OF DADE STREET, 73.4 FEET WEST
 BC0711'OF THE CENTER LINE OF NORTH FRONT STREET, 5 FEET EAST OF THE
 BC0711'NORTHWEST CORNER OF THE BRICK WALL, ABOUT LEVEL WITH THE GROUND.
 BC0711'SECTION 21, T 3 N, R 28 E
 BC0711
 BC0711                          STATION RECOVERY (1991)
 BC0711
 BC0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0711'THE OIL TANK AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 BC0711'DESTROYED.
 BC0711
 BC0711                          STATION RECOVERY (2003)
 BC0711
 BC0711'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC0711'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0166 ***********************************************************************
 BC0166  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0166  DESIGNATION -  872 0030 TIDAL 34
 BC0166  PID         -  BC0166
 BC0166  STATE/COUNTY-  FL/NASSAU
 BC0166  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0166
 BC0166                         *CURRENT SURVEY CONTROL
 BC0166  ___________________________________________________________________
 BC0166* NAD 83(1986)-  30 40 22.     (N)    081 27 49.     (W)     SCALED    
 BC0166* NAVD 88     -         3.086  (meters)      10.12   (feet)  ADJUSTED  
 BC0166  ___________________________________________________________________
 BC0166  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0166  DYNAMIC HT  -           3.082 (meters)      10.11  (feet)  COMP
 BC0166  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 BC0166
 BC0166  VERT ORDER  -  FIRST     CLASS II
 BC0166
 BC0166.The horizontal coordinates were scaled from a topographic map and have
 BC0166.an estimated accuracy of +/- 6 seconds.
 BC0166
 BC0166.The orthometric height was determined by differential leveling
 BC0166.and adjusted by the National Geodetic Survey in June 1991..
 BC0166
 BC0166.This Tidal Bench Mark is designated as VM 636
 BC0166.by the Center for Operational Oceanographic Products and Services.
 BC0166
 BC0166.The geoid height was determined by GEOID03.
 BC0166
 BC0166.The dynamic height is computed by dividing the NAVD 88
 BC0166.geopotential number by the normal gravity value computed on the
 BC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0166.degrees latitude (g = 980.6199 gals.).
 BC0166
 BC0166.The modeled gravity was interpolated from observed gravity values.
 BC0166
 BC0166;                    North         East    Units  Estimated Accuracy
 BC0166;SPC FL E     -   702,540.      155,580.      MT  (+/- 180 meters Scaled)
 BC0166
 BC0166                          SUPERSEDED SURVEY CONTROL
 BC0166
 BC0166  NGVD 29 (09/01/92)    3.432  (m)           11.26   (f) ADJUSTED    1 2
 BC0166
 BC0166.Superseded values are not recommended for survey control.
 BC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0166.See file dsdata.txt to determine how the superseded data were derived.
 BC0166
 BC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP555934(NAD 83)
 BC0166_MARKER: DJ = TIDAL STATION DISK
 BC0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0166_SP_SET: BUILDING WALL
 BC0166_STAMPING: 34 1923
 BC0166_MARK LOGO: CGS   
 BC0166_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0166+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC0166
 BC0166  HISTORY     - Date     Condition        Report By
 BC0166  HISTORY     - 1923     MONUMENTED       CGS
 BC0166  HISTORY     - 1975     GOOD             NGS
 BC0166  HISTORY     - 1977     GOOD             FLDNR
 BC0166  HISTORY     - 1977     GOOD             FLDNR
 BC0166  HISTORY     - 1977     GOOD             FLDNR
 BC0166  HISTORY     - 1977     GOOD             FLDNR
 BC0166  HISTORY     - 1985     GOOD             FLDNR
 BC0166  HISTORY     - 1987     GOOD             FLDNR
 BC0166  HISTORY     - 19910420 GOOD             NGS
 BC0166  HISTORY     - 20021216 GOOD             USPSQD
 BC0166  HISTORY     - 20050102 GOOD             USPSQD
 BC0166
 BC0166                          STATION DESCRIPTION
 BC0166
 BC0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0166'AT FERNANDINA BEACH.
 BC0166'AT THE NORTHWEST CORNER OF ALACHUA STREET AND SECOND STREET
 BC0166'VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE
 BC0166'COURT HOUSE BUILDING, 30 FEET WEST OF THE CENTER LINE OF NORTH
 BC0166'2ND STREET, 32.5 FEET NORTH OF THE CENTER LINE OF ALACHUA STREET,
 BC0166'ABOUT 3.2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 22, T 3 N,
 BC0166'R 28 E
 BC0166
 BC0166                          STATION RECOVERY (1977)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (1977)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (1977)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (1977)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (1985)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (1987)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0166'RECOVERED AS DESCRIBED.
 BC0166
 BC0166                          STATION RECOVERY (1991)
 BC0166
 BC0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0166'IN FERNANDINA BEACH, SET VERTICALLY IN THE EAST FACE OF THE STANDARD
 BC0166'MARINE SUPPLY CORPORATION AT 101 NORTH 2ND STREET, 9.2 M (30.2 FT)
 BC0166'WEST OF THE STREET CENTER, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 BC0166'STREET, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 BC0166'BUILDING.
 BC0166
 BC0166                          STATION RECOVERY (2002)
 BC0166
 BC0166'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (2005)
 BC0166
 BC0166'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0160 ***********************************************************************
 BC0160  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0160  DESIGNATION -  872 0030 TIDAL 36
 BC0160  PID         -  BC0160
 BC0160  STATE/COUNTY-  FL/NASSAU
 BC0160  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0160
 BC0160                         *CURRENT SURVEY CONTROL
 BC0160  ___________________________________________________________________
 BC0160* NAD 83(1986)-  30 40 11.     (N)    081 27 49.     (W)     SCALED    
 BC0160* NAVD 88     -         3.766  (meters)      12.36   (feet)  ADJUSTED  
 BC0160  ___________________________________________________________________
 BC0160  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0160  DYNAMIC HT  -           3.761 (meters)      12.34  (feet)  COMP
 BC0160  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 BC0160
 BC0160  VERT ORDER  -  FIRST     CLASS II
 BC0160
 BC0160.The horizontal coordinates were scaled from a topographic map and have
 BC0160.an estimated accuracy of +/- 6 seconds.
 BC0160
 BC0160.The orthometric height was determined by differential leveling
 BC0160.and adjusted by the National Geodetic Survey in June 1991..
 BC0160
 BC0160.This Tidal Bench Mark is designated as VM 649
 BC0160.by the Center for Operational Oceanographic Products and Services.
 BC0160
 BC0160.The geoid height was determined by GEOID03.
 BC0160
 BC0160.The dynamic height is computed by dividing the NAVD 88
 BC0160.geopotential number by the normal gravity value computed on the
 BC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0160.degrees latitude (g = 980.6199 gals.).
 BC0160
 BC0160.The modeled gravity was interpolated from observed gravity values.
 BC0160
 BC0160;                    North         East    Units  Estimated Accuracy
 BC0160;SPC FL E     -   702,200.      155,570.      MT  (+/- 180 meters Scaled)
 BC0160
 BC0160                          SUPERSEDED SURVEY CONTROL
 BC0160
 BC0160  NGVD 29 (09/01/92)    4.113  (m)           13.49   (f) ADJUSTED    1 2
 BC0160
 BC0160.Superseded values are not recommended for survey control.
 BC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0160.See file dsdata.txt to determine how the superseded data were derived.
 BC0160
 BC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP555930(NAD 83)
 BC0160_MARKER: DJ = TIDAL STATION DISK
 BC0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0160_SP_SET: BUILDING
 BC0160_STAMPING: 36 1923
 BC0160_MARK LOGO: CGS   
 BC0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0160+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC0160
 BC0160  HISTORY     - Date     Condition        Report By
 BC0160  HISTORY     - 1923     MONUMENTED       CGS
 BC0160  HISTORY     - 1975     GOOD             NGS
 BC0160  HISTORY     - 1977     GOOD             FLDNR
 BC0160  HISTORY     - 1977     GOOD             FLDNR
 BC0160  HISTORY     - 1977     GOOD             FLDNR
 BC0160  HISTORY     - 1977     GOOD             FLDNR
 BC0160  HISTORY     - 1985     GOOD             FLDNR
 BC0160  HISTORY     - 19910420 GOOD             NGS
 BC0160  HISTORY     - 20050102 GOOD             USPSQD
 BC0160
 BC0160                          STATION DESCRIPTION
 BC0160
 BC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0160'AT FERNANDINA.
 BC0160'SET VERTICALLY IN THE NORTH FACE OF CITY HALL AT THE CORNER
 BC0160'OF ASH AND SECOND STREET, 29.5 FEET EAST OF THE EAST CURB OF
 BC0160'SECOND STREET, 24.7 FEET SOUTH OF THE SOUTH CURB OF ASH STREET,
 BC0160'15.0 FEET EAST OF THE NORTHWEST CORNER, 2.2 FEET WEST OF THE
 BC0160'WEST ENTRANCE INTO CITY HALL, ABOUT 4 FEET ABOVE THE LEVEL OF
 BC0160'THE GROUND.  SEC 22, T 3 N, R 28 E
 BC0160
 BC0160                          STATION RECOVERY (1977)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (1977)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (1977)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (1977)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (1985)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (1991)
 BC0160
 BC0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0160'IN FERNANDINA BEACH, SET VERTICALLY IN THE NORTH FACE OF THE CITY
 BC0160'HALL AT 204 ASH STREET, 11.7 M (38.4 FT) SOUTH OF THE CENTER OF THE
 BC0160'STREET, 4.6 M (15.1 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 BC0160'AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE STAMPING
 BC0160'IS ILLEGIBLE.
 BC0160
 BC0160                          STATION RECOVERY (2005)
 BC0160
 BC0160'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0174 ***********************************************************************
 BC0174  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0174  DESIGNATION -  872 0030 TIDAL 37 RESET
 BC0174  PID         -  BC0174
 BC0174  STATE/COUNTY-  FL/NASSAU
 BC0174  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0174
 BC0174                         *CURRENT SURVEY CONTROL
 BC0174  ___________________________________________________________________
 BC0174* NAD 83(1986)-  30 40 15.     (N)    081 27 30.     (W)     SCALED    
 BC0174* NAVD 88     -         7.959  (meters)      26.11   (feet)  ADJUSTED  
 BC0174  ___________________________________________________________________
 BC0174  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC0174  DYNAMIC HT  -           7.949 (meters)      26.08  (feet)  COMP
 BC0174  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 BC0174
 BC0174  VERT ORDER  -  FIRST     CLASS II
 BC0174
 BC0174.The horizontal coordinates were scaled from a topographic map and have
 BC0174.an estimated accuracy of +/- 6 seconds.
 BC0174
 BC0174.The orthometric height was determined by differential leveling
 BC0174.and adjusted by the National Geodetic Survey in May 1994..
 BC0174.WARNING-Repeat measurements at this control monument indicate possible
 BC0174.vertical movement.
 BC0174
 BC0174.This Tidal Bench Mark is designated as VM 645
 BC0174.by the Center for Operational Oceanographic Products and Services.
 BC0174
 BC0174.The geoid height was determined by GEOID03.
 BC0174
 BC0174.The dynamic height is computed by dividing the NAVD 88
 BC0174.geopotential number by the normal gravity value computed on the
 BC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0174.degrees latitude (g = 980.6199 gals.).
 BC0174
 BC0174.The modeled gravity was interpolated from observed gravity values.
 BC0174
 BC0174;                    North         East    Units  Estimated Accuracy
 BC0174;SPC FL E     -   702,320.      156,080.      MT  (+/- 180 meters Scaled)
 BC0174
 BC0174                          SUPERSEDED SURVEY CONTROL
 BC0174
 BC0174  NAVD 88 (06/15/91)    7.963  (m)           26.13   (f) UNKNOWN     1 2
 BC0174  NGVD 29 (09/01/92)    8.310  (m)           27.26   (f) ADJUSTED    1 2
 BC0174
 BC0174.Superseded values are not recommended for survey control.
 BC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0174.See file dsdata.txt to determine how the superseded data were derived.
 BC0174
 BC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP560932(NAD 83)
 BC0174_MARKER: DB = BENCH MARK DISK
 BC0174_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC0174+WITH SETTING: PAVEMENT
 BC0174_SP_SET: CHURCH PARAPET
 BC0174_STAMPING: 37 RESET 1970
 BC0174_MARK LOGO: CGS   
 BC0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0174+STABILITY: SURFACE MOTION
 BC0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0174+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC0174
 BC0174  HISTORY     - Date     Condition        Report By
 BC0174  HISTORY     - 1970     MONUMENTED       NGS
 BC0174  HISTORY     - 1975     GOOD             NGS
 BC0174  HISTORY     - 1977     GOOD             FLDNR
 BC0174  HISTORY     - 1977     GOOD             FLDNR
 BC0174  HISTORY     - 1977     GOOD             FLDNR
 BC0174  HISTORY     - 1977     GOOD             FLDNR
 BC0174  HISTORY     - 1985     GOOD             FLDNR
 BC0174  HISTORY     - 19910420 GOOD             NGS
 BC0174  HISTORY     - 19920628 GOOD             FLDNR
 BC0174  HISTORY     - 20050102 GOOD             USPSQD
 BC0174
 BC0174                          STATION DESCRIPTION
 BC0174
 BC0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0174'AT FERNANDINA BEACH.
 BC0174'AT FERNANDINA BEACH ALONG ATLANTIC AVENUE (STATE HIGHWAY A1A)
 BC0174'BETWEEN 8TH AND 9TH STREET, AT THE ENTRANCE TO THE ST. PETERS
 BC0174'EPISCOPAL CHURCH, 98.5 FEET EAST OF THE EAST CURB OF 8TH STREET,
 BC0174'138.5 FEET WEST OF THE WEST CURB OF 9TH STREET, 34 FEET NORTH OF
 BC0174'THE NORTH CURB OF ATLANTIC AVENUE, ON THE TOP OF THE EAST PARAPET
 BC0174'AT ENTRANCE TO THE CHURCH AND 3 FEET ABOVE THE LEVEL OF ATLANTIC
 BC0174'AVENUE.  SEC 22, T 3 N, R 28 E.  NOTE-- TIDAL STATION 1-3
 BC0174
 BC0174                          STATION RECOVERY (1977)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (1977)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (1977)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (1977)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (1985)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (1991)
 BC0174
 BC0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0174'IN FERNANDINA BEACH, AT THE INTERSECTION OF 8TH STREET AND ATLANTIC
 BC0174'AVENUE, IN THE EAST PARAPET OF THE SOUTH ENTRANCE TO THE BELL TOWER
 BC0174'FOR THE SAINT PETERS EPISCOPAL CHURCH, 33.7 M (110.6 FT) EAST OF THE
 BC0174'STREET CENTERLINE, 15.7 M (51.5 FT) NORTH OF THE AVENUE CENTERLINE,
 BC0174'1.4 M (4.6 FT) EAST OF THE CENTER OF THE ENTRANCE, AND 1.2 M (3.9 FT)
 BC0174'ABOVE THE LEVEL OF THE AVENUE.
 BC0174
 BC0174                          STATION RECOVERY (1992)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC0174'THE MARK IS IN FERNANDINA BEACH AT THE SAINT PETERS EPISCOPAL CHURCH,
 BC0174'AT THE INTERSECTION OF ATLANTIC AVENUE AND 8TH STREET, IN SECTION 22,
 BC0174'T 3 N, R 28 E. TO REACH THE MARK FROM THE COURTHOUSE IN FERNANDINA
 BC0174'BEACH, GO EAST-SOUTHEAST ON ATLANTIC AVENUE FOR 0.20 MI (0.32 KM) TO
 BC0174'THE INTERSECTION OF 8TH STREET AND THE MARK ON THE LEFT SET IN THE TOP
 BC0174'OF THE EAST PARAPET OF THE SOUTH ENTRANCE TO THE BELL TOWER, 3.9 FT
 BC0174'(1.2 M) ABOVE THE LEVEL OF THE ROADS AND 2.7 FT (0.8 M) ABOVE THE
 BC0174'LEVEL OF THE GROUND. LOCATED 110.6 FT (33.7 M) FROM THE CENTERLINE OF
 BC0174'8TH STREET, 51.5 FT (15.7 M) NORTH OF THE CENTERLINE OF ATLANTIC
 BC0174'AVENUE AND 4.6 FT (1.4 M) EAST OF THE CENTER OF THE ENTRANCE.
 BC0174
 BC0174                          STATION RECOVERY (2005)
 BC0174
 BC0174'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0175 ***********************************************************************
 BC0175  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0175  DESIGNATION -  872 0030 TIDAL 38
 BC0175  PID         -  BC0175
 BC0175  STATE/COUNTY-  FL/NASSAU
 BC0175  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0175
 BC0175                         *CURRENT SURVEY CONTROL
 BC0175  ___________________________________________________________________
 BC0175* NAD 83(1986)-  30 40 15.     (N)    081 27 26.     (W)     SCALED    
 BC0175* NAVD 88     -         8.166  (meters)      26.79   (feet)  ADJUSTED  
 BC0175  ___________________________________________________________________
 BC0175  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC0175  DYNAMIC HT  -           8.156 (meters)      26.76  (feet)  COMP
 BC0175  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 BC0175
 BC0175  VERT ORDER  -  FIRST     CLASS II
 BC0175
 BC0175.The horizontal coordinates were scaled from a topographic map and have
 BC0175.an estimated accuracy of +/- 6 seconds.
 BC0175
 BC0175.The orthometric height was determined by differential leveling
 BC0175.and adjusted by the National Geodetic Survey in June 1991..
 BC0175
 BC0175.This Tidal Bench Mark is designated as VM 644
 BC0175.by the Center for Operational Oceanographic Products and Services.
 BC0175
 BC0175.The geoid height was determined by GEOID03.
 BC0175
 BC0175.The dynamic height is computed by dividing the NAVD 88
 BC0175.geopotential number by the normal gravity value computed on the
 BC0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0175.degrees latitude (g = 980.6199 gals.).
 BC0175
 BC0175.The modeled gravity was interpolated from observed gravity values.
 BC0175
 BC0175;                    North         East    Units  Estimated Accuracy
 BC0175;SPC FL E     -   702,320.      156,190.      MT  (+/- 180 meters Scaled)
 BC0175
 BC0175                          SUPERSEDED SURVEY CONTROL
 BC0175
 BC0175  NGVD 29 (09/01/92)    8.515  (m)           27.94   (f) ADJUSTED    1 2
 BC0175
 BC0175.Superseded values are not recommended for survey control.
 BC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0175.See file dsdata.txt to determine how the superseded data were derived.
 BC0175
 BC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP562932(NAD 83)
 BC0175_MARKER: DJ = TIDAL STATION DISK
 BC0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0175_SP_SET: BUILDING
 BC0175_STAMPING: 38 1923
 BC0175_MARK LOGO: CGS   
 BC0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0175+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1991
 BC0175
 BC0175  HISTORY     - Date     Condition        Report By
 BC0175  HISTORY     - 1923     MONUMENTED       CGS
 BC0175  HISTORY     - 1975     GOOD             NGS
 BC0175  HISTORY     - 1977     GOOD             FLDNR
 BC0175  HISTORY     - 1977     GOOD             FLDNR
 BC0175  HISTORY     - 1977     GOOD             FLDNR
 BC0175  HISTORY     - 1977     GOOD             FLDNR
 BC0175  HISTORY     - 1985     GOOD             FLDNR
 BC0175  HISTORY     - 19910420 GOOD             NGS
 BC0175
 BC0175                          STATION DESCRIPTION
 BC0175
 BC0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0175'AT FERNANDINA BEACH.
 BC0175'SET VERTICALLY AT THE NORTHWEST CORNER IN THE NORTH FACE OF AN OLD
 BC0175'MASONIC HALL (1886), AT ATLANTIC AVENUE AND SOUTH 10 TH STREET,
 BC0175'ADRESS-914 ATLANTIC AVENUE, 97.0 FEET WEST OF THE WEST CURB
 BC0175'OF SOUTH 10TH STREET, 34.0 FEET SOUTH OF THE SOUTH CURB OF
 BC0175'ATLANTIC AVENUE, 1.4 FEET EAST OF NORTHWEST CORNER, ABOUT 4.4
 BC0175'FEET ABOVE THE LEVEL OF THE SIDEWALK.  SEC 22, T 3 N, R 28 E
 BC0175
 BC0175                          STATION RECOVERY (1977)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0175'RECOVERED IN GOOD CONDITION.
 BC0175
 BC0175                          STATION RECOVERY (1977)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0175'RECOVERED IN GOOD CONDITION.
 BC0175
 BC0175                          STATION RECOVERY (1977)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0175'RECOVERED IN GOOD CONDITION.
 BC0175
 BC0175                          STATION RECOVERY (1977)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0175'RECOVERED IN GOOD CONDITION.
 BC0175
 BC0175                          STATION RECOVERY (1985)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0175'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS LOCATED IN THE
 BC0175'NORTHWEST CORNER OF THE OLD SCHOOL HOUSE 1886 BUILDING, LOCATED AT
 BC0175'914 ATLANTIC AVENUE.
 BC0175
 BC0175                          STATION RECOVERY (1991)
 BC0175
 BC0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0175'IN FERNANDINA BEACH, SET VERTICALLY IN THE NORTH FACE OF A SCHOOL
 BC0175'HOUSE (VACANT) AT 914 ATLANTIC AVENUE, 15.8 M (51.8 FT) SOUTH OF THE
 BC0175'AVENUE CENTERLINE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 BC0175'0.4 M (1.3 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 BC0175'NOTE--THE STAMPING IS BARELY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0162 ***********************************************************************
 BC0162  DESIGNATION -  872 0030 TIDAL 39
 BC0162  PID         -  BC0162
 BC0162  STATE/COUNTY-  FL/NASSAU
 BC0162  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0162
 BC0162                         *CURRENT SURVEY CONTROL
 BC0162  ___________________________________________________________________
 BC0162* NAD 83(1986)-  30 40 22.     (N)    081 27 53.     (W)     SCALED    
 BC0162* NAVD 88     -         1.589  (meters)       5.21   (feet)  ADJUSTED  
 BC0162  ___________________________________________________________________
 BC0162  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0162  DYNAMIC HT  -           1.587 (meters)       5.21  (feet)  COMP
 BC0162  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 BC0162
 BC0162  VERT ORDER  -  FIRST     CLASS II
 BC0162
 BC0162.The horizontal coordinates were scaled from a topographic map and have
 BC0162.an estimated accuracy of +/- 6 seconds.
 BC0162
 BC0162.The orthometric height was determined by differential leveling
 BC0162.and adjusted by the National Geodetic Survey in May 1994..
 BC0162.WARNING-Repeat measurements at this control monument indicate possible
 BC0162.vertical movement.
 BC0162
 BC0162.The geoid height was determined by GEOID03.
 BC0162
 BC0162.The dynamic height is computed by dividing the NAVD 88
 BC0162.geopotential number by the normal gravity value computed on the
 BC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0162.degrees latitude (g = 980.6199 gals.).
 BC0162
 BC0162.The modeled gravity was interpolated from observed gravity values.
 BC0162
 BC0162;                    North         East    Units  Estimated Accuracy
 BC0162;SPC FL E     -   702,540.      155,470.      MT  (+/- 180 meters Scaled)
 BC0162
 BC0162                          SUPERSEDED SURVEY CONTROL
 BC0162
 BC0162  NAVD 88 (06/15/91)    1.660  (m)            5.45   (f) UNKNOWN     1 2
 BC0162  NGVD 29 (09/01/92)    1.936  (m)            6.35   (f) ADJUSTED    1 2
 BC0162
 BC0162.Superseded values are not recommended for survey control.
 BC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0162.See file dsdata.txt to determine how the superseded data were derived.
 BC0162
 BC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP554934(NAD 83)
 BC0162_MARKER: DJ = TIDAL STATION DISK
 BC0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0162_SP_SET: RETAINING WALL
 BC0162_STAMPING: 39 1938
 BC0162_MARK LOGO: CGS   
 BC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0162+STABILITY: SURFACE MOTION
 BC0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0162+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC0162
 BC0162  HISTORY     - Date     Condition        Report By
 BC0162  HISTORY     - UNK      MONUMENTED       CGS
 BC0162  HISTORY     - 1975     GOOD             NGS
 BC0162  HISTORY     - 1977     GOOD             FLDNR
 BC0162  HISTORY     - 1977     GOOD             FLDNR
 BC0162  HISTORY     - 1977     GOOD             FLDNR
 BC0162  HISTORY     - 1977     GOOD             FLDNR
 BC0162  HISTORY     - 19910420 GOOD             NGS
 BC0162  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 BC0162  HISTORY     - 20050102 GOOD             USPSQD
 BC0162
 BC0162                          STATION DESCRIPTION
 BC0162
 BC0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0162'AT FERNANDINA BEACH.
 BC0162'AT THE CITY DOCK ON THE GROUNDS OWNED BY THE ISLAND SEAFOOD
 BC0162'COMPANY, 80 YARDS NORTH OF THE EXTENDED CENTER LINE OF ATLANTIC
 BC0162'AVENUE, 18.2 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 BC0162'ISLAND SEAFOOD BUILDING, 3 FEET SOUTH OF AN ANGEL IN THE BULKHEAD,
 BC0162'2 FEET WEST OF A POWER POLE AT THE REAR OF THE BUILDING, 2.8
 BC0162'FEET SOUTH OF THE NORTH FENCE LINE, SET AT THE NORTHEAST CORNER
 BC0162'OF THE DOCK AND ABOUT LEVEL WITH ATLANTIC AVENUE.  SECTION 22,
 BC0162'T 3 N, R 28 E
 BC0162
 BC0162                          STATION RECOVERY (1977)
 BC0162
 BC0162'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0162'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT
 BC0162'BASIN AT THE FOOT OF ATLANTIC AVE, MARK IS SET IN CONCRETE
 BC0162'BULKHEAD AT NORTHEAST CORNER OF CITY DOCK. BENCH MARK IS
 BC0162'ABOUT 3 FEET SOUTH OF ANGLE IN BULKHEAD ABOUT 80 YARDS
 BC0162'NORTH OF EXTENDED CENTER LINE OF WEST END OF ATLANTIC
 BC0162'AVENUE, 50 FEET WEST OF NORTHWEST CORNER OF STORM WARNING TOWER
 BC0162'AND ABOUT 28 YARDS WEST OF WEST RAIL OF SEABOARD AIR LINE
 BC0162'RAILWAY.
 BC0162
 BC0162                          STATION RECOVERY (1977)
 BC0162
 BC0162'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0162'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT
 BC0162'BASIN AT THE FOOT OF ATLANTIC AVE, MARK IS SET IN CONCRETE
 BC0162'BULKHEAD AT NORTHEAST CORNER OF CITY DOCK. BENCH MARK IS
 BC0162'ABOUT 3 FEET SOUTH OF ANGLE IN BULKHEAD ABOUT 80 YARDS
 BC0162'NORTH OF EXTENDED CENTER LINE OF WEST END OF ATLANTIC
 BC0162'AVENUE, 50 FEET WEST OF NORTHWEST CORNER OF STORM WARNING TOWER
 BC0162'AND ABOUT 28 YARDS WEST OF WEST RAIL OF SEABOARD AIR LINE
 BC0162'RAILWAY.
 BC0162
 BC0162                          STATION RECOVERY (1977)
 BC0162
 BC0162'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0162'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT
 BC0162'BASIN AT THE FOOT OF ATLANTIC AVE, MARK IS SET IN CONCRETE
 BC0162'BULKHEAD AT NORTHEAST CORNER OF CITY DOCK. BENCH MARK IS
 BC0162'ABOUT 3 FEET SOUTH OF ANGLE IN BULKHEAD ABOUT 80 YARDS
 BC0162'NORTH OF EXTENDED CENTER LINE OF WEST END OF ATLANTIC
 BC0162'AVENUE, 50 FEET WEST OF NORTHWEST CORNER OF STORM WARNING TOWER
 BC0162'AND ABOUT 28 YARDS WEST OF WEST RAIL OF SEABOARD AIR LINE
 BC0162'RAILWAY.
 BC0162
 BC0162                          STATION RECOVERY (1977)
 BC0162
 BC0162'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0162'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT
 BC0162'BASIN AT THE FOOT OF ATLANTIC AVE, MARK IS SET IN CONCRETE
 BC0162
 BC0162                          STATION RECOVERY (1991)
 BC0162
 BC0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0162'IN FERNANDINA BEACH, AT THE INTERSECTION OF FRONT AND CENTRE STREETS,
 BC0162'IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST EDGE OF A CONCRETE
 BC0162'SEAWALL, 83.0 M (272.3 FT) NORTH OF THE EXTENDED CENTER OF CENTRE
 BC0162'STREET, 30.6 M (100.4 FT) WEST OF AND LEVEL WITH THE CENTER OF FRONT
 BC0162'STREET, AND 1.0 M (3.3 FT) SOUTH OF THE NORTHWEST CORNER OF A
 BC0162'SEAWALL.
 BC0162
 BC0162                          STATION RECOVERY (2002)
 BC0162
 BC0162'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC0162'MARK NOT FOUND.
 BC0162
 BC0162                          STATION RECOVERY (2005)
 BC0162
 BC0162'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1493 ***********************************************************************
 BC1493  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1493  DESIGNATION -  872 0051 A TIDAL
 BC1493  PID         -  BC1493
 BC1493  STATE/COUNTY-  FL/NASSAU
 BC1493  USGS QUAD   -  ST MARYS (1993)
 BC1493
 BC1493                         *CURRENT SURVEY CONTROL
 BC1493  ___________________________________________________________________
 BC1493* NAD 83(1986)-  30 38 32.     (N)    081 31 31.     (W)     SCALED    
 BC1493* NAVD 88     -         4.322  (meters)      14.18   (feet)  ADJUSTED  
 BC1493  ___________________________________________________________________
 BC1493  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC1493  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 BC1493  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BC1493
 BC1493  VERT ORDER  -  SECOND    CLASS I
 BC1493
 BC1493.The horizontal coordinates were scaled from a topographic map and have
 BC1493.an estimated accuracy of +/- 6 seconds.
 BC1493
 BC1493.The orthometric height was determined by differential leveling
 BC1493.and adjusted by the National Geodetic Survey in June 1991..
 BC1493
 BC1493.This Tidal Bench Mark is designated as VM 4987
 BC1493.by the Center for Operational Oceanographic Products and Services.
 BC1493
 BC1493.The geoid height was determined by GEOID03.
 BC1493
 BC1493.The dynamic height is computed by dividing the NAVD 88
 BC1493.geopotential number by the normal gravity value computed on the
 BC1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1493.degrees latitude (g = 980.6199 gals.).
 BC1493
 BC1493.The modeled gravity was interpolated from observed gravity values.
 BC1493
 BC1493;                    North         East    Units  Estimated Accuracy
 BC1493;SPC FL E     -   699,180.      149,650.      MT  (+/- 180 meters Scaled)
 BC1493
 BC1493                          SUPERSEDED SURVEY CONTROL
 BC1493
 BC1493  NGVD 29 (09/01/92)    4.666  (m)           15.31   (f) ADJUSTED    2 1
 BC1493
 BC1493.Superseded values are not recommended for survey control.
 BC1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1493.See file dsdata.txt to determine how the superseded data were derived.
 BC1493
 BC1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP496900(NAD 83)
 BC1493_MARKER: DJ = TIDAL STATION DISK
 BC1493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1493_SP_SET: COPPER-CLAD STEEL ROD
 BC1493_STAMPING: 0051 A 1978
 BC1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1493
 BC1493  HISTORY     - Date     Condition        Report By
 BC1493  HISTORY     - 1978     MONUMENTED       NOS
 BC1493  HISTORY     - 1978     GOOD             FLDNR
 BC1493  HISTORY     - 1978     GOOD             FLDNR
 BC1493  HISTORY     - 1979     GOOD             FLDNR
 BC1493
 BC1493                          STATION DESCRIPTION
 BC1493
 BC1493'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1493'2.5 MI NW FROM O NEIL.
 BC1493'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1493'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1493'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1493'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.3
 BC1493'MILES TO ITS INTERSECTION WITH WATER ROAD, THENCE NORTH ALONG WATER
 BC1493'ROAD 150 FEET TO A DIRT DRIVE LEADING EAST AND THE MARK. MARK BEARS
 BC1493'153 FEET NORTH-NORTHWEST FROM THE INTERSECTION OF PIRATES BLUFF ROAD
 BC1493'AND WATER ROAD, 30.4 FEET EAST OF THE CENTERLINE OF WATER ROAD, 19
 BC1493'FEET NORTH OF THE CENTERLINE OF A DIRT DRIVE LEADING TO THE RESIDENCE
 BC1493'OF ARTHUR COLEMAN, MARK IS IN A CLUMP OF TREES.
 BC1493
 BC1493                          STATION RECOVERY (1978)
 BC1493
 BC1493'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1493'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1493'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1493'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1493'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.3
 BC1493'MILES TO ITS INTERSECTION WITH WATER ROAD, THENCE NORTH ALONG WATER
 BC1493'ROAD 150 FEET TO A DIRT DRIVE LEADING EAST AND THE MARK. MARK BEARS
 BC1493'153 FEET NORTH-NORTHWEST FROM THE INTERSECTION OF PIRATES BLUFF ROAD
 BC1493'AND WATER ROAD, 30.4 FEET EAST OF THE CENTERLINE OF WATER ROAD, 19
 BC1493'FEET NORTH OF THE CENTERLINE OF A DIRT DRIVE LEADING TO THE RESIDENCE
 BC1493'OF ARTHUR COLEMAN, MARK IS IN A CLUMP OF TREES.
 BC1493
 BC1493                          STATION RECOVERY (1979)
 BC1493
 BC1493'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1493'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1493'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1493'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1493'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.3
 BC1493'MILES TO ITS INTERSECTION WITH WATER ROAD, THENCE NORTH ALONG WATER
 BC1493'ROAD 150 FEET TO A DIRT DRIVE LEADING EAST AND THE MARK. MARK BEARS
 BC1493'153 FEET NORTH-NORTHWEST FROM THE INTERSECTION OF PIRATES BLUFF ROAD
 BC1493'AND WATER ROAD, 30.4 FEET EAST OF THE CENTERLINE OF WATER ROAD, 19
 BC1493'FEET NORTH OF THE CENTERLINE OF A DIRT DRIVE LEADING TO THE RESIDENCE
 BC1493'OF ARTHUR COLEMAN, MARK IS IN A CLUMP OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1492 ***********************************************************************
 BC1492  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1492  DESIGNATION -  872 0051 B TIDAL
 BC1492  PID         -  BC1492
 BC1492  STATE/COUNTY-  FL/NASSAU
 BC1492  USGS QUAD   -  ST MARYS (1993)
 BC1492
 BC1492                         *CURRENT SURVEY CONTROL
 BC1492  ___________________________________________________________________
 BC1492* NAD 83(1986)-  30 38 32.     (N)    081 31 35.     (W)     SCALED    
 BC1492* NAVD 88     -         4.761  (meters)      15.62   (feet)  ADJUSTED  
 BC1492  ___________________________________________________________________
 BC1492  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC1492  DYNAMIC HT  -           4.755 (meters)      15.60  (feet)  COMP
 BC1492  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BC1492
 BC1492  VERT ORDER  -  SECOND    CLASS I
 BC1492
 BC1492.The horizontal coordinates were scaled from a topographic map and have
 BC1492.an estimated accuracy of +/- 6 seconds.
 BC1492
 BC1492.The orthometric height was determined by differential leveling
 BC1492.and adjusted by the National Geodetic Survey in June 1991..
 BC1492
 BC1492.This Tidal Bench Mark is designated as VM 4988
 BC1492.by the Center for Operational Oceanographic Products and Services.
 BC1492
 BC1492.The geoid height was determined by GEOID03.
 BC1492
 BC1492.The dynamic height is computed by dividing the NAVD 88
 BC1492.geopotential number by the normal gravity value computed on the
 BC1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1492.degrees latitude (g = 980.6199 gals.).
 BC1492
 BC1492.The modeled gravity was interpolated from observed gravity values.
 BC1492
 BC1492;                    North         East    Units  Estimated Accuracy
 BC1492;SPC FL E     -   699,180.      149,540.      MT  (+/- 180 meters Scaled)
 BC1492
 BC1492                          SUPERSEDED SURVEY CONTROL
 BC1492
 BC1492  NGVD 29 (09/01/92)    5.105  (m)           16.75   (f) ADJUSTED    2 1
 BC1492
 BC1492.Superseded values are not recommended for survey control.
 BC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1492.See file dsdata.txt to determine how the superseded data were derived.
 BC1492
 BC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP495900(NAD 83)
 BC1492_MARKER: DJ = TIDAL STATION DISK
 BC1492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1492_SP_SET: COPPER-CLAD STEEL ROD
 BC1492_STAMPING: 0051 B 1978
 BC1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1492
 BC1492  HISTORY     - Date     Condition        Report By
 BC1492  HISTORY     - 1978     MONUMENTED       NOS
 BC1492  HISTORY     - 1978     GOOD             FLDNR
 BC1492  HISTORY     - 1978     GOOD             FLDNR
 BC1492  HISTORY     - 1979     GOOD             FLDNR
 BC1492
 BC1492                          STATION DESCRIPTION
 BC1492
 BC1492'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1492'2.45 MI NW FROM O NEIL.
 BC1492'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1492'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1492'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1492'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.2
 BC1492'MILES TO THE MARK ON THE RIGHT. MARK BEARS 368 FEET WEST OF THE
 BC1492'INTERSECTION OF PIRATES BLUFF ROAD AND WATER ROAD, 19 FEET SOUTH OF
 BC1492'THE CENTERLINE OF PIRATES BLUFF ROAD, 12 FEET EAST OF A DIRT DRIVE
 BC1492'LEADING TO THE FIRST WHITE HOUSE ON THE EAST SIDE OF PIRATES BLUFF
 BC1492'ROAD.
 BC1492
 BC1492                          STATION RECOVERY (1978)
 BC1492
 BC1492'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1492'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1492'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1492'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1492'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.2
 BC1492'MILES TO THE MARK ON THE RIGHT. MARK BEARS 368 FEET WEST OF THE
 BC1492'INTERSECTION OF PIRATES BLUFF ROAD AND WATER ROAD, 19 FEET SOUTH OF
 BC1492'THE CENTERLINE OF PIRATES BLUFF ROAD, 12 FEET EAST OF A DIRT DRIVE
 BC1492'LEADING TO THE FIRST WHITE HOUSE ON THE EAST SIDE OF PIRATES BLUFF
 BC1492'ROAD.
 BC1492
 BC1492                          STATION RECOVERY (1979)
 BC1492
 BC1492'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1492'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1492'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1492'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1492'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.2
 BC1492'MILES TO THE MARK ON THE RIGHT. MARK BEARS 368 FEET WEST OF THE
 BC1492'INTERSECTION OF PIRATES BLUFF ROAD AND WATER ROAD, 19 FEET SOUTH OF
 BC1492'THE CENTERLINE OF PIRATES BLUFF ROAD, 12 FEET EAST OF A DIRT DRIVE
 BC1492'LEADING TO THE FIRST WHITE HOUSE ON THE EAST SIDE OF PIRATES BLUFF
 BC1492'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1490 ***********************************************************************
 BC1490  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1490  DESIGNATION -  872 0051 C TIDAL
 BC1490  PID         -  BC1490
 BC1490  STATE/COUNTY-  FL/NASSAU
 BC1490  USGS QUAD   -  ST MARYS (1993)
 BC1490
 BC1490                         *CURRENT SURVEY CONTROL
 BC1490  ___________________________________________________________________
 BC1490* NAD 83(1986)-  30 38 32.     (N)    081 31 48.     (W)     SCALED    
 BC1490* NAVD 88     -         5.657  (meters)      18.56   (feet)  ADJUSTED  
 BC1490  ___________________________________________________________________
 BC1490  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC1490  DYNAMIC HT  -           5.649 (meters)      18.53  (feet)  COMP
 BC1490  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BC1490
 BC1490  VERT ORDER  -  SECOND    CLASS I
 BC1490
 BC1490.The horizontal coordinates were scaled from a topographic map and have
 BC1490.an estimated accuracy of +/- 6 seconds.
 BC1490
 BC1490.The orthometric height was determined by differential leveling
 BC1490.and adjusted by the National Geodetic Survey in June 1991..
 BC1490
 BC1490.This Tidal Bench Mark is designated as VM 4990
 BC1490.by the Center for Operational Oceanographic Products and Services.
 BC1490
 BC1490.The geoid height was determined by GEOID03.
 BC1490
 BC1490.The dynamic height is computed by dividing the NAVD 88
 BC1490.geopotential number by the normal gravity value computed on the
 BC1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1490.degrees latitude (g = 980.6199 gals.).
 BC1490
 BC1490.The modeled gravity was interpolated from observed gravity values.
 BC1490
 BC1490;                    North         East    Units  Estimated Accuracy
 BC1490;SPC FL E     -   699,180.      149,200.      MT  (+/- 180 meters Scaled)
 BC1490
 BC1490                          SUPERSEDED SURVEY CONTROL
 BC1490
 BC1490  NGVD 29 (09/01/92)    6.001  (m)           19.69   (f) ADJUSTED    2 1
 BC1490
 BC1490.Superseded values are not recommended for survey control.
 BC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1490.See file dsdata.txt to determine how the superseded data were derived.
 BC1490
 BC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP492900(NAD 83)
 BC1490_MARKER: DJ = TIDAL STATION DISK
 BC1490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1490_SP_SET: COPPER-CLAD STEEL ROD
 BC1490_STAMPING: 0051 C 1978
 BC1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1490
 BC1490  HISTORY     - Date     Condition        Report By
 BC1490  HISTORY     - 1978     MONUMENTED       NOS
 BC1490  HISTORY     - 1978     GOOD             FLDNR
 BC1490  HISTORY     - 1978     GOOD             FLDNR
 BC1490  HISTORY     - 1979     GOOD             FLDNR
 BC1490
 BC1490                          STATION DESCRIPTION
 BC1490
 BC1490'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1490'2.3 MI NW FROM O MEIL.
 BC1490'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1490'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1490'PROCEED NORTH 1.40 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1490'WITH PIRATES BLUFF ROAD, AND THE MARK ON THE LEFT. MARK BEARS 88.7
 BC1490'FEET SOUTHWEST OF THE INTERSECTION, 42.7 FEET WEST OF THE CENTERLINE
 BC1490'OF COUNTY ROAD C 107, 4 FEET SOUTHWEST OF A TELEPHONE POLE.
 BC1490
 BC1490                          STATION RECOVERY (1978)
 BC1490
 BC1490'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1490'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1490'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1490'PROCEED NORTH 1.40 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1490'WITH PIRATES BLUFF ROAD, AND THE MARK ON THE LEFT. MARK BEARS 88.7
 BC1490'FEET SOUTHWEST OF THE INTERSECTION, 42.7 FEET WEST OF THE CENTERLINE
 BC1490'OF COUNTY ROAD C 107, 4 FEET SOUTHWEST OF A TELEPHONE POLE.
 BC1490
 BC1490                          STATION RECOVERY (1979)
 BC1490
 BC1490'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1490'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1490'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1490'PROCEED NORTH 1.40 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1490'WITH PIRATES BLUFF ROAD, AND THE MARK ON THE LEFT. MARK BEARS 88.7
 BC1490'FEET SOUTHWEST OF THE INTERSECTION, 42.7 FEET WEST OF THE CENTERLINE
 BC1490'OF COUNTY ROAD C 107, 4 FEET SOUTHWEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1489 ***********************************************************************
 BC1489  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1489  DESIGNATION -  872 0051 D TIDAL
 BC1489  PID         -  BC1489
 BC1489  STATE/COUNTY-  FL/NASSAU
 BC1489  USGS QUAD   -  ST MARYS (1993)
 BC1489
 BC1489                         *CURRENT SURVEY CONTROL
 BC1489  ___________________________________________________________________
 BC1489* NAD 83(1986)-  30 38 05.     (N)    081 31 39.     (W)     SCALED    
 BC1489* NAVD 88     -         2.686  (meters)       8.81   (feet)  ADJUSTED  
 BC1489  ___________________________________________________________________
 BC1489  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC1489  DYNAMIC HT  -           2.682 (meters)       8.80  (feet)  COMP
 BC1489  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BC1489
 BC1489  VERT ORDER  -  SECOND    CLASS I
 BC1489
 BC1489.The horizontal coordinates were scaled from a topographic map and have
 BC1489.an estimated accuracy of +/- 6 seconds.
 BC1489
 BC1489.The orthometric height was determined by differential leveling
 BC1489.and adjusted by the National Geodetic Survey in June 1991..
 BC1489
 BC1489.This Tidal Bench Mark is designated as VM 4989
 BC1489.by the Center for Operational Oceanographic Products and Services.
 BC1489
 BC1489.The geoid height was determined by GEOID03.
 BC1489
 BC1489.The dynamic height is computed by dividing the NAVD 88
 BC1489.geopotential number by the normal gravity value computed on the
 BC1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1489.degrees latitude (g = 980.6199 gals.).
 BC1489
 BC1489.The modeled gravity was interpolated from observed gravity values.
 BC1489
 BC1489;                    North         East    Units  Estimated Accuracy
 BC1489;SPC FL E     -   698,350.      149,430.      MT  (+/- 180 meters Scaled)
 BC1489
 BC1489                          SUPERSEDED SURVEY CONTROL
 BC1489
 BC1489  NGVD 29 (09/01/92)    3.030  (m)            9.94   (f) ADJUSTED    2 1
 BC1489
 BC1489.Superseded values are not recommended for survey control.
 BC1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1489.See file dsdata.txt to determine how the superseded data were derived.
 BC1489
 BC1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP494892(NAD 83)
 BC1489_MARKER: DJ = TIDAL STATION DISK
 BC1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1489_SP_SET: CONCRETE BRIDGE HEADWALL
 BC1489_STAMPING: 0051 D 1978
 BC1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1489
 BC1489  HISTORY     - Date     Condition        Report By
 BC1489  HISTORY     - 1978     MONUMENTED       NOS
 BC1489  HISTORY     - 1978     GOOD             FLDNR
 BC1489  HISTORY     - 1978     GOOD             FLDNR
 BC1489  HISTORY     - 1979     GOOD             FLDNR
 BC1489
 BC1489                          STATION DESCRIPTION
 BC1489
 BC1489'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1489'1.8 MI NW FROM O NEIL.
 BC1489'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1489'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1489'PROCEED NORTH ALONG COUNTY ROAD C 107
 BC1489'PROCEED NORTH 0.9 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1489'LEFT. MARK BEARS 15.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD C
 BC1489'107, 0.45 MILES SOUTH OF THE INTERSECTION OF PIRATES BLUFF ROAD AND
 BC1489'COUNTY ROAD C 107.
 BC1489
 BC1489                          STATION RECOVERY (1978)
 BC1489
 BC1489'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1489'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1489'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1489'PROCEED NORTH 0.9 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1489'LEFT. MARK BEARS 15.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD C
 BC1489'107, 0.45 MILES SOUTH OF THE INTERSECTION OF PIRATES BLUFF ROAD AND
 BC1489'COUNTY ROAD C 107.
 BC1489
 BC1489                          STATION RECOVERY (1979)
 BC1489
 BC1489'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1489'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1489'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1489'PROCEED NORTH 0.9 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1489'LEFT. MARK BEARS 15.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD C
 BC1489'107, 0.45 MILES SOUTH OF THE INTERSECTION OF PIRATES BLUFF ROAD AND
 BC1489'COUNTY ROAD C 107.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1491 ***********************************************************************
 BC1491  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1491  DESIGNATION -  872 0051 E TIDAL
 BC1491  PID         -  BC1491
 BC1491  STATE/COUNTY-  FL/NASSAU
 BC1491  USGS QUAD   -  ST MARYS (1993)
 BC1491
 BC1491                         *CURRENT SURVEY CONTROL
 BC1491  ___________________________________________________________________
 BC1491* NAD 83(1986)-  30 38 56.     (N)    081 31 46.     (W)     SCALED    
 BC1491* NAVD 88     -         5.387  (meters)      17.67   (feet)  ADJUSTED  
 BC1491  ___________________________________________________________________
 BC1491  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC1491  DYNAMIC HT  -           5.380 (meters)      17.65  (feet)  COMP
 BC1491  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 BC1491
 BC1491  VERT ORDER  -  SECOND    CLASS I
 BC1491
 BC1491.The horizontal coordinates were scaled from a topographic map and have
 BC1491.an estimated accuracy of +/- 6 seconds.
 BC1491
 BC1491.The orthometric height was determined by differential leveling
 BC1491.and adjusted by the National Geodetic Survey in June 1991..
 BC1491
 BC1491.This Tidal Bench Mark is designated as VM 4991
 BC1491.by the Center for Operational Oceanographic Products and Services.
 BC1491
 BC1491.The geoid height was determined by GEOID03.
 BC1491
 BC1491.The dynamic height is computed by dividing the NAVD 88
 BC1491.geopotential number by the normal gravity value computed on the
 BC1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1491.degrees latitude (g = 980.6199 gals.).
 BC1491
 BC1491.The modeled gravity was interpolated from observed gravity values.
 BC1491
 BC1491;                    North         East    Units  Estimated Accuracy
 BC1491;SPC FL E     -   699,920.      149,250.      MT  (+/- 180 meters Scaled)
 BC1491
 BC1491                          SUPERSEDED SURVEY CONTROL
 BC1491
 BC1491  NGVD 29 (09/01/92)    5.731  (m)           18.80   (f) ADJUSTED    2 1
 BC1491
 BC1491.Superseded values are not recommended for survey control.
 BC1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1491.See file dsdata.txt to determine how the superseded data were derived.
 BC1491
 BC1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP492908(NAD 83)
 BC1491_MARKER: DJ = TIDAL STATION DISK
 BC1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1491_SP_SET: CONCRETE STEPS
 BC1491_STAMPING: 0051 E 1978
 BC1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1491
 BC1491  HISTORY     - Date     Condition        Report By
 BC1491  HISTORY     - 1978     MONUMENTED       NOS
 BC1491  HISTORY     - 1978     GOOD             FLDNR
 BC1491  HISTORY     - 1978     GOOD             FLDNR
 BC1491  HISTORY     - 1979     GOOD             FLDNR
 BC1491  HISTORY     - 20021222 MARK NOT FOUND   FLDEP
 BC1491
 BC1491                          STATION DESCRIPTION
 BC1491
 BC1491'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1491'2.6 MI NW FROM O NEIL.
 BC1491'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1491'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1491'PROCEED NORTH 1.7 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1491'RIGHT. MARK BEARS 115 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 BC1491'C 107, 12.5 FEET NORTHWEST OF THE CENTER OF THE DOUBLE DOORS TO A
 BC1491'CHURCH, 61.5 FEET EAST OF THE BLACKROCK BAPTIST CHURCH SIGN.
 BC1491
 BC1491                          STATION RECOVERY (1978)
 BC1491
 BC1491'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1491'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1491'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1491'PROCEED NORTH 1.7 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1491'RIGHT. MARK BEARS 115 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 BC1491'C 107, 12.5 FEET NORTHWEST OF THE CENTER OF THE DOUBLE DOORS TO A
 BC1491'CHURCH, 61.5 FEET EAST OF THE BLACKROCK BAPTIST CHURCH SIGN.
 BC1491
 BC1491                          STATION RECOVERY (1979)
 BC1491
 BC1491'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1491'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1491'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1491'PROCEED NORTH 1.7 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1491'RIGHT. MARK BEARS 115 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 BC1491'C 107, 12.5 FEET NORTHWEST OF THE CENTER OF THE DOUBLE DOORS TO A
 BC1491'CHURCH, 61.5 FEET EAST OF THE BLACKROCK BAPTIST CHURCH SIGN.
 BC1491
 BC1491                          STATION RECOVERY (2002)
 BC1491
 BC1491'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1491'SEARCHED FOR, NOT FOUND.  MAY HAVE BEEN COVERED BY CHURCH REMODELING
 BC1491'PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1603 ***********************************************************************
 BC1603  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1603  DESIGNATION -  872 0058 A TIDAL
 BC1603  PID         -  BC1603
 BC1603  STATE/COUNTY-  FL/NASSAU
 BC1603  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1603
 BC1603                         *CURRENT SURVEY CONTROL
 BC1603  ___________________________________________________________________
 BC1603* NAD 83(1986)-  30 37 51.     (N)    081 28 35.     (W)     SCALED    
 BC1603* NAVD 88     -         1.453  (meters)       4.77   (feet)  ADJUSTED  
 BC1603  ___________________________________________________________________
 BC1603  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BC1603  DYNAMIC HT  -           1.451 (meters)       4.76  (feet)  COMP
 BC1603  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 BC1603
 BC1603  VERT ORDER  -  SECOND    CLASS I
 BC1603
 BC1603.The horizontal coordinates were scaled from a topographic map and have
 BC1603.an estimated accuracy of +/- 6 seconds.
 BC1603
 BC1603.The orthometric height was determined by differential leveling
 BC1603.and adjusted by the National Geodetic Survey in June 1991..
 BC1603
 BC1603.This Tidal Bench Mark is designated as VM 4995
 BC1603.by the Center for Operational Oceanographic Products and Services.
 BC1603
 BC1603.The geoid height was determined by GEOID03.
 BC1603
 BC1603.The dynamic height is computed by dividing the NAVD 88
 BC1603.geopotential number by the normal gravity value computed on the
 BC1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1603.degrees latitude (g = 980.6199 gals.).
 BC1603
 BC1603.The modeled gravity was interpolated from observed gravity values.
 BC1603
 BC1603;                    North         East    Units  Estimated Accuracy
 BC1603;SPC FL E     -   697,890.      154,330.      MT  (+/- 180 meters Scaled)
 BC1603
 BC1603                          SUPERSEDED SURVEY CONTROL
 BC1603
 BC1603  NGVD 29 (09/01/92)    1.798  (m)            5.90   (f) ADJUSTED    2 1
 BC1603
 BC1603.Superseded values are not recommended for survey control.
 BC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1603.See file dsdata.txt to determine how the superseded data were derived.
 BC1603
 BC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP543887(NAD 83)
 BC1603_MARKER: DJ = TIDAL STATION DISK
 BC1603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1603_SP_SET: COPPER-CLAD STEEL ROD
 BC1603_STAMPING: 0058 A 1977
 BC1603_MARK LOGO: NOS   
 BC1603_PROJECTION: PROJECTING 3 CENTIMETERS
 BC1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1603_ROD/PIPE-DEPTH: 7.32 meters
 BC1603
 BC1603  HISTORY     - Date     Condition        Report By
 BC1603  HISTORY     - 1977     MONUMENTED       NOS
 BC1603  HISTORY     - 1978     GOOD             FLDNR
 BC1603  HISTORY     - 1985     GOOD             FLDNR
 BC1603
 BC1603                          STATION DESCRIPTION
 BC1603
 BC1603'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1603'3 MI SW FROM FERNANDINA BEACH.
 BC1603'BEGIN AT THE SEABOARD COAST LINE RAILROAD AT FERNANDINA BEACH, PROCEED
 BC1603'SOUTHWEST ALONG THE RAILROAD FOR 3 MILES TO THE AMELIA ISLAND MARINA
 BC1603'AND THE MARK, 9.6 FEET EAST OF A FENCE POST LOCATED ON THE EAST SIDE
 BC1603'OF THE ENTRANCE TO THE MARINA, 32.7 FEET EAST OF A LIGHT POLE LOCATED
 BC1603'ON THE EAST SIDE OF THE DRIVE LEADING TO THE MARINA, 84.6 FEET SOUTH
 BC1603'WEST OF THE CORNER OF A HOUSE, 0.5 MILE EAST OF THE EAST END OF THE
 BC1603'RAILROAD BRIDGE OVER KINGSLEY CREEK.
 BC1603'THE MARK IS 0.5 FT  N FROM A WITNESS POST.
 BC1603'THE MARK IS ABOVE LEVEL WITH GROUND.
 BC1603
 BC1603                          STATION RECOVERY (1985)
 BC1603
 BC1603'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2474 ***********************************************************************
 BC2474  DESIGNATION -  872 0058 A TIDAL
 BC2474  PID         -  BC2474
 BC2474  STATE/COUNTY-  FL/NASSAU
 BC2474  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2474
 BC2474                         *CURRENT SURVEY CONTROL
 BC2474  ___________________________________________________________________
 BC2474* NAD 83(1986)-  30 37 39.     (N)    081 29 04.     (W)     SCALED    
 BC2474* NAVD 88     -         2.882  (meters)       9.46   (feet)  ADJUSTED  
 BC2474  ___________________________________________________________________
 BC2474  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC2474  DYNAMIC HT  -           2.878 (meters)       9.44  (feet)  COMP
 BC2474  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BC2474
 BC2474  VERT ORDER  -  SECOND    CLASS I
 BC2474
 BC2474.The horizontal coordinates were scaled from a topographic map and have
 BC2474.an estimated accuracy of +/- 6 seconds.
 BC2474
 BC2474.The orthometric height was determined by differential leveling
 BC2474.and adjusted by the National Geodetic Survey in June 1991..
 BC2474
 BC2474.The geoid height was determined by GEOID03.
 BC2474
 BC2474.The dynamic height is computed by dividing the NAVD 88
 BC2474.geopotential number by the normal gravity value computed on the
 BC2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2474.degrees latitude (g = 980.6199 gals.).
 BC2474
 BC2474.The modeled gravity was interpolated from observed gravity values.
 BC2474
 BC2474;                    North         East    Units  Estimated Accuracy
 BC2474;SPC FL E     -   697,530.      153,560.      MT  (+/- 180 meters Scaled)
 BC2474
 BC2474                          SUPERSEDED SURVEY CONTROL
 BC2474
 BC2474  NGVD 29 (09/01/92)    3.233  (m)           10.61   (f) ADJUSTED    2 1
 BC2474
 BC2474.Superseded values are not recommended for survey control.
 BC2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2474.See file dsdata.txt to determine how the superseded data were derived.
 BC2474
 BC2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP535884(NAD 83)
 BC2474_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2474_SP_SET: STAINLESS STEEL ROD
 BC2474_STAMPING: 0058 A 1982
 BC2474_MARK LOGO: LOCSUR
 BC2474_PROJECTION: PROJECTING 10 CENTIMETERS
 BC2474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2474_ROD/PIPE-DEPTH: 19.8 meters
 BC2474
 BC2474  HISTORY     - Date     Condition        Report By
 BC2474  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2474  HISTORY     - 1985     GOOD             FLDNR
 BC2474  HISTORY     - 20021105 MARK NOT FOUND   FLDEP
 BC2474
 BC2474                          STATION DESCRIPTION
 BC2474
 BC2474'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2474'4.1 MI SW FROM FERNANDINA BEACH.
 BC2474'THE MARK IS LOCATED AT THE STATE ROAD A1A BRIDGE OVER KINGSLEY CREEK
 BC2474'(INTRACOASTAL WATERWAY), ON THE WEST SIDE OF THE CREEK, UNDER THE
 BC2474'BRIDGE, 203 FEET SOUTH OF THE SOUTHWEST CORNER OF THE DOWN UNDER
 BC2474'RESTAURANT, 184 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BC2474'CORRUGATED BUILDING, AND 5 FEET SOUTH OF THE NORTHERN ROUND CONCRETE
 BC2474'PILE OF THE NORTH SPAN OF THE BRIDGE.
 BC2474
 BC2474                          STATION RECOVERY (2002)
 BC2474
 BC2474'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2474'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1602 ***********************************************************************
 BC1602  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1602  DESIGNATION -  872 0058 B TIDAL
 BC1602  PID         -  BC1602
 BC1602  STATE/COUNTY-  FL/NASSAU
 BC1602  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1602
 BC1602                         *CURRENT SURVEY CONTROL
 BC1602  ___________________________________________________________________
 BC1602* NAD 83(1986)-  30 37 53.     (N)    081 28 37.     (W)     SCALED    
 BC1602* NAVD 88     -         1.894  (meters)       6.21   (feet)  ADJUSTED  
 BC1602  ___________________________________________________________________
 BC1602  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BC1602  DYNAMIC HT  -           1.892 (meters)       6.21  (feet)  COMP
 BC1602  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 BC1602
 BC1602  VERT ORDER  -  SECOND    CLASS I
 BC1602
 BC1602.The horizontal coordinates were scaled from a topographic map and have
 BC1602.an estimated accuracy of +/- 6 seconds.
 BC1602
 BC1602.The orthometric height was determined by differential leveling
 BC1602.and adjusted by the National Geodetic Survey in June 1991..
 BC1602
 BC1602.This Tidal Bench Mark is designated as VM 4996
 BC1602.by the Center for Operational Oceanographic Products and Services.
 BC1602
 BC1602.The geoid height was determined by GEOID03.
 BC1602
 BC1602.The dynamic height is computed by dividing the NAVD 88
 BC1602.geopotential number by the normal gravity value computed on the
 BC1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1602.degrees latitude (g = 980.6199 gals.).
 BC1602
 BC1602.The modeled gravity was interpolated from observed gravity values.
 BC1602
 BC1602;                    North         East    Units  Estimated Accuracy
 BC1602;SPC FL E     -   697,960.      154,280.      MT  (+/- 180 meters Scaled)
 BC1602
 BC1602                          SUPERSEDED SURVEY CONTROL
 BC1602
 BC1602  NGVD 29 (09/01/92)    2.239  (m)            7.35   (f) ADJUSTED    2 1
 BC1602
 BC1602.Superseded values are not recommended for survey control.
 BC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1602.See file dsdata.txt to determine how the superseded data were derived.
 BC1602
 BC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP542888(NAD 83)
 BC1602_MARKER: DJ = TIDAL STATION DISK
 BC1602_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC1602+WITH SETTING: PAVEMENT
 BC1602_SP_SET: CONCRETE BASE
 BC1602_STAMPING: 0058 B 1977
 BC1602_MARK LOGO: NOS   
 BC1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1602+STABILITY: SURFACE MOTION
 BC1602
 BC1602  HISTORY     - Date     Condition        Report By
 BC1602  HISTORY     - 1977     MONUMENTED       NOS
 BC1602  HISTORY     - 1978     GOOD             FLDNR
 BC1602  HISTORY     - 1985     GOOD             FLDNR
 BC1602  HISTORY     - 20021105 MARK NOT FOUND   FLDEP
 BC1602
 BC1602                          STATION DESCRIPTION
 BC1602
 BC1602'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1602'3 MI SW FROM FERNANDINA BEACH.
 BC1602'BEGIN AT THE SEABOARD COAST LINE RAILROAD AT FERNANDINA BEACH, PROCEED
 BC1602'SOUTHWEST ALONG THE RAILROAD FOR 3 MILES TO THE AMELIA ISLAND MARINA
 BC1602'AND THE MARK, 0.5 MILE EAST OF THE EAST END OF THE RAILROAD BRIDGE
 BC1602'OVER KINGSLEY CREEK, 0.6 FOOT SOUTH OF A STANDARD OIL COMPANY SIGN,
 BC1602'6.4 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN SHED, 35.5 FEET
 BC1602'NORTHEAST OF THE SOUTHERN MOST CORNER OF A YACHT BASIN.
 BC1602'THE MARK IS ABOVE LEVEL WITH CONCRETE SIGN BASE.
 BC1602
 BC1602                          STATION RECOVERY (1985)
 BC1602
 BC1602'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1602'RECOVERED IN GOOD CONDITION.
 BC1602
 BC1602                          STATION RECOVERY (2002)
 BC1602
 BC1602'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1602'SEARCHED FOR, NOT FOUND.  AREA CHANGED DUE TO EXCAVATION AND
 BC1602'IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2475 ***********************************************************************
 BC2475  DESIGNATION -  872 0058 B TIDAL
 BC2475  PID         -  BC2475
 BC2475  STATE/COUNTY-  FL/NASSAU
 BC2475  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2475
 BC2475                         *CURRENT SURVEY CONTROL
 BC2475  ___________________________________________________________________
 BC2475* NAD 83(1986)-  30 37 39.     (N)    081 29 03.     (W)     SCALED    
 BC2475* NAVD 88     -         2.994  (meters)       9.82   (feet)  ADJUSTED  
 BC2475  ___________________________________________________________________
 BC2475  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC2475  DYNAMIC HT  -           2.990 (meters)       9.81  (feet)  COMP
 BC2475  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BC2475
 BC2475  VERT ORDER  -  SECOND    CLASS I
 BC2475
 BC2475.The horizontal coordinates were scaled from a topographic map and have
 BC2475.an estimated accuracy of +/- 6 seconds.
 BC2475
 BC2475.The orthometric height was determined by differential leveling
 BC2475.and adjusted by the National Geodetic Survey in June 1991..
 BC2475
 BC2475.The geoid height was determined by GEOID03.
 BC2475
 BC2475.The dynamic height is computed by dividing the NAVD 88
 BC2475.geopotential number by the normal gravity value computed on the
 BC2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2475.degrees latitude (g = 980.6199 gals.).
 BC2475
 BC2475.The modeled gravity was interpolated from observed gravity values.
 BC2475
 BC2475;                    North         East    Units  Estimated Accuracy
 BC2475;SPC FL E     -   697,530.      153,580.      MT  (+/- 180 meters Scaled)
 BC2475
 BC2475                          SUPERSEDED SURVEY CONTROL
 BC2475
 BC2475  NGVD 29 (09/01/92)    3.345  (m)           10.97   (f) ADJUSTED    2 1
 BC2475
 BC2475.Superseded values are not recommended for survey control.
 BC2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2475.See file dsdata.txt to determine how the superseded data were derived.
 BC2475
 BC2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP536884(NAD 83)
 BC2475_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2475_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC2475+WITH SETTING: PAVEMENT
 BC2475_SP_SET: CONCRETE BASE
 BC2475_STAMPING: 0058 B 1982
 BC2475_MARK LOGO: LOCSUR
 BC2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2475+STABILITY: SURFACE MOTION
 BC2475
 BC2475  HISTORY     - Date     Condition        Report By
 BC2475  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2475  HISTORY     - 1985     GOOD             FLDNR
 BC2475
 BC2475                          STATION DESCRIPTION
 BC2475
 BC2475'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2475'4.1 MI SW FROM FERNANDINA BEACH.
 BC2475'THE MARK IS LOCATED AT THE STATE ROAD A1A BRIDGE OVER KINGSLEY CREEK
 BC2475'(INTRACOASTAL WATERWAY), ON THE WEST SIDE OF THE CREEK, SET IN THE
 BC2475'SOUTH CORNER OF THE SOUTH CONCRETE FOOT FOR AN ELECTRICAL
 BC2475'TRANSMISSION TOWER (FIRST TOWER WEST OF CREEK), 70 FEET WEST OF THE
 BC2475'SHORELINE OF KINGSLEY CREEK, 103 FEET SOUTH OF THE CENTERLINE OF THE
 BC2475'SOUTH SPAN OF A1A, AND 117 FEET SOUTH-SOUTHWEST OF THE ROUND SOUTHERN
 BC2475'BRIDGE PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2472 ***********************************************************************
 BC2472  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2472  DESIGNATION -  872 0058 C TIDAL
 BC2472  PID         -  BC2472
 BC2472  STATE/COUNTY-  FL/NASSAU
 BC2472  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2472
 BC2472                         *CURRENT SURVEY CONTROL
 BC2472  ___________________________________________________________________
 BC2472* NAD 83(1986)-  30 37 46.     (N)    081 28 49.     (W)     SCALED    
 BC2472* NAVD 88     -        13.389  (meters)      43.93   (feet)  ADJUSTED  
 BC2472  ___________________________________________________________________
 BC2472  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BC2472  DYNAMIC HT  -          13.372 (meters)      43.87  (feet)  COMP
 BC2472  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 BC2472
 BC2472  VERT ORDER  -  FIRST     CLASS II
 BC2472
 BC2472.The horizontal coordinates were scaled from a topographic map and have
 BC2472.an estimated accuracy of +/- 6 seconds.
 BC2472
 BC2472.The orthometric height was determined by differential leveling
 BC2472.and adjusted by the National Geodetic Survey in May 1994..
 BC2472
 BC2472.This Tidal Bench Mark is designated as VM 4997
 BC2472.by the Center for Operational Oceanographic Products and Services.
 BC2472
 BC2472.The geoid height was determined by GEOID03.
 BC2472
 BC2472.The dynamic height is computed by dividing the NAVD 88
 BC2472.geopotential number by the normal gravity value computed on the
 BC2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2472.degrees latitude (g = 980.6199 gals.).
 BC2472
 BC2472.The modeled gravity was interpolated from observed gravity values.
 BC2472
 BC2472;                    North         East    Units  Estimated Accuracy
 BC2472;SPC FL E     -   697,740.      153,960.      MT  (+/- 180 meters Scaled)
 BC2472
 BC2472                          SUPERSEDED SURVEY CONTROL
 BC2472
 BC2472  NAVD 88 (06/15/91)   13.399  (m)           43.96   (f) UNKNOWN     1 2
 BC2472  NGVD 29 (09/01/92)   13.742  (m)           45.09   (f) ADJUSTED    1 2
 BC2472
 BC2472.Superseded values are not recommended for survey control.
 BC2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2472.See file dsdata.txt to determine how the superseded data were derived.
 BC2472
 BC2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP539886(NAD 83)
 BC2472_MARKER: DJ = TIDAL STATION DISK
 BC2472_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2472_SP_SET: ABUTMENT
 BC2472_STAMPING: 0058 C
 BC2472_MARK LOGO: FLDT  
 BC2472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC2472+STABILITY: POSITION/ELEVATION WELL
 BC2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2472+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1991
 BC2472
 BC2472  HISTORY     - Date     Condition        Report By
 BC2472  HISTORY     - UNK      MONUMENTED       FLDT
 BC2472  HISTORY     - 1985     GOOD             FLDNR
 BC2472  HISTORY     - 19910425 GOOD             NGS
 BC2472
 BC2472                          STATION DESCRIPTION
 BC2472
 BC2472'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2472'4 MI SW FROM FERNANDINA BEACH.
 BC2472'THE MARK IS 3 FT ABOVE ROAD.
 BC2472'THE MARK IS AT THE NORTHEAST END OF THE STATE ROAD A1A BRIDGE OVER
 BC2472'KINGSLEY CREEK (INTRACOASTAL WATERWAY), 23.6 FEET NORTHWEST OF THE
 BC2472'CENTERLINE OF THE WESTBOUND LANE OF A1A, 7.2 FEET SOUTHWEST OF THE
 BC2472'NORTHEAST END OF THE GUARDRAIL, AND 0.75 FOOT NORTHEAST OF THE BRIDGE
 BC2472'ABUTMENT.
 BC2472
 BC2472                          STATION RECOVERY (1991)
 BC2472
 BC2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2472'6.0 KM (3.7 MI) SOUTHERLY ALONG STATE HIGHWAY A1A FROM THE
 BC2472'INTERSECTION OF CENTRE STREET IN FERNANDINA BEACH, IN TOP OF AND 0.2
 BC2472'M (0.7 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 BC2472'THE WESTBOUND HIGHWAY BRIDGE SPANNING KINGSLEY CREEK, 7.0 M (23.0 FT)
 BC2472'NORTH OF THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL
 BC2472'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2476 ***********************************************************************
 BC2476  DESIGNATION -  872 0058 C TIDAL
 BC2476  PID         -  BC2476
 BC2476  STATE/COUNTY-  FL/NASSAU
 BC2476  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2476
 BC2476                         *CURRENT SURVEY CONTROL
 BC2476  ___________________________________________________________________
 BC2476* NAD 83(1986)-  30 37 39.     (N)    081 29 03.     (W)     SCALED    
 BC2476* NAVD 88     -         1.592  (meters)       5.22   (feet)  ADJUSTED  
 BC2476  ___________________________________________________________________
 BC2476  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC2476  DYNAMIC HT  -           1.590 (meters)       5.22  (feet)  COMP
 BC2476  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BC2476
 BC2476  VERT ORDER  -  SECOND    CLASS I
 BC2476
 BC2476.The horizontal coordinates were scaled from a topographic map and have
 BC2476.an estimated accuracy of +/- 6 seconds.
 BC2476
 BC2476.The orthometric height was determined by differential leveling
 BC2476.and adjusted by the National Geodetic Survey in June 1991..
 BC2476
 BC2476.The geoid height was determined by GEOID03.
 BC2476
 BC2476.The dynamic height is computed by dividing the NAVD 88
 BC2476.geopotential number by the normal gravity value computed on the
 BC2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2476.degrees latitude (g = 980.6199 gals.).
 BC2476
 BC2476.The modeled gravity was interpolated from observed gravity values.
 BC2476
 BC2476;                    North         East    Units  Estimated Accuracy
 BC2476;SPC FL E     -   697,530.      153,580.      MT  (+/- 180 meters Scaled)
 BC2476
 BC2476                          SUPERSEDED SURVEY CONTROL
 BC2476
 BC2476  NGVD 29 (09/01/92)    1.943  (m)            6.37   (f) ADJUSTED    2 1
 BC2476
 BC2476.Superseded values are not recommended for survey control.
 BC2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2476.See file dsdata.txt to determine how the superseded data were derived.
 BC2476
 BC2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP536884(NAD 83)
 BC2476_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2476_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC2476+WITH SETTING: PAVEMENT
 BC2476_SP_SET: CONCRETE BASE
 BC2476_STAMPING: 0058 C 1982
 BC2476_MARK LOGO: LOCSUR
 BC2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2476+STABILITY: SURFACE MOTION
 BC2476
 BC2476  HISTORY     - Date     Condition        Report By
 BC2476  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2476  HISTORY     - 1985     GOOD             FLDNR
 BC2476
 BC2476                          STATION DESCRIPTION
 BC2476
 BC2476'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2476'4.1 MI SW FROM FERNANDINA BEACH.
 BC2476'THE MARK IS LOCATED AT THE STATE ROAD A1A BRIDGE OVER KINGSLEY CREEK
 BC2476'(INTRACOASTAL WATERWAY), ON THE WEST SIDE OF THE CREEK, SET IN THE
 BC2476'EAST CORNER OF THE EAST CONCRETE FOOT FOR A POWER TRANSMISSION TOWER
 BC2476'(SECOND TOWER WEST OF KINGSLEY CREEK), 107 FEET SOUTH OF THE
 BC2476'CENTERLINE OF THE SOUTH SPAN OF A1A, 49.5 FEET SOUTH OF THE
 BC2476'CENTERLINE OF THE DIRT ROAD TO THE DOWN UNDER RESTAURANT, AND 26 FEET
 BC2476'NORTH- NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0188 ***********************************************************************
 BC0188  DESIGNATION -  872 0061 TIDAL 1
 BC0188  PID         -  BC0188
 BC0188  STATE/COUNTY-  FL/NASSAU
 BC0188  USGS QUAD   -  AMELIA CITY (1992)
 BC0188
 BC0188                         *CURRENT SURVEY CONTROL
 BC0188  ___________________________________________________________________
 BC0188* NAD 83(1986)-  30 37 12.     (N)    081 26 26.     (W)     SCALED    
 BC0188* NAVD 88     -         5.877  (meters)      19.28   (feet)  ADJUSTED  
 BC0188  ___________________________________________________________________
 BC0188  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BC0188  DYNAMIC HT  -           5.870 (meters)      19.26  (feet)  COMP
 BC0188  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 BC0188
 BC0188  VERT ORDER  -  FIRST     CLASS II
 BC0188
 BC0188.The horizontal coordinates were scaled from a topographic map and have
 BC0188.an estimated accuracy of +/- 6 seconds.
 BC0188
 BC0188.The orthometric height was determined by differential leveling
 BC0188.and adjusted by the National Geodetic Survey in June 1991..
 BC0188
 BC0188.The geoid height was determined by GEOID03.
 BC0188
 BC0188.The dynamic height is computed by dividing the NAVD 88
 BC0188.geopotential number by the normal gravity value computed on the
 BC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0188.degrees latitude (g = 980.6199 gals.).
 BC0188
 BC0188.The modeled gravity was interpolated from observed gravity values.
 BC0188
 BC0188;                    North         East    Units  Estimated Accuracy
 BC0188;SPC FL E     -   696,680.      157,760.      MT  (+/- 180 meters Scaled)
 BC0188
 BC0188                          SUPERSEDED SURVEY CONTROL
 BC0188
 BC0188  NGVD 29 (??/??/92)    6.236  (m)           20.46   (f) ADJ UNCH    1 2
 BC0188
 BC0188.Superseded values are not recommended for survey control.
 BC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0188.See file dsdata.txt to determine how the superseded data were derived.
 BC0188
 BC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP577875(NAD 83)
 BC0188_MARKER: DJ = TIDAL STATION DISK
 BC0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0188_SP_SET: STEP
 BC0188_STAMPING: NO 1 1953
 BC0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0188
 BC0188  HISTORY     - Date     Condition        Report By
 BC0188  HISTORY     - 1953     MONUMENTED       CGS
 BC0188  HISTORY     - 1970     GOOD             NGS
 BC0188
 BC0188                          STATION DESCRIPTION
 BC0188
 BC0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0188'4.8 MI SE FROM FERNANDINA BEACH.
 BC0188'ABOUT 4.85 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 BC0188'MASONIC HALL AT FERNANDINA BEACH, ABOUT 0.05 MILE SOUTH OF A
 BC0188'FISHING PIER, ABOUT 1.25 MILE SOUTH OF THE JUNCTION OF STATE
 BC0188'HIGHWAY 105 LEADING WEST, AT THE BLUE MARLIN CABIN COURT, SET
 BC0188'ON THE TOP OF THE WEST END OF THE BOTTOM CONCRETE STEP AT THE
 BC0188'ENTRANCE TO CABIN NUMBER 1 OF THE CABIN COURT, 54 FEET EAST OF
 BC0188'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF
 BC0188'THE HIGHWAY AND 6 INCHES ABOVE THE LEVEL OF THE GROUND.  MARK
 BC0188'MAY BE REACHED FROM AMELIA CITY BY GOING 2.55 MILES NORTHEAST
 BC0188'ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION OF STATE HIGHWAY
 BC0188'105 A TO MARK ON RIGHT.  NOTE-- THE STEP APPEARS TO BE DETACHED
 BC0188'FROM THE BUILDING AND NOT IN VERY GOOD CONDITION.  MARK SHOULD
 BC0188'PROBABLY BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0187 ***********************************************************************
 BC0187  DESIGNATION -  872 0061 TIDAL 2
 BC0187  PID         -  BC0187
 BC0187  STATE/COUNTY-  FL/NASSAU
 BC0187  USGS QUAD   -  AMELIA CITY (1992)
 BC0187
 BC0187                         *CURRENT SURVEY CONTROL
 BC0187  ___________________________________________________________________
 BC0187* NAD 83(1986)-  30 37 14.     (N)    081 26 26.     (W)     SCALED    
 BC0187* NAVD 88     -         6.228  (meters)      20.43   (feet)  ADJUSTED  
 BC0187  ___________________________________________________________________
 BC0187  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BC0187  DYNAMIC HT  -           6.220 (meters)      20.41  (feet)  COMP
 BC0187  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 BC0187
 BC0187  VERT ORDER  -  FIRST     CLASS II
 BC0187
 BC0187.The horizontal coordinates were scaled from a topographic map and have
 BC0187.an estimated accuracy of +/- 6 seconds.
 BC0187
 BC0187.The orthometric height was determined by differential leveling
 BC0187.and adjusted by the National Geodetic Survey in June 1991..
 BC0187
 BC0187.The geoid height was determined by GEOID03.
 BC0187
 BC0187.The dynamic height is computed by dividing the NAVD 88
 BC0187.geopotential number by the normal gravity value computed on the
 BC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0187.degrees latitude (g = 980.6199 gals.).
 BC0187
 BC0187.The modeled gravity was interpolated from observed gravity values.
 BC0187
 BC0187;                    North         East    Units  Estimated Accuracy
 BC0187;SPC FL E     -   696,740.      157,760.      MT  (+/- 180 meters Scaled)
 BC0187
 BC0187                          SUPERSEDED SURVEY CONTROL
 BC0187
 BC0187  NGVD 29 (??/??/92)    6.587  (m)           21.61   (f) ADJ UNCH    1 2
 BC0187
 BC0187.Superseded values are not recommended for survey control.
 BC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0187.See file dsdata.txt to determine how the superseded data were derived.
 BC0187
 BC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP577876(NAD 83)
 BC0187_MARKER: DJ = TIDAL STATION DISK
 BC0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0187_STAMPING: NO2 1953
 BC0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0187+STABILITY: SURFACE MOTION
 BC0187
 BC0187  HISTORY     - Date     Condition        Report By
 BC0187  HISTORY     - 1953     MONUMENTED       CGS
 BC0187  HISTORY     - 1972     GOOD             NGS
 BC0187  HISTORY     - 1975     MARK NOT FOUND   USGS
 BC0187
 BC0187                          STATION DESCRIPTION
 BC0187
 BC0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BC0187'4.6 MI SE FROM FERNANDINA.
 BC0187'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY ALA (EIGHT STREET)
 BC0187'FROM THE JUNCTION OF ATLANTIC AVENUE AT FERNANDINA, THENCE
 BC0187'ABOUT 1.3 MILES EAST ALONG ALTERNATE STATE HIGHWAY A1A, THENCE
 BC0187'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY A1A, 33 FEET WEST
 BC0187'OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS
 BC0187'POST, 50.1 FEET SOUTH OF TELEPHONE POLE AT SE SIDE OF SURF
 BC0187'MOTEL, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 BC0187'TOP OF A CONCRETE FILLED 8-INCH TILE PROJECTING 1 FOOT.
 BC0187
 BC0187                          STATION RECOVERY (1975)
 BC0187
 BC0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BC0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0186 ***********************************************************************
 BC0186  DESIGNATION -  872 0061 TIDAL 3
 BC0186  PID         -  BC0186
 BC0186  STATE/COUNTY-  FL/NASSAU
 BC0186  USGS QUAD   -  AMELIA CITY (1992)
 BC0186
 BC0186                         *CURRENT SURVEY CONTROL
 BC0186  ___________________________________________________________________
 BC0186* NAD 83(1986)-  30 37 17.     (N)    081 26 26.     (W)     SCALED    
 BC0186* NAVD 88     -         5.849  (meters)      19.19   (feet)  ADJUSTED  
 BC0186  ___________________________________________________________________
 BC0186  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BC0186  DYNAMIC HT  -           5.842 (meters)      19.17  (feet)  COMP
 BC0186  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 BC0186
 BC0186  VERT ORDER  -  FIRST     CLASS II
 BC0186
 BC0186.The horizontal coordinates were scaled from a topographic map and have
 BC0186.an estimated accuracy of +/- 6 seconds.
 BC0186
 BC0186.The orthometric height was determined by differential leveling
 BC0186.and adjusted by the National Geodetic Survey in June 1991..
 BC0186
 BC0186.The geoid height was determined by GEOID03.
 BC0186
 BC0186.The dynamic height is computed by dividing the NAVD 88
 BC0186.geopotential number by the normal gravity value computed on the
 BC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0186.degrees latitude (g = 980.6199 gals.).
 BC0186
 BC0186.The modeled gravity was interpolated from observed gravity values.
 BC0186
 BC0186;                    North         East    Units  Estimated Accuracy
 BC0186;SPC FL E     -   696,830.      157,760.      MT  (+/- 180 meters Scaled)
 BC0186
 BC0186                          SUPERSEDED SURVEY CONTROL
 BC0186
 BC0186  NGVD 29 (??/??/92)    6.209  (m)           20.37   (f) ADJ UNCH    1 2
 BC0186
 BC0186.Superseded values are not recommended for survey control.
 BC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0186.See file dsdata.txt to determine how the superseded data were derived.
 BC0186
 BC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP577877(NAD 83)
 BC0186_MARKER: DJ = TIDAL STATION DISK
 BC0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0186_SP_SET: PATIO
 BC0186_STAMPING: NO 3 1953
 BC0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0186
 BC0186  HISTORY     - Date     Condition        Report By
 BC0186  HISTORY     - 1953     MONUMENTED       CGS
 BC0186  HISTORY     - 1970     GOOD             NGS
 BC0186  HISTORY     - 1974     GOOD             NGS
 BC0186
 BC0186                          STATION DESCRIPTION
 BC0186
 BC0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0186'4.7 MI SE FROM FERNANDINA BEACH.
 BC0186'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 BC0186'MASONIC HALL AT FERNANDINA BEACH, ABOUT 1.1 MILES SOUTH OF THE
 BC0186'JUNCTION OF STATE HIGHWAY 105 LEADING WEST FROM THE SEASIDE
 BC0186'HOTEL, 0.1 MILE NORTH OF A FISHING PIER EXTENDING OUT IN THE
 BC0186'OCEAN, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 BC0186'PATIO AT THE REAR OF A RESIDENCE AT 3106 FLETCHER AVENUE, 6.0
 BC0186'FEET NORTH OF THE NORTHEAST CORNER OF THE RESIDENCE, 53 FEET EAST
 BC0186'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE
 BC0186'LEVEL OF THE HIGHWAY.
 BC0186
 BC0186                          STATION RECOVERY (1974)
 BC0186
 BC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1452 ***********************************************************************
 BC1452  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1452  DESIGNATION -  872 0084 D TIDAL
 BC1452  PID         -  BC1452
 BC1452  STATE/COUNTY-  FL/NASSAU
 BC1452  USGS QUAD   -  ITALIA (1992)
 BC1452
 BC1452                         *CURRENT SURVEY CONTROL
 BC1452  ___________________________________________________________________
 BC1452* NAD 83(1986)-  30 35 20.     (N)    081 39 40.     (W)     SCALED    
 BC1452* NAVD 88     -         1.561  (meters)       5.12   (feet)  ADJUSTED  
 BC1452  ___________________________________________________________________
 BC1452  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1452  DYNAMIC HT  -           1.559 (meters)       5.11  (feet)  COMP
 BC1452  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BC1452
 BC1452  VERT ORDER  -  SECOND    CLASS I
 BC1452
 BC1452.The horizontal coordinates were scaled from a topographic map and have
 BC1452.an estimated accuracy of +/- 6 seconds.
 BC1452
 BC1452.The orthometric height was determined by differential leveling
 BC1452.and adjusted by the National Geodetic Survey in June 1991..
 BC1452.WARNING-Repeat measurements at this control monument indicate possible
 BC1452.vertical movement.
 BC1452
 BC1452.This Tidal Bench Mark is designated as VM 5001
 BC1452.by the Center for Operational Oceanographic Products and Services.
 BC1452
 BC1452.The geoid height was determined by GEOID03.
 BC1452
 BC1452.The dynamic height is computed by dividing the NAVD 88
 BC1452.geopotential number by the normal gravity value computed on the
 BC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1452.degrees latitude (g = 980.6199 gals.).
 BC1452
 BC1452.The modeled gravity was interpolated from observed gravity values.
 BC1452
 BC1452;                    North         East    Units  Estimated Accuracy
 BC1452;SPC FL E     -   693,330.      136,600.      MT  (+/- 180 meters Scaled)
 BC1452
 BC1452                          SUPERSEDED SURVEY CONTROL
 BC1452
 BC1452  NGVD 29 (09/01/92)    1.880  (m)            6.17   (f) ADJUSTED    2 1
 BC1452
 BC1452.Superseded values are not recommended for survey control.
 BC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1452.See file dsdata.txt to determine how the superseded data were derived.
 BC1452
 BC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP366842(NAD 83)
 BC1452_MARKER: DJ = TIDAL STATION DISK
 BC1452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1452_SP_SET: COPPER-CLAD STEEL ROD
 BC1452_STAMPING: 0084 D 1978
 BC1452_MARK LOGO: NOS   
 BC1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1452
 BC1452  HISTORY     - Date     Condition        Report By
 BC1452  HISTORY     - 1978     MONUMENTED       NOS
 BC1452  HISTORY     - 1978     GOOD             FLDNR
 BC1452  HISTORY     - 1978     GOOD             FLDNR
 BC1452  HISTORY     - 1985     GOOD             FLDNR
 BC1452  HISTORY     - 20021123 MARK NOT FOUND   FLDEP
 BC1452
 BC1452                          STATION DESCRIPTION
 BC1452
 BC1452'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1452'4.7 MI SW FROM YULEE.
 BC1452'BEGIN AT THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1452'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1452'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 MILES TO DIRT ROAD
 BC1452'NUMBER 25, THENCE EAST ALONG DIRT ROAD NUMBER 25 TO DIRT ROAD
 BC1452'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD 25A, 0.5 MILES TO THE
 BC1452'UPPER NASSAU RIVER, AND THE MARK. MARK BEARS 58 FEET WEST OF THE
 BC1452'INTERSECTION OF DIRT ROAD 25A AND A FIRE LANE, 56 FEET NORTH OF
 BC1452'THE NORTH EDGE OF THE RIVER, 227 FEET WEST OF TIDAL 0084 E. 358
 BC1452'FEET EAST OF TIDAL BOGGY 1.
 BC1452
 BC1452                          STATION RECOVERY (1978)
 BC1452
 BC1452'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1452'BEGIN AT THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1452'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1452'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 MILES TO DIRT ROAD
 BC1452'NUMBER 25, THENCE EAST ALONG DIRT ROAD NUMBER 25 TO DIRT ROAD
 BC1452'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD 25A, 0.5 MILES TO THE
 BC1452'UPPER NASSAU RIVER, AND THE MARK. MARK BEARS 58 FEET WEST OF THE
 BC1452'INTERSECTION OF DIRT ROAD 25A AND A FIRE LANE, 56 FEET NORTH OF
 BC1452'THE NORTH EDGE OF THE RIVER, 227 FEET WEST OF TIDAL 0084 E. AND 358
 BC1452'FEET EAST OF TIDAL BOGGY 1.
 BC1452
 BC1452                          STATION RECOVERY (1985)
 BC1452
 BC1452'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1452'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 BC1452'INTERCHANGE OF INTERSTATE 95 AND STATE ROAD A1A, GO 1.55 MILES WEST
 BC1452'ON A1A TO THE JUNCTION OF EDWARDS ROAD, GO SOUTH AND EAST 2.25 MILES
 BC1452'ON EDWARDS ROAD TO A PRIVATE LOT ON THE RIGHT.
 BC1452
 BC1452                          STATION RECOVERY (2002)
 BC1452
 BC1452'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1452'SEARCHED FOR, NOT FOUND. APPEARS TO FALL UNDER HOUSE AT 330 EDWARDS
 BC1452'ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1456 ***********************************************************************
 BC1456  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1456  DESIGNATION -  872 0084 E TIDAL
 BC1456  PID         -  BC1456
 BC1456  STATE/COUNTY-  FL/NASSAU
 BC1456  USGS QUAD   -  ITALIA (1992)
 BC1456
 BC1456                         *CURRENT SURVEY CONTROL
 BC1456  ___________________________________________________________________
 BC1456* NAD 83(1986)-  30 35 20.     (N)    081 39 38.     (W)     SCALED    
 BC1456* NAVD 88     -         1.304  (meters)       4.28   (feet)  ADJUSTED  
 BC1456  ___________________________________________________________________
 BC1456  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1456  DYNAMIC HT  -           1.303 (meters)       4.27  (feet)  COMP
 BC1456  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BC1456
 BC1456  VERT ORDER  -  SECOND    CLASS I
 BC1456
 BC1456.The horizontal coordinates were scaled from a topographic map and have
 BC1456.an estimated accuracy of +/- 6 seconds.
 BC1456
 BC1456.The orthometric height was determined by differential leveling
 BC1456.and adjusted by the National Geodetic Survey in June 1991..
 BC1456
 BC1456.This Tidal Bench Mark is designated as VM 5002
 BC1456.by the Center for Operational Oceanographic Products and Services.
 BC1456
 BC1456.The geoid height was determined by GEOID03.
 BC1456
 BC1456.The dynamic height is computed by dividing the NAVD 88
 BC1456.geopotential number by the normal gravity value computed on the
 BC1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1456.degrees latitude (g = 980.6199 gals.).
 BC1456
 BC1456.The modeled gravity was interpolated from observed gravity values.
 BC1456
 BC1456;                    North         East    Units  Estimated Accuracy
 BC1456;SPC FL E     -   693,330.      136,650.      MT  (+/- 180 meters Scaled)
 BC1456
 BC1456                          SUPERSEDED SURVEY CONTROL
 BC1456
 BC1456  NGVD 29 (09/01/92)    1.623  (m)            5.32   (f) ADJUSTED    2 1
 BC1456
 BC1456.Superseded values are not recommended for survey control.
 BC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1456.See file dsdata.txt to determine how the superseded data were derived.
 BC1456
 BC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP366842(NAD 83)
 BC1456_MARKER: DJ = TIDAL STATION DISK
 BC1456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1456_SP_SET: COPPER CLAD STEEL ROD
 BC1456_STAMPING: 0084 E 1978
 BC1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1456
 BC1456  HISTORY     - Date     Condition        Report By
 BC1456  HISTORY     - 1978     MONUMENTED       NOS
 BC1456  HISTORY     - 1978     GOOD             FLDNR
 BC1456  HISTORY     - 1978     GOOD             FLDNR
 BC1456  HISTORY     - 20021123 MARK NOT FOUND   FLDEP
 BC1456
 BC1456                          STATION DESCRIPTION
 BC1456
 BC1456'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1456'4.6 MI SW FROM YULEE.
 BC1456'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1456'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO DIRT ROAD
 BC1456'NUMBER 25, PROCEED EAST ALONG DIRT ROAD NUMBER 25, 0.7 MILES TO
 BC1456'DIRT ROAD NUMBER 25A, PROCEED SOUTH ALONG DIRT ROAD NUMBER 25A,
 BC1456'0.5 MILES TO UPPER NASSAU RIVER, AND THE MARK LOCATION. MARK BEARS
 BC1456'169 FEET EAST OF THE INTERSECTION OF DIRT ROAD NUMBER 25A AND A
 BC1456'FIRE LANE, 44 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1456'16 FEET NORTH OF FIRE LANE, 227 FEET EAST OF TIDAL 0084 D.
 BC1456
 BC1456                          STATION RECOVERY (1978)
 BC1456
 BC1456'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1456'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1456'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO DIRT ROAD
 BC1456'NUMBER 25, PROCEED EAST ALONG DIRT ROAD NUMBER 25, 0.7 MILES TO
 BC1456'DIRT ROAD NUMBER 25A, PROCEED SOUTH ALONG DIRT ROAD NUMBER 25A,
 BC1456'0.5 MILES TO UPPER NASSAU RIVER, AND THE MARK LOCATION. MARK BEARS
 BC1456'169 FEET EAST OF THE INTERSECTION OF DIRT ROAD NUMBER 25A AND A
 BC1456'FIRE LANE, 44 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1456'16 FEET NORTH OF FIRE LANE, 227 FEET EAST OF TIDAL 0084 D.
 BC1456
 BC1456                          STATION RECOVERY (2002)
 BC1456
 BC1456'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1456'SEARCHED FOR, NOT FOUND. LOCATION APPEARS TO BE NEAR THE FOUNDATION OF
 BC1456'A PORCH AT 322 EDWARDS ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2459 ***********************************************************************
 BC2459  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2459  DESIGNATION -  872 0084 F TIDAL
 BC2459  PID         -  BC2459
 BC2459  STATE/COUNTY-  FL/NASSAU
 BC2459  USGS QUAD   -  ITALIA (1992)
 BC2459
 BC2459                         *CURRENT SURVEY CONTROL
 BC2459  ___________________________________________________________________
 BC2459* NAD 83(1986)-  30 35 23.     (N)    081 39 42.     (W)     SCALED    
 BC2459* NAVD 88     -         1.729  (meters)       5.67   (feet)  ADJUSTED  
 BC2459  ___________________________________________________________________
 BC2459  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC2459  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 BC2459  MODELED GRAV-     979,381.5   (mgal)                       NAVD 88
 BC2459
 BC2459  VERT ORDER  -  SECOND    CLASS I
 BC2459
 BC2459.The horizontal coordinates were scaled from a topographic map and have
 BC2459.an estimated accuracy of +/- 6 seconds.
 BC2459
 BC2459.The orthometric height was determined by differential leveling
 BC2459.and adjusted by the National Geodetic Survey in June 1991..
 BC2459
 BC2459.This Tidal Bench Mark is designated as VM 5003
 BC2459.by the Center for Operational Oceanographic Products and Services.
 BC2459
 BC2459.The geoid height was determined by GEOID03.
 BC2459
 BC2459.The dynamic height is computed by dividing the NAVD 88
 BC2459.geopotential number by the normal gravity value computed on the
 BC2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2459.degrees latitude (g = 980.6199 gals.).
 BC2459
 BC2459.The modeled gravity was interpolated from observed gravity values.
 BC2459
 BC2459;                    North         East    Units  Estimated Accuracy
 BC2459;SPC FL E     -   693,430.      136,540.      MT  (+/- 180 meters Scaled)
 BC2459
 BC2459                          SUPERSEDED SURVEY CONTROL
 BC2459
 BC2459  NGVD 29 (09/01/92)    2.048  (m)            6.72   (f) ADJUSTED    2 1
 BC2459
 BC2459.Superseded values are not recommended for survey control.
 BC2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2459.See file dsdata.txt to determine how the superseded data were derived.
 BC2459
 BC2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP365843(NAD 83)
 BC2459_MARKER: DJ = TIDAL STATION DISK
 BC2459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2459_SP_SET: STAINLESS STEEL ROD
 BC2459_STAMPING: 0084 F 1984
 BC2459_MARK LOGO: NOS   
 BC2459_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2459_ROD/PIPE-DEPTH: 13.1 meters
 BC2459
 BC2459  HISTORY     - Date     Condition        Report By
 BC2459  HISTORY     - 1984     MONUMENTED       FLDNR
 BC2459  HISTORY     - 20021123 MARK NOT FOUND   FLDEP
 BC2459
 BC2459                          STATION DESCRIPTION
 BC2459
 BC2459'DESCRIBED BY FL DEPT OF NAT RES 1984
 BC2459'7 MI SW FROM YULEE.
 BC2459'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND STATE ROAD A1A, GO 1.55
 BC2459'MILES WEST ON A1A TO THE JUNCTION OF EDWARDS ROAD, GO 2.25 MILES
 BC2459'SOUTH AND EAST ON EDWARDS ROAD TO THE MARK.  THE MARK BEARS 33.3 FEET
 BC2459'SOUTH OF THE CENTERLINE OF EDWARDS ROAD, 4.6 FEET SOUTH-SOUTHWEST OF
 BC2459'A POWER LINE ANCHOR POLE, 54.7 FEET WEST OF AN 18-INCH DIAMETER OAK
 BC2459'TREE, AND 1.8 FEET NORTH OF A WITNESS POST.
 BC2459
 BC2459                          STATION RECOVERY (2002)
 BC2459
 BC2459'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2459'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1453 ***********************************************************************
 BC1453  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1453  DESIGNATION -  872 0084 TIDAL BOGGY 1
 BC1453  PID         -  BC1453
 BC1453  STATE/COUNTY-  FL/NASSAU
 BC1453  USGS QUAD   -  ITALIA (1992)
 BC1453
 BC1453                         *CURRENT SURVEY CONTROL
 BC1453  ___________________________________________________________________
 BC1453* NAD 83(1986)-  30 35 21.     (N)    081 39 45.     (W)     SCALED    
 BC1453* NAVD 88     -         2.103  (meters)       6.90   (feet)  ADJUSTED  
 BC1453  ___________________________________________________________________
 BC1453  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1453  DYNAMIC HT  -           2.101 (meters)       6.89  (feet)  COMP
 BC1453  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BC1453
 BC1453  VERT ORDER  -  SECOND    CLASS I
 BC1453
 BC1453.The horizontal coordinates were scaled from a topographic map and have
 BC1453.an estimated accuracy of +/- 6 seconds.
 BC1453
 BC1453.The orthometric height was determined by differential leveling
 BC1453.and adjusted by the National Geodetic Survey in June 1991..
 BC1453.WARNING-Repeat measurements at this control monument indicate possible
 BC1453.vertical movement.
 BC1453
 BC1453.This Tidal Bench Mark is designated as VM 4998
 BC1453.by the Center for Operational Oceanographic Products and Services.
 BC1453
 BC1453.The geoid height was determined by GEOID03.
 BC1453
 BC1453.The dynamic height is computed by dividing the NAVD 88
 BC1453.geopotential number by the normal gravity value computed on the
 BC1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1453.degrees latitude (g = 980.6199 gals.).
 BC1453
 BC1453.The modeled gravity was interpolated from observed gravity values.
 BC1453
 BC1453;                    North         East    Units  Estimated Accuracy
 BC1453;SPC FL E     -   693,360.      136,460.      MT  (+/- 180 meters Scaled)
 BC1453
 BC1453                          SUPERSEDED SURVEY CONTROL
 BC1453
 BC1453  NGVD 29 (09/01/92)    2.430  (m)            7.97   (f) ADJUSTED    2 1
 BC1453
 BC1453.Superseded values are not recommended for survey control.
 BC1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1453.See file dsdata.txt to determine how the superseded data were derived.
 BC1453
 BC1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP364842(NAD 83)
 BC1453_MARKER: DJ = TIDAL STATION DISK
 BC1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1453_SP_SET: CONCRETE POST
 BC1453_STAMPING: BOGGY NO 1 1935
 BC1453_MARK LOGO: CGS   
 BC1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1453+STABILITY: SURFACE MOTION
 BC1453
 BC1453  HISTORY     - Date     Condition        Report By
 BC1453  HISTORY     - 1935     MONUMENTED       CGS
 BC1453  HISTORY     - 1978     GOOD             FLDNR
 BC1453  HISTORY     - 1978     GOOD             FLDNR
 BC1453  HISTORY     - 1985     GOOD             FLDNR
 BC1453
 BC1453                          STATION DESCRIPTION
 BC1453
 BC1453'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1453'4.7 MI SW FROM YULEE.
 BC1453'BEGIN AT THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1453'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1453'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 MILES TO DIRT ROAD
 BC1453'NUMBER 25, THENCE EAST ALONG DIRT ROAD NUMBER 25 TO DIRT ROAD
 BC1453'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD NUMBER 25A 0.5 MILES
 BC1453'TO UPPER NASSAU RIVER, AND THE MARK. MARK BEARS 420 FEET WEST
 BC1453'OF THE CENTER LINE OF DIRT ROAD NUMBER 25A, 115 EAST OF TIDAL
 BC1453'BOGGY RM 2, 40 FEET NORTH OF THE EDGE OF THE RIVER, 358 FEET
 BC1453'WEST OF TIDAL 0084 D.
 BC1453
 BC1453                          STATION RECOVERY (1978)
 BC1453
 BC1453'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1453'BEGIN AT THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1453'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1453'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 MILES TO DIRT ROAD
 BC1453'NUMBER 25, THENCE EAST ALONG DIRT ROAD NUMBER 25 TO DIRT ROAD
 BC1453'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD NUMBER 25A 0.5 MILES
 BC1453'TO UPPER NASSAU RIVER, AND THE MARK. MARK BEARS 420 FEET WEST
 BC1453'OF THE CENTER LINE OF DIRT ROAD NUMBER 25A, 115 EAST OF TIDAL
 BC1453'BOGGY RM 2, 40 FEET NORTH OF THE EDGE OF THE RIVER, 358 FEET
 BC1453'WEST OF TIDAL 0084 D.
 BC1453
 BC1453                          STATION RECOVERY (1985)
 BC1453
 BC1453'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1453'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 BC1453'INTERCHANGE OF INTERSTATE 95 AND STATE ROAD A1A, GO 1.55 MILES WEST
 BC1453'ON A1A TO THE JUNCTION OF EDWARDS ROAD, GO SOUTH AND EAST 2.25 MILES
 BC1453'ON EDWARDS ROAD TO A PRIVATE LOT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1454 ***********************************************************************
 BC1454  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1454  DESIGNATION -  872 0084 TIDAL BOGGY 2
 BC1454  PID         -  BC1454
 BC1454  STATE/COUNTY-  FL/NASSAU
 BC1454  USGS QUAD   -  ITALIA (1992)
 BC1454
 BC1454                         *CURRENT SURVEY CONTROL
 BC1454  ___________________________________________________________________
 BC1454* NAD 83(1986)-  30 35 21.     (N)    081 39 47.     (W)     SCALED    
 BC1454* NAVD 88     -         2.396  (meters)       7.86   (feet)  ADJUSTED  
 BC1454  ___________________________________________________________________
 BC1454  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1454  DYNAMIC HT  -           2.393 (meters)       7.85  (feet)  COMP
 BC1454  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BC1454
 BC1454  VERT ORDER  -  SECOND    CLASS I
 BC1454
 BC1454.The horizontal coordinates were scaled from a topographic map and have
 BC1454.an estimated accuracy of +/- 6 seconds.
 BC1454
 BC1454.The orthometric height was determined by differential leveling
 BC1454.and adjusted by the National Geodetic Survey in June 1991..
 BC1454
 BC1454.This Tidal Bench Mark is designated as VM 4999
 BC1454.by the Center for Operational Oceanographic Products and Services.
 BC1454
 BC1454.The geoid height was determined by GEOID03.
 BC1454
 BC1454.The dynamic height is computed by dividing the NAVD 88
 BC1454.geopotential number by the normal gravity value computed on the
 BC1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1454.degrees latitude (g = 980.6199 gals.).
 BC1454
 BC1454.The modeled gravity was interpolated from observed gravity values.
 BC1454
 BC1454;                    North         East    Units  Estimated Accuracy
 BC1454;SPC FL E     -   693,370.      136,410.      MT  (+/- 180 meters Scaled)
 BC1454
 BC1454                          SUPERSEDED SURVEY CONTROL
 BC1454
 BC1454  NGVD 29 (09/01/92)    2.715  (m)            8.91   (f) ADJUSTED    2 1
 BC1454
 BC1454.Superseded values are not recommended for survey control.
 BC1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1454.See file dsdata.txt to determine how the superseded data were derived.
 BC1454
 BC1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP364842(NAD 83)
 BC1454_MARKER: DJ = TIDAL STATION DISK
 BC1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1454_SP_SET: CONCRETE POST
 BC1454_STAMPING: BOGGY NO 2 1935
 BC1454_MARK LOGO: CGS   
 BC1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1454+STABILITY: SURFACE MOTION
 BC1454
 BC1454  HISTORY     - Date     Condition        Report By
 BC1454  HISTORY     - 1935     MONUMENTED       CGS
 BC1454  HISTORY     - 1978     GOOD             FLDNR
 BC1454  HISTORY     - 1978     GOOD             FLDNR
 BC1454  HISTORY     - 1985     GOOD             FLDNR
 BC1454
 BC1454                          STATION DESCRIPTION
 BC1454
 BC1454'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1454'4.7 MI SW FROM YULEE.
 BC1454'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1454'YULEE, PROCEED WEST ON STATE ROAD A1A, 4.6 MILES TO THE INTERSECTION
 BC1454'OF EDWARDS ROAD, THENCE SOUTH ALONG EDWARDS ROAD, 0.85 MILES TO
 BC1454'DIRT ROAD NUMBER 25, PROCEED EAST ALONG DIRT ROAD NUMBER 25, 0.7
 BC1454'MILES TO THE INTERSECTION WITH DIRT ROAD NUMBER 25A, PROCEED SOUTH
 BC1454'ALONG DIRT ROAD NUMBER 25A, 0.5 MILES TO UPPER NASSAU RIVER, AND
 BC1454'THE MARK. MARK BEARS 535 FEET WEST OF THE CENTER LINE OF DIRT ROAD
 BC1454'NUMBER 25A, 48 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1454'133 FEET EAST OF TIDAL BOGGY RM 3, 473 FEET WEST OF TIDAL 0084 D,
 BC1454'3 FEET SOUTHWEST OF A PINE TREE WITH A TRIANGULAR BLAZE ON THE
 BC1454'SOUTH FACE.
 BC1454
 BC1454                          STATION RECOVERY (1978)
 BC1454
 BC1454'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1454'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1454'YULEE, PROCEED WEST ON STATE ROAD A1A, 4.6 MILES TO THE INTERSECTION
 BC1454'OF EDWARDS ROAD, THENCE SOUTH ALONG EDWARDS ROAD, 0.85 MILES TO
 BC1454'DIRT ROAD NUMBER 25, PROCEED EAST ALONG DIRT ROAD NUMBER 25, 0.7
 BC1454'MILES TO THE INTERSECTION WITH DIRT ROAD NUMBER 25A, PROCEED SOUTH
 BC1454'ALONG DIRT ROAD NUMBER 25A, 0.5 MILES TO UPPER NASSAU RIVER, AND
 BC1454'THE MARK. MARK BEARS 535 FEET WEST OF THE CENTER LINE OF DIRT ROAD
 BC1454'NUMBER 25A, 48 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1454'133 FEET EAST OF TIDAL BOGGY RM 3, 473 FEET WEST OF TIDAL 0084 D,
 BC1454'3 FEET SOUTHWEST OF A PINE TREE WITH A TRIANGULAR BLAZE ON THE
 BC1454'SOUTH FACE.
 BC1454
 BC1454                          STATION RECOVERY (1985)
 BC1454
 BC1454'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1454'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 BC1454'INTERCHANGE OF INTERSTATE 95 AND STATE ROAD A1A, GO 1.55 MILES WEST
 BC1454'ON A1A TO THE JUNCTION OF EDWARDS ROAD, GO SOUTH AND EAST 2.25 MILES
 BC1454'ON EDWARDS ROAD TO A PRIVATE LOT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1455 ***********************************************************************
 BC1455  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1455  DESIGNATION -  872 0084 TIDAL BOGGY 3
 BC1455  PID         -  BC1455
 BC1455  STATE/COUNTY-  FL/NASSAU
 BC1455  USGS QUAD   -  ITALIA (1992)
 BC1455
 BC1455                         *CURRENT SURVEY CONTROL
 BC1455  ___________________________________________________________________
 BC1455* NAD 83(1986)-  30 35 22.     (N)    081 39 49.     (W)     SCALED    
 BC1455* NAVD 88     -         2.244  (meters)       7.36   (feet)  ADJUSTED  
 BC1455  ___________________________________________________________________
 BC1455  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1455  DYNAMIC HT  -           2.241 (meters)       7.35  (feet)  COMP
 BC1455  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BC1455
 BC1455  VERT ORDER  -  SECOND    CLASS I
 BC1455
 BC1455.The horizontal coordinates were scaled from a topographic map and have
 BC1455.an estimated accuracy of +/- 6 seconds.
 BC1455
 BC1455.The orthometric height was determined by differential leveling
 BC1455.and adjusted by the National Geodetic Survey in June 1991..
 BC1455
 BC1455.This Tidal Bench Mark is designated as VM 5000
 BC1455.by the Center for Operational Oceanographic Products and Services.
 BC1455
 BC1455.The geoid height was determined by GEOID03.
 BC1455
 BC1455.The dynamic height is computed by dividing the NAVD 88
 BC1455.geopotential number by the normal gravity value computed on the
 BC1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1455.degrees latitude (g = 980.6199 gals.).
 BC1455
 BC1455.The modeled gravity was interpolated from observed gravity values.
 BC1455
 BC1455;                    North         East    Units  Estimated Accuracy
 BC1455;SPC FL E     -   693,400.      136,360.      MT  (+/- 180 meters Scaled)
 BC1455
 BC1455                          SUPERSEDED SURVEY CONTROL
 BC1455
 BC1455  NGVD 29 (09/01/92)    2.562  (m)            8.41   (f) ADJUSTED    2 1
 BC1455
 BC1455.Superseded values are not recommended for survey control.
 BC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1455.See file dsdata.txt to determine how the superseded data were derived.
 BC1455
 BC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP363842(NAD 83)
 BC1455_MARKER: DJ = TIDAL STATION DISK
 BC1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1455_SP_SET: CONCRETE POST
 BC1455_STAMPING: BOGGY NO 3 1935
 BC1455_MARK LOGO: CGS   
 BC1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1455+STABILITY: SURFACE MOTION
 BC1455
 BC1455  HISTORY     - Date     Condition        Report By
 BC1455  HISTORY     - 1935     MONUMENTED       CGS
 BC1455  HISTORY     - 1978     GOOD             FLDNR
 BC1455  HISTORY     - 1978     GOOD             FLDNR
 BC1455  HISTORY     - 1985     GOOD             FLDNR
 BC1455
 BC1455                          STATION DESCRIPTION
 BC1455
 BC1455'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1455'4.8 MI SW FROM YULEE.
 BC1455'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, AT
 BC1455'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1455'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 TO DIRT ROAD NUMBER 25,
 BC1455'THENCE EAST ALONG DIRT ROAD NUMBER 25, 0.7 MILES TO DIRT ROAD
 BC1455'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD NUMBER 25A, 0.5 MILES
 BC1455'TO UPPER NASSAU RIVER, AND THE MARK LOCATION. MARK BEARS 668 FEET
 BC1455'WEST OF THE CENTER LINE OF DIRT ROAD 25A, 608 FEET WEST OF TIDAL
 BC1455'0084 D, 68 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1455'7 FEET NORTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE ON  THE
 BC1455'SOUTH FACE.
 BC1455
 BC1455                          STATION RECOVERY (1978)
 BC1455
 BC1455'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1455'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, AT
 BC1455'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1455'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 TO DIRT ROAD NUMBER 25,
 BC1455'THENCE EAST ALONG DIRT ROAD NUMBER 25, 0.7 MILES TO DIRT ROAD
 BC1455'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD NUMBER 25A, 0.5 MILES
 BC1455'TO UPPER NASSAU RIVER, AND THE MARK LOCATION. MARK BEARS 668 FEET
 BC1455'WEST OF THE CENTER LINE OF DIRT ROAD 25A, 608 FEET WEST OF TIDAL
 BC1455'0084 D, 68 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1455'7 FEET NORTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE ON  THE
 BC1455'SOUTH FACE.
 BC1455
 BC1455                          STATION RECOVERY (1985)
 BC1455
 BC1455'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1455'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 BC1455'INTERCHANGE OF INTERSTATE 95 AND STATE ROAD A1A, GO 1.55 MILES WEST
 BC1455'ON A1A TO THE JUNCTION OF EDWARDS ROAD, GO SOUTH AND EAST 2.25 MILES
 BC1455'ON EDWARDS ROAD TO A PRIVATE LOT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4723 ***********************************************************************
 AJ4723  DESIGNATION -  872 0086 K TIDAL
 AJ4723  PID         -  AJ4723
 AJ4723  STATE/COUNTY-  FL/NASSAU
 AJ4723  USGS QUAD   -  AMELIA CITY (1992)
 AJ4723
 AJ4723                         *CURRENT SURVEY CONTROL
 AJ4723  ___________________________________________________________________
 AJ4723* NAD 83(1986)-  30 35 06.     (N)    081 27 41.     (W)     SCALED    
 AJ4723* NAVD 88     -         3.242  (meters)      10.64   (feet)  ADJUSTED  
 AJ4723  ___________________________________________________________________
 AJ4723  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AJ4723  DYNAMIC HT  -           3.237 (meters)      10.62  (feet)  COMP
 AJ4723  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 AJ4723
 AJ4723  VERT ORDER  -  SECOND    CLASS I
 AJ4723
 AJ4723.The horizontal coordinates were scaled from a topographic map and have
 AJ4723.an estimated accuracy of +/- 6 seconds.
 AJ4723
 AJ4723.The orthometric height was determined by differential leveling
 AJ4723.and adjusted by the National Geodetic Survey in April 2002..
 AJ4723.No vertical observational check was made to the station.
 AJ4723
 AJ4723.The geoid height was determined by GEOID03.
 AJ4723
 AJ4723.The dynamic height is computed by dividing the NAVD 88
 AJ4723.geopotential number by the normal gravity value computed on the
 AJ4723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4723.degrees latitude (g = 980.6199 gals.).
 AJ4723
 AJ4723.The modeled gravity was interpolated from observed gravity values.
 AJ4723
 AJ4723;                    North         East    Units  Estimated Accuracy
 AJ4723;SPC FL E     -   692,810.      155,750.      MT  (+/- 180 meters Scaled)
 AJ4723
 AJ4723                          SUPERSEDED SURVEY CONTROL
 AJ4723
 AJ4723.No superseded survey control is available for this station.
 AJ4723
 AJ4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP557837(NAD 83)
 AJ4723_MARKER: DJ = TIDAL STATION DISK
 AJ4723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4723_STAMPING: 0086 K 1987
 AJ4723_PROJECTION: FLUSH
 AJ4723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4723_ROD/PIPE-DEPTH: 15.8 meters
 AJ4723
 AJ4723  HISTORY     - Date     Condition        Report By
 AJ4723  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4723
 AJ4723                          STATION DESCRIPTION
 AJ4723
 AJ4723'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 AJ4723'BEGIN AT THE INTERSECTION OF STATE ROAD 105 AND STATE HIGHWAY A1A IN
 AJ4723'AMELIA CITY, GO SOUTHWEST FROM THE INTERSECTION ON GERBING STREET O.4
 AJ4723'MILE TO A NINETY DEGREE CURVE AND THE MARK.  THE MARK BEARS 1.8 FEET
 AJ4723'SOUTHWEST OF THE CONCRETE CURB, 30.5 FEET NORTHWEST OF A LARGE TWIN
 AJ4723'OAK TREE, AND 42.8 FEET SOUTHWEST A 48 INCH DIAMETER OAK TREE.  THE
 AJ4723'MARK IS 1.0 FT ABOVE THE .  THE MARK IS .8 5 FROM A WHITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4725 ***********************************************************************
 AJ4725  DESIGNATION -  872 0086 L TIDAL
 AJ4725  PID         -  AJ4725
 AJ4725  STATE/COUNTY-  FL/NASSAU
 AJ4725  USGS QUAD   -  AMELIA CITY (1992)
 AJ4725
 AJ4725                         *CURRENT SURVEY CONTROL
 AJ4725  ___________________________________________________________________
 AJ4725* NAD 83(1986)-  30 35 06.     (N)    081 27 41.     (W)     SCALED    
 AJ4725* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 AJ4725  ___________________________________________________________________
 AJ4725  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AJ4725  DYNAMIC HT  -           3.789 (meters)      12.43  (feet)  COMP
 AJ4725  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 AJ4725
 AJ4725  VERT ORDER  -  SECOND    CLASS I
 AJ4725
 AJ4725.The horizontal coordinates were scaled from a topographic map and have
 AJ4725.an estimated accuracy of +/- 6 seconds.
 AJ4725
 AJ4725.The orthometric height was determined by differential leveling
 AJ4725.and adjusted by the National Geodetic Survey in April 2002..
 AJ4725.No vertical observational check was made to the station.
 AJ4725
 AJ4725.The geoid height was determined by GEOID03.
 AJ4725
 AJ4725.The dynamic height is computed by dividing the NAVD 88
 AJ4725.geopotential number by the normal gravity value computed on the
 AJ4725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4725.degrees latitude (g = 980.6199 gals.).
 AJ4725
 AJ4725.The modeled gravity was interpolated from observed gravity values.
 AJ4725
 AJ4725;                    North         East    Units  Estimated Accuracy
 AJ4725;SPC FL E     -   692,810.      155,750.      MT  (+/- 180 meters Scaled)
 AJ4725
 AJ4725                          SUPERSEDED SURVEY CONTROL
 AJ4725
 AJ4725.No superseded survey control is available for this station.
 AJ4725
 AJ4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP557837(NAD 83)
 AJ4725_MARKER: DB = BENCH MARK DISK
 AJ4725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4725_STAMPING: 0086 L 1988
 AJ4725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4725
 AJ4725  HISTORY     - Date     Condition        Report By
 AJ4725  HISTORY     - UNK      MONUMENTED       USE
 AJ4725  HISTORY     - 1988     GOOD             FLDNR
 AJ4725
 AJ4725                          STATION DESCRIPTION
 AJ4725
 AJ4725'DESCRIBED BY FL DEPT OF NAT RES 1988
 AJ4725'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105 IN
 AJ4725'AMELIA CITY, GO SOUTHWEST FROM THE INTERSECTION ON GERBING STREET 0.4
 AJ4725'MILE TO A NINETY DEGREE CURVE AND THE BEGINNING OF SUAREZ BLUFF ROAD,
 AJ4725'GO 0.15 MILE SOUTHEAST ON SUAREZ BLUFF ROAD TO THE MARK.  THE MARK
 AJ4725'BEARS 62.2 FEET SOUTHEAST OF (AMELIA N0 1 1934), 158 FEET SOUTHWEST OF
 AJ4725'(AMELIA N0 3, AND 2.O FEET SOUTH OF THE SOUTHWEST CORNER OF A CHAIN
 AJ4725'LINK FENCE.  THE MARK WAS STAMPED BY THIS PARTY IN 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1344 ***********************************************************************
 BC1344  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1344  DESIGNATION -  872 0086 TIDAL 4
 BC1344  PID         -  BC1344
 BC1344  STATE/COUNTY-  FL/NASSAU
 BC1344  USGS QUAD   -  AMELIA CITY (1992)
 BC1344
 BC1344                         *CURRENT SURVEY CONTROL
 BC1344  ___________________________________________________________________
 BC1344* NAD 83(1986)-  30 35 06.     (N)    081 27 41.     (W)     SCALED    
 BC1344* NAVD 88     -         2.403  (meters)       7.88   (feet)  ADJUSTED  
 BC1344  ___________________________________________________________________
 BC1344  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC1344  DYNAMIC HT  -           2.400 (meters)       7.87  (feet)  COMP
 BC1344  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 BC1344
 BC1344  VERT ORDER  -  SECOND    CLASS I
 BC1344
 BC1344.The horizontal coordinates were scaled from a topographic map and have
 BC1344.an estimated accuracy of +/- 6 seconds.
 BC1344
 BC1344.The orthometric height was determined by differential leveling
 BC1344.and adjusted by the National Geodetic Survey in June 1991..
 BC1344
 BC1344.This Tidal Bench Mark is designated as VM 5008
 BC1344.by the Center for Operational Oceanographic Products and Services.
 BC1344
 BC1344.The geoid height was determined by GEOID03.
 BC1344
 BC1344.The dynamic height is computed by dividing the NAVD 88
 BC1344.geopotential number by the normal gravity value computed on the
 BC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1344.degrees latitude (g = 980.6199 gals.).
 BC1344
 BC1344.The modeled gravity was interpolated from observed gravity values.
 BC1344
 BC1344;                    North         East    Units  Estimated Accuracy
 BC1344;SPC FL E     -   692,810.      155,750.      MT  (+/- 180 meters Scaled)
 BC1344
 BC1344                          SUPERSEDED SURVEY CONTROL
 BC1344
 BC1344  NGVD 29 (??/??/92)    2.759  (m)            9.05   (f) ADJ UNCH    2 2
 BC1344
 BC1344.Superseded values are not recommended for survey control.
 BC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1344.See file dsdata.txt to determine how the superseded data were derived.
 BC1344
 BC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP557837(NAD 83)
 BC1344_MARKER: DJ = TIDAL STATION DISK
 BC1344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1344_SP_SET: SEAWALL
 BC1344_STAMPING: 4 1973
 BC1344_MARK LOGO: NOS   
 BC1344_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1344
 BC1344  HISTORY     - Date     Condition        Report By
 BC1344  HISTORY     - 1973     MONUMENTED       NOS
 BC1344  HISTORY     - 1987     GOOD             FLDNR
 BC1344
 BC1344                          STATION DESCRIPTION
 BC1344
 BC1344'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC1344'TO REACH STATION FROM THE INTERSECTION OF A1A, STATE ROAD S-105A AND
 BC1344'AND GERBING ROAD IN AMELIA CITY, PROCEED WEST ON GERBING ROAD TO ITS
 BC1344'END AT SUAREZ BLUFF ROAD, THEN SOUTH ON SUAREZ BLUFF ROAD TO RESIDENCE
 BC1344'AT 235A SUAREZ BLUFF ROAD.  BENCH MARKS ARE LOCATED ALONG SUAREZ BLUFF
 BC1344'ROAD, GERBING ROAD, AND STATE HIGHWAY A1A. BENCH MARK IS SET FLUSH IN
 BC1344'THE TOP CENTER OF A 1 FOOT THICK CONCRETE SEA WALL ON THE PROPERTY OF
 BC1344'A. TOMASSETTI NEAR THE CORNER OF GERBING AND SUAREZ BLUFF ROADS, AT
 BC1344'THE SOUTHWEST INTERSECTION OF SEA WALL AND CONCRETE WALK LEADING FROM
 BC1344'THE HOUSE TO THE WOOD PIER, AND 57 FEET WEST OF THE SOUTHWEST CORNER
 BC1344'OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1341 ***********************************************************************
 BC1341  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1341  DESIGNATION -  872 0086 TIDAL 5
 BC1341  PID         -  BC1341
 BC1341  STATE/COUNTY-  FL/NASSAU
 BC1341  USGS QUAD   -  AMELIA CITY (1992)
 BC1341
 BC1341                         *CURRENT SURVEY CONTROL
 BC1341  ___________________________________________________________________
 BC1341* NAD 83(1986)-  30 35 29.     (N)    081 27 29.     (W)     SCALED    
 BC1341* NAVD 88     -         4.347  (meters)      14.26   (feet)  ADJUSTED  
 BC1341  ___________________________________________________________________
 BC1341  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1341  DYNAMIC HT  -           4.342 (meters)      14.25  (feet)  COMP
 BC1341  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 BC1341
 BC1341  VERT ORDER  -  SECOND    CLASS II
 BC1341
 BC1341.The horizontal coordinates were scaled from a topographic map and have
 BC1341.an estimated accuracy of +/- 6 seconds.
 BC1341
 BC1341.The orthometric height was determined by differential leveling
 BC1341.and adjusted by the National Geodetic Survey in June 1991..
 BC1341
 BC1341.This Tidal Bench Mark is designated as VM 5009
 BC1341.by the Center for Operational Oceanographic Products and Services.
 BC1341
 BC1341.The geoid height was determined by GEOID03.
 BC1341
 BC1341.The dynamic height is computed by dividing the NAVD 88
 BC1341.geopotential number by the normal gravity value computed on the
 BC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1341.degrees latitude (g = 980.6199 gals.).
 BC1341
 BC1341.The modeled gravity was interpolated from observed gravity values.
 BC1341
 BC1341;                    North         East    Units  Estimated Accuracy
 BC1341;SPC FL E     -   693,510.      156,070.      MT  (+/- 180 meters Scaled)
 BC1341
 BC1341                          SUPERSEDED SURVEY CONTROL
 BC1341
 BC1341  NGVD 29 (??/??/92)    4.704  (m)           15.43   (f) ADJ UNCH    2 2
 BC1341
 BC1341.Superseded values are not recommended for survey control.
 BC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1341.See file dsdata.txt to determine how the superseded data were derived.
 BC1341
 BC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP560844(NAD 83)
 BC1341_MARKER: DJ = TIDAL STATION DISK
 BC1341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1341_SP_SET: CULVERT HEADWALL
 BC1341_STAMPING: 5 1973
 BC1341_MARK LOGO: NOS   
 BC1341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1341
 BC1341  HISTORY     - Date     Condition        Report By
 BC1341  HISTORY     - 1973     MONUMENTED       NOS
 BC1341  HISTORY     - 1987     GOOD             FLDNR
 BC1341  HISTORY     - 20030111 MARK NOT FOUND   FLDEP
 BC1341
 BC1341                          STATION DESCRIPTION
 BC1341
 BC1341'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC1341'TO REACH STATION FROM THE INTERSECTION OF A1A, STATE ROAD S-105A AND
 BC1341'AND GERBING ROAD IN AMELIA CITY, PROCEED WEST ON GERBING ROAD TO ITS
 BC1341'END AT SUAREZ BLUFF ROAD, THEN SOUTH ON SUAREZ BLUFF ROAD TO RESIDENCE
 BC1341'AT 235A SUAREZ BLUFF ROAD.  BENCH MARKS ARE LOCATED ALONG SUAREZ BLUFF
 BC1341'ROAD, GERBING ROAD, AND STATE HIGHWAY A1A. THE BENCH MARK IS SET FLUSH
 BC1341'IN THE TOP OF A 1 FOOT THICK CONCRETE CULVERT, 500 FEET SOUTH OF THE
 BC1341'INTERSECTION OF STATE HIGHWAY A1A AND BLACKTOP ROAD TO THE WEST, 22
 BC1341'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY A1A, 1 FOOT SOUTH OF THE
 BC1341'NORTH END OF CULVERT, AND 0.5 FOOT BELOW THE HIGHWAY.
 BC1341
 BC1341                          STATION RECOVERY (2003)
 BC1341
 BC1341'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1341'SEARCH FOR, NOT FOUND.  ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1342 ***********************************************************************
 BC1342  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1342  DESIGNATION -  872 0086 TIDAL AMELIA 2
 BC1342  PID         -  BC1342
 BC1342  STATE/COUNTY-  FL/NASSAU
 BC1342  USGS QUAD   -  AMELIA CITY (1992)
 BC1342
 BC1342                         *CURRENT SURVEY CONTROL
 BC1342  ___________________________________________________________________
 BC1342* NAD 83(1986)-  30 35 06.     (N)    081 27 41.     (W)     SCALED    
 BC1342* NAVD 88     -         3.339  (meters)      10.95   (feet)  ADJUSTED  
 BC1342  ___________________________________________________________________
 BC1342  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC1342  DYNAMIC HT  -           3.335 (meters)      10.94  (feet)  COMP
 BC1342  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 BC1342
 BC1342  VERT ORDER  -  SECOND    CLASS I
 BC1342
 BC1342.The horizontal coordinates were scaled from a topographic map and have
 BC1342.an estimated accuracy of +/- 6 seconds.
 BC1342
 BC1342.The orthometric height was determined by differential leveling
 BC1342.and adjusted by the National Geodetic Survey in June 1991..
 BC1342
 BC1342.This Tidal Bench Mark is designated as VM 5005
 BC1342.by the Center for Operational Oceanographic Products and Services.
 BC1342
 BC1342.The geoid height was determined by GEOID03.
 BC1342
 BC1342.The dynamic height is computed by dividing the NAVD 88
 BC1342.geopotential number by the normal gravity value computed on the
 BC1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1342.degrees latitude (g = 980.6199 gals.).
 BC1342
 BC1342.The modeled gravity was interpolated from observed gravity values.
 BC1342
 BC1342;                    North         East    Units  Estimated Accuracy
 BC1342;SPC FL E     -   692,810.      155,750.      MT  (+/- 180 meters Scaled)
 BC1342
 BC1342                          SUPERSEDED SURVEY CONTROL
 BC1342
 BC1342  NGVD 29 (??/??/92)    3.696  (m)           12.13   (f) ADJ UNCH    2 2
 BC1342
 BC1342.Superseded values are not recommended for survey control.
 BC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1342.See file dsdata.txt to determine how the superseded data were derived.
 BC1342
 BC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP557837(NAD 83)
 BC1342_MARKER: DB = BENCH MARK DISK
 BC1342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BC1342_STAMPING: AMELIA NO 2 1934
 BC1342_MARK LOGO: CGS   
 BC1342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1342
 BC1342  HISTORY     - Date     Condition        Report By
 BC1342  HISTORY     - 1934     MONUMENTED       CGS
 BC1342  HISTORY     - 1987     GOOD             FLDNR
 BC1342
 BC1342                          STATION DESCRIPTION
 BC1342
 BC1342'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC1342'TO REACH STATION FROM THE INTERSECTION OF A1A, STATE ROAD S-105A AND
 BC1342'AND GERBING ROAD IN AMELIA CITY, PROCEED WEST ON GERBING ROAD TO ITS
 BC1342'END AT SUAREZ BLUFF ROAD, THEN SOUTH ON SUAREZ BLUFF ROAD TO RESIDENCE
 BC1342'AT 235A SUAREZ BLUFF ROAD.  BENCH MARKS ARE LOCATED ALONG SUAREZ BLUFF
 BC1342'ROAD, GERBING ROAD, AND STATE HIGHWAY A1A. BENCH MARK IS SET IN A
 BC1342'CONCRETE-FILLED TILE ON THE PROPERTY OF P.B. WRIGHT, 65.5 FEET
 BC1342'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 15 FEET NORTH OF THE
 BC1342'CENTERLINE OF GERBING ROAD, 6.5 FEET WEST OF THE CONCRETE WALK TO THE
 BC1342'HOUSE, AND 1.5 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1343 ***********************************************************************
 BC1343  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1343  DESIGNATION -  872 0086 TIDAL AMELIA 3
 BC1343  PID         -  BC1343
 BC1343  STATE/COUNTY-  FL/NASSAU
 BC1343  USGS QUAD   -  AMELIA CITY (1992)
 BC1343
 BC1343                         *CURRENT SURVEY CONTROL
 BC1343  ___________________________________________________________________
 BC1343* NAD 83(1986)-  30 35 06.     (N)    081 27 41.     (W)     SCALED    
 BC1343* NAVD 88     -         3.783  (meters)      12.41   (feet)  ADJUSTED  
 BC1343  ___________________________________________________________________
 BC1343  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC1343  DYNAMIC HT  -           3.778 (meters)      12.39  (feet)  COMP
 BC1343  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 BC1343
 BC1343  VERT ORDER  -  SECOND    CLASS I
 BC1343
 BC1343.The horizontal coordinates were scaled from a topographic map and have
 BC1343.an estimated accuracy of +/- 6 seconds.
 BC1343
 BC1343.The orthometric height was determined by differential leveling
 BC1343.and adjusted by the National Geodetic Survey in June 1991..
 BC1343
 BC1343.This Tidal Bench Mark is designated as VM 5006
 BC1343.by the Center for Operational Oceanographic Products and Services.
 BC1343
 BC1343.The geoid height was determined by GEOID03.
 BC1343
 BC1343.The dynamic height is computed by dividing the NAVD 88
 BC1343.geopotential number by the normal gravity value computed on the
 BC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1343.degrees latitude (g = 980.6199 gals.).
 BC1343
 BC1343.The modeled gravity was interpolated from observed gravity values.
 BC1343
 BC1343;                    North         East    Units  Estimated Accuracy
 BC1343;SPC FL E     -   692,810.      155,750.      MT  (+/- 180 meters Scaled)
 BC1343
 BC1343                          SUPERSEDED SURVEY CONTROL
 BC1343
 BC1343  NGVD 29 (??/??/92)    4.139  (m)           13.58   (f) ADJ UNCH    2 2
 BC1343
 BC1343.Superseded values are not recommended for survey control.
 BC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1343.See file dsdata.txt to determine how the superseded data were derived.
 BC1343
 BC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP557837(NAD 83)
 BC1343_MARKER: DB = BENCH MARK DISK
 BC1343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BC1343_STAMPING: AMELIA NO 3 1934
 BC1343_MARK LOGO: CGS   
 BC1343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1343
 BC1343  HISTORY     - Date     Condition        Report By
 BC1343  HISTORY     - 1934     MONUMENTED       CGS
 BC1343  HISTORY     - 1987     GOOD             FLDNR
 BC1343
 BC1343                          STATION DESCRIPTION
 BC1343
 BC1343'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC1343'TO REACH STATION FROM THE INTERSECTION OF A1A, STATE ROAD S-105A AND
 BC1343'AND GERBING ROAD IN AMELIA CITY, PROCEED WEST ON GERBING ROAD TO ITS
 BC1343'END AT SUAREZ BLUFF ROAD, THEN SOUTH ON SUAREZ BLUFF ROAD TO RESIDENCE
 BC1343'AT 235A SUAREZ BLUFF ROAD.  BENCH MARKS ARE LOCATED ALONG SUAREZ BLUFF
 BC1343'ROAD, GERBING ROAD, AND STATE HIGHWAY A1A. BENCH MARK IS SET IN A
 BC1343'CONCRETE FILLED TILE IN THE BACKYARD OF THE RESIDENCE AT 235A SUAREZ
 BC1343'ROAD, 131 FEET SOUTHEAST OF THE BENCH MARK AMELIA NO 1 1934, 75 FEET
 BC1343'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 25 FEET
 BC1343'NORTH-NORTHEAST OF THE NORTH CORNER OF A GATE AT AN OFFSET IN THE SIDE
 BC1343'YARD FENCE LINE, AND 1.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BC1343'SMALL SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4724 ***********************************************************************
 AJ4724  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4724  DESIGNATION -  872 0086 TIDAL AMELIA 1
 AJ4724  PID         -  AJ4724
 AJ4724  STATE/COUNTY-  FL/NASSAU
 AJ4724  USGS QUAD   -  AMELIA CITY (1992)
 AJ4724
 AJ4724                         *CURRENT SURVEY CONTROL
 AJ4724  ___________________________________________________________________
 AJ4724* NAD 83(1986)-  30 35 06.     (N)    081 27 41.     (W)     SCALED    
 AJ4724* NAVD 88     -         3.623  (meters)      11.89   (feet)  ADJUSTED  
 AJ4724  ___________________________________________________________________
 AJ4724  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AJ4724  DYNAMIC HT  -           3.619 (meters)      11.87  (feet)  COMP
 AJ4724  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 AJ4724
 AJ4724  VERT ORDER  -  SECOND    CLASS I
 AJ4724
 AJ4724.The horizontal coordinates were scaled from a topographic map and have
 AJ4724.an estimated accuracy of +/- 6 seconds.
 AJ4724
 AJ4724.The orthometric height was determined by differential leveling
 AJ4724.and adjusted by the National Geodetic Survey in April 2002..
 AJ4724.No vertical observational check was made to the station.
 AJ4724
 AJ4724.This Tidal Bench Mark is designated as VM 5004
 AJ4724.by the Center for Operational Oceanographic Products and Services.
 AJ4724
 AJ4724.The geoid height was determined by GEOID03.
 AJ4724
 AJ4724.The dynamic height is computed by dividing the NAVD 88
 AJ4724.geopotential number by the normal gravity value computed on the
 AJ4724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4724.degrees latitude (g = 980.6199 gals.).
 AJ4724
 AJ4724.The modeled gravity was interpolated from observed gravity values.
 AJ4724
 AJ4724;                    North         East    Units  Estimated Accuracy
 AJ4724;SPC FL E     -   692,810.      155,750.      MT  (+/- 180 meters Scaled)
 AJ4724
 AJ4724                          SUPERSEDED SURVEY CONTROL
 AJ4724
 AJ4724.No superseded survey control is available for this station.
 AJ4724
 AJ4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP557837(NAD 83)
 AJ4724_MARKER: DB = BENCH MARK DISK
 AJ4724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ4724_STAMPING: AMELIA NO 1 1934
 AJ4724_MARK LOGO: CGS   
 AJ4724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4724
 AJ4724  HISTORY     - Date     Condition        Report By
 AJ4724  HISTORY     - 1934     MONUMENTED       CGS
 AJ4724  HISTORY     - 1987     GOOD             FLDNR
 AJ4724
 AJ4724                          STATION DESCRIPTION
 AJ4724
 AJ4724'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 AJ4724'AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105 IN AMELIA
 AJ4724'CITY, GO SOUTHWEST FROM THE INTERSECTION ON GERBING STREET 0.4 MILE TO
 AJ4724'A NINETY DEGREE CURVE IN WHICH THE ROAD BECOMES SUAREZ BLUFF ROAD, GO
 AJ4724'0.15 MILE SOUTHEAST ON SUAREZ BLUFF ROAD TO RESIDENCE NUMBER 235A AND
 AJ4724'THE MARK.  THE MARK BEARS 19.7 FEET NORTHEAST OF THE CENTERLINE OF
 AJ4724'SUAREZ BLUFF ROAD, 46.3 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AJ4724'OF THE RESIDENCE, 60.4 FEET SOUTHWEST OF THE NORTHEAST PROPERTY LINE
 AJ4724'OF THE RESIDENCE, 29.5 FEET SOUTHEAST OF TWO 24 INCH DIAMETER PALMETTO
 AJ4724'TREES, AND 1.0 FOOT WEST OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1380 ***********************************************************************
 BC1380  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1380  DESIGNATION -  872 0093 D TIDAL
 BC1380  PID         -  BC1380
 BC1380  STATE/COUNTY-  FL/NASSAU
 BC1380  USGS QUAD   -  HEDGES (1992)
 BC1380
 BC1380                         *CURRENT SURVEY CONTROL
 BC1380  ___________________________________________________________________
 BC1380* NAD 83(1986)-  30 34 31.     (N)    081 36 30.     (W)     SCALED    
 BC1380* NAVD 88     -         1.612  (meters)       5.29   (feet)  ADJUSTED  
 BC1380  ___________________________________________________________________
 BC1380  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC1380  DYNAMIC HT  -           1.610 (meters)       5.28  (feet)  COMP
 BC1380  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 BC1380
 BC1380  VERT ORDER  -  FIRST     CLASS II
 BC1380
 BC1380.The horizontal coordinates were scaled from a topographic map and have
 BC1380.an estimated accuracy of +/- 6 seconds.
 BC1380
 BC1380.The orthometric height was determined by differential leveling
 BC1380.and adjusted by the National Geodetic Survey in June 1991..
 BC1380
 BC1380.This Tidal Bench Mark is designated as VM 5014
 BC1380.by the Center for Operational Oceanographic Products and Services.
 BC1380
 BC1380.The geoid height was determined by GEOID03.
 BC1380
 BC1380.The dynamic height is computed by dividing the NAVD 88
 BC1380.geopotential number by the normal gravity value computed on the
 BC1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1380.degrees latitude (g = 980.6199 gals.).
 BC1380
 BC1380.The modeled gravity was interpolated from observed gravity values.
 BC1380
 BC1380;                    North         East    Units  Estimated Accuracy
 BC1380;SPC FL E     -   691,800.      141,650.      MT  (+/- 180 meters Scaled)
 BC1380
 BC1380                          SUPERSEDED SURVEY CONTROL
 BC1380
 BC1380  NGVD 29 (09/01/92)    1.946  (m)            6.38   (f) ADJUSTED    1 2
 BC1380
 BC1380.Superseded values are not recommended for survey control.
 BC1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1380.See file dsdata.txt to determine how the superseded data were derived.
 BC1380
 BC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP416826(NAD 83)
 BC1380_MARKER: DJ = TIDAL STATION DISK
 BC1380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1380_SP_SET: COPPER-CLAD STEEL ROD
 BC1380_STAMPING: 0093 D 1978
 BC1380_MARK LOGO: NOS   
 BC1380_PROJECTION: FLUSH
 BC1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1380+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 BC1380_ROD/PIPE-DEPTH: 14.0 meters
 BC1380
 BC1380  HISTORY     - Date     Condition        Report By
 BC1380  HISTORY     - 1978     MONUMENTED       NOS
 BC1380  HISTORY     - 1978     GOOD             FLDNR
 BC1380  HISTORY     - 1978     GOOD             FLDNR
 BC1380  HISTORY     - 19910424 GOOD             NGS
 BC1380  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC1380
 BC1380                          STATION DESCRIPTION
 BC1380
 BC1380'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1380'4 MI SW FROM YULEE.
 BC1380'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 12,
 BC1380'AT YULEE, ROCEED SOUTH ALONG US HIGHWAY 17, 4 MILES TO THE BRIDGE
 BC1380'OVER NASSAU RIVER, AND THE MARK. MARK BEARS 33.5 FEET NORTHWEST
 BC1380'OF THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT, 4.5 FEET SOUTHWEST
 BC1380'OF THE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MARKER, 84.7 FEET
 BC1380'SOUTHEAST OF THE SOUTHEAST CORNER OF A FISH CAMP.
 BC1380
 BC1380                          STATION RECOVERY (1978)
 BC1380
 BC1380'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1380'RECOVERED IN GOOD CONDITION.
 BC1380
 BC1380                          STATION RECOVERY (1991)
 BC1380
 BC1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1380'6.4 KM (4.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BC1380'STATE HIGHWAY A1A IN YULEE, 25.9 M (85.0 FT) SOUTHEAST OF THE SOUTH
 BC1380'CORNER OF CHARLES FISH CAMP, 16.4 M (53.8 FT) NORTHWEST OF THE
 BC1380'HIGHWAY CENTERLINE, 10.0 M (32.8 FT) NORTHWEST OF THE NORTHWEST END
 BC1380'OF THE NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE SPANNING NASSAU
 BC1380'RIVER, 1.3 M (4.3 FT) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 1.3
 BC1380'M (4.3 FT) NORTH OF A UTILITY LIGHT POLE.  NOTE--THE DISK IS ENCASED
 BC1380'IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BC1380
 BC1380                          STATION RECOVERY (2002)
 BC1380
 BC1380'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1380'SEARCH FOR, NOT FOUND.  NEW BRIDGE CONSTRUCTED IN 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2541 ***********************************************************************
 BC2541  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2541  DESIGNATION -  872 0093 E TIDAL
 BC2541  PID         -  BC2541
 BC2541  STATE/COUNTY-  FL/NASSAU
 BC2541  USGS QUAD   -  HEDGES (1992)
 BC2541
 BC2541                         *CURRENT SURVEY CONTROL
 BC2541  ___________________________________________________________________
 BC2541* NAD 83(1986)-  30 34 31.     (N)    081 36 30.     (W)     SCALED    
 BC2541* NAVD 88     -         4.508  (meters)      14.79   (feet)  ADJUSTED  
 BC2541  ___________________________________________________________________
 BC2541  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC2541  DYNAMIC HT  -           4.503 (meters)      14.77  (feet)  COMP
 BC2541  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 BC2541
 BC2541  VERT ORDER  -  FIRST     CLASS II
 BC2541
 BC2541.The horizontal coordinates were scaled from a topographic map and have
 BC2541.an estimated accuracy of +/- 6 seconds.
 BC2541
 BC2541.The orthometric height was determined by differential leveling
 BC2541.and adjusted by the National Geodetic Survey in May 1994..
 BC2541
 BC2541.This Tidal Bench Mark is designated as VM 5015
 BC2541.by the Center for Operational Oceanographic Products and Services.
 BC2541
 BC2541.The geoid height was determined by GEOID03.
 BC2541
 BC2541.The dynamic height is computed by dividing the NAVD 88
 BC2541.geopotential number by the normal gravity value computed on the
 BC2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2541.degrees latitude (g = 980.6199 gals.).
 BC2541
 BC2541.The modeled gravity was interpolated from observed gravity values.
 BC2541
 BC2541;                    North         East    Units  Estimated Accuracy
 BC2541;SPC FL E     -   691,800.      141,650.      MT  (+/- 180 meters Scaled)
 BC2541
 BC2541                          SUPERSEDED SURVEY CONTROL
 BC2541
 BC2541  NGVD 29 (09/01/92)    4.842  (m)           15.89   (f) ADJUSTED    1 2
 BC2541
 BC2541.Superseded values are not recommended for survey control.
 BC2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2541.See file dsdata.txt to determine how the superseded data were derived.
 BC2541
 BC2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP416826(NAD 83)
 BC2541_MARKER: DJ = TIDAL STATION DISK
 BC2541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2541_SP_SET: ABUTMENT
 BC2541_STAMPING: 0093 E 1982
 BC2541_MARK LOGO: NOS   
 BC2541_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2541+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 BC2541
 BC2541  HISTORY     - Date     Condition        Report By
 BC2541  HISTORY     - 1982     MONUMENTED       NOS
 BC2541  HISTORY     - 19910424 GOOD             NGS
 BC2541  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC2541
 BC2541                          STATION DESCRIPTION
 BC2541
 BC2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC2541'6.4 KM (4.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BC2541'STATE HIGHWAY A1A IN YULEE, IN TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF
 BC2541'THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 BC2541'BRIDGE SPANNING NASSAU RIVER, 6.3 M (20.7 FT) SOUTHEAST OF THE
 BC2541'HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 BC2541'HIGHWAY.
 BC2541
 BC2541                          STATION RECOVERY (2002)
 BC2541
 BC2541'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2541'SEARCH FOR, NOT FOUND.  NEW BRIDGE CONSTRUCTED IN 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0115 ***********************************************************************
 BC0115  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0115  DESIGNATION -  872 0093 TIDAL HALFMOON 3
 BC0115  PID         -  BC0115
 BC0115  STATE/COUNTY-  FL/DUVAL
 BC0115  USGS QUAD   -  HEDGES (1992)
 BC0115
 BC0115                         *CURRENT SURVEY CONTROL
 BC0115  ___________________________________________________________________
 BC0115* NAD 83(1986)-  30 34 26.     (N)    081 36 37.     (W)     SCALED    
 BC0115* NAVD 88     -         1.010  (meters)       3.31   (feet)  ADJUSTED  
 BC0115  ___________________________________________________________________
 BC0115  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC0115  DYNAMIC HT  -           1.009 (meters)       3.31  (feet)  COMP
 BC0115  MODELED GRAV-     979,381.8   (mgal)                       NAVD 88
 BC0115
 BC0115  VERT ORDER  -  FIRST     CLASS II
 BC0115
 BC0115.The horizontal coordinates were scaled from a topographic map and have
 BC0115.an estimated accuracy of +/- 6 seconds.
 BC0115
 BC0115.The orthometric height was determined by differential leveling
 BC0115.and adjusted by the National Geodetic Survey in June 1991..
 BC0115
 BC0115.This Tidal Bench Mark is designated as VM 5012
 BC0115.by the Center for Operational Oceanographic Products and Services.
 BC0115
 BC0115.The geoid height was determined by GEOID03.
 BC0115
 BC0115.The dynamic height is computed by dividing the NAVD 88
 BC0115.geopotential number by the normal gravity value computed on the
 BC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0115.degrees latitude (g = 980.6199 gals.).
 BC0115
 BC0115.The modeled gravity was interpolated from observed gravity values.
 BC0115
 BC0115;                    North         East    Units  Estimated Accuracy
 BC0115;SPC FL E     -   691,640.      141,460.      MT  (+/- 180 meters Scaled)
 BC0115
 BC0115                          SUPERSEDED SURVEY CONTROL
 BC0115
 BC0115  NGVD 29 (09/01/92)    1.343  (m)            4.41   (f) ADJUSTED    1 2
 BC0115
 BC0115.Superseded values are not recommended for survey control.
 BC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0115.See file dsdata.txt to determine how the superseded data were derived.
 BC0115
 BC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414825(NAD 83)
 BC0115_MARKER: DJ = TIDAL STATION DISK
 BC0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0115_SP_SET: SEWERTILE
 BC0115_STAMPING: HALF MOON NO 3 1934
 BC0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0115
 BC0115  HISTORY     - Date     Condition        Report By
 BC0115  HISTORY     - 1934     MONUMENTED       CGS
 BC0115  HISTORY     - 1954     GOOD             NGS
 BC0115  HISTORY     - 1975     MARK NOT FOUND   NGS
 BC0115  HISTORY     - 1978     GOOD             FLDNR
 BC0115  HISTORY     - 1978     GOOD             FLDNR
 BC0115
 BC0115                          STATION DESCRIPTION
 BC0115
 BC0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0115'4.2 MI S FROM YULEE.
 BC0115'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 BC0115'OF STATE HIGHWAYS 200 AND A1A AT YULEE, AT BRIDGE OVER NASSAU
 BC0115'RIVER AND THE NASSAU-DUVAL COUNTY LINE, ON SOUTH BANK OF RIVER,
 BC0115'ABOUT 60 YARDS NORTHWEST OF CENTER LINE OF HIGHWAY, 246 FEET
 BC0115'SOUTHWEST OF HIGH WATER LINE, 33 FEET SOUTHWEST OF SOUTHWEST EDGE
 BC0115'OF MARSH GRASS, ABOUT 9 BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 BC0115'OF A CONCRETE FILLED SEWER TILE PROJECTING 10 INCHES.
 BC0115
 BC0115                          STATION RECOVERY (1975)
 BC0115
 BC0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0115'MARK NOT FOUND.
 BC0115
 BC0115                          STATION RECOVERY (1978)
 BC0115
 BC0115'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0115'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC0115'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 4.2 MILES TO THE BRIDGE
 BC0115'OVER THE NASSAU RIVER, AND THE MARK, MARK BEARS 105 FEET NORTHWEST
 BC0115'OF A 12 INCH PINE TREE, 30 FEET NORTHWEST OF A 4 BY 4 INCH FENCE
 BC0115'CORNER, 32 FEET NORTH OF A BEECHNUT TREE, 180 FEET NORTHWEST OF
 BC0115'THE CENTER LINE OF US HIGHWAY 17.
 BC0115
 BC0115                          STATION RECOVERY (1978)
 BC0115
 BC0115'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0116 ***********************************************************************
 BC0116  DESIGNATION -  872 0093 TIDAL HALFMOON 2
 BC0116  PID         -  BC0116
 BC0116  STATE/COUNTY-  FL/DUVAL
 BC0116  USGS QUAD   -  HEDGES (1992)
 BC0116
 BC0116                         *CURRENT SURVEY CONTROL
 BC0116  ___________________________________________________________________
 BC0116* NAD 83(1986)-  30 34 28.     (N)    081 36 34.     (W)     SCALED    
 BC0116* NAVD 88     -         0.719  (meters)       2.36   (feet)  ADJUSTED  
 BC0116  ___________________________________________________________________
 BC0116  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC0116  DYNAMIC HT  -           0.718 (meters)       2.36  (feet)  COMP
 BC0116  MODELED GRAV-     979,381.9   (mgal)                       NAVD 88
 BC0116
 BC0116  VERT ORDER  -  FIRST     CLASS II
 BC0116
 BC0116.The horizontal coordinates were scaled from a topographic map and have
 BC0116.an estimated accuracy of +/- 6 seconds.
 BC0116
 BC0116.The orthometric height was determined by differential leveling
 BC0116.and adjusted by the National Geodetic Survey in June 1991..
 BC0116.WARNING-Repeat measurements at this control monument indicate possible
 BC0116.vertical movement.
 BC0116
 BC0116.The geoid height was determined by GEOID03.
 BC0116
 BC0116.The dynamic height is computed by dividing the NAVD 88
 BC0116.geopotential number by the normal gravity value computed on the
 BC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0116.degrees latitude (g = 980.6199 gals.).
 BC0116
 BC0116.The modeled gravity was interpolated from observed gravity values.
 BC0116
 BC0116;                    North         East    Units  Estimated Accuracy
 BC0116;SPC FL E     -   691,700.      141,540.      MT  (+/- 180 meters Scaled)
 BC0116
 BC0116                          SUPERSEDED SURVEY CONTROL
 BC0116
 BC0116  NGVD 29 (09/01/92)    1.053  (m)            3.45   (f) ADJUSTED    1 2
 BC0116
 BC0116.Superseded values are not recommended for survey control.
 BC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0116.See file dsdata.txt to determine how the superseded data were derived.
 BC0116
 BC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP415825(NAD 83)
 BC0116_MARKER: DJ = TIDAL STATION DISK
 BC0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0116_SP_SET: SEWERTILE
 BC0116_STAMPING: HALF MOON NO 2 1934
 BC0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0116
 BC0116  HISTORY     - Date     Condition        Report By
 BC0116  HISTORY     - 1934     MONUMENTED       CGS
 BC0116  HISTORY     - 1954     GOOD             NGS
 BC0116  HISTORY     - 1975     MARK NOT FOUND   NGS
 BC0116  HISTORY     - 1978     GOOD             FLDNR
 BC0116  HISTORY     - 1978     GOOD             FLDNR
 BC0116
 BC0116                          STATION DESCRIPTION
 BC0116
 BC0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0116'4.2 MI S FROM YULEE.
 BC0116'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 BC0116'OF STATE HIGHWAYS 200 AND A1A AT YULEE, ON THE SOUTH BANK OF NASSAU
 BC0116'RIVER, AT THE DUVAL-NASSAU COUNTY LINE, IN MARSH GRASS, 171 FEET
 BC0116'NORTHWEST OF NORTHWEST END OF LINE, 19 1/2 FEET NORTHWEST OF
 BC0116'NORTHWEST EDGE OF WIDE FLAT SAND FILL ALONG HIGHWAY, ABOUT 10
 BC0116'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BC0116'FILLED SEWER TILE PROJECTING 12 INCHES.  NOTE-- MARK IS SET IN
 BC0116'MARSH LAND AND A 2 BY 4-INCH POST WAS DRIVEN IN MARSH AND CONCRETE
 BC0116'FILLED TILE SET ON TOP OF IT.
 BC0116
 BC0116                          STATION RECOVERY (1975)
 BC0116
 BC0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0116'MARK NOT FOUND.
 BC0116
 BC0116                          STATION RECOVERY (1978)
 BC0116
 BC0116'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0116'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC0116'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 4.2 MILES TO THE MARK.
 BC0116'MARK BEARS 76 FEET NORTHWEST OF A 17 INCH PINE TREE, 18 FEET EAST
 BC0116'OF THE EDGE OF A JUNKIN,(NEEDLE GRASS), 44 FEET WEST OF THE WESTERN
 BC0116'EDGE OF A BRIAR PATCH.
 BC0116
 BC0116                          STATION RECOVERY (1978)
 BC0116
 BC0116'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0117 ***********************************************************************
 BC0117  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0117  DESIGNATION -  872 0093 TIDAL HALFMOON 1
 BC0117  PID         -  BC0117
 BC0117  STATE/COUNTY-  FL/DUVAL
 BC0117  USGS QUAD   -  HEDGES (1992)
 BC0117
 BC0117                         *CURRENT SURVEY CONTROL
 BC0117  ___________________________________________________________________
 BC0117* NAD 83(1986)-  30 34 27.     (N)    081 36 33.     (W)     SCALED    
 BC0117* NAVD 88     -         3.128  (meters)      10.26   (feet)  ADJUSTED  
 BC0117  ___________________________________________________________________
 BC0117  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC0117  DYNAMIC HT  -           3.124 (meters)      10.25  (feet)  COMP
 BC0117  MODELED GRAV-     979,381.8   (mgal)                       NAVD 88
 BC0117
 BC0117  VERT ORDER  -  FIRST     CLASS II
 BC0117
 BC0117.The horizontal coordinates were scaled from a topographic map and have
 BC0117.an estimated accuracy of +/- 6 seconds.
 BC0117
 BC0117.The orthometric height was determined by differential leveling
 BC0117.and adjusted by the National Geodetic Survey in June 1991..
 BC0117
 BC0117.This Tidal Bench Mark is designated as VM 5011
 BC0117.by the Center for Operational Oceanographic Products and Services.
 BC0117
 BC0117.The geoid height was determined by GEOID03.
 BC0117
 BC0117.The dynamic height is computed by dividing the NAVD 88
 BC0117.geopotential number by the normal gravity value computed on the
 BC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0117.degrees latitude (g = 980.6199 gals.).
 BC0117
 BC0117.The modeled gravity was interpolated from observed gravity values.
 BC0117
 BC0117;                    North         East    Units  Estimated Accuracy
 BC0117;SPC FL E     -   691,670.      141,570.      MT  (+/- 180 meters Scaled)
 BC0117
 BC0117                          SUPERSEDED SURVEY CONTROL
 BC0117
 BC0117  NGVD 29 (09/01/92)    3.461  (m)           11.36   (f) ADJUSTED    1 2
 BC0117
 BC0117.Superseded values are not recommended for survey control.
 BC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0117.See file dsdata.txt to determine how the superseded data were derived.
 BC0117
 BC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP415825(NAD 83)
 BC0117_MARKER: DJ = TIDAL STATION DISK
 BC0117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0117_SP_SET: ABUTMENT
 BC0117_STAMPING: HALFMOON NO 1 1934 411.355
 BC0117_MARK LOGO: CGS   
 BC0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0117+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 BC0117
 BC0117  HISTORY     - Date     Condition        Report By
 BC0117  HISTORY     - 1934     MONUMENTED       CGS
 BC0117  HISTORY     - 1954     GOOD             NGS
 BC0117  HISTORY     - 1975     GOOD             NGS
 BC0117  HISTORY     - 1978     GOOD             FLDNR
 BC0117  HISTORY     - 1978     GOOD             FLDNR
 BC0117  HISTORY     - 19910424 GOOD             NGS
 BC0117  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC0117
 BC0117                          STATION DESCRIPTION
 BC0117
 BC0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0117'4.2 MI S FROM YULEE.
 BC0117'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 BC0117'OF STATE HIGHWAYS 200 AND A1A AT YULEE, AT THE HIGHWAY BRIDGE
 BC0117'OVER NASSAU RIVER, AT THE NASSAU-DUVAL COUNTY LINE, IN THE TOP
 BC0117'OF THE NORTHWEST END OF SOUTHWEST BRIDGE SEAT, 4 FEET SOUTHEAST
 BC0117'OF NORTHWEST OF BRIDGE SEAT, 1 1/2 FEET NORTHEAST OF NORTHEAST
 BC0117'FACE OF SOUTHWEST BACKWALL, 18 FEET NORTHWEST OF CENTER LINE OF
 BC0117'HIGHWAY AND ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY.
 BC0117
 BC0117                          STATION RECOVERY (1975)
 BC0117
 BC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0117'RECOVERED IN GOOD CONDITION.
 BC0117
 BC0117                          STATION RECOVERY (1978)
 BC0117
 BC0117'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0117'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC0117'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 4.2 MILES TO THE SOUTH END
 BC0117'OF A BRIDGE OVER THE NASSAU RIVER, AND THE MARK ON THE RIGHT.
 BC0117'MARK BEARS 4 FEET SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE,
 BC0117'18 FEET NORTHWEST OF THE CENTER LINE OF US HIGHWAY 17, SET FLUSH
 BC0117'IN THE NORTHWEST END OF A CEMENT BLOCK THAT SUPPORTS THE SOUTHWEST
 BC0117'END OF THE BRIDGE.
 BC0117
 BC0117                          STATION RECOVERY (1978)
 BC0117
 BC0117'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0117'RECOVERED IN GOOD CONDITION.
 BC0117
 BC0117                          STATION RECOVERY (1991)
 BC0117
 BC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0117'6.6 KM (4.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BC0117'STATE HIGHWAY A1A IN YULEE, IN TOP OF AND 0.9 M (3.0 FT) SOUTHEAST OF
 BC0117'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY
 BC0117'BRIDGE SPANNING NASSAU RIVER, 5.5 M (18.0 FT) NORTHWEST OF THE
 BC0117'HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 BC0117'AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST FACE OF THE ABUTMENT.
 BC0117
 BC0117                          STATION RECOVERY (2002)
 BC0117
 BC0117'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC0117'SEARCH FOR, NOT FOUND.  NEW BRIDGE CONSTRUCTED IN 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1449 ***********************************************************************
 BC1449  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1449  DESIGNATION -  872 0097 A TIDAL
 BC1449  PID         -  BC1449
 BC1449  STATE/COUNTY-  FL/NASSAU
 BC1449  USGS QUAD   -  HEDGES (1992)
 BC1449
 BC1449                         *CURRENT SURVEY CONTROL
 BC1449  ___________________________________________________________________
 BC1449* NAD 83(1986)-  30 34 09.     (N)    081 34 22.     (W)     SCALED    
 BC1449* NAVD 88     -         2.988  (meters)       9.80   (feet)  ADJUSTED  
 BC1449  ___________________________________________________________________
 BC1449  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC1449  DYNAMIC HT  -           2.984 (meters)       9.79  (feet)  COMP
 BC1449  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 BC1449
 BC1449  VERT ORDER  -  SECOND    CLASS I
 BC1449
 BC1449.The horizontal coordinates were scaled from a topographic map and have
 BC1449.an estimated accuracy of +/- 6 seconds.
 BC1449
 BC1449.The orthometric height was determined by differential leveling
 BC1449.and adjusted by the National Geodetic Survey in June 1991..
 BC1449
 BC1449.This Tidal Bench Mark is designated as VM 5016
 BC1449.by the Center for Operational Oceanographic Products and Services.
 BC1449
 BC1449.The geoid height was determined by GEOID03.
 BC1449
 BC1449.The dynamic height is computed by dividing the NAVD 88
 BC1449.geopotential number by the normal gravity value computed on the
 BC1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1449.degrees latitude (g = 980.6199 gals.).
 BC1449
 BC1449.The modeled gravity was interpolated from observed gravity values.
 BC1449
 BC1449;                    North         East    Units  Estimated Accuracy
 BC1449;SPC FL E     -   691,100.      145,060.      MT  (+/- 180 meters Scaled)
 BC1449
 BC1449                          SUPERSEDED SURVEY CONTROL
 BC1449
 BC1449  NGVD 29 (09/01/92)    3.325  (m)           10.91   (f) ADJUSTED    2 1
 BC1449
 BC1449.Superseded values are not recommended for survey control.
 BC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1449.See file dsdata.txt to determine how the superseded data were derived.
 BC1449
 BC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP450819(NAD 83)
 BC1449_MARKER: DJ = TIDAL STATION DISK
 BC1449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1449_SP_SET: COPPER CLAD STEEL ROD
 BC1449_STAMPING: 0097 A 1978
 BC1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1449
 BC1449  HISTORY     - Date     Condition        Report By
 BC1449  HISTORY     - 1978     MONUMENTED       NOS
 BC1449  HISTORY     - 1978     GOOD             FLDNR
 BC1449  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC1449
 BC1449                          STATION DESCRIPTION
 BC1449
 BC1449'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1449'4.6 MI SE FROM YULEE.
 BC1449'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1449'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1449'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1449'FOUR 90 DEGREES CURVES, CONTINUE THROUGH THE CURVES AND RESUME
 BC1449'THE SOUTHEASTERLY BEARING, (HARST ROAD CHANGES TO WILSON NECK
 BC1449'ROAD), 1.3 MILES TO THE INTERSECTION WITH AVANT ROAD, PROCEED
 BC1449'SOUTHEASTERLY 0.75 MILES ALONG AVANT ROAD TO THE MARK. MARK BEARS
 BC1449'29 FEET SOUTHEAST OF A FORK IN AVANT ROAD, 100 FEET NORTHWEST
 BC1449'OF THE EDGE OF A SMALL BLUFF AND A 32 INCH LIVE OAK TREE, 294
 BC1449'FEET SOUTHEAST OF TIDAL 0097 B.
 BC1449
 BC1449                          STATION RECOVERY (2002)
 BC1449
 BC1449'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1449'SEARCH FOR, NOT FOUND.  MAY FALL UNDER NEW RESIDENTIAL CONSTRUCTION IN
 BC1449'AREA.  TIES WERE TOO VAGUE TO ACCURATELY LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1448 ***********************************************************************
 BC1448  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1448  DESIGNATION -  872 0097 B TIDAL
 BC1448  PID         -  BC1448
 BC1448  STATE/COUNTY-  FL/NASSAU
 BC1448  USGS QUAD   -  HEDGES (1992)
 BC1448
 BC1448                         *CURRENT SURVEY CONTROL
 BC1448  ___________________________________________________________________
 BC1448* NAD 83(1986)-  30 34 13.     (N)    081 34 24.     (W)     SCALED    
 BC1448* NAVD 88     -         3.349  (meters)      10.99   (feet)  ADJUSTED  
 BC1448  ___________________________________________________________________
 BC1448  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC1448  DYNAMIC HT  -           3.344 (meters)      10.97  (feet)  COMP
 BC1448  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BC1448
 BC1448  VERT ORDER  -  SECOND    CLASS I
 BC1448
 BC1448.The horizontal coordinates were scaled from a topographic map and have
 BC1448.an estimated accuracy of +/- 6 seconds.
 BC1448
 BC1448.The orthometric height was determined by differential leveling
 BC1448.and adjusted by the National Geodetic Survey in June 1991..
 BC1448
 BC1448.This Tidal Bench Mark is designated as VM 5017
 BC1448.by the Center for Operational Oceanographic Products and Services.
 BC1448
 BC1448.The geoid height was determined by GEOID03.
 BC1448
 BC1448.The dynamic height is computed by dividing the NAVD 88
 BC1448.geopotential number by the normal gravity value computed on the
 BC1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1448.degrees latitude (g = 980.6199 gals.).
 BC1448
 BC1448.The modeled gravity was interpolated from observed gravity values.
 BC1448
 BC1448;                    North         East    Units  Estimated Accuracy
 BC1448;SPC FL E     -   691,220.      145,000.      MT  (+/- 180 meters Scaled)
 BC1448
 BC1448                          SUPERSEDED SURVEY CONTROL
 BC1448
 BC1448  NGVD 29 (09/01/92)    3.685  (m)           12.09   (f) ADJUSTED    2 1
 BC1448
 BC1448.Superseded values are not recommended for survey control.
 BC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1448.See file dsdata.txt to determine how the superseded data were derived.
 BC1448
 BC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP450821(NAD 83)
 BC1448_MARKER: DJ = TIDAL STATION DISK
 BC1448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1448_SP_SET: COPPER CLAD STEEL ROD
 BC1448_STAMPING: 0097 B 1978
 BC1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1448
 BC1448  HISTORY     - Date     Condition        Report By
 BC1448  HISTORY     - 1978     MONUMENTED       NOS
 BC1448  HISTORY     - 1978     GOOD             FLDNR
 BC1448  HISTORY     - 20030108 MARK NOT FOUND   FLDEP
 BC1448
 BC1448                          STATION DESCRIPTION
 BC1448
 BC1448'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1448'4.5 MI SE FROM YULEE.
 BC1448'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1448'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1448'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1448'FOUR 90 DEGREE CURVES, CONTINUE THROUGH THE CURVES AND RESUME THE
 BC1448'SOUTHEASTERLY BEARING 1.3 MILES TO WILSON NECK ROAD, (HARTS CHANGES
 BC1448'TO WILSON NECK ROAD), AND AVANT ROAD, PROCEED SOUTHEASTERLY 0.7
 BC1448'MILES ALONG AVANT ROAD TO THE MARK. MARK BEARS 13 FEET SOUTHWEST
 BC1448'OF THE CENTER LINE OF AVANT ROAD, 54 FEET WEST OF A TELEPHONE POLE
 BC1448'28 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD HEADING
 BC1448'NORTHEAST, 294 FEET NORTHWEST OF TIDAL 0097 A.
 BC1448
 BC1448                          STATION RECOVERY (2003)
 BC1448
 BC1448'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1448'SEARCH FOR, NOT FOUND.  MAY FALL IN AVANT ROAD AND/OR ADJACENT SWALE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1446 ***********************************************************************
 BC1446  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1446  DESIGNATION -  872 0097 C TIDAL
 BC1446  PID         -  BC1446
 BC1446  STATE/COUNTY-  FL/NASSAU
 BC1446  USGS QUAD   -  HEDGES (1992)
 BC1446
 BC1446                         *CURRENT SURVEY CONTROL
 BC1446  ___________________________________________________________________
 BC1446* NAD 83(1986)-  30 34 36.     (N)    081 34 21.     (W)     SCALED    
 BC1446* NAVD 88     -         2.744  (meters)       9.00   (feet)  ADJUSTED  
 BC1446  ___________________________________________________________________
 BC1446  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC1446  DYNAMIC HT  -           2.740 (meters)       8.99  (feet)  COMP
 BC1446  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 BC1446
 BC1446  VERT ORDER  -  SECOND    CLASS I
 BC1446
 BC1446.The horizontal coordinates were scaled from a topographic map and have
 BC1446.an estimated accuracy of +/- 6 seconds.
 BC1446
 BC1446.The orthometric height was determined by differential leveling
 BC1446.and adjusted by the National Geodetic Survey in June 1991..
 BC1446
 BC1446.This Tidal Bench Mark is designated as VM 5018
 BC1446.by the Center for Operational Oceanographic Products and Services.
 BC1446
 BC1446.The geoid height was determined by GEOID03.
 BC1446
 BC1446.The dynamic height is computed by dividing the NAVD 88
 BC1446.geopotential number by the normal gravity value computed on the
 BC1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1446.degrees latitude (g = 980.6199 gals.).
 BC1446
 BC1446.The modeled gravity was interpolated from observed gravity values.
 BC1446
 BC1446;                    North         East    Units  Estimated Accuracy
 BC1446;SPC FL E     -   691,930.      145,090.      MT  (+/- 180 meters Scaled)
 BC1446
 BC1446                          SUPERSEDED SURVEY CONTROL
 BC1446
 BC1446  NGVD 29 (09/01/92)    3.080  (m)           10.11   (f) ADJUSTED    2 1
 BC1446
 BC1446.Superseded values are not recommended for survey control.
 BC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1446.See file dsdata.txt to determine how the superseded data were derived.
 BC1446
 BC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP451828(NAD 83)
 BC1446_MARKER: DJ = TIDAL STATION DISK
 BC1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1446_SP_SET: CONCRETE POST
 BC1446_STAMPING: 0097 C 1978
 BC1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1446+STABILITY: SURFACE MOTION
 BC1446
 BC1446  HISTORY     - Date     Condition        Report By
 BC1446  HISTORY     - 1978     MONUMENTED       NOS
 BC1446  HISTORY     - 1978     GOOD             FLDNR
 BC1446  HISTORY     - 20030108 MARK NOT FOUND   FLDEP
 BC1446
 BC1446                          STATION DESCRIPTION
 BC1446
 BC1446'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1446'4.25 MI SE FROM YULEE.
 BC1446'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1446'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1446'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1446'FOUR 90 DEGREES CURVES, CONTINUE THROUGH THE CURVES AND RESUME
 BC1446'THE SOUTHEASTERLY BEARING, (HARST ROAD CHANGES TO WILSON NECK
 BC1446'ROAD), 1.2 MILES TO THE INTERSECTION WITH AVANT ROAD, PROCEED
 BC1446'SOUTHERLY ALONG AVANT ROAD 0.25 MILES TO THE MARK.
 BC1446'MARK BEARS 205 FEET NORTHEASTERLY FROM THE CENTER LINE
 BC1446'OF AVANT ROAD, 1.5 FEET SOUTHEASTERLY FROM A FENCE LINE
 BC1446'ALONG THE EASTERLY BOUNDRY OF ROBERT W SHANNONS
 BC1446'PROPERTY, 73.5 FEET SOUTHEASTERLY OF THE SOUTHEAST
 BC1446'CORNER OF THE ROBERT W SHANNON RESIDENCE, 39 FEET
 BC1446
 BC1446                          STATION RECOVERY (2003)
 BC1446
 BC1446'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1446'SEARCH FOR, NOT FOUND.  MAY FALL IN PEN OF HALF DOZEN DOGS AT 1456
 BC1446'AVANT ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1445 ***********************************************************************
 BC1445  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1445  DESIGNATION -  872 0097 D TIDAL
 BC1445  PID         -  BC1445
 BC1445  STATE/COUNTY-  FL/NASSAU
 BC1445  USGS QUAD   -  HEDGES (1992)
 BC1445
 BC1445                         *CURRENT SURVEY CONTROL
 BC1445  ___________________________________________________________________
 BC1445* NAD 83(1986)-  30 34 49.     (N)    081 34 27.     (W)     SCALED    
 BC1445* NAVD 88     -         4.444  (meters)      14.58   (feet)  ADJUSTED  
 BC1445  ___________________________________________________________________
 BC1445  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC1445  DYNAMIC HT  -           4.439 (meters)      14.56  (feet)  COMP
 BC1445  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 BC1445
 BC1445  VERT ORDER  -  SECOND    CLASS I
 BC1445
 BC1445.The horizontal coordinates were scaled from a topographic map and have
 BC1445.an estimated accuracy of +/- 6 seconds.
 BC1445
 BC1445.The orthometric height was determined by differential leveling
 BC1445.and adjusted by the National Geodetic Survey in June 1991..
 BC1445
 BC1445.This Tidal Bench Mark is designated as VM 5019
 BC1445.by the Center for Operational Oceanographic Products and Services.
 BC1445
 BC1445.The geoid height was determined by GEOID03.
 BC1445
 BC1445.The dynamic height is computed by dividing the NAVD 88
 BC1445.geopotential number by the normal gravity value computed on the
 BC1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1445.degrees latitude (g = 980.6199 gals.).
 BC1445
 BC1445.The modeled gravity was interpolated from observed gravity values.
 BC1445
 BC1445;                    North         East    Units  Estimated Accuracy
 BC1445;SPC FL E     -   692,330.      144,930.      MT  (+/- 180 meters Scaled)
 BC1445
 BC1445                          SUPERSEDED SURVEY CONTROL
 BC1445
 BC1445  NGVD 29 (09/01/92)    4.781  (m)           15.69   (f) ADJUSTED    2 1
 BC1445
 BC1445.Superseded values are not recommended for survey control.
 BC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1445.See file dsdata.txt to determine how the superseded data were derived.
 BC1445
 BC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP449832(NAD 83)
 BC1445_MARKER: DJ = TIDAL STATION DISK
 BC1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1445_SP_SET: CONCRETE HEADWALL
 BC1445_STAMPING: 0097 1978
 BC1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1445
 BC1445  HISTORY     - Date     Condition        Report By
 BC1445  HISTORY     - 1978     MONUMENTED       NOS
 BC1445  HISTORY     - 1978     GOOD             FLDNR
 BC1445
 BC1445                          STATION DESCRIPTION
 BC1445
 BC1445'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1445'3.8 MI SE FROM YULEE.
 BC1445'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1445'YULEE, PROCEED SOUTH ON US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1445'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1445'FOUR NINETY DEGREE CURVES, CONTINUE THROUGH THE CURVES AND RESUME
 BC1445'THE SOUTHEASTERLY BEARING 1.2 MILES TO THE INTERSECTION OF WILSON
 BC1445'NECK ROAD, (HARTS ROAD CHANGES TO WILSON NECK ROAD), AND ELLIS
 BC1445'ROAD, AND THE MARK. MARK BEARS 23 FEET EAST OF THE INTERSECTION
 BC1445'65 FEET EAST OF A TELEPHONE POLE, 1.7 FEET EAST OF THE WEST END
 BC1445'OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1444 ***********************************************************************
 BC1444  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1444  DESIGNATION -  872 0097 E TIDAL
 BC1444  PID         -  BC1444
 BC1444  STATE/COUNTY-  FL/NASSAU
 BC1444  USGS QUAD   -  HEDGES (1992)
 BC1444
 BC1444                         *CURRENT SURVEY CONTROL
 BC1444  ___________________________________________________________________
 BC1444* NAD 83(1986)-  30 35 14.     (N)    081 35 03.     (W)     SCALED    
 BC1444* NAVD 88     -         5.817  (meters)      19.08   (feet)  ADJUSTED  
 BC1444  ___________________________________________________________________
 BC1444  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC1444  DYNAMIC HT  -           5.809 (meters)      19.06  (feet)  COMP
 BC1444  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BC1444
 BC1444  VERT ORDER  -  SECOND    CLASS I
 BC1444
 BC1444.The horizontal coordinates were scaled from a topographic map and have
 BC1444.an estimated accuracy of +/- 6 seconds.
 BC1444
 BC1444.The orthometric height was determined by differential leveling
 BC1444.and adjusted by the National Geodetic Survey in June 1991..
 BC1444
 BC1444.This Tidal Bench Mark is designated as VM 5020
 BC1444.by the Center for Operational Oceanographic Products and Services.
 BC1444
 BC1444.The geoid height was determined by GEOID03.
 BC1444
 BC1444.The dynamic height is computed by dividing the NAVD 88
 BC1444.geopotential number by the normal gravity value computed on the
 BC1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1444.degrees latitude (g = 980.6199 gals.).
 BC1444
 BC1444.The modeled gravity was interpolated from observed gravity values.
 BC1444
 BC1444;                    North         East    Units  Estimated Accuracy
 BC1444;SPC FL E     -   693,110.      143,970.      MT  (+/- 180 meters Scaled)
 BC1444
 BC1444                          SUPERSEDED SURVEY CONTROL
 BC1444
 BC1444  NGVD 29 (09/01/92)    6.154  (m)           20.19   (f) ADJUSTED    2 1
 BC1444
 BC1444.Superseded values are not recommended for survey control.
 BC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1444.See file dsdata.txt to determine how the superseded data were derived.
 BC1444
 BC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP439840(NAD 83)
 BC1444_MARKER: DJ = TIDAL STATION DISK
 BC1444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1444_SP_SET: CONCRETE HEADWALL
 BC1444_STAMPING: 0097 E 1978
 BC1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1444
 BC1444  HISTORY     - Date     Condition        Report By
 BC1444  HISTORY     - 1978     MONUMENTED       NOS
 BC1444  HISTORY     - 1978     GOOD             FLDNR
 BC1444
 BC1444                          STATION DESCRIPTION
 BC1444
 BC1444'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1444'3.2 MI SE FROM YULEE.
 BC1444'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1444'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1444'THENCE PROCEED SOUTHEAST ALONG HARTS ROAD, 0.8 MILES TO THE FIRST
 BC1444'OF FOUR NINETY DEGREE CURVES, CONTINUE THROUGH THE CURVES AND
 BC1444'RESUME THE SOUTHEASTERLY BEARING FOR A DISTANCE OF 0.8 MILES TO THE
 BC1444'INTERSECTION OF WILSON NECK ROAD, (HARTS ROAD CHANGES NAMES),
 BC1444'AND LANA COURT, AND THE MARK. MARK BEARS 28 FEET SOUTHEAST OF
 BC1444'THE INTERSECTION OF WILSON NECK ROAD AND LANA COURT ROAD, 7.5 FEET
 BC1444'NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF THE WEST EDGE OF THE
 BC1444'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4729 ***********************************************************************
 AJ4729  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4729  DESIGNATION -  872 0098 F TIDAL
 AJ4729  PID         -  AJ4729
 AJ4729  STATE/COUNTY-  FL/NASSAU
 AJ4729  USGS QUAD   -  HEDGES (1992)
 AJ4729
 AJ4729                         *CURRENT SURVEY CONTROL
 AJ4729  ___________________________________________________________________
 AJ4729* NAD 83(1986)-  30 34 10.     (N)    081 30 38.     (W)     SCALED    
 AJ4729* NAVD 88     -         3.177  (meters)      10.42   (feet)  ADJUSTED  
 AJ4729  ___________________________________________________________________
 AJ4729  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AJ4729  DYNAMIC HT  -           3.173 (meters)      10.41  (feet)  COMP
 AJ4729  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 AJ4729
 AJ4729  VERT ORDER  -  SECOND    CLASS I
 AJ4729
 AJ4729.The horizontal coordinates were scaled from a topographic map and have
 AJ4729.an estimated accuracy of +/- 6 seconds.
 AJ4729
 AJ4729.The orthometric height was determined by differential leveling
 AJ4729.and adjusted by the National Geodetic Survey in April 2002..
 AJ4729.No vertical observational check was made to the station.
 AJ4729
 AJ4729.This Tidal Bench Mark is designated as VM 5027
 AJ4729.by the Center for Operational Oceanographic Products and Services.
 AJ4729
 AJ4729.The geoid height was determined by GEOID03.
 AJ4729
 AJ4729.The dynamic height is computed by dividing the NAVD 88
 AJ4729.geopotential number by the normal gravity value computed on the
 AJ4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4729.degrees latitude (g = 980.6199 gals.).
 AJ4729
 AJ4729.The modeled gravity was interpolated from observed gravity values.
 AJ4729
 AJ4729;                    North         East    Units  Estimated Accuracy
 AJ4729;SPC FL E     -   691,100.      151,030.      MT  (+/- 180 meters Scaled)
 AJ4729
 AJ4729                          SUPERSEDED SURVEY CONTROL
 AJ4729
 AJ4729.No superseded survey control is available for this station.
 AJ4729
 AJ4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP510819(NAD 83)
 AJ4729_MARKER: DJ = TIDAL STATION DISK
 AJ4729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4729_STAMPING: 0098 F 1977
 AJ4729_MARK LOGO: NOS   
 AJ4729_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4729
 AJ4729  HISTORY     - Date     Condition        Report By
 AJ4729  HISTORY     - 1977     MONUMENTED       NOS
 AJ4729  HISTORY     - 1987     GOOD             FLDNR
 AJ4729
 AJ4729                          STATION DESCRIPTION
 AJ4729
 AJ4729'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4729'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 AJ4729'YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO THE JUNCTION OF STATE
 AJ4729'ROAD 107, GO 2.9 MILES SOUTH ON STATE ROAD 107 TO THE JUNCTION OF
 AJ4729'STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7 MILE SOUTHEAST ON STATE
 AJ4729'ROAD 107-A TO THE JUNCTION OF RIVER ROAD LEADING WEST AND THE MARK.
 AJ4729'THE MARK BEARS 67.0 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF STATE
 AJ4729'ROAD 107-A AND RIVER ROAD, 50.7 FEET WEST-SOUTHWEST OF A FENCE LINE,
 AJ4729'AND 3.5 FEET NORTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 AJ4729'THE MARK IS 3.5 FT FROM A OWER POLE WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4730 ***********************************************************************
 AJ4730  DESIGNATION -  872 0098 G TIDAL
 AJ4730  PID         -  AJ4730
 AJ4730  STATE/COUNTY-  FL/NASSAU
 AJ4730  USGS QUAD   -  HEDGES (1992)
 AJ4730
 AJ4730                         *CURRENT SURVEY CONTROL
 AJ4730  ___________________________________________________________________
 AJ4730* NAD 83(1986)-  30 34 10.     (N)    081 30 27.     (W)     SCALED    
 AJ4730* NAVD 88     -         2.757  (meters)       9.05   (feet)  ADJUSTED  
 AJ4730  ___________________________________________________________________
 AJ4730  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AJ4730  DYNAMIC HT  -           2.753 (meters)       9.03  (feet)  COMP
 AJ4730  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 AJ4730
 AJ4730  VERT ORDER  -  SECOND    CLASS I
 AJ4730
 AJ4730.The horizontal coordinates were scaled from a topographic map and have
 AJ4730.an estimated accuracy of +/- 6 seconds.
 AJ4730
 AJ4730.The orthometric height was determined by differential leveling
 AJ4730.and adjusted by the National Geodetic Survey in April 2002..
 AJ4730.No vertical observational check was made to the station.
 AJ4730
 AJ4730.The geoid height was determined by GEOID03.
 AJ4730
 AJ4730.The dynamic height is computed by dividing the NAVD 88
 AJ4730.geopotential number by the normal gravity value computed on the
 AJ4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4730.degrees latitude (g = 980.6199 gals.).
 AJ4730
 AJ4730.The modeled gravity was interpolated from observed gravity values.
 AJ4730
 AJ4730;                    North         East    Units  Estimated Accuracy
 AJ4730;SPC FL E     -   691,100.      151,320.      MT  (+/- 180 meters Scaled)
 AJ4730
 AJ4730                          SUPERSEDED SURVEY CONTROL
 AJ4730
 AJ4730.No superseded survey control is available for this station.
 AJ4730
 AJ4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP513819(NAD 83)
 AJ4730_MARKER: DJ = TIDAL STATION DISK
 AJ4730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4730_STAMPING: 0098 G 1987
 AJ4730_PROJECTION: PROJECTING 30 CENTIMETERS
 AJ4730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4730_ROD/PIPE-DEPTH:  3.4 meters
 AJ4730
 AJ4730  HISTORY     - Date     Condition        Report By
 AJ4730  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4730
 AJ4730                          STATION DESCRIPTION
 AJ4730
 AJ4730'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 AJ4730'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 AJ4730'YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO ITS JUNCTION WITH STATE
 AJ4730'ROAD 107, GO 2.9 MILES SOUTH ON STATE ROAD A1A TO ITS JUNCTION WITH
 AJ4730'STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.9 MILE SOUTHEAST ON STATE
 AJ4730'ROAD 107-A TO THE JUNCTION OF NASSAU RIVER ROAD AND THE MARK.  THE
 AJ4730'MARK BEARS 30.0 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 107-A, 3.0
 AJ4730'FEET WEST OF A POWER POLE, AND 10.1 FEET EAST OF A WHITE CORNER POST.
 AJ4730'THE MARK IS 2.0 E FROM A WHITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0834 ***********************************************************************
 BC0834  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0834  DESIGNATION -  872 0098 TIDAL 1
 BC0834  PID         -  BC0834
 BC0834  STATE/COUNTY-  FL/NASSAU
 BC0834  USGS QUAD   -  HEDGES (1992)
 BC0834
 BC0834                         *CURRENT SURVEY CONTROL
 BC0834  ___________________________________________________________________
 BC0834* NAD 83(1986)-  30 34 10.     (N)    081 30 52.     (W)     SCALED    
 BC0834* NAVD 88     -         5.440  (meters)      17.85   (feet)  ADJUSTED  
 BC0834  ___________________________________________________________________
 BC0834  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC0834  DYNAMIC HT  -           5.433 (meters)      17.82  (feet)  COMP
 BC0834  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BC0834
 BC0834  VERT ORDER  -  SECOND    CLASS I
 BC0834
 BC0834.The horizontal coordinates were scaled from a topographic map and have
 BC0834.an estimated accuracy of +/- 6 seconds.
 BC0834
 BC0834.The orthometric height was determined by differential leveling
 BC0834.and adjusted by the National Geodetic Survey in April 2002..
 BC0834.No vertical observational check was made to the station.
 BC0834
 BC0834.This Tidal Bench Mark is designated as VM 5023
 BC0834.by the Center for Operational Oceanographic Products and Services.
 BC0834
 BC0834.The geoid height was determined by GEOID03.
 BC0834
 BC0834.The dynamic height is computed by dividing the NAVD 88
 BC0834.geopotential number by the normal gravity value computed on the
 BC0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0834.degrees latitude (g = 980.6199 gals.).
 BC0834
 BC0834.The modeled gravity was interpolated from observed gravity values.
 BC0834
 BC0834;                    North         East    Units  Estimated Accuracy
 BC0834;SPC FL E     -   691,100.      150,650.      MT  (+/- 180 meters Scaled)
 BC0834
 BC0834                          SUPERSEDED SURVEY CONTROL
 BC0834
 BC0834  NAVD 88 (06/15/91)    5.443  (m)           17.86   (f) UNKNOWN     1 1
 BC0834
 BC0834.Superseded values are not recommended for survey control.
 BC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0834.See file dsdata.txt to determine how the superseded data were derived.
 BC0834
 BC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP506820(NAD 83)
 BC0834_MARKER: DJ = TIDAL STATION DISK
 BC0834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC0834_SP_SET: BRICK FACE OF CARPORT
 BC0834_STAMPING: 1 1973
 BC0834_MARK LOGO: NOS   
 BC0834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0834
 BC0834  HISTORY     - Date     Condition        Report By
 BC0834  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0834  HISTORY     - 1975     GOOD             FLDNR
 BC0834  HISTORY     - 1987     GOOD             FLDNR
 BC0834
 BC0834                          STATION DESCRIPTION
 BC0834
 BC0834'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0834'AT NASSAUVILLE.
 BC0834'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 1, 1973,
 BC0834'LOCATED AT THE HOME OF CONNOR HENRY, ON RIVER ROAD (BOX 133B),
 BC0834'SET VERTICALLY FLUSH IN THE EAST BRICK FACE OF THE CARPORT, 6
 BC0834'INCHES ABOVE GROUND, 3 INCHES ABOVE CONCRETE FOUNDATION OF
 BC0834'CARPORT, 6 INCHES NORTH OF JUNCTION OF HOUSE AND CARPORT, ABOUT
 BC0834'105 FEET SOUTH SOUTHWEST OF BENCH MARK 2.
 BC0834
 BC0834                          STATION RECOVERY (1987)
 BC0834
 BC0834'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0834'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0834'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0834'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0834'ITS JUNCTION WITH STATE ROAD 107, GO 2.3 MILES SOUTH ON STATE ROAD 107
 BC0834'TO ITS JUNCTION WITH STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7
 BC0834'MILE SOUTHEAST ON STATE ROAD 107-A TO THE JUNCTION OF RIVER ROAD
 BC0834'LEADING WEST, GO 0.2 MILE WEST ON RIVER ROAD TO THE RESIDENCE OF
 BC0834'CONNOR HENRY AT 133 RIVER ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0833 ***********************************************************************
 BC0833  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0833  DESIGNATION -  872 0098 TIDAL 2
 BC0833  PID         -  BC0833
 BC0833  STATE/COUNTY-  FL/NASSAU
 BC0833  USGS QUAD   -  HEDGES (1992)
 BC0833
 BC0833                         *CURRENT SURVEY CONTROL
 BC0833  ___________________________________________________________________
 BC0833* NAD 83(1986)-  30 34 10.     (N)    081 30 52.     (W)     SCALED    
 BC0833* NAVD 88     -         4.997  (meters)      16.39   (feet)  ADJUSTED  
 BC0833  ___________________________________________________________________
 BC0833  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC0833  DYNAMIC HT  -           4.991 (meters)      16.37  (feet)  COMP
 BC0833  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BC0833
 BC0833  VERT ORDER  -  FIRST     CLASS I
 BC0833
 BC0833.The horizontal coordinates were scaled from a topographic map and have
 BC0833.an estimated accuracy of +/- 6 seconds.
 BC0833
 BC0833.The orthometric height was determined by differential leveling
 BC0833.and adjusted by the National Geodetic Survey in June 1991..
 BC0833
 BC0833.This Tidal Bench Mark is designated as VM 5024
 BC0833.by the Center for Operational Oceanographic Products and Services.
 BC0833
 BC0833.The geoid height was determined by GEOID03.
 BC0833
 BC0833.The dynamic height is computed by dividing the NAVD 88
 BC0833.geopotential number by the normal gravity value computed on the
 BC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0833.degrees latitude (g = 980.6199 gals.).
 BC0833
 BC0833.The modeled gravity was interpolated from observed gravity values.
 BC0833
 BC0833;                    North         East    Units  Estimated Accuracy
 BC0833;SPC FL E     -   691,100.      150,650.      MT  (+/- 180 meters Scaled)
 BC0833
 BC0833                          SUPERSEDED SURVEY CONTROL
 BC0833
 BC0833  NGVD 29 (??/??/92)    5.344  (m)           17.53   (f) ADJ UNCH    1 1
 BC0833
 BC0833.Superseded values are not recommended for survey control.
 BC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0833.See file dsdata.txt to determine how the superseded data were derived.
 BC0833
 BC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP506820(NAD 83)
 BC0833_MARKER: DJ = TIDAL STATION DISK
 BC0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0833_SP_SET: CONCRETE
 BC0833_STAMPING: 2 1973
 BC0833_MARK LOGO: NOS   
 BC0833_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0833
 BC0833  HISTORY     - Date     Condition        Report By
 BC0833  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0833  HISTORY     - 1975     GOOD             FLDNR
 BC0833  HISTORY     - 1987     GOOD             FLDNR
 BC0833
 BC0833                          STATION DESCRIPTION
 BC0833
 BC0833'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0833'AT NASSAUVILLE.
 BC0833'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 2 1973,
 BC0833'LOCATED AT THE HOME OF CONNOR HENRY, ON RIVER ROAD (BOX 133B)
 BC0833'SET FLUSH IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT IN
 BC0833'THE NORTHEAST CORNER OF THE PROPERTY ABOUT FLUSH WITH THE GROUND,
 BC0833'ON THE SOUTH RIGHT-OF-WAY OF RIVER ROAD, ABOUT 33 FEET FROM THE
 BC0833'CENTERLINE, ABOUT 105 FEET NORTH NORTHEAST OF BENCH MARK 1,
 BC0833'2 FEET WEST OF A POWER LINE POLE, ABOUT 15 FEET NORTH OF A 6
 BC0833'INCH ROUND CONCRETE PROPERTY CORNER MARKER PROJECTING 8 INCHES,
 BC0833'WITH A 1 FOOT LONG, 1/2 INCH GALVANIZED PIPE IN THE CENTER.
 BC0833
 BC0833                          STATION RECOVERY (1987)
 BC0833
 BC0833'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0833'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0833'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0833'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0833'ITS JUNCTION WITH STATE ROAD 107, GO 2.3 MILES SOUTH ON STATE ROAD 107
 BC0833'TO ITS JUNCTION WITH STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7
 BC0833'MILE SOUTHEAST ON STATE ROAD 107-A TO THE JUNCTION OF RIVER ROAD
 BC0833'LEADING WEST, GO 0.2 MILE WEST ON RIVER ROAD TO THE RESIDENCE OF
 BC0833'CONNOR HENRY AT 133 RIVER ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0836 ***********************************************************************
 BC0836  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0836  DESIGNATION -  872 0098 TIDAL 3
 BC0836  PID         -  BC0836
 BC0836  STATE/COUNTY-  FL/NASSAU
 BC0836  USGS QUAD   -  HEDGES (1992)
 BC0836
 BC0836                         *CURRENT SURVEY CONTROL
 BC0836  ___________________________________________________________________
 BC0836* NAD 83(1986)-  30 34 09.     (N)    081 30 39.     (W)     SCALED    
 BC0836* NAVD 88     -         3.333  (meters)      10.94   (feet)  ADJUSTED  
 BC0836  ___________________________________________________________________
 BC0836  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC0836  DYNAMIC HT  -           3.329 (meters)      10.92  (feet)  COMP
 BC0836  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BC0836
 BC0836  VERT ORDER  -  FIRST     CLASS I
 BC0836
 BC0836.The horizontal coordinates were scaled from a topographic map and have
 BC0836.an estimated accuracy of +/- 6 seconds.
 BC0836
 BC0836.The orthometric height was determined by differential leveling
 BC0836.and adjusted by the National Geodetic Survey in June 1991..
 BC0836
 BC0836.This Tidal Bench Mark is designated as VM 5025
 BC0836.by the Center for Operational Oceanographic Products and Services.
 BC0836
 BC0836.The geoid height was determined by GEOID03.
 BC0836
 BC0836.The dynamic height is computed by dividing the NAVD 88
 BC0836.geopotential number by the normal gravity value computed on the
 BC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0836.degrees latitude (g = 980.6199 gals.).
 BC0836
 BC0836.The modeled gravity was interpolated from observed gravity values.
 BC0836
 BC0836;                    North         East    Units  Estimated Accuracy
 BC0836;SPC FL E     -   691,070.      151,000.      MT  (+/- 180 meters Scaled)
 BC0836
 BC0836                          SUPERSEDED SURVEY CONTROL
 BC0836
 BC0836.No superseded survey control is available for this station.
 BC0836
 BC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP510819(NAD 83)
 BC0836_MARKER: DJ = TIDAL STATION DISK
 BC0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0836_STAMPING: 3 1973
 BC0836_MARK LOGO: NOS   
 BC0836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0836+STABILITY: SURFACE MOTION
 BC0836
 BC0836  HISTORY     - Date     Condition        Report By
 BC0836  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0836  HISTORY     - 1975     GOOD             FLDNR
 BC0836  HISTORY     - 1987     GOOD             FLDNR
 BC0836
 BC0836                          STATION DESCRIPTION
 BC0836
 BC0836'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0836'AT NASSAUVILLE.
 BC0836'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 3 1973,
 BC0836'LOCATED ON RIVER ROAD, SET FLUSH IN TOP OF A 6 INCH ROUND
 BC0836'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, ON THE
 BC0836'SOUTH RIGHT-OF-WAY ABOUT 33 FEET SOUTH OF THE CENTERLINE OF RIVER
 BC0836'ROAD, 2 FEET WEST OF A POWER LINE POLE (3RD POWER LINE POLE EAST
 BC0836'OF BENCH MARK 2) ABOUT 155 FEET WEST OF THE CENTERLINE OF A
 BC0836'DRIVEWAY AT 135 RIVER ROAD.
 BC0836
 BC0836                          STATION RECOVERY (1987)
 BC0836
 BC0836'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0836'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0836'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0836'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0836'ITS JUNCTION WITH STATE ROAD 107, GO 2.3 MILES SOUTH ON STATE ROAD 107
 BC0836'TO ITS JUNCTION WITH STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7
 BC0836'MILE SOUTHEAST ON STATE ROAD 107-A TO THE JUNCTION OF RIVER ROAD
 BC0836'LEADING WEST, GO O.1 MILE WEST ON RIVER ROAD TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0835 ***********************************************************************
 BC0835  DESIGNATION -  872 0098 TIDAL 4
 BC0835  PID         -  BC0835
 BC0835  STATE/COUNTY-  FL/NASSAU
 BC0835  USGS QUAD   -  HEDGES (1992)
 BC0835
 BC0835                         *CURRENT SURVEY CONTROL
 BC0835  ___________________________________________________________________
 BC0835* NAD 83(1986)-  30 34 11.     (N)    081 30 38.     (W)     SCALED    
 BC0835* NAVD 88     -         3.121  (meters)      10.24   (feet)  ADJUSTED  
 BC0835  ___________________________________________________________________
 BC0835  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC0835  DYNAMIC HT  -           3.117 (meters)      10.23  (feet)  COMP
 BC0835  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BC0835
 BC0835  VERT ORDER  -  FIRST     CLASS I
 BC0835
 BC0835.The horizontal coordinates were scaled from a topographic map and have
 BC0835.an estimated accuracy of +/- 6 seconds.
 BC0835
 BC0835.The orthometric height was determined by differential leveling
 BC0835.and adjusted by the National Geodetic Survey in June 1991..
 BC0835
 BC0835.The geoid height was determined by GEOID03.
 BC0835
 BC0835.The dynamic height is computed by dividing the NAVD 88
 BC0835.geopotential number by the normal gravity value computed on the
 BC0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0835.degrees latitude (g = 980.6199 gals.).
 BC0835
 BC0835.The modeled gravity was interpolated from observed gravity values.
 BC0835
 BC0835;                    North         East    Units  Estimated Accuracy
 BC0835;SPC FL E     -   691,130.      151,030.      MT  (+/- 180 meters Scaled)
 BC0835
 BC0835                          SUPERSEDED SURVEY CONTROL
 BC0835
 BC0835  NGVD 29 (??/??/92)    3.468  (m)           11.38   (f) ADJ UNCH    1 1
 BC0835
 BC0835.Superseded values are not recommended for survey control.
 BC0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0835.See file dsdata.txt to determine how the superseded data were derived.
 BC0835
 BC0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP510820(NAD 83)
 BC0835_MARKER: DJ = TIDAL STATION DISK
 BC0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0835_STAMPING: 4 1973
 BC0835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0835+STABILITY: SURFACE MOTION
 BC0835
 BC0835  HISTORY     - Date     Condition        Report By
 BC0835  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0835  HISTORY     - 1975     GOOD             FLDNR
 BC0835  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 BC0835  HISTORY     - 20030107 POOR             FLDEP
 BC0835
 BC0835                          STATION DESCRIPTION
 BC0835
 BC0835'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0835'AT NASSAUVILLE.
 BC0835'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 4 1973,
 BC0835'LOCATED AT THE INTERSECTION OF SEYMOUR POINT ROAD AND RIVER
 BC0835'ROAD, SET FLUSH IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 BC0835'PROJECTING ABOUT 1 INCH ABOVE GROUND, ABOUT 20 FEET SOUTH OF
 BC0835'THE CENTERLINE OF RIVER ROAD, ABOUT 5 FEET SOUTH OF THE EDGE
 BC0835'OF PAVEMENT, ABOUT 50 FEET SOUTHWEST OF THE CENTERLINE ABOUT
 BC0835'AT THE CENTER OF THE CURVE OF SEYMOUR POINT ROAD, 4 FEET WEST
 BC0835'OF A STOP SIGN, ABOUT MIDWAY BETWEEN TWO DIRT DRIVEWAYS.
 BC0835
 BC0835                          STATION RECOVERY (1987)
 BC0835
 BC0835'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0835'THE MARK WAS NOT FOUND.
 BC0835
 BC0835                          STATION RECOVERY (2003)
 BC0835
 BC0835'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC0835'BENCH MARK HAS BEEN DISTURBED AND THE DISK AND TOP PART OF THE
 BC0835'MONUMENT ARE MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0837 ***********************************************************************
 BC0837  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0837  DESIGNATION -  872 0098 TIDAL 5
 BC0837  PID         -  BC0837
 BC0837  STATE/COUNTY-  FL/NASSAU
 BC0837  USGS QUAD   -  HEDGES (1992)
 BC0837
 BC0837                         *CURRENT SURVEY CONTROL
 BC0837  ___________________________________________________________________
 BC0837* NAD 83(1986)-  30 34 11.     (N)    081 30 35.     (W)     SCALED    
 BC0837* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 BC0837  ___________________________________________________________________
 BC0837  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC0837  DYNAMIC HT  -           1.704 (meters)       5.59  (feet)  COMP
 BC0837  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BC0837
 BC0837  VERT ORDER  -  SECOND    CLASS I
 BC0837
 BC0837.The horizontal coordinates were scaled from a topographic map and have
 BC0837.an estimated accuracy of +/- 6 seconds.
 BC0837
 BC0837.The orthometric height was determined by differential leveling
 BC0837.and adjusted by the National Geodetic Survey in April 2002..
 BC0837.No vertical observational check was made to the station.
 BC0837
 BC0837.This Tidal Bench Mark is designated as VM 5026
 BC0837.by the Center for Operational Oceanographic Products and Services.
 BC0837
 BC0837.The geoid height was determined by GEOID03.
 BC0837
 BC0837.The dynamic height is computed by dividing the NAVD 88
 BC0837.geopotential number by the normal gravity value computed on the
 BC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0837.degrees latitude (g = 980.6199 gals.).
 BC0837
 BC0837.The modeled gravity was interpolated from observed gravity values.
 BC0837
 BC0837;                    North         East    Units  Estimated Accuracy
 BC0837;SPC FL E     -   691,130.      151,110.      MT  (+/- 180 meters Scaled)
 BC0837
 BC0837                          SUPERSEDED SURVEY CONTROL
 BC0837
 BC0837  NAVD 88 (06/15/91)    1.692  (m)            5.55   (f) UNKNOWN     1 1
 BC0837  NGVD 29 (??/??/92)    2.039  (m)            6.69   (f) ADJ UNCH    1 1
 BC0837
 BC0837.Superseded values are not recommended for survey control.
 BC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0837.See file dsdata.txt to determine how the superseded data were derived.
 BC0837
 BC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP511820(NAD 83)
 BC0837_MARKER: DJ = TIDAL STATION DISK
 BC0837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0837_SP_SET: CULVERT
 BC0837_STAMPING: 5 1973
 BC0837_MARK LOGO: NOS   
 BC0837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0837
 BC0837  HISTORY     - Date     Condition        Report By
 BC0837  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0837  HISTORY     - 1975     GOOD             FLDNR
 BC0837  HISTORY     - 1987     GOOD             FLDNR
 BC0837  HISTORY     - 20030107 POOR             FLDEP
 BC0837
 BC0837                          STATION DESCRIPTION
 BC0837
 BC0837'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0837'AT NASSAUVILLE.
 BC0837'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 5 1973,
 BC0837'LOCATED ON SEYMOUR POINT ROAD, SET FLUSH IN THE TOP CENTER OF
 BC0837'A 1 FOOT THICK CONCRETE CULVERT, AT ITS WEST CORNER, ON THE
 BC0837'SOUTH SIDE OF ROAD, ABOUT 22 FEET SOUTH OF THE CENTERLINE,
 BC0837'ABOUT 2 FEET BELOW ROAD SURFACE, ABOUT 12 FEET WEST OF CENTER
 BC0837'OF CULVERT, ABOUT 75 FEET WEST OF A POWER LINE POLE, ABOUT
 BC0837'375 FEET EAST OF BENCH MARK 4 AND SEYMOUR POINT ROAD.
 BC0837
 BC0837                          STATION RECOVERY (1987)
 BC0837
 BC0837'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0837'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0837'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0837'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0837'THE JUNTION OF STATE ROAD 107, GO 2.9 MILES SOUTH ON STATE ROAD 107 TO
 BC0837'THE JUNCTION OF STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.75 MILE
 BC0837'SOUTHEAST ON STATE ROAD 107-A TO THE MARK.
 BC0837
 BC0837                          STATION RECOVERY (2003)
 BC0837
 BC0837'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC0837'SET IN A CONCRETE HEADWALL WHICH IS DETERIORATING AND THE ELEVATION
 BC0837'MAY HAVE CHANGED.  MARK APPEARS TO BE TILTED DOWN AND SLIGHTLY TO THE
 BC0837'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9629 ***********************************************************************
 DH9629  DESIGNATION -  872 0119 A TIDAL
 DH9629  PID         -  DH9629
 DH9629  STATE/COUNTY-  FL/DUVAL
 DH9629  USGS QUAD   -  HEDGES (1992)
 DH9629
 DH9629                         *CURRENT SURVEY CONTROL
 DH9629  ___________________________________________________________________
 DH9629* NAD 83(1986)-  30 32 11.     (N)    081 34 39.     (W)     SCALED    
 DH9629* NAVD 88     -         1.037  (meters)       3.40   (feet)  ADJUSTED  
 DH9629  ___________________________________________________________________
 DH9629  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DH9629  DYNAMIC HT  -           1.035 (meters)       3.40  (feet)  COMP
 DH9629  MODELED GRAV-     979,379.0   (mgal)                       NAVD 88
 DH9629
 DH9629  VERT ORDER  -  SECOND    CLASS I
 DH9629
 DH9629.The horizontal coordinates were scaled from a topographic map and have
 DH9629.an estimated accuracy of +/- 6 seconds.
 DH9629
 DH9629.The orthometric height was determined by differential leveling
 DH9629.and adjusted by the National Geodetic Survey in June 2006..
 DH9629.No vertical observational check was made to the station.
 DH9629
 DH9629.The geoid height was determined by GEOID03.
 DH9629
 DH9629.The dynamic height is computed by dividing the NAVD 88
 DH9629.geopotential number by the normal gravity value computed on the
 DH9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9629.degrees latitude (g = 980.6199 gals.).
 DH9629
 DH9629.The modeled gravity was interpolated from observed gravity values.
 DH9629
 DH9629;                    North         East    Units  Estimated Accuracy
 DH9629;SPC FL E     -   687,470.      144,580.      MT  (+/- 180 meters Scaled)
 DH9629
 DH9629                          SUPERSEDED SURVEY CONTROL
 DH9629
 DH9629.No superseded survey control is available for this station.
 DH9629
 DH9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP446783(NAD 83)
 DH9629_MARKER: DJ = TIDAL STATION DISK
 DH9629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9629_STAMPING: 0119 A 1978
 DH9629_MARK LOGO: NOS   
 DH9629_PROJECTION: FLUSH
 DH9629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9629+STABILITY: SURFACE MOTION
 DH9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9629+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 DH9629
 DH9629  HISTORY     - Date     Condition        Report By
 DH9629  HISTORY     - 1978     MONUMENTED       NOS
 DH9629  HISTORY     - 20041024 GOOD             FLDEP
 DH9629
 DH9629                          STATION DESCRIPTION
 DH9629
 DH9629'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9629'THE MARK IS 4.7 MI SOUTH-SOUTHEAST OF HEDGES, IN SECTION 43, TOWNSHIP
 DH9629'1 NORTH, RANGE 27 EAST.
 DH9629' 
 DH9629'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND HARTS
 DH9629'ROAD IN HEDGES, GO SOUTH  ON U.S. HIGHWAY 17 FOR 3.8 MI TO THE
 DH9629'JUNCTION OF YELLOW BLUFF ROAD ON THE LEFT, TURN LEFT ON  YELLOW BLUFF
 DH9629'ROAD AND GO SOUTHEAST FOR 1.9 MI TO A DIRT ROAD ON THE LEFT (0.1 MI
 DH9629'SOUTHEAST OF  THE BRIDGE OVER GRANDDADDY BRANCH), TURN LEFT ON THE
 DH9629'DIRT ROAD AND PASSING THROUGH THE GATE  TO A FORK IN THE ROAD, BEAR
 DH9629'RIGHT ON THE DIRT ROAD AND GO SOUTHEAST FOR 0.8 MI TO THE
 DH9629'INTERSECTION OF A NORTHEAST-SOUTHWEST DIRT ROAD, TURN LEFT ON THE DIRT
 DH9629'ROAD AND GO  NORTHEASTERLY APPROXIMATELY 0.4 MI TO THE EDGE OF THE
 DH9629'MARSH FOR THE NASSAU RIVER, THEN GO  NORTHWESTERLY ALONG THE EDGE OF
 DH9629'THE MARSH FOR ABOUT 500.0 FT TO THE MARK ON THE LEFT, SET IN  THE TOP
 DH9629'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH9629' 
 DH9629'LOCATED 139.0 FT SOUTH-SOUTHEAST OF TRIANGULATION STATION MINK 1933,
 DH9629'92.0 FT EAST-SOUTHEAST OF  REFERENCE MARK MINK NO 1 1933, 15.7 FT
 DH9629'SOUTH-SOUTHWEST OF A 12-INCH CEDAR TREE (5.0 FT FROM THE  EDGE THE
 DH9629'MARSH), 15.0 FT NORTHWEST OF AN 18-INCH PALM TREE (6.0 FT FROM THE
 DH9629'EDGE OF THE MARSH),  12.0 FT WEST OF THE EDGE OF THE MARSH, 7.5 FT
 DH9629'SOUTH OF A 15-INCH PINE TREE, 2.0 FT NORTHEAST OF A  METAL WITNESS
 DH9629'POST AND 1.0 FT EAST OF A CARSONITE WITNESS POST.
 DH9629' 
 DH9629'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DH9629' 
 DH9629'NOTE ACCESS THROUGH THE GATE AT YELLOW BLUFF ROAD IS RESTRICTED,
 DH9629'CONTACT DOUG BOREE AT  (904)-751-5047 OR (904)-545-4643 FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9630 ***********************************************************************
 DH9630  DESIGNATION -  872 0119 B TIDAL
 DH9630  PID         -  DH9630
 DH9630  STATE/COUNTY-  FL/DUVAL
 DH9630  USGS QUAD   -  HEDGES (1992)
 DH9630
 DH9630                         *CURRENT SURVEY CONTROL
 DH9630  ___________________________________________________________________
 DH9630* NAD 83(1986)-  30 32 11.     (N)    081 34 43.     (W)     SCALED    
 DH9630* NAVD 88     -         0.871  (meters)       2.86   (feet)  ADJUSTED  
 DH9630  ___________________________________________________________________
 DH9630  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DH9630  DYNAMIC HT  -           0.870 (meters)       2.85  (feet)  COMP
 DH9630  MODELED GRAV-     979,379.0   (mgal)                       NAVD 88
 DH9630
 DH9630  VERT ORDER  -  SECOND    CLASS I
 DH9630
 DH9630.The horizontal coordinates were scaled from a topographic map and have
 DH9630.an estimated accuracy of +/- 6 seconds.
 DH9630
 DH9630.The orthometric height was determined by differential leveling
 DH9630.and adjusted by the National Geodetic Survey in June 2006..
 DH9630.No vertical observational check was made to the station.
 DH9630
 DH9630.The geoid height was determined by GEOID03.
 DH9630
 DH9630.The dynamic height is computed by dividing the NAVD 88
 DH9630.geopotential number by the normal gravity value computed on the
 DH9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9630.degrees latitude (g = 980.6199 gals.).
 DH9630
 DH9630.The modeled gravity was interpolated from observed gravity values.
 DH9630
 DH9630;                    North         East    Units  Estimated Accuracy
 DH9630;SPC FL E     -   687,470.      144,480.      MT  (+/- 180 meters Scaled)
 DH9630
 DH9630                          SUPERSEDED SURVEY CONTROL
 DH9630
 DH9630.No superseded survey control is available for this station.
 DH9630
 DH9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP444783(NAD 83)
 DH9630_MARKER: DJ = TIDAL STATION DISK
 DH9630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9630_STAMPING: 0119 B 1978
 DH9630_MARK LOGO: NOS   
 DH9630_PROJECTION: FLUSH
 DH9630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9630+STABILITY: SURFACE MOTION
 DH9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9630+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 DH9630
 DH9630  HISTORY     - Date     Condition        Report By
 DH9630  HISTORY     - 1978     MONUMENTED       NOS
 DH9630  HISTORY     - 20041024 GOOD             FLDEP
 DH9630
 DH9630                          STATION DESCRIPTION
 DH9630
 DH9630'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9630'THE MARK IS 4.7 MI SOUTH-SOUTHEAST OF HEDGES, IN SECTION 43, TOWNSHIP
 DH9630'1 NORTH, RANGE 27 EAST.
 DH9630' 
 DH9630'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND HARTS
 DH9630'ROAD IN HEDGES, GO SOUTH  ON U.S. HIGHWAY 17 FOR 3.8 MI TO THE
 DH9630'JUNCTION OF YELLOW BLUFF ROAD ON THE LEFT, TURN LEFT ON  YELLOW BLUFF
 DH9630'ROAD AND GO SOUTHEAST FOR 1.9 MI TO A DIRT ROAD ON THE LEFT (0.1 MI
 DH9630'SOUTHEAST OF THE  BRIDGE OVER GRANDDADDY BRANCH), TURN LEFT ON THE
 DH9630'DIRT ROAD AND PASSING THROUGH THE GATE TO  A FORK IN THEROAD, BEAR
 DH9630'RIGHT ON THE DIRT ROAD AND GO SOUTHEAST FOR 0.8 MI TO THE INTERSECTION
 DH9630'OF A NORTHEAST-SOUTHWEST DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND GO
 DH9630'NORTHEASTERLY  APPROXIMATELY 0.4 MI TO THE EDGE OF THE MARSH FOR THE
 DH9630'NASSAU RIVER, THEN GO NORTHWESTERLY  ALONG THE EDGE OF THE MARSH FOR
 DH9630'ABOUT 800.0 FT TO THE MARK ON THE LEFT, SET IN THE TOP OF A  CONCRETE
 DH9630'MONUMENT FLUSH WITH THE GROUND.
 DH9630' 
 DH9630'LOCATED 161.0 FT WEST-NORTHWEST OF TRIANGULATION STATION MINK 1933,
 DH9630'83.8 FT NORTHWEST OF  REFERENCE MARK MINK NO 2 1933, 27.0 FT SOUTH OF
 DH9630'THE EDGE OF THE MARSH, 16.4 FT SOUTH-SOUTHEAST OF  A 10-INCH CEDAR
 DH9630'TREE, 15.5 FT EAST-NORTHEAST OF A 14-INCH PALM TREE, 8.2 FT NORTHEAST
 DH9630'OF A 13-INCH  PINE TREE AND 1.0 FT NORTHEAST OF A CARSONITE WITNESS
 DH9630'POST.
 DH9630' 
 DH9630'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DH9630' 
 DH9630'NOTE ACCESS THROUGH THE GATE AT YELLOW BLUFF ROAD IS RESTRICTED,
 DH9630'CONTACT DOUG BOREE AT  (904)-751-5047 OR (904)-545-4643 FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1369 ***********************************************************************
 BC1369  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1369  DESIGNATION -  872 0135 B TIDAL
 BC1369  PID         -  BC1369
 BC1369  STATE/COUNTY-  FL/DUVAL
 BC1369  USGS QUAD   -  AMELIA CITY (1992)
 BC1369
 BC1369                         *CURRENT SURVEY CONTROL
 BC1369  ___________________________________________________________________
 BC1369* NAD 83(1986)-  30 30 59.     (N)    081 27 20.     (W)     SCALED    
 BC1369* NAVD 88     -         2.473  (meters)       8.11   (feet)  ADJUSTED  
 BC1369  ___________________________________________________________________
 BC1369  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1369  DYNAMIC HT  -           2.470 (meters)       8.10  (feet)  COMP
 BC1369  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 BC1369
 BC1369  VERT ORDER  -  SECOND    CLASS I
 BC1369
 BC1369.The horizontal coordinates were scaled from a topographic map and have
 BC1369.an estimated accuracy of +/- 6 seconds.
 BC1369
 BC1369.The orthometric height was determined by differential leveling
 BC1369.and adjusted by the National Geodetic Survey in April 2002..
 BC1369
 BC1369.This Tidal Bench Mark is designated as VM 5034
 BC1369.by the Center for Operational Oceanographic Products and Services.
 BC1369
 BC1369.The geoid height was determined by GEOID03.
 BC1369
 BC1369.The dynamic height is computed by dividing the NAVD 88
 BC1369.geopotential number by the normal gravity value computed on the
 BC1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1369.degrees latitude (g = 980.6199 gals.).
 BC1369
 BC1369.The modeled gravity was interpolated from observed gravity values.
 BC1369
 BC1369;                    North         East    Units  Estimated Accuracy
 BC1369;SPC FL E     -   685,200.      156,280.      MT  (+/- 180 meters Scaled)
 BC1369
 BC1369                          SUPERSEDED SURVEY CONTROL
 BC1369
 BC1369  NAVD 88 (06/15/91)    2.485  (m)            8.15   (f) UNKNOWN     2 1
 BC1369  NGVD 29 (09/01/92)    2.839  (m)            9.31   (f) ADJUSTED    2 1
 BC1369
 BC1369.Superseded values are not recommended for survey control.
 BC1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1369.See file dsdata.txt to determine how the superseded data were derived.
 BC1369
 BC1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP562760(NAD 83)
 BC1369_MARKER: DJ = TIDAL STATION DISK
 BC1369_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1369_SP_SET: SLAB
 BC1369_STAMPING: 0135 B 1978
 BC1369_MARK LOGO: NOS   
 BC1369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1369
 BC1369  HISTORY     - Date     Condition        Report By
 BC1369  HISTORY     - 1978     MONUMENTED       NOS
 BC1369  HISTORY     - 1978     GOOD             FLDNR
 BC1369  HISTORY     - 1978     GOOD             FLDNR
 BC1369  HISTORY     - 1987     GOOD             FLDNR
 BC1369  HISTORY     - 20030311 MARK NOT FOUND   FLDEP
 BC1369  HISTORY     - 20040419 MARK NOT FOUND   FLDEP
 BC1369
 BC1369                          STATION DESCRIPTION
 BC1369
 BC1369'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1369'5.4 MI SOUTH FROM AMELIA CITY.
 BC1369'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105A
 BC1369'AMELIA CITY, PROCEED SOUTH ALONG STATE ROAD A1A 6.2 MILES JUST SOUTH
 BC1369'OF THE HIGHWAY BRIDGE OVER NASSUA SOUND TO THE LOCATION OF THE MARK.
 BC1369'THE MARK BEARS 88 FEET NORTHWEST OF THE CENTERLINE OF STATE ROAD A1A
 BC1369',43 FEET NORTHWEST OF AN EIGHT INCH CEDAR TREE, 96 FEET SOUTHWEST OF
 BC1369'POWERPOLE WITH METER ATTATCHMENT, 7 FEET SOUTHWEST OF POWERPOLE BB 72.
 BC1369
 BC1369                          STATION RECOVERY (1978)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1369'RECOVERED IN GOOD CONDITION.
 BC1369
 BC1369                          STATION RECOVERY (1987)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1369'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC1369'LOCATED 5.8 MILES SOUTH ON U.S. HIGHWAY A1A FROM THE JUNCTION OF STATE
 BC1369'ROAD 105-A AT AMELIA CITY NOT 6.2 MILES.
 BC1369
 BC1369                          STATION RECOVERY (2003)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1369'SEARCH FOR AND NOT RECEIVED.
 BC1369
 BC1369                          STATION RECOVERY (2004)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1369'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0711 ***********************************************************************
 DI0711  DESIGNATION -  872 0135 C TIDAL
 DI0711  PID         -  DI0711
 DI0711  STATE/COUNTY-  FL/NASSAU
 DI0711  USGS QUAD   -  AMELIA CITY (1992)
 DI0711
 DI0711                         *CURRENT SURVEY CONTROL
 DI0711  ___________________________________________________________________
 DI0711* NAD 83(1986)-  30 31 22.     (N)    081 26 36.     (W)     SCALED    
 DI0711* NAVD 88     -         2.111  (meters)       6.93   (feet)  ADJUSTED  
 DI0711  ___________________________________________________________________
 DI0711  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DI0711  DYNAMIC HT  -           2.108 (meters)       6.92  (feet)  COMP
 DI0711  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 DI0711
 DI0711  VERT ORDER  -  SECOND    CLASS I
 DI0711
 DI0711.The horizontal coordinates were scaled from a topographic map and have
 DI0711.an estimated accuracy of +/- 6 seconds.
 DI0711
 DI0711.The orthometric height was determined by differential leveling
 DI0711.and adjusted by the National Geodetic Survey in September 2006..
 DI0711.No vertical observational check was made to the station.
 DI0711
 DI0711.The geoid height was determined by GEOID03.
 DI0711
 DI0711.The dynamic height is computed by dividing the NAVD 88
 DI0711.geopotential number by the normal gravity value computed on the
 DI0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0711.degrees latitude (g = 980.6199 gals.).
 DI0711
 DI0711.The modeled gravity was interpolated from observed gravity values.
 DI0711
 DI0711;                    North         East    Units  Estimated Accuracy
 DI0711;SPC FL E     -   685,900.      157,450.      MT  (+/- 180 meters Scaled)
 DI0711
 DI0711                          SUPERSEDED SURVEY CONTROL
 DI0711
 DI0711.No superseded survey control is available for this station.
 DI0711
 DI0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP574767(NAD 83)
 DI0711_MARKER: DD = SURVEY DISK
 DI0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0711_STAMPING: 0135 C 2004
 DI0711_MARK LOGO: FLDEP 
 DI0711_PROJECTION: FLUSH
 DI0711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0711+STABILITY: SURFACE MOTION
 DI0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0711+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DI0711
 DI0711  HISTORY     - Date     Condition        Report By
 DI0711  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0711
 DI0711                          STATION DESCRIPTION
 DI0711
 DI0711'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0711'THE MARK IS ABOUT 5.2 MI SOUTH OF AMELIA CITY, IN SECTION 38, TOWNSHIP
 DI0711'1 NORTH, RANGE 28  EAST.
 DI0711' 
 DI0711'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0711'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0711'5.0 MI TO THE JUNCTION OF AN ENTRANCE  ROAD TO AMELIA ISLAND STATE
 DI0711'PARK ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND GO  SOUTH FOR 0.2
 DI0711'MI FOLLOWING THE PAVED ROAD AND THROUGH THE NORTH PARKING LOT TO ITS
 DI0711'SOUTHWEST CORNER AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DI0711'CONCRETE  MONUMENT FLUSH WITH THE GROUND ABOUT LEVEL WITH THE PARKING
 DI0711'LOT.
 DI0711' 
 DI0711'LOCATED 31.4 FT NORTH OF THE CENTERLINE OF THE CONNECTOR ROAD BETWEEN
 DI0711'THE NORTH AND  SOUTH PARKING LOTS, 25.0 FT SOUTHWEST OF A WOODEN
 DI0711'ELECTRIC SERVICE POLE, 4.3 FT  NORTHWEST OF THE WEST CORNER OF THE
 DI0711'MOST WESTERLY SPACE IN THE NORTH PARKING LOT IN  LINE WITH THE
 DI0711'SOUTHWEST SIDE OF THE SPACE AND 0.8 FT SOUTH OF A CARSONITE WITNESS
 DI0711'POST.
 DI0711' 
 DI0711'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0713 ***********************************************************************
 DI0713  DESIGNATION -  872 0135 D TIDAL
 DI0713  PID         -  DI0713
 DI0713  STATE/COUNTY-  FL/NASSAU
 DI0713  USGS QUAD   -  AMELIA CITY (1992)
 DI0713
 DI0713                         *CURRENT SURVEY CONTROL
 DI0713  ___________________________________________________________________
 DI0713* NAD 83(1986)-  30 31 20.     (N)    081 26 40.     (W)     SCALED    
 DI0713* NAVD 88     -         1.781  (meters)       5.84   (feet)  ADJUSTED  
 DI0713  ___________________________________________________________________
 DI0713  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DI0713  DYNAMIC HT  -           1.779 (meters)       5.84  (feet)  COMP
 DI0713  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 DI0713
 DI0713  VERT ORDER  -  SECOND    CLASS I
 DI0713
 DI0713.The horizontal coordinates were scaled from a topographic map and have
 DI0713.an estimated accuracy of +/- 6 seconds.
 DI0713
 DI0713.The orthometric height was determined by differential leveling
 DI0713.and adjusted by the National Geodetic Survey in September 2006..
 DI0713.No vertical observational check was made to the station.
 DI0713
 DI0713.The geoid height was determined by GEOID03.
 DI0713
 DI0713.The dynamic height is computed by dividing the NAVD 88
 DI0713.geopotential number by the normal gravity value computed on the
 DI0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0713.degrees latitude (g = 980.6199 gals.).
 DI0713
 DI0713.The modeled gravity was interpolated from observed gravity values.
 DI0713
 DI0713;                    North         East    Units  Estimated Accuracy
 DI0713;SPC FL E     -   685,840.      157,350.      MT  (+/- 180 meters Scaled)
 DI0713
 DI0713                          SUPERSEDED SURVEY CONTROL
 DI0713
 DI0713.No superseded survey control is available for this station.
 DI0713
 DI0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP573767(NAD 83)
 DI0713_MARKER: F = FLANGE-ENCASED ROD
 DI0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0713_STAMPING: 0135 D 2004
 DI0713_MARK LOGO: NGS   
 DI0713_PROJECTION: FLUSH
 DI0713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0713+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DI0713_ROD/PIPE-DEPTH: 15.8 meters
 DI0713
 DI0713  HISTORY     - Date     Condition        Report By
 DI0713  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0713
 DI0713                          STATION DESCRIPTION
 DI0713
 DI0713'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0713'THE MARK IS ABOUT 5.3 MI SOUTH OF AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0713'1 NORTH, RANGE 28  EAST.
 DI0713' 
 DI0713'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0713'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0713'5.0 MI TO THE ENTRANCE ROAD TO AMELIA  ISLAND STATE PARK ON THE LEFT,
 DI0713'TURN LEFT ON THE ENTRANCE ROAD AND GO SOUTH FOR 0.3 MI  FOLLOWING THE
 DI0713'PAVED ROAD TO THE PARKING LOTS, CONTINUING THROUGH THE NORTH PARKING
 DI0713'LOT TO THE SOUTHWEST CORNER OF THE SOUTH LOT AND THE MARK ADJACENT TO
 DI0713'A CONCRETE  SIDEWALK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DI0713'DEPTH OF 51.8 FT WITH A 5-INCH NGS  LOGO CAP FLUSH WITH THE GROUND
 DI0713'ABOUT LEVEL WITH THE PARKING LOT, THE DATUM POINT IS  RECESSED 0.5 FT
 DI0713'BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI0713' 
 DI0713'LOCATED 17.9 FT WEST-SOUTHWEST OF THE WEST CORNER OF THE SOUTH PARKING
 DI0713'LOT, 3.0 FT  NORTH OF THE NORTH EDGE OF A 7.0 FT WIDE CONCRETE
 DI0713'SIDEWALK AND 3.7 FT NORTHEAST OF A  CARSONITE WITNESS POST.
 DI0713' 
 DI0713'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NGS LOGO CAP.
 DI0713'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4727 ***********************************************************************
 AJ4727  DESIGNATION -  872 0135 F TIDAL
 AJ4727  PID         -  AJ4727
 AJ4727  STATE/COUNTY-  FL/DUVAL
 AJ4727  USGS QUAD   -  AMELIA CITY (1992)
 AJ4727
 AJ4727                         *CURRENT SURVEY CONTROL
 AJ4727  ___________________________________________________________________
 AJ4727* NAD 83(1986)-  30 30 58.     (N)    081 27 20.     (W)     SCALED    
 AJ4727* NAVD 88     -         1.843  (meters)       6.05   (feet)  ADJUSTED  
 AJ4727  ___________________________________________________________________
 AJ4727  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AJ4727  DYNAMIC HT  -           1.841 (meters)       6.04  (feet)  COMP
 AJ4727  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 AJ4727
 AJ4727  VERT ORDER  -  SECOND    CLASS I
 AJ4727
 AJ4727.The horizontal coordinates were scaled from a topographic map and have
 AJ4727.an estimated accuracy of +/- 6 seconds.
 AJ4727
 AJ4727.The orthometric height was determined by differential leveling
 AJ4727.and adjusted by the National Geodetic Survey in April 2002..
 AJ4727
 AJ4727.The geoid height was determined by GEOID03.
 AJ4727
 AJ4727.The dynamic height is computed by dividing the NAVD 88
 AJ4727.geopotential number by the normal gravity value computed on the
 AJ4727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4727.degrees latitude (g = 980.6199 gals.).
 AJ4727
 AJ4727.The modeled gravity was interpolated from observed gravity values.
 AJ4727
 AJ4727;                    North         East    Units  Estimated Accuracy
 AJ4727;SPC FL E     -   685,170.      156,280.      MT  (+/- 180 meters Scaled)
 AJ4727
 AJ4727                          SUPERSEDED SURVEY CONTROL
 AJ4727
 AJ4727.No superseded survey control is available for this station.
 AJ4727
 AJ4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP562760(NAD 83)
 AJ4727_MARKER: DJ = TIDAL STATION DISK
 AJ4727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4727_STAMPING: 0135 F 1987
 AJ4727_PROJECTION: FLUSH
 AJ4727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4727_ROD/PIPE-DEPTH: 14.6 meters
 AJ4727
 AJ4727  HISTORY     - Date     Condition        Report By
 AJ4727  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4727
 AJ4727                          STATION DESCRIPTION
 AJ4727
 AJ4727'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 AJ4727'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105-A IN
 AJ4727'AMELIA CITY, GO SOUTH ON STATE ROAD A1A 5.7 MILES TO THE SOUTHWEST END
 AJ4727'OF THE HIGHWAY BRIDGE OVER NASSAU SOUND AND THE MARK.  THE MARK BEARS
 AJ4727'43.4 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 121.0 FEET
 AJ4727'SOUTH-SOUTHWEST OF THE WEST EDGE OF A BILLBOARD, 165.4 FEET
 AJ4727'NORTH-NORTHEAST OF A SPEED LIMIT SIGN, AND 98.5 FEET NORTH-NORTHEAST
 AJ4727'THE CENTERLINE OF A DIRT ROAD.  THE MARK IS 1.0 FT ABOVE THE .  THE
 AJ4727'MARK IS 0.5 E FROM A WHITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4728 ***********************************************************************
 AJ4728  DESIGNATION -  872 0135 G TIDAL
 AJ4728  PID         -  AJ4728
 AJ4728  STATE/COUNTY-  FL/NASSAU
 AJ4728  USGS QUAD   -  AMELIA CITY (1992)
 AJ4728
 AJ4728                         *CURRENT SURVEY CONTROL
 AJ4728  ___________________________________________________________________
 AJ4728* NAD 83(1986)-  30 31 21.     (N)    081 26 39.     (W)     SCALED    
 AJ4728* NAVD 88     -         0.844  (meters)       2.77   (feet)  ADJUSTED  
 AJ4728  ___________________________________________________________________
 AJ4728  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AJ4728  DYNAMIC HT  -           0.843 (meters)       2.77  (feet)  COMP
 AJ4728  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 AJ4728
 AJ4728  VERT ORDER  -  SECOND    CLASS I
 AJ4728
 AJ4728.The horizontal coordinates were scaled from a topographic map and have
 AJ4728.an estimated accuracy of +/- 6 seconds.
 AJ4728
 AJ4728.The orthometric height was determined by differential leveling
 AJ4728.and adjusted by the National Geodetic Survey in April 2002..
 AJ4728.No vertical observational check was made to the station.
 AJ4728
 AJ4728.The geoid height was determined by GEOID03.
 AJ4728
 AJ4728.The dynamic height is computed by dividing the NAVD 88
 AJ4728.geopotential number by the normal gravity value computed on the
 AJ4728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4728.degrees latitude (g = 980.6199 gals.).
 AJ4728
 AJ4728.The modeled gravity was interpolated from observed gravity values.
 AJ4728
 AJ4728;                    North         East    Units  Estimated Accuracy
 AJ4728;SPC FL E     -   685,870.      157,370.      MT  (+/- 180 meters Scaled)
 AJ4728
 AJ4728                          SUPERSEDED SURVEY CONTROL
 AJ4728
 AJ4728.No superseded survey control is available for this station.
 AJ4728
 AJ4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP573767(NAD 83)
 AJ4728_MARKER: DJ = TIDAL STATION DISK
 AJ4728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4728_STAMPING: 0135 G 1988
 AJ4728_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ4728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4728_ROD/PIPE-DEPTH: 12.8 meters
 AJ4728
 AJ4728  HISTORY     - Date     Condition        Report By
 AJ4728  HISTORY     - 1988     MONUMENTED       FLDNR
 AJ4728
 AJ4728                          STATION DESCRIPTION
 AJ4728
 AJ4728'DESCRIBED BY FL DEPT OF NAT RES 1988 (RWH)
 AJ4728'BEGIN AT THE POST OFFICE IN FERNANDINA BEACH, GO 12.4 MILES EAST AND
 AJ4728'SOUTH ON STATE ROAD A1A (ATLANTIC AVENUE) TO THE NORTH END OF THE
 AJ4728'BRIDGE OVER NASSAU SOUND AND THE MARK.  THE MARK MAY ALSO BE REACHED
 AJ4728'BY GOING 5.O MILES SOUTH ON STATE ROAD A1A FROM THE JUNCTION OF STATE
 AJ4728'ROAD 105-A IN AMELIA CITY.  THE MARK BEARS 94 FEET SOUTH-SOUTHEAST OF
 AJ4728'THE CENTERLINE OF STATE ROAD A1A, 76 FEET WEST-SOUTHWEST OF THE
 AJ4728'CENTERLINE OF THE DRIVE AT THE GATE TO SEAHORSE STABLES, 81 FEET SOUTH
 AJ4728'OF THE NORTHEAST END OF THE EASTERLY METAL GUARDRAIL, 1.9 FEET
 AJ4728'EAST-NORTHEAST OF THE MOST EASTERLY POST FOR A SIGN READING AMELIA
 AJ4728'ISLAND STATE RECREATION AREA, AND ABOUT 0.1 MILE NORTHEAST OF THE
 AJ4728'NORTHEAST END OF THE BRIDGE. OVER NASSAU SOUND.  THE MARK IS 0.2 FT
 AJ4728'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1370 ***********************************************************************
 BC1370  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1370  DESIGNATION -  872 0137 D TIDAL
 BC1370  PID         -  BC1370
 BC1370  STATE/COUNTY-  FL/DUVAL
 BC1370  USGS QUAD   -  AMELIA CITY (1992)
 BC1370
 BC1370                         *CURRENT SURVEY CONTROL
 BC1370  ___________________________________________________________________
 BC1370* NAD 83(1986)-  30 30 45.     (N)    081 27 27.     (W)     SCALED    
 BC1370* NAVD 88     -         5.228  (meters)      17.15   (feet)  ADJUSTED  
 BC1370  ___________________________________________________________________
 BC1370  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1370  DYNAMIC HT  -           5.222 (meters)      17.13  (feet)  COMP
 BC1370  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 BC1370
 BC1370  VERT ORDER  -  SECOND    CLASS I
 BC1370
 BC1370.The horizontal coordinates were scaled from a topographic map and have
 BC1370.an estimated accuracy of +/- 6 seconds.
 BC1370
 BC1370.The orthometric height was determined by differential leveling
 BC1370.and adjusted by the National Geodetic Survey in April 2002..
 BC1370
 BC1370.This Tidal Bench Mark is designated as VM 5037
 BC1370.by the Center for Operational Oceanographic Products and Services.
 BC1370
 BC1370.The geoid height was determined by GEOID03.
 BC1370
 BC1370.The dynamic height is computed by dividing the NAVD 88
 BC1370.geopotential number by the normal gravity value computed on the
 BC1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1370.degrees latitude (g = 980.6199 gals.).
 BC1370
 BC1370.The modeled gravity was interpolated from observed gravity values.
 BC1370
 BC1370;                    North         East    Units  Estimated Accuracy
 BC1370;SPC FL E     -   684,770.      156,090.      MT  (+/- 180 meters Scaled)
 BC1370
 BC1370                          SUPERSEDED SURVEY CONTROL
 BC1370
 BC1370  NAVD 88 (06/15/91)    5.230  (m)           17.16   (f) UNKNOWN     2 1
 BC1370  NGVD 29 (09/01/92)    5.584  (m)           18.32   (f) ADJUSTED    2 1
 BC1370
 BC1370.Superseded values are not recommended for survey control.
 BC1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1370.See file dsdata.txt to determine how the superseded data were derived.
 BC1370
 BC1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP561756(NAD 83)
 BC1370_MARKER: DJ = TIDAL STATION DISK
 BC1370_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1370_SP_SET: BRIDGE WALKWAY
 BC1370_STAMPING: 0137 D 1978
 BC1370_MARK LOGO: NOS   
 BC1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1370+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 BC1370
 BC1370  HISTORY     - Date     Condition        Report By
 BC1370  HISTORY     - 1978     MONUMENTED       NOS
 BC1370  HISTORY     - 1978     GOOD             FLDNR
 BC1370  HISTORY     - 1978     GOOD             FLDNR
 BC1370  HISTORY     - 1987     GOOD             FLDNR
 BC1370  HISTORY     - 20040418 GOOD             FLDEP
 BC1370
 BC1370                          STATION DESCRIPTION
 BC1370
 BC1370'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1370'5.65 MI SOUTH FROM AMELIA CITY.
 BC1370'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105A AT
 BC1370'AMELIA CITY. PROCEED SOUTH ALONG STATE ROAD A1A 6.5 MILES TO THE
 BC1370'SOUTHWEST END OF A BRIDGE OVER SAWPIT CREEK TO THE LOCATION OF THE
 BC1370'MARK. THE MARK BEARS 13 FEET NORTHWEST OF THE CENTERLINE OF STATE ROAD
 BC1370'A1A, 1 FOOT NORTHWEST OF THE SOUTHEAST SIDE OF THE HIGHWAY BRIDGE
 BC1370'ABUTMENT, AND 1 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE BRIDGE.
 BC1370
 BC1370                          STATION RECOVERY (1978)
 BC1370
 BC1370'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1370'RECOVERED IN GOOD CONDITION.
 BC1370
 BC1370                          STATION RECOVERY (1987)
 BC1370
 BC1370'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1370'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC1370'LOCATED 6.1 MILES SOUTH ON STATE HIGHWAY A1A FROM THE JUNCTION OF
 BC1370'STATE HIGHWAY 105-A AT AMELIA CITY NOT 6.45 MILES.
 BC1370
 BC1370                          STATION RECOVERY (2004)
 BC1370
 BC1370'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1370'RECOVERED IN GOOD CONDITION, IN SECTION 37, TOWNSHIP 1 NORTH, RANGE 28
 BC1370'EAST.
 BC1370' 
 BC1370'NOTE THE BRIDGE AND ADJACENT SECTION OF ROADWAY ARE NO LONGER USED FOR
 BC1370'HIGHWAY  TRAVEL AND ARE NOW USED FOR RECREATIONAL PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1371 ***********************************************************************
 BC1371  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1371  DESIGNATION -  872 0137 E TIDAL
 BC1371  PID         -  BC1371
 BC1371  STATE/COUNTY-  FL/DUVAL
 BC1371  USGS QUAD   -  AMELIA CITY (1992)
 BC1371
 BC1371                         *CURRENT SURVEY CONTROL
 BC1371  ___________________________________________________________________
 BC1371* NAD 83(1986)-  30 30 40.     (N)    081 27 27.     (W)     SCALED    
 BC1371* NAVD 88     -         2.034  (meters)       6.67   (feet)  ADJUSTED  
 BC1371  ___________________________________________________________________
 BC1371  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1371  DYNAMIC HT  -           2.032 (meters)       6.67  (feet)  COMP
 BC1371  MODELED GRAV-     979,375.2   (mgal)                       NAVD 88
 BC1371
 BC1371  VERT ORDER  -  SECOND    CLASS I
 BC1371
 BC1371.The horizontal coordinates were scaled from a topographic map and have
 BC1371.an estimated accuracy of +/- 6 seconds.
 BC1371
 BC1371.The orthometric height was determined by differential leveling
 BC1371.and adjusted by the National Geodetic Survey in June 1991..
 BC1371
 BC1371.This Tidal Bench Mark is designated as VM 5038
 BC1371.by the Center for Operational Oceanographic Products and Services.
 BC1371
 BC1371.The geoid height was determined by GEOID03.
 BC1371
 BC1371.The dynamic height is computed by dividing the NAVD 88
 BC1371.geopotential number by the normal gravity value computed on the
 BC1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1371.degrees latitude (g = 980.6199 gals.).
 BC1371
 BC1371.The modeled gravity was interpolated from observed gravity values.
 BC1371
 BC1371;                    North         East    Units  Estimated Accuracy
 BC1371;SPC FL E     -   684,610.      156,090.      MT  (+/- 180 meters Scaled)
 BC1371
 BC1371                          SUPERSEDED SURVEY CONTROL
 BC1371
 BC1371  NGVD 29 (09/01/92)    2.388  (m)            7.83   (f) ADJUSTED    2 1
 BC1371
 BC1371.Superseded values are not recommended for survey control.
 BC1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1371.See file dsdata.txt to determine how the superseded data were derived.
 BC1371
 BC1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP561755(NAD 83)
 BC1371_MARKER: DJ = TIDAL STATION DISK
 BC1371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1371_SP_SET: COPPER CLAD STEEL ROD
 BC1371_STAMPING: 0137 E 1978
 BC1371_MARK LOGO: NOS   
 BC1371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1371
 BC1371  HISTORY     - Date     Condition        Report By
 BC1371  HISTORY     - 1978     MONUMENTED       NOS
 BC1371  HISTORY     - 1978     GOOD             FLDNR
 BC1371  HISTORY     - 1978     GOOD             FLDNR
 BC1371  HISTORY     - 1987     GOOD             FLDNR
 BC1371  HISTORY     - 20030311 MARK NOT FOUND   FLDEP
 BC1371  HISTORY     - 20040419 MARK NOT FOUND   FLDEP
 BC1371
 BC1371                          STATION DESCRIPTION
 BC1371
 BC1371'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1371'5.8 MI SOUTH FROM AMELIA CITY.
 BC1371'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105A AT
 BC1371'AMELIA CITY. PROCEED SOUTH ALONG STATE ROAD A1A 6.5 MILES TO THE
 BC1371'LOCATION OF THE MARK. THE MARK BEARS 43 FEET SOUTHEAST OF THE
 BC1371'CENTERLINE OF STATE ROAD A1A, 302.5 FEET SOUTHWEST OF THE SOUTHWEST
 BC1371'END OF THE HIGHWAY BRIDGE OVER SAWPIT CREEK.
 BC1371
 BC1371                          STATION RECOVERY (1978)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1371'RECOVERED IN GOOD CONDITION.
 BC1371
 BC1371                          STATION RECOVERY (1987)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1371'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC1371'LOCATED 6.15 MILES SOUTH ON STATE HIGHWAY A1A FROM THE JUNCTION OF
 BC1371'STATE HIGHWAY 105-A IN AMELIA CITY NOT 6.55 MILES.  ALSO, THE MARK
 BC1371'BEARS 24.8 FEET SOUTH-SOUTHEAST OF A - SPECIAL WEIGHT RESTRICTION -
 BC1371'BRIDGE SIGN.
 BC1371
 BC1371                          STATION RECOVERY (2003)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1371'SEARCH FOR AND NOT RECOVERED.  LOCATION FALLS UNDER NEW ROAD ALIGNMENT
 BC1371' 
 BC1371
 BC1371                          STATION RECOVERY (2004)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1371'THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE DESCRIBED LOCATION FALLS
 BC1371'IN A NEW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4726 ***********************************************************************
 AJ4726  DESIGNATION -  872 0137 F TIDAL
 AJ4726  PID         -  AJ4726
 AJ4726  STATE/COUNTY-  FL/DUVAL
 AJ4726  USGS QUAD   -  AMELIA CITY (1992)
 AJ4726
 AJ4726                         *CURRENT SURVEY CONTROL
 AJ4726  ___________________________________________________________________
 AJ4726* NAD 83(1986)-  30 30 37.     (N)    081 27 28.     (W)     SCALED    
 AJ4726* NAVD 88     -         1.651  (meters)       5.42   (feet)  ADJUSTED  
 AJ4726  ___________________________________________________________________
 AJ4726  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AJ4726  DYNAMIC HT  -           1.649 (meters)       5.41  (feet)  COMP
 AJ4726  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 AJ4726
 AJ4726  VERT ORDER  -  SECOND    CLASS I
 AJ4726
 AJ4726.The horizontal coordinates were scaled from a topographic map and have
 AJ4726.an estimated accuracy of +/- 6 seconds.
 AJ4726
 AJ4726.The orthometric height was determined by differential leveling
 AJ4726.and adjusted by the National Geodetic Survey in April 2002..
 AJ4726
 AJ4726.The geoid height was determined by GEOID03.
 AJ4726
 AJ4726.The dynamic height is computed by dividing the NAVD 88
 AJ4726.geopotential number by the normal gravity value computed on the
 AJ4726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4726.degrees latitude (g = 980.6199 gals.).
 AJ4726
 AJ4726.The modeled gravity was interpolated from observed gravity values.
 AJ4726
 AJ4726;                    North         East    Units  Estimated Accuracy
 AJ4726;SPC FL E     -   684,520.      156,060.      MT  (+/- 180 meters Scaled)
 AJ4726
 AJ4726                          SUPERSEDED SURVEY CONTROL
 AJ4726
 AJ4726.No superseded survey control is available for this station.
 AJ4726
 AJ4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP560754(NAD 83)
 AJ4726_MARKER: DJ = TIDAL STATION DISK
 AJ4726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4726_STAMPING: 0137 F 1988
 AJ4726_PROJECTION: RECESSED 3 CENTIMETERS
 AJ4726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4726_ROD/PIPE-DEPTH: 12.8 meters
 AJ4726
 AJ4726  HISTORY     - Date     Condition        Report By
 AJ4726  HISTORY     - 1988     MONUMENTED       FLDNR
 AJ4726  HISTORY     - 20040419 MARK NOT FOUND   FLDEP
 AJ4726
 AJ4726                          STATION DESCRIPTION
 AJ4726
 AJ4726'DESCRIBED BY FL DEPT OF NAT RES 1988 (RWH)
 AJ4726'BEGIN AT THE POST OFFICE IN FERNANDINA BEACH, GO 13.25 MILES EAST AND
 AJ4726'SOUTH ON STATE ROAD A1A (ATLANTIC AVENUE) TO THE MARK. THE MARK MAY BE
 AJ4726'REACHED BY GOING 6.3 MILES SOUTH ON STATE ROAD A1A FROM THE JUNCTION
 AJ4726'OF STATE HIGHWAY 105-A IN AMELIA CITY.  THE MARK BEARS 1042 FEET SOUTH
 AJ4726'OF THE SOUTHEAST CORNER OF THE BRIDGE OVER SAWPIT CREEK, 53.4 FEET
 AJ4726'NORTH OF A 0.8 FOOT DIAMETER CEDAR TREE, AND 36.8 FEET EAST OF THE
 AJ4726'CENTERLINE OF STATE ROAD A1A. THE MARK IS LOCATED DIRECTLY ACROSS
 AJ4726'STATE ROAD A1A FROM THE EXTENDED CENTERLINE OF A PAVED DRIVEWAY FOR A
 AJ4726'PRIVATE RESIDENCE.  THE MARK IS 0.2 FT BELOW THE GROUND.
 AJ4726
 AJ4726                          STATION RECOVERY (2004)
 AJ4726
 AJ4726'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AJ4726'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0710 ***********************************************************************
 DI0710  DESIGNATION -  872 0137 G TIDAL
 DI0710  PID         -  DI0710
 DI0710  STATE/COUNTY-  FL/DUVAL
 DI0710  USGS QUAD   -  AMELIA CITY (1992)
 DI0710
 DI0710                         *CURRENT SURVEY CONTROL
 DI0710  ___________________________________________________________________
 DI0710* NAD 83(1986)-  30 30 37.     (N)    081 27 32.     (W)     SCALED    
 DI0710* NAVD 88     -         2.188  (meters)       7.18   (feet)  ADJUSTED  
 DI0710  ___________________________________________________________________
 DI0710  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DI0710  DYNAMIC HT  -           2.185 (meters)       7.17  (feet)  COMP
 DI0710  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 DI0710
 DI0710  VERT ORDER  -  SECOND    CLASS I
 DI0710
 DI0710.The horizontal coordinates were scaled from a topographic map and have
 DI0710.an estimated accuracy of +/- 6 seconds.
 DI0710
 DI0710.The orthometric height was determined by differential leveling
 DI0710.and adjusted by the National Geodetic Survey in September 2006..
 DI0710
 DI0710.The geoid height was determined by GEOID03.
 DI0710
 DI0710.The dynamic height is computed by dividing the NAVD 88
 DI0710.geopotential number by the normal gravity value computed on the
 DI0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0710.degrees latitude (g = 980.6199 gals.).
 DI0710
 DI0710.The modeled gravity was interpolated from observed gravity values.
 DI0710
 DI0710;                    North         East    Units  Estimated Accuracy
 DI0710;SPC FL E     -   684,520.      155,950.      MT  (+/- 180 meters Scaled)
 DI0710
 DI0710                          SUPERSEDED SURVEY CONTROL
 DI0710
 DI0710.No superseded survey control is available for this station.
 DI0710
 DI0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559754(NAD 83)
 DI0710_MARKER: DD = SURVEY DISK
 DI0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0710_STAMPING: 0137 G 2004
 DI0710_MARK LOGO: FLDEP 
 DI0710_PROJECTION: FLUSH
 DI0710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0710+STABILITY: SURFACE MOTION
 DI0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0710+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DI0710
 DI0710  HISTORY     - Date     Condition        Report By
 DI0710  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0710
 DI0710                          STATION DESCRIPTION
 DI0710
 DI0710'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0710'THE MARK IS ABOUT 6.6 MI SOUTH OF AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0710'1 NORTH, RANGE 28  EAST.
 DI0710' 
 DI0710'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0710'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0710'6.1 MI TO THE SOUTH END OF THE NASSAU  SOUND BRIDGE, CONTINUE
 DI0710'SOUTHWEST ON STATE ROAD A1A OF 0.4 MI TO THE JUNCTION OF AN  ENTRANCE
 DI0710'ROAD TO THE BIG TALBOT ISLAND STATE PARK BOAT RAMP ON THE RIGHT, TURN
 DI0710'RIGHT  ON THE PAVED ENTRANCE ROAD AND GO NORTHWEST FOR 0.1 MI TO THE
 DI0710'SOUTH SIDE OF THE WEST  END OF THE NORTH PARKING LOT AND THE MARK, SET
 DI0710'IN THE TOP OF A ROUND CONCRETE  MONUMENT.
 DI0710' 
 DI0710'LOCATED 148.7 FT WEST OF THE WEST END OF THE NORTH GUARD RAIL AT THE
 DI0710'BEGINNING OF  THE PAVED ROAD TO THE OLD A1A BRIDGE, 61.5 FT NORTHEAST
 DI0710'OF THE NORTHEAST CORNER OF A  4.0 FT BY 5.0 FT CONCRETE CATCH BASIN,
 DI0710'9.2 FT NORTH-NORTHEAST OF A 20-INCH OAK TREE AND 0.6  FT NORTHEAST OF
 DI0710'A CARSONITE WITNESS POST.
 DI0710' 
 DI0710'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0709 ***********************************************************************
 DI0709  DESIGNATION -  872 0137 H TIDAL
 DI0709  PID         -  DI0709
 DI0709  STATE/COUNTY-  FL/DUVAL
 DI0709  USGS QUAD   -  AMELIA CITY (1992)
 DI0709
 DI0709                         *CURRENT SURVEY CONTROL
 DI0709  ___________________________________________________________________
 DI0709* NAD 83(1986)-  30 30 32.     (N)    081 27 31.     (W)     SCALED    
 DI0709* NAVD 88     -         2.394  (meters)       7.85   (feet)  ADJUSTED  
 DI0709  ___________________________________________________________________
 DI0709  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DI0709  DYNAMIC HT  -           2.391 (meters)       7.84  (feet)  COMP
 DI0709  MODELED GRAV-     979,374.9   (mgal)                       NAVD 88
 DI0709
 DI0709  VERT ORDER  -  SECOND    CLASS I
 DI0709
 DI0709.The horizontal coordinates were scaled from a topographic map and have
 DI0709.an estimated accuracy of +/- 6 seconds.
 DI0709
 DI0709.The orthometric height was determined by differential leveling
 DI0709.and adjusted by the National Geodetic Survey in September 2006..
 DI0709
 DI0709.The geoid height was determined by GEOID03.
 DI0709
 DI0709.The dynamic height is computed by dividing the NAVD 88
 DI0709.geopotential number by the normal gravity value computed on the
 DI0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0709.degrees latitude (g = 980.6199 gals.).
 DI0709
 DI0709.The modeled gravity was interpolated from observed gravity values.
 DI0709
 DI0709;                    North         East    Units  Estimated Accuracy
 DI0709;SPC FL E     -   684,370.      155,980.      MT  (+/- 180 meters Scaled)
 DI0709
 DI0709                          SUPERSEDED SURVEY CONTROL
 DI0709
 DI0709.No superseded survey control is available for this station.
 DI0709
 DI0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559752(NAD 83)
 DI0709_MARKER: DD = SURVEY DISK
 DI0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0709_STAMPING: 0137 H 2004
 DI0709_MARK LOGO: FLDEP 
 DI0709_PROJECTION: FLUSH
 DI0709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0709+STABILITY: SURFACE MOTION
 DI0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0709+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DI0709
 DI0709  HISTORY     - Date     Condition        Report By
 DI0709  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0709
 DI0709                          STATION DESCRIPTION
 DI0709
 DI0709'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0709'THE MARK IS ABOUT 6.6 MI SOUTH OF AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0709'1 NORTH, RANGE 28  EAST.
 DI0709' 
 DI0709'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0709'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0709'6.1 MI TO THE SOUTH END OF THE NASSAU  SOUND BRIDGE, CONTINUE
 DI0709'SOUTHWEST ON STATE ROAD A1A OF 0.4 MI TO THE JUNCTION OF AN  ENTRANCE
 DI0709'TO THE BIG TALBOT ISLAND STATE PARK BOAT RAMP ON THE LEFT, TURN LEFT
 DI0709'ON THE  ENTRANCE ROAD AND GO SOUTH THROUGH THE SOUTH PARKING LOT FOR
 DI0709'0.1 MI TO ITS SOUTHEAST  CORNER AND THE MARK.
 DI0709' 
 DI0709'LOCATED 110.8 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY
 DI0709'CONCRETE  RESTROOM BUILDING, 30.0 FT WEST-NORTHWEST OF THE EAST END OF
 DI0709'A 4.0 FT HIGH CHAIN LINK  FENCE, 8.5 FT WEST OF THE WEST GATE POST OF
 DI0709'A 3.0 FT WIDE CHAIN LINK FENCE GATE, 1.8 FT  NORTH OF THE 4.0 FT HIGH
 DI0709'CHAIN LINK FENCE AND 0.5 FT NORTH OF A CARSONITE WITNESS POST.
 DI0709' 
 DI0709'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0712 ***********************************************************************
 DI0712  DESIGNATION -  872 0137 J TIDAL
 DI0712  PID         -  DI0712
 DI0712  STATE/COUNTY-  FL/DUVAL
 DI0712  USGS QUAD   -  AMELIA CITY (1992)
 DI0712
 DI0712                         *CURRENT SURVEY CONTROL
 DI0712  ___________________________________________________________________
 DI0712* NAD 83(1986)-  30 30 35.     (N)    081 27 30.     (W)     SCALED    
 DI0712* NAVD 88     -         2.293  (meters)       7.52   (feet)  ADJUSTED  
 DI0712  ___________________________________________________________________
 DI0712  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DI0712  DYNAMIC HT  -           2.290 (meters)       7.51  (feet)  COMP
 DI0712  MODELED GRAV-     979,375.0   (mgal)                       NAVD 88
 DI0712
 DI0712  VERT ORDER  -  SECOND    CLASS I
 DI0712
 DI0712.The horizontal coordinates were scaled from a topographic map and have
 DI0712.an estimated accuracy of +/- 6 seconds.
 DI0712
 DI0712.The orthometric height was determined by differential leveling
 DI0712.and adjusted by the National Geodetic Survey in September 2006..
 DI0712
 DI0712.The geoid height was determined by GEOID03.
 DI0712
 DI0712.The dynamic height is computed by dividing the NAVD 88
 DI0712.geopotential number by the normal gravity value computed on the
 DI0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0712.degrees latitude (g = 980.6199 gals.).
 DI0712
 DI0712.The modeled gravity was interpolated from observed gravity values.
 DI0712
 DI0712;                    North         East    Units  Estimated Accuracy
 DI0712;SPC FL E     -   684,460.      156,010.      MT  (+/- 180 meters Scaled)
 DI0712
 DI0712                          SUPERSEDED SURVEY CONTROL
 DI0712
 DI0712.No superseded survey control is available for this station.
 DI0712
 DI0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP560753(NAD 83)
 DI0712_MARKER: F = FLANGE-ENCASED ROD
 DI0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0712_STAMPING: 0137 J 2004
 DI0712_MARK LOGO: NGS   
 DI0712_PROJECTION: FLUSH
 DI0712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0712+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DI0712_ROD/PIPE-DEPTH: 13.2 meters
 DI0712
 DI0712  HISTORY     - Date     Condition        Report By
 DI0712  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0712
 DI0712                          STATION DESCRIPTION
 DI0712
 DI0712'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0712'THE MARK IS ABOUT 6.5 MI SOUTH 0F AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0712'1 NORTH, RANGE 28  EAST.
 DI0712' 
 DI0712'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0712'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0712'6.1 MI TO THE SOUTH END OF THE  NASSAU SOUND BRIDGE, CONTINUE
 DI0712'SOUTHWEST ON STATE ROAD A1A OF 0.4 MI TO THE MARK ON  THE RIGHT, NEAR
 DI0712'THE ENTRANCE TO THE BIG TALBOT ISLAND STATE PARK BOAT RAMP, A
 DI0712'STAINLESS  STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.4 FT WITH A
 DI0712'5-INCH NGS LOGO CAP FLUSH WITH  THE GROUND, THE DATUM POINT IS
 DI0712'RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI0712' 
 DI0712'LOCATED 56.3 FT WEST OF THE CENTERLINE OF STATE ROAD A1A, 51.8 FT
 DI0712'SOUTHWEST OF THE PAVED  ENTRANCE ROAD INTO THE STATE PARK, 3.5 FT
 DI0712'NORTHWEST OF THE WESTERN MOST POST FOR THE  BIG TALBOT ISLAND STATE
 DI0712'PARK SIGN AND 3.0 FT NORTHWEST OF A CARSONITE WITNESS POST.
 DI0712' 
 DI0712'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0712' 
 DI0712'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0199 ***********************************************************************
 BC0199  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0199  DESIGNATION -  872 0137 TIDAL 3
 BC0199  PID         -  BC0199
 BC0199  STATE/COUNTY-  FL/DUVAL
 BC0199  USGS QUAD   -  AMELIA CITY (1992)
 BC0199
 BC0199                         *CURRENT SURVEY CONTROL
 BC0199  ___________________________________________________________________
 BC0199* NAD 83(1986)-  30 30 51.     (N)    081 27 23.     (W)     SCALED    
 BC0199* NAVD 88     -         5.501  (meters)      18.05   (feet)  ADJUSTED  
 BC0199  ___________________________________________________________________
 BC0199  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC0199  DYNAMIC HT  -           5.494 (meters)      18.02  (feet)  COMP
 BC0199  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 BC0199
 BC0199  VERT ORDER  -  SECOND    CLASS I
 BC0199
 BC0199.The horizontal coordinates were scaled from a topographic map and have
 BC0199.an estimated accuracy of +/- 6 seconds.
 BC0199
 BC0199.The orthometric height was determined by differential leveling
 BC0199.and adjusted by the National Geodetic Survey in September 2006..
 BC0199
 BC0199.This Tidal Bench Mark is designated as VM 5035
 BC0199.by the Center for Operational Oceanographic Products and Services.
 BC0199
 BC0199.This Tidal Bench Mark is designated as VM 5036
 BC0199.by the Center for Operational Oceanographic Products and Services.
 BC0199
 BC0199.The geoid height was determined by GEOID03.
 BC0199
 BC0199.The dynamic height is computed by dividing the NAVD 88
 BC0199.geopotential number by the normal gravity value computed on the
 BC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0199.degrees latitude (g = 980.6199 gals.).
 BC0199
 BC0199.The modeled gravity was interpolated from observed gravity values.
 BC0199
 BC0199;                    North         East    Units  Estimated Accuracy
 BC0199;SPC FL E     -   684,950.      156,200.      MT  (+/- 180 meters Scaled)
 BC0199
 BC0199                          SUPERSEDED SURVEY CONTROL
 BC0199
 BC0199  NAVD 88 (06/15/91)    5.499  (m)           18.04   (f) UNKNOWN     2 1
 BC0199  NGVD 29 (09/01/92)    5.853  (m)           19.20   (f) ADJUSTED    2 0
 BC0199
 BC0199.Superseded values are not recommended for survey control.
 BC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0199.See file dsdata.txt to determine how the superseded data were derived.
 BC0199
 BC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP562758(NAD 83)
 BC0199_MARKER: DJ = TIDAL STATION DISK
 BC0199_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0199_SP_SET: BRIDGE ABUTMENT
 BC0199_STAMPING: NO 3 1953
 BC0199_MARK LOGO: CGS   
 BC0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0199+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 BC0199
 BC0199  HISTORY     - Date     Condition        Report By
 BC0199  HISTORY     - 1953     MONUMENTED       CGS
 BC0199  HISTORY     - 1970     GOOD             NGS
 BC0199  HISTORY     - 1978     GOOD             FLDNR
 BC0199  HISTORY     - 1978     GOOD             FLDNR
 BC0199  HISTORY     - 1987     GOOD             FLDNR
 BC0199  HISTORY     - 20040418 GOOD             FLDEP
 BC0199
 BC0199                          STATION DESCRIPTION
 BC0199
 BC0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0199'6.4 MI S FROM AMELIA CITY.
 BC0199'ABOUT 6.4 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 BC0199'OF STATE HIGHWAY 105 A AT AMELIA CITY, SET ON THE TOP OF THE
 BC0199'EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 BC0199'OVER SAWPIT CREEK, 15.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 BC0199'AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  THIS MARK MAY BE
 BC0199'REACHED BY GOING 9.85 MILES NORTHERLY ALONG STATE HIGHWAY A 1 A
 BC0199'FROM THE JUNCTION OF STATE HIGHWAY 105 AND THE WEST FERRY LANDING
 BC0199'OF THE MAYPORT FERRY AT MAYPORT, FLA.
 BC0199
 BC0199                          STATION RECOVERY (1978)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0199'RECOVERED IN GOOD CONDITION.
 BC0199
 BC0199                          STATION RECOVERY (1978)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0199'RECOVERED IN GOOD CONDITION.
 BC0199
 BC0199                          STATION RECOVERY (1987)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0199'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC0199'LOCATED 6.O MILES SOUTH ON STATE HIGHWAY A1A FROM THE JUNCTION OF
 BC0199'STATE HIGHWAY 105-A AT AMELIA CITY NOT 6.4 MILES.
 BC0199
 BC0199                          STATION RECOVERY (2004)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0199'RECOVERED IN GOOD CONDITION, IN SECTION 37, TOWNSHIP 1 NORTH, RANGE 28
 BC0199'EAST.
 BC0199' 
 BC0199'NOTE THE BRIDGE AND ADJACENT SECTION OF ROADWAY ARE NO LONGER USED FOR
 BC0199'HIGHWAY  TRAVEL AND ARE NOW USED FOR RECREATIONAL PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1403 ***********************************************************************
 BC1403  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1403  DESIGNATION -  872 0168 B TIDAL
 BC1403  PID         -  BC1403
 BC1403  STATE/COUNTY-  FL/DUVAL
 BC1403  USGS QUAD   -  MAYPORT (1992)
 BC1403
 BC1403                         *CURRENT SURVEY CONTROL
 BC1403  ___________________________________________________________________
 BC1403* NAD 83(1986)-  30 27 50.     (N)    081 26 05.     (W)     SCALED    
 BC1403* NAVD 88     -         3.767  (meters)      12.36   (feet)  ADJUSTED  
 BC1403  ___________________________________________________________________
 BC1403  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC1403  DYNAMIC HT  -           3.762 (meters)      12.34  (feet)  COMP
 BC1403  MODELED GRAV-     979,372.3   (mgal)                       NAVD 88
 BC1403
 BC1403  VERT ORDER  -  SECOND    CLASS I
 BC1403
 BC1403.The horizontal coordinates were scaled from a topographic map and have
 BC1403.an estimated accuracy of +/- 6 seconds.
 BC1403
 BC1403.The orthometric height was determined by differential leveling
 BC1403.and adjusted by the National Geodetic Survey in June 1991..
 BC1403
 BC1403.This Tidal Bench Mark is designated as VM 5054
 BC1403.by the Center for Operational Oceanographic Products and Services.
 BC1403
 BC1403.The geoid height was determined by GEOID03.
 BC1403
 BC1403.The dynamic height is computed by dividing the NAVD 88
 BC1403.geopotential number by the normal gravity value computed on the
 BC1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1403.degrees latitude (g = 980.6199 gals.).
 BC1403
 BC1403.The modeled gravity was interpolated from observed gravity values.
 BC1403
 BC1403;                    North         East    Units  Estimated Accuracy
 BC1403;SPC FL E     -   679,370.      158,250.      MT  (+/- 180 meters Scaled)
 BC1403
 BC1403                          SUPERSEDED SURVEY CONTROL
 BC1403
 BC1403  NGVD 29 (09/01/92)    4.117  (m)           13.51   (f) ADJUSTED    2 1
 BC1403
 BC1403.Superseded values are not recommended for survey control.
 BC1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1403.See file dsdata.txt to determine how the superseded data were derived.
 BC1403
 BC1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582702(NAD 83)
 BC1403_MARKER: DJ = TIDAL STATION DISK
 BC1403_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC1403+WITH SETTING: PAVEMENT
 BC1403_SP_SET: CONCRETE PAD
 BC1403_STAMPING: 0168 B 1978
 BC1403_MARK LOGO: NOS   
 BC1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1403+STABILITY: SURFACE MOTION
 BC1403
 BC1403  HISTORY     - Date     Condition        Report By
 BC1403  HISTORY     - 1978     MONUMENTED       NOS
 BC1403  HISTORY     - 1978     GOOD             FLDNR
 BC1403  HISTORY     - 1978     GOOD             FLDNR
 BC1403  HISTORY     - 1985     GOOD             FLDNR
 BC1403  HISTORY     - 20011028 GOOD             USPSQD
 BC1403  HISTORY     - 20030225 MARK NOT FOUND   FLDEP
 BC1403  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1403
 BC1403                          STATION DESCRIPTION
 BC1403
 BC1403'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1403'4.75 MI NORTH FROM MAYPORT.
 BC1403'BEGIN AT THE INTERSECTION OF THE MAYPORT FERRY ROAD WITH STATE ROAD
 BC1403'A1A, PROCEED NORTHERLY ALONG STATE ROAD A1A 6.O MILES TO THE LOCATION
 BC1403'OF THE MARK. THE MARK BEARS 125 FEET SOUTHERLY OF STATE ROAD A1A, 19.5
 BC1403'FEET SOUTHERLY OF CONCRETE PICNIC TABLE, 11 FEET WESTERLY OF
 BC1403'CENTER LINE OF A DIRT ROAD, 0.2 MILES WESTERLY OF BENCH
 BC1403
 BC1403                          STATION RECOVERY (1978)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1403'RECOVERED IN GOOD CONDITION.
 BC1403
 BC1403                          STATION RECOVERY (1985)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1403'BEGIN AT THE NORTHSIDE FERRY LANDING IN MAYPORT, GO 6 MILES NORTH ON
 BC1403'STATE ROAD A1A TO A WAYSIDE PARK AND THE MARK.  THE MARK BEARS 125
 BC1403'FEET SOUTH OF A1A, 19.5 FEET SOUTH OF THE CENTRAL TABLE OF THE THREE
 BC1403'PICNIC TABLES, 11 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, AND IS
 BC1403'SET IN THE CONCRETE PAD FOR A GARBAGE CAN.
 BC1403
 BC1403                          STATION RECOVERY (2001)
 BC1403
 BC1403'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BC1403'RECOVERED IN GOOD CONDITION.
 BC1403
 BC1403                          STATION RECOVERY (2003)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1403'WAS SEARCHED FOR AND NOT RECOVERED. NO EVIDENCE OF STRUCTURES REMAIN
 BC1403'AT THE DESCRIBED LOCATION.
 BC1403
 BC1403                          STATION RECOVERY (2004)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1403'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1404 ***********************************************************************
 BC1404  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1404  DESIGNATION -  872 0168 C TIDAL
 BC1404  PID         -  BC1404
 BC1404  STATE/COUNTY-  FL/DUVAL
 BC1404  USGS QUAD   -  MAYPORT (1992)
 BC1404
 BC1404                         *CURRENT SURVEY CONTROL
 BC1404  ___________________________________________________________________
 BC1404* NAD 83(1986)-  30 27 43.     (N)    081 25 36.     (W)     SCALED    
 BC1404* NAVD 88     -         2.122  (meters)       6.96   (feet)  ADJUSTED  
 BC1404  ___________________________________________________________________
 BC1404  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BC1404  DYNAMIC HT  -           2.119 (meters)       6.95  (feet)  COMP
 BC1404  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BC1404
 BC1404  VERT ORDER  -  SECOND    CLASS I
 BC1404
 BC1404.The horizontal coordinates were scaled from a topographic map and have
 BC1404.an estimated accuracy of +/- 6 seconds.
 BC1404
 BC1404.The orthometric height was determined by differential leveling
 BC1404.and adjusted by the National Geodetic Survey in June 1991..
 BC1404
 BC1404.This Tidal Bench Mark is designated as VM 5055
 BC1404.by the Center for Operational Oceanographic Products and Services.
 BC1404
 BC1404.The geoid height was determined by GEOID03.
 BC1404
 BC1404.The dynamic height is computed by dividing the NAVD 88
 BC1404.geopotential number by the normal gravity value computed on the
 BC1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1404.degrees latitude (g = 980.6199 gals.).
 BC1404
 BC1404.The modeled gravity was interpolated from observed gravity values.
 BC1404
 BC1404;                    North         East    Units  Estimated Accuracy
 BC1404;SPC FL E     -   679,150.      159,030.      MT  (+/- 180 meters Scaled)
 BC1404
 BC1404                          SUPERSEDED SURVEY CONTROL
 BC1404
 BC1404  NGVD 29 (09/01/92)    2.470  (m)            8.10   (f) ADJUSTED    2 1
 BC1404
 BC1404.Superseded values are not recommended for survey control.
 BC1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1404.See file dsdata.txt to determine how the superseded data were derived.
 BC1404
 BC1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP590700(NAD 83)
 BC1404_MARKER: DJ = TIDAL STATION DISK
 BC1404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1404_SP_SET: COPPER-CLAD STEEL ROD
 BC1404_STAMPING: 0168 C 1978
 BC1404_MARK LOGO: NOS   
 BC1404_PROJECTION: PROJECTING 10 CENTIMETERS
 BC1404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1404+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC1404_ROD/PIPE-DEPTH: 14.6 meters
 BC1404
 BC1404  HISTORY     - Date     Condition        Report By
 BC1404  HISTORY     - 1978     MONUMENTED       NOS
 BC1404  HISTORY     - 1978     GOOD             FLDNR
 BC1404  HISTORY     - 1978     GOOD             FLDNR
 BC1404  HISTORY     - 1985     GOOD             FLDNR
 BC1404  HISTORY     - 20040602 GOOD             FLDEP
 BC1404
 BC1404                          STATION DESCRIPTION
 BC1404
 BC1404'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1404'4.75 MI NORTH FROM MAYPORT.
 BC1404'BEGIN AT THE INTERSECTION OF THE MAYPORT FERRY ROAD WITH STATE ROAD
 BC1404'A1A, PROCEED NORTHERLY ALONG STATE ROAD A1A 5.5 MILES TO THE LOCATION
 BC1404'OF THE MARK. THE MARK BEARS 63.6 FEET SOUTHERLY OF THE INTERSECTION
 BC1404'OF DIRT ROAD WITH STATE ROAD A1A, 14.3 FEET EASTERLY OF DIRT ROAD, 22
 BC1404'FEET SOUTHWESTERLY OF LARGE TWIN PINE TREE, 0.1 MILES WESTERLY OF
 BC1404'BENCH MARK D 326.
 BC1404
 BC1404                          STATION RECOVERY (1978)
 BC1404
 BC1404'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1404'RECOVERED IN GOOD CONDITION.
 BC1404
 BC1404                          STATION RECOVERY (1985)
 BC1404
 BC1404'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1404'BEGIN AT THE NORTHSIDE FERRY LANDING IN MAYPORT, GO 5.5 MILES NORTH
 BC1404'ON STATE ROAD A1A TO THE MARK.  THE MARK BEARS 63.6 FEET
 BC1404'SOUTH-SOUTHEAST OF THE JUNCTION OF A PRIVATE DRIVE WITH A1A, 14.3
 BC1404'FEET EAST OF THE PRIVATE DRIVE, 22 FEET SOUTHWEST OF A LARGE
 BC1404'TWIN-TRUNK PINE TREE, AND 1 FOOT WEST OF A WITNESS POST.
 BC1404
 BC1404                          STATION RECOVERY (2004)
 BC1404
 BC1404'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1404'THE MARK IS ABOUT 4.6 MI NORTH OF MAYPORT, IN SECTION 37, TOWNSHIP 1
 BC1404'NORTH, RANGE 29 EAST.
 BC1404' 
 BC1404'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC1404'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC1404'DRIVE), GO NORTHERLY ON STATE ROAD  A1A (STATE ROAD 105) FOR 5.6 MI TO
 BC1404'THE MARK ON THE LEFT ON THE EAST SIDE OF A SAND  DRIVEWAY AT BIG
 BC1404'TALBOT ISLAND STATE PARK AT 13030 STATE ROAD AIA (STATE ROAD 105), A
 BC1404'DISK  CRIMPED TO A ROD DRIVEN INTO THE GROUND ENCASED IN A 4-INCH PVC
 BC1404'PIPE INSIDE OF A CONCRETE  KICKBLOCK PROJECTING 0.4 FT ABOVE THE LEVEL
 BC1404'OF THE GROUND.
 BC1404' 
 BC1404'LOCATED 65.0 FT SOUTH OF THE INTERSECTION OF THE CENTERLINE OF STATE
 BC1404'ROAD A1A (STATE  ROAD 105) WITH THE CENTER OF THE SAND DRIVEWAY INTO
 BC1404'THE PARK, 47.2 FT SOUTH-SOUTHEAST  OF A WOODEN POWER POLE NUMBER 30030
 BC1404'30T, 20.8 FT NORTHEAST OF A 6-INCH WOODEN  GATEPOST, 20.7 FT SOUTHWEST
 BC1404'OF A LARGE TWIN PINE TREE, 16.5 FT SOUTH-SOUTHWEST OF A  CLUSTER OF 3
 BC1404'10-INCH WOODEN POSTS AT THE SOUTH END OF THE PARK ENTRANCE SIGN, 14.3
 BC1404'FT  EAST OF THE SAND DRIVEWAY AND 1.0 FT WEST OF A METAL WITNESS POST.
 BC1404'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH8955 ***********************************************************************
 DH8955  DESIGNATION -  872 0168 D TIDAL
 DH8955  PID         -  DH8955
 DH8955  STATE/COUNTY-  FL/DUVAL
 DH8955  USGS QUAD   -  MAYPORT (1992)
 DH8955
 DH8955                         *CURRENT SURVEY CONTROL
 DH8955  ___________________________________________________________________
 DH8955* NAD 83(1986)-  30 27 51.     (N)    081 26 05.     (W)     SCALED    
 DH8955* NAVD 88     -         3.401  (meters)      11.16   (feet)  ADJUSTED  
 DH8955  ___________________________________________________________________
 DH8955  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DH8955  DYNAMIC HT  -           3.396 (meters)      11.14  (feet)  COMP
 DH8955  MODELED GRAV-     979,372.3   (mgal)                       NAVD 88
 DH8955
 DH8955  VERT ORDER  -  SECOND    CLASS I
 DH8955
 DH8955.The horizontal coordinates were scaled from a topographic map and have
 DH8955.an estimated accuracy of +/- 6 seconds.
 DH8955
 DH8955.The orthometric height was determined by differential leveling
 DH8955.and adjusted by the National Geodetic Survey in June 2006..
 DH8955
 DH8955.The geoid height was determined by GEOID03.
 DH8955
 DH8955.The dynamic height is computed by dividing the NAVD 88
 DH8955.geopotential number by the normal gravity value computed on the
 DH8955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8955.degrees latitude (g = 980.6199 gals.).
 DH8955
 DH8955.The modeled gravity was interpolated from observed gravity values.
 DH8955
 DH8955;                    North         East    Units  Estimated Accuracy
 DH8955;SPC FL E     -   679,400.      158,250.      MT  (+/- 180 meters Scaled)
 DH8955
 DH8955                          SUPERSEDED SURVEY CONTROL
 DH8955
 DH8955.No superseded survey control is available for this station.
 DH8955
 DH8955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582703(NAD 83)
 DH8955_MARKER: F = FLANGE-ENCASED ROD
 DH8955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8955_STAMPING: 0168 D 2004
 DH8955_MARK LOGO: NGS   
 DH8955_PROJECTION: FLUSH
 DH8955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8955+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DH8955_ROD/PIPE-DEPTH: 14.8 meters
 DH8955
 DH8955  HISTORY     - Date     Condition        Report By
 DH8955  HISTORY     - 20040419 MONUMENTED       FLDEP
 DH8955
 DH8955                          STATION DESCRIPTION
 DH8955
 DH8955'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8955'THE MARK IS ABOUT 4.9 MI NORTH OF MAYPORT, 0.2 MI NORTHWEST OF SIMPSON
 DH8955'CREEK, IN SECTION  12, TOWNSHIP 1 NORTH, RANGE 29 EAST.   TO REACH THE
 DH8955'MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF THE ST JOHNS
 DH8955'RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER DRIVE), GO
 DH8955'NORTHERLY ON STATE ROAD  A1A (STATE ROAD 105) FOR 6.0 MI TO THE
 DH8955'NORTHWEST CORNER OF A FORMER ROADSIDE PARK AND  THE MARK ON THE LEFT,
 DH8955'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.5 FT WITH A
 DH8955'5-INCH NGS LOGO CAP FLUSH WITH THE GROUND ABOUT 1.0 FT BELOW THE LEVEL
 DH8955'OF STATE ROAD  A1A (STATE ROAD 105), THE DATUM POINT IS RECESSED 0.2
 DH8955'FT BELOW THE LEVEL OF THE NGS LOGO  CAP.
 DH8955' 
 DH8955'LOCATED 48.6 FT SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A (STATE
 DH8955'ROAD 105), 6.5 FT  SOUTH OF A 7-INCH WOODEN CORNER POST FOR A 4-FT
 DH8955'HIGH HOGWIRE FENCE, 1.8 FT SOUTHEAST OF  THE HOGWIRE FENCE AND 0.5 FT
 DH8955'SOUTHEAST OF A CARSONITE WITNESS POST.
 DH8955' 
 DH8955'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE NGS LOGO CAP.
 DH8955' 
 DH8955'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1395 ***********************************************************************
 BC1395  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1395  DESIGNATION -  872 0186 A TIDAL
 BC1395  PID         -  BC1395
 BC1395  STATE/COUNTY-  FL/DUVAL
 BC1395  USGS QUAD   -  MAYPORT (1992)
 BC1395
 BC1395                         *CURRENT SURVEY CONTROL
 BC1395  ___________________________________________________________________
 BC1395* NAD 83(1986)-  30 26 26.     (N)    081 26 20.     (W)     SCALED    
 BC1395* NAVD 88     -         2.505  (meters)       8.22   (feet)  ADJUSTED  
 BC1395  ___________________________________________________________________
 BC1395  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC1395  DYNAMIC HT  -           2.502 (meters)       8.21  (feet)  COMP
 BC1395  MODELED GRAV-     979,369.7   (mgal)                       NAVD 88
 BC1395
 BC1395  VERT ORDER  -  SECOND    CLASS I
 BC1395
 BC1395.The horizontal coordinates were scaled from a topographic map and have
 BC1395.an estimated accuracy of +/- 6 seconds.
 BC1395
 BC1395.The orthometric height was determined by differential leveling
 BC1395.and adjusted by the National Geodetic Survey in May 2004..
 BC1395.No vertical observational check was made to the station.
 BC1395
 BC1395.This Tidal Bench Mark is designated as VM 5062
 BC1395.by the Center for Operational Oceanographic Products and Services.
 BC1395
 BC1395.The geoid height was determined by GEOID03.
 BC1395
 BC1395.The dynamic height is computed by dividing the NAVD 88
 BC1395.geopotential number by the normal gravity value computed on the
 BC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1395.degrees latitude (g = 980.6199 gals.).
 BC1395
 BC1395.The modeled gravity was interpolated from observed gravity values.
 BC1395
 BC1395;                    North         East    Units  Estimated Accuracy
 BC1395;SPC FL E     -   676,790.      157,840.      MT  (+/- 180 meters Scaled)
 BC1395
 BC1395                          SUPERSEDED SURVEY CONTROL
 BC1395
 BC1395.No superseded survey control is available for this station.
 BC1395
 BC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP578676(NAD 83)
 BC1395_MARKER: DJ = TIDAL STATION DISK
 BC1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1395_SP_SET: CONCRETE POST
 BC1395_STAMPING: 0186 A 1978
 BC1395_MARK LOGO: NOS   
 BC1395_PROJECTION: FLUSH
 BC1395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1395+STABILITY: SURFACE MOTION
 BC1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1395+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 BC1395
 BC1395  HISTORY     - Date     Condition        Report By
 BC1395  HISTORY     - 1978     MONUMENTED       NOS
 BC1395  HISTORY     - 1978     GOOD             FLDNR
 BC1395  HISTORY     - 19880101 GOOD             FLDNR
 BC1395  HISTORY     - 20040603 GOOD             FLDEP
 BC1395
 BC1395                          STATION DESCRIPTION
 BC1395
 BC1395'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1395'3.3 MI NORTH FROM MAYPORT.
 BC1395'BEGINNING AT THE INTERSECTION OF STATE ROAD 105 AND THE WEST LANDING
 BC1395'OF THE MAYPORT FERRY AT MAYPORT, PROCEED 0.6 MILES NORTH ALONG STATE
 BC1395'ROAD A1A TO AN INTERSECTION WITH EDGEWOOD DRIVE. PROCEED 0.55 MILES
 BC1395'NORTH ALONG EDGEWOOD DRIVE TO AN INTERSECTION WITH PALMETTO AVENUE,
 BC1395'THENCE PROCEED 2.15 MILES NORTH ALONG PALMETTO AVENUE TO THE LOCATION
 BC1395'OF THE MARK. THE MARK BEARS 24.5 FEET EAST OF THE WALK LEADING TO THE
 BC1395'NORTH SHORE LINE OF ST. GEORGE ISLAND, 16 FEET SOUTH OF HIGH GROUND
 BC1395'SOUTH OF THE NORTH SHORELINE OF ST. GEORGE ISLAND, 23.2 FEET NORTHEAST
 BC1395'OF THE MOBILE HOME RESIDENCE OF LIEUTENANT DURANT, 130 FEET NORTHWEST
 BC1395'OF THE NORTHWEST CORNER OF A LARGE WHITE HOUSE.
 BC1395
 BC1395                          STATION RECOVERY (1988)
 BC1395
 BC1395'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH)
 BC1395'RECOVERED IN GOOD CONDITION.  NOTE--EXCEPT EDGEWOOD DRIVE IS NOW KNOWN
 BC1395'AS FORT GEORGE ROAD, THE MARK IS ALSO 47.0 FT (14.3 M) SOUTH SOUTHWEST
 BC1395'OF THE NORTWEST CORNER OF A WOODEN SEAWALL.
 BC1395
 BC1395                          STATION RECOVERY (2004)
 BC1395
 BC1395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1395'THE MARK IS 3.4 MI NORTH OF MAYPORT IN SECTION 37 TOWNSHIP 1 SOUTH,
 BC1395'RANGE 29 EAST.
 BC1395' 
 BC1395'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC1395'STATE ROAD A1A  (HECKSCHER DRIVE) IN MAYPORT, GO NORTHEAST ON STATE
 BC1395'ROAD A1A FOR 0.6 MI TO THE JUNCTION  OF FORT GEORGE ROAD ON THE LEFT,
 BC1395'TURN LEFT ON FORT GEORGE ROAD AND GO NORTH FOR 0.55  MI TO THE
 BC1395'JUNCTION OF PALMETTO AVENUE AND EDGEWOOD DRIVE, TURN LEFT ON PALMETTO
 BC1395'AVENUE AND GO NORTH FOR 2.15 MI TO THE PARKING LOT FOR KINGSLEY
 BC1395'PLANTATION, NOW BY  WALKING GO NORTHWEST THROUGH THE PLANTATION
 BC1395'GROUNDS FOR ABOUT 400.0 FT TO THE MARK,  SET IN THE TOP OF A ROUND
 BC1395'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BC1395' 
 BC1395'LOCATED 130.0 FT NORTHWEST OF THE NORTHWEST CORNER OF THE ARMY-NAVY
 BC1395'CLUB BUILDING,  49.0 FT SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A
 BC1395'WOODEN BULKHEAD ALONG THE  FORT GEORGE RIVER, IN LINE WITH THE WEST
 BC1395'SIDE OF THE BULKHEAD, 26.0 FT NORTHEAST OF A 36 -INCH OAK TREE, 16.5
 BC1395'FT EAST OF A 32-INCH OAK TREE, 1.0 FT SOUTH OF THE SOUTH EDGE OF A
 BC1395'WALKING PATH AND 0.5 FT NORTH OF A CARSONITE WITNESS POST.
 BC1395' 
 BC1395'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1391 ***********************************************************************
 BC1391  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1391  DESIGNATION -  872 0186 E TIDAL
 BC1391  PID         -  BC1391
 BC1391  STATE/COUNTY-  FL/DUVAL
 BC1391  USGS QUAD   -  MAYPORT (1992)
 BC1391
 BC1391                         *CURRENT SURVEY CONTROL
 BC1391  ___________________________________________________________________
 BC1391* NAD 83(1986)-  30 26 18.     (N)    081 26 22.     (W)     SCALED    
 BC1391* NAVD 88     -         2.152  (meters)       7.06   (feet)  ADJUSTED  
 BC1391  ___________________________________________________________________
 BC1391  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC1391  DYNAMIC HT  -           2.149 (meters)       7.05  (feet)  COMP
 BC1391  MODELED GRAV-     979,369.5   (mgal)                       NAVD 88
 BC1391
 BC1391  VERT ORDER  -  SECOND    CLASS I
 BC1391
 BC1391.The horizontal coordinates were scaled from a topographic map and have
 BC1391.an estimated accuracy of +/- 6 seconds.
 BC1391
 BC1391.The orthometric height was determined by differential leveling
 BC1391.and adjusted by the National Geodetic Survey in June 2006..
 BC1391
 BC1391.This Tidal Bench Mark is designated as VM 5063
 BC1391.by the Center for Operational Oceanographic Products and Services.
 BC1391
 BC1391.The geoid height was determined by GEOID03.
 BC1391
 BC1391.The dynamic height is computed by dividing the NAVD 88
 BC1391.geopotential number by the normal gravity value computed on the
 BC1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1391.degrees latitude (g = 980.6199 gals.).
 BC1391
 BC1391.The modeled gravity was interpolated from observed gravity values.
 BC1391
 BC1391;                    North         East    Units  Estimated Accuracy
 BC1391;SPC FL E     -   676,540.      157,790.      MT  (+/- 180 meters Scaled)
 BC1391
 BC1391                          SUPERSEDED SURVEY CONTROL
 BC1391
 BC1391  NAVD 88 (05/18/04)    2.149  (m)            7.05   (f) UNKNOWN     2 1
 BC1391
 BC1391.Superseded values are not recommended for survey control.
 BC1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1391.See file dsdata.txt to determine how the superseded data were derived.
 BC1391
 BC1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP578674(NAD 83)
 BC1391_MARKER: DJ = TIDAL STATION DISK
 BC1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1391_SP_SET: CONCRETE POST
 BC1391_STAMPING: 0186 E 1978
 BC1391_MARK LOGO: NOS   
 BC1391_PROJECTION: FLUSH
 BC1391_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1391+STABILITY: SURFACE MOTION
 BC1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1391+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 BC1391
 BC1391  HISTORY     - Date     Condition        Report By
 BC1391  HISTORY     - 1978     MONUMENTED       NOS
 BC1391  HISTORY     - 1978     GOOD             FLDNR
 BC1391  HISTORY     - 19880101 GOOD             FLDNR
 BC1391  HISTORY     - 20040603 GOOD             FLDEP
 BC1391
 BC1391                          STATION DESCRIPTION
 BC1391
 BC1391'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1391'3.3 MI NORTH FROM MAYPORT.
 BC1391'BEGINNING AT THE INTERSECTION OF STATE ROAD 105 AND THE WEST LANDING
 BC1391'OF THE MAYPORT FERRY AT MAYPORT, PROCEED 0.6 MILES NORTH ALONG STATE
 BC1391'ROAD A1A TO AN INTERSECTION WITH EDGEWOOD DRIVE. PROCEED 0.55 MILES
 BC1391'NORTH ALONG EDGEWOOD DRIVE TO AN INTERSECTION WITH PALMETTO AVENUE,
 BC1391'THENCE PROCEED 2.15 MILES MILES NORTH ALONG PALMETTE AVENUE TO THE
 BC1391'LOCATION OF THE MARK. THE MARK BEARS 18 FEET SOUTHWEST OF THE
 BC1391'SOUTHWEST CORNER OF THE EIGHTH SLAVE QUARTER BUILDING WEST OF DRIVE TO
 BC1391'KINGSLEY PLANTATION, 290 FEET WEST OF CENTERLINE OF DRIVE TO KINGSLEY
 BC1391'PLANTATION, 5 FEET SOUTHWEST OF A 14 INCH OAK MARKED WITH AN X 6 FEET
 BC1391'ABOVE THE GROUND, AND 5.1 FEET NORTH OF A 14 INCH PALMETTO PALM.
 BC1391
 BC1391                          STATION RECOVERY (1988)
 BC1391
 BC1391'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH)
 BC1391'RECOVERED IN GOOD CONDITION.  NOTE--EXCEPT EDGEWOOD DRIVE IS NOW KNOWN
 BC1391'AS FORT GEORGE ROAD. DELETE GO 2.15 MILES (3.46 KM) NORTH ON PALMETTO
 BC1391'AVENUE TO ITS END AT THE KINGSLEY PLANTATION STATE HISTORIC SITE AND
 BC1391'ADD GO 1.9 MILES (3.1 KM) NORTH ALONG PALMETTO AVENUE TO A ROW OF OLD
 BC1391'SLAVE QUARTERS BUILDINGS AT THE KINGSLEY PLANTATION STATE HISTORIC
 BC1391'SITE AND THE VICINITY OF THE MARK.
 BC1391
 BC1391                          STATION RECOVERY (2004)
 BC1391
 BC1391'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1391'RECOVERED IN GOOD CONDITION, WITH THESE ADDITIONS.
 BC1391' 
 BC1391'THE MARK IS IN SECTION 37, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC1391' 
 BC1391'LOCATED 18.0 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE SEVENTH AND
 BC1391'LAST SLAVE  QUARTER WEST OF PALMETTO ROAD AND 6.0 FT NORTH OF A
 BC1391'CARSONITE WITNESS POST.
 BC1391' 
 BC1391'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1474 ***********************************************************************
 BC1474  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1474  DESIGNATION -  872 0189 A TIDAL
 BC1474  PID         -  BC1474
 BC1474  STATE/COUNTY-  FL/DUVAL
 BC1474  USGS QUAD   -  TROUT RIVER (1992)
 BC1474
 BC1474                         *CURRENT SURVEY CONTROL
 BC1474  ___________________________________________________________________
 BC1474* NAD 83(1986)-  30 26 16.     (N)    081 38 34.     (W)     SCALED    
 BC1474* NAVD 88     -         3.575  (meters)      11.73   (feet)  ADJUSTED  
 BC1474  ___________________________________________________________________
 BC1474  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1474  DYNAMIC HT  -           3.571 (meters)      11.72  (feet)  COMP
 BC1474  MODELED GRAV-     979,372.9   (mgal)                       NAVD 88
 BC1474
 BC1474  VERT ORDER  -  SECOND    CLASS I
 BC1474
 BC1474.The horizontal coordinates were scaled from a topographic map and have
 BC1474.an estimated accuracy of +/- 6 seconds.
 BC1474
 BC1474.The orthometric height was determined by differential leveling
 BC1474.and adjusted by the National Geodetic Survey in June 1991..
 BC1474
 BC1474.This Tidal Bench Mark is designated as VM 5064
 BC1474.by the Center for Operational Oceanographic Products and Services.
 BC1474
 BC1474.The geoid height was determined by GEOID03.
 BC1474
 BC1474.The dynamic height is computed by dividing the NAVD 88
 BC1474.geopotential number by the normal gravity value computed on the
 BC1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1474.degrees latitude (g = 980.6199 gals.).
 BC1474
 BC1474.The modeled gravity was interpolated from observed gravity values.
 BC1474
 BC1474;                    North         East    Units  Estimated Accuracy
 BC1474;SPC FL E     -   676,570.      138,260.      MT  (+/- 180 meters Scaled)
 BC1474
 BC1474                          SUPERSEDED SURVEY CONTROL
 BC1474
 BC1474  NGVD 29 (09/01/92)    3.900  (m)           12.80   (f) ADJUSTED    2 1
 BC1474
 BC1474.Superseded values are not recommended for survey control.
 BC1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1474.See file dsdata.txt to determine how the superseded data were derived.
 BC1474
 BC1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP382674(NAD 83)
 BC1474_MARKER: DB = BENCH MARK DISK
 BC1474_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1474_SP_SET: CURB
 BC1474_STAMPING: 0189 A
 BC1474_MARK LOGO: FLSRD 
 BC1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1474+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC1474
 BC1474  HISTORY     - Date     Condition        Report By
 BC1474  HISTORY     - UNK      MONUMENTED       FLDT
 BC1474  HISTORY     - 1977     GOOD             FLDNR
 BC1474  HISTORY     - 1977     GOOD             FLDNR
 BC1474  HISTORY     - 20040605 GOOD             FLDEP
 BC1474
 BC1474                          STATION DESCRIPTION
 BC1474
 BC1474'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1474'JACKSONVILLE.
 BC1474'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1474'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1474'17 ABOUT 2.2 MILES TO THE NORTH END OF A CONCRETE BRIDGE OVER
 BC1474'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE
 BC1474'GUARDRAIL ON THE NORTHWEST CORNER OF THE NORTHBOUND LANE.
 BC1474
 BC1474                          STATION RECOVERY (1977)
 BC1474
 BC1474'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1474'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1474'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1474'17 ABOUT 2.2 MILES TO THE NORTH END OF A CONCRETE BRIDGE OVER
 BC1474'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE
 BC1474'GUARDRAIL ON THE NORTHWEST CORNER OF THE NORTHBOUND LANE.
 BC1474
 BC1474                          STATION RECOVERY (2004)
 BC1474
 BC1474'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1474'RECOVERED IN GOOD CONDITION.
 BC1474' 
 BC1474'THE MARK IS IN SECTION 46, TOWNSHIP 1 SOUTH, RANGE 27 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1475 ***********************************************************************
 BC1475  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1475  DESIGNATION -  872 0189 B TIDAL
 BC1475  PID         -  BC1475
 BC1475  STATE/COUNTY-  FL/DUVAL
 BC1475  USGS QUAD   -  TROUT RIVER (1992)
 BC1475
 BC1475                         *CURRENT SURVEY CONTROL
 BC1475  ___________________________________________________________________
 BC1475* NAD 83(1986)-  30 26 14.     (N)    081 38 32.     (W)     SCALED    
 BC1475* NAVD 88     -         3.480  (meters)      11.42   (feet)  ADJUSTED  
 BC1475  ___________________________________________________________________
 BC1475  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1475  DYNAMIC HT  -           3.476 (meters)      11.40  (feet)  COMP
 BC1475  MODELED GRAV-     979,372.9   (mgal)                       NAVD 88
 BC1475
 BC1475  VERT ORDER  -  SECOND    CLASS I
 BC1475
 BC1475.The horizontal coordinates were scaled from a topographic map and have
 BC1475.an estimated accuracy of +/- 6 seconds.
 BC1475
 BC1475.The orthometric height was determined by differential leveling
 BC1475.and adjusted by the National Geodetic Survey in June 1991..
 BC1475
 BC1475.This Tidal Bench Mark is designated as VM 5065
 BC1475.by the Center for Operational Oceanographic Products and Services.
 BC1475
 BC1475.The geoid height was determined by GEOID03.
 BC1475
 BC1475.The dynamic height is computed by dividing the NAVD 88
 BC1475.geopotential number by the normal gravity value computed on the
 BC1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1475.degrees latitude (g = 980.6199 gals.).
 BC1475
 BC1475.The modeled gravity was interpolated from observed gravity values.
 BC1475
 BC1475;                    North         East    Units  Estimated Accuracy
 BC1475;SPC FL E     -   676,510.      138,310.      MT  (+/- 180 meters Scaled)
 BC1475
 BC1475                          SUPERSEDED SURVEY CONTROL
 BC1475
 BC1475  NGVD 29 (09/01/92)    3.805  (m)           12.48   (f) ADJUSTED    2 1
 BC1475
 BC1475.Superseded values are not recommended for survey control.
 BC1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1475.See file dsdata.txt to determine how the superseded data were derived.
 BC1475
 BC1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP383674(NAD 83)
 BC1475_MARKER: DB = BENCH MARK DISK
 BC1475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1475_SP_SET: CURB
 BC1475_STAMPING: 0189 B
 BC1475_MARK LOGO: FLSRD 
 BC1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1475+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC1475
 BC1475  HISTORY     - Date     Condition        Report By
 BC1475  HISTORY     - UNK      MONUMENTED       FLDT
 BC1475  HISTORY     - 1977     GOOD             FLDNR
 BC1475  HISTORY     - 1977     GOOD             FLDNR
 BC1475  HISTORY     - 20030220 POOR             FLDEP
 BC1475  HISTORY     - 20040605 POOR             FLDEP
 BC1475
 BC1475                          STATION DESCRIPTION
 BC1475
 BC1475'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1475'JACKSONVILLE.
 BC1475'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1475'DRIVE), AT JACKSONVILLE, FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1475'17 ABOUT 2.1 MILES TO THE SOUTH END OF A CONCRETE BRIDGE OVER THE
 BC1475'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE GUARDRAIL
 BC1475'ON THE SOUTHEAST CORNER OF THE NORTHBOUND LANE.
 BC1475
 BC1475                          STATION RECOVERY (1977)
 BC1475
 BC1475'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1475'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1475'DRIVE), AT JACKSONVILLE, FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1475'17 ABOUT 2.1 MILES TO THE SOUTH END OF A CONCRETE BRIDGE OVER THE
 BC1475'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE GUARDRAIL
 BC1475'ON THE SOUTHEAST CORNER OF THE NORTHBOUND LANE.
 BC1475
 BC1475                          STATION RECOVERY (2003)
 BC1475
 BC1475'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1475'SURVIVABILITY OF THIS MARK IS QUESTIONABLE. MARK IN REMNANT OF A CURB.
 BC1475' 
 BC1475
 BC1475                          STATION RECOVERY (2004)
 BC1475
 BC1475'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1475'THE MARK IS IN SECTION 46, TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 BC1475' 
 BC1475'NOTE THE MARK IS LOCATED UNDER THE STEEL GUARDRAIL AND IS THEREFORE
 BC1475'NOT DIRECTLY  ACCESSIBLE.
 BC1475' 
 BC1475'NOTE THE CURBING IN WHICH THE MARK IS SET IS DETERIORATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1473 ***********************************************************************
 BC1473  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1473  DESIGNATION -  872 0189 C TIDAL
 BC1473  PID         -  BC1473
 BC1473  STATE/COUNTY-  FL/DUVAL
 BC1473  USGS QUAD   -  TROUT RIVER (1992)
 BC1473
 BC1473                         *CURRENT SURVEY CONTROL
 BC1473  ___________________________________________________________________
 BC1473* NAD 83(1986)-  30 27 24.     (N)    081 38 11.     (W)     SCALED    
 BC1473* NAVD 88     -         9.294  (meters)      30.49   (feet)  ADJUSTED  
 BC1473  ___________________________________________________________________
 BC1473  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BC1473  DYNAMIC HT  -           9.282 (meters)      30.45  (feet)  COMP
 BC1473  MODELED GRAV-     979,374.0   (mgal)                       NAVD 88
 BC1473
 BC1473  VERT ORDER  -  SECOND    CLASS I
 BC1473
 BC1473.The horizontal coordinates were scaled from a topographic map and have
 BC1473.an estimated accuracy of +/- 6 seconds.
 BC1473
 BC1473.The orthometric height was determined by differential leveling
 BC1473.and adjusted by the National Geodetic Survey in June 1991..
 BC1473
 BC1473.This Tidal Bench Mark is designated as VM 5066
 BC1473.by the Center for Operational Oceanographic Products and Services.
 BC1473
 BC1473.The geoid height was determined by GEOID03.
 BC1473
 BC1473.The dynamic height is computed by dividing the NAVD 88
 BC1473.geopotential number by the normal gravity value computed on the
 BC1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1473.degrees latitude (g = 980.6199 gals.).
 BC1473
 BC1473.The modeled gravity was interpolated from observed gravity values.
 BC1473
 BC1473;                    North         East    Units  Estimated Accuracy
 BC1473;SPC FL E     -   678,660.      138,880.      MT  (+/- 180 meters Scaled)
 BC1473
 BC1473                          SUPERSEDED SURVEY CONTROL
 BC1473
 BC1473  NGVD 29 (09/01/92)    9.616  (m)           31.55   (f) ADJUSTED    2 1
 BC1473
 BC1473.Superseded values are not recommended for survey control.
 BC1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1473.See file dsdata.txt to determine how the superseded data were derived.
 BC1473
 BC1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP389695(NAD 83)
 BC1473_MARKER: DJ = TIDAL STATION DISK
 BC1473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1473_SP_SET: CULVERT HEADWALL
 BC1473_STAMPING: 0189 C
 BC1473_MARK LOGO: NOS   
 BC1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1473+STABILITY: SURFACE MOTION
 BC1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1473+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC1473
 BC1473  HISTORY     - Date     Condition        Report By
 BC1473  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1473  HISTORY     - 1977     GOOD             FLDNR
 BC1473  HISTORY     - 20040605 GOOD             FLDEP
 BC1473
 BC1473                          STATION DESCRIPTION
 BC1473
 BC1473'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1473'JACKSONVILLE.
 BC1473'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1473'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY 17
 BC1473'ABOUT 3.5 MILES. MARK BEARS 68 FEET EAST OF CENTERLINE OF NORTHBOUND
 BC1473'LANE OF US HIGHWAY 17, ABOUT 258 FEET SOUTH OF I 295 OVERPASS ON
 BC1473'EAST SIDE OF US HIGHWAY 17, ABOUT 53 FEET EAST OF STORM SEWER
 BC1473'LOCATED AT THE NORTH POINT OF A TRIANGULAR MEDIAN, SET FLUSH IN
 BC1473'HEADWALL OF A CULVERT.
 BC1473
 BC1473                          STATION RECOVERY (1977)
 BC1473
 BC1473'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1473'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1473'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY 17
 BC1473'ABOUT 3.5 MILES. MARK BEARS 68 FEET EAST OF CENTERLINE OF NORTHBOUND
 BC1473'LANE OF US HIGHWAY 17, ABOUT 258 FEET SOUTH OF I 295 OVERPASS ON
 BC1473'EAST SIDE OF US HIGHWAY 17, ABOUT 53 FEET EAST OF STORM SEWER
 BC1473'LOCATED AT THE NORTH POINT OF A TRIANGULAR MEDIAN, SET FLUSH IN
 BC1473'HEADWALL OF A CULVERT.
 BC1473
 BC1473                          STATION RECOVERY (2004)
 BC1473
 BC1473'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1473'RECOVERED IN GOOD CONDITION.
 BC1473' 
 BC1473'THE MARK IS IN SECTION 46, TOWNSHIP 1 NORTH, RANGE 27 EAST.
 BC1473' 
 BC1473'LOCATED 67.0 FT EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 BC1473'HIGHWAY 17.
 BC1473' 
 BC1473'NOTE THE STAMPING IS IN POOR CONDITION SEE PHOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2470 ***********************************************************************
 BC2470  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2470  DESIGNATION -  872 0194 1 TIDAL RESET
 BC2470  PID         -  BC2470
 BC2470  STATE/COUNTY-  FL/DUVAL
 BC2470  USGS QUAD   -  MAYPORT (1992)
 BC2470
 BC2470                         *CURRENT SURVEY CONTROL
 BC2470  ___________________________________________________________________
 BC2470* NAD 83(1986)-  30 25 54.     (N)    081 24 36.     (W)     SCALED    
 BC2470* NAVD 88     -         3.364  (meters)      11.04   (feet)  ADJUSTED  
 BC2470  ___________________________________________________________________
 BC2470  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC2470  DYNAMIC HT  -           3.360 (meters)      11.02  (feet)  COMP
 BC2470  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 BC2470
 BC2470  VERT ORDER  -  SECOND    CLASS I
 BC2470
 BC2470.The horizontal coordinates were scaled from a topographic map and have
 BC2470.an estimated accuracy of +/- 6 seconds.
 BC2470
 BC2470.The orthometric height was determined by differential leveling
 BC2470.and adjusted by the National Geodetic Survey in June 2006..
 BC2470
 BC2470.This Tidal Bench Mark is designated as VM 16571
 BC2470.by the Center for Operational Oceanographic Products and Services.
 BC2470
 BC2470.The geoid height was determined by GEOID03.
 BC2470
 BC2470.The dynamic height is computed by dividing the NAVD 88
 BC2470.geopotential number by the normal gravity value computed on the
 BC2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2470.degrees latitude (g = 980.6199 gals.).
 BC2470
 BC2470.The modeled gravity was interpolated from observed gravity values.
 BC2470
 BC2470;                    North         East    Units  Estimated Accuracy
 BC2470;SPC FL E     -   675,790.      160,620.      MT  (+/- 180 meters Scaled)
 BC2470
 BC2470                          SUPERSEDED SURVEY CONTROL
 BC2470
 BC2470  NAVD 88 (??/??/92)    3.394  (m)           11.14   (f) UNKNOWN     3 0
 BC2470  NGVD 29 (09/01/92)    3.730  (m)           12.24   (f) ADJUSTED    2 1
 BC2470
 BC2470.Superseded values are not recommended for survey control.
 BC2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2470.See file dsdata.txt to determine how the superseded data were derived.
 BC2470
 BC2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP606666(NAD 83)
 BC2470_MARKER: DJ = TIDAL STATION DISK
 BC2470_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC2470_SP_SET: SUPPORT COLUMN BASE
 BC2470_STAMPING: NO 1 1974 RESET 1979
 BC2470_MARK LOGO: NOS   
 BC2470_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2470+STABILITY: SURFACE MOTION
 BC2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2470+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC2470
 BC2470  HISTORY     - Date     Condition        Report By
 BC2470  HISTORY     - 1979     MONUMENTED       NOS
 BC2470  HISTORY     - 1985     GOOD             FLDNR
 BC2470  HISTORY     - 20040602 GOOD             FLDEP
 BC2470
 BC2470                          STATION DESCRIPTION
 BC2470
 BC2470'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2470'2.9 MI NORTH FROM MAYPORT.
 BC2470'THE MARK IS AT LITTLE TALBOT ISLAND STATE PARK, AT THE SOUTHERNMOST
 BC2470'PICNIC AREA, 71.3 FEET EAST OF THE CENTERLINE OF PARK DRIVE, 4.8 FEET
 BC2470'NORTHWEST OF THE WEST END OF A WOODEN WALKWAY TO THE BEACH, AND IS
 BC2470'SET IN THE CONCRETE BASE FOR THE SOUTHEAST CORNER SUPPORT COLUMN OF
 BC2470'THE MIDDLE PICNIC PAVILION.
 BC2470
 BC2470                          STATION RECOVERY (2004)
 BC2470
 BC2470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2470'THE MARK IS ABOUT 2.8 MI NORTHEAST OF MAYPORT, IN SECTION 42, TOWNSHIP
 BC2470'1 SOUTH, RANGE 29  EAST.
 BC2470' 
 BC2470'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC2470'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC2470'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 5.1
 BC2470'MI TO THE MAIN ENTRANCE TO LITTLE TALBOT ISLAND STATE  PARK ON THE
 BC2470'RIGHT, TURN RIGHT INTO THE PARK AND FOLLOW THE PAVED PARK ROAD EAST
 BC2470'AND  SOUTH FOR 2.4 MI TO THE SOUTH RECREATION AREA PARKING LOT AND THE
 BC2470'MARK ON THE LEFT, AT  THE EAST SIDE OF THE PARKING LOT, SET IN THE
 BC2470'CONCRETE BASE FOR THE SOUTHEAST CORNER  SUPPORT COLUMN FOR THE SECOND
 BC2470'PICNIC PAVILION NORTH OF A WATER TREATMENT PLANT.
 BC2470' 
 BC2470'LOCATED 71.3 FT EAST OF THE CENTER OF THE NORTHBOUND DRIVE ON THE EAST
 BC2470'SIDE OF THE  PARKING LOT, 46.6 FT NORTHEAST OF THE NORTHWEST CORNER OF
 BC2470'THE FIRST PAVILION NORTH OF  THE WATER TREATMENT PLANT AND 2.3 FT
 BC2470'NORTH-NORTHEAST OF THE NORTH EDGE OF A WOODEN  WALKWAY TO THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2469 ***********************************************************************
 BC2469  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2469  DESIGNATION -  872 0194 2 TIDAL RESET
 BC2469  PID         -  BC2469
 BC2469  STATE/COUNTY-  FL/DUVAL
 BC2469  USGS QUAD   -  MAYPORT (1992)
 BC2469
 BC2469                         *CURRENT SURVEY CONTROL
 BC2469  ___________________________________________________________________
 BC2469* NAD 83(1986)-  30 25 54.     (N)    081 24 36.     (W)     SCALED    
 BC2469* NAVD 88     -         3.026  (meters)       9.93   (feet)  ADJUSTED  
 BC2469  ___________________________________________________________________
 BC2469  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC2469  DYNAMIC HT  -           3.023 (meters)       9.92  (feet)  COMP
 BC2469  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 BC2469
 BC2469  VERT ORDER  -  SECOND    CLASS I
 BC2469
 BC2469.The horizontal coordinates were scaled from a topographic map and have
 BC2469.an estimated accuracy of +/- 6 seconds.
 BC2469
 BC2469.The orthometric height was determined by differential leveling
 BC2469.and adjusted by the National Geodetic Survey in June 2006..
 BC2469
 BC2469.This Tidal Bench Mark is designated as VM 16572
 BC2469.by the Center for Operational Oceanographic Products and Services.
 BC2469
 BC2469.The geoid height was determined by GEOID03.
 BC2469
 BC2469.The dynamic height is computed by dividing the NAVD 88
 BC2469.geopotential number by the normal gravity value computed on the
 BC2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2469.degrees latitude (g = 980.6199 gals.).
 BC2469
 BC2469.The modeled gravity was interpolated from observed gravity values.
 BC2469
 BC2469;                    North         East    Units  Estimated Accuracy
 BC2469;SPC FL E     -   675,790.      160,620.      MT  (+/- 180 meters Scaled)
 BC2469
 BC2469                          SUPERSEDED SURVEY CONTROL
 BC2469
 BC2469  NAVD 88 (??/??/92)    3.043  (m)            9.98   (f) UNKNOWN     3 0
 BC2469  NGVD 29 (09/01/92)    3.379  (m)           11.09   (f) ADJUSTED    2 1
 BC2469
 BC2469.Superseded values are not recommended for survey control.
 BC2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2469.See file dsdata.txt to determine how the superseded data were derived.
 BC2469
 BC2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP606666(NAD 83)
 BC2469_MARKER: DJ = TIDAL STATION DISK
 BC2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2469_SP_SET: CONCRETE POST
 BC2469_STAMPING: NO 2 1974 RESET 1979
 BC2469_MARK LOGO: NOS   
 BC2469_PROJECTION: FLUSH
 BC2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2469+STABILITY: SURFACE MOTION
 BC2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2469+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC2469
 BC2469  HISTORY     - Date     Condition        Report By
 BC2469  HISTORY     - 1979     MONUMENTED       NOS
 BC2469  HISTORY     - 1985     GOOD             FLDNR
 BC2469  HISTORY     - 20040602 GOOD             FLDEP
 BC2469
 BC2469                          STATION DESCRIPTION
 BC2469
 BC2469'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2469'2.9 MI NORTH FROM MAYPORT.
 BC2469'THE MARK IS AT LITTLE TALBOT ISLAND STATE PARK, AT THE SOUTHERNMOST
 BC2469'PICNIC FACILITY, 24.7 FEET EAST OF THE CENTERLINE OF THE PARK ROAD, 1
 BC2469'FOOT NORTHWEST OF A POWER POLE, 26.3 FEET WEST-NORTHWEST OF THE
 BC2469'NORTHWEST CORNER OF THE SOUTHERNMOST PICNIC PAVILION, AND 1 FOOT
 BC2469'NORTH OF A WITNESS POST.
 BC2469
 BC2469                          STATION RECOVERY (2004)
 BC2469
 BC2469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2469'THE MARK IS ABOUT 2.8 MI NORTHEAST OF MAYPORT, IN SECTION 42, TOWNSHIP
 BC2469'1 SOUTH, RANGE 29  EAST.
 BC2469' 
 BC2469'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC2469'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC2469'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 5.1
 BC2469'MI TO THE MAIN ENTRANCE TO LITTLE TALBOT ISLAND STATE  PARK ON THE
 BC2469'RIGHT, TURN RIGHT INTO THE PARK AND FOLLOW THE PAVED PARK ROAD EAST
 BC2469'AND  SOUTH FOR 2.4 MI TO THE SOUTH RECREATION AREA PARKING LOT AND THE
 BC2469'MARK ON THE LEFT, AT  THE EAST SIDE OF THE PARKING LOT, SET IN THE TOP
 BC2469'OF A ROUND CONCRETE MONUMENT FLUSH  WITH THE GROUND NEAR THE FIRST
 BC2469'PICNIC PAVILION NORTH OF A WATER TREATMENT PLANT.
 BC2469' 
 BC2469'LOCATED 54.8 FT SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SECOND
 BC2469'PICNIC  PAVILION NORTH OF THE WATER TREATMENT PLANT, 26.3 FT
 BC2469'WEST-SOUTHWEST OF THE  NORTHWEST CORNER OF THE FIRST PAVILION NORTH OF
 BC2469'THE WATER TREATMENT PLANT, 24.7 FT  EAST OF THE CENTER OF THE
 BC2469'NORTHBOUND DRIVE ALONG THE EAST SIDE OF THE PARKING LOT, 1.0  FT
 BC2469'NORTHWEST OF POWER POLE NUMBER 11255 AND 1.0 FT NORTH OF A METAL
 BC2469'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH8954 ***********************************************************************
 DH8954  DESIGNATION -  872 0194 A TIDAL
 DH8954  PID         -  DH8954
 DH8954  STATE/COUNTY-  FL/DUVAL
 DH8954  USGS QUAD   -  MAYPORT (1992)
 DH8954
 DH8954                         *CURRENT SURVEY CONTROL
 DH8954  ___________________________________________________________________
 DH8954* NAD 83(1986)-  30 25 48.     (N)    081 24 39.     (W)     SCALED    
 DH8954* NAVD 88     -         2.359  (meters)       7.74   (feet)  ADJUSTED  
 DH8954  ___________________________________________________________________
 DH8954  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DH8954  DYNAMIC HT  -           2.356 (meters)       7.73  (feet)  COMP
 DH8954  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 DH8954
 DH8954  VERT ORDER  -  SECOND    CLASS I
 DH8954
 DH8954.The horizontal coordinates were scaled from a topographic map and have
 DH8954.an estimated accuracy of +/- 6 seconds.
 DH8954
 DH8954.The orthometric height was determined by differential leveling
 DH8954.and adjusted by the National Geodetic Survey in June 2006..
 DH8954
 DH8954.The geoid height was determined by GEOID03.
 DH8954
 DH8954.The dynamic height is computed by dividing the NAVD 88
 DH8954.geopotential number by the normal gravity value computed on the
 DH8954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8954.degrees latitude (g = 980.6199 gals.).
 DH8954
 DH8954.The modeled gravity was interpolated from observed gravity values.
 DH8954
 DH8954;                    North         East    Units  Estimated Accuracy
 DH8954;SPC FL E     -   675,610.      160,530.      MT  (+/- 180 meters Scaled)
 DH8954
 DH8954                          SUPERSEDED SURVEY CONTROL
 DH8954
 DH8954.No superseded survey control is available for this station.
 DH8954
 DH8954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP605665(NAD 83)
 DH8954_MARKER: DD = SURVEY DISK
 DH8954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8954_STAMPING: 0194 A 2004
 DH8954_MARK LOGO: FLDEP 
 DH8954_PROJECTION: FLUSH
 DH8954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8954+STABILITY: SURFACE MOTION
 DH8954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8954+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH8954
 DH8954  HISTORY     - Date     Condition        Report By
 DH8954  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH8954
 DH8954                          STATION DESCRIPTION
 DH8954
 DH8954'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8954'THE MARK IS ABOUT 2.7 MI NORTHEAST OF MAYPORT, IN SECTION 42, TOWNSHIP
 DH8954'1 SOUTH, RANGE 29  EAST.
 DH8954' 
 DH8954'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 DH8954'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 DH8954'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 3.0
 DH8954'MI TO THE OLD ENTRANCE ROAD TO LITTLE TALBOT ISLAND  STATE PARK SOUTH
 DH8954'RECREATION AREA, TURN RIGHT ON THE OLD ENTRANCE ROAD AND GO EAST
 DH8954'ABOUT 300.0 FT TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DH8954'CONCRETE MONUMENT  FLUSH WITH THE GROUND.
 DH8954' 
 DH8954'LOCATED ABOUT 338.0 FT EAST OF THE CENTERLINE OF STATE ROAD A1A (STATE
 DH8954'ROAD 105), ABOUT  248.0 FT EAST OF BENCH MARK A 326, 77.6 FT SOUTHWEST
 DH8954'OF THE CENTERLINE OF A PAVED SERVICE  ROAD, 14.5 FT SOUTH-SOUTHEAST OF
 DH8954'THE CENTERLINE OF THE OLD ENTRANCE ROAD, 5.7 FT  EAST-NORTHEAST OF A
 DH8954'WOODEN POWER POLE NUMBER 11255B AND 1.5 FT NORTH OF A CARSONITE
 DH8954'WITNESS POST.
 DH8954' 
 DH8954'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1559 ***********************************************************************
 BC1559  DESIGNATION -  872 0194 TIDAL 1
 BC1559  PID         -  BC1559
 BC1559  STATE/COUNTY-  FL/DUVAL
 BC1559  USGS QUAD   -  MAYPORT (1992)
 BC1559
 BC1559                         *CURRENT SURVEY CONTROL
 BC1559  ___________________________________________________________________
 BC1559* NAD 83(1986)-  30 25 55.     (N)    081 24 37.     (W)     SCALED    
 BC1559* NAVD 88     -         3.614  (meters)      11.86   (feet)  ADJUSTED  
 BC1559  ___________________________________________________________________
 BC1559  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC1559  DYNAMIC HT  -           3.609 (meters)      11.84  (feet)  COMP
 BC1559  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 BC1559
 BC1559  VERT ORDER  -  SECOND    CLASS I
 BC1559
 BC1559.The horizontal coordinates were scaled from a topographic map and have
 BC1559.an estimated accuracy of +/- 6 seconds.
 BC1559
 BC1559.The orthometric height was determined by differential leveling
 BC1559.and adjusted by the National Geodetic Survey in June 1991..
 BC1559
 BC1559.The geoid height was determined by GEOID03.
 BC1559
 BC1559.The dynamic height is computed by dividing the NAVD 88
 BC1559.geopotential number by the normal gravity value computed on the
 BC1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1559.degrees latitude (g = 980.6199 gals.).
 BC1559
 BC1559.The modeled gravity was interpolated from observed gravity values.
 BC1559
 BC1559;                    North         East    Units  Estimated Accuracy
 BC1559;SPC FL E     -   675,820.      160,590.      MT  (+/- 180 meters Scaled)
 BC1559
 BC1559                          SUPERSEDED SURVEY CONTROL
 BC1559
 BC1559  NGVD 29 (09/01/92)    3.952  (m)           12.97   (f) ADJUSTED    2 1
 BC1559
 BC1559.Superseded values are not recommended for survey control.
 BC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1559.See file dsdata.txt to determine how the superseded data were derived.
 BC1559
 BC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP606667(NAD 83)
 BC1559_MARKER: DJ = TIDAL STATION DISK
 BC1559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1559_SP_SET: CONCRETE FLAG POLE BASE
 BC1559_STAMPING: NO 1 1974
 BC1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1559
 BC1559  HISTORY     - Date     Condition        Report By
 BC1559  HISTORY     - 1974     MONUMENTED       NOS
 BC1559  HISTORY     - 1977     GOOD             FLDNR
 BC1559  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1559
 BC1559                          STATION DESCRIPTION
 BC1559
 BC1559'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1559'JACKSONVILLE.
 BC1559'BEGIN AT THE NORTHEAST END OF A TOLL BRIDGE OVER FORT
 BC1559'GEORGE RIVER AT THE SOUTHWEST END OF LITTLE TALBOT
 BC1559'ISLAND, PROCEED NORTHEAST AND NORTH ALONG STATE ROAD
 BC1559'A1A, ABOUT 0.75 MILES TO THE ENTRANCE TO LITTLE TALBOT
 BC1559'ISLAND STATE PARK, PROCEED NORTHEAST AND NORTH INTO
 BC1559'THE PARK 0.2 MILES TO THE MARK ON THE RIGHT. MARK BEARS
 BC1559'49 FEET EAST OF THE SOUTHEAST CORNER OF A 9X9 FOOT
 BC1559'BLOCK BUILDING, 68.3 FEET SOUTHEAST OF THE SOUTHEAST
 BC1559'CORNER POST OF THE SOUTHERNMOST PICNIC SHED, SET FLUSH
 BC1559'IN THE SOUTHERNMOST OF TWO CONCRETE FLAG POLE BASES.
 BC1559'MARK IS A NOS TIDAL BENCH MARK.
 BC1559
 BC1559                          STATION RECOVERY (2004)
 BC1559
 BC1559'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1559'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1560 ***********************************************************************
 BC1560  DESIGNATION -  872 0194 TIDAL 2
 BC1560  PID         -  BC1560
 BC1560  STATE/COUNTY-  FL/DUVAL
 BC1560  USGS QUAD   -  MAYPORT (1992)
 BC1560
 BC1560                         *CURRENT SURVEY CONTROL
 BC1560  ___________________________________________________________________
 BC1560* NAD 83(1986)-  30 25 54.     (N)    081 24 37.     (W)     SCALED    
 BC1560* NAVD 88     -         3.572  (meters)      11.72   (feet)  ADJUSTED  
 BC1560  ___________________________________________________________________
 BC1560  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC1560  DYNAMIC HT  -           3.567 (meters)      11.70  (feet)  COMP
 BC1560  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 BC1560
 BC1560  VERT ORDER  -  SECOND    CLASS I
 BC1560
 BC1560.The horizontal coordinates were scaled from a topographic map and have
 BC1560.an estimated accuracy of +/- 6 seconds.
 BC1560
 BC1560.The orthometric height was determined by differential leveling
 BC1560.and adjusted by the National Geodetic Survey in June 1991..
 BC1560
 BC1560.The geoid height was determined by GEOID03.
 BC1560
 BC1560.The dynamic height is computed by dividing the NAVD 88
 BC1560.geopotential number by the normal gravity value computed on the
 BC1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1560.degrees latitude (g = 980.6199 gals.).
 BC1560
 BC1560.The modeled gravity was interpolated from observed gravity values.
 BC1560
 BC1560;                    North         East    Units  Estimated Accuracy
 BC1560;SPC FL E     -   675,790.      160,590.      MT  (+/- 180 meters Scaled)
 BC1560
 BC1560                          SUPERSEDED SURVEY CONTROL
 BC1560
 BC1560  NGVD 29 (09/01/92)    3.909  (m)           12.82   (f) ADJUSTED    2 1
 BC1560
 BC1560.Superseded values are not recommended for survey control.
 BC1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1560.See file dsdata.txt to determine how the superseded data were derived.
 BC1560
 BC1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP606666(NAD 83)
 BC1560_MARKER: DJ = TIDAL STATION DISK
 BC1560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1560_SP_SET: CONCRETE FLAG POLE BASE
 BC1560_STAMPING: NO 2 1974
 BC1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1560
 BC1560  HISTORY     - Date     Condition        Report By
 BC1560  HISTORY     - 1974     MONUMENTED       NOS
 BC1560  HISTORY     - 1977     GOOD             FLDNR
 BC1560  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1560
 BC1560                          STATION DESCRIPTION
 BC1560
 BC1560'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1560'JACKSONVILLE.
 BC1560'BEGIN AT THE NORTHEAST END OF A TOLL BRIDGE OVER FORT
 BC1560'GEORGE RIVER AT THE SOUTHWEST END OF LITTLE TALBOT
 BC1560'ISLAND, PROCEED NORTHEAST AND NORTH ALONG STATE ROAD
 BC1560'A1A, ABOUT 0.75 MILES TO THE ENTRANCE TO LITTLE TALBOT
 BC1560'ISLAND STATE PARK, PROCEED NORTHEAST AND NORTH INTO THE
 BC1560'PARK 0.2 MILES TO THE MARK ON THE RIGHT. MARK BEARS
 BC1560'47.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 9X9 FOOT
 BC1560'BOLCK BUILDING, 54,6 FEET EAST OF THE SOUTHEAST CORNER
 BC1560'POST OF THE SOUTHERNMOST PICNIC SHED, SET FLUSH IN THE
 BC1560'NOTHERNMOST OF TWO FLAG POLE BASIS. MARK IS A NOS
 BC1560'TIDAL BENCH MARK
 BC1560
 BC1560                          STATION RECOVERY (2004)
 BC1560
 BC1560'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1560'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1558 ***********************************************************************
 BC1558  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1558  DESIGNATION -  872 0194 TIDAL 3
 BC1558  PID         -  BC1558
 BC1558  STATE/COUNTY-  FL/DUVAL
 BC1558  USGS QUAD   -  MAYPORT (1992)
 BC1558
 BC1558                         *CURRENT SURVEY CONTROL
 BC1558  ___________________________________________________________________
 BC1558* NAD 83(1986)-  30 25 46.     (N)    081 24 42.     (W)     SCALED    
 BC1558* NAVD 88     -         2.174  (meters)       7.13   (feet)  ADJUSTED  
 BC1558  ___________________________________________________________________
 BC1558  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC1558  DYNAMIC HT  -           2.171 (meters)       7.12  (feet)  COMP
 BC1558  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 BC1558
 BC1558  VERT ORDER  -  SECOND    CLASS I
 BC1558
 BC1558.The horizontal coordinates were scaled from a topographic map and have
 BC1558.an estimated accuracy of +/- 6 seconds.
 BC1558
 BC1558.The orthometric height was determined by differential leveling
 BC1558.and adjusted by the National Geodetic Survey in June 1991..
 BC1558
 BC1558.This Tidal Bench Mark is designated as VM 5071
 BC1558.by the Center for Operational Oceanographic Products and Services.
 BC1558
 BC1558.The geoid height was determined by GEOID03.
 BC1558
 BC1558.The dynamic height is computed by dividing the NAVD 88
 BC1558.geopotential number by the normal gravity value computed on the
 BC1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1558.degrees latitude (g = 980.6199 gals.).
 BC1558
 BC1558.The modeled gravity was interpolated from observed gravity values.
 BC1558
 BC1558;                    North         East    Units  Estimated Accuracy
 BC1558;SPC FL E     -   675,540.      160,450.      MT  (+/- 180 meters Scaled)
 BC1558
 BC1558                          SUPERSEDED SURVEY CONTROL
 BC1558
 BC1558  NGVD 29 (09/01/92)    2.514  (m)            8.25   (f) ADJUSTED    2 1
 BC1558
 BC1558.Superseded values are not recommended for survey control.
 BC1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1558.See file dsdata.txt to determine how the superseded data were derived.
 BC1558
 BC1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP604664(NAD 83)
 BC1558_MARKER: DJ = TIDAL STATION DISK
 BC1558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1558_SP_SET: CULVERT HEADWALL
 BC1558_STAMPING: NO 3 1974
 BC1558_MARK LOGO: NOS   
 BC1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1558+STABILITY: SURFACE MOTION
 BC1558
 BC1558  HISTORY     - Date     Condition        Report By
 BC1558  HISTORY     - 1974     MONUMENTED       NOS
 BC1558  HISTORY     - 1977     GOOD             FLDNR
 BC1558  HISTORY     - 1985     GOOD             FLDNR
 BC1558  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1558
 BC1558                          STATION DESCRIPTION
 BC1558
 BC1558'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1558'JACKSONVILLE.
 BC1558'BEGIN AT THE NORTHEAST END OF A TOLL BRIDGE OVER FORT
 BC1558'GEORGE RIVER AT THE SOUTHWEST END OF LITTLE TALBOT
 BC1558'ISLAND, PROCEED NORTHWEST AND NORTH ALONG STATE ROAD
 BC1558'A1A ABOUT 0.7 MILES TO THE MARK ON THE LEFT. MARK BEARS
 BC1558'22.7 FEET WEST OF THE CENTER LINE OF STATE ROAD A1A,
 BC1558'61 YARDS SOUTH OF THE ENTRANCE TO LITTLE TALBOT ISLAND
 BC1558'STATE PARK, SET FLUSH IN THE SOUTH END OF A CULVERT
 BC1558'HEADWALL. MARK IS A NOS TIDAL BENCH MARK.
 BC1558
 BC1558                          STATION RECOVERY (1985)
 BC1558
 BC1558'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1558'RECOVERED IN GOOD CONDITION.
 BC1558
 BC1558                          STATION RECOVERY (2004)
 BC1558
 BC1558'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1558'THE MARK WAS RECOVERED AND SUBSEQUENTLY DESTROYED BY NEW ROAD
 BC1558'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1406 ***********************************************************************
 BC1406  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1406  DESIGNATION -  872 0198 A TIDAL
 BC1406  PID         -  BC1406
 BC1406  STATE/COUNTY-  FL/DUVAL
 BC1406  USGS QUAD   -  EASTPORT (1992)
 BC1406
 BC1406                         *CURRENT SURVEY CONTROL
 BC1406  ___________________________________________________________________
 BC1406* NAD 83(1986)-  30 24 24.     (N)    081 30 37.     (W)     SCALED    
 BC1406* NAVD 88     -         1.330  (meters)       4.36   (feet)  ADJUSTED  
 BC1406  ___________________________________________________________________
 BC1406  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC1406  DYNAMIC HT  -           1.329 (meters)       4.36  (feet)  COMP
 BC1406  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 BC1406
 BC1406  VERT ORDER  -  FIRST     CLASS II
 BC1406
 BC1406.The horizontal coordinates were scaled from a topographic map and have
 BC1406.an estimated accuracy of +/- 6 seconds.
 BC1406
 BC1406.The orthometric height was determined by differential leveling
 BC1406.and adjusted by the National Geodetic Survey in May 1994..
 BC1406
 BC1406.This Tidal Bench Mark is designated as VM 5077
 BC1406.by the Center for Operational Oceanographic Products and Services.
 BC1406
 BC1406.The geoid height was determined by GEOID03.
 BC1406
 BC1406.The dynamic height is computed by dividing the NAVD 88
 BC1406.geopotential number by the normal gravity value computed on the
 BC1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1406.degrees latitude (g = 980.6199 gals.).
 BC1406
 BC1406.The modeled gravity was interpolated from observed gravity values.
 BC1406
 BC1406;                    North         East    Units  Estimated Accuracy
 BC1406;SPC FL E     -   673,060.      150,970.      MT  (+/- 180 meters Scaled)
 BC1406
 BC1406                          SUPERSEDED SURVEY CONTROL
 BC1406
 BC1406  NAVD 88 (06/15/91)    1.362  (m)            4.47   (f) UNKNOWN     1 2
 BC1406  NGVD 29 (09/01/92)    1.669  (m)            5.48   (f) ADJUSTED    1 2
 BC1406
 BC1406.Superseded values are not recommended for survey control.
 BC1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1406.See file dsdata.txt to determine how the superseded data were derived.
 BC1406
 BC1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP509639(NAD 83)
 BC1406_MARKER: DJ = TIDAL STATION DISK
 BC1406_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1406_SP_SET: COPPER-CLAD STEEL ROD
 BC1406_STAMPING: 0198 A
 BC1406_MARK LOGO: NOS   
 BC1406_PROJECTION: FLUSH
 BC1406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1406+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC1406_ROD/PIPE-DEPTH: 12.2 meters
 BC1406
 BC1406  HISTORY     - Date     Condition        Report By
 BC1406  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1406  HISTORY     - 1977     GOOD             FLDNR
 BC1406  HISTORY     - 1987     GOOD             FLDNR
 BC1406  HISTORY     - 19910419 GOOD             NGS
 BC1406  HISTORY     - 20040512 GOOD             FLDEP
 BC1406
 BC1406                          STATION DESCRIPTION
 BC1406
 BC1406'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1406'JACKSONVILLE.
 BC1406'AT JACKSONVILLE, IN THE NORTHEAST PART OF TOWN, AT THE HECKSCHER
 BC1406'DRIVE BRIDGE OVER CLAPBOARD CREEK. THE MARK BEARS 15.5 FEET NORTH
 BC1406'OF THE NORTHWEST BRIDGE ABUTMENT, 50.5 FEET SOUTHWEST OF A LARGE
 BC1406'CONCRETE POWER POLE.
 BC1406
 BC1406                          STATION RECOVERY (1977)
 BC1406
 BC1406'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1406'RECOVERED IN GOOD CONDITION.
 BC1406
 BC1406                          STATION RECOVERY (1987)
 BC1406
 BC1406'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1406'RECOVERED AS DESCRIBED.
 BC1406
 BC1406                          STATION RECOVERY (1991)
 BC1406
 BC1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1406'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC1406'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE,
 BC1406'THENCE 14.7 KM (9.1 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER
 BC1406'DRIVE), 15.5 M (50.9 FT) SOUTHWEST OF A UTILITY POLE, 10.6 M (34.8
 BC1406'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) NORTH OF THE
 BC1406'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE
 BC1406'SPANNING CLAPBOARD CREEK, 1.2 M (3.9 FT) NORTHEAST OF A UTILITY POLE
 BC1406'WITH ONE GUY CABLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 BC1406'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 BC1406'IN A 4-INCH PVC PIPE THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 BC1406'SURFACE.
 BC1406
 BC1406                          STATION RECOVERY (2004)
 BC1406
 BC1406'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1406'RECOVERED IN GOOD CONDITION.
 BC1406' 
 BC1406'THE MARK IS IN JACKSONVILLE, IN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 28
 BC1406'EAST.
 BC1406' 
 BC1406'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1408 ***********************************************************************
 BC1408  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1408  DESIGNATION -  872 0198 B TIDAL
 BC1408  PID         -  BC1408
 BC1408  STATE/COUNTY-  FL/DUVAL
 BC1408  USGS QUAD   -  EASTPORT (1992)
 BC1408
 BC1408                         *CURRENT SURVEY CONTROL
 BC1408  ___________________________________________________________________
 BC1408* NAD 83(1986)-  30 23 43.     (N)    081 30 11.     (W)     SCALED    
 BC1408* NAVD 88     -         1.274  (meters)       4.18   (feet)  ADJUSTED  
 BC1408  ___________________________________________________________________
 BC1408  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC1408  DYNAMIC HT  -           1.273 (meters)       4.18  (feet)  COMP
 BC1408  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 BC1408
 BC1408  VERT ORDER  -  SECOND    CLASS I
 BC1408
 BC1408.The horizontal coordinates were scaled from a topographic map and have
 BC1408.an estimated accuracy of +/- 6 seconds.
 BC1408
 BC1408.The orthometric height was determined by differential leveling
 BC1408.and adjusted by the National Geodetic Survey in June 1991..
 BC1408
 BC1408.This Tidal Bench Mark is designated as VM 5078
 BC1408.by the Center for Operational Oceanographic Products and Services.
 BC1408
 BC1408.The geoid height was determined by GEOID03.
 BC1408
 BC1408.The dynamic height is computed by dividing the NAVD 88
 BC1408.geopotential number by the normal gravity value computed on the
 BC1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1408.degrees latitude (g = 980.6199 gals.).
 BC1408
 BC1408.The modeled gravity was interpolated from observed gravity values.
 BC1408
 BC1408;                    North         East    Units  Estimated Accuracy
 BC1408;SPC FL E     -   671,790.      151,660.      MT  (+/- 180 meters Scaled)
 BC1408
 BC1408                          SUPERSEDED SURVEY CONTROL
 BC1408
 BC1408  NGVD 29 (09/01/92)    1.600  (m)            5.25   (f) ADJUSTED    2 1
 BC1408
 BC1408.Superseded values are not recommended for survey control.
 BC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1408.See file dsdata.txt to determine how the superseded data were derived.
 BC1408
 BC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP516626(NAD 83)
 BC1408_MARKER: DJ = TIDAL STATION DISK
 BC1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1408_SP_SET: CONCRETE POST
 BC1408_STAMPING: 0198 B 1977
 BC1408_MARK LOGO: NOS   
 BC1408_PROJECTION: FLUSH
 BC1408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1408+STABILITY: SURFACE MOTION
 BC1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1408+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC1408
 BC1408  HISTORY     - Date     Condition        Report By
 BC1408  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1408  HISTORY     - 1987     GOOD             FLDNR
 BC1408  HISTORY     - 20040512 GOOD             FLDEP
 BC1408
 BC1408                          STATION DESCRIPTION
 BC1408
 BC1408'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1408'JACKSONVILLE.
 BC1408'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.4 MILES EAST
 BC1408'ALONG RAMOTH DRIVE FROM THE INTERSECTION OF HECKSCHER DRIVE. THE
 BC1408'MARK BEARS 191 FEET SOUTHWEST OF THE CENTERLINE OF RAMOTH DRIVE,
 BC1408'52 FEET NORTHEAST OF THE MEAN HIGH WATER LINE OF THE RIVER, 30
 BC1408'FEET SOUTHEAST OF A METAL FENCE.
 BC1408
 BC1408                          STATION RECOVERY (1987)
 BC1408
 BC1408'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1408'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ADD THAT THE MARK
 BC1408'IS LOCATED SOUTHWEST OF THE INTERSECTION OF RAMOTH DRIVE AND PALM GLEN
 BC1408'DRIVE AND GO SOUTHEAST ON RAMOTH DRIVE NOT EAST.
 BC1408
 BC1408                          STATION RECOVERY (2004)
 BC1408
 BC1408'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1408'RECOVERED IN GOOD CONDITION.
 BC1408' 
 BC1408'THE MARK IS IN JACKSONVILLE, IN SECTION 28, TOWNSHIP 1 SOUTH, RANGE 28
 BC1408'EAST.
 BC1408' 
 BC1408'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2482 ***********************************************************************
 BC2482  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2482  DESIGNATION -  872 0203 A TIDAL
 BC2482  PID         -  BC2482
 BC2482  STATE/COUNTY-  FL/DUVAL
 BC2482  USGS QUAD   -  EASTPORT (1992)
 BC2482
 BC2482                         *CURRENT SURVEY CONTROL
 BC2482  ___________________________________________________________________
 BC2482* NAD 83(1986)-  30 24 49.     (N)    081 32 41.     (W)     SCALED    
 BC2482* NAVD 88     -         1.322  (meters)       4.34   (feet)  POSTED    
 BC2482  ___________________________________________________________________
 BC2482  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BC2482  DYNAMIC HT  -           1.320 (meters)       4.33  (feet)  COMP
 BC2482  MODELED GRAV-     979,368.1   (mgal)                       NAVD 88
 BC2482
 BC2482  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BC2482
 BC2482.The horizontal coordinates were scaled from a topographic map and have
 BC2482.an estimated accuracy of +/- 6 seconds.
 BC2482
 BC2482.The orthometric height was determined by differential leveling
 BC2482.and adjusted by the National Geodetic Survey in 1992..
 BC2482.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BC2482.rate greater than 8.0 mm/km.
 BC2482
 BC2482.This Tidal Bench Mark is designated as VM 5085
 BC2482.by the Center for Operational Oceanographic Products and Services.
 BC2482
 BC2482.The geoid height was determined by GEOID03.
 BC2482
 BC2482.The dynamic height is computed by dividing the NAVD 88
 BC2482.geopotential number by the normal gravity value computed on the
 BC2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2482.degrees latitude (g = 980.6199 gals.).
 BC2482
 BC2482.The modeled gravity was interpolated from observed gravity values.
 BC2482
 BC2482;                    North         East    Units  Estimated Accuracy
 BC2482;SPC FL E     -   673,840.      147,660.      MT  (+/- 180 meters Scaled)
 BC2482
 BC2482                          SUPERSEDED SURVEY CONTROL
 BC2482
 BC2482  NGVD 29 (09/01/92)    1.654  (m)            5.43   (f) ADJUSTED    2 1
 BC2482
 BC2482.Superseded values are not recommended for survey control.
 BC2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2482.See file dsdata.txt to determine how the superseded data were derived.
 BC2482
 BC2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP476647(NAD 83)
 BC2482_MARKER: DJ = TIDAL STATION DISK
 BC2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2482_SP_SET: CONCRETE POST
 BC2482_STAMPING: 0203 A 1982
 BC2482_MARK LOGO: NOS   
 BC2482_PROJECTION: FLUSH
 BC2482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2482+STABILITY: SURFACE MOTION
 BC2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2482+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC2482
 BC2482  HISTORY     - Date     Condition        Report By
 BC2482  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2482  HISTORY     - 1985     GOOD             FLDNR
 BC2482  HISTORY     - 20040512 GOOD             FLDEP
 BC2482
 BC2482                          STATION DESCRIPTION
 BC2482
 BC2482'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2482'IN JACKSONVILLE.
 BC2482'BEGIN AT THE INTERSECTION OF INTERSTATE 95 AND HECKSHER DRIVE, GO 7.1
 BC2482'MILES EAST ON HECKSHER DRIVE TO THE MARK.  THE MARK BEARS 56.1 FEET
 BC2482'SOUTHEAST OF THE CENTERLINE OF HECKSHER DRIVE, 11.1 FEET SOUTHWEST OF
 BC2482'A POWER POLE, 11.3 FEET WEST-SOUTHWEST OF THE NORTH FENCE CORNER OF
 BC2482'JACKSONVILLE CITY PROPERTY, 0.1 MILE EAST OF THE BRIDGE OVER SAN
 BC2482'CARLOS CREEK, AND 1.2 FEET NORTHWEST OF A WITNESS POST.
 BC2482
 BC2482                          STATION RECOVERY (2004)
 BC2482
 BC2482'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2482'THE MARK IS IN JACKSONVILLE, IN SECTION 13, TOWNSHIP 1 SOUTH, RANGE 27
 BC2482'EAST.
 BC2482' 
 BC2482'TO REACH THE MARK FROM THE OVERPASS OF STATE ROAD 9A AND STATE HIGHWAY
 BC2482'105 (HECKSCER  DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO EAST
 BC2482'ON STATE HIGHWAY 105 (HECKSCHER  DRIVE) FOR 1.2 MI TO THE JUNCTION OF
 BC2482'SAFE HARBOR WAY ON THE RIGHT (0.1 MI EAST OF SAN  CARLOS CREEK), TURN
 BC2482'RIGHT ON SAFE HARBOR WAY AND GO SOUTH FOR ABOUT 300.0 FT TO THE  MARK
 BC2482'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 BC2482'THE  GROUND.
 BC2482' 
 BC2482'LOCATED 96.0 FT SOUTH OF THE OLD ROADWAY PAVEMENT FOR HECKSCHER DRIVE,
 BC2482'MEASURED  FROM THE POINT WHERE THE CENTERLINE OF THE OLD ROADWAY IS
 BC2482'CROSSED BY AN 8.0 FT HIGH  CHAIN LINK FENCE ON THE EAST SIDE OF THE
 BC2482'JACKSONVILLE ELECTRIC AUTHORITY PROPERTY, 22.6  FT WEST-SOUTHWEST OF
 BC2482'THE NORTHWEST CORNER OF A 3 STORY METAL BUILDING, 11.4 FT  SOUTHWEST
 BC2482'OF A WOODEN POWERLINE ANCHOR POLE THAT IS 26.5 FT SOUTH OF WOODEN
 BC2482'POWER  POLE NUMBER 4770 AND 2.5 FT NORTH-NORTHWEST OF A CARSONITE
 BC2482'WITNESS POST.
 BC2482' 
 BC2482'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2481 ***********************************************************************
 BC2481  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2481  DESIGNATION -  872 0213 A TIDAL
 BC2481  PID         -  BC2481
 BC2481  STATE/COUNTY-  FL/DUVAL
 BC2481  USGS QUAD   -  TROUT RIVER (1992)
 BC2481
 BC2481                         *CURRENT SURVEY CONTROL
 BC2481  ___________________________________________________________________
 BC2481* NAD 83(1986)-  30 25 07.     (N)    081 43 40.     (W)     SCALED    
 BC2481* NAVD 88     -         1.311  (meters)       4.30   (feet)  POSTED    
 BC2481  ___________________________________________________________________
 BC2481  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC2481  DYNAMIC HT  -           1.310 (meters)       4.30  (feet)  COMP
 BC2481  MODELED GRAV-     979,370.7   (mgal)                       NAVD 88
 BC2481
 BC2481  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BC2481
 BC2481.The horizontal coordinates were scaled from a topographic map and have
 BC2481.an estimated accuracy of +/- 6 seconds.
 BC2481
 BC2481.The orthometric height was determined by differential leveling
 BC2481.and adjusted by the National Geodetic Survey in 1992..
 BC2481.No vertical observational check was made to the station.
 BC2481.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BC2481.was located on a no-check spur therefore a value was not computed.
 BC2481
 BC2481.This Tidal Bench Mark is designated as VM 5088
 BC2481.by the Center for Operational Oceanographic Products and Services.
 BC2481
 BC2481.The geoid height was determined by GEOID03.
 BC2481
 BC2481.The dynamic height is computed by dividing the NAVD 88
 BC2481.geopotential number by the normal gravity value computed on the
 BC2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2481.degrees latitude (g = 980.6199 gals.).
 BC2481
 BC2481.The modeled gravity was interpolated from observed gravity values.
 BC2481
 BC2481;                    North         East    Units  Estimated Accuracy
 BC2481;SPC FL E     -   674,500.      130,080.      MT  (+/- 180 meters Scaled)
 BC2481
 BC2481                          SUPERSEDED SURVEY CONTROL
 BC2481
 BC2481  NGVD 29 (09/01/92)    1.618  (m)            5.31   (f) ADJUSTED    2 1
 BC2481
 BC2481.Superseded values are not recommended for survey control.
 BC2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2481.See file dsdata.txt to determine how the superseded data were derived.
 BC2481
 BC2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP301653(NAD 83)
 BC2481_MARKER: DJ = TIDAL STATION DISK
 BC2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2481_SP_SET: CONCRETE POST
 BC2481_STAMPING: 0213 A 1978
 BC2481_MARK LOGO: NOS   
 BC2481_PROJECTION: FLUSH
 BC2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2481+STABILITY: SURFACE MOTION
 BC2481
 BC2481  HISTORY     - Date     Condition        Report By
 BC2481  HISTORY     - 1978     MONUMENTED       NOS
 BC2481  HISTORY     - 1985     GOOD             FLDNR
 BC2481  HISTORY     - 20030310 MARK NOT FOUND   FLDEP
 BC2481
 BC2481                          STATION DESCRIPTION
 BC2481
 BC2481'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2481'3.55 MI SW FROM GARDEN CITY.
 BC2481'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2481'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2481'TO TROUT RIVER BOULEVARD.  PROCEED 2.0 MILES WEST ALONG TROUT RIVER
 BC2481'BOULEVARD TO 5339 TROUT RIVER BOULEVARD AND THE LOCATION OF THE MARK.
 BC2481'THE MARK BEARS 365 FEET NORTH OF TROUT RIVER BOULEVARD, 59 FEET
 BC2481'SOUTHWESTERLY OF A DOCK, 120 FEET NORTH OF A TIN SHED BEHIND THE
 BC2481'RESIDENCE AT 5339 TROUT RIVER BOULEVARD, AND 65 FEET SOUTH OF THE
 BC2481'APPARENT HIGH WATER LINE OF THE SOUTH SHORELINE OF TROUT RIVER.
 BC2481
 BC2481                          STATION RECOVERY (2003)
 BC2481
 BC2481'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC2481'SEARCHED FOR AND NOT RECOVERED.  THE PROPERTY OWNER REPORTED THAT THE
 BC2481'BENCH MARK HAD BEEN BURIED BY FILL DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2479 ***********************************************************************
 BC2479  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2479  DESIGNATION -  872 0213 B TIDAL
 BC2479  PID         -  BC2479
 BC2479  STATE/COUNTY-  FL/DUVAL
 BC2479  USGS QUAD   -  TROUT RIVER (1992)
 BC2479
 BC2479                         *CURRENT SURVEY CONTROL
 BC2479  ___________________________________________________________________
 BC2479* NAD 83(1986)-  30 24 57.     (N)    081 43 56.     (W)     SCALED    
 BC2479* NAVD 88     -         1.608  (meters)       5.28   (feet)  POSTED    
 BC2479  ___________________________________________________________________
 BC2479  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC2479  DYNAMIC HT  -           1.610 (meters)       5.28  (feet)  COMP
 BC2479  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 BC2479
 BC2479  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 BC2479
 BC2479.The horizontal coordinates were scaled from a topographic map and have
 BC2479.an estimated accuracy of +/- 6 seconds.
 BC2479
 BC2479.The orthometric height was determined by differential leveling
 BC2479.and adjusted by the National Geodetic Survey in June 2006..
 BC2479
 BC2479.This Tidal Bench Mark is designated as VM 5089
 BC2479.by the Center for Operational Oceanographic Products and Services.
 BC2479
 BC2479.The geoid height was determined by GEOID03.
 BC2479
 BC2479.The dynamic height is computed by dividing the NAVD 88
 BC2479.geopotential number by the normal gravity value computed on the
 BC2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2479.degrees latitude (g = 980.6199 gals.).
 BC2479
 BC2479.The modeled gravity was interpolated from observed gravity values.
 BC2479
 BC2479;                    North         East    Units  Estimated Accuracy
 BC2479;SPC FL E     -   674,190.      129,650.      MT  (+/- 180 meters Scaled)
 BC2479
 BC2479                          SUPERSEDED SURVEY CONTROL
 BC2479
 BC2479  NAVD 88 (??/??/92)    1.619  (m)            5.31   (f) UNKNOWN     3 0
 BC2479  NGVD 29 (09/01/92)    1.925  (m)            6.32   (f) ADJUSTED    2 1
 BC2479
 BC2479.Superseded values are not recommended for survey control.
 BC2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2479.See file dsdata.txt to determine how the superseded data were derived.
 BC2479
 BC2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP296650(NAD 83)
 BC2479_MARKER: DJ = TIDAL STATION DISK
 BC2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2479_SP_SET: CONCRETE POST
 BC2479_STAMPING: 0213 B 1978
 BC2479_MARK LOGO: NOS   
 BC2479_PROJECTION: RECESSED 13 CENTIMETERS
 BC2479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2479+STABILITY: SURFACE MOTION
 BC2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2479+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC2479
 BC2479  HISTORY     - Date     Condition        Report By
 BC2479  HISTORY     - 1978     MONUMENTED       NOS
 BC2479  HISTORY     - 1985     GOOD             FLDNR
 BC2479  HISTORY     - 20040605 GOOD             FLDEP
 BC2479
 BC2479                          STATION DESCRIPTION
 BC2479
 BC2479'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2479'3.55 MI SW FROM GARDEN CITY.
 BC2479'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2479'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2479'TO TROUT RIVER BOULEVARD.  PROCEED 2.4 MILES WEST ALONG TROUT RIVER
 BC2479'BOULEVARD TO SIBBALD ROAD AND THE LOCATION OF THE MARK.  THE MARK
 BC2479'BEARS 44 FEET SOUTHWEST OF THE INTERSECTION OF TROUT RIVER BOULEVARD
 BC2479'AND SIBBALD ROAD, 196 FEET WEST OF WAYSIDE CHURCH OF GOD, 76 FEET
 BC2479'SOUTH OF A LARGE CEDAR TREE, 26.6 FEET WEST OF THE CENTERLINE OF
 BC2479'SIBBALD ROAD, 37.5 FEET SOUTH OF THE CENTERLINE OF TROUT RIVER
 BC2479'BOULEVARD, AND 1 FOOT EAST OF A WITNESS POST.
 BC2479
 BC2479                          STATION RECOVERY (2004)
 BC2479
 BC2479'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2479'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2479' 
 BC2479'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2479' 
 BC2479'LOCATED 4.8 FT EAST-SOUTHEAST OF A 1.0 FT BY 12.0 FT CONCRETE
 BC2479'HEADWALL, RECESSED 0.5 FT BELOW THE  LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2480 ***********************************************************************
 BC2480  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2480  DESIGNATION -  872 0213 C TIDAL
 BC2480  PID         -  BC2480
 BC2480  STATE/COUNTY-  FL/DUVAL
 BC2480  USGS QUAD   -  TROUT RIVER (1992)
 BC2480
 BC2480                         *CURRENT SURVEY CONTROL
 BC2480  ___________________________________________________________________
 BC2480* NAD 83(1986)-  30 24 58.     (N)    081 44 03.     (W)     SCALED    
 BC2480* NAVD 88     -         3.394  (meters)      11.14   (feet)  POSTED    
 BC2480  ___________________________________________________________________
 BC2480  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC2480  DYNAMIC HT  -           3.390 (meters)      11.12  (feet)  COMP
 BC2480  MODELED GRAV-     979,370.2   (mgal)                       NAVD 88
 BC2480
 BC2480  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BC2480
 BC2480.The horizontal coordinates were scaled from a topographic map and have
 BC2480.an estimated accuracy of +/- 6 seconds.
 BC2480
 BC2480.The orthometric height was determined by differential leveling
 BC2480.and adjusted by the National Geodetic Survey in 1992..
 BC2480.No vertical observational check was made to the station.
 BC2480.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BC2480.was located on a no-check spur therefore a value was not computed.
 BC2480
 BC2480.This Tidal Bench Mark is designated as VM 5090
 BC2480.by the Center for Operational Oceanographic Products and Services.
 BC2480
 BC2480.The geoid height was determined by GEOID03.
 BC2480
 BC2480.The dynamic height is computed by dividing the NAVD 88
 BC2480.geopotential number by the normal gravity value computed on the
 BC2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2480.degrees latitude (g = 980.6199 gals.).
 BC2480
 BC2480.The modeled gravity was interpolated from observed gravity values.
 BC2480
 BC2480;                    North         East    Units  Estimated Accuracy
 BC2480;SPC FL E     -   674,220.      129,460.      MT  (+/- 180 meters Scaled)
 BC2480
 BC2480                          SUPERSEDED SURVEY CONTROL
 BC2480
 BC2480  NGVD 29 (09/01/92)    3.700  (m)           12.14   (f) ADJUSTED    2 1
 BC2480
 BC2480.Superseded values are not recommended for survey control.
 BC2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2480.See file dsdata.txt to determine how the superseded data were derived.
 BC2480
 BC2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP294651(NAD 83)
 BC2480_MARKER: DJ = TIDAL STATION DISK
 BC2480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2480_SP_SET: BRIDGE ABUTMENT
 BC2480_STAMPING: 0213 C 1978
 BC2480_MARK LOGO: NOS   
 BC2480_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2480+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC2480
 BC2480  HISTORY     - Date     Condition        Report By
 BC2480  HISTORY     - 1978     MONUMENTED       NOS
 BC2480  HISTORY     - 1985     GOOD             FLDNR
 BC2480  HISTORY     - 20040605 GOOD             FLDEP
 BC2480
 BC2480                          STATION DESCRIPTION
 BC2480
 BC2480'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2480'3.55 MI SW FROM GARDEN CITY.
 BC2480'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2480'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2480'TO TROUT RIVER BOULEVARD.  PROCEED 2.5 MILES WEST ALONG TROUT RIVER
 BC2480'BOULEVARD TO THE EAST END OF A HIGHWAY BRIDGE OVER NINE MILE CREEK TO
 BC2480'THE LOCATION OF THE MARK.  THE MARK IS SET IN A 1-FOOT BY 2-FOOT
 BC2480'CONCRETE POST ON THE BRIDGE AND BEARS 20.4 FEET SOUTH OF THE
 BC2480'CENTERLINE OF TROUT RIVER BOULEVARD, 1.3 FEET SOUTH OF THE RAILING AT
 BC2480'THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE, AND 6 FEET WEST OF A
 BC2480'WITNESS POST.
 BC2480'THE MARK IS 25 FT ABOVE TROUT RIVER BOULEVARD.
 BC2480
 BC2480                          STATION RECOVERY (2004)
 BC2480
 BC2480'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2480'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2480' 
 BC2480'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2480' 
 BC2480'LOCATED 2.5 FT ABOVE THE LEVEL OF TROUT RIVER BOULEVARD AND 4.0 FT
 BC2480'WEST OF A CARSONITE WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2478 ***********************************************************************
 BC2478  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2478  DESIGNATION -  872 0213 D TIDAL
 BC2478  PID         -  BC2478
 BC2478  STATE/COUNTY-  FL/DUVAL
 BC2478  USGS QUAD   -  TROUT RIVER (1992)
 BC2478
 BC2478                         *CURRENT SURVEY CONTROL
 BC2478  ___________________________________________________________________
 BC2478* NAD 83(1986)-  30 24 45.     (N)    081 43 54.     (W)     SCALED    
 BC2478* NAVD 88     -         2.680  (meters)       8.79   (feet)  POSTED    
 BC2478  ___________________________________________________________________
 BC2478  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BC2478  DYNAMIC HT  -           2.680 (meters)       8.79  (feet)  COMP
 BC2478  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 BC2478
 BC2478  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BC2478
 BC2478.The horizontal coordinates were scaled from a topographic map and have
 BC2478.an estimated accuracy of +/- 6 seconds.
 BC2478
 BC2478.The orthometric height was determined by differential leveling
 BC2478.and adjusted by the National Geodetic Survey in June 2006..
 BC2478.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BC2478.rate of 1.1 thru 2.0 mm/km.
 BC2478
 BC2478.This Tidal Bench Mark is designated as VM 5091
 BC2478.by the Center for Operational Oceanographic Products and Services.
 BC2478
 BC2478.The geoid height was determined by GEOID03.
 BC2478
 BC2478.The dynamic height is computed by dividing the NAVD 88
 BC2478.geopotential number by the normal gravity value computed on the
 BC2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2478.degrees latitude (g = 980.6199 gals.).
 BC2478
 BC2478.The modeled gravity was interpolated from observed gravity values.
 BC2478
 BC2478;                    North         East    Units  Estimated Accuracy
 BC2478;SPC FL E     -   673,820.      129,700.      MT  (+/- 180 meters Scaled)
 BC2478
 BC2478                          SUPERSEDED SURVEY CONTROL
 BC2478
 BC2478  NAVD 88 (??/??/92)    2.676  (m)            8.78   (f) UNKNOWN     3 0
 BC2478  NGVD 29 (09/01/92)    2.982  (m)            9.78   (f) ADJUSTED    2 1
 BC2478
 BC2478.Superseded values are not recommended for survey control.
 BC2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2478.See file dsdata.txt to determine how the superseded data were derived.
 BC2478
 BC2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP297647(NAD 83)
 BC2478_MARKER: DJ = TIDAL STATION DISK
 BC2478_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2478_SP_SET: CAP
 BC2478_STAMPING: 0213 D 1978
 BC2478_MARK LOGO: NOS   
 BC2478_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2478+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC2478
 BC2478  HISTORY     - Date     Condition        Report By
 BC2478  HISTORY     - 1978     MONUMENTED       NOS
 BC2478  HISTORY     - 1985     GOOD             FLDNR
 BC2478  HISTORY     - 20040605 GOOD             FLDEP
 BC2478
 BC2478                          STATION DESCRIPTION
 BC2478
 BC2478'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2478'3.55 MI SW FROM GARDEN CITY.
 BC2478'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2478'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2478'TO TROUT RIVER BOULEVARD.  PROCEED 2.4 MILES WEST ALONG TROUT RIVER
 BC2478'BOULEVARD TO SIBBALD ROAD.  PROCEED 0.25 MILE SOUTH ALONG SIBBALD
 BC2478'ROAD TO THE LOCATION OF THE MARK.  THE MARK BEARS 40 FEET EAST OF THE
 BC2478'CENTERLINE OF THE SOUTHBOUND LANE OF SIBBALD ROAD, 20 FEET WEST OF
 BC2478'THE CENTERLINE OF THE NORTHBOUND LANE OF SIBBALD ROAD, 96 FEET NORTH
 BC2478'OF THE INTERSECTION OF SIBBALD ROAD AND GILCHRIST ROAD, AND 2.5 FEET
 BC2478'SOUTH OF A WITNESS POST.
 BC2478'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF ROAD.
 BC2478
 BC2478                          STATION RECOVERY (2004)
 BC2478
 BC2478'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2478'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2478' 
 BC2478'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2478' 
 BC2478'LOCATED 20.8 FT WEST OF THE CENTERLINE OF A PAVED SERVICE ROAD THAT IS
 BC2478'PARALLEL WITH AND EAST OF  SIBBALD ROAD, IN FRONT OF THE RESIDENCE AT
 BC2478'9651 SIBBALD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2477 ***********************************************************************
 BC2477  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2477  DESIGNATION -  872 0213 E TIDAL
 BC2477  PID         -  BC2477
 BC2477  STATE/COUNTY-  FL/DUVAL
 BC2477  USGS QUAD   -  TROUT RIVER (1992)
 BC2477
 BC2477                         *CURRENT SURVEY CONTROL
 BC2477  ___________________________________________________________________
 BC2477* NAD 83(1986)-  30 24 23.     (N)    081 44 40.     (W)     SCALED    
 BC2477* NAVD 88     -         6.153  (meters)      20.19   (feet)  POSTED    
 BC2477  ___________________________________________________________________
 BC2477  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BC2477  DYNAMIC HT  -           6.150 (meters)      20.18  (feet)  COMP
 BC2477  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 BC2477
 BC2477  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BC2477
 BC2477.The horizontal coordinates were scaled from a topographic map and have
 BC2477.an estimated accuracy of +/- 6 seconds.
 BC2477
 BC2477.The orthometric height was determined by differential leveling
 BC2477.and adjusted by the National Geodetic Survey in 1992..
 BC2477.No vertical observational check was made to the station.
 BC2477.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BC2477.was located on a no-check spur therefore a value was not computed.
 BC2477
 BC2477.This Tidal Bench Mark is designated as VM 5092
 BC2477.by the Center for Operational Oceanographic Products and Services.
 BC2477
 BC2477.The geoid height was determined by GEOID03.
 BC2477
 BC2477.The dynamic height is computed by dividing the NAVD 88
 BC2477.geopotential number by the normal gravity value computed on the
 BC2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2477.degrees latitude (g = 980.6199 gals.).
 BC2477
 BC2477.The modeled gravity was interpolated from observed gravity values.
 BC2477
 BC2477;                    North         East    Units  Estimated Accuracy
 BC2477;SPC FL E     -   673,150.      128,470.      MT  (+/- 180 meters Scaled)
 BC2477
 BC2477                          SUPERSEDED SURVEY CONTROL
 BC2477
 BC2477  NGVD 29 (09/01/92)    6.460  (m)           21.19   (f) ADJUSTED    2 1
 BC2477
 BC2477.Superseded values are not recommended for survey control.
 BC2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2477.See file dsdata.txt to determine how the superseded data were derived.
 BC2477
 BC2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP284640(NAD 83)
 BC2477_MARKER: DJ = TIDAL STATION DISK
 BC2477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2477_SP_SET: HEADWALL
 BC2477_STAMPING: 0213 E 1978
 BC2477_MARK LOGO: NOS   
 BC2477_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2477+STABILITY: SURFACE MOTION
 BC2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2477+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC2477
 BC2477  HISTORY     - Date     Condition        Report By
 BC2477  HISTORY     - 1978     MONUMENTED       NOS
 BC2477  HISTORY     - 1985     GOOD             FLDNR
 BC2477  HISTORY     - 20040605 GOOD             FLDEP
 BC2477
 BC2477                          STATION DESCRIPTION
 BC2477
 BC2477'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2477'4.5 MI SW FROM GARDEN CITY.
 BC2477'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2477'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2477'TO TROUT RIVER BOULEVARD.  PROCEED 2.4 MILES WEST ALONG TROUT RIVER
 BC2477'BOULEVARD TO SIBBALD ROAD.  PROCEED 0.25 MILE SOUTH ALONG SIBBALD
 BC2477'ROAD TO GILCHRIST ROAD.  PROCEED 0.88 MILE WEST ALONG GILCHRIST ROAD
 BC2477'TO NEW KINGS ROAD (U.S. HIGHWAY 1), GO 0.4 MILE SOUTH ON U.S. 1 TO
 BC2477'THE THONI GAS STATION AND THE LOCATION OF THE MARK.  THE MARK BEARS
 BC2477'61 FEET WEST OF THE MEDIAN OF NEW KINGS ROAD, 58 FEET NORTHWEST OF
 BC2477'THE CENTERLINE OF NORTHWEST DRIVE OF THONIS SERVICE STATION, 30 FEET
 BC2477'NORTHEAST OF A CHAIN LINK FENCE, AND 3 FEET SOUTH OF A WITNESS POST.
 BC2477'THE MARK IS ABOVE LEVEL WITH ROAD.
 BC2477
 BC2477                          STATION RECOVERY (2004)
 BC2477
 BC2477'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2477'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2477' 
 BC2477'THE MARK IS IN SECTION 19, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2477' 
 BC2477'THE THONI GAS STATION IS NOW THE WHITE AND SON SERVICE STATION AT 8232
 BC2477'NEW KINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9127 ***********************************************************************
 DH9127  DESIGNATION -  872 0213 F TIDAL
 DH9127  PID         -  DH9127
 DH9127  STATE/COUNTY-  FL/DUVAL
 DH9127  USGS QUAD   -  TROUT RIVER (1992)
 DH9127
 DH9127                         *CURRENT SURVEY CONTROL
 DH9127  ___________________________________________________________________
 DH9127* NAD 83(1986)-  30 24 58.     (N)    081 44 13.     (W)     SCALED    
 DH9127* NAVD 88     -         4.208  (meters)      13.81   (feet)  POSTED    
 DH9127  ___________________________________________________________________
 DH9127  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DH9127  DYNAMIC HT  -           4.200 (meters)      13.78  (feet)  COMP
 DH9127  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 DH9127
 DH9127  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DH9127
 DH9127.The horizontal coordinates were scaled from a topographic map and have
 DH9127.an estimated accuracy of +/- 6 seconds.
 DH9127
 DH9127.The orthometric height was determined by differential leveling
 DH9127.and adjusted by the National Geodetic Survey in June 2006..
 DH9127.No vertical observational check was made to the station.
 DH9127.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DH9127.was located on a no-check spur therefore a value was not computed.
 DH9127
 DH9127.The geoid height was determined by GEOID03.
 DH9127
 DH9127.The dynamic height is computed by dividing the NAVD 88
 DH9127.geopotential number by the normal gravity value computed on the
 DH9127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9127.degrees latitude (g = 980.6199 gals.).
 DH9127
 DH9127.The modeled gravity was interpolated from observed gravity values.
 DH9127
 DH9127;                    North         East    Units  Estimated Accuracy
 DH9127;SPC FL E     -   674,220.      129,200.      MT  (+/- 180 meters Scaled)
 DH9127
 DH9127                          SUPERSEDED SURVEY CONTROL
 DH9127
 DH9127.No superseded survey control is available for this station.
 DH9127
 DH9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP292651(NAD 83)
 DH9127_MARKER: F = FLANGE-ENCASED ROD
 DH9127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9127_STAMPING: 0213 F 2004
 DH9127_MARK LOGO: NGS   
 DH9127_PROJECTION: FLUSH
 DH9127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9127+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DH9127_ROD/PIPE-DEPTH: 15.8 meters
 DH9127
 DH9127  HISTORY     - Date     Condition        Report By
 DH9127  HISTORY     - 20040121 MONUMENTED       FLDEP
 DH9127
 DH9127                          STATION DESCRIPTION
 DH9127
 DH9127'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9127'THE MARK IS IN JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26
 DH9127'EAST.
 DH9127' 
 DH9127'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 1 AND 23 AND
 DH9127'TROUT RIVER BOULEVARD ON  THEN RTHWEST SIDE OF JACKSONVILLE, GO EAST
 DH9127'ON TROUT RIVER BOULEVARD FOR 0.75 MI TO THE MARK ON  THE RIGHT, A
 DH9127'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 52.0 FT WITH A
 DH9127'5-INCH NGS LOGO CAP  FLUSH WITH THE GROUND, THE DATUM POINT IS
 DH9127'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DH9127' 
 DH9127'LOCATED 417.0 FT WEST OF THE CENTERLINE OF WAGNER ROAD, 179.3 FT
 DH9127'WEST-SOUTHWEST OF A WOODEN  POWER POLE NO. 5900-095028, 47.0 FT SOUTH
 DH9127'OF THE CENTERLINE OF TROUT RIVER BOULEVARD, 2.0 FT NORTH  OF A 6.0 FT
 DH9127'HIGH METAL FENCE AND 1.5 FT NORTHWEST OF A CARSONITE WITNESS POST.
 DH9127' 
 DH9127'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NGS LOGO CAP.
 DH9127'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9126 ***********************************************************************
 DH9126  DESIGNATION -  872 0213 G TIDAL
 DH9126  PID         -  DH9126
 DH9126  STATE/COUNTY-  FL/DUVAL
 DH9126  USGS QUAD   -  TROUT RIVER (1992)
 DH9126
 DH9126                         *CURRENT SURVEY CONTROL
 DH9126  ___________________________________________________________________
 DH9126* NAD 83(1986)-  30 24 53.     (N)    081 43 56.     (W)     SCALED    
 DH9126* NAVD 88     -         2.496  (meters)       8.19   (feet)  POSTED    
 DH9126  ___________________________________________________________________
 DH9126  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DH9126  DYNAMIC HT  -           2.490 (meters)       8.17  (feet)  COMP
 DH9126  MODELED GRAV-     979,370.2   (mgal)                       NAVD 88
 DH9126
 DH9126  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 DH9126
 DH9126.The horizontal coordinates were scaled from a topographic map and have
 DH9126.an estimated accuracy of +/- 6 seconds.
 DH9126
 DH9126.The orthometric height was determined by differential leveling
 DH9126.and adjusted by the National Geodetic Survey in June 2006..
 DH9126
 DH9126.The geoid height was determined by GEOID03.
 DH9126
 DH9126.The dynamic height is computed by dividing the NAVD 88
 DH9126.geopotential number by the normal gravity value computed on the
 DH9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9126.degrees latitude (g = 980.6199 gals.).
 DH9126
 DH9126.The modeled gravity was interpolated from observed gravity values.
 DH9126
 DH9126;                    North         East    Units  Estimated Accuracy
 DH9126;SPC FL E     -   674,070.      129,650.      MT  (+/- 180 meters Scaled)
 DH9126
 DH9126                          SUPERSEDED SURVEY CONTROL
 DH9126
 DH9126.No superseded survey control is available for this station.
 DH9126
 DH9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP296649(NAD 83)
 DH9126_MARKER: DD = SURVEY DISK
 DH9126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9126_STAMPING: 0213 G 2004
 DH9126_MARK LOGO: FLDEP 
 DH9126_PROJECTION: FLUSH
 DH9126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9126+STABILITY: SURFACE MOTION
 DH9126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9126+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DH9126
 DH9126  HISTORY     - Date     Condition        Report By
 DH9126  HISTORY     - 20040121 MONUMENTED       FLDEP
 DH9126
 DH9126                          STATION DESCRIPTION
 DH9126
 DH9126'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9126'THE MARK IS IN JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26
 DH9126'EAST.
 DH9126' 
 DH9126'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 1 AND 23 AND
 DH9126'TROUT RIVER BOULEVARD ON  THE NORHWEST SIDE OF JACKSONVILLE, GO EAST
 DH9126'ON TROUT RIVER BOULEVARD FOR 1.0 MI TO THE  INTERSECTION OF SIBBALD
 DH9126'ROAD, TURN RIGHT ON SIBBALD ROAD AND GO SOUTH FOR 500.0 FT TO THE MARK
 DH9126'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DH9126'THE GROUND.
 DH9126' 
 DH9126'LOCATED 47.0 FT NORTH OF THE WESTERLY PROJECTION OF THE CENTERLINE OF
 DH9126'FOXBORO ROAD, 33.0 FT  WEST OF THE CENTERLINE OF SIBBALD ROAD, 7.0 FT
 DH9126'NORTH OF A WOODEN POWER LINE ANCHOR POLE NO.  9760-045503, 2.0 FT EAST
 DH9126'OF A 4.0 FT HIGH CHAINLINK FENCE AND 1.0 FT EAST OF A CARSONITE
 DH9126'WITNESS POST.
 DH9126' 
 DH9126'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1557 ***********************************************************************
 BC1557  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1557  DESIGNATION -  872 0215 D TIDAL
 BC1557  PID         -  BC1557
 BC1557  STATE/COUNTY-  FL/DUVAL
 BC1557  USGS QUAD   -  TROUT RIVER (1992)
 BC1557
 BC1557                         *CURRENT SURVEY CONTROL
 BC1557  ___________________________________________________________________
 BC1557* NAD 83(1986)-  30 24 06.     (N)    081 37 58.     (W)     SCALED    
 BC1557* NAVD 88     -         2.030  (meters)       6.66   (feet)  ADJUSTED  
 BC1557  ___________________________________________________________________
 BC1557  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1557  DYNAMIC HT  -           2.028 (meters)       6.65  (feet)  COMP
 BC1557  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 BC1557
 BC1557  VERT ORDER  -  SECOND    CLASS I
 BC1557
 BC1557.The horizontal coordinates were scaled from a topographic map and have
 BC1557.an estimated accuracy of +/- 6 seconds.
 BC1557
 BC1557.The orthometric height was determined by differential leveling
 BC1557.and adjusted by the National Geodetic Survey in June 1991..
 BC1557
 BC1557.This Tidal Bench Mark is designated as VM 5096
 BC1557.by the Center for Operational Oceanographic Products and Services.
 BC1557
 BC1557.The geoid height was determined by GEOID03.
 BC1557
 BC1557.The dynamic height is computed by dividing the NAVD 88
 BC1557.geopotential number by the normal gravity value computed on the
 BC1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1557.degrees latitude (g = 980.6199 gals.).
 BC1557
 BC1557.The modeled gravity was interpolated from observed gravity values.
 BC1557
 BC1557;                    North         East    Units  Estimated Accuracy
 BC1557;SPC FL E     -   672,560.      139,200.      MT  (+/- 180 meters Scaled)
 BC1557
 BC1557                          SUPERSEDED SURVEY CONTROL
 BC1557
 BC1557  NGVD 29 (09/01/92)    2.353  (m)            7.72   (f) ADJUSTED    2 1
 BC1557
 BC1557.Superseded values are not recommended for survey control.
 BC1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1557.See file dsdata.txt to determine how the superseded data were derived.
 BC1557
 BC1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP392634(NAD 83)
 BC1557_MARKER: DJ = TIDAL STATION DISK
 BC1557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1557_SP_SET: FOUNDATION
 BC1557_STAMPING: 0215 D 1977
 BC1557_MARK LOGO: NOS   
 BC1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1557+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BC1557
 BC1557  HISTORY     - Date     Condition        Report By
 BC1557  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1557  HISTORY     - 20040624 GOOD             FLDEP
 BC1557
 BC1557                          STATION DESCRIPTION
 BC1557
 BC1557'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1557'JACKSONVILLE.
 BC1557'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.7 MILES ALONG
 BC1557'STATE ROAD 105 (HECKSCHER DRIVE) FROM THE INTERSECTION OF US
 BC1557'HIGHWAY 17 (MAIN STREET), THENCE 0.7 MILES SOUTHEAST ALONG SOMMERS
 BC1557'ROAD. THE MARK BEARS 13.9 FEET SOUTH OF THE CENTERLINE OF SOMMERS
 BC1557'ROAD, 23.5 FEET EAST OF THE SOUTHWEST CORNER OF THE ENTRANCE GATE
 BC1557'TO THE US NAVY FUEL DEPOT, 47 FEET NORTHWEST OF THE FRONT DOOR
 BC1557'OF THE ADMINISTRATION BUILDING. THE MARK IS SET IN A CONCRETE
 BC1557'SLAB SUPPORTING THE GUARD HOUSE.
 BC1557
 BC1557                          STATION RECOVERY (2004)
 BC1557
 BC1557'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1557'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1557' 
 BC1557'THE MARK IS IN JACKSONVILLE ON THE PROPERTY OF THE U.S. NAVY FUEL
 BC1557'DEPOT, IN SECTION 44, TOWNSHIP 1  SOUTH, RANGE 27 EAST.
 BC1557' 
 BC1557'NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE
 BC1557'OBTAINED AT THE ENTRANCE GATE  PRIOR TO ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0274 ***********************************************************************
 BC0274  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0274  DESIGNATION -  872 0215 TIDAL 2
 BC0274  PID         -  BC0274
 BC0274  STATE/COUNTY-  FL/DUVAL
 BC0274  USGS QUAD   -  TROUT RIVER (1992)
 BC0274
 BC0274                         *CURRENT SURVEY CONTROL
 BC0274  ___________________________________________________________________
 BC0274* NAD 83(1986)-  30 24 03.     (N)    081 37 35.     (W)     SCALED    
 BC0274* NAVD 88     -         1.253  (meters)       4.11   (feet)  ADJUSTED  
 BC0274  ___________________________________________________________________
 BC0274  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC0274  DYNAMIC HT  -           1.252 (meters)       4.11  (feet)  COMP
 BC0274  MODELED GRAV-     979,369.8   (mgal)                       NAVD 88
 BC0274
 BC0274  VERT ORDER  -  SECOND    CLASS I
 BC0274
 BC0274.The horizontal coordinates were scaled from a topographic map and have
 BC0274.an estimated accuracy of +/- 6 seconds.
 BC0274
 BC0274.The orthometric height was determined by differential leveling
 BC0274.and adjusted by the National Geodetic Survey in June 2006..
 BC0274
 BC0274.This Tidal Bench Mark is designated as VM 5094
 BC0274.by the Center for Operational Oceanographic Products and Services.
 BC0274
 BC0274.The geoid height was determined by GEOID03.
 BC0274
 BC0274.The dynamic height is computed by dividing the NAVD 88
 BC0274.geopotential number by the normal gravity value computed on the
 BC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0274.degrees latitude (g = 980.6199 gals.).
 BC0274
 BC0274.The modeled gravity was interpolated from observed gravity values.
 BC0274
 BC0274;                    North         East    Units  Estimated Accuracy
 BC0274;SPC FL E     -   672,470.      139,810.      MT  (+/- 180 meters Scaled)
 BC0274
 BC0274                          SUPERSEDED SURVEY CONTROL
 BC0274
 BC0274  NAVD 88 (06/15/91)    1.260  (m)            4.13   (f) UNKNOWN     1 2
 BC0274  NGVD 29 (09/01/92)    1.582  (m)            5.19   (f) ADJUSTED    1 2
 BC0274
 BC0274.Superseded values are not recommended for survey control.
 BC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0274.See file dsdata.txt to determine how the superseded data were derived.
 BC0274
 BC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP398633(NAD 83)
 BC0274_MARKER: DJ = TIDAL STATION DISK
 BC0274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0274_SP_SET: CULVERT HEADWALL
 BC0274_STAMPING: NO 2 1958
 BC0274_MARK LOGO: CGS   
 BC0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0274+STABILITY: SURFACE MOTION
 BC0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0274+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BC0274
 BC0274  HISTORY     - Date     Condition        Report By
 BC0274  HISTORY     - 1958     MONUMENTED       CGS
 BC0274  HISTORY     - 1970     GOOD             NGS
 BC0274  HISTORY     - 1977     GOOD             FLDNR
 BC0274  HISTORY     - 20040624 GOOD             FLDEP
 BC0274
 BC0274                          STATION DESCRIPTION
 BC0274
 BC0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0274'9.4 MI NE FROM JACKSONVILLE.
 BC0274'ABOUT 7.5 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0274'THE STATION AT JACKSONVILLE, THENCE 0.7 MILE EAST ALONG STATE
 BC0274'HIGHWAY 105, THENCE 1.2 MILES SOUTHEAST ALONG SOMERS ROAD, AT
 BC0274'THE U.S. NAVAL FUEL DEPOT, ON THE TOP OF THE EAST END OF THE
 BC0274'NORTH CONCRETE HEAD WALL FOR A 12-INCH PIPE CULVERT UNDER
 BC0274'A BLACK TOPPED STREET, 73 FEET NORTH OF AND ACROSS STREET FROM
 BC0274'BM OIL 3 (USE) DESCRIBED, ABOUT 55 YARDS NORTHEAST OF THE
 BC0274'NORTH END OF PIER NO. 1, 24 FEET NORTH OF THE CENTER LINE
 BC0274'OF AN EAST-WEST STREET, 23 FEET EAST OF THE CENTER LINE OF A
 BC0274'STREET LEADING NORTH, ACROSS THE STREET FROM BLDG 30 AND LEVEL
 BC0274'WITH THE STREET.  ST. JOHNS RIVER.
 BC0274
 BC0274                          STATION RECOVERY (1977)
 BC0274
 BC0274'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0274'RECOVERED IN GOOD CONDITION.
 BC0274
 BC0274                          STATION RECOVERY (2004)
 BC0274
 BC0274'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0274'THE MARK IS IN JACKSONVILLE, IN SECTION 55, TOWNSHIP 1 SOUTH, RANGE 27
 BC0274'EAST.
 BC0274' 
 BC0274'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN
 BC0274'STREET) AND HECKSCHER  DRIVE (STATE ROAD 105) ONTHE NORTH SIDE OF
 BC0274'JACKSONVILLE, GO EAST ON HECKSCHER DRIVE FOR 0.6 MI TO  THE JUNCTION
 BC0274'OF SOMMERS ROAD ON THE RIGHT, TURN RIGHT ON SOMMERS ROAD AND GO SOUTH
 BC0274'AND EAST  FOR 0.6 MI TO THE ENTRANCE TO THE U.S. NAVY FUEL DEPOT,
 BC0274'CONTINUE EAST ON SOMMERS ROAD FOR 0.5 MI  TO THE JUNCTION OF FOURTH
 BC0274'STREET ON THE RIGHT, TURN RIGHT ON FOURTH STREET AND GO SOUTH FOR  0.2
 BC0274'MI TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE EAST END OF
 BC0274'THE NORTH CONCRETE  HEADWALL OF A CULVERT UNDER A-ROAD, ABOUT LEVEL
 BC0274'WITH FOURTH STREET.
 BC0274' 
 BC0274'LOCATED 73.0 FT NORTH OF SURVEY MARK OIL 3, 28.5 FT NORTH-NORTHEAST OF
 BC0274'THE CENTERLINE OF A-ROAD,  23.4 FT EAST OF THE CENTERLINE OF FOURTH
 BC0274'STREET AND 1.0 FT WEST OF A CARSONITE WITNESS POST.
 BC0274' 
 BC0274'NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE
 BC0274'OBTAINED AT THE ENTRANCE GATE  PROIR TO ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0275 ***********************************************************************
 BC0275  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0275  DESIGNATION -  872 0215 TIDAL 3
 BC0275  PID         -  BC0275
 BC0275  STATE/COUNTY-  FL/DUVAL
 BC0275  USGS QUAD   -  TROUT RIVER (1992)
 BC0275
 BC0275                         *CURRENT SURVEY CONTROL
 BC0275  ___________________________________________________________________
 BC0275* NAD 83(1986)-  30 24 03.     (N)    081 37 30.     (W)     SCALED    
 BC0275* NAVD 88     -         1.458  (meters)       4.78   (feet)  ADJUSTED  
 BC0275  ___________________________________________________________________
 BC0275  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC0275  DYNAMIC HT  -           1.456 (meters)       4.78  (feet)  COMP
 BC0275  MODELED GRAV-     979,369.8   (mgal)                       NAVD 88
 BC0275
 BC0275  VERT ORDER  -  FIRST     CLASS II
 BC0275
 BC0275.The horizontal coordinates were scaled from a topographic map and have
 BC0275.an estimated accuracy of +/- 6 seconds.
 BC0275
 BC0275.The orthometric height was determined by differential leveling
 BC0275.and adjusted by the National Geodetic Survey in June 1991..
 BC0275
 BC0275.This Tidal Bench Mark is designated as VM 5095
 BC0275.by the Center for Operational Oceanographic Products and Services.
 BC0275
 BC0275.The geoid height was determined by GEOID03.
 BC0275
 BC0275.The dynamic height is computed by dividing the NAVD 88
 BC0275.geopotential number by the normal gravity value computed on the
 BC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0275.degrees latitude (g = 980.6199 gals.).
 BC0275
 BC0275.The modeled gravity was interpolated from observed gravity values.
 BC0275
 BC0275;                    North         East    Units  Estimated Accuracy
 BC0275;SPC FL E     -   672,470.      139,940.      MT  (+/- 180 meters Scaled)
 BC0275
 BC0275                          SUPERSEDED SURVEY CONTROL
 BC0275
 BC0275  NGVD 29 (09/01/92)    1.780  (m)            5.84   (f) ADJUSTED    1 2
 BC0275
 BC0275.Superseded values are not recommended for survey control.
 BC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0275.See file dsdata.txt to determine how the superseded data were derived.
 BC0275
 BC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP399633(NAD 83)
 BC0275_MARKER: DJ = TIDAL STATION DISK
 BC0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0275_SP_SET: CONCRETE BASE
 BC0275_STAMPING: NO 3 1958
 BC0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0275
 BC0275  HISTORY     - Date     Condition        Report By
 BC0275  HISTORY     - 1958     MONUMENTED       CGS
 BC0275  HISTORY     - 1970     GOOD             NGS
 BC0275  HISTORY     - 1977     GOOD             FLDNR
 BC0275  HISTORY     - 20040624 MARK NOT FOUND   FLDEP
 BC0275
 BC0275                          STATION DESCRIPTION
 BC0275
 BC0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0275'9.4 MI NE FROM JACKSONVILLE.
 BC0275'ABOUT 7.5 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0275'THE STATION AT JACKSONVILLE, THENCE 0.7 MILE EAST ALONG
 BC0275'STATE HIGHWAY 105, THENCE 1.2 MILES SOUTHEAST ALONG SOMERS
 BC0275'ROAD, AT THE U.S. NAVY FUEL DEPOT, 236 FEET EAST OF TIDAL 2
 BC0275'DESCRIBED, 20 FEET NORTH OF THE CENTER LINE OF A BLACK
 BC0275'TOPPED STREET, 0.9 FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF
 BC0275'BUILDING 98, IN LINE WITH PIER NO. 2, 48 FET NORTH OF THE
 BC0275'CENTER OF A LARGE STEEL GATE FOR ENTRANCE TO PIER 2, SET ON
 BC0275'THE TOP OF THE WEST END OF THE CONCRETE BASE OF FOUNDATION
 BC0275'OF BLDG 92 AND 2 INCHES ABOVE THE LEVEL OF THE GROUND.  ST.
 BC0275'JOHNS RIVER.
 BC0275
 BC0275                          STATION RECOVERY (1977)
 BC0275
 BC0275'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0275'RECOVERED IN GOOD CONDITION.
 BC0275
 BC0275                          STATION RECOVERY (2004)
 BC0275
 BC0275'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0275'THE MARK WAS SEARCHED FOR AND NOT RECOVERED, BUILDING 92 HAS BEEN
 BC0275'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1505 ***********************************************************************
 BC1505  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1505  DESIGNATION -  872 0216 A TIDAL
 BC1505  PID         -  BC1505
 BC1505  STATE/COUNTY-  FL/DUVAL
 BC1505  USGS QUAD   -  TROUT RIVER (1992)
 BC1505
 BC1505                         *CURRENT SURVEY CONTROL
 BC1505  ___________________________________________________________________
 BC1505* NAD 83(1986)-  30 23 55.     (N)    081 41 55.     (W)     SCALED    
 BC1505* NAVD 88     -         0.639  (meters)       2.10   (feet)  ADJUSTED  
 BC1505  ___________________________________________________________________
 BC1505  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC1505  DYNAMIC HT  -           0.638 (meters)       2.09  (feet)  COMP
 BC1505  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 BC1505
 BC1505  VERT ORDER  -  SECOND    CLASS I
 BC1505
 BC1505.The horizontal coordinates were scaled from a topographic map and have
 BC1505.an estimated accuracy of +/- 6 seconds.
 BC1505
 BC1505.The orthometric height was determined by differential leveling
 BC1505.and adjusted by the National Geodetic Survey in June 1991..
 BC1505
 BC1505.This Tidal Bench Mark is designated as VM 5104
 BC1505.by the Center for Operational Oceanographic Products and Services.
 BC1505
 BC1505.The geoid height was determined by GEOID03.
 BC1505
 BC1505.The dynamic height is computed by dividing the NAVD 88
 BC1505.geopotential number by the normal gravity value computed on the
 BC1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1505.degrees latitude (g = 980.6199 gals.).
 BC1505
 BC1505.The modeled gravity was interpolated from observed gravity values.
 BC1505
 BC1505;                    North         East    Units  Estimated Accuracy
 BC1505;SPC FL E     -   672,260.      132,870.      MT  (+/- 180 meters Scaled)
 BC1505
 BC1505                          SUPERSEDED SURVEY CONTROL
 BC1505
 BC1505  NGVD 29 (09/01/92)    0.963  (m)            3.16   (f) ADJUSTED    2 1
 BC1505
 BC1505.Superseded values are not recommended for survey control.
 BC1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1505.See file dsdata.txt to determine how the superseded data were derived.
 BC1505
 BC1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328631(NAD 83)
 BC1505_MARKER: DJ = TIDAL STATION DISK
 BC1505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1505_SP_SET: SEAWALL
 BC1505_STAMPING: 0216 A 1978
 BC1505_MARK LOGO: NOS   
 BC1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1505+STABILITY: SURFACE MOTION
 BC1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1505+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1505
 BC1505  HISTORY     - Date     Condition        Report By
 BC1505  HISTORY     - 1978     MONUMENTED       NOS
 BC1505  HISTORY     - 1978     GOOD             FLDNR
 BC1505  HISTORY     - 1978     GOOD             FLDNR
 BC1505  HISTORY     - 20040616 POOR             FLDEP
 BC1505
 BC1505                          STATION DESCRIPTION
 BC1505
 BC1505'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1505'4.3 MI SOUTH FROM GARDEN CITY.
 BC1505'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1505'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1505'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1505'RIBAULT SCENIC DRIVE TO 2600 RIBAULT RIVER DRIVE AND THE LOCATION
 BC1505'OF THE MARK. MARK BEARS 19 FEET WEST OF A BOAR LAUNCH, 8 FEET
 BC1505'NORTHWEST OF A LORGE PINE TREE, 94 FEET NORTHWEST OF A CONCRETE
 BC1505'CARPORT, 68 FEET EAST OF A CONCRETE DOCK.
 BC1505
 BC1505                          STATION RECOVERY (1978)
 BC1505
 BC1505'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1505'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1505'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1505'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1505'RIBAULT SCENIC DRIVE TO 2600 RIBAULT RIVER DRIVE AND THE LOCATION
 BC1505'OF THE MARK. MARK BEARS 19 FEET WEST OF A BOAR LAUNCH, 8 FEET
 BC1505'NORTHWEST OF A LORGE PINE TREE, 94 FEET NORTHWEST OF A CONCRETE
 BC1505'CARPORT, 68 FEET EAST OF A CONCRETE DOCK.
 BC1505
 BC1505                          STATION RECOVERY (2004)
 BC1505
 BC1505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1505'THE MARK WAS RECOVERED IN POOR CONDITION AND IS NOT STABLE THE SEAWALL
 BC1505'IS SLOWLY COLLAPSING  INTO THE RIBAULT RIVER.
 BC1505' 
 BC1505'THE MARK IS 3.0 MI SOUTH OF GARDEN CITY, IN SECTION 39, TOWNSHIP 1
 BC1505'SOUTH, RANGE 26 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1504 ***********************************************************************
 BC1504  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1504  DESIGNATION -  872 0216 B TIDAL
 BC1504  PID         -  BC1504
 BC1504  STATE/COUNTY-  FL/DUVAL
 BC1504  USGS QUAD   -  TROUT RIVER (1992)
 BC1504
 BC1504                         *CURRENT SURVEY CONTROL
 BC1504  ___________________________________________________________________
 BC1504* NAD 83(1986)-  30 23 51.     (N)    081 41 56.     (W)     SCALED    
 BC1504* NAVD 88     -         1.445  (meters)       4.74   (feet)  ADJUSTED  
 BC1504  ___________________________________________________________________
 BC1504  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC1504  DYNAMIC HT  -           1.443 (meters)       4.73  (feet)  COMP
 BC1504  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 BC1504
 BC1504  VERT ORDER  -  SECOND    CLASS I
 BC1504
 BC1504.The horizontal coordinates were scaled from a topographic map and have
 BC1504.an estimated accuracy of +/- 6 seconds.
 BC1504
 BC1504.The orthometric height was determined by differential leveling
 BC1504.and adjusted by the National Geodetic Survey in June 1991..
 BC1504
 BC1504.This Tidal Bench Mark is designated as VM 5105
 BC1504.by the Center for Operational Oceanographic Products and Services.
 BC1504
 BC1504.The geoid height was determined by GEOID03.
 BC1504
 BC1504.The dynamic height is computed by dividing the NAVD 88
 BC1504.geopotential number by the normal gravity value computed on the
 BC1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1504.degrees latitude (g = 980.6199 gals.).
 BC1504
 BC1504.The modeled gravity was interpolated from observed gravity values.
 BC1504
 BC1504;                    North         East    Units  Estimated Accuracy
 BC1504;SPC FL E     -   672,140.      132,840.      MT  (+/- 180 meters Scaled)
 BC1504
 BC1504                          SUPERSEDED SURVEY CONTROL
 BC1504
 BC1504  NGVD 29 (09/01/92)    1.769  (m)            5.80   (f) ADJUSTED    2 1
 BC1504
 BC1504.Superseded values are not recommended for survey control.
 BC1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1504.See file dsdata.txt to determine how the superseded data were derived.
 BC1504
 BC1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328630(NAD 83)
 BC1504_MARKER: DJ = TIDAL STATION DISK
 BC1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1504_SP_SET: CONCRETE BRIDGE ABUTMENT
 BC1504_STAMPING: 0216 B 1978
 BC1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1504
 BC1504  HISTORY     - Date     Condition        Report By
 BC1504  HISTORY     - 1978     MONUMENTED       NOS
 BC1504  HISTORY     - 1978     GOOD             FLDNR
 BC1504  HISTORY     - 1978     GOOD             FLDNR
 BC1504  HISTORY     - 20040616 MARK NOT FOUND   FLDEP
 BC1504
 BC1504                          STATION DESCRIPTION
 BC1504
 BC1504'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1504'4.3 MI SOUTH FROM GARDEN CITY.
 BC1504'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1504'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1504'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.1 MILES NORTHWESTERLY
 BC1504'ALONG RIBAULT SCENIC DRIVE TO THE EAST END OF A HIGHWAY BRIDGE
 BC1504'AND THE LOCATION OF THE MARK. MARK IS LOCATED IN THE SOUTHEASTERLY
 BC1504'CORNER OF A HIGHWAY BRIDGE. MARK BEARS 13.4 FEET SOUTH OF THE CENTER
 BC1504'LINE OF RIBAULT SCENIC DRIVE, 360 FEET WEST OF THE ENTRANCE TO
 BC1504'RESTLAWN CEMETERY.
 BC1504
 BC1504                          STATION RECOVERY (1978)
 BC1504
 BC1504'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1504'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1504'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1504'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.1 MILES NORTHWESTERLY
 BC1504'ALONG RIBAULT SCENIC DRIVE TO THE EAST END OF A HIGHWAY BRIDGE
 BC1504'AND THE LOCATION OF THE MARK. MARK IS LOCATED IN THE SOUTHEASTERLY
 BC1504'CORNER OF A HIGHWAY BRIDGE. MARK BEARS 13.4 FEET SOUTH OF THE CENTER
 BC1504'LINE OF RIBAULT SCENIC DRIVE, 360 FEET WEST OF THE ENTRANCE TO
 BC1504'RESTLAWN CEMETERY.
 BC1504
 BC1504                          STATION RECOVERY (2004)
 BC1504
 BC1504'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1504'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
 BC1504' 
 BC1504'THE BRIDGE WAS REPLACED IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1503 ***********************************************************************
 BC1503  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1503  DESIGNATION -  872 0216 C TIDAL
 BC1503  PID         -  BC1503
 BC1503  STATE/COUNTY-  FL/DUVAL
 BC1503  USGS QUAD   -  TROUT RIVER (1992)
 BC1503
 BC1503                         *CURRENT SURVEY CONTROL
 BC1503  ___________________________________________________________________
 BC1503* NAD 83(1986)-  30 23 54.     (N)    081 41 52.     (W)     SCALED    
 BC1503* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 BC1503  ___________________________________________________________________
 BC1503  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC1503  DYNAMIC HT  -           1.654 (meters)       5.43  (feet)  COMP
 BC1503  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 BC1503
 BC1503  VERT ORDER  -  SECOND    CLASS I
 BC1503
 BC1503.The horizontal coordinates were scaled from a topographic map and have
 BC1503.an estimated accuracy of +/- 6 seconds.
 BC1503
 BC1503.The orthometric height was determined by differential leveling
 BC1503.and adjusted by the National Geodetic Survey in June 1991..
 BC1503
 BC1503.This Tidal Bench Mark is designated as VM 5106
 BC1503.by the Center for Operational Oceanographic Products and Services.
 BC1503
 BC1503.The geoid height was determined by GEOID03.
 BC1503
 BC1503.The dynamic height is computed by dividing the NAVD 88
 BC1503.geopotential number by the normal gravity value computed on the
 BC1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1503.degrees latitude (g = 980.6199 gals.).
 BC1503
 BC1503.The modeled gravity was interpolated from observed gravity values.
 BC1503
 BC1503;                    North         East    Units  Estimated Accuracy
 BC1503;SPC FL E     -   672,230.      132,950.      MT  (+/- 180 meters Scaled)
 BC1503
 BC1503                          SUPERSEDED SURVEY CONTROL
 BC1503
 BC1503  NGVD 29 (09/01/92)    1.981  (m)            6.50   (f) ADJUSTED    2 1
 BC1503
 BC1503.Superseded values are not recommended for survey control.
 BC1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1503.See file dsdata.txt to determine how the superseded data were derived.
 BC1503
 BC1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP329631(NAD 83)
 BC1503_MARKER: DJ = TIDAL STATION DISK
 BC1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1503_SP_SET: CONCRETE POST
 BC1503_STAMPING: 0216 C 1978
 BC1503_MARK LOGO: NOS   
 BC1503_PROJECTION: FLUSH
 BC1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1503+STABILITY: SURFACE MOTION
 BC1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1503+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1503
 BC1503  HISTORY     - Date     Condition        Report By
 BC1503  HISTORY     - 1978     MONUMENTED       NOS
 BC1503  HISTORY     - 1978     GOOD             FLDNR
 BC1503  HISTORY     - 1978     GOOD             FLDNR
 BC1503  HISTORY     - 20040616 GOOD             FLDEP
 BC1503
 BC1503                          STATION DESCRIPTION
 BC1503
 BC1503'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1503'4.3 MI SOUTH FROM GARDEN CITY.
 BC1503'BEGIN AT THE INTERSECTIONOF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1503'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1503'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1503'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 2 FEET
 BC1503'NORTH OF A CONCRETE BLOCK WALL, 67 FEET SOUTHEASTERLY OF THE SOUTHEAST
 BC1503'CORNER OF THE HOUSE AT 2603 RIBAULT SCENIC DRIVE, 33 FEET NORTH
 BC1503'OF THE CENTER LINE OF RIBAULT SCENIC DRIVE.
 BC1503
 BC1503                          STATION RECOVERY (1978)
 BC1503
 BC1503'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1503'BEGIN AT THE INTERSECTIONOF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1503'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1503'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1503'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 2 FEET
 BC1503'NORTH OF A CONCRETE BLOCK WALL, 67 FEET SOUTHEASTERLY OF THE SOUTHEAST
 BC1503'CORNER OF THE HOUSE AT 2603 RIBAULT SCENIC DRIVE, 33 FEET NORTH
 BC1503'OF THE CENTER LINE OF RIBAULT SCENIC DRIVE.
 BC1503
 BC1503                          STATION RECOVERY (2004)
 BC1503
 BC1503'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1503'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1503' 
 BC1503'THE MARK IS IN JACKSONVILLE, IN SECTION 39, TOWNSHIP 1 SOUTH, RANGE 26
 BC1503'EAST.
 BC1503' 
 BC1503'LOCATED 7.6 FT SOUTH OF WOODEN POWER POLE NO. 2590.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1502 ***********************************************************************
 BC1502  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1502  DESIGNATION -  872 0216 D TIDAL
 BC1502  PID         -  BC1502
 BC1502  STATE/COUNTY-  FL/DUVAL
 BC1502  USGS QUAD   -  TROUT RIVER (1992)
 BC1502
 BC1502                         *CURRENT SURVEY CONTROL
 BC1502  ___________________________________________________________________
 BC1502* NAD 83(1986)-  30 23 51.     (N)    081 41 55.     (W)     SCALED    
 BC1502* NAVD 88     -         2.116  (meters)       6.94   (feet)  ADJUSTED  
 BC1502  ___________________________________________________________________
 BC1502  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC1502  DYNAMIC HT  -           2.114 (meters)       6.94  (feet)  COMP
 BC1502  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 BC1502
 BC1502  VERT ORDER  -  SECOND    CLASS I
 BC1502
 BC1502.The horizontal coordinates were scaled from a topographic map and have
 BC1502.an estimated accuracy of +/- 6 seconds.
 BC1502
 BC1502.The orthometric height was determined by differential leveling
 BC1502.and adjusted by the National Geodetic Survey in September 2006..
 BC1502
 BC1502.This Tidal Bench Mark is designated as VM 5107
 BC1502.by the Center for Operational Oceanographic Products and Services.
 BC1502
 BC1502.The geoid height was determined by GEOID03.
 BC1502
 BC1502.The dynamic height is computed by dividing the NAVD 88
 BC1502.geopotential number by the normal gravity value computed on the
 BC1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1502.degrees latitude (g = 980.6199 gals.).
 BC1502
 BC1502.The modeled gravity was interpolated from observed gravity values.
 BC1502
 BC1502;                    North         East    Units  Estimated Accuracy
 BC1502;SPC FL E     -   672,140.      132,870.      MT  (+/- 180 meters Scaled)
 BC1502
 BC1502                          SUPERSEDED SURVEY CONTROL
 BC1502
 BC1502  NAVD 88 (06/15/91)    2.122  (m)            6.96   (f) UNKNOWN     2 1
 BC1502  NGVD 29 (09/01/92)    2.446  (m)            8.02   (f) ADJUSTED    2 1
 BC1502
 BC1502.Superseded values are not recommended for survey control.
 BC1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1502.See file dsdata.txt to determine how the superseded data were derived.
 BC1502
 BC1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328630(NAD 83)
 BC1502_MARKER: DJ = TIDAL STATION DISK
 BC1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1502_SP_SET: CONCRETE POST
 BC1502_STAMPING: 0216 D 1978
 BC1502_MARK LOGO: NOS   
 BC1502_PROJECTION: PROJECTING 3 CENTIMETERS
 BC1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1502+STABILITY: SURFACE MOTION
 BC1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1502+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1502
 BC1502  HISTORY     - Date     Condition        Report By
 BC1502  HISTORY     - 1978     MONUMENTED       NOS
 BC1502  HISTORY     - 1978     GOOD             FLDNR
 BC1502  HISTORY     - 1978     GOOD             FLDNR
 BC1502  HISTORY     - 20040616 GOOD             FLDEP
 BC1502
 BC1502                          STATION DESCRIPTION
 BC1502
 BC1502'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1502'4.3 MI SOUTH FROM GARDEN CITY.
 BC1502'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1502'IN JACKSONVILLE ,FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1502'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1502'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 43
 BC1502'FEET SOUTHWESTERLY OF THE INTERSECTION OF RIBAULT SCENIC DRIVE
 BC1502'AND RESTLAWN DRIVE, 2.3 FEET NORTHERLY OF THE NORTHEAST CORNER
 BC1502'OF RESTLAWN CEMENTARY, 9.5 FEET SOUTH OF UTILITY POLE, 73 FEET
 BC1502'SOUTH OF TIDAL BENCH MARK 0216 C 1978.
 BC1502
 BC1502                          STATION RECOVERY (1978)
 BC1502
 BC1502'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1502'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1502'IN JACKSONVILLE ,FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1502'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1502'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 43
 BC1502'FEET SOUTHWESTERLY OF THE INTERSECTION OF RIBAULT SCENIC DRIVE
 BC1502'AND RESTLAWN DRIVE, 2.3 FEET NORTHERLY OF THE NORTHEAST CORNER
 BC1502'OF RESTLAWN CEMENTARY, 9.5 FEET SOUTH OF UTILITY POLE, 73 FEET
 BC1502'SOUTH OF TIDAL BENCH MARK 0216 C 1978.
 BC1502
 BC1502                          STATION RECOVERY (2004)
 BC1502
 BC1502'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1502'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1502' 
 BC1502'THE MARK IS IN JACKSONVILLE, IN SECTION 39, TOWNSHIP 1 SOUTH, RANGE 26
 BC1502'EAST.
 BC1502' 
 BC1502'LOCATED 7.6 FT SOUTH OF WOODEN POWER POLE NO. 2590.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1501 ***********************************************************************
 BC1501  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1501  DESIGNATION -  872 0216 E TIDAL
 BC1501  PID         -  BC1501
 BC1501  STATE/COUNTY-  FL/DUVAL
 BC1501  USGS QUAD   -  TROUT RIVER (1992)
 BC1501
 BC1501                         *CURRENT SURVEY CONTROL
 BC1501  ___________________________________________________________________
 BC1501* NAD 83(1986)-  30 23 54.     (N)    081 41 46.     (W)     SCALED    
 BC1501* NAVD 88     -         1.078  (meters)       3.54   (feet)  ADJUSTED  
 BC1501  ___________________________________________________________________
 BC1501  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC1501  DYNAMIC HT  -           1.076 (meters)       3.53  (feet)  COMP
 BC1501  MODELED GRAV-     979,371.2   (mgal)                       NAVD 88
 BC1501
 BC1501  VERT ORDER  -  SECOND    CLASS I
 BC1501
 BC1501.The horizontal coordinates were scaled from a topographic map and have
 BC1501.an estimated accuracy of +/- 6 seconds.
 BC1501
 BC1501.The orthometric height was determined by differential leveling
 BC1501.and adjusted by the National Geodetic Survey in September 2006..
 BC1501
 BC1501.This Tidal Bench Mark is designated as VM 5108
 BC1501.by the Center for Operational Oceanographic Products and Services.
 BC1501
 BC1501.The geoid height was determined by GEOID03.
 BC1501
 BC1501.The dynamic height is computed by dividing the NAVD 88
 BC1501.geopotential number by the normal gravity value computed on the
 BC1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1501.degrees latitude (g = 980.6199 gals.).
 BC1501
 BC1501.The modeled gravity was interpolated from observed gravity values.
 BC1501
 BC1501;                    North         East    Units  Estimated Accuracy
 BC1501;SPC FL E     -   672,230.      133,110.      MT  (+/- 180 meters Scaled)
 BC1501
 BC1501                          SUPERSEDED SURVEY CONTROL
 BC1501
 BC1501  NAVD 88 (06/15/91)    1.092  (m)            3.58   (f) UNKNOWN     2 1
 BC1501  NGVD 29 (09/01/92)    1.416  (m)            4.65   (f) ADJUSTED    2 1
 BC1501
 BC1501.Superseded values are not recommended for survey control.
 BC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1501.See file dsdata.txt to determine how the superseded data were derived.
 BC1501
 BC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP331631(NAD 83)
 BC1501_MARKER: DJ = TIDAL STATION DISK
 BC1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1501_SP_SET: CONCRETE POST
 BC1501_STAMPING: 0216 E 1978
 BC1501_MARK LOGO: NOS   
 BC1501_PROJECTION: FLUSH
 BC1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1501+STABILITY: SURFACE MOTION
 BC1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1501+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1501
 BC1501  HISTORY     - Date     Condition        Report By
 BC1501  HISTORY     - 1978     MONUMENTED       NOS
 BC1501  HISTORY     - 1978     GOOD             FLDNR
 BC1501  HISTORY     - 1978     GOOD             FLDNR
 BC1501  HISTORY     - 20040616 GOOD             FLDEP
 BC1501
 BC1501                          STATION DESCRIPTION
 BC1501
 BC1501'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1501'4.3 MI SOUTH FROM GARDEN CITY.
 BC1501'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1501'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1501'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 0.9 MILES NORTHWESTERLY
 BC1501'ALONG RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS
 BC1501'23 FEET NORTH OF CENTER LINE OF RIBAULT SCENIC DRIVE, 4 FEET EAST
 BC1501'OF UTILITY POLE, 110 FEET NORTH OF A HOUSE AT 2340 RIBAULT
 BC1501'SCENIC DRIVE.
 BC1501
 BC1501                          STATION RECOVERY (1978)
 BC1501
 BC1501'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1501'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1501'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1501'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 0.9 MILES NORTHWESTERLY
 BC1501'ALONG RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS
 BC1501'23 FEET NORTH OF CENTER LINE OF RIBAULT SCENIC DRIVE, 4 FEET EAST
 BC1501'OF UTILITY POLE, 110 FEET NORTH OF A HOUSE AT 2340 RIBAULT
 BC1501'SCENIC DRIVE.
 BC1501
 BC1501                          STATION RECOVERY (2004)
 BC1501
 BC1501'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1501'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1501' 
 BC1501'THE MARK IS IN JACKSONVILLE, IN SECTION 37, TOWNSHIP 1 SOUTH, RANGE 26
 BC1501'EAST.
 BC1501' 
 BC1501'LOCATED 22.0 FT NORTHWEST OF CONCRETE POWER POLE NO. 539 JEA 090115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0716 ***********************************************************************
 DI0716  DESIGNATION -  872 0216 F TIDAL
 DI0716  PID         -  DI0716
 DI0716  STATE/COUNTY-  FL/DUVAL
 DI0716  USGS QUAD   -  TROUT RIVER (1992)
 DI0716
 DI0716                         *CURRENT SURVEY CONTROL
 DI0716  ___________________________________________________________________
 DI0716* NAD 83(1986)-  30 23 52.     (N)    081 41 59.     (W)     SCALED    
 DI0716* NAVD 88     -         1.667  (meters)       5.47   (feet)  ADJUSTED  
 DI0716  ___________________________________________________________________
 DI0716  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DI0716  DYNAMIC HT  -           1.665 (meters)       5.46  (feet)  COMP
 DI0716  MODELED GRAV-     979,370.9   (mgal)                       NAVD 88
 DI0716
 DI0716  VERT ORDER  -  SECOND    CLASS I
 DI0716
 DI0716.The horizontal coordinates were scaled from a topographic map and have
 DI0716.an estimated accuracy of +/- 6 seconds.
 DI0716
 DI0716.The orthometric height was determined by differential leveling
 DI0716.and adjusted by the National Geodetic Survey in September 2006..
 DI0716.No vertical observational check was made to the station.
 DI0716
 DI0716.The geoid height was determined by GEOID03.
 DI0716
 DI0716.The dynamic height is computed by dividing the NAVD 88
 DI0716.geopotential number by the normal gravity value computed on the
 DI0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0716.degrees latitude (g = 980.6199 gals.).
 DI0716
 DI0716.The modeled gravity was interpolated from observed gravity values.
 DI0716
 DI0716;                    North         East    Units  Estimated Accuracy
 DI0716;SPC FL E     -   672,170.      132,760.      MT  (+/- 180 meters Scaled)
 DI0716
 DI0716                          SUPERSEDED SURVEY CONTROL
 DI0716
 DI0716.No superseded survey control is available for this station.
 DI0716
 DI0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP327630(NAD 83)
 DI0716_MARKER: F = FLANGE-ENCASED ROD
 DI0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0716_STAMPING: 0216 F 2004
 DI0716_MARK LOGO: NGS   
 DI0716_PROJECTION: FLUSH
 DI0716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0716+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 DI0716_ROD/PIPE-DEPTH: 17.1 meters
 DI0716
 DI0716  HISTORY     - Date     Condition        Report By
 DI0716  HISTORY     - 20040616 MONUMENTED       FLDEP
 DI0716
 DI0716                          STATION DESCRIPTION
 DI0716
 DI0716'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0716'THE MARK IS 3.0 MI SOUTH OF GARDEN CITY IN JACKSONVILLE, IN SECTION
 DI0716'39, TOWNSHIP 1 SOUTH, RANGE  26 EAST.
 DI0716' 
 DI0716'TO REACH THE MARK FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM
 DI0716'TURNER ROAD IN  JACKSONVILLE, GO NORTHWEST ON LEM TURNER ROAD FOR 0.35
 DI0716'MI TO THE JUNCTION WITH RIBAULT SCENIC  DRIVE ON THE LEFT, TURN LEFT
 DI0716'ON RIBAULT SCENIC DRIVE AND GO NORTHWESTERLY FOR 1.1 MI TO THE MARK
 DI0716'ON THE LEFT (0.1 MI WEST OF RESTLAWN CEMETARY), A STAINLESS STEEL ROD
 DI0716'DRIVEN TO REFUSAL AT A  DEPTH OF 56.0 FT WITH A 5-INCH NGS LOGO CAP
 DI0716'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH RIBAULT  SCENIC DRIVE, THE
 DI0716'DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI0716' 
 DI0716'LOCATED 204.0 FT EAST OF THE CENTERLINE LAGNEY DRIVE, 40.3 FT
 DI0716'WEST-SOUTHWEST OF THE WEST END OF  THE SOUTHWEST CONCRETE BRIDGE RAIL,
 DI0716'26.2 FT SOUTH OF THE CENTERLINE OF RIBAULT SCENIC DRIVE, 23.5  FT WEST
 DI0716'OF THE WEST END OF A 3.0-FT WIDE CONCRETE BRIDGE RETAINING WALL, 12.0
 DI0716'FT WEST OF WOODEN  LIGHT POLE NO. 2708111612, 4.0 FT SOUTH OF A METAL
 DI0716'GUARD RAIL AND 1.0 FT NORTH OF A CARSONITE  WITNESS POST.
 DI0716' 
 DI0716'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A NGS LOGO CAP.
 DI0716' 
 DI0716'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0714 ***********************************************************************
 DI0714  DESIGNATION -  872 0216 G TIDAL
 DI0714  PID         -  DI0714
 DI0714  STATE/COUNTY-  FL/DUVAL
 DI0714  USGS QUAD   -  TROUT RIVER (1992)
 DI0714
 DI0714                         *CURRENT SURVEY CONTROL
 DI0714  ___________________________________________________________________
 DI0714* NAD 83(1986)-  30 23 52.     (N)    081 41 56.     (W)     SCALED    
 DI0714* NAVD 88     -         1.640  (meters)       5.38   (feet)  ADJUSTED  
 DI0714  ___________________________________________________________________
 DI0714  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DI0714  DYNAMIC HT  -           1.638 (meters)       5.37  (feet)  COMP
 DI0714  MODELED GRAV-     979,370.9   (mgal)                       NAVD 88
 DI0714
 DI0714  VERT ORDER  -  SECOND    CLASS I
 DI0714
 DI0714.The horizontal coordinates were scaled from a topographic map and have
 DI0714.an estimated accuracy of +/- 6 seconds.
 DI0714
 DI0714.The orthometric height was determined by differential leveling
 DI0714.and adjusted by the National Geodetic Survey in September 2006..
 DI0714.No vertical observational check was made to the station.
 DI0714
 DI0714.The geoid height was determined by GEOID03.
 DI0714
 DI0714.The dynamic height is computed by dividing the NAVD 88
 DI0714.geopotential number by the normal gravity value computed on the
 DI0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0714.degrees latitude (g = 980.6199 gals.).
 DI0714
 DI0714.The modeled gravity was interpolated from observed gravity values.
 DI0714
 DI0714;                    North         East    Units  Estimated Accuracy
 DI0714;SPC FL E     -   672,170.      132,840.      MT  (+/- 180 meters Scaled)
 DI0714
 DI0714                          SUPERSEDED SURVEY CONTROL
 DI0714
 DI0714.No superseded survey control is available for this station.
 DI0714
 DI0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328630(NAD 83)
 DI0714_MARKER: DD = SURVEY DISK
 DI0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0714_STAMPING: 0216 G 2004
 DI0714_MARK LOGO: FLDEP 
 DI0714_PROJECTION: FLUSH
 DI0714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0714+STABILITY: SURFACE MOTION
 DI0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0714+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 DI0714
 DI0714  HISTORY     - Date     Condition        Report By
 DI0714  HISTORY     - 20040616 MONUMENTED       FLDEP
 DI0714
 DI0714                          STATION DESCRIPTION
 DI0714
 DI0714'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0714'THE MARK IS 3.0 MI SOUTH OF GARDEN CITY IN JACKSONVILLE, IN SECTION
 DI0714'39, TOWNSHIP 1 SOUTH, RANGE  26 EAST.
 DI0714' 
 DI0714'TO REACH THE MARK FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM
 DI0714'TURNER ROAD IN  JACKSONVILLE, GO NORTHWEST ON LEM TURNER ROAD FOR 0.35
 DI0714'MI TO THE JUNCTION WITH RIBAULT SCENIC  DRIVE ON THE LEFT, TURN LEFT
 DI0714'ON RIBAULT SCENIC DRIVE AND GO NORTHWESTERLY FOR 1.0 MI TO THE MARK
 DI0714'ON THE LEFT (NEAR THE NORTHWEST CORNER OF RESTLAWN CEMETARY), SET IN
 DI0714'THE TOP OF A ROUND  CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DI0714' 
 DI0714'LOCATED 125.0 FT WEST OF THE CENTERLINE OF THE CEMETARY ENTRANCE ROAD,
 DI0714'47.5 FT SOUTH OF THE  CENTERLINE OF RIBAULT DRIVE, 16.7 FT
 DI0714'EAST-SOUTHEAST OF WOODEN POWER POLE NO. 2602 AND 2.0 FT  NORTH OF A
 DI0714'CONCRETE WALL SURROUNDING THE CEMETARY AND A CARSONITE WITNESS POST.
 DI0714' 
 DI0714'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0715 ***********************************************************************
 DI0715  DESIGNATION -  872 0216 H TIDAL
 DI0715  PID         -  DI0715
 DI0715  STATE/COUNTY-  FL/DUVAL
 DI0715  USGS QUAD   -  TROUT RIVER (1992)
 DI0715
 DI0715                         *CURRENT SURVEY CONTROL
 DI0715  ___________________________________________________________________
 DI0715* NAD 83(1986)-  30 23 56.     (N)    081 41 54.     (W)     SCALED    
 DI0715* NAVD 88     -         0.696  (meters)       2.28   (feet)  ADJUSTED  
 DI0715  ___________________________________________________________________
 DI0715  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DI0715  DYNAMIC HT  -           0.695 (meters)       2.28  (feet)  COMP
 DI0715  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 DI0715
 DI0715  VERT ORDER  -  SECOND    CLASS I
 DI0715
 DI0715.The horizontal coordinates were scaled from a topographic map and have
 DI0715.an estimated accuracy of +/- 6 seconds.
 DI0715
 DI0715.The orthometric height was determined by differential leveling
 DI0715.and adjusted by the National Geodetic Survey in September 2006..
 DI0715.No vertical observational check was made to the station.
 DI0715
 DI0715.The geoid height was determined by GEOID03.
 DI0715
 DI0715.The dynamic height is computed by dividing the NAVD 88
 DI0715.geopotential number by the normal gravity value computed on the
 DI0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0715.degrees latitude (g = 980.6199 gals.).
 DI0715
 DI0715.The modeled gravity was interpolated from observed gravity values.
 DI0715
 DI0715;                    North         East    Units  Estimated Accuracy
 DI0715;SPC FL E     -   672,290.      132,900.      MT  (+/- 180 meters Scaled)
 DI0715
 DI0715                          SUPERSEDED SURVEY CONTROL
 DI0715
 DI0715.No superseded survey control is available for this station.
 DI0715
 DI0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP329631(NAD 83)
 DI0715_MARKER: DD = SURVEY DISK
 DI0715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI0715_SP_SET: DOCK WALKWAY
 DI0715_STAMPING: 0216 H 2004
 DI0715_MARK LOGO: FLDEP 
 DI0715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0715+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 DI0715
 DI0715  HISTORY     - Date     Condition        Report By
 DI0715  HISTORY     - 20040616 MONUMENTED       FLDEP
 DI0715
 DI0715                          STATION DESCRIPTION
 DI0715
 DI0715'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0715'THE MARK IS ABOUT 3.0 MI SOUTH 0F GARDEN CITY IN JACKSONVILLE, IN
 DI0715'SECTION 39, TOWNSHIP 1 SOUTH,  RANGE 26 EAST.
 DI0715' 
 DI0715'TO REACH THE MARK FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM
 DI0715'TURNER ROAD IN  JACKSONVILLE, GO NORTHWEST ON LEM TURNER ROAD FOR 0.35
 DI0715'MI TO THE JUNCTION OF RIBAULT SCENIC  DRIVE ON THE LEFT, TURN LEFT ON
 DI0715'RIBAULT SCENIC DRIVE AND GO NORTHWESTERLY FOR 1.0 MI TO THE MARK  ON
 DI0715'THE RIGHT (ACROSS FROM RESTLAWN CEMETARY), SET FLUSH IN THE TOP OF A
 DI0715'CONCRETE WALKWAY TO A  DOCK FOR THE RIBAULT RIVER BRIDGE.
 DI0715' 
 DI0715'LOCATED 238.2 FT NORTH OF THE CENTERLINE OF RIBAULT SCENIC DRIVE,
 DI0715'213.0 FT NORTHWEST OF THE  NORTHWEST CORNER 0F A 17.0 FT SQUARE BURIAL
 DI0715'VAULT, 39.0 FT NORTHEAST OF A 22-INCH PINE TREE, 34.9 FT  NORTHEAST OF
 DI0715'A WOODEN LIGHT POLE NO. 2065 B 111609, 20.2 FT NORTHWEST OF A 22-INCH
 DI0715'PINE TREE, 18.3 FT  SOUTH OF THE NORTH EDGE OF A CONCRETE DOCK, 2.4 FT
 DI0715'WEST OF THE EAST EDGE OF THE CONCRETE  WALKWAY, 2.0 FT EAST OF THE
 DI0715'WEST EDGE OF THE WALKWAY AND 0.6 FT NORTH OF THE SOUTH EDGE OF THE
 DI0715'WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1464 ***********************************************************************
 BC1464  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1464  DESIGNATION -  872 0217 A TIDAL
 BC1464  PID         -  BC1464
 BC1464  STATE/COUNTY-  FL/DUVAL
 BC1464  USGS QUAD   -  TROUT RIVER (1992)
 BC1464
 BC1464                         *CURRENT SURVEY CONTROL
 BC1464  ___________________________________________________________________
 BC1464* NAD 83(1986)-  30 23 30.     (N)    081 39 51.     (W)     SCALED    
 BC1464* NAVD 88     -         2.015  (meters)       6.61   (feet)  ADJUSTED  
 BC1464  ___________________________________________________________________
 BC1464  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BC1464  DYNAMIC HT  -           2.012 (meters)       6.60  (feet)  COMP
 BC1464  MODELED GRAV-     979,370.4   (mgal)                       NAVD 88
 BC1464
 BC1464  VERT ORDER  -  SECOND    CLASS I
 BC1464
 BC1464.The horizontal coordinates were scaled from a topographic map and have
 BC1464.an estimated accuracy of +/- 6 seconds.
 BC1464
 BC1464.The orthometric height was determined by differential leveling
 BC1464.and adjusted by the National Geodetic Survey in June 2006..
 BC1464
 BC1464.This Tidal Bench Mark is designated as VM 10702
 BC1464.by the Center for Operational Oceanographic Products and Services.
 BC1464
 BC1464.The geoid height was determined by GEOID03.
 BC1464
 BC1464.The dynamic height is computed by dividing the NAVD 88
 BC1464.geopotential number by the normal gravity value computed on the
 BC1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1464.degrees latitude (g = 980.6199 gals.).
 BC1464
 BC1464.The modeled gravity was interpolated from observed gravity values.
 BC1464
 BC1464;                    North         East    Units  Estimated Accuracy
 BC1464;SPC FL E     -   671,470.      136,170.      MT  (+/- 180 meters Scaled)
 BC1464
 BC1464                          SUPERSEDED SURVEY CONTROL
 BC1464
 BC1464  NAVD 88 (06/15/91)    2.017  (m)            6.62   (f) UNKNOWN     2 1
 BC1464  NGVD 29 (09/01/92)    2.341  (m)            7.68   (f) ADJUSTED    2 1
 BC1464
 BC1464.Superseded values are not recommended for survey control.
 BC1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1464.See file dsdata.txt to determine how the superseded data were derived.
 BC1464
 BC1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP361623(NAD 83)
 BC1464_MARKER: DJ = TIDAL STATION DISK
 BC1464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1464_SP_SET: COPPER-CLAD STEEL ROD
 BC1464_STAMPING: 0217 A
 BC1464_MARK LOGO: NOS   
 BC1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1464+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1464
 BC1464  HISTORY     - Date     Condition        Report By
 BC1464  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1464  HISTORY     - 20040616 GOOD             FLDEP
 BC1464  HISTORY     - 20040616 GOOD             FLDEP
 BC1464
 BC1464                          STATION DESCRIPTION
 BC1464
 BC1464'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1464'JACKSONVILLE.
 BC1464'FROM THE INTERSECTION OF US HIGHWAY I 95 AND EDGEWOOD AVENUE, PROCEED
 BC1464'EAST ALONG EDGEWOOD AVENUE 0.3 MILES. MARK BEARS 26 FEET NORTHEAST OF
 BC1464'EDGEWOOD AVENUE WESTBOUND LANE CENTERLINE, 5 FEET SOUTHWEST OF A LARGE
 BC1464'WOODEN POWER POLE, 106 FEET SOUTHEAST OF MERLE DRIVE CENTERLINE. MARK
 BC1464'IS AN NOS TIDAL BENCH MARK.
 BC1464
 BC1464                          STATION RECOVERY (2004)
 BC1464
 BC1464'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1464'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1464' 
 BC1464'THE MARK IS IN JACKSONVILLE, IN SECTION 37, TOWNSHIP 1 SOUTH, RANGE 26
 BC1464'EAST.
 BC1464' 
 BC1464'LOCATED 22.0 FT NORTHWEST OF CONCRETE POWER POLE NO. 539 JEA 090115.
 BC1464
 BC1464                          STATION RECOVERY (2004)
 BC1464
 BC1464'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1464'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1464' 
 BC1464'THE MARK IS IN JACKSONVILLE, IN SECTION 37, TOWNSHIP 1 SOUTH, RANGE 26
 BC1464'EAST.
 BC1464' 
 BC1464'LOCATED 22.0 FT NORTHWEST OF CONCRETE POWER POLE NO. 539 JEA 090115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1550 ***********************************************************************
 BC1550  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1550  DESIGNATION -  872 0219 D TIDAL
 BC1550  PID         -  BC1550
 BC1550  STATE/COUNTY-  FL/DUVAL
 BC1550  USGS QUAD   -  EASTPORT (1992)
 BC1550
 BC1550                         *CURRENT SURVEY CONTROL
 BC1550  ___________________________________________________________________
 BC1550* NAD 83(1986)-  30 23 32.     (N)    081 33 44.     (W)     SCALED    
 BC1550* NAVD 88     -         2.695  (meters)       8.84   (feet)  ADJUSTED  
 BC1550  ___________________________________________________________________
 BC1550  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BC1550  DYNAMIC HT  -           2.691 (meters)       8.83  (feet)  COMP
 BC1550  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 BC1550
 BC1550  VERT ORDER  -  SECOND    CLASS I
 BC1550
 BC1550.The horizontal coordinates were scaled from a topographic map and have
 BC1550.an estimated accuracy of +/- 6 seconds.
 BC1550
 BC1550.The orthometric height was determined by differential leveling
 BC1550.and adjusted by the National Geodetic Survey in June 1991..
 BC1550
 BC1550.This Tidal Bench Mark is designated as VM 5111
 BC1550.by the Center for Operational Oceanographic Products and Services.
 BC1550
 BC1550.The geoid height was determined by GEOID03.
 BC1550
 BC1550.The dynamic height is computed by dividing the NAVD 88
 BC1550.geopotential number by the normal gravity value computed on the
 BC1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1550.degrees latitude (g = 980.6199 gals.).
 BC1550
 BC1550.The modeled gravity was interpolated from observed gravity values.
 BC1550
 BC1550;                    North         East    Units  Estimated Accuracy
 BC1550;SPC FL E     -   671,480.      145,970.      MT  (+/- 180 meters Scaled)
 BC1550
 BC1550                          SUPERSEDED SURVEY CONTROL
 BC1550
 BC1550  NGVD 29 (09/01/92)    3.025  (m)            9.92   (f) ADJUSTED    2 1
 BC1550
 BC1550.Superseded values are not recommended for survey control.
 BC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1550.See file dsdata.txt to determine how the superseded data were derived.
 BC1550
 BC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP459623(NAD 83)
 BC1550_MARKER: DJ = TIDAL STATION DISK
 BC1550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1550_SP_SET: COPPER-CLAD STEEL ROD
 BC1550_STAMPING: 0219 D
 BC1550_MARK LOGO: NOS   
 BC1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1550
 BC1550  HISTORY     - Date     Condition        Report By
 BC1550  HISTORY     - UNK      MONUMENTED       NOS
 BC1550  HISTORY     - 1977     GOOD             FLDNR
 BC1550  HISTORY     - 1979     GOOD             FLDNR
 BC1550  HISTORY     - 20021004 GOOD             FLDEP
 BC1550
 BC1550                          STATION DESCRIPTION
 BC1550
 BC1550'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1550'JACKSONVILLE.
 BC1550'FROM THE INTERSECTION OF HECKSCHER DRIVE, STATE ROAD
 BC1550'105, AND NEW BERLIN ROAD IN NORTHEAST JACKSONVILLE,
 BC1550'PROCEED SOUTHEAST ALONG NEW BERLIN ROAD 0.9 MILES
 BC1550'TO DAME POINT ROAD, THENCE SOUTHWESTERLY ALONG DAME
 BC1550'POINT ROAD 0.7 MILES TO THE MARK SET IN A TRIAGLE
 BC1550'FORMED BY AN INTERSECTION AND BEARS 76.6 FEET EAST
 BC1550'OF AN 8 INCH CABBAGE PALM, 34.5 FEET WEST OF THE
 BC1550'CENTERLINE OF DAME POINT ROAD, 56.1 FEET NORTHWEST OF
 BC1550'POWER POLE NUMBER 30.
 BC1550
 BC1550                          STATION RECOVERY (1979)
 BC1550
 BC1550'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1550'RECOVERED IN GOOD CONDITION.
 BC1550
 BC1550                          STATION RECOVERY (2002)
 BC1550
 BC1550'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 BC1550'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE AT THE INTERSECTION
 BC1550'OF DAMES POINT  ROAD AND AUGUST DRIVE, IN SECTION 42, TOWNSHIP 1
 BC1550'SOUTH, RANGE 27 EAST.
 BC1550' 
 BC1550'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (NORTH MAIN
 BC1550'STREET) AND U.S.  HIGHWAY 1 ALTERNATE IN JACKSONVILLE, GO NORTHERLY ON
 BC1550'U.S. HIGHWAY 17 (NORTH MAIN  STREET) FOR 3.4 MI TO THE JUNCTION OF
 BC1550'STATE HIGHWAY 105 (HECKSCHER DRIVE), TURN RIGHT AND  GO EASTERLY ON
 BC1550'STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 4.65 MI (PASSING OVER DUNN
 BC1550'CREEK  BRIDGE) TO THE JUNCTION OF AUGUST DRIVE, TURN RIGHT AND GO
 BC1550'SOUTH ON AUGUST DRIVE FOR  1.7 MI TO THE JUNCTION OF DAMES POINT ROAD
 BC1550'AND THE MARK.  THE MARK IS CRIMPED TO A  COPPER-CLAD STEEL ROD DRIVEN
 BC1550'TO REFUSAL AND ENCASED BY A CONCRETE KICK-BLOCK.
 BC1550' 
 BC1550'LOCATED 76.6 FT EAST OF A CABBAGE PALM, 51.1 FT NORTH-NORTHWEST OF
 BC1550'CONCRETE POWER POLE  NUMBER 80 T, 34.5 FT WEST OF THE CENTERLINE OF
 BC1550'DAMES POINT ROAD, 28.2 FT NORTH OF THE  CENTERLINE OF AUGUST DRIVE,
 BC1550'1.0 FT WEST OF A CARSONITE WITNESS POST AND 1.5 FT BELOW THE  LEVEL OF
 BC1550'THE GROUND AND 1.0 FT BELOW THE LEVEL OF DAMES POINT ROAD.
 BC1550' 
 BC1550'NOTE--THE ROAD HAS BEEN MOVED AND THIS AREA HAS BEEN CLEARED THE MARK
 BC1550'IS PRESUMED  DESTROYED 10-31-2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1549 ***********************************************************************
 BC1549  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1549  DESIGNATION -  872 0219 E TIDAL
 BC1549  PID         -  BC1549
 BC1549  STATE/COUNTY-  FL/DUVAL
 BC1549  USGS QUAD   -  EASTPORT (1992)
 BC1549
 BC1549                         *CURRENT SURVEY CONTROL
 BC1549  ___________________________________________________________________
 BC1549* NAD 83(1986)-  30 24 02.     (N)    081 33 37.     (W)     SCALED    
 BC1549* NAVD 88     -         1.068  (meters)       3.50   (feet)  ADJUSTED  
 BC1549  ___________________________________________________________________
 BC1549  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BC1549  DYNAMIC HT  -           1.067 (meters)       3.50  (feet)  COMP
 BC1549  MODELED GRAV-     979,367.4   (mgal)                       NAVD 88
 BC1549
 BC1549  VERT ORDER  -  SECOND    CLASS I
 BC1549
 BC1549.The horizontal coordinates were scaled from a topographic map and have
 BC1549.an estimated accuracy of +/- 6 seconds.
 BC1549
 BC1549.The orthometric height was determined by differential leveling
 BC1549.and adjusted by the National Geodetic Survey in June 1991..
 BC1549
 BC1549.This Tidal Bench Mark is designated as VM 5112
 BC1549.by the Center for Operational Oceanographic Products and Services.
 BC1549
 BC1549.The geoid height was determined by GEOID03.
 BC1549
 BC1549.The dynamic height is computed by dividing the NAVD 88
 BC1549.geopotential number by the normal gravity value computed on the
 BC1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1549.degrees latitude (g = 980.6199 gals.).
 BC1549
 BC1549.The modeled gravity was interpolated from observed gravity values.
 BC1549
 BC1549;                    North         East    Units  Estimated Accuracy
 BC1549;SPC FL E     -   672,400.      146,160.      MT  (+/- 180 meters Scaled)
 BC1549
 BC1549                          SUPERSEDED SURVEY CONTROL
 BC1549
 BC1549  NGVD 29 (09/01/92)    1.399  (m)            4.59   (f) ADJUSTED    2 1
 BC1549
 BC1549.Superseded values are not recommended for survey control.
 BC1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1549.See file dsdata.txt to determine how the superseded data were derived.
 BC1549
 BC1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP461633(NAD 83)
 BC1549_MARKER: DJ = TIDAL STATION DISK
 BC1549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1549_SP_SET: COPPER-CLAD STEEL ROD
 BC1549_STAMPING: 0219 E
 BC1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1549
 BC1549  HISTORY     - Date     Condition        Report By
 BC1549  HISTORY     - UNK      MONUMENTED       NOS
 BC1549  HISTORY     - 1977     GOOD             FLDNR
 BC1549  HISTORY     - 1979     GOOD             FLDNR
 BC1549
 BC1549                          STATION DESCRIPTION
 BC1549
 BC1549'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1549'JACKSONVILLE.
 BC1549'FROM THE INTERSECTION OF HECKSCHER DRIVE, STATE ROAD 105, AND NEW
 BC1549'BERLIN ROAD IN NORTHEASTJACKSONVILLE, PROCEED SOUTHEAST ALONG
 BC1549'NEW BERLIN ROAD 0.9 MILES TO DAME POINT ROAD. THE MARK BEARS 195
 BC1549'FEET SOUTH OF THE INTERSECTION, 23 FEET EAST OF THE CENTERLINE OF
 BC1549'DAME POINT ROAD, 37 FEET NORTHEAST OF THE NORTHERNMOST RAIL AT
 BC1549'THE INTERSECTION OF A RAILROAD AND DAME POINT ROAD.
 BC1549
 BC1549                          STATION RECOVERY (1979)
 BC1549
 BC1549'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1551 ***********************************************************************
 BC1551  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1551  DESIGNATION -  872 0219 F TIDAL
 BC1551  PID         -  BC1551
 BC1551  STATE/COUNTY-  FL/DUVAL
 BC1551  USGS QUAD   -  EASTPORT (1992)
 BC1551
 BC1551                         *CURRENT SURVEY CONTROL
 BC1551  ___________________________________________________________________
 BC1551* NAD 83(1986)-  30 23 33.     (N)    081 33 49.     (W)     SCALED    
 BC1551* NAVD 88     -         1.861  (meters)       6.11   (feet)  ADJUSTED  
 BC1551  ___________________________________________________________________
 BC1551  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1551  DYNAMIC HT  -           1.858 (meters)       6.10  (feet)  COMP
 BC1551  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 BC1551
 BC1551  VERT ORDER  -  SECOND    CLASS I
 BC1551
 BC1551.The horizontal coordinates were scaled from a topographic map and have
 BC1551.an estimated accuracy of +/- 6 seconds.
 BC1551
 BC1551.The orthometric height was determined by differential leveling
 BC1551.and adjusted by the National Geodetic Survey in June 1991..
 BC1551
 BC1551.This Tidal Bench Mark is designated as VM 5110
 BC1551.by the Center for Operational Oceanographic Products and Services.
 BC1551
 BC1551.The geoid height was determined by GEOID03.
 BC1551
 BC1551.The dynamic height is computed by dividing the NAVD 88
 BC1551.geopotential number by the normal gravity value computed on the
 BC1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1551.degrees latitude (g = 980.6199 gals.).
 BC1551
 BC1551.The modeled gravity was interpolated from observed gravity values.
 BC1551
 BC1551;                    North         East    Units  Estimated Accuracy
 BC1551;SPC FL E     -   671,510.      145,840.      MT  (+/- 180 meters Scaled)
 BC1551
 BC1551                          SUPERSEDED SURVEY CONTROL
 BC1551
 BC1551  NGVD 29 (09/01/92)    2.191  (m)            7.19   (f) ADJUSTED    2 1
 BC1551
 BC1551.Superseded values are not recommended for survey control.
 BC1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1551.See file dsdata.txt to determine how the superseded data were derived.
 BC1551
 BC1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP458624(NAD 83)
 BC1551_MARKER: DJ = TIDAL STATION DISK
 BC1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1551_SP_SET: CONCRETE POST
 BC1551_STAMPING: 0219 F 1977
 BC1551_MARK LOGO: NOS   
 BC1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1551+STABILITY: SURFACE MOTION
 BC1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1551+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 BC1551
 BC1551  HISTORY     - Date     Condition        Report By
 BC1551  HISTORY     - 1977     MONUMENTED       NOS
 BC1551  HISTORY     - 1977     GOOD             FLDNR
 BC1551  HISTORY     - 20021004 GOOD             FLDEP
 BC1551
 BC1551                          STATION DESCRIPTION
 BC1551
 BC1551'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1551'JACKSONVILLE.
 BC1551'FROM THE INTERSECTION OF HECKSCHER DRIVE STATE ROAD 105 AND NEW
 BC1551'BERLIN ROAD IN NORTHEAST JACKSONVILLE, PROCEED SOUTHEAST ALONG
 BC1551'NEW BERLIN ROAD 0.9 MILES TO DAME POINT ROAD, THENCE SOUTHWESTERLY
 BC1551'ALONG DAME POINT ROAD 0.7 MILES TO AUGUST DRIVE, THENCE NORTHWEST
 BC1551'ALONG AUGUST DRIVE 0.1 MILES TO THE ADDRESS 9050 AUGUST DRIVE.
 BC1551'THE MARK BEARS 30 FEET SOUTHWEST OF THE CENTERLINE OF AUGUST DRIVE,
 BC1551'57.5 FEET NORTHWEST OF POWER POLE NUMBER 9044.
 BC1551
 BC1551                          STATION RECOVERY (2002)
 BC1551
 BC1551'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM)
 BC1551'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE AT 9050 AUGUST
 BC1551'DRIVE, IN SECTION 42,  TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 BC1551' 
 BC1551'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (NORTH MAIN
 BC1551'STREET) AND U.S.  HIGHWAY 1 ALTERNATE IN JACKSONVILLE, GO NORTHERLY ON
 BC1551'U.S. HIGHWAY 17 (NORTH MAIN  STREET) FOR 3.4 MI TO THE JUNCTION OF
 BC1551'STATE HIGHWAY 105 (HECKSCHER DRIVE), TURN RIGHT AND  GO EASTERLY ON
 BC1551'STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 4.65 MI (PASSING OVER DUNN
 BC1551'CREEK  BRIDGE) TO THE JUNCTION OF AUGUST DRIVE, TURN RIGHT AND GO
 BC1551'SOUTH ON AUGUST DRIVE FOR  1.5 MI TO THE MARK ON THE RIGHT.
 BC1551' 
 BC1551'LOCATED 59.8 FT NORTHWEST OF POWER POLE NUMBER 9064, 30.0 FT SOUTHWEST
 BC1551'OF THE  CENTERLINE OF AUGUST DRIVE, 3.0 FT NORTHEAST OF A CARSONITE
 BC1551'WITNESS POST AND LEVEL WITH  AUGUST DRIVE.
 BC1551' 
 BC1551'NOTE--THE ROAD HAS BEEN MOVED AND THIS AREA HAS BEEN CLEARED THE MARK
 BC1551'IS PRESUMED  DESTROYED 10-31-2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2486 ***********************************************************************
 BC2486  FBN         -  This is a Federal Base Network Control Station.
 BC2486  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2486  DESIGNATION -  872 0220 A TIDAL
 BC2486  PID         -  BC2486
 BC2486  STATE/COUNTY-  FL/DUVAL
 BC2486  USGS QUAD   -  MAYPORT (1992)
 BC2486
 BC2486                         *CURRENT SURVEY CONTROL
 BC2486  ___________________________________________________________________
 BC2486* NAD 83(1999)-  30 23 35.76951(N)    081 25 52.78443(W)     ADJUSTED  
 BC2486* NAVD 88     -         1.267  (meters)       4.16   (feet)  ADJUSTED  
 BC2486  ___________________________________________________________________
 BC2486  X           -     820,410.216 (meters)                     COMP
 BC2486  Y           -  -5,444,844.236 (meters)                     COMP
 BC2486  Z           -   3,208,040.223 (meters)                     COMP
 BC2486  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BC2486  ELLIP HEIGHT-         -27.27  (meters)          (04/12/01) GPS OBS
 BC2486  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC2486  DYNAMIC HT  -           1.265 (meters)       4.15  (feet)  COMP
 BC2486  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC2486
 BC2486  HORZ ORDER  -  A
 BC2486  VERT ORDER  -  FIRST     CLASS II
 BC2486  ELLP ORDER  -  FOURTH    CLASS I
 BC2486
 BC2486.The horizontal coordinates were established by GPS observations
 BC2486.and adjusted by the National Geodetic Survey in April 2001..
 BC2486
 BC2486.The orthometric height was determined by differential leveling
 BC2486.and adjusted by the National Geodetic Survey in May 1994..
 BC2486.WARNING-Repeat measurements at this control monument indicate possible
 BC2486.vertical movement.
 BC2486
 BC2486.This Tidal Bench Mark is designated as VM 657
 BC2486.by the Center for Operational Oceanographic Products and Services.
 BC2486
 BC2486.This Tidal Bench Mark is designated as VM 13982
 BC2486.by the Center for Operational Oceanographic Products and Services.
 BC2486
 BC2486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BC2486
 BC2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2486
 BC2486.The ellipsoidal height was determined by GPS observations
 BC2486.and is referenced to NAD 83.
 BC2486
 BC2486.The geoid height was determined by GEOID03.
 BC2486
 BC2486.The dynamic height is computed by dividing the NAVD 88
 BC2486.geopotential number by the normal gravity value computed on the
 BC2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2486.degrees latitude (g = 980.6199 gals.).
 BC2486
 BC2486.The modeled gravity was interpolated from observed gravity values.
 BC2486
 BC2486;                    North         East     Units Scale Factor Converg.
 BC2486;SPC FL E     -   671,540.139   158,549.987   MT  0.99996236   -0 13 05.6
 BC2486;SPC FL E     - 2,203,211.27    520,176.08   sFT  0.99996236   -0 13 05.6
 BC2486;UTM  17      - 3,362,442.994   458,564.129   MT  0.99962118   -0 13 05.6
 BC2486
 BC2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2486!SPC FL E     -   1.00000428  x   0.99996236  =   0.99996664
 BC2486!UTM  17      -   1.00000428  x   0.99962118  =   0.99962546
 BC2486
 BC2486                          SUPERSEDED SURVEY CONTROL
 BC2486
 BC2486  ELLIP H (06/02/94)  -27.27   (m)                       GP(       ) 3 1
 BC2486  NAD 83(1990)-  30 23 35.76883(N)    081 25 52.78429(W) AD(       ) B
 BC2486  ELLIP H (09/13/90)  -27.35   (m)                       GP(       ) 4 1
 BC2486  NAVD 88 (06/02/94)    1.27   (m)            4.2    (f) LEVELING    3  
 BC2486  NGVD 29 (09/01/92)    1.605  (m)            5.27   (f) ADJUSTED    1 2
 BC2486
 BC2486.Superseded values are not recommended for survey control.
 BC2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2486.See file dsdata.txt to determine how the superseded data were derived.
 BC2486
 BC2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5856462443(NAD 83)
 BC2486_MARKER: DJ = TIDAL STATION DISK
 BC2486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2486_SP_SET: STAINLESS STEEL ROD
 BC2486_STAMPING: 0220 A 1978
 BC2486_MARK LOGO: NOS   
 BC2486_PROJECTION: FLUSH
 BC2486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC2486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2486+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2002
 BC2486
 BC2486  HISTORY     - Date     Condition        Report By
 BC2486  HISTORY     - 1978     MONUMENTED       NOS
 BC2486  HISTORY     - 1987     GOOD             FLDNR
 BC2486  HISTORY     - 1988     GOOD             NGS
 BC2486  HISTORY     - 19890427 GOOD
 BC2486  HISTORY     - 19910419 GOOD             NGS
 BC2486  HISTORY     - 19930210 GOOD             NGS
 BC2486  HISTORY     - 19951203 SEE DESCRIPTION  NGS
 BC2486  HISTORY     - 19990405 GOOD             LDBLS
 BC2486  HISTORY     - 20020510 GOOD             BAH
 BC2486
 BC2486                          STATION DESCRIPTION
 BC2486
 BC2486'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 BC2486'THE MARK IS SET IN THE FLORIDA DEPARTMENT OF TRANSPORTATION MAYPORT
 BC2486'FERRY MAINTENANCE YARD.  THE MARK BEARS 8.7 FEET SOUTHEAST OF A FLAG
 BC2486'POLE, 0.8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE DRIVEWAY CURB,
 BC2486'AND 65.0 FEET SOUTHWEST OF BENCH MARK 0220 B 1978.
 BC2486
 BC2486                          STATION RECOVERY (1988)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BC2486'THE STATION IS LOCATED IN MAYPORT, AT THE ST. JOHNS RIVER FERRY
 BC2486'SERVICE HEADQUARTERS, NEAR THE FLAGPOLE.  OWNERSHIP--FLORIDA
 BC2486'DEPARTMENT OF TRANSPORTATION, ST. JOHNS RIVER FERRY SERVICE, 4610
 BC2486'OCEAN STREET, MAYPORT FL 32233, RAY ROCHER - MARINE CAPTAIN, PHONE
 BC2486'904-246-2922.
 BC2486'TO REACH THE STATION FROM THE POST OFFICE IN MAYPORT, GO
 BC2486'NORTH-NORTHEAST FOR 0.16 KM (0.10 MI) ON STATE HIGHWAY A1A (OCEAN ST)
 BC2486'TO THE ST. JOHNS RIVER FERRY SERVICE HEADQUARTERS ON LEFT.  TURN LEFT
 BC2486'AND GO NORTHWEST FOR 0.08 KM (0.05 MI) ON A PAVED DRIVE, PASSING
 BC2486'THROUGH GATE, TO A FLAGPOLE AND THE STATION.
 BC2486'THE STATION PROJECTS 3 CM ABOVE GROUND.  LOCATED 16.37 M (53.7 FT)
 BC2486'NORTHEAST FROM THE EAST CORNER OF A GARAGE, 13.11 M (43.0 FT)
 BC2486'WEST-SOUTHWEST FROM THE WEST CORNER OF A WAREHOUSE, 11.46 M (37.6 FT)
 BC2486'SOUTH-SOUTHEAST FROM THE SOUTH CORNER OF THE OFFICE BUILDING, 2.68 M
 BC2486'(8.8 FT) SOUTHEAST FROM THE FLAGPOLE AND 0.18 M (0.6 FT) SOUTHEAST
 BC2486'FROM A CARSONITE WITNESS POST.
 BC2486'DESCRIBED BY D.F. CALLAHAN.
 BC2486
 BC2486                          STATION RECOVERY (1989)
 BC2486
 BC2486'RECOVERED 1989
 BC2486'RECOVERED IN GOOD CONDITION.
 BC2486
 BC2486                          STATION RECOVERY (1991)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2486'IN MAYPORT, AT 4610 OCEAN STREET, 17.4 M (57.1 FT) NORTHEAST OF THE
 BC2486'NORTHEAST CORNER OF A GARAGE, 11.5 M (37.7 FT) SOUTHEAST OF THE
 BC2486'SOUTHEAST CORNER OF THE FERRY MAINTENANCE OFFICE AT 4610 OCEAN
 BC2486'STREET, AND 2.7 M (8.9 FT) SOUTHEAST OF A FLAG POLE.  NOTE--THE DISK
 BC2486'IS ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 BC2486'SURFACE.BELOW THE GROUND SURFACE.
 BC2486
 BC2486                          STATION RECOVERY (1993)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BC2486'THE STATION IS LOCATED IN MAYPORT, AT THE ST. JOHNS RIVER FERRY
 BC2486'SERVICE HEADQUARTERS, NEAR THE FLAGPOLE.  OWNERSHIP--FLORIDA
 BC2486'DEPARTMENT OF TRANSPORTATION, ST. JOHNS RIVER FERRY SERVICE, 4610
 BC2486'OCEAN STREET, MAYPORT FL 32233, SAM ESELY OR RAY ROCHER - MARINE
 BC2486'CAPTAIN, PHONE 904-246-2922.
 BC2486'TO REACH THE STATION FROM THE POST OFFICE IN MAYPORT, GO
 BC2486'NORTH-NORTHEAST FOR 0.16 KM (0.10 MI) ON STATE HIGHWAY A1A (OCEAN
 BC2486'STREET) TO THE ST. JOHNS RIVER FERRY SERVICE HEADQUARTERS ON LEFT.
 BC2486'TURN LEFT AND GO NORTHWEST FOR 0.08 KM (0.05 MI) ON A PAVED DRIVE,
 BC2486'PASSING THROUGH GATE, TO A FLAGPOLE AND THE STATION.
 BC2486'THE STATION PROJECTS 3 CM ABOVE GROUND.  LOCATED 16.37 M (53.71 FT)
 BC2486'NORTHEAST FROM THE EAST CORNER OF A GARAGE, 13.11 M (43.01 FT)
 BC2486'WEST-SOUTHWEST FROM THE WEST CORNER OF A WAREHOUSE, 11.46 M
 BC2486'(37.60 FT) SOUTH-SOUTHEAST FROM THE SOUTH CORNER OF THE OFFICE
 BC2486'BUILDING, 2.68 M (8.79 FT) SOUTHEAST FROM THE FLAGPOLE AND 0.18 M
 BC2486'(0.59 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 BC2486
 BC2486                          STATION RECOVERY (1995)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 BC2486'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF THE MAYPORT
 BC2486'NAVAL STATION MAIN GATE, 0.2 MI (0.3 KM) SOUTH OF THE ST JOHNS RIVER,
 BC2486'IN MAYPORT AND AT THE ST JOHNS RIVER FERRY SERVICE HEADQUARTERS NEAR A
 BC2486'FLAGPOLE.  OWNERSHIP -- FLORIDA DEPARTMENT OF TRANSPORTATION, ST JOHNS
 BC2486'RIVER FERRY SERVICE, 4610 OCEAN STREET, MAYPORT, FL 32233, SAM ESELY
 BC2486'OR RAY ROCHER - MARINE CAPTAINS, PHONE (904) 246-2922.  TO REACH THE
 BC2486'STATION FROM THE POST OFFICE IN MAYPORT, GO NORTH-NORTHEAST ON STATE
 BC2486'HIGHWAY A1A (OCEAN STREET) FOR 0.1 MI (0.2 KM) TO THE ST JOHNS RIVER
 BC2486'FERRY SERVICE HEADQUARTERS AND A GATE ON THE LEFT, TURN LEFT, PASS
 BC2486'THROUGH GATE AND GO NORTHWEST FOR 0.05 MI (0.08 KM) ON A PAVED DRIVE
 BC2486'TO A FLAGPOLE AND THE STATION AHEAD.  THE STATION IS PROJECTING 3 CM
 BC2486'ABOVE GROUND AND HAS BEEN DROVE OVER BY VEHICLES, THE EDGES OF THE BM
 BC2486'DISK AFFIXED TO THE TOP OF A STAINLESS STEEL ROD ARE TURNED DOWN BUT
 BC2486'THE ACTUAL SURVEYED POINT APPEARS TO BE UNDISTURBED, 53.7 FT (16.4 M)
 BC2486'NORTHEAST OF THE EAST CORNER OF A GARAGE, 43.0 FT (13.1 M)
 BC2486'WEST-SOUTHWEST OF THE WEST CORNER OF A WAREHOUSE, 37.6 FT (11.5 M)
 BC2486'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE OFFICE BUILDING AND 2.7 FT
 BC2486'(0.8 M) SOUTHEAST OF A FLAGPOLE.  DRL.
 BC2486
 BC2486                          STATION RECOVERY (1999)
 BC2486
 BC2486'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 1999
 BC2486'RECOVERED AS DESCRIBED.
 BC2486
 BC2486                          STATION RECOVERY (2002)
 BC2486
 BC2486'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 BC2486'RECOVERED AS DESCRIBED (ARG)
 BC2486'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2545 ***********************************************************************
 BC2545  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2545  DESIGNATION -  872 0220 B TIDAL
 BC2545  PID         -  BC2545
 BC2545  STATE/COUNTY-  FL/DUVAL
 BC2545  USGS QUAD   -  MAYPORT (1992)
 BC2545
 BC2545                         *CURRENT SURVEY CONTROL
 BC2545  ___________________________________________________________________
 BC2545* NAD 83(1986)-  30 23 37.     (N)    081 25 52.     (W)     SCALED    
 BC2545* NAVD 88     -         1.161  (meters)       3.81   (feet)  ADJUSTED  
 BC2545  ___________________________________________________________________
 BC2545  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC2545  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 BC2545  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BC2545
 BC2545  VERT ORDER  -  FIRST     CLASS II
 BC2545
 BC2545.The horizontal coordinates were scaled from a topographic map and have
 BC2545.an estimated accuracy of +/- 6 seconds.
 BC2545
 BC2545.The orthometric height was determined by differential leveling
 BC2545.and adjusted by the National Geodetic Survey in May 1994..
 BC2545
 BC2545.This Tidal Bench Mark is designated as VM 658
 BC2545.by the Center for Operational Oceanographic Products and Services.
 BC2545
 BC2545.This Tidal Bench Mark is designated as VM 13980
 BC2545.by the Center for Operational Oceanographic Products and Services.
 BC2545
 BC2545.The geoid height was determined by GEOID03.
 BC2545
 BC2545.The dynamic height is computed by dividing the NAVD 88
 BC2545.geopotential number by the normal gravity value computed on the
 BC2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2545.degrees latitude (g = 980.6199 gals.).
 BC2545
 BC2545.The modeled gravity was interpolated from observed gravity values.
 BC2545
 BC2545;                    North         East    Units  Estimated Accuracy
 BC2545;SPC FL E     -   671,580.      158,570.      MT  (+/- 180 meters Scaled)
 BC2545
 BC2545                          SUPERSEDED SURVEY CONTROL
 BC2545
 BC2545  NGVD 29 (09/01/92)    1.500  (m)            4.92   (f) ADJUSTED    1 2
 BC2545
 BC2545.Superseded values are not recommended for survey control.
 BC2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2545.See file dsdata.txt to determine how the superseded data were derived.
 BC2545
 BC2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP585624(NAD 83)
 BC2545_MARKER: DJ = TIDAL STATION DISK
 BC2545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2545_SP_SET: STAINLESS STEEL ROD
 BC2545_STAMPING: 0220 B 1978
 BC2545_MARK LOGO: NOS   
 BC2545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC2545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2545+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 BC2545
 BC2545  HISTORY     - Date     Condition        Report By
 BC2545  HISTORY     - 1978     MONUMENTED       NOS
 BC2545  HISTORY     - 1987     GOOD             FLDNR
 BC2545  HISTORY     - 19910419 GOOD             NGS
 BC2545
 BC2545                          STATION DESCRIPTION
 BC2545
 BC2545'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 BC2545'THE MARK IS SET IN THE FLORIDA DEPARTMENT OF TRANSPORTATION MAYPORT
 BC2545'FEERY MAINTENANCE YARD.  THE MARK BEARS 2.2 FEET WEST OF NORTH CORNER
 BC2545'OF WAREHOUSE, 29.4 FEET NORTH-NORTHEAST OF WEST CORNER OF WAREHOUSE,
 BC2545'68.3 FEET SOUTH-SOUTHEAST OF EAST CORNER OF A SHED AT THE BOAT RAMP,
 BC2545'AND 65.0 FEET NORTHEAST OF BENCH MARK 0220 A 1978. ROD DEPTH OF MARK
 BC2545'IS UNKNOWN.
 BC2545
 BC2545                          STATION RECOVERY (1991)
 BC2545
 BC2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2545'IN MAYPORT, AT 4610 OCEAN STREET, 20.5 M (67.3 FT) EAST-NORTHEAST OF
 BC2545'A FLAG POLE, 16.2 M (53.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 BC2545'THE FERRY MAINTENANCE OFFICE AT 4610 OCEAN STREET, 9.4 M (30.8 FT)
 BC2545'SOUTHWEST OF A CHAIN-LINK FENCE, AND 0.7 M (2.3 FT) NORTHWEST OF THE
 BC2545'NORTHWEST CORNER OF A PORCH ALONG THE WEST SIDE OF A WAREHOUSE.
 BC2545'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE
 BC2545'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2544 ***********************************************************************
 BC2544  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2544  DESIGNATION -  872 0220 C TIDAL
 BC2544  PID         -  BC2544
 BC2544  STATE/COUNTY-  FL/DUVAL
 BC2544  USGS QUAD   -  MAYPORT (1992)
 BC2544
 BC2544                         *CURRENT SURVEY CONTROL
 BC2544  ___________________________________________________________________
 BC2544* NAD 83(1986)-  30 23 40.     (N)    081 25 46.     (W)     SCALED    
 BC2544* NAVD 88     -         1.487  (meters)       4.88   (feet)  ADJUSTED  
 BC2544  ___________________________________________________________________
 BC2544  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC2544  DYNAMIC HT  -           1.485 (meters)       4.87  (feet)  COMP
 BC2544  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 BC2544
 BC2544  VERT ORDER  -  FIRST     CLASS II
 BC2544
 BC2544.The horizontal coordinates were scaled from a topographic map and have
 BC2544.an estimated accuracy of +/- 6 seconds.
 BC2544
 BC2544.The orthometric height was determined by differential leveling
 BC2544.and adjusted by the National Geodetic Survey in May 1994..
 BC2544
 BC2544.This Tidal Bench Mark is designated as VM 659
 BC2544.by the Center for Operational Oceanographic Products and Services.
 BC2544
 BC2544.This Tidal Bench Mark is designated as VM 17403
 BC2544.by the Center for Operational Oceanographic Products and Services.
 BC2544
 BC2544.The geoid height was determined by GEOID03.
 BC2544
 BC2544.The dynamic height is computed by dividing the NAVD 88
 BC2544.geopotential number by the normal gravity value computed on the
 BC2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2544.degrees latitude (g = 980.6199 gals.).
 BC2544
 BC2544.The modeled gravity was interpolated from observed gravity values.
 BC2544
 BC2544;                    North         East    Units  Estimated Accuracy
 BC2544;SPC FL E     -   671,670.      158,730.      MT  (+/- 180 meters Scaled)
 BC2544
 BC2544                          SUPERSEDED SURVEY CONTROL
 BC2544
 BC2544  NGVD 29 (09/01/92)    1.825  (m)            5.99   (f) ADJUSTED    1 2
 BC2544
 BC2544.Superseded values are not recommended for survey control.
 BC2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2544.See file dsdata.txt to determine how the superseded data were derived.
 BC2544
 BC2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587625(NAD 83)
 BC2544_MARKER: DJ = TIDAL STATION DISK
 BC2544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2544_SP_SET: STAINLESS STEEL ROD
 BC2544_STAMPING: 0220 C 1978
 BC2544_MARK LOGO: NOS   
 BC2544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC2544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2544+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 BC2544
 BC2544  HISTORY     - Date     Condition        Report By
 BC2544  HISTORY     - 1978     MONUMENTED       NOS
 BC2544  HISTORY     - 1987     GOOD             FLDNR
 BC2544  HISTORY     - 19910419 GOOD             NGS
 BC2544
 BC2544                          STATION DESCRIPTION
 BC2544
 BC2544'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 BC2544'BEGIN AT THE FLORIDA DEPARTMENT OF TRANSPORTATION MAYPORT FERRY
 BC2544'MAINTENANCE YARD, GO 0.15 MILE NORTHEAST ALONG STATE HIGHWAY A1A TO
 BC2544'THE INTERSECTION OF PALMER AVENUE.  THE MARK BEARS 165.3 FEET
 BC2544'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY A1A (OCEAN AVENUE), 13.8
 BC2544'FEET NORTHEAST OF THE CENTERLINE OF PALMER AVENUE, 23.5 FEET SOUTH OF
 BC2544'THE SOUTH CORNER OF A 48 FEET LONG BY 12 FEET WIDE WASTE WATER
 BC2544'TREATMENT TANK, AND 70.6 FEET SOUTHEAST OF BENCH MARK 12 7.861. ROD
 BC2544'DEPTH OF MARK IS UNKNOWN.
 BC2544
 BC2544                          STATION RECOVERY (1991)
 BC2544
 BC2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2544'IN MAYPORT, AT THE INTERSECTION OF OCEAN AND PALMER STREETS, 50.2 M
 BC2544'(164.7 FT) SOUTHEAST OF THE CENTERLINE OF OCEAN STREET, 21.0 M (68.9
 BC2544'FT) NORTHWEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE, 14.0 M
 BC2544'(45.9 FT) NORTHEAST OF THE BOTTOM STEP OF A HOUSE AT 1456 PALMER
 BC2544'STREET, 12.0 M (39.4 FT) NORTH OF UTILITY LIGHT POLE NUMBER 1450 WITH
 BC2544'A TRANSFORMER, AND 4.8 M (15.7 FT) NORTHEAST OF AND LEVEL WITH THE
 BC2544'CENTER OF PALMER STREET.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 BC2544'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0461 ***********************************************************************
 BC0461  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0461  DESIGNATION -  872 0220 TIDAL 12
 BC0461  PID         -  BC0461
 BC0461  STATE/COUNTY-  FL/DUVAL
 BC0461  USGS QUAD   -  MAYPORT (1992)
 BC0461
 BC0461                         *CURRENT SURVEY CONTROL
 BC0461  ___________________________________________________________________
 BC0461* NAD 83(1986)-  30 23 40.     (N)    081 25 46.     (W)     SCALED    
 BC0461* NAVD 88     -         2.044  (meters)       6.71   (feet)  ADJUSTED  
 BC0461  ___________________________________________________________________
 BC0461  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0461  DYNAMIC HT  -           2.041 (meters)       6.70  (feet)  COMP
 BC0461  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 BC0461
 BC0461  VERT ORDER  -  FIRST     CLASS II
 BC0461
 BC0461.The horizontal coordinates were scaled from a topographic map and have
 BC0461.an estimated accuracy of +/- 6 seconds.
 BC0461
 BC0461.The orthometric height was determined by differential leveling
 BC0461.and adjusted by the National Geodetic Survey in May 1994..
 BC0461.WARNING-Repeat measurements at this control monument indicate possible
 BC0461.vertical movement.
 BC0461
 BC0461.This Tidal Bench Mark is designated as VM 652
 BC0461.by the Center for Operational Oceanographic Products and Services.
 BC0461
 BC0461.This Tidal Bench Mark is designated as VM 17404
 BC0461.by the Center for Operational Oceanographic Products and Services.
 BC0461
 BC0461.The geoid height was determined by GEOID03.
 BC0461
 BC0461.The dynamic height is computed by dividing the NAVD 88
 BC0461.geopotential number by the normal gravity value computed on the
 BC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0461.degrees latitude (g = 980.6199 gals.).
 BC0461
 BC0461.The modeled gravity was interpolated from observed gravity values.
 BC0461
 BC0461;                    North         East    Units  Estimated Accuracy
 BC0461;SPC FL E     -   671,670.      158,730.      MT  (+/- 180 meters Scaled)
 BC0461
 BC0461                          SUPERSEDED SURVEY CONTROL
 BC0461
 BC0461  NAVD 88 (06/15/91)    2.057  (m)            6.75   (f) UNKNOWN     1 2
 BC0461  NGVD 29 (09/01/92)    2.382  (m)            7.81   (f) ADJUSTED    1 2
 BC0461
 BC0461.Superseded values are not recommended for survey control.
 BC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0461.See file dsdata.txt to determine how the superseded data were derived.
 BC0461
 BC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587625(NAD 83)
 BC0461_MARKER: DJ = TIDAL STATION DISK
 BC0461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0461_SP_SET: RETAINING WALL
 BC0461_STAMPING: 12 7.861
 BC0461_MARK LOGO: CGS   
 BC0461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0461+STABILITY: SURFACE MOTION
 BC0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0461+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 BC0461
 BC0461  HISTORY     - Date     Condition        Report By
 BC0461  HISTORY     - UNK      MONUMENTED       CGS
 BC0461  HISTORY     - 1970     GOOD             NGS
 BC0461  HISTORY     - 1987     GOOD             FLDNR
 BC0461  HISTORY     - 19910419 GOOD             NGS
 BC0461
 BC0461                          STATION DESCRIPTION
 BC0461
 BC0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0461'AT MAYPORT.
 BC0461'AT MAYPORT, ABOUT 0.25 MILE NORTHEAST ALONG OCEAN AVENUE FROM
 BC0461'THE POST OFFICE, NEAR THE JUNCTION OF OCEAN AVENUE AND PALMER
 BC0461'AVENUE, ON TOP OF A CONCRETE RETAINING WALL ALONG THE NORTHEAST
 BC0461'SIDE OF PALMER AVENUE, 96 FEET SOUTHEAST OF THE CENTER LINE OF
 BC0461'OCEAN AVENUE, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF PALMER
 BC0461'AVENUE, 22 FEET NORTHWEST OF THE NORTHWEST END OF A ROW OF STEPS
 BC0461'IN THE WALL, 1.5 FEET SOUTHEAST OF A POINT WHERE THE WALL STEPS
 BC0461'DOWN ABOUT 1 FOOT AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF PALMER
 BC0461'AVENUE.
 BC0461
 BC0461                          STATION RECOVERY (1987)
 BC0461
 BC0461'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0461'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STRICKLAND
 BC0461'APARTMENT HOUSE AND THE SIDEWALK ARE NO LONGER THERE.  THE MARK IS AT
 BC0461'THE CORNER OF PALMER AND OCEAN AVENUES, THE MARK BEARS 16.3 FEET
 BC0461'NORTHEAST OF THE CENTERLINE OF PALMER AVENUE, 94.5 FEET SOUTHEAST OF
 BC0461'THE CENTERLINE OF HICHWAY A1A, AND 18.9 FEET SOUTHWEST OF A POWER
 BC0461'POLE.  THE MARK IS 2 FT ABOVE THE ROAD.
 BC0461
 BC0461                          STATION RECOVERY (1991)
 BC0461
 BC0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0461'IN MAYPORT, AT THE INTERSECTION OF OCEAN AND PALMER STREETS, IN A
 BC0461'CONCRETE RETAINING WALL ALONG THE NORTHEAST SIDE OF PALMER STREET,
 BC0461'28.9 M (94.8 FT) SOUTHEAST OF THE CENTERLINE OF OCEAN STREET, 17.5 M
 BC0461'(57.4 FT) EAST OF UTILITY POLE NUMBER 20, 6.6 M (21.7 FT) NORTHWEST
 BC0461'OF THE SOUTHEAST END OF THE RETAINING WALL, 5.6 M (18.4 FT) NORTHEAST
 BC0461'OF CENTER OF PALMER STREET, 5.8 M (19.0 FT) SOUTH-SOUTHWEST OF
 BC0461'UTILITY POLE NUMBER 146, 0.5 M (1.6 FT) ABOVE THE LEVEL OF PALMER
 BC0461'STREET, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0462 ***********************************************************************
 BC0462  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0462  DESIGNATION -  872 0220 TIDAL 13
 BC0462  PID         -  BC0462
 BC0462  STATE/COUNTY-  FL/DUVAL
 BC0462  USGS QUAD   -  MAYPORT (1992)
 BC0462
 BC0462                         *CURRENT SURVEY CONTROL
 BC0462  ___________________________________________________________________
 BC0462* NAD 83(1986)-  30 23 36.     (N)    081 25 40.     (W)     SCALED    
 BC0462* NAVD 88     -         2.106  (meters)       6.91   (feet)  ADJUSTED  
 BC0462  ___________________________________________________________________
 BC0462  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0462  DYNAMIC HT  -           2.104 (meters)       6.90  (feet)  COMP
 BC0462  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC0462
 BC0462  VERT ORDER  -  FIRST     CLASS II
 BC0462
 BC0462.The horizontal coordinates were scaled from a topographic map and have
 BC0462.an estimated accuracy of +/- 6 seconds.
 BC0462
 BC0462.The orthometric height was determined by differential leveling
 BC0462.and adjusted by the National Geodetic Survey in June 1991..
 BC0462
 BC0462.This Tidal Bench Mark is designated as VM 653
 BC0462.by the Center for Operational Oceanographic Products and Services.
 BC0462
 BC0462.This Tidal Bench Mark is designated as VM 17405
 BC0462.by the Center for Operational Oceanographic Products and Services.
 BC0462
 BC0462.The geoid height was determined by GEOID03.
 BC0462
 BC0462.The dynamic height is computed by dividing the NAVD 88
 BC0462.geopotential number by the normal gravity value computed on the
 BC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0462.degrees latitude (g = 980.6199 gals.).
 BC0462
 BC0462.The modeled gravity was interpolated from observed gravity values.
 BC0462
 BC0462;                    North         East    Units  Estimated Accuracy
 BC0462;SPC FL E     -   671,550.      158,890.      MT  (+/- 180 meters Scaled)
 BC0462
 BC0462                          SUPERSEDED SURVEY CONTROL
 BC0462
 BC0462  NGVD 29 (09/01/92)    2.445  (m)            8.02   (f) ADJUSTED    1 2
 BC0462
 BC0462.Superseded values are not recommended for survey control.
 BC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0462.See file dsdata.txt to determine how the superseded data were derived.
 BC0462
 BC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP589624(NAD 83)
 BC0462_MARKER: DJ = TIDAL STATION DISK
 BC0462_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC0462+WITH SETTING: PAVEMENT
 BC0462_SP_SET: STEPS
 BC0462_STAMPING: 13 8.022
 BC0462_MARK LOGO: CGS   
 BC0462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0462+STABILITY: SURFACE MOTION
 BC0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0462+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 BC0462
 BC0462  HISTORY     - Date     Condition        Report By
 BC0462  HISTORY     - UNK      MONUMENTED       CGS
 BC0462  HISTORY     - 1970     GOOD             NGS
 BC0462  HISTORY     - 1987     GOOD             FLDNR
 BC0462  HISTORY     - 19910419 GOOD             NGS
 BC0462
 BC0462                          STATION DESCRIPTION
 BC0462
 BC0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0462'AT MAYPORT.
 BC0462'AT MAYPORT, ABOUT 0.25 MILE NORTHEAST ALONG OCEAN AVENUE FROM
 BC0462'THE POST OFFICE, THENCE 0.1 MILE SOUTHEAST ALONG PALMER AVENUE,
 BC0462'SET ON THE TOP OF THE NORTHWEST END OF THE SECOND STEP OF THREE
 BC0462'AT THE ENTRANCE TO PUBLIC SCHOOL NO. 32, 36 FEET NORTHEAST OF THE
 BC0462'CENTER LINE OF PALMER AVENUE, 20 FEET NORTH OF A FLAGPOLE, 7
 BC0462'FEET SOUTHWEST OF THE CENTER LINE OF ENTRANCE TO SCHOOL AND 1 FOOT
 BC0462'ABOVE THE LEVEL OF PALMER AVENUE.
 BC0462
 BC0462                          STATION RECOVERY (1987)
 BC0462
 BC0462'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0462'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT PUBLIC SCHOOL
 BC0462'NO. 32 IS NOW THE MARINE SCIENCE EDUCATION CENTER, SCHOOL NO. 32,
 BC0462'DUVAL COUNTY.
 BC0462
 BC0462                          STATION RECOVERY (1991)
 BC0462
 BC0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0462'IN MAYPORT, AT 1347 PALMER STREET, NEAR THE NORTHWEST END OF THE
 BC0462'BOTTOM STEP AT THE MAIN ENTRANCE TO THE MARINE SCIENCE EDUCATION
 BC0462'CENTER SCHOOL NUMBER 32, 15.2 M (49.9 FT) SOUTH-SOUTHEAST OF THE
 BC0462'NORTHWEST CORNER OF THE BUILDING, 10.4 M (34.1 FT) NORTHEAST OF THE
 BC0462'STREET CENTER, AND 6.1 M (20.0 FT) EAST-SOUTHEAST OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0456 ***********************************************************************
 BC0456  DESIGNATION -  872 0220 TIDAL 14
 BC0456  PID         -  BC0456
 BC0456  STATE/COUNTY-  FL/DUVAL
 BC0456  USGS QUAD   -  MAYPORT (1992)
 BC0456
 BC0456                         *CURRENT SURVEY CONTROL
 BC0456  ___________________________________________________________________
 BC0456* NAD 83(1986)-  30 23 40.     (N)    081 25 47.     (W)     SCALED    
 BC0456* NAVD 88     -         0.820  (meters)       2.69   (feet)  ADJUSTED  
 BC0456  ___________________________________________________________________
 BC0456  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0456  DYNAMIC HT  -           0.819 (meters)       2.69  (feet)  COMP
 BC0456  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 BC0456
 BC0456  VERT ORDER  -  FIRST     CLASS II
 BC0456
 BC0456.The horizontal coordinates were scaled from a topographic map and have
 BC0456.an estimated accuracy of +/- 6 seconds.
 BC0456
 BC0456.The orthometric height was determined by differential leveling
 BC0456.and adjusted by the National Geodetic Survey in June 1991..
 BC0456
 BC0456.The geoid height was determined by GEOID03.
 BC0456
 BC0456.The dynamic height is computed by dividing the NAVD 88
 BC0456.geopotential number by the normal gravity value computed on the
 BC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0456.degrees latitude (g = 980.6199 gals.).
 BC0456
 BC0456.The modeled gravity was interpolated from observed gravity values.
 BC0456
 BC0456;                    North         East    Units  Estimated Accuracy
 BC0456;SPC FL E     -   671,670.      158,710.      MT  (+/- 180 meters Scaled)
 BC0456
 BC0456                          SUPERSEDED SURVEY CONTROL
 BC0456
 BC0456  NGVD 29 (??/??/92)    1.16   (m)            3.8    (f) COMPUTED    1 2
 BC0456
 BC0456.Superseded values are not recommended for survey control.
 BC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0456.See file dsdata.txt to determine how the superseded data were derived.
 BC0456
 BC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587625(NAD 83)
 BC0456_MARKER: DJ = TIDAL STATION DISK
 BC0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0456_STAMPING: 3.806 14
 BC0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0456+STABILITY: SURFACE MOTION
 BC0456
 BC0456  HISTORY     - Date     Condition        Report By
 BC0456  HISTORY     - UNK      MONUMENTED       CGS
 BC0456  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0456
 BC0456                          STATION DESCRIPTION
 BC0456
 BC0456'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 BC0456'AT MAYPORT.
 BC0456'THE MARK IS LOCATED ON ST. JOHNS RIVER, ON THE CORPS OF ENGINEERS,
 BC0456'U.S. ARMY RESERVATION, 43 FEET WEST AND 29.5 FEET SOUTH OF THE
 BC0456'SOUTHWEST CORNER OF THE WAREHOUSE, 2 FEET EAST OF THE RIVERBANK,
 BC0456'AND 1 FOOT UNDERGROUND.  A STANDARD DISK SET IN THE TOP OF A
 BC0456'CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A WOODEN BOX WITH
 BC0456'THE TOP JUST BELOW THE SURFACE OF THE GROUND.
 BC0456
 BC0456                          STATION RECOVERY (1970)
 BC0456
 BC0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0465 ***********************************************************************
 BC0465  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0465  DESIGNATION -  872 0220 TIDAL 15
 BC0465  PID         -  BC0465
 BC0465  STATE/COUNTY-  FL/DUVAL
 BC0465  USGS QUAD   -  MAYPORT (1992)
 BC0465
 BC0465                         *CURRENT SURVEY CONTROL
 BC0465  ___________________________________________________________________
 BC0465* NAD 83(1986)-  30 23 44.     (N)    081 25 44.     (W)     SCALED    
 BC0465* NAVD 88     -         0.887  (meters)       2.91   (feet)  ADJUSTED  
 BC0465  ___________________________________________________________________
 BC0465  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0465  DYNAMIC HT  -           0.886 (meters)       2.91  (feet)  COMP
 BC0465  MODELED GRAV-     979,364.8   (mgal)                       NAVD 88
 BC0465
 BC0465  VERT ORDER  -  SECOND    CLASS I
 BC0465
 BC0465.The horizontal coordinates were scaled from a topographic map and have
 BC0465.an estimated accuracy of +/- 6 seconds.
 BC0465
 BC0465.The orthometric height was determined by differential leveling
 BC0465.and adjusted by the National Geodetic Survey in April 2002..
 BC0465
 BC0465.This Tidal Bench Mark is designated as VM 651
 BC0465.by the Center for Operational Oceanographic Products and Services.
 BC0465
 BC0465.The geoid height was determined by GEOID03.
 BC0465
 BC0465.The dynamic height is computed by dividing the NAVD 88
 BC0465.geopotential number by the normal gravity value computed on the
 BC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0465.degrees latitude (g = 980.6199 gals.).
 BC0465
 BC0465.The modeled gravity was interpolated from observed gravity values.
 BC0465
 BC0465;                    North         East    Units  Estimated Accuracy
 BC0465;SPC FL E     -   671,790.      158,790.      MT  (+/- 180 meters Scaled)
 BC0465
 BC0465                          SUPERSEDED SURVEY CONTROL
 BC0465
 BC0465  NAVD 88 (06/15/91)    0.911  (m)            2.99   (f) UNKNOWN     1 2
 BC0465  NGVD 29 (??/??/92)    1.25   (m)            4.1    (f) COMPUTED    1 2
 BC0465
 BC0465.Superseded values are not recommended for survey control.
 BC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0465.See file dsdata.txt to determine how the superseded data were derived.
 BC0465
 BC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP588626(NAD 83)
 BC0465_MARKER: DJ = TIDAL STATION DISK
 BC0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0465_STAMPING: 15 15
 BC0465_MARK LOGO: CGS   
 BC0465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0465+STABILITY: SURFACE MOTION
 BC0465
 BC0465  HISTORY     - Date     Condition        Report By
 BC0465  HISTORY     - 1929     MONUMENTED       CGS
 BC0465  HISTORY     - 1958     GOOD             NGS
 BC0465  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0465  HISTORY     - 1987     GOOD             FLDNR
 BC0465
 BC0465                          STATION DESCRIPTION
 BC0465
 BC0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BC0465'AT MAYPORT.
 BC0465'THE MARK IS LOCATED ON THE PROPERTY OF THE STATE HIGHWAY DEPARTMENT
 BC0465'(ST. JOHNS RIVER FERRY SERVICE), AT THE INTERSECTION OF OCEAN
 BC0465'AND HENRY STREETS, 40.3 FEET NORTHWEST OF THE SOUTHWEST CORNER
 BC0465'OF A DWELLING OF THE YARD-SUPERINTENDENT, 36.0 FEET EAST OF THE
 BC0465'NORTHEAST CORNER OF GARAGE AND IN LINE WITH NORTH FACE OF
 BC0465'DWELLING, 1.3 FEET UNDERGROUND, SET IN A CONCRETE POST, ACCESS TO
 BC0465'WHICH IS HAD THROUGH A WOODEN BOX WHICH IS ABOUT 4 INCHES BELOW
 BC0465'THE SURFACE OF THE GROUND.
 BC0465
 BC0465                          STATION RECOVERY (1970)
 BC0465
 BC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0465'MARK NOT FOUND.
 BC0465
 BC0465                          STATION RECOVERY (1987)
 BC0465
 BC0465'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0465'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  NOTE THAT 15 WAS
 BC0465'STAMPED ON THE DISK TWICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0466 ***********************************************************************
 BC0466  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0466  DESIGNATION -  872 0220 TIDAL 9
 BC0466  PID         -  BC0466
 BC0466  STATE/COUNTY-  FL/DUVAL
 BC0466  USGS QUAD   -  MAYPORT (1992)
 BC0466
 BC0466                         *CURRENT SURVEY CONTROL
 BC0466  ___________________________________________________________________
 BC0466* NAD 83(1986)-  30 23 36.     (N)    081 25 50.     (W)     SCALED    
 BC0466* NAVD 88     -         0.918  (meters)       3.01   (feet)  ADJUSTED  
 BC0466  ___________________________________________________________________
 BC0466  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0466  DYNAMIC HT  -           0.917 (meters)       3.01  (feet)  COMP
 BC0466  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC0466
 BC0466  VERT ORDER  -  SECOND    CLASS I
 BC0466
 BC0466.The horizontal coordinates were scaled from a topographic map and have
 BC0466.an estimated accuracy of +/- 6 seconds.
 BC0466
 BC0466.The orthometric height was determined by differential leveling
 BC0466.and adjusted by the National Geodetic Survey in April 2002..
 BC0466
 BC0466.This Tidal Bench Mark is designated as VM 660
 BC0466.by the Center for Operational Oceanographic Products and Services.
 BC0466
 BC0466.The geoid height was determined by GEOID03.
 BC0466
 BC0466.The dynamic height is computed by dividing the NAVD 88
 BC0466.geopotential number by the normal gravity value computed on the
 BC0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0466.degrees latitude (g = 980.6199 gals.).
 BC0466
 BC0466.The modeled gravity was interpolated from observed gravity values.
 BC0466
 BC0466;                    North         East    Units  Estimated Accuracy
 BC0466;SPC FL E     -   671,550.      158,620.      MT  (+/- 180 meters Scaled)
 BC0466
 BC0466                          SUPERSEDED SURVEY CONTROL
 BC0466
 BC0466  NAVD 88 (06/15/91)    0.923  (m)            3.03   (f) UNKNOWN     1 2
 BC0466  NGVD 29 (??/??/92)    1.262  (m)            4.14   (f) ADJ UNCH    1 2
 BC0466
 BC0466.Superseded values are not recommended for survey control.
 BC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0466.See file dsdata.txt to determine how the superseded data were derived.
 BC0466
 BC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP586624(NAD 83)
 BC0466_MARKER: P = PIPE CAP
 BC0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BC0466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BC0466_MARK LOGO: CGS   
 BC0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0466
 BC0466  HISTORY     - Date     Condition        Report By
 BC0466  HISTORY     - UNK      MONUMENTED       CGS
 BC0466  HISTORY     - 1958     GOOD             CGS
 BC0466  HISTORY     - 1974     MARK NOT FOUND   NGS
 BC0466  HISTORY     - 1987     GOOD             FLDNR
 BC0466
 BC0466                          STATION DESCRIPTION
 BC0466
 BC0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BC0466'AT MAYPORT.
 BC0466'THE MARK IS LOCATED ON THE PROPERTY OF THE STATE HIGHWAY DEPARTMENT
 BC0466'(ST. JOHNS FERRY SERVICE), 46.0 FEET WEST OF CENTERLINE OF OCEAN
 BC0466'STREET, 34.0 FEET SOUTHWEST OF FENCE CORNER IN THE NORTHEAST
 BC0466'CORNER OF STATE PROPERTY AND 3.2 FEET EAST OF NORTHEAST CORNER
 BC0466'OF WAREHOUSE.  AN IRON CAP, RIVETED ON THE TOP OF A 1-INCH
 BC0466'GALVANIZED-IRON PIPE, SET IN THE TOP OF A 4-INCH TERRA-COTTA PIPE
 BC0466'WHICH IS SET IN CEMENT ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BC0466'GROUND AND IS BOXED IN WITH TOP OF BOX JUST BELOW THE SURFACE
 BC0466'OF THE GROUND.
 BC0466
 BC0466                          STATION RECOVERY (1974)
 BC0466
 BC0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0466'ASSUMED DESTROYED.
 BC0466
 BC0466                          STATION RECOVERY (1987)
 BC0466
 BC0466'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0466'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT NOW A PVC SLEEVE
 BC0466'IS AROUND THE IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1410 ***********************************************************************
 BC1410  DESIGNATION -  872 0221 B TIDAL
 BC1410  PID         -  BC1410
 BC1410  STATE/COUNTY-  FL/DUVAL
 BC1410  USGS QUAD   -  EASTPORT (1992)
 BC1410
 BC1410                         *CURRENT SURVEY CONTROL
 BC1410  ___________________________________________________________________
 BC1410* NAD 83(1986)-  30 23 16.     (N)    081 30 28.     (W)     SCALED    
 BC1410* NAVD 88     -         3.437  (meters)      11.28   (feet)  ADJUSTED  
 BC1410  ___________________________________________________________________
 BC1410  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC1410  DYNAMIC HT  -           3.432 (meters)      11.26  (feet)  COMP
 BC1410  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC1410
 BC1410  VERT ORDER  -  SECOND    CLASS I
 BC1410
 BC1410.The horizontal coordinates were scaled from a topographic map and have
 BC1410.an estimated accuracy of +/- 6 seconds.
 BC1410
 BC1410.The orthometric height was determined by differential leveling
 BC1410.and adjusted by the National Geodetic Survey in June 1991..
 BC1410
 BC1410.The geoid height was determined by GEOID03.
 BC1410
 BC1410.The dynamic height is computed by dividing the NAVD 88
 BC1410.geopotential number by the normal gravity value computed on the
 BC1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1410.degrees latitude (g = 980.6199 gals.).
 BC1410
 BC1410.The modeled gravity was interpolated from observed gravity values.
 BC1410
 BC1410;                    North         East    Units  Estimated Accuracy
 BC1410;SPC FL E     -   670,960.      151,200.      MT  (+/- 180 meters Scaled)
 BC1410
 BC1410                          SUPERSEDED SURVEY CONTROL
 BC1410
 BC1410  NGVD 29 (09/01/92)    3.762  (m)           12.34   (f) ADJUSTED    2 1
 BC1410
 BC1410.Superseded values are not recommended for survey control.
 BC1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1410.See file dsdata.txt to determine how the superseded data were derived.
 BC1410
 BC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512618(NAD 83)
 BC1410_MARKER: DD = SURVEY DISK
 BC1410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1410_SP_SET: COPPER-CLAD STEEL ROD
 BC1410_STAMPING: 0221 B 1977
 BC1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1410
 BC1410  HISTORY     - Date     Condition        Report By
 BC1410  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1410  HISTORY     - 1978     GOOD             FLDNR
 BC1410
 BC1410                          STATION DESCRIPTION
 BC1410
 BC1410'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1410'JACKSONVILLE.
 BC1410'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED 0.5 MILES WEST
 BC1410'ALONG FORT CAROLINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD,
 BC1410'THENCE NORTH ALONG FULTON ROAD 0.5 MILES TO THE END OF THE PAVEMENT,
 BC1410'THENCE NORTH 0.2 MILES TO A DIRT TRAIL THAT LEADS NORTHEAST OFF
 BC1410'OF FULTON ROAD. THE MARK BEARS 70 FEET NORTHWEST OF THE INTERSECTION,
 BC1410'12 FEET EAST OF CENTERLINE OF FULTON ROAD, 84.5 FEET SOUTH OF A POWER
 BC1410'POLE.
 BC1410
 BC1410                          STATION RECOVERY (1978)
 BC1410
 BC1410'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1411 ***********************************************************************
 BC1411  DESIGNATION -  872 0221 C TIDAL
 BC1411  PID         -  BC1411
 BC1411  STATE/COUNTY-  FL/DUVAL
 BC1411  USGS QUAD   -  EASTPORT (1992)
 BC1411
 BC1411                         *CURRENT SURVEY CONTROL
 BC1411  ___________________________________________________________________
 BC1411* NAD 83(1986)-  30 23 07.     (N)    081 30 32.     (W)     SCALED    
 BC1411* NAVD 88     -         7.979  (meters)      26.18   (feet)  ADJUSTED  
 BC1411  ___________________________________________________________________
 BC1411  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BC1411  DYNAMIC HT  -           7.968 (meters)      26.14  (feet)  COMP
 BC1411  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BC1411
 BC1411  VERT ORDER  -  SECOND    CLASS I
 BC1411
 BC1411.The horizontal coordinates were scaled from a topographic map and have
 BC1411.an estimated accuracy of +/- 6 seconds.
 BC1411
 BC1411.The orthometric height was determined by differential leveling
 BC1411.and adjusted by the National Geodetic Survey in June 1991..
 BC1411
 BC1411.The geoid height was determined by GEOID03.
 BC1411
 BC1411.The dynamic height is computed by dividing the NAVD 88
 BC1411.geopotential number by the normal gravity value computed on the
 BC1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1411.degrees latitude (g = 980.6199 gals.).
 BC1411
 BC1411.The modeled gravity was interpolated from observed gravity values.
 BC1411
 BC1411;                    North         East    Units  Estimated Accuracy
 BC1411;SPC FL E     -   670,690.      151,090.      MT  (+/- 180 meters Scaled)
 BC1411
 BC1411                          SUPERSEDED SURVEY CONTROL
 BC1411
 BC1411  NGVD 29 (09/01/92)    8.304  (m)           27.24   (f) ADJUSTED    2 1
 BC1411
 BC1411.Superseded values are not recommended for survey control.
 BC1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1411.See file dsdata.txt to determine how the superseded data were derived.
 BC1411
 BC1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP511615(NAD 83)
 BC1411_MARKER: DD = SURVEY DISK
 BC1411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1411_SP_SET: COPPER-CLAD STEEL ROD
 BC1411_STAMPING: 0221 C
 BC1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1411
 BC1411  HISTORY     - Date     Condition        Report By
 BC1411  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1411  HISTORY     - 1978     GOOD             FLDNR
 BC1411
 BC1411                          STATION DESCRIPTION
 BC1411
 BC1411'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1411'JACKSONVILLE.
 BC1411'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED 0.5 MILES WEST
 BC1411'ALONG FORT CAROLINE ROAD FROM THE INTERSECTION OF FULTON ROAD,
 BC1411'THENCE 0.5 MILES NORTH ALONG FULTON ROAD TO THE END OF THE PAVEMENT,
 BC1411'THE MARK BEARS 230 FEET NORTHEAST OF THE EDGE OF THE PAVEMENT,
 BC1411'12 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE DIRT CONTINUATION
 BC1411'OF FULTON ROAD, 66.5 FEET SOUTH OF A POWER POLE ON THE WEST SIDE
 BC1411'OF THE DIRT CONTINUATION OF FULTON ROAD.
 BC1411
 BC1411                          STATION RECOVERY (1978)
 BC1411
 BC1411'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1412 ***********************************************************************
 BC1412  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1412  DESIGNATION -  872 0221 D TIDAL
 BC1412  PID         -  BC1412
 BC1412  STATE/COUNTY-  FL/DUVAL
 BC1412  USGS QUAD   -  EASTPORT (1992)
 BC1412
 BC1412                         *CURRENT SURVEY CONTROL
 BC1412  ___________________________________________________________________
 BC1412* NAD 83(1986)-  30 22 43.     (N)    081 30 37.     (W)     SCALED    
 BC1412* NAVD 88     -         6.342  (meters)      20.81   (feet)  ADJUSTED  
 BC1412  ___________________________________________________________________
 BC1412  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BC1412  DYNAMIC HT  -           6.334 (meters)      20.78  (feet)  COMP
 BC1412  MODELED GRAV-     979,363.8   (mgal)                       NAVD 88
 BC1412
 BC1412  VERT ORDER  -  SECOND    CLASS I
 BC1412
 BC1412.The horizontal coordinates were scaled from a topographic map and have
 BC1412.an estimated accuracy of +/- 6 seconds.
 BC1412
 BC1412.The orthometric height was determined by differential leveling
 BC1412.and adjusted by the National Geodetic Survey in June 2006..
 BC1412.No vertical observational check was made to the station.
 BC1412
 BC1412.This Tidal Bench Mark is designated as VM 5114
 BC1412.by the Center for Operational Oceanographic Products and Services.
 BC1412
 BC1412.The geoid height was determined by GEOID03.
 BC1412
 BC1412.The dynamic height is computed by dividing the NAVD 88
 BC1412.geopotential number by the normal gravity value computed on the
 BC1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1412.degrees latitude (g = 980.6199 gals.).
 BC1412
 BC1412.The modeled gravity was interpolated from observed gravity values.
 BC1412
 BC1412;                    North         East    Units  Estimated Accuracy
 BC1412;SPC FL E     -   669,950.      150,960.      MT  (+/- 180 meters Scaled)
 BC1412
 BC1412                          SUPERSEDED SURVEY CONTROL
 BC1412
 BC1412  NAVD 88 (06/15/91)    6.178  (m)           20.27   (f) UNKNOWN     2 1
 BC1412  NGVD 29 (09/01/92)    6.503  (m)           21.34   (f) ADJUSTED    2 1
 BC1412
 BC1412.Superseded values are not recommended for survey control.
 BC1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1412.See file dsdata.txt to determine how the superseded data were derived.
 BC1412
 BC1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP509608(NAD 83)
 BC1412_MARKER: DJ = TIDAL STATION DISK
 BC1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1412_SP_SET: COPPER-CLAD STEEL ROD
 BC1412_STAMPING: 0221 D 1977
 BC1412_MARK LOGO: NOS   
 BC1412_PROJECTION: PROJECTING 10 CENTIMETERS
 BC1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1412+STABILITY: SURFACE MOTION
 BC1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1412+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 BC1412
 BC1412  HISTORY     - Date     Condition        Report By
 BC1412  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1412  HISTORY     - 1978     GOOD             FLDNR
 BC1412  HISTORY     - 1979     GOOD             FLDNR
 BC1412  HISTORY     - 1985     GOOD             FLDNR
 BC1412  HISTORY     - 1987     GOOD             FLDNR
 BC1412  HISTORY     - 20010217 GOOD             INDIV
 BC1412  HISTORY     - 20040711 GOOD             FLDEP
 BC1412
 BC1412                          STATION DESCRIPTION
 BC1412
 BC1412'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1412'JACKSONVILLE.
 BC1412'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED WEST 0.5 MILES
 BC1412'ALONG FORT CAROLINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD.
 BC1412'THE MARK BEARS 153 FEET NORTH OF THE INTERSECTION OF FORT CAROLINE
 BC1412'ROAD WITH FULTON ROAD, 17.5 FEET EAST OF THE CENTERLINE OF FULTON
 BC1412'ROAD, AND 15 FEET SOUTHWEST OF A 24 INCH DIAMETER OAK TREE.
 BC1412
 BC1412                          STATION RECOVERY (1978)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (1979)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (1985)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (1987)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1412'RECOVERED AS DESCRIBED.
 BC1412
 BC1412                          STATION RECOVERY (2001)
 BC1412
 BC1412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (2004)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1412'THE MARK IS NEAR JACKSONVILLE, IN SECTION 51, TOWNSHIP 1 SOUTH, RANGE
 BC1412'28 EAST.
 BC1412' 
 BC1412'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 BC1412'CAROLINE ROAD  IN THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 BC1412'SOUTHWEST ON FORT CAROLINE ROAD  FOR 0.5 MI TO THE JUNCTION OF FULTON
 BC1412'ROAD AND THE MARK ON THE RIGHT, SET IN TOP OF A  ROUND CONCRETE
 BC1412'MONUMENT PROJECTING 0.4 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT
 BC1412'LEVEL WITH FULTON ROAD.
 BC1412' 
 BC1412'LOCATED 153.0 FT NORTH OF THE JUNCTION OF FORT CAROLINE ROAD AND
 BC1412'FULTON ROAD, 18.4 FT  EAST OF THE CENTERLINE OF FULTON ROAD, 15.0 FT
 BC1412'SOUTH-SOUTHWEST 0F A 30-INCH OAK TREE AND  0.8 FT NORTH OF THE NORTH
 BC1412'EDGE OF THE CONCRETE DRIVEWAY TO THE RESIDENCE AT 4301  FULTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1413 ***********************************************************************
 BC1413  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1413  DESIGNATION -  872 0221 E TIDAL
 BC1413  PID         -  BC1413
 BC1413  STATE/COUNTY-  FL/DUVAL
 BC1413  USGS QUAD   -  ARLINGTON (1992)
 BC1413
 BC1413                         *CURRENT SURVEY CONTROL
 BC1413  ___________________________________________________________________
 BC1413* NAD 83(1986)-  30 22 06.     (N)    081 30 55.     (W)     SCALED    
 BC1413* NAVD 88     -        10.780  (meters)      35.37   (feet)  ADJUSTED  
 BC1413  ___________________________________________________________________
 BC1413  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BC1413  DYNAMIC HT  -          10.766 (meters)      35.32  (feet)  COMP
 BC1413  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BC1413
 BC1413  VERT ORDER  -  SECOND    CLASS I
 BC1413
 BC1413.The horizontal coordinates were scaled from a topographic map and have
 BC1413.an estimated accuracy of +/- 6 seconds.
 BC1413
 BC1413.The orthometric height was determined by differential leveling
 BC1413.and adjusted by the National Geodetic Survey in June 1991..
 BC1413
 BC1413.This Tidal Bench Mark is designated as VM 5115
 BC1413.by the Center for Operational Oceanographic Products and Services.
 BC1413
 BC1413.The geoid height was determined by GEOID03.
 BC1413
 BC1413.The dynamic height is computed by dividing the NAVD 88
 BC1413.geopotential number by the normal gravity value computed on the
 BC1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1413.degrees latitude (g = 980.6199 gals.).
 BC1413
 BC1413.The modeled gravity was interpolated from observed gravity values.
 BC1413
 BC1413;                    North         East    Units  Estimated Accuracy
 BC1413;SPC FL E     -   668,810.      150,470.      MT  (+/- 180 meters Scaled)
 BC1413
 BC1413                          SUPERSEDED SURVEY CONTROL
 BC1413
 BC1413  NGVD 29 (09/01/92)   11.106  (m)           36.44   (f) ADJUSTED    2 1
 BC1413
 BC1413.Superseded values are not recommended for survey control.
 BC1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1413.See file dsdata.txt to determine how the superseded data were derived.
 BC1413
 BC1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP504597(NAD 83)
 BC1413_MARKER: DJ = TIDAL STATION DISK
 BC1413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1413_SP_SET: TRANSMISSION TOWER BASE
 BC1413_STAMPING: 0221 E 1977
 BC1413_MARK LOGO: NOS   
 BC1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1413+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 BC1413
 BC1413  HISTORY     - Date     Condition        Report By
 BC1413  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1413  HISTORY     - 1979     GOOD             FLDNR
 BC1413  HISTORY     - 1985     GOOD             FLDNR
 BC1413  HISTORY     - 1987     GOOD             FLDNR
 BC1413  HISTORY     - 20040711 GOOD             FLDEP
 BC1413
 BC1413                          STATION DESCRIPTION
 BC1413
 BC1413'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1413'JACKSONVILLE.
 BC1413'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED 1.3 MILES WEST
 BC1413'ALONG FORT CARLOINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD.
 BC1413'THE MARK BEARS 80 FEET EAST OF THE CENTERLINE OF FORT CARLIOLINE
 BC1413'ROAD, IN THE BASE OF THE NORTHERN MOST POWER LINE STRUCTURE AT
 BC1413'THE SOUTHWEST CORNER. THE MARK BEARS 41.5 FEET NORTHEAST OF A
 BC1413'POWER POLE, 66 FEET NORTHWEST OF THE SOUTHEAST POWERLINE TRANSFORMER
 BC1413'ON THE EAST SIDE OF FORT CAROLINE ROAD.
 BC1413
 BC1413                          STATION RECOVERY (1979)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1413'RECOVERED IN GOOD CONDITION.
 BC1413
 BC1413                          STATION RECOVERY (1985)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1413'RECOVERED IN GOOD CONDITION.
 BC1413
 BC1413                          STATION RECOVERY (1987)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1413'RECOVERED AS DESCRIBED.
 BC1413
 BC1413                          STATION RECOVERY (2004)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1413'THE MARK IS NEAR JACKSONVILLE, IN SECTION 5, TOWNSHIP 2 SOUTH, RANGE
 BC1413'28 EAST.
 BC1413' 
 BC1413'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 BC1413'CAROLINE ROAD IN  THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 BC1413'SOUTHWEST ON FORT CAROLINE ROAD  FOR 1.3 MI TO THE MARK ON THE LEFT,
 BC1413'SET IN THE SOUTHWEST CORNER OF THE SOUTHWEST  CONCRETE BASE FOR THE
 BC1413'MIDDLE OF 3 ELECTRIC TRANSMISSION TOWERS ABOUT 2.5 FT ABOVE  THE LEVEL
 BC1413'OF THE GROUND.
 BC1413' 
 BC1413'LOCATED 80.0 FT EAST OF THE CENTERLINE OF FORT CAROLINE ROAD, 66.0 FT
 BC1413'NORTHWEST OF THE  NORTHERNMOST LEG OF THE SOUTHERNMOST OF 3
 BC1413'TRANSMISSION TOWERS AND 1.0 FT EAST OF A  CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2398 ***********************************************************************
 BC2398  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2398  DESIGNATION -  872 0221 G TIDAL
 BC2398  PID         -  BC2398
 BC2398  STATE/COUNTY-  FL/DUVAL
 BC2398  USGS QUAD   -  EASTPORT (1992)
 BC2398
 BC2398                         *CURRENT SURVEY CONTROL
 BC2398  ___________________________________________________________________
 BC2398* NAD 83(1986)-  30 23 11.     (N)    081 30 27.     (W)     SCALED    
 BC2398* NAVD 88     -         9.917  (meters)      32.54   (feet)  ADJUSTED  
 BC2398  ___________________________________________________________________
 BC2398  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2398  DYNAMIC HT  -           9.904 (meters)      32.49  (feet)  COMP
 BC2398  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BC2398
 BC2398  VERT ORDER  -  SECOND    CLASS I
 BC2398
 BC2398.The horizontal coordinates were scaled from a topographic map and have
 BC2398.an estimated accuracy of +/- 6 seconds.
 BC2398
 BC2398.The orthometric height was determined by differential leveling
 BC2398.and adjusted by the National Geodetic Survey in June 2006..
 BC2398.No vertical observational check was made to the station.
 BC2398
 BC2398.This Tidal Bench Mark is designated as VM 5117
 BC2398.by the Center for Operational Oceanographic Products and Services.
 BC2398
 BC2398.The geoid height was determined by GEOID03.
 BC2398
 BC2398.The dynamic height is computed by dividing the NAVD 88
 BC2398.geopotential number by the normal gravity value computed on the
 BC2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2398.degrees latitude (g = 980.6199 gals.).
 BC2398
 BC2398.The modeled gravity was interpolated from observed gravity values.
 BC2398
 BC2398;                    North         East    Units  Estimated Accuracy
 BC2398;SPC FL E     -   670,810.      151,230.      MT  (+/- 180 meters Scaled)
 BC2398
 BC2398                          SUPERSEDED SURVEY CONTROL
 BC2398
 BC2398  NAVD 88 (??/??/92)    9.917  (m)           32.54   (f) UNKNOWN     3 0
 BC2398  NGVD 29 (09/01/92)   10.242  (m)           33.60   (f) ADJUSTED    2 1
 BC2398
 BC2398.Superseded values are not recommended for survey control.
 BC2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2398.See file dsdata.txt to determine how the superseded data were derived.
 BC2398
 BC2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512617(NAD 83)
 BC2398_MARKER: DJ = TIDAL STATION DISK
 BC2398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2398_SP_SET: STAINLESS STEEL ROD
 BC2398_STAMPING: 0221 G 1982
 BC2398_MARK LOGO: NOS   
 BC2398_PROJECTION: FLUSH
 BC2398_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2398+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 BC2398_ROD/PIPE-DEPTH: 9.75 meters
 BC2398
 BC2398  HISTORY     - Date     Condition        Report By
 BC2398  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2398  HISTORY     - 1985     GOOD             FLDNR
 BC2398  HISTORY     - 1987     GOOD             FLDNR
 BC2398  HISTORY     - 20040711 GOOD             FLDEP
 BC2398
 BC2398                          STATION DESCRIPTION
 BC2398
 BC2398'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2398'IN JACKSONVILLE.
 BC2398'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO
 BC2398'0.5 MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD,
 BC2398'GO 0.55 MILE NORTHERLY ON FULTON ROAD TO THE MARK.  THE MARK BEARS
 BC2398'26.9 FEET EAST OF THE CENTERLINE OF FULTON ROAD, 57.5 FEET NORTH OF
 BC2398'THE CENTERLINE OF MARTHAS VINEYARD COURT, 74.5 FEET SOUTH OF A POWER
 BC2398'POLE, 5.4 FEET NORTHWEST OF THE SOUTH END OF A WOODEN FENCE WITH A
 BC2398'STONE POST, AND 1 FOOT WEST OF A WITNESS POST.
 BC2398'THE MARK IS 3 FT ABOVE ROAD.
 BC2398
 BC2398                          STATION RECOVERY (1987)
 BC2398
 BC2398'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC2398'AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5 MILE
 BC2398'WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO 0.55
 BC2398'MILE NORTHERLY ON FULTON ROAD TO THE MARK.  THE MARK BEARS 26.9 FEET
 BC2398'EAST OF THE CENTERLINE OF FULTON ROAD, 57.5 FEET NORTH OF THE
 BC2398'CENTERLINE OF MARTHAS VINEYARD COURT, 74.5 FEET SOUTH OF A POWER POLE,
 BC2398'AND 5.4 FEET NORTHWEST OF THE SOUTH END OF A WOODEN FENCE WITH A STONE
 BC2398'COLUMN POST.  NOTE -  THE PVC IS GONE AND HAS BEEN REPLACED WITH
 BC2398'WOODEN SLATS BY ANOTHER PARTY.  THE MARK IS 3 FT ABOVE THE ROAD.  THE
 BC2398'MARK IS 1.0 E FROM A WHITNESS POST.
 BC2398
 BC2398                          STATION RECOVERY (2004)
 BC2398
 BC2398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2398'RECOVERED IN GOOD CONDITION.
 BC2398' 
 BC2398'THE MARK IN THE SMALL COMMUNITY OF BEACON HILLS, IN SECTION 47,
 BC2398'TOWNSHIP 1 SOUTH, RANGE  28 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2399 ***********************************************************************
 BC2399  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2399  DESIGNATION -  872 0221 J TIDAL
 BC2399  PID         -  BC2399
 BC2399  STATE/COUNTY-  FL/DUVAL
 BC2399  USGS QUAD   -  EASTPORT (1992)
 BC2399
 BC2399                         *CURRENT SURVEY CONTROL
 BC2399  ___________________________________________________________________
 BC2399* NAD 83(1986)-  30 23 21.     (N)    081 30 27.     (W)     SCALED    
 BC2399* NAVD 88     -         1.519  (meters)       4.98   (feet)  POSTED    
 BC2399  ___________________________________________________________________
 BC2399  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2399  DYNAMIC HT  -           1.520 (meters)       4.99  (feet)  COMP
 BC2399  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 BC2399
 BC2399  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BC2399
 BC2399.The horizontal coordinates were scaled from a topographic map and have
 BC2399.an estimated accuracy of +/- 6 seconds.
 BC2399
 BC2399.The orthometric height was determined by differential leveling
 BC2399.and adjusted by the National Geodetic Survey in 1992..
 BC2399.No vertical observational check was made to the station.
 BC2399.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BC2399.was located on a no-check spur therefore a value was not computed.
 BC2399
 BC2399.This Tidal Bench Mark is designated as VM 5119
 BC2399.by the Center for Operational Oceanographic Products and Services.
 BC2399
 BC2399.The geoid height was determined by GEOID03.
 BC2399
 BC2399.The dynamic height is computed by dividing the NAVD 88
 BC2399.geopotential number by the normal gravity value computed on the
 BC2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2399.degrees latitude (g = 980.6199 gals.).
 BC2399
 BC2399.The modeled gravity was interpolated from observed gravity values.
 BC2399
 BC2399;                    North         East    Units  Estimated Accuracy
 BC2399;SPC FL E     -   671,120.      151,230.      MT  (+/- 180 meters Scaled)
 BC2399
 BC2399                          SUPERSEDED SURVEY CONTROL
 BC2399
 BC2399  NGVD 29 (09/01/92)    1.845  (m)            6.05   (f) ADJUSTED    2 1
 BC2399
 BC2399.Superseded values are not recommended for survey control.
 BC2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2399.See file dsdata.txt to determine how the superseded data were derived.
 BC2399
 BC2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512620(NAD 83)
 BC2399_MARKER: DJ = TIDAL STATION DISK
 BC2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2399_SP_SET: STAINLESS STEEL ROD
 BC2399_STAMPING: 0221 J 1984
 BC2399_MARK LOGO: NOS   
 BC2399_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2399_ROD/PIPE-DEPTH: 13.1 meters
 BC2399
 BC2399  HISTORY     - Date     Condition        Report By
 BC2399  HISTORY     - 1984     MONUMENTED       FLDNR
 BC2399  HISTORY     - 1987     GOOD             FLDNR
 BC2399
 BC2399                          STATION DESCRIPTION
 BC2399
 BC2399'DESCRIBED BY FL DEPT OF NAT RES 1984
 BC2399'IN JACKSONVILLE.
 BC2399'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO
 BC2399'0.5 MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD,
 BC2399'GO 0.75 MILE NORTHERLY ON FULTON ROAD TO ITS END AT THE ST. JOHNS
 BC2399'RIVER AND THE MARK.  THE MARK BEARS 31 FEET EAST OF THE CENTERLINE OF
 BC2399'FULTON ROAD, 5.5 FEET SOUTH-SOUTHEAST OF THE LAST POWER POLE WITH A
 BC2399'LAMP, 4 FEET WEST OF A WOODEN FENCE, 9.7 FEET SOUTH-SOUTHWEST OF A
 BC2399'2-FOOT BY 2-FOOT STONE COLUMN, AND 1.6 FEET WEST OF A WITNESS POST.
 BC2399'THE MARK IS 1 FT BELOW ROAD.
 BC2399
 BC2399                          STATION RECOVERY (1987)
 BC2399
 BC2399'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC2399'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5
 BC2399'MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO
 BC2399'0.75 MILE NORTHERLY ON FULTON ROAD TO ITS END AT THE ST. JOHNS RIVER
 BC2399'AND THE MARK.  THE MARK BEARS 31.0 FEET EAST OF THE CENTERLINE OF
 BC2399'FULTON ROAD, 5.5 FEET SOUTH-SOUTHEAST OF THE LAST POWER POLE WITH A
 BC2399'LAMP, 4.0 FEET WEST OF A WOODEN FENCE, AND 9.7 FEET SOUTH-SOUTHWEST OF
 BC2399'A 2 FOOT BY 2 FOOT STONE COLUMN.  THE MARK IS 1.O FT BELOW THE ROAD.
 BC2399'THE MARK IS 1.6 E FROM A WHITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2397 ***********************************************************************
 BC2397  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2397  DESIGNATION -  872 0221 K TIDAL
 BC2397  PID         -  BC2397
 BC2397  STATE/COUNTY-  FL/DUVAL
 BC2397  USGS QUAD   -  EASTPORT (1992)
 BC2397
 BC2397                         *CURRENT SURVEY CONTROL
 BC2397  ___________________________________________________________________
 BC2397* NAD 83(1986)-  30 23 08.     (N)    081 30 29.     (W)     SCALED    
 BC2397* NAVD 88     -         8.602  (meters)      28.22   (feet)  ADJUSTED  
 BC2397  ___________________________________________________________________
 BC2397  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC2397  DYNAMIC HT  -           8.591 (meters)      28.19  (feet)  COMP
 BC2397  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BC2397
 BC2397  VERT ORDER  -  SECOND    CLASS I
 BC2397
 BC2397.The horizontal coordinates were scaled from a topographic map and have
 BC2397.an estimated accuracy of +/- 6 seconds.
 BC2397
 BC2397.The orthometric height was determined by differential leveling
 BC2397.and adjusted by the National Geodetic Survey in June 2006..
 BC2397.No vertical observational check was made to the station.
 BC2397
 BC2397.This Tidal Bench Mark is designated as VM 5120
 BC2397.by the Center for Operational Oceanographic Products and Services.
 BC2397
 BC2397.The geoid height was determined by GEOID03.
 BC2397
 BC2397.The dynamic height is computed by dividing the NAVD 88
 BC2397.geopotential number by the normal gravity value computed on the
 BC2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2397.degrees latitude (g = 980.6199 gals.).
 BC2397
 BC2397.The modeled gravity was interpolated from observed gravity values.
 BC2397
 BC2397;                    North         East    Units  Estimated Accuracy
 BC2397;SPC FL E     -   670,720.      151,170.      MT  (+/- 180 meters Scaled)
 BC2397
 BC2397                          SUPERSEDED SURVEY CONTROL
 BC2397
 BC2397  NAVD 88 (??/??/92)    8.604  (m)           28.23   (f) UNKNOWN     3 0
 BC2397  NGVD 29 (09/01/92)    8.929  (m)           29.29   (f) ADJUSTED    2 1
 BC2397
 BC2397.Superseded values are not recommended for survey control.
 BC2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2397.See file dsdata.txt to determine how the superseded data were derived.
 BC2397
 BC2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP511616(NAD 83)
 BC2397_MARKER: DJ = TIDAL STATION DISK
 BC2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2397_SP_SET: CONCRETE POST
 BC2397_STAMPING: 0221 K 1984
 BC2397_MARK LOGO: NOS   
 BC2397_PROJECTION: FLUSH
 BC2397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2397+STABILITY: SURFACE MOTION
 BC2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2397+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 BC2397
 BC2397  HISTORY     - Date     Condition        Report By
 BC2397  HISTORY     - 1984     MONUMENTED       FLDNR
 BC2397  HISTORY     - 1987     GOOD             FLDNR
 BC2397  HISTORY     - 20040711 GOOD             FLDEP
 BC2397
 BC2397                          STATION DESCRIPTION
 BC2397
 BC2397'DESCRIBED BY FL DEPT OF NAT RES 1984
 BC2397'IN JACKSONVILLE.
 BC2397'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO
 BC2397'0.5 MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD,
 BC2397'GO 0.5 MILE NORTHERLY ON FULTON ROAD TO THE MARK.  THE MARK BEARS
 BC2397'29.8 FEET SOUTHEAST OF THE CENTERLINE OF FULTON ROAD, 49 FEET
 BC2397'NORTHEAST OF THE CENTERLINE OF CHARLES BENNETT DRIVE, 17.7 FEET
 BC2397'NORTHEAST OF A WOOD FENCE CORNER, 6.2 FEET SOUTHWEST OF A 2-FOOT BY
 BC2397'2-FOOT STONE COLUMN, 1.3 FEET NORTHWEST OF A WOODEN FENCE, AND 1.9
 BC2397'FEET SOUTHWEST OF A WITNESS POST.
 BC2397'THE MARK IS 1 FT ABOVE ROAD.
 BC2397
 BC2397                          STATION RECOVERY (1987)
 BC2397
 BC2397'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC2397'AT THE JUNCTON OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5 MILE
 BC2397'WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO 0.5 MILE
 BC2397'NORTHERLY ON FULTON ROAD TO THE MARK. THE MARK BEARS 29.8 FEET
 BC2397'SOUTHEAST OF THE CENTERLINE OF FULTON ROAD, 49.0 FEET NORTHEAST OF THE
 BC2397'CENTERLINE OF CHARLES BENNETT DRIVE, 17.7 FEET NORTHEAST OF A WOODEN
 BC2397'FENCE CORNER, 6.2 FEET SOUTHWEST OF A 2 FOOT BY 2 FOOT STONE COLUMN,
 BC2397'AND 1.3 FEET NORTHWEST OF A WOODEN FENCE.  THE MARK IS 1.0 FT ABOVE
 BC2397'THE ROAD.  THE MARK IS 1.9 E FROM A WHITNESS POST.
 BC2397
 BC2397                          STATION RECOVERY (2004)
 BC2397
 BC2397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2397'RECOVERED IN GOOD CONDITION.
 BC2397' 
 BC2397'THE MARK IS IN THE SMALL COMMUNITY OF BEACON HILLS, IN SECTION 47,
 BC2397'TOWNSHIP 1 SOUTH,  RANGE 28 EAST.
 BC2397' 
 BC2397'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH8952 ***********************************************************************
 DH8952  DESIGNATION -  872 0221 L TIDAL
 DH8952  PID         -  DH8952
 DH8952  STATE/COUNTY-  FL/DUVAL
 DH8952  USGS QUAD   -  EASTPORT (1992)
 DH8952
 DH8952                         *CURRENT SURVEY CONTROL
 DH8952  ___________________________________________________________________
 DH8952* NAD 83(1986)-  30 23 15.     (N)    081 30 28.     (W)     SCALED    
 DH8952* NAVD 88     -         3.185  (meters)      10.45   (feet)  ADJUSTED  
 DH8952  ___________________________________________________________________
 DH8952  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DH8952  DYNAMIC HT  -           3.181 (meters)      10.44  (feet)  COMP
 DH8952  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 DH8952
 DH8952  VERT ORDER  -  SECOND    CLASS I
 DH8952
 DH8952.The horizontal coordinates were scaled from a topographic map and have
 DH8952.an estimated accuracy of +/- 6 seconds.
 DH8952
 DH8952.The orthometric height was determined by differential leveling
 DH8952.and adjusted by the National Geodetic Survey in June 2006..
 DH8952.No vertical observational check was made to the station.
 DH8952
 DH8952.The geoid height was determined by GEOID03.
 DH8952
 DH8952.The dynamic height is computed by dividing the NAVD 88
 DH8952.geopotential number by the normal gravity value computed on the
 DH8952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8952.degrees latitude (g = 980.6199 gals.).
 DH8952
 DH8952.The modeled gravity was interpolated from observed gravity values.
 DH8952
 DH8952;                    North         East    Units  Estimated Accuracy
 DH8952;SPC FL E     -   670,930.      151,200.      MT  (+/- 180 meters Scaled)
 DH8952
 DH8952                          SUPERSEDED SURVEY CONTROL
 DH8952
 DH8952.No superseded survey control is available for this station.
 DH8952
 DH8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512618(NAD 83)
 DH8952_MARKER: DD = SURVEY DISK
 DH8952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8952_STAMPING: 0221 L 2004
 DH8952_MARK LOGO: FLDEP 
 DH8952_PROJECTION: RECESSED 8 CENTIMETERS
 DH8952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8952+STABILITY: SURFACE MOTION
 DH8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8952+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH8952
 DH8952  HISTORY     - Date     Condition        Report By
 DH8952  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH8952
 DH8952                          STATION DESCRIPTION
 DH8952
 DH8952'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8952'THE MARK IS NEAR JACKSONVILLE, IN SECTION 47, TOWNSHIP 1 SOUTH, RANGE
 DH8952'28 EAST.
 DH8952' 
 DH8952'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 DH8952'CAROLINE ROAD IN  THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 DH8952'SOUTHWEST ON FORT CAROLINE ROAD TO  THE JUNCTION OF FULTON ROAD, TURN
 DH8952'RIGHT ON FULTON ROAD AND GO NORTH AND  NORTHEASTERLY FOR 0.8 MI TO THE
 DH8952'MARK ON THE LEFT, SET FLUSH IN THE TOP OF A ROUND  CONCRETE MONUMENT
 DH8952'AND LEVEL WITH FULTON ROAD.
 DH8952' 
 DH8952'LOCATED 71.0 FT SOUTHWEST OF AND ACROSS FULTON ROAD FROM A 2.0 FT
 DH8952'SQUARE STONE FENCE  PILLAR, 53.5 FT WEST-SOUTHWEST OF WOODEN POWER
 DH8952'POLE NUMBER 5033, 24.8 FT WEST OF THE  CENTERLINE OF FULTON ROAD AND
 DH8952'0.7 FT EAST OF A CARSONITE WITNESS POST.
 DH8952' 
 DH8952'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH8953 ***********************************************************************
 DH8953  DESIGNATION -  872 0221 M TIDAL
 DH8953  PID         -  DH8953
 DH8953  STATE/COUNTY-  FL/DUVAL
 DH8953  USGS QUAD   -  EASTPORT (1992)
 DH8953
 DH8953                         *CURRENT SURVEY CONTROL
 DH8953  ___________________________________________________________________
 DH8953* NAD 83(1986)-  30 23 19.     (N)    081 30 28.     (W)     SCALED    
 DH8953* NAVD 88     -         2.080  (meters)       6.82   (feet)  ADJUSTED  
 DH8953  ___________________________________________________________________
 DH8953  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DH8953  DYNAMIC HT  -           2.078 (meters)       6.82  (feet)  COMP
 DH8953  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 DH8953
 DH8953  VERT ORDER  -  SECOND    CLASS I
 DH8953
 DH8953.The horizontal coordinates were scaled from a topographic map and have
 DH8953.an estimated accuracy of +/- 6 seconds.
 DH8953
 DH8953.The orthometric height was determined by differential leveling
 DH8953.and adjusted by the National Geodetic Survey in June 2006..
 DH8953.No vertical observational check was made to the station.
 DH8953
 DH8953.The geoid height was determined by GEOID03.
 DH8953
 DH8953.The dynamic height is computed by dividing the NAVD 88
 DH8953.geopotential number by the normal gravity value computed on the
 DH8953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8953.degrees latitude (g = 980.6199 gals.).
 DH8953
 DH8953.The modeled gravity was interpolated from observed gravity values.
 DH8953
 DH8953;                    North         East    Units  Estimated Accuracy
 DH8953;SPC FL E     -   671,050.      151,200.      MT  (+/- 180 meters Scaled)
 DH8953
 DH8953                          SUPERSEDED SURVEY CONTROL
 DH8953
 DH8953.No superseded survey control is available for this station.
 DH8953
 DH8953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512619(NAD 83)
 DH8953_MARKER: F = FLANGE-ENCASED ROD
 DH8953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8953_STAMPING: 0221 M 2004
 DH8953_MARK LOGO: NGS   
 DH8953_PROJECTION: RECESSED 13 CENTIMETERS
 DH8953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8953+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH8953_ROD/PIPE-DEPTH: 14.6 meters
 DH8953
 DH8953  HISTORY     - Date     Condition        Report By
 DH8953  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH8953
 DH8953                          STATION DESCRIPTION
 DH8953
 DH8953'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8953'THE MARK IS NEAR JACKSONVILLE, IN SECTION 47, TOWNSHIP 1 SOUTH, RANGE
 DH8953'28 EAST.
 DH8953' 
 DH8953'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 DH8953'CAROLINE ROAD IN  THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 DH8953'SOUTHWEST ON FORT CAROLINE ROAD TO  THE JUNCTION OF FULTON ROAD, TURN
 DH8953'RIGHT ON FULTON ROAD AND GO NORTH AND  NORTHEASTERLY FOR 0.9 MI TO THE
 DH8953'MARK ON THE LEFT, ABOUT 250.0 FT SOUTH OF THE ST JOHNS  RIVER, A
 DH8953'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FT WITH AN
 DH8953'NGS LOGO CAP  RECESSED 0.5 FT BELOW THE LEVEL OF THE GROUND AND BELOW
 DH8953'THE LEVEL OF FULTON ROAD, THE  DATUM POINT IS RECESSED 0.3 FT BELOW
 DH8953'THE LEVEL OF THE NGS LOGO CAP.
 DH8953' 
 DH8953'LOCATED 81.5 FT NORTHWEST OF WOODEN POWER POLE NUMBER 5049, 26.5 FT
 DH8953'WEST OF THE  CENTERLINE OF FULTON ROAD, 9.8 FT SOUTH-SOUTHEAST OF THE
 DH8953'SOUTH GATEPOST FOR A 6.0 FT  HIGH WOODEN FENCE GATE, 3.0 FT EAST OF A
 DH8953'CHAIN LINK FENCE AND 1.8 FT EAST OF A CARSONITE  WITNESS POST.
 DH8953' 
 DH8953'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH8953' 
 DH8953'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1564 ***********************************************************************
 BC1564  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1564  DESIGNATION -  872 0225 A TIDAL
 BC1564  PID         -  BC1564
 BC1564  STATE/COUNTY-  FL/DUVAL
 BC1564  USGS QUAD   -  TROUT RIVER (1992)
 BC1564
 BC1564                         *CURRENT SURVEY CONTROL
 BC1564  ___________________________________________________________________
 BC1564* NAD 83(1986)-  30 22 55.     (N)    081 38 06.     (W)     SCALED    
 BC1564* NAVD 88     -         1.950  (meters)       6.40   (feet)  ADJUSTED  
 BC1564  ___________________________________________________________________
 BC1564  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC1564  DYNAMIC HT  -           1.948 (meters)       6.39  (feet)  COMP
 BC1564  MODELED GRAV-     979,368.5   (mgal)                       NAVD 88
 BC1564
 BC1564  VERT ORDER  -  SECOND    CLASS I
 BC1564
 BC1564.The horizontal coordinates were scaled from a topographic map and have
 BC1564.an estimated accuracy of +/- 6 seconds.
 BC1564
 BC1564.The orthometric height was determined by differential leveling
 BC1564.and adjusted by the National Geodetic Survey in June 1991..
 BC1564
 BC1564.This Tidal Bench Mark is designated as VM 5121
 BC1564.by the Center for Operational Oceanographic Products and Services.
 BC1564
 BC1564.The geoid height was determined by GEOID03.
 BC1564
 BC1564.The dynamic height is computed by dividing the NAVD 88
 BC1564.geopotential number by the normal gravity value computed on the
 BC1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1564.degrees latitude (g = 980.6199 gals.).
 BC1564
 BC1564.The modeled gravity was interpolated from observed gravity values.
 BC1564
 BC1564;                    North         East    Units  Estimated Accuracy
 BC1564;SPC FL E     -   670,380.      138,970.      MT  (+/- 180 meters Scaled)
 BC1564
 BC1564                          SUPERSEDED SURVEY CONTROL
 BC1564
 BC1564  NGVD 29 (09/01/92)    2.277  (m)            7.47   (f) ADJUSTED    2 1
 BC1564
 BC1564.Superseded values are not recommended for survey control.
 BC1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1564.See file dsdata.txt to determine how the superseded data were derived.
 BC1564
 BC1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP389612(NAD 83)
 BC1564_MARKER: DJ = TIDAL STATION DISK
 BC1564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1564_SP_SET: CONCRETE STEP
 BC1564_STAMPING: 0225 A
 BC1564_MARK LOGO: NOS   
 BC1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1564
 BC1564  HISTORY     - Date     Condition        Report By
 BC1564  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1564  HISTORY     - 1985     GOOD             FLDNR
 BC1564
 BC1564                          STATION DESCRIPTION
 BC1564
 BC1564'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1564'JACKSONVILLE.
 BC1564'FROM THE INTERSECTION OF NORTH MAIN STREET (US 17) AND LAWTON AVENUE
 BC1564'IN NORTHEAST JACKSONVILLE, PROCEED EASTERLY ALONG LAWTON AVENUE 0.5
 BC1564'MILES TO BUFFALO AVENUE, THENCE SOUTH ALONG BUFFALO AVENUE 0.1 MILES
 BC1564'TO VIRGINIA AVENUE, THENCE EASTERLY ALONG VIRGINIA AVENUE 0.2 MILES TO
 BC1564'EVERGREEN AVENUE, THENCE SOUTH ALONG EVERGREEN AVENUE 0.1 MILES TO THE
 BC1564'DRIVEWAY TO THE U S COAST GUARD RESERVE TRAINING CENTER. THE MARK
 BC1564'BEARS 25 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION
 BC1564'BUILDING, 52 FEET NORTHEAST OF A LAMP POST, 89.5 FEET SOUTHEAST OF
 BC1564'SOUTHEAST CORNER OF THE INFIRMARY. MARK IS AN NOS TIDAL BENCH MARK.
 BC1564
 BC1564                          STATION RECOVERY (1985)
 BC1564
 BC1564'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1563 ***********************************************************************
 BC1563  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1563  DESIGNATION -  872 0225 B TIDAL
 BC1563  PID         -  BC1563
 BC1563  STATE/COUNTY-  FL/DUVAL
 BC1563  USGS QUAD   -  TROUT RIVER (1992)
 BC1563
 BC1563                         *CURRENT SURVEY CONTROL
 BC1563  ___________________________________________________________________
 BC1563* NAD 83(1986)-  30 22 56.     (N)    081 38 09.     (W)     SCALED    
 BC1563* NAVD 88     -         2.785  (meters)       9.14   (feet)  ADJUSTED  
 BC1563  ___________________________________________________________________
 BC1563  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC1563  DYNAMIC HT  -           2.781 (meters)       9.12  (feet)  COMP
 BC1563  MODELED GRAV-     979,368.5   (mgal)                       NAVD 88
 BC1563
 BC1563  VERT ORDER  -  SECOND    CLASS I
 BC1563
 BC1563.The horizontal coordinates were scaled from a topographic map and have
 BC1563.an estimated accuracy of +/- 6 seconds.
 BC1563
 BC1563.The orthometric height was determined by differential leveling
 BC1563.and adjusted by the National Geodetic Survey in June 1991..
 BC1563
 BC1563.This Tidal Bench Mark is designated as VM 5122
 BC1563.by the Center for Operational Oceanographic Products and Services.
 BC1563
 BC1563.The geoid height was determined by GEOID03.
 BC1563
 BC1563.The dynamic height is computed by dividing the NAVD 88
 BC1563.geopotential number by the normal gravity value computed on the
 BC1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1563.degrees latitude (g = 980.6199 gals.).
 BC1563
 BC1563.The modeled gravity was interpolated from observed gravity values.
 BC1563
 BC1563;                    North         East    Units  Estimated Accuracy
 BC1563;SPC FL E     -   670,410.      138,890.      MT  (+/- 180 meters Scaled)
 BC1563
 BC1563                          SUPERSEDED SURVEY CONTROL
 BC1563
 BC1563  NGVD 29 (09/01/92)    3.111  (m)           10.21   (f) ADJUSTED    2 1
 BC1563
 BC1563.Superseded values are not recommended for survey control.
 BC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1563.See file dsdata.txt to determine how the superseded data were derived.
 BC1563
 BC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP389613(NAD 83)
 BC1563_MARKER: DJ = TIDAL STATION DISK
 BC1563_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1563_SP_SET: CONCRETE STEP
 BC1563_STAMPING: 0225 B 1977
 BC1563_MARK LOGO: NOS   
 BC1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1563
 BC1563  HISTORY     - Date     Condition        Report By
 BC1563  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1563  HISTORY     - 1985     GOOD             FLDNR
 BC1563
 BC1563                          STATION DESCRIPTION
 BC1563
 BC1563'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1563'JACKSONVILLE.
 BC1563'FROM THE INTERSECTION OF NORTH MAIN STREET (US 17) AND LAWTON AVENUE
 BC1563'IN NORTHEAST JACKSONVILLE, PROCEED EASTERLY ALONG LAWTON AVENUE 0.5
 BC1563'MILES TO BUFFALO AVENUE, THENCE SOUTH ALONG BUFFALO AVENUE 0.1 MILES
 BC1563'TO VIRGINIA AVENUE, THENCE EAST ALONG VIRGINIA AVENUE 0.2 MILES TO
 BC1563'EVERGREEN AVENUE, THENCE SOUTH ALONG EVERGREEN AVENUE 0.1 MILES TO THE
 BC1563'DRIVEWAY TO THE U S COAST GUARD RESERVE TRAINING CENTER. MARK BEARS
 BC1563'23 FEET NORTHWEST OF DRIVEWAY CENTERLINE, 3 FEET WEST OF SOUTHEAST
 BC1563'CORNER OF A STOREROOMS STEPS, 47 FEET NORTHWEST OF THE NORTHWEST
 BC1563'CORNER OF A POWER STATION. MARK IS AN NOS TIDAL BENCH MARK.
 BC1563
 BC1563                          STATION RECOVERY (1985)
 BC1563
 BC1563'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1562 ***********************************************************************
 BC1562  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1562  DESIGNATION -  872 0225 C TIDAL
 BC1562  PID         -  BC1562
 BC1562  STATE/COUNTY-  FL/DUVAL
 BC1562  USGS QUAD   -  TROUT RIVER (1992)
 BC1562
 BC1562                         *CURRENT SURVEY CONTROL
 BC1562  ___________________________________________________________________
 BC1562* NAD 83(1986)-  30 22 54.     (N)    081 38 15.     (W)     SCALED    
 BC1562* NAVD 88     -         3.138  (meters)      10.30   (feet)  ADJUSTED  
 BC1562  ___________________________________________________________________
 BC1562  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC1562  DYNAMIC HT  -           3.134 (meters)      10.28  (feet)  COMP
 BC1562  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 BC1562
 BC1562  VERT ORDER  -  SECOND    CLASS I
 BC1562
 BC1562.The horizontal coordinates were scaled from a topographic map and have
 BC1562.an estimated accuracy of +/- 6 seconds.
 BC1562
 BC1562.The orthometric height was determined by differential leveling
 BC1562.and adjusted by the National Geodetic Survey in June 1991..
 BC1562
 BC1562.This Tidal Bench Mark is designated as VM 5123
 BC1562.by the Center for Operational Oceanographic Products and Services.
 BC1562
 BC1562.The geoid height was determined by GEOID03.
 BC1562
 BC1562.The dynamic height is computed by dividing the NAVD 88
 BC1562.geopotential number by the normal gravity value computed on the
 BC1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1562.degrees latitude (g = 980.6199 gals.).
 BC1562
 BC1562.The modeled gravity was interpolated from observed gravity values.
 BC1562
 BC1562;                    North         East    Units  Estimated Accuracy
 BC1562;SPC FL E     -   670,350.      138,730.      MT  (+/- 180 meters Scaled)
 BC1562
 BC1562                          SUPERSEDED SURVEY CONTROL
 BC1562
 BC1562  NGVD 29 (09/01/92)    3.464  (m)           11.36   (f) ADJUSTED    2 1
 BC1562
 BC1562.Superseded values are not recommended for survey control.
 BC1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1562.See file dsdata.txt to determine how the superseded data were derived.
 BC1562
 BC1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP387612(NAD 83)
 BC1562_MARKER: DJ = TIDAL STATION DISK
 BC1562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1562_SP_SET: COPPER-CLAD STEEL ROD
 BC1562_STAMPING: 0225 C
 BC1562_MARK LOGO: NOS   
 BC1562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1562+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 BC1562
 BC1562  HISTORY     - Date     Condition        Report By
 BC1562  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1562  HISTORY     - 1985     GOOD             FLDNR
 BC1562  HISTORY     - 20040604 GOOD             FLDEP
 BC1562
 BC1562                          STATION DESCRIPTION
 BC1562
 BC1562'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1562'JACKSONVILLE.
 BC1562'FROM THE INTERSECTION OF NORTH MAIN STREET (US 17) AND LAWTON AVENUE
 BC1562'IN NORTHEAST JACKSONVILLE, PROCEED EASTERLY ALONG LAWTON AVENUE 0.5
 BC1562'MILES TO BUFFALO AVENUE, THENCE SOUTH ALONG BUFFALO 0.1 MILES TO
 BC1562'VIRGINIA AVENUE, THENCE EASTERLY ALONG VIRGINIA AVENUE 0.2 MILES TO
 BC1562'EVERGREEN AVENUE, THENCE SOUTH ALONG EVERGREEN AVENUE 0.1 MILES TO THE
 BC1562'DRIVEWAY TO THE US COAST GUARD RESERVE TRAINING CENTER. THE MARK BEARS
 BC1562'32.5 FEET EAST OF EVERGREEN AVENUE CENTERLINE, 23.5 FEET NORTH OF
 BC1562'DRIVEWAY CENTERLINE, 54.5 FEET SOUTH OF A 36 INCH DIAMETER OAK TREE.
 BC1562'MARK IS AN NOS TIDAL BENCH MARK.
 BC1562
 BC1562                          STATION RECOVERY (1985)
 BC1562
 BC1562'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1562'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS NOW INSIDE A 6-FOOT
 BC1562'HIGH HURRICANE FENCE AROUND A WAREHOUSE AT 6935 EVERGREEN AVENUE.
 BC1562
 BC1562                          STATION RECOVERY (2004)
 BC1562
 BC1562'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1562'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1562' 
 BC1562'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 BC1562'EAST.
 BC1562' 
 BC1562'THE COAST GUARD STATION NO LONGER EXISTS AND THE HURRICANE FENCE HAS
 BC1562'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9545 ***********************************************************************
 DH9545  DESIGNATION -  872 0225 D TIDAL
 DH9545  PID         -  DH9545
 DH9545  STATE/COUNTY-  FL/DUVAL
 DH9545  USGS QUAD   -  TROUT RIVER (1992)
 DH9545
 DH9545                         *CURRENT SURVEY CONTROL
 DH9545  ___________________________________________________________________
 DH9545* NAD 83(1986)-  30 23 03.     (N)    081 38 18.     (W)     SCALED    
 DH9545* NAVD 88     -         2.372  (meters)       7.78   (feet)  ADJUSTED  
 DH9545  ___________________________________________________________________
 DH9545  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH9545  DYNAMIC HT  -           2.369 (meters)       7.77  (feet)  COMP
 DH9545  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 DH9545
 DH9545  VERT ORDER  -  SECOND    CLASS I
 DH9545
 DH9545.The horizontal coordinates were scaled from a topographic map and have
 DH9545.an estimated accuracy of +/- 6 seconds.
 DH9545
 DH9545.The orthometric height was determined by differential leveling
 DH9545.and adjusted by the National Geodetic Survey in June 2006..
 DH9545
 DH9545.The geoid height was determined by GEOID03.
 DH9545
 DH9545.The dynamic height is computed by dividing the NAVD 88
 DH9545.geopotential number by the normal gravity value computed on the
 DH9545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9545.degrees latitude (g = 980.6199 gals.).
 DH9545
 DH9545.The modeled gravity was interpolated from observed gravity values.
 DH9545
 DH9545;                    North         East    Units  Estimated Accuracy
 DH9545;SPC FL E     -   670,630.      138,650.      MT  (+/- 180 meters Scaled)
 DH9545
 DH9545                          SUPERSEDED SURVEY CONTROL
 DH9545
 DH9545.No superseded survey control is available for this station.
 DH9545
 DH9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP386615(NAD 83)
 DH9545_MARKER: DD = SURVEY DISK
 DH9545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9545_STAMPING: 0225 D 2004
 DH9545_MARK LOGO: FLDEP 
 DH9545_PROJECTION: FLUSH
 DH9545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9545+STABILITY: SURFACE MOTION
 DH9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9545+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 DH9545
 DH9545  HISTORY     - Date     Condition        Report By
 DH9545  HISTORY     - 20040208 MONUMENTED       FLDEP
 DH9545
 DH9545                          STATION DESCRIPTION
 DH9545
 DH9545'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9545'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 DH9545'EAST.
 DH9545' 
 DH9545'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DH9545'EDGEWOOD AVENUE IN  JACKSONVILLE, GO  SOUTHEAST ON EDGEWOOD AVENUE AND
 DH9545'TALLULAH AVENUE FOR 1.3 MI TO THE JUNCTION OF U.S. HIGHWAY  17 (NORTH
 DH9545'MAIN STREET), TURN LEFT ON U.S. HIGHWAY 17 AND GO NORTH FOR 0.6 MI TO
 DH9545'THE JUNCTION OF  LAWTON AVENUE ON THE RIGHT, TURN RIGHT ON LAWTON
 DH9545'AVENUE AND GO SOUTHEAST FOR 0.5 MI TO THE  JUNCTION OF BUFFALO AVENUE,
 DH9545'TURN LEFT ON BUFFALO AVENUE AND GO NORTH FOR 0.05 MI TO THE  JUNCTION
 DH9545'OF  VIRGINIA STREET ON THE RIGHT, TURN RIGHT VIRGINIA STREET AND GO
 DH9545'SOUTHEAST FOR 0.15 MI TO THE  JUNCTION OF DENVER STREET ON THE RIGHT
 DH9545'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND  CONCRETE
 DH9545'MONUMENT FLUSH WITH THE GROUND ABOUT 0.5 FT ABOVE THE LEVEL OF DENVER
 DH9545'STREET.
 DH9545' 
 DH9545'LOCATED 31.0 FT SOUTHWEST OF THE CENTERLINE OF VIRGINIA STREET, 19.5
 DH9545'FT WEST OF THE CENTERLINE OF  DENVER STREET, 14.5 FT NORTH OF WOODEN
 DH9545'POWER POLE NO. 7120 80 095753, 11.0 FT SOUTH OF CONCRETE  POWER POLE
 DH9545'NO. 932, 7.6 FT WEST OF THE CENTER OF AN IRON CATCH BASIN GRATE, 2.0
 DH9545'FT EAST OF A 6.0 FT  HIGH WOODEN FENCE AND 1.7 FT EAST OF A CARSONITE
 DH9545'WITNESS POST.
 DH9545' 
 DH9545'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9544 ***********************************************************************
 DH9544  DESIGNATION -  872 0225 F TIDAL
 DH9544  PID         -  DH9544
 DH9544  STATE/COUNTY-  FL/DUVAL
 DH9544  USGS QUAD   -  TROUT RIVER (1992)
 DH9544
 DH9544                         *CURRENT SURVEY CONTROL
 DH9544  ___________________________________________________________________
 DH9544* NAD 83(1986)-  30 23 04.     (N)    081 38 20.     (W)     SCALED    
 DH9544* NAVD 88     -         1.985  (meters)       6.51   (feet)  ADJUSTED  
 DH9544  ___________________________________________________________________
 DH9544  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH9544  DYNAMIC HT  -           1.982 (meters)       6.50  (feet)  COMP
 DH9544  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 DH9544
 DH9544  VERT ORDER  -  SECOND    CLASS I
 DH9544
 DH9544.The horizontal coordinates were scaled from a topographic map and have
 DH9544.an estimated accuracy of +/- 6 seconds.
 DH9544
 DH9544.The orthometric height was determined by differential leveling
 DH9544.and adjusted by the National Geodetic Survey in June 2006..
 DH9544
 DH9544.The geoid height was determined by GEOID03.
 DH9544
 DH9544.The dynamic height is computed by dividing the NAVD 88
 DH9544.geopotential number by the normal gravity value computed on the
 DH9544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9544.degrees latitude (g = 980.6199 gals.).
 DH9544
 DH9544.The modeled gravity was interpolated from observed gravity values.
 DH9544
 DH9544;                    North         East    Units  Estimated Accuracy
 DH9544;SPC FL E     -   670,660.      138,600.      MT  (+/- 180 meters Scaled)
 DH9544
 DH9544                          SUPERSEDED SURVEY CONTROL
 DH9544
 DH9544.No superseded survey control is available for this station.
 DH9544
 DH9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP386615(NAD 83)
 DH9544_MARKER: F = FLANGE-ENCASED ROD
 DH9544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9544_STAMPING: 0225 F 2004
 DH9544_MARK LOGO: NGS   
 DH9544_PROJECTION: FLUSH
 DH9544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9544+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 DH9544_ROD/PIPE-DEPTH: 14.0 meters
 DH9544
 DH9544  HISTORY     - Date     Condition        Report By
 DH9544  HISTORY     - 20020222 MONUMENTED       FLDEP
 DH9544
 DH9544                          STATION DESCRIPTION
 DH9544
 DH9544'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BSS)
 DH9544'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 DH9544'EAST.
 DH9544' 
 DH9544'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DH9544'EDGEWOOD AVENUE IN  JACKSONVILLE, GO SOUTHEAST ON EDGEWOOD AVENUE AND
 DH9544'TALLULAH AVENUE FOR 1.3 MI TO THE JUNCTION  OF U.S. HIGHWAY 17 (NORTH
 DH9544'MAIN STREET), TURN LEFT ON U.S. HIGHWAY 17 AND GO NORTH FOR 0.6 MI TO
 DH9544'THE  JUNCTION OF LAWTON AVENUE ON THE RIGHT, TURN RIGHT ON LAWTON
 DH9544'AVENUE AND GO SOUTHEAST FOR 0.5  MI TO THE JUNCTION OF BUFFALO AVENUE,
 DH9544'TURN LEFT ON BUFFALO AVENUE AND GO NORTH FOR 0.05 MI TO  THE JUNCTION
 DH9544'OF VIRGINIA STREET ON THE RIGHT, TURN RIGHT ON VIRGINIA STREET AND GO
 DH9544'SOUTHEAST FOR  0.9 MI TO THE JUNCTION OF EDGE STREET ON THE RIGHT AND
 DH9544'THE MARK ON THE RIGHT, A STAINLESS STEEL  ROD DRIVEN TO REFUSAL AT A
 DH9544'DEPTH OF 46.0 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND  ABOUT
 DH9544'0.5 FT ABOVE THE LEVEL OF EDGE STREET, THE DATUM POINT IS RECESSED 0.3
 DH9544'FT BELOW THE LEVEL  OF THE NGS LOGO CAP.
 DH9544' 
 DH9544'LOCATED 32.0 FT SOUTHWEST OF THE CENTERLINE OF VIRGINIA STREET, 18.5
 DH9544'FT EAST OF THE CENTERLINE OF  EDGE STREET, 9.0 FT SOUTHEAST OF THE
 DH9544'CENTER OF AN IRON CATCH BASIN GRATE, 1.3 FT WEST OF A   3.5 FT HIGH
 DH9544'CHAIN LINK FENCE AND 1.0 FT WEST OF A CARSONITE WITNESS POST.
 DH9544' 
 DH9544'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9546 ***********************************************************************
 DH9546  DESIGNATION -  872 0225 G TIDAL
 DH9546  PID         -  DH9546
 DH9546  STATE/COUNTY-  FL/DUVAL
 DH9546  USGS QUAD   -  TROUT RIVER (1992)
 DH9546
 DH9546                         *CURRENT SURVEY CONTROL
 DH9546  ___________________________________________________________________
 DH9546* NAD 83(1986)-  30 23 05.     (N)    081 38 24.     (W)     SCALED    
 DH9546* NAVD 88     -         2.341  (meters)       7.68   (feet)  ADJUSTED  
 DH9546  ___________________________________________________________________
 DH9546  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH9546  DYNAMIC HT  -           2.338 (meters)       7.67  (feet)  COMP
 DH9546  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 DH9546
 DH9546  VERT ORDER  -  SECOND    CLASS I
 DH9546
 DH9546.The horizontal coordinates were scaled from a topographic map and have
 DH9546.an estimated accuracy of +/- 6 seconds.
 DH9546
 DH9546.The orthometric height was determined by differential leveling
 DH9546.and adjusted by the National Geodetic Survey in June 2006..
 DH9546
 DH9546.The geoid height was determined by GEOID03.
 DH9546
 DH9546.The dynamic height is computed by dividing the NAVD 88
 DH9546.geopotential number by the normal gravity value computed on the
 DH9546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9546.degrees latitude (g = 980.6199 gals.).
 DH9546
 DH9546.The modeled gravity was interpolated from observed gravity values.
 DH9546
 DH9546;                    North         East    Units  Estimated Accuracy
 DH9546;SPC FL E     -   670,690.      138,490.      MT  (+/- 180 meters Scaled)
 DH9546
 DH9546                          SUPERSEDED SURVEY CONTROL
 DH9546
 DH9546.No superseded survey control is available for this station.
 DH9546
 DH9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP385615(NAD 83)
 DH9546_MARKER: DD = SURVEY DISK
 DH9546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9546_STAMPING: 0225 G 2004
 DH9546_MARK LOGO: FLDEP 
 DH9546_PROJECTION: FLUSH
 DH9546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9546+STABILITY: SURFACE MOTION
 DH9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9546+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 DH9546
 DH9546  HISTORY     - Date     Condition        Report By
 DH9546  HISTORY     - 20040208 MONUMENTED       FLDEP
 DH9546
 DH9546                          STATION DESCRIPTION
 DH9546
 DH9546'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9546'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 DH9546'EAST.
 DH9546' 
 DH9546'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DH9546'EDGEWOOD AVENUE IN  JACKSONVILLE, GO SOUTHEAST ON EDGEWOOD AVENUE AND
 DH9546'TALLULAH AVENUE FOR 1.3 MI TO THE JUNCTION  OF U.S. HIGHWAY 17 (NORTH
 DH9546'MAIN STREET), TURN LEFT ON U.S. HIGHWAY 17 AND GO NORTH FOR 0.6 MI TO
 DH9546'THE  JUNCTION OF LAWTON AVENUE ON THE RIGHT, TURN RIGHT ON LAWTON
 DH9546'AVENUE AND GO SOUTHEAST FOR 0.5  MI TO THE JUNCTION OF BUFFALO AVENUE,
 DH9546'TURN LEFT ON BUFFALO AVENUE AND GO NORTH  FOR 0.05 MI TO  THE JUNCTION
 DH9546'OF VIRGINIA STREET ON THE RIGHT, TURN RIGHT ON VIRGINIA STREET AND GO
 DH9546'SOUTHEAST FOR  0.05 MI TO THE JUNCTION OF NELMS STREET ON THE RIGHT
 DH9546'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A  ROUND CONCRETE
 DH9546'MONUMENT FLUSH WITH THE GROUND ABOUT 0.5 FT ABOVE THE LEVEL OF NELMS
 DH9546'STREET.
 DH9546' 
 DH9546'LOCATED 32.0 FT SOUTHWEST OF THE CENTERLINE OF VIRGINIA STREET, 18.5
 DH9546'FT WEST OF THE CENTERLINE OF  NELMS STREET, 8.5 FT SOUTHWEST OF THE
 DH9546'CENTER OF AN IRON CATCH BASIN GRATE, 2.0 FT EAST OF A   4.0 FT HIGH
 DH9546'CHAIN LINK FENCE AND 1.7 FT EAST OF A CARSONITE WITNESS POST.
 DH9546' 
 DH9546'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1472 ***********************************************************************
 BC1472  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1472  DESIGNATION -  872 0232 A TIDAL
 BC1472  PID         -  BC1472
 BC1472  STATE/COUNTY-  FL/DUVAL
 BC1472  USGS QUAD   -  MAYPORT (1992)
 BC1472
 BC1472                         *CURRENT SURVEY CONTROL
 BC1472  ___________________________________________________________________
 BC1472* NAD 83(1986)-  30 22 40.     (N)    081 27 01.     (W)     SCALED    
 BC1472* NAVD 88     -         1.024  (meters)       3.36   (feet)  ADJUSTED  
 BC1472  ___________________________________________________________________
 BC1472  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC1472  DYNAMIC HT  -           1.022 (meters)       3.35  (feet)  COMP
 BC1472  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 BC1472
 BC1472  VERT ORDER  -  SECOND    CLASS I
 BC1472
 BC1472.The horizontal coordinates were scaled from a topographic map and have
 BC1472.an estimated accuracy of +/- 6 seconds.
 BC1472
 BC1472.The orthometric height was determined by differential leveling
 BC1472.and adjusted by the National Geodetic Survey in June 1991..
 BC1472
 BC1472.This Tidal Bench Mark is designated as VM 10567
 BC1472.by the Center for Operational Oceanographic Products and Services.
 BC1472
 BC1472.The geoid height was determined by GEOID03.
 BC1472
 BC1472.The dynamic height is computed by dividing the NAVD 88
 BC1472.geopotential number by the normal gravity value computed on the
 BC1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1472.degrees latitude (g = 980.6199 gals.).
 BC1472
 BC1472.The modeled gravity was interpolated from observed gravity values.
 BC1472
 BC1472;                    North         East    Units  Estimated Accuracy
 BC1472;SPC FL E     -   669,830.      156,720.      MT  (+/- 180 meters Scaled)
 BC1472
 BC1472                          SUPERSEDED SURVEY CONTROL
 BC1472
 BC1472  NGVD 29 (09/01/92)    1.361  (m)            4.47   (f) ADJUSTED    2 1
 BC1472
 BC1472.Superseded values are not recommended for survey control.
 BC1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1472.See file dsdata.txt to determine how the superseded data were derived.
 BC1472
 BC1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP567607(NAD 83)
 BC1472_MARKER: DJ = TIDAL STATION DISK
 BC1472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1472_SP_SET: COPPER-CLAD STEEL ROD
 BC1472_STAMPING: 0232 A 1977
 BC1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1472
 BC1472  HISTORY     - Date     Condition        Report By
 BC1472  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1472  HISTORY     - 1977     GOOD             FLDNR
 BC1472  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 BC1472
 BC1472                          STATION DESCRIPTION
 BC1472
 BC1472'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1472'JACKSONVILLE.
 BC1472'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1472'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE AT MAYPORT, THENCE WEST
 BC1472'0.8 MILES ALONG A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT.
 BC1472'THE MARK BEARS 792 FEET NORTHWEST OF A NAVIGATION LIGHT, 50 FEET NORTH
 BC1472'OF CHICOPIT BAY WATERS EDGE, 13 FEET WEST OF A 4 INCH CABBAGE PALM
 BC1472'TREE, 343 FEET SOUTH OF THE CENTERLINE OF THE MAIN DIRT ROAD. MARK IS
 BC1472'AN NOS TIDAL BENCH MARK DISK.
 BC1472
 BC1472                          STATION RECOVERY (1977)
 BC1472
 BC1472'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1472'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1472'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE AT MAYPORT, THENCE WEST
 BC1472'0.8 MILES ALONG A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT.
 BC1472'THE MARK BEARS 792 FEET NORTHWEST OF A NAVIGATION LIGHT, 50 FEET NORTH
 BC1472'OF CHICOPIT BAY WATERS EDGE, 13 FEET WEST OF A 4 INCH CABBAGE PALM
 BC1472'TREE, 343 FEET SOUTH OF THE CENTERLINE OF THE MAIN DIRT ROAD. MARK IS
 BC1472'AN NOS TIDAL BENCH MARK DISK.
 BC1472
 BC1472                          STATION RECOVERY (1993)
 BC1472
 BC1472'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC1472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1471 ***********************************************************************
 BC1471  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1471  DESIGNATION -  872 0232 B TIDAL
 BC1471  PID         -  BC1471
 BC1471  STATE/COUNTY-  FL/DUVAL
 BC1471  USGS QUAD   -  MAYPORT (1992)
 BC1471
 BC1471                         *CURRENT SURVEY CONTROL
 BC1471  ___________________________________________________________________
 BC1471* NAD 83(1986)-  30 22 41.     (N)    081 26 51.     (W)     SCALED    
 BC1471* NAVD 88     -         1.769  (meters)       5.80   (feet)  ADJUSTED  
 BC1471  ___________________________________________________________________
 BC1471  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1471  DYNAMIC HT  -           1.767 (meters)       5.80  (feet)  COMP
 BC1471  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 BC1471
 BC1471  VERT ORDER  -  SECOND    CLASS I
 BC1471
 BC1471.The horizontal coordinates were scaled from a topographic map and have
 BC1471.an estimated accuracy of +/- 6 seconds.
 BC1471
 BC1471.The orthometric height was determined by differential leveling
 BC1471.and adjusted by the National Geodetic Survey in June 1991..
 BC1471
 BC1471.This Tidal Bench Mark is designated as VM 10568
 BC1471.by the Center for Operational Oceanographic Products and Services.
 BC1471
 BC1471.The geoid height was determined by GEOID03.
 BC1471
 BC1471.The dynamic height is computed by dividing the NAVD 88
 BC1471.geopotential number by the normal gravity value computed on the
 BC1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1471.degrees latitude (g = 980.6199 gals.).
 BC1471
 BC1471.The modeled gravity was interpolated from observed gravity values.
 BC1471
 BC1471;                    North         East    Units  Estimated Accuracy
 BC1471;SPC FL E     -   669,860.      156,990.      MT  (+/- 180 meters Scaled)
 BC1471
 BC1471                          SUPERSEDED SURVEY CONTROL
 BC1471
 BC1471  NGVD 29 (09/01/92)    2.107  (m)            6.91   (f) ADJUSTED    2 1
 BC1471
 BC1471.Superseded values are not recommended for survey control.
 BC1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1471.See file dsdata.txt to determine how the superseded data were derived.
 BC1471
 BC1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP570607(NAD 83)
 BC1471_MARKER: DJ = TIDAL STATION DISK
 BC1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1471_SP_SET: CONCRETE POST
 BC1471_STAMPING: 0232 B 1977
 BC1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1471+STABILITY: SURFACE MOTION
 BC1471
 BC1471  HISTORY     - Date     Condition        Report By
 BC1471  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1471  HISTORY     - 1977     GOOD             FLDNR
 BC1471  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 BC1471
 BC1471                          STATION DESCRIPTION
 BC1471
 BC1471'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1471'JACKSONVILLE.
 BC1471'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1471'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE IN MAYPORT, THENCE 0.7
 BC1471'MILES WEST ON A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT. THE
 BC1471'MARK BEARS 528 FEET NORTHWEST OF A NAVIGATION LIGHT LOCATED ON THE
 BC1471'SPIT, 225 FEET SOUTH OF THE ST. JOHNS RIVER, 34 FEET SOUTH OF THE
 BC1471'CENTERLINE OF THE MAIN DIRT ROAD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1471
 BC1471                          STATION RECOVERY (1977)
 BC1471
 BC1471'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1471'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1471'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE IN MAYPORT, THENCE 0.7
 BC1471'MILES WEST ON A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT. THE
 BC1471'MARK BEARS 528 FEET NORTHWEST OF A NAVIGATION LIGHT LOCATED ON THE
 BC1471'SPIT, 225 FEET SOUTH OF THE ST. JOHNS RIVER, 34 FEET SOUTH OF THE
 BC1471'CENTERLINE OF THE MAIN DIRT ROAD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1471
 BC1471                          STATION RECOVERY (1993)
 BC1471
 BC1471'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2415 ***********************************************************************
 BC2415  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2415  DESIGNATION -  872 0232 C TIDAL
 BC2415  PID         -  BC2415
 BC2415  STATE/COUNTY-  FL/DUVAL
 BC2415  USGS QUAD   -  MAYPORT (1992)
 BC2415
 BC2415                         *CURRENT SURVEY CONTROL
 BC2415  ___________________________________________________________________
 BC2415* NAD 83(1986)-  30 22 44.     (N)    081 26 51.     (W)     SCALED    
 BC2415* NAVD 88     -         1.222  (meters)       4.01   (feet)  POSTED    
 BC2415  ___________________________________________________________________
 BC2415  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC2415  DYNAMIC HT  -           1.220 (meters)       4.00  (feet)  COMP
 BC2415  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BC2415
 BC2415  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BC2415
 BC2415.The horizontal coordinates were scaled from a topographic map and have
 BC2415.an estimated accuracy of +/- 6 seconds.
 BC2415
 BC2415.The orthometric height was determined by differential leveling
 BC2415.and adjusted by the National Geodetic Survey in 1992..
 BC2415.No vertical observational check was made to the station.
 BC2415.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BC2415.was located on a no-check spur therefore a value was not computed.
 BC2415
 BC2415.This Tidal Bench Mark is designated as VM 10569
 BC2415.by the Center for Operational Oceanographic Products and Services.
 BC2415
 BC2415.The geoid height was determined by GEOID03.
 BC2415
 BC2415.The dynamic height is computed by dividing the NAVD 88
 BC2415.geopotential number by the normal gravity value computed on the
 BC2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2415.degrees latitude (g = 980.6199 gals.).
 BC2415
 BC2415.The modeled gravity was interpolated from observed gravity values.
 BC2415
 BC2415;                    North         East    Units  Estimated Accuracy
 BC2415;SPC FL E     -   669,950.      156,990.      MT  (+/- 180 meters Scaled)
 BC2415
 BC2415                          SUPERSEDED SURVEY CONTROL
 BC2415
 BC2415  NGVD 29 (09/01/92)    1.560  (m)            5.12   (f) ADJUSTED    2 1
 BC2415
 BC2415.Superseded values are not recommended for survey control.
 BC2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2415.See file dsdata.txt to determine how the superseded data were derived.
 BC2415
 BC2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP570608(NAD 83)
 BC2415_MARKER: DJ = TIDAL STATION DISK
 BC2415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2415_SP_SET: STAINLESS STEEL ROD
 BC2415_STAMPING: 0232 C 1982
 BC2415_MARK LOGO: NOS   
 BC2415_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2415_ROD/PIPE-DEPTH: 6.10 meters
 BC2415
 BC2415  HISTORY     - Date     Condition        Report By
 BC2415  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2415  HISTORY     - 1985     GOOD             FLDNR
 BC2415  HISTORY     - 19930223 GOOD             USPSQD
 BC2415
 BC2415                          STATION DESCRIPTION
 BC2415
 BC2415'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2415'1.5 MI SW FROM MAYPORT.
 BC2415'FROM THE POST OFFICE IN MAYPORT, GO 0.9 MILE SOUTHWEST ON STATE ROAD
 BC2415'A1A TO THE JUNCTION OF A SAND ROAD LEADING WEST ALONG A SAND SPIT, GO
 BC2415'0.6 MILE ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS 23.25 FEET
 BC2415'NORTH OF THE CENTERLINE OF THE MAIN SAND ROAD, 74.75 FEET EAST OF THE
 BC2415'CENTERLINE OF A TRACK ROAD LEADING NORTH, 163 FEET WEST OF THE
 BC2415'CENTERLINE OF ANOTHER TRACK ROAD LEADING NORTH, 65.25 FEET WEST-
 BC2415'SOUTHWEST OF A CABBAGE PALM TREE, 0.1 MILE WEST OF THE FIRST
 BC2415'NAVIGATION LIGHT ON THE SPIT, 1.5 FEET SOUTH OF A WITNESS POST, 0.15
 BC2415'MILE EAST OF BENCH MARK 0232 D 1982, AND 0.2 MILE EAST OF BENCH MARK
 BC2415'0232 E 1982.
 BC2415
 BC2415                          STATION RECOVERY (1993)
 BC2415
 BC2415'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC2415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2416 ***********************************************************************
 BC2416  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2416  DESIGNATION -  872 0232 D TIDAL
 BC2416  PID         -  BC2416
 BC2416  STATE/COUNTY-  FL/DUVAL
 BC2416  USGS QUAD   -  MAYPORT (1992)
 BC2416
 BC2416                         *CURRENT SURVEY CONTROL
 BC2416  ___________________________________________________________________
 BC2416* NAD 83(1986)-  30 22 43.     (N)    081 26 59.     (W)     SCALED    
 BC2416* NAVD 88     -         1.692  (meters)       5.55   (feet)  POSTED    
 BC2416  ___________________________________________________________________
 BC2416  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2416  DYNAMIC HT  -           1.690 (meters)       5.54  (feet)  COMP
 BC2416  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 BC2416
 BC2416  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BC2416
 BC2416.The horizontal coordinates were scaled from a topographic map and have
 BC2416.an estimated accuracy of +/- 6 seconds.
 BC2416
 BC2416.The orthometric height was determined by differential leveling
 BC2416.and adjusted by the National Geodetic Survey in 1992..
 BC2416.No vertical observational check was made to the station.
 BC2416.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BC2416.was located on a no-check spur therefore a value was not computed.
 BC2416
 BC2416.This Tidal Bench Mark is designated as VM 10570
 BC2416.by the Center for Operational Oceanographic Products and Services.
 BC2416
 BC2416.The geoid height was determined by GEOID03.
 BC2416
 BC2416.The dynamic height is computed by dividing the NAVD 88
 BC2416.geopotential number by the normal gravity value computed on the
 BC2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2416.degrees latitude (g = 980.6199 gals.).
 BC2416
 BC2416.The modeled gravity was interpolated from observed gravity values.
 BC2416
 BC2416;                    North         East    Units  Estimated Accuracy
 BC2416;SPC FL E     -   669,920.      156,780.      MT  (+/- 180 meters Scaled)
 BC2416
 BC2416                          SUPERSEDED SURVEY CONTROL
 BC2416
 BC2416  NGVD 29 (09/01/92)    2.030  (m)            6.66   (f) ADJUSTED    2 1
 BC2416
 BC2416.Superseded values are not recommended for survey control.
 BC2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2416.See file dsdata.txt to determine how the superseded data were derived.
 BC2416
 BC2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP567608(NAD 83)
 BC2416_MARKER: DJ = TIDAL STATION DISK
 BC2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2416_SP_SET: CONCRETE POST
 BC2416_STAMPING: 0232 D 1982
 BC2416_MARK LOGO: NOS   
 BC2416_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2416+STABILITY: SURFACE MOTION
 BC2416
 BC2416  HISTORY     - Date     Condition        Report By
 BC2416  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2416  HISTORY     - 1985     GOOD             FLDNR
 BC2416  HISTORY     - 19930223 GOOD             USPSQD
 BC2416
 BC2416                          STATION DESCRIPTION
 BC2416
 BC2416'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2416'1.65 MI SW FROM MAYPORT.
 BC2416'FROM THE POST OFFICE IN MAYPORT, GO 0.9 MILE SOUTHWEST ON STATE ROAD
 BC2416'A1A TO THE JUNCTION OF A SAND ROAD LEADING WEST ALONG A SAND SPIT, GO
 BC2416'0.75 MILE ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS 25.5 FEET
 BC2416'NORTH OF THE CENTERLINE OF THE MAIN SAND ROAD, 30.3 FEET EAST OF THE
 BC2416'JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 36.75 FEET WEST OF THE
 BC2416'CENTERLINE OF A TRACK ROAD LEADING NORTH, 19.25 FEET EAST-SOUTHEAST
 BC2416'OF THE CENTER OF TWO CABBAGE PALMS, 1.5 FEET SOUTH OF A WITNESS POST,
 BC2416'AND 0.15 MILE WEST OF BENCH MARK 0232 C 1982.
 BC2416
 BC2416                          STATION RECOVERY (1993)
 BC2416
 BC2416'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC2416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2417 ***********************************************************************
 BC2417  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2417  DESIGNATION -  872 0232 E TIDAL
 BC2417  PID         -  BC2417
 BC2417  STATE/COUNTY-  FL/DUVAL
 BC2417  USGS QUAD   -  MAYPORT (1992)
 BC2417
 BC2417                         *CURRENT SURVEY CONTROL
 BC2417  ___________________________________________________________________
 BC2417* NAD 83(1986)-  30 22 43.     (N)    081 27 03.     (W)     SCALED    
 BC2417* NAVD 88     -         2.028  (meters)       6.65   (feet)  POSTED    
 BC2417  ___________________________________________________________________
 BC2417  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2417  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 BC2417  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 BC2417
 BC2417  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BC2417
 BC2417.The horizontal coordinates were scaled from a topographic map and have
 BC2417.an estimated accuracy of +/- 6 seconds.
 BC2417
 BC2417.The orthometric height was determined by differential leveling
 BC2417.and adjusted by the National Geodetic Survey in 1992..
 BC2417.No vertical observational check was made to the station.
 BC2417.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BC2417.was located on a no-check spur therefore a value was not computed.
 BC2417
 BC2417.This Tidal Bench Mark is designated as VM 10571
 BC2417.by the Center for Operational Oceanographic Products and Services.
 BC2417
 BC2417.The geoid height was determined by GEOID03.
 BC2417
 BC2417.The dynamic height is computed by dividing the NAVD 88
 BC2417.geopotential number by the normal gravity value computed on the
 BC2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2417.degrees latitude (g = 980.6199 gals.).
 BC2417
 BC2417.The modeled gravity was interpolated from observed gravity values.
 BC2417
 BC2417;                    North         East    Units  Estimated Accuracy
 BC2417;SPC FL E     -   669,920.      156,670.      MT  (+/- 180 meters Scaled)
 BC2417
 BC2417                          SUPERSEDED SURVEY CONTROL
 BC2417
 BC2417  NGVD 29 (09/01/92)    2.366  (m)            7.76   (f) ADJUSTED    2 1
 BC2417
 BC2417.Superseded values are not recommended for survey control.
 BC2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2417.See file dsdata.txt to determine how the superseded data were derived.
 BC2417
 BC2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP566608(NAD 83)
 BC2417_MARKER: DJ = TIDAL STATION DISK
 BC2417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2417_SP_SET: STAINLESS STEEL ROD
 BC2417_STAMPING: 0232 E 1982
 BC2417_MARK LOGO: NOS   
 BC2417_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2417_ROD/PIPE-DEPTH: 6.10 meters
 BC2417
 BC2417  HISTORY     - Date     Condition        Report By
 BC2417  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2417  HISTORY     - 1985     GOOD             FLDNR
 BC2417  HISTORY     - 19930223 GOOD             USPSQD
 BC2417
 BC2417                          STATION DESCRIPTION
 BC2417
 BC2417'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2417'1.7 MI SW FROM MAYPORT.
 BC2417'FROM THE POST OFFICE IN MAYPORT, GO 0.9 MILE SOUTHWEST ON STATE ROAD
 BC2417'A1A TO THE JUNCTION OF A SAND ROAD LEADING WEST ALONG A SAND SPIT, GO
 BC2417'0.8 MILE ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS 23 FEET
 BC2417'NORTH OF THE CENTERLINE OF THE MAIN SAND ROAD, 94.3 FEET WEST-
 BC2417'NORTHWEST OF THE INTERSECTION OF THE MAIN SAND ROAD AND FOUR TRACK
 BC2417'ROADS WHICH CONVERGE, 20.75 FEET SOUTHWEST OF THE CENTERLINE OF A
 BC2417'TRACK ROAD, 14 FEET EAST OF A CEDAR TREE, 1.1 FEET SOUTH OF A WITNESS
 BC2417'POST, AND 0.2 MILE WEST OF BENCH MARK 0232 C 1982.
 BC2417
 BC2417                          STATION RECOVERY (1993)
 BC2417
 BC2417'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC2417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0354 ***********************************************************************
 BC0354  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0354  DESIGNATION -  872 0242 TIDAL 4
 BC0354  PID         -  BC0354
 BC0354  STATE/COUNTY-  FL/DUVAL
 BC0354  USGS QUAD   -  JACKSONVILLE (1994)
 BC0354
 BC0354                         *CURRENT SURVEY CONTROL
 BC0354  ___________________________________________________________________
 BC0354* NAD 83(1986)-  30 21 19.     (N)    081 37 31.     (W)     SCALED    
 BC0354* NAVD 88     -         3.226  (meters)      10.58   (feet)  ADJUSTED  
 BC0354  ___________________________________________________________________
 BC0354  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC0354  DYNAMIC HT  -           3.222 (meters)      10.57  (feet)  COMP
 BC0354  MODELED GRAV-     979,365.6   (mgal)                       NAVD 88
 BC0354
 BC0354  VERT ORDER  -  FIRST     CLASS II
 BC0354
 BC0354.The horizontal coordinates were scaled from a topographic map and have
 BC0354.an estimated accuracy of +/- 6 seconds.
 BC0354
 BC0354.The orthometric height was determined by differential leveling
 BC0354.and adjusted by the National Geodetic Survey in June 1991..
 BC0354
 BC0354.This Tidal Bench Mark is designated as VM 5126
 BC0354.by the Center for Operational Oceanographic Products and Services.
 BC0354
 BC0354.The geoid height was determined by GEOID03.
 BC0354
 BC0354.The dynamic height is computed by dividing the NAVD 88
 BC0354.geopotential number by the normal gravity value computed on the
 BC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0354.degrees latitude (g = 980.6199 gals.).
 BC0354
 BC0354.The modeled gravity was interpolated from observed gravity values.
 BC0354
 BC0354;                    North         East    Units  Estimated Accuracy
 BC0354;SPC FL E     -   667,420.      139,890.      MT  (+/- 180 meters Scaled)
 BC0354
 BC0354                          SUPERSEDED SURVEY CONTROL
 BC0354
 BC0354  NGVD 29 (09/01/92)    3.554  (m)           11.66   (f) ADJUSTED    1 2
 BC0354
 BC0354.Superseded values are not recommended for survey control.
 BC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0354.See file dsdata.txt to determine how the superseded data were derived.
 BC0354
 BC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP399583(NAD 83)
 BC0354_MARKER: DJ = TIDAL STATION DISK
 BC0354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC0354_SP_SET: FOOTING
 BC0354_STAMPING: NO 4 1928
 BC0354_MARK LOGO: CGS   
 BC0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0354+STABILITY: SURFACE MOTION
 BC0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0354+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 BC0354
 BC0354  HISTORY     - Date     Condition        Report By
 BC0354  HISTORY     - 1928     MONUMENTED       CGS
 BC0354  HISTORY     - 1975     GOOD             NGS
 BC0354  HISTORY     - 1977     GOOD             FLDNR
 BC0354  HISTORY     - 19910419 GOOD             NGS
 BC0354
 BC0354                          STATION DESCRIPTION
 BC0354
 BC0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0354'AT JACKSONVILLE.
 BC0354'AT JACKSONVILLE AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 BC0354'TALLEYRAND AVENUE AND EAST 18TH STREET, JUST SOUTH OF FIRE
 BC0354'STATION NO. 11, 60 FEET WEST OF THE CENTER LINE OF TALLEYRAND
 BC0354'AVENUE, 17 FEET SOUTH OF THE SOUTHEAST CORNER OF FIRE STATION
 BC0354'11, 15 FEET NORTH OF THE NORTHEAST CORNER OF FIRE DEPARTMENT STORE
 BC0354'ROOM BUILDING, IN THE FOUNDATION OF WHAT WAS A WATER TOWER, ABOUT
 BC0354'0.5 FEET ABOVE THE GROUND.
 BC0354
 BC0354                          STATION RECOVERY (1977)
 BC0354
 BC0354'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0354'RECOVERED IN GOOD CONDITION.
 BC0354
 BC0354                          STATION RECOVERY (1991)
 BC0354
 BC0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0354'IN JACKSONVILLE, AT THE INTERSECTION OF TALLEYRAND AVENUE AND EAST
 BC0354'18TH STREET, NEAR THE EAST CORNER OF THE CONCRETE FOOTING OF A WATER
 BC0354'TOWER (TOWER REMOVED), 44.0 M (144.4 FT) SOUTH OF THE STREET CENTER,
 BC0354'12.7 M (41.7 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 BC0354'SOUTHBOUND LANES OF THE AVENUE, 5.6 M (18.4 FT) SOUTH OF THE
 BC0354'SOUTHEAST CORNER OF A STORAGE ROOM AT FIRE STATION NUMBER 11, 0.3 M
 BC0354'(1.0 FT) EAST OF A CHAIN-LINK FENCE, AND 0.2 M (0.7 FT) ABOVE THE
 BC0354'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1565 ***********************************************************************
 BC1565  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1565  DESIGNATION -  872 0242 TIDAL 9
 BC1565  PID         -  BC1565
 BC1565  STATE/COUNTY-  FL/DUVAL
 BC1565  USGS QUAD   -  JACKSONVILLE (1994)
 BC1565
 BC1565                         *CURRENT SURVEY CONTROL
 BC1565  ___________________________________________________________________
 BC1565* NAD 83(1986)-  30 21 22.     (N)    081 37 33.     (W)     SCALED    
 BC1565* NAVD 88     -         3.299  (meters)      10.82   (feet)  ADJUSTED  
 BC1565  ___________________________________________________________________
 BC1565  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC1565  DYNAMIC HT  -           3.295 (meters)      10.81  (feet)  COMP
 BC1565  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 BC1565
 BC1565  VERT ORDER  -  SECOND    CLASS I
 BC1565
 BC1565.The horizontal coordinates were scaled from a topographic map and have
 BC1565.an estimated accuracy of +/- 6 seconds.
 BC1565
 BC1565.The orthometric height was determined by differential leveling
 BC1565.and adjusted by the National Geodetic Survey in June 1991..
 BC1565
 BC1565.This Tidal Bench Mark is designated as VM 17066
 BC1565.by the Center for Operational Oceanographic Products and Services.
 BC1565
 BC1565.The geoid height was determined by GEOID03.
 BC1565
 BC1565.The dynamic height is computed by dividing the NAVD 88
 BC1565.geopotential number by the normal gravity value computed on the
 BC1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1565.degrees latitude (g = 980.6199 gals.).
 BC1565
 BC1565.The modeled gravity was interpolated from observed gravity values.
 BC1565
 BC1565;                    North         East    Units  Estimated Accuracy
 BC1565;SPC FL E     -   667,510.      139,840.      MT  (+/- 180 meters Scaled)
 BC1565
 BC1565                          SUPERSEDED SURVEY CONTROL
 BC1565
 BC1565  NGVD 29 (09/01/92)    3.627  (m)           11.90   (f) ADJUSTED    2 1
 BC1565
 BC1565.Superseded values are not recommended for survey control.
 BC1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1565.See file dsdata.txt to determine how the superseded data were derived.
 BC1565
 BC1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP398584(NAD 83)
 BC1565_MARKER: DJ = TIDAL STATION DISK
 BC1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1565_SP_SET: CONCRETE FOUNDATION
 BC1565_STAMPING: NO 9 1958
 BC1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1565
 BC1565  HISTORY     - Date     Condition        Report By
 BC1565  HISTORY     - 1958     MONUMENTED       CGS
 BC1565  HISTORY     - 1977     GOOD             FLDNR
 BC1565
 BC1565                          STATION DESCRIPTION
 BC1565
 BC1565'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1565'JACKSONVILLE.
 BC1565'MARK IS LOCATED BETWEEN 18TH AND 19TH STREETS, WEST
 BC1565'OF TALLEYRAND AVENUE. MARK BEARS 12 FEET SOUTHWEST
 BC1565'OF THE SOUTHWEST CORNER OF AN OVERFLOW DRAIN, SET FLUSH
 BC1565'IN THE NORTHEAST CORNER OF A 4 1/2 FOOT SQUARE CONCRETE
 BC1565'FOUNDATION OF THE NORTHEAST, ONE OF A TEN LEGGED
 BC1565'FOUNDATION OF A ELEVATED STORAGE TANK OF THE
 BC1565'JACKSONVILLE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1422 ***********************************************************************
 BC1422  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1422  DESIGNATION -  872 0244 D TIDAL
 BC1422  PID         -  BC1422
 BC1422  STATE/COUNTY-  FL/DUVAL
 BC1422  USGS QUAD   -  ARLINGTON (1992)
 BC1422
 BC1422                         *CURRENT SURVEY CONTROL
 BC1422  ___________________________________________________________________
 BC1422* NAD 83(1986)-  30 22 08.     (N)    081 33 32.     (W)     SCALED    
 BC1422* NAVD 88     -         2.823  (meters)       9.26   (feet)  ADJUSTED  
 BC1422  ___________________________________________________________________
 BC1422  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1422  DYNAMIC HT  -           2.819 (meters)       9.25  (feet)  COMP
 BC1422  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC1422
 BC1422  VERT ORDER  -  SECOND    CLASS I
 BC1422
 BC1422.The horizontal coordinates were scaled from a topographic map and have
 BC1422.an estimated accuracy of +/- 6 seconds.
 BC1422
 BC1422.The orthometric height was determined by differential leveling
 BC1422.and adjusted by the National Geodetic Survey in June 1991..
 BC1422
 BC1422.This Tidal Bench Mark is designated as VM 5141
 BC1422.by the Center for Operational Oceanographic Products and Services.
 BC1422
 BC1422.The geoid height was determined by GEOID03.
 BC1422
 BC1422.The dynamic height is computed by dividing the NAVD 88
 BC1422.geopotential number by the normal gravity value computed on the
 BC1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1422.degrees latitude (g = 980.6199 gals.).
 BC1422
 BC1422.The modeled gravity was interpolated from observed gravity values.
 BC1422
 BC1422;                    North         East    Units  Estimated Accuracy
 BC1422;SPC FL E     -   668,890.      146,280.      MT  (+/- 180 meters Scaled)
 BC1422
 BC1422                          SUPERSEDED SURVEY CONTROL
 BC1422
 BC1422  NGVD 29 (09/01/92)    3.149  (m)           10.33   (f) ADJUSTED    2 1
 BC1422
 BC1422.Superseded values are not recommended for survey control.
 BC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1422.See file dsdata.txt to determine how the superseded data were derived.
 BC1422
 BC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462597(NAD 83)
 BC1422_MARKER: DJ = TIDAL STATION DISK
 BC1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1422_SP_SET: SHALLOW SET METAL ROD
 BC1422_STAMPING: 0244 D 1977
 BC1422_MARK LOGO: NOS   
 BC1422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1422+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BC1422
 BC1422  HISTORY     - Date     Condition        Report By
 BC1422  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1422  HISTORY     - 1987     GOOD             FLDNR
 BC1422  HISTORY     - 19920625 GOOD             FLDNR
 BC1422
 BC1422                          STATION DESCRIPTION
 BC1422
 BC1422'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1422'JACKSONVILLE.
 BC1422'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 5 MILES WEST ALONG
 BC1422'FORT CAROLINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD. THENCE, 0.2
 BC1422'MILES ALONG THE DIRT DRIVEWAY TO THE REAR OF 8331 FORT CAROLINE ROAD.
 BC1422'THE MARK BEARS 105.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 BC1422'HOUSE, 60.5 FEET EAST OF A 54 INCH LIVE OAK, AND 6.5 FEET WEST OF A
 BC1422'METAL FRAME FENCE RUNNING NORTH AND SOUTH. MARK IS AN NOS TIDAL BENCH
 BC1422'MARK.
 BC1422
 BC1422                          STATION RECOVERY (1987)
 BC1422
 BC1422'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1422'RECOVERED AS DESCRIBED.
 BC1422
 BC1422                          STATION RECOVERY (1992)
 BC1422
 BC1422'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1422'THE MARK IS ON THE EAST SIDE OF JACKSONVILLE BEHIND HOUSE NUMBER 8331
 BC1422'FORT CAROLINE ROAD, IN SECTION , T , R . TO REACH THE MARK FROM THE
 BC1422'INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC BLVD) AND ST. JOHNS BLUFF
 BC1422'ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO NORTH ON ST. JOHNS BLUFF
 BC1422'ROAD FOR 2.10 MI (3.38 KM) TO THE JUNCTION OF FORT CAROLINE ROAD, TURN
 BC1422'LEFT ON FORT CAROLINE ROAD AND GO WESTERLY FOR 0.80 MI (1.29 KM) TO
 BC1422'THE Y JUNCTION OF MERRILL ROAD, BEAR RIGHT ON FORT CAROLINE ROAD AND
 BC1422'GO WESTERLY FOR 1.50 MI (2.41 KM) TO A DRIVEWAY ON THE RIGHT, TURN
 BC1422'RIGHT AND GO NORTH ON THE DRIVEWAY FOR 30.0 FT (9.1 M) TO A Y
 BC1422'JUNCTION, BEAR RIGHT ON THE NARROW DIM PATH ROAD AND GO NORTH FOR 0.15
 BC1422'MI (0.24 KM) TO THE MARK ON THE RIGHT SET IN THE TOP OF A CONCRETE
 BC1422'MONUMENT, PROJECTING 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND.
 BC1422'LOCATED ABOUT 105.5 FT (32.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 BC1422'FRAME HOUSE, 61.9 FT (18.9 M) SOUTHEAST OF A 4.5 FT (1.4 M) DIAMETER
 BC1422'TWIN FORKED LIVE OAK, 6.1 FT (1.9 M) WEST OF A NORTH-SOUTH METAL FENCE
 BC1422'AND 1.7 FT (0.5 M) WEST OF A METAL WITNESS POST. NOTE, NOT LEVELED
 BC1422'THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1421 ***********************************************************************
 BC1421  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1421  DESIGNATION -  872 0244 E TIDAL
 BC1421  PID         -  BC1421
 BC1421  STATE/COUNTY-  FL/DUVAL
 BC1421  USGS QUAD   -  ARLINGTON (1992)
 BC1421
 BC1421                         *CURRENT SURVEY CONTROL
 BC1421  ___________________________________________________________________
 BC1421* NAD 83(1986)-  30 22 00.     (N)    081 33 31.     (W)     SCALED    
 BC1421* NAVD 88     -         6.239  (meters)      20.47   (feet)  ADJUSTED  
 BC1421  ___________________________________________________________________
 BC1421  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1421  DYNAMIC HT  -           6.231 (meters)      20.44  (feet)  COMP
 BC1421  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BC1421
 BC1421  VERT ORDER  -  SECOND    CLASS I
 BC1421
 BC1421.The horizontal coordinates were scaled from a topographic map and have
 BC1421.an estimated accuracy of +/- 6 seconds.
 BC1421
 BC1421.The orthometric height was determined by differential leveling
 BC1421.and adjusted by the National Geodetic Survey in June 1991..
 BC1421
 BC1421.This Tidal Bench Mark is designated as VM 5142
 BC1421.by the Center for Operational Oceanographic Products and Services.
 BC1421
 BC1421.The geoid height was determined by GEOID03.
 BC1421
 BC1421.The dynamic height is computed by dividing the NAVD 88
 BC1421.geopotential number by the normal gravity value computed on the
 BC1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1421.degrees latitude (g = 980.6199 gals.).
 BC1421
 BC1421.The modeled gravity was interpolated from observed gravity values.
 BC1421
 BC1421;                    North         East    Units  Estimated Accuracy
 BC1421;SPC FL E     -   668,650.      146,300.      MT  (+/- 180 meters Scaled)
 BC1421
 BC1421                          SUPERSEDED SURVEY CONTROL
 BC1421
 BC1421  NGVD 29 (09/01/92)    6.565  (m)           21.54   (f) ADJUSTED    2 1
 BC1421
 BC1421.Superseded values are not recommended for survey control.
 BC1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1421.See file dsdata.txt to determine how the superseded data were derived.
 BC1421
 BC1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP463595(NAD 83)
 BC1421_MARKER: DJ = TIDAL STATION DISK
 BC1421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1421_SP_SET: COPPER-CLAD STEEL ROD
 BC1421_STAMPING: 0244 E 1977
 BC1421_MARK LOGO: NOS   
 BC1421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1421+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BC1421
 BC1421  HISTORY     - Date     Condition        Report By
 BC1421  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1421  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 BC1421  HISTORY     - 19920625 GOOD             FLDNR
 BC1421
 BC1421                          STATION DESCRIPTION
 BC1421
 BC1421'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1421'JACKSONVILLE.
 BC1421'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 1.5 MILES ALONG FORT
 BC1421'CAROLINE ROAD FROM THE INTERSECTION OF MERRILL ROAD. THE MARK BEARS
 BC1421'7.5 FEET NORTH OF AN ASPHALT ROAD LEADING EAST OFF OF FORT CAROLINE
 BC1421'ROAD, 67 FEET NORTH OF THE CENTERLINE OF FORT CAROLINE ROAD. MARK IS
 BC1421'AN NOS TIDAL BENCH MARK.
 BC1421
 BC1421                          STATION RECOVERY (1987)
 BC1421
 BC1421'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1421'THE MARK WAS NOT FOUND.
 BC1421
 BC1421                          STATION RECOVERY (1992)
 BC1421
 BC1421'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1421'THE MARK IS ON THE EAST SIDE OF JACKSONVILLE IN FRONT OF HOUSE NUMBER
 BC1421'8331 FORT CAROLINE ROAD, IN SECTION 36, T 2 S, R 27 E. TO REACH THE
 BC1421'MARK FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC BLVD) AND ST.
 BC1421'JOHNS BLUFF ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO NORTH ON ST.
 BC1421'JOHNS BLUFF ROAD FOR 2.10 MI (3.38 KM) TO THE JUNCTION OF FORT
 BC1421'CAROLINE ROAD, TURN LEFT ON FORT CAROLINE ROAD AND GO WESTERLY FOR
 BC1421'0.80 MI (1.29 KM) TO THE Y JUNCTION OF MERRILL ROAD, BEAR RIGHT ON
 BC1421'FORT CAROLINE ROAD AND GO WESTERLY FOR 1.50 MI (2.41 KM) TO THE MARK
 BC1421'ON THE RIGHT SET ON THE TOP OF A COPPER CLAD STEEL ROD DRIVEN TO
 BC1421'REFUSAL AT A DEPTH OF 16.0 FT (4.9 M) AND ENCASED IN A 4-INCH PVC PIPE
 BC1421'AND CONCRETE KICKBLOCK, RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 BC1421'THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF FORT CAROLINE ROAD.
 BC1421'LOCATED 66.9 FT (20.4 M) NORTH OF THE CENTERLINE OF FORT CAROLINE
 BC1421'ROAD, 27.9 FT (8.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 BC1421'DRIVEWAY LEADING TO THE JOHN ROSS HOUSE, 18.0 FT (5.5 M) NORTH OF THE
 BC1421'APPROXIMATE CENTERLINE OF AN OLD ASPHALT ROAD PARALLEL TO FORT
 BC1421'CAROLINE ROAD, 7.5 FT (2.3 M) SOUTH OF A POWER POLE WITH TWO GUY WIRES
 BC1421'AND TELEPHONE CABLE BOX NUMBER S8331 ATTACHED AND 1.0 FT (0.3 M) SOUTH
 BC1421'OF A METAL WITNESS POST. NOTE  THE PVC PIPE IS NO LONGER AROUND THE
 BC1421'COPPER CLAD STEEL ROD OR THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1420 ***********************************************************************
 BC1420  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1420  DESIGNATION -  872 0244 F TIDAL
 BC1420  PID         -  BC1420
 BC1420  STATE/COUNTY-  FL/DUVAL
 BC1420  USGS QUAD   -  ARLINGTON (1992)
 BC1420
 BC1420                         *CURRENT SURVEY CONTROL
 BC1420  ___________________________________________________________________
 BC1420* NAD 83(1986)-  30 21 28.     (N)    081 32 55.     (W)     SCALED    
 BC1420* NAVD 88     -         9.944  (meters)      32.62   (feet)  ADJUSTED  
 BC1420  ___________________________________________________________________
 BC1420  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BC1420  DYNAMIC HT  -           9.931 (meters)      32.58  (feet)  COMP
 BC1420  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 BC1420
 BC1420  VERT ORDER  -  SECOND    CLASS I
 BC1420
 BC1420.The horizontal coordinates were scaled from a topographic map and have
 BC1420.an estimated accuracy of +/- 6 seconds.
 BC1420
 BC1420.The orthometric height was determined by differential leveling
 BC1420.and adjusted by the National Geodetic Survey in July 2004..
 BC1420
 BC1420.This Tidal Bench Mark is designated as VM 5143
 BC1420.by the Center for Operational Oceanographic Products and Services.
 BC1420
 BC1420.The geoid height was determined by GEOID03.
 BC1420
 BC1420.The dynamic height is computed by dividing the NAVD 88
 BC1420.geopotential number by the normal gravity value computed on the
 BC1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1420.degrees latitude (g = 980.6199 gals.).
 BC1420
 BC1420.The modeled gravity was interpolated from observed gravity values.
 BC1420
 BC1420;                    North         East    Units  Estimated Accuracy
 BC1420;SPC FL E     -   667,650.      147,260.      MT  (+/- 180 meters Scaled)
 BC1420
 BC1420                          SUPERSEDED SURVEY CONTROL
 BC1420
 BC1420  NAVD 88 (06/15/91)    9.956  (m)           32.66   (f) UNKNOWN     2 1
 BC1420  NGVD 29 (09/01/92)   10.282  (m)           33.73   (f) ADJUSTED    2 1
 BC1420
 BC1420.Superseded values are not recommended for survey control.
 BC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1420.See file dsdata.txt to determine how the superseded data were derived.
 BC1420
 BC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP472585(NAD 83)
 BC1420_MARKER: DJ = TIDAL STATION DISK
 BC1420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1420_SP_SET: COPPER-CLAD STEEL ROD
 BC1420_STAMPING: 0244 F 1977
 BC1420_MARK LOGO: NOS   
 BC1420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1420+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BC1420
 BC1420  HISTORY     - Date     Condition        Report By
 BC1420  HISTORY     - 1977     MONUMENTED       NOS
 BC1420  HISTORY     - 1977     GOOD             FLDNR
 BC1420  HISTORY     - 1987     GOOD             FLDNR
 BC1420  HISTORY     - 19920625 GOOD             FLDNR
 BC1420
 BC1420                          STATION DESCRIPTION
 BC1420
 BC1420'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1420'JACKSONVILLE.
 BC1420'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 4.15 MILES WEST ALONG
 BC1420'FORT CAROLINE ROAD FROM THE INTERSECTION OF MERRILL ROAD. THE MARK
 BC1420'BEARS 24.5 FEET SOUTHWEST OF THE CENTERLINE OF FORT CAROLINE ROAD,
 BC1420'3.5 FEET EAST-NORTHEAST OF A POWER POLE, AND 24 FEET NORTHEAST OF THE
 BC1420'CORNER OF A CHAIN LINK FENCE. MARK IS AN NOS TIDAL BENCH MARK.
 BC1420
 BC1420                          STATION RECOVERY (1987)
 BC1420
 BC1420'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1420'RECOVERED AS DESCRIBED.
 BC1420
 BC1420                          STATION RECOVERY (1992)
 BC1420
 BC1420'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1420'THE MARK IS ON THE EAST SIDE OF JACKSONVILLE IN FRONT OF BUILDING
 BC1420'NUMBER 9150 FORT CAROLINE ROAD, IN SECTION 1, T 2 S, R 27 E. TO REACH
 BC1420'THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC BLVD) AND
 BC1420'ST. JOHNS BLUFF ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO NORTH ON
 BC1420'ST. JOHNS BLUFF ROAD FOR 2.10 MI (3.38 KM) TO THE JUNCTION OF FORT
 BC1420'CAROLINE ROAD, TURN LEFT ON FORT CAROLINE ROAD AND GO WESTERLY FOR
 BC1420'0.80 MI (1.29 KM) TO THE Y JUNCTION OF MERRILL ROAD, BEAR RIGHT ON
 BC1420'FORT CAROLINE ROAD AND GO WESTERLY FOR 0.75 MI (1.21 KM) TO THE MARK
 BC1420'ON THE LEFT SET ON THE TOP OF A COPPER CLAD STEEL ROD DRIVEN TO
 BC1420'REFUSAL AT A DEPTH OF 16.0 FT (4.9 M) AND ENCASED IN A 4-INCH PVC PIPE
 BC1420'AND CONCRETE KICKBLOCK. LOCATED 42.5 FT (13.0 M) EAST OF THE NORTHEAST
 BC1420'CORNER OF THE BLOCK BUILDING, 26.3 FT (8.0 M) SOUTHWEST OF THE
 BC1420'CENTERLINE OF FORT CAROLINE ROAD, 24.5 FT (7.5 M) NORTHEAST OF THE
 BC1420'CORNER OF THE CHAIN LINK FENCE, 17.4 FT (5.3 M) EAST OF A YELLOW FIRE
 BC1420'HYDRANT, 10.4 FT (3.2 M) NORTHEAST OF THE CONCRETE POWER POLE NUMBER
 BC1420'F65T, 3.5 FT (1.1 M) EAST-NORTHEAST OF POWER POLE NUMBER 20, 0.8 FT
 BC1420'(24.4 CM) SOUTHWEST OF A METAL WITNESS POST AND RECESSED 0.3 FT (9.1
 BC1420'CM) BELOW THE LEVEL OF THE GROUND. NOTE  THE PVC PIPE IS NO LONGER
 BC1420'AROUND THE COPPER CLAD STEEL ROD OR THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1419 ***********************************************************************
 BC1419  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1419  DESIGNATION -  872 0244 TIDAL 4
 BC1419  PID         -  BC1419
 BC1419  STATE/COUNTY-  FL/DUVAL
 BC1419  USGS QUAD   -  ARLINGTON (1992)
 BC1419
 BC1419                         *CURRENT SURVEY CONTROL
 BC1419  ___________________________________________________________________
 BC1419* NAD 83(1986)-  30 21 27.     (N)    081 32 31.     (W)     SCALED    
 BC1419* NAVD 88     -         7.041  (meters)      23.10   (feet)  ADJUSTED  
 BC1419  ___________________________________________________________________
 BC1419  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC1419  DYNAMIC HT  -           7.032 (meters)      23.07  (feet)  COMP
 BC1419  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BC1419
 BC1419  VERT ORDER  -  SECOND    CLASS I
 BC1419
 BC1419.The horizontal coordinates were scaled from a topographic map and have
 BC1419.an estimated accuracy of +/- 6 seconds.
 BC1419
 BC1419.The orthometric height was determined by differential leveling
 BC1419.and adjusted by the National Geodetic Survey in June 1991..
 BC1419
 BC1419.This Tidal Bench Mark is designated as VM 5140
 BC1419.by the Center for Operational Oceanographic Products and Services.
 BC1419
 BC1419.The geoid height was determined by GEOID03.
 BC1419
 BC1419.The dynamic height is computed by dividing the NAVD 88
 BC1419.geopotential number by the normal gravity value computed on the
 BC1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1419.degrees latitude (g = 980.6199 gals.).
 BC1419
 BC1419.The modeled gravity was interpolated from observed gravity values.
 BC1419
 BC1419;                    North         East    Units  Estimated Accuracy
 BC1419;SPC FL E     -   667,620.      147,900.      MT  (+/- 180 meters Scaled)
 BC1419
 BC1419                          SUPERSEDED SURVEY CONTROL
 BC1419
 BC1419  NGVD 29 (09/01/92)    7.367  (m)           24.17   (f) ADJUSTED    2 1
 BC1419
 BC1419.Superseded values are not recommended for survey control.
 BC1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1419.See file dsdata.txt to determine how the superseded data were derived.
 BC1419
 BC1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP479585(NAD 83)
 BC1419_MARKER: DJ = TIDAL STATION DISK
 BC1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1419_SP_SET: CONCRETE POST
 BC1419_STAMPING: NO 4 1952
 BC1419_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1419+STABILITY: SURFACE MOTION
 BC1419
 BC1419  HISTORY     - Date     Condition        Report By
 BC1419  HISTORY     - 1952     MONUMENTED       CGS
 BC1419  HISTORY     - 1977     GOOD             FLDNR
 BC1419  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 BC1419  HISTORY     - 19920625 MARK NOT FOUND   FLDNR
 BC1419
 BC1419                          STATION DESCRIPTION
 BC1419
 BC1419'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1419'JACKSONVILLE.
 BC1419'TO REACH FROM THE INTERSECTION OF MERRILL ROAD AND FORT CAROLINE ROAD
 BC1419'GO WEST ON FORT CAROLINE ROAD FOR 0.1 MILES TO A PAVED ROAD LEADING
 BC1419'TO THE RIGHT, THENCE GO NORTH ALONG THIS ROAD 0.2 MILES TO ITS DEAD
 BC1419'END INTO ANOTHER PAVED ROAD, THENCE GO NORTHWEST ALONG THIS ROAD 0.1
 BC1419'MILES TO THE PROPERTY OF MISTER SAYE. THE MARK IS ON MR SAYES
 BC1419'PROPERTY, ON SOUTH SHORE OF MILL COVE ON TOP OF A STEEP SAND HILL, 29
 BC1419'FEET EAST OF CENTERLINE OF A PATH, 4 FEET WEST OF A WIRE FENCE, 10
 BC1419'FEET NORTHEAST OF THE NORTHEAST SIDE OF A 24 INCH OAK TREE.
 BC1419
 BC1419                          STATION RECOVERY (1987)
 BC1419
 BC1419'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1419'THE MARK WAS NOT FOUND, PRESUMED TO HAVE BEEN DESTROYED BY THE EROSION
 BC1419'OF SAND HILL.
 BC1419
 BC1419                          STATION RECOVERY (1992)
 BC1419
 BC1419'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1419'NOTE  MEASUREMENTS WERE TAKEN BUT THE MARK WAS NOT FOUND.  THE OAK
 BC1419'TREE AND FENCE ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1441 ***********************************************************************
 BC1441  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1441  DESIGNATION -  872 0267 D TIDAL
 BC1441  PID         -  BC1441
 BC1441  STATE/COUNTY-  FL/DUVAL
 BC1441  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1441
 BC1441                         *CURRENT SURVEY CONTROL
 BC1441  ___________________________________________________________________
 BC1441* NAD 83(1986)-  30 19 30.     (N)    081 26 17.     (W)     SCALED    
 BC1441* NAVD 88     -         0.755  (meters)       2.48   (feet)  ADJUSTED  
 BC1441  ___________________________________________________________________
 BC1441  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BC1441  DYNAMIC HT  -           0.754 (meters)       2.47  (feet)  COMP
 BC1441  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BC1441
 BC1441  VERT ORDER  -  SECOND    CLASS I
 BC1441
 BC1441.The horizontal coordinates were scaled from a topographic map and have
 BC1441.an estimated accuracy of +/- 6 seconds.
 BC1441
 BC1441.The orthometric height was determined by differential leveling
 BC1441.and adjusted by the National Geodetic Survey in June 2006..
 BC1441.No vertical observational check was made to the station.
 BC1441
 BC1441.This Tidal Bench Mark is designated as VM 5152
 BC1441.by the Center for Operational Oceanographic Products and Services.
 BC1441
 BC1441.The geoid height was determined by GEOID03.
 BC1441
 BC1441.The dynamic height is computed by dividing the NAVD 88
 BC1441.geopotential number by the normal gravity value computed on the
 BC1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1441.degrees latitude (g = 980.6199 gals.).
 BC1441
 BC1441.The modeled gravity was interpolated from observed gravity values.
 BC1441
 BC1441;                    North         East    Units  Estimated Accuracy
 BC1441;SPC FL E     -   663,980.      157,870.      MT  (+/- 180 meters Scaled)
 BC1441
 BC1441                          SUPERSEDED SURVEY CONTROL
 BC1441
 BC1441  NAVD 88 (06/15/91)    0.761  (m)            2.50   (f) UNKNOWN     2 1
 BC1441  NGVD 29 (09/01/92)    1.091  (m)            3.58   (f) ADJUSTED    2 1
 BC1441
 BC1441.Superseded values are not recommended for survey control.
 BC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1441.See file dsdata.txt to determine how the superseded data were derived.
 BC1441
 BC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP578548(NAD 83)
 BC1441_MARKER: DJ = TIDAL STATION DISK
 BC1441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1441_SP_SET: COPPER-CLAD STEEL ROD
 BC1441_STAMPING: 0267 D
 BC1441_MARK LOGO: NOS   
 BC1441_PROJECTION: RECESSED 30 CENTIMETERS
 BC1441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1441+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 BC1441
 BC1441  HISTORY     - Date     Condition        Report By
 BC1441  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1441  HISTORY     - 1977     GOOD             FLDNR
 BC1441  HISTORY     - 1987     GOOD             FLDNR
 BC1441  HISTORY     - 19920625 MARK NOT FOUND   FLDNR
 BC1441  HISTORY     - 19930216 MARK NOT FOUND   USPSQD
 BC1441  HISTORY     - 20030408 GOOD             FLDEP
 BC1441
 BC1441                          STATION DESCRIPTION
 BC1441
 BC1441'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1441'JACKSONVILLE.
 BC1441'AT ATLANTIC BEACH, IN THE WEST PART OF TOWN, ABOUT 0.75 MILES WEST
 BC1441'ALONG HIGHWAY 10 FROM THE INTERSECTION OF HIGHWAY A1A, THENCE 0.4
 BC1441'MILES WEST ALONG THE OLD HIGHWAY, ABOUT 75 FEET NORTH OF THE NEW HIGH
 BC1441'RISE BRIDGE OVER THE INTRACOASTAL WATERWAY. THE MARK BEARS 3 FEET EAST
 BC1441'OF THE NORTHEAST CORNER OF A METAL BUILDING, 89 FEET WEST OF A 16 INCH
 BC1441'CABBAGE PALM AND 270 FEET NORTHWEST OF THE CENTERLINE OF OLD ATLANTIC
 BC1441'BOULEVARD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1441
 BC1441                          STATION RECOVERY (1977)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1441'AT ATLANTIC BEACH, IN THE WEST PART OF TOWN, ABOUT 0.75 MILES WEST
 BC1441'ALONG HIGHWAY 10 FROM THE INTERSECTION OF HIGHWAY A1A, THENCE 0.4
 BC1441'MILES WEST ALONG THE OLD HIGHWAY, ABOUT 75 FEET NORTH OF THE NEW HIGH
 BC1441'RISE BRIDGE OVER THE INTRACOASTAL WATERWAY. THE MARK BEARS 3 FEET EAST
 BC1441'OF THE NORTHEAST CORNER OF A METAL BUILDING, 89 FEET WEST OF A 16 INCH
 BC1441'CABBAGE PALM AND 270 FEET NORTHWEST OF THE CENTERLINE OF OLD ATLANTIC
 BC1441'BOULEVARD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1441
 BC1441                          STATION RECOVERY (1987)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1441'RECOVERED AS DESCRIBED.
 BC1441
 BC1441                          STATION RECOVERY (1992)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1441'NOTE--THE WITNESS POST WAS FOUND AND MEASUREMENT WERE TAKEN.  THE MARK
 BC1441'IS PROBABLY STILL THERE, BUT UNDER A RAILROAD TIE WALKWAY.
 BC1441
 BC1441                          STATION RECOVERY (1993)
 BC1441
 BC1441'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC1441'MARK NOT FOUND.
 BC1441
 BC1441                          STATION RECOVERY (2003)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1441'THE MARK IS 3.7 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 BC1441'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 BC1441' 
 BC1441'TO REACH THE MARK FROM THE JUNCTION OF ATLANTIC BOULEVARD (STATE ROAD
 BC1441'10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 BC1441'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 BC1441'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 BC1441'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 BC1441'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 BC1441'WEST FOR 0.4 MI TO AN 18.0 FT WIDE CONCRETE  DRIVEWAY ON THE NORTH
 BC1441'SIDE OF THE ROAD AT THE ABANDONED JOHNSONS FISH CAMP, TURN RIGHT ON
 BC1441'THE DRIVEWAY AND GO 0.05 MI TO THE MARK ON THE LEFT, A NOS DISK
 BC1441'CRIMPED TO A ROD DRIVEN INTO THE  GROUND ENCASED IN A 4-INCH PVC PIPE
 BC1441'INSIDE OF A CONCRETE KICKBLOCK, RECESSED 1.0 FT BELOW THE  LEVEL OF
 BC1441'THE GROUND.
 BC1441' 
 BC1441'LOCATED 257.0 FT NORTH-NORTHEAST OF THE CENTERLINE OF THE ACCESS ROAD
 BC1441'AT ITS INTERSECTION WITH  THE CENTER OF THE CONCRETE DRIVEWAY, 85.0 FT
 BC1441'NORTHWEST OF THE NORTHERNMOST TREE OF A FOUR  PALM TREE CLUSTER, 80.0
 BC1441'FT WEST-SOUTHWEST OF A 16-INCH CABBAGE PALM TREE, 28.5 FT SOUTH OF THE
 BC1441'CENTER OF AN OLD 35.0 FT WIDE CONCRETE BOAT RAMP, 3.0 FT EAST OF THE
 BC1441'NORTHEAST CORNER OF A ONE  STORY METAL BUILDING AND 1.5 FT EAST OF A
 BC1441'METAL WITNESS POST.
 BC1441' 
 BC1441'NOTE THE MARK IS PARTIALLY COVERED BY A RAILROAD TIE ON THE SOUTH SIDE
 BC1441'OF A WALKWAY ALONG THE  NORTH SIDE OF THE BUILDING.
 BC1441' 
 BC1441'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9475 ***********************************************************************
 DH9475  DESIGNATION -  872 0267 E TIDAL
 DH9475  PID         -  DH9475
 DH9475  STATE/COUNTY-  FL/DUVAL
 DH9475  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 DH9475
 DH9475                         *CURRENT SURVEY CONTROL
 DH9475  ___________________________________________________________________
 DH9475* NAD 83(1986)-  30 19 29.     (N)    081 25 56.     (W)     SCALED    
 DH9475* NAVD 88     -         1.450  (meters)       4.76   (feet)  ADJUSTED  
 DH9475  ___________________________________________________________________
 DH9475  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DH9475  DYNAMIC HT  -           1.448 (meters)       4.75  (feet)  COMP
 DH9475  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 DH9475
 DH9475  VERT ORDER  -  SECOND    CLASS I
 DH9475
 DH9475.The horizontal coordinates were scaled from a topographic map and have
 DH9475.an estimated accuracy of +/- 6 seconds.
 DH9475
 DH9475.The orthometric height was determined by differential leveling
 DH9475.and adjusted by the National Geodetic Survey in June 2006..
 DH9475
 DH9475.The geoid height was determined by GEOID03.
 DH9475
 DH9475.The dynamic height is computed by dividing the NAVD 88
 DH9475.geopotential number by the normal gravity value computed on the
 DH9475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9475.degrees latitude (g = 980.6199 gals.).
 DH9475
 DH9475.The modeled gravity was interpolated from observed gravity values.
 DH9475
 DH9475;                    North         East    Units  Estimated Accuracy
 DH9475;SPC FL E     -   663,940.      158,440.      MT  (+/- 180 meters Scaled)
 DH9475
 DH9475                          SUPERSEDED SURVEY CONTROL
 DH9475
 DH9475.No superseded survey control is available for this station.
 DH9475
 DH9475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP584548(NAD 83)
 DH9475_MARKER: F = FLANGE-ENCASED ROD
 DH9475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9475_STAMPING: 0267 E 2004
 DH9475_MARK LOGO: FLDEP 
 DH9475_PROJECTION: RECESSED 3 CENTIMETERS
 DH9475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9475+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9475_ROD/PIPE-DEPTH: 18.3 meters
 DH9475
 DH9475  HISTORY     - Date     Condition        Report By
 DH9475  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9475
 DH9475                          STATION DESCRIPTION
 DH9475
 DH9475'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9475'THE MARK IS 3.4 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9475'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9475' 
 DH9475'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9475'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9475'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9475'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9475'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9475'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9475'WEST FOR 150.0 FT TO THE MARK ON THE RIGHT, A  STAINLESS STEEL ROD
 DH9475'DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT WITH A NGS LOGO CAP RECESSED
 DH9475'0.1 FT  BELOW THE LEVEL OF THE GROUND ABOUT LEVEL WITH THE ROAD, THE
 DH9475'DATUM POINT IS RECESSED 0.1 FT  BELOW THE LEVEL OF THE NGS LOGO CAP.
 DH9475' 
 DH9475'LOCATED 41.5 FT EAST OF CONCRETE LIGHT POLE NO. 15001, 24.0 FT NORTH
 DH9475'OF THE CENTERLINE OF THE  ACCESS ROAD, 3.7 FT NORTHEAST OF THE EAST
 DH9475'END OF A STEEL GUARDRAIL AND 1.5 FT SOUTH OF A  CARSONITE WITNESS
 DH9475'POST.
 DH9475' 
 DH9475'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH9475' 
 DH9475'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9472 ***********************************************************************
 DH9472  DESIGNATION -  872 0267 F TIDAL
 DH9472  PID         -  DH9472
 DH9472  STATE/COUNTY-  FL/DUVAL
 DH9472  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 DH9472
 DH9472                         *CURRENT SURVEY CONTROL
 DH9472  ___________________________________________________________________
 DH9472* NAD 83(1986)-  30 19 28.     (N)    081 25 59.     (W)     SCALED    
 DH9472* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 DH9472  ___________________________________________________________________
 DH9472  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DH9472  DYNAMIC HT  -           1.655 (meters)       5.43  (feet)  COMP
 DH9472  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 DH9472
 DH9472  VERT ORDER  -  SECOND    CLASS I
 DH9472
 DH9472.The horizontal coordinates were scaled from a topographic map and have
 DH9472.an estimated accuracy of +/- 6 seconds.
 DH9472
 DH9472.The orthometric height was determined by differential leveling
 DH9472.and adjusted by the National Geodetic Survey in June 2006..
 DH9472
 DH9472.The geoid height was determined by GEOID03.
 DH9472
 DH9472.The dynamic height is computed by dividing the NAVD 88
 DH9472.geopotential number by the normal gravity value computed on the
 DH9472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9472.degrees latitude (g = 980.6199 gals.).
 DH9472
 DH9472.The modeled gravity was interpolated from observed gravity values.
 DH9472
 DH9472;                    North         East    Units  Estimated Accuracy
 DH9472;SPC FL E     -   663,910.      158,360.      MT  (+/- 180 meters Scaled)
 DH9472
 DH9472                          SUPERSEDED SURVEY CONTROL
 DH9472
 DH9472.No superseded survey control is available for this station.
 DH9472
 DH9472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP583548(NAD 83)
 DH9472_MARKER: DD = SURVEY DISK
 DH9472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9472_STAMPING: 0267 F 2004
 DH9472_MARK LOGO: FLDEP 
 DH9472_PROJECTION: RECESSED 8 CENTIMETERS
 DH9472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9472+STABILITY: SURFACE MOTION
 DH9472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9472+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9472
 DH9472  HISTORY     - Date     Condition        Report By
 DH9472  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9472
 DH9472                          STATION DESCRIPTION
 DH9472
 DH9472'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9472'THE MARK IS 3.5 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9472'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9472' 
 DH9472'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9472'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9472'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9472'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9472'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9472'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9472'WEST FOR 370.0 FT TO THE MARK ON THE LEFT, NEAR  THE NORTHWEST CORNER
 DH9472'OF THE CONCRETE RETAINING WALL AT THE EAST END OF THE ATLANTIC
 DH9472'BOULEVARD WESTBOUND BRIDGE, SET IN THE TOP OF A ROUND CONCRETE
 DH9472'MONUMENT RECESSED 0.3 FT  BELOW THE LEVEL OF THE GROUND AND ABOUT
 DH9472'LEVEL WITH THE ROAD.
 DH9472' 
 DH9472'LOCATED 75.6 FT SOUTHEAST OF CONCRETE LIGHT POLE NO. 14089, 30.0 FT
 DH9472'SOUTH OF THE CENTERLINE OF THE  ACCESS ROAD, 17.4 FT NORTHEAST OF THE
 DH9472'NORTHWEST CORNER OF THE CONCRETE RETAINING WALL, 4.5 FT  NORTH OF THE
 DH9472'NORTH SIDE OF THE RETAINING WALL AND 1.5 FT NORTH OF A CARSONITE
 DH9472'WITNESS POST.
 DH9472' 
 DH9472'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9474 ***********************************************************************
 DH9474  DESIGNATION -  872 0267 G TIDAL
 DH9474  PID         -  DH9474
 DH9474  STATE/COUNTY-  FL/DUVAL
 DH9474  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 DH9474
 DH9474                         *CURRENT SURVEY CONTROL
 DH9474  ___________________________________________________________________
 DH9474* NAD 83(1986)-  30 19 28.     (N)    081 26 01.     (W)     SCALED    
 DH9474* NAVD 88     -         1.076  (meters)       3.53   (feet)  ADJUSTED  
 DH9474  ___________________________________________________________________
 DH9474  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DH9474  DYNAMIC HT  -           1.074 (meters)       3.52  (feet)  COMP
 DH9474  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 DH9474
 DH9474  VERT ORDER  -  SECOND    CLASS I
 DH9474
 DH9474.The horizontal coordinates were scaled from a topographic map and have
 DH9474.an estimated accuracy of +/- 6 seconds.
 DH9474
 DH9474.The orthometric height was determined by differential leveling
 DH9474.and adjusted by the National Geodetic Survey in June 2006..
 DH9474
 DH9474.The geoid height was determined by GEOID03.
 DH9474
 DH9474.The dynamic height is computed by dividing the NAVD 88
 DH9474.geopotential number by the normal gravity value computed on the
 DH9474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9474.degrees latitude (g = 980.6199 gals.).
 DH9474
 DH9474.The modeled gravity was interpolated from observed gravity values.
 DH9474
 DH9474;                    North         East    Units  Estimated Accuracy
 DH9474;SPC FL E     -   663,910.      158,300.      MT  (+/- 180 meters Scaled)
 DH9474
 DH9474                          SUPERSEDED SURVEY CONTROL
 DH9474
 DH9474.No superseded survey control is available for this station.
 DH9474
 DH9474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP583548(NAD 83)
 DH9474_MARKER: DD = SURVEY DISK
 DH9474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9474_STAMPING: 0267 G 2004
 DH9474_MARK LOGO: FLDEP 
 DH9474_PROJECTION: RECESSED 8 CENTIMETERS
 DH9474_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9474+STABILITY: SURFACE MOTION
 DH9474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9474+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9474
 DH9474  HISTORY     - Date     Condition        Report By
 DH9474  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9474
 DH9474                          STATION DESCRIPTION
 DH9474
 DH9474'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9474'THE MARK IS 3.5 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9474'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9474' 
 DH9474'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9474'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9474'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9474'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9474'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9474'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9474'WEST FOR 0.15 MI TO THE MARK ON THE LEFT, NEAR  THE FIRST BRIDGE PIER
 DH9474'FROM THE EAST END OF THE ATLANTIC BOULEVARD WESTBOUND BRIDGE, SET IN
 DH9474'THE  TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL
 DH9474'OF THE GROUND AND ABOUT  LEVEL WITH THE ROAD.
 DH9474' 
 DH9474'LOCATED 119.8 FT SOUTHWEST OF CONCRETE LIGHT POLE NO. 14081, 35.4 FT
 DH9474'NORTHWEST OF THE FIRST  BRIDGE PIER BASE WEST OF THE EAST END OF THE
 DH9474'BRIDGE, 32.0 FT SOUTH OF THE CENTERLINE OF THE  ACCESS ROAD, 10. 4 FT
 DH9474'NORTH OF THE NORTH SIDE OF AN OLD 6.0 FT DIAMETER CONCRETE BASE AND
 DH9474'1.5 FT  NORTH OF A CARSONITE WITNESS POST.
 DH9474' 
 DH9474'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9473 ***********************************************************************
 DH9473  DESIGNATION -  872 0267 H TIDAL
 DH9473  PID         -  DH9473
 DH9473  STATE/COUNTY-  FL/DUVAL
 DH9473  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 DH9473
 DH9473                         *CURRENT SURVEY CONTROL
 DH9473  ___________________________________________________________________
 DH9473* NAD 83(1986)-  30 19 28.     (N)    081 26 06.     (W)     SCALED    
 DH9473* NAVD 88     -         1.312  (meters)       4.30   (feet)  ADJUSTED  
 DH9473  ___________________________________________________________________
 DH9473  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DH9473  DYNAMIC HT  -           1.310 (meters)       4.30  (feet)  COMP
 DH9473  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 DH9473
 DH9473  VERT ORDER  -  SECOND    CLASS I
 DH9473
 DH9473.The horizontal coordinates were scaled from a topographic map and have
 DH9473.an estimated accuracy of +/- 6 seconds.
 DH9473
 DH9473.The orthometric height was determined by differential leveling
 DH9473.and adjusted by the National Geodetic Survey in June 2006..
 DH9473
 DH9473.The geoid height was determined by GEOID03.
 DH9473
 DH9473.The dynamic height is computed by dividing the NAVD 88
 DH9473.geopotential number by the normal gravity value computed on the
 DH9473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9473.degrees latitude (g = 980.6199 gals.).
 DH9473
 DH9473.The modeled gravity was interpolated from observed gravity values.
 DH9473
 DH9473;                    North         East    Units  Estimated Accuracy
 DH9473;SPC FL E     -   663,910.      158,170.      MT  (+/- 180 meters Scaled)
 DH9473
 DH9473                          SUPERSEDED SURVEY CONTROL
 DH9473
 DH9473.No superseded survey control is available for this station.
 DH9473
 DH9473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP581548(NAD 83)
 DH9473_MARKER: DD = SURVEY DISK
 DH9473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9473_STAMPING: 0267 H 2004
 DH9473_MARK LOGO: FLDEP 
 DH9473_PROJECTION: FLUSH
 DH9473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9473+STABILITY: SURFACE MOTION
 DH9473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9473+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9473
 DH9473  HISTORY     - Date     Condition        Report By
 DH9473  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9473
 DH9473                          STATION DESCRIPTION
 DH9473
 DH9473'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9473'THE MARK IS 3.6 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9473'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9473' 
 DH9473'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9473'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9473'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9473'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9473'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9473'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9473'WEST FOR 0.2 MI TO THE MARK ON THE LEFT, NEAR  THE FOURTH BRIDGE PIER
 DH9473'FROM THE EAST END OF THE ATLANTIC BOULEVARD WESTBOUND BRIDGE, SET IN
 DH9473'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 DH9473'LEVEL WITH THE ROAD.
 DH9473' 
 DH9473'LOCATED 54.1 FT SOUTHEAST OF CONCRETE LIGHT POLE NO. 14061, 31.0 FT
 DH9473'SOUTH OF THE CENTERLINE OF THE  ACCESS ROAD, 11.5 FT NORTH OF THE
 DH9473'NORTHEAST CORNER OF THE BRIDGE PIER BASE, 4.0 FT WEST OF THE  WEST
 DH9473'SIDE OF AN OLD 6.0 FT DIAMETER CONCRETE BASE AND 1.5 FT NORTH OF A
 DH9473'CARSONITE WITNESS POST.
 DH9473' 
 DH9473'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2448 ***********************************************************************
 BC2448  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2448  DESIGNATION -  872 0268 A TIDAL
 BC2448  PID         -  BC2448
 BC2448  STATE/COUNTY-  FL/DUVAL
 BC2448  USGS QUAD   -  JACKSONVILLE (1994)
 BC2448
 BC2448                         *CURRENT SURVEY CONTROL
 BC2448  ___________________________________________________________________
 BC2448* NAD 83(1986)-  30 19 25.     (N)    081 39 54.     (W)     SCALED    
 BC2448* NAVD 88     -         1.557  (meters)       5.11   (feet)  ADJUSTED  
 BC2448  ___________________________________________________________________
 BC2448  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC2448  DYNAMIC HT  -           1.555 (meters)       5.10  (feet)  COMP
 BC2448  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BC2448
 BC2448  VERT ORDER  -  SECOND    CLASS I
 BC2448
 BC2448.The horizontal coordinates were scaled from a topographic map and have
 BC2448.an estimated accuracy of +/- 6 seconds.
 BC2448
 BC2448.The orthometric height was determined by differential leveling
 BC2448.and adjusted by the National Geodetic Survey in September 2006..
 BC2448.No vertical observational check was made to the station.
 BC2448
 BC2448.This Tidal Bench Mark is designated as VM 5157
 BC2448.by the Center for Operational Oceanographic Products and Services.
 BC2448
 BC2448.The geoid height was determined by GEOID03.
 BC2448
 BC2448.The dynamic height is computed by dividing the NAVD 88
 BC2448.geopotential number by the normal gravity value computed on the
 BC2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2448.degrees latitude (g = 980.6199 gals.).
 BC2448
 BC2448.The modeled gravity was interpolated from observed gravity values.
 BC2448
 BC2448;                    North         East    Units  Estimated Accuracy
 BC2448;SPC FL E     -   663,930.      136,050.      MT  (+/- 180 meters Scaled)
 BC2448
 BC2448                          SUPERSEDED SURVEY CONTROL
 BC2448
 BC2448  NAVD 88 (??/??/92)    1.560  (m)            5.12   (f) UNKNOWN     3 0
 BC2448  NGVD 29 (09/01/92)    1.888  (m)            6.19   (f) ADJUSTED    2 1
 BC2448
 BC2448.Superseded values are not recommended for survey control.
 BC2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2448.See file dsdata.txt to determine how the superseded data were derived.
 BC2448
 BC2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP360548(NAD 83)
 BC2448_MARKER: DJ = TIDAL STATION DISK
 BC2448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2448_SP_SET: CONCRETE SEAWALL
 BC2448_STAMPING: 0268 A 1978
 BC2448_MARK LOGO: NOS   
 BC2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2448+STABILITY: SURFACE MOTION
 BC2448
 BC2448  HISTORY     - Date     Condition        Report By
 BC2448  HISTORY     - 1978     MONUMENTED       NOS
 BC2448  HISTORY     - 1985     GOOD             FLDNR
 BC2448
 BC2448                          STATION DESCRIPTION
 BC2448
 BC2448'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2448'IN JACKSONVILLE.
 BC2448'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC2448'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN THE
 BC2448'CONCRETE SEAWALL ADJACENT TO THE SEABOARD COAST LINE RAILROAD
 BC2448'BUILDING AND BEARS 4 FEET EAST OF THE WESTERNMOST PAIR OF LARGE IRON
 BC2448'CLEATS IN THE CONCRETE SEAWALL ON THE NORTH SIDE OF THE ST. JOHNS
 BC2448'RIVER, AND 300 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SEABOARD
 BC2448'COAST LINE RAILROAD BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2447 ***********************************************************************
 BC2447  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2447  DESIGNATION -  872 0268 B TIDAL
 BC2447  PID         -  BC2447
 BC2447  STATE/COUNTY-  FL/DUVAL
 BC2447  USGS QUAD   -  JACKSONVILLE (1994)
 BC2447
 BC2447                         *CURRENT SURVEY CONTROL
 BC2447  ___________________________________________________________________
 BC2447* NAD 83(1986)-  30 19 28.     (N)    081 39 57.     (W)     SCALED    
 BC2447* NAVD 88     -         1.829  (meters)       6.00   (feet)  ADJUSTED  
 BC2447  ___________________________________________________________________
 BC2447  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC2447  DYNAMIC HT  -           1.826 (meters)       5.99  (feet)  COMP
 BC2447  MODELED GRAV-     979,363.2   (mgal)                       NAVD 88
 BC2447
 BC2447  VERT ORDER  -  SECOND    CLASS I
 BC2447
 BC2447.The horizontal coordinates were scaled from a topographic map and have
 BC2447.an estimated accuracy of +/- 6 seconds.
 BC2447
 BC2447.The orthometric height was determined by differential leveling
 BC2447.and adjusted by the National Geodetic Survey in September 2006..
 BC2447.No vertical observational check was made to the station.
 BC2447
 BC2447.This Tidal Bench Mark is designated as VM 5158
 BC2447.by the Center for Operational Oceanographic Products and Services.
 BC2447
 BC2447.The geoid height was determined by GEOID03.
 BC2447
 BC2447.The dynamic height is computed by dividing the NAVD 88
 BC2447.geopotential number by the normal gravity value computed on the
 BC2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2447.degrees latitude (g = 980.6199 gals.).
 BC2447
 BC2447.The modeled gravity was interpolated from observed gravity values.
 BC2447
 BC2447;                    North         East    Units  Estimated Accuracy
 BC2447;SPC FL E     -   664,020.      135,970.      MT  (+/- 180 meters Scaled)
 BC2447
 BC2447                          SUPERSEDED SURVEY CONTROL
 BC2447
 BC2447  NAVD 88 (??/??/92)    1.831  (m)            6.01   (f) UNKNOWN     3 0
 BC2447  NGVD 29 (09/01/92)    2.160  (m)            7.09   (f) ADJUSTED    2 1
 BC2447
 BC2447.Superseded values are not recommended for survey control.
 BC2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2447.See file dsdata.txt to determine how the superseded data were derived.
 BC2447
 BC2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC2447_MARKER: DJ = TIDAL STATION DISK
 BC2447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC2447_SP_SET: STORM DRAIN
 BC2447_STAMPING: 0268 B 1978
 BC2447_MARK LOGO: NOS   
 BC2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2447
 BC2447  HISTORY     - Date     Condition        Report By
 BC2447  HISTORY     - 1978     MONUMENTED       NOS
 BC2447  HISTORY     - 1985     GOOD             FLDNR
 BC2447
 BC2447                          STATION DESCRIPTION
 BC2447
 BC2447'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2447'IN JACKSONVILLE.
 BC2447'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC2447'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN A
 BC2447'STORM DRAIN IN THE PARKING LOT OF THE SEABOARD COAST LINE RAILROAD
 BC2447'BUILDING AND BEARS 48 FEET NORTHEAST OF A FENCE LINE ALONG THE WEST
 BC2447'SIDE OF THE SEABOARD COAST LINE RAILROAD PARKING LOT, 430 FEET
 BC2447'NORTHWEST OF TIDAL BENCH MARK 0268 A 1978, AND 33 FEET NORTH OF
 BC2447'PARKING SPACE 530.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0334 ***********************************************************************
 BC0334  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0334  DESIGNATION -  872 0268 TIDAL 1 RESET
 BC0334  PID         -  BC0334
 BC0334  STATE/COUNTY-  FL/DUVAL
 BC0334  USGS QUAD   -  JACKSONVILLE (1994)
 BC0334
 BC0334                         *CURRENT SURVEY CONTROL
 BC0334  ___________________________________________________________________
 BC0334* NAD 83(1986)-  30 19 30.     (N)    081 40 00.     (W)     SCALED    
 BC0334* NAVD 88     -         3.442  (meters)      11.29   (feet)  ADJUSTED  
 BC0334  ___________________________________________________________________
 BC0334  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC0334  DYNAMIC HT  -           3.437 (meters)      11.28  (feet)  COMP
 BC0334  MODELED GRAV-     979,363.2   (mgal)                       NAVD 88
 BC0334
 BC0334  VERT ORDER  -  FIRST     CLASS II
 BC0334
 BC0334.The horizontal coordinates were scaled from a topographic map and have
 BC0334.an estimated accuracy of +/- 6 seconds.
 BC0334
 BC0334.The orthometric height was determined by differential leveling
 BC0334.and adjusted by the National Geodetic Survey in June 1991..
 BC0334
 BC0334.This Tidal Bench Mark is designated as VM 5155
 BC0334.by the Center for Operational Oceanographic Products and Services.
 BC0334
 BC0334.The geoid height was determined by GEOID03.
 BC0334
 BC0334.The dynamic height is computed by dividing the NAVD 88
 BC0334.geopotential number by the normal gravity value computed on the
 BC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0334.degrees latitude (g = 980.6199 gals.).
 BC0334
 BC0334.The modeled gravity was interpolated from observed gravity values.
 BC0334
 BC0334;                    North         East    Units  Estimated Accuracy
 BC0334;SPC FL E     -   664,080.      135,890.      MT  (+/- 180 meters Scaled)
 BC0334
 BC0334                          SUPERSEDED SURVEY CONTROL
 BC0334
 BC0334  NGVD 29 (09/01/92)    3.772  (m)           12.38   (f) ADJUSTED    1 2
 BC0334
 BC0334.Superseded values are not recommended for survey control.
 BC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0334.See file dsdata.txt to determine how the superseded data were derived.
 BC0334
 BC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC0334_MARKER: DJ = TIDAL STATION DISK
 BC0334_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0334_SP_SET: PILE CAP
 BC0334_STAMPING: NO 1 1958
 BC0334_MARK LOGO: CGS   
 BC0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0334+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 BC0334
 BC0334  HISTORY     - Date     Condition        Report By
 BC0334  HISTORY     - 1958     MONUMENTED       CGS
 BC0334  HISTORY     - 1975     GOOD             NGS
 BC0334  HISTORY     - 1978     GOOD             NGS
 BC0334  HISTORY     - 1979     GOOD             NGS
 BC0334  HISTORY     - 1985     GOOD             FLDNR
 BC0334  HISTORY     - 19910506 GOOD             NGS
 BC0334
 BC0334                          STATION DESCRIPTION
 BC0334
 BC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0334'AT JACKSONVILLE.
 BC0334'AT JACKSONVILLE, SET IN THE SOUTH CORNER OF THE CONCRETE BASE
 BC0334'OF THE FIRST PIER SOUTHEAST OF THE NORTHWEST END AND ON THE
 BC0334'NORTHEAST SIDE OF THE ACOSTA BRIDGE OVER ST. JOHNS RIVER, 6 FEET
 BC0334'WEST OF THE WEST CORNER OF THE MONTICELLO DRUG COMPANY, 164 FEET
 BC0334'NORTH-NORTHWEST OF TIDAL NO 2 AND ABOUT 3 FEET ABOVE THE SURFACE
 BC0334'OF THE GROUND.  SECTION 39, T 25, R 26 E.
 BC0334
 BC0334                          STATION RECOVERY (1978)
 BC0334
 BC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0334'RECOVERED IN GOOD CONDITION.
 BC0334
 BC0334                          STATION RECOVERY (1979)
 BC0334
 BC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BC0334'RECOVERED IN GOOD CONDITION.
 BC0334
 BC0334                          STATION RECOVERY (1985)
 BC0334
 BC0334'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0334'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC0334'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN A
 BC0334'CONCRETE BRIDGE SUPPORT COLUMN AND BEARS 159 FEET NORTHEAST OF BENCH
 BC0334'MARK NO 2 1934, 5.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BC0334'MONTICELLO DRUG COMPANY, AND PROJECTS 2 FEET ABOVE GROUND LEVEL.
 BC0334
 BC0334                          STATION RECOVERY (1991)
 BC0334
 BC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0334'IN JACKSONVILLE, AT THE INTERSECTION OF STATE HIGHWAY 13 AND THE SAINT
 BC0334'JOHNS RIVER, NEAR THE SOUTH CORNER OF THE PILE CAP OF THE FIRST PIER
 BC0334'SOUTH OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE RIVER,
 BC0334'15.7 M (51.5 FT) SOUTH OF THE NORTH ABUTMENT, AND 0.6 M (2.0 FT)
 BC0334'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0335 ***********************************************************************
 BC0335  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0335  DESIGNATION -  872 0268 TIDAL 2
 BC0335  PID         -  BC0335
 BC0335  STATE/COUNTY-  FL/DUVAL
 BC0335  USGS QUAD   -  JACKSONVILLE (1994)
 BC0335
 BC0335                         *CURRENT SURVEY CONTROL
 BC0335  ___________________________________________________________________
 BC0335* NAD 83(1986)-  30 19 30.     (N)    081 40 00.     (W)     SCALED    
 BC0335* NAVD 88     -         3.417  (meters)      11.21   (feet)  ADJUSTED  
 BC0335  ___________________________________________________________________
 BC0335  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC0335  DYNAMIC HT  -           3.413 (meters)      11.20  (feet)  COMP
 BC0335  MODELED GRAV-     979,363.2   (mgal)                       NAVD 88
 BC0335
 BC0335  VERT ORDER  -  FIRST     CLASS II
 BC0335
 BC0335.The horizontal coordinates were scaled from a topographic map and have
 BC0335.an estimated accuracy of +/- 6 seconds.
 BC0335
 BC0335.The orthometric height was determined by differential leveling
 BC0335.and adjusted by the National Geodetic Survey in June 1991..
 BC0335
 BC0335.This Tidal Bench Mark is designated as VM 5154
 BC0335.by the Center for Operational Oceanographic Products and Services.
 BC0335
 BC0335.The geoid height was determined by GEOID03.
 BC0335
 BC0335.The dynamic height is computed by dividing the NAVD 88
 BC0335.geopotential number by the normal gravity value computed on the
 BC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0335.degrees latitude (g = 980.6199 gals.).
 BC0335
 BC0335.The modeled gravity was interpolated from observed gravity values.
 BC0335
 BC0335;                    North         East    Units  Estimated Accuracy
 BC0335;SPC FL E     -   664,080.      135,890.      MT  (+/- 180 meters Scaled)
 BC0335
 BC0335                          SUPERSEDED SURVEY CONTROL
 BC0335
 BC0335  NGVD 29 (09/01/92)    3.748  (m)           12.30   (f) ADJUSTED    1 2
 BC0335
 BC0335.Superseded values are not recommended for survey control.
 BC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0335.See file dsdata.txt to determine how the superseded data were derived.
 BC0335
 BC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC0335_MARKER: DJ = TIDAL STATION DISK
 BC0335_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0335_SP_SET: PILE CAP
 BC0335_STAMPING: NO 2 1934
 BC0335_MARK LOGO: CGS   
 BC0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0335+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 BC0335
 BC0335  HISTORY     - Date     Condition        Report By
 BC0335  HISTORY     - 1934     MONUMENTED       CGS
 BC0335  HISTORY     - 1954     GOOD             NGS
 BC0335  HISTORY     - 1973     GOOD             NGS
 BC0335  HISTORY     - 1978     GOOD             NGS
 BC0335  HISTORY     - 1985     GOOD             FLDNR
 BC0335  HISTORY     - 19910506 GOOD             NGS
 BC0335
 BC0335                          STATION DESCRIPTION
 BC0335
 BC0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0335'AT JACKSONVILLE.
 BC0335'AT JACKSONVILLE, AT THE NORTH END OF ACOSTA BRIDGE OVER ST. JOHNS
 BC0335'RIVER, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE
 BC0335'OF THE FOURTH PIER SOUTH OF THE NORTH END OF BRIDGE IN WEST ROW
 BC0335'OF PIER BASES, 61 FEET WEST OF SOUTHWEST CORNER OF THE MONTICELLO
 BC0335'DRUG COMPANY BUILDING (FIRST BUILDING EAST OF BRIDGE) 164 FEET
 BC0335'WEST OF TIDAL NO. 1 AND ABOUT 3 FEET ABOVE GROUND.
 BC0335
 BC0335                          STATION RECOVERY (1973)
 BC0335
 BC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BC0335'RECOVERED IN GOOD CONDITION.
 BC0335
 BC0335                          STATION RECOVERY (1978)
 BC0335
 BC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0335'RECOVERED IN GOOD CONDITION.
 BC0335
 BC0335                          STATION RECOVERY (1985)
 BC0335
 BC0335'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0335'RECOVERED IN GOOD CONDITION.
 BC0335
 BC0335                          STATION RECOVERY (1991)
 BC0335
 BC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0335'IN JACKSONVILLE, AT THE INTERSECTION OF STATE HIGHWAY 13 AND THE SAINT
 BC0335'JOHNS RIVER, NEAR THE SOUTHEAST CORNER OF THE CONCRETE PILE CAP OF
 BC0335'THE WEST COLUMN OF THE 5TH PIER SOUTH OF THE NORTH ABUTMENT OF THE
 BC0335'HIGHWAY BRIDGE SPANNING THE RIVER, 60.0 M (196.8 FT) SOUTH OF THE
 BC0335'NORTH ABUTMENT, AND 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2446 ***********************************************************************
 BC2446  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2446  DESIGNATION -  872 0268 TIDAL 3 RESET
 BC2446  PID         -  BC2446
 BC2446  STATE/COUNTY-  FL/DUVAL
 BC2446  USGS QUAD   -  JACKSONVILLE (1994)
 BC2446
 BC2446                         *CURRENT SURVEY CONTROL
 BC2446  ___________________________________________________________________
 BC2446* NAD 83(1986)-  30 19 28.     (N)    081 39 59.     (W)     SCALED    
 BC2446* NAVD 88     -         3.436  (meters)      11.27   (feet)  ADJUSTED  
 BC2446  ___________________________________________________________________
 BC2446  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC2446  DYNAMIC HT  -           3.431 (meters)      11.26  (feet)  COMP
 BC2446  MODELED GRAV-     979,363.2   (mgal)                       NAVD 88
 BC2446
 BC2446  VERT ORDER  -  SECOND    CLASS I
 BC2446
 BC2446.The horizontal coordinates were scaled from a topographic map and have
 BC2446.an estimated accuracy of +/- 6 seconds.
 BC2446
 BC2446.The orthometric height was determined by differential leveling
 BC2446.and adjusted by the National Geodetic Survey in September 2006..
 BC2446.No vertical observational check was made to the station.
 BC2446
 BC2446.This Tidal Bench Mark is designated as VM 5156
 BC2446.by the Center for Operational Oceanographic Products and Services.
 BC2446
 BC2446.The geoid height was determined by GEOID03.
 BC2446
 BC2446.The dynamic height is computed by dividing the NAVD 88
 BC2446.geopotential number by the normal gravity value computed on the
 BC2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2446.degrees latitude (g = 980.6199 gals.).
 BC2446
 BC2446.The modeled gravity was interpolated from observed gravity values.
 BC2446
 BC2446;                    North         East    Units  Estimated Accuracy
 BC2446;SPC FL E     -   664,020.      135,920.      MT  (+/- 180 meters Scaled)
 BC2446
 BC2446                          SUPERSEDED SURVEY CONTROL
 BC2446
 BC2446  NAVD 88 (??/??/92)    3.437  (m)           11.28   (f) UNKNOWN     3 0
 BC2446  NGVD 29 (09/01/92)    3.767  (m)           12.36   (f) ADJUSTED    2 1
 BC2446
 BC2446.Superseded values are not recommended for survey control.
 BC2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2446.See file dsdata.txt to determine how the superseded data were derived.
 BC2446
 BC2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC2446_MARKER: DJ = TIDAL STATION DISK
 BC2446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2446_SP_SET: BRIDGE SUPPORT COLUMN
 BC2446_STAMPING: NO 3 1958
 BC2446_MARK LOGO: CGS   
 BC2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2446
 BC2446  HISTORY     - Date     Condition        Report By
 BC2446  HISTORY     - 1958     MONUMENTED       CGS
 BC2446  HISTORY     - 1985     GOOD             FLDNR
 BC2446
 BC2446                          STATION DESCRIPTION
 BC2446
 BC2446'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2446'IN JACKSONVILLE.
 BC2446'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC2446'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN THE
 BC2446'NORTHWEST CORNER OF THE SEVENTH CONCRETE BRIDGE SUPPORT COLUMN AND
 BC2446'BEARS 59 FEET EAST OF THE EASTERN TRACK OF THE SEABOARD COAST LINE
 BC2446'TRACKS, 111 FEET SOUTH OF BENCH MARK NO 2 1934, AND 4 FEET ABOVE
 BC2446'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1400 ***********************************************************************
 BC1400  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1400  DESIGNATION -  872 0274 A TIDAL
 BC1400  PID         -  BC1400
 BC1400  STATE/COUNTY-  FL/DUVAL
 BC1400  USGS QUAD   -  ARLINGTON (1992)
 BC1400
 BC1400                         *CURRENT SURVEY CONTROL
 BC1400  ___________________________________________________________________
 BC1400* NAD 83(1986)-  30 18 35.     (N)    081 36 31.     (W)     SCALED    
 BC1400* NAVD 88     -         4.019  (meters)      13.19   (feet)  ADJUSTED  
 BC1400  ___________________________________________________________________
 BC1400  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC1400  DYNAMIC HT  -           4.014 (meters)      13.17  (feet)  COMP
 BC1400  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 BC1400
 BC1400  VERT ORDER  -  SECOND    CLASS I
 BC1400
 BC1400.The horizontal coordinates were scaled from a topographic map and have
 BC1400.an estimated accuracy of +/- 6 seconds.
 BC1400
 BC1400.The orthometric height was determined by differential leveling
 BC1400.and adjusted by the National Geodetic Survey in September 2006..
 BC1400.No vertical observational check was made to the station.
 BC1400
 BC1400.This Tidal Bench Mark is designated as VM 10708
 BC1400.by the Center for Operational Oceanographic Products and Services.
 BC1400
 BC1400.The geoid height was determined by GEOID03.
 BC1400
 BC1400.The dynamic height is computed by dividing the NAVD 88
 BC1400.geopotential number by the normal gravity value computed on the
 BC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1400.degrees latitude (g = 980.6199 gals.).
 BC1400
 BC1400.The modeled gravity was interpolated from observed gravity values.
 BC1400
 BC1400;                    North         East    Units  Estimated Accuracy
 BC1400;SPC FL E     -   662,360.      141,460.      MT  (+/- 180 meters Scaled)
 BC1400
 BC1400                          SUPERSEDED SURVEY CONTROL
 BC1400
 BC1400.No superseded survey control is available for this station.
 BC1400
 BC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414532(NAD 83)
 BC1400_MARKER: DJ = TIDAL STATION DISK
 BC1400_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1400_SP_SET: BRIDGE SIDEWALK
 BC1400_STAMPING: 0274 A 1978
 BC1400_MARK LOGO: NOS   
 BC1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1400+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BC1400
 BC1400  HISTORY     - Date     Condition        Report By
 BC1400  HISTORY     - 1978     MONUMENTED       NOS
 BC1400  HISTORY     - 1978     GOOD             FLDNR
 BC1400  HISTORY     - 1979     GOOD             FLDNR
 BC1400  HISTORY     - 20041116 GOOD             FLDEP
 BC1400
 BC1400                          STATION DESCRIPTION
 BC1400
 BC1400'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1400'JACKSONVILLE.
 BC1400'BEGIN AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1400'HIGHWAY 90. PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1400'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1400'DIRECTION FOR 0.6 MILES TO HIGHWAY BRIDGE OVER THE LITTLE POTTSBURG
 BC1400'CREEK. THE MARK IS LOCATED 1.0 FEET SOUTH OF THE NORTHEAST CORNER
 BC1400'OF THE BRIDGE, 28 FEET NORTH OF THE CENTER LINE OF WEST BOUND LANE OF
 BC1400'ATLANTIC BOULEVARD, 6 FEET 10 INCHES WEST OF UTILITY POLE.
 BC1400
 BC1400                          STATION RECOVERY (1979)
 BC1400
 BC1400'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1400'RECOVERED IN GOOD CONDITION.
 BC1400
 BC1400                          STATION RECOVERY (2004)
 BC1400
 BC1400'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1400'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1400'EAST.
 BC1400' 
 BC1400'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1400'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1400'BOULEVARD FOR 2.4 MI TO  THE MARK ON THE LEFT, ON THE NORTH SIDE OF
 BC1400'ATLANTIC BOULEVARD, SET FLUSH IN THE TOP OF  THE CONCRETE SIDEWALK AT
 BC1400'THE EASTERN END OF THE BRIDGE OVER LITTLE POTTSBURG CREEK.
 BC1400' 
 BC1400'LOCATED 6.8 FT WEST OF POWER POLE NO. 5453, 5.0 FT NORTHEAST OF THE
 BC1400'CONCRETE GUARD RAIL  ALONG THE NORTHERLY EDGE OF THE WESTBOUND LANES
 BC1400'OF ATLANTIC BOULEVARD AND 1.0 FT  SOUTH OF THE NORTHEAST CORNER OF THE
 BC1400'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1399 ***********************************************************************
 BC1399  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1399  DESIGNATION -  872 0274 B TIDAL
 BC1399  PID         -  BC1399
 BC1399  STATE/COUNTY-  FL/DUVAL
 BC1399  USGS QUAD   -  ARLINGTON (1992)
 BC1399
 BC1399                         *CURRENT SURVEY CONTROL
 BC1399  ___________________________________________________________________
 BC1399* NAD 83(1986)-  30 18 43.     (N)    081 36 20.     (W)     SCALED    
 BC1399* NAVD 88     -         6.072  (meters)      19.92   (feet)  ADJUSTED  
 BC1399  ___________________________________________________________________
 BC1399  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1399  DYNAMIC HT  -           6.064 (meters)      19.89  (feet)  COMP
 BC1399  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BC1399
 BC1399  VERT ORDER  -  SECOND    CLASS I
 BC1399
 BC1399.The horizontal coordinates were scaled from a topographic map and have
 BC1399.an estimated accuracy of +/- 6 seconds.
 BC1399
 BC1399.The orthometric height was determined by differential leveling
 BC1399.and adjusted by the National Geodetic Survey in September 2006..
 BC1399.No vertical observational check was made to the station.
 BC1399
 BC1399.This Tidal Bench Mark is designated as VM 10709
 BC1399.by the Center for Operational Oceanographic Products and Services.
 BC1399
 BC1399.The geoid height was determined by GEOID03.
 BC1399
 BC1399.The dynamic height is computed by dividing the NAVD 88
 BC1399.geopotential number by the normal gravity value computed on the
 BC1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1399.degrees latitude (g = 980.6199 gals.).
 BC1399
 BC1399.The modeled gravity was interpolated from observed gravity values.
 BC1399
 BC1399;                    North         East    Units  Estimated Accuracy
 BC1399;SPC FL E     -   662,600.      141,760.      MT  (+/- 180 meters Scaled)
 BC1399
 BC1399                          SUPERSEDED SURVEY CONTROL
 BC1399
 BC1399.No superseded survey control is available for this station.
 BC1399
 BC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP417535(NAD 83)
 BC1399_MARKER: DJ = TIDAL STATION DISK
 BC1399_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1399_SP_SET: STEP
 BC1399_STAMPING: 0274 B 1978
 BC1399_MARK LOGO: NOS   
 BC1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1399+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BC1399
 BC1399  HISTORY     - Date     Condition        Report By
 BC1399  HISTORY     - 1978     MONUMENTED       NOS
 BC1399  HISTORY     - 1978     GOOD             FLDNR
 BC1399  HISTORY     - 1979     GOOD             FLDNR
 BC1399  HISTORY     - 20041116 GOOD             FLDEP
 BC1399
 BC1399                          STATION DESCRIPTION
 BC1399
 BC1399'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1399'JACKSONVILLE.
 BC1399'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1399'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1399'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1399'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH. THE MARK IS SET IN THE
 BC1399'FIRST STEP LEADING TO THE CHURCH, 32 FEET SOUTHEAST OF CENTER LINE OF
 BC1399'EAST BOUND LANE OF ATLANTIC BOULEVARD, 43 FEET 8 INCHES SOUTHEAST OF
 BC1399'CHURCH WALL CLOSEST TO ATLANTIC BOULEVARD, 50 FEET SOUTHEAST OF BACK
 BC1399'OF SIDEWALK, 2.0 FEET SOUTHEAST OF CONCRETE RETAINING WALL.
 BC1399
 BC1399                          STATION RECOVERY (1979)
 BC1399
 BC1399'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1399'RECOVERED IN GOOD CONDITION.
 BC1399
 BC1399                          STATION RECOVERY (2004)
 BC1399
 BC1399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1399'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1399'EAST.
 BC1399' 
 BC1399'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1399'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1399'BOULEVARD FOR 2.6 MI TO  THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 BC1399'OF THE BOTTOM STEP TO ST PAULS EPISCOPAL  CHURCH AT 5616 ATLANTIC
 BC1399'BOULEVARD.
 BC1399' 
 BC1399'LOCATED 11.5 FT EAST OF THE SOUTH PROJECTION OF THE CENTERLINE OF
 BC1399'CAMPBELL ROAD ON THE  NORTH SIDE OF ATLANTIC BOULEVARD, 4.5 FT SOUTH
 BC1399'OF THE SOUTH EDGE OF A 5.0 FT WIDE  CONCRETE SIDEWALK ON THE SOUTH
 BC1399'SIDE OF ATLANTIC BOULEVARD (A SIX LANE HIGHWAY) AND 1.8  FT SOUTH OF A
 BC1399'3.0 FT HIGH CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0247 ***********************************************************************
 DI0247  DESIGNATION -  872 0274 C TIDAL
 DI0247  PID         -  DI0247
 DI0247  STATE/COUNTY-  FL/DUVAL
 DI0247  USGS QUAD   -  ARLINGTON (1992)
 DI0247
 DI0247                         *CURRENT SURVEY CONTROL
 DI0247  ___________________________________________________________________
 DI0247* NAD 83(1986)-  30 18 37.     (N)    081 36 38.     (W)     SCALED    
 DI0247* NAVD 88     -         5.669  (meters)      18.60   (feet)  ADJUSTED  
 DI0247  ___________________________________________________________________
 DI0247  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DI0247  DYNAMIC HT  -           5.662 (meters)      18.58  (feet)  COMP
 DI0247  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 DI0247
 DI0247  VERT ORDER  -  SECOND    CLASS I
 DI0247
 DI0247.The horizontal coordinates were scaled from a topographic map and have
 DI0247.an estimated accuracy of +/- 6 seconds.
 DI0247
 DI0247.The orthometric height was determined by differential leveling
 DI0247.and adjusted by the National Geodetic Survey in September 2006..
 DI0247.No vertical observational check was made to the station.
 DI0247
 DI0247.The geoid height was determined by GEOID03.
 DI0247
 DI0247.The dynamic height is computed by dividing the NAVD 88
 DI0247.geopotential number by the normal gravity value computed on the
 DI0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0247.degrees latitude (g = 980.6199 gals.).
 DI0247
 DI0247.The modeled gravity was interpolated from observed gravity values.
 DI0247
 DI0247;                    North         East    Units  Estimated Accuracy
 DI0247;SPC FL E     -   662,420.      141,280.      MT  (+/- 180 meters Scaled)
 DI0247
 DI0247                          SUPERSEDED SURVEY CONTROL
 DI0247
 DI0247.No superseded survey control is available for this station.
 DI0247
 DI0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP412533(NAD 83)
 DI0247_MARKER: F = FLANGE-ENCASED ROD
 DI0247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0247_STAMPING: 0274 C 2004
 DI0247_MARK LOGO: NGS   
 DI0247_PROJECTION: FLUSH
 DI0247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0247+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DI0247_ROD/PIPE-DEPTH: 18.3 meters
 DI0247
 DI0247  HISTORY     - Date     Condition        Report By
 DI0247  HISTORY     - 20040418 MONUMENTED       FLDEP
 DI0247
 DI0247                          STATION DESCRIPTION
 DI0247
 DI0247'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0247'THE MARK IS AT JACKSONVILLE, IN SECTION 42, TOWNSHIP 2 SOUTH, RANGE 27
 DI0247'EAST.
 DI0247' 
 DI0247'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DI0247'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 DI0247'BOULEVARD FOR 2.3 MI TO  BROOKSIDE CIRCLE WEST (A SAND ROAD) AND THE
 DI0247'MARK ON THE RIGHT, APPROXIMATELY 500.0 FT  SOUTHWEST OF LITTLE
 DI0247'POTTSBURG CREEK AND 150.0 FT SOUTHWEST OF BROOKSIDE CIRCLE EAST,  A
 DI0247'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT WITH A
 DI0247'5-INCH NGS LOGO CAP  FLUSH WITH THE GROUND, THE DATUM POINT IS
 DI0247'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS  LOGO CAP.
 DI0247' 
 DI0247'LOCATED 51.7 FT NORTHWEST OF A WOODEN LIGHT POLE NO. 1639, 50.0 FT
 DI0247'SOUTHEAST OF THE  SOUTHERLY EDGE OF A 5.0 FT WIDE CONCRETE SIDEWALK
 DI0247'ALONG THE SOUTHERLY SIDE OF ATLANTIC  BOULEVARD, 15.0 FT SOUTHWEST OF
 DI0247'THE CENTER OF BROOKSIDE CIRCLE WEST, 2.7 FT NORTHEAST  OF A 4.0 FT
 DI0247'HIGH WOODEN FENCE AND 2.0 FT NORTHEAST OF A CARSONITE WITNESS POST.
 DI0247' 
 DI0247'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE NGS LOGO CAP.
 DI0247' 
 DI0247'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1401 ***********************************************************************
 BC1401  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1401  DESIGNATION -  872 0274 TIDAL 1
 BC1401  PID         -  BC1401
 BC1401  STATE/COUNTY-  FL/DUVAL
 BC1401  USGS QUAD   -  ARLINGTON (1992)
 BC1401
 BC1401                         *CURRENT SURVEY CONTROL
 BC1401  ___________________________________________________________________
 BC1401* NAD 83(1986)-  30 18 52.     (N)    081 36 32.     (W)     SCALED    
 BC1401* NAVD 88     -         1.277  (meters)       4.19   (feet)  ADJUSTED  
 BC1401  ___________________________________________________________________
 BC1401  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1401  DYNAMIC HT  -           1.275 (meters)       4.18  (feet)  COMP
 BC1401  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 BC1401
 BC1401  VERT ORDER  -  SECOND    CLASS I
 BC1401
 BC1401.The horizontal coordinates were scaled from a topographic map and have
 BC1401.an estimated accuracy of +/- 6 seconds.
 BC1401
 BC1401.The orthometric height was determined by differential leveling
 BC1401.and adjusted by the National Geodetic Survey in September 2006..
 BC1401
 BC1401.This Tidal Bench Mark is designated as VM 10710
 BC1401.by the Center for Operational Oceanographic Products and Services.
 BC1401
 BC1401.The geoid height was determined by GEOID03.
 BC1401
 BC1401.The dynamic height is computed by dividing the NAVD 88
 BC1401.geopotential number by the normal gravity value computed on the
 BC1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1401.degrees latitude (g = 980.6199 gals.).
 BC1401
 BC1401.The modeled gravity was interpolated from observed gravity values.
 BC1401
 BC1401;                    North         East    Units  Estimated Accuracy
 BC1401;SPC FL E     -   662,880.      141,440.      MT  (+/- 180 meters Scaled)
 BC1401
 BC1401                          SUPERSEDED SURVEY CONTROL
 BC1401
 BC1401.No superseded survey control is available for this station.
 BC1401
 BC1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414537(NAD 83)
 BC1401_MARKER: DJ = TIDAL STATION DISK
 BC1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1401_SP_SET: CONCRETE POST
 BC1401_STAMPING: NO 1 1939
 BC1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1401+STABILITY: SURFACE MOTION
 BC1401
 BC1401  HISTORY     - Date     Condition        Report By
 BC1401  HISTORY     - 1939     MONUMENTED       CGS
 BC1401  HISTORY     - 1978     GOOD             FLDNR
 BC1401  HISTORY     - 1979     GOOD             FLDNR
 BC1401
 BC1401                          STATION DESCRIPTION
 BC1401
 BC1401'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1401'JACKSONVILLE.
 BC1401'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1401'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1401'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1401'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH AND CAMPBELL ROAD.
 BC1401'PROCEED NORTHWEST ON CAMPBELL ROAD FOR 1000 FEET TO A FORK IN THE
 BC1401'ROAD. TAKE THE LEFT FORK FOR 300 FEET. THE MARK IS ALONG THE NORTHEAST
 BC1401'BANK OF THE LITTLE POTTSBURG CREEK, 60.5 FEET SOUTHWEST OF SOUTH
 BC1401'CORNER OF HOUSE OF S.F. HALL, 72.5 FEET SOUTHEAST OF EAST CORNER OF
 BC1401'BOAT SHED, 11 FEET SOUTHWEST OF CENTER LINE OF ROAD, 2 FEET
 BC1401'SOUTHWEST OF POWER LINE POLE, 127.5 FEET SOUTHEAST OF BENCH MARK 2.
 BC1401
 BC1401                          STATION RECOVERY (1979)
 BC1401
 BC1401'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1397 ***********************************************************************
 BC1397  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1397  DESIGNATION -  872 0274 TIDAL 2
 BC1397  PID         -  BC1397
 BC1397  STATE/COUNTY-  FL/DUVAL
 BC1397  USGS QUAD   -  ARLINGTON (1992)
 BC1397
 BC1397                         *CURRENT SURVEY CONTROL
 BC1397  ___________________________________________________________________
 BC1397* NAD 83(1986)-  30 18 53.     (N)    081 36 33.     (W)     SCALED    
 BC1397* NAVD 88     -         1.917  (meters)       6.29   (feet)  ADJUSTED  
 BC1397  ___________________________________________________________________
 BC1397  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1397  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 BC1397  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 BC1397
 BC1397  VERT ORDER  -  SECOND    CLASS I
 BC1397
 BC1397.The horizontal coordinates were scaled from a topographic map and have
 BC1397.an estimated accuracy of +/- 6 seconds.
 BC1397
 BC1397.The orthometric height was determined by differential leveling
 BC1397.and adjusted by the National Geodetic Survey in September 2006..
 BC1397.No vertical observational check was made to the station.
 BC1397.WARNING-Repeat measurements at this control monument indicate possible
 BC1397.vertical movement.
 BC1397
 BC1397.This Tidal Bench Mark is designated as VM 10711
 BC1397.by the Center for Operational Oceanographic Products and Services.
 BC1397
 BC1397.The geoid height was determined by GEOID03.
 BC1397
 BC1397.The dynamic height is computed by dividing the NAVD 88
 BC1397.geopotential number by the normal gravity value computed on the
 BC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1397.degrees latitude (g = 980.6199 gals.).
 BC1397
 BC1397.The modeled gravity was interpolated from observed gravity values.
 BC1397
 BC1397;                    North         East    Units  Estimated Accuracy
 BC1397;SPC FL E     -   662,910.      141,410.      MT  (+/- 180 meters Scaled)
 BC1397
 BC1397                          SUPERSEDED SURVEY CONTROL
 BC1397
 BC1397.No superseded survey control is available for this station.
 BC1397
 BC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414538(NAD 83)
 BC1397_MARKER: DJ = TIDAL STATION DISK
 BC1397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1397_SP_SET: GATE POST BASE
 BC1397_STAMPING: NO 2 1939
 BC1397_MARK LOGO: CGS   
 BC1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1397+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BC1397
 BC1397  HISTORY     - Date     Condition        Report By
 BC1397  HISTORY     - 1939     MONUMENTED       CGS
 BC1397  HISTORY     - 1978     GOOD             FLDNR
 BC1397  HISTORY     - 1979     GOOD             FLDNR
 BC1397  HISTORY     - 20041116 GOOD             FLDEP
 BC1397
 BC1397                          STATION DESCRIPTION
 BC1397
 BC1397'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1397'JACKSONVILLE.
 BC1397'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1397'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1397'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1397'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH AND CAMPBELL ROAD.
 BC1397'PROCEED NORTHWEST ON CAMPBELL ROAD FOR 1000 FEET TO A FORK IN THE
 BC1397'ROAD. TAKE THE LEFT FORK FOR 300 FEET. THE MARK IS SET IN A CONCRETE
 BC1397'FOUNDATION OF THE NORTHEAST BRICK PILLAR, ALONG NORTHEAST BANK OF
 BC1397'LITTLE POTTSBURG CREEK, AT SOUTHEAST ENTRANCE TO R.C. CAMPBELL
 BC1397'PROPERTY, 127.5 FEET NORTHEAST OF BENCH MARK 1, 37.5 FEET SOUTHWEST
 BC1397'OF BENCH MARK 3, 6 FEET NORTHEAST OF CENTER LINE OF ROAD AT CATTLE
 BC1397'GUARD.
 BC1397
 BC1397                          STATION RECOVERY (1979)
 BC1397
 BC1397'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1397'RECOVERED IN GOOD CONDITION.
 BC1397
 BC1397                          STATION RECOVERY (2004)
 BC1397
 BC1397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1397'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1397'EAST.
 BC1397' 
 BC1397'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1397'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1397'BOULEVARD FOR 2.6 MI TO  THE JUNCTION OF CAMPBELL ROAD ON THE LEFT,
 BC1397'TURN LEFT ON CAMPBELL ROAD AND GO  NORTHWESTERLY FOR 0.2 MI TO A ROAD
 BC1397'FORK, BEAR LEFT AT THE FORK AND GO WESTERLY FOR 0.1  MI TO ITS END AND
 BC1397'THE MARK, SET IN THE SOUTHERLY SIDE OF THE FOUNDATION OF A 3.0 FT
 BC1397'SQUARE BRICK PILLAR AT THE NORTHEAST SIDE OF THE DRIVEWAY TO THE
 BC1397'RESIDENCE AT 1100  CAMPBELL ROAD.
 BC1397' 
 BC1397'LOCATED 37.5 FT SOUTHWEST OF BENCH MARK NO 3, 19.0 FT SOUTH-SOUTHWEST
 BC1397'OF WOODEN  POWER POLE NO. 041753 WITH A TRANSFORMER ATTACHED AND 6.0
 BC1397'FT NORTHEAST OF THE CENTER  OF THE DRIVEWAY AS MEASURED AT THE CATTLE
 BC1397'GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1398 ***********************************************************************
 BC1398  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1398  DESIGNATION -  872 0274 TIDAL 3
 BC1398  PID         -  BC1398
 BC1398  STATE/COUNTY-  FL/DUVAL
 BC1398  USGS QUAD   -  ARLINGTON (1992)
 BC1398
 BC1398                         *CURRENT SURVEY CONTROL
 BC1398  ___________________________________________________________________
 BC1398* NAD 83(1986)-  30 18 53.     (N)    081 36 31.     (W)     SCALED    
 BC1398* NAVD 88     -         2.165  (meters)       7.10   (feet)  ADJUSTED  
 BC1398  ___________________________________________________________________
 BC1398  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1398  DYNAMIC HT  -           2.162 (meters)       7.09  (feet)  COMP
 BC1398  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 BC1398
 BC1398  VERT ORDER  -  SECOND    CLASS I
 BC1398
 BC1398.The horizontal coordinates were scaled from a topographic map and have
 BC1398.an estimated accuracy of +/- 6 seconds.
 BC1398
 BC1398.The orthometric height was determined by differential leveling
 BC1398.and adjusted by the National Geodetic Survey in September 2006..
 BC1398.No vertical observational check was made to the station.
 BC1398
 BC1398.This Tidal Bench Mark is designated as VM 10712
 BC1398.by the Center for Operational Oceanographic Products and Services.
 BC1398
 BC1398.The geoid height was determined by GEOID03.
 BC1398
 BC1398.The dynamic height is computed by dividing the NAVD 88
 BC1398.geopotential number by the normal gravity value computed on the
 BC1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1398.degrees latitude (g = 980.6199 gals.).
 BC1398
 BC1398.The modeled gravity was interpolated from observed gravity values.
 BC1398
 BC1398;                    North         East    Units  Estimated Accuracy
 BC1398;SPC FL E     -   662,910.      141,470.      MT  (+/- 180 meters Scaled)
 BC1398
 BC1398                          SUPERSEDED SURVEY CONTROL
 BC1398
 BC1398.No superseded survey control is available for this station.
 BC1398
 BC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414538(NAD 83)
 BC1398_MARKER: DJ = TIDAL STATION DISK
 BC1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1398_SP_SET: CONCRETE POST
 BC1398_STAMPING: NO 3 1939
 BC1398_MARK LOGO: CGS   
 BC1398_PROJECTION: RECESSED 8 CENTIMETERS
 BC1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1398+STABILITY: SURFACE MOTION
 BC1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1398+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BC1398
 BC1398  HISTORY     - Date     Condition        Report By
 BC1398  HISTORY     - 1939     MONUMENTED       CGS
 BC1398  HISTORY     - 1978     GOOD             FLDNR
 BC1398  HISTORY     - 1979     GOOD             FLDNR
 BC1398  HISTORY     - 20041116 GOOD             FLDEP
 BC1398
 BC1398                          STATION DESCRIPTION
 BC1398
 BC1398'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1398'JACKSONVILLE.
 BC1398'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1398'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1398'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1398'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH AND CAMPBELL ROAD.
 BC1398'PROCEED NORTHWEST ON CAMPBELL ROAD 1000 FEET TO A FORK IN THE ROAD,
 BC1398'TAKE THE LEFT FORK FOR 300 FEET. THE MARK IS ALONG THE NORTHEAST BANK
 BC1398'OF LITTLE POTTSBURG CREEK, IN POINT OF X ROAD, 37.5 FEET NORTHEAST
 BC1398'OF BENCH MARK 2, 14 FEET SOUTHWEST OF CENTER LINE OF SAND ROAD, 3
 BC1398'FEET SOUTHEAST OF CORNER FENCE POST.
 BC1398
 BC1398                          STATION RECOVERY (1979)
 BC1398
 BC1398'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1398'RECOVERED IN GOOD CONDITION.
 BC1398
 BC1398                          STATION RECOVERY (2004)
 BC1398
 BC1398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1398'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1398'EAST.
 BC1398' 
 BC1398'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1398'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1398'BOULEVARD FOR 2.6 MI TO  THE JUNCTION OF CAMPBELL ROAD ON THE LEFT,
 BC1398'TURN LEFT ON CAMPBELL ROAD AND GO  NORTHWESTERLY FOR 0.2 MI TO A ROAD
 BC1398'FORK, BEAR LEFT AT THE FORK AND GO WESTERLY FOR 0.1  MI TO ITS END AND
 BC1398'THE MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT
 BC1398'BELOW THE LEVEL OF THE GROUND.
 BC1398' 
 BC1398'LOCATED 37.5 FT NORTHEAST OF BENCH MARK NO 2, 24.0 FT SOUTHWEST OF THE
 BC1398'SOUTHWEST  CORNER OF THE CONCRETE PILLAR AT THE EAST SIDE OF THE
 BC1398'DRIVEWAY TO THE RESIDENCE, 14.0 FT  SOUTHWEST OF THE CENTER OF THE
 BC1398'DRIVEWAY, 11.0 FT SOUTHWEST OF THE SOUTHWEST CORNER  OF THE CONCRETE
 BC1398'PILLAR AT THE WEST SIDE OF THE DRIVEWAY AND 4.0 FT SOUTHEAST OF A
 BC1398'WOODEN FENCE CORNER POST.
 BC1398' 
 BC1398'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0720 ***********************************************************************
 DI0720  DESIGNATION -  872 0291 A TIDAL
 DI0720  PID         -  DI0720
 DI0720  STATE/COUNTY-  FL/DUVAL
 DI0720  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 DI0720
 DI0720                         *CURRENT SURVEY CONTROL
 DI0720  ___________________________________________________________________
 DI0720* NAD 83(1986)-  30 16 58.     (N)    081 23 15.     (W)     SCALED    
 DI0720* NAVD 88     -         2.769  (meters)       9.08   (feet)  ADJUSTED  
 DI0720  ___________________________________________________________________
 DI0720  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DI0720  DYNAMIC HT  -           2.765 (meters)       9.07  (feet)  COMP
 DI0720  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 DI0720
 DI0720  VERT ORDER  -  SECOND    CLASS I
 DI0720
 DI0720.The horizontal coordinates were scaled from a topographic map and have
 DI0720.an estimated accuracy of +/- 6 seconds.
 DI0720
 DI0720.The orthometric height was determined by differential leveling
 DI0720.and adjusted by the National Geodetic Survey in September 2006..
 DI0720
 DI0720.The geoid height was determined by GEOID03.
 DI0720
 DI0720.The dynamic height is computed by dividing the NAVD 88
 DI0720.geopotential number by the normal gravity value computed on the
 DI0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0720.degrees latitude (g = 980.6199 gals.).
 DI0720
 DI0720.The modeled gravity was interpolated from observed gravity values.
 DI0720
 DI0720;                    North         East    Units  Estimated Accuracy
 DI0720;SPC FL E     -   659,280.      162,720.      MT  (+/- 180 meters Scaled)
 DI0720
 DI0720                          SUPERSEDED SURVEY CONTROL
 DI0720
 DI0720.No superseded survey control is available for this station.
 DI0720
 DI0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP627501(NAD 83)
 DI0720_MARKER: F = FLANGE-ENCASED ROD
 DI0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0720_STAMPING: 0291 A 1995
 DI0720_MARK LOGO: NOS   
 DI0720_PROJECTION: FLUSH
 DI0720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0720+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DI0720_ROD/PIPE-DEPTH: 19.4 meters
 DI0720
 DI0720  HISTORY     - Date     Condition        Report By
 DI0720  HISTORY     - 1995     MONUMENTED       NOS
 DI0720
 DI0720                          STATION DESCRIPTION
 DI0720
 DI0720'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (BSS)
 DI0720'THE MARK IS IN JACKSONVILLE BEACH, IN SECTION 33, TOWNSHIP 2 SOUTH,
 DI0720'RANGE 29 EAST.
 DI0720' 
 DI0720'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 90 (BEACH
 DI0720'BOULEVARD) AND STATE ROAD  A1A (THIRD STREET SOUTH) IN JACKSONVILLE
 DI0720'BEACH, GO SOUTH-SOUTHEAST ON STATE ROAD A1A FOR 0.4 MI  TO THE
 DI0720'INTERSECTION OF 6TH AVENUE, TURN LEFT ON 6TH AVENUE SOUTH AND GO EAST
 DI0720'FOR 0.15 MI TO ITS  END AT THE JACKSONVILLE BEACH OCEAN FRONT PARK AND
 DI0720'THE MARK (AT THE SOUTHEAST CORNER OF THE  PARK), A STAINLESS STEEL ROD
 DI0720'DRIVEN TO REFUSAL AT A DEPTH OF 63.5 FT WITH A 5-INCH NOS LOGO CAP
 DI0720'FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE
 DI0720'LEVEL OF THE NOS LOGO CAP.
 DI0720' 
 DI0720'LOCATED 224.5 FT EAST OF THE CENTERLINE OF 1ST STREET SOUTH, 8.0 FT
 DI0720'SOUTHEAST OF A CITY OF  JACKSONVILLE BEACH STORM SEWER MANHOLE, 1.0 FT
 DI0720'WEST OF A 2.2 FT WIDE CONCRETE SEAWALL, 0.4 FT  NORTH OF A METAL FENCE
 DI0720'ALONG THE SOUTH LINE OF THE PARK AND 0.5 FT NORTHEAST OF A CARSONITE
 DI0720'WITNESS POST.
 DI0720' 
 DI0720'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A NOS LOGO CAP.
 DI0720' 
 DI0720'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1556 ***********************************************************************
 BC1556  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1556  DESIGNATION -  872 0291 TIDAL 1
 BC1556  PID         -  BC1556
 BC1556  STATE/COUNTY-  FL/DUVAL
 BC1556  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1556
 BC1556                         *CURRENT SURVEY CONTROL
 BC1556  ___________________________________________________________________
 BC1556* NAD 83(1986)-  30 17 02.     (N)    081 23 16.     (W)     SCALED    
 BC1556* NAVD 88     -         2.796  (meters)       9.17   (feet)  ADJUSTED  
 BC1556  ___________________________________________________________________
 BC1556  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1556  DYNAMIC HT  -           2.792 (meters)       9.16  (feet)  COMP
 BC1556  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 BC1556
 BC1556  VERT ORDER  -  SECOND    CLASS I
 BC1556
 BC1556.The horizontal coordinates were scaled from a topographic map and have
 BC1556.an estimated accuracy of +/- 6 seconds.
 BC1556
 BC1556.The orthometric height was determined by differential leveling
 BC1556.and adjusted by the National Geodetic Survey in June 1991..
 BC1556
 BC1556.This Tidal Bench Mark is designated as VM 5163
 BC1556.by the Center for Operational Oceanographic Products and Services.
 BC1556
 BC1556.The geoid height was determined by GEOID03.
 BC1556
 BC1556.The dynamic height is computed by dividing the NAVD 88
 BC1556.geopotential number by the normal gravity value computed on the
 BC1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1556.degrees latitude (g = 980.6199 gals.).
 BC1556
 BC1556.The modeled gravity was interpolated from observed gravity values.
 BC1556
 BC1556;                    North         East    Units  Estimated Accuracy
 BC1556;SPC FL E     -   659,400.      162,690.      MT  (+/- 180 meters Scaled)
 BC1556
 BC1556                          SUPERSEDED SURVEY CONTROL
 BC1556
 BC1556  NGVD 29 (09/01/92)    3.128  (m)           10.26   (f) ADJUSTED    2 1
 BC1556
 BC1556.Superseded values are not recommended for survey control.
 BC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1556.See file dsdata.txt to determine how the superseded data were derived.
 BC1556
 BC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP627503(NAD 83)
 BC1556_MARKER: DJ = TIDAL STATION DISK
 BC1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1556_SP_SET: SEAWALL
 BC1556_STAMPING: NO 1 1973
 BC1556_MARK LOGO: NOS   
 BC1556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1556
 BC1556  HISTORY     - Date     Condition        Report By
 BC1556  HISTORY     - 1973     MONUMENTED       NOS
 BC1556  HISTORY     - 1977     GOOD             FLDNR
 BC1556  HISTORY     - 1987     GOOD             FLDNR
 BC1556  HISTORY     - 20030418 MARK NOT FOUND   FLDEP
 BC1556
 BC1556                          STATION DESCRIPTION
 BC1556
 BC1556'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1556'JACKSONVILLE BEACH.
 BC1556'AT THE INTERSECTION OF BEACH BOULEVARD AND FIRST STREET, IN
 BC1556'JACKSONVILLE BEACH, PROCEED SOUTH ON FIRST STREET 0.35 MILE TO SIXTH
 BC1556'AVENUE, THENCE EAST ON SIXTH AVENUE TO ITS END. THE MARK BEARS 63.5
 BC1556'FEET NORTH OF JACKSONVILLE BEACH FISHING PIER, 58 FEET SOUTHEAST OF
 BC1556'THE SOUTHEAST CORNER OF A TWO STORY ROOMING HOUSE, 99.1 FEET SOUTH OF
 BC1556'TIDAL 2, AND 1 FOOT WEST OF SEAWALL EDGE.
 BC1556
 BC1556                          STATION RECOVERY (1987)
 BC1556
 BC1556'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1556'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TWO-STORY
 BC1556'ROOMING HOUSE IS GONE, THE MARK BEARS 63.5 FEET NORTH OF THE NORTHWEST
 BC1556'CORNER OF THE RAMP FOR THE JACKSONVILLE BEACH FISHING PIER, AND 134.0
 BC1556'FEET NORTH OF THE CENTERLINE OF SIXTH AVENUE SOUTH.  THE MARK AND
 BC1556'SEAWALL ARE BOTH BURIED UNDER ONE FOOT OF SAND.  THE MARK IS 1.0 FT
 BC1556'BELOW THE GROUND.
 BC1556
 BC1556                          STATION RECOVERY (2003)
 BC1556
 BC1556'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1556'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW CONCRETE CURB HAS
 BC1556'BEEN BUILT UPON THE  REFERENCED SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1555 ***********************************************************************
 BC1555  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1555  DESIGNATION -  872 0291 TIDAL 2
 BC1555  PID         -  BC1555
 BC1555  STATE/COUNTY-  FL/DUVAL
 BC1555  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1555
 BC1555                         *CURRENT SURVEY CONTROL
 BC1555  ___________________________________________________________________
 BC1555* NAD 83(1986)-  30 17 03.     (N)    081 23 17.     (W)     SCALED    
 BC1555* NAVD 88     -         2.848  (meters)       9.34   (feet)  ADJUSTED  
 BC1555  ___________________________________________________________________
 BC1555  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1555  DYNAMIC HT  -           2.845 (meters)       9.33  (feet)  COMP
 BC1555  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 BC1555
 BC1555  VERT ORDER  -  SECOND    CLASS I
 BC1555
 BC1555.The horizontal coordinates were scaled from a topographic map and have
 BC1555.an estimated accuracy of +/- 6 seconds.
 BC1555
 BC1555.The orthometric height was determined by differential leveling
 BC1555.and adjusted by the National Geodetic Survey in June 1991..
 BC1555
 BC1555.This Tidal Bench Mark is designated as VM 5164
 BC1555.by the Center for Operational Oceanographic Products and Services.
 BC1555
 BC1555.The geoid height was determined by GEOID03.
 BC1555
 BC1555.The dynamic height is computed by dividing the NAVD 88
 BC1555.geopotential number by the normal gravity value computed on the
 BC1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1555.degrees latitude (g = 980.6199 gals.).
 BC1555
 BC1555.The modeled gravity was interpolated from observed gravity values.
 BC1555
 BC1555;                    North         East    Units  Estimated Accuracy
 BC1555;SPC FL E     -   659,430.      162,670.      MT  (+/- 180 meters Scaled)
 BC1555
 BC1555                          SUPERSEDED SURVEY CONTROL
 BC1555
 BC1555  NGVD 29 (09/01/92)    3.181  (m)           10.44   (f) ADJUSTED    2 1
 BC1555
 BC1555.Superseded values are not recommended for survey control.
 BC1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1555.See file dsdata.txt to determine how the superseded data were derived.
 BC1555
 BC1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP626503(NAD 83)
 BC1555_MARKER: DJ = TIDAL STATION DISK
 BC1555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1555_SP_SET: SEAWALL
 BC1555_STAMPING: NO 2 1973
 BC1555_MARK LOGO: NOS   
 BC1555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1555
 BC1555  HISTORY     - Date     Condition        Report By
 BC1555  HISTORY     - 1973     MONUMENTED       NOS
 BC1555  HISTORY     - 1977     GOOD             FLDNR
 BC1555  HISTORY     - 1987     GOOD             FLDNR
 BC1555  HISTORY     - 20030418 MARK NOT FOUND   FLDEP
 BC1555
 BC1555                          STATION DESCRIPTION
 BC1555
 BC1555'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1555'JACKSONVILLE BEACH.
 BC1555'AT THE INTERSECTION OF BEACH BOULEVARD AND FIRST STREET, IN
 BC1555'JACKSONVILLE BEACH, PROCEED SOUTH ON FIRST STREET 0.3 MILE TO
 BC1555'FIFTH AVENUE, THENCE EAST ON FIFTH AVENUE TO ITS END. THE MARK BEARS
 BC1555'162.6 FEET NORTH OF JACKSONVILLE BEACH FISHING PIER, 31.5 FEET EAST OF
 BC1555'THE NORTHWEST CORNER OF A TWO STORY ROOMING HOUSE, 86.7 FEET SOUTH OF
 BC1555'FIFTH AVENUE, AND 0.7 FEET WEST OF SEAWALL EDGE.
 BC1555
 BC1555                          STATION RECOVERY (1987)
 BC1555
 BC1555'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1555'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TWO-STORY
 BC1555'ROOMING HOUSE IS GONE.  THE MARK BEARS 86.7 FEET SOUTH OF THE NORTH
 BC1555'EDGE OF THE SEAWALL-WALKWAY AT THE SOUTH SIDE OF FIFTH AVENUE SOUTH,
 BC1555'AND 162.6 FEET NORTH OF THE NORTHWEST CORNER OF THE RAMP FOR THE
 BC1555'JACKSONVILLE FISHING PIER.  THE MARK AND SEAWALL ARE BOTH BURIED UNDER
 BC1555'ONE FOOT OF SAND.  THE MARK IS 1.0 FT BELOW THE GROUND.
 BC1555
 BC1555                          STATION RECOVERY (2003)
 BC1555
 BC1555'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1555'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW CONCRETE CURB HAS
 BC1555'BEEN BUILT UPON THE  REFERENCED SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1554 ***********************************************************************
 BC1554  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1554  DESIGNATION -  872 0291 TIDAL 3
 BC1554  PID         -  BC1554
 BC1554  STATE/COUNTY-  FL/DUVAL
 BC1554  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1554
 BC1554                         *CURRENT SURVEY CONTROL
 BC1554  ___________________________________________________________________
 BC1554* NAD 83(1986)-  30 17 09.     (N)    081 23 20.     (W)     SCALED    
 BC1554* NAVD 88     -         3.177  (meters)      10.42   (feet)  ADJUSTED  
 BC1554  ___________________________________________________________________
 BC1554  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1554  DYNAMIC HT  -           3.172 (meters)      10.41  (feet)  COMP
 BC1554  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 BC1554
 BC1554  VERT ORDER  -  SECOND    CLASS I
 BC1554
 BC1554.The horizontal coordinates were scaled from a topographic map and have
 BC1554.an estimated accuracy of +/- 6 seconds.
 BC1554
 BC1554.The orthometric height was determined by differential leveling
 BC1554.and adjusted by the National Geodetic Survey in June 1991..
 BC1554
 BC1554.This Tidal Bench Mark is designated as VM 5165
 BC1554.by the Center for Operational Oceanographic Products and Services.
 BC1554
 BC1554.The geoid height was determined by GEOID03.
 BC1554
 BC1554.The dynamic height is computed by dividing the NAVD 88
 BC1554.geopotential number by the normal gravity value computed on the
 BC1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1554.degrees latitude (g = 980.6199 gals.).
 BC1554
 BC1554.The modeled gravity was interpolated from observed gravity values.
 BC1554
 BC1554;                    North         East    Units  Estimated Accuracy
 BC1554;SPC FL E     -   659,620.      162,590.      MT  (+/- 180 meters Scaled)
 BC1554
 BC1554                          SUPERSEDED SURVEY CONTROL
 BC1554
 BC1554  NGVD 29 (09/01/92)    3.509  (m)           11.51   (f) ADJUSTED    2 1
 BC1554
 BC1554.Superseded values are not recommended for survey control.
 BC1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1554.See file dsdata.txt to determine how the superseded data were derived.
 BC1554
 BC1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP626505(NAD 83)
 BC1554_MARKER: DJ = TIDAL STATION DISK
 BC1554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1554_SP_SET: SEAWALL
 BC1554_STAMPING: NO 3 1973
 BC1554_MARK LOGO: NOS   
 BC1554_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1554+STABILITY: SURFACE MOTION
 BC1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1554+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 BC1554
 BC1554  HISTORY     - Date     Condition        Report By
 BC1554  HISTORY     - 1973     MONUMENTED       NOS
 BC1554  HISTORY     - 1977     GOOD             FLDNR
 BC1554  HISTORY     - 1987     GOOD             FLDNR
 BC1554  HISTORY     - 20030419 GOOD             GEOCAC
 BC1554  HISTORY     - 20041021 GOOD             FLDEP
 BC1554
 BC1554                          STATION DESCRIPTION
 BC1554
 BC1554'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1554'JACKSONVILLE BEACH.
 BC1554'AT THE INTERSECTION OF BEACH BOULEVARD AND FIRST STREET, IN
 BC1554'JACKSONVILLE BEACH, PROCEED SOUTH ON FIRST STREET 0.2 MILE TO
 BC1554'THIRD AVENUE, THENCE EAST ON THIRD AVENUE TO ITS END. THE MARK BEARS
 BC1554'28.4 FEET EAST OF THE EAST END OF THIRD AVENUE, 9 FEET NORTH OF STEPS
 BC1554'LEADING TO THE BEACH, 69.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BC1554'GREENS MOTEL, AND 1.2 FEET WEST OF SEAWALL EDGE.
 BC1554
 BC1554                          STATION RECOVERY (1987)
 BC1554
 BC1554'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1554'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE GREENS MOTEL
 BC1554'IS GONE.  THIRD AVENUE IS THIRD AVENUE SOUTH.  THE MARK BEARS 34.7
 BC1554'FEET SOUTH OF THE SOUTHEAST CORNER OF A 6 FOOT HIGH FENCE.
 BC1554
 BC1554                          STATION RECOVERY (2003)
 BC1554
 BC1554'RECOVERY NOTE BY GEOCACHING 2003 (GNA)
 BC1554'RECOVERED IN GOOD CONDITION.
 BC1554
 BC1554                          STATION RECOVERY (2004)
 BC1554
 BC1554'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1554'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1554' 
 BC1554'THE MARK IS IN JACKSONVILLE BEACH, IN SECTION 33, TOWNSHIP 2 SOUTH,
 BC1554'RANGE 29 EAST.
 BC1554' 
 BC1554'LOCATED 5.0 FT NORTH OF THE EASTERLY PROJECTION OF THE CENTERLINE OF
 BC1554'3RD AVENUE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2457 ***********************************************************************
 BC2457  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2457  DESIGNATION -  872 0296 A TIDAL
 BC2457  PID         -  BC2457
 BC2457  STATE/COUNTY-  FL/DUVAL
 BC2457  USGS QUAD   -  JACKSONVILLE (1994)
 BC2457
 BC2457                         *CURRENT SURVEY CONTROL
 BC2457  ___________________________________________________________________
 BC2457* NAD 83(1986)-  30 16 42.     (N)    081 42 09.     (W)     SCALED    
 BC2457* NAVD 88     -         3.369  (meters)      11.05   (feet)  ADJUSTED  
 BC2457  ___________________________________________________________________
 BC2457  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC2457  DYNAMIC HT  -           3.365 (meters)      11.04  (feet)  COMP
 BC2457  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 BC2457
 BC2457  VERT ORDER  -  SECOND    CLASS I
 BC2457
 BC2457.The horizontal coordinates were scaled from a topographic map and have
 BC2457.an estimated accuracy of +/- 6 seconds.
 BC2457
 BC2457.The orthometric height was determined by differential leveling
 BC2457.and adjusted by the National Geodetic Survey in September 2006..
 BC2457.No vertical observational check was made to the station.
 BC2457
 BC2457.This Tidal Bench Mark is designated as VM 5169
 BC2457.by the Center for Operational Oceanographic Products and Services.
 BC2457
 BC2457.The geoid height was determined by GEOID03.
 BC2457
 BC2457.The dynamic height is computed by dividing the NAVD 88
 BC2457.geopotential number by the normal gravity value computed on the
 BC2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2457.degrees latitude (g = 980.6199 gals.).
 BC2457
 BC2457.The modeled gravity was interpolated from observed gravity values.
 BC2457
 BC2457;                    North         East    Units  Estimated Accuracy
 BC2457;SPC FL E     -   658,930.      132,410.      MT  (+/- 180 meters Scaled)
 BC2457
 BC2457                          SUPERSEDED SURVEY CONTROL
 BC2457
 BC2457  NAVD 88 (??/??/92)    3.390  (m)           11.12   (f) UNKNOWN     3 0
 BC2457  NGVD 29 (09/01/92)    3.697  (m)           12.13   (f) ADJUSTED    2 1
 BC2457
 BC2457.Superseded values are not recommended for survey control.
 BC2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2457.See file dsdata.txt to determine how the superseded data were derived.
 BC2457
 BC2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP324498(NAD 83)
 BC2457_MARKER: DJ = TIDAL STATION DISK
 BC2457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2457_SP_SET: COPPER-CLAD STEEL ROD
 BC2457_STAMPING: 0296 A 1978
 BC2457_MARK LOGO: NOS   
 BC2457_PROJECTION: FLUSH
 BC2457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2457+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BC2457_ROD/PIPE-DEPTH: 12.2 meters
 BC2457
 BC2457  HISTORY     - Date     Condition        Report By
 BC2457  HISTORY     - 1978     MONUMENTED       NOS
 BC2457  HISTORY     - 1985     GOOD             FLDNR
 BC2457  HISTORY     - 20040109 GOOD             FLDEP
 BC2457
 BC2457                          STATION DESCRIPTION
 BC2457
 BC2457'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2457'IN JACKSONVILLE.
 BC2457'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2457'GO 1.15 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE)
 BC2457'TO THE MARK.  THE MARK BEARS 157 FEET SOUTHEAST OF THE NORTHWEST END
 BC2457'OF THE FIRST TRAFFIC ISLAND SOUTHEAST OF THE ORTEGA BRIDGE, 20.5 FEET
 BC2457'NORTHEAST OF THE CENTERLINE OF GRAND AVENUE SOUTHBOUND, 21 FEET
 BC2457'SOUTHWEST OF THE CENTERLINE OF GRAND AVENUE NORTHBOUND, 6 FEET
 BC2457'SOUTHEAST OF THE NORTHWESTERNMOST PALM TREE IN THE MEDIAN, AND 1 FOOT
 BC2457'NORTHWEST OF A WITNESS POST.
 BC2457
 BC2457                          STATION RECOVERY (2004)
 BC2457
 BC2457'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2457'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2457'EAST.
 BC2457' 
 BC2457'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2457'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2457'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2457'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR  1.15 MI TO
 BC2457'THE MARK ON THE LEFT, IN THE CENTER OF THE FIRST MEDIAN ISLAND
 BC2457'SOUTHEAST OF  THE ORTEGA RIVER, A DISK CRIMPED TO A ROD DRIVEN INTO
 BC2457'THE GROUND ENCASED IN A PVC PIPE  INSIDE OF A CONCRETE KICKBLOCK FLUSH
 BC2457'WITH THE GROUND.
 BC2457' 
 BC2457'LOCATED 162.0 FT SOUTHEAST OF THE NORTHWEST END OF THE MEDIAN ISLAND,
 BC2457'153.0 FT  NORTHWEST OF THE INTERSECTION OF GRAND AVENUE AND MCGIRTS
 BC2457'BOULEVARD, 20.5 FT  NORTH-NORTHEAST OF THE CENTERLINE OF THE
 BC2457'SOUTHBOUND LANES OF GRAND AVENUE (STATE  ROAD 211), 20.0 FT
 BC2457'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF GRAND
 BC2457'AVENUE (STATE ROAD 211), 16.4 FT SOUTHEAST OF A WOODEN LIGHT POLE
 BC2457'NUMBER 115379 AND 1.0  FT NORTHWEST OF A CARSONITE WITNESS POST.
 BC2457' 
 BC2457'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 BC2457' 
 BC2457'NOTE ROD DEPTH OF MARK IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2458 ***********************************************************************
 BC2458  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2458  DESIGNATION -  872 0296 B TIDAL
 BC2458  PID         -  BC2458
 BC2458  STATE/COUNTY-  FL/DUVAL
 BC2458  USGS QUAD   -  JACKSONVILLE (1994)
 BC2458
 BC2458                         *CURRENT SURVEY CONTROL
 BC2458  ___________________________________________________________________
 BC2458* NAD 83(1986)-  30 16 41.     (N)    081 42 06.     (W)     SCALED    
 BC2458* NAVD 88     -         5.114  (meters)      16.78   (feet)  ADJUSTED  
 BC2458  ___________________________________________________________________
 BC2458  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC2458  DYNAMIC HT  -           5.107 (meters)      16.76  (feet)  COMP
 BC2458  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 BC2458
 BC2458  VERT ORDER  -  SECOND    CLASS I
 BC2458
 BC2458.The horizontal coordinates were scaled from a topographic map and have
 BC2458.an estimated accuracy of +/- 6 seconds.
 BC2458
 BC2458.The orthometric height was determined by differential leveling
 BC2458.and adjusted by the National Geodetic Survey in September 2006..
 BC2458.No vertical observational check was made to the station.
 BC2458
 BC2458.This Tidal Bench Mark is designated as VM 5170
 BC2458.by the Center for Operational Oceanographic Products and Services.
 BC2458
 BC2458.The geoid height was determined by GEOID03.
 BC2458
 BC2458.The dynamic height is computed by dividing the NAVD 88
 BC2458.geopotential number by the normal gravity value computed on the
 BC2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2458.degrees latitude (g = 980.6199 gals.).
 BC2458
 BC2458.The modeled gravity was interpolated from observed gravity values.
 BC2458
 BC2458;                    North         East    Units  Estimated Accuracy
 BC2458;SPC FL E     -   658,900.      132,490.      MT  (+/- 180 meters Scaled)
 BC2458
 BC2458                          SUPERSEDED SURVEY CONTROL
 BC2458
 BC2458  NAVD 88 (??/??/92)    5.135  (m)           16.85   (f) UNKNOWN     3 0
 BC2458  NGVD 29 (09/01/92)    5.442  (m)           17.85   (f) ADJUSTED    2 1
 BC2458
 BC2458.Superseded values are not recommended for survey control.
 BC2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2458.See file dsdata.txt to determine how the superseded data were derived.
 BC2458
 BC2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP325498(NAD 83)
 BC2458_MARKER: DJ = TIDAL STATION DISK
 BC2458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2458_SP_SET: COPPER-CLAD STEEL ROD
 BC2458_STAMPING: 0296 B 1978
 BC2458_MARK LOGO: NOS   
 BC2458_PROJECTION: RECESSED 13 CENTIMETERS
 BC2458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2458+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BC2458_ROD/PIPE-DEPTH: 12.8 meters
 BC2458
 BC2458  HISTORY     - Date     Condition        Report By
 BC2458  HISTORY     - 1978     MONUMENTED       NOS
 BC2458  HISTORY     - 1985     GOOD             FLDNR
 BC2458  HISTORY     - 20040109 GOOD             FLDEP
 BC2458
 BC2458                          STATION DESCRIPTION
 BC2458
 BC2458'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2458'IN JACKSONVILLE.
 BC2458'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2458'GO 1.2 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE) TO
 BC2458'THE MARK.  THE MARK BEARS 84 FEET SOUTHEAST OF THE INTERSECTION OF
 BC2458'GRAND AVENUE AND MCGIRTS BOULEVARD, 54 FEET EAST OF THE JUNCTION OF
 BC2458'EL DORADO AVENUE WITH GRAND AVENUE NORTHBOUND, 51 FEET NORTHEAST OF
 BC2458'THE NORTHWEST END OF THE TRAFFIC MEDIAN, 3 FEET NORTHWEST OF THE
 BC2458'NORTHWESTERNMOST PALM TREE IN THE MEDIAN, AND 1 FOOT NORTHWEST OF A
 BC2458'WITNESS POST.
 BC2458
 BC2458                          STATION RECOVERY (2004)
 BC2458
 BC2458'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2458'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2458'EAST.
 BC2458' 
 BC2458'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2458'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2458'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2458'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR 1.2  MI TO THE
 BC2458'MARK ON THE LEFT, IN THE CENTER OF A MEDIAN ISLAND, A DISK CRIMPED TO
 BC2458'A ROD  DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE INSIDE OF A
 BC2458'CONCRETE KICKBLOCK, RECESSED 0.5  FT BELOW THE LEVEL OF THE GROUND.
 BC2458' 
 BC2458'LOCATED 78.0 FT SOUTHEAST OF THE INTERSECTION OF GRAND AVENUE AND
 BC2458'MCGIRTS BOULEVARD,  78.0 FT SOUTHEAST OF THE CENTERLINE OF MCGIRTS
 BC2458'BOULEVARD, 70.3 FT SOUTH OF A WOODEN  POWER POLE NUMBER 2803 AT THE
 BC2458'EAST CORNER OF THE INTERSECTION OF GRAND AVENUE AN  MCGIRTS
 BC2458'BOULEVARDS, 62.5 FT EAST OF WOODEN POWER POLE NUMBER 2802 AT THE SOUTH
 BC2458'CORNER OF GRAND AVENUE AND BUENA VISTA AVENUE, 19.5 FT SOUTHWEST OF
 BC2458'THE NORTHBOUND  LANES OF GRAND AVENUE (STATE ROAD 211), 18.5 FT
 BC2458'NORTHEAST OF THE CENTERLINE OF THE  SOUTHBOUND LANES OF GRAND AVENUE
 BC2458'(STATE ROAD 211) AND 1.0 FT NORTHWEST OF A CARSONITE  WITNESS POST.
 BC2458' 
 BC2458'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 BC2458' 
 BC2458'NOTE ROD DEPTH OF MARK IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2454 ***********************************************************************
 BC2454  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2454  DESIGNATION -  872 0296 C TIDAL RESET
 BC2454  PID         -  BC2454
 BC2454  STATE/COUNTY-  FL/DUVAL
 BC2454  USGS QUAD   -  JACKSONVILLE (1994)
 BC2454
 BC2454                         *CURRENT SURVEY CONTROL
 BC2454  ___________________________________________________________________
 BC2454* NAD 83(1986)-  30 16 44.     (N)    081 42 14.     (W)     SCALED    
 BC2454* NAVD 88     -         2.018  (meters)       6.62   (feet)  ADJUSTED  
 BC2454  ___________________________________________________________________
 BC2454  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC2454  DYNAMIC HT  -           2.016 (meters)       6.61  (feet)  COMP
 BC2454  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BC2454
 BC2454  VERT ORDER  -  SECOND    CLASS I
 BC2454
 BC2454.The horizontal coordinates were scaled from a topographic map and have
 BC2454.an estimated accuracy of +/- 6 seconds.
 BC2454
 BC2454.The orthometric height was determined by differential leveling
 BC2454.and adjusted by the National Geodetic Survey in September 2006..
 BC2454.No vertical observational check was made to the station.
 BC2454
 BC2454.This Tidal Bench Mark is designated as VM 5171
 BC2454.by the Center for Operational Oceanographic Products and Services.
 BC2454
 BC2454.The geoid height was determined by GEOID03.
 BC2454
 BC2454.The dynamic height is computed by dividing the NAVD 88
 BC2454.geopotential number by the normal gravity value computed on the
 BC2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2454.degrees latitude (g = 980.6199 gals.).
 BC2454
 BC2454.The modeled gravity was interpolated from observed gravity values.
 BC2454
 BC2454;                    North         East    Units  Estimated Accuracy
 BC2454;SPC FL E     -   658,990.      132,280.      MT  (+/- 180 meters Scaled)
 BC2454
 BC2454                          SUPERSEDED SURVEY CONTROL
 BC2454
 BC2454  NAVD 88 (??/??/92)    2.043  (m)            6.70   (f) UNKNOWN     3 0
 BC2454  NGVD 29 (09/01/92)    2.349  (m)            7.71   (f) ADJUSTED    2 1
 BC2454
 BC2454.Superseded values are not recommended for survey control.
 BC2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2454.See file dsdata.txt to determine how the superseded data were derived.
 BC2454
 BC2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP323498(NAD 83)
 BC2454_MARKER: DJ = TIDAL STATION DISK
 BC2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2454_SP_SET: CONCRETE POST
 BC2454_STAMPING: 0296 C RESET 1978 RLB GWH
 BC2454_MARK LOGO: NOS   
 BC2454_PROJECTION: FLUSH
 BC2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2454+STABILITY: SURFACE MOTION
 BC2454
 BC2454  HISTORY     - Date     Condition        Report By
 BC2454  HISTORY     - 1978     MONUMENTED       NOS
 BC2454  HISTORY     - 1985     GOOD             FLDNR
 BC2454  HISTORY     - 20050109 MARK NOT FOUND   FLDEP
 BC2454
 BC2454                          STATION DESCRIPTION
 BC2454
 BC2454'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2454'IN JACKSONVILLE.
 BC2454'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2454'GO 1.05 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE)
 BC2454'TO THE MARK.  THE MARK BEARS 43 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BC2454'CORNER OF THE ORTEGA BRIDGE, 31.5 FEET SOUTHWEST OF THE CENTERLINE OF
 BC2454'GRAND AVENUE, AND 10.5 FEET NORTHEAST OF A CONCRETE SEAWALL.
 BC2454'THE MARK IS 1 FT BELOW ROAD.
 BC2454
 BC2454                          STATION RECOVERY (2005)
 BC2454
 BC2454'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC2454'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DI0180 ***********************************************************************
 DI0180  DESIGNATION -  872 0296 D TIDAL
 DI0180  PID         -  DI0180
 DI0180  STATE/COUNTY-  FL/DUVAL
 DI0180  USGS QUAD   -  JACKSONVILLE (1994)
 DI0180
 DI0180                         *CURRENT SURVEY CONTROL
 DI0180  ___________________________________________________________________
 DI0180* NAD 83(1986)-  30 16 47.     (N)    081 42 14.     (W)     SCALED    
 DI0180* NAVD 88     -         3.079  (meters)      10.10   (feet)  ADJUSTED  
 DI0180  ___________________________________________________________________
 DI0180  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DI0180  DYNAMIC HT  -           3.075 (meters)      10.09  (feet)  COMP
 DI0180  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 DI0180
 DI0180  VERT ORDER  -  SECOND    CLASS I
 DI0180
 DI0180.The horizontal coordinates were scaled from a topographic map and have
 DI0180.an estimated accuracy of +/- 6 seconds.
 DI0180
 DI0180.The orthometric height was determined by differential leveling
 DI0180.and adjusted by the National Geodetic Survey in September 2006..
 DI0180
 DI0180.The geoid height was determined by GEOID03.
 DI0180
 DI0180.The dynamic height is computed by dividing the NAVD 88
 DI0180.geopotential number by the normal gravity value computed on the
 DI0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0180.degrees latitude (g = 980.6199 gals.).
 DI0180
 DI0180.The modeled gravity was interpolated from observed gravity values.
 DI0180
 DI0180;                    North         East    Units  Estimated Accuracy
 DI0180;SPC FL E     -   659,080.      132,280.      MT  (+/- 180 meters Scaled)
 DI0180
 DI0180                          SUPERSEDED SURVEY CONTROL
 DI0180
 DI0180.No superseded survey control is available for this station.
 DI0180
 DI0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP323499(NAD 83)
 DI0180_MARKER: DD = SURVEY DISK
 DI0180_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI0180_SP_SET: SIDEWALK
 DI0180_STAMPING: 0296 D 2004
 DI0180_MARK LOGO: FLDEP 
 DI0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0180+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DI0180
 DI0180  HISTORY     - Date     Condition        Report By
 DI0180  HISTORY     - 20041020 MONUMENTED       FLDEP
 DI0180
 DI0180                          STATION DESCRIPTION
 DI0180
 DI0180'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0180'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 DI0180'EAST.
 DI0180' 
 DI0180'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 DI0180'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 DI0180'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 DI0180'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR 1.0  MI TO THE
 DI0180'MARK ON THE RIGHT, SET FLUSH IN A 4.0 FT WIDE CONCRETE SIDEWALK OVER
 DI0180'THE SOUTH  ABUTMENT OF THE GRAND AVENUE (STATE ROAD 211) BRIDGE OVER
 DI0180'THE ORTEGA RIVER.
 DI0180' 
 DI0180'LOCATED 220.0 FT NORTH-NORTHWEST OF BENCH MARK NO 2 1939, 31.0 FT
 DI0180'NORTHWEST OF THE  ASPHALT PAVEMENT, 22.3 FT SOUTH-SOUTHEAST OF AN
 DI0180'ALUMINUM LIGHT POLE, 17.6 FT  WEST-SOUTHWEST OF THE CENTERLINE OF
 DI0180'GRAND AVENUE (STATE ROAD 211) AND 10.3 FT NORTH OF  A 3.5 FT BY 4.0 FT
 DI0180'ORNAMENTAL COLUMN STAMPED 720005 AT THE SOUTH CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2456 ***********************************************************************
 BC2456  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2456  DESIGNATION -  872 0296 TIDAL 1
 BC2456  PID         -  BC2456
 BC2456  STATE/COUNTY-  FL/DUVAL
 BC2456  USGS QUAD   -  JACKSONVILLE (1994)
 BC2456
 BC2456                         *CURRENT SURVEY CONTROL
 BC2456  ___________________________________________________________________
 BC2456* NAD 83(1986)-  30 16 43.     (N)    081 42 12.     (W)     SCALED    
 BC2456* NAVD 88     -         1.918  (meters)       6.29   (feet)  ADJUSTED  
 BC2456  ___________________________________________________________________
 BC2456  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC2456  DYNAMIC HT  -           1.916 (meters)       6.29  (feet)  COMP
 BC2456  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BC2456
 BC2456  VERT ORDER  -  SECOND    CLASS I
 BC2456
 BC2456.The horizontal coordinates were scaled from a topographic map and have
 BC2456.an estimated accuracy of +/- 6 seconds.
 BC2456
 BC2456.The orthometric height was determined by differential leveling
 BC2456.and adjusted by the National Geodetic Survey in September 2006..
 BC2456.No vertical observational check was made to the station.
 BC2456
 BC2456.This Tidal Bench Mark is designated as VM 5167
 BC2456.by the Center for Operational Oceanographic Products and Services.
 BC2456
 BC2456.The geoid height was determined by GEOID03.
 BC2456
 BC2456.The dynamic height is computed by dividing the NAVD 88
 BC2456.geopotential number by the normal gravity value computed on the
 BC2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2456.degrees latitude (g = 980.6199 gals.).
 BC2456
 BC2456.The modeled gravity was interpolated from observed gravity values.
 BC2456
 BC2456;                    North         East    Units  Estimated Accuracy
 BC2456;SPC FL E     -   658,960.      132,330.      MT  (+/- 180 meters Scaled)
 BC2456
 BC2456                          SUPERSEDED SURVEY CONTROL
 BC2456
 BC2456  NAVD 88 (??/??/92)    1.940  (m)            6.36   (f) UNKNOWN     3 0
 BC2456  NGVD 29 (09/01/92)    2.246  (m)            7.37   (f) ADJUSTED    2 1
 BC2456
 BC2456.Superseded values are not recommended for survey control.
 BC2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2456.See file dsdata.txt to determine how the superseded data were derived.
 BC2456
 BC2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP323498(NAD 83)
 BC2456_MARKER: DB = BENCH MARK DISK
 BC2456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2456_SP_SET: RETAINING WALL
 BC2456_STAMPING: NO 1 1939
 BC2456_MARK LOGO: CGS   
 BC2456_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2456+STABILITY: SURFACE MOTION
 BC2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2456+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BC2456
 BC2456  HISTORY     - Date     Condition        Report By
 BC2456  HISTORY     - 1939     MONUMENTED       CGS
 BC2456  HISTORY     - 1985     GOOD             FLDNR
 BC2456  HISTORY     - 20050109 GOOD             FLDEP
 BC2456
 BC2456                          STATION DESCRIPTION
 BC2456
 BC2456'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2456'IN JACKSONVILLE.
 BC2456'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2456'GO 1.05 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE)
 BC2456'TO THE MARK.  THE MARK BEARS 365 FEET SOUTHEAST OF THE SOUTHEAST END
 BC2456'OF THE ORTEGA BRIDGE, 40.4 FEET SOUTHWEST OF THE CENTERLINE OF GRAND
 BC2456'AVENUE, AND IS SET IN THE TOP OF A ROUND-TOP CONCRETE SEAWALL.
 BC2456'THE MARK IS 1 FT BELOW ROAD.
 BC2456
 BC2456                          STATION RECOVERY (2005)
 BC2456
 BC2456'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC2456'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2456'EAST.
 BC2456' 
 BC2456'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2456'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2456'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2456'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR  1.05 MI TO
 BC2456'THE MARK ON THE RIGHT, SET FLUSH IN THE CENTER OF THE CONCRETE
 BC2456'RETAINING WALL  AT THE SOUTHWEST SIDE OF GRAND BOULEVARD (STATE ROAD
 BC2456'211).
 BC2456' 
 BC2456'LOCATED 371.5 FT SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER THE
 BC2456'ORTEGA RIVER,  166.5 FT SOUTHEAST OF BENCH MARK NO 2 1939, 40.4 FT
 BC2456'SOUTHWEST OF THE CENTERLINE OF THE  SOUTHBOUND LANE OF GRAND AVENUE
 BC2456'(STATE ROAD 211) AND 9.4 FT NORTHWEST OF THE  SOUTHEASTERN MOST
 BC2456'ORNAMENTAL CONCRETE PILLAR ON THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2455 ***********************************************************************
 BC2455  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2455  DESIGNATION -  872 0296 TIDAL 2
 BC2455  PID         -  BC2455
 BC2455  STATE/COUNTY-  FL/DUVAL
 BC2455  USGS QUAD   -  JACKSONVILLE (1994)
 BC2455
 BC2455                         *CURRENT SURVEY CONTROL
 BC2455  ___________________________________________________________________
 BC2455* NAD 83(1986)-  30 16 43.     (N)    081 42 12.     (W)     SCALED    
 BC2455* NAVD 88     -         1.882  (meters)       6.17   (feet)  ADJUSTED  
 BC2455  ___________________________________________________________________
 BC2455  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC2455  DYNAMIC HT  -           1.880 (meters)       6.17  (feet)  COMP
 BC2455  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BC2455
 BC2455  VERT ORDER  -  SECOND    CLASS I
 BC2455
 BC2455.The horizontal coordinates were scaled from a topographic map and have
 BC2455.an estimated accuracy of +/- 6 seconds.
 BC2455
 BC2455.The orthometric height was determined by differential leveling
 BC2455.and adjusted by the National Geodetic Survey in September 2006..
 BC2455.No vertical observational check was made to the station.
 BC2455
 BC2455.This Tidal Bench Mark is designated as VM 5168
 BC2455.by the Center for Operational Oceanographic Products and Services.
 BC2455
 BC2455.The geoid height was determined by GEOID03.
 BC2455
 BC2455.The dynamic height is computed by dividing the NAVD 88
 BC2455.geopotential number by the normal gravity value computed on the
 BC2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2455.degrees latitude (g = 980.6199 gals.).
 BC2455
 BC2455.The modeled gravity was interpolated from observed gravity values.
 BC2455
 BC2455;                    North         East    Units  Estimated Accuracy
 BC2455;SPC FL E     -   658,960.      132,330.      MT  (+/- 180 meters Scaled)
 BC2455
 BC2455                          SUPERSEDED SURVEY CONTROL
 BC2455
 BC2455  NAVD 88 (??/??/92)    1.907  (m)            6.26   (f) UNKNOWN     3 0
 BC2455  NGVD 29 (09/01/92)    2.213  (m)            7.26   (f) ADJUSTED    2 1
 BC2455
 BC2455.Superseded values are not recommended for survey control.
 BC2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2455.See file dsdata.txt to determine how the superseded data were derived.
 BC2455
 BC2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP323498(NAD 83)
 BC2455_MARKER: DB = BENCH MARK DISK
 BC2455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2455_SP_SET: RETAINING WALL
 BC2455_STAMPING: NO 2 1939
 BC2455_MARK LOGO: CGS   
 BC2455_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2455+STABILITY: SURFACE MOTION
 BC2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2455+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BC2455
 BC2455  HISTORY     - Date     Condition        Report By
 BC2455  HISTORY     - 1939     MONUMENTED       CGS
 BC2455  HISTORY     - 1985     GOOD             FLDNR
 BC2455  HISTORY     - 20050109 GOOD             FLDEP
 BC2455
 BC2455                          STATION DESCRIPTION
 BC2455
 BC2455'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2455'IN JACKSONVILLE.
 BC2455'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2455'GO 1.05 MILES EASTERLY ON SAN JUAN BULEVARD (BECOMES GRAND AVENUE) TO
 BC2455'THE MARK.  THE MARK BEARS 205 FEET SOUTHEAST OF THE SOUTHEAST END OF
 BC2455'THE ORTEGA BRIDGE, 40 FEET SOUTHWEST OF THE CENTERLINE OF GRAND
 BC2455'AVENUE, AND IS SET IN THE TOP OF A ROUND-TOP CONCRETE SEAWALL.
 BC2455'THE MARK IS 2 FT BELOW ROAD.
 BC2455
 BC2455                          STATION RECOVERY (2005)
 BC2455
 BC2455'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC2455'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2455'EAST.
 BC2455' 
 BC2455'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2455'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2455'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2455'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR  1.05 MI TO
 BC2455'THE MARK ON THE RIGHT, SET FLUSH IN THE CENTER OF THE CONCRETE
 BC2455'RETAINING WALL  AT THE SOUTHWEST SIDE OF GRAND BOULEVARD (STATE ROAD
 BC2455'211).
 BC2455' 
 BC2455'LOCATED 205.0 FT SOUTHEAST OF THE SOUTHEAST END OF THE ORTEGA RIVER
 BC2455'BRIDGE, 166.5 FT  NORTHWEST OF BENCH MARK NO 1 1939 AND 41.2 FT
 BC2455'SOUTHWEST OF THE CENTERLINE OF GRAND  AVENUE (STATE ROAD 211).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1528 ***********************************************************************
 BC1528  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1528  DESIGNATION -  872 0305 A TIDAL
 BC1528  PID         -  BC1528
 BC1528  STATE/COUNTY-  FL/DUVAL
 BC1528  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1528
 BC1528                         *CURRENT SURVEY CONTROL
 BC1528  ___________________________________________________________________
 BC1528* NAD 83(1986)-  30 15 13.     (N)    081 25 50.     (W)     SCALED    
 BC1528* NAVD 88     -         2.375  (meters)       7.79   (feet)  ADJUSTED  
 BC1528  ___________________________________________________________________
 BC1528  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC1528  DYNAMIC HT  -           2.372 (meters)       7.78  (feet)  COMP
 BC1528  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BC1528
 BC1528  VERT ORDER  -  SECOND    CLASS I
 BC1528
 BC1528.The horizontal coordinates were scaled from a topographic map and have
 BC1528.an estimated accuracy of +/- 6 seconds.
 BC1528
 BC1528.The orthometric height was determined by differential leveling
 BC1528.and adjusted by the National Geodetic Survey in June 1991..
 BC1528
 BC1528.This Tidal Bench Mark is designated as VM 5172
 BC1528.by the Center for Operational Oceanographic Products and Services.
 BC1528
 BC1528.The geoid height was determined by GEOID03.
 BC1528
 BC1528.The dynamic height is computed by dividing the NAVD 88
 BC1528.geopotential number by the normal gravity value computed on the
 BC1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1528.degrees latitude (g = 980.6199 gals.).
 BC1528
 BC1528.The modeled gravity was interpolated from observed gravity values.
 BC1528
 BC1528;                    North         East    Units  Estimated Accuracy
 BC1528;SPC FL E     -   656,060.      158,570.      MT  (+/- 180 meters Scaled)
 BC1528
 BC1528                          SUPERSEDED SURVEY CONTROL
 BC1528
 BC1528  NGVD 29 (09/01/92)    2.707  (m)            8.88   (f) ADJUSTED    2 1
 BC1528
 BC1528.Superseded values are not recommended for survey control.
 BC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1528.See file dsdata.txt to determine how the superseded data were derived.
 BC1528
 BC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP585469(NAD 83)
 BC1528_MARKER: DJ = TIDAL STATION DISK
 BC1528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1528_SP_SET: SEAWALL
 BC1528_STAMPING: 0305 A 1978
 BC1528_MARK LOGO: NOS   
 BC1528_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1528
 BC1528  HISTORY     - Date     Condition        Report By
 BC1528  HISTORY     - 1978     MONUMENTED       NOS
 BC1528  HISTORY     - 1978     GOOD             FLDNR
 BC1528  HISTORY     - 1978     GOOD             FLDNR
 BC1528  HISTORY     - 1987     GOOD             FLDNR
 BC1528
 BC1528                          STATION DESCRIPTION
 BC1528
 BC1528'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1528'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1528'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1528'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1528'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1528'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1528'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 710 FEET SOUTH ALONG
 BC1528'THE DIRT ROAD TO AN INTERSECTION WITH A DIRT DRIVE LEADING TO THE
 BC1528'ANTHONY HAMILTON RESIDENCE. PROCEED 1056 FEET EAST TO THE LOCATION OF
 BC1528'THE MARK. THE MARK BEARS 42 FEET WEST OF WOODEN DOCK, 72.6 FEET
 BC1528'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE SWIMMING POOL, 44 FEET
 BC1528'WEST OF THE WEST SHORELINE OF THE ATLANTIC INTERCOASTAL WATERWAY, 31
 BC1528'FEET SOUTH OF LARGE OAK TREE SOUTH OF SWIMMING POOL.
 BC1528
 BC1528                          STATION RECOVERY (1978)
 BC1528
 BC1528'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1528'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1528'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1528'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1528'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1528'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 710 FEET SOUTH ALONG
 BC1528'THE DIRT ROAD TO AN INTERSECTION WITH A DIRT DRIVE LEADING TO THE
 BC1528'ANTHONY HAMILTON RESIDENCE. PROCEED 1056 FEET EAST TO THE LOCATION OF
 BC1528'THE MARK. THE MARK BEARS 42 FEET WEST OF WOODEN DOCK, 72.6 FEET
 BC1528'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE SWIMMING POOL, 44 FEET
 BC1528'WEST OF THE WEST SHORELINE OF THE ATLANTIC INTERCOASTAL WATERWAY, 31
 BC1528'FEET SOUTH OF LARGE OAK TREE SOUTH OF SWIMMING POOL.
 BC1528
 BC1528                          STATION RECOVERY (1987)
 BC1528
 BC1528'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1528'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT OMIT ANTHONY
 BC1528'HAMILTON AND ADD 4933 DIXIE LANDING DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1529 ***********************************************************************
 BC1529  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1529  DESIGNATION -  872 0305 B TIDAL
 BC1529  PID         -  BC1529
 BC1529  STATE/COUNTY-  FL/DUVAL
 BC1529  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1529
 BC1529                         *CURRENT SURVEY CONTROL
 BC1529  ___________________________________________________________________
 BC1529* NAD 83(1986)-  30 15 10.     (N)    081 26 03.     (W)     SCALED    
 BC1529* NAVD 88     -         3.227  (meters)      10.59   (feet)  ADJUSTED  
 BC1529  ___________________________________________________________________
 BC1529  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BC1529  DYNAMIC HT  -           3.223 (meters)      10.57  (feet)  COMP
 BC1529  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 BC1529
 BC1529  VERT ORDER  -  SECOND    CLASS I
 BC1529
 BC1529.The horizontal coordinates were scaled from a topographic map and have
 BC1529.an estimated accuracy of +/- 6 seconds.
 BC1529
 BC1529.The orthometric height was determined by differential leveling
 BC1529.and adjusted by the National Geodetic Survey in June 1991..
 BC1529
 BC1529.This Tidal Bench Mark is designated as VM 5173
 BC1529.by the Center for Operational Oceanographic Products and Services.
 BC1529
 BC1529.The geoid height was determined by GEOID03.
 BC1529
 BC1529.The dynamic height is computed by dividing the NAVD 88
 BC1529.geopotential number by the normal gravity value computed on the
 BC1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1529.degrees latitude (g = 980.6199 gals.).
 BC1529
 BC1529.The modeled gravity was interpolated from observed gravity values.
 BC1529
 BC1529;                    North         East    Units  Estimated Accuracy
 BC1529;SPC FL E     -   655,970.      158,220.      MT  (+/- 180 meters Scaled)
 BC1529
 BC1529                          SUPERSEDED SURVEY CONTROL
 BC1529
 BC1529  NGVD 29 (09/01/92)    3.559  (m)           11.68   (f) ADJUSTED    2 1
 BC1529
 BC1529.Superseded values are not recommended for survey control.
 BC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1529.See file dsdata.txt to determine how the superseded data were derived.
 BC1529
 BC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582468(NAD 83)
 BC1529_MARKER: DJ = TIDAL STATION DISK
 BC1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1529_SP_SET: CONCRETE POST
 BC1529_STAMPING: 0305 B 1978
 BC1529_MARK LOGO: NOS   
 BC1529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1529+STABILITY: SURFACE MOTION
 BC1529
 BC1529  HISTORY     - Date     Condition        Report By
 BC1529  HISTORY     - 1978     MONUMENTED       NOS
 BC1529  HISTORY     - 1978     GOOD             FLDNR
 BC1529  HISTORY     - 1978     GOOD             FLDNR
 BC1529  HISTORY     - 1987     GOOD             FLDNR
 BC1529
 BC1529                          STATION DESCRIPTION
 BC1529
 BC1529'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1529'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1529'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1529'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1529'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1529'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1529'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 763 FEET SOUTH ALONG
 BC1529'THE DIRT ROAD TO THE LOCATION OF THE MARK. THE MARK BEARS 32 FEET EAST
 BC1529'OF THE CENTER LINE OF THE DIRT ROAD, 34.5 FEET SOUTH OF DIRT DRIVE
 BC1529'LEADING TO THE GAGE, 552 FEET SOUTH OF TIDAL MARK 0305 C 1978, 0.3
 BC1529'MILES WEST OF TIDAL MARK 0305 A 1978.
 BC1529
 BC1529                          STATION RECOVERY (1978)
 BC1529
 BC1529'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1529'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1529'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1529'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1529'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1529'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 763 FEET SOUTH ALONG
 BC1529'THE DIRT ROAD TO THE LOCATION OF THE MARK. THE MARK BEARS 32 FEET EAST
 BC1529'OF THE CENTER LINE OF THE DIRT ROAD, 34.5 FEET SOUTH OF DIRT DRIVE
 BC1529'LEADING TO THE GAGE, 552 FEET SOUTH OF TIDAL MARK 0305 C 1978, 0.3
 BC1529'MILES WEST OF TIDAL MARK 0305 A 1978.
 BC1529
 BC1529                          STATION RECOVERY (1987)
 BC1529
 BC1529'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1529'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1530 ***********************************************************************
 BC1530  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1530  DESIGNATION -  872 0305 C TIDAL
 BC1530  PID         -  BC1530
 BC1530  STATE/COUNTY-  FL/DUVAL
 BC1530  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1530
 BC1530                         *CURRENT SURVEY CONTROL
 BC1530  ___________________________________________________________________
 BC1530* NAD 83(1986)-  30 15 18.     (N)    081 26 04.     (W)     SCALED    
 BC1530* NAVD 88     -         3.181  (meters)      10.44   (feet)  ADJUSTED  
 BC1530  ___________________________________________________________________
 BC1530  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC1530  DYNAMIC HT  -           3.177 (meters)      10.42  (feet)  COMP
 BC1530  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BC1530
 BC1530  VERT ORDER  -  SECOND    CLASS I
 BC1530
 BC1530.The horizontal coordinates were scaled from a topographic map and have
 BC1530.an estimated accuracy of +/- 6 seconds.
 BC1530
 BC1530.The orthometric height was determined by differential leveling
 BC1530.and adjusted by the National Geodetic Survey in June 1991..
 BC1530
 BC1530.This Tidal Bench Mark is designated as VM 5174
 BC1530.by the Center for Operational Oceanographic Products and Services.
 BC1530
 BC1530.The geoid height was determined by GEOID03.
 BC1530
 BC1530.The dynamic height is computed by dividing the NAVD 88
 BC1530.geopotential number by the normal gravity value computed on the
 BC1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1530.degrees latitude (g = 980.6199 gals.).
 BC1530
 BC1530.The modeled gravity was interpolated from observed gravity values.
 BC1530
 BC1530;                    North         East    Units  Estimated Accuracy
 BC1530;SPC FL E     -   656,210.      158,190.      MT  (+/- 180 meters Scaled)
 BC1530
 BC1530                          SUPERSEDED SURVEY CONTROL
 BC1530
 BC1530  NGVD 29 (09/01/92)    3.513  (m)           11.53   (f) ADJUSTED    2 1
 BC1530
 BC1530.Superseded values are not recommended for survey control.
 BC1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1530.See file dsdata.txt to determine how the superseded data were derived.
 BC1530
 BC1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582471(NAD 83)
 BC1530_MARKER: DJ = TIDAL STATION DISK
 BC1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1530_SP_SET: CONCRETE POST
 BC1530_STAMPING: 0305 C 1978
 BC1530_MARK LOGO: NOS   
 BC1530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1530+STABILITY: SURFACE MOTION
 BC1530
 BC1530  HISTORY     - Date     Condition        Report By
 BC1530  HISTORY     - 1978     MONUMENTED       NOS
 BC1530  HISTORY     - 1978     GOOD             FLDNR
 BC1530  HISTORY     - 1978     GOOD             FLDNR
 BC1530  HISTORY     - 1987     GOOD             FLDNR
 BC1530
 BC1530                          STATION DESCRIPTION
 BC1530
 BC1530'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1530'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1530'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1530'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1530'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1530'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1530'DIRT ROAD TO AN INTERSECTION WITH A DIRT ROAD LEADING SOUTHERLY.
 BC1530'PROCEED 0.4 MILES SOUTHERLY ALONG THE DIRT ROAD TO THE LOCATION OF THE
 BC1530'MARK. THE MARK BEARS 25 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD,
 BC1530'55.2 FEET NORTHWEST OF TIDAL MARK 0305 B 1978, 0.2 MILES SOUTHEAST OF
 BC1530'TIDAL MARK 0305 D 1978.
 BC1530
 BC1530                          STATION RECOVERY (1978)
 BC1530
 BC1530'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1530'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1530'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1530'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1530'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1530'DIRT ROAD TO AN INTERSECTION WITH A DIRT ROAD LEADING SOUTHERLY.
 BC1530'PROCEED 0.4 MILES SOUTHERLY ALONG THE DIRT ROAD TO THE LOCATION OF THE
 BC1530'MARK. THE MARK BEARS 25 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD,
 BC1530'55.2 FEET NORTHWEST OF TIDAL MARK 0305 B 1978, 0.2 MILES SOUTHEAST OF
 BC1530'TIDAL MARK 0305 D 1978.
 BC1530
 BC1530                          STATION RECOVERY (1987)
 BC1530
 BC1530'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1530'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE 55.2 FEET
 BC1530'TO 552 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1531 ***********************************************************************
 BC1531  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1531  DESIGNATION -  872 0305 D TIDAL
 BC1531  PID         -  BC1531
 BC1531  STATE/COUNTY-  FL/DUVAL
 BC1531  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1531
 BC1531                         *CURRENT SURVEY CONTROL
 BC1531  ___________________________________________________________________
 BC1531* NAD 83(1986)-  30 15 20.     (N)    081 26 14.     (W)     SCALED    
 BC1531* NAVD 88     -         3.725  (meters)      12.22   (feet)  ADJUSTED  
 BC1531  ___________________________________________________________________
 BC1531  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BC1531  DYNAMIC HT  -           3.720 (meters)      12.20  (feet)  COMP
 BC1531  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BC1531
 BC1531  VERT ORDER  -  SECOND    CLASS I
 BC1531
 BC1531.The horizontal coordinates were scaled from a topographic map and have
 BC1531.an estimated accuracy of +/- 6 seconds.
 BC1531
 BC1531.The orthometric height was determined by differential leveling
 BC1531.and adjusted by the National Geodetic Survey in June 1991..
 BC1531
 BC1531.This Tidal Bench Mark is designated as VM 5175
 BC1531.by the Center for Operational Oceanographic Products and Services.
 BC1531
 BC1531.The geoid height was determined by GEOID03.
 BC1531
 BC1531.The dynamic height is computed by dividing the NAVD 88
 BC1531.geopotential number by the normal gravity value computed on the
 BC1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1531.degrees latitude (g = 980.6199 gals.).
 BC1531
 BC1531.The modeled gravity was interpolated from observed gravity values.
 BC1531
 BC1531;                    North         East    Units  Estimated Accuracy
 BC1531;SPC FL E     -   656,280.      157,930.      MT  (+/- 180 meters Scaled)
 BC1531
 BC1531                          SUPERSEDED SURVEY CONTROL
 BC1531
 BC1531  NGVD 29 (09/01/92)    4.057  (m)           13.31   (f) ADJUSTED    2 1
 BC1531
 BC1531.Superseded values are not recommended for survey control.
 BC1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1531.See file dsdata.txt to determine how the superseded data were derived.
 BC1531
 BC1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP579471(NAD 83)
 BC1531_MARKER: DJ = TIDAL STATION DISK
 BC1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1531_SP_SET: CONCRETE POST
 BC1531_STAMPING: 0305 D 1978
 BC1531_MARK LOGO: NOS   
 BC1531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1531+STABILITY: SURFACE MOTION
 BC1531
 BC1531  HISTORY     - Date     Condition        Report By
 BC1531  HISTORY     - 1978     MONUMENTED       NOS
 BC1531  HISTORY     - 1978     GOOD             FLDNR
 BC1531  HISTORY     - 1987     GOOD             FLDNR
 BC1531
 BC1531                          STATION DESCRIPTION
 BC1531
 BC1531'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1531'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1531'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1531'2.75 MILES WEST ALONGUS HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1531'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO THE LOCATION OF
 BC1531'THE MARK. THE MARK BEARS 60 FEET SOUTHWEST OF THE INTERSECTION OF SAN
 BC1531'PABLO ROAD AND A DIRT ROAD LEADING EASTERLY, 57 FEET WEST OF THE
 BC1531'CENTER LINE OF SAN PABLO ROAD, 2.4 FEET EAST OF FENCE LINE, 0.2 MILES
 BC1531'SOUTH OF TIDAL MARK 0305 E 1978.
 BC1531
 BC1531                          STATION RECOVERY (1987)
 BC1531
 BC1531'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1531'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1526 ***********************************************************************
 BC1526  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1526  DESIGNATION -  872 0305 E TIDAL
 BC1526  PID         -  BC1526
 BC1526  STATE/COUNTY-  FL/DUVAL
 BC1526  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC1526
 BC1526                         *CURRENT SURVEY CONTROL
 BC1526  ___________________________________________________________________
 BC1526* NAD 83(1986)-  30 15 31.     (N)    081 26 12.     (W)     SCALED    
 BC1526* NAVD 88     -         3.882  (meters)      12.74   (feet)  ADJUSTED  
 BC1526  ___________________________________________________________________
 BC1526  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC1526  DYNAMIC HT  -           3.877 (meters)      12.72  (feet)  COMP
 BC1526  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BC1526
 BC1526  VERT ORDER  -  SECOND    CLASS I
 BC1526
 BC1526.The horizontal coordinates were scaled from a topographic map and have
 BC1526.an estimated accuracy of +/- 6 seconds.
 BC1526
 BC1526.The orthometric height was determined by differential leveling
 BC1526.and adjusted by the National Geodetic Survey in June 1991..
 BC1526
 BC1526.This Tidal Bench Mark is designated as VM 5176
 BC1526.by the Center for Operational Oceanographic Products and Services.
 BC1526
 BC1526.The geoid height was determined by GEOID03.
 BC1526
 BC1526.The dynamic height is computed by dividing the NAVD 88
 BC1526.geopotential number by the normal gravity value computed on the
 BC1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1526.degrees latitude (g = 980.6199 gals.).
 BC1526
 BC1526.The modeled gravity was interpolated from observed gravity values.
 BC1526
 BC1526;                    North         East    Units  Estimated Accuracy
 BC1526;SPC FL E     -   656,620.      157,980.      MT  (+/- 180 meters Scaled)
 BC1526
 BC1526                          SUPERSEDED SURVEY CONTROL
 BC1526
 BC1526  NGVD 29 (09/01/92)    4.215  (m)           13.83   (f) ADJUSTED    2 1
 BC1526
 BC1526.Superseded values are not recommended for survey control.
 BC1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1526.See file dsdata.txt to determine how the superseded data were derived.
 BC1526
 BC1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP579475(NAD 83)
 BC1526_MARKER: DJ = TIDAL STATION DISK
 BC1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1526_SP_SET: CONCRETE POST
 BC1526_STAMPING: 0305 E 1978
 BC1526_MARK LOGO: NOS   
 BC1526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1526+STABILITY: SURFACE MOTION
 BC1526
 BC1526  HISTORY     - Date     Condition        Report By
 BC1526  HISTORY     - 1978     MONUMENTED       NOS
 BC1526  HISTORY     - 1978     GOOD             FLDNR
 BC1526  HISTORY     - 1978     GOOD             FLDNR
 BC1526  HISTORY     - 1987     GOOD             FLDNR
 BC1526
 BC1526                          STATION DESCRIPTION
 BC1526
 BC1526'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1526'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1526'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1526'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1526'ROAD. PROCEED 2.1 MILES SOUTH ALONG SAN PABLO ROAD TO THE LOCATION OF
 BC1526'THE MARK. THE MARK BEARS 55 FEET EAST OF THE CENTER LINE OF SAN PABLO
 BC1526'ROAD, 17.6 FEET WEST OF A CONCRETE POWER POLE, 0.2 MILES SOUTH OF
 BC1526'BENCH MARK STAMPED DUV 3 1978 CLB, 0.2 MILES NORTH OF TIDAL MARK
 BC1526'STAMPED 0305 D 1978.
 BC1526
 BC1526                          STATION RECOVERY (1978)
 BC1526
 BC1526'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1526'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1526'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1526'ROAD. PROCEED 2.1 MILES SOUTH ALONG SAN PABLO ROAD TO THE LOCATION OF
 BC1526'THE MARK. THE MARK BEARS 55 FEET EAST OF THE CENTER LINE OF SAN PABLO
 BC1526'ROAD, 17.6 FEET WEST OF A CONCRETE POWER POLE, 0.2 MILES SOUTH OF
 BC1526'BENCH MARK STAMPED DUV 3 1978 CLB, 0.2 MILES NORTH OF TIDAL MARK
 BC1526'STAMPED 0305 D 1978.
 BC1526
 BC1526                          STATION RECOVERY (1987)
 BC1526
 BC1526'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1526'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9193 ***********************************************************************
 DH9193  DESIGNATION -  872 0333 TIDAL 1
 DH9193  PID         -  DH9193
 DH9193  STATE/COUNTY-  FL/DUVAL
 DH9193  USGS QUAD   -  ORANGE PARK (1993)
 DH9193
 DH9193                         *CURRENT SURVEY CONTROL
 DH9193  ___________________________________________________________________
 DH9193* NAD 83(1986)-  30 13 40.     (N)    081 39 52.     (W)     SCALED    
 DH9193* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 DH9193  ___________________________________________________________________
 DH9193  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DH9193  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 DH9193  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 DH9193
 DH9193  VERT ORDER  -  SECOND    CLASS I
 DH9193
 DH9193.The horizontal coordinates were scaled from a topographic map and have
 DH9193.an estimated accuracy of +/- 6 seconds.
 DH9193
 DH9193.The orthometric height was determined by differential leveling
 DH9193.and adjusted by the National Geodetic Survey in June 2006..
 DH9193.No vertical observational check was made to the station.
 DH9193
 DH9193.The geoid height was determined by GEOID03.
 DH9193
 DH9193.The dynamic height is computed by dividing the NAVD 88
 DH9193.geopotential number by the normal gravity value computed on the
 DH9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9193.degrees latitude (g = 980.6199 gals.).
 DH9193
 DH9193.The modeled gravity was interpolated from observed gravity values.
 DH9193
 DH9193;                    North         East    Units  Estimated Accuracy
 DH9193;SPC FL E     -   653,300.      136,040.      MT  (+/- 180 meters Scaled)
 DH9193
 DH9193                          SUPERSEDED SURVEY CONTROL
 DH9193
 DH9193.No superseded survey control is available for this station.
 DH9193
 DH9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP360442(NAD 83)
 DH9193_MARKER: DB = BENCH MARK DISK
 DH9193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH9193_SP_SET: BULKHEAD
 DH9193_STAMPING: NO-1 1958
 DH9193_MARK LOGO: CGS   
 DH9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9193+STABILITY: SURFACE MOTION
 DH9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9193+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 DH9193
 DH9193  HISTORY     - Date     Condition        Report By
 DH9193  HISTORY     - 1958     MONUMENTED       CGS
 DH9193  HISTORY     - 20050203 GOOD             FLDEP
 DH9193
 DH9193                          STATION DESCRIPTION
 DH9193
 DH9193'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BSS)
 DH9193'THE MARK IS ABOUT 15.5 MI SOUTHEAST OF JACKSONVILLE, 3.5 MI
 DH9193'NORTH-NORTHEAST OF ORANGE  PARK, AT THE JACKSONVILLE NAVAL AIR
 DH9193'STATION, IN SECTION 23, TOWNSHIP 3 SOUTH, RANGE 26  EAST.
 DH9193' 
 DH9193'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND
 DH9193'U.S. HIGHWAY 17  (PARK AVENUE-SOUTHBOUND, ROOSEVELT
 DH9193'BOULEVARD-NORTHBOUND) IN ORANGE PARK, GO NORTH  ON U.S. HIGHWAY 17 FOR
 DH9193'2.4 MI TO THE YORKTOWN GATE ENTRANCE TO THE JACKSONVILLE NAVAL  AIR
 DH9193'STATION ON THE RIGHT, TURN RIGHT ON YORKTOWN AVENUE PASSING THROUGH
 DH9193'THE  ENTRANCE GATE AND GO EAST FOR 1.35 MI TO THE JUNCTION OF AJAX
 DH9193'STREET, TURN LEFT ON AJAX  STREET AND GO NORTH FOR 0.15 MI TO A RIGHT
 DH9193'TURN ELBOW BEND INTO ALBEMARLE AVENUE, GO  EAST ON ALBEMARLE AVENUE
 DH9193'FOR 0.8 MI TO ITS END AT PIER NO. 139 ON THE ST JOHNS RIVER AND  THE
 DH9193'MARK ON THE SOUTH BULKHEAD OF THE PIER.
 DH9193' 
 DH9193'LOCATED 145.9 FT EAST OF THE WEST END OF THE PIER, 1.0 FT EAST OF THE
 DH9193'FOURTH IRON MOORING  POINT FROM THE WEST END OF THE PIER AND 0.8 FT
 DH9193'NORTH OF THE SOUTH EDGE OF THE BULKHEAD.
 DH9193' 
 DH9193'NOTE ADVANCE PERMISSION IS REQUIRED FOR CIVILIAN ACCESS TO THE
 DH9193'JACKSONVILLE NAVAL AIR  STATION.  CONTACT THE BASE FACILITIES
 DH9193'DEPARTMENT AT 904-542-5427 FOR AUTHORIZATION.
 DH9193' 
 DH9193'NOTE THE MARK IS IN A RESTRICTED AREA REQUIRING AN ESCORT TO ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1548 ***********************************************************************
 BC1548  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1548  DESIGNATION -  872 0333 TIDAL 2
 BC1548  PID         -  BC1548
 BC1548  STATE/COUNTY-  FL/DUVAL
 BC1548  USGS QUAD   -  ORANGE PARK (1993)
 BC1548
 BC1548                         *CURRENT SURVEY CONTROL
 BC1548  ___________________________________________________________________
 BC1548* NAD 83(1986)-  30 13 44.     (N)    081 39 58.     (W)     SCALED    
 BC1548* NAVD 88     -         2.604  (meters)       8.54   (feet)  ADJUSTED  
 BC1548  ___________________________________________________________________
 BC1548  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC1548  DYNAMIC HT  -           2.601 (meters)       8.53  (feet)  COMP
 BC1548  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 BC1548
 BC1548  VERT ORDER  -  SECOND    CLASS I
 BC1548
 BC1548.The horizontal coordinates were scaled from a topographic map and have
 BC1548.an estimated accuracy of +/- 6 seconds.
 BC1548
 BC1548.The orthometric height was determined by differential leveling
 BC1548.and adjusted by the National Geodetic Survey in June 1991..
 BC1548
 BC1548.This Tidal Bench Mark is designated as VM 10714
 BC1548.by the Center for Operational Oceanographic Products and Services.
 BC1548
 BC1548.The geoid height was determined by GEOID03.
 BC1548
 BC1548.The dynamic height is computed by dividing the NAVD 88
 BC1548.geopotential number by the normal gravity value computed on the
 BC1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1548.degrees latitude (g = 980.6199 gals.).
 BC1548
 BC1548.The modeled gravity was interpolated from observed gravity values.
 BC1548
 BC1548;                    North         East    Units  Estimated Accuracy
 BC1548;SPC FL E     -   653,430.      135,880.      MT  (+/- 180 meters Scaled)
 BC1548
 BC1548                          SUPERSEDED SURVEY CONTROL
 BC1548
 BC1548  NGVD 29 (09/01/92)    2.929  (m)            9.61   (f) ADJUSTED    2 1
 BC1548
 BC1548.Superseded values are not recommended for survey control.
 BC1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1548.See file dsdata.txt to determine how the superseded data were derived.
 BC1548
 BC1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359443(NAD 83)
 BC1548_MARKER: DJ = TIDAL STATION DISK
 BC1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1548_SP_SET: CONCRETE SIDEWALK
 BC1548_STAMPING: 2 1958
 BC1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1548
 BC1548  HISTORY     - Date     Condition        Report By
 BC1548  HISTORY     - 1958     MONUMENTED       CGS
 BC1548  HISTORY     - 1977     GOOD             FLDNR
 BC1548  HISTORY     - 20030415 MARK NOT FOUND   FLDEP
 BC1548  HISTORY     - 20050203 MARK NOT FOUND   FLDEP
 BC1548
 BC1548                          STATION DESCRIPTION
 BC1548
 BC1548'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1548'JACKSONVILLE.
 BC1548'FROM THE INTERSECTION OF US 17 AND YORKTOWN AVENUE, PROCEED EAST ALONG
 BC1548'YORKTOWN AVENUE ABOUT 1.35 MILES TO THE INTERSECTION WITH HOYT STREET,
 BC1548'THENCE NORTH ALONG HOYT STREET ABOUT 0.15 MILES TO RIGHT TURN ELBOW
 BC1548'BEND INTO ALBERMARLE AVENUE, THENCE EAST ALONG ALBERMARLE AVENUE
 BC1548'ABOUT 0.7 MILES TO BUILDING 121, WHICH IS A BOAT HOUSE AT THE WEST END
 BC1548'OF PIER 139, THENCE NORTH ABOUT 0.1 MILES TO BUILDING 151 D. MARK
 BC1548'BEARS 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 151 D,
 BC1548'ABOUT 400 FEET WEST OF BREAKWATER, ABOUT 400 FEET NORTH OF BUILDING
 BC1548'121.
 BC1548
 BC1548                          STATION RECOVERY (2003)
 BC1548
 BC1548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1548'SEARCHED FOR AND NOT RECOVERED.
 BC1548
 BC1548                          STATION RECOVERY (2005)
 BC1548
 BC1548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC1548'THE MARK WAS SEARCHED FOR AND NOT FOUND.   STRUCTURES AT THIS LOCATION
 BC1548'HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1547 ***********************************************************************
 BC1547  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1547  DESIGNATION -  872 0333 TIDAL 3
 BC1547  PID         -  BC1547
 BC1547  STATE/COUNTY-  FL/DUVAL
 BC1547  USGS QUAD   -  ORANGE PARK (1993)
 BC1547
 BC1547                         *CURRENT SURVEY CONTROL
 BC1547  ___________________________________________________________________
 BC1547* NAD 83(1986)-  30 13 36.     (N)    081 39 59.     (W)     SCALED    
 BC1547* NAVD 88     -         1.278  (meters)       4.19   (feet)  ADJUSTED  
 BC1547  ___________________________________________________________________
 BC1547  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BC1547  DYNAMIC HT  -           1.277 (meters)       4.19  (feet)  COMP
 BC1547  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 BC1547
 BC1547  VERT ORDER  -  SECOND    CLASS I
 BC1547
 BC1547.The horizontal coordinates were scaled from a topographic map and have
 BC1547.an estimated accuracy of +/- 6 seconds.
 BC1547
 BC1547.The orthometric height was determined by differential leveling
 BC1547.and adjusted by the National Geodetic Survey in June 1991..
 BC1547
 BC1547.This Tidal Bench Mark is designated as VM 10715
 BC1547.by the Center for Operational Oceanographic Products and Services.
 BC1547
 BC1547.The geoid height was determined by GEOID03.
 BC1547
 BC1547.The dynamic height is computed by dividing the NAVD 88
 BC1547.geopotential number by the normal gravity value computed on the
 BC1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1547.degrees latitude (g = 980.6199 gals.).
 BC1547
 BC1547.The modeled gravity was interpolated from observed gravity values.
 BC1547
 BC1547;                    North         East    Units  Estimated Accuracy
 BC1547;SPC FL E     -   653,180.      135,850.      MT  (+/- 180 meters Scaled)
 BC1547
 BC1547                          SUPERSEDED SURVEY CONTROL
 BC1547
 BC1547  NGVD 29 (09/01/92)    1.603  (m)            5.26   (f) ADJUSTED    2 1
 BC1547
 BC1547.Superseded values are not recommended for survey control.
 BC1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1547.See file dsdata.txt to determine how the superseded data were derived.
 BC1547
 BC1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP358440(NAD 83)
 BC1547_MARKER: DJ = TIDAL STATION DISK
 BC1547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1547_SP_SET: CONCRETE BREAKWATER
 BC1547_STAMPING: NO-3 1958
 BC1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1547
 BC1547  HISTORY     - Date     Condition        Report By
 BC1547  HISTORY     - 1958     MONUMENTED       CGS
 BC1547  HISTORY     - 1977     GOOD             FLDNR
 BC1547  HISTORY     - 20030415 MARK NOT FOUND   FLDEP
 BC1547  HISTORY     - 20050203 MARK NOT FOUND   FLDEP
 BC1547
 BC1547                          STATION DESCRIPTION
 BC1547
 BC1547'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1547'JACKSONVILLE.
 BC1547'FROM THE INTERSECTION OF US 17 AND YORKTOWN AVENUE, PROCEED EAST ALONG
 BC1547'YORKTOWN AVENUE ABOUT 1.35 MILES TO THE INTERSECTION WITH HOYT STREET,
 BC1547'THENCE NORTH ALONG HOYT STREET ABOUT 0.15 MILES TO A RIGHT TURN ELBOW
 BC1547'BEND INTO ALBERMARLE AVENUE, THENCE EAST ALONG ALBERMARLE AVENUE ABOUT
 BC1547'0.7 MILES TO BUILDING 121, WHICH IS A BOAT HOUSE AT THE WEST END OF
 BC1547'PIER 139. THE MARK BEARS 135 FEET SOUTH OF THE SOUTH END OF BUILDING
 BC1547'121, 0.5 FEET WEST OF EAST EDGE OF THE BREAKWATER, MARK IS SET FLUSH
 BC1547'IN THE TOP OF THE BREAKWATER.
 BC1547
 BC1547                          STATION RECOVERY (2003)
 BC1547
 BC1547'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1547'SEARCHED FOR AND NOT RECOVERED.
 BC1547
 BC1547                          STATION RECOVERY (2005)
 BC1547
 BC1547'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC1547'THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE SEAWALL IN WHICH THE
 BC1547'MARK WAS SET HAS  BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1427 ***********************************************************************
 BC1427  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1427  DESIGNATION -  872 0374 A TIDAL
 BC1427  PID         -  BC1427
 BC1427  STATE/COUNTY-  FL/CLAY
 BC1427  USGS QUAD   -  ORANGE PARK (1993)
 BC1427
 BC1427                         *CURRENT SURVEY CONTROL
 BC1427  ___________________________________________________________________
 BC1427* NAD 83(1986)-  30 10 12.     (N)    081 41 44.     (W)     SCALED    
 BC1427* NAVD 88     -         3.666  (meters)      12.03   (feet)  ADJUSTED  
 BC1427  ___________________________________________________________________
 BC1427  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BC1427  DYNAMIC HT  -           3.662 (meters)      12.01  (feet)  COMP
 BC1427  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BC1427
 BC1427  VERT ORDER  -  FIRST     CLASS II
 BC1427
 BC1427.The horizontal coordinates were scaled from a topographic map and have
 BC1427.an estimated accuracy of +/- 6 seconds.
 BC1427
 BC1427.The orthometric height was determined by differential leveling
 BC1427.and adjusted by the National Geodetic Survey in June 1991..
 BC1427
 BC1427.This Tidal Bench Mark is designated as VM 5177
 BC1427.by the Center for Operational Oceanographic Products and Services.
 BC1427
 BC1427.The geoid height was determined by GEOID03.
 BC1427
 BC1427.The dynamic height is computed by dividing the NAVD 88
 BC1427.geopotential number by the normal gravity value computed on the
 BC1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1427.degrees latitude (g = 980.6199 gals.).
 BC1427
 BC1427.The modeled gravity was interpolated from observed gravity values.
 BC1427
 BC1427;                    North         East    Units  Estimated Accuracy
 BC1427;SPC FL E     -   646,920.      133,010.      MT  (+/- 180 meters Scaled)
 BC1427
 BC1427                          SUPERSEDED SURVEY CONTROL
 BC1427
 BC1427  NGVD 29 (09/01/92)    3.991  (m)           13.09   (f) ADJUSTED    1 2
 BC1427
 BC1427.Superseded values are not recommended for survey control.
 BC1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1427.See file dsdata.txt to determine how the superseded data were derived.
 BC1427
 BC1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP330378(NAD 83)
 BC1427_MARKER: DJ = TIDAL STATION DISK
 BC1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1427_SP_SET: CISTERN COVER
 BC1427_STAMPING: 0374 A 1978
 BC1427_MARK LOGO: NOS   
 BC1427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1427+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1427
 BC1427  HISTORY     - Date     Condition        Report By
 BC1427  HISTORY     - 1978     MONUMENTED       NOS
 BC1427  HISTORY     - 1977     GOOD             FLDNR
 BC1427  HISTORY     - 1987     GOOD             FLDNR
 BC1427  HISTORY     - 19931013 GOOD             NGS
 BC1427
 BC1427                          STATION DESCRIPTION
 BC1427
 BC1427'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1427'ORANGE PARK.
 BC1427'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1427'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1427'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1427'BOULEVARD 0.15 MILES TO THE MARK ON THE RIGHT. MARK BEARS 52.9
 BC1427'FEET NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING EAST TO A FISHING
 BC1427'PIER, 23.5 FEET NORTHEAST OF A 3 FEET LIVE OAK TREE, 37.8 FEET
 BC1427'EAST OF THE CENTER LINE OF A PAVED DRIVE THAT IS PARALLEL TO THE
 BC1427'SAINT JOHN RIVER.
 BC1427
 BC1427                          STATION RECOVERY (1987)
 BC1427
 BC1427'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1427'RECOVERED AS DESCRIBED.  THE MARK IS 3.0 FT ABOVE THE GROUND.
 BC1427
 BC1427                          STATION RECOVERY (1993)
 BC1427
 BC1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1427'THE MARK IS IN ORANGE PARK IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 BC1427'EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1427'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1427'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1427'TURN LEFT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO EAST FOR 0.3 MI
 BC1427'(0.5 KM) TO A SHARP LEFT TURN (RIVER BOULEVARD), TURN LEFT ON RIVER
 BC1427'BOULEVARD AND GO NORTH FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT
 BC1427'SET IN THE TOP OF A 9.5 FT (2.9 M) DIAMETER GREEN CISTERN COVER 1.0 FT
 BC1427'(0.3 M) BELOW THE LEVEL OF RIVER BOULEVARD, 52.7 FT (16.1 M) NORTH OF
 BC1427'THE NORTH EDGE OF A SIDEWALK FOR A FISHING PIER, 38.0 FT (11.6 M) EAST
 BC1427'OF THE APPROXIMATE CENTERLINE OF RIVER BOULEVARD, AND 23.2 FT (7.1 M)
 BC1427'NORTHEAST OF A 3.0 FT (0.9 M) LIVE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1426 ***********************************************************************
 BC1426  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1426  DESIGNATION -  872 0374 B TIDAL
 BC1426  PID         -  BC1426
 BC1426  STATE/COUNTY-  FL/CLAY
 BC1426  USGS QUAD   -  ORANGE PARK (1993)
 BC1426
 BC1426                         *CURRENT SURVEY CONTROL
 BC1426  ___________________________________________________________________
 BC1426* NAD 83(1986)-  30 10 29.     (N)    081 41 49.     (W)     SCALED    
 BC1426* NAVD 88     -         2.344  (meters)       7.69   (feet)  ADJUSTED  
 BC1426  ___________________________________________________________________
 BC1426  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BC1426  DYNAMIC HT  -           2.341 (meters)       7.68  (feet)  COMP
 BC1426  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 BC1426
 BC1426  VERT ORDER  -  FIRST     CLASS II
 BC1426
 BC1426.The horizontal coordinates were scaled from a topographic map and have
 BC1426.an estimated accuracy of +/- 6 seconds.
 BC1426
 BC1426.The orthometric height was determined by differential leveling
 BC1426.and adjusted by the National Geodetic Survey in March 1997..
 BC1426.WARNING-Repeat measurements at this control monument indicate possible
 BC1426.vertical movement.
 BC1426
 BC1426.This Tidal Bench Mark is designated as VM 5178
 BC1426.by the Center for Operational Oceanographic Products and Services.
 BC1426
 BC1426.The geoid height was determined by GEOID03.
 BC1426
 BC1426.The dynamic height is computed by dividing the NAVD 88
 BC1426.geopotential number by the normal gravity value computed on the
 BC1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1426.degrees latitude (g = 980.6199 gals.).
 BC1426
 BC1426.The modeled gravity was interpolated from observed gravity values.
 BC1426
 BC1426;                    North         East    Units  Estimated Accuracy
 BC1426;SPC FL E     -   647,440.      132,880.      MT  (+/- 180 meters Scaled)
 BC1426
 BC1426                          SUPERSEDED SURVEY CONTROL
 BC1426
 BC1426  NAVD 88 (06/15/91)    2.354  (m)            7.72   (f) UNKNOWN     1 2
 BC1426  NGVD 29 (09/01/92)    2.679  (m)            8.79   (f) ADJUSTED    1 2
 BC1426
 BC1426.Superseded values are not recommended for survey control.
 BC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1426.See file dsdata.txt to determine how the superseded data were derived.
 BC1426
 BC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328383(NAD 83)
 BC1426_MARKER: DJ = TIDAL STATION DISK
 BC1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1426_SP_SET: CONCRETE POST
 BC1426_STAMPING: 0374 B 1978
 BC1426_MARK LOGO: NOS   
 BC1426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1426+STABILITY: SURFACE MOTION
 BC1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1426+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1426
 BC1426  HISTORY     - Date     Condition        Report By
 BC1426  HISTORY     - 1978     MONUMENTED       NOS
 BC1426  HISTORY     - 1978     GOOD             FLDNR
 BC1426  HISTORY     - 1987     GOOD             FLDNR
 BC1426  HISTORY     - 19931013 GOOD             NGS
 BC1426
 BC1426                          STATION DESCRIPTION
 BC1426
 BC1426'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1426'ORANGE PARK.
 BC1426'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1426'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1426'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1426'BOULEVARD 0.50 MILES TO STILES AVENUE AND THE MARK ON THE RIGHT.
 BC1426'MARK BEARS 16.1 FEET EAST OF THE CENTER LINE OF RIVER BOULEVARD, 90.5
 BC1426'FEET NORTH-NORTHEAST OF THE CENTER LINE OF RIVER BOULEVARD AND STILES
 BC1426'AVENUE INTERSECTION, 17 FEET WEST OF THE TOP OF THE WEST BANK OF
 BC1426'SAINT JOHNS RIVER, 2.8 FEET EAST OF A BRACE POLE FOR A UTILITY LINE.
 BC1426
 BC1426                          STATION RECOVERY (1987)
 BC1426
 BC1426'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1426'RECOVERED AS DESCRIBED.
 BC1426
 BC1426                          STATION RECOVERY (1993)
 BC1426
 BC1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1426'THE MARK IS IN ORANGE PARK IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 BC1426'EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1426'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1426'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1426'TURN LEFT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO EAST FOR 0.3 MI
 BC1426'(0.5 KM) TO A SHARP LEFT TURN (RIVER BOULEVARD), TURN LEFT ON RIVER
 BC1426'BOULEVARD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STILES
 BC1426'AVENUE ON THE LEFT AND THE MARK ON THE RIGHT, IN TOP OF A CONCRETE
 BC1426'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH RIVER BOULEVARD, 90.5 FT
 BC1426'(27.6 M) NORTH-NORTHEAST OF THE INTERSECTION OF RIVER BOULEVARD AND
 BC1426'STILES AVENUE, 17.0 FT (5.2 M) WEST OF THE TOP OF THE WEST BANK OF
 BC1426'SAINT JOHNS RIVER, 16.6 FT (5.1 M) EAST OF THE APPROXIMATE CENTERLINE
 BC1426'OF RIVER BOULEVARD AND 2.5 FT (0.8 M) EAST OF A BRACE POLE WITH A GUY
 BC1426'WIRE FOR A UTILITY POLE ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1425 ***********************************************************************
 BC1425  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1425  DESIGNATION -  872 0374 C TIDAL
 BC1425  PID         -  BC1425
 BC1425  STATE/COUNTY-  FL/CLAY
 BC1425  USGS QUAD   -  ORANGE PARK (1993)
 BC1425
 BC1425                         *CURRENT SURVEY CONTROL
 BC1425  ___________________________________________________________________
 BC1425* NAD 83(1986)-  30 10 37.     (N)    081 41 52.     (W)     SCALED    
 BC1425* NAVD 88     -         3.343  (meters)      10.97   (feet)  ADJUSTED  
 BC1425  ___________________________________________________________________
 BC1425  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BC1425  DYNAMIC HT  -           3.339 (meters)      10.95  (feet)  COMP
 BC1425  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 BC1425
 BC1425  VERT ORDER  -  FIRST     CLASS II
 BC1425
 BC1425.The horizontal coordinates were scaled from a topographic map and have
 BC1425.an estimated accuracy of +/- 6 seconds.
 BC1425
 BC1425.The orthometric height was determined by differential leveling
 BC1425.and adjusted by the National Geodetic Survey in March 1997..
 BC1425
 BC1425.This Tidal Bench Mark is designated as VM 5179
 BC1425.by the Center for Operational Oceanographic Products and Services.
 BC1425
 BC1425.The geoid height was determined by GEOID03.
 BC1425
 BC1425.The dynamic height is computed by dividing the NAVD 88
 BC1425.geopotential number by the normal gravity value computed on the
 BC1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1425.degrees latitude (g = 980.6199 gals.).
 BC1425
 BC1425.The modeled gravity was interpolated from observed gravity values.
 BC1425
 BC1425;                    North         East    Units  Estimated Accuracy
 BC1425;SPC FL E     -   647,690.      132,800.      MT  (+/- 180 meters Scaled)
 BC1425
 BC1425                          SUPERSEDED SURVEY CONTROL
 BC1425
 BC1425  NAVD 88 (06/15/91)    3.347  (m)           10.98   (f) UNKNOWN     1 2
 BC1425  NGVD 29 (09/01/92)    3.672  (m)           12.05   (f) ADJUSTED    1 2
 BC1425
 BC1425.Superseded values are not recommended for survey control.
 BC1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1425.See file dsdata.txt to determine how the superseded data were derived.
 BC1425
 BC1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328385(NAD 83)
 BC1425_MARKER: DJ = TIDAL STATION DISK
 BC1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1425_SP_SET: CISTERN COVER
 BC1425_STAMPING: 0374 C 1978
 BC1425_MARK LOGO: NOS   
 BC1425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1425+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1425
 BC1425  HISTORY     - Date     Condition        Report By
 BC1425  HISTORY     - 1978     MONUMENTED       NOS
 BC1425  HISTORY     - 1978     GOOD             FLDNR
 BC1425  HISTORY     - 1987     GOOD             FLDNR
 BC1425  HISTORY     - 19931013 GOOD             NGS
 BC1425
 BC1425                          STATION DESCRIPTION
 BC1425
 BC1425'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1425'ORANGE PARK.
 BC1425'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE  ROAD 224
 BC1425'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1425'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1425'BOULEVARD 0.65 MILES TO BLAKE AVENUE AND THE MARK ON THE RIGHT.
 BC1425'MARK BEARS 21 FEET EAST OF THE CENTER LINE OF RIVER BOULEVARD, 17
 BC1425'FEET NORTH-NORTHEAST OF THE NORTHERLY OF 9 TRIANGULAR CONCRETE POSTS
 BC1425'39.9 FEET NORTEAST OF THE CENTER LINE OF RIVER BOULEVARD AND BLAKE
 BC1425'AVENUE INTERSECTION, 38.5 FEET WEST OF THE TOP OF THE WEST BANK OF
 BC1425'SAINT JOHNS RIVER, SET NEAR THE NORTH EDGE OF A 9.5 FOOT DIAMETER
 BC1425'CISTERN COVER.
 BC1425
 BC1425                          STATION RECOVERY (1987)
 BC1425
 BC1425'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1425'RECOVERED AS DESCRIBED.  THE MARK IS 3.0 FT ABOVE THE GROUND.
 BC1425
 BC1425                          STATION RECOVERY (1993)
 BC1425
 BC1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1425'THE MARK IS IN ORANGE PARK IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 BC1425'EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1425'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1425'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1425'TURN LEFT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO EAST FOR 0.3 MI
 BC1425'(0.5 KM) TO A SHARP LEFT TURN (RIVER BOULEVARD), TURN LEFT ON RIVER
 BC1425'BOULEVARD AND GO NORTH FOR 0.70 MI (1.13 KM) TO THE JUNCTION OF BLAKE
 BC1425'AVENUE ON THE LEFT AND THE MARK ON THE RIGHT SET IN THE TOP OF A 9.5
 BC1425'FT (2.9 M) DIAMETER GREEN CISTERN COVER 2.6 FT (0.8 M) ABOVE THE LEVEL
 BC1425'OF RIVER BOULEVARD. LOCATED 40.4 FT (12.3 M) NORTHEAST OF THE
 BC1425'INTERSECTION OF RIVER BOULEVARD AND BLAKE AVENUE, 38.5 FT (11.7 M)
 BC1425'WEST OF THE TOP OF THE WEST BANK OF THE SAINT JOHNS RIVER, 21.2 FT
 BC1425'(6.5 M) EAST OF THE APPROXIMATE CENTERLINE OF RIVER BOULEVARD AND 20.0
 BC1425'FT (6.1 M) NORTH-NORTHEAST OF THE NORTHERNMOST ONE OF EIGHT TRIANGULAR
 BC1425'CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1424 ***********************************************************************
 BC1424  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1424  DESIGNATION -  872 0374 D TIDAL
 BC1424  PID         -  BC1424
 BC1424  STATE/COUNTY-  FL/CLAY
 BC1424  USGS QUAD   -  ORANGE PARK (1993)
 BC1424
 BC1424                         *CURRENT SURVEY CONTROL
 BC1424  ___________________________________________________________________
 BC1424* NAD 83(1986)-  30 10 46.     (N)    081 41 55.     (W)     SCALED    
 BC1424* NAVD 88     -         3.734  (meters)      12.25   (feet)  ADJUSTED  
 BC1424  ___________________________________________________________________
 BC1424  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BC1424  DYNAMIC HT  -           3.729 (meters)      12.23  (feet)  COMP
 BC1424  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BC1424
 BC1424  VERT ORDER  -  SECOND    CLASS I
 BC1424
 BC1424.The horizontal coordinates were scaled from a topographic map and have
 BC1424.an estimated accuracy of +/- 6 seconds.
 BC1424
 BC1424.The orthometric height was determined by differential leveling
 BC1424.and adjusted by the National Geodetic Survey in April 2002..
 BC1424
 BC1424.This Tidal Bench Mark is designated as VM 5180
 BC1424.by the Center for Operational Oceanographic Products and Services.
 BC1424
 BC1424.The geoid height was determined by GEOID03.
 BC1424
 BC1424.The dynamic height is computed by dividing the NAVD 88
 BC1424.geopotential number by the normal gravity value computed on the
 BC1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1424.degrees latitude (g = 980.6199 gals.).
 BC1424
 BC1424.The modeled gravity was interpolated from observed gravity values.
 BC1424
 BC1424;                    North         East    Units  Estimated Accuracy
 BC1424;SPC FL E     -   647,970.      132,720.      MT  (+/- 180 meters Scaled)
 BC1424
 BC1424                          SUPERSEDED SURVEY CONTROL
 BC1424
 BC1424  NAVD 88 (06/15/91)    3.742  (m)           12.28   (f) UNKNOWN     2 1
 BC1424  NGVD 29 (09/01/92)    4.067  (m)           13.34   (f) ADJUSTED    2 1
 BC1424
 BC1424.Superseded values are not recommended for survey control.
 BC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1424.See file dsdata.txt to determine how the superseded data were derived.
 BC1424
 BC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP327388(NAD 83)
 BC1424_MARKER: DJ = TIDAL STATION DISK
 BC1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1424_SP_SET: MONUMENT
 BC1424_STAMPING: 0374 D 1978
 BC1424_MARK LOGO: NOS   
 BC1424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1424+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1424
 BC1424  HISTORY     - Date     Condition        Report By
 BC1424  HISTORY     - 1978     MONUMENTED       NOS
 BC1424  HISTORY     - 1978     GOOD             FLDNR
 BC1424  HISTORY     - 1987     GOOD             FLDNR
 BC1424  HISTORY     - 19931013 MARK NOT FOUND   NGS
 BC1424
 BC1424                          STATION DESCRIPTION
 BC1424
 BC1424'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1424'ORANGE PARK.
 BC1424'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1424'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1424'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1424'BOULEVARD 0.8 MILES TO CAMPBELL AVENUE AND THE MARK ON THE LEFT.
 BC1424'MARK BEARS 24.7 FEET WEST OF THE CENTER LINE OF RIVER BOULEVARD,
 BC1424'30.5 FEET NORTHWEST OF THE CENTER LINE OF RIVER BOULEVARD AND
 BC1424'CAMPBELL INTERSECTION, 18.1 FEET NORTH OF THE CENTER LINE OF
 BC1424'CAMPBELL AVENUE, 3 FEET NORTH-NORTHEAST OF A 1.1 FOOT SQUARE
 BC1424'CONCRETE UTILITY POLE.
 BC1424
 BC1424                          STATION RECOVERY (1987)
 BC1424
 BC1424'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1424'RECOVERED AS DESCRIBED.
 BC1424
 BC1424                          STATION RECOVERY (1993)
 BC1424
 BC1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1424'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.  A NEW MANHOLE COVER
 BC1424'HAS BEEN PUT IN THIS AREA.  THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1432 ***********************************************************************
 BC1432  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1432  DESIGNATION -  872 0374 E TIDAL
 BC1432  PID         -  BC1432
 BC1432  STATE/COUNTY-  FL/CLAY
 BC1432  USGS QUAD   -  ORANGE PARK (1993)
 BC1432
 BC1432                         *CURRENT SURVEY CONTROL
 BC1432  ___________________________________________________________________
 BC1432* NAD 83(1986)-  30 09 57.     (N)    081 42 38.     (W)     SCALED    
 BC1432* NAVD 88     -         4.947  (meters)      16.23   (feet)  ADJUSTED  
 BC1432  ___________________________________________________________________
 BC1432  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BC1432  DYNAMIC HT  -           4.941 (meters)      16.21  (feet)  COMP
 BC1432  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BC1432
 BC1432  VERT ORDER  -  FIRST     CLASS II
 BC1432
 BC1432.The horizontal coordinates were scaled from a topographic map and have
 BC1432.an estimated accuracy of +/- 6 seconds.
 BC1432
 BC1432.The orthometric height was determined by differential leveling
 BC1432.and adjusted by the National Geodetic Survey in June 1991..
 BC1432
 BC1432.This Tidal Bench Mark is designated as VM 5181
 BC1432.by the Center for Operational Oceanographic Products and Services.
 BC1432
 BC1432.The geoid height was determined by GEOID03.
 BC1432
 BC1432.The dynamic height is computed by dividing the NAVD 88
 BC1432.geopotential number by the normal gravity value computed on the
 BC1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1432.degrees latitude (g = 980.6199 gals.).
 BC1432
 BC1432.The modeled gravity was interpolated from observed gravity values.
 BC1432
 BC1432;                    North         East    Units  Estimated Accuracy
 BC1432;SPC FL E     -   646,460.      131,560.      MT  (+/- 180 meters Scaled)
 BC1432
 BC1432                          SUPERSEDED SURVEY CONTROL
 BC1432
 BC1432  NGVD 29 (09/01/92)    5.273  (m)           17.30   (f) ADJUSTED    1 2
 BC1432
 BC1432.Superseded values are not recommended for survey control.
 BC1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1432.See file dsdata.txt to determine how the superseded data were derived.
 BC1432
 BC1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP315373(NAD 83)
 BC1432_MARKER: DJ = TIDAL STATION DISK
 BC1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1432_SP_SET: STORM DRAIN
 BC1432_STAMPING: 0374 E 1978
 BC1432_MARK LOGO: NOS   
 BC1432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1432+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1432
 BC1432  HISTORY     - Date     Condition        Report By
 BC1432  HISTORY     - 1978     MONUMENTED       NOS
 BC1432  HISTORY     - 1978     GOOD             FLDNR
 BC1432  HISTORY     - 1987     GOOD             FLDNR
 BC1432  HISTORY     - 19931013 GOOD             NGS
 BC1432
 BC1432                          STATION DESCRIPTION
 BC1432
 BC1432'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1432'ORANGE PARK.
 BC1432'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1432'(KINGSLEY AVENUE), AT ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224
 BC1432'0.55 MILES TO STATE ROAD S 224A (DOCTORS LAKE DRIVE), AND THE
 BC1432'MARK ON THE LEFT. MARK BEARS 45 FEET SOUTH OF THE CENTER LINE OF STATE
 BC1432'ROAD 224, 26 FEET WEST OF THE CENTER LINE OF STATE ROAD S 224A, 77
 BC1432'FEET EAST OF THE SEABOARD COAST LINE RAILROAD, 0.8 FEET NORTH OF A
 BC1432'WATER PIPE. MARK IS SET FLUSH IN SOUTHWEST CORNER OF A SEWER PIPE
 BC1432'GRATING OVER A FOUNDATION.
 BC1432
 BC1432                          STATION RECOVERY (1987)
 BC1432
 BC1432'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1432'RECOVERED AS DESCRIBED.
 BC1432
 BC1432                          STATION RECOVERY (1993)
 BC1432
 BC1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1432'THE MARK IS IN ORANGE PARK AT THE JUNCTION OF STATE ROAD 224 (KINGSLEY
 BC1432'AVENUE) AND STATE ROAD 224A (DOCTORS LAKE DRIVE) IN SECTION 41,
 BC1432'TOWNSHIP 4 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 BC1432'INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK, GO
 BC1432'SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI (2.98 KM) TO THE INTERSECTION OF
 BC1432'STATE ROAD 224 (KINGSLEY AVENUE), TURN RIGHT ON STATE ROAD 224
 BC1432'(KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI (0.89 KM) TO THE JUNCTION OF
 BC1432'STATE ROAD 224A (DOCTORS LAKE DRIVE) ON THE LEFT AND THE MARK ON THE
 BC1432'LEFT, SET IN THE TOP OF THE SOUTHWEST CORNER OF A SEWER PIPE GRATING
 BC1432'OVER A FOUNDATION 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 224
 BC1432'(KINGSLEY AVENUE) AND LEVEL WITH STATE ROAD 224A (DOCTORS LAKE DRIVE).
 BC1432'LOCATED 77.0 FT (23.5 M) EAST OF THE EAST RAIL OF THE SEABOARD COAST
 BC1432'LINE RAILROAD, 62.6 FT (19.1 M) SOUTH OF THE CENTER OF THE MEDIAN
 BC1432'STRIP AND 30.4 FT (9.3 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 BC1432'ROAD 224A (DOCTORS LAKE DRIVE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5773 ***********************************************************************
 AC5773  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5773  DESIGNATION -  872 0374 F TIDAL
 AC5773  PID         -  AC5773
 AC5773  STATE/COUNTY-  FL/CLAY
 AC5773  USGS QUAD   -  ORANGE PARK (1993)
 AC5773
 AC5773                         *CURRENT SURVEY CONTROL
 AC5773  ___________________________________________________________________
 AC5773* NAD 83(1986)-  30 09 57.     (N)    081 42 04.     (W)     SCALED    
 AC5773* NAVD 88     -         6.982  (meters)      22.91   (feet)  ADJUSTED  
 AC5773  ___________________________________________________________________
 AC5773  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AC5773  DYNAMIC HT  -           6.973 (meters)      22.88  (feet)  COMP
 AC5773  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 AC5773
 AC5773  VERT ORDER  -  FIRST     CLASS II
 AC5773
 AC5773.The horizontal coordinates were scaled from a topographic map and have
 AC5773.an estimated accuracy of +/- 6 seconds.
 AC5773
 AC5773.The orthometric height was determined by differential leveling
 AC5773.and adjusted by the National Geodetic Survey in March 1997..
 AC5773
 AC5773.This Tidal Bench Mark is designated as VM 14205
 AC5773.by the Center for Operational Oceanographic Products and Services.
 AC5773
 AC5773.The geoid height was determined by GEOID03.
 AC5773
 AC5773.The dynamic height is computed by dividing the NAVD 88
 AC5773.geopotential number by the normal gravity value computed on the
 AC5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5773.degrees latitude (g = 980.6199 gals.).
 AC5773
 AC5773.The modeled gravity was interpolated from observed gravity values.
 AC5773
 AC5773;                    North         East    Units  Estimated Accuracy
 AC5773;SPC FL E     -   646,460.      132,470.      MT  (+/- 180 meters Scaled)
 AC5773
 AC5773                          SUPERSEDED SURVEY CONTROL
 AC5773
 AC5773.No superseded survey control is available for this station.
 AC5773
 AC5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP324373(NAD 83)
 AC5773_MARKER: DJ = TIDAL STATION DISK
 AC5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5773_STAMPING: 0374 F 1993
 AC5773_MARK LOGO: NOS   
 AC5773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5773+STABILITY: SURFACE MOTION
 AC5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5773+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC5773
 AC5773  HISTORY     - Date     Condition        Report By
 AC5773  HISTORY     - 1993     MONUMENTED       FLDEP
 AC5773
 AC5773                          STATION DESCRIPTION
 AC5773
 AC5773'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AC5773'THE MARK IS IN ORANGE PARK, ABOUT 13.0 MI (20.9 KM) NORTH OF GREEN
 AC5773'COVE SPRINGS IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26 EAST. TO REACH
 AC5773'THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17
 AC5773'IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI (2.98 KM) TO
 AC5773'THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 (KINGSLEY
 AC5773'AVENUE) AND THE MARK ON THE RIGHT, IN THE SOUTHWEST CORNER OF THE
 AC5773'INTERSECTION, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AC5773'GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE ROAD. LOCATED
 AC5773'60.1 FT (18.3 M) SOUTH OF THE CENTERLINE OF THE CONCRETE MEDIAN OF
 AC5773'STATE ROAD 224, 54.0 FT (16.5 M) WEST OF THE CENTERLINE OF THE
 AC5773'CONCRETE MEDIAN OF U.S. HIGHWAY 17, 9.4 FT (2.9 M) NORTHEAST OF THE
 AC5773'WELCOME TO ORANGE PARK SIGN AND 5.0 FT (1.5 M) SOUTHWEST OF A CONCRETE
 AC5773'TRAFFIC LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1518 ***********************************************************************
 BC1518  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1518  DESIGNATION -  872 0398 C TIDAL
 BC1518  PID         -  BC1518
 BC1518  STATE/COUNTY-  FL/ST JOHNS
 BC1518  USGS QUAD   -  PALM VALLEY (1992)
 BC1518
 BC1518                         *CURRENT SURVEY CONTROL
 BC1518  ___________________________________________________________________
 BC1518* NAD 83(1986)-  30 08 00.     (N)    081 23 03.     (W)     SCALED    
 BC1518* NAVD 88     -         1.205  (meters)       3.95   (feet)  ADJUSTED  
 BC1518  ___________________________________________________________________
 BC1518  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BC1518  DYNAMIC HT  -           1.204 (meters)       3.95  (feet)  COMP
 BC1518  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 BC1518
 BC1518  VERT ORDER  -  SECOND    CLASS I
 BC1518
 BC1518.The horizontal coordinates were scaled from a topographic map and have
 BC1518.an estimated accuracy of +/- 6 seconds.
 BC1518
 BC1518.The orthometric height was determined by differential leveling
 BC1518.and adjusted by the National Geodetic Survey in May 2004..
 BC1518
 BC1518.This Tidal Bench Mark is designated as VM 10717
 BC1518.by the Center for Operational Oceanographic Products and Services.
 BC1518
 BC1518.The geoid height was determined by GEOID03.
 BC1518
 BC1518.The dynamic height is computed by dividing the NAVD 88
 BC1518.geopotential number by the normal gravity value computed on the
 BC1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1518.degrees latitude (g = 980.6199 gals.).
 BC1518
 BC1518.The modeled gravity was interpolated from observed gravity values.
 BC1518
 BC1518;                    North         East    Units  Estimated Accuracy
 BC1518;SPC FL E     -   642,710.      162,990.      MT  (+/- 180 meters Scaled)
 BC1518
 BC1518                          SUPERSEDED SURVEY CONTROL
 BC1518
 BC1518  NAVD 88 (04/25/02)    1.209  (m)            3.97   (f) UNKNOWN     2 1
 BC1518  NAVD 88 (06/15/91)    1.210  (m)            3.97   (f) UNKNOWN     2 1
 BC1518  NGVD 29 (09/01/92)    1.536  (m)            5.04   (f) ADJUSTED    2 1
 BC1518
 BC1518.Superseded values are not recommended for survey control.
 BC1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1518.See file dsdata.txt to determine how the superseded data were derived.
 BC1518
 BC1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP629336(NAD 83)
 BC1518_MARKER: DJ = TIDAL STATION DISK
 BC1518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1518_SP_SET: HEADWALL
 BC1518_STAMPING: 0398 C 1978
 BC1518_MARK LOGO: NOS   
 BC1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1518+STABILITY: SURFACE MOTION
 BC1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1518+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 BC1518
 BC1518  HISTORY     - Date     Condition        Report By
 BC1518  HISTORY     - 1978     MONUMENTED       FLDNR
 BC1518  HISTORY     - 1978     GOOD             FLDNR
 BC1518  HISTORY     - 1978     GOOD             FLDNR
 BC1518  HISTORY     - 1987     GOOD             FLDNR
 BC1518  HISTORY     - 20000927 GOOD             FLDEP
 BC1518
 BC1518                          STATION DESCRIPTION
 BC1518
 BC1518'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1518'8.0 MI SE FROM BAYARD.
 BC1518'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1518'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG US HIGHWAY 1
 BC1518'TO COUNTY ROAD C 210, THENCE 5.6 MILES NORTHEASTERLY ALONG COUNTY ROAD
 BC1518'C 210 TO STATE ROAD S 210 A AND THE LOCATION OF THE MARK. THE MARK IS
 BC1518'LOCATED ON THE TOP OF A CONCRETE HEADWALL ON THE WEST SIDE OF STATE
 BC1518'ROAD S 210 A, AND BEARS 24 FEET NORTH OF THE CENTERLINE OF COUNTY
 BC1518'ROAD C 210, 35 FEET WEST OF THE INTERSECTION OF COUTY ROAD C 210 AND
 BC1518'STATE ROAD S 210 A, 31 FEET SOUTH OF A TELEPHONE POLE.
 BC1518
 BC1518                          STATION RECOVERY (1978)
 BC1518
 BC1518'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1518'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1518'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY, ALONG US HIGHWAY
 BC1518'1 TO STATE ROAD C 210. PROCEED 5.07 MILES NORTHEASTERLY
 BC1518'ALONG STATE ROAD C 210 TO THE LOCATION OF THE MARK, THE MARK BEARS
 BC1518'32 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD C 210, 9.5 FEET WEST
 BC1518'OF A UTILITY POLE, AND 60 FEET WEST OF A DIRT DRIVE
 BC1518'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BC1518'THE MARK IS 1 FT BELOW HIGHWAY CENTERLINE.
 BC1518
 BC1518                          STATION RECOVERY (1987)
 BC1518
 BC1518'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1518'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE DESCRIPTION
 BC1518'FOR 0398 C HAD BEEN ERRONEOUSLY PUT UNDER 0398 A WHICH DOES NOT EXIST.
 BC1518'THE DESCRIPTION IS AS FOLLOWS-- BEGIN AT THE INTERSECTION OF U.S.
 BC1518'HIGHWAY 1 AND THE SOUTH CITY LIMITS LINE OF BAYARD, GO 5.0 MILES
 BC1518'SOUTHERLY ALONG U.S. 1 TO COUNTY ROAD 210, GO 5.8 MILES NORTHEASTERLY
 BC1518'ALONG C-210 TO STATE ROAD 210A AND THE LOCATION OF THE MARK.  THE MARK
 BC1518'BEARS 35 FEET WEST OF THE INTERSECTION OF C-210 AND S-210A, 24 FEET
 BC1518'NORTH OF THE CENTERLINE OF C-210, AND 31 FEET SOUTH OF A TELEPHONE
 BC1518'POLE.
 BC1518
 BC1518                          STATION RECOVERY (2000)
 BC1518
 BC1518'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 BC1518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1521 ***********************************************************************
 BC1521  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1521  DESIGNATION -  872 0398 D TIDAL
 BC1521  PID         -  BC1521
 BC1521  STATE/COUNTY-  FL/ST JOHNS
 BC1521  USGS QUAD   -  PALM VALLEY (1992)
 BC1521
 BC1521                         *CURRENT SURVEY CONTROL
 BC1521  ___________________________________________________________________
 BC1521* NAD 83(1986)-  30 07 50.     (N)    081 23 18.     (W)     SCALED    
 BC1521* NAVD 88     -         0.765  (meters)       2.51   (feet)  ADJUSTED  
 BC1521  ___________________________________________________________________
 BC1521  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1521  DYNAMIC HT  -           0.764 (meters)       2.51  (feet)  COMP
 BC1521  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BC1521
 BC1521  VERT ORDER  -  SECOND    CLASS I
 BC1521
 BC1521.The horizontal coordinates were scaled from a topographic map and have
 BC1521.an estimated accuracy of +/- 6 seconds.
 BC1521
 BC1521.The orthometric height was determined by differential leveling
 BC1521.and adjusted by the National Geodetic Survey in June 1991..
 BC1521
 BC1521.This Tidal Bench Mark is designated as VM 10718
 BC1521.by the Center for Operational Oceanographic Products and Services.
 BC1521
 BC1521.The geoid height was determined by GEOID03.
 BC1521
 BC1521.The dynamic height is computed by dividing the NAVD 88
 BC1521.geopotential number by the normal gravity value computed on the
 BC1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1521.degrees latitude (g = 980.6199 gals.).
 BC1521
 BC1521.The modeled gravity was interpolated from observed gravity values.
 BC1521
 BC1521;                    North         East    Units  Estimated Accuracy
 BC1521;SPC FL E     -   642,400.      162,580.      MT  (+/- 180 meters Scaled)
 BC1521
 BC1521                          SUPERSEDED SURVEY CONTROL
 BC1521
 BC1521  NGVD 29 (09/01/92)    1.091  (m)            3.58   (f) ADJUSTED    2 1
 BC1521
 BC1521.Superseded values are not recommended for survey control.
 BC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1521.See file dsdata.txt to determine how the superseded data were derived.
 BC1521
 BC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP625333(NAD 83)
 BC1521_MARKER: DJ = TIDAL STATION DISK
 BC1521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1521_SP_SET: COPPER CLAD STEEL ROD
 BC1521_STAMPING: 0398 D 1978
 BC1521_MARK LOGO: NOS   
 BC1521_PROJECTION: FLUSH
 BC1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1521+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 BC1521_ROD/PIPE-DEPTH: 14.6 meters
 BC1521
 BC1521  HISTORY     - Date     Condition        Report By
 BC1521  HISTORY     - 1978     MONUMENTED       NOS
 BC1521  HISTORY     - 1978     GOOD             FLDNR
 BC1521  HISTORY     - 1978     GOOD             FLDNR
 BC1521  HISTORY     - 1987     GOOD             FLDNR
 BC1521  HISTORY     - 20000919 GOOD             FLDEP
 BC1521
 BC1521                          STATION DESCRIPTION
 BC1521
 BC1521'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1521'8.0 MI SE FROM BAYARD.
 BC1521'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1521'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG US HIGHWAY
 BC1521'1 TO COUNTY ROAD C 210, THENCE 5.35 MILES NORTHEASTERLY TO THE
 BC1521'LOCATION OF THE MARK. THE MARK BEARS 32 FEET SOUTH OF THE CENTERLINE
 BC1521'OF COUNTY ROAD C 210, 10.4 FEET WEST OF UTILITY POLE, 13.7 FEET NORTH
 BC1521'OF A 14 INCH PALM TREE, 0.25 MILES WEST OF THE PALM VALLEY BRIDGE.
 BC1521
 BC1521                          STATION RECOVERY (1978)
 BC1521
 BC1521'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1521'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD
 BC1521'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1521'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG U.S. HIGHWAY
 BC1521'1 TO STATE ROAD C 210. PROCEED 5.35 MILES NORTHEASTERLY TO THE
 BC1521'LOCATION OF THE MARK. THE MARK BEARS 32 FEET SOUTH OF THE
 BC1521'CENTERLINE OF STATE ROAD C 210, 10.4 FEET WEST OF UTILITY POLE, 13.7
 BC1521'FEET NORTH OF 14 INCH PALM TREE, 0.25 MILES WEST OF THE PALM VALLEY
 BC1521'BRIDGE.
 BC1521
 BC1521                          STATION RECOVERY (1987)
 BC1521
 BC1521'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1521'RECOVERED AS DESCRIBED.
 BC1521
 BC1521                          STATION RECOVERY (2000)
 BC1521
 BC1521'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 BC1521'NOTE THE MARK IS UNDER ABOUT 3.0 FT (0.9 M) OF WATER, NOT LEVELED TO
 BC1521'THIS DATE 10-06-00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1520 ***********************************************************************
 BC1520  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1520  DESIGNATION -  872 0398 E TIDAL
 BC1520  PID         -  BC1520
 BC1520  STATE/COUNTY-  FL/ST JOHNS
 BC1520  USGS QUAD   -  PALM VALLEY (1992)
 BC1520
 BC1520                         *CURRENT SURVEY CONTROL
 BC1520  ___________________________________________________________________
 BC1520* NAD 83(1986)-  30 07 41.     (N)    081 23 30.     (W)     SCALED    
 BC1520* NAVD 88     -         1.015  (meters)       3.33   (feet)  ADJUSTED  
 BC1520  ___________________________________________________________________
 BC1520  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC1520  DYNAMIC HT  -           1.014 (meters)       3.33  (feet)  COMP
 BC1520  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BC1520
 BC1520  VERT ORDER  -  SECOND    CLASS I
 BC1520
 BC1520.The horizontal coordinates were scaled from a topographic map and have
 BC1520.an estimated accuracy of +/- 6 seconds.
 BC1520
 BC1520.The orthometric height was determined by differential leveling
 BC1520.and adjusted by the National Geodetic Survey in June 1991..
 BC1520
 BC1520.This Tidal Bench Mark is designated as VM 10719
 BC1520.by the Center for Operational Oceanographic Products and Services.
 BC1520
 BC1520.The geoid height was determined by GEOID03.
 BC1520
 BC1520.The dynamic height is computed by dividing the NAVD 88
 BC1520.geopotential number by the normal gravity value computed on the
 BC1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1520.degrees latitude (g = 980.6199 gals.).
 BC1520
 BC1520.The modeled gravity was interpolated from observed gravity values.
 BC1520
 BC1520;                    North         East    Units  Estimated Accuracy
 BC1520;SPC FL E     -   642,130.      162,260.      MT  (+/- 180 meters Scaled)
 BC1520
 BC1520                          SUPERSEDED SURVEY CONTROL
 BC1520
 BC1520  NGVD 29 (09/01/92)    1.341  (m)            4.40   (f) ADJUSTED    2 1
 BC1520
 BC1520.Superseded values are not recommended for survey control.
 BC1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1520.See file dsdata.txt to determine how the superseded data were derived.
 BC1520
 BC1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP622330(NAD 83)
 BC1520_MARKER: DJ = TIDAL STATION DISK
 BC1520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1520_SP_SET: COPPER CLAD STEEL ROD
 BC1520_STAMPING: 0398 E 1978
 BC1520_MARK LOGO: NOS   
 BC1520_PROJECTION: FLUSH
 BC1520_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1520+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 BC1520_ROD/PIPE-DEPTH: 12.2 meters
 BC1520
 BC1520  HISTORY     - Date     Condition        Report By
 BC1520  HISTORY     - 1978     MONUMENTED       NOS
 BC1520  HISTORY     - 1978     GOOD             FLDNR
 BC1520  HISTORY     - 1978     GOOD             FLDNR
 BC1520  HISTORY     - 1987     GOOD             FLDNR
 BC1520  HISTORY     - 20000919 GOOD             FLDEP
 BC1520
 BC1520                          STATION DESCRIPTION
 BC1520
 BC1520'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1520'8.0 MI SE FROM BAYARD.
 BC1520'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1520'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG US HIGHWAY
 BC1520'1 TO COUNTY ROAD C-210, THENCE 5.07 MILES NORTHEASTERLY ALONG COUNTY
 BC1520'ROAD C-210 TO THE LOCATION OF THE MARK. THE MARK BEARS 32 FEET SOUTH
 BC1520'OF THE CENTERLINE OF COUNTY ROAD C-210, 9.5 FEET WEST OF A UTILITY
 BC1520'POLE, AND 60 FEET WEST OF A DIRT DRIVE.
 BC1520
 BC1520                          STATION RECOVERY (1978)
 BC1520
 BC1520'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1520'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1520'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG U.S. HIGHWAY
 BC1520'1 TO STATE ROAD C 210. PROCEED 5.07 MILES NORTHEASTERLY ALONG STATE
 BC1520'ROAD C 210, 9.5 FEET WEST OF A UTILITY POLE, 60 FEET WEST OF A DIRT
 BC1520'DRIVE.
 BC1520
 BC1520                          STATION RECOVERY (1987)
 BC1520
 BC1520'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1520'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  BEGIN AT THE
 BC1520'JUNCTION OF COUNTY ROAD 210 WITH U.S. HIGHWAY 1 ABOUT 5 MILES SOUTH OF
 BC1520'BAYARD, GO 5.15 MILES NORTHEASTERLY ON C-210 TO THE MARK.  THE MARK
 BC1520'BEARS 31.3 FEET SOUTHEAST OF THE CENTERLINE OF C-210, 11.7 FEET
 BC1520'NORTHWEST OF A BARB-WIRE FENCE, 64.1 FEET NORTHEAST OF THE CENTER OF A
 BC1520'PRIVATE DRIVE AND 8.5 FEET EAST OF A POWER POLE.  THE MARK IS 1 E FROM
 BC1520'A WHITNESS POST.
 BC1520
 BC1520                          STATION RECOVERY (2000)
 BC1520
 BC1520'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 BC1520'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF PONTE VEDRA BEACH, 5.1
 BC1520'MI (8.2 KM) EAST OF DURBIN ON COUNTY ROAD 210, IN SECTION 51, TOWNSHIP
 BC1520'4 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 BC1520'HIGHWAY 1 AND WEST COUNTY ROAD 210 IN DURBIN, GO NORTH ON U.S. HIGHWAY
 BC1520'1 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF COUNTY ROAD 210 EAST, TURN
 BC1520'RIGHT ON COUNTY ROAD 210 EAST AND GO NORTHEAST FOR 5.1 MI (8.2 KM) TO
 BC1520'THE MARK ON THE RIGHT, A NOS DISK ATTACHED TO THE TOP OF A COPPER-CLAD
 BC1520'STEEL ROAD FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 210.  THIS
 BC1520'MARK CAN ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY A1A AND
 BC1520'COUNTY ROAD 210 IN PONTE VEDRA BEACH, GO SOUTHERLY ON COUNTY ROAD 210
 BC1520'FOR 5.4 MI (8.7 KM) TO THE MARK ON THE LEFT. LOCATED 66.4 FT (20.2 M)
 BC1520'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 2755, 31.3 FT
 BC1520'(9.5 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 210, 12.0 FT (3.7
 BC1520'M) NORTHWEST OF A HOGWIRE FENCE, 9.6 FT (2.9 M) EAST OF POWER POLE
 BC1520'NUMBER 35512029 AND 0.8 FT (24.4 CM) NORTHWEST OF A METAL WITNESS
 BC1520'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1437 ***********************************************************************
 BC1437  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1437  DESIGNATION -  872 0406 A TIDAL
 BC1437  PID         -  BC1437
 BC1437  STATE/COUNTY-  FL/CLAY
 BC1437  USGS QUAD   -  MIDDLEBURG (1993)
 BC1437
 BC1437                         *CURRENT SURVEY CONTROL
 BC1437  ___________________________________________________________________
 BC1437* NAD 83(1986)-  30 07 11.     (N)    081 45 33.     (W)     SCALED    
 BC1437* NAVD 88     -         2.973  (meters)       9.75   (feet)  ADJUSTED  
 BC1437  ___________________________________________________________________
 BC1437  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BC1437  DYNAMIC HT  -           2.969 (meters)       9.74  (feet)  COMP
 BC1437  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BC1437
 BC1437  VERT ORDER  -  FIRST     CLASS II
 BC1437
 BC1437.The horizontal coordinates were scaled from a topographic map and have
 BC1437.an estimated accuracy of +/- 6 seconds.
 BC1437
 BC1437.The orthometric height was determined by differential leveling
 BC1437.and adjusted by the National Geodetic Survey in March 1997..
 BC1437.WARNING-Repeat measurements at this control monument indicate possible
 BC1437.vertical movement.
 BC1437
 BC1437.This Tidal Bench Mark is designated as VM 10722
 BC1437.by the Center for Operational Oceanographic Products and Services.
 BC1437
 BC1437.The geoid height was determined by GEOID03.
 BC1437
 BC1437.The dynamic height is computed by dividing the NAVD 88
 BC1437.geopotential number by the normal gravity value computed on the
 BC1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1437.degrees latitude (g = 980.6199 gals.).
 BC1437
 BC1437.The modeled gravity was interpolated from observed gravity values.
 BC1437
 BC1437;                    North         East    Units  Estimated Accuracy
 BC1437;SPC FL E     -   641,380.      126,840.      MT  (+/- 180 meters Scaled)
 BC1437
 BC1437                          SUPERSEDED SURVEY CONTROL
 BC1437
 BC1437  NAVD 88 (06/15/91)    2.964  (m)            9.72   (f) UNKNOWN     1 2
 BC1437  NGVD 29 (09/01/92)    3.289  (m)           10.79   (f) ADJUSTED    1 2
 BC1437
 BC1437.Superseded values are not recommended for survey control.
 BC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1437.See file dsdata.txt to determine how the superseded data were derived.
 BC1437
 BC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP268322(NAD 83)
 BC1437_MARKER: DJ = TIDAL STATION DISK
 BC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1437_SP_SET: CONCRETE POST
 BC1437_STAMPING: 0406 A 1978
 BC1437_MARK LOGO: NOS   
 BC1437_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1437+STABILITY: SURFACE MOTION
 BC1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1437+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1437
 BC1437  HISTORY     - Date     Condition        Report By
 BC1437  HISTORY     - 1978     MONUMENTED       NOS
 BC1437  HISTORY     - 1978     GOOD             FLDNR
 BC1437  HISTORY     - 1978     GOOD             FLDNR
 BC1437  HISTORY     - 1987     GOOD             FLDNR
 BC1437  HISTORY     - 19931013 GOOD             NGS
 BC1437
 BC1437                          STATION DESCRIPTION
 BC1437
 BC1437'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1437'4.85 MI SW FROM ORANGE PARK.
 BC1437'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1437'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1437'STATE ROAD S 244A (DOCTORS LAKE DRIVE),THENCE SOUTHWEST ALONG
 BC1437'DOCTORS LAKE DRIVE 4.45 MILES TO CEDAR ROAD,THENCE SOUTHWEST ALONG
 BC1437'CEDAR ROAD 0.1 MILES TO HOLLY ROAD, THENCE EASTERLY ALONG HOLLY ROAD
 BC1437'0.2 MILES TO MAGNOLIA ROAD, THENCE SOUTHEAST ALONG MAGNOLIA ROAD 0.1
 BC1437'MILES TO THE MARK ON THE LEFT. MARK BEARS 21 FEET EAST OF MAGNOLIA
 BC1437'ROAD CENTER LINE, 1.3 FEET SOUTH OF A TELEPHONE POLE, 7 FEET NORTH OF
 BC1437'TWIN OAKS.
 BC1437
 BC1437                          STATION RECOVERY (1978)
 BC1437
 BC1437'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1437'RECOVERED IN GOOD CONDITION.
 BC1437
 BC1437                          STATION RECOVERY (1987)
 BC1437
 BC1437'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1437'RECOVERED AS DESCRIBED.
 BC1437
 BC1437                          STATION RECOVERY (1993)
 BC1437
 BC1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1437'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1437'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1437'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1437'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1437'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1437'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1437'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1437'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1437'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT,
 BC1437'TURN LEFT ON BAY ROAD AND GO EAST FOR ABOUT 100.0 FT (30.5 M) TO THE
 BC1437'JUNCTION OF CEDAR ROAD ON THE RIGHT, TURN RIGHT ON CEDAR ROAD AND GO
 BC1437'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HOLLY ROAD ON THE
 BC1437'LEFT, TURN LEFT ON HOLLY ROAD AND GO NORTHEAST FOR 0.25 MI (0.40 KM)
 BC1437'TO THE JUNCTION OF MAGNOLIA DRIVE, TURN RIGHT ON MAGNOLIA DRIVE AND GO
 BC1437'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT IN THE TOP OF A
 BC1437'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH ROAD, IN FRONT
 BC1437'OF HOUSE NUMBER 4221 MAGNOLIA DRIVE, 21.0 FT (6.4 M) EAST OF THE
 BC1437'APPROXIMATE CENTERLINE OF MAGNOLIA DRIVE, 7.0 FT (2.1 M) NORTH OF A
 BC1437'TWIN OAK TREE, 1.3 FT (0.4 M) SOUTH OF A TELEPHONE POLE AND 1.0 FT
 BC1437'(0.3 M) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1438 ***********************************************************************
 BC1438  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1438  DESIGNATION -  872 0406 B TIDAL
 BC1438  PID         -  BC1438
 BC1438  STATE/COUNTY-  FL/CLAY
 BC1438  USGS QUAD   -  MIDDLEBURG (1993)
 BC1438
 BC1438                         *CURRENT SURVEY CONTROL
 BC1438  ___________________________________________________________________
 BC1438* NAD 83(1986)-  30 07 11.     (N)    081 45 33.     (W)     SCALED    
 BC1438* NAVD 88     -         1.017  (meters)       3.34   (feet)  ADJUSTED  
 BC1438  ___________________________________________________________________
 BC1438  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BC1438  DYNAMIC HT  -           1.016 (meters)       3.33  (feet)  COMP
 BC1438  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BC1438
 BC1438  VERT ORDER  -  FIRST     CLASS II
 BC1438
 BC1438.The horizontal coordinates were scaled from a topographic map and have
 BC1438.an estimated accuracy of +/- 6 seconds.
 BC1438
 BC1438.The orthometric height was determined by differential leveling
 BC1438.and adjusted by the National Geodetic Survey in March 1997..
 BC1438.WARNING-Repeat measurements at this control monument indicate possible
 BC1438.vertical movement.
 BC1438
 BC1438.This Tidal Bench Mark is designated as VM 10723
 BC1438.by the Center for Operational Oceanographic Products and Services.
 BC1438
 BC1438.The geoid height was determined by GEOID03.
 BC1438
 BC1438.The dynamic height is computed by dividing the NAVD 88
 BC1438.geopotential number by the normal gravity value computed on the
 BC1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1438.degrees latitude (g = 980.6199 gals.).
 BC1438
 BC1438.The modeled gravity was interpolated from observed gravity values.
 BC1438
 BC1438;                    North         East    Units  Estimated Accuracy
 BC1438;SPC FL E     -   641,380.      126,840.      MT  (+/- 180 meters Scaled)
 BC1438
 BC1438                          SUPERSEDED SURVEY CONTROL
 BC1438
 BC1438  NAVD 88 (06/15/91)    1.029  (m)            3.38   (f) UNKNOWN     1 2
 BC1438  NGVD 29 (09/01/92)    1.354  (m)            4.44   (f) ADJUSTED    1 2
 BC1438
 BC1438.Superseded values are not recommended for survey control.
 BC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1438.See file dsdata.txt to determine how the superseded data were derived.
 BC1438
 BC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP268322(NAD 83)
 BC1438_MARKER: DJ = TIDAL STATION DISK
 BC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1438_SP_SET: CONCRETE POST
 BC1438_STAMPING: 0406 B 1978
 BC1438_MARK LOGO: NOS   
 BC1438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1438+STABILITY: SURFACE MOTION
 BC1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1438+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1438
 BC1438  HISTORY     - Date     Condition        Report By
 BC1438  HISTORY     - 1978     MONUMENTED       NOS
 BC1438  HISTORY     - 1978     GOOD             FLDNR
 BC1438  HISTORY     - 1978     GOOD             FLDNR
 BC1438  HISTORY     - 1987     GOOD             FLDNR
 BC1438  HISTORY     - 19931013 GOOD             NGS
 BC1438
 BC1438                          STATION DESCRIPTION
 BC1438
 BC1438'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1438'4.85 MI SW FROM ORANGE PARK.
 BC1438'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1438'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1438'STATE ROAD S 244A (DOCTORS LAKE DRIVE),THENCE SOUTHWEST ALONG
 BC1438'DOCTORS LAKE DRIVE 4.45 MILES TO CEDAR ROAD, THENCE SOUTHWEST ALONG
 BC1438'CEDAR ROAD 0.1 MILES TO HOLLY ROAD , THENCE EASTERLY ALONG HOLLY ROAD
 BC1438'0.2 MILES TO MAGNOLIA ROAD, THENCE SOUTHEAST ALONG MAGNOLIA ROAD 0.1
 BC1438'MILES TO THE ADDRESS AT 4221 MAGNOLIA ROAD. STAFF IS LOCATED IN THE
 BC1438'REAR OF THIS ADDRESS, 57 FEET SOUTH OF A DOCK, 7 FEET WEST OF THE
 BC1438'SHORELINE OF A BREAK WALL, 20 FEET EAST OF A LARGE MAGNOLIA TREE.
 BC1438
 BC1438                          STATION RECOVERY (1978)
 BC1438
 BC1438'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1438'RECOVERED IN GOOD CONDITION.
 BC1438
 BC1438                          STATION RECOVERY (1987)
 BC1438
 BC1438'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1438'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT IN THE DESCRIPTION
 BC1438'CHANGE STAFF TO THE MARK .  ALSO NOTE 1978 IN THE STAMPING.
 BC1438
 BC1438                          STATION RECOVERY (1993)
 BC1438
 BC1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1438'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1438'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1438'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1438'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1438'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1438'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1438'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1438'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1438'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT,
 BC1438'TURN LEFT ON BAY ROAD AND GO EAST FOR ABOUT 100.0 FT (30.5 M) TO THE
 BC1438'JUNCTION OF CEDAR ROAD ON THE RIGHT, TURN RIGHT ON CEDAR ROAD AND GO
 BC1438'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HOLLY ROAD ON THE
 BC1438'LEFT, TURN LEFT ON HOLLY ROAD AND GO NORTHEAST FOR 0.25 MI (0.40 KM)
 BC1438'TO THE JUNCTION OF MAGNOLIA DRIVE, TURN RIGHT ON MAGNOLIA DRIVE AND GO
 BC1438'SOUTHEAST FOR 0.1 MI (0.2 KM) TO HOUSE NUMBER 4221 MAGNOLIA DRIVE,
 BC1438'WALKING THROUGH THE YARD TO THE WATERS EDGE AND THE MARK, SET IN THE
 BC1438'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED IN THE BACK
 BC1438'YARD OF HOUSE NUMBER 4221 MAGNOLIA DRIVE, 54.5 FT (16.6 M) SOUTH OF AN
 BC1438'L-SHAPED DOCK, 20.5 FT (6.2 M) EAST OF A LARGE MAGNOLIA TREE AND 7.8
 BC1438'FT (2.4 M) WEST OF THE SHORELINE BREAK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1436 ***********************************************************************
 BC1436  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1436  DESIGNATION -  872 0406 C TIDAL
 BC1436  PID         -  BC1436
 BC1436  STATE/COUNTY-  FL/CLAY
 BC1436  USGS QUAD   -  MIDDLEBURG (1993)
 BC1436
 BC1436                         *CURRENT SURVEY CONTROL
 BC1436  ___________________________________________________________________
 BC1436* NAD 83(1986)-  30 07 17.     (N)    081 45 42.     (W)     SCALED    
 BC1436* NAVD 88     -         3.761  (meters)      12.34   (feet)  ADJUSTED  
 BC1436  ___________________________________________________________________
 BC1436  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BC1436  DYNAMIC HT  -           3.756 (meters)      12.32  (feet)  COMP
 BC1436  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BC1436
 BC1436  VERT ORDER  -  FIRST     CLASS II
 BC1436
 BC1436.The horizontal coordinates were scaled from a topographic map and have
 BC1436.an estimated accuracy of +/- 6 seconds.
 BC1436
 BC1436.The orthometric height was determined by differential leveling
 BC1436.and adjusted by the National Geodetic Survey in June 1991..
 BC1436
 BC1436.This Tidal Bench Mark is designated as VM 10724
 BC1436.by the Center for Operational Oceanographic Products and Services.
 BC1436
 BC1436.The geoid height was determined by GEOID03.
 BC1436
 BC1436.The dynamic height is computed by dividing the NAVD 88
 BC1436.geopotential number by the normal gravity value computed on the
 BC1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1436.degrees latitude (g = 980.6199 gals.).
 BC1436
 BC1436.The modeled gravity was interpolated from observed gravity values.
 BC1436
 BC1436;                    North         East    Units  Estimated Accuracy
 BC1436;SPC FL E     -   641,570.      126,600.      MT  (+/- 180 meters Scaled)
 BC1436
 BC1436                          SUPERSEDED SURVEY CONTROL
 BC1436
 BC1436  NGVD 29 (09/01/92)    4.086  (m)           13.41   (f) ADJUSTED    1 2
 BC1436
 BC1436.Superseded values are not recommended for survey control.
 BC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1436.See file dsdata.txt to determine how the superseded data were derived.
 BC1436
 BC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266324(NAD 83)
 BC1436_MARKER: DJ = TIDAL STATION DISK
 BC1436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1436_SP_SET: COPPER CLAD STEEL ROD
 BC1436_STAMPING: 0406 C 1978
 BC1436_MARK LOGO: NOS   
 BC1436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1436+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1436
 BC1436  HISTORY     - Date     Condition        Report By
 BC1436  HISTORY     - 1978     MONUMENTED       NOS
 BC1436  HISTORY     - 1978     GOOD             FLDNR
 BC1436  HISTORY     - 1978     GOOD             FLDNR
 BC1436  HISTORY     - 1987     GOOD             FLDNR
 BC1436  HISTORY     - 19931013 GOOD             NGS
 BC1436
 BC1436                          STATION DESCRIPTION
 BC1436
 BC1436'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1436'4.75 MI SW FROM ORANGE PARK.
 BC1436'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1436'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1436'STATE ROAD S 244A (DOCTORS LAKE DRIVE), THENCE SOUTHWEST ALONG
 BC1436'DOCTORS LAKE DRIVE 4.45 MILES TO CEDAR ROAD, THENCE SOUTHWEST ON CEDAR
 BC1436'ROAD 0.1 MILES TO HOLLY ROAD,THENCE EASTERLY ALONG HOLLY ROAD 0.2
 BC1436'MILES TO MAGNOLIA ROAD AND THE MARK IN THE MEDIAN. MARK BEARS 49 FEET
 BC1436'SOUTHEAST OF A TELEPHONE POLE, 46 FEET SOUTH OF A DRIVEWAY.
 BC1436
 BC1436                          STATION RECOVERY (1978)
 BC1436
 BC1436'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1436'RECOVERED IN GOOD CONDITION.
 BC1436
 BC1436                          STATION RECOVERY (1987)
 BC1436
 BC1436'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1436'RECOVERED AS DESCRIBED.  THE MARK IS 1 E FROM A WHITNESS POST.
 BC1436
 BC1436                          STATION RECOVERY (1993)
 BC1436
 BC1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1436'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1436'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1436'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1436'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1436'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1436'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1436'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1436'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1436'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT,
 BC1436'TURN LEFT ON BAY ROAD AND GO EAST FOR ABOUT 100.0 FT (30.5 M) TO THE
 BC1436'JUNCTION OF CEDAR ROAD ON THE RIGHT, TURN RIGHT ON CEDAR ROAD AND GO
 BC1436'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HOLLY ROAD ON THE
 BC1436'LEFT, TURN LEFT ON HOLLY ROAD AND GO NORTHEAST FOR 0.25 MI (0.40 KM)
 BC1436'TO THE JUNCTION OF MAGNOLIA DRIVE AND THE MARK IN A SMALL MEDIAN
 BC1436'STRIP, SET ON THE TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 BC1436'OF 32.0 FT (9.8 M) AND ENCASED IN A PVC PIPE, FLUSH WITH THE GROUND
 BC1436'AND LEVEL WITH THE ROADS. LOCATED ACROSS THE ROAD FROM HOUSE NUMBER
 BC1436'4109 MAGNOLIA DRIVE, 49.4 FT (15.1 M) SOUTHWEST OF A UTILITY POLE WITH
 BC1436'A LIGHT ATTACHED, 46.0 FT (14.0 M) SOUTH OF A DRIVEWAY AND 0.7 FT
 BC1436'(21.3 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1435 ***********************************************************************
 BC1435  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1435  DESIGNATION -  872 0406 D TIDAL
 BC1435  PID         -  BC1435
 BC1435  STATE/COUNTY-  FL/CLAY
 BC1435  USGS QUAD   -  MIDDLEBURG (1993)
 BC1435
 BC1435                         *CURRENT SURVEY CONTROL
 BC1435  ___________________________________________________________________
 BC1435* NAD 83(1986)-  30 07 24.     (N)    081 45 44.     (W)     SCALED    
 BC1435* NAVD 88     -         6.522  (meters)      21.40   (feet)  ADJUSTED  
 BC1435  ___________________________________________________________________
 BC1435  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BC1435  DYNAMIC HT  -           6.514 (meters)      21.37  (feet)  COMP
 BC1435  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BC1435
 BC1435  VERT ORDER  -  FIRST     CLASS II
 BC1435
 BC1435.The horizontal coordinates were scaled from a topographic map and have
 BC1435.an estimated accuracy of +/- 6 seconds.
 BC1435
 BC1435.The orthometric height was determined by differential leveling
 BC1435.and adjusted by the National Geodetic Survey in June 1991..
 BC1435
 BC1435.This Tidal Bench Mark is designated as VM 10725
 BC1435.by the Center for Operational Oceanographic Products and Services.
 BC1435
 BC1435.The geoid height was determined by GEOID03.
 BC1435
 BC1435.The dynamic height is computed by dividing the NAVD 88
 BC1435.geopotential number by the normal gravity value computed on the
 BC1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1435.degrees latitude (g = 980.6199 gals.).
 BC1435
 BC1435.The modeled gravity was interpolated from observed gravity values.
 BC1435
 BC1435;                    North         East    Units  Estimated Accuracy
 BC1435;SPC FL E     -   641,780.      126,550.      MT  (+/- 180 meters Scaled)
 BC1435
 BC1435                          SUPERSEDED SURVEY CONTROL
 BC1435
 BC1435  NGVD 29 (09/01/92)    6.847  (m)           22.46   (f) ADJUSTED    1 2
 BC1435
 BC1435.Superseded values are not recommended for survey control.
 BC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1435.See file dsdata.txt to determine how the superseded data were derived.
 BC1435
 BC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP265326(NAD 83)
 BC1435_MARKER: DJ = TIDAL STATION DISK
 BC1435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1435_SP_SET: COPPER CLAD STEEL ROD
 BC1435_STAMPING: 0406 D 1978
 BC1435_MARK LOGO: NOS   
 BC1435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1435+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1435
 BC1435  HISTORY     - Date     Condition        Report By
 BC1435  HISTORY     - 1978     MONUMENTED       NOS
 BC1435  HISTORY     - 1978     GOOD             FLDNR
 BC1435  HISTORY     - 1978     GOOD             FLDNR
 BC1435  HISTORY     - 1987     GOOD             FLDNR
 BC1435  HISTORY     - 19931013 GOOD             NGS
 BC1435
 BC1435                          STATION DESCRIPTION
 BC1435
 BC1435'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1435'4.45 MI SW FROM ORANGE PARK.
 BC1435'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1435'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1435'STATE ROAD S 244A (DOCTORS LAKE DRIVE), THENCE SOUTHWEST ALONG
 BC1435'DOCTORS LAKE DRIVE 4.45 MILES TO THE MARK AND INTERSECTION OF DOCTORS
 BC1435'LAKE DRIVE AND CEDAR ROAD. MARK BEARS 58 FEET SOUTH OF THE
 BC1435'INTERSECTION, 42.5 FEET SOUTHEAST OF A LARGE PINE TREE, 54 FEET
 BC1435'NORTHWEST OF THE NORTHWEST CORNER OF A BROWN BLOCK HOUSE NUMBER
 BC1435'4055.
 BC1435
 BC1435                          STATION RECOVERY (1978)
 BC1435
 BC1435'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1435'RECOVERED IN GOOD CONDITION.
 BC1435
 BC1435                          STATION RECOVERY (1987)
 BC1435
 BC1435'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1435'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ADD TO THE
 BC1435'DESCRIPTION - THE MARK IS IN THE CENTER OF A SMALL MEDIAN 18.7 FEET
 BC1435'NORTH-NORTHEAST OF A SMALL OAK TREE AT THE SOUTH END OF THE MEDIAN.
 BC1435
 BC1435                          STATION RECOVERY (1993)
 BC1435
 BC1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1435'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1435'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1435'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1435'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1435'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1435'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1435'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1435'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1435'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT
 BC1435'AND THE MARK ON THE LEFT IN A SMALL MEDIAN STRIP, SET ON THE TOP OF A
 BC1435'COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 32.0 FT (9.8 M) AND
 BC1435'ENCASED IN A PVC PIPE, RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE
 BC1435'GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF CEDAR ROAD. LOCATED
 BC1435'112.0 FT (34.1 M) SOUTHEAST OF THE INTERSECTION OF 224A (DOCTORS LAKE
 BC1435'DRIVE) AND BAY ROAD, 66.0 FT (20.1 M) SOUTHWEST OF THE APPROXIMATE
 BC1435'CENTERLINE OF BAY ROAD, 54.0 FT (16.5 M) NORTHWEST OF THE NORTHWEST
 BC1435'CORNER OF HOUSE NUMBER 4055 CEDAR ROAD, 42.5 FT (13.0 M) SOUTHEAST OF
 BC1435'A LARGE PINE TREE, 18.7 FT (5.7 M) NORTH-NORTHEAST OF A SMALL OAK TREE
 BC1435'AT THE SOUTH END OF THE MEDIAN AND 0.8 FT (24.4 CM) NORTHEAST OF A
 BC1435'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1434 ***********************************************************************
 BC1434  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1434  DESIGNATION -  872 0406 E TIDAL RESET
 BC1434  PID         -  BC1434
 BC1434  STATE/COUNTY-  FL/CLAY
 BC1434  USGS QUAD   -  MIDDLEBURG (1993)
 BC1434
 BC1434                         *CURRENT SURVEY CONTROL
 BC1434  ___________________________________________________________________
 BC1434* NAD 83(1986)-  30 07 30.     (N)    081 45 17.     (W)     SCALED    
 BC1434* NAVD 88     -         5.518  (meters)      18.10   (feet)  ADJUSTED  
 BC1434  ___________________________________________________________________
 BC1434  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BC1434  DYNAMIC HT  -           5.511 (meters)      18.08  (feet)  COMP
 BC1434  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 BC1434
 BC1434  VERT ORDER  -  FIRST     CLASS II
 BC1434
 BC1434.The horizontal coordinates were scaled from a topographic map and have
 BC1434.an estimated accuracy of +/- 6 seconds.
 BC1434
 BC1434.The orthometric height was determined by differential leveling
 BC1434.and adjusted by the National Geodetic Survey in March 1997..
 BC1434.WARNING-Repeat measurements at this control monument indicate possible
 BC1434.vertical movement.
 BC1434
 BC1434.This Tidal Bench Mark is designated as VM 10726
 BC1434.by the Center for Operational Oceanographic Products and Services.
 BC1434
 BC1434.The geoid height was determined by GEOID03.
 BC1434
 BC1434.The dynamic height is computed by dividing the NAVD 88
 BC1434.geopotential number by the normal gravity value computed on the
 BC1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1434.degrees latitude (g = 980.6199 gals.).
 BC1434
 BC1434.The modeled gravity was interpolated from observed gravity values.
 BC1434
 BC1434;                    North         East    Units  Estimated Accuracy
 BC1434;SPC FL E     -   641,960.      127,270.      MT  (+/- 180 meters Scaled)
 BC1434
 BC1434                          SUPERSEDED SURVEY CONTROL
 BC1434
 BC1434  NAVD 88 (06/15/91)    5.502  (m)           18.05   (f) UNKNOWN     1 2
 BC1434  NGVD 29 (09/01/92)    5.827  (m)           19.12   (f) ADJUSTED    1 2
 BC1434
 BC1434.Superseded values are not recommended for survey control.
 BC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1434.See file dsdata.txt to determine how the superseded data were derived.
 BC1434
 BC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP272328(NAD 83)
 BC1434_MARKER: DJ = TIDAL STATION DISK
 BC1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1434_SP_SET: CONCRETE POST
 BC1434_STAMPING: 0406 E 1978 RESET
 BC1434_MARK LOGO: NOS   
 BC1434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1434+STABILITY: SURFACE MOTION
 BC1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1434+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1434
 BC1434  HISTORY     - Date     Condition        Report By
 BC1434  HISTORY     - 1978     MONUMENTED       NOS
 BC1434  HISTORY     - 1978     GOOD             FLDNR
 BC1434  HISTORY     - 1978     GOOD             FLDNR
 BC1434  HISTORY     - 1987     GOOD             FLDNR
 BC1434  HISTORY     - 19931013 GOOD             NGS
 BC1434
 BC1434                          STATION DESCRIPTION
 BC1434
 BC1434'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1434'4.30 MI SW FROM ORANGE PARK.
 BC1434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1434'ORANGE PARK.PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1434'STATE ROAD S 244A (DOCTORS LAKE DRIVE),THENCE SOUTHWEST ALONG
 BC1434'DOCTORS LAKE DRIVE 4.30 MILES TO THE MARK ON THE RIGHT. MARK BEARS
 BC1434'48 FEET NORTHWEST OF THE CENTER LINE OF DOCTORS LAKE ROAD, 50 FEET
 BC1434'SOUTHEAST OF THE RAILROAD TRACKS, 5.3 FEET SOUTH OF HIDE-A-WAY MOBILE
 BC1434'HOME VILLAGE SIGN,4.5 FEET NORTHWEST OF A LARGE HICKORY TREE.
 BC1434
 BC1434                          STATION RECOVERY (1978)
 BC1434
 BC1434'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1434'RECOVERED IN GOOD CONDITION.
 BC1434
 BC1434                          STATION RECOVERY (1987)
 BC1434
 BC1434'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1434'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE 4.3 MILES
 BC1434'TO 4.1 MILES.  ALSO NOTE RESET IN THE STAMPING.
 BC1434
 BC1434                          STATION RECOVERY (1993)
 BC1434
 BC1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1434'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1434'SIDE OF DOCTORS LAKE IN SECTION 25, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1434'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1434'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1434'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1434'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1434'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1434'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1434'SOUTHWEST FOR 4.1 MI (6.6 KM) TO THE ENTRANCE TO THE HIDE-A-WAY MOBILE
 BC1434'HOME VILLAGE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 BC1434'CONCRETE MONUMENT FLUSH WITH THE GROUND.  ALSO 0.4 MI (0.6 KM) NORTH
 BC1434'OF THE JUNCTION OF 224A (DOCTORS LAKE DRIVE) AND BAY ROAD,  ON THE
 BC1434'EASTERLY RIGHT-OF-WAY OF THE SEABOARD COAST LINE RAILROAD TRACKS, 49.0
 BC1434'FT (14.9 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACKS,
 BC1434'48.0 FT (14.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF 224A
 BC1434'(DOCTORS LAKE DRIVE), 18.0 FT (5.5 M) SOUTH OF THE HIDE-A-WAY SIGN 5.5
 BC1434'FT (1.7 M) NORTHWEST OF A LARGE HICKORY TREE AND 0.5 FT (15.2 CM)
 BC1434'SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1539 ***********************************************************************
 BC1539  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1539  DESIGNATION -  872 0409 A TIDAL
 BC1539  PID         -  BC1539
 BC1539  STATE/COUNTY-  FL/DUVAL
 BC1539  USGS QUAD   -  ORANGE PARK (1993)
 BC1539
 BC1539                         *CURRENT SURVEY CONTROL
 BC1539  ___________________________________________________________________
 BC1539* NAD 83(1986)-  30 08 03.     (N)    081 37 51.     (W)     SCALED    
 BC1539* NAVD 88     -         1.160  (meters)       3.81   (feet)  ADJUSTED  
 BC1539  ___________________________________________________________________
 BC1539  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BC1539  DYNAMIC HT  -           1.159 (meters)       3.80  (feet)  COMP
 BC1539  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BC1539
 BC1539  VERT ORDER  -  SECOND    CLASS I
 BC1539
 BC1539.The horizontal coordinates were scaled from a topographic map and have
 BC1539.an estimated accuracy of +/- 6 seconds.
 BC1539
 BC1539.The orthometric height was determined by differential leveling
 BC1539.and adjusted by the National Geodetic Survey in June 1991..
 BC1539
 BC1539.This Tidal Bench Mark is designated as VM 5182
 BC1539.by the Center for Operational Oceanographic Products and Services.
 BC1539
 BC1539.The geoid height was determined by GEOID03.
 BC1539
 BC1539.The dynamic height is computed by dividing the NAVD 88
 BC1539.geopotential number by the normal gravity value computed on the
 BC1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1539.degrees latitude (g = 980.6199 gals.).
 BC1539
 BC1539.The modeled gravity was interpolated from observed gravity values.
 BC1539
 BC1539;                    North         East    Units  Estimated Accuracy
 BC1539;SPC FL E     -   642,910.      139,220.      MT  (+/- 180 meters Scaled)
 BC1539
 BC1539                          SUPERSEDED SURVEY CONTROL
 BC1539
 BC1539  NGVD 29 (09/01/92)    1.478  (m)            4.85   (f) ADJUSTED    2 1
 BC1539
 BC1539.Superseded values are not recommended for survey control.
 BC1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1539.See file dsdata.txt to determine how the superseded data were derived.
 BC1539
 BC1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP392338(NAD 83)
 BC1539_MARKER: DJ = TIDAL STATION DISK
 BC1539_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1539_SP_SET: CURB
 BC1539_STAMPING: 0409 A 1978
 BC1539_MARK LOGO: NOS   
 BC1539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1539+STABILITY: SURFACE MOTION
 BC1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1539+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 BC1539
 BC1539  HISTORY     - Date     Condition        Report By
 BC1539  HISTORY     - 1978     MONUMENTED       NOS
 BC1539  HISTORY     - 1978     GOOD             FLDNR
 BC1539  HISTORY     - 1978     GOOD             FLDNR
 BC1539  HISTORY     - 1987     GOOD             FLDNR
 BC1539  HISTORY     - 20021018 GOOD             USPSQD
 BC1539  HISTORY     - 20040730 GOOD             USPSQD
 BC1539
 BC1539                          STATION DESCRIPTION
 BC1539
 BC1539'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1539'MANDARIN.
 BC1539'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1539'PROCEED 3.4 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1539'MARK. MARK BEARS 12 FEET NORTHWEST OF THE ENTRANCE OF REITMAN
 BC1539'MARINE GOING ONTO THE PIER, 93 FEET SOUTH OF JULINGTON CREEK SEAFOOD
 BC1539'RESTAURANT SIGN, 113 FEET SOUTHEAST OF A DOUBLE UTILITY POLE.
 BC1539
 BC1539                          STATION RECOVERY (1978)
 BC1539
 BC1539'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1539'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1539'PROCEED 3.4 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1539'MARK. MARK BEARS 12 FEET NORTHWEST OF THE ENTRANCE OF REITMAN
 BC1539'MARINE GOING ONTO THE PIER, 93 FEET SOUTH OF JULINGTON CREEK SEAFOOD
 BC1539'RESTAURANT SIGN, 113 FEET SOUTHEAST OF A DOUBLE UTILITY POLE.
 BC1539
 BC1539                          STATION RECOVERY (1987)
 BC1539
 BC1539'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1539'RECOVERED IN GOOD CONDITION AND A NEW DESCRIPTION  FOLLOWS-- BEGIN AT
 BC1539'THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND INTERSTATE
 BC1539'295 IN MANDARIN, GO 3.35 MILES SOUTH ALONG STATE ROAD 13 TO THE
 BC1539'JULINGTON CREEK MARINA AND THE MARK.  THE MARK BEARS 149.0 FEET EAST
 BC1539'OF THE NORTHEAST CORNER OF THE BRIDGE OVER JULINGTON CREEK, 6.3 FEET
 BC1539'WEST-SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE MARINA AND IS SET
 BC1539'IN THE TOP OF A CONCRETE CURB.  THE MARK IS 0.5 FT ABOVE THE PARKING
 BC1539'LOT.
 BC1539
 BC1539                          STATION RECOVERY (2002)
 BC1539
 BC1539'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAS)
 BC1539'BC 1539 - THE MARK IS NORTH NORTHWEST OF THE CENTER OF THE NNW
 BC1539'ENTRANCE TO THE COVERED MARINA SLIPS AND IS SET IN THE TOP OF A
 BC1539'CONCRETE CURB.  THE MARK IS 40 FT SSE OF THE PARKING LOT, SEPARATED
 BC1539'FROM THE PARKING LOT BY A WOODEN BRIDGE OVER A DITCH.  THE MARK IS AT
 BC1539'L 30 08.50' LO 081 37.852' WHEN MEASURED WITH A GARMIN GPS III.
 BC1539
 BC1539                          STATION RECOVERY (2004)
 BC1539
 BC1539'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAS)
 BC1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1537 ***********************************************************************
 BC1537  DESIGNATION -  872 0409 B TIDAL
 BC1537  PID         -  BC1537
 BC1537  STATE/COUNTY-  FL/DUVAL
 BC1537  USGS QUAD   -  ORANGE PARK (1993)
 BC1537
 BC1537                         *CURRENT SURVEY CONTROL
 BC1537  ___________________________________________________________________
 BC1537* NAD 83(1986)-  30 08 09.     (N)    081 37 56.     (W)     SCALED    
 BC1537* NAVD 88     -         3.042  (meters)       9.98   (feet)  ADJUSTED  
 BC1537  ___________________________________________________________________
 BC1537  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BC1537  DYNAMIC HT  -           3.038 (meters)       9.97  (feet)  COMP
 BC1537  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BC1537
 BC1537  VERT ORDER  -  SECOND    CLASS I
 BC1537
 BC1537.The horizontal coordinates were scaled from a topographic map and have
 BC1537.an estimated accuracy of +/- 6 seconds.
 BC1537
 BC1537.The orthometric height was determined by differential leveling
 BC1537.and adjusted by the National Geodetic Survey in June 1991..
 BC1537
 BC1537.The geoid height was determined by GEOID03.
 BC1537
 BC1537.The dynamic height is computed by dividing the NAVD 88
 BC1537.geopotential number by the normal gravity value computed on the
 BC1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1537.degrees latitude (g = 980.6199 gals.).
 BC1537
 BC1537.The modeled gravity was interpolated from observed gravity values.
 BC1537
 BC1537;                    North         East    Units  Estimated Accuracy
 BC1537;SPC FL E     -   643,090.      139,090.      MT  (+/- 180 meters Scaled)
 BC1537
 BC1537                          SUPERSEDED SURVEY CONTROL
 BC1537
 BC1537  NGVD 29 (09/01/92)    3.360  (m)           11.02   (f) ADJUSTED    2 1
 BC1537
 BC1537.Superseded values are not recommended for survey control.
 BC1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1537.See file dsdata.txt to determine how the superseded data were derived.
 BC1537
 BC1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391340(NAD 83)
 BC1537_MARKER: DJ = TIDAL STATION DISK
 BC1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1537_SP_SET: CONCRETE HEADWALL
 BC1537_STAMPING: 872-0409 B 1978
 BC1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1537
 BC1537  HISTORY     - Date     Condition        Report By
 BC1537  HISTORY     - 1978     MONUMENTED       NOS
 BC1537  HISTORY     - 1978     GOOD             FLDNR
 BC1537
 BC1537                          STATION DESCRIPTION
 BC1537
 BC1537'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1537'MANDARIN.
 BC1537'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1537'PROCEED 3.4 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1537'MARK. MARK BEARS 38 FEET EAST OF THE INTERSECTION OF JULINGTON
 BC1537'CREEK ROAD AND STATE ROAD 13, 15.5 FEET WEST OF THE CENTER LINE
 BC1537'LEADING TO THE LITTLE CHAMP FOOD STORE, 90 FEET SOUTH OF THE
 BC1537'LITTLE CHAMP FOOD STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1536 ***********************************************************************
 BC1536  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1536  DESIGNATION -  872 0409 C TIDAL
 BC1536  PID         -  BC1536
 BC1536  STATE/COUNTY-  FL/DUVAL
 BC1536  USGS QUAD   -  ORANGE PARK (1993)
 BC1536
 BC1536                         *CURRENT SURVEY CONTROL
 BC1536  ___________________________________________________________________
 BC1536* NAD 83(1986)-  30 08 21.     (N)    081 37 58.     (W)     SCALED    
 BC1536* NAVD 88     -         4.666  (meters)      15.31   (feet)  ADJUSTED  
 BC1536  ___________________________________________________________________
 BC1536  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BC1536  DYNAMIC HT  -           4.660 (meters)      15.29  (feet)  COMP
 BC1536  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BC1536
 BC1536  VERT ORDER  -  SECOND    CLASS I
 BC1536
 BC1536.The horizontal coordinates were scaled from a topographic map and have
 BC1536.an estimated accuracy of +/- 6 seconds.
 BC1536
 BC1536.The orthometric height was determined by differential leveling
 BC1536.and adjusted by the National Geodetic Survey in June 1991..
 BC1536
 BC1536.This Tidal Bench Mark is designated as VM 5183
 BC1536.by the Center for Operational Oceanographic Products and Services.
 BC1536
 BC1536.The geoid height was determined by GEOID03.
 BC1536
 BC1536.The dynamic height is computed by dividing the NAVD 88
 BC1536.geopotential number by the normal gravity value computed on the
 BC1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1536.degrees latitude (g = 980.6199 gals.).
 BC1536
 BC1536.The modeled gravity was interpolated from observed gravity values.
 BC1536
 BC1536;                    North         East    Units  Estimated Accuracy
 BC1536;SPC FL E     -   643,460.      139,030.      MT  (+/- 180 meters Scaled)
 BC1536
 BC1536                          SUPERSEDED SURVEY CONTROL
 BC1536
 BC1536  NGVD 29 (09/01/92)    4.984  (m)           16.35   (f) ADJUSTED    2 1
 BC1536
 BC1536.Superseded values are not recommended for survey control.
 BC1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1536.See file dsdata.txt to determine how the superseded data were derived.
 BC1536
 BC1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP390343(NAD 83)
 BC1536_MARKER: DJ = TIDAL STATION DISK
 BC1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC1536_SP_SET: CONCRETE HEADWALL
 BC1536_STAMPING: 872-0409 C 1978
 BC1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1536
 BC1536  HISTORY     - Date     Condition        Report By
 BC1536  HISTORY     - 1978     MONUMENTED       NOS
 BC1536  HISTORY     - 1978     GOOD             FLDNR
 BC1536  HISTORY     - 1978     GOOD             FLDNR
 BC1536  HISTORY     - 20021018 MARK NOT FOUND   USPSQD
 BC1536
 BC1536                          STATION DESCRIPTION
 BC1536
 BC1536'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1536'MANDARIN.
 BC1536'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1536'PROCEED 3.0 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1536'MARK. MARK BEARS 21 FEET WEST OF THE CENTER LINE OF STATE ROAD
 BC1536'13, 180 FEET SOUTH OF THE INTERSECTION OF WESTBERRY ROAD AND STATE
 BC1536'ROAD 13, 30 FEET NORTHEAST OF THE FLAGPOLE IN FRONT OF THE ACE
 BC1536'HARDWARE STORE.
 BC1536
 BC1536                          STATION RECOVERY (1978)
 BC1536
 BC1536'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1536'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1536'PROCEED 3.0 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1536'MARK. MARK BEARS 21 FEET WEST OF THE CENTER LINE OF STATE ROAD
 BC1536'13, 180 FEET SOUTH OF THE INTERSECTION OF WESTBERRY ROAD AND STATE
 BC1536'ROAD 13, 30 FEET NORTHEAST OF THE FLAGPOLE IN FRONT OF THE ACE
 BC1536'HARDWARE STORE.
 BC1536
 BC1536                          STATION RECOVERY (2002)
 BC1536
 BC1536'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAS)
 BC1536'BC1536 - THIS MARK IS GONE. ACE HARDWARE WAS TORN DOWN IN 2000. A GATE
 BC1536'FOOD STORE AND GAS STATION BUILT IN 2001. SR 13 IS NOW 6 LANES PLUS A
 BC1536'CENTER TURN LANE AT THIS SITE. 21 FEET W OF THE CENTER OF SR 13 NOW IS
 BC1536'COVERED WITH ASPHALT. CARS RUSH SOUTH OVER WHERE THE MARK WAS ONCE
 BC1536'POSITIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4734 ***********************************************************************
 AJ4734  DESIGNATION -  872 0409 G TIDAL
 AJ4734  PID         -  AJ4734
 AJ4734  STATE/COUNTY-  FL/DUVAL
 AJ4734  USGS QUAD   -  ORANGE PARK (1993)
 AJ4734
 AJ4734                         *CURRENT SURVEY CONTROL
 AJ4734  ___________________________________________________________________
 AJ4734* NAD 83(1986)-  30 08 03.     (N)    081 37 51.     (W)     SCALED    
 AJ4734* NAVD 88     -         2.738  (meters)       8.98   (feet)  ADJUSTED  
 AJ4734  ___________________________________________________________________
 AJ4734  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AJ4734  DYNAMIC HT  -           2.734 (meters)       8.97  (feet)  COMP
 AJ4734  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 AJ4734
 AJ4734  VERT ORDER  -  SECOND    CLASS I
 AJ4734
 AJ4734.The horizontal coordinates were scaled from a topographic map and have
 AJ4734.an estimated accuracy of +/- 6 seconds.
 AJ4734
 AJ4734.The orthometric height was determined by differential leveling
 AJ4734.and adjusted by the National Geodetic Survey in April 2002..
 AJ4734.No vertical observational check was made to the station.
 AJ4734
 AJ4734.The geoid height was determined by GEOID03.
 AJ4734
 AJ4734.The dynamic height is computed by dividing the NAVD 88
 AJ4734.geopotential number by the normal gravity value computed on the
 AJ4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4734.degrees latitude (g = 980.6199 gals.).
 AJ4734
 AJ4734.The modeled gravity was interpolated from observed gravity values.
 AJ4734
 AJ4734;                    North         East    Units  Estimated Accuracy
 AJ4734;SPC FL E     -   642,910.      139,220.      MT  (+/- 180 meters Scaled)
 AJ4734
 AJ4734                          SUPERSEDED SURVEY CONTROL
 AJ4734
 AJ4734.No superseded survey control is available for this station.
 AJ4734
 AJ4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP392338(NAD 83)
 AJ4734_MARKER: DJ = TIDAL STATION DISK
 AJ4734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ4734_SP_SET: BRIDGE WALKWAY
 AJ4734_STAMPING: 0409 G 1987
 AJ4734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4734
 AJ4734  HISTORY     - Date     Condition        Report By
 AJ4734  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4734  HISTORY     - 20021018 MARK NOT FOUND   USPSQD
 AJ4734
 AJ4734                          STATION DESCRIPTION
 AJ4734
 AJ4734'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4734'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4734'INTERSTATE 295, GO 3.35 MILES SOUTH ALONG STATE ROAD 13 TO THE NORTH
 AJ4734'END OF THE BRIDGE OVER JULINGTON CREEK.  THE MARK BEARS 16.5 FEET
 AJ4734'EAST-NORTHEAST OF THE CENTERLINE OF STATE ROAD 13, 13.1 FEET
 AJ4734'SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE GUARDRAIL AND
 AJ4734'IS SET IN THE EASTERLY BRIDGE WALKWAY.  THE MARK IS 0.5 FT ABOVE THE
 AJ4734'ROAD.
 AJ4734
 AJ4734                          STATION RECOVERY (2002)
 AJ4734
 AJ4734'RECOVERY NOTE BY US POWER SQUADRON 2002 (RBS)
 AJ4734'AJ4734- THE JULINGTON CREEK BRIDGE WAS WIDENED FROM TWO LANES TO 4
 AJ4734'LANES IN ABOUT 1986. THE WALKWAYS E AND W OF THE BRIDGE WERE REBUILT.
 AJ4734'THERE IS A NEW FL DOT BRASS SURVEY MARK, STAMPED 0409U IN THE E
 AJ4734'CONCRETE RAIL, 97 FT S OF THE N RAIL END. L N30 08.047' LO W081
 AJ4734'37.876' WHEN MEASURED WITH A GARMIN GPS III, SN 40814574. EPE = 15FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4733 ***********************************************************************
 AJ4733  DESIGNATION -  872 0409 H TIDAL
 AJ4733  PID         -  AJ4733
 AJ4733  STATE/COUNTY-  FL/DUVAL
 AJ4733  USGS QUAD   -  ORANGE PARK (1993)
 AJ4733
 AJ4733                         *CURRENT SURVEY CONTROL
 AJ4733  ___________________________________________________________________
 AJ4733* NAD 83(1986)-  30 08 11.     (N)    081 37 54.     (W)     SCALED    
 AJ4733* NAVD 88     -         2.909  (meters)       9.54   (feet)  ADJUSTED  
 AJ4733  ___________________________________________________________________
 AJ4733  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AJ4733  DYNAMIC HT  -           2.906 (meters)       9.53  (feet)  COMP
 AJ4733  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 AJ4733
 AJ4733  VERT ORDER  -  SECOND    CLASS I
 AJ4733
 AJ4733.The horizontal coordinates were scaled from a topographic map and have
 AJ4733.an estimated accuracy of +/- 6 seconds.
 AJ4733
 AJ4733.The orthometric height was determined by differential leveling
 AJ4733.and adjusted by the National Geodetic Survey in April 2002..
 AJ4733
 AJ4733.The geoid height was determined by GEOID03.
 AJ4733
 AJ4733.The dynamic height is computed by dividing the NAVD 88
 AJ4733.geopotential number by the normal gravity value computed on the
 AJ4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4733.degrees latitude (g = 980.6199 gals.).
 AJ4733
 AJ4733.The modeled gravity was interpolated from observed gravity values.
 AJ4733
 AJ4733;                    North         East    Units  Estimated Accuracy
 AJ4733;SPC FL E     -   643,150.      139,140.      MT  (+/- 180 meters Scaled)
 AJ4733
 AJ4733                          SUPERSEDED SURVEY CONTROL
 AJ4733
 AJ4733.No superseded survey control is available for this station.
 AJ4733
 AJ4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391340(NAD 83)
 AJ4733_MARKER: DJ = TIDAL STATION DISK
 AJ4733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ4733_SP_SET: DRAIN BOX
 AJ4733_STAMPING: 0409 H 1987
 AJ4733_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4733+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 AJ4733
 AJ4733  HISTORY     - Date     Condition        Report By
 AJ4733  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4733  HISTORY     - 20021018 GOOD             USPSQD
 AJ4733  HISTORY     - 20040730 GOOD             USPSQD
 AJ4733
 AJ4733                          STATION DESCRIPTION
 AJ4733
 AJ4733'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4733'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4733'INTERSTATE 295 IN MANDARIN, GO 3.15 MILES SOUTH ALONG STATE ROAD 13 TO
 AJ4733'THE JUNCTION OF JULINGTON CREEK ROAD AND THE MARK.  THE MARK BEARS
 AJ4733'74.5 FEET EAST OF THE FACE OF THE EAST CURB OF STATE ROAD 13, 16.6
 AJ4733'FEET NORTH OF THE CENTERLINE OF JULINGTON CREEK ROAD, 66.9 FEET
 AJ4733'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE AMERICAN FEDERAL BANK
 AJ4733'BUILDING, 19.0 FEET WEST OF THE NORTHWEST CORNER OF A 3.5 FEET BY 4.2
 AJ4733'FEET BOX DRAIN.  THE MARK IS 0.5 FT BELOW THE JULINGTON CREEK ROAD.
 AJ4733
 AJ4733                          STATION RECOVERY (2002)
 AJ4733
 AJ4733'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAS)
 AJ4733'AJ4733 - THE AMERICAN FEDERAL BANK HAS BEEN RENAMED THE PROSPERITY
 AJ4733'BANK AND IS AT 12689 SAN JOSE AVE. THE MARK COORDINATES, TAKEN WITH A
 AJ4733'GARMIN GPSIII, SN 40814574, ARE L N 30 08.192, LO W 081 37.933, EPE
 AJ4733'14'.
 AJ4733
 AJ4733                          STATION RECOVERY (2004)
 AJ4733
 AJ4733'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AJ4733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4732 ***********************************************************************
 AJ4732  DESIGNATION -  872 0409 J TIDAL
 AJ4732  PID         -  AJ4732
 AJ4732  STATE/COUNTY-  FL/DUVAL
 AJ4732  USGS QUAD   -  ORANGE PARK (1993)
 AJ4732
 AJ4732                         *CURRENT SURVEY CONTROL
 AJ4732  ___________________________________________________________________
 AJ4732* NAD 83(1986)-  30 08 26.     (N)    081 37 54.     (W)     SCALED    
 AJ4732* NAVD 88     -         4.641  (meters)      15.23   (feet)  ADJUSTED  
 AJ4732  ___________________________________________________________________
 AJ4732  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AJ4732  DYNAMIC HT  -           4.635 (meters)      15.21  (feet)  COMP
 AJ4732  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 AJ4732
 AJ4732  VERT ORDER  -  SECOND    CLASS I
 AJ4732
 AJ4732.The horizontal coordinates were scaled from a topographic map and have
 AJ4732.an estimated accuracy of +/- 6 seconds.
 AJ4732
 AJ4732.The orthometric height was determined by differential leveling
 AJ4732.and adjusted by the National Geodetic Survey in April 2002..
 AJ4732
 AJ4732.The geoid height was determined by GEOID03.
 AJ4732
 AJ4732.The dynamic height is computed by dividing the NAVD 88
 AJ4732.geopotential number by the normal gravity value computed on the
 AJ4732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4732.degrees latitude (g = 980.6199 gals.).
 AJ4732
 AJ4732.The modeled gravity was interpolated from observed gravity values.
 AJ4732
 AJ4732;                    North         East    Units  Estimated Accuracy
 AJ4732;SPC FL E     -   643,620.      139,140.      MT  (+/- 180 meters Scaled)
 AJ4732
 AJ4732                          SUPERSEDED SURVEY CONTROL
 AJ4732
 AJ4732.No superseded survey control is available for this station.
 AJ4732
 AJ4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391345(NAD 83)
 AJ4732_MARKER: DJ = TIDAL STATION DISK
 AJ4732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ4732_SP_SET: BOX DRAIN
 AJ4732_STAMPING: 0409 J 1987
 AJ4732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4732
 AJ4732  HISTORY     - Date     Condition        Report By
 AJ4732  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4732  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AJ4732
 AJ4732                          STATION DESCRIPTION
 AJ4732
 AJ4732'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4732'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4732'INTERSTATE 295 IN MANDARIN, GO 2.9 MILES SOUTH ALONG STATE ROAD 13 TO
 AJ4732'THE JUNCTION OF WESTBERRY ROAD AND THE MARK.  THE MARK BEARS 40.9 FEET
 AJ4732'WEST OF THE FACE OF THE WEST CURB OF STATE ROAD 13, 27.5 FEET NORTH OF
 AJ4732'THE CENTERLINE OF WESTBERRY ROAD, 67.2 FEET SOUTHEAST OF THE SOUTHEAST
 AJ4732'CORNER OF THE GATE FOOD STORE, AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST
 AJ4732'CORNER OF A 4.3 FEET BY 3.3 FEET BOX DRAIN.
 AJ4732
 AJ4732                          STATION RECOVERY (2002)
 AJ4732
 AJ4732'RECOVERY NOTE BY US POWER SQUADRON 2002 (RBS)
 AJ4732'THE CURB OF SAN JOSE AVE HAS MOVED SINCE 1987 BECAUSE THE ROAD WAS
 AJ4732'WIDENED FROM LESS THAN 42 FEET TO 89 FT. THE GATE FOOD STORE HAS BEEN
 AJ4732'DEMOLISHED AND A KENTUCKY FRIED CHICKEN NOW STANDS ON THE SITE. CAN
 AJ4732'NOT LOCATE THE REFERENCED HEADWALL. MARK PROBABLY DESTROYED IN ONE OF
 AJ4732'THE CONSTRUCTION PROJECTS AT THIS SITE.
 AJ4732' 
 AJ4732' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4731 ***********************************************************************
 AJ4731  DESIGNATION -  872 0409 K TIDAL
 AJ4731  PID         -  AJ4731
 AJ4731  STATE/COUNTY-  FL/DUVAL
 AJ4731  USGS QUAD   -  ORANGE PARK (1993)
 AJ4731
 AJ4731                         *CURRENT SURVEY CONTROL
 AJ4731  ___________________________________________________________________
 AJ4731* NAD 83(1986)-  30 08 51.     (N)    081 37 54.     (W)     SCALED    
 AJ4731* NAVD 88     -         6.749  (meters)      22.14   (feet)  ADJUSTED  
 AJ4731  ___________________________________________________________________
 AJ4731  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AJ4731  DYNAMIC HT  -           6.740 (meters)      22.11  (feet)  COMP
 AJ4731  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 AJ4731
 AJ4731  VERT ORDER  -  SECOND    CLASS I
 AJ4731
 AJ4731.The horizontal coordinates were scaled from a topographic map and have
 AJ4731.an estimated accuracy of +/- 6 seconds.
 AJ4731
 AJ4731.The orthometric height was determined by differential leveling
 AJ4731.and adjusted by the National Geodetic Survey in April 2002..
 AJ4731
 AJ4731.The geoid height was determined by GEOID03.
 AJ4731
 AJ4731.The dynamic height is computed by dividing the NAVD 88
 AJ4731.geopotential number by the normal gravity value computed on the
 AJ4731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4731.degrees latitude (g = 980.6199 gals.).
 AJ4731
 AJ4731.The modeled gravity was interpolated from observed gravity values.
 AJ4731
 AJ4731;                    North         East    Units  Estimated Accuracy
 AJ4731;SPC FL E     -   644,390.      139,150.      MT  (+/- 180 meters Scaled)
 AJ4731
 AJ4731                          SUPERSEDED SURVEY CONTROL
 AJ4731
 AJ4731.No superseded survey control is available for this station.
 AJ4731
 AJ4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391352(NAD 83)
 AJ4731_MARKER: DJ = TIDAL STATION DISK
 AJ4731_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ4731+WITH SETTING: PAVEMENT
 AJ4731_SP_SET: ELECTRIC BOX PAD
 AJ4731_STAMPING: 0409 K 1987
 AJ4731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4731
 AJ4731  HISTORY     - Date     Condition        Report By
 AJ4731  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4731  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AJ4731
 AJ4731                          STATION DESCRIPTION
 AJ4731
 AJ4731'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4731'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4731'INTERSTATE 295 IN MANDARIN, GO 2.4 MILES SOUTH ALONG STATE ROAD 13 TO
 AJ4731'THE FIRST FEDERAL BANK AND THE MARK.  THE MARK BEARS 61.5 FEET
 AJ4731'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BANK BUILDING, 17.3
 AJ4731'FEET WEST OF THE FACE OF THE WEST CURB OF STATE ROAD 13, 1.1 FEET
 AJ4731'SOUTHWEST OF AN 8-INCH DIAMETER 4-FOOT HIGH YELLOW GUARDPOST, AND 0.6
 AJ4731'FOOT SOUTHWEST OF THE NORTHEAST CORNER OF A 6-FOOT BY 8-FOOT CONCRETE
 AJ4731'PAD FOR ELECTRIC BOX NUMBER 12230.  THE MARK IS 2.0 FT ABOVE THE ROAD.
 AJ4731
 AJ4731                          STATION RECOVERY (2002)
 AJ4731
 AJ4731'RECOVERY NOTE BY US POWER SQUADRON 2002 (RBS)
 AJ4731'THE CURB OF SAN JOSE AVE HAS MOVED SINCE 1987 BECAUSE THE ROAD WAS
 AJ4731'WIDENED FROM LESS THAN 42 FEET TO 89 FT. UNABLE TO LOCATE THE FIRST
 AJ4731'FEDERAL BANK BUILDING, THE  6' BY 8' CONCRETE PAD WITH ELECTRIC
 AJ4731'UTILITY BOX 12230 OR THE YELLOW GUARD POST. MARK PROBABLY DESTROYED IN
 AJ4731'THE WIDENING OF SAN JOSE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6900 ***********************************************************************
 DE6900  DESIGNATION -  872 0409 S TIDAL
 DE6900  PID         -  DE6900
 DE6900  STATE/COUNTY-  FL/DUVAL
 DE6900  USGS QUAD   -  ORANGE PARK (1993)
 DE6900
 DE6900                         *CURRENT SURVEY CONTROL
 DE6900  ___________________________________________________________________
 DE6900* NAD 83(1986)-  30 08 24.     (N)    081 37 57.     (W)     SCALED    
 DE6900* NAVD 88     -         4.671  (meters)      15.32   (feet)  ADJUSTED  
 DE6900  ___________________________________________________________________
 DE6900  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DE6900  DYNAMIC HT  -           4.665 (meters)      15.31  (feet)  COMP
 DE6900  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 DE6900
 DE6900  VERT ORDER  -  SECOND    CLASS I
 DE6900
 DE6900.The horizontal coordinates were scaled from a topographic map and have
 DE6900.an estimated accuracy of +/- 6 seconds.
 DE6900
 DE6900.The orthometric height was determined by differential leveling
 DE6900.and adjusted by the National Geodetic Survey in May 2004..
 DE6900
 DE6900.The geoid height was determined by GEOID03.
 DE6900
 DE6900.The dynamic height is computed by dividing the NAVD 88
 DE6900.geopotential number by the normal gravity value computed on the
 DE6900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6900.degrees latitude (g = 980.6199 gals.).
 DE6900
 DE6900.The modeled gravity was interpolated from observed gravity values.
 DE6900
 DE6900;                    North         East    Units  Estimated Accuracy
 DE6900;SPC FL E     -   643,560.      139,060.      MT  (+/- 180 meters Scaled)
 DE6900
 DE6900                          SUPERSEDED SURVEY CONTROL
 DE6900
 DE6900.No superseded survey control is available for this station.
 DE6900
 DE6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP390344(NAD 83)
 DE6900_MARKER: DJ = TIDAL STATION DISK
 DE6900_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6900_SP_SET: MAN HOLE
 DE6900_STAMPING: 0409 S 1999
 DE6900_MARK LOGO: NOS   
 DE6900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6900+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6900
 DE6900  HISTORY     - Date     Condition        Report By
 DE6900  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6900
 DE6900                          STATION DESCRIPTION
 DE6900
 DE6900'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6900'THE MARK IS ABOUT 42.0 MI (67.6 KM) NORTH OF SPUDS, 17.4 MI (28.0 KM)
 DE6900'SOUTH OF JACKSONVILLE, 5.4 MI (8.7 KM) NORTHEAST OF SWITZERLAND, ON
 DE6900'STATE ROAD 13, IN SECTION 47, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6900'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6900'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6900'BOULEVARD) FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF WESTBERRY ROAD ON
 DE6900'THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE WEST CORNER OF THE
 DE6900'CONCRETE AROUND A MAN HOLE, FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM)
 DE6900'ABOVE THE LEVEL OF STATE ROAD 13. LOCATED 38.0 FT (11.6 M) NORTH OF
 DE6900'THE CENTERLINE OF WESTBERRY ROAD, 32.0 FT (9.8 M) WEST OF THE
 DE6900'APPROXIMATE CENTERLINE OF STATE ROAD 13, 4.3 FT (1.3 M) SOUTH OF A
 DE6900'CONCRETE LIGHT POLE NUMBER 12544 AND 1.5 FT (0.5 M) WEST OF A MAN
 DE6900'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6899 ***********************************************************************
 DE6899  DESIGNATION -  872 0409 T TIDAL
 DE6899  PID         -  DE6899
 DE6899  STATE/COUNTY-  FL/DUVAL
 DE6899  USGS QUAD   -  ORANGE PARK (1993)
 DE6899
 DE6899                         *CURRENT SURVEY CONTROL
 DE6899  ___________________________________________________________________
 DE6899* NAD 83(1986)-  30 08 11.     (N)    081 37 56.     (W)     SCALED    
 DE6899* NAVD 88     -         3.077  (meters)      10.10   (feet)  ADJUSTED  
 DE6899  ___________________________________________________________________
 DE6899  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DE6899  DYNAMIC HT  -           3.073 (meters)      10.08  (feet)  COMP
 DE6899  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 DE6899
 DE6899  VERT ORDER  -  SECOND    CLASS I
 DE6899
 DE6899.The horizontal coordinates were scaled from a topographic map and have
 DE6899.an estimated accuracy of +/- 6 seconds.
 DE6899
 DE6899.The orthometric height was determined by differential leveling
 DE6899.and adjusted by the National Geodetic Survey in May 2004..
 DE6899
 DE6899.The geoid height was determined by GEOID03.
 DE6899
 DE6899.The dynamic height is computed by dividing the NAVD 88
 DE6899.geopotential number by the normal gravity value computed on the
 DE6899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6899.degrees latitude (g = 980.6199 gals.).
 DE6899
 DE6899.The modeled gravity was interpolated from observed gravity values.
 DE6899
 DE6899;                    North         East    Units  Estimated Accuracy
 DE6899;SPC FL E     -   643,160.      139,090.      MT  (+/- 180 meters Scaled)
 DE6899
 DE6899                          SUPERSEDED SURVEY CONTROL
 DE6899
 DE6899.No superseded survey control is available for this station.
 DE6899
 DE6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391340(NAD 83)
 DE6899_MARKER: DJ = TIDAL STATION DISK
 DE6899_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6899_SP_SET: BOX DRAIN
 DE6899_STAMPING: 0409 T 1999
 DE6899_MARK LOGO: NOS   
 DE6899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6899+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 DE6899
 DE6899  HISTORY     - Date     Condition        Report By
 DE6899  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6899  HISTORY     - 20060217 GOOD             USPSQD
 DE6899
 DE6899                          STATION DESCRIPTION
 DE6899
 DE6899'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6899'THE MARK IS ABOUT 42.2 MI (67.9 KM) NORTH OF SPUDS, 17.6 MI (28.3 KM)
 DE6899'SOUTH OF JACKSONVILLE, 5.1 MI (8.2 KM) NORTHEAST OF SWITZERLAND, ON
 DE6899'STATE ROAD 13, IN SECTION 55, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6899'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6899'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6899'BOULEVARD) FOR 3.25 MI (5.23 KM) TO THE JUNCTION OF JULINGTON CREEK
 DE6899'ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE SOUTHWEST CORNER
 DE6899'OF A CONCRETE BOX DRAIN FLUSH WITH THE GROUND AND LEVEL WITH JULINGTON
 DE6899'CREEK ROAD. LOCATED 85.0 FT (25.9 M) SOUTH OF THE SOUTHWEST CORNER OF
 DE6899'PROSPERITY BANK, 58.7 FT (17.9 M) EAST OF THE EAST CURB OF THE
 DE6899'NORTHBOUND LANES OF STATE ROAD 13, 49.0 FT (14.9 M) EAST OF A CONCRETE
 DE6899'LIGHT POLE NUMBER 12691, 37.5 FT (11.4 M) NORTH OF THE CENTERLINE OF
 DE6899'JULINGTON CREEK ROAD AND 14.4 FT (4.4 M) NORTH OF AN ELECTRIC BOX
 DE6899'NUMBER 12609.
 DE6899
 DE6899                          STATION RECOVERY (2006)
 DE6899
 DE6899'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBS)
 DE6899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6898 ***********************************************************************
 DE6898  DESIGNATION -  872 0409 U TIDAL
 DE6898  PID         -  DE6898
 DE6898  STATE/COUNTY-  FL/ST JOHNS
 DE6898  USGS QUAD   -  ORANGE PARK (1993)
 DE6898
 DE6898                         *CURRENT SURVEY CONTROL
 DE6898  ___________________________________________________________________
 DE6898* NAD 83(1986)-  30 08 02.     (N)    081 37 52.     (W)     SCALED    
 DE6898* NAVD 88     -         3.708  (meters)      12.17   (feet)  ADJUSTED  
 DE6898  ___________________________________________________________________
 DE6898  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DE6898  DYNAMIC HT  -           3.704 (meters)      12.15  (feet)  COMP
 DE6898  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 DE6898
 DE6898  VERT ORDER  -  SECOND    CLASS I
 DE6898
 DE6898.The horizontal coordinates were scaled from a topographic map and have
 DE6898.an estimated accuracy of +/- 6 seconds.
 DE6898
 DE6898.The orthometric height was determined by differential leveling
 DE6898.and adjusted by the National Geodetic Survey in May 2004..
 DE6898
 DE6898.The geoid height was determined by GEOID03.
 DE6898
 DE6898.The dynamic height is computed by dividing the NAVD 88
 DE6898.geopotential number by the normal gravity value computed on the
 DE6898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6898.degrees latitude (g = 980.6199 gals.).
 DE6898
 DE6898.The modeled gravity was interpolated from observed gravity values.
 DE6898
 DE6898;                    North         East    Units  Estimated Accuracy
 DE6898;SPC FL E     -   642,880.      139,190.      MT  (+/- 180 meters Scaled)
 DE6898
 DE6898                          SUPERSEDED SURVEY CONTROL
 DE6898
 DE6898.No superseded survey control is available for this station.
 DE6898
 DE6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP392337(NAD 83)
 DE6898_MARKER: DD = SURVEY DISK
 DE6898_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6898_SP_SET: BRIDGE GUARDRAIL
 DE6898_STAMPING: 0409 U
 DE6898_MARK LOGO: FLDT  
 DE6898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6898+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 DE6898
 DE6898  HISTORY     - Date     Condition        Report By
 DE6898  HISTORY     - UNK      MONUMENTED       FLDT
 DE6898  HISTORY     - 19990722 GOOD             FLDEP
 DE6898  HISTORY     - 20040730 GOOD             USPSQD
 DE6898  HISTORY     - 20060217 GOOD             USPSQD
 DE6898
 DE6898                          STATION DESCRIPTION
 DE6898
 DE6898'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6898'THE MARK IS ABOUT 42.3 MI (68.1 KM) NORTH OF SPUDS, 17.7 MI (28.5 KM)
 DE6898'SOUTH OF JACKSONVILLE, 4.9 MI (7.9 KM) NORTHEAST OF SWITZERLAND, ON
 DE6898'STATE ROAD 13, IN SECTION 55, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6898'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6898'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6898'BOULEVARD) FOR 3.45 MI (5.55 KM) TO THE NORTH END OF THE BRIDGE OVER
 DE6898'JULINGTON CREEK AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 DE6898'NORTHEAST BRIDGE GUARDRAIL, 2.7 FT (0.8 M) ABOVE THE LEVEL OF STATE
 DE6898'ROAD 13. LOCATED 187.6 FT (57.2 M) SOUTH OF THE CENTERLINE OF THE
 DE6898'ENTRANCE TO JULINGTON CREEK MARINE, 96.7 FT (29.5 M) SOUTHEAST OF THE
 DE6898'NORTH END OF THE BRIDGE GUARDRAIL AND 22.5 FT (6.9 M) NORTHEAST OF THE
 DE6898'CENTERLINE OF THE NORTHBOUND LANES OF STATE ROAD 13.
 DE6898
 DE6898                          STATION RECOVERY (2004)
 DE6898
 DE6898'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAS)
 DE6898'RECOVERED IN GOOD CONDITION.
 DE6898
 DE6898                          STATION RECOVERY (2006)
 DE6898
 DE6898'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBS)
 DE6898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1462 ***********************************************************************
 BC1462  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1462  DESIGNATION -  872 0434 A TIDAL
 BC1462  PID         -  BC1462
 BC1462  STATE/COUNTY-  FL/CLAY
 BC1462  USGS QUAD   -  MIDDLEBURG (1993)
 BC1462
 BC1462                         *CURRENT SURVEY CONTROL
 BC1462  ___________________________________________________________________
 BC1462* NAD 83(1986)-  30 04 54.     (N)    081 45 42.     (W)     SCALED    
 BC1462* NAVD 88     -         1.65   (meters)       5.4    (feet)  U HEIGHT  
 BC1462  ___________________________________________________________________
 BC1462  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BC1462  DYNAMIC HT  -           1.65  (meters)       5.4   (feet)  COMP
 BC1462  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BC1462
 BC1462  VERT ORDER  -  THIRD
 BC1462
 BC1462.The horizontal coordinates were scaled from a topographic map and have
 BC1462.an estimated accuracy of +/- 6 seconds.
 BC1462
 BC1462.The orthometric height was determined by differential leveling
 BC1462.and adjusted by the National Geodetic Survey in April 2002..
 BC1462.No vertical observational check was made to the station.
 BC1462.WARNING-Repeat measurements at this control monument indicate possible
 BC1462.vertical movement.
 BC1462
 BC1462.This Tidal Bench Mark is designated as VM 5187
 BC1462.by the Center for Operational Oceanographic Products and Services.
 BC1462
 BC1462.The geoid height was determined by GEOID03.
 BC1462
 BC1462.The dynamic height is computed by dividing the NAVD 88
 BC1462.geopotential number by the normal gravity value computed on the
 BC1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1462.degrees latitude (g = 980.6199 gals.).
 BC1462
 BC1462.The modeled gravity was interpolated from observed gravity values.
 BC1462
 BC1462;                    North         East    Units  Estimated Accuracy
 BC1462;SPC FL E     -   637,170.      126,570.      MT  (+/- 180 meters Scaled)
 BC1462
 BC1462                          SUPERSEDED SURVEY CONTROL
 BC1462
 BC1462.No superseded survey control is available for this station.
 BC1462
 BC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP265280(NAD 83)
 BC1462_MARKER: DJ = TIDAL STATION DISK
 BC1462_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC1462_SP_SET: BRIDGE FOOTING
 BC1462_STAMPING: 0434 A 1978
 BC1462_MARK LOGO: NOS   
 BC1462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1462
 BC1462  HISTORY     - Date     Condition        Report By
 BC1462  HISTORY     - 1978     MONUMENTED       NOS
 BC1462  HISTORY     - 1978     GOOD             FLDNR
 BC1462  HISTORY     - 1987     GOOD             FLDNR
 BC1462
 BC1462                          STATION DESCRIPTION
 BC1462
 BC1462'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1462'7 MI NW FROM GREEN COVE SPRINGS.
 BC1462'BEGIN AT THE INTERSECTION OF KINGSLEY AVENUE IN ORANGE PARK AND U.S.
 BC1462'HIGHWAY 17. PROCEED SOUTHERLY ON U.S. HIGHWAY 17 FOR 4.5 MILES TO
 BC1462'STATE ROAD 220. PROCEED WESTERLY ON STATE ROAD 220 FOR 3.9 MILES TO
 BC1462'SLEEPY HOLLOW ROAD. PROCEED SOUTHERLY ON SLEEPY HOLLOW ROAD (SLEEPY
 BC1462'HOLLOW ROAD BECOMES A DIRT ROAD AFTER 0.35 MILES) FOR 1.2 MILES TO THE
 BC1462'INTERSECTION OF A DIRT DRIVE. PROCEED SOUTH ON DIRT DRIVE 0.25 MILES
 BC1462'TO THE MARK ON THE RIGHT 31 FEET SOUTHWEST OF THE CENTER LINE OF DIRT
 BC1462'DRIVE LEADING TO THE GAGE, 8 FEET NORTH OF NORTH SHORELINE OF BLACK
 BC1462'CREEK, 120 FEET WEST OF SOUTHERN COAST LINE RAILROAD BRIDGE, 17 FEET
 BC1462'NORTHEAST OF CYPRESS TREE.
 BC1462
 BC1462                          STATION RECOVERY (1987)
 BC1462
 BC1462'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1461 ***********************************************************************
 BC1461  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1461  DESIGNATION -  872 0434 B TIDAL
 BC1461  PID         -  BC1461
 BC1461  STATE/COUNTY-  FL/CLAY
 BC1461  USGS QUAD   -  MIDDLEBURG (1993)
 BC1461
 BC1461                         *CURRENT SURVEY CONTROL
 BC1461  ___________________________________________________________________
 BC1461* NAD 83(1986)-  30 05 04.     (N)    081 45 40.     (W)     SCALED    
 BC1461* NAVD 88     -         4.96   (meters)      16.3    (feet)  U HEIGHT  
 BC1461  ___________________________________________________________________
 BC1461  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BC1461  DYNAMIC HT  -           4.95  (meters)      16.2   (feet)  COMP
 BC1461  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BC1461
 BC1461  VERT ORDER  -  THIRD
 BC1461
 BC1461.The horizontal coordinates were scaled from a topographic map and have
 BC1461.an estimated accuracy of +/- 6 seconds.
 BC1461
 BC1461.The orthometric height was determined by differential leveling
 BC1461.and adjusted by the National Geodetic Survey in April 2002..
 BC1461.The height was determined by precise leveling from only one NSRS
 BC1461.bench mark.  This was not adequate "tie leveling" to NSRS, and
 BC1461.this height should be used with CAUTION.
 BC1461
 BC1461.This Tidal Bench Mark is designated as VM 5188
 BC1461.by the Center for Operational Oceanographic Products and Services.
 BC1461
 BC1461.The geoid height was determined by GEOID03.
 BC1461
 BC1461.The dynamic height is computed by dividing the NAVD 88
 BC1461.geopotential number by the normal gravity value computed on the
 BC1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1461.degrees latitude (g = 980.6199 gals.).
 BC1461
 BC1461.The modeled gravity was interpolated from observed gravity values.
 BC1461
 BC1461;                    North         East    Units  Estimated Accuracy
 BC1461;SPC FL E     -   637,470.      126,630.      MT  (+/- 180 meters Scaled)
 BC1461
 BC1461                          SUPERSEDED SURVEY CONTROL
 BC1461
 BC1461.No superseded survey control is available for this station.
 BC1461
 BC1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266283(NAD 83)
 BC1461_MARKER: DJ = TIDAL STATION DISK
 BC1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1461_SP_SET: CONCRETE POST
 BC1461_STAMPING: 0434 B 1978
 BC1461_MARK LOGO: NOS   
 BC1461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1461+STABILITY: SURFACE MOTION
 BC1461
 BC1461  HISTORY     - Date     Condition        Report By
 BC1461  HISTORY     - 1978     MONUMENTED       NOS
 BC1461  HISTORY     - 1978     GOOD             FLDNR
 BC1461  HISTORY     - 1987     GOOD             FLDNR
 BC1461
 BC1461                          STATION DESCRIPTION
 BC1461
 BC1461'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1461'7.2 MI NW FROM GREEN COVE SPRINGS.
 BC1461'BEGIN AT THE INTERSECTION OF KINGSLEY AVENUE IN ORANGE PARK AND U.S.
 BC1461'HIGHWAY 17. PROCEED SOUTHERLY ON U.S. HIGHWAY 17 FOR 4.5 MILES TO
 BC1461'STATE ROAD 220. PROCEED WESTERLY ON STATE ROAD 220 FOR 3.9 MILES TO
 BC1461'SLEEPY HOLLOW ROAD. PROCEED SOUTHERLY ON SLEEPY HOLLOW ROAD (SLEEPY
 BC1461'HOLLOW ROAD BECOMES A DIRT ROAD AFTER 0.35 MILES) FOR 1.2 MILES TO
 BC1461'THE INTERSECTION OF A DIRT DRIVE. PROCEED SOUTH ON THE DIRT DRIVE
 BC1461'0.05 MILES TO THE MARK ON THE LEFT. MARK BEARS 29 FEET EAST OF CENTER
 BC1461'LINE OF A DIRT DRIVE LEADING TO THE GAGE, 100 FEET WEST OF THE
 BC1461'RAILROAD TRACKS, 30 FEET NORTHWEST OF A TELEPHONE POLE (POLE IS THE
 BC1461'FOURTH POLE FROM THE NORTH BANK OF THE CREEK
 BC1461
 BC1461                          STATION RECOVERY (1987)
 BC1461
 BC1461'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1461'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1460 ***********************************************************************
 BC1460  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1460  DESIGNATION -  872 0434 C TIDAL
 BC1460  PID         -  BC1460
 BC1460  STATE/COUNTY-  FL/CLAY
 BC1460  USGS QUAD   -  MIDDLEBURG (1993)
 BC1460
 BC1460                         *CURRENT SURVEY CONTROL
 BC1460  ___________________________________________________________________
 BC1460* NAD 83(1986)-  30 05 06.     (N)    081 45 41.     (W)     SCALED    
 BC1460* NAVD 88     -         4.66   (meters)      15.3    (feet)  U HEIGHT  
 BC1460  ___________________________________________________________________
 BC1460  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BC1460  DYNAMIC HT  -           4.65  (meters)      15.3   (feet)  COMP
 BC1460  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BC1460
 BC1460  VERT ORDER  -  THIRD
 BC1460
 BC1460.The horizontal coordinates were scaled from a topographic map and have
 BC1460.an estimated accuracy of +/- 6 seconds.
 BC1460
 BC1460.The orthometric height was determined by differential leveling
 BC1460.and adjusted by the National Geodetic Survey in April 2002..
 BC1460.WARNING-Repeat measurements at this control monument indicate possible
 BC1460.vertical movement.
 BC1460
 BC1460.This Tidal Bench Mark is designated as VM 5189
 BC1460.by the Center for Operational Oceanographic Products and Services.
 BC1460
 BC1460.The geoid height was determined by GEOID03.
 BC1460
 BC1460.The dynamic height is computed by dividing the NAVD 88
 BC1460.geopotential number by the normal gravity value computed on the
 BC1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1460.degrees latitude (g = 980.6199 gals.).
 BC1460
 BC1460.The modeled gravity was interpolated from observed gravity values.
 BC1460
 BC1460;                    North         East    Units  Estimated Accuracy
 BC1460;SPC FL E     -   637,530.      126,600.      MT  (+/- 180 meters Scaled)
 BC1460
 BC1460                          SUPERSEDED SURVEY CONTROL
 BC1460
 BC1460.No superseded survey control is available for this station.
 BC1460
 BC1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266284(NAD 83)
 BC1460_MARKER: DJ = TIDAL STATION DISK
 BC1460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1460_SP_SET: COPPER CLAD STEEL ROD
 BC1460_STAMPING: 0434 C 1978
 BC1460_MARK LOGO: NOS   
 BC1460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1460
 BC1460  HISTORY     - Date     Condition        Report By
 BC1460  HISTORY     - 1978     MONUMENTED       NOS
 BC1460  HISTORY     - 1978     GOOD             FLDNR
 BC1460  HISTORY     - 1987     GOOD             FLDNR
 BC1460
 BC1460                          STATION DESCRIPTION
 BC1460
 BC1460'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1460'7.2 MI NW FROM GREEN COVE SPRINGS.
 BC1460'BEGIN AT THE INTERSECTION OF KINGSLEY AVENUE IN ORANGE PARK AND
 BC1460'U.S. HIGHWAY 17. PROCEED SOUTNERLY ON U.S. HIGHWAY 17 FOR 4.5 MILES
 BC1460'TO STATE ROAD 220. PROCEED WESTERLY ON STATE ROAD 220 FOR 3.9 MILES
 BC1460'TO SLEEPY HOLLOW ROAD. PROCEED SOUTHERLY ON SLEEPY HOLLOW ROAD
 BC1460'(SLEEPY HOLLOW ROAD BECOMES A DIRT ROAD AFTER 0.35 MILES),FOR 1.2
 BC1460'MILES TO THE INTERSECTION OF A DIRT DRIVE,PROCEED SOUTH 0.05 MILES
 BC1460'ON THE DIRT DRIVE TO THE MARK ON THE RIGHT. MARK BEARS 47 FEET WEST
 BC1460'OF THE DIRT DRIVE LEADING TO THE GAGE, 18 FEET SOUTHEAST OF THE
 BC1460'5TH TELEPHONE POLE NORTH OF THE GAGE, 25 FEET WEST OF THE RAILROAD
 BC1460'TRACKS, 0.1 MILES SOUTHEAST OF TIDAL 0434 D.
 BC1460
 BC1460                          STATION RECOVERY (1987)
 BC1460
 BC1460'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1460'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1459 ***********************************************************************
 BC1459  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1459  DESIGNATION -  872 0434 D TIDAL
 BC1459  PID         -  BC1459
 BC1459  STATE/COUNTY-  FL/CLAY
 BC1459  USGS QUAD   -  MIDDLEBURG (1993)
 BC1459
 BC1459                         *CURRENT SURVEY CONTROL
 BC1459  ___________________________________________________________________
 BC1459* NAD 83(1986)-  30 05 12.     (N)    081 45 42.     (W)     SCALED    
 BC1459* NAVD 88     -         4.31   (meters)      14.1    (feet)  U HEIGHT  
 BC1459  ___________________________________________________________________
 BC1459  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BC1459  DYNAMIC HT  -           4.30  (meters)      14.1   (feet)  COMP
 BC1459  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BC1459
 BC1459  VERT ORDER  -  THIRD
 BC1459
 BC1459.The horizontal coordinates were scaled from a topographic map and have
 BC1459.an estimated accuracy of +/- 6 seconds.
 BC1459
 BC1459.The orthometric height was determined by differential leveling
 BC1459.and adjusted by the National Geodetic Survey in April 2002..
 BC1459.WARNING-Repeat measurements at this control monument indicate possible
 BC1459.vertical movement.
 BC1459
 BC1459.This Tidal Bench Mark is designated as VM 5190
 BC1459.by the Center for Operational Oceanographic Products and Services.
 BC1459
 BC1459.The geoid height was determined by GEOID03.
 BC1459
 BC1459.The dynamic height is computed by dividing the NAVD 88
 BC1459.geopotential number by the normal gravity value computed on the
 BC1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1459.degrees latitude (g = 980.6199 gals.).
 BC1459
 BC1459.The modeled gravity was interpolated from observed gravity values.
 BC1459
 BC1459;                    North         East    Units  Estimated Accuracy
 BC1459;SPC FL E     -   637,720.      126,580.      MT  (+/- 180 meters Scaled)
 BC1459
 BC1459                          SUPERSEDED SURVEY CONTROL
 BC1459
 BC1459.No superseded survey control is available for this station.
 BC1459
 BC1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266286(NAD 83)
 BC1459_MARKER: DJ = TIDAL STATION DISK
 BC1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1459_SP_SET: CONCRETE POST
 BC1459_STAMPING: 0434 D 1978
 BC1459_MARK LOGO: NOS   
 BC1459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1459+STABILITY: SURFACE MOTION
 BC1459
 BC1459  HISTORY     - Date     Condition        Report By
 BC1459  HISTORY     - 1978     MONUMENTED       NOS
 BC1459  HISTORY     - 1978     GOOD             FLDNR
 BC1459  HISTORY     - 1987     GOOD             FLDNR
 BC1459
 BC1459                          STATION DESCRIPTION
 BC1459
 BC1459'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1459'7.3 MI NW FROM GREEN COVE SPRINGS.
 BC1459'BEGIN AT THE INTERSECTION OF KINGSLEY AVANUE IN ORANGE PARK AND U.S.
 BC1459'HIGHWAY 17. PROCEED IN A SOUTHERLY DIRECTION ON U.S HIGHWAY 17 FOR
 BC1459'4.5 MILES TO STATE ROAD 220. PROCEED WESTERLY ON STATE ROAD 220 FOR
 BC1459'3.9 MILES TO SLEEPY HOLLOW ROAD. PROCEED SOUTHERLY ON SLEEPY HOLLOW
 BC1459'ROAD (SLEEPY HOLLOW ROAD BECOMES A DIRT ROAD AFTER 0.35 MILES), FOR
 BC1459'1.1 MILES TO THE MARK ON THE RIGHT. MARK BEARS 22 FEET WEST OF THE
 BC1459'CENTER LINE OF THE DIRT DRIVE LEADING TO THE GAGE, 88 FEET NORTHWEST
 BC1459'OF A TELEPHONE POLE, 200 FEET WEST OF THE RAILROAD TRACKS.
 BC1459
 BC1459                          STATION RECOVERY (1987)
 BC1459
 BC1459'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1458 ***********************************************************************
 BC1458  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1458  DESIGNATION -  872 0434 E TIDAL
 BC1458  PID         -  BC1458
 BC1458  STATE/COUNTY-  FL/CLAY
 BC1458  USGS QUAD   -  MIDDLEBURG (1993)
 BC1458
 BC1458                         *CURRENT SURVEY CONTROL
 BC1458  ___________________________________________________________________
 BC1458* NAD 83(1986)-  30 05 15.     (N)    081 45 40.     (W)     SCALED    
 BC1458* NAVD 88     -         4.608  (meters)      15.12   (feet)  ADJUSTED  
 BC1458  ___________________________________________________________________
 BC1458  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BC1458  DYNAMIC HT  -           4.602 (meters)      15.10  (feet)  COMP
 BC1458  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BC1458
 BC1458  VERT ORDER  -  FIRST     CLASS II
 BC1458
 BC1458.The horizontal coordinates were scaled from a topographic map and have
 BC1458.an estimated accuracy of +/- 6 seconds.
 BC1458
 BC1458.The orthometric height was determined by differential leveling
 BC1458.and adjusted by the National Geodetic Survey in March 1997..
 BC1458
 BC1458.This Tidal Bench Mark is designated as VM 5191
 BC1458.by the Center for Operational Oceanographic Products and Services.
 BC1458
 BC1458.The geoid height was determined by GEOID03.
 BC1458
 BC1458.The dynamic height is computed by dividing the NAVD 88
 BC1458.geopotential number by the normal gravity value computed on the
 BC1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1458.degrees latitude (g = 980.6199 gals.).
 BC1458
 BC1458.The modeled gravity was interpolated from observed gravity values.
 BC1458
 BC1458;                    North         East    Units  Estimated Accuracy
 BC1458;SPC FL E     -   637,810.      126,630.      MT  (+/- 180 meters Scaled)
 BC1458
 BC1458                          SUPERSEDED SURVEY CONTROL
 BC1458
 BC1458.No superseded survey control is available for this station.
 BC1458
 BC1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266287(NAD 83)
 BC1458_MARKER: DJ = TIDAL STATION DISK
 BC1458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1458_SP_SET: COPPER CLAD STEEL ROD
 BC1458_STAMPING: 0434 E 1978
 BC1458_MARK LOGO: NOS   
 BC1458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1458+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1458
 BC1458  HISTORY     - Date     Condition        Report By
 BC1458  HISTORY     - 1978     MONUMENTED       NOS
 BC1458  HISTORY     - 1978     GOOD             FLDNR
 BC1458  HISTORY     - 1987     GOOD             FLDNR
 BC1458  HISTORY     - 19931013 GOOD             NGS
 BC1458
 BC1458                          STATION DESCRIPTION
 BC1458
 BC1458'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1458'7.4 MI NW FROM GREEN COVE SPRINGS.
 BC1458'BEGIN AT THE INTERSECTION OF KINGSLEY AVENUE IN ORANGE PARK AND U.S.
 BC1458'HIGHWAY 17. PROCEED SOUTHERLY ON U. S. HIGHWAY 17 FOR 4.5 MILES TO
 BC1458'STATE ROAD 220. PROCEED WESTERLY ON STATE ROAD 220 FOR 3.9 MILES TO
 BC1458'SLEEPY HOLLOW ROAD. PROCEED SOUTHERLY ON SLEEPY HOLLOW ROAD (SLEEPY
 BC1458'HOLLOW ROAD BECOMES A DIRT ROAD AFTER 0.35 MILES) FOR 1.2 MILES TO
 BC1458'THE MARK ON THE LEFT. MARK BEARS 22 FEET EAST OF THE CENTER LINE OF
 BC1458'THE DIRT ROAD LEADING TO THE GAGE, 4.5 FEET EAST OF A TELEPHONE POLE,
 BC1458'0.5 MILES NORTH OF TIDAL 0434 D.
 BC1458
 BC1458                          STATION RECOVERY (1987)
 BC1458
 BC1458'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1458'RECOVERED AS DESCRIBED.
 BC1458
 BC1458                          STATION RECOVERY (1993)
 BC1458
 BC1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1458'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ORANGE PARK ON THE
 BC1458'SOUTHWEST SIDE OF DOCTORS LAKE IN SECTION 41, TOWNSHIP 5 SOUTH, RANGE
 BC1458'25 EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1458'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1458'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1458'CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 4.4 MI (7.1 KM) TO THE JUNCTION
 BC1458'OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 220 AND GO
 BC1458'WEST FOR 3.85 MI (6.20 KM) TO THE SEABOARD COAST LINE RAILROAD,
 BC1458'CONTINUE WEST ON COUNTY ROAD 220 FOR 0.05 MI (0.08 KM) TO THE JUNCTION
 BC1458'OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) ON THE LEFT, TURN LEFT ON
 BC1458'COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND GO SOUTH FOR 1.0 MI (1.6
 BC1458'KM) TO THE MARK ON THE LEFT, SET ON THE TOP OF A COPPER COATED STEEL
 BC1458'ROD DRIVEN TO A DEPTH OF 32.0 FT (9.8 M) FLUSH WITH THE GROUND AND
 BC1458'LEVEL WITH THE ROAD. LOCATED 20.5 FT (6.2 M) EAST OF THE APPROXIMATE
 BC1458'CENTERLINE OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND 3.8 FT (1.2
 BC1458'M) EAST OF A TELEPHONE POLE WITH A GUY WIRE ATTACHED AND A WITNESS
 BC1458'PLAQUE ATTACHED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5774 ***********************************************************************
 AC5774  DESIGNATION -  872 0434 F TIDAL
 AC5774  PID         -  AC5774
 AC5774  STATE/COUNTY-  FL/CLAY
 AC5774  USGS QUAD   -  MIDDLEBURG (1993)
 AC5774
 AC5774                         *CURRENT SURVEY CONTROL
 AC5774  ___________________________________________________________________
 AC5774* NAD 83(1986)-  30 05 27.     (N)    081 45 46.     (W)     SCALED    
 AC5774* NAVD 88     -         4.367  (meters)      14.33   (feet)  ADJUSTED  
 AC5774  ___________________________________________________________________
 AC5774  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AC5774  DYNAMIC HT  -           4.362 (meters)      14.31  (feet)  COMP
 AC5774  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 AC5774
 AC5774  VERT ORDER  -  FIRST     CLASS II
 AC5774
 AC5774.The horizontal coordinates were scaled from a topographic map and have
 AC5774.an estimated accuracy of +/- 6 seconds.
 AC5774
 AC5774.The orthometric height was determined by differential leveling
 AC5774.and adjusted by the National Geodetic Survey in March 1997..
 AC5774
 AC5774.The geoid height was determined by GEOID03.
 AC5774
 AC5774.The dynamic height is computed by dividing the NAVD 88
 AC5774.geopotential number by the normal gravity value computed on the
 AC5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5774.degrees latitude (g = 980.6199 gals.).
 AC5774
 AC5774.The modeled gravity was interpolated from observed gravity values.
 AC5774
 AC5774;                    North         East    Units  Estimated Accuracy
 AC5774;SPC FL E     -   638,180.      126,470.      MT  (+/- 180 meters Scaled)
 AC5774
 AC5774                          SUPERSEDED SURVEY CONTROL
 AC5774
 AC5774.No superseded survey control is available for this station.
 AC5774
 AC5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP264290(NAD 83)
 AC5774_MARKER: DJ = TIDAL STATION DISK
 AC5774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5774_STAMPING: 0434 F 1993
 AC5774_MARK LOGO: NOS   
 AC5774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5774+STABILITY: SURFACE MOTION
 AC5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5774+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC5774
 AC5774  HISTORY     - Date     Condition        Report By
 AC5774  HISTORY     - 1993     MONUMENTED       FLDEP
 AC5774
 AC5774                          STATION DESCRIPTION
 AC5774
 AC5774'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AC5774'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF ORANGE PARK, 11.0 MI
 AC5774'(17.7 KM) NORTHWEST OF GREEN COVE SPRINGS IN SECTION 41, TOWNSHIP 5
 AC5774'SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AC5774'INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S.
 AC5774'HIGHWAY 17 FOR 1.85 MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224
 AC5774'(KINGSLEY AVENUE), CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 4.4 MI (7.1
 AC5774'KM) TO THE JUNCTION OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON
 AC5774'COUNTY ROAD 220 AND GO WEST FOR 3.85 MI (6.20 KM) TO THE SEABOARD
 AC5774'COAST LINE RAILROAD, CONTINUE WEST ON COUNTY ROAD 220 FOR 0.5 MI (0.8
 AC5774'KM) TO THE JUNCTION OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) ON THE
 AC5774'LEFT, TURN LEFT ON COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND GO SOUTH
 AC5774'FOR 0.75 MI (1.21 KM) TO THE MARK ON THE LEFT SET IN THE TOP OF A
 AC5774'CONCRETE MONUMENT FLUSH WITH GROUND. LOCATED 51.0 FT (15.5 M)
 AC5774'SOUTHWEST OF THE MOST WESTERLY RAIL OF THE RAILROAD TRACKS, 17.5 FT
 AC5774'(5.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 220-C
 AC5774'(SLEEPY HOLLOW ROAD) AND 3.5 FT (1.1 M) NORTHEAST OF A POWER POLE WITH
 AC5774'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5775 ***********************************************************************
 AC5775  DESIGNATION -  872 0434 G TIDAL
 AC5775  PID         -  AC5775
 AC5775  STATE/COUNTY-  FL/CLAY
 AC5775  USGS QUAD   -  MIDDLEBURG (1993)
 AC5775
 AC5775                         *CURRENT SURVEY CONTROL
 AC5775  ___________________________________________________________________
 AC5775* NAD 83(1986)-  30 05 46.     (N)    081 45 59.     (W)     SCALED    
 AC5775* NAVD 88     -         4.582  (meters)      15.03   (feet)  ADJUSTED  
 AC5775  ___________________________________________________________________
 AC5775  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AC5775  DYNAMIC HT  -           4.576 (meters)      15.01  (feet)  COMP
 AC5775  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 AC5775
 AC5775  VERT ORDER  -  FIRST     CLASS II
 AC5775
 AC5775.The horizontal coordinates were scaled from a topographic map and have
 AC5775.an estimated accuracy of +/- 6 seconds.
 AC5775
 AC5775.The orthometric height was determined by differential leveling
 AC5775.and adjusted by the National Geodetic Survey in March 1997..
 AC5775
 AC5775.The geoid height was determined by GEOID03.
 AC5775
 AC5775.The dynamic height is computed by dividing the NAVD 88
 AC5775.geopotential number by the normal gravity value computed on the
 AC5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5775.degrees latitude (g = 980.6199 gals.).
 AC5775
 AC5775.The modeled gravity was interpolated from observed gravity values.
 AC5775
 AC5775;                    North         East    Units  Estimated Accuracy
 AC5775;SPC FL E     -   638,770.      126,130.      MT  (+/- 180 meters Scaled)
 AC5775
 AC5775                          SUPERSEDED SURVEY CONTROL
 AC5775
 AC5775.No superseded survey control is available for this station.
 AC5775
 AC5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP261296(NAD 83)
 AC5775_MARKER: DJ = TIDAL STATION DISK
 AC5775_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC5775+WITH SETTING: PAVEMENT
 AC5775_SP_SET: SIGNAL LIGHT BASE
 AC5775_STAMPING: 0434 G 1993
 AC5775_MARK LOGO: NOS   
 AC5775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5775+STABILITY: SURFACE MOTION
 AC5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5775+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC5775
 AC5775  HISTORY     - Date     Condition        Report By
 AC5775  HISTORY     - 1993     MONUMENTED       FLDEP
 AC5775
 AC5775                          STATION DESCRIPTION
 AC5775
 AC5775'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AC5775'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF ORANGE, 11.0 MI (17.7
 AC5775'KM) NORTHWEST OF GREEN COVE SPRINGS IN SECTION 2, TOWNSHIP 5 SOUTH,
 AC5775'RANGE 25 EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE
 AC5775'295 AND U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17
 AC5775'FOR 1.85 MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY
 AC5775'AVENUE), CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 4.4 MI (7.1 KM) TO THE
 AC5775'JUNCTION OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AC5775'220 AND GO WEST FOR 3.85 MI (6.20 KM) TO THE SEABOARD COAST LINE
 AC5775'RAILROAD, CONTINUE WEST ON COUNTY ROAD 220 FOR 0.5 MI (0.8 KM) TO THE
 AC5775'JUNCTION OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) ON THE LEFT, TURN
 AC5775'LEFT ON COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND GO SOUTH FOR 0.35
 AC5775'MI (0.56 KM) TO THE MARK ON THE LEFT SET IN THE BASE OF A RAILROAD
 AC5775'SIGNAL LIGHT APROXIMATELY 1.75 FT (0.53 M) ABOVE THE LEVEL OF THE
 AC5775'GROUND, 67.0 FT (20.4 M) NORTHEAST OF THE APROXIMATE CENTERLINE OF
 AC5775'COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD), 10.4 FT (3.2 M) SOUTHWEST OF
 AC5775'THE WEST RAIL OF THE RAILROAD TRACKS, 6.2 FT (1.9 M) NORTH-NORTHEAST
 AC5775'OF A GREY METAL RAILROAD SIGNAL CONTROL BOX AND 0.65 FT (19.81 CM)
 AC5775'NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1552 ***********************************************************************
 AQ1552  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1552  DESIGNATION -  872 0496 TIDAL 1
 AQ1552  PID         -  AQ1552
 AQ1552  STATE/COUNTY-  FL/CLAY
 AQ1552  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 AQ1552
 AQ1552                         *CURRENT SURVEY CONTROL
 AQ1552  ___________________________________________________________________
 AQ1552* NAD 83(1986)-  29 59 22.     (N)    081 39 47.     (W)     SCALED    
 AQ1552* NAVD 88     -         2.317  (meters)       7.60   (feet)  ADJUSTED  
 AQ1552  ___________________________________________________________________
 AQ1552  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AQ1552  DYNAMIC HT  -           2.314 (meters)       7.59  (feet)  COMP
 AQ1552  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 AQ1552
 AQ1552  VERT ORDER  -  FIRST     CLASS I
 AQ1552
 AQ1552.The horizontal coordinates were scaled from a topographic map and have
 AQ1552.an estimated accuracy of +/- 6 seconds.
 AQ1552
 AQ1552.The orthometric height was determined by differential leveling
 AQ1552.and adjusted by the National Geodetic Survey in June 1991..
 AQ1552
 AQ1552.This Tidal Bench Mark is designated as VM 5195
 AQ1552.by the Center for Operational Oceanographic Products and Services.
 AQ1552
 AQ1552.The geoid height was determined by GEOID03.
 AQ1552
 AQ1552.The dynamic height is computed by dividing the NAVD 88
 AQ1552.geopotential number by the normal gravity value computed on the
 AQ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1552.degrees latitude (g = 980.6199 gals.).
 AQ1552
 AQ1552.The modeled gravity was interpolated from observed gravity values.
 AQ1552
 AQ1552;                    North         East    Units  Estimated Accuracy
 AQ1552;SPC FL E     -   626,880.      136,020.      MT  (+/- 180 meters Scaled)
 AQ1552
 AQ1552                          SUPERSEDED SURVEY CONTROL
 AQ1552
 AQ1552  NGVD 29 (??/??/92)    2.626  (m)            8.62   (f) ADJ UNCH    1 1
 AQ1552
 AQ1552.Superseded values are not recommended for survey control.
 AQ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1552.See file dsdata.txt to determine how the superseded data were derived.
 AQ1552
 AQ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP360178(NAD 83)
 AQ1552_MARKER: DJ = TIDAL STATION DISK
 AQ1552_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AQ1552_SP_SET: BULKHEAD CAP
 AQ1552_STAMPING: 1 1973
 AQ1552_MARK LOGO: NOS   
 AQ1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1552+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1999
 AQ1552
 AQ1552  HISTORY     - Date     Condition        Report By
 AQ1552  HISTORY     - 1973     MONUMENTED       NOS
 AQ1552  HISTORY     - 1975     GOOD             FLDNR
 AQ1552  HISTORY     - 19951215 GOOD             FLDEP
 AQ1552  HISTORY     - 19990721 GOOD             FLDEP
 AQ1552
 AQ1552                          STATION DESCRIPTION
 AQ1552
 AQ1552'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1552'1.3 MI SE FROM GREEN COVE SPRINGS.
 AQ1552'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 1 1973, AT
 AQ1552'PIER NO. 1 ON THE REYNOLDS PROPERTY ON THE NORTH SIDE OF HIGHWAY
 AQ1552'S 16, SET FLUSH IN THE TOP OF THE 2 FOOT WIDE CONCRETE BULKHEAD
 AQ1552'CAP, AT THE SOUTHEAST INTERSECTION OF THE WHARF AND PIER, 9
 AQ1552'INCHES SOUTH OF THE EDGE OF BULKHEAD, 9 INCHES EAST OF THE EAST
 AQ1552'SIDE OF THE BEGINNING OF PIER, 6 INCHES ABOVE ROAD AND PIER DECK.
 AQ1552
 AQ1552                          STATION RECOVERY (1995)
 AQ1552
 AQ1552'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (VAJ)
 AQ1552'THE MARK IS ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF GREEN COVE SPRINGS IN
 AQ1552'SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 AQ1552'THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVE) AND STATE ROAD 16 (FERRIS
 AQ1552'STREET) IN GREEN COVE SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 (ORANGE
 AQ1552'AVE) AND STATE ROAD 16 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE
 AQ1552'ROAD 16 (EAST) ON THE LEFT, TURN LEFT ON STATE ROAD 16 AND GO EAST FOR
 AQ1552'0.75 MI (1.21 KM) TO THE JUNCTION OF SLOW TIDE ROAD ON THE LEFT, TURN
 AQ1552'LEFT ON SLOW TIDE ROAD AND GO NORTH FOR 0.15 MI (0.24 KM) TO AN
 AQ1552'S-CURVE, CONTINUE EAST THEN NORTH ON SLOW TIDE ROAD THRU THE S-CURVE
 AQ1552'FOR 0.1 MI (0.2 KM) TO THE A STOP SIGN AND THE T-JUNCTION OF BULKHEAD
 AQ1552'ROAD, TURN LEFT ON BULKHEAD ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO
 AQ1552'PIER NO.  1 AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A LARGE
 AQ1552'CONCRETE BULKHEAD AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF
 AQ1552'BULKHEAD ROAD. LOCATED 12.0 FT (3.7 M) EAST OF THE APPROXIMATE
 AQ1552'CENTERLINE OF PIER NO.  1, 0.7 FT (21.3 CM) SOUTH OF THE NORTH SIDE OF
 AQ1552'THE BULKHEAD, 0.7 FT (21.3 CM) EAST OF THE WEST END OF THE BULKHEAD.
 AQ1552'NOTE MARK WAS NOT LEVELED TO THIS DATE.
 AQ1552
 AQ1552                          STATION RECOVERY (1999)
 AQ1552
 AQ1552'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1552'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1549 ***********************************************************************
 AQ1549  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1549  DESIGNATION -  872 0496 TIDAL 2
 AQ1549  PID         -  AQ1549
 AQ1549  STATE/COUNTY-  FL/CLAY
 AQ1549  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 AQ1549
 AQ1549                         *CURRENT SURVEY CONTROL
 AQ1549  ___________________________________________________________________
 AQ1549* NAD 83(1986)-  29 59 04.     (N)    081 39 42.     (W)     SCALED    
 AQ1549* NAVD 88     -         3.281  (meters)      10.76   (feet)  ADJUSTED  
 AQ1549  ___________________________________________________________________
 AQ1549  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AQ1549  DYNAMIC HT  -           3.277 (meters)      10.75  (feet)  COMP
 AQ1549  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 AQ1549
 AQ1549  VERT ORDER  -  FIRST     CLASS I
 AQ1549
 AQ1549.The horizontal coordinates were scaled from a topographic map and have
 AQ1549.an estimated accuracy of +/- 6 seconds.
 AQ1549
 AQ1549.The orthometric height was determined by differential leveling
 AQ1549.and adjusted by the National Geodetic Survey in March 1997..
 AQ1549
 AQ1549.This Tidal Bench Mark is designated as VM 5196
 AQ1549.by the Center for Operational Oceanographic Products and Services.
 AQ1549
 AQ1549.The geoid height was determined by GEOID03.
 AQ1549
 AQ1549.The dynamic height is computed by dividing the NAVD 88
 AQ1549.geopotential number by the normal gravity value computed on the
 AQ1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1549.degrees latitude (g = 980.6199 gals.).
 AQ1549
 AQ1549.The modeled gravity was interpolated from observed gravity values.
 AQ1549
 AQ1549;                    North         East    Units  Estimated Accuracy
 AQ1549;SPC FL E     -   626,330.      136,150.      MT  (+/- 180 meters Scaled)
 AQ1549
 AQ1549                          SUPERSEDED SURVEY CONTROL
 AQ1549
 AQ1549  NAVD 88 (06/15/91)    3.279  (m)           10.76   (f) UNKNOWN     1 1
 AQ1549  NGVD 29 (??/??/92)    3.588  (m)           11.77   (f) ADJ UNCH    1 1
 AQ1549
 AQ1549.Superseded values are not recommended for survey control.
 AQ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1549.See file dsdata.txt to determine how the superseded data were derived.
 AQ1549
 AQ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP361172(NAD 83)
 AQ1549_MARKER: DJ = TIDAL STATION DISK
 AQ1549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1549_SP_SET: CULVERT HEADWALL
 AQ1549_STAMPING: 2 1973
 AQ1549_MARK LOGO: NOS   
 AQ1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1549+STABILITY: SURFACE MOTION
 AQ1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1549+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1992
 AQ1549
 AQ1549  HISTORY     - Date     Condition        Report By
 AQ1549  HISTORY     - 1973     MONUMENTED       NOS
 AQ1549  HISTORY     - 1975     GOOD             NGS
 AQ1549  HISTORY     - 19921006 GOOD             NGS
 AQ1549  HISTORY     - 20030430 MARK NOT FOUND   FLDEP
 AQ1549
 AQ1549                          STATION DESCRIPTION
 AQ1549
 AQ1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1549'1.3 MI SE FROM GREEN COVE SPRINGS.
 AQ1549'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 2 1973, ON
 AQ1549'HIGHWAY S 16, SET FLUSH IN THE TOP CENTER OF THE 1 FOOT THICK
 AQ1549'CONCRETE CULVERT, NORTH ONE OF TWO IN CENTER GRASS STRIP BETWEEN
 AQ1549'DIVIDED HIGHWAY, ABOUT 1 FOOT BELOW HIGHWAY, 6 INCHES EAST OF
 AQ1549'WEST END OF CULVERT, ABOUT 25 FEET SOUTH OF CENTERLINE OF NORTH
 AQ1549'LANE, ABOUT 20 FEET EAST FROM WHERE HIGHWAY DIVIDES, ABOUT 400
 AQ1549'FEET EAST OF WEST ROAD ENTRANCE TO REYNOLDS PIERS (OLD NAVAL
 AQ1549'STATION).
 AQ1549
 AQ1549                          STATION RECOVERY (1992)
 AQ1549
 AQ1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AQ1549'THE MARK IS ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF GREEN COVE SPRINGS,
 AQ1549'NEAR THE WEST ENTRANCE TO REYNOLDS INDUSTRIAL PARK, IN SECTION 38,
 AQ1549'TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ1549'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 AQ1549'IN GREEN COVE SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 AQ1549'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 AQ1549'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 0.85 MI (1.37 KM) TO THE
 AQ1549'MARK ON THE LEFT, SET IN THE NORTHWEST END OF THE NORTH CULVERT
 AQ1549'HEADWALL 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 16. LOCATED
 AQ1549'ABOUT 332.5 FT (101.3 M) EAST OF THE JUNCTION OF THE RAILROAD TRACKS
 AQ1549'AND STATE ROAD 16, 38.9 FT (11.9 M) NORTH OF THE APPROXIMATE
 AQ1549'CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 16, 25.7 FT (7.8 M)
 AQ1549'SOUTH OF THE APPROXIMATE CENTERLINE OF THE WESTBOUND LANES OF STATE
 AQ1549'ROAD 16 AND 0.5 FT (15.2 CM) EAST OF THE WEST END OF THE HEADWALL.
 AQ1549
 AQ1549                          STATION RECOVERY (2003)
 AQ1549
 AQ1549'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 AQ1549'SEARCHED FOR AND NOT RECOVERED. THE CULVERT APPEARS TO HAVE BEEN
 AQ1549'MODIFIED OR REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6868 ***********************************************************************
 DE6868  DESIGNATION -  872 0503 A TIDAL
 DE6868  PID         -  DE6868
 DE6868  STATE/COUNTY-  FL/CLAY
 DE6868  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 DE6868
 DE6868                         *CURRENT SURVEY CONTROL
 DE6868  ___________________________________________________________________
 DE6868* NAD 83(1986)-  29 58 50.     (N)    081 38 05.     (W)     SCALED    
 DE6868* NAVD 88     -         1.409  (meters)       4.62   (feet)  ADJUSTED  
 DE6868  ___________________________________________________________________
 DE6868  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DE6868  DYNAMIC HT  -           1.407 (meters)       4.62  (feet)  COMP
 DE6868  MODELED GRAV-     979,336.6   (mgal)                       NAVD 88
 DE6868
 DE6868  VERT ORDER  -  SECOND    CLASS I
 DE6868
 DE6868.The horizontal coordinates were scaled from a topographic map and have
 DE6868.an estimated accuracy of +/- 6 seconds.
 DE6868
 DE6868.The orthometric height was determined by differential leveling
 DE6868.and adjusted by the National Geodetic Survey in May 2004..
 DE6868
 DE6868.The geoid height was determined by GEOID03.
 DE6868
 DE6868.The dynamic height is computed by dividing the NAVD 88
 DE6868.geopotential number by the normal gravity value computed on the
 DE6868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6868.degrees latitude (g = 980.6199 gals.).
 DE6868
 DE6868.The modeled gravity was interpolated from observed gravity values.
 DE6868
 DE6868;                    North         East    Units  Estimated Accuracy
 DE6868;SPC FL E     -   625,880.      138,750.      MT  (+/- 180 meters Scaled)
 DE6868
 DE6868                          SUPERSEDED SURVEY CONTROL
 DE6868
 DE6868.No superseded survey control is available for this station.
 DE6868
 DE6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP387168(NAD 83)
 DE6868_MARKER: DJ = TIDAL STATION DISK
 DE6868_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6868_SP_SET: BRIDGE WALKWAY
 DE6868_STAMPING: 0503 A 1995
 DE6868_MARK LOGO: NOS   
 DE6868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6868+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DE6868
 DE6868  HISTORY     - Date     Condition        Report By
 DE6868  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6868
 DE6868                          STATION DESCRIPTION
 DE6868
 DE6868'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6868'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF GREEN COVE SPRING NEAR
 DE6868'THE SOUTHEAST CORNER OF THE SHANDS PIER IN SECTION 38, TOWNSHIP 6
 DE6868'SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 DE6868'HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) IN GREEN
 DE6868'COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16 FOR 0.6 MI
 DE6868'(1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT, TURN LEFT
 DE6868'ON STATE ROAD 16 AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF
 DE6868'SHANDS PIER ROAD ON THE LEFT, TURN LEFT ON SHANDS PIER ROAD AND GO
 DE6868'NORTH FOR 0.35 MI (0.56 KM) TO THE SHANDS PIER AND THE MARK ON THE
 DE6868'RIGHT, SET IN THE TOP OF THE BRIDGE WALKWAY. LOCATED 14.0 FT (4.3 M)
 DE6868'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF SHANDS PIER, 5.4 FT (1.6 M)
 DE6868'NORTHWEST OF THE SOUTHEAST END OF THE PIER, 2.7 FT (0.8 M) NORTHWEST
 DE6868'OF THE SOUTHEAST END OF THE PIER WOODEN GUARDRAIL AND 1.2 FT (0.4 M)
 DE6868'NORTHEAST OF THE SOUTHWEST EDGE OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6867 ***********************************************************************
 DE6867  DESIGNATION -  872 0503 B TIDAL
 DE6867  PID         -  DE6867
 DE6867  STATE/COUNTY-  FL/CLAY
 DE6867  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 DE6867
 DE6867                         *CURRENT SURVEY CONTROL
 DE6867  ___________________________________________________________________
 DE6867* NAD 83(1986)-  29 58 46.     (N)    081 38 07.     (W)     SCALED    
 DE6867* NAVD 88     -         1.277  (meters)       4.19   (feet)  ADJUSTED  
 DE6867  ___________________________________________________________________
 DE6867  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DE6867  DYNAMIC HT  -           1.276 (meters)       4.19  (feet)  COMP
 DE6867  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 DE6867
 DE6867  VERT ORDER  -  SECOND    CLASS I
 DE6867
 DE6867.The horizontal coordinates were scaled from a topographic map and have
 DE6867.an estimated accuracy of +/- 6 seconds.
 DE6867
 DE6867.The orthometric height was determined by differential leveling
 DE6867.and adjusted by the National Geodetic Survey in May 2004..
 DE6867
 DE6867.The geoid height was determined by GEOID03.
 DE6867
 DE6867.The dynamic height is computed by dividing the NAVD 88
 DE6867.geopotential number by the normal gravity value computed on the
 DE6867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6867.degrees latitude (g = 980.6199 gals.).
 DE6867
 DE6867.The modeled gravity was interpolated from observed gravity values.
 DE6867
 DE6867;                    North         East    Units  Estimated Accuracy
 DE6867;SPC FL E     -   625,760.      138,700.      MT  (+/- 180 meters Scaled)
 DE6867
 DE6867                          SUPERSEDED SURVEY CONTROL
 DE6867
 DE6867.No superseded survey control is available for this station.
 DE6867
 DE6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP387166(NAD 83)
 DE6867_MARKER: F = FLANGE-ENCASED ROD
 DE6867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6867_STAMPING: 0503 B 1995
 DE6867_MARK LOGO: NOS   
 DE6867_PROJECTION: FLUSH
 DE6867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6867+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DE6867_ROD/PIPE-DEPTH: 21.1 meters
 DE6867
 DE6867  HISTORY     - Date     Condition        Report By
 DE6867  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6867
 DE6867                          STATION DESCRIPTION
 DE6867
 DE6867'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6867'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF GREEN COVE SPRING, NEAR
 DE6867'THE JUNCTION OF SHANDS PIER ROAD AND SUSAN DRIVE, IN SECTION 38,
 DE6867'TOWNSHIP 6 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION
 DE6867'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 DE6867'IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 DE6867'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 DE6867'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.35 MI (3.78 KM) TO THE
 DE6867'JUNCTION OF SHANDS PIER ROAD ON THE LEFT, TURN LEFT ON SHANDS PIER
 DE6867'ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, A
 DE6867'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 69.3 FT (21.1 M)
 DE6867'WITH A LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH SHANDS PIER ROAD,
 DE6867'THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE NOS
 DE6867'LOGO CAP. LOCATED 315.0 FT (96.0 M) SOUTH-SOUTHWEST OF THE SOUTH END
 DE6867'OF THE SHANDS PIER, 121.0 FT (36.9 M) NORTHEAST OF THE APPROXIMATE
 DE6867'CENTERLINE OF SUSAN DRIVE (A DIRT ROAD LEADING EAST), 73.6 FT (22.4 M)
 DE6867'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF SHANDS PIER ROAD, 1.5 FT
 DE6867'(0.5 M) NORTHWEST OF A 8.0 FT (2.4 M) TALL FENCE AND 1.4 FT (0.4 M)
 DE6867'NORTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS
 DE6867'HAD THROUGH A 5-INCH NOS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6869 ***********************************************************************
 DE6869  DESIGNATION -  872 0503 C TIDAL
 DE6869  PID         -  DE6869
 DE6869  STATE/COUNTY-  FL/CLAY
 DE6869  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 DE6869
 DE6869                         *CURRENT SURVEY CONTROL
 DE6869  ___________________________________________________________________
 DE6869* NAD 83(1986)-  29 58 42.     (N)    081 38 11.     (W)     SCALED    
 DE6869* NAVD 88     -         1.805  (meters)       5.92   (feet)  ADJUSTED  
 DE6869  ___________________________________________________________________
 DE6869  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DE6869  DYNAMIC HT  -           1.803 (meters)       5.92  (feet)  COMP
 DE6869  MODELED GRAV-     979,336.4   (mgal)                       NAVD 88
 DE6869
 DE6869  VERT ORDER  -  SECOND    CLASS I
 DE6869
 DE6869.The horizontal coordinates were scaled from a topographic map and have
 DE6869.an estimated accuracy of +/- 6 seconds.
 DE6869
 DE6869.The orthometric height was determined by differential leveling
 DE6869.and adjusted by the National Geodetic Survey in May 2004..
 DE6869
 DE6869.The geoid height was determined by GEOID03.
 DE6869
 DE6869.The dynamic height is computed by dividing the NAVD 88
 DE6869.geopotential number by the normal gravity value computed on the
 DE6869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6869.degrees latitude (g = 980.6199 gals.).
 DE6869
 DE6869.The modeled gravity was interpolated from observed gravity values.
 DE6869
 DE6869;                    North         East    Units  Estimated Accuracy
 DE6869;SPC FL E     -   625,640.      138,590.      MT  (+/- 180 meters Scaled)
 DE6869
 DE6869                          SUPERSEDED SURVEY CONTROL
 DE6869
 DE6869.No superseded survey control is available for this station.
 DE6869
 DE6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP386165(NAD 83)
 DE6869_MARKER: F = FLANGE-ENCASED ROD
 DE6869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6869_STAMPING: 0503 C 1995
 DE6869_MARK LOGO: NOS   
 DE6869_PROJECTION: FLUSH
 DE6869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6869+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DE6869_ROD/PIPE-DEPTH: 21.9 meters
 DE6869
 DE6869  HISTORY     - Date     Condition        Report By
 DE6869  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6869
 DE6869                          STATION DESCRIPTION
 DE6869
 DE6869'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6869'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF GREEN COVE SPRING IN
 DE6869'SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 DE6869'THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16
 DE6869'(FERRIS STREET) IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND
 DE6869'STATE ROAD 16 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16
 DE6869'EAST ON THE LEFT, TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.35 MI
 DE6869'(3.78 KM) TO THE JUNCTION OF SHANDS PIER ROAD ON THE LEFT, TURN LEFT
 DE6869'ON SHANDS PIER ROAD AND GO NORTH FOR 0.15 MI (0.24 KM) TO THE MARK ON
 DE6869'THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 72.0
 DE6869'FT (21.9 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH
 DE6869'SHANDS PIER ROAD, THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW
 DE6869'THE LEVEL OF THE NOS LOGO CAP. LOCATED 32.8 FT (10.0 M) NORTHWEST OF
 DE6869'THE APPROXIMATE CENTERLINE OF SHANDS PIER ROAD, 18.6 FT (5.7 M)
 DE6869'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 12.0 FT (3.7
 DE6869'M) NORTHEAST OF A METAL GATE, 1.2 FT (0.4 M) SOUTHEAST OF A BARBWIRE
 DE6869'FENCE AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE
 DE6869'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6870 ***********************************************************************
 DE6870  DESIGNATION -  872 0503 D TIDAL
 DE6870  PID         -  DE6870
 DE6870  STATE/COUNTY-  FL/CLAY
 DE6870  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 DE6870
 DE6870                         *CURRENT SURVEY CONTROL
 DE6870  ___________________________________________________________________
 DE6870* NAD 83(1986)-  29 58 40.     (N)    081 38 18.     (W)     SCALED    
 DE6870* NAVD 88     -         2.370  (meters)       7.78   (feet)  ADJUSTED  
 DE6870  ___________________________________________________________________
 DE6870  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DE6870  DYNAMIC HT  -           2.367 (meters)       7.77  (feet)  COMP
 DE6870  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 DE6870
 DE6870  VERT ORDER  -  SECOND    CLASS I
 DE6870
 DE6870.The horizontal coordinates were scaled from a topographic map and have
 DE6870.an estimated accuracy of +/- 6 seconds.
 DE6870
 DE6870.The orthometric height was determined by differential leveling
 DE6870.and adjusted by the National Geodetic Survey in May 2004..
 DE6870
 DE6870.The geoid height was determined by GEOID03.
 DE6870
 DE6870.The dynamic height is computed by dividing the NAVD 88
 DE6870.geopotential number by the normal gravity value computed on the
 DE6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6870.degrees latitude (g = 980.6199 gals.).
 DE6870
 DE6870.The modeled gravity was interpolated from observed gravity values.
 DE6870
 DE6870;                    North         East    Units  Estimated Accuracy
 DE6870;SPC FL E     -   625,580.      138,400.      MT  (+/- 180 meters Scaled)
 DE6870
 DE6870                          SUPERSEDED SURVEY CONTROL
 DE6870
 DE6870.No superseded survey control is available for this station.
 DE6870
 DE6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP384164(NAD 83)
 DE6870_MARKER: DJ = TIDAL STATION DISK
 DE6870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6870_STAMPING: 0503 D 1995
 DE6870_MARK LOGO: NOS   
 DE6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6870+STABILITY: SURFACE MOTION
 DE6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6870+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DE6870
 DE6870  HISTORY     - Date     Condition        Report By
 DE6870  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6870
 DE6870                          STATION DESCRIPTION
 DE6870
 DE6870'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6870'THE MARK IS ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF GREEN COVE SPRING, AT
 DE6870'THE INTERSECTION OF SHANDS PIER ROAD AND STATE ROAD 16, IN SECTION 38,
 DE6870'TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 DE6870'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 DE6870'IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 DE6870'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 DE6870'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.35 MI (3.78 KM) TO THE
 DE6870'JUNCTION OF SHANDS PIER ROAD AND THE MARK ON THE LEFT, SET IN THE TOP
 DE6870'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 62.0 FT
 DE6870'(18.9 M) NORTH OF THE CENTERLINE OF STATE ROAD 16, 37.8 FT (11.5 M)
 DE6870'EAST OF THE APPROXIMATE CENTER OF SHANDS PIER ROAD, 3.1 FT (0.9 M)
 DE6870'SOUTHEAST OF A POWER POLE AND 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 DE6870'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6871 ***********************************************************************
 DE6871  DESIGNATION -  872 0503 E TIDAL
 DE6871  PID         -  DE6871
 DE6871  STATE/COUNTY-  FL/CLAY
 DE6871  USGS QUAD   -  GREEN COVE SPRINGS (1991)
 DE6871
 DE6871                         *CURRENT SURVEY CONTROL
 DE6871  ___________________________________________________________________
 DE6871* NAD 83(1986)-  29 58 38.     (N)    081 38 21.     (W)     SCALED    
 DE6871* NAVD 88     -         3.167  (meters)      10.39   (feet)  ADJUSTED  
 DE6871  ___________________________________________________________________
 DE6871  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DE6871  DYNAMIC HT  -           3.163 (meters)      10.38  (feet)  COMP
 DE6871  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 DE6871
 DE6871  VERT ORDER  -  SECOND    CLASS I
 DE6871
 DE6871.The horizontal coordinates were scaled from a topographic map and have
 DE6871.an estimated accuracy of +/- 6 seconds.
 DE6871
 DE6871.The orthometric height was determined by differential leveling
 DE6871.and adjusted by the National Geodetic Survey in May 2004..
 DE6871
 DE6871.The geoid height was determined by GEOID03.
 DE6871
 DE6871.The dynamic height is computed by dividing the NAVD 88
 DE6871.geopotential number by the normal gravity value computed on the
 DE6871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6871.degrees latitude (g = 980.6199 gals.).
 DE6871
 DE6871.The modeled gravity was interpolated from observed gravity values.
 DE6871
 DE6871;                    North         East    Units  Estimated Accuracy
 DE6871;SPC FL E     -   625,520.      138,320.      MT  (+/- 180 meters Scaled)
 DE6871
 DE6871                          SUPERSEDED SURVEY CONTROL
 DE6871
 DE6871.No superseded survey control is available for this station.
 DE6871
 DE6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP383164(NAD 83)
 DE6871_MARKER: DJ = TIDAL STATION DISK
 DE6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6871_STAMPING: 0503 E 1995
 DE6871_MARK LOGO: NOS   
 DE6871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6871+STABILITY: SURFACE MOTION
 DE6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6871+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DE6871
 DE6871  HISTORY     - Date     Condition        Report By
 DE6871  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6871
 DE6871                          STATION DESCRIPTION
 DE6871
 DE6871'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6871'THE MARK IS ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF GREEN COVE SPRING IN
 DE6871'SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 DE6871'THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16
 DE6871'(FERRIS STREET) IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND
 DE6871'STATE ROAD 16 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16
 DE6871'EAST ON THE LEFT, TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.30 MI
 DE6871'(3.70 KM) TO A DIRT ROAD LEADING SOUTH AND THE MARK ON THE RIGHT, SET
 DE6871'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED
 DE6871'60.2 FT (18.3 M) SOUTH OF THE CENTERLINE OF STATE ROAD 16, 49.0 FT
 DE6871'(14.9 M) EAST OF THE APPROXIMATE CENTER OF THE ENTRANCE TO A DIRT ROAD
 DE6871'LEADING SOUTH AND 0.7 FT (21.3 CM) NORTH OF A WOODEN FENCE LINE WITH A
 DE6871'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0276 ***********************************************************************
 AQ0276  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0276  DESIGNATION -  872 0576 TIDAL 12
 AQ0276  PID         -  AQ0276
 AQ0276  STATE/COUNTY-  FL/ST JOHNS
 AQ0276  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ0276
 AQ0276                         *CURRENT SURVEY CONTROL
 AQ0276  ___________________________________________________________________
 AQ0276* NAD 83(1986)-  29 53 31.     (N)    081 18 37.     (W)     SCALED    
 AQ0276* NAVD 88     -         1.385  (meters)       4.54   (feet)  ADJUSTED  
 AQ0276  ___________________________________________________________________
 AQ0276  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AQ0276  DYNAMIC HT  -           1.384 (meters)       4.54  (feet)  COMP
 AQ0276  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 AQ0276
 AQ0276  VERT ORDER  -  FIRST     CLASS I
 AQ0276
 AQ0276.The horizontal coordinates were scaled from a topographic map and have
 AQ0276.an estimated accuracy of +/- 6 seconds.
 AQ0276
 AQ0276.The orthometric height was determined by differential leveling
 AQ0276.and adjusted by the National Geodetic Survey in May 1994..
 AQ0276
 AQ0276.This Tidal Bench Mark is designated as VM 5208
 AQ0276.by the Center for Operational Oceanographic Products and Services.
 AQ0276
 AQ0276.The geoid height was determined by GEOID03.
 AQ0276
 AQ0276.The dynamic height is computed by dividing the NAVD 88
 AQ0276.geopotential number by the normal gravity value computed on the
 AQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0276.degrees latitude (g = 980.6199 gals.).
 AQ0276
 AQ0276.The modeled gravity was interpolated from observed gravity values.
 AQ0276
 AQ0276;                    North         East    Units  Estimated Accuracy
 AQ0276;SPC FL E     -   615,930.      170,030.      MT  (+/- 180 meters Scaled)
 AQ0276
 AQ0276                          SUPERSEDED SURVEY CONTROL
 AQ0276
 AQ0276  NAVD 88 (06/15/91)    1.378  (m)            4.52   (f) UNKNOWN     1 1
 AQ0276  NGVD 29 (09/01/92)    1.699  (m)            5.57   (f) ADJUSTED    1 1
 AQ0276
 AQ0276.Superseded values are not recommended for survey control.
 AQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0276.See file dsdata.txt to determine how the superseded data were derived.
 AQ0276
 AQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP700068(NAD 83)
 AQ0276_MARKER: DJ = TIDAL STATION DISK
 AQ0276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0276_SP_SET: SEAWALL
 AQ0276_STAMPING: 12 1974
 AQ0276_MARK LOGO: NOS   
 AQ0276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0276+STABILITY: SURFACE MOTION
 AQ0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0276+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1991
 AQ0276
 AQ0276  HISTORY     - Date     Condition        Report By
 AQ0276  HISTORY     - 1974     MONUMENTED       NGS
 AQ0276  HISTORY     - 1975     GOOD             NGS
 AQ0276  HISTORY     - 1976     GOOD             NGS
 AQ0276  HISTORY     - 1978     GOOD             FLDNR
 AQ0276  HISTORY     - 1987     GOOD             FLDNR
 AQ0276  HISTORY     - 1989     GOOD             USPSQD
 AQ0276  HISTORY     - 19910303 GOOD             USPSQD
 AQ0276  HISTORY     - 19910324 GOOD             NGS
 AQ0276
 AQ0276                          STATION DESCRIPTION
 AQ0276
 AQ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ0276'AT ST AUGUSTINE.
 AQ0276'AT ST. AUGUSTINE, IN THE TOP OF A 2 FOOT THICK SEAWALL AT THE
 AQ0276'CITY YACHT PIER, 99.0 FEET EAST OF THE EAST CURB OF AVENIDA
 AQ0276'MENENDEZ STREET, 3.0 FEET NORTH OF THE NORTH SIDE OF A CONCRETE
 AQ0276'DECK AND THE RAIL OF THE PIER, 35.0 FEET EAST OF THE EAST SIDE
 AQ0276'OF THE CITY YACHT PIER BUILDING AT THE STREET, ALONG AVENIDA
 AQ0276'MENENDEZ STREET BETWEEN CADIZ AND MARINE STREETS, ABOUT 2 FEET
 AQ0276'LOWER THAN THE PIER.
 AQ0276
 AQ0276                          STATION RECOVERY (1976)
 AQ0276
 AQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ0276'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 12,1974, SET
 AQ0276'FLUSH IN THE TOP CENTER OF THE 2 FEET THICK SEAWALL AT THE CITY YACHT
 AQ0276'PIER.  3 FEET NORTH OF THE NORTH SIDE OF THE CONCRETE DECK AND RAIL OF
 AQ0276'PIER, AND 2 FEET BELOW IT.  ABOUT 35 FEET EAST OF THE EAST SIDE OF THE
 AQ0276'CITY YACHT PIER BUILDING AT THE STREET.
 AQ0276
 AQ0276                          STATION RECOVERY (1978)
 AQ0276
 AQ0276'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0276'RECOVERED IN GOOD CONDITION.
 AQ0276
 AQ0276                          STATION RECOVERY (1987)
 AQ0276
 AQ0276'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ0276'RECOVERED AS DESCRIBED.
 AQ0276
 AQ0276                          STATION RECOVERY (1989)
 AQ0276
 AQ0276'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ0276'RECOVERED IN GOOD CONDITION.
 AQ0276
 AQ0276                          STATION RECOVERY (1991)
 AQ0276
 AQ0276'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0276'RECOVERED IN GOOD CONDITION.
 AQ0276
 AQ0276                          STATION RECOVERY (1991)
 AQ0276
 AQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0276'IN SAINT AUGUSTINE, AT 100 AVENIDA MENENDEZ, IN A CONCRETE RETAINING
 AQ0276'WALL, 13.4 M (44.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AQ0276'MUNICIPAL MARINA AT 100 AVENIDA MENENDEZ, 0.8 M (2.6 FT) NORTH OF THE
 AQ0276'NORTH EDGE OF THE PIER, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE PIER,
 AQ0276'AND 0.3 M (1.0 FT) WEST OF THE EAST FACE OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1533 ***********************************************************************
 AQ1533  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1533  DESIGNATION -  872 0576 TIDAL 13
 AQ1533  PID         -  AQ1533
 AQ1533  STATE/COUNTY-  FL/ST JOHNS
 AQ1533  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ1533
 AQ1533                         *CURRENT SURVEY CONTROL
 AQ1533  ___________________________________________________________________
 AQ1533* NAD 83(1986)-  29 53 35.     (N)    081 18 41.     (W)     SCALED    
 AQ1533* NAVD 88     -         3.447  (meters)      11.31   (feet)  ADJUSTED  
 AQ1533  ___________________________________________________________________
 AQ1533  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AQ1533  DYNAMIC HT  -           3.443 (meters)      11.30  (feet)  COMP
 AQ1533  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 AQ1533
 AQ1533  VERT ORDER  -  SECOND    CLASS I
 AQ1533
 AQ1533.The horizontal coordinates were scaled from a topographic map and have
 AQ1533.an estimated accuracy of +/- 6 seconds.
 AQ1533
 AQ1533.The orthometric height was determined by differential leveling
 AQ1533.and adjusted by the National Geodetic Survey in April 2002..
 AQ1533
 AQ1533.This Tidal Bench Mark is designated as VM 5209
 AQ1533.by the Center for Operational Oceanographic Products and Services.
 AQ1533
 AQ1533.The geoid height was determined by GEOID03.
 AQ1533
 AQ1533.The dynamic height is computed by dividing the NAVD 88
 AQ1533.geopotential number by the normal gravity value computed on the
 AQ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1533.degrees latitude (g = 980.6199 gals.).
 AQ1533
 AQ1533.The modeled gravity was interpolated from observed gravity values.
 AQ1533
 AQ1533;                    North         East    Units  Estimated Accuracy
 AQ1533;SPC FL E     -   616,050.      169,930.      MT  (+/- 180 meters Scaled)
 AQ1533
 AQ1533                          SUPERSEDED SURVEY CONTROL
 AQ1533
 AQ1533  NAVD 88 (06/15/91)    3.439  (m)           11.28   (f) UNKNOWN     2 1
 AQ1533  NGVD 29 (09/01/92)    3.761  (m)           12.34   (f) ADJUSTED    2 1
 AQ1533
 AQ1533.Superseded values are not recommended for survey control.
 AQ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1533.See file dsdata.txt to determine how the superseded data were derived.
 AQ1533
 AQ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP699069(NAD 83)
 AQ1533_MARKER: Z = SEE DESCRIPTION
 AQ1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1533_SP_SET: TOP OF BRONZE EAGLES HEAD
 AQ1533_MARK LOGO: NOS   
 AQ1533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1533
 AQ1533  HISTORY     - Date     Condition        Report By
 AQ1533  HISTORY     - 1974     MONUMENTED
 AQ1533  HISTORY     - 1976     GOOD             FLDNR
 AQ1533  HISTORY     - 1978     GOOD             FLDNR
 AQ1533  HISTORY     - 1987     GOOD             FLDNR
 AQ1533  HISTORY     - 1989     GOOD             USPSQD
 AQ1533
 AQ1533                          STATION DESCRIPTION
 AQ1533
 AQ1533'DESCRIBED BY FL DEPT OF NAT RES 1976
 AQ1533'IN ST AUGUSTINE.
 AQ1533'THE BENCH MARK IS A BRONZE MEMORIAL STATUE, UNSTAMPED, LOCATED AT THE
 AQ1533'TOP OF THE HEAD OF THE BRONZE EAGLE (18 INCH WING SPREAD) AT THE
 AQ1533'MEMORIAL FLAGPOLE IN THE CIRCLE BETWEEN CHARLOTTE STREET, CATHEDRAL
 AQ1533'PLACE, AND AVENIDA MENENDEZ.  ON THE SOUTH SIDE OF THE BRONZE FLAGPOLE
 AQ1533'BASE.  ABOUT 55 FEET EAST OF CENTERLINE OF CHARLOTTE STREET, ABOUT 50
 AQ1533'FEET NORTH OF CENTERLINE OF CATHEDRAL PLACE.  ABOUT 5 FEET ABOVE
 AQ1533'SIDEWALK.
 AQ1533
 AQ1533                          STATION RECOVERY (1978)
 AQ1533
 AQ1533'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1533'RECOVERED IN GOOD CONDITION.
 AQ1533
 AQ1533                          STATION RECOVERY (1987)
 AQ1533
 AQ1533'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1533'RECOVERED AS DESCRIBED.
 AQ1533
 AQ1533                          STATION RECOVERY (1989)
 AQ1533
 AQ1533'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1544 ***********************************************************************
 AQ1544  DESIGNATION -  872 0576 TIDAL 6 RESET
 AQ1544  PID         -  AQ1544
 AQ1544  STATE/COUNTY-  FL/ST JOHNS
 AQ1544  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ1544
 AQ1544                         *CURRENT SURVEY CONTROL
 AQ1544  ___________________________________________________________________
 AQ1544* NAD 83(1986)-  29 53 31.     (N)    081 18 50.     (W)     SCALED    
 AQ1544* NAVD 88     -         2.042  (meters)       6.70   (feet)  ADJUSTED  
 AQ1544  ___________________________________________________________________
 AQ1544  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AQ1544  DYNAMIC HT  -           2.039 (meters)       6.69  (feet)  COMP
 AQ1544  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 AQ1544
 AQ1544  VERT ORDER  -  FIRST     CLASS I
 AQ1544
 AQ1544.The horizontal coordinates were scaled from a topographic map and have
 AQ1544.an estimated accuracy of +/- 6 seconds.
 AQ1544
 AQ1544.The orthometric height was determined by differential leveling
 AQ1544.and adjusted by the National Geodetic Survey in June 1991..
 AQ1544
 AQ1544.The geoid height was determined by GEOID03.
 AQ1544
 AQ1544.The dynamic height is computed by dividing the NAVD 88
 AQ1544.geopotential number by the normal gravity value computed on the
 AQ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1544.degrees latitude (g = 980.6199 gals.).
 AQ1544
 AQ1544.The modeled gravity was interpolated from observed gravity values.
 AQ1544
 AQ1544;                    North         East    Units  Estimated Accuracy
 AQ1544;SPC FL E     -   615,930.      169,680.      MT  (+/- 180 meters Scaled)
 AQ1544
 AQ1544                          SUPERSEDED SURVEY CONTROL
 AQ1544
 AQ1544.No superseded survey control is available for this station.
 AQ1544
 AQ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP696068(NAD 83)
 AQ1544_MARKER: Q = CHISELED SQUARE
 AQ1544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1544_SP_SET: MARBLE POST
 AQ1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1544+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 AQ1544
 AQ1544  HISTORY     - Date     Condition        Report By
 AQ1544  HISTORY     - UNK      MONUMENTED
 AQ1544  HISTORY     - 19910324 GOOD             NGS
 AQ1544  HISTORY     - 20050109 GOOD             USPSQD
 AQ1544
 AQ1544                          STATION DESCRIPTION
 AQ1544
 AQ1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ1544'IN SAINT AUGUSTINE, AT THE INTERSECTION OF KING AND SAINT GEORGE
 AQ1544'STREETS, A 1-INCH OUTLINED CHISELED SQUARE IN THE NORTH SIDE OF A
 AQ1544'6-INCH MARBLE POST IN THE NORTH CURB OF KING STREET, 7.8 M (25.6 FT)
 AQ1544'NORTH OF AND LEVEL WITH THE CENTERLINE OF KING STREET, AND 5.6 M
 AQ1544'(18.4 FT) WEST OF THE CENTERLINE OF SAINT GEORGE STREET.
 AQ1544
 AQ1544                          STATION RECOVERY (2005)
 AQ1544
 AQ1544'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AQ1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1587 ***********************************************************************
 AQ1587  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1587  DESIGNATION -  872 0587 D TIDAL
 AQ1587  PID         -  AQ1587
 AQ1587  STATE/COUNTY-  FL/ST JOHNS
 AQ1587  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ1587
 AQ1587                         *CURRENT SURVEY CONTROL
 AQ1587  ___________________________________________________________________
 AQ1587* NAD 83(1986)-  29 51 07.     (N)    081 15 59.     (W)     SCALED    
 AQ1587* NAVD 88     -         2.579  (meters)       8.46   (feet)  ADJUSTED  
 AQ1587  ___________________________________________________________________
 AQ1587  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AQ1587  DYNAMIC HT  -           2.576 (meters)       8.45  (feet)  COMP
 AQ1587  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 AQ1587
 AQ1587  VERT ORDER  -  FIRST     CLASS II
 AQ1587
 AQ1587.The horizontal coordinates were scaled from a topographic map and have
 AQ1587.an estimated accuracy of +/- 6 seconds.
 AQ1587
 AQ1587.The orthometric height was determined by differential leveling
 AQ1587.and adjusted by the National Geodetic Survey in May 1994..
 AQ1587
 AQ1587.This Tidal Bench Mark is designated as VM 5217
 AQ1587.by the Center for Operational Oceanographic Products and Services.
 AQ1587
 AQ1587.The geoid height was determined by GEOID03.
 AQ1587
 AQ1587.The dynamic height is computed by dividing the NAVD 88
 AQ1587.geopotential number by the normal gravity value computed on the
 AQ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1587.degrees latitude (g = 980.6199 gals.).
 AQ1587
 AQ1587.The modeled gravity was interpolated from observed gravity values.
 AQ1587
 AQ1587;                    North         East    Units  Estimated Accuracy
 AQ1587;SPC FL E     -   611,490.      174,260.      MT  (+/- 180 meters Scaled)
 AQ1587
 AQ1587                          SUPERSEDED SURVEY CONTROL
 AQ1587
 AQ1587  NAVD 88 (06/15/91)    2.596  (m)            8.52   (f) UNKNOWN     1 2
 AQ1587  NGVD 29 (09/01/92)    2.904  (m)            9.53   (f) ADJUSTED    1 2
 AQ1587
 AQ1587.Superseded values are not recommended for survey control.
 AQ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1587.See file dsdata.txt to determine how the superseded data were derived.
 AQ1587
 AQ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP742024(NAD 83)
 AQ1587_MARKER: DJ = TIDAL STATION DISK
 AQ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1587_SP_SET: CONCRETE POST
 AQ1587_STAMPING: 0587 D 1978
 AQ1587_MARK LOGO: NOS   
 AQ1587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1587+STABILITY: SURFACE MOTION
 AQ1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1587+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1991
 AQ1587
 AQ1587  HISTORY     - Date     Condition        Report By
 AQ1587  HISTORY     - 1978     MONUMENTED       NOS
 AQ1587  HISTORY     - 1978     GOOD             FLDNR
 AQ1587  HISTORY     - 1987     GOOD             FLDNR
 AQ1587  HISTORY     - 1988     GOOD             USPSQD
 AQ1587  HISTORY     - 1990     GOOD             USPSQD
 AQ1587  HISTORY     - 19910324 GOOD             NGS
 AQ1587
 AQ1587                          STATION DESCRIPTION
 AQ1587
 AQ1587'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1587'ST AUGUSTINE BEACH.
 AQ1587'BEGINNING AT THE ST. AUGUSTINE BEACH FIRE STATION, PROCEED 0.35 MILES
 AQ1587'SOUTH ALONG US HIGHWAY A1A TO THE LOCATION OF THE MARK. THE MARK
 AQ1587'BEARS 2.6 FEET EAST OF A CONCRETE POWER POLE, 30.0 FEET EAST OF THE
 AQ1587'CENTER LINE OF US HIGHWAY A1A, AND 104.2 FEET SOUTH OF 11TH STREET.
 AQ1587
 AQ1587                          STATION RECOVERY (1987)
 AQ1587
 AQ1587'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1587'RECOVERED AS DESCRIBED.  THE MARK IS 1.0 E FROM A WHITNESS POST.
 AQ1587
 AQ1587                          STATION RECOVERY (1988)
 AQ1587
 AQ1587'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1587'RECOVERED IN GOOD CONDITION.
 AQ1587
 AQ1587                          STATION RECOVERY (1990)
 AQ1587
 AQ1587'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1587'RECOVERED IN GOOD CONDITION.
 AQ1587
 AQ1587                          STATION RECOVERY (1991)
 AQ1587
 AQ1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1587'IN SAINT AUGUSTINE BEACH, AT THE INTERSECTION OF STATE HIGHWAY A1A AND
 AQ1587'11TH STREET, 38.1 M (125.0 FT) NORTH OF THE CENTER OF 10TH STREET,
 AQ1587'31.5 M (103.3 FT) SOUTH OF THE STREET CENTER, 9.1 M (29.9 FT) EAST OF
 AQ1587'AND LEVEL WITH THE HIGHWAY CENTERLINE, 3.8 M (12.5 FT) NORTH OF THE
 AQ1587'CENTER OF AN ALLEY, 0.8 M (2.6 FT) EAST OF UTILITY LIGHT POLE NUMBER
 AQ1587'190F45, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AQ1587'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2636 ***********************************************************************
 AQ2636  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2636  DESIGNATION -  872 0596 A TIDAL
 AQ2636  PID         -  AQ2636
 AQ2636  STATE/COUNTY-  FL/ST JOHNS
 AQ2636  USGS QUAD   -  RIVERDALE (1991)
 AQ2636
 AQ2636                         *CURRENT SURVEY CONTROL
 AQ2636  ___________________________________________________________________
 AQ2636* NAD 83(1986)-  29 51 29.     (N)    081 33 17.     (W)     SCALED    
 AQ2636* NAVD 88     -         1.494  (meters)       4.90   (feet)  POSTED    
 AQ2636  ___________________________________________________________________
 AQ2636  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ2636  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 AQ2636  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 AQ2636
 AQ2636  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2636
 AQ2636.The horizontal coordinates were scaled from a topographic map and have
 AQ2636.an estimated accuracy of +/- 6 seconds.
 AQ2636
 AQ2636.The orthometric height was determined by differential leveling
 AQ2636.and adjusted by the National Geodetic Survey in 1992..
 AQ2636.No vertical observational check was made to the station.
 AQ2636.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2636.was located on a no-check spur therefore a value was not computed.
 AQ2636
 AQ2636.This Tidal Bench Mark is designated as VM 5221
 AQ2636.by the Center for Operational Oceanographic Products and Services.
 AQ2636
 AQ2636.The geoid height was determined by GEOID03.
 AQ2636
 AQ2636.The dynamic height is computed by dividing the NAVD 88
 AQ2636.geopotential number by the normal gravity value computed on the
 AQ2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2636.degrees latitude (g = 980.6199 gals.).
 AQ2636
 AQ2636.The modeled gravity was interpolated from observed gravity values.
 AQ2636
 AQ2636;                    North         East    Units  Estimated Accuracy
 AQ2636;SPC FL E     -   612,260.      146,400.      MT  (+/- 180 meters Scaled)
 AQ2636
 AQ2636                          SUPERSEDED SURVEY CONTROL
 AQ2636
 AQ2636  NGVD 29 (09/01/92)    1.795  (m)            5.89   (f) ADJUSTED    2 1
 AQ2636
 AQ2636.Superseded values are not recommended for survey control.
 AQ2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2636.See file dsdata.txt to determine how the superseded data were derived.
 AQ2636
 AQ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP464031(NAD 83)
 AQ2636_MARKER: DJ = TIDAL STATION DISK
 AQ2636_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ2636_SP_SET: CONCRETE PAD
 AQ2636_STAMPING: 0596 A 1978
 AQ2636_MARK LOGO: NOS   
 AQ2636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2636
 AQ2636  HISTORY     - Date     Condition        Report By
 AQ2636  HISTORY     - 1978     MONUMENTED       NOS
 AQ2636  HISTORY     - 1984     GOOD             FLDNR
 AQ2636
 AQ2636                          STATION DESCRIPTION
 AQ2636
 AQ2636'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2636'11.5 MI NW FROM SPUDS.
 AQ2636'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2636'11.5 MILES NORTH ON C-13 TO THE TOCOI FISH CAMP AND THE MARK.  THE
 AQ2636'MARK BEARS 45 FEET NORTHWEST OF THE CENTERLINE OF C-13, 9.2 FEET
 AQ2636'SOUTHEAST OF THE FISH CAMP STORE ENTRANCE, AND IS SET IN A 4-FOOT BY
 AQ2636'6-FOOT CONCRETE PAD.
 AQ2636'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2635 ***********************************************************************
 AQ2635  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2635  DESIGNATION -  872 0596 B TIDAL
 AQ2635  PID         -  AQ2635
 AQ2635  STATE/COUNTY-  FL/ST JOHNS
 AQ2635  USGS QUAD   -  RIVERDALE (1991)
 AQ2635
 AQ2635                         *CURRENT SURVEY CONTROL
 AQ2635  ___________________________________________________________________
 AQ2635* NAD 83(1986)-  29 51 13.     (N)    081 33 24.     (W)     SCALED    
 AQ2635* NAVD 88     -         2.965  (meters)       9.73   (feet)  POSTED    
 AQ2635  ___________________________________________________________________
 AQ2635  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AQ2635  DYNAMIC HT  -           2.960 (meters)       9.71  (feet)  COMP
 AQ2635  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 AQ2635
 AQ2635  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2635
 AQ2635.The horizontal coordinates were scaled from a topographic map and have
 AQ2635.an estimated accuracy of +/- 6 seconds.
 AQ2635
 AQ2635.The orthometric height was determined by differential leveling
 AQ2635.and adjusted by the National Geodetic Survey in 1992..
 AQ2635.No vertical observational check was made to the station.
 AQ2635.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2635.was located on a no-check spur therefore a value was not computed.
 AQ2635
 AQ2635.This Tidal Bench Mark is designated as VM 5222
 AQ2635.by the Center for Operational Oceanographic Products and Services.
 AQ2635
 AQ2635.The geoid height was determined by GEOID03.
 AQ2635
 AQ2635.The dynamic height is computed by dividing the NAVD 88
 AQ2635.geopotential number by the normal gravity value computed on the
 AQ2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2635.degrees latitude (g = 980.6199 gals.).
 AQ2635
 AQ2635.The modeled gravity was interpolated from observed gravity values.
 AQ2635
 AQ2635;                    North         East    Units  Estimated Accuracy
 AQ2635;SPC FL E     -   611,770.      146,210.      MT  (+/- 180 meters Scaled)
 AQ2635
 AQ2635                          SUPERSEDED SURVEY CONTROL
 AQ2635
 AQ2635  NGVD 29 (09/01/92)    3.266  (m)           10.72   (f) ADJUSTED    2 1
 AQ2635
 AQ2635.Superseded values are not recommended for survey control.
 AQ2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2635.See file dsdata.txt to determine how the superseded data were derived.
 AQ2635
 AQ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462026(NAD 83)
 AQ2635_MARKER: DJ = TIDAL STATION DISK
 AQ2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2635_SP_SET: CONCRETE POST
 AQ2635_STAMPING: 0596 B 1978
 AQ2635_MARK LOGO: NOS   
 AQ2635_PROJECTION: FLUSH
 AQ2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2635+STABILITY: SURFACE MOTION
 AQ2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2635+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 AQ2635
 AQ2635  HISTORY     - Date     Condition        Report By
 AQ2635  HISTORY     - 1978     MONUMENTED       NOS
 AQ2635  HISTORY     - 1984     GOOD             FLDNR
 AQ2635  HISTORY     - 19990603 MARK NOT FOUND   FLDEP
 AQ2635  HISTORY     - 20030501 MARK NOT FOUND   FLDEP
 AQ2635
 AQ2635                          STATION DESCRIPTION
 AQ2635
 AQ2635'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2635'11.15 MI NW FROM SPUDS.
 AQ2635'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2635'11.1 MILES NORTH OF C-13 TO THE MARK.  THE MARK BEARS 42.2 FEET WEST
 AQ2635'OF THE CENTERLINE OF THE HIGHWAY, 42.2 FEET SOUTH OF THE CENTERLINE
 AQ2635'OF THE DRIVE TO THE SUTTON RESIDENCE, 75.5 FEET NORTH OF A 3-FOOT
 AQ2635'DIAMETER OAK TREE, 1.6 FEET EAST OF A WITNESS POST, AND 0.35 MILE
 AQ2635'SOUTHWEST OF BENCH MARK 0596 A 1978.
 AQ2635'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AQ2635
 AQ2635                          STATION RECOVERY (1999)
 AQ2635
 AQ2635'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2635'THE MARK WAS NOT FOUND.
 AQ2635
 AQ2635                          STATION RECOVERY (2003)
 AQ2635
 AQ2635'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 AQ2635'SEARCHED FOR AND NOT RECOVERED. LOCATION APPEARS TO BE IN FRONT OF THE
 AQ2635'RESIDENCE AT 13745 STATE ROAD 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2634 ***********************************************************************
 AQ2634  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2634  DESIGNATION -  872 0596 C TIDAL
 AQ2634  PID         -  AQ2634
 AQ2634  STATE/COUNTY-  FL/ST JOHNS
 AQ2634  USGS QUAD   -  RIVERDALE (1991)
 AQ2634
 AQ2634                         *CURRENT SURVEY CONTROL
 AQ2634  ___________________________________________________________________
 AQ2634* NAD 83(1986)-  29 50 58.     (N)    081 33 24.     (W)     SCALED    
 AQ2634* NAVD 88     -         3.207  (meters)      10.52   (feet)  ADJUSTED  
 AQ2634  ___________________________________________________________________
 AQ2634  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ2634  DYNAMIC HT  -           3.203 (meters)      10.51  (feet)  COMP
 AQ2634  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 AQ2634
 AQ2634  VERT ORDER  -  SECOND    CLASS I
 AQ2634
 AQ2634.The horizontal coordinates were scaled from a topographic map and have
 AQ2634.an estimated accuracy of +/- 6 seconds.
 AQ2634
 AQ2634.The orthometric height was determined by differential leveling
 AQ2634.and adjusted by the National Geodetic Survey in May 2004..
 AQ2634
 AQ2634.This Tidal Bench Mark is designated as VM 5223
 AQ2634.by the Center for Operational Oceanographic Products and Services.
 AQ2634
 AQ2634.The geoid height was determined by GEOID03.
 AQ2634
 AQ2634.The dynamic height is computed by dividing the NAVD 88
 AQ2634.geopotential number by the normal gravity value computed on the
 AQ2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2634.degrees latitude (g = 980.6199 gals.).
 AQ2634
 AQ2634.The modeled gravity was interpolated from observed gravity values.
 AQ2634
 AQ2634;                    North         East    Units  Estimated Accuracy
 AQ2634;SPC FL E     -   611,310.      146,210.      MT  (+/- 180 meters Scaled)
 AQ2634
 AQ2634                          SUPERSEDED SURVEY CONTROL
 AQ2634
 AQ2634  NAVD 88 (??/??/92)    3.207  (m)           10.52   (f) UNKNOWN     3 0
 AQ2634  NGVD 29 (09/01/92)    3.508  (m)           11.51   (f) ADJUSTED    2 1
 AQ2634
 AQ2634.Superseded values are not recommended for survey control.
 AQ2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2634.See file dsdata.txt to determine how the superseded data were derived.
 AQ2634
 AQ2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462022(NAD 83)
 AQ2634_MARKER: DJ = TIDAL STATION DISK
 AQ2634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2634_SP_SET: HEADWALL
 AQ2634_STAMPING: 0596 C 1978
 AQ2634_MARK LOGO: NOS   
 AQ2634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2634+STABILITY: SURFACE MOTION
 AQ2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2634+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 AQ2634
 AQ2634  HISTORY     - Date     Condition        Report By
 AQ2634  HISTORY     - 1978     MONUMENTED       NOS
 AQ2634  HISTORY     - 1984     GOOD             FLDNR
 AQ2634  HISTORY     - 19990603 GOOD             FLDEP
 AQ2634
 AQ2634                          STATION DESCRIPTION
 AQ2634
 AQ2634'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2634'10.9 MI NW FROM SPUDS.
 AQ2634'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2634'10.9 MILES NORTH ON C-13 TO A ROAD CULVERT AND THE MARK.  THE MARK
 AQ2634'BEARS 23 FEET EAST OF THE CENTERLINE OF C-13, 65 FEET EAST OF THE ST.
 AQ2634'JOHNS RIVER, AND IS SET IN TOP OF THE CULVERT HEADWALL.  THE MARK IS
 AQ2634'2.3 FEET SOUTH OF A WITNESS POST, AND 0.25 MILE SOUTH OF BENCH MARK
 AQ2634'0596 B 1978.
 AQ2634'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2634
 AQ2634                          STATION RECOVERY (1999)
 AQ2634
 AQ2634'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2634'THE MARK IS AT TOCOI POINT, 20.9 MI (33.6 KM) SOUTHEAST OF GREEN COVE
 AQ2634'SPRING, 14.7 MI (23.7 KM) WEST OF SAINT AUGUSTINE, IN SECTION 42,
 AQ2634'TOWNSHIP 7 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ2634'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 AQ2634'IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 AQ2634'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 AQ2634'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 5.1 MI (8.2 KM) TO THE
 AQ2634'Y-JUNCTION OF STATE ROAD 13 AND STATE ROAD 16, BEAR RIGHT AND GO SOUTH
 AQ2634'ON STATE ROAD 13 AND STATE ROAD 16 FOR 15.9 MI (25.6 KM) TO THE MARK
 AQ2634'ON THE LEFT SET IN THE TOP OF THE CONCRETE HEADWALL. LOCATED 23.0 FT
 AQ2634'(7.0 M) EAST OF THE CENTERLINE OF STATE ROAD 13 AND 2.3 FT (0.7 M)
 AQ2634'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2632 ***********************************************************************
 AQ2632  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2632  DESIGNATION -  872 0596 TIDAL 1
 AQ2632  PID         -  AQ2632
 AQ2632  STATE/COUNTY-  FL/ST JOHNS
 AQ2632  USGS QUAD   -  RIVERDALE (1991)
 AQ2632
 AQ2632                         *CURRENT SURVEY CONTROL
 AQ2632  ___________________________________________________________________
 AQ2632* NAD 83(1986)-  29 50 44.     (N)    081 33 30.     (W)     SCALED    
 AQ2632* NAVD 88     -         2.745  (meters)       9.01   (feet)  ADJUSTED  
 AQ2632  ___________________________________________________________________
 AQ2632  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ2632  DYNAMIC HT  -           2.742 (meters)       9.00  (feet)  COMP
 AQ2632  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 AQ2632
 AQ2632  VERT ORDER  -  SECOND    CLASS I
 AQ2632
 AQ2632.The horizontal coordinates were scaled from a topographic map and have
 AQ2632.an estimated accuracy of +/- 6 seconds.
 AQ2632
 AQ2632.The orthometric height was determined by differential leveling
 AQ2632.and adjusted by the National Geodetic Survey in May 2004..
 AQ2632
 AQ2632.This Tidal Bench Mark is designated as VM 5219
 AQ2632.by the Center for Operational Oceanographic Products and Services.
 AQ2632
 AQ2632.The geoid height was determined by GEOID03.
 AQ2632
 AQ2632.The dynamic height is computed by dividing the NAVD 88
 AQ2632.geopotential number by the normal gravity value computed on the
 AQ2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2632.degrees latitude (g = 980.6199 gals.).
 AQ2632
 AQ2632.The modeled gravity was interpolated from observed gravity values.
 AQ2632
 AQ2632;                    North         East    Units  Estimated Accuracy
 AQ2632;SPC FL E     -   610,880.      146,050.      MT  (+/- 180 meters Scaled)
 AQ2632
 AQ2632                          SUPERSEDED SURVEY CONTROL
 AQ2632
 AQ2632  NAVD 88 (??/??/92)    2.745  (m)            9.01   (f) UNKNOWN     3 0
 AQ2632  NGVD 29 (09/01/92)    3.047  (m)           10.00   (f) ADJUSTED    2 1
 AQ2632
 AQ2632.Superseded values are not recommended for survey control.
 AQ2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2632.See file dsdata.txt to determine how the superseded data were derived.
 AQ2632
 AQ2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP460018(NAD 83)
 AQ2632_MARKER: DJ = TIDAL STATION DISK
 AQ2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2632_SP_SET: CONCRETE POST
 AQ2632_STAMPING: NO 1 1934
 AQ2632_MARK LOGO: CGS   
 AQ2632_PROJECTION: FLUSH
 AQ2632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2632+STABILITY: SURFACE MOTION
 AQ2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2632+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 AQ2632
 AQ2632  HISTORY     - Date     Condition        Report By
 AQ2632  HISTORY     - 1934     MONUMENTED       CGS
 AQ2632  HISTORY     - 1984     GOOD             FLDNR
 AQ2632  HISTORY     - 19990603 GOOD             FLDEP
 AQ2632
 AQ2632                          STATION DESCRIPTION
 AQ2632
 AQ2632'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2632'10.6 MI NW FROM SPUDS.
 AQ2632'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2632'10.6 MILES NORTH ON C-13 TO THE JUNCTION OF COUNTY ROAD C-214 AND THE
 AQ2632'MARK.  THE MARK BEARS 51 FEET EAST OF THE CENTERLINE OF C-13, 49 FEET
 AQ2632'SOUTH OF THE CENTERLINE OF C-214, 39.5 FEET NORTHWEST OF THE NORTH
 AQ2632'CORNER OF A HOUSE, AND 5 FEET EAST OF THE NORTHWEST CORNER OF A
 AQ2632'CHAIN-LINK FENCE
 AQ2632'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AQ2632
 AQ2632                          STATION RECOVERY (1999)
 AQ2632
 AQ2632'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2632'THE MARK IS AT TOCOI POINT, 21.3 MI (34.3 KM) SOUTHEAST OF GREEN COVE
 AQ2632'SPRING, 15.0 MI (24.1 KM) WEST OF SAINT AUGUSTINE, IN SECTION 42,
 AQ2632'TOWNSHIP 7 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ2632'OF STATE ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE
 AQ2632'DE LEON BOULEVARD) ON THE NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON
 AQ2632'U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) FOR 1.95 MI (3.14 KM) TO THE
 AQ2632'INTERSECTION OF KING STREET, TURN RIGHT ON KING STREET AND GO WEST FOR
 AQ2632'15.15 MI (24.38 KM) TO THE T-JUNCTION OF STATE ROAD 13 AND THE MARK ON
 AQ2632'THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.6 FT
 AQ2632'(18.3 CM) ABOVE THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE
 AQ2632'LEVEL OF KING STREET (COUNTY ROAD 214).  THIS MARK CAN ALSO BE REACHED
 AQ2632'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16
 AQ2632'(FERRIS STREET) IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17
 AQ2632'(ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) FOR 0.6 MI (1.0 KM)
 AQ2632'TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT, TURN LEFT ON STATE
 AQ2632'ROAD 16 AND GO EAST FOR 5.1 MI (8.2 KM) TO THE Y-JUNCTION OF STATE
 AQ2632'ROAD 13 AND STATE ROAD 16, BEAR RIGHT AND GO SOUTH ON STATE ROAD 13
 AQ2632'AND STATE ROAD 16 FOR 16.2 MI (26.1 KM) TO THE JUNCTION OF COUNTY ROAD
 AQ2632'214 ON THE LEFT AND THE MARK ON THE LEFT. LOCATED 51.0 FT (15.5 M)
 AQ2632'EAST OF THE CENTERLINE OF STATE ROAD 13 AND STATE ROAD 16, 49.0 FT
 AQ2632'(14.9 M) SOUTH OF THE CENTERLINE OF KING STREET (COUNTY ROAD 214), 4.5
 AQ2632'FT (1.4 M) SOUTH OF A POWER POLE WITH A TRANFORMER BOX NUMBER P65
 AQ2632'ATTACHED AND 3.2 FT (1.0 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2633 ***********************************************************************
 AQ2633  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2633  DESIGNATION -  872 0596 TIDAL 3
 AQ2633  PID         -  AQ2633
 AQ2633  STATE/COUNTY-  FL/ST JOHNS
 AQ2633  USGS QUAD   -  RIVERDALE (1991)
 AQ2633
 AQ2633                         *CURRENT SURVEY CONTROL
 AQ2633  ___________________________________________________________________
 AQ2633* NAD 83(1986)-  29 50 46.     (N)    081 33 28.     (W)     SCALED    
 AQ2633* NAVD 88     -         2.970  (meters)       9.74   (feet)  ADJUSTED  
 AQ2633  ___________________________________________________________________
 AQ2633  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ2633  DYNAMIC HT  -           2.966 (meters)       9.73  (feet)  COMP
 AQ2633  MODELED GRAV-     979,316.2   (mgal)                       NAVD 88
 AQ2633
 AQ2633  VERT ORDER  -  SECOND    CLASS I
 AQ2633
 AQ2633.The horizontal coordinates were scaled from a topographic map and have
 AQ2633.an estimated accuracy of +/- 6 seconds.
 AQ2633
 AQ2633.The orthometric height was determined by differential leveling
 AQ2633.and adjusted by the National Geodetic Survey in May 2004..
 AQ2633
 AQ2633.This Tidal Bench Mark is designated as VM 5220
 AQ2633.by the Center for Operational Oceanographic Products and Services.
 AQ2633
 AQ2633.The geoid height was determined by GEOID03.
 AQ2633
 AQ2633.The dynamic height is computed by dividing the NAVD 88
 AQ2633.geopotential number by the normal gravity value computed on the
 AQ2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2633.degrees latitude (g = 980.6199 gals.).
 AQ2633
 AQ2633.The modeled gravity was interpolated from observed gravity values.
 AQ2633
 AQ2633;                    North         East    Units  Estimated Accuracy
 AQ2633;SPC FL E     -   610,940.      146,100.      MT  (+/- 180 meters Scaled)
 AQ2633
 AQ2633                          SUPERSEDED SURVEY CONTROL
 AQ2633
 AQ2633  NAVD 88 (??/??/92)    2.975  (m)            9.76   (f) UNKNOWN     3 0
 AQ2633  NGVD 29 (09/01/92)    3.277  (m)           10.75   (f) ADJUSTED    2 1
 AQ2633
 AQ2633.Superseded values are not recommended for survey control.
 AQ2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2633.See file dsdata.txt to determine how the superseded data were derived.
 AQ2633
 AQ2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP461018(NAD 83)
 AQ2633_MARKER: DJ = TIDAL STATION DISK
 AQ2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2633_SP_SET: CONCRETE POST
 AQ2633_STAMPING: NO 3 1934
 AQ2633_MARK LOGO: CGS   
 AQ2633_PROJECTION: FLUSH
 AQ2633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2633+STABILITY: SURFACE MOTION
 AQ2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2633+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 AQ2633
 AQ2633  HISTORY     - Date     Condition        Report By
 AQ2633  HISTORY     - 1934     MONUMENTED       CGS
 AQ2633  HISTORY     - 1984     GOOD             FLDNR
 AQ2633  HISTORY     - 19990603 GOOD             FLDEP
 AQ2633
 AQ2633                          STATION DESCRIPTION
 AQ2633
 AQ2633'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2633'10.6 MI NW FROM SPUDS.
 AQ2633'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2633'10.6 MILES NORTH ON C-13 TO THE JUNCTION OF COUNTY ROAD C-214 AND THE
 AQ2633'MARK.  THE MARK BEARS 388 FEET NORTH OF THE CENTERLINE OF C-214, 47
 AQ2633'FEET EAST OF THE CENTERLINE OF C-13, 163 FEET NORTH-NORTHEAST OF THE
 AQ2633'NORTH END OF A CULVERT HEADWALL, AND 1 FOOT SOUTH OF A WITNESS POST.
 AQ2633'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2633
 AQ2633                          STATION RECOVERY (1999)
 AQ2633
 AQ2633'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2633'THE MARK IS AT TOCOI POINT, 21.2 MI (34.1 KM) SOUTHEAST OF GREEN COVE
 AQ2633'SPRING, 15.0 MI (24.1 KM) WEST OF SAINT AUGUSTINE, IN SECTION 42,
 AQ2633'TOWNSHIP 7 SOUTH, RANGE 27 EAST TO REACH THE MARK FROM THE JUNCTION OF
 AQ2633'U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) IN
 AQ2633'GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16 FOR
 AQ2633'0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 AQ2633'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 5.1 MI (8.2 KM) TO THE
 AQ2633'Y-JUNCTION OF STATE ROAD 13 AND STATE ROAD 16, BEAR RIGHT AND CONTINUE
 AQ2633'SOUTH ON STATE ROAD 13 AND STATE ROAD 16 FOR 16.2 MI (26.1 KM) TO THE
 AQ2633'MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.6
 AQ2633'FT (18.3 CM) ABOVE BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT (0.9
 AQ2633'M) ABOVE THE LEVEL OF STATE ROAD 13. LOCATED 388.0 FT (118.3 M) NORTH
 AQ2633'OF THE CENTERLINE OF KING STREET (COUNTY ROAD 214), 163.0 FT (49.7 M)
 AQ2633'NORTH-NORTHEAST OF THE NORTH END OF A CULVERT HEADWALL, 47.0 FT (14.3
 AQ2633'M) EAST OF THE CENTERLINE OF STATE ROAD 13 AND STATE ROAD 16 AND 1.0
 AQ2633'FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1585 ***********************************************************************
 AQ1585  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1585  DESIGNATION -  872 0623 A TIDAL
 AQ1585  PID         -  AQ1585
 AQ1585  STATE/COUNTY-  FL/ST JOHNS
 AQ1585  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ1585
 AQ1585                         *CURRENT SURVEY CONTROL
 AQ1585  ___________________________________________________________________
 AQ1585* NAD 83(1986)-  29 47 25.     (N)    081 16 07.     (W)     SCALED    
 AQ1585* NAVD 88     -         1.307  (meters)       4.29   (feet)  ADJUSTED  
 AQ1585  ___________________________________________________________________
 AQ1585  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ1585  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 AQ1585  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 AQ1585
 AQ1585  VERT ORDER  -  SECOND    CLASS I
 AQ1585
 AQ1585.The horizontal coordinates were scaled from a topographic map and have
 AQ1585.an estimated accuracy of +/- 6 seconds.
 AQ1585
 AQ1585.The orthometric height was determined by differential leveling
 AQ1585.and adjusted by the National Geodetic Survey in April 2002..
 AQ1585.No vertical observational check was made to the station.
 AQ1585
 AQ1585.This Tidal Bench Mark is designated as VM 10727
 AQ1585.by the Center for Operational Oceanographic Products and Services.
 AQ1585
 AQ1585.The geoid height was determined by GEOID03.
 AQ1585
 AQ1585.The dynamic height is computed by dividing the NAVD 88
 AQ1585.geopotential number by the normal gravity value computed on the
 AQ1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1585.degrees latitude (g = 980.6199 gals.).
 AQ1585
 AQ1585.The modeled gravity was interpolated from observed gravity values.
 AQ1585
 AQ1585;                    North         East    Units  Estimated Accuracy
 AQ1585;SPC FL E     -   604,650.      174,030.      MT  (+/- 180 meters Scaled)
 AQ1585
 AQ1585                          SUPERSEDED SURVEY CONTROL
 AQ1585
 AQ1585  NAVD 88 (06/15/91)    1.328  (m)            4.36   (f) UNKNOWN     2 1
 AQ1585  NGVD 29 (09/01/92)    1.655  (m)            5.43   (f) ADJUSTED    2 1
 AQ1585
 AQ1585.Superseded values are not recommended for survey control.
 AQ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1585.See file dsdata.txt to determine how the superseded data were derived.
 AQ1585
 AQ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN740955(NAD 83)
 AQ1585_MARKER: DJ = TIDAL STATION DISK
 AQ1585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1585_SP_SET: BULKHEAD
 AQ1585_STAMPING: 0623 A 1978
 AQ1585_MARK LOGO: NOS   
 AQ1585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1585
 AQ1585  HISTORY     - Date     Condition        Report By
 AQ1585  HISTORY     - 1978     MONUMENTED       NOS
 AQ1585  HISTORY     - 1978     GOOD             FLDNR
 AQ1585  HISTORY     - 1987     GOOD             FLDNR
 AQ1585  HISTORY     - 1989     GOOD             USPSQD
 AQ1585  HISTORY     - 1990     GOOD             USPSQD
 AQ1585
 AQ1585                          STATION DESCRIPTION
 AQ1585
 AQ1585'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1585'1.5 MI NORTH FROM CRESCENT BEACH.
 AQ1585'BEGINNING AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 206 AT
 AQ1585'CRESCENT BEACH, PROCEED 1.5 MILES NORTH ALONG US HIGHWAY A1A TO
 AQ1585'PALMETTO DRIVE, THENCE 0.42 MILE WEST ALONG PALMETTO DRIVE TO THE
 AQ1585'LOCATION OF THE MARK. THE MARK BEARS 21 FEET SOUTH OF JETTY, 1.6 FEET
 AQ1585'NORTHEAST OF THE TOP STEP OF THE BOAT RAMP, 27.1 FEET NORTH OF BOAT
 AQ1585'RAMP, AND 225 FEET EAST OF THE TIDE STATION.
 AQ1585
 AQ1585                          STATION RECOVERY (1987)
 AQ1585
 AQ1585'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1585'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOR THE
 AQ1585'MARK FOLLOWS - BEGIN AT THE INTERSECTION OF U.S. HIGHWAY A1A AND STATE
 AQ1585'ROAD 206 AT CRESCENT BEACH, GO 1.6 MILES NORTH ALONG U.S. HIGHWAY A1A
 AQ1585'TO THE JUNCTION OF PALMETTO DRIVE, GO 0.4 MILE WEST ALONG PALMETTO
 AQ1585'DRIVE TO A BOAT RAMP AND THE MARK.  THE MARK IS IN THE NORTH BULKHEAD
 AQ1585'OF THE BOAT RAMP.  THE MARK BEARS 355 FEET EAST OF THE WEST END OF THE
 AQ1585'DRIVE, 19.7 FEET SOUTH OF THE CENTERLINE OF PALMETTO DRIVE, 47.8 FEET
 AQ1585'WEST OF THE NORTHWEST CORNER OF THE BOAT RAMP BULKHEAD, 4.5 FEET NORTH
 AQ1585'OF THE SOUTH SIDE OF THE NORTH BULKHEAD, AND 1.6 FEET NORTHEAST OF THE
 AQ1585'NORTHEAST CORNER OF THE TOP STEP FOR THE BOAT RAMP.  THE MARK IS ABOUT
 AQ1585'LEVEL WITH THE ROAD.
 AQ1585
 AQ1585                          STATION RECOVERY (1989)
 AQ1585
 AQ1585'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1585'RECOVERED IN GOOD CONDITION.
 AQ1585
 AQ1585                          STATION RECOVERY (1990)
 AQ1585
 AQ1585'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1584 ***********************************************************************
 AQ1584  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1584  DESIGNATION -  872 0623 B TIDAL
 AQ1584  PID         -  AQ1584
 AQ1584  STATE/COUNTY-  FL/ST JOHNS
 AQ1584  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ1584
 AQ1584                         *CURRENT SURVEY CONTROL
 AQ1584  ___________________________________________________________________
 AQ1584* NAD 83(1986)-  29 47 28.     (N)    081 15 59.     (W)     SCALED    
 AQ1584* NAVD 88     -         1.162  (meters)       3.81   (feet)  ADJUSTED  
 AQ1584  ___________________________________________________________________
 AQ1584  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ1584  DYNAMIC HT  -           1.161 (meters)       3.81  (feet)  COMP
 AQ1584  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 AQ1584
 AQ1584  VERT ORDER  -  FIRST     CLASS II
 AQ1584
 AQ1584.The horizontal coordinates were scaled from a topographic map and have
 AQ1584.an estimated accuracy of +/- 6 seconds.
 AQ1584
 AQ1584.The orthometric height was determined by differential leveling
 AQ1584.and adjusted by the National Geodetic Survey in May 1994..
 AQ1584
 AQ1584.This Tidal Bench Mark is designated as VM 10728
 AQ1584.by the Center for Operational Oceanographic Products and Services.
 AQ1584
 AQ1584.The geoid height was determined by GEOID03.
 AQ1584
 AQ1584.The dynamic height is computed by dividing the NAVD 88
 AQ1584.geopotential number by the normal gravity value computed on the
 AQ1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1584.degrees latitude (g = 980.6199 gals.).
 AQ1584
 AQ1584.The modeled gravity was interpolated from observed gravity values.
 AQ1584
 AQ1584;                    North         East    Units  Estimated Accuracy
 AQ1584;SPC FL E     -   604,740.      174,250.      MT  (+/- 180 meters Scaled)
 AQ1584
 AQ1584                          SUPERSEDED SURVEY CONTROL
 AQ1584
 AQ1584  NAVD 88 (06/15/91)    1.160  (m)            3.81   (f) UNKNOWN     1 2
 AQ1584  NGVD 29 (09/01/92)    1.486  (m)            4.88   (f) ADJUSTED    1 2
 AQ1584
 AQ1584.Superseded values are not recommended for survey control.
 AQ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1584.See file dsdata.txt to determine how the superseded data were derived.
 AQ1584
 AQ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN742956(NAD 83)
 AQ1584_MARKER: DJ = TIDAL STATION DISK
 AQ1584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1584_SP_SET: COPPER-CLAD STEEL ROD
 AQ1584_STAMPING: 0623 B 1978
 AQ1584_MARK LOGO: NOS   
 AQ1584_PROJECTION: FLUSH
 AQ1584_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1584+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ1584_ROD/PIPE-DEPTH: 9.8  meters
 AQ1584
 AQ1584  HISTORY     - Date     Condition        Report By
 AQ1584  HISTORY     - 1978     MONUMENTED       NOS
 AQ1584  HISTORY     - 1978     GOOD             FLDNR
 AQ1584  HISTORY     - 1987     GOOD             FLDNR
 AQ1584  HISTORY     - 1989     GOOD             USPSQD
 AQ1584  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1584  HISTORY     - 19910323 GOOD             NGS
 AQ1584
 AQ1584                          STATION DESCRIPTION
 AQ1584
 AQ1584'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1584'1.5 MI NORTH FROM CRESCENT BEACH.
 AQ1584'BEGINNING AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 206 AT
 AQ1584'CRESCENT BEACH, PROCEED 1.5 MILES NORTH ALONG US HIGHWAY A1A TO
 AQ1584'PALMETTO DRIVE, THENCE 0.3 MILE WEST ALONG PALMETTO DRIVE TO THE
 AQ1584'LOCATION OF THE MARK. THE MARK BEARS 26 FEET SOUTH OF THE CENTERLINE
 AQ1584'OF PALMETTO DRIVE, 15 FEET NORTH OF THE CENTERLINE OF A EAST WEST
 AQ1584'DITCH, 300 FEET WEST OF A TELEPHONE POLE AT FOURTH STREET.
 AQ1584
 AQ1584                          STATION RECOVERY (1987)
 AQ1584
 AQ1584'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1584'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT PALMETTO DRIVE IS
 AQ1584'1.6 MILES NORTH OF STATE ROAD 206.  THE MARK IS ALSO IN LINE WITH THE
 AQ1584'EXTENDED CENTERLINE OF 5TH STREET.  THE OLD WITNESS POST WAS GONE AND
 AQ1584'A NEW WITNESS POST WAS INSTALLED.  THE MARK BEARS 8.0 FEET NORTH OF
 AQ1584'THE NEW WITNESS POST.  THE MARK IS 0.3 FT BELOW THE GROUND.  THE MARK
 AQ1584'IS 8.0 E FROM A WHITNESS POST.
 AQ1584
 AQ1584                          STATION RECOVERY (1989)
 AQ1584
 AQ1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1584'RECOVERED IN GOOD CONDITION.
 AQ1584
 AQ1584                          STATION RECOVERY (1990)
 AQ1584
 AQ1584'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1584'MARK NOT FOUND.
 AQ1584
 AQ1584                          STATION RECOVERY (1991)
 AQ1584
 AQ1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1584'2.5 KM (1.6 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1584'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 206 IN CRESCENT BEACH,
 AQ1584'THENCE 0.5 KM (0.3 MI) WESTERLY ALONG PALMETTO ROAD, ON THE EXTENDED
 AQ1584'CENTER OF 5TH STREET, 6.3 M (20.7 FT) SOUTH OF AND LEVEL WITH THE
 AQ1584'ROAD CENTER, 4.9 M (16.1 FT) EAST OF A UTILITY POLE, AND 0.6 M
 AQ1584'(2.0 FT) NORTH OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A
 AQ1584'4-INCH PVC PIPE THAT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AQ1584'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1758 ***********************************************************************
 AQ1758  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1758  DESIGNATION -  872 0623 C TIDAL
 AQ1758  PID         -  AQ1758
 AQ1758  STATE/COUNTY-  FL/ST JOHNS
 AQ1758  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ1758
 AQ1758                         *CURRENT SURVEY CONTROL
 AQ1758  ___________________________________________________________________
 AQ1758* NAD 83(1986)-  29 47 29.     (N)    081 15 52.     (W)     SCALED    
 AQ1758* NAVD 88     -         1.277  (meters)       4.19   (feet)  ADJUSTED  
 AQ1758  ___________________________________________________________________
 AQ1758  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ1758  DYNAMIC HT  -           1.275 (meters)       4.18  (feet)  COMP
 AQ1758  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 AQ1758
 AQ1758  VERT ORDER  -  FIRST     CLASS II
 AQ1758
 AQ1758.The horizontal coordinates were scaled from a topographic map and have
 AQ1758.an estimated accuracy of +/- 6 seconds.
 AQ1758
 AQ1758.The orthometric height was determined by differential leveling
 AQ1758.and adjusted by the National Geodetic Survey in June 1991..
 AQ1758
 AQ1758.This Tidal Bench Mark is designated as VM 10729
 AQ1758.by the Center for Operational Oceanographic Products and Services.
 AQ1758
 AQ1758.The geoid height was determined by GEOID03.
 AQ1758
 AQ1758.The dynamic height is computed by dividing the NAVD 88
 AQ1758.geopotential number by the normal gravity value computed on the
 AQ1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1758.degrees latitude (g = 980.6199 gals.).
 AQ1758
 AQ1758.The modeled gravity was interpolated from observed gravity values.
 AQ1758
 AQ1758;                    North         East    Units  Estimated Accuracy
 AQ1758;SPC FL E     -   604,770.      174,430.      MT  (+/- 180 meters Scaled)
 AQ1758
 AQ1758                          SUPERSEDED SURVEY CONTROL
 AQ1758
 AQ1758  NGVD 29 (09/01/92)    1.602  (m)            5.26   (f) ADJUSTED    1 2
 AQ1758
 AQ1758.Superseded values are not recommended for survey control.
 AQ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1758.See file dsdata.txt to determine how the superseded data were derived.
 AQ1758
 AQ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN744956(NAD 83)
 AQ1758_MARKER: DJ = TIDAL STATION DISK
 AQ1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1758_SP_SET: CONCRETE POST
 AQ1758_STAMPING: 0623 C 1978
 AQ1758_MARK LOGO: NOS   
 AQ1758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1758+STABILITY: SURFACE MOTION
 AQ1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1758+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ1758
 AQ1758  HISTORY     - Date     Condition        Report By
 AQ1758  HISTORY     - 1978     MONUMENTED       NOS
 AQ1758  HISTORY     - 1978     GOOD             FLDNR
 AQ1758  HISTORY     - 1987     GOOD             FLDNR
 AQ1758  HISTORY     - 1989     GOOD             USPSQD
 AQ1758  HISTORY     - 1990     GOOD             USPSQD
 AQ1758  HISTORY     - 19910323 GOOD             NGS
 AQ1758
 AQ1758                          STATION DESCRIPTION
 AQ1758
 AQ1758'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1758'1.5 MI NORTH FROM CRESCENT BEACH.
 AQ1758'BEGINNING AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 296 AT
 AQ1758'CRESCENT BEACH, PROCEED 1.5 MILES NORTH ALONG US HIGHWAY A1A TO
 AQ1758'PALMETTO DRIVE. THE MARK BEARS 20.7 FEET SOUTH OF THE CENTERLINE OF
 AQ1758'PALMETTO DRIVE, 3.5 FEET EAST OF A TELEPHONE POLE AT THIRD STREET,
 AQ1758'27.4 FEET SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF THIRD
 AQ1758'STREET AND PALMETTO DRIVE.
 AQ1758
 AQ1758                          STATION RECOVERY (1987)
 AQ1758
 AQ1758'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1758'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT PALMETTO DRIVE IS
 AQ1758'1.6 MILES NORTH OF STATE ROAD 206 AND AT THE JUNCTION OF U.S. HIGHWAY
 AQ1758'A1A AND PALMETTO DRIVE GO 0.15 MILE WEST ALONG PALMETTO DRIVE TO THE
 AQ1758'MARK.  A WITNESS SIGN IS ATTACHED TO A POWER POLE AND THE MARK BEARS
 AQ1758'3.5 FEET EAST OF THE POWER POLE.  THE MARK IS 3.5 FT FROM A WITNESS
 AQ1758'SIGN.
 AQ1758
 AQ1758                          STATION RECOVERY (1989)
 AQ1758
 AQ1758'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1758'RECOVERED IN GOOD CONDITION.
 AQ1758
 AQ1758                          STATION RECOVERY (1990)
 AQ1758
 AQ1758'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1758'RECOVERED IN GOOD CONDITION.
 AQ1758
 AQ1758                          STATION RECOVERY (1991)
 AQ1758
 AQ1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1758'2.5 KM (1.6 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1758'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 206 IN CRESCENT BEACH,
 AQ1758'THENCE 0.3 KM (0.2 MI) WESTERLY ALONG PALMETTO ROAD, 7.1 M (23.3 FT)
 AQ1758'SOUTH OF AND LEVEL WITH THE ROAD CENTER, 5.0 M (16.4 FT) WEST OF THE
 AQ1758'EXTENDED CENTER OF 3RD STREET, 0.8 M (2.6 FT) EAST OF A UTILITY POLE
 AQ1758'WITH 3 GUY CABLES, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AQ1758'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2598 ***********************************************************************
 AQ2598  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2598  DESIGNATION -  872 0653 A TIDAL
 AQ2598  PID         -  AQ2598
 AQ2598  STATE/COUNTY-  FL/PUTNAM
 AQ2598  USGS QUAD   -  RIVERDALE (1991)
 AQ2598
 AQ2598                         *CURRENT SURVEY CONTROL
 AQ2598  ___________________________________________________________________
 AQ2598* NAD 83(1986)-  29 45 54.     (N)    081 33 45.     (W)     SCALED    
 AQ2598* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 AQ2598  ___________________________________________________________________
 AQ2598  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AQ2598  DYNAMIC HT  -           1.516 (meters)       4.97  (feet)  COMP
 AQ2598  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 AQ2598
 AQ2598  VERT ORDER  -  SECOND    CLASS I
 AQ2598
 AQ2598.The horizontal coordinates were scaled from a topographic map and have
 AQ2598.an estimated accuracy of +/- 6 seconds.
 AQ2598
 AQ2598.The orthometric height was determined by differential leveling
 AQ2598.and adjusted by the National Geodetic Survey in June 1991..
 AQ2598
 AQ2598.This Tidal Bench Mark is designated as VM 5228
 AQ2598.by the Center for Operational Oceanographic Products and Services.
 AQ2598
 AQ2598.The geoid height was determined by GEOID03.
 AQ2598
 AQ2598.The dynamic height is computed by dividing the NAVD 88
 AQ2598.geopotential number by the normal gravity value computed on the
 AQ2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2598.degrees latitude (g = 980.6199 gals.).
 AQ2598
 AQ2598.The modeled gravity was interpolated from observed gravity values.
 AQ2598
 AQ2598;                    North         East    Units  Estimated Accuracy
 AQ2598;SPC FL E     -   601,950.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2598
 AQ2598                          SUPERSEDED SURVEY CONTROL
 AQ2598
 AQ2598  NGVD 29 (09/01/92)    1.811  (m)            5.94   (f) ADJUSTED    2 1
 AQ2598
 AQ2598.Superseded values are not recommended for survey control.
 AQ2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2598.See file dsdata.txt to determine how the superseded data were derived.
 AQ2598
 AQ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456928(NAD 83)
 AQ2598_MARKER: DJ = TIDAL STATION DISK
 AQ2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2598_SP_SET: CONCRETE POST
 AQ2598_STAMPING: 0653 A 1978
 AQ2598_MARK LOGO: NOS   
 AQ2598_PROJECTION: RECESSED 5 CENTIMETERS
 AQ2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2598+STABILITY: SURFACE MOTION
 AQ2598
 AQ2598  HISTORY     - Date     Condition        Report By
 AQ2598  HISTORY     - 1978     MONUMENTED       NOS
 AQ2598  HISTORY     - 1985     GOOD             FLDNR
 AQ2598
 AQ2598                          STATION DESCRIPTION
 AQ2598
 AQ2598'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2598'5 MI EAST FROM BOSTWICK.
 AQ2598'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2598'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2598'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2598'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS 0.15 MILE NORTH
 AQ2598'OF THE INTERSECTION, 30.5 FEET EAST OF THE CENTERLINE OF CEDAR CREEK
 AQ2598'ROAD, 24 FEET NORTH OF THE CENTERLINE OF THE DIRT DRIVE TO THE B.E.
 AQ2598'BELL RESIDENCE, AND 1.6 FEET WEST OF A POWER POLE WITH A WITNESS SIGN
 AQ2598'ATTACHED.
 AQ2598'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2596 ***********************************************************************
 AQ2596  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2596  DESIGNATION -  872 0653 B TIDAL
 AQ2596  PID         -  AQ2596
 AQ2596  STATE/COUNTY-  FL/PUTNAM
 AQ2596  USGS QUAD   -  RIVERDALE (1991)
 AQ2596
 AQ2596                         *CURRENT SURVEY CONTROL
 AQ2596  ___________________________________________________________________
 AQ2596* NAD 83(1986)-  29 45 48.     (N)    081 33 45.     (W)     SCALED    
 AQ2596* NAVD 88     -         2.329  (meters)       7.64   (feet)  ADJUSTED  
 AQ2596  ___________________________________________________________________
 AQ2596  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AQ2596  DYNAMIC HT  -           2.325 (meters)       7.63  (feet)  COMP
 AQ2596  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AQ2596
 AQ2596  VERT ORDER  -  SECOND    CLASS I
 AQ2596
 AQ2596.The horizontal coordinates were scaled from a topographic map and have
 AQ2596.an estimated accuracy of +/- 6 seconds.
 AQ2596
 AQ2596.The orthometric height was determined by differential leveling
 AQ2596.and adjusted by the National Geodetic Survey in June 1991..
 AQ2596
 AQ2596.This Tidal Bench Mark is designated as VM 5229
 AQ2596.by the Center for Operational Oceanographic Products and Services.
 AQ2596
 AQ2596.The geoid height was determined by GEOID03.
 AQ2596
 AQ2596.The dynamic height is computed by dividing the NAVD 88
 AQ2596.geopotential number by the normal gravity value computed on the
 AQ2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2596.degrees latitude (g = 980.6199 gals.).
 AQ2596
 AQ2596.The modeled gravity was interpolated from observed gravity values.
 AQ2596
 AQ2596;                    North         East    Units  Estimated Accuracy
 AQ2596;SPC FL E     -   601,770.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2596
 AQ2596                          SUPERSEDED SURVEY CONTROL
 AQ2596
 AQ2596  NGVD 29 (09/01/92)    2.621  (m)            8.60   (f) ADJUSTED    2 1
 AQ2596
 AQ2596.Superseded values are not recommended for survey control.
 AQ2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2596.See file dsdata.txt to determine how the superseded data were derived.
 AQ2596
 AQ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2596_MARKER: DD = SURVEY DISK
 AQ2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2596_SP_SET: CONCRETE POST
 AQ2596_STAMPING: 0653 B
 AQ2596_MARK LOGO: FLDT  
 AQ2596_PROJECTION: PROJECTING 43 CENTIMETERS
 AQ2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2596+STABILITY: SURFACE MOTION
 AQ2596
 AQ2596  HISTORY     - Date     Condition        Report By
 AQ2596  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2596  HISTORY     - 1985     GOOD             FLDNR
 AQ2596
 AQ2596                          STATION DESCRIPTION
 AQ2596
 AQ2596'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2596'5 MI EAST FROM BOSTWICK.
 AQ2596'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2596'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2596'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2596'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS A STATE ROAD
 AQ2596'DEPARTMENT RIGHT-OF-WAY DISK, 69 FEET EAST-NORTHEAST OF THE
 AQ2596'INTERSECTION OF THE ROADS, 32 FEET NORTH OF THE CENTERLINE OF
 AQ2596'PALMETTO BLUFF ROAD, AND 19 FEET SOUTHEAST OF TIDAL BENCH MARK NO 2
 AQ2596'1934 RESET 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2595 ***********************************************************************
 AQ2595  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2595  DESIGNATION -  872 0653 TIDAL 1
 AQ2595  PID         -  AQ2595
 AQ2595  STATE/COUNTY-  FL/PUTNAM
 AQ2595  USGS QUAD   -  RIVERDALE (1991)
 AQ2595
 AQ2595                         *CURRENT SURVEY CONTROL
 AQ2595  ___________________________________________________________________
 AQ2595* NAD 83(1986)-  29 45 45.     (N)    081 33 43.     (W)     SCALED    
 AQ2595* NAVD 88     -         1.843  (meters)       6.05   (feet)  ADJUSTED  
 AQ2595  ___________________________________________________________________
 AQ2595  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AQ2595  DYNAMIC HT  -           1.841 (meters)       6.04  (feet)  COMP
 AQ2595  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 AQ2595
 AQ2595  VERT ORDER  -  SECOND    CLASS I
 AQ2595
 AQ2595.The horizontal coordinates were scaled from a topographic map and have
 AQ2595.an estimated accuracy of +/- 6 seconds.
 AQ2595
 AQ2595.The orthometric height was determined by differential leveling
 AQ2595.and adjusted by the National Geodetic Survey in June 1991..
 AQ2595
 AQ2595.This Tidal Bench Mark is designated as VM 5224
 AQ2595.by the Center for Operational Oceanographic Products and Services.
 AQ2595
 AQ2595.The geoid height was determined by GEOID03.
 AQ2595
 AQ2595.The dynamic height is computed by dividing the NAVD 88
 AQ2595.geopotential number by the normal gravity value computed on the
 AQ2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2595.degrees latitude (g = 980.6199 gals.).
 AQ2595
 AQ2595.The modeled gravity was interpolated from observed gravity values.
 AQ2595
 AQ2595;                    North         East    Units  Estimated Accuracy
 AQ2595;SPC FL E     -   601,670.      145,650.      MT  (+/- 180 meters Scaled)
 AQ2595
 AQ2595                          SUPERSEDED SURVEY CONTROL
 AQ2595
 AQ2595  NGVD 29 (09/01/92)    2.136  (m)            7.01   (f) ADJUSTED    2 1
 AQ2595
 AQ2595.Superseded values are not recommended for survey control.
 AQ2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2595.See file dsdata.txt to determine how the superseded data were derived.
 AQ2595
 AQ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2595_MARKER: DJ = TIDAL STATION DISK
 AQ2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2595_SP_SET: CONCRETE POST
 AQ2595_STAMPING: NO 1 1934
 AQ2595_MARK LOGO: CGS   
 AQ2595_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2595+STABILITY: SURFACE MOTION
 AQ2595
 AQ2595  HISTORY     - Date     Condition        Report By
 AQ2595  HISTORY     - 1934     MONUMENTED       CGS
 AQ2595  HISTORY     - 1985     GOOD             FLDNR
 AQ2595
 AQ2595                          STATION DESCRIPTION
 AQ2595
 AQ2595'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2595'5 MI EAST FROM BOSTWICK.
 AQ2595'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2595'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2595'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2595'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS 0.1 MILE EAST OF
 AQ2595'THE INTERSECTION AT THE END OF THE ROAD, 102.5 FEET SOUTH OF AN
 AQ2595'ARTESIAN WELL ON THE NORTH SIDE OF THE ROAD, 28.8 FEET EAST OF THE
 AQ2595'NORTHEAST CORNER OF A DILAPIDATED SHED, AND 4 FEET WEST OF THE TOP OF
 AQ2595'THE RIVER EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2597 ***********************************************************************
 AQ2597  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2597  DESIGNATION -  872 0653 TIDAL 2 RESET
 AQ2597  PID         -  AQ2597
 AQ2597  STATE/COUNTY-  FL/PUTNAM
 AQ2597  USGS QUAD   -  RIVERDALE (1991)
 AQ2597
 AQ2597                         *CURRENT SURVEY CONTROL
 AQ2597  ___________________________________________________________________
 AQ2597* NAD 83(1986)-  29 45 48.     (N)    081 33 45.     (W)     SCALED    
 AQ2597* NAVD 88     -         2.223  (meters)       7.29   (feet)  ADJUSTED  
 AQ2597  ___________________________________________________________________
 AQ2597  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AQ2597  DYNAMIC HT  -           2.220 (meters)       7.28  (feet)  COMP
 AQ2597  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AQ2597
 AQ2597  VERT ORDER  -  SECOND    CLASS I
 AQ2597
 AQ2597.The horizontal coordinates were scaled from a topographic map and have
 AQ2597.an estimated accuracy of +/- 6 seconds.
 AQ2597
 AQ2597.The orthometric height was determined by differential leveling
 AQ2597.and adjusted by the National Geodetic Survey in June 1991..
 AQ2597
 AQ2597.This Tidal Bench Mark is designated as VM 5226
 AQ2597.by the Center for Operational Oceanographic Products and Services.
 AQ2597
 AQ2597.The geoid height was determined by GEOID03.
 AQ2597
 AQ2597.The dynamic height is computed by dividing the NAVD 88
 AQ2597.geopotential number by the normal gravity value computed on the
 AQ2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2597.degrees latitude (g = 980.6199 gals.).
 AQ2597
 AQ2597.The modeled gravity was interpolated from observed gravity values.
 AQ2597
 AQ2597;                    North         East    Units  Estimated Accuracy
 AQ2597;SPC FL E     -   601,770.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2597
 AQ2597                          SUPERSEDED SURVEY CONTROL
 AQ2597
 AQ2597  NGVD 29 (09/01/92)    2.515  (m)            8.25   (f) ADJUSTED    2 1
 AQ2597
 AQ2597.Superseded values are not recommended for survey control.
 AQ2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2597.See file dsdata.txt to determine how the superseded data were derived.
 AQ2597
 AQ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2597_MARKER: DB = BENCH MARK DISK
 AQ2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2597_SP_SET: CONCRETE POST
 AQ2597_STAMPING: NO 2 1934 RESET 1962
 AQ2597_MARK LOGO: CGS   
 AQ2597_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2597+STABILITY: SURFACE MOTION
 AQ2597
 AQ2597  HISTORY     - Date     Condition        Report By
 AQ2597  HISTORY     - 1962     MONUMENTED       CGS
 AQ2597  HISTORY     - 1985     GOOD             FLDNR
 AQ2597
 AQ2597                          STATION DESCRIPTION
 AQ2597
 AQ2597'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2597'5 MI EAST FROM BOSTWICK.
 AQ2597'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2597'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2597'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2597'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK BEARS 70 FEET
 AQ2597'NORTHEAST OF THE INTERSECTION OF THE ROADS, 19 FEET NORTHWEST OF
 AQ2597'BENCH MARK 0653 B, 76.5 FEET NORTH OF, AND ACROSS PALMETTO BLUFF ROAD
 AQ2597'FROM, TIDAL BENCH MARK NO 4 1962, AND 274.5 FEET NORTHWEST OF TIDAL
 AQ2597'BENCH MARK NO 3 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2594 ***********************************************************************
 AQ2594  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2594  DESIGNATION -  872 0653 TIDAL 3
 AQ2594  PID         -  AQ2594
 AQ2594  STATE/COUNTY-  FL/PUTNAM
 AQ2594  USGS QUAD   -  RIVERDALE (1991)
 AQ2594
 AQ2594                         *CURRENT SURVEY CONTROL
 AQ2594  ___________________________________________________________________
 AQ2594* NAD 83(1986)-  29 45 48.     (N)    081 33 44.     (W)     SCALED    
 AQ2594* NAVD 88     -         1.795  (meters)       5.89   (feet)  ADJUSTED  
 AQ2594  ___________________________________________________________________
 AQ2594  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AQ2594  DYNAMIC HT  -           1.793 (meters)       5.88  (feet)  COMP
 AQ2594  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AQ2594
 AQ2594  VERT ORDER  -  SECOND    CLASS I
 AQ2594
 AQ2594.The horizontal coordinates were scaled from a topographic map and have
 AQ2594.an estimated accuracy of +/- 6 seconds.
 AQ2594
 AQ2594.The orthometric height was determined by differential leveling
 AQ2594.and adjusted by the National Geodetic Survey in June 1991..
 AQ2594
 AQ2594.This Tidal Bench Mark is designated as VM 5225
 AQ2594.by the Center for Operational Oceanographic Products and Services.
 AQ2594
 AQ2594.The geoid height was determined by GEOID03.
 AQ2594
 AQ2594.The dynamic height is computed by dividing the NAVD 88
 AQ2594.geopotential number by the normal gravity value computed on the
 AQ2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2594.degrees latitude (g = 980.6199 gals.).
 AQ2594
 AQ2594.The modeled gravity was interpolated from observed gravity values.
 AQ2594
 AQ2594;                    North         East    Units  Estimated Accuracy
 AQ2594;SPC FL E     -   601,770.      145,630.      MT  (+/- 180 meters Scaled)
 AQ2594
 AQ2594                          SUPERSEDED SURVEY CONTROL
 AQ2594
 AQ2594  NGVD 29 (09/01/92)    2.088  (m)            6.85   (f) ADJUSTED    2 1
 AQ2594
 AQ2594.Superseded values are not recommended for survey control.
 AQ2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2594.See file dsdata.txt to determine how the superseded data were derived.
 AQ2594
 AQ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2594_MARKER: DJ = TIDAL STATION DISK
 AQ2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2594_SP_SET: CONCRETE POST
 AQ2594_STAMPING: NO 3 1934
 AQ2594_MARK LOGO: CGS   
 AQ2594_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2594+STABILITY: SURFACE MOTION
 AQ2594
 AQ2594  HISTORY     - Date     Condition        Report By
 AQ2594  HISTORY     - 1934     MONUMENTED       CGS
 AQ2594  HISTORY     - 1985     GOOD             FLDNR
 AQ2594
 AQ2594                          STATION DESCRIPTION
 AQ2594
 AQ2594'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2594'5 MI EAST FROM BOSTWICK.
 AQ2594'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2594'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2594'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2594'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK BEARS 40 FEET NORTH
 AQ2594'OF THE CENTERLINE OF PALMETTO BLUFF ROAD, 4.7 FEET NORTH OF A FENCE
 AQ2594'LINE, 67 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 274.5
 AQ2594'FEET SOUTHEAST OF TIDAL BENCH MARK NO 2 1934 RESET 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2592 ***********************************************************************
 AQ2592  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2592  DESIGNATION -  872 0653 TIDAL 4
 AQ2592  PID         -  AQ2592
 AQ2592  STATE/COUNTY-  FL/PUTNAM
 AQ2592  USGS QUAD   -  RIVERDALE (1991)
 AQ2592
 AQ2592                         *CURRENT SURVEY CONTROL
 AQ2592  ___________________________________________________________________
 AQ2592* NAD 83(1986)-  29 45 48.     (N)    081 33 45.     (W)     SCALED    
 AQ2592* NAVD 88     -         2.152  (meters)       7.06   (feet)  ADJUSTED  
 AQ2592  ___________________________________________________________________
 AQ2592  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AQ2592  DYNAMIC HT  -           2.149 (meters)       7.05  (feet)  COMP
 AQ2592  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AQ2592
 AQ2592  VERT ORDER  -  SECOND    CLASS I
 AQ2592
 AQ2592.The horizontal coordinates were scaled from a topographic map and have
 AQ2592.an estimated accuracy of +/- 6 seconds.
 AQ2592
 AQ2592.The orthometric height was determined by differential leveling
 AQ2592.and adjusted by the National Geodetic Survey in June 1991..
 AQ2592
 AQ2592.This Tidal Bench Mark is designated as VM 5227
 AQ2592.by the Center for Operational Oceanographic Products and Services.
 AQ2592
 AQ2592.The geoid height was determined by GEOID03.
 AQ2592
 AQ2592.The dynamic height is computed by dividing the NAVD 88
 AQ2592.geopotential number by the normal gravity value computed on the
 AQ2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2592.degrees latitude (g = 980.6199 gals.).
 AQ2592
 AQ2592.The modeled gravity was interpolated from observed gravity values.
 AQ2592
 AQ2592;                    North         East    Units  Estimated Accuracy
 AQ2592;SPC FL E     -   601,770.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2592
 AQ2592                          SUPERSEDED SURVEY CONTROL
 AQ2592
 AQ2592  NGVD 29 (09/01/92)    2.445  (m)            8.02   (f) ADJUSTED    2 1
 AQ2592
 AQ2592.Superseded values are not recommended for survey control.
 AQ2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2592.See file dsdata.txt to determine how the superseded data were derived.
 AQ2592
 AQ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2592_MARKER: DB = BENCH MARK DISK
 AQ2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2592_SP_SET: CONCRETE POST
 AQ2592_STAMPING: NO 4 1962
 AQ2592_MARK LOGO: CGS   
 AQ2592_PROJECTION: PROJECTING 3 CENTIMETERS
 AQ2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2592+STABILITY: SURFACE MOTION
 AQ2592
 AQ2592  HISTORY     - Date     Condition        Report By
 AQ2592  HISTORY     - 1962     MONUMENTED       CGS
 AQ2592  HISTORY     - 1985     GOOD             FLDNR
 AQ2592
 AQ2592                          STATION DESCRIPTION
 AQ2592
 AQ2592'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2592'5 MI EAST FROM BOSTWICK.
 AQ2592'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2592'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2592'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2592'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK BEARS 35.3 FEET
 AQ2592'SOUTH OF THE CENTERLINE OF PALMETTO BLUFF ROAD, 2.3 FEET SOUTHWEST OF
 AQ2592'BENCH MARK 0653 C Y 2, AND IS AT THE SOUTHEAST CORNER OF THE
 AQ2592'INTERSECTION OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2593 ***********************************************************************
 AQ2593  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2593  DESIGNATION -  872 0653 TIDAL CY 2
 AQ2593  PID         -  AQ2593
 AQ2593  STATE/COUNTY-  FL/PUTNAM
 AQ2593  USGS QUAD   -  RIVERDALE (1991)
 AQ2593
 AQ2593                         *CURRENT SURVEY CONTROL
 AQ2593  ___________________________________________________________________
 AQ2593* NAD 83(1986)-  29 45 48.     (N)    081 33 45.     (W)     SCALED    
 AQ2593* NAVD 88     -         2.215  (meters)       7.27   (feet)  ADJUSTED  
 AQ2593  ___________________________________________________________________
 AQ2593  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AQ2593  DYNAMIC HT  -           2.212 (meters)       7.26  (feet)  COMP
 AQ2593  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AQ2593
 AQ2593  VERT ORDER  -  SECOND    CLASS I
 AQ2593
 AQ2593.The horizontal coordinates were scaled from a topographic map and have
 AQ2593.an estimated accuracy of +/- 6 seconds.
 AQ2593
 AQ2593.The orthometric height was determined by differential leveling
 AQ2593.and adjusted by the National Geodetic Survey in June 1991..
 AQ2593
 AQ2593.This Tidal Bench Mark is designated as VM 5230
 AQ2593.by the Center for Operational Oceanographic Products and Services.
 AQ2593
 AQ2593.The geoid height was determined by GEOID03.
 AQ2593
 AQ2593.The dynamic height is computed by dividing the NAVD 88
 AQ2593.geopotential number by the normal gravity value computed on the
 AQ2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2593.degrees latitude (g = 980.6199 gals.).
 AQ2593
 AQ2593.The modeled gravity was interpolated from observed gravity values.
 AQ2593
 AQ2593;                    North         East    Units  Estimated Accuracy
 AQ2593;SPC FL E     -   601,770.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2593
 AQ2593                          SUPERSEDED SURVEY CONTROL
 AQ2593
 AQ2593  NGVD 29 (09/01/92)    2.507  (m)            8.22   (f) ADJUSTED    2 1
 AQ2593
 AQ2593.Superseded values are not recommended for survey control.
 AQ2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2593.See file dsdata.txt to determine how the superseded data were derived.
 AQ2593
 AQ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2593_MARKER: DD = SURVEY DISK
 AQ2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2593_SP_SET: CONCRETE POST
 AQ2593_STAMPING: 0653 C Y 2
 AQ2593_MARK LOGO: FLDT  
 AQ2593_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2593+STABILITY: SURFACE MOTION
 AQ2593
 AQ2593  HISTORY     - Date     Condition        Report By
 AQ2593  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2593  HISTORY     - 1985     GOOD             FLDNR
 AQ2593
 AQ2593                          STATION DESCRIPTION
 AQ2593
 AQ2593'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2593'5 MI EAST FROM BOSTWICK.
 AQ2593'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2593'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2593'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2593'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS A STATE ROAD
 AQ2593'DEPARTMENT RIGHT-OF-WAY DISK, 70 FEET SOUTHEAST OF THE INTERSECTION
 AQ2593'OF THE ROADS, 32 FEET SOUTH OF THE CENTERLINE OF PALMETTO BLUFF ROAD,
 AQ2593'34 FEET EAST OF A LARGE OAK TREE, AND 2.3 FEET NORTHEAST OF TIDAL
 AQ2593'BENCH MARK NO 4 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1557 ***********************************************************************
 AQ1557  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1557  DESIGNATION -  872 0686 TIDAL 1
 AQ1557  PID         -  AQ1557
 AQ1557  STATE/COUNTY-  FL/ST JOHNS
 AQ1557  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1557
 AQ1557                         *CURRENT SURVEY CONTROL
 AQ1557  ___________________________________________________________________
 AQ1557* NAD 83(1986)-  29 42 54.     (N)    081 13 59.     (W)     SCALED    
 AQ1557* NAVD 88     -         3.248  (meters)      10.66   (feet)  ADJUSTED  
 AQ1557  ___________________________________________________________________
 AQ1557  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AQ1557  DYNAMIC HT  -           3.244 (meters)      10.64  (feet)  COMP
 AQ1557  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AQ1557
 AQ1557  VERT ORDER  -  SECOND    CLASS I
 AQ1557
 AQ1557.The horizontal coordinates were scaled from a topographic map and have
 AQ1557.an estimated accuracy of +/- 6 seconds.
 AQ1557
 AQ1557.The orthometric height was determined by differential leveling
 AQ1557.and adjusted by the National Geodetic Survey in April 2002..
 AQ1557.No vertical observational check was made to the station.
 AQ1557
 AQ1557.This Tidal Bench Mark is designated as VM 5232
 AQ1557.by the Center for Operational Oceanographic Products and Services.
 AQ1557
 AQ1557.The geoid height was determined by GEOID03.
 AQ1557
 AQ1557.The dynamic height is computed by dividing the NAVD 88
 AQ1557.geopotential number by the normal gravity value computed on the
 AQ1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1557.degrees latitude (g = 980.6199 gals.).
 AQ1557
 AQ1557.The modeled gravity was interpolated from observed gravity values.
 AQ1557
 AQ1557;                    North         East    Units  Estimated Accuracy
 AQ1557;SPC FL E     -   596,300.      177,450.      MT  (+/- 180 meters Scaled)
 AQ1557
 AQ1557                          SUPERSEDED SURVEY CONTROL
 AQ1557
 AQ1557  NAVD 88 (06/15/91)    3.250  (m)           10.66   (f) UNKNOWN     2 1
 AQ1557  NGVD 29 (09/01/92)    3.563  (m)           11.69   (f) ADJUSTED    2 1
 AQ1557
 AQ1557.Superseded values are not recommended for survey control.
 AQ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1557.See file dsdata.txt to determine how the superseded data were derived.
 AQ1557
 AQ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN774872(NAD 83)
 AQ1557_MARKER: DJ = TIDAL STATION DISK
 AQ1557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1557_SP_SET: COQUINA WALL
 AQ1557_STAMPING: 1 1974
 AQ1557_MARK LOGO: NOS   
 AQ1557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1557
 AQ1557  HISTORY     - Date     Condition        Report By
 AQ1557  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1557  HISTORY     - 1978     GOOD             FLDNR
 AQ1557  HISTORY     - 1987     GOOD             FLDNR
 AQ1557  HISTORY     - 1989     GOOD             USPSQD
 AQ1557  HISTORY     - 1990     GOOD             USPSQD
 AQ1557  HISTORY     - 20050916 GOOD             GEOCAC
 AQ1557
 AQ1557                          STATION DESCRIPTION
 AQ1557
 AQ1557'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1557'3.5 MI NORTH FROM MARINELAND.
 AQ1557'BEGINNIGNG AT MARINELAND, PROCEED 3.5 MILES NORTH NORTHWEST ALONG
 AQ1557'HIGHWAY A1A TO THE ENTRANCE OF FORT MATANZAS STATE PARK, THENCE WEST
 AQ1557'TO FORT MATANZAS VISITORS CENTER. AT VISITORS CENTER, THE MARK IS SET
 AQ1557'FLUSH IN THE TOP CENTER OF A 1 FOOT THICK COQUINA WALL AT THE
 AQ1557'SOUTHEAST CORNER OF A RAISED 5 FOOT BY 15 FEET GARDEN BOX, AND BEARS
 AQ1557'3 FEET ABOVE GROUND, 1.5 FEET BELOW AND 1 FOOT WEST OF TOP OF COQUINA
 AQ1557'FENCE WALL, ABOUT 15 FEET SOUTH OF SOUTHEAST CORNER OF GARAGE, AND
 AQ1557'ABOUT 45 FEET NORTH OF THE NORTH FACE OF VISITORS CENTER BUILDING.
 AQ1557
 AQ1557                          STATION RECOVERY (1987)
 AQ1557
 AQ1557'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1557'RECOVERED AS DESCRIBED.
 AQ1557
 AQ1557                          STATION RECOVERY (1989)
 AQ1557
 AQ1557'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1557'RECOVERED IN GOOD CONDITION.
 AQ1557
 AQ1557                          STATION RECOVERY (1990)
 AQ1557
 AQ1557'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1557'RECOVERED IN GOOD CONDITION.
 AQ1557
 AQ1557                          STATION RECOVERY (2005)
 AQ1557
 AQ1557'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AQ1557'HANDHELD NAD83 GPS COORDS N 29D 42M 54.4S  W 081D 14M 05.2S
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1556 ***********************************************************************
 AQ1556  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1556  DESIGNATION -  872 0686 TIDAL 2
 AQ1556  PID         -  AQ1556
 AQ1556  STATE/COUNTY-  FL/ST JOHNS
 AQ1556  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1556
 AQ1556                         *CURRENT SURVEY CONTROL
 AQ1556  ___________________________________________________________________
 AQ1556* NAD 83(1986)-  29 42 54.     (N)    081 14 09.     (W)     SCALED    
 AQ1556* NAVD 88     -         3.931  (meters)      12.90   (feet)  ADJUSTED  
 AQ1556  ___________________________________________________________________
 AQ1556  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AQ1556  DYNAMIC HT  -           3.926 (meters)      12.88  (feet)  COMP
 AQ1556  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 AQ1556
 AQ1556  VERT ORDER  -  FIRST     CLASS II
 AQ1556
 AQ1556.The horizontal coordinates were scaled from a topographic map and have
 AQ1556.an estimated accuracy of +/- 6 seconds.
 AQ1556
 AQ1556.The orthometric height was determined by differential leveling
 AQ1556.and adjusted by the National Geodetic Survey in June 1991..
 AQ1556
 AQ1556.This Tidal Bench Mark is designated as VM 5233
 AQ1556.by the Center for Operational Oceanographic Products and Services.
 AQ1556
 AQ1556.The geoid height was determined by GEOID03.
 AQ1556
 AQ1556.The dynamic height is computed by dividing the NAVD 88
 AQ1556.geopotential number by the normal gravity value computed on the
 AQ1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1556.degrees latitude (g = 980.6199 gals.).
 AQ1556
 AQ1556.The modeled gravity was interpolated from observed gravity values.
 AQ1556
 AQ1556;                    North         East    Units  Estimated Accuracy
 AQ1556;SPC FL E     -   596,300.      177,180.      MT  (+/- 180 meters Scaled)
 AQ1556
 AQ1556                          SUPERSEDED SURVEY CONTROL
 AQ1556
 AQ1556  NGVD 29 (09/01/92)    4.245  (m)           13.93   (f) ADJUSTED    1 2
 AQ1556
 AQ1556.Superseded values are not recommended for survey control.
 AQ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1556.See file dsdata.txt to determine how the superseded data were derived.
 AQ1556
 AQ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN771872(NAD 83)
 AQ1556_MARKER: DJ = TIDAL STATION DISK
 AQ1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1556_SP_SET: COQUINA WALL
 AQ1556_STAMPING: 2 1974
 AQ1556_MARK LOGO: NOS   
 AQ1556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1556+STABILITY: SURFACE MOTION
 AQ1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1556+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 AQ1556
 AQ1556  HISTORY     - Date     Condition        Report By
 AQ1556  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1556  HISTORY     - 1978     GOOD             FLDNR
 AQ1556  HISTORY     - 1987     GOOD             FLDNR
 AQ1556  HISTORY     - 1989     GOOD             USPSQD
 AQ1556  HISTORY     - 1990     GOOD             USPSQD
 AQ1556  HISTORY     - 19910323 GOOD             NGS
 AQ1556  HISTORY     - 20050916 GOOD             GEOCAC
 AQ1556
 AQ1556                          STATION DESCRIPTION
 AQ1556
 AQ1556'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1556'3.5 MI NORTH FROM MARINELAND.
 AQ1556'BEGINNING AT MARINELAND, PROCEED 3.5 MILES NORTH NORTHWEST ALONG US
 AQ1556'HIGHWAY A1A TO THE ENTRANCE OF FORT MATANZAS STATE PARK, THENCE WEST
 AQ1556'TO FORT MATANZAS VISITORS CENTER. THE MARK IS SET FLUSH IN THE TOP
 AQ1556'CENTER OF A 1 FOOT THICK COQUINA RETAINING WALL NEAR THE TUNNEL
 AQ1556'THROUGH THE VISITORS CENTER BUILDING, AND BEARS 5 FEET ABOVE SIDEWALK,
 AQ1556'10 FEET SOUTHEAST OF CENTER OF EAST SIDE OF THE TUNNEL, AND 1 FOOT
 AQ1556'EAST OF THE MOST EAST FACE OF BUILDING.
 AQ1556
 AQ1556                          STATION RECOVERY (1987)
 AQ1556
 AQ1556'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1556'RECOVERED AS DESCRIBED.
 AQ1556
 AQ1556                          STATION RECOVERY (1989)
 AQ1556
 AQ1556'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1556'RECOVERED IN GOOD CONDITION.
 AQ1556
 AQ1556                          STATION RECOVERY (1990)
 AQ1556
 AQ1556'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1556'RECOVERED IN GOOD CONDITION.
 AQ1556
 AQ1556                          STATION RECOVERY (1991)
 AQ1556
 AQ1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1556'6.3 KM (3.9 MI) SOUTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1556'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 206 IN CRESCENT BEACH,
 AQ1556'THENCE 0.2 KM (0.1 MI) WESTERLY ALONG THE FORT MATANZAS NATIONAL
 AQ1556'MONUMENT ENTRANCE ROAD, IN A COQUINA ROCK RETAINING WALL ALONG THE
 AQ1556'SOUTH SIDE OF A TUNNEL THROUGH THE VISITORS CENTER, 22.0 M (72.2 FT)
 AQ1556'SOUTHWEST OF THE ROAD CENTER, 3.0 M (9.8 FT) SOUTHEAST OF THE CENTER
 AQ1556'OF THE TUNNEL, 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE, AND 0.2 M
 AQ1556'(0.7 FT) NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING.
 AQ1556
 AQ1556                          STATION RECOVERY (2005)
 AQ1556
 AQ1556'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AQ1556'COORDINATES N294253.9 W0811404.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1555 ***********************************************************************
 AQ1555  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1555  DESIGNATION -  872 0686 TIDAL 3
 AQ1555  PID         -  AQ1555
 AQ1555  STATE/COUNTY-  FL/ST JOHNS
 AQ1555  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1555
 AQ1555                         *CURRENT SURVEY CONTROL
 AQ1555  ___________________________________________________________________
 AQ1555* NAD 83(1986)-  29 42 56.     (N)    081 14 01.     (W)     SCALED    
 AQ1555* NAVD 88     -         1.919  (meters)       6.30   (feet)  ADJUSTED  
 AQ1555  ___________________________________________________________________
 AQ1555  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AQ1555  DYNAMIC HT  -           1.916 (meters)       6.29  (feet)  COMP
 AQ1555  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AQ1555
 AQ1555  VERT ORDER  -  SECOND    CLASS I
 AQ1555
 AQ1555.The horizontal coordinates were scaled from a topographic map and have
 AQ1555.an estimated accuracy of +/- 6 seconds.
 AQ1555
 AQ1555.The orthometric height was determined by differential leveling
 AQ1555.and adjusted by the National Geodetic Survey in June 1991..
 AQ1555
 AQ1555.This Tidal Bench Mark is designated as VM 5234
 AQ1555.by the Center for Operational Oceanographic Products and Services.
 AQ1555
 AQ1555.The geoid height was determined by GEOID03.
 AQ1555
 AQ1555.The dynamic height is computed by dividing the NAVD 88
 AQ1555.geopotential number by the normal gravity value computed on the
 AQ1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1555.degrees latitude (g = 980.6199 gals.).
 AQ1555
 AQ1555.The modeled gravity was interpolated from observed gravity values.
 AQ1555
 AQ1555;                    North         East    Units  Estimated Accuracy
 AQ1555;SPC FL E     -   596,360.      177,400.      MT  (+/- 180 meters Scaled)
 AQ1555
 AQ1555                          SUPERSEDED SURVEY CONTROL
 AQ1555
 AQ1555  NGVD 29 (09/01/92)    2.232  (m)            7.32   (f) ADJUSTED    2 1
 AQ1555
 AQ1555.Superseded values are not recommended for survey control.
 AQ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1555.See file dsdata.txt to determine how the superseded data were derived.
 AQ1555
 AQ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN774872(NAD 83)
 AQ1555_MARKER: DJ = TIDAL STATION DISK
 AQ1555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1555_SP_SET: COQUINA CULVERT
 AQ1555_STAMPING: 3 1974
 AQ1555_MARK LOGO: NOS   
 AQ1555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1555
 AQ1555  HISTORY     - Date     Condition        Report By
 AQ1555  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1555  HISTORY     - 1978     GOOD             FLDNR
 AQ1555  HISTORY     - 1987     GOOD             FLDNR
 AQ1555  HISTORY     - 1989     GOOD             USPSQD
 AQ1555  HISTORY     - 1990     GOOD             USPSQD
 AQ1555  HISTORY     - 20050916 GOOD             GEOCAC
 AQ1555
 AQ1555                          STATION DESCRIPTION
 AQ1555
 AQ1555'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1555'3.5 MI NORTH FROM MARINELAND.
 AQ1555'BEGINNING AT MARINELAND, PROCEED 3.5 MILES NORTH NORTHWEST ALONG US
 AQ1555'HIGHWAY A1A TO ENTRANCE OF FORT MATANZAS STATE PARK, THENCE WEST TO
 AQ1555'FORT MATANZAS VISITORS CENTER. THE MARK AT THE VISITORS CENTER IS SET
 AQ1555'FLUSH IN THE TOP CENTER, 1 FOOT EAST OF THE WEST END, OF THE 9 FEET
 AQ1555'LONG COQUINA CULVERT, NEAR THE CENTER OF THE NORTH SIDE OF THE PARK
 AQ1555'AREA CIRCLED BY THE DRIVE, ABOUT 250 FEET EAST OF THE VISITORS CENTER
 AQ1555'BUILDING, AND ABOUT 27 FEET SOUTH OF AND 1 FOOT BELOW THE CENTERLINE
 AQ1555'OF THE SOUTH PART OF THE DRIVE.
 AQ1555
 AQ1555                          STATION RECOVERY (1987)
 AQ1555
 AQ1555'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1555'RECOVERED AS DESCRIBED.
 AQ1555
 AQ1555                          STATION RECOVERY (1989)
 AQ1555
 AQ1555'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1555'RECOVERED IN GOOD CONDITION.
 AQ1555
 AQ1555                          STATION RECOVERY (1990)
 AQ1555
 AQ1555'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1555'RECOVERED IN GOOD CONDITION.
 AQ1555
 AQ1555                          STATION RECOVERY (2005)
 AQ1555
 AQ1555'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AQ1555'HANDHELD NAD83 GPS COORDS N 29D 42M 56.1S  W 081D 14M 03.3S
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1927 ***********************************************************************
 AQ1927  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1927  DESIGNATION -  872 0729 A TIDAL
 AQ1927  PID         -  AQ1927
 AQ1927  STATE/COUNTY-  FL/FLAGLER
 AQ1927  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1927
 AQ1927                         *CURRENT SURVEY CONTROL
 AQ1927  ___________________________________________________________________
 AQ1927* NAD 83(1986)-  29 37 52.     (N)    081 12 34.     (W)     SCALED    
 AQ1927* NAVD 88     -         1.350  (meters)       4.43   (feet)  ADJUSTED  
 AQ1927  ___________________________________________________________________
 AQ1927  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1927  DYNAMIC HT  -           1.348 (meters)       4.42  (feet)  COMP
 AQ1927  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AQ1927
 AQ1927  VERT ORDER  -  SECOND    CLASS I
 AQ1927
 AQ1927.The horizontal coordinates were scaled from a topographic map and have
 AQ1927.an estimated accuracy of +/- 6 seconds.
 AQ1927
 AQ1927.The orthometric height was determined by differential leveling
 AQ1927.and adjusted by the National Geodetic Survey in June 1991..
 AQ1927
 AQ1927.This Tidal Bench Mark is designated as VM 5242
 AQ1927.by the Center for Operational Oceanographic Products and Services.
 AQ1927
 AQ1927.The geoid height was determined by GEOID03.
 AQ1927
 AQ1927.The dynamic height is computed by dividing the NAVD 88
 AQ1927.geopotential number by the normal gravity value computed on the
 AQ1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1927.degrees latitude (g = 980.6199 gals.).
 AQ1927
 AQ1927.The modeled gravity was interpolated from observed gravity values.
 AQ1927
 AQ1927;                    North         East    Units  Estimated Accuracy
 AQ1927;SPC FL E     -   587,000.      179,720.      MT  (+/- 180 meters Scaled)
 AQ1927
 AQ1927                          SUPERSEDED SURVEY CONTROL
 AQ1927
 AQ1927  NGVD 29 (09/01/92)    1.663  (m)            5.46   (f) ADJUSTED    2 1
 AQ1927
 AQ1927.Superseded values are not recommended for survey control.
 AQ1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1927.See file dsdata.txt to determine how the superseded data were derived.
 AQ1927
 AQ1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN797779(NAD 83)
 AQ1927_MARKER: DJ = TIDAL STATION DISK
 AQ1927_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1927_SP_SET: COPPER CLAD STEEL ROD
 AQ1927_STAMPING: 0729 A 1978
 AQ1927_MARK LOGO: NOS   
 AQ1927_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1927
 AQ1927  HISTORY     - Date     Condition        Report By
 AQ1927  HISTORY     - 1978     MONUMENTED       NOS
 AQ1927  HISTORY     - 1978     GOOD             FLDNR
 AQ1927  HISTORY     - 1987     GOOD             FLDNR
 AQ1927  HISTORY     - 1988     GOOD             USPSQD
 AQ1927
 AQ1927                          STATION DESCRIPTION
 AQ1927
 AQ1927'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1927'2.5 MI SOUTH FROM MARINELAND.
 AQ1927'BEGINNING AT THE ADMINISTRATION BUILDING AT MARINELAND, PROCEED 2.5
 AQ1927'MILES SOUTH ALONG STATE HIGHWAY A1A TO THE ENTRANCE FOR WASHINGTON
 AQ1927'OAKS GARDENS STATE PARK, THENCE PROCEED 0.25 MILE WEST ALONG THE MAIN
 AQ1927'ENTRANCE ROAD OF THE PARK TO AN INTERSECTION WITH A NORTH-SOUTH PAVED
 AQ1927'ROAD, THENCE PROCEED 0.1 MILE SOUTH ALONG THE NORTH-SOUTH PAVED ROAD
 AQ1927'TO AN INTERSECTION WITH A DIRT ROAD LEADING WEST TO THE TIDE GAGE
 AQ1927'STATION, PROCEED 0.2 MILE WESTERLY ALONG THE DIRT ROAD TO A FORK IN
 AQ1927'THE ROAD AND THE LOCATION OF THE MARK, THE MARK BEARS 36.5 FEET SOUTH
 AQ1927'OF THE FORK IN THE ROAD, 66.9 FEET NORTH OF A CONCRETE SEAWALL, AND
 AQ1927'225 FEET NORTHWEST OF THE MUSEUM.  0.3 FOOT BELOW GROUND LEVEL.
 AQ1927
 AQ1927                          STATION RECOVERY (1987)
 AQ1927
 AQ1927'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1927'RECOVERED AS DESCRIBED.
 AQ1927
 AQ1927                          STATION RECOVERY (1988)
 AQ1927
 AQ1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1926 ***********************************************************************
 AQ1926  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1926  DESIGNATION -  872 0729 B TIDAL
 AQ1926  PID         -  AQ1926
 AQ1926  STATE/COUNTY-  FL/FLAGLER
 AQ1926  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1926
 AQ1926                         *CURRENT SURVEY CONTROL
 AQ1926  ___________________________________________________________________
 AQ1926* NAD 83(1986)-  29 38 01.     (N)    081 12 29.     (W)     SCALED    
 AQ1926* NAVD 88     -         2.674  (meters)       8.77   (feet)  ADJUSTED  
 AQ1926  ___________________________________________________________________
 AQ1926  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1926  DYNAMIC HT  -           2.670 (meters)       8.76  (feet)  COMP
 AQ1926  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AQ1926
 AQ1926  VERT ORDER  -  FIRST     CLASS II
 AQ1926
 AQ1926.The horizontal coordinates were scaled from a topographic map and have
 AQ1926.an estimated accuracy of +/- 6 seconds.
 AQ1926
 AQ1926.The orthometric height was determined by differential leveling
 AQ1926.and adjusted by the National Geodetic Survey in June 1991..
 AQ1926
 AQ1926.This Tidal Bench Mark is designated as VM 5243
 AQ1926.by the Center for Operational Oceanographic Products and Services.
 AQ1926
 AQ1926.The geoid height was determined by GEOID03.
 AQ1926
 AQ1926.The dynamic height is computed by dividing the NAVD 88
 AQ1926.geopotential number by the normal gravity value computed on the
 AQ1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1926.degrees latitude (g = 980.6199 gals.).
 AQ1926
 AQ1926.The modeled gravity was interpolated from observed gravity values.
 AQ1926
 AQ1926;                    North         East    Units  Estimated Accuracy
 AQ1926;SPC FL E     -   587,270.      179,850.      MT  (+/- 180 meters Scaled)
 AQ1926
 AQ1926                          SUPERSEDED SURVEY CONTROL
 AQ1926
 AQ1926  NGVD 29 (09/01/92)    2.986  (m)            9.80   (f) ADJUSTED    1 2
 AQ1926
 AQ1926.Superseded values are not recommended for survey control.
 AQ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1926.See file dsdata.txt to determine how the superseded data were derived.
 AQ1926
 AQ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798782(NAD 83)
 AQ1926_MARKER: DJ = TIDAL STATION DISK
 AQ1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1926_SP_SET: CONCRETE POST
 AQ1926_STAMPING: 0729 B 1978 CLB
 AQ1926_MARK LOGO: FLDNR 
 AQ1926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1926+STABILITY: SURFACE MOTION
 AQ1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1926+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ1926
 AQ1926  HISTORY     - Date     Condition        Report By
 AQ1926  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1926  HISTORY     - 1987     GOOD             FLDNR
 AQ1926  HISTORY     - 1988     GOOD             USPSQD
 AQ1926  HISTORY     - 19910323 GOOD             NGS
 AQ1926
 AQ1926                          STATION DESCRIPTION
 AQ1926
 AQ1926'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1926'2.5 MI SOUTH FROM MARINELAND.
 AQ1926'BEGINNING AT THE ADMINSTRATION BUILDING AT MARINELAND, PROCEED 2.5
 AQ1926'MILES SOUTH ALONG STATE HIGHWAY A1A TO THE ENTRANCE OF WASHINGTON OAKS
 AQ1926'GARDENS STATE PARK, PROCEED 0.25 MILE WEST ALONG THE MAIN ENTRANCE
 AQ1926'ROAD OF THE PARK TO AN INTERSECTION WITH A NORTH-SOUTH PAVED ROAD AND
 AQ1926'THE LOCATION OF THE MARK, THE MARK BEARS 38.0 FEET EAST OF THE CENTER
 AQ1926'LINE OF THE NORTH-SOUTH PAVED ROAD, 49.0 FEET NORTH OF THE CENTERLINE
 AQ1926'OF THE MAIN ENTRANCE ROAD TO THE PARK, 5.0 FEET SOUTH OF TREE LINE,
 AQ1926'AND 32.3 FEET NORTHEAST OF A STOP SIGN.  0.1 FOOT BELOW GROUND LEVEL.
 AQ1926
 AQ1926                          STATION RECOVERY (1987)
 AQ1926
 AQ1926'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1926'RECOVERED AS DESCRIBED.
 AQ1926
 AQ1926                          STATION RECOVERY (1988)
 AQ1926
 AQ1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1926'RECOVERED IN GOOD CONDITION.
 AQ1926
 AQ1926                          STATION RECOVERY (1991)
 AQ1926
 AQ1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1926'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1926'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ1926'IN FLAGLER BEACH, THENCE 0.4 KM (0.2 MI) WESTERLY ALONG THE
 AQ1926'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, 14.8 M (48.6 FT)
 AQ1926'NORTH OF AND LEVEL WITH THE ROAD CENTER, 11.7 M (38.4 FT) EAST OF THE
 AQ1926'CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 AQ1926'THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1925 ***********************************************************************
 AQ1925  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1925  DESIGNATION -  872 0729 C TIDAL
 AQ1925  PID         -  AQ1925
 AQ1925  STATE/COUNTY-  FL/FLAGLER
 AQ1925  USGS QUAD   -  MATANZAS INLET (1992)
 AQ1925
 AQ1925                         *CURRENT SURVEY CONTROL
 AQ1925  ___________________________________________________________________
 AQ1925* NAD 83(1986)-  29 38 06.     (N)    081 12 24.     (W)     SCALED    
 AQ1925* NAVD 88     -         1.513  (meters)       4.96   (feet)  ADJUSTED  
 AQ1925  ___________________________________________________________________
 AQ1925  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ1925  DYNAMIC HT  -           1.511 (meters)       4.96  (feet)  COMP
 AQ1925  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AQ1925
 AQ1925  VERT ORDER  -  FIRST     CLASS II
 AQ1925
 AQ1925.The horizontal coordinates were scaled from a topographic map and have
 AQ1925.an estimated accuracy of +/- 6 seconds.
 AQ1925
 AQ1925.The orthometric height was determined by differential leveling
 AQ1925.and adjusted by the National Geodetic Survey in May 1994..
 AQ1925
 AQ1925.This Tidal Bench Mark is designated as VM 5244
 AQ1925.by the Center for Operational Oceanographic Products and Services.
 AQ1925
 AQ1925.The geoid height was determined by GEOID03.
 AQ1925
 AQ1925.The dynamic height is computed by dividing the NAVD 88
 AQ1925.geopotential number by the normal gravity value computed on the
 AQ1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1925.degrees latitude (g = 980.6199 gals.).
 AQ1925
 AQ1925.The modeled gravity was interpolated from observed gravity values.
 AQ1925
 AQ1925;                    North         East    Units  Estimated Accuracy
 AQ1925;SPC FL E     -   587,430.      179,990.      MT  (+/- 180 meters Scaled)
 AQ1925
 AQ1925                          SUPERSEDED SURVEY CONTROL
 AQ1925
 AQ1925  NAVD 88 (06/15/91)    1.517  (m)            4.98   (f) UNKNOWN     1 2
 AQ1925  NGVD 29 (09/01/92)    1.828  (m)            6.00   (f) ADJUSTED    1 2
 AQ1925
 AQ1925.Superseded values are not recommended for survey control.
 AQ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1925.See file dsdata.txt to determine how the superseded data were derived.
 AQ1925
 AQ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN799783(NAD 83)
 AQ1925_MARKER: DJ = TIDAL STATION DISK
 AQ1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1925_SP_SET: CONCRETE POST
 AQ1925_STAMPING: 0729 C 1978 CLB
 AQ1925_MARK LOGO: FLDNR 
 AQ1925_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1925+STABILITY: SURFACE MOTION
 AQ1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1925+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ1925
 AQ1925  HISTORY     - Date     Condition        Report By
 AQ1925  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1925  HISTORY     - 1987     GOOD             FLDNR
 AQ1925  HISTORY     - 1988     GOOD             USPSQD
 AQ1925  HISTORY     - 19910323 GOOD             NGS
 AQ1925
 AQ1925                          STATION DESCRIPTION
 AQ1925
 AQ1925'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1925'2.5 MI SOUTH FROM MARINELAND.
 AQ1925'BEGINNING AT THE ADMINISTRATION BUILDING AT MARINELAND, PROCEED 2.5
 AQ1925'MILES SOUTH ALONG STATE HIGHWAY A1A TO THE ENTRANCE FOR WASHINGTON
 AQ1925'OAKS GARDENS STATE PARK, PROCEED 0.1 MILE WEST ON THE MAIN PAVED
 AQ1925'ROAD TO THE PARK ENTRANCE BUILDING AND THE LOCATION OF THE MARK, THE
 AQ1925'MARK BEARS 37 FEET SOUTH OF THE SOUTHEAST CORNER OF THE PARK ENTRANCE
 AQ1925'BUILDING, 5.0 FEET NORTH OF THE TREE LINE, 32.0 FEET SOUTH OF THE
 AQ1925'CENTERLINE OF THE EASTBOUND LANE OF THE MAIN ENTRANCE ROAD.  0.1 FOOT
 AQ1925'BELOW GROUND LEVEL.
 AQ1925
 AQ1925                          STATION RECOVERY (1987)
 AQ1925
 AQ1925'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1925'RECOVERED AS DESCRIBED.
 AQ1925
 AQ1925                          STATION RECOVERY (1988)
 AQ1925
 AQ1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1925'RECOVERED IN GOOD CONDITION.
 AQ1925
 AQ1925                          STATION RECOVERY (1991)
 AQ1925
 AQ1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1925'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1925'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ1925'IN FLAGLER BEACH, THENCE 0.1 KM (0.1 MI) WESTERLY ALONG THE
 AQ1925'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, 12.9 M (42.3 FT)
 AQ1925'SOUTHEAST OF THE SOUTHWEST CORNER OF THE TOLL BOOTH, 11.2 M (36.7 FT)
 AQ1925'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 9.4 M
 AQ1925'(30.8 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANE OF THE ROAD, 0.3
 AQ1925'M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AQ1925'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2712 ***********************************************************************
 AQ2712  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2712  DESIGNATION -  872 0729 F TIDAL
 AQ2712  PID         -  AQ2712
 AQ2712  STATE/COUNTY-  FL/FLAGLER
 AQ2712  USGS QUAD   -  MATANZAS INLET (1992)
 AQ2712
 AQ2712                         *CURRENT SURVEY CONTROL
 AQ2712  ___________________________________________________________________
 AQ2712* NAD 83(1986)-  29 37 57.     (N)    081 12 29.     (W)     SCALED    
 AQ2712* NAVD 88     -         2.702  (meters)       8.86   (feet)  ADJUSTED  
 AQ2712  ___________________________________________________________________
 AQ2712  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ2712  DYNAMIC HT  -           2.698 (meters)       8.85  (feet)  COMP
 AQ2712  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AQ2712
 AQ2712  VERT ORDER  -  FIRST     CLASS II
 AQ2712
 AQ2712.The horizontal coordinates were scaled from a topographic map and have
 AQ2712.an estimated accuracy of +/- 6 seconds.
 AQ2712
 AQ2712.The orthometric height was determined by differential leveling
 AQ2712.and adjusted by the National Geodetic Survey in May 1994..
 AQ2712
 AQ2712.This Tidal Bench Mark is designated as VM 5245
 AQ2712.by the Center for Operational Oceanographic Products and Services.
 AQ2712
 AQ2712.The geoid height was determined by GEOID03.
 AQ2712
 AQ2712.The dynamic height is computed by dividing the NAVD 88
 AQ2712.geopotential number by the normal gravity value computed on the
 AQ2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2712.degrees latitude (g = 980.6199 gals.).
 AQ2712
 AQ2712.The modeled gravity was interpolated from observed gravity values.
 AQ2712
 AQ2712;                    North         East    Units  Estimated Accuracy
 AQ2712;SPC FL E     -   587,150.      179,850.      MT  (+/- 180 meters Scaled)
 AQ2712
 AQ2712                          SUPERSEDED SURVEY CONTROL
 AQ2712
 AQ2712  NGVD 29 (09/01/92)    3.014  (m)            9.89   (f) ADJUSTED    1 2
 AQ2712
 AQ2712.Superseded values are not recommended for survey control.
 AQ2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2712.See file dsdata.txt to determine how the superseded data were derived.
 AQ2712
 AQ2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798780(NAD 83)
 AQ2712_MARKER: DJ = TIDAL STATION DISK
 AQ2712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AQ2712_SP_SET: STAINLESS STEEL ROD
 AQ2712_STAMPING: 0729 F 1987
 AQ2712_MARK LOGO: NOS   
 AQ2712_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ2712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AQ2712+STABILITY: POSITION/ELEVATION WELL
 AQ2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2712+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ2712_ROD/PIPE-DEPTH: 19.2 meters
 AQ2712
 AQ2712  HISTORY     - Date     Condition        Report By
 AQ2712  HISTORY     - 1987     MONUMENTED       NOS
 AQ2712  HISTORY     - 1987     GOOD             FLDNR
 AQ2712  HISTORY     - 19910323 GOOD             NGS
 AQ2712
 AQ2712                          STATION DESCRIPTION
 AQ2712
 AQ2712'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AQ2712'BEGIN AT THE ADMINISTRATION BUILDING AT MARINELAND, GO 2.5 MILES SOUTH
 AQ2712'ALONG STATE HIGHWAY A1A TO THE ENTRANCE OF WASHINGTON OAKS GARDENS
 AQ2712'STATE PARK, GO 0.25 MILE WEST ALONG THE MAIN ENTRANCE ROAD TO THE
 AQ2712'JUNCTION OF A NORTH-SOUTH ROAD, GO 0.07 MILE SOUTH ALONG NORTH-SOUTH
 AQ2712'ROAD TO THE MARK.  THE MARK BEARS 20.6 FEET WEST OF THE CENTERLINE,
 AQ2712'AND 34.0 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD.  THE MARK IS 3.2
 AQ2712'E FROM A WHITNESS POST.
 AQ2712
 AQ2712                          STATION RECOVERY (1991)
 AQ2712
 AQ2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2712'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ2712'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ2712'IN FLAGLER BEACH, THENCE 0.4 KM (0.2 MI) WESTERLY ALONG THE
 AQ2712'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, THENCE 0.1 KM
 AQ2712'(0.1 MI) SOUTHERLY ALONG A PAVED ROAD, 9.4 M (30.8 FT) NORTH OF THE
 AQ2712'CENTER OF A SERVICE ROAD, 5.9 M (19.4 FT) WEST OF THE ROAD CENTER,
 AQ2712'0.9 M (3.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 AQ2712'LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE
 AQ2712'THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2711 ***********************************************************************
 AQ2711  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2711  DESIGNATION -  872 0729 G TIDAL
 AQ2711  PID         -  AQ2711
 AQ2711  STATE/COUNTY-  FL/FLAGLER
 AQ2711  USGS QUAD   -  MATANZAS INLET (1992)
 AQ2711
 AQ2711                         *CURRENT SURVEY CONTROL
 AQ2711  ___________________________________________________________________
 AQ2711* NAD 83(1986)-  29 37 32.     (N)    081 12 21.     (W)     SCALED    
 AQ2711* NAVD 88     -         3.003  (meters)       9.85   (feet)  ADJUSTED  
 AQ2711  ___________________________________________________________________
 AQ2711  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ2711  DYNAMIC HT  -           2.999 (meters)       9.84  (feet)  COMP
 AQ2711  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AQ2711
 AQ2711  VERT ORDER  -  FIRST     CLASS II
 AQ2711
 AQ2711.The horizontal coordinates were scaled from a topographic map and have
 AQ2711.an estimated accuracy of +/- 6 seconds.
 AQ2711
 AQ2711.The orthometric height was determined by differential leveling
 AQ2711.and adjusted by the National Geodetic Survey in May 1994..
 AQ2711
 AQ2711.This Tidal Bench Mark is designated as VM 5246
 AQ2711.by the Center for Operational Oceanographic Products and Services.
 AQ2711
 AQ2711.The geoid height was determined by GEOID03.
 AQ2711
 AQ2711.The dynamic height is computed by dividing the NAVD 88
 AQ2711.geopotential number by the normal gravity value computed on the
 AQ2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2711.degrees latitude (g = 980.6199 gals.).
 AQ2711
 AQ2711.The modeled gravity was interpolated from observed gravity values.
 AQ2711
 AQ2711;                    North         East    Units  Estimated Accuracy
 AQ2711;SPC FL E     -   586,380.      180,070.      MT  (+/- 180 meters Scaled)
 AQ2711
 AQ2711                          SUPERSEDED SURVEY CONTROL
 AQ2711
 AQ2711  NGVD 29 (09/01/92)    3.318  (m)           10.89   (f) ADJUSTED    1 2
 AQ2711
 AQ2711.Superseded values are not recommended for survey control.
 AQ2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2711.See file dsdata.txt to determine how the superseded data were derived.
 AQ2711
 AQ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN800773(NAD 83)
 AQ2711_MARKER: DJ = TIDAL STATION DISK
 AQ2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2711_SP_SET: CONCRETE POST
 AQ2711_STAMPING: 0729 G 1987
 AQ2711_MARK LOGO: NOS   
 AQ2711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2711+STABILITY: SURFACE MOTION
 AQ2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2711+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ2711
 AQ2711  HISTORY     - Date     Condition        Report By
 AQ2711  HISTORY     - 1987     MONUMENTED       NOS
 AQ2711  HISTORY     - 1987     GOOD             FLDNR
 AQ2711  HISTORY     - 19910323 GOOD             NGS
 AQ2711
 AQ2711                          STATION DESCRIPTION
 AQ2711
 AQ2711'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AQ2711'BEGIN AT THE ADMINISTRATION BUILDING AT MARINELAND, GO 2.5 MILES SOUTH
 AQ2711'ALONG STATE HIGHWAY A1A TO THE ENTRANCE OF WASHINGTON OAKS GARDENS
 AQ2711'STATE PARK, GO 0.25 MILE WEST ALONG THE MAIN ENTRANCE ROAD TO THE
 AQ2711'JUNCTION OF A NORTH-SOUTH ROAD, GO 0.6 MILE SOUTH ALONG NORTH-SOUTH
 AQ2711'ROAD TO ITS END AND THE MARK.  THE MARK BEARS 12.0 FEET EAST OF THE
 AQ2711'CENTERLINE, 21.5 FEET EAST OF A POWER POLE, AND 52.0 FEET SOUTH OF THE
 AQ2711'EXTENDED CENTERLINE OF THE EXIT ROAD FOR THE PICNIC AREA (A DIRT
 AQ2711'ROAD).  THE MARK IS 0.5 E FROM A WHITNESS POST.
 AQ2711
 AQ2711                          STATION RECOVERY (1991)
 AQ2711
 AQ2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2711'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ2711'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ2711'IN FLAGLER BEACH, THENCE 0.4 KM (0.2 MI) WESTERLY ALONG THE
 AQ2711'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, THENCE 0.9 KM
 AQ2711'(0.6 MI) SOUTHERLY ALONG A PAVED ROAD, 14.8 M (48.6 FT) SOUTH OF THE
 AQ2711'EXTENDED CENTER OF THE SOUTH ENTRANCE TO A PICNIC AREA, 6.6 M
 AQ2711'(21.7 FT) EAST OF A UTILITY POLE, 3.6 M (11.8 FT) EAST OF AND LEVEL
 AQ2711'WITH THE ROAD CENTER, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AQ2711'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2566 ***********************************************************************
 AQ2566  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2566  DESIGNATION -  872 0767 A TIDAL
 AQ2566  PID         -  AQ2566
 AQ2566  STATE/COUNTY-  FL/PUTNAM
 AQ2566  USGS QUAD   -  SATSUMA (1980)
 AQ2566
 AQ2566                         *CURRENT SURVEY CONTROL
 AQ2566  ___________________________________________________________________
 AQ2566* NAD 83(1986)-  29 35 39.     (N)    081 40 55.     (W)     SCALED    
 AQ2566* NAVD 88     -         3.189  (meters)      10.46   (feet)  ADJUSTED  
 AQ2566  ___________________________________________________________________
 AQ2566  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ2566  DYNAMIC HT  -           3.185 (meters)      10.45  (feet)  COMP
 AQ2566  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AQ2566
 AQ2566  VERT ORDER  -  SECOND    CLASS I
 AQ2566
 AQ2566.The horizontal coordinates were scaled from a topographic map and have
 AQ2566.an estimated accuracy of +/- 6 seconds.
 AQ2566
 AQ2566.The orthometric height was determined by differential leveling
 AQ2566.and adjusted by the National Geodetic Survey in June 1991..
 AQ2566
 AQ2566.This Tidal Bench Mark is designated as VM 5248
 AQ2566.by the Center for Operational Oceanographic Products and Services.
 AQ2566
 AQ2566.The geoid height was determined by GEOID03.
 AQ2566
 AQ2566.The dynamic height is computed by dividing the NAVD 88
 AQ2566.geopotential number by the normal gravity value computed on the
 AQ2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2566.degrees latitude (g = 980.6199 gals.).
 AQ2566
 AQ2566.The modeled gravity was interpolated from observed gravity values.
 AQ2566
 AQ2566;                    North         East    Units  Estimated Accuracy
 AQ2566;SPC FL E     -   583,080.      133,940.      MT  (+/- 180 meters Scaled)
 AQ2566
 AQ2566                          SUPERSEDED SURVEY CONTROL
 AQ2566
 AQ2566  NGVD 29 (09/01/92)    3.472  (m)           11.39   (f) ADJUSTED    2 1
 AQ2566
 AQ2566.Superseded values are not recommended for survey control.
 AQ2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2566.See file dsdata.txt to determine how the superseded data were derived.
 AQ2566
 AQ2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN339740(NAD 83)
 AQ2566_MARKER: DJ = TIDAL STATION DISK
 AQ2566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2566_SP_SET: BRIDGE ABUTMENT
 AQ2566_STAMPING: 0767 A 1978
 AQ2566_MARK LOGO: NOS   
 AQ2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2566
 AQ2566  HISTORY     - Date     Condition        Report By
 AQ2566  HISTORY     - 1978     MONUMENTED       NOS
 AQ2566  HISTORY     - 1985     GOOD             FLDNR
 AQ2566
 AQ2566                          STATION DESCRIPTION
 AQ2566
 AQ2566'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2566'3.55 MI NORTH FROM SATSUMA.
 AQ2566'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2566'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2566'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2566'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2566'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2566'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2566'THE WINGWALL AT THE SOUTHWEST CORNER OF THE BRIDGE, 18 FEET SOUTHWEST
 AQ2566'OF THE CENTERLINE OF THE RAILROAD, 8.9 FEET WEST OF A HANDRAIL, AND
 AQ2566'143.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE TENDERS
 AQ2566'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2567 ***********************************************************************
 AQ2567  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2567  DESIGNATION -  872 0767 B TIDAL
 AQ2567  PID         -  AQ2567
 AQ2567  STATE/COUNTY-  FL/PUTNAM
 AQ2567  USGS QUAD   -  SATSUMA (1980)
 AQ2567
 AQ2567                         *CURRENT SURVEY CONTROL
 AQ2567  ___________________________________________________________________
 AQ2567* NAD 83(1986)-  29 35 42.     (N)    081 40 56.     (W)     SCALED    
 AQ2567* NAVD 88     -         1.598  (meters)       5.24   (feet)  ADJUSTED  
 AQ2567  ___________________________________________________________________
 AQ2567  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ2567  DYNAMIC HT  -           1.596 (meters)       5.24  (feet)  COMP
 AQ2567  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ2567
 AQ2567  VERT ORDER  -  SECOND    CLASS I
 AQ2567
 AQ2567.The horizontal coordinates were scaled from a topographic map and have
 AQ2567.an estimated accuracy of +/- 6 seconds.
 AQ2567
 AQ2567.The orthometric height was determined by differential leveling
 AQ2567.and adjusted by the National Geodetic Survey in June 1991..
 AQ2567
 AQ2567.This Tidal Bench Mark is designated as VM 5249
 AQ2567.by the Center for Operational Oceanographic Products and Services.
 AQ2567
 AQ2567.The geoid height was determined by GEOID03.
 AQ2567
 AQ2567.The dynamic height is computed by dividing the NAVD 88
 AQ2567.geopotential number by the normal gravity value computed on the
 AQ2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2567.degrees latitude (g = 980.6199 gals.).
 AQ2567
 AQ2567.The modeled gravity was interpolated from observed gravity values.
 AQ2567
 AQ2567;                    North         East    Units  Estimated Accuracy
 AQ2567;SPC FL E     -   583,170.      133,910.      MT  (+/- 180 meters Scaled)
 AQ2567
 AQ2567                          SUPERSEDED SURVEY CONTROL
 AQ2567
 AQ2567  NGVD 29 (09/01/92)    1.881  (m)            6.17   (f) ADJUSTED    2 1
 AQ2567
 AQ2567.Superseded values are not recommended for survey control.
 AQ2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2567.See file dsdata.txt to determine how the superseded data were derived.
 AQ2567
 AQ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN339741(NAD 83)
 AQ2567_MARKER: DJ = TIDAL STATION DISK
 AQ2567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2567_SP_SET: BRIDGE PIER FOUNDATION
 AQ2567_STAMPING: 0767 B 1978
 AQ2567_MARK LOGO: NOS   
 AQ2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2567
 AQ2567  HISTORY     - Date     Condition        Report By
 AQ2567  HISTORY     - 1978     MONUMENTED       NOS
 AQ2567  HISTORY     - 1985     GOOD             FLDNR
 AQ2567
 AQ2567                          STATION DESCRIPTION
 AQ2567
 AQ2567'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2567'3.55 MI NORTH FROM SATSUMA.
 AQ2567'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2567'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2567'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2567'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2567'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2567'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2567'THE SOUTHWEST CORNER OF THE WEST CONCRETE PIER FOUNDATION AT THE
 AQ2567'SOUTH END OF THE BRIDGE DRAWSPAN, 38 FEET WEST OF THE BRIDGE CONTROL
 AQ2567'HOUSE, AND 5 FEET NORTH OF THE SOUTH EDGE OF THE FOUNDATION.
 AQ2567'THE MARK IS 5 FT BELOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2568 ***********************************************************************
 AQ2568  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2568  DESIGNATION -  872 0767 C TIDAL
 AQ2568  PID         -  AQ2568
 AQ2568  STATE/COUNTY-  FL/PUTNAM
 AQ2568  USGS QUAD   -  SATSUMA (1980)
 AQ2568
 AQ2568                         *CURRENT SURVEY CONTROL
 AQ2568  ___________________________________________________________________
 AQ2568* NAD 83(1986)-  29 35 47.     (N)    081 40 59.     (W)     SCALED    
 AQ2568* NAVD 88     -         3.121  (meters)      10.24   (feet)  ADJUSTED  
 AQ2568  ___________________________________________________________________
 AQ2568  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ2568  DYNAMIC HT  -           3.117 (meters)      10.23  (feet)  COMP
 AQ2568  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AQ2568
 AQ2568  VERT ORDER  -  SECOND    CLASS I
 AQ2568
 AQ2568.The horizontal coordinates were scaled from a topographic map and have
 AQ2568.an estimated accuracy of +/- 6 seconds.
 AQ2568
 AQ2568.The orthometric height was determined by differential leveling
 AQ2568.and adjusted by the National Geodetic Survey in June 1991..
 AQ2568
 AQ2568.This Tidal Bench Mark is designated as VM 5250
 AQ2568.by the Center for Operational Oceanographic Products and Services.
 AQ2568
 AQ2568.The geoid height was determined by GEOID03.
 AQ2568
 AQ2568.The dynamic height is computed by dividing the NAVD 88
 AQ2568.geopotential number by the normal gravity value computed on the
 AQ2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2568.degrees latitude (g = 980.6199 gals.).
 AQ2568
 AQ2568.The modeled gravity was interpolated from observed gravity values.
 AQ2568
 AQ2568;                    North         East    Units  Estimated Accuracy
 AQ2568;SPC FL E     -   583,330.      133,830.      MT  (+/- 180 meters Scaled)
 AQ2568
 AQ2568                          SUPERSEDED SURVEY CONTROL
 AQ2568
 AQ2568  NGVD 29 (09/01/92)    3.404  (m)           11.17   (f) ADJUSTED    2 1
 AQ2568
 AQ2568.Superseded values are not recommended for survey control.
 AQ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2568.See file dsdata.txt to determine how the superseded data were derived.
 AQ2568
 AQ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN338742(NAD 83)
 AQ2568_MARKER: DJ = TIDAL STATION DISK
 AQ2568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2568_SP_SET: BRIDGE ABUTMENT
 AQ2568_STAMPING: 0767 C 1978
 AQ2568_MARK LOGO: NOS   
 AQ2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2568
 AQ2568  HISTORY     - Date     Condition        Report By
 AQ2568  HISTORY     - 1978     MONUMENTED       NOS
 AQ2568  HISTORY     - 1985     GOOD             FLDNR
 AQ2568
 AQ2568                          STATION DESCRIPTION
 AQ2568
 AQ2568'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2568'3.55 MI NORTH FROM SATSUMA.
 AQ2568'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2568'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2568'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2568'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2568'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2568'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2568'THE WINGWALL AT THE NORTHWEST CORNER OF THE BRIDGE, 11.5 FEET WEST OF
 AQ2568'THE CENTERLINE OF THE RAILROAD, AND 25 FEET SOUTH OF A TELEPHONE BOX.
 AQ2568'THE MARK IS ABOVE LEVEL WITH RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2565 ***********************************************************************
 AQ2565  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2565  DESIGNATION -  872 0767 D TIDAL
 AQ2565  PID         -  AQ2565
 AQ2565  STATE/COUNTY-  FL/PUTNAM
 AQ2565  USGS QUAD   -  SATSUMA (1980)
 AQ2565
 AQ2565                         *CURRENT SURVEY CONTROL
 AQ2565  ___________________________________________________________________
 AQ2565* NAD 83(1986)-  29 35 38.     (N)    081 40 53.     (W)     SCALED    
 AQ2565* NAVD 88     -         3.241  (meters)      10.63   (feet)  ADJUSTED  
 AQ2565  ___________________________________________________________________
 AQ2565  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ2565  DYNAMIC HT  -           3.237 (meters)      10.62  (feet)  COMP
 AQ2565  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AQ2565
 AQ2565  VERT ORDER  -  SECOND    CLASS I
 AQ2565
 AQ2565.The horizontal coordinates were scaled from a topographic map and have
 AQ2565.an estimated accuracy of +/- 6 seconds.
 AQ2565
 AQ2565.The orthometric height was determined by differential leveling
 AQ2565.and adjusted by the National Geodetic Survey in June 1991..
 AQ2565
 AQ2565.This Tidal Bench Mark is designated as VM 16573
 AQ2565.by the Center for Operational Oceanographic Products and Services.
 AQ2565
 AQ2565.The geoid height was determined by GEOID03.
 AQ2565
 AQ2565.The dynamic height is computed by dividing the NAVD 88
 AQ2565.geopotential number by the normal gravity value computed on the
 AQ2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2565.degrees latitude (g = 980.6199 gals.).
 AQ2565
 AQ2565.The modeled gravity was interpolated from observed gravity values.
 AQ2565
 AQ2565;                    North         East    Units  Estimated Accuracy
 AQ2565;SPC FL E     -   583,050.      133,990.      MT  (+/- 180 meters Scaled)
 AQ2565
 AQ2565                          SUPERSEDED SURVEY CONTROL
 AQ2565
 AQ2565  NGVD 29 (09/01/92)    3.524  (m)           11.56   (f) ADJUSTED    2 1
 AQ2565
 AQ2565.Superseded values are not recommended for survey control.
 AQ2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2565.See file dsdata.txt to determine how the superseded data were derived.
 AQ2565
 AQ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN340739(NAD 83)
 AQ2565_MARKER: DJ = TIDAL STATION DISK
 AQ2565_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AQ2565+WITH SETTING: PAVEMENT
 AQ2565_SP_SET: CONCRETE BASE
 AQ2565_STAMPING: 0767 D 1978
 AQ2565_MARK LOGO: NOS   
 AQ2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2565+STABILITY: SURFACE MOTION
 AQ2565
 AQ2565  HISTORY     - Date     Condition        Report By
 AQ2565  HISTORY     - 1978     MONUMENTED       NOS
 AQ2565  HISTORY     - 1985     GOOD             FLDNR
 AQ2565
 AQ2565                          STATION DESCRIPTION
 AQ2565
 AQ2565'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2565'3.55 MI NORTH FROM SATSUMA.
 AQ2565'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2565'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2565'ROAD C-309B, GO 2 MILES NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2565'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2565'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2565'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2565'THE SOUTHWEST CORNER OF THE BASE FOR THE SIGNAL LIGHT 145 FEET SOUTH
 AQ2565'OF THE BRIDGE, 11.5 FEET EAST OF THE CENTERLINE OF THE RAILROAD, AND
 AQ2565'11.1 FEET WEST OF THE BRIDGE TENDERS RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2569 ***********************************************************************
 AQ2569  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2569  DESIGNATION -  872 0767 E TIDAL
 AQ2569  PID         -  AQ2569
 AQ2569  STATE/COUNTY-  FL/PUTNAM
 AQ2569  USGS QUAD   -  SATSUMA (1980)
 AQ2569
 AQ2569                         *CURRENT SURVEY CONTROL
 AQ2569  ___________________________________________________________________
 AQ2569* NAD 83(1986)-  29 35 51.     (N)    081 41 02.     (W)     SCALED    
 AQ2569* NAVD 88     -         2.972  (meters)       9.75   (feet)  ADJUSTED  
 AQ2569  ___________________________________________________________________
 AQ2569  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AQ2569  DYNAMIC HT  -           2.968 (meters)       9.74  (feet)  COMP
 AQ2569  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ2569
 AQ2569  VERT ORDER  -  SECOND    CLASS I
 AQ2569
 AQ2569.The horizontal coordinates were scaled from a topographic map and have
 AQ2569.an estimated accuracy of +/- 6 seconds.
 AQ2569
 AQ2569.The orthometric height was determined by differential leveling
 AQ2569.and adjusted by the National Geodetic Survey in June 1991..
 AQ2569
 AQ2569.This Tidal Bench Mark is designated as VM 16574
 AQ2569.by the Center for Operational Oceanographic Products and Services.
 AQ2569
 AQ2569.The geoid height was determined by GEOID03.
 AQ2569
 AQ2569.The dynamic height is computed by dividing the NAVD 88
 AQ2569.geopotential number by the normal gravity value computed on the
 AQ2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2569.degrees latitude (g = 980.6199 gals.).
 AQ2569
 AQ2569.The modeled gravity was interpolated from observed gravity values.
 AQ2569
 AQ2569;                    North         East    Units  Estimated Accuracy
 AQ2569;SPC FL E     -   583,450.      133,750.      MT  (+/- 180 meters Scaled)
 AQ2569
 AQ2569                          SUPERSEDED SURVEY CONTROL
 AQ2569
 AQ2569  NGVD 29 (09/01/92)    3.255  (m)           10.68   (f) ADJUSTED    2 1
 AQ2569
 AQ2569.Superseded values are not recommended for survey control.
 AQ2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2569.See file dsdata.txt to determine how the superseded data were derived.
 AQ2569
 AQ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN337743(NAD 83)
 AQ2569_MARKER: DJ = TIDAL STATION DISK
 AQ2569_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AQ2569+WITH SETTING: PAVEMENT
 AQ2569_SP_SET: CONCRETE BASE
 AQ2569_STAMPING: 0767 E 1978
 AQ2569_MARK LOGO: NOS   
 AQ2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2569+STABILITY: SURFACE MOTION
 AQ2569
 AQ2569  HISTORY     - Date     Condition        Report By
 AQ2569  HISTORY     - 1978     MONUMENTED       NOS
 AQ2569  HISTORY     - 1985     GOOD             FLDNR
 AQ2569
 AQ2569                          STATION DESCRIPTION
 AQ2569
 AQ2569'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2569'3.55 MI NORTH FROM SATSUMA.
 AQ2569'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2569'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2569'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2569'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2569'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2569'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2569'THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE SIGNAL LIGHT 331
 AQ2569'FEET NORTH OF THE BRIDGE, 11.5 FEET WEST OF THE CENTERLINE OF THE
 AQ2569'RAILROAD, AND 8.7 FEET NORTH OF THE METAL HOUSING FOR A TRACK RELAY
 AQ2569'SWITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9058 ***********************************************************************
 AC9058  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9058  DESIGNATION -  872 0774 A TIDAL
 AC9058  PID         -  AC9058
 AC9058  STATE/COUNTY-  FL/PUTNAM
 AC9058  USGS QUAD   -  PALATKA (1992)
 AC9058
 AC9058                         *CURRENT SURVEY CONTROL
 AC9058  ___________________________________________________________________
 AC9058* NAD 83(1986)-  29 38 58.     (N)    081 37 38.     (W)     SCALED    
 AC9058* NAVD 88     -         0.922  (meters)       3.02   (feet)  ADJUSTED  
 AC9058  ___________________________________________________________________
 AC9058  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AC9058  DYNAMIC HT  -           0.921 (meters)       3.02  (feet)  COMP
 AC9058  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AC9058
 AC9058  VERT ORDER  -  FIRST     CLASS II
 AC9058
 AC9058.The horizontal coordinates were scaled from a topographic map and have
 AC9058.an estimated accuracy of +/- 6 seconds.
 AC9058
 AC9058.The orthometric height was determined by differential leveling
 AC9058.and adjusted by the National Geodetic Survey in September 1997..
 AC9058
 AC9058.This Tidal Bench Mark is designated as VM 17680
 AC9058.by the Center for Operational Oceanographic Products and Services.
 AC9058
 AC9058.The geoid height was determined by GEOID03.
 AC9058
 AC9058.The dynamic height is computed by dividing the NAVD 88
 AC9058.geopotential number by the normal gravity value computed on the
 AC9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9058.degrees latitude (g = 980.6199 gals.).
 AC9058
 AC9058.The modeled gravity was interpolated from observed gravity values.
 AC9058
 AC9058;                    North         East    Units  Estimated Accuracy
 AC9058;SPC FL E     -   589,180.      139,270.      MT  (+/- 180 meters Scaled)
 AC9058
 AC9058                          SUPERSEDED SURVEY CONTROL
 AC9058
 AC9058.No superseded survey control is available for this station.
 AC9058
 AC9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN392801(NAD 83)
 AC9058_MARKER: I = METAL ROD
 AC9058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9058_STAMPING: 0774 A 1995
 AC9058_MARK LOGO: NOS   
 AC9058_PROJECTION: FLUSH
 AC9058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9058+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9058_ROD/PIPE-DEPTH: 20.2 meters
 AC9058
 AC9058  HISTORY     - Date     Condition        Report By
 AC9058  HISTORY     - 1995     MONUMENTED       FLDEP
 AC9058  HISTORY     - 20050220 GOOD             USPSQD
 AC9058
 AC9058                          STATION DESCRIPTION
 AC9058
 AC9058'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 AC9058'THE MARK IS IN PALATKA ON THE NORTH SIDE OF THE HOLIDAY INN IN SECTION
 AC9058'42, TOWNSHIP 10 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM CITY HALL
 AC9058'IN PALATKA AT THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100
 AC9058'(REID STREET) AND 2ND STREET, GO EAST ON U.S. HIGHWAY 17, STATE ROAD
 AC9058'100 (REID STREET) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF 1ST
 AC9058'STREET, TURN LEFT ON 1ST STREET AND GO NORTH FOR 0.15 MI (0.24 KM) TO
 AC9058'THE INTERSECTION OF MADISON STREET AND THE MARK ON THE RIGHT, A
 AC9058'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 66.4 FT (20.2 M)
 AC9058'WITH A LOGO CAP FLUSH WITH THE GROUND, DATUM POINT IS RECESSED 0.3 FT
 AC9058'(9.1 CM) BELOW THE LEVEL OF THE LOGO CAP AND 2.5 FT (0.8 M) BELOW
 AC9058'MADISON STREET. LOCATED 160.0 FT (48.8 M) EAST OF THE APPROXIMATE
 AC9058'CENTERLINE OF FIRST STREET, 100.4 FT (30.6 M) NORTHEAST OF THE
 AC9058'NORTHEAST CORNER OF THE HOLIDAY INN, 16.0 FT (4.9 M) WEST OF A 24-INCH
 AC9058'PLAM TREE, 4.2 FT (1.3 M) SOUTH OF A 6.0 FT (1.8 M) TALL CHAINLINK
 AC9058'FENCE AND 4.0 FT (1.2 M) SOUTH OF A CARSONITE WITNESS POST. NOTE
 AC9058'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AC9058
 AC9058                          STATION RECOVERY (2005)
 AC9058
 AC9058'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AC9058'CARSONITE WITNESS POST NOW BACKS UP TO THE CHAIN LINK FENCE.  THE
 AC9058'MOTEL IS NO LONGER A HOLIDAY INN. YEAR ON STAMPING IS 1994, NOT 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9055 ***********************************************************************
 AC9055  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9055  DESIGNATION -  872 0774 B TIDAL
 AC9055  PID         -  AC9055
 AC9055  STATE/COUNTY-  FL/PUTNAM
 AC9055  USGS QUAD   -  PALATKA (1992)
 AC9055
 AC9055                         *CURRENT SURVEY CONTROL
 AC9055  ___________________________________________________________________
 AC9055* NAD 83(1986)-  29 38 58.     (N)    081 37 42.     (W)     SCALED    
 AC9055* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 AC9055  ___________________________________________________________________
 AC9055  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AC9055  DYNAMIC HT  -           3.518 (meters)      11.54  (feet)  COMP
 AC9055  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AC9055
 AC9055  VERT ORDER  -  FIRST     CLASS II
 AC9055
 AC9055.The horizontal coordinates were scaled from a topographic map and have
 AC9055.an estimated accuracy of +/- 6 seconds.
 AC9055
 AC9055.The orthometric height was determined by differential leveling
 AC9055.and adjusted by the National Geodetic Survey in September 1997..
 AC9055
 AC9055.This Tidal Bench Mark is designated as VM 17681
 AC9055.by the Center for Operational Oceanographic Products and Services.
 AC9055
 AC9055.The geoid height was determined by GEOID03.
 AC9055
 AC9055.The dynamic height is computed by dividing the NAVD 88
 AC9055.geopotential number by the normal gravity value computed on the
 AC9055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9055.degrees latitude (g = 980.6199 gals.).
 AC9055
 AC9055.The modeled gravity was interpolated from observed gravity values.
 AC9055
 AC9055;                    North         East    Units  Estimated Accuracy
 AC9055;SPC FL E     -   589,180.      139,170.      MT  (+/- 180 meters Scaled)
 AC9055
 AC9055                          SUPERSEDED SURVEY CONTROL
 AC9055
 AC9055.No superseded survey control is available for this station.
 AC9055
 AC9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN391801(NAD 83)
 AC9055_MARKER: I = METAL ROD
 AC9055_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9055_STAMPING: 0774 B 1995
 AC9055_MARK LOGO: NOS   
 AC9055_PROJECTION: RECESSED 8 CENTIMETERS
 AC9055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9055+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1996
 AC9055_ROD/PIPE-DEPTH: 12.0 meters
 AC9055
 AC9055  HISTORY     - Date     Condition        Report By
 AC9055  HISTORY     - 1995     MONUMENTED       FLDEP
 AC9055  HISTORY     - 19960301 GOOD             FLDEP
 AC9055  HISTORY     - 20050807 MARK NOT FOUND   USPSQD
 AC9055
 AC9055                          STATION DESCRIPTION
 AC9055
 AC9055'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 AC9055'THE MARK IS IN PALATKA AT THE NORTHEAST PROPERTY CORNER OF THE NORTH
 AC9055'FLORIDA FARM CREDIT BUILDING IN SECTION 42, TOWNSHIP 10 SOUTH, RANGE
 AC9055'27 EAST. TO REACH THE MARK FROM CITY HALL IN PALATKA AT THE
 AC9055'INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND
 AC9055'STREET, GO NORTH ON 2ND STREET FOR 0.15 MI (0.24 KM) TO THE
 AC9055'INTERSECTION OF MADISON STREET, TURN RIGHT ON MADISON STREET AND GO
 AC9055'EAST FOR 222.2 FT (67.7 M) TO THE MARK ON THE RIGHT, A STAINLESS STEEL
 AC9055'ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.3 FT (12.0 M) WITH A LOGO CAP
 AC9055'FLUSH WITH THE GROUND, DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW
 AC9055'THE LEVEL OF THE LOGO CAP AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF
 AC9055'MADISON STREET. LOCATED 225.5 FT (68.7 M) WEST OF THE APPROXIMATE
 AC9055'CENTERLINE OF FIRST STREET, 222.2 FT (67.7 M) EAST OF THE APPROXIMATE
 AC9055'CENTERLINE OF SECOND STREET, 98.0 FT (29.9 M) EAST OF THE NORTHEAST
 AC9055'CORNER OF THE FRAM CREDIT OF NORTH FLORIDA BUILDING, 53.3 FT (16.2 M)
 AC9055'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MADISON HOUSE (NUMBER
 AC9055'107 A TWO STORY HOUSE), 31.7 FT (9.7 M) SOUTH OF THE APPROXIMATE
 AC9055'CENTERLINE OF MADISON STREET (A RED BRICK STREET), 15.6 FT (4.8 M)
 AC9055'EAST OF A 20-INCH PALM TREE, 1.6 FT (0.5 M) WEST OF THE NORTH END OF A
 AC9055'CHAINLINK FENCE AND 1.0 FT (0.3 M) SOUTH OF THE SOUTH END OF THE SIDE
 AC9055'WALK. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AC9055
 AC9055                          STATION RECOVERY (1996)
 AC9055
 AC9055'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9055'THE MARK IS IN PALATKA AT THE NORTHEAST PROPERTY CORNER OF THE NORTH
 AC9055'FLORIDA FARM CREDIT BUILDING IN SECTION 42, TOWNSHIP 10 SOUTH, RANGE
 AC9055'27 EAST. TO REACH THE MARK FROM CITY HALL IN PALATKA AT THE
 AC9055'INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND
 AC9055'STREET, GO NORTH ON 2ND STREET FOR 0.15 MI (0.24 KM) TO THE
 AC9055'INTERSECTION OF MADISON STREET, TURN RIGHT ON MADISON STREET AND GO
 AC9055'EAST FOR 222.2 FT (67.7 M) TO THE MARK ON THE RIGHT, A STAINLESS STEEL
 AC9055'ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.3 FT (12.0 M) WITH A LOGO CAP
 AC9055'FLUSH WITH THE GROUND, DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW
 AC9055'THE LEVEL OF THE LOGO CAP AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF
 AC9055'MADISON STREET. LOCATED 225.5 FT (68.7 M) WEST OF THE APPROXIMATE
 AC9055'CENTERLINE OF FIRST STREET, 222.2 FT (67.7 M) EAST OF THE APPROXIMATE
 AC9055'CENTERLINE OF SECOND STREET, 98.0 FT (29.9 M) EAST OF THE NORTHEAST
 AC9055'CORNER OF THE FRAM CREDIT OF NORTH FLORIDA BUILDING, 53.3 FT (16.2 M)
 AC9055'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MADISON HOUSE (NUMBER
 AC9055'107 A TWO STORY HOUSE), 31.7 FT (9.7 M) SOUTH OF THE APPROXIMATE
 AC9055'CENTERLINE OF MADISON STREET (A RED BRICK STREET), 15.6 FT (4.8 M)
 AC9055'EAST OF A 20-INCH PALM TREE, 1.6 FT (0.5 M) WEST OF THE NORTH END OF A
 AC9055'CHAINLINK FENCE AND 1.0 FT (0.3 M) SOUTH OF THE SOUTH END OF THE SIDE
 AC9055'WALK. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AC9055
 AC9055                          STATION RECOVERY (2005)
 AC9055
 AC9055'RECOVERY NOTE BY US POWER SQUADRON 2005 (RKP)
 AC9055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9050 ***********************************************************************
 AC9050  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9050  DESIGNATION -  872 0774 G TIDAL
 AC9050  PID         -  AC9050
 AC9050  STATE/COUNTY-  FL/PUTNAM
 AC9050  USGS QUAD   -  PALATKA (1992)
 AC9050
 AC9050                         *CURRENT SURVEY CONTROL
 AC9050  ___________________________________________________________________
 AC9050* NAD 83(1986)-  29 38 48.     (N)    081 37 40.     (W)     SCALED    
 AC9050* NAVD 88     -         3.970  (meters)      13.02   (feet)  ADJUSTED  
 AC9050  ___________________________________________________________________
 AC9050  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AC9050  DYNAMIC HT  -           3.965 (meters)      13.01  (feet)  COMP
 AC9050  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 AC9050
 AC9050  VERT ORDER  -  FIRST     CLASS II
 AC9050
 AC9050.The horizontal coordinates were scaled from a topographic map and have
 AC9050.an estimated accuracy of +/- 6 seconds.
 AC9050
 AC9050.The orthometric height was determined by differential leveling
 AC9050.and adjusted by the National Geodetic Survey in September 1997..
 AC9050
 AC9050.This Tidal Bench Mark is designated as VM 5255
 AC9050.by the Center for Operational Oceanographic Products and Services.
 AC9050
 AC9050.The geoid height was determined by GEOID03.
 AC9050
 AC9050.The dynamic height is computed by dividing the NAVD 88
 AC9050.geopotential number by the normal gravity value computed on the
 AC9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9050.degrees latitude (g = 980.6199 gals.).
 AC9050
 AC9050.The modeled gravity was interpolated from observed gravity values.
 AC9050
 AC9050;                    North         East    Units  Estimated Accuracy
 AC9050;SPC FL E     -   588,870.      139,220.      MT  (+/- 180 meters Scaled)
 AC9050
 AC9050                          SUPERSEDED SURVEY CONTROL
 AC9050
 AC9050.No superseded survey control is available for this station.
 AC9050
 AC9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN392797(NAD 83)
 AC9050_MARKER: DD = SURVEY DISK
 AC9050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC9050_SP_SET: GUARDRAIL
 AC9050_STAMPING: BH 0774 G
 AC9050_MARK LOGO: FLDT  
 AC9050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9050+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 AC9050
 AC9050  HISTORY     - Date     Condition        Report By
 AC9050  HISTORY     - UNK      MONUMENTED       FLDT
 AC9050  HISTORY     - 19950414 GOOD             FLDEP
 AC9050  HISTORY     - 20050806 GOOD             USPSQD
 AC9050
 AC9050                          STATION DESCRIPTION
 AC9050
 AC9050'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 AC9050'THE MARK IS IN PALATKA AT THE WEST END OF THE U.S. HIGHWAY 17 BRIDGE
 AC9050'OVER ST.  JOHNS RIVER IN SECTION 42, TOWNSHIP 10 SOUTH, RANGE 27 EAST.
 AC9050'TO REACH THE MARK FROM CITY HALL IN PALATKA AT THE INTERSECTION OF
 AC9050'U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND STREET, GO EAST
 AC9050'ON U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) FOR 0.10 MI (0.16 KM)
 AC9050'TO THE WEST END OF THE BRIDGE OVER ST.  JOHNS RIVER AND THE MARK ON
 AC9050'THE RIGHT, SET IN THE TOP OF THE SOUTHWEST END OF THE GUARDRAIL OF THE
 AC9050'BRIDGE OVER THE ST. JOHNS RIVER, 3.0 FT (0.9 M) ABOVE THE LEVEL OF THE
 AC9050'PAVEMENT. LOCATED 28.0 FT (8.5 M) SOUTH OF THE CENTERLINE OF THE
 AC9050'SOUTHBOUND LANES, 5.8 FT (1.8 M) EAST OF THE WEST END OF THE RAIL AND
 AC9050'0.6 FT (18.3 CM) WEST OF THE BRIDGE ABUTMENT.
 AC9050
 AC9050                          STATION RECOVERY (2005)
 AC9050
 AC9050'RECOVERY NOTE BY US POWER SQUADRON 2005 (ANR)
 AC9050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0064 ***********************************************************************
 AQ0064  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0064  DESIGNATION -  872 0774 TIDAL 5
 AQ0064  PID         -  AQ0064
 AQ0064  STATE/COUNTY-  FL/PUTNAM
 AQ0064  USGS QUAD   -  PALATKA (1992)
 AQ0064
 AQ0064                         *CURRENT SURVEY CONTROL
 AQ0064  ___________________________________________________________________
 AQ0064* NAD 83(1986)-  29 38 50.     (N)    081 37 46.     (W)     SCALED    
 AQ0064* NAVD 88     -         4.583  (meters)      15.04   (feet)  ADJUSTED  
 AQ0064  ___________________________________________________________________
 AQ0064  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ0064  DYNAMIC HT  -           4.577 (meters)      15.02  (feet)  COMP
 AQ0064  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 AQ0064  OBS GRAVITY -     979,289.3   (mgal)                       GRAV_OBS
 AQ0064
 AQ0064  VERT ORDER  -  FIRST     CLASS II
 AQ0064
 AQ0064.The horizontal coordinates were scaled from a topographic map and have
 AQ0064.an estimated accuracy of +/- 6 seconds.
 AQ0064
 AQ0064.The orthometric height was determined by differential leveling
 AQ0064.and adjusted by the National Geodetic Survey in June 1991..
 AQ0064
 AQ0064.This Tidal Bench Mark is designated as VM 5252
 AQ0064.by the Center for Operational Oceanographic Products and Services.
 AQ0064
 AQ0064.The geoid height was determined by GEOID03.
 AQ0064
 AQ0064.The dynamic height is computed by dividing the NAVD 88
 AQ0064.geopotential number by the normal gravity value computed on the
 AQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0064.degrees latitude (g = 980.6199 gals.).
 AQ0064
 AQ0064.The modeled gravity was interpolated from observed gravity values.
 AQ0064.The observed gravity was obtained from relative gravimeter ties
 AQ0064.to the IGSN71 gravity network.
 AQ0064
 AQ0064;                    North         East    Units  Estimated Accuracy
 AQ0064;SPC FL E     -   588,930.      139,060.      MT  (+/- 180 meters Scaled)
 AQ0064
 AQ0064                          SUPERSEDED SURVEY CONTROL
 AQ0064
 AQ0064  NGVD 29 (09/01/92)    4.873  (m)           15.99   (f) ADJUSTED    1 2
 AQ0064
 AQ0064.Superseded values are not recommended for survey control.
 AQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0064.See file dsdata.txt to determine how the superseded data were derived.
 AQ0064
 AQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN390798(NAD 83)
 AQ0064_MARKER: DB = BENCH MARK DISK
 AQ0064_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AQ0064+WITH SETTING: PAVEMENT
 AQ0064_SP_SET: PORCH
 AQ0064_STAMPING: NO 5 1934
 AQ0064_MARK LOGO: CGS   
 AQ0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0064+STABILITY: SURFACE MOTION
 AQ0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0064+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2005
 AQ0064
 AQ0064  HISTORY     - Date     Condition        Report By
 AQ0064  HISTORY     - 1934     MONUMENTED       CGS
 AQ0064  HISTORY     - 1975     GOOD             FLDNR
 AQ0064  HISTORY     - 1978     GOOD             FLDNR
 AQ0064  HISTORY     - 1985     GOOD             FLDNR
 AQ0064  HISTORY     - 19950414 GOOD             FLDEP
 AQ0064  HISTORY     - 20050220 GOOD             USPSQD
 AQ0064
 AQ0064                          STATION DESCRIPTION
 AQ0064
 AQ0064'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ0064'AT PALATKA.
 AQ0064'THE BENCH MARK IS A STANDARD USC AND GS DISK, STAMPED NO 5 1934,
 AQ0064'AT THE PALATKA POST OFFICE AT THE NORTHEAST INTERSECTION OF
 AQ0064'REID STREET AND SECOND STREET, SET FLUSH IN THE CONCRETE PORCH
 AQ0064'IN THE SOUTHEAST CORNER OF THE MAIN ENTRANCE ON THE WEST SIDE
 AQ0064'(2ND STREET), 28 FEET EAST OF EAST CURB OF 2ND STREET, 21 FEET
 AQ0064'SOUTH OF CENTER OF ENTRANCE, 2 1/2 FEET ABOVE STREET LEVEL.
 AQ0064
 AQ0064                          STATION RECOVERY (1978)
 AQ0064
 AQ0064'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0064'RECOVERED IN GOOD CONDITION.
 AQ0064
 AQ0064                          STATION RECOVERY (1985)
 AQ0064
 AQ0064'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ0064'RECOVERED IN GOOD CONDITION.
 AQ0064
 AQ0064                          STATION RECOVERY (1995)
 AQ0064
 AQ0064'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (PBM)
 AQ0064'THE MARK IS IN PALATKA AT THE CITY HALL IN SECTION 42, TOWNSHIP 10
 AQ0064'SOUTH, RANGE 27 EAST. THE MARK IS AT CITY HALL AT THE INTERSECTION OF
 AQ0064'U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND STREET, SET
 AQ0064'FLUSH IN THE CONCRETE PORCH OF THE CITY HALL IN THE SOUTHEAST CORNER
 AQ0064'OF THE MAIN ENTRANCE ON THE WEST SIDE ON 2ND STREET AND 2.5 FT (0.8 M)
 AQ0064'ABOVE THE LEVEL OF THE STREET. LOCATED 28.0 FT (8.5 M) EAST OF THE
 AQ0064'EAST CURB OF 2ND STREET AND 21.0 FT (6.4 M) SOUTH OF THE CENTER OF THE
 AQ0064'ENTRANCE.
 AQ0064
 AQ0064                          STATION RECOVERY (2005)
 AQ0064
 AQ0064'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AQ0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1561 ***********************************************************************
 AQ1561  DESIGNATION -  872 0774 TIDAL 6
 AQ1561  PID         -  AQ1561
 AQ1561  STATE/COUNTY-  FL/PUTNAM
 AQ1561  USGS QUAD   -  PALATKA (1992)
 AQ1561
 AQ1561                         *CURRENT SURVEY CONTROL
 AQ1561  ___________________________________________________________________
 AQ1561* NAD 83(1986)-  29 38 37.     (N)    081 37 47.     (W)     SCALED    
 AQ1561* NAVD 88     -         0.888  (meters)       2.91   (feet)  ADJUSTED  
 AQ1561  ___________________________________________________________________
 AQ1561  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ1561  DYNAMIC HT  -           0.887 (meters)       2.91  (feet)  COMP
 AQ1561  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AQ1561
 AQ1561  VERT ORDER  -  FIRST     CLASS I
 AQ1561
 AQ1561.The horizontal coordinates were scaled from a topographic map and have
 AQ1561.an estimated accuracy of +/- 6 seconds.
 AQ1561
 AQ1561.The orthometric height was determined by differential leveling
 AQ1561.and adjusted by the National Geodetic Survey in June 1991..
 AQ1561.WARNING-Repeat measurements at this control monument indicate possible
 AQ1561.vertical movement.
 AQ1561
 AQ1561.The geoid height was determined by GEOID03.
 AQ1561
 AQ1561.The dynamic height is computed by dividing the NAVD 88
 AQ1561.geopotential number by the normal gravity value computed on the
 AQ1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1561.degrees latitude (g = 980.6199 gals.).
 AQ1561
 AQ1561.The modeled gravity was interpolated from observed gravity values.
 AQ1561
 AQ1561;                    North         East    Units  Estimated Accuracy
 AQ1561;SPC FL E     -   588,530.      139,030.      MT  (+/- 180 meters Scaled)
 AQ1561
 AQ1561                          SUPERSEDED SURVEY CONTROL
 AQ1561
 AQ1561  NGVD 29 (09/01/92)    1.175  (m)            3.85   (f) ADJUSTED    1 1
 AQ1561
 AQ1561.Superseded values are not recommended for survey control.
 AQ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1561.See file dsdata.txt to determine how the superseded data were derived.
 AQ1561
 AQ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN390794(NAD 83)
 AQ1561_MARKER: DJ = TIDAL STATION DISK
 AQ1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1561_SP_SET: CONCRETE BASE
 AQ1561_STAMPING: 6 1973
 AQ1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1561
 AQ1561  HISTORY     - Date     Condition        Report By
 AQ1561  HISTORY     - 1973     MONUMENTED       NGS
 AQ1561  HISTORY     - 1975     GOOD             NGS
 AQ1561  HISTORY     - 1978     GOOD             FLDNR
 AQ1561  HISTORY     - 20050219 MARK NOT FOUND   USPSQD
 AQ1561
 AQ1561                          STATION DESCRIPTION
 AQ1561
 AQ1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1561'AT PALATKA.
 AQ1561'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 6 1973, AT THE
 AQ1561'BOATHOUSE MARINA IN PALATKA, SET FLUSH IN THE TOP SOUTHWEST CORNER
 AQ1561'OF A 2 FEET SQUARE CONCRETE BASE OF FLAGPOLE, 1 1/2 FEET ABOVE
 AQ1561'GROUND LEVEL, ABOUT 16 FEET SOUTHWEST OF CENTERLINE OF CONCRETE
 AQ1561'BOAT RAMP, ABOUT 22 FEET NORTHWEST OF WOODEN BULKHEAD AND RIVER,
 AQ1561'ABOUT 125 FEET SOUTHWEST OF CENTERLINE OF RIVER STREET, ABOUT 50
 AQ1561'FEET NORTHEAST OF NORTHEAST SIDE OF MARINA BUILDING.
 AQ1561
 AQ1561                          STATION RECOVERY (1978)
 AQ1561
 AQ1561'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1561'RECOVERED IN GOOD CONDITION.
 AQ1561
 AQ1561                          STATION RECOVERY (2005)
 AQ1561
 AQ1561'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AQ1561'REPORTED DESTROYED BY MARINA RESIDENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1562 ***********************************************************************
 AQ1562  DESIGNATION -  872 0774 TIDAL 7
 AQ1562  PID         -  AQ1562
 AQ1562  STATE/COUNTY-  FL/PUTNAM
 AQ1562  USGS QUAD   -  PALATKA (1992)
 AQ1562
 AQ1562                         *CURRENT SURVEY CONTROL
 AQ1562  ___________________________________________________________________
 AQ1562* NAD 83(1986)-  29 38 37.     (N)    081 37 47.     (W)     SCALED    
 AQ1562* NAVD 88     -         2.898  (meters)       9.51   (feet)  ADJUSTED  
 AQ1562  ___________________________________________________________________
 AQ1562  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ1562  DYNAMIC HT  -           2.894 (meters)       9.49  (feet)  COMP
 AQ1562  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AQ1562
 AQ1562  VERT ORDER  -  FIRST     CLASS I
 AQ1562
 AQ1562.The horizontal coordinates were scaled from a topographic map and have
 AQ1562.an estimated accuracy of +/- 6 seconds.
 AQ1562
 AQ1562.The orthometric height was determined by differential leveling
 AQ1562.and adjusted by the National Geodetic Survey in June 1991..
 AQ1562.WARNING-Repeat measurements at this control monument indicate possible
 AQ1562.vertical movement.
 AQ1562
 AQ1562.The geoid height was determined by GEOID03.
 AQ1562
 AQ1562.The dynamic height is computed by dividing the NAVD 88
 AQ1562.geopotential number by the normal gravity value computed on the
 AQ1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1562.degrees latitude (g = 980.6199 gals.).
 AQ1562
 AQ1562.The modeled gravity was interpolated from observed gravity values.
 AQ1562
 AQ1562;                    North         East    Units  Estimated Accuracy
 AQ1562;SPC FL E     -   588,530.      139,030.      MT  (+/- 180 meters Scaled)
 AQ1562
 AQ1562                          SUPERSEDED SURVEY CONTROL
 AQ1562
 AQ1562  NGVD 29 (09/01/92)    3.185  (m)           10.45   (f) ADJUSTED    1 1
 AQ1562
 AQ1562.Superseded values are not recommended for survey control.
 AQ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1562.See file dsdata.txt to determine how the superseded data were derived.
 AQ1562
 AQ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN390794(NAD 83)
 AQ1562_MARKER: DJ = TIDAL STATION DISK
 AQ1562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1562_SP_SET: CONCRETE SLAB
 AQ1562_STAMPING: 7 1973
 AQ1562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1562
 AQ1562  HISTORY     - Date     Condition        Report By
 AQ1562  HISTORY     - 1973     MONUMENTED       NGS
 AQ1562  HISTORY     - 1975     GOOD             NGS
 AQ1562  HISTORY     - 1978     GOOD             FLDNR
 AQ1562  HISTORY     - 20050219 MARK NOT FOUND   USPSQD
 AQ1562
 AQ1562                          STATION DESCRIPTION
 AQ1562
 AQ1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1562'AT PALATKA.
 AQ1562'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 7 1973, AT THE
 AQ1562'BOATHOUSE MARINA IN PALATKA, SET FLUSH IN TOP OF THE SOUTHEAST
 AQ1562'CORNER OF A 4 FEET BY 6 FEET CONCRETE SLAB FOR A CITY WATER
 AQ1562'VALVE, 1 FOOT NORTHWEST OF THE NORTHWEST SIDE AND ABOUT 6 FEET
 AQ1562'NORTHEAST OF THE SOUTHWEST CORNER OF THE MARINA BUILDING, ABOUT
 AQ1562'19 FEET SOUTHEAST OF THE CENTERLINE RIVER STREET, ABOUT 65 FEET
 AQ1562'EAST OF THE INTERSECTION OF THE CENTERLINES OF RIVER STREET AND
 AQ1562'HOTEL STREET.
 AQ1562
 AQ1562                          STATION RECOVERY (1978)
 AQ1562
 AQ1562'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1562'RECOVERED IN GOOD CONDITION.
 AQ1562
 AQ1562                          STATION RECOVERY (2005)
 AQ1562
 AQ1562'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AQ1562'REPORTED DESTROYED BT MARINA RESIDENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1559 ***********************************************************************
 AQ1559  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1559  DESIGNATION -  872 0774 TIDAL 8
 AQ1559  PID         -  AQ1559
 AQ1559  STATE/COUNTY-  FL/PUTNAM
 AQ1559  USGS QUAD   -  PALATKA (1992)
 AQ1559
 AQ1559                         *CURRENT SURVEY CONTROL
 AQ1559  ___________________________________________________________________
 AQ1559* NAD 83(1986)-  29 38 41.     (N)    081 37 52.     (W)     SCALED    
 AQ1559* NAVD 88     -         2.052  (meters)       6.73   (feet)  ADJUSTED  
 AQ1559  ___________________________________________________________________
 AQ1559  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ1559  DYNAMIC HT  -           2.049 (meters)       6.72  (feet)  COMP
 AQ1559  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AQ1559
 AQ1559  VERT ORDER  -  FIRST     CLASS II
 AQ1559
 AQ1559.The horizontal coordinates were scaled from a topographic map and have
 AQ1559.an estimated accuracy of +/- 6 seconds.
 AQ1559
 AQ1559.The orthometric height was determined by differential leveling
 AQ1559.and adjusted by the National Geodetic Survey in September 1997..
 AQ1559
 AQ1559.This Tidal Bench Mark is designated as VM 5254
 AQ1559.by the Center for Operational Oceanographic Products and Services.
 AQ1559
 AQ1559.The geoid height was determined by GEOID03.
 AQ1559
 AQ1559.The dynamic height is computed by dividing the NAVD 88
 AQ1559.geopotential number by the normal gravity value computed on the
 AQ1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1559.degrees latitude (g = 980.6199 gals.).
 AQ1559
 AQ1559.The modeled gravity was interpolated from observed gravity values.
 AQ1559
 AQ1559;                    North         East    Units  Estimated Accuracy
 AQ1559;SPC FL E     -   588,650.      138,890.      MT  (+/- 180 meters Scaled)
 AQ1559
 AQ1559                          SUPERSEDED SURVEY CONTROL
 AQ1559
 AQ1559  NAVD 88 (06/15/91)    2.060  (m)            6.76   (f) UNKNOWN     1 2
 AQ1559  NGVD 29 (09/01/92)    2.349  (m)            7.71   (f) ADJUSTED    1 2
 AQ1559
 AQ1559.Superseded values are not recommended for survey control.
 AQ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1559.See file dsdata.txt to determine how the superseded data were derived.
 AQ1559
 AQ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN389795(NAD 83)
 AQ1559_MARKER: DJ = TIDAL STATION DISK
 AQ1559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1559_SP_SET: SEWER COVER
 AQ1559_STAMPING: 8 1973
 AQ1559_MARK LOGO: NOS   
 AQ1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1559+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1995
 AQ1559
 AQ1559  HISTORY     - Date     Condition        Report By
 AQ1559  HISTORY     - 1973     MONUMENTED       NGS
 AQ1559  HISTORY     - 1975     GOOD             NGS
 AQ1559  HISTORY     - 1978     GOOD             FLDNR
 AQ1559  HISTORY     - 19950414 GOOD             FLDEP
 AQ1559
 AQ1559                          STATION DESCRIPTION
 AQ1559
 AQ1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1559'AT PALATKA.
 AQ1559'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 8 1973 AT THE
 AQ1559'PALATKA CITY PARK ON THE ST. JOHNS RIVER, SET FLUSH IN TOP OF A
 AQ1559'6 FEET DIAMETER CONCRETE SEWER COVER, ABOUT 4 INCHES ABOVE GROUND,
 AQ1559'2 FEET SOUTH OF THE CENTER OF THE 2 FEET ROUND STEEL MANHOLE
 AQ1559'COVER, ABOUT 25 FEET EAST OF THE CENTERLINE RIVER STREET, ABOUT 40
 AQ1559'FEET SOUTHEAST OF THE INTERSECTION OF CENTERLINES RIVER STREET AND
 AQ1559'LAUREL STREET, ABOUT MIDWAY BETWEEN THE DRIVEWAYS TO THE TWO
 AQ1559'PARKING AREAS OFF RIVER STREET.
 AQ1559
 AQ1559                          STATION RECOVERY (1978)
 AQ1559
 AQ1559'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1559'RECOVERED IN GOOD CONDITION.
 AQ1559
 AQ1559                          STATION RECOVERY (1995)
 AQ1559
 AQ1559'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (PBM)
 AQ1559'THE MARK IS IN PALATKA AT THE CITY PARK IN SECTION 42, TOWNSHIP 10
 AQ1559'SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM CITY HALL IN PALATKA, AT
 AQ1559'THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND
 AQ1559'2ND STREET, GO WEST ON U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET)
 AQ1559'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF 3ND STREET (RIVER STREET),
 AQ1559'TURN LEFT ON 3ND STREET (RIVER STREET) AND GO SOUTH FOR 0.2 MI (0.3
 AQ1559'KM) TO THE JUNCTION OF LAUREL STREET ON THE RIGHT AND THE MARK ON THE
 AQ1559'LEFT, SET FLUSH IN THE TOP OF A 6.0 FT (1.8 M) DIAMETER CONCRETE SEWER
 AQ1559'COVER, 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND AND MIDWAY
 AQ1559'BETWEEN THE DRIVEWAYS OF THE TWO PARKING AREAS OFF RIVER STREET.
 AQ1559'LOCATED 40.0 FT (12.2 M) SOUTHEAST OF THE JUNCTION OF THE CENTERLINE
 AQ1559'OF RIVER STREET AND LAUREL STREET, 25.0 FT (7.6 M) EAST OF THE
 AQ1559'CENTERLINE OF RIVER STREET AND 2.0 FT (0.6 M) SOUTH OF THE CENTER OF
 AQ1559'THE 2.0 FT (0.6 M) ROUND STEEL MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1754 ***********************************************************************
 AQ1754  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1754  DESIGNATION -  872 0782 A TIDAL
 AQ1754  PID         -  AQ1754
 AQ1754  STATE/COUNTY-  FL/PUTNAM
 AQ1754  USGS QUAD   -  SAN MATEO (1980)
 AQ1754
 AQ1754                         *CURRENT SURVEY CONTROL
 AQ1754  ___________________________________________________________________
 AQ1754* NAD 83(1986)-  29 34 13.     (N)    081 36 22.     (W)     SCALED    
 AQ1754* NAVD 88     -         0.34   (meters)       1.1    (feet)  U HEIGHT  
 AQ1754  ___________________________________________________________________
 AQ1754  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 AQ1754  DYNAMIC HT  -           0.34  (meters)       1.1   (feet)  COMP
 AQ1754  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 AQ1754
 AQ1754  VERT ORDER  -  THIRD
 AQ1754
 AQ1754.The horizontal coordinates were scaled from a topographic map and have
 AQ1754.an estimated accuracy of +/- 6 seconds.
 AQ1754
 AQ1754.The orthometric height was determined by differential leveling
 AQ1754.and adjusted by the National Geodetic Survey in April 2001..
 AQ1754.WARNING-Repeat measurements at this control monument indicate possible
 AQ1754.vertical movement.
 AQ1754
 AQ1754.This Tidal Bench Mark is designated as VM 10735
 AQ1754.by the Center for Operational Oceanographic Products and Services.
 AQ1754
 AQ1754.The geoid height was determined by GEOID03.
 AQ1754
 AQ1754.The dynamic height is computed by dividing the NAVD 88
 AQ1754.geopotential number by the normal gravity value computed on the
 AQ1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1754.degrees latitude (g = 980.6199 gals.).
 AQ1754
 AQ1754.The modeled gravity was interpolated from observed gravity values.
 AQ1754
 AQ1754;                    North         East    Units  Estimated Accuracy
 AQ1754;SPC FL E     -   580,390.      141,270.      MT  (+/- 180 meters Scaled)
 AQ1754
 AQ1754                          SUPERSEDED SURVEY CONTROL
 AQ1754
 AQ1754.No superseded survey control is available for this station.
 AQ1754
 AQ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN412713(NAD 83)
 AQ1754_MARKER: DJ = TIDAL STATION DISK
 AQ1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1754_SP_SET: CONCRETE POST
 AQ1754_STAMPING: 0782 A 1978 C.L.B.
 AQ1754_MARK LOGO: FLDNR 
 AQ1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1754+STABILITY: SURFACE MOTION
 AQ1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1754+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 AQ1754
 AQ1754  HISTORY     - Date     Condition        Report By
 AQ1754  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1754  HISTORY     - 19931212 GOOD             FLDEP
 AQ1754
 AQ1754                          STATION DESCRIPTION
 AQ1754
 AQ1754'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1754'2.5 MI SW FROM SAN MATEO.
 AQ1754'BEGIN AT THE INTERSECTION OF STATE ROAD 17 AND STATE ROAD 100 IN SAN
 AQ1754'MATEO, FLORIDA. PROCEED 1.85 MILES SOUTH ALONG STATE ROAD 17 TO AN
 AQ1754'INTERSECTION WITH HORSE LANDING ROAD. PROCEED 0.95 MILES SOUTH ALONG
 AQ1754'HORSE LANDING ROAD TO AN INTERSECTION WITH FISHMAN ROAD. PROCEED 0.05
 AQ1754'MILES WEST ALONG FISHMAN ROAD TO AN INTERSECTION WITH PARADISE POINT
 AQ1754'ROAD. PROCEED 0.25 MILES SOUTH ALONG PARADISE POINT ROAD TO AN
 AQ1754'INTERSECTION WITH PARADISE CIRCLE. PROCEED 0.1 MILES SOUTHERLY AND
 AQ1754'WESTERLY ON PARADISE CIRCLE TO THE RESIDENCE OF MARGARET PECK AND THE
 AQ1754'LOCATION OF THE MARK, WHICH BEARS 24.0 FEET WEST OF THE CENTERLINE
 AQ1754'OF PARADISE CIRCLE, 2.8 FEET EAST OF A UTILITY POLE, 64.7 FEET EAST OF
 AQ1754'THE NORTHEAST CORNER OF THE PECK RESIDENCE, 84.0 FEET NORTH OF THE
 AQ1754'CENTERLINE OF A DRIVEWAY.
 AQ1754
 AQ1754                          STATION RECOVERY (1993)
 AQ1754
 AQ1754'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1754'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHWEST OF THE TOWN OF SAN
 AQ1754'MATEO AND 3.0 MI (4.8 KM) NORTHEAST OF THE TOWN OF SATSUMA, IN SECTION
 AQ1754'37, TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH THE MARK FROM THE
 AQ1754'JUNCTION OF STATE ROAD 100 AND U.S. HIGHWAY 17 IN SAN MATEO, GO
 AQ1754'SOUTHWEST ON U.S. HIGHWAY 17 FOR 1.75 MI (2.82 KM) TO THE T JUNCTION
 AQ1754'OF HORSE LANDING ROAD, TURN LEFT AND GO SOUTHEAST ON HORSE LANDING
 AQ1754'ROAD FOR 0.9 MI (1.4 KM) TO THE T JUNCTION OF FISERMANS ROAD TURN
 AQ1754'RIGHT AND GO WESTERLY FOR 150.0 FT (45.7 M) TO THE T JUNCTION OF
 AQ1754'PARADISE POINT ROAD, TURN LEFT AND GO SOUTHERLY ON PARADISE POINT ROAD
 AQ1754'FOR 0.2 MI (0.3 KM) TO THE Y JUNCTION OF EDGE WATER ROAD, CONTINUE
 AQ1754'SOUTHERLY ON PARADISE POINT ROAD FOR 0.2 MI (0.3 KM) TO THE END OF THE
 AQ1754'ROAD AND THE MARK ON THE RIGHT.  SET IN TOP OF A CONCRETE MONUMENT
 AQ1754'RECESSED 0.5 FT (15.2 CM) BELOW THE GROUND AND ABOUT 1 FT (0.3 M)
 AQ1754'BELOW PARADISE POINT ROAD. LOCATED 84.0 FT (25.6 M) NORTH OF THE
 AQ1754'APPROXMATE CENTERLINE OF A DRIVE, 64.7 FT (19.7 M) EAST OF THE
 AQ1754'NORTHEAST CORNER OF A MOBILE HOME, 24.0 FT (7.3 M) WEST OF THE
 AQ1754'APPROXIMATE CENTERLINE OF PARADISE POINT ROAD, 2.8 FT (0.9 M) EAST OF
 AQ1754'A POWER POLE AND 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1753 ***********************************************************************
 AQ1753  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1753  DESIGNATION -  872 0782 B TIDAL
 AQ1753  PID         -  AQ1753
 AQ1753  STATE/COUNTY-  FL/PUTNAM
 AQ1753  USGS QUAD   -  SAN MATEO (1980)
 AQ1753
 AQ1753                         *CURRENT SURVEY CONTROL
 AQ1753  ___________________________________________________________________
 AQ1753* NAD 83(1986)-  29 34 21.     (N)    081 36 19.     (W)     SCALED    
 AQ1753* NAVD 88     -         1.20   (meters)       3.9    (feet)  U HEIGHT  
 AQ1753  ___________________________________________________________________
 AQ1753  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 AQ1753  DYNAMIC HT  -           1.20  (meters)       3.9   (feet)  COMP
 AQ1753  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AQ1753
 AQ1753  VERT ORDER  -  THIRD
 AQ1753
 AQ1753.The horizontal coordinates were scaled from a topographic map and have
 AQ1753.an estimated accuracy of +/- 6 seconds.
 AQ1753
 AQ1753.The orthometric height was determined by differential leveling
 AQ1753.and adjusted by the National Geodetic Survey in April 2001..
 AQ1753.WARNING-Repeat measurements at this control monument indicate possible
 AQ1753.vertical movement.
 AQ1753
 AQ1753.This Tidal Bench Mark is designated as VM 10736
 AQ1753.by the Center for Operational Oceanographic Products and Services.
 AQ1753
 AQ1753.The geoid height was determined by GEOID03.
 AQ1753
 AQ1753.The dynamic height is computed by dividing the NAVD 88
 AQ1753.geopotential number by the normal gravity value computed on the
 AQ1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1753.degrees latitude (g = 980.6199 gals.).
 AQ1753
 AQ1753.The modeled gravity was interpolated from observed gravity values.
 AQ1753
 AQ1753;                    North         East    Units  Estimated Accuracy
 AQ1753;SPC FL E     -   580,640.      141,350.      MT  (+/- 180 meters Scaled)
 AQ1753
 AQ1753                          SUPERSEDED SURVEY CONTROL
 AQ1753
 AQ1753.No superseded survey control is available for this station.
 AQ1753
 AQ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN413715(NAD 83)
 AQ1753_MARKER: DJ = TIDAL STATION DISK
 AQ1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1753_SP_SET: CONCRETE POST
 AQ1753_STAMPING: 0782 B 1978 C.L.B.
 AQ1753_MARK LOGO: FLDNR 
 AQ1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1753+STABILITY: SURFACE MOTION
 AQ1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1753+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 AQ1753
 AQ1753  HISTORY     - Date     Condition        Report By
 AQ1753  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1753  HISTORY     - 19931212 GOOD             FLDEP
 AQ1753
 AQ1753                          STATION DESCRIPTION
 AQ1753
 AQ1753'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1753'2.5 MI SW FROM SAN MATEO.
 AQ1753'BEGIN AT THE INTERSECTION OF STATE ROAD 17 AND STATE ROAD 100 IN SAN
 AQ1753'MATEO, FLORIDA. PROCEED 1.85 MILES SOUTH ON STATE ROAD 17 TO AN
 AQ1753'INTERSECTION WITH HORSE LANDING ROAD. PROCEED 0.95 MILES SOUTH ALONG
 AQ1753'HORSE LANDING ROAD TO AN INTERSECTION WITH FISHMAN ROAD. PROCEED 0.05
 AQ1753'MILES WEST ON FISHMAN ROAD TO AN INTERSECTION WITH PARADISE POINT
 AQ1753'ROAD. PROCEED 0.15 MILES SOUTH ALONG PARADISE POINT ROAD TO A CURVE
 AQ1753'AND THE LOCATION OF THE MARK, WHICH BEARS 29.0 FEET SOUTH OF THE
 AQ1753'CENTER LINE OF PARADISE POINT ROAD, 29.0 FEET EAST OF THE CENTERLINE
 AQ1753'OF PARADISE POINT ROAD, 3.0 FEET EAST OF A UTILITY POLE, 6.8 FEET WEST
 AQ1753'OF A GUY SUPPORT WIRE.
 AQ1753
 AQ1753                          STATION RECOVERY (1993)
 AQ1753
 AQ1753'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1753'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHWEST OF THE TOWN OF SAN
 AQ1753'MATEO AND 3.0 MI (4.8 KM) NORTHEAST OF THE TOWN OF SATSUMA, IN SECTION
 AQ1753'37, TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH THE MARK FROM THE
 AQ1753'JUNCTION OF STATE ROAD 100 AND U.S. HIGHWAY 17 IN SAN MATEO, GO
 AQ1753'SOUTHWEST ON U.S. HIGHWAY 17 FOR 1.75 MI (2.82 KM) TO THE T JUNCTION
 AQ1753'OF HORSE LANDING ROAD, TURN LEFT AND GO SOUTHEAST ON HORSE LANDING
 AQ1753'ROAD FOR 0.9 MI (1.4 KM) TO THE T JUNCTION OF FISERMANS ROAD TURN
 AQ1753'RIGHT AND GO WESTERLY FOR 150.0 FT (45.7 M) TO THE T JUNCTION OF
 AQ1753'PARADISE POINT ROAD, TURN LEFT AND GO SOUTHERLY ON PARADISE POINT ROAD
 AQ1753'FOR 0.2 MI (0.3 KM) TO THE Y JUNCTION OF EDGE WATER ROAD AND THE MARK
 AQ1753'ON THE LEFT.  SET IN TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1
 AQ1753'CM) BELOW THE GROUND AND ABOUT 0.5 FT (15.2 CM) BELOW PARADISE POINT
 AQ1753'ROAD. LOCATED 29.0 FT (8.8 M) SOUTHEAST OF THE APPROXMATE CENTERLINE
 AQ1753'OF PARADISE POINT ROAD, 6.8 FT (2.1 M) WEST OF THE ANCHOR FOR A GUY
 AQ1753'WIRE, 3.0 FT (0.9 M) EAST OF A POWER POLE NUMBER 3-4130-5683-0-3 WITH
 AQ1753'ONE TRANSFORMER AND 1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1752 ***********************************************************************
 AQ1752  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1752  DESIGNATION -  872 0782 C TIDAL
 AQ1752  PID         -  AQ1752
 AQ1752  STATE/COUNTY-  FL/PUTNAM
 AQ1752  USGS QUAD   -  SAN MATEO (1980)
 AQ1752
 AQ1752                         *CURRENT SURVEY CONTROL
 AQ1752  ___________________________________________________________________
 AQ1752* NAD 83(1986)-  29 34 30.     (N)    081 36 14.     (W)     SCALED    
 AQ1752* NAVD 88     -         2.89   (meters)       9.5    (feet)  U HEIGHT  
 AQ1752  ___________________________________________________________________
 AQ1752  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 AQ1752  DYNAMIC HT  -           2.89  (meters)       9.5   (feet)  COMP
 AQ1752  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AQ1752
 AQ1752  VERT ORDER  -  THIRD
 AQ1752
 AQ1752.The horizontal coordinates were scaled from a topographic map and have
 AQ1752.an estimated accuracy of +/- 6 seconds.
 AQ1752
 AQ1752.The orthometric height was determined by differential leveling
 AQ1752.and adjusted by the National Geodetic Survey in April 2001..
 AQ1752.The height was determined by precise leveling from only one NSRS
 AQ1752.bench mark.  This was not adequate "tie leveling" to NSRS, and
 AQ1752.this height should be used with CAUTION.
 AQ1752
 AQ1752.This Tidal Bench Mark is designated as VM 10737
 AQ1752.by the Center for Operational Oceanographic Products and Services.
 AQ1752
 AQ1752.The geoid height was determined by GEOID03.
 AQ1752
 AQ1752.The dynamic height is computed by dividing the NAVD 88
 AQ1752.geopotential number by the normal gravity value computed on the
 AQ1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1752.degrees latitude (g = 980.6199 gals.).
 AQ1752
 AQ1752.The modeled gravity was interpolated from observed gravity values.
 AQ1752
 AQ1752;                    North         East    Units  Estimated Accuracy
 AQ1752;SPC FL E     -   580,910.      141,490.      MT  (+/- 180 meters Scaled)
 AQ1752
 AQ1752                          SUPERSEDED SURVEY CONTROL
 AQ1752
 AQ1752.No superseded survey control is available for this station.
 AQ1752
 AQ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN415718(NAD 83)
 AQ1752_MARKER: DJ = TIDAL STATION DISK
 AQ1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1752_SP_SET: CONCRETE POST
 AQ1752_STAMPING: 0782 C 1978 C.L.B.
 AQ1752_MARK LOGO: FLDNR 
 AQ1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1752+STABILITY: SURFACE MOTION
 AQ1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1752+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 AQ1752
 AQ1752  HISTORY     - Date     Condition        Report By
 AQ1752  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1752  HISTORY     - 19931212 GOOD             FLDEP
 AQ1752
 AQ1752                          STATION DESCRIPTION
 AQ1752
 AQ1752'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1752'2.5 MI SW FROM SAN MATEO.
 AQ1752'BEGIN AT THE INTERSECTION OF STATE ROAD 17 AND STATE ROAD 100 IN SAN
 AQ1752'MATEO, FLORIDA. PROCEED 1.85 MILES SOUTH ON STATE ROAD 17 TO AN
 AQ1752'INTERSECTION WITH HORSE LANDING ROAD. PROCEED 0.95 MILES SOUTH ALONG
 AQ1752'HORSE LANDING ROAD TO AN INTERSECTION WITH FISHMAN ROAD AND THE
 AQ1752'LOCATION OF THE MARK. THE MARK BEARS 34.8 FEET SOUTH OF THE CENTER
 AQ1752'LINE OF FISHMAN ROAD, 20.8 FEET WEST OF THE CENTERLINE OF A PRIVATE
 AQ1752'ROAD AT THE END OF HORSE LANDING ROAD, 3.4 FEET SOUTHEAST OF UTILITY
 AQ1752'POLE, 5.4 FEET NORTH OF A FENCE LINE.
 AQ1752
 AQ1752                          STATION RECOVERY (1993)
 AQ1752
 AQ1752'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1752'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF THE TOWN OF SAN
 AQ1752'MATEO AND 3.2 MI (5.1 KM) NORTHEAST OF THE TOWN OF SATSUMA, IN SECTION
 AQ1752'37, TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH THE MARK FROM THE
 AQ1752'JUNCTION OF STATE ROAD 100 AND U.S. HIGHWAY 17 IN SAN MATEO, GO
 AQ1752'SOUTHWEST ON U.S. HIGHWAY 17 FOR 1.75 MI (2.82 KM) TO THE T JUNCTION
 AQ1752'OF HORSE LANDING ROAD, TURN LEFT AND GO SOUTHEAST ON HORSE LANDING
 AQ1752'ROAD FOR 0.9 MI (1.4 KM) TO THE T JUNCTION OF FISERMANS ROAD AND THE
 AQ1752'MARK.  SET IN TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM)
 AQ1752'BELOW THE GROUND AND ABOUT 0.5 FT (15.2 CM) BELOW FISHERMANS ROAD.
 AQ1752'LOCATED 29.5 FT (9.0 M) SOUTH OF THE APPROXMATE CENTERLINE OF
 AQ1752'FISHERMANS ROAD, 20.8 FT (6.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AQ1752'A PRIVATE DRIVE AT THE END OF HORSE LANDING ROAD,14.0 FT NORTH OF A 24
 AQ1752'INCH OAK TREE, 6.0 FT (1.8 M) SOUTHEAST OF A POWER POLE NUMBER
 AQ1752'3-4131599900 WITH THREE GUY WIRES, 5.0 FT (1.5 M) NORTH OF A 3.0 FT.
 AQ1752'(0.9 M) WOODEN FENCE AND 5.0 FT (1.5 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7009 ***********************************************************************
 AI7009  DESIGNATION -  872 0793 A TIDAL
 AI7009  PID         -  AI7009
 AI7009  STATE/COUNTY-  FL/PUTNAM
 AI7009  USGS QUAD   -  SAN MATEO (1980)
 AI7009
 AI7009                         *CURRENT SURVEY CONTROL
 AI7009  ___________________________________________________________________
 AI7009* NAD 83(1986)-  29 33 07.     (N)    081 34 22.     (W)     SCALED    
 AI7009* NAVD 88     -         0.815  (meters)       2.67   (feet)  ADJUSTED  
 AI7009  ___________________________________________________________________
 AI7009  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AI7009  DYNAMIC HT  -           0.813 (meters)       2.67  (feet)  COMP
 AI7009  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AI7009
 AI7009  VERT ORDER  -  SECOND    CLASS I
 AI7009
 AI7009.The horizontal coordinates were scaled from a topographic map and have
 AI7009.an estimated accuracy of +/- 6 seconds.
 AI7009
 AI7009.The orthometric height was determined by differential leveling
 AI7009.and adjusted by the National Geodetic Survey in April 2001..
 AI7009.No vertical observational check was made to the station.
 AI7009
 AI7009.The geoid height was determined by GEOID03.
 AI7009
 AI7009.The dynamic height is computed by dividing the NAVD 88
 AI7009.geopotential number by the normal gravity value computed on the
 AI7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7009.degrees latitude (g = 980.6199 gals.).
 AI7009
 AI7009.The modeled gravity was interpolated from observed gravity values.
 AI7009
 AI7009;                    North         East    Units  Estimated Accuracy
 AI7009;SPC FL E     -   578,340.      144,490.      MT  (+/- 180 meters Scaled)
 AI7009
 AI7009                          SUPERSEDED SURVEY CONTROL
 AI7009
 AI7009.No superseded survey control is available for this station.
 AI7009
 AI7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN445692(NAD 83)
 AI7009_MARKER: DB = BENCH MARK DISK
 AI7009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7009_STAMPING: 0793 A 1993
 AI7009_MARK LOGO: NOS   
 AI7009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7009+STABILITY: SURFACE MOTION
 AI7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7009+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI7009
 AI7009  HISTORY     - Date     Condition        Report By
 AI7009  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7009
 AI7009                          STATION DESCRIPTION
 AI7009
 AI7009'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7009'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF THE TOWN OF SATSUMA IN
 AI7009'PUTNAM COUNTY.  SECTION 16 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7009'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7009'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7009'JUNCTION OF SISCO ROAD ON THE LEFT (EAST) AND U.S. HIGHWAY 17. TURN
 AI7009'LEFT AND GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD
 AI7009'ON THE LEFT (EAST).  TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR
 AI7009'0.05 MI (0.08 KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT
 AI7009'904-488-2427 FOR A KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON
 AI7009'THE DIRT ROAD FOR 2.9 MI (4.7 KM) TO A Y JUNCTION OF DIRT ROADS, TURN
 AI7009'LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN OPEN
 AI7009'FIELD, TURN RIGHT AND GO EAST ALONG THE EDGE OF THE OPEN FIELD FOR
 AI7009'0.05 MI (0.08 KM) TO THE MARK THE MARK IS LOCATED 287.5 FT (87.6 M)
 AI7009'SOUTH-SOUTHEAST FROM THE MARK 0793 B, 44.0 FT (13.4 M) WEST FROM THE
 AI7009'APROXIMENT EDGE OF DUNNS CREEK, 32.0 FT (9.8 M) SOUTH FROM THE
 AI7009'SOUTHWEST CORNER OF A PINK CONCRETE BLOCK HOUSE, AND 1.0 FT (0.3 M)
 AI7009'NORTHEAST OF A CARSONITE WITNESS POST.  SET IN TOP OF A ROUND CONCRETE
 AI7009'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7008 ***********************************************************************
 AI7008  DESIGNATION -  872 0793 B TIDAL
 AI7008  PID         -  AI7008
 AI7008  STATE/COUNTY-  FL/PUTNAM
 AI7008  USGS QUAD   -  SAN MATEO (1980)
 AI7008
 AI7008                         *CURRENT SURVEY CONTROL
 AI7008  ___________________________________________________________________
 AI7008* NAD 83(1986)-  29 33 08.     (N)    081 34 23.     (W)     SCALED    
 AI7008* NAVD 88     -         2.051  (meters)       6.73   (feet)  ADJUSTED  
 AI7008  ___________________________________________________________________
 AI7008  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AI7008  DYNAMIC HT  -           2.048 (meters)       6.72  (feet)  COMP
 AI7008  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AI7008
 AI7008  VERT ORDER  -  SECOND    CLASS I
 AI7008
 AI7008.The horizontal coordinates were scaled from a topographic map and have
 AI7008.an estimated accuracy of +/- 6 seconds.
 AI7008
 AI7008.The orthometric height was determined by differential leveling
 AI7008.and adjusted by the National Geodetic Survey in April 2001..
 AI7008.No vertical observational check was made to the station.
 AI7008
 AI7008.The geoid height was determined by GEOID03.
 AI7008
 AI7008.The dynamic height is computed by dividing the NAVD 88
 AI7008.geopotential number by the normal gravity value computed on the
 AI7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7008.degrees latitude (g = 980.6199 gals.).
 AI7008
 AI7008.The modeled gravity was interpolated from observed gravity values.
 AI7008
 AI7008;                    North         East    Units  Estimated Accuracy
 AI7008;SPC FL E     -   578,370.      144,460.      MT  (+/- 180 meters Scaled)
 AI7008
 AI7008                          SUPERSEDED SURVEY CONTROL
 AI7008
 AI7008.No superseded survey control is available for this station.
 AI7008
 AI7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN444693(NAD 83)
 AI7008_MARKER: DD = SURVEY DISK
 AI7008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7008_STAMPING: 0793 B 1993
 AI7008_MARK LOGO: FLDNR 
 AI7008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7008+STABILITY: SURFACE MOTION
 AI7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7008+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI7008
 AI7008  HISTORY     - Date     Condition        Report By
 AI7008  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7008
 AI7008                          STATION DESCRIPTION
 AI7008
 AI7008'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7008'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF THE TOWN OF SATSUMA IN
 AI7008'PUTNAM COUNTY, SECTION 16 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7008'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7008'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7008'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7008'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7008'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7008'KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7008'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR 2.9
 AI7008'MI (4.7 KM) TO A Y JUNCTION OF DIRT ROADS, TURN LEFT AND GO NORTH ON
 AI7008'THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN OPEN FIELD, CONTINUE
 AI7008'NORTHEASTERLY FOR ABOUT 200.0 FT (61.0 M) TO THE MARK THE MARK IS
 AI7008'LOCATED 315.0 FT (96.0 M) NORTHWEST FROM THE APPROXIMENT EDGE OF DUNNS
 AI7008'CREEK, 287.5 FT (87.6 M) SOUTH-SOUTHEAST FROM THE MARK 0793 A, 217.0
 AI7008'FT (66.1 M) NORTHWEST FROM THE NORTHWEST CORNER OF A PINK CONCRETE
 AI7008'BLOCK HOUSE, 127.0 FT (38.7 M) EAST OF A POWER POLE WITH ONE GUY WIRE,
 AI7008'77.5 FT (23.6 M) NORTH FROM THE NORTHWEST CORNER OF A 12 FOOT (3.7 M)
 AI7008'X 25.5 FOOT (7.8 M) PINK CONCRETE BLOCK BUILDING AND 1.0 FT (0.3 M)
 AI7008'SOUTHEAST OF A CARSONITE WITNESS POST.  SET IN TOP OF A ROUND CONCRETE
 AI7008'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7011 ***********************************************************************
 AI7011  DESIGNATION -  872 0805 A TIDAL
 AI7011  PID         -  AI7011
 AI7011  STATE/COUNTY-  FL/PUTNAM
 AI7011  USGS QUAD   -  SAN MATEO (1980)
 AI7011
 AI7011                         *CURRENT SURVEY CONTROL
 AI7011  ___________________________________________________________________
 AI7011* NAD 83(1986)-  29 32 01.     (N)    081 33 29.     (W)     SCALED    
 AI7011* NAVD 88     -         0.245  (meters)       0.80   (feet)  ADJUSTED  
 AI7011  ___________________________________________________________________
 AI7011  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AI7011  DYNAMIC HT  -           0.245 (meters)       0.80  (feet)  COMP
 AI7011  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 AI7011
 AI7011  VERT ORDER  -  SECOND    CLASS I
 AI7011
 AI7011.The horizontal coordinates were scaled from a topographic map and have
 AI7011.an estimated accuracy of +/- 6 seconds.
 AI7011
 AI7011.The orthometric height was determined by differential leveling
 AI7011.and adjusted by the National Geodetic Survey in April 2001..
 AI7011.No vertical observational check was made to the station.
 AI7011
 AI7011.The geoid height was determined by GEOID03.
 AI7011
 AI7011.The dynamic height is computed by dividing the NAVD 88
 AI7011.geopotential number by the normal gravity value computed on the
 AI7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7011.degrees latitude (g = 980.6199 gals.).
 AI7011
 AI7011.The modeled gravity was interpolated from observed gravity values.
 AI7011
 AI7011;                    North         East    Units  Estimated Accuracy
 AI7011;SPC FL E     -   576,300.      145,910.      MT  (+/- 180 meters Scaled)
 AI7011
 AI7011                          SUPERSEDED SURVEY CONTROL
 AI7011
 AI7011.No superseded survey control is available for this station.
 AI7011
 AI7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN459672(NAD 83)
 AI7011_MARKER: F = FLANGE-ENCASED ROD
 AI7011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI7011_STAMPING: 0805 A 1993
 AI7011_MARK LOGO: NOS   
 AI7011_PROJECTION: PROJECTING 15 CENTIMETERS
 AI7011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7011_ROD/PIPE-DEPTH:  9.8 meters
 AI7011
 AI7011  HISTORY     - Date     Condition        Report By
 AI7011  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7011
 AI7011                          STATION DESCRIPTION
 AI7011
 AI7011'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7011'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7011'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7011'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7011'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7011'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17.  TURN LEFT AND
 AI7011'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7011'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7011'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7011'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7011'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7011'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7011'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7011'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7011'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7011'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300
 AI7011'FTTO THE MARK ON THE RIGHT, APPROXIMATELY 12 FT (3.7 M) WEST OF THE
 AI7011'WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT FROM
 AI7011'DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17 BRIDGE
 AI7011'OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27 EAST,
 AI7011'FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR APPROXIMATLY
 AI7011'0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS CREEK AND GO UP
 AI7011'STREAM TOWARD CRESCENT LAKE, THIS IS IN A SOUTHEASTERLY DIRECTION,
 AI7011'PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI (11.67 KM) (THIS TRIP WILL
 AI7011'AVERAGE ABOUT THIRTY MINUTES), THE MARK IS LOCATED ON THE WEST BANK OF
 AI7011'DUNNS CREEK ABOUT 0.2 MI (0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE
 AI7011'INTO CRESCENT LAKE, THE MARK IS ENCASED IN A PVC PIPE THE PROTRUDES
 AI7011'0.5 FT (15.2 CM) ABOVE THE GROUND, ACCESS TO THE ROD IS THROUGH A 5
 AI7011'INCH LOGO CAP. THE MARK IS 144.7 FT (44.1 M) SOUTH 20 DEGREES WEST OF
 AI7011'BENCH MARK 872 0805 B, 110 FT (33.5 M) SOUTH 70 DEGREES EAST OF BENCH
 AI7011'MARK 872 0805 C TIDAL, 12 FT (3.7 M) WEST OF THE VEGETATION LINE ALONG
 AI7011'THE WEST EDGE OF DUNNS CREEK AND 1.0 FT (0.3 M) EAST SOUTHEAST OF A
 AI7011'CARSONITE WITNESS POST. NOTE, THIS MARK WILL BE COVERED WITH WATER AT
 AI7011'TIMES, HOWEVER THE PVC PIPE AND LOGO CAP WILL AT MOST TIMES BE ABOVE
 AI7011'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7012 ***********************************************************************
 AI7012  DESIGNATION -  872 0805 B TIDAL
 AI7012  PID         -  AI7012
 AI7012  STATE/COUNTY-  FL/PUTNAM
 AI7012  USGS QUAD   -  SAN MATEO (1980)
 AI7012
 AI7012                         *CURRENT SURVEY CONTROL
 AI7012  ___________________________________________________________________
 AI7012* NAD 83(1986)-  29 32 03.     (N)    081 33 29.     (W)     SCALED    
 AI7012* NAVD 88     -         0.230  (meters)       0.75   (feet)  ADJUSTED  
 AI7012  ___________________________________________________________________
 AI7012  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AI7012  DYNAMIC HT  -           0.229 (meters)       0.75  (feet)  COMP
 AI7012  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 AI7012
 AI7012  VERT ORDER  -  SECOND    CLASS I
 AI7012
 AI7012.The horizontal coordinates were scaled from a topographic map and have
 AI7012.an estimated accuracy of +/- 6 seconds.
 AI7012
 AI7012.The orthometric height was determined by differential leveling
 AI7012.and adjusted by the National Geodetic Survey in April 2001..
 AI7012.No vertical observational check was made to the station.
 AI7012
 AI7012.The geoid height was determined by GEOID03.
 AI7012
 AI7012.The dynamic height is computed by dividing the NAVD 88
 AI7012.geopotential number by the normal gravity value computed on the
 AI7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7012.degrees latitude (g = 980.6199 gals.).
 AI7012
 AI7012.The modeled gravity was interpolated from observed gravity values.
 AI7012
 AI7012;                    North         East    Units  Estimated Accuracy
 AI7012;SPC FL E     -   576,360.      145,910.      MT  (+/- 180 meters Scaled)
 AI7012
 AI7012                          SUPERSEDED SURVEY CONTROL
 AI7012
 AI7012.No superseded survey control is available for this station.
 AI7012
 AI7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN459672(NAD 83)
 AI7012_MARKER: F = FLANGE-ENCASED ROD
 AI7012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI7012_STAMPING: 0805 B 1993
 AI7012_MARK LOGO: NOS   
 AI7012_PROJECTION: PROJECTING 20 CENTIMETERS
 AI7012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7012_ROD/PIPE-DEPTH: 11.0 meters
 AI7012
 AI7012  HISTORY     - Date     Condition        Report By
 AI7012  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7012
 AI7012                          STATION DESCRIPTION
 AI7012
 AI7012'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7012'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7012'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7012'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7012'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7012'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17.  TURN LEFT AND
 AI7012'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7012'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7012'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7012'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7012'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7012'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7012'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7012'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7012'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7012'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 160 FT
 AI7012'(48.8 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 60 FT (18.3 M) WEST
 AI7012'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7012'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7012'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7012'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7012'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7012'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7012'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7012'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7012'LOCATED ON THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI (0.3 KM)
 AI7012'NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE, THE MARK IS
 AI7012'ENCASED IN A PVC PIPE THE PROTRUDES 0.7 FT (21.3 CM) ABOVE THE GROUND,
 AI7012'ACCESS TO THE ROD IS THROUGH A 5 INCH LOGO CAP. LOCATED 180 FT (54.9
 AI7012'M) NORTH 58 DEGREES EAST OF BENCHMARK 872 0805 A TIDAL, 144.7 FT (44.1
 AI7012'M) NORTH 20 DEGREES EAST OF BENCHMARK 872 0805 A, 62 FT (18.9 M) WEST
 AI7012'OF THE LINE OF VEGETATION LINE ALONG THE WEST BANK OF DUNNS CREEK,
 AI7012'11.6 FT (3.5 M) NORTHEAST OF A 2.5 FT (0.8 M) DIAMETER ASH TREE, AND
 AI7012'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. NOTE, THIS MARK WILL
 AI7012'BE COVERED WITH WATER AT TIMES, HOWEVER THE PVC PIPE AND LOGO CAP WILL
 AI7012'AT MOST TIMES BE ABOVE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7013 ***********************************************************************
 AI7013  DESIGNATION -  872 0805 C TIDAL
 AI7013  PID         -  AI7013
 AI7013  STATE/COUNTY-  FL/PUTNAM
 AI7013  USGS QUAD   -  SAN MATEO (1980)
 AI7013
 AI7013                         *CURRENT SURVEY CONTROL
 AI7013  ___________________________________________________________________
 AI7013* NAD 83(1986)-  29 32 02.     (N)    081 33 30.     (W)     SCALED    
 AI7013* NAVD 88     -         0.195  (meters)       0.64   (feet)  ADJUSTED  
 AI7013  ___________________________________________________________________
 AI7013  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AI7013  DYNAMIC HT  -           0.195 (meters)       0.64  (feet)  COMP
 AI7013  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 AI7013
 AI7013  VERT ORDER  -  SECOND    CLASS I
 AI7013
 AI7013.The horizontal coordinates were scaled from a topographic map and have
 AI7013.an estimated accuracy of +/- 6 seconds.
 AI7013
 AI7013.The orthometric height was determined by differential leveling
 AI7013.and adjusted by the National Geodetic Survey in April 2001..
 AI7013.No vertical observational check was made to the station.
 AI7013
 AI7013.The geoid height was determined by GEOID03.
 AI7013
 AI7013.The dynamic height is computed by dividing the NAVD 88
 AI7013.geopotential number by the normal gravity value computed on the
 AI7013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7013.degrees latitude (g = 980.6199 gals.).
 AI7013
 AI7013.The modeled gravity was interpolated from observed gravity values.
 AI7013
 AI7013;                    North         East    Units  Estimated Accuracy
 AI7013;SPC FL E     -   576,330.      145,880.      MT  (+/- 180 meters Scaled)
 AI7013
 AI7013                          SUPERSEDED SURVEY CONTROL
 AI7013
 AI7013.No superseded survey control is available for this station.
 AI7013
 AI7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN459672(NAD 83)
 AI7013_MARKER: DJ = TIDAL STATION DISK
 AI7013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7013_STAMPING: 0805 C 1993
 AI7013_MARK LOGO: NOS   
 AI7013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7013+STABILITY: SURFACE MOTION
 AI7013
 AI7013  HISTORY     - Date     Condition        Report By
 AI7013  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7013
 AI7013                          STATION DESCRIPTION
 AI7013
 AI7013'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7013'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7013'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7013'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7013'SATSUMA, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7013'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7013'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7013'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7013'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7013'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7013'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7013'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7013'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7013'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7013'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7013'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300 FT
 AI7013'(91.4 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 125 FT (38.1 M) WEST
 AI7013'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7013'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7013'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7013'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7013'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7013'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7013'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7013'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7013'LOCATED IN THE SWAMP ALONG THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI
 AI7013'(0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE. THE MARK
 AI7013'IS LOCATED 180 FT (54.9 M) SOUTH 58 DEGREES WEST OF BENCHMARK 872 0805
 AI7013'D TIDAL, 148 FT (45.1 M) SOUTH 83 DEGREES EAST OF BENCHMARK 872 0805 D
 AI7013'TIDAL, 110 FT (33.5 M) NORTH 70 70 DEGREES WEST OF BENCHMARK 872 0805
 AI7013'A TIDAL, 10 FT (3.0 M) SOUTH-SOUTHWEST OF A 2.5 FT (0.8 M) DIAMETER
 AI7013'MAPLE TREE, 7 FT (2.1 M) NORTH-NORTHEAST OF A 0.9 FT (27.4 CM)
 AI7013'DIAMETER ASH TREE WITH THREE VERTICAL BLAZES CUT ON THE SOUTH SIDE OF
 AI7013'THE TREE, 4.4 FT (1.3 M) SOUTH-SOUTHWEST OF A 2.5 FT (0.8 M) DIAMETER
 AI7013'BLACKGUM TREE WITH THREE VERTICAL BLAZES CUT ON THE NORTH SIDE OF THE
 AI7013'TREE, AND 1.2 FT (0.4 M) NORTHWEST OF A CARSONITE WITNESS POST. NOTE,
 AI7013'THIS MARK WILL BE COVERED WITH WATER AT TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7014 ***********************************************************************
 AI7014  DESIGNATION -  872 0805 D TIDAL
 AI7014  PID         -  AI7014
 AI7014  STATE/COUNTY-  FL/PUTNAM
 AI7014  USGS QUAD   -  SAN MATEO (1980)
 AI7014
 AI7014                         *CURRENT SURVEY CONTROL
 AI7014  ___________________________________________________________________
 AI7014* NAD 83(1986)-  29 32 02.     (N)    081 33 32.     (W)     SCALED    
 AI7014* NAVD 88     -         0.194  (meters)       0.64   (feet)  ADJUSTED  
 AI7014  ___________________________________________________________________
 AI7014  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AI7014  DYNAMIC HT  -           0.194 (meters)       0.64  (feet)  COMP
 AI7014  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 AI7014
 AI7014  VERT ORDER  -  SECOND    CLASS I
 AI7014
 AI7014.The horizontal coordinates were scaled from a topographic map and have
 AI7014.an estimated accuracy of +/- 6 seconds.
 AI7014
 AI7014.The orthometric height was determined by differential leveling
 AI7014.and adjusted by the National Geodetic Survey in April 2001..
 AI7014.No vertical observational check was made to the station.
 AI7014
 AI7014.The geoid height was determined by GEOID03.
 AI7014
 AI7014.The dynamic height is computed by dividing the NAVD 88
 AI7014.geopotential number by the normal gravity value computed on the
 AI7014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7014.degrees latitude (g = 980.6199 gals.).
 AI7014
 AI7014.The modeled gravity was interpolated from observed gravity values.
 AI7014
 AI7014;                    North         East    Units  Estimated Accuracy
 AI7014;SPC FL E     -   576,330.      145,830.      MT  (+/- 180 meters Scaled)
 AI7014
 AI7014                          SUPERSEDED SURVEY CONTROL
 AI7014
 AI7014.No superseded survey control is available for this station.
 AI7014
 AI7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN458672(NAD 83)
 AI7014_MARKER: DJ = TIDAL STATION DISK
 AI7014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7014_STAMPING: 0805 D 1993
 AI7014_MARK LOGO: NOS   
 AI7014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7014+STABILITY: SURFACE MOTION
 AI7014
 AI7014  HISTORY     - Date     Condition        Report By
 AI7014  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7014
 AI7014                          STATION DESCRIPTION
 AI7014
 AI7014'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7014'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7014'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7014'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7014'SATSUMA, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7014'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7014'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7014'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7014'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7014'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7014'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7014'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7014'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7014'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7014'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7014'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300 FT
 AI7014'(91.4 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 275 FT (83.8 M) WEST
 AI7014'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7014'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7014'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7014'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7014'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7014'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7014'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7014'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7014'LOCATED IN THE SWAMP ALONG THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI
 AI7014'(0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE. THE MARK
 AI7014'IS LOCATED 211.5 FT (64.5 M) SOUTH 78 DEGREES EAST OF BENCHMARK 872
 AI7014'0805 E 1993, 148 FT (45.1 M) NORTH 83 DEGREES WEST OF BENCHMARK 872
 AI7014'0805 C 1993, 5 FT (1.5 M) NORTHEAST OF A 2.3 FT (0.7 M) DIAMETER TREE
 AI7014'WITH THREE VERTICAL BLAZES CUT ON THE SOUTHWEST FACE OF THE TREE, 4.5
 AI7014'FT (1.4 M) SOUTH SOUTHWEST OF A 1 FT (0.3 M) DIAMETER TREE WITH THREE
 AI7014'VERTICAL BLAZES CUT ON THE NORTH FACE OF THE TREE AND 1 FT (0.3 M)
 AI7014'WEST OF A CARSONITE WITNESS POST. NOTE, THIS MARK WILL BE COVERED WITH
 AI7014'WATER AT TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7015 ***********************************************************************
 AI7015  DESIGNATION -  872 0805 E TIDAL
 AI7015  PID         -  AI7015
 AI7015  STATE/COUNTY-  FL/PUTNAM
 AI7015  USGS QUAD   -  SAN MATEO (1980)
 AI7015
 AI7015                         *CURRENT SURVEY CONTROL
 AI7015  ___________________________________________________________________
 AI7015* NAD 83(1986)-  29 32 02.     (N)    081 33 34.     (W)     SCALED    
 AI7015* NAVD 88     -         0.161  (meters)       0.53   (feet)  ADJUSTED  
 AI7015  ___________________________________________________________________
 AI7015  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AI7015  DYNAMIC HT  -           0.161 (meters)       0.53  (feet)  COMP
 AI7015  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 AI7015
 AI7015  VERT ORDER  -  SECOND    CLASS I
 AI7015
 AI7015.The horizontal coordinates were scaled from a topographic map and have
 AI7015.an estimated accuracy of +/- 6 seconds.
 AI7015
 AI7015.The orthometric height was determined by differential leveling
 AI7015.and adjusted by the National Geodetic Survey in April 2001..
 AI7015.No vertical observational check was made to the station.
 AI7015
 AI7015.The geoid height was determined by GEOID03.
 AI7015
 AI7015.The dynamic height is computed by dividing the NAVD 88
 AI7015.geopotential number by the normal gravity value computed on the
 AI7015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7015.degrees latitude (g = 980.6199 gals.).
 AI7015
 AI7015.The modeled gravity was interpolated from observed gravity values.
 AI7015
 AI7015;                    North         East    Units  Estimated Accuracy
 AI7015;SPC FL E     -   576,330.      145,770.      MT  (+/- 180 meters Scaled)
 AI7015
 AI7015                          SUPERSEDED SURVEY CONTROL
 AI7015
 AI7015.No superseded survey control is available for this station.
 AI7015
 AI7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN457672(NAD 83)
 AI7015_MARKER: DJ = TIDAL STATION DISK
 AI7015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7015_STAMPING: 0805 E 1993
 AI7015_MARK LOGO: NOS   
 AI7015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7015+STABILITY: SURFACE MOTION
 AI7015
 AI7015  HISTORY     - Date     Condition        Report By
 AI7015  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7015
 AI7015                          STATION DESCRIPTION
 AI7015
 AI7015'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7015'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7015'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7015'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7015'SATSUMA, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7015'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7015'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7015'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7015'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7015'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7015'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7015'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7015'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7015'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7015'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7015'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300 FT
 AI7015'(91.4 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 485 FT (147.8 M) WEST
 AI7015'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7015'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7015'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7015'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7015'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7015'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7015'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7015'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7015'LOCATED IN THE SWAMP ALONG THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI
 AI7015'(0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE. THE MARK
 AI7015'IS LOCATED 211.5 FT (64.5 M) NORTH 78 DEGREES WEST OF BENCHMARK 872
 AI7015'0805 D, 8.0 FT (2.4 M) EAST SOUTHEAST OF A 1.8 FT (0.5 M) DIAMETER
 AI7015'TREE WITH THREE VERTICAL BLAZES CUT ON THE NORTHWEST FACE OF THE TREE,
 AI7015'7.5 FT (2.3 M) WEST NORTHWEST OF A 2.2 FT (0.7 M) DIAMETER TREE WITH
 AI7015'THREE VERTICAL BLAZES CUT ON THE NORTHEAST FACE OF THE TREE AND 0.9 FT
 AI7015'(27.4 CM) WEST SOUTHWEST OF A CARSONITE WITNESS POST. NOTE, THIS MARK
 AI7015'WILL BE COVERED WITH WATER AT TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1778 ***********************************************************************
 AQ1778  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1778  DESIGNATION -  872 0832 A TIDAL
 AQ1778  PID         -  AQ1778
 AQ1778  STATE/COUNTY-  FL/PUTNAM
 AQ1778  USGS QUAD   -  WELAKA (1994)
 AQ1778
 AQ1778                         *CURRENT SURVEY CONTROL
 AQ1778  ___________________________________________________________________
 AQ1778* NAD 83(1986)-  29 28 36.     (N)    081 40 32.     (W)     SCALED    
 AQ1778* NAVD 88     -         5.145  (meters)      16.88   (feet)  ADJUSTED  
 AQ1778  ___________________________________________________________________
 AQ1778  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ1778  DYNAMIC HT  -           5.138 (meters)      16.86  (feet)  COMP
 AQ1778  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 AQ1778
 AQ1778  VERT ORDER  -  SECOND    CLASS I
 AQ1778
 AQ1778.The horizontal coordinates were scaled from a topographic map and have
 AQ1778.an estimated accuracy of +/- 6 seconds.
 AQ1778
 AQ1778.The orthometric height was determined by differential leveling
 AQ1778.and adjusted by the National Geodetic Survey in June 1991..
 AQ1778.WARNING-Repeat measurements at this control monument indicate possible
 AQ1778.vertical movement.
 AQ1778
 AQ1778.This Tidal Bench Mark is designated as VM 5260
 AQ1778.by the Center for Operational Oceanographic Products and Services.
 AQ1778
 AQ1778.The geoid height was determined by GEOID03.
 AQ1778
 AQ1778.The dynamic height is computed by dividing the NAVD 88
 AQ1778.geopotential number by the normal gravity value computed on the
 AQ1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1778.degrees latitude (g = 980.6199 gals.).
 AQ1778
 AQ1778.The modeled gravity was interpolated from observed gravity values.
 AQ1778
 AQ1778;                    North         East    Units  Estimated Accuracy
 AQ1778;SPC FL E     -   570,050.      134,480.      MT  (+/- 180 meters Scaled)
 AQ1778
 AQ1778                          SUPERSEDED SURVEY CONTROL
 AQ1778
 AQ1778  NGVD 29 (09/01/92)    5.428  (m)           17.81   (f) ADJUSTED    2 1
 AQ1778
 AQ1778.Superseded values are not recommended for survey control.
 AQ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1778.See file dsdata.txt to determine how the superseded data were derived.
 AQ1778
 AQ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN345609(NAD 83)
 AQ1778_MARKER: DJ = TIDAL STATION DISK
 AQ1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1778_SP_SET: CONCRETE POST
 AQ1778_STAMPING: 0832 A 1978
 AQ1778_MARK LOGO: NOS   
 AQ1778_PROJECTION: FLUSH
 AQ1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1778+STABILITY: SURFACE MOTION
 AQ1778
 AQ1778  HISTORY     - Date     Condition        Report By
 AQ1778  HISTORY     - 1978     MONUMENTED       NOS
 AQ1778  HISTORY     - 1979     GOOD             FLDNR
 AQ1778  HISTORY     - 1985     GOOD             FLDNR
 AQ1778
 AQ1778                          STATION DESCRIPTION
 AQ1778
 AQ1778'DESCRIBED BY FL DEPT OF NAT RES 1979
 AQ1778'WELEKA.
 AQ1778'BEGIN AT THE INTERSECTION OF STATE ROAD 309 AND STATE ROAD 308B IN
 AQ1778'WELAKA, PROCEED WEST ON STATE ROAD 308B (OAK ST.) FOR 0.15 MILE TO
 AQ1778'ITS INTERSECTION WITH FRONT STREET, THENCE 0.3 MILES SOUTH ON FRONT
 AQ1778'STREET TO THE DIRT DRIVE LEADING WEST TO THE FRONT OF MR GREENES
 AQ1778'RESIDENCE. THE MARK IS BEHIND THE HOUSE ABOUT 10 FEET EAST OF HIGH
 AQ1778'GROUND BANK, AND BEARS 47.9 FEET SOUTHEAST OF THE BEGINNING OF THE
 AQ1778'LADDER WHICH LEADS DOWN TO THE DOCK, 54.8 FEET WEST OF THE SOUTHWEST
 AQ1778'CORNER OF THE GREENES RESIDENCE, AND 76.3 FEET NORTHWEST OF THE OFFICE
 AQ1778'AT THE TRAIL BOSS CAMP GROUNDS.
 AQ1778
 AQ1778                          STATION RECOVERY (1985)
 AQ1778
 AQ1778'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1778'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1778'INTERSECTION OF OAK AND FRONT STREETS, GO 0.3 MILE SOUTH ON FRONT
 AQ1778'STREET TO THE GREENES RESIDENCE AND THE MARK.  THE MARK BEARS 54.8
 AQ1778'FEET WEST OF THE SOUTHWEST CORNER OF THE GRENES HOUSE, 76.3 FEET
 AQ1778'NORTHWEST OF THE OFFICE AT THE TRAIL BOSS CAMP GROUNDS, 47.9 FEET
 AQ1778'SOUTHEAST OF A LADDER LEADING TO THE BOAT DOCK, AND 0.5 FOOT WEST OF
 AQ1778'A PROPERTY LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1777 ***********************************************************************
 AQ1777  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1777  DESIGNATION -  872 0832 B TIDAL
 AQ1777  PID         -  AQ1777
 AQ1777  STATE/COUNTY-  FL/PUTNAM
 AQ1777  USGS QUAD   -  WELAKA (1994)
 AQ1777
 AQ1777                         *CURRENT SURVEY CONTROL
 AQ1777  ___________________________________________________________________
 AQ1777* NAD 83(1986)-  29 28 37.     (N)    081 40 29.     (W)     SCALED    
 AQ1777* NAVD 88     -         5.188  (meters)      17.02   (feet)  ADJUSTED  
 AQ1777  ___________________________________________________________________
 AQ1777  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ1777  DYNAMIC HT  -           5.181 (meters)      17.00  (feet)  COMP
 AQ1777  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 AQ1777
 AQ1777  VERT ORDER  -  SECOND    CLASS I
 AQ1777
 AQ1777.The horizontal coordinates were scaled from a topographic map and have
 AQ1777.an estimated accuracy of +/- 6 seconds.
 AQ1777
 AQ1777.The orthometric height was determined by differential leveling
 AQ1777.and adjusted by the National Geodetic Survey in June 1991..
 AQ1777.WARNING-Repeat measurements at this control monument indicate possible
 AQ1777.vertical movement.
 AQ1777
 AQ1777.This Tidal Bench Mark is designated as VM 5261
 AQ1777.by the Center for Operational Oceanographic Products and Services.
 AQ1777
 AQ1777.The geoid height was determined by GEOID03.
 AQ1777
 AQ1777.The dynamic height is computed by dividing the NAVD 88
 AQ1777.geopotential number by the normal gravity value computed on the
 AQ1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1777.degrees latitude (g = 980.6199 gals.).
 AQ1777
 AQ1777.The modeled gravity was interpolated from observed gravity values.
 AQ1777
 AQ1777;                    North         East    Units  Estimated Accuracy
 AQ1777;SPC FL E     -   570,080.      134,560.      MT  (+/- 180 meters Scaled)
 AQ1777
 AQ1777                          SUPERSEDED SURVEY CONTROL
 AQ1777
 AQ1777  NGVD 29 (09/01/92)    5.471  (m)           17.95   (f) ADJUSTED    2 1
 AQ1777
 AQ1777.Superseded values are not recommended for survey control.
 AQ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1777.See file dsdata.txt to determine how the superseded data were derived.
 AQ1777
 AQ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN345610(NAD 83)
 AQ1777_MARKER: DJ = TIDAL STATION DISK
 AQ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1777_SP_SET: CONCRETE POST
 AQ1777_STAMPING: 0832 B 1978
 AQ1777_MARK LOGO: NOS   
 AQ1777_PROJECTION: FLUSH
 AQ1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1777+STABILITY: SURFACE MOTION
 AQ1777
 AQ1777  HISTORY     - Date     Condition        Report By
 AQ1777  HISTORY     - 1978     MONUMENTED       NOS
 AQ1777  HISTORY     - 1979     GOOD             FLDNR
 AQ1777  HISTORY     - 1985     GOOD             FLDNR
 AQ1777
 AQ1777                          STATION DESCRIPTION
 AQ1777
 AQ1777'DESCRIBED BY FL DEPT OF NAT RES 1979
 AQ1777'WELAKA.
 AQ1777'BEGIN AT THE INTERSECTION OF STATE ROAD 309 AND STATE ROAD 308B IN
 AQ1777'WELAKA, PROCEED WEST ON STATE ROAD 308B (OAK ST.) FOR 0.15 MILES TO
 AQ1777'ITS INTERSECTION WITH FRONT STREET. THENCE 0.3 MILES SOUTH ON FRONT
 AQ1777'STREET TO THE DIRT DRIVE LEADING WEST TO THE FRONT OF MR. GREENES
 AQ1777'RESIDENCE. THE MARK BEARS 18.2 FEET SOUTH OF THE CENTERLINE OF THE
 AQ1777'DIRT DRIVE LEADING WEST INTO WOLFES FISH CAMP, 26.4 FEET WEST OF THE
 AQ1777'CENTERLINE OF FRONT STREET, 72.6 FEET SOUTHWEST OF THE CULVERT ON THE
 AQ1777'EAST SIDE OF FRONT STREET, AND 0.15 MILE SOUTH OF INTERSECTION OF OAK
 AQ1777'STREET AND FRONT STREET.
 AQ1777'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 AQ1777
 AQ1777                          STATION RECOVERY (1985)
 AQ1777
 AQ1777'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1777'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1777'INTERSECTION OF OAK AND FRONT STREETS, GO 0.15 MILE SOUTH ON FRONT
 AQ1777'STREET TO THE MARK.  THE MARK BEARS 26.4 FEET WEST OF THE CENTERLINE
 AQ1777'OF FRONT STREET 18.2 FEET SOUTH OF THE CENTERLINE OF THE DIRT DRIVE
 AQ1777'TO WOLFES FISH CAMP, 72.6 FEET SOUTHWEST OF, AND ACROSS FRONT STREET
 AQ1777'FROM A CULVERT AND 1 FOOT SOUTHWEST OF POWER POLE 3-3723-1676-01,
 AQ1777'WITH A WITNESS SIGN ATTACHED.
 AQ1777'THE MARK IS 2 FT ABOVE FRONT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2571 ***********************************************************************
 AQ2571  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2571  DESIGNATION -  872 0832 TIDAL 1
 AQ2571  PID         -  AQ2571
 AQ2571  STATE/COUNTY-  FL/PUTNAM
 AQ2571  USGS QUAD   -  WELAKA (1994)
 AQ2571
 AQ2571                         *CURRENT SURVEY CONTROL
 AQ2571  ___________________________________________________________________
 AQ2571* NAD 83(1986)-  29 28 47.     (N)    081 40 27.     (W)     SCALED    
 AQ2571* NAVD 88     -         6.795  (meters)      22.29   (feet)  ADJUSTED  
 AQ2571  ___________________________________________________________________
 AQ2571  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ2571  DYNAMIC HT  -           6.785 (meters)      22.26  (feet)  COMP
 AQ2571  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AQ2571
 AQ2571  VERT ORDER  -  SECOND    CLASS I
 AQ2571
 AQ2571.The horizontal coordinates were scaled from a topographic map and have
 AQ2571.an estimated accuracy of +/- 6 seconds.
 AQ2571
 AQ2571.The orthometric height was determined by differential leveling
 AQ2571.and adjusted by the National Geodetic Survey in June 1991..
 AQ2571
 AQ2571.This Tidal Bench Mark is designated as VM 5257
 AQ2571.by the Center for Operational Oceanographic Products and Services.
 AQ2571
 AQ2571.The geoid height was determined by GEOID03.
 AQ2571
 AQ2571.The dynamic height is computed by dividing the NAVD 88
 AQ2571.geopotential number by the normal gravity value computed on the
 AQ2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2571.degrees latitude (g = 980.6199 gals.).
 AQ2571
 AQ2571.The modeled gravity was interpolated from observed gravity values.
 AQ2571
 AQ2571;                    North         East    Units  Estimated Accuracy
 AQ2571;SPC FL E     -   570,390.      134,620.      MT  (+/- 180 meters Scaled)
 AQ2571
 AQ2571                          SUPERSEDED SURVEY CONTROL
 AQ2571
 AQ2571  NGVD 29 (09/01/92)    7.078  (m)           23.22   (f) ADJUSTED    2 1
 AQ2571
 AQ2571.Superseded values are not recommended for survey control.
 AQ2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2571.See file dsdata.txt to determine how the superseded data were derived.
 AQ2571
 AQ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN346613(NAD 83)
 AQ2571_MARKER: DB = BENCH MARK DISK
 AQ2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2571_SP_SET: CONCRETE POST
 AQ2571_STAMPING: NO 1 1934
 AQ2571_MARK LOGO: CGS   
 AQ2571_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2571+STABILITY: SURFACE MOTION
 AQ2571
 AQ2571  HISTORY     - Date     Condition        Report By
 AQ2571  HISTORY     - 1934     MONUMENTED       CGS
 AQ2571  HISTORY     - 1985     GOOD             FLDNR
 AQ2571
 AQ2571                          STATION DESCRIPTION
 AQ2571
 AQ2571'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2571'IN WELAKA.
 AQ2571'THE MARK IS AT THE INTERSECTION OF FRONT STREET AND PALMETTO STREET,
 AQ2571'18.6 FEET NORTH OF THE CENTERLINE OF PALMETTO STREET, 41.2 FEET EAST
 AQ2571'OF THE CENTERLINE OF FRONT STREET, AND 0.5 FOOT NORTHWEST OF POWER
 AQ2571'POLE 3-3724-1203-0-6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1748 ***********************************************************************
 AQ1748  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1748  DESIGNATION -  872 0833 A TIDAL
 AQ1748  PID         -  AQ1748
 AQ1748  STATE/COUNTY-  FL/FLAGLER
 AQ1748  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1748
 AQ1748                         *CURRENT SURVEY CONTROL
 AQ1748  ___________________________________________________________________
 AQ1748* NAD 83(1986)-  29 28 43.     (N)    081 08 05.     (W)     SCALED    
 AQ1748* NAVD 88     -         1.333  (meters)       4.37   (feet)  ADJUSTED  
 AQ1748  ___________________________________________________________________
 AQ1748  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ1748  DYNAMIC HT  -           1.331 (meters)       4.37  (feet)  COMP
 AQ1748  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AQ1748
 AQ1748  VERT ORDER  -  FIRST     CLASS II
 AQ1748
 AQ1748.The horizontal coordinates were scaled from a topographic map and have
 AQ1748.an estimated accuracy of +/- 6 seconds.
 AQ1748
 AQ1748.The orthometric height was determined by differential leveling
 AQ1748.and adjusted by the National Geodetic Survey in June 1991..
 AQ1748
 AQ1748.This Tidal Bench Mark is designated as VM 10754
 AQ1748.by the Center for Operational Oceanographic Products and Services.
 AQ1748
 AQ1748.The geoid height was determined by GEOID03.
 AQ1748
 AQ1748.The dynamic height is computed by dividing the NAVD 88
 AQ1748.geopotential number by the normal gravity value computed on the
 AQ1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1748.degrees latitude (g = 980.6199 gals.).
 AQ1748
 AQ1748.The modeled gravity was interpolated from observed gravity values.
 AQ1748
 AQ1748;                    North         East    Units  Estimated Accuracy
 AQ1748;SPC FL E     -   570,080.      186,940.      MT  (+/- 180 meters Scaled)
 AQ1748
 AQ1748                          SUPERSEDED SURVEY CONTROL
 AQ1748
 AQ1748  NGVD 29 (09/01/92)    1.652  (m)            5.42   (f) ADJUSTED    1 2
 AQ1748
 AQ1748.Superseded values are not recommended for survey control.
 AQ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1748.See file dsdata.txt to determine how the superseded data were derived.
 AQ1748
 AQ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN869610(NAD 83)
 AQ1748_MARKER: DJ = TIDAL STATION DISK
 AQ1748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1748_SP_SET: COPPER-CLAD STEEL ROD
 AQ1748_STAMPING: 0833 A 1978
 AQ1748_MARK LOGO: NOS   
 AQ1748_PROJECTION: FLUSH
 AQ1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1748+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 AQ1748_ROD/PIPE-DEPTH: 10.4 meters
 AQ1748
 AQ1748  HISTORY     - Date     Condition        Report By
 AQ1748  HISTORY     - 1978     MONUMENTED       NOS
 AQ1748  HISTORY     - 1978     GOOD             FLDNR
 AQ1748  HISTORY     - 1987     GOOD             FLDNR
 AQ1748  HISTORY     - 1990     GOOD             USPSQD
 AQ1748  HISTORY     - 19910323 GOOD             NGS
 AQ1748  HISTORY     - 20000809 GOOD             FLDEP
 AQ1748
 AQ1748                          STATION DESCRIPTION
 AQ1748
 AQ1748'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1748'FLAGLER BEACH.
 AQ1748'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100.
 AQ1748'PROCEED WEST ON STATE ROAD 100 FOR 0.5 MILES TO LEHIGH AVENUE, THENCE
 AQ1748'NORTHWEST ON LEHIGH AVENUE FOR 0.05 MILES TO THE MARK, WHICH IS
 AQ1748'LOCATED 20 FEET WEST OF CENTERLINE OF LEHIGH AVENUE, 3.05 FEET SOUTH
 AQ1748'OF POWER POLE WITH WITNESS SIGN NAILED TO IT, 4 FEET NORTH NORTHEAST
 AQ1748'OF A STREET SIGN, AND 45 FEET NORTH OF CENTERLINE OF A DIRT DRIVE.
 AQ1748
 AQ1748                          STATION RECOVERY (1987)
 AQ1748
 AQ1748'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1748'RECOVERED AS DESCRIBED.  THE MARK IS 3.0 FT FROM A WITNESS SIGN
 AQ1748'NAILED/POLE.
 AQ1748
 AQ1748                          STATION RECOVERY (1990)
 AQ1748
 AQ1748'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1748'RECOVERED IN GOOD CONDITION.
 AQ1748
 AQ1748                          STATION RECOVERY (1991)
 AQ1748
 AQ1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1748'0.7 KM (0.4 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE JUNCTION OF
 AQ1748'STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN FLAGLER BEACH, THENCE
 AQ1748'0.1 KM (0.1 MI) NORTHERLY ALONG LEHIGH AVENUE, 17.8 M (58.4 FT)
 AQ1748'NORTHWEST OF A FIRE HYDRANT, 10.3 M (33.8 FT) SOUTHEAST OF THE
 AQ1748'SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 6.1 M (20.0 FT) WEST OF AND
 AQ1748'LEVEL WITH THE AVENUE CENTER, 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE
 AQ1748'WITH A GUY CABLE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 AQ1748'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS RECESSED 0.05
 AQ1748'M (0.16 FT) BELOW THE GROUND SURFACE.
 AQ1748
 AQ1748                          STATION RECOVERY (2000)
 AQ1748
 AQ1748'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AQ1748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1747 ***********************************************************************
 AQ1747  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1747  DESIGNATION -  872 0833 B TIDAL
 AQ1747  PID         -  AQ1747
 AQ1747  STATE/COUNTY-  FL/FLAGLER
 AQ1747  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1747
 AQ1747                         *CURRENT SURVEY CONTROL
 AQ1747  ___________________________________________________________________
 AQ1747* NAD 83(1986)-  29 28 43.     (N)    081 08 06.     (W)     SCALED    
 AQ1747* NAVD 88     -         1.560  (meters)       5.12   (feet)  ADJUSTED  
 AQ1747  ___________________________________________________________________
 AQ1747  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ1747  DYNAMIC HT  -           1.558 (meters)       5.11  (feet)  COMP
 AQ1747  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AQ1747
 AQ1747  VERT ORDER  -  FIRST     CLASS II
 AQ1747
 AQ1747.The horizontal coordinates were scaled from a topographic map and have
 AQ1747.an estimated accuracy of +/- 6 seconds.
 AQ1747
 AQ1747.The orthometric height was determined by differential leveling
 AQ1747.and adjusted by the National Geodetic Survey in June 1991..
 AQ1747
 AQ1747.This Tidal Bench Mark is designated as VM 10755
 AQ1747.by the Center for Operational Oceanographic Products and Services.
 AQ1747
 AQ1747.The geoid height was determined by GEOID03.
 AQ1747
 AQ1747.The dynamic height is computed by dividing the NAVD 88
 AQ1747.geopotential number by the normal gravity value computed on the
 AQ1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1747.degrees latitude (g = 980.6199 gals.).
 AQ1747
 AQ1747.The modeled gravity was interpolated from observed gravity values.
 AQ1747
 AQ1747;                    North         East    Units  Estimated Accuracy
 AQ1747;SPC FL E     -   570,080.      186,910.      MT  (+/- 180 meters Scaled)
 AQ1747
 AQ1747                          SUPERSEDED SURVEY CONTROL
 AQ1747
 AQ1747  NGVD 29 (09/01/92)    1.880  (m)            6.17   (f) ADJUSTED    1 2
 AQ1747
 AQ1747.Superseded values are not recommended for survey control.
 AQ1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1747.See file dsdata.txt to determine how the superseded data were derived.
 AQ1747
 AQ1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN869610(NAD 83)
 AQ1747_MARKER: DJ = TIDAL STATION DISK
 AQ1747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1747_SP_SET: COPPER-CLAD STEEL ROD
 AQ1747_STAMPING: 0833 B 1978
 AQ1747_MARK LOGO: NOS   
 AQ1747_PROJECTION: FLUSH
 AQ1747_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1747+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ1747_ROD/PIPE-DEPTH: 9.7  meters
 AQ1747
 AQ1747  HISTORY     - Date     Condition        Report By
 AQ1747  HISTORY     - 1978     MONUMENTED       NOS
 AQ1747  HISTORY     - 1978     GOOD             FLDNR
 AQ1747  HISTORY     - 1987     GOOD             FLDNR
 AQ1747  HISTORY     - 19910323 GOOD             NGS
 AQ1747
 AQ1747                          STATION DESCRIPTION
 AQ1747
 AQ1747'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1747'FLAGLER BEACH.
 AQ1747'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100.
 AQ1747'PROCEED 0.5 MILES WEST ON STATE ROAD 100 TO LEHIGH AVENUE. PROCEED
 AQ1747'0.02 MILES TO SERVICE ROAD THAT RUNS EAST AND WEST ALONG SIDE OF STATE
 AQ1747'ROAD 100. THE MARK BEARS 21 FEET WEST OF THE CENTERLINE OF LEHIGH
 AQ1747'AVENUE, 21 FEET NORTH OF CENTER LINE OF SERVICE ROAD AND 2.6 FEET
 AQ1747'NORTH OF POWER POLE WITH WITNESS SIGN NAILED TO IT.
 AQ1747
 AQ1747                          STATION RECOVERY (1987)
 AQ1747
 AQ1747'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1747'RECOVERED AS DESCRIBED.  THE MARK IS 1.2 E FROM A WHITNESS POST.
 AQ1747
 AQ1747                          STATION RECOVERY (1991)
 AQ1747
 AQ1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1747'0.7 KM (0.4 MI) WESTERLY ALONG STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ1747'FROM THE JUNCTION OF STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN
 AQ1747'FLAGLER BEACH, 24.7 M (81.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.6
 AQ1747'M (21.7 FT) SOUTH OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 6.2
 AQ1747'M (20.3 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF LEHIGH AVENUE,
 AQ1747'0.6 M (2.0 FT) NORTH OF UTILITY LIGHT POLE NUMBER 37123439007, AND
 AQ1747'0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 AQ1747'A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1746 ***********************************************************************
 AQ1746  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1746  DESIGNATION -  872 0833 C TIDAL
 AQ1746  PID         -  AQ1746
 AQ1746  STATE/COUNTY-  FL/FLAGLER
 AQ1746  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ1746
 AQ1746                         *CURRENT SURVEY CONTROL
 AQ1746  ___________________________________________________________________
 AQ1746* NAD 83(1986)-  29 28 42.     (N)    081 08 08.     (W)     SCALED    
 AQ1746* NAVD 88     -         2.699  (meters)       8.86   (feet)  ADJUSTED  
 AQ1746  ___________________________________________________________________
 AQ1746  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AQ1746  DYNAMIC HT  -           2.695 (meters)       8.84  (feet)  COMP
 AQ1746  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AQ1746
 AQ1746  VERT ORDER  -  SECOND    CLASS I
 AQ1746
 AQ1746.The horizontal coordinates were scaled from a topographic map and have
 AQ1746.an estimated accuracy of +/- 6 seconds.
 AQ1746
 AQ1746.The orthometric height was determined by differential leveling
 AQ1746.and adjusted by the National Geodetic Survey in April 2002..
 AQ1746
 AQ1746.This Tidal Bench Mark is designated as VM 10756
 AQ1746.by the Center for Operational Oceanographic Products and Services.
 AQ1746
 AQ1746.The geoid height was determined by GEOID03.
 AQ1746
 AQ1746.The dynamic height is computed by dividing the NAVD 88
 AQ1746.geopotential number by the normal gravity value computed on the
 AQ1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1746.degrees latitude (g = 980.6199 gals.).
 AQ1746
 AQ1746.The modeled gravity was interpolated from observed gravity values.
 AQ1746
 AQ1746;                    North         East    Units  Estimated Accuracy
 AQ1746;SPC FL E     -   570,050.      186,850.      MT  (+/- 180 meters Scaled)
 AQ1746
 AQ1746                          SUPERSEDED SURVEY CONTROL
 AQ1746
 AQ1746  NAVD 88 (06/15/91)    2.707  (m)            8.88   (f) UNKNOWN     2 1
 AQ1746  NGVD 29 (09/01/92)    3.027  (m)            9.93   (f) ADJUSTED    2 1
 AQ1746
 AQ1746.Superseded values are not recommended for survey control.
 AQ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1746.See file dsdata.txt to determine how the superseded data were derived.
 AQ1746
 AQ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868609(NAD 83)
 AQ1746_MARKER: DJ = TIDAL STATION DISK
 AQ1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1746_SP_SET: CONCRETE POST
 AQ1746_STAMPING: 0833 C 1978
 AQ1746_MARK LOGO: NOS   
 AQ1746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1746+STABILITY: SURFACE MOTION
 AQ1746
 AQ1746  HISTORY     - Date     Condition        Report By
 AQ1746  HISTORY     - 1978     MONUMENTED       NOS
 AQ1746  HISTORY     - 1978     GOOD             FLDNR
 AQ1746  HISTORY     - 1987     GOOD             FLDNR
 AQ1746  HISTORY     - 1990     GOOD             USPSQD
 AQ1746
 AQ1746                          STATION DESCRIPTION
 AQ1746
 AQ1746'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1746'FLAGLER BEACH.
 AQ1746'BEGIN AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 100,
 AQ1746'PROCEED WEST 5.5 MILES ALONG STATE ROAD 100 TO THE MARK ON THE RIGHT,
 AQ1746'WHICH BEARS 30.35 FEET NORTH OF CENTERLINE OF STATE ROAD 100, 5 FEET
 AQ1746'WEST OF THE EAST END OF A GUARDRAIL, 1.1 FEET NORTH OF GUARDRAIL EDGE,
 AQ1746'AND 160 FEET EAST OF THE NORTHEAST END OF A BRIDGE.
 AQ1746
 AQ1746                          STATION RECOVERY (1987)
 AQ1746
 AQ1746'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1746'THE MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE
 AQ1746'MARK IS AT THE EAST END OF THE GUARDRAIL, BEARS 345 FEET EAST OF THE
 AQ1746'STATE ROAD 100 BRIDGE OVER THE INTRACOASTAL WATERWAY, AND 3.3 FEET
 AQ1746'WEST OF REFLECTOR POST.  THE MARK RECESSES 0.2 FOOT BELOW GROUND.
 AQ1746
 AQ1746                          STATION RECOVERY (1990)
 AQ1746
 AQ1746'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6985 ***********************************************************************
 AI6985  TIDAL BM    -  This is a Tidal Bench Mark.
 AI6985  DESIGNATION -  872 0855 A TIDAL
 AI6985  PID         -  AI6985
 AI6985  STATE/COUNTY-  FL/PUTNAM
 AI6985  USGS QUAD   -  CRESCENT CITY (1994)
 AI6985
 AI6985                         *CURRENT SURVEY CONTROL
 AI6985  ___________________________________________________________________
 AI6985* NAD 83(1986)-  29 25 49.     (N)    081 30 22.     (W)     SCALED    
 AI6985* NAVD 88     -         1.081  (meters)       3.55   (feet)  ADJUSTED  
 AI6985  ___________________________________________________________________
 AI6985  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI6985  DYNAMIC HT  -           1.080 (meters)       3.54  (feet)  COMP
 AI6985  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AI6985
 AI6985  VERT ORDER  -  SECOND    CLASS I
 AI6985
 AI6985.The horizontal coordinates were scaled from a topographic map and have
 AI6985.an estimated accuracy of +/- 6 seconds.
 AI6985
 AI6985.The orthometric height was determined by differential leveling
 AI6985.and adjusted by the National Geodetic Survey in April 2001..
 AI6985.No vertical observational check was made to the station.
 AI6985.WARNING-Repeat measurements at this control monument indicate possible
 AI6985.vertical movement.
 AI6985
 AI6985.This Tidal Bench Mark is designated as VM 13548
 AI6985.by the Center for Operational Oceanographic Products and Services.
 AI6985
 AI6985.The geoid height was determined by GEOID03.
 AI6985
 AI6985.The dynamic height is computed by dividing the NAVD 88
 AI6985.geopotential number by the normal gravity value computed on the
 AI6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6985.degrees latitude (g = 980.6199 gals.).
 AI6985
 AI6985.The modeled gravity was interpolated from observed gravity values.
 AI6985
 AI6985;                    North         East    Units  Estimated Accuracy
 AI6985;SPC FL E     -   564,830.      150,890.      MT  (+/- 180 meters Scaled)
 AI6985
 AI6985                          SUPERSEDED SURVEY CONTROL
 AI6985
 AI6985.No superseded survey control is available for this station.
 AI6985
 AI6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN509557(NAD 83)
 AI6985_MARKER: DD = SURVEY DISK
 AI6985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6985_STAMPING: 0855 A 1993
 AI6985_MARK LOGO: FLDEP 
 AI6985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6985+STABILITY: SURFACE MOTION
 AI6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6985+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 AI6985
 AI6985  HISTORY     - Date     Condition        Report By
 AI6985  HISTORY     - 1993     MONUMENTED       FLDEP
 AI6985  HISTORY     - 19980210 GOOD             FLDEP
 AI6985  HISTORY     - 20010511 GOOD             FLDEP
 AI6985
 AI6985                          STATION DESCRIPTION
 AI6985
 AI6985'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6985'THE MARK IS LOCATED AT CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6985'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6985'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6985'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6985'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF US HIGHWAY 17
 AI6985'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6985'0.25 MI (0.40 KM) TO THE DEAD END, PUBLIC BOAT RAMP AND THE MARK.
 AI6985'LOCATED 5.4 FT (1.6 M) NORTH OF THE SOUTH HEADWALL, 25.0 FT (7.6 M)
 AI6985'SOUTH OF THE NORTH HEADWALL, 61.0 FT (18.6 M) SOUTHEAST OF THE MOST
 AI6985'WESTERLY CONCRETE LIGHT POLE WITH TWO LIGHTS, NO.  34720 814106, 79.0
 AI6985'FT (24.1 M) WEST OF THE EAST END OF THE HEADWALL, 41.5 FT (12.6 M)
 AI6985'SOUTHEAST OF THE MOST EASTERLY LIGHT POLE NO.  34720 824101.  MARK IS
 AI6985'LEVEL WITH THE GROUND, SET IN THE TOP OF A ROUND CONCRETE MONUMENT.
 AI6985
 AI6985                          STATION RECOVERY (1998)
 AI6985
 AI6985'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AI6985'THE MARK IS IN CRESCENT CITY, AT THE DEAD END OF CENTRAL AVENUE, IN
 AI6985'SECTION 30, TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM
 AI6985'THE JUNCTION OF U.S. HIGHWAY 17 AND COUNTY ROAD 308 ON THE NORTH SIDE
 AI6985'OF CRESENT CITY, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.5 MI (0.8 KM) TO
 AI6985'THE INTERSECTION OF CENTRAL AVENUE, TURN LEFT ON CENTRAL AVENUE AND GO
 AI6985'EAST FOR 0.25 MI (0.40 KM) TO THE DEAD END AT THE BOAT RAMP AND THE
 AI6985'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AI6985'WITH THE GROUND. LOCATED 79.0 FT (24.1 M) WEST OF THE SOUTHEAST END OF
 AI6985'THE SEAWALL, 61.0 FT (18.6 M) SOUTHEAST OF A CONCRETE LIGHT POLE
 AI6985'NUMBER 34720 814106 WITH TWO LIGHTS ATTACHED, 41.5 FT (12.6 M)
 AI6985'SOUTHEAST OF A CONCRETE LIGHT POLE NUMBER 34720 824101 AND 25.0 FT
 AI6985'(7.6 M) SOUTH OF THE NORTH SEAWALL.
 AI6985
 AI6985                          STATION RECOVERY (2001)
 AI6985
 AI6985'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6985'RECOVERED AS DESCRIBED.
 AI6985'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6987 ***********************************************************************
 AI6987  DESIGNATION -  872 0855 TIDAL 1
 AI6987  PID         -  AI6987
 AI6987  STATE/COUNTY-  FL/PUTNAM
 AI6987  USGS QUAD   -  CRESCENT CITY (1994)
 AI6987
 AI6987                         *CURRENT SURVEY CONTROL
 AI6987  ___________________________________________________________________
 AI6987* NAD 83(1986)-  29 25 49.     (N)    081 30 33.     (W)     SCALED    
 AI6987* NAVD 88     -        13.935  (meters)      45.72   (feet)  ADJUSTED  
 AI6987  ___________________________________________________________________
 AI6987  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI6987  DYNAMIC HT  -          13.916 (meters)      45.66  (feet)  COMP
 AI6987  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AI6987
 AI6987  VERT ORDER  -  SECOND    CLASS I
 AI6987
 AI6987.The horizontal coordinates were scaled from a topographic map and have
 AI6987.an estimated accuracy of +/- 6 seconds.
 AI6987
 AI6987.The orthometric height was determined by differential leveling
 AI6987.and adjusted by the National Geodetic Survey in April 2001..
 AI6987.No vertical observational check was made to the station.
 AI6987
 AI6987.The geoid height was determined by GEOID03.
 AI6987
 AI6987.The dynamic height is computed by dividing the NAVD 88
 AI6987.geopotential number by the normal gravity value computed on the
 AI6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6987.degrees latitude (g = 980.6199 gals.).
 AI6987
 AI6987.The modeled gravity was interpolated from observed gravity values.
 AI6987
 AI6987;                    North         East    Units  Estimated Accuracy
 AI6987;SPC FL E     -   564,830.      150,600.      MT  (+/- 180 meters Scaled)
 AI6987
 AI6987                          SUPERSEDED SURVEY CONTROL
 AI6987
 AI6987.No superseded survey control is available for this station.
 AI6987
 AI6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN506557(NAD 83)
 AI6987_MARKER: W = UNMONUMENTED
 AI6987_SETTING: 0 = UNSPECIFIED SETTING
 AI6987_MARK LOGO: NONE  
 AI6987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6987+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1993
 AI6987
 AI6987  HISTORY     - Date     Condition        Report By
 AI6987  HISTORY     - 1934     MONUMENTED       FLDEP
 AI6987  HISTORY     - 19931211 GOOD             FLDEP
 AI6987
 AI6987                          STATION DESCRIPTION
 AI6987
 AI6987'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6987'THE MARK IS LOCATED IN CRESCENT CITY, ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6987'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND, IN PUTNAM COUNTY,
 AI6987'SECTION 30 TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM
 AI6987'THE POST OFFICE IN CRESCENT CITY.  GO SOUTH ON U.S. HIGHWAY 17 (SUMMIT
 AI6987'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6987'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST 0.1
 AI6987'MI (0.2 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PROSPECT STREET
 AI6987'AND THE MARK ON THE LEFT. LOCATED 36.7 FT (11.2 M) NORTH OF CENTERLINE
 AI6987'OF CENTRAL AVENUE, 36.3 FT (11.1 M) EAST OF CENTERLINE OF PROSPECT
 AI6987'STREET AND IN THE SOUTHEAST CORNER OF THE COLUMN OF A BUILDING.  9.0
 AI6987'FT (2.7 M) SOUTH OF THE SOUTHWEST CORNER OF THE PRESENTLY NAMED (SWEET
 AI6987'TOOTH CAFE). 28.1 FT (8.6 M) WEST OF THE SOUTHEAST CORNER OF THE
 AI6987'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6990 ***********************************************************************
 AI6990  DESIGNATION -  872 0855 TIDAL 3
 AI6990  PID         -  AI6990
 AI6990  STATE/COUNTY-  FL/PUTNAM
 AI6990  USGS QUAD   -  CRESCENT CITY (1994)
 AI6990
 AI6990                         *CURRENT SURVEY CONTROL
 AI6990  ___________________________________________________________________
 AI6990* NAD 83(1986)-  29 25 43.     (N)    081 30 27.     (W)     SCALED    
 AI6990* NAVD 88     -         5.708  (meters)      18.73   (feet)  ADJUSTED  
 AI6990  ___________________________________________________________________
 AI6990  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI6990  DYNAMIC HT  -           5.700 (meters)      18.70  (feet)  COMP
 AI6990  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AI6990
 AI6990  VERT ORDER  -  SECOND    CLASS I
 AI6990
 AI6990.The horizontal coordinates were scaled from a topographic map and have
 AI6990.an estimated accuracy of +/- 6 seconds.
 AI6990
 AI6990.The orthometric height was determined by differential leveling
 AI6990.and adjusted by the National Geodetic Survey in April 2001..
 AI6990
 AI6990.The geoid height was determined by GEOID03.
 AI6990
 AI6990.The dynamic height is computed by dividing the NAVD 88
 AI6990.geopotential number by the normal gravity value computed on the
 AI6990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6990.degrees latitude (g = 980.6199 gals.).
 AI6990
 AI6990.The modeled gravity was interpolated from observed gravity values.
 AI6990
 AI6990;                    North         East    Units  Estimated Accuracy
 AI6990;SPC FL E     -   564,640.      150,760.      MT  (+/- 180 meters Scaled)
 AI6990
 AI6990                          SUPERSEDED SURVEY CONTROL
 AI6990
 AI6990.No superseded survey control is available for this station.
 AI6990
 AI6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN507555(NAD 83)
 AI6990_MARKER: DB = BENCH MARK DISK
 AI6990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6990_STAMPING: NO 3 1937
 AI6990_MARK LOGO: USGS  
 AI6990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6990+STABILITY: SURFACE MOTION
 AI6990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6990+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 AI6990
 AI6990  HISTORY     - Date     Condition        Report By
 AI6990  HISTORY     - 1937     MONUMENTED       USGS
 AI6990  HISTORY     - 19931211 GOOD             FLDEP
 AI6990  HISTORY     - 20010511 GOOD             FLDEP
 AI6990
 AI6990                          STATION DESCRIPTION
 AI6990
 AI6990'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6990'THE MARK IS LOCATED IN CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6990'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6990'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6990'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6990'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6990'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6990'0.15 MI (0.24 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PARK
 AI6990'STREET.  TURN RIGHT ON PARK STREET AND GO SOUTH FOR 0.1 MI (0.2 KM) TO
 AI6990'THE INTERSECTION OF PARK STREET AND CYPRESS AVENUE, TURN LEFT ON
 AI6990'CYPRESS AVENUE, GO 0.05 MI (0.08 KM) EAST TO THE MARK ON THE RIGHT.
 AI6990'LOCATED UNDER THE CRESCENT CITY WATER TANK,IN LINE WITH AND HALFWAY
 AI6990'BETWEEN THE TWO MOST SOUTHERN LEGS OF THE WATER TANK.  105.0 FT (32.0
 AI6990'M) SOUTHWEST OF THE INTERSECTION OF LAKE STREET AND CYPRESS AVENUE,
 AI6990'73.0 FT (22.3 M) SOUTH OF THE CENTERLINE OF CYPRESS AVENUE.
 AI6990
 AI6990                          STATION RECOVERY (2001)
 AI6990
 AI6990'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6990'RECOVERED AS DESCRIBED.
 AI6990'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6989 ***********************************************************************
 AI6989  DESIGNATION -  872 0855 TIDAL 4
 AI6989  PID         -  AI6989
 AI6989  STATE/COUNTY-  FL/PUTNAM
 AI6989  USGS QUAD   -  CRESCENT CITY (1994)
 AI6989
 AI6989                         *CURRENT SURVEY CONTROL
 AI6989  ___________________________________________________________________
 AI6989* NAD 83(1986)-  29 25 43.     (N)    081 30 26.     (W)     SCALED    
 AI6989* NAVD 88     -         1.619  (meters)       5.31   (feet)  ADJUSTED  
 AI6989  ___________________________________________________________________
 AI6989  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI6989  DYNAMIC HT  -           1.617 (meters)       5.31  (feet)  COMP
 AI6989  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AI6989
 AI6989  VERT ORDER  -  SECOND    CLASS I
 AI6989
 AI6989.The horizontal coordinates were scaled from a topographic map and have
 AI6989.an estimated accuracy of +/- 6 seconds.
 AI6989
 AI6989.The orthometric height was determined by differential leveling
 AI6989.and adjusted by the National Geodetic Survey in April 2001..
 AI6989
 AI6989.The geoid height was determined by GEOID03.
 AI6989
 AI6989.The dynamic height is computed by dividing the NAVD 88
 AI6989.geopotential number by the normal gravity value computed on the
 AI6989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6989.degrees latitude (g = 980.6199 gals.).
 AI6989
 AI6989.The modeled gravity was interpolated from observed gravity values.
 AI6989
 AI6989;                    North         East    Units  Estimated Accuracy
 AI6989;SPC FL E     -   564,640.      150,790.      MT  (+/- 180 meters Scaled)
 AI6989
 AI6989                          SUPERSEDED SURVEY CONTROL
 AI6989
 AI6989.No superseded survey control is available for this station.
 AI6989
 AI6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN508555(NAD 83)
 AI6989_MARKER: DD = SURVEY DISK
 AI6989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6989_STAMPING: NO 4 1952
 AI6989_MARK LOGO: USGS  
 AI6989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6989+STABILITY: SURFACE MOTION
 AI6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6989+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 AI6989
 AI6989  HISTORY     - Date     Condition        Report By
 AI6989  HISTORY     - 1952     MONUMENTED       USGS
 AI6989  HISTORY     - 19931211 GOOD             FLDEP
 AI6989  HISTORY     - 20010511 GOOD             FLDEP
 AI6989
 AI6989                          STATION DESCRIPTION
 AI6989
 AI6989'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6989'THE MARK IS LOCATED IN CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6989'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6989'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6989'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6989'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6989'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6989'0.15 MI (0.24 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PARK
 AI6989'STREET.  TURN RIGHT ON PARK STREET AND GO SOUTH FOR 0.1 MI (0.2 KM) TO
 AI6989'THE INTERSECTION OF PARK STREET AND CYPRESS AVENUE, TURN LEFT ON
 AI6989'CYPRESS AVENUE, GO 0.05 MI (0.08 KM) EAST TO THE MARK ON THE RIGHT.
 AI6989'LOCATED AT THE CRESCENT CITY WATER WORKS,IN THE CONCRETE BASE OF AN
 AI6989'OLD WATER WHEEL.  ( THE WATER WHEEL HAS BEEN REMOVED).  137.0 FT (41.8
 AI6989'M) SOUTHEAST OF THE INTERSECTION OF CYPRESS AVENUE AND LAKE STREET.
 AI6989'10.0 FT (3.0 M) SOUTH OF THE SOUTHWEST CORNER OF AN OLD STONE
 AI6989'BUILDING, APPROXIMATELY, 100.0 FT (30.5 M) EAST OF THE WATER TANK.
 AI6989
 AI6989                          STATION RECOVERY (2001)
 AI6989
 AI6989'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6989'RECOVERED AS DESCRIBED.
 AI6989'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6988 ***********************************************************************
 AI6988  TIDAL BM    -  This is a Tidal Bench Mark.
 AI6988  DESIGNATION -  872 0855 TIDAL 5 A
 AI6988  PID         -  AI6988
 AI6988  STATE/COUNTY-  FL/PUTNAM
 AI6988  USGS QUAD   -  CRESCENT CITY (1994)
 AI6988
 AI6988                         *CURRENT SURVEY CONTROL
 AI6988  ___________________________________________________________________
 AI6988* NAD 83(1986)-  29 25 48.     (N)    081 30 28.     (W)     SCALED    
 AI6988* NAVD 88     -         9.410  (meters)      30.87   (feet)  ADJUSTED  
 AI6988  ___________________________________________________________________
 AI6988  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI6988  DYNAMIC HT  -           9.397 (meters)      30.83  (feet)  COMP
 AI6988  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AI6988
 AI6988  VERT ORDER  -  SECOND    CLASS I
 AI6988
 AI6988.The horizontal coordinates were scaled from a topographic map and have
 AI6988.an estimated accuracy of +/- 6 seconds.
 AI6988
 AI6988.The orthometric height was determined by differential leveling
 AI6988.and adjusted by the National Geodetic Survey in April 2001..
 AI6988
 AI6988.This Tidal Bench Mark is designated as VM 5262
 AI6988.by the Center for Operational Oceanographic Products and Services.
 AI6988
 AI6988.The geoid height was determined by GEOID03.
 AI6988
 AI6988.The dynamic height is computed by dividing the NAVD 88
 AI6988.geopotential number by the normal gravity value computed on the
 AI6988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6988.degrees latitude (g = 980.6199 gals.).
 AI6988
 AI6988.The modeled gravity was interpolated from observed gravity values.
 AI6988
 AI6988;                    North         East    Units  Estimated Accuracy
 AI6988;SPC FL E     -   564,800.      150,730.      MT  (+/- 180 meters Scaled)
 AI6988
 AI6988                          SUPERSEDED SURVEY CONTROL
 AI6988
 AI6988.No superseded survey control is available for this station.
 AI6988
 AI6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN507557(NAD 83)
 AI6988_MARKER: DJ = TIDAL STATION DISK
 AI6988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6988_STAMPING: 5A AMC 1979
 AI6988_MARK LOGO: NOS   
 AI6988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6988+STABILITY: SURFACE MOTION
 AI6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6988+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 AI6988
 AI6988  HISTORY     - Date     Condition        Report By
 AI6988  HISTORY     - 1979     MONUMENTED       NOS
 AI6988  HISTORY     - 19931211 GOOD             FLDEP
 AI6988  HISTORY     - 19980210 GOOD             FLDEP
 AI6988  HISTORY     - 20010511 GOOD             FLDEP
 AI6988
 AI6988                          STATION DESCRIPTION
 AI6988
 AI6988'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6988'THE MARK IS LOCATED IN CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6988'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6988'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6988'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6988'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6988'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6988'0.1 MI (0.2 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PARK STREET
 AI6988'AND THE MARK ON THE RIGHT. LOCATED IN A CONCRETE MONUMENT AT THE
 AI6988'SOUTHEAST CORNER OF THE INTERSECTION OF CENTRAL AVENUE AND PARK
 AI6988'STREET, 13.8 FT (4.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AI6988'BUILDING.  4.8 FT (1.5 M) SOUTHEAST OF A UTILITY POLE, 3.0 FT (0.9 M)
 AI6988'NORTH OF THE EDGE OF THE SIDEWALK, 3.0 FT (0.9 M) WEST OF THE EDGE OF
 AI6988'THE SIDEWALK AND 0.3 FT (9.1 CM) ABOVE THE LEVEL OF GROUND.
 AI6988
 AI6988                          STATION RECOVERY (1998)
 AI6988
 AI6988'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AI6988'THE MARK IS IN CRESCENT CITY, AT THE INTERSECTION OF CENTRAL AVENUE
 AI6988'AND PARK STREET, IN SECTION 30, TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO
 AI6988'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND COUNTY ROAD
 AI6988'308 ON THE NORTH SIDE OF CRESENT CITY, GO SOUTH ON U.S. HIGHWAY 17 FOR
 AI6988'0.5 MI (0.8 KM) TO THE INTERSECTION OF CENTRAL AVENUE, TURN LEFT ON
 AI6988'CENTRAL AVENUE AND GO EAST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION
 AI6988'OF PARK STREET AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AI6988'CONCRETE MONUMENT PROJECTION 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE
 AI6988'GROUND. LOCATED 13.8 FT (4.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AI6988'BUILDING, 4.8 FT (1.5 M) SOUTHEAST OF A UTILITY POLE, 3.0 FT (0.9 M)
 AI6988'NORTH OF THE EDGE OF THE SIDEWALK AND 3.0 FT (0.9 M) WEST OF THE EDGE
 AI6988'OF THE SIDEWALK.
 AI6988
 AI6988                          STATION RECOVERY (2001)
 AI6988
 AI6988'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6988'RECOVERED AS DESCRIBED.
 AI6988'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI6996 ***********************************************************************
 AI6996  DESIGNATION -  872 0855 TIDE GAGE
 AI6996  PID         -  AI6996
 AI6996  STATE/COUNTY-  FL/PUTNAM
 AI6996  USGS QUAD   -  CRESCENT CITY (1994)
 AI6996
 AI6996                         *CURRENT SURVEY CONTROL
 AI6996  ___________________________________________________________________
 AI6996* NAD 83(1986)-  29 25 49.     (N)    081 30 22.     (W)     SCALED    
 AI6996* NAVD 88     -         3.006  (meters)       9.86   (feet)  ADJUSTED  
 AI6996  ___________________________________________________________________
 AI6996  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI6996  DYNAMIC HT  -           3.002 (meters)       9.85  (feet)  COMP
 AI6996  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AI6996
 AI6996  VERT ORDER  -  SECOND    CLASS I
 AI6996
 AI6996.The horizontal coordinates were scaled from a topographic map and have
 AI6996.an estimated accuracy of +/- 6 seconds.
 AI6996
 AI6996.The orthometric height was determined by differential leveling
 AI6996.and adjusted by the National Geodetic Survey in April 2001..
 AI6996.No vertical observational check was made to the station.
 AI6996
 AI6996.The geoid height was determined by GEOID03.
 AI6996
 AI6996.The dynamic height is computed by dividing the NAVD 88
 AI6996.geopotential number by the normal gravity value computed on the
 AI6996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6996.degrees latitude (g = 980.6199 gals.).
 AI6996
 AI6996.The modeled gravity was interpolated from observed gravity values.
 AI6996
 AI6996;                    North         East    Units  Estimated Accuracy
 AI6996;SPC FL E     -   564,830.      150,890.      MT  (+/- 180 meters Scaled)
 AI6996
 AI6996                          SUPERSEDED SURVEY CONTROL
 AI6996
 AI6996.No superseded survey control is available for this station.
 AI6996
 AI6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN509557(NAD 83)
 AI6996_MARKER: Z = SEE DESCRIPTION
 AI6996_SETTING: 0 = UNSPECIFIED SETTING
 AI6996_MARK LOGO: NONE  
 AI6996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6996
 AI6996  HISTORY     - Date     Condition        Report By
 AI6996  HISTORY     - 1993     MONUMENTED       FLDEP
 AI6996
 AI6996                          STATION DESCRIPTION
 AI6996
 AI6996'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6996'THE GAGE IS LOCATED AT CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6996'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND, IN SECTION 30 TOWNSHIP
 AI6996'12 SOUTH, RANGE 27 EAST. TO REACH THE GAGE FROM THE POST OFFICE IN
 AI6996'CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT STREET) FOR
 AI6996'0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH AND
 AI6996'CENTRAL AVENUE, TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR 0.25 MI
 AI6996'(0.40 KM) TO THE DEAD END, AT THE PUBLIC BOAT RAMP AND THE GAGE.
 AI6996'LOCATED NEAR THE NORTH WEST CORNER OF THE WOODEN PIER THAT MEASURES 62
 AI6996'FT (18.9 M) NORTH AND SOUTH AND 20 FT (6.1 M) EAST AND WEST, THE GAGE
 AI6996'IS 43.5 FT (13.3 M) EAST NORTHEAST OF OF THE EASTERMOST LIGHT POLE ON
 AI6996'THE EARTHEN PIER PROJECTION INTO CRESCENT LAKE, 9.5 FT (2.9 M) SOUTH
 AI6996'OF THE NORTH END OF THE WOODEN PIER, AND 8.5 FT (2.6 M) NORTH OF THE
 AI6996'NORTHEAST OF A CONCRETE HEAD WALL. NOTE THE GAGE WAS TEMPOARY AND HAS
 AI6996'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1536 ***********************************************************************
 AQ1536  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1536  DESIGNATION -  872 0877 TIDAL 3
 AQ1536  PID         -  AQ1536
 AQ1536  STATE/COUNTY-  FL/PUTNAM
 AQ1536  USGS QUAD   -  WELAKA (1994)
 AQ1536
 AQ1536                         *CURRENT SURVEY CONTROL
 AQ1536  ___________________________________________________________________
 AQ1536* NAD 83(1999)-  29 23 19.12199(N)    081 38 24.73029(W)     ADJUSTED  
 AQ1536* NAVD 88     -         3.949  (meters)      12.96   (feet)  ADJUSTED  
 AQ1536  ___________________________________________________________________
 AQ1536  X           -     808,624.436 (meters)                     COMP
 AQ1536  Y           -  -5,502,708.658 (meters)                     COMP
 AQ1536  Z           -   3,111,494.079 (meters)                     COMP
 AQ1536  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AQ1536  ELLIP HEIGHT-         -24.47  (meters)          (06/19/01) GPS OBS
 AQ1536  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AQ1536  DYNAMIC HT  -           3.943 (meters)      12.94  (feet)  COMP
 AQ1536  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AQ1536
 AQ1536  HORZ ORDER  -  FIRST
 AQ1536  VERT ORDER  -  SECOND    CLASS I
 AQ1536  ELLP ORDER  -  FOURTH    CLASS I
 AQ1536
 AQ1536.The horizontal coordinates were established by GPS observations
 AQ1536.and adjusted by the National Geodetic Survey in June 2001..
 AQ1536
 AQ1536.The orthometric height was determined by differential leveling
 AQ1536.and adjusted by the National Geodetic Survey in June 1991..
 AQ1536
 AQ1536.This Tidal Bench Mark is designated as VM 10759
 AQ1536.by the Center for Operational Oceanographic Products and Services.
 AQ1536
 AQ1536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1536
 AQ1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ1536
 AQ1536.The ellipsoidal height was determined by GPS observations
 AQ1536.and is referenced to NAD 83.
 AQ1536
 AQ1536.The geoid height was determined by GEOID03.
 AQ1536
 AQ1536.The dynamic height is computed by dividing the NAVD 88
 AQ1536.geopotential number by the normal gravity value computed on the
 AQ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1536.degrees latitude (g = 980.6199 gals.).
 AQ1536
 AQ1536.The modeled gravity was interpolated from observed gravity values.
 AQ1536
 AQ1536;                    North         East     Units Scale Factor Converg.
 AQ1536;SPC FL E     -   560,274.902   137,857.091   MT  0.99998881   -0 18 51.0
 AQ1536;SPC FL E     - 1,838,168.57    452,286.14   sFT  0.99998881   -0 18 51.0
 AQ1536;UTM  17      - 3,251,215.719   437,878.294   MT  0.99964762   -0 18 51.0
 AQ1536
 AQ1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1536!SPC FL E     -   1.00000384  x   0.99998881  =   0.99999265
 AQ1536!UTM  17      -   1.00000384  x   0.99964762  =   0.99965146
 AQ1536
 AQ1536                          SUPERSEDED SURVEY CONTROL
 AQ1536
 AQ1536  NAD 83(1990)-  29 23 19.12004(N)    081 38 24.73022(W) AD(       ) 1
 AQ1536  ELLIP H (09/22/95)  -24.43   (m)                       GP(       ) 3 2
 AQ1536  NAVD 88 (09/22/95)    3.95   (m)           13.0    (f) LEVELING    3  
 AQ1536  NGVD 29 (09/01/92)    4.235  (m)           13.89   (f) ADJUSTED    2 1
 AQ1536
 AQ1536.Superseded values are not recommended for survey control.
 AQ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1536.See file dsdata.txt to determine how the superseded data were derived.
 AQ1536
 AQ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3787851216(NAD 83)
 AQ1536_MARKER: DB = BENCH MARK DISK
 AQ1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ1536_STAMPING: NO 3 1934
 AQ1536_MARK LOGO: CGS   
 AQ1536_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1536+STABILITY: SURFACE MOTION
 AQ1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1536+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AQ1536
 AQ1536  HISTORY     - Date     Condition        Report By
 AQ1536  HISTORY     - 1934     MONUMENTED       CGS
 AQ1536  HISTORY     - 1975     GOOD             FLDNR
 AQ1536  HISTORY     - 1985     GOOD             FLDNR
 AQ1536  HISTORY     - 19931212 GOOD             FLDEP
 AQ1536  HISTORY     - 19950227 GOOD             KEISCH
 AQ1536  HISTORY     - 20020808 GOOD             FLDEP
 AQ1536
 AQ1536                          STATION DESCRIPTION
 AQ1536
 AQ1536'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1536'AT GEORGETOWN.
 AQ1536'BENCH MARK 3 (1934) IS A STANDARD DISK, STAMPED NO 3 1934, SET
 AQ1536'IN TOP OF CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND,
 AQ1536'ABOUT 40 FEET NORTHWEST OF CENTER LINE OF HIGHWAY LEADING TO
 AQ1536'RIVER AND DOCK, ABOUT 475 FEET ALONG HIGHWAY FROM HIGH WATER
 AQ1536'LINE OF RIVER, AND IN FRONT YARD OF DWELLING HOUSE.  THE MARK
 AQ1536'IS APPROXIMATELY 800 FEET SSW OF THE GEORGETOWN POST OFFICE.
 AQ1536
 AQ1536                          STATION RECOVERY (1985)
 AQ1536
 AQ1536'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1536'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AQ1536'0.15 MILE SOUTHWEST OF THE JUNCTION OF COUNTY ROAD C-309 (LEADING
 AQ1536'SOUTHEAST) WITH THE GEORGETOWN CUTOFF ROAD, ABOUT 475 FEET NORTHEAST
 AQ1536'ALONG THE GEORGETOWN CUTOFF ROAD FROM THE ST. JOHNS RIVER, 30 FEET
 AQ1536'NORTHWEST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTHEAST OF A POWER
 AQ1536'POLE WITH A TRANSFORMER, 7 FEET SOUTH OF A 20-INCH DIAMETER PINE
 AQ1536'TREE, AND 1 FOOT SOUTHEAST OF A WITNESS POST.
 AQ1536
 AQ1536                          STATION RECOVERY (1993)
 AQ1536
 AQ1536'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1536'THE MARK IS IN GEORGETOWN ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF WELAKA,
 AQ1536'3.0 MI (4.8 KM) SOUTH OF FRUITLAND IN PUTNAM COUNTY, SECTION 41
 AQ1536'TOWNSHIP 13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ1536'OF COUNTY ROADS C-309 (THIRD AVENUE) AND C-308B (ELM STREET) IN
 AQ1536'WELAKA, GO SOUTHEASTERLY ON COUNTY ROAD C-309 FOR 6.85 MI (11.02 KM)
 AQ1536'TO THE T JUNCTION OF C-309 AND GEORGETOWN SHORT CUT ROAD, TURN RIGHT
 AQ1536'CONTINUE SOUTH ON C-309 FOR 0.05 MI (0.08 KM) TO T JUNCTION OF C-309
 AQ1536'AND GEORGETOWN LANDING ROAD (A DEAD END ROAD LEADING SOUTH), GO SOUTH
 AQ1536'ON GEORGETOWN LANDING ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE
 AQ1536'RIGHT. LOCATED 32.0 FT (9.8 M) NORTHWEST OF THE APPROXIMATE CENTER OF
 AQ1536'GEORGETOWN LANDING ROAD, 28.8 FT (8.8 M) NORTH-NORTHEAST OF A POWER
 AQ1536'POLE WITH A GUY WIRE, 28.0 FT (8.5 M) SOUTH-SOUTHWEST OF A DRIVEWAY,
 AQ1536'10.3 FT (3.1 M) SOUTHEAST OF A 30 INCH PINE TREE AND 0.6 FT (18.3 CM)
 AQ1536'ABOVE THE LEVEL OF THE GROUND.
 AQ1536
 AQ1536                          STATION RECOVERY (1995)
 AQ1536
 AQ1536'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AQ1536'RECOVERED AS DESCRIBED.
 AQ1536
 AQ1536                          STATION RECOVERY (2002)
 AQ1536
 AQ1536'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2576 ***********************************************************************
 AQ2576  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2576  DESIGNATION -  872 0877 TIDAL 6
 AQ2576  PID         -  AQ2576
 AQ2576  STATE/COUNTY-  FL/PUTNAM
 AQ2576  USGS QUAD   -  WELAKA (1994)
 AQ2576
 AQ2576                         *CURRENT SURVEY CONTROL
 AQ2576  ___________________________________________________________________
 AQ2576* NAD 83(1986)-  29 23 26.     (N)    081 38 21.     (W)     SCALED    
 AQ2576* NAVD 88     -         6.969  (meters)      22.86   (feet)  ADJUSTED  
 AQ2576  ___________________________________________________________________
 AQ2576  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AQ2576  DYNAMIC HT  -           6.959 (meters)      22.83  (feet)  COMP
 AQ2576  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 AQ2576
 AQ2576  VERT ORDER  -  SECOND    CLASS I
 AQ2576
 AQ2576.The horizontal coordinates were scaled from a topographic map and have
 AQ2576.an estimated accuracy of +/- 6 seconds.
 AQ2576
 AQ2576.The orthometric height was determined by differential leveling
 AQ2576.and adjusted by the National Geodetic Survey in August 2004..
 AQ2576
 AQ2576.This Tidal Bench Mark is designated as VM 10760
 AQ2576.by the Center for Operational Oceanographic Products and Services.
 AQ2576
 AQ2576.The geoid height was determined by GEOID03.
 AQ2576
 AQ2576.The dynamic height is computed by dividing the NAVD 88
 AQ2576.geopotential number by the normal gravity value computed on the
 AQ2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2576.degrees latitude (g = 980.6199 gals.).
 AQ2576
 AQ2576.The modeled gravity was interpolated from observed gravity values.
 AQ2576
 AQ2576;                    North         East    Units  Estimated Accuracy
 AQ2576;SPC FL E     -   560,490.      137,960.      MT  (+/- 180 meters Scaled)
 AQ2576
 AQ2576                          SUPERSEDED SURVEY CONTROL
 AQ2576
 AQ2576  NAVD 88 (06/15/91)    6.965  (m)           22.85   (f) UNKNOWN     2 1
 AQ2576  NGVD 29 (09/01/92)    7.250  (m)           23.79   (f) ADJUSTED    2 1
 AQ2576
 AQ2576.Superseded values are not recommended for survey control.
 AQ2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2576.See file dsdata.txt to determine how the superseded data were derived.
 AQ2576
 AQ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN379514(NAD 83)
 AQ2576_MARKER: DJ = TIDAL STATION DISK
 AQ2576_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ2576_SP_SET: BUILDING
 AQ2576_STAMPING: 6 1973
 AQ2576_MARK LOGO: NOS   
 AQ2576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2576+STABILITY: SURFACE MOTION
 AQ2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2576+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AQ2576
 AQ2576  HISTORY     - Date     Condition        Report By
 AQ2576  HISTORY     - 1973     MONUMENTED       NOS
 AQ2576  HISTORY     - 1985     GOOD             FLDNR
 AQ2576  HISTORY     - 20020808 GOOD             FLDEP
 AQ2576
 AQ2576                          STATION DESCRIPTION
 AQ2576
 AQ2576'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2576'IN GEORGETOWN.
 AQ2576'THE MARK IS AT THE OLD POST OFFICE (NOW A GIFT SHOP), NORTHWEST OF
 AQ2576'THE JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE
 AQ2576'GEORGETOWN CUTOFF ROAD, AND IS SET VERTICALLY IN THE FRONT EAST FACE
 AQ2576'OF THE BUILDING AT THE SOUTHEAST CORNER.
 AQ2576'THE MARK IS 2 FT ABOVE GROUND.
 AQ2576
 AQ2576                          STATION RECOVERY (2002)
 AQ2576
 AQ2576'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ2576'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1537 ***********************************************************************
 AQ1537  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1537  DESIGNATION -  872 0877 TIDAL 7
 AQ1537  PID         -  AQ1537
 AQ1537  STATE/COUNTY-  FL/PUTNAM
 AQ1537  USGS QUAD   -  WELAKA (1994)
 AQ1537
 AQ1537                         *CURRENT SURVEY CONTROL
 AQ1537  ___________________________________________________________________
 AQ1537* NAD 83(1986)-  29 23 13.     (N)    081 38 23.     (W)     SCALED    
 AQ1537* NAVD 88     -         0.826  (meters)       2.71   (feet)  ADJUSTED  
 AQ1537  ___________________________________________________________________
 AQ1537  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AQ1537  DYNAMIC HT  -           0.825 (meters)       2.71  (feet)  COMP
 AQ1537  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 AQ1537
 AQ1537  VERT ORDER  -  SECOND    CLASS I
 AQ1537
 AQ1537.The horizontal coordinates were scaled from a topographic map and have
 AQ1537.an estimated accuracy of +/- 6 seconds.
 AQ1537
 AQ1537.The orthometric height was determined by differential leveling
 AQ1537.and adjusted by the National Geodetic Survey in August 2004..
 AQ1537.No vertical observational check was made to the station.
 AQ1537
 AQ1537.This Tidal Bench Mark is designated as VM 10761
 AQ1537.by the Center for Operational Oceanographic Products and Services.
 AQ1537
 AQ1537.The geoid height was determined by GEOID03.
 AQ1537
 AQ1537.The dynamic height is computed by dividing the NAVD 88
 AQ1537.geopotential number by the normal gravity value computed on the
 AQ1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1537.degrees latitude (g = 980.6199 gals.).
 AQ1537
 AQ1537.The modeled gravity was interpolated from observed gravity values.
 AQ1537
 AQ1537;                    North         East    Units  Estimated Accuracy
 AQ1537;SPC FL E     -   560,090.      137,900.      MT  (+/- 180 meters Scaled)
 AQ1537
 AQ1537                          SUPERSEDED SURVEY CONTROL
 AQ1537
 AQ1537  NAVD 88 (06/15/91)    0.855  (m)            2.81   (f) UNKNOWN     2 1
 AQ1537  NGVD 29 (09/01/92)    1.141  (m)            3.74   (f) ADJUSTED    2 1
 AQ1537
 AQ1537.Superseded values are not recommended for survey control.
 AQ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1537.See file dsdata.txt to determine how the superseded data were derived.
 AQ1537
 AQ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN379510(NAD 83)
 AQ1537_MARKER: DJ = TIDAL STATION DISK
 AQ1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1537_SP_SET: CONCRETE POST
 AQ1537_STAMPING: 7 1974
 AQ1537_MARK LOGO: NOS   
 AQ1537_PROJECTION: RECESSED 20 CENTIMETERS
 AQ1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1537+STABILITY: SURFACE MOTION
 AQ1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1537+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AQ1537
 AQ1537  HISTORY     - Date     Condition        Report By
 AQ1537  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1537  HISTORY     - 1985     GOOD             FLDNR
 AQ1537  HISTORY     - 20020808 GOOD             FLDEP
 AQ1537
 AQ1537                          STATION DESCRIPTION
 AQ1537
 AQ1537'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ1537'0.2 MI S FROM GEORGETOWN.
 AQ1537'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1537'JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE GEORGETOWN
 AQ1537'CUTOFF, GO 0.15 MILE SOUTHEAST ALONG C-309 TO THE PINE COVE FISHING
 AQ1537'RESORT ON THE RIGHT AND THE MARK.  THE MARK IS AT THE SOUTH END OF
 AQ1537'THE DRIVE TO THE RESORT, 90 FEET EAST OF THE BOATPIER, 25 FEET NORTH
 AQ1537'OF THE SHORELINE OF THE ST. JOHNS RIVER, 60 FEET SOUTHEAST OF THE
 AQ1537'SOUTHEAST CORNER OF THE OLD OFFICE BUILDING, AND 10 FEET WEST OF A
 AQ1537'24-INCH DIAMETER CYPRESS TREE AT THE EDGE OF A SHALLOW DITCH.
 AQ1537
 AQ1537                          STATION RECOVERY (2002)
 AQ1537
 AQ1537'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1537'RECOVERED IN GOOD CONDITION.
 AQ1537' 
 AQ1537'NOTE THE 7 HAD BEEN GROUND OFF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1538 ***********************************************************************
 AQ1538  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1538  DESIGNATION -  872 0877 TIDAL 8
 AQ1538  PID         -  AQ1538
 AQ1538  STATE/COUNTY-  FL/PUTNAM
 AQ1538  USGS QUAD   -  WELAKA (1994)
 AQ1538
 AQ1538                         *CURRENT SURVEY CONTROL
 AQ1538  ___________________________________________________________________
 AQ1538* NAD 83(1986)-  29 23 19.     (N)    081 38 17.     (W)     SCALED    
 AQ1538* NAVD 88     -         3.995  (meters)      13.11   (feet)  ADJUSTED  
 AQ1538  ___________________________________________________________________
 AQ1538  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AQ1538  DYNAMIC HT  -           3.989 (meters)      13.09  (feet)  COMP
 AQ1538  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 AQ1538
 AQ1538  VERT ORDER  -  SECOND    CLASS I
 AQ1538
 AQ1538.The horizontal coordinates were scaled from a topographic map and have
 AQ1538.an estimated accuracy of +/- 6 seconds.
 AQ1538
 AQ1538.The orthometric height was determined by differential leveling
 AQ1538.and adjusted by the National Geodetic Survey in June 1991..
 AQ1538
 AQ1538.This Tidal Bench Mark is designated as VM 10762
 AQ1538.by the Center for Operational Oceanographic Products and Services.
 AQ1538
 AQ1538.The geoid height was determined by GEOID03.
 AQ1538
 AQ1538.The dynamic height is computed by dividing the NAVD 88
 AQ1538.geopotential number by the normal gravity value computed on the
 AQ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1538.degrees latitude (g = 980.6199 gals.).
 AQ1538
 AQ1538.The modeled gravity was interpolated from observed gravity values.
 AQ1538
 AQ1538;                    North         East    Units  Estimated Accuracy
 AQ1538;SPC FL E     -   560,270.      138,070.      MT  (+/- 180 meters Scaled)
 AQ1538
 AQ1538                          SUPERSEDED SURVEY CONTROL
 AQ1538
 AQ1538  NGVD 29 (09/01/92)    4.281  (m)           14.05   (f) ADJUSTED    2 1
 AQ1538
 AQ1538.Superseded values are not recommended for survey control.
 AQ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1538.See file dsdata.txt to determine how the superseded data were derived.
 AQ1538
 AQ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380512(NAD 83)
 AQ1538_MARKER: DJ = TIDAL STATION DISK
 AQ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ1538_STAMPING: 8 1975
 AQ1538_MARK LOGO: NOS   
 AQ1538_PROJECTION: FLUSH
 AQ1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1538+STABILITY: SURFACE MOTION
 AQ1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1538+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AQ1538
 AQ1538  HISTORY     - Date     Condition        Report By
 AQ1538  HISTORY     - 1975     MONUMENTED       FLDNR
 AQ1538  HISTORY     - 1985     GOOD             FLDNR
 AQ1538  HISTORY     - 20020808 GOOD             FLDEP
 AQ1538
 AQ1538                          STATION DESCRIPTION
 AQ1538
 AQ1538'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1538'0.2 MI S FROM GEORGETOWN.
 AQ1538'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 8 1974, AT THE
 AQ1538'PINE COVE FISHING RESORT ABOUT 400 FEET NORTH OF RIVER, SET FLUSH
 AQ1538'IN TOP OF A ONE FOOT SQUARE CONCRETE MONUMENT, PROJECTING 4
 AQ1538'INCHES, ABOUT 17 FEET SOUTHWEST OF MAIN DIRT ROAD, 5 FEET
 AQ1538'NORTHEAST OF 4 FOOT DIAMETER FORKED OAK TREE, ABOUT 55 FEET
 AQ1538'SOUTHWEST AND ACROSS DIRT ROAD FROM SOUTHWEST CORNER OF METAL
 AQ1538'SHED, ABOUT 70 FEET NORTH OF PORCH ON NORTH SIDE OF SMALL HOUSE.
 AQ1538'TO REACH FROM THE GEORGETOWN POST OFFICE, GO SE 0.15 MILES ON
 AQ1538'SR 309, THEN PROCEED S ON A DIRT ROAD FOR ABOUT 600 FT.
 AQ1538
 AQ1538                          STATION RECOVERY (1985)
 AQ1538
 AQ1538'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1538'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1538'JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE GEORGETOWN
 AQ1538'CUTOFF ROAD, GO 0.15 MILE SOUTHEAST ALONG C-309 TO THE PINE COVE
 AQ1538'FISHING RESORT ON THE RIGHT AND THE MARK.  THE MARK BERARS ABOUT 400
 AQ1538'FEET NORTH OF THE ST. JOHNS RIVER, 17 FEET SOUTHWEST OF THE
 AQ1538'CENTERLINE OF THE DIRT DRIVEWAY, 0.15 MILE SOUTH OF THE HIGHWAY, 5
 AQ1538'FEET NORTHEAST OF A 4-FOOT DIAMETER TRI-TRUNKEDOAK TREE, 55 FEET
 AQ1538'SOUTHWEST OF, AND ACROSS THE DRIVE FROM, THE SOUTHWEST CORNER OF A
 AQ1538'METAL SHED, AND 70 FEET NORTH OF A PORCH ON THE NORTH SIDE OF A
 AQ1538'COTTAGE.
 AQ1538
 AQ1538                          STATION RECOVERY (2002)
 AQ1538
 AQ1538'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1539 ***********************************************************************
 AQ1539  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1539  DESIGNATION -  872 0877 TIDAL 9
 AQ1539  PID         -  AQ1539
 AQ1539  STATE/COUNTY-  FL/PUTNAM
 AQ1539  USGS QUAD   -  WELAKA (1994)
 AQ1539
 AQ1539                         *CURRENT SURVEY CONTROL
 AQ1539  ___________________________________________________________________
 AQ1539* NAD 83(1986)-  29 23 19.     (N)    081 38 11.     (W)     SCALED    
 AQ1539* NAVD 88     -         6.862  (meters)      22.51   (feet)  ADJUSTED  
 AQ1539  ___________________________________________________________________
 AQ1539  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AQ1539  DYNAMIC HT  -           6.852 (meters)      22.48  (feet)  COMP
 AQ1539  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 AQ1539
 AQ1539  VERT ORDER  -  SECOND    CLASS I
 AQ1539
 AQ1539.The horizontal coordinates were scaled from a topographic map and have
 AQ1539.an estimated accuracy of +/- 6 seconds.
 AQ1539
 AQ1539.The orthometric height was determined by differential leveling
 AQ1539.and adjusted by the National Geodetic Survey in June 1991..
 AQ1539.WARNING-Repeat measurements at this control monument indicate possible
 AQ1539.vertical movement.
 AQ1539
 AQ1539.This Tidal Bench Mark is designated as VM 10763
 AQ1539.by the Center for Operational Oceanographic Products and Services.
 AQ1539
 AQ1539.The geoid height was determined by GEOID03.
 AQ1539
 AQ1539.The dynamic height is computed by dividing the NAVD 88
 AQ1539.geopotential number by the normal gravity value computed on the
 AQ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1539.degrees latitude (g = 980.6199 gals.).
 AQ1539
 AQ1539.The modeled gravity was interpolated from observed gravity values.
 AQ1539
 AQ1539;                    North         East    Units  Estimated Accuracy
 AQ1539;SPC FL E     -   560,270.      138,230.      MT  (+/- 180 meters Scaled)
 AQ1539
 AQ1539                          SUPERSEDED SURVEY CONTROL
 AQ1539
 AQ1539  NGVD 29 (09/01/92)    7.148  (m)           23.45   (f) ADJUSTED    2 1
 AQ1539
 AQ1539.Superseded values are not recommended for survey control.
 AQ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1539.See file dsdata.txt to determine how the superseded data were derived.
 AQ1539
 AQ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN382512(NAD 83)
 AQ1539_MARKER: DJ = TIDAL STATION DISK
 AQ1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ1539_STAMPING: 9 1974
 AQ1539_MARK LOGO: NOS   
 AQ1539_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1539+STABILITY: SURFACE MOTION
 AQ1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1539+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AQ1539
 AQ1539  HISTORY     - Date     Condition        Report By
 AQ1539  HISTORY     - 1974     MONUMENTED       NGS
 AQ1539  HISTORY     - 1975     GOOD             FLDNR
 AQ1539  HISTORY     - 1985     GOOD             FLDNR
 AQ1539  HISTORY     - 19931212 GOOD             FLDEP
 AQ1539  HISTORY     - 20020808 GOOD             FLDEP
 AQ1539
 AQ1539                          STATION DESCRIPTION
 AQ1539
 AQ1539'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1539'0.2 MI SE FROM GEORGETOWN.
 AQ1539'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 9 1974, ON THE
 AQ1539'SOUTH SIDE OF THE EAST-WEST BLACKTOP HIGHWAY, ABOUT 0.15 MILE
 AQ1539'SOUTHEAST OF THE POST OFFICE, SET FLUSH IN TOP OF A 1 FOOT
 AQ1539'SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, ABOUT 30 FEET
 AQ1539'SOUTH OF CENTERLINE OF HIGHWAY, BETWEEN THE ENTRANCE TO PINE
 AQ1539'COVE FISHING RESORT AND ENTRANCE ROAD TO DRAYTON ISLAND FERRY,
 AQ1539'4 FEET EAST OF POWER LINE POLE.
 AQ1539
 AQ1539                          STATION RECOVERY (1985)
 AQ1539
 AQ1539'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1539'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1539'JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE GEORGETOWN
 AQ1539'CUTOFF ROAD, GO 0.15 MILE SOUTHEAST ALONG C-309 TO THE PINE COVE
 AQ1539'FISHING RESORT ON THE RIGHT AND THE MARK.  THE MARK BEARS 30 FEET
 AQ1539'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A POWER POLE,
 AQ1539'AND IS BETWEEN THE DRIVE TO THE FISHING RESORT AND THE DRAYTON ISLAND
 AQ1539'FERRY ROAD.  THE MARK IS 1 FOOT NORTH OF A WITNESS POST.
 AQ1539'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ1539
 AQ1539                          STATION RECOVERY (1993)
 AQ1539
 AQ1539'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1539'THE MARK IS IN GEORGETOWN ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF WELAKA,
 AQ1539'3.0 MI (4.8 KM) SOUTH OF FRUITLAND IN PUTNAM COUNTY, SECTION 41
 AQ1539'TOWNSHIP 13 SOUTH RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ1539'OF COUNTY ROADS C-309 (THIRD AVENUE) AND C-308B (ELM STREET) IN
 AQ1539'WELAKA, GO SOUTHEASTERLY ON COUNTY ROAD C-309 FOR 6.85 MI (11.02 KM)
 AQ1539'TO THE T JUNCTION OF C-309 AND GEORGETOWN SHORT CUT ROAD, TURN RIGHT
 AQ1539'CONTINUE SOUTH ON C-309 FOR 0.05 MI (0.08 KM) TO JUNCTION OF C-309 AND
 AQ1539'GEORGETOWN LANDING ROAD (A DEAD END ROAD LEADING SOUTH), TURN LEFT
 AQ1539'CONTINUE EAST ON C-309 FOR 0.2 MI (0.3 KM) TO DRAYTON ISLAND FERRY
 AQ1539'ROAD AND THE MARK ON THE RIGHT. LOCATED 100.0 FT (30.5 M) WEST OF THE
 AQ1539'APPROXIMATE CENTER OF DRAYTON ISLAND FERRY ROAD, 32.0 FT (9.8 M) SOUTH
 AQ1539'OF THE CENTERLINE OF C-309, 3.0 FT (0.9 M) EAST OF A POWER POLE WITH A
 AQ1539'TRANSFORMER AND TWO GUY WIRE AND 0.3 FT (9.1 CM) ABOVE THE LEVEL OF
 AQ1539'THE GROUND.
 AQ1539
 AQ1539                          STATION RECOVERY (2002)
 AQ1539
 AQ1539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1539'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1740 ***********************************************************************
 AQ1740  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1740  DESIGNATION -  872 0954 A TIDAL
 AQ1740  PID         -  AQ1740
 AQ1740  STATE/COUNTY-  FL/VOLUSIA
 AQ1740  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1740
 AQ1740                         *CURRENT SURVEY CONTROL
 AQ1740  ___________________________________________________________________
 AQ1740* NAD 83(1986)-  29 17 15.     (N)    081 03 21.     (W)     SCALED    
 AQ1740* NAVD 88     -         1.475  (meters)       4.84   (feet)  ADJUSTED  
 AQ1740  ___________________________________________________________________
 AQ1740  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1740  DYNAMIC HT  -           1.473 (meters)       4.83  (feet)  COMP
 AQ1740  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AQ1740
 AQ1740  VERT ORDER  -  SECOND    CLASS I
 AQ1740
 AQ1740.The horizontal coordinates were scaled from a topographic map and have
 AQ1740.an estimated accuracy of +/- 6 seconds.
 AQ1740
 AQ1740.The orthometric height was determined by differential leveling
 AQ1740.and adjusted by the National Geodetic Survey in May 2004..
 AQ1740
 AQ1740.This Tidal Bench Mark is designated as VM 5264
 AQ1740.by the Center for Operational Oceanographic Products and Services.
 AQ1740
 AQ1740.The geoid height was determined by GEOID03.
 AQ1740
 AQ1740.The dynamic height is computed by dividing the NAVD 88
 AQ1740.geopotential number by the normal gravity value computed on the
 AQ1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1740.degrees latitude (g = 980.6199 gals.).
 AQ1740
 AQ1740.The modeled gravity was interpolated from observed gravity values.
 AQ1740
 AQ1740;                    North         East    Units  Estimated Accuracy
 AQ1740;SPC FL E     -   548,900.      194,580.      MT  (+/- 180 meters Scaled)
 AQ1740
 AQ1740                          SUPERSEDED SURVEY CONTROL
 AQ1740
 AQ1740  NAVD 88 (06/15/91)    1.507  (m)            4.94   (f) UNKNOWN     2 1
 AQ1740  NGVD 29 (09/01/92)    1.857  (m)            6.09   (f) ADJUSTED    2 1
 AQ1740
 AQ1740.Superseded values are not recommended for survey control.
 AQ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1740.See file dsdata.txt to determine how the superseded data were derived.
 AQ1740
 AQ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945398(NAD 83)
 AQ1740_MARKER: DJ = TIDAL STATION DISK
 AQ1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1740_SP_SET: CONCRETE POST
 AQ1740_STAMPING: 0954 A 1978 CLB
 AQ1740_MARK LOGO: FLDNR 
 AQ1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1740+STABILITY: SURFACE MOTION
 AQ1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1740+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1999
 AQ1740
 AQ1740  HISTORY     - Date     Condition        Report By
 AQ1740  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1740  HISTORY     - 1978     GOOD             FLDNR
 AQ1740  HISTORY     - 1985     GOOD             FLDNR
 AQ1740  HISTORY     - 1987     GOOD             FLDNR
 AQ1740  HISTORY     - 1990     GOOD             USPSQD
 AQ1740  HISTORY     - 19990215 GOOD             FLDEP
 AQ1740
 AQ1740                          STATION DESCRIPTION
 AQ1740
 AQ1740'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1740'ORMOND BEACH.
 AQ1740'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1740'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1740'AN INTERSECTION WITH NORTH BEACH STREET, THENCE 0.12 MILES NORTH
 AQ1740'ALONG NORTH BEACH STREET TO THE LOCATION OF THE MARK, WHICH BEARS 14.2
 AQ1740'FEET WEST OF THE CENTERLINE OF NORTH BEACH STREET, 56 FEET SOUTH OF
 AQ1740'THE ORMOND BEACH YACHT CLUB SIDEWALK, 3.1 FEET NORTH OF A POWER POLE.
 AQ1740
 AQ1740                          STATION RECOVERY (1985)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1740'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS EAST OF THE CENTERLINE
 AQ1740'OF THE STREET AND 7.5 FEET SOUTH OF A POWER LINE ANCHOR POLE.
 AQ1740
 AQ1740                          STATION RECOVERY (1987)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1740'RECOVERED IN GOOD CONDITION.
 AQ1740
 AQ1740                          STATION RECOVERY (1990)
 AQ1740
 AQ1740'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1740'RECOVERED IN GOOD CONDITION.
 AQ1740
 AQ1740                          STATION RECOVERY (1999)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1740'RECOVERED IN GOOD CONDITION WITH ADDED INFORMATION, THE MARK IS
 AQ1740'RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 AQ1740'THE ROAD, 74.4 FT (22.7 M) SOUTHWEST OF A SQUARE CONCRETE POWER POLE
 AQ1740'WITH 2 GUY WIRES ATTACHED, 21.0 FT (6.4 M) SOUTH OF THE EXTENDED
 AQ1740'CENTERLINE OF LINCOLN AVENUE A PAVED STREET WEST, 8.1 FT (2.5 M) SOUTH
 AQ1740'OF A POWER POLE AND 8.0 FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1741 ***********************************************************************
 AQ1741  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1741  DESIGNATION -  872 0954 B TIDAL
 AQ1741  PID         -  AQ1741
 AQ1741  STATE/COUNTY-  FL/VOLUSIA
 AQ1741  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1741
 AQ1741                         *CURRENT SURVEY CONTROL
 AQ1741  ___________________________________________________________________
 AQ1741* NAD 83(1986)-  29 17 11.     (N)    081 03 19.     (W)     SCALED    
 AQ1741* NAVD 88     -         1.638  (meters)       5.37   (feet)  ADJUSTED  
 AQ1741  ___________________________________________________________________
 AQ1741  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1741  DYNAMIC HT  -           1.635 (meters)       5.36  (feet)  COMP
 AQ1741  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AQ1741
 AQ1741  VERT ORDER  -  SECOND    CLASS I
 AQ1741
 AQ1741.The horizontal coordinates were scaled from a topographic map and have
 AQ1741.an estimated accuracy of +/- 6 seconds.
 AQ1741
 AQ1741.The orthometric height was determined by differential leveling
 AQ1741.and adjusted by the National Geodetic Survey in May 2004..
 AQ1741
 AQ1741.This Tidal Bench Mark is designated as VM 5265
 AQ1741.by the Center for Operational Oceanographic Products and Services.
 AQ1741
 AQ1741.The geoid height was determined by GEOID03.
 AQ1741
 AQ1741.The dynamic height is computed by dividing the NAVD 88
 AQ1741.geopotential number by the normal gravity value computed on the
 AQ1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1741.degrees latitude (g = 980.6199 gals.).
 AQ1741
 AQ1741.The modeled gravity was interpolated from observed gravity values.
 AQ1741
 AQ1741;                    North         East    Units  Estimated Accuracy
 AQ1741;SPC FL E     -   548,770.      194,630.      MT  (+/- 180 meters Scaled)
 AQ1741
 AQ1741                          SUPERSEDED SURVEY CONTROL
 AQ1741
 AQ1741  NAVD 88 (06/15/91)    1.662  (m)            5.45   (f) UNKNOWN     2 1
 AQ1741  NGVD 29 (09/01/92)    2.013  (m)            6.60   (f) ADJUSTED    2 1
 AQ1741
 AQ1741.Superseded values are not recommended for survey control.
 AQ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1741.See file dsdata.txt to determine how the superseded data were derived.
 AQ1741
 AQ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN946397(NAD 83)
 AQ1741_MARKER: DJ = TIDAL STATION DISK
 AQ1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1741_SP_SET: CONCRETE POST
 AQ1741_STAMPING: 0954 B 1978 CLB
 AQ1741_MARK LOGO: FLDNR 
 AQ1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1741+STABILITY: SURFACE MOTION
 AQ1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1741+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1999
 AQ1741
 AQ1741  HISTORY     - Date     Condition        Report By
 AQ1741  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1741  HISTORY     - 1978     GOOD             FLDNR
 AQ1741  HISTORY     - 1985     GOOD             FLDNR
 AQ1741  HISTORY     - 1987     GOOD             FLDNR
 AQ1741  HISTORY     - 1990     GOOD             USPSQD
 AQ1741  HISTORY     - 19990215 GOOD             FLDEP
 AQ1741
 AQ1741                          STATION DESCRIPTION
 AQ1741
 AQ1741'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1741'ORMOND BEACH.
 AQ1741'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1741'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1741'AN INTERSECTION WITH NORTH BEACH STREET, THENCE 201 FEET NORTH ALONG
 AQ1741'NORTH BEACH STREET TO THE LOCATION OF THE MARK. THE MARK BEARS 18.2
 AQ1741'FEET NORTH OF THE CENTERLINE OF A PAVED DRIVE FOR A DIRT PARKING LOT,
 AQ1741'39.0 FEET EAST OF THE CENTERLINE OF NORTH BEACH STREET, 3.0 FEET EAST
 AQ1741'OF A POWER POLE.
 AQ1741
 AQ1741                          STATION RECOVERY (1985)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1741'RECOVERED IN GOOD CONDITION.
 AQ1741
 AQ1741                          STATION RECOVERY (1987)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1741'RECOVERED IN GOOD CONDITION.
 AQ1741
 AQ1741                          STATION RECOVERY (1990)
 AQ1741
 AQ1741'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1741'RECOVERED IN GOOD CONDITION.
 AQ1741
 AQ1741                          STATION RECOVERY (1999)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1741'RECOVERED IN GOOD CONDITION WITH ADDED INFORMATION, THE MARK IS
 AQ1741'RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND THE PARKING
 AQ1741'LOT IS PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1742 ***********************************************************************
 AQ1742  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1742  DESIGNATION -  872 0954 C TIDAL
 AQ1742  PID         -  AQ1742
 AQ1742  STATE/COUNTY-  FL/VOLUSIA
 AQ1742  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1742
 AQ1742                         *CURRENT SURVEY CONTROL
 AQ1742  ___________________________________________________________________
 AQ1742* NAD 83(1986)-  29 17 09.     (N)    081 03 18.     (W)     SCALED    
 AQ1742* NAVD 88     -         1.995  (meters)       6.55   (feet)  ADJUSTED  
 AQ1742  ___________________________________________________________________
 AQ1742  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1742  DYNAMIC HT  -           1.992 (meters)       6.54  (feet)  COMP
 AQ1742  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AQ1742
 AQ1742  VERT ORDER  -  SECOND    CLASS I
 AQ1742
 AQ1742.The horizontal coordinates were scaled from a topographic map and have
 AQ1742.an estimated accuracy of +/- 6 seconds.
 AQ1742
 AQ1742.The orthometric height was determined by differential leveling
 AQ1742.and adjusted by the National Geodetic Survey in June 1991..
 AQ1742
 AQ1742.This Tidal Bench Mark is designated as VM 17169
 AQ1742.by the Center for Operational Oceanographic Products and Services.
 AQ1742
 AQ1742.The geoid height was determined by GEOID03.
 AQ1742
 AQ1742.The dynamic height is computed by dividing the NAVD 88
 AQ1742.geopotential number by the normal gravity value computed on the
 AQ1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1742.degrees latitude (g = 980.6199 gals.).
 AQ1742
 AQ1742.The modeled gravity was interpolated from observed gravity values.
 AQ1742
 AQ1742;                    North         East    Units  Estimated Accuracy
 AQ1742;SPC FL E     -   548,710.      194,660.      MT  (+/- 180 meters Scaled)
 AQ1742
 AQ1742                          SUPERSEDED SURVEY CONTROL
 AQ1742
 AQ1742  NGVD 29 (09/01/92)    2.346  (m)            7.70   (f) ADJUSTED    2 1
 AQ1742
 AQ1742.Superseded values are not recommended for survey control.
 AQ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1742.See file dsdata.txt to determine how the superseded data were derived.
 AQ1742
 AQ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN946396(NAD 83)
 AQ1742_MARKER: DJ = TIDAL STATION DISK
 AQ1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1742_SP_SET: CONCRETE POST
 AQ1742_STAMPING: 0954 C 1978 C L B
 AQ1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1742+STABILITY: SURFACE MOTION
 AQ1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1742+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1999
 AQ1742
 AQ1742  HISTORY     - Date     Condition        Report By
 AQ1742  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1742  HISTORY     - 1978     GOOD             FLDNR
 AQ1742  HISTORY     - 19990215 MARK NOT FOUND   FLDEP
 AQ1742
 AQ1742                          STATION DESCRIPTION
 AQ1742
 AQ1742'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1742'ORMOND BEACH.
 AQ1742'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1742'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1742'AN INTERSECTION WITH NORTH BEACH STREET AND THE LOCATION OF THE MARK.
 AQ1742'THE MARK BEARS 10.8 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE
 AQ1742'ROAD 40, 42.0 FEET EAST OF THE EAST EDGE OF PAVEMENT OF NORTH BEACH
 AQ1742'STREET, 3.4 FEET EAST OF A CONCRETE POWER POLE, 2.2 FEET NORTH OF THE
 AQ1742'EDGE OF A SIDEWALK.
 AQ1742
 AQ1742                          STATION RECOVERY (1999)
 AQ1742
 AQ1742'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1743 ***********************************************************************
 AQ1743  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1743  DESIGNATION -  872 0954 D TIDAL
 AQ1743  PID         -  AQ1743
 AQ1743  STATE/COUNTY-  FL/VOLUSIA
 AQ1743  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1743
 AQ1743                         *CURRENT SURVEY CONTROL
 AQ1743  ___________________________________________________________________
 AQ1743* NAD 83(1986)-  29 17 15.     (N)    081 03 22.     (W)     SCALED    
 AQ1743* NAVD 88     -         7.765  (meters)      25.48   (feet)  ADJUSTED  
 AQ1743  ___________________________________________________________________
 AQ1743  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1743  DYNAMIC HT  -           7.754 (meters)      25.44  (feet)  COMP
 AQ1743  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AQ1743
 AQ1743  VERT ORDER  -  SECOND    CLASS I
 AQ1743
 AQ1743.The horizontal coordinates were scaled from a topographic map and have
 AQ1743.an estimated accuracy of +/- 6 seconds.
 AQ1743
 AQ1743.The orthometric height was determined by differential leveling
 AQ1743.and adjusted by the National Geodetic Survey in June 1991..
 AQ1743
 AQ1743.This Tidal Bench Mark is designated as VM 17142
 AQ1743.by the Center for Operational Oceanographic Products and Services.
 AQ1743
 AQ1743.The geoid height was determined by GEOID03.
 AQ1743
 AQ1743.The dynamic height is computed by dividing the NAVD 88
 AQ1743.geopotential number by the normal gravity value computed on the
 AQ1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1743.degrees latitude (g = 980.6199 gals.).
 AQ1743
 AQ1743.The modeled gravity was interpolated from observed gravity values.
 AQ1743
 AQ1743;                    North         East    Units  Estimated Accuracy
 AQ1743;SPC FL E     -   548,900.      194,550.      MT  (+/- 180 meters Scaled)
 AQ1743
 AQ1743                          SUPERSEDED SURVEY CONTROL
 AQ1743
 AQ1743  NGVD 29 (09/01/92)    8.117  (m)           26.63   (f) ADJUSTED    2 1
 AQ1743
 AQ1743.Superseded values are not recommended for survey control.
 AQ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1743.See file dsdata.txt to determine how the superseded data were derived.
 AQ1743
 AQ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945398(NAD 83)
 AQ1743_MARKER: DJ = TIDAL STATION DISK
 AQ1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1743_SP_SET: CONCRETE POST
 AQ1743_STAMPING: 0954 D 1978 C L B
 AQ1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1743+STABILITY: SURFACE MOTION
 AQ1743
 AQ1743  HISTORY     - Date     Condition        Report By
 AQ1743  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1743  HISTORY     - 1978     GOOD             FLDNR
 AQ1743  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1743
 AQ1743                          STATION DESCRIPTION
 AQ1743
 AQ1743'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1743'ORMOND BEACH.
 AQ1743'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1743'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1743'AN INTERSECTION WITH NORTH BEACH STREET, THENCE 0.12 MILES NORTH
 AQ1743'ALONG NORTH BEACH STREET TO THE LOCATION OF THE MARK, WHICH BEARS
 AQ1743'34 FEET EAST OF THE SW CORNER OF SR 40 BRIDGE OVER THE HALIFAX RIVER
 AQ1743'19.5 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 0.9 FEET NORTH OF
 AQ1743'A 25 FOOT CONCRETE GUARDRAIL, AND 18 FEET WEST OF THE EDGE OF
 AQ1743'OPENING SPAN OF THE BRIDGE.
 AQ1743
 AQ1743                          STATION RECOVERY (1990)
 AQ1743
 AQ1743'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2638 ***********************************************************************
 AQ2638  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2638  DESIGNATION -  872 0954 F TIDAL
 AQ2638  PID         -  AQ2638
 AQ2638  STATE/COUNTY-  FL/VOLUSIA
 AQ2638  USGS QUAD   -  ORMOND BEACH (1993)
 AQ2638
 AQ2638                         *CURRENT SURVEY CONTROL
 AQ2638  ___________________________________________________________________
 AQ2638* NAD 83(1986)-  29 17 11.     (N)    081 03 14.     (W)     SCALED    
 AQ2638* NAVD 88     -         9.919  (meters)      32.54   (feet)  ADJUSTED  
 AQ2638  ___________________________________________________________________
 AQ2638  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ2638  DYNAMIC HT  -           9.905 (meters)      32.50  (feet)  COMP
 AQ2638  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 AQ2638
 AQ2638  VERT ORDER  -  SECOND    CLASS I
 AQ2638
 AQ2638.The horizontal coordinates were scaled from a topographic map and have
 AQ2638.an estimated accuracy of +/- 6 seconds.
 AQ2638
 AQ2638.The orthometric height was determined by differential leveling
 AQ2638.and adjusted by the National Geodetic Survey in May 2004..
 AQ2638
 AQ2638.This Tidal Bench Mark is designated as VM 5266
 AQ2638.by the Center for Operational Oceanographic Products and Services.
 AQ2638
 AQ2638.The geoid height was determined by GEOID03.
 AQ2638
 AQ2638.The dynamic height is computed by dividing the NAVD 88
 AQ2638.geopotential number by the normal gravity value computed on the
 AQ2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2638.degrees latitude (g = 980.6199 gals.).
 AQ2638
 AQ2638.The modeled gravity was interpolated from observed gravity values.
 AQ2638
 AQ2638;                    North         East    Units  Estimated Accuracy
 AQ2638;SPC FL E     -   548,770.      194,760.      MT  (+/- 180 meters Scaled)
 AQ2638
 AQ2638                          SUPERSEDED SURVEY CONTROL
 AQ2638
 AQ2638  NAVD 88 (09/06/96)    9.956  (m)           32.66   (f) UNKNOWN     2 1
 AQ2638  NAVD 88 (??/??/92)    9.963  (m)           32.69   (f) UNKNOWN     2 1
 AQ2638  NGVD 29 (09/01/92)   10.310  (m)           33.83   (f) ADJUSTED    2 1
 AQ2638
 AQ2638.Superseded values are not recommended for survey control.
 AQ2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2638.See file dsdata.txt to determine how the superseded data were derived.
 AQ2638
 AQ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN947397(NAD 83)
 AQ2638_MARKER: DB = BENCH MARK DISK
 AQ2638_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ2638_SP_SET: BRIDGE RAIL
 AQ2638_STAMPING: 0954 F
 AQ2638_MARK LOGO: FLDT  
 AQ2638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2638+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1999
 AQ2638
 AQ2638  HISTORY     - Date     Condition        Report By
 AQ2638  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2638  HISTORY     - 1985     GOOD             FLDNR
 AQ2638  HISTORY     - 1987     GOOD             FLDNR
 AQ2638  HISTORY     - 19990215 GOOD             FLDEP
 AQ2638
 AQ2638                          STATION DESCRIPTION
 AQ2638
 AQ2638'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2638'IN ORMOND BEACH.
 AQ2638'THE MARK IS AT THE WEST END OF THE STATE ROAD 40 BRIDGE OVER THE
 AQ2638'HALIFAX RIVER, SET IN TOP OF THE BRIDGE END RAIL, 22.1 FEET SOUTHEAST
 AQ2638'OF THE CENTERLINE OF THE EASTBOUND LANE, 17.75 FEET SOUTHWEST OF THE
 AQ2638'BRIDGE ABUTMENT, 2.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AQ2638'CONCRETE RAIL, AND 5.5 FEET NORTHWEST OF A METAL HAND RAIL.
 AQ2638'THE MARK IS 3 FT ABOVE ROAD.
 AQ2638
 AQ2638                          STATION RECOVERY (1987)
 AQ2638
 AQ2638'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ2638'RECOVERED IN GOOD CONDITION.
 AQ2638
 AQ2638                          STATION RECOVERY (1999)
 AQ2638
 AQ2638'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2638'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2637 ***********************************************************************
 AQ2637  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2637  DESIGNATION -  872 0954 G TIDAL
 AQ2637  PID         -  AQ2637
 AQ2637  STATE/COUNTY-  FL/VOLUSIA
 AQ2637  USGS QUAD   -  ORMOND BEACH (1993)
 AQ2637
 AQ2637                         *CURRENT SURVEY CONTROL
 AQ2637  ___________________________________________________________________
 AQ2637* NAD 83(1986)-  29 17 11.     (N)    081 03 15.     (W)     SCALED    
 AQ2637* NAVD 88     -         1.468  (meters)       4.82   (feet)  POSTED    
 AQ2637  ___________________________________________________________________
 AQ2637  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ2637  DYNAMIC HT  -           1.470 (meters)       4.82  (feet)  COMP
 AQ2637  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 AQ2637
 AQ2637  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2637
 AQ2637.The horizontal coordinates were scaled from a topographic map and have
 AQ2637.an estimated accuracy of +/- 6 seconds.
 AQ2637
 AQ2637.The orthometric height was determined by differential leveling
 AQ2637.and adjusted by the National Geodetic Survey in 1992..
 AQ2637.No vertical observational check was made to the station.
 AQ2637.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2637.was located on a no-check spur therefore a value was not computed.
 AQ2637
 AQ2637.This Tidal Bench Mark is designated as VM 5267
 AQ2637.by the Center for Operational Oceanographic Products and Services.
 AQ2637
 AQ2637.The geoid height was determined by GEOID03.
 AQ2637
 AQ2637.The dynamic height is computed by dividing the NAVD 88
 AQ2637.geopotential number by the normal gravity value computed on the
 AQ2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2637.degrees latitude (g = 980.6199 gals.).
 AQ2637
 AQ2637.The modeled gravity was interpolated from observed gravity values.
 AQ2637
 AQ2637;                    North         East    Units  Estimated Accuracy
 AQ2637;SPC FL E     -   548,770.      194,740.      MT  (+/- 180 meters Scaled)
 AQ2637
 AQ2637                          SUPERSEDED SURVEY CONTROL
 AQ2637
 AQ2637  NGVD 29 (09/01/92)    1.818  (m)            5.96   (f) ADJUSTED    2 1
 AQ2637
 AQ2637.Superseded values are not recommended for survey control.
 AQ2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2637.See file dsdata.txt to determine how the superseded data were derived.
 AQ2637
 AQ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN947397(NAD 83)
 AQ2637_MARKER: DB = BENCH MARK DISK
 AQ2637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2637_SP_SET: CONCRETE BULKHEAD
 AQ2637_STAMPING: 0954 G
 AQ2637_MARK LOGO: FLDT  
 AQ2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2637+STABILITY: SURFACE MOTION
 AQ2637
 AQ2637  HISTORY     - Date     Condition        Report By
 AQ2637  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2637  HISTORY     - 1985     GOOD             FLDNR
 AQ2637  HISTORY     - 1987     GOOD             FLDNR
 AQ2637
 AQ2637                          STATION DESCRIPTION
 AQ2637
 AQ2637'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2637'IN ORMOND BEACH.
 AQ2637'THE MARK IS SET IN THE CONCRETE BULKHEAD BELOW THE SOUTHWEST END OF
 AQ2637'THE STATE ROAD 40 BRIDGE OVER THE HALIFAX RIVER, 62.8 FEET SOUTHEAST
 AQ2637'OF THE SOUTHEAST SIDE OF THE BRIDGE, 83.1 FEET SOUTH OF THE FIRST
 AQ2637'BRIDGE PIER, AND 106 FEET EAST-NORTHEAST OF THE SOUTHWEST END OF THE
 AQ2637'BULKHEAD.
 AQ2637'THE MARK IS 15 FT BELOW BRIDGE.
 AQ2637
 AQ2637                          STATION RECOVERY (1987)
 AQ2637
 AQ2637'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2608 ***********************************************************************
 AQ2608  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2608  DESIGNATION -  872 1002 TIDAL 1
 AQ2608  PID         -  AQ2608
 AQ2608  STATE/COUNTY-  FL/LAKE
 AQ2608  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2608
 AQ2608                         *CURRENT SURVEY CONTROL
 AQ2608  ___________________________________________________________________
 AQ2608* NAD 83(1986)-  29 14 50.     (N)    081 38 16.     (W)     SCALED    
 AQ2608* NAVD 88     -         1.794  (meters)       5.89   (feet)  POSTED    
 AQ2608  ___________________________________________________________________
 AQ2608  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ2608  DYNAMIC HT  -           1.790 (meters)       5.87  (feet)  COMP
 AQ2608  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 AQ2608
 AQ2608  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2608
 AQ2608.The horizontal coordinates were scaled from a topographic map and have
 AQ2608.an estimated accuracy of +/- 6 seconds.
 AQ2608
 AQ2608.The orthometric height was determined by differential leveling
 AQ2608.and adjusted by the National Geodetic Survey in 1992..
 AQ2608.No vertical observational check was made to the station.
 AQ2608.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2608.was located on a no-check spur therefore a value was not computed.
 AQ2608
 AQ2608.This Tidal Bench Mark is designated as VM 5270
 AQ2608.by the Center for Operational Oceanographic Products and Services.
 AQ2608
 AQ2608.The geoid height was determined by GEOID03.
 AQ2608
 AQ2608.The dynamic height is computed by dividing the NAVD 88
 AQ2608.geopotential number by the normal gravity value computed on the
 AQ2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2608.degrees latitude (g = 980.6199 gals.).
 AQ2608
 AQ2608.The modeled gravity was interpolated from observed gravity values.
 AQ2608
 AQ2608;                    North         East    Units  Estimated Accuracy
 AQ2608;SPC FL E     -   544,600.      138,010.      MT  (+/- 180 meters Scaled)
 AQ2608
 AQ2608                          SUPERSEDED SURVEY CONTROL
 AQ2608
 AQ2608.No superseded survey control is available for this station.
 AQ2608
 AQ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380355(NAD 83)
 AQ2608_MARKER: DJ = TIDAL STATION DISK
 AQ2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2608_SP_SET: CONCRETE POST
 AQ2608_STAMPING: NO 1 1937
 AQ2608_MARK LOGO: CGS   
 AQ2608_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2608+STABILITY: SURFACE MOTION
 AQ2608
 AQ2608  HISTORY     - Date     Condition        Report By
 AQ2608  HISTORY     - 1937     MONUMENTED       CGS
 AQ2608  HISTORY     - 1985     GOOD             FLDNR
 AQ2608  HISTORY     - 19970211 GOOD             USPSQD
 AQ2608
 AQ2608                          STATION DESCRIPTION
 AQ2608
 AQ2608'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2608'13.85 MI NW FROM ASTOR.
 AQ2608'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2608'MILES WEST OF ASTOR), GO 4.95 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2608'ENTRANCE ROAD (SAND ROAD) TO THE JUNIPER CLUB, GO 1 MILE NORTHEAST ON
 AQ2608'THE JUNIPER CLUB ROAD TO THE JUNIPER LODGE AND THE MARK.  THE MARK
 AQ2608'BEARS 26 FEET SOUTH OF THE SHORELINE OF SILVER GLENN SPRINGS RUN, AND
 AQ2608'19.5 FEET SOUTHWEST OF THE WEST CORNER OF THE LODGE.
 AQ2608
 AQ2608                          STATION RECOVERY (1997)
 AQ2608
 AQ2608'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2607 ***********************************************************************
 AQ2607  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2607  DESIGNATION -  872 1002 TIDAL 2
 AQ2607  PID         -  AQ2607
 AQ2607  STATE/COUNTY-  FL/LAKE
 AQ2607  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AQ2607
 AQ2607                         *CURRENT SURVEY CONTROL
 AQ2607  ___________________________________________________________________
 AQ2607* NAD 83(1986)-  29 14 50.     (N)    081 38 16.     (W)     SCALED    
 AQ2607* NAVD 88     -         1.839  (meters)       6.03   (feet)  POSTED    
 AQ2607  ___________________________________________________________________
 AQ2607  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AQ2607  DYNAMIC HT  -           1.840 (meters)       6.04  (feet)  COMP
 AQ2607  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 AQ2607
 AQ2607  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2607
 AQ2607.The horizontal coordinates were scaled from a topographic map and have
 AQ2607.an estimated accuracy of +/- 6 seconds.
 AQ2607
 AQ2607.The orthometric height was determined by differential leveling
 AQ2607.and adjusted by the National Geodetic Survey in 1992..
 AQ2607.No vertical observational check was made to the station.
 AQ2607.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2607.was located on a no-check spur therefore a value was not computed.
 AQ2607
 AQ2607.This Tidal Bench Mark is designated as VM 5271
 AQ2607.by the Center for Operational Oceanographic Products and Services.
 AQ2607
 AQ2607.The geoid height was determined by GEOID03.
 AQ2607
 AQ2607.The dynamic height is computed by dividing the NAVD 88
 AQ2607.geopotential number by the normal gravity value computed on the
 AQ2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2607.degrees latitude (g = 980.6199 gals.).
 AQ2607
 AQ2607.The modeled gravity was interpolated from observed gravity values.
 AQ2607
 AQ2607;                    North         East    Units  Estimated Accuracy
 AQ2607;SPC FL E     -   544,600.      138,010.      MT  (+/- 180 meters Scaled)
 AQ2607
 AQ2607                          SUPERSEDED SURVEY CONTROL
 AQ2607
 AQ2607.No superseded survey control is available for this station.
 AQ2607
 AQ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380355(NAD 83)
 AQ2607_MARKER: DJ = TIDAL STATION DISK
 AQ2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2607_SP_SET: CONCRETE POST
 AQ2607_STAMPING: NO 2 1937
 AQ2607_MARK LOGO: CGS   
 AQ2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2607+STABILITY: SURFACE MOTION
 AQ2607
 AQ2607  HISTORY     - Date     Condition        Report By
 AQ2607  HISTORY     - 1937     MONUMENTED       CGS
 AQ2607  HISTORY     - 1985     GOOD             FLDNR
 AQ2607  HISTORY     - 19970211 GOOD             USPSQD
 AQ2607
 AQ2607                          STATION DESCRIPTION
 AQ2607
 AQ2607'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2607'13.85 MI NW FROM ASTOR.
 AQ2607'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2607'MILES WEST OF ASTOR), GO 4.95 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2607'ENTRANCE ROAD (SAND ROAD) TO THE JUNIPER CLUB, GO 1 MILE NORTHEAST ON
 AQ2607'THE JUNIPER CLUB ROAD TO THE JUNIPER LODGE AND THE MARK.  THE MARK
 AQ2607'BEARS 6.5 FEET NORTHEAST OF THE EAST CORNER OF THE LODGE AND ABOUT
 AQ2607'131 FEET SOUTHEAST OF THE SHORELINE OF SILVER GLENN SPRINGS RUN.
 AQ2607
 AQ2607                          STATION RECOVERY (1997)
 AQ2607
 AQ2607'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0156 ***********************************************************************
 AQ0156  DESIGNATION -  872 1020 TIDAL 1 RESET
 AQ0156  PID         -  AQ0156
 AQ0156  STATE/COUNTY-  FL/VOLUSIA
 AQ0156  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ0156
 AQ0156                         *CURRENT SURVEY CONTROL
 AQ0156  ___________________________________________________________________
 AQ0156* NAD 83(1986)-  29 13 39.     (N)    081 00 29.     (W)     SCALED    
 AQ0156* NAVD 88     -         3.343  (meters)      10.97   (feet)  ADJUSTED  
 AQ0156  ___________________________________________________________________
 AQ0156  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ0156  DYNAMIC HT  -           3.338 (meters)      10.95  (feet)  COMP
 AQ0156  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 AQ0156
 AQ0156  VERT ORDER  -  FIRST     CLASS II
 AQ0156
 AQ0156.The horizontal coordinates were scaled from a topographic map and have
 AQ0156.an estimated accuracy of +/- 6 seconds.
 AQ0156
 AQ0156.The orthometric height was determined by differential leveling
 AQ0156.and adjusted by the National Geodetic Survey in May 1994..
 AQ0156
 AQ0156.The geoid height was determined by GEOID03.
 AQ0156
 AQ0156.The dynamic height is computed by dividing the NAVD 88
 AQ0156.geopotential number by the normal gravity value computed on the
 AQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0156.degrees latitude (g = 980.6199 gals.).
 AQ0156
 AQ0156.The modeled gravity was interpolated from observed gravity values.
 AQ0156
 AQ0156;                    North         East    Units  Estimated Accuracy
 AQ0156;SPC FL E     -   542,240.      199,220.      MT  (+/- 180 meters Scaled)
 AQ0156
 AQ0156                          SUPERSEDED SURVEY CONTROL
 AQ0156
 AQ0156  NGVD 29 (09/01/92)    3.699  (m)           12.14   (f) ADJUSTED    1 2
 AQ0156
 AQ0156.Superseded values are not recommended for survey control.
 AQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0156.See file dsdata.txt to determine how the superseded data were derived.
 AQ0156
 AQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992331(NAD 83)
 AQ0156_MARKER: DV = VERTICAL CONTROL DISK
 AQ0156_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ0156_SP_SET: SIDEWALK
 AQ0156_STAMPING: TIDAL 1 RESET 1976
 AQ0156_MARK LOGO: NGS   
 AQ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0156+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 AQ0156
 AQ0156  HISTORY     - Date     Condition        Report By
 AQ0156  HISTORY     - 1976     MONUMENTED       NGS
 AQ0156  HISTORY     - 1990     GOOD             USPSQD
 AQ0156  HISTORY     - 19910315 GOOD             NGS
 AQ0156
 AQ0156                          STATION DESCRIPTION
 AQ0156
 AQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AQ0156'AT DAYTONA BEACH.
 AQ0156'AT DAYTONA BEACH, AT BEACH ON CONCRETE WALKWAY, ABOUT 75 YARDS
 AQ0156'EAST-NORTHEAST OF THE CENTER OF INTERSECTION OF MAIN STREET AND
 AQ0156'OCEAN AVENUE, 63.6 FEET NORTH OF THE CENTER OF MAIN STREET,
 AQ0156'47 FEET EAST OF THE EAST SIDE OF LINE OF BUILDINGS ON THE WATER
 AQ0156'FRONT, 29.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 AQ0156'STEPS TO ARCHWAY OVER MAIN STREET TO BUILDING, 3.5 FEET SOUTH
 AQ0156'OF THE SOUTH SIDE OF THE BENCH, 3 FEET WEST OF THE CONCRETE
 AQ0156'SEA WALL, 3 FEET WEST OF THE NORTHWEST CORNER OF STEPS FROM
 AQ0156'BEACH TO SEAWALL AND A DISK SET IN TOP OF A CONCRETE WALKWAY ON
 AQ0156'WEST SIDE OF SEAWALL.  DISK IS SET IN A DRILL HOLE ON WALKWAY.
 AQ0156'TIDAL STA I-48
 AQ0156
 AQ0156                          STATION RECOVERY (1990)
 AQ0156
 AQ0156'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0156'RECOVERED IN GOOD CONDITION.
 AQ0156
 AQ0156                          STATION RECOVERY (1991)
 AQ0156
 AQ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0156'IN DAYTONA BEACH, AT THE INTERSECTION OF OCEAN AVENUE AND MAIN STREET,
 AQ0156'IN THE EAST SIDE OF THE CONCRETE LANDING FOR THE BOARDWALK FUN
 AQ0156'CENTER, 70.8 M (232.3 FT) EAST OF THE AVENUE CENTER, 19.4 M
 AQ0156'(63.6 FT) NORTH OF THE STREET CENTER, 14.3 M (46.9 FT) EAST OF THE
 AQ0156'EAST FACE OF THE FUN CENTER, 9.0 M (29.5 FT) NORTH OF THE NORTHEAST
 AQ0156'CORNER OF AN ARCHWAY SPANNING MAIN STREET, 0.9 M (3.0 FT) WEST OF THE
 AQ0156'WEST EDGE OF THE LANDING, AND 0.9 M (3.0 FT) WEST OF THE NORTHWEST
 AQ0156'CORNER OF A SET OF STEPS LEADING TO THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1129 ***********************************************************************
 AQ1129  DESIGNATION -  872 1020 TIDAL 10
 AQ1129  PID         -  AQ1129
 AQ1129  STATE/COUNTY-  FL/VOLUSIA
 AQ1129  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1129
 AQ1129                         *CURRENT SURVEY CONTROL
 AQ1129  ___________________________________________________________________
 AQ1129* NAD 83(1986)-  29 13 41.     (N)    081 00 29.     (W)     SCALED    
 AQ1129* NAVD 88     -         6.654  (meters)      21.83   (feet)  ADJUSTED  
 AQ1129  ___________________________________________________________________
 AQ1129  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1129  DYNAMIC HT  -           6.644 (meters)      21.80  (feet)  COMP
 AQ1129  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 AQ1129
 AQ1129  VERT ORDER  -  FIRST     CLASS I
 AQ1129
 AQ1129.The horizontal coordinates were scaled from a topographic map and have
 AQ1129.an estimated accuracy of +/- 6 seconds.
 AQ1129
 AQ1129.The orthometric height was determined by differential leveling
 AQ1129.and adjusted by the National Geodetic Survey in June 1991..
 AQ1129
 AQ1129.The geoid height was determined by GEOID03.
 AQ1129
 AQ1129.The dynamic height is computed by dividing the NAVD 88
 AQ1129.geopotential number by the normal gravity value computed on the
 AQ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1129.degrees latitude (g = 980.6199 gals.).
 AQ1129
 AQ1129.The modeled gravity was interpolated from observed gravity values.
 AQ1129
 AQ1129;                    North         East    Units  Estimated Accuracy
 AQ1129;SPC FL E     -   542,310.      199,220.      MT  (+/- 180 meters Scaled)
 AQ1129
 AQ1129                          SUPERSEDED SURVEY CONTROL
 AQ1129
 AQ1129  NGVD 29 (09/01/92)    7.011  (m)           23.00   (f) ADJUSTED    1 1
 AQ1129
 AQ1129.Superseded values are not recommended for survey control.
 AQ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1129.See file dsdata.txt to determine how the superseded data were derived.
 AQ1129
 AQ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992332(NAD 83)
 AQ1129_MARKER: DJ = TIDAL STATION DISK
 AQ1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1129_SP_SET: SIDEWALK
 AQ1129_STAMPING: 10 1947
 AQ1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1129
 AQ1129  HISTORY     - Date     Condition        Report By
 AQ1129  HISTORY     - 1947     MONUMENTED       CGS
 AQ1129  HISTORY     - 1965     GOOD             NGS
 AQ1129  HISTORY     - 1977     GOOD             NGS
 AQ1129  HISTORY     - 19910315 MARK NOT FOUND   NGS
 AQ1129
 AQ1129                          STATION DESCRIPTION
 AQ1129
 AQ1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AQ1129'AT DAYTONA BEACH.
 AQ1129'AT DAYTONA BEACH, ALONG N. OCEAN AVENUE NEAR THE JUNCTION OF
 AQ1129'AUDITORIUM BOULEVARD, 25.0 FEET NORTHEAST OF THE CENTER OF THE
 AQ1129'JUNCTION, 2.0 FEET NORTH OF THE SOUTH END OF THE SIDEWALK, 2.0
 AQ1129'FEET EAST OF THE RETAINING WALL ALONG THE WEST SIDE OF THE
 AQ1129'SIDEWALK, 23.0 FEET SOUTHWEST OF THE HEAD OF STAIRS LEADING TO
 AQ1129'BEACH, AND SET IN THE TOP OF THE SIDEWALK.
 AQ1129
 AQ1129                          STATION RECOVERY (1977)
 AQ1129
 AQ1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1129'RECOVERED IN GOOD CONDITION.
 AQ1129
 AQ1129                          STATION RECOVERY (1991)
 AQ1129
 AQ1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1129'THE DESCRIBED AREA IS NOW A PARKING LOT.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1134 ***********************************************************************
 AQ1134  DESIGNATION -  872 1020 TIDAL 6
 AQ1134  PID         -  AQ1134
 AQ1134  STATE/COUNTY-  FL/VOLUSIA
 AQ1134  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1134
 AQ1134                         *CURRENT SURVEY CONTROL
 AQ1134  ___________________________________________________________________
 AQ1134* NAD 83(1986)-  29 13 36.     (N)    081 00 32.     (W)     SCALED    
 AQ1134* NAVD 88     -         4.428  (meters)      14.53   (feet)  ADJUSTED  
 AQ1134  ___________________________________________________________________
 AQ1134  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1134  DYNAMIC HT  -           4.422 (meters)      14.51  (feet)  COMP
 AQ1134  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AQ1134
 AQ1134  VERT ORDER  -  FIRST     CLASS I
 AQ1134
 AQ1134.The horizontal coordinates were scaled from a topographic map and have
 AQ1134.an estimated accuracy of +/- 6 seconds.
 AQ1134
 AQ1134.The orthometric height was determined by differential leveling
 AQ1134.and adjusted by the National Geodetic Survey in May 1994..
 AQ1134.WARNING-Repeat measurements at this control monument indicate possible
 AQ1134.vertical movement.
 AQ1134
 AQ1134.The geoid height was determined by GEOID03.
 AQ1134
 AQ1134.The dynamic height is computed by dividing the NAVD 88
 AQ1134.geopotential number by the normal gravity value computed on the
 AQ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1134.degrees latitude (g = 980.6199 gals.).
 AQ1134
 AQ1134.The modeled gravity was interpolated from observed gravity values.
 AQ1134
 AQ1134;                    North         East    Units  Estimated Accuracy
 AQ1134;SPC FL E     -   542,150.      199,140.      MT  (+/- 180 meters Scaled)
 AQ1134
 AQ1134                          SUPERSEDED SURVEY CONTROL
 AQ1134
 AQ1134  NAVD 88 (06/15/91)    4.418  (m)           14.49   (f) UNKNOWN     1 1
 AQ1134  NGVD 29 (09/01/92)    4.785  (m)           15.70   (f) ADJUSTED    1 1
 AQ1134
 AQ1134.Superseded values are not recommended for survey control.
 AQ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1134.See file dsdata.txt to determine how the superseded data were derived.
 AQ1134
 AQ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN991330(NAD 83)
 AQ1134_MARKER: DJ = TIDAL STATION DISK
 AQ1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1134_SP_SET: BUILDING
 AQ1134_STAMPING: 6 1925
 AQ1134_MARK LOGO: CGS   
 AQ1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1134+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 AQ1134
 AQ1134  HISTORY     - Date     Condition        Report By
 AQ1134  HISTORY     - 1925     MONUMENTED       CGS
 AQ1134  HISTORY     - 1976     GOOD             NGS
 AQ1134  HISTORY     - 19910315 GOOD             NGS
 AQ1134  HISTORY     - 20051110 POOR             USPSQD
 AQ1134  HISTORY     - 20060112 GOOD             USPSQD
 AQ1134
 AQ1134                          STATION DESCRIPTION
 AQ1134
 AQ1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AQ1134'AT DAYTONA BEACH.
 AQ1134'AT DAYTONA BEACH, VOLUSIA COUNTY, AT THE SOUTHEAST CORNER OF
 AQ1134'THE INTERSECTION OF MAIN STREET AND GRANDVIEW AVENUE, AT THE
 AQ1134'BUILDING AT 800 MAIN STREET KNOWN AS THE OLD SELDEN BUILDING, AT
 AQ1134'THE BASE OF THE SECOND PILLER EAST OF THE ENTRANCE, IN TOP OF THE
 AQ1134'FOUNDATION AND 2 FEET ABOVE THE SIDEWALK.  A DISK SET IN A DRILL
 AQ1134'HOLE IN THE TOP OF THE FOUNDATION.
 AQ1134
 AQ1134                          STATION RECOVERY (1991)
 AQ1134
 AQ1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1134'IN DAYTONA BEACH, AT 800 MAIN STREET, IN THE CONCRETE FOUNDATION OF
 AQ1134'FROGGYS SALOON AT 800 MAIN STREET, 9.1 M (29.9 FT) EAST OF THE
 AQ1134'NORTHWEST CORNER OF THE BUILDING, 8.9 M (29.2 FT) WEST OF THE
 AQ1134'NORTHEAST CORNER OF THE BUILDING, 8.4 M (27.6 FT) SOUTH OF THE STREET
 AQ1134'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.1 M
 AQ1134'(0.3 FT) NORTHWEST OF THE MOST EASTERLY OF 4 COLUMNS.
 AQ1134
 AQ1134                          STATION RECOVERY (2005)
 AQ1134
 AQ1134'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1134'THE MARK IS DIFFICULT TO READ BECAUSE BOTH THE MARK AND THE CONCRETE
 AQ1134'IT IS SET IN HAVE BEEN PAINTED OVER WITH A DARK BROWN PAINT.
 AQ1134
 AQ1134                          STATION RECOVERY (2006)
 AQ1134
 AQ1134'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1138 ***********************************************************************
 AQ1138  DESIGNATION -  872 1020 TIDAL 7
 AQ1138  PID         -  AQ1138
 AQ1138  STATE/COUNTY-  FL/VOLUSIA
 AQ1138  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1138
 AQ1138                         *CURRENT SURVEY CONTROL
 AQ1138  ___________________________________________________________________
 AQ1138* NAD 83(1986)-  29 13 36.     (N)    081 00 23.     (W)     SCALED    
 AQ1138* NAVD 88     -         2.968  (meters)       9.74   (feet)  ADJUSTED  
 AQ1138  ___________________________________________________________________
 AQ1138  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1138  DYNAMIC HT  -           2.964 (meters)       9.72  (feet)  COMP
 AQ1138  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 AQ1138
 AQ1138  VERT ORDER  -  FIRST     CLASS I
 AQ1138
 AQ1138.The horizontal coordinates were scaled from a topographic map and have
 AQ1138.an estimated accuracy of +/- 6 seconds.
 AQ1138
 AQ1138.The orthometric height was determined by differential leveling
 AQ1138.and adjusted by the National Geodetic Survey in June 1991..
 AQ1138.WARNING-Repeat measurements at this control monument indicate possible
 AQ1138.vertical movement.
 AQ1138
 AQ1138.The geoid height was determined by GEOID03.
 AQ1138
 AQ1138.The dynamic height is computed by dividing the NAVD 88
 AQ1138.geopotential number by the normal gravity value computed on the
 AQ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1138.degrees latitude (g = 980.6199 gals.).
 AQ1138
 AQ1138.The modeled gravity was interpolated from observed gravity values.
 AQ1138
 AQ1138;                    North         East    Units  Estimated Accuracy
 AQ1138;SPC FL E     -   542,150.      199,380.      MT  (+/- 180 meters Scaled)
 AQ1138
 AQ1138                          SUPERSEDED SURVEY CONTROL
 AQ1138
 AQ1138  NGVD 29 (09/01/92)    3.324  (m)           10.91   (f) ADJUSTED    1 1
 AQ1138
 AQ1138.Superseded values are not recommended for survey control.
 AQ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1138.See file dsdata.txt to determine how the superseded data were derived.
 AQ1138
 AQ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN993330(NAD 83)
 AQ1138_MARKER: DJ = TIDAL STATION DISK
 AQ1138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1138_SP_SET: RETAINING WALL
 AQ1138_STAMPING: 7 1927
 AQ1138_MARK LOGO: CGS   
 AQ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1138+STABILITY: SURFACE MOTION
 AQ1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1138+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 AQ1138
 AQ1138  HISTORY     - Date     Condition        Report By
 AQ1138  HISTORY     - 1927     MONUMENTED       CGS
 AQ1138  HISTORY     - 19910315 GOOD             NGS
 AQ1138  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1138
 AQ1138                          STATION DESCRIPTION
 AQ1138
 AQ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 AQ1138'AT DAYTONA BEACH.
 AQ1138'AT DAYTONA BEACH, VOLUSIA COUNTY, 154.5 FEET EAST OF THE
 AQ1138'INTERSECTION OF MAIN STREET AND OCEAN AVENUE, 44.8 FEET WEST
 AQ1138'OF THE WEST SIDE OF ARCHWAY OVER SIDEWALK TO BEACH, 25.5 FEET WEST
 AQ1138'OF STREET LIGHT, 18.6 FEET SOUTH OF THE CENTER OF MAIN STREET,
 AQ1138'7.9 FEET NORTH OF THE NORTH WALL OF BUILDING AND A DISK SET IN
 AQ1138'A DRILL HOLE IN THE SEA WALL ON THE NORTH SIDE OF SIDE WALK
 AQ1138'TO BEACH.
 AQ1138
 AQ1138                          STATION RECOVERY (1991)
 AQ1138
 AQ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1138'IN DAYTONA BEACH, AT THE INTERSECTION OF OCEAN AVENUE AND MAIN STREET,
 AQ1138'IN TOP OF A CONCRETE RETAINING WALL, 48.2 M (158.1 FT) EAST OF THE
 AQ1138'AVENUE CENTER, 14.6 M (47.9 FT) WEST OF THE WEST FACE OF THE ARCHWAY
 AQ1138'OVER MAIN STREET, 5.6 M (18.4 FT) SOUTH OF THE STREET CENTERLINE, AND
 AQ1138'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE STREET.
 AQ1138
 AQ1138                          STATION RECOVERY (2006)
 AQ1138
 AQ1138'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1138'MAY BE THERE BUT NOT FOUND.  CONCRETE ON TOP OF WALL LOOKS DIFFERENT
 AQ1138'FROM THE SIDES OF THE WALL.  RAILING ON TOP OF WALL DOES NOT LOOK LIKE
 AQ1138'IT WAS INSTALLED WITH THE ORIGINAL INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1137 ***********************************************************************
 AQ1137  DESIGNATION -  872 1020 TIDAL 9
 AQ1137  PID         -  AQ1137
 AQ1137  STATE/COUNTY-  FL/VOLUSIA
 AQ1137  USGS QUAD   -  DAYTONA BEACH (1993)
 AQ1137
 AQ1137                         *CURRENT SURVEY CONTROL
 AQ1137  ___________________________________________________________________
 AQ1137* NAD 83(1986)-  29 13 35.     (N)    081 00 37.     (W)     SCALED    
 AQ1137* NAVD 88     -         4.275  (meters)      14.03   (feet)  ADJUSTED  
 AQ1137  ___________________________________________________________________
 AQ1137  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AQ1137  DYNAMIC HT  -           4.269 (meters)      14.01  (feet)  COMP
 AQ1137  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 AQ1137
 AQ1137  VERT ORDER  -  FIRST     CLASS I
 AQ1137
 AQ1137.The horizontal coordinates were scaled from a topographic map and have
 AQ1137.an estimated accuracy of +/- 6 seconds.
 AQ1137
 AQ1137.The orthometric height was determined by differential leveling
 AQ1137.and adjusted by the National Geodetic Survey in September 1996..
 AQ1137.WARNING-Repeat measurements at this control monument indicate possible
 AQ1137.vertical movement.
 AQ1137
 AQ1137.The geoid height was determined by GEOID03.
 AQ1137
 AQ1137.The dynamic height is computed by dividing the NAVD 88
 AQ1137.geopotential number by the normal gravity value computed on the
 AQ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1137.degrees latitude (g = 980.6199 gals.).
 AQ1137
 AQ1137.The modeled gravity was interpolated from observed gravity values.
 AQ1137
 AQ1137;                    North         East    Units  Estimated Accuracy
 AQ1137;SPC FL E     -   542,120.      199,000.      MT  (+/- 180 meters Scaled)
 AQ1137
 AQ1137                          SUPERSEDED SURVEY CONTROL
 AQ1137
 AQ1137  NAVD 88 (06/15/91)    4.273  (m)           14.02   (f) UNKNOWN     1 1
 AQ1137  NGVD 29 (09/01/92)    4.631  (m)           15.19   (f) ADJUSTED    1 1
 AQ1137
 AQ1137.Superseded values are not recommended for survey control.
 AQ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1137.See file dsdata.txt to determine how the superseded data were derived.
 AQ1137
 AQ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN990330(NAD 83)
 AQ1137_MARKER: DJ = TIDAL STATION DISK
 AQ1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1137_SP_SET: FOUNDATION WALL
 AQ1137_STAMPING: 9 1927
 AQ1137_MARK LOGO: CGS   
 AQ1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1137+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 AQ1137
 AQ1137  HISTORY     - Date     Condition        Report By
 AQ1137  HISTORY     - 1927     MONUMENTED       CGS
 AQ1137  HISTORY     - 1976     GOOD             NGS
 AQ1137  HISTORY     - 19910315 GOOD             NGS
 AQ1137  HISTORY     - 20051110 GOOD             USPSQD
 AQ1137
 AQ1137                          STATION DESCRIPTION
 AQ1137
 AQ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AQ1137'AT DAYTONA BEACH.
 AQ1137'AT DAYTONA BEACH, VOLUSIA COUNTY, AT THE NORTHEAST CORNER OF
 AQ1137'THE INTERSECTION OF MAIN STREET AND WILD OLIVE AVENUE, ON THE
 AQ1137'WILD OLIVE AVENUE SIDE OF THE SECURITY FIRST FEDERAL SAVINGS
 AQ1137'BUILDING, 4 FEET FROM THE SOUTHWEST CORNER OF BUILDING, IN
 AQ1137'THE TOP OF THE WATER TABLE AND 3.5 FEET ABOVE THE SIDEWALK.  A
 AQ1137'STANDARD DISK SET IN A DRILL HOLE IN TOP OF THE WATER TABLE.
 AQ1137
 AQ1137                          STATION RECOVERY (1991)
 AQ1137
 AQ1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1137'IN DAYTONA BEACH, AT THE INTERSECTION OF MAIN STREET AND WILD OLIVE
 AQ1137'AVENUE, IN THE WEST FACE OF DIRTY HARRYS PUB AND PACKAGE STORE, 9.4 M
 AQ1137'(30.8 FT) NORTH OF THE STREET CENTERLINE, 6.2 M (20.3 FT) EAST OF THE
 AQ1137'AVENUE CENTERLINE, 1.2 M (3.9 FT) NORTH OF THE SOUTHWEST CORNER OF
 AQ1137'THE BUILDING, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE AVENUE.
 AQ1137
 AQ1137                          STATION RECOVERY (2005)
 AQ1137
 AQ1137'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2703 ***********************************************************************
 AQ2703  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2703  DESIGNATION -  872 1120 F TIDAL
 AQ2703  PID         -  AQ2703
 AQ2703  STATE/COUNTY-  FL/VOLUSIA
 AQ2703  USGS QUAD   -  PORT ORANGE (1993)
 AQ2703
 AQ2703                         *CURRENT SURVEY CONTROL
 AQ2703  ___________________________________________________________________
 AQ2703* NAD 83(1986)-  29 09 01.     (N)    080 58 07.     (W)     SCALED    
 AQ2703* NAVD 88     -         4.771  (meters)      15.65   (feet)  ADJUSTED  
 AQ2703  ___________________________________________________________________
 AQ2703  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ2703  DYNAMIC HT  -           4.764 (meters)      15.63  (feet)  COMP
 AQ2703  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AQ2703
 AQ2703  VERT ORDER  -  FIRST     CLASS II
 AQ2703
 AQ2703.The horizontal coordinates were scaled from a topographic map and have
 AQ2703.an estimated accuracy of +/- 6 seconds.
 AQ2703
 AQ2703.The orthometric height was determined by differential leveling
 AQ2703.and adjusted by the National Geodetic Survey in May 1994..
 AQ2703
 AQ2703.This Tidal Bench Mark is designated as VM 5279
 AQ2703.by the Center for Operational Oceanographic Products and Services.
 AQ2703
 AQ2703.The geoid height was determined by GEOID03.
 AQ2703
 AQ2703.The dynamic height is computed by dividing the NAVD 88
 AQ2703.geopotential number by the normal gravity value computed on the
 AQ2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2703.degrees latitude (g = 980.6199 gals.).
 AQ2703
 AQ2703.The modeled gravity was interpolated from observed gravity values.
 AQ2703
 AQ2703;                    North         East    Units  Estimated Accuracy
 AQ2703;SPC FL E     -   533,690.      203,050.      MT  (+/- 180 meters Scaled)
 AQ2703
 AQ2703                          SUPERSEDED SURVEY CONTROL
 AQ2703
 AQ2703  NGVD 29 (09/01/92)    5.134  (m)           16.84   (f) ADJUSTED    1 2
 AQ2703
 AQ2703.Superseded values are not recommended for survey control.
 AQ2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2703.See file dsdata.txt to determine how the superseded data were derived.
 AQ2703
 AQ2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN030246(NAD 83)
 AQ2703_MARKER: DJ = TIDAL STATION DISK
 AQ2703_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AQ2703_SP_SET: GALVANIZED STEEL ROD
 AQ2703_STAMPING: 1120 F 1978
 AQ2703_MARK LOGO: NOS   
 AQ2703_PROJECTION: FLUSH
 AQ2703_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ2703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AQ2703+STABILITY: POSITION/ELEVATION WELL
 AQ2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2703+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 AQ2703_ROD/PIPE-DEPTH: 9.1  meters
 AQ2703
 AQ2703  HISTORY     - Date     Condition        Report By
 AQ2703  HISTORY     - 1978     MONUMENTED       NOS
 AQ2703  HISTORY     - 19910314 GOOD             NGS
 AQ2703  HISTORY     - 20051114 MARK NOT FOUND   USPSQD
 AQ2703
 AQ2703                          STATION DESCRIPTION
 AQ2703
 AQ2703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ2703'IN DAYTON BEACH SHORES, AT THE INTERSECTION OF SOUTH ATLANTIC AND
 AQ2703'RAYMOND AVENUES, 8.8 M (28.9 FT) NORTHWEST OF THE CENTER OF RAYMOND
 AQ2703'AVENUE, 5.3 M (17.4 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF
 AQ2703'THE SOUTHBOUND LANES OF SOUTH ATLANTIC AVENUE, AND 0.5 M (1.6 FT)
 AQ2703'NORTHEAST OF UTILITY POLE NUMBER 38100990901.  NOTE--THE DISK IS
 AQ2703'ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 AQ2703
 AQ2703                          STATION RECOVERY (2005)
 AQ2703
 AQ2703'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ2703'THOROUGHLY PROBED AROUND THE DESCRIBED UTILITY POLE FOR A DISTANCE OF
 AQ2703'ABOUT THREE FT AND A DEPTH OF 1.5 FT WITH NO SUCCESS. THE MARK MAY
 AQ2703'HAVE BEEN DESTROYED SINCE THE CONCRETE WHERE THE MARK IS LOCATED IS
 AQ2703'NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1831 ***********************************************************************
 AQ1831  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1831  DESIGNATION -  872 1120 G TIDAL
 AQ1831  PID         -  AQ1831
 AQ1831  STATE/COUNTY-  FL/VOLUSIA
 AQ1831  USGS QUAD   -  PORT ORANGE (1993)
 AQ1831
 AQ1831                         *CURRENT SURVEY CONTROL
 AQ1831  ___________________________________________________________________
 AQ1831* NAD 83(1986)-  29 09 03.     (N)    080 58 08.     (W)     SCALED    
 AQ1831* NAVD 88     -         4.333  (meters)      14.22   (feet)  ADJUSTED  
 AQ1831  ___________________________________________________________________
 AQ1831  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1831  DYNAMIC HT  -           4.327 (meters)      14.20  (feet)  COMP
 AQ1831  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 AQ1831
 AQ1831  VERT ORDER  -  SECOND    CLASS II
 AQ1831
 AQ1831.The horizontal coordinates were scaled from a topographic map and have
 AQ1831.an estimated accuracy of +/- 6 seconds.
 AQ1831
 AQ1831.The orthometric height was determined by differential leveling
 AQ1831.and adjusted by the National Geodetic Survey in June 1991..
 AQ1831
 AQ1831.This Tidal Bench Mark is designated as VM 5280
 AQ1831.by the Center for Operational Oceanographic Products and Services.
 AQ1831
 AQ1831.The geoid height was determined by GEOID03.
 AQ1831
 AQ1831.The dynamic height is computed by dividing the NAVD 88
 AQ1831.geopotential number by the normal gravity value computed on the
 AQ1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1831.degrees latitude (g = 980.6199 gals.).
 AQ1831
 AQ1831.The modeled gravity was interpolated from observed gravity values.
 AQ1831
 AQ1831;                    North         East    Units  Estimated Accuracy
 AQ1831;SPC FL E     -   533,750.      203,030.      MT  (+/- 180 meters Scaled)
 AQ1831
 AQ1831                          SUPERSEDED SURVEY CONTROL
 AQ1831
 AQ1831  NGVD 29 (09/01/92)    4.697  (m)           15.41   (f) ADJUSTED    2 2
 AQ1831
 AQ1831.Superseded values are not recommended for survey control.
 AQ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1831.See file dsdata.txt to determine how the superseded data were derived.
 AQ1831
 AQ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN030246(NAD 83)
 AQ1831_MARKER: DJ = TIDAL STATION DISK
 AQ1831_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AQ1831_SP_SET: UNSPECIFIED DEEP
 AQ1831_STAMPING: 1120 G 1978
 AQ1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1831+STABILITY: SURFACE MOTION
 AQ1831
 AQ1831  HISTORY     - Date     Condition        Report By
 AQ1831  HISTORY     - 1978     MONUMENTED       NOS
 AQ1831  HISTORY     - 1978     GOOD             FLDT
 AQ1831  HISTORY     - 19910314 MARK NOT FOUND   NGS
 AQ1831
 AQ1831                          STATION DESCRIPTION
 AQ1831
 AQ1831'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1831'1.3 MI EAST FROM PORT ORANGE.
 AQ1831'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1831'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1831'SOUTH ATLANTIC AVENUE. THE MARK BEARS 21.8 FEET SOUTH OF THE CENTER
 AQ1831'LINE OF THE EASTBOUND LANE OF STATE ROAD A1A, 13 FEET WEST OF A GUY
 AQ1831'WIRE, AND 3.8 FEET EAST OF A POWER POLE.
 AQ1831'NO PREVIOUS DESCRIPTION AVAILABLE.
 AQ1831
 AQ1831                          STATION RECOVERY (1991)
 AQ1831
 AQ1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1831'THE MEASUREMENTS LEAD TO A NEW SIDEWALK.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1759 ***********************************************************************
 AQ1759  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1759  DESIGNATION -  872 1120 J TIDAL
 AQ1759  PID         -  AQ1759
 AQ1759  STATE/COUNTY-  FL/VOLUSIA
 AQ1759  USGS QUAD   -  PORT ORANGE (1993)
 AQ1759
 AQ1759                         *CURRENT SURVEY CONTROL
 AQ1759  ___________________________________________________________________
 AQ1759* NAD 83(1986)-  29 08 51.     (N)    080 57 59.     (W)     SCALED    
 AQ1759* NAVD 88     -         5.691  (meters)      18.67   (feet)  ADJUSTED  
 AQ1759  ___________________________________________________________________
 AQ1759  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1759  DYNAMIC HT  -           5.683 (meters)      18.64  (feet)  COMP
 AQ1759  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 AQ1759
 AQ1759  VERT ORDER  -  SECOND    CLASS I
 AQ1759
 AQ1759.The horizontal coordinates were scaled from a topographic map and have
 AQ1759.an estimated accuracy of +/- 6 seconds.
 AQ1759
 AQ1759.The orthometric height was determined by differential leveling
 AQ1759.and adjusted by the National Geodetic Survey in June 1991..
 AQ1759
 AQ1759.This Tidal Bench Mark is designated as VM 5282
 AQ1759.by the Center for Operational Oceanographic Products and Services.
 AQ1759
 AQ1759.The geoid height was determined by GEOID03.
 AQ1759
 AQ1759.The dynamic height is computed by dividing the NAVD 88
 AQ1759.geopotential number by the normal gravity value computed on the
 AQ1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1759.degrees latitude (g = 980.6199 gals.).
 AQ1759
 AQ1759.The modeled gravity was interpolated from observed gravity values.
 AQ1759
 AQ1759;                    North         East    Units  Estimated Accuracy
 AQ1759;SPC FL E     -   533,380.      203,270.      MT  (+/- 180 meters Scaled)
 AQ1759
 AQ1759                          SUPERSEDED SURVEY CONTROL
 AQ1759
 AQ1759  NGVD 29 (09/01/92)    6.059  (m)           19.88   (f) ADJUSTED    2 1
 AQ1759
 AQ1759.Superseded values are not recommended for survey control.
 AQ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1759.See file dsdata.txt to determine how the superseded data were derived.
 AQ1759
 AQ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN032243(NAD 83)
 AQ1759_MARKER: DJ = TIDAL STATION DISK
 AQ1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1759_SP_SET: STORM SEWER BASE
 AQ1759_STAMPING: 1120 J 1978
 AQ1759_MARK LOGO: NOS   
 AQ1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1759
 AQ1759  HISTORY     - Date     Condition        Report By
 AQ1759  HISTORY     - 1978     MONUMENTED       NOS
 AQ1759  HISTORY     - 1979     GOOD             FLDNR
 AQ1759  HISTORY     - 1987     GOOD             FLDNR
 AQ1759  HISTORY     - 1990     GOOD             USPSQD
 AQ1759  HISTORY     - 19950815 GOOD             USPSQD
 AQ1759
 AQ1759                          STATION DESCRIPTION
 AQ1759
 AQ1759'DESCRIBED BY FL DEPT OF NAT RES 1979
 AQ1759'1.5 MI SOUTH FROM DAYTONA BEACH SHORES.
 AQ1759'5 MILES SOUTH OF DAYTONA BEACH, AT ROBLE HOTEL,3621 ATLANTIC
 AQ1759'AVENUE, THE MARK BEARS 7.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AQ1759'OF ROBLE HOTEL, 35 FEET EAST OF THE CENTERLINE OF ATLANTIC
 AQ1759'AVENUE, AND 38 FEET NORTH OF POWER POLE NUMBER F361.
 AQ1759
 AQ1759                          STATION RECOVERY (1987)
 AQ1759
 AQ1759'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1759'RECOVERED IN GOOD CONDITION.
 AQ1759
 AQ1759                          STATION RECOVERY (1990)
 AQ1759
 AQ1759'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1759'RECOVERED IN GOOD CONDITION.
 AQ1759
 AQ1759                          STATION RECOVERY (1995)
 AQ1759
 AQ1759'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1371 ***********************************************************************
 AQ1371  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1371  DESIGNATION -  872 1120 TIDAL 1
 AQ1371  PID         -  AQ1371
 AQ1371  STATE/COUNTY-  FL/VOLUSIA
 AQ1371  USGS QUAD   -  PORT ORANGE (1993)
 AQ1371
 AQ1371                         *CURRENT SURVEY CONTROL
 AQ1371  ___________________________________________________________________
 AQ1371* NAD 83(1999)-  29 08 46.28949(N)    080 57 55.57669(W)     ADJUSTED  
 AQ1371* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 AQ1371  ___________________________________________________________________
 AQ1371  X           -     875,434.675 (meters)                     COMP
 AQ1371  Y           -  -5,505,779.672 (meters)                     COMP
 AQ1371  Z           -   3,088,051.290 (meters)                     COMP
 AQ1371  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AQ1371  ELLIP HEIGHT-         -24.04  (meters)          (05/31/01) GPS OBS
 AQ1371  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1371  DYNAMIC HT  -           4.298 (meters)      14.10  (feet)  COMP
 AQ1371  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AQ1371
 AQ1371  HORZ ORDER  -  B
 AQ1371  VERT ORDER  -  FIRST     CLASS II
 AQ1371  ELLP ORDER  -  FIFTH     CLASS I
 AQ1371
 AQ1371.The horizontal coordinates were established by GPS observations
 AQ1371.and adjusted by the National Geodetic Survey in May 2001..
 AQ1371
 AQ1371.The orthometric height was determined by differential leveling
 AQ1371.and adjusted by the National Geodetic Survey in May 1994..
 AQ1371
 AQ1371.This Tidal Bench Mark is designated as VM 5274
 AQ1371.by the Center for Operational Oceanographic Products and Services.
 AQ1371
 AQ1371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1371
 AQ1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ1371
 AQ1371.The ellipsoidal height was determined by GPS observations
 AQ1371.and is referenced to NAD 83.
 AQ1371
 AQ1371.The geoid height was determined by GEOID03.
 AQ1371
 AQ1371.The dynamic height is computed by dividing the NAVD 88
 AQ1371.geopotential number by the normal gravity value computed on the
 AQ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1371.degrees latitude (g = 980.6199 gals.).
 AQ1371
 AQ1371.The modeled gravity was interpolated from observed gravity values.
 AQ1371
 AQ1371;                    North         East     Units Scale Factor Converg.
 AQ1371;SPC FL E     -   533,233.010   203,362.739   MT  0.99994132   +0 01 00.6
 AQ1371;SPC FL E     - 1,749,448.63    667,199.25   sFT  0.99994132   +0 01 00.6
 AQ1371;UTM  17      - 3,224,183.054   503,361.592   MT  0.99960014   +0 01 00.6
 AQ1371
 AQ1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1371!SPC FL E     -   1.00000378  x   0.99994132  =   0.99994510
 AQ1371!UTM  17      -   1.00000378  x   0.99960014  =   0.99960391
 AQ1371
 AQ1371                          SUPERSEDED SURVEY CONTROL
 AQ1371
 AQ1371  NAD 83(1990)-  29 08 46.28830(N)    080 57 55.57611(W) AD(       ) B
 AQ1371  ELLIP H (06/02/94)  -24.06   (m)                       GP(       ) 3 1
 AQ1371  NAVD 88 (06/15/91)    4.299  (m)           14.10   (f) UNKNOWN     1 2
 AQ1371  NGVD 29 (09/01/92)    4.668  (m)           15.31   (f) ADJUSTED    1 2
 AQ1371
 AQ1371.Superseded values are not recommended for survey control.
 AQ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1371.See file dsdata.txt to determine how the superseded data were derived.
 AQ1371
 AQ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0336224183(NAD 83)
 AQ1371_MARKER: DJ = TIDAL STATION DISK
 AQ1371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1371_SP_SET: RETAINING WALL
 AQ1371_STAMPING: NO 1 1966
 AQ1371_MARK LOGO: CGS   
 AQ1371_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1371+STABILITY: SURFACE MOTION
 AQ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1371+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1993
 AQ1371
 AQ1371  HISTORY     - Date     Condition        Report By
 AQ1371  HISTORY     - 1966     MONUMENTED       CGS
 AQ1371  HISTORY     - 1975     GOOD             FLHD
 AQ1371  HISTORY     - 1979     GOOD             FLDNR
 AQ1371  HISTORY     - 1990     GOOD             USPSQD
 AQ1371  HISTORY     - 19910314 GOOD             NGS
 AQ1371  HISTORY     - 19930210 GOOD             NGS
 AQ1371  HISTORY     - 20030411 GOOD             FL-127
 AQ1371  HISTORY     - 20051114 GOOD             USPSQD
 AQ1371
 AQ1371                          STATION DESCRIPTION
 AQ1371
 AQ1371'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1371'1.6 MI E FROM PORT ORANGE.
 AQ1371'BENCH MARK 1 (1966) IS A STANDARD DISK, STAMPED NO 1 1966,
 AQ1371'SET IN TOP OF SECOND CONCRETE STEP FROM TOP LEADING DOWN TO
 AQ1371'BEACH FROM SUNGLOW FISHING PIER PARKING AREA.  IT IS AT WEST
 AQ1371'END OF THE PIER, 100 YARDS EAST OF ATLANTIC AVENUE AND 1 1/2
 AQ1371'FEET SOUTH OF SOUTH EDGE OF PIER.
 AQ1371
 AQ1371                          STATION RECOVERY (1979)
 AQ1371
 AQ1371'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1371'RECOVERED IN GOOD CONDITION.
 AQ1371
 AQ1371                          STATION RECOVERY (1990)
 AQ1371
 AQ1371'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1371'RECOVERED IN GOOD CONDITION.
 AQ1371
 AQ1371                          STATION RECOVERY (1991)
 AQ1371
 AQ1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1371'IN DAYTONA BEACH SHORES, AT 3703 SOUTH ATLANTIC AVENUE, IN A CONCRETE
 AQ1371'RETAINING WALL AT THE WEST END OF THE SUNGLOW FISHING PIER, 14.2 M
 AQ1371'(46.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PIER SIDE INN AT
 AQ1371'3703 SOUTH ATLANTIC AVENUE, 2.5 M (8.2 FT) SOUTHEAST OF THE CENTER OF
 AQ1371'THE PIER, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE PIER.
 AQ1371
 AQ1371                          STATION RECOVERY (1993)
 AQ1371
 AQ1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AQ1371'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF DAYTONA BEACH,
 AQ1371'IN DAYTONA BEACH SHORES, AT 3701 SOUTH ATLANTIC AVENUE, IN A CONCRETE
 AQ1371'RETAINING WALL AT THE WEST END OF THE SUNGLOW FISHING PIER.
 AQ1371'OWNERSHIP--UNKNOWN.
 AQ1371'TI REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 AQ1371'ROAD 4075 (SOUTH ATLANTIC AVENUE) IN DAYTONA SHORES, GO SOUTH ON
 AQ1371'SOUTH ATLANTIC AVENUE FOR 0.64 KM (0.40 MI) TO THE SUNGLOW FISHING
 AQ1371'PIER ON THE LEFT AND PARKING LOT.  TURN LEFT AND GO EAST INTO PARKING
 AQ1371'LOT FOR ABOUT 80 M (262.5 FT) TO THE WEST END OF THE PIER AND THE
 AQ1371'STATION IN THE STEPS OF THE RETAINING WALL LEADING TO THE BEACH.
 AQ1371'LOCATED 14.2 M (46.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PIER
 AQ1371'SIDE INN AT 3701 SOUTH ATLANTIC AVENUE, 2.5 M (8.2 FT) SOUTHEAST OF
 AQ1371'THE CENTER OF THE PIER, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AQ1371'PIER.
 AQ1371'NOTE, THE 2.220 METER (7.283 FT) FIXED HEIGHT KIN POLE SHOULD BE USED
 AQ1371'FOR THE ANTENNA AND CONES USED FOR PEDESTRIAIN TRAFFIC.
 AQ1371
 AQ1371                          STATION RECOVERY (2003)
 AQ1371
 AQ1371'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ1371'RECOVERED IN GOOD CONDITION.
 AQ1371
 AQ1371                          STATION RECOVERY (2005)
 AQ1371
 AQ1371'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1371'THE CONCRETE STEPS DESCRIBED HAVE BEEN REMOVED. THE MARK IS STILL
 AQ1371'LOCATED IN WHAT WAS THE SECOND CONCRETE STEP. THAT STEP REMAINS IT NOW
 AQ1371'SITS ATOP THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1367 ***********************************************************************
 AQ1367  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1367  DESIGNATION -  872 1120 TIDAL 2
 AQ1367  PID         -  AQ1367
 AQ1367  STATE/COUNTY-  FL/VOLUSIA
 AQ1367  USGS QUAD   -  PORT ORANGE (1993)
 AQ1367
 AQ1367                         *CURRENT SURVEY CONTROL
 AQ1367  ___________________________________________________________________
 AQ1367* NAD 83(1986)-  29 08 56.     (N)    080 58 04.     (W)     SCALED    
 AQ1367* NAVD 88     -         5.109  (meters)      16.76   (feet)  ADJUSTED  
 AQ1367  ___________________________________________________________________
 AQ1367  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1367  DYNAMIC HT  -           5.101 (meters)      16.74  (feet)  COMP
 AQ1367  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AQ1367
 AQ1367  VERT ORDER  -  FIRST     CLASS II
 AQ1367
 AQ1367.The horizontal coordinates were scaled from a topographic map and have
 AQ1367.an estimated accuracy of +/- 6 seconds.
 AQ1367
 AQ1367.The orthometric height was determined by differential leveling
 AQ1367.and adjusted by the National Geodetic Survey in May 1994..
 AQ1367
 AQ1367.This Tidal Bench Mark is designated as VM 5275
 AQ1367.by the Center for Operational Oceanographic Products and Services.
 AQ1367
 AQ1367.The geoid height was determined by GEOID03.
 AQ1367
 AQ1367.The dynamic height is computed by dividing the NAVD 88
 AQ1367.geopotential number by the normal gravity value computed on the
 AQ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1367.degrees latitude (g = 980.6199 gals.).
 AQ1367
 AQ1367.The modeled gravity was interpolated from observed gravity values.
 AQ1367
 AQ1367;                    North         East    Units  Estimated Accuracy
 AQ1367;SPC FL E     -   533,530.      203,140.      MT  (+/- 180 meters Scaled)
 AQ1367
 AQ1367                          SUPERSEDED SURVEY CONTROL
 AQ1367
 AQ1367  NAVD 88 (06/15/91)    5.102  (m)           16.74   (f) UNKNOWN     1 2
 AQ1367  NGVD 29 (09/01/92)    5.471  (m)           17.95   (f) ADJUSTED    1 2
 AQ1367
 AQ1367.Superseded values are not recommended for survey control.
 AQ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1367.See file dsdata.txt to determine how the superseded data were derived.
 AQ1367
 AQ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN031244(NAD 83)
 AQ1367_MARKER: DJ = TIDAL STATION DISK
 AQ1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1367_SP_SET: FOUNDATION
 AQ1367_STAMPING: NO 2 1966
 AQ1367_MARK LOGO: CGS   
 AQ1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1367+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 AQ1367
 AQ1367  HISTORY     - Date     Condition        Report By
 AQ1367  HISTORY     - 1966     MONUMENTED       CGS
 AQ1367  HISTORY     - 1975     GOOD             FLHD
 AQ1367  HISTORY     - 1979     GOOD             FLDNR
 AQ1367  HISTORY     - 1990     GOOD             USPSQD
 AQ1367  HISTORY     - 19910314 GOOD             NGS
 AQ1367  HISTORY     - 20030123 GOOD             USPSQD
 AQ1367  HISTORY     - 20050529 GOOD             USPSQD
 AQ1367
 AQ1367                          STATION DESCRIPTION
 AQ1367
 AQ1367'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1367'1.6 MI E FROM PORT ORANGE.
 AQ1367'BENCH MARK 2 (1966) IS A STANDARD DISK, STAMPED NO 2 1966, SET
 AQ1367'IN TOP OF SOUTH SIDE OF ROUNDED CONCRETE BASE OF A STORM
 AQ1367'SEWER, ON SOUTHEAST CORNER OF DEMOTTE AND ATLANTIC AVENUES.
 AQ1367'IT IS 3 1/2 FEET EAST OF EAST CURB OF ATLANTIC AVENUE, 13 1/2
 AQ1367'FEET SOUTHWEST OF A FIREPLUG, 37 FEET SOUTH OF CENTERLINE OF
 AQ1367'DEMOTTE AVENUE AND 0.15 MILE SOUTH OF INTERSECTION OF ATLANTIC
 AQ1367'AVENUE AND DUNLAWTON BLVD.
 AQ1367
 AQ1367                          STATION RECOVERY (1979)
 AQ1367
 AQ1367'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1367'RECOVERED IN GOOD CONDITION.
 AQ1367
 AQ1367                          STATION RECOVERY (1990)
 AQ1367
 AQ1367'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1367'RECOVERED IN GOOD CONDITION.
 AQ1367
 AQ1367                          STATION RECOVERY (1991)
 AQ1367
 AQ1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1367'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF SOUTH ATLANTIC AND
 AQ1367'DEMOTTE AVENUES, IN THE SOUTH SIDE OF THE CONCRETE FOUNDATION FOR A
 AQ1367'SEWER MANHOLE COVER, 10.5 M (34.4 FT) SOUTHEAST OF THE CENTER OF
 AQ1367'DEMOTTE AVENUE, AND 5.3 M (17.4 FT) NORTHEAST OF AND LEVEL WITH THE
 AQ1367'CENTERLINE OF THE NORTHBOUND LANES OF SOUTH ATLANTIC AVENUE.
 AQ1367
 AQ1367                          STATION RECOVERY (2003)
 AQ1367
 AQ1367'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJB)
 AQ1367'RECOVERED IN GOOD CONDITION.
 AQ1367
 AQ1367                          STATION RECOVERY (2005)
 AQ1367
 AQ1367'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1366 ***********************************************************************
 AQ1366  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1366  DESIGNATION -  872 1120 TIDAL 3
 AQ1366  PID         -  AQ1366
 AQ1366  STATE/COUNTY-  FL/VOLUSIA
 AQ1366  USGS QUAD   -  PORT ORANGE (1993)
 AQ1366
 AQ1366                         *CURRENT SURVEY CONTROL
 AQ1366  ___________________________________________________________________
 AQ1366* NAD 83(1986)-  29 09 04.     (N)    080 58 06.     (W)     SCALED    
 AQ1366* NAVD 88     -         5.450  (meters)      17.88   (feet)  ADJUSTED  
 AQ1366  ___________________________________________________________________
 AQ1366  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1366  DYNAMIC HT  -           5.443 (meters)      17.86  (feet)  COMP
 AQ1366  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 AQ1366
 AQ1366  VERT ORDER  -  FIRST     CLASS II
 AQ1366
 AQ1366.The horizontal coordinates were scaled from a topographic map and have
 AQ1366.an estimated accuracy of +/- 6 seconds.
 AQ1366
 AQ1366.The orthometric height was determined by differential leveling
 AQ1366.and adjusted by the National Geodetic Survey in June 1991..
 AQ1366
 AQ1366.This Tidal Bench Mark is designated as VM 5276
 AQ1366.by the Center for Operational Oceanographic Products and Services.
 AQ1366
 AQ1366.The geoid height was determined by GEOID03.
 AQ1366
 AQ1366.The dynamic height is computed by dividing the NAVD 88
 AQ1366.geopotential number by the normal gravity value computed on the
 AQ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1366.degrees latitude (g = 980.6199 gals.).
 AQ1366
 AQ1366.The modeled gravity was interpolated from observed gravity values.
 AQ1366
 AQ1366;                    North         East    Units  Estimated Accuracy
 AQ1366;SPC FL E     -   533,780.      203,080.      MT  (+/- 180 meters Scaled)
 AQ1366
 AQ1366                          SUPERSEDED SURVEY CONTROL
 AQ1366
 AQ1366  NGVD 29 (09/01/92)    5.815  (m)           19.08   (f) ADJUSTED    1 2
 AQ1366
 AQ1366.Superseded values are not recommended for survey control.
 AQ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1366.See file dsdata.txt to determine how the superseded data were derived.
 AQ1366
 AQ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN030247(NAD 83)
 AQ1366_MARKER: DJ = TIDAL STATION DISK
 AQ1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1366_SP_SET: FOUNDATION
 AQ1366_STAMPING: NO 3 1966
 AQ1366_MARK LOGO: CGS   
 AQ1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1366+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 AQ1366
 AQ1366  HISTORY     - Date     Condition        Report By
 AQ1366  HISTORY     - 1966     MONUMENTED       CGS
 AQ1366  HISTORY     - 1975     GOOD             FLHD
 AQ1366  HISTORY     - 1979     GOOD             FLDNR
 AQ1366  HISTORY     - 1990     GOOD             USPSQD
 AQ1366  HISTORY     - 19910314 GOOD             NGS
 AQ1366  HISTORY     - 20030123 GOOD             USPSQD
 AQ1366  HISTORY     - 20050529 GOOD             USPSQD
 AQ1366
 AQ1366                          STATION DESCRIPTION
 AQ1366
 AQ1366'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1366'1.6 MI E FROM PORT ORANGE.
 AQ1366'BENCH MARK 3 (1966) IS A STANDARD DISK, STAMPED NO 3 1966, SET
 AQ1366'IN TOP OF SOUTH SIDE OF ROUNDED CONCRETE BASE FOR A STORM
 AQ1366'SEWER ON NORTHEAST CORNER OF DUNLAWTON AND ATLANTIC AVENUES
 AQ1366'ABOUT 0.3 MILE SOUTH ALONG ATLANTIC AVENUE FROM DAYTONA BEACH
 AQ1366'SHORES CITY HALL.  IT IS 3 FEET EAST OF EAST CURB OF ATLANTIC
 AQ1366'AVENUE, 14 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF PONCE DE
 AQ1366'LEON MOTEL, AND 12 1/2 FEET NORTH OF EXTENDED NORTH CURB OF THE
 AQ1366'BOULEVARD.
 AQ1366
 AQ1366                          STATION RECOVERY (1979)
 AQ1366
 AQ1366'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1366'RECOVERED IN GOOD CONDITION.
 AQ1366
 AQ1366                          STATION RECOVERY (1990)
 AQ1366
 AQ1366'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1366'RECOVERED IN GOOD CONDITION.
 AQ1366
 AQ1366                          STATION RECOVERY (1991)
 AQ1366
 AQ1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1366'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF DUNLAWTON BOULEVARD
 AQ1366'AND SOUTH ATLANTIC AVENUE, IN THE SOUTH SIDE OF THE CONCRETE
 AQ1366'FOUNDATION FOR A SEWER MANHOLE COVER, 10.0 M (32.8 FT) NORTHWEST OF
 AQ1366'THE EXTENDED CENTER OF THE BOULEVARD, AND 7.0 M (23.0 FT) NORTHEAST
 AQ1366'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AQ1366'AVENUE.
 AQ1366
 AQ1366                          STATION RECOVERY (2003)
 AQ1366
 AQ1366'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJB)
 AQ1366'RECOVERED IN GOOD CONDITION.
 AQ1366
 AQ1366                          STATION RECOVERY (2005)
 AQ1366
 AQ1366'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1373 ***********************************************************************
 AQ1373  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1373  DESIGNATION -  872 1120 TIDAL 4
 AQ1373  PID         -  AQ1373
 AQ1373  STATE/COUNTY-  FL/VOLUSIA
 AQ1373  USGS QUAD   -  PORT ORANGE (1993)
 AQ1373
 AQ1373                         *CURRENT SURVEY CONTROL
 AQ1373  ___________________________________________________________________
 AQ1373* NAD 83(1986)-  29 08 46.     (N)    080 57 54.     (W)     SCALED    
 AQ1373* NAVD 88     -         5.944  (meters)      19.50   (feet)  ADJUSTED  
 AQ1373  ___________________________________________________________________
 AQ1373  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1373  DYNAMIC HT  -           5.936 (meters)      19.48  (feet)  COMP
 AQ1373  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AQ1373
 AQ1373  VERT ORDER  -  FIRST     CLASS II
 AQ1373
 AQ1373.The horizontal coordinates were scaled from a topographic map and have
 AQ1373.an estimated accuracy of +/- 6 seconds.
 AQ1373
 AQ1373.The orthometric height was determined by differential leveling
 AQ1373.and adjusted by the National Geodetic Survey in May 1994..
 AQ1373
 AQ1373.This Tidal Bench Mark is designated as VM 5277
 AQ1373.by the Center for Operational Oceanographic Products and Services.
 AQ1373
 AQ1373.The geoid height was determined by GEOID03.
 AQ1373
 AQ1373.The dynamic height is computed by dividing the NAVD 88
 AQ1373.geopotential number by the normal gravity value computed on the
 AQ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1373.degrees latitude (g = 980.6199 gals.).
 AQ1373
 AQ1373.The modeled gravity was interpolated from observed gravity values.
 AQ1373
 AQ1373;                    North         East    Units  Estimated Accuracy
 AQ1373;SPC FL E     -   533,220.      203,410.      MT  (+/- 180 meters Scaled)
 AQ1373
 AQ1373                          SUPERSEDED SURVEY CONTROL
 AQ1373
 AQ1373  NAVD 88 (06/15/91)    5.941  (m)           19.49   (f) UNKNOWN     1 2
 AQ1373  NGVD 29 (09/01/92)    6.310  (m)           20.70   (f) ADJUSTED    1 2
 AQ1373
 AQ1373.Superseded values are not recommended for survey control.
 AQ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1373.See file dsdata.txt to determine how the superseded data were derived.
 AQ1373
 AQ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN034241(NAD 83)
 AQ1373_MARKER: DJ = TIDAL STATION DISK
 AQ1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1373_SP_SET: FOUNDATION
 AQ1373_STAMPING: NO 4 1970
 AQ1373_MARK LOGO: CGS   
 AQ1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1373+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 AQ1373
 AQ1373  HISTORY     - Date     Condition        Report By
 AQ1373  HISTORY     - 1970     MONUMENTED       NGS
 AQ1373  HISTORY     - 1978     GOOD             FLDT
 AQ1373  HISTORY     - 1979     GOOD             FLDNR
 AQ1373  HISTORY     - 1990     GOOD             USPSQD
 AQ1373  HISTORY     - 19910314 GOOD             NGS
 AQ1373  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1373
 AQ1373                          STATION DESCRIPTION
 AQ1373
 AQ1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ1373'1.5 MI S FROM DAYTONA BEACH SHORES.
 AQ1373'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY A 1 A AND SOUTH
 AQ1373'ATLANTIC AVENUE FROM THE CITY HALL BUILDING AT DAYTONA BEACH
 AQ1373'SHORES, NEAR THE MAIN ENTRANCE TO THE SUNGLOW FISHING PIER,
 AQ1373'SET IN THE TOP OF THE SOUTH SIDE OF A STORM SEWER, 2.9 FEET
 AQ1373'EAST OF THE EAST CURB OF SOUTH ATLANTIC AVENUE, 16 FEET NORTHWEST
 AQ1373'OF A METAL POST THAT SUPPORTS A SIGN WHICH READS SUNGLOW FISHING
 AQ1373'PIER, 300 FEET WEST OF THE WEST END OF THE FISHING PIER, 11
 AQ1373'FEET SOUTH OF A POWER POLE, AND ABOUT LEVEL WITH THE AVENUE.
 AQ1373'SECTION 2, T 16 S, R 33 E
 AQ1373
 AQ1373                          STATION RECOVERY (1978)
 AQ1373
 AQ1373'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1373'RECOVERED IN GOOD CONDITION.
 AQ1373
 AQ1373                          STATION RECOVERY (1979)
 AQ1373
 AQ1373'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1373'RECOVERED IN GOOD CONDITION.
 AQ1373
 AQ1373                          STATION RECOVERY (1990)
 AQ1373
 AQ1373'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1373'RECOVERED IN GOOD CONDITION.
 AQ1373
 AQ1373                          STATION RECOVERY (1991)
 AQ1373
 AQ1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1373'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF SOUTH ATLANTIC AND
 AQ1373'PHILLIS AVENUES, IN THE NORTH SIDE OF THE CONCRETE FOUNDATION FOR A
 AQ1373'SEWER MANHOLE COVER, 8.6 M (28.2 FT) NORTHWEST OF THE CENTER OF THE
 AQ1373'ENTRANCE TO THE SUNGLOW FISHING PIER, 7.8 M (25.6 FT) SOUTHEAST OF
 AQ1373'THE CENTER OF PHILLIS AVENUE, AND 5.2 M (17.1 FT) NORTHEAST OF THE
 AQ1373'CENTERLINE OF THE NORTHBOUND LANES OF SOUTH ATLANTIC AVENUE.
 AQ1373
 AQ1373                          STATION RECOVERY (2006)
 AQ1373
 AQ1373'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1373'MARK MAY BE THERE UNDER A LARGE GARBAGE DUMPSTER CONTAINER THAT COVERS
 AQ1373'ALL BUT THE EAST PART OF THE FOUNDATION FOR THE DRAIN.  IF IT IS
 AQ1373'THERE, IT IS PROBABLY DEFACED FROM THE RASING AND DROPPING OF THE
 AQ1373'CONTAINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1563 ***********************************************************************
 AQ1563  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1563  DESIGNATION -  872 1120 TIDAL 5
 AQ1563  PID         -  AQ1563
 AQ1563  STATE/COUNTY-  FL/VOLUSIA
 AQ1563  USGS QUAD   -  PORT ORANGE (1993)
 AQ1563
 AQ1563                         *CURRENT SURVEY CONTROL
 AQ1563  ___________________________________________________________________
 AQ1563* NAD 83(1986)-  29 08 51.     (N)    080 58 01.     (W)     SCALED    
 AQ1563* NAVD 88     -         5.737  (meters)      18.82   (feet)  ADJUSTED  
 AQ1563  ___________________________________________________________________
 AQ1563  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AQ1563  DYNAMIC HT  -           5.729 (meters)      18.80  (feet)  COMP
 AQ1563  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 AQ1563
 AQ1563  VERT ORDER  -  SECOND    CLASS I
 AQ1563
 AQ1563.The horizontal coordinates were scaled from a topographic map and have
 AQ1563.an estimated accuracy of +/- 6 seconds.
 AQ1563
 AQ1563.The orthometric height was determined by differential leveling
 AQ1563.and adjusted by the National Geodetic Survey in June 1991..
 AQ1563
 AQ1563.This Tidal Bench Mark is designated as VM 5278
 AQ1563.by the Center for Operational Oceanographic Products and Services.
 AQ1563
 AQ1563.The geoid height was determined by GEOID03.
 AQ1563
 AQ1563.The dynamic height is computed by dividing the NAVD 88
 AQ1563.geopotential number by the normal gravity value computed on the
 AQ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1563.degrees latitude (g = 980.6199 gals.).
 AQ1563
 AQ1563.The modeled gravity was interpolated from observed gravity values.
 AQ1563
 AQ1563;                    North         East    Units  Estimated Accuracy
 AQ1563;SPC FL E     -   533,380.      203,220.      MT  (+/- 180 meters Scaled)
 AQ1563
 AQ1563                          SUPERSEDED SURVEY CONTROL
 AQ1563
 AQ1563  NGVD 29 (09/01/92)    6.106  (m)           20.03   (f) ADJUSTED    2 1
 AQ1563
 AQ1563.Superseded values are not recommended for survey control.
 AQ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1563.See file dsdata.txt to determine how the superseded data were derived.
 AQ1563
 AQ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN032243(NAD 83)
 AQ1563_MARKER: DJ = TIDAL STATION DISK
 AQ1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1563_SP_SET: STORM SEWER BASE
 AQ1563_STAMPING: NO 5 1974
 AQ1563_MARK LOGO: NOS   
 AQ1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1563
 AQ1563  HISTORY     - Date     Condition        Report By
 AQ1563  HISTORY     - 1974     MONUMENTED       NOS
 AQ1563  HISTORY     - 1975     GOOD             FLHD
 AQ1563  HISTORY     - 1987     GOOD             FLDNR
 AQ1563  HISTORY     - 19950815 GOOD             USPSQD
 AQ1563  HISTORY     - 20060112 GOOD             USPSQD
 AQ1563
 AQ1563                          STATION DESCRIPTION
 AQ1563
 AQ1563'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1563'1.6 MI E FROM PORT ORANGE.
 AQ1563'THE BENCH MARK IS A STANDARD DISK, STAMPED 5 1974, SET IN THE
 AQ1563'CONCRETE BASE FOR A STORM SEWER ON THE SOUTHWEST CORNER OF THE
 AQ1563'INTERSECTION OF DAHLIA AND SOUTH ATLANTIC AVENUE.  THE MARK
 AQ1563'IS 0.3 MILES SOUTH ALONG ATLANTIC AVENUE FROM THE DAYTONA
 AQ1563'BEACH SHORES CITY HALL.
 AQ1563
 AQ1563                          STATION RECOVERY (1987)
 AQ1563
 AQ1563'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1563'BEGIN AT THE JUNCTION OF ATLANTIC AVENUE AND DUNLAWTON AVENUE, GO 0.3
 AQ1563'MILE SOUTHEAST ALONG ATLANTIC AVENUE TO THE JUNCTION OF DAHLIA AVENUE
 AQ1563'AND THE MARK.  THE MARK IS SET IN THE CONCRETE BASE OF A STORM SEWER
 AQ1563'ON THE SOUTHWEST CORNER OF THE JUNCTION OF ATLANTIC AVENUE AND DAHLIA
 AQ1563'AVENUE.
 AQ1563
 AQ1563                          STATION RECOVERY (1995)
 AQ1563
 AQ1563'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1563'RECOVERED IN GOOD CONDITION.
 AQ1563
 AQ1563                          STATION RECOVERY (2006)
 AQ1563
 AQ1563'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2614 ***********************************************************************
 AQ2614  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2614  DESIGNATION -  872 1136 A TIDAL
 AQ2614  PID         -  AQ2614
 AQ2614  STATE/COUNTY-  FL/VOLUSIA
 AQ2614  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2614
 AQ2614                         *CURRENT SURVEY CONTROL
 AQ2614  ___________________________________________________________________
 AQ2614* NAD 83(1986)-  29 04 59.     (N)    080 57 57.     (W)     SCALED    
 AQ2614* NAVD 88     -         1.084  (meters)       3.56   (feet)  ADJUSTED  
 AQ2614  ___________________________________________________________________
 AQ2614  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ2614  DYNAMIC HT  -           1.082 (meters)       3.55  (feet)  COMP
 AQ2614  MODELED GRAV-     979,260.6   (mgal)                       NAVD 88
 AQ2614
 AQ2614  VERT ORDER  -  FIRST     CLASS II
 AQ2614
 AQ2614.The horizontal coordinates were scaled from a topographic map and have
 AQ2614.an estimated accuracy of +/- 6 seconds.
 AQ2614
 AQ2614.The orthometric height was determined by differential leveling
 AQ2614.and adjusted by the National Geodetic Survey in May 1994..
 AQ2614
 AQ2614.This Tidal Bench Mark is designated as VM 5285
 AQ2614.by the Center for Operational Oceanographic Products and Services.
 AQ2614
 AQ2614.The geoid height was determined by GEOID03.
 AQ2614
 AQ2614.The dynamic height is computed by dividing the NAVD 88
 AQ2614.geopotential number by the normal gravity value computed on the
 AQ2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2614.degrees latitude (g = 980.6199 gals.).
 AQ2614
 AQ2614.The modeled gravity was interpolated from observed gravity values.
 AQ2614
 AQ2614;                    North         East    Units  Estimated Accuracy
 AQ2614;SPC FL E     -   526,240.      203,330.      MT  (+/- 180 meters Scaled)
 AQ2614
 AQ2614                          SUPERSEDED SURVEY CONTROL
 AQ2614
 AQ2614  NAVD 88 (??/??/92)    1.086  (m)            3.56   (f) POSTED      3  
 AQ2614  NGVD 29 (09/01/92)    1.452  (m)            4.76   (f) ADJUSTED    1 2
 AQ2614
 AQ2614.Superseded values are not recommended for survey control.
 AQ2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2614.See file dsdata.txt to determine how the superseded data were derived.
 AQ2614
 AQ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033171(NAD 83)
 AQ2614_MARKER: DD = SURVEY DISK
 AQ2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2614_SP_SET: CONCRETE POST
 AQ2614_STAMPING: 1136 A 1978 C.L.B.
 AQ2614_MARK LOGO: FLDNR 
 AQ2614_PROJECTION: RECESSED 3 CENTIMETERS
 AQ2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2614+STABILITY: SURFACE MOTION
 AQ2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2614+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 AQ2614
 AQ2614  HISTORY     - Date     Condition        Report By
 AQ2614  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ2614  HISTORY     - 1985     GOOD             FLDNR
 AQ2614  HISTORY     - 19910312 GOOD             NGS
 AQ2614
 AQ2614                          STATION DESCRIPTION
 AQ2614
 AQ2614'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2614'2.45 MI NW FROM NEW SMYRNA BEACH.
 AQ2614'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2614'GO 2.45 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AQ2614'BEARS 30.8 FEET NORTHEAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND,
 AQ2614'7.5 FEET SOUTHEAST OF POWER POLE 11921, 540 FEET SOUTHEAST OF THE
 AQ2614'EAST CORNER OF THE SOUTHERNMOST BRIDGE OF THREE BRIDGES OVER SPRUCE
 AQ2614'CREEK, 630 FEET NORTHWEST OF TIDAL MARK 1136 B 1978 CLB, AND 1.3 FEET
 AQ2614'SOUTHWEST OF A WITNESS POST.
 AQ2614
 AQ2614                          STATION RECOVERY (1991)
 AQ2614
 AQ2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2614'7.9 KM (4.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2614'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 9.3
 AQ2614'M (30.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AQ2614'THE HIGHWAY, 2.0 M (6.6 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY
 AQ2614'CABLES, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 AQ2614'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AQ2614'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2613 ***********************************************************************
 AQ2613  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2613  DESIGNATION -  872 1136 B TIDAL
 AQ2613  PID         -  AQ2613
 AQ2613  STATE/COUNTY-  FL/VOLUSIA
 AQ2613  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2613
 AQ2613                         *CURRENT SURVEY CONTROL
 AQ2613  ___________________________________________________________________
 AQ2613* NAD 83(1986)-  29 04 58.     (N)    080 57 54.     (W)     SCALED    
 AQ2613* NAVD 88     -         1.180  (meters)       3.87   (feet)  POSTED    
 AQ2613  ___________________________________________________________________
 AQ2613  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ2613  DYNAMIC HT  -           1.180 (meters)       3.87  (feet)  COMP
 AQ2613  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 AQ2613
 AQ2613  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2613
 AQ2613.The horizontal coordinates were scaled from a topographic map and have
 AQ2613.an estimated accuracy of +/- 6 seconds.
 AQ2613
 AQ2613.The orthometric height was determined by differential leveling
 AQ2613.and adjusted by the National Geodetic Survey in 1992..
 AQ2613.No vertical observational check was made to the station.
 AQ2613.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2613.was located on a no-check spur therefore a value was not computed.
 AQ2613
 AQ2613.This Tidal Bench Mark is designated as VM 5286
 AQ2613.by the Center for Operational Oceanographic Products and Services.
 AQ2613
 AQ2613.The geoid height was determined by GEOID03.
 AQ2613
 AQ2613.The dynamic height is computed by dividing the NAVD 88
 AQ2613.geopotential number by the normal gravity value computed on the
 AQ2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2613.degrees latitude (g = 980.6199 gals.).
 AQ2613
 AQ2613.The modeled gravity was interpolated from observed gravity values.
 AQ2613
 AQ2613;                    North         East    Units  Estimated Accuracy
 AQ2613;SPC FL E     -   526,210.      203,410.      MT  (+/- 180 meters Scaled)
 AQ2613
 AQ2613                          SUPERSEDED SURVEY CONTROL
 AQ2613
 AQ2613  NGVD 29 (09/01/92)    1.548  (m)            5.08   (f) ADJUSTED    1 2
 AQ2613
 AQ2613.Superseded values are not recommended for survey control.
 AQ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2613.See file dsdata.txt to determine how the superseded data were derived.
 AQ2613
 AQ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN034171(NAD 83)
 AQ2613_MARKER: DD = SURVEY DISK
 AQ2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2613_SP_SET: CONCRETE POST
 AQ2613_STAMPING: 1136 B 1978 C.L.B.
 AQ2613_MARK LOGO: FLDNR 
 AQ2613_PROJECTION: RECESSED 10 CENTIMETERS
 AQ2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2613+STABILITY: SURFACE MOTION
 AQ2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2613+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 AQ2613
 AQ2613  HISTORY     - Date     Condition        Report By
 AQ2613  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ2613  HISTORY     - 1985     GOOD             FLDNR
 AQ2613  HISTORY     - 19910312 GOOD             NGS
 AQ2613
 AQ2613                          STATION DESCRIPTION
 AQ2613
 AQ2613'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2613'2.35 MI NW FROM NEW SMYRNA BEACH.
 AQ2613'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2613'GO 2.35 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AQ2613'BEARS 29.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 5
 AQ2613'FEET SOUTHEAST OF POWER POLE 11917, 525 FEET NORTHWEST OF TIDAL MARK
 AQ2613'1136 C 1978 CLB, 0.2 MILE SOUTHEAST OF THE SOUTHERNMOST BRIDGE OF
 AQ2613'THREE BRIDGES OVER SPRUCE CREEK, 1.8 FEET SOUTHWEST OF A WITNESS
 AQ2613'POST, AND 630 FEET SOUTHEAST OF TIDAL MARK 1136 A 1978 CLB.
 AQ2613
 AQ2613                          STATION RECOVERY (1991)
 AQ2613
 AQ2613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2613'7.7 KM (4.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2613'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 11.5
 AQ2613'M (37.7 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A BILLBOARD, 9.1 M
 AQ2613'(29.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AQ2613'HIGHWAY, 1.6 M (5.2 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT)
 AQ2613'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 AQ2613'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AQ2613'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2612 ***********************************************************************
 AQ2612  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2612  DESIGNATION -  872 1136 C TIDAL
 AQ2612  PID         -  AQ2612
 AQ2612  STATE/COUNTY-  FL/VOLUSIA
 AQ2612  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2612
 AQ2612                         *CURRENT SURVEY CONTROL
 AQ2612  ___________________________________________________________________
 AQ2612* NAD 83(1986)-  29 04 56.     (N)    080 57 51.     (W)     SCALED    
 AQ2612* NAVD 88     -         1.748  (meters)       5.73   (feet)  POSTED    
 AQ2612  ___________________________________________________________________
 AQ2612  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ2612  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 AQ2612  MODELED GRAV-     979,260.8   (mgal)                       NAVD 88
 AQ2612
 AQ2612  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2612
 AQ2612.The horizontal coordinates were scaled from a topographic map and have
 AQ2612.an estimated accuracy of +/- 6 seconds.
 AQ2612
 AQ2612.The orthometric height was determined by differential leveling
 AQ2612.and adjusted by the National Geodetic Survey in 1992..
 AQ2612.No vertical observational check was made to the station.
 AQ2612.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2612.was located on a no-check spur therefore a value was not computed.
 AQ2612
 AQ2612.This Tidal Bench Mark is designated as VM 5287
 AQ2612.by the Center for Operational Oceanographic Products and Services.
 AQ2612
 AQ2612.The geoid height was determined by GEOID03.
 AQ2612
 AQ2612.The dynamic height is computed by dividing the NAVD 88
 AQ2612.geopotential number by the normal gravity value computed on the
 AQ2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2612.degrees latitude (g = 980.6199 gals.).
 AQ2612
 AQ2612.The modeled gravity was interpolated from observed gravity values.
 AQ2612
 AQ2612;                    North         East    Units  Estimated Accuracy
 AQ2612;SPC FL E     -   526,140.      203,490.      MT  (+/- 180 meters Scaled)
 AQ2612
 AQ2612                          SUPERSEDED SURVEY CONTROL
 AQ2612
 AQ2612  NGVD 29 (09/01/92)    2.116  (m)            6.94   (f) ADJUSTED    1 2
 AQ2612
 AQ2612.Superseded values are not recommended for survey control.
 AQ2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2612.See file dsdata.txt to determine how the superseded data were derived.
 AQ2612
 AQ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN034170(NAD 83)
 AQ2612_MARKER: DD = SURVEY DISK
 AQ2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2612_SP_SET: CONCRETE POST
 AQ2612_STAMPING: 1136 C 1978 C.L.B.
 AQ2612_MARK LOGO: FLDNR 
 AQ2612_PROJECTION: RECESSED 5 CENTIMETERS
 AQ2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2612+STABILITY: SURFACE MOTION
 AQ2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2612+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 AQ2612
 AQ2612  HISTORY     - Date     Condition        Report By
 AQ2612  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ2612  HISTORY     - 1985     GOOD             FLDNR
 AQ2612  HISTORY     - 19910312 GOOD             NGS
 AQ2612
 AQ2612                          STATION DESCRIPTION
 AQ2612
 AQ2612'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2612'2.25 MI NW FROM NEW SMYRNA BEACH.
 AQ2612'THE MARK IS 2 FT BELOW HIGHWAY.
 AQ2612'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2612'GO 2.25 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AQ2612'BEARS 35.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND,
 AQ2612'3.6 FEET NORTHEAST OF POWER POLE 11914, 0.3 MILE SOUTHEAST OF THE
 AQ2612'SOUTHERNMOST BRIDGE OF THREE BRIDGES OVER SPRUCE CREEK, 1.5 FEET
 AQ2612'SOUTHWEST OF A WITNESS POST, AND 525 FEET SOUTHEAST OF TIDAL MARK
 AQ2612'1136 B 1978 CLB.
 AQ2612
 AQ2612                          STATION RECOVERY (1991)
 AQ2612
 AQ2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2612'7.6 KM (4.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2612'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 9.3
 AQ2612'M (30.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AQ2612'THE HIGHWAY, 1.7 M (5.6 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT)
 AQ2612'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 AQ2612'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2615 ***********************************************************************
 AQ2615  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2615  DESIGNATION -  872 1136 D TIDAL
 AQ2615  PID         -  AQ2615
 AQ2615  STATE/COUNTY-  FL/VOLUSIA
 AQ2615  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2615
 AQ2615                         *CURRENT SURVEY CONTROL
 AQ2615  ___________________________________________________________________
 AQ2615* NAD 83(1986)-  29 05 01.     (N)    080 58 01.     (W)     SCALED    
 AQ2615* NAVD 88     -         1.861  (meters)       6.11   (feet)  POSTED    
 AQ2615  ___________________________________________________________________
 AQ2615  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ2615  DYNAMIC HT  -           1.860 (meters)       6.10  (feet)  COMP
 AQ2615  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 AQ2615
 AQ2615  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2615
 AQ2615.The horizontal coordinates were scaled from a topographic map and have
 AQ2615.an estimated accuracy of +/- 6 seconds.
 AQ2615
 AQ2615.The orthometric height was determined by differential leveling
 AQ2615.and adjusted by the National Geodetic Survey in 1992..
 AQ2615.No vertical observational check was made to the station.
 AQ2615.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2615.was located on a no-check spur therefore a value was not computed.
 AQ2615
 AQ2615.This Tidal Bench Mark is designated as VM 5288
 AQ2615.by the Center for Operational Oceanographic Products and Services.
 AQ2615
 AQ2615.The geoid height was determined by GEOID03.
 AQ2615
 AQ2615.The dynamic height is computed by dividing the NAVD 88
 AQ2615.geopotential number by the normal gravity value computed on the
 AQ2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2615.degrees latitude (g = 980.6199 gals.).
 AQ2615
 AQ2615.The modeled gravity was interpolated from observed gravity values.
 AQ2615
 AQ2615;                    North         East    Units  Estimated Accuracy
 AQ2615;SPC FL E     -   526,300.      203,220.      MT  (+/- 180 meters Scaled)
 AQ2615
 AQ2615                          SUPERSEDED SURVEY CONTROL
 AQ2615
 AQ2615  NGVD 29 (09/01/92)    2.228  (m)            7.31   (f) ADJUSTED    1 2
 AQ2615
 AQ2615.Superseded values are not recommended for survey control.
 AQ2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2615.See file dsdata.txt to determine how the superseded data were derived.
 AQ2615
 AQ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN032172(NAD 83)
 AQ2615_MARKER: DD = SURVEY DISK
 AQ2615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2615_SP_SET: ABUTMENT
 AQ2615_STAMPING: 1136 D 1978
 AQ2615_MARK LOGO: FLHD  
 AQ2615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2615+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 AQ2615
 AQ2615  HISTORY     - Date     Condition        Report By
 AQ2615  HISTORY     - 1978     MONUMENTED       FLDT
 AQ2615  HISTORY     - 1985     GOOD             FLDNR
 AQ2615  HISTORY     - 19910313 GOOD             NGS
 AQ2615
 AQ2615                          STATION DESCRIPTION
 AQ2615
 AQ2615'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2615'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2615'THE MARK IS 1 FT ABOVE HIGHWAY.
 AQ2615'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2615'GO 2.55 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS
 AQ2615'SET AT THE SOUTHEAST ABUTMENT OF THE SOUTHERNMOST BRIDGE OF THREE
 AQ2615'BRIDGES OVER SPRUCE CREEK, 19 FEET NORTHEAST OF THE CENTERLINE OF
 AQ2615'U.S. 1 NORTHBOUND.
 AQ2615
 AQ2615                          STATION RECOVERY (1991)
 AQ2615
 AQ2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2615'8.0 KM (5.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2615'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, IN
 AQ2615'TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 AQ2615'SOUTHEAST CONCRETE ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING
 AQ2615'SPRUCE CREEK, AND 5.8 M (19.0 FT) NORTHEAST OF AND LEVEL WITH THE
 AQ2615'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2616 ***********************************************************************
 AQ2616  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2616  DESIGNATION -  872 1136 E TIDAL
 AQ2616  PID         -  AQ2616
 AQ2616  STATE/COUNTY-  FL/VOLUSIA
 AQ2616  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2616
 AQ2616                         *CURRENT SURVEY CONTROL
 AQ2616  ___________________________________________________________________
 AQ2616* NAD 83(1986)-  29 05 01.     (N)    080 58 01.     (W)     SCALED    
 AQ2616* NAVD 88     -         1.842  (meters)       6.04   (feet)  POSTED    
 AQ2616  ___________________________________________________________________
 AQ2616  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ2616  DYNAMIC HT  -           1.840 (meters)       6.04  (feet)  COMP
 AQ2616  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 AQ2616
 AQ2616  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2616
 AQ2616.The horizontal coordinates were scaled from a topographic map and have
 AQ2616.an estimated accuracy of +/- 6 seconds.
 AQ2616
 AQ2616.The orthometric height was determined by differential leveling
 AQ2616.and adjusted by the National Geodetic Survey in 1992..
 AQ2616.No vertical observational check was made to the station.
 AQ2616.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2616.was located on a no-check spur therefore a value was not computed.
 AQ2616
 AQ2616.This Tidal Bench Mark is designated as VM 5289
 AQ2616.by the Center for Operational Oceanographic Products and Services.
 AQ2616
 AQ2616.The geoid height was determined by GEOID03.
 AQ2616
 AQ2616.The dynamic height is computed by dividing the NAVD 88
 AQ2616.geopotential number by the normal gravity value computed on the
 AQ2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2616.degrees latitude (g = 980.6199 gals.).
 AQ2616
 AQ2616.The modeled gravity was interpolated from observed gravity values.
 AQ2616
 AQ2616;                    North         East    Units  Estimated Accuracy
 AQ2616;SPC FL E     -   526,300.      203,220.      MT  (+/- 180 meters Scaled)
 AQ2616
 AQ2616                          SUPERSEDED SURVEY CONTROL
 AQ2616
 AQ2616  NGVD 29 (09/01/92)    2.209  (m)            7.25   (f) ADJUSTED    2 1
 AQ2616
 AQ2616.Superseded values are not recommended for survey control.
 AQ2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2616.See file dsdata.txt to determine how the superseded data were derived.
 AQ2616
 AQ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN032172(NAD 83)
 AQ2616_MARKER: DB = BENCH MARK DISK
 AQ2616_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2616_SP_SET: BRIDGE ABUTMENT WINGWALL
 AQ2616_STAMPING: 1136 E 1978
 AQ2616_MARK LOGO: FLDT  
 AQ2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2616+STABILITY: SURFACE MOTION
 AQ2616
 AQ2616  HISTORY     - Date     Condition        Report By
 AQ2616  HISTORY     - 1978     MONUMENTED       FLDT
 AQ2616  HISTORY     - 1985     GOOD             FLDNR
 AQ2616  HISTORY     - 1987     GOOD             FLDNR
 AQ2616
 AQ2616                          STATION DESCRIPTION
 AQ2616
 AQ2616'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2616'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2616'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2616'GO 2.55 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS
 AQ2616'SET AT THE SOUTHEAST ABUTMENT OF THE SOUTHERNMOST BRIDGE OF THREE
 AQ2616'BRIDGES OVER SPRUCE CREEK, 18.2 FEET NORTHEAST OF THE CENTERLINE OF
 AQ2616'U.S. 1 SOUTHBOUND, AND 0.5 FOOT SOUTHEAST OF A WITNESS POST.
 AQ2616'THE MARK IS 1 FT ABOVE HIGHWAY.
 AQ2616
 AQ2616                          STATION RECOVERY (1987)
 AQ2616
 AQ2616'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ2616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2617 ***********************************************************************
 AQ2617  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2617  DESIGNATION -  872 1136 F TIDAL
 AQ2617  PID         -  AQ2617
 AQ2617  STATE/COUNTY-  FL/VOLUSIA
 AQ2617  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2617
 AQ2617                         *CURRENT SURVEY CONTROL
 AQ2617  ___________________________________________________________________
 AQ2617* NAD 83(1986)-  29 05 03.     (N)    080 58 02.     (W)     SCALED    
 AQ2617* NAVD 88     -         2.463  (meters)       8.08   (feet)  POSTED    
 AQ2617  ___________________________________________________________________
 AQ2617  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ2617  DYNAMIC HT  -           2.460 (meters)       8.07  (feet)  COMP
 AQ2617  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 AQ2617
 AQ2617  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AQ2617
 AQ2617.The horizontal coordinates were scaled from a topographic map and have
 AQ2617.an estimated accuracy of +/- 6 seconds.
 AQ2617
 AQ2617.The orthometric height was determined by differential leveling
 AQ2617.and adjusted by the National Geodetic Survey in 1992..
 AQ2617.No vertical observational check was made to the station.
 AQ2617.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AQ2617.was located on a no-check spur therefore a value was not computed.
 AQ2617
 AQ2617.This Tidal Bench Mark is designated as VM 5290
 AQ2617.by the Center for Operational Oceanographic Products and Services.
 AQ2617
 AQ2617.The geoid height was determined by GEOID03.
 AQ2617
 AQ2617.The dynamic height is computed by dividing the NAVD 88
 AQ2617.geopotential number by the normal gravity value computed on the
 AQ2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2617.degrees latitude (g = 980.6199 gals.).
 AQ2617
 AQ2617.The modeled gravity was interpolated from observed gravity values.
 AQ2617
 AQ2617;                    North         East    Units  Estimated Accuracy
 AQ2617;SPC FL E     -   526,360.      203,190.      MT  (+/- 180 meters Scaled)
 AQ2617
 AQ2617                          SUPERSEDED SURVEY CONTROL
 AQ2617
 AQ2617  NGVD 29 (09/01/92)    2.830  (m)            9.28   (f) ADJUSTED    1 2
 AQ2617
 AQ2617.Superseded values are not recommended for survey control.
 AQ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2617.See file dsdata.txt to determine how the superseded data were derived.
 AQ2617
 AQ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN031173(NAD 83)
 AQ2617_MARKER: DD = SURVEY DISK
 AQ2617_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2617_SP_SET: ABUTMENT
 AQ2617_STAMPING: 1136 F 1978
 AQ2617_MARK LOGO: FLHD  
 AQ2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2617+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 AQ2617
 AQ2617  HISTORY     - Date     Condition        Report By
 AQ2617  HISTORY     - 1978     MONUMENTED       FLDT
 AQ2617  HISTORY     - 1985     GOOD             FLDNR
 AQ2617  HISTORY     - 19910313 GOOD             NGS
 AQ2617
 AQ2617                          STATION DESCRIPTION
 AQ2617
 AQ2617'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2617'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2617'THE MARK IS 1 FT ABOVE HIGHWAY.
 AQ2617'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2617'GO 2.55 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS
 AQ2617'SET AT THE NORTHWEST ABUTMENT OF THE SOUTHERNMOST BRIDGE OF THREE
 AQ2617'BRIDGES OVER SPRUCE CREEK, 19 FEET SOUTHWEST OF THE CENTERLINE OF
 AQ2617'U.S. 1 SOUTHBOUND.
 AQ2617
 AQ2617                          STATION RECOVERY (1991)
 AQ2617
 AQ2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2617'8.1 KM (5.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2617'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, IN
 AQ2617'TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 AQ2617'NORTHWEST CONCRETE ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING
 AQ2617'SPRUCE CREEK, AND 6.1 SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF
 AQ2617'THE SOUTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2726 ***********************************************************************
 AQ2726  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2726  DESIGNATION -  872 1136 G TIDAL
 AQ2726  PID         -  AQ2726
 AQ2726  STATE/COUNTY-  FL/VOLUSIA
 AQ2726  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2726
 AQ2726                         *CURRENT SURVEY CONTROL
 AQ2726  ___________________________________________________________________
 AQ2726* NAD 83(1986)-  29 05 03.     (N)    080 58 02.     (W)     SCALED    
 AQ2726* NAVD 88     -         2.443  (meters)       8.02   (feet)  ADJUSTED  
 AQ2726  ___________________________________________________________________
 AQ2726  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ2726  DYNAMIC HT  -           2.440 (meters)       8.01  (feet)  COMP
 AQ2726  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 AQ2726
 AQ2726  VERT ORDER  -  SECOND    CLASS I
 AQ2726
 AQ2726.The horizontal coordinates were scaled from a topographic map and have
 AQ2726.an estimated accuracy of +/- 6 seconds.
 AQ2726
 AQ2726.The orthometric height was determined by differential leveling
 AQ2726.and adjusted by the National Geodetic Survey in September 1996..
 AQ2726
 AQ2726.This Tidal Bench Mark is designated as VM 16575
 AQ2726.by the Center for Operational Oceanographic Products and Services.
 AQ2726
 AQ2726.The geoid height was determined by GEOID03.
 AQ2726
 AQ2726.The dynamic height is computed by dividing the NAVD 88
 AQ2726.geopotential number by the normal gravity value computed on the
 AQ2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2726.degrees latitude (g = 980.6199 gals.).
 AQ2726
 AQ2726.The modeled gravity was interpolated from observed gravity values.
 AQ2726
 AQ2726;                    North         East    Units  Estimated Accuracy
 AQ2726;SPC FL E     -   526,360.      203,190.      MT  (+/- 180 meters Scaled)
 AQ2726
 AQ2726                          SUPERSEDED SURVEY CONTROL
 AQ2726
 AQ2726  NGVD 29 (09/01/92)    2.810  (m)            9.22   (f) ADJUSTED    2 1
 AQ2726
 AQ2726.Superseded values are not recommended for survey control.
 AQ2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2726.See file dsdata.txt to determine how the superseded data were derived.
 AQ2726
 AQ2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN031173(NAD 83)
 AQ2726_MARKER: DB = BENCH MARK DISK
 AQ2726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2726_SP_SET: BRIDGE ABUTMENT WINGWALL
 AQ2726_STAMPING: 1136 G
 AQ2726_MARK LOGO: FLDT  
 AQ2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2726+STABILITY: SURFACE MOTION
 AQ2726
 AQ2726  HISTORY     - Date     Condition        Report By
 AQ2726  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2726  HISTORY     - 1987     GOOD             FLDNR
 AQ2726
 AQ2726                          STATION DESCRIPTION
 AQ2726
 AQ2726'DESCRIBED BY FL DEPT OF NAT RES 1987
 AQ2726'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2726'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2726'GO 2.6 MILES NORTH ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET
 AQ2726'IN THE NORTHWEST ABUTMENT OF THE NORTH BOUND BRIDGE.  THE BRIDGE IS
 AQ2726'THE SOUTHMOST BRIDGE OF THREE SETS OF BRIDGES OVER SPRUCE CREEK.  THE
 AQ2726'MARK BEARS 18.3 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AQ2726'U.S. HIGHWAY 1, AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF
 AQ2726'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2697 ***********************************************************************
 AQ2697  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2697  DESIGNATION -  872 1136 H TIDAL
 AQ2697  PID         -  AQ2697
 AQ2697  STATE/COUNTY-  FL/VOLUSIA
 AQ2697  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ2697
 AQ2697                         *CURRENT SURVEY CONTROL
 AQ2697  ___________________________________________________________________
 AQ2697* NAD 83(1986)-  29 05 24.     (N)    080 58 12.     (W)     SCALED    
 AQ2697* NAVD 88     -         1.215  (meters)       3.99   (feet)  ADJUSTED  
 AQ2697  ___________________________________________________________________
 AQ2697  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AQ2697  DYNAMIC HT  -           1.213 (meters)       3.98  (feet)  COMP
 AQ2697  MODELED GRAV-     979,260.8   (mgal)                       NAVD 88
 AQ2697
 AQ2697  VERT ORDER  -  FIRST     CLASS II
 AQ2697
 AQ2697.The horizontal coordinates were scaled from a topographic map and have
 AQ2697.an estimated accuracy of +/- 6 seconds.
 AQ2697
 AQ2697.The orthometric height was determined by differential leveling
 AQ2697.and adjusted by the National Geodetic Survey in May 1994..
 AQ2697
 AQ2697.This Tidal Bench Mark is designated as VM 16576
 AQ2697.by the Center for Operational Oceanographic Products and Services.
 AQ2697
 AQ2697.The geoid height was determined by GEOID03.
 AQ2697
 AQ2697.The dynamic height is computed by dividing the NAVD 88
 AQ2697.geopotential number by the normal gravity value computed on the
 AQ2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2697.degrees latitude (g = 980.6199 gals.).
 AQ2697
 AQ2697.The modeled gravity was interpolated from observed gravity values.
 AQ2697
 AQ2697;                    North         East    Units  Estimated Accuracy
 AQ2697;SPC FL E     -   527,010.      202,920.      MT  (+/- 180 meters Scaled)
 AQ2697
 AQ2697                          SUPERSEDED SURVEY CONTROL
 AQ2697
 AQ2697  NGVD 29 (09/01/92)    1.580  (m)            5.18   (f) ADJUSTED    1 2
 AQ2697
 AQ2697.Superseded values are not recommended for survey control.
 AQ2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2697.See file dsdata.txt to determine how the superseded data were derived.
 AQ2697
 AQ2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN029179(NAD 83)
 AQ2697_MARKER: DJ = TIDAL STATION DISK
 AQ2697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AQ2697_SP_SET: STAINLESS STEEL ROD
 AQ2697_STAMPING: 1136 H 1987
 AQ2697_MARK LOGO: NOS   
 AQ2697_PROJECTION: FLUSH
 AQ2697_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ2697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AQ2697+STABILITY: POSITION/ELEVATION WELL
 AQ2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2697+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 AQ2697_ROD/PIPE-DEPTH: 13.4 meters
 AQ2697
 AQ2697  HISTORY     - Date     Condition        Report By
 AQ2697  HISTORY     - 1987     MONUMENTED       NOS
 AQ2697  HISTORY     - 19910313 GOOD             NGS
 AQ2697
 AQ2697                          STATION DESCRIPTION
 AQ2697
 AQ2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ2697'8.8 KM (5.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2697'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 44.0
 AQ2697'M (144.4 FT) SOUTH OF THE CENTER OF HARBOR ROAD, 11.4 M (37.4 FT)
 AQ2697'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AQ2697'HIGHWAY, 3.4 M (11.2 FT) SOUTH OF A UTILITY POLE WITH 3 GUY CABLES,
 AQ2697'AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS
 AQ2697'ENCASED IN A 6-INCH PVC PIPE THAT IS RECESSED 0.1 M (0.3 FT) BELOW
 AQ2697'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1528 ***********************************************************************
 AQ1528  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1528  DESIGNATION -  872 1138 TIDAL 1
 AQ1528  PID         -  AQ1528
 AQ1528  STATE/COUNTY-  FL/VOLUSIA
 AQ1528  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1528
 AQ1528                         *CURRENT SURVEY CONTROL
 AQ1528  ___________________________________________________________________
 AQ1528* NAD 83(1986)-  29 04 55.     (N)    080 56 05.     (W)     SCALED    
 AQ1528* NAVD 88     -         1.118  (meters)       3.67   (feet)  ADJUSTED  
 AQ1528  ___________________________________________________________________
 AQ1528  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1528  DYNAMIC HT  -           1.116 (meters)       3.66  (feet)  COMP
 AQ1528  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 AQ1528
 AQ1528  VERT ORDER  -  SECOND    CLASS I
 AQ1528
 AQ1528.The horizontal coordinates were scaled from a topographic map and have
 AQ1528.an estimated accuracy of +/- 6 seconds.
 AQ1528
 AQ1528.The orthometric height was determined by differential leveling
 AQ1528.and adjusted by the National Geodetic Survey in June 1991..
 AQ1528
 AQ1528.This Tidal Bench Mark is designated as VM 5294
 AQ1528.by the Center for Operational Oceanographic Products and Services.
 AQ1528
 AQ1528.The geoid height was determined by GEOID03.
 AQ1528
 AQ1528.The dynamic height is computed by dividing the NAVD 88
 AQ1528.geopotential number by the normal gravity value computed on the
 AQ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1528.degrees latitude (g = 980.6199 gals.).
 AQ1528
 AQ1528.The modeled gravity was interpolated from observed gravity values.
 AQ1528
 AQ1528;                    North         East    Units  Estimated Accuracy
 AQ1528;SPC FL E     -   526,110.      206,360.      MT  (+/- 180 meters Scaled)
 AQ1528
 AQ1528                          SUPERSEDED SURVEY CONTROL
 AQ1528
 AQ1528  NGVD 29 (09/01/92)    1.488  (m)            4.88   (f) ADJUSTED    2 1
 AQ1528
 AQ1528.Superseded values are not recommended for survey control.
 AQ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1528.See file dsdata.txt to determine how the superseded data were derived.
 AQ1528
 AQ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063170(NAD 83)
 AQ1528_MARKER: DJ = TIDAL STATION DISK
 AQ1528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1528_SP_SET: SEAWALL
 AQ1528_STAMPING: 1 1974
 AQ1528_MARK LOGO: NOS   
 AQ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1528+STABILITY: SURFACE MOTION
 AQ1528
 AQ1528  HISTORY     - Date     Condition        Report By
 AQ1528  HISTORY     - 1974     MONUMENTED       NOS
 AQ1528  HISTORY     - 19751001 GOOD             FLDNR
 AQ1528  HISTORY     - 1986     GOOD             FLDNR
 AQ1528
 AQ1528                          STATION DESCRIPTION
 AQ1528
 AQ1528'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1528'IN PONCE PARK, AT TIMMONS CAMP, AT SOUTHEAST CORNER OF PIER, 1.5 FT
 AQ1528'(0.5 M) SOUTH OF CONCRETE RAMP TO PIER, ABOUT 20 FT (6.1 M) SOUTH OF
 AQ1528'CONCRETE SEAWALL ON SOUTH SIDE OF BOAT SLIP, AND ABOUT 110 FT
 AQ1528'(33.5 M) NORTHWEST OF BENCH MARK STAMPED 2 1974.  A STANDARD NOS DISK
 AQ1528'SET FLUSH IN TOP CENTER OF 1-FOOT THICK CONCRETE SEAWALL, AT GROUND
 AQ1528'LEVEL.
 AQ1528
 AQ1528                          STATION RECOVERY (1986)
 AQ1528
 AQ1528'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1528'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT TIMMONS CAMP IS
 AQ1528'NOW THE DOWN THE HATCH RESTAURANT AND BENCH MARK 2 1974 IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1527 ***********************************************************************
 AQ1527  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1527  DESIGNATION -  872 1138 TIDAL 3
 AQ1527  PID         -  AQ1527
 AQ1527  STATE/COUNTY-  FL/VOLUSIA
 AQ1527  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1527
 AQ1527                         *CURRENT SURVEY CONTROL
 AQ1527  ___________________________________________________________________
 AQ1527* NAD 83(1986)-  29 04 55.     (N)    080 56 05.     (W)     SCALED    
 AQ1527* NAVD 88     -         1.065  (meters)       3.49   (feet)  ADJUSTED  
 AQ1527  ___________________________________________________________________
 AQ1527  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1527  DYNAMIC HT  -           1.064 (meters)       3.49  (feet)  COMP
 AQ1527  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 AQ1527
 AQ1527  VERT ORDER  -  SECOND    CLASS I
 AQ1527
 AQ1527.The horizontal coordinates were scaled from a topographic map and have
 AQ1527.an estimated accuracy of +/- 6 seconds.
 AQ1527
 AQ1527.The orthometric height was determined by differential leveling
 AQ1527.and adjusted by the National Geodetic Survey in June 1991..
 AQ1527
 AQ1527.This Tidal Bench Mark is designated as VM 16967
 AQ1527.by the Center for Operational Oceanographic Products and Services.
 AQ1527
 AQ1527.The geoid height was determined by GEOID03.
 AQ1527
 AQ1527.The dynamic height is computed by dividing the NAVD 88
 AQ1527.geopotential number by the normal gravity value computed on the
 AQ1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1527.degrees latitude (g = 980.6199 gals.).
 AQ1527
 AQ1527.The modeled gravity was interpolated from observed gravity values.
 AQ1527
 AQ1527;                    North         East    Units  Estimated Accuracy
 AQ1527;SPC FL E     -   526,110.      206,360.      MT  (+/- 180 meters Scaled)
 AQ1527
 AQ1527                          SUPERSEDED SURVEY CONTROL
 AQ1527
 AQ1527.No superseded survey control is available for this station.
 AQ1527
 AQ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063170(NAD 83)
 AQ1527_MARKER: DJ = TIDAL STATION DISK
 AQ1527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1527_SP_SET: SEAWALL
 AQ1527_STAMPING: 3 1974
 AQ1527_MARK LOGO: NOS   
 AQ1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1527+STABILITY: SURFACE MOTION
 AQ1527
 AQ1527  HISTORY     - Date     Condition        Report By
 AQ1527  HISTORY     - 1974     MONUMENTED       NOS
 AQ1527  HISTORY     - 19751001 GOOD             FLDNR
 AQ1527
 AQ1527                          STATION DESCRIPTION
 AQ1527
 AQ1527'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1527'IN PONCE PARK, AT THE FISHERMANS WHARF RESTAURANT, AT THE NORTHEAST
 AQ1527'CORNER OF THE BOAT SLIP ON THE NORTH WALL, ABOUT 60 FT (18.3 M) EAST
 AQ1527'OF THE EAST SIDE OF RESTAURANT, ABOUT 45 FT (13.7 M) WEST OF THE
 AQ1527'CENTERLINE OF FRONT STREET, ABOUT 65 FT (19.8 M) SOUTHWEST OF
 AQ1527'CENTERLINE INTERSECTION OF BEACH STREET AND FRONT STREET.  A STANDARD
 AQ1527'NOS DISK SET FLUSH IN THE TOP CENTER OF A 9-INCH THICK CONCRETE
 AQ1527'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1525 ***********************************************************************
 AQ1525  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1525  DESIGNATION -  872 1138 TIDAL 5
 AQ1525  PID         -  AQ1525
 AQ1525  STATE/COUNTY-  FL/VOLUSIA
 AQ1525  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1525
 AQ1525                         *CURRENT SURVEY CONTROL
 AQ1525  ___________________________________________________________________
 AQ1525* NAD 83(1986)-  29 04 55.     (N)    080 56 05.     (W)     SCALED    
 AQ1525* NAVD 88     -         1.100  (meters)       3.61   (feet)  ADJUSTED  
 AQ1525  ___________________________________________________________________
 AQ1525  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1525  DYNAMIC HT  -           1.099 (meters)       3.61  (feet)  COMP
 AQ1525  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 AQ1525
 AQ1525  VERT ORDER  -  SECOND    CLASS I
 AQ1525
 AQ1525.The horizontal coordinates were scaled from a topographic map and have
 AQ1525.an estimated accuracy of +/- 6 seconds.
 AQ1525
 AQ1525.The orthometric height was determined by differential leveling
 AQ1525.and adjusted by the National Geodetic Survey in June 1991..
 AQ1525
 AQ1525.This Tidal Bench Mark is designated as VM 5295
 AQ1525.by the Center for Operational Oceanographic Products and Services.
 AQ1525
 AQ1525.The geoid height was determined by GEOID03.
 AQ1525
 AQ1525.The dynamic height is computed by dividing the NAVD 88
 AQ1525.geopotential number by the normal gravity value computed on the
 AQ1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1525.degrees latitude (g = 980.6199 gals.).
 AQ1525
 AQ1525.The modeled gravity was interpolated from observed gravity values.
 AQ1525
 AQ1525;                    North         East    Units  Estimated Accuracy
 AQ1525;SPC FL E     -   526,110.      206,360.      MT  (+/- 180 meters Scaled)
 AQ1525
 AQ1525                          SUPERSEDED SURVEY CONTROL
 AQ1525
 AQ1525  NGVD 29 (09/01/92)    1.471  (m)            4.83   (f) ADJUSTED    2 1
 AQ1525
 AQ1525.Superseded values are not recommended for survey control.
 AQ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1525.See file dsdata.txt to determine how the superseded data were derived.
 AQ1525
 AQ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063170(NAD 83)
 AQ1525_MARKER: DJ = TIDAL STATION DISK
 AQ1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1525_SP_SET: CONCRETE POST
 AQ1525_STAMPING: 5 1974
 AQ1525_MARK LOGO: NOS   
 AQ1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1525+STABILITY: SURFACE MOTION
 AQ1525
 AQ1525  HISTORY     - Date     Condition        Report By
 AQ1525  HISTORY     - 1974     MONUMENTED       NOS
 AQ1525  HISTORY     - 19751001 GOOD             FLDNR
 AQ1525  HISTORY     - 1986     GOOD             FLDNR
 AQ1525
 AQ1525                          STATION DESCRIPTION
 AQ1525
 AQ1525'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1525'IN PONCE PARK, AT THE SOUTHWEST INTERSECTION OF BEACH STREET AND
 AQ1525'SAILFISH DRIVE, ABOUT 18 FT (5.5 M) SOUTH-SOUTHEAST OF CENTERLINE
 AQ1525'BEACH STREET, ABOUT 6 INCHES BELOW PAVEMENT, ABOUT 21 FT (6.4 M)
 AQ1525'WEST-SOUTHWEST OF SAILFISH DRIVE (DIRT ROAD), ABOUT 40 FT (12.2 M)
 AQ1525'WEST OF A FIRE HYDRANT ACROSS SAILFISH DRIVE, ABOUT 4 FT (1.2 M)
 AQ1525'SOUTHEAST OF A POWER LINE POLE, ABOUT 475 FT (144.8 M) NORTH-NORTHEAST
 AQ1525'OF BENCH MARK STAMPED 4 1974.  A STANDARD NOS BRONZE DISK SET FLUSH
 AQ1525'IN TOP CENTER OF A 10-INCH SQUARE CONCRETE MONUMENT, PROJECTING ABOUT
 AQ1525'2 INCHES.
 AQ1525
 AQ1525                          STATION RECOVERY (1986)
 AQ1525
 AQ1525'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1522 ***********************************************************************
 AQ1522  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1522  DESIGNATION -  872 1147 TIDAL 1
 AQ1522  PID         -  AQ1522
 AQ1522  STATE/COUNTY-  FL/VOLUSIA
 AQ1522  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1522
 AQ1522                         *CURRENT SURVEY CONTROL
 AQ1522  ___________________________________________________________________
 AQ1522* NAD 83(1986)-  29 03 49.     (N)    080 54 53.     (W)     SCALED    
 AQ1522* NAVD 88     -         0.708  (meters)       2.32   (feet)  ADJUSTED  
 AQ1522  ___________________________________________________________________
 AQ1522  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1522  DYNAMIC HT  -           0.707 (meters)       2.32  (feet)  COMP
 AQ1522  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1522
 AQ1522  VERT ORDER  -  SECOND    CLASS I
 AQ1522
 AQ1522.The horizontal coordinates were scaled from a topographic map and have
 AQ1522.an estimated accuracy of +/- 6 seconds.
 AQ1522
 AQ1522.The orthometric height was determined by differential leveling
 AQ1522.and adjusted by the National Geodetic Survey in June 1991..
 AQ1522
 AQ1522.This Tidal Bench Mark is designated as VM 5296
 AQ1522.by the Center for Operational Oceanographic Products and Services.
 AQ1522
 AQ1522.The geoid height was determined by GEOID03.
 AQ1522
 AQ1522.The dynamic height is computed by dividing the NAVD 88
 AQ1522.geopotential number by the normal gravity value computed on the
 AQ1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1522.degrees latitude (g = 980.6199 gals.).
 AQ1522
 AQ1522.The modeled gravity was interpolated from observed gravity values.
 AQ1522
 AQ1522;                    North         East    Units  Estimated Accuracy
 AQ1522;SPC FL E     -   524,080.      208,300.      MT  (+/- 180 meters Scaled)
 AQ1522
 AQ1522                          SUPERSEDED SURVEY CONTROL
 AQ1522
 AQ1522  NGVD 29 (09/01/92)    1.085  (m)            3.56   (f) ADJUSTED    2 1
 AQ1522
 AQ1522.Superseded values are not recommended for survey control.
 AQ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1522.See file dsdata.txt to determine how the superseded data were derived.
 AQ1522
 AQ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN083150(NAD 83)
 AQ1522_MARKER: DJ = TIDAL STATION DISK
 AQ1522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1522_SP_SET: SEAWALL
 AQ1522_STAMPING: 1 1973
 AQ1522_MARK LOGO: NOS   
 AQ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1522+STABILITY: SURFACE MOTION
 AQ1522
 AQ1522  HISTORY     - Date     Condition        Report By
 AQ1522  HISTORY     - 1973     MONUMENTED       NGS
 AQ1522  HISTORY     - 1975     GOOD             FLHD
 AQ1522  HISTORY     - 1978     GOOD             FLDT
 AQ1522  HISTORY     - 1986     GOOD             FLDNR
 AQ1522  HISTORY     - 19950318 POOR             USPSQD
 AQ1522
 AQ1522                          STATION DESCRIPTION
 AQ1522
 AQ1522'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1522'3 MI N FROM NEW SMYRNA BEACH.
 AQ1522'THE BENCH MARK IS A STANDARD NOD DISK, STAMPED 1 1973, AT COAST
 AQ1522'GUARD BASE, NEW SMYRNA BEACH, SET FLUSH IN TOP CENTER OF 2 FEET
 AQ1522'THICK CONCRETE CAP OF SEAWALL, AT 30 DEG CORNER OF SEAWALL WHERE
 AQ1522'IT REDUCES FROM 2 FEET THICK TO 1 FOOT THICK, ABOUT 5 FEET
 AQ1522'SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE FOUNDATION TO FUEL
 AQ1522'STORAGE TANK.
 AQ1522
 AQ1522                          STATION RECOVERY (1978)
 AQ1522
 AQ1522'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1522'RECOVERED IN GOOD CONDITION.
 AQ1522
 AQ1522                          STATION RECOVERY (1986)
 AQ1522
 AQ1522'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1522'RECOVERED IN GOOD CONDITION.
 AQ1522
 AQ1522                          STATION RECOVERY (1995)
 AQ1522
 AQ1522'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1522'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1521 ***********************************************************************
 AQ1521  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1521  DESIGNATION -  872 1147 TIDAL 2
 AQ1521  PID         -  AQ1521
 AQ1521  STATE/COUNTY-  FL/VOLUSIA
 AQ1521  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1521
 AQ1521                         *CURRENT SURVEY CONTROL
 AQ1521  ___________________________________________________________________
 AQ1521* NAD 83(1986)-  29 03 49.     (N)    080 54 53.     (W)     SCALED    
 AQ1521* NAVD 88     -         2.086  (meters)       6.84   (feet)  ADJUSTED  
 AQ1521  ___________________________________________________________________
 AQ1521  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1521  DYNAMIC HT  -           2.083 (meters)       6.83  (feet)  COMP
 AQ1521  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1521
 AQ1521  VERT ORDER  -  SECOND    CLASS I
 AQ1521
 AQ1521.The horizontal coordinates were scaled from a topographic map and have
 AQ1521.an estimated accuracy of +/- 6 seconds.
 AQ1521
 AQ1521.The orthometric height was determined by differential leveling
 AQ1521.and adjusted by the National Geodetic Survey in June 1991..
 AQ1521
 AQ1521.This Tidal Bench Mark is designated as VM 5297
 AQ1521.by the Center for Operational Oceanographic Products and Services.
 AQ1521
 AQ1521.The geoid height was determined by GEOID03.
 AQ1521
 AQ1521.The dynamic height is computed by dividing the NAVD 88
 AQ1521.geopotential number by the normal gravity value computed on the
 AQ1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1521.degrees latitude (g = 980.6199 gals.).
 AQ1521
 AQ1521.The modeled gravity was interpolated from observed gravity values.
 AQ1521
 AQ1521;                    North         East    Units  Estimated Accuracy
 AQ1521;SPC FL E     -   524,080.      208,300.      MT  (+/- 180 meters Scaled)
 AQ1521
 AQ1521                          SUPERSEDED SURVEY CONTROL
 AQ1521
 AQ1521  NGVD 29 (09/01/92)    2.465  (m)            8.09   (f) ADJUSTED    2 1
 AQ1521
 AQ1521.Superseded values are not recommended for survey control.
 AQ1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1521.See file dsdata.txt to determine how the superseded data were derived.
 AQ1521
 AQ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN083150(NAD 83)
 AQ1521_MARKER: DJ = TIDAL STATION DISK
 AQ1521_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ1521_SP_SET: BOATHOUSE FOUNDATION
 AQ1521_STAMPING: 2 1973
 AQ1521_MARK LOGO: NOS   
 AQ1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1521+STABILITY: SURFACE MOTION
 AQ1521
 AQ1521  HISTORY     - Date     Condition        Report By
 AQ1521  HISTORY     - 1973     MONUMENTED       NGS
 AQ1521  HISTORY     - 1975     GOOD             FLHD
 AQ1521  HISTORY     - 1978     GOOD             FLDT
 AQ1521  HISTORY     - 1986     GOOD             FLDNR
 AQ1521  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1521
 AQ1521                          STATION DESCRIPTION
 AQ1521
 AQ1521'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1521'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1521'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 2 1973, AT COAST
 AQ1521'GUARD BASE, NEW SMYRNA BEACH, ON THE SOUTH SIDE OF THE BOATHOUSE,
 AQ1521'SET FLUSH IN THE CENTER OF THE 1 FOOT THICK CONCRETE FOUNDATION,
 AQ1521'ABOUT LEVEL WITH THE GROUND, AT THE DOORWAY ON THE EAST SIDE,
 AQ1521'ABOUT 18 FEET WEST OF THE SOUTHEAST CORNER OF BUILDING, 9 FEET
 AQ1521'WEST OF THE EAST SIDE OF DOORWAY.
 AQ1521
 AQ1521                          STATION RECOVERY (1978)
 AQ1521
 AQ1521'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1521'RECOVERED IN GOOD CONDITION.
 AQ1521
 AQ1521                          STATION RECOVERY (1986)
 AQ1521
 AQ1521'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1521'RECOVERED IN GOOD CONDITION.
 AQ1521
 AQ1521                          STATION RECOVERY (1995)
 AQ1521
 AQ1521'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1520 ***********************************************************************
 AQ1520  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1520  DESIGNATION -  872 1147 TIDAL 3
 AQ1520  PID         -  AQ1520
 AQ1520  STATE/COUNTY-  FL/VOLUSIA
 AQ1520  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1520
 AQ1520                         *CURRENT SURVEY CONTROL
 AQ1520  ___________________________________________________________________
 AQ1520* NAD 83(1986)-  29 03 49.     (N)    080 54 53.     (W)     SCALED    
 AQ1520* NAVD 88     -         2.096  (meters)       6.88   (feet)  ADJUSTED  
 AQ1520  ___________________________________________________________________
 AQ1520  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1520  DYNAMIC HT  -           2.093 (meters)       6.87  (feet)  COMP
 AQ1520  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1520
 AQ1520  VERT ORDER  -  SECOND    CLASS I
 AQ1520
 AQ1520.The horizontal coordinates were scaled from a topographic map and have
 AQ1520.an estimated accuracy of +/- 6 seconds.
 AQ1520
 AQ1520.The orthometric height was determined by differential leveling
 AQ1520.and adjusted by the National Geodetic Survey in June 1991..
 AQ1520
 AQ1520.This Tidal Bench Mark is designated as VM 5298
 AQ1520.by the Center for Operational Oceanographic Products and Services.
 AQ1520
 AQ1520.The geoid height was determined by GEOID03.
 AQ1520
 AQ1520.The dynamic height is computed by dividing the NAVD 88
 AQ1520.geopotential number by the normal gravity value computed on the
 AQ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1520.degrees latitude (g = 980.6199 gals.).
 AQ1520
 AQ1520.The modeled gravity was interpolated from observed gravity values.
 AQ1520
 AQ1520;                    North         East    Units  Estimated Accuracy
 AQ1520;SPC FL E     -   524,080.      208,300.      MT  (+/- 180 meters Scaled)
 AQ1520
 AQ1520                          SUPERSEDED SURVEY CONTROL
 AQ1520
 AQ1520  NGVD 29 (09/01/92)    2.475  (m)            8.12   (f) ADJUSTED    2 1
 AQ1520
 AQ1520.Superseded values are not recommended for survey control.
 AQ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1520.See file dsdata.txt to determine how the superseded data were derived.
 AQ1520
 AQ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN083150(NAD 83)
 AQ1520_MARKER: DJ = TIDAL STATION DISK
 AQ1520_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ1520_SP_SET: BOATHOUSE FOUNDATION
 AQ1520_STAMPING: 3 1973
 AQ1520_MARK LOGO: NOS   
 AQ1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1520+STABILITY: SURFACE MOTION
 AQ1520
 AQ1520  HISTORY     - Date     Condition        Report By
 AQ1520  HISTORY     - 1973     MONUMENTED       NGS
 AQ1520  HISTORY     - 1975     GOOD             FLHD
 AQ1520  HISTORY     - 1978     GOOD             FLDT
 AQ1520  HISTORY     - 1986     GOOD             FLDNR
 AQ1520  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1520
 AQ1520                          STATION DESCRIPTION
 AQ1520
 AQ1520'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1520'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1520'THE BENCH MARK IS A STANDARD DISK, STAMPED 3 1973, AT COAST GUARD
 AQ1520'BASE, NEW SMYRNA BEACH, ON THE NORTH SIDE OF THE BOATHOUSE, SET
 AQ1520'FLUSH IN THE TOP OF A 1 FOOT THICK CONCRETE FOUNDATION IN THE
 AQ1520'LARGE DOORWAY, AT THE WEST SIDE. 9 INCHES EAST OF THE WEST SIDE
 AQ1520'OF DOORWAY, ABOUT 6 FEET EAST OF THE NORTHWEST CORNER OF BUILDING,
 AQ1520'ABOUT 35 FEET SOUTH OF THE CENTERLINE OF DRIVE.
 AQ1520
 AQ1520                          STATION RECOVERY (1978)
 AQ1520
 AQ1520'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1520'RECOVERED IN GOOD CONDITION.
 AQ1520
 AQ1520                          STATION RECOVERY (1986)
 AQ1520
 AQ1520'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1520'RECOVERED IN GOOD CONDITION.
 AQ1520
 AQ1520                          STATION RECOVERY (1995)
 AQ1520
 AQ1520'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1803 ***********************************************************************
 AQ1803  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1803  DESIGNATION -  872 1147 TIDAL 4
 AQ1803  PID         -  AQ1803
 AQ1803  STATE/COUNTY-  FL/VOLUSIA
 AQ1803  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1803
 AQ1803                         *CURRENT SURVEY CONTROL
 AQ1803  ___________________________________________________________________
 AQ1803* NAD 83(1986)-  29 03 53.     (N)    080 54 56.     (W)     SCALED    
 AQ1803* NAVD 88     -         2.667  (meters)       8.75   (feet)  ADJUSTED  
 AQ1803  ___________________________________________________________________
 AQ1803  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1803  DYNAMIC HT  -           2.663 (meters)       8.74  (feet)  COMP
 AQ1803  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1803
 AQ1803  VERT ORDER  -  SECOND    CLASS I
 AQ1803
 AQ1803.The horizontal coordinates were scaled from a topographic map and have
 AQ1803.an estimated accuracy of +/- 6 seconds.
 AQ1803
 AQ1803.The orthometric height was determined by differential leveling
 AQ1803.and adjusted by the National Geodetic Survey in June 1991..
 AQ1803
 AQ1803.This Tidal Bench Mark is designated as VM 5299
 AQ1803.by the Center for Operational Oceanographic Products and Services.
 AQ1803
 AQ1803.The geoid height was determined by GEOID03.
 AQ1803
 AQ1803.The dynamic height is computed by dividing the NAVD 88
 AQ1803.geopotential number by the normal gravity value computed on the
 AQ1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1803.degrees latitude (g = 980.6199 gals.).
 AQ1803
 AQ1803.The modeled gravity was interpolated from observed gravity values.
 AQ1803
 AQ1803;                    North         East    Units  Estimated Accuracy
 AQ1803;SPC FL E     -   524,210.      208,220.      MT  (+/- 180 meters Scaled)
 AQ1803
 AQ1803                          SUPERSEDED SURVEY CONTROL
 AQ1803
 AQ1803  NGVD 29 (09/01/92)    3.045  (m)            9.99   (f) ADJUSTED    2 1
 AQ1803
 AQ1803.Superseded values are not recommended for survey control.
 AQ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1803.See file dsdata.txt to determine how the superseded data were derived.
 AQ1803
 AQ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN082151(NAD 83)
 AQ1803_MARKER: DJ = TIDAL STATION DISK
 AQ1803_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ1803_SP_SET: GARAGE FOUNDATION
 AQ1803_STAMPING: 4 1973
 AQ1803_MARK LOGO: NOS   
 AQ1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1803+STABILITY: SURFACE MOTION
 AQ1803
 AQ1803  HISTORY     - Date     Condition        Report By
 AQ1803  HISTORY     - 1973     MONUMENTED       NOS
 AQ1803  HISTORY     - 1978     GOOD             FLDT
 AQ1803  HISTORY     - 1986     GOOD             FLDNR
 AQ1803  HISTORY     - 19950318 GOOD             USPSQD
 AQ1803
 AQ1803                          STATION DESCRIPTION
 AQ1803
 AQ1803'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1803'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1803'3 MILES NORTHEAST OF NEW SMYRNA BEACH, AT THE NEW SMYRNA BEACH COAST
 AQ1803'GUARD BASE, NEAR THE CENTER OF THE EAST SIDE OF THE GARAGE, SET FLUSH
 AQ1803'IN THE 1 FOOT THICK CONCRETE FOUNDATION, ABOUT LEVEL WITH THE BLACKTOP
 AQ1803'DRIVE, 6 INCHES SOUTH OF THE SOUTH SIDE OF THE CENTER BUILDING SUPPORT
 AQ1803'BETWEEN THE TWO CENTER DOORWAYS.
 AQ1803
 AQ1803                          STATION RECOVERY (1986)
 AQ1803
 AQ1803'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1803'THE MARK IS LOCATED AT THE U.S. COAST GUARD STATION AT PONCE INLET,
 AQ1803'NEW SMYRNA BEACH.  THE MARK IS SET IN THE ONE FOOT THICK CONCRETE
 AQ1803'FOUNDATION OF THE GARAGE.  THE MARK IS NEAR THE CENTER OF THE EAST
 AQ1803'SIDE OF THE GARAGE AND IS SET IN THE GARAGE DOORWAY.  THE MARK BEARS
 AQ1803'0.5 FOOT SOUTH OF THE SOUTH SIDE OF THE CENTER BUILDING SUPPORT
 AQ1803'BETWEEN THE TWO CENTER DOORWAYS.
 AQ1803
 AQ1803                          STATION RECOVERY (1995)
 AQ1803
 AQ1803'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1519 ***********************************************************************
 AQ1519  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1519  DESIGNATION -  872 1147 TIDAL 5
 AQ1519  PID         -  AQ1519
 AQ1519  STATE/COUNTY-  FL/VOLUSIA
 AQ1519  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1519
 AQ1519                         *CURRENT SURVEY CONTROL
 AQ1519  ___________________________________________________________________
 AQ1519* NAD 83(1986)-  29 03 49.     (N)    080 54 53.     (W)     SCALED    
 AQ1519* NAVD 88     -         2.372  (meters)       7.78   (feet)  ADJUSTED  
 AQ1519  ___________________________________________________________________
 AQ1519  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AQ1519  DYNAMIC HT  -           2.369 (meters)       7.77  (feet)  COMP
 AQ1519  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AQ1519
 AQ1519  VERT ORDER  -  SECOND    CLASS I
 AQ1519
 AQ1519.The horizontal coordinates were scaled from a topographic map and have
 AQ1519.an estimated accuracy of +/- 6 seconds.
 AQ1519
 AQ1519.The orthometric height was determined by differential leveling
 AQ1519.and adjusted by the National Geodetic Survey in June 1991..
 AQ1519
 AQ1519.This Tidal Bench Mark is designated as VM 5300
 AQ1519.by the Center for Operational Oceanographic Products and Services.
 AQ1519
 AQ1519.The geoid height was determined by GEOID03.
 AQ1519
 AQ1519.The dynamic height is computed by dividing the NAVD 88
 AQ1519.geopotential number by the normal gravity value computed on the
 AQ1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1519.degrees latitude (g = 980.6199 gals.).
 AQ1519
 AQ1519.The modeled gravity was interpolated from observed gravity values.
 AQ1519
 AQ1519;                    North         East    Units  Estimated Accuracy
 AQ1519;SPC FL E     -   524,080.      208,300.      MT  (+/- 180 meters Scaled)
 AQ1519
 AQ1519                          SUPERSEDED SURVEY CONTROL
 AQ1519
 AQ1519  NGVD 29 (09/01/92)    2.750  (m)            9.02   (f) ADJUSTED    2 1
 AQ1519
 AQ1519.Superseded values are not recommended for survey control.
 AQ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1519.See file dsdata.txt to determine how the superseded data were derived.
 AQ1519
 AQ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN083150(NAD 83)
 AQ1519_MARKER: DJ = TIDAL STATION DISK
 AQ1519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1519_SP_SET: LOOKOUT TOWER STEPS
 AQ1519_STAMPING: 5 1973
 AQ1519_MARK LOGO: NOS   
 AQ1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1519
 AQ1519  HISTORY     - Date     Condition        Report By
 AQ1519  HISTORY     - 1973     MONUMENTED       NGS
 AQ1519  HISTORY     - 1975     GOOD             FLHD
 AQ1519  HISTORY     - 1978     GOOD             FLDT
 AQ1519  HISTORY     - 1986     GOOD             FLDNR
 AQ1519  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1519
 AQ1519                          STATION DESCRIPTION
 AQ1519
 AQ1519'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1519'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1519'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 5 1973, AT COAST
 AQ1519'GUARD BASE, NEW SMYRNA BEACH, AT THE NORTH SIDE OF THE LOOKOUT
 AQ1519'TOWER (4 LEGGED STEEL STRUCTURE), SET FLUSH IN THE TOP OF THE
 AQ1519'SECOND CONCRETE STEP FROM THE BOTTOM, 1 1/2 FEET SOUTH OF THE
 AQ1519'BOTTOM EDGE OF STEPS, 6 INCHES EAST OF WEST SIDE OF STEPS,
 AQ1519'ABOUT 100 FEET EAST NORTHEAST OF BENCH MARK 4.
 AQ1519
 AQ1519                          STATION RECOVERY (1978)
 AQ1519
 AQ1519'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1519'RECOVERED IN GOOD CONDITION.
 AQ1519
 AQ1519                          STATION RECOVERY (1986)
 AQ1519
 AQ1519'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1519'RECOVERED IN GOOD CONDITION.
 AQ1519
 AQ1519                          STATION RECOVERY (1995)
 AQ1519
 AQ1519'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5410 ***********************************************************************
 AK5410  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5410  DESIGNATION -  872 1191 A TIDAL
 AK5410  PID         -  AK5410
 AK5410  STATE/COUNTY-  FL/VOLUSIA
 AK5410  USGS QUAD   -  EDGEWATER (1970)
 AK5410
 AK5410                         *CURRENT SURVEY CONTROL
 AK5410  ___________________________________________________________________
 AK5410* NAD 83(1986)-  28 59 35.     (N)    080 54 16.     (W)     SCALED    
 AK5410* NAVD 88     -         1.159  (meters)       3.80   (feet)  ADJUSTED  
 AK5410  ___________________________________________________________________
 AK5410  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK5410  DYNAMIC HT  -           1.157 (meters)       3.80  (feet)  COMP
 AK5410  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 AK5410
 AK5410  VERT ORDER  -  SECOND    CLASS I
 AK5410
 AK5410.The horizontal coordinates were scaled from a topographic map and have
 AK5410.an estimated accuracy of +/- 6 seconds.
 AK5410
 AK5410.The orthometric height was determined by differential leveling
 AK5410.and adjusted by the National Geodetic Survey in September 1996..
 AK5410
 AK5410.This Tidal Bench Mark is designated as VM 5304
 AK5410.by the Center for Operational Oceanographic Products and Services.
 AK5410
 AK5410.The geoid height was determined by GEOID03.
 AK5410
 AK5410.The dynamic height is computed by dividing the NAVD 88
 AK5410.geopotential number by the normal gravity value computed on the
 AK5410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5410.degrees latitude (g = 980.6199 gals.).
 AK5410
 AK5410.The modeled gravity was interpolated from observed gravity values.
 AK5410
 AK5410;                    North         East    Units  Estimated Accuracy
 AK5410;SPC FL E     -   516,260.      209,310.      MT  (+/- 180 meters Scaled)
 AK5410
 AK5410                          SUPERSEDED SURVEY CONTROL
 AK5410
 AK5410  NAVD 88 (06/15/91)    1.161  (m)            3.81   (f) UNKNOWN     2 1
 AK5410  NGVD 29 (09/01/92)    1.521  (m)            4.99   (f) ADJUSTED    2 1
 AK5410
 AK5410.Superseded values are not recommended for survey control.
 AK5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5410.See file dsdata.txt to determine how the superseded data were derived.
 AK5410
 AK5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093072(NAD 83)
 AK5410_MARKER: DB = BENCH MARK DISK
 AK5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5410_SP_SET: CONCRETE POST
 AK5410_STAMPING: 1191 A 1978 CLB
 AK5410_MARK LOGO: FLDNR 
 AK5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5410+STABILITY: SURFACE MOTION
 AK5410
 AK5410  HISTORY     - Date     Condition        Report By
 AK5410  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5410  HISTORY     - 1986     GOOD             FLDNR
 AK5410
 AK5410                          STATION DESCRIPTION
 AK5410
 AK5410'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5410'EDGEWATER.
 AK5410'BEGIN AT THE INTERSECTION OF PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD
 AK5410'AVENUE) IN EDGEWATER FLORIDA. PROCEED 0.2 MILES EAST ALONG PARK AVENUE
 AK5410'TO RIVERSIDE DRIVE AND THE LOCATION OF THE MARK. THE MARK BEARS 21.2
 AK5410'FEET EAST OF THE CENTER LINE OF RIVERSIDE DRIVE, 1.4 FEET NORTH OF
 AK5410'POWER POLE, 145.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF CITY HALL, 1.2
 AK5410'FEET WEST OF WHITE 3 FEET HIGH FENCE.
 AK5410
 AK5410                          STATION RECOVERY (1986)
 AK5410
 AK5410'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5410'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.3
 AK5410'FOOT BELOW GROUND AND 1.0 FOOT EAST OF A NEW POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5409 ***********************************************************************
 AK5409  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5409  DESIGNATION -  872 1191 B TIDAL
 AK5409  PID         -  AK5409
 AK5409  STATE/COUNTY-  FL/VOLUSIA
 AK5409  USGS QUAD   -  EDGEWATER (1970)
 AK5409
 AK5409                         *CURRENT SURVEY CONTROL
 AK5409  ___________________________________________________________________
 AK5409* NAD 83(1986)-  28 59 33.     (N)    080 54 19.     (W)     SCALED    
 AK5409* NAVD 88     -         3.230  (meters)      10.60   (feet)  ADJUSTED  
 AK5409  ___________________________________________________________________
 AK5409  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK5409  DYNAMIC HT  -           3.226 (meters)      10.58  (feet)  COMP
 AK5409  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 AK5409
 AK5409  VERT ORDER  -  SECOND    CLASS I
 AK5409
 AK5409.The horizontal coordinates were scaled from a topographic map and have
 AK5409.an estimated accuracy of +/- 6 seconds.
 AK5409
 AK5409.The orthometric height was determined by differential leveling
 AK5409.and adjusted by the National Geodetic Survey in June 1991..
 AK5409
 AK5409.This Tidal Bench Mark is designated as VM 5305
 AK5409.by the Center for Operational Oceanographic Products and Services.
 AK5409
 AK5409.The geoid height was determined by GEOID03.
 AK5409
 AK5409.The dynamic height is computed by dividing the NAVD 88
 AK5409.geopotential number by the normal gravity value computed on the
 AK5409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5409.degrees latitude (g = 980.6199 gals.).
 AK5409
 AK5409.The modeled gravity was interpolated from observed gravity values.
 AK5409
 AK5409;                    North         East    Units  Estimated Accuracy
 AK5409;SPC FL E     -   516,200.      209,230.      MT  (+/- 180 meters Scaled)
 AK5409
 AK5409                          SUPERSEDED SURVEY CONTROL
 AK5409
 AK5409  NGVD 29 (09/01/92)    3.590  (m)           11.78   (f) ADJUSTED    2 1
 AK5409
 AK5409.Superseded values are not recommended for survey control.
 AK5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5409.See file dsdata.txt to determine how the superseded data were derived.
 AK5409
 AK5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN092071(NAD 83)
 AK5409_MARKER: DB = BENCH MARK DISK
 AK5409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5409_SP_SET: CONCRETE POST
 AK5409_STAMPING: 1191 B 1978 CLB
 AK5409_MARK LOGO: FLDNR 
 AK5409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5409+STABILITY: SURFACE MOTION
 AK5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK5409+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 AK5409
 AK5409  HISTORY     - Date     Condition        Report By
 AK5409  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5409  HISTORY     - 1986     GOOD             FLDNR
 AK5409  HISTORY     - 20060407 GOOD             GEOCAC
 AK5409
 AK5409                          STATION DESCRIPTION
 AK5409
 AK5409'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5409'EDGEWATER.
 AK5409'BEGIN AT THE INTERSECTION OF PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD)
 AK5409'IN EDGEWATER FLORIDA. PROCEED 0.15 MILES EAST ALONG PARK AVENUE TO THE
 AK5409'SOUTHEAST CORNER OF THE INTERSECTION OF PARK AVENUE AND PARK PLACE AND
 AK5409'THE LOCATION OF THE MARK. THE MARK BEARS 18.2 FEET EAST OF THE CENTER
 AK5409'LINE OF PARK PLACE, 30.0 FEET SOUTH OF THE CENTERLINE OF PARK AVENUE,
 AK5409'3.3 FEET SOUTH SOUTHEAST OF STREET SIGN, AND 2.5 FEET WEST OF 0.3 FEET
 AK5409'HIGH CONCRETE WALL.
 AK5409
 AK5409                          STATION RECOVERY (1986)
 AK5409
 AK5409'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5409'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.3
 AK5409'FOOT BELOW GROUND.
 AK5409
 AK5409                          STATION RECOVERY (2006)
 AK5409
 AK5409'RECOVERY NOTE BY GEOCACHING 2006 (KJB)
 AK5409'MARK FOUND IN GOOD OVERALL SHAPE. HOWEVER, IT IS LOCATED ABOUT 1-2
 AK5409'INCHES BELOW THE GROUND, AND IS SUBJECT TO BEING COVERED BY LEAVES AND
 AK5409'SAND. HAD TO DIG A LITTLE TO FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5408 ***********************************************************************
 AK5408  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5408  DESIGNATION -  872 1191 C TIDAL
 AK5408  PID         -  AK5408
 AK5408  STATE/COUNTY-  FL/VOLUSIA
 AK5408  USGS QUAD   -  EDGEWATER (1970)
 AK5408
 AK5408                         *CURRENT SURVEY CONTROL
 AK5408  ___________________________________________________________________
 AK5408* NAD 83(1986)-  28 59 30.     (N)    080 54 40.     (W)     SCALED    
 AK5408* NAVD 88     -         4.290  (meters)      14.07   (feet)  ADJUSTED  
 AK5408  ___________________________________________________________________
 AK5408  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK5408  DYNAMIC HT  -           4.284 (meters)      14.06  (feet)  COMP
 AK5408  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AK5408
 AK5408  VERT ORDER  -  FIRST     CLASS II
 AK5408
 AK5408.The horizontal coordinates were scaled from a topographic map and have
 AK5408.an estimated accuracy of +/- 6 seconds.
 AK5408
 AK5408.The orthometric height was determined by differential leveling
 AK5408.and adjusted by the National Geodetic Survey in May 2003..
 AK5408
 AK5408.This Tidal Bench Mark is designated as VM 5306
 AK5408.by the Center for Operational Oceanographic Products and Services.
 AK5408
 AK5408.The geoid height was determined by GEOID03.
 AK5408
 AK5408.The dynamic height is computed by dividing the NAVD 88
 AK5408.geopotential number by the normal gravity value computed on the
 AK5408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5408.degrees latitude (g = 980.6199 gals.).
 AK5408
 AK5408.The modeled gravity was interpolated from observed gravity values.
 AK5408
 AK5408;                    North         East    Units  Estimated Accuracy
 AK5408;SPC FL E     -   516,110.      208,660.      MT  (+/- 180 meters Scaled)
 AK5408
 AK5408                          SUPERSEDED SURVEY CONTROL
 AK5408
 AK5408  NAVD 88 (09/06/96)    4.301  (m)           14.11   (f) UNKNOWN     1 2
 AK5408  NAVD 88 (05/20/94)    4.290  (m)           14.07   (f) UNKNOWN     1 2
 AK5408  NAVD 88 (06/15/91)    4.315  (m)           14.16   (f) UNKNOWN     1 2
 AK5408  NGVD 29 (09/01/92)    4.660  (m)           15.29   (f) ADJUSTED    1 2
 AK5408
 AK5408.Superseded values are not recommended for survey control.
 AK5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5408.See file dsdata.txt to determine how the superseded data were derived.
 AK5408
 AK5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN086070(NAD 83)
 AK5408_MARKER: DD = SURVEY DISK
 AK5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5408_SP_SET: CONCRETE POST
 AK5408_STAMPING: 1191 C 1978 C.L.B.
 AK5408_MARK LOGO: FLDNR 
 AK5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5408+STABILITY: SURFACE MOTION
 AK5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK5408+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 AK5408
 AK5408  HISTORY     - Date     Condition        Report By
 AK5408  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5408  HISTORY     - 19910227 GOOD             NGS
 AK5408  HISTORY     - 20060426 POOR             GEOCAC
 AK5408
 AK5408                          STATION DESCRIPTION
 AK5408
 AK5408'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5408'EDGEWATER.
 AK5408'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 AK5408'PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD AVENUE). THE MARK BEARS 23.0
 AK5408'FEET WEST OF CENTERLINE OF SOUTHBOUND LANE OF US HIGHWAY 1, 39.2 FEET
 AK5408'SOUTH OF CENTERLINE OF PARK AVENUE, 4.2 FEET SOUTH OF WOOD POWER POLE,
 AK5408'AND 9.1 FEET SOUTH SOUTHEAST OF CONCRETE POWER POLE.
 AK5408
 AK5408                          STATION RECOVERY (1991)
 AK5408
 AK5408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK5408'IN EDGEWATER, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PARK AVENUE,
 AK5408'11.8 M (38.7 FT) SOUTHEAST OF AND LEVEL WITH THE AVENUE CENTERLINE,
 AK5408'7.0 M (23.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 AK5408'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M
 AK5408'(1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 AK5408'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AK5408
 AK5408                          STATION RECOVERY (2006)
 AK5408
 AK5408'RECOVERY NOTE BY GEOCACHING 2006 (KJB)
 AK5408'WITNESS POST IS IN NEED OF REPLACEMENT. DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5407 ***********************************************************************
 AK5407  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5407  DESIGNATION -  872 1191 D TIDAL
 AK5407  PID         -  AK5407
 AK5407  STATE/COUNTY-  FL/VOLUSIA
 AK5407  USGS QUAD   -  EDGEWATER (1970)
 AK5407
 AK5407                         *CURRENT SURVEY CONTROL
 AK5407  ___________________________________________________________________
 AK5407* NAD 83(1986)-  28 59 16.     (N)    080 54 29.     (W)     SCALED    
 AK5407* NAVD 88     -         3.546  (meters)      11.63   (feet)  ADJUSTED  
 AK5407  ___________________________________________________________________
 AK5407  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK5407  DYNAMIC HT  -           3.542 (meters)      11.62  (feet)  COMP
 AK5407  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 AK5407
 AK5407  VERT ORDER  -  SECOND    CLASS I
 AK5407
 AK5407.The horizontal coordinates were scaled from a topographic map and have
 AK5407.an estimated accuracy of +/- 6 seconds.
 AK5407
 AK5407.The orthometric height was determined by differential leveling
 AK5407.and adjusted by the National Geodetic Survey in June 1991..
 AK5407
 AK5407.This Tidal Bench Mark is designated as VM 5307
 AK5407.by the Center for Operational Oceanographic Products and Services.
 AK5407
 AK5407.The geoid height was determined by GEOID03.
 AK5407
 AK5407.The dynamic height is computed by dividing the NAVD 88
 AK5407.geopotential number by the normal gravity value computed on the
 AK5407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5407.degrees latitude (g = 980.6199 gals.).
 AK5407
 AK5407.The modeled gravity was interpolated from observed gravity values.
 AK5407
 AK5407;                    North         East    Units  Estimated Accuracy
 AK5407;SPC FL E     -   515,680.      208,960.      MT  (+/- 180 meters Scaled)
 AK5407
 AK5407                          SUPERSEDED SURVEY CONTROL
 AK5407
 AK5407  NGVD 29 (09/01/92)    3.907  (m)           12.82   (f) ADJUSTED    2 1
 AK5407
 AK5407.Superseded values are not recommended for survey control.
 AK5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5407.See file dsdata.txt to determine how the superseded data were derived.
 AK5407
 AK5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN089066(NAD 83)
 AK5407_MARKER: DB = BENCH MARK DISK
 AK5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5407_SP_SET: CONCRETE POST
 AK5407_STAMPING: 1191 D 1978 CLB
 AK5407_MARK LOGO: FLDNR 
 AK5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5407+STABILITY: SURFACE MOTION
 AK5407
 AK5407  HISTORY     - Date     Condition        Report By
 AK5407  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5407  HISTORY     - 1986     GOOD             FLDNR
 AK5407
 AK5407                          STATION DESCRIPTION
 AK5407
 AK5407'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5407'EDGEWATER.
 AK5407'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 (RIDGEWOOD AVENUE) AND PARK
 AK5407'AVENUE. PROCEED 0.25 MILES SOUTH IN THE SOUTH BOUND LANE TO THE
 AK5407'LOCATION OF THE MARK. THE MARK BEARS 22.5 FEET WEST OF CENTERLINE OF
 AK5407'THE SOUTHBOUND LANE OF US HIGHWAY 1, 79.2 FEET EAST SOUTHEAST OF SOUTH
 AK5407'EAST CORNER OF EDGEWATER POST OFFICE, 4.2 FEET SOUTH OF POWER POLE,
 AK5407'AND 21.0 FEET SOUTH OF CENTERLINE OF SOUTH DRIVEWAY FOR POST OFFICE.
 AK5407
 AK5407                          STATION RECOVERY (1986)
 AK5407
 AK5407'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5407'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.9
 AK5407'FOOT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5411 ***********************************************************************
 AK5411  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5411  DESIGNATION -  872 1191 JLP TIDAL
 AK5411  PID         -  AK5411
 AK5411  STATE/COUNTY-  FL/VOLUSIA
 AK5411  USGS QUAD   -  EDGEWATER (1970)
 AK5411
 AK5411                         *CURRENT SURVEY CONTROL
 AK5411  ___________________________________________________________________
 AK5411* NAD 83(1986)-  28 59 40.     (N)    080 54 12.     (W)     SCALED    
 AK5411* NAVD 88     -         0.943  (meters)       3.09   (feet)  ADJUSTED  
 AK5411  ___________________________________________________________________
 AK5411  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK5411  DYNAMIC HT  -           0.942 (meters)       3.09  (feet)  COMP
 AK5411  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 AK5411
 AK5411  VERT ORDER  -  SECOND    CLASS I
 AK5411
 AK5411.The horizontal coordinates were scaled from a topographic map and have
 AK5411.an estimated accuracy of +/- 6 seconds.
 AK5411
 AK5411.The orthometric height was determined by differential leveling
 AK5411.and adjusted by the National Geodetic Survey in June 1991..
 AK5411
 AK5411.This Tidal Bench Mark is designated as VM 5308
 AK5411.by the Center for Operational Oceanographic Products and Services.
 AK5411
 AK5411.The geoid height was determined by GEOID03.
 AK5411
 AK5411.The dynamic height is computed by dividing the NAVD 88
 AK5411.geopotential number by the normal gravity value computed on the
 AK5411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5411.degrees latitude (g = 980.6199 gals.).
 AK5411
 AK5411.The modeled gravity was interpolated from observed gravity values.
 AK5411
 AK5411;                    North         East    Units  Estimated Accuracy
 AK5411;SPC FL E     -   516,420.      209,420.      MT  (+/- 180 meters Scaled)
 AK5411
 AK5411                          SUPERSEDED SURVEY CONTROL
 AK5411
 AK5411  NGVD 29 (09/01/92)    1.306  (m)            4.28   (f) ADJUSTED    2 1
 AK5411
 AK5411.Superseded values are not recommended for survey control.
 AK5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5411.See file dsdata.txt to determine how the superseded data were derived.
 AK5411
 AK5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN094073(NAD 83)
 AK5411_MARKER: DJ = TIDAL STATION DISK
 AK5411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AK5411_SP_SET: COPPER CLAD STEEL ROD
 AK5411_STAMPING: 1191 JLP 1978
 AK5411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5411+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 AK5411
 AK5411  HISTORY     - Date     Condition        Report By
 AK5411  HISTORY     - 1978     MONUMENTED       NOS
 AK5411  HISTORY     - 1978     GOOD             FLDNR
 AK5411  HISTORY     - 19910227 MARK NOT FOUND   NGS
 AK5411  HISTORY     - 20060407 GOOD             GEOCAC
 AK5411
 AK5411                          STATION DESCRIPTION
 AK5411
 AK5411'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5411'EDGEWATER.
 AK5411'BEGIN AT THE INTERSECTION OF PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD
 AK5411'AVENUE) IN EDGEWATER, FLORIDA. PROCEED 0.2 MILES EAST ALONG PARK
 AK5411'AVENUE TO AN INTERSECTION WITH RIVERSIDE DRIVE. THE MARK IS LOCATED IN
 AK5411'THE EDGEWATER CITY PARK ACROSS FROM EDGEWATER CITY HALL. THE MARK
 AK5411'BEARS 18.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 AK5411'BASKETBALL COURT, 100 FEET NORTH OF THE SOUTH SEAWALL, 79 FEET
 AK5411'SOUTHWEST OF THE CENTERLINE OF THE BOAT RAMP, 175 FEET WEST NORTHWEST
 AK5411'OF THE TIDE STAFF.
 AK5411
 AK5411                          STATION RECOVERY (1991)
 AK5411
 AK5411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK5411'MARK NOT FOUND.
 AK5411
 AK5411                          STATION RECOVERY (2006)
 AK5411
 AK5411'RECOVERY NOTE BY GEOCACHING 2006 (KJB)
 AK5411'MARK IN EXCELLENT SHAPE. WITNESS POST IN EXCELLENT SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6908 ***********************************************************************
 AK6908  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6908  DESIGNATION -  872 1222 A TIDAL
 AK6908  PID         -  AK6908
 AK6908  STATE/COUNTY-  FL/VOLUSIA
 AK6908  USGS QUAD   -  ARIEL (1970)
 AK6908
 AK6908                         *CURRENT SURVEY CONTROL
 AK6908  ___________________________________________________________________
 AK6908* NAD 83(1986)-  28 56 28.     (N)    080 52 11.     (W)     SCALED    
 AK6908* NAVD 88     -         0.141  (meters)       0.46   (feet)  ADJUSTED  
 AK6908  ___________________________________________________________________
 AK6908  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AK6908  DYNAMIC HT  -           0.141 (meters)       0.46  (feet)  COMP
 AK6908  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AK6908
 AK6908  VERT ORDER  -  SECOND    CLASS I
 AK6908
 AK6908.The horizontal coordinates were scaled from a topographic map and have
 AK6908.an estimated accuracy of +/- 6 seconds.
 AK6908
 AK6908.The orthometric height was determined by differential leveling
 AK6908.and adjusted by the National Geodetic Survey in September 1996..
 AK6908
 AK6908.This Tidal Bench Mark is designated as VM 10766
 AK6908.by the Center for Operational Oceanographic Products and Services.
 AK6908
 AK6908.The geoid height was determined by GEOID03.
 AK6908
 AK6908.The dynamic height is computed by dividing the NAVD 88
 AK6908.geopotential number by the normal gravity value computed on the
 AK6908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6908.degrees latitude (g = 980.6199 gals.).
 AK6908
 AK6908.The modeled gravity was interpolated from observed gravity values.
 AK6908
 AK6908;                    North         East    Units  Estimated Accuracy
 AK6908;SPC FL E     -   510,510.      212,700.      MT  (+/- 180 meters Scaled)
 AK6908
 AK6908                          SUPERSEDED SURVEY CONTROL
 AK6908
 AK6908  NGVD 29 (09/01/92)    0.510  (m)            1.67   (f) ADJUSTED    2 1
 AK6908
 AK6908.Superseded values are not recommended for survey control.
 AK6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6908.See file dsdata.txt to determine how the superseded data were derived.
 AK6908
 AK6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN126014(NAD 83)
 AK6908_MARKER: DJ = TIDAL STATION DISK
 AK6908_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AK6908_SP_SET: COPPER-CLAD STEEL ROD
 AK6908_STAMPING: 1222 A 1979
 AK6908_MARK LOGO: NOS   
 AK6908_PROJECTION: PROJECTING 8 CENTIMETERS
 AK6908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6908_ROD/PIPE-DEPTH: 14.6 meters
 AK6908
 AK6908  HISTORY     - Date     Condition        Report By
 AK6908  HISTORY     - 1979     MONUMENTED       NOS
 AK6908  HISTORY     - 1985     GOOD             FLDNR
 AK6908  HISTORY     - 1987     GOOD             FLDNR
 AK6908
 AK6908                          STATION DESCRIPTION
 AK6908
 AK6908'DESCRIBED BY FL DEPT OF NAT RES 1985
 AK6908'4.3 MI SE FROM EDGEWATER.
 AK6908'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK6908'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.7 MILE EASTERLY ON
 AK6908'PACKWOOD ROAD TO ITS END AND THE MARK VICINITY.  THE MARK IS AT THE
 AK6908'CORBETT RESIDENCE ON THE SOUTH SIDE OF THE PACKWOOD CLUBHOUSE,3 FEET
 AK6908'NORTHEAST OF THE EAST CORNER OF A SMALL TIN SHED, 44 FEET SOUTHWEST
 AK6908'OF A WOOD DOCK, 30 FEET SOUTHEAST OF A CEDAR TREE, AND 26 FEET SOUTH
 AK6908'OF THE EAST CORNER OF A LARGER TIN SHED.
 AK6908
 AK6908                          STATION RECOVERY (1987)
 AK6908
 AK6908'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK6908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6909 ***********************************************************************
 AK6909  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6909  DESIGNATION -  872 1222 B TIDAL
 AK6909  PID         -  AK6909
 AK6909  STATE/COUNTY-  FL/VOLUSIA
 AK6909  USGS QUAD   -  ARIEL (1970)
 AK6909
 AK6909                         *CURRENT SURVEY CONTROL
 AK6909  ___________________________________________________________________
 AK6909* NAD 83(1986)-  28 56 27.     (N)    080 52 15.     (W)     SCALED    
 AK6909* NAVD 88     -         1.023  (meters)       3.36   (feet)  ADJUSTED  
 AK6909  ___________________________________________________________________
 AK6909  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AK6909  DYNAMIC HT  -           1.022 (meters)       3.35  (feet)  COMP
 AK6909  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AK6909
 AK6909  VERT ORDER  -  SECOND    CLASS I
 AK6909
 AK6909.The horizontal coordinates were scaled from a topographic map and have
 AK6909.an estimated accuracy of +/- 6 seconds.
 AK6909
 AK6909.The orthometric height was determined by differential leveling
 AK6909.and adjusted by the National Geodetic Survey in September 1996..
 AK6909
 AK6909.This Tidal Bench Mark is designated as VM 10767
 AK6909.by the Center for Operational Oceanographic Products and Services.
 AK6909
 AK6909.The geoid height was determined by GEOID03.
 AK6909
 AK6909.The dynamic height is computed by dividing the NAVD 88
 AK6909.geopotential number by the normal gravity value computed on the
 AK6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6909.degrees latitude (g = 980.6199 gals.).
 AK6909
 AK6909.The modeled gravity was interpolated from observed gravity values.
 AK6909
 AK6909;                    North         East    Units  Estimated Accuracy
 AK6909;SPC FL E     -   510,480.      212,590.      MT  (+/- 180 meters Scaled)
 AK6909
 AK6909                          SUPERSEDED SURVEY CONTROL
 AK6909
 AK6909  NGVD 29 (09/01/92)    1.392  (m)            4.57   (f) ADJUSTED    2 1
 AK6909
 AK6909.Superseded values are not recommended for survey control.
 AK6909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6909.See file dsdata.txt to determine how the superseded data were derived.
 AK6909
 AK6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN125014(NAD 83)
 AK6909_MARKER: DJ = TIDAL STATION DISK
 AK6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6909_SP_SET: CONCRETE POST
 AK6909_STAMPING: 1222 B 1979
 AK6909_MARK LOGO: NOS   
 AK6909_PROJECTION: RECESSED 3 CENTIMETERS
 AK6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6909+STABILITY: SURFACE MOTION
 AK6909
 AK6909  HISTORY     - Date     Condition        Report By
 AK6909  HISTORY     - 1979     MONUMENTED       NOS
 AK6909  HISTORY     - 1985     GOOD             FLDNR
 AK6909  HISTORY     - 1987     GOOD             FLDNR
 AK6909
 AK6909                          STATION DESCRIPTION
 AK6909
 AK6909'DESCRIBED BY FL DEPT OF NAT RES 1985
 AK6909'4.3 MI SE FROM EDGEWATER.
 AK6909'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK6909'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.7 MILE EASTERLY ON
 AK6909'PACKWOOD ROAD TO ITS END AND THE MARK VICINITY.  THE MARK BEARS 110
 AK6909'FEET SOUTHWEST OF THE SOUTH CORNER OF THE PACKWOOD CLUBHOUSE, 3 FEET
 AK6909'SOUTH OF A LONE PALM TREE AT THE ENTRANCE DRIVE TO THE CORBETT
 AK6909'RESIDENCE, AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE ENTRANCE
 AK6909'DRIVE.
 AK6909'THE MARK IS ABOVE LEVEL WITH DRIVE.
 AK6909
 AK6909                          STATION RECOVERY (1987)
 AK6909
 AK6909'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK6909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7015 ***********************************************************************
 AK7015  DESIGNATION -  872 1222 F TIDAL
 AK7015  PID         -  AK7015
 AK7015  STATE/COUNTY-  FL/VOLUSIA
 AK7015  USGS QUAD   -  ARIEL (1970)
 AK7015
 AK7015                         *CURRENT SURVEY CONTROL
 AK7015  ___________________________________________________________________
 AK7015* NAD 83(1986)-  28 56 23.     (N)    080 52 16.     (W)     SCALED    
 AK7015* NAVD 88     -         0.786  (meters)       2.58   (feet)  ADJUSTED  
 AK7015  ___________________________________________________________________
 AK7015  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AK7015  DYNAMIC HT  -           0.785 (meters)       2.58  (feet)  COMP
 AK7015  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 AK7015
 AK7015  VERT ORDER  -  SECOND    CLASS I
 AK7015
 AK7015.The horizontal coordinates were scaled from a topographic map and have
 AK7015.an estimated accuracy of +/- 6 seconds.
 AK7015
 AK7015.The orthometric height was determined by differential leveling
 AK7015.and adjusted by the National Geodetic Survey in September 1996..
 AK7015
 AK7015.The geoid height was determined by GEOID03.
 AK7015
 AK7015.The dynamic height is computed by dividing the NAVD 88
 AK7015.geopotential number by the normal gravity value computed on the
 AK7015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7015.degrees latitude (g = 980.6199 gals.).
 AK7015
 AK7015.The modeled gravity was interpolated from observed gravity values.
 AK7015
 AK7015;                    North         East    Units  Estimated Accuracy
 AK7015;SPC FL E     -   510,360.      212,570.      MT  (+/- 180 meters Scaled)
 AK7015
 AK7015                          SUPERSEDED SURVEY CONTROL
 AK7015
 AK7015  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AK7015
 AK7015.Superseded values are not recommended for survey control.
 AK7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7015.See file dsdata.txt to determine how the superseded data were derived.
 AK7015
 AK7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN125013(NAD 83)
 AK7015_MARKER: DJ = TIDAL STATION DISK
 AK7015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7015_SP_SET: STAINLESS STEEL ROD
 AK7015_STAMPING: 1222 F 1987
 AK7015_MARK LOGO: NOS   
 AK7015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7015
 AK7015  HISTORY     - Date     Condition        Report By
 AK7015  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7015
 AK7015                          STATION DESCRIPTION
 AK7015
 AK7015'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7015'4.3 MI SE FROM EDGEWATER.
 AK7015'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK7015'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.7 MILE EASTERLY ON
 AK7015'PACKWOOD ROAD TO ITS END AND THE MARK.  THE MARK BEARS 2.2 FEET
 AK7015'NORTH-NORTHWEST OF A LIGHT POLE, 37.0 FEET NORTHWEST OF THE NORTHWEST
 AK7015'CORNER OF THE PACKWOOD CLUBHOUSE, 14.6 FEET NORTH- NORTHWEST 47.9
 AK7015'SOUTHEAST OF THE SOUTHEAST CORNER OF A TRIPLEX, 119.3 FEET
 AK7015'SOUTH-SOUTHEAST OF REFERENCE OF A POWER POLE.  A STAINLESS STEEL ROD
 AK7015'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7016 ***********************************************************************
 AK7016  DESIGNATION -  872 1222 G TIDAL
 AK7016  PID         -  AK7016
 AK7016  STATE/COUNTY-  FL/VOLUSIA
 AK7016  USGS QUAD   -  EDGEWATER (1970)
 AK7016
 AK7016                         *CURRENT SURVEY CONTROL
 AK7016  ___________________________________________________________________
 AK7016* NAD 83(1986)-  28 56 24.     (N)    080 52 30.     (W)     SCALED    
 AK7016* NAVD 88     -         2.346  (meters)       7.70   (feet)  ADJUSTED  
 AK7016  ___________________________________________________________________
 AK7016  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AK7016  DYNAMIC HT  -           2.342 (meters)       7.68  (feet)  COMP
 AK7016  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AK7016
 AK7016  VERT ORDER  -  SECOND    CLASS I
 AK7016
 AK7016.The horizontal coordinates were scaled from a topographic map and have
 AK7016.an estimated accuracy of +/- 6 seconds.
 AK7016
 AK7016.The orthometric height was determined by differential leveling
 AK7016.and adjusted by the National Geodetic Survey in September 1996..
 AK7016
 AK7016.The geoid height was determined by GEOID03.
 AK7016
 AK7016.The dynamic height is computed by dividing the NAVD 88
 AK7016.geopotential number by the normal gravity value computed on the
 AK7016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7016.degrees latitude (g = 980.6199 gals.).
 AK7016
 AK7016.The modeled gravity was interpolated from observed gravity values.
 AK7016
 AK7016;                    North         East    Units  Estimated Accuracy
 AK7016;SPC FL E     -   510,390.      212,190.      MT  (+/- 180 meters Scaled)
 AK7016
 AK7016                          SUPERSEDED SURVEY CONTROL
 AK7016
 AK7016  NGVD 29 (09/01/92)    2.715  (m)            8.91   (f) ADJUSTED    2 1
 AK7016
 AK7016.Superseded values are not recommended for survey control.
 AK7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7016.See file dsdata.txt to determine how the superseded data were derived.
 AK7016
 AK7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN121013(NAD 83)
 AK7016_MARKER: DJ = TIDAL STATION DISK
 AK7016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7016_SP_SET: STAINLESS STEEL ROD
 AK7016_STAMPING: 1222 G 1987
 AK7016_MARK LOGO: NOS   
 AK7016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7016
 AK7016  HISTORY     - Date     Condition        Report By
 AK7016  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7016
 AK7016                          STATION DESCRIPTION
 AK7016
 AK7016'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7016'4.2 MI SSE FROM EDGEWATER.
 AK7016'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK7016'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.4 MILE EASTERLY ON
 AK7016'PACKWOOD ROAD TO THE MARK.  THE MARK BEARS 26.0 FEET SOUTH OF THE
 AK7016'CENTERLINE OF PACKWOOD ROAD, 17.0 FEET WEST-NORTHWEST OF A 12 INCH
 AK7016'DIAMETER OAK TREE, AND 0.3 MILE WEST-SOUTHWEST OF TIDAL BENCH MARK
 AK7016'1222 F 1987.  NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7013 ***********************************************************************
 AK7013  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7013  DESIGNATION -  872 1223 J TIDAL
 AK7013  PID         -  AK7013
 AK7013  STATE/COUNTY-  FL/VOLUSIA
 AK7013  USGS QUAD   -  ARIEL (1970)
 AK7013
 AK7013                         *CURRENT SURVEY CONTROL
 AK7013  ___________________________________________________________________
 AK7013* NAD 83(1986)-  28 55 49.     (N)    080 49 27.     (W)     SCALED    
 AK7013* NAVD 88     -         4.021  (meters)      13.19   (feet)  ADJUSTED  
 AK7013  ___________________________________________________________________
 AK7013  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK7013  DYNAMIC HT  -           4.016 (meters)      13.18  (feet)  COMP
 AK7013  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AK7013
 AK7013  VERT ORDER  -  SECOND    CLASS I
 AK7013
 AK7013.The horizontal coordinates were scaled from a topographic map and have
 AK7013.an estimated accuracy of +/- 6 seconds.
 AK7013
 AK7013.The orthometric height was determined by differential leveling
 AK7013.and adjusted by the National Geodetic Survey in September 1996..
 AK7013
 AK7013.This Tidal Bench Mark is designated as VM 17182
 AK7013.by the Center for Operational Oceanographic Products and Services.
 AK7013
 AK7013.The geoid height was determined by GEOID03.
 AK7013
 AK7013.The dynamic height is computed by dividing the NAVD 88
 AK7013.geopotential number by the normal gravity value computed on the
 AK7013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7013.degrees latitude (g = 980.6199 gals.).
 AK7013
 AK7013.The modeled gravity was interpolated from observed gravity values.
 AK7013
 AK7013;                    North         East    Units  Estimated Accuracy
 AK7013;SPC FL E     -   509,320.      217,140.      MT  (+/- 180 meters Scaled)
 AK7013
 AK7013                          SUPERSEDED SURVEY CONTROL
 AK7013
 AK7013  NGVD 29 (09/01/92)    4.399  (m)           14.43   (f) ADJUSTED    2 1
 AK7013
 AK7013.Superseded values are not recommended for survey control.
 AK7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7013.See file dsdata.txt to determine how the superseded data were derived.
 AK7013
 AK7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN171002(NAD 83)
 AK7013_MARKER: DJ = TIDAL STATION DISK
 AK7013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7013_SP_SET: STAINLESS STEEL ROD
 AK7013_STAMPING: 1223 J 1987
 AK7013_MARK LOGO: NOS   
 AK7013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7013
 AK7013  HISTORY     - Date     Condition        Report By
 AK7013  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7013
 AK7013                          STATION DESCRIPTION
 AK7013
 AK7013'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7013'9.65 MI SE FROM NEW SMYRNA BEACH.
 AK7013'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK7013'NEW SMYRNA BEACH GO 9.75 MILES EAST AND SOUTH ON A1A TO THE JUNCTION
 AK7013'OF A SAND ROAD LEADING EAST, GO 0.05 MILE EAST ON THE SAND ROAD TO A
 AK7013'T-JUNCTION, GO 0.05 MILE NORTH ON THE SAND ROAD TO ITS END AND THE
 AK7013'MARK.  THE MARK BEARS 9.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 AK7013'THE DIRT ROAD, 85.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 AK7013'NUMBER 9003, 57.7 FEET NORTH- NORTHWEST OF A POWER POLE AND 62.2 FEET
 AK7013'NORTH OF A POWER POLE.  THE MARK IS LOCATED IN THE CANAVERAL NATIONAL
 AK7013'SEASHORE PARK.  DEPTH OF ROD UNKNOWN.
 AK7013'THE MARK IS 5.8 FT  W FROM A WITNESS POST.
 AK7013'THE MARK IS 0.7 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7014 ***********************************************************************
 AK7014  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7014  DESIGNATION -  872 1223 K TIDAL
 AK7014  PID         -  AK7014
 AK7014  STATE/COUNTY-  FL/VOLUSIA
 AK7014  USGS QUAD   -  ARIEL (1970)
 AK7014
 AK7014                         *CURRENT SURVEY CONTROL
 AK7014  ___________________________________________________________________
 AK7014* NAD 83(1986)-  28 56 07.     (N)    080 49 42.     (W)     SCALED    
 AK7014* NAVD 88     -         1.404  (meters)       4.61   (feet)  ADJUSTED  
 AK7014  ___________________________________________________________________
 AK7014  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK7014  DYNAMIC HT  -           1.402 (meters)       4.60  (feet)  COMP
 AK7014  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 AK7014
 AK7014  VERT ORDER  -  SECOND    CLASS I
 AK7014
 AK7014.The horizontal coordinates were scaled from a topographic map and have
 AK7014.an estimated accuracy of +/- 6 seconds.
 AK7014
 AK7014.The orthometric height was determined by differential leveling
 AK7014.and adjusted by the National Geodetic Survey in September 1996..
 AK7014
 AK7014.This Tidal Bench Mark is designated as VM 17183
 AK7014.by the Center for Operational Oceanographic Products and Services.
 AK7014
 AK7014.The geoid height was determined by GEOID03.
 AK7014
 AK7014.The dynamic height is computed by dividing the NAVD 88
 AK7014.geopotential number by the normal gravity value computed on the
 AK7014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7014.degrees latitude (g = 980.6199 gals.).
 AK7014
 AK7014.The modeled gravity was interpolated from observed gravity values.
 AK7014
 AK7014;                    North         East    Units  Estimated Accuracy
 AK7014;SPC FL E     -   509,870.      216,740.      MT  (+/- 180 meters Scaled)
 AK7014
 AK7014                          SUPERSEDED SURVEY CONTROL
 AK7014
 AK7014  NGVD 29 (09/01/92)    1.784  (m)            5.85   (f) ADJUSTED    2 1
 AK7014
 AK7014.Superseded values are not recommended for survey control.
 AK7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7014.See file dsdata.txt to determine how the superseded data were derived.
 AK7014
 AK7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN167008(NAD 83)
 AK7014_MARKER: DJ = TIDAL STATION DISK
 AK7014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7014_SP_SET: STAINLESS STEEL ROD
 AK7014_STAMPING: 1223 K 1987
 AK7014_MARK LOGO: NOS   
 AK7014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7014
 AK7014  HISTORY     - Date     Condition        Report By
 AK7014  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7014
 AK7014                          STATION DESCRIPTION
 AK7014
 AK7014'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7014'9.2 MI SE FROM NEW SMYRNA BEACH.
 AK7014'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK7014'NEW SMYRNA BEACH, GO 9.2 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK7014'THE MARK BEARS 19.2 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A1A, 2.2
 AK7014'FEET WEST-SOUTHWEST OF A FOOT TRAFFIC PROHIBITED ON DUNE SIGN, 23.7
 AK7014'FEET EAST-NORTHEAST OF A POWER POLE, WEST-SOUTHWEST AND ACROSS A1A
 AK7014'FROM PARKING LOT NUMBER ONE, 0.25 MILE SOUTH- SOUTHEAST OF THE
 AK7014'ENTRANCE GATE TO THE CANAVERAL NATIONAL SEASHORE PARK, AND 0.45 MILE
 AK7014'NORTH-NORTHWEST OF THE ENTRANCE ROAD TO THE TURTLE MOUND HISTORICAL
 AK7014'SITE.  NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7009 ***********************************************************************
 AK7009  DESIGNATION -  872 1278 E TIDAL
 AK7009  PID         -  AK7009
 AK7009  STATE/COUNTY-  FL/VOLUSIA
 AK7009  USGS QUAD   -  OAK HILL (1949)
 AK7009
 AK7009                         *CURRENT SURVEY CONTROL
 AK7009  ___________________________________________________________________
 AK7009* NAD 83(1986)-  28 51 38.     (N)    080 50 59.     (W)     SCALED    
 AK7009* NAVD 88     -         6.572  (meters)      21.56   (feet)  ADJUSTED  
 AK7009  ___________________________________________________________________
 AK7009  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AK7009  DYNAMIC HT  -           6.563 (meters)      21.53  (feet)  COMP
 AK7009  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 AK7009
 AK7009  VERT ORDER  -  SECOND    CLASS I
 AK7009
 AK7009.The horizontal coordinates were scaled from a topographic map and have
 AK7009.an estimated accuracy of +/- 6 seconds.
 AK7009
 AK7009.The orthometric height was determined by differential leveling
 AK7009.and adjusted by the National Geodetic Survey in September 1996..
 AK7009
 AK7009.The geoid height was determined by GEOID03.
 AK7009
 AK7009.The dynamic height is computed by dividing the NAVD 88
 AK7009.geopotential number by the normal gravity value computed on the
 AK7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7009.degrees latitude (g = 980.6199 gals.).
 AK7009
 AK7009.The modeled gravity was interpolated from observed gravity values.
 AK7009
 AK7009;                    North         East    Units  Estimated Accuracy
 AK7009;SPC FL E     -   501,590.      214,660.      MT  (+/- 180 meters Scaled)
 AK7009
 AK7009                          SUPERSEDED SURVEY CONTROL
 AK7009
 AK7009  NGVD 29 (09/01/92)    6.959  (m)           22.83   (f) ADJUSTED    2 1
 AK7009
 AK7009.Superseded values are not recommended for survey control.
 AK7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7009.See file dsdata.txt to determine how the superseded data were derived.
 AK7009
 AK7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM146925(NAD 83)
 AK7009_MARKER: DJ = TIDAL STATION DISK
 AK7009_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK7009+WITH SETTING: PAVEMENT
 AK7009_SP_SET: FLAG POLE BASE
 AK7009_STAMPING: 1278 E 1986
 AK7009_MARK LOGO: NOS   
 AK7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7009+STABILITY: SURFACE MOTION
 AK7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7009+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 AK7009
 AK7009  HISTORY     - Date     Condition        Report By
 AK7009  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7009  HISTORY     - 20050315 GOOD             PB
 AK7009
 AK7009                          STATION DESCRIPTION
 AK7009
 AK7009'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7009'IN OAK HILL.
 AK7009'THE MARK IS LOCATED AT THE POST OFFICE IN OAK HILL.  THE MARK BEARS
 AK7009'0.7 FOOT SOUTH OF THE FLAG POLE, 25.8 FEET EAST-SOUTHEAST OF THE
 AK7009'NORTHEAST CORNER OF THE POST OFFICE, AND 100.7 FEET SOUTH OF THE
 AK7009'CENTERLINE OF EAST HALIFAX AVENUE.
 AK7009
 AK7009                          STATION RECOVERY (2005)
 AK7009
 AK7009'RECOVERY NOTE BY PBS&J 2005
 AK7009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6981 ***********************************************************************
 AK6981  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6981  DESIGNATION -  872 1323 G TIDAL
 AK6981  PID         -  AK6981
 AK6981  STATE/COUNTY-  FL/VOLUSIA
 AK6981  USGS QUAD   -  OAK HILL (1949)
 AK6981
 AK6981                         *CURRENT SURVEY CONTROL
 AK6981  ___________________________________________________________________
 AK6981* NAD 83(1986)-  28 48 17.     (N)    080 51 39.     (W)     SCALED    
 AK6981* NAVD 88     -         1.129  (meters)       3.70   (feet)  ADJUSTED  
 AK6981  ___________________________________________________________________
 AK6981  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK6981  DYNAMIC HT  -           1.127 (meters)       3.70  (feet)  COMP
 AK6981  MODELED GRAV-     979,253.6   (mgal)                       NAVD 88
 AK6981
 AK6981  VERT ORDER  -  FIRST     CLASS II
 AK6981
 AK6981.The horizontal coordinates were scaled from a topographic map and have
 AK6981.an estimated accuracy of +/- 6 seconds.
 AK6981
 AK6981.The orthometric height was determined by differential leveling
 AK6981.and adjusted by the National Geodetic Survey in May 2003..
 AK6981.No vertical observational check was made to the station.
 AK6981
 AK6981.This Tidal Bench Mark is designated as VM 5319
 AK6981.by the Center for Operational Oceanographic Products and Services.
 AK6981
 AK6981.The geoid height was determined by GEOID03.
 AK6981
 AK6981.The dynamic height is computed by dividing the NAVD 88
 AK6981.geopotential number by the normal gravity value computed on the
 AK6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6981.degrees latitude (g = 980.6199 gals.).
 AK6981
 AK6981.The modeled gravity was interpolated from observed gravity values.
 AK6981
 AK6981;                    North         East    Units  Estimated Accuracy
 AK6981;SPC FL E     -   495,400.      213,590.      MT  (+/- 180 meters Scaled)
 AK6981
 AK6981                          SUPERSEDED SURVEY CONTROL
 AK6981
 AK6981  NAVD 88 (05/20/94)    1.151  (m)            3.78   (f) UNKNOWN     1 2
 AK6981  NGVD 29 (09/01/92)    1.524  (m)            5.00   (f) ADJUSTED    1 2
 AK6981
 AK6981.Superseded values are not recommended for survey control.
 AK6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6981.See file dsdata.txt to determine how the superseded data were derived.
 AK6981
 AK6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM135863(NAD 83)
 AK6981_MARKER: DJ = TIDAL STATION DISK
 AK6981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6981_SP_SET: STAINLESS STEEL ROD
 AK6981_STAMPING: 1323 G 1986
 AK6981_MARK LOGO: NOS   
 AK6981_PROJECTION: FLUSH
 AK6981_MAGNETIC: I = MARKER IS A STEEL ROD
 AK6981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AK6981+STABILITY: POSITION/ELEVATION WELL
 AK6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6981+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 AK6981_ROD/PIPE-DEPTH: 18.3 meters
 AK6981
 AK6981  HISTORY     - Date     Condition        Report By
 AK6981  HISTORY     - 1986     MONUMENTED       NOS
 AK6981  HISTORY     - 19910226 GOOD             NGS
 AK6981
 AK6981                          STATION DESCRIPTION
 AK6981
 AK6981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6981'0.1 KM (0.1 MI) WESTERLY ALONG EAST HALIFAX AVENUE FROM THE POST
 AK6981'OFFICE IN OAK HILL, THENCE 7.0 KM (4.3 MI) SOUTHERLY ALONG U.S.
 AK6981'HIGHWAY 1, THENCE 0.9 KM (0.6 MI) SOUTHERLY ALONG COUNTY LINE ROAD,
 AK6981'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A DIRT ROAD, 4.7 M (15.4 FT)
 AK6981'NORTH OF AND LEVEL WITH THE ROAD CENTER, 1.9 M (6.2 FT) EAST OF A TWIN
 AK6981'TRUNK OAK TREE, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.
 AK6981'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH
 AK6981'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6980 ***********************************************************************
 AK6980  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6980  DESIGNATION -  872 1323 H TIDAL
 AK6980  PID         -  AK6980
 AK6980  STATE/COUNTY-  FL/VOLUSIA
 AK6980  USGS QUAD   -  OAK HILL (1949)
 AK6980
 AK6980                         *CURRENT SURVEY CONTROL
 AK6980  ___________________________________________________________________
 AK6980* NAD 83(1986)-  28 48 16.     (N)    080 51 46.     (W)     SCALED    
 AK6980* NAVD 88     -         1.060  (meters)       3.48   (feet)  ADJUSTED  
 AK6980  ___________________________________________________________________
 AK6980  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK6980  DYNAMIC HT  -           1.058 (meters)       3.47  (feet)  COMP
 AK6980  MODELED GRAV-     979,253.5   (mgal)                       NAVD 88
 AK6980
 AK6980  VERT ORDER  -  FIRST     CLASS II
 AK6980
 AK6980.The horizontal coordinates were scaled from a topographic map and have
 AK6980.an estimated accuracy of +/- 6 seconds.
 AK6980
 AK6980.The orthometric height was determined by differential leveling
 AK6980.and adjusted by the National Geodetic Survey in May 2003..
 AK6980.No vertical observational check was made to the station.
 AK6980
 AK6980.This Tidal Bench Mark is designated as VM 5320
 AK6980.by the Center for Operational Oceanographic Products and Services.
 AK6980
 AK6980.The geoid height was determined by GEOID03.
 AK6980
 AK6980.The dynamic height is computed by dividing the NAVD 88
 AK6980.geopotential number by the normal gravity value computed on the
 AK6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6980.degrees latitude (g = 980.6199 gals.).
 AK6980
 AK6980.The modeled gravity was interpolated from observed gravity values.
 AK6980
 AK6980;                    North         East    Units  Estimated Accuracy
 AK6980;SPC FL E     -   495,370.      213,400.      MT  (+/- 180 meters Scaled)
 AK6980
 AK6980                          SUPERSEDED SURVEY CONTROL
 AK6980
 AK6980  NAVD 88 (05/20/94)    1.082  (m)            3.55   (f) UNKNOWN     1 2
 AK6980  NGVD 29 (09/01/92)    1.455  (m)            4.77   (f) ADJUSTED    1 2
 AK6980
 AK6980.Superseded values are not recommended for survey control.
 AK6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6980.See file dsdata.txt to determine how the superseded data were derived.
 AK6980
 AK6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM133863(NAD 83)
 AK6980_MARKER: DJ = TIDAL STATION DISK
 AK6980_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6980_SP_SET: STAINLESS STEEL ROD
 AK6980_STAMPING: 1323 H 1986
 AK6980_MARK LOGO: NOS   
 AK6980_PROJECTION: FLUSH
 AK6980_MAGNETIC: I = MARKER IS A STEEL ROD
 AK6980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AK6980+STABILITY: POSITION/ELEVATION WELL
 AK6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6980+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 AK6980_ROD/PIPE-DEPTH: 18.3 meters
 AK6980
 AK6980  HISTORY     - Date     Condition        Report By
 AK6980  HISTORY     - 1986     MONUMENTED       NOS
 AK6980  HISTORY     - 19910226 GOOD             NGS
 AK6980
 AK6980                          STATION DESCRIPTION
 AK6980
 AK6980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6980'0.1 KM (0.1 MI) WESTERLY ALONG EAST HALIFAX AVENUE FROM THE POST
 AK6980'OFFICE IN OAK HILL, THENCE 7.0 KM (4.3 MI) SOUTHERLY ALONG U.S.
 AK6980'HIGHWAY 1, THENCE 0.9 KM (0.6 MI) SOUTHERLY ALONG COUNTY LINE ROAD,
 AK6980'THENCE 0.4 KM (0.2 MI) EASTERLY ALONG A DIRT ROAD, 5.5 M (18.0 FT)
 AK6980'NORTH OF AND LEVEL WITH THE ROAD CENTER, 5.1 M (16.7 FT) WEST OF THE
 AK6980'CENTER OF A FIELD ENTRANCE, 3.0 M (9.8 FT) SOUTHWEST OF THE WEST END
 AK6980'OF A 24-INCH PIPE CULVERT, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AK6980'POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH
 AK6980'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6979 ***********************************************************************
 AK6979  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6979  DESIGNATION -  872 1323 J TIDAL
 AK6979  PID         -  AK6979
 AK6979  STATE/COUNTY-  FL/VOLUSIA
 AK6979  USGS QUAD   -  OAK HILL (1949)
 AK6979
 AK6979                         *CURRENT SURVEY CONTROL
 AK6979  ___________________________________________________________________
 AK6979* NAD 83(1986)-  28 48 13.     (N)    080 51 56.     (W)     SCALED    
 AK6979* NAVD 88     -         1.327  (meters)       4.35   (feet)  ADJUSTED  
 AK6979  ___________________________________________________________________
 AK6979  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK6979  DYNAMIC HT  -           1.325 (meters)       4.35  (feet)  COMP
 AK6979  MODELED GRAV-     979,253.3   (mgal)                       NAVD 88
 AK6979
 AK6979  VERT ORDER  -  FIRST     CLASS II
 AK6979
 AK6979.The horizontal coordinates were scaled from a topographic map and have
 AK6979.an estimated accuracy of +/- 6 seconds.
 AK6979
 AK6979.The orthometric height was determined by differential leveling
 AK6979.and adjusted by the National Geodetic Survey in May 2003..
 AK6979
 AK6979.This Tidal Bench Mark is designated as VM 5321
 AK6979.by the Center for Operational Oceanographic Products and Services.
 AK6979
 AK6979.The geoid height was determined by GEOID03.
 AK6979
 AK6979.The dynamic height is computed by dividing the NAVD 88
 AK6979.geopotential number by the normal gravity value computed on the
 AK6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6979.degrees latitude (g = 980.6199 gals.).
 AK6979
 AK6979.The modeled gravity was interpolated from observed gravity values.
 AK6979
 AK6979;                    North         East    Units  Estimated Accuracy
 AK6979;SPC FL E     -   495,270.      213,120.      MT  (+/- 180 meters Scaled)
 AK6979
 AK6979                          SUPERSEDED SURVEY CONTROL
 AK6979
 AK6979  NAVD 88 (05/20/94)    1.349  (m)            4.43   (f) UNKNOWN     1 2
 AK6979  NGVD 29 (09/01/92)    1.722  (m)            5.65   (f) ADJUSTED    1 2
 AK6979
 AK6979.Superseded values are not recommended for survey control.
 AK6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6979.See file dsdata.txt to determine how the superseded data were derived.
 AK6979
 AK6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM131862(NAD 83)
 AK6979_MARKER: DJ = TIDAL STATION DISK
 AK6979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6979_SP_SET: STAINLESS STEEL ROD
 AK6979_STAMPING: 1323 J 1986
 AK6979_MARK LOGO: NOS   
 AK6979_PROJECTION: FLUSH
 AK6979_MAGNETIC: I = MARKER IS A STEEL ROD
 AK6979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AK6979+STABILITY: POSITION/ELEVATION WELL
 AK6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6979+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 AK6979_ROD/PIPE-DEPTH: 19.5 meters
 AK6979
 AK6979  HISTORY     - Date     Condition        Report By
 AK6979  HISTORY     - 1986     MONUMENTED       NOS
 AK6979  HISTORY     - 19910226 GOOD             NGS
 AK6979
 AK6979                          STATION DESCRIPTION
 AK6979
 AK6979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6979'0.1 KM (0.1 MI) WESTERLY ALONG EAST HALIFAX AVENUE FROM THE POST
 AK6979'OFFICE IN OAK HILL, THENCE 7.0 KM (4.3 MI) SOUTHERLY ALONG U.S.
 AK6979'HIGHWAY 1, THENCE 0.9 KM (0.6 MI) SOUTHERLY ALONG COUNTY LINE ROAD,
 AK6979'THENCE 0.2 KM (0.1 MI) EASTERLY ALONG A DIRT ROAD, 8.2 M (26.9 FT)
 AK6979'WEST OF THE NORTH END OF A HEADWALL, 4.1 M (13.5 FT) EAST OF A UTILITY
 AK6979'POLE WITH A TRANSFORMER AND 3 GUY CABLES, 3.6 M (11.8 FT) SOUTH OF
 AK6979'AND LEVEL WITH THE ROAD CENTER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AK6979'POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH
 AK6979'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0666 ***********************************************************************
 AK0666  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0666  DESIGNATION -  872 1323 TIDAL 1
 AK0666  PID         -  AK0666
 AK0666  STATE/COUNTY-  FL/VOLUSIA
 AK0666  USGS QUAD   -  OAK HILL (1949)
 AK0666
 AK0666                         *CURRENT SURVEY CONTROL
 AK0666  ___________________________________________________________________
 AK0666* NAD 83(1986)-  28 48 20.     (N)    080 51 33.     (W)     SCALED    
 AK0666* NAVD 88     -         0.954  (meters)       3.13   (feet)  ADJUSTED  
 AK0666  ___________________________________________________________________
 AK0666  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK0666  DYNAMIC HT  -           0.953 (meters)       3.13  (feet)  COMP
 AK0666  MODELED GRAV-     979,253.7   (mgal)                       NAVD 88
 AK0666
 AK0666  VERT ORDER  -  FIRST     CLASS II
 AK0666
 AK0666.The horizontal coordinates were scaled from a topographic map and have
 AK0666.an estimated accuracy of +/- 6 seconds.
 AK0666
 AK0666.The orthometric height was determined by differential leveling
 AK0666.and adjusted by the National Geodetic Survey in June 1991..
 AK0666
 AK0666.This Tidal Bench Mark is designated as VM 5317
 AK0666.by the Center for Operational Oceanographic Products and Services.
 AK0666
 AK0666.The geoid height was determined by GEOID03.
 AK0666
 AK0666.The dynamic height is computed by dividing the NAVD 88
 AK0666.geopotential number by the normal gravity value computed on the
 AK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0666.degrees latitude (g = 980.6199 gals.).
 AK0666
 AK0666.The modeled gravity was interpolated from observed gravity values.
 AK0666
 AK0666;                    North         East    Units  Estimated Accuracy
 AK0666;SPC FL E     -   495,490.      213,750.      MT  (+/- 180 meters Scaled)
 AK0666
 AK0666                          SUPERSEDED SURVEY CONTROL
 AK0666
 AK0666  NGVD 29 (09/01/92)    1.334  (m)            4.38   (f) ADJUSTED    1 2
 AK0666
 AK0666.Superseded values are not recommended for survey control.
 AK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0666.See file dsdata.txt to determine how the superseded data were derived.
 AK0666
 AK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM137864(NAD 83)
 AK0666_MARKER: DJ = TIDAL STATION DISK
 AK0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0666_SP_SET: CONCRETE POST
 AK0666_STAMPING: NO 1 1970
 AK0666_MARK LOGO: CGS   
 AK0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0666+STABILITY: SURFACE MOTION
 AK0666
 AK0666  HISTORY     - Date     Condition        Report By
 AK0666  HISTORY     - 1970     MONUMENTED       NGS
 AK0666  HISTORY     - 1986     GOOD             FLDNR
 AK0666
 AK0666                          STATION DESCRIPTION
 AK0666
 AK0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0666'4 MI S FROM OAKHILL.
 AK0666'ABOUT 4.0 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AK0666'THE CROSSING OF WEST HALIFAX AVENUE AT OAK HILL, ABOUT 0.05
 AK0666'MILE EAST OF THE TRACK AND THE TRESTLE OVER TURNBULL CREEK,
 AK0666'44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BOAT SHED, ALONG
 AK0666'THE NORTH BANK OF TURNBULL CREEK, 14.4 FEET NORTH OF THE NORTH
 AK0666'END OF A WOODEN DOCK LEADING TO TIDE GAUGE IN TURNBULL RIVER,
 AK0666'34 FEET WEST OF THE WEST EDGE OF WATERWAY LEADING NORTH TO BOAT
 AK0666'SHED, 99 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 AK0666'WITH METAL SIDING USED AS A CAMP, 2 FEET SOUTH OF A WOODEN
 AK0666'WITNESS POST WITH WITNESS SIGN ATTACHED, SET IN THE TOP OF A
 AK0666'CONCRETE POST FLUSH WITH THE GROUND.  SCOTTSMOOR TIDE STATION.
 AK0666
 AK0666                          STATION RECOVERY (1986)
 AK0666
 AK0666'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0666'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0666'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0666'ALONG EAST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0666'4.4 MILES SOUTH ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY LINE
 AK0666'ROAD (A DIRT ROAD), GO 0.55 MILE SOUTH ALONG COUNTY LINE ROAD TO A
 AK0666'JUNCTION OF A DIRT ROAD, GO 0.45 MILE EAST ALONG DIRT ROAD TO ITS
 AK0666'END, CONTINUE ON FOOT 0.05 MILE EAST TO THE RAILROAD, GO 0.1 MILE
 AK0666'NORTH-NORTHEAST ALONG THE TRACK OF THE NORTH END OF THE TRESTLE OVER
 AK0666'TURNBULL CREEK, GO APPROXIMATELY 450 FEET SOUTHEAST ALONG THE
 AK0666'NORTHEAST BANK OF TURNBULL CREEK TO THE MARK.  THE MARK ALSO BEARS
 AK0666'4.5 FEET NORTHEAST OF A PALM TREE, 37.0 FEET NORTHWEST OF A BOAT
 AK0666'SLIP, AND 4.0 FEET SOUTH OF CEDAR TREE AND A WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0667 ***********************************************************************
 AK0667  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0667  DESIGNATION -  872 1323 TIDAL 3
 AK0667  PID         -  AK0667
 AK0667  STATE/COUNTY-  FL/VOLUSIA
 AK0667  USGS QUAD   -  OAK HILL (1949)
 AK0667
 AK0667                         *CURRENT SURVEY CONTROL
 AK0667  ___________________________________________________________________
 AK0667* NAD 83(1986)-  28 48 20.     (N)    080 51 33.     (W)     SCALED    
 AK0667* NAVD 88     -         0.757  (meters)       2.48   (feet)  ADJUSTED  
 AK0667  ___________________________________________________________________
 AK0667  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK0667  DYNAMIC HT  -           0.756 (meters)       2.48  (feet)  COMP
 AK0667  MODELED GRAV-     979,253.7   (mgal)                       NAVD 88
 AK0667
 AK0667  VERT ORDER  -  FIRST     CLASS II
 AK0667
 AK0667.The horizontal coordinates were scaled from a topographic map and have
 AK0667.an estimated accuracy of +/- 6 seconds.
 AK0667
 AK0667.The orthometric height was determined by differential leveling
 AK0667.and adjusted by the National Geodetic Survey in September 1996..
 AK0667
 AK0667.This Tidal Bench Mark is designated as VM 5318
 AK0667.by the Center for Operational Oceanographic Products and Services.
 AK0667
 AK0667.The geoid height was determined by GEOID03.
 AK0667
 AK0667.The dynamic height is computed by dividing the NAVD 88
 AK0667.geopotential number by the normal gravity value computed on the
 AK0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0667.degrees latitude (g = 980.6199 gals.).
 AK0667
 AK0667.The modeled gravity was interpolated from observed gravity values.
 AK0667
 AK0667;                    North         East    Units  Estimated Accuracy
 AK0667;SPC FL E     -   495,490.      213,750.      MT  (+/- 180 meters Scaled)
 AK0667
 AK0667                          SUPERSEDED SURVEY CONTROL
 AK0667
 AK0667  NAVD 88 (06/15/91)    0.754  (m)            2.47   (f) UNKNOWN     1 2
 AK0667  NGVD 29 (09/01/92)    1.133  (m)            3.72   (f) ADJUSTED    1 2
 AK0667
 AK0667.Superseded values are not recommended for survey control.
 AK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0667.See file dsdata.txt to determine how the superseded data were derived.
 AK0667
 AK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM137864(NAD 83)
 AK0667_MARKER: DJ = TIDAL STATION DISK
 AK0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0667_SP_SET: CONCRETE POST
 AK0667_STAMPING: NO 3 1970
 AK0667_MARK LOGO: CGS   
 AK0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0667+STABILITY: SURFACE MOTION
 AK0667
 AK0667  HISTORY     - Date     Condition        Report By
 AK0667  HISTORY     - 1970     MONUMENTED       NGS
 AK0667  HISTORY     - 1986     GOOD             FLDNR
 AK0667
 AK0667                          STATION DESCRIPTION
 AK0667
 AK0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0667'4 MI S FROM OAK HILL.
 AK0667'ABOUT 4.0 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AK0667'THE CROSSING OF WEST HALIFAX AVENUE AT OAK HILL, ABOUT 0.05 MILE
 AK0667'EAST OF THE TRACK AND A TRESTLE OVER TURNBULL CREEK, 60.5 FEET
 AK0667'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY HOUSE
 AK0667'WITH METAL SIDING USED AS A CAMP, 9 FEET WEST OF THE TRAIL
 AK0667'LEADING TO HOUSE, 2 FEET SOUTH OF A WOODEN WITNESS POST WITH
 AK0667'METAL WITNESS SIGN ATTACHED, ABOUT LEVEL WITH THE TRAIL AND SET
 AK0667'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 AK0667'OF THE GROUND.  SCOTTSMOOR TIDE GAUGE.  NOTE-- MARK IS ABOUT
 AK0667'125 FEET NORTH OF THE NORTH EDGE OF TURNBULL CREEK.
 AK0667
 AK0667                          STATION RECOVERY (1986)
 AK0667
 AK0667'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0667'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0667'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0667'ALONG EAST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0667'4.4 MILES SOUTH ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY LINE
 AK0667'ROAD (A DIRT ROAD), GO 0.55 MILE SOUTH ALONG COUNTY LINE ROAD TO A
 AK0667'JUNCTION OF A DIRT ROAD, GO 0.45 MILE EAST ALONG DIRT ROAD TO ITS
 AK0667'END, CONTINUE ON FOOT 0.05 MILE EAST TO THE RAILROAD, GO 0.1 MILE
 AK0667'NORTH-NORTHEAST ALONG THE TRACK OF THE NORTH END OF THE TRESTLE OVER
 AK0667'TURNBULL CREEK, GO APPROXIMATELY 450 FEET SOUTHEAST ALONG THE
 AK0667'NORTHEAST BANK OF TURNBULL CREEK TO THE MARK.  THE MARK ALSO BEARS
 AK0667'3.7 FEET SOUTH OF A 2 FOOT DIAMETER PALM TREE, 1.8 FEET SOUTHWEST OF
 AK0667'A GATE POST, SOUTHWEST OF A FENCE AND NORTHEAST OF A 1 FOOT DIAMETER
 AK0667'CEDAR TREE.  THE GATE AND WITNESS POST ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5331 ***********************************************************************
 AK5331  DESIGNATION -  872 1324 TIDAL 1
 AK5331  PID         -  AK5331
 AK5331  STATE/COUNTY-  FL/SEMINOLE
 AK5331  USGS QUAD   -  SANFORD (1988)
 AK5331
 AK5331                         *CURRENT SURVEY CONTROL
 AK5331  ___________________________________________________________________
 AK5331* NAD 83(1986)-  28 48 53.     (N)    081 16 04.     (W)     SCALED    
 AK5331* NAVD 88     -         2.281  (meters)       7.48   (feet)  ADJUSTED  
 AK5331  ___________________________________________________________________
 AK5331  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AK5331  DYNAMIC HT  -           2.278 (meters)       7.47  (feet)  COMP
 AK5331  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 AK5331
 AK5331  VERT ORDER  -  FIRST     CLASS II
 AK5331
 AK5331.The horizontal coordinates were scaled from a topographic map and have
 AK5331.an estimated accuracy of +/- 6 seconds.
 AK5331
 AK5331.The orthometric height was determined by differential leveling
 AK5331.and adjusted by the National Geodetic Survey in June 1991..
 AK5331
 AK5331.The geoid height was determined by GEOID03.
 AK5331
 AK5331.The dynamic height is computed by dividing the NAVD 88
 AK5331.geopotential number by the normal gravity value computed on the
 AK5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5331.degrees latitude (g = 980.6199 gals.).
 AK5331
 AK5331.The modeled gravity was interpolated from observed gravity values.
 AK5331
 AK5331;                    North         East    Units  Estimated Accuracy
 AK5331;SPC FL E     -   496,530.      173,860.      MT  (+/- 180 meters Scaled)
 AK5331
 AK5331                          SUPERSEDED SURVEY CONTROL
 AK5331
 AK5331  NGVD 29 (09/01/92)    2.593  (m)            8.51   (f) ADJUSTED    1 2
 AK5331
 AK5331.Superseded values are not recommended for survey control.
 AK5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5331.See file dsdata.txt to determine how the superseded data were derived.
 AK5331
 AK5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM738874(NAD 83)
 AK5331_MARKER: DB = BENCH MARK DISK
 AK5331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5331_STAMPING: NO 1 1938
 AK5331_MARK LOGO: CGS   
 AK5331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5331+STABILITY: SURFACE MOTION
 AK5331
 AK5331  HISTORY     - Date     Condition        Report By
 AK5331  HISTORY     - UNK      MONUMENTED
 AK5331  HISTORY     - 1978     GOOD             NGS
 AK5331  HISTORY     - 1986     GOOD             FLDNR
 AK5331  HISTORY     - 19910519 GOOD             USPSQD
 AK5331
 AK5331                          STATION DESCRIPTION
 AK5331
 AK5331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5331'IN SANFORD.
 AK5331'THIS DESCRIPTION WAS TAKEN FROM TIDAL DESCRIPTIONS.
 AK5331'BENCH MARK 1 1938 IS A STANDARD DISK STAMPED NO 1 1938. SET IN TOP OF
 AK5331'CONCRETE BULKHEAD, IN RAISED SECTION OF BULKHEAD ON CURVE THAT
 AK5331'CONNECTS EAST SIDE OF MUNICIPAL PIER WITH BULKHEAD. IT IS 60 FT
 AK5331'SOUTHEAST OF MUNICIPAL FLAGPOLE AND FIVE AND ONE-HALF FT FROM CENTER
 AK5331'OF INTERSECTION OF PARK AVENUE AND US HIWAY 17.
 AK5331
 AK5331                          STATION RECOVERY (1986)
 AK5331
 AK5331'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5331'RECOVERED AS DECRIBED.
 AK5331
 AK5331                          STATION RECOVERY (1991)
 AK5331
 AK5331'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AK5331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7011 ***********************************************************************
 AK7011  DESIGNATION -  872 1371 F TIDAL
 AK7011  PID         -  AK7011
 AK7011  STATE/COUNTY-  FL/BREVARD
 AK7011  USGS QUAD   -  MIMS (1989)
 AK7011
 AK7011                         *CURRENT SURVEY CONTROL
 AK7011  ___________________________________________________________________
 AK7011* NAD 83(1986)-  28 43 57.     (N)    080 45 02.     (W)     SCALED    
 AK7011* NAVD 88     -         2.003  (meters)       6.57   (feet)  ADJUSTED  
 AK7011  ___________________________________________________________________
 AK7011  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK7011  DYNAMIC HT  -           2.001 (meters)       6.56  (feet)  COMP
 AK7011  MODELED GRAV-     979,247.0   (mgal)                       NAVD 88
 AK7011
 AK7011  VERT ORDER  -  SECOND    CLASS I
 AK7011
 AK7011.The horizontal coordinates were scaled from a topographic map and have
 AK7011.an estimated accuracy of +/- 6 seconds.
 AK7011
 AK7011.The orthometric height was determined by differential leveling
 AK7011.and adjusted by the National Geodetic Survey in September 1996..
 AK7011
 AK7011.The geoid height was determined by GEOID03.
 AK7011
 AK7011.The dynamic height is computed by dividing the NAVD 88
 AK7011.geopotential number by the normal gravity value computed on the
 AK7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7011.degrees latitude (g = 980.6199 gals.).
 AK7011
 AK7011.The modeled gravity was interpolated from observed gravity values.
 AK7011
 AK7011;                    North         East    Units  Estimated Accuracy
 AK7011;SPC FL E     -   487,410.      224,370.      MT  (+/- 180 meters Scaled)
 AK7011
 AK7011                          SUPERSEDED SURVEY CONTROL
 AK7011
 AK7011  NGVD 29 (09/01/92)    2.384  (m)            7.82   (f) ADJUSTED    2 1
 AK7011
 AK7011.Superseded values are not recommended for survey control.
 AK7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7011.See file dsdata.txt to determine how the superseded data were derived.
 AK7011
 AK7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM243783(NAD 83)
 AK7011_MARKER: DJ = TIDAL STATION DISK
 AK7011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK7011_SP_SET: CULVERT
 AK7011_STAMPING: 1371 F 1986
 AK7011_MARK LOGO: NOS   
 AK7011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7011+STABILITY: SURFACE MOTION
 AK7011
 AK7011  HISTORY     - Date     Condition        Report By
 AK7011  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7011
 AK7011                          STATION DESCRIPTION
 AK7011
 AK7011'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7011'11.25 MI SE FROM OAK HILL.
 AK7011'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK7011'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK7011'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK7011'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK7011'CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO THE
 AK7011'HAULOVER CANAL RECREATION AREA AND THE MARK.  THE MARK IS SET IN THE
 AK7011'WEST END OF A CULVERT.  THE MARK BEARS 35.6 FEET EAST-NORTHEAST OF
 AK7011'THE CENTERLINE OF KENNEDY PARKWAY AND 17.5 FEET NORTH-NORTHWEST OF
 AK7011'THE CENTERLINE OF THE ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0725 ***********************************************************************
 AK0725  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0725  DESIGNATION -  872 1371 TIDAL 2
 AK0725  PID         -  AK0725
 AK0725  STATE/COUNTY-  FL/BREVARD
 AK0725  USGS QUAD   -  MIMS (1989)
 AK0725
 AK0725                         *CURRENT SURVEY CONTROL
 AK0725  ___________________________________________________________________
 AK0725* NAD 83(1986)-  28 44 12.     (N)    080 45 00.     (W)     SCALED    
 AK0725* NAVD 88     -         1.071  (meters)       3.51   (feet)  ADJUSTED  
 AK0725  ___________________________________________________________________
 AK0725  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK0725  DYNAMIC HT  -           1.070 (meters)       3.51  (feet)  COMP
 AK0725  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 AK0725
 AK0725  VERT ORDER  -  FIRST     CLASS II
 AK0725
 AK0725.The horizontal coordinates were scaled from a topographic map and have
 AK0725.an estimated accuracy of +/- 6 seconds.
 AK0725
 AK0725.The orthometric height was determined by differential leveling
 AK0725.and adjusted by the National Geodetic Survey in June 1991..
 AK0725
 AK0725.This Tidal Bench Mark is designated as VM 10775
 AK0725.by the Center for Operational Oceanographic Products and Services.
 AK0725
 AK0725.The geoid height was determined by GEOID03.
 AK0725
 AK0725.The dynamic height is computed by dividing the NAVD 88
 AK0725.geopotential number by the normal gravity value computed on the
 AK0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0725.degrees latitude (g = 980.6199 gals.).
 AK0725
 AK0725.The modeled gravity was interpolated from observed gravity values.
 AK0725
 AK0725;                    North         East    Units  Estimated Accuracy
 AK0725;SPC FL E     -   487,870.      224,420.      MT  (+/- 180 meters Scaled)
 AK0725
 AK0725                          SUPERSEDED SURVEY CONTROL
 AK0725
 AK0725  NGVD 29 (09/01/92)    1.455  (m)            4.77   (f) ADJUSTED    1 2
 AK0725
 AK0725.Superseded values are not recommended for survey control.
 AK0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0725.See file dsdata.txt to determine how the superseded data were derived.
 AK0725
 AK0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM244788(NAD 83)
 AK0725_MARKER: DJ = TIDAL STATION DISK
 AK0725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK0725_SP_SET: PATIO
 AK0725_STAMPING: NO 2 1970
 AK0725_MARK LOGO: CGS   
 AK0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0725
 AK0725  HISTORY     - Date     Condition        Report By
 AK0725  HISTORY     - 1970     MONUMENTED       NGS
 AK0725  HISTORY     - 1986     GOOD             FLDNR
 AK0725  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0725
 AK0725                          STATION DESCRIPTION
 AK0725
 AK0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0725'15.5 MI NE FROM TITUSVILLE.
 AK0725'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION OF
 AK0725'U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 7.2 MILES NORTH ALONG STATE
 AK0725'HIGHWAY A 1 A (OLD), THENCE 0.2 MILE NORTHEAST ALONG A PRIVATE
 AK0725'BLACK TOPPED ROAD, THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD,
 AK0725'SET ON THE TOP OF THE NORTHEAST CORNER OF A CONCRETE PATIO FOR
 AK0725'A LARGE RESIDENCE, 17 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AK0725'HOUSE, 72.3 FEET WEST OF TIDAL NO 1 DESCRIBED, 1.4 FEET SOUTHWEST
 AK0725'OF THE NORTHEAST CORNER OF THE PATIO AND FLUSH WITH THE GROUND.
 AK0725'TIDAL STATION HAULOVER CANAL.
 AK0725
 AK0725                          STATION RECOVERY (1986)
 AK0725
 AK0725'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0725'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0725'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0725'ALONG WEST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0725'2.0 MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF
 AK0725'KENNEDY PARKWAY, GO 8.75 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE
 AK0725'HAULOVER CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO
 AK0725'THE HAULOVER CANAL RECREATION AREA (THE BLACK TOP ROAD).  OLD STATE
 AK0725'HIGHWAY A1A IS NOW CALLED KENNEDY PARKWAY.  THE PRIVATE DRIVEWAY IS A
 AK0725'SAND ROAD, THE HOUSE IS GONE (ONLY THE FOUNDATION AND PATIO REMAIN),
 AK0725'AND BENCH MARK NO 1 1970 IS DESTROYED.  THE MARK ALSO BEARS 75.5 FEET
 AK0725'SOUTHWEST OF THE LAGOON.
 AK0725
 AK0725                          STATION RECOVERY (1990)
 AK0725
 AK0725'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0724 ***********************************************************************
 AK0724  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0724  DESIGNATION -  872 1371 TIDAL 3
 AK0724  PID         -  AK0724
 AK0724  STATE/COUNTY-  FL/BREVARD
 AK0724  USGS QUAD   -  MIMS (1989)
 AK0724
 AK0724                         *CURRENT SURVEY CONTROL
 AK0724  ___________________________________________________________________
 AK0724* NAD 83(1986)-  28 44 12.     (N)    080 44 59.     (W)     SCALED    
 AK0724* NAVD 88     -         0.967  (meters)       3.17   (feet)  ADJUSTED  
 AK0724  ___________________________________________________________________
 AK0724  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK0724  DYNAMIC HT  -           0.966 (meters)       3.17  (feet)  COMP
 AK0724  MODELED GRAV-     979,247.5   (mgal)                       NAVD 88
 AK0724
 AK0724  VERT ORDER  -  FIRST     CLASS II
 AK0724
 AK0724.The horizontal coordinates were scaled from a topographic map and have
 AK0724.an estimated accuracy of +/- 6 seconds.
 AK0724
 AK0724.The orthometric height was determined by differential leveling
 AK0724.and adjusted by the National Geodetic Survey in September 1996..
 AK0724
 AK0724.This Tidal Bench Mark is designated as VM 10776
 AK0724.by the Center for Operational Oceanographic Products and Services.
 AK0724
 AK0724.The geoid height was determined by GEOID03.
 AK0724
 AK0724.The dynamic height is computed by dividing the NAVD 88
 AK0724.geopotential number by the normal gravity value computed on the
 AK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0724.degrees latitude (g = 980.6199 gals.).
 AK0724
 AK0724.The modeled gravity was interpolated from observed gravity values.
 AK0724
 AK0724;                    North         East    Units  Estimated Accuracy
 AK0724;SPC FL E     -   487,870.      224,450.      MT  (+/- 180 meters Scaled)
 AK0724
 AK0724                          SUPERSEDED SURVEY CONTROL
 AK0724
 AK0724  NAVD 88 (06/15/91)    0.976  (m)            3.20   (f) UNKNOWN     1 2
 AK0724  NGVD 29 (09/01/92)    1.351  (m)            4.43   (f) ADJUSTED    1 2
 AK0724
 AK0724.Superseded values are not recommended for survey control.
 AK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0724.See file dsdata.txt to determine how the superseded data were derived.
 AK0724
 AK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM244788(NAD 83)
 AK0724_MARKER: DJ = TIDAL STATION DISK
 AK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0724_SP_SET: CONCRETE POST
 AK0724_STAMPING: NO 3 1970
 AK0724_MARK LOGO: CGS   
 AK0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0724+STABILITY: SURFACE MOTION
 AK0724
 AK0724  HISTORY     - Date     Condition        Report By
 AK0724  HISTORY     - 1930     MONUMENTED       CGS
 AK0724  HISTORY     - 1986     GOOD             FLDNR
 AK0724  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0724
 AK0724                          STATION DESCRIPTION
 AK0724
 AK0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AK0724'15.5 MI NE FROM TITUSVILLE.
 AK0724'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION
 AK0724'OF U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 7.2 MILES NORTH ALONG
 AK0724'OLD STATE HIGHWAY A 1 A, THENCE 0.2 MILE NORTHEAST ALONG A BLACK
 AK0724'TOPPED ROAD, THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD, NEAR THE
 AK0724'END OF THE DRIVE, 58 FEET EAST OF BENCH MARK W 215 DESCRIBED,
 AK0724'37 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE RESIDENCE,
 AK0724'24 FEET SOUTHWEST OF A LARGE LONE CABBAGE PALM TREE, ABOUT LEVEL
 AK0724'WITH THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AK0724'THE GROUND.  TIDAL STATION HAULOVER CANAL.
 AK0724
 AK0724                          STATION RECOVERY (1986)
 AK0724
 AK0724'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0724'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0724'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0724'ALONG WEST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0724'2.  MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF
 AK0724'KENNEDY PARKWAY, GO 8.75 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE
 AK0724'HAULOVER CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO
 AK0724'THE HAULOVER CANAL RECREATION AREA (THE BLACK TOP ROAD).  OLD STATE
 AK0724'HIGHWAY A1A IS NOW CALLED KENNEDY PARKWAY.  THE PRIVATE DRIVEWAY IS A
 AK0724'SAND ROAD, THE HOUSE IS GONE (ONLY THE FOUNDATION REMAINS), THE MARK
 AK0724'BEARS 12.0 FEET NORTH OF THE CENTERLINE OF THE SAND ROAD, 78.5 FEET
 AK0724'NORTHWEST OF BENCH MARK NO 2 1970 AND 141.5 FEET SOUTHWEST OF THE
 AK0724'LAGOON.
 AK0724
 AK0724                          STATION RECOVERY (1990)
 AK0724
 AK0724'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0728 ***********************************************************************
 AK0728  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0728  DESIGNATION -  872 1371 TIDAL 4
 AK0728  PID         -  AK0728
 AK0728  STATE/COUNTY-  FL/BREVARD
 AK0728  USGS QUAD   -  MIMS (1989)
 AK0728
 AK0728                         *CURRENT SURVEY CONTROL
 AK0728  ___________________________________________________________________
 AK0728* NAD 83(1986)-  28 44 08.     (N)    080 45 03.     (W)     SCALED    
 AK0728* NAVD 88     -         0.712  (meters)       2.34   (feet)  ADJUSTED  
 AK0728  ___________________________________________________________________
 AK0728  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK0728  DYNAMIC HT  -           0.711 (meters)       2.33  (feet)  COMP
 AK0728  MODELED GRAV-     979,247.4   (mgal)                       NAVD 88
 AK0728
 AK0728  VERT ORDER  -  FIRST     CLASS II
 AK0728
 AK0728.The horizontal coordinates were scaled from a topographic map and have
 AK0728.an estimated accuracy of +/- 6 seconds.
 AK0728
 AK0728.The orthometric height was determined by differential leveling
 AK0728.and adjusted by the National Geodetic Survey in June 1991..
 AK0728
 AK0728.This Tidal Bench Mark is designated as VM 10777
 AK0728.by the Center for Operational Oceanographic Products and Services.
 AK0728
 AK0728.The geoid height was determined by GEOID03.
 AK0728
 AK0728.The dynamic height is computed by dividing the NAVD 88
 AK0728.geopotential number by the normal gravity value computed on the
 AK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0728.degrees latitude (g = 980.6199 gals.).
 AK0728
 AK0728.The modeled gravity was interpolated from observed gravity values.
 AK0728
 AK0728;                    North         East    Units  Estimated Accuracy
 AK0728;SPC FL E     -   487,750.      224,340.      MT  (+/- 180 meters Scaled)
 AK0728
 AK0728                          SUPERSEDED SURVEY CONTROL
 AK0728
 AK0728  NGVD 29 (09/01/92)    1.095  (m)            3.59   (f) ADJUSTED    1 2
 AK0728
 AK0728.Superseded values are not recommended for survey control.
 AK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0728.See file dsdata.txt to determine how the superseded data were derived.
 AK0728
 AK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM243787(NAD 83)
 AK0728_MARKER: DJ = TIDAL STATION DISK
 AK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0728_SP_SET: CONCRETE POST
 AK0728_STAMPING: NO 4 1970
 AK0728_MARK LOGO: CGS   
 AK0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0728+STABILITY: SURFACE MOTION
 AK0728
 AK0728  HISTORY     - Date     Condition        Report By
 AK0728  HISTORY     - 1970     MONUMENTED       NGS
 AK0728  HISTORY     - 1986     GOOD             FLDNR
 AK0728  HISTORY     - 20000606 GOOD             USPSQD
 AK0728
 AK0728                          STATION DESCRIPTION
 AK0728
 AK0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0728'15.4 MI NE FROM TITUSVILLE.
 AK0728'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION
 AK0728'OF U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 7.2 MILES NORTH ALONG
 AK0728'OLD STATE HIGHWAY A 1 A, THENCE 0.2 MILE NORTHEAST ALONG A BLACK
 AK0728'TOPPED ROAD, AT A Y JUNCTION FORMED BY THE BLACK TOPPED ROAD AND
 AK0728'A SAND ROAD LEADING EAST TO MOSQUITO LAGOON, ABOUT 100 FEET
 AK0728'NORTHEAST OF THE CENTER OF THE JUNCTION, 24 FEET NORTH OF THE
 AK0728'CENTER LINE OF THE ROAD EAST, 14 FEET EAST OF A POWER LINE POLE,
 AK0728'2 FEET WEST OF A WOODEN WITNESS POST WITH A WITNESS SIGN, ABOUT
 AK0728'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AK0728'1 INCH ABOVE THE LEVEL OF THE GROUND.  TIDAL STATION HAULOVER CANAL.
 AK0728
 AK0728                          STATION RECOVERY (1986)
 AK0728
 AK0728'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0728'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK0728'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK0728'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK0728'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK0728'CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO THE
 AK0728'HAULOVER CANAL RECRATION AREA (THE BLACK TOP ROAD).  THE POWER POLE
 AK0728'IS GONE AND THE MARK IS 0.1 FOOT BELOW GROUND.  THE MARK BEARS 35.0
 AK0728'FEET EAST OF THE CENTERLINE OF THE BLACK TOP ROAD.  OLD STATE HIGHWAY
 AK0728'A1A IS NOW CALLED KENNEDY PARKWAY.
 AK0728
 AK0728                          STATION RECOVERY (2000)
 AK0728
 AK0728'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7010 ***********************************************************************
 AK7010  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7010  DESIGNATION -  872 1374 TIDAL 1 RESET
 AK7010  PID         -  AK7010
 AK7010  STATE/COUNTY-  FL/BREVARD
 AK7010  USGS QUAD   -  MIMS (1989)
 AK7010
 AK7010                         *CURRENT SURVEY CONTROL
 AK7010  ___________________________________________________________________
 AK7010* NAD 83(1986)-  28 44 11.     (N)    080 45 17.     (W)     SCALED    
 AK7010* NAVD 88     -         1.127  (meters)       3.70   (feet)  ADJUSTED  
 AK7010  ___________________________________________________________________
 AK7010  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK7010  DYNAMIC HT  -           1.126 (meters)       3.69  (feet)  COMP
 AK7010  MODELED GRAV-     979,247.4   (mgal)                       NAVD 88
 AK7010
 AK7010  VERT ORDER  -  SECOND    CLASS I
 AK7010
 AK7010.The horizontal coordinates were scaled from a topographic map and have
 AK7010.an estimated accuracy of +/- 6 seconds.
 AK7010
 AK7010.The orthometric height was determined by differential leveling
 AK7010.and adjusted by the National Geodetic Survey in September 1996..
 AK7010
 AK7010.This Tidal Bench Mark is designated as VM 5324
 AK7010.by the Center for Operational Oceanographic Products and Services.
 AK7010
 AK7010.The geoid height was determined by GEOID03.
 AK7010
 AK7010.The dynamic height is computed by dividing the NAVD 88
 AK7010.geopotential number by the normal gravity value computed on the
 AK7010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7010.degrees latitude (g = 980.6199 gals.).
 AK7010
 AK7010.The modeled gravity was interpolated from observed gravity values.
 AK7010
 AK7010;                    North         East    Units  Estimated Accuracy
 AK7010;SPC FL E     -   487,840.      223,960.      MT  (+/- 180 meters Scaled)
 AK7010
 AK7010                          SUPERSEDED SURVEY CONTROL
 AK7010
 AK7010  NGVD 29 (09/01/92)    1.507  (m)            4.94   (f) ADJUSTED    2 1
 AK7010
 AK7010.Superseded values are not recommended for survey control.
 AK7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7010.See file dsdata.txt to determine how the superseded data were derived.
 AK7010
 AK7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM239788(NAD 83)
 AK7010_MARKER: DB = BENCH MARK DISK
 AK7010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK7010_SP_SET: BULKHEAD
 AK7010_STAMPING: NO 1 1972
 AK7010_MARK LOGO: CGS   
 AK7010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7010+STABILITY: SURFACE MOTION
 AK7010
 AK7010  HISTORY     - Date     Condition        Report By
 AK7010  HISTORY     - 1972     MONUMENTED       NOS
 AK7010  HISTORY     - 1986     GOOD             FLDNR
 AK7010  HISTORY     - 20000606 GOOD             USPSQD
 AK7010
 AK7010                          STATION DESCRIPTION
 AK7010
 AK7010'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7010'10.9 MI SE FROM OAK HILL.
 AK7010'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK7010'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK7010'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK7010'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK7010'CANAL AND THE MARK.  THE MARK IS SET FLUSH IN THE NORTHWEST END OF
 AK7010'THE CONCRETE BULKHEAD, LOCATED UNDER THE NORTH END OF THE BRIDGE.
 AK7010'THE MARK BEARS 35.4 FEET WEST OF THE WEST SIDE OF THE BRIDGE.
 AK7010
 AK7010                          STATION RECOVERY (2000)
 AK7010
 AK7010'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK7010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7012 ***********************************************************************
 AK7012  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7012  DESIGNATION -  872 1374 TIDAL 2
 AK7012  PID         -  AK7012
 AK7012  STATE/COUNTY-  FL/BREVARD
 AK7012  USGS QUAD   -  MIMS (1989)
 AK7012
 AK7012                         *CURRENT SURVEY CONTROL
 AK7012  ___________________________________________________________________
 AK7012* NAD 83(1986)-  28 44 10.     (N)    080 45 15.     (W)     SCALED    
 AK7012* NAVD 88     -         1.134  (meters)       3.72   (feet)  ADJUSTED  
 AK7012  ___________________________________________________________________
 AK7012  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK7012  DYNAMIC HT  -           1.133 (meters)       3.72  (feet)  COMP
 AK7012  MODELED GRAV-     979,247.4   (mgal)                       NAVD 88
 AK7012
 AK7012  VERT ORDER  -  SECOND    CLASS I
 AK7012
 AK7012.The horizontal coordinates were scaled from a topographic map and have
 AK7012.an estimated accuracy of +/- 6 seconds.
 AK7012
 AK7012.The orthometric height was determined by differential leveling
 AK7012.and adjusted by the National Geodetic Survey in September 1996..
 AK7012
 AK7012.This Tidal Bench Mark is designated as VM 5325
 AK7012.by the Center for Operational Oceanographic Products and Services.
 AK7012
 AK7012.The geoid height was determined by GEOID03.
 AK7012
 AK7012.The dynamic height is computed by dividing the NAVD 88
 AK7012.geopotential number by the normal gravity value computed on the
 AK7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7012.degrees latitude (g = 980.6199 gals.).
 AK7012
 AK7012.The modeled gravity was interpolated from observed gravity values.
 AK7012
 AK7012;                    North         East    Units  Estimated Accuracy
 AK7012;SPC FL E     -   487,810.      224,010.      MT  (+/- 180 meters Scaled)
 AK7012
 AK7012                          SUPERSEDED SURVEY CONTROL
 AK7012
 AK7012  NGVD 29 (09/01/92)    1.514  (m)            4.97   (f) ADJUSTED    2 1
 AK7012
 AK7012.Superseded values are not recommended for survey control.
 AK7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7012.See file dsdata.txt to determine how the superseded data were derived.
 AK7012
 AK7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM240787(NAD 83)
 AK7012_MARKER: DB = BENCH MARK DISK
 AK7012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK7012_SP_SET: BULKHEAD
 AK7012_STAMPING: NO 2 1972
 AK7012_MARK LOGO: CGS   
 AK7012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7012+STABILITY: SURFACE MOTION
 AK7012
 AK7012  HISTORY     - Date     Condition        Report By
 AK7012  HISTORY     - 1972     MONUMENTED       NOS
 AK7012  HISTORY     - 1986     GOOD             FLDNR
 AK7012
 AK7012                          STATION DESCRIPTION
 AK7012
 AK7012'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7012'10.95 MI SE FROM OAK HILL.
 AK7012'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK7012'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK7012'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK7012'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK7012'CANAL AND THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHWEST END OF
 AK7012'THE CONCRETE BULKHEAD LOCATED UNDER THE SOUTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0718 ***********************************************************************
 AK0718  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0718  DESIGNATION -  872 1374 TIDAL 3
 AK0718  PID         -  AK0718
 AK0718  STATE/COUNTY-  FL/BREVARD
 AK0718  USGS QUAD   -  MIMS (1989)
 AK0718
 AK0718                         *CURRENT SURVEY CONTROL
 AK0718  ___________________________________________________________________
 AK0718* NAD 83(1986)-  28 44 12.     (N)    080 45 18.     (W)     SCALED    
 AK0718* NAVD 88     -         2.583  (meters)       8.47   (feet)  ADJUSTED  
 AK0718  ___________________________________________________________________
 AK0718  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK0718  DYNAMIC HT  -           2.579 (meters)       8.46  (feet)  COMP
 AK0718  MODELED GRAV-     979,247.4   (mgal)                       NAVD 88
 AK0718
 AK0718  VERT ORDER  -  FIRST     CLASS II
 AK0718
 AK0718.The horizontal coordinates were scaled from a topographic map and have
 AK0718.an estimated accuracy of +/- 6 seconds.
 AK0718
 AK0718.The orthometric height was determined by differential leveling
 AK0718.and adjusted by the National Geodetic Survey in June 1991..
 AK0718
 AK0718.This Tidal Bench Mark is designated as VM 5322
 AK0718.by the Center for Operational Oceanographic Products and Services.
 AK0718
 AK0718.The geoid height was determined by GEOID03.
 AK0718
 AK0718.The dynamic height is computed by dividing the NAVD 88
 AK0718.geopotential number by the normal gravity value computed on the
 AK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0718.degrees latitude (g = 980.6199 gals.).
 AK0718
 AK0718.The modeled gravity was interpolated from observed gravity values.
 AK0718
 AK0718;                    North         East    Units  Estimated Accuracy
 AK0718;SPC FL E     -   487,870.      223,930.      MT  (+/- 180 meters Scaled)
 AK0718
 AK0718                          SUPERSEDED SURVEY CONTROL
 AK0718
 AK0718  NGVD 29 (09/01/92)    2.963  (m)            9.72   (f) ADJUSTED    1 2
 AK0718
 AK0718.Superseded values are not recommended for survey control.
 AK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0718.See file dsdata.txt to determine how the superseded data were derived.
 AK0718
 AK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM239788(NAD 83)
 AK0718_MARKER: DJ = TIDAL STATION DISK
 AK0718_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK0718_SP_SET: STEPS
 AK0718_STAMPING: NO 3 1941
 AK0718_MARK LOGO: CGS   
 AK0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0718
 AK0718  HISTORY     - Date     Condition        Report By
 AK0718  HISTORY     - 1941     MONUMENTED       CGS
 AK0718  HISTORY     - 1970     GOOD             NGS
 AK0718  HISTORY     - 1986     GOOD             FLDNR
 AK0718
 AK0718                          STATION DESCRIPTION
 AK0718
 AK0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0718'5 MI SE FROM SHILOH.
 AK0718'ABOUT 5.0 MILES SOUTHEAST ALONG THE NORTHWARD EXTENSION OF THE
 AK0718'KENNEDY PARKWAY (FORMERLY STATE HIGHWAY A1A) FROM THE BREVARD-VOLUSIA
 AK0718'COUNTY LINE, AT HAULOVER CANAL, SET IN TOP OF NORTHEAST END OF THIRD
 AK0718'CONCRETE STEP LEADING TO BACK ENTRANCE OF MAIN BUILDING OF THE
 AK0718'ALLENHURST FISHING CAMP, 32.5 FEET SOUTHWEST OF CENTERLINE OF OLD
 AK0718'ROAD, 59 FEET SOUTHWEST OF A VERY LARGE POWER LINE POLE, 54 FEET
 AK0718'WEST OF BARRICADE AT END OF OLD ROAD, AND SET ABOUT 2 FEET ABOVE
 AK0718'LEVEL OF OLD ROAD.  MARK MAY BE REACHED FROM NORTH OR SOUTH BY
 AK0718'GOING TO THE HAULOVER CANAL DRAWBRIDGE AND THE ALLENHURST FISHING
 AK0718'CAMP BUILDING WHICH IS ON NORTH SIDE OF THE CANAL AND APPROXIMATELY
 AK0718'200 FEET WEST OF THE BRIDGE CONTROL HOUSE.
 AK0718
 AK0718                          STATION RECOVERY (1986)
 AK0718
 AK0718'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0718'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FISH CAMP AND
 AK0718'POST OFFICE HAVE BEEN TORN DOWN, THE FOUNDATION AND STEPS REMAIN.
 AK0718'THE TOWNS OF ALLENHURST AND SHILOH NO LONGER EXIST.  THE MARK CAN BE
 AK0718'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0718'ALONG WEST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0718'2.2 MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF
 AK0718'KENNEDY PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE
 AK0718'HAULOVER CANAL AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5478 ***********************************************************************
 AJ5478  DESIGNATION -  872 1396 B TIDAL
 AJ5478  PID         -  AJ5478
 AJ5478  STATE/COUNTY-  FL/BREVARD
 AJ5478  USGS QUAD   -  MIMS (1989)
 AJ5478
 AJ5478                         *CURRENT SURVEY CONTROL
 AJ5478  ___________________________________________________________________
 AJ5478* NAD 83(1986)-  28 42 12.     (N)    080 45 30.     (W)     SCALED    
 AJ5478* NAVD 88     -         0.297  (meters)       0.97   (feet)  ADJUSTED  
 AJ5478  ___________________________________________________________________
 AJ5478  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AJ5478  DYNAMIC HT  -           0.297 (meters)       0.97  (feet)  COMP
 AJ5478  MODELED GRAV-     979,244.0   (mgal)                       NAVD 88
 AJ5478
 AJ5478  VERT ORDER  -  SECOND    CLASS I
 AJ5478
 AJ5478.The horizontal coordinates were scaled from a topographic map and have
 AJ5478.an estimated accuracy of +/- 6 seconds.
 AJ5478
 AJ5478.The orthometric height was determined by differential leveling
 AJ5478.and adjusted by the National Geodetic Survey in May 2004..
 AJ5478
 AJ5478.The geoid height was determined by GEOID03.
 AJ5478
 AJ5478.The dynamic height is computed by dividing the NAVD 88
 AJ5478.geopotential number by the normal gravity value computed on the
 AJ5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5478.degrees latitude (g = 980.6199 gals.).
 AJ5478
 AJ5478.The modeled gravity was interpolated from observed gravity values.
 AJ5478
 AJ5478;                    North         East    Units  Estimated Accuracy
 AJ5478;SPC FL E     -   484,180.      223,610.      MT  (+/- 180 meters Scaled)
 AJ5478
 AJ5478                          SUPERSEDED SURVEY CONTROL
 AJ5478
 AJ5478.No superseded survey control is available for this station.
 AJ5478
 AJ5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM236751(NAD 83)
 AJ5478_MARKER: F = FLANGE-ENCASED ROD
 AJ5478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5478_STAMPING: 1396 B 1999
 AJ5478_MARK LOGO: NGS   
 AJ5478_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5478_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5478+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5478_ROD/PIPE-DEPTH: 23.2 meters
 AJ5478
 AJ5478  HISTORY     - Date     Condition        Report By
 AJ5478  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5478
 AJ5478                          STATION DESCRIPTION
 AJ5478
 AJ5478'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5478'THE MARK IS AT MERRITT ISLAND ABOUT 7.5 MI (12.1 KM) NORTHEAST OF
 AJ5478'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5478'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5478'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5478'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5478'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5478'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5478'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5478'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5478'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5478'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.8 MI (6.1 KM) ON A VERY
 AJ5478'CURVING BERM ROAD TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 AJ5478'DRIVEN TO REFUSAL AT A DEPTH OF 76.0 FT (23.2 M) WITH A NGS LOGO CAP
 AJ5478'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ5478'LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM)
 AJ5478'BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 360.0 FT (109.7 M)
 AJ5478'NORTHEAST OF SURVEY MARK F 485 1999, 9.0 FT (2.7 M) NORTHWEST OF THE
 AJ5478'APPROXIMATE CENTERLINE OF THE BERM ROAD AND 3.0 FT (0.9 M) SOUTHEAST
 AJ5478'OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD
 AJ5478'THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5478'NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5478'402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5477 ***********************************************************************
 AJ5477  DESIGNATION -  872 1396 C TIDAL
 AJ5477  PID         -  AJ5477
 AJ5477  STATE/COUNTY-  FL/BREVARD
 AJ5477  USGS QUAD   -  MIMS (1989)
 AJ5477
 AJ5477                         *CURRENT SURVEY CONTROL
 AJ5477  ___________________________________________________________________
 AJ5477* NAD 83(1986)-  28 42 14.     (N)    080 45 23.     (W)     SCALED    
 AJ5477* NAVD 88     -         0.392  (meters)       1.29   (feet)  ADJUSTED  
 AJ5477  ___________________________________________________________________
 AJ5477  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AJ5477  DYNAMIC HT  -           0.391 (meters)       1.28  (feet)  COMP
 AJ5477  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 AJ5477
 AJ5477  VERT ORDER  -  SECOND    CLASS I
 AJ5477
 AJ5477.The horizontal coordinates were scaled from a topographic map and have
 AJ5477.an estimated accuracy of +/- 6 seconds.
 AJ5477
 AJ5477.The orthometric height was determined by differential leveling
 AJ5477.and adjusted by the National Geodetic Survey in May 2004..
 AJ5477
 AJ5477.The geoid height was determined by GEOID03.
 AJ5477
 AJ5477.The dynamic height is computed by dividing the NAVD 88
 AJ5477.geopotential number by the normal gravity value computed on the
 AJ5477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5477.degrees latitude (g = 980.6199 gals.).
 AJ5477
 AJ5477.The modeled gravity was interpolated from observed gravity values.
 AJ5477
 AJ5477;                    North         East    Units  Estimated Accuracy
 AJ5477;SPC FL E     -   484,240.      223,800.      MT  (+/- 180 meters Scaled)
 AJ5477
 AJ5477                          SUPERSEDED SURVEY CONTROL
 AJ5477
 AJ5477.No superseded survey control is available for this station.
 AJ5477
 AJ5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM237752(NAD 83)
 AJ5477_MARKER: F = FLANGE-ENCASED ROD
 AJ5477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5477_STAMPING: 1396 C 1999
 AJ5477_MARK LOGO: NGS   
 AJ5477_PROJECTION: RECESSED 30 CENTIMETERS
 AJ5477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5477+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5477_ROD/PIPE-DEPTH: 24.4 meters
 AJ5477
 AJ5477  HISTORY     - Date     Condition        Report By
 AJ5477  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5477
 AJ5477                          STATION DESCRIPTION
 AJ5477
 AJ5477'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5477'THE MARK IS AT MERRITT ISLAND ABOUT 7.6 MI (12.2 KM) NORTHEAST OF
 AJ5477'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE IN SECTION
 AJ5477'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5477'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5477'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5477'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5477'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5477'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5477'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5477'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5477'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.7 MI (6.0 KM) ON A VERY
 AJ5477'CURVING BERM ROAD TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 AJ5477'DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP
 AJ5477'RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18.3
 AJ5477'CM) BELOW THE LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.3
 AJ5477'FT (9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 492.0
 AJ5477'FT (150.0 M) NORTHEAST OF NGS LOGO CAP STAMPED 1396 B 1999, ABOUT
 AJ5477'328.0 FT (100.0 M) SOUTH OF SURVEY MARK 1396 D 1999, 9.5 FT (2.9 M)
 AJ5477'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 3.8 FT
 AJ5477'(1.2 M) NORTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 AJ5477'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT
 AJ5477'THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION
 AJ5477'CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5476 ***********************************************************************
 AJ5476  DESIGNATION -  872 1396 D TIDAL
 AJ5476  PID         -  AJ5476
 AJ5476  STATE/COUNTY-  FL/BREVARD
 AJ5476  USGS QUAD   -  MIMS (1989)
 AJ5476
 AJ5476                         *CURRENT SURVEY CONTROL
 AJ5476  ___________________________________________________________________
 AJ5476* NAD 83(1986)-  28 42 19.     (N)    080 45 22.     (W)     SCALED    
 AJ5476* NAVD 88     -         0.552  (meters)       1.81   (feet)  ADJUSTED  
 AJ5476  ___________________________________________________________________
 AJ5476  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AJ5476  DYNAMIC HT  -           0.551 (meters)       1.81  (feet)  COMP
 AJ5476  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 AJ5476
 AJ5476  VERT ORDER  -  SECOND    CLASS I
 AJ5476
 AJ5476.The horizontal coordinates were scaled from a topographic map and have
 AJ5476.an estimated accuracy of +/- 6 seconds.
 AJ5476
 AJ5476.The orthometric height was determined by differential leveling
 AJ5476.and adjusted by the National Geodetic Survey in May 2004..
 AJ5476
 AJ5476.The geoid height was determined by GEOID03.
 AJ5476
 AJ5476.The dynamic height is computed by dividing the NAVD 88
 AJ5476.geopotential number by the normal gravity value computed on the
 AJ5476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5476.degrees latitude (g = 980.6199 gals.).
 AJ5476
 AJ5476.The modeled gravity was interpolated from observed gravity values.
 AJ5476
 AJ5476;                    North         East    Units  Estimated Accuracy
 AJ5476;SPC FL E     -   484,390.      223,830.      MT  (+/- 180 meters Scaled)
 AJ5476
 AJ5476                          SUPERSEDED SURVEY CONTROL
 AJ5476
 AJ5476.No superseded survey control is available for this station.
 AJ5476
 AJ5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM238753(NAD 83)
 AJ5476_MARKER: DD = SURVEY DISK
 AJ5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5476_STAMPING: 1396 D 1999
 AJ5476_MARK LOGO: FLDEP 
 AJ5476_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5476+STABILITY: SURFACE MOTION
 AJ5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5476+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5476
 AJ5476  HISTORY     - Date     Condition        Report By
 AJ5476  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5476
 AJ5476                          STATION DESCRIPTION
 AJ5476
 AJ5476'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5476'THE MARK IS AT MERRITT ISLAND ABOUT 7.7 MI (12.4 KM) NORTHEAST OF
 AJ5476'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5476'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5476'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5476'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5476'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5476'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5476'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5476'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5476'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5476'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.6 MI (5.8 KM) ON A VERY
 AJ5476'CURVING BERM ROAD TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ5476'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AJ5476'GROUND AND BELOW THE LEVEL OF THE BERM ROAD. LOCATED ABOUT 492.0 FT
 AJ5476'(150.0 M) WEST-SOUTHWEST OF SURVEY MARK 1396 E TIDAL, ABOUT 328.0 FT
 AJ5476'(100.0 M) NORTH OF NGS LOGO CAP STAMPED 1396 C TIDAL, 14.4 FT (4.4 M)
 AJ5476'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 3.9 FT
 AJ5476'(1.2 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT
 AJ5476'THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION
 AJ5476'CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5475 ***********************************************************************
 AJ5475  DESIGNATION -  872 1396 E TIDAL
 AJ5475  PID         -  AJ5475
 AJ5475  STATE/COUNTY-  FL/BREVARD
 AJ5475  USGS QUAD   -  MIMS (1989)
 AJ5475
 AJ5475                         *CURRENT SURVEY CONTROL
 AJ5475  ___________________________________________________________________
 AJ5475* NAD 83(1986)-  28 42 17.     (N)    080 45 18.     (W)     SCALED    
 AJ5475* NAVD 88     -         0.434  (meters)       1.42   (feet)  ADJUSTED  
 AJ5475  ___________________________________________________________________
 AJ5475  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AJ5475  DYNAMIC HT  -           0.434 (meters)       1.42  (feet)  COMP
 AJ5475  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 AJ5475
 AJ5475  VERT ORDER  -  SECOND    CLASS I
 AJ5475
 AJ5475.The horizontal coordinates were scaled from a topographic map and have
 AJ5475.an estimated accuracy of +/- 6 seconds.
 AJ5475
 AJ5475.The orthometric height was determined by differential leveling
 AJ5475.and adjusted by the National Geodetic Survey in May 2004..
 AJ5475
 AJ5475.The geoid height was determined by GEOID03.
 AJ5475
 AJ5475.The dynamic height is computed by dividing the NAVD 88
 AJ5475.geopotential number by the normal gravity value computed on the
 AJ5475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5475.degrees latitude (g = 980.6199 gals.).
 AJ5475
 AJ5475.The modeled gravity was interpolated from observed gravity values.
 AJ5475
 AJ5475;                    North         East    Units  Estimated Accuracy
 AJ5475;SPC FL E     -   484,330.      223,940.      MT  (+/- 180 meters Scaled)
 AJ5475
 AJ5475                          SUPERSEDED SURVEY CONTROL
 AJ5475
 AJ5475.No superseded survey control is available for this station.
 AJ5475
 AJ5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM239752(NAD 83)
 AJ5475_MARKER: DD = SURVEY DISK
 AJ5475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5475_STAMPING: 1396 E 1999
 AJ5475_MARK LOGO: FLDEP 
 AJ5475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5475+STABILITY: SURFACE MOTION
 AJ5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5475+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5475
 AJ5475  HISTORY     - Date     Condition        Report By
 AJ5475  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5475
 AJ5475                          STATION DESCRIPTION
 AJ5475
 AJ5475'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5475'THE MARK IS AT MERRITT ISLAND ABOUT 7.7 MI (12.4 KM) NORTHEAST OF
 AJ5475'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE IN SECTION
 AJ5475'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5475'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5475'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5475'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5475'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5475'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5475'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5475'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5475'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.55 MI (5.71 KM) ON A VERY
 AJ5475'CURVING BERM ROAD TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ5475'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AJ5475'GROUND AND BELOW THE LEVEL OF THE BERM ROAD. LOCATED ABOUT 492.0 FT
 AJ5475'(150.0 M) EAST-NORTHEAST OF BENCH MARK 1396 D TIDAL, 11.8 FT (3.6 M)
 AJ5475'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 2.9 FT
 AJ5475'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT
 AJ5475'THE MERRITT ISLAND NATIONAL WILDLIFE FEFUGE, VISITOR INFORMATION
 AJ5475'CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5490 ***********************************************************************
 AJ5490  DESIGNATION -  872 1406 A TIDAL
 AJ5490  PID         -  AJ5490
 AJ5490  STATE/COUNTY-  FL/BREVARD
 AJ5490  USGS QUAD   -  MIMS (1989)
 AJ5490
 AJ5490                         *CURRENT SURVEY CONTROL
 AJ5490  ___________________________________________________________________
 AJ5490* NAD 83(1986)-  28 41 19.     (N)    080 46 28.     (W)     SCALED    
 AJ5490* NAVD 88     -         0.463  (meters)       1.52   (feet)  ADJUSTED  
 AJ5490  ___________________________________________________________________
 AJ5490  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AJ5490  DYNAMIC HT  -           0.462 (meters)       1.52  (feet)  COMP
 AJ5490  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 AJ5490
 AJ5490  VERT ORDER  -  SECOND    CLASS I
 AJ5490
 AJ5490.The horizontal coordinates were scaled from a topographic map and have
 AJ5490.an estimated accuracy of +/- 6 seconds.
 AJ5490
 AJ5490.The orthometric height was determined by differential leveling
 AJ5490.and adjusted by the National Geodetic Survey in May 2004..
 AJ5490.No vertical observational check was made to the station.
 AJ5490
 AJ5490.The geoid height was determined by GEOID03.
 AJ5490
 AJ5490.The dynamic height is computed by dividing the NAVD 88
 AJ5490.geopotential number by the normal gravity value computed on the
 AJ5490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5490.degrees latitude (g = 980.6199 gals.).
 AJ5490
 AJ5490.The modeled gravity was interpolated from observed gravity values.
 AJ5490
 AJ5490;                    North         East    Units  Estimated Accuracy
 AJ5490;SPC FL E     -   482,540.      222,040.      MT  (+/- 180 meters Scaled)
 AJ5490
 AJ5490                          SUPERSEDED SURVEY CONTROL
 AJ5490
 AJ5490.No superseded survey control is available for this station.
 AJ5490
 AJ5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM220735(NAD 83)
 AJ5490_MARKER: F = FLANGE-ENCASED ROD
 AJ5490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5490_STAMPING: 1406 A 1999
 AJ5490_MARK LOGO: NGS   
 AJ5490_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5490+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 AJ5490_ROD/PIPE-DEPTH: 13.4 meters
 AJ5490
 AJ5490  HISTORY     - Date     Condition        Report By
 AJ5490  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5490  HISTORY     - 20051221 GOOD             GEOCAC
 AJ5490
 AJ5490                          STATION DESCRIPTION
 AJ5490
 AJ5490'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5490'THE MARK IS AT MERRITT ISLAND ABOUT 6.0 MI (9.7 KM) NORTHEAST OF
 AJ5490'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5490'1, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5490'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5490'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5490'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5490'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5490'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5490'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5490'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5490'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5490'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5490'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5490'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5490'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5490'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5490'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5490'VEHICLES PROHIBITED SIGN ATTACHED, CONTINUE NORTH ON THE BERM ROAD FOR
 AJ5490'0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 AJ5490'DRIVEN TO REFUSAL AT A DEPTH OF 44.0 FT (13.4 M) WITH A NGS LOGO CAP
 AJ5490'RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 AJ5490'M) BELOW THE LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.1
 AJ5490'FT (3.0 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 459.0
 AJ5490'FT (139.9 M) NORTHEAST OF SURVEY MARK 1406 B 1999, 138.0 FT (42.1 M)
 AJ5490'SOUTH-SOUTHEAST OF A 36-INCH WATER CONTROL PIPE CULVERT UNDER THE BERM
 AJ5490'ROAD (DOUBLE PIPE), 16.0 FT (4.9 M) EAST OF THE APPROXIMATE CENTERLINE
 AJ5490'OF THE BERM ROAD AND 1.0 FT (0.3 M) SOUTH OF THE SOUTHEAST CORNER OF A
 AJ5490'BENCH REST HOUSE. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL
 AJ5490'WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4
 AJ5490'1840).
 AJ5490
 AJ5490                          STATION RECOVERY (2005)
 AJ5490
 AJ5490'RECOVERY NOTE BY GEOCACHING 2005 (TEC)
 AJ5490'BENCHMARK IS IN GOOD SHAPE, WITNESS POST IS ALSO IN GOOD SHAPE.
 AJ5490'LOCATED .8 MILES FROM PARKING LOT, NORTH ALONG BERM. IT IS LOCATED ON
 AJ5490'THE RIGHT SIDE OF A COVERED HIKERS REST AREA, BELOW THE BERM.
 AJ5490'GPS COORDS = N28 41.363 W80 46.428
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5489 ***********************************************************************
 AJ5489  DESIGNATION -  872 1406 B TIDAL
 AJ5489  PID         -  AJ5489
 AJ5489  STATE/COUNTY-  FL/BREVARD
 AJ5489  USGS QUAD   -  MIMS (1989)
 AJ5489
 AJ5489                         *CURRENT SURVEY CONTROL
 AJ5489  ___________________________________________________________________
 AJ5489* NAD 83(1986)-  28 41 14.     (N)    080 46 29.     (W)     SCALED    
 AJ5489* NAVD 88     -         0.757  (meters)       2.48   (feet)  ADJUSTED  
 AJ5489  ___________________________________________________________________
 AJ5489  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AJ5489  DYNAMIC HT  -           0.756 (meters)       2.48  (feet)  COMP
 AJ5489  MODELED GRAV-     979,242.0   (mgal)                       NAVD 88
 AJ5489
 AJ5489  VERT ORDER  -  SECOND    CLASS I
 AJ5489
 AJ5489.The horizontal coordinates were scaled from a topographic map and have
 AJ5489.an estimated accuracy of +/- 6 seconds.
 AJ5489
 AJ5489.The orthometric height was determined by differential leveling
 AJ5489.and adjusted by the National Geodetic Survey in May 2004..
 AJ5489.No vertical observational check was made to the station.
 AJ5489
 AJ5489.The geoid height was determined by GEOID03.
 AJ5489
 AJ5489.The dynamic height is computed by dividing the NAVD 88
 AJ5489.geopotential number by the normal gravity value computed on the
 AJ5489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5489.degrees latitude (g = 980.6199 gals.).
 AJ5489
 AJ5489.The modeled gravity was interpolated from observed gravity values.
 AJ5489
 AJ5489;                    North         East    Units  Estimated Accuracy
 AJ5489;SPC FL E     -   482,390.      222,020.      MT  (+/- 180 meters Scaled)
 AJ5489
 AJ5489                          SUPERSEDED SURVEY CONTROL
 AJ5489
 AJ5489.No superseded survey control is available for this station.
 AJ5489
 AJ5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM220733(NAD 83)
 AJ5489_MARKER: DD = SURVEY DISK
 AJ5489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5489_STAMPING: 1406 B 1999
 AJ5489_MARK LOGO: FLDEP 
 AJ5489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5489+STABILITY: SURFACE MOTION
 AJ5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5489+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5489
 AJ5489  HISTORY     - Date     Condition        Report By
 AJ5489  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5489
 AJ5489                          STATION DESCRIPTION
 AJ5489
 AJ5489'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5489'THE MARK IS AT MERRITT ISLAND ABOUT 5.9 MI (9.5 KM) NORTHEAST OF
 AJ5489'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5489'1, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5489'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5489'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5489'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5489'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5489'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5489'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5489'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5489'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY O.4 MI TO A
 AJ5489'LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5489'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5489'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5489'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH ON THE ENTRANCE ROAD
 AJ5489'FOR 0.05 MI (0.08 KM) TO THE NORTH END OF THE PARKING LOT AND A 4-INCH
 AJ5489'LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED VEHICLES
 AJ5489'PROHIBITED SIGN ATTACHED, CONTINUE NORTH ON THE BERM ROAD FOR 0.75 MI
 AJ5489'(1.21 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AJ5489'MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE GROUND AND BELOW THE
 AJ5489'LEVEL OF THE BERM ROAD. LOCATED ABOUT 525.0 FT (160.0 M) NORTH OF
 AJ5489'SURVEY MARK 1406 C 1999, ABOUT 459.0 FT (139.9 M) SOUTHWEST OF SURVEY
 AJ5489'MARK 1406 A 1999, 64.0 FT (19.5 M) NORTH-NORTHEAST OF A PALM TREE AND
 AJ5489'7.0 FT (2.1 M) EAST OF THE APPROXIMATE CENTERLINE OF THE BERM. NOTE
 AJ5489'FOR KEY CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR
 AJ5489'INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5488 ***********************************************************************
 AJ5488  DESIGNATION -  872 1406 C TIDAL
 AJ5488  PID         -  AJ5488
 AJ5488  STATE/COUNTY-  FL/BREVARD
 AJ5488  USGS QUAD   -  MIMS (1989)
 AJ5488
 AJ5488                         *CURRENT SURVEY CONTROL
 AJ5488  ___________________________________________________________________
 AJ5488* NAD 83(1986)-  28 41 11.     (N)    080 46 26.     (W)     SCALED    
 AJ5488* NAVD 88     -         0.695  (meters)       2.28   (feet)  ADJUSTED  
 AJ5488  ___________________________________________________________________
 AJ5488  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AJ5488  DYNAMIC HT  -           0.694 (meters)       2.28  (feet)  COMP
 AJ5488  MODELED GRAV-     979,241.9   (mgal)                       NAVD 88
 AJ5488
 AJ5488  VERT ORDER  -  SECOND    CLASS I
 AJ5488
 AJ5488.The horizontal coordinates were scaled from a topographic map and have
 AJ5488.an estimated accuracy of +/- 6 seconds.
 AJ5488
 AJ5488.The orthometric height was determined by differential leveling
 AJ5488.and adjusted by the National Geodetic Survey in May 2004..
 AJ5488.No vertical observational check was made to the station.
 AJ5488
 AJ5488.The geoid height was determined by GEOID03.
 AJ5488
 AJ5488.The dynamic height is computed by dividing the NAVD 88
 AJ5488.geopotential number by the normal gravity value computed on the
 AJ5488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5488.degrees latitude (g = 980.6199 gals.).
 AJ5488
 AJ5488.The modeled gravity was interpolated from observed gravity values.
 AJ5488
 AJ5488;                    North         East    Units  Estimated Accuracy
 AJ5488;SPC FL E     -   482,290.      222,100.      MT  (+/- 180 meters Scaled)
 AJ5488
 AJ5488                          SUPERSEDED SURVEY CONTROL
 AJ5488
 AJ5488.No superseded survey control is available for this station.
 AJ5488
 AJ5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM220732(NAD 83)
 AJ5488_MARKER: F = FLANGE-ENCASED ROD
 AJ5488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5488_STAMPING: 1406 C 1999
 AJ5488_MARK LOGO: NGS   
 AJ5488_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5488+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5488_ROD/PIPE-DEPTH: 24.4 meters
 AJ5488
 AJ5488  HISTORY     - Date     Condition        Report By
 AJ5488  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5488
 AJ5488                          STATION DESCRIPTION
 AJ5488
 AJ5488'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5488'THE MARK IS AT MERRITT ISLAND ABOUT 5.9 MI (9.5 KM) NORTHEAST OF
 AJ5488'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5488'12, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5488'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5488'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5488'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5488'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5488'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5488'THE TRACKS, TURN LEFT AND PARALLELING THE RAILROAD TRACKS AND GO
 AJ5488'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5488'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5488'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5488'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5488'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5488'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5488'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5488'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5488'VEHICLES PROHIBITED SIGN ATTACHED, PASSING THRU THE LOCK POST CONTINUE
 AJ5488'NORTH ON THE BERM ROAD FOR 0.65 MI (1.05 KM) TO THE MARK ON THE RIGHT,
 AJ5488'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 AJ5488'WITH A NGS LOGO CAP RECESSED 0.6 FT (18.3 CM) BELOW THE THE LEVEL OF
 AJ5488'THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD, THE DATUM POINT IS
 AJ5488'RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED
 AJ5488'APPROXIMATE 525.0 FT (160.0 M) SOUTH OF SURVEY MARK 1406 B 1999, 19.0
 AJ5488'FT (5.8 M) NORTHEAST OF A PALM TREE AND 7.5 FT (2.3 M) NORTHEAST OF
 AJ5488'THE APPROXIMATE CENTERLINE OF THE BERM ROAD. NOTE ACCESS TO THE DATUM
 AJ5488'POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE
 AJ5488'MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON
 AJ5488'STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5487 ***********************************************************************
 AJ5487  DESIGNATION -  872 1406 D TIDAL
 AJ5487  PID         -  AJ5487
 AJ5487  STATE/COUNTY-  FL/BREVARD
 AJ5487  USGS QUAD   -  MIMS (1989)
 AJ5487
 AJ5487                         *CURRENT SURVEY CONTROL
 AJ5487  ___________________________________________________________________
 AJ5487* NAD 83(1986)-  28 41 05.     (N)    080 46 25.     (W)     SCALED    
 AJ5487* NAVD 88     -         0.888  (meters)       2.91   (feet)  ADJUSTED  
 AJ5487  ___________________________________________________________________
 AJ5487  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AJ5487  DYNAMIC HT  -           0.886 (meters)       2.91  (feet)  COMP
 AJ5487  MODELED GRAV-     979,241.7   (mgal)                       NAVD 88
 AJ5487
 AJ5487  VERT ORDER  -  SECOND    CLASS I
 AJ5487
 AJ5487.The horizontal coordinates were scaled from a topographic map and have
 AJ5487.an estimated accuracy of +/- 6 seconds.
 AJ5487
 AJ5487.The orthometric height was determined by differential leveling
 AJ5487.and adjusted by the National Geodetic Survey in May 2004..
 AJ5487.No vertical observational check was made to the station.
 AJ5487
 AJ5487.The geoid height was determined by GEOID03.
 AJ5487
 AJ5487.The dynamic height is computed by dividing the NAVD 88
 AJ5487.geopotential number by the normal gravity value computed on the
 AJ5487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5487.degrees latitude (g = 980.6199 gals.).
 AJ5487
 AJ5487.The modeled gravity was interpolated from observed gravity values.
 AJ5487
 AJ5487;                    North         East    Units  Estimated Accuracy
 AJ5487;SPC FL E     -   482,110.      222,120.      MT  (+/- 180 meters Scaled)
 AJ5487
 AJ5487                          SUPERSEDED SURVEY CONTROL
 AJ5487
 AJ5487.No superseded survey control is available for this station.
 AJ5487
 AJ5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM221730(NAD 83)
 AJ5487_MARKER: DD = SURVEY DISK
 AJ5487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5487_STAMPING: 1406 D 1999
 AJ5487_MARK LOGO: FLDEP 
 AJ5487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5487+STABILITY: SURFACE MOTION
 AJ5487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5487+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5487
 AJ5487  HISTORY     - Date     Condition        Report By
 AJ5487  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5487
 AJ5487                          STATION DESCRIPTION
 AJ5487
 AJ5487'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5487'THE MARK IS AT MERRITT ISLAND ABOUT 5.8 MI (9.3 KM) NORTHEAST OF
 AJ5487'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5487'12, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5487'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5487'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5487'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5487'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5487'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5487'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5487'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5487'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5487'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5487'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5487'WILDLIGE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5487'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5487'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5487'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5487'VEHICLES PROHIBITED SIGN ATTACHED, PASSING THRU THE LOCK POST CONTINUE
 AJ5487'NORTH ON THE BERM ROAD FOR 0.55 MI (0.89 KM) TO THE MARK ON THE LEFT,
 AJ5487'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.7 FT (21.3 CM)
 AJ5487'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD.
 AJ5487'LOCATED ABOUT 623.0 FT (189.9 M) NORTHWEST OF SURVEY MARK 1406 E 1999,
 AJ5487'ABOUT 476.0 FT (145.1 M) SOUTH OF NGS LOGO CAP STAMPED 1406 C 1999,
 AJ5487'8.0 FT (2.4 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 AJ5487'BERM ROAD AND 4.0 FT (1.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AJ5487'WOODEN DOCK. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE
 AJ5487'REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5486 ***********************************************************************
 AJ5486  DESIGNATION -  872 1406 E TIDAL
 AJ5486  PID         -  AJ5486
 AJ5486  STATE/COUNTY-  FL/BREVARD
 AJ5486  USGS QUAD   -  MIMS (1989)
 AJ5486
 AJ5486                         *CURRENT SURVEY CONTROL
 AJ5486  ___________________________________________________________________
 AJ5486* NAD 83(1986)-  28 41 00.     (N)    080 46 24.     (W)     SCALED    
 AJ5486* NAVD 88     -         1.081  (meters)       3.55   (feet)  ADJUSTED  
 AJ5486  ___________________________________________________________________
 AJ5486  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AJ5486  DYNAMIC HT  -           1.079 (meters)       3.54  (feet)  COMP
 AJ5486  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 AJ5486
 AJ5486  VERT ORDER  -  SECOND    CLASS I
 AJ5486
 AJ5486.The horizontal coordinates were scaled from a topographic map and have
 AJ5486.an estimated accuracy of +/- 6 seconds.
 AJ5486
 AJ5486.The orthometric height was determined by differential leveling
 AJ5486.and adjusted by the National Geodetic Survey in May 2004..
 AJ5486.No vertical observational check was made to the station.
 AJ5486
 AJ5486.The geoid height was determined by GEOID03.
 AJ5486
 AJ5486.The dynamic height is computed by dividing the NAVD 88
 AJ5486.geopotential number by the normal gravity value computed on the
 AJ5486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5486.degrees latitude (g = 980.6199 gals.).
 AJ5486
 AJ5486.The modeled gravity was interpolated from observed gravity values.
 AJ5486
 AJ5486;                    North         East    Units  Estimated Accuracy
 AJ5486;SPC FL E     -   481,960.      222,150.      MT  (+/- 180 meters Scaled)
 AJ5486
 AJ5486                          SUPERSEDED SURVEY CONTROL
 AJ5486
 AJ5486.No superseded survey control is available for this station.
 AJ5486
 AJ5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM221729(NAD 83)
 AJ5486_MARKER: DD = SURVEY DISK
 AJ5486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5486_STAMPING: 1406 E 1999
 AJ5486_MARK LOGO: FLDEP 
 AJ5486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5486+STABILITY: SURFACE MOTION
 AJ5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5486+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5486
 AJ5486  HISTORY     - Date     Condition        Report By
 AJ5486  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5486
 AJ5486                          STATION DESCRIPTION
 AJ5486
 AJ5486'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5486'THE MARK IS AT MERRITT ISLAND ABOUT 5.7 MI (9.2 KM) NORTHEAST OF
 AJ5486'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE IN SECTION
 AJ5486'12, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5486'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5486'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5486'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5486'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5486'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5486'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5486'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5486'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5486'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5486'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5486'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5486'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5486'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5486'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5486'VEHICLES PROHIBITED SIGN ATTACHED, PASSING THRU THE LOCK POST CONTINUE
 AJ5486'NORTH ON THE BERM ROAD FOR 0.45 MI (0.72 KM) TO THE MARK ON THE RIGHT,
 AJ5486'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM)
 AJ5486'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD.
 AJ5486'LOCATED ABOUT 623.0 FT (189.9 M) SOUTHEAST OF SURVEY MARK 1406 D 1999,
 AJ5486'18.0 FT (5.5 M) EAST-NORTHEAST OF A PLAM TREE, 6.0 FT (1.8 M) EAST OF
 AJ5486'THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 5.0 FT (1.5 M) WEST OF
 AJ5486'THE EAST SIDE OF THE BERM. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5486'NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5486'402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5498 ***********************************************************************
 AJ5498  DESIGNATION -  872 1429 A TIDAL
 AJ5498  PID         -  AJ5498
 AJ5498  STATE/COUNTY-  FL/BREVARD
 AJ5498  USGS QUAD   -  MIMS (1989)
 AJ5498
 AJ5498                         *CURRENT SURVEY CONTROL
 AJ5498  ___________________________________________________________________
 AJ5498* NAD 83(1986)-  28 39 18.     (N)    080 46 51.     (W)     SCALED    
 AJ5498* NAVD 88     -         0.447  (meters)       1.47   (feet)  ADJUSTED  
 AJ5498  ___________________________________________________________________
 AJ5498  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ5498  DYNAMIC HT  -           0.446 (meters)       1.46  (feet)  COMP
 AJ5498  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 AJ5498
 AJ5498  VERT ORDER  -  SECOND    CLASS I
 AJ5498
 AJ5498.The horizontal coordinates were scaled from a topographic map and have
 AJ5498.an estimated accuracy of +/- 6 seconds.
 AJ5498
 AJ5498.The orthometric height was determined by differential leveling
 AJ5498.and adjusted by the National Geodetic Survey in May 2004..
 AJ5498.No vertical observational check was made to the station.
 AJ5498
 AJ5498.The geoid height was determined by GEOID03.
 AJ5498
 AJ5498.The dynamic height is computed by dividing the NAVD 88
 AJ5498.geopotential number by the normal gravity value computed on the
 AJ5498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5498.degrees latitude (g = 980.6199 gals.).
 AJ5498
 AJ5498.The modeled gravity was interpolated from observed gravity values.
 AJ5498
 AJ5498;                    North         East    Units  Estimated Accuracy
 AJ5498;SPC FL E     -   478,820.      221,430.      MT  (+/- 180 meters Scaled)
 AJ5498
 AJ5498                          SUPERSEDED SURVEY CONTROL
 AJ5498
 AJ5498.No superseded survey control is available for this station.
 AJ5498
 AJ5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM214697(NAD 83)
 AJ5498_MARKER: F = FLANGE-ENCASED ROD
 AJ5498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5498_STAMPING: 1429 A 1999
 AJ5498_MARK LOGO: NGS   
 AJ5498_PROJECTION: RECESSED 13 CENTIMETERS
 AJ5498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5498+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5498_ROD/PIPE-DEPTH: 24.4 meters
 AJ5498
 AJ5498  HISTORY     - Date     Condition        Report By
 AJ5498  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5498
 AJ5498                          STATION DESCRIPTION
 AJ5498
 AJ5498'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5498'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5498'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5498'23, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5498'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5498'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5498'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5498'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5498'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5498'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5498'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5498'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5498'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5498'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5498'WILDLIFE DRIVE FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5498'THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.2 MI (0.3 KM)
 AJ5498'TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 AJ5498'DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP RECESSED 0.5 FT (15.2
 AJ5498'CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM
 AJ5498'ROAD, THE DATUM POINT IS RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 AJ5498'THE NGS LOGO CAP. LOCATED ABOUT 328.0 FT (100.0 M) SOUTHWEST OF SURVEY
 AJ5498'MARK 1429 B 1999, 60.0 FT (18.3 M) SOUTHEAST OF A PALM TREE, 24.0 FT
 AJ5498'(7.3 M) SOUTH OF THE NORTH SIDE OF THE BERM, 15.0 FT (4.6 M) NORTH OF
 AJ5498'THE SOUTH SIDE OF THE BERM AND 10.0 FT (3.0 M) SOUTH OF THE
 AJ5498'APPROXIMATE CENTERLINE OF THE BERM ROAD. NOTE ACCESS TO THE DATUM
 AJ5498'POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE
 AJ5498'MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON
 AJ5498'STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5497 ***********************************************************************
 AJ5497  DESIGNATION -  872 1429 B TIDAL
 AJ5497  PID         -  AJ5497
 AJ5497  STATE/COUNTY-  FL/BREVARD
 AJ5497  USGS QUAD   -  MIMS (1989)
 AJ5497
 AJ5497                         *CURRENT SURVEY CONTROL
 AJ5497  ___________________________________________________________________
 AJ5497* NAD 83(1986)-  28 39 19.     (N)    080 46 48.     (W)     SCALED    
 AJ5497* NAVD 88     -         0.284  (meters)       0.93   (feet)  ADJUSTED  
 AJ5497  ___________________________________________________________________
 AJ5497  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AJ5497  DYNAMIC HT  -           0.284 (meters)       0.93  (feet)  COMP
 AJ5497  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 AJ5497
 AJ5497  VERT ORDER  -  SECOND    CLASS I
 AJ5497
 AJ5497.The horizontal coordinates were scaled from a topographic map and have
 AJ5497.an estimated accuracy of +/- 6 seconds.
 AJ5497
 AJ5497.The orthometric height was determined by differential leveling
 AJ5497.and adjusted by the National Geodetic Survey in May 2004..
 AJ5497.No vertical observational check was made to the station.
 AJ5497
 AJ5497.The geoid height was determined by GEOID03.
 AJ5497
 AJ5497.The dynamic height is computed by dividing the NAVD 88
 AJ5497.geopotential number by the normal gravity value computed on the
 AJ5497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5497.degrees latitude (g = 980.6199 gals.).
 AJ5497
 AJ5497.The modeled gravity was interpolated from observed gravity values.
 AJ5497
 AJ5497;                    North         East    Units  Estimated Accuracy
 AJ5497;SPC FL E     -   478,850.      221,510.      MT  (+/- 180 meters Scaled)
 AJ5497
 AJ5497                          SUPERSEDED SURVEY CONTROL
 AJ5497
 AJ5497.No superseded survey control is available for this station.
 AJ5497
 AJ5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM214698(NAD 83)
 AJ5497_MARKER: DD = SURVEY DISK
 AJ5497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5497_STAMPING: 1429 B 1999
 AJ5497_MARK LOGO: FLDEP 
 AJ5497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5497+STABILITY: SURFACE MOTION
 AJ5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5497+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5497
 AJ5497  HISTORY     - Date     Condition        Report By
 AJ5497  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5497
 AJ5497                          STATION DESCRIPTION
 AJ5497
 AJ5497'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5497'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5497'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5497'23, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5497'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5497'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5497'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5497'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5497'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5497'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5497'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5497'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5497'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5497'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5497'WILDLIFE DRIVE FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5497'THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.15 MI (0.24 KM)
 AJ5497'TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AJ5497'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ5497'LEVEL OF THE BERM ROAD. LOCATED ABOUT 328.0 FT (100.0 M) NORTHEAST OF
 AJ5497'NGS LOGO CAP STAMPED 1429 A 1999, ABOUT 229.0 FT (69.8 M)
 AJ5497'SOUTH-SOUTHWEST OF NGS LOGO CAP STAMPED 1429 C 1999, 17.0 FT (5.2 M)
 AJ5497'EAST OF THE WEST SIDE OF THE BERM, 7.5 FT (2.3 M) EAST OF THE
 AJ5497'APPROXIMATE CENTERLINE OF THE BERM ROAD, ABOUT 7.0 FT (2.1 M) WEST OF
 AJ5497'THE EAST SIDE OF THE BERM. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5497'NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5497'402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5496 ***********************************************************************
 AJ5496  DESIGNATION -  872 1429 C TIDAL
 AJ5496  PID         -  AJ5496
 AJ5496  STATE/COUNTY-  FL/BREVARD
 AJ5496  USGS QUAD   -  MIMS (1989)
 AJ5496
 AJ5496                         *CURRENT SURVEY CONTROL
 AJ5496  ___________________________________________________________________
 AJ5496* NAD 83(1986)-  28 39 21.     (N)    080 46 45.     (W)     SCALED    
 AJ5496* NAVD 88     -         0.430  (meters)       1.41   (feet)  ADJUSTED  
 AJ5496  ___________________________________________________________________
 AJ5496  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AJ5496  DYNAMIC HT  -           0.429 (meters)       1.41  (feet)  COMP
 AJ5496  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 AJ5496
 AJ5496  VERT ORDER  -  SECOND    CLASS I
 AJ5496
 AJ5496.The horizontal coordinates were scaled from a topographic map and have
 AJ5496.an estimated accuracy of +/- 6 seconds.
 AJ5496
 AJ5496.The orthometric height was determined by differential leveling
 AJ5496.and adjusted by the National Geodetic Survey in May 2004..
 AJ5496.No vertical observational check was made to the station.
 AJ5496
 AJ5496.The geoid height was determined by GEOID03.
 AJ5496
 AJ5496.The dynamic height is computed by dividing the NAVD 88
 AJ5496.geopotential number by the normal gravity value computed on the
 AJ5496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5496.degrees latitude (g = 980.6199 gals.).
 AJ5496
 AJ5496.The modeled gravity was interpolated from observed gravity values.
 AJ5496
 AJ5496;                    North         East    Units  Estimated Accuracy
 AJ5496;SPC FL E     -   478,910.      221,590.      MT  (+/- 180 meters Scaled)
 AJ5496
 AJ5496                          SUPERSEDED SURVEY CONTROL
 AJ5496
 AJ5496.No superseded survey control is available for this station.
 AJ5496
 AJ5496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM215698(NAD 83)
 AJ5496_MARKER: F = FLANGE-ENCASED ROD
 AJ5496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5496_STAMPING: 1429 C 1999
 AJ5496_MARK LOGO: NGS   
 AJ5496_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5496+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5496_ROD/PIPE-DEPTH: 24.4 meters
 AJ5496
 AJ5496  HISTORY     - Date     Condition        Report By
 AJ5496  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5496
 AJ5496                          STATION DESCRIPTION
 AJ5496
 AJ5496'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5496'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5496'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5496'23, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5496'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5496'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5496'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5496'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5496'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5496'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5496'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5496'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5496'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5496'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5496'WILDLIFE DRIVE FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5496'THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WESTERLY FOR 0.1 MI (0.2
 AJ5496'KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ5496'AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP RECESSED 0.4 FT
 AJ5496'(12.2 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE
 AJ5496'BERM ROAD, THE DATUM POINT IS RECESSED 0.5 FT (15.2 CM) BELOW THE
 AJ5496'LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 426.0 FT (129.8 M)
 AJ5496'WEST-SOUTHWEST OF SURVEY MARK 1429 D 1999, ABOUT 230.0 FT (70.1 M)
 AJ5496'NORTH-NORTHEAST OF SURVEY MARK 1429 B 1999, ABOUT 24.0 FT (7.3 M)
 AJ5496'SOUTH OF THE NORTH SIDE OF BERM, 12.0 FT (3.7 M) SOUTH OF THE
 AJ5496'APPROXIMATE CENTERLINE OF THE BERM ROAD, APPROXIMATE 7.5 FT (2.3 M)
 AJ5496'NORTH OF THE SOUTH SIDE OF BERM AND 7.0 FT (2.1 M) NORTH OF A
 AJ5496'CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH
 AJ5496'A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5496'NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5496'402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5495 ***********************************************************************
 AJ5495  DESIGNATION -  872 1429 D TIDAL
 AJ5495  PID         -  AJ5495
 AJ5495  STATE/COUNTY-  FL/BREVARD
 AJ5495  USGS QUAD   -  MIMS (1989)
 AJ5495
 AJ5495                         *CURRENT SURVEY CONTROL
 AJ5495  ___________________________________________________________________
 AJ5495* NAD 83(1986)-  28 39 23.     (N)    080 46 40.     (W)     SCALED    
 AJ5495* NAVD 88     -         0.846  (meters)       2.78   (feet)  ADJUSTED  
 AJ5495  ___________________________________________________________________
 AJ5495  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AJ5495  DYNAMIC HT  -           0.845 (meters)       2.77  (feet)  COMP
 AJ5495  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 AJ5495
 AJ5495  VERT ORDER  -  SECOND    CLASS I
 AJ5495
 AJ5495.The horizontal coordinates were scaled from a topographic map and have
 AJ5495.an estimated accuracy of +/- 6 seconds.
 AJ5495
 AJ5495.The orthometric height was determined by differential leveling
 AJ5495.and adjusted by the National Geodetic Survey in May 2004..
 AJ5495.No vertical observational check was made to the station.
 AJ5495
 AJ5495.The geoid height was determined by GEOID03.
 AJ5495
 AJ5495.The dynamic height is computed by dividing the NAVD 88
 AJ5495.geopotential number by the normal gravity value computed on the
 AJ5495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5495.degrees latitude (g = 980.6199 gals.).
 AJ5495
 AJ5495.The modeled gravity was interpolated from observed gravity values.
 AJ5495
 AJ5495;                    North         East    Units  Estimated Accuracy
 AJ5495;SPC FL E     -   478,970.      221,720.      MT  (+/- 180 meters Scaled)
 AJ5495
 AJ5495                          SUPERSEDED SURVEY CONTROL
 AJ5495
 AJ5495.No superseded survey control is available for this station.
 AJ5495
 AJ5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM217699(NAD 83)
 AJ5495_MARKER: DD = SURVEY DISK
 AJ5495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5495_STAMPING: 1429 D 1999
 AJ5495_MARK LOGO: FLDEP 
 AJ5495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5495+STABILITY: SURFACE MOTION
 AJ5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5495+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5495
 AJ5495  HISTORY     - Date     Condition        Report By
 AJ5495  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5495
 AJ5495                          STATION DESCRIPTION
 AJ5495
 AJ5495'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5495'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5495'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5495'24, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5495'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5495'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5495'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5495'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5495'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5495'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5495'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5495'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5495'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5495'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY FOR 0.1 MI (0.2 KM)
 AJ5495'TO THE JUNCTION OF A BERM ROAD ON THE LEFT AND THE MARK ON THE LEFT,
 AJ5495'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 1.3 FT (0.4 M)
 AJ5495'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF BLACK POINT
 AJ5495'WILDLIFE DRIVE. LOCATED ABOUT 426.0 FT (129.8 M) EAST-NORTHEAST OF NGS
 AJ5495'LOGO CAP STAMPED 1429 C 1999, 101.0 FT (30.8 M) WEST-SOUTHWEST OF THE
 AJ5495'APPROXIMATE CENTERLINE OF BLACK POINT WILDLIFE DRIVE, 14.0 FT (4.3 M)
 AJ5495'NORTHWEST OF A 6-INCH SQUARE WOODEN POST, 7.2 FT (2.2 M)
 AJ5495'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 1.6
 AJ5495'FT (0.5 M) NORTHEAST OF A 6-INCH SQUARE WOODEN POST. NOTE FOR KEY
 AJ5495'CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR
 AJ5495'INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5508 ***********************************************************************
 AJ5508  DESIGNATION -  872 1439 A TIDAL
 AJ5508  PID         -  AJ5508
 AJ5508  STATE/COUNTY-  FL/BREVARD
 AJ5508  USGS QUAD   -  MIMS (1989)
 AJ5508
 AJ5508                         *CURRENT SURVEY CONTROL
 AJ5508  ___________________________________________________________________
 AJ5508* NAD 83(1986)-  28 38 33.     (N)    080 47 09.     (W)     SCALED    
 AJ5508* NAVD 88     -         0.264  (meters)       0.87   (feet)  ADJUSTED  
 AJ5508  ___________________________________________________________________
 AJ5508  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ5508  DYNAMIC HT  -           0.264 (meters)       0.87  (feet)  COMP
 AJ5508  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 AJ5508
 AJ5508  VERT ORDER  -  SECOND    CLASS I
 AJ5508
 AJ5508.The horizontal coordinates were scaled from a topographic map and have
 AJ5508.an estimated accuracy of +/- 6 seconds.
 AJ5508
 AJ5508.The orthometric height was determined by differential leveling
 AJ5508.and adjusted by the National Geodetic Survey in May 2004..
 AJ5508.No vertical observational check was made to the station.
 AJ5508
 AJ5508.The geoid height was determined by GEOID03.
 AJ5508
 AJ5508.The dynamic height is computed by dividing the NAVD 88
 AJ5508.geopotential number by the normal gravity value computed on the
 AJ5508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5508.degrees latitude (g = 980.6199 gals.).
 AJ5508
 AJ5508.The modeled gravity was interpolated from observed gravity values.
 AJ5508
 AJ5508;                    North         East    Units  Estimated Accuracy
 AJ5508;SPC FL E     -   477,430.      220,940.      MT  (+/- 180 meters Scaled)
 AJ5508
 AJ5508                          SUPERSEDED SURVEY CONTROL
 AJ5508
 AJ5508.No superseded survey control is available for this station.
 AJ5508
 AJ5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM209683(NAD 83)
 AJ5508_MARKER: F = FLANGE-ENCASED ROD
 AJ5508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5508_STAMPING: 1439 A 1999
 AJ5508_MARK LOGO: NGS   
 AJ5508_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5508+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5508_ROD/PIPE-DEPTH: 24.4 meters
 AJ5508
 AJ5508  HISTORY     - Date     Condition        Report By
 AJ5508  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5508
 AJ5508                          STATION DESCRIPTION
 AJ5508
 AJ5508'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5508'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5508'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5508'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5508'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5508'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5508'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5508'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTH FOR
 AJ5508'0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5508'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5508'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5508'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.5 MI
 AJ5508'(0.8 KM) TO A Y-JUNCTION AND THE MARK ON THE RIGHT, A STAINLESS STEEL
 AJ5508'ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO
 AJ5508'CAP RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND AND BELOW THE LEVEL OF
 AJ5508'THE BERM ROAD. LOCATED ABOUT 590.0 FT (179.8 M) WEST OF SURVEY MARK
 AJ5508'1439 B 1999, 29.0 FT (8.8 M) NORTH OF THE BERM ROAD LEADING EAST, 17.4
 AJ5508'FT (5.3 M) WEST OF A CUT-OFF POWER POLE, 7.0 FT (2.1 M) WEST OF THE
 AJ5508'APPROXIMATE CENTERLINE OF THE BERM ROAD NORTH, 2.0 FT (0.6 M) EAST OF
 AJ5508'A CUT-OFF POWER POLE AND 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS
 AJ5508'POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO
 AJ5508'CAP. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE,
 AJ5508'VISITOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5507 ***********************************************************************
 AJ5507  DESIGNATION -  872 1439 B TIDAL
 AJ5507  PID         -  AJ5507
 AJ5507  STATE/COUNTY-  FL/BREVARD
 AJ5507  USGS QUAD   -  MIMS (1989)
 AJ5507
 AJ5507                         *CURRENT SURVEY CONTROL
 AJ5507  ___________________________________________________________________
 AJ5507* NAD 83(1986)-  28 38 31.     (N)    080 47 03.     (W)     SCALED    
 AJ5507* NAVD 88     -         0.691  (meters)       2.27   (feet)  ADJUSTED  
 AJ5507  ___________________________________________________________________
 AJ5507  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ5507  DYNAMIC HT  -           0.690 (meters)       2.26  (feet)  COMP
 AJ5507  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 AJ5507
 AJ5507  VERT ORDER  -  SECOND    CLASS I
 AJ5507
 AJ5507.The horizontal coordinates were scaled from a topographic map and have
 AJ5507.an estimated accuracy of +/- 6 seconds.
 AJ5507
 AJ5507.The orthometric height was determined by differential leveling
 AJ5507.and adjusted by the National Geodetic Survey in May 2004..
 AJ5507.No vertical observational check was made to the station.
 AJ5507
 AJ5507.The geoid height was determined by GEOID03.
 AJ5507
 AJ5507.The dynamic height is computed by dividing the NAVD 88
 AJ5507.geopotential number by the normal gravity value computed on the
 AJ5507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5507.degrees latitude (g = 980.6199 gals.).
 AJ5507
 AJ5507.The modeled gravity was interpolated from observed gravity values.
 AJ5507
 AJ5507;                    North         East    Units  Estimated Accuracy
 AJ5507;SPC FL E     -   477,370.      221,100.      MT  (+/- 180 meters Scaled)
 AJ5507
 AJ5507                          SUPERSEDED SURVEY CONTROL
 AJ5507
 AJ5507.No superseded survey control is available for this station.
 AJ5507
 AJ5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM210683(NAD 83)
 AJ5507_MARKER: DD = SURVEY DISK
 AJ5507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5507_STAMPING: 1439 B 1999
 AJ5507_MARK LOGO: FLDEP 
 AJ5507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5507+STABILITY: SURFACE MOTION
 AJ5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5507+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5507
 AJ5507  HISTORY     - Date     Condition        Report By
 AJ5507  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5507
 AJ5507                          STATION DESCRIPTION
 AJ5507
 AJ5507'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5507'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5507'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5507'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5507'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5507'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5507'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5507'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTH FOR
 AJ5507'0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5507'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5507'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5507'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.4 MI
 AJ5507'(0.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AJ5507'MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND AND BELOW THE LEVEL
 AJ5507'OF THE BERM ROAD. LOCATED ABOUT 590.0 FT (179.8 M) EAST OF NGS LOGO
 AJ5507'CAP STAMPED 1439 A 1999, ABOUT 394.0 FT (120.1 M) WEST OF NGS LOGO CAP
 AJ5507'STAMPED 1439 C 1999, 6.9 FT (2.1 M) SOUTH OF THE APPROXIMATE
 AJ5507'CENTERLINE OF THE BERM ROAD AND 2.0 FT (0.6 M) NORTH OF A CARSONITE
 AJ5507'WITNESS POST. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL
 AJ5507'WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4
 AJ5507'1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5506 ***********************************************************************
 AJ5506  DESIGNATION -  872 1439 C TIDAL
 AJ5506  PID         -  AJ5506
 AJ5506  STATE/COUNTY-  FL/BREVARD
 AJ5506  USGS QUAD   -  MIMS (1989)
 AJ5506
 AJ5506                         *CURRENT SURVEY CONTROL
 AJ5506  ___________________________________________________________________
 AJ5506* NAD 83(1986)-  28 38 31.     (N)    080 46 58.     (W)     SCALED    
 AJ5506* NAVD 88     -         0.400  (meters)       1.31   (feet)  ADJUSTED  
 AJ5506  ___________________________________________________________________
 AJ5506  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ5506  DYNAMIC HT  -           0.399 (meters)       1.31  (feet)  COMP
 AJ5506  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 AJ5506
 AJ5506  VERT ORDER  -  SECOND    CLASS I
 AJ5506
 AJ5506.The horizontal coordinates were scaled from a topographic map and have
 AJ5506.an estimated accuracy of +/- 6 seconds.
 AJ5506
 AJ5506.The orthometric height was determined by differential leveling
 AJ5506.and adjusted by the National Geodetic Survey in May 2004..
 AJ5506.No vertical observational check was made to the station.
 AJ5506
 AJ5506.The geoid height was determined by GEOID03.
 AJ5506
 AJ5506.The dynamic height is computed by dividing the NAVD 88
 AJ5506.geopotential number by the normal gravity value computed on the
 AJ5506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5506.degrees latitude (g = 980.6199 gals.).
 AJ5506
 AJ5506.The modeled gravity was interpolated from observed gravity values.
 AJ5506
 AJ5506;                    North         East    Units  Estimated Accuracy
 AJ5506;SPC FL E     -   477,370.      221,240.      MT  (+/- 180 meters Scaled)
 AJ5506
 AJ5506                          SUPERSEDED SURVEY CONTROL
 AJ5506
 AJ5506.No superseded survey control is available for this station.
 AJ5506
 AJ5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM212683(NAD 83)
 AJ5506_MARKER: F = FLANGE-ENCASED ROD
 AJ5506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5506_STAMPING: 1439 C 1999
 AJ5506_MARK LOGO: NGS   
 AJ5506_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5506+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5506_ROD/PIPE-DEPTH: 24.4 meters
 AJ5506
 AJ5506  HISTORY     - Date     Condition        Report By
 AJ5506  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5506
 AJ5506                          STATION DESCRIPTION
 AJ5506
 AJ5506'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5506'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5506'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5506'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5506'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5506'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5506'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5506'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTH FOR
 AJ5506'0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5506'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5506'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5506'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.35 MI
 AJ5506'(0.56 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 AJ5506'REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP RECESSED
 AJ5506'0.4 FT (12.2 CM) BELOW THE BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ5506'LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM)
 AJ5506'BELOW THE NGS LOGO CAP. LOCATED ABOUT 394.0 FT (120.1 M) EAST OF
 AJ5506'SURVEY MARK 1439 B 1999, ABOUT 394.0 FT (120.1 M) WEST OF SURVEY MARK
 AJ5506'1439 D 1999, 295.0 FT (89.9 M) WEST OF A 36-INCH WATER STRUCTURE UNDER
 AJ5506'THE BERM ROAD, 82.0 FT (25.0 M) WEST OF THE BUSH TREE LINE SOUTH, 10.0
 AJ5506'FT (3.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND
 AJ5506'1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 AJ5506'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT
 AJ5506'THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION
 AJ5506'CENTER ON STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5505 ***********************************************************************
 AJ5505  DESIGNATION -  872 1439 D TIDAL
 AJ5505  PID         -  AJ5505
 AJ5505  STATE/COUNTY-  FL/BREVARD
 AJ5505  USGS QUAD   -  MIMS (1989)
 AJ5505
 AJ5505                         *CURRENT SURVEY CONTROL
 AJ5505  ___________________________________________________________________
 AJ5505* NAD 83(1986)-  28 38 30.     (N)    080 46 56.     (W)     SCALED    
 AJ5505* NAVD 88     -         0.476  (meters)       1.56   (feet)  ADJUSTED  
 AJ5505  ___________________________________________________________________
 AJ5505  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ5505  DYNAMIC HT  -           0.475 (meters)       1.56  (feet)  COMP
 AJ5505  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 AJ5505
 AJ5505  VERT ORDER  -  SECOND    CLASS I
 AJ5505
 AJ5505.The horizontal coordinates were scaled from a topographic map and have
 AJ5505.an estimated accuracy of +/- 6 seconds.
 AJ5505
 AJ5505.The orthometric height was determined by differential leveling
 AJ5505.and adjusted by the National Geodetic Survey in May 2004..
 AJ5505.No vertical observational check was made to the station.
 AJ5505
 AJ5505.The geoid height was determined by GEOID03.
 AJ5505
 AJ5505.The dynamic height is computed by dividing the NAVD 88
 AJ5505.geopotential number by the normal gravity value computed on the
 AJ5505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5505.degrees latitude (g = 980.6199 gals.).
 AJ5505
 AJ5505.The modeled gravity was interpolated from observed gravity values.
 AJ5505
 AJ5505;                    North         East    Units  Estimated Accuracy
 AJ5505;SPC FL E     -   477,340.      221,290.      MT  (+/- 180 meters Scaled)
 AJ5505
 AJ5505                          SUPERSEDED SURVEY CONTROL
 AJ5505
 AJ5505.No superseded survey control is available for this station.
 AJ5505
 AJ5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM212683(NAD 83)
 AJ5505_MARKER: DD = SURVEY DISK
 AJ5505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5505_STAMPING: 1439 D 1999
 AJ5505_MARK LOGO: FLDEP 
 AJ5505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5505+STABILITY: SURFACE MOTION
 AJ5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5505+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5505
 AJ5505  HISTORY     - Date     Condition        Report By
 AJ5505  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5505
 AJ5505                          STATION DESCRIPTION
 AJ5505
 AJ5505'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5505'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5505'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5505'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5505'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5505'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5505'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5505'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTHERLY
 AJ5505'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5505'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5505'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5505'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.3 MI
 AJ5505'(0.5 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AJ5505'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND AND 0.6 FT (18.3
 AJ5505'CM) BELOW THE LEVEL OF THE BERM ROAD. LOCATED ABOUT 394.0 FT (120.1 M)
 AJ5505'EAST OF NGS LOGO CAP STAMPED 1439 C 1999, ABOUT 360.0 FT (109.7 M)
 AJ5505'WEST OF SURVEY MARK 1439 E 1999, 105.0 FT (32.0 M) EAST OF A 36-INCH
 AJ5505'WATER CONTROL PIPE UNDER THE BERM ROAD, 8.8 FT (2.7 M) SOUTH OF THE
 AJ5505'APPROXIMATE CENTERLINE OF THE BERM ROAD AND 1.7 FT (0.5 M) NORTH OF A
 AJ5505'CARSONITE WITNESS POST. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5505'NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5505'402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5504 ***********************************************************************
 AJ5504  DESIGNATION -  872 1439 E TIDAL
 AJ5504  PID         -  AJ5504
 AJ5504  STATE/COUNTY-  FL/BREVARD
 AJ5504  USGS QUAD   -  MIMS (1989)
 AJ5504
 AJ5504                         *CURRENT SURVEY CONTROL
 AJ5504  ___________________________________________________________________
 AJ5504* NAD 83(1986)-  28 38 29.     (N)    080 46 53.     (W)     SCALED    
 AJ5504* NAVD 88     -         0.647  (meters)       2.12   (feet)  ADJUSTED  
 AJ5504  ___________________________________________________________________
 AJ5504  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ5504  DYNAMIC HT  -           0.646 (meters)       2.12  (feet)  COMP
 AJ5504  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 AJ5504
 AJ5504  VERT ORDER  -  SECOND    CLASS I
 AJ5504
 AJ5504.The horizontal coordinates were scaled from a topographic map and have
 AJ5504.an estimated accuracy of +/- 6 seconds.
 AJ5504
 AJ5504.The orthometric height was determined by differential leveling
 AJ5504.and adjusted by the National Geodetic Survey in May 2004..
 AJ5504.No vertical observational check was made to the station.
 AJ5504
 AJ5504.The geoid height was determined by GEOID03.
 AJ5504
 AJ5504.The dynamic height is computed by dividing the NAVD 88
 AJ5504.geopotential number by the normal gravity value computed on the
 AJ5504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5504.degrees latitude (g = 980.6199 gals.).
 AJ5504
 AJ5504.The modeled gravity was interpolated from observed gravity values.
 AJ5504
 AJ5504;                    North         East    Units  Estimated Accuracy
 AJ5504;SPC FL E     -   477,310.      221,370.      MT  (+/- 180 meters Scaled)
 AJ5504
 AJ5504                          SUPERSEDED SURVEY CONTROL
 AJ5504
 AJ5504.No superseded survey control is available for this station.
 AJ5504
 AJ5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM213682(NAD 83)
 AJ5504_MARKER: DD = SURVEY DISK
 AJ5504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5504_STAMPING: 1439 E 1999
 AJ5504_MARK LOGO: FLDEP 
 AJ5504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5504+STABILITY: SURFACE MOTION
 AJ5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5504+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5504
 AJ5504  HISTORY     - Date     Condition        Report By
 AJ5504  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5504
 AJ5504                          STATION DESCRIPTION
 AJ5504
 AJ5504'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5504'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5504'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5504'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5504'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5504'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5504'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5504'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTHERLY
 AJ5504'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5504'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5504'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5504'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.25 MI
 AJ5504'(0.40 KM) TO A BUSH LINE ON THE LEFT AND THE MARK ON THE LEFT, SET IN
 AJ5504'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.7 FT (21.3 CM) BELOW
 AJ5504'THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD. LOCATED
 AJ5504'ABOUT 360.0 FT (109.7 M) EAST OF SURVEY MARK 1439 D 1999, 7.7 FT (2.3
 AJ5504'M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 1.6 FT
 AJ5504'(0.5 M) NORTH OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT THE
 AJ5504'MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON
 AJ5504'STATE HIGHWAY 402 (H4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5513 ***********************************************************************
 AJ5513  DESIGNATION -  872 1456 A TIDAL
 AJ5513  PID         -  AJ5513
 AJ5513  STATE/COUNTY-  FL/BREVARD
 AJ5513  USGS QUAD   -  TITUSVILLE (1988)
 AJ5513
 AJ5513                         *CURRENT SURVEY CONTROL
 AJ5513  ___________________________________________________________________
 AJ5513* NAD 83(1986)-  28 37 05.     (N)    080 48 13.     (W)     SCALED    
 AJ5513* NAVD 88     -         0.416  (meters)       1.36   (feet)  ADJUSTED  
 AJ5513  ___________________________________________________________________
 AJ5513  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AJ5513  DYNAMIC HT  -           0.416 (meters)       1.36  (feet)  COMP
 AJ5513  MODELED GRAV-     979,233.2   (mgal)                       NAVD 88
 AJ5513
 AJ5513  VERT ORDER  -  SECOND    CLASS I
 AJ5513
 AJ5513.The horizontal coordinates were scaled from a topographic map and have
 AJ5513.an estimated accuracy of +/- 6 seconds.
 AJ5513
 AJ5513.The orthometric height was determined by differential leveling
 AJ5513.and adjusted by the National Geodetic Survey in May 2004..
 AJ5513
 AJ5513.The geoid height was determined by GEOID03.
 AJ5513
 AJ5513.The dynamic height is computed by dividing the NAVD 88
 AJ5513.geopotential number by the normal gravity value computed on the
 AJ5513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5513.degrees latitude (g = 980.6199 gals.).
 AJ5513
 AJ5513.The modeled gravity was interpolated from observed gravity values.
 AJ5513
 AJ5513;                    North         East    Units  Estimated Accuracy
 AJ5513;SPC FL E     -   474,720.      219,210.      MT  (+/- 180 meters Scaled)
 AJ5513
 AJ5513                          SUPERSEDED SURVEY CONTROL
 AJ5513
 AJ5513.No superseded survey control is available for this station.
 AJ5513
 AJ5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM191656(NAD 83)
 AJ5513_MARKER: F = FLANGE-ENCASED ROD
 AJ5513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5513_STAMPING: 1456 A 1996
 AJ5513_MARK LOGO: NGS   
 AJ5513_PROJECTION: FLUSH
 AJ5513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5513+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 AJ5513_ROD/PIPE-DEPTH: 19.2 meters
 AJ5513
 AJ5513  HISTORY     - Date     Condition        Report By
 AJ5513  HISTORY     - 1996     MONUMENTED       NGS
 AJ5513  HISTORY     - 19991006 GOOD             FLDEP
 AJ5513
 AJ5513                          STATION DESCRIPTION
 AJ5513
 AJ5513'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5513'THE MARK IS IN TITUSVILLE AT THE COAST GUARD AUXILIARY (FLOTILLA 49),
 AJ5513'IN THE EAST SIDE OF SAND POINT PARK, ON THE WEST SIDE OF THE INDIAN
 AJ5513'RIVER, IN SECTION 34, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE
 AJ5513'MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S.
 AJ5513'HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE
 AJ5513'HIGHWAY 402 (A MAX BREWER MEMORIAL PARKWAY) FOR 0.3 MI (0.5 KM) TO
 AJ5513'SOUTHEAST ENTRANCE ROAD TO THE SAND POINT PARK AND THE COAST GUARD
 AJ5513'AUXILIARY (FLOTILLA 49) ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD
 AJ5513'AND GO NORTH FOR ABOUT 300.0 FT (91.4 M) TO THE MARK ON THE LEFT, A
 AJ5513'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 63.0 FT (19.2 M)
 AJ5513'WITH A NGS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED
 AJ5513'0.3 FT (9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT
 AJ5513'347.0 FT (105.8 M) NORTH-NORTHWEST OF SURVEY DISK NUMBER D 305, ABOUT
 AJ5513'187.0 FT (57.0 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BOAT
 AJ5513'RAMP, 137.3 FT (41.8 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AJ5513'COAST GUARD BUILDING, 84.5 FT (25.8 M) NORTHEAST OF A ROUND METAL
 AJ5513'LIGHT POST, 4.9 FT (1.5 M) SOUTHWEST OF THE NORTHEAST CORNER OF A
 AJ5513'CORRUGATED STEEL SEAWALL (SOUTHEAST CORNER OF THE BOAT RAMP) AND 3.5
 AJ5513'FT (1.1 M) SOUTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 AJ5513'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6957 ***********************************************************************
 AK6957  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6957  DESIGNATION -  872 1574 TIDAL 1
 AK6957  PID         -  AK6957
 AK6957  STATE/COUNTY-  FL/BREVARD
 AK6957  USGS QUAD   -  SHARPES (1992)
 AK6957
 AK6957                         *CURRENT SURVEY CONTROL
 AK6957  ___________________________________________________________________
 AK6957* NAD 83(1986)-  28 27 24.     (N)    080 45 44.     (W)     SCALED    
 AK6957* NAVD 88     -         4.073  (meters)      13.36   (feet)  ADJUSTED  
 AK6957  ___________________________________________________________________
 AK6957  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK6957  DYNAMIC HT  -           4.067 (meters)      13.34  (feet)  COMP
 AK6957  MODELED GRAV-     979,217.1   (mgal)                       NAVD 88
 AK6957
 AK6957  VERT ORDER  -  FIRST     CLASS II
 AK6957
 AK6957.The horizontal coordinates were scaled from a topographic map and have
 AK6957.an estimated accuracy of +/- 6 seconds.
 AK6957
 AK6957.The orthometric height was determined by differential leveling
 AK6957.and adjusted by the National Geodetic Survey in May 1994..
 AK6957
 AK6957.This Tidal Bench Mark is designated as VM 10792
 AK6957.by the Center for Operational Oceanographic Products and Services.
 AK6957
 AK6957.The geoid height was determined by GEOID03.
 AK6957
 AK6957.The dynamic height is computed by dividing the NAVD 88
 AK6957.geopotential number by the normal gravity value computed on the
 AK6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6957.degrees latitude (g = 980.6199 gals.).
 AK6957
 AK6957.The modeled gravity was interpolated from observed gravity values.
 AK6957
 AK6957;                    North         East    Units  Estimated Accuracy
 AK6957;SPC FL E     -   456,840.      223,290.      MT  (+/- 180 meters Scaled)
 AK6957
 AK6957                          SUPERSEDED SURVEY CONTROL
 AK6957
 AK6957  NGVD 29 (09/01/92)    4.490  (m)           14.73   (f) ADJUSTED    1 2
 AK6957
 AK6957.Superseded values are not recommended for survey control.
 AK6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6957.See file dsdata.txt to determine how the superseded data were derived.
 AK6957
 AK6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM232478(NAD 83)
 AK6957_MARKER: DB = BENCH MARK DISK
 AK6957_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AK6957_SP_SET: RETAINING WALL
 AK6957_STAMPING: NO.1 1972
 AK6957_MARK LOGO: CGS   
 AK6957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6957+STABILITY: SURFACE MOTION
 AK6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6957+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 AK6957
 AK6957  HISTORY     - Date     Condition        Report By
 AK6957  HISTORY     - 1972     MONUMENTED       NOS
 AK6957  HISTORY     - 19910214 GOOD             NGS
 AK6957
 AK6957                          STATION DESCRIPTION
 AK6957
 AK6957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6957'1.4 KM (0.9 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE IN
 AK6957'SHARPES, THENCE 0.1 KM (0.1 MI) EASTERLY ALONG A DRIVEWAY, IN THE
 AK6957'NORTH END OF A CONCRETE RETAINING WALL, 18.1 M (59.4 FT) SOUTH OF AND
 AK6957'LEVEL WITH THE DRIVEWAY CENTER, 11.6 M (38.1 FT) NORTHWEST OF THE
 AK6957'NORTHWEST CORNER OF A HOUSE, AND 0.1 M (0.3 FT) ABOVE THE GROUND
 AK6957'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY CHARLES
 AK6957'WILLIAMS, 5240 U.S. HIGHWAY 1 NORTH, COCOA FL. 32927, TELEPHONE
 AK6957'NUMBER (407) 636-5767.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6956 ***********************************************************************
 AK6956  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6956  DESIGNATION -  872 1574 TIDAL 2
 AK6956  PID         -  AK6956
 AK6956  STATE/COUNTY-  FL/BREVARD
 AK6956  USGS QUAD   -  SHARPES (1992)
 AK6956
 AK6956                         *CURRENT SURVEY CONTROL
 AK6956  ___________________________________________________________________
 AK6956* NAD 83(1986)-  28 27 23.     (N)    080 45 44.     (W)     SCALED    
 AK6956* NAVD 88     -         4.198  (meters)      13.77   (feet)  ADJUSTED  
 AK6956  ___________________________________________________________________
 AK6956  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK6956  DYNAMIC HT  -           4.192 (meters)      13.75  (feet)  COMP
 AK6956  MODELED GRAV-     979,217.1   (mgal)                       NAVD 88
 AK6956
 AK6956  VERT ORDER  -  FIRST     CLASS II
 AK6956
 AK6956.The horizontal coordinates were scaled from a topographic map and have
 AK6956.an estimated accuracy of +/- 6 seconds.
 AK6956
 AK6956.The orthometric height was determined by differential leveling
 AK6956.and adjusted by the National Geodetic Survey in May 1994..
 AK6956
 AK6956.This Tidal Bench Mark is designated as VM 10793
 AK6956.by the Center for Operational Oceanographic Products and Services.
 AK6956
 AK6956.The geoid height was determined by GEOID03.
 AK6956
 AK6956.The dynamic height is computed by dividing the NAVD 88
 AK6956.geopotential number by the normal gravity value computed on the
 AK6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6956.degrees latitude (g = 980.6199 gals.).
 AK6956
 AK6956.The modeled gravity was interpolated from observed gravity values.
 AK6956
 AK6956;                    North         East    Units  Estimated Accuracy
 AK6956;SPC FL E     -   456,810.      223,290.      MT  (+/- 180 meters Scaled)
 AK6956
 AK6956                          SUPERSEDED SURVEY CONTROL
 AK6956
 AK6956  NGVD 29 (09/01/92)    4.614  (m)           15.14   (f) ADJUSTED    1 2
 AK6956
 AK6956.Superseded values are not recommended for survey control.
 AK6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6956.See file dsdata.txt to determine how the superseded data were derived.
 AK6956
 AK6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM232477(NAD 83)
 AK6956_MARKER: DB = BENCH MARK DISK
 AK6956_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AK6956_SP_SET: RETAINING WALL
 AK6956_STAMPING: NO 2 1972
 AK6956_MARK LOGO: CGS   
 AK6956_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6956+STABILITY: SURFACE MOTION
 AK6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6956+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1991
 AK6956
 AK6956  HISTORY     - Date     Condition        Report By
 AK6956  HISTORY     - 1972     MONUMENTED       NOS
 AK6956  HISTORY     - 19910214 GOOD             NGS
 AK6956
 AK6956                          STATION DESCRIPTION
 AK6956
 AK6956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6956'1.4 KM (0.9 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE IN
 AK6956'SHARPES, THENCE 0.1 KM (0.1 MI) EASTERLY ALONG A DRIVEWAY, IN THE
 AK6956'SOUTH END OF A CONCRETE RETAINING WALL, 45.9 M (150.6 FT) SOUTH OF
 AK6956'AND LEVEL WITH THE DRIVEWAY CENTER, 12.7 M (41.7 FT) SOUTHWEST OF THE
 AK6956'SOUTHWEST CORNER OF A HOUSE, AND 0.2 M (0.7 FT) ABOVE THE GROUND
 AK6956'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY CHARLES
 AK6956'WILLIAMS, 5240 U.S. HIGHWAY 1 NORTH, COCOA FL. 32927, TELEPHONE
 AK6956'NUMBER (407)636-5767.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7004 ***********************************************************************
 AK7004  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7004  DESIGNATION -  872 1574 TIDAL 3
 AK7004  PID         -  AK7004
 AK7004  STATE/COUNTY-  FL/BREVARD
 AK7004  USGS QUAD   -  SHARPES (1992)
 AK7004
 AK7004                         *CURRENT SURVEY CONTROL
 AK7004  ___________________________________________________________________
 AK7004* NAD 83(1986)-  28 27 26.     (N)    080 45 44.     (W)     SCALED    
 AK7004* NAVD 88     -         7.068  (meters)      23.19   (feet)  ADJUSTED  
 AK7004  ___________________________________________________________________
 AK7004  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AK7004  DYNAMIC HT  -           7.058 (meters)      23.16  (feet)  COMP
 AK7004  MODELED GRAV-     979,217.2   (mgal)                       NAVD 88
 AK7004
 AK7004  VERT ORDER  -  SECOND    CLASS I
 AK7004
 AK7004.The horizontal coordinates were scaled from a topographic map and have
 AK7004.an estimated accuracy of +/- 6 seconds.
 AK7004
 AK7004.The orthometric height was determined by differential leveling
 AK7004.and adjusted by the National Geodetic Survey in September 1996..
 AK7004
 AK7004.This Tidal Bench Mark is designated as VM 10794
 AK7004.by the Center for Operational Oceanographic Products and Services.
 AK7004
 AK7004.The geoid height was determined by GEOID03.
 AK7004
 AK7004.The dynamic height is computed by dividing the NAVD 88
 AK7004.geopotential number by the normal gravity value computed on the
 AK7004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7004.degrees latitude (g = 980.6199 gals.).
 AK7004
 AK7004.The modeled gravity was interpolated from observed gravity values.
 AK7004
 AK7004;                    North         East    Units  Estimated Accuracy
 AK7004;SPC FL E     -   456,900.      223,290.      MT  (+/- 180 meters Scaled)
 AK7004
 AK7004                          SUPERSEDED SURVEY CONTROL
 AK7004
 AK7004  NGVD 29 (09/01/92)    7.484  (m)           24.55   (f) ADJUSTED    2 1
 AK7004
 AK7004.Superseded values are not recommended for survey control.
 AK7004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7004.See file dsdata.txt to determine how the superseded data were derived.
 AK7004
 AK7004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM232478(NAD 83)
 AK7004_MARKER: DB = BENCH MARK DISK
 AK7004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK7004_SP_SET: CONCRETE DRIVEWAY
 AK7004_STAMPING: NO 3 1972
 AK7004_MARK LOGO: CGS   
 AK7004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7004
 AK7004  HISTORY     - Date     Condition        Report By
 AK7004  HISTORY     - 1972     MONUMENTED       NOS
 AK7004  HISTORY     - 1986     GOOD             FLDNR
 AK7004  HISTORY     - 1995     GOOD             USPSQD
 AK7004  HISTORY     - 19950201 GOOD             USPSQD
 AK7004
 AK7004                          STATION DESCRIPTION
 AK7004
 AK7004'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7004'7.45 MI NORTH FROM COCOA.
 AK7004'BEGIN AT THE POST OFFICE IN SHARPES, GO 0.9 MILE NORTH ON U.S.
 AK7004'HIGHWAY 1 TO THE RESIDENCE OF MR. CHARLES E. WILLIAMS AND THE MARK.
 AK7004'THE MARK MAY ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1
 AK7004'AND KING STREET IN COCOA, GOING 7.45 MILES NORTH ON U.S. HIGHWAY 1
 AK7004'TO THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHWEST CORNER OF THE
 AK7004'DRIVEWAY RAMP FOR THE ENTRANCE TO MR. WILLIAMS PROPERTY, 33 FEET
 AK7004'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. 1, 20 FEET
 AK7004'SOUTH OF THE SOUTHWEST CORNER OF AN OLD BUS STOP SHELTER AND 7 FEET
 AK7004'SOUTH OF THE CENTERLINE OF THE DRIVEWAY.
 AK7004
 AK7004                          STATION RECOVERY (1995)
 AK7004
 AK7004'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7004'RECOVERED IN GOOD CONDITION.
 AK7004
 AK7004                          STATION RECOVERY (1995)
 AK7004
 AK7004'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ2449 ***********************************************************************
 AJ2449  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2449  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ2449  DESIGNATION -  872 1604 C TIDAL
 AJ2449  PID         -  AJ2449
 AJ2449  STATE/COUNTY-  FL/BREVARD
 AJ2449  USGS QUAD   -  CAPE CANAVERAL (1976)
 AJ2449
 AJ2449                         *CURRENT SURVEY CONTROL
 AJ2449  ___________________________________________________________________
 AJ2449* NAD 83(1999)-  28 25 11.33194(N)    080 35 32.20882(W)     ADJUSTED  
 AJ2449* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 AJ2449  ___________________________________________________________________
 AJ2449  X           -     917,609.904 (meters)                     COMP
 AJ2449  Y           -  -5,538,201.086 (meters)                     COMP
 AJ2449  Z           -   3,017,491.697 (meters)                     COMP
 AJ2449  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AJ2449  ELLIP HEIGHT-         -25.96  (meters)          (04/12/01) GPS OBS
 AJ2449  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AJ2449
 AJ2449  HORZ ORDER  -  A
 AJ2449  ELLP ORDER  -  FOURTH    CLASS I
 AJ2449
 AJ2449.The horizontal coordinates were established by GPS observations
 AJ2449.and adjusted by the National Geodetic Survey in April 2001..
 AJ2449
 AJ2449.The orthometric height was determined by GPS observations and a
 AJ2449.high-resolution geoid model.
 AJ2449
 AJ2449.This Tidal Bench Mark is designated as VM 12682
 AJ2449.by the Center for Operational Oceanographic Products and Services.
 AJ2449
 AJ2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2449
 AJ2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2449
 AJ2449.The ellipsoidal height was determined by GPS observations
 AJ2449.and is referenced to NAD 83.
 AJ2449
 AJ2449.The geoid height was determined by GEOID03.
 AJ2449
 AJ2449;                    North         East     Units Scale Factor Converg.
 AJ2449;SPC FL E     -   452,798.922   239,945.415   MT  0.99996086   +0 11 38.6
 AJ2449;SPC FL E     - 1,485,557.80    787,220.92   sFT  0.99996086   +0 11 38.6
 AJ2449;UTM  17      - 3,143,776.410   539,931.785   MT  0.99961968   +0 11 38.6
 AJ2449
 AJ2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2449!SPC FL E     -   1.00000408  x   0.99996086  =   0.99996494
 AJ2449!UTM  17      -   1.00000408  x   0.99961968  =   0.99962376
 AJ2449
 AJ2449                          SUPERSEDED SURVEY CONTROL
 AJ2449
 AJ2449.No superseded survey control is available for this station.
 AJ2449
 AJ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3993243776(NAD 83)
 AJ2449_MARKER: DJ = TIDAL STATION DISK
 AJ2449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ2449_STAMPING: 1604 C 1994
 AJ2449_MARK LOGO: NOS   
 AJ2449_PROJECTION: FLUSH
 AJ2449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2449+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AJ2449_ROD/PIPE-DEPTH:  8.5 meters
 AJ2449
 AJ2449  HISTORY     - Date     Condition        Report By
 AJ2449  HISTORY     - 1994     MONUMENTED       NOS
 AJ2449  HISTORY     - 20010320 GOOD             NIMA
 AJ2449  HISTORY     - 20040621 GOOD             USPSQD
 AJ2449
 AJ2449                          STATION DESCRIPTION
 AJ2449
 AJ2449'DESCRIBED BY NATIONAL IMAGERY + MAPPING AGENCY 2001
 AJ2449'THE MARK IS AT TRIDENT PIER IN CAPE CANAVERAL IN SECTION 2, TOWNSHIP
 AJ2449'24 SOUTH, RANGE 37 EAST.
 AJ2449'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 528 WEST AND STATE
 AJ2449'ROAD 401 NORTH AT CAPE CABAVERAL, GO NORTH AND EAST ON STATE ROAD 401
 AJ2449'FOR ---- MI TO THE JUNCTION OF POSEIDAN ROAD ON THE RIGHT, TURN RIGHT
 AJ2449'ON POSEIDAN ROAD AND GO EAST FOR ---- MI TO THE JUNCTION OF A ROAD ON
 AJ2449'THE RIGHT AND A SIGN THE SAYS TRIDENT PIER, TURN RIGHT ON THE ROAD AND
 AJ2449'GO SOUTH FOR ---FT---MI--- TO THE MARK ON THE LEFT, A STANDARD NOS
 AJ2449'BRASS DISK CRIMPED TO THE TOP OF A STAINLESS STEEL ROD WHICH WAS
 AJ2449'DRIVEN TO REFUSAL AT A DEPTH OF 28.0 FT (8.5 M) ENCASED IN A 5-INCH
 AJ2449'PVC PIPE --FLUSH-- WITH THE GROUND, THE DISK IS RECESSED ---- FT BELOW
 AJ2449'THE LEVEL OF THE GROUND.
 AJ2449'LOCATED 201.7 FT (61.5 M) SOUTH OF THE MOST NORTHERN LIGHTPOLE ON THE
 AJ2449'EAST SIDE OF THE ROAD LEADING SOUTH TO THE PIER, 32.8 FT (10.0 M) EAST
 AJ2449'OF THE CENTERLINE OF THE ROAD LEADING SOUTH TO THE PIER AND 10.9 FT
 AJ2449'(3.3 M) EAST-SOUTHEAST OF THE SECOND LIGHTPOLE SOUTH FROM THE MOST
 AJ2449'NORTHERN LIGHTPOLE ON THE EAST SIDE OF THE ROAD LEADING SOUTH TO THE
 AJ2449'PIER.
 AJ2449
 AJ2449                          STATION RECOVERY (2004)
 AJ2449
 AJ2449'RECOVERY NOTE BY US POWER SQUADRON 2004 (HW)
 AJ2449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7000 ***********************************************************************
 AK7000  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7000  DESIGNATION -  872 1608 E TIDAL
 AK7000  PID         -  AK7000
 AK7000  STATE/COUNTY-  FL/BREVARD
 AK7000  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK7000
 AK7000                         *CURRENT SURVEY CONTROL
 AK7000  ___________________________________________________________________
 AK7000* NAD 83(1986)-  28 24 26.     (N)    080 35 57.     (W)     SCALED    
 AK7000* NAVD 88     -         2.110  (meters)       6.92   (feet)  ADJUSTED  
 AK7000  ___________________________________________________________________
 AK7000  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK7000  DYNAMIC HT  -           2.107 (meters)       6.91  (feet)  COMP
 AK7000  MODELED GRAV-     979,220.0   (mgal)                       NAVD 88
 AK7000
 AK7000  VERT ORDER  -  SECOND    CLASS I
 AK7000
 AK7000.The horizontal coordinates were scaled from a topographic map and have
 AK7000.an estimated accuracy of +/- 6 seconds.
 AK7000
 AK7000.The orthometric height was determined by differential leveling
 AK7000.and adjusted by the National Geodetic Survey in September 1996..
 AK7000
 AK7000.This Tidal Bench Mark is designated as VM 7449
 AK7000.by the Center for Operational Oceanographic Products and Services.
 AK7000
 AK7000.The geoid height was determined by GEOID03.
 AK7000
 AK7000.The dynamic height is computed by dividing the NAVD 88
 AK7000.geopotential number by the normal gravity value computed on the
 AK7000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7000.degrees latitude (g = 980.6199 gals.).
 AK7000
 AK7000.The modeled gravity was interpolated from observed gravity values.
 AK7000
 AK7000;                    North         East    Units  Estimated Accuracy
 AK7000;SPC FL E     -   451,400.      239,280.      MT  (+/- 180 meters Scaled)
 AK7000
 AK7000                          SUPERSEDED SURVEY CONTROL
 AK7000
 AK7000  NGVD 29 (09/01/92)    2.550  (m)            8.37   (f) ADJUSTED    2 1
 AK7000
 AK7000.Superseded values are not recommended for survey control.
 AK7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7000.See file dsdata.txt to determine how the superseded data were derived.
 AK7000
 AK7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM392423(NAD 83)
 AK7000_MARKER: DJ = TIDAL STATION DISK
 AK7000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK7000_SP_SET: CONCRETE BOX DRAIN
 AK7000_STAMPING: 1608 E 1986
 AK7000_MARK LOGO: NOS   
 AK7000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7000+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 AK7000
 AK7000  HISTORY     - Date     Condition        Report By
 AK7000  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7000  HISTORY     - 19941216 GOOD             USPSQD
 AK7000  HISTORY     - 20030918 GOOD             USPSQD
 AK7000  HISTORY     - 20050722 GOOD             USPSQD
 AK7000  HISTORY     - 20060209 GOOD             USPSQD
 AK7000
 AK7000                          STATION DESCRIPTION
 AK7000
 AK7000'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7000'IN CAPE CANAVERAL.
 AK7000'BEGIN AT THE CAPE CANAVERAL POST OFFICE, GO 0.1 MILE NORTH ON
 AK7000'ATLANTIC AVENUE TO JETTY PARK ROAD, GO 0.15 MILE NORTH ON JETTY PARK
 AK7000'ROAD TO THE JUNCTION OF SOUTH JETTY DRIVE, GO 0.2 MILE EAST ON SOUTH
 AK7000'JETTY DRIVE TO THE MARK.  THE MARK IS SET IN THE SOUTHWEST CORNER OF
 AK7000'A 6-FOOT BY 4.5-FOOT BOX DRAIN, 28.1 FEET SOUTH OF THE CENTERLINE OF
 AK7000'SOUTH JETTY DRIVE, 55.7 FEET EAST OF THE CENTERLINE OF A DRIVEWAY FOR
 AK7000'A PARKING LOT, 19.8 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK AND
 AK7000'68.5 FEET SOUTHEAST OF THE JUNCTION OF THE ENTRANCE ROAD FOR
 AK7000'TERMINALS 2 AND 3 WITH SOUTH JETTY DRIVE.
 AK7000'THE MARK IS 1 FT BELOW ROAD.
 AK7000
 AK7000                          STATION RECOVERY (1994)
 AK7000
 AK7000'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK7000'RECOVERED IN GOOD CONDITION.
 AK7000
 AK7000                          STATION RECOVERY (2003)
 AK7000
 AK7000'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK7000'RECOVERED IN GOOD CONDITION.
 AK7000
 AK7000                          STATION RECOVERY (2005)
 AK7000
 AK7000'RECOVERY NOTE BY US POWER SQUADRON 2005 (GRF)
 AK7000'RECOVERED IN GOOD CONDITION.
 AK7000
 AK7000                          STATION RECOVERY (2006)
 AK7000
 AK7000'RECOVERY NOTE BY US POWER SQUADRON 2006 (GH)
 AK7000'E APPEARS TO BE AN L IN THE DESIGNATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6999 ***********************************************************************
 AK6999  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6999  DESIGNATION -  872 1608 F TIDAL
 AK6999  PID         -  AK6999
 AK6999  STATE/COUNTY-  FL/BREVARD
 AK6999  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK6999
 AK6999                         *CURRENT SURVEY CONTROL
 AK6999  ___________________________________________________________________
 AK6999* NAD 83(1986)-  28 24 29.     (N)    080 36 09.     (W)     SCALED    
 AK6999* NAVD 88     -         3.464  (meters)      11.36   (feet)  ADJUSTED  
 AK6999  ___________________________________________________________________
 AK6999  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6999  DYNAMIC HT  -           3.459 (meters)      11.35  (feet)  COMP
 AK6999  MODELED GRAV-     979,219.9   (mgal)                       NAVD 88
 AK6999
 AK6999  VERT ORDER  -  SECOND    CLASS I
 AK6999
 AK6999.The horizontal coordinates were scaled from a topographic map and have
 AK6999.an estimated accuracy of +/- 6 seconds.
 AK6999
 AK6999.The orthometric height was determined by differential leveling
 AK6999.and adjusted by the National Geodetic Survey in September 1996..
 AK6999
 AK6999.This Tidal Bench Mark is designated as VM 7447
 AK6999.by the Center for Operational Oceanographic Products and Services.
 AK6999
 AK6999.The geoid height was determined by GEOID03.
 AK6999
 AK6999.The dynamic height is computed by dividing the NAVD 88
 AK6999.geopotential number by the normal gravity value computed on the
 AK6999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6999.degrees latitude (g = 980.6199 gals.).
 AK6999
 AK6999.The modeled gravity was interpolated from observed gravity values.
 AK6999
 AK6999;                    North         East    Units  Estimated Accuracy
 AK6999;SPC FL E     -   451,490.      238,950.      MT  (+/- 180 meters Scaled)
 AK6999
 AK6999                          SUPERSEDED SURVEY CONTROL
 AK6999
 AK6999  NGVD 29 (09/01/92)    3.904  (m)           12.81   (f) ADJUSTED    2 1
 AK6999
 AK6999.Superseded values are not recommended for survey control.
 AK6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6999.See file dsdata.txt to determine how the superseded data were derived.
 AK6999
 AK6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM389424(NAD 83)
 AK6999_MARKER: DJ = TIDAL STATION DISK
 AK6999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6999_SP_SET: STAINLESS STEEL ROD
 AK6999_STAMPING: 1608 F 1986
 AK6999_MARK LOGO: NOS   
 AK6999_PROJECTION: PROJECTING 13 CENTIMETERS
 AK6999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6999+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 AK6999_ROD/PIPE-DEPTH: 12.2 meters
 AK6999
 AK6999  HISTORY     - Date     Condition        Report By
 AK6999  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6999  HISTORY     - 19941216 GOOD             USPSQD
 AK6999  HISTORY     - 20030918 GOOD             USPSQD
 AK6999  HISTORY     - 20060120 GOOD             USPSQD
 AK6999  HISTORY     - 20060210 GOOD             USPSQD
 AK6999
 AK6999                          STATION DESCRIPTION
 AK6999
 AK6999'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6999'IN CAPE CANAVERAL.
 AK6999'BEGIN AT THE CAPE CANAVERAL POST OFFICE, GO 0.1 MILE NORTH ON
 AK6999'ATLANTIC AVENUE TO JETTY PARK ROAD, GO 0.15 MILE NORTH ON JETTY PARK
 AK6999'ROAD TO THE JUNCTION OF SOUTH JETTY DRIVE AND THE MARK.  THE MARK
 AK6999'BEARS 142 FEET EAST OF THE CENTERLINE OF JETTY PARK ROAD, 23.8 FEET
 AK6999'NORTH OF THE CENTERLINE OF SOUTH JETTY DRIVE, 72.5 FEET EAST OF THE
 AK6999'SOUTHWEST FENCE CORNER POST FOR THE SEASCAPE CRUISE TERMINAL AND 1.4
 AK6999'FEET SOUTH OF A FENCE LINE.
 AK6999
 AK6999                          STATION RECOVERY (1994)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK6999'RECOVERED IN GOOD CONDITION.
 AK6999
 AK6999                          STATION RECOVERY (2003)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 2003
 AK6999'RECOVERED IN GOOD CONDITION.
 AK6999
 AK6999                          STATION RECOVERY (2006)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 2006 (SS)
 AK6999'RECOVERED IN GOOD CONDITION.
 AK6999
 AK6999                          STATION RECOVERY (2006)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 2006 (GH)
 AK6999'MARK IS IN A CYLINDER, WELL MARKED WITH PAINT AND A SURVEY WITNESS
 AK6999'POST. NO COVER OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6998 ***********************************************************************
 AK6998  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6998  DESIGNATION -  872 1608 G TIDAL
 AK6998  PID         -  AK6998
 AK6998  STATE/COUNTY-  FL/BREVARD
 AK6998  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK6998
 AK6998                         *CURRENT SURVEY CONTROL
 AK6998  ___________________________________________________________________
 AK6998* NAD 83(1986)-  28 24 24.     (N)    080 36 12.     (W)     SCALED    
 AK6998* NAVD 88     -         3.578  (meters)      11.74   (feet)  ADJUSTED  
 AK6998  ___________________________________________________________________
 AK6998  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6998  DYNAMIC HT  -           3.573 (meters)      11.72  (feet)  COMP
 AK6998  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 AK6998
 AK6998  VERT ORDER  -  SECOND    CLASS I
 AK6998
 AK6998.The horizontal coordinates were scaled from a topographic map and have
 AK6998.an estimated accuracy of +/- 6 seconds.
 AK6998
 AK6998.The orthometric height was determined by differential leveling
 AK6998.and adjusted by the National Geodetic Survey in September 1996..
 AK6998
 AK6998.This Tidal Bench Mark is designated as VM 7450
 AK6998.by the Center for Operational Oceanographic Products and Services.
 AK6998
 AK6998.The geoid height was determined by GEOID03.
 AK6998
 AK6998.The dynamic height is computed by dividing the NAVD 88
 AK6998.geopotential number by the normal gravity value computed on the
 AK6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6998.degrees latitude (g = 980.6199 gals.).
 AK6998
 AK6998.The modeled gravity was interpolated from observed gravity values.
 AK6998
 AK6998;                    North         East    Units  Estimated Accuracy
 AK6998;SPC FL E     -   451,340.      238,870.      MT  (+/- 180 meters Scaled)
 AK6998
 AK6998                          SUPERSEDED SURVEY CONTROL
 AK6998
 AK6998  NGVD 29 (09/01/92)    4.018  (m)           13.18   (f) ADJUSTED    2 1
 AK6998
 AK6998.Superseded values are not recommended for survey control.
 AK6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6998.See file dsdata.txt to determine how the superseded data were derived.
 AK6998
 AK6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM388423(NAD 83)
 AK6998_MARKER: DJ = TIDAL STATION DISK
 AK6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6998_SP_SET: CONCRETE POST
 AK6998_STAMPING: 1608 G 1986
 AK6998_MARK LOGO: NOS   
 AK6998_PROJECTION: RECESSED 5 CENTIMETERS
 AK6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6998+STABILITY: SURFACE MOTION
 AK6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6998+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 AK6998
 AK6998  HISTORY     - Date     Condition        Report By
 AK6998  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6998  HISTORY     - 19941216 MARK NOT FOUND   USPSQD
 AK6998  HISTORY     - 20030710 GOOD             USPSQD
 AK6998  HISTORY     - 20040828 GOOD             USPSQD
 AK6998
 AK6998                          STATION DESCRIPTION
 AK6998
 AK6998'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6998'IN CAPE CANAVERAL.
 AK6998'BEGIN AT THE CAPE CANAVERAL POST OFFICE, GO 0.1 MILE NORTH ON
 AK6998'ATLANTIC AVENUE TO JETTY PARK ROAD, GO 0.05 MILE NORTH ON JETTY PARK
 AK6998'ROAD TO THE MARK.  THE MARK BEARS 26.2 FEET EAST OF THE CENTERLINE OF
 AK6998'JETTY PARK ROAD, 17.2 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 76
 AK6998'FEET NORTH OF THE CENTERLINE OF THE NORTHERN DRIVEWAY FOR BELCHER OIL
 AK6998'COMPANY, 5.3 FEET NORTH OF THE WESTERN SIGN POST FOR A SIGN (BIKE
 AK6998'PATH TO JETTY PARK) AND 8.8 FEET WEST-NORTHWEST IF THE EAST SIGN POST
 AK6998'FOR THE SIGN.
 AK6998
 AK6998                          STATION RECOVERY (1994)
 AK6998
 AK6998'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK6998'MARK NOT FOUND.
 AK6998
 AK6998                          STATION RECOVERY (2003)
 AK6998
 AK6998'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK6998'RECOVERED IN GOOD CONDITION.
 AK6998
 AK6998                          STATION RECOVERY (2004)
 AK6998
 AK6998'RECOVERY NOTE BY US POWER SQUADRON 2004 (GRF)
 AK6998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7007 ***********************************************************************
 AK7007  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7007  DESIGNATION -  872 1609 TIDAL 1
 AK7007  PID         -  AK7007
 AK7007  STATE/COUNTY-  FL/BREVARD
 AK7007  USGS QUAD   -  COURTENAY (1976)
 AK7007
 AK7007                         *CURRENT SURVEY CONTROL
 AK7007  ___________________________________________________________________
 AK7007* NAD 83(1986)-  28 24 32.     (N)    080 38 17.     (W)     SCALED    
 AK7007* NAVD 88     -         3.749  (meters)      12.30   (feet)  ADJUSTED  
 AK7007  ___________________________________________________________________
 AK7007  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK7007  DYNAMIC HT  -           3.744 (meters)      12.28  (feet)  COMP
 AK7007  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 AK7007
 AK7007  VERT ORDER  -  SECOND    CLASS I
 AK7007
 AK7007.The horizontal coordinates were scaled from a topographic map and have
 AK7007.an estimated accuracy of +/- 6 seconds.
 AK7007
 AK7007.The orthometric height was determined by differential leveling
 AK7007.and adjusted by the National Geodetic Survey in September 1996..
 AK7007
 AK7007.This Tidal Bench Mark is designated as VM 10785
 AK7007.by the Center for Operational Oceanographic Products and Services.
 AK7007
 AK7007.The geoid height was determined by GEOID03.
 AK7007
 AK7007.The dynamic height is computed by dividing the NAVD 88
 AK7007.geopotential number by the normal gravity value computed on the
 AK7007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7007.degrees latitude (g = 980.6199 gals.).
 AK7007
 AK7007.The modeled gravity was interpolated from observed gravity values.
 AK7007
 AK7007;                    North         East    Units  Estimated Accuracy
 AK7007;SPC FL E     -   451,570.      235,460.      MT  (+/- 180 meters Scaled)
 AK7007
 AK7007                          SUPERSEDED SURVEY CONTROL
 AK7007
 AK7007  NGVD 29 (09/01/92)    4.158  (m)           13.64   (f) ADJUSTED    2 1
 AK7007
 AK7007.Superseded values are not recommended for survey control.
 AK7007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7007.See file dsdata.txt to determine how the superseded data were derived.
 AK7007
 AK7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM354425(NAD 83)
 AK7007_MARKER: DJ = TIDAL STATION DISK
 AK7007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK7007_SP_SET: CONCRETE WALL
 AK7007_STAMPING: NO 1 1972
 AK7007_MARK LOGO: CGS   
 AK7007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7007+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2006
 AK7007
 AK7007  HISTORY     - Date     Condition        Report By
 AK7007  HISTORY     - 1972     MONUMENTED       NOS
 AK7007  HISTORY     - 1984     GOOD             FLDNR
 AK7007  HISTORY     - 19941216 GOOD             USPSQD
 AK7007  HISTORY     - 19970504 GOOD             USPSQD
 AK7007  HISTORY     - 20031204 GOOD             USPSQD
 AK7007  HISTORY     - 20060108 GOOD             USPSQD
 AK7007
 AK7007                          STATION DESCRIPTION
 AK7007
 AK7007'DESCRIBED BY FL DEPT OF NAT RES 1984
 AK7007'1 MI SW FROM CAPE CANAVERAL.
 AK7007'THE MARK IS LOCATED AT THE PORT CANAVERAL LOCK COMPOUND, SET FLUSH IN
 AK7007'TOP OF A 1.5-FOOT HIGH CONCRETE WALL, 54 FEET EAST OF THE FLAGPOLE,
 AK7007'17 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 0.9 FOOT NORTH
 AK7007'OF THE SOUTH END OF THE WALL.
 AK7007
 AK7007                          STATION RECOVERY (1994)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK7007'RECOVERED IN GOOD CONDITION.
 AK7007
 AK7007                          STATION RECOVERY (1997)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7007'RECOVERED IN GOOD CONDITION.
 AK7007
 AK7007                          STATION RECOVERY (2003)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK7007'RECOVERED IN GOOD CONDITION.
 AK7007
 AK7007                          STATION RECOVERY (2006)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 2006 (RS)
 AK7007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7006 ***********************************************************************
 AK7006  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7006  DESIGNATION -  872 1609 TIDAL 2
 AK7006  PID         -  AK7006
 AK7006  STATE/COUNTY-  FL/BREVARD
 AK7006  USGS QUAD   -  COURTENAY (1976)
 AK7006
 AK7006                         *CURRENT SURVEY CONTROL
 AK7006  ___________________________________________________________________
 AK7006* NAD 83(1986)-  28 24 32.     (N)    080 38 17.     (W)     SCALED    
 AK7006* NAVD 88     -         3.259  (meters)      10.69   (feet)  ADJUSTED  
 AK7006  ___________________________________________________________________
 AK7006  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK7006  DYNAMIC HT  -           3.254 (meters)      10.68  (feet)  COMP
 AK7006  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 AK7006
 AK7006  VERT ORDER  -  SECOND    CLASS I
 AK7006
 AK7006.The horizontal coordinates were scaled from a topographic map and have
 AK7006.an estimated accuracy of +/- 6 seconds.
 AK7006
 AK7006.The orthometric height was determined by differential leveling
 AK7006.and adjusted by the National Geodetic Survey in September 1996..
 AK7006
 AK7006.This Tidal Bench Mark is designated as VM 10786
 AK7006.by the Center for Operational Oceanographic Products and Services.
 AK7006
 AK7006.The geoid height was determined by GEOID03.
 AK7006
 AK7006.The dynamic height is computed by dividing the NAVD 88
 AK7006.geopotential number by the normal gravity value computed on the
 AK7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7006.degrees latitude (g = 980.6199 gals.).
 AK7006
 AK7006.The modeled gravity was interpolated from observed gravity values.
 AK7006
 AK7006;                    North         East    Units  Estimated Accuracy
 AK7006;SPC FL E     -   451,570.      235,460.      MT  (+/- 180 meters Scaled)
 AK7006
 AK7006                          SUPERSEDED SURVEY CONTROL
 AK7006
 AK7006  NGVD 29 (09/01/92)    3.667  (m)           12.03   (f) ADJUSTED    2 1
 AK7006
 AK7006.Superseded values are not recommended for survey control.
 AK7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7006.See file dsdata.txt to determine how the superseded data were derived.
 AK7006
 AK7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM354425(NAD 83)
 AK7006_MARKER: DJ = TIDAL STATION DISK
 AK7006_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK7006_SP_SET: CONCRETE WALL
 AK7006_STAMPING: NO 2 1972
 AK7006_MARK LOGO: CGS   
 AK7006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7006+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2006
 AK7006
 AK7006  HISTORY     - Date     Condition        Report By
 AK7006  HISTORY     - 1972     MONUMENTED       NOS
 AK7006  HISTORY     - 1984     GOOD             FLDNR
 AK7006  HISTORY     - 19941216 GOOD             USPSQD
 AK7006  HISTORY     - 19970504 GOOD             USPSQD
 AK7006  HISTORY     - 20031204 GOOD             USPSQD
 AK7006  HISTORY     - 20060108 GOOD             USPSQD
 AK7006
 AK7006                          STATION DESCRIPTION
 AK7006
 AK7006'DESCRIBED BY FL DEPT OF NAT RES 1984
 AK7006'1 MI SW FROM CAPE CANAVERAL.
 AK7006'THE MARK IS LOCATED AT THE PORT CANAVERAL LOCK COMPOUND, SET FLUSH IN
 AK7006'TOP OF A 1.5-FOOT HIGH CONCRETE WALL, 6.5 FEET SOUTH OF A METAL LAMP
 AK7006'POLE, 1.7 FEET SOUTH OF THE NORTH END OF THE WALL AND 112 FEET NORTH
 AK7006'OF BENCH MARK NO 1 1972.
 AK7006
 AK7006                          STATION RECOVERY (1994)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (1997)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (2003)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (2006)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 2006 (RS)
 AK7006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6986 ***********************************************************************
 AK6986  DESIGNATION -  872 1648 E TIDAL
 AK6986  PID         -  AK6986
 AK6986  STATE/COUNTY-  FL/BREVARD
 AK6986  USGS QUAD   -  COCOA (1984)
 AK6986
 AK6986                         *CURRENT SURVEY CONTROL
 AK6986  ___________________________________________________________________
 AK6986* NAD 83(1986)-  28 21 19.     (N)    080 43 20.     (W)     SCALED    
 AK6986* NAVD 88     -         7.821  (meters)      25.66   (feet)  ADJUSTED  
 AK6986  ___________________________________________________________________
 AK6986  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK6986  DYNAMIC HT  -           7.810 (meters)      25.62  (feet)  COMP
 AK6986  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 AK6986
 AK6986  VERT ORDER  -  SECOND    CLASS I
 AK6986
 AK6986.The horizontal coordinates were scaled from a topographic map and have
 AK6986.an estimated accuracy of +/- 6 seconds.
 AK6986
 AK6986.The orthometric height was determined by differential leveling
 AK6986.and adjusted by the National Geodetic Survey in September 1996..
 AK6986
 AK6986.The geoid height was determined by GEOID03.
 AK6986
 AK6986.The dynamic height is computed by dividing the NAVD 88
 AK6986.geopotential number by the normal gravity value computed on the
 AK6986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6986.degrees latitude (g = 980.6199 gals.).
 AK6986
 AK6986.The modeled gravity was interpolated from observed gravity values.
 AK6986
 AK6986;                    North         East    Units  Estimated Accuracy
 AK6986;SPC FL E     -   445,610.      227,230.      MT  (+/- 180 meters Scaled)
 AK6986
 AK6986                          SUPERSEDED SURVEY CONTROL
 AK6986
 AK6986  NGVD 29 (09/01/92)    8.243  (m)           27.04   (f) ADJUSTED    2 1
 AK6986
 AK6986.Superseded values are not recommended for survey control.
 AK6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6986.See file dsdata.txt to determine how the superseded data were derived.
 AK6986
 AK6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM272365(NAD 83)
 AK6986_MARKER: DB = BENCH MARK DISK
 AK6986_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK6986_SP_SET: CONCRETE BRIDGE WALKWAY
 AK6986_STAMPING: 1648 E
 AK6986_MARK LOGO: FLDT  
 AK6986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6986+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AK6986
 AK6986  HISTORY     - Date     Condition        Report By
 AK6986  HISTORY     - UNK      MONUMENTED       FLDT
 AK6986  HISTORY     - 1986     GOOD             FLDNR
 AK6986  HISTORY     - 20020513 MARK NOT FOUND   USPSQD
 AK6986  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AK6986  HISTORY     - 20060305 GOOD             USPSQD
 AK6986
 AK6986                          STATION DESCRIPTION
 AK6986
 AK6986'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6986'IN COCOA.
 AK6986'THE MARK IS AT THE WEST END OF THE EASTBOUND STATE ROAD 520 BRIDGE
 AK6986'OVER THE INDIAN RIVER, 16.1 FEET SOUTH OF THE CENTERLINE OF THE
 AK6986'BRIDGE AND 1.9 FEET WEST OF THE END OF THE BRIDGE.
 AK6986'THE MARK IS 1 FT ABOVE ROAD.
 AK6986
 AK6986                          STATION RECOVERY (2002)
 AK6986
 AK6986'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK6986'CONSTRUCTION IN PROGRESS IN MARKER AREA.
 AK6986
 AK6986                          STATION RECOVERY (2003)
 AK6986
 AK6986'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK6986'MARK NOT FOUND.
 AK6986
 AK6986                          STATION RECOVERY (2006)
 AK6986
 AK6986'RECOVERY NOTE BY US POWER SQUADRON 2006 (RWS)
 AK6986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6985 ***********************************************************************
 AK6985  DESIGNATION -  872 1648 F TIDAL
 AK6985  PID         -  AK6985
 AK6985  STATE/COUNTY-  FL/BREVARD
 AK6985  USGS QUAD   -  COCOA (1984)
 AK6985
 AK6985                         *CURRENT SURVEY CONTROL
 AK6985  ___________________________________________________________________
 AK6985* NAD 83(1986)-  28 21 19.     (N)    080 43 20.     (W)     SCALED    
 AK6985* NAVD 88     -         8.089  (meters)      26.54   (feet)  ADJUSTED  
 AK6985  ___________________________________________________________________
 AK6985  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK6985  DYNAMIC HT  -           8.077 (meters)      26.50  (feet)  COMP
 AK6985  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 AK6985
 AK6985  VERT ORDER  -  SECOND    CLASS I
 AK6985
 AK6985.The horizontal coordinates were scaled from a topographic map and have
 AK6985.an estimated accuracy of +/- 6 seconds.
 AK6985
 AK6985.The orthometric height was determined by differential leveling
 AK6985.and adjusted by the National Geodetic Survey in September 1996..
 AK6985
 AK6985.The geoid height was determined by GEOID03.
 AK6985
 AK6985.The dynamic height is computed by dividing the NAVD 88
 AK6985.geopotential number by the normal gravity value computed on the
 AK6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6985.degrees latitude (g = 980.6199 gals.).
 AK6985
 AK6985.The modeled gravity was interpolated from observed gravity values.
 AK6985
 AK6985;                    North         East    Units  Estimated Accuracy
 AK6985;SPC FL E     -   445,610.      227,230.      MT  (+/- 180 meters Scaled)
 AK6985
 AK6985                          SUPERSEDED SURVEY CONTROL
 AK6985
 AK6985  NGVD 29 (09/01/92)    8.510  (m)           27.92   (f) ADJUSTED    2 1
 AK6985
 AK6985.Superseded values are not recommended for survey control.
 AK6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6985.See file dsdata.txt to determine how the superseded data were derived.
 AK6985
 AK6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM272365(NAD 83)
 AK6985_MARKER: DB = BENCH MARK DISK
 AK6985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK6985_SP_SET: CONCRETE BRIDGE RAIL
 AK6985_STAMPING: 1648 F
 AK6985_MARK LOGO: FLDT  
 AK6985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6985
 AK6985  HISTORY     - Date     Condition        Report By
 AK6985  HISTORY     - UNK      MONUMENTED       FLDT
 AK6985  HISTORY     - 1986     GOOD             FLDNR
 AK6985  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AK6985  HISTORY     - 20060310 GOOD             USPSQD
 AK6985
 AK6985                          STATION DESCRIPTION
 AK6985
 AK6985'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6985'IN COCOA.
 AK6985'THE MARK IS AT THE WEST END OF THE WESTBOUND STATE ROAD 520 BRIDGE
 AK6985'OVER THE INDIAN RIVER, 16.8 FEET SOUTH OF THE CENTERLINE OF THE
 AK6985'BRIDGE AND 0.4 FOOT WEST OF THE END OF THE BRIDGE.
 AK6985'THE MARK IS 3 FT ABOVE ROAD.
 AK6985
 AK6985                          STATION RECOVERY (2004)
 AK6985
 AK6985'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVK)
 AK6985'MARK NOT FOUND.
 AK6985
 AK6985                          STATION RECOVERY (2006)
 AK6985
 AK6985'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 AK6985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6984 ***********************************************************************
 AK6984  DESIGNATION -  872 1648 G TIDAL
 AK6984  PID         -  AK6984
 AK6984  STATE/COUNTY-  FL/BREVARD
 AK6984  USGS QUAD   -  COCOA (1984)
 AK6984
 AK6984                         *CURRENT SURVEY CONTROL
 AK6984  ___________________________________________________________________
 AK6984* NAD 83(1986)-  28 21 19.     (N)    080 43 20.     (W)     SCALED    
 AK6984* NAVD 88     -         0.781  (meters)       2.56   (feet)  ADJUSTED  
 AK6984  ___________________________________________________________________
 AK6984  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK6984  DYNAMIC HT  -           0.779 (meters)       2.56  (feet)  COMP
 AK6984  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 AK6984
 AK6984  VERT ORDER  -  SECOND    CLASS I
 AK6984
 AK6984.The horizontal coordinates were scaled from a topographic map and have
 AK6984.an estimated accuracy of +/- 6 seconds.
 AK6984
 AK6984.The orthometric height was determined by differential leveling
 AK6984.and adjusted by the National Geodetic Survey in September 1996..
 AK6984
 AK6984.The geoid height was determined by GEOID03.
 AK6984
 AK6984.The dynamic height is computed by dividing the NAVD 88
 AK6984.geopotential number by the normal gravity value computed on the
 AK6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6984.degrees latitude (g = 980.6199 gals.).
 AK6984
 AK6984.The modeled gravity was interpolated from observed gravity values.
 AK6984
 AK6984;                    North         East    Units  Estimated Accuracy
 AK6984;SPC FL E     -   445,610.      227,230.      MT  (+/- 180 meters Scaled)
 AK6984
 AK6984                          SUPERSEDED SURVEY CONTROL
 AK6984
 AK6984  NGVD 29 (09/01/92)    1.200  (m)            3.94   (f) ADJUSTED    2 1
 AK6984
 AK6984.Superseded values are not recommended for survey control.
 AK6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6984.See file dsdata.txt to determine how the superseded data were derived.
 AK6984
 AK6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM272365(NAD 83)
 AK6984_MARKER: DB = BENCH MARK DISK
 AK6984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6984_SP_SET: CONCRETE BULKHEAD
 AK6984_STAMPING: 1648 G
 AK6984_MARK LOGO: FLDT  
 AK6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6984+STABILITY: SURFACE MOTION
 AK6984
 AK6984  HISTORY     - Date     Condition        Report By
 AK6984  HISTORY     - UNK      MONUMENTED       FLDT
 AK6984  HISTORY     - 1986     GOOD             FLDNR
 AK6984  HISTORY     - 20020513 MARK NOT FOUND   USPSQD
 AK6984  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AK6984
 AK6984                          STATION DESCRIPTION
 AK6984
 AK6984'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6984'IN COCOA.
 AK6984'BEGIN AT THE WEST END OF THE EASTBOUND STATE ROAD 520 BRIDGE OVER THE
 AK6984'INDIAN RIVER, GO ABOUT 0.1 MILE SOUTHWEST TO THE MARK.  THE MARK
 AK6984'BEARS ABOUT 175 FEET EAST OF THE CENTERLINE OF RIVER EDGE BOULEVARD,
 AK6984'36 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD TO LEE WENNER PARK
 AK6984'AND 180 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A BULKHEAD.
 AK6984
 AK6984                          STATION RECOVERY (2002)
 AK6984
 AK6984'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK6984'CONSTRUCTION IN PROGRESS IN MARKER AREA.
 AK6984
 AK6984                          STATION RECOVERY (2004)
 AK6984
 AK6984'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVK)
 AK6984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0117 ***********************************************************************
 AK0117  DESIGNATION -  872 1648 TIDAL 1 RESET
 AK0117  PID         -  AK0117
 AK0117  STATE/COUNTY-  FL/BREVARD
 AK0117  USGS QUAD   -  COCOA (1984)
 AK0117
 AK0117                         *CURRENT SURVEY CONTROL
 AK0117  ___________________________________________________________________
 AK0117* NAD 83(1986)-  28 21 18.     (N)    080 43 32.     (W)     SCALED    
 AK0117* NAVD 88     -         1.276  (meters)       4.19   (feet)  ADJUSTED  
 AK0117  ___________________________________________________________________
 AK0117  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK0117  DYNAMIC HT  -           1.275 (meters)       4.18  (feet)  COMP
 AK0117  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 AK0117
 AK0117  VERT ORDER  -  SECOND    CLASS I
 AK0117
 AK0117.The horizontal coordinates were scaled from a topographic map and have
 AK0117.an estimated accuracy of +/- 6 seconds.
 AK0117
 AK0117.The orthometric height was determined by differential leveling
 AK0117.and adjusted by the National Geodetic Survey in September 1996..
 AK0117
 AK0117.The geoid height was determined by GEOID03.
 AK0117
 AK0117.The dynamic height is computed by dividing the NAVD 88
 AK0117.geopotential number by the normal gravity value computed on the
 AK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0117.degrees latitude (g = 980.6199 gals.).
 AK0117
 AK0117.The modeled gravity was interpolated from observed gravity values.
 AK0117
 AK0117;                    North         East    Units  Estimated Accuracy
 AK0117;SPC FL E     -   445,580.      226,900.      MT  (+/- 180 meters Scaled)
 AK0117
 AK0117                          SUPERSEDED SURVEY CONTROL
 AK0117
 AK0117  NGVD 29 (09/01/92)    1.695  (m)            5.56   (f) ADJUSTED    2 1
 AK0117
 AK0117.Superseded values are not recommended for survey control.
 AK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0117.See file dsdata.txt to determine how the superseded data were derived.
 AK0117
 AK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM268365(NAD 83)
 AK0117_MARKER: DJ = TIDAL STATION DISK
 AK0117_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK0117+WITH SETTING: PAVEMENT
 AK0117_SP_SET: CONCRETE BASE
 AK0117_STAMPING: NO 1 1941 RESET 1969
 AK0117_MARK LOGO: CGS   
 AK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0117+STABILITY: SURFACE MOTION
 AK0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0117+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 AK0117
 AK0117  HISTORY     - Date     Condition        Report By
 AK0117  HISTORY     - 1969     MONUMENTED       CGS
 AK0117  HISTORY     - 1984     GOOD             USPSQD
 AK0117  HISTORY     - 1986     GOOD             FLDNR
 AK0117  HISTORY     - 1987     GOOD             USPSQD
 AK0117  HISTORY     - 1989     GOOD             USPSQD
 AK0117  HISTORY     - 1990     GOOD             USPSQD
 AK0117  HISTORY     - 19941215 GOOD             USPSQD
 AK0117  HISTORY     - 20020414 GOOD             USPSQD
 AK0117  HISTORY     - 20031103 GOOD             USPSQD
 AK0117  HISTORY     - 20050620 GOOD             FL-009
 AK0117  HISTORY     - 20060310 GOOD             USPSQD
 AK0117
 AK0117                          STATION DESCRIPTION
 AK0117
 AK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AK0117'IN COCOA.
 AK0117'ON PROPERTY OF THE CENTRAL BREVARD NATIONAL BANK IN THE NORTHEAST
 AK0117'QUADRANT OF THE INTERSECTION OF DELANNOY AVE. AND KING STREET
 AK0117'(STATE HIGHWAY 520), 33 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 AK0117'CORNER OF THE BANK BUILDING, 31 FEET EAST OF EAST CURB OF
 AK0117'DELANNOY AVE., 21 FEET NORTHEAST OF MANHOLE COVER IN SIDEWALK
 AK0117'AT NORTHEAST CORNER OF INTERSECTION, 18.5 FEET NORTH OF NORTH
 AK0117'CURB OF KING STREET, SET IN A DRILLED HOLE IN A 6 X 9-FOOT
 AK0117'CONCRETE SLAB WHICH PROJECTS 4-INCHES AND IS THE BASE FOR THE
 AK0117'BANK ADVERTISING SIGN.  TIDAL STA 1-52.
 AK0117
 AK0117                          STATION RECOVERY (1984)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0117'BANK SIGN NO LONGER EXISTS. CONCRETE BASE STILL IN PLACE. BANK
 AK0117'CHANGED NAME TO SUN BANK.
 AK0117
 AK0117                          STATION RECOVERY (1986)
 AK0117
 AK0117'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1987)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1989)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1990)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1994)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2002)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2003)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2005)
 AK0117
 AK0117'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2006)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 AK0117'BANK NAME IS NOW SUNTRUST.
 AK0117'A WHITE WITNESS POST IS LOCATED APPROXIMATELY 1.5' WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2723 ***********************************************************************
 AK2723  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2723  DESIGNATION -  872 1648 TIDAL 3
 AK2723  PID         -  AK2723
 AK2723  STATE/COUNTY-  FL/BREVARD
 AK2723  USGS QUAD   -  COCOA (1984)
 AK2723
 AK2723                         *CURRENT SURVEY CONTROL
 AK2723  ___________________________________________________________________
 AK2723* NAD 83(1986)-  28 21 18.     (N)    080 43 31.     (W)     SCALED    
 AK2723* NAVD 88     -         1.759  (meters)       5.77   (feet)  ADJUSTED  
 AK2723  ___________________________________________________________________
 AK2723  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK2723  DYNAMIC HT  -           1.757 (meters)       5.76  (feet)  COMP
 AK2723  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 AK2723
 AK2723  VERT ORDER  -  FIRST     CLASS I
 AK2723
 AK2723.The horizontal coordinates were scaled from a topographic map and have
 AK2723.an estimated accuracy of +/- 6 seconds.
 AK2723
 AK2723.The orthometric height was determined by differential leveling
 AK2723.and adjusted by the National Geodetic Survey in June 1991..
 AK2723.WARNING-Repeat measurements at this control monument indicate possible
 AK2723.vertical movement.
 AK2723
 AK2723.This Tidal Bench Mark is designated as VM 14209
 AK2723.by the Center for Operational Oceanographic Products and Services.
 AK2723
 AK2723.The geoid height was determined by GEOID03.
 AK2723
 AK2723.The dynamic height is computed by dividing the NAVD 88
 AK2723.geopotential number by the normal gravity value computed on the
 AK2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2723.degrees latitude (g = 980.6199 gals.).
 AK2723
 AK2723.The modeled gravity was interpolated from observed gravity values.
 AK2723
 AK2723;                    North         East    Units  Estimated Accuracy
 AK2723;SPC FL E     -   445,580.      226,930.      MT  (+/- 180 meters Scaled)
 AK2723
 AK2723                          SUPERSEDED SURVEY CONTROL
 AK2723
 AK2723  NGVD 29 (09/01/92)    2.177  (m)            7.14   (f) ADJUSTED    1 1
 AK2723
 AK2723.Superseded values are not recommended for survey control.
 AK2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2723.See file dsdata.txt to determine how the superseded data were derived.
 AK2723
 AK2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM269365(NAD 83)
 AK2723_MARKER: DJ = TIDAL STATION DISK
 AK2723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2723_SP_SET: CONCRETE CURB
 AK2723_STAMPING: NO 3 1941
 AK2723_MARK LOGO: CGS   
 AK2723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2723
 AK2723  HISTORY     - Date     Condition        Report By
 AK2723  HISTORY     - 1941     MONUMENTED       CGS
 AK2723  HISTORY     - 1965     GOOD             NGS
 AK2723  HISTORY     - 1973     GOOD             NGS
 AK2723  HISTORY     - 1986     GOOD             FLDNR
 AK2723  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2723  HISTORY     - 19941215 MARK NOT FOUND   USPSQD
 AK2723  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AK2723
 AK2723                          STATION DESCRIPTION
 AK2723
 AK2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK2723'AT COCOA.
 AK2723'AT COCOA, ON TOP OF THE WEST CURB OF BREVARD AVENUE, NEAR THE
 AK2723'INTERSECTION OF WILLARD STREET, 18 FEET WEST OF THE CENTER LINE
 AK2723'OF THE AVENUE, 13 FEET NORTH OF THE NORTH CURB OF WILLARD
 AK2723'STREET AND ABOUT LEVEL WITH THE SIDEWALK.  INDIAN RIVER.
 AK2723
 AK2723                          STATION RECOVERY (1973)
 AK2723
 AK2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AK2723'RECOVERED IN GOOD CONDITION.
 AK2723
 AK2723                          STATION RECOVERY (1986)
 AK2723
 AK2723'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2723'RECOVERED IN GOOD CONDITION.
 AK2723
 AK2723                          STATION RECOVERY (1990)
 AK2723
 AK2723'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2723'MARK NOT FOUND.
 AK2723
 AK2723                          STATION RECOVERY (1994)
 AK2723
 AK2723'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK2723'MARK NOT FOUND.
 AK2723
 AK2723                          STATION RECOVERY (2004)
 AK2723
 AK2723'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVK)
 AK2723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7002 ***********************************************************************
 AK7002  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7002  DESIGNATION -  872 1727 E TIDAL
 AK7002  PID         -  AK7002
 AK7002  STATE/COUNTY-  FL/BREVARD
 AK7002  USGS QUAD   -  TROPIC (1988)
 AK7002
 AK7002                         *CURRENT SURVEY CONTROL
 AK7002  ___________________________________________________________________
 AK7002* NAD 83(1986)-  28 14 24.     (N)    080 36 06.     (W)     SCALED    
 AK7002* NAVD 88     -         3.424  (meters)      11.23   (feet)  ADJUSTED  
 AK7002  ___________________________________________________________________
 AK7002  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK7002  DYNAMIC HT  -           3.419 (meters)      11.22  (feet)  COMP
 AK7002  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 AK7002
 AK7002  VERT ORDER  -  SECOND    CLASS I
 AK7002
 AK7002.The horizontal coordinates were scaled from a topographic map and have
 AK7002.an estimated accuracy of +/- 6 seconds.
 AK7002
 AK7002.The orthometric height was determined by differential leveling
 AK7002.and adjusted by the National Geodetic Survey in September 1996..
 AK7002
 AK7002.This Tidal Bench Mark is designated as VM 14215
 AK7002.by the Center for Operational Oceanographic Products and Services.
 AK7002
 AK7002.The geoid height was determined by GEOID03.
 AK7002
 AK7002.The dynamic height is computed by dividing the NAVD 88
 AK7002.geopotential number by the normal gravity value computed on the
 AK7002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7002.degrees latitude (g = 980.6199 gals.).
 AK7002
 AK7002.The modeled gravity was interpolated from observed gravity values.
 AK7002
 AK7002;                    North         East    Units  Estimated Accuracy
 AK7002;SPC FL E     -   432,870.      239,090.      MT  (+/- 180 meters Scaled)
 AK7002
 AK7002                          SUPERSEDED SURVEY CONTROL
 AK7002
 AK7002  NGVD 29 (09/01/92)    3.858  (m)           12.66   (f) ADJUSTED    2 1
 AK7002
 AK7002.Superseded values are not recommended for survey control.
 AK7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7002.See file dsdata.txt to determine how the superseded data were derived.
 AK7002
 AK7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM390238(NAD 83)
 AK7002_MARKER: DJ = TIDAL STATION DISK
 AK7002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7002_SP_SET: STAINLESS STEEL ROD
 AK7002_STAMPING: 1727 E 1986
 AK7002_MARK LOGO: NOS   
 AK7002_PROJECTION: PROJECTING 10 CENTIMETERS
 AK7002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7002_ROD/PIPE-DEPTH: 17.1 meters
 AK7002
 AK7002  HISTORY     - Date     Condition        Report By
 AK7002  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7002  HISTORY     - 19950118 GOOD             USPSQD
 AK7002  HISTORY     - 19970319 GOOD             USPSQD
 AK7002
 AK7002                          STATION DESCRIPTION
 AK7002
 AK7002'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7002'3.8 MI NORTH FROM SATELLITE BEACH.
 AK7002'BEGIN AT THE JUNCTION OF STATE ROAD 404 WITH STATE ROAD A1A, NORTH OF
 AK7002'SATELLITE BEACH, GO 1.9 MILES NORTH ON A1A TO THE MARK.  THE MARK
 AK7002'BEARS 46.5 FEET WEST OF THE CENTERLINE OF A1A SOUTHBOUND, 65.6 FEET
 AK7002'SOUTH OF THE CENTERLINE OF A PAVED ROAD TO A FIRE STATION (EMERGENCY
 AK7002'CRASH GATE), 0.8 FOOT EAST OF A FENCE LINE AND ABOUT 225 YARDS SOUTH
 AK7002'OF BUILDING 800 (AIR TERMINAL BUILDING AND HANGAR).
 AK7002
 AK7002                          STATION RECOVERY (1995)
 AK7002
 AK7002'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7002'RECOVERED IN GOOD CONDITION.
 AK7002
 AK7002                          STATION RECOVERY (1997)
 AK7002
 AK7002'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6997 ***********************************************************************
 AK6997  DESIGNATION -  872 1749 F TIDAL
 AK6997  PID         -  AK6997
 AK6997  STATE/COUNTY-  FL/BREVARD
 AK6997  USGS QUAD   -  EAU GALLIE (1988)
 AK6997
 AK6997                         *CURRENT SURVEY CONTROL
 AK6997  ___________________________________________________________________
 AK6997* NAD 83(1986)-  28 12 50.     (N)    080 39 57.     (W)     SCALED    
 AK6997* NAVD 88     -         4.481  (meters)      14.70   (feet)  ADJUSTED  
 AK6997  ___________________________________________________________________
 AK6997  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK6997  DYNAMIC HT  -           4.474 (meters)      14.68  (feet)  COMP
 AK6997  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AK6997
 AK6997  VERT ORDER  -  SECOND    CLASS I
 AK6997
 AK6997.The horizontal coordinates were scaled from a topographic map and have
 AK6997.an estimated accuracy of +/- 6 seconds.
 AK6997
 AK6997.The orthometric height was determined by differential leveling
 AK6997.and adjusted by the National Geodetic Survey in September 1996..
 AK6997
 AK6997.The geoid height was determined by GEOID03.
 AK6997
 AK6997.The dynamic height is computed by dividing the NAVD 88
 AK6997.geopotential number by the normal gravity value computed on the
 AK6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6997.degrees latitude (g = 980.6199 gals.).
 AK6997
 AK6997.The modeled gravity was interpolated from observed gravity values.
 AK6997
 AK6997;                    North         East    Units  Estimated Accuracy
 AK6997;SPC FL E     -   429,960.      232,800.      MT  (+/- 180 meters Scaled)
 AK6997
 AK6997                          SUPERSEDED SURVEY CONTROL
 AK6997
 AK6997  NGVD 29 (09/01/92)    4.908  (m)           16.10   (f) ADJUSTED    2 1
 AK6997
 AK6997.Superseded values are not recommended for survey control.
 AK6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6997.See file dsdata.txt to determine how the superseded data were derived.
 AK6997
 AK6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM327209(NAD 83)
 AK6997_MARKER: DJ = TIDAL STATION DISK
 AK6997_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6997_SP_SET: CULVERT HEADWALL
 AK6997_STAMPING: 1749 F 1986
 AK6997_MARK LOGO: NOS   
 AK6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6997+STABILITY: SURFACE MOTION
 AK6997
 AK6997  HISTORY     - Date     Condition        Report By
 AK6997  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6997  HISTORY     - 19950107 GOOD             USPSQD
 AK6997  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 AK6997
 AK6997                          STATION DESCRIPTION
 AK6997
 AK6997'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6997'5.6 MI NORTH FROM EAU GALLIE.
 AK6997'BEGIN AT THE INTERSECRTION OF U.S. HIGHWAY 1 WITH STATE HIGHWAY 404
 AK6997'NORTH OF EAU GALLIE, GO 0.6 MILE NORTH ON U.S 1 TO THE MARK.  THE
 AK6997'MARK BEARS 26.5 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AK6997'THE HIGHWAY, 11.2 FEET NORTH OF THE SOUTH END OF THE CULVERT
 AK6997'HEADWALL, 1.5 FEET SOUTH OF THE NORTH END OF THE HEADWALL, 12.8 FEET
 AK6997'NORTH- NORTHWEST OF A POWER POLE, 69.5 FEET SOUTH OF THE CENTERLINE
 AK6997'OF THE DRIVEWAY FOR HOUSE 6420 AND 0.1 MILE NORTH OF THE DRIVE TO THE
 AK6997'WATERWAY MOTEL.
 AK6997'THE MARK IS 2 FT BELOW HIGHWAY.
 AK6997
 AK6997                          STATION RECOVERY (1995)
 AK6997
 AK6997'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6997'RECOVERED IN GOOD CONDITION.
 AK6997
 AK6997                          STATION RECOVERY (1997)
 AK6997
 AK6997'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5431 ***********************************************************************
 AK5431  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5431  DESIGNATION -  872 1749 TIDAL 1
 AK5431  PID         -  AK5431
 AK5431  STATE/COUNTY-  FL/BREVARD
 AK5431  USGS QUAD   -  EAU GALLIE (1988)
 AK5431
 AK5431                         *CURRENT SURVEY CONTROL
 AK5431  ___________________________________________________________________
 AK5431* NAD 83(1986)-  28 12 40.     (N)    080 39 50.     (W)     SCALED    
 AK5431* NAVD 88     -         0.810  (meters)       2.66   (feet)  ADJUSTED  
 AK5431  ___________________________________________________________________
 AK5431  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5431  DYNAMIC HT  -           0.808 (meters)       2.65  (feet)  COMP
 AK5431  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AK5431
 AK5431  VERT ORDER  -  SECOND    CLASS I
 AK5431
 AK5431.The horizontal coordinates were scaled from a topographic map and have
 AK5431.an estimated accuracy of +/- 6 seconds.
 AK5431
 AK5431.The orthometric height was determined by differential leveling
 AK5431.and adjusted by the National Geodetic Survey in September 1996..
 AK5431
 AK5431.This Tidal Bench Mark is designated as VM 5355
 AK5431.by the Center for Operational Oceanographic Products and Services.
 AK5431
 AK5431.The geoid height was determined by GEOID03.
 AK5431
 AK5431.The dynamic height is computed by dividing the NAVD 88
 AK5431.geopotential number by the normal gravity value computed on the
 AK5431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5431.degrees latitude (g = 980.6199 gals.).
 AK5431
 AK5431.The modeled gravity was interpolated from observed gravity values.
 AK5431
 AK5431;                    North         East    Units  Estimated Accuracy
 AK5431;SPC FL E     -   429,650.      232,990.      MT  (+/- 180 meters Scaled)
 AK5431
 AK5431                          SUPERSEDED SURVEY CONTROL
 AK5431
 AK5431  NAVD 88 (06/15/91)    0.845  (m)            2.77   (f) UNKNOWN     2 1
 AK5431  NGVD 29 (09/01/92)    1.238  (m)            4.06   (f) ADJUSTED    2 1
 AK5431
 AK5431.Superseded values are not recommended for survey control.
 AK5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5431.See file dsdata.txt to determine how the superseded data were derived.
 AK5431
 AK5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM329206(NAD 83)
 AK5431_MARKER: DJ = TIDAL STATION DISK
 AK5431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5431_SP_SET: CONCRETE SEAWALL
 AK5431_STAMPING: NO 1 1972
 AK5431_MARK LOGO: CGS   
 AK5431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5431+STABILITY: SURFACE MOTION
 AK5431
 AK5431  HISTORY     - Date     Condition        Report By
 AK5431  HISTORY     - 1972     MONUMENTED       NOS
 AK5431  HISTORY     - 1979     GOOD             FLDNR
 AK5431  HISTORY     - 1986     GOOD             FLDNR
 AK5431  HISTORY     - 19950107 POOR             USPSQD
 AK5431  HISTORY     - 19970401 POOR             USPSQD
 AK5431
 AK5431                          STATION DESCRIPTION
 AK5431
 AK5431'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5431'5.5 MI NORTH FROM EAU GALLIE.
 AK5431'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 40 NORTH
 AK5431'OF EAU GALLIE, PROCEED NORTH 0.5 MILE TO A PRIVATE DRIVE TO THE
 AK5431'WATERWAY MOTEL, PROCEED EAST 0.1 MILE ALONG DRIVE TO ITS END AT A
 AK5431'HOME. THE MARK BEARS 3.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AK5431'BULKHEAD AND 17.0 FEET NORTH OF THE OUTSIDE 45 DEGREE CORNER OF THE
 AK5431'BULKHEAD.
 AK5431
 AK5431                          STATION RECOVERY (1986)
 AK5431
 AK5431'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5431'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STATE HIGHWAY
 AK5431'IS 404, NOT 400.
 AK5431
 AK5431                          STATION RECOVERY (1995)
 AK5431
 AK5431'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5431'MARK RECOVERED IN POOR CONDITION.
 AK5431
 AK5431                          STATION RECOVERY (1997)
 AK5431
 AK5431'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5431'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5433 ***********************************************************************
 AK5433  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5433  DESIGNATION -  872 1749 TIDAL 2
 AK5433  PID         -  AK5433
 AK5433  STATE/COUNTY-  FL/BREVARD
 AK5433  USGS QUAD   -  EAU GALLIE (1988)
 AK5433
 AK5433                         *CURRENT SURVEY CONTROL
 AK5433  ___________________________________________________________________
 AK5433* NAD 83(1986)-  28 12 42.     (N)    080 39 48.     (W)     SCALED    
 AK5433* NAVD 88     -         0.869  (meters)       2.85   (feet)  ADJUSTED  
 AK5433  ___________________________________________________________________
 AK5433  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5433  DYNAMIC HT  -           0.868 (meters)       2.85  (feet)  COMP
 AK5433  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AK5433
 AK5433  VERT ORDER  -  SECOND    CLASS I
 AK5433
 AK5433.The horizontal coordinates were scaled from a topographic map and have
 AK5433.an estimated accuracy of +/- 6 seconds.
 AK5433
 AK5433.The orthometric height was determined by differential leveling
 AK5433.and adjusted by the National Geodetic Survey in June 1991..
 AK5433
 AK5433.This Tidal Bench Mark is designated as VM 17357
 AK5433.by the Center for Operational Oceanographic Products and Services.
 AK5433
 AK5433.The geoid height was determined by GEOID03.
 AK5433
 AK5433.The dynamic height is computed by dividing the NAVD 88
 AK5433.geopotential number by the normal gravity value computed on the
 AK5433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5433.degrees latitude (g = 980.6199 gals.).
 AK5433
 AK5433.The modeled gravity was interpolated from observed gravity values.
 AK5433
 AK5433;                    North         East    Units  Estimated Accuracy
 AK5433;SPC FL E     -   429,710.      233,050.      MT  (+/- 180 meters Scaled)
 AK5433
 AK5433                          SUPERSEDED SURVEY CONTROL
 AK5433
 AK5433  NGVD 29 (09/01/92)    1.297  (m)            4.26   (f) ADJUSTED    2 1
 AK5433
 AK5433.Superseded values are not recommended for survey control.
 AK5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5433.See file dsdata.txt to determine how the superseded data were derived.
 AK5433
 AK5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM330206(NAD 83)
 AK5433_MARKER: DJ = TIDAL STATION DISK
 AK5433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5433_SP_SET: CONCRETE SEAWALL
 AK5433_STAMPING: NO 2 1972
 AK5433_MARK LOGO: CGS   
 AK5433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5433+STABILITY: SURFACE MOTION
 AK5433
 AK5433  HISTORY     - Date     Condition        Report By
 AK5433  HISTORY     - 1972     MONUMENTED       NOS
 AK5433  HISTORY     - 1979     GOOD             FLDNR
 AK5433  HISTORY     - 1986     GOOD             FLDNR
 AK5433  HISTORY     - 19950107 POOR             USPSQD
 AK5433  HISTORY     - 19970401 POOR             USPSQD
 AK5433
 AK5433                          STATION DESCRIPTION
 AK5433
 AK5433'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5433'5.5 MI NORTH FROM EAU GALLIE.
 AK5433'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 400 NORTH
 AK5433'OF EAU GALLIE, PROCEED NORTH 0.5 MILE TO A PRIVATE DRIVE TO THE
 AK5433'WATERWAY MOTEL, PROCEED EAST 0.1 MILE ALONG DRIVE TO ITS END AT A
 AK5433'HOME. THE MARK BEARS 50.5 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER
 AK5433'OF A GARAGE, AND 25 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AK5433'BULKHEAD.
 AK5433
 AK5433                          STATION RECOVERY (1986)
 AK5433
 AK5433'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5433'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STATE HIGHWAY
 AK5433'IS 404, NOT 400.
 AK5433
 AK5433                          STATION RECOVERY (1995)
 AK5433
 AK5433'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5433'MARK RECOVERED IN POOR CONDITION.
 AK5433
 AK5433                          STATION RECOVERY (1997)
 AK5433
 AK5433'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5433'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5430 ***********************************************************************
 AK5430  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5430  DESIGNATION -  872 1749 TIDAL 3
 AK5430  PID         -  AK5430
 AK5430  STATE/COUNTY-  FL/BREVARD
 AK5430  USGS QUAD   -  EAU GALLIE (1988)
 AK5430
 AK5430                         *CURRENT SURVEY CONTROL
 AK5430  ___________________________________________________________________
 AK5430* NAD 83(1986)-  28 12 43.     (N)    080 39 54.     (W)     SCALED    
 AK5430* NAVD 88     -         0.666  (meters)       2.19   (feet)  ADJUSTED  
 AK5430  ___________________________________________________________________
 AK5430  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5430  DYNAMIC HT  -           0.665 (meters)       2.18  (feet)  COMP
 AK5430  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AK5430
 AK5430  VERT ORDER  -  SECOND    CLASS I
 AK5430
 AK5430.The horizontal coordinates were scaled from a topographic map and have
 AK5430.an estimated accuracy of +/- 6 seconds.
 AK5430
 AK5430.The orthometric height was determined by differential leveling
 AK5430.and adjusted by the National Geodetic Survey in September 1996..
 AK5430
 AK5430.This Tidal Bench Mark is designated as VM 5356
 AK5430.by the Center for Operational Oceanographic Products and Services.
 AK5430
 AK5430.The geoid height was determined by GEOID03.
 AK5430
 AK5430.The dynamic height is computed by dividing the NAVD 88
 AK5430.geopotential number by the normal gravity value computed on the
 AK5430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5430.degrees latitude (g = 980.6199 gals.).
 AK5430
 AK5430.The modeled gravity was interpolated from observed gravity values.
 AK5430
 AK5430;                    North         East    Units  Estimated Accuracy
 AK5430;SPC FL E     -   429,740.      232,890.      MT  (+/- 180 meters Scaled)
 AK5430
 AK5430                          SUPERSEDED SURVEY CONTROL
 AK5430
 AK5430  NAVD 88 (06/15/91)    0.673  (m)            2.21   (f) UNKNOWN     2 1
 AK5430  NGVD 29 (09/01/92)    1.095  (m)            3.59   (f) ADJUSTED    2 1
 AK5430
 AK5430.Superseded values are not recommended for survey control.
 AK5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5430.See file dsdata.txt to determine how the superseded data were derived.
 AK5430
 AK5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM328207(NAD 83)
 AK5430_MARKER: DJ = TIDAL STATION DISK
 AK5430_SETTING: 80 = SET IN A BOULDER
 AK5430_SP_SET: BOULDER
 AK5430_STAMPING: NO 3 1972
 AK5430_MARK LOGO: CGS   
 AK5430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5430+STABILITY: SURFACE MOTION
 AK5430
 AK5430  HISTORY     - Date     Condition        Report By
 AK5430  HISTORY     - 1972     MONUMENTED       NOS
 AK5430  HISTORY     - 1979     GOOD             FLDNR
 AK5430  HISTORY     - 1986     GOOD             FLDNR
 AK5430  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AK5430  HISTORY     - 19970401 POOR             USPSQD
 AK5430
 AK5430                          STATION DESCRIPTION
 AK5430
 AK5430'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5430'5.5 MI NORTH FROM EAU GALLIE.
 AK5430'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 400 NORTH
 AK5430'OF EAU GALLIE, PROCEED NORTH 0.5 MILE TO A PRIVATE DRIVE TO THE
 AK5430'WATERWAY MOTEL, PROCEED EAST 0.1 MILE ALONG DRIVE TO ITS END AT A
 AK5430'HOME. THE MARK BEARS 58.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 AK5430'BULKHEAD, 33.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 AK5430'AND 32.4 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE.
 AK5430
 AK5430                          STATION RECOVERY (1986)
 AK5430
 AK5430'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5430'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STATE HIGHWAY
 AK5430'IS 404, NOT 400, AND THE MARK BEARS 24 FEET NORTH-NORTHWEST OF THE
 AK5430'NORTHEAST CORNER OF THE HOUSE, NOT 32.4 FEET.  THE MARK IS ALSO 59
 AK5430'FEET NORTHWEST OF BENCH MARK NO 4 1972.
 AK5430
 AK5430                          STATION RECOVERY (1995)
 AK5430
 AK5430'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5430'MARK NOT FOUND.
 AK5430
 AK5430                          STATION RECOVERY (1997)
 AK5430
 AK5430'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5430'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5432 ***********************************************************************
 AK5432  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5432  DESIGNATION -  872 1749 TIDAL 4
 AK5432  PID         -  AK5432
 AK5432  STATE/COUNTY-  FL/BREVARD
 AK5432  USGS QUAD   -  EAU GALLIE (1988)
 AK5432
 AK5432                         *CURRENT SURVEY CONTROL
 AK5432  ___________________________________________________________________
 AK5432* NAD 83(1986)-  28 12 40.     (N)    080 39 51.     (W)     SCALED    
 AK5432* NAVD 88     -         0.883  (meters)       2.90   (feet)  ADJUSTED  
 AK5432  ___________________________________________________________________
 AK5432  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5432  DYNAMIC HT  -           0.882 (meters)       2.89  (feet)  COMP
 AK5432  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AK5432
 AK5432  VERT ORDER  -  SECOND    CLASS I
 AK5432
 AK5432.The horizontal coordinates were scaled from a topographic map and have
 AK5432.an estimated accuracy of +/- 6 seconds.
 AK5432
 AK5432.The orthometric height was determined by differential leveling
 AK5432.and adjusted by the National Geodetic Survey in September 1996..
 AK5432
 AK5432.This Tidal Bench Mark is designated as VM 5357
 AK5432.by the Center for Operational Oceanographic Products and Services.
 AK5432
 AK5432.The geoid height was determined by GEOID03.
 AK5432
 AK5432.The dynamic height is computed by dividing the NAVD 88
 AK5432.geopotential number by the normal gravity value computed on the
 AK5432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5432.degrees latitude (g = 980.6199 gals.).
 AK5432
 AK5432.The modeled gravity was interpolated from observed gravity values.
 AK5432
 AK5432;                    North         East    Units  Estimated Accuracy
 AK5432;SPC FL E     -   429,650.      232,970.      MT  (+/- 180 meters Scaled)
 AK5432
 AK5432                          SUPERSEDED SURVEY CONTROL
 AK5432
 AK5432  NAVD 88 (06/15/91)    0.890  (m)            2.92   (f) UNKNOWN     2 1
 AK5432  NGVD 29 (09/01/92)    1.311  (m)            4.30   (f) ADJUSTED    2 1
 AK5432
 AK5432.Superseded values are not recommended for survey control.
 AK5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5432.See file dsdata.txt to determine how the superseded data were derived.
 AK5432
 AK5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM329206(NAD 83)
 AK5432_MARKER: DJ = TIDAL STATION DISK
 AK5432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5432_SP_SET: CONCRETE SEAWALL
 AK5432_STAMPING: NO 4 1972
 AK5432_MARK LOGO: CGS   
 AK5432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5432+STABILITY: SURFACE MOTION
 AK5432
 AK5432  HISTORY     - Date     Condition        Report By
 AK5432  HISTORY     - 1972     MONUMENTED       NOS
 AK5432  HISTORY     - 1979     GOOD             FLDNR
 AK5432  HISTORY     - 1986     GOOD             FLDNR
 AK5432  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AK5432  HISTORY     - 19970401 POOR             USPSQD
 AK5432
 AK5432                          STATION DESCRIPTION
 AK5432
 AK5432'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5432'5.5 MI NORTH FROM EAU GALLIE.
 AK5432'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 400 NORTH
 AK5432'OF EAU GALLIE, PROCEED NORTH 0.5 MILE TO A PRIVATE DRIVE TO THE
 AK5432'WATERWAY MOTEL, PROCEED EAST 0.1 MILE ALONG DRIVE TO ITS END AT A
 AK5432'HOME. THE MARK BEARS 43.7 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER
 AK5432'OF THE HOUSE, AND 19.5 FEET SOUTHWEST OF THE OUTSIDE 45 DEGREE CORNER
 AK5432'OF THE BULKHEAD.
 AK5432
 AK5432                          STATION RECOVERY (1986)
 AK5432
 AK5432'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5432'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STATE HIGHWAY
 AK5432'IS 404, NOT 400.  THE MARK IS ALSO 1 FOOT SOUTH OF THE INSIDE
 AK5432'45-DEGREE CORNER OF THE BULKHEAD, 35.8 FEET NORTH OF BENCH MARK NO 2
 AK5432'1972 AND 31.5 FEET SOUTH-SOUTHWEST OF BENCH MARK NO 1 1972.
 AK5432
 AK5432                          STATION RECOVERY (1995)
 AK5432
 AK5432'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5432'MARK NOT FOUND.
 AK5432
 AK5432                          STATION RECOVERY (1997)
 AK5432
 AK5432'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5432'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6996 ***********************************************************************
 AK6996  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6996  DESIGNATION -  872 1749 TIDAL 5
 AK6996  PID         -  AK6996
 AK6996  STATE/COUNTY-  FL/BREVARD
 AK6996  USGS QUAD   -  EAU GALLIE (1988)
 AK6996
 AK6996                         *CURRENT SURVEY CONTROL
 AK6996  ___________________________________________________________________
 AK6996* NAD 83(1986)-  28 12 42.     (N)    080 39 48.     (W)     SCALED    
 AK6996* NAVD 88     -         0.819  (meters)       2.69   (feet)  ADJUSTED  
 AK6996  ___________________________________________________________________
 AK6996  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK6996  DYNAMIC HT  -           0.817 (meters)       2.68  (feet)  COMP
 AK6996  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AK6996
 AK6996  VERT ORDER  -  SECOND    CLASS I
 AK6996
 AK6996.The horizontal coordinates were scaled from a topographic map and have
 AK6996.an estimated accuracy of +/- 6 seconds.
 AK6996
 AK6996.The orthometric height was determined by differential leveling
 AK6996.and adjusted by the National Geodetic Survey in September 1996..
 AK6996
 AK6996.This Tidal Bench Mark is designated as VM 5358
 AK6996.by the Center for Operational Oceanographic Products and Services.
 AK6996
 AK6996.The geoid height was determined by GEOID03.
 AK6996
 AK6996.The dynamic height is computed by dividing the NAVD 88
 AK6996.geopotential number by the normal gravity value computed on the
 AK6996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6996.degrees latitude (g = 980.6199 gals.).
 AK6996
 AK6996.The modeled gravity was interpolated from observed gravity values.
 AK6996
 AK6996;                    North         East    Units  Estimated Accuracy
 AK6996;SPC FL E     -   429,710.      233,050.      MT  (+/- 180 meters Scaled)
 AK6996
 AK6996                          SUPERSEDED SURVEY CONTROL
 AK6996
 AK6996  NGVD 29 (09/01/92)    1.247  (m)            4.09   (f) ADJUSTED    2 1
 AK6996
 AK6996.Superseded values are not recommended for survey control.
 AK6996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6996.See file dsdata.txt to determine how the superseded data were derived.
 AK6996
 AK6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM330206(NAD 83)
 AK6996_MARKER: DJ = TIDAL STATION DISK
 AK6996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6996_SP_SET: CONCRETE SEAWALL
 AK6996_STAMPING: NO 5 1972
 AK6996_MARK LOGO: CGS   
 AK6996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6996+STABILITY: SURFACE MOTION
 AK6996
 AK6996  HISTORY     - Date     Condition        Report By
 AK6996  HISTORY     - 1972     MONUMENTED       NOS
 AK6996  HISTORY     - 1986     GOOD             FLDNR
 AK6996  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AK6996  HISTORY     - 19970401 GOOD             USPSQD
 AK6996
 AK6996                          STATION DESCRIPTION
 AK6996
 AK6996'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6996'5.5 MI NORTH FROM EAU GALLIE.
 AK6996'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 404
 AK6996'NORTH OF EAU GALLIE, GO 0.5 MILE NORTH ON U.S. 1 TO A PRIVATE DRIVE
 AK6996'TO THE WATERWAY MOTEL, GO 0.1 MILE EAST ON THE DRIVE TO ITS END AT A
 AK6996'HOME AND THE MARK.  THE MARK BEARS 20 FEET WEST OF THE SOUTHEAST
 AK6996'CORNER OF THE SEAWALL, 1 FOOT EAST OF THE WEST END OF THE SEAWALL,
 AK6996'AND 33 FEET SOUTHWEST OF BENCH MARK NO 2 1972.
 AK6996
 AK6996                          STATION RECOVERY (1995)
 AK6996
 AK6996'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6996'MARK NOT FOUND.
 AK6996
 AK6996                          STATION RECOVERY (1997)
 AK6996
 AK6996'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6990 ***********************************************************************
 AK6990  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6990  DESIGNATION -  872 1789 F TIDAL
 AK6990  PID         -  AK6990
 AK6990  STATE/COUNTY-  FL/BREVARD
 AK6990  USGS QUAD   -  TROPIC (1988)
 AK6990
 AK6990                         *CURRENT SURVEY CONTROL
 AK6990  ___________________________________________________________________
 AK6990* NAD 83(1986)-  28 08 57.     (N)    080 36 17.     (W)     SCALED    
 AK6990* NAVD 88     -         1.055  (meters)       3.46   (feet)  ADJUSTED  
 AK6990  ___________________________________________________________________
 AK6990  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6990  DYNAMIC HT  -           1.054 (meters)       3.46  (feet)  COMP
 AK6990  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AK6990
 AK6990  VERT ORDER  -  SECOND    CLASS I
 AK6990
 AK6990.The horizontal coordinates were scaled from a topographic map and have
 AK6990.an estimated accuracy of +/- 6 seconds.
 AK6990
 AK6990.The orthometric height was determined by differential leveling
 AK6990.and adjusted by the National Geodetic Survey in September 1996..
 AK6990
 AK6990.This Tidal Bench Mark is designated as VM 5365
 AK6990.by the Center for Operational Oceanographic Products and Services.
 AK6990
 AK6990.The geoid height was determined by GEOID03.
 AK6990
 AK6990.The dynamic height is computed by dividing the NAVD 88
 AK6990.geopotential number by the normal gravity value computed on the
 AK6990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6990.degrees latitude (g = 980.6199 gals.).
 AK6990
 AK6990.The modeled gravity was interpolated from observed gravity values.
 AK6990
 AK6990;                    North         East    Units  Estimated Accuracy
 AK6990;SPC FL E     -   422,800.      238,820.      MT  (+/- 180 meters Scaled)
 AK6990
 AK6990                          SUPERSEDED SURVEY CONTROL
 AK6990
 AK6990  NGVD 29 (09/01/92)    1.485  (m)            4.87   (f) ADJUSTED    2 1
 AK6990
 AK6990.Superseded values are not recommended for survey control.
 AK6990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6990.See file dsdata.txt to determine how the superseded data were derived.
 AK6990
 AK6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM388137(NAD 83)
 AK6990_MARKER: DJ = TIDAL STATION DISK
 AK6990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6990_SP_SET: STAINLESS STEEL ROD
 AK6990_STAMPING: 1789 F 1986
 AK6990_MARK LOGO: NOS   
 AK6990_PROJECTION: RECESSED 3 CENTIMETERS
 AK6990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6990_ROD/PIPE-DEPTH: 16.2 meters
 AK6990
 AK6990  HISTORY     - Date     Condition        Report By
 AK6990  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6990  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK6990  HISTORY     - 20000606 MARK NOT FOUND   USPSQD
 AK6990  HISTORY     - 20041205 MARK NOT FOUND   FL-009
 AK6990
 AK6990                          STATION DESCRIPTION
 AK6990
 AK6990'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6990'IN INDIAN HARBOR BEACH.
 AK6990'BEGIN AT THE EAST END OF THE STATE ROAD 518 BRIDGE OVER THE
 AK6990'INTRACOASTAL WATERWAY IN INDIAN HARBOR BEACH, GO 0.2 MILE EAST ON
 AK6990'STATE ROAD 518 TO THE JUNCTION OF STATE ROAD 513 (SOUTH PATRICK
 AK6990'DRIVE), GO 0.9 MILE NORTH ON STATE ROAD 513 TO THE JUNCTION OF BANANA
 AK6990'RIVER DRIVE, GO 0.3 MILE WEST ON BANANA RIVER DRIVE TO THE MARK.  THE
 AK6990'MARK BEARS 50 FEET NORTH-NORTHWEST OF THE CENTERLINE OF BANANA RIVER
 AK6990'DRIVE, 1.9 FEET SOUTH-SOUTHWEST OF A 4-FOOT HIGH CONCRETE WALL AND
 AK6990'60.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER THE
 AK6990'BANANA RIVER.
 AK6990'THE MARK IS 0.4 FT  SSE FROM A WITNESS POST.
 AK6990
 AK6990                          STATION RECOVERY (1995)
 AK6990
 AK6990'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6990'MARK NOT FOUND.
 AK6990
 AK6990                          STATION RECOVERY (2000)
 AK6990
 AK6990'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK6990'NO 4FT HI WALL.  NO WITNESS POST. BULLDOZER WORK IN THE AREA.
 AK6990
 AK6990                          STATION RECOVERY (2004)
 AK6990
 AK6990'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK6990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6991 ***********************************************************************
 AK6991  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6991  DESIGNATION -  872 1789 G TIDAL
 AK6991  PID         -  AK6991
 AK6991  STATE/COUNTY-  FL/BREVARD
 AK6991  USGS QUAD   -  TROPIC (1988)
 AK6991
 AK6991                         *CURRENT SURVEY CONTROL
 AK6991  ___________________________________________________________________
 AK6991* NAD 83(1986)-  28 08 57.     (N)    080 36 17.     (W)     SCALED    
 AK6991* NAVD 88     -         0.848  (meters)       2.78   (feet)  ADJUSTED  
 AK6991  ___________________________________________________________________
 AK6991  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6991  DYNAMIC HT  -           0.846 (meters)       2.78  (feet)  COMP
 AK6991  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AK6991
 AK6991  VERT ORDER  -  SECOND    CLASS I
 AK6991
 AK6991.The horizontal coordinates were scaled from a topographic map and have
 AK6991.an estimated accuracy of +/- 6 seconds.
 AK6991
 AK6991.The orthometric height was determined by differential leveling
 AK6991.and adjusted by the National Geodetic Survey in September 1996..
 AK6991
 AK6991.This Tidal Bench Mark is designated as VM 5366
 AK6991.by the Center for Operational Oceanographic Products and Services.
 AK6991
 AK6991.The geoid height was determined by GEOID03.
 AK6991
 AK6991.The dynamic height is computed by dividing the NAVD 88
 AK6991.geopotential number by the normal gravity value computed on the
 AK6991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6991.degrees latitude (g = 980.6199 gals.).
 AK6991
 AK6991.The modeled gravity was interpolated from observed gravity values.
 AK6991
 AK6991;                    North         East    Units  Estimated Accuracy
 AK6991;SPC FL E     -   422,800.      238,820.      MT  (+/- 180 meters Scaled)
 AK6991
 AK6991                          SUPERSEDED SURVEY CONTROL
 AK6991
 AK6991  NGVD 29 (09/01/92)    1.277  (m)            4.19   (f) ADJUSTED    2 1
 AK6991
 AK6991.Superseded values are not recommended for survey control.
 AK6991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6991.See file dsdata.txt to determine how the superseded data were derived.
 AK6991
 AK6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM388137(NAD 83)
 AK6991_MARKER: DJ = TIDAL STATION DISK
 AK6991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK6991_SP_SET: CONCRETE BOX DRAIN
 AK6991_STAMPING: 1789 G 1986
 AK6991_MARK LOGO: NOS   
 AK6991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6991
 AK6991  HISTORY     - Date     Condition        Report By
 AK6991  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6991  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK6991  HISTORY     - 20000606 MARK NOT FOUND   USPSQD
 AK6991
 AK6991                          STATION DESCRIPTION
 AK6991
 AK6991'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6991'IN INDIAN HARBOR BEACH.
 AK6991'BEGIN AT THE EAST END OF THE STATE ROAD 518 BRIDGE OVER THE
 AK6991'INTRACOASTAL WATERWAY IN INDIAN HARBOR BEACH, GO 0.2 MILE EAST ON
 AK6991'STATE ROAD 518 TO THE JUNCTION OF STATE ROAD 513 (SOUTH PATRICK
 AK6991'DRIVE), GO 0.9 MILE NORTH ON STATE ROAD 513 TO THE JUNCTION OF BANANA
 AK6991'RIVER DRIVE, GO 0.3 MILE WEST ON BANANA RIVER DRIVE TO THE MARK.  THE
 AK6991'MARK BEARS 140.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AK6991'BRIDGE OVER THE BANANA RIVER, 39 FEET NORTH-NORTHWEST OF THE
 AK6991'CENTERLINE OF BANANA RIVER DRIVE, 12.1 FEET SOUTH-SOUTHEAST OF A
 AK6991'4-FOOT HIGH CONCRETE WALL, 90.1 FEET WEST OF TIDAL BENCH MARK 1749 F
 AK6991'1986 AND IS SET IN A 6-FOOT BY 6-FOOT CONCRETE BOX DRAIN.
 AK6991
 AK6991                          STATION RECOVERY (1995)
 AK6991
 AK6991'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6991'MARK NOT FOUND.
 AK6991
 AK6991                          STATION RECOVERY (2000)
 AK6991
 AK6991'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK6991'NO 4FT HI WALL.  NO 6X6 BOX DRAIN (CONCRETE).  THE AREA HAS BEEN
 AK6991'RE-WORKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6992 ***********************************************************************
 AK6992  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6992  DESIGNATION -  872 1789 H TIDAL
 AK6992  PID         -  AK6992
 AK6992  STATE/COUNTY-  FL/BREVARD
 AK6992  USGS QUAD   -  TROPIC (1988)
 AK6992
 AK6992                         *CURRENT SURVEY CONTROL
 AK6992  ___________________________________________________________________
 AK6992* NAD 83(1986)-  28 09 00.     (N)    080 35 59.     (W)     SCALED    
 AK6992* NAVD 88     -         0.841  (meters)       2.76   (feet)  ADJUSTED  
 AK6992  ___________________________________________________________________
 AK6992  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6992  DYNAMIC HT  -           0.840 (meters)       2.76  (feet)  COMP
 AK6992  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AK6992
 AK6992  VERT ORDER  -  SECOND    CLASS I
 AK6992
 AK6992.The horizontal coordinates were scaled from a topographic map and have
 AK6992.an estimated accuracy of +/- 6 seconds.
 AK6992
 AK6992.The orthometric height was determined by differential leveling
 AK6992.and adjusted by the National Geodetic Survey in September 1996..
 AK6992
 AK6992.This Tidal Bench Mark is designated as VM 5367
 AK6992.by the Center for Operational Oceanographic Products and Services.
 AK6992
 AK6992.The geoid height was determined by GEOID03.
 AK6992
 AK6992.The dynamic height is computed by dividing the NAVD 88
 AK6992.geopotential number by the normal gravity value computed on the
 AK6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6992.degrees latitude (g = 980.6199 gals.).
 AK6992
 AK6992.The modeled gravity was interpolated from observed gravity values.
 AK6992
 AK6992;                    North         East    Units  Estimated Accuracy
 AK6992;SPC FL E     -   422,900.      239,320.      MT  (+/- 180 meters Scaled)
 AK6992
 AK6992                          SUPERSEDED SURVEY CONTROL
 AK6992
 AK6992  NGVD 29 (09/01/92)    1.269  (m)            4.16   (f) ADJUSTED    2 1
 AK6992
 AK6992.Superseded values are not recommended for survey control.
 AK6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6992.See file dsdata.txt to determine how the superseded data were derived.
 AK6992
 AK6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM393138(NAD 83)
 AK6992_MARKER: DJ = TIDAL STATION DISK
 AK6992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK6992_SP_SET: CONCRETE BOX DRAIN
 AK6992_STAMPING: 1789 H 1986
 AK6992_MARK LOGO: NOS   
 AK6992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6992+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 AK6992
 AK6992  HISTORY     - Date     Condition        Report By
 AK6992  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6992  HISTORY     - 19950302 GOOD             USPSQD
 AK6992  HISTORY     - 20021125 GOOD             USPSQD
 AK6992
 AK6992                          STATION DESCRIPTION
 AK6992
 AK6992'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6992'IN INDIAN HARBOR BEACH.
 AK6992'BEGIN AT THE EAST END OF THE STATE ROAD 518 BRIDGE OVER THE
 AK6992'INTRACOASTAL WATERWAY IN INDIAN HARBOR BEACH, GO 0.2 MILE EAST ON
 AK6992'STATE ROAD 518 TO THE JUNCTION OF STATE ROAD 513 (SOUTH PATRICK
 AK6992'DRIVE), GO 0.9 MILE NORTH ON STATE ROAD 513 TO THE JUNCTION OF BANANA
 AK6992'RIVER DRIVE AND THE MARK.  THE MARK BEARS 133 FEET EAST-NORTHEAST OF
 AK6992'THE CENTERLINE OF STATE ROAD 513, 20.8 FEET NORTH-NORTHWEST OF THE
 AK6992'CENTERLINE OF BANANA RIVER DRIVE, 98 FEET SOUTH OF THE SOUTHWEST
 AK6992'CORNER OF A 7-ELEVEN STORE AND IS SET IN A 5.5-FOOT BY 4.5-FOOT
 AK6992'CONCRETE BOX DRAIN.
 AK6992'THE MARK IS 1 FT BELOW ROAD.
 AK6992
 AK6992                          STATION RECOVERY (1995)
 AK6992
 AK6992'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6992'RECOVERED IN GOOD CONDITION.
 AK6992
 AK6992                          STATION RECOVERY (2002)
 AK6992
 AK6992'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK6992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6987 ***********************************************************************
 AK6987  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6987  DESIGNATION -  872 1804 F TIDAL
 AK6987  PID         -  AK6987
 AK6987  STATE/COUNTY-  FL/BREVARD
 AK6987  USGS QUAD   -  TROPIC (1988)
 AK6987
 AK6987                         *CURRENT SURVEY CONTROL
 AK6987  ___________________________________________________________________
 AK6987* NAD 83(1986)-  28 08 25.     (N)    080 34 50.     (W)     SCALED    
 AK6987* NAVD 88     -         3.852  (meters)      12.64   (feet)  ADJUSTED  
 AK6987  ___________________________________________________________________
 AK6987  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6987  DYNAMIC HT  -           3.847 (meters)      12.62  (feet)  COMP
 AK6987  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AK6987
 AK6987  VERT ORDER  -  SECOND    CLASS I
 AK6987
 AK6987.The horizontal coordinates were scaled from a topographic map and have
 AK6987.an estimated accuracy of +/- 6 seconds.
 AK6987
 AK6987.The orthometric height was determined by differential leveling
 AK6987.and adjusted by the National Geodetic Survey in September 1996..
 AK6987
 AK6987.This Tidal Bench Mark is designated as VM 7458
 AK6987.by the Center for Operational Oceanographic Products and Services.
 AK6987
 AK6987.The geoid height was determined by GEOID03.
 AK6987
 AK6987.The dynamic height is computed by dividing the NAVD 88
 AK6987.geopotential number by the normal gravity value computed on the
 AK6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6987.degrees latitude (g = 980.6199 gals.).
 AK6987
 AK6987.The modeled gravity was interpolated from observed gravity values.
 AK6987
 AK6987;                    North         East    Units  Estimated Accuracy
 AK6987;SPC FL E     -   421,830.      241,200.      MT  (+/- 180 meters Scaled)
 AK6987
 AK6987                          SUPERSEDED SURVEY CONTROL
 AK6987
 AK6987  NGVD 29 (09/01/92)    4.279  (m)           14.04   (f) ADJUSTED    2 1
 AK6987
 AK6987.Superseded values are not recommended for survey control.
 AK6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6987.See file dsdata.txt to determine how the superseded data were derived.
 AK6987
 AK6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411128(NAD 83)
 AK6987_MARKER: DJ = TIDAL STATION DISK
 AK6987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK6987_SP_SET: CONCRETE BOX DRAIN
 AK6987_STAMPING: 1804 F 1986
 AK6987_MARK LOGO: NOS   
 AK6987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6987+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 AK6987
 AK6987  HISTORY     - Date     Condition        Report By
 AK6987  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6987  HISTORY     - 19950302 GOOD             USPSQD
 AK6987  HISTORY     - 20021123 GOOD             USPSQD
 AK6987  HISTORY     - 20031107 MARK NOT FOUND   USPSQD
 AK6987  HISTORY     - 20041205 GOOD             FL-009
 AK6987
 AK6987                          STATION DESCRIPTION
 AK6987
 AK6987'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6987'IN EAU GALLIE BEACH.
 AK6987'BEGIN AT THE INTERSECTION OF STATE HIGHWAYS 518 AND A1A IN EAU GALLIE
 AK6987'BEACH, GO 0.25 MILE NORTH ON A1A TO THE MARK.  THE MARK BEARS 29.5
 AK6987'FEET NORTH OF THE CENTERLINE OF THE NORTH DRIVEWAY FOR THE ATLANTIS
 AK6987'PROFESSIONAL CENTER, 43.7 FEET WEST OF THE CENTERLINE OF A1A
 AK6987'SOUTHBOUND, 38.2 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE
 AK6987'SEACOAST GARDENS APARTMENTS AT 2186 HIGHWAY A1A AND IS SET IN THE
 AK6987'SOUTHWEST CORNER OF A 3.5-FOOT BY 4.5-FOOT BOX DRAIN.
 AK6987'THE MARK IS 2 FT BELOW HIGHWAY.
 AK6987
 AK6987                          STATION RECOVERY (1995)
 AK6987
 AK6987'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6987'RECOVERED IN GOOD CONDITION.
 AK6987
 AK6987                          STATION RECOVERY (2002)
 AK6987
 AK6987'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK6987'RECOVERED IN GOOD CONDITION.
 AK6987
 AK6987                          STATION RECOVERY (2003)
 AK6987
 AK6987'RECOVERY NOTE BY US POWER SQUADRON 2003 (RS)
 AK6987'MARK NOT FOUND.
 AK6987
 AK6987                          STATION RECOVERY (2004)
 AK6987
 AK6987'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK6987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2997 ***********************************************************************
 AK2997  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2997  DESIGNATION -  872 1804 TIDAL 2
 AK2997  PID         -  AK2997
 AK2997  STATE/COUNTY-  FL/BREVARD
 AK2997  USGS QUAD   -  TROPIC (1988)
 AK2997
 AK2997                         *CURRENT SURVEY CONTROL
 AK2997  ___________________________________________________________________
 AK2997* NAD 83(1986)-  28 08 20.     (N)    080 34 50.     (W)     SCALED    
 AK2997* NAVD 88     -         3.517  (meters)      11.54   (feet)  ADJUSTED  
 AK2997  ___________________________________________________________________
 AK2997  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2997  DYNAMIC HT  -           3.512 (meters)      11.52  (feet)  COMP
 AK2997  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AK2997
 AK2997  VERT ORDER  -  SECOND    CLASS 0
 AK2997
 AK2997.The horizontal coordinates were scaled from a topographic map and have
 AK2997.an estimated accuracy of +/- 6 seconds.
 AK2997
 AK2997.The orthometric height was determined by differential leveling
 AK2997.and adjusted by the National Geodetic Survey in June 1991..
 AK2997
 AK2997.This Tidal Bench Mark is designated as VM 5372
 AK2997.by the Center for Operational Oceanographic Products and Services.
 AK2997
 AK2997.The geoid height was determined by GEOID03.
 AK2997
 AK2997.The dynamic height is computed by dividing the NAVD 88
 AK2997.geopotential number by the normal gravity value computed on the
 AK2997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2997.degrees latitude (g = 980.6199 gals.).
 AK2997
 AK2997.The modeled gravity was interpolated from observed gravity values.
 AK2997
 AK2997;                    North         East    Units  Estimated Accuracy
 AK2997;SPC FL E     -   421,670.      241,200.      MT  (+/- 180 meters Scaled)
 AK2997
 AK2997                          SUPERSEDED SURVEY CONTROL
 AK2997
 AK2997  NGVD 29 (09/01/92)    3.944  (m)           12.94   (f) ADJUSTED    2 0
 AK2997
 AK2997.Superseded values are not recommended for survey control.
 AK2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2997.See file dsdata.txt to determine how the superseded data were derived.
 AK2997
 AK2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411126(NAD 83)
 AK2997_MARKER: DJ = TIDAL STATION DISK
 AK2997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2997_SP_SET: CONCRETE CATCH BASIN
 AK2997_STAMPING: NO 2 1970
 AK2997_MARK LOGO: CGS   
 AK2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2997
 AK2997  HISTORY     - Date     Condition        Report By
 AK2997  HISTORY     - 1970     MONUMENTED       NGS
 AK2997  HISTORY     - 1971     GOOD             NGS
 AK2997  HISTORY     - 1984     GOOD             FLDNR
 AK2997  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK2997  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AK2997  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AK2997
 AK2997                          STATION DESCRIPTION
 AK2997
 AK2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2997'3.1 MI E FROM EAU GALLIE.
 AK2997'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK2997'OF U.S. HIGHWAY 1 AT EAU GALLIE, AT THE JUNCTION OF STATE
 AK2997'HIGHWAY A 1 A AND 518, SET ON THE CENTER OF THE BACK WALL FOR A
 AK2997'CATCH BASIN, 75 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND
 AK2997'LANE OF STATE HIGHWAY A 1 A, 40 1/2 FEET EAST OF A CONCRETE
 AK2997'POWER LINE POLE, 20 FEET NORTH OF THE NORTH EDGE OF A STREET
 AK2997'LEADING EAST TO BEACH, 55 PACES EAST OF AND ACROSS STATE HIGHWAY
 AK2997'A 1 A FROM BENCH MARK X 229 DESCRIBED, 1/2 FOOT BELOW THE LEVEL
 AK2997'OF THE STREET AND LEVEL WITH THE TOP OF THE CATCH BASIN.  SEC.
 AK2997'13, T 27S, R 37E.  NOTE-- THE DESCRIBED AREA IS LOCALLY KNOWN
 AK2997'AS CANOVA PIER.
 AK2997
 AK2997                          STATION RECOVERY (1971)
 AK2997
 AK2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2997'RECOVERED IN GOOD CONDITION.
 AK2997
 AK2997                          STATION RECOVERY (1984)
 AK2997
 AK2997'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK2997'RECOVERED IN GOOD CONDITION.
 AK2997
 AK2997                          STATION RECOVERY (1995)
 AK2997
 AK2997'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2997'MARK NOT FOUND.
 AK2997
 AK2997                          STATION RECOVERY (2002)
 AK2997
 AK2997'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK2997'AREA HAS BEEN COMPLETELY RECOVATED, NEW ROAD, PARKING AREA AND
 AK2997'LANDSCAPING.  PER GPS MARK HAS PROBABLY BEEN DESTROYED.
 AK2997
 AK2997                          STATION RECOVERY (2003)
 AK2997
 AK2997'RECOVERY NOTE BY US POWER SQUADRON 2003 (GMA)
 AK2997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2995 ***********************************************************************
 AK2995  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2995  DESIGNATION -  872 1804 TIDAL 3
 AK2995  PID         -  AK2995
 AK2995  STATE/COUNTY-  FL/BREVARD
 AK2995  USGS QUAD   -  TROPIC (1988)
 AK2995
 AK2995                         *CURRENT SURVEY CONTROL
 AK2995  ___________________________________________________________________
 AK2995* NAD 83(1986)-  28 08 23.     (N)    080 34 51.     (W)     SCALED    
 AK2995* NAVD 88     -         4.098  (meters)      13.44   (feet)  ADJUSTED  
 AK2995  ___________________________________________________________________
 AK2995  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2995  DYNAMIC HT  -           4.092 (meters)      13.43  (feet)  COMP
 AK2995  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AK2995
 AK2995  VERT ORDER  -  SECOND    CLASS 0
 AK2995
 AK2995.The horizontal coordinates were scaled from a topographic map and have
 AK2995.an estimated accuracy of +/- 6 seconds.
 AK2995
 AK2995.The orthometric height was determined by differential leveling
 AK2995.and adjusted by the National Geodetic Survey in June 1991..
 AK2995
 AK2995.This Tidal Bench Mark is designated as VM 5373
 AK2995.by the Center for Operational Oceanographic Products and Services.
 AK2995
 AK2995.The geoid height was determined by GEOID03.
 AK2995
 AK2995.The dynamic height is computed by dividing the NAVD 88
 AK2995.geopotential number by the normal gravity value computed on the
 AK2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2995.degrees latitude (g = 980.6199 gals.).
 AK2995
 AK2995.The modeled gravity was interpolated from observed gravity values.
 AK2995
 AK2995;                    North         East    Units  Estimated Accuracy
 AK2995;SPC FL E     -   421,760.      241,170.      MT  (+/- 180 meters Scaled)
 AK2995
 AK2995                          SUPERSEDED SURVEY CONTROL
 AK2995
 AK2995  NGVD 29 (09/01/92)    4.524  (m)           14.84   (f) ADJUSTED    2 0
 AK2995
 AK2995.Superseded values are not recommended for survey control.
 AK2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2995.See file dsdata.txt to determine how the superseded data were derived.
 AK2995
 AK2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411127(NAD 83)
 AK2995_MARKER: DJ = TIDAL STATION DISK
 AK2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2995_SP_SET: CONCRETE POST
 AK2995_STAMPING: NO 3 1970
 AK2995_MARK LOGO: CGS   
 AK2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2995+STABILITY: SURFACE MOTION
 AK2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2995+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 AK2995
 AK2995  HISTORY     - Date     Condition        Report By
 AK2995  HISTORY     - 1970     MONUMENTED       NGS
 AK2995  HISTORY     - 1971     GOOD             NGS
 AK2995  HISTORY     - 1984     GOOD             FLDNR
 AK2995  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK2995  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AK2995  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AK2995  HISTORY     - 20051018 GOOD             GEOCAC
 AK2995
 AK2995                          STATION DESCRIPTION
 AK2995
 AK2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2995'3.2 MI E FROM EAU GALLIE.
 AK2995'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK2995'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 0.1 MILE NORTH ALONG
 AK2995'STATE HIGHWAY A 1 A, 221 FEET EAST OF THE CENTER LINE OF THE
 AK2995'NORTHBOUND LANE OF STATE HIGHWAY A 1 A, 26 1/2 FEET SOUTH OF
 AK2995'THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD WHICH LEADS FROM
 AK2995'THE HIGHWAY TO THE OCEAN, 100 FEET WEST OF THE SAND BANK OF THE
 AK2995'OCEAN SHORE LINE, 1 1/2 FEET EAST OF A POWER LINE POLE WITH
 AK2995'TWO GUY WIRES, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 AK2995'ABOVE THE LEVEL OF THE GRAVELED ROAD AND SET IN THE TOP OF A
 AK2995'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK2995'SEC. 13, T 27S, R 37E.  NOTE-- THE DESCRIBED LOCATION IS LOCALLY
 AK2995'KNOWN AS CANOVA PIER.
 AK2995
 AK2995                          STATION RECOVERY (1971)
 AK2995
 AK2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2995'RECOVERED IN GOOD CONDITION.
 AK2995
 AK2995                          STATION RECOVERY (1984)
 AK2995
 AK2995'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK2995'RECOVERED IN GOOD CONDITION.
 AK2995
 AK2995                          STATION RECOVERY (1995)
 AK2995
 AK2995'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2995'MARK NOT FOUND.
 AK2995
 AK2995                          STATION RECOVERY (2002)
 AK2995
 AK2995'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK2995'WITNESS POST MISSING.  AREA COMPLETELY REDONE, NEW ROAD, PARKING AREA
 AK2995'AND LANDSCAPING.  PER GPS MARK WAS DESTROYED.
 AK2995
 AK2995                          STATION RECOVERY (2003)
 AK2995
 AK2995'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK2995'MARK NOT FOUND.
 AK2995
 AK2995                          STATION RECOVERY (2005)
 AK2995
 AK2995'RECOVERY NOTE BY GEOCACHING 2005 (TEC)
 AK2995'RECOVERED IN SAND ON SOUTH SIDE OF BEACH ACCESS PARKING AREA.
 AK2995'MARKER IS IN FINE SHAPE, BUT NO WITNESS POST WAS SEEN - VERIFIED
 AK2995'STAMPING.
 AK2995'GPS COORDS - N28 08.384 W80 34.832
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK3003 ***********************************************************************
 AK3003  TIDAL BM    -  This is a Tidal Bench Mark.
 AK3003  DESIGNATION -  872 1804 TIDAL 4
 AK3003  PID         -  AK3003
 AK3003  STATE/COUNTY-  FL/BREVARD
 AK3003  USGS QUAD   -  TROPIC (1988)
 AK3003
 AK3003                         *CURRENT SURVEY CONTROL
 AK3003  ___________________________________________________________________
 AK3003* NAD 83(1986)-  28 08 13.     (N)    080 34 50.     (W)     SCALED    
 AK3003* NAVD 88     -         4.274  (meters)      14.02   (feet)  ADJUSTED  
 AK3003  ___________________________________________________________________
 AK3003  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK3003  DYNAMIC HT  -           4.267 (meters)      14.00  (feet)  COMP
 AK3003  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AK3003
 AK3003  VERT ORDER  -  SECOND    CLASS 0
 AK3003
 AK3003.The horizontal coordinates were scaled from a topographic map and have
 AK3003.an estimated accuracy of +/- 6 seconds.
 AK3003
 AK3003.The orthometric height was determined by differential leveling
 AK3003.and adjusted by the National Geodetic Survey in September 1996..
 AK3003
 AK3003.This Tidal Bench Mark is designated as VM 5374
 AK3003.by the Center for Operational Oceanographic Products and Services.
 AK3003
 AK3003.The geoid height was determined by GEOID03.
 AK3003
 AK3003.The dynamic height is computed by dividing the NAVD 88
 AK3003.geopotential number by the normal gravity value computed on the
 AK3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK3003.degrees latitude (g = 980.6199 gals.).
 AK3003
 AK3003.The modeled gravity was interpolated from observed gravity values.
 AK3003
 AK3003;                    North         East    Units  Estimated Accuracy
 AK3003;SPC FL E     -   421,460.      241,200.      MT  (+/- 180 meters Scaled)
 AK3003
 AK3003                          SUPERSEDED SURVEY CONTROL
 AK3003
 AK3003  NAVD 88 (06/15/91)    4.280  (m)           14.04   (f) UNKNOWN     2 0
 AK3003  NGVD 29 (09/01/92)    4.704  (m)           15.43   (f) ADJUSTED    2 0
 AK3003
 AK3003.Superseded values are not recommended for survey control.
 AK3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3003.See file dsdata.txt to determine how the superseded data were derived.
 AK3003
 AK3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411124(NAD 83)
 AK3003_MARKER: DJ = TIDAL STATION DISK
 AK3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK3003_SP_SET: CONCRETE POST
 AK3003_STAMPING: NO 4 1970
 AK3003_MARK LOGO: CGS   
 AK3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK3003+STABILITY: SURFACE MOTION
 AK3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK3003+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 AK3003
 AK3003  HISTORY     - Date     Condition        Report By
 AK3003  HISTORY     - 1970     MONUMENTED       NGS
 AK3003  HISTORY     - 1971     GOOD             NGS
 AK3003  HISTORY     - 1984     GOOD             FLDNR
 AK3003  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK3003  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AK3003  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AK3003  HISTORY     - 20041205 GOOD             FL-009
 AK3003
 AK3003                          STATION DESCRIPTION
 AK3003
 AK3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK3003'3.2 MI E FROM EAU GALLIE.
 AK3003'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK3003'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 0.1 MILE SOUTH ALONG
 AK3003'STATE HIGHWAY A 1 A, IN LINE WITH A ROW OF POWER LINE POLES,
 AK3003'41.5 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF
 AK3003'STATE HIGHWAY A 1 A, 1.8 FEET SOUTH OF A POWER LINE POLE WITH
 AK3003'A GUY WIRE AND SUPPORTING A TRANSFORMER, 1.8 FEET NORTH OF A
 AK3003'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 AK3003'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 AK3003'THE GROUND.  SEC. 13, T 27S, R 37E.  NOTE-- MARK IS 0.1 MILE
 AK3003'SOUTH OF THE JUNCTION OF A STREET LEADING EAST TO THE OCEAN
 AK3003'AND A POINT LOCALLY KNOWN AS CANOVA PIER.
 AK3003
 AK3003                          STATION RECOVERY (1971)
 AK3003
 AK3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK3003'RECOVERED IN GOOD CONDITION.
 AK3003
 AK3003                          STATION RECOVERY (1984)
 AK3003
 AK3003'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK3003'RECOVERED IN GOOD CONDITION.
 AK3003
 AK3003                          STATION RECOVERY (1995)
 AK3003
 AK3003'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK3003'MARK NOT FOUND.
 AK3003
 AK3003                          STATION RECOVERY (2002)
 AK3003
 AK3003'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK3003'METAL WITNESS POST FOUND LAYING ON THE GROUND, NOT NEAR LOCATION OF
 AK3003'DESCRIBED MARK
 AK3003
 AK3003                          STATION RECOVERY (2003)
 AK3003
 AK3003'RECOVERY NOTE BY US POWER SQUADRON 2003 (GA)
 AK3003'MARK NOT FOUND.
 AK3003
 AK3003                          STATION RECOVERY (2004)
 AK3003
 AK3003'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK3003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2907 ***********************************************************************
 AK2907  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2907  DESIGNATION -  872 1808 TIDAL 1
 AK2907  PID         -  AK2907
 AK2907  STATE/COUNTY-  FL/BREVARD
 AK2907  USGS QUAD   -  EAU GALLIE (1988)
 AK2907
 AK2907                         *CURRENT SURVEY CONTROL
 AK2907  ___________________________________________________________________
 AK2907* NAD 83(1986)-  28 07 55.     (N)    080 37 32.     (W)     SCALED    
 AK2907* NAVD 88     -         0.729  (meters)       2.39   (feet)  ADJUSTED  
 AK2907  ___________________________________________________________________
 AK2907  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK2907  DYNAMIC HT  -           0.728 (meters)       2.39  (feet)  COMP
 AK2907  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AK2907
 AK2907  VERT ORDER  -  SECOND    CLASS 0
 AK2907
 AK2907.The horizontal coordinates were scaled from a topographic map and have
 AK2907.an estimated accuracy of +/- 6 seconds.
 AK2907
 AK2907.The orthometric height was determined by differential leveling
 AK2907.and adjusted by the National Geodetic Survey in June 1991..
 AK2907
 AK2907.This Tidal Bench Mark is designated as VM 5378
 AK2907.by the Center for Operational Oceanographic Products and Services.
 AK2907
 AK2907.The geoid height was determined by GEOID03.
 AK2907
 AK2907.The dynamic height is computed by dividing the NAVD 88
 AK2907.geopotential number by the normal gravity value computed on the
 AK2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2907.degrees latitude (g = 980.6199 gals.).
 AK2907
 AK2907.The modeled gravity was interpolated from observed gravity values.
 AK2907
 AK2907;                    North         East    Units  Estimated Accuracy
 AK2907;SPC FL E     -   420,890.      236,780.      MT  (+/- 180 meters Scaled)
 AK2907
 AK2907                          SUPERSEDED SURVEY CONTROL
 AK2907
 AK2907  NGVD 29 (09/01/92)    1.160  (m)            3.81   (f) ADJUSTED    2 0
 AK2907
 AK2907.Superseded values are not recommended for survey control.
 AK2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2907.See file dsdata.txt to determine how the superseded data were derived.
 AK2907
 AK2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM367118(NAD 83)
 AK2907_MARKER: DJ = TIDAL STATION DISK
 AK2907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK2907_SP_SET: CONCRETE BULKHEAD
 AK2907_STAMPING: NO 1 1969
 AK2907_MARK LOGO: CGS   
 AK2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2907+STABILITY: SURFACE MOTION
 AK2907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2907+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AK2907
 AK2907  HISTORY     - Date     Condition        Report By
 AK2907  HISTORY     - 1969     MONUMENTED       CGS
 AK2907  HISTORY     - 1970     GOOD             NGS
 AK2907  HISTORY     - 1986     GOOD             FLDNR
 AK2907  HISTORY     - 1990     GOOD             USPSQD
 AK2907  HISTORY     - 19950108 GOOD             USPSQD
 AK2907  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AK2907  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 AK2907  HISTORY     - 20040726 GOOD             FL-009
 AK2907
 AK2907                          STATION DESCRIPTION
 AK2907
 AK2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2907'AT EAU GALLIE.
 AK2907'AT EAU GALLIE, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 518 FROM
 AK2907'THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 150 YARDS NORTH OF THE
 AK2907'CENTER LINE OF THE HIGHWAY, SET ON THE TOP OF THE SOUTHWEST END
 AK2907'OF A CONCRETE RETAINING WALL NEAR THE SOUTWEST END OF AN OLD
 AK2907'WOODEN FISHING DOCK, 235 FEET EAST OF THE SOUTHEAST CORNER OF
 AK2907'THE EAU GALLIE PUBLIC LIBRARY, 28.6 FEET SOUTH OF AND ACROSS A
 AK2907'DRIVEWAY LEADING TO DOCK FROM COLLEGE 2 RM 5 107.4 FEET SOUTHEAST
 AK2907'OF COLLEGE 2 DESCRIBED, 22.2 FEET WEST OF THE EAST END OF THE
 AK2907'WALL, 8 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY TO DOCK AND
 AK2907'LEVEL WITH THE DRIVEWAY.  SEC. 16, T 27 S, R 37 E.
 AK2907
 AK2907                          STATION RECOVERY (1986)
 AK2907
 AK2907'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (1990)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (1995)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (2002)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK2907'FISHING PIER AND ABUTMENT ARE NEW CONSTRUCTION.  APPEARS THE MRK WAS
 AK2907'DESTROYED DURING RECONSTRUCTION.
 AK2907
 AK2907                          STATION RECOVERY (2003)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK2907'MARK NOT FOUND.
 AK2907
 AK2907                          STATION RECOVERY (2004)
 AK2907
 AK2907'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK2907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2905 ***********************************************************************
 AK2905  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2905  DESIGNATION -  872 1808 TIDAL 2
 AK2905  PID         -  AK2905
 AK2905  STATE/COUNTY-  FL/BREVARD
 AK2905  USGS QUAD   -  EAU GALLIE (1988)
 AK2905
 AK2905                         *CURRENT SURVEY CONTROL
 AK2905  ___________________________________________________________________
 AK2905* NAD 83(1986)-  28 07 55.     (N)    080 37 35.     (W)     SCALED    
 AK2905* NAVD 88     -         2.083  (meters)       6.83   (feet)  ADJUSTED  
 AK2905  ___________________________________________________________________
 AK2905  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK2905  DYNAMIC HT  -           2.080 (meters)       6.82  (feet)  COMP
 AK2905  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AK2905
 AK2905  VERT ORDER  -  SECOND    CLASS 0
 AK2905
 AK2905.The horizontal coordinates were scaled from a topographic map and have
 AK2905.an estimated accuracy of +/- 6 seconds.
 AK2905
 AK2905.The orthometric height was determined by differential leveling
 AK2905.and adjusted by the National Geodetic Survey in June 1991..
 AK2905
 AK2905.This Tidal Bench Mark is designated as VM 5379
 AK2905.by the Center for Operational Oceanographic Products and Services.
 AK2905
 AK2905.The geoid height was determined by GEOID03.
 AK2905
 AK2905.The dynamic height is computed by dividing the NAVD 88
 AK2905.geopotential number by the normal gravity value computed on the
 AK2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2905.degrees latitude (g = 980.6199 gals.).
 AK2905
 AK2905.The modeled gravity was interpolated from observed gravity values.
 AK2905
 AK2905;                    North         East    Units  Estimated Accuracy
 AK2905;SPC FL E     -   420,890.      236,700.      MT  (+/- 180 meters Scaled)
 AK2905
 AK2905                          SUPERSEDED SURVEY CONTROL
 AK2905
 AK2905  NGVD 29 (09/01/92)    2.514  (m)            8.25   (f) ADJUSTED    2 0
 AK2905
 AK2905.Superseded values are not recommended for survey control.
 AK2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2905.See file dsdata.txt to determine how the superseded data were derived.
 AK2905
 AK2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM366118(NAD 83)
 AK2905_MARKER: DJ = TIDAL STATION DISK
 AK2905_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2905_SP_SET: CONCRETE PAVEMENT
 AK2905_STAMPING: NO 2 1969
 AK2905_MARK LOGO: CGS   
 AK2905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2905+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 AK2905
 AK2905  HISTORY     - Date     Condition        Report By
 AK2905  HISTORY     - 1969     MONUMENTED       CGS
 AK2905  HISTORY     - 1970     GOOD             NGS
 AK2905  HISTORY     - 1986     GOOD             FLDNR
 AK2905  HISTORY     - 1990     GOOD             USPSQD
 AK2905  HISTORY     - 19950108 GOOD             USPSQD
 AK2905  HISTORY     - 19950303 GOOD             USPSQD
 AK2905  HISTORY     - 20020827 GOOD             USPSQD
 AK2905  HISTORY     - 20031109 GOOD             USPSQD
 AK2905  HISTORY     - 20031120 GOOD             USPSQD
 AK2905  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AK2905  HISTORY     - 20050627 MARK NOT FOUND   USPSQD
 AK2905
 AK2905                          STATION DESCRIPTION
 AK2905
 AK2905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2905'AT EAU GALLIE.
 AK2905'AT EAU GALLIE, ALONG PINEAPPLE STREET, AT THE EAU GALLIE PUBLIC
 AK2905'LIBRARY, ABOUT 150 FEET NORTHEAST OF THE JUNCTION OF PINEAPPLE
 AK2905'AT COLUMBUS STREET, 36.0 FEET NORTH OF THE SOUTHWEST CORNER OF
 AK2905'THE LIBRARY BUILDING, 106 FEET EAST OF THE EAST CURB OF PINEAPPLE
 AK2905'STREET AND SET AT THE NORTHWEST CORNER OF THE CONCRETE LANDING
 AK2905'AT ENTRANCE TO THE LIBRARY.  SEC. 16, T 27 S, R 37 E.
 AK2905
 AK2905                          STATION RECOVERY (1986)
 AK2905
 AK2905'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2905'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT COLUMBUS STREET
 AK2905'IS NOW BUD YEAGER DRIVE.
 AK2905
 AK2905                          STATION RECOVERY (1990)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (1995)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (1995)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2002)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2002 (RS)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2003)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2003 (RS)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2003)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2004)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2004 (RS)
 AK2905'MARK NOT FOUND.
 AK2905
 AK2905                          STATION RECOVERY (2005)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2005 (RES)
 AK2905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7008 ***********************************************************************
 AK7008  DESIGNATION -  872 1832 F TIDAL
 AK7008  PID         -  AK7008
 AK7008  STATE/COUNTY-  FL/BREVARD
 AK7008  USGS QUAD   -  MELBOURNE EAST (1980)
 AK7008
 AK7008                         *CURRENT SURVEY CONTROL
 AK7008  ___________________________________________________________________
 AK7008* NAD 83(1986)-  28 05 56.     (N)    080 36 47.     (W)     SCALED    
 AK7008* NAVD 88     -         6.322  (meters)      20.74   (feet)  ADJUSTED  
 AK7008  ___________________________________________________________________
 AK7008  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK7008  DYNAMIC HT  -           6.313 (meters)      20.71  (feet)  COMP
 AK7008  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AK7008
 AK7008  VERT ORDER  -  SECOND    CLASS I
 AK7008
 AK7008.The horizontal coordinates were scaled from a topographic map and have
 AK7008.an estimated accuracy of +/- 6 seconds.
 AK7008
 AK7008.The orthometric height was determined by differential leveling
 AK7008.and adjusted by the National Geodetic Survey in September 1996..
 AK7008
 AK7008.The geoid height was determined by GEOID03.
 AK7008
 AK7008.The dynamic height is computed by dividing the NAVD 88
 AK7008.geopotential number by the normal gravity value computed on the
 AK7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7008.degrees latitude (g = 980.6199 gals.).
 AK7008
 AK7008.The modeled gravity was interpolated from observed gravity values.
 AK7008
 AK7008;                    North         East    Units  Estimated Accuracy
 AK7008;SPC FL E     -   417,230.      238,020.      MT  (+/- 180 meters Scaled)
 AK7008
 AK7008                          SUPERSEDED SURVEY CONTROL
 AK7008
 AK7008  NGVD 29 (09/01/92)    6.749  (m)           22.14   (f) ADJUSTED    2 1
 AK7008
 AK7008.Superseded values are not recommended for survey control.
 AK7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7008.See file dsdata.txt to determine how the superseded data were derived.
 AK7008
 AK7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM380082(NAD 83)
 AK7008_MARKER: DJ = TIDAL STATION DISK
 AK7008_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK7008+WITH SETTING: PAVEMENT
 AK7008_SP_SET: CONCRETE BASE
 AK7008_STAMPING: 1832 F 1986
 AK7008_MARK LOGO: NOS   
 AK7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7008+STABILITY: SURFACE MOTION
 AK7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7008+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AK7008
 AK7008  HISTORY     - Date     Condition        Report By
 AK7008  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7008  HISTORY     - 19950108 GOOD             USPSQD
 AK7008  HISTORY     - 20031013 GOOD             USPSQD
 AK7008
 AK7008                          STATION DESCRIPTION
 AK7008
 AK7008'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7008'IN.
 AK7008'BEGIN AT THE INTERSECTION OF U.S. HIGWAY 1 AND U.S. HIGHWAY 92 IN
 AK7008'MELBOURNE, GO 1.5 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS
 AK7008'34.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF U.S. 1 SOUTHBOUND,
 AK7008'21.8 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF CHERRY STREET AND IS
 AK7008'SET IN THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR A TRAFFIC SIGNAL
 AK7008'WIRE SUPPORT POLE.  IT IS AT THE NORTHEAST CORNER OF THE JIM RATHMAN
 AK7008'CHEVROLET CAR LOT.
 AK7008'THE MARK IS 1 FT ABOVE ROAD.
 AK7008
 AK7008                          STATION RECOVERY (1995)
 AK7008
 AK7008'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7008'RECOVERED IN GOOD CONDITION.
 AK7008
 AK7008                          STATION RECOVERY (2003)
 AK7008
 AK7008'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK7008'MARINA NAMED HAS CHANGED TO INTRACOASTAL MARINA
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5434 ***********************************************************************
 AK5434  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5434  DESIGNATION -  872 1832 TIDAL 1
 AK5434  PID         -  AK5434
 AK5434  STATE/COUNTY-  FL/BREVARD
 AK5434  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5434
 AK5434                         *CURRENT SURVEY CONTROL
 AK5434  ___________________________________________________________________
 AK5434* NAD 83(1986)-  28 05 55.     (N)    080 36 42.     (W)     SCALED    
 AK5434* NAVD 88     -         0.686  (meters)       2.25   (feet)  ADJUSTED  
 AK5434  ___________________________________________________________________
 AK5434  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK5434  DYNAMIC HT  -           0.685 (meters)       2.25  (feet)  COMP
 AK5434  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AK5434
 AK5434  VERT ORDER  -  SECOND    CLASS I
 AK5434
 AK5434.The horizontal coordinates were scaled from a topographic map and have
 AK5434.an estimated accuracy of +/- 6 seconds.
 AK5434
 AK5434.The orthometric height was determined by differential leveling
 AK5434.and adjusted by the National Geodetic Survey in June 1991..
 AK5434
 AK5434.This Tidal Bench Mark is designated as VM 5380
 AK5434.by the Center for Operational Oceanographic Products and Services.
 AK5434
 AK5434.The geoid height was determined by GEOID03.
 AK5434
 AK5434.The dynamic height is computed by dividing the NAVD 88
 AK5434.geopotential number by the normal gravity value computed on the
 AK5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5434.degrees latitude (g = 980.6199 gals.).
 AK5434
 AK5434.The modeled gravity was interpolated from observed gravity values.
 AK5434
 AK5434;                    North         East    Units  Estimated Accuracy
 AK5434;SPC FL E     -   417,200.      238,160.      MT  (+/- 180 meters Scaled)
 AK5434
 AK5434                          SUPERSEDED SURVEY CONTROL
 AK5434
 AK5434  NGVD 29 (09/01/92)    1.114  (m)            3.65   (f) ADJUSTED    2 1
 AK5434
 AK5434.Superseded values are not recommended for survey control.
 AK5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5434.See file dsdata.txt to determine how the superseded data were derived.
 AK5434
 AK5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381081(NAD 83)
 AK5434_MARKER: DJ = TIDAL STATION DISK
 AK5434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5434_SP_SET: CONCRETE SEAWALL
 AK5434_STAMPING: NO 1 1972
 AK5434_MARK LOGO: NOS   
 AK5434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5434+STABILITY: SURFACE MOTION
 AK5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5434+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 AK5434
 AK5434  HISTORY     - Date     Condition        Report By
 AK5434  HISTORY     - 1972     MONUMENTED       NOS
 AK5434  HISTORY     - 1979     GOOD             FLDNR
 AK5434  HISTORY     - 1986     GOOD             FLDNR
 AK5434  HISTORY     - 19910403 GOOD             USPSQD
 AK5434  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5434  HISTORY     - 20031013 GOOD             USPSQD
 AK5434  HISTORY     - 20060204 GOOD             USPSQD
 AK5434
 AK5434                          STATION DESCRIPTION
 AK5434
 AK5434'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5434'1.5 MI NORTH FROM MELBOURNE.
 AK5434'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5434'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5434'RATHMAN MARINA AND THE MARK. THE MARK BEARS 139 FEET WEST OF THE
 AK5434'NORTHEAST CORNER OF AN ASPHALT PARKING LOT AND 30 FEET NORTH NORTHEAST
 AK5434'OF A CONCRETE RETAINING WALL.
 AK5434
 AK5434                          STATION RECOVERY (1986)
 AK5434
 AK5434'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5434'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5434'CALLED THE NOEL YACHTING CENTER.
 AK5434
 AK5434                          STATION RECOVERY (1991)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK5434'RECOVERED IN GOOD CONDITION.
 AK5434
 AK5434                          STATION RECOVERY (1995)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5434'MARK NOT FOUND.
 AK5434
 AK5434                          STATION RECOVERY (2003)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5434'MARINA NAME HAS CHANGED TO INTRACOASTAL MARINA
 AK5434
 AK5434                          STATION RECOVERY (2006)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AK5434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5438 ***********************************************************************
 AK5438  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5438  DESIGNATION -  872 1832 TIDAL 2
 AK5438  PID         -  AK5438
 AK5438  STATE/COUNTY-  FL/BREVARD
 AK5438  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5438
 AK5438                         *CURRENT SURVEY CONTROL
 AK5438  ___________________________________________________________________
 AK5438* NAD 83(1986)-  28 05 58.     (N)    080 36 41.     (W)     SCALED    
 AK5438* NAVD 88     -         0.672  (meters)       2.20   (feet)  ADJUSTED  
 AK5438  ___________________________________________________________________
 AK5438  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK5438  DYNAMIC HT  -           0.671 (meters)       2.20  (feet)  COMP
 AK5438  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AK5438
 AK5438  VERT ORDER  -  FIRST     CLASS II
 AK5438
 AK5438.The horizontal coordinates were scaled from a topographic map and have
 AK5438.an estimated accuracy of +/- 6 seconds.
 AK5438
 AK5438.The orthometric height was determined by differential leveling
 AK5438.and adjusted by the National Geodetic Survey in June 1991..
 AK5438
 AK5438.This Tidal Bench Mark is designated as VM 5381
 AK5438.by the Center for Operational Oceanographic Products and Services.
 AK5438
 AK5438.The geoid height was determined by GEOID03.
 AK5438
 AK5438.The dynamic height is computed by dividing the NAVD 88
 AK5438.geopotential number by the normal gravity value computed on the
 AK5438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5438.degrees latitude (g = 980.6199 gals.).
 AK5438
 AK5438.The modeled gravity was interpolated from observed gravity values.
 AK5438
 AK5438;                    North         East    Units  Estimated Accuracy
 AK5438;SPC FL E     -   417,290.      238,190.      MT  (+/- 180 meters Scaled)
 AK5438
 AK5438                          SUPERSEDED SURVEY CONTROL
 AK5438
 AK5438  NGVD 29 (09/01/92)    1.099  (m)            3.61   (f) ADJUSTED    1 2
 AK5438
 AK5438.Superseded values are not recommended for survey control.
 AK5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5438.See file dsdata.txt to determine how the superseded data were derived.
 AK5438
 AK5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381082(NAD 83)
 AK5438_MARKER: DJ = TIDAL STATION DISK
 AK5438_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AK5438_SP_SET: RETAINING WALL
 AK5438_STAMPING: NO 2 1972
 AK5438_MARK LOGO: NOS   
 AK5438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5438+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AK5438
 AK5438  HISTORY     - Date     Condition        Report By
 AK5438  HISTORY     - 1972     MONUMENTED       NOS
 AK5438  HISTORY     - 1979     GOOD             FLDNR
 AK5438  HISTORY     - 19910208 GOOD             NGS
 AK5438  HISTORY     - 19910403 GOOD             USPSQD
 AK5438  HISTORY     - 20031013 GOOD             USPSQD
 AK5438
 AK5438                          STATION DESCRIPTION
 AK5438
 AK5438'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5438'1.5 MI NORTH FROM MELBOURNE.
 AK5438'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5438'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5438'RATHMAN MARINA AND THE MARK. THE MARK BEARS 158 FEET SOUTH OF THE
 AK5438'NORTHEAST CORNER OF THE BULKHEAD, 76 FEET NORTH OF THE SOUTHEAST
 AK5438'CORNER OF THE BULKHEAD ON THE NORTH SIDE OF THE BOAT RAMP, AND 65 FEET
 AK5438'EAST OF THE WEST EDGE OF THE ASPHALT PARKING AREA.
 AK5438
 AK5438                          STATION RECOVERY (1991)
 AK5438
 AK5438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK5438'2.4 KM (1.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AK5438'OF U.S. HIGHWAY 192 (NEW HAVEN AVENUE) IN MELBOURNE, THENCE 0.1 KM
 AK5438'(0.1 MI) EASTERLY ALONG THE INTRACOASTAL MARINA ENTRANCE ROAD, THENCE
 AK5438'0.1 KM (0.1 MI) NORTHWESTERLY ALONG A PARKING LOT, IN TOP OF A
 AK5438'CONCRETE RETAINING WALL ALONG THE EAST SIDE OF THE PARKING LOT, 48.1
 AK5438'M (157.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE RETAINING WALL,
 AK5438'23.1 M (75.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF A BOAT RAMP, AND
 AK5438'LEVEL WITH THE PARKING LOT.
 AK5438
 AK5438                          STATION RECOVERY (1991)
 AK5438
 AK5438'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK5438'RECOVERED IN GOOD CONDITION.
 AK5438
 AK5438                          STATION RECOVERY (2003)
 AK5438
 AK5438'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5437 ***********************************************************************
 AK5437  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5437  DESIGNATION -  872 1832 TIDAL 3
 AK5437  PID         -  AK5437
 AK5437  STATE/COUNTY-  FL/BREVARD
 AK5437  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5437
 AK5437                         *CURRENT SURVEY CONTROL
 AK5437  ___________________________________________________________________
 AK5437* NAD 83(1986)-  28 05 59.     (N)    080 36 41.     (W)     SCALED    
 AK5437* NAVD 88     -         0.663  (meters)       2.18   (feet)  ADJUSTED  
 AK5437  ___________________________________________________________________
 AK5437  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK5437  DYNAMIC HT  -           0.663 (meters)       2.18  (feet)  COMP
 AK5437  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AK5437
 AK5437  VERT ORDER  -  SECOND    CLASS I
 AK5437
 AK5437.The horizontal coordinates were scaled from a topographic map and have
 AK5437.an estimated accuracy of +/- 6 seconds.
 AK5437
 AK5437.The orthometric height was determined by differential leveling
 AK5437.and adjusted by the National Geodetic Survey in September 1996..
 AK5437
 AK5437.This Tidal Bench Mark is designated as VM 5382
 AK5437.by the Center for Operational Oceanographic Products and Services.
 AK5437
 AK5437.The geoid height was determined by GEOID03.
 AK5437
 AK5437.The dynamic height is computed by dividing the NAVD 88
 AK5437.geopotential number by the normal gravity value computed on the
 AK5437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5437.degrees latitude (g = 980.6199 gals.).
 AK5437
 AK5437.The modeled gravity was interpolated from observed gravity values.
 AK5437
 AK5437;                    North         East    Units  Estimated Accuracy
 AK5437;SPC FL E     -   417,320.      238,190.      MT  (+/- 180 meters Scaled)
 AK5437
 AK5437                          SUPERSEDED SURVEY CONTROL
 AK5437
 AK5437  NAVD 88 (06/15/91)    0.671  (m)            2.20   (f) UNKNOWN     2 1
 AK5437  NGVD 29 (09/01/92)    1.090  (m)            3.58   (f) ADJUSTED    2 1
 AK5437
 AK5437.Superseded values are not recommended for survey control.
 AK5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5437.See file dsdata.txt to determine how the superseded data were derived.
 AK5437
 AK5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381083(NAD 83)
 AK5437_MARKER: DJ = TIDAL STATION DISK
 AK5437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5437_SP_SET: CONCRETE SEAWALL
 AK5437_STAMPING: NO 3 1972
 AK5437_MARK LOGO: NOS   
 AK5437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5437+STABILITY: SURFACE MOTION
 AK5437
 AK5437  HISTORY     - Date     Condition        Report By
 AK5437  HISTORY     - 1972     MONUMENTED       NOS
 AK5437  HISTORY     - 1979     GOOD             FLDNR
 AK5437  HISTORY     - 1986     GOOD             FLDNR
 AK5437  HISTORY     - 19910403 GOOD             USPSQD
 AK5437  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5437  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AK5437
 AK5437                          STATION DESCRIPTION
 AK5437
 AK5437'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5437'1.5 MI NORTH FROM MELBOURNE.
 AK5437'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5437'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5437'RATHMAN MARINA AND THE MARK. THE MARK BEARS 66 FEET SOUTH OF THE
 AK5437'NORTHEAST CORNER OF THE BULKHEAD, AND IS IN TOP OF BULKHEAD.
 AK5437
 AK5437                          STATION RECOVERY (1986)
 AK5437
 AK5437'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5437'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5437'CALLED THE NOEL YACHTING CENTER.
 AK5437
 AK5437                          STATION RECOVERY (1991)
 AK5437
 AK5437'RECOVERY NOTE BY US POWER SQUADRON 1991 (GCK)
 AK5437'RECOVERED IN GOOD CONDITION.
 AK5437
 AK5437                          STATION RECOVERY (1995)
 AK5437
 AK5437'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5437'MARK NOT FOUND.
 AK5437
 AK5437                          STATION RECOVERY (2003)
 AK5437
 AK5437'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5437'BULKHEAD HAS BEEN COVERED OVER WITH A PRESSURE TREATED WOOD WALKWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5436 ***********************************************************************
 AK5436  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5436  DESIGNATION -  872 1832 TIDAL 3 A
 AK5436  PID         -  AK5436
 AK5436  STATE/COUNTY-  FL/BREVARD
 AK5436  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5436
 AK5436                         *CURRENT SURVEY CONTROL
 AK5436  ___________________________________________________________________
 AK5436* NAD 83(1986)-  28 06 01.     (N)    080 36 41.     (W)     SCALED    
 AK5436* NAVD 88     -         0.671  (meters)       2.20   (feet)  ADJUSTED  
 AK5436  ___________________________________________________________________
 AK5436  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK5436  DYNAMIC HT  -           0.670 (meters)       2.20  (feet)  COMP
 AK5436  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AK5436
 AK5436  VERT ORDER  -  SECOND    CLASS I
 AK5436
 AK5436.The horizontal coordinates were scaled from a topographic map and have
 AK5436.an estimated accuracy of +/- 6 seconds.
 AK5436
 AK5436.The orthometric height was determined by differential leveling
 AK5436.and adjusted by the National Geodetic Survey in September 1996..
 AK5436
 AK5436.This Tidal Bench Mark is designated as VM 5384
 AK5436.by the Center for Operational Oceanographic Products and Services.
 AK5436
 AK5436.The geoid height was determined by GEOID03.
 AK5436
 AK5436.The dynamic height is computed by dividing the NAVD 88
 AK5436.geopotential number by the normal gravity value computed on the
 AK5436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5436.degrees latitude (g = 980.6199 gals.).
 AK5436
 AK5436.The modeled gravity was interpolated from observed gravity values.
 AK5436
 AK5436;                    North         East    Units  Estimated Accuracy
 AK5436;SPC FL E     -   417,380.      238,190.      MT  (+/- 180 meters Scaled)
 AK5436
 AK5436                          SUPERSEDED SURVEY CONTROL
 AK5436
 AK5436  NAVD 88 (06/15/91)    0.665  (m)            2.18   (f) UNKNOWN     2 1
 AK5436  NGVD 29 (09/01/92)    1.096  (m)            3.60   (f) ADJUSTED    2 1
 AK5436
 AK5436.Superseded values are not recommended for survey control.
 AK5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5436.See file dsdata.txt to determine how the superseded data were derived.
 AK5436
 AK5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381083(NAD 83)
 AK5436_MARKER: Z = SEE DESCRIPTION
 AK5436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5436_SP_SET: CONCRETE SEAWALL
 AK5436_STAMPING: NO 3A 1972
 AK5436_MARK LOGO: NONE  
 AK5436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5436+STABILITY: SURFACE MOTION
 AK5436
 AK5436  HISTORY     - Date     Condition        Report By
 AK5436  HISTORY     - 1972     MONUMENTED       NOS
 AK5436  HISTORY     - 1979     GOOD             FLDNR
 AK5436  HISTORY     - 1986     GOOD             FLDNR
 AK5436  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5436  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AK5436
 AK5436                          STATION DESCRIPTION
 AK5436
 AK5436'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5436'1.5 MI NORTH FROM MELBOURNE.
 AK5436'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5436'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5436'RATHMAN MARINA AND THE MARK. THE MARK BEARS 1 FOOT SOUTH OF THE NORTH
 AK5436'EDGE OF THE BULKHEAD, 1 FOOT WEST OF THE EAST EDGE OF THE BULKHEAD AND
 AK5436'IS SET IN THE TOP OF THE NORTHEAST CORNER OF THE BULKHEAD.
 AK5436
 AK5436                          STATION RECOVERY (1986)
 AK5436
 AK5436'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5436'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5436'CALLED NOEL YACHTING CENTER.  THE MARK IS A SURVEY BOTTLE CAP.
 AK5436
 AK5436                          STATION RECOVERY (1995)
 AK5436
 AK5436'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5436'MARK NOT FOUND.
 AK5436
 AK5436                          STATION RECOVERY (2003)
 AK5436
 AK5436'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5436'NAME OF MARINA CHANGED TO INTRACOASTAL MARINA
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5435 ***********************************************************************
 AK5435  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5435  DESIGNATION -  872 1832 TIDAL 4
 AK5435  PID         -  AK5435
 AK5435  STATE/COUNTY-  FL/BREVARD
 AK5435  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5435
 AK5435                         *CURRENT SURVEY CONTROL
 AK5435  ___________________________________________________________________
 AK5435* NAD 83(1986)-  28 05 59.     (N)    080 36 42.     (W)     SCALED    
 AK5435* NAVD 88     -         0.683  (meters)       2.24   (feet)  ADJUSTED  
 AK5435  ___________________________________________________________________
 AK5435  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK5435  DYNAMIC HT  -           0.682 (meters)       2.24  (feet)  COMP
 AK5435  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AK5435
 AK5435  VERT ORDER  -  SECOND    CLASS I
 AK5435
 AK5435.The horizontal coordinates were scaled from a topographic map and have
 AK5435.an estimated accuracy of +/- 6 seconds.
 AK5435
 AK5435.The orthometric height was determined by differential leveling
 AK5435.and adjusted by the National Geodetic Survey in June 1991..
 AK5435
 AK5435.This Tidal Bench Mark is designated as VM 5383
 AK5435.by the Center for Operational Oceanographic Products and Services.
 AK5435
 AK5435.The geoid height was determined by GEOID03.
 AK5435
 AK5435.The dynamic height is computed by dividing the NAVD 88
 AK5435.geopotential number by the normal gravity value computed on the
 AK5435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5435.degrees latitude (g = 980.6199 gals.).
 AK5435
 AK5435.The modeled gravity was interpolated from observed gravity values.
 AK5435
 AK5435;                    North         East    Units  Estimated Accuracy
 AK5435;SPC FL E     -   417,320.      238,160.      MT  (+/- 180 meters Scaled)
 AK5435
 AK5435                          SUPERSEDED SURVEY CONTROL
 AK5435
 AK5435  NGVD 29 (09/01/92)    1.112  (m)            3.65   (f) ADJUSTED    2 1
 AK5435
 AK5435.Superseded values are not recommended for survey control.
 AK5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5435.See file dsdata.txt to determine how the superseded data were derived.
 AK5435
 AK5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381083(NAD 83)
 AK5435_MARKER: DJ = TIDAL STATION DISK
 AK5435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5435_SP_SET: CONCRETE SEAWALL
 AK5435_STAMPING: NO 4 1972
 AK5435_MARK LOGO: NOS   
 AK5435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5435+STABILITY: SURFACE MOTION
 AK5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5435+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 AK5435
 AK5435  HISTORY     - Date     Condition        Report By
 AK5435  HISTORY     - 1972     MONUMENTED       NOS
 AK5435  HISTORY     - 1979     GOOD             FLDNR
 AK5435  HISTORY     - 1986     GOOD             FLDNR
 AK5435  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5435  HISTORY     - 20031013 GOOD             USPSQD
 AK5435  HISTORY     - 20060204 GOOD             USPSQD
 AK5435
 AK5435                          STATION DESCRIPTION
 AK5435
 AK5435'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5435'1.5 MI NORTH FROM MELBOURNE.
 AK5435'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5435'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5435'RATHMAN MARINA AND THE MARK. THE MARK BEARS 58 FEET WEST OF THE
 AK5435'NORTHEAST CORNER OF THE BULKHEAD AND 6 FEET EAST OF THE NORTHWEST
 AK5435'CORNER OF THE PARKING LOT.
 AK5435
 AK5435                          STATION RECOVERY (1986)
 AK5435
 AK5435'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5435'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5435'CALLED THE NOEL YACHTING CENTER.
 AK5435
 AK5435                          STATION RECOVERY (1995)
 AK5435
 AK5435'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5435'MARK NOT FOUND.
 AK5435
 AK5435                          STATION RECOVERY (2003)
 AK5435
 AK5435'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5435'NAME OF MARINA CHANGED TO INTRACOASTAL MARINA
 AK5435
 AK5435                          STATION RECOVERY (2006)
 AK5435
 AK5435'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AK5435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6995 ***********************************************************************
 AK6995  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6995  DESIGNATION -  872 1874 F TIDAL
 AK6995  PID         -  AK6995
 AK6995  STATE/COUNTY-  FL/BREVARD
 AK6995  USGS QUAD   -  MELBOURNE EAST (1980)
 AK6995
 AK6995                         *CURRENT SURVEY CONTROL
 AK6995  ___________________________________________________________________
 AK6995* NAD 83(1986)-  28 02 31.     (N)    080 34 55.     (W)     SCALED    
 AK6995* NAVD 88     -         5.786  (meters)      18.98   (feet)  ADJUSTED  
 AK6995  ___________________________________________________________________
 AK6995  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AK6995  DYNAMIC HT  -           5.777 (meters)      18.95  (feet)  COMP
 AK6995  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AK6995
 AK6995  VERT ORDER  -  SECOND    CLASS I
 AK6995
 AK6995.The horizontal coordinates were scaled from a topographic map and have
 AK6995.an estimated accuracy of +/- 6 seconds.
 AK6995
 AK6995.The orthometric height was determined by differential leveling
 AK6995.and adjusted by the National Geodetic Survey in September 1996..
 AK6995
 AK6995.This Tidal Bench Mark is designated as VM 17355
 AK6995.by the Center for Operational Oceanographic Products and Services.
 AK6995
 AK6995.The geoid height was determined by GEOID03.
 AK6995
 AK6995.The dynamic height is computed by dividing the NAVD 88
 AK6995.geopotential number by the normal gravity value computed on the
 AK6995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6995.degrees latitude (g = 980.6199 gals.).
 AK6995
 AK6995.The modeled gravity was interpolated from observed gravity values.
 AK6995
 AK6995;                    North         East    Units  Estimated Accuracy
 AK6995;SPC FL E     -   410,930.      241,100.      MT  (+/- 180 meters Scaled)
 AK6995
 AK6995                          SUPERSEDED SURVEY CONTROL
 AK6995
 AK6995  NGVD 29 (09/01/92)    6.215  (m)           20.39   (f) ADJUSTED    2 1
 AK6995
 AK6995.Superseded values are not recommended for survey control.
 AK6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6995.See file dsdata.txt to determine how the superseded data were derived.
 AK6995
 AK6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410019(NAD 83)
 AK6995_MARKER: DJ = TIDAL STATION DISK
 AK6995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6995_SP_SET: CULVERT HEADWALL
 AK6995_STAMPING: 1874 F 1986
 AK6995_MARK LOGO: NOS   
 AK6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6995+STABILITY: SURFACE MOTION
 AK6995
 AK6995  HISTORY     - Date     Condition        Report By
 AK6995  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6995
 AK6995                          STATION DESCRIPTION
 AK6995
 AK6995'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6995'IN PALM BAY.
 AK6995'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER TURKEY
 AK6995'CREEK, GO 0.6 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 199
 AK6995'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 21.5 FEET NORTH OF
 AK6995'THE CENTERLINE OF KIRKLAND ROAD, 0.1 MILE WEST OF BAY BOULEVARD AND
 AK6995'IS SET IN THE CENTER OF A 8-FOOT LONG CULVERT HEADWALL.
 AK6995'THE MARK IS 1 FT BELOW KIRKLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6994 ***********************************************************************
 AK6994  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6994  DESIGNATION -  872 1874 G TIDAL
 AK6994  PID         -  AK6994
 AK6994  STATE/COUNTY-  FL/BREVARD
 AK6994  USGS QUAD   -  MELBOURNE EAST (1980)
 AK6994
 AK6994                         *CURRENT SURVEY CONTROL
 AK6994  ___________________________________________________________________
 AK6994* NAD 83(1986)-  28 02 16.     (N)    080 34 58.     (W)     SCALED    
 AK6994* NAVD 88     -         1.337  (meters)       4.39   (feet)  ADJUSTED  
 AK6994  ___________________________________________________________________
 AK6994  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AK6994  DYNAMIC HT  -           1.335 (meters)       4.38  (feet)  COMP
 AK6994  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AK6994
 AK6994  VERT ORDER  -  SECOND    CLASS I
 AK6994
 AK6994.The horizontal coordinates were scaled from a topographic map and have
 AK6994.an estimated accuracy of +/- 6 seconds.
 AK6994
 AK6994.The orthometric height was determined by differential leveling
 AK6994.and adjusted by the National Geodetic Survey in September 1996..
 AK6994
 AK6994.This Tidal Bench Mark is designated as VM 17356
 AK6994.by the Center for Operational Oceanographic Products and Services.
 AK6994
 AK6994.The geoid height was determined by GEOID03.
 AK6994
 AK6994.The dynamic height is computed by dividing the NAVD 88
 AK6994.geopotential number by the normal gravity value computed on the
 AK6994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6994.degrees latitude (g = 980.6199 gals.).
 AK6994
 AK6994.The modeled gravity was interpolated from observed gravity values.
 AK6994
 AK6994;                    North         East    Units  Estimated Accuracy
 AK6994;SPC FL E     -   410,470.      241,020.      MT  (+/- 180 meters Scaled)
 AK6994
 AK6994                          SUPERSEDED SURVEY CONTROL
 AK6994
 AK6994  NGVD 29 (09/01/92)    1.765  (m)            5.79   (f) ADJUSTED    2 1
 AK6994
 AK6994.Superseded values are not recommended for survey control.
 AK6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6994.See file dsdata.txt to determine how the superseded data were derived.
 AK6994
 AK6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410014(NAD 83)
 AK6994_MARKER: DJ = TIDAL STATION DISK
 AK6994_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6994_SP_SET: CULVERT HEADWALL
 AK6994_STAMPING: 1874 G 1986
 AK6994_MARK LOGO: NOS   
 AK6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6994+STABILITY: SURFACE MOTION
 AK6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6994+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AK6994
 AK6994  HISTORY     - Date     Condition        Report By
 AK6994  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6994  HISTORY     - 20050417 GOOD             GEOCAC
 AK6994
 AK6994                          STATION DESCRIPTION
 AK6994
 AK6994'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6994'IN PALM BAY.
 AK6994'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER TURKEY
 AK6994'CREEK, GO 0.45 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 26
 AK6994'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 103.5 FEET SOUTH
 AK6994'OF THE CENTERLINE OF BAY BOULEVARD (A DIRT ROAD), ABOUT 500 FEET
 AK6994'SOUTH OF THE CENTERLINE OF KIRKLAND ROAD AND 0.5 FOOT SOUTH OF THE
 AK6994'NORTH END END OF THE CULVERT HEADWALL.
 AK6994
 AK6994                          STATION RECOVERY (2005)
 AK6994
 AK6994'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AK6994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6993 ***********************************************************************
 AK6993  DESIGNATION -  872 1874 H TIDAL
 AK6993  PID         -  AK6993
 AK6993  STATE/COUNTY-  FL/BREVARD
 AK6993  USGS QUAD   -  MELBOURNE EAST (1980)
 AK6993
 AK6993                         *CURRENT SURVEY CONTROL
 AK6993  ___________________________________________________________________
 AK6993* NAD 83(1986)-  28 02 12.     (N)    080 34 57.     (W)     SCALED    
 AK6993* NAVD 88     -         1.439  (meters)       4.72   (feet)  ADJUSTED  
 AK6993  ___________________________________________________________________
 AK6993  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AK6993  DYNAMIC HT  -           1.437 (meters)       4.71  (feet)  COMP
 AK6993  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AK6993
 AK6993  VERT ORDER  -  SECOND    CLASS I
 AK6993
 AK6993.The horizontal coordinates were scaled from a topographic map and have
 AK6993.an estimated accuracy of +/- 6 seconds.
 AK6993
 AK6993.The orthometric height was determined by differential leveling
 AK6993.and adjusted by the National Geodetic Survey in September 1996..
 AK6993
 AK6993.The geoid height was determined by GEOID03.
 AK6993
 AK6993.The dynamic height is computed by dividing the NAVD 88
 AK6993.geopotential number by the normal gravity value computed on the
 AK6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6993.degrees latitude (g = 980.6199 gals.).
 AK6993
 AK6993.The modeled gravity was interpolated from observed gravity values.
 AK6993
 AK6993;                    North         East    Units  Estimated Accuracy
 AK6993;SPC FL E     -   410,340.      241,050.      MT  (+/- 180 meters Scaled)
 AK6993
 AK6993                          SUPERSEDED SURVEY CONTROL
 AK6993
 AK6993  NGVD 29 (09/01/92)    1.867  (m)            6.13   (f) ADJUSTED    2 1
 AK6993
 AK6993.Superseded values are not recommended for survey control.
 AK6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6993.See file dsdata.txt to determine how the superseded data were derived.
 AK6993
 AK6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410013(NAD 83)
 AK6993_MARKER: DJ = TIDAL STATION DISK
 AK6993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6993_SP_SET: CULVERT HEADWALL
 AK6993_STAMPING: 1874 H 1986
 AK6993_MARK LOGO: NOS   
 AK6993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6993+STABILITY: SURFACE MOTION
 AK6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6993+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AK6993
 AK6993  HISTORY     - Date     Condition        Report By
 AK6993  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6993  HISTORY     - 20050417 GOOD             GEOCAC
 AK6993
 AK6993                          STATION DESCRIPTION
 AK6993
 AK6993'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6993'IN PALM BAY.
 AK6993'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER TURKEY
 AK6993'CREEK, GO 0.4 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 37.2
 AK6993'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, O.5 FOOT SOUTH OF
 AK6993'THE NORTH END OF THE CULVERT HEADWALL AND 380 FEET SOUTH OF TIDAL
 AK6993'BENCH MARK 1874 G 1986.
 AK6993'THE MARK IS 2 FT BELOW HIGHWAY.
 AK6993
 AK6993                          STATION RECOVERY (2005)
 AK6993
 AK6993'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AK6993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5428 ***********************************************************************
 AK5428  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5428  DESIGNATION -  872 1874 TIDAL 1
 AK5428  PID         -  AK5428
 AK5428  STATE/COUNTY-  FL/BREVARD
 AK5428  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5428
 AK5428                         *CURRENT SURVEY CONTROL
 AK5428  ___________________________________________________________________
 AK5428* NAD 83(1986)-  28 02 31.     (N)    080 34 55.     (W)     SCALED    
 AK5428* NAVD 88     -         0.277  (meters)       0.91   (feet)  ADJUSTED  
 AK5428  ___________________________________________________________________
 AK5428  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AK5428  DYNAMIC HT  -           0.276 (meters)       0.91  (feet)  COMP
 AK5428  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AK5428
 AK5428  VERT ORDER  -  SECOND    CLASS I
 AK5428
 AK5428.The horizontal coordinates were scaled from a topographic map and have
 AK5428.an estimated accuracy of +/- 6 seconds.
 AK5428
 AK5428.The orthometric height was determined by differential leveling
 AK5428.and adjusted by the National Geodetic Survey in September 1996..
 AK5428
 AK5428.This Tidal Bench Mark is designated as VM 5385
 AK5428.by the Center for Operational Oceanographic Products and Services.
 AK5428
 AK5428.The geoid height was determined by GEOID03.
 AK5428
 AK5428.The dynamic height is computed by dividing the NAVD 88
 AK5428.geopotential number by the normal gravity value computed on the
 AK5428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5428.degrees latitude (g = 980.6199 gals.).
 AK5428
 AK5428.The modeled gravity was interpolated from observed gravity values.
 AK5428
 AK5428;                    North         East    Units  Estimated Accuracy
 AK5428;SPC FL E     -   410,930.      241,100.      MT  (+/- 180 meters Scaled)
 AK5428
 AK5428                          SUPERSEDED SURVEY CONTROL
 AK5428
 AK5428  NAVD 88 (06/15/91)    0.288  (m)            0.94   (f) UNKNOWN     2 1
 AK5428  NGVD 29 (09/01/92)    0.705  (m)            2.31   (f) ADJUSTED    2 1
 AK5428
 AK5428.Superseded values are not recommended for survey control.
 AK5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5428.See file dsdata.txt to determine how the superseded data were derived.
 AK5428
 AK5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410019(NAD 83)
 AK5428_MARKER: DJ = TIDAL STATION DISK
 AK5428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5428_SP_SET: CONCRETE SEAWALL
 AK5428_STAMPING: NO 1 1972
 AK5428_MARK LOGO: NOS   
 AK5428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5428+STABILITY: SURFACE MOTION
 AK5428
 AK5428  HISTORY     - Date     Condition        Report By
 AK5428  HISTORY     - 1972     MONUMENTED       NOS
 AK5428  HISTORY     - 1979     GOOD             FLDNR
 AK5428  HISTORY     - 1984     GOOD             FLDNR
 AK5428
 AK5428                          STATION DESCRIPTION
 AK5428
 AK5428'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5428'2.9 MI NORTH FROM MALABAR.
 AK5428'BEGIN AT THE CROSSING OF STATE HIGHWAY 514 AND THE FLORIDA EAST COAST
 AK5428'RAILWAY IN MALABAR, PROCEED NORTH 2.4 MILES ALONG THE RAILWAY TO
 AK5428'CROSSING OF STATE HIGHWAY 616, PROCEED EAST 0.1 MILE ALONG STATE
 AK5428'HIGHWAY 616 TO ITS JUNCTION WITH U.S. HIGHWAY 1, PROCEED NORTH 0.2
 AK5428'MILE ALONG US 1 TO THE JUNCTION OF A SAND ROAD, PROCEED EAST 0.2
 AK5428'MILE ALONG SAND ROAD TO THE MARK. THE MARK BEARS 43.5 FEET WEST OF THE
 AK5428'SOUTHWEST CORNER OF THE SEAWALL, 9 FEET WEST OF A 19 FOOT PIER, AND
 AK5428'0.5 FEET NORTH OF THE SOUTH EDGE OF SEAWALL.
 AK5428
 AK5428                          STATION RECOVERY (1984)
 AK5428
 AK5428'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK5428'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FISH CAMP IS
 AK5428'NOW CALLED CASTAWAY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5429 ***********************************************************************
 AK5429  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5429  DESIGNATION -  872 1874 TIDAL 2
 AK5429  PID         -  AK5429
 AK5429  STATE/COUNTY-  FL/BREVARD
 AK5429  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5429
 AK5429                         *CURRENT SURVEY CONTROL
 AK5429  ___________________________________________________________________
 AK5429* NAD 83(1986)-  28 02 31.     (N)    080 34 55.     (W)     SCALED    
 AK5429* NAVD 88     -         1.018  (meters)       3.34   (feet)  ADJUSTED  
 AK5429  ___________________________________________________________________
 AK5429  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AK5429  DYNAMIC HT  -           1.016 (meters)       3.33  (feet)  COMP
 AK5429  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AK5429
 AK5429  VERT ORDER  -  SECOND    CLASS I
 AK5429
 AK5429.The horizontal coordinates were scaled from a topographic map and have
 AK5429.an estimated accuracy of +/- 6 seconds.
 AK5429
 AK5429.The orthometric height was determined by differential leveling
 AK5429.and adjusted by the National Geodetic Survey in June 1991..
 AK5429
 AK5429.This Tidal Bench Mark is designated as VM 5386
 AK5429.by the Center for Operational Oceanographic Products and Services.
 AK5429
 AK5429.The geoid height was determined by GEOID03.
 AK5429
 AK5429.The dynamic height is computed by dividing the NAVD 88
 AK5429.geopotential number by the normal gravity value computed on the
 AK5429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5429.degrees latitude (g = 980.6199 gals.).
 AK5429
 AK5429.The modeled gravity was interpolated from observed gravity values.
 AK5429
 AK5429;                    North         East    Units  Estimated Accuracy
 AK5429;SPC FL E     -   410,930.      241,100.      MT  (+/- 180 meters Scaled)
 AK5429
 AK5429                          SUPERSEDED SURVEY CONTROL
 AK5429
 AK5429  NGVD 29 (09/01/92)    1.446  (m)            4.74   (f) ADJUSTED    2 1
 AK5429
 AK5429.Superseded values are not recommended for survey control.
 AK5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5429.See file dsdata.txt to determine how the superseded data were derived.
 AK5429
 AK5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410019(NAD 83)
 AK5429_MARKER: DJ = TIDAL STATION DISK
 AK5429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5429_SP_SET: CONCRETE PATIO
 AK5429_STAMPING: NO 2 1972
 AK5429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5429
 AK5429  HISTORY     - Date     Condition        Report By
 AK5429  HISTORY     - 1972     MONUMENTED       NOS
 AK5429  HISTORY     - 1979     GOOD             FLDNR
 AK5429
 AK5429                          STATION DESCRIPTION
 AK5429
 AK5429'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5429'2.9 MI NORTH FROM MALABAR.
 AK5429'BEGIN AT THE CROSSING OF STATE HIGHWAY 514 AND THE FLORIDA EAST COAST
 AK5429'RAILWAY IN MALABAR, PROCEED NORTH 2.4 MILES ALONG THE RAILWAY TO THE
 AK5429'CROSSING OF STATE HIGHWAY 616, PROCEED EAST 0.1 MILE ALONG STATE
 AK5429'HIGHWAY 616 TO ITS JUNCTION WITH US HIGHWAY 1, PROCEED NORTH 0.2
 AK5429'MILE ALONG US 1 TO THE JUNCTION OF A SAND ROAD, PROCEED EAST 0.2
 AK5429'MILE ALONG SAND ROAD TO THE MARK. THE MARK BEARS 34.2 FEET SOUTHEAST
 AK5429'OF THE SOUTHEAST CORNER OF THE RESTAURANT AT COLES FISH CAMP, 24.3
 AK5429'FEET EAST OF THE WEST SIDE OF THE PATIO, AND 11.8 FEET SOUTH OF A
 AK5429'SMALL STORAGE BUILDING AT THE NORTH END OF THE PATIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5427 ***********************************************************************
 AK5427  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5427  DESIGNATION -  872 1874 TIDAL 3
 AK5427  PID         -  AK5427
 AK5427  STATE/COUNTY-  FL/BREVARD
 AK5427  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5427
 AK5427                         *CURRENT SURVEY CONTROL
 AK5427  ___________________________________________________________________
 AK5427* NAD 83(1986)-  28 02 31.     (N)    080 34 55.     (W)     SCALED    
 AK5427* NAVD 88     -         0.577  (meters)       1.89   (feet)  ADJUSTED  
 AK5427  ___________________________________________________________________
 AK5427  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AK5427  DYNAMIC HT  -           0.576 (meters)       1.89  (feet)  COMP
 AK5427  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AK5427
 AK5427  VERT ORDER  -  SECOND    CLASS I
 AK5427
 AK5427.The horizontal coordinates were scaled from a topographic map and have
 AK5427.an estimated accuracy of +/- 6 seconds.
 AK5427
 AK5427.The orthometric height was determined by differential leveling
 AK5427.and adjusted by the National Geodetic Survey in June 1991..
 AK5427
 AK5427.This Tidal Bench Mark is designated as VM 5387
 AK5427.by the Center for Operational Oceanographic Products and Services.
 AK5427
 AK5427.The geoid height was determined by GEOID03.
 AK5427
 AK5427.The dynamic height is computed by dividing the NAVD 88
 AK5427.geopotential number by the normal gravity value computed on the
 AK5427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5427.degrees latitude (g = 980.6199 gals.).
 AK5427
 AK5427.The modeled gravity was interpolated from observed gravity values.
 AK5427
 AK5427;                    North         East    Units  Estimated Accuracy
 AK5427;SPC FL E     -   410,930.      241,100.      MT  (+/- 180 meters Scaled)
 AK5427
 AK5427                          SUPERSEDED SURVEY CONTROL
 AK5427
 AK5427  NGVD 29 (09/01/92)    1.006  (m)            3.30   (f) ADJUSTED    2 1
 AK5427
 AK5427.Superseded values are not recommended for survey control.
 AK5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5427.See file dsdata.txt to determine how the superseded data were derived.
 AK5427
 AK5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410019(NAD 83)
 AK5427_MARKER: DJ = TIDAL STATION DISK
 AK5427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK5427_SP_SET: CONCRETE WALKWAY
 AK5427_STAMPING: NO 3 1972
 AK5427_MARK LOGO: NOS   
 AK5427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5427
 AK5427  HISTORY     - Date     Condition        Report By
 AK5427  HISTORY     - 1972     MONUMENTED       NOS
 AK5427  HISTORY     - 1979     GOOD             FLDNR
 AK5427  HISTORY     - 1984     GOOD             FLDNR
 AK5427
 AK5427                          STATION DESCRIPTION
 AK5427
 AK5427'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5427'2.9 MI NORTH FROM MALABAR.
 AK5427'BEGIN AT THE CROSSING OF STATE HIGHWAY 514 AND THE FLORIDA EAST COAST
 AK5427'RAILWAY IN MALABAR, PROCEED NORTH 2.4 MILES ALONG THE RAILWAY TO THE
 AK5427'CROSSING OF STATE HIGHWAY 616, PROCEED EAST 0.1 MILE ALONG STATE
 AK5427'HIGHWAY 616 TO ITS JUNCTION WITH US HIGHWAY 1, PROCEED NORTH 0.2
 AK5427'MILE ALONG US 1 TO THE JUNCTION OF A SAND ROAD, PROCEED EAST 0.2
 AK5427'MILE ALONG SAND ROAD TO THE MARK. THE MARK BEARS 12.6 FEET WEST OF THE
 AK5427'CENTER OF THE DOOR ON THE SOUTH SIDE OF THE RESTUARANT AT COLES FISH
 AK5427'CAMP, 1.0 FOOT EAST OF THE SOUTHWEST CORNER OF THE RESTUARANT, AND
 AK5427'0.7 FOOT SOUTH OF THE SOUTH RESTUARANT WALL.
 AK5427
 AK5427                          STATION RECOVERY (1984)
 AK5427
 AK5427'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK5427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7535 ***********************************************************************
 AF7535  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7535  DESIGNATION -  872 1994 F TIDAL
 AF7535  PID         -  AF7535
 AF7535  STATE/COUNTY-  FL/BREVARD
 AF7535  USGS QUAD   -  SEBASTIAN (1970)
 AF7535
 AF7535                         *CURRENT SURVEY CONTROL
 AF7535  ___________________________________________________________________
 AF7535* NAD 83(1986)-  27 52 24.     (N)    080 29 53.     (W)     SCALED    
 AF7535* NAVD 88     -         3.050  (meters)      10.01   (feet)  ADJUSTED  
 AF7535  ___________________________________________________________________
 AF7535  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF7535  DYNAMIC HT  -           3.046 (meters)       9.99  (feet)  COMP
 AF7535  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 AF7535
 AF7535  VERT ORDER  -  SECOND    CLASS I
 AF7535
 AF7535.The horizontal coordinates were scaled from a topographic map and have
 AF7535.an estimated accuracy of +/- 6 seconds.
 AF7535
 AF7535.The orthometric height was determined by differential leveling
 AF7535.and adjusted by the National Geodetic Survey in September 1996..
 AF7535
 AF7535.This Tidal Bench Mark is designated as VM 5394
 AF7535.by the Center for Operational Oceanographic Products and Services.
 AF7535
 AF7535.The geoid height was determined by GEOID03.
 AF7535
 AF7535.The dynamic height is computed by dividing the NAVD 88
 AF7535.geopotential number by the normal gravity value computed on the
 AF7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7535.degrees latitude (g = 980.6199 gals.).
 AF7535
 AF7535.The modeled gravity was interpolated from observed gravity values.
 AF7535
 AF7535;                    North         East    Units  Estimated Accuracy
 AF7535;SPC FL E     -   392,270.      249,430.      MT  (+/- 180 meters Scaled)
 AF7535
 AF7535                          SUPERSEDED SURVEY CONTROL
 AF7535
 AF7535  NGVD 29 (09/01/92)    3.478  (m)           11.41   (f) ADJUSTED    2 1
 AF7535
 AF7535.Superseded values are not recommended for survey control.
 AF7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7535.See file dsdata.txt to determine how the superseded data were derived.
 AF7535
 AF7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494832(NAD 83)
 AF7535_MARKER: DJ = TIDAL STATION DISK
 AF7535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7535_SP_SET: CONCDRETE BOX DRAIN
 AF7535_STAMPING: 1994 F 1986
 AF7535_MARK LOGO: NOS   
 AF7535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7535
 AF7535  HISTORY     - Date     Condition        Report By
 AF7535  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7535  HISTORY     - 20020124 GOOD             USPSQD
 AF7535
 AF7535                          STATION DESCRIPTION
 AF7535
 AF7535'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7535'4.55 MI NORTH FROM SEBASTIAN.
 AF7535'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF7535'CREEK, GO 1.15 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS
 AF7535'29.8 FEET WEST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 35.3 FEET
 AF7535'EAST OF THE CENTERLINE OF U.S. 1 SOUTHBOUND AND APPROXIMATELY 400
 AF7535'FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVE TO SUMMIT LANDING.
 AF7535'THE MARK IS 3 FT BELOW HIGHWAY.
 AF7535
 AF7535                          STATION RECOVERY (2002)
 AF7535
 AF7535'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF7535'DGPS LOCATION LA 27 52 33.2 N  LO 80 29 81.5 W
 AF7535' 
 AF7535'MARK IS IMBEDDED IN CONCRETE DRAINAGE CULVERT IN HIGHWAY MEDIAN STRIP.
 AF7535' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7536 ***********************************************************************
 AF7536  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7536  DESIGNATION -  872 1994 G TIDAL
 AF7536  PID         -  AF7536
 AF7536  STATE/COUNTY-  FL/BREVARD
 AF7536  USGS QUAD   -  SEBASTIAN (1970)
 AF7536
 AF7536                         *CURRENT SURVEY CONTROL
 AF7536  ___________________________________________________________________
 AF7536* NAD 83(1986)-  27 52 21.     (N)    080 29 52.     (W)     SCALED    
 AF7536* NAVD 88     -         3.162  (meters)      10.37   (feet)  ADJUSTED  
 AF7536  ___________________________________________________________________
 AF7536  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF7536  DYNAMIC HT  -           3.157 (meters)      10.36  (feet)  COMP
 AF7536  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 AF7536
 AF7536  VERT ORDER  -  SECOND    CLASS I
 AF7536
 AF7536.The horizontal coordinates were scaled from a topographic map and have
 AF7536.an estimated accuracy of +/- 6 seconds.
 AF7536
 AF7536.The orthometric height was determined by differential leveling
 AF7536.and adjusted by the National Geodetic Survey in September 1996..
 AF7536
 AF7536.This Tidal Bench Mark is designated as VM 5393
 AF7536.by the Center for Operational Oceanographic Products and Services.
 AF7536
 AF7536.The geoid height was determined by GEOID03.
 AF7536
 AF7536.The dynamic height is computed by dividing the NAVD 88
 AF7536.geopotential number by the normal gravity value computed on the
 AF7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7536.degrees latitude (g = 980.6199 gals.).
 AF7536
 AF7536.The modeled gravity was interpolated from observed gravity values.
 AF7536
 AF7536;                    North         East    Units  Estimated Accuracy
 AF7536;SPC FL E     -   392,180.      249,460.      MT  (+/- 180 meters Scaled)
 AF7536
 AF7536                          SUPERSEDED SURVEY CONTROL
 AF7536
 AF7536  NGVD 29 (09/01/92)    3.590  (m)           11.78   (f) ADJUSTED    2 1
 AF7536
 AF7536.Superseded values are not recommended for survey control.
 AF7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7536.See file dsdata.txt to determine how the superseded data were derived.
 AF7536
 AF7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494831(NAD 83)
 AF7536_MARKER: DJ = TIDAL STATION DISK
 AF7536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7536_SP_SET: CULVERT HEADWALL
 AF7536_STAMPING: 1994 G 1986
 AF7536_MARK LOGO: NOS   
 AF7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7536+STABILITY: SURFACE MOTION
 AF7536
 AF7536  HISTORY     - Date     Condition        Report By
 AF7536  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7536  HISTORY     - 20020124 GOOD             USPSQD
 AF7536
 AF7536                          STATION DESCRIPTION
 AF7536
 AF7536'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7536'4.45 MI NORTH FROM SEBASTIAN.
 AF7536'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF7536'CREEK, GO 1.05 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS
 AF7536'27.3 FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 120.5 FEET
 AF7536'NORTHWEST OF THE CENTERLINE OF THE STAIRS GOING DOWN TO A PIER, 1
 AF7536'FOOT NORTH OF THE SOUTH END OF THE CULVERT HEADWALL AND ABOUT 405
 AF7536'FEET SOUTHEAST OF TIDAL BENCH MARK 1994 F 1986.
 AF7536'THE MARK IS 1 FT BELOW HIGHWAY.
 AF7536
 AF7536                          STATION RECOVERY (2002)
 AF7536
 AF7536'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF7536'DGPS LOCATION  LA 27 52 26.9 N  LO 80 29 77.5 W
 AF7536'LETTER G IN DESIGNATION IS FAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7537 ***********************************************************************
 AF7537  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7537  DESIGNATION -  872 1994 H TIDAL
 AF7537  PID         -  AF7537
 AF7537  STATE/COUNTY-  FL/BREVARD
 AF7537  USGS QUAD   -  SEBASTIAN (1970)
 AF7537
 AF7537                         *CURRENT SURVEY CONTROL
 AF7537  ___________________________________________________________________
 AF7537* NAD 83(1986)-  27 52 18.     (N)    080 29 51.     (W)     SCALED    
 AF7537* NAVD 88     -         3.737  (meters)      12.26   (feet)  ADJUSTED  
 AF7537  ___________________________________________________________________
 AF7537  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF7537  DYNAMIC HT  -           3.731 (meters)      12.24  (feet)  COMP
 AF7537  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 AF7537
 AF7537  VERT ORDER  -  SECOND    CLASS I
 AF7537
 AF7537.The horizontal coordinates were scaled from a topographic map and have
 AF7537.an estimated accuracy of +/- 6 seconds.
 AF7537
 AF7537.The orthometric height was determined by differential leveling
 AF7537.and adjusted by the National Geodetic Survey in September 1996..
 AF7537
 AF7537.This Tidal Bench Mark is designated as VM 5392
 AF7537.by the Center for Operational Oceanographic Products and Services.
 AF7537
 AF7537.The geoid height was determined by GEOID03.
 AF7537
 AF7537.The dynamic height is computed by dividing the NAVD 88
 AF7537.geopotential number by the normal gravity value computed on the
 AF7537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7537.degrees latitude (g = 980.6199 gals.).
 AF7537
 AF7537.The modeled gravity was interpolated from observed gravity values.
 AF7537
 AF7537;                    North         East    Units  Estimated Accuracy
 AF7537;SPC FL E     -   392,090.      249,480.      MT  (+/- 180 meters Scaled)
 AF7537
 AF7537                          SUPERSEDED SURVEY CONTROL
 AF7537
 AF7537  NGVD 29 (09/01/92)    4.165  (m)           13.66   (f) ADJUSTED    2 1
 AF7537
 AF7537.Superseded values are not recommended for survey control.
 AF7537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7537.See file dsdata.txt to determine how the superseded data were derived.
 AF7537
 AF7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494830(NAD 83)
 AF7537_MARKER: DJ = TIDAL STATION DISK
 AF7537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7537_SP_SET: STAINLESS STEEL ROD
 AF7537_STAMPING: 1994 H 1986
 AF7537_MARK LOGO: NOS   
 AF7537_PROJECTION: PROJECTING 3 CENTIMETERS
 AF7537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7537_ROD/PIPE-DEPTH: 17.1 meters
 AF7537
 AF7537  HISTORY     - Date     Condition        Report By
 AF7537  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7537  HISTORY     - 20020124 GOOD             USPSQD
 AF7537
 AF7537                          STATION DESCRIPTION
 AF7537
 AF7537'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7537'4.35 MI NORTH FROM SEBASTIAN.
 AF7537'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF7537'CREEK, GO 0.95 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 29
 AF7537'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 27 FEET NORTH OF
 AF7537'THE CENTERLINE OF THE DRIVEWAY FOR MINERS MARINA AT 8685 U.S.
 AF7537'HIGHWAY 1, 3.2 FEET NORTH OF A POWER POLE, 59 FEET NORTH OF THE
 AF7537'EXTENDED CENTERLINE OF DAYTONA BOULEVARD AND ABOUT 585 FEET SOUTH OF
 AF7537'TIDAL BENCH MARK 1994 G 1986.
 AF7537
 AF7537                          STATION RECOVERY (2002)
 AF7537
 AF7537'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF7537'DGPS LOCATION  LA 27 52 17.5 N  LO 80 29 72.5 W
 AF7537' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6814 ***********************************************************************
 AF6814  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6814  DESIGNATION -  872 1994 TIDAL 1
 AF6814  PID         -  AF6814
 AF6814  STATE/COUNTY-  FL/BREVARD
 AF6814  USGS QUAD   -  SEBASTIAN (1970)
 AF6814
 AF6814                         *CURRENT SURVEY CONTROL
 AF6814  ___________________________________________________________________
 AF6814* NAD 83(1986)-  27 52 27.     (N)    080 29 51.     (W)     SCALED    
 AF6814* NAVD 88     -         0.595  (meters)       1.95   (feet)  ADJUSTED  
 AF6814  ___________________________________________________________________
 AF6814  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF6814  DYNAMIC HT  -           0.594 (meters)       1.95  (feet)  COMP
 AF6814  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AF6814
 AF6814  VERT ORDER  -  SECOND    CLASS I
 AF6814
 AF6814.The horizontal coordinates were scaled from a topographic map and have
 AF6814.an estimated accuracy of +/- 6 seconds.
 AF6814
 AF6814.The orthometric height was determined by differential leveling
 AF6814.and adjusted by the National Geodetic Survey in June 1991..
 AF6814
 AF6814.This Tidal Bench Mark is designated as VM 5388
 AF6814.by the Center for Operational Oceanographic Products and Services.
 AF6814
 AF6814.The geoid height was determined by GEOID03.
 AF6814
 AF6814.The dynamic height is computed by dividing the NAVD 88
 AF6814.geopotential number by the normal gravity value computed on the
 AF6814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6814.degrees latitude (g = 980.6199 gals.).
 AF6814
 AF6814.The modeled gravity was interpolated from observed gravity values.
 AF6814
 AF6814;                    North         East    Units  Estimated Accuracy
 AF6814;SPC FL E     -   392,370.      249,480.      MT  (+/- 180 meters Scaled)
 AF6814
 AF6814                          SUPERSEDED SURVEY CONTROL
 AF6814
 AF6814  NGVD 29 (09/01/92)    1.022  (m)            3.35   (f) ADJUSTED    2 1
 AF6814
 AF6814.Superseded values are not recommended for survey control.
 AF6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6814.See file dsdata.txt to determine how the superseded data were derived.
 AF6814
 AF6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494833(NAD 83)
 AF6814_MARKER: DJ = TIDAL STATION DISK
 AF6814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6814_SP_SET: CONCRETE BULKHEAD
 AF6814_STAMPING: NO 1 1972
 AF6814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6814
 AF6814  HISTORY     - Date     Condition        Report By
 AF6814  HISTORY     - 1972     MONUMENTED       NOS
 AF6814  HISTORY     - 1979     GOOD             FLDNR
 AF6814  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6814  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6814
 AF6814                          STATION DESCRIPTION
 AF6814
 AF6814'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6814'4.7 MI NORTH FROM SEBASTIAN.
 AF6814'BEGIN AT THE NORTH END OF U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN CREEK,
 AF6814'PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6814'BASIN AND THE MARK. THE MARK BEARS 128.7 FEET EAST OF THE JUNCTION OF
 AF6814'THE PIER WITH THE BULKHEAD, 7.5 FEET NORTH OF THE SOUTH EDGE OF THE
 AF6814'PIER, AND 0.6 FEET SOUTH OF THE NORTH EDGE OF THE L SECTION AT EAST
 AF6814'END OF BULKHEAD.
 AF6814
 AF6814                          STATION RECOVERY (1988)
 AF6814
 AF6814'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6814'MARK NOT FOUND.
 AF6814
 AF6814                          STATION RECOVERY (1989)
 AF6814
 AF6814'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6811 ***********************************************************************
 AF6811  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6811  DESIGNATION -  872 1994 TIDAL 2
 AF6811  PID         -  AF6811
 AF6811  STATE/COUNTY-  FL/BREVARD
 AF6811  USGS QUAD   -  SEBASTIAN (1970)
 AF6811
 AF6811                         *CURRENT SURVEY CONTROL
 AF6811  ___________________________________________________________________
 AF6811* NAD 83(1986)-  27 52 28.     (N)    080 29 51.     (W)     SCALED    
 AF6811* NAVD 88     -         3.661  (meters)      12.01   (feet)  ADJUSTED  
 AF6811  ___________________________________________________________________
 AF6811  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AF6811  DYNAMIC HT  -           3.655 (meters)      11.99  (feet)  COMP
 AF6811  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AF6811
 AF6811  VERT ORDER  -  SECOND    CLASS I
 AF6811
 AF6811.The horizontal coordinates were scaled from a topographic map and have
 AF6811.an estimated accuracy of +/- 6 seconds.
 AF6811
 AF6811.The orthometric height was determined by differential leveling
 AF6811.and adjusted by the National Geodetic Survey in June 1991..
 AF6811
 AF6811.This Tidal Bench Mark is designated as VM 5389
 AF6811.by the Center for Operational Oceanographic Products and Services.
 AF6811
 AF6811.The geoid height was determined by GEOID03.
 AF6811
 AF6811.The dynamic height is computed by dividing the NAVD 88
 AF6811.geopotential number by the normal gravity value computed on the
 AF6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6811.degrees latitude (g = 980.6199 gals.).
 AF6811
 AF6811.The modeled gravity was interpolated from observed gravity values.
 AF6811
 AF6811;                    North         East    Units  Estimated Accuracy
 AF6811;SPC FL E     -   392,400.      249,480.      MT  (+/- 180 meters Scaled)
 AF6811
 AF6811                          SUPERSEDED SURVEY CONTROL
 AF6811
 AF6811  NGVD 29 (09/01/92)    4.089  (m)           13.42   (f) ADJUSTED    2 1
 AF6811
 AF6811.Superseded values are not recommended for survey control.
 AF6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6811.See file dsdata.txt to determine how the superseded data were derived.
 AF6811
 AF6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494833(NAD 83)
 AF6811_MARKER: DJ = TIDAL STATION DISK
 AF6811_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF6811+WITH SETTING: PAVEMENT
 AF6811_SP_SET: CONCRETE BASE FOR A SIGN
 AF6811_STAMPING: NO 2 1972
 AF6811_MARK LOGO: NOS   
 AF6811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6811+STABILITY: SURFACE MOTION
 AF6811
 AF6811  HISTORY     - Date     Condition        Report By
 AF6811  HISTORY     - 1972     MONUMENTED       NOS
 AF6811  HISTORY     - 1979     GOOD             FLDNR
 AF6811  HISTORY     - 1984     GOOD             FLDNR
 AF6811  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6811  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6811
 AF6811                          STATION DESCRIPTION
 AF6811
 AF6811'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6811'4.7 MI NORTH FROM SEBASTIAN.
 AF6811'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6811'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6811'BASIN AND THE MARK. THE MARK BEARS 28.8 FEET EAST OF U.S. 1 NORTHBOUND
 AF6811'LANE CENTERLINE, 22.5 FEET NORTH OF YACHT BASIN ENTRANCE CENTERLINE,
 AF6811'AND 0.9 FOOT EAST SOUTHEAST OF THE BASE OF A -STANDARD OIL- SIGN.
 AF6811
 AF6811                          STATION RECOVERY (1984)
 AF6811
 AF6811'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6811'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SIGN IS GONE.
 AF6811
 AF6811                          STATION RECOVERY (1988)
 AF6811
 AF6811'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6811'MARK NOT FOUND.
 AF6811
 AF6811                          STATION RECOVERY (1989)
 AF6811
 AF6811'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6810 ***********************************************************************
 AF6810  DESIGNATION -  872 1994 TIDAL 3
 AF6810  PID         -  AF6810
 AF6810  STATE/COUNTY-  FL/BREVARD
 AF6810  USGS QUAD   -  SEBASTIAN (1970)
 AF6810
 AF6810                         *CURRENT SURVEY CONTROL
 AF6810  ___________________________________________________________________
 AF6810* NAD 83(1986)-  27 52 27.     (N)    080 29 52.     (W)     SCALED    
 AF6810* NAVD 88     -         3.456  (meters)      11.34   (feet)  ADJUSTED  
 AF6810  ___________________________________________________________________
 AF6810  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF6810  DYNAMIC HT  -           3.451 (meters)      11.32  (feet)  COMP
 AF6810  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AF6810
 AF6810  VERT ORDER  -  SECOND    CLASS I
 AF6810
 AF6810.The horizontal coordinates were scaled from a topographic map and have
 AF6810.an estimated accuracy of +/- 6 seconds.
 AF6810
 AF6810.The orthometric height was determined by differential leveling
 AF6810.and adjusted by the National Geodetic Survey in June 1991..
 AF6810
 AF6810.The geoid height was determined by GEOID03.
 AF6810
 AF6810.The dynamic height is computed by dividing the NAVD 88
 AF6810.geopotential number by the normal gravity value computed on the
 AF6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6810.degrees latitude (g = 980.6199 gals.).
 AF6810
 AF6810.The modeled gravity was interpolated from observed gravity values.
 AF6810
 AF6810;                    North         East    Units  Estimated Accuracy
 AF6810;SPC FL E     -   392,370.      249,450.      MT  (+/- 180 meters Scaled)
 AF6810
 AF6810                          SUPERSEDED SURVEY CONTROL
 AF6810
 AF6810  NGVD 29 (09/01/92)    3.883  (m)           12.74   (f) ADJUSTED    2 1
 AF6810
 AF6810.Superseded values are not recommended for survey control.
 AF6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6810.See file dsdata.txt to determine how the superseded data were derived.
 AF6810
 AF6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494833(NAD 83)
 AF6810_MARKER: DJ = TIDAL STATION DISK
 AF6810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6810_SP_SET: CONCRETE CATCH BASIN
 AF6810_STAMPING: NO 3 1972
 AF6810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6810
 AF6810  HISTORY     - Date     Condition        Report By
 AF6810  HISTORY     - 1972     MONUMENTED       NOS
 AF6810  HISTORY     - 1979     GOOD             FLDNR
 AF6810  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6810  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6810
 AF6810                          STATION DESCRIPTION
 AF6810
 AF6810'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6810'4.7 MI NORTH FROM SEBASTIAN.
 AF6810'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6810'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6810'BASIN AND THE MARK. THE MARK BEARS 33.5 FEET EAST OF U.S. 1 SOUTHBOUND
 AF6810'LANE CENTERLINE, 31.7 FEET WEST OF U.S. 1 NORTHBOUND LANE CENTERLINE,
 AF6810'AND 83.0 FEET NORTH OF THE SOUTH END OF THE TRAFFIC ISLAND ACROSS FROM
 AF6810'YACHT BASIN ENTRANCE.
 AF6810
 AF6810                          STATION RECOVERY (1988)
 AF6810
 AF6810'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6810'MARK NOT FOUND.
 AF6810
 AF6810                          STATION RECOVERY (1989)
 AF6810
 AF6810'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6812 ***********************************************************************
 AF6812  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6812  DESIGNATION -  872 1994 TIDAL 4
 AF6812  PID         -  AF6812
 AF6812  STATE/COUNTY-  FL/BREVARD
 AF6812  USGS QUAD   -  SEBASTIAN (1970)
 AF6812
 AF6812                         *CURRENT SURVEY CONTROL
 AF6812  ___________________________________________________________________
 AF6812* NAD 83(1986)-  27 52 28.     (N)    080 29 52.     (W)     SCALED    
 AF6812* NAVD 88     -         0.969  (meters)       3.18   (feet)  ADJUSTED  
 AF6812  ___________________________________________________________________
 AF6812  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF6812  DYNAMIC HT  -           0.968 (meters)       3.18  (feet)  COMP
 AF6812  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AF6812
 AF6812  VERT ORDER  -  SECOND    CLASS I
 AF6812
 AF6812.The horizontal coordinates were scaled from a topographic map and have
 AF6812.an estimated accuracy of +/- 6 seconds.
 AF6812
 AF6812.The orthometric height was determined by differential leveling
 AF6812.and adjusted by the National Geodetic Survey in June 1991..
 AF6812
 AF6812.This Tidal Bench Mark is designated as VM 5390
 AF6812.by the Center for Operational Oceanographic Products and Services.
 AF6812
 AF6812.The geoid height was determined by GEOID03.
 AF6812
 AF6812.The dynamic height is computed by dividing the NAVD 88
 AF6812.geopotential number by the normal gravity value computed on the
 AF6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6812.degrees latitude (g = 980.6199 gals.).
 AF6812
 AF6812.The modeled gravity was interpolated from observed gravity values.
 AF6812
 AF6812;                    North         East    Units  Estimated Accuracy
 AF6812;SPC FL E     -   392,400.      249,450.      MT  (+/- 180 meters Scaled)
 AF6812
 AF6812                          SUPERSEDED SURVEY CONTROL
 AF6812
 AF6812  NGVD 29 (09/01/92)    1.397  (m)            4.58   (f) ADJUSTED    2 1
 AF6812
 AF6812.Superseded values are not recommended for survey control.
 AF6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6812.See file dsdata.txt to determine how the superseded data were derived.
 AF6812
 AF6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494833(NAD 83)
 AF6812_MARKER: DJ = TIDAL STATION DISK
 AF6812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6812_SP_SET: CONCRETE SEAWALL
 AF6812_STAMPING: NO 4 1972
 AF6812_MARK LOGO: NOS   
 AF6812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6812+STABILITY: SURFACE MOTION
 AF6812
 AF6812  HISTORY     - Date     Condition        Report By
 AF6812  HISTORY     - 1972     MONUMENTED       NOS
 AF6812  HISTORY     - 1979     GOOD             FLDNR
 AF6812  HISTORY     - 1984     GOOD             FLDNR
 AF6812  HISTORY     - 1988     GOOD             USPSQD
 AF6812  HISTORY     - 1989     GOOD             USPSQD
 AF6812
 AF6812                          STATION DESCRIPTION
 AF6812
 AF6812'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6812'4.7 MI NORTH FROM SEBASTIAN.
 AF6812'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6812'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6812'BASIN AND THE MARK. THE MARK BEARS 45.3 FEET NORTHWEST OF THE
 AF6812'NORTHWEST CORNER OF THE MARINA OFFICE BUILDING, 15.6 FEET EAST OF THE
 AF6812'WEST END OF THE SEAWALL, AND 4.0 FEET NORTHWEST OF A TELEPHONE POLE.
 AF6812
 AF6812                          STATION RECOVERY (1984)
 AF6812
 AF6812'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6812'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE NEPTUNE YACHT
 AF6812'BASIN IS NOW SUMMIT LANDINGS AND THE MARK BEARS 45.3 FEET WEST OF THE
 AF6812'NORTHWEST CORNER OF THE RESTUARANT.
 AF6812
 AF6812                          STATION RECOVERY (1988)
 AF6812
 AF6812'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6812'RECOVERED IN GOOD CONDITION.
 AF6812
 AF6812                          STATION RECOVERY (1989)
 AF6812
 AF6812'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6813 ***********************************************************************
 AF6813  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6813  DESIGNATION -  872 1994 TIDAL 5
 AF6813  PID         -  AF6813
 AF6813  STATE/COUNTY-  FL/BREVARD
 AF6813  USGS QUAD   -  SEBASTIAN (1970)
 AF6813
 AF6813                         *CURRENT SURVEY CONTROL
 AF6813  ___________________________________________________________________
 AF6813* NAD 83(1986)-  27 52 27.     (N)    080 29 53.     (W)     SCALED    
 AF6813* NAVD 88     -         0.635  (meters)       2.08   (feet)  ADJUSTED  
 AF6813  ___________________________________________________________________
 AF6813  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF6813  DYNAMIC HT  -           0.634 (meters)       2.08  (feet)  COMP
 AF6813  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AF6813
 AF6813  VERT ORDER  -  SECOND    CLASS I
 AF6813
 AF6813.The horizontal coordinates were scaled from a topographic map and have
 AF6813.an estimated accuracy of +/- 6 seconds.
 AF6813
 AF6813.The orthometric height was determined by differential leveling
 AF6813.and adjusted by the National Geodetic Survey in June 1991..
 AF6813
 AF6813.This Tidal Bench Mark is designated as VM 5391
 AF6813.by the Center for Operational Oceanographic Products and Services.
 AF6813
 AF6813.The geoid height was determined by GEOID03.
 AF6813
 AF6813.The dynamic height is computed by dividing the NAVD 88
 AF6813.geopotential number by the normal gravity value computed on the
 AF6813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6813.degrees latitude (g = 980.6199 gals.).
 AF6813
 AF6813.The modeled gravity was interpolated from observed gravity values.
 AF6813
 AF6813;                    North         East    Units  Estimated Accuracy
 AF6813;SPC FL E     -   392,370.      249,430.      MT  (+/- 180 meters Scaled)
 AF6813
 AF6813                          SUPERSEDED SURVEY CONTROL
 AF6813
 AF6813  NGVD 29 (09/01/92)    1.063  (m)            3.49   (f) ADJUSTED    2 1
 AF6813
 AF6813.Superseded values are not recommended for survey control.
 AF6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6813.See file dsdata.txt to determine how the superseded data were derived.
 AF6813
 AF6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494833(NAD 83)
 AF6813_MARKER: DJ = TIDAL STATION DISK
 AF6813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6813_SP_SET: CONCRETE SEAWALL
 AF6813_STAMPING: NO 5 1972
 AF6813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6813
 AF6813  HISTORY     - Date     Condition        Report By
 AF6813  HISTORY     - 1972     MONUMENTED       NOS
 AF6813  HISTORY     - 1979     GOOD             FLDNR
 AF6813  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6813  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6813
 AF6813                          STATION DESCRIPTION
 AF6813
 AF6813'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6813'4.7 MI NORTH FROM SEBASTIAN.
 AF6813'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6813'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6813'BASIN AND THE MARK. THE MARK BEARS 14.0 FEET NORTHEAST OF THE NORTH
 AF6813'EAST CORNER OF THE MARINA OFFICE BUILDING AND 6.0 FEET SOUTH OF THE
 AF6813'NORTHEAST CORNER OF THE SEAWALL.
 AF6813
 AF6813                          STATION RECOVERY (1988)
 AF6813
 AF6813'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6813'MARK NOT FOUND.
 AF6813
 AF6813                          STATION RECOVERY (1989)
 AF6813
 AF6813'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3446 ***********************************************************************
 AF3446  DESIGNATION -  872 2004 TIDAL 1
 AF3446  PID         -  AF3446
 AF3446  STATE/COUNTY-  FL/BREVARD
 AF3446  USGS QUAD   -  SEBASTIAN (1970)
 AF3446
 AF3446                         *CURRENT SURVEY CONTROL
 AF3446  ___________________________________________________________________
 AF3446* NAD 83(1986)-  27 51 39.     (N)    080 26 54.     (W)     SCALED    
 AF3446* NAVD 88     -         1.265  (meters)       4.15   (feet)  ADJUSTED  
 AF3446  ___________________________________________________________________
 AF3446  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF3446  DYNAMIC HT  -           1.263 (meters)       4.14  (feet)  COMP
 AF3446  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 AF3446
 AF3446  VERT ORDER  -  SECOND    CLASS 0
 AF3446
 AF3446.The horizontal coordinates were scaled from a topographic map and have
 AF3446.an estimated accuracy of +/- 6 seconds.
 AF3446
 AF3446.The orthometric height was determined by differential leveling
 AF3446.and adjusted by the National Geodetic Survey in June 1991..
 AF3446
 AF3446.The geoid height was determined by GEOID03.
 AF3446
 AF3446.The dynamic height is computed by dividing the NAVD 88
 AF3446.geopotential number by the normal gravity value computed on the
 AF3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3446.degrees latitude (g = 980.6199 gals.).
 AF3446
 AF3446.The modeled gravity was interpolated from observed gravity values.
 AF3446
 AF3446;                    North         East    Units  Estimated Accuracy
 AF3446;SPC FL E     -   390,910.      254,330.      MT  (+/- 180 meters Scaled)
 AF3446
 AF3446                          SUPERSEDED SURVEY CONTROL
 AF3446
 AF3446  NGVD 29 (09/01/92)    1.697  (m)            5.57   (f) ADJUSTED    2 0
 AF3446
 AF3446.Superseded values are not recommended for survey control.
 AF3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3446.See file dsdata.txt to determine how the superseded data were derived.
 AF3446
 AF3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL543819(NAD 83)
 AF3446_MARKER: DJ = TIDAL STATION DISK
 AF3446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3446_SP_SET: CONCRETE BASE
 AF3446_STAMPING: NO 1 1969
 AF3446_MARK LOGO: CGS   
 AF3446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3446
 AF3446  HISTORY     - Date     Condition        Report By
 AF3446  HISTORY     - 1969     MONUMENTED       CGS
 AF3446  HISTORY     - 1970     GOOD             NGS
 AF3446  HISTORY     - 1971     GOOD             NGS
 AF3446  HISTORY     - 1979     GOOD             FLDNR
 AF3446  HISTORY     - 1980     GOOD             FLDNR
 AF3446  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 AF3446  HISTORY     - 19950116 MARK NOT FOUND   USPSQD
 AF3446  HISTORY     - 20030113 MARK NOT FOUND   USPSQD
 AF3446
 AF3446                          STATION DESCRIPTION
 AF3446
 AF3446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3446'16 MI S FROM MELBOURNE BEACH.
 AF3446'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AF3446'POST OFFICE AT SEBASTAIN INLET, ALONG THE NORTH SIDE OF SEBASTIAN
 AF3446'INLET, SET ON THE TOP OF THE CONCRETE BASE OF THE 7TH PIER
 AF3446'SOUTH OF THE NORTH END OF THE BRIDGE OVER THE INLET, 1.2 FEET
 AF3446'SOUTH OF THE NORTHEAST CORNER OF BASE OF PIER AND 10.6 FEET
 AF3446'NORTH OF THE SOUTH EDGE OF THE CONCRETE BASE, ABOUT 1 FOOT
 AF3446'ABOVE THE LEVEL OF THE GROUND.  SEC. 20, T30S, R39E.
 AF3446
 AF3446                          STATION RECOVERY (1971)
 AF3446
 AF3446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3446'RECOVERED IN GOOD CONDITION.
 AF3446
 AF3446                          STATION RECOVERY (1979)
 AF3446
 AF3446'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3446'RECOVERED IN GOOD CONDITION.
 AF3446
 AF3446                          STATION RECOVERY (1980)
 AF3446
 AF3446'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3446'RECOVERED IN GOOD CONDITION.
 AF3446
 AF3446                          STATION RECOVERY (1989)
 AF3446
 AF3446'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3446'MARK NOT FOUND.
 AF3446
 AF3446                          STATION RECOVERY (1995)
 AF3446
 AF3446'RECOVERY NOTE BY US POWER SQUADRON 1995
 AF3446'MARK NOT FOUND.
 AF3446
 AF3446                          STATION RECOVERY (2003)
 AF3446
 AF3446'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF3446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3447 ***********************************************************************
 AF3447  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3447  DESIGNATION -  872 2004 TIDAL 2
 AF3447  PID         -  AF3447
 AF3447  STATE/COUNTY-  FL/BREVARD
 AF3447  USGS QUAD   -  SEBASTIAN (1970)
 AF3447
 AF3447                         *CURRENT SURVEY CONTROL
 AF3447  ___________________________________________________________________
 AF3447* NAD 83(1986)-  27 51 40.     (N)    080 26 54.     (W)     SCALED    
 AF3447* NAVD 88     -         1.262  (meters)       4.14   (feet)  ADJUSTED  
 AF3447  ___________________________________________________________________
 AF3447  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF3447  DYNAMIC HT  -           1.260 (meters)       4.13  (feet)  COMP
 AF3447  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 AF3447
 AF3447  VERT ORDER  -  SECOND    CLASS 0
 AF3447
 AF3447.The horizontal coordinates were scaled from a topographic map and have
 AF3447.an estimated accuracy of +/- 6 seconds.
 AF3447
 AF3447.The orthometric height was determined by differential leveling
 AF3447.and adjusted by the National Geodetic Survey in June 1991..
 AF3447
 AF3447.This Tidal Bench Mark is designated as VM 5396
 AF3447.by the Center for Operational Oceanographic Products and Services.
 AF3447
 AF3447.The geoid height was determined by GEOID03.
 AF3447
 AF3447.The dynamic height is computed by dividing the NAVD 88
 AF3447.geopotential number by the normal gravity value computed on the
 AF3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3447.degrees latitude (g = 980.6199 gals.).
 AF3447
 AF3447.The modeled gravity was interpolated from observed gravity values.
 AF3447
 AF3447;                    North         East    Units  Estimated Accuracy
 AF3447;SPC FL E     -   390,940.      254,330.      MT  (+/- 180 meters Scaled)
 AF3447
 AF3447                          SUPERSEDED SURVEY CONTROL
 AF3447
 AF3447  NGVD 29 (09/01/92)    1.694  (m)            5.56   (f) ADJUSTED    2 0
 AF3447
 AF3447.Superseded values are not recommended for survey control.
 AF3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3447.See file dsdata.txt to determine how the superseded data were derived.
 AF3447
 AF3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL543819(NAD 83)
 AF3447_MARKER: DJ = TIDAL STATION DISK
 AF3447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF3447_SP_SET: BRIDGE PIER
 AF3447_STAMPING: NO 2 1969
 AF3447_MARK LOGO: CGS   
 AF3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3447
 AF3447  HISTORY     - Date     Condition        Report By
 AF3447  HISTORY     - 1969     MONUMENTED       CGS
 AF3447  HISTORY     - 1970     GOOD             NGS
 AF3447  HISTORY     - 1971     GOOD             NGS
 AF3447  HISTORY     - 1979     GOOD             FLDNR
 AF3447  HISTORY     - 1980     GOOD             FLDNR
 AF3447  HISTORY     - 1984     GOOD             FLDNR
 AF3447  HISTORY     - 1989     GOOD             USPSQD
 AF3447  HISTORY     - 20030113 GOOD             USPSQD
 AF3447
 AF3447                          STATION DESCRIPTION
 AF3447
 AF3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3447'16 MI S FROM MELBOURNE BEACH.
 AF3447'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE POST
 AF3447'OFFICE AT MELBOURNE BEACH, ALONG THE NORTH SHORE OF SEBASTIAN
 AF3447'INLET, SET ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 AF3447'BASE FOR THE 6TH PIER SOUTH OF THE NORTH END OF THE HIGHWAY
 AF3447'BRIDGE OVER THE INLET, 10.5 FEET NORTH OF THE SOUTH EDGE OF THE
 AF3447'BASE AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE.
 AF3447'SEC. 20, T30S, R39E.
 AF3447
 AF3447                          STATION RECOVERY (1971)
 AF3447
 AF3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1979)
 AF3447
 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1980)
 AF3447
 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1984)
 AF3447
 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1989)
 AF3447
 AF3447'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (2003)
 AF3447
 AF3447'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF3447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3497 ***********************************************************************
 AF3497  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3497  DESIGNATION -  872 2029 TIDAL 1
 AF3497  PID         -  AF3497
 AF3497  STATE/COUNTY-  FL/INDIAN RIVER
 AF3497  USGS QUAD   -  SEBASTIAN (1970)
 AF3497
 AF3497                         *CURRENT SURVEY CONTROL
 AF3497  ___________________________________________________________________
 AF3497* NAD 83(1986)-  27 48 37.     (N)    080 27 51.     (W)     SCALED    
 AF3497* NAVD 88     -         1.149  (meters)       3.77   (feet)  ADJUSTED  
 AF3497  ___________________________________________________________________
 AF3497  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AF3497  DYNAMIC HT  -           1.148 (meters)       3.77  (feet)  COMP
 AF3497  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AF3497
 AF3497  VERT ORDER  -  SECOND    CLASS 0
 AF3497
 AF3497.The horizontal coordinates were scaled from a topographic map and have
 AF3497.an estimated accuracy of +/- 6 seconds.
 AF3497
 AF3497.The orthometric height was determined by differential leveling
 AF3497.and adjusted by the National Geodetic Survey in June 1991..
 AF3497
 AF3497.This Tidal Bench Mark is designated as VM 5400
 AF3497.by the Center for Operational Oceanographic Products and Services.
 AF3497
 AF3497.The geoid height was determined by GEOID03.
 AF3497
 AF3497.The dynamic height is computed by dividing the NAVD 88
 AF3497.geopotential number by the normal gravity value computed on the
 AF3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3497.degrees latitude (g = 980.6199 gals.).
 AF3497
 AF3497.The modeled gravity was interpolated from observed gravity values.
 AF3497
 AF3497;                    North         East    Units  Estimated Accuracy
 AF3497;SPC FL E     -   385,300.      252,800.      MT  (+/- 180 meters Scaled)
 AF3497
 AF3497                          SUPERSEDED SURVEY CONTROL
 AF3497
 AF3497  NGVD 29 (09/01/92)    1.588  (m)            5.21   (f) ADJUSTED    2 0
 AF3497
 AF3497.Superseded values are not recommended for survey control.
 AF3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3497.See file dsdata.txt to determine how the superseded data were derived.
 AF3497
 AF3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL527763(NAD 83)
 AF3497_MARKER: DJ = TIDAL STATION DISK
 AF3497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3497_SP_SET: SEAWALL
 AF3497_STAMPING: NO 1 1969
 AF3497_MARK LOGO: CGS   
 AF3497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3497+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 AF3497
 AF3497  HISTORY     - Date     Condition        Report By
 AF3497  HISTORY     - 1969     MONUMENTED       CGS
 AF3497  HISTORY     - 1970     GOOD             NGS
 AF3497  HISTORY     - 1971     GOOD             NGS
 AF3497  HISTORY     - 1979     GOOD             FLDNR
 AF3497  HISTORY     - 1980     GOOD             FLDNR
 AF3497  HISTORY     - 1989     GOOD             USPSQD
 AF3497  HISTORY     - 19940718 GOOD             USPSQD
 AF3497  HISTORY     - 19961205 GOOD             USPSQD
 AF3497  HISTORY     - 19980226 GOOD             USPSQD
 AF3497  HISTORY     - 20011111 GOOD             USPSQD
 AF3497  HISTORY     - 20060517 GOOD             USPSQD
 AF3497
 AF3497                          STATION DESCRIPTION
 AF3497
 AF3497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3497'AT SEBASTIAN.
 AF3497'AT SEBASTIAN, ABOUT 0.1 MILE EAST ALONG CLEVELAND STREET FROM
 AF3497'THE POST OFFICE, AT THE SEBASTIAN HIGHLANDS YATCH CLUB, ALONG
 AF3497'THE SOUTH SIDE OF THE BOAT LANDING SLIP, SET IN THE TOP OF THE
 AF3497'NORTH END OF THE SEAWALL WHICH IS ALONG THE RIVER BANK, 96 FEET
 AF3497'SOUTHEAST OF THE SOUTHEAST CORNER OF THE YATCH CLUB BUILDING,
 AF3497'1.1 FEET SOUTH OF THE NORTH END OF THE WALL AND LEVEL WITH THE
 AF3497'GROUND WEST OF THE WALL.
 AF3497
 AF3497                          STATION RECOVERY (1971)
 AF3497
 AF3497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1979)
 AF3497
 AF3497'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1980)
 AF3497
 AF3497'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1989)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1994)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1996)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1998)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (2001)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3497'OLD POST OFFICE NOW AN ACE HARDWARE STORE.
 AF3497'SEBASTIAN HIGHLAND YATCH CLUB NOW NAMED SEBASTIAN YATCH CLUB
 AF3497
 AF3497                          STATION RECOVERY (2006)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRF)
 AF3497'RECOVERED AT THESE LAT/LONGS -
 AF3497'N27 48.662
 AF3497'W080 27.858
 AF3497'BENCH MARK LOCATED 54 INCHES TO TOP OF THE WATER
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3498 ***********************************************************************
 AF3498  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3498  DESIGNATION -  872 2029 TIDAL 2
 AF3498  PID         -  AF3498
 AF3498  STATE/COUNTY-  FL/INDIAN RIVER
 AF3498  USGS QUAD   -  SEBASTIAN (1970)
 AF3498
 AF3498                         *CURRENT SURVEY CONTROL
 AF3498  ___________________________________________________________________
 AF3498* NAD 83(1986)-  27 48 40.     (N)    080 27 52.     (W)     SCALED    
 AF3498* NAVD 88     -         1.168  (meters)       3.83   (feet)  ADJUSTED  
 AF3498  ___________________________________________________________________
 AF3498  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AF3498  DYNAMIC HT  -           1.166 (meters)       3.83  (feet)  COMP
 AF3498  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AF3498
 AF3498  VERT ORDER  -  FIRST     CLASS II
 AF3498
 AF3498.The horizontal coordinates were scaled from a topographic map and have
 AF3498.an estimated accuracy of +/- 6 seconds.
 AF3498
 AF3498.The orthometric height was determined by differential leveling
 AF3498.and adjusted by the National Geodetic Survey in May 1994..
 AF3498
 AF3498.This Tidal Bench Mark is designated as VM 5401
 AF3498.by the Center for Operational Oceanographic Products and Services.
 AF3498
 AF3498.The geoid height was determined by GEOID03.
 AF3498
 AF3498.The dynamic height is computed by dividing the NAVD 88
 AF3498.geopotential number by the normal gravity value computed on the
 AF3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3498.degrees latitude (g = 980.6199 gals.).
 AF3498
 AF3498.The modeled gravity was interpolated from observed gravity values.
 AF3498
 AF3498;                    North         East    Units  Estimated Accuracy
 AF3498;SPC FL E     -   385,390.      252,770.      MT  (+/- 180 meters Scaled)
 AF3498
 AF3498                          SUPERSEDED SURVEY CONTROL
 AF3498
 AF3498  NAVD 88 (06/15/91)    1.160  (m)            3.81   (f) UNKNOWN     1 2
 AF3498  NGVD 29 (09/01/92)    1.601  (m)            5.25   (f) ADJUSTED    1 2
 AF3498
 AF3498.Superseded values are not recommended for survey control.
 AF3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3498.See file dsdata.txt to determine how the superseded data were derived.
 AF3498
 AF3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL527763(NAD 83)
 AF3498_MARKER: DB = BENCH MARK DISK
 AF3498_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF3498_SP_SET: RETAINING WALL
 AF3498_STAMPING: NO 2 1969
 AF3498_MARK LOGO: CGS   
 AF3498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3498+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 AF3498
 AF3498  HISTORY     - Date     Condition        Report By
 AF3498  HISTORY     - 1969     MONUMENTED       CGS
 AF3498  HISTORY     - 1970     GOOD             NGS
 AF3498  HISTORY     - 1971     GOOD             NGS
 AF3498  HISTORY     - 1979     GOOD             FLDNR
 AF3498  HISTORY     - 1980     GOOD             FLDNR
 AF3498  HISTORY     - 1989     GOOD             USPSQD
 AF3498  HISTORY     - 19910208 GOOD             NGS
 AF3498  HISTORY     - 19961205 GOOD             USPSQD
 AF3498  HISTORY     - 19980226 GOOD             USPSQD
 AF3498  HISTORY     - 20011011 GOOD             USPSQD
 AF3498  HISTORY     - 20060517 GOOD             USPSQD
 AF3498
 AF3498                          STATION DESCRIPTION
 AF3498
 AF3498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3498'AT SEBASTIAN.
 AF3498'AT SEBASTIAN, 0.05 MILE EAST ALONG CLEVELAND STREET FROM THE
 AF3498'POST OFFICE, NEAR THE ENTRANCE DRIVE TO THE SEBASTIAN HIGHLANDS
 AF3498'YACHT CLUB, SET ON THE TOP OF THE WEST END OF THE CONCRETE
 AF3498'SEAWALL WHICH IS ALONG THE NORTH SIDE OF A PARKING AREA AND
 AF3498'THE CLUB HOUSE, 41 FEET EAST OF THE CENTER LINE OF INDIAN RIVER
 AF3498'DRIVE, 1 FOOT EAST OF THE WEST END OF THE WALL, 9 FEET NORTH
 AF3498'OF THE NORTH EDGE OF A BLACK TOPPED PARKING AREA AND LEVEL WITH
 AF3498'THE DRIVE.
 AF3498
 AF3498                          STATION RECOVERY (1971)
 AF3498
 AF3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1979)
 AF3498
 AF3498'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1980)
 AF3498
 AF3498'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1989)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1991)
 AF3498
 AF3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3498'IN SEBASTIAN, AT THE INTERSECTION OF INDIAN RIVER DRIVE AND CLEVELAND
 AF3498'STREET, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 AF3498'OF A CONCRETE RETAINING WALL ALONG THE NORTH SIDE OF A PARKING LOT,
 AF3498'12.4 M (40.7 FT) NORTHEAST OF AND LEVEL WITH THE DRIVE CENTERLINE,
 AF3498'12.2 M (40.0 FT) SOUTHEAST OF THE EXTENDED STREET CENTER, AND 1.6 M
 AF3498'(5.2 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY WIRES.
 AF3498
 AF3498                          STATION RECOVERY (1996)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1998)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (2001)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3498'OLD POST OFFICE NOW AN ACE HARDWARE STORE.
 AF3498'SEBASTIAN HIGHLANDS YATCH CLUB NOW CALLED SEBASTIAN YATCH CLUB.
 AF3498
 AF3498                          STATION RECOVERY (2006)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRF)
 AF3498'RECOVERED AT THESE LAT/LONGS -
 AF3498'N27 48.663
 AF3498'W080 27.905
 AF3498'THIS IS A TIDAL BENCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3502 ***********************************************************************
 AF3502  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3502  DESIGNATION -  872 2029 TIDAL 3
 AF3502  PID         -  AF3502
 AF3502  STATE/COUNTY-  FL/INDIAN RIVER
 AF3502  USGS QUAD   -  SEBASTIAN (1970)
 AF3502
 AF3502                         *CURRENT SURVEY CONTROL
 AF3502  ___________________________________________________________________
 AF3502* NAD 83(1986)-  27 48 43.     (N)    080 27 55.     (W)     SCALED    
 AF3502* NAVD 88     -         2.672  (meters)       8.77   (feet)  ADJUSTED  
 AF3502  ___________________________________________________________________
 AF3502  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AF3502  DYNAMIC HT  -           2.668 (meters)       8.75  (feet)  COMP
 AF3502  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AF3502
 AF3502  VERT ORDER  -  SECOND    CLASS 0
 AF3502
 AF3502.The horizontal coordinates were scaled from a topographic map and have
 AF3502.an estimated accuracy of +/- 6 seconds.
 AF3502
 AF3502.The orthometric height was determined by differential leveling
 AF3502.and adjusted by the National Geodetic Survey in June 1991..
 AF3502
 AF3502.This Tidal Bench Mark is designated as VM 5402
 AF3502.by the Center for Operational Oceanographic Products and Services.
 AF3502
 AF3502.The geoid height was determined by GEOID03.
 AF3502
 AF3502.The dynamic height is computed by dividing the NAVD 88
 AF3502.geopotential number by the normal gravity value computed on the
 AF3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3502.degrees latitude (g = 980.6199 gals.).
 AF3502
 AF3502.The modeled gravity was interpolated from observed gravity values.
 AF3502
 AF3502;                    North         East    Units  Estimated Accuracy
 AF3502;SPC FL E     -   385,490.      252,690.      MT  (+/- 180 meters Scaled)
 AF3502
 AF3502                          SUPERSEDED SURVEY CONTROL
 AF3502
 AF3502  NGVD 29 (09/01/92)    3.112  (m)           10.21   (f) ADJUSTED    2 0
 AF3502
 AF3502.Superseded values are not recommended for survey control.
 AF3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3502.See file dsdata.txt to determine how the superseded data were derived.
 AF3502
 AF3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL526764(NAD 83)
 AF3502_MARKER: DJ = TIDAL STATION DISK
 AF3502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3502_SP_SET: SIDEWALK
 AF3502_STAMPING: NO 3 1969
 AF3502_MARK LOGO: CGS   
 AF3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3502+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 AF3502
 AF3502  HISTORY     - Date     Condition        Report By
 AF3502  HISTORY     - 1969     MONUMENTED       CGS
 AF3502  HISTORY     - 1970     GOOD             NGS
 AF3502  HISTORY     - 1971     GOOD             NGS
 AF3502  HISTORY     - 1979     GOOD             FLDNR
 AF3502  HISTORY     - 1980     GOOD             FLDNR
 AF3502  HISTORY     - 1989     GOOD             USPSQD
 AF3502  HISTORY     - 19940718 GOOD             USPSQD
 AF3502  HISTORY     - 19961205 GOOD             USPSQD
 AF3502  HISTORY     - 20010412 GOOD             USPSQD
 AF3502  HISTORY     - 20030123 GOOD             USPSQD
 AF3502
 AF3502                          STATION DESCRIPTION
 AF3502
 AF3502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3502'AT SEBASTIAN.
 AF3502'AT SEBASTIAN, ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM
 AF3502'THE CITY HALL, THENCE 0.05 MILE EAST ALONG CLEVELAND STREET,
 AF3502'AT THE POST OFFICE, SET IN THE TOP OF THE SOUTHWEST CORNER OF
 AF3502'A CONCRETE WALK WHICH IS ALONG THE NORTH SIDE OF THE POST OFFICE,
 AF3502'50 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 5.8 FEET WEST
 AF3502'OF THE NORTHWEST CORNER OF THE POST OFFICE BUILDING, 2.8 FEET
 AF3502'NORTH OF A FLAGPOLE, 1.3 FEET NORTHEAST OF THE SOUTHWEST CORNER
 AF3502'OF THE WALK AND 3 FEET ABOVE THE LEVEL OF THE STREET.
 AF3502
 AF3502                          STATION RECOVERY (1971)
 AF3502
 AF3502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1979)
 AF3502
 AF3502'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1980)
 AF3502
 AF3502'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1989)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1994)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1996)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (2001)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3502'OLD POST OFFICE BUILDING IS NOW A HARDWARE STORE
 AF3502
 AF3502                          STATION RECOVERY (2003)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF3502'DGPS READING FOR THIS MARKER IS  N 27 46 645  W 080 27 963.
 AF3502' 
 AF3502'STAMPING ON THE MARKER READ  NO3 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3499 ***********************************************************************
 AF3499  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3499  DESIGNATION -  872 2029 TIDAL 4
 AF3499  PID         -  AF3499
 AF3499  STATE/COUNTY-  FL/INDIAN RIVER
 AF3499  USGS QUAD   -  SEBASTIAN (1970)
 AF3499
 AF3499                         *CURRENT SURVEY CONTROL
 AF3499  ___________________________________________________________________
 AF3499* NAD 83(1986)-  27 48 37.     (N)    080 27 51.     (W)     SCALED    
 AF3499* NAVD 88     -         2.718  (meters)       8.92   (feet)  ADJUSTED  
 AF3499  ___________________________________________________________________
 AF3499  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AF3499  DYNAMIC HT  -           2.714 (meters)       8.90  (feet)  COMP
 AF3499  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AF3499
 AF3499  VERT ORDER  -  SECOND    CLASS 0
 AF3499
 AF3499.The horizontal coordinates were scaled from a topographic map and have
 AF3499.an estimated accuracy of +/- 6 seconds.
 AF3499
 AF3499.The orthometric height was determined by differential leveling
 AF3499.and adjusted by the National Geodetic Survey in June 1991..
 AF3499
 AF3499.This Tidal Bench Mark is designated as VM 5403
 AF3499.by the Center for Operational Oceanographic Products and Services.
 AF3499
 AF3499.The geoid height was determined by GEOID03.
 AF3499
 AF3499.The dynamic height is computed by dividing the NAVD 88
 AF3499.geopotential number by the normal gravity value computed on the
 AF3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3499.degrees latitude (g = 980.6199 gals.).
 AF3499
 AF3499.The modeled gravity was interpolated from observed gravity values.
 AF3499
 AF3499;                    North         East    Units  Estimated Accuracy
 AF3499;SPC FL E     -   385,300.      252,800.      MT  (+/- 180 meters Scaled)
 AF3499
 AF3499                          SUPERSEDED SURVEY CONTROL
 AF3499
 AF3499  NGVD 29 (09/01/92)    3.159  (m)           10.36   (f) ADJUSTED    2 0
 AF3499
 AF3499.Superseded values are not recommended for survey control.
 AF3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3499.See file dsdata.txt to determine how the superseded data were derived.
 AF3499
 AF3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL527763(NAD 83)
 AF3499_MARKER: DJ = TIDAL STATION DISK
 AF3499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3499_SP_SET: PLATFORM
 AF3499_STAMPING: NO 4 1969
 AF3499_MARK LOGO: CGS   
 AF3499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3499
 AF3499  HISTORY     - Date     Condition        Report By
 AF3499  HISTORY     - 1969     MONUMENTED       CGS
 AF3499  HISTORY     - 1970     GOOD             NGS
 AF3499  HISTORY     - 1971     GOOD             NGS
 AF3499  HISTORY     - 1979     GOOD             FLDNR
 AF3499  HISTORY     - 1980     GOOD             FLDNR
 AF3499  HISTORY     - 1989     GOOD             USPSQD
 AF3499  HISTORY     - 19940718 GOOD             USPSQD
 AF3499  HISTORY     - 19961205 GOOD             USPSQD
 AF3499  HISTORY     - 19980226 POOR             USPSQD
 AF3499  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AF3499
 AF3499                          STATION DESCRIPTION
 AF3499
 AF3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3499'AT SEBASTIAN.
 AF3499'AT SEBASTIAN, ALONG CLEVELAND STREET, ABOUT 0.05 MILE EAST ALONG
 AF3499'CLEVELAND STREET FROM THE JUNCTION OF U.S. HIGHWAY 1, SET ON
 AF3499'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE LOADING PLATFORM
 AF3499'ALONG THE SOUTH SIDE OF THE POST OFFICE BUILDING, 1.3 FEET
 AF3499'NORTHWEST OF THE SOUTHEAST CORNER OF THE PLATFORM, 2 1/2 FEET
 AF3499'ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE
 AF3499'STREET.
 AF3499
 AF3499                          STATION RECOVERY (1971)
 AF3499
 AF3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1979)
 AF3499
 AF3499'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1980)
 AF3499
 AF3499'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1989)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1994)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1996)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1998)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3499'MARK RECOVERED IN POOR CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (2001)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3499'OLD POST OFFICE NOW AN ACE HARDWARE STORE.
 AF3499'MARKER INSIDE THE STORE. OWNER STATED THAT HE KNOWS THE MARKER IS
 AF3499'THERE. USPS MEMBERS DID NOT ACTUALLY SEE THE MARKER.
 AF3499' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3495 ***********************************************************************
 AF3495  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3495  DESIGNATION -  872 2029 TIDAL 5
 AF3495  PID         -  AF3495
 AF3495  STATE/COUNTY-  FL/INDIAN RIVER
 AF3495  USGS QUAD   -  SEBASTIAN (1970)
 AF3495
 AF3495                         *CURRENT SURVEY CONTROL
 AF3495  ___________________________________________________________________
 AF3495* NAD 83(1986)-  27 48 34.     (N)    080 27 50.     (W)     SCALED    
 AF3495* NAVD 88     -         1.123  (meters)       3.68   (feet)  ADJUSTED  
 AF3495  ___________________________________________________________________
 AF3495  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AF3495  DYNAMIC HT  -           1.122 (meters)       3.68  (feet)  COMP
 AF3495  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 AF3495
 AF3495  VERT ORDER  -  SECOND    CLASS 0
 AF3495
 AF3495.The horizontal coordinates were scaled from a topographic map and have
 AF3495.an estimated accuracy of +/- 6 seconds.
 AF3495
 AF3495.The orthometric height was determined by differential leveling
 AF3495.and adjusted by the National Geodetic Survey in June 1991..
 AF3495
 AF3495.This Tidal Bench Mark is designated as VM 5404
 AF3495.by the Center for Operational Oceanographic Products and Services.
 AF3495
 AF3495.The geoid height was determined by GEOID03.
 AF3495
 AF3495.The dynamic height is computed by dividing the NAVD 88
 AF3495.geopotential number by the normal gravity value computed on the
 AF3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3495.degrees latitude (g = 980.6199 gals.).
 AF3495
 AF3495.The modeled gravity was interpolated from observed gravity values.
 AF3495
 AF3495;                    North         East    Units  Estimated Accuracy
 AF3495;SPC FL E     -   385,210.      252,820.      MT  (+/- 180 meters Scaled)
 AF3495
 AF3495                          SUPERSEDED SURVEY CONTROL
 AF3495
 AF3495  NGVD 29 (09/01/92)    1.564  (m)            5.13   (f) ADJUSTED    2 0
 AF3495
 AF3495.Superseded values are not recommended for survey control.
 AF3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3495.See file dsdata.txt to determine how the superseded data were derived.
 AF3495
 AF3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL528762(NAD 83)
 AF3495_MARKER: DJ = TIDAL STATION DISK
 AF3495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3495_SP_SET: SEAWALL
 AF3495_STAMPING: NO 5 1969
 AF3495_MARK LOGO: CGS   
 AF3495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3495
 AF3495  HISTORY     - Date     Condition        Report By
 AF3495  HISTORY     - 1969     MONUMENTED       CGS
 AF3495  HISTORY     - 1970     GOOD             NGS
 AF3495  HISTORY     - 1971     GOOD             NGS
 AF3495  HISTORY     - 1979     GOOD             FLDNR
 AF3495  HISTORY     - 1980     GOOD             FLDNR
 AF3495  HISTORY     - 1989     GOOD             USPSQD
 AF3495  HISTORY     - 19940718 GOOD             USPSQD
 AF3495  HISTORY     - 19961205 GOOD             USPSQD
 AF3495  HISTORY     - 19980226 GOOD             USPSQD
 AF3495  HISTORY     - 20011011 GOOD             USPSQD
 AF3495  HISTORY     - 20060517 GOOD             USPSQD
 AF3495
 AF3495                          STATION DESCRIPTION
 AF3495
 AF3495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3495'AT SEBASTIAN.
 AF3495'AT SEBASTIAN, 0.05 MILE EAST ALONG CLEVELAND STREET FROM THE
 AF3495'POST OFFICE, AT THE ENTRANCE DRIVE TO THE SEBASTIAN HIGHLANDS
 AF3495'YATCH CLUB, ABOUT 50 YARD SOUTH OF THE JUNCTION OF CLEVELAND
 AF3495'STREET AND INDIAN RIVER DRIVE, SET ON THE TOP OF THE WEST END
 AF3495'OF THE OLD SEAWALL WHICH IS ALONG THE SOUTH SIDE OF A PARKING
 AF3495'AREA, 40 FEET EAST OF THE CENTER LINE OF INDIAN RIVER DRIVE,
 AF3495'11.6 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING AREA, 1 FOOT
 AF3495'EAST OF THE WEST END OF THE WALL AND ABOUT LEVEL WITH THE
 AF3495'PARKING AREA AND THE DRIVE.
 AF3495
 AF3495                          STATION RECOVERY (1971)
 AF3495
 AF3495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1979)
 AF3495
 AF3495'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1980)
 AF3495
 AF3495'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1989)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1994)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1996)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1998)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (2001)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3495'NAME OF SEBASTIAN HIGHLANDS YATCH CLUB CHANGED TO SEBASTIAN YATCH CLUB
 AF3495'ONLY.
 AF3495
 AF3495                          STATION RECOVERY (2006)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRF)
 AF3495'RECOVERED AT THESE LAT/LONGS -
 AF3495'N27 48.629
 AF3495'W080 27.901
 AF3495'THIS IS A TIDAL BENCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6799 ***********************************************************************
 AF6799  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6799  DESIGNATION -  872 2059 TIDAL 1
 AF6799  PID         -  AF6799
 AF6799  STATE/COUNTY-  FL/INDIAN RIVER
 AF6799  USGS QUAD   -  SEBASTIAN (1970)
 AF6799
 AF6799                         *CURRENT SURVEY CONTROL
 AF6799  ___________________________________________________________________
 AF6799* NAD 83(1986)-  27 45 16.     (N)    080 25 40.     (W)     SCALED    
 AF6799* NAVD 88     -         1.001  (meters)       3.28   (feet)  ADJUSTED  
 AF6799  ___________________________________________________________________
 AF6799  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AF6799  DYNAMIC HT  -           1.000 (meters)       3.28  (feet)  COMP
 AF6799  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 AF6799
 AF6799  VERT ORDER  -  SECOND    CLASS I
 AF6799
 AF6799.The horizontal coordinates were scaled from a topographic map and have
 AF6799.an estimated accuracy of +/- 6 seconds.
 AF6799
 AF6799.The orthometric height was determined by differential leveling
 AF6799.and adjusted by the National Geodetic Survey in June 1991..
 AF6799
 AF6799.This Tidal Bench Mark is designated as VM 5406
 AF6799.by the Center for Operational Oceanographic Products and Services.
 AF6799
 AF6799.The geoid height was determined by GEOID03.
 AF6799
 AF6799.The dynamic height is computed by dividing the NAVD 88
 AF6799.geopotential number by the normal gravity value computed on the
 AF6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6799.degrees latitude (g = 980.6199 gals.).
 AF6799
 AF6799.The modeled gravity was interpolated from observed gravity values.
 AF6799
 AF6799;                    North         East    Units  Estimated Accuracy
 AF6799;SPC FL E     -   379,130.      256,410.      MT  (+/- 180 meters Scaled)
 AF6799
 AF6799                          SUPERSEDED SURVEY CONTROL
 AF6799
 AF6799  NGVD 29 (09/01/92)    1.449  (m)            4.75   (f) ADJUSTED    2 1
 AF6799
 AF6799.Superseded values are not recommended for survey control.
 AF6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6799.See file dsdata.txt to determine how the superseded data were derived.
 AF6799
 AF6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL563701(NAD 83)
 AF6799_MARKER: DJ = TIDAL STATION DISK
 AF6799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6799_SP_SET: CONCRETE WINGWALL
 AF6799_STAMPING: NO 1 1972
 AF6799_MARK LOGO: CGS   
 AF6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6799+STABILITY: SURFACE MOTION
 AF6799
 AF6799  HISTORY     - Date     Condition        Report By
 AF6799  HISTORY     - 1972     MONUMENTED       NOS
 AF6799  HISTORY     - 1979     GOOD             FLDNR
 AF6799  HISTORY     - 1984     GOOD             FLDNR
 AF6799  HISTORY     - 1988     GOOD             USPSQD
 AF6799  HISTORY     - 19940712 GOOD             USPSQD
 AF6799  HISTORY     - 19960115 GOOD             USPSQD
 AF6799  HISTORY     - 19971016 GOOD             USPSQD
 AF6799  HISTORY     - 20010517 GOOD             USPSQD
 AF6799
 AF6799                          STATION DESCRIPTION
 AF6799
 AF6799'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6799'0.7 MI EAST FROM WABASSO.
 AF6799'BEGIN AT THE JUNCTION OF STATE HIGHWAY 510 AND US HIGHWAY 1 IN
 AF6799'WABASSO, PROCEED EAST 0.7 MILES ALONG HIGHWAY 510 TO THE SECOND OF
 AF6799'THREE FLAT BRIDGES OVER THE INDIAN RIVER AND THE MARK. THE MARK BEARS
 AF6799'132 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT, 78 FEET SOUTH OF THE
 AF6799'HIGHWAY CENTERLINE, AND 4 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AF6799'WING WALL.
 AF6799
 AF6799                          STATION RECOVERY (1984)
 AF6799
 AF6799'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1988)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1994)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1996)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1997)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (2001)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6798 ***********************************************************************
 AF6798  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6798  DESIGNATION -  872 2059 TIDAL 2
 AF6798  PID         -  AF6798
 AF6798  STATE/COUNTY-  FL/INDIAN RIVER
 AF6798  USGS QUAD   -  SEBASTIAN (1970)
 AF6798
 AF6798                         *CURRENT SURVEY CONTROL
 AF6798  ___________________________________________________________________
 AF6798* NAD 83(1986)-  27 45 16.     (N)    080 25 40.     (W)     SCALED    
 AF6798* NAVD 88     -         1.015  (meters)       3.33   (feet)  ADJUSTED  
 AF6798  ___________________________________________________________________
 AF6798  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AF6798  DYNAMIC HT  -           1.013 (meters)       3.32  (feet)  COMP
 AF6798  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 AF6798
 AF6798  VERT ORDER  -  SECOND    CLASS I
 AF6798
 AF6798.The horizontal coordinates were scaled from a topographic map and have
 AF6798.an estimated accuracy of +/- 6 seconds.
 AF6798
 AF6798.The orthometric height was determined by differential leveling
 AF6798.and adjusted by the National Geodetic Survey in June 1991..
 AF6798
 AF6798.This Tidal Bench Mark is designated as VM 5407
 AF6798.by the Center for Operational Oceanographic Products and Services.
 AF6798
 AF6798.The geoid height was determined by GEOID03.
 AF6798
 AF6798.The dynamic height is computed by dividing the NAVD 88
 AF6798.geopotential number by the normal gravity value computed on the
 AF6798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6798.degrees latitude (g = 980.6199 gals.).
 AF6798
 AF6798.The modeled gravity was interpolated from observed gravity values.
 AF6798
 AF6798;                    North         East    Units  Estimated Accuracy
 AF6798;SPC FL E     -   379,130.      256,410.      MT  (+/- 180 meters Scaled)
 AF6798
 AF6798                          SUPERSEDED SURVEY CONTROL
 AF6798
 AF6798  NGVD 29 (09/01/92)    1.463  (m)            4.80   (f) ADJUSTED    2 1
 AF6798
 AF6798.Superseded values are not recommended for survey control.
 AF6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6798.See file dsdata.txt to determine how the superseded data were derived.
 AF6798
 AF6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL563701(NAD 83)
 AF6798_MARKER: DJ = TIDAL STATION DISK
 AF6798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6798_SP_SET: CONCRETE WINGWALL
 AF6798_STAMPING: NO 2 1972
 AF6798_MARK LOGO: NOS   
 AF6798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6798+STABILITY: SURFACE MOTION
 AF6798
 AF6798  HISTORY     - Date     Condition        Report By
 AF6798  HISTORY     - 1972     MONUMENTED       NOS
 AF6798  HISTORY     - 1979     GOOD             FLDNR
 AF6798  HISTORY     - 1984     GOOD             FLDNR
 AF6798  HISTORY     - 1988     GOOD             USPSQD
 AF6798  HISTORY     - 19940712 GOOD             USPSQD
 AF6798  HISTORY     - 19960115 GOOD             USPSQD
 AF6798  HISTORY     - 19971016 GOOD             USPSQD
 AF6798  HISTORY     - 20010517 GOOD             USPSQD
 AF6798
 AF6798                          STATION DESCRIPTION
 AF6798
 AF6798'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6798'0.7 MI EAST FROM WABASSO.
 AF6798'BEGIN AT THE JUNCTION OF STATE HIGHWAY 510 AND US HIGHWAY 1 IN
 AF6798'WABASSO, PROCEED EAST 0.7 MILES ALONG HIGHWAY 510 TO THE SECOND OF
 AF6798'THREE FLAT BRIDGES OVER THE INDIAN RIVER AND THE MARK. THE MARK IS SET
 AF6798'FLUSH IN THE SOUTHEAST CORNER OF THE WINGWALL, 39.6 FEET SOUTH OF THE
 AF6798'SOUTHSIDE OF THE CONCRETE CATWALK BELOW THE BRIDGE AND ON THE SOUTH
 AF6798'WINGWALL OF THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 AF6798
 AF6798                          STATION RECOVERY (1984)
 AF6798
 AF6798'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1988)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1994)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1996)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1997)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (2001)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6797 ***********************************************************************
 AF6797  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6797  DESIGNATION -  872 2059 TIDAL 3
 AF6797  PID         -  AF6797
 AF6797  STATE/COUNTY-  FL/INDIAN RIVER
 AF6797  USGS QUAD   -  SEBASTIAN (1970)
 AF6797
 AF6797                         *CURRENT SURVEY CONTROL
 AF6797  ___________________________________________________________________
 AF6797* NAD 83(1986)-  27 45 16.     (N)    080 25 40.     (W)     SCALED    
 AF6797* NAVD 88     -         1.002  (meters)       3.29   (feet)  ADJUSTED  
 AF6797  ___________________________________________________________________
 AF6797  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AF6797  DYNAMIC HT  -           1.000 (meters)       3.28  (feet)  COMP
 AF6797  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 AF6797
 AF6797  VERT ORDER  -  SECOND    CLASS I
 AF6797
 AF6797.The horizontal coordinates were scaled from a topographic map and have
 AF6797.an estimated accuracy of +/- 6 seconds.
 AF6797
 AF6797.The orthometric height was determined by differential leveling
 AF6797.and adjusted by the National Geodetic Survey in June 1991..
 AF6797
 AF6797.This Tidal Bench Mark is designated as VM 5408
 AF6797.by the Center for Operational Oceanographic Products and Services.
 AF6797
 AF6797.The geoid height was determined by GEOID03.
 AF6797
 AF6797.The dynamic height is computed by dividing the NAVD 88
 AF6797.geopotential number by the normal gravity value computed on the
 AF6797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6797.degrees latitude (g = 980.6199 gals.).
 AF6797
 AF6797.The modeled gravity was interpolated from observed gravity values.
 AF6797
 AF6797;                    North         East    Units  Estimated Accuracy
 AF6797;SPC FL E     -   379,130.      256,410.      MT  (+/- 180 meters Scaled)
 AF6797
 AF6797                          SUPERSEDED SURVEY CONTROL
 AF6797
 AF6797  NGVD 29 (09/01/92)    1.450  (m)            4.76   (f) ADJUSTED    2 1
 AF6797
 AF6797.Superseded values are not recommended for survey control.
 AF6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6797.See file dsdata.txt to determine how the superseded data were derived.
 AF6797
 AF6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL563701(NAD 83)
 AF6797_MARKER: DJ = TIDAL STATION DISK
 AF6797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6797_SP_SET: CONCRETE WINGWALL
 AF6797_STAMPING: NO 3 1972
 AF6797_MARK LOGO: NOS   
 AF6797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6797+STABILITY: SURFACE MOTION
 AF6797
 AF6797  HISTORY     - Date     Condition        Report By
 AF6797  HISTORY     - 1972     MONUMENTED       NOS
 AF6797  HISTORY     - 1979     GOOD             FLDNR
 AF6797  HISTORY     - 1984     GOOD             FLDNR
 AF6797  HISTORY     - 1988     GOOD             USPSQD
 AF6797  HISTORY     - 19940712 GOOD             USPSQD
 AF6797  HISTORY     - 19960115 GOOD             USPSQD
 AF6797  HISTORY     - 19971016 GOOD             USPSQD
 AF6797  HISTORY     - 20010517 GOOD             USPSQD
 AF6797
 AF6797                          STATION DESCRIPTION
 AF6797
 AF6797'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6797'0.7 MI EAST FROM WABASSO.
 AF6797'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 510 AND US HIGHWAY 1 IN
 AF6797'WABASSO, PROCEED EAST 0.7 MILES ALONG HIGHWAY 510 TO THE SECOND OF
 AF6797'THREE FLAT BRIDGES OVER THE INDIAN RIVER AND THE MARK. THE MARK IS SET
 AF6797'FLUSH IN THE WING WALL, 31.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 AF6797'THE BRIDGE, 12.0 FEET NORTH OF THE CENTERLINE OF THE CONCRETE CATWALK
 AF6797'BELOW THE BRIDGE AND EAST OF THE WING WALL OF THE SOUTHEAST ABUTMENT
 AF6797'OF THE BRIDGE.
 AF6797
 AF6797                          STATION RECOVERY (1984)
 AF6797
 AF6797'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1988)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1994)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1996)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1997)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (2001)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6931 ***********************************************************************
 AF6931  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6931  DESIGNATION -  872 2125 A TIDAL
 AF6931  PID         -  AF6931
 AF6931  STATE/COUNTY-  FL/INDIAN RIVER
 AF6931  USGS QUAD   -  VERO BEACH (1983)
 AF6931
 AF6931                         *CURRENT SURVEY CONTROL
 AF6931  ___________________________________________________________________
 AF6931* NAD 83(1986)-  27 38 01.     (N)    080 22 30.     (W)     SCALED    
 AF6931* NAVD 88     -         1.562  (meters)       5.12   (feet)  ADJUSTED  
 AF6931  ___________________________________________________________________
 AF6931  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6931  DYNAMIC HT  -           1.560 (meters)       5.12  (feet)  COMP
 AF6931  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AF6931
 AF6931  VERT ORDER  -  SECOND    CLASS I
 AF6931
 AF6931.The horizontal coordinates were scaled from a topographic map and have
 AF6931.an estimated accuracy of +/- 6 seconds.
 AF6931
 AF6931.The orthometric height was determined by differential leveling
 AF6931.and adjusted by the National Geodetic Survey in June 1991..
 AF6931
 AF6931.This Tidal Bench Mark is designated as VM 5413
 AF6931.by the Center for Operational Oceanographic Products and Services.
 AF6931
 AF6931.The geoid height was determined by GEOID03.
 AF6931
 AF6931.The dynamic height is computed by dividing the NAVD 88
 AF6931.geopotential number by the normal gravity value computed on the
 AF6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6931.degrees latitude (g = 980.6199 gals.).
 AF6931
 AF6931.The modeled gravity was interpolated from observed gravity values.
 AF6931
 AF6931;                    North         East    Units  Estimated Accuracy
 AF6931;SPC FL E     -   365,770.      261,680.      MT  (+/- 180 meters Scaled)
 AF6931
 AF6931                          SUPERSEDED SURVEY CONTROL
 AF6931
 AF6931  NGVD 29 (09/01/92)    2.017  (m)            6.62   (f) ADJUSTED    2 1
 AF6931
 AF6931.Superseded values are not recommended for survey control.
 AF6931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6931.See file dsdata.txt to determine how the superseded data were derived.
 AF6931
 AF6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616567(NAD 83)
 AF6931_MARKER: DB = BENCH MARK DISK
 AF6931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6931_SP_SET: CONCRETE POST
 AF6931_STAMPING: 2125 A 1980 BSM
 AF6931_MARK LOGO: FLDNR 
 AF6931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6931+STABILITY: SURFACE MOTION
 AF6931
 AF6931  HISTORY     - Date     Condition        Report By
 AF6931  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6931  HISTORY     - 1984     GOOD             FLDNR
 AF6931  HISTORY     - 1989     GOOD             USPSQD
 AF6931  HISTORY     - 19940801 GOOD             USPSQD
 AF6931  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6931  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6931  HISTORY     - 20040226 MARK NOT FOUND   USPSQD
 AF6931
 AF6931                          STATION DESCRIPTION
 AF6931
 AF6931'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6931'IN VERO BEACH.
 AF6931'TO REACH, START AT THE INTERSECTION OF U.S. 1 AND 17TH STREET IN VERO
 AF6931'BEACH, PROCEED EAST ON 17TH STREET 0.65 MILE TO THE MARK.  THE MARK
 AF6931'BEARS 25.3 FEET NORTH OF THE WESTBOUND LANE OF 17TH STREET, 143.0 FEET
 AF6931'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF INDIAN RIVER
 AF6931'BOULEVARD, 2.6 FEET WEST OF THE FIRST STREET LIGHT ON THE NORTHWEST
 AF6931'CORNER OF THE RAMP FOR THE 17TH STREET BRIDGE OVER THE INDIAN RIVER,
 AF6931'BRIDGE NUMBER 880077, 1.8 FEET NORTH OF THE NORTH SIDE OF A 3-FOOT
 AF6931'HIGH CONCRETE RAIL, 4.6 FEET SOUTH OF THE SOUTH SIDE OF A FENCE AROUND
 AF6931'THE VERO BEACH MUNICIPAL POWER PLANT, 63.4 FEET EAST OF THE SOUTHWEST
 AF6931'CORNER OF THE FENCE, 1.6 FEET NORTH OF A WITNESS POST, AND LEVEL WITH
 AF6931'THE GROUND.
 AF6931
 AF6931                          STATION RECOVERY (1984)
 AF6931
 AF6931'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6931'RECOVERED IN GOOD CONDITION.
 AF6931
 AF6931                          STATION RECOVERY (1989)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6931'RECOVERED IN GOOD CONDITION.
 AF6931
 AF6931                          STATION RECOVERY (1994)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6931'RECOVERED IN GOOD CONDITION.
 AF6931
 AF6931                          STATION RECOVERY (1996)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6931'MARK NOT FOUND.
 AF6931
 AF6931                          STATION RECOVERY (1998)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6931'MARK NOT FOUND.
 AF6931
 AF6931                          STATION RECOVERY (2004)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6931'MARKER OBLITERATED BY CONSTRUCTION OF BRIDGE WALKWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6932 ***********************************************************************
 AF6932  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6932  DESIGNATION -  872 2125 B TIDAL
 AF6932  PID         -  AF6932
 AF6932  STATE/COUNTY-  FL/INDIAN RIVER
 AF6932  USGS QUAD   -  VERO BEACH (1983)
 AF6932
 AF6932                         *CURRENT SURVEY CONTROL
 AF6932  ___________________________________________________________________
 AF6932* NAD 83(1986)-  27 38 01.     (N)    080 22 30.     (W)     SCALED    
 AF6932* NAVD 88     -         1.571  (meters)       5.15   (feet)  ADJUSTED  
 AF6932  ___________________________________________________________________
 AF6932  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6932  DYNAMIC HT  -           1.568 (meters)       5.14  (feet)  COMP
 AF6932  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AF6932
 AF6932  VERT ORDER  -  SECOND    CLASS I
 AF6932
 AF6932.The horizontal coordinates were scaled from a topographic map and have
 AF6932.an estimated accuracy of +/- 6 seconds.
 AF6932
 AF6932.The orthometric height was determined by differential leveling
 AF6932.and adjusted by the National Geodetic Survey in June 1991..
 AF6932
 AF6932.This Tidal Bench Mark is designated as VM 5414
 AF6932.by the Center for Operational Oceanographic Products and Services.
 AF6932
 AF6932.The geoid height was determined by GEOID03.
 AF6932
 AF6932.The dynamic height is computed by dividing the NAVD 88
 AF6932.geopotential number by the normal gravity value computed on the
 AF6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6932.degrees latitude (g = 980.6199 gals.).
 AF6932
 AF6932.The modeled gravity was interpolated from observed gravity values.
 AF6932
 AF6932;                    North         East    Units  Estimated Accuracy
 AF6932;SPC FL E     -   365,770.      261,680.      MT  (+/- 180 meters Scaled)
 AF6932
 AF6932                          SUPERSEDED SURVEY CONTROL
 AF6932
 AF6932  NGVD 29 (09/01/92)    2.026  (m)            6.65   (f) ADJUSTED    2 1
 AF6932
 AF6932.Superseded values are not recommended for survey control.
 AF6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6932.See file dsdata.txt to determine how the superseded data were derived.
 AF6932
 AF6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616567(NAD 83)
 AF6932_MARKER: DB = BENCH MARK DISK
 AF6932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6932_SP_SET: CONCRETE POST
 AF6932_STAMPING: 2125 B 1980 BSM
 AF6932_MARK LOGO: FLDNR 
 AF6932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6932+STABILITY: SURFACE MOTION
 AF6932
 AF6932  HISTORY     - Date     Condition        Report By
 AF6932  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6932  HISTORY     - 1984     GOOD             FLDNR
 AF6932  HISTORY     - 1989     GOOD             USPSQD
 AF6932  HISTORY     - 19940801 GOOD             USPSQD
 AF6932  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6932  HISTORY     - 19980121 GOOD             USPSQD
 AF6932  HISTORY     - 20040226 MARK NOT FOUND   USPSQD
 AF6932  HISTORY     - 20060323 MARK NOT FOUND   USPSQD
 AF6932
 AF6932                          STATION DESCRIPTION
 AF6932
 AF6932'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6932'IN VERO BEACH.
 AF6932'TO REACH, START AT THE INTERSECTION OF U.S. 1 AND 17TH STREET IN VERO
 AF6932'BEACH, PROCEED EAST ON 17TH STREET 0.65 MILE TO THE MARK.  THE MARK
 AF6932'BEARS 33.6 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF 17TH
 AF6932'STREET, 83.7 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AF6932'INDIAN RIVER BOULEVARD, 39.5 FEET NORTHEAST OF A FIRE HYDRANT, 6.8
 AF6932'FEET EAST OF A 2-FOOT SQUARE CONCRETE POWER POLE, 8.8 FEET WEST OF A
 AF6932'CONCRETE POWER POLE, 13.9 FEET WEST OF THE NORTHWEST CORNER OF A FENCE
 AF6932'AROUND THE CITY OF VERO BEACH TREATMENT PLANT, 1.5 FEET NORTH OF A
 AF6932'WITNESS POST, LEVEL WITH THE GROUND, AND 259.0 FEET WEST OF BENCH MARK
 AF6932'2125 C 1980.
 AF6932
 AF6932                          STATION RECOVERY (1984)
 AF6932
 AF6932'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6932'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 6
 AF6932'INCHES BELOW THE GROUND AND THE WITNESS POST IS GONE.  THE MARK IS
 AF6932'ALSO 1.3 FEET SOUTH OF A DEDICATION MONUMENT FOR THE 17TH STREET
 AF6932'BRIDGE.
 AF6932
 AF6932                          STATION RECOVERY (1989)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6932'RECOVERED IN GOOD CONDITION.
 AF6932
 AF6932                          STATION RECOVERY (1994)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6932'RECOVERED IN GOOD CONDITION.
 AF6932
 AF6932                          STATION RECOVERY (1996)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6932'MARK NOT FOUND.
 AF6932
 AF6932                          STATION RECOVERY (1998)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6932'RECOVERED IN GOOD CONDITION.
 AF6932
 AF6932                          STATION RECOVERY (2004)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6932'MARKER 2125D DTD 1995 FOUND AT THIS LOCATION.
 AF6932'10 FT 7 INCHES WEST OF A 2 FT HIGH CONCRETE POWER POLE AND 39.5 FT
 AF6932'NORTHEAST OF FIRE HYDRANT
 AF6932
 AF6932                          STATION RECOVERY (2006)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6933 ***********************************************************************
 AF6933  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6933  DESIGNATION -  872 2125 C TIDAL
 AF6933  PID         -  AF6933
 AF6933  STATE/COUNTY-  FL/INDIAN RIVER
 AF6933  USGS QUAD   -  VERO BEACH (1983)
 AF6933
 AF6933                         *CURRENT SURVEY CONTROL
 AF6933  ___________________________________________________________________
 AF6933* NAD 83(1986)-  27 38 01.     (N)    080 22 30.     (W)     SCALED    
 AF6933* NAVD 88     -         4.316  (meters)      14.16   (feet)  ADJUSTED  
 AF6933  ___________________________________________________________________
 AF6933  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6933  DYNAMIC HT  -           4.310 (meters)      14.14  (feet)  COMP
 AF6933  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AF6933
 AF6933  VERT ORDER  -  SECOND    CLASS I
 AF6933
 AF6933.The horizontal coordinates were scaled from a topographic map and have
 AF6933.an estimated accuracy of +/- 6 seconds.
 AF6933
 AF6933.The orthometric height was determined by differential leveling
 AF6933.and adjusted by the National Geodetic Survey in June 1991..
 AF6933
 AF6933.This Tidal Bench Mark is designated as VM 5415
 AF6933.by the Center for Operational Oceanographic Products and Services.
 AF6933
 AF6933.The geoid height was determined by GEOID03.
 AF6933
 AF6933.The dynamic height is computed by dividing the NAVD 88
 AF6933.geopotential number by the normal gravity value computed on the
 AF6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6933.degrees latitude (g = 980.6199 gals.).
 AF6933
 AF6933.The modeled gravity was interpolated from observed gravity values.
 AF6933
 AF6933;                    North         East    Units  Estimated Accuracy
 AF6933;SPC FL E     -   365,770.      261,680.      MT  (+/- 180 meters Scaled)
 AF6933
 AF6933                          SUPERSEDED SURVEY CONTROL
 AF6933
 AF6933  NGVD 29 (09/01/92)    4.772  (m)           15.66   (f) ADJUSTED    2 1
 AF6933
 AF6933.Superseded values are not recommended for survey control.
 AF6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6933.See file dsdata.txt to determine how the superseded data were derived.
 AF6933
 AF6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616567(NAD 83)
 AF6933_MARKER: DD = SURVEY DISK
 AF6933_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6933_SP_SET: CONCRETE GUARDRAIL
 AF6933_STAMPING: 2125 C 1980
 AF6933_MARK LOGO: FLDT  
 AF6933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6933+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AF6933
 AF6933  HISTORY     - Date     Condition        Report By
 AF6933  HISTORY     - 1980     MONUMENTED       FLDT
 AF6933  HISTORY     - 1980     GOOD             FLDNR
 AF6933  HISTORY     - 1984     GOOD             FLDNR
 AF6933  HISTORY     - 1989     GOOD             USPSQD
 AF6933  HISTORY     - 19940801 GOOD             USPSQD
 AF6933  HISTORY     - 19960115 GOOD             USPSQD
 AF6933  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6933  HISTORY     - 20040226 MARK NOT FOUND   USPSQD
 AF6933  HISTORY     - 20060316 GOOD             USPSQD
 AF6933
 AF6933                          STATION DESCRIPTION
 AF6933
 AF6933'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6933'IN VERO BEACH.
 AF6933'TO REACH, START AT THE INTERSECTION OF U.S. 1 AND 17TH STREET IN VERO
 AF6933'BEACH, PROCEED EAST ON 17TH STREET 0.65 MILE TO THE MARK.  THE MARK
 AF6933'BEARS 23.4 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 AF6933'17TH STREET BRIDGE NUMBER 880077, 1.1 FEET EAST OF THE SOUTHWEST
 AF6933'CORNER OF THE BRIDGE, 45.8 FEET SOUTH-SOUTHWEST OF THE FIRST STREET
 AF6933'LIGHT ON THE WEST END OF THE BRIDGE, AND 259.0 FEET EAST OF BENCH MARK
 AF6933'2125 B 1980 BSM.  THE MARK IS SET FLUSH IN THE TOP OF A CONCRETE
 AF6933'GUARDRAIL, 2.8 FEET ABOVE THE ROAD SURFACE.
 AF6933
 AF6933                          STATION RECOVERY (1984)
 AF6933
 AF6933'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6933'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT DELETE 45.8 FEET
 AF6933'SOUTH-SOUTHWEST OF THE FIRST STREET ON THE WEST END OF THE BRIDGE.
 AF6933
 AF6933                          STATION RECOVERY (1989)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (1994)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (1996)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (1998)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6933'MARK NOT FOUND.
 AF6933
 AF6933                          STATION RECOVERY (2004)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6933'MARKOBLITERATEDBY CONSTRUCTION.
 AF6933
 AF6933                          STATION RECOVERY (2006)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6802 ***********************************************************************
 AF6802  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6802  DESIGNATION -  872 2125 TIDAL 1
 AF6802  PID         -  AF6802
 AF6802  STATE/COUNTY-  FL/INDIAN RIVER
 AF6802  USGS QUAD   -  VERO BEACH (1983)
 AF6802
 AF6802                         *CURRENT SURVEY CONTROL
 AF6802  ___________________________________________________________________
 AF6802* NAD 83(1986)-  27 38 02.     (N)    080 22 31.     (W)     SCALED    
 AF6802* NAVD 88     -         1.997  (meters)       6.55   (feet)  ADJUSTED  
 AF6802  ___________________________________________________________________
 AF6802  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6802  DYNAMIC HT  -           1.994 (meters)       6.54  (feet)  COMP
 AF6802  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AF6802
 AF6802  VERT ORDER  -  SECOND    CLASS I
 AF6802
 AF6802.The horizontal coordinates were scaled from a topographic map and have
 AF6802.an estimated accuracy of +/- 6 seconds.
 AF6802
 AF6802.The orthometric height was determined by differential leveling
 AF6802.and adjusted by the National Geodetic Survey in June 1991..
 AF6802
 AF6802.This Tidal Bench Mark is designated as VM 5411
 AF6802.by the Center for Operational Oceanographic Products and Services.
 AF6802
 AF6802.The geoid height was determined by GEOID03.
 AF6802
 AF6802.The dynamic height is computed by dividing the NAVD 88
 AF6802.geopotential number by the normal gravity value computed on the
 AF6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6802.degrees latitude (g = 980.6199 gals.).
 AF6802
 AF6802.The modeled gravity was interpolated from observed gravity values.
 AF6802
 AF6802;                    North         East    Units  Estimated Accuracy
 AF6802;SPC FL E     -   365,800.      261,650.      MT  (+/- 180 meters Scaled)
 AF6802
 AF6802                          SUPERSEDED SURVEY CONTROL
 AF6802
 AF6802  NGVD 29 (09/01/92)    2.452  (m)            8.04   (f) ADJUSTED    2 1
 AF6802
 AF6802.Superseded values are not recommended for survey control.
 AF6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6802.See file dsdata.txt to determine how the superseded data were derived.
 AF6802
 AF6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616568(NAD 83)
 AF6802_MARKER: DJ = TIDAL STATION DISK
 AF6802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6802_SP_SET: CONCRETE WALL
 AF6802_STAMPING: NO 1 1972
 AF6802_MARK LOGO: NOS   
 AF6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6802+STABILITY: SURFACE MOTION
 AF6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6802+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AF6802
 AF6802  HISTORY     - Date     Condition        Report By
 AF6802  HISTORY     - 1972     MONUMENTED       NOS
 AF6802  HISTORY     - 1979     GOOD             FLDNR
 AF6802  HISTORY     - 1980     GOOD             FLDNR
 AF6802  HISTORY     - 1984     GOOD             FLDNR
 AF6802  HISTORY     - 1988     GOOD             USPSQD
 AF6802  HISTORY     - 19940707 GOOD             USPSQD
 AF6802  HISTORY     - 19960115 GOOD             USPSQD
 AF6802  HISTORY     - 19980121 GOOD             USPSQD
 AF6802  HISTORY     - 20020228 GOOD             USPSQD
 AF6802  HISTORY     - 20060316 GOOD             USPSQD
 AF6802
 AF6802                          STATION DESCRIPTION
 AF6802
 AF6802'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6802'VERO BEACH.
 AF6802'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH STREET IN VERO
 AF6802'BEACH, PROCEED EAST 0.85 MILE ALONG 17TH STREET TO THE ENTRANCE TO THE
 AF6802'VERO BEACH MUNICIPAL POWER PLANT, PROCEED THROUGH THE ENTRANCE AND GO
 AF6802'EAST 0.15 MILE TO THE OIL BARGE BASIN AND THE MARK. THE MARK BEARS
 AF6802'80.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE DOCK, AND 32
 AF6802'FEET EAST OF THE SLUICE GATE.
 AF6802
 AF6802                          STATION RECOVERY (1980)
 AF6802
 AF6802'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6802'RECOVERED IN GOOD CONDITION EXCEPT
 AF6802'THE MARK IS 2 FT ABOVE GROUND.
 AF6802
 AF6802                          STATION RECOVERY (1984)
 AF6802
 AF6802'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6802'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 80.3
 AF6802'FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE LOADING DOCK.
 AF6802
 AF6802                          STATION RECOVERY (1988)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (1994)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (1996)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (1998)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (2002)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (2006)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6801 ***********************************************************************
 AF6801  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6801  DESIGNATION -  872 2125 TIDAL 2
 AF6801  PID         -  AF6801
 AF6801  STATE/COUNTY-  FL/INDIAN RIVER
 AF6801  USGS QUAD   -  VERO BEACH (1983)
 AF6801
 AF6801                         *CURRENT SURVEY CONTROL
 AF6801  ___________________________________________________________________
 AF6801* NAD 83(1986)-  27 38 03.     (N)    080 22 31.     (W)     SCALED    
 AF6801* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 AF6801  ___________________________________________________________________
 AF6801  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6801  DYNAMIC HT  -           1.678 (meters)       5.51  (feet)  COMP
 AF6801  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AF6801
 AF6801  VERT ORDER  -  SECOND    CLASS I
 AF6801
 AF6801.The horizontal coordinates were scaled from a topographic map and have
 AF6801.an estimated accuracy of +/- 6 seconds.
 AF6801
 AF6801.The orthometric height was determined by differential leveling
 AF6801.and adjusted by the National Geodetic Survey in June 1991..
 AF6801
 AF6801.This Tidal Bench Mark is designated as VM 5412
 AF6801.by the Center for Operational Oceanographic Products and Services.
 AF6801
 AF6801.The geoid height was determined by GEOID03.
 AF6801
 AF6801.The dynamic height is computed by dividing the NAVD 88
 AF6801.geopotential number by the normal gravity value computed on the
 AF6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6801.degrees latitude (g = 980.6199 gals.).
 AF6801
 AF6801.The modeled gravity was interpolated from observed gravity values.
 AF6801
 AF6801;                    North         East    Units  Estimated Accuracy
 AF6801;SPC FL E     -   365,830.      261,650.      MT  (+/- 180 meters Scaled)
 AF6801
 AF6801                          SUPERSEDED SURVEY CONTROL
 AF6801
 AF6801  NGVD 29 (09/01/92)    2.135  (m)            7.00   (f) ADJUSTED    2 1
 AF6801
 AF6801.Superseded values are not recommended for survey control.
 AF6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6801.See file dsdata.txt to determine how the superseded data were derived.
 AF6801
 AF6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616568(NAD 83)
 AF6801_MARKER: DJ = TIDAL STATION DISK
 AF6801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6801_SP_SET: CONCRETE SEAWALL
 AF6801_STAMPING: NO 2 1972
 AF6801_MARK LOGO: NOS   
 AF6801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6801+STABILITY: SURFACE MOTION
 AF6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6801+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AF6801
 AF6801  HISTORY     - Date     Condition        Report By
 AF6801  HISTORY     - 1972     MONUMENTED       NOS
 AF6801  HISTORY     - 1979     GOOD             FLDNR
 AF6801  HISTORY     - 1980     GOOD             FLDNR
 AF6801  HISTORY     - 1984     GOOD             FLDNR
 AF6801  HISTORY     - 1988     GOOD             USPSQD
 AF6801  HISTORY     - 19940707 GOOD             USPSQD
 AF6801  HISTORY     - 19960115 GOOD             USPSQD
 AF6801  HISTORY     - 19980121 GOOD             USPSQD
 AF6801  HISTORY     - 20020228 GOOD             USPSQD
 AF6801  HISTORY     - 20060316 GOOD             USPSQD
 AF6801
 AF6801                          STATION DESCRIPTION
 AF6801
 AF6801'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6801'VERO BEACH.
 AF6801'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH STREET IN VERO
 AF6801'BEACH, PROCEED EAST 0.85 MILE ALONG 17TH STREET TO THE ENTRANCE TO THE
 AF6801'VERO BEACH MUNICIPAL POWER PLANT, PROCEED THROUGH THE ENTRANCE AND GO
 AF6801'EAST 0.15 MILE TO THE OIL BARGE BASIN AND THE MARK. THE MARK BEARS
 AF6801'10 FEET SOUTH OF THE PAVED ROAD CENTERLINE LEADING TO THE LOADING
 AF6801'PLATFORM, AND 1.6 FEET EAST OF THE NORTHWEST CORNER OF THE SEAWALL.
 AF6801
 AF6801                          STATION RECOVERY (1980)
 AF6801
 AF6801'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1984)
 AF6801
 AF6801'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1988)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1994)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1996)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1998)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (2002)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (2006)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6803 ***********************************************************************
 AF6803  DESIGNATION -  872 2125 TIDAL 3
 AF6803  PID         -  AF6803
 AF6803  STATE/COUNTY-  FL/INDIAN RIVER
 AF6803  USGS QUAD   -  VERO BEACH (1983)
 AF6803
 AF6803                         *CURRENT SURVEY CONTROL
 AF6803  ___________________________________________________________________
 AF6803* NAD 83(1986)-  27 38 03.     (N)    080 22 32.     (W)     SCALED    
 AF6803* NAVD 88     -         1.674  (meters)       5.49   (feet)  ADJUSTED  
 AF6803  ___________________________________________________________________
 AF6803  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6803  DYNAMIC HT  -           1.671 (meters)       5.48  (feet)  COMP
 AF6803  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AF6803
 AF6803  VERT ORDER  -  SECOND    CLASS I
 AF6803
 AF6803.The horizontal coordinates were scaled from a topographic map and have
 AF6803.an estimated accuracy of +/- 6 seconds.
 AF6803
 AF6803.The orthometric height was determined by differential leveling
 AF6803.and adjusted by the National Geodetic Survey in June 1991..
 AF6803
 AF6803.The geoid height was determined by GEOID03.
 AF6803
 AF6803.The dynamic height is computed by dividing the NAVD 88
 AF6803.geopotential number by the normal gravity value computed on the
 AF6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6803.degrees latitude (g = 980.6199 gals.).
 AF6803
 AF6803.The modeled gravity was interpolated from observed gravity values.
 AF6803
 AF6803;                    North         East    Units  Estimated Accuracy
 AF6803;SPC FL E     -   365,830.      261,630.      MT  (+/- 180 meters Scaled)
 AF6803
 AF6803                          SUPERSEDED SURVEY CONTROL
 AF6803
 AF6803  NGVD 29 (09/01/92)    2.128  (m)            6.98   (f) ADJUSTED    2 1
 AF6803
 AF6803.Superseded values are not recommended for survey control.
 AF6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6803.See file dsdata.txt to determine how the superseded data were derived.
 AF6803
 AF6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616568(NAD 83)
 AF6803_MARKER: DJ = TIDAL STATION DISK
 AF6803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6803_SP_SET: CONCRETE SEAWALL
 AF6803_STAMPING: NO 3 1972
 AF6803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6803
 AF6803  HISTORY     - Date     Condition        Report By
 AF6803  HISTORY     - 1972     MONUMENTED       NOS
 AF6803  HISTORY     - 1979     GOOD             FLDNR
 AF6803  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AF6803
 AF6803                          STATION DESCRIPTION
 AF6803
 AF6803'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6803'VERO BEACH.
 AF6803'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH STREET IN VERO
 AF6803'BEACH, PROCEED EAST 0.85 MILE ALONG 17TH STREET TO THE ENTRANCE TO THE
 AF6803'VERO BEACH MUNICIPAL POWER PLANT, PROCEED THROUGH THE ENTRANCE AND GO
 AF6803'EAST 0.15 MILE TO THE OIL BARGE BASIN AND THE MARK. THE MARK BEARS
 AF6803'97.6 FEET EAST OF THE NORTHWEST CORNER OF THE SEAWALL AND 10 FEET
 AF6803'SOUTH OF THE CENTERLINE OF THE PAVED DOCKSIDE LOADING AREA.
 AF6803
 AF6803                          STATION RECOVERY (1988)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (1994)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (1996)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (1998)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (2006)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6803'MIKE SIEFERT, DIRECTOR OF POWER RESOURCES FOR THE CITY OF VERO BEACH
 AF6803'TOLD US THAT HE MAY HAVE PAVED OVER THE MARKS WITH A CURB SOMETIME IN
 AF6803'THE LAST TWENTY YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6809 ***********************************************************************
 AF6809  DESIGNATION -  872 2207 A TIDAL FLDNR
 AF6809  PID         -  AF6809
 AF6809  STATE/COUNTY-  FL/ST LUCIE
 AF6809  USGS QUAD   -  FORT PIERCE (1983)
 AF6809
 AF6809                         *CURRENT SURVEY CONTROL
 AF6809  ___________________________________________________________________
 AF6809* NAD 83(1986)-  27 28 41.     (N)    080 20 06.     (W)     SCALED    
 AF6809* NAVD 88     -         2.805  (meters)       9.20   (feet)  ADJUSTED  
 AF6809  ___________________________________________________________________
 AF6809  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF6809  DYNAMIC HT  -           2.801 (meters)       9.19  (feet)  COMP
 AF6809  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AF6809
 AF6809  VERT ORDER  -  SECOND    CLASS I
 AF6809
 AF6809.The horizontal coordinates were scaled from a topographic map and have
 AF6809.an estimated accuracy of +/- 6 seconds.
 AF6809
 AF6809.The orthometric height was determined by differential leveling
 AF6809.and adjusted by the National Geodetic Survey in June 1991..
 AF6809
 AF6809.The geoid height was determined by GEOID03.
 AF6809
 AF6809.The dynamic height is computed by dividing the NAVD 88
 AF6809.geopotential number by the normal gravity value computed on the
 AF6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6809.degrees latitude (g = 980.6199 gals.).
 AF6809
 AF6809.The modeled gravity was interpolated from observed gravity values.
 AF6809
 AF6809;                    North         East    Units  Estimated Accuracy
 AF6809;SPC FL E     -   348,550.      265,720.      MT  (+/- 180 meters Scaled)
 AF6809
 AF6809                          SUPERSEDED SURVEY CONTROL
 AF6809
 AF6809  NGVD 29 (09/01/92)    3.261  (m)           10.70   (f) ADJUSTED    2 1
 AF6809
 AF6809.Superseded values are not recommended for survey control.
 AF6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6809.See file dsdata.txt to determine how the superseded data were derived.
 AF6809
 AF6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL656395(NAD 83)
 AF6809_MARKER: DJ = TIDAL STATION DISK
 AF6809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6809_SP_SET: CONCRETE POST
 AF6809_STAMPING: 2207 A 1979 CLB
 AF6809_MARK LOGO: FLDNR 
 AF6809_PROJECTION: RECESSED 15 CENTIMETERS
 AF6809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6809+STABILITY: SURFACE MOTION
 AF6809
 AF6809  HISTORY     - Date     Condition        Report By
 AF6809  HISTORY     - 1979     MONUMENTED       FLDNR
 AF6809  HISTORY     - 1980     GOOD             FLDNR
 AF6809  HISTORY     - 20000907 MARK NOT FOUND   USPSQD
 AF6809  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 AF6809
 AF6809                          STATION DESCRIPTION
 AF6809
 AF6809'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6809'1.6 MI NNW FROM FORT PIERCE.
 AF6809'BEGIN AT THE JUNCTION OF STATE ROAD 605 AND U.S. HIGHWAY 1 NORTH OF
 AF6809'FORT PIERCE, PROCEED NORTHERLY 1.2 MILES ALONG STATE ROAD 605 TO THE
 AF6809'MARK. THE MARK BEARS 20.8 FEET WEST SOUTHWEST OF STATE ROAD 605
 AF6809'CENTERLINE, 67.0 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE
 AF6809'NORTHERN DRIVE FOR CENTRAL TRUCK LINES, 155.0 FEET WEST SOUTHWEST OF
 AF6809'THE WEST RAIL OF THE RAILROAD, AND 5.6 FEET SOUTH SOUTHEAST OF A
 AF6809'POWER POLE WITH WITNESS SIGN NAILED TO IT 1/2 FOOT ABOVE THE BASE OF
 AF6809'THE POLE.
 AF6809
 AF6809                          STATION RECOVERY (1980)
 AF6809
 AF6809'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6809'RECOVERED IN GOOD CONDITION.
 AF6809
 AF6809                          STATION RECOVERY (2000)
 AF6809
 AF6809'RECOVERY NOTE BY US POWER SQUADRON 2000 (AW)
 AF6809'MARK NOT FOUND.
 AF6809
 AF6809                          STATION RECOVERY (2004)
 AF6809
 AF6809'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6809'FOUND WITNESS SIGN NAILED TO POWER POLE. MARK COVERED BY YARDS OF
 AF6809'DIRT, APPR 4 FEET HIGH. NEEDS POWER EQUIPMENT TO CLEAR THE DIRT.
 AF6809'GPS POSITION 27 28 42 N AND 080 20 08.2 W
 AF6809'POWER POLE AT THE NW CORNER OF NACO RD AND SR 605
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6808 ***********************************************************************
 AF6808  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6808  DESIGNATION -  872 2207 B TIDAL
 AF6808  PID         -  AF6808
 AF6808  STATE/COUNTY-  FL/ST LUCIE
 AF6808  USGS QUAD   -  FORT PIERCE (1983)
 AF6808
 AF6808                         *CURRENT SURVEY CONTROL
 AF6808  ___________________________________________________________________
 AF6808* NAD 83(1986)-  27 28 43.     (N)    080 20 05.     (W)     SCALED    
 AF6808* NAVD 88     -         3.144  (meters)      10.31   (feet)  ADJUSTED  
 AF6808  ___________________________________________________________________
 AF6808  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF6808  DYNAMIC HT  -           3.140 (meters)      10.30  (feet)  COMP
 AF6808  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AF6808
 AF6808  VERT ORDER  -  SECOND    CLASS I
 AF6808
 AF6808.The horizontal coordinates were scaled from a topographic map and have
 AF6808.an estimated accuracy of +/- 6 seconds.
 AF6808
 AF6808.The orthometric height was determined by differential leveling
 AF6808.and adjusted by the National Geodetic Survey in September 1996..
 AF6808
 AF6808.This Tidal Bench Mark is designated as VM 5420
 AF6808.by the Center for Operational Oceanographic Products and Services.
 AF6808
 AF6808.The geoid height was determined by GEOID03.
 AF6808
 AF6808.The dynamic height is computed by dividing the NAVD 88
 AF6808.geopotential number by the normal gravity value computed on the
 AF6808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6808.degrees latitude (g = 980.6199 gals.).
 AF6808
 AF6808.The modeled gravity was interpolated from observed gravity values.
 AF6808
 AF6808;                    North         East    Units  Estimated Accuracy
 AF6808;SPC FL E     -   348,610.      265,750.      MT  (+/- 180 meters Scaled)
 AF6808
 AF6808                          SUPERSEDED SURVEY CONTROL
 AF6808
 AF6808  NAVD 88 (06/15/91)    3.149  (m)           10.33   (f) UNKNOWN     2 1
 AF6808  NGVD 29 (09/01/92)    3.605  (m)           11.83   (f) ADJUSTED    2 1
 AF6808
 AF6808.Superseded values are not recommended for survey control.
 AF6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6808.See file dsdata.txt to determine how the superseded data were derived.
 AF6808
 AF6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL657396(NAD 83)
 AF6808_MARKER: DB = BENCH MARK DISK
 AF6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6808_SP_SET: CONCRETE POST
 AF6808_STAMPING: 2207 B 1979 CLB
 AF6808_MARK LOGO: FLDNR 
 AF6808_PROJECTION: RECESSED 13 CENTIMETERS
 AF6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6808+STABILITY: SURFACE MOTION
 AF6808
 AF6808  HISTORY     - Date     Condition        Report By
 AF6808  HISTORY     - 1979     MONUMENTED       FLDNR
 AF6808  HISTORY     - 1980     GOOD             FLDNR
 AF6808  HISTORY     - 1984     GOOD             FLDNR
 AF6808  HISTORY     - 20000907 MARK NOT FOUND   USPSQD
 AF6808  HISTORY     - 20020207 MARK NOT FOUND   USPSQD
 AF6808
 AF6808                          STATION DESCRIPTION
 AF6808
 AF6808'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6808'1.55 MI NNW FROM FORT PIERCE.
 AF6808'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF6808'FORT PIERCE, PROCEED NORTHERLY 1.15 MILES ALONG STATE ROAD 605 TO THE
 AF6808'MARK. THE MARK BEARS 44.0 FEET WEST SOUTHWEST OF STATE ROAD 605
 AF6808'CENTERLINE, 32.3 FEET NORTH NORTHWEST OF NACO ROAD CENTERLINE, 65.7
 AF6808'FEET SOUTH SOUTHEAST OF THE CENTERLINE OF THE SOUTHERN DRIVE TO
 AF6808'CENTRAL TRUCK LINES, AND 3.8 FEET WEST SOUTHWEST OF A POWER POLE WITH
 AF6808'A WITNESS SIGN NAILED 1/2 FOOT ABOVE THE POLES BASE.
 AF6808
 AF6808                          STATION RECOVERY (1980)
 AF6808
 AF6808'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6808'RECOVERED IN GOOD CONDITION.
 AF6808
 AF6808                          STATION RECOVERY (1984)
 AF6808
 AF6808'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6808'RECOVERED IN GOOD CONDITION.
 AF6808
 AF6808                          STATION RECOVERY (2000)
 AF6808
 AF6808'RECOVERY NOTE BY US POWER SQUADRON 2000 (AW)
 AF6808'MARK NOT FOUND.
 AF6808
 AF6808                          STATION RECOVERY (2002)
 AF6808
 AF6808'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6808'NOT FOUND, LOCATED POWER POLE WITH WITNESS SIGN.
 AF6808'A LARGE 12 FT HIGH PILE OF SAND TO THE SOUTHWEST OF THE POWER POLE.
 AF6808'SUSPECT MARK IS UNDER THIS SAND PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7538 ***********************************************************************
 AF7538  DESIGNATION -  872 2207 H TIDAL
 AF7538  PID         -  AF7538
 AF7538  STATE/COUNTY-  FL/ST LUCIE
 AF7538  USGS QUAD   -  FORT PIERCE (1983)
 AF7538
 AF7538                         *CURRENT SURVEY CONTROL
 AF7538  ___________________________________________________________________
 AF7538* NAD 83(1986)-  27 28 39.     (N)    080 20 19.     (W)     SCALED    
 AF7538* NAVD 88     -        10.541  (meters)      34.58   (feet)  ADJUSTED  
 AF7538  ___________________________________________________________________
 AF7538  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AF7538  DYNAMIC HT  -          10.526 (meters)      34.53  (feet)  COMP
 AF7538  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 AF7538
 AF7538  VERT ORDER  -  SECOND    CLASS I
 AF7538
 AF7538.The horizontal coordinates were scaled from a topographic map and have
 AF7538.an estimated accuracy of +/- 6 seconds.
 AF7538
 AF7538.The orthometric height was determined by differential leveling
 AF7538.and adjusted by the National Geodetic Survey in September 1996..
 AF7538
 AF7538.The geoid height was determined by GEOID03.
 AF7538
 AF7538.The dynamic height is computed by dividing the NAVD 88
 AF7538.geopotential number by the normal gravity value computed on the
 AF7538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7538.degrees latitude (g = 980.6199 gals.).
 AF7538
 AF7538.The modeled gravity was interpolated from observed gravity values.
 AF7538
 AF7538;                    North         East    Units  Estimated Accuracy
 AF7538;SPC FL E     -   348,490.      265,360.      MT  (+/- 180 meters Scaled)
 AF7538
 AF7538                          SUPERSEDED SURVEY CONTROL
 AF7538
 AF7538  NGVD 29 (09/01/92)   11.001  (m)           36.09   (f) ADJUSTED    2 1
 AF7538
 AF7538.Superseded values are not recommended for survey control.
 AF7538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7538.See file dsdata.txt to determine how the superseded data were derived.
 AF7538
 AF7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL653394(NAD 83)
 AF7538_MARKER: DJ = TIDAL STATION DISK
 AF7538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7538_SP_SET: CONCRETE BOX DRAIN
 AF7538_STAMPING: 2207 H 1986
 AF7538_MARK LOGO: NOS   
 AF7538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7538
 AF7538  HISTORY     - Date     Condition        Report By
 AF7538  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7538
 AF7538                          STATION DESCRIPTION
 AF7538
 AF7538'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7538'1.55 MI NNW FROM FORT PIERCE.
 AF7538'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF7538'FORT PIERCE, GO 1.15 MILES NORTH ON STATE ROAD 605 TO THE JUNCTION OF
 AF7538'NACO ROAD, GO 0.2 MILE WEST ON NACO ROAD TO THE MARK.  THE MARK BEARS
 AF7538'32.8 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND, 59.2
 AF7538'FEET NORTH OF THE SOUTH DRIVEWAY TO FONTENELE PLAZA, 45.5 FEET SOUTH
 AF7538'OF THE NORTH DRIVEWAY TO THE PLAZA, 164 FEET SOUTH OF THE EXTENDED
 AF7538'CENTERLINE OF NACO ROAD AND IS SET IN THE SOUTHEAST CORNER OF A
 AF7538'5-FOOT BY 4.5-FOOT BOX DRAIN.
 AF7538'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6935 ***********************************************************************
 AF6935  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6935  DESIGNATION -  872 2207 TIDAL 1
 AF6935  PID         -  AF6935
 AF6935  STATE/COUNTY-  FL/ST LUCIE
 AF6935  USGS QUAD   -  FORT PIERCE (1983)
 AF6935
 AF6935                         *CURRENT SURVEY CONTROL
 AF6935  ___________________________________________________________________
 AF6935* NAD 83(1986)-  27 28 41.     (N)    080 19 59.     (W)     SCALED    
 AF6935* NAVD 88     -         1.536  (meters)       5.04   (feet)  ADJUSTED  
 AF6935  ___________________________________________________________________
 AF6935  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF6935  DYNAMIC HT  -           1.533 (meters)       5.03  (feet)  COMP
 AF6935  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AF6935
 AF6935  VERT ORDER  -  SECOND    CLASS I
 AF6935
 AF6935.The horizontal coordinates were scaled from a topographic map and have
 AF6935.an estimated accuracy of +/- 6 seconds.
 AF6935
 AF6935.The orthometric height was determined by differential leveling
 AF6935.and adjusted by the National Geodetic Survey in September 1996..
 AF6935
 AF6935.This Tidal Bench Mark is designated as VM 5417
 AF6935.by the Center for Operational Oceanographic Products and Services.
 AF6935
 AF6935.The geoid height was determined by GEOID03.
 AF6935
 AF6935.The dynamic height is computed by dividing the NAVD 88
 AF6935.geopotential number by the normal gravity value computed on the
 AF6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6935.degrees latitude (g = 980.6199 gals.).
 AF6935
 AF6935.The modeled gravity was interpolated from observed gravity values.
 AF6935
 AF6935;                    North         East    Units  Estimated Accuracy
 AF6935;SPC FL E     -   348,550.      265,910.      MT  (+/- 180 meters Scaled)
 AF6935
 AF6935                          SUPERSEDED SURVEY CONTROL
 AF6935
 AF6935  NAVD 88 (06/15/91)    1.547  (m)            5.08   (f) UNKNOWN     2 1
 AF6935  NGVD 29 (09/01/92)    1.990  (m)            6.53   (f) ADJUSTED    2 1
 AF6935
 AF6935.Superseded values are not recommended for survey control.
 AF6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6935.See file dsdata.txt to determine how the superseded data were derived.
 AF6935
 AF6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658395(NAD 83)
 AF6935_MARKER: DJ = TIDAL STATION DISK
 AF6935_SETTING: 0 = UNSPECIFIED SETTING
 AF6935_SP_SET: UNSPECIFIED SHALLOW
 AF6935_STAMPING: NO 1 1972
 AF6935_MARK LOGO: NOS   
 AF6935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6935
 AF6935  HISTORY     - Date     Condition        Report By
 AF6935  HISTORY     - 1972     MONUMENTED       NOS
 AF6935  HISTORY     - 1980     GOOD             FLDNR
 AF6935  HISTORY     - 1984     GOOD             FLDNR
 AF6935  HISTORY     - 20000907 MARK NOT FOUND   USPSQD
 AF6935  HISTORY     - 20020207 MARK NOT FOUND   USPSQD
 AF6935  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 AF6935
 AF6935                          STATION DESCRIPTION
 AF6935
 AF6935'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6935'1.6 MI NNW FROM FORT PIERCE.
 AF6935'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF6935'FORT PIERCE, PROCEED NORTHERLY 1.6 MILES ALONG S.R. 605 TO THE MARK,
 AF6935'LOCATED ON THE SEELY FISH COMPANY GROUNDS.  IT IS 68 FEET NORTH OF THE
 AF6935'NORTHWEST CORNER OF THE FISH PACKING HOUSE AND 32 FEET WEST OF THE
 AF6935'NORTHWEST CORNER OF A CONCRETE BLOCK RESTROOM.
 AF6935
 AF6935                          STATION RECOVERY (1984)
 AF6935
 AF6935'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6935'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR THE
 AF6935'FOLLOWING.  THE MARK IS SET IN FRONT OF THE TRIPLE M SEAFOOD COMPANY
 AF6935'IN AN IRREGULAR MASS OF CONCRETE, 0.1 FOOT BELOW THE ROCK GRAVEL
 AF6935'ROAD, 19.1 FEET SOUTHWEST OF THE SOUTH GATE FENCE POST TO RIVERSIDE
 AF6935'MARINA, 17 FEET WEST OF A POWER POLE, 89.2 FEET NORTH OF THE
 AF6935'SOUTHEAST CORNER OF THE DEEP END OF THE LOADING RAMP, 16 FEET
 AF6935'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD AND
 AF6935'104.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE PACKING HOUSE.
 AF6935
 AF6935                          STATION RECOVERY (2000)
 AF6935
 AF6935'RECOVERY NOTE BY US POWER SQUADRON 2000 (AW)
 AF6935'MARK NOT FOUND.
 AF6935
 AF6935                          STATION RECOVERY (2002)
 AF6935
 AF6935'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6935'MARK NOT FOUND.
 AF6935
 AF6935                          STATION RECOVERY (2004)
 AF6935
 AF6935'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6935'ACCORDING TO GPS READING 27 28 40 N  AND 080 20 00 W , WHICH IS THE
 AF6935'POSITION GIVEN BY PID, THE DISTANCE FROM THE JUNCTION OF US1 AND SR
 AF6935'605 IS 1.2 MILES AND NOT 1.6.
 AF6935'THE BUILDINGS OF THE SEELY FISH COMPANY HAVE BEEN TAKEN DOWN AND THERE
 AF6935'IS JUST AN OPEN FIELD WITH A LOCKED FENCE AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6934 ***********************************************************************
 AF6934  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6934  DESIGNATION -  872 2207 TIDAL 2
 AF6934  PID         -  AF6934
 AF6934  STATE/COUNTY-  FL/ST LUCIE
 AF6934  USGS QUAD   -  FORT PIERCE (1983)
 AF6934
 AF6934                         *CURRENT SURVEY CONTROL
 AF6934  ___________________________________________________________________
 AF6934* NAD 83(1986)-  27 28 41.     (N)    080 19 59.     (W)     SCALED    
 AF6934* NAVD 88     -         1.490  (meters)       4.89   (feet)  ADJUSTED  
 AF6934  ___________________________________________________________________
 AF6934  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF6934  DYNAMIC HT  -           1.488 (meters)       4.88  (feet)  COMP
 AF6934  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AF6934
 AF6934  VERT ORDER  -  SECOND    CLASS I
 AF6934
 AF6934.The horizontal coordinates were scaled from a topographic map and have
 AF6934.an estimated accuracy of +/- 6 seconds.
 AF6934
 AF6934.The orthometric height was determined by differential leveling
 AF6934.and adjusted by the National Geodetic Survey in June 1991..
 AF6934
 AF6934.This Tidal Bench Mark is designated as VM 5418
 AF6934.by the Center for Operational Oceanographic Products and Services.
 AF6934
 AF6934.The geoid height was determined by GEOID03.
 AF6934
 AF6934.The dynamic height is computed by dividing the NAVD 88
 AF6934.geopotential number by the normal gravity value computed on the
 AF6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6934.degrees latitude (g = 980.6199 gals.).
 AF6934
 AF6934.The modeled gravity was interpolated from observed gravity values.
 AF6934
 AF6934;                    North         East    Units  Estimated Accuracy
 AF6934;SPC FL E     -   348,550.      265,910.      MT  (+/- 180 meters Scaled)
 AF6934
 AF6934                          SUPERSEDED SURVEY CONTROL
 AF6934
 AF6934  NGVD 29 (09/01/92)    1.942  (m)            6.37   (f) ADJUSTED    2 1
 AF6934
 AF6934.Superseded values are not recommended for survey control.
 AF6934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6934.See file dsdata.txt to determine how the superseded data were derived.
 AF6934
 AF6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658395(NAD 83)
 AF6934_MARKER: DJ = TIDAL STATION DISK
 AF6934_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF6934+WITH SETTING: PAVEMENT
 AF6934_SP_SET: CONCRETE PAD
 AF6934_STAMPING: NO 2 1972
 AF6934_MARK LOGO: NOS   
 AF6934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6934+STABILITY: SURFACE MOTION
 AF6934
 AF6934  HISTORY     - Date     Condition        Report By
 AF6934  HISTORY     - 1972     MONUMENTED       NOS
 AF6934  HISTORY     - 1980     GOOD             FLDNR
 AF6934  HISTORY     - 1984     GOOD             FLDNR
 AF6934  HISTORY     - 20020207 MARK NOT FOUND   USPSQD
 AF6934  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 AF6934
 AF6934                          STATION DESCRIPTION
 AF6934
 AF6934'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6934'1.6 MI NNW FROM FORT PIERCE.
 AF6934'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF6934'FORT PIERCE, PROCEED NORTHERLY 1.6 MILES ALONG S.R. 605 TO THE MARK,
 AF6934'LOCATED ON THE SEELY FISH COMPANY GROUNDS.  IT IS 59 FEET SOUTHWEST OF
 AF6934'THE SOUTHWEST CORNER OF A CONCRETE BLOCK RESTROOM, 33 FEET NORTH OF
 AF6934'THE DEEP END OF THE LOADING RAMP, 14.5 FEET NORTHEAST OF THE NORTHEAST
 AF6934'CORNER OF THE FISH PACKING HOUSE, AND 1.4 FEET EAST OF THE EAST EDGE
 AF6934'OF THE LOADING RAMP.
 AF6934
 AF6934                          STATION RECOVERY (1984)
 AF6934
 AF6934'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6934'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR THE
 AF6934'FOLLOWING.  THE MARK IS LOCATED IN FRONT OF THE TRIPLE M SEAFOOD
 AF6934'COMPANY AND BEARS 33.2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 AF6934'DEEP END OF THE LOADING RAMP, 56.1 FEET NORTH-NORTHEAST OF THE
 AF6934'NORTHWEST CORNER OF THE PACKING HOUSE, 1.4 FEET EAST OF THE EAST SIDE
 AF6934'OF THE RAMP, 65 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF A GRAVEL
 AF6934'ROAD AND 59.9 FEET SOUTH OF BENCH MARK NO 1 1972.
 AF6934
 AF6934                          STATION RECOVERY (2002)
 AF6934
 AF6934'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6934'NOT FOUND, HOWEVER LOCATED A WITNESS POST NEAR THE SITE, WHICH IS NEAR
 AF6934'THE ST. LUCIE TOWN HALL.
 AF6934
 AF6934                          STATION RECOVERY (2004)
 AF6934
 AF6934'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6934'ACCORDING TO GPS READING 27 28 40 N  AND 080 20 00 W , WHICH IS THE
 AF6934'POSITION GIVEN BY PID, THE DISTANCE FROM THE JUNCTION OF US1 AND SR
 AF6934'605 IS 1.2 MILES AND NOT 1.6.
 AF6934'THE BUILDINGS OF THE SEELY FISH COMPANY HAVE BEEN TAKEN DOWN AND THERE
 AF6934'IS JUST AN OPEN FIELD WITH A LOCKED FENCE AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7539 ***********************************************************************
 AF7539  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7539  DESIGNATION -  872 2212 F TIDAL
 AF7539  PID         -  AF7539
 AF7539  STATE/COUNTY-  FL/ST LUCIE
 AF7539  USGS QUAD   -  FORT PIERCE (1983)
 AF7539
 AF7539                         *CURRENT SURVEY CONTROL
 AF7539  ___________________________________________________________________
 AF7539* NAD 83(1986)-  27 28 12.     (N)    080 17 25.     (W)     SCALED    
 AF7539* NAVD 88     -         2.390  (meters)       7.84   (feet)  ADJUSTED  
 AF7539  ___________________________________________________________________
 AF7539  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF7539  DYNAMIC HT  -           2.387 (meters)       7.83  (feet)  COMP
 AF7539  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 AF7539
 AF7539  VERT ORDER  -  SECOND    CLASS I
 AF7539
 AF7539.The horizontal coordinates were scaled from a topographic map and have
 AF7539.an estimated accuracy of +/- 6 seconds.
 AF7539
 AF7539.The orthometric height was determined by differential leveling
 AF7539.and adjusted by the National Geodetic Survey in September 1996..
 AF7539
 AF7539.This Tidal Bench Mark is designated as VM 17203
 AF7539.by the Center for Operational Oceanographic Products and Services.
 AF7539
 AF7539.The geoid height was determined by GEOID03.
 AF7539
 AF7539.The dynamic height is computed by dividing the NAVD 88
 AF7539.geopotential number by the normal gravity value computed on the
 AF7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7539.degrees latitude (g = 980.6199 gals.).
 AF7539
 AF7539.The modeled gravity was interpolated from observed gravity values.
 AF7539
 AF7539;                    North         East    Units  Estimated Accuracy
 AF7539;SPC FL E     -   347,680.      270,150.      MT  (+/- 180 meters Scaled)
 AF7539
 AF7539                          SUPERSEDED SURVEY CONTROL
 AF7539
 AF7539  NGVD 29 (09/01/92)    2.849  (m)            9.35   (f) ADJUSTED    2 1
 AF7539
 AF7539.Superseded values are not recommended for survey control.
 AF7539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7539.See file dsdata.txt to determine how the superseded data were derived.
 AF7539
 AF7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL701386(NAD 83)
 AF7539_MARKER: DJ = TIDAL STATION DISK
 AF7539_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF7539+WITH SETTING: PAVEMENT
 AF7539_SP_SET: CONCRETE BASE FOR A FLAGPOLE
 AF7539_STAMPING: 2212 F 1986
 AF7539_MARK LOGO: NOS   
 AF7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7539+STABILITY: SURFACE MOTION
 AF7539
 AF7539  HISTORY     - Date     Condition        Report By
 AF7539  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7539  HISTORY     - 20010503 MARK NOT FOUND   USPSQD
 AF7539  HISTORY     - 20030821 MARK NOT FOUND   FLDEP
 AF7539
 AF7539                          STATION DESCRIPTION
 AF7539
 AF7539'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7539'IN FORT PIERCE.
 AF7539'THE MARK IS SET IN THE CONCRETE BASE FOR THREE FLAGPOLES AT THE
 AF7539'ENTRANCE TO JETTY PARK, ON THE SOUTH SIDE OF THE FORT PIERCE INLET,
 AF7539'16.8 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE PARK, 1 FOOT
 AF7539'NORTHWEST OF THE NORTHWEST FLAGPOLE AND 35 FEET SOUTH OF THE
 AF7539'SOUTHEAST CORNER OF THE SOUTHMOST PAVILION.
 AF7539'THE MARK IS 1 FT ABOVE ROAD.
 AF7539
 AF7539                          STATION RECOVERY (2001)
 AF7539
 AF7539'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF7539'MARK NOT FOUND.
 AF7539
 AF7539                          STATION RECOVERY (2003)
 AF7539
 AF7539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 AF7539'SEARCHED FOR AND NOT RECOVERED.  THE LOCATION FALLS AT THE EDGE OF A
 AF7539'CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7540 ***********************************************************************
 AF7540  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7540  DESIGNATION -  872 2213 F TIDAL
 AF7540  PID         -  AF7540
 AF7540  STATE/COUNTY-  FL/ST LUCIE
 AF7540  USGS QUAD   -  FORT PIERCE (1983)
 AF7540
 AF7540                         *CURRENT SURVEY CONTROL
 AF7540  ___________________________________________________________________
 AF7540* NAD 83(1986)-  27 28 06.     (N)    080 17 54.     (W)     SCALED    
 AF7540* NAVD 88     -         0.821  (meters)       2.69   (feet)  ADJUSTED  
 AF7540  ___________________________________________________________________
 AF7540  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF7540  DYNAMIC HT  -           0.819 (meters)       2.69  (feet)  COMP
 AF7540  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 AF7540
 AF7540  VERT ORDER  -  SECOND    CLASS I
 AF7540
 AF7540.The horizontal coordinates were scaled from a topographic map and have
 AF7540.an estimated accuracy of +/- 6 seconds.
 AF7540
 AF7540.The orthometric height was determined by differential leveling
 AF7540.and adjusted by the National Geodetic Survey in September 1996..
 AF7540
 AF7540.This Tidal Bench Mark is designated as VM 5430
 AF7540.by the Center for Operational Oceanographic Products and Services.
 AF7540
 AF7540.The geoid height was determined by GEOID03.
 AF7540
 AF7540.The dynamic height is computed by dividing the NAVD 88
 AF7540.geopotential number by the normal gravity value computed on the
 AF7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7540.degrees latitude (g = 980.6199 gals.).
 AF7540
 AF7540.The modeled gravity was interpolated from observed gravity values.
 AF7540
 AF7540;                    North         East    Units  Estimated Accuracy
 AF7540;SPC FL E     -   347,490.      269,350.      MT  (+/- 180 meters Scaled)
 AF7540
 AF7540                          SUPERSEDED SURVEY CONTROL
 AF7540
 AF7540  NGVD 29 (09/01/92)    1.282  (m)            4.21   (f) ADJUSTED    2 1
 AF7540
 AF7540.Superseded values are not recommended for survey control.
 AF7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7540.See file dsdata.txt to determine how the superseded data were derived.
 AF7540
 AF7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL693385(NAD 83)
 AF7540_MARKER: DJ = TIDAL STATION DISK
 AF7540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7540_SP_SET: CONCRETE BOX DRAIN
 AF7540_STAMPING: 2213 F 1986
 AF7540_MARK LOGO: NOS   
 AF7540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7540
 AF7540  HISTORY     - Date     Condition        Report By
 AF7540  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7540
 AF7540                          STATION DESCRIPTION
 AF7540
 AF7540'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7540'IN FORT PIERCE.
 AF7540'BEGIN AT THE JUNCTION OF STATE ROAD A1A SOUTH WITH U.S. HIGHWAY 1 IN
 AF7540'FT.  PIERCE, GO 2.15 MILES EASTERLY ON A1A TO THE MARK.  THE MARK
 AF7540'BEARS 18.4 FEET NORTHWEST OF THE CENTERLINE OF A1A, 31.8 FEET
 AF7540'SOUTHEAST OF THE EXTENDED CENTERLINE OF ELDORADO STREET, 9.5 FEET
 AF7540'SOUTH OF A POWER POLE WITH TWO TRANSFORMERS AND 58 FEET EAST OF THE
 AF7540'EAST CORNER OF HOUSE 1508.
 AF7540'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7541 ***********************************************************************
 AF7541  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7541  DESIGNATION -  872 2213 G TIDAL
 AF7541  PID         -  AF7541
 AF7541  STATE/COUNTY-  FL/ST LUCIE
 AF7541  USGS QUAD   -  FORT PIERCE (1983)
 AF7541
 AF7541                         *CURRENT SURVEY CONTROL
 AF7541  ___________________________________________________________________
 AF7541* NAD 83(1986)-  27 28 04.     (N)    080 17 58.     (W)     SCALED    
 AF7541* NAVD 88     -         1.450  (meters)       4.76   (feet)  ADJUSTED  
 AF7541  ___________________________________________________________________
 AF7541  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF7541  DYNAMIC HT  -           1.448 (meters)       4.75  (feet)  COMP
 AF7541  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 AF7541
 AF7541  VERT ORDER  -  SECOND    CLASS I
 AF7541
 AF7541.The horizontal coordinates were scaled from a topographic map and have
 AF7541.an estimated accuracy of +/- 6 seconds.
 AF7541
 AF7541.The orthometric height was determined by differential leveling
 AF7541.and adjusted by the National Geodetic Survey in September 1996..
 AF7541
 AF7541.This Tidal Bench Mark is designated as VM 5431
 AF7541.by the Center for Operational Oceanographic Products and Services.
 AF7541
 AF7541.The geoid height was determined by GEOID03.
 AF7541
 AF7541.The dynamic height is computed by dividing the NAVD 88
 AF7541.geopotential number by the normal gravity value computed on the
 AF7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7541.degrees latitude (g = 980.6199 gals.).
 AF7541
 AF7541.The modeled gravity was interpolated from observed gravity values.
 AF7541
 AF7541;                    North         East    Units  Estimated Accuracy
 AF7541;SPC FL E     -   347,430.      269,240.      MT  (+/- 180 meters Scaled)
 AF7541
 AF7541                          SUPERSEDED SURVEY CONTROL
 AF7541
 AF7541  NGVD 29 (09/01/92)    1.912  (m)            6.27   (f) ADJUSTED    2 1
 AF7541
 AF7541.Superseded values are not recommended for survey control.
 AF7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7541.See file dsdata.txt to determine how the superseded data were derived.
 AF7541
 AF7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL692384(NAD 83)
 AF7541_MARKER: DJ = TIDAL STATION DISK
 AF7541_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF7541+WITH SETTING: PAVEMENT
 AF7541_SP_SET: CONCRETE STEP
 AF7541_STAMPING: 2213 G 1986
 AF7541_MARK LOGO: NOS   
 AF7541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7541+STABILITY: SURFACE MOTION
 AF7541
 AF7541  HISTORY     - Date     Condition        Report By
 AF7541  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7541  HISTORY     - 20010503 GOOD             USPSQD
 AF7541
 AF7541                          STATION DESCRIPTION
 AF7541
 AF7541'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7541'IN FORT PIERCE.
 AF7541'BEGIN AT THE JUNCTION OF STATE ROAD A1A SOUTH WITH U.S. HIGHWAY 1 IN
 AF7541'FT.  PIERCE, GO 2.05 MILES EASTERLY ON A1A TO THE MARK.  THE MARK IS
 AF7541'SET IN THE SECOND STEP LEADING TO THE SOUTH SIDE OF THE INDIAN RIVER
 AF7541'COMMUNITY COLLEGE MARINE SCIENCES CENTER (OLD COAST GUARD STATION),
 AF7541'38.9 FEET NORTH-NORTHWEST OF THE CENTERLINE OF A1A, 19.8 FEET SOUTH-
 AF7541'SOUTHEAST OF THE DOOR ON THE SOUTH SIDE OF THE BUILDING, 41.7 FEET
 AF7541'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 57.3 FEET
 AF7541'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 AF7541'THE MARK IS 2 FT ABOVE HIGHWAY.
 AF7541
 AF7541                          STATION RECOVERY (2001)
 AF7541
 AF7541'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF7541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7542 ***********************************************************************
 AF7542  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7542  DESIGNATION -  872 2213 H TIDAL
 AF7542  PID         -  AF7542
 AF7542  STATE/COUNTY-  FL/ST LUCIE
 AF7542  USGS QUAD   -  FORT PIERCE (1983)
 AF7542
 AF7542                         *CURRENT SURVEY CONTROL
 AF7542  ___________________________________________________________________
 AF7542* NAD 83(1986)-  27 28 03.     (N)    080 18 02.     (W)     SCALED    
 AF7542* NAVD 88     -         0.785  (meters)       2.58   (feet)  ADJUSTED  
 AF7542  ___________________________________________________________________
 AF7542  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF7542  DYNAMIC HT  -           0.784 (meters)       2.57  (feet)  COMP
 AF7542  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 AF7542
 AF7542  VERT ORDER  -  SECOND    CLASS I
 AF7542
 AF7542.The horizontal coordinates were scaled from a topographic map and have
 AF7542.an estimated accuracy of +/- 6 seconds.
 AF7542
 AF7542.The orthometric height was determined by differential leveling
 AF7542.and adjusted by the National Geodetic Survey in September 1996..
 AF7542
 AF7542.This Tidal Bench Mark is designated as VM 5432
 AF7542.by the Center for Operational Oceanographic Products and Services.
 AF7542
 AF7542.The geoid height was determined by GEOID03.
 AF7542
 AF7542.The dynamic height is computed by dividing the NAVD 88
 AF7542.geopotential number by the normal gravity value computed on the
 AF7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7542.degrees latitude (g = 980.6199 gals.).
 AF7542
 AF7542.The modeled gravity was interpolated from observed gravity values.
 AF7542
 AF7542;                    North         East    Units  Estimated Accuracy
 AF7542;SPC FL E     -   347,400.      269,130.      MT  (+/- 180 meters Scaled)
 AF7542
 AF7542                          SUPERSEDED SURVEY CONTROL
 AF7542
 AF7542  NGVD 29 (09/01/92)    1.246  (m)            4.09   (f) ADJUSTED    2 1
 AF7542
 AF7542.Superseded values are not recommended for survey control.
 AF7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7542.See file dsdata.txt to determine how the superseded data were derived.
 AF7542
 AF7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL691384(NAD 83)
 AF7542_MARKER: DJ = TIDAL STATION DISK
 AF7542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7542_SP_SET: CONCRETE BOX DRAIN
 AF7542_STAMPING: 2213 H 1986
 AF7542_MARK LOGO: NOS   
 AF7542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7542
 AF7542  HISTORY     - Date     Condition        Report By
 AF7542  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7542  HISTORY     - 20010503 MARK NOT FOUND   USPSQD
 AF7542
 AF7542                          STATION DESCRIPTION
 AF7542
 AF7542'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7542'IN FORT PIERCE.
 AF7542'BEGIN AT THE JUNCTION OF STATE ROAD A1A SOUTH WITH U.S. HIGHWAY 1 IN
 AF7542'FT.  PIERCE, GO 1.95 MILES EASTERLY ON A1A TO THE MARK.  THE MARK
 AF7542'BEARS 18.5 FEET NORTH OF THE CENTERLINE OF A1A, 27.5 FEET EAST OF THE
 AF7542'CENTERLINE OF THE EAST DRIVE TO THE KIWI MOTEL, 27.6 FEET WEST OF THE
 AF7542'CENTERLINE OF THE ENTANCE DRIVE TO THE DEL MAR APARTMENTS AND 10 FEET
 AF7542'WEST-SOUTHWEST OF A POWER POLE.
 AF7542'THE MARK IS ABOVE LEVEL WITH ROAD.
 AF7542
 AF7542                          STATION RECOVERY (2001)
 AF7542
 AF7542'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF7542'PAVED OVER, STATION NUMBER COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3259 ***********************************************************************
 AF3259  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3259  DESIGNATION -  872 2213 TIDAL 1
 AF3259  PID         -  AF3259
 AF3259  STATE/COUNTY-  FL/ST LUCIE
 AF3259  USGS QUAD   -  FORT PIERCE (1983)
 AF3259
 AF3259                         *CURRENT SURVEY CONTROL
 AF3259  ___________________________________________________________________
 AF3259* NAD 83(1986)-  27 28 01.     (N)    080 17 59.     (W)     SCALED    
 AF3259* NAVD 88     -         1.609  (meters)       5.28   (feet)  ADJUSTED  
 AF3259  ___________________________________________________________________
 AF3259  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF3259  DYNAMIC HT  -           1.607 (meters)       5.27  (feet)  COMP
 AF3259  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 AF3259
 AF3259  VERT ORDER  -  SECOND    CLASS 0
 AF3259
 AF3259.The horizontal coordinates were scaled from a topographic map and have
 AF3259.an estimated accuracy of +/- 6 seconds.
 AF3259
 AF3259.The orthometric height was determined by differential leveling
 AF3259.and adjusted by the National Geodetic Survey in September 1996..
 AF3259
 AF3259.This Tidal Bench Mark is designated as VM 5428
 AF3259.by the Center for Operational Oceanographic Products and Services.
 AF3259
 AF3259.The geoid height was determined by GEOID03.
 AF3259
 AF3259.The dynamic height is computed by dividing the NAVD 88
 AF3259.geopotential number by the normal gravity value computed on the
 AF3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3259.degrees latitude (g = 980.6199 gals.).
 AF3259
 AF3259.The modeled gravity was interpolated from observed gravity values.
 AF3259
 AF3259;                    North         East    Units  Estimated Accuracy
 AF3259;SPC FL E     -   347,340.      269,210.      MT  (+/- 180 meters Scaled)
 AF3259
 AF3259                          SUPERSEDED SURVEY CONTROL
 AF3259
 AF3259  NAVD 88 (06/15/91)    1.608  (m)            5.28   (f) UNKNOWN     2 0
 AF3259  NGVD 29 (09/01/92)    2.071  (m)            6.79   (f) ADJUSTED    2 0
 AF3259
 AF3259.Superseded values are not recommended for survey control.
 AF3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3259.See file dsdata.txt to determine how the superseded data were derived.
 AF3259
 AF3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL691383(NAD 83)
 AF3259_MARKER: DJ = TIDAL STATION DISK
 AF3259_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3259+WITH SETTING: PAVEMENT
 AF3259_SP_SET: CONCRETE STEP
 AF3259_STAMPING: NO 1 1969
 AF3259_MARK LOGO: CGS   
 AF3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3259+STABILITY: SURFACE MOTION
 AF3259
 AF3259  HISTORY     - Date     Condition        Report By
 AF3259  HISTORY     - 1969     MONUMENTED       CGS
 AF3259  HISTORY     - 1970     GOOD             NGS
 AF3259  HISTORY     - 1979     GOOD             FLDNR
 AF3259  HISTORY     - 1986     GOOD             FLDNR
 AF3259
 AF3259                          STATION DESCRIPTION
 AF3259
 AF3259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3259'AT FT PIERCE.
 AF3259'AT FT. PIERCE, 2 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3259'JUNCTION OF U.S. HIGHWAY 1, AT THE JUNCTION OF THE HIGHWAY
 AF3259'(SEAWAY DRIVE AND DESOTA STREET, SET IN THE TOP OF THE NORTHEAST
 AF3259'END OF THE BOTTOM STEP LEADING TO THE NORTHWEST ENTRANCE TO THE
 AF3259'COAST GUARD BARRACKS, ABOUT 100 FEET NORTH OF THE CENTER LINE OF
 AF3259'THE HIGHWAY, 84 1/2 FEET SOUTH OF BENCH MARK G 231 DESCRIBED AND
 AF3259'1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AF3259
 AF3259                          STATION RECOVERY (1979)
 AF3259
 AF3259'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3259'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN FORT
 AF3259'PIERCE, PROCEED EAST 2.05 MILES ALONG STATE ROAD A1A TO THE INDIAN
 AF3259'RIVER COMMUNITY COLLEGE MARINE SCIENCES CENTER AND THE MARK. THE MARK
 AF3259'IS SET FLUSH IN THE BOTTOM RIVER FRINT STEP OF THE MARINE SCIENCE
 AF3259'CENTER BUILDING, 84.6 FEET SOUTH SOUTHWEST OF THE SOUTHWEST LEG OF A
 AF3259'FLAG MAST, 60 FEET WEST OF A POWER POLE, AND 12.5 FEET NORTH OF THE
 AF3259'BUILDINGS FRONT DOOR.
 AF3259
 AF3259                          STATION RECOVERY (1986)
 AF3259
 AF3259'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3215 ***********************************************************************
 AF3215  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3215  DESIGNATION -  872 2213 TIDAL 2
 AF3215  PID         -  AF3215
 AF3215  STATE/COUNTY-  FL/ST LUCIE
 AF3215  USGS QUAD   -  FORT PIERCE (1983)
 AF3215
 AF3215                         *CURRENT SURVEY CONTROL
 AF3215  ___________________________________________________________________
 AF3215* NAD 83(1986)-  27 28 09.     (N)    080 17 48.     (W)     SCALED    
 AF3215* NAVD 88     -         0.856  (meters)       2.81   (feet)  ADJUSTED  
 AF3215  ___________________________________________________________________
 AF3215  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF3215  DYNAMIC HT  -           0.854 (meters)       2.80  (feet)  COMP
 AF3215  MODELED GRAV-     979,149.5   (mgal)                       NAVD 88
 AF3215
 AF3215  VERT ORDER  -  FIRST     CLASS II
 AF3215
 AF3215.The horizontal coordinates were scaled from a topographic map and have
 AF3215.an estimated accuracy of +/- 6 seconds.
 AF3215
 AF3215.The orthometric height was determined by differential leveling
 AF3215.and adjusted by the National Geodetic Survey in June 1991..
 AF3215.WARNING-Repeat measurements at this control monument indicate possible
 AF3215.vertical movement.
 AF3215
 AF3215.This Tidal Bench Mark is designated as VM 5426
 AF3215.by the Center for Operational Oceanographic Products and Services.
 AF3215
 AF3215.The geoid height was determined by GEOID03.
 AF3215
 AF3215.The dynamic height is computed by dividing the NAVD 88
 AF3215.geopotential number by the normal gravity value computed on the
 AF3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3215.degrees latitude (g = 980.6199 gals.).
 AF3215
 AF3215.The modeled gravity was interpolated from observed gravity values.
 AF3215
 AF3215;                    North         East    Units  Estimated Accuracy
 AF3215;SPC FL E     -   347,590.      269,510.      MT  (+/- 180 meters Scaled)
 AF3215
 AF3215                          SUPERSEDED SURVEY CONTROL
 AF3215
 AF3215  NGVD 29 (09/01/92)    1.314  (m)            4.31   (f) ADJUSTED    1 2
 AF3215
 AF3215.Superseded values are not recommended for survey control.
 AF3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3215.See file dsdata.txt to determine how the superseded data were derived.
 AF3215
 AF3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL694385(NAD 83)
 AF3215_MARKER: DJ = TIDAL STATION DISK
 AF3215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3215_SP_SET: WALL
 AF3215_STAMPING: NO 2 34
 AF3215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3215
 AF3215  HISTORY     - Date     Condition        Report By
 AF3215  HISTORY     - 1934     MONUMENTED       CGS
 AF3215  HISTORY     - 1965     GOOD             NGS
 AF3215  HISTORY     - 1972     GOOD             NGS
 AF3215  HISTORY     - 1979     GOOD             FLDNR
 AF3215  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF3215
 AF3215                          STATION DESCRIPTION
 AF3215
 AF3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3215'3.2 MI NE FROM FT PIERCE.
 AF3215'ABOUT 1.0 MILE NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AF3215'THE STATION AT FT. PIERCE, THENCE ABOUT 2.2 MILE EAST ALONG
 AF3215'AVENUE H AND SEAWAY DRIVE, ALONG THE SOUTH SIDE OF FT. PIERCE
 AF3215'INLET, ABOUT 0.15 MILE EAST OF THE COAST GUARD STATION, IN
 AF3215'SECTION 36, R 40 E, T 34 S, ABOUT 95 YARDS NORTH OF THE ROAD,
 AF3215'ABOUT 40 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE WEST
 AF3215'WING OF HOUSE NO. 1640, SET IN THE TOP AT THE SOUTHEAST END
 AF3215'OF A CONCRETE WING WALL AT THE NORTHEAST END OF A OLD ABANDONED
 AF3215'DOCK, ABOUT 3 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AF3215'WING WALL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AF3215'BINNEY DOCK.
 AF3215
 AF3215                          STATION RECOVERY (1972)
 AF3215
 AF3215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3215'RECOVERED IN GOOD CONDITION.
 AF3215
 AF3215                          STATION RECOVERY (1979)
 AF3215
 AF3215'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3215'RECOVERED IN GOOD CONDITION.
 AF3215
 AF3215                          STATION RECOVERY (1990)
 AF3215
 AF3215'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF3215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3256 ***********************************************************************
 AF3256  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3256  DESIGNATION -  872 2219 TIDAL 1 RESET
 AF3256  PID         -  AF3256
 AF3256  STATE/COUNTY-  FL/ST LUCIE
 AF3256  USGS QUAD   -  FORT PIERCE (1983)
 AF3256
 AF3256                         *CURRENT SURVEY CONTROL
 AF3256  ___________________________________________________________________
 AF3256* NAD 83(1986)-  27 27 25.     (N)    080 19 20.     (W)     SCALED    
 AF3256* NAVD 88     -         0.320  (meters)       1.05   (feet)  ADJUSTED  
 AF3256  ___________________________________________________________________
 AF3256  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF3256  DYNAMIC HT  -           0.320 (meters)       1.05  (feet)  COMP
 AF3256  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AF3256
 AF3256  VERT ORDER  -  SECOND    CLASS 0
 AF3256
 AF3256.The horizontal coordinates were scaled from a topographic map and have
 AF3256.an estimated accuracy of +/- 6 seconds.
 AF3256
 AF3256.The orthometric height was determined by differential leveling
 AF3256.and adjusted by the National Geodetic Survey in June 1991..
 AF3256
 AF3256.This Tidal Bench Mark is designated as VM 5434
 AF3256.by the Center for Operational Oceanographic Products and Services.
 AF3256
 AF3256.The geoid height was determined by GEOID03.
 AF3256
 AF3256.The dynamic height is computed by dividing the NAVD 88
 AF3256.geopotential number by the normal gravity value computed on the
 AF3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3256.degrees latitude (g = 980.6199 gals.).
 AF3256
 AF3256.The modeled gravity was interpolated from observed gravity values.
 AF3256
 AF3256;                    North         East    Units  Estimated Accuracy
 AF3256;SPC FL E     -   346,220.      267,000.      MT  (+/- 180 meters Scaled)
 AF3256
 AF3256                          SUPERSEDED SURVEY CONTROL
 AF3256
 AF3256  NGVD 29 (09/01/92)    0.780  (m)            2.56   (f) ADJUSTED    2 0
 AF3256
 AF3256.Superseded values are not recommended for survey control.
 AF3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3256.See file dsdata.txt to determine how the superseded data were derived.
 AF3256
 AF3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL669372(NAD 83)
 AF3256_MARKER: DJ = TIDAL STATION DISK
 AF3256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3256_SP_SET: CONCRETE SEAWALL
 AF3256_STAMPING: NO 1 1969
 AF3256_MARK LOGO: CGS   
 AF3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3256+STABILITY: SURFACE MOTION
 AF3256
 AF3256  HISTORY     - Date     Condition        Report By
 AF3256  HISTORY     - 1969     MONUMENTED       CGS
 AF3256  HISTORY     - 1970     GOOD             NGS
 AF3256  HISTORY     - 1972     GOOD             NGS
 AF3256  HISTORY     - 1984     GOOD             FLDNR
 AF3256  HISTORY     - 1986     GOOD             FLDNR
 AF3256  HISTORY     - 20010412 POOR             USPSQD
 AF3256  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AF3256  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 AF3256
 AF3256                          STATION DESCRIPTION
 AF3256
 AF3256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3256'AT FT PIERCE.
 AF3256'AT FT. PIERCE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3256'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 50 YARDS SOUTH OF THE
 AF3256'SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN RIVER,
 AF3256'SET IN THE TOP OF A 32 FOOT LONG WALL WHICH IS ALONG THE SOUTH
 AF3256'SIDE OF THE MAIN BULKHEAD, AT AN OLD WAREHOUSE, 18 FEET WEST OF
 AF3256'THE SOUTHEAST CORNER OF THE MAIN BULKHEAD, 11.8 FEET EAST OF THE
 AF3256'WEST END OF THE WALL AND 2.3 FEET BELOW THE TOP OF THE BULKHEAD.
 AF3256
 AF3256                          STATION RECOVERY (1972)
 AF3256
 AF3256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3256'RECOVERED IN GOOD CONDITION.
 AF3256
 AF3256                          STATION RECOVERY (1984)
 AF3256
 AF3256'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3256'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A SOUTH WITH US HIGHWAY 1 IN
 AF3256'FORT PIERCE, GO 0.15 MILE NORTH ON US HIGHWAY 1 TO THE INTERSECTION
 AF3256'OF FISHERMANS WHARF ROAD (OLD A1A AND AVENUE H), THENCE PROCEED EAST
 AF3256'0.3 MILE ALONG FISHERMAN WHARF TO THE FORT PIERCE MARINE PARK AND THE
 AF3256'MARK, SET FLUSH IN THE CENTER OF A SMALL 2.05 FT WIDE WALKWAY LEDGE
 AF3256'WHICH RUNS EAST AND WEST AT THE SOUTHEAT CORNER OF THE FORT PIERCE
 AF3256'MARINE PARK, 21 FT WEST OF THE EAST END OF THE WALKWAY, AND 12 FT
 AF3256'EAST OF THE WEST END OF THE WALKWAY.
 AF3256
 AF3256                          STATION RECOVERY (1986)
 AF3256
 AF3256'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AF3256'RECOVERED IN GOOD CONDITION.
 AF3256
 AF3256                          STATION RECOVERY (2001)
 AF3256
 AF3256'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3256'COVERED WITH STEEL PLATE AND MUD.
 AF3256
 AF3256                          STATION RECOVERY (2002)
 AF3256
 AF3256'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3256'CHECKED POSITION WITH DGPS, NOT FOUND
 AF3256
 AF3256                          STATION RECOVERY (2004)
 AF3256
 AF3256'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF3256'CONCRETE WALL HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3253 ***********************************************************************
 AF3253  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3253  DESIGNATION -  872 2219 TIDAL 2
 AF3253  PID         -  AF3253
 AF3253  STATE/COUNTY-  FL/ST LUCIE
 AF3253  USGS QUAD   -  FORT PIERCE (1983)
 AF3253
 AF3253                         *CURRENT SURVEY CONTROL
 AF3253  ___________________________________________________________________
 AF3253* NAD 83(1999)-  27 27 24.29014(N)    080 19 22.78742(W)     ADJUSTED  
 AF3253* NAVD 88     -         1.061  (meters)       3.48   (feet)  ADJUSTED  
 AF3253  ___________________________________________________________________
 AF3253  X           -     952,033.601 (meters)                     COMP
 AF3253  Y           -  -5,583,117.689 (meters)                     COMP
 AF3253  Z           -   2,923,205.915 (meters)                     COMP
 AF3253  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AF3253  ELLIP HEIGHT-         -26.46  (meters)          (12/12/02) GPS OBS
 AF3253  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF3253  DYNAMIC HT  -           1.059 (meters)       3.47  (feet)  COMP
 AF3253  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AF3253
 AF3253  HORZ ORDER  -  FIRST
 AF3253  VERT ORDER  -  FIRST     CLASS II
 AF3253  ELLP ORDER  -  SECOND    CLASS II
 AF3253
 AF3253.The horizontal coordinates were established by GPS observations
 AF3253.and adjusted by the National Geodetic Survey in December 2002..
 AF3253
 AF3253.The orthometric height was determined by differential leveling
 AF3253.and adjusted by the National Geodetic Survey in June 1991..
 AF3253
 AF3253.This Tidal Bench Mark is designated as VM 5435
 AF3253.by the Center for Operational Oceanographic Products and Services.
 AF3253
 AF3253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF3253
 AF3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF3253
 AF3253.The ellipsoidal height was determined by GPS observations
 AF3253.and is referenced to NAD 83.
 AF3253
 AF3253.The geoid height was determined by GEOID03.
 AF3253
 AF3253.The dynamic height is computed by dividing the NAVD 88
 AF3253.geopotential number by the normal gravity value computed on the
 AF3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3253.degrees latitude (g = 980.6199 gals.).
 AF3253
 AF3253.The modeled gravity was interpolated from observed gravity values.
 AF3253
 AF3253;                    North         East     Units Scale Factor Converg.
 AF3253;SPC FL E     -   346,194.223   266,919.259   MT  0.99999643   +0 18 43.8
 AF3253;SPC FL E     - 1,135,805.55    875,717.60   sFT  0.99999643   +0 18 43.8
 AF3253;UTM  17      - 3,037,208.084   566,896.426   MT  0.99965524   +0 18 43.8
 AF3253
 AF3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF3253!SPC FL E     -   1.00000416  x   0.99999643  =   1.00000059
 AF3253!UTM  17      -   1.00000416  x   0.99965524  =   0.99965940
 AF3253
 AF3253|---------------------------------------------------------------------|
 AF3253| PID    Reference Object                     Distance      Geod. Az  |
 AF3253|                                                           dddmmss.s |
 AF3253| AF3250 872 2219 TIDAL 3                    111.577 METERS 31200     |
 AF3253|---------------------------------------------------------------------|
 AF3253
 AF3253                          SUPERSEDED SURVEY CONTROL
 AF3253
 AF3253  NAVD 88 (12/12/02)    1.06   (m)            3.5    (f) LEVELING    3  
 AF3253  NGVD 29 (09/01/92)    1.521  (m)            4.99   (f) ADJUSTED    2 0
 AF3253
 AF3253.Superseded values are not recommended for survey control.
 AF3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3253.See file dsdata.txt to determine how the superseded data were derived.
 AF3253
 AF3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6689637208(NAD 83)
 AF3253_MARKER: DJ = TIDAL STATION DISK
 AF3253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3253_SP_SET: BULKHEAD
 AF3253_STAMPING: NO 2 1969
 AF3253_MARK LOGO: CGS   
 AF3253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3253+STABILITY: SURFACE MOTION
 AF3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3253+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 AF3253
 AF3253  HISTORY     - Date     Condition        Report By
 AF3253  HISTORY     - 1969     MONUMENTED       CGS
 AF3253  HISTORY     - 1970     GOOD             NGS
 AF3253  HISTORY     - 1972     GOOD             NGS
 AF3253  HISTORY     - 1979     GOOD             FLDNR
 AF3253  HISTORY     - 1980     GOOD             FLDNR
 AF3253  HISTORY     - 1984     GOOD             FLDNR
 AF3253  HISTORY     - 20010412 GOOD             USPSQD
 AF3253  HISTORY     - 20010608 GOOD             EMCINC
 AF3253  HISTORY     - 20020415 GOOD             MAPTEC
 AF3253  HISTORY     - 20020530 GOOD             USPSQD
 AF3253  HISTORY     - 20040226 GOOD             USPSQD
 AF3253
 AF3253                          STATION DESCRIPTION
 AF3253
 AF3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3253'AT FT PIERCE.
 AF3253'AT FT PIERCE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3253'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 65 YARDS SOUTHWEST
 AF3253'OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN
 AF3253'RIVER, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 AF3253'BULKHEAD WHICH IS AT THE NORTHWEST CORNER OF A BOAT LIFT SLIP,
 AF3253'90 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 1 FOOT SOUTH
 AF3253'OF THE NORTH RAIL FOR THE BOAT LIFT CRANE AND ABOUT LEVEL WITH
 AF3253'THE DOCK.
 AF3253
 AF3253                          STATION RECOVERY (1972)
 AF3253
 AF3253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (1979)
 AF3253
 AF3253'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3253'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN FORT
 AF3253'PIERCE, PROCEED NORTH 0.15 MILE ALONG U.S. HIGHWAY 1 TO THE JUNCTION
 AF3253'OF FISHERMANS WHARF (ALSO AVENUE H AND OLD A1A), PROCEED EAST 0.3
 AF3253'MILE ALONG FISHERMANS WHARF TO THE FORT PIERCE MARINE PARK AND THE
 AF3253'MARK. THE MARK IS SET IN THE NORTHWEST CORNER OF THE BOAT LIFT WELL,
 AF3253'18.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE LIFTWELL, 1.3
 AF3253'FEET WEST OF THE NORTHEAST CORNER, AND 1 FOOT SOUTH OF THE NORTH RAIL.
 AF3253'OF THE MARINE RAILROAD.
 AF3253
 AF3253                          STATION RECOVERY (1980)
 AF3253
 AF3253'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (1984)
 AF3253
 AF3253'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (2001)
 AF3253
 AF3253'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (2001)
 AF3253
 AF3253'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF3253'RECOVERED AS DESCRIBED.
 AF3253
 AF3253                          STATION RECOVERY (2002)
 AF3253
 AF3253'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF3253'RECOVERED AS DESCRIBED
 AF3253'
 AF3253
 AF3253                          STATION RECOVERY (2002)
 AF3253
 AF3253'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3253'DESIGNATION 872 2219 TIDAL 2 MISSING.
 AF3253'DESIGNATION NO 2 1969
 AF3253'DGS POSITION 27-27-404 N   80-19-386 W  15' ACCURACY
 AF3253
 AF3253                          STATION RECOVERY (2004)
 AF3253
 AF3253'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF3253'GPS POSITION 27 27.407 N AND 080 19.387 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3250 ***********************************************************************
 AF3250  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3250  DESIGNATION -  872 2219 TIDAL 3
 AF3250  PID         -  AF3250
 AF3250  STATE/COUNTY-  FL/ST LUCIE
 AF3250  USGS QUAD   -  FORT PIERCE (1983)
 AF3250
 AF3250                         *CURRENT SURVEY CONTROL
 AF3250  ___________________________________________________________________
 AF3250* NAD 83(1999)-  27 27 26.71544(N)    080 19 25.80742(W)     ADJUSTED  
 AF3250* NAVD 88     -         1.715  (meters)       5.63   (feet)  ADJUSTED  
 AF3250  ___________________________________________________________________
 AF3250  X           -     951,946.173 (meters)                     COMP
 AF3250  Y           -  -5,583,098.291 (meters)                     COMP
 AF3250  Z           -   2,923,272.471 (meters)                     COMP
 AF3250  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AF3250  ELLIP HEIGHT-         -25.78  (meters)          (12/12/02) GPS OBS
 AF3250  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF3250  DYNAMIC HT  -           1.712 (meters)       5.62  (feet)  COMP
 AF3250  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 AF3250
 AF3250  HORZ ORDER  -  FIRST
 AF3250  VERT ORDER  -  FIRST     CLASS II
 AF3250  ELLP ORDER  -  SECOND    CLASS II
 AF3250
 AF3250.The horizontal coordinates were established by GPS observations
 AF3250.and adjusted by the National Geodetic Survey in December 2002..
 AF3250
 AF3250.The orthometric height was determined by differential leveling
 AF3250.and adjusted by the National Geodetic Survey in November 2001..
 AF3250.WARNING-Repeat measurements at this control monument indicate possible
 AF3250.vertical movement.
 AF3250
 AF3250.This Tidal Bench Mark is designated as VM 5433
 AF3250.by the Center for Operational Oceanographic Products and Services.
 AF3250
 AF3250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF3250
 AF3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF3250
 AF3250.The ellipsoidal height was determined by GPS observations
 AF3250.and is referenced to NAD 83.
 AF3250
 AF3250.The geoid height was determined by GEOID03.
 AF3250
 AF3250.The dynamic height is computed by dividing the NAVD 88
 AF3250.geopotential number by the normal gravity value computed on the
 AF3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3250.degrees latitude (g = 980.6199 gals.).
 AF3250
 AF3250.The modeled gravity was interpolated from observed gravity values.
 AF3250
 AF3250;                    North         East     Units Scale Factor Converg.
 AF3250;SPC FL E     -   346,268.422   266,835.929   MT  0.99999630   +0 18 42.4
 AF3250;SPC FL E     - 1,136,048.98    875,444.21   sFT  0.99999630   +0 18 42.4
 AF3250;UTM  17      - 3,037,282.258   566,813.125   MT  0.99965510   +0 18 42.4
 AF3250
 AF3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF3250!SPC FL E     -   1.00000405  x   0.99999630  =   1.00000035
 AF3250!UTM  17      -   1.00000405  x   0.99965510  =   0.99965915
 AF3250
 AF3250|---------------------------------------------------------------------|
 AF3250| PID    Reference Object                     Distance      Geod. Az  |
 AF3250|                                                           dddmmss.s |
 AF3250| AF3253 872 2219 TIDAL 2                    111.577 METERS 13200     |
 AF3250|---------------------------------------------------------------------|
 AF3250
 AF3250                          SUPERSEDED SURVEY CONTROL
 AF3250
 AF3250  NAVD 88 (06/15/91)    1.724  (m)            5.66   (f) UNKNOWN     1 1
 AF3250  NGVD 29 (09/01/92)    2.183  (m)            7.16   (f) ADJUSTED    1 1
 AF3250
 AF3250.Superseded values are not recommended for survey control.
 AF3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3250.See file dsdata.txt to determine how the superseded data were derived.
 AF3250
 AF3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6681337282(NAD 83)
 AF3250_MARKER: DJ = TIDAL STATION DISK
 AF3250_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF3250_SP_SET: BULKHEAD
 AF3250_STAMPING: NO 3 1930
 AF3250_MARK LOGO: CGS   
 AF3250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3250+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 AF3250
 AF3250  HISTORY     - Date     Condition        Report By
 AF3250  HISTORY     - 1930     MONUMENTED       CGS
 AF3250  HISTORY     - 1970     GOOD             NGS
 AF3250  HISTORY     - 1972     GOOD             NGS
 AF3250  HISTORY     - 1979     GOOD             FLDNR
 AF3250  HISTORY     - 1979     GOOD             FLDNR
 AF3250  HISTORY     - 1984     GOOD             FLDNR
 AF3250  HISTORY     - 20010412 GOOD             USPSQD
 AF3250  HISTORY     - 20010608 GOOD             EMCINC
 AF3250  HISTORY     - 20020415 GOOD             MAPTEC
 AF3250  HISTORY     - 20020530 GOOD             USPSQD
 AF3250
 AF3250                          STATION DESCRIPTION
 AF3250
 AF3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3250'AT FT PIERCE.
 AF3250'AT FT. PIERCE, ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3250'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 130 YARDS NORTHWEST
 AF3250'OF THE NORTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN
 AF3250'RIVER, SET ON THE TOP OF THE SOUTH END OF A CONCRETE BULKHEAD,
 AF3250'NEAR THE WEST END OF A SHORT DOCKING SLIP, 108 FEET NORTH OF THE
 AF3250'NORTH CURB OF THE HIGHWAY, 46 FEET SOUTHEAST OF THE SOUTHEAST
 AF3250'CORNER OF THE FT PIERCE GROWERS ASSOCIATION WARERHOUSE, 2.9
 AF3250'FEET NORTH OF THE SOUTH END OF THE BULKHEAD AND ABOUT LEVEL
 AF3250'WITH THE HIGHWAY.
 AF3250
 AF3250                          STATION RECOVERY (1972)
 AF3250
 AF3250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (1979)
 AF3250
 AF3250'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (1979)
 AF3250
 AF3250'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (1984)
 AF3250
 AF3250'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3250'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE OLD HIGHWAY
 AF3250'A1A BRIDGE IS GONE.  THE MARK BEARS ABOUT 105 YARDS NORTHWEST OF THE
 AF3250'DEAD END OF FISHERMANS WHARF ROAD (OLD A1A), 131 FEET NORTH OF THE
 AF3250'CENTERLINE OF THE ROAD AND 46 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AF3250'OF THE INDIAN HARBOR CITRUS INC. WAREHOUSE.
 AF3250'THE MARK IS 1 FT ABOVE ROAD.
 AF3250
 AF3250                          STATION RECOVERY (2001)
 AF3250
 AF3250'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (2001)
 AF3250
 AF3250'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF3250'RECOVERED AS DESCRIBED.
 AF3250
 AF3250                          STATION RECOVERY (2002)
 AF3250
 AF3250'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF3250'RECOVERED AS DESCRIBED
 AF3250'
 AF3250
 AF3250                          STATION RECOVERY (2002)
 AF3250
 AF3250'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3250'DESIGNATION 872 2219 TIDAL 3 MISSING.
 AF3250'DESIGNATION NO 3 1960
 AF3250'DGS POSITION 27-27-448 N   80-19-427 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3254 ***********************************************************************
 AF3254  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3254  DESIGNATION -  872 2219 TIDAL 3 A
 AF3254  PID         -  AF3254
 AF3254  STATE/COUNTY-  FL/ST LUCIE
 AF3254  USGS QUAD   -  FORT PIERCE (1983)
 AF3254
 AF3254                         *CURRENT SURVEY CONTROL
 AF3254  ___________________________________________________________________
 AF3254* NAD 83(1986)-  27 27 25.     (N)    080 19 20.     (W)     SCALED    
 AF3254* NAVD 88     -         1.047  (meters)       3.44   (feet)  ADJUSTED  
 AF3254  ___________________________________________________________________
 AF3254  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF3254  DYNAMIC HT  -           1.045 (meters)       3.43  (feet)  COMP
 AF3254  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AF3254
 AF3254  VERT ORDER  -  SECOND    CLASS 0
 AF3254
 AF3254.The horizontal coordinates were scaled from a topographic map and have
 AF3254.an estimated accuracy of +/- 6 seconds.
 AF3254
 AF3254.The orthometric height was determined by differential leveling
 AF3254.and adjusted by the National Geodetic Survey in June 1991..
 AF3254
 AF3254.This Tidal Bench Mark is designated as VM 5436
 AF3254.by the Center for Operational Oceanographic Products and Services.
 AF3254
 AF3254.The geoid height was determined by GEOID03.
 AF3254
 AF3254.The dynamic height is computed by dividing the NAVD 88
 AF3254.geopotential number by the normal gravity value computed on the
 AF3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3254.degrees latitude (g = 980.6199 gals.).
 AF3254
 AF3254.The modeled gravity was interpolated from observed gravity values.
 AF3254
 AF3254;                    North         East    Units  Estimated Accuracy
 AF3254;SPC FL E     -   346,220.      267,000.      MT  (+/- 180 meters Scaled)
 AF3254
 AF3254                          SUPERSEDED SURVEY CONTROL
 AF3254
 AF3254  NGVD 29 (09/01/92)    1.507  (m)            4.94   (f) ADJUSTED    2 0
 AF3254
 AF3254.Superseded values are not recommended for survey control.
 AF3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3254.See file dsdata.txt to determine how the superseded data were derived.
 AF3254
 AF3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL669372(NAD 83)
 AF3254_MARKER: DJ = TIDAL STATION DISK
 AF3254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3254_SP_SET: CONCRETE SEAWALL
 AF3254_STAMPING: NO 3A 1969
 AF3254_MARK LOGO: CGS   
 AF3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3254+STABILITY: SURFACE MOTION
 AF3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3254+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 AF3254
 AF3254  HISTORY     - Date     Condition        Report By
 AF3254  HISTORY     - 1969     MONUMENTED       CGS
 AF3254  HISTORY     - 1970     GOOD             NGS
 AF3254  HISTORY     - 1972     GOOD             NGS
 AF3254  HISTORY     - 1979     GOOD             FLDNR
 AF3254  HISTORY     - 1980     GOOD             FLDNR
 AF3254  HISTORY     - 1984     GOOD             FLDNR
 AF3254  HISTORY     - 20010412 POOR             USPSQD
 AF3254  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AF3254  HISTORY     - 20040226 GOOD             USPSQD
 AF3254
 AF3254                          STATION DESCRIPTION
 AF3254
 AF3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3254'AT FT PIERCE.
 AF3254'AT FT PIERCE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3254'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 95 YARDS SOUTHWEST
 AF3254'OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN
 AF3254'RIVER, SET ON THE TOP OF A CONCRETE BULKHEAD, 118 FEET SOUTH
 AF3254'OF THE SOUTH CURB OF THE HIGHWAY, 66.4 FEET SOUTHEAST OF THE
 AF3254'SOUTHEAST CORNER OF THE BUILDING WHICH HOUSES THE SIMONSENS
 AF3254'RESTAURANT, AND ABOUT LEVEL WITH THE DOCK.
 AF3254
 AF3254                          STATION RECOVERY (1972)
 AF3254
 AF3254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3254'RECOVERED IN GOOD CONDITION.
 AF3254
 AF3254                          STATION RECOVERY (1979)
 AF3254
 AF3254'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3254'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN FORT
 AF3254'PIERCE, PROCEED NORTH 0.15 MILE ALONG U.S. HIGHWAY 1 TO THE JUNCTION
 AF3254'OF FISHERMANS WHARF (ALSO AVENUE H AND OLD A1A), PROCEED EAST 0.3
 AF3254'MILE ALONG FISHERMANS WHARF TO THE FORT PIERCE MARINE PARK AND THE
 AF3254'MARK. THE MARK IS IN THE CENTER OF A CONCRETE CAP IN THE SOUTH
 AF3254'BULKHEAD AT THE MARINE PARK, 136 FEET WEST OF THE SOUTHEAST CORNER OF
 AF3254'THE BULKHEAD, 28.5 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 AF3254'T-SHAPED DOCK, AND 8 FEET SOUTH OF THE WEST END OF THE SOUTH RAIL OF
 AF3254'THE MARINE RAILROAD.
 AF3254
 AF3254                          STATION RECOVERY (1980)
 AF3254
 AF3254'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3254'RECOVERED IN GOOD CONDITION.
 AF3254
 AF3254                          STATION RECOVERY (1984)
 AF3254
 AF3254'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3254'RECOVERED IN GOOD CONDITION.
 AF3254
 AF3254                          STATION RECOVERY (2001)
 AF3254
 AF3254'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3254'COVERED WITH STEEL PLATE AND MUD.
 AF3254
 AF3254                          STATION RECOVERY (2002)
 AF3254
 AF3254'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3254'CHECKED POSITION WITH DGPS, NOT FOUND
 AF3254
 AF3254                          STATION RECOVERY (2004)
 AF3254
 AF3254'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF3254'GPS POSITION 27 27.444 N AND 080 19.430 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7547 ***********************************************************************
 AF7547  DESIGNATION -  872 2312 F TIDAL
 AF7547  PID         -  AF7547
 AF7547  STATE/COUNTY-  FL/ST LUCIE
 AF7547  USGS QUAD   -  EDEN (1983)
 AF7547
 AF7547                         *CURRENT SURVEY CONTROL
 AF7547  ___________________________________________________________________
 AF7547* NAD 83(1986)-  27 17 11.     (N)    080 13 27.     (W)     SCALED    
 AF7547* NAVD 88     -         1.788  (meters)       5.87   (feet)  ADJUSTED  
 AF7547  ___________________________________________________________________
 AF7547  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF7547  DYNAMIC HT  -           1.785 (meters)       5.86  (feet)  COMP
 AF7547  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AF7547
 AF7547  VERT ORDER  -  SECOND    CLASS I
 AF7547
 AF7547.The horizontal coordinates were scaled from a topographic map and have
 AF7547.an estimated accuracy of +/- 6 seconds.
 AF7547
 AF7547.The orthometric height was determined by differential leveling
 AF7547.and adjusted by the National Geodetic Survey in September 1996..
 AF7547
 AF7547.The geoid height was determined by GEOID03.
 AF7547
 AF7547.The dynamic height is computed by dividing the NAVD 88
 AF7547.geopotential number by the normal gravity value computed on the
 AF7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7547.degrees latitude (g = 980.6199 gals.).
 AF7547
 AF7547.The modeled gravity was interpolated from observed gravity values.
 AF7547
 AF7547;                    North         East    Units  Estimated Accuracy
 AF7547;SPC FL E     -   327,370.      276,810.      MT  (+/- 180 meters Scaled)
 AF7547
 AF7547                          SUPERSEDED SURVEY CONTROL
 AF7547
 AF7547  NGVD 29 (09/01/92)    2.241  (m)            7.35   (f) ADJUSTED    2 1
 AF7547
 AF7547.Superseded values are not recommended for survey control.
 AF7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7547.See file dsdata.txt to determine how the superseded data were derived.
 AF7547
 AF7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767183(NAD 83)
 AF7547_MARKER: DJ = TIDAL STATION DISK
 AF7547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7547_SP_SET: CONCRETE BRIDGE
 AF7547_STAMPING: 2312 F 1986
 AF7547_MARK LOGO: NOS   
 AF7547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7547+STABILITY: SURFACE MOTION
 AF7547
 AF7547  HISTORY     - Date     Condition        Report By
 AF7547  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7547
 AF7547                          STATION DESCRIPTION
 AF7547
 AF7547'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7547'2.35 MI NORTH FROM JENSEN BEACH.
 AF7547'BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE ALONG STATE ROAD A1A NORTH
 AF7547'OF JENSEN BEACH, GO 1.8 MILES NORTH ON A1A TO THE ENTRANCE TO NETTLES
 AF7547'ISLAND RESORT (OUTDOOR RESORTS OF AMERICA), GO 0.7 MILE WEST ON
 AF7547'NETTLES ISLAND BOULEVARD TO SOUTH DAKOTA AVENUE, GO 0.15 MILE NORTH
 AF7547'ON SOUTH DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON
 AF7547'MICHIGAN AVENUE TO A SMALL BRIDGE OVER A CANAL AND THE MARK.  THE
 AF7547'MARK IS AT THE NORTHWEST CORNER OF THE BRIDGE, 10.4 FEET NORTH OF THE
 AF7547'CENTERLINE OF THE ROAD, 1.4 FEET WEST OF THE WEST END OF THE BRIDGE
 AF7547'RAIL, 64.8 FEET EAST OF THE CENTERLINE OF WASHINGTON LOOP AND ABOUT
 AF7547'500 FEET SOUTH OF BENCH MARK NO 4 1972.
 AF7547'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7548 ***********************************************************************
 AF7548  DESIGNATION -  872 2312 G TIDAL
 AF7548  PID         -  AF7548
 AF7548  STATE/COUNTY-  FL/ST LUCIE
 AF7548  USGS QUAD   -  EDEN (1983)
 AF7548
 AF7548                         *CURRENT SURVEY CONTROL
 AF7548  ___________________________________________________________________
 AF7548* NAD 83(1986)-  27 17 11.     (N)    080 13 25.     (W)     SCALED    
 AF7548* NAVD 88     -         1.271  (meters)       4.17   (feet)  ADJUSTED  
 AF7548  ___________________________________________________________________
 AF7548  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF7548  DYNAMIC HT  -           1.269 (meters)       4.16  (feet)  COMP
 AF7548  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AF7548
 AF7548  VERT ORDER  -  SECOND    CLASS I
 AF7548
 AF7548.The horizontal coordinates were scaled from a topographic map and have
 AF7548.an estimated accuracy of +/- 6 seconds.
 AF7548
 AF7548.The orthometric height was determined by differential leveling
 AF7548.and adjusted by the National Geodetic Survey in September 1996..
 AF7548
 AF7548.The geoid height was determined by GEOID03.
 AF7548
 AF7548.The dynamic height is computed by dividing the NAVD 88
 AF7548.geopotential number by the normal gravity value computed on the
 AF7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7548.degrees latitude (g = 980.6199 gals.).
 AF7548
 AF7548.The modeled gravity was interpolated from observed gravity values.
 AF7548
 AF7548;                    North         East    Units  Estimated Accuracy
 AF7548;SPC FL E     -   327,370.      276,860.      MT  (+/- 180 meters Scaled)
 AF7548
 AF7548                          SUPERSEDED SURVEY CONTROL
 AF7548
 AF7548  NGVD 29 (09/01/92)    1.724  (m)            5.66   (f) ADJUSTED    2 1
 AF7548
 AF7548.Superseded values are not recommended for survey control.
 AF7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7548.See file dsdata.txt to determine how the superseded data were derived.
 AF7548
 AF7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL768183(NAD 83)
 AF7548_MARKER: DJ = TIDAL STATION DISK
 AF7548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7548_SP_SET: STAINLESS STEEL ROD
 AF7548_STAMPING: 2312 G 1986
 AF7548_MARK LOGO: NOS   
 AF7548_PROJECTION: FLUSH
 AF7548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7548_ROD/PIPE-DEPTH: 19.5 meters
 AF7548
 AF7548  HISTORY     - Date     Condition        Report By
 AF7548  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7548
 AF7548                          STATION DESCRIPTION
 AF7548
 AF7548'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7548'2.3 MI NNW FROM JENSEN BEACH.
 AF7548'BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE ALONG STATE ROAD A1A NORTH
 AF7548'OF JENSEN BEACH, GO 1.8 MILES NORTH ON A1A TO THE ENTRANCE TO NETTLES
 AF7548'ISLAND RESORT (OUTDOOR RESORTS OF AMERICA), GO 0.8 MILE WEST ON
 AF7548'NETTLES ISLAND BOULEVARD TO THE RECREATION AREA AND THE MARK.  THE
 AF7548'MARK BEARS 20 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE BOULEVARD,
 AF7548'107 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 28.1
 AF7548'FEET NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY FOR THE PARKING
 AF7548'LOT, AND 1 FOOT NORTH OF THE INSIDE CORNER OF THE SOUTHEAST TRAFFIC
 AF7548'ISLAND IN THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6937 ***********************************************************************
 AF6937  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6937  DESIGNATION -  872 2312 TIDAL 1
 AF6937  PID         -  AF6937
 AF6937  STATE/COUNTY-  FL/ST LUCIE
 AF6937  USGS QUAD   -  EDEN (1983)
 AF6937
 AF6937                         *CURRENT SURVEY CONTROL
 AF6937  ___________________________________________________________________
 AF6937* NAD 83(1986)-  27 17 15.     (N)    080 13 27.     (W)     SCALED    
 AF6937* NAVD 88     -         1.063  (meters)       3.49   (feet)  ADJUSTED  
 AF6937  ___________________________________________________________________
 AF6937  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6937  DYNAMIC HT  -           1.061 (meters)       3.48  (feet)  COMP
 AF6937  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 AF6937
 AF6937  VERT ORDER  -  SECOND    CLASS I
 AF6937
 AF6937.The horizontal coordinates were scaled from a topographic map and have
 AF6937.an estimated accuracy of +/- 6 seconds.
 AF6937
 AF6937.The orthometric height was determined by differential leveling
 AF6937.and adjusted by the National Geodetic Survey in June 1991..
 AF6937
 AF6937.This Tidal Bench Mark is designated as VM 10795
 AF6937.by the Center for Operational Oceanographic Products and Services.
 AF6937
 AF6937.The geoid height was determined by GEOID03.
 AF6937
 AF6937.The dynamic height is computed by dividing the NAVD 88
 AF6937.geopotential number by the normal gravity value computed on the
 AF6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6937.degrees latitude (g = 980.6199 gals.).
 AF6937
 AF6937.The modeled gravity was interpolated from observed gravity values.
 AF6937
 AF6937;                    North         East    Units  Estimated Accuracy
 AF6937;SPC FL E     -   327,500.      276,810.      MT  (+/- 180 meters Scaled)
 AF6937
 AF6937                          SUPERSEDED SURVEY CONTROL
 AF6937
 AF6937  NGVD 29 (09/01/92)    1.515  (m)            4.97   (f) ADJUSTED    2 1
 AF6937
 AF6937.Superseded values are not recommended for survey control.
 AF6937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6937.See file dsdata.txt to determine how the superseded data were derived.
 AF6937
 AF6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767185(NAD 83)
 AF6937_MARKER: DJ = TIDAL STATION DISK
 AF6937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6937_SP_SET: CONCRETE SEAWALL
 AF6937_STAMPING: NO 1 1972
 AF6937_MARK LOGO: NOS   
 AF6937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6937+STABILITY: SURFACE MOTION
 AF6937
 AF6937  HISTORY     - Date     Condition        Report By
 AF6937  HISTORY     - 1972     MONUMENTED       NOS
 AF6937  HISTORY     - 1980     GOOD             FLDNR
 AF6937  HISTORY     - 1986     GOOD             FLDNR
 AF6937  HISTORY     - 1989     GOOD             USPSQD
 AF6937  HISTORY     - 1991     GOOD             USPSQD
 AF6937
 AF6937                          STATION DESCRIPTION
 AF6937
 AF6937'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6937'2.4 MI NNW FROM JENSEN BEACH.
 AF6937'THE BENCH MARK IS SET FLUSH IN THE TOP OF A CONCRETE BULKHEAD WHICH
 AF6937'ENCIRCLES THE ENTIRE ISLAND, AT THE EXTREME NORTHWEST CORNER OF THE
 AF6937'ISLAND, 171 FEET SOUTHWEST OF BENCH MARK NO 2 1972, 34.8 FEET
 AF6937'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE BULKHEAD, AND 0.8 FOOT
 AF6937'FROM THE SEAWARD EDGE OF THE BULKHEAD.
 AF6937
 AF6937                          STATION RECOVERY (1986)
 AF6937
 AF6937'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6937'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6937'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6937'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6937'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6937'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6937'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6937'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6937'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6937'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6937'ISLAND AND THE MARK VICINITY.
 AF6937
 AF6937                          STATION RECOVERY (1989)
 AF6937
 AF6937'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6937'RECOVERED IN GOOD CONDITION.
 AF6937
 AF6937                          STATION RECOVERY (1991)
 AF6937
 AF6937'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6936 ***********************************************************************
 AF6936  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6936  DESIGNATION -  872 2312 TIDAL 2
 AF6936  PID         -  AF6936
 AF6936  STATE/COUNTY-  FL/ST LUCIE
 AF6936  USGS QUAD   -  EDEN (1983)
 AF6936
 AF6936                         *CURRENT SURVEY CONTROL
 AF6936  ___________________________________________________________________
 AF6936* NAD 83(1986)-  27 17 15.     (N)    080 13 27.     (W)     SCALED    
 AF6936* NAVD 88     -         1.080  (meters)       3.54   (feet)  ADJUSTED  
 AF6936  ___________________________________________________________________
 AF6936  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6936  DYNAMIC HT  -           1.078 (meters)       3.54  (feet)  COMP
 AF6936  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 AF6936
 AF6936  VERT ORDER  -  SECOND    CLASS I
 AF6936
 AF6936.The horizontal coordinates were scaled from a topographic map and have
 AF6936.an estimated accuracy of +/- 6 seconds.
 AF6936
 AF6936.The orthometric height was determined by differential leveling
 AF6936.and adjusted by the National Geodetic Survey in June 1991..
 AF6936
 AF6936.This Tidal Bench Mark is designated as VM 10796
 AF6936.by the Center for Operational Oceanographic Products and Services.
 AF6936
 AF6936.The geoid height was determined by GEOID03.
 AF6936
 AF6936.The dynamic height is computed by dividing the NAVD 88
 AF6936.geopotential number by the normal gravity value computed on the
 AF6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6936.degrees latitude (g = 980.6199 gals.).
 AF6936
 AF6936.The modeled gravity was interpolated from observed gravity values.
 AF6936
 AF6936;                    North         East    Units  Estimated Accuracy
 AF6936;SPC FL E     -   327,500.      276,810.      MT  (+/- 180 meters Scaled)
 AF6936
 AF6936                          SUPERSEDED SURVEY CONTROL
 AF6936
 AF6936  NGVD 29 (09/01/92)    1.533  (m)            5.03   (f) ADJUSTED    2 1
 AF6936
 AF6936.Superseded values are not recommended for survey control.
 AF6936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6936.See file dsdata.txt to determine how the superseded data were derived.
 AF6936
 AF6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767185(NAD 83)
 AF6936_MARKER: DJ = TIDAL STATION DISK
 AF6936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6936_SP_SET: CONCRETE SEAWALL
 AF6936_STAMPING: NO 2 1972
 AF6936_MARK LOGO: NOS   
 AF6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6936+STABILITY: SURFACE MOTION
 AF6936
 AF6936  HISTORY     - Date     Condition        Report By
 AF6936  HISTORY     - 1972     MONUMENTED       NOS
 AF6936  HISTORY     - 1980     GOOD             FLDNR
 AF6936  HISTORY     - 1986     GOOD             FLDNR
 AF6936  HISTORY     - 1989     GOOD             USPSQD
 AF6936  HISTORY     - 1991     GOOD             USPSQD
 AF6936
 AF6936                          STATION DESCRIPTION
 AF6936
 AF6936'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6936'2.4 MI NNW FROM JENSEN BEACH.
 AF6936'THE BENCH MARK IS SET FLUSH IN THE TOP OF A CONCRETE BULKHEAD WHICH
 AF6936'ENCIRCLES THE ENTIRE ISLAND NEAR THE NORTHWEST CORNER OF THE ISLAND,
 AF6936'301.7 FEET WEST-SOUTHWEST OF BENCH MARK NO 3 1972, 168.2 FEET
 AF6936'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE BULKHEAD, AND 0.8 FOOT
 AF6936'SOUTH OF THE NORTH EDGE OF THE BULKHEAD.
 AF6936
 AF6936                          STATION RECOVERY (1986)
 AF6936
 AF6936'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6936'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6936'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6936'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6936'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6936'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6936'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6936'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6936'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6936'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6936'ISLAND AND THE MARK VICINITY.
 AF6936
 AF6936                          STATION RECOVERY (1989)
 AF6936
 AF6936'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6936'RECOVERED IN GOOD CONDITION.
 AF6936
 AF6936                          STATION RECOVERY (1991)
 AF6936
 AF6936'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6806 ***********************************************************************
 AF6806  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6806  DESIGNATION -  872 2312 TIDAL 3
 AF6806  PID         -  AF6806
 AF6806  STATE/COUNTY-  FL/ST LUCIE
 AF6806  USGS QUAD   -  EDEN (1983)
 AF6806
 AF6806                         *CURRENT SURVEY CONTROL
 AF6806  ___________________________________________________________________
 AF6806* NAD 83(1986)-  27 17 16.     (N)    080 13 29.     (W)     SCALED    
 AF6806* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 AF6806  ___________________________________________________________________
 AF6806  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6806  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 AF6806  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 AF6806
 AF6806  VERT ORDER  -  SECOND    CLASS I
 AF6806
 AF6806.The horizontal coordinates were scaled from a topographic map and have
 AF6806.an estimated accuracy of +/- 6 seconds.
 AF6806
 AF6806.The orthometric height was determined by differential leveling
 AF6806.and adjusted by the National Geodetic Survey in September 1996..
 AF6806
 AF6806.This Tidal Bench Mark is designated as VM 10797
 AF6806.by the Center for Operational Oceanographic Products and Services.
 AF6806
 AF6806.The geoid height was determined by GEOID03.
 AF6806
 AF6806.The dynamic height is computed by dividing the NAVD 88
 AF6806.geopotential number by the normal gravity value computed on the
 AF6806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6806.degrees latitude (g = 980.6199 gals.).
 AF6806
 AF6806.The modeled gravity was interpolated from observed gravity values.
 AF6806
 AF6806;                    North         East    Units  Estimated Accuracy
 AF6806;SPC FL E     -   327,530.      276,750.      MT  (+/- 180 meters Scaled)
 AF6806
 AF6806                          SUPERSEDED SURVEY CONTROL
 AF6806
 AF6806  NAVD 88 (06/15/91)    1.095  (m)            3.59   (f) UNKNOWN     2 1
 AF6806  NGVD 29 (09/01/92)    1.538  (m)            5.05   (f) ADJUSTED    2 1
 AF6806
 AF6806.Superseded values are not recommended for survey control.
 AF6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6806.See file dsdata.txt to determine how the superseded data were derived.
 AF6806
 AF6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767185(NAD 83)
 AF6806_MARKER: DJ = TIDAL STATION DISK
 AF6806_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6806_SP_SET: CONCRETE SEAWALL
 AF6806_STAMPING: NO 3 1972
 AF6806_MARK LOGO: NOS   
 AF6806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6806+STABILITY: SURFACE MOTION
 AF6806
 AF6806  HISTORY     - Date     Condition        Report By
 AF6806  HISTORY     - 1972     MONUMENTED       NOS
 AF6806  HISTORY     - 1979     GOOD             FLDNR
 AF6806  HISTORY     - 1986     GOOD             FLDNR
 AF6806  HISTORY     - 1989     GOOD             USPSQD
 AF6806  HISTORY     - 1991     GOOD             USPSQD
 AF6806
 AF6806                          STATION DESCRIPTION
 AF6806
 AF6806'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6806'2.4 MI NNW FROM JENSEN BEACH.
 AF6806'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 707 AND STATE HIGHWAY 707A,
 AF6806'PROCEED 1.9 MILES EAST ALONG STATE HIGHWAY 707A TO THE INTERSECTION
 AF6806'OF STATE HIGHWAY A1A, GO NORTH ON STATE HIGHWAY A1A FOR 1.95 MILES TO
 AF6806'THE ENTRANCE OF NETTLES ISLAND, OWNED BY OUTDOOR RESORTS OF AMERICA,
 AF6806'ABOUT 1.4 MILES NORTH OF THE MARTIN-ST LUCIE COUNTY LINE, GO 1.0 MILE
 AF6806'WEST AND NORTHWEST TO THE NORTHWEST CORNER OF THE ISLAND. THE MARK IS
 AF6806'SET FLUSH IN THE TOP OF A CONCRETE SEAWALL WHICH ENCIRCLES THE ENTIRE
 AF6806'ISLAND. THE MARK BEARS 71.4 FEET WEST SOUTHWEST OF A CANAL, 0.7 FOOT
 AF6806'SOUTH OF THE NORTH EDGE OF THE SEAWALL, AND NEAR THE NORTHWEST CORNER
 AF6806'OF THE ISLAND IN FRONT OF THE FIRST TRAILER LOT WEST OF THE CORNER OF
 AF6806'THE ISLAND.
 AF6806
 AF6806                          STATION RECOVERY (1986)
 AF6806
 AF6806'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6806'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6806'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6806'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6806'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6806'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6806'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6806'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6806'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6806'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6806'ISLAND AND THE MARK VICINITY.
 AF6806
 AF6806                          STATION RECOVERY (1989)
 AF6806
 AF6806'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6806'RECOVERED IN GOOD CONDITION.
 AF6806
 AF6806                          STATION RECOVERY (1991)
 AF6806
 AF6806'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6805 ***********************************************************************
 AF6805  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6805  DESIGNATION -  872 2312 TIDAL 4
 AF6805  PID         -  AF6805
 AF6805  STATE/COUNTY-  FL/ST LUCIE
 AF6805  USGS QUAD   -  EDEN (1983)
 AF6805
 AF6805                         *CURRENT SURVEY CONTROL
 AF6805  ___________________________________________________________________
 AF6805* NAD 83(1986)-  27 17 15.     (N)    080 13 28.     (W)     SCALED    
 AF6805* NAVD 88     -         1.081  (meters)       3.55   (feet)  ADJUSTED  
 AF6805  ___________________________________________________________________
 AF6805  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6805  DYNAMIC HT  -           1.080 (meters)       3.54  (feet)  COMP
 AF6805  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 AF6805
 AF6805  VERT ORDER  -  SECOND    CLASS I
 AF6805
 AF6805.The horizontal coordinates were scaled from a topographic map and have
 AF6805.an estimated accuracy of +/- 6 seconds.
 AF6805
 AF6805.The orthometric height was determined by differential leveling
 AF6805.and adjusted by the National Geodetic Survey in June 1991..
 AF6805
 AF6805.This Tidal Bench Mark is designated as VM 10798
 AF6805.by the Center for Operational Oceanographic Products and Services.
 AF6805
 AF6805.The geoid height was determined by GEOID03.
 AF6805
 AF6805.The dynamic height is computed by dividing the NAVD 88
 AF6805.geopotential number by the normal gravity value computed on the
 AF6805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6805.degrees latitude (g = 980.6199 gals.).
 AF6805
 AF6805.The modeled gravity was interpolated from observed gravity values.
 AF6805
 AF6805;                    North         East    Units  Estimated Accuracy
 AF6805;SPC FL E     -   327,500.      276,780.      MT  (+/- 180 meters Scaled)
 AF6805
 AF6805                          SUPERSEDED SURVEY CONTROL
 AF6805
 AF6805  NGVD 29 (09/01/92)    1.535  (m)            5.04   (f) ADJUSTED    2 1
 AF6805
 AF6805.Superseded values are not recommended for survey control.
 AF6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6805.See file dsdata.txt to determine how the superseded data were derived.
 AF6805
 AF6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767185(NAD 83)
 AF6805_MARKER: DJ = TIDAL STATION DISK
 AF6805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6805_SP_SET: CONCRETE SEAWALL
 AF6805_STAMPING: NO 4 1972
 AF6805_MARK LOGO: NOS   
 AF6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6805+STABILITY: SURFACE MOTION
 AF6805
 AF6805  HISTORY     - Date     Condition        Report By
 AF6805  HISTORY     - 1972     MONUMENTED       NOS
 AF6805  HISTORY     - 1979     GOOD             FLDNR
 AF6805  HISTORY     - 1980     GOOD             FLDNR
 AF6805  HISTORY     - 1986     GOOD             FLDNR
 AF6805  HISTORY     - 1989     GOOD             USPSQD
 AF6805  HISTORY     - 1991     GOOD             USPSQD
 AF6805
 AF6805                          STATION DESCRIPTION
 AF6805
 AF6805'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6805'2.4 MI NNW FROM JENSEN BEACH.
 AF6805'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 707 AND STATE HIGHWAY 707A,
 AF6805'PROCEED 1.9 MILES EAST ALONG STATE HIGHWAY 707A TO THE INTERSECTION OF
 AF6805'STATE HIGHWAY A1A, GO NORTH ON STATE HIGHWAY A1A FOR 1.95 MILES TO
 AF6805'THE ENTRANCE OF NETTLES ISLAND, OWNED BY OUTDOOR RESORTS OF AMERICA,
 AF6805'ABOUT 1.4 MILES NORTH OF THE MARTIN-ST LUCIE COUNTY LINE, GO 1.0 MILE
 AF6805'WEST AND NORTHWEST TO THE NORTHWEST CORNER OF THE ISLAND. THE MARK IS
 AF6805'SET FLUSH IN A CONCRETE SEAWALL LOCATED ON THE WEST SIDE OF A SMALL
 AF6805'BOAT SLIP. THE MARK BEARS 500 FEET EAST OF THE NORTHWEST CORNER OF THE
 AF6805'ISLAND, 95.0 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD, AND 44.1
 AF6805'NORTH SIDE OF THE ISLAND.
 AF6805
 AF6805                          STATION RECOVERY (1980)
 AF6805
 AF6805'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6805'RECOVERED IN GOOD CONDITION.
 AF6805
 AF6805                          STATION RECOVERY (1986)
 AF6805
 AF6805'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6805'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6805'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6805'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6805'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6805'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6805'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6805'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6805'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6805'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6805'ISLAND AND THE MARK VICINITY.
 AF6805
 AF6805                          STATION RECOVERY (1989)
 AF6805
 AF6805'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6805'RECOVERED IN GOOD CONDITION.
 AF6805
 AF6805                          STATION RECOVERY (1991)
 AF6805
 AF6805'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6807 ***********************************************************************
 AF6807  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6807  DESIGNATION -  872 2312 TIDAL 5
 AF6807  PID         -  AF6807
 AF6807  STATE/COUNTY-  FL/ST LUCIE
 AF6807  USGS QUAD   -  EDEN (1983)
 AF6807
 AF6807                         *CURRENT SURVEY CONTROL
 AF6807  ___________________________________________________________________
 AF6807* NAD 83(1986)-  27 17 14.     (N)    080 13 27.     (W)     SCALED    
 AF6807* NAVD 88     -         1.078  (meters)       3.54   (feet)  ADJUSTED  
 AF6807  ___________________________________________________________________
 AF6807  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6807  DYNAMIC HT  -           1.076 (meters)       3.53  (feet)  COMP
 AF6807  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AF6807
 AF6807  VERT ORDER  -  SECOND    CLASS I
 AF6807
 AF6807.The horizontal coordinates were scaled from a topographic map and have
 AF6807.an estimated accuracy of +/- 6 seconds.
 AF6807
 AF6807.The orthometric height was determined by differential leveling
 AF6807.and adjusted by the National Geodetic Survey in June 1991..
 AF6807
 AF6807.This Tidal Bench Mark is designated as VM 10799
 AF6807.by the Center for Operational Oceanographic Products and Services.
 AF6807
 AF6807.The geoid height was determined by GEOID03.
 AF6807
 AF6807.The dynamic height is computed by dividing the NAVD 88
 AF6807.geopotential number by the normal gravity value computed on the
 AF6807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6807.degrees latitude (g = 980.6199 gals.).
 AF6807
 AF6807.The modeled gravity was interpolated from observed gravity values.
 AF6807
 AF6807;                    North         East    Units  Estimated Accuracy
 AF6807;SPC FL E     -   327,470.      276,810.      MT  (+/- 180 meters Scaled)
 AF6807
 AF6807                          SUPERSEDED SURVEY CONTROL
 AF6807
 AF6807  NGVD 29 (09/01/92)    1.531  (m)            5.02   (f) ADJUSTED    2 1
 AF6807
 AF6807.Superseded values are not recommended for survey control.
 AF6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6807.See file dsdata.txt to determine how the superseded data were derived.
 AF6807
 AF6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767184(NAD 83)
 AF6807_MARKER: DJ = TIDAL STATION DISK
 AF6807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6807_SP_SET: CONCRETE SEAWALL
 AF6807_STAMPING: NO 5 1972
 AF6807_MARK LOGO: NOS   
 AF6807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6807
 AF6807  HISTORY     - Date     Condition        Report By
 AF6807  HISTORY     - 1972     MONUMENTED       NOS
 AF6807  HISTORY     - 1979     GOOD             FLDNR
 AF6807  HISTORY     - 1980     GOOD             FLDNR
 AF6807  HISTORY     - 1989     GOOD             USPSQD
 AF6807  HISTORY     - 1991     GOOD             USPSQD
 AF6807
 AF6807                          STATION DESCRIPTION
 AF6807
 AF6807'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6807'2.4 MI NNW FROM JENSEN BEACH.
 AF6807'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 707 AND STATE HIGHWAY 707A,
 AF6807'PROCEED 1.9 MILES EAST ALONG STATE HIGHWAY 707A TO THE INTERSECTION
 AF6807'OF STATE HIGHWAY A1A, GO NORTH ON STATE HIGHWAY A1A FOR 1.95 MILES
 AF6807'TO THE ENTRANCE OF NETTLES ISLAND, OWNED BY OUTDOOR RESORTS OF
 AF6807'AMERICA, ABOUT 1.4 MILES NORTH OF THE MARTIN-ST LUCIE COUNTY LINE, GO
 AF6807'1.0 MILE WEST AND NORTHWEST TO THE NORTHWEST CORNER OF THE ISLAND.
 AF6807'THE MARK IS SET FLUSHE IN A CONCRETE SEAWALL LOCATED ON THE WEST SIDE
 AF6807'OF A SMALL BOAT SLIP. THE MARK BEARS ABOUT 500 FEET EAST OF THE
 AF6807'NORTHWEST CORNER OF THE ISLAND, 294 FEET NORTH OF A BRIDGE OVER THE
 AF6807'SLIP, 167.4 FEET SOUTH OF THE NORTHSIDE OF THE ISLAND, AND 67.4 FEET
 AF6807'EAST OF THE CENTER OF A PAVED ROAD.
 AF6807
 AF6807                          STATION RECOVERY (1980)
 AF6807
 AF6807'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6807'RECOVERED IN GOOD CONDITION.
 AF6807
 AF6807                          STATION RECOVERY (1989)
 AF6807
 AF6807'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6807'RECOVERED IN GOOD CONDITION.
 AF6807
 AF6807                          STATION RECOVERY (1991)
 AF6807
 AF6807'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6947 ***********************************************************************
 AF6947  DESIGNATION -  872 2334 TIDAL 1
 AF6947  PID         -  AF6947
 AF6947  STATE/COUNTY-  FL/ST LUCIE
 AF6947  USGS QUAD   -  PALM CITY (1983)
 AF6947
 AF6947                         *CURRENT SURVEY CONTROL
 AF6947  ___________________________________________________________________
 AF6947* NAD 83(1986)-  27 14 37.     (N)    080 18 47.     (W)     SCALED    
 AF6947* NAVD 88     -         0.957  (meters)       3.14   (feet)  ADJUSTED  
 AF6947  ___________________________________________________________________
 AF6947  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AF6947  DYNAMIC HT  -           0.956 (meters)       3.14  (feet)  COMP
 AF6947  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 AF6947
 AF6947  VERT ORDER  -  SECOND    CLASS I
 AF6947
 AF6947.The horizontal coordinates were scaled from a topographic map and have
 AF6947.an estimated accuracy of +/- 6 seconds.
 AF6947
 AF6947.The orthometric height was determined by differential leveling
 AF6947.and adjusted by the National Geodetic Survey in September 1996..
 AF6947
 AF6947.The geoid height was determined by GEOID03.
 AF6947
 AF6947.The dynamic height is computed by dividing the NAVD 88
 AF6947.geopotential number by the normal gravity value computed on the
 AF6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6947.degrees latitude (g = 980.6199 gals.).
 AF6947
 AF6947.The modeled gravity was interpolated from observed gravity values.
 AF6947
 AF6947;                    North         East    Units  Estimated Accuracy
 AF6947;SPC FL E     -   322,580.      268,030.      MT  (+/- 180 meters Scaled)
 AF6947
 AF6947                          SUPERSEDED SURVEY CONTROL
 AF6947
 AF6947  NAVD 88 (06/15/91)    0.960  (m)            3.15   (f) UNKNOWN     2 1
 AF6947  NGVD 29 (09/01/92)    1.409  (m)            4.62   (f) ADJUSTED    2 1
 AF6947
 AF6947.Superseded values are not recommended for survey control.
 AF6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6947.See file dsdata.txt to determine how the superseded data were derived.
 AF6947
 AF6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83)
 AF6947_MARKER: DJ = TIDAL STATION DISK
 AF6947_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6947_SP_SET: CONCRETE DOCK
 AF6947_STAMPING: NO 1 1972
 AF6947_MARK LOGO: NOS   
 AF6947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6947
 AF6947  HISTORY     - Date     Condition        Report By
 AF6947  HISTORY     - 1972     MONUMENTED       NOS
 AF6947  HISTORY     - 1980     GOOD             FLDNR
 AF6947  HISTORY     - 1984     GOOD             FLDNR
 AF6947  HISTORY     - 1989     GOOD             USPSQD
 AF6947  HISTORY     - 1990     GOOD             USPSQD
 AF6947  HISTORY     - 1991     GOOD             USPSQD
 AF6947  HISTORY     - 20050810 GOOD             GCYI
 AF6947
 AF6947                          STATION DESCRIPTION
 AF6947
 AF6947'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6947'4.6 MI NW FROM STUART.
 AF6947'THE BENCH MARK IS SET FLUSH IN CONCRETE ON A PRIVATE DOCK 83 FEET
 AF6947'SOUTHEAST OF THE SOUTHEAST CORNER OF THE DOCK MASTERS OFFICE, 1.5
 AF6947'FEET SOUTH OF THE NORTH EDGE OF THE DOCK, AND 0.6 FOOT WEST OF THE
 AF6947'EAST SIDE OF THE DOCK.
 AF6947
 AF6947                          STATION RECOVERY (1984)
 AF6947
 AF6947'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (1989)
 AF6947
 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (1990)
 AF6947
 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (1991)
 AF6947
 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (2005)
 AF6947
 AF6947'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6948 ***********************************************************************
 AF6948  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6948  DESIGNATION -  872 2334 TIDAL 2
 AF6948  PID         -  AF6948
 AF6948  STATE/COUNTY-  FL/ST LUCIE
 AF6948  USGS QUAD   -  PALM CITY (1983)
 AF6948
 AF6948                         *CURRENT SURVEY CONTROL
 AF6948  ___________________________________________________________________
 AF6948* NAD 83(1986)-  27 14 37.     (N)    080 18 47.     (W)     SCALED    
 AF6948* NAVD 88     -         1.002  (meters)       3.29   (feet)  ADJUSTED  
 AF6948  ___________________________________________________________________
 AF6948  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AF6948  DYNAMIC HT  -           1.001 (meters)       3.28  (feet)  COMP
 AF6948  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 AF6948
 AF6948  VERT ORDER  -  SECOND    CLASS I
 AF6948
 AF6948.The horizontal coordinates were scaled from a topographic map and have
 AF6948.an estimated accuracy of +/- 6 seconds.
 AF6948
 AF6948.The orthometric height was determined by differential leveling
 AF6948.and adjusted by the National Geodetic Survey in June 1991..
 AF6948
 AF6948.This Tidal Bench Mark is designated as VM 5437
 AF6948.by the Center for Operational Oceanographic Products and Services.
 AF6948
 AF6948.The geoid height was determined by GEOID03.
 AF6948
 AF6948.The dynamic height is computed by dividing the NAVD 88
 AF6948.geopotential number by the normal gravity value computed on the
 AF6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6948.degrees latitude (g = 980.6199 gals.).
 AF6948
 AF6948.The modeled gravity was interpolated from observed gravity values.
 AF6948
 AF6948;                    North         East    Units  Estimated Accuracy
 AF6948;SPC FL E     -   322,580.      268,030.      MT  (+/- 180 meters Scaled)
 AF6948
 AF6948                          SUPERSEDED SURVEY CONTROL
 AF6948
 AF6948  NGVD 29 (09/01/92)    1.452  (m)            4.76   (f) ADJUSTED    2 1
 AF6948
 AF6948.Superseded values are not recommended for survey control.
 AF6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6948.See file dsdata.txt to determine how the superseded data were derived.
 AF6948
 AF6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83)
 AF6948_MARKER: DJ = TIDAL STATION DISK
 AF6948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6948_SP_SET: CONCRETE SEAWALL
 AF6948_STAMPING: NO 2 1972
 AF6948_MARK LOGO: NOS   
 AF6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6948+STABILITY: SURFACE MOTION
 AF6948
 AF6948  HISTORY     - Date     Condition        Report By
 AF6948  HISTORY     - 1972     MONUMENTED       NOS
 AF6948  HISTORY     - 1980     GOOD             FLDNR
 AF6948  HISTORY     - 1984     GOOD             FLDNR
 AF6948  HISTORY     - 1989     GOOD             USPSQD
 AF6948  HISTORY     - 1990     GOOD             USPSQD
 AF6948  HISTORY     - 1991     GOOD             USPSQD
 AF6948  HISTORY     - 20050810 GOOD             GCYI
 AF6948
 AF6948                          STATION DESCRIPTION
 AF6948
 AF6948'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6948'4.6 MI NW FROM STUART.
 AF6948'THE BENCH MARK IS SET FLUSH WITH CEMENT ON TOP OF THE SEAWALL, 60 FEET
 AF6948'SOUTHWEST OF THE SOUTHWEST CORNER OF THE DOCK MASTERS OFFICE, 2.6
 AF6948'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL AND BOAT RAMP,
 AF6948'2.0 FEET SOUTHWEST OF A 4-INCH PIPE BASE SUPPORTING A STANDARD OIL
 AF6948'SIGN, AND 1.8 FEET EAST OF THE EAST WALL OF THE BOAT RAMP.
 AF6948
 AF6948                          STATION RECOVERY (1984)
 AF6948
 AF6948'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6948'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE BOAT RAMP HAS
 AF6948'BEEN CONVERTED TO A BOAT HOIST AND THE STANDARD OIL SIGN WAS REPLACED
 AF6948'BY A FLAGPOLE.
 AF6948
 AF6948                          STATION RECOVERY (1989)
 AF6948
 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6948'RECOVERED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (1990)
 AF6948
 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6948'RECOVERED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (1991)
 AF6948
 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6948'RECOVERED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (2005)
 AF6948
 AF6948'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6949 ***********************************************************************
 AF6949  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6949  DESIGNATION -  872 2334 TIDAL 3
 AF6949  PID         -  AF6949
 AF6949  STATE/COUNTY-  FL/ST LUCIE
 AF6949  USGS QUAD   -  PALM CITY (1983)
 AF6949
 AF6949                         *CURRENT SURVEY CONTROL
 AF6949  ___________________________________________________________________
 AF6949* NAD 83(1986)-  27 14 37.     (N)    080 18 47.     (W)     SCALED    
 AF6949* NAVD 88     -         0.996  (meters)       3.27   (feet)  ADJUSTED  
 AF6949  ___________________________________________________________________
 AF6949  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AF6949  DYNAMIC HT  -           0.994 (meters)       3.26  (feet)  COMP
 AF6949  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 AF6949
 AF6949  VERT ORDER  -  SECOND    CLASS I
 AF6949
 AF6949.The horizontal coordinates were scaled from a topographic map and have
 AF6949.an estimated accuracy of +/- 6 seconds.
 AF6949
 AF6949.The orthometric height was determined by differential leveling
 AF6949.and adjusted by the National Geodetic Survey in June 1991..
 AF6949
 AF6949.This Tidal Bench Mark is designated as VM 5438
 AF6949.by the Center for Operational Oceanographic Products and Services.
 AF6949
 AF6949.The geoid height was determined by GEOID03.
 AF6949
 AF6949.The dynamic height is computed by dividing the NAVD 88
 AF6949.geopotential number by the normal gravity value computed on the
 AF6949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6949.degrees latitude (g = 980.6199 gals.).
 AF6949
 AF6949.The modeled gravity was interpolated from observed gravity values.
 AF6949
 AF6949;                    North         East    Units  Estimated Accuracy
 AF6949;SPC FL E     -   322,580.      268,030.      MT  (+/- 180 meters Scaled)
 AF6949
 AF6949                          SUPERSEDED SURVEY CONTROL
 AF6949
 AF6949  NGVD 29 (09/01/92)    1.446  (m)            4.74   (f) ADJUSTED    2 1
 AF6949
 AF6949.Superseded values are not recommended for survey control.
 AF6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6949.See file dsdata.txt to determine how the superseded data were derived.
 AF6949
 AF6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83)
 AF6949_MARKER: DJ = TIDAL STATION DISK
 AF6949_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6949_SP_SET: CONCRETE SEAWALL
 AF6949_STAMPING: NO 3 1972
 AF6949_MARK LOGO: NOS   
 AF6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6949+STABILITY: SURFACE MOTION
 AF6949
 AF6949  HISTORY     - Date     Condition        Report By
 AF6949  HISTORY     - 1972     MONUMENTED       NOS
 AF6949  HISTORY     - 1980     GOOD             FLDNR
 AF6949  HISTORY     - 1984     GOOD             FLDNR
 AF6949  HISTORY     - 1989     GOOD             USPSQD
 AF6949  HISTORY     - 1990     GOOD             USPSQD
 AF6949  HISTORY     - 1991     GOOD             USPSQD
 AF6949  HISTORY     - 20050810 GOOD             GCYI
 AF6949
 AF6949                          STATION DESCRIPTION
 AF6949
 AF6949'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6949'4.6 MI NW FROM STUART.
 AF6949'THE BENCH MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 162 FEET WEST
 AF6949'OF THE SOUTHWEST CORNER OF THE DOCK MASTERS OFFICE AT THE ST. LUCIE
 AF6949'HILTON MARINA, AND 0.8 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AF6949'SEAWALL AND BOAT RAMP.
 AF6949
 AF6949                          STATION RECOVERY (1984)
 AF6949
 AF6949'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6949'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK IS ALSO 7
 AF6949'FEET EAST OF THE CENTERLINE OF THE BOAT RAMP.
 AF6949
 AF6949                          STATION RECOVERY (1989)
 AF6949
 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6949'RECOVERED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (1990)
 AF6949
 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6949'RECOVERED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (1991)
 AF6949
 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6949'RECOVERED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (2005)
 AF6949
 AF6949'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6946 ***********************************************************************
 AF6946  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6946  DESIGNATION -  872 2334 TIDAL 4
 AF6946  PID         -  AF6946
 AF6946  STATE/COUNTY-  FL/ST LUCIE
 AF6946  USGS QUAD   -  PALM CITY (1983)
 AF6946
 AF6946                         *CURRENT SURVEY CONTROL
 AF6946  ___________________________________________________________________
 AF6946* NAD 83(1986)-  27 14 37.     (N)    080 18 47.     (W)     SCALED    
 AF6946* NAVD 88     -         0.790  (meters)       2.59   (feet)  ADJUSTED  
 AF6946  ___________________________________________________________________
 AF6946  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AF6946  DYNAMIC HT  -           0.789 (meters)       2.59  (feet)  COMP
 AF6946  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 AF6946
 AF6946  VERT ORDER  -  SECOND    CLASS I
 AF6946
 AF6946.The horizontal coordinates were scaled from a topographic map and have
 AF6946.an estimated accuracy of +/- 6 seconds.
 AF6946
 AF6946.The orthometric height was determined by differential leveling
 AF6946.and adjusted by the National Geodetic Survey in June 1991..
 AF6946
 AF6946.This Tidal Bench Mark is designated as VM 5439
 AF6946.by the Center for Operational Oceanographic Products and Services.
 AF6946
 AF6946.The geoid height was determined by GEOID03.
 AF6946
 AF6946.The dynamic height is computed by dividing the NAVD 88
 AF6946.geopotential number by the normal gravity value computed on the
 AF6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6946.degrees latitude (g = 980.6199 gals.).
 AF6946
 AF6946.The modeled gravity was interpolated from observed gravity values.
 AF6946
 AF6946;                    North         East    Units  Estimated Accuracy
 AF6946;SPC FL E     -   322,580.      268,030.      MT  (+/- 180 meters Scaled)
 AF6946
 AF6946                          SUPERSEDED SURVEY CONTROL
 AF6946
 AF6946  NGVD 29 (09/01/92)    1.241  (m)            4.07   (f) ADJUSTED    2 1
 AF6946
 AF6946.Superseded values are not recommended for survey control.
 AF6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6946.See file dsdata.txt to determine how the superseded data were derived.
 AF6946
 AF6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83)
 AF6946_MARKER: DJ = TIDAL STATION DISK
 AF6946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6946_SP_SET: CONCRETE DOCK
 AF6946_STAMPING: NO 4 1972
 AF6946_MARK LOGO: NOS   
 AF6946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6946
 AF6946  HISTORY     - Date     Condition        Report By
 AF6946  HISTORY     - 1972     MONUMENTED       NOS
 AF6946  HISTORY     - 1980     GOOD             FLDNR
 AF6946  HISTORY     - 1984     GOOD             FLDNR
 AF6946  HISTORY     - 1989     GOOD             USPSQD
 AF6946  HISTORY     - 1990     GOOD             USPSQD
 AF6946  HISTORY     - 1991     GOOD             USPSQD
 AF6946
 AF6946                          STATION DESCRIPTION
 AF6946
 AF6946'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6946'4.6 MI NW FROM STUART.
 AF6946'THE BENCH MARK IS SET FLUSH IN THE CONCRETE DOCK OF THE ST. LUCIE
 AF6946'HILTON COUNTRY CLUB, 231.5 FEET WEST OF THE NORTHEAST CORNER OF THE
 AF6946'DOCK, 109.5 FEET EAST OF THE NORTHWEST CORNER OF THE DOCK, 9.5 FEET
 AF6946'NORTH OF THE SOUTH EDGE OF THE DOCK, AND 0.5 FOOT SOUTH OF THE NORTH
 AF6946'EDGE OF THE DOCK.
 AF6946
 AF6946                          STATION RECOVERY (1984)
 AF6946
 AF6946'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6946'RECOVERED IN GOOD CONDITION.
 AF6946
 AF6946                          STATION RECOVERY (1989)
 AF6946
 AF6946'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6946'RECOVERED IN GOOD CONDITION.
 AF6946
 AF6946                          STATION RECOVERY (1990)
 AF6946
 AF6946'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6946'RECOVERED IN GOOD CONDITION.
 AF6946
 AF6946                          STATION RECOVERY (1991)
 AF6946
 AF6946'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6945 ***********************************************************************
 AF6945  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6945  DESIGNATION -  872 2334 TIDAL 5
 AF6945  PID         -  AF6945
 AF6945  STATE/COUNTY-  FL/ST LUCIE
 AF6945  USGS QUAD   -  PALM CITY (1983)
 AF6945
 AF6945                         *CURRENT SURVEY CONTROL
 AF6945  ___________________________________________________________________
 AF6945* NAD 83(1986)-  27 14 37.     (N)    080 18 47.     (W)     SCALED    
 AF6945* NAVD 88     -         0.783  (meters)       2.57   (feet)  ADJUSTED  
 AF6945  ___________________________________________________________________
 AF6945  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AF6945  DYNAMIC HT  -           0.782 (meters)       2.57  (feet)  COMP
 AF6945  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 AF6945
 AF6945  VERT ORDER  -  SECOND    CLASS I
 AF6945
 AF6945.The horizontal coordinates were scaled from a topographic map and have
 AF6945.an estimated accuracy of +/- 6 seconds.
 AF6945
 AF6945.The orthometric height was determined by differential leveling
 AF6945.and adjusted by the National Geodetic Survey in June 1991..
 AF6945
 AF6945.This Tidal Bench Mark is designated as VM 5440
 AF6945.by the Center for Operational Oceanographic Products and Services.
 AF6945
 AF6945.The geoid height was determined by GEOID03.
 AF6945
 AF6945.The dynamic height is computed by dividing the NAVD 88
 AF6945.geopotential number by the normal gravity value computed on the
 AF6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6945.degrees latitude (g = 980.6199 gals.).
 AF6945
 AF6945.The modeled gravity was interpolated from observed gravity values.
 AF6945
 AF6945;                    North         East    Units  Estimated Accuracy
 AF6945;SPC FL E     -   322,580.      268,030.      MT  (+/- 180 meters Scaled)
 AF6945
 AF6945                          SUPERSEDED SURVEY CONTROL
 AF6945
 AF6945  NGVD 29 (09/01/92)    1.233  (m)            4.05   (f) ADJUSTED    2 1
 AF6945
 AF6945.Superseded values are not recommended for survey control.
 AF6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6945.See file dsdata.txt to determine how the superseded data were derived.
 AF6945
 AF6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83)
 AF6945_MARKER: DJ = TIDAL STATION DISK
 AF6945_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF6945+WITH SETTING: PAVEMENT
 AF6945_SP_SET: CONCRETE DOCK
 AF6945_STAMPING: NO 5 1972
 AF6945_MARK LOGO: NOS   
 AF6945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6945+STABILITY: SURFACE MOTION
 AF6945
 AF6945  HISTORY     - Date     Condition        Report By
 AF6945  HISTORY     - 1972     MONUMENTED       NOS
 AF6945  HISTORY     - 1980     GOOD             FLDNR
 AF6945  HISTORY     - 1984     GOOD             FLDNR
 AF6945  HISTORY     - 1989     GOOD             USPSQD
 AF6945  HISTORY     - 1990     GOOD             USPSQD
 AF6945  HISTORY     - 1991     GOOD             USPSQD
 AF6945
 AF6945                          STATION DESCRIPTION
 AF6945
 AF6945'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6945'4.6 MI NW FROM STUART.
 AF6945'THE BENCH MARK IS SET FLUSH IN THE CONCRETE DOCK OF THE ST. LUCIE
 AF6945'HILTON COUNTRY CLUB MARINA, JUST SOUTH OF THE TENNIS COURTS, 180.3
 AF6945'FEET EAST OF BENCH MARK NO. 4 1972, 51.2 FEET EAST OF THE NORTHEAST
 AF6945'CORNER OF THE DOCK, 9.5 FEET NORTH OF THE SOUTH EDGE OF THE DOCK, AND
 AF6945'0.4 FOOT SOUTH OF THE NORTH EDGE OF THE DOCK.
 AF6945
 AF6945                          STATION RECOVERY (1984)
 AF6945
 AF6945'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6945'RECOVERED IN GOOD CONDITION.
 AF6945
 AF6945                          STATION RECOVERY (1989)
 AF6945
 AF6945'RECOVERY NOTE BY US POWER SQUADRON 1989 (DFH)
 AF6945'RECOVERED IN GOOD CONDITION.
 AF6945
 AF6945                          STATION RECOVERY (1990)
 AF6945
 AF6945'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6945'RECOVERED IN GOOD CONDITION.
 AF6945
 AF6945                          STATION RECOVERY (1991)
 AF6945
 AF6945'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3186 ***********************************************************************
 AF3186  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3186  DESIGNATION -  872 2357 TIDAL 1
 AF3186  PID         -  AF3186
 AF3186  STATE/COUNTY-  FL/MARTIN
 AF3186  USGS QUAD   -  PALM CITY (1983)
 AF3186
 AF3186                         *CURRENT SURVEY CONTROL
 AF3186  ___________________________________________________________________
 AF3186* NAD 83(1986)-  27 12 00.     (N)    080 15 29.     (W)     SCALED    
 AF3186* NAVD 88     -         1.197  (meters)       3.93   (feet)  ADJUSTED  
 AF3186  ___________________________________________________________________
 AF3186  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AF3186  DYNAMIC HT  -           1.195 (meters)       3.92  (feet)  COMP
 AF3186  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AF3186
 AF3186  VERT ORDER  -  SECOND    CLASS 0
 AF3186
 AF3186.The horizontal coordinates were scaled from a topographic map and have
 AF3186.an estimated accuracy of +/- 6 seconds.
 AF3186
 AF3186.The orthometric height was determined by differential leveling
 AF3186.and adjusted by the National Geodetic Survey in June 1991..
 AF3186
 AF3186.This Tidal Bench Mark is designated as VM 5442
 AF3186.by the Center for Operational Oceanographic Products and Services.
 AF3186
 AF3186.The geoid height was determined by GEOID03.
 AF3186
 AF3186.The dynamic height is computed by dividing the NAVD 88
 AF3186.geopotential number by the normal gravity value computed on the
 AF3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3186.degrees latitude (g = 980.6199 gals.).
 AF3186
 AF3186.The modeled gravity was interpolated from observed gravity values.
 AF3186
 AF3186;                    North         East    Units  Estimated Accuracy
 AF3186;SPC FL E     -   317,780.      273,510.      MT  (+/- 180 meters Scaled)
 AF3186
 AF3186                          SUPERSEDED SURVEY CONTROL
 AF3186
 AF3186  NGVD 29 (09/01/92)    1.643  (m)            5.39   (f) ADJUSTED    2 0
 AF3186
 AF3186.Superseded values are not recommended for survey control.
 AF3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3186.See file dsdata.txt to determine how the superseded data were derived.
 AF3186
 AF3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL734088(NAD 83)
 AF3186_MARKER: DJ = TIDAL STATION DISK
 AF3186_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3186+WITH SETTING: PAVEMENT
 AF3186_SP_SET: CONCRETE PIER DECKING
 AF3186_STAMPING: NO 1 1969
 AF3186_MARK LOGO: CGS   
 AF3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3186+STABILITY: SURFACE MOTION
 AF3186
 AF3186  HISTORY     - Date     Condition        Report By
 AF3186  HISTORY     - 1969     MONUMENTED       CGS
 AF3186  HISTORY     - 1970     GOOD             NGS
 AF3186  HISTORY     - 1972     GOOD             NGS
 AF3186  HISTORY     - 1980     GOOD             FLDNR
 AF3186  HISTORY     - 1980     GOOD             FLDNR
 AF3186  HISTORY     - 1986     GOOD             FLDNR
 AF3186  HISTORY     - 1989     GOOD             USPSQD
 AF3186  HISTORY     - 1990     GOOD             USPSQD
 AF3186  HISTORY     - 1991     GOOD             USPSQD
 AF3186
 AF3186                          STATION DESCRIPTION
 AF3186
 AF3186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3186'AT STUART.
 AF3186'AT STUART, ABOUT 0.1 MILE WEST ALONG WEST 1ST STREET FROM THE
 AF3186'INTERSECTION OF U.S. HIGHWAY 1, AT THE WEST END OF THE STREET,
 AF3186'ALONG THE EAST BANK OF THE ST LUCIE RIVER, SET ON THE TOP OF
 AF3186'THE SOUTHEAST CORNER OF THE CONCRETE FLOOR OF THE MUNICIPAL
 AF3186'PIER AND DOCK, 1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 AF3186'PIER AND LEVEL WITH THE FLOOR OF THE PIER.
 AF3186
 AF3186                          STATION RECOVERY (1972)
 AF3186
 AF3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1980)
 AF3186
 AF3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1980)
 AF3186
 AF3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1986)
 AF3186
 AF3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1989)
 AF3186
 AF3186'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1990)
 AF3186
 AF3186'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1991)
 AF3186
 AF3186'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3187 ***********************************************************************
 AF3187  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3187  DESIGNATION -  872 2357 TIDAL 2
 AF3187  PID         -  AF3187
 AF3187  STATE/COUNTY-  FL/MARTIN
 AF3187  USGS QUAD   -  PALM CITY (1983)
 AF3187
 AF3187                         *CURRENT SURVEY CONTROL
 AF3187  ___________________________________________________________________
 AF3187* NAD 83(1986)-  27 12 00.     (N)    080 15 29.     (W)     SCALED    
 AF3187* NAVD 88     -         1.233  (meters)       4.05   (feet)  ADJUSTED  
 AF3187  ___________________________________________________________________
 AF3187  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AF3187  DYNAMIC HT  -           1.231 (meters)       4.04  (feet)  COMP
 AF3187  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AF3187
 AF3187  VERT ORDER  -  SECOND    CLASS 0
 AF3187
 AF3187.The horizontal coordinates were scaled from a topographic map and have
 AF3187.an estimated accuracy of +/- 6 seconds.
 AF3187
 AF3187.The orthometric height was determined by differential leveling
 AF3187.and adjusted by the National Geodetic Survey in June 1991..
 AF3187
 AF3187.This Tidal Bench Mark is designated as VM 5443
 AF3187.by the Center for Operational Oceanographic Products and Services.
 AF3187
 AF3187.The geoid height was determined by GEOID03.
 AF3187
 AF3187.The dynamic height is computed by dividing the NAVD 88
 AF3187.geopotential number by the normal gravity value computed on the
 AF3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3187.degrees latitude (g = 980.6199 gals.).
 AF3187
 AF3187.The modeled gravity was interpolated from observed gravity values.
 AF3187
 AF3187;                    North         East    Units  Estimated Accuracy
 AF3187;SPC FL E     -   317,780.      273,510.      MT  (+/- 180 meters Scaled)
 AF3187
 AF3187                          SUPERSEDED SURVEY CONTROL
 AF3187
 AF3187  NGVD 29 (09/01/92)    1.680  (m)            5.51   (f) ADJUSTED    2 0
 AF3187
 AF3187.Superseded values are not recommended for survey control.
 AF3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3187.See file dsdata.txt to determine how the superseded data were derived.
 AF3187
 AF3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL734088(NAD 83)
 AF3187_MARKER: DJ = TIDAL STATION DISK
 AF3187_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3187+WITH SETTING: PAVEMENT
 AF3187_SP_SET: CONCRETE PIER DECKING
 AF3187_STAMPING: NO 2 1969
 AF3187_MARK LOGO: CGS   
 AF3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3187+STABILITY: SURFACE MOTION
 AF3187
 AF3187  HISTORY     - Date     Condition        Report By
 AF3187  HISTORY     - 1969     MONUMENTED       CGS
 AF3187  HISTORY     - 1970     GOOD             NGS
 AF3187  HISTORY     - 1972     GOOD             NGS
 AF3187  HISTORY     - 1980     GOOD             FLDNR
 AF3187  HISTORY     - 1980     GOOD             FLDNR
 AF3187  HISTORY     - 1986     GOOD             FLDNR
 AF3187  HISTORY     - 1989     GOOD             USPSQD
 AF3187  HISTORY     - 1990     GOOD             USPSQD
 AF3187  HISTORY     - 1991     GOOD             USPSQD
 AF3187
 AF3187                          STATION DESCRIPTION
 AF3187
 AF3187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3187'AT STUART.
 AF3187'AT STUART, 0.1 MILE WEST ALONG WEST 1ST STREET FROM THE
 AF3187'INTERSECTION OF U.S. HIGHWAY 1, AT THE WEST END OF WEST 1ST
 AF3187'STREET, AT THE CITY MUNICIPAL PIER, SET ON THE TOP OF THE SOUTH
 AF3187'EDGE OF THE CONCRETE WALKWAY OVER THE 4TH PIER FROM THE EAST
 AF3187'END OF THE WALKWAY, 66 FEET WEST OF THE EAST END OF THE WALK,
 AF3187'0.4 FOOT NORTH OF THE NORTH FACE OF THE CONCRETE GUARD RAIL BASE
 AF3187'AND LEVEL WITH THE PIER.
 AF3187
 AF3187                          STATION RECOVERY (1972)
 AF3187
 AF3187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1980)
 AF3187
 AF3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1980)
 AF3187
 AF3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1986)
 AF3187
 AF3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1989)
 AF3187
 AF3187'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1990)
 AF3187
 AF3187'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1991)
 AF3187
 AF3187'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3190 ***********************************************************************
 AF3190  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3190  DESIGNATION -  872 2357 TIDAL 4
 AF3190  PID         -  AF3190
 AF3190  STATE/COUNTY-  FL/MARTIN
 AF3190  USGS QUAD   -  PALM CITY (1983)
 AF3190
 AF3190                         *CURRENT SURVEY CONTROL
 AF3190  ___________________________________________________________________
 AF3190* NAD 83(1986)-  27 12 06.     (N)    080 15 29.     (W)     SCALED    
 AF3190* NAVD 88     -         3.250  (meters)      10.66   (feet)  ADJUSTED  
 AF3190  ___________________________________________________________________
 AF3190  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AF3190  DYNAMIC HT  -           3.245 (meters)      10.65  (feet)  COMP
 AF3190  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 AF3190
 AF3190  VERT ORDER  -  FIRST     CLASS II
 AF3190
 AF3190.The horizontal coordinates were scaled from a topographic map and have
 AF3190.an estimated accuracy of +/- 6 seconds.
 AF3190
 AF3190.The orthometric height was determined by differential leveling
 AF3190.and adjusted by the National Geodetic Survey in May 2003..
 AF3190
 AF3190.This Tidal Bench Mark is designated as VM 5445
 AF3190.by the Center for Operational Oceanographic Products and Services.
 AF3190
 AF3190.The geoid height was determined by GEOID03.
 AF3190
 AF3190.The dynamic height is computed by dividing the NAVD 88
 AF3190.geopotential number by the normal gravity value computed on the
 AF3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3190.degrees latitude (g = 980.6199 gals.).
 AF3190
 AF3190.The modeled gravity was interpolated from observed gravity values.
 AF3190
 AF3190;                    North         East    Units  Estimated Accuracy
 AF3190;SPC FL E     -   317,970.      273,510.      MT  (+/- 180 meters Scaled)
 AF3190
 AF3190                          SUPERSEDED SURVEY CONTROL
 AF3190
 AF3190  NAVD 88 (09/06/96)    3.248  (m)           10.66   (f) UNKNOWN     1 2
 AF3190  NAVD 88 (05/20/94)    3.251  (m)           10.67   (f) UNKNOWN     1 2
 AF3190  NAVD 88 (06/15/91)    3.247  (m)           10.65   (f) UNKNOWN     1 2
 AF3190  NGVD 29 (09/01/92)    3.695  (m)           12.12   (f) ADJUSTED    1 2
 AF3190
 AF3190.Superseded values are not recommended for survey control.
 AF3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3190.See file dsdata.txt to determine how the superseded data were derived.
 AF3190
 AF3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL734089(NAD 83)
 AF3190_MARKER: DJ = TIDAL STATION DISK
 AF3190_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3190_SP_SET: SIDEWALK
 AF3190_STAMPING: NO 4 1969
 AF3190_MARK LOGO: CGS   
 AF3190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3190+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 AF3190
 AF3190  HISTORY     - Date     Condition        Report By
 AF3190  HISTORY     - 1969     MONUMENTED       CGS
 AF3190  HISTORY     - 1970     GOOD             NGS
 AF3190  HISTORY     - 1972     GOOD             NGS
 AF3190  HISTORY     - 1980     GOOD             FLDNR
 AF3190  HISTORY     - 1990     GOOD             USPSQD
 AF3190  HISTORY     - 1991     GOOD             USPSQD
 AF3190  HISTORY     - 19910128 GOOD             NGS
 AF3190
 AF3190                          STATION DESCRIPTION
 AF3190
 AF3190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3190'AT STUART.
 AF3190'AT STUART, ABOUT 0.2 MILE NORTH ALONG THE FLORIDA EAST COAST
 AF3190'RAILWAY FROM THE CROSSING OF WEST 1ST STREET, ABOUT 50 YARDS
 AF3190'WEST OF THE TRACK, SET IN THE TOP OF THE SOUTH END OF THE EAST
 AF3190'WALKWAY OF THE NORTHBOUND LANE OF THE U.S. HIGHWAY 1 BRIDGE
 AF3190'OVER THE ST LUCIE RIVER, 3 FEET NORTH OF THE SOUTH END OF THE
 AF3190'BRIDGE, 0.4 FOOT WEST OF THE WEST FACE OF THE EAST CONCRETE
 AF3190'GUARD RAIL BASE AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3190
 AF3190                          STATION RECOVERY (1972)
 AF3190
 AF3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1980)
 AF3190
 AF3190'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1990)
 AF3190
 AF3190'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1991)
 AF3190
 AF3190'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1991)
 AF3190
 AF3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3190'IN STUART, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE SAINT LUCIE
 AF3190'RIVER, IN TOP OF AND 0.9 M (3.0 FT) NORTHWEST OF THE SOUTHEAST END OF
 AF3190'THE NORTHEAST CONCRETE SIDEWALK OF THE NORTHBOUND HIGHWAY BRIDGE
 AF3190'SPANNING THE RIVER, 6.0 M (19.7 FT) NORTHEAST OF THE HIGHWAY
 AF3190'CENTERLINE, 0.3 M (1.0 FT) SOUTHWEST OF THE BRIDGE GUARDRAIL, AND 0.3
 AF3190'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3189 ***********************************************************************
 AF3189  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3189  DESIGNATION -  872 2357 TIDAL 5
 AF3189  PID         -  AF3189
 AF3189  STATE/COUNTY-  FL/MARTIN
 AF3189  USGS QUAD   -  PALM CITY (1983)
 AF3189
 AF3189                         *CURRENT SURVEY CONTROL
 AF3189  ___________________________________________________________________
 AF3189* NAD 83(1986)-  27 12 06.     (N)    080 15 29.     (W)     SCALED    
 AF3189* NAVD 88     -         3.334  (meters)      10.94   (feet)  ADJUSTED  
 AF3189  ___________________________________________________________________
 AF3189  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AF3189  DYNAMIC HT  -           3.329 (meters)      10.92  (feet)  COMP
 AF3189  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 AF3189
 AF3189  VERT ORDER  -  SECOND    CLASS I
 AF3189
 AF3189.The horizontal coordinates were scaled from a topographic map and have
 AF3189.an estimated accuracy of +/- 6 seconds.
 AF3189
 AF3189.The orthometric height was determined by differential leveling
 AF3189.and adjusted by the National Geodetic Survey in June 1991..
 AF3189
 AF3189.This Tidal Bench Mark is designated as VM 5446
 AF3189.by the Center for Operational Oceanographic Products and Services.
 AF3189
 AF3189.The geoid height was determined by GEOID03.
 AF3189
 AF3189.The dynamic height is computed by dividing the NAVD 88
 AF3189.geopotential number by the normal gravity value computed on the
 AF3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3189.degrees latitude (g = 980.6199 gals.).
 AF3189
 AF3189.The modeled gravity was interpolated from observed gravity values.
 AF3189
 AF3189;                    North         East    Units  Estimated Accuracy
 AF3189;SPC FL E     -   317,970.      273,510.      MT  (+/- 180 meters Scaled)
 AF3189
 AF3189                          SUPERSEDED SURVEY CONTROL
 AF3189
 AF3189  NGVD 29 (09/01/92)    3.780  (m)           12.40   (f) ADJUSTED    2 0
 AF3189
 AF3189.Superseded values are not recommended for survey control.
 AF3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3189.See file dsdata.txt to determine how the superseded data were derived.
 AF3189
 AF3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL734089(NAD 83)
 AF3189_MARKER: DD = SURVEY DISK
 AF3189_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3189_SP_SET: BRIDGE WALKWAY
 AF3189_STAMPING: NO 5
 AF3189_MARK LOGO: FLDT  
 AF3189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3189
 AF3189  HISTORY     - Date     Condition        Report By
 AF3189  HISTORY     - UNK      MONUMENTED       FLDT
 AF3189  HISTORY     - 1970     GOOD             NGS
 AF3189  HISTORY     - 1972     GOOD             NGS
 AF3189  HISTORY     - 1980     GOOD             FLDNR
 AF3189  HISTORY     - 1986     GOOD             FLDNR
 AF3189  HISTORY     - 1989     GOOD             USPSQD
 AF3189  HISTORY     - 1990     GOOD             USPSQD
 AF3189  HISTORY     - 1991     GOOD             USPSQD
 AF3189  HISTORY     - 2002     GOOD             GCYI
 AF3189
 AF3189                          STATION DESCRIPTION
 AF3189
 AF3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3189'AT STUART.
 AF3189'AT STUART, ABOUT 0.2 MILE NORTH ALONG THE FLORIDA EAST COAST
 AF3189'RAILWAY FROM THE CROSSING OF WEST 1ST STREET, ABOUT 75 YARDS
 AF3189'WEST OF THE TRACK, SET ON THE TOP OF THE SOUTH END OF THE WEST
 AF3189'WALKWAY OF THE U.S. HIGHWAY 1 (SOUTHBOUND LANE) BRIDGE OVER
 AF3189'THE ST LUCIE RIVER, 0.6 FOOT NORTH OF THE SOUTH END OF THE
 AF3189'WALKWAY, 0.5 FOOT EAST OF THE SOUTH END OF THE GUARD RAIL AND
 AF3189'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3189
 AF3189                          STATION RECOVERY (1972)
 AF3189
 AF3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1980)
 AF3189
 AF3189'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1986)
 AF3189
 AF3189'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1989)
 AF3189
 AF3189'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1990)
 AF3189
 AF3189'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1991)
 AF3189
 AF3189'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (2002)
 AF3189
 AF3189'RECOVERY NOTE BY G.C.Y., INCORPORATED 2002
 AF3189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7546 ***********************************************************************
 AF7546  DESIGNATION -  872 2366 E TIDAL
 AF7546  PID         -  AF7546
 AF7546  STATE/COUNTY-  FL/MARTIN
 AF7546  USGS QUAD   -  ST LUCIE INLET (1983)
 AF7546
 AF7546                         *CURRENT SURVEY CONTROL
 AF7546  ___________________________________________________________________
 AF7546* NAD 83(1986)-  27 11 01.     (N)    080 09 37.     (W)     SCALED    
 AF7546* NAVD 88     -         3.762  (meters)      12.34   (feet)  ADJUSTED  
 AF7546  ___________________________________________________________________
 AF7546  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF7546  DYNAMIC HT  -           3.756 (meters)      12.32  (feet)  COMP
 AF7546  MODELED GRAV-     979,111.3   (mgal)                       NAVD 88
 AF7546
 AF7546  VERT ORDER  -  SECOND    CLASS I
 AF7546
 AF7546.The horizontal coordinates were scaled from a topographic map and have
 AF7546.an estimated accuracy of +/- 6 seconds.
 AF7546
 AF7546.The orthometric height was determined by differential leveling
 AF7546.and adjusted by the National Geodetic Survey in September 1996..
 AF7546
 AF7546.The geoid height was determined by GEOID03.
 AF7546
 AF7546.The dynamic height is computed by dividing the NAVD 88
 AF7546.geopotential number by the normal gravity value computed on the
 AF7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7546.degrees latitude (g = 980.6199 gals.).
 AF7546
 AF7546.The modeled gravity was interpolated from observed gravity values.
 AF7546
 AF7546;                    North         East    Units  Estimated Accuracy
 AF7546;SPC FL E     -   316,030.      283,210.      MT  (+/- 180 meters Scaled)
 AF7546
 AF7546                          SUPERSEDED SURVEY CONTROL
 AF7546
 AF7546  NGVD 29 (09/01/92)    4.208  (m)           13.81   (f) ADJUSTED    2 1
 AF7546
 AF7546.Superseded values are not recommended for survey control.
 AF7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7546.See file dsdata.txt to determine how the superseded data were derived.
 AF7546
 AF7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL831070(NAD 83)
 AF7546_MARKER: DJ = TIDAL STATION DISK
 AF7546_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7546_SP_SET: CONCRETE SIDEWALK
 AF7546_STAMPING: 2366 E 1986
 AF7546_MARK LOGO: NOS   
 AF7546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7546
 AF7546  HISTORY     - Date     Condition        Report By
 AF7546  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7546
 AF7546                          STATION DESCRIPTION
 AF7546
 AF7546'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7546'6.5 MI EAST FROM STUART.
 AF7546'BEGIN AT THE EAST END OF THE STATE HIGHWAY A1A BRIDGE OVER THE
 AF7546'INTRACOASTAL WATERWAY (INDIAN RIVER), GO 0.6 MILE EAST ON A1A TO THE
 AF7546'JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO THE INDIAN RIVER
 AF7546'PLANTATION), GO 2.55 MILES SOUTH ON MACARTHUR BOULEVARD TO THE
 AF7546'ENTRANCE TO THE SAILFISH POINT DEVELOPMENT AND THE MARK VICINITY.
 AF7546'THE MARK IS AT THE SAILFISH POINT SALES OFFICE BUILDING, 34 FEET
 AF7546'NORTH OF THE CENTERLINE OF THE ENTRANCE WALKWAY TO THE BUILDING, 20.7
 AF7546'FEET SOUTH OF THE NORTHEAST CORNER OF THE PARKING LOT AND 1.3 FEET
 AF7546'SOUTHWEST OF THE NORTH END OF A 2-FOOT HIGH CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7544 ***********************************************************************
 AF7544  DESIGNATION -  872 2366 F TIDAL
 AF7544  PID         -  AF7544
 AF7544  STATE/COUNTY-  FL/MARTIN
 AF7544  USGS QUAD   -  ST LUCIE INLET (1983)
 AF7544
 AF7544                         *CURRENT SURVEY CONTROL
 AF7544  ___________________________________________________________________
 AF7544* NAD 83(1986)-  27 11 06.     (N)    080 09 39.     (W)     SCALED    
 AF7544* NAVD 88     -         1.861  (meters)       6.11   (feet)  ADJUSTED  
 AF7544  ___________________________________________________________________
 AF7544  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF7544  DYNAMIC HT  -           1.858 (meters)       6.10  (feet)  COMP
 AF7544  MODELED GRAV-     979,111.5   (mgal)                       NAVD 88
 AF7544
 AF7544  VERT ORDER  -  SECOND    CLASS I
 AF7544
 AF7544.The horizontal coordinates were scaled from a topographic map and have
 AF7544.an estimated accuracy of +/- 6 seconds.
 AF7544
 AF7544.The orthometric height was determined by differential leveling
 AF7544.and adjusted by the National Geodetic Survey in September 1996..
 AF7544
 AF7544.The geoid height was determined by GEOID03.
 AF7544
 AF7544.The dynamic height is computed by dividing the NAVD 88
 AF7544.geopotential number by the normal gravity value computed on the
 AF7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7544.degrees latitude (g = 980.6199 gals.).
 AF7544
 AF7544.The modeled gravity was interpolated from observed gravity values.
 AF7544
 AF7544;                    North         East    Units  Estimated Accuracy
 AF7544;SPC FL E     -   316,180.      283,150.      MT  (+/- 180 meters Scaled)
 AF7544
 AF7544                          SUPERSEDED SURVEY CONTROL
 AF7544
 AF7544  NGVD 29 (09/01/92)    2.307  (m)            7.57   (f) ADJUSTED    2 1
 AF7544
 AF7544.Superseded values are not recommended for survey control.
 AF7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7544.See file dsdata.txt to determine how the superseded data were derived.
 AF7544
 AF7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL831072(NAD 83)
 AF7544_MARKER: DJ = TIDAL STATION DISK
 AF7544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7544_SP_SET: CONCRETE CURBING
 AF7544_STAMPING: 2366 F 1986
 AF7544_MARK LOGO: NOS   
 AF7544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7544
 AF7544  HISTORY     - Date     Condition        Report By
 AF7544  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7544  HISTORY     - 20030924 GOOD             FLDT
 AF7544
 AF7544                          STATION DESCRIPTION
 AF7544
 AF7544'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7544'6.5 MI ESE FROM STUART.
 AF7544'BEGIN AT THE EAST END OF THE STATE HIGHWAY A1A BRIDGE OVER THE
 AF7544'INTRACOASTAL WATERWAY (INDIAN RIVER), GO 0.6 MILE EAST ON A1A TO THE
 AF7544'JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO THE INDIAN RIVER
 AF7544'PLANTATION), GO 2.55 MILES SOUTH ON MACARTHUR BOULEVARD TO THE
 AF7544'ENTRANCE TO THE SAILFISH POINT DEVELOPMENT AND THE MARK VICINITY.
 AF7544'THE MARK BEARS 47 FEET NORTH-NORTHWEST OF THE WEST GATE POST TO
 AF7544'SAILFISH POINT, 50 FEET SOUTHWEST OF THE CENTER OF A TRAFFIC ISLAND
 AF7544'AND IS SET IN THE CURBING AT THE SOUTHWEST EDGE OF A TRAFFIC CIRCLE.
 AF7544
 AF7544                          STATION RECOVERY (2003)
 AF7544
 AF7544'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF7544'RECOVERD AS DESCRIBED AND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7543 ***********************************************************************
 AF7543  DESIGNATION -  872 2366 G TIDAL
 AF7543  PID         -  AF7543
 AF7543  STATE/COUNTY-  FL/MARTIN
 AF7543  USGS QUAD   -  ST LUCIE INLET (1983)
 AF7543
 AF7543                         *CURRENT SURVEY CONTROL
 AF7543  ___________________________________________________________________
 AF7543* NAD 83(1986)-  27 11 12.     (N)    080 09 38.     (W)     SCALED    
 AF7543* NAVD 88     -         0.620  (meters)       2.03   (feet)  ADJUSTED  
 AF7543  ___________________________________________________________________
 AF7543  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF7543  DYNAMIC HT  -           0.619 (meters)       2.03  (feet)  COMP
 AF7543  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 AF7543
 AF7543  VERT ORDER  -  SECOND    CLASS I
 AF7543
 AF7543.The horizontal coordinates were scaled from a topographic map and have
 AF7543.an estimated accuracy of +/- 6 seconds.
 AF7543
 AF7543.The orthometric height was determined by differential leveling
 AF7543.and adjusted by the National Geodetic Survey in September 1996..
 AF7543
 AF7543.The geoid height was determined by GEOID03.
 AF7543
 AF7543.The dynamic height is computed by dividing the NAVD 88
 AF7543.geopotential number by the normal gravity value computed on the
 AF7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7543.degrees latitude (g = 980.6199 gals.).
 AF7543
 AF7543.The modeled gravity was interpolated from observed gravity values.
 AF7543
 AF7543;                    North         East    Units  Estimated Accuracy
 AF7543;SPC FL E     -   316,370.      283,180.      MT  (+/- 180 meters Scaled)
 AF7543
 AF7543                          SUPERSEDED SURVEY CONTROL
 AF7543
 AF7543  NGVD 29 (09/01/92)    1.066  (m)            3.50   (f) ADJUSTED    2 1
 AF7543
 AF7543.Superseded values are not recommended for survey control.
 AF7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7543.See file dsdata.txt to determine how the superseded data were derived.
 AF7543
 AF7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL831073(NAD 83)
 AF7543_MARKER: DJ = TIDAL STATION DISK
 AF7543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7543_SP_SET: STAINLESS STEEL ROD
 AF7543_STAMPING: 2366 G 1986
 AF7543_MARK LOGO: NOS   
 AF7543_PROJECTION: PROJECTING 3 CENTIMETERS
 AF7543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7543_ROD/PIPE-DEPTH: 6.71 meters
 AF7543
 AF7543  HISTORY     - Date     Condition        Report By
 AF7543  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7543
 AF7543                          STATION DESCRIPTION
 AF7543
 AF7543'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7543'6.5 MI ESE FROM STUART.
 AF7543'BEGIN AT THE EAST END OF THE STATE HIGHWAY A1A BRIDGE OVER THE
 AF7543'INTRACOASTAL WATERWAY (INDIAN RIVER), GO 0.6 MILE EAST ON A1A TO THE
 AF7543'JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO THE INDIAN RIVER
 AF7543'PLANTATION), GO 2.55 MILES SOUTH ON MACARTHUR BOULEVARD TO THE
 AF7543'ENTRANCE TO THE SAILFISH POINT DEVELOPMENT AND THE MARK VICINITY.
 AF7543'THE MARK IS 0.15 MILE NORTH OF THE ENTRANCE TO SAILFISH POINT, 24.5
 AF7543'FEET EAST OF THE CENTERLINE OF THE ROAD, 5.4 FEET EAST-SOUTHEAST OF
 AF7543'POWER POLE 6-7457-5459-0-3, 49.1 FEET EAST-NORTHEAST OF AND ACROSS
 AF7543'THE ROAD FROM THE SOUTHEAST CORNER OF A WOOD FENCE AND 1.4 FEET WEST
 AF7543'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6951 ***********************************************************************
 AF6951  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6951  DESIGNATION -  872 2366 TIDAL 1
 AF6951  PID         -  AF6951
 AF6951  STATE/COUNTY-  FL/MARTIN
 AF6951  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6951
 AF6951                         *CURRENT SURVEY CONTROL
 AF6951  ___________________________________________________________________
 AF6951* NAD 83(1986)-  27 11 01.     (N)    080 09 29.     (W)     SCALED    
 AF6951* NAVD 88     -         2.506  (meters)       8.22   (feet)  ADJUSTED  
 AF6951  ___________________________________________________________________
 AF6951  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6951  DYNAMIC HT  -           2.502 (meters)       8.21  (feet)  COMP
 AF6951  MODELED GRAV-     979,111.2   (mgal)                       NAVD 88
 AF6951
 AF6951  VERT ORDER  -  SECOND    CLASS I
 AF6951
 AF6951.The horizontal coordinates were scaled from a topographic map and have
 AF6951.an estimated accuracy of +/- 6 seconds.
 AF6951
 AF6951.The orthometric height was determined by differential leveling
 AF6951.and adjusted by the National Geodetic Survey in June 1991..
 AF6951
 AF6951.This Tidal Bench Mark is designated as VM 10747
 AF6951.by the Center for Operational Oceanographic Products and Services.
 AF6951
 AF6951.The geoid height was determined by GEOID03.
 AF6951
 AF6951.The dynamic height is computed by dividing the NAVD 88
 AF6951.geopotential number by the normal gravity value computed on the
 AF6951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6951.degrees latitude (g = 980.6199 gals.).
 AF6951
 AF6951.The modeled gravity was interpolated from observed gravity values.
 AF6951
 AF6951;                    North         East    Units  Estimated Accuracy
 AF6951;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6951
 AF6951                          SUPERSEDED SURVEY CONTROL
 AF6951
 AF6951  NGVD 29 (09/01/92)    2.943  (m)            9.66   (f) ADJUSTED    2 1
 AF6951
 AF6951.Superseded values are not recommended for survey control.
 AF6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6951.See file dsdata.txt to determine how the superseded data were derived.
 AF6951
 AF6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6951_MARKER: DJ = TIDAL STATION DISK
 AF6951_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6951_SP_SET: CONCRETE BULKHEAD
 AF6951_STAMPING: NO 1 1972
 AF6951_MARK LOGO: NOS   
 AF6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6951+STABILITY: SURFACE MOTION
 AF6951
 AF6951  HISTORY     - Date     Condition        Report By
 AF6951  HISTORY     - 1972     MONUMENTED       NOS
 AF6951  HISTORY     - 1980     GOOD             FLDNR
 AF6951  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6951
 AF6951                          STATION DESCRIPTION
 AF6951
 AF6951'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6951'6.5 MI ESE FROM STUART.
 AF6951'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6951'RIVER (INTRACOASTAL WATERWAY), PROCEED EAST 0.6 MILE ALONG HIGHWAY A1A
 AF6951'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6951'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6951'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK BEARS 535 FEET
 AF6951'NORTH OF SEMINOLE SHORES VISITORS CENTER, IS SET IN THE NORTHEAST
 AF6951'CORNER OF A SQUARE CONCRETE BULKHEAD THAT EXTENDS BEYOND THE DUNE LINE
 AF6951'AND IS ON THE PROPERTY OF THE HARVARD INSTITUTE PUBLIC HEALTH
 AF6951'FOUNDATION.
 AF6951
 AF6951                          STATION RECOVERY (1989)
 AF6951
 AF6951'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6953 ***********************************************************************
 AF6953  DESIGNATION -  872 2366 TIDAL 2
 AF6953  PID         -  AF6953
 AF6953  STATE/COUNTY-  FL/MARTIN
 AF6953  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6953
 AF6953                         *CURRENT SURVEY CONTROL
 AF6953  ___________________________________________________________________
 AF6953* NAD 83(1986)-  27 11 01.     (N)    080 09 29.     (W)     SCALED    
 AF6953* NAVD 88     -         3.934  (meters)      12.91   (feet)  ADJUSTED  
 AF6953  ___________________________________________________________________
 AF6953  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6953  DYNAMIC HT  -           3.928 (meters)      12.89  (feet)  COMP
 AF6953  MODELED GRAV-     979,111.2   (mgal)                       NAVD 88
 AF6953
 AF6953  VERT ORDER  -  SECOND    CLASS I
 AF6953
 AF6953.The horizontal coordinates were scaled from a topographic map and have
 AF6953.an estimated accuracy of +/- 6 seconds.
 AF6953
 AF6953.The orthometric height was determined by differential leveling
 AF6953.and adjusted by the National Geodetic Survey in June 1991..
 AF6953
 AF6953.The geoid height was determined by GEOID03.
 AF6953
 AF6953.The dynamic height is computed by dividing the NAVD 88
 AF6953.geopotential number by the normal gravity value computed on the
 AF6953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6953.degrees latitude (g = 980.6199 gals.).
 AF6953
 AF6953.The modeled gravity was interpolated from observed gravity values.
 AF6953
 AF6953;                    North         East    Units  Estimated Accuracy
 AF6953;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6953
 AF6953                          SUPERSEDED SURVEY CONTROL
 AF6953
 AF6953  NGVD 29 (09/01/92)    4.371  (m)           14.34   (f) ADJUSTED    2 1
 AF6953
 AF6953.Superseded values are not recommended for survey control.
 AF6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6953.See file dsdata.txt to determine how the superseded data were derived.
 AF6953
 AF6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6953_MARKER: DJ = TIDAL STATION DISK
 AF6953_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6953_SP_SET: CONCRETE BULKHEAD
 AF6953_STAMPING: NO 2 1972
 AF6953_MARK LOGO: NOS   
 AF6953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6953+STABILITY: SURFACE MOTION
 AF6953
 AF6953  HISTORY     - Date     Condition        Report By
 AF6953  HISTORY     - 1972     MONUMENTED       NOS
 AF6953  HISTORY     - 1980     GOOD             FLDNR
 AF6953  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6953
 AF6953                          STATION DESCRIPTION
 AF6953
 AF6953'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6953'6.5 MI ESE FROM STUART.
 AF6953'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6953'RIVER (INTRACOASTAL WATERWAY), PROCEED EAST 0.6 MILE ALONG HIGHWAY A1A
 AF6953'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6953'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6953'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK IS SET IN THE
 AF6953'EAST/WEST EXTENSION OF THE BULKHEAD ON THE PROPERTY OF THE HARVARD
 AF6953'INSTITUTE PUBLIC HEALTH FOUNDATION, 535 FEET NORTH OF THE SEMINOLE
 AF6953'SHORES VISITORS CENTER, AND 1.3 FEET EAST OF A CONCRETE FENCE POST.
 AF6953
 AF6953                          STATION RECOVERY (1989)
 AF6953
 AF6953'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6952 ***********************************************************************
 AF6952  DESIGNATION -  872 2366 TIDAL 3
 AF6952  PID         -  AF6952
 AF6952  STATE/COUNTY-  FL/MARTIN
 AF6952  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6952
 AF6952                         *CURRENT SURVEY CONTROL
 AF6952  ___________________________________________________________________
 AF6952* NAD 83(1986)-  27 11 01.     (N)    080 09 29.     (W)     SCALED    
 AF6952* NAVD 88     -         2.670  (meters)       8.76   (feet)  ADJUSTED  
 AF6952  ___________________________________________________________________
 AF6952  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6952  DYNAMIC HT  -           2.666 (meters)       8.75  (feet)  COMP
 AF6952  MODELED GRAV-     979,111.2   (mgal)                       NAVD 88
 AF6952
 AF6952  VERT ORDER  -  SECOND    CLASS I
 AF6952
 AF6952.The horizontal coordinates were scaled from a topographic map and have
 AF6952.an estimated accuracy of +/- 6 seconds.
 AF6952
 AF6952.The orthometric height was determined by differential leveling
 AF6952.and adjusted by the National Geodetic Survey in June 1991..
 AF6952
 AF6952.The geoid height was determined by GEOID03.
 AF6952
 AF6952.The dynamic height is computed by dividing the NAVD 88
 AF6952.geopotential number by the normal gravity value computed on the
 AF6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6952.degrees latitude (g = 980.6199 gals.).
 AF6952
 AF6952.The modeled gravity was interpolated from observed gravity values.
 AF6952
 AF6952;                    North         East    Units  Estimated Accuracy
 AF6952;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6952
 AF6952                          SUPERSEDED SURVEY CONTROL
 AF6952
 AF6952  NGVD 29 (09/01/92)    3.107  (m)           10.19   (f) ADJUSTED    2 1
 AF6952
 AF6952.Superseded values are not recommended for survey control.
 AF6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6952.See file dsdata.txt to determine how the superseded data were derived.
 AF6952
 AF6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6952_MARKER: DJ = TIDAL STATION DISK
 AF6952_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6952_SP_SET: CONCRETE BULKHEAD
 AF6952_STAMPING: NO 3 1972
 AF6952_MARK LOGO: NOS   
 AF6952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6952+STABILITY: SURFACE MOTION
 AF6952
 AF6952  HISTORY     - Date     Condition        Report By
 AF6952  HISTORY     - 1972     MONUMENTED       NOS
 AF6952  HISTORY     - 1980     GOOD             FLDNR
 AF6952  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6952
 AF6952                          STATION DESCRIPTION
 AF6952
 AF6952'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6952'6.5 MI ESE FROM STUART.
 AF6952'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6952'RIVER (INTRACOASTAL WATERWAY), PROCEED 0.6 MILE ALONG HIGHWAY A1A EAST
 AF6952'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6952'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6952'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK IS SET IN THE
 AF6952'SOUTHWEST CORNER OF A SQUARE CONCRETE BULKHEAD ON THE PROPERTY OF THE
 AF6952'HARVARD INSTITUTE PUBLIC HEALTH FOUNDATION AND IS ABOUT 535 FEET NORTH
 AF6952'OF THE SEMINOLE SHORES VISITORS CENTER.
 AF6952
 AF6952                          STATION RECOVERY (1989)
 AF6952
 AF6952'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6950 ***********************************************************************
 AF6950  DESIGNATION -  872 2366 TIDAL 4
 AF6950  PID         -  AF6950
 AF6950  STATE/COUNTY-  FL/MARTIN
 AF6950  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6950
 AF6950                         *CURRENT SURVEY CONTROL
 AF6950  ___________________________________________________________________
 AF6950* NAD 83(1986)-  27 11 01.     (N)    080 09 29.     (W)     SCALED    
 AF6950* NAVD 88     -         2.999  (meters)       9.84   (feet)  ADJUSTED  
 AF6950  ___________________________________________________________________
 AF6950  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6950  DYNAMIC HT  -           2.994 (meters)       9.82  (feet)  COMP
 AF6950  MODELED GRAV-     979,111.2   (mgal)                       NAVD 88
 AF6950
 AF6950  VERT ORDER  -  SECOND    CLASS I
 AF6950
 AF6950.The horizontal coordinates were scaled from a topographic map and have
 AF6950.an estimated accuracy of +/- 6 seconds.
 AF6950
 AF6950.The orthometric height was determined by differential leveling
 AF6950.and adjusted by the National Geodetic Survey in June 1991..
 AF6950
 AF6950.The geoid height was determined by GEOID03.
 AF6950
 AF6950.The dynamic height is computed by dividing the NAVD 88
 AF6950.geopotential number by the normal gravity value computed on the
 AF6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6950.degrees latitude (g = 980.6199 gals.).
 AF6950
 AF6950.The modeled gravity was interpolated from observed gravity values.
 AF6950
 AF6950;                    North         East    Units  Estimated Accuracy
 AF6950;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6950
 AF6950                          SUPERSEDED SURVEY CONTROL
 AF6950
 AF6950  NGVD 29 (09/01/92)    3.436  (m)           11.27   (f) ADJUSTED    2 1
 AF6950
 AF6950.Superseded values are not recommended for survey control.
 AF6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6950.See file dsdata.txt to determine how the superseded data were derived.
 AF6950
 AF6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6950_MARKER: DJ = TIDAL STATION DISK
 AF6950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6950_SP_SET: CONCRETE BULKHEAD
 AF6950_STAMPING: NO 4 1972
 AF6950_MARK LOGO: NOS   
 AF6950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6950+STABILITY: SURFACE MOTION
 AF6950
 AF6950  HISTORY     - Date     Condition        Report By
 AF6950  HISTORY     - 1972     MONUMENTED       NOS
 AF6950  HISTORY     - 1980     GOOD             FLDNR
 AF6950  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6950
 AF6950                          STATION DESCRIPTION
 AF6950
 AF6950'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6950'6.5 MI ESE FROM STUART.
 AF6950'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6950'RIVER (INTRACOASTAL WATERWAY), PROCEED EAST 0.6 MILE ALONG HIGHWAY A1A
 AF6950'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6950'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6950'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK IS SET IN THE
 AF6950'EAST/WEST EXTENSION OF THE SQUARE BULKHEAD ON THE PROPERTY OF THE
 AF6950'HARVARD INSTITUTE PUBLIC HEALTH FOUNDATION, 75 FEET WEST OF THE
 AF6950'NORTHEAST CORNER OF THE BULKHEAD, AND 63.3 FEET EAST OF THE WEST END
 AF6950'OF THE EAST/WEST EXTENSION.
 AF6950
 AF6950                          STATION RECOVERY (1989)
 AF6950
 AF6950'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3182 ***********************************************************************
 AF3182  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3182  DESIGNATION -  872 2371 TIDAL 1 A
 AF3182  PID         -  AF3182
 AF3182  STATE/COUNTY-  FL/MARTIN
 AF3182  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3182
 AF3182                         *CURRENT SURVEY CONTROL
 AF3182  ___________________________________________________________________
 AF3182* NAD 83(1986)-  27 10 29.     (N)    080 11 17.     (W)     SCALED    
 AF3182* NAVD 88     -         6.767  (meters)      22.20   (feet)  ADJUSTED  
 AF3182  ___________________________________________________________________
 AF3182  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF3182  DYNAMIC HT  -           6.757 (meters)      22.17  (feet)  COMP
 AF3182  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 AF3182
 AF3182  VERT ORDER  -  SECOND    CLASS 0
 AF3182
 AF3182.The horizontal coordinates were scaled from a topographic map and have
 AF3182.an estimated accuracy of +/- 6 seconds.
 AF3182
 AF3182.The orthometric height was determined by differential leveling
 AF3182.and adjusted by the National Geodetic Survey in June 1991..
 AF3182
 AF3182.This Tidal Bench Mark is designated as VM 5450
 AF3182.by the Center for Operational Oceanographic Products and Services.
 AF3182
 AF3182.The geoid height was determined by GEOID03.
 AF3182
 AF3182.The dynamic height is computed by dividing the NAVD 88
 AF3182.geopotential number by the normal gravity value computed on the
 AF3182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3182.degrees latitude (g = 980.6199 gals.).
 AF3182
 AF3182.The modeled gravity was interpolated from observed gravity values.
 AF3182
 AF3182;                    North         East    Units  Estimated Accuracy
 AF3182;SPC FL E     -   315,020.      280,460.      MT  (+/- 180 meters Scaled)
 AF3182
 AF3182                          SUPERSEDED SURVEY CONTROL
 AF3182
 AF3182  NGVD 29 (??/??/92)    7.214  (m)           23.67   (f) ADJ UNCH    2 0
 AF3182
 AF3182.Superseded values are not recommended for survey control.
 AF3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3182.See file dsdata.txt to determine how the superseded data were derived.
 AF3182
 AF3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL804060(NAD 83)
 AF3182_MARKER: DJ = TIDAL STATION DISK
 AF3182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3182_SP_SET: PORCH
 AF3182_STAMPING: NO 1 A 1969
 AF3182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3182
 AF3182  HISTORY     - Date     Condition        Report By
 AF3182  HISTORY     - 1969     MONUMENTED       CGS
 AF3182  HISTORY     - 1970     GOOD             NGS
 AF3182  HISTORY     - 1972     GOOD             NGS
 AF3182  HISTORY     - 1980     GOOD             FLDNR
 AF3182
 AF3182                          STATION DESCRIPTION
 AF3182
 AF3182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3182'5.4 MI SE FROM STUART.
 AF3182'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3182'COURTHOUSE AT STUART, THENCE 2.1 MILES SOUTH ALONG SEWALLS POINT
 AF3182'ROAD, AT SEWALLS POINT, 59.7 FEET WEST-SOUTHWEST OF BENCH MARK
 AF3182'IWM 8 (USE) DESCRIBED, SET ON THE TOP OF A CONCRETE PORCH FLOOR
 AF3182'ON THE SOUTHEAST SIDE OF A LARGE BRICK RESIDENCE, 15.5 FEET
 AF3182'NORTH OF THE SOUTHEAST CORNER OF THE RESIDENCE, 1.1 FEET EAST
 AF3182'OF THE EAST WALL OF THE HOUSE AND NEAR THE NORTH END OF A LARGE
 AF3182'PICTURE WINDOW IN THE RESIDENCE.
 AF3182
 AF3182                          STATION RECOVERY (1972)
 AF3182
 AF3182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3182'RECOVERED IN GOOD CONDITION.
 AF3182
 AF3182                          STATION RECOVERY (1980)
 AF3182
 AF3182'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7402 ***********************************************************************
 AF7402  DESIGNATION -  872 2371 TIDAL 1 A RESET
 AF7402  PID         -  AF7402
 AF7402  STATE/COUNTY-  FL/MARTIN
 AF7402  USGS QUAD   -  ST LUCIE INLET (1983)
 AF7402
 AF7402                         *CURRENT SURVEY CONTROL
 AF7402  ___________________________________________________________________
 AF7402* NAD 83(1986)-  27 10 29.     (N)    080 11 17.     (W)     SCALED    
 AF7402* NAVD 88     -         7.20   (meters)      23.6    (feet)  RESET     
 AF7402  ___________________________________________________________________
 AF7402  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF7402
 AF7402  VERT ORDER  -  THIRD
 AF7402
 AF7402.The horizontal coordinates were scaled from a topographic map and have
 AF7402.an estimated accuracy of +/- 6 seconds.
 AF7402
 AF7402.The orthometric height was computed from unverified reset data.
 AF7402.No vertical observational check was made to the station.
 AF7402
 AF7402.The geoid height was determined by GEOID03.
 AF7402
 AF7402;                    North         East    Units  Estimated Accuracy
 AF7402;SPC FL E     -   315,020.      280,460.      MT  (+/- 180 meters Scaled)
 AF7402
 AF7402                          SUPERSEDED SURVEY CONTROL
 AF7402
 AF7402  NGVD 29 (08/19/04)    7.65   (m)           25.1    (f) RESET       3  
 AF7402
 AF7402.Superseded values are not recommended for survey control.
 AF7402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7402.See file dsdata.txt to determine how the superseded data were derived.
 AF7402
 AF7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL804060(NAD 83)
 AF7402_MARKER: DB = BENCH MARK DISK
 AF7402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7402_SP_SET: CONCRETE POST
 AF7402_STAMPING: NO 1A RESET 1984
 AF7402_MARK LOGO: NGS   
 AF7402_PROJECTION: FLUSH
 AF7402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7402+STABILITY: SURFACE MOTION
 AF7402
 AF7402  HISTORY     - Date     Condition        Report By
 AF7402  HISTORY     - 1984     MONUMENTED       NGS
 AF7402
 AF7402                          STATION DESCRIPTION
 AF7402
 AF7402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AF7402'5.3 KM (3.30 MI) SE FROM STUART.
 AF7402'5.28 KM (3.30 MI) EAST ALONG STATE HIGHWAY A1A FROM THE COURT HOUSE IN
 AF7402'STUART, THENCE 2.88 KM (1.80 MI) SOUTH ALONG SEWALLS ROAD TO HIGH
 AF7402'POINT, THENCE 0.40 KM (0.25 MI) ALONG EAST HIGH POINT ROAD TO 24 EAST
 AF7402'HIGH POINT, 92.0 FEET (28.04) METERS SOUTHWEST OF THE CENTER OF
 AF7402'DRIVEWAY TO HOUSE AT 22 EAST HIGH POINT ROAD, 53.0 FEET (16.15)
 AF7402'METERS NORTHEAST OF THE CENTER OF DRIVEWAY TO HOUSE AT 24 EAST HIGH
 AF7402'POINT ROAD, 34.5 FEET (10.52) METERS SOUTHEAST OF THE CENTER OF EAST
 AF7402'HIGH POINT ROAD AND 1.0 FEET (.30) METERS SOUTHEAST OF THE SOUTHEAST
 AF7402'SIDE OF A HIGH HEDGE.
 AF7402'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AF7402'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3183 ***********************************************************************
 AF3183  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3183  DESIGNATION -  872 2371 TIDAL 2 A
 AF3183  PID         -  AF3183
 AF3183  STATE/COUNTY-  FL/MARTIN
 AF3183  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3183
 AF3183                         *CURRENT SURVEY CONTROL
 AF3183  ___________________________________________________________________
 AF3183* NAD 83(1986)-  27 10 29.     (N)    080 11 18.     (W)     SCALED    
 AF3183* NAVD 88     -         6.789  (meters)      22.27   (feet)  ADJUSTED  
 AF3183  ___________________________________________________________________
 AF3183  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF3183  DYNAMIC HT  -           6.779 (meters)      22.24  (feet)  COMP
 AF3183  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 AF3183
 AF3183  VERT ORDER  -  SECOND    CLASS 0
 AF3183
 AF3183.The horizontal coordinates were scaled from a topographic map and have
 AF3183.an estimated accuracy of +/- 6 seconds.
 AF3183
 AF3183.The orthometric height was determined by differential leveling
 AF3183.and adjusted by the National Geodetic Survey in June 1991..
 AF3183
 AF3183.This Tidal Bench Mark is designated as VM 5451
 AF3183.by the Center for Operational Oceanographic Products and Services.
 AF3183
 AF3183.The geoid height was determined by GEOID03.
 AF3183
 AF3183.The dynamic height is computed by dividing the NAVD 88
 AF3183.geopotential number by the normal gravity value computed on the
 AF3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3183.degrees latitude (g = 980.6199 gals.).
 AF3183
 AF3183.The modeled gravity was interpolated from observed gravity values.
 AF3183
 AF3183;                    North         East    Units  Estimated Accuracy
 AF3183;SPC FL E     -   315,020.      280,430.      MT  (+/- 180 meters Scaled)
 AF3183
 AF3183                          SUPERSEDED SURVEY CONTROL
 AF3183
 AF3183  NGVD 29 (??/??/92)    7.236  (m)           23.74   (f) ADJ UNCH    2 0
 AF3183
 AF3183.Superseded values are not recommended for survey control.
 AF3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3183.See file dsdata.txt to determine how the superseded data were derived.
 AF3183
 AF3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL804060(NAD 83)
 AF3183_MARKER: DJ = TIDAL STATION DISK
 AF3183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3183_SP_SET: CONCRETE SLAB
 AF3183_STAMPING: NO 2 A 1969
 AF3183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3183
 AF3183  HISTORY     - Date     Condition        Report By
 AF3183  HISTORY     - 1969     MONUMENTED       CGS
 AF3183  HISTORY     - 1970     GOOD             NGS
 AF3183  HISTORY     - 1972     GOOD             NGS
 AF3183  HISTORY     - 1980     GOOD             FLDNR
 AF3183  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3183
 AF3183                          STATION DESCRIPTION
 AF3183
 AF3183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3183'5.4 MI SE FROM STUART.
 AF3183'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3183'COURTHOUSE AT STUART, THENCE 2.1 MILES SOUTH ALONG SEWALLS
 AF3183'POINT ROAD, AT SEWALLS POINT, NEAR THE EAST END OF A DRIVE,
 AF3183'AT THE WEST END OF A BRICK RESIDENCE, SET IN THE TOP OF A
 AF3183'CONCRETE SLAB WHICH IS 8 FEET LONG AND 2 FEET WIDE WHICH IS
 AF3183'LOCATED AROUND THE GARBAGE WELL, 32 FEET WEST OF THE SOUTHWEST
 AF3183'CORNER OF THE GARAGE, 4.3 FEET SOUTH OF THE SOUTH WALL OF THE
 AF3183'HOUSE AND 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AF3183
 AF3183                          STATION RECOVERY (1972)
 AF3183
 AF3183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3183'RECOVERED IN GOOD CONDITION.
 AF3183
 AF3183                          STATION RECOVERY (1980)
 AF3183
 AF3183'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3183'RECOVERED IN GOOD CONDITION.
 AF3183
 AF3183                          STATION RECOVERY (1989)
 AF3183
 AF3183'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7403 ***********************************************************************
 AF7403  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7403  DESIGNATION -  872 2371 TIDAL 2 A RESET
 AF7403  PID         -  AF7403
 AF7403  STATE/COUNTY-  FL/MARTIN
 AF7403  USGS QUAD   -  ST LUCIE INLET (1983)
 AF7403
 AF7403                         *CURRENT SURVEY CONTROL
 AF7403  ___________________________________________________________________
 AF7403* NAD 83(1986)-  27 10 29.     (N)    080 11 18.     (W)     SCALED    
 AF7403* NAVD 88     -         7.369  (meters)      24.18   (feet)  ADJUSTED  
 AF7403  ___________________________________________________________________
 AF7403  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF7403  DYNAMIC HT  -           7.358 (meters)      24.14  (feet)  COMP
 AF7403  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 AF7403
 AF7403  VERT ORDER  -  SECOND    CLASS I
 AF7403
 AF7403.The horizontal coordinates were scaled from a topographic map and have
 AF7403.an estimated accuracy of +/- 6 seconds.
 AF7403
 AF7403.The orthometric height was determined by differential leveling
 AF7403.and adjusted by the National Geodetic Survey in September 1996..
 AF7403
 AF7403.This Tidal Bench Mark is designated as VM 5453
 AF7403.by the Center for Operational Oceanographic Products and Services.
 AF7403
 AF7403.The geoid height was determined by GEOID03.
 AF7403
 AF7403.The dynamic height is computed by dividing the NAVD 88
 AF7403.geopotential number by the normal gravity value computed on the
 AF7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7403.degrees latitude (g = 980.6199 gals.).
 AF7403
 AF7403.The modeled gravity was interpolated from observed gravity values.
 AF7403
 AF7403;                    North         East    Units  Estimated Accuracy
 AF7403;SPC FL E     -   315,020.      280,430.      MT  (+/- 180 meters Scaled)
 AF7403
 AF7403                          SUPERSEDED SURVEY CONTROL
 AF7403
 AF7403  NGVD 29 (09/01/92)    7.814  (m)           25.64   (f) ADJUSTED    2 1
 AF7403
 AF7403.Superseded values are not recommended for survey control.
 AF7403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7403.See file dsdata.txt to determine how the superseded data were derived.
 AF7403
 AF7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL804060(NAD 83)
 AF7403_MARKER: DB = BENCH MARK DISK
 AF7403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7403_SP_SET: CONCRETE CURBING
 AF7403_STAMPING: NO 2A RESET 1984
 AF7403_MARK LOGO: NGS   
 AF7403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7403
 AF7403  HISTORY     - Date     Condition        Report By
 AF7403  HISTORY     - 1984     MONUMENTED       NGS
 AF7403  HISTORY     - 1986     GOOD             FLDNR
 AF7403
 AF7403                          STATION DESCRIPTION
 AF7403
 AF7403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AF7403'5.3 KM (3.30 MI) SE FROM STUART.
 AF7403'5.28 KM (3.30 MI) EAST ALONG STATE HIGHWAY A1A FROM THE COURT HOUSE IN
 AF7403'STUART, THENCE 2.88 KM (1.80 MI) SOUTH ALONG SEWALLS ROAD TO HIGH
 AF7403'POINT, THENCE 0.40 KM (0.25 MI) ALONG EAST HIGH POINT ROAD TO 24 EAST
 AF7403'HIGH POINT, 89.0 FEET (27.13) METERS SOUTHWEST OF THE CENTER OF
 AF7403'DRIVEWAY TO HOUSE AT 22 EAST HIGH POINT ROAD, 56.0 FEET (17.07)
 AF7403'METERS NORTHEAST OF THE CENTER OF DRIVEWAY TO HOUSE AT 24 EAST HIGH
 AF7403'POINT ROAD, 11.0 FEET (3.35) METERS SOUTHEAST OF THE CENTER OF EAST
 AF7403'HIGH POINT ROAD AND 21.0 FEET (6.40) METERS NORTHWEST OF THE CENTER
 AF7403'OF A HEDGE ROW.
 AF7403'THE MARK IS 7.0 METERS  NW FROM  A WITNESS POST
 AF7403'THE MARK IS ABOVE LEVEL WITH .
 AF7403
 AF7403                          STATION RECOVERY (1986)
 AF7403
 AF7403'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF7403'BEGIN AT THE COURTHOUSE IN STUART, GO 3.3 MILES EAST ON STATE ROAD
 AF7403'A1A TO THE INTERSECTION OF SEWALL POINT ROAD, GO 2.1 MILES SOUTH ON
 AF7403'SEWALL POINT ROAD TO THE MARK.  THE MARK BEARS 11.4 FEET
 AF7403'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 24 FEET NORTH-NORTHEAST
 AF7403'OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER 24, 90 FEET
 AF7403'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER 22
 AF7403'AND IS SET IN THE CONCRETE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6966 ***********************************************************************
 AF6966  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6966  DESIGNATION -  872 2381 TIDAL 1
 AF6966  PID         -  AF6966
 AF6966  STATE/COUNTY-  FL/MARTIN
 AF6966  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6966
 AF6966                         *CURRENT SURVEY CONTROL
 AF6966  ___________________________________________________________________
 AF6966* NAD 83(1986)-  27 09 16.     (N)    080 10 17.     (W)     SCALED    
 AF6966* NAVD 88     -         0.827  (meters)       2.71   (feet)  ADJUSTED  
 AF6966  ___________________________________________________________________
 AF6966  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6966  DYNAMIC HT  -           0.826 (meters)       2.71  (feet)  COMP
 AF6966  MODELED GRAV-     979,108.2   (mgal)                       NAVD 88
 AF6966
 AF6966  VERT ORDER  -  SECOND    CLASS I
 AF6966
 AF6966.The horizontal coordinates were scaled from a topographic map and have
 AF6966.an estimated accuracy of +/- 6 seconds.
 AF6966
 AF6966.The orthometric height was determined by differential leveling
 AF6966.and adjusted by the National Geodetic Survey in June 1991..
 AF6966
 AF6966.This Tidal Bench Mark is designated as VM 5454
 AF6966.by the Center for Operational Oceanographic Products and Services.
 AF6966
 AF6966.The geoid height was determined by GEOID03.
 AF6966
 AF6966.The dynamic height is computed by dividing the NAVD 88
 AF6966.geopotential number by the normal gravity value computed on the
 AF6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6966.degrees latitude (g = 980.6199 gals.).
 AF6966
 AF6966.The modeled gravity was interpolated from observed gravity values.
 AF6966
 AF6966;                    North         East    Units  Estimated Accuracy
 AF6966;SPC FL E     -   312,790.      282,130.      MT  (+/- 180 meters Scaled)
 AF6966
 AF6966                          SUPERSEDED SURVEY CONTROL
 AF6966
 AF6966  NGVD 29 (09/01/92)    1.271  (m)            4.17   (f) ADJUSTED    2 1
 AF6966
 AF6966.Superseded values are not recommended for survey control.
 AF6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6966.See file dsdata.txt to determine how the superseded data were derived.
 AF6966
 AF6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL821038(NAD 83)
 AF6966_MARKER: DJ = TIDAL STATION DISK
 AF6966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6966_SP_SET: CONCRETE SEAWALL
 AF6966_STAMPING: NO 1 1972
 AF6966_MARK LOGO: NOS   
 AF6966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6966+STABILITY: SURFACE MOTION
 AF6966
 AF6966  HISTORY     - Date     Condition        Report By
 AF6966  HISTORY     - 1972     MONUMENTED       NOS
 AF6966  HISTORY     - 1980     GOOD             FLDNR
 AF6966  HISTORY     - 1986     GOOD             FLDNR
 AF6966  HISTORY     - 1989     GOOD             USPSQD
 AF6966  HISTORY     - 1990     GOOD             USPSQD
 AF6966  HISTORY     - 1991     GOOD             USPSQD
 AF6966  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AF6966
 AF6966                          STATION DESCRIPTION
 AF6966
 AF6966'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6966'1.7 MI ENE FROM PORT SALERNO.
 AF6966'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6966'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6966'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6966'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6966'ITS END AND THE MARK.  THE MARK BEARS 165 FEET EAST OF THE SOUTHWEST
 AF6966'END OF THE SEAWALL AROUND HORSESHOE POINT AND 33 FEET EAST OF THE
 AF6966'EASTERNMOST OF 4 SMALL PIERS.
 AF6966
 AF6966                          STATION RECOVERY (1986)
 AF6966
 AF6966'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (1989)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (1990)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (1991)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (2004)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6966'FROM COORDINATES, IT APPEARS TO BE OUT IN THE WATER.  EVIDENCE
 AF6966'SUGGESTS RETAINING WALL MAY HAVE BEEN BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6964 ***********************************************************************
 AF6964  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6964  DESIGNATION -  872 2381 TIDAL 2
 AF6964  PID         -  AF6964
 AF6964  STATE/COUNTY-  FL/MARTIN
 AF6964  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6964
 AF6964                         *CURRENT SURVEY CONTROL
 AF6964  ___________________________________________________________________
 AF6964* NAD 83(1986)-  27 09 16.     (N)    080 10 17.     (W)     SCALED    
 AF6964* NAVD 88     -         0.696  (meters)       2.28   (feet)  ADJUSTED  
 AF6964  ___________________________________________________________________
 AF6964  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6964  DYNAMIC HT  -           0.695 (meters)       2.28  (feet)  COMP
 AF6964  MODELED GRAV-     979,108.2   (mgal)                       NAVD 88
 AF6964
 AF6964  VERT ORDER  -  SECOND    CLASS I
 AF6964
 AF6964.The horizontal coordinates were scaled from a topographic map and have
 AF6964.an estimated accuracy of +/- 6 seconds.
 AF6964
 AF6964.The orthometric height was determined by differential leveling
 AF6964.and adjusted by the National Geodetic Survey in June 1991..
 AF6964
 AF6964.This Tidal Bench Mark is designated as VM 5455
 AF6964.by the Center for Operational Oceanographic Products and Services.
 AF6964
 AF6964.The geoid height was determined by GEOID03.
 AF6964
 AF6964.The dynamic height is computed by dividing the NAVD 88
 AF6964.geopotential number by the normal gravity value computed on the
 AF6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6964.degrees latitude (g = 980.6199 gals.).
 AF6964
 AF6964.The modeled gravity was interpolated from observed gravity values.
 AF6964
 AF6964;                    North         East    Units  Estimated Accuracy
 AF6964;SPC FL E     -   312,790.      282,130.      MT  (+/- 180 meters Scaled)
 AF6964
 AF6964                          SUPERSEDED SURVEY CONTROL
 AF6964
 AF6964  NGVD 29 (09/01/92)    1.140  (m)            3.74   (f) ADJUSTED    2 1
 AF6964
 AF6964.Superseded values are not recommended for survey control.
 AF6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6964.See file dsdata.txt to determine how the superseded data were derived.
 AF6964
 AF6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL821038(NAD 83)
 AF6964_MARKER: DJ = TIDAL STATION DISK
 AF6964_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6964_SP_SET: CONCRETE SEAWALL
 AF6964_STAMPING: NO 2 1972
 AF6964_MARK LOGO: NOS   
 AF6964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6964+STABILITY: SURFACE MOTION
 AF6964
 AF6964  HISTORY     - Date     Condition        Report By
 AF6964  HISTORY     - 1972     MONUMENTED       NOS
 AF6964  HISTORY     - 1980     GOOD             FLDNR
 AF6964  HISTORY     - 1986     GOOD             FLDNR
 AF6964  HISTORY     - 1989     GOOD             USPSQD
 AF6964  HISTORY     - 1990     GOOD             USPSQD
 AF6964  HISTORY     - 1991     GOOD             USPSQD
 AF6964  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6964  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AF6964
 AF6964                          STATION DESCRIPTION
 AF6964
 AF6964'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6964'1.7 MI ENE FROM PORT SALERNO.
 AF6964'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6964'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6964'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6964'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6964'ITS END AND THE MARK.  THE MARK BEARS 110 FEET WEST OF THE 45-DEGREE
 AF6964'CORNER AT THE SOUTHEAST END OF THE SEAWALL, AND 54 FEET EAST OF THE
 AF6964'SOUTHWEST CORNER OF THE SEAWALL.
 AF6964
 AF6964                          STATION RECOVERY (1986)
 AF6964
 AF6964'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (1989)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (1990)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (1991)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (2003)
 AF6964
 AF6964'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6964'STATION MARK NOT RECOVERED
 AF6964' 
 AF6964' 
 AF6964
 AF6964                          STATION RECOVERY (2004)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6964'LOCATION OF A NEW PIPE THROUGH SEAWALL MAY HAVE REMOVED THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6963 ***********************************************************************
 AF6963  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6963  DESIGNATION -  872 2381 TIDAL 3
 AF6963  PID         -  AF6963
 AF6963  STATE/COUNTY-  FL/MARTIN
 AF6963  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6963
 AF6963                         *CURRENT SURVEY CONTROL
 AF6963  ___________________________________________________________________
 AF6963* NAD 83(1986)-  27 09 16.     (N)    080 10 17.     (W)     SCALED    
 AF6963* NAVD 88     -         0.692  (meters)       2.27   (feet)  ADJUSTED  
 AF6963  ___________________________________________________________________
 AF6963  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6963  DYNAMIC HT  -           0.691 (meters)       2.27  (feet)  COMP
 AF6963  MODELED GRAV-     979,108.2   (mgal)                       NAVD 88
 AF6963
 AF6963  VERT ORDER  -  SECOND    CLASS I
 AF6963
 AF6963.The horizontal coordinates were scaled from a topographic map and have
 AF6963.an estimated accuracy of +/- 6 seconds.
 AF6963
 AF6963.The orthometric height was determined by differential leveling
 AF6963.and adjusted by the National Geodetic Survey in June 1991..
 AF6963
 AF6963.This Tidal Bench Mark is designated as VM 5456
 AF6963.by the Center for Operational Oceanographic Products and Services.
 AF6963
 AF6963.The geoid height was determined by GEOID03.
 AF6963
 AF6963.The dynamic height is computed by dividing the NAVD 88
 AF6963.geopotential number by the normal gravity value computed on the
 AF6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6963.degrees latitude (g = 980.6199 gals.).
 AF6963
 AF6963.The modeled gravity was interpolated from observed gravity values.
 AF6963
 AF6963;                    North         East    Units  Estimated Accuracy
 AF6963;SPC FL E     -   312,790.      282,130.      MT  (+/- 180 meters Scaled)
 AF6963
 AF6963                          SUPERSEDED SURVEY CONTROL
 AF6963
 AF6963  NGVD 29 (09/01/92)    1.135  (m)            3.72   (f) ADJUSTED    2 1
 AF6963
 AF6963.Superseded values are not recommended for survey control.
 AF6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6963.See file dsdata.txt to determine how the superseded data were derived.
 AF6963
 AF6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL821038(NAD 83)
 AF6963_MARKER: DJ = TIDAL STATION DISK
 AF6963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6963_SP_SET: CONCRETE SEAWALL
 AF6963_STAMPING: NO 3 1972
 AF6963_MARK LOGO: NOS   
 AF6963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6963+STABILITY: SURFACE MOTION
 AF6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6963+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 AF6963
 AF6963  HISTORY     - Date     Condition        Report By
 AF6963  HISTORY     - 1972     MONUMENTED       NOS
 AF6963  HISTORY     - 1980     GOOD             FLDNR
 AF6963  HISTORY     - 1986     GOOD             FLDNR
 AF6963  HISTORY     - 1989     GOOD             USPSQD
 AF6963  HISTORY     - 1990     GOOD             USPSQD
 AF6963  HISTORY     - 1991     GOOD             USPSQD
 AF6963  HISTORY     - 20040228 GOOD             USPSQD
 AF6963
 AF6963                          STATION DESCRIPTION
 AF6963
 AF6963'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6963'1.7 MI ENE FROM PORT SALERNO.
 AF6963'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6963'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6963'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6963'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6963'ITS END AND THE MARK.  THE MARK BEARS 24 FEET NORTH OF THE SOUTHWEST
 AF6963'CORNER OF THE SEAWALL, 1.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 AF6963'SEAWALL, AND 57 FEET WEST-NORTHWEST OF BENCH MARK NO 2 1972.
 AF6963
 AF6963                          STATION RECOVERY (1986)
 AF6963
 AF6963'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (1989)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (1990)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (1991)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (2004)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6965 ***********************************************************************
 AF6965  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6965  DESIGNATION -  872 2381 TIDAL 4
 AF6965  PID         -  AF6965
 AF6965  STATE/COUNTY-  FL/MARTIN
 AF6965  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6965
 AF6965                         *CURRENT SURVEY CONTROL
 AF6965  ___________________________________________________________________
 AF6965* NAD 83(1986)-  27 09 16.     (N)    080 10 17.     (W)     SCALED    
 AF6965* NAVD 88     -         0.693  (meters)       2.27   (feet)  ADJUSTED  
 AF6965  ___________________________________________________________________
 AF6965  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6965  DYNAMIC HT  -           0.692 (meters)       2.27  (feet)  COMP
 AF6965  MODELED GRAV-     979,108.2   (mgal)                       NAVD 88
 AF6965
 AF6965  VERT ORDER  -  SECOND    CLASS I
 AF6965
 AF6965.The horizontal coordinates were scaled from a topographic map and have
 AF6965.an estimated accuracy of +/- 6 seconds.
 AF6965
 AF6965.The orthometric height was determined by differential leveling
 AF6965.and adjusted by the National Geodetic Survey in June 1991..
 AF6965
 AF6965.This Tidal Bench Mark is designated as VM 5457
 AF6965.by the Center for Operational Oceanographic Products and Services.
 AF6965
 AF6965.The geoid height was determined by GEOID03.
 AF6965
 AF6965.The dynamic height is computed by dividing the NAVD 88
 AF6965.geopotential number by the normal gravity value computed on the
 AF6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6965.degrees latitude (g = 980.6199 gals.).
 AF6965
 AF6965.The modeled gravity was interpolated from observed gravity values.
 AF6965
 AF6965;                    North         East    Units  Estimated Accuracy
 AF6965;SPC FL E     -   312,790.      282,130.      MT  (+/- 180 meters Scaled)
 AF6965
 AF6965                          SUPERSEDED SURVEY CONTROL
 AF6965
 AF6965  NGVD 29 (09/01/92)    1.137  (m)            3.73   (f) ADJUSTED    2 1
 AF6965
 AF6965.Superseded values are not recommended for survey control.
 AF6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6965.See file dsdata.txt to determine how the superseded data were derived.
 AF6965
 AF6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL821038(NAD 83)
 AF6965_MARKER: DJ = TIDAL STATION DISK
 AF6965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6965_SP_SET: CONCRETE SEAWALL
 AF6965_STAMPING: NO 4 1973
 AF6965_MARK LOGO: NOS   
 AF6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6965+STABILITY: SURFACE MOTION
 AF6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6965+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 AF6965
 AF6965  HISTORY     - Date     Condition        Report By
 AF6965  HISTORY     - 1973     MONUMENTED       NOS
 AF6965  HISTORY     - 1980     GOOD             FLDNR
 AF6965  HISTORY     - 1986     GOOD             FLDNR
 AF6965  HISTORY     - 1989     GOOD             USPSQD
 AF6965  HISTORY     - 1990     GOOD             USPSQD
 AF6965  HISTORY     - 1991     GOOD             USPSQD
 AF6965  HISTORY     - 20040228 GOOD             USPSQD
 AF6965
 AF6965                          STATION DESCRIPTION
 AF6965
 AF6965'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6965'1.7 MI ENE FROM PORT SALERNO.
 AF6965'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6965'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6965'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6965'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6965'ITS END AND THE MARK.  THE MARK BEARS 103 FEET EAST OF THE SOUTHWEST
 AF6965'CORNER OF THE SEAWALL AROUND HORSESHOE POINT, AND 54 FEET WEST OF THE
 AF6965'45-DEGREE CORNER AT THE SOUTHEAST END OF THE SEAWALL.
 AF6965
 AF6965                          STATION RECOVERY (1986)
 AF6965
 AF6965'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (1989)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (1990)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (1991)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (2004)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6957 ***********************************************************************
 AF6957  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6957  DESIGNATION -  872 2383 TIDAL 1
 AF6957  PID         -  AF6957
 AF6957  STATE/COUNTY-  FL/MARTIN
 AF6957  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6957
 AF6957                         *CURRENT SURVEY CONTROL
 AF6957  ___________________________________________________________________
 AF6957* NAD 83(1986)-  27 09 07.     (N)    080 11 41.     (W)     SCALED    
 AF6957* NAVD 88     -         0.722  (meters)       2.37   (feet)  ADJUSTED  
 AF6957  ___________________________________________________________________
 AF6957  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AF6957  DYNAMIC HT  -           0.721 (meters)       2.37  (feet)  COMP
 AF6957  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AF6957
 AF6957  VERT ORDER  -  SECOND    CLASS I
 AF6957
 AF6957.The horizontal coordinates were scaled from a topographic map and have
 AF6957.an estimated accuracy of +/- 6 seconds.
 AF6957
 AF6957.The orthometric height was determined by differential leveling
 AF6957.and adjusted by the National Geodetic Survey in June 1991..
 AF6957
 AF6957.This Tidal Bench Mark is designated as VM 5459
 AF6957.by the Center for Operational Oceanographic Products and Services.
 AF6957
 AF6957.The geoid height was determined by GEOID03.
 AF6957
 AF6957.The dynamic height is computed by dividing the NAVD 88
 AF6957.geopotential number by the normal gravity value computed on the
 AF6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6957.degrees latitude (g = 980.6199 gals.).
 AF6957
 AF6957.The modeled gravity was interpolated from observed gravity values.
 AF6957
 AF6957;                    North         East    Units  Estimated Accuracy
 AF6957;SPC FL E     -   312,500.      279,820.      MT  (+/- 180 meters Scaled)
 AF6957
 AF6957                          SUPERSEDED SURVEY CONTROL
 AF6957
 AF6957  NGVD 29 (09/01/92)    1.164  (m)            3.82   (f) ADJUSTED    2 1
 AF6957
 AF6957.Superseded values are not recommended for survey control.
 AF6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6957.See file dsdata.txt to determine how the superseded data were derived.
 AF6957
 AF6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL797035(NAD 83)
 AF6957_MARKER: DJ = TIDAL STATION DISK
 AF6957_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6957_SP_SET: CONCRETE SEAWALL
 AF6957_STAMPING: NO 1 1972
 AF6957_MARK LOGO: NOS   
 AF6957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6957+STABILITY: SURFACE MOTION
 AF6957
 AF6957  HISTORY     - Date     Condition        Report By
 AF6957  HISTORY     - 1972     MONUMENTED       NOS
 AF6957  HISTORY     - 1980     GOOD             FLDNR
 AF6957  HISTORY     - 1986     GOOD             FLDNR
 AF6957  HISTORY     - 1989     GOOD             USPSQD
 AF6957  HISTORY     - 1990     GOOD             USPSQD
 AF6957  HISTORY     - 1991     GOOD             USPSQD
 AF6957  HISTORY     - 20040228 GOOD             USPSQD
 AF6957
 AF6957                          STATION DESCRIPTION
 AF6957
 AF6957'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6957'IN PORT SALERNO.
 AF6957'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6957'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6957'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6957'MARINA AND THE MARK.  THE MARK BEARS 69.7 FEET EAST OF THE NORTHEAST
 AF6957'CORNER OF A SWIMMING POOL PUMP HOUSE,  18 FEET EAST OF THE APPROXIMATE
 AF6957'CENTERLINE OF THE DIRT ROAD AT THE MARINA, 3.5 FEET NORTH OF THE NORTH
 AF6957'EDGE OF A 4-FOOT WIDE WALKWAY TO THE FUELING PIER, AND IS AT BOAT
 AF6957'SPACE 23.
 AF6957
 AF6957                          STATION RECOVERY (1986)
 AF6957
 AF6957'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6957'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6957'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6957'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6957'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6957'THE MARK.  THE FUELING PIER AND WALKWAY HAVE BEEN MOVED AND THE MARK
 AF6957'IS 50 FEET EAST OF THE NORTHEAST CORNER OF THE DOCKMASTERS BUILDING
 AF6957'AND 128 FEET SOUTH OF BENCH MARK NO 2 1972.
 AF6957
 AF6957                          STATION RECOVERY (1989)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6957'RECOVERED IN GOOD CONDITION.
 AF6957
 AF6957                          STATION RECOVERY (1990)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6957'RECOVERED IN GOOD CONDITION.
 AF6957
 AF6957                          STATION RECOVERY (1991)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6957'RECOVERED IN GOOD CONDITION.
 AF6957
 AF6957                          STATION RECOVERY (2004)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJS)
 AF6957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6958 ***********************************************************************
 AF6958  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6958  DESIGNATION -  872 2383 TIDAL 2
 AF6958  PID         -  AF6958
 AF6958  STATE/COUNTY-  FL/MARTIN
 AF6958  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6958
 AF6958                         *CURRENT SURVEY CONTROL
 AF6958  ___________________________________________________________________
 AF6958* NAD 83(1986)-  27 09 07.     (N)    080 11 41.     (W)     SCALED    
 AF6958* NAVD 88     -         0.737  (meters)       2.42   (feet)  ADJUSTED  
 AF6958  ___________________________________________________________________
 AF6958  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AF6958  DYNAMIC HT  -           0.736 (meters)       2.41  (feet)  COMP
 AF6958  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AF6958
 AF6958  VERT ORDER  -  SECOND    CLASS I
 AF6958
 AF6958.The horizontal coordinates were scaled from a topographic map and have
 AF6958.an estimated accuracy of +/- 6 seconds.
 AF6958
 AF6958.The orthometric height was determined by differential leveling
 AF6958.and adjusted by the National Geodetic Survey in June 1991..
 AF6958
 AF6958.This Tidal Bench Mark is designated as VM 5460
 AF6958.by the Center for Operational Oceanographic Products and Services.
 AF6958
 AF6958.The geoid height was determined by GEOID03.
 AF6958
 AF6958.The dynamic height is computed by dividing the NAVD 88
 AF6958.geopotential number by the normal gravity value computed on the
 AF6958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6958.degrees latitude (g = 980.6199 gals.).
 AF6958
 AF6958.The modeled gravity was interpolated from observed gravity values.
 AF6958
 AF6958;                    North         East    Units  Estimated Accuracy
 AF6958;SPC FL E     -   312,500.      279,820.      MT  (+/- 180 meters Scaled)
 AF6958
 AF6958                          SUPERSEDED SURVEY CONTROL
 AF6958
 AF6958  NGVD 29 (09/01/92)    1.179  (m)            3.87   (f) ADJUSTED    2 1
 AF6958
 AF6958.Superseded values are not recommended for survey control.
 AF6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6958.See file dsdata.txt to determine how the superseded data were derived.
 AF6958
 AF6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL797035(NAD 83)
 AF6958_MARKER: DJ = TIDAL STATION DISK
 AF6958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6958_SP_SET: CONCRETE SEAWALL
 AF6958_STAMPING: NO 2 1972
 AF6958_MARK LOGO: NOS   
 AF6958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6958+STABILITY: SURFACE MOTION
 AF6958
 AF6958  HISTORY     - Date     Condition        Report By
 AF6958  HISTORY     - 1972     MONUMENTED       NOS
 AF6958  HISTORY     - 1980     GOOD             FLDNR
 AF6958  HISTORY     - 1986     GOOD             FLDNR
 AF6958  HISTORY     - 1989     GOOD             USPSQD
 AF6958  HISTORY     - 1990     GOOD             USPSQD
 AF6958  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6958
 AF6958                          STATION DESCRIPTION
 AF6958
 AF6958'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6958'IN PORT SALERNO.
 AF6958'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6958'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6958'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6958'MARINA AND THE MARK.  THE MARK BEARS 14 FEET EAST OF THE APPROXIMATE
 AF6958'CENTERLINE OF A DIRT ROAD, 4 FEET SOUTH OF A SMALL FINGER PIER, AND IS
 AF6958'AT BOAT SPACE 16.
 AF6958
 AF6958                          STATION RECOVERY (1986)
 AF6958
 AF6958'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6958'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6958'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6958'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6958'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6958'THE MARK.  THE MARK IS ALSO 13 FEET SOUTH OF AN 8-FOOT WIDE ALUMINUM
 AF6958'WALKWAY TO A FUELING DOCK.
 AF6958
 AF6958                          STATION RECOVERY (1989)
 AF6958
 AF6958'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6958'RECOVERED IN GOOD CONDITION.
 AF6958
 AF6958                          STATION RECOVERY (1990)
 AF6958
 AF6958'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6958'RECOVERED IN GOOD CONDITION.
 AF6958
 AF6958                          STATION RECOVERY (1991)
 AF6958
 AF6958'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6959 ***********************************************************************
 AF6959  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6959  DESIGNATION -  872 2383 TIDAL 3
 AF6959  PID         -  AF6959
 AF6959  STATE/COUNTY-  FL/MARTIN
 AF6959  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6959
 AF6959                         *CURRENT SURVEY CONTROL
 AF6959  ___________________________________________________________________
 AF6959* NAD 83(1986)-  27 09 07.     (N)    080 11 41.     (W)     SCALED    
 AF6959* NAVD 88     -         0.752  (meters)       2.47   (feet)  ADJUSTED  
 AF6959  ___________________________________________________________________
 AF6959  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AF6959  DYNAMIC HT  -           0.751 (meters)       2.46  (feet)  COMP
 AF6959  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AF6959
 AF6959  VERT ORDER  -  SECOND    CLASS I
 AF6959
 AF6959.The horizontal coordinates were scaled from a topographic map and have
 AF6959.an estimated accuracy of +/- 6 seconds.
 AF6959
 AF6959.The orthometric height was determined by differential leveling
 AF6959.and adjusted by the National Geodetic Survey in June 1991..
 AF6959
 AF6959.This Tidal Bench Mark is designated as VM 5461
 AF6959.by the Center for Operational Oceanographic Products and Services.
 AF6959
 AF6959.The geoid height was determined by GEOID03.
 AF6959
 AF6959.The dynamic height is computed by dividing the NAVD 88
 AF6959.geopotential number by the normal gravity value computed on the
 AF6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6959.degrees latitude (g = 980.6199 gals.).
 AF6959
 AF6959.The modeled gravity was interpolated from observed gravity values.
 AF6959
 AF6959;                    North         East    Units  Estimated Accuracy
 AF6959;SPC FL E     -   312,500.      279,820.      MT  (+/- 180 meters Scaled)
 AF6959
 AF6959                          SUPERSEDED SURVEY CONTROL
 AF6959
 AF6959  NGVD 29 (09/01/92)    1.194  (m)            3.92   (f) ADJUSTED    2 1
 AF6959
 AF6959.Superseded values are not recommended for survey control.
 AF6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6959.See file dsdata.txt to determine how the superseded data were derived.
 AF6959
 AF6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL797035(NAD 83)
 AF6959_MARKER: DJ = TIDAL STATION DISK
 AF6959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6959_SP_SET: CONCRETE SEAWALL
 AF6959_STAMPING: NO 3 1972
 AF6959_MARK LOGO: NOS   
 AF6959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6959+STABILITY: SURFACE MOTION
 AF6959
 AF6959  HISTORY     - Date     Condition        Report By
 AF6959  HISTORY     - 1972     MONUMENTED       NOS
 AF6959  HISTORY     - 1980     GOOD             FLDNR
 AF6959  HISTORY     - 1986     GOOD             FLDNR
 AF6959  HISTORY     - 1989     GOOD             USPSQD
 AF6959  HISTORY     - 1990     GOOD             USPSQD
 AF6959  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6959
 AF6959                          STATION DESCRIPTION
 AF6959
 AF6959'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6959'IN PORT SALERNO.
 AF6959'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6959'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6959'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6959'MARINA AND THE MARK.  THE MARK BEARS 14 FEET EAST OF THE APPROXIMATE
 AF6959'CENTERLINE OF A DIRT ROAD, 6.6 FEET SOUTH OF A SMALL FINGER PIER, AND
 AF6959'IS AT BOAT SPACE 8.
 AF6959
 AF6959                          STATION RECOVERY (1986)
 AF6959
 AF6959'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6959'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6959'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6959'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6959'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6959'THE MARK.  THE MARK IS ALSO 15 FEET SOUTH OF THE FINGER PIER.
 AF6959
 AF6959                          STATION RECOVERY (1989)
 AF6959
 AF6959'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6959'RECOVERED IN GOOD CONDITION.
 AF6959
 AF6959                          STATION RECOVERY (1990)
 AF6959
 AF6959'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6959'RECOVERED IN GOOD CONDITION.
 AF6959
 AF6959                          STATION RECOVERY (1991)
 AF6959
 AF6959'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6956 ***********************************************************************
 AF6956  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6956  DESIGNATION -  872 2383 TIDAL 4
 AF6956  PID         -  AF6956
 AF6956  STATE/COUNTY-  FL/MARTIN
 AF6956  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6956
 AF6956                         *CURRENT SURVEY CONTROL
 AF6956  ___________________________________________________________________
 AF6956* NAD 83(1986)-  27 09 07.     (N)    080 11 41.     (W)     SCALED    
 AF6956* NAVD 88     -         0.736  (meters)       2.41   (feet)  ADJUSTED  
 AF6956  ___________________________________________________________________
 AF6956  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AF6956  DYNAMIC HT  -           0.735 (meters)       2.41  (feet)  COMP
 AF6956  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AF6956
 AF6956  VERT ORDER  -  SECOND    CLASS I
 AF6956
 AF6956.The horizontal coordinates were scaled from a topographic map and have
 AF6956.an estimated accuracy of +/- 6 seconds.
 AF6956
 AF6956.The orthometric height was determined by differential leveling
 AF6956.and adjusted by the National Geodetic Survey in June 1991..
 AF6956
 AF6956.This Tidal Bench Mark is designated as VM 5462
 AF6956.by the Center for Operational Oceanographic Products and Services.
 AF6956
 AF6956.The geoid height was determined by GEOID03.
 AF6956
 AF6956.The dynamic height is computed by dividing the NAVD 88
 AF6956.geopotential number by the normal gravity value computed on the
 AF6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6956.degrees latitude (g = 980.6199 gals.).
 AF6956
 AF6956.The modeled gravity was interpolated from observed gravity values.
 AF6956
 AF6956;                    North         East    Units  Estimated Accuracy
 AF6956;SPC FL E     -   312,500.      279,820.      MT  (+/- 180 meters Scaled)
 AF6956
 AF6956                          SUPERSEDED SURVEY CONTROL
 AF6956
 AF6956  NGVD 29 (09/01/92)    1.178  (m)            3.86   (f) ADJUSTED    2 1
 AF6956
 AF6956.Superseded values are not recommended for survey control.
 AF6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6956.See file dsdata.txt to determine how the superseded data were derived.
 AF6956
 AF6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL797035(NAD 83)
 AF6956_MARKER: DJ = TIDAL STATION DISK
 AF6956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6956_SP_SET: CONCRETE SEAWALL
 AF6956_STAMPING: NO 4 1972
 AF6956_MARK LOGO: NOS   
 AF6956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6956+STABILITY: SURFACE MOTION
 AF6956
 AF6956  HISTORY     - Date     Condition        Report By
 AF6956  HISTORY     - 1972     MONUMENTED       NOS
 AF6956  HISTORY     - 1980     GOOD             FLDNR
 AF6956  HISTORY     - 1986     GOOD             FLDNR
 AF6956  HISTORY     - 1989     GOOD             USPSQD
 AF6956  HISTORY     - 1990     GOOD             USPSQD
 AF6956  HISTORY     - 1991     GOOD             USPSQD
 AF6956  HISTORY     - 20040228 GOOD             USPSQD
 AF6956
 AF6956                          STATION DESCRIPTION
 AF6956
 AF6956'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6956'IN PORT SALERNO.
 AF6956'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6956'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6956'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6956'MARINA AND THE MARK.  THE MARK BEARS 74.7 FEET SOUTH OF THE SOUTH EDGE
 AF6956'OF A 4-FOOT WIDE WALKWAY TO THE FUELING PIER AND 17 FEET EAST OF THE
 AF6956'APPROXIMATE CENTERLINE OF A DIRT ROAD.
 AF6956
 AF6956                          STATION RECOVERY (1986)
 AF6956
 AF6956'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6956'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6956'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6956'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6956'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6956'THE MARK.  THE MARK IS ALSO 15 FEET SOUTH OF AN 8-FOOT WIDE ALUMINUM
 AF6956'WALKWAY TO A T-DOCK AND 86 FEET SOUTH OF TIDAL BENCH MARK NO 1 1972.
 AF6956
 AF6956                          STATION RECOVERY (1989)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6956'RECOVERED IN GOOD CONDITION.
 AF6956
 AF6956                          STATION RECOVERY (1990)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6956'RECOVERED IN GOOD CONDITION.
 AF6956
 AF6956                          STATION RECOVERY (1991)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6956'RECOVERED IN GOOD CONDITION.
 AF6956
 AF6956                          STATION RECOVERY (2004)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJS)
 AF6956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6955 ***********************************************************************
 AF6955  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6955  DESIGNATION -  872 2383 TIDAL 5
 AF6955  PID         -  AF6955
 AF6955  STATE/COUNTY-  FL/MARTIN
 AF6955  USGS QUAD   -  ST LUCIE INLET (1983)
 AF6955
 AF6955                         *CURRENT SURVEY CONTROL
 AF6955  ___________________________________________________________________
 AF6955* NAD 83(1986)-  27 09 07.     (N)    080 11 41.     (W)     SCALED    
 AF6955* NAVD 88     -         0.756  (meters)       2.48   (feet)  ADJUSTED  
 AF6955  ___________________________________________________________________
 AF6955  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AF6955  DYNAMIC HT  -           0.755 (meters)       2.48  (feet)  COMP
 AF6955  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AF6955
 AF6955  VERT ORDER  -  SECOND    CLASS I
 AF6955
 AF6955.The horizontal coordinates were scaled from a topographic map and have
 AF6955.an estimated accuracy of +/- 6 seconds.
 AF6955
 AF6955.The orthometric height was determined by differential leveling
 AF6955.and adjusted by the National Geodetic Survey in June 1991..
 AF6955
 AF6955.This Tidal Bench Mark is designated as VM 5463
 AF6955.by the Center for Operational Oceanographic Products and Services.
 AF6955
 AF6955.The geoid height was determined by GEOID03.
 AF6955
 AF6955.The dynamic height is computed by dividing the NAVD 88
 AF6955.geopotential number by the normal gravity value computed on the
 AF6955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6955.degrees latitude (g = 980.6199 gals.).
 AF6955
 AF6955.The modeled gravity was interpolated from observed gravity values.
 AF6955
 AF6955;                    North         East    Units  Estimated Accuracy
 AF6955;SPC FL E     -   312,500.      279,820.      MT  (+/- 180 meters Scaled)
 AF6955
 AF6955                          SUPERSEDED SURVEY CONTROL
 AF6955
 AF6955  NGVD 29 (09/01/92)    1.199  (m)            3.93   (f) ADJUSTED    2 1
 AF6955
 AF6955.Superseded values are not recommended for survey control.
 AF6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6955.See file dsdata.txt to determine how the superseded data were derived.
 AF6955
 AF6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL797035(NAD 83)
 AF6955_MARKER: DJ = TIDAL STATION DISK
 AF6955_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6955_SP_SET: CONCRETE SEAWALL
 AF6955_STAMPING: NO 5 1972
 AF6955_MARK LOGO: NOS   
 AF6955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6955+STABILITY: SURFACE MOTION
 AF6955
 AF6955  HISTORY     - Date     Condition        Report By
 AF6955  HISTORY     - 1972     MONUMENTED       NOS
 AF6955  HISTORY     - 1980     GOOD             FLDNR
 AF6955  HISTORY     - 1986     GOOD             FLDNR
 AF6955  HISTORY     - 1989     GOOD             USPSQD
 AF6955  HISTORY     - 1990     GOOD             USPSQD
 AF6955  HISTORY     - 1991     GOOD             USPSQD
 AF6955  HISTORY     - 20040228 GOOD             USPSQD
 AF6955
 AF6955                          STATION DESCRIPTION
 AF6955
 AF6955'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6955'IN PORT SALERNO.
 AF6955'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6955'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6955'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6955'MARINA AND THE MARK.  THE MARK BEARS 54.9 FEET NORTHEAST OF THE
 AF6955'SOUTHWEST END OF THE SEAWALL AND 17 FEET EAST OF THE APPROXIMATE
 AF6955'CENTERLINE OF A DIRT ROAD.
 AF6955
 AF6955                          STATION RECOVERY (1986)
 AF6955
 AF6955'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6955'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6955'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6955'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6955'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6955'THE MARK.  THE MARK IS ALSO 77 FEET SOUTH OF BENCH MARK NO 4 1972.
 AF6955
 AF6955                          STATION RECOVERY (1989)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6955'RECOVERED IN GOOD CONDITION.
 AF6955
 AF6955                          STATION RECOVERY (1990)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6955'RECOVERED IN GOOD CONDITION.
 AF6955
 AF6955                          STATION RECOVERY (1991)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6955'RECOVERED IN GOOD CONDITION.
 AF6955
 AF6955                          STATION RECOVERY (2004)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJS)
 AF6955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6970 ***********************************************************************
 AF6970  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6970  DESIGNATION -  872 2404 F TIDAL
 AF6970  PID         -  AF6970
 AF6970  STATE/COUNTY-  FL/MARTIN
 AF6970  USGS QUAD   -  GOMEZ (1983)
 AF6970
 AF6970                         *CURRENT SURVEY CONTROL
 AF6970  ___________________________________________________________________
 AF6970* NAD 83(1986)-  27 05 51.     (N)    080 08 41.     (W)     SCALED    
 AF6970* NAVD 88     -         0.375  (meters)       1.23   (feet)  ADJUSTED  
 AF6970  ___________________________________________________________________
 AF6970  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6970  DYNAMIC HT  -           0.374 (meters)       1.23  (feet)  COMP
 AF6970  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 AF6970
 AF6970  VERT ORDER  -  SECOND    CLASS I
 AF6970
 AF6970.The horizontal coordinates were scaled from a topographic map and have
 AF6970.an estimated accuracy of +/- 6 seconds.
 AF6970
 AF6970.The orthometric height was determined by differential leveling
 AF6970.and adjusted by the National Geodetic Survey in June 1991..
 AF6970
 AF6970.This Tidal Bench Mark is designated as VM 5465
 AF6970.by the Center for Operational Oceanographic Products and Services.
 AF6970
 AF6970.The geoid height was determined by GEOID03.
 AF6970
 AF6970.The dynamic height is computed by dividing the NAVD 88
 AF6970.geopotential number by the normal gravity value computed on the
 AF6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6970.degrees latitude (g = 980.6199 gals.).
 AF6970
 AF6970.The modeled gravity was interpolated from observed gravity values.
 AF6970
 AF6970;                    North         East    Units  Estimated Accuracy
 AF6970;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF6970
 AF6970                          SUPERSEDED SURVEY CONTROL
 AF6970
 AF6970  NGVD 29 (09/01/92)    0.824  (m)            2.70   (f) ADJUSTED    2 1
 AF6970
 AF6970.Superseded values are not recommended for survey control.
 AF6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6970.See file dsdata.txt to determine how the superseded data were derived.
 AF6970
 AF6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF6970_MARKER: DB = BENCH MARK DISK
 AF6970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6970_SP_SET: CONCRETE POST
 AF6970_STAMPING: 2404 F 1981 BSM
 AF6970_MARK LOGO: FLDNR 
 AF6970_PROJECTION: FLUSH
 AF6970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6970+STABILITY: SURFACE MOTION
 AF6970
 AF6970  HISTORY     - Date     Condition        Report By
 AF6970  HISTORY     - 1981     MONUMENTED       FLDNR
 AF6970  HISTORY     - 1986     GOOD             FLDNR
 AF6970  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF6970
 AF6970                          STATION DESCRIPTION
 AF6970
 AF6970'DESCRIBED BY FL DEPT OF NAT RES 1981
 AF6970'4 MI NORTH FROM HOBE SOUND.
 AF6970'THE MARK MUST BE REACHED BY BOAT.  BEGIN AT THE ST. LUCIE INLET AND GO
 AF6970'ABOUT 1.5 MILES WEST TO THE INTRACOASTAL WATERWAY, GO SOUTH ALONG THE
 AF6970'INTRACOASTAL WATERWAY FOR ABOUT 3.5 MILES TO DAY BEACON NO. 20 AND THE
 AF6970'MARK ON THE WEST SHORELINE.  THE MARK BEARS NORTHWEST OF THE
 AF6970'APPROXIMATE MEAN HIGH WATER LINE, 29.2 FEET SOUTHEAST OF THE EAST EDGE
 AF6970'OF A STAGNANT POND, 51.8 FEET NORTHEAST OF BENCH MARK 2404 J 1981 BSM,
 AF6970'31.7 FEET SOUTHWEST OF BENCH MARK 2404 G 1981 BSM, AND 1.8 FEET
 AF6970'SOUTHEAST OF A WITNESS POST.
 AF6970
 AF6970                          STATION RECOVERY (1986)
 AF6970
 AF6970'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6970'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH IS
 AF6970'AS FOLLOWS.  BEGIN AT THE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE
 AF6970'SOUND, GO 3.1 MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY
 AF6970'STREET, GO 0.2 MILE EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE
 AF6970'NORTH ON GOMEZ ROAD TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO
 AF6970'LOBLOLLY BAY CLUB, GO 0.05 MILE EAST ON LITTLE HARBOR DRIVE S.E.,
 AF6970'THEN 0.4 MILE NORTH AND EAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION
 AF6970'OF DOCK STREET, GO 0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST
 AF6970'CORNER OF THE LOBLOLLY BAY CLUB PROPERTY AT THE WEST EDGE OF PECK
 AF6970'LAKE AND THE MARK.
 AF6970
 AF6970                          STATION RECOVERY (1990)
 AF6970
 AF6970'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7551 ***********************************************************************
 AF7551  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7551  DESIGNATION -  872 2404 G TIDAL
 AF7551  PID         -  AF7551
 AF7551  STATE/COUNTY-  FL/MARTIN
 AF7551  USGS QUAD   -  GOMEZ (1983)
 AF7551
 AF7551                         *CURRENT SURVEY CONTROL
 AF7551  ___________________________________________________________________
 AF7551* NAD 83(1986)-  27 05 51.     (N)    080 08 41.     (W)     SCALED    
 AF7551* NAVD 88     -         0.839  (meters)       2.75   (feet)  ADJUSTED  
 AF7551  ___________________________________________________________________
 AF7551  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF7551  DYNAMIC HT  -           0.838 (meters)       2.75  (feet)  COMP
 AF7551  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 AF7551
 AF7551  VERT ORDER  -  SECOND    CLASS I
 AF7551
 AF7551.The horizontal coordinates were scaled from a topographic map and have
 AF7551.an estimated accuracy of +/- 6 seconds.
 AF7551
 AF7551.The orthometric height was determined by differential leveling
 AF7551.and adjusted by the National Geodetic Survey in September 1996..
 AF7551
 AF7551.This Tidal Bench Mark is designated as VM 5466
 AF7551.by the Center for Operational Oceanographic Products and Services.
 AF7551
 AF7551.The geoid height was determined by GEOID03.
 AF7551
 AF7551.The dynamic height is computed by dividing the NAVD 88
 AF7551.geopotential number by the normal gravity value computed on the
 AF7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7551.degrees latitude (g = 980.6199 gals.).
 AF7551
 AF7551.The modeled gravity was interpolated from observed gravity values.
 AF7551
 AF7551;                    North         East    Units  Estimated Accuracy
 AF7551;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF7551
 AF7551                          SUPERSEDED SURVEY CONTROL
 AF7551
 AF7551  NGVD 29 (09/01/92)    1.288  (m)            4.23   (f) ADJUSTED    2 1
 AF7551
 AF7551.Superseded values are not recommended for survey control.
 AF7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7551.See file dsdata.txt to determine how the superseded data were derived.
 AF7551
 AF7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF7551_MARKER: DJ = TIDAL STATION DISK
 AF7551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7551_SP_SET: CONCRETE POST
 AF7551_STAMPING: 2404 G 1981 BSM
 AF7551_MARK LOGO: FLDNR 
 AF7551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7551+STABILITY: SURFACE MOTION
 AF7551
 AF7551  HISTORY     - Date     Condition        Report By
 AF7551  HISTORY     - 1981     MONUMENTED       FLDNR
 AF7551  HISTORY     - 1986     GOOD             FLDNR
 AF7551
 AF7551                          STATION DESCRIPTION
 AF7551
 AF7551'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7551'4 MI NORTH FROM HOBE SOUND.
 AF7551'BEGIN AT HE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO 3.1
 AF7551'MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2 MILE
 AF7551'EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ ROAD
 AF7551'TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO LOBLOLLY BAY COUNTRY
 AF7551'CLUB, GO 0.5 MILE EAST ON LITTLE HARBOR DRIVE S.E., GO 0.4 MILE
 AF7551'NORTHEAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION OF DOCK STREET, GO
 AF7551'0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST CORNER OF THE LOBLOLLY
 AF7551'BAY CLUB PROPERTY AT THE WEST EDGE OF PECK LAKE AND THE MARK.  THE
 AF7551'MARK BEARS 22 FEET NORTH-NORTHWEST OF THE APPROXIMATE MEAN HIGH WATER
 AF7551'LINE, 15 FEET SOUTHEAST OF THE EAST EDGE OF A STAGNANT POND, 31.7
 AF7551'FEET NORTHEAST OF BENCH MARK 2404 F, AND 2.3 FEET SOUTHEAST OF A
 AF7551'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7552 ***********************************************************************
 AF7552  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7552  DESIGNATION -  872 2404 H TIDAL
 AF7552  PID         -  AF7552
 AF7552  STATE/COUNTY-  FL/MARTIN
 AF7552  USGS QUAD   -  GOMEZ (1983)
 AF7552
 AF7552                         *CURRENT SURVEY CONTROL
 AF7552  ___________________________________________________________________
 AF7552* NAD 83(1986)-  27 05 51.     (N)    080 08 41.     (W)     SCALED    
 AF7552* NAVD 88     -         1.300  (meters)       4.27   (feet)  ADJUSTED  
 AF7552  ___________________________________________________________________
 AF7552  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF7552  DYNAMIC HT  -           1.298 (meters)       4.26  (feet)  COMP
 AF7552  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 AF7552
 AF7552  VERT ORDER  -  SECOND    CLASS I
 AF7552
 AF7552.The horizontal coordinates were scaled from a topographic map and have
 AF7552.an estimated accuracy of +/- 6 seconds.
 AF7552
 AF7552.The orthometric height was determined by differential leveling
 AF7552.and adjusted by the National Geodetic Survey in September 1996..
 AF7552
 AF7552.This Tidal Bench Mark is designated as VM 5467
 AF7552.by the Center for Operational Oceanographic Products and Services.
 AF7552
 AF7552.The geoid height was determined by GEOID03.
 AF7552
 AF7552.The dynamic height is computed by dividing the NAVD 88
 AF7552.geopotential number by the normal gravity value computed on the
 AF7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7552.degrees latitude (g = 980.6199 gals.).
 AF7552
 AF7552.The modeled gravity was interpolated from observed gravity values.
 AF7552
 AF7552;                    North         East    Units  Estimated Accuracy
 AF7552;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF7552
 AF7552                          SUPERSEDED SURVEY CONTROL
 AF7552
 AF7552  NGVD 29 (09/01/92)    1.750  (m)            5.74   (f) ADJUSTED    2 1
 AF7552
 AF7552.Superseded values are not recommended for survey control.
 AF7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7552.See file dsdata.txt to determine how the superseded data were derived.
 AF7552
 AF7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF7552_MARKER: DJ = TIDAL STATION DISK
 AF7552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7552_SP_SET: CONCRETE POST
 AF7552_STAMPING: 2404 H 1981 BSM
 AF7552_MARK LOGO: FLDNR 
 AF7552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7552+STABILITY: SURFACE MOTION
 AF7552
 AF7552  HISTORY     - Date     Condition        Report By
 AF7552  HISTORY     - 1981     MONUMENTED       FLDNR
 AF7552  HISTORY     - 1986     GOOD             FLDNR
 AF7552
 AF7552                          STATION DESCRIPTION
 AF7552
 AF7552'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7552'4 MI NORTH FROM HOBE SOUND.
 AF7552'BEGIN AT HE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO 3.1
 AF7552'MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2 MILE
 AF7552'EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ ROAD
 AF7552'TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO LOBLOLLY BAY COUNTRY
 AF7552'CLUB, GO 0.5 MILE EAST ON LITTLE HARBOR DRIVE S.E., GO 0.4 MILE
 AF7552'NORTHEAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION OF DOCK STREET, GO
 AF7552'0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST CORNER OF THE LOBLOLLY
 AF7552'BAY CLUB PROPERTY AT THE WEST EDGE OF PECK LAKE AND THE MARK.  THE
 AF7552'MARK BEARS 17 FEET WEST-SOUTHWEST OF THE APPROXIMATE MEAN HIGH WATER
 AF7552'LINE, 11.6 FEET EAST-NORTHEAST OF THE EAST EDGE OF A STAGNANT POND,
 AF7552'59 FEET SOUTH OF TIDAL BENCH MARK 2404 2A, AND 1.8 FEET NORTHEAST OF
 AF7552'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6969 ***********************************************************************
 AF6969  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6969  DESIGNATION -  872 2404 J TIDAL
 AF6969  PID         -  AF6969
 AF6969  STATE/COUNTY-  FL/MARTIN
 AF6969  USGS QUAD   -  GOMEZ (1983)
 AF6969
 AF6969                         *CURRENT SURVEY CONTROL
 AF6969  ___________________________________________________________________
 AF6969* NAD 83(1986)-  27 05 51.     (N)    080 08 41.     (W)     SCALED    
 AF6969* NAVD 88     -         0.439  (meters)       1.44   (feet)  ADJUSTED  
 AF6969  ___________________________________________________________________
 AF6969  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6969  DYNAMIC HT  -           0.438 (meters)       1.44  (feet)  COMP
 AF6969  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 AF6969
 AF6969  VERT ORDER  -  SECOND    CLASS I
 AF6969
 AF6969.The horizontal coordinates were scaled from a topographic map and have
 AF6969.an estimated accuracy of +/- 6 seconds.
 AF6969
 AF6969.The orthometric height was determined by differential leveling
 AF6969.and adjusted by the National Geodetic Survey in June 1991..
 AF6969
 AF6969.This Tidal Bench Mark is designated as VM 5468
 AF6969.by the Center for Operational Oceanographic Products and Services.
 AF6969
 AF6969.The geoid height was determined by GEOID03.
 AF6969
 AF6969.The dynamic height is computed by dividing the NAVD 88
 AF6969.geopotential number by the normal gravity value computed on the
 AF6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6969.degrees latitude (g = 980.6199 gals.).
 AF6969
 AF6969.The modeled gravity was interpolated from observed gravity values.
 AF6969
 AF6969;                    North         East    Units  Estimated Accuracy
 AF6969;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF6969
 AF6969                          SUPERSEDED SURVEY CONTROL
 AF6969
 AF6969  NGVD 29 (09/01/92)    0.888  (m)            2.91   (f) ADJUSTED    2 1
 AF6969
 AF6969.Superseded values are not recommended for survey control.
 AF6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6969.See file dsdata.txt to determine how the superseded data were derived.
 AF6969
 AF6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF6969_MARKER: DB = BENCH MARK DISK
 AF6969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6969_SP_SET: CONCRETE POST
 AF6969_STAMPING: 2404 J 1981 BSM
 AF6969_MARK LOGO: FLDNR 
 AF6969_PROJECTION: FLUSH
 AF6969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6969+STABILITY: SURFACE MOTION
 AF6969
 AF6969  HISTORY     - Date     Condition        Report By
 AF6969  HISTORY     - 1981     MONUMENTED       FLDNR
 AF6969  HISTORY     - 1986     GOOD             FLDNR
 AF6969  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF6969
 AF6969                          STATION DESCRIPTION
 AF6969
 AF6969'DESCRIBED BY FL DEPT OF NAT RES 1981
 AF6969'4 MI NORTH FROM HOBE SOUND.
 AF6969'THE MARK MUST BE REACHED BY BOAT.  BEGIN AT THE ST. LUCIE INLET AND GO
 AF6969'ABOUT 1.5 MILES WEST TO THE INTRACOASTAL WATERWAY, GO SOUTH ALONG THE
 AF6969'INTRACOASTAL WATERWAY FOR ABOUT 3.5 MILES TO DAY BEACON NO. 20 AND THE
 AF6969'MARK ON THE WEST SHORELINE.  THE MARK BEARS 34 FEET SOUTHWEST OF THE
 AF6969'APPROXIMATE MEAN HIGH WATER LINE, 13 FEET EAST OF THE EAST EDGE OF A
 AF6969'STAGNANT POND, 5.6 FEET SOUTHWEST OF A 10-INCH DIAMETER PINE TREE, 3.7
 AF6969'FEET NORTH-NORTHEAST OF A WITNESS POST, AND 51.8 FEET SOUTHWEST OF
 AF6969'BENCH MARK 2404 F 1981 BSM.
 AF6969
 AF6969                          STATION RECOVERY (1986)
 AF6969
 AF6969'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6969'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH IS
 AF6969'AS FOLLOWS.  BEGIN AT THE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE
 AF6969'SOUND, GO 3.1 MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY
 AF6969'STREET, GO 0.2 MILE EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE
 AF6969'NORTH ON GOMEZ ROAD TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO
 AF6969'LOBLOLLY BAY CLUB, GO 0.05 MILE EAST ON LITTLE HARBOR DRIVE S.E.,
 AF6969'THEN 0.4 MILE NORTH AND EAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION
 AF6969'OF DOCK STREET, GO 0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST
 AF6969'CORNER OF THE LOBLOLLY BAY CLUB PROPERTY AT THE WEST EDGE OF PECK
 AF6969'LAKE AND THE MARK.
 AF6969
 AF6969                          STATION RECOVERY (1990)
 AF6969
 AF6969'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7549 ***********************************************************************
 AF7549  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7549  DESIGNATION -  872 2404 K TIDAL
 AF7549  PID         -  AF7549
 AF7549  STATE/COUNTY-  FL/MARTIN
 AF7549  USGS QUAD   -  GOMEZ (1983)
 AF7549
 AF7549                         *CURRENT SURVEY CONTROL
 AF7549  ___________________________________________________________________
 AF7549* NAD 83(1986)-  27 06 22.     (N)    080 09 00.     (W)     SCALED    
 AF7549* NAVD 88     -         3.087  (meters)      10.13   (feet)  ADJUSTED  
 AF7549  ___________________________________________________________________
 AF7549  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF7549  DYNAMIC HT  -           3.082 (meters)      10.11  (feet)  COMP
 AF7549  MODELED GRAV-     979,102.1   (mgal)                       NAVD 88
 AF7549
 AF7549  VERT ORDER  -  SECOND    CLASS I
 AF7549
 AF7549.The horizontal coordinates were scaled from a topographic map and have
 AF7549.an estimated accuracy of +/- 6 seconds.
 AF7549
 AF7549.The orthometric height was determined by differential leveling
 AF7549.and adjusted by the National Geodetic Survey in September 1996..
 AF7549
 AF7549.This Tidal Bench Mark is designated as VM 5470
 AF7549.by the Center for Operational Oceanographic Products and Services.
 AF7549
 AF7549.The geoid height was determined by GEOID03.
 AF7549
 AF7549.The dynamic height is computed by dividing the NAVD 88
 AF7549.geopotential number by the normal gravity value computed on the
 AF7549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7549.degrees latitude (g = 980.6199 gals.).
 AF7549
 AF7549.The modeled gravity was interpolated from observed gravity values.
 AF7549
 AF7549;                    North         East    Units  Estimated Accuracy
 AF7549;SPC FL E     -   307,450.      284,280.      MT  (+/- 180 meters Scaled)
 AF7549
 AF7549                          SUPERSEDED SURVEY CONTROL
 AF7549
 AF7549  NGVD 29 (09/01/92)    3.538  (m)           11.61   (f) ADJUSTED    2 1
 AF7549
 AF7549.Superseded values are not recommended for survey control.
 AF7549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7549.See file dsdata.txt to determine how the superseded data were derived.
 AF7549
 AF7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK842984(NAD 83)
 AF7549_MARKER: DJ = TIDAL STATION DISK
 AF7549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7549_SP_SET: CONCRETE SERVICE BOX
 AF7549_STAMPING: 2404 K 1986
 AF7549_MARK LOGO: NOS   
 AF7549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7549
 AF7549  HISTORY     - Date     Condition        Report By
 AF7549  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7549
 AF7549                          STATION DESCRIPTION
 AF7549
 AF7549'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7549'3.9 MI NORTH FROM HOBE SOUND.
 AF7549'BEGIN AT THE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO
 AF7549'3.1 MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2
 AF7549'MILE EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ
 AF7549'ROAD TO LITTLE HARBOR DRIVE SE AND THE ENTRANCE TO LOBLOLLY BAY CLUB,
 AF7549'GO 0.1 MILE EAST ON LITTLE HARBOUR DRIVE SE TO THE MARK.  THE MARK IS
 AF7549'SET IN THE EAST CORNER OF AN 8.3 BY 7.2 FOOT CONCRETE PAD WITH TWO
 AF7549'ALUMINUM HATCHWAY DOORS (TOP OF A BELOW GROUND SERVICE BOX).  THE
 AF7549'MARK BEARS 7.8 FEET NORTH-NORTHWEST OF THE NORTH EDGE OF THE PAVEMENT
 AF7549'FOR LITTLE HARBOUR DRIVE SE, 133.0 FEET EAST-NORTHEAST OF THE
 AF7549'CENTERLINE OF LOBLOLLY BAY DRIVE, AND 156.0 FEET WEST-SOUTHWEST OF
 AF7549'THE CENTERLINE OF THE DRIVE FOR THE TENNIS AND SWIM CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7550 ***********************************************************************
 AF7550  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7550  DESIGNATION -  872 2404 TIDAL 2 A
 AF7550  PID         -  AF7550
 AF7550  STATE/COUNTY-  FL/MARTIN
 AF7550  USGS QUAD   -  GOMEZ (1983)
 AF7550
 AF7550                         *CURRENT SURVEY CONTROL
 AF7550  ___________________________________________________________________
 AF7550* NAD 83(1986)-  27 05 51.     (N)    080 08 41.     (W)     SCALED    
 AF7550* NAVD 88     -         0.283  (meters)       0.93   (feet)  ADJUSTED  
 AF7550  ___________________________________________________________________
 AF7550  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF7550  DYNAMIC HT  -           0.282 (meters)       0.93  (feet)  COMP
 AF7550  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 AF7550
 AF7550  VERT ORDER  -  SECOND    CLASS I
 AF7550
 AF7550.The horizontal coordinates were scaled from a topographic map and have
 AF7550.an estimated accuracy of +/- 6 seconds.
 AF7550
 AF7550.The orthometric height was determined by differential leveling
 AF7550.and adjusted by the National Geodetic Survey in September 1996..
 AF7550
 AF7550.This Tidal Bench Mark is designated as VM 5464
 AF7550.by the Center for Operational Oceanographic Products and Services.
 AF7550
 AF7550.The geoid height was determined by GEOID03.
 AF7550
 AF7550.The dynamic height is computed by dividing the NAVD 88
 AF7550.geopotential number by the normal gravity value computed on the
 AF7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7550.degrees latitude (g = 980.6199 gals.).
 AF7550
 AF7550.The modeled gravity was interpolated from observed gravity values.
 AF7550
 AF7550;                    North         East    Units  Estimated Accuracy
 AF7550;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF7550
 AF7550                          SUPERSEDED SURVEY CONTROL
 AF7550
 AF7550  NGVD 29 (09/01/92)    0.732  (m)            2.40   (f) ADJUSTED    2 1
 AF7550
 AF7550.Superseded values are not recommended for survey control.
 AF7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7550.See file dsdata.txt to determine how the superseded data were derived.
 AF7550
 AF7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF7550_MARKER: DB = BENCH MARK DISK
 AF7550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF7550_SP_SET: SHALLOW-SET PIPE
 AF7550_STAMPING: NO 2A 1973
 AF7550_MARK LOGO: NOS   
 AF7550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7550
 AF7550  HISTORY     - Date     Condition        Report By
 AF7550  HISTORY     - 1973     MONUMENTED       NOS
 AF7550  HISTORY     - 1986     GOOD             FLDNR
 AF7550
 AF7550                          STATION DESCRIPTION
 AF7550
 AF7550'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7550'4 MI NORTH FROM HOBE SOUND.
 AF7550'BEGIN AT HE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO 3.1
 AF7550'MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2 MILE
 AF7550'EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ ROAD
 AF7550'TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO LOBLOLLY BAY COUNTRY
 AF7550'CLUB, GO 0.5 MILE EAST ON LITTLE HARBOR DRIVE S.E., GO 0.4 MILE
 AF7550'NORTHEAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION OF DOCK STREET, GO
 AF7550'0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST CORNER OF THE LOBLOLLY
 AF7550'BAY CLUB PROPERTY AT THE WEST EDGE OF PECK LAKE AND THE MARK.  THE
 AF7550'MARK BEARS 16 FEET EAST OF THE CENTER OF THE BERM, WEST OF DAYBEACON
 AF7550'20, AND 5.2 FEET NORTHEAST OF A WITNESS POST.  ALSO THE MARK PROJECTS
 AF7550'1 FOOT AND IS IN THE WATER AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7553 ***********************************************************************
 AF7553  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7553  DESIGNATION -  872 2414 F TIDAL
 AF7553  PID         -  AF7553
 AF7553  STATE/COUNTY-  FL/MARTIN
 AF7553  USGS QUAD   -  GOMEZ (1983)
 AF7553
 AF7553                         *CURRENT SURVEY CONTROL
 AF7553  ___________________________________________________________________
 AF7553* NAD 83(1986)-  27 05 34.     (N)    080 08 33.     (W)     SCALED    
 AF7553* NAVD 88     -         1.495  (meters)       4.90   (feet)  ADJUSTED  
 AF7553  ___________________________________________________________________
 AF7553  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF7553  DYNAMIC HT  -           1.492 (meters)       4.89  (feet)  COMP
 AF7553  MODELED GRAV-     979,100.6   (mgal)                       NAVD 88
 AF7553
 AF7553  VERT ORDER  -  SECOND    CLASS I
 AF7553
 AF7553.The horizontal coordinates were scaled from a topographic map and have
 AF7553.an estimated accuracy of +/- 6 seconds.
 AF7553
 AF7553.The orthometric height was determined by differential leveling
 AF7553.and adjusted by the National Geodetic Survey in September 1996..
 AF7553
 AF7553.This Tidal Bench Mark is designated as VM 5476
 AF7553.by the Center for Operational Oceanographic Products and Services.
 AF7553
 AF7553.The geoid height was determined by GEOID03.
 AF7553
 AF7553.The dynamic height is computed by dividing the NAVD 88
 AF7553.geopotential number by the normal gravity value computed on the
 AF7553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7553.degrees latitude (g = 980.6199 gals.).
 AF7553
 AF7553.The modeled gravity was interpolated from observed gravity values.
 AF7553
 AF7553;                    North         East    Units  Estimated Accuracy
 AF7553;SPC FL E     -   305,970.      285,040.      MT  (+/- 180 meters Scaled)
 AF7553
 AF7553                          SUPERSEDED SURVEY CONTROL
 AF7553
 AF7553  NGVD 29 (09/01/92)    1.949  (m)            6.39   (f) ADJUSTED    2 1
 AF7553
 AF7553.Superseded values are not recommended for survey control.
 AF7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7553.See file dsdata.txt to determine how the superseded data were derived.
 AF7553
 AF7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK850970(NAD 83)
 AF7553_MARKER: DJ = TIDAL STATION DISK
 AF7553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7553_SP_SET: CONCRETE BOX DRAIN
 AF7553_STAMPING: 2414 F 1986
 AF7553_MARK LOGO: NOS   
 AF7553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7553
 AF7553  HISTORY     - Date     Condition        Report By
 AF7553  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7553
 AF7553                          STATION DESCRIPTION
 AF7553
 AF7553'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7553'2.3 MI NORTH FROM HOBE SOUND.
 AF7553'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF7553'HOBE SOUND, GO EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE JUNCTON
 AF7553'OF GOMEZ AVENUE, GO NORTHERLY 2.35 MILES ALONG GOMEZ AVENUE TO THE
 AF7553'MARK.  THE IS SET IN THE SOUTHWEST CORNER OF A CONCRETE BOX DRAIN AND
 AF7553'BEARS 28.4 FEET WEST OF THE CENTERLINE OF GOMEZ AVENUE, 26 FEET SOUTH
 AF7553'OF THE CENTERLINE OF COCONUT STREET, AND 3.7 FEET WEST OF THE WEST
 AF7553'EDGE OF THE SIDEWALK.  THE MARK IS 0.3 FOOT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7554 ***********************************************************************
 AF7554  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7554  DESIGNATION -  872 2414 G TIDAL
 AF7554  PID         -  AF7554
 AF7554  STATE/COUNTY-  FL/MARTIN
 AF7554  USGS QUAD   -  GOMEZ (1983)
 AF7554
 AF7554                         *CURRENT SURVEY CONTROL
 AF7554  ___________________________________________________________________
 AF7554* NAD 83(1986)-  27 05 36.     (N)    080 08 34.     (W)     SCALED    
 AF7554* NAVD 88     -         1.636  (meters)       5.37   (feet)  ADJUSTED  
 AF7554  ___________________________________________________________________
 AF7554  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF7554  DYNAMIC HT  -           1.633 (meters)       5.36  (feet)  COMP
 AF7554  MODELED GRAV-     979,100.6   (mgal)                       NAVD 88
 AF7554
 AF7554  VERT ORDER  -  SECOND    CLASS I
 AF7554
 AF7554.The horizontal coordinates were scaled from a topographic map and have
 AF7554.an estimated accuracy of +/- 6 seconds.
 AF7554
 AF7554.The orthometric height was determined by differential leveling
 AF7554.and adjusted by the National Geodetic Survey in September 1996..
 AF7554
 AF7554.This Tidal Bench Mark is designated as VM 5477
 AF7554.by the Center for Operational Oceanographic Products and Services.
 AF7554
 AF7554.The geoid height was determined by GEOID03.
 AF7554
 AF7554.The dynamic height is computed by dividing the NAVD 88
 AF7554.geopotential number by the normal gravity value computed on the
 AF7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7554.degrees latitude (g = 980.6199 gals.).
 AF7554
 AF7554.The modeled gravity was interpolated from observed gravity values.
 AF7554
 AF7554;                    North         East    Units  Estimated Accuracy
 AF7554;SPC FL E     -   306,040.      285,010.      MT  (+/- 180 meters Scaled)
 AF7554
 AF7554                          SUPERSEDED SURVEY CONTROL
 AF7554
 AF7554  NGVD 29 (09/01/92)    2.090  (m)            6.86   (f) ADJUSTED    2 1
 AF7554
 AF7554.Superseded values are not recommended for survey control.
 AF7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7554.See file dsdata.txt to determine how the superseded data were derived.
 AF7554
 AF7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK849970(NAD 83)
 AF7554_MARKER: DJ = TIDAL STATION DISK
 AF7554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7554_SP_SET: CONCRET BOX DRAIN
 AF7554_STAMPING: 2414 G 1986
 AF7554_MARK LOGO: FLDNR 
 AF7554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7554
 AF7554  HISTORY     - Date     Condition        Report By
 AF7554  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7554
 AF7554                          STATION DESCRIPTION
 AF7554
 AF7554'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7554'2.3 MI NORTH FROM HOBE SOUND.
 AF7554'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF7554'HOBE SOUND, GO EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE JUNCTON
 AF7554'OF GOMEZ AVENUE, GO NORTHERLY 2.35 MILES ALONG GOMEZ AVENUE TO THE
 AF7554'MARK.  THE MARK BEARS 17.4 FEET WEST OF THE CENTERLINE OF GOMEZ
 AF7554'AVENUE, 145 FEET NORTH OF THE CENTERLINE OF COCONUT STREET, 5.3 FEET
 AF7554'EAST OF THE EAST EDGE OF THE SIDEWALK, 1.5 FEET NORTH OF THE
 AF7554'SOUTHEAST CORNER OF THE DRAIN, AND 171 FEET NORTH OF 2414 F. THE
 AF7554'MARK IS 1 FOOT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7555 ***********************************************************************
 AF7555  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7555  DESIGNATION -  872 2414 H TIDAL
 AF7555  PID         -  AF7555
 AF7555  STATE/COUNTY-  FL/MARTIN
 AF7555  USGS QUAD   -  GOMEZ (1983)
 AF7555
 AF7555                         *CURRENT SURVEY CONTROL
 AF7555  ___________________________________________________________________
 AF7555* NAD 83(1986)-  27 05 38.     (N)    080 08 35.     (W)     SCALED    
 AF7555* NAVD 88     -         1.466  (meters)       4.81   (feet)  ADJUSTED  
 AF7555  ___________________________________________________________________
 AF7555  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF7555  DYNAMIC HT  -           1.464 (meters)       4.80  (feet)  COMP
 AF7555  MODELED GRAV-     979,100.7   (mgal)                       NAVD 88
 AF7555
 AF7555  VERT ORDER  -  SECOND    CLASS I
 AF7555
 AF7555.The horizontal coordinates were scaled from a topographic map and have
 AF7555.an estimated accuracy of +/- 6 seconds.
 AF7555
 AF7555.The orthometric height was determined by differential leveling
 AF7555.and adjusted by the National Geodetic Survey in September 1996..
 AF7555
 AF7555.This Tidal Bench Mark is designated as VM 5478
 AF7555.by the Center for Operational Oceanographic Products and Services.
 AF7555
 AF7555.The geoid height was determined by GEOID03.
 AF7555
 AF7555.The dynamic height is computed by dividing the NAVD 88
 AF7555.geopotential number by the normal gravity value computed on the
 AF7555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7555.degrees latitude (g = 980.6199 gals.).
 AF7555
 AF7555.The modeled gravity was interpolated from observed gravity values.
 AF7555
 AF7555;                    North         East    Units  Estimated Accuracy
 AF7555;SPC FL E     -   306,100.      284,980.      MT  (+/- 180 meters Scaled)
 AF7555
 AF7555                          SUPERSEDED SURVEY CONTROL
 AF7555
 AF7555  NGVD 29 (09/01/92)    1.921  (m)            6.30   (f) ADJUSTED    2 1
 AF7555
 AF7555.Superseded values are not recommended for survey control.
 AF7555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7555.See file dsdata.txt to determine how the superseded data were derived.
 AF7555
 AF7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK849971(NAD 83)
 AF7555_MARKER: DJ = TIDAL STATION DISK
 AF7555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7555_SP_SET: CONCRETE BOX DRAIN
 AF7555_STAMPING: 2414 H TIDAL
 AF7555_MARK LOGO: NOS   
 AF7555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7555
 AF7555  HISTORY     - Date     Condition        Report By
 AF7555  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7555
 AF7555                          STATION DESCRIPTION
 AF7555
 AF7555'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7555'2.4 MI NORTH FROM HOBE SOUND.
 AF7555'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF7555'HOBE SOUND, GO EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE JUNCTON
 AF7555'OF GOMEZ AVENUE, GO NORTHERLY 2.35 MILES ALONG GOMEZ AVENUE TO THE
 AF7555'MARK.  THE MARK IS SET IN THE NORTHWEST CORNER OF A CONCRETE BOX
 AF7555'DRAIN AND BEARS 28.0 FEET WEST OF THE CENTERLINE OF GOMEZ AVENUE,
 AF7555'28.0 FEET NORTH OF THE CENTER LINE OF PALM STREET, 5.2 FEET WEST OF
 AF7555'THE WEST EDGE OF A SIDEWALK, AND 211.5 FEET NORTH OF 2414 G 1986.
 AF7555'THE MARK IS 0.8 FOOT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6971 ***********************************************************************
 AF6971  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6971  DESIGNATION -  872 2414 TIDAL 1
 AF6971  PID         -  AF6971
 AF6971  STATE/COUNTY-  FL/MARTIN
 AF6971  USGS QUAD   -  GOMEZ (1983)
 AF6971
 AF6971                         *CURRENT SURVEY CONTROL
 AF6971  ___________________________________________________________________
 AF6971* NAD 83(1986)-  27 05 37.     (N)    080 08 11.     (W)     SCALED    
 AF6971* NAVD 88     -         0.632  (meters)       2.07   (feet)  ADJUSTED  
 AF6971  ___________________________________________________________________
 AF6971  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6971  DYNAMIC HT  -           0.631 (meters)       2.07  (feet)  COMP
 AF6971  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AF6971
 AF6971  VERT ORDER  -  SECOND    CLASS I
 AF6971
 AF6971.The horizontal coordinates were scaled from a topographic map and have
 AF6971.an estimated accuracy of +/- 6 seconds.
 AF6971
 AF6971.The orthometric height was determined by differential leveling
 AF6971.and adjusted by the National Geodetic Survey in September 1996..
 AF6971
 AF6971.This Tidal Bench Mark is designated as VM 5471
 AF6971.by the Center for Operational Oceanographic Products and Services.
 AF6971
 AF6971.The geoid height was determined by GEOID03.
 AF6971
 AF6971.The dynamic height is computed by dividing the NAVD 88
 AF6971.geopotential number by the normal gravity value computed on the
 AF6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6971.degrees latitude (g = 980.6199 gals.).
 AF6971
 AF6971.The modeled gravity was interpolated from observed gravity values.
 AF6971
 AF6971;                    North         East    Units  Estimated Accuracy
 AF6971;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6971
 AF6971                          SUPERSEDED SURVEY CONTROL
 AF6971
 AF6971  NAVD 88 (06/15/91)    0.639  (m)            2.10   (f) UNKNOWN     2 1
 AF6971  NGVD 29 (09/01/92)    1.090  (m)            3.58   (f) ADJUSTED    2 1
 AF6971
 AF6971.Superseded values are not recommended for survey control.
 AF6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6971.See file dsdata.txt to determine how the superseded data were derived.
 AF6971
 AF6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6971_MARKER: DJ = TIDAL STATION DISK
 AF6971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6971_SP_SET: CONCRETE SEAWALL
 AF6971_STAMPING: NO 1 1972
 AF6971_MARK LOGO: NOS   
 AF6971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6971+STABILITY: SURFACE MOTION
 AF6971
 AF6971  HISTORY     - Date     Condition        Report By
 AF6971  HISTORY     - 1972     MONUMENTED       NOS
 AF6971  HISTORY     - 1980     GOOD             FLDNR
 AF6971  HISTORY     - 1986     GOOD             FLDNR
 AF6971  HISTORY     - 1989     GOOD             USPSQD
 AF6971  HISTORY     - 1990     GOOD             USPSQD
 AF6971
 AF6971                          STATION DESCRIPTION
 AF6971
 AF6971'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6971'2.3 MI NORTH FROM HOBE SOUND.
 AF6971'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6971'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6971'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6971'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6971'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 65 FEET
 AF6971'NORTH OF THE NORTH TANGENT POINT OF THE SOUTHEAST CORNER OF THE
 AF6971'SEAWALL AT 8598 COCONUT STREET (MOORMAN RESIDENCE), 0.6 FOOT FROM THE
 AF6971'SEAWARD EDGE OF THE SEAWALL, AND 4 FEET SOUTH OF THE NORTHEAST
 AF6971'PROPERTY LINE OF THE MOORMAN RESIDENCE.
 AF6971
 AF6971                          STATION RECOVERY (1986)
 AF6971
 AF6971'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6971'RECOVERED IN GOOD CONDITION.
 AF6971
 AF6971                          STATION RECOVERY (1989)
 AF6971
 AF6971'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6971'RECOVERED IN GOOD CONDITION.
 AF6971
 AF6971                          STATION RECOVERY (1990)
 AF6971
 AF6971'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6972 ***********************************************************************
 AF6972  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6972  DESIGNATION -  872 2414 TIDAL 2
 AF6972  PID         -  AF6972
 AF6972  STATE/COUNTY-  FL/MARTIN
 AF6972  USGS QUAD   -  GOMEZ (1983)
 AF6972
 AF6972                         *CURRENT SURVEY CONTROL
 AF6972  ___________________________________________________________________
 AF6972* NAD 83(1986)-  27 05 37.     (N)    080 08 11.     (W)     SCALED    
 AF6972* NAVD 88     -         0.650  (meters)       2.13   (feet)  ADJUSTED  
 AF6972  ___________________________________________________________________
 AF6972  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6972  DYNAMIC HT  -           0.649 (meters)       2.13  (feet)  COMP
 AF6972  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AF6972
 AF6972  VERT ORDER  -  SECOND    CLASS I
 AF6972
 AF6972.The horizontal coordinates were scaled from a topographic map and have
 AF6972.an estimated accuracy of +/- 6 seconds.
 AF6972
 AF6972.The orthometric height was determined by differential leveling
 AF6972.and adjusted by the National Geodetic Survey in September 1996..
 AF6972
 AF6972.This Tidal Bench Mark is designated as VM 5472
 AF6972.by the Center for Operational Oceanographic Products and Services.
 AF6972
 AF6972.The geoid height was determined by GEOID03.
 AF6972
 AF6972.The dynamic height is computed by dividing the NAVD 88
 AF6972.geopotential number by the normal gravity value computed on the
 AF6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6972.degrees latitude (g = 980.6199 gals.).
 AF6972
 AF6972.The modeled gravity was interpolated from observed gravity values.
 AF6972
 AF6972;                    North         East    Units  Estimated Accuracy
 AF6972;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6972
 AF6972                          SUPERSEDED SURVEY CONTROL
 AF6972
 AF6972  NAVD 88 (06/15/91)    0.652  (m)            2.14   (f) UNKNOWN     2 1
 AF6972  NGVD 29 (09/01/92)    1.106  (m)            3.63   (f) ADJUSTED    2 1
 AF6972
 AF6972.Superseded values are not recommended for survey control.
 AF6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6972.See file dsdata.txt to determine how the superseded data were derived.
 AF6972
 AF6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6972_MARKER: DJ = TIDAL STATION DISK
 AF6972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6972_SP_SET: CONCRETE SEAWALL
 AF6972_STAMPING: NO 2 1972
 AF6972_MARK LOGO: NOS   
 AF6972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6972+STABILITY: SURFACE MOTION
 AF6972
 AF6972  HISTORY     - Date     Condition        Report By
 AF6972  HISTORY     - 1972     MONUMENTED       NOS
 AF6972  HISTORY     - 1980     GOOD             FLDNR
 AF6972  HISTORY     - 1986     GOOD             FLDNR
 AF6972  HISTORY     - 1989     GOOD             USPSQD
 AF6972  HISTORY     - 1990     GOOD             USPSQD
 AF6972
 AF6972                          STATION DESCRIPTION
 AF6972
 AF6972'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6972'2.3 MI NORTH FROM HOBE SOUND.
 AF6972'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6972'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6972'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6972'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6972'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 88 FEET
 AF6972'SOUTH OF THE SOUTHWEST CORNER OF THE MOORMAN HOUSE (8598 COCONUT
 AF6972'STREET), 56.3 FEET WEST OF THE WEST TANGENT POINT OF THE SOUTHEAST
 AF6972'CORNER OF THE SEAWALL, AND 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE
 AF6972'SEAWALL.
 AF6972
 AF6972                          STATION RECOVERY (1986)
 AF6972
 AF6972'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6972'RECOVERED IN GOOD CONDITION.
 AF6972
 AF6972                          STATION RECOVERY (1989)
 AF6972
 AF6972'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6972'RECOVERED IN GOOD CONDITION.
 AF6972
 AF6972                          STATION RECOVERY (1990)
 AF6972
 AF6972'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6973 ***********************************************************************
 AF6973  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6973  DESIGNATION -  872 2414 TIDAL 3
 AF6973  PID         -  AF6973
 AF6973  STATE/COUNTY-  FL/MARTIN
 AF6973  USGS QUAD   -  GOMEZ (1983)
 AF6973
 AF6973                         *CURRENT SURVEY CONTROL
 AF6973  ___________________________________________________________________
 AF6973* NAD 83(1986)-  27 05 37.     (N)    080 08 11.     (W)     SCALED    
 AF6973* NAVD 88     -         0.665  (meters)       2.18   (feet)  ADJUSTED  
 AF6973  ___________________________________________________________________
 AF6973  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6973  DYNAMIC HT  -           0.664 (meters)       2.18  (feet)  COMP
 AF6973  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AF6973
 AF6973  VERT ORDER  -  SECOND    CLASS I
 AF6973
 AF6973.The horizontal coordinates were scaled from a topographic map and have
 AF6973.an estimated accuracy of +/- 6 seconds.
 AF6973
 AF6973.The orthometric height was determined by differential leveling
 AF6973.and adjusted by the National Geodetic Survey in June 1991..
 AF6973
 AF6973.This Tidal Bench Mark is designated as VM 5473
 AF6973.by the Center for Operational Oceanographic Products and Services.
 AF6973
 AF6973.The geoid height was determined by GEOID03.
 AF6973
 AF6973.The dynamic height is computed by dividing the NAVD 88
 AF6973.geopotential number by the normal gravity value computed on the
 AF6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6973.degrees latitude (g = 980.6199 gals.).
 AF6973
 AF6973.The modeled gravity was interpolated from observed gravity values.
 AF6973
 AF6973;                    North         East    Units  Estimated Accuracy
 AF6973;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6973
 AF6973                          SUPERSEDED SURVEY CONTROL
 AF6973
 AF6973  NGVD 29 (09/01/92)    1.120  (m)            3.67   (f) ADJUSTED    2 1
 AF6973
 AF6973.Superseded values are not recommended for survey control.
 AF6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6973.See file dsdata.txt to determine how the superseded data were derived.
 AF6973
 AF6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6973_MARKER: DJ = TIDAL STATION DISK
 AF6973_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6973_SP_SET: CONCRETE SEAWALL
 AF6973_STAMPING: NO 3 1972
 AF6973_MARK LOGO: NOS   
 AF6973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6973+STABILITY: SURFACE MOTION
 AF6973
 AF6973  HISTORY     - Date     Condition        Report By
 AF6973  HISTORY     - 1972     MONUMENTED       NOS
 AF6973  HISTORY     - 1980     GOOD             FLDNR
 AF6973  HISTORY     - 1986     GOOD             FLDNR
 AF6973  HISTORY     - 1989     GOOD             USPSQD
 AF6973  HISTORY     - 1990     POOR             USPSQD
 AF6973
 AF6973                          STATION DESCRIPTION
 AF6973
 AF6973'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6973'2.3 MI NORTH FROM HOBE SOUND.
 AF6973'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6973'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6973'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6973'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6973'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK IS JUST WEST
 AF6973'OF THE SOUTHWEST PROPERTY CORNER AT 8598 COCONUT STREET (MOORMAN
 AF6973'RESIDENCE), 40 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AF6973'SCREENED-IN PORCH AND POOL AT THE GOULD RESIDENCE, AND 137.3 FEET WEST
 AF6973'OF THE WEST TANGENT POINT OF THE SOUTHEAST CORNER OF THE SEAWALL.
 AF6973
 AF6973                          STATION RECOVERY (1986)
 AF6973
 AF6973'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6973'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE FLDNR RECOVERY
 AF6973'DESCRIPTION OF 1980.  EXCEPT THE GOULD RESIDENCE IS NOW THE GREENE
 AF6973'HOME AT HOUSE NO 8578.
 AF6973
 AF6973                          STATION RECOVERY (1989)
 AF6973
 AF6973'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6973'RECOVERED IN GOOD CONDITION.
 AF6973
 AF6973                          STATION RECOVERY (1990)
 AF6973
 AF6973'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6973'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6974 ***********************************************************************
 AF6974  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6974  DESIGNATION -  872 2414 TIDAL 4
 AF6974  PID         -  AF6974
 AF6974  STATE/COUNTY-  FL/MARTIN
 AF6974  USGS QUAD   -  GOMEZ (1983)
 AF6974
 AF6974                         *CURRENT SURVEY CONTROL
 AF6974  ___________________________________________________________________
 AF6974* NAD 83(1986)-  27 05 37.     (N)    080 08 11.     (W)     SCALED    
 AF6974* NAVD 88     -         0.682  (meters)       2.24   (feet)  ADJUSTED  
 AF6974  ___________________________________________________________________
 AF6974  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6974  DYNAMIC HT  -           0.681 (meters)       2.23  (feet)  COMP
 AF6974  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AF6974
 AF6974  VERT ORDER  -  SECOND    CLASS I
 AF6974
 AF6974.The horizontal coordinates were scaled from a topographic map and have
 AF6974.an estimated accuracy of +/- 6 seconds.
 AF6974
 AF6974.The orthometric height was determined by differential leveling
 AF6974.and adjusted by the National Geodetic Survey in June 1991..
 AF6974
 AF6974.This Tidal Bench Mark is designated as VM 5474
 AF6974.by the Center for Operational Oceanographic Products and Services.
 AF6974
 AF6974.The geoid height was determined by GEOID03.
 AF6974
 AF6974.The dynamic height is computed by dividing the NAVD 88
 AF6974.geopotential number by the normal gravity value computed on the
 AF6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6974.degrees latitude (g = 980.6199 gals.).
 AF6974
 AF6974.The modeled gravity was interpolated from observed gravity values.
 AF6974
 AF6974;                    North         East    Units  Estimated Accuracy
 AF6974;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6974
 AF6974                          SUPERSEDED SURVEY CONTROL
 AF6974
 AF6974  NGVD 29 (09/01/92)    1.136  (m)            3.73   (f) ADJUSTED    2 1
 AF6974
 AF6974.Superseded values are not recommended for survey control.
 AF6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6974.See file dsdata.txt to determine how the superseded data were derived.
 AF6974
 AF6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6974_MARKER: DJ = TIDAL STATION DISK
 AF6974_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6974_SP_SET: CONCRETE SEAWALL
 AF6974_STAMPING: NO 4 1972
 AF6974_MARK LOGO: NOS   
 AF6974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6974+STABILITY: SURFACE MOTION
 AF6974
 AF6974  HISTORY     - Date     Condition        Report By
 AF6974  HISTORY     - 1972     MONUMENTED       NOS
 AF6974  HISTORY     - 1980     GOOD             FLDNR
 AF6974  HISTORY     - 1986     GOOD             FLDNR
 AF6974  HISTORY     - 1989     GOOD             USPSQD
 AF6974  HISTORY     - 1990     GOOD             USPSQD
 AF6974
 AF6974                          STATION DESCRIPTION
 AF6974
 AF6974'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6974'2.3 MI NORTH FROM HOBE SOUND.
 AF6974'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6974'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6974'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6974'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6974'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 72 FEET
 AF6974'NORTHEAST OF THE NORTHEAST CORNER OF THE MOORMAN RESIDENCE (8598
 AF6974'COCONUT STREET), 56.7 FEET NORTH OF BENCH MARK NO 1 1972, AND IS ON
 AF6974'THE PROERTY OF R.W. HARDY.
 AF6974
 AF6974                          STATION RECOVERY (1986)
 AF6974
 AF6974'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6974'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE R. W. HARDY
 AF6974'HOUSE IS NO 8597.
 AF6974
 AF6974                          STATION RECOVERY (1989)
 AF6974
 AF6974'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6974'RECOVERED IN GOOD CONDITION.
 AF6974
 AF6974                          STATION RECOVERY (1990)
 AF6974
 AF6974'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6975 ***********************************************************************
 AF6975  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6975  DESIGNATION -  872 2414 TIDAL 5
 AF6975  PID         -  AF6975
 AF6975  STATE/COUNTY-  FL/MARTIN
 AF6975  USGS QUAD   -  GOMEZ (1983)
 AF6975
 AF6975                         *CURRENT SURVEY CONTROL
 AF6975  ___________________________________________________________________
 AF6975* NAD 83(1986)-  27 05 37.     (N)    080 08 11.     (W)     SCALED    
 AF6975* NAVD 88     -         0.681  (meters)       2.23   (feet)  ADJUSTED  
 AF6975  ___________________________________________________________________
 AF6975  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6975  DYNAMIC HT  -           0.680 (meters)       2.23  (feet)  COMP
 AF6975  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AF6975
 AF6975  VERT ORDER  -  SECOND    CLASS I
 AF6975
 AF6975.The horizontal coordinates were scaled from a topographic map and have
 AF6975.an estimated accuracy of +/- 6 seconds.
 AF6975
 AF6975.The orthometric height was determined by differential leveling
 AF6975.and adjusted by the National Geodetic Survey in June 1991..
 AF6975
 AF6975.This Tidal Bench Mark is designated as VM 5475
 AF6975.by the Center for Operational Oceanographic Products and Services.
 AF6975
 AF6975.The geoid height was determined by GEOID03.
 AF6975
 AF6975.The dynamic height is computed by dividing the NAVD 88
 AF6975.geopotential number by the normal gravity value computed on the
 AF6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6975.degrees latitude (g = 980.6199 gals.).
 AF6975
 AF6975.The modeled gravity was interpolated from observed gravity values.
 AF6975
 AF6975;                    North         East    Units  Estimated Accuracy
 AF6975;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6975
 AF6975                          SUPERSEDED SURVEY CONTROL
 AF6975
 AF6975  NGVD 29 (09/01/92)    1.137  (m)            3.73   (f) ADJUSTED    2 1
 AF6975
 AF6975.Superseded values are not recommended for survey control.
 AF6975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6975.See file dsdata.txt to determine how the superseded data were derived.
 AF6975
 AF6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6975_MARKER: DJ = TIDAL STATION DISK
 AF6975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6975_SP_SET: CONCRETE SEAWALL
 AF6975_STAMPING: NO 5 1972
 AF6975_MARK LOGO: NOS   
 AF6975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6975+STABILITY: SURFACE MOTION
 AF6975
 AF6975  HISTORY     - Date     Condition        Report By
 AF6975  HISTORY     - 1972     MONUMENTED       NOS
 AF6975  HISTORY     - 1980     GOOD             FLDNR
 AF6975  HISTORY     - 1986     GOOD             FLDNR
 AF6975  HISTORY     - 1989     GOOD             USPSQD
 AF6975  HISTORY     - 1990     GOOD             USPSQD
 AF6975
 AF6975                          STATION DESCRIPTION
 AF6975
 AF6975'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6975'2.3 MI NORTH FROM HOBE SOUND.
 AF6975'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6975'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6975'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6975'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6975'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 78 FEET
 AF6975'SOUTH OF THE NORTH TANGENT POINT OF THE NORTHEAST CORNER OF THE
 AF6975'SEAWALL BEHIND THE HOME OF R.W. HARDY, AND 49.8 FEET EAST OF THE
 AF6975'SOUTHEAST CORNER OF THE HARDY HOUSE.
 AF6975
 AF6975                          STATION RECOVERY (1986)
 AF6975
 AF6975'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6975'RECOVERED IN GOOD CONDITION.
 AF6975
 AF6975                          STATION RECOVERY (1989)
 AF6975
 AF6975'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6975'RECOVERED IN GOOD CONDITION.
 AF6975
 AF6975                          STATION RECOVERY (1990)
 AF6975
 AF6975'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6979 ***********************************************************************
 AF6979  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6979  DESIGNATION -  872 2429 A TIDAL
 AF6979  PID         -  AF6979
 AF6979  STATE/COUNTY-  FL/MARTIN
 AF6979  USGS QUAD   -  HOBE SOUND (1983)
 AF6979
 AF6979                         *CURRENT SURVEY CONTROL
 AF6979  ___________________________________________________________________
 AF6979* NAD 83(1986)-  27 03 54.     (N)    080 07 06.     (W)     SCALED    
 AF6979* NAVD 88     -         1.107  (meters)       3.63   (feet)  ADJUSTED  
 AF6979  ___________________________________________________________________
 AF6979  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6979  DYNAMIC HT  -           1.105 (meters)       3.63  (feet)  COMP
 AF6979  MODELED GRAV-     979,097.6   (mgal)                       NAVD 88
 AF6979
 AF6979  VERT ORDER  -  SECOND    CLASS I
 AF6979
 AF6979.The horizontal coordinates were scaled from a topographic map and have
 AF6979.an estimated accuracy of +/- 6 seconds.
 AF6979
 AF6979.The orthometric height was determined by differential leveling
 AF6979.and adjusted by the National Geodetic Survey in June 1991..
 AF6979
 AF6979.This Tidal Bench Mark is designated as VM 5481
 AF6979.by the Center for Operational Oceanographic Products and Services.
 AF6979
 AF6979.The geoid height was determined by GEOID03.
 AF6979
 AF6979.The dynamic height is computed by dividing the NAVD 88
 AF6979.geopotential number by the normal gravity value computed on the
 AF6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6979.degrees latitude (g = 980.6199 gals.).
 AF6979
 AF6979.The modeled gravity was interpolated from observed gravity values.
 AF6979
 AF6979;                    North         East    Units  Estimated Accuracy
 AF6979;SPC FL E     -   302,910.      287,460.      MT  (+/- 180 meters Scaled)
 AF6979
 AF6979                          SUPERSEDED SURVEY CONTROL
 AF6979
 AF6979  NGVD 29 (09/01/92)    1.558  (m)            5.11   (f) ADJUSTED    2 1
 AF6979
 AF6979.Superseded values are not recommended for survey control.
 AF6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6979.See file dsdata.txt to determine how the superseded data were derived.
 AF6979
 AF6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK874939(NAD 83)
 AF6979_MARKER: DJ = TIDAL STATION DISK
 AF6979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6979_SP_SET: CONCRETE POST
 AF6979_STAMPING: 2429 A 1980 BSM
 AF6979_MARK LOGO: FLDNR 
 AF6979_PROJECTION: FLUSH
 AF6979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6979+STABILITY: SURFACE MOTION
 AF6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6979+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AF6979
 AF6979  HISTORY     - Date     Condition        Report By
 AF6979  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6979  HISTORY     - 1986     GOOD             FLDNR
 AF6979  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6979  HISTORY     - 1991     GOOD             USPSQD
 AF6979  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6979  HISTORY     - 20031109 GOOD             USPSQD
 AF6979
 AF6979                          STATION DESCRIPTION
 AF6979
 AF6979'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6979'1.2 MI ENE FROM HOBE SOUND.
 AF6979'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6979'HOBE SOUND, PROCEED EAST 1.2 MILES ALONG STATE ROAD 707 TO THE MARK.
 AF6979'THE MARK BEARS 24.4 FEET NORTH-NORTHWEST OF STATE ROAD 707 CENTERLINE,
 AF6979'4.7 FEET NORTH-NORTHWEST OF A DRAWBRIDGE AHEAD SIGN, 7.7 FEET
 AF6979'SOUTH-SOUTHEAST OF THE EDGE OF A BIKE PATH, 29.1 FEET WEST-SOUTHWEST
 AF6979'OF A FICUS TREE, 26.0 FEET EAST-NORTHEAST OF ANOTHER FICUS TREE, AND
 AF6979'2.8 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 AF6979
 AF6979                          STATION RECOVERY (1986)
 AF6979
 AF6979'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6979'RECOVERED IN GOOD CONDITION.
 AF6979
 AF6979                          STATION RECOVERY (1989)
 AF6979
 AF6979'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6979'MARK NOT FOUND.
 AF6979
 AF6979                          STATION RECOVERY (1991)
 AF6979
 AF6979'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6979'RECOVERED IN GOOD CONDITION.
 AF6979
 AF6979                          STATION RECOVERY (2003)
 AF6979
 AF6979'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6979'NOT RECOVERED
 AF6979' 
 AF6979'THERE APPEARS TO BE A NEW CONCRETE SLAB WHERE THE MONUMENT WAS LOCATED
 AF6979' 
 AF6979
 AF6979                          STATION RECOVERY (2003)
 AF6979
 AF6979'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6979'MARK IS 52.5 FEET WEST OF DRAWBRIDGE SIGN.
 AF6979' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6980 ***********************************************************************
 AF6980  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6980  DESIGNATION -  872 2429 B TIDAL
 AF6980  PID         -  AF6980
 AF6980  STATE/COUNTY-  FL/MARTIN
 AF6980  USGS QUAD   -  HOBE SOUND (1983)
 AF6980
 AF6980                         *CURRENT SURVEY CONTROL
 AF6980  ___________________________________________________________________
 AF6980* NAD 83(1986)-  27 03 55.     (N)    080 07 00.     (W)     SCALED    
 AF6980* NAVD 88     -         1.239  (meters)       4.07   (feet)  ADJUSTED  
 AF6980  ___________________________________________________________________
 AF6980  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6980  DYNAMIC HT  -           1.237 (meters)       4.06  (feet)  COMP
 AF6980  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 AF6980
 AF6980  VERT ORDER  -  SECOND    CLASS I
 AF6980
 AF6980.The horizontal coordinates were scaled from a topographic map and have
 AF6980.an estimated accuracy of +/- 6 seconds.
 AF6980
 AF6980.The orthometric height was determined by differential leveling
 AF6980.and adjusted by the National Geodetic Survey in September 1996..
 AF6980
 AF6980.This Tidal Bench Mark is designated as VM 5482
 AF6980.by the Center for Operational Oceanographic Products and Services.
 AF6980
 AF6980.The geoid height was determined by GEOID03.
 AF6980
 AF6980.The dynamic height is computed by dividing the NAVD 88
 AF6980.geopotential number by the normal gravity value computed on the
 AF6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6980.degrees latitude (g = 980.6199 gals.).
 AF6980
 AF6980.The modeled gravity was interpolated from observed gravity values.
 AF6980
 AF6980;                    North         East    Units  Estimated Accuracy
 AF6980;SPC FL E     -   302,940.      287,620.      MT  (+/- 180 meters Scaled)
 AF6980
 AF6980                          SUPERSEDED SURVEY CONTROL
 AF6980
 AF6980  NAVD 88 (06/15/91)    1.242  (m)            4.07   (f) UNKNOWN     2 1
 AF6980  NGVD 29 (09/01/92)    1.690  (m)            5.54   (f) ADJUSTED    2 1
 AF6980
 AF6980.Superseded values are not recommended for survey control.
 AF6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6980.See file dsdata.txt to determine how the superseded data were derived.
 AF6980
 AF6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK875939(NAD 83)
 AF6980_MARKER: DB = BENCH MARK DISK
 AF6980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6980_SP_SET: CONCRETE POST
 AF6980_STAMPING: 2429 B 1980 BSM
 AF6980_MARK LOGO: FLDNR 
 AF6980_PROJECTION: FLUSH
 AF6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6980+STABILITY: SURFACE MOTION
 AF6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6980+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AF6980
 AF6980  HISTORY     - Date     Condition        Report By
 AF6980  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6980  HISTORY     - 1986     GOOD             FLDNR
 AF6980  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6980  HISTORY     - 1991     GOOD             USPSQD
 AF6980  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6980  HISTORY     - 20031109 GOOD             USPSQD
 AF6980
 AF6980                          STATION DESCRIPTION
 AF6980
 AF6980'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6980'1.3 MI ENE FROM HOBE SOUND.
 AF6980'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6980'HOBE SOUND, PROCEED EAST 1.3 MILES ALONG STATE ROAD 707 TO THE MARK.
 AF6980'THE MARK BEARS 19.3 FEET SOUTH-SOUTHEAST OF STATE ROAD 707 CENTERLINE,
 AF6980'29.0 FEET WEST-SOUTHWEST OF A FICUS TREE, 25.5 FEET EAST-NORTHEAST OF
 AF6980'ANOTHER FICUS TREE, AND 1.4 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AF6980
 AF6980                          STATION RECOVERY (1986)
 AF6980
 AF6980'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6980'RECOVERED IN GOOD CONDITION.
 AF6980
 AF6980                          STATION RECOVERY (1989)
 AF6980
 AF6980'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6980'MARK NOT FOUND.
 AF6980
 AF6980                          STATION RECOVERY (1991)
 AF6980
 AF6980'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6980'RECOVERED IN GOOD CONDITION.
 AF6980
 AF6980                          STATION RECOVERY (2003)
 AF6980
 AF6980'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6980'NOT RECOVERED
 AF6980' 
 AF6980' 
 AF6980
 AF6980                          STATION RECOVERY (2003)
 AF6980
 AF6980'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6981 ***********************************************************************
 AF6981  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6981  DESIGNATION -  872 2429 C TIDAL
 AF6981  PID         -  AF6981
 AF6981  STATE/COUNTY-  FL/MARTIN
 AF6981  USGS QUAD   -  HOBE SOUND (1983)
 AF6981
 AF6981                         *CURRENT SURVEY CONTROL
 AF6981  ___________________________________________________________________
 AF6981* NAD 83(1986)-  27 04 01.     (N)    080 06 56.     (W)     SCALED    
 AF6981* NAVD 88     -         2.051  (meters)       6.73   (feet)  ADJUSTED  
 AF6981  ___________________________________________________________________
 AF6981  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AF6981  DYNAMIC HT  -           2.048 (meters)       6.72  (feet)  COMP
 AF6981  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 AF6981
 AF6981  VERT ORDER  -  SECOND    CLASS I
 AF6981
 AF6981.The horizontal coordinates were scaled from a topographic map and have
 AF6981.an estimated accuracy of +/- 6 seconds.
 AF6981
 AF6981.The orthometric height was determined by differential leveling
 AF6981.and adjusted by the National Geodetic Survey in June 1991..
 AF6981
 AF6981.This Tidal Bench Mark is designated as VM 5483
 AF6981.by the Center for Operational Oceanographic Products and Services.
 AF6981
 AF6981.The geoid height was determined by GEOID03.
 AF6981
 AF6981.The dynamic height is computed by dividing the NAVD 88
 AF6981.geopotential number by the normal gravity value computed on the
 AF6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6981.degrees latitude (g = 980.6199 gals.).
 AF6981
 AF6981.The modeled gravity was interpolated from observed gravity values.
 AF6981
 AF6981;                    North         East    Units  Estimated Accuracy
 AF6981;SPC FL E     -   303,130.      287,730.      MT  (+/- 180 meters Scaled)
 AF6981
 AF6981                          SUPERSEDED SURVEY CONTROL
 AF6981
 AF6981  NGVD 29 (09/01/92)    2.502  (m)            8.21   (f) ADJUSTED    2 1
 AF6981
 AF6981.Superseded values are not recommended for survey control.
 AF6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6981.See file dsdata.txt to determine how the superseded data were derived.
 AF6981
 AF6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK877941(NAD 83)
 AF6981_MARKER: DB = BENCH MARK DISK
 AF6981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6981_SP_SET: CONCRETE POST
 AF6981_STAMPING: 2429 C 1980 BSM
 AF6981_MARK LOGO: FLDNR 
 AF6981_PROJECTION: FLUSH
 AF6981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6981+STABILITY: SURFACE MOTION
 AF6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6981+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AF6981
 AF6981  HISTORY     - Date     Condition        Report By
 AF6981  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6981  HISTORY     - 1986     GOOD             FLDNR
 AF6981  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6981  HISTORY     - 1991     GOOD             USPSQD
 AF6981  HISTORY     - 20030924 GOOD             FLDT
 AF6981  HISTORY     - 20031109 GOOD             USPSQD
 AF6981
 AF6981                          STATION DESCRIPTION
 AF6981
 AF6981'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6981'1.4 MI ENE FROM HOBE SOUND.
 AF6981'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6981'HOBE SOUND, PROCEED EAST 1.4 MILES ALONG STATE ROAD 707 TO THE MARK.
 AF6981'THE MARK BEARS 22.4 FEET NORTH-NORTHWEST OF STATE ROAD 707 CENTERLINE,
 AF6981'3.5 FEET NORTH-NORTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED,
 AF6981'47.5 FEET NORTH-NORTHEAST OF THE JUNCTION OF GOMEZ ROAD WITH STATE
 AF6981'ROAD 707, AND 7.3 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A BIKE
 AF6981'PATH.
 AF6981
 AF6981                          STATION RECOVERY (1986)
 AF6981
 AF6981'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6981'RECOVERED IN GOOD CONDITION.
 AF6981
 AF6981                          STATION RECOVERY (1989)
 AF6981
 AF6981'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6981'MARK NOT FOUND.
 AF6981
 AF6981                          STATION RECOVERY (1991)
 AF6981
 AF6981'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6981'RECOVERED IN GOOD CONDITION.
 AF6981
 AF6981                          STATION RECOVERY (2003)
 AF6981
 AF6981'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6981'RECOVERD AS DESCRIBED AND IN GOOD CONDITION
 AF6981
 AF6981                          STATION RECOVERY (2003)
 AF6981
 AF6981'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6983 ***********************************************************************
 AF6983  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6983  DESIGNATION -  872 2429 D TIDAL
 AF6983  PID         -  AF6983
 AF6983  STATE/COUNTY-  FL/MARTIN
 AF6983  USGS QUAD   -  HOBE SOUND (1983)
 AF6983
 AF6983                         *CURRENT SURVEY CONTROL
 AF6983  ___________________________________________________________________
 AF6983* NAD 83(1986)-  27 03 58.     (N)    080 06 54.     (W)     SCALED    
 AF6983* NAVD 88     -         4.259  (meters)      13.97   (feet)  ADJUSTED  
 AF6983  ___________________________________________________________________
 AF6983  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AF6983  DYNAMIC HT  -           4.253 (meters)      13.95  (feet)  COMP
 AF6983  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 AF6983
 AF6983  VERT ORDER  -  SECOND    CLASS I
 AF6983
 AF6983.The horizontal coordinates were scaled from a topographic map and have
 AF6983.an estimated accuracy of +/- 6 seconds.
 AF6983
 AF6983.The orthometric height was determined by differential leveling
 AF6983.and adjusted by the National Geodetic Survey in September 1996..
 AF6983
 AF6983.This Tidal Bench Mark is designated as VM 5484
 AF6983.by the Center for Operational Oceanographic Products and Services.
 AF6983
 AF6983.The geoid height was determined by GEOID03.
 AF6983
 AF6983.The dynamic height is computed by dividing the NAVD 88
 AF6983.geopotential number by the normal gravity value computed on the
 AF6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6983.degrees latitude (g = 980.6199 gals.).
 AF6983
 AF6983.The modeled gravity was interpolated from observed gravity values.
 AF6983
 AF6983;                    North         East    Units  Estimated Accuracy
 AF6983;SPC FL E     -   303,040.      287,790.      MT  (+/- 180 meters Scaled)
 AF6983
 AF6983                          SUPERSEDED SURVEY CONTROL
 AF6983
 AF6983  NAVD 88 (06/15/91)    4.264  (m)           13.99   (f) UNKNOWN     2 1
 AF6983  NGVD 29 (09/01/92)    4.712  (m)           15.46   (f) ADJUSTED    2 1
 AF6983
 AF6983.Superseded values are not recommended for survey control.
 AF6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6983.See file dsdata.txt to determine how the superseded data were derived.
 AF6983
 AF6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK877940(NAD 83)
 AF6983_MARKER: DB = BENCH MARK DISK
 AF6983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6983_SP_SET: CONCRETE POST
 AF6983_STAMPING: 2429 D 1980 BSM
 AF6983_MARK LOGO: FLDNR 
 AF6983_PROJECTION: PROJECTING 10 CENTIMETERS
 AF6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6983+STABILITY: SURFACE MOTION
 AF6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6983+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AF6983
 AF6983  HISTORY     - Date     Condition        Report By
 AF6983  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6983  HISTORY     - 1986     GOOD             FLDNR
 AF6983  HISTORY     - 1991     GOOD             USPSQD
 AF6983  HISTORY     - 20030924 GOOD             FLDT
 AF6983  HISTORY     - 20031109 GOOD             USPSQD
 AF6983
 AF6983                          STATION DESCRIPTION
 AF6983
 AF6983'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6983'1.5 MI ENE FROM HOBE SOUND.
 AF6983'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6983'HOBE SOUND, PROCEED EAST 1.5 MILES ALONG STATE ROAD 707 TO A COUNTY
 AF6983'PARK AND THE MARK.  THE MARK BEARS 11.2 FEET NORTH OF THE NORTH EDGE
 AF6983'OF THE PARK PARKING LOT, 112 FEET WEST OF A SEAWALL, 1.4 FEET SOUTH OF
 AF6983'A 5-FOOT HIGH CONCRETE BLOCK WALL PAINTED WHITE, AND 0.9 FOOT SOUTH OF
 AF6983'A WITNESS POST.
 AF6983
 AF6983                          STATION RECOVERY (1986)
 AF6983
 AF6983'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6983'RECOVERED IN GOOD CONDITION.
 AF6983
 AF6983                          STATION RECOVERY (1991)
 AF6983
 AF6983'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6983'RECOVERED IN GOOD CONDITION.
 AF6983
 AF6983                          STATION RECOVERY (2003)
 AF6983
 AF6983'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6983'RECOVERD AS DESCRIBED AND IN GOOD CONDITION
 AF6983
 AF6983                          STATION RECOVERY (2003)
 AF6983
 AF6983'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6982 ***********************************************************************
 AF6982  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6982  DESIGNATION -  872 2429 E TIDAL FLDNR
 AF6982  PID         -  AF6982
 AF6982  STATE/COUNTY-  FL/MARTIN
 AF6982  USGS QUAD   -  HOBE SOUND (1983)
 AF6982
 AF6982                         *CURRENT SURVEY CONTROL
 AF6982  ___________________________________________________________________
 AF6982* NAD 83(1986)-  27 03 58.     (N)    080 06 54.     (W)     SCALED    
 AF6982* NAVD 88     -         3.746  (meters)      12.29   (feet)  ADJUSTED  
 AF6982  ___________________________________________________________________
 AF6982  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AF6982  DYNAMIC HT  -           3.740 (meters)      12.27  (feet)  COMP
 AF6982  MODELED GRAV-     979,097.5   (mgal)                       NAVD 88
 AF6982
 AF6982  VERT ORDER  -  SECOND    CLASS I
 AF6982
 AF6982.The horizontal coordinates were scaled from a topographic map and have
 AF6982.an estimated accuracy of +/- 6 seconds.
 AF6982
 AF6982.The orthometric height was determined by differential leveling
 AF6982.and adjusted by the National Geodetic Survey in June 1991..
 AF6982
 AF6982.This Tidal Bench Mark is designated as VM 5485
 AF6982.by the Center for Operational Oceanographic Products and Services.
 AF6982
 AF6982.The geoid height was determined by GEOID03.
 AF6982
 AF6982.The dynamic height is computed by dividing the NAVD 88
 AF6982.geopotential number by the normal gravity value computed on the
 AF6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6982.degrees latitude (g = 980.6199 gals.).
 AF6982
 AF6982.The modeled gravity was interpolated from observed gravity values.
 AF6982
 AF6982;                    North         East    Units  Estimated Accuracy
 AF6982;SPC FL E     -   303,040.      287,790.      MT  (+/- 180 meters Scaled)
 AF6982
 AF6982                          SUPERSEDED SURVEY CONTROL
 AF6982
 AF6982  NGVD 29 (09/01/92)    4.195  (m)           13.76   (f) ADJUSTED    2 1
 AF6982
 AF6982.Superseded values are not recommended for survey control.
 AF6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6982.See file dsdata.txt to determine how the superseded data were derived.
 AF6982
 AF6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK877940(NAD 83)
 AF6982_MARKER: DJ = TIDAL STATION DISK
 AF6982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6982_SP_SET: CONCRETE POST
 AF6982_STAMPING: 2429 E 1980 BSM
 AF6982_MARK LOGO: FLDNR 
 AF6982_PROJECTION: PROJECTING 3 CENTIMETERS
 AF6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6982+STABILITY: SURFACE MOTION
 AF6982
 AF6982  HISTORY     - Date     Condition        Report By
 AF6982  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6982  HISTORY     - 1991     GOOD             USPSQD
 AF6982  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6982  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF6982
 AF6982                          STATION DESCRIPTION
 AF6982
 AF6982'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6982'1.5 MI ENE FROM HOBE SOUND.
 AF6982'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6982'HOBE SOUND, PROCEED EAST 1.5 MILES ALONG STATE ROAD 707 TO A COUNTY
 AF6982'PARK AND THE MARK.  THE MARK BEARS 4.2 FEET SOUTH OF A 5-FOOT HIGH
 AF6982'WHITE CONCRETE BLOCK WALL, 19.0 FEET EAST-NORTHEAST OF A 30-INCH
 AF6982'DIAMETER PINE TREE, 5.6 FEET NORTH OF THE NORTH EDGE OF THE PARK
 AF6982'PARKING LOT, AND 59.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AF6982'PARKING LOT.
 AF6982
 AF6982                          STATION RECOVERY (1991)
 AF6982
 AF6982'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6982'RECOVERED IN GOOD CONDITION.
 AF6982
 AF6982                          STATION RECOVERY (2003)
 AF6982
 AF6982'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6982'NOT RECOVERED
 AF6982' 
 AF6982'FOUND ANOTHER USCGS DIS N309-1970
 AF6982
 AF6982                          STATION RECOVERY (2003)
 AF6982
 AF6982'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3055 ***********************************************************************
 AF3055  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3055  DESIGNATION -  872 2429 TIDAL 1
 AF3055  PID         -  AF3055
 AF3055  STATE/COUNTY-  FL/MARTIN
 AF3055  USGS QUAD   -  HOBE SOUND (1983)
 AF3055
 AF3055                         *CURRENT SURVEY CONTROL
 AF3055  ___________________________________________________________________
 AF3055* NAD 83(1986)-  27 03 50.     (N)    080 07 20.     (W)     SCALED    
 AF3055* NAVD 88     -         3.538  (meters)      11.61   (feet)  ADJUSTED  
 AF3055  ___________________________________________________________________
 AF3055  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF3055  DYNAMIC HT  -           3.532 (meters)      11.59  (feet)  COMP
 AF3055  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 AF3055
 AF3055  VERT ORDER  -  SECOND    CLASS 0
 AF3055
 AF3055.The horizontal coordinates were scaled from a topographic map and have
 AF3055.an estimated accuracy of +/- 6 seconds.
 AF3055
 AF3055.The orthometric height was determined by differential leveling
 AF3055.and adjusted by the National Geodetic Survey in June 1991..
 AF3055.WARNING-Repeat measurements at this control monument indicate possible
 AF3055.vertical movement.
 AF3055
 AF3055.This Tidal Bench Mark is designated as VM 17275
 AF3055.by the Center for Operational Oceanographic Products and Services.
 AF3055
 AF3055.The geoid height was determined by GEOID03.
 AF3055
 AF3055.The dynamic height is computed by dividing the NAVD 88
 AF3055.geopotential number by the normal gravity value computed on the
 AF3055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3055.degrees latitude (g = 980.6199 gals.).
 AF3055
 AF3055.The modeled gravity was interpolated from observed gravity values.
 AF3055
 AF3055;                    North         East    Units  Estimated Accuracy
 AF3055;SPC FL E     -   302,790.      287,070.      MT  (+/- 180 meters Scaled)
 AF3055
 AF3055                          SUPERSEDED SURVEY CONTROL
 AF3055
 AF3055  NGVD 29 (09/01/92)    3.989  (m)           13.09   (f) ADJUSTED    2 0
 AF3055
 AF3055.Superseded values are not recommended for survey control.
 AF3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3055.See file dsdata.txt to determine how the superseded data were derived.
 AF3055
 AF3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3055_MARKER: DJ = TIDAL STATION DISK
 AF3055_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3055+WITH SETTING: PAVEMENT
 AF3055_STAMPING: NO 1 1969
 AF3055_MARK LOGO: CGS   
 AF3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3055+STABILITY: SURFACE MOTION
 AF3055
 AF3055  HISTORY     - Date     Condition        Report By
 AF3055  HISTORY     - 1969     MONUMENTED       CGS
 AF3055  HISTORY     - 1970     GOOD             NGS
 AF3055  HISTORY     - 1972     GOOD             NGS
 AF3055  HISTORY     - 1980     GOOD             FLDNR
 AF3055  HISTORY     - 1980     GOOD             FLDNR
 AF3055  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3055  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3055
 AF3055                          STATION DESCRIPTION
 AF3055
 AF3055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3055'0.6 MI E FROM HOBE SOUND.
 AF3055'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3055'OF STATE HIGHWAY A 1 A AT HOBE SOUND, AT THE WEST END OF THE
 AF3055'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, SET IN THE TOP
 AF3055'OF THE SOUTHWEST CORNER OF THE INTRACOASTAL WATERWAY, SET IN
 AF3055'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE WHICH
 AF3055'SUPPORTS THE TRAFFIC SIGNAL GATE, 15 FEET SOUTH OF THE CENTER
 AF3055'LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AF3055'OF THE BRIDGE, 0.7 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF
 AF3055'THE BASE, AND ABOUT LEVEL WITH THE HIGHWAY.
 AF3055
 AF3055                          STATION RECOVERY (1972)
 AF3055
 AF3055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3055'RECOVERED IN GOOD CONDITION.
 AF3055
 AF3055                          STATION RECOVERY (1980)
 AF3055
 AF3055'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3055'RECOVERED IN GOOD CONDITION.
 AF3055
 AF3055                          STATION RECOVERY (1980)
 AF3055
 AF3055'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AF3055'JUNCTION OF STATE ROAD 708 AND U.S. HIGHWAY 1, GO EAST ALONG STATE
 AF3055'ROAD 708 TO THE HOBE SOUND BRIDGE.  THE MARK IS SET FLUSH IN THE TOP
 AF3055'OF THE SOUTHWEST CORNER OF THE WEST GATE FOUNDATION FOR THE BRIDGE.
 AF3055'THE MARK BEARS 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.6 FOOT
 AF3055'EAST OF THE WEST EDGE OF THE FOUNDATION, AND 0.4 FOOT NORTH OF THE
 AF3055'SOUTH EDGE OF THE FOUNDATION.
 AF3055
 AF3055                          STATION RECOVERY (1989)
 AF3055
 AF3055'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3055'MARK NOT FOUND.
 AF3055
 AF3055                          STATION RECOVERY (2003)
 AF3055
 AF3055'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3054 ***********************************************************************
 AF3054  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3054  DESIGNATION -  872 2429 TIDAL 2
 AF3054  PID         -  AF3054
 AF3054  STATE/COUNTY-  FL/MARTIN
 AF3054  USGS QUAD   -  HOBE SOUND (1983)
 AF3054
 AF3054                         *CURRENT SURVEY CONTROL
 AF3054  ___________________________________________________________________
 AF3054* NAD 83(1986)-  27 03 51.     (N)    080 07 21.     (W)     SCALED    
 AF3054* NAVD 88     -         3.910  (meters)      12.83   (feet)  ADJUSTED  
 AF3054  ___________________________________________________________________
 AF3054  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF3054  DYNAMIC HT  -           3.904 (meters)      12.81  (feet)  COMP
 AF3054  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 AF3054
 AF3054  VERT ORDER  -  SECOND    CLASS 0
 AF3054
 AF3054.The horizontal coordinates were scaled from a topographic map and have
 AF3054.an estimated accuracy of +/- 6 seconds.
 AF3054
 AF3054.The orthometric height was determined by differential leveling
 AF3054.and adjusted by the National Geodetic Survey in June 1991..
 AF3054
 AF3054.This Tidal Bench Mark is designated as VM 5479
 AF3054.by the Center for Operational Oceanographic Products and Services.
 AF3054
 AF3054.The geoid height was determined by GEOID03.
 AF3054
 AF3054.The dynamic height is computed by dividing the NAVD 88
 AF3054.geopotential number by the normal gravity value computed on the
 AF3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3054.degrees latitude (g = 980.6199 gals.).
 AF3054
 AF3054.The modeled gravity was interpolated from observed gravity values.
 AF3054
 AF3054;                    North         East    Units  Estimated Accuracy
 AF3054;SPC FL E     -   302,820.      287,040.      MT  (+/- 180 meters Scaled)
 AF3054
 AF3054                          SUPERSEDED SURVEY CONTROL
 AF3054
 AF3054  NGVD 29 (09/01/92)    4.360  (m)           14.30   (f) ADJUSTED    2 0
 AF3054
 AF3054.Superseded values are not recommended for survey control.
 AF3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3054.See file dsdata.txt to determine how the superseded data were derived.
 AF3054
 AF3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3054_MARKER: DJ = TIDAL STATION DISK
 AF3054_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3054+WITH SETTING: PAVEMENT
 AF3054_SP_SET: CONCRETE FLOOR
 AF3054_STAMPING: NO 2 1969
 AF3054_MARK LOGO: CGS   
 AF3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3054+STABILITY: SURFACE MOTION
 AF3054
 AF3054  HISTORY     - Date     Condition        Report By
 AF3054  HISTORY     - 1969     MONUMENTED       CGS
 AF3054  HISTORY     - 1970     GOOD             NGS
 AF3054  HISTORY     - 1980     GOOD             FLDNR
 AF3054  HISTORY     - 1986     GOOD             FLDNR
 AF3054  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3054  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3054
 AF3054                          STATION DESCRIPTION
 AF3054
 AF3054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3054'0.6 MI E FROM HOBE SOUND.
 AF3054'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3054'OF STATE HIGHWAY A 1 A AT HOBE SOUND, SET IN THE TOP OF THE
 AF3054'CONCRETE FLOOR OVER THE SOUTHWEST CORNER OF THE EAST CONCRETE
 AF3054'PIER FOR THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AF3054'12 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE, 1 FOOT NORTH
 AF3054'OF THE NORTH FACE OF THE SOUTH CONCRETE GUARD RAIL, AND ABOUT
 AF3054'1/2 FOOT ABOVE THE BRIDGE FLOOR.
 AF3054
 AF3054                          STATION RECOVERY (1980)
 AF3054
 AF3054'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3054'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AF3054'TO REACH THE TIDAL BENCH MARK, GO ABOUT 0.6 MILE EAST ALONG STATE
 AF3054'HIGHWAY 707 FROM THE JUNCTION OF STATE HIGHWAY A1A AT HOBE SOUND, SET
 AF3054'IN THE TOP OF THE CONCRETE FLOOR OVER THE SOUTHWEST CORNER OF THE EAST
 AF3054'CONCRETE PIER FOR THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AF3054'12 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 1 FOOT NORTH OF THE
 AF3054'NORTH FACE OF THE SOUTH CONCRETE GUARDRAIL, AND ABOUT 0.5 FOOT ABOVE
 AF3054'THE BRIDGE FLOOR.
 AF3054
 AF3054                          STATION RECOVERY (1986)
 AF3054
 AF3054'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3054'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  A NEW BRIDGE IS BEING
 AF3054'BUILT AND WHEN IT IS COMPLETED THE OLD BRIDGE ALONG WITH THIS MARK
 AF3054'WILL BE DESTROYED.
 AF3054
 AF3054                          STATION RECOVERY (1989)
 AF3054
 AF3054'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3054'MARK NOT FOUND.
 AF3054
 AF3054                          STATION RECOVERY (2003)
 AF3054
 AF3054'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3059 ***********************************************************************
 AF3059  DESIGNATION -  872 2429 TIDAL 3
 AF3059  PID         -  AF3059
 AF3059  STATE/COUNTY-  FL/MARTIN
 AF3059  USGS QUAD   -  HOBE SOUND (1983)
 AF3059
 AF3059                         *CURRENT SURVEY CONTROL
 AF3059  ___________________________________________________________________
 AF3059* NAD 83(1986)-  27 03 53.     (N)    080 07 12.     (W)     SCALED    
 AF3059* NAVD 88     -         3.413  (meters)      11.20   (feet)  ADJUSTED  
 AF3059  ___________________________________________________________________
 AF3059  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF3059  DYNAMIC HT  -           3.408 (meters)      11.18  (feet)  COMP
 AF3059  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 AF3059
 AF3059  VERT ORDER  -  SECOND    CLASS 0
 AF3059
 AF3059.The horizontal coordinates were scaled from a topographic map and have
 AF3059.an estimated accuracy of +/- 6 seconds.
 AF3059
 AF3059.The orthometric height was determined by differential leveling
 AF3059.and adjusted by the National Geodetic Survey in June 1991..
 AF3059.WARNING-Repeat measurements at this control monument indicate possible
 AF3059.vertical movement.
 AF3059
 AF3059.The geoid height was determined by GEOID03.
 AF3059
 AF3059.The dynamic height is computed by dividing the NAVD 88
 AF3059.geopotential number by the normal gravity value computed on the
 AF3059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3059.degrees latitude (g = 980.6199 gals.).
 AF3059
 AF3059.The modeled gravity was interpolated from observed gravity values.
 AF3059
 AF3059;                    North         East    Units  Estimated Accuracy
 AF3059;SPC FL E     -   302,880.      287,290.      MT  (+/- 180 meters Scaled)
 AF3059
 AF3059                          SUPERSEDED SURVEY CONTROL
 AF3059
 AF3059  NGVD 29 (09/01/92)    3.863  (m)           12.67   (f) ADJUSTED    2 0
 AF3059
 AF3059.Superseded values are not recommended for survey control.
 AF3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3059.See file dsdata.txt to determine how the superseded data were derived.
 AF3059
 AF3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK872939(NAD 83)
 AF3059_MARKER: DJ = TIDAL STATION DISK
 AF3059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3059_SP_SET: CONCRETE BASE
 AF3059_STAMPING: NO 3 1969
 AF3059_MARK LOGO: CGS   
 AF3059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3059
 AF3059  HISTORY     - Date     Condition        Report By
 AF3059  HISTORY     - 1969     MONUMENTED       CGS
 AF3059  HISTORY     - 1970     GOOD             NGS
 AF3059  HISTORY     - 1980     GOOD             FLDNR
 AF3059  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3059  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3059
 AF3059                          STATION DESCRIPTION
 AF3059
 AF3059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3059'0.6 MI E FROM HOBE SOUND.
 AF3059'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3059'OF STATE HIGHWAY A 1 A AT HOBE SOUND, AT THE EAST END OF THE
 AF3059'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, SET IN THE TOP
 AF3059'OF THE NORTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE
 AF3059'TRAFFIC SIGNAL GATE, 14 FEET NORTH OF THE CENTER LINE OF THE
 AF3059'HIGHWAY, 13.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AF3059'BRIDGE, AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3059
 AF3059                          STATION RECOVERY (1980)
 AF3059
 AF3059'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3059'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AF3059'TO REACH THE TIDAL BENCH MARK, GO ABOUT 0.6 MILE EAST ALONG STATE
 AF3059'HIGHWAY 707 FROM THE JUNCTION OF STATE HIGHWAY A1A AT HOBE SOUND, AT
 AF3059'THE EAST END OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, SET
 AF3059'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE
 AF3059'TRAFFIC SIGNAL GATE, 14 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AF3059'13.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, AND 0.5
 AF3059'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3059
 AF3059                          STATION RECOVERY (1989)
 AF3059
 AF3059'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3059'MARK NOT FOUND.
 AF3059
 AF3059                          STATION RECOVERY (2003)
 AF3059
 AF3059'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6986 ***********************************************************************
 AF6986  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6986  DESIGNATION -  872 2445 TIDAL 1
 AF6986  PID         -  AF6986
 AF6986  STATE/COUNTY-  FL/MARTIN
 AF6986  USGS QUAD   -  HOBE SOUND (1983)
 AF6986
 AF6986                         *CURRENT SURVEY CONTROL
 AF6986  ___________________________________________________________________
 AF6986* NAD 83(1986)-  27 02 13.     (N)    080 06 23.     (W)     SCALED    
 AF6986* NAVD 88     -         0.381  (meters)       1.25   (feet)  ADJUSTED  
 AF6986  ___________________________________________________________________
 AF6986  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6986  DYNAMIC HT  -           0.380 (meters)       1.25  (feet)  COMP
 AF6986  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AF6986
 AF6986  VERT ORDER  -  SECOND    CLASS I
 AF6986
 AF6986.The horizontal coordinates were scaled from a topographic map and have
 AF6986.an estimated accuracy of +/- 6 seconds.
 AF6986
 AF6986.The orthometric height was determined by differential leveling
 AF6986.and adjusted by the National Geodetic Survey in June 1991..
 AF6986
 AF6986.This Tidal Bench Mark is designated as VM 5489
 AF6986.by the Center for Operational Oceanographic Products and Services.
 AF6986
 AF6986.The geoid height was determined by GEOID03.
 AF6986
 AF6986.The dynamic height is computed by dividing the NAVD 88
 AF6986.geopotential number by the normal gravity value computed on the
 AF6986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6986.degrees latitude (g = 980.6199 gals.).
 AF6986
 AF6986.The modeled gravity was interpolated from observed gravity values.
 AF6986
 AF6986;                    North         East    Units  Estimated Accuracy
 AF6986;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6986
 AF6986                          SUPERSEDED SURVEY CONTROL
 AF6986
 AF6986  NGVD 29 (09/01/92)    0.833  (m)            2.73   (f) ADJUSTED    2 1
 AF6986
 AF6986.Superseded values are not recommended for survey control.
 AF6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6986.See file dsdata.txt to determine how the superseded data were derived.
 AF6986
 AF6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6986_MARKER: DJ = TIDAL STATION DISK
 AF6986_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6986_SP_SET: CONCRETE WALKWAY
 AF6986_STAMPING: NO 1 1972
 AF6986_MARK LOGO: NOS   
 AF6986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6986
 AF6986  HISTORY     - Date     Condition        Report By
 AF6986  HISTORY     - 1972     MONUMENTED       NOS
 AF6986  HISTORY     - 1980     GOOD             FLDNR
 AF6986  HISTORY     - 1986     GOOD             FLDNR
 AF6986  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6986  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF6986
 AF6986                          STATION DESCRIPTION
 AF6986
 AF6986'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6986'3.0 MI SE FROM HOBE SOUND.
 AF6986'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6986'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6986'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6986'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK IS
 AF6986'LOCATED ON THE NORTH SIDE OF THE CONCRETE WALKWAY LEADING TO THE DOCK,
 AF6986'AND IS 10.4 FEET EAST OF THE SOUTHEAST CORNER OF THE DOCK.
 AF6986
 AF6986                          STATION RECOVERY (1986)
 AF6986
 AF6986'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6986'RECOVERED IN GOOD CONDITION.
 AF6986
 AF6986                          STATION RECOVERY (1991)
 AF6986
 AF6986'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6986'MARK NOT FOUND.
 AF6986
 AF6986                          STATION RECOVERY (2003)
 AF6986
 AF6986'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6986'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6986' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6984 ***********************************************************************
 AF6984  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6984  DESIGNATION -  872 2445 TIDAL 2
 AF6984  PID         -  AF6984
 AF6984  STATE/COUNTY-  FL/MARTIN
 AF6984  USGS QUAD   -  HOBE SOUND (1983)
 AF6984
 AF6984                         *CURRENT SURVEY CONTROL
 AF6984  ___________________________________________________________________
 AF6984* NAD 83(1986)-  27 02 13.     (N)    080 06 23.     (W)     SCALED    
 AF6984* NAVD 88     -         0.346  (meters)       1.14   (feet)  ADJUSTED  
 AF6984  ___________________________________________________________________
 AF6984  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6984  DYNAMIC HT  -           0.345 (meters)       1.13  (feet)  COMP
 AF6984  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AF6984
 AF6984  VERT ORDER  -  SECOND    CLASS I
 AF6984
 AF6984.The horizontal coordinates were scaled from a topographic map and have
 AF6984.an estimated accuracy of +/- 6 seconds.
 AF6984
 AF6984.The orthometric height was determined by differential leveling
 AF6984.and adjusted by the National Geodetic Survey in June 1991..
 AF6984
 AF6984.This Tidal Bench Mark is designated as VM 5490
 AF6984.by the Center for Operational Oceanographic Products and Services.
 AF6984
 AF6984.The geoid height was determined by GEOID03.
 AF6984
 AF6984.The dynamic height is computed by dividing the NAVD 88
 AF6984.geopotential number by the normal gravity value computed on the
 AF6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6984.degrees latitude (g = 980.6199 gals.).
 AF6984
 AF6984.The modeled gravity was interpolated from observed gravity values.
 AF6984
 AF6984;                    North         East    Units  Estimated Accuracy
 AF6984;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6984
 AF6984                          SUPERSEDED SURVEY CONTROL
 AF6984
 AF6984  NGVD 29 (09/01/92)    0.799  (m)            2.62   (f) ADJUSTED    2 1
 AF6984
 AF6984.Superseded values are not recommended for survey control.
 AF6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6984.See file dsdata.txt to determine how the superseded data were derived.
 AF6984
 AF6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6984_MARKER: DJ = TIDAL STATION DISK
 AF6984_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6984_SP_SET: CONCRETE WALKWAY
 AF6984_STAMPING: NO 2 1972
 AF6984_MARK LOGO: NOS   
 AF6984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6984
 AF6984  HISTORY     - Date     Condition        Report By
 AF6984  HISTORY     - 1972     MONUMENTED       NOS
 AF6984  HISTORY     - 1980     GOOD             FLDNR
 AF6984  HISTORY     - 1986     GOOD             FLDNR
 AF6984  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6984  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF6984
 AF6984                          STATION DESCRIPTION
 AF6984
 AF6984'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6984'3.0 MI SE FROM HOBE SOUND.
 AF6984'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6984'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6984'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6984'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK IS
 AF6984'LOCATED AT THE SOUTHEAST CORNER OF THE CONCRETE WALKWAY LEADING TO THE
 AF6984'DOCK, AND 61 FEET SOUTH OF THE SOUTHERN END OF THE SEAWALL AT THE MEAD
 AF6984'RESIDENCE.
 AF6984
 AF6984                          STATION RECOVERY (1986)
 AF6984
 AF6984'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6984'RECOVERED IN GOOD CONDITION.
 AF6984
 AF6984                          STATION RECOVERY (1991)
 AF6984
 AF6984'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6984'MARK NOT FOUND.
 AF6984
 AF6984                          STATION RECOVERY (2003)
 AF6984
 AF6984'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6984'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6984' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6987 ***********************************************************************
 AF6987  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6987  DESIGNATION -  872 2445 TIDAL 3
 AF6987  PID         -  AF6987
 AF6987  STATE/COUNTY-  FL/MARTIN
 AF6987  USGS QUAD   -  HOBE SOUND (1983)
 AF6987
 AF6987                         *CURRENT SURVEY CONTROL
 AF6987  ___________________________________________________________________
 AF6987* NAD 83(1986)-  27 02 13.     (N)    080 06 23.     (W)     SCALED    
 AF6987* NAVD 88     -         0.871  (meters)       2.86   (feet)  ADJUSTED  
 AF6987  ___________________________________________________________________
 AF6987  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6987  DYNAMIC HT  -           0.869 (meters)       2.85  (feet)  COMP
 AF6987  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AF6987
 AF6987  VERT ORDER  -  SECOND    CLASS I
 AF6987
 AF6987.The horizontal coordinates were scaled from a topographic map and have
 AF6987.an estimated accuracy of +/- 6 seconds.
 AF6987
 AF6987.The orthometric height was determined by differential leveling
 AF6987.and adjusted by the National Geodetic Survey in June 1991..
 AF6987
 AF6987.This Tidal Bench Mark is designated as VM 5491
 AF6987.by the Center for Operational Oceanographic Products and Services.
 AF6987
 AF6987.The geoid height was determined by GEOID03.
 AF6987
 AF6987.The dynamic height is computed by dividing the NAVD 88
 AF6987.geopotential number by the normal gravity value computed on the
 AF6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6987.degrees latitude (g = 980.6199 gals.).
 AF6987
 AF6987.The modeled gravity was interpolated from observed gravity values.
 AF6987
 AF6987;                    North         East    Units  Estimated Accuracy
 AF6987;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6987
 AF6987                          SUPERSEDED SURVEY CONTROL
 AF6987
 AF6987  NGVD 29 (09/01/92)    1.324  (m)            4.34   (f) ADJUSTED    2 1
 AF6987
 AF6987.Superseded values are not recommended for survey control.
 AF6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6987.See file dsdata.txt to determine how the superseded data were derived.
 AF6987
 AF6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6987_MARKER: DJ = TIDAL STATION DISK
 AF6987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6987_SP_SET: CONCRETE SEAWALL
 AF6987_STAMPING: NO 3 1972
 AF6987_MARK LOGO: NOS   
 AF6987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6987+STABILITY: SURFACE MOTION
 AF6987
 AF6987  HISTORY     - Date     Condition        Report By
 AF6987  HISTORY     - 1972     MONUMENTED       NOS
 AF6987  HISTORY     - 1980     GOOD             FLDNR
 AF6987  HISTORY     - 1986     GOOD             FLDNR
 AF6987  HISTORY     - 1991     GOOD             USPSQD
 AF6987  HISTORY     - 20031109 GOOD             USPSQD
 AF6987
 AF6987                          STATION DESCRIPTION
 AF6987
 AF6987'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6987'3.0 MI SE FROM HOBE SOUND.
 AF6987'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6987'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6987'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6987'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK BEARS
 AF6987'190 FEET WEST OF MR. MEADS BACK PORCH AND 0.7 FOOT NORTH OF THE SOUTH
 AF6987'END OF THE SEAWALL.
 AF6987
 AF6987                          STATION RECOVERY (1986)
 AF6987
 AF6987'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6987'RECOVERED IN GOOD CONDITION.
 AF6987
 AF6987                          STATION RECOVERY (1991)
 AF6987
 AF6987'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6987'RECOVERED IN GOOD CONDITION.
 AF6987
 AF6987                          STATION RECOVERY (2003)
 AF6987
 AF6987'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6987'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6987' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6988 ***********************************************************************
 AF6988  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6988  DESIGNATION -  872 2445 TIDAL 4
 AF6988  PID         -  AF6988
 AF6988  STATE/COUNTY-  FL/MARTIN
 AF6988  USGS QUAD   -  HOBE SOUND (1983)
 AF6988
 AF6988                         *CURRENT SURVEY CONTROL
 AF6988  ___________________________________________________________________
 AF6988* NAD 83(1986)-  27 02 13.     (N)    080 06 23.     (W)     SCALED    
 AF6988* NAVD 88     -         0.871  (meters)       2.86   (feet)  ADJUSTED  
 AF6988  ___________________________________________________________________
 AF6988  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6988  DYNAMIC HT  -           0.869 (meters)       2.85  (feet)  COMP
 AF6988  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AF6988
 AF6988  VERT ORDER  -  SECOND    CLASS I
 AF6988
 AF6988.The horizontal coordinates were scaled from a topographic map and have
 AF6988.an estimated accuracy of +/- 6 seconds.
 AF6988
 AF6988.The orthometric height was determined by differential leveling
 AF6988.and adjusted by the National Geodetic Survey in June 1991..
 AF6988
 AF6988.This Tidal Bench Mark is designated as VM 5492
 AF6988.by the Center for Operational Oceanographic Products and Services.
 AF6988
 AF6988.The geoid height was determined by GEOID03.
 AF6988
 AF6988.The dynamic height is computed by dividing the NAVD 88
 AF6988.geopotential number by the normal gravity value computed on the
 AF6988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6988.degrees latitude (g = 980.6199 gals.).
 AF6988
 AF6988.The modeled gravity was interpolated from observed gravity values.
 AF6988
 AF6988;                    North         East    Units  Estimated Accuracy
 AF6988;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6988
 AF6988                          SUPERSEDED SURVEY CONTROL
 AF6988
 AF6988  NGVD 29 (09/01/92)    1.325  (m)            4.35   (f) ADJUSTED    2 1
 AF6988
 AF6988.Superseded values are not recommended for survey control.
 AF6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6988.See file dsdata.txt to determine how the superseded data were derived.
 AF6988
 AF6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6988_MARKER: DJ = TIDAL STATION DISK
 AF6988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6988_SP_SET: CONCRETE SEAWALL
 AF6988_STAMPING: NO 4 1972
 AF6988_MARK LOGO: NOS   
 AF6988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6988+STABILITY: SURFACE MOTION
 AF6988
 AF6988  HISTORY     - Date     Condition        Report By
 AF6988  HISTORY     - 1972     MONUMENTED       NOS
 AF6988  HISTORY     - 1980     GOOD             FLDNR
 AF6988  HISTORY     - 1986     GOOD             FLDNR
 AF6988  HISTORY     - 1991     GOOD             USPSQD
 AF6988  HISTORY     - 20031109 GOOD             USPSQD
 AF6988
 AF6988                          STATION DESCRIPTION
 AF6988
 AF6988'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6988'3.0 MI SE FROM HOBE SOUND.
 AF6988'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6988'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6988'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6988'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK BEARS
 AF6988'84.4 FEET SOUTH OF THE NORTH END OF THE SEAWALL AND 81.1 FEET NORTH OF
 AF6988'THE SOUTH END OF THE SEAWALL.
 AF6988
 AF6988                          STATION RECOVERY (1986)
 AF6988
 AF6988'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6988'RECOVERED IN GOOD CONDITION.
 AF6988
 AF6988                          STATION RECOVERY (1991)
 AF6988
 AF6988'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6988'RECOVERED IN GOOD CONDITION.
 AF6988
 AF6988                          STATION RECOVERY (2003)
 AF6988
 AF6988'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6988'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6988' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6989 ***********************************************************************
 AF6989  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6989  DESIGNATION -  872 2445 TIDAL 5
 AF6989  PID         -  AF6989
 AF6989  STATE/COUNTY-  FL/MARTIN
 AF6989  USGS QUAD   -  HOBE SOUND (1983)
 AF6989
 AF6989                         *CURRENT SURVEY CONTROL
 AF6989  ___________________________________________________________________
 AF6989* NAD 83(1986)-  27 02 13.     (N)    080 06 23.     (W)     SCALED    
 AF6989* NAVD 88     -         0.860  (meters)       2.82   (feet)  ADJUSTED  
 AF6989  ___________________________________________________________________
 AF6989  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6989  DYNAMIC HT  -           0.859 (meters)       2.82  (feet)  COMP
 AF6989  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AF6989
 AF6989  VERT ORDER  -  SECOND    CLASS I
 AF6989
 AF6989.The horizontal coordinates were scaled from a topographic map and have
 AF6989.an estimated accuracy of +/- 6 seconds.
 AF6989
 AF6989.The orthometric height was determined by differential leveling
 AF6989.and adjusted by the National Geodetic Survey in June 1991..
 AF6989
 AF6989.This Tidal Bench Mark is designated as VM 5493
 AF6989.by the Center for Operational Oceanographic Products and Services.
 AF6989
 AF6989.The geoid height was determined by GEOID03.
 AF6989
 AF6989.The dynamic height is computed by dividing the NAVD 88
 AF6989.geopotential number by the normal gravity value computed on the
 AF6989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6989.degrees latitude (g = 980.6199 gals.).
 AF6989
 AF6989.The modeled gravity was interpolated from observed gravity values.
 AF6989
 AF6989;                    North         East    Units  Estimated Accuracy
 AF6989;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6989
 AF6989                          SUPERSEDED SURVEY CONTROL
 AF6989
 AF6989  NGVD 29 (09/01/92)    1.315  (m)            4.31   (f) ADJUSTED    2 1
 AF6989
 AF6989.Superseded values are not recommended for survey control.
 AF6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6989.See file dsdata.txt to determine how the superseded data were derived.
 AF6989
 AF6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6989_MARKER: DJ = TIDAL STATION DISK
 AF6989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6989_SP_SET: CONCRETE SEAWALL
 AF6989_STAMPING: NO 5 1972
 AF6989_MARK LOGO: NOS   
 AF6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6989+STABILITY: SURFACE MOTION
 AF6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6989+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AF6989
 AF6989  HISTORY     - Date     Condition        Report By
 AF6989  HISTORY     - 1972     MONUMENTED       NOS
 AF6989  HISTORY     - 1980     GOOD             FLDNR
 AF6989  HISTORY     - 1986     GOOD             FLDNR
 AF6989  HISTORY     - 1991     GOOD             USPSQD
 AF6989  HISTORY     - 20031109 GOOD             USPSQD
 AF6989
 AF6989                          STATION DESCRIPTION
 AF6989
 AF6989'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6989'3.0 MI SE FROM HOBE SOUND.
 AF6989'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6989'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6989'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6989'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK BEARS
 AF6989'210 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. MEADS BACK PORCH,
 AF6989'165.1 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND 0.8 FOOT SOUTH
 AF6989'OF THE NORTH END OF THE SEAWALL.
 AF6989
 AF6989                          STATION RECOVERY (1986)
 AF6989
 AF6989'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6989'RECOVERED IN GOOD CONDITION.
 AF6989
 AF6989                          STATION RECOVERY (1991)
 AF6989
 AF6989'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6989'RECOVERED IN GOOD CONDITION.
 AF6989
 AF6989                          STATION RECOVERY (2003)
 AF6989
 AF6989'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6989'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6989' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6249 ***********************************************************************
 AD6249  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6249  DESIGNATION -  872 2471 C TIDAL
 AD6249  PID         -  AD6249
 AD6249  STATE/COUNTY-  FL/MARTIN
 AD6249  USGS QUAD   -  JUPITER (1983)
 AD6249
 AD6249                         *CURRENT SURVEY CONTROL
 AD6249  ___________________________________________________________________
 AD6249* NAD 83(1986)-  26 59 18.     (N)    080 05 32.     (W)     SCALED    
 AD6249* NAVD 88     -         7.477  (meters)      24.53   (feet)  ADJUSTED  
 AD6249  ___________________________________________________________________
 AD6249  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AD6249  DYNAMIC HT  -           7.466 (meters)      24.49  (feet)  COMP
 AD6249  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AD6249
 AD6249  VERT ORDER  -  FIRST     CLASS II
 AD6249
 AD6249.The horizontal coordinates were scaled from a topographic map and have
 AD6249.an estimated accuracy of +/- 6 seconds.
 AD6249
 AD6249.The orthometric height was determined by differential leveling
 AD6249.and adjusted by the National Geodetic Survey in June 1991..
 AD6249
 AD6249.This Tidal Bench Mark is designated as VM 5499
 AD6249.by the Center for Operational Oceanographic Products and Services.
 AD6249
 AD6249.The geoid height was determined by GEOID03.
 AD6249
 AD6249.The dynamic height is computed by dividing the NAVD 88
 AD6249.geopotential number by the normal gravity value computed on the
 AD6249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6249.degrees latitude (g = 980.6199 gals.).
 AD6249
 AD6249.The modeled gravity was interpolated from observed gravity values.
 AD6249
 AD6249;                    North         East    Units  Estimated Accuracy
 AD6249;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6249
 AD6249                          SUPERSEDED SURVEY CONTROL
 AD6249
 AD6249  NGVD 29 (09/01/92)    7.931  (m)           26.02   (f) ADJUSTED    1 2
 AD6249
 AD6249.Superseded values are not recommended for survey control.
 AD6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6249.See file dsdata.txt to determine how the superseded data were derived.
 AD6249
 AD6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6249_MARKER: DJ = TIDAL STATION DISK
 AD6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6249_SP_SET: CONCRETE POST
 AD6249_STAMPING: 2471 C 1981 BSM
 AD6249_MARK LOGO: FLDNR 
 AD6249_PROJECTION: RECESSED 5 CENTIMETERS
 AD6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6249+STABILITY: SURFACE MOTION
 AD6249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6249+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AD6249
 AD6249  HISTORY     - Date     Condition        Report By
 AD6249  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6249  HISTORY     - 19910122 GOOD             NGS
 AD6249  HISTORY     - 20021006 GOOD             USPSQD
 AD6249  HISTORY     - 20031007 GOOD             USPSQD
 AD6249
 AD6249                          STATION DESCRIPTION
 AD6249
 AD6249'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6249'3.7 MI NORTH FROM JUPITER.
 AD6249'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6249'LOXAHATCHEE RIVER, GO NORTH 2.9 MILES ALONG U.S. 1 TO JUPITER HILLS
 AD6249'CLUB AND THE MARK.  THE MARK BEARS 68.0 FEET WEST-SOUTHWEST OF THE
 AD6249'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. 1, 21.9 FEET SOUTH-SOUTHEAST
 AD6249'OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE, 1.4 FEET EAST-NORTHEAST
 AD6249'OF THE FENCE, 97.0 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF THE ROAD
 AD6249'ENTRANCE TO JUPITER HILLS CLUB, AND 1.2 FEET EAST-NORTHEAST OF A
 AD6249'WITNESS POST.
 AD6249
 AD6249                          STATION RECOVERY (1991)
 AD6249
 AD6249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD6249'4.0 KM (2.5 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AD6249'STATE HIGHWAY 811 (INDIANTOWN ROAD) IN JUPITER, 44.2 M (145.0 FT)
 AD6249'SOUTHEAST OF THE SOUTHEAST EDGE OF A DRIVEWAY LEADING TO JUPITER
 AD6249'HILLS CLUB, 20.7 M (67.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AD6249'SOUTHBOUND LANES OF THE HIGHWAY, 6.8 M (22.3 FT) SOUTHEAST OF A FENCE
 AD6249'CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AD6249'NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 AD6249'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AD6249
 AD6249                          STATION RECOVERY (2002)
 AD6249
 AD6249'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6249'RECOVERED IN GOOD CONDITION.
 AD6249
 AD6249                          STATION RECOVERY (2003)
 AD6249
 AD6249'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6249' 
 AD6249' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6248 ***********************************************************************
 AD6248  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6248  DESIGNATION -  872 2471 D TIDAL
 AD6248  PID         -  AD6248
 AD6248  STATE/COUNTY-  FL/MARTIN
 AD6248  USGS QUAD   -  JUPITER (1983)
 AD6248
 AD6248                         *CURRENT SURVEY CONTROL
 AD6248  ___________________________________________________________________
 AD6248* NAD 83(1986)-  26 59 18.     (N)    080 05 32.     (W)     SCALED    
 AD6248* NAVD 88     -         6.860  (meters)      22.51   (feet)  ADJUSTED  
 AD6248  ___________________________________________________________________
 AD6248  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AD6248  DYNAMIC HT  -           6.850 (meters)      22.47  (feet)  COMP
 AD6248  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AD6248
 AD6248  VERT ORDER  -  SECOND    CLASS I
 AD6248
 AD6248.The horizontal coordinates were scaled from a topographic map and have
 AD6248.an estimated accuracy of +/- 6 seconds.
 AD6248
 AD6248.The orthometric height was determined by differential leveling
 AD6248.and adjusted by the National Geodetic Survey in June 1991..
 AD6248
 AD6248.This Tidal Bench Mark is designated as VM 5500
 AD6248.by the Center for Operational Oceanographic Products and Services.
 AD6248
 AD6248.The geoid height was determined by GEOID03.
 AD6248
 AD6248.The dynamic height is computed by dividing the NAVD 88
 AD6248.geopotential number by the normal gravity value computed on the
 AD6248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6248.degrees latitude (g = 980.6199 gals.).
 AD6248
 AD6248.The modeled gravity was interpolated from observed gravity values.
 AD6248
 AD6248;                    North         East    Units  Estimated Accuracy
 AD6248;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6248
 AD6248                          SUPERSEDED SURVEY CONTROL
 AD6248
 AD6248  NGVD 29 (09/01/92)    7.314  (m)           24.00   (f) ADJUSTED    2 1
 AD6248
 AD6248.Superseded values are not recommended for survey control.
 AD6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6248.See file dsdata.txt to determine how the superseded data were derived.
 AD6248
 AD6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6248_MARKER: DB = BENCH MARK DISK
 AD6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6248_SP_SET: CONCRETE POST
 AD6248_STAMPING: 2471 D 1981 BSM
 AD6248_MARK LOGO: FLDNR 
 AD6248_PROJECTION: PROJECTING 3 CENTIMETERS
 AD6248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6248+STABILITY: SURFACE MOTION
 AD6248
 AD6248  HISTORY     - Date     Condition        Report By
 AD6248  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6248  HISTORY     - 1986     GOOD             FLDNR
 AD6248  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD6248  HISTORY     - 20031007 MARK NOT FOUND   USPSQD
 AD6248
 AD6248                          STATION DESCRIPTION
 AD6248
 AD6248'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6248'3.7 MI NORTH FROM JUPITER.
 AD6248'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6248'LOXAHATCHEE RIVER, GO NORTH 2.9 MILES ALONG U.S. 1 TO THE ENTRANCE TO
 AD6248'JUPITER HILLS CLUB AND THE MARK.  THE MARK BEARS 32.3 FEET
 AD6248'EAST-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S. 1,
 AD6248'32.2 FEET WEST-SOUTHWEST OF THE NORTHBOUND LANE, 10.3 FEET
 AD6248'NORTH-NORTHWEST OF THE SOUTH END OF THE HIGHWAY MEDIAN, 113 FEET
 AD6248'NORTHEAST OF THE NORTH END OF THE ENTRANCE SIGN FOR JUPITER HILLS
 AD6248'CLUB, AND 1.2 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AD6248
 AD6248                          STATION RECOVERY (1986)
 AD6248
 AD6248'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6248'RECOVERED IN GOOD CONDITION.
 AD6248
 AD6248                          STATION RECOVERY (2002)
 AD6248
 AD6248'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6248'WITNESS POST IS GONE.
 AD6248
 AD6248                          STATION RECOVERY (2003)
 AD6248
 AD6248'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6248' 
 AD6248' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6244 ***********************************************************************
 AD6244  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6244  DESIGNATION -  872 2471 TIDAL 1
 AD6244  PID         -  AD6244
 AD6244  STATE/COUNTY-  FL/MARTIN
 AD6244  USGS QUAD   -  JUPITER (1983)
 AD6244
 AD6244                         *CURRENT SURVEY CONTROL
 AD6244  ___________________________________________________________________
 AD6244* NAD 83(1986)-  26 59 18.     (N)    080 05 32.     (W)     SCALED    
 AD6244* NAVD 88     -         1.013  (meters)       3.32   (feet)  ADJUSTED  
 AD6244  ___________________________________________________________________
 AD6244  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AD6244  DYNAMIC HT  -           1.012 (meters)       3.32  (feet)  COMP
 AD6244  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AD6244
 AD6244  VERT ORDER  -  SECOND    CLASS I
 AD6244
 AD6244.The horizontal coordinates were scaled from a topographic map and have
 AD6244.an estimated accuracy of +/- 6 seconds.
 AD6244
 AD6244.The orthometric height was determined by differential leveling
 AD6244.and adjusted by the National Geodetic Survey in September 1996..
 AD6244
 AD6244.This Tidal Bench Mark is designated as VM 5494
 AD6244.by the Center for Operational Oceanographic Products and Services.
 AD6244
 AD6244.The geoid height was determined by GEOID03.
 AD6244
 AD6244.The dynamic height is computed by dividing the NAVD 88
 AD6244.geopotential number by the normal gravity value computed on the
 AD6244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6244.degrees latitude (g = 980.6199 gals.).
 AD6244
 AD6244.The modeled gravity was interpolated from observed gravity values.
 AD6244
 AD6244;                    North         East    Units  Estimated Accuracy
 AD6244;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6244
 AD6244                          SUPERSEDED SURVEY CONTROL
 AD6244
 AD6244  NAVD 88 (06/15/91)    1.017  (m)            3.34   (f) UNKNOWN     2 1
 AD6244  NGVD 29 (09/01/92)    1.469  (m)            4.82   (f) ADJUSTED    2 1
 AD6244
 AD6244.Superseded values are not recommended for survey control.
 AD6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6244.See file dsdata.txt to determine how the superseded data were derived.
 AD6244
 AD6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6244_MARKER: DJ = TIDAL STATION DISK
 AD6244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6244_SP_SET: CONCRETE SEAWALL
 AD6244_STAMPING: NO 1 1972
 AD6244_MARK LOGO: NOS   
 AD6244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6244+STABILITY: SURFACE MOTION
 AD6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6244+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AD6244
 AD6244  HISTORY     - Date     Condition        Report By
 AD6244  HISTORY     - 1972     MONUMENTED       NOS
 AD6244  HISTORY     - 1981     GOOD             FLDNR
 AD6244  HISTORY     - 1986     GOOD             FLDNR
 AD6244  HISTORY     - 20021006 GOOD             USPSQD
 AD6244  HISTORY     - 20031007 GOOD             USPSQD
 AD6244
 AD6244                          STATION DESCRIPTION
 AD6244
 AD6244'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6244'3.7 MI NORTH FROM JUPITER.
 AD6244'TO REACH THE GAGE SITE, BEGIN AT THE PALM BEACH/MARTIN COUNTY LINE ON
 AD6244'U.S. HIGHWAY 1, GO NORTH 1.3 MILES ALONG U.S. 1 TO 17755 S.E. FEDERAL
 AD6244'HIGHWAY (THE HOVERKAMP RESIDENCE).  THE MARK IS SET FLUSH IN THE
 AD6244'SEAWALL AT THE RESIDENCE OF MR. HOVERKAMP.  THE MARK IS 74.5 FEET
 AD6244'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOVERKAMP HOUSE, 54.5 FEET
 AD6244'SOUTH OF THE SOUTH SIDE OF THE DOCK AND 47 FEET EAST-NORTHEAST OF THE
 AD6244'NORTHEAST CORNER OF THE NEXT HOUSE SOUTH OF MR. HOVERKAMP.
 AD6244
 AD6244                          STATION RECOVERY (1986)
 AD6244
 AD6244'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6244'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE RESIDENCE OF
 AD6244'MR. HOVEKAMP IS NOW OCCUPIED BY FAZIO GOLF COURSE DESIGNERS, INC.
 AD6244'AND A CONCRETE WALL COVERS THE SOUTH EDGE OF THE DISK.
 AD6244
 AD6244                          STATION RECOVERY (2002)
 AD6244
 AD6244'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6244'THIS A PRIVATE RESIDENCE NOW.
 AD6244
 AD6244                          STATION RECOVERY (2003)
 AD6244
 AD6244'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6245 ***********************************************************************
 AD6245  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6245  DESIGNATION -  872 2471 TIDAL 2
 AD6245  PID         -  AD6245
 AD6245  STATE/COUNTY-  FL/MARTIN
 AD6245  USGS QUAD   -  JUPITER (1983)
 AD6245
 AD6245                         *CURRENT SURVEY CONTROL
 AD6245  ___________________________________________________________________
 AD6245* NAD 83(1986)-  26 59 18.     (N)    080 05 32.     (W)     SCALED    
 AD6245* NAVD 88     -         0.966  (meters)       3.17   (feet)  ADJUSTED  
 AD6245  ___________________________________________________________________
 AD6245  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AD6245  DYNAMIC HT  -           0.964 (meters)       3.16  (feet)  COMP
 AD6245  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AD6245
 AD6245  VERT ORDER  -  SECOND    CLASS I
 AD6245
 AD6245.The horizontal coordinates were scaled from a topographic map and have
 AD6245.an estimated accuracy of +/- 6 seconds.
 AD6245
 AD6245.The orthometric height was determined by differential leveling
 AD6245.and adjusted by the National Geodetic Survey in June 1991..
 AD6245
 AD6245.This Tidal Bench Mark is designated as VM 5495
 AD6245.by the Center for Operational Oceanographic Products and Services.
 AD6245
 AD6245.The geoid height was determined by GEOID03.
 AD6245
 AD6245.The dynamic height is computed by dividing the NAVD 88
 AD6245.geopotential number by the normal gravity value computed on the
 AD6245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6245.degrees latitude (g = 980.6199 gals.).
 AD6245
 AD6245.The modeled gravity was interpolated from observed gravity values.
 AD6245
 AD6245;                    North         East    Units  Estimated Accuracy
 AD6245;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6245
 AD6245                          SUPERSEDED SURVEY CONTROL
 AD6245
 AD6245  NGVD 29 (09/01/92)    1.420  (m)            4.66   (f) ADJUSTED    2 1
 AD6245
 AD6245.Superseded values are not recommended for survey control.
 AD6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6245.See file dsdata.txt to determine how the superseded data were derived.
 AD6245
 AD6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6245_MARKER: DJ = TIDAL STATION DISK
 AD6245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6245_SP_SET: CONCRETE SEAWALL
 AD6245_STAMPING: NO 2 1972
 AD6245_MARK LOGO: NOS   
 AD6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6245+STABILITY: SURFACE MOTION
 AD6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6245+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AD6245
 AD6245  HISTORY     - Date     Condition        Report By
 AD6245  HISTORY     - 1972     MONUMENTED       NOS
 AD6245  HISTORY     - 1980     GOOD             FLDNR
 AD6245  HISTORY     - 1986     GOOD             FLDNR
 AD6245  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD6245  HISTORY     - 20031007 GOOD             USPSQD
 AD6245
 AD6245                          STATION DESCRIPTION
 AD6245
 AD6245'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6245'3.7 MI NORTH FROM JUPITER.
 AD6245'TO REACH THE GAGE SITE, BEGIN AT THE PALM BEACH/MARTIN COUNTY LINE ON
 AD6245'U.S. HIGHWAY 1, GO NORTH 1.3 MILES ALONG U.S. 1 TO 17755 S.E. FEDERAL
 AD6245'HIGHWAY (THE HOVERKAMP RESIDENCE).  THE MARK IS SET FLUSH IN THE
 AD6245'SEAWALL AT THE RESIDENCE OF MR. HOVERKAMP, 106 FEET NORTH OF BENCH
 AD6245'MARK NO 1 1972, AND 51.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AD6245'HOUSE.
 AD6245
 AD6245                          STATION RECOVERY (1986)
 AD6245
 AD6245'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6245'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FORMER
 AD6245'RESIDENCE OF MR. HOVERKAMP IS NOW OCCUPIED BY FAZIO GOLF COURSE
 AD6245'DESIGNERS, INC.
 AD6245
 AD6245                          STATION RECOVERY (2002)
 AD6245
 AD6245'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6245'THIS A PRIVATE RESIDENCE NOW.
 AD6245
 AD6245                          STATION RECOVERY (2003)
 AD6245
 AD6245'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6246 ***********************************************************************
 AD6246  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6246  DESIGNATION -  872 2471 TIDAL 3
 AD6246  PID         -  AD6246
 AD6246  STATE/COUNTY-  FL/MARTIN
 AD6246  USGS QUAD   -  JUPITER (1983)
 AD6246
 AD6246                         *CURRENT SURVEY CONTROL
 AD6246  ___________________________________________________________________
 AD6246* NAD 83(1986)-  26 59 18.     (N)    080 05 32.     (W)     SCALED    
 AD6246* NAVD 88     -         0.945  (meters)       3.10   (feet)  ADJUSTED  
 AD6246  ___________________________________________________________________
 AD6246  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AD6246  DYNAMIC HT  -           0.943 (meters)       3.09  (feet)  COMP
 AD6246  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AD6246
 AD6246  VERT ORDER  -  SECOND    CLASS I
 AD6246
 AD6246.The horizontal coordinates were scaled from a topographic map and have
 AD6246.an estimated accuracy of +/- 6 seconds.
 AD6246
 AD6246.The orthometric height was determined by differential leveling
 AD6246.and adjusted by the National Geodetic Survey in June 1991..
 AD6246
 AD6246.This Tidal Bench Mark is designated as VM 5496
 AD6246.by the Center for Operational Oceanographic Products and Services.
 AD6246
 AD6246.The geoid height was determined by GEOID03.
 AD6246
 AD6246.The dynamic height is computed by dividing the NAVD 88
 AD6246.geopotential number by the normal gravity value computed on the
 AD6246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6246.degrees latitude (g = 980.6199 gals.).
 AD6246
 AD6246.The modeled gravity was interpolated from observed gravity values.
 AD6246
 AD6246;                    North         East    Units  Estimated Accuracy
 AD6246;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6246
 AD6246                          SUPERSEDED SURVEY CONTROL
 AD6246
 AD6246  NGVD 29 (09/01/92)    1.398  (m)            4.59   (f) ADJUSTED    2 1
 AD6246
 AD6246.Superseded values are not recommended for survey control.
 AD6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6246.See file dsdata.txt to determine how the superseded data were derived.
 AD6246
 AD6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6246_MARKER: DJ = TIDAL STATION DISK
 AD6246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6246_SP_SET: CONCRETE SEAWALL
 AD6246_STAMPING: NO 3 1972
 AD6246_MARK LOGO: NOS   
 AD6246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6246+STABILITY: SURFACE MOTION
 AD6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6246+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AD6246
 AD6246  HISTORY     - Date     Condition        Report By
 AD6246  HISTORY     - 1972     MONUMENTED       NOS
 AD6246  HISTORY     - 1980     GOOD             FLDNR
 AD6246  HISTORY     - 1986     GOOD             FLDNR
 AD6246  HISTORY     - 20031007 GOOD             USPSQD
 AD6246
 AD6246                          STATION DESCRIPTION
 AD6246
 AD6246'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6246'3.7 MI NORTH FROM JUPITER.
 AD6246'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6246'LOXAHATCHEE RIVER, GO NORTH 2.9 MILES ALONG U.S. 1 TO THE ENTRANCE TO
 AD6246'JUPITER HILLS CLUB AND THE MARK.  THE MARK BEARS 72 FEET NORTHEAST OF
 AD6246'THE NORTHEAST CORNER OF THE MIDDLETON RESIDENCE, 15.8 FEET SOUTHEAST
 AD6246'OF THE NORTHWEST END OF THE SEAWALL, AND 1.2 FEET SOUTHWEST OF THE
 AD6246'NORTHEAST END OF THE SEAWALL.
 AD6246
 AD6246                          STATION RECOVERY (1986)
 AD6246
 AD6246'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6246'RECOVERED IN GOOD CONDITION.
 AD6246
 AD6246                          STATION RECOVERY (2003)
 AD6246
 AD6246'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6246'HOUSE NUMBER IS 17745.
 AD6246' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8088 ***********************************************************************
 AD8088  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8088  DESIGNATION -  872 2471 TIDAL 4
 AD8088  PID         -  AD8088
 AD8088  STATE/COUNTY-  FL/MARTIN
 AD8088  USGS QUAD   -  JUPITER (1983)
 AD8088
 AD8088                         *CURRENT SURVEY CONTROL
 AD8088  ___________________________________________________________________
 AD8088* NAD 83(1986)-  26 59 18.     (N)    080 05 32.     (W)     SCALED    
 AD8088* NAVD 88     -         6.525  (meters)      21.41   (feet)  ADJUSTED  
 AD8088  ___________________________________________________________________
 AD8088  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AD8088  DYNAMIC HT  -           6.515 (meters)      21.37  (feet)  COMP
 AD8088  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AD8088
 AD8088  VERT ORDER  -  SECOND    CLASS I
 AD8088
 AD8088.The horizontal coordinates were scaled from a topographic map and have
 AD8088.an estimated accuracy of +/- 6 seconds.
 AD8088
 AD8088.The orthometric height was determined by differential leveling
 AD8088.and adjusted by the National Geodetic Survey in September 1996..
 AD8088
 AD8088.This Tidal Bench Mark is designated as VM 5497
 AD8088.by the Center for Operational Oceanographic Products and Services.
 AD8088
 AD8088.The geoid height was determined by GEOID03.
 AD8088
 AD8088.The dynamic height is computed by dividing the NAVD 88
 AD8088.geopotential number by the normal gravity value computed on the
 AD8088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8088.degrees latitude (g = 980.6199 gals.).
 AD8088
 AD8088.The modeled gravity was interpolated from observed gravity values.
 AD8088
 AD8088;                    North         East    Units  Estimated Accuracy
 AD8088;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD8088
 AD8088                          SUPERSEDED SURVEY CONTROL
 AD8088
 AD8088  NGVD 29 (09/01/92)    6.980  (m)           22.90   (f) ADJUSTED    2 1
 AD8088
 AD8088.Superseded values are not recommended for survey control.
 AD8088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8088.See file dsdata.txt to determine how the superseded data were derived.
 AD8088
 AD8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD8088_MARKER: DB = BENCH MARK DISK
 AD8088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8088_SP_SET: CONCRETE CURBING
 AD8088_STAMPING: NO 4 1972
 AD8088_MARK LOGO: NOS   
 AD8088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8088
 AD8088  HISTORY     - Date     Condition        Report By
 AD8088  HISTORY     - 1972     MONUMENTED       NOS
 AD8088  HISTORY     - 1986     GOOD             FLDNR
 AD8088  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 AD8088
 AD8088                          STATION DESCRIPTION
 AD8088
 AD8088'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8088'3.7 MI NORTH FROM JUPITER.
 AD8088'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD8088'LOXAHATCHEE RIVER NORTH OF JUPITER, GO 2.9 MILES NORTH ALONG U.S. 1
 AD8088'TO THE MARK.  THE MARK BEARS 75.0 FEET NORTH OF THE CROSSOVER TO THE
 AD8088'JUPITER HILLS CLUB, 13.0 FEET NORTH OF THE CENTERLINEE OF THE
 AD8088'NORTHBOUND LANE OF U.S. 1 AND IS DIRECTLY ACROSS THE HIGHWAY FROM
 AD8088'ADDRESS NUMBER 17755.
 AD8088
 AD8088                          STATION RECOVERY (2003)
 AD8088
 AD8088'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8088'ALL CONCRETE CURBING REMOVED
 AD8088' 
 AD8088' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6247 ***********************************************************************
 AD6247  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6247  DESIGNATION -  872 2471 TIDAL 5
 AD6247  PID         -  AD6247
 AD6247  STATE/COUNTY-  FL/MARTIN
 AD6247  USGS QUAD   -  JUPITER (1983)
 AD6247
 AD6247                         *CURRENT SURVEY CONTROL
 AD6247  ___________________________________________________________________
 AD6247* NAD 83(1986)-  26 59 18.     (N)    080 05 32.     (W)     SCALED    
 AD6247* NAVD 88     -         6.509  (meters)      21.35   (feet)  ADJUSTED  
 AD6247  ___________________________________________________________________
 AD6247  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AD6247  DYNAMIC HT  -           6.498 (meters)      21.32  (feet)  COMP
 AD6247  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AD6247
 AD6247  VERT ORDER  -  SECOND    CLASS I
 AD6247
 AD6247.The horizontal coordinates were scaled from a topographic map and have
 AD6247.an estimated accuracy of +/- 6 seconds.
 AD6247
 AD6247.The orthometric height was determined by differential leveling
 AD6247.and adjusted by the National Geodetic Survey in September 1996..
 AD6247
 AD6247.This Tidal Bench Mark is designated as VM 5498
 AD6247.by the Center for Operational Oceanographic Products and Services.
 AD6247
 AD6247.The geoid height was determined by GEOID03.
 AD6247
 AD6247.The dynamic height is computed by dividing the NAVD 88
 AD6247.geopotential number by the normal gravity value computed on the
 AD6247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6247.degrees latitude (g = 980.6199 gals.).
 AD6247
 AD6247.The modeled gravity was interpolated from observed gravity values.
 AD6247
 AD6247;                    North         East    Units  Estimated Accuracy
 AD6247;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6247
 AD6247                          SUPERSEDED SURVEY CONTROL
 AD6247
 AD6247  NAVD 88 (06/15/91)    6.507  (m)           21.35   (f) UNKNOWN     2 1
 AD6247  NGVD 29 (09/01/92)    6.961  (m)           22.84   (f) ADJUSTED    2 1
 AD6247
 AD6247.Superseded values are not recommended for survey control.
 AD6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6247.See file dsdata.txt to determine how the superseded data were derived.
 AD6247
 AD6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6247_MARKER: DJ = TIDAL STATION DISK
 AD6247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6247_SP_SET: CONCRETE CURBING
 AD6247_STAMPING: NO 5 1972
 AD6247_MARK LOGO: NOS   
 AD6247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6247
 AD6247  HISTORY     - Date     Condition        Report By
 AD6247  HISTORY     - 1972     MONUMENTED       NOS
 AD6247  HISTORY     - 1980     GOOD             FLDNR
 AD6247  HISTORY     - 1986     GOOD             FLDNR
 AD6247  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AD6247
 AD6247                          STATION DESCRIPTION
 AD6247
 AD6247'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6247'3.7 MI NORTH FROM JUPITER.
 AD6247'TO REACH THE GAGE SITE, BEGIN AT THE PALM BEACH/MARTIN COUNTY LINE ON
 AD6247'U.S. HIGHWAY 1, GO NORTH 1.3 MILES ALONG U.S. 1 TO 17755 S.E. FEDERAL
 AD6247'HIGHWAY (THE HOVERKAMP RESIDENCE).  THE MARK IS SET FLUSH IN A
 AD6247'CONCRETE CURBING NEXT TO THE MEDIAN ON THE EAST SIDE OF THE SOUTHBOUND
 AD6247'LANE OF U.S. HIGHWAY 1 IN FRONT OF THE HOUSE JUST SOUTH OF THE
 AD6247'HOVERKAMP RESIDENCE, 39 FEET SOUTH OF THE CENTERLINE OF THE TRAFFIC
 AD6247'CROSSWALK WHICH LEADS TO THE JUPITER HILLS PRIVATE CLUB, AND 14.8 FEET
 AD6247'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE.
 AD6247
 AD6247                          STATION RECOVERY (1986)
 AD6247
 AD6247'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6247'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FORMER
 AD6247'RESIDENCE OF MR. HOVERKAMP IS NOW OCCUPIED BY FAZIO GOLF COURSE
 AD6247'DESIGNERS, INC.
 AD6247
 AD6247                          STATION RECOVERY (2003)
 AD6247
 AD6247'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6247'ALL CONCRETE CURBING REMOVED
 AD6247' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6240 ***********************************************************************
 AD6240  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6240  DESIGNATION -  872 2472 A TIDAL
 AD6240  PID         -  AD6240
 AD6240  STATE/COUNTY-  FL/MARTIN
 AD6240  USGS QUAD   -  ROOD (1983)
 AD6240
 AD6240                         *CURRENT SURVEY CONTROL
 AD6240  ___________________________________________________________________
 AD6240* NAD 83(1986)-  26 59 08.     (N)    080 08 29.     (W)     SCALED    
 AD6240* NAVD 88     -         1.876  (meters)       6.15   (feet)  ADJUSTED  
 AD6240  ___________________________________________________________________
 AD6240  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6240  DYNAMIC HT  -           1.873 (meters)       6.14  (feet)  COMP
 AD6240  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AD6240
 AD6240  VERT ORDER  -  SECOND    CLASS I
 AD6240
 AD6240.The horizontal coordinates were scaled from a topographic map and have
 AD6240.an estimated accuracy of +/- 6 seconds.
 AD6240
 AD6240.The orthometric height was determined by differential leveling
 AD6240.and adjusted by the National Geodetic Survey in June 1991..
 AD6240
 AD6240.This Tidal Bench Mark is designated as VM 5503
 AD6240.by the Center for Operational Oceanographic Products and Services.
 AD6240
 AD6240.The geoid height was determined by GEOID03.
 AD6240
 AD6240.The dynamic height is computed by dividing the NAVD 88
 AD6240.geopotential number by the normal gravity value computed on the
 AD6240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6240.degrees latitude (g = 980.6199 gals.).
 AD6240
 AD6240.The modeled gravity was interpolated from observed gravity values.
 AD6240
 AD6240;                    North         East    Units  Estimated Accuracy
 AD6240;SPC FL E     -   294,090.      285,230.      MT  (+/- 180 meters Scaled)
 AD6240
 AD6240                          SUPERSEDED SURVEY CONTROL
 AD6240
 AD6240  NGVD 29 (09/01/92)    2.331  (m)            7.65   (f) ADJUSTED    2 1
 AD6240
 AD6240.Superseded values are not recommended for survey control.
 AD6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6240.See file dsdata.txt to determine how the superseded data were derived.
 AD6240
 AD6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK852851(NAD 83)
 AD6240_MARKER: DB = BENCH MARK DISK
 AD6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6240_SP_SET: CONCRETE POST
 AD6240_STAMPING: 2472 A 1980 BSM
 AD6240_MARK LOGO: FLDNR 
 AD6240_PROJECTION: RECESSED 3 CENTIMETERS
 AD6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6240+STABILITY: SURFACE MOTION
 AD6240
 AD6240  HISTORY     - Date     Condition        Report By
 AD6240  HISTORY     - 1980     MONUMENTED       FLDNR
 AD6240  HISTORY     - 1986     GOOD             FLDNR
 AD6240  HISTORY     - 1989     GOOD             USPSQD
 AD6240
 AD6240                          STATION DESCRIPTION
 AD6240
 AD6240'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6240'3.6 MI NW FROM TEQUESTA.
 AD6240'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD6240'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD6240'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTHERLY ALONG COUNTRY
 AD6240'CLUB ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE
 AD6240'ROAD, TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO
 AD6240'BOY SCOUT CAMP TANAH-KEETA, CONTINUE ALONG THE DIRT ROAD TO ITS END AT
 AD6240'THE CAMP, CONTINUE WESTERLY ON FOOT FOR ABOUT 1000 FEET TO THE CAMP
 AD6240'SWIMMING AREA AND THE MARK LOCATION.  THE MARK BEARS 1.8 FEET EAST OF
 AD6240'THE EAST CORNER OF A 4-FOOT HIGH CHAIN-LINK FENCE AROUND THE SWIMMING
 AD6240'AREA, 110 FEET EAST OF THE EAST END OF THE SWIMMING AREA DOCK, 60 FEET
 AD6240'NORTHEAST OF THE SOUTHWEST END OF THE FENCE WHERE IT MEETS THE WATER,
 AD6240'AND 2.1 FEET EAST-NORTHEAST OF A WITNESS POST.
 AD6240
 AD6240                          STATION RECOVERY (1986)
 AD6240
 AD6240'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6240'RECOVERED IN GOOD CONDITION.
 AD6240
 AD6240                          STATION RECOVERY (1989)
 AD6240
 AD6240'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6239 ***********************************************************************
 AD6239  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6239  DESIGNATION -  872 2472 B TIDAL
 AD6239  PID         -  AD6239
 AD6239  STATE/COUNTY-  FL/MARTIN
 AD6239  USGS QUAD   -  ROOD (1983)
 AD6239
 AD6239                         *CURRENT SURVEY CONTROL
 AD6239  ___________________________________________________________________
 AD6239* NAD 83(1986)-  26 59 08.     (N)    080 08 29.     (W)     SCALED    
 AD6239* NAVD 88     -         2.596  (meters)       8.52   (feet)  ADJUSTED  
 AD6239  ___________________________________________________________________
 AD6239  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6239  DYNAMIC HT  -           2.592 (meters)       8.50  (feet)  COMP
 AD6239  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AD6239
 AD6239  VERT ORDER  -  SECOND    CLASS I
 AD6239
 AD6239.The horizontal coordinates were scaled from a topographic map and have
 AD6239.an estimated accuracy of +/- 6 seconds.
 AD6239
 AD6239.The orthometric height was determined by differential leveling
 AD6239.and adjusted by the National Geodetic Survey in June 1991..
 AD6239
 AD6239.This Tidal Bench Mark is designated as VM 5504
 AD6239.by the Center for Operational Oceanographic Products and Services.
 AD6239
 AD6239.The geoid height was determined by GEOID03.
 AD6239
 AD6239.The dynamic height is computed by dividing the NAVD 88
 AD6239.geopotential number by the normal gravity value computed on the
 AD6239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6239.degrees latitude (g = 980.6199 gals.).
 AD6239
 AD6239.The modeled gravity was interpolated from observed gravity values.
 AD6239
 AD6239;                    North         East    Units  Estimated Accuracy
 AD6239;SPC FL E     -   294,090.      285,230.      MT  (+/- 180 meters Scaled)
 AD6239
 AD6239                          SUPERSEDED SURVEY CONTROL
 AD6239
 AD6239  NGVD 29 (09/01/92)    3.053  (m)           10.02   (f) ADJUSTED    2 1
 AD6239
 AD6239.Superseded values are not recommended for survey control.
 AD6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6239.See file dsdata.txt to determine how the superseded data were derived.
 AD6239
 AD6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK852851(NAD 83)
 AD6239_MARKER: DB = BENCH MARK DISK
 AD6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6239_SP_SET: CONCRETE POST
 AD6239_STAMPING: 2472 B 1980 BSM
 AD6239_MARK LOGO: FLDNR 
 AD6239_PROJECTION: FLUSH
 AD6239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6239+STABILITY: SURFACE MOTION
 AD6239
 AD6239  HISTORY     - Date     Condition        Report By
 AD6239  HISTORY     - 1980     MONUMENTED       FLDNR
 AD6239  HISTORY     - 1986     GOOD             FLDNR
 AD6239  HISTORY     - 1989     GOOD             USPSQD
 AD6239
 AD6239                          STATION DESCRIPTION
 AD6239
 AD6239'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6239'3.6 MI NW FROM TEQUESTA.
 AD6239'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD6239'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD6239'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTHERLY ALONG COUNTRY
 AD6239'CLUB ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE
 AD6239'ROAD, TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO
 AD6239'BOY SCOUT CAMP TANAH-KEETA, CONTINUE ALONG THE DIRT ROAD TO ITS END AT
 AD6239'THE CAMP, CONTINUE WESTERLY ON FOOT FOR ABOUT 1000 FEET TO THE CAMP
 AD6239'SWIMMING AREA AND THE MARK LOCATION.  THE MARK BEARS 43.6 FEET
 AD6239'NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FENCE AROUND A WATER TANK,
 AD6239'97 FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF A GREEN BUILDING AT
 AD6239'THE AMPHITHEATER ENTRANCE, AND 1.8 FEET WEST-NORTHWEST OF A POWER POLE
 AD6239'WITH A WITNESS SIGN ATTACHED.
 AD6239
 AD6239                          STATION RECOVERY (1986)
 AD6239
 AD6239'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6239'RECOVERED IN GOOD CONDITION.
 AD6239
 AD6239                          STATION RECOVERY (1989)
 AD6239
 AD6239'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6238 ***********************************************************************
 AD6238  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6238  DESIGNATION -  872 2472 C TIDAL
 AD6238  PID         -  AD6238
 AD6238  STATE/COUNTY-  FL/MARTIN
 AD6238  USGS QUAD   -  ROOD (1983)
 AD6238
 AD6238                         *CURRENT SURVEY CONTROL
 AD6238  ___________________________________________________________________
 AD6238* NAD 83(1986)-  26 59 08.     (N)    080 08 29.     (W)     SCALED    
 AD6238* NAVD 88     -         2.874  (meters)       9.43   (feet)  ADJUSTED  
 AD6238  ___________________________________________________________________
 AD6238  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6238  DYNAMIC HT  -           2.870 (meters)       9.42  (feet)  COMP
 AD6238  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AD6238
 AD6238  VERT ORDER  -  SECOND    CLASS I
 AD6238
 AD6238.The horizontal coordinates were scaled from a topographic map and have
 AD6238.an estimated accuracy of +/- 6 seconds.
 AD6238
 AD6238.The orthometric height was determined by differential leveling
 AD6238.and adjusted by the National Geodetic Survey in June 1991..
 AD6238
 AD6238.This Tidal Bench Mark is designated as VM 5505
 AD6238.by the Center for Operational Oceanographic Products and Services.
 AD6238
 AD6238.The geoid height was determined by GEOID03.
 AD6238
 AD6238.The dynamic height is computed by dividing the NAVD 88
 AD6238.geopotential number by the normal gravity value computed on the
 AD6238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6238.degrees latitude (g = 980.6199 gals.).
 AD6238
 AD6238.The modeled gravity was interpolated from observed gravity values.
 AD6238
 AD6238;                    North         East    Units  Estimated Accuracy
 AD6238;SPC FL E     -   294,090.      285,230.      MT  (+/- 180 meters Scaled)
 AD6238
 AD6238                          SUPERSEDED SURVEY CONTROL
 AD6238
 AD6238  NGVD 29 (09/01/92)    3.332  (m)           10.93   (f) ADJUSTED    2 1
 AD6238
 AD6238.Superseded values are not recommended for survey control.
 AD6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6238.See file dsdata.txt to determine how the superseded data were derived.
 AD6238
 AD6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK852851(NAD 83)
 AD6238_MARKER: DB = BENCH MARK DISK
 AD6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6238_SP_SET: CONCRETE POST
 AD6238_STAMPING: 2472 C 1980 BSM
 AD6238_MARK LOGO: FLDNR 
 AD6238_PROJECTION: PROJECTING 10 CENTIMETERS
 AD6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6238+STABILITY: SURFACE MOTION
 AD6238
 AD6238  HISTORY     - Date     Condition        Report By
 AD6238  HISTORY     - 1980     MONUMENTED       FLDNR
 AD6238  HISTORY     - 1986     GOOD             FLDNR
 AD6238  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6238
 AD6238                          STATION DESCRIPTION
 AD6238
 AD6238'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6238'3.6 MI NW FROM TEQUESTA.
 AD6238'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD6238'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD6238'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTHERLY ALONG COUNTRY
 AD6238'CLUB ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE
 AD6238'ROAD, TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO
 AD6238'BOY SCOUT CAMP TANAH-KEETA, CONTINUE ALONG THE DIRT ROAD TO ITS END AT
 AD6238'THE CAMP, CONTINUE WESTERLY ON FOOT FOR ABOUT 1000 FEET TO THE CAMP
 AD6238'SWIMMING AREA AND THE MARK LOCATION.  THE MARK BEARS 4.7 FEET
 AD6238'NORTHWEST OF THE NORTHEAST CORNER OF THE GREEN BUILDING AT THE
 AD6238'AMPHITHEATER ENTRANCE, 39 FEET EAST-SOUTHEAST OF A LIGHT POLE, 98 FEET
 AD6238'SOUTH-SOUTHWEST OF BENCH MARK 2472 B 1980 BSM, AND 11.5 FEET NORTHEAST
 AD6238'OF A WITNESS POST.
 AD6238
 AD6238                          STATION RECOVERY (1986)
 AD6238
 AD6238'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6238'RECOVERED IN GOOD CONDITION.
 AD6238
 AD6238                          STATION RECOVERY (1989)
 AD6238
 AD6238'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6241 ***********************************************************************
 AD6241  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6241  DESIGNATION -  872 2472 TIDAL 4
 AD6241  PID         -  AD6241
 AD6241  STATE/COUNTY-  FL/MARTIN
 AD6241  USGS QUAD   -  ROOD (1983)
 AD6241
 AD6241                         *CURRENT SURVEY CONTROL
 AD6241  ___________________________________________________________________
 AD6241* NAD 83(1986)-  26 59 08.     (N)    080 08 29.     (W)     SCALED    
 AD6241* NAVD 88     -         1.760  (meters)       5.77   (feet)  ADJUSTED  
 AD6241  ___________________________________________________________________
 AD6241  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6241  DYNAMIC HT  -           1.757 (meters)       5.76  (feet)  COMP
 AD6241  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AD6241
 AD6241  VERT ORDER  -  SECOND    CLASS I
 AD6241
 AD6241.The horizontal coordinates were scaled from a topographic map and have
 AD6241.an estimated accuracy of +/- 6 seconds.
 AD6241
 AD6241.The orthometric height was determined by differential leveling
 AD6241.and adjusted by the National Geodetic Survey in September 1996..
 AD6241
 AD6241.This Tidal Bench Mark is designated as VM 5501
 AD6241.by the Center for Operational Oceanographic Products and Services.
 AD6241
 AD6241.The geoid height was determined by GEOID03.
 AD6241
 AD6241.The dynamic height is computed by dividing the NAVD 88
 AD6241.geopotential number by the normal gravity value computed on the
 AD6241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6241.degrees latitude (g = 980.6199 gals.).
 AD6241
 AD6241.The modeled gravity was interpolated from observed gravity values.
 AD6241
 AD6241;                    North         East    Units  Estimated Accuracy
 AD6241;SPC FL E     -   294,090.      285,230.      MT  (+/- 180 meters Scaled)
 AD6241
 AD6241                          SUPERSEDED SURVEY CONTROL
 AD6241
 AD6241  NAVD 88 (06/15/91)    1.764  (m)            5.79   (f) UNKNOWN     2 1
 AD6241  NGVD 29 (09/01/92)    2.218  (m)            7.28   (f) ADJUSTED    2 1
 AD6241
 AD6241.Superseded values are not recommended for survey control.
 AD6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6241.See file dsdata.txt to determine how the superseded data were derived.
 AD6241
 AD6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK852851(NAD 83)
 AD6241_MARKER: DJ = TIDAL STATION DISK
 AD6241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD6241+WITH SETTING: PAVEMENT
 AD6241_SP_SET: CONCRETE SLAB
 AD6241_STAMPING: NO 4 1972
 AD6241_MARK LOGO: NOS   
 AD6241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6241+STABILITY: SURFACE MOTION
 AD6241
 AD6241  HISTORY     - Date     Condition        Report By
 AD6241  HISTORY     - 1972     MONUMENTED       NOS
 AD6241  HISTORY     - 1980     GOOD             USPSQD
 AD6241  HISTORY     - 1980     GOOD             FLDNR
 AD6241  HISTORY     - 1986     GOOD             FLDNR
 AD6241
 AD6241                          STATION DESCRIPTION
 AD6241
 AD6241'DESCRIBED BY US POWER SQUADRON 1980 (JRM)
 AD6241'RECOVERED IN GOOD CONDITION.
 AD6241
 AD6241                          STATION RECOVERY (1980)
 AD6241
 AD6241'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD6241'3.6 MI NW FROM TEQUESTA.
 AD6241'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6241'U.S. 1 IN TEQUESTA, PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE
 AD6241'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTH ON COUNTRY CLUB
 AD6241'ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE ROAD.
 AD6241'TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO A BOY
 AD6241'SCOUT CAMP (CAMP TANAH-KEETA), CONTINUE ALONG THE DIRT ROAD TO ITS
 AD6241'END AT A LAMP, AND CONTINUE FOR ABOUT 1000 FEET TO THE CAMP SWIMMING
 AD6241'AREA AND THE MARK.  THE MARK IS SET IN THE CONCRETE PLATFORM AT THE
 AD6241'ENTRANCE TO THE BLOCK BUILDING USED FOR CANOE STORAGE.  IT LIES 9.5
 AD6241'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 31.6 FEET
 AD6241'SOUTHWEST OF THE NORTHEAST CORNER OF THE PLATFORM.
 AD6241
 AD6241                          STATION RECOVERY (1986)
 AD6241
 AD6241'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6242 ***********************************************************************
 AD6242  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6242  DESIGNATION -  872 2472 TIDAL 5
 AD6242  PID         -  AD6242
 AD6242  STATE/COUNTY-  FL/MARTIN
 AD6242  USGS QUAD   -  ROOD (1983)
 AD6242
 AD6242                         *CURRENT SURVEY CONTROL
 AD6242  ___________________________________________________________________
 AD6242* NAD 83(1986)-  26 59 08.     (N)    080 08 29.     (W)     SCALED    
 AD6242* NAVD 88     -         2.027  (meters)       6.65   (feet)  ADJUSTED  
 AD6242  ___________________________________________________________________
 AD6242  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6242  DYNAMIC HT  -           2.024 (meters)       6.64  (feet)  COMP
 AD6242  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AD6242
 AD6242  VERT ORDER  -  SECOND    CLASS I
 AD6242
 AD6242.The horizontal coordinates were scaled from a topographic map and have
 AD6242.an estimated accuracy of +/- 6 seconds.
 AD6242
 AD6242.The orthometric height was determined by differential leveling
 AD6242.and adjusted by the National Geodetic Survey in June 1991..
 AD6242
 AD6242.This Tidal Bench Mark is designated as VM 5502
 AD6242.by the Center for Operational Oceanographic Products and Services.
 AD6242
 AD6242.The geoid height was determined by GEOID03.
 AD6242
 AD6242.The dynamic height is computed by dividing the NAVD 88
 AD6242.geopotential number by the normal gravity value computed on the
 AD6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6242.degrees latitude (g = 980.6199 gals.).
 AD6242
 AD6242.The modeled gravity was interpolated from observed gravity values.
 AD6242
 AD6242;                    North         East    Units  Estimated Accuracy
 AD6242;SPC FL E     -   294,090.      285,230.      MT  (+/- 180 meters Scaled)
 AD6242
 AD6242                          SUPERSEDED SURVEY CONTROL
 AD6242
 AD6242  NGVD 29 (09/01/92)    2.483  (m)            8.15   (f) ADJUSTED    2 1
 AD6242
 AD6242.Superseded values are not recommended for survey control.
 AD6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6242.See file dsdata.txt to determine how the superseded data were derived.
 AD6242
 AD6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK852851(NAD 83)
 AD6242_MARKER: DJ = TIDAL STATION DISK
 AD6242_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD6242+WITH SETTING: PAVEMENT
 AD6242_SP_SET: CONCRETE SLAB
 AD6242_STAMPING: NO 5 1972
 AD6242_MARK LOGO: NOS   
 AD6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6242+STABILITY: SURFACE MOTION
 AD6242
 AD6242  HISTORY     - Date     Condition        Report By
 AD6242  HISTORY     - 1972     MONUMENTED       NOS
 AD6242  HISTORY     - 1980     GOOD             FLDNR
 AD6242  HISTORY     - 1986     GOOD             FLDNR
 AD6242  HISTORY     - 1989     GOOD             USPSQD
 AD6242
 AD6242                          STATION DESCRIPTION
 AD6242
 AD6242'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6242'3.6 MI NW FROM TEQUESTA.
 AD6242'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6242'U.S. 1 IN TEQUESTA, PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE
 AD6242'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTH ON COUNTRY CLUB
 AD6242'ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE ROAD.
 AD6242'TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO A BOY
 AD6242'SCOUT CAMP (CAMP TANAH-KEETA), CONTINUE ALONG THE DIRT ROAD TO ITS
 AD6242'END AT A LAMP, AND CONTINUE FOR ABOUT 1000 FEET TO THE CAMP SWIMMING
 AD6242'AREA AND THE MARK.  THE MARK IS SET IN THE CONCRETE PLATFORM AT THE
 AD6242'ENTRANCE TO THE BUILDING USED FOR CANOE STORAGE, 33 FEET SOUTHWEST OF
 AD6242'THE NORTHEAST CORNER OF THE BUILDING AND 9.5 FEET NORTHWEST OF THE
 AD6242'NORTHEAST CORNER OF THE PLATFORM.
 AD6242
 AD6242                          STATION RECOVERY (1986)
 AD6242
 AD6242'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6242'RECOVERED IN GOOD CONDITION.
 AD6242
 AD6242                          STATION RECOVERY (1989)
 AD6242
 AD6242'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5793 ***********************************************************************
 AD5793  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5793  DESIGNATION -  872 2478 TIDAL 1
 AD5793  PID         -  AD5793
 AD5793  STATE/COUNTY-  FL/MARTIN
 AD5793  USGS QUAD   -  JUPITER (1983)
 AD5793
 AD5793                         *CURRENT SURVEY CONTROL
 AD5793  ___________________________________________________________________
 AD5793* NAD 83(1986)-  26 58 33.     (N)    080 06 51.     (W)     SCALED    
 AD5793* NAVD 88     -         0.350  (meters)       1.15   (feet)  ADJUSTED  
 AD5793  ___________________________________________________________________
 AD5793  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AD5793  DYNAMIC HT  -           0.349 (meters)       1.15  (feet)  COMP
 AD5793  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AD5793
 AD5793  VERT ORDER  -  SECOND    CLASS I
 AD5793
 AD5793.The horizontal coordinates were scaled from a topographic map and have
 AD5793.an estimated accuracy of +/- 6 seconds.
 AD5793
 AD5793.The orthometric height was determined by differential leveling
 AD5793.and adjusted by the National Geodetic Survey in June 1991..
 AD5793
 AD5793.This Tidal Bench Mark is designated as VM 5506
 AD5793.by the Center for Operational Oceanographic Products and Services.
 AD5793
 AD5793.The geoid height was determined by GEOID03.
 AD5793
 AD5793.The dynamic height is computed by dividing the NAVD 88
 AD5793.geopotential number by the normal gravity value computed on the
 AD5793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5793.degrees latitude (g = 980.6199 gals.).
 AD5793
 AD5793.The modeled gravity was interpolated from observed gravity values.
 AD5793
 AD5793;                    North         East    Units  Estimated Accuracy
 AD5793;SPC FL E     -   293,040.      287,940.      MT  (+/- 180 meters Scaled)
 AD5793
 AD5793                          SUPERSEDED SURVEY CONTROL
 AD5793
 AD5793  NGVD 29 (09/01/92)    0.808  (m)            2.65   (f) ADJUSTED    2 1
 AD5793
 AD5793.Superseded values are not recommended for survey control.
 AD5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5793.See file dsdata.txt to determine how the superseded data were derived.
 AD5793
 AD5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK879840(NAD 83)
 AD5793_MARKER: DJ = TIDAL STATION DISK
 AD5793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5793_SP_SET: CONCRETE SEAWALL
 AD5793_STAMPING: NO 1 1972
 AD5793_MARK LOGO: NOS   
 AD5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5793+STABILITY: SURFACE MOTION
 AD5793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5793+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AD5793
 AD5793  HISTORY     - Date     Condition        Report By
 AD5793  HISTORY     - 1972     MONUMENTED       NOS
 AD5793  HISTORY     - 1980     GOOD             FLDNR
 AD5793  HISTORY     - 1986     GOOD             FLDNR
 AD5793  HISTORY     - 19890819 GOOD             USPSQD
 AD5793  HISTORY     - 20031009 GOOD             USPSQD
 AD5793
 AD5793                          STATION DESCRIPTION
 AD5793
 AD5793'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5793'3.1 MI NW FROM TEQUESTA.
 AD5793'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5793'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5793'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5793'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5793'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5793'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5793'ROAD, GO NORTH 0.05 MILE ALONG SADDLEBACK TO 29 SADDLEBACK ROAD
 AD5793'(SHERMAN RESIDENCE) AND THE MARK.  THE MARK BEARS 5.5 FEET NORTHWEST
 AD5793'OF THE NORTHEAST CORNER OF THE SEAWALL BEHIND HOUSE, 5 FEET NORTH OF A
 AD5793'SMALL PIER, AND 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AD5793'SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5793
 AD5793                          STATION RECOVERY (1986)
 AD5793
 AD5793'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5793'RECOVERED IN GOOD CONDITION.
 AD5793
 AD5793                          STATION RECOVERY (1989)
 AD5793
 AD5793'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5793'RECOVERED IN GOOD CONDITION.
 AD5793
 AD5793                          STATION RECOVERY (2003)
 AD5793
 AD5793'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5794 ***********************************************************************
 AD5794  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5794  DESIGNATION -  872 2478 TIDAL 2
 AD5794  PID         -  AD5794
 AD5794  STATE/COUNTY-  FL/MARTIN
 AD5794  USGS QUAD   -  JUPITER (1983)
 AD5794
 AD5794                         *CURRENT SURVEY CONTROL
 AD5794  ___________________________________________________________________
 AD5794* NAD 83(1986)-  26 58 33.     (N)    080 06 51.     (W)     SCALED    
 AD5794* NAVD 88     -         0.355  (meters)       1.16   (feet)  ADJUSTED  
 AD5794  ___________________________________________________________________
 AD5794  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AD5794  DYNAMIC HT  -           0.354 (meters)       1.16  (feet)  COMP
 AD5794  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AD5794
 AD5794  VERT ORDER  -  SECOND    CLASS I
 AD5794
 AD5794.The horizontal coordinates were scaled from a topographic map and have
 AD5794.an estimated accuracy of +/- 6 seconds.
 AD5794
 AD5794.The orthometric height was determined by differential leveling
 AD5794.and adjusted by the National Geodetic Survey in June 1991..
 AD5794
 AD5794.This Tidal Bench Mark is designated as VM 5507
 AD5794.by the Center for Operational Oceanographic Products and Services.
 AD5794
 AD5794.The geoid height was determined by GEOID03.
 AD5794
 AD5794.The dynamic height is computed by dividing the NAVD 88
 AD5794.geopotential number by the normal gravity value computed on the
 AD5794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5794.degrees latitude (g = 980.6199 gals.).
 AD5794
 AD5794.The modeled gravity was interpolated from observed gravity values.
 AD5794
 AD5794;                    North         East    Units  Estimated Accuracy
 AD5794;SPC FL E     -   293,040.      287,940.      MT  (+/- 180 meters Scaled)
 AD5794
 AD5794                          SUPERSEDED SURVEY CONTROL
 AD5794
 AD5794  NGVD 29 (09/01/92)    0.812  (m)            2.66   (f) ADJUSTED    2 1
 AD5794
 AD5794.Superseded values are not recommended for survey control.
 AD5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5794.See file dsdata.txt to determine how the superseded data were derived.
 AD5794
 AD5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK879840(NAD 83)
 AD5794_MARKER: DJ = TIDAL STATION DISK
 AD5794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5794_SP_SET: SEAWALL
 AD5794_STAMPING: NO 2 1972
 AD5794_MARK LOGO: NOS   
 AD5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5794+STABILITY: SURFACE MOTION
 AD5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5794+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AD5794
 AD5794  HISTORY     - Date     Condition        Report By
 AD5794  HISTORY     - 1972     MONUMENTED       NOS
 AD5794  HISTORY     - 1980     GOOD             FLDNR
 AD5794  HISTORY     - 1986     GOOD             FLDNR
 AD5794  HISTORY     - 19890819 GOOD             USPSQD
 AD5794  HISTORY     - 20031009 GOOD             USPSQD
 AD5794
 AD5794                          STATION DESCRIPTION
 AD5794
 AD5794'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5794'3.1 MI NW FROM TEQUESTA.
 AD5794'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5794'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5794'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5794'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5794'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5794'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5794'ROAD, GO NORTH 0.05 MILE ALONG SADDLEBACK TO 29 SADDLEBACK ROAD
 AD5794'(SHERMAN RESIDENCE) AND THE MARK.  THE MARK BEARS 3.2 FEET SOUTHWEST
 AD5794'OF THE SOUTHEAST CORNER OF THE SEAWALL BEHIND HOUSE, 31.6 FEET SOUTH
 AD5794'OF A SMALL PIER, AND 23.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AD5794'HOUSE.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5794
 AD5794                          STATION RECOVERY (1986)
 AD5794
 AD5794'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5794'RECOVERED IN GOOD CONDITION.
 AD5794
 AD5794                          STATION RECOVERY (1989)
 AD5794
 AD5794'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5794'RECOVERED IN GOOD CONDITION.
 AD5794
 AD5794                          STATION RECOVERY (2003)
 AD5794
 AD5794'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5797 ***********************************************************************
 AD5797  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5797  DESIGNATION -  872 2478 TIDAL 3
 AD5797  PID         -  AD5797
 AD5797  STATE/COUNTY-  FL/MARTIN
 AD5797  USGS QUAD   -  JUPITER (1983)
 AD5797
 AD5797                         *CURRENT SURVEY CONTROL
 AD5797  ___________________________________________________________________
 AD5797* NAD 83(1986)-  26 58 33.     (N)    080 06 51.     (W)     SCALED    
 AD5797* NAVD 88     -         1.570  (meters)       5.15   (feet)  ADJUSTED  
 AD5797  ___________________________________________________________________
 AD5797  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AD5797  DYNAMIC HT  -           1.568 (meters)       5.14  (feet)  COMP
 AD5797  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AD5797
 AD5797  VERT ORDER  -  SECOND    CLASS I
 AD5797
 AD5797.The horizontal coordinates were scaled from a topographic map and have
 AD5797.an estimated accuracy of +/- 6 seconds.
 AD5797
 AD5797.The orthometric height was determined by differential leveling
 AD5797.and adjusted by the National Geodetic Survey in June 1991..
 AD5797
 AD5797.This Tidal Bench Mark is designated as VM 5508
 AD5797.by the Center for Operational Oceanographic Products and Services.
 AD5797
 AD5797.The geoid height was determined by GEOID03.
 AD5797
 AD5797.The dynamic height is computed by dividing the NAVD 88
 AD5797.geopotential number by the normal gravity value computed on the
 AD5797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5797.degrees latitude (g = 980.6199 gals.).
 AD5797
 AD5797.The modeled gravity was interpolated from observed gravity values.
 AD5797
 AD5797;                    North         East    Units  Estimated Accuracy
 AD5797;SPC FL E     -   293,040.      287,940.      MT  (+/- 180 meters Scaled)
 AD5797
 AD5797                          SUPERSEDED SURVEY CONTROL
 AD5797
 AD5797  NGVD 29 (09/01/92)    2.027  (m)            6.65   (f) ADJUSTED    2 1
 AD5797
 AD5797.Superseded values are not recommended for survey control.
 AD5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5797.See file dsdata.txt to determine how the superseded data were derived.
 AD5797
 AD5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK879840(NAD 83)
 AD5797_MARKER: DJ = TIDAL STATION DISK
 AD5797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5797_SP_SET: CONCRETE CATCH BASIN
 AD5797_STAMPING: NO 3 1972
 AD5797_MARK LOGO: NOS   
 AD5797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5797+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AD5797
 AD5797  HISTORY     - Date     Condition        Report By
 AD5797  HISTORY     - 1972     MONUMENTED       NOS
 AD5797  HISTORY     - 1980     GOOD             FLDNR
 AD5797  HISTORY     - 1986     GOOD             FLDNR
 AD5797  HISTORY     - 19890819 GOOD             USPSQD
 AD5797  HISTORY     - 20031009 GOOD             USPSQD
 AD5797
 AD5797                          STATION DESCRIPTION
 AD5797
 AD5797'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5797'3.2 MI NW FROM TEQUESTA.
 AD5797'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5797'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5797'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5797'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5797'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5797'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5797'ROAD, GO NORTH 0.15 MILE ALONG SADDLEBACK ROAD TO TURTLE CREEK DRIVE
 AD5797'AND THE MARK.  THE MARK BEARS 20 FEET EAST OF SADDLEBACK ROAD
 AD5797'CENTERLINE AND 10.85 FEET NORTH OF A POWER POLE (6-7742-6640-0-1).
 AD5797'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5797
 AD5797                          STATION RECOVERY (1986)
 AD5797
 AD5797'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5797'RECOVERED IN GOOD CONDITION.
 AD5797
 AD5797                          STATION RECOVERY (1989)
 AD5797
 AD5797'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5797'RECOVERED IN GOOD CONDITION.
 AD5797
 AD5797                          STATION RECOVERY (2003)
 AD5797
 AD5797'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5796 ***********************************************************************
 AD5796  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5796  DESIGNATION -  872 2478 TIDAL 4
 AD5796  PID         -  AD5796
 AD5796  STATE/COUNTY-  FL/MARTIN
 AD5796  USGS QUAD   -  JUPITER (1983)
 AD5796
 AD5796                         *CURRENT SURVEY CONTROL
 AD5796  ___________________________________________________________________
 AD5796* NAD 83(1986)-  26 58 33.     (N)    080 06 51.     (W)     SCALED    
 AD5796* NAVD 88     -         1.673  (meters)       5.49   (feet)  ADJUSTED  
 AD5796  ___________________________________________________________________
 AD5796  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AD5796  DYNAMIC HT  -           1.670 (meters)       5.48  (feet)  COMP
 AD5796  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AD5796
 AD5796  VERT ORDER  -  SECOND    CLASS I
 AD5796
 AD5796.The horizontal coordinates were scaled from a topographic map and have
 AD5796.an estimated accuracy of +/- 6 seconds.
 AD5796
 AD5796.The orthometric height was determined by differential leveling
 AD5796.and adjusted by the National Geodetic Survey in June 1991..
 AD5796
 AD5796.This Tidal Bench Mark is designated as VM 5509
 AD5796.by the Center for Operational Oceanographic Products and Services.
 AD5796
 AD5796.The geoid height was determined by GEOID03.
 AD5796
 AD5796.The dynamic height is computed by dividing the NAVD 88
 AD5796.geopotential number by the normal gravity value computed on the
 AD5796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5796.degrees latitude (g = 980.6199 gals.).
 AD5796
 AD5796.The modeled gravity was interpolated from observed gravity values.
 AD5796
 AD5796;                    North         East    Units  Estimated Accuracy
 AD5796;SPC FL E     -   293,040.      287,940.      MT  (+/- 180 meters Scaled)
 AD5796
 AD5796                          SUPERSEDED SURVEY CONTROL
 AD5796
 AD5796  NGVD 29 (09/01/92)    2.131  (m)            6.99   (f) ADJUSTED    2 1
 AD5796
 AD5796.Superseded values are not recommended for survey control.
 AD5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5796.See file dsdata.txt to determine how the superseded data were derived.
 AD5796
 AD5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK879840(NAD 83)
 AD5796_MARKER: DJ = TIDAL STATION DISK
 AD5796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5796_SP_SET: CONCRETE CATCH BASIN
 AD5796_STAMPING: NO 4 1972
 AD5796_MARK LOGO: NOS   
 AD5796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5796+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AD5796
 AD5796  HISTORY     - Date     Condition        Report By
 AD5796  HISTORY     - 1972     MONUMENTED       NOS
 AD5796  HISTORY     - 1980     GOOD             FLDNR
 AD5796  HISTORY     - 1986     GOOD             FLDNR
 AD5796  HISTORY     - 19890819 GOOD             USPSQD
 AD5796  HISTORY     - 20031009 GOOD             USPSQD
 AD5796
 AD5796                          STATION DESCRIPTION
 AD5796
 AD5796'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5796'3.2 MI NW FROM TEQUESTA.
 AD5796'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5796'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5796'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5796'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5796'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5796'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5796'ROAD, GO NORTH 0.15 MILE ALONG SADDLEBACK ROAD TO TURTLE CREEK DRIVE
 AD5796'AND THE MARK.  THE MARK BEARS 24 FEET NORTH OF TURTLE CREEK DRIVE
 AD5796'CENTERLINE, 19 FEET WEST OF SADDLEBACK ROAD CENTERLINE, AND 37.5 FEET
 AD5796'WEST-NORTHWEST OF A POWER POLE (6-7742-6640-0-1).  RECOVERED AS
 AD5796'DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5796
 AD5796                          STATION RECOVERY (1986)
 AD5796
 AD5796'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5796'RECOVERED IN GOOD CONDITION.
 AD5796
 AD5796                          STATION RECOVERY (1989)
 AD5796
 AD5796'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5796'RECOVERED IN GOOD CONDITION.
 AD5796
 AD5796                          STATION RECOVERY (2003)
 AD5796
 AD5796'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5795 ***********************************************************************
 AD5795  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5795  DESIGNATION -  872 2478 TIDAL 5
 AD5795  PID         -  AD5795
 AD5795  STATE/COUNTY-  FL/MARTIN
 AD5795  USGS QUAD   -  JUPITER (1983)
 AD5795
 AD5795                         *CURRENT SURVEY CONTROL
 AD5795  ___________________________________________________________________
 AD5795* NAD 83(1986)-  26 58 33.     (N)    080 06 51.     (W)     SCALED    
 AD5795* NAVD 88     -         1.678  (meters)       5.51   (feet)  ADJUSTED  
 AD5795  ___________________________________________________________________
 AD5795  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AD5795  DYNAMIC HT  -           1.675 (meters)       5.50  (feet)  COMP
 AD5795  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AD5795
 AD5795  VERT ORDER  -  SECOND    CLASS I
 AD5795
 AD5795.The horizontal coordinates were scaled from a topographic map and have
 AD5795.an estimated accuracy of +/- 6 seconds.
 AD5795
 AD5795.The orthometric height was determined by differential leveling
 AD5795.and adjusted by the National Geodetic Survey in June 1991..
 AD5795
 AD5795.This Tidal Bench Mark is designated as VM 5510
 AD5795.by the Center for Operational Oceanographic Products and Services.
 AD5795
 AD5795.The geoid height was determined by GEOID03.
 AD5795
 AD5795.The dynamic height is computed by dividing the NAVD 88
 AD5795.geopotential number by the normal gravity value computed on the
 AD5795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5795.degrees latitude (g = 980.6199 gals.).
 AD5795
 AD5795.The modeled gravity was interpolated from observed gravity values.
 AD5795
 AD5795;                    North         East    Units  Estimated Accuracy
 AD5795;SPC FL E     -   293,040.      287,940.      MT  (+/- 180 meters Scaled)
 AD5795
 AD5795                          SUPERSEDED SURVEY CONTROL
 AD5795
 AD5795  NGVD 29 (09/01/92)    2.136  (m)            7.01   (f) ADJUSTED    2 1
 AD5795
 AD5795.Superseded values are not recommended for survey control.
 AD5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5795.See file dsdata.txt to determine how the superseded data were derived.
 AD5795
 AD5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK879840(NAD 83)
 AD5795_MARKER: DJ = TIDAL STATION DISK
 AD5795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5795_SP_SET: CONCRETE CATCH BASIN
 AD5795_STAMPING: NO 5 1972
 AD5795_MARK LOGO: NOS   
 AD5795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5795+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AD5795
 AD5795  HISTORY     - Date     Condition        Report By
 AD5795  HISTORY     - 1972     MONUMENTED       NOS
 AD5795  HISTORY     - 1980     GOOD             FLDNR
 AD5795  HISTORY     - 1986     GOOD             FLDNR
 AD5795  HISTORY     - 19890819 GOOD             USPSQD
 AD5795  HISTORY     - 20031009 GOOD             USPSQD
 AD5795
 AD5795                          STATION DESCRIPTION
 AD5795
 AD5795'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5795'3.2 MI NW FROM TEQUESTA.
 AD5795'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5795'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5795'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5795'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5795'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5795'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5795'ROAD, GO NORTH 0.15 MILE ALONG SADDLEBACK ROAD TO TURTLE CREEK DRIVE
 AD5795'AND THE MARK.  THE MARK BEARS 27 FEET SOUTH OF TURTLE CREEK DRIVE
 AD5795'CENTERLINE, 20 FEET WEST OF SADDLEBACK ROAD CENTERLINE, AND 56.9 FEET
 AD5795'SOUTHWEST OF POWER POLE (6-7742-6640-0-1).  RECOVERED AS DESCRIBED IN
 AD5795'NOS TIDAL DATA, QUAD 260801.
 AD5795
 AD5795                          STATION RECOVERY (1986)
 AD5795
 AD5795'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5795'RECOVERED IN GOOD CONDITION.
 AD5795
 AD5795                          STATION RECOVERY (1989)
 AD5795
 AD5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5795'RECOVERED IN GOOD CONDITION.
 AD5795
 AD5795                          STATION RECOVERY (2003)
 AD5795
 AD5795'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8081 ***********************************************************************
 AD8081  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8081  DESIGNATION -  872 2481 F TIDAL
 AD8081  PID         -  AD8081
 AD8081  STATE/COUNTY-  FL/PALM BEACH
 AD8081  USGS QUAD   -  JUPITER (1983)
 AD8081
 AD8081                         *CURRENT SURVEY CONTROL
 AD8081  ___________________________________________________________________
 AD8081* NAD 83(1986)-  26 58 11.     (N)    080 07 13.     (W)     SCALED    
 AD8081* NAVD 88     -         1.875  (meters)       6.15   (feet)  ADJUSTED  
 AD8081  ___________________________________________________________________
 AD8081  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD8081  DYNAMIC HT  -           1.872 (meters)       6.14  (feet)  COMP
 AD8081  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AD8081
 AD8081  VERT ORDER  -  SECOND    CLASS I
 AD8081
 AD8081.The horizontal coordinates were scaled from a topographic map and have
 AD8081.an estimated accuracy of +/- 6 seconds.
 AD8081
 AD8081.The orthometric height was determined by differential leveling
 AD8081.and adjusted by the National Geodetic Survey in September 1996..
 AD8081
 AD8081.This Tidal Bench Mark is designated as VM 5519
 AD8081.by the Center for Operational Oceanographic Products and Services.
 AD8081
 AD8081.The geoid height was determined by GEOID03.
 AD8081
 AD8081.The dynamic height is computed by dividing the NAVD 88
 AD8081.geopotential number by the normal gravity value computed on the
 AD8081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8081.degrees latitude (g = 980.6199 gals.).
 AD8081
 AD8081.The modeled gravity was interpolated from observed gravity values.
 AD8081
 AD8081;                    North         East    Units  Estimated Accuracy
 AD8081;SPC FL E     -   292,350.      287,340.      MT  (+/- 180 meters Scaled)
 AD8081
 AD8081                          SUPERSEDED SURVEY CONTROL
 AD8081
 AD8081  NGVD 29 (09/01/92)    2.335  (m)            7.66   (f) ADJUSTED    2 1
 AD8081
 AD8081.Superseded values are not recommended for survey control.
 AD8081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8081.See file dsdata.txt to determine how the superseded data were derived.
 AD8081
 AD8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873833(NAD 83)
 AD8081_MARKER: DJ = TIDAL STATION DISK
 AD8081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8081_SP_SET: BOX DRAIN
 AD8081_STAMPING: 2481 F 1986
 AD8081_MARK LOGO: NOS   
 AD8081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8081
 AD8081  HISTORY     - Date     Condition        Report By
 AD8081  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8081  HISTORY     - 19950115 GOOD             USPSQD
 AD8081  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8081  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8081
 AD8081                          STATION DESCRIPTION
 AD8081
 AD8081'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8081'2.1 MI WNW FROM TEQUESTA.
 AD8081'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8081'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8081'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8081'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8081'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8081'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8081'OF RIVER DRIVE AND THE MARK.  THE MARK IS SET IN THE NORHTWEST CORNER
 AD8081'OF THE RESIDENCE AT 284 RIVER DRIVE.  THE MARK IS SET IN THE
 AD8081'NORTHEAST CORNER OF A BOX DRAIN.  THE MARK BEARS 80.0 FEET
 AD8081'SOUTH-SOUTHEAST OF THE CENTERLINE OF FAIRWAY NORTH AND 14.7 FEET
 AD8081'EAST-NORTHEAST OF THE CENTERLINE OF RIVER DRIVE.
 AD8081
 AD8081                          STATION RECOVERY (1995)
 AD8081
 AD8081'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8081'RECOVERED IN GOOD CONDITION.
 AD8081
 AD8081                          STATION RECOVERY (2002)
 AD8081
 AD8081'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8081'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8081' 
 AD8081
 AD8081                          STATION RECOVERY (2003)
 AD8081
 AD8081'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8081' 
 AD8081' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8082 ***********************************************************************
 AD8082  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8082  DESIGNATION -  872 2481 G TIDAL
 AD8082  PID         -  AD8082
 AD8082  STATE/COUNTY-  FL/PALM BEACH
 AD8082  USGS QUAD   -  JUPITER (1983)
 AD8082
 AD8082                         *CURRENT SURVEY CONTROL
 AD8082  ___________________________________________________________________
 AD8082* NAD 83(1986)-  26 58 12.     (N)    080 07 14.     (W)     SCALED    
 AD8082* NAVD 88     -         1.760  (meters)       5.77   (feet)  ADJUSTED  
 AD8082  ___________________________________________________________________
 AD8082  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD8082  DYNAMIC HT  -           1.757 (meters)       5.76  (feet)  COMP
 AD8082  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AD8082
 AD8082  VERT ORDER  -  SECOND    CLASS I
 AD8082
 AD8082.The horizontal coordinates were scaled from a topographic map and have
 AD8082.an estimated accuracy of +/- 6 seconds.
 AD8082
 AD8082.The orthometric height was determined by differential leveling
 AD8082.and adjusted by the National Geodetic Survey in September 1996..
 AD8082
 AD8082.This Tidal Bench Mark is designated as VM 5518
 AD8082.by the Center for Operational Oceanographic Products and Services.
 AD8082
 AD8082.The geoid height was determined by GEOID03.
 AD8082
 AD8082.The dynamic height is computed by dividing the NAVD 88
 AD8082.geopotential number by the normal gravity value computed on the
 AD8082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8082.degrees latitude (g = 980.6199 gals.).
 AD8082
 AD8082.The modeled gravity was interpolated from observed gravity values.
 AD8082
 AD8082;                    North         East    Units  Estimated Accuracy
 AD8082;SPC FL E     -   292,380.      287,310.      MT  (+/- 180 meters Scaled)
 AD8082
 AD8082                          SUPERSEDED SURVEY CONTROL
 AD8082
 AD8082  NGVD 29 (09/01/92)    2.220  (m)            7.28   (f) ADJUSTED    2 1
 AD8082
 AD8082.Superseded values are not recommended for survey control.
 AD8082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8082.See file dsdata.txt to determine how the superseded data were derived.
 AD8082
 AD8082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK872834(NAD 83)
 AD8082_MARKER: DJ = TIDAL STATION DISK
 AD8082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8082_SP_SET: BOX DRAIN
 AD8082_STAMPING: 2481 G 1986
 AD8082_MARK LOGO: NOS   
 AD8082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8082
 AD8082  HISTORY     - Date     Condition        Report By
 AD8082  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8082  HISTORY     - 19950115 GOOD             USPSQD
 AD8082  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8082  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8082  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8082
 AD8082                          STATION DESCRIPTION
 AD8082
 AD8082'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8082'2.1 MI WNW FROM TEQUESTA.
 AD8082'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8082'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8082'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8082'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8082'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8082'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8082'OF RIVER DRIVE AND THE MARK.  THE MARK IS SET IN THE SOUTHWEST CORNER
 AD8082'OF THE RESIDENCE AT 288 RIVER DRIVE.  THE MARK IS SET IN THE NORTH
 AD8082'CORNER OF A BOX DRAIN.  THE MARK BEARS 35.5 FEET NORTH-NORTHWEST OF
 AD8082'THE CENTERLINE OF FAIRWAY NORTH, 17.0 FEET NORTHEAST OF THE
 AD8082'CENTERLINE OF RIVER DRIVE, AND 115.5 FEET NORTH-NORTHWEST OF TIDAL
 AD8082'BENCH 2481 F 1986.
 AD8082
 AD8082                          STATION RECOVERY (1995)
 AD8082
 AD8082'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8082'RECOVERED IN GOOD CONDITION.
 AD8082
 AD8082                          STATION RECOVERY (2002)
 AD8082
 AD8082'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8082'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8082' 
 AD8082
 AD8082                          STATION RECOVERY (2003)
 AD8082
 AD8082'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8082' 
 AD8082' 
 AD8082
 AD8082                          STATION RECOVERY (2005)
 AD8082
 AD8082'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8082'MARK NOT FOUND  BOX DRAIN HAS BEEN REPLACED.
 AD8082' 
 AD8082' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8087 ***********************************************************************
 AD8087  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8087  DESIGNATION -  872 2481 H TIDAL
 AD8087  PID         -  AD8087
 AD8087  STATE/COUNTY-  FL/PALM BEACH
 AD8087  USGS QUAD   -  JUPITER (1983)
 AD8087
 AD8087                         *CURRENT SURVEY CONTROL
 AD8087  ___________________________________________________________________
 AD8087* NAD 83(1986)-  26 58 12.     (N)    080 07 05.     (W)     SCALED    
 AD8087* NAVD 88     -         1.496  (meters)       4.91   (feet)  ADJUSTED  
 AD8087  ___________________________________________________________________
 AD8087  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AD8087  DYNAMIC HT  -           1.493 (meters)       4.90  (feet)  COMP
 AD8087  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 AD8087
 AD8087  VERT ORDER  -  SECOND    CLASS I
 AD8087
 AD8087.The horizontal coordinates were scaled from a topographic map and have
 AD8087.an estimated accuracy of +/- 6 seconds.
 AD8087
 AD8087.The orthometric height was determined by differential leveling
 AD8087.and adjusted by the National Geodetic Survey in September 1996..
 AD8087
 AD8087.This Tidal Bench Mark is designated as VM 5517
 AD8087.by the Center for Operational Oceanographic Products and Services.
 AD8087
 AD8087.The geoid height was determined by GEOID03.
 AD8087
 AD8087.The dynamic height is computed by dividing the NAVD 88
 AD8087.geopotential number by the normal gravity value computed on the
 AD8087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8087.degrees latitude (g = 980.6199 gals.).
 AD8087
 AD8087.The modeled gravity was interpolated from observed gravity values.
 AD8087
 AD8087;                    North         East    Units  Estimated Accuracy
 AD8087;SPC FL E     -   292,390.      287,560.      MT  (+/- 180 meters Scaled)
 AD8087
 AD8087                          SUPERSEDED SURVEY CONTROL
 AD8087
 AD8087  NGVD 29 (09/01/92)    1.956  (m)            6.42   (f) ADJUSTED    2 1
 AD8087
 AD8087.Superseded values are not recommended for survey control.
 AD8087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8087.See file dsdata.txt to determine how the superseded data were derived.
 AD8087
 AD8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK875834(NAD 83)
 AD8087_MARKER: DJ = TIDAL STATION DISK
 AD8087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8087_SP_SET: BOX DRAIN
 AD8087_STAMPING: 2481 H 1986
 AD8087_MARK LOGO: NOS   
 AD8087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8087
 AD8087  HISTORY     - Date     Condition        Report By
 AD8087  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8087  HISTORY     - 19950115 GOOD             USPSQD
 AD8087  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8087  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD8087  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8087
 AD8087                          STATION DESCRIPTION
 AD8087
 AD8087'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8087'1.9 MI WNW FROM TEQUESTA.
 AD8087'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8087'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8087'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8087'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8087'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8087'FAIRWAY NORTH, GO 0.1 MILE WEST ALONG FAIRWAY NORTH TO THE MARK.  THE
 AD8087'MARK IS SET BETWEEN THE RESIDENCE AT 326 AND 330 FAIRWAY NORTH.  THE
 AD8087'MARK IS SET IN THE SOUTHWEST CORNER OF A BOX DRAIN.  THE MARK BEARS
 AD8087'11.0 FEET NORTH OF THE CENTERLINE OF FAIRWAY NORTH.
 AD8087
 AD8087                          STATION RECOVERY (1995)
 AD8087
 AD8087'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8087'RECOVERED IN GOOD CONDITION.
 AD8087
 AD8087                          STATION RECOVERY (2002)
 AD8087
 AD8087'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8087'BOX DRAIN REPLACED IN YR. 2000.
 AD8087' 
 AD8087
 AD8087                          STATION RECOVERY (2003)
 AD8087
 AD8087'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8087' 
 AD8087' 
 AD8087
 AD8087                          STATION RECOVERY (2005)
 AD8087
 AD8087'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8087'MARK NOT FOUND  BOX DRAIN HAS BEEN REPLACED.
 AD8087' 
 AD8087' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8086 ***********************************************************************
 AD8086  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8086  DESIGNATION -  872 2481 J TIDAL
 AD8086  PID         -  AD8086
 AD8086  STATE/COUNTY-  FL/PALM BEACH
 AD8086  USGS QUAD   -  JUPITER (1983)
 AD8086
 AD8086                         *CURRENT SURVEY CONTROL
 AD8086  ___________________________________________________________________
 AD8086* NAD 83(1986)-  26 58 12.     (N)    080 06 57.     (W)     SCALED    
 AD8086* NAVD 88     -         1.811  (meters)       5.94   (feet)  ADJUSTED  
 AD8086  ___________________________________________________________________
 AD8086  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AD8086  DYNAMIC HT  -           1.808 (meters)       5.93  (feet)  COMP
 AD8086  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 AD8086
 AD8086  VERT ORDER  -  SECOND    CLASS I
 AD8086
 AD8086.The horizontal coordinates were scaled from a topographic map and have
 AD8086.an estimated accuracy of +/- 6 seconds.
 AD8086
 AD8086.The orthometric height was determined by differential leveling
 AD8086.and adjusted by the National Geodetic Survey in September 1996..
 AD8086
 AD8086.This Tidal Bench Mark is designated as VM 5516
 AD8086.by the Center for Operational Oceanographic Products and Services.
 AD8086
 AD8086.The geoid height was determined by GEOID03.
 AD8086
 AD8086.The dynamic height is computed by dividing the NAVD 88
 AD8086.geopotential number by the normal gravity value computed on the
 AD8086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8086.degrees latitude (g = 980.6199 gals.).
 AD8086
 AD8086.The modeled gravity was interpolated from observed gravity values.
 AD8086
 AD8086;                    North         East    Units  Estimated Accuracy
 AD8086;SPC FL E     -   292,390.      287,780.      MT  (+/- 180 meters Scaled)
 AD8086
 AD8086                          SUPERSEDED SURVEY CONTROL
 AD8086
 AD8086  NGVD 29 (09/01/92)    2.271  (m)            7.45   (f) ADJUSTED    2 1
 AD8086
 AD8086.Superseded values are not recommended for survey control.
 AD8086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8086.See file dsdata.txt to determine how the superseded data were derived.
 AD8086
 AD8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK877834(NAD 83)
 AD8086_MARKER: DJ = TIDAL STATION DISK
 AD8086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8086_SP_SET: BOX DRAIN
 AD8086_STAMPING: 2481 J 1986
 AD8086_MARK LOGO: NOS   
 AD8086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8086
 AD8086  HISTORY     - Date     Condition        Report By
 AD8086  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8086  HISTORY     - 20000628 MARK NOT FOUND   USPSQD
 AD8086  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8086  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD8086  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8086
 AD8086                          STATION DESCRIPTION
 AD8086
 AD8086'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8086'1.8 MI WNW FROM TEQUESTA.
 AD8086'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8086'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8086'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8086'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8086'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8086'FAIRWAY NORTH AND THE MARK.  THE MARK IS SET IN THE NORTHEAST CORNER
 AD8086'OF THE RESIDENCE AT 310 FAIRWAY NORTH.  THE MARK IS SET IN THE EAST
 AD8086'END OF A BOX DRAIN.  THE MARK BEARS 26.9 FEET WEST OF THE CENTERLINE
 AD8086'OF NORTH PLACE AND 31.7 FEET NORTH OF THE CENTERLINE OF FAIRWAY
 AD8086'NORTH.
 AD8086
 AD8086                          STATION RECOVERY (2000)
 AD8086
 AD8086'RECOVERY NOTE BY US POWER SQUADRON 2000 (HAH)
 AD8086'MARK NOT FOUND.
 AD8086
 AD8086                          STATION RECOVERY (2002)
 AD8086
 AD8086'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8086'BOX DRAIN REPLACED IN YR. 2000.
 AD8086' 
 AD8086
 AD8086                          STATION RECOVERY (2003)
 AD8086
 AD8086'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8086' 
 AD8086' 
 AD8086
 AD8086                          STATION RECOVERY (2005)
 AD8086
 AD8086'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8086'MARK NOT FOUND  BOX DRAIN HAS BEEN REPLACED.
 AD8086' 
 AD8086' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8083 ***********************************************************************
 AD8083  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8083  DESIGNATION -  872 2481 K TIDAL
 AD8083  PID         -  AD8083
 AD8083  STATE/COUNTY-  FL/PALM BEACH
 AD8083  USGS QUAD   -  JUPITER (1983)
 AD8083
 AD8083                         *CURRENT SURVEY CONTROL
 AD8083  ___________________________________________________________________
 AD8083* NAD 83(1986)-  26 58 15.     (N)    080 07 28.     (W)     SCALED    
 AD8083* NAVD 88     -         1.541  (meters)       5.06   (feet)  ADJUSTED  
 AD8083  ___________________________________________________________________
 AD8083  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AD8083  DYNAMIC HT  -           1.538 (meters)       5.05  (feet)  COMP
 AD8083  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AD8083
 AD8083  VERT ORDER  -  SECOND    CLASS I
 AD8083
 AD8083.The horizontal coordinates were scaled from a topographic map and have
 AD8083.an estimated accuracy of +/- 6 seconds.
 AD8083
 AD8083.The orthometric height was determined by differential leveling
 AD8083.and adjusted by the National Geodetic Survey in September 1996..
 AD8083
 AD8083.This Tidal Bench Mark is designated as VM 5520
 AD8083.by the Center for Operational Oceanographic Products and Services.
 AD8083
 AD8083.The geoid height was determined by GEOID03.
 AD8083
 AD8083.The dynamic height is computed by dividing the NAVD 88
 AD8083.geopotential number by the normal gravity value computed on the
 AD8083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8083.degrees latitude (g = 980.6199 gals.).
 AD8083
 AD8083.The modeled gravity was interpolated from observed gravity values.
 AD8083
 AD8083;                    North         East    Units  Estimated Accuracy
 AD8083;SPC FL E     -   292,470.      286,920.      MT  (+/- 180 meters Scaled)
 AD8083
 AD8083                          SUPERSEDED SURVEY CONTROL
 AD8083
 AD8083  NGVD 29 (09/01/92)    2.002  (m)            6.57   (f) ADJUSTED    2 1
 AD8083
 AD8083.Superseded values are not recommended for survey control.
 AD8083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8083.See file dsdata.txt to determine how the superseded data were derived.
 AD8083
 AD8083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868835(NAD 83)
 AD8083_MARKER: DJ = TIDAL STATION DISK
 AD8083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8083_SP_SET: STAINLESS STEEL ROD
 AD8083_STAMPING: 2481 K 1986
 AD8083_MARK LOGO: NOS   
 AD8083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8083
 AD8083  HISTORY     - Date     Condition        Report By
 AD8083  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8083  HISTORY     - 19950115 GOOD             USPSQD
 AD8083  HISTORY     - 20020819 GOOD             USPSQD
 AD8083  HISTORY     - 20030909 GOOD             USPSQD
 AD8083
 AD8083                          STATION DESCRIPTION
 AD8083
 AD8083'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8083'2.3 MI WNW FROM TEQUESTA.
 AD8083'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8083'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8083'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8083'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8083'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8083'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8083'OF RIVER DRIVE, GO 03.  MILE NORTHWEST ALONG RIVER DRIVE TO ITS END
 AD8083'AND THE MARK.  THE MARK IS SET BETWEEN THE RESIDENCE AT 347 AND 352
 AD8083'RIVER DRIVE.  THE MARK BEARS 4.1 FEET WEST-NORTHWEST OF THE WEST EDGE
 AD8083'OF THE PAVEMENT FOR RIVER DRIVE, 4.8 FEET SOUTHEAST OF A POWER POLE,
 AD8083'AND 4.0 FEET EAST-NORTHEAST OF THE NORTH END OF A BRICK WALL AT THE
 AD8083'ENTRANCE TO THE RESIDENCE AT 347 RIVER DRIVE.
 AD8083
 AD8083                          STATION RECOVERY (1995)
 AD8083
 AD8083'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8083'RECOVERED IN GOOD CONDITION.
 AD8083
 AD8083                          STATION RECOVERY (2002)
 AD8083
 AD8083'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8083'RECOVERED IN GOOD CONDITION.
 AD8083
 AD8083                          STATION RECOVERY (2003)
 AD8083
 AD8083'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8083' 
 AD8083' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6235 ***********************************************************************
 AD6235  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6235  DESIGNATION -  872 2481 TIDAL 1
 AD6235  PID         -  AD6235
 AD6235  STATE/COUNTY-  FL/PALM BEACH
 AD6235  USGS QUAD   -  ROOD (1983)
 AD6235
 AD6235                         *CURRENT SURVEY CONTROL
 AD6235  ___________________________________________________________________
 AD6235* NAD 83(1986)-  26 58 11.     (N)    080 07 31.     (W)     SCALED    
 AD6235* NAVD 88     -         0.639  (meters)       2.10   (feet)  ADJUSTED  
 AD6235  ___________________________________________________________________
 AD6235  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6235  DYNAMIC HT  -           0.638 (meters)       2.09  (feet)  COMP
 AD6235  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AD6235
 AD6235  VERT ORDER  -  SECOND    CLASS I
 AD6235
 AD6235.The horizontal coordinates were scaled from a topographic map and have
 AD6235.an estimated accuracy of +/- 6 seconds.
 AD6235
 AD6235.The orthometric height was determined by differential leveling
 AD6235.and adjusted by the National Geodetic Survey in June 1991..
 AD6235
 AD6235.This Tidal Bench Mark is designated as VM 5511
 AD6235.by the Center for Operational Oceanographic Products and Services.
 AD6235
 AD6235.The geoid height was determined by GEOID03.
 AD6235
 AD6235.The dynamic height is computed by dividing the NAVD 88
 AD6235.geopotential number by the normal gravity value computed on the
 AD6235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6235.degrees latitude (g = 980.6199 gals.).
 AD6235
 AD6235.The modeled gravity was interpolated from observed gravity values.
 AD6235
 AD6235;                    North         East    Units  Estimated Accuracy
 AD6235;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6235
 AD6235                          SUPERSEDED SURVEY CONTROL
 AD6235
 AD6235  NGVD 29 (09/01/92)    1.098  (m)            3.60   (f) ADJUSTED    2 1
 AD6235
 AD6235.Superseded values are not recommended for survey control.
 AD6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6235.See file dsdata.txt to determine how the superseded data were derived.
 AD6235
 AD6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6235_MARKER: DJ = TIDAL STATION DISK
 AD6235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6235_SP_SET: CONCRETE SEAWALL
 AD6235_STAMPING: NO 1 1972
 AD6235_MARK LOGO: NOS   
 AD6235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6235+STABILITY: SURFACE MOTION
 AD6235
 AD6235  HISTORY     - Date     Condition        Report By
 AD6235  HISTORY     - 1972     MONUMENTED       NOS
 AD6235  HISTORY     - 1980     GOOD             FLDNR
 AD6235  HISTORY     - 1986     GOOD             FLDNR
 AD6235  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6235  HISTORY     - 19890819 MARK NOT FOUND   USPSQD
 AD6235  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6235
 AD6235                          STATION DESCRIPTION
 AD6235
 AD6235'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6235'2.3 MI WNW FROM TEQUESTA.
 AD6235'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6235'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6235'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6235'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6235'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6235'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6235'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6235'ROAD, AND THE MARK.  THE MARK BEARS 61.8 FEET WEST OF THE SOUTHWEST
 AD6235'CORNER OF THE CRAWFORD HOUSE, AND 55 FEET WEST OF THE CENTER END OF
 AD6235'THE WOOD PIER.
 AD6235
 AD6235                          STATION RECOVERY (1986)
 AD6235
 AD6235'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6235'RECOVERED IN GOOD CONDITION.
 AD6235
 AD6235                          STATION RECOVERY (1989)
 AD6235
 AD6235'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6235'MARK NOT FOUND.
 AD6235
 AD6235                          STATION RECOVERY (1989)
 AD6235
 AD6235'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6235'MARK NOT FOUND.
 AD6235
 AD6235                          STATION RECOVERY (2005)
 AD6235
 AD6235'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6235'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6235' 
 AD6235' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6234 ***********************************************************************
 AD6234  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6234  DESIGNATION -  872 2481 TIDAL 2
 AD6234  PID         -  AD6234
 AD6234  STATE/COUNTY-  FL/PALM BEACH
 AD6234  USGS QUAD   -  ROOD (1983)
 AD6234
 AD6234                         *CURRENT SURVEY CONTROL
 AD6234  ___________________________________________________________________
 AD6234* NAD 83(1986)-  26 58 11.     (N)    080 07 31.     (W)     SCALED    
 AD6234* NAVD 88     -         0.497  (meters)       1.63   (feet)  ADJUSTED  
 AD6234  ___________________________________________________________________
 AD6234  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6234  DYNAMIC HT  -           0.497 (meters)       1.63  (feet)  COMP
 AD6234  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AD6234
 AD6234  VERT ORDER  -  SECOND    CLASS I
 AD6234
 AD6234.The horizontal coordinates were scaled from a topographic map and have
 AD6234.an estimated accuracy of +/- 6 seconds.
 AD6234
 AD6234.The orthometric height was determined by differential leveling
 AD6234.and adjusted by the National Geodetic Survey in June 1991..
 AD6234
 AD6234.This Tidal Bench Mark is designated as VM 5512
 AD6234.by the Center for Operational Oceanographic Products and Services.
 AD6234
 AD6234.The geoid height was determined by GEOID03.
 AD6234
 AD6234.The dynamic height is computed by dividing the NAVD 88
 AD6234.geopotential number by the normal gravity value computed on the
 AD6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6234.degrees latitude (g = 980.6199 gals.).
 AD6234
 AD6234.The modeled gravity was interpolated from observed gravity values.
 AD6234
 AD6234;                    North         East    Units  Estimated Accuracy
 AD6234;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6234
 AD6234                          SUPERSEDED SURVEY CONTROL
 AD6234
 AD6234  NGVD 29 (09/01/92)    0.956  (m)            3.14   (f) ADJUSTED    2 1
 AD6234
 AD6234.Superseded values are not recommended for survey control.
 AD6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6234.See file dsdata.txt to determine how the superseded data were derived.
 AD6234
 AD6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6234_MARKER: DJ = TIDAL STATION DISK
 AD6234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6234_SP_SET: CONCRETE SEAWALL
 AD6234_STAMPING: NO 2 1972
 AD6234_MARK LOGO: NOS   
 AD6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6234+STABILITY: SURFACE MOTION
 AD6234
 AD6234  HISTORY     - Date     Condition        Report By
 AD6234  HISTORY     - 1972     MONUMENTED       NOS
 AD6234  HISTORY     - 1980     GOOD             FLDNR
 AD6234  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6234  HISTORY     - 19890819 MARK NOT FOUND   USPSQD
 AD6234  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6234
 AD6234                          STATION DESCRIPTION
 AD6234
 AD6234'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6234'2.3 MI WNW FROM TEQUESTA.
 AD6234'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6234'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6234'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6234'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6234'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6234'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6234'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6234'ROAD, AND THE MARK.  THE MARK BEARS 91.3 FEET WEST OF THE WEST SIDE OF
 AD6234'THE GARAGE, AND 32.9 FEET WEST-NORTHWEST OF A LARGE RUBBER TREE.
 AD6234
 AD6234                          STATION RECOVERY (1989)
 AD6234
 AD6234'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6234'MARK NOT FOUND.
 AD6234
 AD6234                          STATION RECOVERY (1989)
 AD6234
 AD6234'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6234'MARK NOT FOUND.
 AD6234
 AD6234                          STATION RECOVERY (2005)
 AD6234
 AD6234'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6234'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6234' 
 AD6234' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6233 ***********************************************************************
 AD6233  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6233  DESIGNATION -  872 2481 TIDAL 3
 AD6233  PID         -  AD6233
 AD6233  STATE/COUNTY-  FL/PALM BEACH
 AD6233  USGS QUAD   -  ROOD (1983)
 AD6233
 AD6233                         *CURRENT SURVEY CONTROL
 AD6233  ___________________________________________________________________
 AD6233* NAD 83(1986)-  26 58 11.     (N)    080 07 31.     (W)     SCALED    
 AD6233* NAVD 88     -         0.575  (meters)       1.89   (feet)  ADJUSTED  
 AD6233  ___________________________________________________________________
 AD6233  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6233  DYNAMIC HT  -           0.574 (meters)       1.88  (feet)  COMP
 AD6233  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AD6233
 AD6233  VERT ORDER  -  SECOND    CLASS I
 AD6233
 AD6233.The horizontal coordinates were scaled from a topographic map and have
 AD6233.an estimated accuracy of +/- 6 seconds.
 AD6233
 AD6233.The orthometric height was determined by differential leveling
 AD6233.and adjusted by the National Geodetic Survey in June 1991..
 AD6233
 AD6233.This Tidal Bench Mark is designated as VM 5513
 AD6233.by the Center for Operational Oceanographic Products and Services.
 AD6233
 AD6233.The geoid height was determined by GEOID03.
 AD6233
 AD6233.The dynamic height is computed by dividing the NAVD 88
 AD6233.geopotential number by the normal gravity value computed on the
 AD6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6233.degrees latitude (g = 980.6199 gals.).
 AD6233
 AD6233.The modeled gravity was interpolated from observed gravity values.
 AD6233
 AD6233;                    North         East    Units  Estimated Accuracy
 AD6233;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6233
 AD6233                          SUPERSEDED SURVEY CONTROL
 AD6233
 AD6233  NGVD 29 (09/01/92)    1.033  (m)            3.39   (f) ADJUSTED    2 1
 AD6233
 AD6233.Superseded values are not recommended for survey control.
 AD6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6233.See file dsdata.txt to determine how the superseded data were derived.
 AD6233
 AD6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6233_MARKER: DJ = TIDAL STATION DISK
 AD6233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6233_SP_SET: CONCRETE SEAWALL
 AD6233_STAMPING: NO 3 1972
 AD6233_MARK LOGO: NOS   
 AD6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6233+STABILITY: SURFACE MOTION
 AD6233
 AD6233  HISTORY     - Date     Condition        Report By
 AD6233  HISTORY     - 1972     MONUMENTED       NOS
 AD6233  HISTORY     - 1980     GOOD             FLDNR
 AD6233  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6233  HISTORY     - 19890819 MARK NOT FOUND   USPSQD
 AD6233  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6233
 AD6233                          STATION DESCRIPTION
 AD6233
 AD6233'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6233'2.3 MI WNW FROM TEQUESTA.
 AD6233'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6233'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6233'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6233'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6233'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6233'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6233'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6233'ROAD, AND THE MARK.  THE MARK BEARS 61.4 FEET WEST-NORTHWEST OF THE
 AD6233'NORTHWEST CORNER OF THE GUEST HOUSE.
 AD6233
 AD6233                          STATION RECOVERY (1989)
 AD6233
 AD6233'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6233'MARK NOT FOUND.
 AD6233
 AD6233                          STATION RECOVERY (1989)
 AD6233
 AD6233'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6233'MARK NOT FOUND.
 AD6233
 AD6233                          STATION RECOVERY (2005)
 AD6233
 AD6233'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6233'MARK NOT FOUND
 AD6233' 
 AD6233' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6232 ***********************************************************************
 AD6232  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6232  DESIGNATION -  872 2481 TIDAL 4
 AD6232  PID         -  AD6232
 AD6232  STATE/COUNTY-  FL/PALM BEACH
 AD6232  USGS QUAD   -  ROOD (1983)
 AD6232
 AD6232                         *CURRENT SURVEY CONTROL
 AD6232  ___________________________________________________________________
 AD6232* NAD 83(1986)-  26 58 11.     (N)    080 07 31.     (W)     SCALED    
 AD6232* NAVD 88     -         0.596  (meters)       1.96   (feet)  ADJUSTED  
 AD6232  ___________________________________________________________________
 AD6232  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6232  DYNAMIC HT  -           0.595 (meters)       1.95  (feet)  COMP
 AD6232  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AD6232
 AD6232  VERT ORDER  -  SECOND    CLASS I
 AD6232
 AD6232.The horizontal coordinates were scaled from a topographic map and have
 AD6232.an estimated accuracy of +/- 6 seconds.
 AD6232
 AD6232.The orthometric height was determined by differential leveling
 AD6232.and adjusted by the National Geodetic Survey in September 1996..
 AD6232
 AD6232.This Tidal Bench Mark is designated as VM 5514
 AD6232.by the Center for Operational Oceanographic Products and Services.
 AD6232
 AD6232.The geoid height was determined by GEOID03.
 AD6232
 AD6232.The dynamic height is computed by dividing the NAVD 88
 AD6232.geopotential number by the normal gravity value computed on the
 AD6232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6232.degrees latitude (g = 980.6199 gals.).
 AD6232
 AD6232.The modeled gravity was interpolated from observed gravity values.
 AD6232
 AD6232;                    North         East    Units  Estimated Accuracy
 AD6232;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6232
 AD6232                          SUPERSEDED SURVEY CONTROL
 AD6232
 AD6232  NAVD 88 (06/15/91)    0.599  (m)            1.97   (f) UNKNOWN     2 1
 AD6232  NGVD 29 (09/01/92)    1.056  (m)            3.46   (f) ADJUSTED    2 1
 AD6232
 AD6232.Superseded values are not recommended for survey control.
 AD6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6232.See file dsdata.txt to determine how the superseded data were derived.
 AD6232
 AD6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6232_MARKER: DJ = TIDAL STATION DISK
 AD6232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6232_SP_SET: CONCRETE SEAWALL
 AD6232_STAMPING: NO 4 1972
 AD6232_MARK LOGO: NOS   
 AD6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6232+STABILITY: SURFACE MOTION
 AD6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6232+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6232
 AD6232  HISTORY     - Date     Condition        Report By
 AD6232  HISTORY     - 1972     MONUMENTED       NOS
 AD6232  HISTORY     - 1980     GOOD             FLDNR
 AD6232  HISTORY     - 1986     GOOD             FLDNR
 AD6232  HISTORY     - 1989     GOOD             USPSQD
 AD6232  HISTORY     - 19890819 GOOD             USPSQD
 AD6232  HISTORY     - 19950115 GOOD             USPSQD
 AD6232  HISTORY     - 19950307 GOOD             USPSQD
 AD6232  HISTORY     - 20020819 GOOD             USPSQD
 AD6232  HISTORY     - 20030909 GOOD             USPSQD
 AD6232  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6232
 AD6232                          STATION DESCRIPTION
 AD6232
 AD6232'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6232'2.3 MI WNW FROM TEQUESTA.
 AD6232'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6232'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6232'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6232'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6232'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6232'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6232'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6232'ROAD, AND THE MARK.  THE MARK BEARS 89 FEET NORTHWEST OF THE NORTHWEST
 AD6232'CORNER OF THE GUEST HOUSE.
 AD6232
 AD6232                          STATION RECOVERY (1986)
 AD6232
 AD6232'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1989)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1989)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1995)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1995)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (2002)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (2003)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6232' 
 AD6232' 
 AD6232
 AD6232                          STATION RECOVERY (2005)
 AD6232
 AD6232'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6232'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6232' 
 AD6232' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6231 ***********************************************************************
 AD6231  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6231  DESIGNATION -  872 2481 TIDAL 5
 AD6231  PID         -  AD6231
 AD6231  STATE/COUNTY-  FL/PALM BEACH
 AD6231  USGS QUAD   -  ROOD (1983)
 AD6231
 AD6231                         *CURRENT SURVEY CONTROL
 AD6231  ___________________________________________________________________
 AD6231* NAD 83(1986)-  26 58 11.     (N)    080 07 31.     (W)     SCALED    
 AD6231* NAVD 88     -         0.590  (meters)       1.94   (feet)  ADJUSTED  
 AD6231  ___________________________________________________________________
 AD6231  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AD6231  DYNAMIC HT  -           0.589 (meters)       1.93  (feet)  COMP
 AD6231  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AD6231
 AD6231  VERT ORDER  -  SECOND    CLASS I
 AD6231
 AD6231.The horizontal coordinates were scaled from a topographic map and have
 AD6231.an estimated accuracy of +/- 6 seconds.
 AD6231
 AD6231.The orthometric height was determined by differential leveling
 AD6231.and adjusted by the National Geodetic Survey in September 1996..
 AD6231
 AD6231.This Tidal Bench Mark is designated as VM 5515
 AD6231.by the Center for Operational Oceanographic Products and Services.
 AD6231
 AD6231.The geoid height was determined by GEOID03.
 AD6231
 AD6231.The dynamic height is computed by dividing the NAVD 88
 AD6231.geopotential number by the normal gravity value computed on the
 AD6231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6231.degrees latitude (g = 980.6199 gals.).
 AD6231
 AD6231.The modeled gravity was interpolated from observed gravity values.
 AD6231
 AD6231;                    North         East    Units  Estimated Accuracy
 AD6231;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6231
 AD6231                          SUPERSEDED SURVEY CONTROL
 AD6231
 AD6231  NAVD 88 (06/15/91)    0.596  (m)            1.96   (f) UNKNOWN     2 1
 AD6231  NGVD 29 (09/01/92)    1.052  (m)            3.45   (f) ADJUSTED    2 1
 AD6231
 AD6231.Superseded values are not recommended for survey control.
 AD6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6231.See file dsdata.txt to determine how the superseded data were derived.
 AD6231
 AD6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6231_MARKER: DJ = TIDAL STATION DISK
 AD6231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6231_SP_SET: CONCRETE SEAWALL
 AD6231_STAMPING: NO 5 1972
 AD6231_MARK LOGO: NOS   
 AD6231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6231+STABILITY: SURFACE MOTION
 AD6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6231+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6231
 AD6231  HISTORY     - Date     Condition        Report By
 AD6231  HISTORY     - 1972     MONUMENTED       NOS
 AD6231  HISTORY     - 1980     GOOD             FLDNR
 AD6231  HISTORY     - 1986     GOOD             FLDNR
 AD6231  HISTORY     - 1989     GOOD             USPSQD
 AD6231  HISTORY     - 19890819 GOOD             USPSQD
 AD6231  HISTORY     - 19950115 GOOD             USPSQD
 AD6231  HISTORY     - 19950307 GOOD             USPSQD
 AD6231  HISTORY     - 20020819 GOOD             USPSQD
 AD6231  HISTORY     - 20030909 GOOD             USPSQD
 AD6231  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6231
 AD6231                          STATION DESCRIPTION
 AD6231
 AD6231'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6231'2.3 MI WNW FROM TEQUESTA.
 AD6231'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6231'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6231'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6231'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6231'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6231'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6231'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6231'ROAD, AND THE MARK.  THE MARK BEARS 33.4 FEET SOUTH OF THE NORTH END
 AD6231'OF THE SEAWALL, AND 17 FEET SOUTH OF THE CENTER END OF A WOOD FINGER
 AD6231'PIER.
 AD6231
 AD6231                          STATION RECOVERY (1986)
 AD6231
 AD6231'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1989)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1989)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1995)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1995)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (2002)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (2003)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6231' 
 AD6231' 
 AD6231
 AD6231                          STATION RECOVERY (2005)
 AD6231
 AD6231'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6231'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6231' 
 AD6231' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6230 ***********************************************************************
 AD6230  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6230  DESIGNATION -  872 2482 D TIDAL
 AD6230  PID         -  AD6230
 AD6230  STATE/COUNTY-  FL/PALM BEACH
 AD6230  USGS QUAD   -  JUPITER (1983)
 AD6230
 AD6230                         *CURRENT SURVEY CONTROL
 AD6230  ___________________________________________________________________
 AD6230* NAD 83(1986)-  26 57 59.     (N)    080 07 10.     (W)     SCALED    
 AD6230* NAVD 88     -         2.812  (meters)       9.23   (feet)  ADJUSTED  
 AD6230  ___________________________________________________________________
 AD6230  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AD6230  DYNAMIC HT  -           2.808 (meters)       9.21  (feet)  COMP
 AD6230  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 AD6230
 AD6230  VERT ORDER  -  SECOND    CLASS I
 AD6230
 AD6230.The horizontal coordinates were scaled from a topographic map and have
 AD6230.an estimated accuracy of +/- 6 seconds.
 AD6230
 AD6230.The orthometric height was determined by differential leveling
 AD6230.and adjusted by the National Geodetic Survey in June 1991..
 AD6230
 AD6230.This Tidal Bench Mark is designated as VM 10750
 AD6230.by the Center for Operational Oceanographic Products and Services.
 AD6230
 AD6230.The geoid height was determined by GEOID03.
 AD6230
 AD6230.The dynamic height is computed by dividing the NAVD 88
 AD6230.geopotential number by the normal gravity value computed on the
 AD6230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6230.degrees latitude (g = 980.6199 gals.).
 AD6230
 AD6230.The modeled gravity was interpolated from observed gravity values.
 AD6230
 AD6230;                    North         East    Units  Estimated Accuracy
 AD6230;SPC FL E     -   291,990.      287,420.      MT  (+/- 180 meters Scaled)
 AD6230
 AD6230                          SUPERSEDED SURVEY CONTROL
 AD6230
 AD6230  NGVD 29 (09/01/92)    3.271  (m)           10.73   (f) ADJUSTED    2 1
 AD6230
 AD6230.Superseded values are not recommended for survey control.
 AD6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6230.See file dsdata.txt to determine how the superseded data were derived.
 AD6230
 AD6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873830(NAD 83)
 AD6230_MARKER: DB = BENCH MARK DISK
 AD6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6230_SP_SET: CONCRETE POST
 AD6230_STAMPING: 2482 D 1981 BSM
 AD6230_MARK LOGO: FLDNR 
 AD6230_PROJECTION: RECESSED 13 CENTIMETERS
 AD6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6230+STABILITY: SURFACE MOTION
 AD6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6230+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6230
 AD6230  HISTORY     - Date     Condition        Report By
 AD6230  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6230  HISTORY     - 1986     GOOD             FLDNR
 AD6230  HISTORY     - 19890815 GOOD             USPSQD
 AD6230  HISTORY     - 19950114 GOOD             USPSQD
 AD6230  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6230  HISTORY     - 20020819 GOOD             USPSQD
 AD6230  HISTORY     - 20030909 GOOD             USPSQD
 AD6230
 AD6230                          STATION DESCRIPTION
 AD6230
 AD6230'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6230'1.7 MI WNW FROM TEQUESTA.
 AD6230'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1, GO 1.6
 AD6230'MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF COUNTRY CLUB ROAD,
 AD6230'GO 1.1 MILES NORTH AND WEST ON COUNTRY CLUB ROAD TO THE JUNCTION OF
 AD6230'NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY), GO
 AD6230'SOUTH 0.05 MILE ON NORTH PLACE TO ITS JUNCTION WITH FAIRWAY NORTH, GO
 AD6230'WEST 0.3 MILE ON FAIRWAY NORTH TO ITS JUNCTION WITH RIVER ROAD, GO
 AD6230'SOUTH 0.3 MILE ON RIVER ROAD TO THE MARK LOCATION.  THE MARK BEARS
 AD6230'32.0 FEET SOUTHWEST OF THE CENTERLINE OF RIVER DRIVE, 19.5 FEET
 AD6230'SOUTHWEST OF THE MAILBOX AT 227 RIVER DRIVE, 26.4 FEET SOUTHEAST OF
 AD6230'THE CENTER OF A CONCRETE WALK IN A SMALL PARK, 7.0 FEET
 AD6230'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARKING AREA FOR THE
 AD6230'PARK, 2 FEET NORTH-NORTHWEST OF THE NORTHEAST EDGE OF A 5-FOOT HIGH
 AD6230'HEDGE, 52.0 FEET WEST OF THE INTERSECTION OF VIEW PLACE AND RIVER
 AD6230'ROAD, AND 1.1 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AD6230
 AD6230                          STATION RECOVERY (1986)
 AD6230
 AD6230'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6230'RECOVERED IN GOOD CONDITION.
 AD6230
 AD6230                          STATION RECOVERY (1989)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6230'RECOVERED IN GOOD CONDITION.
 AD6230
 AD6230                          STATION RECOVERY (1995)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6230'RECOVERED IN GOOD CONDITION.
 AD6230
 AD6230                          STATION RECOVERY (1995)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6230'MARK NOT FOUND.
 AD6230
 AD6230                          STATION RECOVERY (2002)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6230'STAMPING ON MARK IS 2482 E NOT 2482 D. 5-FOOT HIGH HEDGE GONE. MARK IS
 AD6230'16.4 FEET (NOT 26.4 FEET) SOUTHEAST OF CENTER OF CONCRETE WALK.
 AD6230' 
 AD6230
 AD6230                          STATION RECOVERY (2003)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6230' 
 AD6230' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6229 ***********************************************************************
 AD6229  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6229  DESIGNATION -  872 2482 E TIDAL
 AD6229  PID         -  AD6229
 AD6229  STATE/COUNTY-  FL/PALM BEACH
 AD6229  USGS QUAD   -  JUPITER (1983)
 AD6229
 AD6229                         *CURRENT SURVEY CONTROL
 AD6229  ___________________________________________________________________
 AD6229* NAD 83(1986)-  26 57 59.     (N)    080 07 11.     (W)     SCALED    
 AD6229* NAVD 88     -         2.334  (meters)       7.66   (feet)  ADJUSTED  
 AD6229  ___________________________________________________________________
 AD6229  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AD6229  DYNAMIC HT  -           2.331 (meters)       7.65  (feet)  COMP
 AD6229  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AD6229
 AD6229  VERT ORDER  -  SECOND    CLASS I
 AD6229
 AD6229.The horizontal coordinates were scaled from a topographic map and have
 AD6229.an estimated accuracy of +/- 6 seconds.
 AD6229
 AD6229.The orthometric height was determined by differential leveling
 AD6229.and adjusted by the National Geodetic Survey in June 1991..
 AD6229
 AD6229.This Tidal Bench Mark is designated as VM 10751
 AD6229.by the Center for Operational Oceanographic Products and Services.
 AD6229
 AD6229.The geoid height was determined by GEOID03.
 AD6229
 AD6229.The dynamic height is computed by dividing the NAVD 88
 AD6229.geopotential number by the normal gravity value computed on the
 AD6229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6229.degrees latitude (g = 980.6199 gals.).
 AD6229
 AD6229.The modeled gravity was interpolated from observed gravity values.
 AD6229
 AD6229;                    North         East    Units  Estimated Accuracy
 AD6229;SPC FL E     -   291,990.      287,400.      MT  (+/- 180 meters Scaled)
 AD6229
 AD6229                          SUPERSEDED SURVEY CONTROL
 AD6229
 AD6229  NGVD 29 (09/01/92)    2.793  (m)            9.16   (f) ADJUSTED    2 1
 AD6229
 AD6229.Superseded values are not recommended for survey control.
 AD6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6229.See file dsdata.txt to determine how the superseded data were derived.
 AD6229
 AD6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873830(NAD 83)
 AD6229_MARKER: DB = BENCH MARK DISK
 AD6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6229_SP_SET: CONCRETE POST
 AD6229_STAMPING: 2482 E 1981 BSM
 AD6229_MARK LOGO: FLDNR 
 AD6229_PROJECTION: RECESSED 3 CENTIMETERS
 AD6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6229+STABILITY: SURFACE MOTION
 AD6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6229+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6229
 AD6229  HISTORY     - Date     Condition        Report By
 AD6229  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6229  HISTORY     - 1986     GOOD             FLDNR
 AD6229  HISTORY     - 19890815 GOOD             USPSQD
 AD6229  HISTORY     - 19950114 GOOD             USPSQD
 AD6229  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6229  HISTORY     - 20020819 GOOD             USPSQD
 AD6229  HISTORY     - 20030909 GOOD             USPSQD
 AD6229
 AD6229                          STATION DESCRIPTION
 AD6229
 AD6229'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6229'1.7 MI WNW FROM TEQUESTA.
 AD6229'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1, GO 1.6
 AD6229'MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF COUNTRY CLUB ROAD,
 AD6229'GO 1.1 MILES NORTH AND WEST ON COUNTRY CLUB ROAD TO THE JUNCTION OF
 AD6229'NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY), GO
 AD6229'SOUTH 0.05 MILE ON NORTH PLACE TO ITS JUNCTION WITH FAIRWAY NORTH, GO
 AD6229'WEST 0.3 MILE ON FAIRWAY NORTH TO ITS JUNCTION WITH RIVER ROAD, GO
 AD6229'SOUTH 0.3 MILE ON RIVER ROAD TO THE MARK LOCATION.  THE MARK BEARS
 AD6229'133.0 FEET SOUTHWEST OF THE CENTERLINE OF RIVER ROAD, 27.6 FEET
 AD6229'SOUTHEAST OF THE CENTERLINE OF A CONCRETE WALK IN A SMALL PARK, 17.2
 AD6229'FEET SOUTHEAST OF THE SOUTHEAST END OF A PARK BENCH, 1.6 FEET
 AD6229'NORTH-NORTHWEST OF THE NORTHWEST EDGE OF A 5-FOOT HIGH HEDGE, AND 1.1
 AD6229'FEET NORTH-NORTHWEST OF A WITNESS POST.
 AD6229
 AD6229                          STATION RECOVERY (1986)
 AD6229
 AD6229'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6229'RECOVERED IN GOOD CONDITION.
 AD6229
 AD6229                          STATION RECOVERY (1989)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6229'RECOVERED IN GOOD CONDITION.
 AD6229
 AD6229                          STATION RECOVERY (1995)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6229'RECOVERED IN GOOD CONDITION.
 AD6229
 AD6229                          STATION RECOVERY (1995)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6229'MARK NOT FOUND.
 AD6229
 AD6229                          STATION RECOVERY (2002)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6229'STAMPING ON MARK IS 2482 D NOT 2482 E.
 AD6229' 
 AD6229
 AD6229                          STATION RECOVERY (2003)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6229'HEDGE REMOVED. MARK IS 3.7 FEET NNW OF FOUR FOOT HIGH GREEN CHAIN LINK
 AD6229'FENSE.
 AD6229' 
 AD6229' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8084 ***********************************************************************
 AD8084  DESIGNATION -  872 2482 F TIDAL
 AD8084  PID         -  AD8084
 AD8084  STATE/COUNTY-  FL/PALM BEACH
 AD8084  USGS QUAD   -  JUPITER (1983)
 AD8084
 AD8084                         *CURRENT SURVEY CONTROL
 AD8084  ___________________________________________________________________
 AD8084* NAD 83(1986)-  26 57 38.     (N)    080 07 04.     (W)     SCALED    
 AD8084* NAVD 88     -         1.579  (meters)       5.18   (feet)  ADJUSTED  
 AD8084  ___________________________________________________________________
 AD8084  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AD8084  DYNAMIC HT  -           1.576 (meters)       5.17  (feet)  COMP
 AD8084  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 AD8084
 AD8084  VERT ORDER  -  SECOND    CLASS I
 AD8084
 AD8084.The horizontal coordinates were scaled from a topographic map and have
 AD8084.an estimated accuracy of +/- 6 seconds.
 AD8084
 AD8084.The orthometric height was determined by differential leveling
 AD8084.and adjusted by the National Geodetic Survey in September 1996..
 AD8084
 AD8084.The geoid height was determined by GEOID03.
 AD8084
 AD8084.The dynamic height is computed by dividing the NAVD 88
 AD8084.geopotential number by the normal gravity value computed on the
 AD8084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8084.degrees latitude (g = 980.6199 gals.).
 AD8084
 AD8084.The modeled gravity was interpolated from observed gravity values.
 AD8084
 AD8084;                    North         East    Units  Estimated Accuracy
 AD8084;SPC FL E     -   291,340.      287,590.      MT  (+/- 180 meters Scaled)
 AD8084
 AD8084                          SUPERSEDED SURVEY CONTROL
 AD8084
 AD8084  NGVD 29 (09/01/92)    2.038  (m)            6.69   (f) ADJUSTED    2 1
 AD8084
 AD8084.Superseded values are not recommended for survey control.
 AD8084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8084.See file dsdata.txt to determine how the superseded data were derived.
 AD8084
 AD8084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK875823(NAD 83)
 AD8084_MARKER: DJ = TIDAL STATION DISK
 AD8084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8084_SP_SET: BOX DRAIN
 AD8084_STAMPING: 2482 F 1986
 AD8084_MARK LOGO: NOS   
 AD8084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8084
 AD8084  HISTORY     - Date     Condition        Report By
 AD8084  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8084  HISTORY     - 19950114 GOOD             USPSQD
 AD8084  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8084  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8084
 AD8084                          STATION DESCRIPTION
 AD8084
 AD8084'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8084'1.5 MI WNW FROM TEQUESTA.
 AD8084'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8084'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8084'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8084'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8084'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8084'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8084'OF RIVER DRIVE, GO 0.55 MILE SOUTH ALONG RIVER DRIVE TO THE NORTH
 AD8084'JUNCTION OF RIVER DRIVE WITH POINT CIRCLE AND THE MARK.  THE MARK IS
 AD8084'SET BETWEEN THE RESIDENCE AT 142 RIVER DRIVE AND 150 RIVER DRIVE.
 AD8084'THE MARK IS SET IN THE SOUTHWEST CORNER OF A BOX DRAIN.  THE MARK
 AD8084'BEARS 12.3 FEET EAST-NORTHEAST OF THE CENTERLINE OF RIVER DRIVE.
 AD8084
 AD8084                          STATION RECOVERY (1995)
 AD8084
 AD8084'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8084'RECOVERED IN GOOD CONDITION.
 AD8084
 AD8084                          STATION RECOVERY (2002)
 AD8084
 AD8084'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8084'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8084' 
 AD8084
 AD8084                          STATION RECOVERY (2003)
 AD8084
 AD8084'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8084' 
 AD8084' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8085 ***********************************************************************
 AD8085  DESIGNATION -  872 2482 G TIDAL
 AD8085  PID         -  AD8085
 AD8085  STATE/COUNTY-  FL/PALM BEACH
 AD8085  USGS QUAD   -  JUPITER (1983)
 AD8085
 AD8085                         *CURRENT SURVEY CONTROL
 AD8085  ___________________________________________________________________
 AD8085* NAD 83(1986)-  26 57 39.     (N)    080 07 07.     (W)     SCALED    
 AD8085* NAVD 88     -         1.556  (meters)       5.11   (feet)  ADJUSTED  
 AD8085  ___________________________________________________________________
 AD8085  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AD8085  DYNAMIC HT  -           1.554 (meters)       5.10  (feet)  COMP
 AD8085  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AD8085
 AD8085  VERT ORDER  -  SECOND    CLASS I
 AD8085
 AD8085.The horizontal coordinates were scaled from a topographic map and have
 AD8085.an estimated accuracy of +/- 6 seconds.
 AD8085
 AD8085.The orthometric height was determined by differential leveling
 AD8085.and adjusted by the National Geodetic Survey in September 1996..
 AD8085
 AD8085.The geoid height was determined by GEOID03.
 AD8085
 AD8085.The dynamic height is computed by dividing the NAVD 88
 AD8085.geopotential number by the normal gravity value computed on the
 AD8085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8085.degrees latitude (g = 980.6199 gals.).
 AD8085
 AD8085.The modeled gravity was interpolated from observed gravity values.
 AD8085
 AD8085;                    North         East    Units  Estimated Accuracy
 AD8085;SPC FL E     -   291,370.      287,510.      MT  (+/- 180 meters Scaled)
 AD8085
 AD8085                          SUPERSEDED SURVEY CONTROL
 AD8085
 AD8085  NGVD 29 (09/01/92)    2.015  (m)            6.61   (f) ADJUSTED    2 1
 AD8085
 AD8085.Superseded values are not recommended for survey control.
 AD8085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8085.See file dsdata.txt to determine how the superseded data were derived.
 AD8085
 AD8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK874824(NAD 83)
 AD8085_MARKER: DJ = TIDAL STATION DISK
 AD8085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8085_SP_SET: BOX DRAIN
 AD8085_STAMPING: 2482 G 1986
 AD8085_MARK LOGO: NOS   
 AD8085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8085
 AD8085  HISTORY     - Date     Condition        Report By
 AD8085  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8085  HISTORY     - 19950114 GOOD             USPSQD
 AD8085  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8085  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8085
 AD8085                          STATION DESCRIPTION
 AD8085
 AD8085'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8085'1.5 MI WNW FROM TEQUESTA.
 AD8085'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8085'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8085'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8085'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8085'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8085'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8085'OF RIVER DRIVE, GO 0.55 MILE SOUTH ALONG RIVER DRIVE TO THE NORTH
 AD8085'JUNCTION OF RIVER DRIVE WITH POINT CIRCLE AND THE MARK.  THE MARK IS
 AD8085'SET BETWEEN THE RESIDENCE AT 163 RIVER DRIVE AND 155 POINT CIRCLE.
 AD8085'THE MARK IS SET IN THE SOUTHWEST CORNER OF A BOX DRAIN.  THE MARK
 AD8085'BEARS 18.3 FEET WEST NORTHWEST OF THE CENTERLINE OF POINT CIRCLE AND
 AD8085'173.3 FEET NORTHWEST OF TIDAL BENCH 2482 F 1986.
 AD8085
 AD8085                          STATION RECOVERY (1995)
 AD8085
 AD8085'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8085'RECOVERED IN GOOD CONDITION.
 AD8085
 AD8085                          STATION RECOVERY (2002)
 AD8085
 AD8085'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8085'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8085' 
 AD8085
 AD8085                          STATION RECOVERY (2003)
 AD8085
 AD8085'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8085' 
 AD8085' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6227 ***********************************************************************
 AD6227  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6227  DESIGNATION -  872 2482 TIDAL 1
 AD6227  PID         -  AD6227
 AD6227  STATE/COUNTY-  FL/PALM BEACH
 AD6227  USGS QUAD   -  JUPITER (1983)
 AD6227
 AD6227                         *CURRENT SURVEY CONTROL
 AD6227  ___________________________________________________________________
 AD6227* NAD 83(1986)-  26 57 57.     (N)    080 07 11.     (W)     SCALED    
 AD6227* NAVD 88     -         3.010  (meters)       9.88   (feet)  ADJUSTED  
 AD6227  ___________________________________________________________________
 AD6227  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AD6227  DYNAMIC HT  -           3.006 (meters)       9.86  (feet)  COMP
 AD6227  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AD6227
 AD6227  VERT ORDER  -  SECOND    CLASS I
 AD6227
 AD6227.The horizontal coordinates were scaled from a topographic map and have
 AD6227.an estimated accuracy of +/- 6 seconds.
 AD6227
 AD6227.The orthometric height was determined by differential leveling
 AD6227.and adjusted by the National Geodetic Survey in June 1991..
 AD6227
 AD6227.This Tidal Bench Mark is designated as VM 10748
 AD6227.by the Center for Operational Oceanographic Products and Services.
 AD6227
 AD6227.The geoid height was determined by GEOID03.
 AD6227
 AD6227.The dynamic height is computed by dividing the NAVD 88
 AD6227.geopotential number by the normal gravity value computed on the
 AD6227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6227.degrees latitude (g = 980.6199 gals.).
 AD6227
 AD6227.The modeled gravity was interpolated from observed gravity values.
 AD6227
 AD6227;                    North         East    Units  Estimated Accuracy
 AD6227;SPC FL E     -   291,920.      287,400.      MT  (+/- 180 meters Scaled)
 AD6227
 AD6227                          SUPERSEDED SURVEY CONTROL
 AD6227
 AD6227  NGVD 29 (09/01/92)    3.468  (m)           11.38   (f) ADJUSTED    2 1
 AD6227
 AD6227.Superseded values are not recommended for survey control.
 AD6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6227.See file dsdata.txt to determine how the superseded data were derived.
 AD6227
 AD6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873829(NAD 83)
 AD6227_MARKER: DJ = TIDAL STATION DISK
 AD6227_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD6227+WITH SETTING: PAVEMENT
 AD6227_SP_SET: CONCRETE PATIO
 AD6227_STAMPING: NO 1 1969
 AD6227_MARK LOGO: CGS   
 AD6227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6227+STABILITY: SURFACE MOTION
 AD6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6227+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6227
 AD6227  HISTORY     - Date     Condition        Report By
 AD6227  HISTORY     - 1969     MONUMENTED       CGS
 AD6227  HISTORY     - 1980     GOOD             FLDNR
 AD6227  HISTORY     - 1986     GOOD             FLDNR
 AD6227  HISTORY     - 19890815 GOOD             USPSQD
 AD6227  HISTORY     - 19950114 GOOD             USPSQD
 AD6227  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6227  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD6227  HISTORY     - 20020819 GOOD             USPSQD
 AD6227  HISTORY     - 20030909 GOOD             USPSQD
 AD6227
 AD6227                          STATION DESCRIPTION
 AD6227
 AD6227'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6227'1.7 MI WNW FROM TEQUESTA.
 AD6227'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6227'U.S. 1 IN TEQUESTA.  PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO
 AD6227'THE JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB
 AD6227'ROAD TO THE JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA
 AD6227'COUNTRY CLUB COMMUNITY), GO SOUTH 0.05 MILE ON NORTH PLACE TO ITS
 AD6227'JUNCTION WITH FAIRWAY NORTH, GO WEST 0.3 MILE ON FAIRWAY NORTH TO ITS
 AD6227'JUNCTION WITH RIVER ROAD, GO SOUTH ON RIVER ROAD 0.25 MILE TO THE
 AD6227'VALIER RESIDENCE AT 239 RIVER ROAD, AND THE MARK.  THE MARK IS SET
 AD6227'FLUSH IN THE NORTHWEST CORNER OF A CONCRETE PATIO ON THE NORTH SIDE OF
 AD6227'THE R.C. VALIER RESIDENCE.  THE MARK BEARS 23.5 FEET NORTHEAST OF THE
 AD6227'NORTHWEST CORNER OF THE HOUSE, 10 FEET NORTH OF THE NORTH WALL OF THE
 AD6227'HOUSE, AND 45 FEET WEST OF THE NORTHEAST CORNER OF THE HOUSE.
 AD6227
 AD6227                          STATION RECOVERY (1986)
 AD6227
 AD6227'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6227'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE RESIDENCE AT
 AD6227'239 RIVER ROAD IS NOW OCCUPIED BY THE COLLINS.
 AD6227
 AD6227                          STATION RECOVERY (1989)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6227'RECOVERED IN GOOD CONDITION.
 AD6227
 AD6227                          STATION RECOVERY (1995)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6227'RECOVERED IN GOOD CONDITION.
 AD6227
 AD6227                          STATION RECOVERY (1995)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6227'MARK NOT FOUND.
 AD6227
 AD6227                          STATION RECOVERY (2001)
 AD6227
 AD6227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD6227'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD6227
 AD6227                          STATION RECOVERY (2002)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6227'RECOVERED IN GOOD CONDITION.
 AD6227
 AD6227                          STATION RECOVERY (2003)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6227' 
 AD6227' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6228 ***********************************************************************
 AD6228  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6228  DESIGNATION -  872 2482 TIDAL 2 RESET
 AD6228  PID         -  AD6228
 AD6228  STATE/COUNTY-  FL/PALM BEACH
 AD6228  USGS QUAD   -  JUPITER (1983)
 AD6228
 AD6228                         *CURRENT SURVEY CONTROL
 AD6228  ___________________________________________________________________
 AD6228* NAD 83(1986)-  26 57 57.     (N)    080 07 11.     (W)     SCALED    
 AD6228* NAVD 88     -         2.878  (meters)       9.44   (feet)  ADJUSTED  
 AD6228  ___________________________________________________________________
 AD6228  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AD6228  DYNAMIC HT  -           2.874 (meters)       9.43  (feet)  COMP
 AD6228  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AD6228
 AD6228  VERT ORDER  -  SECOND    CLASS I
 AD6228
 AD6228.The horizontal coordinates were scaled from a topographic map and have
 AD6228.an estimated accuracy of +/- 6 seconds.
 AD6228
 AD6228.The orthometric height was determined by differential leveling
 AD6228.and adjusted by the National Geodetic Survey in June 1991..
 AD6228
 AD6228.This Tidal Bench Mark is designated as VM 10749
 AD6228.by the Center for Operational Oceanographic Products and Services.
 AD6228
 AD6228.The geoid height was determined by GEOID03.
 AD6228
 AD6228.The dynamic height is computed by dividing the NAVD 88
 AD6228.geopotential number by the normal gravity value computed on the
 AD6228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6228.degrees latitude (g = 980.6199 gals.).
 AD6228
 AD6228.The modeled gravity was interpolated from observed gravity values.
 AD6228
 AD6228;                    North         East    Units  Estimated Accuracy
 AD6228;SPC FL E     -   291,920.      287,400.      MT  (+/- 180 meters Scaled)
 AD6228
 AD6228                          SUPERSEDED SURVEY CONTROL
 AD6228
 AD6228  NGVD 29 (09/01/92)    3.337  (m)           10.95   (f) ADJUSTED    2 1
 AD6228
 AD6228.Superseded values are not recommended for survey control.
 AD6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6228.See file dsdata.txt to determine how the superseded data were derived.
 AD6228
 AD6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873829(NAD 83)
 AD6228_MARKER: DJ = TIDAL STATION DISK
 AD6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6228_SP_SET: CONCRETE POST
 AD6228_STAMPING: NOS NO 2 RESET 1977
 AD6228_MARK LOGO: NOS   
 AD6228_PROJECTION: FLUSH
 AD6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6228+STABILITY: SURFACE MOTION
 AD6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6228+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6228
 AD6228  HISTORY     - Date     Condition        Report By
 AD6228  HISTORY     - 1977     MONUMENTED       NOS
 AD6228  HISTORY     - 1981     GOOD             FLDNR
 AD6228  HISTORY     - 1986     GOOD             FLDNR
 AD6228  HISTORY     - 19890815 MARK NOT FOUND   USPSQD
 AD6228  HISTORY     - 19950114 MARK NOT FOUND   USPSQD
 AD6228  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6228  HISTORY     - 20020819 GOOD             USPSQD
 AD6228  HISTORY     - 20030909 GOOD             USPSQD
 AD6228
 AD6228                          STATION DESCRIPTION
 AD6228
 AD6228'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6228'1.7 MI WNW FROM TEQUESTA.
 AD6228'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6228'U.S. 1 IN TEQUESTA.  PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO
 AD6228'THE JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB
 AD6228'ROAD TO THE JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA
 AD6228'COUNTRY CLUB COMMUNITY), GO SOUTH 0.05 MILE ON NORTH PLACE TO ITS
 AD6228'JUNCTION WITH FAIRWAY NORTH, GO WEST 0.3 MILE ON FAIRWAY NORTH TO ITS
 AD6228'JUNCTION WITH RIVER ROAD, GO SOUTH ON RIVER ROAD 0.25 MILE TO THE
 AD6228'VALIER RESIDENCE AT 239 RIVER ROAD, AND THE MARK.  THE MARK IS SET IN
 AD6228'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND LEVEL.  THE
 AD6228'MARK BEARS 46.6 FEET SOUTHWEST OF THE RIVER ROAD CENTERLINE, 18 FEET
 AD6228'SOUTHWEST OF A POWER POLE (6-7741-4155-0-3), 27.9 FEET NORTHWEST OF
 AD6228'THE CENTER OF A CONCRETE WALKWAY, AND 1.3
 AD6228
 AD6228                          STATION RECOVERY (1986)
 AD6228
 AD6228'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6228'RECOVERED IN GOOD CONDITION.
 AD6228
 AD6228                          STATION RECOVERY (1989)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6228'MARK NOT FOUND.
 AD6228
 AD6228                          STATION RECOVERY (1995)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6228'MARK NOT FOUND.
 AD6228
 AD6228                          STATION RECOVERY (1995)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6228'MARK NOT FOUND.
 AD6228
 AD6228                          STATION RECOVERY (2002)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6228'CORRECT RESIDENCE ADDRESS IS 235 RIVER ROAD. MARK IS 30 FEET(NOT 27.9
 AD6228'FEET) NORTHWEST OF THE CENTER OF CONCRETE WALKWAY THAT IS THE ENTRANCE
 AD6228'TO NORTH VIEW PARK.  MARK IS 1.3 FEET SOUTHEAST OF A WITNESS POST.
 AD6228' 
 AD6228
 AD6228                          STATION RECOVERY (2003)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6228' 
 AD6228' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6226 ***********************************************************************
 AD6226  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6226  DESIGNATION -  872 2486 D TIDAL
 AD6226  PID         -  AD6226
 AD6226  STATE/COUNTY-  FL/PALM BEACH
 AD6226  USGS QUAD   -  JUPITER (1983)
 AD6226
 AD6226                         *CURRENT SURVEY CONTROL
 AD6226  ___________________________________________________________________
 AD6226* NAD 83(1986)-  26 57 29.     (N)    080 06 14.     (W)     SCALED    
 AD6226* NAVD 88     -         2.705  (meters)       8.87   (feet)  ADJUSTED  
 AD6226  ___________________________________________________________________
 AD6226  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AD6226  DYNAMIC HT  -           2.701 (meters)       8.86  (feet)  COMP
 AD6226  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AD6226
 AD6226  VERT ORDER  -  SECOND    CLASS I
 AD6226
 AD6226.The horizontal coordinates were scaled from a topographic map and have
 AD6226.an estimated accuracy of +/- 6 seconds.
 AD6226
 AD6226.The orthometric height was determined by differential leveling
 AD6226.and adjusted by the National Geodetic Survey in September 1996..
 AD6226
 AD6226.This Tidal Bench Mark is designated as VM 5524
 AD6226.by the Center for Operational Oceanographic Products and Services.
 AD6226
 AD6226.The geoid height was determined by GEOID03.
 AD6226
 AD6226.The dynamic height is computed by dividing the NAVD 88
 AD6226.geopotential number by the normal gravity value computed on the
 AD6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6226.degrees latitude (g = 980.6199 gals.).
 AD6226
 AD6226.The modeled gravity was interpolated from observed gravity values.
 AD6226
 AD6226;                    North         East    Units  Estimated Accuracy
 AD6226;SPC FL E     -   291,070.      288,970.      MT  (+/- 180 meters Scaled)
 AD6226
 AD6226                          SUPERSEDED SURVEY CONTROL
 AD6226
 AD6226  NAVD 88 (06/15/91)    2.710  (m)            8.89   (f) UNKNOWN     2 1
 AD6226  NGVD 29 (09/01/92)    3.165  (m)           10.38   (f) ADJUSTED    2 1
 AD6226
 AD6226.Superseded values are not recommended for survey control.
 AD6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6226.See file dsdata.txt to determine how the superseded data were derived.
 AD6226
 AD6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK889821(NAD 83)
 AD6226_MARKER: DB = BENCH MARK DISK
 AD6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6226_SP_SET: CONCRETE POST
 AD6226_STAMPING: 2486 D 1981 BSM
 AD6226_MARK LOGO: FLDNR 
 AD6226_PROJECTION: RECESSED 5 CENTIMETERS
 AD6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6226+STABILITY: SURFACE MOTION
 AD6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6226+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 AD6226
 AD6226  HISTORY     - Date     Condition        Report By
 AD6226  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6226  HISTORY     - 1986     GOOD             FLDNR
 AD6226  HISTORY     - 19890808 GOOD             USPSQD
 AD6226  HISTORY     - 19940725 GOOD             USPSQD
 AD6226  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6226  HISTORY     - 20010331 GOOD             NGS
 AD6226  HISTORY     - 20020812 GOOD             USPSQD
 AD6226  HISTORY     - 20030908 GOOD             USPSQD
 AD6226
 AD6226                          STATION DESCRIPTION
 AD6226
 AD6226'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6226'1.2 MI WEST FROM TEQUESTA.
 AD6226'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1, GO 1.2
 AD6226'MILES WEST ALONG TEQUESTA DRIVE TO THE BRIDGE OVER THE NORTH FORK OF
 AD6226'THE LOXAHATCHEE RIVER AND THE MARK.  THE MARK BEARS 22.3 FEET SOUTH OF
 AD6226'THE CENTERLINE OF TEQUESTA DRIVE, 69.8 FEET WEST OF THE SOUTHWEST
 AD6226'CORNER OF THE BRIDGE, 2.7 FEET SOUTH OF THE SOUTH EDGE OF A BIKE PATH,
 AD6226'1.1 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WESTERNMOST CONCRETE
 AD6226'POST OF A STEEL GUARDRAIL, AND 1.6 FEET SOUTH OF A WITNESS POST.
 AD6226
 AD6226                          STATION RECOVERY (1986)
 AD6226
 AD6226'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6226'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK STAMPING
 AD6226'IS -2486 D 1981 BSM- NOT -2486 E 1981 BSM-.
 AD6226
 AD6226                          STATION RECOVERY (1989)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6226'RECOVERED IN GOOD CONDITION.
 AD6226
 AD6226                          STATION RECOVERY (1994)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6226'RECOVERED IN GOOD CONDITION.
 AD6226
 AD6226                          STATION RECOVERY (1995)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6226'MARK NOT FOUND.
 AD6226
 AD6226                          STATION RECOVERY (2001)
 AD6226
 AD6226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD6226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD6226
 AD6226                          STATION RECOVERY (2002)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6226'MARK IS 1.6 FEET NORTH (NOT SOUTH) OF WITNESS POST AND IS 3 INCHES
 AD6226'BELOW GRADE.
 AD6226' 
 AD6226
 AD6226                          STATION RECOVERY (2003)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6226' 
 AD6226' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2982 ***********************************************************************
 AD2982  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2982  DESIGNATION -  872 2486 TIDAL BOOTHE 3
 AD2982  PID         -  AD2982
 AD2982  STATE/COUNTY-  FL/PALM BEACH
 AD2982  USGS QUAD   -  JUPITER (1983)
 AD2982
 AD2982                         *CURRENT SURVEY CONTROL
 AD2982  ___________________________________________________________________
 AD2982* NAD 83(1986)-  26 57 29.     (N)    080 06 15.     (W)     SCALED    
 AD2982* NAVD 88     -         0.897  (meters)       2.94   (feet)  ADJUSTED  
 AD2982  ___________________________________________________________________
 AD2982  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AD2982  DYNAMIC HT  -           0.895 (meters)       2.94  (feet)  COMP
 AD2982  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AD2982
 AD2982  VERT ORDER  -  SECOND    CLASS 0
 AD2982
 AD2982.The horizontal coordinates were scaled from a topographic map and have
 AD2982.an estimated accuracy of +/- 6 seconds.
 AD2982
 AD2982.The orthometric height was determined by differential leveling
 AD2982.and adjusted by the National Geodetic Survey in June 1991..
 AD2982
 AD2982.This Tidal Bench Mark is designated as VM 5523
 AD2982.by the Center for Operational Oceanographic Products and Services.
 AD2982
 AD2982.The geoid height was determined by GEOID03.
 AD2982
 AD2982.The dynamic height is computed by dividing the NAVD 88
 AD2982.geopotential number by the normal gravity value computed on the
 AD2982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2982.degrees latitude (g = 980.6199 gals.).
 AD2982
 AD2982.The modeled gravity was interpolated from observed gravity values.
 AD2982
 AD2982;                    North         East    Units  Estimated Accuracy
 AD2982;SPC FL E     -   291,070.      288,950.      MT  (+/- 180 meters Scaled)
 AD2982
 AD2982                          SUPERSEDED SURVEY CONTROL
 AD2982
 AD2982  NGVD 29 (09/01/92)    1.355  (m)            4.45   (f) ADJUSTED    2 0
 AD2982
 AD2982.Superseded values are not recommended for survey control.
 AD2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2982.See file dsdata.txt to determine how the superseded data were derived.
 AD2982
 AD2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK889821(NAD 83)
 AD2982_MARKER: DJ = TIDAL STATION DISK
 AD2982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2982_SP_SET: BRIDGE WINGWALL
 AD2982_STAMPING: BOOTHE NO 3 1968
 AD2982_MARK LOGO: CGS   
 AD2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2982+STABILITY: SURFACE MOTION
 AD2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2982+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 AD2982
 AD2982  HISTORY     - Date     Condition        Report By
 AD2982  HISTORY     - 1968     MONUMENTED       CGS
 AD2982  HISTORY     - 1970     GOOD             NGS
 AD2982  HISTORY     - 1972     GOOD             NGS
 AD2982  HISTORY     - 1980     GOOD             FLDNR
 AD2982  HISTORY     - 1980     GOOD             FLDNR
 AD2982  HISTORY     - 1981     GOOD             FLDNR
 AD2982  HISTORY     - 1986     GOOD             FLDNR
 AD2982  HISTORY     - 19890808 GOOD             USPSQD
 AD2982  HISTORY     - 19940725 GOOD             USPSQD
 AD2982  HISTORY     - 20010331 GOOD             NGS
 AD2982  HISTORY     - 20020812 GOOD             USPSQD
 AD2982  HISTORY     - 20030908 GOOD             USPSQD
 AD2982
 AD2982                          STATION DESCRIPTION
 AD2982
 AD2982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2982'AT TEQUESTA.
 AD2982'AT TEQUESTA, ABOUT 1.3 MILE WEST ALONG TEQUESTA DRIVE FROM THE
 AD2982'JUNCTION OF U.S. HIGHWAY 1, SET IN THE TOP OF THE WING WALL AT
 AD2982'THE NORTHWEST CORNER OF THE TEQUESTA DRIVE BRIDGE OVER THE
 AD2982'NORTH FORK OF THE LOXAHATCHEE RIVER, 30 FEET NORTHWEST OF THE
 AD2982'SOUTHWEST CORNER OF THE WEST CONCRETE GUARD RAIL POST, 25.5 FEET
 AD2982'NORTH OF THE NORTH CURB OF THE DRIVE, 9 FEET EAST OF THE WEST
 AD2982'END OF THE WING WALL AND 8 FEET BELOW THE LEVEL OF THE DRIVE.
 AD2982
 AD2982                          STATION RECOVERY (1972)
 AD2982
 AD2982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2982'RECOVERED IN GOOD CONDITION.
 AD2982
 AD2982                          STATION RECOVERY (1980)
 AD2982
 AD2982'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2982'RECOVERED IN GOOD CONDITION.
 AD2982
 AD2982                          STATION RECOVERY (1980)
 AD2982
 AD2982'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2982'RECOVERED IN GOOD CONDITION.
 AD2982
 AD2982                          STATION RECOVERY (1981)
 AD2982
 AD2982'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2982'RECOVERED IN GOOD CONDITION.
 AD2982
 AD2982                          STATION RECOVERY (1986)
 AD2982
 AD2982'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2982'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  DELETE THIS MARK FROM
 AD2982'TIDE STATION 872 2482.
 AD2982
 AD2982                          STATION RECOVERY (1989)
 AD2982
 AD2982'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2982'RECOVERED IN GOOD CONDITION.
 AD2982
 AD2982                          STATION RECOVERY (1994)
 AD2982
 AD2982'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2982'RECOVERED IN GOOD CONDITION.
 AD2982
 AD2982                          STATION RECOVERY (2001)
 AD2982
 AD2982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2982'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2982
 AD2982                          STATION RECOVERY (2002)
 AD2982
 AD2982'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2982'RECOVERED IN GOOD CONDITION.
 AD2982
 AD2982                          STATION RECOVERY (2003)
 AD2982
 AD2982'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2982' 
 AD2982' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2983 ***********************************************************************
 AD2983  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2983  DESIGNATION -  872 2486 TIDAL BOOTHE 2
 AD2983  PID         -  AD2983
 AD2983  STATE/COUNTY-  FL/PALM BEACH
 AD2983  USGS QUAD   -  JUPITER (1983)
 AD2983
 AD2983                         *CURRENT SURVEY CONTROL
 AD2983  ___________________________________________________________________
 AD2983* NAD 83(1986)-  26 57 33.     (N)    080 06 16.     (W)     SCALED    
 AD2983* NAVD 88     -         0.641  (meters)       2.10   (feet)  ADJUSTED  
 AD2983  ___________________________________________________________________
 AD2983  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AD2983  DYNAMIC HT  -           0.641 (meters)       2.10  (feet)  COMP
 AD2983  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AD2983
 AD2983  VERT ORDER  -  SECOND    CLASS 0
 AD2983
 AD2983.The horizontal coordinates were scaled from a topographic map and have
 AD2983.an estimated accuracy of +/- 6 seconds.
 AD2983
 AD2983.The orthometric height was determined by differential leveling
 AD2983.and adjusted by the National Geodetic Survey in June 1991..
 AD2983
 AD2983.This Tidal Bench Mark is designated as VM 5522
 AD2983.by the Center for Operational Oceanographic Products and Services.
 AD2983
 AD2983.The geoid height was determined by GEOID03.
 AD2983
 AD2983.The dynamic height is computed by dividing the NAVD 88
 AD2983.geopotential number by the normal gravity value computed on the
 AD2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2983.degrees latitude (g = 980.6199 gals.).
 AD2983
 AD2983.The modeled gravity was interpolated from observed gravity values.
 AD2983
 AD2983;                    North         East    Units  Estimated Accuracy
 AD2983;SPC FL E     -   291,200.      288,920.      MT  (+/- 180 meters Scaled)
 AD2983
 AD2983                          SUPERSEDED SURVEY CONTROL
 AD2983
 AD2983  NGVD 29 (09/01/92)    1.100  (m)            3.61   (f) ADJUSTED    2 0
 AD2983
 AD2983.Superseded values are not recommended for survey control.
 AD2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2983.See file dsdata.txt to determine how the superseded data were derived.
 AD2983
 AD2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK888822(NAD 83)
 AD2983_MARKER: DJ = TIDAL STATION DISK
 AD2983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2983_SP_SET: SEAWALL
 AD2983_STAMPING: BOOTHE NO 2 1968
 AD2983_MARK LOGO: CGS   
 AD2983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2983+STABILITY: SURFACE MOTION
 AD2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2983+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AD2983
 AD2983  HISTORY     - Date     Condition        Report By
 AD2983  HISTORY     - 1968     MONUMENTED       CGS
 AD2983  HISTORY     - 1970     GOOD             NGS
 AD2983  HISTORY     - 1980     GOOD             FLDNR
 AD2983  HISTORY     - 1983     GOOD
 AD2983  HISTORY     - 1986     GOOD             FLDNR
 AD2983  HISTORY     - 19890808 GOOD             USPSQD
 AD2983  HISTORY     - 19940725 GOOD             USPSQD
 AD2983  HISTORY     - 20020722 GOOD             USPSQD
 AD2983  HISTORY     - 20030910 GOOD             USPSQD
 AD2983
 AD2983                          STATION DESCRIPTION
 AD2983
 AD2983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2983'1.4 MI W FROM TEQUESTA.
 AD2983'ABOUT 1.3 MILES WEST ALONG TEQUESTA DRIVE FROM THE JUNCTION
 AD2983'OF U.S. HIGHWAY 1 AT TEQUESTA, THENCE 0.1 MILE NORTH ALONG THE
 AD2983'WEST BANK OF THE NORTH FORK OF THE LOXAHATCHEE RIVER, IN THE REAR
 AD2983'OF THE HOME OF NOW RETIRED C AND GS ADMIRAL BOOTHE, SET IN THE
 AD2983'TOP OF THE SOUTH END OF THE CONCRETE SEAWALL, 2 FEET NORTH OF
 AD2983'THE CHAIN LINK FENCE WHICH BORDERS THE SOUTH SIDE OF THE ADMIRALS
 AD2983'PROPERTY, AND LEVEL WITH THE LAWN.
 AD2983
 AD2983                          STATION RECOVERY (1980)
 AD2983
 AD2983'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (1983)
 AD2983
 AD2983'RECOVERED 1983
 AD2983'A BETTER REFERENCE SHOULD BE 'IN THE REAR OF 19242 PINE TREE DR'
 AD2983'INSTEAM OF 'IN THE REAR OF THE HOME OF NOW RETIRED CGS ADMIRAL
 AD2983'BOOTHE'.
 AD2983
 AD2983                          STATION RECOVERY (1986)
 AD2983
 AD2983'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2983'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT RETIRED ADMIRAL
 AD2983'BOOTHE HAS MOVED.  THE MARK IS LOCATED BEHIND THE RESIDENCE AT 19242
 AD2983'PINE TREE DRIVE.  THE CHAIN LINK FINCE IS GONE.  THE MARK BEARS 105.0
 AD2983'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST WING OF THE HOUSE,
 AD2983'104.5 FEET SOUTH OF TIDAL BENCH MARK BOOTHE NO.1 1968, AND JUST NORTH
 AD2983'OF A 6 FOOT HIGH CONCRETE WALL.
 AD2983
 AD2983                          STATION RECOVERY (1989)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (1994)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (2002)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (2003)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2983' 
 AD2983' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2984 ***********************************************************************
 AD2984  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2984  DESIGNATION -  872 2486 TIDAL BOOTHE 1
 AD2984  PID         -  AD2984
 AD2984  STATE/COUNTY-  FL/PALM BEACH
 AD2984  USGS QUAD   -  JUPITER (1983)
 AD2984
 AD2984                         *CURRENT SURVEY CONTROL
 AD2984  ___________________________________________________________________
 AD2984* NAD 83(1986)-  26 57 34.     (N)    080 06 16.     (W)     SCALED    
 AD2984* NAVD 88     -         0.631  (meters)       2.07   (feet)  ADJUSTED  
 AD2984  ___________________________________________________________________
 AD2984  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AD2984  DYNAMIC HT  -           0.630 (meters)       2.07  (feet)  COMP
 AD2984  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AD2984
 AD2984  VERT ORDER  -  SECOND    CLASS 0
 AD2984
 AD2984.The horizontal coordinates were scaled from a topographic map and have
 AD2984.an estimated accuracy of +/- 6 seconds.
 AD2984
 AD2984.The orthometric height was determined by differential leveling
 AD2984.and adjusted by the National Geodetic Survey in June 1991..
 AD2984
 AD2984.This Tidal Bench Mark is designated as VM 5521
 AD2984.by the Center for Operational Oceanographic Products and Services.
 AD2984
 AD2984.The geoid height was determined by GEOID03.
 AD2984
 AD2984.The dynamic height is computed by dividing the NAVD 88
 AD2984.geopotential number by the normal gravity value computed on the
 AD2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2984.degrees latitude (g = 980.6199 gals.).
 AD2984
 AD2984.The modeled gravity was interpolated from observed gravity values.
 AD2984
 AD2984;                    North         East    Units  Estimated Accuracy
 AD2984;SPC FL E     -   291,230.      288,920.      MT  (+/- 180 meters Scaled)
 AD2984
 AD2984                          SUPERSEDED SURVEY CONTROL
 AD2984
 AD2984  NGVD 29 (09/01/92)    1.089  (m)            3.57   (f) ADJUSTED    2 0
 AD2984
 AD2984.Superseded values are not recommended for survey control.
 AD2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2984.See file dsdata.txt to determine how the superseded data were derived.
 AD2984
 AD2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK888822(NAD 83)
 AD2984_MARKER: DJ = TIDAL STATION DISK
 AD2984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2984_SP_SET: SEAWALL
 AD2984_STAMPING: BOOTHE NO 1 1968
 AD2984_MARK LOGO: CGS   
 AD2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2984+STABILITY: SURFACE MOTION
 AD2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2984+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 AD2984
 AD2984  HISTORY     - Date     Condition        Report By
 AD2984  HISTORY     - 1968     MONUMENTED       CGS
 AD2984  HISTORY     - 1970     GOOD             NGS
 AD2984  HISTORY     - 1980     GOOD             FLDNR
 AD2984  HISTORY     - 1980     GOOD             FLDNR
 AD2984  HISTORY     - 1986     GOOD             FLDNR
 AD2984  HISTORY     - 19890808 GOOD             USPSQD
 AD2984  HISTORY     - 19940725 GOOD             USPSQD
 AD2984  HISTORY     - 20020722 GOOD             USPSQD
 AD2984  HISTORY     - 20030910 GOOD             USPSQD
 AD2984
 AD2984                          STATION DESCRIPTION
 AD2984
 AD2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2984'1.4 MI W FROM TEQUESTA.
 AD2984'ABOUT 1.3 MILES WEST ALONG TEQUESTA DRIVE FROM THE JUNCTION OF
 AD2984'U.S. HIGHWAY 1 AT TEQUESTA, THENCE 0.1 MILE NORTH ALONG THE
 AD2984'WEST BANK OF THE NORTH FORK OF THE LOXAHATCHEE RIVER, SET IN THE
 AD2984'TOP OF THE NORTHEAST CORNER OF A SEAWALL IN THE BACK YARD OF THE
 AD2984'RESIDENCE OF RETIRED C AND GS ADMIRAL BOOTHE, 48.4 FEET NORTHEAST
 AD2984'OF THE NORTHEAST CORNER OF THE EAST WING OF THE ADMIRALS
 AD2984'RESIDENCE, 2.2 FEET WEST OF THE NORTHEAST CORNER OF THE SEAWALL,
 AD2984'AND LEVEL WITH THE LAWN.
 AD2984
 AD2984                          STATION RECOVERY (1980)
 AD2984
 AD2984'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (1980)
 AD2984
 AD2984'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (1986)
 AD2984
 AD2984'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2984'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT RETIRED CGS
 AD2984'ADMIRAL BOOTHE HAS NOVED.  THE MARK IS LOCATED BEHIND THE RESIDENCE
 AD2984'AT 19242 PINE TREE DRIVE.  THE MARK ALSO BEARS 75.0 FEET EAST-
 AD2984'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE ADJACENT TO AND NORTH
 AD2984'OF 19242 PINE TREE DRIVE, 254.5 FEET EAST OF THE NORTHWEST PROPERTY
 AD2984'CORNER AND 0.5 FOOT NORTH OF A 6 FOOT HIGH WOOD FENCE.
 AD2984
 AD2984                          STATION RECOVERY (1989)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (1994)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (2002)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (2003)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2984' 
 AD2984' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2976 ***********************************************************************
 AD2976  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2976  DESIGNATION -  872 2488 TIDAL BOOTHE 4
 AD2976  PID         -  AD2976
 AD2976  STATE/COUNTY-  FL/PALM BEACH
 AD2976  USGS QUAD   -  JUPITER (1983)
 AD2976
 AD2976                         *CURRENT SURVEY CONTROL
 AD2976  ___________________________________________________________________
 AD2976* NAD 83(1986)-  26 57 05.     (N)    080 06 07.     (W)     SCALED    
 AD2976* NAVD 88     -         0.827  (meters)       2.71   (feet)  ADJUSTED  
 AD2976  ___________________________________________________________________
 AD2976  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD2976  DYNAMIC HT  -           0.825 (meters)       2.71  (feet)  COMP
 AD2976  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AD2976
 AD2976  VERT ORDER  -  SECOND    CLASS 0
 AD2976
 AD2976.The horizontal coordinates were scaled from a topographic map and have
 AD2976.an estimated accuracy of +/- 6 seconds.
 AD2976
 AD2976.The orthometric height was determined by differential leveling
 AD2976.and adjusted by the National Geodetic Survey in September 1996..
 AD2976.WARNING-Repeat measurements at this control monument indicate possible
 AD2976.vertical movement.
 AD2976
 AD2976.This Tidal Bench Mark is designated as VM 5526
 AD2976.by the Center for Operational Oceanographic Products and Services.
 AD2976
 AD2976.This Tidal Bench Mark is designated as VM 5531
 AD2976.by the Center for Operational Oceanographic Products and Services.
 AD2976
 AD2976.The geoid height was determined by GEOID03.
 AD2976
 AD2976.The dynamic height is computed by dividing the NAVD 88
 AD2976.geopotential number by the normal gravity value computed on the
 AD2976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2976.degrees latitude (g = 980.6199 gals.).
 AD2976
 AD2976.The modeled gravity was interpolated from observed gravity values.
 AD2976
 AD2976;                    North         East    Units  Estimated Accuracy
 AD2976;SPC FL E     -   290,340.      289,170.      MT  (+/- 180 meters Scaled)
 AD2976
 AD2976                          SUPERSEDED SURVEY CONTROL
 AD2976
 AD2976  NAVD 88 (06/15/91)    0.837  (m)            2.75   (f) UNKNOWN     2 0
 AD2976  NGVD 29 (09/01/92)    1.283  (m)            4.21   (f) ADJUSTED    2 0
 AD2976
 AD2976.Superseded values are not recommended for survey control.
 AD2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2976.See file dsdata.txt to determine how the superseded data were derived.
 AD2976
 AD2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK891813(NAD 83)
 AD2976_MARKER: DJ = TIDAL STATION DISK
 AD2976_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD2976+WITH SETTING: PAVEMENT
 AD2976_SP_SET: CONCRETE PAD
 AD2976_STAMPING: BOOTHE NO 4 1969
 AD2976_MARK LOGO: CGS   
 AD2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2976+STABILITY: SURFACE MOTION
 AD2976
 AD2976  HISTORY     - Date     Condition        Report By
 AD2976  HISTORY     - 1969     MONUMENTED       CGS
 AD2976  HISTORY     - 1970     GOOD             NGS
 AD2976  HISTORY     - 1970     GOOD             NGS
 AD2976  HISTORY     - 1980     GOOD             FLDNR
 AD2976  HISTORY     - 1980     GOOD             FLDNR
 AD2976  HISTORY     - 1986     GOOD             FLDNR
 AD2976  HISTORY     - 19890815 GOOD             USPSQD
 AD2976  HISTORY     - 19940725 GOOD             USPSQD
 AD2976  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AD2976  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD2976
 AD2976                          STATION DESCRIPTION
 AD2976
 AD2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2976'1.8 MI SW FROM TEQUESTA.
 AD2976'ABOUT 1.3 MILES WEST ALONG TEQUESTA DRIVE FROM THE JUNCTION OF
 AD2976'U.S. HIGHWAY 1 AT TEQUESTA, THENCE 0.5 MILE SOUTH ALONG POINT
 AD2976'DRIVE, AT ANCHORAGE POINT, ON THE NORTH BANK OF THE LOXAHACHEE
 AD2976'RIVER, IN THE REAR OF THE RESIDENCE OF A MRS MERCK, SET IN THE
 AD2976'TOP OF THE SOUTHWEST CORNER OF A 9-FOOT SQUARE CONCRETE BASE
 AD2976'WHICH IS FLUSH WITH THE GROUND, 34.5 FEET SOUTHWEST OF THE
 AD2976'SOUTHEAST CORNER OF THE SCREEN ENCLOSURE AROUND THE SWIMMING
 AD2976'POOL, 32 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCREEN
 AD2976'ENCLOSURE AROUND THE POOL, 21.3 FEET NORTH OF THE NORTHWEST
 AD2976'CORNER OF A SMALL WOODEN DOCK AND LEVEL WITH THE LAWN.
 AD2976
 AD2976                          STATION RECOVERY (1970)
 AD2976
 AD2976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1980)
 AD2976
 AD2976'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1980)
 AD2976
 AD2976'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1986)
 AD2976
 AD2976'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1989)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1994)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (2002)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2976'RESIDENCE OF MRS. MERCK REMOVED AND REBUILT. 9 FOOT SQUARE CONCRETE
 AD2976'BASE DESTROYED DURING CONSTRUCTION OF NEW HOUSE. HOUSE NUMBER IS 18714
 AD2976' 
 AD2976
 AD2976                          STATION RECOVERY (2003)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6259 ***********************************************************************
 AD6259  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6259  DESIGNATION -  872 2491 D TIDAL FLDNR
 AD6259  PID         -  AD6259
 AD6259  STATE/COUNTY-  FL/PALM BEACH
 AD6259  USGS QUAD   -  JUPITER (1983)
 AD6259
 AD6259                         *CURRENT SURVEY CONTROL
 AD6259  ___________________________________________________________________
 AD6259* NAD 83(1986)-  26 57 08.     (N)    080 04 44.     (W)     SCALED    
 AD6259* NAVD 88     -         2.969  (meters)       9.74   (feet)  ADJUSTED  
 AD6259  ___________________________________________________________________
 AD6259  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AD6259  DYNAMIC HT  -           2.965 (meters)       9.73  (feet)  COMP
 AD6259  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 AD6259
 AD6259  VERT ORDER  -  SECOND    CLASS I
 AD6259
 AD6259.The horizontal coordinates were scaled from a topographic map and have
 AD6259.an estimated accuracy of +/- 6 seconds.
 AD6259
 AD6259.The orthometric height was determined by differential leveling
 AD6259.and adjusted by the National Geodetic Survey in June 1991..
 AD6259
 AD6259.This Tidal Bench Mark is designated as VM 17301
 AD6259.by the Center for Operational Oceanographic Products and Services.
 AD6259
 AD6259.The geoid height was determined by GEOID03.
 AD6259
 AD6259.The dynamic height is computed by dividing the NAVD 88
 AD6259.geopotential number by the normal gravity value computed on the
 AD6259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6259.degrees latitude (g = 980.6199 gals.).
 AD6259
 AD6259.The modeled gravity was interpolated from observed gravity values.
 AD6259
 AD6259;                    North         East    Units  Estimated Accuracy
 AD6259;SPC FL E     -   290,440.      291,460.      MT  (+/- 180 meters Scaled)
 AD6259
 AD6259                          SUPERSEDED SURVEY CONTROL
 AD6259
 AD6259  NGVD 29 (09/01/92)    3.426  (m)           11.24   (f) ADJUSTED    2 1
 AD6259
 AD6259.Superseded values are not recommended for survey control.
 AD6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6259.See file dsdata.txt to determine how the superseded data were derived.
 AD6259
 AD6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK914814(NAD 83)
 AD6259_MARKER: DJ = TIDAL STATION DISK
 AD6259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6259_SP_SET: CONCRETE POST
 AD6259_STAMPING: 2491 D 1981 BSM
 AD6259_MARK LOGO: FLDNR 
 AD6259_PROJECTION: FLUSH
 AD6259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6259+STABILITY: SURFACE MOTION
 AD6259
 AD6259  HISTORY     - Date     Condition        Report By
 AD6259  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6259  HISTORY     - 19890808 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20020703 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20040917 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6259
 AD6259                          STATION DESCRIPTION
 AD6259
 AD6259'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6259'0.4 MI EAST FROM TEQUESTA.
 AD6259'BEGIN AT THE JUNCTION OF STATE HIGHWAY 707 WITH U.S. HIGHWAY 1 IN
 AD6259'TEQUESTA, GO 0.4 MILE EAST ON HIGHWAY 707 TO THE MARK.  THE MARK BEARS
 AD6259'50.2 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 707, 233 FEET EAST OF THE
 AD6259'SOUTHEAST CORNER OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, 31.7
 AD6259'FEET WEST OF THE CENTERLINE OF THE ROAD TO JUPITER INLET COLONY, 3.1
 AD6259'FEET SOUTH OF THE NORTHWEST POST TO THE JUPITER INLET COLONY SIGN, AND
 AD6259'3.1 FEET WEST-SOUTHWEST OF THE SOUTHEAST POST TO THE SAME SIGN.
 AD6259
 AD6259                          STATION RECOVERY (1989)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (1994)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2002)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2003)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2004)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2005)
 AD6259
 AD6259'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6259'MARK NOT FOUND
 AD6259' 
 AD6259' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6258 ***********************************************************************
 AD6258  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6258  DESIGNATION -  872 2491 E TIDAL
 AD6258  PID         -  AD6258
 AD6258  STATE/COUNTY-  FL/PALM BEACH
 AD6258  USGS QUAD   -  JUPITER (1983)
 AD6258
 AD6258                         *CURRENT SURVEY CONTROL
 AD6258  ___________________________________________________________________
 AD6258* NAD 83(1986)-  26 57 08.     (N)    080 04 44.     (W)     SCALED    
 AD6258* NAVD 88     -         2.725  (meters)       8.94   (feet)  ADJUSTED  
 AD6258  ___________________________________________________________________
 AD6258  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AD6258  DYNAMIC HT  -           2.721 (meters)       8.93  (feet)  COMP
 AD6258  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 AD6258
 AD6258  VERT ORDER  -  SECOND    CLASS I
 AD6258
 AD6258.The horizontal coordinates were scaled from a topographic map and have
 AD6258.an estimated accuracy of +/- 6 seconds.
 AD6258
 AD6258.The orthometric height was determined by differential leveling
 AD6258.and adjusted by the National Geodetic Survey in June 1991..
 AD6258
 AD6258.This Tidal Bench Mark is designated as VM 5537
 AD6258.by the Center for Operational Oceanographic Products and Services.
 AD6258
 AD6258.The geoid height was determined by GEOID03.
 AD6258
 AD6258.The dynamic height is computed by dividing the NAVD 88
 AD6258.geopotential number by the normal gravity value computed on the
 AD6258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6258.degrees latitude (g = 980.6199 gals.).
 AD6258
 AD6258.The modeled gravity was interpolated from observed gravity values.
 AD6258
 AD6258;                    North         East    Units  Estimated Accuracy
 AD6258;SPC FL E     -   290,440.      291,460.      MT  (+/- 180 meters Scaled)
 AD6258
 AD6258                          SUPERSEDED SURVEY CONTROL
 AD6258
 AD6258  NGVD 29 (09/01/92)    3.182  (m)           10.44   (f) ADJUSTED    2 1
 AD6258
 AD6258.Superseded values are not recommended for survey control.
 AD6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6258.See file dsdata.txt to determine how the superseded data were derived.
 AD6258
 AD6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK914814(NAD 83)
 AD6258_MARKER: DB = BENCH MARK DISK
 AD6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6258_SP_SET: CONCRETE POST
 AD6258_STAMPING: 2491 E 1981 BSM
 AD6258_MARK LOGO: FLDNR 
 AD6258_PROJECTION: FLUSH
 AD6258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6258+STABILITY: SURFACE MOTION
 AD6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6258+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD6258
 AD6258  HISTORY     - Date     Condition        Report By
 AD6258  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6258  HISTORY     - 1986     GOOD             FLDNR
 AD6258  HISTORY     - 19890808 GOOD             USPSQD
 AD6258  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6258  HISTORY     - 20020629 GOOD             USPSQD
 AD6258  HISTORY     - 20030709 GOOD             USPSQD
 AD6258  HISTORY     - 20040917 GOOD             USPSQD
 AD6258
 AD6258                          STATION DESCRIPTION
 AD6258
 AD6258'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6258'0.4 MI EAST FROM TEQUESTA.
 AD6258'BEGIN AT THE JUNCTION OF STATE HIGHWAY 707 WITH U.S. HIGHWAY 1 IN
 AD6258'TEQUESTA, GO 0.4 MILE EAST ON HIGHWAY 707 TO THE MARK.  THE MARK BEARS
 AD6258'32.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 138 FEET EAST OF THE
 AD6258'NORTHEAST CORNER OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, 22.3
 AD6258'FEET WEST OF A BLUE U.S. MAILBOX, AND 2.6 FEET EAST OF THE EAST END OF
 AD6258'THE STEEL GUARDRAIL FOR THE BRIDGE.
 AD6258
 AD6258                          STATION RECOVERY (1986)
 AD6258
 AD6258'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (1989)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (1994)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6258'MARK NOT FOUND.
 AD6258
 AD6258                          STATION RECOVERY (2002)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6258'U.S. MAILBOX IS GONE. MARK IS 6.3 FEET WEST OF NORTHWEST CORNER OF
 AD6258'CONCRETE PAD USED FOR NEWSPAPER VENDING MACHINES. MARK IS 2 INCHES
 AD6258'BELOW GRADE UNDER TURF GRASS.
 AD6258' 
 AD6258
 AD6258                          STATION RECOVERY (2003)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (2004)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8066 ***********************************************************************
 AD8066  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8066  DESIGNATION -  872 2491 F TIDAL
 AD8066  PID         -  AD8066
 AD8066  STATE/COUNTY-  FL/PALM BEACH
 AD8066  USGS QUAD   -  JUPITER (1983)
 AD8066
 AD8066                         *CURRENT SURVEY CONTROL
 AD8066  ___________________________________________________________________
 AD8066* NAD 83(1986)-  26 57 08.     (N)    080 04 47.     (W)     SCALED    
 AD8066* NAVD 88     -         5.176  (meters)      16.98   (feet)  ADJUSTED  
 AD8066  ___________________________________________________________________
 AD8066  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AD8066  DYNAMIC HT  -           5.168 (meters)      16.96  (feet)  COMP
 AD8066  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 AD8066
 AD8066  VERT ORDER  -  SECOND    CLASS I
 AD8066
 AD8066.The horizontal coordinates were scaled from a topographic map and have
 AD8066.an estimated accuracy of +/- 6 seconds.
 AD8066
 AD8066.The orthometric height was determined by differential leveling
 AD8066.and adjusted by the National Geodetic Survey in September 1996..
 AD8066
 AD8066.This Tidal Bench Mark is designated as VM 17232
 AD8066.by the Center for Operational Oceanographic Products and Services.
 AD8066
 AD8066.The geoid height was determined by GEOID03.
 AD8066
 AD8066.The dynamic height is computed by dividing the NAVD 88
 AD8066.geopotential number by the normal gravity value computed on the
 AD8066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8066.degrees latitude (g = 980.6199 gals.).
 AD8066
 AD8066.The modeled gravity was interpolated from observed gravity values.
 AD8066
 AD8066;                    North         East    Units  Estimated Accuracy
 AD8066;SPC FL E     -   290,440.      291,380.      MT  (+/- 180 meters Scaled)
 AD8066
 AD8066                          SUPERSEDED SURVEY CONTROL
 AD8066
 AD8066  NGVD 29 (09/01/92)    5.636  (m)           18.49   (f) ADJUSTED    2 1
 AD8066
 AD8066.Superseded values are not recommended for survey control.
 AD8066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8066.See file dsdata.txt to determine how the superseded data were derived.
 AD8066
 AD8066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913814(NAD 83)
 AD8066_MARKER: DJ = TIDAL STATION DISK
 AD8066_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD8066+WITH SETTING: PAVEMENT
 AD8066_SP_SET: CONCRETE BASE FOR SIGNAL LIGHT
 AD8066_STAMPING: 2491 F 1986
 AD8066_MARK LOGO: NOS   
 AD8066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8066+STABILITY: SURFACE MOTION
 AD8066
 AD8066  HISTORY     - Date     Condition        Report By
 AD8066  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8066  HISTORY     - 19940716 GOOD             USPSQD
 AD8066  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD8066  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AD8066  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AD8066  HISTORY     - 20040917 MARK NOT FOUND   USPSQD
 AD8066
 AD8066                          STATION DESCRIPTION
 AD8066
 AD8066'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8066'IN JUPITER.
 AD8066'THE MARK IS NEAR THE STATE ROAD 707 BRIDGE OVER THE INTRACOASTAL
 AD8066'WATERWAY, 235 FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 26.9
 AD8066'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 105 FEET EAST OF THE WEST
 AD8066'END OF A METAL GUARDRAIL AND IS SET IN THE NORTHWEST CORNER OF THE
 AD8066'CONCRETE BASE FOR THE BRIDGE SIGNAL LIGHT.
 AD8066
 AD8066                          STATION RECOVERY (1994)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8066'RECOVERED IN GOOD CONDITION.
 AD8066
 AD8066                          STATION RECOVERY (2001)
 AD8066
 AD8066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD8066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD8066
 AD8066                          STATION RECOVERY (2002)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8066'BRIDGE SIGNAL LIGHT REPLACED AND RELOCATED. OLD CONCRETE BASE
 AD8066'DESTROYED.
 AD8066' 
 AD8066
 AD8066                          STATION RECOVERY (2003)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8066'MARK NOT FOUND.
 AD8066
 AD8066                          STATION RECOVERY (2004)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6257 ***********************************************************************
 AD6257  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6257  DESIGNATION -  872 2491 TIDAL 1
 AD6257  PID         -  AD6257
 AD6257  STATE/COUNTY-  FL/PALM BEACH
 AD6257  USGS QUAD   -  JUPITER (1983)
 AD6257
 AD6257                         *CURRENT SURVEY CONTROL
 AD6257  ___________________________________________________________________
 AD6257* NAD 83(1986)-  26 57 06.     (N)    080 04 41.     (W)     SCALED    
 AD6257* NAVD 88     -         8.784  (meters)      28.82   (feet)  ADJUSTED  
 AD6257  ___________________________________________________________________
 AD6257  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AD6257  DYNAMIC HT  -           8.771 (meters)      28.78  (feet)  COMP
 AD6257  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 AD6257
 AD6257  VERT ORDER  -  SECOND    CLASS I
 AD6257
 AD6257.The horizontal coordinates were scaled from a topographic map and have
 AD6257.an estimated accuracy of +/- 6 seconds.
 AD6257
 AD6257.The orthometric height was determined by differential leveling
 AD6257.and adjusted by the National Geodetic Survey in June 1991..
 AD6257
 AD6257.This Tidal Bench Mark is designated as VM 5536
 AD6257.by the Center for Operational Oceanographic Products and Services.
 AD6257
 AD6257.The geoid height was determined by GEOID03.
 AD6257
 AD6257.The dynamic height is computed by dividing the NAVD 88
 AD6257.geopotential number by the normal gravity value computed on the
 AD6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6257.degrees latitude (g = 980.6199 gals.).
 AD6257
 AD6257.The modeled gravity was interpolated from observed gravity values.
 AD6257
 AD6257;                    North         East    Units  Estimated Accuracy
 AD6257;SPC FL E     -   290,380.      291,540.      MT  (+/- 180 meters Scaled)
 AD6257
 AD6257                          SUPERSEDED SURVEY CONTROL
 AD6257
 AD6257  NGVD 29 (09/01/92)    9.244  (m)           30.33   (f) ADJUSTED    2 1
 AD6257
 AD6257.Superseded values are not recommended for survey control.
 AD6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6257.See file dsdata.txt to determine how the superseded data were derived.
 AD6257
 AD6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915814(NAD 83)
 AD6257_MARKER: DJ = TIDAL STATION DISK
 AD6257_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6257_SP_SET: CONCRETE BRIDGE WALKWAY
 AD6257_STAMPING: NO 1 1972
 AD6257_MARK LOGO: NOS   
 AD6257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6257+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD6257
 AD6257  HISTORY     - Date     Condition        Report By
 AD6257  HISTORY     - 1972     MONUMENTED       NOS
 AD6257  HISTORY     - 1981     GOOD             FLDNR
 AD6257  HISTORY     - 1986     GOOD             FLDNR
 AD6257  HISTORY     - 19890808 GOOD             USPSQD
 AD6257  HISTORY     - 19940715 GOOD             USPSQD
 AD6257  HISTORY     - 20010331 GOOD             NGS
 AD6257  HISTORY     - 20020629 GOOD             USPSQD
 AD6257  HISTORY     - 20030709 GOOD             USPSQD
 AD6257  HISTORY     - 20040917 GOOD             USPSQD
 AD6257
 AD6257                          STATION DESCRIPTION
 AD6257
 AD6257'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6257'IN JUPITER.
 AD6257'BEGIN AT THE JUNCTION OF STATE HIGHWAY 707 AND U.S. HIGHWAY 1 IN
 AD6257'TEQUESTA, GO 0.35 MILE EAST ALONG HIGHWAY 707 TO A BRIDGE OVER THE
 AD6257'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 19.5 FEET NORTH OF
 AD6257'HIGHWAY 707 CENTERLINE, 230 FEET EAST OF THE WEST END OF THE BRIDGE,
 AD6257'AND 375 FEET WEST OF THE EAST END OF THE BRIDGE.
 AD6257'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 AD6257
 AD6257                          STATION RECOVERY (1986)
 AD6257
 AD6257'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (1989)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (1994)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2001)
 AD6257
 AD6257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD6257'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD6257
 AD6257                          STATION RECOVERY (2002)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2003)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2004)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6251 ***********************************************************************
 AD6251  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6251  DESIGNATION -  872 2492 C TIDAL
 AD6251  PID         -  AD6251
 AD6251  STATE/COUNTY-  FL/PALM BEACH
 AD6251  USGS QUAD   -  JUPITER (1983)
 AD6251
 AD6251                         *CURRENT SURVEY CONTROL
 AD6251  ___________________________________________________________________
 AD6251* NAD 83(1986)-  26 56 51.     (N)    080 05 23.     (W)     SCALED    
 AD6251* NAVD 88     -         5.813  (meters)      19.07   (feet)  ADJUSTED  
 AD6251  ___________________________________________________________________
 AD6251  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AD6251  DYNAMIC HT  -           5.804 (meters)      19.04  (feet)  COMP
 AD6251  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 AD6251
 AD6251  VERT ORDER  -  FIRST     CLASS II
 AD6251
 AD6251.The horizontal coordinates were scaled from a topographic map and have
 AD6251.an estimated accuracy of +/- 6 seconds.
 AD6251
 AD6251.The orthometric height was determined by differential leveling
 AD6251.and adjusted by the National Geodetic Survey in May 2003..
 AD6251
 AD6251.This Tidal Bench Mark is designated as VM 5543
 AD6251.by the Center for Operational Oceanographic Products and Services.
 AD6251
 AD6251.The geoid height was determined by GEOID03.
 AD6251
 AD6251.The dynamic height is computed by dividing the NAVD 88
 AD6251.geopotential number by the normal gravity value computed on the
 AD6251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6251.degrees latitude (g = 980.6199 gals.).
 AD6251
 AD6251.The modeled gravity was interpolated from observed gravity values.
 AD6251
 AD6251;                    North         East    Units  Estimated Accuracy
 AD6251;SPC FL E     -   289,910.      290,390.      MT  (+/- 180 meters Scaled)
 AD6251
 AD6251                          SUPERSEDED SURVEY CONTROL
 AD6251
 AD6251  NAVD 88 (09/06/96)    5.817  (m)           19.08   (f) UNKNOWN     1 2
 AD6251  NAVD 88 (05/20/94)    5.813  (m)           19.07   (f) UNKNOWN     1 2
 AD6251  NAVD 88 (06/15/91)    5.816  (m)           19.08   (f) UNKNOWN     1 2
 AD6251  NGVD 29 (09/01/92)    6.272  (m)           20.58   (f) ADJUSTED    1 2
 AD6251
 AD6251.Superseded values are not recommended for survey control.
 AD6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6251.See file dsdata.txt to determine how the superseded data were derived.
 AD6251
 AD6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK903809(NAD 83)
 AD6251_MARKER: DJ = TIDAL STATION DISK
 AD6251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD6251_SP_SET: BRIDGE RAIL
 AD6251_STAMPING: 2492 C 1981
 AD6251_MARK LOGO: FLDT  
 AD6251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6251+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD6251
 AD6251  HISTORY     - Date     Condition        Report By
 AD6251  HISTORY     - 1981     MONUMENTED       FLDT
 AD6251  HISTORY     - 1981     GOOD             FLDNR
 AD6251  HISTORY     - 19910122 GOOD             NGS
 AD6251  HISTORY     - 20020629 GOOD             USPSQD
 AD6251  HISTORY     - 20030707 GOOD             USPSQD
 AD6251  HISTORY     - 20040917 GOOD             USPSQD
 AD6251
 AD6251                          STATION DESCRIPTION
 AD6251
 AD6251'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6251'IN JUPITER.
 AD6251'THE MARK IS 4 FT ABOVE HIGHWAY.
 AD6251'BEGIN AT THE ALTERNATE A1A BRIDGE OVER THE LOXAHATCHEE RIVER IN
 AD6251'JUPITER.  THE MARK IS SET IN THE TOP OF THE CONCRETE GUARDRAIL FOR THE
 AD6251'BRIDGE, 1.0 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE TRUE BRIDGE
 AD6251'CORNER, 7.3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE RAILING, AND
 AD6251'29.6 FEET SOUTHEAST OF THE CENTERLINE OF ALTERNATE A1A.
 AD6251
 AD6251                          STATION RECOVERY (1991)
 AD6251
 AD6251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD6251'1.7 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY 811 (A1A ALTERNATE)
 AD6251'FROM THE JUNCTION OF STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER,
 AD6251'IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 AD6251'SOUTHEAST CONCRETE BRIDGE RAIL OF THE HIGHWAY BRIDGE SPANNING THE
 AD6251'LOXAHATCHEE RIVER, 6.6 M (21.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AD6251'NORTHBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL
 AD6251'OF THE HIGHWAY.
 AD6251
 AD6251                          STATION RECOVERY (2002)
 AD6251
 AD6251'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6251'RECOVERED IN GOOD CONDITION.
 AD6251
 AD6251                          STATION RECOVERY (2003)
 AD6251
 AD6251'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6251'RECOVERED IN GOOD CONDITION.
 AD6251
 AD6251                          STATION RECOVERY (2004)
 AD6251
 AD6251'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6260 ***********************************************************************
 AD6260  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6260  DESIGNATION -  872 2492 D TIDAL
 AD6260  PID         -  AD6260
 AD6260  STATE/COUNTY-  FL/PALM BEACH
 AD6260  USGS QUAD   -  JUPITER (1983)
 AD6260
 AD6260                         *CURRENT SURVEY CONTROL
 AD6260  ___________________________________________________________________
 AD6260* NAD 83(1986)-  26 56 51.     (N)    080 05 23.     (W)     SCALED    
 AD6260* NAVD 88     -         3.475  (meters)      11.40   (feet)  ADJUSTED  
 AD6260  ___________________________________________________________________
 AD6260  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AD6260  DYNAMIC HT  -           3.470 (meters)      11.38  (feet)  COMP
 AD6260  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 AD6260
 AD6260  VERT ORDER  -  SECOND    CLASS I
 AD6260
 AD6260.The horizontal coordinates were scaled from a topographic map and have
 AD6260.an estimated accuracy of +/- 6 seconds.
 AD6260
 AD6260.The orthometric height was determined by differential leveling
 AD6260.and adjusted by the National Geodetic Survey in June 1991..
 AD6260
 AD6260.This Tidal Bench Mark is designated as VM 5544
 AD6260.by the Center for Operational Oceanographic Products and Services.
 AD6260
 AD6260.The geoid height was determined by GEOID03.
 AD6260
 AD6260.The dynamic height is computed by dividing the NAVD 88
 AD6260.geopotential number by the normal gravity value computed on the
 AD6260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6260.degrees latitude (g = 980.6199 gals.).
 AD6260
 AD6260.The modeled gravity was interpolated from observed gravity values.
 AD6260
 AD6260;                    North         East    Units  Estimated Accuracy
 AD6260;SPC FL E     -   289,910.      290,390.      MT  (+/- 180 meters Scaled)
 AD6260
 AD6260                          SUPERSEDED SURVEY CONTROL
 AD6260
 AD6260  NGVD 29 (09/01/92)    3.932  (m)           12.90   (f) ADJUSTED    2 1
 AD6260
 AD6260.Superseded values are not recommended for survey control.
 AD6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6260.See file dsdata.txt to determine how the superseded data were derived.
 AD6260
 AD6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK903809(NAD 83)
 AD6260_MARKER: DB = BENCH MARK DISK
 AD6260_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6260_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AD6260_STAMPING: 2492 D 1981
 AD6260_MARK LOGO: FLDT  
 AD6260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6260+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD6260
 AD6260  HISTORY     - Date     Condition        Report By
 AD6260  HISTORY     - 1981     MONUMENTED       FLDT
 AD6260  HISTORY     - 1981     GOOD             FLDNR
 AD6260  HISTORY     - 1986     GOOD             FLDNR
 AD6260  HISTORY     - 19940709 GOOD             USPSQD
 AD6260  HISTORY     - 20020629 GOOD             USPSQD
 AD6260  HISTORY     - 20030707 GOOD             USPSQD
 AD6260  HISTORY     - 20040917 GOOD             USPSQD
 AD6260
 AD6260                          STATION DESCRIPTION
 AD6260
 AD6260'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6260'IN JUPITER.
 AD6260'BEGIN AT THE ALTERNATE A1A BRIDGE OVER THE LOXAHATCHEE RIVER IN
 AD6260'JUPITER.  THE MARK IS SET IN THE TOP OF THE BRIDGE GUARDRAIL ON THE
 AD6260'WEST SIDE OF THE BRIDGE, 1.0 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF
 AD6260'THE TRUE BRIDGE CORNER, 29.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 AD6260'HIGHWAY, 176.1 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AD6260'GUARDRAIL, AND 4.2 FEET SOUTHWEST OF A LIGHTPOLE.
 AD6260'THE MARK IS 4 FT ABOVE HIGHWAY.
 AD6260
 AD6260                          STATION RECOVERY (1986)
 AD6260
 AD6260'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (1994)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (2002)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (2003)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (2004)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5652 ***********************************************************************
 AD5652  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5652  DESIGNATION -  872 2492 TIDAL 2
 AD5652  PID         -  AD5652
 AD5652  STATE/COUNTY-  FL/PALM BEACH
 AD5652  USGS QUAD   -  JUPITER (1983)
 AD5652
 AD5652                         *CURRENT SURVEY CONTROL
 AD5652  ___________________________________________________________________
 AD5652* NAD 83(1986)-  26 56 54.     (N)    080 05 27.     (W)     SCALED    
 AD5652* NAVD 88     -         0.627  (meters)       2.06   (feet)  ADJUSTED  
 AD5652  ___________________________________________________________________
 AD5652  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AD5652  DYNAMIC HT  -           0.627 (meters)       2.06  (feet)  COMP
 AD5652  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 AD5652
 AD5652  VERT ORDER  -  SECOND    CLASS 0
 AD5652
 AD5652.The horizontal coordinates were scaled from a topographic map and have
 AD5652.an estimated accuracy of +/- 6 seconds.
 AD5652
 AD5652.The orthometric height was determined by differential leveling
 AD5652.and adjusted by the National Geodetic Survey in June 1991..
 AD5652.WARNING-Repeat measurements at this control monument indicate possible
 AD5652.vertical movement.
 AD5652
 AD5652.This Tidal Bench Mark is designated as VM 5541
 AD5652.by the Center for Operational Oceanographic Products and Services.
 AD5652
 AD5652.The geoid height was determined by GEOID03.
 AD5652
 AD5652.The dynamic height is computed by dividing the NAVD 88
 AD5652.geopotential number by the normal gravity value computed on the
 AD5652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5652.degrees latitude (g = 980.6199 gals.).
 AD5652
 AD5652.The modeled gravity was interpolated from observed gravity values.
 AD5652
 AD5652;                    North         East    Units  Estimated Accuracy
 AD5652;SPC FL E     -   290,000.      290,280.      MT  (+/- 180 meters Scaled)
 AD5652
 AD5652                          SUPERSEDED SURVEY CONTROL
 AD5652
 AD5652  NGVD 29 (09/01/92)    1.084  (m)            3.56   (f) ADJUSTED    2 0
 AD5652
 AD5652.Superseded values are not recommended for survey control.
 AD5652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5652.See file dsdata.txt to determine how the superseded data were derived.
 AD5652
 AD5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK902810(NAD 83)
 AD5652_MARKER: DJ = TIDAL STATION DISK
 AD5652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5652_SP_SET: CONCRETE SEAWALL
 AD5652_STAMPING: NO 2 1973
 AD5652_MARK LOGO: NOS   
 AD5652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5652+STABILITY: SURFACE MOTION
 AD5652
 AD5652  HISTORY     - Date     Condition        Report By
 AD5652  HISTORY     - 1973     MONUMENTED       NGS
 AD5652  HISTORY     - 1981     GOOD             FLDNR
 AD5652  HISTORY     - 1981     GOOD             FLDNR
 AD5652  HISTORY     - 1986     GOOD             FLDNR
 AD5652  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 AD5652  HISTORY     - 20020629 POOR             USPSQD
 AD5652  HISTORY     - 20030707 POOR             USPSQD
 AD5652  HISTORY     - 20040917 POOR             USPSQD
 AD5652
 AD5652                          STATION DESCRIPTION
 AD5652
 AD5652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD5652'0.5 MI N FROM JUPITER.
 AD5652'TO REACH THE MARK LOCATION, PROCEED TO THE N END OF HWY. A1A
 AD5652'BRIDGE ACROSS THE MOUTH OF THE LOXAHATCHEE RIVER AT JUPITER
 AD5652'INLET.  SET FLUSH IN A CONCRETE SEAWALL.  IT IS 100 FEET W OF THE
 AD5652'W EDGE OF HWY. A1A, 29.4 FEET NE OF MARK NO. 1 AND 39.2 FEET
 AD5652'W OF MARK NO. 3.  NOTE-- THIS MARK MAY BE DESTROYED WHEN THE
 AD5652'NEW DAMON BRIDGE IS BUILT OVER THE LOXAHATCHEE RIVER WITHIN THE
 AD5652'NEXT 12 MONTHS.
 AD5652
 AD5652                          STATION RECOVERY (1981)
 AD5652
 AD5652'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (1981)
 AD5652
 AD5652'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (1986)
 AD5652
 AD5652'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (1994)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5652'MARK NOT FOUND.
 AD5652
 AD5652                          STATION RECOVERY (2002)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5652'STAMPING ON MARK WORN AND ILLEGIBLE. MARK IS NOW LOCATED
 AD5652'UNDER THE NEW HIGHWAY AIA BRIDGE. MARK NO. 1 NOT FOUND.
 AD5652' 
 AD5652
 AD5652                          STATION RECOVERY (2003)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5652'MARK RECOVERED IN POOR CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (2004)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5652'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5653 ***********************************************************************
 AD5653  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5653  DESIGNATION -  872 2492 TIDAL 3
 AD5653  PID         -  AD5653
 AD5653  STATE/COUNTY-  FL/PALM BEACH
 AD5653  USGS QUAD   -  JUPITER (1983)
 AD5653
 AD5653                         *CURRENT SURVEY CONTROL
 AD5653  ___________________________________________________________________
 AD5653* NAD 83(1986)-  26 56 51.     (N)    080 05 23.     (W)     SCALED    
 AD5653* NAVD 88     -         0.631  (meters)       2.07   (feet)  ADJUSTED  
 AD5653  ___________________________________________________________________
 AD5653  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AD5653  DYNAMIC HT  -           0.630 (meters)       2.07  (feet)  COMP
 AD5653  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 AD5653
 AD5653  VERT ORDER  -  SECOND    CLASS 0
 AD5653
 AD5653.The horizontal coordinates were scaled from a topographic map and have
 AD5653.an estimated accuracy of +/- 6 seconds.
 AD5653
 AD5653.The orthometric height was determined by differential leveling
 AD5653.and adjusted by the National Geodetic Survey in June 1991..
 AD5653.WARNING-Repeat measurements at this control monument indicate possible
 AD5653.vertical movement.
 AD5653
 AD5653.This Tidal Bench Mark is designated as VM 5542
 AD5653.by the Center for Operational Oceanographic Products and Services.
 AD5653
 AD5653.The geoid height was determined by GEOID03.
 AD5653
 AD5653.The dynamic height is computed by dividing the NAVD 88
 AD5653.geopotential number by the normal gravity value computed on the
 AD5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5653.degrees latitude (g = 980.6199 gals.).
 AD5653
 AD5653.The modeled gravity was interpolated from observed gravity values.
 AD5653
 AD5653;                    North         East    Units  Estimated Accuracy
 AD5653;SPC FL E     -   289,910.      290,390.      MT  (+/- 180 meters Scaled)
 AD5653
 AD5653                          SUPERSEDED SURVEY CONTROL
 AD5653
 AD5653  NGVD 29 (09/01/92)    1.087  (m)            3.57   (f) ADJUSTED    2 0
 AD5653
 AD5653.Superseded values are not recommended for survey control.
 AD5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5653.See file dsdata.txt to determine how the superseded data were derived.
 AD5653
 AD5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK903809(NAD 83)
 AD5653_MARKER: DJ = TIDAL STATION DISK
 AD5653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5653_SP_SET: CONCRETE SEAWALL
 AD5653_STAMPING: NO 3 1973
 AD5653_MARK LOGO: NOS   
 AD5653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5653+STABILITY: SURFACE MOTION
 AD5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5653+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD5653
 AD5653  HISTORY     - Date     Condition        Report By
 AD5653  HISTORY     - 1973     MONUMENTED       NGS
 AD5653  HISTORY     - 1981     GOOD             FLDNR
 AD5653  HISTORY     - 1986     GOOD             FLDNR
 AD5653  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 AD5653  HISTORY     - 20020629 GOOD             USPSQD
 AD5653  HISTORY     - 20030707 GOOD             USPSQD
 AD5653  HISTORY     - 20040917 GOOD             USPSQD
 AD5653
 AD5653                          STATION DESCRIPTION
 AD5653
 AD5653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD5653'0.5 MI N FROM JUPITER.
 AD5653'TO REACH THE MARK LOCATION PROCEED TO THE NORTH END OF HWY.
 AD5653'A1A BRIDGE ACROSS THE MOUTH OF THE LOXAHATCHEE RIVER AT JUPITER
 AD5653'INLET.  SET FLUSH IN A CONCRETE SEAWALL, 62.5 FEET W OF THE W
 AD5653'EDGE OF HWY. A1A, 39.2 FEET E OF MARK NO 2 AND 60.4 FEET WNW OF
 AD5653'MARK NO 4.  NOTE-- THIS MARK MAY BE DESTROYED WHEN THE NEW
 AD5653'DAMON BRIDGE IS BUILT OVER THE LOXAHATCHEE RIVER WITHIN THE NEXT
 AD5653'12 MONTHS.
 AD5653
 AD5653                          STATION RECOVERY (1981)
 AD5653
 AD5653'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5653'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AD5653'BEGIN AT THE ALTERNATE A1A BRIDGE OVER THE LOXAHATCHEE RIVER IN
 AD5653'JUPITER.  THE MARK IS SET IN THE SEAWALL BENEATH THE A1A BRIDGE ON THE
 AD5653'NORTH SIDE OF THE LOXAHATCHEE RIVER.  THE MARK BEARS 39.4 FEET WEST OF
 AD5653'THE WEST CORNER OF THE SOUTHERNMOST PILLAR IN THE LAST ROW OF PILLARS
 AD5653'SUPPORTING THE BRIDGE BEFORE THE NORTHEAST SIDE OF THE RIVER, 62 FEET
 AD5653'SOUTHEAST OF THE NORTHWEST END OF THE SEAWALL, 39 FEET SOUTHEAST OF
 AD5653'BENCH MARK NO 2 1973, AND 110.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 AD5653'OF A RAILROAD TRACK WHICH RUNS PARALLEL TO HIGHWAY A1A.
 AD5653
 AD5653                          STATION RECOVERY (1986)
 AD5653
 AD5653'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (1994)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5653'MARK NOT FOUND.
 AD5653
 AD5653                          STATION RECOVERY (2002)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (2003)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (2004)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6253 ***********************************************************************
 AD6253  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6253  DESIGNATION -  872 2493 J TIDAL USCG
 AD6253  PID         -  AD6253
 AD6253  STATE/COUNTY-  FL/PALM BEACH
 AD6253  USGS QUAD   -  JUPITER (1983)
 AD6253
 AD6253                         *CURRENT SURVEY CONTROL
 AD6253  ___________________________________________________________________
 AD6253* NAD 83(1986)-  26 56 54.     (N)    080 04 57.     (W)     SCALED    
 AD6253* NAVD 88     -         2.039  (meters)       6.69   (feet)  ADJUSTED  
 AD6253  ___________________________________________________________________
 AD6253  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AD6253  DYNAMIC HT  -           2.036 (meters)       6.68  (feet)  COMP
 AD6253  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 AD6253
 AD6253  VERT ORDER  -  SECOND    CLASS I
 AD6253
 AD6253.The horizontal coordinates were scaled from a topographic map and have
 AD6253.an estimated accuracy of +/- 6 seconds.
 AD6253
 AD6253.The orthometric height was determined by differential leveling
 AD6253.and adjusted by the National Geodetic Survey in June 1991..
 AD6253
 AD6253.This Tidal Bench Mark is designated as VM 5550
 AD6253.by the Center for Operational Oceanographic Products and Services.
 AD6253
 AD6253.The geoid height was determined by GEOID03.
 AD6253
 AD6253.The dynamic height is computed by dividing the NAVD 88
 AD6253.geopotential number by the normal gravity value computed on the
 AD6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6253.degrees latitude (g = 980.6199 gals.).
 AD6253
 AD6253.The modeled gravity was interpolated from observed gravity values.
 AD6253
 AD6253;                    North         East    Units  Estimated Accuracy
 AD6253;SPC FL E     -   290,010.      291,110.      MT  (+/- 180 meters Scaled)
 AD6253
 AD6253                          SUPERSEDED SURVEY CONTROL
 AD6253
 AD6253  NGVD 29 (09/01/92)    2.499  (m)            8.20   (f) ADJUSTED    2 1
 AD6253
 AD6253.Superseded values are not recommended for survey control.
 AD6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6253.See file dsdata.txt to determine how the superseded data were derived.
 AD6253
 AD6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK910810(NAD 83)
 AD6253_MARKER: DB = BENCH MARK DISK
 AD6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6253_SP_SET: CONCRETE POST
 AD6253_STAMPING: 2493 J
 AD6253_MARK LOGO: USCG  
 AD6253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6253+STABILITY: SURFACE MOTION
 AD6253
 AD6253  HISTORY     - Date     Condition        Report By
 AD6253  HISTORY     - UNK      MONUMENTED       USCG
 AD6253  HISTORY     - 1981     GOOD             FLDNR
 AD6253  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AD6253  HISTORY     - 20050413 MARK NOT FOUND   USPSQD
 AD6253
 AD6253                          STATION DESCRIPTION
 AD6253
 AD6253'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6253'IN TEQUESTA.
 AD6253'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 707,
 AD6253'PROCEED 0.1 MILE SOUTH TO A PAVED ROAD LEADING SOUTH TO THE U.S. COAST
 AD6253'GUARD STATION, THENCE 0.3 MILE ALONG THE ROAD TO THE MARK.  THE MARK
 AD6253'IS LOCATED 14.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVE TO
 AD6253'THE LIGHTHOUSE, 37 FEET EAST OF THE CENTER OF THE PARKING LOT FOR THE
 AD6253'U.S. COAST GUARD BUILDING, 101 FEET WEST OF A GATE POST ON THE NORTH
 AD6253'SIDE OF THE ROAD ENTRANCE TO THE LIGHTHOUSE, AND 50.9 FEET
 AD6253'SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE VOLLEYBALL COURT.
 AD6253
 AD6253                          STATION RECOVERY (2003)
 AD6253
 AD6253'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD6253'DESCRIPTION NO LONGER HELPFUL AS MANY CHANGES HAVE BEEN MADE IN THE
 AD6253'IMMEDIATE AREA
 AD6253
 AD6253                          STATION RECOVERY (2005)
 AD6253
 AD6253'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD6253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD3003 ***********************************************************************
 AD3003  TIDAL BM    -  This is a Tidal Bench Mark.
 AD3003  DESIGNATION -  872 2493 TIDAL 1 1967
 AD3003  PID         -  AD3003
 AD3003  STATE/COUNTY-  FL/PALM BEACH
 AD3003  USGS QUAD   -  JUPITER (1983)
 AD3003
 AD3003                         *CURRENT SURVEY CONTROL
 AD3003  ___________________________________________________________________
 AD3003* NAD 83(1986)-  26 56 54.     (N)    080 04 53.     (W)     SCALED    
 AD3003* NAVD 88     -         9.485  (meters)      31.12   (feet)  ADJUSTED  
 AD3003  ___________________________________________________________________
 AD3003  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AD3003  DYNAMIC HT  -           9.470 (meters)      31.07  (feet)  COMP
 AD3003  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 AD3003
 AD3003  VERT ORDER  -  SECOND    CLASS 0
 AD3003
 AD3003.The horizontal coordinates were scaled from a topographic map and have
 AD3003.an estimated accuracy of +/- 6 seconds.
 AD3003
 AD3003.The orthometric height was determined by differential leveling
 AD3003.and adjusted by the National Geodetic Survey in June 1991..
 AD3003
 AD3003.This Tidal Bench Mark is designated as VM 5547
 AD3003.by the Center for Operational Oceanographic Products and Services.
 AD3003
 AD3003.The geoid height was determined by GEOID03.
 AD3003
 AD3003.The dynamic height is computed by dividing the NAVD 88
 AD3003.geopotential number by the normal gravity value computed on the
 AD3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD3003.degrees latitude (g = 980.6199 gals.).
 AD3003
 AD3003.The modeled gravity was interpolated from observed gravity values.
 AD3003
 AD3003;                    North         East    Units  Estimated Accuracy
 AD3003;SPC FL E     -   290,010.      291,220.      MT  (+/- 180 meters Scaled)
 AD3003
 AD3003                          SUPERSEDED SURVEY CONTROL
 AD3003
 AD3003  NGVD 29 (09/01/92)    9.944  (m)           32.62   (f) ADJUSTED    2 0
 AD3003
 AD3003.Superseded values are not recommended for survey control.
 AD3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD3003.See file dsdata.txt to determine how the superseded data were derived.
 AD3003
 AD3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK911810(NAD 83)
 AD3003_MARKER: DB = BENCH MARK DISK
 AD3003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD3003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AD3003_STAMPING: NO 1 1967
 AD3003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD3003+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AD3003
 AD3003  HISTORY     - Date     Condition        Report By
 AD3003  HISTORY     - 1967     MONUMENTED       CGS
 AD3003  HISTORY     - 1970     GOOD             NGS
 AD3003  HISTORY     - 1972     GOOD             NGS
 AD3003  HISTORY     - 1981     GOOD             FLDNR
 AD3003  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD3003  HISTORY     - 20031126 GOOD             USPSQD
 AD3003  HISTORY     - 20050413 GOOD             USPSQD
 AD3003  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD3003
 AD3003                          STATION DESCRIPTION
 AD3003
 AD3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD3003'AT JUPITER.
 AD3003'AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3003'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG
 AD3003'A BLACK TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE
 AD3003'U.S. COAST GUARD STATION, 142 FEET NORTH OF THE NORTH CURB OF THE
 AD3003'EAST-WEST DRIVE ALONG THE NORTH BANK OF THE INLET, 95.6 FEET
 AD3003'EAST OF TIDAL 3 DESCRIBED, 71 FEET NORTHWEST OF THE SOUTHWEST
 AD3003'CORNER OF THE COAST GUARD OFFICE BLDG, 28 FEET NORTH OF THE
 AD3003'NORTHWEST CORNER OF A ONE STORY WHITE FRAME BUILDING, 0.6 FOOT
 AD3003'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A PIPE WHICH
 AD3003'IS FILLED WITH CEMENT AND FLUSH WITH THE GROUND.  IN SECTION 31,
 AD3003'R 43 E, T 40 S.  NEAR LIGHTHOUSE.
 AD3003
 AD3003                          STATION RECOVERY (1972)
 AD3003
 AD3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD3003'RECOVERED IN GOOD CONDITION.
 AD3003
 AD3003                          STATION RECOVERY (1981)
 AD3003
 AD3003'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD3003'BEGIN AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3003'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A BLACK
 AD3003'TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE U.S. COAST
 AD3003'GUARD STATION, 142 FEET NORTH OF THE NORTH CURB OF THE EAST-WEST DRIVE
 AD3003'ALONG THE NORTH BANK OF THE INLET, 95.6 FEET EAST OF BENCH MARK 3
 AD3003'1929, 71 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE COAST GUARD
 AD3003'OFFICE BUILDING, 28 FEET NORTH OF THE NORTHWEST CORNER OF A ONE-STORY
 AD3003'WHITE FRAME BUILDING, 0.6 FOOT SOUTH OF A METAL WITNESS POST, SET IN
 AD3003'THE TOP OF A PIPE WHICH IS FILLED WITH CEMENT AND IS FLUSH WITH THE
 AD3003'GROUND.  THE MARK IS LOCATED IN SECTION 31, R 43 E, T 40 S.
 AD3003
 AD3003                          STATION RECOVERY (1994)
 AD3003
 AD3003'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD3003'MARK NOT FOUND.
 AD3003
 AD3003                          STATION RECOVERY (2003)
 AD3003
 AD3003'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD3003'LOCATED IN DENSE BRUSH AND TREE AREA.
 AD3003
 AD3003                          STATION RECOVERY (2005)
 AD3003
 AD3003'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD3003'RECOVERED IN GOOD CONDITION.
 AD3003
 AD3003                          STATION RECOVERY (2005)
 AD3003
 AD3003'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD3003'MARK NOT FOUND
 AD3003' 
 AD3003' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2973 ***********************************************************************
 AD2973  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2973  DESIGNATION -  872 2493 TIDAL 11
 AD2973  PID         -  AD2973
 AD2973  STATE/COUNTY-  FL/PALM BEACH
 AD2973  USGS QUAD   -  JUPITER (1983)
 AD2973
 AD2973                         *CURRENT SURVEY CONTROL
 AD2973  ___________________________________________________________________
 AD2973* NAD 83(1986)-  26 56 53.     (N)    080 05 07.     (W)     SCALED    
 AD2973* NAVD 88     -         3.345  (meters)      10.97   (feet)  ADJUSTED  
 AD2973  ___________________________________________________________________
 AD2973  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AD2973  DYNAMIC HT  -           3.339 (meters)      10.95  (feet)  COMP
 AD2973  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 AD2973
 AD2973  VERT ORDER  -  SECOND    CLASS 0
 AD2973
 AD2973.The horizontal coordinates were scaled from a topographic map and have
 AD2973.an estimated accuracy of +/- 6 seconds.
 AD2973
 AD2973.The orthometric height was determined by differential leveling
 AD2973.and adjusted by the National Geodetic Survey in June 1991..
 AD2973
 AD2973.This Tidal Bench Mark is designated as VM 5549
 AD2973.by the Center for Operational Oceanographic Products and Services.
 AD2973
 AD2973.The geoid height was determined by GEOID03.
 AD2973
 AD2973.The dynamic height is computed by dividing the NAVD 88
 AD2973.geopotential number by the normal gravity value computed on the
 AD2973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2973.degrees latitude (g = 980.6199 gals.).
 AD2973
 AD2973.The modeled gravity was interpolated from observed gravity values.
 AD2973
 AD2973;                    North         East    Units  Estimated Accuracy
 AD2973;SPC FL E     -   289,980.      290,830.      MT  (+/- 180 meters Scaled)
 AD2973
 AD2973                          SUPERSEDED SURVEY CONTROL
 AD2973
 AD2973  NGVD 29 (09/01/92)    3.804  (m)           12.48   (f) ADJUSTED    2 0
 AD2973
 AD2973.Superseded values are not recommended for survey control.
 AD2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2973.See file dsdata.txt to determine how the superseded data were derived.
 AD2973
 AD2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK907810(NAD 83)
 AD2973_MARKER: DB = BENCH MARK DISK
 AD2973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2973_SP_SET: BRIDGE
 AD2973_STAMPING: NO 11 1968
 AD2973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2973+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD2973
 AD2973  HISTORY     - Date     Condition        Report By
 AD2973  HISTORY     - 1968     MONUMENTED       CGS
 AD2973  HISTORY     - 1970     GOOD             NGS
 AD2973  HISTORY     - 1972     GOOD             NGS
 AD2973  HISTORY     - 1980     GOOD             FLDNR
 AD2973  HISTORY     - 1981     GOOD             FLDNR
 AD2973  HISTORY     - 19890806 GOOD             USPSQD
 AD2973  HISTORY     - 19940709 GOOD             USPSQD
 AD2973  HISTORY     - 20020629 GOOD             USPSQD
 AD2973  HISTORY     - 20030708 GOOD             USPSQD
 AD2973  HISTORY     - 20040917 GOOD             USPSQD
 AD2973
 AD2973                          STATION DESCRIPTION
 AD2973
 AD2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2973'AT JUPITER.
 AD2973'AT JUPITER, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE
 AD2973'JUNCTION OF STATE HIGHWAY 707 LEADING EAST, AT THE NORTH END OF
 AD2973'THE U.S. HIGHWAY 1 BRIDGE OVER THE LOXAHATCHEE RIVER, SET ON THE
 AD2973'TOP OF THE WING WALL AT THE NORTHWEST CORNER OF THE ABANDONED
 AD2973'HIGHWAY BRIDGE OVER THE RIVER, 63 FEET WEST OF THE WEST EDGE OF
 AD2973'THE NEW HIGHWAY BRIDGE, 14 1/2 FEET WEST OF THE CENTER LINE OF
 AD2973'THE ABANDONED HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE OLD
 AD2973'HIGHWAY.
 AD2973
 AD2973                          STATION RECOVERY (1972)
 AD2973
 AD2973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (1980)
 AD2973
 AD2973'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (1981)
 AD2973
 AD2973'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2973'THE MARK IS SET FLUSH IN THE NORTHWEST ABUTMENT OF AN ABANDONED BRIDGE
 AD2973'ADJACENT ON THE WEST TO U.S. HIGHWAY 1 BRIDGE ACROSS THE LOXAHATCHEE
 AD2973'RIVER - INTRACOASTAL WATERWAY.  IT IS ON THE WEST SIDE OF THE BRIDGE,
 AD2973'AT THE NORTH END WHERE IT MEETS THE SHORE AND IS NEARLY LEVEL WITH AN
 AD2973'OLD ROADWAY LEADING ACROSS THE BRIDGE.  THE MARK IS 73 FEET SOUTH FROM
 AD2973'A SET OF STONE STEPS LEADING UP THE NORTHWEST APPROACH AND ABUTMENT TO
 AD2973'U.S. HIGHWAY 1 BRIDGE, AND 69 FEET WEST OF THE STEEL AND CONCRETE
 AD2973'SUPPORTS OF THE BRIDGE.
 AD2973
 AD2973                          STATION RECOVERY (1989)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (1994)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2002)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2003)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2004)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2999 ***********************************************************************
 AD2999  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2999  DESIGNATION -  872 2493 TIDAL 3
 AD2999  PID         -  AD2999
 AD2999  STATE/COUNTY-  FL/PALM BEACH
 AD2999  USGS QUAD   -  JUPITER (1983)
 AD2999
 AD2999                         *CURRENT SURVEY CONTROL
 AD2999  ___________________________________________________________________
 AD2999* NAD 83(1986)-  26 56 54.     (N)    080 04 55.     (W)     SCALED    
 AD2999* NAVD 88     -        10.241  (meters)      33.60   (feet)  ADJUSTED  
 AD2999  ___________________________________________________________________
 AD2999  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AD2999  DYNAMIC HT  -          10.225 (meters)      33.55  (feet)  COMP
 AD2999  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 AD2999
 AD2999  VERT ORDER  -  FIRST     CLASS II
 AD2999
 AD2999.The horizontal coordinates were scaled from a topographic map and have
 AD2999.an estimated accuracy of +/- 6 seconds.
 AD2999
 AD2999.The orthometric height was determined by differential leveling
 AD2999.and adjusted by the National Geodetic Survey in June 1991..
 AD2999.WARNING-Repeat measurements at this control monument indicate possible
 AD2999.vertical movement.
 AD2999
 AD2999.This Tidal Bench Mark is designated as VM 5545
 AD2999.by the Center for Operational Oceanographic Products and Services.
 AD2999
 AD2999.The geoid height was determined by GEOID03.
 AD2999
 AD2999.The dynamic height is computed by dividing the NAVD 88
 AD2999.geopotential number by the normal gravity value computed on the
 AD2999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2999.degrees latitude (g = 980.6199 gals.).
 AD2999
 AD2999.The modeled gravity was interpolated from observed gravity values.
 AD2999
 AD2999;                    North         East    Units  Estimated Accuracy
 AD2999;SPC FL E     -   290,010.      291,160.      MT  (+/- 180 meters Scaled)
 AD2999
 AD2999                          SUPERSEDED SURVEY CONTROL
 AD2999
 AD2999  NGVD 29 (09/01/92)   10.700  (m)           35.10   (f) ADJUSTED    1 2
 AD2999
 AD2999.Superseded values are not recommended for survey control.
 AD2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2999.See file dsdata.txt to determine how the superseded data were derived.
 AD2999
 AD2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK911810(NAD 83)
 AD2999_MARKER: DJ = TIDAL STATION DISK
 AD2999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2999_SP_SET: CONCRETE RAILING
 AD2999_STAMPING: 3 1929
 AD2999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2999+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AD2999
 AD2999  HISTORY     - Date     Condition        Report By
 AD2999  HISTORY     - 1929     MONUMENTED       CGS
 AD2999  HISTORY     - 1973     GOOD             NGS
 AD2999  HISTORY     - 1981     GOOD             FLDNR
 AD2999  HISTORY     - 19940508 GOOD             USPSQD
 AD2999  HISTORY     - 20031126 GOOD             USPSQD
 AD2999  HISTORY     - 20050413 GOOD             USPSQD
 AD2999
 AD2999                          STATION DESCRIPTION
 AD2999
 AD2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD2999'1.2 MI NE FROM JUPITER.
 AD2999'1.1 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY A1A FROM THE
 AD2999'POST OFFICE IN JUPITER, THENCE 0.15 MILE EAST ALONG STATE
 AD2999'HIGHWAY 707 AFTER CROSSING U.S. HIGHWAY 1, THENCE SOUTH ALONG
 AD2999'BLACK TOP ROAD 0.3 MILE TO THE LIGHTHOUSE, IN SECTION 31, R
 AD2999'43 E, T 40 S, SET IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE
 AD2999'RAILING OF THE SECOND LANDING FROM THE BOTTOM OF THE STEPS
 AD2999'LEADING UP TO THE LIGHTHOUSE.  TIDAL STATION FLORIDA - I - 65
 AD2999'JUPITER INLET, (NEAR LIGHTHOUSE).
 AD2999
 AD2999                          STATION RECOVERY (1981)
 AD2999
 AD2999'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2999'BEGIN AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD2999'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A BLACK
 AD2999'TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE U.S. COAST
 AD2999'GUARD STATION, SET IN THE TOP OF THE CENTER ONE OF THREE STEPS IN THE
 AD2999'WEST GUARDRAIL TO THE STEPS LEADING TO THE LIGHTHOUSE AND 10 FEET
 AD2999'ABOVE THE LEVEL OF THE DRIVE.
 AD2999
 AD2999                          STATION RECOVERY (1994)
 AD2999
 AD2999'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2999'RECOVERED IN GOOD CONDITION.
 AD2999
 AD2999                          STATION RECOVERY (2003)
 AD2999
 AD2999'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2999'RECOVERED IN GOOD CONDITION.
 AD2999
 AD2999                          STATION RECOVERY (2005)
 AD2999
 AD2999'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD3001 ***********************************************************************
 AD3001  TIDAL BM    -  This is a Tidal Bench Mark.
 AD3001  DESIGNATION -  872 2493 TIDAL 4
 AD3001  PID         -  AD3001
 AD3001  STATE/COUNTY-  FL/PALM BEACH
 AD3001  USGS QUAD   -  JUPITER (1983)
 AD3001
 AD3001                         *CURRENT SURVEY CONTROL
 AD3001  ___________________________________________________________________
 AD3001* NAD 83(1986)-  26 56 55.     (N)    080 04 53.     (W)     SCALED    
 AD3001* NAVD 88     -        10.370  (meters)      34.02   (feet)  ADJUSTED  
 AD3001  ___________________________________________________________________
 AD3001  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AD3001  DYNAMIC HT  -          10.354 (meters)      33.97  (feet)  COMP
 AD3001  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 AD3001
 AD3001  VERT ORDER  -  SECOND    CLASS 0
 AD3001
 AD3001.The horizontal coordinates were scaled from a topographic map and have
 AD3001.an estimated accuracy of +/- 6 seconds.
 AD3001
 AD3001.The orthometric height was determined by differential leveling
 AD3001.and adjusted by the National Geodetic Survey in June 1991..
 AD3001.WARNING-Repeat measurements at this control monument indicate possible
 AD3001.vertical movement.
 AD3001
 AD3001.This Tidal Bench Mark is designated as VM 5548
 AD3001.by the Center for Operational Oceanographic Products and Services.
 AD3001
 AD3001.The geoid height was determined by GEOID03.
 AD3001
 AD3001.The dynamic height is computed by dividing the NAVD 88
 AD3001.geopotential number by the normal gravity value computed on the
 AD3001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD3001.degrees latitude (g = 980.6199 gals.).
 AD3001
 AD3001.The modeled gravity was interpolated from observed gravity values.
 AD3001
 AD3001;                    North         East    Units  Estimated Accuracy
 AD3001;SPC FL E     -   290,040.      291,220.      MT  (+/- 180 meters Scaled)
 AD3001
 AD3001                          SUPERSEDED SURVEY CONTROL
 AD3001
 AD3001  NGVD 29 (09/01/92)   10.830  (m)           35.53   (f) ADJUSTED    2 0
 AD3001
 AD3001.Superseded values are not recommended for survey control.
 AD3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD3001.See file dsdata.txt to determine how the superseded data were derived.
 AD3001
 AD3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK911810(NAD 83)
 AD3001_MARKER: DJ = TIDAL STATION DISK
 AD3001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD3001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AD3001_STAMPING: NO 4 1967
 AD3001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD3001+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AD3001
 AD3001  HISTORY     - Date     Condition        Report By
 AD3001  HISTORY     - 1967     MONUMENTED       CGS
 AD3001  HISTORY     - 1970     GOOD             NGS
 AD3001  HISTORY     - 1972     GOOD             NGS
 AD3001  HISTORY     - 1981     GOOD             FLDNR
 AD3001  HISTORY     - 19940508 GOOD             USPSQD
 AD3001  HISTORY     - 20031126 GOOD             USPSQD
 AD3001  HISTORY     - 20050413 GOOD             USPSQD
 AD3001
 AD3001                          STATION DESCRIPTION
 AD3001
 AD3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD3001'AT JUPITER.
 AD3001'AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3001'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A
 AD3001'BLACK TOPPED ROAD, IN SECTION 31, R 43 E, T 40 S, ON THE NORTH
 AD3001'BANK OF JUPITER INLET, AT THE U.S. COAST GUARD STATION, 78.5 FEET
 AD3001'NORTHEAST OF TIDAL MARK NO. 1 DESCRIBED, 55 FEET NORTH OF THE
 AD3001'NORTHWEST CORNER OF THE COAST GUARD OFFICE BLDG, 18 FEET SOUTHEAST
 AD3001'OF A POWER LINE POLE, ABOUT LEVEL WITH TIDAL 1 AND SET ON THE
 AD3001'TOP OF A CONCRETE FILLED PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 AD3001'LEVEL OF THE GROUND.  NEAR LIGHTHOUSE.
 AD3001
 AD3001                          STATION RECOVERY (1972)
 AD3001
 AD3001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD3001'RECOVERED IN GOOD CONDITION.
 AD3001
 AD3001                          STATION RECOVERY (1981)
 AD3001
 AD3001'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD3001'BEGIN AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3001'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A BLACK
 AD3001'TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE U.S. COAST
 AD3001'GUARD STATION, 78.5 FEET NORTHEAST OF BENCH MARK NO 1 1967, 55 FEET
 AD3001'NORTH OF THE NORTHWEST CORNER OF THE COAST GUARD OFFICE BUILDING, 18
 AD3001'FEET SOUTHEAST OF A POWER LINE POLE, ABOUT LEVEL WITH BENCH MARK NO 1
 AD3001'1967, AND SET ON THE TOP OF A CONCRETE FILLED PIPE WHICH PROJECTS 2
 AD3001'INCHES ABOVE THE LEVEL OF THE GROUND.
 AD3001
 AD3001                          STATION RECOVERY (1994)
 AD3001
 AD3001'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD3001'RECOVERED IN GOOD CONDITION.
 AD3001
 AD3001                          STATION RECOVERY (2003)
 AD3001
 AD3001'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD3001'LOCATED IN DENSE BRUSH AND TREE AREA.
 AD3001
 AD3001                          STATION RECOVERY (2005)
 AD3001
 AD3001'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD3001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8090 ***********************************************************************
 AD8090  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8090  DESIGNATION -  872 2494 F TIDAL
 AD8090  PID         -  AD8090
 AD8090  STATE/COUNTY-  FL/PALM BEACH
 AD8090  USGS QUAD   -  JUPITER (1983)
 AD8090
 AD8090                         *CURRENT SURVEY CONTROL
 AD8090  ___________________________________________________________________
 AD8090* NAD 83(1986)-  26 56 31.     (N)    080 07 18.     (W)     SCALED    
 AD8090* NAVD 88     -         2.110  (meters)       6.92   (feet)  ADJUSTED  
 AD8090  ___________________________________________________________________
 AD8090  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AD8090  DYNAMIC HT  -           2.107 (meters)       6.91  (feet)  COMP
 AD8090  MODELED GRAV-     979,095.9   (mgal)                       NAVD 88
 AD8090
 AD8090  VERT ORDER  -  SECOND    CLASS I
 AD8090
 AD8090.The horizontal coordinates were scaled from a topographic map and have
 AD8090.an estimated accuracy of +/- 6 seconds.
 AD8090
 AD8090.The orthometric height was determined by differential leveling
 AD8090.and adjusted by the National Geodetic Survey in September 1996..
 AD8090
 AD8090.This Tidal Bench Mark is designated as VM 17185
 AD8090.by the Center for Operational Oceanographic Products and Services.
 AD8090
 AD8090.The geoid height was determined by GEOID03.
 AD8090
 AD8090.The dynamic height is computed by dividing the NAVD 88
 AD8090.geopotential number by the normal gravity value computed on the
 AD8090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8090.degrees latitude (g = 980.6199 gals.).
 AD8090
 AD8090.The modeled gravity was interpolated from observed gravity values.
 AD8090
 AD8090;                    North         East    Units  Estimated Accuracy
 AD8090;SPC FL E     -   289,280.      287,220.      MT  (+/- 180 meters Scaled)
 AD8090
 AD8090                          SUPERSEDED SURVEY CONTROL
 AD8090
 AD8090  NGVD 29 (09/01/92)    2.571  (m)            8.44   (f) ADJUSTED    2 1
 AD8090
 AD8090.Superseded values are not recommended for survey control.
 AD8090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8090.See file dsdata.txt to determine how the superseded data were derived.
 AD8090
 AD8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK871803(NAD 83)
 AD8090_MARKER: DJ = TIDAL STATION DISK
 AD8090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8090_SP_SET: CONCRETE BRIDGE ARUTMENT
 AD8090_STAMPING: 2494 F 1986
 AD8090_MARK LOGO: NOS   
 AD8090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8090+STABILITY: SURFACE MOTION
 AD8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8090+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AD8090
 AD8090  HISTORY     - Date     Condition        Report By
 AD8090  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8090  HISTORY     - 19950114 GOOD             USPSQD
 AD8090  HISTORY     - 20020208 GOOD             USPSQD
 AD8090  HISTORY     - 20030221 GOOD             USPSQD
 AD8090  HISTORY     - 20040303 GOOD             USPSQD
 AD8090
 AD8090                          STATION DESCRIPTION
 AD8090
 AD8090'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8090'1.6 MI WEST FROM JUPITER.
 AD8090'BEGIN AT THE F.E.C. RAILROAD CROSSING OF STATE HIGHWAY 706 IN
 AD8090'JUPITER, GO 2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF
 AD8090'CENTER STREET, GO 0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION
 AD8090'OF LOXAHATCHEE ROAD, GO NORTHERLY ON LOXAHATCHEE ROAD 0.3 MILE TO THE
 AD8090'MARK.  THE MARK IS SET IN THE NORTHWEST CORNER OF A BRIDGE AND BEARS
 AD8090'18.2 FEET WEST OF THE CENTERLINE OF THE BRIDGE.
 AD8090'THE MARK IS 0.6 FT ABOVE ROAD.
 AD8090
 AD8090                          STATION RECOVERY (1995)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8090'RECOVERED IN GOOD CONDITION.
 AD8090
 AD8090                          STATION RECOVERY (2002)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8090'THE BRIDGE IS DESIGNATED 934112.
 AD8090
 AD8090                          STATION RECOVERY (2003)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8090'RECOVERED IN GOOD CONDITION.
 AD8090
 AD8090                          STATION RECOVERY (2004)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6269 ***********************************************************************
 AD6269  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6269  DESIGNATION -  872 2494 TIDAL 1
 AD6269  PID         -  AD6269
 AD6269  STATE/COUNTY-  FL/PALM BEACH
 AD6269  USGS QUAD   -  JUPITER (1983)
 AD6269
 AD6269                         *CURRENT SURVEY CONTROL
 AD6269  ___________________________________________________________________
 AD6269* NAD 83(1986)-  26 56 38.     (N)    080 07 12.     (W)     SCALED    
 AD6269* NAVD 88     -         0.734  (meters)       2.41   (feet)  ADJUSTED  
 AD6269  ___________________________________________________________________
 AD6269  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AD6269  DYNAMIC HT  -           0.733 (meters)       2.40  (feet)  COMP
 AD6269  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 AD6269
 AD6269  VERT ORDER  -  SECOND    CLASS I
 AD6269
 AD6269.The horizontal coordinates were scaled from a topographic map and have
 AD6269.an estimated accuracy of +/- 6 seconds.
 AD6269
 AD6269.The orthometric height was determined by differential leveling
 AD6269.and adjusted by the National Geodetic Survey in June 1991..
 AD6269
 AD6269.This Tidal Bench Mark is designated as VM 5552
 AD6269.by the Center for Operational Oceanographic Products and Services.
 AD6269
 AD6269.The geoid height was determined by GEOID03.
 AD6269
 AD6269.The dynamic height is computed by dividing the NAVD 88
 AD6269.geopotential number by the normal gravity value computed on the
 AD6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6269.degrees latitude (g = 980.6199 gals.).
 AD6269
 AD6269.The modeled gravity was interpolated from observed gravity values.
 AD6269
 AD6269;                    North         East    Units  Estimated Accuracy
 AD6269;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6269
 AD6269                          SUPERSEDED SURVEY CONTROL
 AD6269
 AD6269  NGVD 29 (09/01/92)    1.194  (m)            3.92   (f) ADJUSTED    2 1
 AD6269
 AD6269.Superseded values are not recommended for survey control.
 AD6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6269.See file dsdata.txt to determine how the superseded data were derived.
 AD6269
 AD6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6269_MARKER: DJ = TIDAL STATION DISK
 AD6269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6269_SP_SET: CONCRETE SEAWALL
 AD6269_STAMPING: NO 1 1972
 AD6269_MARK LOGO: NOS   
 AD6269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6269+STABILITY: SURFACE MOTION
 AD6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6269+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AD6269
 AD6269  HISTORY     - Date     Condition        Report By
 AD6269  HISTORY     - 1972     MONUMENTED       NOS
 AD6269  HISTORY     - 1981     GOOD             FLDNR
 AD6269  HISTORY     - 1987     GOOD             FLDNR
 AD6269  HISTORY     - 19950115 GOOD             USPSQD
 AD6269  HISTORY     - 20020208 GOOD             USPSQD
 AD6269  HISTORY     - 20030221 GOOD             USPSQD
 AD6269  HISTORY     - 20040303 GOOD             USPSQD
 AD6269
 AD6269                          STATION DESCRIPTION
 AD6269
 AD6269'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6269'1.6 MI WEST FROM JUPITER.
 AD6269'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6269'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6269'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6269'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6269'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 29.2
 AD6269'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AT 5660 HOLLY
 AD6269'LANE, AND 17.9 FEET SOUTHWEST OF A WOODEN PIER.
 AD6269
 AD6269                          STATION RECOVERY (1987)
 AD6269
 AD6269'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6269'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS
 AD6269'SOUTHEAST OF HOUSE 5660.
 AD6269
 AD6269                          STATION RECOVERY (1995)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6269'RECOVERED IN GOOD CONDITION.
 AD6269
 AD6269                          STATION RECOVERY (2002)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6269'HOUSE AT 5660 HAS BEEN DEMOLISHED. WOODEN PIER REMOVED. MARK IS 26
 AD6269'FEET NORTH OF NEW WOODEN PIER AND SET ON TOP OF SEAWALL. THE MARK IS
 AD6269'ON THE SOUTHWEST END OF A NORTHEAST/SOUTHWEST SEAWALL AT THE
 AD6269'INTERSECTION OF A NORTH/SOUTH SEAWALL. MARK IS 45 FEET SOUTHWEST OF
 AD6269'STATION 872 2494 TIDAL 2.
 AD6269
 AD6269                          STATION RECOVERY (2003)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6269'RECOVERED IN GOOD CONDITION.
 AD6269
 AD6269                          STATION RECOVERY (2004)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6268 ***********************************************************************
 AD6268  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6268  DESIGNATION -  872 2494 TIDAL 2
 AD6268  PID         -  AD6268
 AD6268  STATE/COUNTY-  FL/PALM BEACH
 AD6268  USGS QUAD   -  JUPITER (1983)
 AD6268
 AD6268                         *CURRENT SURVEY CONTROL
 AD6268  ___________________________________________________________________
 AD6268* NAD 83(1986)-  26 56 38.     (N)    080 07 12.     (W)     SCALED    
 AD6268* NAVD 88     -         0.711  (meters)       2.33   (feet)  ADJUSTED  
 AD6268  ___________________________________________________________________
 AD6268  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AD6268  DYNAMIC HT  -           0.709 (meters)       2.33  (feet)  COMP
 AD6268  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 AD6268
 AD6268  VERT ORDER  -  SECOND    CLASS I
 AD6268
 AD6268.The horizontal coordinates were scaled from a topographic map and have
 AD6268.an estimated accuracy of +/- 6 seconds.
 AD6268
 AD6268.The orthometric height was determined by differential leveling
 AD6268.and adjusted by the National Geodetic Survey in September 1996..
 AD6268
 AD6268.This Tidal Bench Mark is designated as VM 5553
 AD6268.by the Center for Operational Oceanographic Products and Services.
 AD6268
 AD6268.The geoid height was determined by GEOID03.
 AD6268
 AD6268.The dynamic height is computed by dividing the NAVD 88
 AD6268.geopotential number by the normal gravity value computed on the
 AD6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6268.degrees latitude (g = 980.6199 gals.).
 AD6268
 AD6268.The modeled gravity was interpolated from observed gravity values.
 AD6268
 AD6268;                    North         East    Units  Estimated Accuracy
 AD6268;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6268
 AD6268                          SUPERSEDED SURVEY CONTROL
 AD6268
 AD6268  NAVD 88 (06/15/91)    0.713  (m)            2.34   (f) UNKNOWN     2 1
 AD6268  NGVD 29 (09/01/92)    1.172  (m)            3.85   (f) ADJUSTED    2 1
 AD6268
 AD6268.Superseded values are not recommended for survey control.
 AD6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6268.See file dsdata.txt to determine how the superseded data were derived.
 AD6268
 AD6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6268_MARKER: DJ = TIDAL STATION DISK
 AD6268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6268_SP_SET: CONCRETE SEAWALL
 AD6268_STAMPING: NO 2 1972
 AD6268_MARK LOGO: NOS   
 AD6268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6268+STABILITY: SURFACE MOTION
 AD6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6268+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AD6268
 AD6268  HISTORY     - Date     Condition        Report By
 AD6268  HISTORY     - 1972     MONUMENTED       NOS
 AD6268  HISTORY     - 1981     GOOD             FLDNR
 AD6268  HISTORY     - 1987     GOOD             FLDNR
 AD6268  HISTORY     - 19950115 GOOD             USPSQD
 AD6268  HISTORY     - 20020208 GOOD             USPSQD
 AD6268  HISTORY     - 20030221 GOOD             USPSQD
 AD6268  HISTORY     - 20040303 GOOD             USPSQD
 AD6268
 AD6268                          STATION DESCRIPTION
 AD6268
 AD6268'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6268'1.6 MI WEST FROM JUPITER.
 AD6268'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6268'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6268'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6268'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6268'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 20.7
 AD6268'FEET NORTHEAST OF THE EAST EDGE OF A WOODEN PIER, AND 12 FEET
 AD6268'NORTHEAST OF THE CENTERLINE OF THE DRIVE LEADING TO THE PIER.
 AD6268
 AD6268                          STATION RECOVERY (1987)
 AD6268
 AD6268'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6268'RECOVERED IN GOOD CONDITION.
 AD6268
 AD6268                          STATION RECOVERY (1995)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6268'RECOVERED IN GOOD CONDITION.
 AD6268
 AD6268                          STATION RECOVERY (2002)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6268'PAVED DRIVE AND PIER NO LONGER EXIST. MARK IS 45 FEET NORTHEAST OF
 AD6268'STATION 872 2494 TIDAL 1 AND SET ON TOP OF SEAWALL.
 AD6268
 AD6268                          STATION RECOVERY (2003)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6268'RECOVERED IN GOOD CONDITION.
 AD6268
 AD6268                          STATION RECOVERY (2004)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6267 ***********************************************************************
 AD6267  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6267  DESIGNATION -  872 2494 TIDAL 3
 AD6267  PID         -  AD6267
 AD6267  STATE/COUNTY-  FL/PALM BEACH
 AD6267  USGS QUAD   -  JUPITER (1983)
 AD6267
 AD6267                         *CURRENT SURVEY CONTROL
 AD6267  ___________________________________________________________________
 AD6267* NAD 83(1986)-  26 56 38.     (N)    080 07 12.     (W)     SCALED    
 AD6267* NAVD 88     -         1.152  (meters)       3.78   (feet)  ADJUSTED  
 AD6267  ___________________________________________________________________
 AD6267  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AD6267  DYNAMIC HT  -           1.151 (meters)       3.78  (feet)  COMP
 AD6267  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 AD6267
 AD6267  VERT ORDER  -  SECOND    CLASS I
 AD6267
 AD6267.The horizontal coordinates were scaled from a topographic map and have
 AD6267.an estimated accuracy of +/- 6 seconds.
 AD6267
 AD6267.The orthometric height was determined by differential leveling
 AD6267.and adjusted by the National Geodetic Survey in June 1991..
 AD6267
 AD6267.This Tidal Bench Mark is designated as VM 5554
 AD6267.by the Center for Operational Oceanographic Products and Services.
 AD6267
 AD6267.The geoid height was determined by GEOID03.
 AD6267
 AD6267.The dynamic height is computed by dividing the NAVD 88
 AD6267.geopotential number by the normal gravity value computed on the
 AD6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6267.degrees latitude (g = 980.6199 gals.).
 AD6267
 AD6267.The modeled gravity was interpolated from observed gravity values.
 AD6267
 AD6267;                    North         East    Units  Estimated Accuracy
 AD6267;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6267
 AD6267                          SUPERSEDED SURVEY CONTROL
 AD6267
 AD6267  NGVD 29 (09/01/92)    1.613  (m)            5.29   (f) ADJUSTED    2 1
 AD6267
 AD6267.Superseded values are not recommended for survey control.
 AD6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6267.See file dsdata.txt to determine how the superseded data were derived.
 AD6267
 AD6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6267_MARKER: DJ = TIDAL STATION DISK
 AD6267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6267_SP_SET: CONCRETE CURBING
 AD6267_STAMPING: NO 3 1972
 AD6267_MARK LOGO: NOS   
 AD6267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6267
 AD6267  HISTORY     - Date     Condition        Report By
 AD6267  HISTORY     - 1972     MONUMENTED       NOS
 AD6267  HISTORY     - 1981     GOOD             FLDNR
 AD6267  HISTORY     - 1987     GOOD             FLDNR
 AD6267  HISTORY     - 19950115 GOOD             USPSQD
 AD6267  HISTORY     - 20020208 MARK NOT FOUND   USPSQD
 AD6267  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6267  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 AD6267
 AD6267                          STATION DESCRIPTION
 AD6267
 AD6267'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6267'1.6 MI WEST FROM JUPITER.
 AD6267'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6267'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6267'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6267'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6267'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 40
 AD6267'FEET SOUTHEAST OF HOLLY LANE CENTERLINE, AND 8 FEET SOUTHWEST OF THE
 AD6267'APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO A PIER.
 AD6267
 AD6267                          STATION RECOVERY (1987)
 AD6267
 AD6267'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6267'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS SOUTH
 AD6267'OF THE ROAD AND WEST OF THE DRIVE.
 AD6267
 AD6267                          STATION RECOVERY (1995)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6267'RECOVERED IN GOOD CONDITION.
 AD6267
 AD6267                          STATION RECOVERY (2002)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6267'PAVED DRIVE AND PIER NO LONGER EXIST. SITE IS UNDER CONSTRUCTION.
 AD6267
 AD6267                          STATION RECOVERY (2003)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6267'MARK NOT FOUND.
 AD6267
 AD6267                          STATION RECOVERY (2004)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6266 ***********************************************************************
 AD6266  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6266  DESIGNATION -  872 2494 TIDAL 4
 AD6266  PID         -  AD6266
 AD6266  STATE/COUNTY-  FL/PALM BEACH
 AD6266  USGS QUAD   -  JUPITER (1983)
 AD6266
 AD6266                         *CURRENT SURVEY CONTROL
 AD6266  ___________________________________________________________________
 AD6266* NAD 83(1986)-  26 56 38.     (N)    080 07 12.     (W)     SCALED    
 AD6266* NAVD 88     -         1.358  (meters)       4.46   (feet)  ADJUSTED  
 AD6266  ___________________________________________________________________
 AD6266  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AD6266  DYNAMIC HT  -           1.356 (meters)       4.45  (feet)  COMP
 AD6266  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 AD6266
 AD6266  VERT ORDER  -  SECOND    CLASS I
 AD6266
 AD6266.The horizontal coordinates were scaled from a topographic map and have
 AD6266.an estimated accuracy of +/- 6 seconds.
 AD6266
 AD6266.The orthometric height was determined by differential leveling
 AD6266.and adjusted by the National Geodetic Survey in June 1991..
 AD6266
 AD6266.This Tidal Bench Mark is designated as VM 5555
 AD6266.by the Center for Operational Oceanographic Products and Services.
 AD6266
 AD6266.The geoid height was determined by GEOID03.
 AD6266
 AD6266.The dynamic height is computed by dividing the NAVD 88
 AD6266.geopotential number by the normal gravity value computed on the
 AD6266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6266.degrees latitude (g = 980.6199 gals.).
 AD6266
 AD6266.The modeled gravity was interpolated from observed gravity values.
 AD6266
 AD6266;                    North         East    Units  Estimated Accuracy
 AD6266;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6266
 AD6266                          SUPERSEDED SURVEY CONTROL
 AD6266
 AD6266  NGVD 29 (09/01/92)    1.818  (m)            5.96   (f) ADJUSTED    2 1
 AD6266
 AD6266.Superseded values are not recommended for survey control.
 AD6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6266.See file dsdata.txt to determine how the superseded data were derived.
 AD6266
 AD6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6266_MARKER: DJ = TIDAL STATION DISK
 AD6266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6266_SP_SET: CONCRETE CURBING
 AD6266_STAMPING: NO 4 1972
 AD6266_MARK LOGO: NOS   
 AD6266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6266
 AD6266  HISTORY     - Date     Condition        Report By
 AD6266  HISTORY     - 1972     MONUMENTED       NOS
 AD6266  HISTORY     - 1981     GOOD             FLDNR
 AD6266  HISTORY     - 1987     GOOD             FLDNR
 AD6266  HISTORY     - 19950114 GOOD             USPSQD
 AD6266  HISTORY     - 20020208 MARK NOT FOUND   USPSQD
 AD6266  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6266  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 AD6266
 AD6266                          STATION DESCRIPTION
 AD6266
 AD6266'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6266'1.6 MI WEST FROM JUPITER.
 AD6266'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6266'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6266'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6266'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6266'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 50.8
 AD6266'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT THE NORTHEAST END
 AD6266'OF HOLLY LANE, AND 9.8 FEET NORTH OF HOLLY LANE CENTERLINE.
 AD6266
 AD6266                          STATION RECOVERY (1987)
 AD6266
 AD6266'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6266'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS SOUTH
 AD6266'OF THE SOUTHEAST OF HOUSE AND NORTH OF ROAD.
 AD6266
 AD6266                          STATION RECOVERY (1995)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6266'RECOVERED IN GOOD CONDITION.
 AD6266
 AD6266                          STATION RECOVERY (2002)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6266'A NEW 2 STORY HOME (UNDER CONSTRUCTION) HAS BEEN BUILT OVER SITE. THE
 AD6266'HOUSE DESCRIBED AT THE NORTHEAST END OF HOLLY LANE (ONE STORY - 5663)
 AD6266'IS PENDING DEMOLITION.
 AD6266
 AD6266                          STATION RECOVERY (2003)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6266'MARK NOT FOUND.
 AD6266
 AD6266                          STATION RECOVERY (2004)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6270 ***********************************************************************
 AD6270  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6270  DESIGNATION -  872 2494 TIDAL 5
 AD6270  PID         -  AD6270
 AD6270  STATE/COUNTY-  FL/PALM BEACH
 AD6270  USGS QUAD   -  JUPITER (1983)
 AD6270
 AD6270                         *CURRENT SURVEY CONTROL
 AD6270  ___________________________________________________________________
 AD6270* NAD 83(1986)-  26 56 38.     (N)    080 07 12.     (W)     SCALED    
 AD6270* NAVD 88     -         1.355  (meters)       4.45   (feet)  ADJUSTED  
 AD6270  ___________________________________________________________________
 AD6270  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AD6270  DYNAMIC HT  -           1.352 (meters)       4.44  (feet)  COMP
 AD6270  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 AD6270
 AD6270  VERT ORDER  -  SECOND    CLASS I
 AD6270
 AD6270.The horizontal coordinates were scaled from a topographic map and have
 AD6270.an estimated accuracy of +/- 6 seconds.
 AD6270
 AD6270.The orthometric height was determined by differential leveling
 AD6270.and adjusted by the National Geodetic Survey in June 1991..
 AD6270
 AD6270.This Tidal Bench Mark is designated as VM 5556
 AD6270.by the Center for Operational Oceanographic Products and Services.
 AD6270
 AD6270.The geoid height was determined by GEOID03.
 AD6270
 AD6270.The dynamic height is computed by dividing the NAVD 88
 AD6270.geopotential number by the normal gravity value computed on the
 AD6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6270.degrees latitude (g = 980.6199 gals.).
 AD6270
 AD6270.The modeled gravity was interpolated from observed gravity values.
 AD6270
 AD6270;                    North         East    Units  Estimated Accuracy
 AD6270;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6270
 AD6270                          SUPERSEDED SURVEY CONTROL
 AD6270
 AD6270  NGVD 29 (09/01/92)    1.815  (m)            5.95   (f) ADJUSTED    2 1
 AD6270
 AD6270.Superseded values are not recommended for survey control.
 AD6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6270.See file dsdata.txt to determine how the superseded data were derived.
 AD6270
 AD6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6270_MARKER: DJ = TIDAL STATION DISK
 AD6270_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6270_SP_SET: CONCRETE CURBING
 AD6270_STAMPING: NO 5 1972
 AD6270_MARK LOGO: NOS   
 AD6270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6270
 AD6270  HISTORY     - Date     Condition        Report By
 AD6270  HISTORY     - 1972     MONUMENTED       NOS
 AD6270  HISTORY     - 1981     GOOD             FLDNR
 AD6270  HISTORY     - 1987     GOOD             FLDNR
 AD6270  HISTORY     - 19950115 GOOD             USPSQD
 AD6270  HISTORY     - 20020208 MARK NOT FOUND   USPSQD
 AD6270  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6270  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 AD6270
 AD6270                          STATION DESCRIPTION
 AD6270
 AD6270'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6270'1.6 MI WEST FROM JUPITER.
 AD6270'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6270'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6270'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6270'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6270'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 59
 AD6270'FEET NORTH OF HOLLY LANE CENTERLINE, AND 53 FEET EAST OF THE SOUTHEAST
 AD6270'CORNER OF THE LAST HOUSE ON THE NORTH SIDE OF HOLLY LANE.
 AD6270
 AD6270                          STATION RECOVERY (1987)
 AD6270
 AD6270'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6270'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS EAST
 AD6270'OF THE SOUTHEAST CORNER OF HOUSE 5663.
 AD6270
 AD6270                          STATION RECOVERY (1995)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6270'RECOVERED IN GOOD CONDITION.
 AD6270
 AD6270                          STATION RECOVERY (2002)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6270'A NEW 2 STORY HOME (UNDER CONSTRUCTION) HAS BEEN BUILT ON SITE. THE
 AD6270'LAST HOUSE ON THE NORTH END OF HOLLY LANE (ONE STORY - 5663) IS
 AD6270'PENDING DEMOLITION.
 AD6270
 AD6270                          STATION RECOVERY (2003)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6270'MARK NOT FOUND.
 AD6270
 AD6270                          STATION RECOVERY (2004)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6291 ***********************************************************************
 AD6291  DESIGNATION -  872 2495 J TIDAL FLDNR
 AD6291  PID         -  AD6291
 AD6291  STATE/COUNTY-  FL/PALM BEACH
 AD6291  USGS QUAD   -  JUPITER (1983)
 AD6291
 AD6291                         *CURRENT SURVEY CONTROL
 AD6291  ___________________________________________________________________
 AD6291* NAD 83(1986)-  26 56 39.     (N)    080 04 17.     (W)     SCALED    
 AD6291* NAVD 88     -         3.814  (meters)      12.51   (feet)  ADJUSTED  
 AD6291  ___________________________________________________________________
 AD6291  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AD6291  DYNAMIC HT  -           3.808 (meters)      12.49  (feet)  COMP
 AD6291  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 AD6291
 AD6291  VERT ORDER  -  SECOND    CLASS I
 AD6291
 AD6291.The horizontal coordinates were scaled from a topographic map and have
 AD6291.an estimated accuracy of +/- 6 seconds.
 AD6291
 AD6291.The orthometric height was determined by differential leveling
 AD6291.and adjusted by the National Geodetic Survey in June 1991..
 AD6291
 AD6291.The geoid height was determined by GEOID03.
 AD6291
 AD6291.The dynamic height is computed by dividing the NAVD 88
 AD6291.geopotential number by the normal gravity value computed on the
 AD6291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6291.degrees latitude (g = 980.6199 gals.).
 AD6291
 AD6291.The modeled gravity was interpolated from observed gravity values.
 AD6291
 AD6291;                    North         East    Units  Estimated Accuracy
 AD6291;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6291
 AD6291                          SUPERSEDED SURVEY CONTROL
 AD6291
 AD6291  NGVD 29 (09/01/92)    4.276  (m)           14.03   (f) ADJUSTED    2 1
 AD6291
 AD6291.Superseded values are not recommended for survey control.
 AD6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6291.See file dsdata.txt to determine how the superseded data were derived.
 AD6291
 AD6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6291_MARKER: DJ = TIDAL STATION DISK
 AD6291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6291_SP_SET: CONCRETE POST
 AD6291_STAMPING: 2495 J 1981 BSM
 AD6291_MARK LOGO: FLDNR 
 AD6291_PROJECTION: FLUSH
 AD6291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6291+STABILITY: SURFACE MOTION
 AD6291
 AD6291  HISTORY     - Date     Condition        Report By
 AD6291  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6291  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6291
 AD6291                          STATION DESCRIPTION
 AD6291
 AD6291'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6291'1.4 MI EAST FROM JUPITER.
 AD6291'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6291'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6291'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6291'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6291'BENCH MARK.  THE MARK BEARS 12.0 FEET SOUTH OF THE CENTERLINE OF A
 AD6291'ONE-WAY ROAD RUNNING WEST, 11.6 FEET NORTH-NORTHEAST OF THE CENTERLINE
 AD6291'OF A ONE-WAY ROAD LEADING NORTH AND WEST, 3.4 FEET WEST-NORTHWEST OF A
 AD6291'NO-RIGHT-TURN AND ONE-WAY SIGN, 21.6 FEET SOUTH OF A DO-NOT-ENTER
 AD6291'SIGN, 2.0 FEET NORTH OF THE SOUTH EDGE OF A CONCRETE CURB, 2.7 FEET
 AD6291'SOUTH OF THE NORTH EDGE OF ANOTHER CONCRETE CURB, ABOUT 200 FEET NORTH
 AD6291'OF BENCH MARK R 305 1970, AND 2.6 FEET WEST-NORTHWEST OF A WITNESS
 AD6291'POST.
 AD6291
 AD6291                          STATION RECOVERY (1994)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6291'MARK NOT FOUND.
 AD6291
 AD6291                          STATION RECOVERY (2002)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6291'THE SITE HAS BEEN REDEVELOPED. ALL ONE-WAY ROADS HAVE BEEN REPLACED BY
 AD6291'ONE PAVED 2 LANE ROAD.
 AD6291
 AD6291                          STATION RECOVERY (2003)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6291'MARK NOT FOUND.
 AD6291
 AD6291                          STATION RECOVERY (2004)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6291'MARK NOT FOUND.
 AD6291
 AD6291                          STATION RECOVERY (2005)
 AD6291
 AD6291'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6291'MARK NOT FOUND
 AD6291' 
 AD6291' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6292 ***********************************************************************
 AD6292  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6292  DESIGNATION -  872 2495 K TIDAL
 AD6292  PID         -  AD6292
 AD6292  STATE/COUNTY-  FL/PALM BEACH
 AD6292  USGS QUAD   -  JUPITER (1983)
 AD6292
 AD6292                         *CURRENT SURVEY CONTROL
 AD6292  ___________________________________________________________________
 AD6292* NAD 83(1986)-  26 56 39.     (N)    080 04 17.     (W)     SCALED    
 AD6292* NAVD 88     -         3.998  (meters)      13.12   (feet)  ADJUSTED  
 AD6292  ___________________________________________________________________
 AD6292  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AD6292  DYNAMIC HT  -           3.992 (meters)      13.10  (feet)  COMP
 AD6292  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 AD6292
 AD6292  VERT ORDER  -  SECOND    CLASS I
 AD6292
 AD6292.The horizontal coordinates were scaled from a topographic map and have
 AD6292.an estimated accuracy of +/- 6 seconds.
 AD6292
 AD6292.The orthometric height was determined by differential leveling
 AD6292.and adjusted by the National Geodetic Survey in June 1991..
 AD6292
 AD6292.This Tidal Bench Mark is designated as VM 5559
 AD6292.by the Center for Operational Oceanographic Products and Services.
 AD6292
 AD6292.The geoid height was determined by GEOID03.
 AD6292
 AD6292.The dynamic height is computed by dividing the NAVD 88
 AD6292.geopotential number by the normal gravity value computed on the
 AD6292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6292.degrees latitude (g = 980.6199 gals.).
 AD6292
 AD6292.The modeled gravity was interpolated from observed gravity values.
 AD6292
 AD6292;                    North         East    Units  Estimated Accuracy
 AD6292;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6292
 AD6292                          SUPERSEDED SURVEY CONTROL
 AD6292
 AD6292  NGVD 29 (09/01/92)    4.460  (m)           14.63   (f) ADJUSTED    2 1
 AD6292
 AD6292.Superseded values are not recommended for survey control.
 AD6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6292.See file dsdata.txt to determine how the superseded data were derived.
 AD6292
 AD6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6292_MARKER: DB = BENCH MARK DISK
 AD6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6292_SP_SET: CONCRETE POST
 AD6292_STAMPING: 2495 K 1981 BSM
 AD6292_MARK LOGO: FLDNR 
 AD6292_PROJECTION: FLUSH
 AD6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6292+STABILITY: SURFACE MOTION
 AD6292
 AD6292  HISTORY     - Date     Condition        Report By
 AD6292  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6292  HISTORY     - 1987     GOOD             FLDNR
 AD6292  HISTORY     - 19940608 GOOD             USPSQD
 AD6292  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 AD6292  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6292  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6292  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6292
 AD6292                          STATION DESCRIPTION
 AD6292
 AD6292'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6292'1.4 MI EAST FROM JUPITER.
 AD6292'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6292'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6292'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6292'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6292'BENCH MARK.  THE MARK BEARS 22.0 FEET NORTHWEST OF THE CENTERLINE OF A
 AD6292'ONE-WAY ROAD LEADING SOUTH, 15.8 FEET SOUTHWEST OF A TWIN-TRUNK
 AD6292'AUSTRALIAN PINE, 5.0 FEET WEST OF THE SOUTHERNMOST 1.5-FOOT HIGH,
 AD6292'6-INCH SQUARE CONCRETE GUARD POST, 63.4 FEET WEST-NORTHWEST OF A ROUND
 AD6292'CONCRETE GRILL TABLE, 1.8 FEET EAST-SOUTHEAST OF A WITNESS POST, AND
 AD6292'IS SET UNDER A SEAGRAPE TREE.
 AD6292
 AD6292                          STATION RECOVERY (1987)
 AD6292
 AD6292'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6292'RECOVERED IN GOOD CONDITION.
 AD6292
 AD6292                          STATION RECOVERY (1994)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6292'RECOVERED IN GOOD CONDITION.
 AD6292
 AD6292                          STATION RECOVERY (2002)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6292'THE SITE HAS BEEN REDEVELOPED. ALL ONE-WAY ROADS HAVE BEEN REPLACED BY
 AD6292'ONE PAVED 2 LANE ROAD.
 AD6292
 AD6292                          STATION RECOVERY (2003)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6292'MARK NOT FOUND.
 AD6292
 AD6292                          STATION RECOVERY (2004)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6292'MARK NOT FOUND.
 AD6292
 AD6292                          STATION RECOVERY (2005)
 AD6292
 AD6292'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6292'MARK NOT FOUND
 AD6292' 
 AD6292' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6293 ***********************************************************************
 AD6293  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6293  DESIGNATION -  872 2495 L TIDAL
 AD6293  PID         -  AD6293
 AD6293  STATE/COUNTY-  FL/PALM BEACH
 AD6293  USGS QUAD   -  JUPITER (1983)
 AD6293
 AD6293                         *CURRENT SURVEY CONTROL
 AD6293  ___________________________________________________________________
 AD6293* NAD 83(1986)-  26 56 39.     (N)    080 04 17.     (W)     SCALED    
 AD6293* NAVD 88     -         0.875  (meters)       2.87   (feet)  ADJUSTED  
 AD6293  ___________________________________________________________________
 AD6293  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AD6293  DYNAMIC HT  -           0.873 (meters)       2.86  (feet)  COMP
 AD6293  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 AD6293
 AD6293  VERT ORDER  -  SECOND    CLASS I
 AD6293
 AD6293.The horizontal coordinates were scaled from a topographic map and have
 AD6293.an estimated accuracy of +/- 6 seconds.
 AD6293
 AD6293.The orthometric height was determined by differential leveling
 AD6293.and adjusted by the National Geodetic Survey in June 1991..
 AD6293
 AD6293.This Tidal Bench Mark is designated as VM 5560
 AD6293.by the Center for Operational Oceanographic Products and Services.
 AD6293
 AD6293.The geoid height was determined by GEOID03.
 AD6293
 AD6293.The dynamic height is computed by dividing the NAVD 88
 AD6293.geopotential number by the normal gravity value computed on the
 AD6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6293.degrees latitude (g = 980.6199 gals.).
 AD6293
 AD6293.The modeled gravity was interpolated from observed gravity values.
 AD6293
 AD6293;                    North         East    Units  Estimated Accuracy
 AD6293;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6293
 AD6293                          SUPERSEDED SURVEY CONTROL
 AD6293
 AD6293  NGVD 29 (09/01/92)    1.337  (m)            4.39   (f) ADJUSTED    2 1
 AD6293
 AD6293.Superseded values are not recommended for survey control.
 AD6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6293.See file dsdata.txt to determine how the superseded data were derived.
 AD6293
 AD6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6293_MARKER: DB = BENCH MARK DISK
 AD6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6293_SP_SET: CONCRETE POST
 AD6293_STAMPING: 2495 L 1981 BSM
 AD6293_MARK LOGO: FLDNR 
 AD6293_PROJECTION: FLUSH
 AD6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6293+STABILITY: SURFACE MOTION
 AD6293
 AD6293  HISTORY     - Date     Condition        Report By
 AD6293  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6293  HISTORY     - 1987     GOOD             FLDNR
 AD6293  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20020127 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6293
 AD6293                          STATION DESCRIPTION
 AD6293
 AD6293'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6293'1.4 MI EAST FROM JUPITER.
 AD6293'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6293'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6293'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6293'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6293'BENCH MARK.  THE MARK BEARS 64.0 FEET WEST-NORTHWEST OF THE CENTERLINE
 AD6293'OF A ONE-WAY ROAD LEADING NORTH TO THE INLET PARKING LOT, 65.0 FEET
 AD6293'EAST-NORTHEAST OF THE CENTERLINE OF A ONE-WAY ROAD LEADING SOUTH, 52
 AD6293'FEET NORTH-NORTHWEST OF A ONE-WAY SIGN, 58.5 FEET NORTHEAST OF A
 AD6293'DO-NOT-ENTER SIGN, 48.0 FEET WEST OF THE WESTERNMOST 18-INCH DIAMETER
 AD6293'AUSTRALIAN PINE TREE OF A GROUP OF THREE AUSTRALIAN PINES RANGING IN
 AD6293'SIZE FROM 18 INCHES TO 36 INCHES IN DIAMETER, AND 1.5 FEET SOUTH OF A
 AD6293'WITNESS POST.
 AD6293
 AD6293                          STATION RECOVERY (1987)
 AD6293
 AD6293'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6293'RECOVERED IN GOOD CONDITION.
 AD6293
 AD6293                          STATION RECOVERY (1994)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6293'MARK NOT FOUND.
 AD6293
 AD6293                          STATION RECOVERY (2002)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6293'THE SITE HAS BEEN REDEVELOPED. ALL ONE-WAY ROADS HAVE BEEN REPLACED BY
 AD6293'ONE PAVED 2 LANE ROAD.
 AD6293
 AD6293                          STATION RECOVERY (2003)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6293'MARK NOT FOUND.
 AD6293
 AD6293                          STATION RECOVERY (2004)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6293'MARK NOT FOUND.
 AD6293
 AD6293                          STATION RECOVERY (2005)
 AD6293
 AD6293'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6293'MARK NOT FOUND
 AD6293' 
 AD6293' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8089 ***********************************************************************
 AD8089  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8089  DESIGNATION -  872 2495 M TIDAL
 AD8089  PID         -  AD8089
 AD8089  STATE/COUNTY-  FL/PALM BEACH
 AD8089  USGS QUAD   -  JUPITER (1983)
 AD8089
 AD8089                         *CURRENT SURVEY CONTROL
 AD8089  ___________________________________________________________________
 AD8089* NAD 83(1986)-  26 56 30.     (N)    080 04 17.     (W)     SCALED    
 AD8089* NAVD 88     -         1.994  (meters)       6.54   (feet)  ADJUSTED  
 AD8089  ___________________________________________________________________
 AD8089  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AD8089  DYNAMIC HT  -           1.991 (meters)       6.53  (feet)  COMP
 AD8089  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 AD8089
 AD8089  VERT ORDER  -  SECOND    CLASS I
 AD8089
 AD8089.The horizontal coordinates were scaled from a topographic map and have
 AD8089.an estimated accuracy of +/- 6 seconds.
 AD8089
 AD8089.The orthometric height was determined by differential leveling
 AD8089.and adjusted by the National Geodetic Survey in September 1996..
 AD8089
 AD8089.This Tidal Bench Mark is designated as VM 7470
 AD8089.by the Center for Operational Oceanographic Products and Services.
 AD8089
 AD8089.The geoid height was determined by GEOID03.
 AD8089
 AD8089.The dynamic height is computed by dividing the NAVD 88
 AD8089.geopotential number by the normal gravity value computed on the
 AD8089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8089.degrees latitude (g = 980.6199 gals.).
 AD8089
 AD8089.The modeled gravity was interpolated from observed gravity values.
 AD8089
 AD8089;                    North         East    Units  Estimated Accuracy
 AD8089;SPC FL E     -   289,280.      292,210.      MT  (+/- 180 meters Scaled)
 AD8089
 AD8089                          SUPERSEDED SURVEY CONTROL
 AD8089
 AD8089  NGVD 29 (09/01/92)    2.456  (m)            8.06   (f) ADJUSTED    2 1
 AD8089
 AD8089.Superseded values are not recommended for survey control.
 AD8089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8089.See file dsdata.txt to determine how the superseded data were derived.
 AD8089
 AD8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921803(NAD 83)
 AD8089_MARKER: DJ = TIDAL STATION DISK
 AD8089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8089_SP_SET: SMALL BRIDGE ABUTMENT
 AD8089_STAMPING: 2495 M 1986
 AD8089_MARK LOGO: NOS   
 AD8089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8089+STABILITY: SURFACE MOTION
 AD8089
 AD8089  HISTORY     - Date     Condition        Report By
 AD8089  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8089  HISTORY     - 19940608 GOOD             USPSQD
 AD8089  HISTORY     - 20020127 MARK NOT FOUND   USPSQD
 AD8089  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD8089  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD8089  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8089
 AD8089                          STATION DESCRIPTION
 AD8089
 AD8089'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8089'1.3 MI WEST FROM JUPITER.
 AD8089'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A AND U.S. HIGHWAY 1 IN
 AD8089'JUPITER.  GO 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY A1A TO THE
 AD8089'JUNCTION OF JUPITER BEACH ROAD GO 0.25 MILE ALONG JUPITER BEACH ROAD
 AD8089'TO A SMALL BRIDGE AND THE MARK.  THE MARK IS SET IN THE NORTHWEST
 AD8089'BRIDGE ABUTMENT.  THE MARK BEARS 22.2 FEET NORTH OF THE CENTERLINE OF
 AD8089'THE EDWIN P. PEDERSON BRIDGE, 0.7 FOOT NORTHWEST OF THE NORTHWEST
 AD8089'CONCRETE BRIDGE RAIL AND ABOUT 0.25 MILE SOUTH SOUTHWEST OF TIDAL
 AD8089'BENCH MARK 2495 L 1981 BSM.
 AD8089'THE MARK IS ABOVE LEVEL WITH ROAD.
 AD8089
 AD8089                          STATION RECOVERY (1994)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8089'RECOVERED IN GOOD CONDITION.
 AD8089
 AD8089                          STATION RECOVERY (2002)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8089'THE BRIDGE HAS BEEN COMPLETELY REBUILT.
 AD8089
 AD8089                          STATION RECOVERY (2003)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8089'MARK NOT FOUND.
 AD8089
 AD8089                          STATION RECOVERY (2004)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8089'MARK NOT FOUND.
 AD8089
 AD8089                          STATION RECOVERY (2005)
 AD8089
 AD8089'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8089'MARK NOT FOUND
 AD8089' 
 AD8089' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6281 ***********************************************************************
 AD6281  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6281  DESIGNATION -  872 2499 TIDAL 1
 AD6281  PID         -  AD6281
 AD6281  STATE/COUNTY-  FL/PALM BEACH
 AD6281  USGS QUAD   -  JUPITER (1983)
 AD6281
 AD6281                         *CURRENT SURVEY CONTROL
 AD6281  ___________________________________________________________________
 AD6281* NAD 83(1986)-  26 56 07.     (N)    080 05 05.     (W)     SCALED    
 AD6281* NAVD 88     -         1.962  (meters)       6.44   (feet)  ADJUSTED  
 AD6281  ___________________________________________________________________
 AD6281  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD6281  DYNAMIC HT  -           1.959 (meters)       6.43  (feet)  COMP
 AD6281  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AD6281
 AD6281  VERT ORDER  -  SECOND    CLASS I
 AD6281
 AD6281.The horizontal coordinates were scaled from a topographic map and have
 AD6281.an estimated accuracy of +/- 6 seconds.
 AD6281
 AD6281.The orthometric height was determined by differential leveling
 AD6281.and adjusted by the National Geodetic Survey in September 1996..
 AD6281
 AD6281.This Tidal Bench Mark is designated as VM 15814
 AD6281.by the Center for Operational Oceanographic Products and Services.
 AD6281
 AD6281.The geoid height was determined by GEOID03.
 AD6281
 AD6281.The dynamic height is computed by dividing the NAVD 88
 AD6281.geopotential number by the normal gravity value computed on the
 AD6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6281.degrees latitude (g = 980.6199 gals.).
 AD6281
 AD6281.The modeled gravity was interpolated from observed gravity values.
 AD6281
 AD6281;                    North         East    Units  Estimated Accuracy
 AD6281;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6281
 AD6281                          SUPERSEDED SURVEY CONTROL
 AD6281
 AD6281  NAVD 88 (06/15/91)    1.970  (m)            6.46   (f) UNKNOWN     2 1
 AD6281  NGVD 29 (09/01/92)    2.427  (m)            7.96   (f) ADJUSTED    2 1
 AD6281
 AD6281.Superseded values are not recommended for survey control.
 AD6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6281.See file dsdata.txt to determine how the superseded data were derived.
 AD6281
 AD6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6281_MARKER: DJ = TIDAL STATION DISK
 AD6281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD6281_SP_SET: CONCRETE DRAIN GUTTER
 AD6281_STAMPING: NO 1 1972
 AD6281_MARK LOGO: NOS   
 AD6281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6281
 AD6281  HISTORY     - Date     Condition        Report By
 AD6281  HISTORY     - 1972     MONUMENTED       NOS
 AD6281  HISTORY     - 1981     GOOD             FLDNR
 AD6281  HISTORY     - 1986     GOOD             FLDNR
 AD6281  HISTORY     - 19890813 GOOD             USPSQD
 AD6281  HISTORY     - 19940709 GOOD             USPSQD
 AD6281  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6281  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6281  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6281
 AD6281                          STATION DESCRIPTION
 AD6281
 AD6281'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6281'1.05 MI SOUTH FROM JUPITER.
 AD6281'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6281'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6281'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6281'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD6281'NORTHEAST CORNER OF THE GUTTER DRAIN ON THE NORTH SIDE OF THE HIGHWAY,
 AD6281'AND IS 350 FEET EAST OF THE EAST END OF THE BRIDGE.  THE MARK PROJECTS
 AD6281'0.5 FOOT ABOVE THE HIGHWAY.
 AD6281
 AD6281                          STATION RECOVERY (1986)
 AD6281
 AD6281'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6281'RECOVERED IN GOOD CONDITION.
 AD6281
 AD6281                          STATION RECOVERY (1989)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6281'RECOVERED IN GOOD CONDITION.
 AD6281
 AD6281                          STATION RECOVERY (1994)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6281'RECOVERED IN GOOD CONDITION.
 AD6281
 AD6281                          STATION RECOVERY (2002)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6281'BRIDGE AND APPROACH LANES COMPLETELY REBUILT IN 1999.
 AD6281
 AD6281                          STATION RECOVERY (2003)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6281'MARK NOT FOUND.
 AD6281
 AD6281                          STATION RECOVERY (2004)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6280 ***********************************************************************
 AD6280  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6280  DESIGNATION -  872 2499 TIDAL 2
 AD6280  PID         -  AD6280
 AD6280  STATE/COUNTY-  FL/PALM BEACH
 AD6280  USGS QUAD   -  JUPITER (1983)
 AD6280
 AD6280                         *CURRENT SURVEY CONTROL
 AD6280  ___________________________________________________________________
 AD6280* NAD 83(1986)-  26 56 07.     (N)    080 05 05.     (W)     SCALED    
 AD6280* NAVD 88     -         5.333  (meters)      17.50   (feet)  ADJUSTED  
 AD6280  ___________________________________________________________________
 AD6280  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD6280  DYNAMIC HT  -           5.324 (meters)      17.47  (feet)  COMP
 AD6280  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AD6280
 AD6280  VERT ORDER  -  SECOND    CLASS I
 AD6280
 AD6280.The horizontal coordinates were scaled from a topographic map and have
 AD6280.an estimated accuracy of +/- 6 seconds.
 AD6280
 AD6280.The orthometric height was determined by differential leveling
 AD6280.and adjusted by the National Geodetic Survey in June 1991..
 AD6280
 AD6280.This Tidal Bench Mark is designated as VM 5569
 AD6280.by the Center for Operational Oceanographic Products and Services.
 AD6280
 AD6280.The geoid height was determined by GEOID03.
 AD6280
 AD6280.The dynamic height is computed by dividing the NAVD 88
 AD6280.geopotential number by the normal gravity value computed on the
 AD6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6280.degrees latitude (g = 980.6199 gals.).
 AD6280
 AD6280.The modeled gravity was interpolated from observed gravity values.
 AD6280
 AD6280;                    North         East    Units  Estimated Accuracy
 AD6280;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6280
 AD6280                          SUPERSEDED SURVEY CONTROL
 AD6280
 AD6280  NGVD 29 (09/01/92)    5.793  (m)           19.01   (f) ADJUSTED    2 1
 AD6280
 AD6280.Superseded values are not recommended for survey control.
 AD6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6280.See file dsdata.txt to determine how the superseded data were derived.
 AD6280
 AD6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6280_MARKER: DJ = TIDAL STATION DISK
 AD6280_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6280_SP_SET: CONCRETE BRIDGE WALKWAY
 AD6280_STAMPING: NO 2
 AD6280_MARK LOGO: FLDT  
 AD6280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6280
 AD6280  HISTORY     - Date     Condition        Report By
 AD6280  HISTORY     - UNK      MONUMENTED       FLDT
 AD6280  HISTORY     - 1981     GOOD             FLDNR
 AD6280  HISTORY     - 1986     GOOD             FLDNR
 AD6280  HISTORY     - 19890813 GOOD             USPSQD
 AD6280  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6280  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6280  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6280
 AD6280                          STATION DESCRIPTION
 AD6280
 AD6280'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6280'1.05 MI SOUTH FROM JUPITER.
 AD6280'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6280'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6280'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6280'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK BEARS 17 FEET NORTH
 AD6280'OF THE HIGHWAY CENTERLINE, AND 2 FEET WEST OF THE NORTHEAST CORNER OF
 AD6280'THE BRIDGE.  THE MARK PROJECTS 0.5 FOOT ABOVE THE HIGHWAY.
 AD6280
 AD6280                          STATION RECOVERY (1986)
 AD6280
 AD6280'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6280'RECOVERED IN GOOD CONDITION.
 AD6280
 AD6280                          STATION RECOVERY (1989)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6280'RECOVERED IN GOOD CONDITION.
 AD6280
 AD6280                          STATION RECOVERY (2002)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6280'BRIDGE COMPLETELY REBUILT IN 1999.
 AD6280
 AD6280                          STATION RECOVERY (2003)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6280'MARK NOT FOUND.
 AD6280
 AD6280                          STATION RECOVERY (2004)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6279 ***********************************************************************
 AD6279  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6279  DESIGNATION -  872 2499 TIDAL 3
 AD6279  PID         -  AD6279
 AD6279  STATE/COUNTY-  FL/PALM BEACH
 AD6279  USGS QUAD   -  JUPITER (1983)
 AD6279
 AD6279                         *CURRENT SURVEY CONTROL
 AD6279  ___________________________________________________________________
 AD6279* NAD 83(1986)-  26 56 07.     (N)    080 05 05.     (W)     SCALED    
 AD6279* NAVD 88     -         5.701  (meters)      18.70   (feet)  ADJUSTED  
 AD6279  ___________________________________________________________________
 AD6279  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD6279  DYNAMIC HT  -           5.692 (meters)      18.67  (feet)  COMP
 AD6279  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AD6279
 AD6279  VERT ORDER  -  SECOND    CLASS I
 AD6279
 AD6279.The horizontal coordinates were scaled from a topographic map and have
 AD6279.an estimated accuracy of +/- 6 seconds.
 AD6279
 AD6279.The orthometric height was determined by differential leveling
 AD6279.and adjusted by the National Geodetic Survey in June 1991..
 AD6279
 AD6279.This Tidal Bench Mark is designated as VM 5570
 AD6279.by the Center for Operational Oceanographic Products and Services.
 AD6279
 AD6279.The geoid height was determined by GEOID03.
 AD6279
 AD6279.The dynamic height is computed by dividing the NAVD 88
 AD6279.geopotential number by the normal gravity value computed on the
 AD6279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6279.degrees latitude (g = 980.6199 gals.).
 AD6279
 AD6279.The modeled gravity was interpolated from observed gravity values.
 AD6279
 AD6279;                    North         East    Units  Estimated Accuracy
 AD6279;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6279
 AD6279                          SUPERSEDED SURVEY CONTROL
 AD6279
 AD6279  NGVD 29 (09/01/92)    6.161  (m)           20.21   (f) ADJUSTED    2 1
 AD6279
 AD6279.Superseded values are not recommended for survey control.
 AD6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6279.See file dsdata.txt to determine how the superseded data were derived.
 AD6279
 AD6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6279_MARKER: DJ = TIDAL STATION DISK
 AD6279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6279_SP_SET: CONCRETE BRIDGE WALKWAY
 AD6279_STAMPING: NO 3 1972
 AD6279_MARK LOGO: NOS   
 AD6279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6279
 AD6279  HISTORY     - Date     Condition        Report By
 AD6279  HISTORY     - 1972     MONUMENTED       NOS
 AD6279  HISTORY     - 1981     GOOD             FLDNR
 AD6279  HISTORY     - 1986     GOOD             FLDNR
 AD6279  HISTORY     - 19890813 GOOD             USPSQD
 AD6279  HISTORY     - 19940709 GOOD             USPSQD
 AD6279  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6279  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6279  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6279
 AD6279                          STATION DESCRIPTION
 AD6279
 AD6279'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6279'1.05 MI SOUTH FROM JUPITER.
 AD6279'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6279'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6279'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6279'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK BEARS 25 FEET SOUTH
 AD6279'OF THE HIGHWAY CENTERLINE, 127 FEET EAST OF THE SOUTHWEST CORNER OF
 AD6279'THE BRIDGE, AND 10.8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AD6279'BRIDGE TENDER OFFICE.
 AD6279
 AD6279                          STATION RECOVERY (1986)
 AD6279
 AD6279'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6279'RECOVERED IN GOOD CONDITION.
 AD6279
 AD6279                          STATION RECOVERY (1989)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6279'RECOVERED IN GOOD CONDITION.
 AD6279
 AD6279                          STATION RECOVERY (1994)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6279'RECOVERED IN GOOD CONDITION.
 AD6279
 AD6279                          STATION RECOVERY (2002)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6279'BRIDGE COMPLETELY REBUILT IN 1999.
 AD6279
 AD6279                          STATION RECOVERY (2003)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6279'MARK NOT FOUND.
 AD6279
 AD6279                          STATION RECOVERY (2004)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6278 ***********************************************************************
 AD6278  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6278  DESIGNATION -  872 2499 TIDAL 4
 AD6278  PID         -  AD6278
 AD6278  STATE/COUNTY-  FL/PALM BEACH
 AD6278  USGS QUAD   -  JUPITER (1983)
 AD6278
 AD6278                         *CURRENT SURVEY CONTROL
 AD6278  ___________________________________________________________________
 AD6278* NAD 83(1986)-  26 56 07.     (N)    080 05 05.     (W)     SCALED    
 AD6278* NAVD 88     -         5.080  (meters)      16.67   (feet)  ADJUSTED  
 AD6278  ___________________________________________________________________
 AD6278  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD6278  DYNAMIC HT  -           5.072 (meters)      16.64  (feet)  COMP
 AD6278  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AD6278
 AD6278  VERT ORDER  -  SECOND    CLASS I
 AD6278
 AD6278.The horizontal coordinates were scaled from a topographic map and have
 AD6278.an estimated accuracy of +/- 6 seconds.
 AD6278
 AD6278.The orthometric height was determined by differential leveling
 AD6278.and adjusted by the National Geodetic Survey in June 1991..
 AD6278
 AD6278.This Tidal Bench Mark is designated as VM 5571
 AD6278.by the Center for Operational Oceanographic Products and Services.
 AD6278
 AD6278.The geoid height was determined by GEOID03.
 AD6278
 AD6278.The dynamic height is computed by dividing the NAVD 88
 AD6278.geopotential number by the normal gravity value computed on the
 AD6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6278.degrees latitude (g = 980.6199 gals.).
 AD6278
 AD6278.The modeled gravity was interpolated from observed gravity values.
 AD6278
 AD6278;                    North         East    Units  Estimated Accuracy
 AD6278;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6278
 AD6278                          SUPERSEDED SURVEY CONTROL
 AD6278
 AD6278  NGVD 29 (09/01/92)    5.540  (m)           18.18   (f) ADJUSTED    2 1
 AD6278
 AD6278.Superseded values are not recommended for survey control.
 AD6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6278.See file dsdata.txt to determine how the superseded data were derived.
 AD6278
 AD6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6278_MARKER: DJ = TIDAL STATION DISK
 AD6278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6278_SP_SET: CONCRETE BRIDGE WALKWAY
 AD6278_STAMPING: NO 4
 AD6278_MARK LOGO: FLDT  
 AD6278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6278
 AD6278  HISTORY     - Date     Condition        Report By
 AD6278  HISTORY     - UNK      MONUMENTED       FLDT
 AD6278  HISTORY     - 1981     GOOD             FLDNR
 AD6278  HISTORY     - 1986     GOOD             FLDNR
 AD6278  HISTORY     - 19890813 GOOD             USPSQD
 AD6278  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6278  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6278  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6278
 AD6278                          STATION DESCRIPTION
 AD6278
 AD6278'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6278'1.05 MI SOUTH FROM JUPITER.
 AD6278'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6278'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6278'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6278'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK BEARS 20 FEET NORTH
 AD6278'OF THE HIGHWAY CENTERLINE, AND 1 FOOT EAST OF THE NORTHWEST CORNER OF
 AD6278'THE BRIDGE.
 AD6278
 AD6278                          STATION RECOVERY (1986)
 AD6278
 AD6278'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6278'RECOVERED IN GOOD CONDITION.
 AD6278
 AD6278                          STATION RECOVERY (1989)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6278'RECOVERED IN GOOD CONDITION.
 AD6278
 AD6278                          STATION RECOVERY (2002)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6278'BRIDGE COMPLETELY REBUILT IN 1999.
 AD6278
 AD6278                          STATION RECOVERY (2003)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6278'MARK NOT FOUND.
 AD6278
 AD6278                          STATION RECOVERY (2004)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6277 ***********************************************************************
 AD6277  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6277  DESIGNATION -  872 2499 TIDAL 5
 AD6277  PID         -  AD6277
 AD6277  STATE/COUNTY-  FL/PALM BEACH
 AD6277  USGS QUAD   -  JUPITER (1983)
 AD6277
 AD6277                         *CURRENT SURVEY CONTROL
 AD6277  ___________________________________________________________________
 AD6277* NAD 83(1986)-  26 56 07.     (N)    080 05 05.     (W)     SCALED    
 AD6277* NAVD 88     -         1.907  (meters)       6.26   (feet)  ADJUSTED  
 AD6277  ___________________________________________________________________
 AD6277  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AD6277  DYNAMIC HT  -           1.904 (meters)       6.25  (feet)  COMP
 AD6277  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AD6277
 AD6277  VERT ORDER  -  SECOND    CLASS I
 AD6277
 AD6277.The horizontal coordinates were scaled from a topographic map and have
 AD6277.an estimated accuracy of +/- 6 seconds.
 AD6277
 AD6277.The orthometric height was determined by differential leveling
 AD6277.and adjusted by the National Geodetic Survey in September 1996..
 AD6277
 AD6277.This Tidal Bench Mark is designated as VM 15815
 AD6277.by the Center for Operational Oceanographic Products and Services.
 AD6277
 AD6277.The geoid height was determined by GEOID03.
 AD6277
 AD6277.The dynamic height is computed by dividing the NAVD 88
 AD6277.geopotential number by the normal gravity value computed on the
 AD6277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6277.degrees latitude (g = 980.6199 gals.).
 AD6277
 AD6277.The modeled gravity was interpolated from observed gravity values.
 AD6277
 AD6277;                    North         East    Units  Estimated Accuracy
 AD6277;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6277
 AD6277                          SUPERSEDED SURVEY CONTROL
 AD6277
 AD6277  NAVD 88 (06/15/91)    1.910  (m)            6.27   (f) UNKNOWN     2 1
 AD6277  NGVD 29 (09/01/92)    2.369  (m)            7.77   (f) ADJUSTED    2 1
 AD6277
 AD6277.Superseded values are not recommended for survey control.
 AD6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6277.See file dsdata.txt to determine how the superseded data were derived.
 AD6277
 AD6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6277_MARKER: DJ = TIDAL STATION DISK
 AD6277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6277_SP_SET: CONCRETE GUTTER DRAIN
 AD6277_STAMPING: NO 5 1972
 AD6277_MARK LOGO: NOS   
 AD6277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6277
 AD6277  HISTORY     - Date     Condition        Report By
 AD6277  HISTORY     - 1972     MONUMENTED       NOS
 AD6277  HISTORY     - 1981     GOOD             FLDNR
 AD6277  HISTORY     - 1986     GOOD             FLDNR
 AD6277  HISTORY     - 19890813 GOOD             USPSQD
 AD6277  HISTORY     - 19940709 GOOD             USPSQD
 AD6277  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6277  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD6277  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD6277
 AD6277                          STATION DESCRIPTION
 AD6277
 AD6277'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6277'1.05 MI SOUTH FROM JUPITER.
 AD6277'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6277'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6277'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6277'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK IS SET IN THE
 AD6277'SOUTHWEST CORNER OF THE GUTTER DRAIN, AND 320 FEET WEST OF THE WEST
 AD6277'END OF THE BRIDGE.  THE MARK PROJECTS 0.5 FOOT ABOVE THE ROAD.
 AD6277
 AD6277                          STATION RECOVERY (1986)
 AD6277
 AD6277'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6277'RECOVERED IN GOOD CONDITION.
 AD6277
 AD6277                          STATION RECOVERY (1989)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6277'RECOVERED IN GOOD CONDITION.
 AD6277
 AD6277                          STATION RECOVERY (1994)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6277'RECOVERED IN GOOD CONDITION.
 AD6277
 AD6277                          STATION RECOVERY (2002)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6277'BRIDGE AND APPROACH LANES COMPLETELY REBUILT IN 1999.
 AD6277
 AD6277                          STATION RECOVERY (2002)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6277'BRIDGE AND APPROACH LANES COMPLETELY REBUILT IN 1999.
 AD6277' 
 AD6277
 AD6277                          STATION RECOVERY (2003)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6277' 
 AD6277' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6287 ***********************************************************************
 AD6287  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6287  DESIGNATION -  872 2512 F TIDAL FLDNR
 AD6287  PID         -  AD6287
 AD6287  STATE/COUNTY-  FL/PALM BEACH
 AD6287  USGS QUAD   -  JUPITER (1983)
 AD6287
 AD6287                         *CURRENT SURVEY CONTROL
 AD6287  ___________________________________________________________________
 AD6287* NAD 83(1986)-  26 54 51.     (N)    080 04 47.     (W)     SCALED    
 AD6287* NAVD 88     -         2.014  (meters)       6.61   (feet)  ADJUSTED  
 AD6287  ___________________________________________________________________
 AD6287  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AD6287  DYNAMIC HT  -           2.011 (meters)       6.60  (feet)  COMP
 AD6287  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 AD6287
 AD6287  VERT ORDER  -  SECOND    CLASS I
 AD6287
 AD6287.The horizontal coordinates were scaled from a topographic map and have
 AD6287.an estimated accuracy of +/- 6 seconds.
 AD6287
 AD6287.The orthometric height was determined by differential leveling
 AD6287.and adjusted by the National Geodetic Survey in June 1991..
 AD6287
 AD6287.This Tidal Bench Mark is designated as VM 5576
 AD6287.by the Center for Operational Oceanographic Products and Services.
 AD6287
 AD6287.The geoid height was determined by GEOID03.
 AD6287
 AD6287.The dynamic height is computed by dividing the NAVD 88
 AD6287.geopotential number by the normal gravity value computed on the
 AD6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6287.degrees latitude (g = 980.6199 gals.).
 AD6287
 AD6287.The modeled gravity was interpolated from observed gravity values.
 AD6287
 AD6287;                    North         East    Units  Estimated Accuracy
 AD6287;SPC FL E     -   286,230.      291,410.      MT  (+/- 180 meters Scaled)
 AD6287
 AD6287                          SUPERSEDED SURVEY CONTROL
 AD6287
 AD6287  NGVD 29 (09/01/92)    2.470  (m)            8.10   (f) ADJUSTED    2 1
 AD6287
 AD6287.Superseded values are not recommended for survey control.
 AD6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6287.See file dsdata.txt to determine how the superseded data were derived.
 AD6287
 AD6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913772(NAD 83)
 AD6287_MARKER: DJ = TIDAL STATION DISK
 AD6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6287_SP_SET: CONCRETE POST
 AD6287_STAMPING: 2512 F 1981 BSM
 AD6287_MARK LOGO: FLDNR 
 AD6287_PROJECTION: PROJECTING 5 CENTIMETERS
 AD6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6287+STABILITY: SURFACE MOTION
 AD6287
 AD6287  HISTORY     - Date     Condition        Report By
 AD6287  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6287  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6287  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6287  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6287  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6287
 AD6287                          STATION DESCRIPTION
 AD6287
 AD6287'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6287'1.7 MI SSE FROM JUPITER.
 AD6287'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6287'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6287'SAND TRAIL (WHERE AN EAST-WEST POWER LINE CROSSES THE HIGHWAY), GO 0.8
 AD6287'MILE WEST ALONG THE SAND TRAIL PARALLELING THE POWER LINE TO A
 AD6287'T-JUNCTION, GO NORTH 0.15 MILE ALONG THE SAND TRAIL ROAD PARALLELING
 AD6287'THE INTRACOASTAL WATERWAY TO THE MARK LOCATION.  THE MARK IS EAST OF
 AD6287'DAY BEACON 19 OF THE WATERWAY.  THE MARK BEARS 28.6 FEET EAST OF THE
 AD6287'CENTERLINE OF THE SAND TRAIL ROAD, 3.0 FEET WEST OF A FALLEN 18-INCH
 AD6287'DIAMETER PINE TREE, 66.3 FEET NORTH-NORTHEAST OF BENCH MARK NO 4 1973,
 AD6287'76.5 FEET EAST-NORTHEAST OF BENCH MARK NO 5 1973, AND 7.0 FEET
 AD6287'NORTH-NORTHEAST OF A WITNESS POST.
 AD6287
 AD6287                          STATION RECOVERY (1994)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6287'MARK NOT FOUND.
 AD6287
 AD6287                          STATION RECOVERY (2002)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6287'MARK NOT FOUND.
 AD6287
 AD6287                          STATION RECOVERY (2003)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6287'MARK NOT FOUND.
 AD6287
 AD6287                          STATION RECOVERY (2004)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6285 ***********************************************************************
 AD6285  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6285  DESIGNATION -  872 2512 TIDAL 1
 AD6285  PID         -  AD6285
 AD6285  STATE/COUNTY-  FL/PALM BEACH
 AD6285  USGS QUAD   -  JUPITER (1983)
 AD6285
 AD6285                         *CURRENT SURVEY CONTROL
 AD6285  ___________________________________________________________________
 AD6285* NAD 83(1986)-  26 54 51.     (N)    080 04 47.     (W)     SCALED    
 AD6285* NAVD 88     -         1.307  (meters)       4.29   (feet)  ADJUSTED  
 AD6285  ___________________________________________________________________
 AD6285  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AD6285  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 AD6285  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 AD6285
 AD6285  VERT ORDER  -  SECOND    CLASS I
 AD6285
 AD6285.The horizontal coordinates were scaled from a topographic map and have
 AD6285.an estimated accuracy of +/- 6 seconds.
 AD6285
 AD6285.The orthometric height was determined by differential leveling
 AD6285.and adjusted by the National Geodetic Survey in June 1991..
 AD6285
 AD6285.This Tidal Bench Mark is designated as VM 5572
 AD6285.by the Center for Operational Oceanographic Products and Services.
 AD6285
 AD6285.The geoid height was determined by GEOID03.
 AD6285
 AD6285.The dynamic height is computed by dividing the NAVD 88
 AD6285.geopotential number by the normal gravity value computed on the
 AD6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6285.degrees latitude (g = 980.6199 gals.).
 AD6285
 AD6285.The modeled gravity was interpolated from observed gravity values.
 AD6285
 AD6285;                    North         East    Units  Estimated Accuracy
 AD6285;SPC FL E     -   286,230.      291,410.      MT  (+/- 180 meters Scaled)
 AD6285
 AD6285                          SUPERSEDED SURVEY CONTROL
 AD6285
 AD6285  NGVD 29 (09/01/92)    1.764  (m)            5.79   (f) ADJUSTED    2 1
 AD6285
 AD6285.Superseded values are not recommended for survey control.
 AD6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6285.See file dsdata.txt to determine how the superseded data were derived.
 AD6285
 AD6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913772(NAD 83)
 AD6285_MARKER: DJ = TIDAL STATION DISK
 AD6285_SETTING: 0 = UNSPECIFIED SETTING
 AD6285_SP_SET: UNSPECIFIED SHALLOW
 AD6285_STAMPING: NO 1 1973
 AD6285_MARK LOGO: NOS   
 AD6285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6285
 AD6285  HISTORY     - Date     Condition        Report By
 AD6285  HISTORY     - 1973     MONUMENTED       NOS
 AD6285  HISTORY     - 1981     GOOD             FLDNR
 AD6285  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6285  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6285  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6285  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6285
 AD6285                          STATION DESCRIPTION
 AD6285
 AD6285'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6285'2.4 MI SSE FROM JUPITER.
 AD6285'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6285'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6285'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6285'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6285'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6285'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS 95 FEET EAST OF THE
 AD6285'WATERLINE, AND 15 FEET EAST OF THE SAND TRAIL.  THE PIPE PROJECTS 4
 AD6285'INCHES ABOVE THE GROUND.
 AD6285
 AD6285                          STATION RECOVERY (1994)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6285'MARK NOT FOUND.
 AD6285
 AD6285                          STATION RECOVERY (2002)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6285'MARK NOT FOUND.
 AD6285
 AD6285                          STATION RECOVERY (2003)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6285'MARK NOT FOUND.
 AD6285
 AD6285                          STATION RECOVERY (2004)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6286 ***********************************************************************
 AD6286  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6286  DESIGNATION -  872 2512 TIDAL 2
 AD6286  PID         -  AD6286
 AD6286  STATE/COUNTY-  FL/PALM BEACH
 AD6286  USGS QUAD   -  JUPITER (1983)
 AD6286
 AD6286                         *CURRENT SURVEY CONTROL
 AD6286  ___________________________________________________________________
 AD6286* NAD 83(1986)-  26 54 51.     (N)    080 04 47.     (W)     SCALED    
 AD6286* NAVD 88     -         0.888  (meters)       2.91   (feet)  ADJUSTED  
 AD6286  ___________________________________________________________________
 AD6286  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AD6286  DYNAMIC HT  -           0.887 (meters)       2.91  (feet)  COMP
 AD6286  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 AD6286
 AD6286  VERT ORDER  -  SECOND    CLASS I
 AD6286
 AD6286.The horizontal coordinates were scaled from a topographic map and have
 AD6286.an estimated accuracy of +/- 6 seconds.
 AD6286
 AD6286.The orthometric height was determined by differential leveling
 AD6286.and adjusted by the National Geodetic Survey in June 1991..
 AD6286
 AD6286.This Tidal Bench Mark is designated as VM 5573
 AD6286.by the Center for Operational Oceanographic Products and Services.
 AD6286
 AD6286.The geoid height was determined by GEOID03.
 AD6286
 AD6286.The dynamic height is computed by dividing the NAVD 88
 AD6286.geopotential number by the normal gravity value computed on the
 AD6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6286.degrees latitude (g = 980.6199 gals.).
 AD6286
 AD6286.The modeled gravity was interpolated from observed gravity values.
 AD6286
 AD6286;                    North         East    Units  Estimated Accuracy
 AD6286;SPC FL E     -   286,230.      291,410.      MT  (+/- 180 meters Scaled)
 AD6286
 AD6286                          SUPERSEDED SURVEY CONTROL
 AD6286
 AD6286  NGVD 29 (09/01/92)    1.345  (m)            4.41   (f) ADJUSTED    2 1
 AD6286
 AD6286.Superseded values are not recommended for survey control.
 AD6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6286.See file dsdata.txt to determine how the superseded data were derived.
 AD6286
 AD6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913772(NAD 83)
 AD6286_MARKER: DJ = TIDAL STATION DISK
 AD6286_SETTING: 0 = UNSPECIFIED SETTING
 AD6286_SP_SET: UNSPECIFIED SHALLOW
 AD6286_STAMPING: NO 2 1973
 AD6286_MARK LOGO: NOS   
 AD6286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6286
 AD6286  HISTORY     - Date     Condition        Report By
 AD6286  HISTORY     - 1973     MONUMENTED       NOS
 AD6286  HISTORY     - 1981     GOOD             FLDNR
 AD6286  HISTORY     - 19940715 GOOD             USPSQD
 AD6286  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6286  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6286  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6286
 AD6286                          STATION DESCRIPTION
 AD6286
 AD6286'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6286'2.4 MI SSE FROM JUPITER.
 AD6286'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6286'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6286'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6286'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6286'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6286'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS 73 FEET EAST OF THE
 AD6286'WATERLINE, 41 FEET EAST OF THE SAND TRAIL ROAD, AND ABOUT 125 FEET
 AD6286'NORTH OF BENCH MARK NO 1 1973.  THE PIPE PROJECTS 4 INCHES ABOVE THE
 AD6286'GROUND.
 AD6286
 AD6286                          STATION RECOVERY (1994)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6286'RECOVERED IN GOOD CONDITION.
 AD6286
 AD6286                          STATION RECOVERY (2002)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6286'MARK NOT FOUND.
 AD6286
 AD6286                          STATION RECOVERY (2003)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6286'MARK NOT FOUND.
 AD6286
 AD6286                          STATION RECOVERY (2004)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6288 ***********************************************************************
 AD6288  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6288  DESIGNATION -  872 2512 TIDAL 4
 AD6288  PID         -  AD6288
 AD6288  STATE/COUNTY-  FL/PALM BEACH
 AD6288  USGS QUAD   -  JUPITER (1983)
 AD6288
 AD6288                         *CURRENT SURVEY CONTROL
 AD6288  ___________________________________________________________________
 AD6288* NAD 83(1986)-  26 54 51.     (N)    080 04 47.     (W)     SCALED    
 AD6288* NAVD 88     -         2.296  (meters)       7.53   (feet)  ADJUSTED  
 AD6288  ___________________________________________________________________
 AD6288  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AD6288  DYNAMIC HT  -           2.293 (meters)       7.52  (feet)  COMP
 AD6288  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 AD6288
 AD6288  VERT ORDER  -  SECOND    CLASS I
 AD6288
 AD6288.The horizontal coordinates were scaled from a topographic map and have
 AD6288.an estimated accuracy of +/- 6 seconds.
 AD6288
 AD6288.The orthometric height was determined by differential leveling
 AD6288.and adjusted by the National Geodetic Survey in June 1991..
 AD6288
 AD6288.This Tidal Bench Mark is designated as VM 5574
 AD6288.by the Center for Operational Oceanographic Products and Services.
 AD6288
 AD6288.The geoid height was determined by GEOID03.
 AD6288
 AD6288.The dynamic height is computed by dividing the NAVD 88
 AD6288.geopotential number by the normal gravity value computed on the
 AD6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6288.degrees latitude (g = 980.6199 gals.).
 AD6288
 AD6288.The modeled gravity was interpolated from observed gravity values.
 AD6288
 AD6288;                    North         East    Units  Estimated Accuracy
 AD6288;SPC FL E     -   286,230.      291,410.      MT  (+/- 180 meters Scaled)
 AD6288
 AD6288                          SUPERSEDED SURVEY CONTROL
 AD6288
 AD6288  NGVD 29 (09/01/92)    2.753  (m)            9.03   (f) ADJUSTED    2 1
 AD6288
 AD6288.Superseded values are not recommended for survey control.
 AD6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6288.See file dsdata.txt to determine how the superseded data were derived.
 AD6288
 AD6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913772(NAD 83)
 AD6288_MARKER: DJ = TIDAL STATION DISK
 AD6288_SETTING: 0 = UNSPECIFIED SETTING
 AD6288_SP_SET: UNSPECIFIED SHALLOW
 AD6288_STAMPING: NO 4 1973
 AD6288_MARK LOGO: NOS   
 AD6288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6288
 AD6288  HISTORY     - Date     Condition        Report By
 AD6288  HISTORY     - 1973     MONUMENTED       NOS
 AD6288  HISTORY     - 1981     GOOD             FLDNR
 AD6288  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6288  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6288  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6288  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6288
 AD6288                          STATION DESCRIPTION
 AD6288
 AD6288'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6288'2.4 MI SSE FROM JUPITER.
 AD6288'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6288'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6288'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6288'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6288'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6288'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS 27 FEET EAST OF ANOTHER
 AD6288'SAND TRAIL ROAD WHICH PARALLELS THE WESTERN SAND TRAIL ROAD, ABOUT 150
 AD6288'FEET EAST OF THE WATERLINE, AND 18.4 FEET SOUTH OF A PINE TREE.  THE
 AD6288'PIPE PROJECTS 3 INCHES ABOVE THE GROUND.
 AD6288
 AD6288                          STATION RECOVERY (1994)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6288'MARK NOT FOUND.
 AD6288
 AD6288                          STATION RECOVERY (2002)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6288'MARK NOT FOUND.
 AD6288
 AD6288                          STATION RECOVERY (2003)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6288'MARK NOT FOUND.
 AD6288
 AD6288                          STATION RECOVERY (2004)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6289 ***********************************************************************
 AD6289  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6289  DESIGNATION -  872 2512 TIDAL 5
 AD6289  PID         -  AD6289
 AD6289  STATE/COUNTY-  FL/PALM BEACH
 AD6289  USGS QUAD   -  JUPITER (1983)
 AD6289
 AD6289                         *CURRENT SURVEY CONTROL
 AD6289  ___________________________________________________________________
 AD6289* NAD 83(1986)-  26 54 51.     (N)    080 04 47.     (W)     SCALED    
 AD6289* NAVD 88     -         2.033  (meters)       6.67   (feet)  ADJUSTED  
 AD6289  ___________________________________________________________________
 AD6289  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AD6289  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 AD6289  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 AD6289
 AD6289  VERT ORDER  -  SECOND    CLASS I
 AD6289
 AD6289.The horizontal coordinates were scaled from a topographic map and have
 AD6289.an estimated accuracy of +/- 6 seconds.
 AD6289
 AD6289.The orthometric height was determined by differential leveling
 AD6289.and adjusted by the National Geodetic Survey in June 1991..
 AD6289
 AD6289.This Tidal Bench Mark is designated as VM 5575
 AD6289.by the Center for Operational Oceanographic Products and Services.
 AD6289
 AD6289.The geoid height was determined by GEOID03.
 AD6289
 AD6289.The dynamic height is computed by dividing the NAVD 88
 AD6289.geopotential number by the normal gravity value computed on the
 AD6289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6289.degrees latitude (g = 980.6199 gals.).
 AD6289
 AD6289.The modeled gravity was interpolated from observed gravity values.
 AD6289
 AD6289;                    North         East    Units  Estimated Accuracy
 AD6289;SPC FL E     -   286,230.      291,410.      MT  (+/- 180 meters Scaled)
 AD6289
 AD6289                          SUPERSEDED SURVEY CONTROL
 AD6289
 AD6289  NGVD 29 (09/01/92)    2.490  (m)            8.17   (f) ADJUSTED    2 1
 AD6289
 AD6289.Superseded values are not recommended for survey control.
 AD6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6289.See file dsdata.txt to determine how the superseded data were derived.
 AD6289
 AD6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913772(NAD 83)
 AD6289_MARKER: DJ = TIDAL STATION DISK
 AD6289_SETTING: 0 = UNSPECIFIED SETTING
 AD6289_SP_SET: UNSPECIFIED SHALLOW
 AD6289_STAMPING: NO 5 1973
 AD6289_MARK LOGO: NOS   
 AD6289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6289
 AD6289  HISTORY     - Date     Condition        Report By
 AD6289  HISTORY     - 1973     MONUMENTED       NOS
 AD6289  HISTORY     - 1981     GOOD             FLDNR
 AD6289  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6289  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6289  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6289  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6289
 AD6289                          STATION DESCRIPTION
 AD6289
 AD6289'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6289'2.4 MI SSE FROM JUPITER.
 AD6289'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6289'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6289'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6289'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6289'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6289'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS ABOUT 75 FEET EAST OF
 AD6289'THE SAND TRAIL ROAD, 19 FEET WEST OF ANOTHER SAND TRAIL ROAD, AND 19
 AD6289'FEET SOUTHEAST OF PINE TREE.
 AD6289
 AD6289                          STATION RECOVERY (1994)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6289'MARK NOT FOUND.
 AD6289
 AD6289                          STATION RECOVERY (2002)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6289'MARK NOT FOUND.
 AD6289
 AD6289                          STATION RECOVERY (2003)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6289'MARK NOT FOUND.
 AD6289
 AD6289                          STATION RECOVERY (2004)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5804 ***********************************************************************
 AD5804  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5804  DESIGNATION -  872 2528 TIDAL 2
 AD5804  PID         -  AD5804
 AD5804  STATE/COUNTY-  FL/PALM BEACH
 AD5804  USGS QUAD   -  JUPITER (1983)
 AD5804
 AD5804                         *CURRENT SURVEY CONTROL
 AD5804  ___________________________________________________________________
 AD5804* NAD 83(1986)-  26 52 55.     (N)    080 04 11.     (W)     SCALED    
 AD5804* NAVD 88     -         5.343  (meters)      17.53   (feet)  ADJUSTED  
 AD5804  ___________________________________________________________________
 AD5804  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AD5804  DYNAMIC HT  -           5.335 (meters)      17.50  (feet)  COMP
 AD5804  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AD5804
 AD5804  VERT ORDER  -  SECOND    CLASS I
 AD5804
 AD5804.The horizontal coordinates were scaled from a topographic map and have
 AD5804.an estimated accuracy of +/- 6 seconds.
 AD5804
 AD5804.The orthometric height was determined by differential leveling
 AD5804.and adjusted by the National Geodetic Survey in June 1991..
 AD5804
 AD5804.This Tidal Bench Mark is designated as VM 5577
 AD5804.by the Center for Operational Oceanographic Products and Services.
 AD5804
 AD5804.The geoid height was determined by GEOID03.
 AD5804
 AD5804.The dynamic height is computed by dividing the NAVD 88
 AD5804.geopotential number by the normal gravity value computed on the
 AD5804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5804.degrees latitude (g = 980.6199 gals.).
 AD5804
 AD5804.The modeled gravity was interpolated from observed gravity values.
 AD5804
 AD5804;                    North         East    Units  Estimated Accuracy
 AD5804;SPC FL E     -   282,660.      292,430.      MT  (+/- 180 meters Scaled)
 AD5804
 AD5804                          SUPERSEDED SURVEY CONTROL
 AD5804
 AD5804  NGVD 29 (09/01/92)    5.804  (m)           19.04   (f) ADJUSTED    2 1
 AD5804
 AD5804.Superseded values are not recommended for survey control.
 AD5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5804.See file dsdata.txt to determine how the superseded data were derived.
 AD5804
 AD5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK923736(NAD 83)
 AD5804_MARKER: DJ = TIDAL STATION DISK
 AD5804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5804_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD5804_STAMPING: NO 2 1973
 AD5804_MARK LOGO: NOS   
 AD5804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5804
 AD5804  HISTORY     - Date     Condition        Report By
 AD5804  HISTORY     - 1973     MONUMENTED       NOS
 AD5804  HISTORY     - 1980     GOOD             FLDNR
 AD5804  HISTORY     - 19940603 GOOD             USPSQD
 AD5804  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5804  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5804  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5804
 AD5804                          STATION DESCRIPTION
 AD5804
 AD5804'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5804'0.8 MI WEST FROM JUNO BEACH.
 AD5804'BEGINNING AT THE INTERSECTION OF U. S. HIGHWAY 1 AND
 AD5804'DONALD ROSS ROAD IN JUNO BEACH, GO 0.8 MILE WEST ON DONALD ROSS
 AD5804'ROAD TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.
 AD5804'THE MARK BEARS 21 FEET NORTH OF THE ROAD CENTERLINE, 1.2 FEET
 AD5804'NORTH OF THE NORTHWEST EDGE OF THE BRIDGE, AND 1.3 FEET SOUTH OF
 AD5804'THE NORTH EDGE OF THE ABUTMENT.  RECOVERED AS DESCRIBED IN NOS TIDAL
 AD5804'DATA, QUAD 260801.
 AD5804
 AD5804                          STATION RECOVERY (1994)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5804'RECOVERED IN GOOD CONDITION.
 AD5804
 AD5804                          STATION RECOVERY (2001)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5804'BRIDGE DEMOLISHED AND NEW BRIDGE CONSTRUCTED.
 AD5804
 AD5804                          STATION RECOVERY (2003)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5804'MARK NOT FOUND.
 AD5804
 AD5804                          STATION RECOVERY (2004)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5803 ***********************************************************************
 AD5803  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5803  DESIGNATION -  872 2528 TIDAL 3
 AD5803  PID         -  AD5803
 AD5803  STATE/COUNTY-  FL/PALM BEACH
 AD5803  USGS QUAD   -  JUPITER (1983)
 AD5803
 AD5803                         *CURRENT SURVEY CONTROL
 AD5803  ___________________________________________________________________
 AD5803* NAD 83(1986)-  26 52 55.     (N)    080 04 11.     (W)     SCALED    
 AD5803* NAVD 88     -         5.700  (meters)      18.70   (feet)  ADJUSTED  
 AD5803  ___________________________________________________________________
 AD5803  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AD5803  DYNAMIC HT  -           5.691 (meters)      18.67  (feet)  COMP
 AD5803  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AD5803
 AD5803  VERT ORDER  -  SECOND    CLASS I
 AD5803
 AD5803.The horizontal coordinates were scaled from a topographic map and have
 AD5803.an estimated accuracy of +/- 6 seconds.
 AD5803
 AD5803.The orthometric height was determined by differential leveling
 AD5803.and adjusted by the National Geodetic Survey in June 1991..
 AD5803
 AD5803.This Tidal Bench Mark is designated as VM 5578
 AD5803.by the Center for Operational Oceanographic Products and Services.
 AD5803
 AD5803.The geoid height was determined by GEOID03.
 AD5803
 AD5803.The dynamic height is computed by dividing the NAVD 88
 AD5803.geopotential number by the normal gravity value computed on the
 AD5803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5803.degrees latitude (g = 980.6199 gals.).
 AD5803
 AD5803.The modeled gravity was interpolated from observed gravity values.
 AD5803
 AD5803;                    North         East    Units  Estimated Accuracy
 AD5803;SPC FL E     -   282,660.      292,430.      MT  (+/- 180 meters Scaled)
 AD5803
 AD5803                          SUPERSEDED SURVEY CONTROL
 AD5803
 AD5803  NGVD 29 (09/01/92)    6.162  (m)           20.22   (f) ADJUSTED    2 1
 AD5803
 AD5803.Superseded values are not recommended for survey control.
 AD5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5803.See file dsdata.txt to determine how the superseded data were derived.
 AD5803
 AD5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK923736(NAD 83)
 AD5803_MARKER: DJ = TIDAL STATION DISK
 AD5803_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5803_SP_SET: CONCRETE WALKWAY
 AD5803_STAMPING: NO 3 1973
 AD5803_MARK LOGO: NOS   
 AD5803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5803
 AD5803  HISTORY     - Date     Condition        Report By
 AD5803  HISTORY     - 1973     MONUMENTED       NOS
 AD5803  HISTORY     - 1980     GOOD             FLDNR
 AD5803  HISTORY     - 19940603 GOOD             USPSQD
 AD5803  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5803  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5803  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5803
 AD5803                          STATION DESCRIPTION
 AD5803
 AD5803'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5803'0.8 MI WEST FROM JUNO BEACH.
 AD5803'BEGINNING AT THE INTERSECTION OF U. S. HIGHWAY 1 AND
 AD5803'DONALD ROSS ROAD IN JUNO BEACH, GO 0.8 MILE WEST ON DONALD ROSS
 AD5803'ROAD TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.
 AD5803'THE MARK BEARS 260 FEET EAST OF THE WEST END OF THE BRIDGE, 82.5
 AD5803'FEET WEST OF THE EAST END OF THE BRIDGE, 7.9 FEET EAST OF THE
 AD5803'SOUTHEAST CORNER OF THE BRIDGE TENDER BUILDING, AND 0.4 FEET NORTH
 AD5803'OF THE CURB.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5803
 AD5803                          STATION RECOVERY (1994)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5803'RECOVERED IN GOOD CONDITION.
 AD5803
 AD5803                          STATION RECOVERY (2001)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5803'BRIDGE DEMOLISHED AND NEW BRIDGE CONSTRUCTED.
 AD5803
 AD5803                          STATION RECOVERY (2003)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5803'MARK NOT FOUND.
 AD5803
 AD5803                          STATION RECOVERY (2004)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5801 ***********************************************************************
 AD5801  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5801  DESIGNATION -  872 2528 TIDAL 4
 AD5801  PID         -  AD5801
 AD5801  STATE/COUNTY-  FL/PALM BEACH
 AD5801  USGS QUAD   -  JUPITER (1983)
 AD5801
 AD5801                         *CURRENT SURVEY CONTROL
 AD5801  ___________________________________________________________________
 AD5801* NAD 83(1986)-  26 52 55.     (N)    080 04 11.     (W)     SCALED    
 AD5801* NAVD 88     -         5.346  (meters)      17.54   (feet)  ADJUSTED  
 AD5801  ___________________________________________________________________
 AD5801  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AD5801  DYNAMIC HT  -           5.338 (meters)      17.51  (feet)  COMP
 AD5801  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AD5801
 AD5801  VERT ORDER  -  SECOND    CLASS I
 AD5801
 AD5801.The horizontal coordinates were scaled from a topographic map and have
 AD5801.an estimated accuracy of +/- 6 seconds.
 AD5801
 AD5801.The orthometric height was determined by differential leveling
 AD5801.and adjusted by the National Geodetic Survey in June 1991..
 AD5801
 AD5801.This Tidal Bench Mark is designated as VM 5579
 AD5801.by the Center for Operational Oceanographic Products and Services.
 AD5801
 AD5801.The geoid height was determined by GEOID03.
 AD5801
 AD5801.The dynamic height is computed by dividing the NAVD 88
 AD5801.geopotential number by the normal gravity value computed on the
 AD5801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5801.degrees latitude (g = 980.6199 gals.).
 AD5801
 AD5801.The modeled gravity was interpolated from observed gravity values.
 AD5801
 AD5801;                    North         East    Units  Estimated Accuracy
 AD5801;SPC FL E     -   282,660.      292,430.      MT  (+/- 180 meters Scaled)
 AD5801
 AD5801                          SUPERSEDED SURVEY CONTROL
 AD5801
 AD5801  NGVD 29 (09/01/92)    5.808  (m)           19.06   (f) ADJUSTED    2 1
 AD5801
 AD5801.Superseded values are not recommended for survey control.
 AD5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5801.See file dsdata.txt to determine how the superseded data were derived.
 AD5801
 AD5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK923736(NAD 83)
 AD5801_MARKER: DJ = TIDAL STATION DISK
 AD5801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5801_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD5801_STAMPING: NO 4 1973
 AD5801_MARK LOGO: NOS   
 AD5801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5801
 AD5801  HISTORY     - Date     Condition        Report By
 AD5801  HISTORY     - 1973     MONUMENTED       NOS
 AD5801  HISTORY     - 1980     GOOD             FLDNR
 AD5801  HISTORY     - 19940603 GOOD             USPSQD
 AD5801  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5801  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5801  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5801
 AD5801                          STATION DESCRIPTION
 AD5801
 AD5801'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5801'0.8 MI WEST FROM JUNO BEACH.
 AD5801'BEGINNING AT THE INTERSECTION OF U. S. HIGHWAY 1 AND
 AD5801'DONALD ROSS ROAD IN JUNO BEACH, GO 0.8 MILE WEST ON DONALD ROSS ROAD
 AD5801'TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK
 AD5801'BEARS 21 FEET SOUTH OF THE ROAD CENTERLINE, 1.5 FEET SOUTH OF THE
 AD5801'SOUTHEAST EDGE OF THE BRIDGE, AND 1.0 FEET NORTH OF THE SOUTH EDGE OF
 AD5801'THE ABUTMENT.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 26801.
 AD5801
 AD5801                          STATION RECOVERY (1994)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5801'RECOVERED IN GOOD CONDITION.
 AD5801
 AD5801                          STATION RECOVERY (2001)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5801'BRIDGE DEMOLISHED AND NEW BRIDGE CONSTRUCTED.
 AD5801
 AD5801                          STATION RECOVERY (2003)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5801'MARK NOT FOUND.
 AD5801
 AD5801                          STATION RECOVERY (2004)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5743 ***********************************************************************
 AD5743  DESIGNATION -  872 2548 A TIDAL FLDNR
 AD5743  PID         -  AD5743
 AD5743  STATE/COUNTY-  FL/PALM BEACH
 AD5743  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5743
 AD5743                         *CURRENT SURVEY CONTROL
 AD5743  ___________________________________________________________________
 AD5743* NAD 83(1986)-  26 50 39.     (N)    080 04 01.     (W)     SCALED    
 AD5743* NAVD 88     -         7.176  (meters)      23.54   (feet)  ADJUSTED  
 AD5743  ___________________________________________________________________
 AD5743  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AD5743  DYNAMIC HT  -           7.165 (meters)      23.51  (feet)  COMP
 AD5743  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 AD5743
 AD5743  VERT ORDER  -  SECOND    CLASS I
 AD5743
 AD5743.The horizontal coordinates were scaled from a topographic map and have
 AD5743.an estimated accuracy of +/- 6 seconds.
 AD5743
 AD5743.The orthometric height was determined by differential leveling
 AD5743.and adjusted by the National Geodetic Survey in June 1991..
 AD5743.WARNING-Repeat measurements at this control monument indicate possible
 AD5743.vertical movement.
 AD5743
 AD5743.The geoid height was determined by GEOID03.
 AD5743
 AD5743.The dynamic height is computed by dividing the NAVD 88
 AD5743.geopotential number by the normal gravity value computed on the
 AD5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5743.degrees latitude (g = 980.6199 gals.).
 AD5743
 AD5743.The modeled gravity was interpolated from observed gravity values.
 AD5743
 AD5743;                    North         East    Units  Estimated Accuracy
 AD5743;SPC FL E     -   278,480.      292,740.      MT  (+/- 180 meters Scaled)
 AD5743
 AD5743                          SUPERSEDED SURVEY CONTROL
 AD5743
 AD5743  NGVD 29 (09/01/92)    7.639  (m)           25.06   (f) ADJUSTED    2 1
 AD5743
 AD5743.Superseded values are not recommended for survey control.
 AD5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5743.See file dsdata.txt to determine how the superseded data were derived.
 AD5743
 AD5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD5743_MARKER: DJ = TIDAL STATION DISK
 AD5743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5743_SP_SET: BRIDGE SIDEWALK
 AD5743_STAMPING: 2548 A 1979
 AD5743_MARK LOGO: FLDNR 
 AD5743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5743
 AD5743  HISTORY     - Date     Condition        Report By
 AD5743  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5743  HISTORY     - 1979     GOOD             FLDNR
 AD5743  HISTORY     - 1981     GOOD             FLDNR
 AD5743  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 19950310 MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5743
 AD5743                          STATION DESCRIPTION
 AD5743
 AD5743'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5743'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5743'BEGIN AT THE INTERSECTION OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD5743'PROCEED EASTERLY 2.2 MILES ALONG PGA BOULVARD TO THE MARK. THE MARK
 AD5743'BEARS 18.3 FEET NORTH OF PGA BOULEVARD CENTERLINE, 1.4 FEET EAST OF
 AD5743'THE NORTHWEST CORNER OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, AND
 AD5743'59.8 FEET SOUTHEAST OF A TELEPHONE POLE.
 AD5743
 AD5743                          STATION RECOVERY (1981)
 AD5743
 AD5743'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5743'RECOVERED IN GOOD CONDITION.
 AD5743
 AD5743                          STATION RECOVERY (1989)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5743'MARK NOT FOUND.
 AD5743
 AD5743                          STATION RECOVERY (1995)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5743'MARK NOT FOUND.
 AD5743
 AD5743                          STATION RECOVERY (2002)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5743'BRIDGE COMPLETELY REBUILT IN 1981.
 AD5743' 
 AD5743' 
 AD5743
 AD5743                          STATION RECOVERY (2003)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5743'MARK NOT FOUND.
 AD5743
 AD5743                          STATION RECOVERY (2004)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6295 ***********************************************************************
 AD6295  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6295  DESIGNATION -  872 2548 F TIDAL
 AD6295  PID         -  AD6295
 AD6295  STATE/COUNTY-  FL/PALM BEACH
 AD6295  USGS QUAD   -  RIVIERA BEACH (1983)
 AD6295
 AD6295                         *CURRENT SURVEY CONTROL
 AD6295  ___________________________________________________________________
 AD6295* NAD 83(1986)-  26 50 41.     (N)    080 04 07.     (W)     SCALED    
 AD6295* NAVD 88     -         0.835  (meters)       2.74   (feet)  ADJUSTED  
 AD6295  ___________________________________________________________________
 AD6295  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AD6295  DYNAMIC HT  -           0.833 (meters)       2.73  (feet)  COMP
 AD6295  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 AD6295
 AD6295  VERT ORDER  -  SECOND    CLASS I
 AD6295
 AD6295.The horizontal coordinates were scaled from a topographic map and have
 AD6295.an estimated accuracy of +/- 6 seconds.
 AD6295
 AD6295.The orthometric height was determined by differential leveling
 AD6295.and adjusted by the National Geodetic Survey in June 1991..
 AD6295
 AD6295.This Tidal Bench Mark is designated as VM 5588
 AD6295.by the Center for Operational Oceanographic Products and Services.
 AD6295
 AD6295.The geoid height was determined by GEOID03.
 AD6295
 AD6295.The dynamic height is computed by dividing the NAVD 88
 AD6295.geopotential number by the normal gravity value computed on the
 AD6295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6295.degrees latitude (g = 980.6199 gals.).
 AD6295
 AD6295.The modeled gravity was interpolated from observed gravity values.
 AD6295
 AD6295;                    North         East    Units  Estimated Accuracy
 AD6295;SPC FL E     -   278,540.      292,570.      MT  (+/- 180 meters Scaled)
 AD6295
 AD6295                          SUPERSEDED SURVEY CONTROL
 AD6295
 AD6295  NGVD 29 (09/01/92)    1.296  (m)            4.25   (f) ADJUSTED    2 1
 AD6295
 AD6295.Superseded values are not recommended for survey control.
 AD6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6295.See file dsdata.txt to determine how the superseded data were derived.
 AD6295
 AD6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK925695(NAD 83)
 AD6295_MARKER: DJ = TIDAL STATION DISK
 AD6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6295_SP_SET: CONCRETE POST
 AD6295_STAMPING: 2548 F 1981 BSM
 AD6295_MARK LOGO: FLDT  
 AD6295_PROJECTION: FLUSH
 AD6295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD6295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6295+STABILITY: SURFACE MOTION
 AD6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6295+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AD6295
 AD6295  HISTORY     - Date     Condition        Report By
 AD6295  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6295  HISTORY     - 19891231 GOOD             FLDT
 AD6295  HISTORY     - 20020223 GOOD             USPSQD
 AD6295  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD6295  HISTORY     - 20040410 GOOD             USPSQD
 AD6295  HISTORY     - 20050415 GOOD             FLDT
 AD6295
 AD6295                          STATION DESCRIPTION
 AD6295
 AD6295'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6295'1.7 MI NNW FROM NORTH PALM BEACH.
 AD6295'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD6295'GO EAST 2.0 MILES ALONG PGA BOULEVARD TO THE INTERSECTION OF KIDD LANE
 AD6295'AND THE MARK.  THE MARK BEARS 60.0 FEET NORTH OF THE CENTERLINE OF PGA
 AD6295'BOULEVARD, 33.0 FEET WEST OF THE CENTERLINE OF KIDD LANE, 0.55 FOOT
 AD6295'NORTH OF THE NORTH EDGE OF THE SIDEWALK, 3.0 FEET WEST-NORTHWEST OF A
 AD6295'POWER POLE, ABOUT 640 FEET WEST OF THE NORTHWEST CORNER OF THE PGA
 AD6295'BOULEVARD BRIDGE, AND 1.0 FOOT SOUTH OF A WITNESS POST.
 AD6295
 AD6295                          STATION RECOVERY (1989)
 AD6295
 AD6295'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AD6295'RECOVERED AS DESCRIBED IN HGZ L24750, BY FLDNR.
 AD6295
 AD6295                          STATION RECOVERY (2002)
 AD6295
 AD6295'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6295'THE WITNESS POST HAS BEEN REMOVED.
 AD6295' 
 AD6295
 AD6295                          STATION RECOVERY (2003)
 AD6295
 AD6295'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6295'MARK NOT FOUND.
 AD6295
 AD6295                          STATION RECOVERY (2004)
 AD6295
 AD6295'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6295'RECOVERED IN GOOD CONDITION.
 AD6295
 AD6295                          STATION RECOVERY (2005)
 AD6295
 AD6295'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6295'RECOVERED AS DESCRIBED
 AD6295' 
 AD6295' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6294 ***********************************************************************
 AD6294  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6294  DESIGNATION -  872 2548 G TIDAL
 AD6294  PID         -  AD6294
 AD6294  STATE/COUNTY-  FL/PALM BEACH
 AD6294  USGS QUAD   -  RIVIERA BEACH (1983)
 AD6294
 AD6294                         *CURRENT SURVEY CONTROL
 AD6294  ___________________________________________________________________
 AD6294* NAD 83(1986)-  26 50 41.     (N)    080 03 59.     (W)     SCALED    
 AD6294* NAVD 88     -         8.794  (meters)      28.85   (feet)  ADJUSTED  
 AD6294  ___________________________________________________________________
 AD6294  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AD6294  DYNAMIC HT  -           8.780 (meters)      28.81  (feet)  COMP
 AD6294  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 AD6294
 AD6294  VERT ORDER  -  SECOND    CLASS I
 AD6294
 AD6294.The horizontal coordinates were scaled from a topographic map and have
 AD6294.an estimated accuracy of +/- 6 seconds.
 AD6294
 AD6294.The orthometric height was determined by differential leveling
 AD6294.and adjusted by the National Geodetic Survey in June 1991..
 AD6294
 AD6294.This Tidal Bench Mark is designated as VM 5589
 AD6294.by the Center for Operational Oceanographic Products and Services.
 AD6294
 AD6294.The geoid height was determined by GEOID03.
 AD6294
 AD6294.The dynamic height is computed by dividing the NAVD 88
 AD6294.geopotential number by the normal gravity value computed on the
 AD6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6294.degrees latitude (g = 980.6199 gals.).
 AD6294
 AD6294.The modeled gravity was interpolated from observed gravity values.
 AD6294
 AD6294;                    North         East    Units  Estimated Accuracy
 AD6294;SPC FL E     -   278,540.      292,790.      MT  (+/- 180 meters Scaled)
 AD6294
 AD6294                          SUPERSEDED SURVEY CONTROL
 AD6294
 AD6294  NGVD 29 (09/01/92)    9.257  (m)           30.37   (f) ADJUSTED    2 1
 AD6294
 AD6294.Superseded values are not recommended for survey control.
 AD6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6294.See file dsdata.txt to determine how the superseded data were derived.
 AD6294
 AD6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD6294_MARKER: DB = BENCH MARK DISK
 AD6294_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6294_SP_SET: BRIDGE RAIL
 AD6294_STAMPING: 2548 G 1981
 AD6294_MARK LOGO: FLDNR 
 AD6294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD6294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6294
 AD6294  HISTORY     - Date     Condition        Report By
 AD6294  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6294  HISTORY     - 1981     GOOD             FLDNR
 AD6294  HISTORY     - 19891231 GOOD             FLDT
 AD6294  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD6294  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD6294  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD6294
 AD6294                          STATION DESCRIPTION
 AD6294
 AD6294'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6294'1.7 MI NNW FROM NORTH PALM BEACH.
 AD6294'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD6294'GO 2.2 MILES EAST ALONG PGA BOULEVARD TO THE NORTHEAST CORNER OF THE
 AD6294'NEW PGA BOULEVARD BRIDGE AND THE MARK.  THE MARK BEARS 2.5 FEET WEST
 AD6294'OF THE NORTHEAST CORNER OF THE NEW PGA BOULEVARD BRIDGE AND 30 FEET
 AD6294'NORTH OF THE CENTERLINE OF THE NEW BRIDGE.
 AD6294'THE MARK IS 4 FT ABOVE HIGHWAY.
 AD6294
 AD6294                          STATION RECOVERY (1989)
 AD6294
 AD6294'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AD6294'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD6294'GO 2.2 MILES (3.5 KM) EAST ALONG PGA BOULEVARD TO THE NORTHEAST CORNER
 AD6294'OF THE NEW PGA BOULEVARD BRIDGE AND MARK,  2.5 FEET (0.8 M) WEST OF
 AD6294'THE NORTHEAST CORNER OF THE NEW PGA BOULEVARD BRIDGE, AND 30 FEET (9.1
 AD6294'M) NORTH OF THE CENTERLINE OF THE NEW BRIDGE.
 AD6294
 AD6294                          STATION RECOVERY (2002)
 AD6294
 AD6294'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6294'BRIDGE REFURBISHED IN 2001.
 AD6294' 
 AD6294
 AD6294                          STATION RECOVERY (2003)
 AD6294
 AD6294'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6294'MARK NOT FOUND.
 AD6294
 AD6294                          STATION RECOVERY (2004)
 AD6294
 AD6294'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5742 ***********************************************************************
 AD5742  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5742  DESIGNATION -  872 2548 TIDAL 2
 AD5742  PID         -  AD5742
 AD5742  STATE/COUNTY-  FL/PALM BEACH
 AD5742  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5742
 AD5742                         *CURRENT SURVEY CONTROL
 AD5742  ___________________________________________________________________
 AD5742* NAD 83(1986)-  26 50 41.     (N)    080 04 01.     (W)     SCALED    
 AD5742* NAVD 88     -         1.019  (meters)       3.34   (feet)  ADJUSTED  
 AD5742  ___________________________________________________________________
 AD5742  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AD5742  DYNAMIC HT  -           1.018 (meters)       3.34  (feet)  COMP
 AD5742  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 AD5742
 AD5742  VERT ORDER  -  SECOND    CLASS I
 AD5742
 AD5742.The horizontal coordinates were scaled from a topographic map and have
 AD5742.an estimated accuracy of +/- 6 seconds.
 AD5742
 AD5742.The orthometric height was determined by differential leveling
 AD5742.and adjusted by the National Geodetic Survey in June 1991..
 AD5742
 AD5742.This Tidal Bench Mark is designated as VM 15816
 AD5742.by the Center for Operational Oceanographic Products and Services.
 AD5742
 AD5742.The geoid height was determined by GEOID03.
 AD5742
 AD5742.The dynamic height is computed by dividing the NAVD 88
 AD5742.geopotential number by the normal gravity value computed on the
 AD5742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5742.degrees latitude (g = 980.6199 gals.).
 AD5742
 AD5742.The modeled gravity was interpolated from observed gravity values.
 AD5742
 AD5742;                    North         East    Units  Estimated Accuracy
 AD5742;SPC FL E     -   278,540.      292,730.      MT  (+/- 180 meters Scaled)
 AD5742
 AD5742                          SUPERSEDED SURVEY CONTROL
 AD5742
 AD5742  NGVD 29 (09/01/92)    1.478  (m)            4.85   (f) ADJUSTED    2 1
 AD5742
 AD5742.Superseded values are not recommended for survey control.
 AD5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5742.See file dsdata.txt to determine how the superseded data were derived.
 AD5742
 AD5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD5742_MARKER: DJ = TIDAL STATION DISK
 AD5742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5742_SP_SET: CONCRETE SEAWALL
 AD5742_STAMPING: NO 2 1973
 AD5742_MARK LOGO: NOS   
 AD5742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5742
 AD5742  HISTORY     - Date     Condition        Report By
 AD5742  HISTORY     - 1973     MONUMENTED       NOS
 AD5742  HISTORY     - 1979     GOOD             FLDNR
 AD5742  HISTORY     - 1981     GOOD             FLDNR
 AD5742  HISTORY     - 1989     GOOD             USPSQD
 AD5742  HISTORY     - 19940618 GOOD             USPSQD
 AD5742  HISTORY     - 19950310 GOOD             USPSQD
 AD5742  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD5742  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD5742  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5742
 AD5742                          STATION DESCRIPTION
 AD5742
 AD5742'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5742'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5742'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD5742'PROCEED EAST 2.1 MILES ALONG PGA BOULEVARD TO THE WATERWAY MARINA AND
 AD5742'THE MARK. THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 159.3 FEET
 AD5742'SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL. AND 3.4 FEET NORTH OF
 AD5742'THE SOUTHWEST CORNER OF THE SEAWALL.
 AD5742
 AD5742                          STATION RECOVERY (1981)
 AD5742
 AD5742'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (1989)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (1994)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (1995)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (2002)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5742'WATERWAY MARINA HAS CHANGED TO PGA MARINA. FOUND ONLY SETTING ON TOP
 AD5742'OF SEAWALL. ASSUME MARK DESTROYED.
 AD5742' 
 AD5742' 
 AD5742
 AD5742                          STATION RECOVERY (2003)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5742'MARK NOT FOUND.
 AD5742
 AD5742                          STATION RECOVERY (2004)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5744 ***********************************************************************
 AD5744  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5744  DESIGNATION -  872 2548 TIDAL 3
 AD5744  PID         -  AD5744
 AD5744  STATE/COUNTY-  FL/PALM BEACH
 AD5744  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5744
 AD5744                         *CURRENT SURVEY CONTROL
 AD5744  ___________________________________________________________________
 AD5744* NAD 83(1986)-  26 50 40.     (N)    080 04 01.     (W)     SCALED    
 AD5744* NAVD 88     -         1.041  (meters)       3.42   (feet)  ADJUSTED  
 AD5744  ___________________________________________________________________
 AD5744  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AD5744  DYNAMIC HT  -           1.040 (meters)       3.41  (feet)  COMP
 AD5744  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 AD5744
 AD5744  VERT ORDER  -  SECOND    CLASS I
 AD5744
 AD5744.The horizontal coordinates were scaled from a topographic map and have
 AD5744.an estimated accuracy of +/- 6 seconds.
 AD5744
 AD5744.The orthometric height was determined by differential leveling
 AD5744.and adjusted by the National Geodetic Survey in June 1991..
 AD5744
 AD5744.This Tidal Bench Mark is designated as VM 5585
 AD5744.by the Center for Operational Oceanographic Products and Services.
 AD5744
 AD5744.The geoid height was determined by GEOID03.
 AD5744
 AD5744.The dynamic height is computed by dividing the NAVD 88
 AD5744.geopotential number by the normal gravity value computed on the
 AD5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5744.degrees latitude (g = 980.6199 gals.).
 AD5744
 AD5744.The modeled gravity was interpolated from observed gravity values.
 AD5744
 AD5744;                    North         East    Units  Estimated Accuracy
 AD5744;SPC FL E     -   278,510.      292,730.      MT  (+/- 180 meters Scaled)
 AD5744
 AD5744                          SUPERSEDED SURVEY CONTROL
 AD5744
 AD5744  NGVD 29 (09/01/92)    1.500  (m)            4.92   (f) ADJUSTED    2 1
 AD5744
 AD5744.Superseded values are not recommended for survey control.
 AD5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5744.See file dsdata.txt to determine how the superseded data were derived.
 AD5744
 AD5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD5744_MARKER: DJ = TIDAL STATION DISK
 AD5744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5744_SP_SET: CONCRETE SEAWALL
 AD5744_STAMPING: NO 3 1973
 AD5744_MARK LOGO: NOS   
 AD5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5744
 AD5744  HISTORY     - Date     Condition        Report By
 AD5744  HISTORY     - 1973     MONUMENTED       NOS
 AD5744  HISTORY     - 1979     GOOD             FLDNR
 AD5744  HISTORY     - 1981     GOOD             FLDNR
 AD5744  HISTORY     - 1989     GOOD             USPSQD
 AD5744  HISTORY     - 19940618 GOOD             USPSQD
 AD5744  HISTORY     - 19950310 GOOD             USPSQD
 AD5744  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD5744  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD5744  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5744
 AD5744                          STATION DESCRIPTION
 AD5744
 AD5744'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5744'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5744'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD5744'PROCEED EAST 2.1 MILES ALONG PGA BOULEVARD TO THE WATERWAY MARINA AND
 AD5744'THE MARK. THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 83.4 FEET
 AD5744'NORTH OF THE SOUTHWEST CORNER OF THE SEAWALL.
 AD5744
 AD5744                          STATION RECOVERY (1981)
 AD5744
 AD5744'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (1989)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (1994)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (1995)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (2002)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5744'WATERWAY MARINA HAS CHANGED TO PGA MARINA. FOUND ONLY SETTING ON TOP
 AD5744'OF SEAWALL. ASSUME MARK DESTROYED.
 AD5744' 
 AD5744' 
 AD5744
 AD5744                          STATION RECOVERY (2003)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5744'MARK NOT FOUND.
 AD5744
 AD5744                          STATION RECOVERY (2004)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5745 ***********************************************************************
 AD5745  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5745  DESIGNATION -  872 2548 TIDAL 4
 AD5745  PID         -  AD5745
 AD5745  STATE/COUNTY-  FL/PALM BEACH
 AD5745  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5745
 AD5745                         *CURRENT SURVEY CONTROL
 AD5745  ___________________________________________________________________
 AD5745* NAD 83(1986)-  26 50 41.     (N)    080 04 03.     (W)     SCALED    
 AD5745* NAVD 88     -         1.037  (meters)       3.40   (feet)  ADJUSTED  
 AD5745  ___________________________________________________________________
 AD5745  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AD5745  DYNAMIC HT  -           1.035 (meters)       3.40  (feet)  COMP
 AD5745  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 AD5745
 AD5745  VERT ORDER  -  SECOND    CLASS I
 AD5745
 AD5745.The horizontal coordinates were scaled from a topographic map and have
 AD5745.an estimated accuracy of +/- 6 seconds.
 AD5745
 AD5745.The orthometric height was determined by differential leveling
 AD5745.and adjusted by the National Geodetic Survey in June 1991..
 AD5745
 AD5745.This Tidal Bench Mark is designated as VM 5586
 AD5745.by the Center for Operational Oceanographic Products and Services.
 AD5745
 AD5745.The geoid height was determined by GEOID03.
 AD5745
 AD5745.The dynamic height is computed by dividing the NAVD 88
 AD5745.geopotential number by the normal gravity value computed on the
 AD5745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5745.degrees latitude (g = 980.6199 gals.).
 AD5745
 AD5745.The modeled gravity was interpolated from observed gravity values.
 AD5745
 AD5745;                    North         East    Units  Estimated Accuracy
 AD5745;SPC FL E     -   278,540.      292,680.      MT  (+/- 180 meters Scaled)
 AD5745
 AD5745                          SUPERSEDED SURVEY CONTROL
 AD5745
 AD5745  NGVD 29 (09/01/92)    1.496  (m)            4.91   (f) ADJUSTED    2 1
 AD5745
 AD5745.Superseded values are not recommended for survey control.
 AD5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5745.See file dsdata.txt to determine how the superseded data were derived.
 AD5745
 AD5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926695(NAD 83)
 AD5745_MARKER: DJ = TIDAL STATION DISK
 AD5745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5745_SP_SET: CONCRETE SEAWALL
 AD5745_STAMPING: NO 4 1973
 AD5745_MARK LOGO: NOS   
 AD5745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5745+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AD5745
 AD5745  HISTORY     - Date     Condition        Report By
 AD5745  HISTORY     - 1973     MONUMENTED       NOS
 AD5745  HISTORY     - 1979     GOOD             FLDNR
 AD5745  HISTORY     - 1981     GOOD             FLDNR
 AD5745  HISTORY     - 1989     GOOD             USPSQD
 AD5745  HISTORY     - 19940618 GOOD             USPSQD
 AD5745  HISTORY     - 19950310 GOOD             USPSQD
 AD5745  HISTORY     - 20020228 GOOD             USPSQD
 AD5745  HISTORY     - 20030308 GOOD             USPSQD
 AD5745  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5745
 AD5745                          STATION DESCRIPTION
 AD5745
 AD5745'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5745'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5745'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD TO THE WATERWAY MARINA AND
 AD5745'THE MARK. THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 71.4 FEET
 AD5745'WEST OF THE EASTERNMOST FACE OF THE SEAWALL, AND 6.4 FEET EAST OF THE
 AD5745'NORTHWEST CORNER OF THE SEAWALL.
 AD5745
 AD5745                          STATION RECOVERY (1981)
 AD5745
 AD5745'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (1989)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (1994)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (1995)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (2002)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5745'WATERWAY MARINA HAS CHANGED TO PGA MARINA.
 AD5745' 
 AD5745
 AD5745                          STATION RECOVERY (2003)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (2004)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5745'SEAWALL COMPLETELY REBUILT IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5625 ***********************************************************************
 AD5625  DESIGNATION -  872 2551 TIDAL 1
 AD5625  PID         -  AD5625
 AD5625  STATE/COUNTY-  FL/GLADES
 AD5625  USGS QUAD   -  MOORE HAVEN (1970)
 AD5625
 AD5625                         *CURRENT SURVEY CONTROL
 AD5625  ___________________________________________________________________
 AD5625* NAD 83(1986)-  26 49 58.     (N)    081 05 21.     (W)     SCALED    
 AD5625* NAVD 88     -         5.777  (meters)      18.95   (feet)  ADJUSTED  
 AD5625  ___________________________________________________________________
 AD5625  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AD5625  DYNAMIC HT  -           5.769 (meters)      18.93  (feet)  COMP
 AD5625  MODELED GRAV-     979,119.8   (mgal)                       NAVD 88
 AD5625
 AD5625  VERT ORDER  -  SECOND    CLASS 0
 AD5625
 AD5625.The horizontal coordinates were scaled from a topographic map and have
 AD5625.an estimated accuracy of +/- 6 seconds.
 AD5625
 AD5625.The orthometric height was determined by differential leveling
 AD5625.and adjusted by the National Geodetic Survey in June 1991..
 AD5625
 AD5625.The geoid height was determined by GEOID03.
 AD5625
 AD5625.The dynamic height is computed by dividing the NAVD 88
 AD5625.geopotential number by the normal gravity value computed on the
 AD5625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5625.degrees latitude (g = 980.6199 gals.).
 AD5625
 AD5625.The modeled gravity was interpolated from observed gravity values.
 AD5625
 AD5625;                    North         East    Units  Estimated Accuracy
 AD5625;SPC FL E     -   276,880.      191,140.      MT  (+/- 180 meters Scaled)
 AD5625
 AD5625                          SUPERSEDED SURVEY CONTROL
 AD5625
 AD5625  NGVD 29 (??/??/92)    6.134  (m)           20.12   (f) ADJ UNCH    2 0
 AD5625
 AD5625.Superseded values are not recommended for survey control.
 AD5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5625.See file dsdata.txt to determine how the superseded data were derived.
 AD5625
 AD5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK911679(NAD 83)
 AD5625_MARKER: DJ = TIDAL STATION DISK
 AD5625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5625_SP_SET: WALL
 AD5625_STAMPING: NO 1 1925
 AD5625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5625
 AD5625  HISTORY     - Date     Condition        Report By
 AD5625  HISTORY     - 1925     MONUMENTED       CGS
 AD5625  HISTORY     - 1942     GOOD             NGS
 AD5625  HISTORY     - 1952     GOOD             NGS
 AD5625  HISTORY     - 19920327 MARK NOT FOUND   NGS
 AD5625  HISTORY     - 20030123 GOOD             USPSQD
 AD5625
 AD5625                          STATION DESCRIPTION
 AD5625
 AD5625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AD5625'AT MOORE HAVEN.
 AD5625'AT MOORE HAVEN, GLADES COUNTY, AT THE THREE MILE CANAL ENTRANCE
 AD5625'INTO LAKE OKEECHOBEE, ON THE WEST WALL OF THE OLD LOCKS, 700
 AD5625'METERS SOUTH OF THE NEW LOCKS, AT THE FOOT OF MAIN STREET, IN
 AD5625'THE TOP OF THE WEST WALL OF THE LOCK, 5.5 FEET SOUTH OF THE
 AD5625'NORTH END, 1.7 FEET WEST OF THE FACE, 0.4 FOOT NORTH OF A GAGING
 AD5625'HOUSE, AND COUNTERSUNK SLIGHTLY BELOW THE SURFACE OF THE CONCRETE.
 AD5625'A STANDARD DISK, STAMPED NO 1 1925.  NOTE - IT WAS REPORTED IN
 AD5625'NOV. 1942 THAT THE PROPER NAME OF THE CANAL IS CALOOSAHATCHEE
 AD5625'CANAL.
 AD5625
 AD5625                          STATION RECOVERY (1952)
 AD5625
 AD5625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AD5625'RECOVERED IN GOOD CONDITION.
 AD5625
 AD5625                          STATION RECOVERY (1992)
 AD5625
 AD5625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5625'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD5625
 AD5625                          STATION RECOVERY (2003)
 AD5625
 AD5625'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AD5625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5788 ***********************************************************************
 AD5788  DESIGNATION -  872 2588 F TIDAL FLDNR
 AD5788  PID         -  AD5788
 AD5788  STATE/COUNTY-  FL/PALM BEACH
 AD5788  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5788
 AD5788                         *CURRENT SURVEY CONTROL
 AD5788  ___________________________________________________________________
 AD5788* NAD 83(1986)-  26 46 06.     (N)    080 03 14.     (W)     SCALED    
 AD5788* NAVD 88     -         2.238  (meters)       7.34   (feet)  ADJUSTED  
 AD5788  ___________________________________________________________________
 AD5788  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AD5788  DYNAMIC HT  -           2.235 (meters)       7.33  (feet)  COMP
 AD5788  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 AD5788
 AD5788  VERT ORDER  -  SECOND    CLASS I
 AD5788
 AD5788.The horizontal coordinates were scaled from a topographic map and have
 AD5788.an estimated accuracy of +/- 6 seconds.
 AD5788
 AD5788.The orthometric height was determined by differential leveling
 AD5788.and adjusted by the National Geodetic Survey in June 1991..
 AD5788
 AD5788.The geoid height was determined by GEOID03.
 AD5788
 AD5788.The dynamic height is computed by dividing the NAVD 88
 AD5788.geopotential number by the normal gravity value computed on the
 AD5788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5788.degrees latitude (g = 980.6199 gals.).
 AD5788
 AD5788.The modeled gravity was interpolated from observed gravity values.
 AD5788
 AD5788;                    North         East    Units  Estimated Accuracy
 AD5788;SPC FL E     -   270,090.      294,100.      MT  (+/- 180 meters Scaled)
 AD5788
 AD5788                          SUPERSEDED SURVEY CONTROL
 AD5788
 AD5788  NGVD 29 (09/01/92)    2.709  (m)            8.89   (f) ADJUSTED    2 1
 AD5788
 AD5788.Superseded values are not recommended for survey control.
 AD5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5788.See file dsdata.txt to determine how the superseded data were derived.
 AD5788
 AD5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940611(NAD 83)
 AD5788_MARKER: DB = BENCH MARK DISK
 AD5788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5788_SP_SET: CONCRETE FOUNDATION
 AD5788_STAMPING: 2588 F BSM 1981
 AD5788_MARK LOGO: FLDNR 
 AD5788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5788
 AD5788  HISTORY     - Date     Condition        Report By
 AD5788  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5788  HISTORY     - 1989     GOOD             USPSQD
 AD5788  HISTORY     - 19940726 GOOD             USPSQD
 AD5788  HISTORY     - 19950310 GOOD             USPSQD
 AD5788
 AD5788                          STATION DESCRIPTION
 AD5788
 AD5788'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5788'0.55 MI NE FROM RIVIERA BEACH.
 AD5788'BEGIN AT THE ENTRANCE TO FLA. POWER AND LIGHT COMPANY RIVIERA
 AD5788'ELECTRICAL POWER PLANT IN S. RIVIERA BEACH, GO N. 0.35 MILE
 AD5788'ALONG U.S. HWY 1 (BROADWAY) TO THE JUNCTION OF PORT ROAD WHICH IS
 AD5788'AN EXTENSION OF W. 8TH STREET (SR 710), GO E. 0.2 MILE ALONG
 AD5788'PORT ROAD TO THE PALM BEACH PORT AUTHORITY AND THE LOCATION OF THE
 AD5788'MARK.  THE MARK BEARS 19.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 AD5788'CORNER OF THE PORT OF PALM BEACH SCALE BLDG, 31.0 FEET E. OF THE
 AD5788'CENTERLINE OF THE 1ST SOUTHBOUND ROAD EAST OF THE GUARDHOUSE, 107.1
 AD5788'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF BLDG H/85, AND IS SET
 AD5788'FLUSH IN THE SOUTHEAST CORNER OF THE CONCRETE APRON AROUND THE
 AD5788'PORT OF PALM BEACH PUBLIC SCALE.
 AD5788
 AD5788                          STATION RECOVERY (1989)
 AD5788
 AD5788'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5788'RECOVERED IN GOOD CONDITION.
 AD5788
 AD5788                          STATION RECOVERY (1994)
 AD5788
 AD5788'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5788'RECOVERED IN GOOD CONDITION.
 AD5788
 AD5788                          STATION RECOVERY (1995)
 AD5788
 AD5788'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5787 ***********************************************************************
 AD5787  DESIGNATION -  872 2588 G TIDAL FLDNR
 AD5787  PID         -  AD5787
 AD5787  STATE/COUNTY-  FL/PALM BEACH
 AD5787  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5787
 AD5787                         *CURRENT SURVEY CONTROL
 AD5787  ___________________________________________________________________
 AD5787* NAD 83(1986)-  26 46 06.     (N)    080 03 14.     (W)     SCALED    
 AD5787* NAVD 88     -         2.139  (meters)       7.02   (feet)  ADJUSTED  
 AD5787  ___________________________________________________________________
 AD5787  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AD5787  DYNAMIC HT  -           2.136 (meters)       7.01  (feet)  COMP
 AD5787  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 AD5787
 AD5787  VERT ORDER  -  SECOND    CLASS I
 AD5787
 AD5787.The horizontal coordinates were scaled from a topographic map and have
 AD5787.an estimated accuracy of +/- 6 seconds.
 AD5787
 AD5787.The orthometric height was determined by differential leveling
 AD5787.and adjusted by the National Geodetic Survey in June 1991..
 AD5787
 AD5787.The geoid height was determined by GEOID03.
 AD5787
 AD5787.The dynamic height is computed by dividing the NAVD 88
 AD5787.geopotential number by the normal gravity value computed on the
 AD5787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5787.degrees latitude (g = 980.6199 gals.).
 AD5787
 AD5787.The modeled gravity was interpolated from observed gravity values.
 AD5787
 AD5787;                    North         East    Units  Estimated Accuracy
 AD5787;SPC FL E     -   270,090.      294,100.      MT  (+/- 180 meters Scaled)
 AD5787
 AD5787                          SUPERSEDED SURVEY CONTROL
 AD5787
 AD5787  NGVD 29 (09/01/92)    2.610  (m)            8.56   (f) ADJUSTED    2 1
 AD5787
 AD5787.Superseded values are not recommended for survey control.
 AD5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5787.See file dsdata.txt to determine how the superseded data were derived.
 AD5787
 AD5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940611(NAD 83)
 AD5787_MARKER: DB = BENCH MARK DISK
 AD5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5787_SP_SET: CONCRETE POST
 AD5787_STAMPING: 2588 G BSM 1981
 AD5787_MARK LOGO: FLDNR 
 AD5787_PROJECTION: FLUSH
 AD5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5787+STABILITY: SURFACE MOTION
 AD5787
 AD5787  HISTORY     - Date     Condition        Report By
 AD5787  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5787  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5787  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 AD5787  HISTORY     - 19950310 MARK NOT FOUND   USPSQD
 AD5787
 AD5787                          STATION DESCRIPTION
 AD5787
 AD5787'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5787'0.55 MI NE FROM RIVIERA BEACH.
 AD5787'BEGIN AT THE ENTRANCE TO FLA. POWER AND LIGHT COMPANY RIVIERA
 AD5787'ELECTRICAL POWER PLANT IN SOUTH RIVIERA BEACH, GO N. 0.35 MILE
 AD5787'ALONG U.S. HWY 1 (BROADWAY) TO THE JUNCTION OF PORT ROAD WHICH IS
 AD5787'AN EXTENSION OF W. 8TH STREET(SR 710), GO E. 0.2 MILE ALONG
 AD5787'PORT ROAD TO THE PALM BEACH PORT AUTHORITY AND THE LOCATION OF THE
 AD5787'MARK.  THE MARK BEARS 28.0 FEET SOUTH OF THE CENTERLINE OF PORT ROAD,
 AD5787'31.8 FEET W. OF THE CENTERLINE OF THE 1ST SOUTHBOUND ROAD E. OF
 AD5787'THE GUARD HOUSE, 190 FEET EAST OF THE SE. CORNER OF THE
 AD5787'GUARD HOUSE, 56.0 FEET EAST-NORTHEAST OF THE EASTERNMOST FENCE POST
 AD5787'OF AN 8 FOOT HIGH CHAIN LINK FENCE, AND 73.7 FEET WEST-NORTHWEST
 AD5787'OF THE NORTHWEST CORNER OF BUILDING H/85.
 AD5787
 AD5787                          STATION RECOVERY (1989)
 AD5787
 AD5787'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5787'MARK NOT FOUND.
 AD5787
 AD5787                          STATION RECOVERY (1994)
 AD5787
 AD5787'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5787'MARK NOT FOUND.
 AD5787
 AD5787                          STATION RECOVERY (1995)
 AD5787
 AD5787'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5786 ***********************************************************************
 AD5786  DESIGNATION -  872 2588 H TIDAL FLDNR
 AD5786  PID         -  AD5786
 AD5786  STATE/COUNTY-  FL/PALM BEACH
 AD5786  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5786
 AD5786                         *CURRENT SURVEY CONTROL
 AD5786  ___________________________________________________________________
 AD5786* NAD 83(1986)-  26 46 06.     (N)    080 03 14.     (W)     SCALED    
 AD5786* NAVD 88     -         2.377  (meters)       7.80   (feet)  ADJUSTED  
 AD5786  ___________________________________________________________________
 AD5786  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AD5786  DYNAMIC HT  -           2.373 (meters)       7.79  (feet)  COMP
 AD5786  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 AD5786
 AD5786  VERT ORDER  -  SECOND    CLASS I
 AD5786
 AD5786.The horizontal coordinates were scaled from a topographic map and have
 AD5786.an estimated accuracy of +/- 6 seconds.
 AD5786
 AD5786.The orthometric height was determined by differential leveling
 AD5786.and adjusted by the National Geodetic Survey in June 1991..
 AD5786
 AD5786.The geoid height was determined by GEOID03.
 AD5786
 AD5786.The dynamic height is computed by dividing the NAVD 88
 AD5786.geopotential number by the normal gravity value computed on the
 AD5786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5786.degrees latitude (g = 980.6199 gals.).
 AD5786
 AD5786.The modeled gravity was interpolated from observed gravity values.
 AD5786
 AD5786;                    North         East    Units  Estimated Accuracy
 AD5786;SPC FL E     -   270,090.      294,100.      MT  (+/- 180 meters Scaled)
 AD5786
 AD5786                          SUPERSEDED SURVEY CONTROL
 AD5786
 AD5786  NGVD 29 (09/01/92)    2.847  (m)            9.34   (f) ADJUSTED    2 1
 AD5786
 AD5786.Superseded values are not recommended for survey control.
 AD5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5786.See file dsdata.txt to determine how the superseded data were derived.
 AD5786
 AD5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940611(NAD 83)
 AD5786_MARKER: DB = BENCH MARK DISK
 AD5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5786_SP_SET: CONCRETE POST
 AD5786_STAMPING: 2588 H BSM 1981
 AD5786_MARK LOGO: FLDNR 
 AD5786_PROJECTION: FLUSH
 AD5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5786+STABILITY: SURFACE MOTION
 AD5786
 AD5786  HISTORY     - Date     Condition        Report By
 AD5786  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5786  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5786  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 AD5786  HISTORY     - 19950310 MARK NOT FOUND   USPSQD
 AD5786
 AD5786                          STATION DESCRIPTION
 AD5786
 AD5786'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5786'0.55 MI NE FROM RIVIERA BEACH.
 AD5786'BEGIN AT THE ENTRANCE TO FLORIDA POWER AND LIGHT COMPANY RIVIERA
 AD5786'ELECTRICAL POWER PLANT IN SOUTH RIVIERA BEACH.  GO NORTH 0.35 MILE
 AD5786'ALONG U.S. HWY 1 (BROADWAY) TO THE JUNCTION OF PORT ROAD WHICH IS
 AD5786'AN EXTENSION OF W. 8TH STREET(SR 710) GO EAST O.2 MILE ALONG
 AD5786'PORT ROAD TO THE PALM BEACH PORT AUTHORITY AND THE LOCATION  OF THE
 AD5786'MARK.  THE MARK BEARS 24.2 FEET SOUTH OF THE CENTERLINE OF PORT ROAD,
 AD5786'ABOUT 335 FEET E. OF THE CENTERLINE OF U.S. HWY 1, ABOUT 216
 AD5786'FEET W. OF THE NW CORNER OF THE GUARDHOUSE, 1.3 FEET NORTH OF
 AD5786'A CHAIN LINK FENCE, 108.0 FEET S. OF THE SOUTHWEST CORNER OF THE
 AD5786'HEAVY LIFT SERVICES INC. BUILDING, AND 52.0 FEET SOUTH SOUTHWEST OF
 AD5786'A FIRE HYDRANT.
 AD5786
 AD5786                          STATION RECOVERY (1989)
 AD5786
 AD5786'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5786'MARK NOT FOUND.
 AD5786
 AD5786                          STATION RECOVERY (1994)
 AD5786
 AD5786'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5786'MARK NOT FOUND.
 AD5786
 AD5786                          STATION RECOVERY (1995)
 AD5786
 AD5786'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5900 ***********************************************************************
 AD5900  DESIGNATION -  872 2588 TIDAL 1 1983
 AD5900  PID         -  AD5900
 AD5900  STATE/COUNTY-  FL/PALM BEACH
 AD5900  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5900
 AD5900                         *CURRENT SURVEY CONTROL
 AD5900  ___________________________________________________________________
 AD5900* NAD 83(1986)-  26 46 05.     (N)    080 03 03.     (W)     SCALED    
 AD5900* NAVD 88     -         1.83   (meters)       6.0    (feet)  RESET     
 AD5900  ___________________________________________________________________
 AD5900  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AD5900
 AD5900  VERT ORDER  -  THIRD
 AD5900
 AD5900.The horizontal coordinates were scaled from a topographic map and have
 AD5900.an estimated accuracy of +/- 6 seconds.
 AD5900
 AD5900.The orthometric height was computed from unverified reset data.
 AD5900.No vertical observational check was made to the station.
 AD5900
 AD5900.The geoid height was determined by GEOID03.
 AD5900
 AD5900;                    North         East    Units  Estimated Accuracy
 AD5900;SPC FL E     -   270,060.      294,400.      MT  (+/- 180 meters Scaled)
 AD5900
 AD5900                          SUPERSEDED SURVEY CONTROL
 AD5900
 AD5900  NGVD 29 (08/19/04)    2.34   (m)            7.7    (f) RESET       3  
 AD5900
 AD5900.Superseded values are not recommended for survey control.
 AD5900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5900.See file dsdata.txt to determine how the superseded data were derived.
 AD5900
 AD5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943610(NAD 83)
 AD5900_MARKER: DB = BENCH MARK DISK
 AD5900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5900_SP_SET: CONCRETE PLATFORM
 AD5900_STAMPING: NO 1 RESET 1983
 AD5900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5900
 AD5900  HISTORY     - Date     Condition        Report By
 AD5900  HISTORY     - 1983     MONUMENTED       NGS
 AD5900
 AD5900                          STATION DESCRIPTION
 AD5900
 AD5900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AD5900'IN RIVIERA BEACH.
 AD5900'0.1 MILE EAST ALONG PORT ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 AD5900'1 (BROADWAY) AND STATE HIGHWAY 710 (8TH STREET) IN RIVIERA BEACH
 AD5900'TO GUARD GATE, THENCE EAST ALONG PORT ROAD FOR 0.15 MILE TO DOCK
 AD5900'AND SEAWALL, 33.0 FEET SOUTH OF CENTER OF PORT ROAD, 43.0 FEET
 AD5900'WEST OF THE CONCRETE SEAWALL, 38.0 FEET NORTH OF THE NORTHEAST
 AD5900'CORNER OF THE PORT OF PALM BEACH HOME OF WEST INDIA LINE WAREHOUSE
 AD5900'BUILDING, AND IN THE CENTER OF AN 18 BY 18 FOOT CONCRETE FOUNDATION
 AD5900'FOR A LOADING PLATFORM.
 AD5900'THE MARK IS 0.4 FT ABOVE DOCK FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5901 ***********************************************************************
 AD5901  DESIGNATION -  872 2588 TIDAL 2 1983
 AD5901  PID         -  AD5901
 AD5901  STATE/COUNTY-  FL/PALM BEACH
 AD5901  USGS QUAD   -  RIVIERA BEACH (1983)
 AD5901
 AD5901                         *CURRENT SURVEY CONTROL
 AD5901  ___________________________________________________________________
 AD5901* NAD 83(1986)-  26 46 05.     (N)    080 03 04.     (W)     SCALED    
 AD5901* NAVD 88     -         1.68   (meters)       5.5    (feet)  RESET     
 AD5901  ___________________________________________________________________
 AD5901  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AD5901
 AD5901  VERT ORDER  -  THIRD
 AD5901
 AD5901.The horizontal coordinates were scaled from a topographic map and have
 AD5901.an estimated accuracy of +/- 6 seconds.
 AD5901
 AD5901.The orthometric height was computed from unverified reset data.
 AD5901.No vertical observational check was made to the station.
 AD5901
 AD5901.The geoid height was determined by GEOID03.
 AD5901
 AD5901;                    North         East    Units  Estimated Accuracy
 AD5901;SPC FL E     -   270,060.      294,370.      MT  (+/- 180 meters Scaled)
 AD5901
 AD5901                          SUPERSEDED SURVEY CONTROL
 AD5901
 AD5901  NGVD 29 (08/19/04)    2.20   (m)            7.2    (f) RESET       3  
 AD5901
 AD5901.Superseded values are not recommended for survey control.
 AD5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5901.See file dsdata.txt to determine how the superseded data were derived.
 AD5901
 AD5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943610(NAD 83)
 AD5901_MARKER: DB = BENCH MARK DISK
 AD5901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5901_SP_SET: CONCRETE FLOOR
 AD5901_STAMPING: NO 2 RESET 1983
 AD5901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5901
 AD5901  HISTORY     - Date     Condition        Report By
 AD5901  HISTORY     - 1983     MONUMENTED       NGS
 AD5901  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 AD5901
 AD5901                          STATION DESCRIPTION
 AD5901
 AD5901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AD5901'IN RIVIERA BEACH.
 AD5901'0.1 MILE EAST ALONG PORT ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 AD5901'1 (BROADWAY) AND STATE HIGHWAY 710 (8TH STREET) IN RIVIERA BEACH
 AD5901'TO A GUARD GATE, THENCE EAST ALONG PORT ROAD FOR 0.15 MILE TO THE
 AD5901'DOCK AND SEAWALL, THENCE 300 FEET, THENCE 250 FEET WEST ALONG
 AD5901'THE NORTH SIDE OF THE WEST INDIA LINE WAREHOUSE BUILDING TO RAMP
 AD5901'LEADING INTO NORTH SIDE OF WAREHOUSE, 239.0 FEET WEST OF THE
 AD5901'CENTER OF A LARGE DOOR AT EAST END OF WAREHOUSE, 29.0 FEET SOUTH
 AD5901'OF THE SOUTH SIDE OF CONCRETE FOUNDATION INSIDE OF THE BUILDING,
 AD5901'3.9 FEET EAST OF THE EAST EDGE OF RAMP LEADING INTO BUILDING
 AD5901'ON NORTH SIDE, AND 5.8 FEET SOUTH OF THE NORTH SIDE OF CONCRETE
 AD5901'FOUNDATION OUTSIDE OF BUILDING.
 AD5901'THE MARK IS ABOVE LEVEL WITH FLOOR.
 AD5901
 AD5901                          STATION RECOVERY (1994)
 AD5901
 AD5901'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2906 ***********************************************************************
 AD2906  DESIGNATION -  872 2588 TIDAL 3
 AD2906  PID         -  AD2906
 AD2906  STATE/COUNTY-  FL/PALM BEACH
 AD2906  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2906
 AD2906                         *CURRENT SURVEY CONTROL
 AD2906  ___________________________________________________________________
 AD2906* NAD 83(1986)-  26 46 05.     (N)    080 03 10.     (W)     SCALED    
 AD2906* NAVD 88     -         1.566  (meters)       5.14   (feet)  ADJUSTED  
 AD2906  ___________________________________________________________________
 AD2906  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AD2906  DYNAMIC HT  -           1.564 (meters)       5.13  (feet)  COMP
 AD2906  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 AD2906
 AD2906  VERT ORDER  -  FIRST     CLASS II
 AD2906
 AD2906.The horizontal coordinates were scaled from a topographic map and have
 AD2906.an estimated accuracy of +/- 6 seconds.
 AD2906
 AD2906.The orthometric height was determined by differential leveling
 AD2906.and adjusted by the National Geodetic Survey in May 2002..
 AD2906.No vertical observational check was made to the station.
 AD2906.WARNING-Repeat measurements at this control monument indicate possible
 AD2906.vertical movement.
 AD2906
 AD2906.The geoid height was determined by GEOID03.
 AD2906
 AD2906.The dynamic height is computed by dividing the NAVD 88
 AD2906.geopotential number by the normal gravity value computed on the
 AD2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2906.degrees latitude (g = 980.6199 gals.).
 AD2906
 AD2906.The modeled gravity was interpolated from observed gravity values.
 AD2906
 AD2906;                    North         East    Units  Estimated Accuracy
 AD2906;SPC FL E     -   270,060.      294,210.      MT  (+/- 180 meters Scaled)
 AD2906
 AD2906                          SUPERSEDED SURVEY CONTROL
 AD2906
 AD2906  NAVD 88 (06/15/91)    1.601  (m)            5.25   (f) UNKNOWN     1 2
 AD2906  NGVD 29 (09/01/92)    2.072  (m)            6.80   (f) ADJUSTED    1 2
 AD2906
 AD2906.Superseded values are not recommended for survey control.
 AD2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2906.See file dsdata.txt to determine how the superseded data were derived.
 AD2906
 AD2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK941610(NAD 83)
 AD2906_MARKER: DJ = TIDAL STATION DISK
 AD2906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2906_SP_SET: SEAWALL
 AD2906_STAMPING: NO 3 1929
 AD2906_MARK LOGO: CGS   
 AD2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2906+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2001
 AD2906
 AD2906  HISTORY     - Date     Condition        Report By
 AD2906  HISTORY     - UNK      MONUMENTED       CGS
 AD2906  HISTORY     - 1973     MARK NOT FOUND   NGS
 AD2906  HISTORY     - 1980     GOOD             FLDNR
 AD2906  HISTORY     - 20011222 GOOD             MOREKL
 AD2906
 AD2906                          STATION DESCRIPTION
 AD2906
 AD2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD2906'3.9 MI NE FROM WEST PALM BEACH.
 AD2906'ABOUT 3.45 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2906'THE PASSENGER STATION AT WEST PALM BEACH, THENCE 0.45 MILE EAST
 AD2906'ALONG A SPUR TRACK OF THE FLORIDA EAST COAST RAILWAY TO PALM
 AD2906'BEACH DOCK, SET ON TOP OF THE CONCRETE SEA WALL ALONG THE NORTH
 AD2906'SIDE AND NEAR THE WEST END OF SLIP ON THE SOUTH SIDE OF PALM
 AD2906'BEACH PORT (HOME OF WEST INDIA LINE), 64 FEET WEST-SOUTHWEST OF
 AD2906'THE SOUTHWEST CORNER OF THE PORT OF PALM BEACH HOME OF WEST
 AD2906'INDIA LINE WAREHOUSE, 427 FEET SOUTH OF THE CENTER LINE OF PORT
 AD2906'ROAD, 240 YARDS WEST OF THE EAST END OF THE SLIP, 7.0 FEET EAST
 AD2906'OF THE WEST END OF THE SLIP AND LEVEL WITH THE CONCRETE DOCK.
 AD2906'IN SECTION 33, R 43 E, T 42 S.  NOTE-- THE CONCRETE SEAWALL HAS
 AD2906'BEEN BUILT UP AROUND MARK ABOUT 8 INCHES.  NOTE-- A NEW CONCRETE
 AD2906'CAP HAS BEEN POURED OVER SEAWALL TOP AND MARK IS BELIEVED TO
 AD2906'HAVE BEEN COVERED.
 AD2906
 AD2906                          STATION RECOVERY (1980)
 AD2906
 AD2906'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2906'RECOVERED IN GOOD CONDITION.
 AD2906
 AD2906                          STATION RECOVERY (2001)
 AD2906
 AD2906'RECOVERY NOTE BY MORGAN AND EKLUND INC 2001 (MAB)
 AD2906'RECOVERED AS DESCRIBED
 AD2906' 
 AD2906' 
 AD2906'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2905 ***********************************************************************
 AD2905  DESIGNATION -  872 2588 TIDAL 4
 AD2905  PID         -  AD2905
 AD2905  STATE/COUNTY-  FL/PALM BEACH
 AD2905  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2905
 AD2905                         *CURRENT SURVEY CONTROL
 AD2905  ___________________________________________________________________
 AD2905* NAD 83(1986)-  26 46 07.     (N)    080 03 02.     (W)     SCALED    
 AD2905* NAVD 88     -         1.749  (meters)       5.74   (feet)  ADJUSTED  
 AD2905  ___________________________________________________________________
 AD2905  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AD2905  DYNAMIC HT  -           1.747 (meters)       5.73  (feet)  COMP
 AD2905  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 AD2905
 AD2905  VERT ORDER  -  FIRST     CLASS I
 AD2905
 AD2905.The horizontal coordinates were scaled from a topographic map and have
 AD2905.an estimated accuracy of +/- 6 seconds.
 AD2905
 AD2905.The orthometric height was determined by differential leveling
 AD2905.and adjusted by the National Geodetic Survey in June 1991..
 AD2905.WARNING-Repeat measurements at this control monument indicate possible
 AD2905.vertical movement.
 AD2905
 AD2905.The geoid height was determined by GEOID03.
 AD2905
 AD2905.The dynamic height is computed by dividing the NAVD 88
 AD2905.geopotential number by the normal gravity value computed on the
 AD2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2905.degrees latitude (g = 980.6199 gals.).
 AD2905
 AD2905.The modeled gravity was interpolated from observed gravity values.
 AD2905
 AD2905;                    North         East    Units  Estimated Accuracy
 AD2905;SPC FL E     -   270,120.      294,430.      MT  (+/- 180 meters Scaled)
 AD2905
 AD2905                          SUPERSEDED SURVEY CONTROL
 AD2905
 AD2905  NGVD 29 (09/01/92)    2.220  (m)            7.28   (f) ADJUSTED    1 1
 AD2905
 AD2905.Superseded values are not recommended for survey control.
 AD2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2905.See file dsdata.txt to determine how the superseded data were derived.
 AD2905
 AD2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943611(NAD 83)
 AD2905_MARKER: DJ = TIDAL STATION DISK
 AD2905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2905_SP_SET: CONCRETE BASE
 AD2905_STAMPING: NO 4 1952
 AD2905_MARK LOGO: CGS   
 AD2905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2905
 AD2905  HISTORY     - Date     Condition        Report By
 AD2905  HISTORY     - 1952     MONUMENTED       CGS
 AD2905  HISTORY     - 1965     GOOD             NGS
 AD2905  HISTORY     - 1973     GOOD             NGS
 AD2905  HISTORY     - 1980     GOOD             FLDNR
 AD2905  HISTORY     - 19940726 GOOD             USPSQD
 AD2905
 AD2905                          STATION DESCRIPTION
 AD2905
 AD2905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2905'3.9 MI NE FROM WEST PALM BEACH.
 AD2905'ABOUT 3.45 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2905'THE PASSENGER STATION AT WEST PALM BEACH, THENCE 0.45 MILE EAST
 AD2905'ALONG A SPUR TRACK OF THE FLORIDA EAST COAST RAILWAY TO THE PALM
 AD2905'BEACH DOCK, SET ON THE TOP OF THE SOUTH END OF THE 3 RD CONCRETE
 AD2905'BASE FOR STEEL BIT, 157 FEET SOUTH OF THE EXTENDED CENTER LINE
 AD2905'OF PORT ROAD, IN SECTION 34, R 43 E, T 42 S, 196.5 FEET NORTHEAST
 AD2905'OF THE NORTHEAST CORNER OF THE WAREHOUSE OF THE PORT OF THE PALM
 AD2905'BEACH HOME OF WEST INDIA LINE, 2.3 FEET WEST OF THE WEST EDGE OF
 AD2905'SEA WALL, 166.8 FEET NORTH OF BENCH MARK D 233 DESCRIBED, AND
 AD2905'ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE DOCK.  NOTE-- THE MARK IS
 AD2905'IN THE TOP OF THE SOUTH END OF THE 4TH CONCRETE BASE FOR STEEL
 AD2905'BIT INSTEAD OF THE 3RD.
 AD2905
 AD2905                          STATION RECOVERY (1973)
 AD2905
 AD2905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2905'RECOVERED IN GOOD CONDITION.
 AD2905
 AD2905                          STATION RECOVERY (1980)
 AD2905
 AD2905'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2905'RECOVERED IN GOOD CONDITION.
 AD2905
 AD2905                          STATION RECOVERY (1994)
 AD2905
 AD2905'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5809 ***********************************************************************
 AD5809  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5809  DESIGNATION -  872 2621 A TIDAL
 AD5809  PID         -  AD5809
 AD5809  STATE/COUNTY-  FL/PALM BEACH
 AD5809  USGS QUAD   -  PALM BEACH (1983)
 AD5809
 AD5809                         *CURRENT SURVEY CONTROL
 AD5809  ___________________________________________________________________
 AD5809* NAD 83(1986)-  26 42 13.     (N)    080 02 47.     (W)     SCALED    
 AD5809* NAVD 88     -         0.984  (meters)       3.23   (feet)  ADJUSTED  
 AD5809  ___________________________________________________________________
 AD5809  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AD5809  DYNAMIC HT  -           0.982 (meters)       3.22  (feet)  COMP
 AD5809  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 AD5809
 AD5809  VERT ORDER  -  FIRST     CLASS II
 AD5809
 AD5809.The horizontal coordinates were scaled from a topographic map and have
 AD5809.an estimated accuracy of +/- 6 seconds.
 AD5809
 AD5809.The orthometric height was determined by differential leveling
 AD5809.and adjusted by the National Geodetic Survey in June 1991..
 AD5809
 AD5809.This Tidal Bench Mark is designated as VM 5603
 AD5809.by the Center for Operational Oceanographic Products and Services.
 AD5809
 AD5809.The geoid height was determined by GEOID03.
 AD5809
 AD5809.The dynamic height is computed by dividing the NAVD 88
 AD5809.geopotential number by the normal gravity value computed on the
 AD5809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5809.degrees latitude (g = 980.6199 gals.).
 AD5809
 AD5809.The modeled gravity was interpolated from observed gravity values.
 AD5809
 AD5809;                    North         East    Units  Estimated Accuracy
 AD5809;SPC FL E     -   262,920.      294,890.      MT  (+/- 180 meters Scaled)
 AD5809
 AD5809                          SUPERSEDED SURVEY CONTROL
 AD5809
 AD5809  NGVD 29 (09/01/92)    1.448  (m)            4.75   (f) ADJUSTED    1 2
 AD5809
 AD5809.Superseded values are not recommended for survey control.
 AD5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5809.See file dsdata.txt to determine how the superseded data were derived.
 AD5809
 AD5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK948539(NAD 83)
 AD5809_MARKER: DJ = TIDAL STATION DISK
 AD5809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5809_SP_SET: RETAINING WALL
 AD5809_STAMPING: A 2621 1976
 AD5809_MARK LOGO: NOS   
 AD5809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5809+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AD5809
 AD5809  HISTORY     - Date     Condition        Report By
 AD5809  HISTORY     - 1976     MONUMENTED       NOS
 AD5809  HISTORY     - 1980     GOOD             FLDNR
 AD5809  HISTORY     - 1989     GOOD             USPSQD
 AD5809  HISTORY     - 19910116 GOOD             NGS
 AD5809  HISTORY     - 20020219 GOOD             USPSQD
 AD5809  HISTORY     - 20030411 GOOD             USPSQD
 AD5809  HISTORY     - 20040508 GOOD             USPSQD
 AD5809  HISTORY     - 20050509 GOOD             USPSQD
 AD5809
 AD5809                          STATION DESCRIPTION
 AD5809
 AD5809'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5809'IN PALM BEACH.
 AD5809'THE MARK IS 0.5 FT ABOVE GROUND.
 AD5809'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM
 AD5809'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE
 AD5809'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE
 AD5809'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK.  THE
 AD5809'MARK BEARS 30.8 FEET NORTH OF THE NORTHEAST CORNER OF THE DOCKMASTERS
 AD5809'BUILDING AND 21.0 FEET WEST OF THE APPROXIMATE CENTER OF A TAR AND
 AD5809'GRAVEL BIKE PATH.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD
 AD5809'260801.
 AD5809
 AD5809                          STATION RECOVERY (1989)
 AD5809
 AD5809'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5809'RECOVERED IN GOOD CONDITION.
 AD5809
 AD5809                          STATION RECOVERY (1991)
 AD5809
 AD5809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5809'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY)
 AD5809'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN
 AD5809'PALM BEACH, IN A CONCRETE RETAINING WALL ALONG THE EAST BANK OF THE
 AD5809'INTRACOASTAL WATERWAY, 128.9 M (422.9 FT) SOUTH OF THE HIGHWAY
 AD5809'CENTERLINE, 40.7 M (133.5 FT) SOUTH OF BENCH MARK 872 2621 B TIDAL,
 AD5809'9.4 M (30.8 FT) NORTH OF THE NORTHEAST CORNER OF THE BRAZILIAN DOCK
 AD5809'MASTERS OFFICE, AND 6.2 M (20.3 FT) EAST OF AND LEVEL WITH THE CENTER
 AD5809'OF A PAVED PATH.
 AD5809
 AD5809                          STATION RECOVERY (2002)
 AD5809
 AD5809'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD5809'RECOVERED IN GOOD CONDITION.
 AD5809
 AD5809                          STATION RECOVERY (2003)
 AD5809
 AD5809'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5809'RECOVERED IN GOOD CONDITION.
 AD5809
 AD5809                          STATION RECOVERY (2004)
 AD5809
 AD5809'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5809'RECOVERED IN GOOD CONDITION.
 AD5809
 AD5809                          STATION RECOVERY (2005)
 AD5809
 AD5809'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5808 ***********************************************************************
 AD5808  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5808  DESIGNATION -  872 2621 B TIDAL
 AD5808  PID         -  AD5808
 AD5808  STATE/COUNTY-  FL/PALM BEACH
 AD5808  USGS QUAD   -  PALM BEACH (1983)
 AD5808
 AD5808                         *CURRENT SURVEY CONTROL
 AD5808  ___________________________________________________________________
 AD5808* NAD 83(1986)-  26 42 13.     (N)    080 02 47.     (W)     SCALED    
 AD5808* NAVD 88     -         0.982  (meters)       3.22   (feet)  ADJUSTED  
 AD5808  ___________________________________________________________________
 AD5808  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AD5808  DYNAMIC HT  -           0.981 (meters)       3.22  (feet)  COMP
 AD5808  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 AD5808
 AD5808  VERT ORDER  -  FIRST     CLASS II
 AD5808
 AD5808.The horizontal coordinates were scaled from a topographic map and have
 AD5808.an estimated accuracy of +/- 6 seconds.
 AD5808
 AD5808.The orthometric height was determined by differential leveling
 AD5808.and adjusted by the National Geodetic Survey in June 1991..
 AD5808
 AD5808.This Tidal Bench Mark is designated as VM 5604
 AD5808.by the Center for Operational Oceanographic Products and Services.
 AD5808
 AD5808.The geoid height was determined by GEOID03.
 AD5808
 AD5808.The dynamic height is computed by dividing the NAVD 88
 AD5808.geopotential number by the normal gravity value computed on the
 AD5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5808.degrees latitude (g = 980.6199 gals.).
 AD5808
 AD5808.The modeled gravity was interpolated from observed gravity values.
 AD5808
 AD5808;                    North         East    Units  Estimated Accuracy
 AD5808;SPC FL E     -   262,920.      294,890.      MT  (+/- 180 meters Scaled)
 AD5808
 AD5808                          SUPERSEDED SURVEY CONTROL
 AD5808
 AD5808  NGVD 29 (09/01/92)    1.446  (m)            4.74   (f) ADJUSTED    1 2
 AD5808
 AD5808.Superseded values are not recommended for survey control.
 AD5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5808.See file dsdata.txt to determine how the superseded data were derived.
 AD5808
 AD5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK948539(NAD 83)
 AD5808_MARKER: DJ = TIDAL STATION DISK
 AD5808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5808_SP_SET: RETAINING WALL
 AD5808_STAMPING: B 2621 1976
 AD5808_MARK LOGO: NOS   
 AD5808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5808+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AD5808
 AD5808  HISTORY     - Date     Condition        Report By
 AD5808  HISTORY     - 1976     MONUMENTED       NOS
 AD5808  HISTORY     - 1980     GOOD             FLDNR
 AD5808  HISTORY     - 1989     GOOD             USPSQD
 AD5808  HISTORY     - 19910116 GOOD             NGS
 AD5808  HISTORY     - 20020219 GOOD             USPSQD
 AD5808  HISTORY     - 20030411 GOOD             USPSQD
 AD5808  HISTORY     - 20040508 GOOD             USPSQD
 AD5808  HISTORY     - 20050509 GOOD             USPSQD
 AD5808
 AD5808                          STATION DESCRIPTION
 AD5808
 AD5808'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5808'IN PALM BEACH.
 AD5808'THE MARK IS 0.5 FT ABOVE GROUND.
 AD5808'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM
 AD5808'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE
 AD5808'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE
 AD5808'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK.  THE
 AD5808'MARK BEARS 21.3 FEET WEST OF THE APPROXIMATE CENTER OF A BIKE PATH AND
 AD5808'IS WEST OF THE MID-POINT BETWEEN THE 5TH AND 6TH ROYAL PALM TREES
 AD5808'NORTH OF THE DOCKMASTERS OFFICE.  RECOVERED AS DESCRIBED IN NOS TIDAL
 AD5808'DATA, QUAD 260801.
 AD5808
 AD5808                          STATION RECOVERY (1989)
 AD5808
 AD5808'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5808'RECOVERED IN GOOD CONDITION.
 AD5808
 AD5808                          STATION RECOVERY (1991)
 AD5808
 AD5808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5808'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY)
 AD5808'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN
 AD5808'PALM BEACH, IN A CONCRETE RETAINING WALL ALONG THE EAST BANK OF THE
 AD5808'INTRACOASTAL WATERWAY, 88.2 M (289.4 FT) SOUTH OF THE HIGHWAY
 AD5808'CENTERLINE, 45.3 M (148.6 FT) SOUTH OF BENCH MARK 872 2621 C TIDAL,
 AD5808'40.7 M (133.5 FT) NORTH OF BENCH MARK 872 2621 A TIDAL, AND 6.2 M
 AD5808'(20.3 FT) EAST OF AND LEVEL WITH THE CENTER OF A PAVED PATH.
 AD5808
 AD5808                          STATION RECOVERY (2002)
 AD5808
 AD5808'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD5808'RECOVERED IN GOOD CONDITION.
 AD5808
 AD5808                          STATION RECOVERY (2003)
 AD5808
 AD5808'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5808'RECOVERED IN GOOD CONDITION.
 AD5808
 AD5808                          STATION RECOVERY (2004)
 AD5808
 AD5808'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5808'RECOVERED IN GOOD CONDITION.
 AD5808
 AD5808                          STATION RECOVERY (2005)
 AD5808
 AD5808'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5807 ***********************************************************************
 AD5807  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5807  DESIGNATION -  872 2621 C TIDAL
 AD5807  PID         -  AD5807
 AD5807  STATE/COUNTY-  FL/PALM BEACH
 AD5807  USGS QUAD   -  PALM BEACH (1983)
 AD5807
 AD5807                         *CURRENT SURVEY CONTROL
 AD5807  ___________________________________________________________________
 AD5807* NAD 83(1986)-  26 42 13.     (N)    080 02 47.     (W)     SCALED    
 AD5807* NAVD 88     -         0.970  (meters)       3.18   (feet)  ADJUSTED  
 AD5807  ___________________________________________________________________
 AD5807  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AD5807  DYNAMIC HT  -           0.969 (meters)       3.18  (feet)  COMP
 AD5807  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 AD5807
 AD5807  VERT ORDER  -  FIRST     CLASS II
 AD5807
 AD5807.The horizontal coordinates were scaled from a topographic map and have
 AD5807.an estimated accuracy of +/- 6 seconds.
 AD5807
 AD5807.The orthometric height was determined by differential leveling
 AD5807.and adjusted by the National Geodetic Survey in June 1991..
 AD5807
 AD5807.This Tidal Bench Mark is designated as VM 5605
 AD5807.by the Center for Operational Oceanographic Products and Services.
 AD5807
 AD5807.The geoid height was determined by GEOID03.
 AD5807
 AD5807.The dynamic height is computed by dividing the NAVD 88
 AD5807.geopotential number by the normal gravity value computed on the
 AD5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5807.degrees latitude (g = 980.6199 gals.).
 AD5807
 AD5807.The modeled gravity was interpolated from observed gravity values.
 AD5807
 AD5807;                    North         East    Units  Estimated Accuracy
 AD5807;SPC FL E     -   262,920.      294,890.      MT  (+/- 180 meters Scaled)
 AD5807
 AD5807                          SUPERSEDED SURVEY CONTROL
 AD5807
 AD5807  NGVD 29 (09/01/92)    1.434  (m)            4.70   (f) ADJUSTED    1 2
 AD5807
 AD5807.Superseded values are not recommended for survey control.
 AD5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5807.See file dsdata.txt to determine how the superseded data were derived.
 AD5807
 AD5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK948539(NAD 83)
 AD5807_MARKER: DJ = TIDAL STATION DISK
 AD5807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5807_SP_SET: RETAINING WALL
 AD5807_STAMPING: C 2621 1976
 AD5807_MARK LOGO: NOS   
 AD5807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5807+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AD5807
 AD5807  HISTORY     - Date     Condition        Report By
 AD5807  HISTORY     - 1976     MONUMENTED       NOS
 AD5807  HISTORY     - 1980     GOOD             FLDNR
 AD5807  HISTORY     - 1989     GOOD             USPSQD
 AD5807  HISTORY     - 19910116 GOOD             NGS
 AD5807  HISTORY     - 20020219 GOOD             USPSQD
 AD5807  HISTORY     - 20030411 GOOD             USPSQD
 AD5807  HISTORY     - 20040508 GOOD             USPSQD
 AD5807  HISTORY     - 20050509 GOOD             USPSQD
 AD5807
 AD5807                          STATION DESCRIPTION
 AD5807
 AD5807'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5807'IN PALM BEACH.
 AD5807'THE MARK IS 0.5 FT ABOVE GROUND.
 AD5807'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM
 AD5807'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE
 AD5807'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE
 AD5807'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK.  THE
 AD5807'MARK BEARS 116.0 FEET SOUTH OF THE INTERSECTION OF THE SEAWALL WITH
 AD5807'THE ROYAL PALM BRIDGE AND 21.6 FEET WEST OF THE APPROXIMATE CENTER OF
 AD5807'A BIKE PATH.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5807
 AD5807                          STATION RECOVERY (1989)
 AD5807
 AD5807'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5807'RECOVERED IN GOOD CONDITION.
 AD5807
 AD5807                          STATION RECOVERY (1991)
 AD5807
 AD5807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5807'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY)
 AD5807'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN
 AD5807'PALM BEACH, IN A CONCRETE RETAINING WALL ALONG THE EAST BANK OF THE
 AD5807'INTRACOASTAL WATERWAY, 45.3 M (148.6 FT) NORTH OF BENCH MARK 872 2621
 AD5807'B TIDAL, 42.9 M (140.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 33.3 M
 AD5807'(109.3 FT) SOUTH OF BENCH MARK E 233, AND 6.2 M (20.3 FT) WEST OF AND
 AD5807'LEVEL WITH THE CENTER OF A PAVED PATH.
 AD5807
 AD5807                          STATION RECOVERY (2002)
 AD5807
 AD5807'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD5807'RECOVERED IN GOOD CONDITION.
 AD5807
 AD5807                          STATION RECOVERY (2003)
 AD5807
 AD5807'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5807'RECOVERED IN GOOD CONDITION.
 AD5807
 AD5807                          STATION RECOVERY (2004)
 AD5807
 AD5807'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5807'RECOVERED IN GOOD CONDITION.
 AD5807
 AD5807                          STATION RECOVERY (2005)
 AD5807
 AD5807'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5806 ***********************************************************************
 AD5806  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5806  DESIGNATION -  872 2621 E TIDAL
 AD5806  PID         -  AD5806
 AD5806  STATE/COUNTY-  FL/PALM BEACH
 AD5806  USGS QUAD   -  PALM BEACH (1983)
 AD5806
 AD5806                         *CURRENT SURVEY CONTROL
 AD5806  ___________________________________________________________________
 AD5806* NAD 83(1986)-  26 42 21.     (N)    080 02 40.     (W)     SCALED    
 AD5806* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 AD5806  ___________________________________________________________________
 AD5806  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AD5806  DYNAMIC HT  -           3.788 (meters)      12.43  (feet)  COMP
 AD5806  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 AD5806
 AD5806  VERT ORDER  -  FIRST     CLASS II
 AD5806
 AD5806.The horizontal coordinates were scaled from a topographic map and have
 AD5806.an estimated accuracy of +/- 6 seconds.
 AD5806
 AD5806.The orthometric height was determined by differential leveling
 AD5806.and adjusted by the National Geodetic Survey in June 1991..
 AD5806
 AD5806.This Tidal Bench Mark is designated as VM 5606
 AD5806.by the Center for Operational Oceanographic Products and Services.
 AD5806
 AD5806.The geoid height was determined by GEOID03.
 AD5806
 AD5806.The dynamic height is computed by dividing the NAVD 88
 AD5806.geopotential number by the normal gravity value computed on the
 AD5806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5806.degrees latitude (g = 980.6199 gals.).
 AD5806
 AD5806.The modeled gravity was interpolated from observed gravity values.
 AD5806
 AD5806;                    North         East    Units  Estimated Accuracy
 AD5806;SPC FL E     -   263,170.      295,090.      MT  (+/- 180 meters Scaled)
 AD5806
 AD5806                          SUPERSEDED SURVEY CONTROL
 AD5806
 AD5806  NGVD 29 (09/01/92)    4.257  (m)           13.97   (f) ADJUSTED    1 2
 AD5806
 AD5806.Superseded values are not recommended for survey control.
 AD5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5806.See file dsdata.txt to determine how the superseded data were derived.
 AD5806
 AD5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950542(NAD 83)
 AD5806_MARKER: DJ = TIDAL STATION DISK
 AD5806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5806_SP_SET: ABUTMENT
 AD5806_STAMPING: E 2621 1976
 AD5806_MARK LOGO: NOS   
 AD5806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5806+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 AD5806
 AD5806  HISTORY     - Date     Condition        Report By
 AD5806  HISTORY     - 1976     MONUMENTED       NOS
 AD5806  HISTORY     - 1980     GOOD             FLDNR
 AD5806  HISTORY     - 1989     GOOD             USPSQD
 AD5806  HISTORY     - 19910116 GOOD             NGS
 AD5806  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 AD5806  HISTORY     - 20030411 MARK NOT FOUND   USPSQD
 AD5806  HISTORY     - 20040503 MARK NOT FOUND   USPSQD
 AD5806  HISTORY     - 20050504 MARK NOT FOUND   USPSQD
 AD5806
 AD5806                          STATION DESCRIPTION
 AD5806
 AD5806'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5806'IN PALM BEACH.
 AD5806'THE MARK IS 3.3 FT ABOVE SIDEWALK.
 AD5806'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM
 AD5806'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE
 AD5806'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE
 AD5806'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK.  THE
 AD5806'MARK BEARS 31.5 FEET NORTH OF THE CENTERLINE OF ROYAL PALM BRIDGE AND
 AD5806'7.4 FEET WEST OF THE EAST END OF THE NORTHEAST BRIDGE ABUTMENT.
 AD5806'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5806
 AD5806                          STATION RECOVERY (1989)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5806'RECOVERED IN GOOD CONDITION.
 AD5806
 AD5806                          STATION RECOVERY (1991)
 AD5806
 AD5806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5806'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY)
 AD5806'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN
 AD5806'PALM BEACH, IN TOP OF AND 2.3 M (7.5 FT) WEST OF THE EAST END OF THE
 AD5806'NORTHEAST CONCRETE ABUTMENT PARAPET OF THE HIGHWAY BRIDGE SPANNING
 AD5806'THE INTRACOASTAL WATERWAY, 9.6 M (31.5 FT) NORTH OF THE HIGHWAY
 AD5806'CENTERLINE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD5806
 AD5806                          STATION RECOVERY (2002)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD5806'BRIDGE DEMOLISHED.  NEW BRIDGE TO BE BUILT AT SAME LOCATION.
 AD5806
 AD5806                          STATION RECOVERY (2003)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5806'MARK NOT FOUND.
 AD5806
 AD5806                          STATION RECOVERY (2004)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5806'MARK NOT FOUND.
 AD5806
 AD5806                          STATION RECOVERY (2005)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0692 ***********************************************************************
 AD0692  CBN         -  This is a Cooperative Base Network Control Station.
 AD0692  DESIGNATION -  872 2625 TIDAL 1
 AD0692  PID         -  AD0692
 AD0692  STATE/COUNTY-  FL/PALM BEACH
 AD0692  USGS QUAD   -  BELLE GLADE (1984)
 AD0692
 AD0692                         *CURRENT SURVEY CONTROL
 AD0692  ___________________________________________________________________
 AD0692* NAD 83(1999)-  26 39 48.66428(N)    080 42 44.93607(W)     ADJUSTED  
 AD0692* NAVD 88     -         6.059  (meters)      19.88   (feet)  ADJUSTED  
 AD0692  ___________________________________________________________________
 AD0692  X           -     920,513.061 (meters)                     COMP
 AD0692  Y           -  -5,628,927.312 (meters)                     COMP
 AD0692  Z           -   2,844,938.606 (meters)                     COMP
 AD0692  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AD0692  ELLIP HEIGHT-         -18.93  (meters)          (04/12/01) GPS OBS
 AD0692  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AD0692  DYNAMIC HT  -           6.050 (meters)      19.85  (feet)  COMP
 AD0692  MODELED GRAV-     979,103.7   (mgal)                       NAVD 88
 AD0692
 AD0692  HORZ ORDER  -  A
 AD0692  VERT ORDER  -  FIRST     CLASS II
 AD0692  ELLP ORDER  -  FOURTH    CLASS I
 AD0692
 AD0692.The horizontal coordinates were established by GPS observations
 AD0692.and adjusted by the National Geodetic Survey in April 2001..
 AD0692
 AD0692.The orthometric height was determined by differential leveling
 AD0692.and adjusted by the National Geodetic Survey in September 1992..
 AD0692.WARNING-Repeat measurements at this control monument indicate possible
 AD0692.vertical movement.
 AD0692
 AD0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD0692
 AD0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD0692
 AD0692.The ellipsoidal height was determined by GPS observations
 AD0692.and is referenced to NAD 83.
 AD0692
 AD0692.The geoid height was determined by GEOID03.
 AD0692
 AD0692.The dynamic height is computed by dividing the NAVD 88
 AD0692.geopotential number by the normal gravity value computed on the
 AD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0692.degrees latitude (g = 980.6199 gals.).
 AD0692
 AD0692.The modeled gravity was interpolated from observed gravity values.
 AD0692
 AD0692;                    North         East     Units Scale Factor Converg.
 AD0692;SPC FL E     -   258,155.952   228,620.379   MT  0.99995129   +0 07 44.5
 AD0692;SPC FL E     -   846,966.65    750,065.36   sFT  0.99995129   +0 07 44.5
 AD0692;UTM  17      - 2,949,199.852   528,610.613   MT  0.99961011   +0 07 44.5
 AD0692
 AD0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD0692!SPC FL E     -   1.00000297  x   0.99995129  =   0.99995426
 AD0692!UTM  17      -   1.00000297  x   0.99961011  =   0.99961308
 AD0692
 AD0692|---------------------------------------------------------------------|
 AD0692| PID    Reference Object                     Distance      Geod. Az  |
 AD0692|                                                           dddmmss.s |
 AD0692| AD8230 SOUTH BAY GRAV 684                    8.967 METERS 18253     |
 AD0692|---------------------------------------------------------------------|
 AD0692
 AD0692                          SUPERSEDED SURVEY CONTROL
 AD0692
 AD0692  NAVD 88 (06/15/91)    6.115  (m)           20.06   (f) UNKNOWN     1 2
 AD0692  NGVD 29 (09/01/92)    6.491  (m)           21.30   (f) ADJUSTED    1 2
 AD0692
 AD0692.Superseded values are not recommended for survey control.
 AD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0692.See file dsdata.txt to determine how the superseded data were derived.
 AD0692
 AD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2861149200(NAD 83)
 AD0692_MARKER: DB = BENCH MARK DISK
 AD0692_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD0692_SP_SET: LOCK STRUCTURE
 AD0692_STAMPING: NO 1 1925
 AD0692_MARK LOGO: CGS   
 AD0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD0692+STABILITY: POSITION/ELEVATION WELL
 AD0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD0692+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 AD0692
 AD0692  HISTORY     - Date     Condition        Report By
 AD0692  HISTORY     - 1925     MONUMENTED       CGS
 AD0692  HISTORY     - 1952     GOOD             NGS
 AD0692  HISTORY     - 1970     GOOD             USGS
 AD0692  HISTORY     - 19920326 GOOD             NGS
 AD0692  HISTORY     - 19990405 GOOD             FL-099
 AD0692  HISTORY     - 20000228 GOOD             FLDEP
 AD0692  HISTORY     - 20020212 GOOD             NGS
 AD0692  HISTORY     - 20020517 GOOD             MAPTEC
 AD0692  HISTORY     - 20040826 GOOD             JCLS
 AD0692
 AD0692                          STATION DESCRIPTION
 AD0692
 AD0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AD0692'AT SOUTH BAY.
 AD0692'AT SOUTH BAY, PALM BEACH COUNTY, 275 FEET SOUTH OF THE STATE
 AD0692'HIGHWAY 25 DRAWBRIDGE OVER NORTH NEW RIVER CANAL, AT THE NORTHEAST
 AD0692'CORNER OF THE WEST WALL OF THE CONCRETE LOCK STRUCTURE, 20.5
 AD0692'FEET NORTH OF THE WEST HINGE PIN OF THE NORTH GATES, AND IN THE
 AD0692'TOP OF THE CONCRETE WALL OF THE LOCK.  A STANDARD DISK, STAMPED
 AD0692'NO 1 1925.
 AD0692
 AD0692                          STATION RECOVERY (1970)
 AD0692
 AD0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AD0692'RECOVERED IN GOOD CONDITION.
 AD0692
 AD0692                          STATION RECOVERY (1992)
 AD0692
 AD0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0692'IN SOUTH BAY, AT THE INTERSECTION OF STATE HIGHWAY 80 AND SOUTHWEST
 AD0692'1ST AVENUE, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH FACE OF A
 AD0692'CONCRETE CANAL LOCK FOUNDATION (ABANDONED), 72.0 M (236.2 FT) SOUTH
 AD0692'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 15.2 M (49.9
 AD0692'FT) EAST OF THE CENTERLINE OF THE AVENUE, 1.1 M (3.6 FT) ABOVE THE
 AD0692'LEVEL OF THE AVENUE, AND 0.6 M (2.0 FT) WEST OF THE EAST FACE OF THE
 AD0692'FOUNDATION.
 AD0692
 AD0692                          STATION RECOVERY (1999)
 AD0692
 AD0692'RECOVERY NOTE BY PALM BEACH COUNTY FLORIDA 1999
 AD0692'RECOVERED AS DESCRIBED.
 AD0692
 AD0692                          STATION RECOVERY (2000)
 AD0692
 AD0692'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AD0692'THE MARK IS IN SOUTH BAY ABOUT 26.0 MI (41.8 KM) NORTHWEST OF
 AD0692'ANDYTOWN, 3.0 MI (4.8 KM) SOUTHWEST OF BELLE GLADE, IN SECTION 14,
 AD0692'TOWNSHIP 44 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION
 AD0692'OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO EAST ON STATE
 AD0692'ROAD 80 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF SOUTHWEST 1ST AVENUE
 AD0692'AND THE WEST END OF A BRIDGE SPANNING THE NORTH NEW RIVER CANAL AND
 AD0692'THE MARK ON THE RIGHT, SET IN THE TOP OF THE EAST FACE OF THE
 AD0692'ABANDONED CONCRETE CANAL FOUNDATION, 3.9 FT (1.2 M) ABOVE THE LEVEL OF
 AD0692'1ST AVENUE. LOCATED 238.0 FT (72.5 M) SOUTH OF THE CENTERLINE OF THE
 AD0692'EASTBOUND LANES OF STATE ROAD 80, 49.9 FT (15.2 M) EAST OF CENTERLINE
 AD0692'OF 1ST AVENUE, 2.0 FT (0.6 M) SOUTH OF THE NORTH FACE OF THE
 AD0692'FOUNDATION AND 2.0 FT (0.6 M) WEST OF THE EAST FACE OF THE FOUNDATION.
 AD0692
 AD0692                          STATION RECOVERY (2002)
 AD0692
 AD0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RLT)
 AD0692'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION
 AD0692' 
 AD0692'SOUTH BAY, AT THE INTERSECTION OF STATE HIGHWAY 80 AND SOUTHWEST 1ST
 AD0692'AVENUE..
 AD0692' 
 AD0692' 
 AD0692'
 AD0692
 AD0692                          STATION RECOVERY (2002)
 AD0692
 AD0692'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD0692'STATION RECOVERY (2002)
 AD0692'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AD0692'RECOVERED AS DESCRIBED.
 AD0692' 
 AD0692'
 AD0692
 AD0692                          STATION RECOVERY (2004)
 AD0692
 AD0692'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 AD0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0697 ***********************************************************************
 AD0697  DESIGNATION -  872 2626 TIDAL 1
 AD0697  PID         -  AD0697
 AD0697  STATE/COUNTY-  FL/PALM BEACH
 AD0697  USGS QUAD   -  BELLE GLADE (1984)
 AD0697
 AD0697                         *CURRENT SURVEY CONTROL
 AD0697  ___________________________________________________________________
 AD0697* NAD 83(1986)-  26 41 52.     (N)    080 41 31.     (W)     SCALED    
 AD0697* NAVD 88     -         6.048  (meters)      19.84   (feet)  ADJUSTED  
 AD0697  ___________________________________________________________________
 AD0697  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AD0697  DYNAMIC HT  -           6.038 (meters)      19.81  (feet)  COMP
 AD0697  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 AD0697
 AD0697  VERT ORDER  -  SECOND    CLASS 0
 AD0697
 AD0697.The horizontal coordinates were scaled from a topographic map and have
 AD0697.an estimated accuracy of +/- 6 seconds.
 AD0697
 AD0697.The orthometric height was determined by differential leveling
 AD0697.and adjusted by the National Geodetic Survey in June 1991..
 AD0697
 AD0697.The geoid height was determined by GEOID03.
 AD0697
 AD0697.The dynamic height is computed by dividing the NAVD 88
 AD0697.geopotential number by the normal gravity value computed on the
 AD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0697.degrees latitude (g = 980.6199 gals.).
 AD0697
 AD0697.The modeled gravity was interpolated from observed gravity values.
 AD0697
 AD0697;                    North         East    Units  Estimated Accuracy
 AD0697;SPC FL E     -   261,960.      230,660.      MT  (+/- 180 meters Scaled)
 AD0697
 AD0697                          SUPERSEDED SURVEY CONTROL
 AD0697
 AD0697  NGVD 29 (??/??/92)    6.425  (m)           21.08   (f) ADJ UNCH    2 0
 AD0697
 AD0697.Superseded values are not recommended for survey control.
 AD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0697.See file dsdata.txt to determine how the superseded data were derived.
 AD0697
 AD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK306529(NAD 83)
 AD0697_MARKER: DJ = TIDAL STATION DISK
 AD0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0697_SP_SET: WALL
 AD0697_STAMPING: NO 1 1925
 AD0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0697
 AD0697  HISTORY     - Date     Condition        Report By
 AD0697  HISTORY     - 1925     MONUMENTED       CGS
 AD0697  HISTORY     - 1934     GOOD             NGS
 AD0697  HISTORY     - 1952     GOOD             NGS
 AD0697  HISTORY     - 19920228 MARK NOT FOUND   NGS
 AD0697
 AD0697                          STATION DESCRIPTION
 AD0697
 AD0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AD0697'0.6 MI NW FROM CHOSEN.
 AD0697'0.6 MILE NORTHWEST ALONG THE SOUTH SIDE OF HILLSBORO CANAL FROM
 AD0697'THE DRAWBRIDGE AT CHOSEN, AT THE ENTRANCE TO LAKE OKEECHOBEE,
 AD0697'IN THE TOP OF THE SOUTHWEST CONCRETE WALL OF THE LOCK STRUCTURE,
 AD0697'2.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL, AND 18.1
 AD0697'FEET NORTHWEST OF THE SOUTHWEST HINGE PIN OF THE NORTHWEST
 AD0697'GATES.  SET FLUSH IN THE UPPER SURFACE OF THE CONCRETE WALL.
 AD0697
 AD0697                          STATION RECOVERY (1952)
 AD0697
 AD0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AD0697'RECOVERED IN GOOD CONDITION.
 AD0697
 AD0697                          STATION RECOVERY (1992)
 AD0697
 AD0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0697'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0696 ***********************************************************************
 AD0696  DESIGNATION -  872 2626 TIDAL 3
 AD0696  PID         -  AD0696
 AD0696  STATE/COUNTY-  FL/PALM BEACH
 AD0696  USGS QUAD   -  BELLE GLADE (1984)
 AD0696
 AD0696                         *CURRENT SURVEY CONTROL
 AD0696  ___________________________________________________________________
 AD0696* NAD 83(1986)-  26 41 52.     (N)    080 41 32.     (W)     SCALED    
 AD0696* NAVD 88     -         6.073  (meters)      19.92   (feet)  ADJUSTED  
 AD0696  ___________________________________________________________________
 AD0696  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AD0696  DYNAMIC HT  -           6.064 (meters)      19.89  (feet)  COMP
 AD0696  MODELED GRAV-     979,108.0   (mgal)                       NAVD 88
 AD0696
 AD0696  VERT ORDER  -  SECOND    CLASS 0
 AD0696
 AD0696.The horizontal coordinates were scaled from a topographic map and have
 AD0696.an estimated accuracy of +/- 6 seconds.
 AD0696
 AD0696.The orthometric height was determined by differential leveling
 AD0696.and adjusted by the National Geodetic Survey in June 1991..
 AD0696
 AD0696.The geoid height was determined by GEOID03.
 AD0696
 AD0696.The dynamic height is computed by dividing the NAVD 88
 AD0696.geopotential number by the normal gravity value computed on the
 AD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0696.degrees latitude (g = 980.6199 gals.).
 AD0696
 AD0696.The modeled gravity was interpolated from observed gravity values.
 AD0696
 AD0696;                    North         East    Units  Estimated Accuracy
 AD0696;SPC FL E     -   261,960.      230,630.      MT  (+/- 180 meters Scaled)
 AD0696
 AD0696                          SUPERSEDED SURVEY CONTROL
 AD0696
 AD0696  NGVD 29 (??/??/92)    6.450  (m)           21.16   (f) ADJ UNCH    2 0
 AD0696
 AD0696.Superseded values are not recommended for survey control.
 AD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0696.See file dsdata.txt to determine how the superseded data were derived.
 AD0696
 AD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK306529(NAD 83)
 AD0696_MARKER: DJ = TIDAL STATION DISK
 AD0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0696_SP_SET: WALL
 AD0696_STAMPING: EDD SURVEY BM
 AD0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0696
 AD0696  HISTORY     - Date     Condition        Report By
 AD0696  HISTORY     - UNK      MONUMENTED       LOCSUR
 AD0696  HISTORY     - 1934     GOOD             NGS
 AD0696  HISTORY     - 1942     GOOD             NGS
 AD0696  HISTORY     - 19920228 MARK NOT FOUND   NGS
 AD0696
 AD0696                          STATION DESCRIPTION
 AD0696
 AD0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AD0696'0.6 MI NW FROM CHOSEN.
 AD0696'0.6 MILE NORTHWEST ALONG THE SOUTH SIDE OF HILLSBORO CANAL FROM
 AD0696'THE DRAWBRIDGE AT CHOSEN, AT THE ENTRANCE TO LAKE OKEECHOBEE,
 AD0696'IN THE NORTHEAST WALL OF THE CONCRETE LOCK STRUCTURE, 4 FEET
 AD0696'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST WALL, 0.8 FOOT
 AD0696'SOUTHWEST OF THE CENTER LINE OF THE WALL, AND 9.5 FEET SOUTHEAST
 AD0696'OF THE NORTHEAST HINGE PIN OF THE SOUTHEAST GATES.  SET FLUSH
 AD0696'IN THE UPPER SURFACE OF THE CONCRETE WALL.
 AD0696
 AD0696                          STATION RECOVERY (1942)
 AD0696
 AD0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AD0696'RECOVERED IN GOOD CONDITION.
 AD0696
 AD0696                          STATION RECOVERY (1992)
 AD0696
 AD0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0696'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0719 ***********************************************************************
 AD0719  DESIGNATION -  872 2627 TIDAL 2
 AD0719  PID         -  AD0719
 AD0719  STATE/COUNTY-  FL/PALM BEACH
 AD0719  USGS QUAD   -  LAKE HARBOR (1970)
 AD0719
 AD0719                         *CURRENT SURVEY CONTROL
 AD0719  ___________________________________________________________________
 AD0719* NAD 83(1986)-  26 41 37.     (N)    080 48 25.     (W)     SCALED    
 AD0719* NAVD 88     -         4.905  (meters)      16.09   (feet)  ADJUSTED  
 AD0719  ___________________________________________________________________
 AD0719  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AD0719  DYNAMIC HT  -           4.898 (meters)      16.07  (feet)  COMP
 AD0719  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 AD0719
 AD0719  VERT ORDER  -  SECOND    CLASS 0
 AD0719
 AD0719.The horizontal coordinates were scaled from a topographic map and have
 AD0719.an estimated accuracy of +/- 6 seconds.
 AD0719
 AD0719.The orthometric height was determined by differential leveling
 AD0719.and adjusted by the National Geodetic Survey in June 1991..
 AD0719
 AD0719.The geoid height was determined by GEOID03.
 AD0719
 AD0719.The dynamic height is computed by dividing the NAVD 88
 AD0719.geopotential number by the normal gravity value computed on the
 AD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0719.degrees latitude (g = 980.6199 gals.).
 AD0719
 AD0719.The modeled gravity was interpolated from observed gravity values.
 AD0719
 AD0719;                    North         East    Units  Estimated Accuracy
 AD0719;SPC FL E     -   261,470.      219,210.      MT  (+/- 180 meters Scaled)
 AD0719
 AD0719                          SUPERSEDED SURVEY CONTROL
 AD0719
 AD0719  NGVD 29 (??/??/92)    5.276  (m)           17.31   (f) ADJ UNCH    2 0
 AD0719
 AD0719.Superseded values are not recommended for survey control.
 AD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0719.See file dsdata.txt to determine how the superseded data were derived.
 AD0719
 AD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK192525(NAD 83)
 AD0719_MARKER: DJ = TIDAL STATION DISK
 AD0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0719_SP_SET: FOUNDATION
 AD0719_STAMPING: NO 2 1925
 AD0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0719
 AD0719  HISTORY     - Date     Condition        Report By
 AD0719  HISTORY     - 1925     MONUMENTED       CGS
 AD0719  HISTORY     - 1952     GOOD             NGS
 AD0719  HISTORY     - 1964     GOOD             NGS
 AD0719  HISTORY     - 19920327 MARK NOT FOUND   NGS
 AD0719
 AD0719                          STATION DESCRIPTION
 AD0719
 AD0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AD0719'AT LAKE HARBOR.
 AD0719'AT LAKE HARBOR, AT THE ENTRANCE OF MIAMI CANAL INTO LAKE
 AD0719'OKEECHOBEE, 72.9 FEET EAST OF THE EAST WALL OF THE LOCK STRUCTURE,
 AD0719'20.8 FEET SOUTH OF THE LOCKKEEPERS HOUSE, AND IN THE WEST FACE
 AD0719'AT THE NORTHWEST CORNER OF THE FOUNDATION OF A DEMOLISHED WATER
 AD0719'TANK.  A STANDARD DISK, STAMPED NO. 2 1925 AND SET VERTICALLY.
 AD0719
 AD0719                          STATION RECOVERY (1964)
 AD0719
 AD0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AD0719'RECOVERED IN GOOD CONDITION.
 AD0719
 AD0719                          STATION RECOVERY (1992)
 AD0719
 AD0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0719'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD0722 ***********************************************************************
 AD0722  DESIGNATION -  872 2627 TIDAL 3
 AD0722  PID         -  AD0722
 AD0722  STATE/COUNTY-  FL/PALM BEACH
 AD0722  USGS QUAD   -  LAKE HARBOR (1970)
 AD0722
 AD0722                         *CURRENT SURVEY CONTROL
 AD0722  ___________________________________________________________________
 AD0722* NAD 83(1986)-  26 41 36.     (N)    080 48 25.     (W)     SCALED    
 AD0722* NAVD 88     -         5.358  (meters)      17.58   (feet)  ADJUSTED  
 AD0722  ___________________________________________________________________
 AD0722  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AD0722  DYNAMIC HT  -           5.349 (meters)      17.55  (feet)  COMP
 AD0722  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 AD0722
 AD0722  VERT ORDER  -  FIRST     CLASS II
 AD0722
 AD0722.The horizontal coordinates were scaled from a topographic map and have
 AD0722.an estimated accuracy of +/- 6 seconds.
 AD0722
 AD0722.The orthometric height was determined by differential leveling
 AD0722.and adjusted by the National Geodetic Survey in September 1992..
 AD0722.WARNING-Repeat measurements at this control monument indicate possible
 AD0722.vertical movement.
 AD0722
 AD0722.The geoid height was determined by GEOID03.
 AD0722
 AD0722.The dynamic height is computed by dividing the NAVD 88
 AD0722.geopotential number by the normal gravity value computed on the
 AD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0722.degrees latitude (g = 980.6199 gals.).
 AD0722
 AD0722.The modeled gravity was interpolated from observed gravity values.
 AD0722
 AD0722;                    North         East    Units  Estimated Accuracy
 AD0722;SPC FL E     -   261,440.      219,210.      MT  (+/- 180 meters Scaled)
 AD0722
 AD0722                          SUPERSEDED SURVEY CONTROL
 AD0722
 AD0722  NAVD 88 (06/15/91)    5.668  (m)           18.60   (f) UNKNOWN     1 2
 AD0722  NGVD 29 (09/01/92)    5.784  (m)           18.98   (f) ADJUSTED    1 2
 AD0722
 AD0722.Superseded values are not recommended for survey control.
 AD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0722.See file dsdata.txt to determine how the superseded data were derived.
 AD0722
 AD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK192524(NAD 83)
 AD0722_MARKER: DB = BENCH MARK DISK
 AD0722_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD0722_SP_SET: RETAINING WALL
 AD0722_STAMPING: NO 3 1952
 AD0722_MARK LOGO: CGS   
 AD0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD0722+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 AD0722
 AD0722  HISTORY     - Date     Condition        Report By
 AD0722  HISTORY     - 1952     MONUMENTED       CGS
 AD0722  HISTORY     - 19920317 GOOD             NGS
 AD0722  HISTORY     - 20050719 GOOD             MCKIM
 AD0722
 AD0722                          STATION DESCRIPTION
 AD0722
 AD0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD0722'0.1 KM (0.05 MI) EASTERLY ALONG CORKSCREW ROAD FROM THE POST OFFICE
 AD0722'IN LAKE HARBOR, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END
 AD0722'OF THE EAST CONCRETE RETAINING WALL OF AN ABANDONED CANAL LOCK, 52.3
 AD0722'M (171.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.1 M (13.5 FT)
 AD0722'WEST OF THE EAST END OF THE RETAINING WALL, 1.0 M (3.3 FT) BELOW THE
 AD0722'LEVEL OF THE ROAD, AND 1.0 M (3.3 FT) EAST OF THE WEST EDGE OF THE
 AD0722'RETAINING WALL.
 AD0722
 AD0722                          STATION RECOVERY (2005)
 AD0722
 AD0722'RECOVERY NOTE BY MCKIM AND CREED 2005 (BRH)
 AD0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8074 ***********************************************************************
 AD8074  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8074  DESIGNATION -  872 2654 F TIDAL
 AD8074  PID         -  AD8074
 AD8074  STATE/COUNTY-  FL/PALM BEACH
 AD8074  USGS QUAD   -  PALM BEACH (1983)
 AD8074
 AD8074                         *CURRENT SURVEY CONTROL
 AD8074  ___________________________________________________________________
 AD8074* NAD 83(1986)-  26 38 47.     (N)    080 02 45.     (W)     SCALED    
 AD8074* NAVD 88     -         0.952  (meters)       3.12   (feet)  ADJUSTED  
 AD8074  ___________________________________________________________________
 AD8074  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AD8074  DYNAMIC HT  -           0.951 (meters)       3.12  (feet)  COMP
 AD8074  MODELED GRAV-     979,113.7   (mgal)                       NAVD 88
 AD8074
 AD8074  VERT ORDER  -  SECOND    CLASS I
 AD8074
 AD8074.The horizontal coordinates were scaled from a topographic map and have
 AD8074.an estimated accuracy of +/- 6 seconds.
 AD8074
 AD8074.The orthometric height was determined by differential leveling
 AD8074.and adjusted by the National Geodetic Survey in September 1996..
 AD8074
 AD8074.This Tidal Bench Mark is designated as VM 15818
 AD8074.by the Center for Operational Oceanographic Products and Services.
 AD8074
 AD8074.The geoid height was determined by GEOID03.
 AD8074
 AD8074.The dynamic height is computed by dividing the NAVD 88
 AD8074.geopotential number by the normal gravity value computed on the
 AD8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8074.degrees latitude (g = 980.6199 gals.).
 AD8074
 AD8074.The modeled gravity was interpolated from observed gravity values.
 AD8074
 AD8074;                    North         East    Units  Estimated Accuracy
 AD8074;SPC FL E     -   256,580.      295,000.      MT  (+/- 180 meters Scaled)
 AD8074
 AD8074                          SUPERSEDED SURVEY CONTROL
 AD8074
 AD8074  NGVD 29 (09/01/92)    1.419  (m)            4.66   (f) ADJUSTED    2 1
 AD8074
 AD8074.Superseded values are not recommended for survey control.
 AD8074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8074.See file dsdata.txt to determine how the superseded data were derived.
 AD8074
 AD8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK949476(NAD 83)
 AD8074_MARKER: DJ = TIDAL STATION DISK
 AD8074_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8074_SP_SET: SIDEWALK
 AD8074_STAMPING: 2654 F 1986
 AD8074_MARK LOGO: NOS   
 AD8074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8074+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AD8074
 AD8074  HISTORY     - Date     Condition        Report By
 AD8074  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8074  HISTORY     - 19940614 GOOD             USPSQD
 AD8074  HISTORY     - 20030317 GOOD             USPSQD
 AD8074  HISTORY     - 20040413 GOOD             USPSQD
 AD8074  HISTORY     - 20050418 GOOD             USPSQD
 AD8074  HISTORY     - 20060429 GOOD             USPSQD
 AD8074
 AD8074                          STATION DESCRIPTION
 AD8074
 AD8074'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8074'IN WEST PALM BEACH.
 AD8074'BEGIN AT THE JUNCTION OF GREGORY ROAD AND U.S. HIGHWAY 1 AT THE
 AD8074'SOUTH LIMITS OF WEST PALM BEACH, GO 0.7 MILE EAST ON GREGORY ROAD TO
 AD8074'FLAGLER DRIVE, GO 0.05 MILE NORTH ON FLAGLER DRIVE TO FLAGLER COURT
 AD8074'AND THE MARK.  THE MARK BEARS 15 FEET NORTH OF THE CENTERLINE OF
 AD8074'FLAGLER COURT, 85 FEET EAST OF THE CENTERLINE OF FLAGLER DRIVE AND 20
 AD8074'FEET EAST-SOUTHEAST OF THE SOUTHWEST FENCE CORNER AT HOUSE 7850
 AD8074'FLAGLER DRIVE.
 AD8074
 AD8074                          STATION RECOVERY (1994)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2003)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2004)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2005)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2006)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2799 ***********************************************************************
 AD2799  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2799  DESIGNATION -  872 2654 TIDAL 1
 AD2799  PID         -  AD2799
 AD2799  STATE/COUNTY-  FL/PALM BEACH
 AD2799  USGS QUAD   -  PALM BEACH (1983)
 AD2799
 AD2799                         *CURRENT SURVEY CONTROL
 AD2799  ___________________________________________________________________
 AD2799* NAD 83(1986)-  26 38 43.     (N)    080 02 41.     (W)     SCALED    
 AD2799* NAVD 88     -         0.950  (meters)       3.12   (feet)  ADJUSTED  
 AD2799  ___________________________________________________________________
 AD2799  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AD2799  DYNAMIC HT  -           0.949 (meters)       3.11  (feet)  COMP
 AD2799  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 AD2799
 AD2799  VERT ORDER  -  FIRST     CLASS I
 AD2799
 AD2799.The horizontal coordinates were scaled from a topographic map and have
 AD2799.an estimated accuracy of +/- 6 seconds.
 AD2799
 AD2799.The orthometric height was determined by differential leveling
 AD2799.and adjusted by the National Geodetic Survey in June 1991..
 AD2799.WARNING-Repeat measurements at this control monument indicate possible
 AD2799.vertical movement.
 AD2799
 AD2799.This Tidal Bench Mark is designated as VM 15817
 AD2799.by the Center for Operational Oceanographic Products and Services.
 AD2799
 AD2799.The geoid height was determined by GEOID03.
 AD2799
 AD2799.The dynamic height is computed by dividing the NAVD 88
 AD2799.geopotential number by the normal gravity value computed on the
 AD2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2799.degrees latitude (g = 980.6199 gals.).
 AD2799
 AD2799.The modeled gravity was interpolated from observed gravity values.
 AD2799
 AD2799;                    North         East    Units  Estimated Accuracy
 AD2799;SPC FL E     -   256,460.      295,110.      MT  (+/- 180 meters Scaled)
 AD2799
 AD2799                          SUPERSEDED SURVEY CONTROL
 AD2799
 AD2799  NGVD 29 (09/01/92)    1.415  (m)            4.64   (f) ADJUSTED    1 1
 AD2799
 AD2799.Superseded values are not recommended for survey control.
 AD2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2799.See file dsdata.txt to determine how the superseded data were derived.
 AD2799
 AD2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950475(NAD 83)
 AD2799_MARKER: DJ = TIDAL STATION DISK
 AD2799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2799_SP_SET: CONCRETE BULKHEAD
 AD2799_STAMPING: NO 1 1970
 AD2799_MARK LOGO: NGS   
 AD2799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2799+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AD2799
 AD2799  HISTORY     - Date     Condition        Report By
 AD2799  HISTORY     - 1970     MONUMENTED       NGS
 AD2799  HISTORY     - 1973     GOOD             NGS
 AD2799  HISTORY     - 1980     GOOD             FLDNR
 AD2799  HISTORY     - 1989     GOOD             USPSQD
 AD2799  HISTORY     - 1990     GOOD             USPSQD
 AD2799  HISTORY     - 19940619 GOOD             USPSQD
 AD2799  HISTORY     - 19950310 GOOD             USPSQD
 AD2799  HISTORY     - 20010104 MARK NOT FOUND   USPSQD
 AD2799  HISTORY     - 20020125 MARK NOT FOUND   USPSQD
 AD2799  HISTORY     - 20030317 MARK NOT FOUND   USPSQD
 AD2799  HISTORY     - 20040412 GOOD             USPSQD
 AD2799  HISTORY     - 20050415 GOOD             USPSQD
 AD2799  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2799  HISTORY     - 20060429 GOOD             USPSQD
 AD2799
 AD2799                          STATION DESCRIPTION
 AD2799
 AD2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2799'AT WEST PALM BEACH.
 AD2799'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2799'THE INTERSECTION OF U.S. HIGHWAY 1, ALONG THE BANK OF THE
 AD2799'INTRACOASTAL WATERWAY, ABOUT 150 FEET NORTH OF THE NORTH BANK OF
 AD2799'THE WEST PALM BEACH CANAL, SET ON THE TOP OF THE CONCRETE
 AD2799'BULKHEAD ALONG THE INTRACOASTAL WATERWAY, 135.8 FEET NORTH OF
 AD2799'BENCH MARK 305 (USE) DESCRIBED AND 0.4 FOOT WEST OF THE EAST
 AD2799'FACE OF THE BULKHEAD.  WEST PALM BEACH CANAL GAUGE.
 AD2799
 AD2799                          STATION RECOVERY (1973)
 AD2799
 AD2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1980)
 AD2799
 AD2799'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1989)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1990)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1994)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1995)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (2001)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2799'MARK NOT FOUND.
 AD2799
 AD2799                          STATION RECOVERY (2002)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2799'MARK NOT FOUND.
 AD2799
 AD2799                          STATION RECOVERY (2003)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2799'MARK NOT FOUND.
 AD2799
 AD2799                          STATION RECOVERY (2004)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2799'MARK IS AT THE NORTH END OF THE PROPERTY AT 8020 FLAGLER CT.  SAME
 AD2799'PROPERTY AS AD2797 WHICH IS AT THE 45 DEGREE TURN IN THE SEAWALL.
 AD2799
 AD2799                          STATION RECOVERY (2005)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (2005)
 AD2799
 AD2799'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2799'MARK NOT FOUND
 AD2799' 
 AD2799' 
 AD2799
 AD2799                          STATION RECOVERY (2006)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2795 ***********************************************************************
 AD2795  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2795  DESIGNATION -  872 2654 TIDAL 2
 AD2795  PID         -  AD2795
 AD2795  STATE/COUNTY-  FL/PALM BEACH
 AD2795  USGS QUAD   -  PALM BEACH (1983)
 AD2795
 AD2795                         *CURRENT SURVEY CONTROL
 AD2795  ___________________________________________________________________
 AD2795* NAD 83(1986)-  26 38 41.     (N)    080 02 43.     (W)     SCALED    
 AD2795* NAVD 88     -         0.942  (meters)       3.09   (feet)  ADJUSTED  
 AD2795  ___________________________________________________________________
 AD2795  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AD2795  DYNAMIC HT  -           0.941 (meters)       3.09  (feet)  COMP
 AD2795  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 AD2795
 AD2795  VERT ORDER  -  FIRST     CLASS I
 AD2795
 AD2795.The horizontal coordinates were scaled from a topographic map and have
 AD2795.an estimated accuracy of +/- 6 seconds.
 AD2795
 AD2795.The orthometric height was determined by differential leveling
 AD2795.and adjusted by the National Geodetic Survey in June 1991..
 AD2795.WARNING-Repeat measurements at this control monument indicate possible
 AD2795.vertical movement.
 AD2795
 AD2795.This Tidal Bench Mark is designated as VM 5607
 AD2795.by the Center for Operational Oceanographic Products and Services.
 AD2795
 AD2795.The geoid height was determined by GEOID03.
 AD2795
 AD2795.The dynamic height is computed by dividing the NAVD 88
 AD2795.geopotential number by the normal gravity value computed on the
 AD2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2795.degrees latitude (g = 980.6199 gals.).
 AD2795
 AD2795.The modeled gravity was interpolated from observed gravity values.
 AD2795
 AD2795;                    North         East    Units  Estimated Accuracy
 AD2795;SPC FL E     -   256,400.      295,050.      MT  (+/- 180 meters Scaled)
 AD2795
 AD2795                          SUPERSEDED SURVEY CONTROL
 AD2795
 AD2795  NGVD 29 (09/01/92)    1.407  (m)            4.62   (f) ADJUSTED    1 1
 AD2795
 AD2795.Superseded values are not recommended for survey control.
 AD2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2795.See file dsdata.txt to determine how the superseded data were derived.
 AD2795
 AD2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950474(NAD 83)
 AD2795_MARKER: DJ = TIDAL STATION DISK
 AD2795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2795_SP_SET: SIDEWALK
 AD2795_STAMPING: NO 2 1970
 AD2795_MARK LOGO: CGS   
 AD2795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2795+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AD2795
 AD2795  HISTORY     - Date     Condition        Report By
 AD2795  HISTORY     - 1970     MONUMENTED       NGS
 AD2795  HISTORY     - 1973     GOOD             NGS
 AD2795  HISTORY     - 1980     GOOD             FLDNR
 AD2795  HISTORY     - 1986     GOOD             FLDNR
 AD2795  HISTORY     - 1989     GOOD             USPSQD
 AD2795  HISTORY     - 19940614 GOOD             USPSQD
 AD2795  HISTORY     - 19950310 GOOD             USPSQD
 AD2795  HISTORY     - 20030317 GOOD             USPSQD
 AD2795  HISTORY     - 20040412 GOOD             USPSQD
 AD2795  HISTORY     - 20050415 GOOD             USPSQD
 AD2795  HISTORY     - 20060429 GOOD             USPSQD
 AD2795
 AD2795                          STATION DESCRIPTION
 AD2795
 AD2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2795'AT WEST PALM BEACH.
 AD2795'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2795'THE INTERSECTION OF U.S. HIGHWAY 1, AT THE JUNCTION OF ARLINGTON
 AD2795'PLACE AND FLAGLER COURT, NEAR THE JUNCTION OF THE WEST PALM
 AD2795'BEACH CANAL AT THE INTRACOASTAL WATERWAY, SET ON THE TOP OF THE
 AD2795'SOUTH CONCRETE SIDEWALK ALONG ARLINGTON COURT, 18 FEET SOUTH
 AD2795'OF THE CENTER LINE OF ARLINGTON PLACE, 23 FEET WEST OF THE
 AD2795'EXTENDED CENTER LINE OF FLAGLER COURT LEADING NORTH, 19 FEET WEST
 AD2795'OF THE CENTER LINE OF A CONCRETE DRIVEWAY LEADING TO A RESIDENCE
 AD2795'AT 8026 ARLINGTON PLACE AND 1/2 FOOT ABOVE THE LEVEL OF THE
 AD2795'COURT.  WEST PALM BEACH CANAL GAUGE.
 AD2795
 AD2795                          STATION RECOVERY (1973)
 AD2795
 AD2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1980)
 AD2795
 AD2795'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1986)
 AD2795
 AD2795'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1989)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1994)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1995)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2003)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2004)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 2004
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2005)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2006)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2798 ***********************************************************************
 AD2798  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2798  DESIGNATION -  872 2654 TIDAL 3
 AD2798  PID         -  AD2798
 AD2798  STATE/COUNTY-  FL/PALM BEACH
 AD2798  USGS QUAD   -  PALM BEACH (1983)
 AD2798
 AD2798                         *CURRENT SURVEY CONTROL
 AD2798  ___________________________________________________________________
 AD2798* NAD 83(1986)-  26 38 42.     (N)    080 02 43.     (W)     SCALED    
 AD2798* NAVD 88     -         0.869  (meters)       2.85   (feet)  ADJUSTED  
 AD2798  ___________________________________________________________________
 AD2798  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AD2798  DYNAMIC HT  -           0.868 (meters)       2.85  (feet)  COMP
 AD2798  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 AD2798
 AD2798  VERT ORDER  -  FIRST     CLASS I
 AD2798
 AD2798.The horizontal coordinates were scaled from a topographic map and have
 AD2798.an estimated accuracy of +/- 6 seconds.
 AD2798
 AD2798.The orthometric height was determined by differential leveling
 AD2798.and adjusted by the National Geodetic Survey in June 1991..
 AD2798.WARNING-Repeat measurements at this control monument indicate possible
 AD2798.vertical movement.
 AD2798
 AD2798.This Tidal Bench Mark is designated as VM 5608
 AD2798.by the Center for Operational Oceanographic Products and Services.
 AD2798
 AD2798.The geoid height was determined by GEOID03.
 AD2798
 AD2798.The dynamic height is computed by dividing the NAVD 88
 AD2798.geopotential number by the normal gravity value computed on the
 AD2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2798.degrees latitude (g = 980.6199 gals.).
 AD2798
 AD2798.The modeled gravity was interpolated from observed gravity values.
 AD2798
 AD2798;                    North         East    Units  Estimated Accuracy
 AD2798;SPC FL E     -   256,430.      295,050.      MT  (+/- 180 meters Scaled)
 AD2798
 AD2798                          SUPERSEDED SURVEY CONTROL
 AD2798
 AD2798  NGVD 29 (09/01/92)    1.335  (m)            4.38   (f) ADJUSTED    1 1
 AD2798
 AD2798.Superseded values are not recommended for survey control.
 AD2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2798.See file dsdata.txt to determine how the superseded data were derived.
 AD2798
 AD2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950474(NAD 83)
 AD2798_MARKER: DJ = TIDAL STATION DISK
 AD2798_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2798_SP_SET: SIDEWALK
 AD2798_STAMPING: NO 3 1970
 AD2798_MARK LOGO: CGS   
 AD2798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2798+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AD2798
 AD2798  HISTORY     - Date     Condition        Report By
 AD2798  HISTORY     - 1970     MONUMENTED       NGS
 AD2798  HISTORY     - 1973     GOOD             NGS
 AD2798  HISTORY     - 1980     GOOD             FLDNR
 AD2798  HISTORY     - 1986     GOOD             FLDNR
 AD2798  HISTORY     - 1989     GOOD             USPSQD
 AD2798  HISTORY     - 1990     GOOD             USPSQD
 AD2798  HISTORY     - 19940614 GOOD             USPSQD
 AD2798  HISTORY     - 19950310 GOOD             USPSQD
 AD2798  HISTORY     - 20030317 GOOD             USPSQD
 AD2798  HISTORY     - 20040412 GOOD             USPSQD
 AD2798  HISTORY     - 20050415 GOOD             USPSQD
 AD2798  HISTORY     - 20060429 GOOD             USPSQD
 AD2798
 AD2798                          STATION DESCRIPTION
 AD2798
 AD2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2798'AT WEST PALM BEACH.
 AD2798'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2798'THE INTERSECTION OF U.S. HIGHWAY 1, ALONG FLAGLER COURT, NEAR
 AD2798'THE NORTH EDGE OF THE WEST PALM BEACH CANAL AND EAST SIDE OF
 AD2798'THE INTRACOASTAL WATERWAY, BETWEEN TIDAL 2 AND 4 DESCRIBED, 337.4
 AD2798'FEET SOUTH OF TIDAL 4 DESCRIBED, 124.7 FEET NORTH OF AND ACROSS
 AD2798'ARLINGTON PLACE FROM TIDAL 2 DESCRIBED, 18 FEET WEST OF THE
 AD2798'CENTER LINE OF FLAGLER COURT AND SET ON THE TOP OF THE WEST
 AD2798'CONCRETE SIDEWALK ALONG FLAGLER COURT.  WEST PALM BEACH CANAL
 AD2798'GAUGE.
 AD2798
 AD2798                          STATION RECOVERY (1973)
 AD2798
 AD2798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1980)
 AD2798
 AD2798'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1986)
 AD2798
 AD2798'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1989)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1990)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1994)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1995)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2003)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2004)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2005)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2006)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2800 ***********************************************************************
 AD2800  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2800  DESIGNATION -  872 2654 TIDAL 4
 AD2800  PID         -  AD2800
 AD2800  STATE/COUNTY-  FL/PALM BEACH
 AD2800  USGS QUAD   -  PALM BEACH (1983)
 AD2800
 AD2800                         *CURRENT SURVEY CONTROL
 AD2800  ___________________________________________________________________
 AD2800* NAD 83(1986)-  26 38 46.     (N)    080 02 43.     (W)     SCALED    
 AD2800* NAVD 88     -         0.983  (meters)       3.23   (feet)  ADJUSTED  
 AD2800  ___________________________________________________________________
 AD2800  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AD2800  DYNAMIC HT  -           0.981 (meters)       3.22  (feet)  COMP
 AD2800  MODELED GRAV-     979,113.6   (mgal)                       NAVD 88
 AD2800
 AD2800  VERT ORDER  -  FIRST     CLASS I
 AD2800
 AD2800.The horizontal coordinates were scaled from a topographic map and have
 AD2800.an estimated accuracy of +/- 6 seconds.
 AD2800
 AD2800.The orthometric height was determined by differential leveling
 AD2800.and adjusted by the National Geodetic Survey in June 1991..
 AD2800.WARNING-Repeat measurements at this control monument indicate possible
 AD2800.vertical movement.
 AD2800
 AD2800.This Tidal Bench Mark is designated as VM 5609
 AD2800.by the Center for Operational Oceanographic Products and Services.
 AD2800
 AD2800.The geoid height was determined by GEOID03.
 AD2800
 AD2800.The dynamic height is computed by dividing the NAVD 88
 AD2800.geopotential number by the normal gravity value computed on the
 AD2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2800.degrees latitude (g = 980.6199 gals.).
 AD2800
 AD2800.The modeled gravity was interpolated from observed gravity values.
 AD2800
 AD2800;                    North         East    Units  Estimated Accuracy
 AD2800;SPC FL E     -   256,550.      295,050.      MT  (+/- 180 meters Scaled)
 AD2800
 AD2800                          SUPERSEDED SURVEY CONTROL
 AD2800
 AD2800  NGVD 29 (09/01/92)    1.449  (m)            4.75   (f) ADJUSTED    1 1
 AD2800
 AD2800.Superseded values are not recommended for survey control.
 AD2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2800.See file dsdata.txt to determine how the superseded data were derived.
 AD2800
 AD2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950475(NAD 83)
 AD2800_MARKER: DJ = TIDAL STATION DISK
 AD2800_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2800_SP_SET: SIDEWALK
 AD2800_STAMPING: NO 4 1970
 AD2800_MARK LOGO: CGS   
 AD2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2800+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AD2800
 AD2800  HISTORY     - Date     Condition        Report By
 AD2800  HISTORY     - 1970     MONUMENTED       NGS
 AD2800  HISTORY     - 1973     GOOD             NGS
 AD2800  HISTORY     - 1980     GOOD             FLDNR
 AD2800  HISTORY     - 1986     GOOD             FLDNR
 AD2800  HISTORY     - 1989     GOOD             USPSQD
 AD2800  HISTORY     - 1990     GOOD             USPSQD
 AD2800  HISTORY     - 19940614 GOOD             USPSQD
 AD2800  HISTORY     - 19950310 GOOD             USPSQD
 AD2800  HISTORY     - 20030317 GOOD             USPSQD
 AD2800  HISTORY     - 20040412 GOOD             USPSQD
 AD2800  HISTORY     - 20050415 GOOD             USPSQD
 AD2800  HISTORY     - 20060429 GOOD             USPSQD
 AD2800
 AD2800                          STATION DESCRIPTION
 AD2800
 AD2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2800'AT WEST PALM BEACH.
 AD2800'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2800'THE INTERSECTION OF U.S. HIGHWAY 1, ALONG FLAGLER COURT, 242 FEET
 AD2800'EAST ALONG FLAGLER COURT FROM THE CENTER OF THE JUNCTION OF
 AD2800'FLAGLER COURT AND FLAGLER DRIVE, 337.5 FEET NORTH OF TIDAL 3
 AD2800'DESCRIBED, 18 FEET WEST OF THE CENTER LINE OF FLAGLER COURT, SET
 AD2800'ON THE TOP OF THE CONCRETE SIDEWALK OF FLAGLER COURT AND 1/2
 AD2800'FOOT ABOVE THE LEVEL OF THE COURT.  WEST PALM BEACH CANAL GAUGE.
 AD2800
 AD2800                          STATION RECOVERY (1973)
 AD2800
 AD2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1980)
 AD2800
 AD2800'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1986)
 AD2800
 AD2800'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1989)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1990)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1994)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1995)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2003)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2004)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2005)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2006)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AM7008 ***********************************************************************
 AM7008  DESIGNATION -  872 2670 F TIDAL
 AM7008  PID         -  AM7008
 AM7008  STATE/COUNTY-  FL/PALM BEACH
 AM7008  USGS QUAD   -  LAKE WORTH (1983)
 AM7008
 AM7008                         *CURRENT SURVEY CONTROL
 AM7008  ___________________________________________________________________
 AM7008* NAD 83(1986)-  26 36 45.     (N)    080 02 12.     (W)     SCALED    
 AM7008* NAVD 88     -         3.220  (meters)      10.56   (feet)  ADJUSTED  
 AM7008  ___________________________________________________________________
 AM7008  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM7008  DYNAMIC HT  -           3.215 (meters)      10.55  (feet)  COMP
 AM7008  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 AM7008
 AM7008  VERT ORDER  -  FIRST     CLASS II
 AM7008
 AM7008.The horizontal coordinates were scaled from a topographic map and have
 AM7008.an estimated accuracy of +/- 6 seconds.
 AM7008
 AM7008.The orthometric height was determined by differential leveling
 AM7008.and adjusted by the National Geodetic Survey in June 2002..
 AM7008.No vertical observational check was made to the station.
 AM7008
 AM7008.The geoid height was determined by GEOID03.
 AM7008
 AM7008.The dynamic height is computed by dividing the NAVD 88
 AM7008.geopotential number by the normal gravity value computed on the
 AM7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7008.degrees latitude (g = 980.6199 gals.).
 AM7008
 AM7008.The modeled gravity was interpolated from observed gravity values.
 AM7008
 AM7008;                    North         East    Units  Estimated Accuracy
 AM7008;SPC FL E     -   252,830.      295,940.      MT  (+/- 180 meters Scaled)
 AM7008
 AM7008                          SUPERSEDED SURVEY CONTROL
 AM7008
 AM7008.No superseded survey control is available for this station.
 AM7008
 AM7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK959438(NAD 83)
 AM7008_MARKER: DB = BENCH MARK DISK
 AM7008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM7008_STAMPING: 2670 F 1991
 AM7008_MARK LOGO: NOS   
 AM7008_PROJECTION: PROJECTING 3 CENTIMETERS
 AM7008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM7008+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7008
 AM7008  HISTORY     - Date     Condition        Report By
 AM7008  HISTORY     - 1991     MONUMENTED       NOS
 AM7008  HISTORY     - 20020222 GOOD             FLDEP
 AM7008
 AM7008                          STATION DESCRIPTION
 AM7008
 AM7008'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7008'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, ON
 AM7008'THE SOUTHWEST SIDE
 AM7008'OF LAKE WORTH MUNICIPAL PIER, IN SECTION 26, TOWNSHIP 44 SOUTH, RANGE
 AM7008'43 EAST.
 AM7008' 
 AM7008'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A, STATE
 AM7008'HIGHWAY 802 AND THE
 AM7008'ENTRANCE TO LAKE WORTH MUNICIPAL PIER AND THE JACK BARTON MEMORIAL
 AM7008'PARK ON THE EAST
 AM7008'SIDE OF LAKE WORTH, GO EAST ON LAKE WORTH MUNICIPAL PIER ENTRANCE ROAD
 AM7008'FOR 0.05 MI TO
 AM7008'A Y-JUNCTION BEAR RIGHT, CONTINUE SOUTHEAST ON THE PAVED ROAD AND
 AM7008'PARKING AREA FOR 0.2
 AM7008'MI TO THE LAKE WORTH MUNICIPAL PIER ON THE RIGHT AND THE MARK ON THE
 AM7008'RIGHT, A NOS DISK
 AM7008'ON TOP OF A ROD INSIDE A 4-INCH PVC PIPE, 1.2 FT ABOVE THE LEVEL OF
 AM7008'THE SAND BEACH AND
 AM7008'ABOUT 2.4 FT BELOW THE LEVEL OF THE SEAWALL AND PAVED RAMP FOR THE
 AM7008'LAKE WORTH PIER.
 AM7008' 
 AM7008'LOCATED 57.0 FT EAST OF THE EAST EDGE OF THE ENTRANCE ROAD, 31.8 FT
 AM7008'EAST OF THE
 AM7008'SOUTHWEST INSIDE CORNER OF THE SEAWALL FOR THE LAKE WORTH PIER RAMP
 AM7008'AND THE
 AM7008'BEACHSIDE SIDEWALK SEAWALL, 25.5 FT SOUTH OF THE MUNICIPAL PIER, 5.7
 AM7008'FT SOUTH OF THE
 AM7008'SOUTHWEST END OF THE FISHING PIER AND 1.4 FT EAST OF THE SOUTHEAST
 AM7008'CORNER OF A SEAWALL
 AM7008'AT THE SOUTHWEST CORNER OF THE FISHING PIER.
 AM7008' 
 AM7008'NOTE THE SAND IS WASHING AWAY FROM THE CONCRETE 0.4 FT ABOVE THE LEVEL
 AM7008'OF THE BEACH
 AM7008'SAND (SEE F-TIDAL.JPG).
 AM7008' 
 AM7008' 
 AM7008' 
 AM7008' 
 AM7008' 
 AM7008'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AM7007 ***********************************************************************
 AM7007  DESIGNATION -  872 2670 G TIDAL
 AM7007  PID         -  AM7007
 AM7007  STATE/COUNTY-  FL/PALM BEACH
 AM7007  USGS QUAD   -  LAKE WORTH (1983)
 AM7007
 AM7007                         *CURRENT SURVEY CONTROL
 AM7007  ___________________________________________________________________
 AM7007* NAD 83(1986)-  26 36 49.     (N)    080 02 16.     (W)     SCALED    
 AM7007* NAVD 88     -         5.198  (meters)      17.05   (feet)  ADJUSTED  
 AM7007  ___________________________________________________________________
 AM7007  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM7007  DYNAMIC HT  -           5.190 (meters)      17.03  (feet)  COMP
 AM7007  MODELED GRAV-     979,110.2   (mgal)                       NAVD 88
 AM7007
 AM7007  VERT ORDER  -  FIRST     CLASS II
 AM7007
 AM7007.The horizontal coordinates were scaled from a topographic map and have
 AM7007.an estimated accuracy of +/- 6 seconds.
 AM7007
 AM7007.The orthometric height was determined by differential leveling
 AM7007.and adjusted by the National Geodetic Survey in June 2002..
 AM7007.No vertical observational check was made to the station.
 AM7007
 AM7007.The geoid height was determined by GEOID03.
 AM7007
 AM7007.The dynamic height is computed by dividing the NAVD 88
 AM7007.geopotential number by the normal gravity value computed on the
 AM7007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7007.degrees latitude (g = 980.6199 gals.).
 AM7007
 AM7007.The modeled gravity was interpolated from observed gravity values.
 AM7007
 AM7007;                    North         East    Units  Estimated Accuracy
 AM7007;SPC FL E     -   252,960.      295,830.      MT  (+/- 180 meters Scaled)
 AM7007
 AM7007                          SUPERSEDED SURVEY CONTROL
 AM7007
 AM7007.No superseded survey control is available for this station.
 AM7007
 AM7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK957440(NAD 83)
 AM7007_MARKER: DB = BENCH MARK DISK
 AM7007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM7007_STAMPING: 2670 G 1991
 AM7007_MARK LOGO: NOS   
 AM7007_PROJECTION: FLUSH
 AM7007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM7007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM7007+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7007
 AM7007  HISTORY     - Date     Condition        Report By
 AM7007  HISTORY     - 1991     MONUMENTED       NOS
 AM7007  HISTORY     - 20020222 GOOD             FLDEP
 AM7007
 AM7007                          STATION DESCRIPTION
 AM7007
 AM7007'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7007'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, IN
 AM7007'SECTION 26, TOWNSHIP
 AM7007'44 SOUTH, RANGE 43 EAST.
 AM7007' 
 AM7007'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A, STATE
 AM7007'HIGHWAY 802 AND THE
 AM7007'ENTRANCE TO LAKE WORTH MUNICIPAL PIER AND THE JACK BARTON MEMORIAL
 AM7007'PARK ON THE EAST
 AM7007'SIDE OF LAKE WORTH, GO EAST ON LAKE WORTH MUNICIPAL PIER ENTRANCE ROAD
 AM7007'FOR 0.05 MI TO
 AM7007'A Y-JUNCTION BEAR LEFT AND CONTINUE SOUTHEAST ON THE PAVED ROAD AND
 AM7007'PARKING AREA AND
 AM7007'THE MARK ON THE LEFT, SET IN THE GRASS MEDIAN AND PICNIC AREA BETWEEN
 AM7007'THE UPPER AND
 AM7007'LOWER PARKING LOTS, A NOS DISK ON TOP OF A ROD INSIDE A 4-INCH PVC
 AM7007'PIPE, PROJECTING 0.15 FT
 AM7007'ABOVE THE LEVEL OF THE GROUND AND ABOUT 0.5 FT ABOVE THE LEVEL OF THE
 AM7007'PARKING AREA.
 AM7007' 
 AM7007'LOCATED ABOUT 275.0 FT NORTHWEST OF THE LAKE WORTH PIER, 150.0 FT WEST
 AM7007'OF THE EASTERN
 AM7007'MOST SEAWALL ALONG ATLANTIC OCEAN BEACH, 55.3 FT NORTH-NORTHEAST OF
 AM7007'THE FLAGPOLE, 39.4
 AM7007'FT SOUTHWEST OF A POWER POLE, 28.1 FT SOUTHEAST OF THE SOUTHEAST
 AM7007'CORNER OF A
 AM7007'CONCRETE PICNIC TABLE AND 19.2 FT WEST OF THE EAST SIDE OF THE
 AM7007'CONCRETE CURB ON THE
 AM7007'WEST SIDE OF THE UPPER PARKING LOT.
 AM7007' 
 AM7007' 
 AM7007' 
 AM7007' 
 AM7007' 
 AM7007'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AM7006 ***********************************************************************
 AM7006  DESIGNATION -  872 2670 TIDAL 1
 AM7006  PID         -  AM7006
 AM7006  STATE/COUNTY-  FL/PALM BEACH
 AM7006  USGS QUAD   -  LAKE WORTH (1983)
 AM7006
 AM7006                         *CURRENT SURVEY CONTROL
 AM7006  ___________________________________________________________________
 AM7006* NAD 83(1986)-  26 36 45.     (N)    080 02 18.     (W)     SCALED    
 AM7006* NAVD 88     -         1.344  (meters)       4.41   (feet)  ADJUSTED  
 AM7006  ___________________________________________________________________
 AM7006  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM7006  DYNAMIC HT  -           1.341 (meters)       4.40  (feet)  COMP
 AM7006  MODELED GRAV-     979,110.2   (mgal)                       NAVD 88
 AM7006
 AM7006  VERT ORDER  -  FIRST     CLASS II
 AM7006
 AM7006.The horizontal coordinates were scaled from a topographic map and have
 AM7006.an estimated accuracy of +/- 6 seconds.
 AM7006
 AM7006.The orthometric height was determined by differential leveling
 AM7006.and adjusted by the National Geodetic Survey in June 2002..
 AM7006.No vertical observational check was made to the station.
 AM7006
 AM7006.The geoid height was determined by GEOID03.
 AM7006
 AM7006.The dynamic height is computed by dividing the NAVD 88
 AM7006.geopotential number by the normal gravity value computed on the
 AM7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7006.degrees latitude (g = 980.6199 gals.).
 AM7006
 AM7006.The modeled gravity was interpolated from observed gravity values.
 AM7006
 AM7006;                    North         East    Units  Estimated Accuracy
 AM7006;SPC FL E     -   252,830.      295,770.      MT  (+/- 180 meters Scaled)
 AM7006
 AM7006                          SUPERSEDED SURVEY CONTROL
 AM7006
 AM7006.No superseded survey control is available for this station.
 AM7006
 AM7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK957438(NAD 83)
 AM7006_MARKER: DB = BENCH MARK DISK
 AM7006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM7006_SP_SET: DRAIN
 AM7006_STAMPING: NO 1 1973
 AM7006_MARK LOGO: NOS   
 AM7006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM7006+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7006
 AM7006  HISTORY     - Date     Condition        Report By
 AM7006  HISTORY     - 1973     MONUMENTED       NOS
 AM7006  HISTORY     - 20020222 GOOD             FLDEP
 AM7006
 AM7006                          STATION DESCRIPTION
 AM7006
 AM7006'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7006'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, AT
 AM7006'THE SOUTH ENTRANCE
 AM7006'TO LAKE WORTH CITY FISHING PIER, IN SECTION 26, TOWNSHIP 44 SOUTH,
 AM7006'RANGE 43 EAST.
 AM7006' 
 AM7006'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A, STATE
 AM7006'HIGHWAY 802 AND THE
 AM7006'ENTRANCE TO LAKE WORTH CITY FISHING PIER ON THE EAST SIDE OF LAKE
 AM7006'WORTH, GO SOUTH ON
 AM7006'STATE HIGHWAY A 1 A FOR 0.2 MI TO THE SOUTH ENTRANCE ROAD TO THE LAKE
 AM7006'WORTH FISHING
 AM7006'PIER (A ONE WAY ROAD) ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND
 AM7006'GO EAST FOR 0.05 MI
 AM7006'TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHWEST END OF
 AM7006'A DRAIN AND
 AM7006'LEVEL WITH THE GROUND AND ABOUT LEVEL WITH THE ENTRANCE ROAD. ACROSS
 AM7006'THE ENTRANCE
 AM7006'ROAD FROM THE SOUTHEAST CORNER OF A PARKING LOT.
 AM7006' 
 AM7006'LOCATED 184.4 FT EAST OF THE CENTERLINE OF STATE HIGHWAY A 1 A, 13.5
 AM7006'FT SOUTH OF THE
 AM7006'APPROXIMATE CENTERLINE OF THE ENTRANCE ROAD AND 4.0 FT NORTH OF A
 AM7006'4-FOOT TALL CONCRETE
 AM7006'WALL.
 AM7006' 
 AM7006' 
 AM7006' 
 AM7006' 
 AM7006' 
 AM7006' 
 AM7006' 
 AM7006'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5810 ***********************************************************************
 AD5810  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5810  DESIGNATION -  872 2670 TIDAL 2
 AD5810  PID         -  AD5810
 AD5810  STATE/COUNTY-  FL/PALM BEACH
 AD5810  USGS QUAD   -  LAKE WORTH (1983)
 AD5810
 AD5810                         *CURRENT SURVEY CONTROL
 AD5810  ___________________________________________________________________
 AD5810* NAD 83(1986)-  26 36 45.     (N)    080 02 04.     (W)     SCALED    
 AD5810* NAVD 88     -         5.181  (meters)      17.00   (feet)  ADJUSTED  
 AD5810  ___________________________________________________________________
 AD5810  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AD5810  DYNAMIC HT  -           5.173 (meters)      16.97  (feet)  COMP
 AD5810  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 AD5810
 AD5810  VERT ORDER  -  FIRST     CLASS II
 AD5810
 AD5810.The horizontal coordinates were scaled from a topographic map and have
 AD5810.an estimated accuracy of +/- 6 seconds.
 AD5810
 AD5810.The orthometric height was determined by differential leveling
 AD5810.and adjusted by the National Geodetic Survey in June 1991..
 AD5810
 AD5810.This Tidal Bench Mark is designated as VM 665
 AD5810.by the Center for Operational Oceanographic Products and Services.
 AD5810
 AD5810.The geoid height was determined by GEOID03.
 AD5810
 AD5810.The dynamic height is computed by dividing the NAVD 88
 AD5810.geopotential number by the normal gravity value computed on the
 AD5810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5810.degrees latitude (g = 980.6199 gals.).
 AD5810
 AD5810.The modeled gravity was interpolated from observed gravity values.
 AD5810
 AD5810;                    North         East    Units  Estimated Accuracy
 AD5810;SPC FL E     -   252,830.      296,160.      MT  (+/- 180 meters Scaled)
 AD5810
 AD5810                          SUPERSEDED SURVEY CONTROL
 AD5810
 AD5810  NGVD 29 (09/01/92)    5.652  (m)           18.54   (f) ADJUSTED    2 1
 AD5810
 AD5810.Superseded values are not recommended for survey control.
 AD5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5810.See file dsdata.txt to determine how the superseded data were derived.
 AD5810
 AD5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK961438(NAD 83)
 AD5810_MARKER: DB = BENCH MARK DISK
 AD5810_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5810_SP_SET: RETAINING WALL
 AD5810_STAMPING: NO 2 1973
 AD5810_MARK LOGO: NOS   
 AD5810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5810+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AD5810
 AD5810  HISTORY     - Date     Condition        Report By
 AD5810  HISTORY     - 1973     MONUMENTED       NOS
 AD5810  HISTORY     - 1980     GOOD             FLDNR
 AD5810  HISTORY     - 19940611 GOOD             USPSQD
 AD5810  HISTORY     - 19950310 GOOD             USPSQD
 AD5810  HISTORY     - 20010331 GOOD             NGS
 AD5810  HISTORY     - 20020222 GOOD             FLDEP
 AD5810  HISTORY     - 20030422 GOOD             USPSQD
 AD5810  HISTORY     - 20040501 GOOD             USPSQD
 AD5810  HISTORY     - 20050502 GOOD             USPSQD
 AD5810
 AD5810                          STATION DESCRIPTION
 AD5810
 AD5810'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5810'IN LAKE WORTH.
 AD5810'BEGIN AT THE JUNCTION OF STATE HIGHWAY 802 WITH STATE HIGHWAY A1A, GO
 AD5810'SOUTH 0.2 MILE ON A1A TO A BLACK TOP DRIVE LEADING EAST TO THE LAKE
 AD5810'WORTH PIER AND THE MARK.  THE MARK BEARS ABOUT 500 FEET NORTH OF THE
 AD5810'FISHING PIER, 105 FEET EAST OF THE ENTRANCE TO THE CITY SWIMMING POOL,
 AD5810'45 FEET EAST OF THE CENTERLINE OF THE ROAD IN THE PARKING LOT, AND IS
 AD5810'SET IN THE RETAINING WALL WHERE IT RUNS NORTHEAST/SOUTHWEST, AND
 AD5810'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5810
 AD5810                          STATION RECOVERY (1994)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (1995)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (2001)
 AD5810
 AD5810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AD5810'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5810
 AD5810                          STATION RECOVERY (2002)
 AD5810
 AD5810'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD5810'RECOVERED AS DESCRIBED.
 AD5810' 
 AD5810'
 AD5810
 AD5810                          STATION RECOVERY (2003)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (2004)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (2005)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8076 ***********************************************************************
 AD8076  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8076  DESIGNATION -  872 2706 F TIDAL
 AD8076  PID         -  AD8076
 AD8076  STATE/COUNTY-  FL/PALM BEACH
 AD8076  USGS QUAD   -  LAKE WORTH (1983)
 AD8076
 AD8076                         *CURRENT SURVEY CONTROL
 AD8076  ___________________________________________________________________
 AD8076* NAD 83(1986)-  26 32 59.     (N)    080 03 11.     (W)     SCALED    
 AD8076* NAVD 88     -         1.126  (meters)       3.69   (feet)  ADJUSTED  
 AD8076  ___________________________________________________________________
 AD8076  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AD8076  DYNAMIC HT  -           1.125 (meters)       3.69  (feet)  COMP
 AD8076  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 AD8076
 AD8076  VERT ORDER  -  SECOND    CLASS I
 AD8076
 AD8076.The horizontal coordinates were scaled from a topographic map and have
 AD8076.an estimated accuracy of +/- 6 seconds.
 AD8076
 AD8076.The orthometric height was determined by differential leveling
 AD8076.and adjusted by the National Geodetic Survey in September 1996..
 AD8076
 AD8076.This Tidal Bench Mark is designated as VM 7454
 AD8076.by the Center for Operational Oceanographic Products and Services.
 AD8076
 AD8076.The geoid height was determined by GEOID03.
 AD8076
 AD8076.The dynamic height is computed by dividing the NAVD 88
 AD8076.geopotential number by the normal gravity value computed on the
 AD8076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8076.degrees latitude (g = 980.6199 gals.).
 AD8076
 AD8076.The modeled gravity was interpolated from observed gravity values.
 AD8076
 AD8076;                    North         East    Units  Estimated Accuracy
 AD8076;SPC FL E     -   245,870.      294,360.      MT  (+/- 180 meters Scaled)
 AD8076
 AD8076                          SUPERSEDED SURVEY CONTROL
 AD8076
 AD8076  NGVD 29 (09/01/92)    1.603  (m)            5.26   (f) ADJUSTED    2 1
 AD8076
 AD8076.Superseded values are not recommended for survey control.
 AD8076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8076.See file dsdata.txt to determine how the superseded data were derived.
 AD8076
 AD8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943369(NAD 83)
 AD8076_MARKER: DJ = TIDAL STATION DISK
 AD8076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8076_SP_SET: CONCRETE SEAWALL
 AD8076_STAMPING: 2706 F 1986
 AD8076_MARK LOGO: NOS   
 AD8076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8076+STABILITY: SURFACE MOTION
 AD8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8076+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AD8076
 AD8076  HISTORY     - Date     Condition        Report By
 AD8076  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8076  HISTORY     - 19940529 GOOD             USPSQD
 AD8076  HISTORY     - 20041016 GOOD             USPSQD
 AD8076  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 AD8076
 AD8076                          STATION DESCRIPTION
 AD8076
 AD8076'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8076'1.65 MI NORTH FROM BOYNTON BEACH.
 AD8076'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND NE 2ND AVENUE IN
 AD8076'BOYNTON BEACH, GO 1.45 MILES NORTH ON U.S. 1 TO THE JUNCTION OF LAS
 AD8076'PALMAS AVENUE, GO 0.2 MILE EAST ON LAS PALMAS AVENUE TO ITS END AND
 AD8076'THE MARK.  THE MARK IS SET AT THE NORTH END OF A CONCRETE BULKHEAD,
 AD8076'115 FEET NORTH OF A DOCK AND THE EXTENDED CENTERLINE OF THE ROAD.
 AD8076
 AD8076                          STATION RECOVERY (1994)
 AD8076
 AD8076'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8076'RECOVERED IN GOOD CONDITION.
 AD8076
 AD8076                          STATION RECOVERY (2004)
 AD8076
 AD8076'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8076'RECOVERED IN GOOD CONDITION.
 AD8076
 AD8076                          STATION RECOVERY (2005)
 AD8076
 AD8076'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8076'GATES LOCKED.  NO ACCESS TO BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8077 ***********************************************************************
 AD8077  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8077  DESIGNATION -  872 2706 G TIDAL
 AD8077  PID         -  AD8077
 AD8077  STATE/COUNTY-  FL/PALM BEACH
 AD8077  USGS QUAD   -  LAKE WORTH (1983)
 AD8077
 AD8077                         *CURRENT SURVEY CONTROL
 AD8077  ___________________________________________________________________
 AD8077* NAD 83(1986)-  26 32 58.     (N)    080 03 11.     (W)     SCALED    
 AD8077* NAVD 88     -         1.123  (meters)       3.68   (feet)  ADJUSTED  
 AD8077  ___________________________________________________________________
 AD8077  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AD8077  DYNAMIC HT  -           1.122 (meters)       3.68  (feet)  COMP
 AD8077  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 AD8077
 AD8077  VERT ORDER  -  SECOND    CLASS I
 AD8077
 AD8077.The horizontal coordinates were scaled from a topographic map and have
 AD8077.an estimated accuracy of +/- 6 seconds.
 AD8077
 AD8077.The orthometric height was determined by differential leveling
 AD8077.and adjusted by the National Geodetic Survey in September 1996..
 AD8077
 AD8077.This Tidal Bench Mark is designated as VM 7455
 AD8077.by the Center for Operational Oceanographic Products and Services.
 AD8077
 AD8077.The geoid height was determined by GEOID03.
 AD8077
 AD8077.The dynamic height is computed by dividing the NAVD 88
 AD8077.geopotential number by the normal gravity value computed on the
 AD8077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8077.degrees latitude (g = 980.6199 gals.).
 AD8077
 AD8077.The modeled gravity was interpolated from observed gravity values.
 AD8077
 AD8077;                    North         East    Units  Estimated Accuracy
 AD8077;SPC FL E     -   245,830.      294,360.      MT  (+/- 180 meters Scaled)
 AD8077
 AD8077                          SUPERSEDED SURVEY CONTROL
 AD8077
 AD8077  NGVD 29 (09/01/92)    1.600  (m)            5.25   (f) ADJUSTED    2 1
 AD8077
 AD8077.Superseded values are not recommended for survey control.
 AD8077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8077.See file dsdata.txt to determine how the superseded data were derived.
 AD8077
 AD8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943368(NAD 83)
 AD8077_MARKER: DJ = TIDAL STATION DISK
 AD8077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8077_SP_SET: CONCRETE SEAWALL
 AD8077_STAMPING: 2706 G 1986
 AD8077_MARK LOGO: NOS   
 AD8077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8077+STABILITY: SURFACE MOTION
 AD8077
 AD8077  HISTORY     - Date     Condition        Report By
 AD8077  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8077  HISTORY     - 19940529 GOOD             USPSQD
 AD8077  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AD8077  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 AD8077
 AD8077                          STATION DESCRIPTION
 AD8077
 AD8077'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8077'1.65 MI NORTH FROM BOYNTON BEACH.
 AD8077'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND NE 2ND AVENUE IN
 AD8077'BOYNTON BEACH, GO 1.45 MILES NORTH ON U.S. 1 TO THE JUNCTION OF LAS
 AD8077'PALMAS AVENUE, GO 0.2 MILE EAST ON LAS PALMAS AVENUE TO ITS END AND
 AD8077'THE MARK.  THE MARK IS SET IN A CONCRETE BULKHEAD, 4 FEET NORTH OF
 AD8077'THE CENTERLINE OF A DOCK, 110 FEET SOUTH OF THE NORTH END OF THE
 AD8077'BULKHEAD AND 100 FEET EAST OF THE END OF THE ROAD.
 AD8077
 AD8077                          STATION RECOVERY (1994)
 AD8077
 AD8077'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8077'RECOVERED IN GOOD CONDITION.
 AD8077
 AD8077                          STATION RECOVERY (2004)
 AD8077
 AD8077'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8077'MARK NOT FOUND.
 AD8077
 AD8077                          STATION RECOVERY (2005)
 AD8077
 AD8077'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8078 ***********************************************************************
 AD8078  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8078  DESIGNATION -  872 2706 H TIDAL
 AD8078  PID         -  AD8078
 AD8078  STATE/COUNTY-  FL/PALM BEACH
 AD8078  USGS QUAD   -  LAKE WORTH (1983)
 AD8078
 AD8078                         *CURRENT SURVEY CONTROL
 AD8078  ___________________________________________________________________
 AD8078* NAD 83(1986)-  26 32 57.     (N)    080 03 11.     (W)     SCALED    
 AD8078* NAVD 88     -         1.116  (meters)       3.66   (feet)  ADJUSTED  
 AD8078  ___________________________________________________________________
 AD8078  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AD8078  DYNAMIC HT  -           1.114 (meters)       3.65  (feet)  COMP
 AD8078  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 AD8078
 AD8078  VERT ORDER  -  SECOND    CLASS I
 AD8078
 AD8078.The horizontal coordinates were scaled from a topographic map and have
 AD8078.an estimated accuracy of +/- 6 seconds.
 AD8078
 AD8078.The orthometric height was determined by differential leveling
 AD8078.and adjusted by the National Geodetic Survey in September 1996..
 AD8078
 AD8078.This Tidal Bench Mark is designated as VM 7456
 AD8078.by the Center for Operational Oceanographic Products and Services.
 AD8078
 AD8078.The geoid height was determined by GEOID03.
 AD8078
 AD8078.The dynamic height is computed by dividing the NAVD 88
 AD8078.geopotential number by the normal gravity value computed on the
 AD8078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8078.degrees latitude (g = 980.6199 gals.).
 AD8078
 AD8078.The modeled gravity was interpolated from observed gravity values.
 AD8078
 AD8078;                    North         East    Units  Estimated Accuracy
 AD8078;SPC FL E     -   245,800.      294,360.      MT  (+/- 180 meters Scaled)
 AD8078
 AD8078                          SUPERSEDED SURVEY CONTROL
 AD8078
 AD8078  NGVD 29 (09/01/92)    1.593  (m)            5.23   (f) ADJUSTED    2 1
 AD8078
 AD8078.Superseded values are not recommended for survey control.
 AD8078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8078.See file dsdata.txt to determine how the superseded data were derived.
 AD8078
 AD8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943368(NAD 83)
 AD8078_MARKER: DJ = TIDAL STATION DISK
 AD8078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8078_SP_SET: CONCRETE SEAWALL
 AD8078_STAMPING: 2706 H 1986
 AD8078_MARK LOGO: NOS   
 AD8078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8078+STABILITY: SURFACE MOTION
 AD8078
 AD8078  HISTORY     - Date     Condition        Report By
 AD8078  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8078  HISTORY     - 19940529 MARK NOT FOUND   USPSQD
 AD8078  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AD8078  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 AD8078
 AD8078                          STATION DESCRIPTION
 AD8078
 AD8078'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8078'1.65 MI NORTH FROM BOYNTON BEACH.
 AD8078'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND NE 2ND AVENUE IN
 AD8078'BOYNTON BEACH, GO 1.45 MILES NORTH ON U.S. 1 TO THE JUNCTION OF LAS
 AD8078'PALMAS AVENUE, GO 0.2 MILE EAST ON LAS PALMAS AVENUE TO ITS END AND
 AD8078'THE MARK.  THE MARK IS SET IN A CONCRETE BULKHEAD, 110 FEET SOUTH OF
 AD8078'THE CENTERLINE OF A DOCK AND 115 FEET SOUTH OF BENCH MARK 2706 G
 AD8078'1986.
 AD8078
 AD8078                          STATION RECOVERY (1994)
 AD8078
 AD8078'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8078'MARK NOT FOUND.
 AD8078
 AD8078                          STATION RECOVERY (2004)
 AD8078
 AD8078'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8078'MARK NOT FOUND.
 AD8078
 AD8078                          STATION RECOVERY (2005)
 AD8078
 AD8078'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8075 ***********************************************************************
 AD8075  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8075  DESIGNATION -  872 2706 J TIDAL
 AD8075  PID         -  AD8075
 AD8075  STATE/COUNTY-  FL/PALM BEACH
 AD8075  USGS QUAD   -  LAKE WORTH (1983)
 AD8075
 AD8075                         *CURRENT SURVEY CONTROL
 AD8075  ___________________________________________________________________
 AD8075* NAD 83(1986)-  26 32 55.     (N)    080 03 23.     (W)     SCALED    
 AD8075* NAVD 88     -         2.598  (meters)       8.52   (feet)  ADJUSTED  
 AD8075  ___________________________________________________________________
 AD8075  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AD8075  DYNAMIC HT  -           2.593 (meters)       8.51  (feet)  COMP
 AD8075  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 AD8075
 AD8075  VERT ORDER  -  SECOND    CLASS I
 AD8075
 AD8075.The horizontal coordinates were scaled from a topographic map and have
 AD8075.an estimated accuracy of +/- 6 seconds.
 AD8075
 AD8075.The orthometric height was determined by differential leveling
 AD8075.and adjusted by the National Geodetic Survey in September 1996..
 AD8075
 AD8075.This Tidal Bench Mark is designated as VM 7457
 AD8075.by the Center for Operational Oceanographic Products and Services.
 AD8075
 AD8075.The geoid height was determined by GEOID03.
 AD8075
 AD8075.The dynamic height is computed by dividing the NAVD 88
 AD8075.geopotential number by the normal gravity value computed on the
 AD8075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8075.degrees latitude (g = 980.6199 gals.).
 AD8075
 AD8075.The modeled gravity was interpolated from observed gravity values.
 AD8075
 AD8075;                    North         East    Units  Estimated Accuracy
 AD8075;SPC FL E     -   245,740.      294,030.      MT  (+/- 180 meters Scaled)
 AD8075
 AD8075                          SUPERSEDED SURVEY CONTROL
 AD8075
 AD8075  NGVD 29 (09/01/92)    3.074  (m)           10.09   (f) ADJUSTED    2 1
 AD8075
 AD8075.Superseded values are not recommended for survey control.
 AD8075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8075.See file dsdata.txt to determine how the superseded data were derived.
 AD8075
 AD8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK939367(NAD 83)
 AD8075_MARKER: DJ = TIDAL STATION DISK
 AD8075_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8075_SP_SET: CONCRETE STORM DRAIN
 AD8075_STAMPING: 2706 J 1986
 AD8075_MARK LOGO: NOS   
 AD8075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8075+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2005
 AD8075
 AD8075  HISTORY     - Date     Condition        Report By
 AD8075  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8075  HISTORY     - 19940529 GOOD             USPSQD
 AD8075  HISTORY     - 20041016 GOOD             USPSQD
 AD8075  HISTORY     - 20051016 GOOD             USPSQD
 AD8075
 AD8075                          STATION DESCRIPTION
 AD8075
 AD8075'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8075'1.4 MI NORTH FROM BOYNTON BEACH.
 AD8075'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND N.E. 2ND AVENUE IN
 AD8075'BOYNTON BEACH, GO 1.4 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK
 AD8075'BEARS 23.3 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AD8075'1, 72.5 FEET SOUTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO
 AD8075'SHOOTERS RESTUARANT, 12 FEET NORTH OF POWER POLE 6-8111-7019-0-5 AND
 AD8075'275 FEET SOUTH OF THE CENTERLINE OF LAS PALMAS AVENUE.
 AD8075'THE MARK IS 1 FT ABOVE HIGHWAY.
 AD8075
 AD8075                          STATION RECOVERY (1994)
 AD8075
 AD8075'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8075'RECOVERED IN GOOD CONDITION.
 AD8075
 AD8075                          STATION RECOVERY (2004)
 AD8075
 AD8075'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8075'NO LONGER A SHOOTERS CLUB OR ENTRANCE.  REST OF DESCRIPTION GOOD.
 AD8075
 AD8075                          STATION RECOVERY (2005)
 AD8075
 AD8075'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5813 ***********************************************************************
 AD5813  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5813  DESIGNATION -  872 2718 F TIDAL FLDNR
 AD5813  PID         -  AD5813
 AD5813  STATE/COUNTY-  FL/PALM BEACH
 AD5813  USGS QUAD   -  LAKE WORTH (1983)
 AD5813
 AD5813                         *CURRENT SURVEY CONTROL
 AD5813  ___________________________________________________________________
 AD5813* NAD 83(1986)-  26 31 41.     (N)    080 03 14.     (W)     SCALED    
 AD5813* NAVD 88     -         0.612  (meters)       2.01   (feet)  ADJUSTED  
 AD5813  ___________________________________________________________________
 AD5813  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AD5813  DYNAMIC HT  -           0.611 (meters)       2.00  (feet)  COMP
 AD5813  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 AD5813
 AD5813  VERT ORDER  -  SECOND    CLASS I
 AD5813
 AD5813.The horizontal coordinates were scaled from a topographic map and have
 AD5813.an estimated accuracy of +/- 6 seconds.
 AD5813
 AD5813.The orthometric height was determined by differential leveling
 AD5813.and adjusted by the National Geodetic Survey in June 1991..
 AD5813
 AD5813.This Tidal Bench Mark is designated as VM 5621
 AD5813.by the Center for Operational Oceanographic Products and Services.
 AD5813
 AD5813.The geoid height was determined by GEOID03.
 AD5813
 AD5813.The dynamic height is computed by dividing the NAVD 88
 AD5813.geopotential number by the normal gravity value computed on the
 AD5813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5813.degrees latitude (g = 980.6199 gals.).
 AD5813
 AD5813.The modeled gravity was interpolated from observed gravity values.
 AD5813
 AD5813;                    North         East    Units  Estimated Accuracy
 AD5813;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5813
 AD5813                          SUPERSEDED SURVEY CONTROL
 AD5813
 AD5813  NGVD 29 (09/01/92)    1.087  (m)            3.57   (f) ADJUSTED    2 1
 AD5813
 AD5813.Superseded values are not recommended for survey control.
 AD5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5813.See file dsdata.txt to determine how the superseded data were derived.
 AD5813
 AD5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5813_MARKER: DJ = TIDAL STATION DISK
 AD5813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5813_SP_SET: CONCRETE STORM DRAIN
 AD5813_STAMPING: 2718 F 1981 BSM
 AD5813_MARK LOGO: NOS   
 AD5813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5813
 AD5813  HISTORY     - Date     Condition        Report By
 AD5813  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5813  HISTORY     - 1986     GOOD             FLDNR
 AD5813  HISTORY     - 1989     GOOD             USPSQD
 AD5813  HISTORY     - 19910724 GOOD             USPSQD
 AD5813  HISTORY     - 19940512 GOOD             USPSQD
 AD5813  HISTORY     - 19950404 GOOD             USPSQD
 AD5813  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5813  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AD5813
 AD5813                          STATION DESCRIPTION
 AD5813
 AD5813'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5813'IN BOYNTON BEACH.
 AD5813'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5813'U.S. HIGHWAY 1 IN OCEAN RIDGE, GO 0.35 MILE ON OCEAN AVENUE TO THE
 AD5813'MARK.  THE MARK BEARS 0.1 MILE EAST OF THE EAST END OF THE BRIDGE OVER
 AD5813'THE INTRACOASTAL WATERWAY, 39.0 FEET NORTH OF THE CENTERLINE OF OCEAN
 AD5813'AVENUE, 1.8 FEET NORTH OF THE CENTER OF A METAL MANHOLE COVER, 78.1
 AD5813'FEET NORTH OF BENCH MARK 2718 G 1981 BSM, AND 99.9 FEET WEST OF A FIRE
 AD5813'HYDRANT.
 AD5813'THE MARK IS 0.7 FT ABOVE HIGHWAY.
 AD5813
 AD5813                          STATION RECOVERY (1986)
 AD5813
 AD5813'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1989)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1991)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1994)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1995)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (2001)
 AD5813
 AD5813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5813'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5813
 AD5813                          STATION RECOVERY (2003)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5813'NEW BRIDGE BUILT AND NEW BRICK SIDEWALKS INSTALLED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5814 ***********************************************************************
 AD5814  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5814  DESIGNATION -  872 2718 G TIDAL FLDNR
 AD5814  PID         -  AD5814
 AD5814  STATE/COUNTY-  FL/PALM BEACH
 AD5814  USGS QUAD   -  LAKE WORTH (1983)
 AD5814
 AD5814                         *CURRENT SURVEY CONTROL
 AD5814  ___________________________________________________________________
 AD5814* NAD 83(1986)-  26 31 41.     (N)    080 03 14.     (W)     SCALED    
 AD5814* NAVD 88     -         0.580  (meters)       1.90   (feet)  ADJUSTED  
 AD5814  ___________________________________________________________________
 AD5814  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AD5814  DYNAMIC HT  -           0.579 (meters)       1.90  (feet)  COMP
 AD5814  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 AD5814
 AD5814  VERT ORDER  -  SECOND    CLASS I
 AD5814
 AD5814.The horizontal coordinates were scaled from a topographic map and have
 AD5814.an estimated accuracy of +/- 6 seconds.
 AD5814
 AD5814.The orthometric height was determined by differential leveling
 AD5814.and adjusted by the National Geodetic Survey in June 1991..
 AD5814
 AD5814.This Tidal Bench Mark is designated as VM 5622
 AD5814.by the Center for Operational Oceanographic Products and Services.
 AD5814
 AD5814.The geoid height was determined by GEOID03.
 AD5814
 AD5814.The dynamic height is computed by dividing the NAVD 88
 AD5814.geopotential number by the normal gravity value computed on the
 AD5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5814.degrees latitude (g = 980.6199 gals.).
 AD5814
 AD5814.The modeled gravity was interpolated from observed gravity values.
 AD5814
 AD5814;                    North         East    Units  Estimated Accuracy
 AD5814;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5814
 AD5814                          SUPERSEDED SURVEY CONTROL
 AD5814
 AD5814  NGVD 29 (09/01/92)    1.055  (m)            3.46   (f) ADJUSTED    2 1
 AD5814
 AD5814.Superseded values are not recommended for survey control.
 AD5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5814.See file dsdata.txt to determine how the superseded data were derived.
 AD5814
 AD5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5814_MARKER: DJ = TIDAL STATION DISK
 AD5814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5814_SP_SET: CONCRETE STORM DRAIN
 AD5814_STAMPING: 2718 G 1981 BSM
 AD5814_MARK LOGO: NOS   
 AD5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5814
 AD5814  HISTORY     - Date     Condition        Report By
 AD5814  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5814  HISTORY     - 1986     GOOD             FLDNR
 AD5814  HISTORY     - 1989     GOOD             USPSQD
 AD5814  HISTORY     - 19910724 GOOD             USPSQD
 AD5814  HISTORY     - 19940512 GOOD             USPSQD
 AD5814  HISTORY     - 19950404 GOOD             USPSQD
 AD5814  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5814  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AD5814
 AD5814                          STATION DESCRIPTION
 AD5814
 AD5814'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5814'IN BOYNTON BEACH.
 AD5814'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5814'U.S. HIGHWAY 1 IN OCEAN RIDGE, GO 0.35 MILE ON OCEAN AVENUE TO THE
 AD5814'MARK.  THE MARK BEARS 0.1 MILE EAST OF THE EAST END OF THE BRIDGE OVER
 AD5814'THE INTRACOASTAL WATERWAY, 39.1 FEET SOUTH OF THE CENTERLINE OF OCEAN
 AD5814'AVENUE, 1.7 FEET SOUTH OF THE CENTER OF A METAL MANHOLE COVER, 78.1
 AD5814'FEET SOUTH OF BENCH MARK 2718 F 1981 BSM, AND 26.2 FEET WEST OF A
 AD5814'CONCRETE POWER POLE NUMBER 7EM114.
 AD5814'THE MARK IS 0.7 FT ABOVE HIGHWAY.
 AD5814
 AD5814                          STATION RECOVERY (1986)
 AD5814
 AD5814'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1989)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1991)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1994)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1995)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (2001)
 AD5814
 AD5814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5814'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5814
 AD5814                          STATION RECOVERY (2003)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5814'NEW BRIDGE BUILT AND NEW BRICK SIDEWALKS INSTALLED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5811 ***********************************************************************
 AD5811  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5811  DESIGNATION -  872 2718 TIDAL 1
 AD5811  PID         -  AD5811
 AD5811  STATE/COUNTY-  FL/PALM BEACH
 AD5811  USGS QUAD   -  LAKE WORTH (1983)
 AD5811
 AD5811                         *CURRENT SURVEY CONTROL
 AD5811  ___________________________________________________________________
 AD5811* NAD 83(1986)-  26 31 41.     (N)    080 03 14.     (W)     SCALED    
 AD5811* NAVD 88     -         3.369  (meters)      11.05   (feet)  ADJUSTED  
 AD5811  ___________________________________________________________________
 AD5811  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AD5811  DYNAMIC HT  -           3.364 (meters)      11.04  (feet)  COMP
 AD5811  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 AD5811
 AD5811  VERT ORDER  -  SECOND    CLASS I
 AD5811
 AD5811.The horizontal coordinates were scaled from a topographic map and have
 AD5811.an estimated accuracy of +/- 6 seconds.
 AD5811
 AD5811.The orthometric height was determined by differential leveling
 AD5811.and adjusted by the National Geodetic Survey in June 1991..
 AD5811
 AD5811.This Tidal Bench Mark is designated as VM 5619
 AD5811.by the Center for Operational Oceanographic Products and Services.
 AD5811
 AD5811.The geoid height was determined by GEOID03.
 AD5811
 AD5811.The dynamic height is computed by dividing the NAVD 88
 AD5811.geopotential number by the normal gravity value computed on the
 AD5811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5811.degrees latitude (g = 980.6199 gals.).
 AD5811
 AD5811.The modeled gravity was interpolated from observed gravity values.
 AD5811
 AD5811;                    North         East    Units  Estimated Accuracy
 AD5811;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5811
 AD5811                          SUPERSEDED SURVEY CONTROL
 AD5811
 AD5811  NGVD 29 (09/01/92)    3.844  (m)           12.61   (f) ADJUSTED    2 1
 AD5811
 AD5811.Superseded values are not recommended for survey control.
 AD5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5811.See file dsdata.txt to determine how the superseded data were derived.
 AD5811
 AD5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5811_MARKER: DJ = TIDAL STATION DISK
 AD5811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5811_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD5811_STAMPING: NO 1 1973
 AD5811_MARK LOGO: NOS   
 AD5811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5811
 AD5811  HISTORY     - Date     Condition        Report By
 AD5811  HISTORY     - 1973     MONUMENTED       NOS
 AD5811  HISTORY     - 1980     GOOD             FLDNR
 AD5811  HISTORY     - 1989     GOOD             USPSQD
 AD5811  HISTORY     - 19910724 GOOD             USPSQD
 AD5811  HISTORY     - 19940512 GOOD             USPSQD
 AD5811  HISTORY     - 19950404 GOOD             USPSQD
 AD5811  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5811  HISTORY     - 20020201 MARK NOT FOUND   USPSQD
 AD5811  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AD5811
 AD5811                          STATION DESCRIPTION
 AD5811
 AD5811'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5811'IN BOYNTON BEACH.
 AD5811'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5811'U.S. HIGHWAY 1, GO EAST 0.25 MILE ON OCEAN AVENUE TO THE BRIDGE OVER
 AD5811'THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS SET IN TOP OF THE
 AD5811'NORTHWEST BRIDGE ABUTMENT, 18 FEET NORTH OF THE BRIDGE CENTERLINE,
 AD5811'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5811'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 AD5811
 AD5811                          STATION RECOVERY (1989)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (1991)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (1994)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (1995)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (2001)
 AD5811
 AD5811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5811'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5811
 AD5811                          STATION RECOVERY (2002)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 2002 (BJS)
 AD5811'BRIDGE DEMOLISHED AND NEW BRIDGE BUILT ON SITE
 AD5811
 AD5811                          STATION RECOVERY (2004)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5812 ***********************************************************************
 AD5812  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5812  DESIGNATION -  872 2718 TIDAL 2
 AD5812  PID         -  AD5812
 AD5812  STATE/COUNTY-  FL/PALM BEACH
 AD5812  USGS QUAD   -  LAKE WORTH (1983)
 AD5812
 AD5812                         *CURRENT SURVEY CONTROL
 AD5812  ___________________________________________________________________
 AD5812* NAD 83(1986)-  26 31 41.     (N)    080 03 14.     (W)     SCALED    
 AD5812* NAVD 88     -         3.373  (meters)      11.07   (feet)  ADJUSTED  
 AD5812  ___________________________________________________________________
 AD5812  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AD5812  DYNAMIC HT  -           3.368 (meters)      11.05  (feet)  COMP
 AD5812  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 AD5812
 AD5812  VERT ORDER  -  SECOND    CLASS I
 AD5812
 AD5812.The horizontal coordinates were scaled from a topographic map and have
 AD5812.an estimated accuracy of +/- 6 seconds.
 AD5812
 AD5812.The orthometric height was determined by differential leveling
 AD5812.and adjusted by the National Geodetic Survey in June 1991..
 AD5812
 AD5812.This Tidal Bench Mark is designated as VM 5620
 AD5812.by the Center for Operational Oceanographic Products and Services.
 AD5812
 AD5812.The geoid height was determined by GEOID03.
 AD5812
 AD5812.The dynamic height is computed by dividing the NAVD 88
 AD5812.geopotential number by the normal gravity value computed on the
 AD5812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5812.degrees latitude (g = 980.6199 gals.).
 AD5812
 AD5812.The modeled gravity was interpolated from observed gravity values.
 AD5812
 AD5812;                    North         East    Units  Estimated Accuracy
 AD5812;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5812
 AD5812                          SUPERSEDED SURVEY CONTROL
 AD5812
 AD5812  NGVD 29 (09/01/92)    3.849  (m)           12.63   (f) ADJUSTED    2 1
 AD5812
 AD5812.Superseded values are not recommended for survey control.
 AD5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5812.See file dsdata.txt to determine how the superseded data were derived.
 AD5812
 AD5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5812_MARKER: DJ = TIDAL STATION DISK
 AD5812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5812_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD5812_STAMPING: NO 2 1973
 AD5812_MARK LOGO: NOS   
 AD5812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5812
 AD5812  HISTORY     - Date     Condition        Report By
 AD5812  HISTORY     - 1973     MONUMENTED       NOS
 AD5812  HISTORY     - 1980     GOOD             FLDNR
 AD5812  HISTORY     - 1989     GOOD             USPSQD
 AD5812  HISTORY     - 19910724 GOOD             USPSQD
 AD5812  HISTORY     - 19940512 GOOD             USPSQD
 AD5812  HISTORY     - 19950404 GOOD             USPSQD
 AD5812  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5812  HISTORY     - 20020201 MARK NOT FOUND   USPSQD
 AD5812  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AD5812
 AD5812                          STATION DESCRIPTION
 AD5812
 AD5812'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5812'IN BOYNTON BEACH.
 AD5812'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5812'U.S. HIGHWAY 1, GO EAST 0.25 MILE ON OCEAN AVENUE TO THE BRIDGE OVER
 AD5812'THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS SET IN TOP OF THE
 AD5812'NORTHEAST BRIDGE ABUTMENT, 19 FEET NORTH OF THE HIGHWAY CENTERLINE,
 AD5812'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5812'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 AD5812
 AD5812                          STATION RECOVERY (1989)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (1991)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (1994)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (1995)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (2001)
 AD5812
 AD5812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5812'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5812
 AD5812                          STATION RECOVERY (2002)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 2002 (BJS)
 AD5812'BRIDGE DEMOLISHED AND NEW BRIDGE BUILT ON SITE
 AD5812
 AD5812                          STATION RECOVERY (2004)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5818 ***********************************************************************
 AD5818  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5818  DESIGNATION -  872 2746 F TIDAL
 AD5818  PID         -  AD5818
 AD5818  STATE/COUNTY-  FL/PALM BEACH
 AD5818  USGS QUAD   -  DELRAY BEACH (1983)
 AD5818
 AD5818                         *CURRENT SURVEY CONTROL
 AD5818  ___________________________________________________________________
 AD5818* NAD 83(1986)-  26 28 25.     (N)    080 03 41.     (W)     SCALED    
 AD5818* NAVD 88     -         3.866  (meters)      12.68   (feet)  ADJUSTED  
 AD5818  ___________________________________________________________________
 AD5818  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AD5818  DYNAMIC HT  -           3.860 (meters)      12.66  (feet)  COMP
 AD5818  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AD5818
 AD5818  VERT ORDER  -  FIRST     CLASS II
 AD5818
 AD5818.The horizontal coordinates were scaled from a topographic map and have
 AD5818.an estimated accuracy of +/- 6 seconds.
 AD5818
 AD5818.The orthometric height was determined by differential leveling
 AD5818.and adjusted by the National Geodetic Survey in June 1991..
 AD5818
 AD5818.This Tidal Bench Mark is designated as VM 5629
 AD5818.by the Center for Operational Oceanographic Products and Services.
 AD5818
 AD5818.The geoid height was determined by GEOID03.
 AD5818
 AD5818.The dynamic height is computed by dividing the NAVD 88
 AD5818.geopotential number by the normal gravity value computed on the
 AD5818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5818.degrees latitude (g = 980.6199 gals.).
 AD5818
 AD5818.The modeled gravity was interpolated from observed gravity values.
 AD5818
 AD5818;                    North         East    Units  Estimated Accuracy
 AD5818;SPC FL E     -   237,430.      293,590.      MT  (+/- 180 meters Scaled)
 AD5818
 AD5818                          SUPERSEDED SURVEY CONTROL
 AD5818
 AD5818  NGVD 29 (09/01/92)    4.339  (m)           14.24   (f) ADJUSTED    1 2
 AD5818
 AD5818.Superseded values are not recommended for survey control.
 AD5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5818.See file dsdata.txt to determine how the superseded data were derived.
 AD5818
 AD5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK935284(NAD 83)
 AD5818_MARKER: DJ = TIDAL STATION DISK
 AD5818_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5818_SP_SET: ABUTMENT
 AD5818_STAMPING: 2746 F
 AD5818_MARK LOGO: FLDT  
 AD5818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5818+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AD5818
 AD5818  HISTORY     - Date     Condition        Report By
 AD5818  HISTORY     - UNK      MONUMENTED       FLDT
 AD5818  HISTORY     - 1980     GOOD             FLDNR
 AD5818  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5818  HISTORY     - 1990     GOOD             USPSQD
 AD5818  HISTORY     - 1990     GOOD             USPSQD
 AD5818  HISTORY     - 19910110 GOOD             NGS
 AD5818  HISTORY     - 20000915 GOOD             USPSQD
 AD5818  HISTORY     - 20031205 GOOD             USPSQD
 AD5818  HISTORY     - 20050207 GOOD             USPSQD
 AD5818
 AD5818                          STATION DESCRIPTION
 AD5818
 AD5818'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5818'IN DELRAY BEACH.
 AD5818'BEGIN AT THE JUNCTION OF STATE HIGHWAY S-806A (N.E. 8TH AVENUE) WITH
 AD5818'U.S. HIGHWAY 1 IN DELRAY BEACH, GO EAST 0.4 MILE ON S-806A TO THE
 AD5818'BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 20
 AD5818'FEET NORTH OF THE HIGHWAY CENTERLINE, SET FLUSH IN THE TOP OF THE
 AD5818'NORTHEAST ABUTMENT.
 AD5818
 AD5818                          STATION RECOVERY (1989)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5818'MARK NOT FOUND.
 AD5818
 AD5818                          STATION RECOVERY (1990)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (1990)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (1991)
 AD5818
 AD5818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5818'0.6 KM (0.4 MI) EASTERLY ALONG NORTHEAST 8TH STREET (GEORGE BUSH
 AD5818'BOULEVARD) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S.
 AD5818'HIGHWAY 1) IN DELRAY BEACH, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE
 AD5818'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING
 AD5818'THE INTRACOASTAL WATERWAY, 5.8 M (19.0 FT) NORTH OF THE STREET
 AD5818'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AD5818
 AD5818                          STATION RECOVERY (2000)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (2003)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (2005)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5816 ***********************************************************************
 AD5816  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5816  DESIGNATION -  872 2746 TIDAL 1
 AD5816  PID         -  AD5816
 AD5816  STATE/COUNTY-  FL/PALM BEACH
 AD5816  USGS QUAD   -  DELRAY BEACH (1983)
 AD5816
 AD5816                         *CURRENT SURVEY CONTROL
 AD5816  ___________________________________________________________________
 AD5816* NAD 83(1986)-  26 28 25.     (N)    080 03 41.     (W)     SCALED    
 AD5816* NAVD 88     -         3.780  (meters)      12.40   (feet)  ADJUSTED  
 AD5816  ___________________________________________________________________
 AD5816  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AD5816  DYNAMIC HT  -           3.774 (meters)      12.38  (feet)  COMP
 AD5816  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AD5816
 AD5816  VERT ORDER  -  FIRST     CLASS II
 AD5816
 AD5816.The horizontal coordinates were scaled from a topographic map and have
 AD5816.an estimated accuracy of +/- 6 seconds.
 AD5816
 AD5816.The orthometric height was determined by differential leveling
 AD5816.and adjusted by the National Geodetic Survey in June 1991..
 AD5816
 AD5816.This Tidal Bench Mark is designated as VM 5626
 AD5816.by the Center for Operational Oceanographic Products and Services.
 AD5816
 AD5816.The geoid height was determined by GEOID03.
 AD5816
 AD5816.The dynamic height is computed by dividing the NAVD 88
 AD5816.geopotential number by the normal gravity value computed on the
 AD5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5816.degrees latitude (g = 980.6199 gals.).
 AD5816
 AD5816.The modeled gravity was interpolated from observed gravity values.
 AD5816
 AD5816;                    North         East    Units  Estimated Accuracy
 AD5816;SPC FL E     -   237,430.      293,590.      MT  (+/- 180 meters Scaled)
 AD5816
 AD5816                          SUPERSEDED SURVEY CONTROL
 AD5816
 AD5816  NGVD 29 (09/01/92)    4.253  (m)           13.95   (f) ADJUSTED    1 2
 AD5816
 AD5816.Superseded values are not recommended for survey control.
 AD5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5816.See file dsdata.txt to determine how the superseded data were derived.
 AD5816
 AD5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK935284(NAD 83)
 AD5816_MARKER: DJ = TIDAL STATION DISK
 AD5816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5816_SP_SET: ABUTMENT
 AD5816_STAMPING: NO 1 1973
 AD5816_MARK LOGO: NOS   
 AD5816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5816+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AD5816
 AD5816  HISTORY     - Date     Condition        Report By
 AD5816  HISTORY     - 1973     MONUMENTED       NOS
 AD5816  HISTORY     - 1980     GOOD             FLDNR
 AD5816  HISTORY     - 1989     GOOD             USPSQD
 AD5816  HISTORY     - 1990     GOOD             USPSQD
 AD5816  HISTORY     - 1990     GOOD             USPSQD
 AD5816  HISTORY     - 19910110 GOOD             NGS
 AD5816  HISTORY     - 19910723 GOOD             USPSQD
 AD5816  HISTORY     - 20000915 GOOD             USPSQD
 AD5816  HISTORY     - 20031202 GOOD             USPSQD
 AD5816  HISTORY     - 20050207 GOOD             USPSQD
 AD5816
 AD5816                          STATION DESCRIPTION
 AD5816
 AD5816'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5816'IN DELRAY BEACH.
 AD5816'BEGIN AT THE JUNCTION OF STATE HIGHWAY S-806A (N.E. 8TH AVENUE) WITH
 AD5816'U.S. HIGHWAY 1 IN DELRAY BEACH, GO EAST 0.4 MILE ON S-806A TO THE
 AD5816'BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS
 AD5816'15 FEET NORTH OF THE HIGHWAY CENTERLINE AND IS SET FLUSH IN THE
 AD5816'CONCRETE WALK AT THE NORTHWEST CORNER OF THE BRIDGE, AND RECOVERED AS
 AD5816'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5816
 AD5816                          STATION RECOVERY (1989)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (1990)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (1990)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (1991)
 AD5816
 AD5816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5816'0.5 KM (0.3 MI) EASTERLY ALONG NORTHEAST 8TH STREET (GEORGE BUSH
 AD5816'BOULEVARD) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S.
 AD5816'HIGHWAY 1) IN DELRAY BEACH, IN TOP OF AND 1.0 M (3.3 FT) SOUTH OF THE
 AD5816'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING
 AD5816'THE INTRACOASTAL WATERWAY, 4.6 M (15.1 FT) NORTH OF THE STREET
 AD5816'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AD5816
 AD5816                          STATION RECOVERY (1991)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2000)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2003)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2005)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5823 ***********************************************************************
 AD5823  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5823  DESIGNATION -  872 2761 TIDAL 1
 AD5823  PID         -  AD5823
 AD5823  STATE/COUNTY-  FL/PALM BEACH
 AD5823  USGS QUAD   -  DELRAY BEACH (1983)
 AD5823
 AD5823                         *CURRENT SURVEY CONTROL
 AD5823  ___________________________________________________________________
 AD5823* NAD 83(1986)-  26 26 50.     (N)    080 03 57.     (W)     SCALED    
 AD5823* NAVD 88     -         1.495  (meters)       4.90   (feet)  ADJUSTED  
 AD5823  ___________________________________________________________________
 AD5823  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AD5823  DYNAMIC HT  -           1.492 (meters)       4.89  (feet)  COMP
 AD5823  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 AD5823
 AD5823  VERT ORDER  -  SECOND    CLASS I
 AD5823
 AD5823.The horizontal coordinates were scaled from a topographic map and have
 AD5823.an estimated accuracy of +/- 6 seconds.
 AD5823
 AD5823.The orthometric height was determined by differential leveling
 AD5823.and adjusted by the National Geodetic Survey in June 1991..
 AD5823
 AD5823.This Tidal Bench Mark is designated as VM 5632
 AD5823.by the Center for Operational Oceanographic Products and Services.
 AD5823
 AD5823.The geoid height was determined by GEOID03.
 AD5823
 AD5823.The dynamic height is computed by dividing the NAVD 88
 AD5823.geopotential number by the normal gravity value computed on the
 AD5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5823.degrees latitude (g = 980.6199 gals.).
 AD5823
 AD5823.The modeled gravity was interpolated from observed gravity values.
 AD5823
 AD5823;                    North         East    Units  Estimated Accuracy
 AD5823;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5823
 AD5823                          SUPERSEDED SURVEY CONTROL
 AD5823
 AD5823  NGVD 29 (09/01/92)    1.968  (m)            6.46   (f) ADJUSTED    2 1
 AD5823
 AD5823.Superseded values are not recommended for survey control.
 AD5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5823.See file dsdata.txt to determine how the superseded data were derived.
 AD5823
 AD5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5823_MARKER: DJ = TIDAL STATION DISK
 AD5823_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5823_SP_SET: CONCRETE SEAWALL
 AD5823_STAMPING: NO 1 1973
 AD5823_MARK LOGO: NOS   
 AD5823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5823+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AD5823
 AD5823  HISTORY     - Date     Condition        Report By
 AD5823  HISTORY     - 1973     MONUMENTED       NOS
 AD5823  HISTORY     - 1980     GOOD             FLDNR
 AD5823  HISTORY     - 1989     GOOD             USPSQD
 AD5823  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5823  HISTORY     - 19910723 GOOD             USPSQD
 AD5823  HISTORY     - 19950404 GOOD             USPSQD
 AD5823  HISTORY     - 20030924 GOOD             USPSQD
 AD5823  HISTORY     - 20041013 GOOD             USPSQD
 AD5823  HISTORY     - 20051014 GOOD             USPSQD
 AD5823
 AD5823                          STATION DESCRIPTION
 AD5823
 AD5823'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5823'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5823'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5823'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5823'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5823'THE DEL MAR MARINA AND THE MARK.  THE MARK BEARS 66.25 FEET SOUTH
 AD5823'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MARINA YARD OFFICE, 60 FEET
 AD5823'WEST OF THE EAST EDGE OF THE SEAWALL ALONG THE INTRACOASTAL WATERWAY,
 AD5823'AND 1.3 FEET EAST OF THE WEST END OF THE SOUTHERNMOST SEAWALL AT THE
 AD5823'MARINA, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5823
 AD5823                          STATION RECOVERY (1989)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (1990)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5823'MARK NOT FOUND.
 AD5823
 AD5823                          STATION RECOVERY (1991)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (1995)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (2003)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (2004)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (2005)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5822 ***********************************************************************
 AD5822  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5822  DESIGNATION -  872 2761 TIDAL 2
 AD5822  PID         -  AD5822
 AD5822  STATE/COUNTY-  FL/PALM BEACH
 AD5822  USGS QUAD   -  DELRAY BEACH (1983)
 AD5822
 AD5822                         *CURRENT SURVEY CONTROL
 AD5822  ___________________________________________________________________
 AD5822* NAD 83(1986)-  26 26 50.     (N)    080 03 57.     (W)     SCALED    
 AD5822* NAVD 88     -         1.497  (meters)       4.91   (feet)  ADJUSTED  
 AD5822  ___________________________________________________________________
 AD5822  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AD5822  DYNAMIC HT  -           1.495 (meters)       4.90  (feet)  COMP
 AD5822  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 AD5822
 AD5822  VERT ORDER  -  SECOND    CLASS I
 AD5822
 AD5822.The horizontal coordinates were scaled from a topographic map and have
 AD5822.an estimated accuracy of +/- 6 seconds.
 AD5822
 AD5822.The orthometric height was determined by differential leveling
 AD5822.and adjusted by the National Geodetic Survey in June 1991..
 AD5822
 AD5822.This Tidal Bench Mark is designated as VM 5633
 AD5822.by the Center for Operational Oceanographic Products and Services.
 AD5822
 AD5822.The geoid height was determined by GEOID03.
 AD5822
 AD5822.The dynamic height is computed by dividing the NAVD 88
 AD5822.geopotential number by the normal gravity value computed on the
 AD5822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5822.degrees latitude (g = 980.6199 gals.).
 AD5822
 AD5822.The modeled gravity was interpolated from observed gravity values.
 AD5822
 AD5822;                    North         East    Units  Estimated Accuracy
 AD5822;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5822
 AD5822                          SUPERSEDED SURVEY CONTROL
 AD5822
 AD5822  NGVD 29 (09/01/92)    1.970  (m)            6.46   (f) ADJUSTED    2 1
 AD5822
 AD5822.Superseded values are not recommended for survey control.
 AD5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5822.See file dsdata.txt to determine how the superseded data were derived.
 AD5822
 AD5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5822_MARKER: DJ = TIDAL STATION DISK
 AD5822_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5822_SP_SET: CONCRETE SEAWALL
 AD5822_STAMPING: NO 2 1973
 AD5822_MARK LOGO: NOS   
 AD5822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5822+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AD5822
 AD5822  HISTORY     - Date     Condition        Report By
 AD5822  HISTORY     - 1973     MONUMENTED       NOS
 AD5822  HISTORY     - 1980     GOOD             FLDNR
 AD5822  HISTORY     - 1989     GOOD             USPSQD
 AD5822  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5822  HISTORY     - 1990     GOOD             USPSQD
 AD5822  HISTORY     - 19910722 GOOD             USPSQD
 AD5822  HISTORY     - 19950404 GOOD             USPSQD
 AD5822  HISTORY     - 20030924 GOOD             USPSQD
 AD5822  HISTORY     - 20041013 GOOD             USPSQD
 AD5822  HISTORY     - 20051014 GOOD             USPSQD
 AD5822
 AD5822                          STATION DESCRIPTION
 AD5822
 AD5822'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5822'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5822'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5822'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5822'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5822'THE DEL MAR MARINA AND THE MARK.  THE MARK BEARS 32.8 FEET WEST OF THE
 AD5822'EAST EDGE OF THE SEAWALL AT THE INTRACOASTAL WATERWAY AND 4.9 FEET
 AD5822'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MARINA YARD OFFICE, AND
 AD5822'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5822
 AD5822                          STATION RECOVERY (1989)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (1990)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5822'MARK NOT FOUND.
 AD5822
 AD5822                          STATION RECOVERY (1990)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (1991)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (1995)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (2003)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (2004)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (2005)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5821 ***********************************************************************
 AD5821  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5821  DESIGNATION -  872 2761 TIDAL 3
 AD5821  PID         -  AD5821
 AD5821  STATE/COUNTY-  FL/PALM BEACH
 AD5821  USGS QUAD   -  DELRAY BEACH (1983)
 AD5821
 AD5821                         *CURRENT SURVEY CONTROL
 AD5821  ___________________________________________________________________
 AD5821* NAD 83(1986)-  26 26 50.     (N)    080 03 57.     (W)     SCALED    
 AD5821* NAVD 88     -         1.498  (meters)       4.91   (feet)  ADJUSTED  
 AD5821  ___________________________________________________________________
 AD5821  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AD5821  DYNAMIC HT  -           1.496 (meters)       4.91  (feet)  COMP
 AD5821  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 AD5821
 AD5821  VERT ORDER  -  SECOND    CLASS I
 AD5821
 AD5821.The horizontal coordinates were scaled from a topographic map and have
 AD5821.an estimated accuracy of +/- 6 seconds.
 AD5821
 AD5821.The orthometric height was determined by differential leveling
 AD5821.and adjusted by the National Geodetic Survey in June 1991..
 AD5821
 AD5821.This Tidal Bench Mark is designated as VM 5634
 AD5821.by the Center for Operational Oceanographic Products and Services.
 AD5821
 AD5821.The geoid height was determined by GEOID03.
 AD5821
 AD5821.The dynamic height is computed by dividing the NAVD 88
 AD5821.geopotential number by the normal gravity value computed on the
 AD5821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5821.degrees latitude (g = 980.6199 gals.).
 AD5821
 AD5821.The modeled gravity was interpolated from observed gravity values.
 AD5821
 AD5821;                    North         East    Units  Estimated Accuracy
 AD5821;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5821
 AD5821                          SUPERSEDED SURVEY CONTROL
 AD5821
 AD5821  NGVD 29 (09/01/92)    1.971  (m)            6.47   (f) ADJUSTED    2 1
 AD5821
 AD5821.Superseded values are not recommended for survey control.
 AD5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5821.See file dsdata.txt to determine how the superseded data were derived.
 AD5821
 AD5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5821_MARKER: DJ = TIDAL STATION DISK
 AD5821_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5821_SP_SET: CONCRETE SEAWALL
 AD5821_STAMPING: NO 3 1973
 AD5821_MARK LOGO: NOS   
 AD5821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5821+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AD5821
 AD5821  HISTORY     - Date     Condition        Report By
 AD5821  HISTORY     - 1973     MONUMENTED       NOS
 AD5821  HISTORY     - 1980     GOOD             FLDNR
 AD5821  HISTORY     - 1989     GOOD             USPSQD
 AD5821  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5821  HISTORY     - 1990     GOOD             USPSQD
 AD5821  HISTORY     - 19910722 GOOD             USPSQD
 AD5821  HISTORY     - 19950404 GOOD             USPSQD
 AD5821  HISTORY     - 20030924 GOOD             USPSQD
 AD5821  HISTORY     - 20041013 GOOD             USPSQD
 AD5821  HISTORY     - 20051014 GOOD             USPSQD
 AD5821
 AD5821                          STATION DESCRIPTION
 AD5821
 AD5821'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5821'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5821'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5821'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5821'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5821'THE DEL MAR MARINA AND THE MARK.  THE MARK IS 98 FEET WEST OF THE
 AD5821'SOUTHWEST CORNER OF THE MARINA YARD OFFICE, AND RECOVERED AS DESCRIBED
 AD5821'IN NOS TIDAL DATA, QUAD 260802.
 AD5821
 AD5821                          STATION RECOVERY (1989)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (1990)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5821'MARK NOT FOUND.
 AD5821
 AD5821                          STATION RECOVERY (1990)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (1991)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (1995)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (2003)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (2004)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (2005)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5820 ***********************************************************************
 AD5820  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5820  DESIGNATION -  872 2761 TIDAL 4
 AD5820  PID         -  AD5820
 AD5820  STATE/COUNTY-  FL/PALM BEACH
 AD5820  USGS QUAD   -  DELRAY BEACH (1983)
 AD5820
 AD5820                         *CURRENT SURVEY CONTROL
 AD5820  ___________________________________________________________________
 AD5820* NAD 83(1986)-  26 26 50.     (N)    080 03 57.     (W)     SCALED    
 AD5820* NAVD 88     -         1.488  (meters)       4.88   (feet)  ADJUSTED  
 AD5820  ___________________________________________________________________
 AD5820  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AD5820  DYNAMIC HT  -           1.486 (meters)       4.88  (feet)  COMP
 AD5820  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 AD5820
 AD5820  VERT ORDER  -  SECOND    CLASS I
 AD5820
 AD5820.The horizontal coordinates were scaled from a topographic map and have
 AD5820.an estimated accuracy of +/- 6 seconds.
 AD5820
 AD5820.The orthometric height was determined by differential leveling
 AD5820.and adjusted by the National Geodetic Survey in June 1991..
 AD5820
 AD5820.This Tidal Bench Mark is designated as VM 5635
 AD5820.by the Center for Operational Oceanographic Products and Services.
 AD5820
 AD5820.The geoid height was determined by GEOID03.
 AD5820
 AD5820.The dynamic height is computed by dividing the NAVD 88
 AD5820.geopotential number by the normal gravity value computed on the
 AD5820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5820.degrees latitude (g = 980.6199 gals.).
 AD5820
 AD5820.The modeled gravity was interpolated from observed gravity values.
 AD5820
 AD5820;                    North         East    Units  Estimated Accuracy
 AD5820;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5820
 AD5820                          SUPERSEDED SURVEY CONTROL
 AD5820
 AD5820  NGVD 29 (09/01/92)    1.961  (m)            6.43   (f) ADJUSTED    2 1
 AD5820
 AD5820.Superseded values are not recommended for survey control.
 AD5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5820.See file dsdata.txt to determine how the superseded data were derived.
 AD5820
 AD5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5820_MARKER: DJ = TIDAL STATION DISK
 AD5820_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5820_SP_SET: CONCRETE SEAWALL
 AD5820_STAMPING: NO 4 1973
 AD5820_MARK LOGO: NOS   
 AD5820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5820
 AD5820  HISTORY     - Date     Condition        Report By
 AD5820  HISTORY     - 1973     MONUMENTED       NOS
 AD5820  HISTORY     - 1980     GOOD             FLDNR
 AD5820  HISTORY     - 1989     GOOD             USPSQD
 AD5820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5820  HISTORY     - 1990     GOOD             USPSQD
 AD5820  HISTORY     - 19910722 GOOD             USPSQD
 AD5820  HISTORY     - 19950404 GOOD             USPSQD
 AD5820  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 AD5820  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AD5820  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5820  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 AD5820
 AD5820                          STATION DESCRIPTION
 AD5820
 AD5820'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5820'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5820'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5820'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5820'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5820'THE DEL MAR MARINA AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5820'SEAWALL, 4.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STORAGE SHED
 AD5820'AT THE SOUTHWEST CORNER OF THE MARINA BASIN, AND RECOVERED AS
 AD5820'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5820
 AD5820                          STATION RECOVERY (1989)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (1990)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5820'MARK NOT FOUND.
 AD5820
 AD5820                          STATION RECOVERY (1990)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (1991)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (1995)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (2003)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5820'MARK NOT FOUND.
 AD5820
 AD5820                          STATION RECOVERY (2004)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5820'MARK NOT FOUND.
 AD5820
 AD5820                          STATION RECOVERY (2005)
 AD5820
 AD5820'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5820'MARK NOT FOUND
 AD5820' 
 AD5820' 
 AD5820
 AD5820                          STATION RECOVERY (2005)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5820'UNDER BOARDWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5819 ***********************************************************************
 AD5819  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5819  DESIGNATION -  872 2761 TIDAL 5
 AD5819  PID         -  AD5819
 AD5819  STATE/COUNTY-  FL/PALM BEACH
 AD5819  USGS QUAD   -  DELRAY BEACH (1983)
 AD5819
 AD5819                         *CURRENT SURVEY CONTROL
 AD5819  ___________________________________________________________________
 AD5819* NAD 83(1986)-  26 26 50.     (N)    080 03 57.     (W)     SCALED    
 AD5819* NAVD 88     -         1.480  (meters)       4.86   (feet)  ADJUSTED  
 AD5819  ___________________________________________________________________
 AD5819  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AD5819  DYNAMIC HT  -           1.477 (meters)       4.85  (feet)  COMP
 AD5819  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 AD5819
 AD5819  VERT ORDER  -  SECOND    CLASS I
 AD5819
 AD5819.The horizontal coordinates were scaled from a topographic map and have
 AD5819.an estimated accuracy of +/- 6 seconds.
 AD5819
 AD5819.The orthometric height was determined by differential leveling
 AD5819.and adjusted by the National Geodetic Survey in June 1991..
 AD5819
 AD5819.This Tidal Bench Mark is designated as VM 5636
 AD5819.by the Center for Operational Oceanographic Products and Services.
 AD5819
 AD5819.The geoid height was determined by GEOID03.
 AD5819
 AD5819.The dynamic height is computed by dividing the NAVD 88
 AD5819.geopotential number by the normal gravity value computed on the
 AD5819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5819.degrees latitude (g = 980.6199 gals.).
 AD5819
 AD5819.The modeled gravity was interpolated from observed gravity values.
 AD5819
 AD5819;                    North         East    Units  Estimated Accuracy
 AD5819;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5819
 AD5819                          SUPERSEDED SURVEY CONTROL
 AD5819
 AD5819  NGVD 29 (09/01/92)    1.953  (m)            6.41   (f) ADJUSTED    2 1
 AD5819
 AD5819.Superseded values are not recommended for survey control.
 AD5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5819.See file dsdata.txt to determine how the superseded data were derived.
 AD5819
 AD5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5819_MARKER: DJ = TIDAL STATION DISK
 AD5819_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5819_SP_SET: CONCRETE SEAWALL
 AD5819_STAMPING: NO 5 1973
 AD5819_MARK LOGO: NOS   
 AD5819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5819+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AD5819
 AD5819  HISTORY     - Date     Condition        Report By
 AD5819  HISTORY     - 1973     MONUMENTED       NOS
 AD5819  HISTORY     - 1980     GOOD             FLDNR
 AD5819  HISTORY     - 1989     GOOD             USPSQD
 AD5819  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5819  HISTORY     - 1990     GOOD             USPSQD
 AD5819  HISTORY     - 19910723 GOOD             USPSQD
 AD5819  HISTORY     - 19950404 GOOD             USPSQD
 AD5819  HISTORY     - 20030924 GOOD             USPSQD
 AD5819  HISTORY     - 20041013 GOOD             USPSQD
 AD5819  HISTORY     - 20051014 GOOD             USPSQD
 AD5819
 AD5819                          STATION DESCRIPTION
 AD5819
 AD5819'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5819'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5819'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5819'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5819'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5819'THE DEL MAR MARINA AND THE MARK.  THE MARK IS SET FLUSH IN THE TOP OF
 AD5819'THE SOUTH BOAT LIFT WALL, 1.5 FEET WEST OF THE EAST END OF THE WALL
 AD5819'AND 1 FOOT NORTH OF THE MAIN SEAWALL, AND RECOVERED AS DESCRIBED IN
 AD5819'NOS TIDAL DATA, QUAD 260802.
 AD5819
 AD5819                          STATION RECOVERY (1989)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (1990)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5819'MARK NOT FOUND.
 AD5819
 AD5819                          STATION RECOVERY (1990)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (1991)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (1995)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (2003)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (2004)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (2005)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5828 ***********************************************************************
 AD5828  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5828  DESIGNATION -  872 2784 F TIDAL
 AD5828  PID         -  AD5828
 AD5828  STATE/COUNTY-  FL/PALM BEACH
 AD5828  USGS QUAD   -  DELRAY BEACH (1983)
 AD5828
 AD5828                         *CURRENT SURVEY CONTROL
 AD5828  ___________________________________________________________________
 AD5828* NAD 83(1986)-  26 24 19.     (N)    080 04 17.     (W)     SCALED    
 AD5828* NAVD 88     -         1.473  (meters)       4.83   (feet)  ADJUSTED  
 AD5828  ___________________________________________________________________
 AD5828  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AD5828  DYNAMIC HT  -           1.471 (meters)       4.83  (feet)  COMP
 AD5828  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AD5828
 AD5828  VERT ORDER  -  SECOND    CLASS I
 AD5828
 AD5828.The horizontal coordinates were scaled from a topographic map and have
 AD5828.an estimated accuracy of +/- 6 seconds.
 AD5828
 AD5828.The orthometric height was determined by differential leveling
 AD5828.and adjusted by the National Geodetic Survey in June 1991..
 AD5828
 AD5828.This Tidal Bench Mark is designated as VM 5640
 AD5828.by the Center for Operational Oceanographic Products and Services.
 AD5828
 AD5828.The geoid height was determined by GEOID03.
 AD5828
 AD5828.The dynamic height is computed by dividing the NAVD 88
 AD5828.geopotential number by the normal gravity value computed on the
 AD5828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5828.degrees latitude (g = 980.6199 gals.).
 AD5828
 AD5828.The modeled gravity was interpolated from observed gravity values.
 AD5828
 AD5828;                    North         East    Units  Estimated Accuracy
 AD5828;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5828
 AD5828                          SUPERSEDED SURVEY CONTROL
 AD5828
 AD5828  NGVD 29 (09/01/92)    1.942  (m)            6.37   (f) ADJUSTED    2 1
 AD5828
 AD5828.Superseded values are not recommended for survey control.
 AD5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5828.See file dsdata.txt to determine how the superseded data were derived.
 AD5828
 AD5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5828_MARKER: DJ = TIDAL STATION DISK
 AD5828_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5828_SP_SET: CONCRETE BOX DRAIN
 AD5828_STAMPING: 2784 F 1981
 AD5828_MARK LOGO: NOS   
 AD5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5828+STABILITY: SURFACE MOTION
 AD5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5828+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AD5828
 AD5828  HISTORY     - Date     Condition        Report By
 AD5828  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5828  HISTORY     - 1989     GOOD             USPSQD
 AD5828  HISTORY     - 1989     GOOD             USPSQD
 AD5828  HISTORY     - 1990     GOOD             USPSQD
 AD5828  HISTORY     - 19910719 GOOD             USPSQD
 AD5828  HISTORY     - 19950404 GOOD             USPSQD
 AD5828  HISTORY     - 19950722 GOOD             USPSQD
 AD5828  HISTORY     - 20040207 GOOD             USPSQD
 AD5828
 AD5828                          STATION DESCRIPTION
 AD5828
 AD5828'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5828'0.8 MI NE FROM BOCA RATON.
 AD5828'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 794 WEST AND
 AD5828'U.S. HIGHWAY 1 IN NORTH BOCA RATON, GO NORTH ON U.S. 1 0.45 MILE TO
 AD5828'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5828'MARK.  THE MARK BEARS 22.4 FEET SOUTH OF THE CENTERLINE OF JEFFREY
 AD5828'STREET, 1.35 FEET WEST OF THE SOUTH CORNER OF THE DRAIN, 16.0 FEET
 AD5828'EAST OF THE CENTERLINE OF THE WEST SIDE OF A CIRCLE DRIVE AT THE END
 AD5828'OF JEFFREY STREET, AND 51.8 FEET SOUTH OF A FENCE AND HEDGE.
 AD5828'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5828
 AD5828                          STATION RECOVERY (1989)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1989)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1990)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1991)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1995)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1995)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (2004)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5828' 
 AD5828' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5824 ***********************************************************************
 AD5824  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5824  DESIGNATION -  872 2784 TIDAL 1
 AD5824  PID         -  AD5824
 AD5824  STATE/COUNTY-  FL/PALM BEACH
 AD5824  USGS QUAD   -  DELRAY BEACH (1983)
 AD5824
 AD5824                         *CURRENT SURVEY CONTROL
 AD5824  ___________________________________________________________________
 AD5824* NAD 83(1986)-  26 24 19.     (N)    080 04 17.     (W)     SCALED    
 AD5824* NAVD 88     -         1.015  (meters)       3.33   (feet)  ADJUSTED  
 AD5824  ___________________________________________________________________
 AD5824  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AD5824  DYNAMIC HT  -           1.013 (meters)       3.32  (feet)  COMP
 AD5824  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AD5824
 AD5824  VERT ORDER  -  SECOND    CLASS I
 AD5824
 AD5824.The horizontal coordinates were scaled from a topographic map and have
 AD5824.an estimated accuracy of +/- 6 seconds.
 AD5824
 AD5824.The orthometric height was determined by differential leveling
 AD5824.and adjusted by the National Geodetic Survey in June 1991..
 AD5824
 AD5824.This Tidal Bench Mark is designated as VM 5637
 AD5824.by the Center for Operational Oceanographic Products and Services.
 AD5824
 AD5824.The geoid height was determined by GEOID03.
 AD5824
 AD5824.The dynamic height is computed by dividing the NAVD 88
 AD5824.geopotential number by the normal gravity value computed on the
 AD5824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5824.degrees latitude (g = 980.6199 gals.).
 AD5824
 AD5824.The modeled gravity was interpolated from observed gravity values.
 AD5824
 AD5824;                    North         East    Units  Estimated Accuracy
 AD5824;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5824
 AD5824                          SUPERSEDED SURVEY CONTROL
 AD5824
 AD5824  NGVD 29 (09/01/92)    1.484  (m)            4.87   (f) ADJUSTED    2 1
 AD5824
 AD5824.Superseded values are not recommended for survey control.
 AD5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5824.See file dsdata.txt to determine how the superseded data were derived.
 AD5824
 AD5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5824_MARKER: DJ = TIDAL STATION DISK
 AD5824_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5824_SP_SET: CONCRETE SEAWALL
 AD5824_STAMPING: NO 1 1973
 AD5824_MARK LOGO: NOS   
 AD5824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5824
 AD5824  HISTORY     - Date     Condition        Report By
 AD5824  HISTORY     - 1973     MONUMENTED       NOS
 AD5824  HISTORY     - 1980     GOOD             FLDNR
 AD5824  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 1989     GOOD             USPSQD
 AD5824  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 19910719 GOOD             USPSQD
 AD5824  HISTORY     - 19950404 GOOD             USPSQD
 AD5824  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5824
 AD5824                          STATION DESCRIPTION
 AD5824
 AD5824'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5824'0.8 MI NE FROM BOCA RATON.
 AD5824'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5824'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION OF
 AD5824'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5824'MARK.  THE MARK BEARS 29.7 FEET SOUTH OF THE EAST END OF A CHAIN LINK
 AD5824'FENCE THAT BORDERS THE SOUTH SIDE OF JEFFREY STREET, 157.3 FEET SOUTH
 AD5824'SOUTHWEST OF THE SOUTHEAST PROPERTY CORNER TO PORTA BELLA EAST
 AD5824'CONDOMINIUM, AND 4 FEET NORTH OF A 150 DEGREE CORNER IN THE SEAWALL,
 AD5824'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5824
 AD5824                          STATION RECOVERY (1989)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5824'MARK NOT FOUND.
 AD5824
 AD5824                          STATION RECOVERY (1989)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSL)
 AD5824'RECOVERED IN GOOD CONDITION.
 AD5824
 AD5824                          STATION RECOVERY (1990)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5824'MARK NOT FOUND.
 AD5824
 AD5824                          STATION RECOVERY (1991)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5824'RECOVERED IN GOOD CONDITION.
 AD5824
 AD5824                          STATION RECOVERY (1995)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5824'RECOVERED IN GOOD CONDITION.
 AD5824
 AD5824                          STATION RECOVERY (1995)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5824'MARK NOT FOUND.
 AD5824
 AD5824                          STATION RECOVERY (2004)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5824'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
 AD5824
 AD5824                          STATION RECOVERY (2005)
 AD5824
 AD5824'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5824'MARK NOT FOUND
 AD5824' 
 AD5824' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5825 ***********************************************************************
 AD5825  DESIGNATION -  872 2784 TIDAL 2
 AD5825  PID         -  AD5825
 AD5825  STATE/COUNTY-  FL/PALM BEACH
 AD5825  USGS QUAD   -  DELRAY BEACH (1983)
 AD5825
 AD5825                         *CURRENT SURVEY CONTROL
 AD5825  ___________________________________________________________________
 AD5825* NAD 83(1986)-  26 24 19.     (N)    080 04 17.     (W)     SCALED    
 AD5825* NAVD 88     -         0.965  (meters)       3.17   (feet)  ADJUSTED  
 AD5825  ___________________________________________________________________
 AD5825  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AD5825  DYNAMIC HT  -           0.963 (meters)       3.16  (feet)  COMP
 AD5825  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AD5825
 AD5825  VERT ORDER  -  SECOND    CLASS I
 AD5825
 AD5825.The horizontal coordinates were scaled from a topographic map and have
 AD5825.an estimated accuracy of +/- 6 seconds.
 AD5825
 AD5825.The orthometric height was determined by differential leveling
 AD5825.and adjusted by the National Geodetic Survey in June 1991..
 AD5825
 AD5825.The geoid height was determined by GEOID03.
 AD5825
 AD5825.The dynamic height is computed by dividing the NAVD 88
 AD5825.geopotential number by the normal gravity value computed on the
 AD5825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5825.degrees latitude (g = 980.6199 gals.).
 AD5825
 AD5825.The modeled gravity was interpolated from observed gravity values.
 AD5825
 AD5825;                    North         East    Units  Estimated Accuracy
 AD5825;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5825
 AD5825                          SUPERSEDED SURVEY CONTROL
 AD5825
 AD5825  NGVD 29 (09/01/92)    1.433  (m)            4.70   (f) ADJUSTED    2 1
 AD5825
 AD5825.Superseded values are not recommended for survey control.
 AD5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5825.See file dsdata.txt to determine how the superseded data were derived.
 AD5825
 AD5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5825_MARKER: DJ = TIDAL STATION DISK
 AD5825_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5825_SP_SET: CONCRETE SEAWALL
 AD5825_STAMPING: NO 2 1973
 AD5825_MARK LOGO: NOS   
 AD5825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5825
 AD5825  HISTORY     - Date     Condition        Report By
 AD5825  HISTORY     - 1973     MONUMENTED       NOS
 AD5825  HISTORY     - 1980     GOOD             FLDNR
 AD5825  HISTORY     - 1989     GOOD             USPSQD
 AD5825  HISTORY     - 1989     GOOD             USPSQD
 AD5825  HISTORY     - 1990     GOOD             USPSQD
 AD5825  HISTORY     - 19910719 GOOD             USPSQD
 AD5825  HISTORY     - 19950404 GOOD             USPSQD
 AD5825  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AD5825  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5825  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5825
 AD5825                          STATION DESCRIPTION
 AD5825
 AD5825'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5825'0.8 MI NE FROM BOCA RATON.
 AD5825'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5825'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION OF
 AD5825'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5825'MARK.  THE MARK BEARS 62.4 FEET NORTH-NORTHEAST OF THE EAST END OF A
 AD5825'CHAIN LINK FENCE THAT BORDERS THE SOUTH SIDE OF JEFFREY STREET, 66.2
 AD5825'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST PROPERTY CORNER OF THE PORTA
 AD5825'BELLA EAST CONDOMINIUMS, AND 92.3 FEET NORTH OF TIDAL BENCH MARK NO 1
 AD5825'1973, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5825
 AD5825                          STATION RECOVERY (1989)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSL)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1989)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1990)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1991)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1995)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1995)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5825'MARK NOT FOUND.
 AD5825
 AD5825                          STATION RECOVERY (2004)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5825'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
 AD5825
 AD5825                          STATION RECOVERY (2005)
 AD5825
 AD5825'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5825'MARK NOT FOUND
 AD5825' 
 AD5825' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5826 ***********************************************************************
 AD5826  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5826  DESIGNATION -  872 2784 TIDAL 3
 AD5826  PID         -  AD5826
 AD5826  STATE/COUNTY-  FL/PALM BEACH
 AD5826  USGS QUAD   -  DELRAY BEACH (1983)
 AD5826
 AD5826                         *CURRENT SURVEY CONTROL
 AD5826  ___________________________________________________________________
 AD5826* NAD 83(1986)-  26 24 19.     (N)    080 04 17.     (W)     SCALED    
 AD5826* NAVD 88     -         1.026  (meters)       3.37   (feet)  ADJUSTED  
 AD5826  ___________________________________________________________________
 AD5826  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AD5826  DYNAMIC HT  -           1.024 (meters)       3.36  (feet)  COMP
 AD5826  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AD5826
 AD5826  VERT ORDER  -  SECOND    CLASS I
 AD5826
 AD5826.The horizontal coordinates were scaled from a topographic map and have
 AD5826.an estimated accuracy of +/- 6 seconds.
 AD5826
 AD5826.The orthometric height was determined by differential leveling
 AD5826.and adjusted by the National Geodetic Survey in June 1991..
 AD5826
 AD5826.This Tidal Bench Mark is designated as VM 5638
 AD5826.by the Center for Operational Oceanographic Products and Services.
 AD5826
 AD5826.The geoid height was determined by GEOID03.
 AD5826
 AD5826.The dynamic height is computed by dividing the NAVD 88
 AD5826.geopotential number by the normal gravity value computed on the
 AD5826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5826.degrees latitude (g = 980.6199 gals.).
 AD5826
 AD5826.The modeled gravity was interpolated from observed gravity values.
 AD5826
 AD5826;                    North         East    Units  Estimated Accuracy
 AD5826;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5826
 AD5826                          SUPERSEDED SURVEY CONTROL
 AD5826
 AD5826  NGVD 29 (09/01/92)    1.494  (m)            4.90   (f) ADJUSTED    2 1
 AD5826
 AD5826.Superseded values are not recommended for survey control.
 AD5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5826.See file dsdata.txt to determine how the superseded data were derived.
 AD5826
 AD5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5826_MARKER: DJ = TIDAL STATION DISK
 AD5826_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5826_SP_SET: CONCRETE SEAWALL
 AD5826_STAMPING: NO 3 1973
 AD5826_MARK LOGO: NOS   
 AD5826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5826
 AD5826  HISTORY     - Date     Condition        Report By
 AD5826  HISTORY     - 1973     MONUMENTED       NOS
 AD5826  HISTORY     - 1980     GOOD             FLDNR
 AD5826  HISTORY     - 1989     GOOD             USPSQD
 AD5826  HISTORY     - 1989     GOOD             USPSQD
 AD5826  HISTORY     - 1990     GOOD             USPSQD
 AD5826  HISTORY     - 19910719 GOOD             USPSQD
 AD5826  HISTORY     - 19950404 GOOD             USPSQD
 AD5826  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5826
 AD5826                          STATION DESCRIPTION
 AD5826
 AD5826'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5826'0.8 MI NE FROM BOCA RATON.
 AD5826'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5826'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION
 AD5826'OF JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND
 AD5826'THE MARK.  THE MARK BEARS 50.75 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 AD5826'PROPERTY CORNER OF PORTA BELLA EAST CONDOMINIUM, 108.7 FEET SOUTH
 AD5826'SOUTHWEST OF THE NORTHEAST CORNER OF THE PEBBLE WALKWAY AROUND THE
 AD5826'SWIMMING POOL, AND 169.5 FEET SOUTH OF THE FIRST 150 DEGREE CORNER
 AD5826'SOUTH OF THE NORTHEAST CORNER OF THE SEAWALL, AND RECOVERED AS
 AD5826'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5826
 AD5826                          STATION RECOVERY (1989)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1989)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1990)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1991)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1995)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (2004)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5826'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5827 ***********************************************************************
 AD5827  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5827  DESIGNATION -  872 2784 TIDAL 4
 AD5827  PID         -  AD5827
 AD5827  STATE/COUNTY-  FL/PALM BEACH
 AD5827  USGS QUAD   -  DELRAY BEACH (1983)
 AD5827
 AD5827                         *CURRENT SURVEY CONTROL
 AD5827  ___________________________________________________________________
 AD5827* NAD 83(1986)-  26 24 19.     (N)    080 04 17.     (W)     SCALED    
 AD5827* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 AD5827  ___________________________________________________________________
 AD5827  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AD5827  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 AD5827  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AD5827
 AD5827  VERT ORDER  -  SECOND    CLASS I
 AD5827
 AD5827.The horizontal coordinates were scaled from a topographic map and have
 AD5827.an estimated accuracy of +/- 6 seconds.
 AD5827
 AD5827.The orthometric height was determined by differential leveling
 AD5827.and adjusted by the National Geodetic Survey in June 1991..
 AD5827
 AD5827.This Tidal Bench Mark is designated as VM 5639
 AD5827.by the Center for Operational Oceanographic Products and Services.
 AD5827
 AD5827.The geoid height was determined by GEOID03.
 AD5827
 AD5827.The dynamic height is computed by dividing the NAVD 88
 AD5827.geopotential number by the normal gravity value computed on the
 AD5827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5827.degrees latitude (g = 980.6199 gals.).
 AD5827
 AD5827.The modeled gravity was interpolated from observed gravity values.
 AD5827
 AD5827;                    North         East    Units  Estimated Accuracy
 AD5827;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5827
 AD5827                          SUPERSEDED SURVEY CONTROL
 AD5827
 AD5827  NGVD 29 (09/01/92)    1.490  (m)            4.89   (f) ADJUSTED    2 1
 AD5827
 AD5827.Superseded values are not recommended for survey control.
 AD5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5827.See file dsdata.txt to determine how the superseded data were derived.
 AD5827
 AD5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5827_MARKER: DJ = TIDAL STATION DISK
 AD5827_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5827_SP_SET: CONCRETE SEAWALL
 AD5827_STAMPING: NO 4 1973
 AD5827_MARK LOGO: NOS   
 AD5827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5827
 AD5827  HISTORY     - Date     Condition        Report By
 AD5827  HISTORY     - 1973     MONUMENTED       NOS
 AD5827  HISTORY     - 1980     GOOD             FLDNR
 AD5827  HISTORY     - 1989     GOOD             USPSQD
 AD5827  HISTORY     - 1990     GOOD             USPSQD
 AD5827  HISTORY     - 19910719 GOOD             USPSQD
 AD5827  HISTORY     - 19950404 GOOD             USPSQD
 AD5827  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5827
 AD5827                          STATION DESCRIPTION
 AD5827
 AD5827'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5827'0.8 MI NE FROM BOCA RATON.
 AD5827'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5827'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION OF
 AD5827'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5827'MARK.  THE MARK BEARS 58.85 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AD5827'CORNER OF THE PEBBLE WALKWAY AROUND THE SWIMMING POOL, 37.2 FEET
 AD5827'SOUTH-SOUTHEAST OF A FENCE GATE AT THE EAST SIDE OF THE PORTA BELLA
 AD5827'EAST CONDOMINIUM, AND 177 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AD5827'SEAWALL, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5827
 AD5827                          STATION RECOVERY (1989)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (1990)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (1991)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (1995)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (2004)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5827'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5829 ***********************************************************************
 AD5829  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5829  DESIGNATION -  872 2802 TIDAL 2
 AD5829  PID         -  AD5829
 AD5829  STATE/COUNTY-  FL/PALM BEACH
 AD5829  USGS QUAD   -  BOCA RATON (1983)
 AD5829
 AD5829                         *CURRENT SURVEY CONTROL
 AD5829  ___________________________________________________________________
 AD5829* NAD 83(1986)-  26 22 13.     (N)    080 04 17.     (W)     SCALED    
 AD5829* NAVD 88     -         1.193  (meters)       3.91   (feet)  ADJUSTED  
 AD5829  ___________________________________________________________________
 AD5829  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AD5829  DYNAMIC HT  -           1.192 (meters)       3.91  (feet)  COMP
 AD5829  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AD5829
 AD5829  VERT ORDER  -  SECOND    CLASS I
 AD5829
 AD5829.The horizontal coordinates were scaled from a topographic map and have
 AD5829.an estimated accuracy of +/- 6 seconds.
 AD5829
 AD5829.The orthometric height was determined by differential leveling
 AD5829.and adjusted by the National Geodetic Survey in June 1991..
 AD5829
 AD5829.This Tidal Bench Mark is designated as VM 5643
 AD5829.by the Center for Operational Oceanographic Products and Services.
 AD5829
 AD5829.The geoid height was determined by GEOID03.
 AD5829
 AD5829.The dynamic height is computed by dividing the NAVD 88
 AD5829.geopotential number by the normal gravity value computed on the
 AD5829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5829.degrees latitude (g = 980.6199 gals.).
 AD5829
 AD5829.The modeled gravity was interpolated from observed gravity values.
 AD5829
 AD5829;                    North         East    Units  Estimated Accuracy
 AD5829;SPC FL E     -   225,970.      292,670.      MT  (+/- 180 meters Scaled)
 AD5829
 AD5829                          SUPERSEDED SURVEY CONTROL
 AD5829
 AD5829  NGVD 29 (??/??/92)    1.671  (m)            5.48   (f) ADJ UNCH    2 1
 AD5829
 AD5829.Superseded values are not recommended for survey control.
 AD5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5829.See file dsdata.txt to determine how the superseded data were derived.
 AD5829
 AD5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926170(NAD 83)
 AD5829_MARKER: DJ = TIDAL STATION DISK
 AD5829_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5829_SP_SET: CONCRETE SEAWALL
 AD5829_STAMPING: NO 2 1973
 AD5829_MARK LOGO: NOS   
 AD5829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5829+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 AD5829
 AD5829  HISTORY     - Date     Condition        Report By
 AD5829  HISTORY     - 1973     MONUMENTED       NOS
 AD5829  HISTORY     - 1980     GOOD             FLDNR
 AD5829  HISTORY     - 1989     GOOD             USPSQD
 AD5829  HISTORY     - 1990     GOOD             USPSQD
 AD5829  HISTORY     - 1990     GOOD             USPSQD
 AD5829  HISTORY     - 19910719 GOOD             USPSQD
 AD5829  HISTORY     - 19950404 GOOD             USPSQD
 AD5829  HISTORY     - 20031124 GOOD             USPSQD
 AD5829  HISTORY     - 20050102 GOOD             USPSQD
 AD5829
 AD5829                          STATION DESCRIPTION
 AD5829
 AD5829'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5829'2.55 MI NE FROM BOCA RATON.
 AD5829'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PALMETTO PARK ROAD IN
 AD5829'BOCA RATON, GO EAST 1.0 MILE ON PALMETTO PARK ROAD TO ITS JUNCTION
 AD5829'WITH STATE HIGHWAY A1A, GO NORTH 1.35 MILES ON A1A TO THE ENTRANCE TO
 AD5829'BOCA TOWERS, GO WEST 0.2 MILE TO THE INTRACOASTAL WATERWAY AND THE
 AD5829'MARK.  THE MARK BEARS 87.5 FEET SOUTH OF THE CENTER OF THE BOCA TOWERS
 AD5829'BOAT DOCK, 71 FEET NORTH OF NO 1 1973, AND RECOVERED AS DESCRIBED IN
 AD5829'NOS TIDAL DATA, QUAD 260802.
 AD5829'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5829
 AD5829                          STATION RECOVERY (1989)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1990)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1990)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1991)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1995)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (2003)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (2005)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5831 ***********************************************************************
 AD5831  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5831  DESIGNATION -  872 2802 TIDAL 3
 AD5831  PID         -  AD5831
 AD5831  STATE/COUNTY-  FL/PALM BEACH
 AD5831  USGS QUAD   -  BOCA RATON (1983)
 AD5831
 AD5831                         *CURRENT SURVEY CONTROL
 AD5831  ___________________________________________________________________
 AD5831* NAD 83(1986)-  26 22 13.     (N)    080 04 17.     (W)     SCALED    
 AD5831* NAVD 88     -         1.233  (meters)       4.05   (feet)  ADJUSTED  
 AD5831  ___________________________________________________________________
 AD5831  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AD5831  DYNAMIC HT  -           1.231 (meters)       4.04  (feet)  COMP
 AD5831  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AD5831
 AD5831  VERT ORDER  -  SECOND    CLASS I
 AD5831
 AD5831.The horizontal coordinates were scaled from a topographic map and have
 AD5831.an estimated accuracy of +/- 6 seconds.
 AD5831
 AD5831.The orthometric height was determined by differential leveling
 AD5831.and adjusted by the National Geodetic Survey in June 1991..
 AD5831
 AD5831.This Tidal Bench Mark is designated as VM 17071
 AD5831.by the Center for Operational Oceanographic Products and Services.
 AD5831
 AD5831.The geoid height was determined by GEOID03.
 AD5831
 AD5831.The dynamic height is computed by dividing the NAVD 88
 AD5831.geopotential number by the normal gravity value computed on the
 AD5831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5831.degrees latitude (g = 980.6199 gals.).
 AD5831
 AD5831.The modeled gravity was interpolated from observed gravity values.
 AD5831
 AD5831;                    North         East    Units  Estimated Accuracy
 AD5831;SPC FL E     -   225,970.      292,670.      MT  (+/- 180 meters Scaled)
 AD5831
 AD5831                          SUPERSEDED SURVEY CONTROL
 AD5831
 AD5831  NGVD 29 (??/??/92)    1.710  (m)            5.61   (f) ADJ UNCH    2 1
 AD5831
 AD5831.Superseded values are not recommended for survey control.
 AD5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5831.See file dsdata.txt to determine how the superseded data were derived.
 AD5831
 AD5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926170(NAD 83)
 AD5831_MARKER: DJ = TIDAL STATION DISK
 AD5831_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5831_SP_SET: CONCRETE SEAWALL
 AD5831_STAMPING: NO 3 1973
 AD5831_MARK LOGO: NOS   
 AD5831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5831+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 AD5831
 AD5831  HISTORY     - Date     Condition        Report By
 AD5831  HISTORY     - 1973     MONUMENTED       NOS
 AD5831  HISTORY     - 1980     GOOD             FLDNR
 AD5831  HISTORY     - 1989     GOOD             USPSQD
 AD5831  HISTORY     - 1990     GOOD             USPSQD
 AD5831  HISTORY     - 1990     GOOD             USPSQD
 AD5831  HISTORY     - 19910719 GOOD             USPSQD
 AD5831  HISTORY     - 19950404 GOOD             USPSQD
 AD5831  HISTORY     - 20031124 GOOD             USPSQD
 AD5831  HISTORY     - 20050102 GOOD             USPSQD
 AD5831
 AD5831                          STATION DESCRIPTION
 AD5831
 AD5831'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5831'2.55 MI NE FROM BOCA RATON.
 AD5831'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PALMETTO PARK ROAD IN
 AD5831'BOCA RATON, GO EAST 1.0 MILE ON PALMETTO PARK ROAD TO ITS JUNCTION
 AD5831'WITH STATE HIGHWAY A1A, GO NORTH 1.35 MILES ON A1A TO THE ENTRANCE TO
 AD5831'BOCA TOWERS, GO WEST 0.2 MILE TO THE INTRACOASTAL WATERWAY AND THE
 AD5831'MARK.  THE MARK IS 6.5 FEET SOUTH OF THE CENTER OF THE BOCA TOWERS
 AD5831'BOAT DOCK, SET FLUSH IN THE TOP OF THE SEAWALL, AND RECOVERED AS
 AD5831'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5831'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5831
 AD5831                          STATION RECOVERY (1989)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1990)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1990)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1991)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1995)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (2003)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (2005)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5832 ***********************************************************************
 AD5832  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5832  DESIGNATION -  872 2802 TIDAL 5
 AD5832  PID         -  AD5832
 AD5832  STATE/COUNTY-  FL/PALM BEACH
 AD5832  USGS QUAD   -  BOCA RATON (1983)
 AD5832
 AD5832                         *CURRENT SURVEY CONTROL
 AD5832  ___________________________________________________________________
 AD5832* NAD 83(1986)-  26 22 13.     (N)    080 04 17.     (W)     SCALED    
 AD5832* NAVD 88     -         1.173  (meters)       3.85   (feet)  ADJUSTED  
 AD5832  ___________________________________________________________________
 AD5832  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AD5832  DYNAMIC HT  -           1.171 (meters)       3.84  (feet)  COMP
 AD5832  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AD5832
 AD5832  VERT ORDER  -  SECOND    CLASS I
 AD5832
 AD5832.The horizontal coordinates were scaled from a topographic map and have
 AD5832.an estimated accuracy of +/- 6 seconds.
 AD5832
 AD5832.The orthometric height was determined by differential leveling
 AD5832.and adjusted by the National Geodetic Survey in June 1991..
 AD5832
 AD5832.This Tidal Bench Mark is designated as VM 5644
 AD5832.by the Center for Operational Oceanographic Products and Services.
 AD5832
 AD5832.The geoid height was determined by GEOID03.
 AD5832
 AD5832.The dynamic height is computed by dividing the NAVD 88
 AD5832.geopotential number by the normal gravity value computed on the
 AD5832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5832.degrees latitude (g = 980.6199 gals.).
 AD5832
 AD5832.The modeled gravity was interpolated from observed gravity values.
 AD5832
 AD5832;                    North         East    Units  Estimated Accuracy
 AD5832;SPC FL E     -   225,970.      292,670.      MT  (+/- 180 meters Scaled)
 AD5832
 AD5832                          SUPERSEDED SURVEY CONTROL
 AD5832
 AD5832  NGVD 29 (??/??/92)    1.651  (m)            5.42   (f) ADJ UNCH    2 1
 AD5832
 AD5832.Superseded values are not recommended for survey control.
 AD5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5832.See file dsdata.txt to determine how the superseded data were derived.
 AD5832
 AD5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926170(NAD 83)
 AD5832_MARKER: DJ = TIDAL STATION DISK
 AD5832_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5832_SP_SET: CONCRETE SEAWALL
 AD5832_STAMPING: NO 5 1973
 AD5832_MARK LOGO: NOS   
 AD5832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5832
 AD5832  HISTORY     - Date     Condition        Report By
 AD5832  HISTORY     - 1973     MONUMENTED       NOS
 AD5832  HISTORY     - 1980     GOOD             FLDNR
 AD5832  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5832  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5832  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5832  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 AD5832
 AD5832                          STATION DESCRIPTION
 AD5832
 AD5832'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5832'2.55 MI NE FROM BOCA RATON.
 AD5832'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PALMETTO PARK ROAD IN
 AD5832'BOCA RATON, GO EAST 1.0 MILE ON PALMETTO PARK ROAD TO ITS JUNCTION
 AD5832'WITH STATE HIGHWAY A1A, GO NORTH 1.35 MILES ON A1A TO THE ENTRANCE TO
 AD5832'BOCA TOWERS, GO WEST 0.2 MILE TO THE INTRACOASTAL WATERWAY AND THE
 AD5832'MARK.  THE MARK BEARS ABOUT 161 FEET NORTH OF THE CENTER OF THE BOCA
 AD5832'TOWERS BOAT DOCK, 4 FEET SOUTH OF THE NORTH END OF THE SEAWALL, AND
 AD5832'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5832'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5832
 AD5832                          STATION RECOVERY (1989)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5832'MARK NOT FOUND.
 AD5832
 AD5832                          STATION RECOVERY (1990)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5832'MARK NOT FOUND.
 AD5832
 AD5832                          STATION RECOVERY (1990)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5832'MARK NOT FOUND.
 AD5832
 AD5832                          STATION RECOVERY (1991)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5834 ***********************************************************************
 AD5834  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5834  DESIGNATION -  872 2816 F TIDAL
 AD5834  PID         -  AD5834
 AD5834  STATE/COUNTY-  FL/PALM BEACH
 AD5834  USGS QUAD   -  BOCA RATON (1983)
 AD5834
 AD5834                         *CURRENT SURVEY CONTROL
 AD5834  ___________________________________________________________________
 AD5834* NAD 83(1986)-  26 20 45.     (N)    080 04 35.     (W)     SCALED    
 AD5834* NAVD 88     -         0.913  (meters)       3.00   (feet)  ADJUSTED  
 AD5834  ___________________________________________________________________
 AD5834  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AD5834  DYNAMIC HT  -           0.912 (meters)       2.99  (feet)  COMP
 AD5834  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 AD5834
 AD5834  VERT ORDER  -  SECOND    CLASS I
 AD5834
 AD5834.The horizontal coordinates were scaled from a topographic map and have
 AD5834.an estimated accuracy of +/- 6 seconds.
 AD5834
 AD5834.The orthometric height was determined by differential leveling
 AD5834.and adjusted by the National Geodetic Survey in June 1991..
 AD5834
 AD5834.This Tidal Bench Mark is designated as VM 7468
 AD5834.by the Center for Operational Oceanographic Products and Services.
 AD5834
 AD5834.The geoid height was determined by GEOID03.
 AD5834
 AD5834.The dynamic height is computed by dividing the NAVD 88
 AD5834.geopotential number by the normal gravity value computed on the
 AD5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5834.degrees latitude (g = 980.6199 gals.).
 AD5834
 AD5834.The modeled gravity was interpolated from observed gravity values.
 AD5834
 AD5834;                    North         East    Units  Estimated Accuracy
 AD5834;SPC FL E     -   223,260.      292,190.      MT  (+/- 180 meters Scaled)
 AD5834
 AD5834                          SUPERSEDED SURVEY CONTROL
 AD5834
 AD5834  NGVD 29 (09/01/92)    1.391  (m)            4.56   (f) ADJUSTED    2 1
 AD5834
 AD5834.Superseded values are not recommended for survey control.
 AD5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5834.See file dsdata.txt to determine how the superseded data were derived.
 AD5834
 AD5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921143(NAD 83)
 AD5834_MARKER: DJ = TIDAL STATION DISK
 AD5834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD5834_SP_SET: CONCRETE STORM DRAIN FOUNDATIO
 AD5834_STAMPING: 2816 F 1981
 AD5834_MARK LOGO: NOS   
 AD5834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5834+STABILITY: SURFACE MOTION
 AD5834
 AD5834  HISTORY     - Date     Condition        Report By
 AD5834  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5834  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 1990     GOOD             USPSQD
 AD5834  HISTORY     - 19910717 MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 19950404 MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5834
 AD5834                          STATION DESCRIPTION
 AD5834
 AD5834'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5834'0.8 MI SE FROM BOCA RATON.
 AD5834'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE PALMETTO PARK
 AD5834'ROAD IN BOCA RATON, GO 0.55 MILE EAST ALONG PALMETTO PARK ROAD TO SE
 AD5834'5TH AVENUE, GO 0.25 MILE ALONG SE 5TH AVENUE TO THE MARK.  THE MARK
 AD5834'IS SET FLUSH IN THE EAST CORNER OF A FOUNDATION FOR A STORM DRAIN
 AD5834'AT THE BOCA RATON HOTEL AND CLUB.  THE MARK BEARS APPROXIMATELY 300
 AD5834'FEET NORTHWEST OF BENCH MARK J 312 1970, 21.7 FEET WEST-SOUTHWEST OF
 AD5834'SE 5TH AVENUE, 55.7 FEET SOUTHWEST OF A CONCRETE POWER POLE NUMBER
 AD5834'33, 27.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A PINK CONCRET
 AD5834'WALL JUST SOUTH AND CONNECTED TO A PUMP HOUSE.
 AD5834'THE MARK IS ABOVE LEVEL WITH ROAD.
 AD5834
 AD5834                          STATION RECOVERY (1989)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (1990)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (1990)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5834'RECOVERED IN GOOD CONDITION.
 AD5834
 AD5834                          STATION RECOVERY (1991)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (1995)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (2004)
 AD5834
 AD5834'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5834'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5844 ***********************************************************************
 AD5844  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5844  DESIGNATION -  872 2822 A TIDAL FLDNR
 AD5844  PID         -  AD5844
 AD5844  STATE/COUNTY-  FL/BROWARD
 AD5844  USGS QUAD   -  BOCA RATON (1983)
 AD5844
 AD5844                         *CURRENT SURVEY CONTROL
 AD5844  ___________________________________________________________________
 AD5844* NAD 83(1986)-  26 19 02.     (N)    080 04 32.     (W)     SCALED    
 AD5844* NAVD 88     -         3.956  (meters)      12.98   (feet)  ADJUSTED  
 AD5844  ___________________________________________________________________
 AD5844  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AD5844  DYNAMIC HT  -           3.949 (meters)      12.96  (feet)  COMP
 AD5844  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 AD5844
 AD5844  VERT ORDER  -  SECOND    CLASS I
 AD5844
 AD5844.The horizontal coordinates were scaled from a topographic map and have
 AD5844.an estimated accuracy of +/- 6 seconds.
 AD5844
 AD5844.The orthometric height was determined by differential leveling
 AD5844.and adjusted by the National Geodetic Survey in June 1991..
 AD5844
 AD5844.This Tidal Bench Mark is designated as VM 15819
 AD5844.by the Center for Operational Oceanographic Products and Services.
 AD5844
 AD5844.The geoid height was determined by GEOID03.
 AD5844
 AD5844.The dynamic height is computed by dividing the NAVD 88
 AD5844.geopotential number by the normal gravity value computed on the
 AD5844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5844.degrees latitude (g = 980.6199 gals.).
 AD5844
 AD5844.The modeled gravity was interpolated from observed gravity values.
 AD5844
 AD5844;                    North         East    Units  Estimated Accuracy
 AD5844;SPC FL E     -   220,090.      292,300.      MT  (+/- 180 meters Scaled)
 AD5844
 AD5844                          SUPERSEDED SURVEY CONTROL
 AD5844
 AD5844  NGVD 29 (09/01/92)    4.437  (m)           14.56   (f) ADJUSTED    2 1
 AD5844
 AD5844.Superseded values are not recommended for survey control.
 AD5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5844.See file dsdata.txt to determine how the superseded data were derived.
 AD5844
 AD5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922111(NAD 83)
 AD5844_MARKER: DJ = TIDAL STATION DISK
 AD5844_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5844_SP_SET: CONCRETE SEAWALL
 AD5844_STAMPING: 2822 A 1979 CLB
 AD5844_MARK LOGO: FLDNR 
 AD5844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5844
 AD5844  HISTORY     - Date     Condition        Report By
 AD5844  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5844  HISTORY     - 1981     GOOD             FLDNR
 AD5844  HISTORY     - 1989     GOOD             USPSQD
 AD5844  HISTORY     - 1990     GOOD             USPSQD
 AD5844  HISTORY     - 1990     GOOD             USPSQD
 AD5844  HISTORY     - 1990     GOOD             USPSQD
 AD5844  HISTORY     - 19910607 GOOD             USPSQD
 AD5844  HISTORY     - 19940312 GOOD             USPSQD
 AD5844  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5844  HISTORY     - 19950610 GOOD             USPSQD
 AD5844  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5844  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 AD5844  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 AD5844
 AD5844                          STATION DESCRIPTION
 AD5844
 AD5844'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5844'IN DEERFIELD BEACH.
 AD5844'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5844'A1A IN DEERFIELD BEACH, GO 0.3 MILE NORTH ON A1A TO THE DEERFIELD
 AD5844'BEACH RECREATIONAL PAVILION AND THE MARK.  THE MARK BEARS 195 FEET
 AD5844'EAST OF THE CENTERLINE OF A1A, 12.2 FEET NORTH-NORTHEAST OF THE SOUTH
 AD5844'END OF THE CONCRETE SEAWALL, AND 30 FEET EAST OF THE SOUTHERNMOST
 AD5844'ROUND CONCRETE PAVILION COLUMN.
 AD5844
 AD5844                          STATION RECOVERY (1989)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1990)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1990)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1990)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1991)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1994)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1995)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5844'MARK NOT FOUND.
 AD5844
 AD5844                          STATION RECOVERY (1995)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1998)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5844'MARK NOT FOUND.
 AD5844
 AD5844                          STATION RECOVERY (2001)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 2001
 AD5844'ACCORDING TO DESCRIPTION, MARKER IS IN THE MIDDLE OF A SEAGRAPE GROVE.
 AD5844' 
 AD5844
 AD5844                          STATION RECOVERY (2001)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 2001 (ZB)
 AD5844'FOUND IN MIDDLE OF SEA GRAPE GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5840 ***********************************************************************
 AD5840  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5840  DESIGNATION -  872 2822 B TIDAL FLDNR
 AD5840  PID         -  AD5840
 AD5840  STATE/COUNTY-  FL/BROWARD
 AD5840  USGS QUAD   -  BOCA RATON (1983)
 AD5840
 AD5840                         *CURRENT SURVEY CONTROL
 AD5840  ___________________________________________________________________
 AD5840* NAD 83(1986)-  26 18 54.     (N)    080 04 38.     (W)     SCALED    
 AD5840* NAVD 88     -         4.506  (meters)      14.78   (feet)  ADJUSTED  
 AD5840  ___________________________________________________________________
 AD5840  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AD5840  DYNAMIC HT  -           4.499 (meters)      14.76  (feet)  COMP
 AD5840  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AD5840
 AD5840  VERT ORDER  -  SECOND    CLASS I
 AD5840
 AD5840.The horizontal coordinates were scaled from a topographic map and have
 AD5840.an estimated accuracy of +/- 6 seconds.
 AD5840
 AD5840.The orthometric height was determined by differential leveling
 AD5840.and adjusted by the National Geodetic Survey in June 1991..
 AD5840
 AD5840.This Tidal Bench Mark is designated as VM 15820
 AD5840.by the Center for Operational Oceanographic Products and Services.
 AD5840
 AD5840.The geoid height was determined by GEOID03.
 AD5840
 AD5840.The dynamic height is computed by dividing the NAVD 88
 AD5840.geopotential number by the normal gravity value computed on the
 AD5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5840.degrees latitude (g = 980.6199 gals.).
 AD5840
 AD5840.The modeled gravity was interpolated from observed gravity values.
 AD5840
 AD5840;                    North         East    Units  Estimated Accuracy
 AD5840;SPC FL E     -   219,840.      292,140.      MT  (+/- 180 meters Scaled)
 AD5840
 AD5840                          SUPERSEDED SURVEY CONTROL
 AD5840
 AD5840  NGVD 29 (09/01/92)    4.988  (m)           16.36   (f) ADJUSTED    2 1
 AD5840
 AD5840.Superseded values are not recommended for survey control.
 AD5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5840.See file dsdata.txt to determine how the superseded data were derived.
 AD5840
 AD5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921108(NAD 83)
 AD5840_MARKER: DJ = TIDAL STATION DISK
 AD5840_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5840_SP_SET: COPPER-CLAD STEEL ROD
 AD5840_STAMPING: 2822 B 1979
 AD5840_MARK LOGO: FLDNR 
 AD5840_PROJECTION: FLUSH
 AD5840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5840_ROD/PIPE-DEPTH: 12.2 meters
 AD5840
 AD5840  HISTORY     - Date     Condition        Report By
 AD5840  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5840  HISTORY     - 1981     GOOD             FLDNR
 AD5840  HISTORY     - 1989     GOOD             USPSQD
 AD5840  HISTORY     - 1990     GOOD             USPSQD
 AD5840  HISTORY     - 1990     GOOD             USPSQD
 AD5840  HISTORY     - 19910607 GOOD             USPSQD
 AD5840  HISTORY     - 19940312 GOOD             USPSQD
 AD5840  HISTORY     - 19950606 GOOD             USPSQD
 AD5840  HISTORY     - 19950610 GOOD             USPSQD
 AD5840  HISTORY     - 19980218 GOOD             USPSQD
 AD5840  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5840  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5840  HISTORY     - 20041213 GOOD             FLDT
 AD5840
 AD5840                          STATION DESCRIPTION
 AD5840
 AD5840'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5840'IN DEERFIELD BEACH.
 AD5840'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5840'A1A IN DEERFIELD BEACH, GO 0.05 MILE EAST ON HILLSBORO BEACH BOULEVARD
 AD5840'TO THE CITY PARKING LOT AND THE MARK.  THE MARK IS IN A SMALL GRASSY
 AD5840'AREA AT THE SOUTHWEST CORNER OF THE PARKING LOT, 50 FEET NORTH OF THE
 AD5840'CENTERLINE OF HILLSBORO BEACH BOULEVARD, 21 FEET EAST OF THE EAST WALL
 AD5840'OF A WOOD FRAME HOUSE, AND 4 FEET EAST OF THE WEST BOUNDARY OF THE
 AD5840'PARKING LOT.
 AD5840
 AD5840                          STATION RECOVERY (1989)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1990)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1990)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1991)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1994)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1995)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1995)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1998)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (2001)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5840'MARK NOT FOUND.
 AD5840
 AD5840                          STATION RECOVERY (2002)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5840'MARK NOT FOUND.
 AD5840
 AD5840                          STATION RECOVERY (2004)
 AD5840
 AD5840'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5840'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5845 ***********************************************************************
 AD5845  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5845  DESIGNATION -  872 2822 C TIDAL FLDNR
 AD5845  PID         -  AD5845
 AD5845  STATE/COUNTY-  FL/BROWARD
 AD5845  USGS QUAD   -  BOCA RATON (1983)
 AD5845
 AD5845                         *CURRENT SURVEY CONTROL
 AD5845  ___________________________________________________________________
 AD5845* NAD 83(1986)-  26 19 02.     (N)    080 04 36.     (W)     SCALED    
 AD5845* NAVD 88     -         4.139  (meters)      13.58   (feet)  ADJUSTED  
 AD5845  ___________________________________________________________________
 AD5845  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AD5845  DYNAMIC HT  -           4.132 (meters)      13.56  (feet)  COMP
 AD5845  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 AD5845
 AD5845  VERT ORDER  -  SECOND    CLASS I
 AD5845
 AD5845.The horizontal coordinates were scaled from a topographic map and have
 AD5845.an estimated accuracy of +/- 6 seconds.
 AD5845
 AD5845.The orthometric height was determined by differential leveling
 AD5845.and adjusted by the National Geodetic Survey in June 1991..
 AD5845
 AD5845.This Tidal Bench Mark is designated as VM 15821
 AD5845.by the Center for Operational Oceanographic Products and Services.
 AD5845
 AD5845.The geoid height was determined by GEOID03.
 AD5845
 AD5845.The dynamic height is computed by dividing the NAVD 88
 AD5845.geopotential number by the normal gravity value computed on the
 AD5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5845.degrees latitude (g = 980.6199 gals.).
 AD5845
 AD5845.The modeled gravity was interpolated from observed gravity values.
 AD5845
 AD5845;                    North         East    Units  Estimated Accuracy
 AD5845;SPC FL E     -   220,090.      292,190.      MT  (+/- 180 meters Scaled)
 AD5845
 AD5845                          SUPERSEDED SURVEY CONTROL
 AD5845
 AD5845  NGVD 29 (09/01/92)    4.620  (m)           15.16   (f) ADJUSTED    2 1
 AD5845
 AD5845.Superseded values are not recommended for survey control.
 AD5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5845.See file dsdata.txt to determine how the superseded data were derived.
 AD5845
 AD5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921111(NAD 83)
 AD5845_MARKER: DJ = TIDAL STATION DISK
 AD5845_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5845_SP_SET: COPPER-CLAD STEEL ROD
 AD5845_STAMPING: 2822 C 1979
 AD5845_MARK LOGO: FLDNR 
 AD5845_PROJECTION: FLUSH
 AD5845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5845_ROD/PIPE-DEPTH: 11.6 meters
 AD5845
 AD5845  HISTORY     - Date     Condition        Report By
 AD5845  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5845  HISTORY     - 1981     GOOD             FLDNR
 AD5845  HISTORY     - 1989     GOOD             USPSQD
 AD5845  HISTORY     - 1990     GOOD             USPSQD
 AD5845  HISTORY     - 1990     GOOD             USPSQD
 AD5845  HISTORY     - 1990     GOOD             USPSQD
 AD5845  HISTORY     - 19910607 GOOD             USPSQD
 AD5845  HISTORY     - 19940312 GOOD             USPSQD
 AD5845  HISTORY     - 19950606 GOOD             USPSQD
 AD5845  HISTORY     - 19950610 GOOD             USPSQD
 AD5845  HISTORY     - 19980218 GOOD             USPSQD
 AD5845  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5845  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5845  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5845
 AD5845                          STATION DESCRIPTION
 AD5845
 AD5845'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5845'IN DEERFIELD BEACH.
 AD5845'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5845'A1A IN DEERFIELD BEACH, GO 0.3 MILE NORTH ON A1A TO AN ASPHALT DRIVE
 AD5845'LEADING WEST TO THE PARKING LOT FOR ATLANTIC FEDERAL SAVINGS AND LOAN
 AD5845'AND THE MARK.  THE MARK BEARS 150 FEET WEST OF THE CENTERLINE OF A1A,
 AD5845'15 FEET NORTH OF THE CENTERLINE OF THE DRIVE, 3 FEET SOUTH OF A 5 FOOT
 AD5845'HIGH CONCRETE WALL, AND 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AD5845'THE LOAN COMPANY BUILDING.
 AD5845
 AD5845                          STATION RECOVERY (1989)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1990)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1990)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1990)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1991)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1994)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1995)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1995)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1998)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (2001)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5845'MARK NOT FOUND.
 AD5845
 AD5845                          STATION RECOVERY (2002)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5845'MARK NOT FOUND.
 AD5845
 AD5845                          STATION RECOVERY (2004)
 AD5845
 AD5845'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5845'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5839 ***********************************************************************
 AD5839  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5839  DESIGNATION -  872 2832 F TIDAL
 AD5839  PID         -  AD5839
 AD5839  STATE/COUNTY-  FL/BROWARD
 AD5839  USGS QUAD   -  BOCA RATON (1983)
 AD5839
 AD5839                         *CURRENT SURVEY CONTROL
 AD5839  ___________________________________________________________________
 AD5839* NAD 83(1999)-  26 18 58.44414(N)    080 05 17.95919(W)     ADJUSTED  
 AD5839* NAVD 88     -         2.287  (meters)       7.50   (feet)  ADJUSTED  
 AD5839  ___________________________________________________________________
 AD5839  X           -     984,730.235 (meters)                     COMP
 AD5839  Y           -  -5,635,467.842 (meters)                     COMP
 AD5839  Z           -   2,810,498.846 (meters)                     COMP
 AD5839  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AD5839  ELLIP HEIGHT-         -23.64  (meters)          (12/12/02) GPS OBS
 AD5839  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AD5839  DYNAMIC HT  -           2.283 (meters)       7.49  (feet)  COMP
 AD5839  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 AD5839
 AD5839  HORZ ORDER  -  FIRST
 AD5839  VERT ORDER  -  FIRST     CLASS II
 AD5839  ELLP ORDER  -  THIRD     CLASS I
 AD5839
 AD5839.The horizontal coordinates were established by GPS observations
 AD5839.and adjusted by the National Geodetic Survey in December 2002..
 AD5839
 AD5839.The orthometric height was determined by differential leveling
 AD5839.and adjusted by the National Geodetic Survey in May 2002..
 AD5839.No vertical observational check was made to the station.
 AD5839
 AD5839.This Tidal Bench Mark is designated as VM 5655
 AD5839.by the Center for Operational Oceanographic Products and Services.
 AD5839
 AD5839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5839
 AD5839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD5839
 AD5839.The ellipsoidal height was determined by GPS observations
 AD5839.and is referenced to NAD 83.
 AD5839
 AD5839.The geoid height was determined by GEOID03.
 AD5839
 AD5839.The dynamic height is computed by dividing the NAVD 88
 AD5839.geopotential number by the normal gravity value computed on the
 AD5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5839.degrees latitude (g = 980.6199 gals.).
 AD5839
 AD5839.The modeled gravity was interpolated from observed gravity values.
 AD5839
 AD5839;                    North         East     Units Scale Factor Converg.
 AD5839;SPC FL E     -   219,969.610   291,026.346   MT  1.00004344   +0 24 15.1
 AD5839;SPC FL E     -   721,683.63    954,808.94   sFT  1.00004344   +0 24 15.1
 AD5839;UTM  17      - 2,911,026.539   590,995.288   MT  0.99970223   +0 24 15.1
 AD5839
 AD5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5839!SPC FL E     -   1.00000371  x   1.00004344  =   1.00004715
 AD5839!UTM  17      -   1.00000371  x   0.99970223  =   0.99970594
 AD5839
 AD5839:                Primary Azimuth Mark                     Grid Az
 AD5839:SPC FL E     -  872 2832 TIDAL 5                         116 04 10.3
 AD5839:UTM  17      -  872 2832 TIDAL 5                         116 04 10.3
 AD5839
 AD5839|---------------------------------------------------------------------|
 AD5839| PID    Reference Object                     Distance      Geod. Az  |
 AD5839|                                                           dddmmss.s |
 AD5839| AJ8801 872 2832 TIDAL 5                    APPROX. 0.7 KM 1162825.4 |
 AD5839|---------------------------------------------------------------------|
 AD5839
 AD5839                          SUPERSEDED SURVEY CONTROL
 AD5839
 AD5839  NAVD 88 (06/15/91)    2.285  (m)            7.50   (f) UNKNOWN     2 1
 AD5839  NGVD 29 (09/01/92)    2.766  (m)            9.07   (f) ADJUSTED    2 1
 AD5839
 AD5839.Superseded values are not recommended for survey control.
 AD5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5839.See file dsdata.txt to determine how the superseded data were derived.
 AD5839
 AD5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9099511027(NAD 83)
 AD5839_MARKER: DJ = TIDAL STATION DISK
 AD5839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5839_SP_SET: STORM DRAIN
 AD5839_STAMPING: 2832 F 1981
 AD5839_MARK LOGO: FLDNR 
 AD5839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5839+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 AD5839
 AD5839  HISTORY     - Date     Condition        Report By
 AD5839  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5839  HISTORY     - 1989     GOOD             USPSQD
 AD5839  HISTORY     - 1989     GOOD             USPSQD
 AD5839  HISTORY     - 1990     GOOD             USPSQD
 AD5839  HISTORY     - 1990     GOOD             USPSQD
 AD5839  HISTORY     - 19910607 GOOD             USPSQD
 AD5839  HISTORY     - 19940312 GOOD             USPSQD
 AD5839  HISTORY     - 19950606 GOOD             USPSQD
 AD5839  HISTORY     - 19950610 GOOD             USPSQD
 AD5839  HISTORY     - 19980218 GOOD             USPSQD
 AD5839  HISTORY     - 20011219 GOOD             MOREKL
 AD5839  HISTORY     - 20020212 GOOD             USPSQD
 AD5839  HISTORY     - 20020422 GOOD             MAPTEC
 AD5839
 AD5839                          STATION DESCRIPTION
 AD5839
 AD5839'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5839'IN DEERFIELD BEACH.
 AD5839'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 810 IN
 AD5839'DEERFIELD BEACH, GO EAST 0.1 MILE ON HIGHWAY 810 TO THE MARK.  THE
 AD5839'MARK BEARS 14.9 FEET NORTHEAST OF THE WESTERNMOST FLAGPOLE IN FRONT OF
 AD5839'THE FIRST FEDERAL OF DELRAY, 38.8 FEET WNW OF THE EASTERNMOST
 AD5839'FLAGPOLE, 22.6 FEET SOUTH OF THE CENTERLINE OF EASTBOUND LANE OF 810,
 AD5839'55.9 FEET EAST OF THE CENTER OF A MANHOLE COVER IN THE MIDDLE OF A
 AD5839'SIDEWALK.
 AD5839'THE MARK IS 6 FT ABOVE ROAD.
 AD5839
 AD5839                          STATION RECOVERY (1989)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1989)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1990)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1990)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1991)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1994)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1995)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1995)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1998)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (2001)
 AD5839
 AD5839'RECOVERY NOTE BY MORGAN AND EKLUND INC 2001 (MAB)
 AD5839'RECOVERED AS DESCRIBED
 AD5839' 
 AD5839'
 AD5839
 AD5839                          STATION RECOVERY (2002)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (2002)
 AD5839
 AD5839'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AD5839'RECOVERED AS DESCRIBED
 AD5839' 
 AD5839'STATION RECOVERY (2002)
 AD5839'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AD5839'RECOVERED AS DESCRIBED.
 AD5839' 
 AD5839'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5837 ***********************************************************************
 AD5837  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5837  DESIGNATION -  872 2832 TIDAL 1
 AD5837  PID         -  AD5837
 AD5837  STATE/COUNTY-  FL/BROWARD
 AD5837  USGS QUAD   -  BOCA RATON (1983)
 AD5837
 AD5837                         *CURRENT SURVEY CONTROL
 AD5837  ___________________________________________________________________
 AD5837* NAD 83(1986)-  26 18 49.     (N)    080 04 57.     (W)     SCALED    
 AD5837* NAVD 88     -         1.104  (meters)       3.62   (feet)  ADJUSTED  
 AD5837  ___________________________________________________________________
 AD5837  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AD5837  DYNAMIC HT  -           1.102 (meters)       3.62  (feet)  COMP
 AD5837  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AD5837
 AD5837  VERT ORDER  -  SECOND    CLASS I
 AD5837
 AD5837.The horizontal coordinates were scaled from a topographic map and have
 AD5837.an estimated accuracy of +/- 6 seconds.
 AD5837
 AD5837.The orthometric height was determined by differential leveling
 AD5837.and adjusted by the National Geodetic Survey in June 1991..
 AD5837
 AD5837.This Tidal Bench Mark is designated as VM 5650
 AD5837.by the Center for Operational Oceanographic Products and Services.
 AD5837
 AD5837.The geoid height was determined by GEOID03.
 AD5837
 AD5837.The dynamic height is computed by dividing the NAVD 88
 AD5837.geopotential number by the normal gravity value computed on the
 AD5837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5837.degrees latitude (g = 980.6199 gals.).
 AD5837
 AD5837.The modeled gravity was interpolated from observed gravity values.
 AD5837
 AD5837;                    North         East    Units  Estimated Accuracy
 AD5837;SPC FL E     -   219,680.      291,610.      MT  (+/- 180 meters Scaled)
 AD5837
 AD5837                          SUPERSEDED SURVEY CONTROL
 AD5837
 AD5837  NGVD 29 (09/01/92)    1.585  (m)            5.20   (f) ADJUSTED    2 1
 AD5837
 AD5837.Superseded values are not recommended for survey control.
 AD5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5837.See file dsdata.txt to determine how the superseded data were derived.
 AD5837
 AD5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915107(NAD 83)
 AD5837_MARKER: DJ = TIDAL STATION DISK
 AD5837_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5837_SP_SET: CONCRETE SEAWALL
 AD5837_STAMPING: NO 1 1973
 AD5837_MARK LOGO: NOS   
 AD5837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5837
 AD5837  HISTORY     - Date     Condition        Report By
 AD5837  HISTORY     - 1973     MONUMENTED       NOS
 AD5837  HISTORY     - 1981     GOOD             FLDNR
 AD5837  HISTORY     - 1989     GOOD             USPSQD
 AD5837  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 1990     GOOD             USPSQD
 AD5837  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 19940312 GOOD             USPSQD
 AD5837  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 19980218 GOOD             USPSQD
 AD5837  HISTORY     - 20020212 GOOD             USPSQD
 AD5837
 AD5837                          STATION DESCRIPTION
 AD5837
 AD5837'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5837'IN DEERFIELD BEACH.
 AD5837'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5837'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5837'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5837'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5837'MARINA AND THE MARK.  THE MARK BEARS 12.5 FEET WEST OF THE EAST END OF
 AD5837'THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5837'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5837
 AD5837                          STATION RECOVERY (1989)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (1989)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1990)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEM)
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (1991)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1994)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (1995)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1995)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1998)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (2002)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5836 ***********************************************************************
 AD5836  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5836  DESIGNATION -  872 2832 TIDAL 2
 AD5836  PID         -  AD5836
 AD5836  STATE/COUNTY-  FL/BROWARD
 AD5836  USGS QUAD   -  BOCA RATON (1983)
 AD5836
 AD5836                         *CURRENT SURVEY CONTROL
 AD5836  ___________________________________________________________________
 AD5836* NAD 83(1986)-  26 18 49.     (N)    080 04 57.     (W)     SCALED    
 AD5836* NAVD 88     -         1.125  (meters)       3.69   (feet)  ADJUSTED  
 AD5836  ___________________________________________________________________
 AD5836  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AD5836  DYNAMIC HT  -           1.124 (meters)       3.69  (feet)  COMP
 AD5836  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AD5836
 AD5836  VERT ORDER  -  SECOND    CLASS I
 AD5836
 AD5836.The horizontal coordinates were scaled from a topographic map and have
 AD5836.an estimated accuracy of +/- 6 seconds.
 AD5836
 AD5836.The orthometric height was determined by differential leveling
 AD5836.and adjusted by the National Geodetic Survey in June 1991..
 AD5836
 AD5836.This Tidal Bench Mark is designated as VM 5651
 AD5836.by the Center for Operational Oceanographic Products and Services.
 AD5836
 AD5836.The geoid height was determined by GEOID03.
 AD5836
 AD5836.The dynamic height is computed by dividing the NAVD 88
 AD5836.geopotential number by the normal gravity value computed on the
 AD5836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5836.degrees latitude (g = 980.6199 gals.).
 AD5836
 AD5836.The modeled gravity was interpolated from observed gravity values.
 AD5836
 AD5836;                    North         East    Units  Estimated Accuracy
 AD5836;SPC FL E     -   219,680.      291,610.      MT  (+/- 180 meters Scaled)
 AD5836
 AD5836                          SUPERSEDED SURVEY CONTROL
 AD5836
 AD5836  NGVD 29 (09/01/92)    1.607  (m)            5.27   (f) ADJUSTED    2 1
 AD5836
 AD5836.Superseded values are not recommended for survey control.
 AD5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5836.See file dsdata.txt to determine how the superseded data were derived.
 AD5836
 AD5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915107(NAD 83)
 AD5836_MARKER: DJ = TIDAL STATION DISK
 AD5836_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5836_SP_SET: CONCRETE SEAWALL
 AD5836_STAMPING: NO 2 1973
 AD5836_MARK LOGO: NOS   
 AD5836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5836
 AD5836  HISTORY     - Date     Condition        Report By
 AD5836  HISTORY     - 1973     MONUMENTED       NOS
 AD5836  HISTORY     - 1981     GOOD             FLDNR
 AD5836  HISTORY     - 1989     GOOD             USPSQD
 AD5836  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 1990     GOOD             USPSQD
 AD5836  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5836
 AD5836                          STATION DESCRIPTION
 AD5836
 AD5836'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5836'IN DEERFIELD BEACH.
 AD5836'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5836'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5836'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5836'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5836'MARINA AND THE MARK.  THE MARK BEARS 72.9 FEET WEST OF THE EAST END OF
 AD5836'THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5836'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5836
 AD5836                          STATION RECOVERY (1989)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5836'RECOVERED IN GOOD CONDITION.
 AD5836
 AD5836                          STATION RECOVERY (1989)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1990)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5836'RECOVERED IN GOOD CONDITION.
 AD5836
 AD5836                          STATION RECOVERY (1991)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1994)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1995)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1998)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (2001)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (2002)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (2004)
 AD5836
 AD5836'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5836'MARK NOT FOUND SEAWALL HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5835 ***********************************************************************
 AD5835  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5835  DESIGNATION -  872 2832 TIDAL 3
 AD5835  PID         -  AD5835
 AD5835  STATE/COUNTY-  FL/BROWARD
 AD5835  USGS QUAD   -  BOCA RATON (1983)
 AD5835
 AD5835                         *CURRENT SURVEY CONTROL
 AD5835  ___________________________________________________________________
 AD5835* NAD 83(1986)-  26 18 49.     (N)    080 04 57.     (W)     SCALED    
 AD5835* NAVD 88     -         1.122  (meters)       3.68   (feet)  ADJUSTED  
 AD5835  ___________________________________________________________________
 AD5835  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AD5835  DYNAMIC HT  -           1.121 (meters)       3.68  (feet)  COMP
 AD5835  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AD5835
 AD5835  VERT ORDER  -  SECOND    CLASS I
 AD5835
 AD5835.The horizontal coordinates were scaled from a topographic map and have
 AD5835.an estimated accuracy of +/- 6 seconds.
 AD5835
 AD5835.The orthometric height was determined by differential leveling
 AD5835.and adjusted by the National Geodetic Survey in June 1991..
 AD5835
 AD5835.This Tidal Bench Mark is designated as VM 5652
 AD5835.by the Center for Operational Oceanographic Products and Services.
 AD5835
 AD5835.The geoid height was determined by GEOID03.
 AD5835
 AD5835.The dynamic height is computed by dividing the NAVD 88
 AD5835.geopotential number by the normal gravity value computed on the
 AD5835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5835.degrees latitude (g = 980.6199 gals.).
 AD5835
 AD5835.The modeled gravity was interpolated from observed gravity values.
 AD5835
 AD5835;                    North         East    Units  Estimated Accuracy
 AD5835;SPC FL E     -   219,680.      291,610.      MT  (+/- 180 meters Scaled)
 AD5835
 AD5835                          SUPERSEDED SURVEY CONTROL
 AD5835
 AD5835  NGVD 29 (09/01/92)    1.604  (m)            5.26   (f) ADJUSTED    2 1
 AD5835
 AD5835.Superseded values are not recommended for survey control.
 AD5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5835.See file dsdata.txt to determine how the superseded data were derived.
 AD5835
 AD5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915107(NAD 83)
 AD5835_MARKER: DJ = TIDAL STATION DISK
 AD5835_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5835_SP_SET: CONCRETE SEAWALL
 AD5835_STAMPING: NO 3 1973
 AD5835_MARK LOGO: NOS   
 AD5835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5835
 AD5835  HISTORY     - Date     Condition        Report By
 AD5835  HISTORY     - 1973     MONUMENTED       NOS
 AD5835  HISTORY     - 1981     GOOD             FLDNR
 AD5835  HISTORY     - 1989     GOOD             USPSQD
 AD5835  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 1990     GOOD             USPSQD
 AD5835  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5835
 AD5835                          STATION DESCRIPTION
 AD5835
 AD5835'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5835'IN DEERFIELD BEACH.
 AD5835'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5835'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5835'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5835'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5835'MARINA AND THE MARK.  THE MARK BEARS 132 FEET WEST OF THE EAST END OF
 AD5835'THE SEAWALL, 124.9 FEET EAST OF THE WEST END OF THE SEAWALL.
 AD5835'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5835'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5835
 AD5835                          STATION RECOVERY (1989)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5835'RECOVERED IN GOOD CONDITION.
 AD5835
 AD5835                          STATION RECOVERY (1989)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1990)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5835'RECOVERED IN GOOD CONDITION.
 AD5835
 AD5835                          STATION RECOVERY (1991)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1994)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1995)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1995)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1998)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (2001)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (2002)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (2004)
 AD5835
 AD5835'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5835'MARK NOT FOUND SEAWALL HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5838 ***********************************************************************
 AD5838  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5838  DESIGNATION -  872 2832 TIDAL 4
 AD5838  PID         -  AD5838
 AD5838  STATE/COUNTY-  FL/BROWARD
 AD5838  USGS QUAD   -  BOCA RATON (1983)
 AD5838
 AD5838                         *CURRENT SURVEY CONTROL
 AD5838  ___________________________________________________________________
 AD5838* NAD 83(1999)-  26 18 48.47818(N)    080 04 55.00932(W)     ADJUSTED  
 AD5838* NAVD 88     -         1.127  (meters)       3.70   (feet)  ADJUSTED  
 AD5838  ___________________________________________________________________
 AD5838  X           -     985,380.492 (meters)                     COMP
 AD5838  Y           -  -5,635,491.142 (meters)                     COMP
 AD5838  Z           -   2,810,223.402 (meters)                     COMP
 AD5838  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 AD5838  ELLIP HEIGHT-         -24.81  (meters)          (12/09/02) GPS OBS
 AD5838  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AD5838  DYNAMIC HT  -           1.125 (meters)       3.69  (feet)  COMP
 AD5838  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AD5838
 AD5838  HORZ ORDER  -  A
 AD5838  VERT ORDER  -  FIRST     CLASS II
 AD5838  ELLP ORDER  -  FOURTH    CLASS I
 AD5838
 AD5838.The horizontal coordinates were established by GPS observations
 AD5838.and adjusted by the National Geodetic Survey in December 2002..
 AD5838
 AD5838.The orthometric height was determined by differential leveling
 AD5838.and adjusted by the National Geodetic Survey in May 2002..
 AD5838.No vertical observational check was made to the station.
 AD5838
 AD5838.This Tidal Bench Mark is designated as VM 5653
 AD5838.by the Center for Operational Oceanographic Products and Services.
 AD5838
 AD5838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5838
 AD5838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD5838
 AD5838.The ellipsoidal height was determined by GPS observations
 AD5838.and is referenced to NAD 83.
 AD5838
 AD5838.The geoid height was determined by GEOID03.
 AD5838
 AD5838.The dynamic height is computed by dividing the NAVD 88
 AD5838.geopotential number by the normal gravity value computed on the
 AD5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5838.degrees latitude (g = 980.6199 gals.).
 AD5838
 AD5838.The modeled gravity was interpolated from observed gravity values.
 AD5838
 AD5838;                    North         East     Units Scale Factor Converg.
 AD5838;SPC FL E     -   219,667.400   291,665.065   MT  1.00004488   +0 24 25.1
 AD5838;SPC FL E     -   720,692.13    956,904.47   sFT  1.00004488   +0 24 25.1
 AD5838;UTM  17      - 2,910,724.432   591,633.790   MT  0.99970367   +0 24 25.1
 AD5838
 AD5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5838!SPC FL E     -   1.00000390  x   1.00004488  =   1.00004878
 AD5838!UTM  17      -   1.00000390  x   0.99970367  =   0.99970757
 AD5838
 AD5838|---------------------------------------------------------------------|
 AD5838| PID    Reference Object                     Distance      Geod. Az  |
 AD5838|                                                           dddmmss.s |
 AD5838| AJ8801 872 2832 TIDAL 5                     19.948 METERS 26855     |
 AD5838|---------------------------------------------------------------------|
 AD5838
 AD5838                          SUPERSEDED SURVEY CONTROL
 AD5838
 AD5838  NAVD 88 (06/15/91)    1.119  (m)            3.67   (f) UNKNOWN     2 1
 AD5838  NGVD 29 (09/01/92)    1.601  (m)            5.25   (f) ADJUSTED    2 1
 AD5838
 AD5838.Superseded values are not recommended for survey control.
 AD5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5838.See file dsdata.txt to determine how the superseded data were derived.
 AD5838
 AD5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9163410724(NAD 83)
 AD5838_MARKER: DJ = TIDAL STATION DISK
 AD5838_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5838_SP_SET: SEAWALL
 AD5838_STAMPING: NO 4 1973
 AD5838_MARK LOGO: NOS   
 AD5838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5838+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 AD5838
 AD5838  HISTORY     - Date     Condition        Report By
 AD5838  HISTORY     - 1973     MONUMENTED       NOS
 AD5838  HISTORY     - 1981     GOOD             FLDNR
 AD5838  HISTORY     - 1989     GOOD             USPSQD
 AD5838  HISTORY     - 1989     GOOD             USPSQD
 AD5838  HISTORY     - 1990     GOOD             USPSQD
 AD5838  HISTORY     - 1990     GOOD             USPSQD
 AD5838  HISTORY     - 19910607 GOOD             USPSQD
 AD5838  HISTORY     - 19940312 GOOD             USPSQD
 AD5838  HISTORY     - 19950606 GOOD             USPSQD
 AD5838  HISTORY     - 19950610 GOOD             USPSQD
 AD5838  HISTORY     - 19980218 GOOD             USPSQD
 AD5838  HISTORY     - 20011219 GOOD             MOREKL
 AD5838  HISTORY     - 20020220 GOOD             MAPTEC
 AD5838  HISTORY     - 20020521 GOOD             MAPTEC
 AD5838
 AD5838                          STATION DESCRIPTION
 AD5838
 AD5838'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5838'IN DEERFIELD BEACH.
 AD5838'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5838'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5838'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5838'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5838'MARINA AND THE MARK.  THE MARK BEARS 67.9 FEET EAST OF THE WEST END OF
 AD5838'THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5838'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5838
 AD5838                          STATION RECOVERY (1989)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1989)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1990)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1990)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1991)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1994)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1995)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1995)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1998)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (2001)
 AD5838
 AD5838'RECOVERY NOTE BY MORGAN AND EKLUND INC 2001 (MAB)
 AD5838'RECOVERED AS DESCRIBED.
 AD5838' 
 AD5838' 
 AD5838' 
 AD5838'
 AD5838
 AD5838                          STATION RECOVERY (2002)
 AD5838
 AD5838'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD5838'THE STATION IS LOCATED AT THE END OF A PARKING SLOT IN A VALET
 AD5838'PARKING LOT FOR THE COVE RESTAURANT.  THE PHONE NUMBER FOR THE
 AD5838'VALET COMPANY IS 954-564-1750, PHONE NUMBER FOR VALET AT THE SITE IS
 AD5838'594-429-0802.  CALL IN ADVANCE AND VALETS WILL TRY AND WORK WITH
 AD5838'YOU IN OCCUPATION OF SURVEY MARKER.  NOTE DO NOT ARRIVE DURING
 AD5838'PEAK RESTAURANT HOURS.
 AD5838' 
 AD5838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 AD5838'STATE HIGHWAY 810 IN DEERFIELD BEACH, GO EAST ON HIGHWAY 810 FOR
 AD5838'0.5 MI (0.8 KM) TO RED LIGHT AND ENTRANCE TO THE COVE SHOPPING
 AD5838'CENTER.  TURN RIGHT SOUTH 0.05 MI (0.08 KM), TURN LEFT AND GO EAST
 AD5838'THROUGH PARKING LOT FOR 0.05 MI (0.08 KM) TO A STOP SIGN.  CONTINUE
 AD5838'AHEAD TOWARDS PALS CHARLES CRAB AND THE COVE RESTAURANTS FOR
 AD5838'0.05 MI (0.08 KM) TO ENTRANCES TO VALET PARKING ON LEFT AND RIGHT.
 AD5838'TURN RIGHT INTO VALET PARKING FOR THE COVE AND THE STATION IN THE
 AD5838'SEAWALL.
 AD5838' 
 AD5838'THE MARK IS 21.2 M (67.9 FT) EAST OF THE NORTHWEST CORNER OF THE
 AD5838'SEAWALL  AROUND MARINA.
 AD5838' 
 AD5838'
 AD5838
 AD5838                          STATION RECOVERY (2002)
 AD5838
 AD5838'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5838'RECOVERED AS DESCRIBED.
 AD5838'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8801 ***********************************************************************
 AJ8801  DESIGNATION -  872 2832 TIDAL 5
 AJ8801  PID         -  AJ8801
 AJ8801  STATE/COUNTY-  FL/BROWARD
 AJ8801  USGS QUAD   -  BOCA RATON (1983)
 AJ8801
 AJ8801                         *CURRENT SURVEY CONTROL
 AJ8801  ___________________________________________________________________
 AJ8801* NAD 83(1999)-  26 18 48.46596(N)    080 04 55.72841(W)     ADJUSTED  
 AJ8801* NAVD 88     -         1.121  (meters)       3.68   (feet)  ADJUSTED  
 AJ8801  ___________________________________________________________________
 AJ8801  X           -     985,360.876 (meters)                     COMP
 AJ8801  Y           -  -5,635,494.750 (meters)                     COMP
 AJ8801  Z           -   2,810,223.070 (meters)                     COMP
 AJ8801  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 AJ8801  ELLIP HEIGHT-         -24.80  (meters)          (12/12/02) GPS OBS
 AJ8801  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AJ8801  DYNAMIC HT  -           1.120 (meters)       3.67  (feet)  COMP
 AJ8801  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 AJ8801
 AJ8801  HORZ ORDER  -  FIRST
 AJ8801  VERT ORDER  -  FIRST     CLASS II
 AJ8801  ELLP ORDER  -  THIRD     CLASS I
 AJ8801
 AJ8801.The horizontal coordinates were established by GPS observations
 AJ8801.and adjusted by the National Geodetic Survey in December 2002..
 AJ8801
 AJ8801.The orthometric height was determined by differential leveling
 AJ8801.and adjusted by the National Geodetic Survey in May 2002..
 AJ8801.No vertical observational check was made to the station.
 AJ8801
 AJ8801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8801
 AJ8801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8801
 AJ8801.The ellipsoidal height was determined by GPS observations
 AJ8801.and is referenced to NAD 83.
 AJ8801
 AJ8801.The geoid height was determined by GEOID03.
 AJ8801
 AJ8801.The dynamic height is computed by dividing the NAVD 88
 AJ8801.geopotential number by the normal gravity value computed on the
 AJ8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8801.degrees latitude (g = 980.6199 gals.).
 AJ8801
 AJ8801.The modeled gravity was interpolated from observed gravity values.
 AJ8801
 AJ8801;                    North         East     Units Scale Factor Converg.
 AJ8801;SPC FL E     -   219,666.882   291,645.123   MT  1.00004484   +0 24 24.8
 AJ8801;SPC FL E     -   720,690.43    956,839.04   sFT  1.00004484   +0 24 24.8
 AJ8801;UTM  17      - 2,910,723.914   591,613.854   MT  0.99970362   +0 24 24.8
 AJ8801
 AJ8801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8801!SPC FL E     -   1.00000390  x   1.00004484  =   1.00004874
 AJ8801!UTM  17      -   1.00000390  x   0.99970362  =   0.99970752
 AJ8801
 AJ8801:                Primary Azimuth Mark                     Grid Az
 AJ8801:SPC FL E     -  872 2832 F TIDAL                         296 04 10.4
 AJ8801:UTM  17      -  872 2832 F TIDAL                         296 04 10.4
 AJ8801
 AJ8801|---------------------------------------------------------------------|
 AJ8801| PID    Reference Object                     Distance      Geod. Az  |
 AJ8801|                                                           dddmmss.s |
 AJ8801| AD5839 872 2832 F TIDAL                    APPROX. 0.7 KM 2962835.2 |
 AJ8801|---------------------------------------------------------------------|
 AJ8801
 AJ8801                          SUPERSEDED SURVEY CONTROL
 AJ8801
 AJ8801  NAVD 88 (12/12/02)    1.12   (m)            3.7    (f) LEVELING    3  
 AJ8801
 AJ8801.Superseded values are not recommended for survey control.
 AJ8801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8801.See file dsdata.txt to determine how the superseded data were derived.
 AJ8801
 AJ8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9161410724(NAD 83)
 AJ8801_MARKER: DJ = TIDAL STATION DISK
 AJ8801_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ8801_SP_SET: SEAWALL
 AJ8801_STAMPING: NO 5 1973
 AJ8801_MARK LOGO: NOS   
 AJ8801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8801+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 AJ8801
 AJ8801  HISTORY     - Date     Condition        Report By
 AJ8801  HISTORY     - 1973     MONUMENTED       NOS
 AJ8801  HISTORY     - 20011219 GOOD             MOREKL
 AJ8801  HISTORY     - 20020422 GOOD             MAPTEC
 AJ8801
 AJ8801                          STATION DESCRIPTION
 AJ8801
 AJ8801'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8801'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MILES) NORTH NORTHWEST OF
 AJ8801'HILLSBORO BEACH,
 AJ8801'ABOUT 2.7 KM (1.7 MILES) SOUTH SOUTHWEST OF BOCA RATON INLET, ABOUT
 AJ8801'0.8 KM (0.5 MILES)
 AJ8801'SOUTH OF THE PALM BEACH, BROWARD COUNTY LINE.
 AJ8801' 
 AJ8801'OWNERSHIP  COVE MARINA.
 AJ8801' 
 AJ8801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AJ8801'ROAD 810 IN
 AJ8801'DEERFIELD BEACH, GO EAST ON STATE ROAD 810 FOR 0.4 KM (0.25 MILES) TO
 AJ8801'SOUTHEAST 12TH
 AJ8801'AVENUE, TURN RIGHT AND GO SOUTH ON SOUTHEAST 12TH AVENUE FOR 0.2 KM
 AJ8801'(0.15 MILES) TO
 AJ8801'SOUTHEAST 3RD COURT, TURN LEFT AND GO EAST ON SOUTHEAST 3RD COURT FOR
 AJ8801'0.6 KM (0.35
 AJ8801'MILES) TO ITS END AT THE COVE MARINA AND THE MARK.
 AJ8801' 
 AJ8801'THE MARK IS 2.2 METERS (7.1 FEET) SOUTH OF THE SOUTH END OF A 5 INCH
 AJ8801'RAISED CURB AROUND A
 AJ8801'PLANTED AREA, 2.3 METERS (7.4 FEET) EAST OF THE WEST END OF A CONCRETE
 AJ8801'SEAWALL, 6.9
 AJ8801'METERS (22.5 FEET) EAST OF A CONCRETE LIGHT POLE AND 20.0 METERS (65.5
 AJ8801'FEET) WEST OF 872
 AJ8801'2832 TIDAL 4 (PID AD5838).
 AJ8801' 
 AJ8801'
 AJ8801
 AJ8801                          STATION RECOVERY (2002)
 AJ8801
 AJ8801'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ8801'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MILES) NORTH NORTHWEST OF
 AJ8801'HILLSBORO BEACH,
 AJ8801'ABOUT 2.7 KM (1.7 MILES) SOUTH SOUTHWEST OF BOCA RATON INLET, ABOUT
 AJ8801'0.8 KM (0.5 MILES)
 AJ8801'SOUTH OF THE PALM BEACH, BROWARD COUNTY LINE.
 AJ8801' 
 AJ8801'OWNERSHIP  COVE MARINA.
 AJ8801' 
 AJ8801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AJ8801'ROAD 810 IN
 AJ8801'DEERFIELD BEACH, GO EAST ON STATE ROAD 810 FOR 0.4 KM (0.25 MILES) TO
 AJ8801'SOUTHEAST 12TH
 AJ8801'AVENUE, TURN RIGHT AND GO SOUTH ON SOUTHEAST 12TH AVENUE FOR 0.2 KM
 AJ8801'(0.15 MILES) TO
 AJ8801'SOUTHEAST 3RD COURT, TURN LEFT AND GO EAST ON SOUTHEAST 3RD COURT FOR
 AJ8801'0.6 KM (0.35
 AJ8801'MILES) TO ITS END AT THE COVE MARINA AND THE MARK.
 AJ8801' 
 AJ8801'THE MARK IS 2.2 METERS (7.1 FEET) SOUTH OF THE SOUTH END OF A 5 INCH
 AJ8801'RAISED CURB AROUND A
 AJ8801'PLANTED AREA, 2.3 METERS (7.4 FEET) EAST OF THE WEST END OF A CONCRETE
 AJ8801'SEAWALL, 6.9
 AJ8801'METERS (22.5 FEET) EAST OF A CONCRETE LIGHT POLE AND 20.0 METERS (65.5
 AJ8801'FEET) WEST OF 872
 AJ8801'2832 TIDAL 4 (PID AD5838).
 AJ8801' 
 AJ8801'STATION RECOVERY (2002)
 AJ8801'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ8801'RECOVERED AS DESCRIBED.
 AJ8801' 
 AJ8801'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8067 ***********************************************************************
 AD8067  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8067  DESIGNATION -  872 2854 TIDAL 1
 AD8067  PID         -  AD8067
 AD8067  STATE/COUNTY-  FL/BROWARD
 AD8067  USGS QUAD   -  BOCA RATON (1983)
 AD8067
 AD8067                         *CURRENT SURVEY CONTROL
 AD8067  ___________________________________________________________________
 AD8067* NAD 83(1986)-  26 16 30.     (N)    080 04 50.     (W)     SCALED    
 AD8067* NAVD 88     -         0.991  (meters)       3.25   (feet)  ADJUSTED  
 AD8067  ___________________________________________________________________
 AD8067  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AD8067  DYNAMIC HT  -           0.989 (meters)       3.24  (feet)  COMP
 AD8067  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 AD8067
 AD8067  VERT ORDER  -  SECOND    CLASS I
 AD8067
 AD8067.The horizontal coordinates were scaled from a topographic map and have
 AD8067.an estimated accuracy of +/- 6 seconds.
 AD8067
 AD8067.The orthometric height was determined by differential leveling
 AD8067.and adjusted by the National Geodetic Survey in September 1996..
 AD8067
 AD8067.This Tidal Bench Mark is designated as VM 5657
 AD8067.by the Center for Operational Oceanographic Products and Services.
 AD8067
 AD8067.The geoid height was determined by GEOID03.
 AD8067
 AD8067.The dynamic height is computed by dividing the NAVD 88
 AD8067.geopotential number by the normal gravity value computed on the
 AD8067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8067.degrees latitude (g = 980.6199 gals.).
 AD8067
 AD8067.The modeled gravity was interpolated from observed gravity values.
 AD8067
 AD8067;                    North         East    Units  Estimated Accuracy
 AD8067;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8067
 AD8067                          SUPERSEDED SURVEY CONTROL
 AD8067
 AD8067  NGVD 29 (09/01/92)    1.472  (m)            4.83   (f) ADJUSTED    2 1
 AD8067
 AD8067.Superseded values are not recommended for survey control.
 AD8067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8067.See file dsdata.txt to determine how the superseded data were derived.
 AD8067
 AD8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8067_MARKER: DJ = TIDAL STATION DISK
 AD8067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8067_SP_SET: CONCRETE SEAWALL
 AD8067_STAMPING: NO 1 1973
 AD8067_MARK LOGO: NOS   
 AD8067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8067+STABILITY: SURFACE MOTION
 AD8067
 AD8067  HISTORY     - Date     Condition        Report By
 AD8067  HISTORY     - 1973     MONUMENTED       NOS
 AD8067  HISTORY     - 1986     GOOD             FLDNR
 AD8067  HISTORY     - 1986     GOOD             FLDNR
 AD8067  HISTORY     - 19950606 GOOD             USPSQD
 AD8067  HISTORY     - 19980218 GOOD             USPSQD
 AD8067  HISTORY     - 20020228 GOOD             USPSQD
 AD8067  HISTORY     - 20041213 GOOD             FLDT
 AD8067
 AD8067                          STATION DESCRIPTION
 AD8067
 AD8067'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (1986)
 AD8067
 AD8067'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8067'0.95 MI NORTH FROM POMPANO BEACH.
 AD8067'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8067'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8067'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8067'CONDOMINIUM), 28 FEET WEST OF THE CENTERLINE OF A1A, 16.6 FEET EAST
 AD8067'OF THE NORTHWEST CORNER OF THE SEAWALL AND 2.3 FEET WEST OF THE EAST
 AD8067'END OF THE SEAWALL.
 AD8067
 AD8067                          STATION RECOVERY (1995)
 AD8067
 AD8067'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (1998)
 AD8067
 AD8067'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (2002)
 AD8067
 AD8067'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (2004)
 AD8067
 AD8067'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8067'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8068 ***********************************************************************
 AD8068  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8068  DESIGNATION -  872 2854 TIDAL 2
 AD8068  PID         -  AD8068
 AD8068  STATE/COUNTY-  FL/BROWARD
 AD8068  USGS QUAD   -  BOCA RATON (1983)
 AD8068
 AD8068                         *CURRENT SURVEY CONTROL
 AD8068  ___________________________________________________________________
 AD8068* NAD 83(1986)-  26 16 30.     (N)    080 04 50.     (W)     SCALED    
 AD8068* NAVD 88     -         0.965  (meters)       3.17   (feet)  ADJUSTED  
 AD8068  ___________________________________________________________________
 AD8068  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AD8068  DYNAMIC HT  -           0.964 (meters)       3.16  (feet)  COMP
 AD8068  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 AD8068
 AD8068  VERT ORDER  -  SECOND    CLASS I
 AD8068
 AD8068.The horizontal coordinates were scaled from a topographic map and have
 AD8068.an estimated accuracy of +/- 6 seconds.
 AD8068
 AD8068.The orthometric height was determined by differential leveling
 AD8068.and adjusted by the National Geodetic Survey in September 1996..
 AD8068
 AD8068.This Tidal Bench Mark is designated as VM 5658
 AD8068.by the Center for Operational Oceanographic Products and Services.
 AD8068
 AD8068.The geoid height was determined by GEOID03.
 AD8068
 AD8068.The dynamic height is computed by dividing the NAVD 88
 AD8068.geopotential number by the normal gravity value computed on the
 AD8068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8068.degrees latitude (g = 980.6199 gals.).
 AD8068
 AD8068.The modeled gravity was interpolated from observed gravity values.
 AD8068
 AD8068;                    North         East    Units  Estimated Accuracy
 AD8068;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8068
 AD8068                          SUPERSEDED SURVEY CONTROL
 AD8068
 AD8068  NGVD 29 (09/01/92)    1.447  (m)            4.75   (f) ADJUSTED    2 1
 AD8068
 AD8068.Superseded values are not recommended for survey control.
 AD8068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8068.See file dsdata.txt to determine how the superseded data were derived.
 AD8068
 AD8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8068_MARKER: DJ = TIDAL STATION DISK
 AD8068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8068_SP_SET: CONCRETE SEAWALL
 AD8068_STAMPING: NO 2 1973
 AD8068_MARK LOGO: NOS   
 AD8068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8068+STABILITY: SURFACE MOTION
 AD8068
 AD8068  HISTORY     - Date     Condition        Report By
 AD8068  HISTORY     - 1973     MONUMENTED       NOS
 AD8068  HISTORY     - 1986     GOOD             FLDNR
 AD8068  HISTORY     - 1986     GOOD             FLDNR
 AD8068  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD8068  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD8068  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD8068  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD8068
 AD8068                          STATION DESCRIPTION
 AD8068
 AD8068'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8068'RECOVERED IN GOOD CONDITION.
 AD8068
 AD8068                          STATION RECOVERY (1986)
 AD8068
 AD8068'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8068'0.95 MI NORTH FROM POMPANO BEACH.
 AD8068'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8068'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8068'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8068'CONDOMINIUM), 12 FEET SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL
 AD8068'AND 2.2 FEET EAST OF THE WEST EDGE OF THE SEAWALL.
 AD8068
 AD8068                          STATION RECOVERY (1995)
 AD8068
 AD8068'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8068'MARK NOT FOUND.
 AD8068
 AD8068                          STATION RECOVERY (1998)
 AD8068
 AD8068'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8068'MARK NOT FOUND.
 AD8068
 AD8068                          STATION RECOVERY (2002)
 AD8068
 AD8068'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8068'MARK NOT FOUND.
 AD8068
 AD8068                          STATION RECOVERY (2004)
 AD8068
 AD8068'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8068'MARK NOT FOUND BECAUSE THE SEAWALL IS COVERED BY A BOARDWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8069 ***********************************************************************
 AD8069  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8069  DESIGNATION -  872 2854 TIDAL 3
 AD8069  PID         -  AD8069
 AD8069  STATE/COUNTY-  FL/BROWARD
 AD8069  USGS QUAD   -  BOCA RATON (1983)
 AD8069
 AD8069                         *CURRENT SURVEY CONTROL
 AD8069  ___________________________________________________________________
 AD8069* NAD 83(1986)-  26 16 30.     (N)    080 04 50.     (W)     SCALED    
 AD8069* NAVD 88     -         0.953  (meters)       3.13   (feet)  ADJUSTED  
 AD8069  ___________________________________________________________________
 AD8069  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AD8069  DYNAMIC HT  -           0.952 (meters)       3.12  (feet)  COMP
 AD8069  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 AD8069
 AD8069  VERT ORDER  -  SECOND    CLASS I
 AD8069
 AD8069.The horizontal coordinates were scaled from a topographic map and have
 AD8069.an estimated accuracy of +/- 6 seconds.
 AD8069
 AD8069.The orthometric height was determined by differential leveling
 AD8069.and adjusted by the National Geodetic Survey in September 1996..
 AD8069
 AD8069.This Tidal Bench Mark is designated as VM 5659
 AD8069.by the Center for Operational Oceanographic Products and Services.
 AD8069
 AD8069.The geoid height was determined by GEOID03.
 AD8069
 AD8069.The dynamic height is computed by dividing the NAVD 88
 AD8069.geopotential number by the normal gravity value computed on the
 AD8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8069.degrees latitude (g = 980.6199 gals.).
 AD8069
 AD8069.The modeled gravity was interpolated from observed gravity values.
 AD8069
 AD8069;                    North         East    Units  Estimated Accuracy
 AD8069;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8069
 AD8069                          SUPERSEDED SURVEY CONTROL
 AD8069
 AD8069  NGVD 29 (09/01/92)    1.435  (m)            4.71   (f) ADJUSTED    2 1
 AD8069
 AD8069.Superseded values are not recommended for survey control.
 AD8069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8069.See file dsdata.txt to determine how the superseded data were derived.
 AD8069
 AD8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8069_MARKER: DJ = TIDAL STATION DISK
 AD8069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8069_SP_SET: CONCRETE SEAWALL
 AD8069_STAMPING: NO 3 1973
 AD8069_MARK LOGO: NOS   
 AD8069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8069+STABILITY: SURFACE MOTION
 AD8069
 AD8069  HISTORY     - Date     Condition        Report By
 AD8069  HISTORY     - 1973     MONUMENTED       NOS
 AD8069  HISTORY     - 1986     GOOD             FLDNR
 AD8069  HISTORY     - 1986     GOOD             FLDNR
 AD8069  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD8069  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD8069  HISTORY     - 19980218 GOOD             USPSQD
 AD8069  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD8069  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD8069
 AD8069                          STATION DESCRIPTION
 AD8069
 AD8069'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8069'RECOVERED IN GOOD CONDITION.
 AD8069
 AD8069                          STATION RECOVERY (1986)
 AD8069
 AD8069'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8069'0.95 MI NORTH FROM POMPANO BEACH.
 AD8069'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8069'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8069'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8069'CONDOMINIUM), 90.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL,
 AD8069'123.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE SEAWALL AND 1.4 FEET
 AD8069'EAST OF THE WEST EDGE OF THE SEAWALL.
 AD8069
 AD8069                          STATION RECOVERY (1994)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8069'MARK NOT FOUND.
 AD8069
 AD8069                          STATION RECOVERY (1995)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8069'MARK NOT FOUND.
 AD8069
 AD8069                          STATION RECOVERY (1998)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8069'RECOVERED IN GOOD CONDITION.
 AD8069
 AD8069                          STATION RECOVERY (2002)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8069'MARK NOT FOUND.
 AD8069
 AD8069                          STATION RECOVERY (2004)
 AD8069
 AD8069'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8069'MARK NOT FOUND SEAWALL COVERED BY BOARD WALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8070 ***********************************************************************
 AD8070  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8070  DESIGNATION -  872 2854 TIDAL 4
 AD8070  PID         -  AD8070
 AD8070  STATE/COUNTY-  FL/BROWARD
 AD8070  USGS QUAD   -  BOCA RATON (1983)
 AD8070
 AD8070                         *CURRENT SURVEY CONTROL
 AD8070  ___________________________________________________________________
 AD8070* NAD 83(1986)-  26 16 30.     (N)    080 04 50.     (W)     SCALED    
 AD8070* NAVD 88     -         0.964  (meters)       3.16   (feet)  ADJUSTED  
 AD8070  ___________________________________________________________________
 AD8070  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AD8070  DYNAMIC HT  -           0.963 (meters)       3.16  (feet)  COMP
 AD8070  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 AD8070
 AD8070  VERT ORDER  -  SECOND    CLASS I
 AD8070
 AD8070.The horizontal coordinates were scaled from a topographic map and have
 AD8070.an estimated accuracy of +/- 6 seconds.
 AD8070
 AD8070.The orthometric height was determined by differential leveling
 AD8070.and adjusted by the National Geodetic Survey in September 1996..
 AD8070
 AD8070.This Tidal Bench Mark is designated as VM 5660
 AD8070.by the Center for Operational Oceanographic Products and Services.
 AD8070
 AD8070.The geoid height was determined by GEOID03.
 AD8070
 AD8070.The dynamic height is computed by dividing the NAVD 88
 AD8070.geopotential number by the normal gravity value computed on the
 AD8070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8070.degrees latitude (g = 980.6199 gals.).
 AD8070
 AD8070.The modeled gravity was interpolated from observed gravity values.
 AD8070
 AD8070;                    North         East    Units  Estimated Accuracy
 AD8070;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8070
 AD8070                          SUPERSEDED SURVEY CONTROL
 AD8070
 AD8070  NGVD 29 (09/01/92)    1.446  (m)            4.74   (f) ADJUSTED    2 1
 AD8070
 AD8070.Superseded values are not recommended for survey control.
 AD8070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8070.See file dsdata.txt to determine how the superseded data were derived.
 AD8070
 AD8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8070_MARKER: DJ = TIDAL STATION DISK
 AD8070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8070_SP_SET: CONCRETE SEAWALL
 AD8070_STAMPING: NO 4 1973
 AD8070_MARK LOGO: NOS   
 AD8070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8070+STABILITY: SURFACE MOTION
 AD8070
 AD8070  HISTORY     - Date     Condition        Report By
 AD8070  HISTORY     - 1973     MONUMENTED       NOS
 AD8070  HISTORY     - 1986     GOOD             FLDNR
 AD8070  HISTORY     - 1986     GOOD             FLDNR
 AD8070  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD8070  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD8070  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD8070  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD8070
 AD8070                          STATION DESCRIPTION
 AD8070
 AD8070'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8070'RECOVERED IN GOOD CONDITION.
 AD8070
 AD8070                          STATION RECOVERY (1986)
 AD8070
 AD8070'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8070'0.95 MI NORTH FROM POMPANO BEACH.
 AD8070'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8070'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8070'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8070'CONDOMINIUM), 40.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE SEAWALL
 AD8070'AND 1.1 FEET EAST OF THE WEST EDGE OF THE SEAWALL.
 AD8070
 AD8070                          STATION RECOVERY (1995)
 AD8070
 AD8070'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8070'MARK NOT FOUND.
 AD8070
 AD8070                          STATION RECOVERY (1998)
 AD8070
 AD8070'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8070'MARK NOT FOUND.
 AD8070
 AD8070                          STATION RECOVERY (2002)
 AD8070
 AD8070'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8070'MARK NOT FOUND.
 AD8070
 AD8070                          STATION RECOVERY (2004)
 AD8070
 AD8070'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8070'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8071 ***********************************************************************
 AD8071  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8071  DESIGNATION -  872 2854 TIDAL 5
 AD8071  PID         -  AD8071
 AD8071  STATE/COUNTY-  FL/BROWARD
 AD8071  USGS QUAD   -  BOCA RATON (1983)
 AD8071
 AD8071                         *CURRENT SURVEY CONTROL
 AD8071  ___________________________________________________________________
 AD8071* NAD 83(1986)-  26 16 30.     (N)    080 04 50.     (W)     SCALED    
 AD8071* NAVD 88     -         0.959  (meters)       3.15   (feet)  ADJUSTED  
 AD8071  ___________________________________________________________________
 AD8071  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AD8071  DYNAMIC HT  -           0.957 (meters)       3.14  (feet)  COMP
 AD8071  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 AD8071
 AD8071  VERT ORDER  -  SECOND    CLASS I
 AD8071
 AD8071.The horizontal coordinates were scaled from a topographic map and have
 AD8071.an estimated accuracy of +/- 6 seconds.
 AD8071
 AD8071.The orthometric height was determined by differential leveling
 AD8071.and adjusted by the National Geodetic Survey in September 1996..
 AD8071
 AD8071.This Tidal Bench Mark is designated as VM 5661
 AD8071.by the Center for Operational Oceanographic Products and Services.
 AD8071
 AD8071.The geoid height was determined by GEOID03.
 AD8071
 AD8071.The dynamic height is computed by dividing the NAVD 88
 AD8071.geopotential number by the normal gravity value computed on the
 AD8071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8071.degrees latitude (g = 980.6199 gals.).
 AD8071
 AD8071.The modeled gravity was interpolated from observed gravity values.
 AD8071
 AD8071;                    North         East    Units  Estimated Accuracy
 AD8071;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8071
 AD8071                          SUPERSEDED SURVEY CONTROL
 AD8071
 AD8071  NGVD 29 (09/01/92)    1.440  (m)            4.72   (f) ADJUSTED    2 1
 AD8071
 AD8071.Superseded values are not recommended for survey control.
 AD8071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8071.See file dsdata.txt to determine how the superseded data were derived.
 AD8071
 AD8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8071_MARKER: DJ = TIDAL STATION DISK
 AD8071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8071_SP_SET: CONCRETE SEAWALL
 AD8071_STAMPING: NO 5 1973
 AD8071_MARK LOGO: NOS   
 AD8071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8071+STABILITY: SURFACE MOTION
 AD8071
 AD8071  HISTORY     - Date     Condition        Report By
 AD8071  HISTORY     - 1973     MONUMENTED       NOS
 AD8071  HISTORY     - 1986     GOOD             FLDNR
 AD8071  HISTORY     - 1986     GOOD             FLDNR
 AD8071  HISTORY     - 19950606 GOOD             USPSQD
 AD8071  HISTORY     - 19980218 GOOD             USPSQD
 AD8071  HISTORY     - 20020228 GOOD             USPSQD
 AD8071  HISTORY     - 20041213 GOOD             FLDT
 AD8071
 AD8071                          STATION DESCRIPTION
 AD8071
 AD8071'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (1986)
 AD8071
 AD8071'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8071'0.95 MI NORTH FROM POMPANO BEACH.
 AD8071'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8071'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8071'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8071'CONDOMINIUM), 20.3 FEET EAST OF THE SOUTHWEST CORNER OF THE SEAWALL,
 AD8071'4 FEET WEST OF THE EAST END OF THE SEAWALL AND 1.6 FEET NORTH OF THE
 AD8071'SOUTH EDGE OF THE SEAWALL.
 AD8071
 AD8071                          STATION RECOVERY (1995)
 AD8071
 AD8071'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (1998)
 AD8071
 AD8071'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (2002)
 AD8071
 AD8071'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (2004)
 AD8071
 AD8071'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8071'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5849 ***********************************************************************
 AD5849  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5849  DESIGNATION -  872 2859 TIDAL 1
 AD5849  PID         -  AD5849
 AD5849  STATE/COUNTY-  FL/BROWARD
 AD5849  USGS QUAD   -  BOCA RATON (1983)
 AD5849
 AD5849                         *CURRENT SURVEY CONTROL
 AD5849  ___________________________________________________________________
 AD5849* NAD 83(1986)-  26 15 37.     (N)    080 05 05.     (W)     SCALED    
 AD5849* NAVD 88     -         0.895  (meters)       2.94   (feet)  ADJUSTED  
 AD5849  ___________________________________________________________________
 AD5849  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AD5849  DYNAMIC HT  -           0.893 (meters)       2.93  (feet)  COMP
 AD5849  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 AD5849
 AD5849  VERT ORDER  -  SECOND    CLASS I
 AD5849
 AD5849.The horizontal coordinates were scaled from a topographic map and have
 AD5849.an estimated accuracy of +/- 6 seconds.
 AD5849
 AD5849.The orthometric height was determined by differential leveling
 AD5849.and adjusted by the National Geodetic Survey in June 1991..
 AD5849
 AD5849.This Tidal Bench Mark is designated as VM 5665
 AD5849.by the Center for Operational Oceanographic Products and Services.
 AD5849
 AD5849.The geoid height was determined by GEOID03.
 AD5849
 AD5849.The dynamic height is computed by dividing the NAVD 88
 AD5849.geopotential number by the normal gravity value computed on the
 AD5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5849.degrees latitude (g = 980.6199 gals.).
 AD5849
 AD5849.The modeled gravity was interpolated from observed gravity values.
 AD5849
 AD5849;                    North         East    Units  Estimated Accuracy
 AD5849;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5849
 AD5849                          SUPERSEDED SURVEY CONTROL
 AD5849
 AD5849  NGVD 29 (09/01/92)    1.373  (m)            4.50   (f) ADJUSTED    2 1
 AD5849
 AD5849.Superseded values are not recommended for survey control.
 AD5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5849.See file dsdata.txt to determine how the superseded data were derived.
 AD5849
 AD5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5849_MARKER: DJ = TIDAL STATION DISK
 AD5849_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5849_SP_SET: CONCRETE SEAWALL
 AD5849_STAMPING: NO 1 1973
 AD5849_MARK LOGO: NOS   
 AD5849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5849
 AD5849  HISTORY     - Date     Condition        Report By
 AD5849  HISTORY     - 1973     MONUMENTED       NOS
 AD5849  HISTORY     - 1981     GOOD             FLDNR
 AD5849  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 1989     GOOD             USPSQD
 AD5849  HISTORY     - 1990     GOOD             USPSQD
 AD5849  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 19910607 GOOD             USPSQD
 AD5849  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 19980218 GOOD             USPSQD
 AD5849  HISTORY     - 20020417 MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5849
 AD5849                          STATION DESCRIPTION
 AD5849
 AD5849'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5849'IN POMPANO BEACH.
 AD5849'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5849'THE MARK IS SET IN THE SEAWALL AND BEARS 39.5 FEET SOUTH OF THE
 AD5849'NORTHERN BOUNDARY OF THE HILLSBORO INLET MARINA PROPERTY, 4 FEET SOUTH
 AD5849'OF THE CENTERLINE OF A PIER, AND RECOVERED AS DESCRIBED IN NOS TIDAL
 AD5849'DATA, QUAD 260802.
 AD5849'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5849
 AD5849                          STATION RECOVERY (1989)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1989)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCM)
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (1990)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (1990)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1991)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (1994)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1995)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1998)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (2002)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWL)
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (2004)
 AD5849
 AD5849'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5849'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5850 ***********************************************************************
 AD5850  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5850  DESIGNATION -  872 2859 TIDAL 2
 AD5850  PID         -  AD5850
 AD5850  STATE/COUNTY-  FL/BROWARD
 AD5850  USGS QUAD   -  BOCA RATON (1983)
 AD5850
 AD5850                         *CURRENT SURVEY CONTROL
 AD5850  ___________________________________________________________________
 AD5850* NAD 83(1986)-  26 15 37.     (N)    080 05 05.     (W)     SCALED    
 AD5850* NAVD 88     -         0.915  (meters)       3.00   (feet)  ADJUSTED  
 AD5850  ___________________________________________________________________
 AD5850  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AD5850  DYNAMIC HT  -           0.914 (meters)       3.00  (feet)  COMP
 AD5850  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 AD5850
 AD5850  VERT ORDER  -  SECOND    CLASS I
 AD5850
 AD5850.The horizontal coordinates were scaled from a topographic map and have
 AD5850.an estimated accuracy of +/- 6 seconds.
 AD5850
 AD5850.The orthometric height was determined by differential leveling
 AD5850.and adjusted by the National Geodetic Survey in June 1991..
 AD5850
 AD5850.This Tidal Bench Mark is designated as VM 5666
 AD5850.by the Center for Operational Oceanographic Products and Services.
 AD5850
 AD5850.The geoid height was determined by GEOID03.
 AD5850
 AD5850.The dynamic height is computed by dividing the NAVD 88
 AD5850.geopotential number by the normal gravity value computed on the
 AD5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5850.degrees latitude (g = 980.6199 gals.).
 AD5850
 AD5850.The modeled gravity was interpolated from observed gravity values.
 AD5850
 AD5850;                    North         East    Units  Estimated Accuracy
 AD5850;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5850
 AD5850                          SUPERSEDED SURVEY CONTROL
 AD5850
 AD5850  NGVD 29 (09/01/92)    1.394  (m)            4.57   (f) ADJUSTED    2 1
 AD5850
 AD5850.Superseded values are not recommended for survey control.
 AD5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5850.See file dsdata.txt to determine how the superseded data were derived.
 AD5850
 AD5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5850_MARKER: DJ = TIDAL STATION DISK
 AD5850_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5850_SP_SET: CONCRETE SEAWALL
 AD5850_STAMPING: NO 2 1973
 AD5850_MARK LOGO: NOS   
 AD5850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5850
 AD5850  HISTORY     - Date     Condition        Report By
 AD5850  HISTORY     - 1973     MONUMENTED       NOS
 AD5850  HISTORY     - 1981     GOOD             FLDNR
 AD5850  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5850  HISTORY     - 1989     GOOD             USPSQD
 AD5850  HISTORY     - 1990     GOOD             USPSQD
 AD5850  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5850  HISTORY     - 19910607 GOOD             USPSQD
 AD5850  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5850  HISTORY     - 20020212 GOOD             USPSQD
 AD5850
 AD5850                          STATION DESCRIPTION
 AD5850
 AD5850'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5850'IN POMPANO BEACH.
 AD5850'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5850'THE MARK IS SET IN THE SEAWALL AND BEARS 34.5 FEET NORTH OF THE
 AD5850'CENTERLINE OF A PIER, 1.0 FOOT SOUTH OF THE NORTH BOUNDARY OF
 AD5850'HILLSBORO INLET MARINA PROPERTY, AND RECOVERED AS DESCRIBED IN NOS
 AD5850'TIDAL DATA, QUAD 260802.
 AD5850'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5850
 AD5850                          STATION RECOVERY (1989)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5850'MARK NOT FOUND.
 AD5850
 AD5850                          STATION RECOVERY (1989)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCM)
 AD5850'RECOVERED IN GOOD CONDITION.
 AD5850
 AD5850                          STATION RECOVERY (1990)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5850'RECOVERED IN GOOD CONDITION.
 AD5850
 AD5850                          STATION RECOVERY (1990)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5850'MARK NOT FOUND.
 AD5850
 AD5850                          STATION RECOVERY (1991)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5850'RECOVERED IN GOOD CONDITION.
 AD5850
 AD5850                          STATION RECOVERY (1995)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5850'MARK NOT FOUND.
 AD5850
 AD5850                          STATION RECOVERY (2002)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5848 ***********************************************************************
 AD5848  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5848  DESIGNATION -  872 2859 TIDAL 3
 AD5848  PID         -  AD5848
 AD5848  STATE/COUNTY-  FL/BROWARD
 AD5848  USGS QUAD   -  BOCA RATON (1983)
 AD5848
 AD5848                         *CURRENT SURVEY CONTROL
 AD5848  ___________________________________________________________________
 AD5848* NAD 83(1986)-  26 15 37.     (N)    080 05 05.     (W)     SCALED    
 AD5848* NAVD 88     -         0.647  (meters)       2.12   (feet)  ADJUSTED  
 AD5848  ___________________________________________________________________
 AD5848  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AD5848  DYNAMIC HT  -           0.646 (meters)       2.12  (feet)  COMP
 AD5848  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 AD5848
 AD5848  VERT ORDER  -  SECOND    CLASS I
 AD5848
 AD5848.The horizontal coordinates were scaled from a topographic map and have
 AD5848.an estimated accuracy of +/- 6 seconds.
 AD5848
 AD5848.The orthometric height was determined by differential leveling
 AD5848.and adjusted by the National Geodetic Survey in June 1991..
 AD5848
 AD5848.This Tidal Bench Mark is designated as VM 5667
 AD5848.by the Center for Operational Oceanographic Products and Services.
 AD5848
 AD5848.The geoid height was determined by GEOID03.
 AD5848
 AD5848.The dynamic height is computed by dividing the NAVD 88
 AD5848.geopotential number by the normal gravity value computed on the
 AD5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5848.degrees latitude (g = 980.6199 gals.).
 AD5848
 AD5848.The modeled gravity was interpolated from observed gravity values.
 AD5848
 AD5848;                    North         East    Units  Estimated Accuracy
 AD5848;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5848
 AD5848                          SUPERSEDED SURVEY CONTROL
 AD5848
 AD5848  NGVD 29 (09/01/92)    1.126  (m)            3.69   (f) ADJUSTED    2 1
 AD5848
 AD5848.Superseded values are not recommended for survey control.
 AD5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5848.See file dsdata.txt to determine how the superseded data were derived.
 AD5848
 AD5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5848_MARKER: DJ = TIDAL STATION DISK
 AD5848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5848_SP_SET: CONCRETE CURBING
 AD5848_STAMPING: NO 3 1973
 AD5848_MARK LOGO: NOS   
 AD5848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5848
 AD5848  HISTORY     - Date     Condition        Report By
 AD5848  HISTORY     - 1973     MONUMENTED       NOS
 AD5848  HISTORY     - 1981     GOOD             FLDNR
 AD5848  HISTORY     - 1989     GOOD             USPSQD
 AD5848  HISTORY     - 1989     GOOD             USPSQD
 AD5848  HISTORY     - 1990     GOOD             USPSQD
 AD5848  HISTORY     - 1990     GOOD             USPSQD
 AD5848  HISTORY     - 19910607 GOOD             USPSQD
 AD5848  HISTORY     - 19940312 GOOD             USPSQD
 AD5848  HISTORY     - 19950606 GOOD             USPSQD
 AD5848  HISTORY     - 19980218 GOOD             USPSQD
 AD5848  HISTORY     - 20020212 GOOD             USPSQD
 AD5848  HISTORY     - 20041213 GOOD             FLDT
 AD5848
 AD5848                          STATION DESCRIPTION
 AD5848
 AD5848'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5848'IN POMPANO BEACH.
 AD5848'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5848'THE MARK IS SET IN THE CONCRETE CURBING NEAR A DRAIN AND BEARS 222
 AD5848'FEET SOUTH OF THE SOUTH END OF THE BRIDGE, 18 FEET WEST OF A1A
 AD5848'CENTERLINE, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5848'THE MARK IS ABOVE LEVEL WITH CURBING.
 AD5848
 AD5848                          STATION RECOVERY (1989)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1989)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1990)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1990)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1991)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1994)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1995)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1998)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (2002)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (2004)
 AD5848
 AD5848'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5848'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5846 ***********************************************************************
 AD5846  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5846  DESIGNATION -  872 2859 TIDAL 4
 AD5846  PID         -  AD5846
 AD5846  STATE/COUNTY-  FL/BROWARD
 AD5846  USGS QUAD   -  BOCA RATON (1983)
 AD5846
 AD5846                         *CURRENT SURVEY CONTROL
 AD5846  ___________________________________________________________________
 AD5846* NAD 83(1986)-  26 15 37.     (N)    080 05 05.     (W)     SCALED    
 AD5846* NAVD 88     -         1.738  (meters)       5.70   (feet)  ADJUSTED  
 AD5846  ___________________________________________________________________
 AD5846  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AD5846  DYNAMIC HT  -           1.735 (meters)       5.69  (feet)  COMP
 AD5846  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 AD5846
 AD5846  VERT ORDER  -  SECOND    CLASS I
 AD5846
 AD5846.The horizontal coordinates were scaled from a topographic map and have
 AD5846.an estimated accuracy of +/- 6 seconds.
 AD5846
 AD5846.The orthometric height was determined by differential leveling
 AD5846.and adjusted by the National Geodetic Survey in June 1991..
 AD5846
 AD5846.This Tidal Bench Mark is designated as VM 5668
 AD5846.by the Center for Operational Oceanographic Products and Services.
 AD5846
 AD5846.The geoid height was determined by GEOID03.
 AD5846
 AD5846.The dynamic height is computed by dividing the NAVD 88
 AD5846.geopotential number by the normal gravity value computed on the
 AD5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5846.degrees latitude (g = 980.6199 gals.).
 AD5846
 AD5846.The modeled gravity was interpolated from observed gravity values.
 AD5846
 AD5846;                    North         East    Units  Estimated Accuracy
 AD5846;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5846
 AD5846                          SUPERSEDED SURVEY CONTROL
 AD5846
 AD5846  NGVD 29 (09/01/92)    2.216  (m)            7.27   (f) ADJUSTED    2 1
 AD5846
 AD5846.Superseded values are not recommended for survey control.
 AD5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5846.See file dsdata.txt to determine how the superseded data were derived.
 AD5846
 AD5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5846_MARKER: DJ = TIDAL STATION DISK
 AD5846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5846_SP_SET: CONCRETE BRIDGE SIDEWALK
 AD5846_STAMPING: NO 4 1973
 AD5846_MARK LOGO: NOS   
 AD5846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5846
 AD5846  HISTORY     - Date     Condition        Report By
 AD5846  HISTORY     - 1973     MONUMENTED       NOS
 AD5846  HISTORY     - 1981     GOOD             FLDNR
 AD5846  HISTORY     - 1989     GOOD             USPSQD
 AD5846  HISTORY     - 1990     GOOD             USPSQD
 AD5846  HISTORY     - 1990     GOOD             USPSQD
 AD5846  HISTORY     - 19910607 GOOD             USPSQD
 AD5846  HISTORY     - 19950606 GOOD             USPSQD
 AD5846  HISTORY     - 19980218 GOOD             USPSQD
 AD5846  HISTORY     - 20020212 GOOD             USPSQD
 AD5846
 AD5846                          STATION DESCRIPTION
 AD5846
 AD5846'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5846'IN POMPANO BEACH.
 AD5846'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5846'THE MARK IS SET IN THE SOUTH END OF THE BRIDGE AND BEARS 16 FEET WEST
 AD5846'OF THE CENTER OF THE BRIDGE, 1.1 FEET WEST OF THE EAST EDGE OF THE
 AD5846'CURB, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5846'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AD5846
 AD5846                          STATION RECOVERY (1989)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1990)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1990)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1991)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1995)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1998)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (2002)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5847 ***********************************************************************
 AD5847  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5847  DESIGNATION -  872 2859 TIDAL 5
 AD5847  PID         -  AD5847
 AD5847  STATE/COUNTY-  FL/BROWARD
 AD5847  USGS QUAD   -  BOCA RATON (1983)
 AD5847
 AD5847                         *CURRENT SURVEY CONTROL
 AD5847  ___________________________________________________________________
 AD5847* NAD 83(1986)-  26 15 37.     (N)    080 05 05.     (W)     SCALED    
 AD5847* NAVD 88     -         1.003  (meters)       3.29   (feet)  ADJUSTED  
 AD5847  ___________________________________________________________________
 AD5847  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AD5847  DYNAMIC HT  -           1.002 (meters)       3.29  (feet)  COMP
 AD5847  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 AD5847
 AD5847  VERT ORDER  -  SECOND    CLASS I
 AD5847
 AD5847.The horizontal coordinates were scaled from a topographic map and have
 AD5847.an estimated accuracy of +/- 6 seconds.
 AD5847
 AD5847.The orthometric height was determined by differential leveling
 AD5847.and adjusted by the National Geodetic Survey in June 1991..
 AD5847
 AD5847.This Tidal Bench Mark is designated as VM 5669
 AD5847.by the Center for Operational Oceanographic Products and Services.
 AD5847
 AD5847.The geoid height was determined by GEOID03.
 AD5847
 AD5847.The dynamic height is computed by dividing the NAVD 88
 AD5847.geopotential number by the normal gravity value computed on the
 AD5847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5847.degrees latitude (g = 980.6199 gals.).
 AD5847
 AD5847.The modeled gravity was interpolated from observed gravity values.
 AD5847
 AD5847;                    North         East    Units  Estimated Accuracy
 AD5847;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5847
 AD5847                          SUPERSEDED SURVEY CONTROL
 AD5847
 AD5847  NGVD 29 (09/01/92)    1.482  (m)            4.86   (f) ADJUSTED    2 1
 AD5847
 AD5847.Superseded values are not recommended for survey control.
 AD5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5847.See file dsdata.txt to determine how the superseded data were derived.
 AD5847
 AD5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5847_MARKER: DJ = TIDAL STATION DISK
 AD5847_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5847_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD5847_STAMPING: NO 5 1973
 AD5847_MARK LOGO: NOS   
 AD5847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5847
 AD5847  HISTORY     - Date     Condition        Report By
 AD5847  HISTORY     - 1973     MONUMENTED       NOS
 AD5847  HISTORY     - 1981     GOOD             FLDNR
 AD5847  HISTORY     - 1989     GOOD             USPSQD
 AD5847  HISTORY     - 1989     GOOD             USPSQD
 AD5847  HISTORY     - 1990     GOOD             USPSQD
 AD5847  HISTORY     - 1990     GOOD             USPSQD
 AD5847  HISTORY     - 19910607 GOOD             USPSQD
 AD5847  HISTORY     - 19950606 GOOD             USPSQD
 AD5847  HISTORY     - 19980218 GOOD             USPSQD
 AD5847  HISTORY     - 20011005 GOOD             USPSQD
 AD5847  HISTORY     - 20041213 GOOD             FLDT
 AD5847
 AD5847                          STATION DESCRIPTION
 AD5847
 AD5847'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5847'IN POMPANO BEACH.
 AD5847'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5847'THE MARK IS SET IN THE CONCRETE BRIDGE ABUTMENT UNDER THE SOUTH END OF
 AD5847'THE BRIDGE AND BEARS 34.5 FEET SOUTH OF THE CONCRETE SEAWALL, 15 FEET
 AD5847'SOUTH OF THE CENTER OF A PAVED ROAD UNDER THE BRIDGE, AND RECOVERED
 AD5847'AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5847'THE MARK IS ABOVE LEVEL WITH ABUTMENT.
 AD5847
 AD5847                          STATION RECOVERY (1989)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1989)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1990)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1990)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1991)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1995)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1998)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (2001)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 2001
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (2004)
 AD5847
 AD5847'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5847'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5854 ***********************************************************************
 AD5854  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5854  DESIGNATION -  872 2899 F TIDAL
 AD5854  PID         -  AD5854
 AD5854  STATE/COUNTY-  FL/BROWARD
 AD5854  USGS QUAD   -  POMPANO BEACH (1983)
 AD5854
 AD5854                         *CURRENT SURVEY CONTROL
 AD5854  ___________________________________________________________________
 AD5854* NAD 83(1986)-  26 11 19.     (N)    080 05 35.     (W)     SCALED    
 AD5854* NAVD 88     -         3.100  (meters)      10.17   (feet)  ADJUSTED  
 AD5854  ___________________________________________________________________
 AD5854  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AD5854  DYNAMIC HT  -           3.095 (meters)      10.15  (feet)  COMP
 AD5854  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 AD5854
 AD5854  VERT ORDER  -  SECOND    CLASS I
 AD5854
 AD5854.The horizontal coordinates were scaled from a topographic map and have
 AD5854.an estimated accuracy of +/- 6 seconds.
 AD5854
 AD5854.The orthometric height was determined by differential leveling
 AD5854.and adjusted by the National Geodetic Survey in June 1991..
 AD5854
 AD5854.This Tidal Bench Mark is designated as VM 5686
 AD5854.by the Center for Operational Oceanographic Products and Services.
 AD5854
 AD5854.The geoid height was determined by GEOID03.
 AD5854
 AD5854.The dynamic height is computed by dividing the NAVD 88
 AD5854.geopotential number by the normal gravity value computed on the
 AD5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5854.degrees latitude (g = 980.6199 gals.).
 AD5854
 AD5854.The modeled gravity was interpolated from observed gravity values.
 AD5854
 AD5854;                    North         East    Units  Estimated Accuracy
 AD5854;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5854
 AD5854                          SUPERSEDED SURVEY CONTROL
 AD5854
 AD5854  NGVD 29 (??/??/92)    3.583  (m)           11.76   (f) ADJ UNCH    2 1
 AD5854
 AD5854.Superseded values are not recommended for survey control.
 AD5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5854.See file dsdata.txt to determine how the superseded data were derived.
 AD5854
 AD5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5854_MARKER: DJ = TIDAL STATION DISK
 AD5854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5854_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5854_STAMPING: 2899 F 1981
 AD5854_MARK LOGO: NOS   
 AD5854_PROJECTION: FLUSH
 AD5854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5854+STABILITY: POSITION/ELEVATION WELL
 AD5854_ROD/PIPE-DEPTH: 9.14 meters
 AD5854
 AD5854  HISTORY     - Date     Condition        Report By
 AD5854  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5854  HISTORY     - 1989     GOOD             USPSQD
 AD5854  HISTORY     - 1990     GOOD             USPSQD
 AD5854  HISTORY     - 1990     GOOD             USPSQD
 AD5854  HISTORY     - 19910607 GOOD             USPSQD
 AD5854  HISTORY     - 19980128 GOOD             USPSQD
 AD5854  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 AD5854  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD5854  HISTORY     - 20041213 GOOD             FLDT
 AD5854
 AD5854                          STATION DESCRIPTION
 AD5854
 AD5854'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5854'IN LAURDERDAL BY THE SEA.
 AD5854'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD
 AD5854'IN LAUDERDALE-BY-THE-SEA.  GO 0.10 MILE EAST TO ELMAR DRIVE.  THE
 AD5854'MARK BEARS APPROXIMATELY 250 FEET NORTH ALONG ELMAR DRIVE FROM THE
 AD5854'INTERSECTION OF COMMERCIAL BOULEVARD (AND ALSO A FLAGPOLE WHICH IS
 AD5854'IN THE CENTER OF THE INTERSECTION), 21.4 FEET WEST OF THE NORTHBOUND
 AD5854'LANE OF ELMAR DRIVE, 19.6 FEET EAST OF THE SOUTHBOUND LANE OF ELMAR
 AD5854'DRIVE, 33.7 FEET NORTH OF THE SOUTH END OF A GRASS TRAFFIC ISLAND,
 AD5854'AND 3.3 FEET SOUTH OF A NO PARKING SIGN.  THE MARK BEARS 40.9 FEET
 AD5854'SOUTH OF BENCH MARK 2899 G 1981.
 AD5854'THE MARK IS 3.1 FT  S FROM A WITNESS POST.
 AD5854'THE MARK IS 0.1 FT BELOW GROUND.
 AD5854
 AD5854                          STATION RECOVERY (1989)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1990)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1990)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1991)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1998)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (2002)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5854'AREA RENOVATED.
 AD5854
 AD5854                          STATION RECOVERY (2002)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5854'MARK NOT FOUND.
 AD5854
 AD5854                          STATION RECOVERY (2004)
 AD5854
 AD5854'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5854'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5855 ***********************************************************************
 AD5855  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5855  DESIGNATION -  872 2899 G TIDAL
 AD5855  PID         -  AD5855
 AD5855  STATE/COUNTY-  FL/BROWARD
 AD5855  USGS QUAD   -  POMPANO BEACH (1983)
 AD5855
 AD5855                         *CURRENT SURVEY CONTROL
 AD5855  ___________________________________________________________________
 AD5855* NAD 83(1986)-  26 11 19.     (N)    080 05 35.     (W)     SCALED    
 AD5855* NAVD 88     -         3.209  (meters)      10.53   (feet)  ADJUSTED  
 AD5855  ___________________________________________________________________
 AD5855  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AD5855  DYNAMIC HT  -           3.204 (meters)      10.51  (feet)  COMP
 AD5855  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 AD5855
 AD5855  VERT ORDER  -  SECOND    CLASS I
 AD5855
 AD5855.The horizontal coordinates were scaled from a topographic map and have
 AD5855.an estimated accuracy of +/- 6 seconds.
 AD5855
 AD5855.The orthometric height was determined by differential leveling
 AD5855.and adjusted by the National Geodetic Survey in June 1991..
 AD5855
 AD5855.This Tidal Bench Mark is designated as VM 5687
 AD5855.by the Center for Operational Oceanographic Products and Services.
 AD5855
 AD5855.The geoid height was determined by GEOID03.
 AD5855
 AD5855.The dynamic height is computed by dividing the NAVD 88
 AD5855.geopotential number by the normal gravity value computed on the
 AD5855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5855.degrees latitude (g = 980.6199 gals.).
 AD5855
 AD5855.The modeled gravity was interpolated from observed gravity values.
 AD5855
 AD5855;                    North         East    Units  Estimated Accuracy
 AD5855;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5855
 AD5855                          SUPERSEDED SURVEY CONTROL
 AD5855
 AD5855  NGVD 29 (??/??/92)    3.692  (m)           12.11   (f) ADJ UNCH    2 1
 AD5855
 AD5855.Superseded values are not recommended for survey control.
 AD5855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5855.See file dsdata.txt to determine how the superseded data were derived.
 AD5855
 AD5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5855_MARKER: DJ = TIDAL STATION DISK
 AD5855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5855_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5855_STAMPING: 2899 G 1981
 AD5855_MARK LOGO: NOS   
 AD5855_PROJECTION: FLUSH
 AD5855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5855+STABILITY: POSITION/ELEVATION WELL
 AD5855_ROD/PIPE-DEPTH: 9.14 meters
 AD5855
 AD5855  HISTORY     - Date     Condition        Report By
 AD5855  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5855  HISTORY     - 1988     GOOD             USPSQD
 AD5855  HISTORY     - 1990     GOOD             USPSQD
 AD5855  HISTORY     - 1990     GOOD             USPSQD
 AD5855  HISTORY     - 19910607 GOOD             USPSQD
 AD5855  HISTORY     - 19980128 GOOD             USPSQD
 AD5855  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 AD5855  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD5855  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5855
 AD5855                          STATION DESCRIPTION
 AD5855
 AD5855'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5855'IN LAURDERDAL BY THE SEA.
 AD5855'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD
 AD5855'IN LAUDERDALE-BY-THE-SEA.  GO 0.1 MILE EAST ALONG COMMERCIAL BOULEVARD
 AD5855'TO ELMAR DRIVE.  THE MARK BEARS APPROXIMATELY 291 FEET NORTH ALONG
 AD5855'ELMAR DRIVE FROM THE INTERSECTION OF COMMERCIAL BOULEVARD (AND FROM
 AD5855'A FLAGPOLE IN THE CENTER OF THE INTERSECTION), 20.9 FEET WEST OF THE
 AD5855'NORTHBOUND LANE OF ELMAR DRIVE, 20.0 FEET EAST OF THE SOUTHBOUND
 AD5855'LANE OF ELMAR DRIVE, 24.3 FEET NORTH OF THE SOUTH END OF A GRASS
 AD5855'TRAFFIC ISLAND, AND 40.9 FEET NORTH OF BENCH MARK 2899 F 1981.
 AD5855'THE MARK IS 1.4 FT  S FROM A WITNESS POST.
 AD5855'THE MARK IS 0.1 FT BELOW GROUND.
 AD5855
 AD5855                          STATION RECOVERY (1988)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1990)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1990)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1991)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1998)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (2002)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5855'AREA RENOVATED.
 AD5855
 AD5855                          STATION RECOVERY (2002)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5855'MARK NOT FOUND.
 AD5855
 AD5855                          STATION RECOVERY (2004)
 AD5855
 AD5855'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5855'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5853 ***********************************************************************
 AD5853  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5853  DESIGNATION -  872 2899 TIDAL 1
 AD5853  PID         -  AD5853
 AD5853  STATE/COUNTY-  FL/BROWARD
 AD5853  USGS QUAD   -  POMPANO BEACH (1983)
 AD5853
 AD5853                         *CURRENT SURVEY CONTROL
 AD5853  ___________________________________________________________________
 AD5853* NAD 83(1986)-  26 11 19.     (N)    080 05 35.     (W)     SCALED    
 AD5853* NAVD 88     -         3.418  (meters)      11.21   (feet)  ADJUSTED  
 AD5853  ___________________________________________________________________
 AD5853  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AD5853  DYNAMIC HT  -           3.413 (meters)      11.20  (feet)  COMP
 AD5853  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 AD5853
 AD5853  VERT ORDER  -  SECOND    CLASS I
 AD5853
 AD5853.The horizontal coordinates were scaled from a topographic map and have
 AD5853.an estimated accuracy of +/- 6 seconds.
 AD5853
 AD5853.The orthometric height was determined by differential leveling
 AD5853.and adjusted by the National Geodetic Survey in June 1991..
 AD5853
 AD5853.This Tidal Bench Mark is designated as VM 5683
 AD5853.by the Center for Operational Oceanographic Products and Services.
 AD5853
 AD5853.The geoid height was determined by GEOID03.
 AD5853
 AD5853.The dynamic height is computed by dividing the NAVD 88
 AD5853.geopotential number by the normal gravity value computed on the
 AD5853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5853.degrees latitude (g = 980.6199 gals.).
 AD5853
 AD5853.The modeled gravity was interpolated from observed gravity values.
 AD5853
 AD5853;                    North         East    Units  Estimated Accuracy
 AD5853;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5853
 AD5853                          SUPERSEDED SURVEY CONTROL
 AD5853
 AD5853  NGVD 29 (??/??/92)    3.901  (m)           12.80   (f) ADJ UNCH    2 1
 AD5853
 AD5853.Superseded values are not recommended for survey control.
 AD5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5853.See file dsdata.txt to determine how the superseded data were derived.
 AD5853
 AD5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5853_MARKER: DJ = TIDAL STATION DISK
 AD5853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5853_SP_SET: CONCRETE PIER
 AD5853_STAMPING: NO 1 1973
 AD5853_MARK LOGO: NOS   
 AD5853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5853
 AD5853  HISTORY     - Date     Condition        Report By
 AD5853  HISTORY     - 1973     MONUMENTED       NOS
 AD5853  HISTORY     - 1981     GOOD             FLDNR
 AD5853  HISTORY     - 1989     GOOD             USPSQD
 AD5853  HISTORY     - 1990     GOOD             USPSQD
 AD5853  HISTORY     - 1990     GOOD             USPSQD
 AD5853  HISTORY     - 19910607 GOOD             USPSQD
 AD5853  HISTORY     - 19980217 GOOD             USPSQD
 AD5853  HISTORY     - 20020206 GOOD             USPSQD
 AD5853
 AD5853                          STATION DESCRIPTION
 AD5853
 AD5853'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5853'IN LAURDERDAL BY THE SEA.
 AD5853'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BLVD,
 AD5853'GO 0.15 MILE EAST ON COMMERCIAL BLVD TO ITS END AND THE MARK.  THE
 AD5853'MARK IS SET IN THE PIER WALKWAY AT THE NORTHWEST CORNER OF THE ANGLIN
 AD5853'FISHING PIER RESTAURANT, 24.9 FEET EAST OF THE CENTERLINE OF THE
 AD5853'NORTH-SOUTH SIDEWALK LEADING TO THE PIER, AND 2.5 FEET NORTH OF THE
 AD5853'CENTER OF THE PIER WALKWAY.  MARK IS RECOVERED AS DESCRIBED IN NOS
 AD5853'TIDAL DATA, QUAD 260802.
 AD5853
 AD5853                          STATION RECOVERY (1989)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1990)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1990)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1991)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1998)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (2002)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5852 ***********************************************************************
 AD5852  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5852  DESIGNATION -  872 2899 TIDAL 2
 AD5852  PID         -  AD5852
 AD5852  STATE/COUNTY-  FL/BROWARD
 AD5852  USGS QUAD   -  POMPANO BEACH (1983)
 AD5852
 AD5852                         *CURRENT SURVEY CONTROL
 AD5852  ___________________________________________________________________
 AD5852* NAD 83(1986)-  26 11 19.     (N)    080 05 35.     (W)     SCALED    
 AD5852* NAVD 88     -         2.651  (meters)       8.70   (feet)  ADJUSTED  
 AD5852  ___________________________________________________________________
 AD5852  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AD5852  DYNAMIC HT  -           2.647 (meters)       8.68  (feet)  COMP
 AD5852  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 AD5852
 AD5852  VERT ORDER  -  SECOND    CLASS I
 AD5852
 AD5852.The horizontal coordinates were scaled from a topographic map and have
 AD5852.an estimated accuracy of +/- 6 seconds.
 AD5852
 AD5852.The orthometric height was determined by differential leveling
 AD5852.and adjusted by the National Geodetic Survey in June 1991..
 AD5852
 AD5852.This Tidal Bench Mark is designated as VM 5684
 AD5852.by the Center for Operational Oceanographic Products and Services.
 AD5852
 AD5852.The geoid height was determined by GEOID03.
 AD5852
 AD5852.The dynamic height is computed by dividing the NAVD 88
 AD5852.geopotential number by the normal gravity value computed on the
 AD5852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5852.degrees latitude (g = 980.6199 gals.).
 AD5852
 AD5852.The modeled gravity was interpolated from observed gravity values.
 AD5852
 AD5852;                    North         East    Units  Estimated Accuracy
 AD5852;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5852
 AD5852                          SUPERSEDED SURVEY CONTROL
 AD5852
 AD5852  NGVD 29 (??/??/92)    3.134  (m)           10.28   (f) ADJ UNCH    2 1
 AD5852
 AD5852.Superseded values are not recommended for survey control.
 AD5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5852.See file dsdata.txt to determine how the superseded data were derived.
 AD5852
 AD5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5852_MARKER: DJ = TIDAL STATION DISK
 AD5852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5852_SP_SET: CONCRETE SIDEWALK
 AD5852_STAMPING: NO 2 1973
 AD5852_MARK LOGO: NOS   
 AD5852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5852
 AD5852  HISTORY     - Date     Condition        Report By
 AD5852  HISTORY     - 1973     MONUMENTED       NOS
 AD5852  HISTORY     - 1981     GOOD             FLDNR
 AD5852  HISTORY     - 1989     GOOD             USPSQD
 AD5852  HISTORY     - 1990     GOOD             USPSQD
 AD5852  HISTORY     - 1990     GOOD             USPSQD
 AD5852  HISTORY     - 19910607 GOOD             USPSQD
 AD5852  HISTORY     - 19980217 POOR             USPSQD
 AD5852  HISTORY     - 20020206 GOOD             USPSQD
 AD5852
 AD5852                          STATION DESCRIPTION
 AD5852
 AD5852'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5852'IN LAURDERDAL BY THE SEA.
 AD5852'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD,
 AD5852'GO 0.15 MILE EAST ON COMMERCIAL BLVD TO ITS END AND THE MARK.  THE
 AD5852'MARK IS SET IN THE NORTH END OF THE NORTH-SOUTH SIDEWALK AT THE EAST
 AD5852'END OF COMMERCIAL BLVD, AT THE NORTHEAST CORNER OF A RECTANGULAR
 AD5852'CANOPIED AREA WITH PARK BENCHES, AND 19.5 FEET SOUTH OF THE SOUTH
 AD5852'WALL OF THE WHARF RESTAURANT.  MARK IS RECOVERED AS DESCRIBED IN
 AD5852'NOS TIDAL DATA, QUAD 260802.
 AD5852
 AD5852                          STATION RECOVERY (1989)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1990)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1990)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1991)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1998)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5852'MARK RECOVERED IN POOR CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (2002)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5851 ***********************************************************************
 AD5851  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5851  DESIGNATION -  872 2899 TIDAL 3
 AD5851  PID         -  AD5851
 AD5851  STATE/COUNTY-  FL/BROWARD
 AD5851  USGS QUAD   -  POMPANO BEACH (1983)
 AD5851
 AD5851                         *CURRENT SURVEY CONTROL
 AD5851  ___________________________________________________________________
 AD5851* NAD 83(1986)-  26 11 19.     (N)    080 05 35.     (W)     SCALED    
 AD5851* NAVD 88     -         3.054  (meters)      10.02   (feet)  ADJUSTED  
 AD5851  ___________________________________________________________________
 AD5851  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AD5851  DYNAMIC HT  -           3.049 (meters)      10.00  (feet)  COMP
 AD5851  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 AD5851
 AD5851  VERT ORDER  -  SECOND    CLASS I
 AD5851
 AD5851.The horizontal coordinates were scaled from a topographic map and have
 AD5851.an estimated accuracy of +/- 6 seconds.
 AD5851
 AD5851.The orthometric height was determined by differential leveling
 AD5851.and adjusted by the National Geodetic Survey in June 1991..
 AD5851
 AD5851.This Tidal Bench Mark is designated as VM 5685
 AD5851.by the Center for Operational Oceanographic Products and Services.
 AD5851
 AD5851.The geoid height was determined by GEOID03.
 AD5851
 AD5851.The dynamic height is computed by dividing the NAVD 88
 AD5851.geopotential number by the normal gravity value computed on the
 AD5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5851.degrees latitude (g = 980.6199 gals.).
 AD5851
 AD5851.The modeled gravity was interpolated from observed gravity values.
 AD5851
 AD5851;                    North         East    Units  Estimated Accuracy
 AD5851;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5851
 AD5851                          SUPERSEDED SURVEY CONTROL
 AD5851
 AD5851  NGVD 29 (??/??/92)    3.537  (m)           11.60   (f) ADJ UNCH    2 1
 AD5851
 AD5851.Superseded values are not recommended for survey control.
 AD5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5851.See file dsdata.txt to determine how the superseded data were derived.
 AD5851
 AD5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5851_MARKER: DJ = TIDAL STATION DISK
 AD5851_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5851_SP_SET: CONCRETE SIDEWALK
 AD5851_STAMPING: NO 3 1973
 AD5851_MARK LOGO: NOS   
 AD5851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5851
 AD5851  HISTORY     - Date     Condition        Report By
 AD5851  HISTORY     - 1973     MONUMENTED       NOS
 AD5851  HISTORY     - 1981     GOOD             FLDNR
 AD5851  HISTORY     - 1989     GOOD             USPSQD
 AD5851  HISTORY     - 1990     GOOD             USPSQD
 AD5851  HISTORY     - 1990     GOOD             USPSQD
 AD5851  HISTORY     - 19910607 GOOD             USPSQD
 AD5851  HISTORY     - 19980217 GOOD             USPSQD
 AD5851  HISTORY     - 20021121 GOOD             USPSQD
 AD5851
 AD5851                          STATION DESCRIPTION
 AD5851
 AD5851'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5851'IN LAURDERDAL BY THE SEA.
 AD5851'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD,
 AD5851'GO 0.15 MILE EAST ON COMMERCIAL BOULEVARD TO ITS END AND THE MARK. THE
 AD5851'MARK IS SET IN THE SIDEWALK AT THE NORTHEAST CORNER OF SOROVSON REAL
 AD5851'ESTATE OFFICE, 1.2 FEET NORTH OF THE NORTH WALL, AND 28.4 FEET SOUTH
 AD5851'OF THE CENTERLINE OF COMMERCIAL BOULEVARD.  MARK IS RECOVERED AS
 AD5851'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5851
 AD5851                          STATION RECOVERY (1989)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1990)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1990)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1991)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1998)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (2002)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 2002 (RT)
 AD5851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5863 ***********************************************************************
 AD5863  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5863  DESIGNATION -  872 2914 D TIDAL
 AD5863  PID         -  AD5863
 AD5863  STATE/COUNTY-  FL/BROWARD
 AD5863  USGS QUAD   -  POMPANO BEACH (1983)
 AD5863
 AD5863                         *CURRENT SURVEY CONTROL
 AD5863  ___________________________________________________________________
 AD5863* NAD 83(1986)-  26 09 35.     (N)    080 06 35.     (W)     SCALED    
 AD5863* NAVD 88     -         1.051  (meters)       3.45   (feet)  ADJUSTED  
 AD5863  ___________________________________________________________________
 AD5863  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AD5863  DYNAMIC HT  -           1.050 (meters)       3.44  (feet)  COMP
 AD5863  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 AD5863
 AD5863  VERT ORDER  -  SECOND    CLASS I
 AD5863
 AD5863.The horizontal coordinates were scaled from a topographic map and have
 AD5863.an estimated accuracy of +/- 6 seconds.
 AD5863
 AD5863.The orthometric height was determined by differential leveling
 AD5863.and adjusted by the National Geodetic Survey in June 1991..
 AD5863
 AD5863.This Tidal Bench Mark is designated as VM 15828
 AD5863.by the Center for Operational Oceanographic Products and Services.
 AD5863
 AD5863.The geoid height was determined by GEOID03.
 AD5863
 AD5863.The dynamic height is computed by dividing the NAVD 88
 AD5863.geopotential number by the normal gravity value computed on the
 AD5863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5863.degrees latitude (g = 980.6199 gals.).
 AD5863
 AD5863.The modeled gravity was interpolated from observed gravity values.
 AD5863
 AD5863;                    North         East    Units  Estimated Accuracy
 AD5863;SPC FL E     -   202,610.      289,010.      MT  (+/- 180 meters Scaled)
 AD5863
 AD5863                          SUPERSEDED SURVEY CONTROL
 AD5863
 AD5863  NGVD 29 (09/01/92)    1.534  (m)            5.03   (f) ADJUSTED    2 1
 AD5863
 AD5863.Superseded values are not recommended for survey control.
 AD5863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5863.See file dsdata.txt to determine how the superseded data were derived.
 AD5863
 AD5863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ889936(NAD 83)
 AD5863_MARKER: DJ = TIDAL STATION DISK
 AD5863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5863_SP_SET: FOUNDATION FOR TWO MANHOLES
 AD5863_STAMPING: 2914 D 1981
 AD5863_MARK LOGO: NOS   
 AD5863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5863
 AD5863  HISTORY     - Date     Condition        Report By
 AD5863  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5863  HISTORY     - 1989     GOOD             USPSQD
 AD5863  HISTORY     - 1990     GOOD             USPSQD
 AD5863  HISTORY     - 1990     GOOD             USPSQD
 AD5863  HISTORY     - 19910607 GOOD             USPSQD
 AD5863  HISTORY     - 19940412 GOOD             USPSQD
 AD5863  HISTORY     - 19980217 GOOD             USPSQD
 AD5863
 AD5863                          STATION DESCRIPTION
 AD5863
 AD5863'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5863'1.0 MI SE FROM FORT LAUDERDALE.
 AD5863'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5863'FORT LAUDERDALE.  GO 0.5 MILE EAST ON STATE ROAD 816 TO BAYVIEW DRIVE.
 AD5863'GO SOUTH 0.5 MILE ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK BEARS
 AD5863'30.8 FEET WEST OF THE CENTERLINE OF BAYVIEW DRIVE, 146 FEET SOUTH OF
 AD5863'THE CENTERLINE OF NORTHEAST 26TH STREET, 5.1 FEET EAST OF A 7-FOOT
 AD5863'HIGH CONCRETE AND BRICK FENCE, 7.4 FEET SOUTHEAST OF THE INTERSECTION
 AD5863'OF THE ABOVE FENCE WITH A 7-FOOT HIGH WOODEN FENCE, 5.0 FEET SOUTH
 AD5863'SOUTHEAST OF THE CENTER OF THE SOUTHERNMOST MANHOLE COVER, 1.8 FEET
 AD5863'NORTH OF THE NORTHEAST CORNER OF A FOUNDATION SUPPORTING TWO 8-INCH
 AD5863'GREEN PIPES AND A GREEN BOX, AND 260 FEET SOUTHWEST OF BENCH MARK
 AD5863'2914 F 1981.
 AD5863'THE MARK IS 1 FT ABOVE GROUND.
 AD5863
 AD5863                          STATION RECOVERY (1989)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1990)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1990)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1991)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1994)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1998)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5859 ***********************************************************************
 AD5859  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5859  DESIGNATION -  872 2914 E TIDAL
 AD5859  PID         -  AD5859
 AD5859  STATE/COUNTY-  FL/BROWARD
 AD5859  USGS QUAD   -  POMPANO BEACH (1983)
 AD5859
 AD5859                         *CURRENT SURVEY CONTROL
 AD5859  ___________________________________________________________________
 AD5859* NAD 83(1986)-  26 09 46.     (N)    080 06 34.     (W)     SCALED    
 AD5859* NAVD 88     -         0.853  (meters)       2.80   (feet)  ADJUSTED  
 AD5859  ___________________________________________________________________
 AD5859  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AD5859  DYNAMIC HT  -           0.851 (meters)       2.79  (feet)  COMP
 AD5859  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 AD5859
 AD5859  VERT ORDER  -  SECOND    CLASS I
 AD5859
 AD5859.The horizontal coordinates were scaled from a topographic map and have
 AD5859.an estimated accuracy of +/- 6 seconds.
 AD5859
 AD5859.The orthometric height was determined by differential leveling
 AD5859.and adjusted by the National Geodetic Survey in June 1991..
 AD5859
 AD5859.This Tidal Bench Mark is designated as VM 15826
 AD5859.by the Center for Operational Oceanographic Products and Services.
 AD5859
 AD5859.The geoid height was determined by GEOID03.
 AD5859
 AD5859.The dynamic height is computed by dividing the NAVD 88
 AD5859.geopotential number by the normal gravity value computed on the
 AD5859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5859.degrees latitude (g = 980.6199 gals.).
 AD5859
 AD5859.The modeled gravity was interpolated from observed gravity values.
 AD5859
 AD5859;                    North         East    Units  Estimated Accuracy
 AD5859;SPC FL E     -   202,950.      289,030.      MT  (+/- 180 meters Scaled)
 AD5859
 AD5859                          SUPERSEDED SURVEY CONTROL
 AD5859
 AD5859  NGVD 29 (09/01/92)    1.335  (m)            4.38   (f) ADJUSTED    2 1
 AD5859
 AD5859.Superseded values are not recommended for survey control.
 AD5859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5859.See file dsdata.txt to determine how the superseded data were derived.
 AD5859
 AD5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ890940(NAD 83)
 AD5859_MARKER: DJ = TIDAL STATION DISK
 AD5859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5859_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5859_STAMPING: 2914 E 1981
 AD5859_MARK LOGO: NOS   
 AD5859_PROJECTION: FLUSH
 AD5859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5859+STABILITY: POSITION/ELEVATION WELL
 AD5859_ROD/PIPE-DEPTH: 9.14 meters
 AD5859
 AD5859  HISTORY     - Date     Condition        Report By
 AD5859  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5859  HISTORY     - 1989     GOOD             USPSQD
 AD5859  HISTORY     - 1990     GOOD             USPSQD
 AD5859  HISTORY     - 1990     GOOD             USPSQD
 AD5859  HISTORY     - 19910608 GOOD             USPSQD
 AD5859  HISTORY     - 19940412 MARK NOT FOUND   USPSQD
 AD5859  HISTORY     - 19980217 GOOD             USPSQD
 AD5859  HISTORY     - 20030228 GOOD             USPSQD
 AD5859
 AD5859                          STATION DESCRIPTION
 AD5859
 AD5859'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5859'0.8 MI SE FROM FORT LAUDERDALE.
 AD5859'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5859'FORT LAUDERDALE.  GO 0.5 MILE EAST ALONG STATE ROAD 816 TO BAYVIEW
 AD5859'DRIVE, GO 0.3 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK
 AD5859'BEARS 27.8 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 125.3 FEET
 AD5859'SOUTH OF THE CENTERLINE OF NORTHEAST 27TH STREET, 53 FEET NORTH OF
 AD5859'THE CENTERLINE OF THE NORTHERN DRIVE FOR THE HOUSE AT 2658 BAYVIEW
 AD5859'DRIVE, 0.7 FOOT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A 6-FOOT
 AD5859'HIGH HEDGE, AND APPROXIMATELY 250 FEET NORTH OF BENCH MARK
 AD5859'2914 H 1981.
 AD5859'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5859
 AD5859                          STATION RECOVERY (1989)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1990)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1990)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1991)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1994)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5859'MARK NOT FOUND.
 AD5859
 AD5859                          STATION RECOVERY (1998)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (2003)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5862 ***********************************************************************
 AD5862  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5862  DESIGNATION -  872 2914 F TIDAL
 AD5862  PID         -  AD5862
 AD5862  STATE/COUNTY-  FL/BROWARD
 AD5862  USGS QUAD   -  POMPANO BEACH (1983)
 AD5862
 AD5862                         *CURRENT SURVEY CONTROL
 AD5862  ___________________________________________________________________
 AD5862* NAD 83(1986)-  26 09 42.     (N)    080 06 34.     (W)     SCALED    
 AD5862* NAVD 88     -         0.976  (meters)       3.20   (feet)  ADJUSTED  
 AD5862  ___________________________________________________________________
 AD5862  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AD5862  DYNAMIC HT  -           0.974 (meters)       3.20  (feet)  COMP
 AD5862  MODELED GRAV-     979,061.8   (mgal)                       NAVD 88
 AD5862
 AD5862  VERT ORDER  -  SECOND    CLASS I
 AD5862
 AD5862.The horizontal coordinates were scaled from a topographic map and have
 AD5862.an estimated accuracy of +/- 6 seconds.
 AD5862
 AD5862.The orthometric height was determined by differential leveling
 AD5862.and adjusted by the National Geodetic Survey in June 1991..
 AD5862
 AD5862.This Tidal Bench Mark is designated as VM 15827
 AD5862.by the Center for Operational Oceanographic Products and Services.
 AD5862
 AD5862.The geoid height was determined by GEOID03.
 AD5862
 AD5862.The dynamic height is computed by dividing the NAVD 88
 AD5862.geopotential number by the normal gravity value computed on the
 AD5862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5862.degrees latitude (g = 980.6199 gals.).
 AD5862
 AD5862.The modeled gravity was interpolated from observed gravity values.
 AD5862
 AD5862;                    North         East    Units  Estimated Accuracy
 AD5862;SPC FL E     -   202,830.      289,040.      MT  (+/- 180 meters Scaled)
 AD5862
 AD5862                          SUPERSEDED SURVEY CONTROL
 AD5862
 AD5862  NGVD 29 (09/01/92)    1.458  (m)            4.78   (f) ADJUSTED    2 1
 AD5862
 AD5862.Superseded values are not recommended for survey control.
 AD5862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5862.See file dsdata.txt to determine how the superseded data were derived.
 AD5862
 AD5862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ890938(NAD 83)
 AD5862_MARKER: DJ = TIDAL STATION DISK
 AD5862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5862_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5862_STAMPING: 2914 F 1981
 AD5862_MARK LOGO: NOS   
 AD5862_PROJECTION: FLUSH
 AD5862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5862+STABILITY: POSITION/ELEVATION WELL
 AD5862_ROD/PIPE-DEPTH: 9.14 meters
 AD5862
 AD5862  HISTORY     - Date     Condition        Report By
 AD5862  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5862  HISTORY     - 1989     GOOD             USPSQD
 AD5862  HISTORY     - 1990     GOOD             USPSQD
 AD5862  HISTORY     - 19910608 GOOD             USPSQD
 AD5862  HISTORY     - 19940412 GOOD             USPSQD
 AD5862  HISTORY     - 19980217 GOOD             USPSQD
 AD5862  HISTORY     - 20030228 GOOD             USPSQD
 AD5862
 AD5862                          STATION DESCRIPTION
 AD5862
 AD5862'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5862'1.0 MI SE FROM FORT LAUDERDALE.
 AD5862'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5862'FORT LAUDERDALE.  GO 0.5 MILE EAST ON STATE ROAD 816 TO BAYVIEW DRIVE.
 AD5862'GO 0.5 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK BEARS
 AD5862'39.9 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 116.5 FEET NORTH
 AD5862'OF THE CENTERLINE OF NORTHEAST 26TH STREET, 5.2 FEET SOUTH OF A
 AD5862'CONCRETE POWER POLE NUMBERED 118EM369, 3.5 FEET WEST OF A 5-FOOT
 AD5862'HIGH WOODEN FENCE, AND 150 FEET SOUTH OF BENCH MARK 2914 G 1981.
 AD5862'THE MARK IS 0.1 FT BELOW GROUND.
 AD5862
 AD5862                          STATION RECOVERY (1989)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1990)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1991)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1994)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1998)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (2003)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5861 ***********************************************************************
 AD5861  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5861  DESIGNATION -  872 2914 G TIDAL
 AD5861  PID         -  AD5861
 AD5861  STATE/COUNTY-  FL/BROWARD
 AD5861  USGS QUAD   -  POMPANO BEACH (1983)
 AD5861
 AD5861                         *CURRENT SURVEY CONTROL
 AD5861  ___________________________________________________________________
 AD5861* NAD 83(1986)-  26 09 42.     (N)    080 06 34.     (W)     SCALED    
 AD5861* NAVD 88     -         0.882  (meters)       2.89   (feet)  ADJUSTED  
 AD5861  ___________________________________________________________________
 AD5861  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AD5861  DYNAMIC HT  -           0.880 (meters)       2.89  (feet)  COMP
 AD5861  MODELED GRAV-     979,061.8   (mgal)                       NAVD 88
 AD5861
 AD5861  VERT ORDER  -  SECOND    CLASS I
 AD5861
 AD5861.The horizontal coordinates were scaled from a topographic map and have
 AD5861.an estimated accuracy of +/- 6 seconds.
 AD5861
 AD5861.The orthometric height was determined by differential leveling
 AD5861.and adjusted by the National Geodetic Survey in June 1991..
 AD5861
 AD5861.This Tidal Bench Mark is designated as VM 15829
 AD5861.by the Center for Operational Oceanographic Products and Services.
 AD5861
 AD5861.The geoid height was determined by GEOID03.
 AD5861
 AD5861.The dynamic height is computed by dividing the NAVD 88
 AD5861.geopotential number by the normal gravity value computed on the
 AD5861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5861.degrees latitude (g = 980.6199 gals.).
 AD5861
 AD5861.The modeled gravity was interpolated from observed gravity values.
 AD5861
 AD5861;                    North         East    Units  Estimated Accuracy
 AD5861;SPC FL E     -   202,830.      289,040.      MT  (+/- 180 meters Scaled)
 AD5861
 AD5861                          SUPERSEDED SURVEY CONTROL
 AD5861
 AD5861  NGVD 29 (09/01/92)    1.364  (m)            4.48   (f) ADJUSTED    2 1
 AD5861
 AD5861.Superseded values are not recommended for survey control.
 AD5861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5861.See file dsdata.txt to determine how the superseded data were derived.
 AD5861
 AD5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ890938(NAD 83)
 AD5861_MARKER: DJ = TIDAL STATION DISK
 AD5861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5861_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5861_STAMPING: 2914 G 1981
 AD5861_MARK LOGO: NOS   
 AD5861_PROJECTION: FLUSH
 AD5861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5861+STABILITY: POSITION/ELEVATION WELL
 AD5861_ROD/PIPE-DEPTH: 8.53 meters
 AD5861
 AD5861  HISTORY     - Date     Condition        Report By
 AD5861  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5861  HISTORY     - 1989     GOOD             USPSQD
 AD5861  HISTORY     - 1990     GOOD             USPSQD
 AD5861  HISTORY     - 1990     GOOD             USPSQD
 AD5861  HISTORY     - 19910608 GOOD             USPSQD
 AD5861  HISTORY     - 19940412 POOR             USPSQD
 AD5861  HISTORY     - 19980217 GOOD             USPSQD
 AD5861  HISTORY     - 20030228 GOOD             USPSQD
 AD5861
 AD5861                          STATION DESCRIPTION
 AD5861
 AD5861'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5861'0.9 MI SE FROM FORT LAUDERDALE.
 AD5861'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5861'FORT LAUDERDALE.  GO 0.5 MILE EAST ALONG STATE ROAD 816 TO BAYVIEW
 AD5861'DRIVE.  GO 0.4 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK
 AD5861'BEARS 36.3 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 25.7 FEET
 AD5861'NORTH OF THE CENTERLINE OF NORTHEAST 26TH COURT, 5.8 FEET NORTH
 AD5861'NORTHEAST OF A WOOD POWER POLE, 1.4 FEET SOUTHWEST OF THE SOUTHWEST
 AD5861'CORNER OF A 5-FOOT HIGH CHAIN LINK FENCE, AND APPROXIMATELY 300
 AD5861'FEET SOUTH OF BENCH MARK 2914 H 1981.
 AD5861'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5861
 AD5861                          STATION RECOVERY (1989)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1990)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1990)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1991)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1994)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5861'MARK RECOVERED IN POOR CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1998)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (2003)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5860 ***********************************************************************
 AD5860  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5860  DESIGNATION -  872 2914 H TIDAL
 AD5860  PID         -  AD5860
 AD5860  STATE/COUNTY-  FL/BROWARD
 AD5860  USGS QUAD   -  POMPANO BEACH (1983)
 AD5860
 AD5860                         *CURRENT SURVEY CONTROL
 AD5860  ___________________________________________________________________
 AD5860* NAD 83(1986)-  26 09 46.     (N)    080 06 34.     (W)     SCALED    
 AD5860* NAVD 88     -         0.925  (meters)       3.03   (feet)  ADJUSTED  
 AD5860  ___________________________________________________________________
 AD5860  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AD5860  DYNAMIC HT  -           0.924 (meters)       3.03  (feet)  COMP
 AD5860  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 AD5860
 AD5860  VERT ORDER  -  SECOND    CLASS I
 AD5860
 AD5860.The horizontal coordinates were scaled from a topographic map and have
 AD5860.an estimated accuracy of +/- 6 seconds.
 AD5860
 AD5860.The orthometric height was determined by differential leveling
 AD5860.and adjusted by the National Geodetic Survey in June 1991..
 AD5860
 AD5860.This Tidal Bench Mark is designated as VM 15830
 AD5860.by the Center for Operational Oceanographic Products and Services.
 AD5860
 AD5860.The geoid height was determined by GEOID03.
 AD5860
 AD5860.The dynamic height is computed by dividing the NAVD 88
 AD5860.geopotential number by the normal gravity value computed on the
 AD5860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5860.degrees latitude (g = 980.6199 gals.).
 AD5860
 AD5860.The modeled gravity was interpolated from observed gravity values.
 AD5860
 AD5860;                    North         East    Units  Estimated Accuracy
 AD5860;SPC FL E     -   202,950.      289,030.      MT  (+/- 180 meters Scaled)
 AD5860
 AD5860                          SUPERSEDED SURVEY CONTROL
 AD5860
 AD5860  NGVD 29 (09/01/92)    1.407  (m)            4.62   (f) ADJUSTED    2 1
 AD5860
 AD5860.Superseded values are not recommended for survey control.
 AD5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5860.See file dsdata.txt to determine how the superseded data were derived.
 AD5860
 AD5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ890940(NAD 83)
 AD5860_MARKER: DJ = TIDAL STATION DISK
 AD5860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5860_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5860_STAMPING: 2914 H 1981
 AD5860_MARK LOGO: NOS   
 AD5860_PROJECTION: FLUSH
 AD5860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5860+STABILITY: POSITION/ELEVATION WELL
 AD5860_ROD/PIPE-DEPTH: 8.23 meters
 AD5860
 AD5860  HISTORY     - Date     Condition        Report By
 AD5860  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5860  HISTORY     - 1989     GOOD             USPSQD
 AD5860  HISTORY     - 1990     POOR             USPSQD
 AD5860  HISTORY     - 1990     GOOD             USPSQD
 AD5860  HISTORY     - 19910608 GOOD             USPSQD
 AD5860  HISTORY     - 19940412 POOR             USPSQD
 AD5860  HISTORY     - 19980217 GOOD             USPSQD
 AD5860  HISTORY     - 20030228 GOOD             USPSQD
 AD5860
 AD5860                          STATION DESCRIPTION
 AD5860
 AD5860'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5860'0.8 MI SE FROM FORT LAUDERDALE.
 AD5860'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5860'FORT LAUDERDALE.  GO 0.5 MILE EAST ALONG STATE ROAD 816 TO BAYVIEW
 AD5860'DRIVE.  GO 0.3 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK
 AD5860'BEARS 32.3 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 25.9 FEET
 AD5860'NORTH OF THE CENTERLINE OF NORTHEAST 26TH PLACE, 5.6 FEET NORTHWEST
 AD5860'OF A WOOD POWER POLE, AND APPROXIMATELY 250 FEET SOUTH OF BENCH MARK
 AD5860'2914 E 1981.
 AD5860'THE MARK IS 0.1 FT BELOW GROUND.
 AD5860
 AD5860                          STATION RECOVERY (1989)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1990)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5860'MARK RECOVERED IN POOR CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1990)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1991)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1994)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5860'MARK RECOVERED IN POOR CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1998)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (2003)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2580 ***********************************************************************
 AD2580  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2580  DESIGNATION -  872 2914 TIDAL 2
 AD2580  PID         -  AD2580
 AD2580  STATE/COUNTY-  FL/BROWARD
 AD2580  USGS QUAD   -  POMPANO BEACH (1983)
 AD2580
 AD2580                         *CURRENT SURVEY CONTROL
 AD2580  ___________________________________________________________________
 AD2580* NAD 83(1986)-  26 09 34.     (N)    080 06 28.     (W)     SCALED    
 AD2580* NAVD 88     -         1.141  (meters)       3.74   (feet)  ADJUSTED  
 AD2580  ___________________________________________________________________
 AD2580  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AD2580  DYNAMIC HT  -           1.139 (meters)       3.74  (feet)  COMP
 AD2580  MODELED GRAV-     979,061.5   (mgal)                       NAVD 88
 AD2580
 AD2580  VERT ORDER  -  FIRST     CLASS I
 AD2580
 AD2580.The horizontal coordinates were scaled from a topographic map and have
 AD2580.an estimated accuracy of +/- 6 seconds.
 AD2580
 AD2580.The orthometric height was determined by differential leveling
 AD2580.and adjusted by the National Geodetic Survey in June 1991..
 AD2580
 AD2580.This Tidal Bench Mark is designated as VM 15825
 AD2580.by the Center for Operational Oceanographic Products and Services.
 AD2580
 AD2580.The geoid height was determined by GEOID03.
 AD2580
 AD2580.The dynamic height is computed by dividing the NAVD 88
 AD2580.geopotential number by the normal gravity value computed on the
 AD2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2580.degrees latitude (g = 980.6199 gals.).
 AD2580
 AD2580.The modeled gravity was interpolated from observed gravity values.
 AD2580
 AD2580;                    North         East    Units  Estimated Accuracy
 AD2580;SPC FL E     -   202,590.      289,200.      MT  (+/- 180 meters Scaled)
 AD2580
 AD2580                          SUPERSEDED SURVEY CONTROL
 AD2580
 AD2580  NGVD 29 (09/01/92)    1.623  (m)            5.32   (f) ADJUSTED    1 1
 AD2580
 AD2580.Superseded values are not recommended for survey control.
 AD2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2580.See file dsdata.txt to determine how the superseded data were derived.
 AD2580
 AD2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891936(NAD 83)
 AD2580_MARKER: DJ = TIDAL STATION DISK
 AD2580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2580_SP_SET: CONCRETE WALK
 AD2580_STAMPING: NO 2 1960
 AD2580_MARK LOGO: CGS   
 AD2580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2580
 AD2580  HISTORY     - Date     Condition        Report By
 AD2580  HISTORY     - 1960     MONUMENTED       CGS
 AD2580  HISTORY     - 1965     GOOD             NGS
 AD2580  HISTORY     - 1973     GOOD             NGS
 AD2580  HISTORY     - 1981     GOOD             FLDNR
 AD2580  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AD2580
 AD2580                          STATION DESCRIPTION
 AD2580
 AD2580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2580'6 MI NE FROM FORT LAUDERDALE.
 AD2580'ABOUT 4.6 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2580'THE STATION AT FORT LAUDERDALE, THENCE 1.4 MILES EAST ALONG NE
 AD2580'26TH STREET, ABOUT 128 YARDS EAST OF BAY VIEW DRIVE, SET IN
 AD2580'THE TOP OF A CONCRETE WALK LEADING FROM REAR OF RESIDENCE AT
 AD2580'2832 NE 26TH STREET TO THE FORT LAUDERDALE BOAT LANDING, 97 FEET
 AD2580'EAST OF BM 1, 13 1/2 FEET NORTH OF THE CENTER LINE OF A SEA WALL,
 AD2580'113 FEET SOUTH OF THE CENTER LINE OF NE 26TH STREET AND LEVEL
 AD2580'WITH THE SIDEWALK.
 AD2580
 AD2580                          STATION RECOVERY (1973)
 AD2580
 AD2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2580'RECOVERED IN GOOD CONDITION.
 AD2580
 AD2580                          STATION RECOVERY (1981)
 AD2580
 AD2580'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2580'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2580'101, PAGE 12, OCT 1969, AND IN NOS TIDAL DATA IS ADEQUATE EXCEPT THAT
 AD2580'THE MARK WILL BE DESTROYED WHEN A HOUSE ADDITION IS BUILT OVER IT.
 AD2580
 AD2580                          STATION RECOVERY (1991)
 AD2580
 AD2580'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5865 ***********************************************************************
 AD5865  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5865  DESIGNATION -  872 2927 E TIDAL
 AD5865  PID         -  AD5865
 AD5865  STATE/COUNTY-  FL/BROWARD
 AD5865  USGS QUAD   -  POMPANO BEACH (1983)
 AD5865
 AD5865                         *CURRENT SURVEY CONTROL
 AD5865  ___________________________________________________________________
 AD5865* NAD 83(1986)-  26 08 13.     (N)    080 07 05.     (W)     SCALED    
 AD5865* NAVD 88     -         1.528  (meters)       5.01   (feet)  ADJUSTED  
 AD5865  ___________________________________________________________________
 AD5865  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD5865  DYNAMIC HT  -           1.525 (meters)       5.00  (feet)  COMP
 AD5865  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AD5865
 AD5865  VERT ORDER  -  SECOND    CLASS I
 AD5865
 AD5865.The horizontal coordinates were scaled from a topographic map and have
 AD5865.an estimated accuracy of +/- 6 seconds.
 AD5865
 AD5865.The orthometric height was determined by differential leveling
 AD5865.and adjusted by the National Geodetic Survey in June 1991..
 AD5865
 AD5865.This Tidal Bench Mark is designated as VM 14222
 AD5865.by the Center for Operational Oceanographic Products and Services.
 AD5865
 AD5865.The geoid height was determined by GEOID03.
 AD5865
 AD5865.The dynamic height is computed by dividing the NAVD 88
 AD5865.geopotential number by the normal gravity value computed on the
 AD5865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5865.degrees latitude (g = 980.6199 gals.).
 AD5865
 AD5865.The modeled gravity was interpolated from observed gravity values.
 AD5865
 AD5865;                    North         East    Units  Estimated Accuracy
 AD5865;SPC FL E     -   200,090.      288,190.      MT  (+/- 180 meters Scaled)
 AD5865
 AD5865                          SUPERSEDED SURVEY CONTROL
 AD5865
 AD5865  NGVD 29 (09/01/92)    2.009  (m)            6.59   (f) ADJUSTED    2 1
 AD5865
 AD5865.Superseded values are not recommended for survey control.
 AD5865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5865.See file dsdata.txt to determine how the superseded data were derived.
 AD5865
 AD5865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD5865_MARKER: DB = BENCH MARK DISK
 AD5865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD5865_SP_SET: STAINLESS STEEL ROD
 AD5865_STAMPING: 2927 E 1981
 AD5865_MARK LOGO: NOS   
 AD5865_PROJECTION: FLUSH
 AD5865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5865_ROD/PIPE-DEPTH: 4.88 meters
 AD5865
 AD5865  HISTORY     - Date     Condition        Report By
 AD5865  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5865  HISTORY     - 1989     GOOD             USPSQD
 AD5865  HISTORY     - 1990     GOOD             USPSQD
 AD5865  HISTORY     - 1990     GOOD             USPSQD
 AD5865  HISTORY     - 19910608 GOOD             USPSQD
 AD5865  HISTORY     - 19960118 GOOD             USPSQD
 AD5865  HISTORY     - 19980128 GOOD             USPSQD
 AD5865  HISTORY     - 20021120 GOOD             USPSQD
 AD5865
 AD5865                          STATION DESCRIPTION
 AD5865
 AD5865'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5865'IN FORT LAUDERDALE.
 AD5865'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND SUNRISE BLVD IN
 AD5865'FORT LAUDERDALE, GO 0.2 MILE EAST ALONG SUNRISE BLVD TO THE EAST END
 AD5865'OF THE BRIDGE OVER MIDDLE RIVER.  THE MARK BEARS APPROXIMATELY 600
 AD5865'FEET EAST OF THE NORTHEAST CORNER OF THE BRIDGE, 56.4 FEET NORTH OF
 AD5865'THE CENTERLINE OF THE WESTBOUND LANE OF SUNRISE BLVD, 118
 AD5865'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE 2ND BOAT
 AD5865'RAMP ON THE SOUTH SIDE OF THE PARK WEST OF MIDDLE RIVER,
 AD5865'4.5 FEET NORTH OF THE NORTH SIDE OF THE SIDEWALK, 1.9 FEET
 AD5865'NORTHWEST OF THE GEORGE W. ENGLISH PARK SIGN, AND 149 FEET
 AD5865'WEST OF BENCH MARK 2927 F 1981.  THE MARK IS SET IN THE
 AD5865'GEORGE W. ENGLISH PARK.
 AD5865'THE MARK IS 0.2 FT BELOW GROUND.
 AD5865
 AD5865                          STATION RECOVERY (1989)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1990)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1990)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1991)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1996)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1998)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (2002)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5866 ***********************************************************************
 AD5866  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5866  DESIGNATION -  872 2927 F TIDAL
 AD5866  PID         -  AD5866
 AD5866  STATE/COUNTY-  FL/BROWARD
 AD5866  USGS QUAD   -  POMPANO BEACH (1983)
 AD5866
 AD5866                         *CURRENT SURVEY CONTROL
 AD5866  ___________________________________________________________________
 AD5866* NAD 83(1986)-  26 08 13.     (N)    080 07 05.     (W)     SCALED    
 AD5866* NAVD 88     -         1.185  (meters)       3.89   (feet)  ADJUSTED  
 AD5866  ___________________________________________________________________
 AD5866  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD5866  DYNAMIC HT  -           1.183 (meters)       3.88  (feet)  COMP
 AD5866  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AD5866
 AD5866  VERT ORDER  -  SECOND    CLASS I
 AD5866
 AD5866.The horizontal coordinates were scaled from a topographic map and have
 AD5866.an estimated accuracy of +/- 6 seconds.
 AD5866
 AD5866.The orthometric height was determined by differential leveling
 AD5866.and adjusted by the National Geodetic Survey in June 1991..
 AD5866
 AD5866.This Tidal Bench Mark is designated as VM 14223
 AD5866.by the Center for Operational Oceanographic Products and Services.
 AD5866
 AD5866.The geoid height was determined by GEOID03.
 AD5866
 AD5866.The dynamic height is computed by dividing the NAVD 88
 AD5866.geopotential number by the normal gravity value computed on the
 AD5866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5866.degrees latitude (g = 980.6199 gals.).
 AD5866
 AD5866.The modeled gravity was interpolated from observed gravity values.
 AD5866
 AD5866;                    North         East    Units  Estimated Accuracy
 AD5866;SPC FL E     -   200,090.      288,190.      MT  (+/- 180 meters Scaled)
 AD5866
 AD5866                          SUPERSEDED SURVEY CONTROL
 AD5866
 AD5866  NGVD 29 (09/01/92)    1.665  (m)            5.46   (f) ADJUSTED    2 1
 AD5866
 AD5866.Superseded values are not recommended for survey control.
 AD5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5866.See file dsdata.txt to determine how the superseded data were derived.
 AD5866
 AD5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD5866_MARKER: DB = BENCH MARK DISK
 AD5866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD5866_SP_SET: STAINLESS STEEL ROD
 AD5866_STAMPING: 2927 F 1981
 AD5866_MARK LOGO: NOS   
 AD5866_PROJECTION: FLUSH
 AD5866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5866_ROD/PIPE-DEPTH: 7.32 meters
 AD5866
 AD5866  HISTORY     - Date     Condition        Report By
 AD5866  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5866  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 1990     GOOD             USPSQD
 AD5866  HISTORY     - 1990     GOOD             USPSQD
 AD5866  HISTORY     - 19910608 GOOD             USPSQD
 AD5866  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AD5866
 AD5866                          STATION DESCRIPTION
 AD5866
 AD5866'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5866'IN FORT LAUDERDALE.
 AD5866'BEGIN AT THE INTERSECTION OF U.S. HWY 1 AND SUNRISE BLVD IN FORT
 AD5866'LAUDERDALE, GO 0.2 MILE EAST ALONG SUNRISE BLVD TO THE EAST END OF
 AD5866'THE BRIDGE OVER MIDDLE RIVER.  THE MARK BEARS APPROXIMATELY 750 FEET
 AD5866'EAST OF THE NE CORNER OF THE BRIDGE, 67.2 FEET NORTH OF THE C/L
 AD5866'OF THE WESTBOUND LANE OF SUNRISE BLVD, APPROXIMATELY 195 FEET WEST
 AD5866'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF BAYVIEW DRIVE, 16.8 FEET
 AD5866'NORTH OF THE NORTH SIDE OF THE SIDEWALK, 1.9 FEET EAST-NORTHEAST OF
 AD5866'A NO PARKING SIGN, AND 149 FEET EAST OF BENCH MARK 2927 E 1981.
 AD5866'THE MARK IS SET IN THE GEORGE W. ENGLISH PARK.
 AD5866'THE MARK IS 0.1 FT BELOW GROUND.
 AD5866
 AD5866                          STATION RECOVERY (1989)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (1990)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5866'RECOVERED IN GOOD CONDITION.
 AD5866
 AD5866                          STATION RECOVERY (1990)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5866'RECOVERED IN GOOD CONDITION.
 AD5866
 AD5866                          STATION RECOVERY (1991)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5866'RECOVERED IN GOOD CONDITION.
 AD5866
 AD5866                          STATION RECOVERY (1996)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (1998)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (1998)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (2002)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2572 ***********************************************************************
 AD2572  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2572  DESIGNATION -  872 2927 TIDAL 1
 AD2572  PID         -  AD2572
 AD2572  STATE/COUNTY-  FL/BROWARD
 AD2572  USGS QUAD   -  POMPANO BEACH (1983)
 AD2572
 AD2572                         *CURRENT SURVEY CONTROL
 AD2572  ___________________________________________________________________
 AD2572* NAD 83(1986)-  26 08 12.     (N)    080 07 04.     (W)     SCALED    
 AD2572* NAVD 88     -         0.906  (meters)       2.97   (feet)  ADJUSTED  
 AD2572  ___________________________________________________________________
 AD2572  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD2572  DYNAMIC HT  -           0.905 (meters)       2.97  (feet)  COMP
 AD2572  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AD2572
 AD2572  VERT ORDER  -  FIRST     CLASS I
 AD2572
 AD2572.The horizontal coordinates were scaled from a topographic map and have
 AD2572.an estimated accuracy of +/- 6 seconds.
 AD2572
 AD2572.The orthometric height was determined by differential leveling
 AD2572.and adjusted by the National Geodetic Survey in June 1991..
 AD2572
 AD2572.This Tidal Bench Mark is designated as VM 14219
 AD2572.by the Center for Operational Oceanographic Products and Services.
 AD2572
 AD2572.The geoid height was determined by GEOID03.
 AD2572
 AD2572.The dynamic height is computed by dividing the NAVD 88
 AD2572.geopotential number by the normal gravity value computed on the
 AD2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2572.degrees latitude (g = 980.6199 gals.).
 AD2572
 AD2572.The modeled gravity was interpolated from observed gravity values.
 AD2572
 AD2572;                    North         East    Units  Estimated Accuracy
 AD2572;SPC FL E     -   200,050.      288,220.      MT  (+/- 180 meters Scaled)
 AD2572
 AD2572                          SUPERSEDED SURVEY CONTROL
 AD2572
 AD2572  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    1 1
 AD2572
 AD2572.Superseded values are not recommended for survey control.
 AD2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2572.See file dsdata.txt to determine how the superseded data were derived.
 AD2572
 AD2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD2572_MARKER: DJ = TIDAL STATION DISK
 AD2572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2572_SP_SET: DOCK SEAWALL
 AD2572_STAMPING: NO 1 1960
 AD2572_MARK LOGO: CGS   
 AD2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2572+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 AD2572
 AD2572  HISTORY     - Date     Condition        Report By
 AD2572  HISTORY     - 1960     MONUMENTED       CGS
 AD2572  HISTORY     - 1965     GOOD             NGS
 AD2572  HISTORY     - 1973     GOOD             NGS
 AD2572  HISTORY     - 1981     GOOD             FLDNR
 AD2572  HISTORY     - 1989     GOOD             USPSQD
 AD2572  HISTORY     - 1990     GOOD             USPSQD
 AD2572  HISTORY     - 19910608 GOOD             USPSQD
 AD2572  HISTORY     - 19960118 GOOD             USPSQD
 AD2572  HISTORY     - 19980128 GOOD             USPSQD
 AD2572  HISTORY     - 20021114 GOOD             USPSQD
 AD2572  HISTORY     - 20041231 GOOD             GEOCAC
 AD2572
 AD2572                          STATION DESCRIPTION
 AD2572
 AD2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2572'4.2 MI NE FROM FORT LAUDERDALE.
 AD2572'ABOUT 2.85 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2572'FROM THE STATION AT FORT LAUDERDALE, THENCE 1.35 MILES EAST
 AD2572'ALONG SUNRISE BLVD, SET ON THE TOP OF SEAWALL OF THE LIBERTY
 AD2572'NATIONAL BANK BOAT DOCK ON THE MIDDLE RIVER, IN SECTION 3,
 AD2572'R 42 E, T 50 S, (BANK IS AT 2242 SUNRISE BLVD), 309 FEET SOUTHWEST
 AD2572'OF THE SOUTH CURB OF SUNRISE BLVD, 6.5 FEET NORTHEAST OF THE
 AD2572'SOUTHEAST CORNER OF BOAT DOCK, 6.6 FEET EAST OF THE WEST EDGE
 AD2572'OF BOAT DOCK, 1.5 FEET WEST OF A 3-INCH IRON PIPE RAIL WHICH
 AD2572'IS PART OF A RAILING FENCE AROUND A PARKING LOT, 226 FEET
 AD2572'WEST-SOUTHWEST OF BM 2 AND ABOUT LEVEL WITH THE PARKING AREA.
 AD2572'FORT LAUDERDALE, MIDDLE RIVER.
 AD2572
 AD2572                          STATION RECOVERY (1973)
 AD2572
 AD2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1981)
 AD2572
 AD2572'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2572'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2572'101, PAGE 13, OCT 1969, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2572'EXCEPT THAT THE BANK IS NOW THE GULFSTREAM BANK.
 AD2572
 AD2572                          STATION RECOVERY (1989)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1990)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1991)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1996)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1998)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (2002)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (2004)
 AD2572
 AD2572'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 AD2572'BANK HAS BEEN REMOVED AND A BORDER'S BOOK STORE OCCUPIES THIS SITE.
 AD2572'BOAT DOCK REMAINS BUT IS UNUSED. IRON PIPE RAIL IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2575 ***********************************************************************
 AD2575  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2575  DESIGNATION -  872 2927 TIDAL 2
 AD2575  PID         -  AD2575
 AD2575  STATE/COUNTY-  FL/BROWARD
 AD2575  USGS QUAD   -  POMPANO BEACH (1983)
 AD2575
 AD2575                         *CURRENT SURVEY CONTROL
 AD2575  ___________________________________________________________________
 AD2575* NAD 83(1986)-  26 08 13.     (N)    080 07 02.     (W)     SCALED    
 AD2575* NAVD 88     -         1.889  (meters)       6.20   (feet)  ADJUSTED  
 AD2575  ___________________________________________________________________
 AD2575  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD2575  DYNAMIC HT  -           1.886 (meters)       6.19  (feet)  COMP
 AD2575  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AD2575
 AD2575  VERT ORDER  -  FIRST     CLASS I
 AD2575
 AD2575.The horizontal coordinates were scaled from a topographic map and have
 AD2575.an estimated accuracy of +/- 6 seconds.
 AD2575
 AD2575.The orthometric height was determined by differential leveling
 AD2575.and adjusted by the National Geodetic Survey in June 1991..
 AD2575
 AD2575.This Tidal Bench Mark is designated as VM 14220
 AD2575.by the Center for Operational Oceanographic Products and Services.
 AD2575
 AD2575.The geoid height was determined by GEOID03.
 AD2575
 AD2575.The dynamic height is computed by dividing the NAVD 88
 AD2575.geopotential number by the normal gravity value computed on the
 AD2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2575.degrees latitude (g = 980.6199 gals.).
 AD2575
 AD2575.The modeled gravity was interpolated from observed gravity values.
 AD2575
 AD2575;                    North         East    Units  Estimated Accuracy
 AD2575;SPC FL E     -   200,090.      288,280.      MT  (+/- 180 meters Scaled)
 AD2575
 AD2575                          SUPERSEDED SURVEY CONTROL
 AD2575
 AD2575  NGVD 29 (09/01/92)    2.370  (m)            7.78   (f) ADJUSTED    1 1
 AD2575
 AD2575.Superseded values are not recommended for survey control.
 AD2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2575.See file dsdata.txt to determine how the superseded data were derived.
 AD2575
 AD2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ882911(NAD 83)
 AD2575_MARKER: DJ = TIDAL STATION DISK
 AD2575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2575_SP_SET: CONCRETE ISLAND
 AD2575_STAMPING: NO 2 1960
 AD2575_MARK LOGO: CGS   
 AD2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2575
 AD2575  HISTORY     - Date     Condition        Report By
 AD2575  HISTORY     - 1960     MONUMENTED       CGS
 AD2575  HISTORY     - 1965     GOOD             NGS
 AD2575  HISTORY     - 1973     GOOD             NGS
 AD2575  HISTORY     - 1981     GOOD             FLDNR
 AD2575  HISTORY     - 1989     GOOD             USPSQD
 AD2575  HISTORY     - 1990     GOOD             USPSQD
 AD2575  HISTORY     - 19910608 GOOD             USPSQD
 AD2575  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AD2575  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD2575  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 AD2575
 AD2575                          STATION DESCRIPTION
 AD2575
 AD2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2575'4.2 MI NE FROM FORT LAUDERDALE.
 AD2575'ABOUT 2.85 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2575'FROM THE STATION AT FORT LAUDERDALE, THENCE 1.35 MILES EAST
 AD2575'ALONG SUNRISE BLVD, IN SECTION 1, R 42 E, T 50 S, SET ON THE
 AD2575'TOP AND IN CENTER OF WEST END OF THE SOUTHERNMOST CONCRETE ISLAND
 AD2575'OF DRIVE-IN TELLER SERVICE OF THE LIBERTY NATIONAL BANK AT
 AD2575'2242 SUNRISE BLVD, ABOUT 245 FEET SOUTH OF THE SOUTH CURB OF
 AD2575'THE BLVD, 200 FEET EAST OF THE EAST SEA WALL OF THE MIDDLE RIVER,
 AD2575'15.6 FEET WEST OF THE WEST SIDE OF DRIVE-IN WINDOW NO. 5, 1.5
 AD2575'FEET EAST OF THE EAST END OF CONCRETE ISLAND AND ABOUT 1/2 FOOT
 AD2575'ABOVE THE LEVEL OF THE PARKING AREA.  FORT LAUDERDALE, MIDDLE
 AD2575'RIVER.
 AD2575
 AD2575                          STATION RECOVERY (1973)
 AD2575
 AD2575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1981)
 AD2575
 AD2575'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1989)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1990)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1991)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1996)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2575'MARK NOT FOUND.
 AD2575
 AD2575                          STATION RECOVERY (1998)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2575'MARK NOT FOUND.
 AD2575
 AD2575                          STATION RECOVERY (2002)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD2575'NEW BUILDING ERECTED DESTROYED MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5717 ***********************************************************************
 AD5717  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5717  DESIGNATION -  872 2927 TIDAL 3 1981
 AD5717  PID         -  AD5717
 AD5717  STATE/COUNTY-  FL/BROWARD
 AD5717  USGS QUAD   -  POMPANO BEACH (1983)
 AD5717
 AD5717                         *CURRENT SURVEY CONTROL
 AD5717  ___________________________________________________________________
 AD5717* NAD 83(1986)-  26 08 13.     (N)    080 07 05.     (W)     SCALED    
 AD5717* NAVD 88     -         0.934  (meters)       3.06   (feet)  ADJUSTED  
 AD5717  ___________________________________________________________________
 AD5717  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AD5717  DYNAMIC HT  -           0.932 (meters)       3.06  (feet)  COMP
 AD5717  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AD5717
 AD5717  VERT ORDER  -  SECOND    CLASS I
 AD5717
 AD5717.The horizontal coordinates were scaled from a topographic map and have
 AD5717.an estimated accuracy of +/- 6 seconds.
 AD5717
 AD5717.The orthometric height was determined by differential leveling
 AD5717.and adjusted by the National Geodetic Survey in June 1991..
 AD5717
 AD5717.This Tidal Bench Mark is designated as VM 14224
 AD5717.by the Center for Operational Oceanographic Products and Services.
 AD5717
 AD5717.The geoid height was determined by GEOID03.
 AD5717
 AD5717.The dynamic height is computed by dividing the NAVD 88
 AD5717.geopotential number by the normal gravity value computed on the
 AD5717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5717.degrees latitude (g = 980.6199 gals.).
 AD5717
 AD5717.The modeled gravity was interpolated from observed gravity values.
 AD5717
 AD5717;                    North         East    Units  Estimated Accuracy
 AD5717;SPC FL E     -   200,090.      288,190.      MT  (+/- 180 meters Scaled)
 AD5717
 AD5717                          SUPERSEDED SURVEY CONTROL
 AD5717
 AD5717  NGVD 29 (09/01/92)    1.415  (m)            4.64   (f) ADJUSTED    2 1
 AD5717
 AD5717.Superseded values are not recommended for survey control.
 AD5717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5717.See file dsdata.txt to determine how the superseded data were derived.
 AD5717
 AD5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD5717_MARKER: DB = BENCH MARK DISK
 AD5717_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5717_SP_SET: RETAINING WALL
 AD5717_STAMPING: NO 3 RESET 1981
 AD5717_MARK LOGO: NOS   
 AD5717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5717
 AD5717  HISTORY     - Date     Condition        Report By
 AD5717  HISTORY     - 1981     MONUMENTED       NGS
 AD5717  HISTORY     - 1981     GOOD             FLDNR
 AD5717  HISTORY     - 19910608 GOOD             USPSQD
 AD5717  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AD5717  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD5717  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AD5717  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AD5717
 AD5717                          STATION DESCRIPTION
 AD5717
 AD5717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AD5717'6.8 KM (4.2 MI) NE FROM FORT LAUDERDALE.
 AD5717'0.4 KM (0.25 MI) EAST ALONG SUNRISE BOULEVARD FROM ITS JUNCTION WITH
 AD5717'U.S. HIGHWAY 1 IN NORTH PART OF FORT LAUDERDALE, ON EAST SEA WALL OF
 AD5717'BRIDGE OVER MIDDLE RIVER, APPROXIMATELY 30.5 METERS (100.0 FT) SOUTH
 AD5717'OF THE SOUTH SIDE OF SUNRISE BOULEVARD, 30.5 METERS (100.2 FT)
 AD5717'NORTHEAST OF BENCH MARK NO 1, 17.1 METERS (56.0 FT) NORTHEAST OF THE
 AD5717'THE NORTHEAST END OF CONCRETE BOATDOCK, 0.5 METER (1.5 FT) NORTHWEST
 AD5717'OF A 3-INCH IRON PIPE RAIL AROUND BANK PARKING LOT, AND 0.03 METER
 AD5717'(10 INCHES) SOUTHEAST OF THE NORTHWEST EDGE OF SEAWALL.
 AD5717'THE MARK IS 6.0 FT BELOW ROAD.
 AD5717
 AD5717                          STATION RECOVERY (1981)
 AD5717
 AD5717'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5717'BEGIN AT THE INTERSECTION OF U.S. HWY 1 AND SUNRISE BLVD IN FT
 AD5717'LAUDERDALE, GO 0.2 MILE EAST ON SUNRISE BLVD TO THE BRIDGE OVER THE
 AD5717'MIDDLE RIVER AND THE MARK.  THE MARK IS SET IN TOP OF THE EAST SEAWALL
 AD5717'SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE, 70 FEET NORTH-NORTHEAST O
 AD5717'OF THE NORTHEAST CORNER OF A DOCK LOCATED AT THE WEST CENTER OF THE
 AD5717'PARKING LOT FOR THE SUNRISE PROFESSIONAL BLDG, AND 1.5 FEET
 AD5717'WEST-NORTHWEST OF A STEEL PIPE GUARDRAIL.
 AD5717
 AD5717                          STATION RECOVERY (1991)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5717'RECOVERED IN GOOD CONDITION.
 AD5717
 AD5717                          STATION RECOVERY (1996)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5717'MARK NOT FOUND.
 AD5717
 AD5717                          STATION RECOVERY (1998)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5717'MARK NOT FOUND.
 AD5717
 AD5717                          STATION RECOVERY (1998)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5717'MARK NOT FOUND.
 AD5717
 AD5717                          STATION RECOVERY (2002)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5717'SEAWALL RECAPPED.  MARK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5867 ***********************************************************************
 AD5867  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5867  DESIGNATION -  872 2937 F TIDAL
 AD5867  PID         -  AD5867
 AD5867  STATE/COUNTY-  FL/BROWARD
 AD5867  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5867
 AD5867                         *CURRENT SURVEY CONTROL
 AD5867  ___________________________________________________________________
 AD5867* NAD 83(1986)-  26 07 07.     (N)    080 08 41.     (W)     SCALED    
 AD5867* NAVD 88     -         1.053  (meters)       3.45   (feet)  ADJUSTED  
 AD5867  ___________________________________________________________________
 AD5867  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AD5867  DYNAMIC HT  -           1.051 (meters)       3.45  (feet)  COMP
 AD5867  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 AD5867
 AD5867  VERT ORDER  -  FIRST     CLASS II
 AD5867
 AD5867.The horizontal coordinates were scaled from a topographic map and have
 AD5867.an estimated accuracy of +/- 6 seconds.
 AD5867
 AD5867.The orthometric height was determined by differential leveling
 AD5867.and adjusted by the National Geodetic Survey in May 1994..
 AD5867
 AD5867.This Tidal Bench Mark is designated as VM 5692
 AD5867.by the Center for Operational Oceanographic Products and Services.
 AD5867
 AD5867.The geoid height was determined by GEOID03.
 AD5867
 AD5867.The dynamic height is computed by dividing the NAVD 88
 AD5867.geopotential number by the normal gravity value computed on the
 AD5867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5867.degrees latitude (g = 980.6199 gals.).
 AD5867
 AD5867.The modeled gravity was interpolated from observed gravity values.
 AD5867
 AD5867;                    North         East    Units  Estimated Accuracy
 AD5867;SPC FL E     -   198,040.      285,540.      MT  (+/- 180 meters Scaled)
 AD5867
 AD5867                          SUPERSEDED SURVEY CONTROL
 AD5867
 AD5867  NAVD 88 (06/15/91)    1.069  (m)            3.51   (f) UNKNOWN     1 2
 AD5867  NGVD 29 (09/01/92)    1.539  (m)            5.05   (f) ADJUSTED    1 2
 AD5867
 AD5867.Superseded values are not recommended for survey control.
 AD5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5867.See file dsdata.txt to determine how the superseded data were derived.
 AD5867
 AD5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ855891(NAD 83)
 AD5867_MARKER: DJ = TIDAL STATION DISK
 AD5867_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5867_SP_SET: RETAINING WALL
 AD5867_STAMPING: 2937 F 1981
 AD5867_MARK LOGO: NOS   
 AD5867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5867+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1990
 AD5867
 AD5867  HISTORY     - Date     Condition        Report By
 AD5867  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5867  HISTORY     - 1990     GOOD             USPSQD
 AD5867  HISTORY     - 19901226 GOOD             NGS
 AD5867  HISTORY     - 19910616 GOOD             USPSQD
 AD5867  HISTORY     - 19980204 GOOD             USPSQD
 AD5867  HISTORY     - 19980304 GOOD             USPSQD
 AD5867  HISTORY     - 20050517 GOOD             USPSQD
 AD5867
 AD5867                          STATION DESCRIPTION
 AD5867
 AD5867'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5867'1.8 MI EAST FROM FORT LAUDERDALE.
 AD5867'THE MARK IS 0.5 FT ABOVE ROAD.
 AD5867'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND BROWARD BLVD, GO
 AD5867'1.6 MILES EAST ON BROWARD BLVD TO THE INTERSECTION OF ANDREWS
 AD5867'AVENUE, GO 0.2 MILE SOUTH ALONG ANDREWS AVENUE TO THE ANDREWS AVENUE
 AD5867'BRIDGE.  THE MARK IS SET FLUSH IN THE BRIDGE FOUNDATION, AND IT BEARS
 AD5867'0.4 FOOT WEST OF THE WEST SIDE OF THE BRIDGE SUPPORT ON THE SOUTH SIDE
 AD5867'OF THE RIVER, 25.4 FEET NORTH OF THE CENTERLINE OF SOUTH NEW RIVER
 AD5867'DRIVE EAST, 31.4 FEET EAST OF WEST END OF A BULKHEAD, 3.7 FEET NORTH
 AD5867'OF THE SOUTHWEST CORNER OF A BRIDGE SUPPORT, AND APPROXIMATELY 185
 AD5867'FEET WEST OF BENCH MARK 2937 G 1981.
 AD5867
 AD5867                          STATION RECOVERY (1990)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (1990)
 AD5867
 AD5867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD5867'IN FORT LAUDERDALE, AT THE INTERSECTION OF SOUTH NEW RIVER DRIVE AND
 AD5867'SOUTH ANDREWS AVENUE, IN A CONCRETE RETAINING WALL, 9.9 M (32.5 FT)
 AD5867'EAST OF A UTILITY LIGHT POLE, 7.7 M (25.3 FT) NORTH OF AND LEVEL WITH
 AD5867'THE DRIVE CENTERLINE, 1.1 M (3.6 FT) NORTH OF THE SOUTHWEST CORNER OF
 AD5867'OF A DRAW BRIDGE, AND 0.1 M (0.3 FT) WEST OF THE WEST FACE OF THE
 AD5867'ABUTMENT.
 AD5867
 AD5867                          STATION RECOVERY (1991)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (1998)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (1998)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (2005)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD5867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5868 ***********************************************************************
 AD5868  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5868  DESIGNATION -  872 2937 G TIDAL
 AD5868  PID         -  AD5868
 AD5868  STATE/COUNTY-  FL/BROWARD
 AD5868  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5868
 AD5868                         *CURRENT SURVEY CONTROL
 AD5868  ___________________________________________________________________
 AD5868* NAD 83(1986)-  26 07 07.     (N)    080 08 41.     (W)     SCALED    
 AD5868* NAVD 88     -         1.084  (meters)       3.56   (feet)  ADJUSTED  
 AD5868  ___________________________________________________________________
 AD5868  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AD5868  DYNAMIC HT  -           1.082 (meters)       3.55  (feet)  COMP
 AD5868  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 AD5868
 AD5868  VERT ORDER  -  SECOND    CLASS I
 AD5868
 AD5868.The horizontal coordinates were scaled from a topographic map and have
 AD5868.an estimated accuracy of +/- 6 seconds.
 AD5868
 AD5868.The orthometric height was determined by differential leveling
 AD5868.and adjusted by the National Geodetic Survey in June 1991..
 AD5868
 AD5868.This Tidal Bench Mark is designated as VM 5693
 AD5868.by the Center for Operational Oceanographic Products and Services.
 AD5868
 AD5868.The geoid height was determined by GEOID03.
 AD5868
 AD5868.The dynamic height is computed by dividing the NAVD 88
 AD5868.geopotential number by the normal gravity value computed on the
 AD5868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5868.degrees latitude (g = 980.6199 gals.).
 AD5868
 AD5868.The modeled gravity was interpolated from observed gravity values.
 AD5868
 AD5868;                    North         East    Units  Estimated Accuracy
 AD5868;SPC FL E     -   198,040.      285,540.      MT  (+/- 180 meters Scaled)
 AD5868
 AD5868                          SUPERSEDED SURVEY CONTROL
 AD5868
 AD5868  NGVD 29 (09/01/92)    1.555  (m)            5.10   (f) ADJUSTED    2 1
 AD5868
 AD5868.Superseded values are not recommended for survey control.
 AD5868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5868.See file dsdata.txt to determine how the superseded data were derived.
 AD5868
 AD5868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ855891(NAD 83)
 AD5868_MARKER: DJ = TIDAL STATION DISK
 AD5868_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5868+WITH SETTING: PAVEMENT
 AD5868_SP_SET: CONCRETE BASE FOR A UTILITY BO
 AD5868_STAMPING: 2937 G 1981
 AD5868_MARK LOGO: NOS   
 AD5868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5868+STABILITY: SURFACE MOTION
 AD5868
 AD5868  HISTORY     - Date     Condition        Report By
 AD5868  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5868  HISTORY     - 19910616 GOOD             USPSQD
 AD5868  HISTORY     - 19960118 GOOD             USPSQD
 AD5868  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AD5868  HISTORY     - 19980304 GOOD             USPSQD
 AD5868  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 AD5868
 AD5868                          STATION DESCRIPTION
 AD5868
 AD5868'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5868'1.8 MI EAST FROM FORT LAUDERDALE.
 AD5868'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND BROWARD BLVD, GO
 AD5868'1.6 MILES EAST ALONG BROWARD BLVD TO THE INTERSECTION OF ANDREWS
 AD5868'AVENUE, GO 0.2 MILE SOUTH ALONG ANDREWS AVENUE TO THE ANDREWS AVENUE
 AD5868'BRIDGE OVER THE NEW RIVER.  MARK IS SET FLUSH IN THE CONCRETE
 AD5868'FOUNDATION OF A UTILITY BOX.  THE MARK BEARS APPROXIMATELY 140.5 FEET
 AD5868'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE SUPPORT ON THE SOUTH
 AD5868'SIDE OF THE RIVER, 26.2 FEET NORTHEAST OF THE CENTERLINE OF SOUTH NEW
 AD5868'RIVER DRIVE EAST, 6.2 FEET SOUTHWEST OF THE SEAWALL AND THE WATERS
 AD5868'EDGE, 3.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A UTILITY BOX
 AD5868'AND APPROXIMATELY 185 FEET EAST OF BENCH MARK 2937 F 1981.
 AD5868'THE MARK IS 0.5 FT ABOVE ROAD.
 AD5868
 AD5868                          STATION RECOVERY (1991)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5868'RECOVERED IN GOOD CONDITION.
 AD5868
 AD5868                          STATION RECOVERY (1996)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5868'RECOVERED IN GOOD CONDITION.
 AD5868
 AD5868                          STATION RECOVERY (1998)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5868'MARK NOT FOUND.
 AD5868
 AD5868                          STATION RECOVERY (1998)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5868'RECOVERED IN GOOD CONDITION.
 AD5868
 AD5868                          STATION RECOVERY (2005)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD5868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5869 ***********************************************************************
 AD5869  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5869  DESIGNATION -  872 2937 H TIDAL
 AD5869  PID         -  AD5869
 AD5869  STATE/COUNTY-  FL/BROWARD
 AD5869  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5869
 AD5869                         *CURRENT SURVEY CONTROL
 AD5869  ___________________________________________________________________
 AD5869* NAD 83(1986)-  26 07 07.     (N)    080 08 41.     (W)     SCALED    
 AD5869* NAVD 88     -         0.763  (meters)       2.50   (feet)  ADJUSTED  
 AD5869  ___________________________________________________________________
 AD5869  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AD5869  DYNAMIC HT  -           0.762 (meters)       2.50  (feet)  COMP
 AD5869  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 AD5869
 AD5869  VERT ORDER  -  SECOND    CLASS I
 AD5869
 AD5869.The horizontal coordinates were scaled from a topographic map and have
 AD5869.an estimated accuracy of +/- 6 seconds.
 AD5869
 AD5869.The orthometric height was determined by differential leveling
 AD5869.and adjusted by the National Geodetic Survey in June 1991..
 AD5869
 AD5869.This Tidal Bench Mark is designated as VM 5694
 AD5869.by the Center for Operational Oceanographic Products and Services.
 AD5869
 AD5869.The geoid height was determined by GEOID03.
 AD5869
 AD5869.The dynamic height is computed by dividing the NAVD 88
 AD5869.geopotential number by the normal gravity value computed on the
 AD5869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5869.degrees latitude (g = 980.6199 gals.).
 AD5869
 AD5869.The modeled gravity was interpolated from observed gravity values.
 AD5869
 AD5869;                    North         East    Units  Estimated Accuracy
 AD5869;SPC FL E     -   198,040.      285,540.      MT  (+/- 180 meters Scaled)
 AD5869
 AD5869                          SUPERSEDED SURVEY CONTROL
 AD5869
 AD5869  NGVD 29 (09/01/92)    1.235  (m)            4.05   (f) ADJUSTED    2 1
 AD5869
 AD5869.Superseded values are not recommended for survey control.
 AD5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5869.See file dsdata.txt to determine how the superseded data were derived.
 AD5869
 AD5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ855891(NAD 83)
 AD5869_MARKER: DJ = TIDAL STATION DISK
 AD5869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5869_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5869_STAMPING: 2937 H 1981
 AD5869_MARK LOGO: NOS   
 AD5869_PROJECTION: FLUSH
 AD5869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5869+STABILITY: POSITION/ELEVATION WELL
 AD5869_ROD/PIPE-DEPTH: 9.14 meters
 AD5869
 AD5869  HISTORY     - Date     Condition        Report By
 AD5869  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5869  HISTORY     - 19901228 MARK NOT FOUND   NGS
 AD5869  HISTORY     - 19910616 GOOD             USPSQD
 AD5869  HISTORY     - 19980304 GOOD             USPSQD
 AD5869  HISTORY     - 20050517 GOOD             USPSQD
 AD5869
 AD5869                          STATION DESCRIPTION
 AD5869
 AD5869'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5869'1.8 MI EAST FROM FORT LAUDERDALE.
 AD5869'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND BROWARD BLVD, GO
 AD5869'1.6 MILES EAST ALONG BROWARD BLVD TO THE INTERSECTION OF ANDREWS
 AD5869'AVENUE, GO 0.2 MILE SOUTH ALONG ANDREWS AVENUE TO THE ANDREWS
 AD5869'AVENUE BRIDGE OVER THE NEW RIVER.  THE MARK BEARS APPROXIMATELY 416
 AD5869'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE SUPPORT ON THE
 AD5869'SOUTH SIDE OF NEW RIVER, 27.5 FEET NORTHEAST OF THE CENTERLINE OF
 AD5869'THE SOUTH NEW RIVER DRIVE EAST, 26.8 FEET NORTHWEST OF THE SOUTHWEST
 AD5869'EDGE OF A UTILITY BOX, 6.0 FEET SOUTHWEST OF A SEAWALL AND THE
 AD5869'WATERS EDGE AND APPROXIMATELY 275.6 FEET SOUTHEAST OF BENCH
 AD5869'MARK 2937 G 1981.
 AD5869'THE MARK IS 0.1 FT BELOW GROUND.
 AD5869
 AD5869                          STATION RECOVERY (1990)
 AD5869
 AD5869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD5869'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD5869
 AD5869                          STATION RECOVERY (1991)
 AD5869
 AD5869'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5869'RECOVERED IN GOOD CONDITION.
 AD5869
 AD5869                          STATION RECOVERY (1998)
 AD5869
 AD5869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5869'RECOVERED IN GOOD CONDITION.
 AD5869
 AD5869                          STATION RECOVERY (2005)
 AD5869
 AD5869'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD5869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2489 ***********************************************************************
 AD2489  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2489  DESIGNATION -  872 2937 TIDAL 4
 AD2489  PID         -  AD2489
 AD2489  STATE/COUNTY-  FL/BROWARD
 AD2489  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2489
 AD2489                         *CURRENT SURVEY CONTROL
 AD2489  ___________________________________________________________________
 AD2489* NAD 83(1986)-  26 07 00.     (N)    080 08 25.     (W)     SCALED    
 AD2489* NAVD 88     -         0.935  (meters)       3.07   (feet)  ADJUSTED  
 AD2489  ___________________________________________________________________
 AD2489  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AD2489  DYNAMIC HT  -           0.933 (meters)       3.06  (feet)  COMP
 AD2489  MODELED GRAV-     979,058.1   (mgal)                       NAVD 88
 AD2489
 AD2489  VERT ORDER  -  FIRST     CLASS II
 AD2489
 AD2489.The horizontal coordinates were scaled from a topographic map and have
 AD2489.an estimated accuracy of +/- 6 seconds.
 AD2489
 AD2489.The orthometric height was determined by differential leveling
 AD2489.and adjusted by the National Geodetic Survey in May 1994..
 AD2489
 AD2489.This Tidal Bench Mark is designated as VM 5688
 AD2489.by the Center for Operational Oceanographic Products and Services.
 AD2489
 AD2489.The geoid height was determined by GEOID03.
 AD2489
 AD2489.The dynamic height is computed by dividing the NAVD 88
 AD2489.geopotential number by the normal gravity value computed on the
 AD2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2489.degrees latitude (g = 980.6199 gals.).
 AD2489
 AD2489.The modeled gravity was interpolated from observed gravity values.
 AD2489
 AD2489;                    North         East    Units  Estimated Accuracy
 AD2489;SPC FL E     -   197,820.      285,990.      MT  (+/- 180 meters Scaled)
 AD2489
 AD2489                          SUPERSEDED SURVEY CONTROL
 AD2489
 AD2489  NAVD 88 (06/15/91)    0.994  (m)            3.26   (f) UNKNOWN     1 2
 AD2489  NGVD 29 (09/01/92)    1.421  (m)            4.66   (f) ADJUSTED    1 2
 AD2489
 AD2489.Superseded values are not recommended for survey control.
 AD2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2489.See file dsdata.txt to determine how the superseded data were derived.
 AD2489
 AD2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ859888(NAD 83)
 AD2489_MARKER: DJ = TIDAL STATION DISK
 AD2489_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD2489_SP_SET: RETAINING WALL
 AD2489_STAMPING: NO 4 1952
 AD2489_MARK LOGO: CGS   
 AD2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2489+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1990
 AD2489
 AD2489  HISTORY     - Date     Condition        Report By
 AD2489  HISTORY     - 1952     MONUMENTED       CGS
 AD2489  HISTORY     - 1965     GOOD             NGS
 AD2489  HISTORY     - 1973     GOOD             NGS
 AD2489  HISTORY     - 1981     GOOD             FLDNR
 AD2489  HISTORY     - 19901221 GOOD             NGS
 AD2489  HISTORY     - 19910616 GOOD             USPSQD
 AD2489  HISTORY     - 19980304 GOOD             USPSQD
 AD2489
 AD2489                          STATION DESCRIPTION
 AD2489
 AD2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2489'1.6 MI NE FROM FORT LAUDERDALE.
 AD2489'ABOUT 1.3 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2489'THE STATION AT FORT LAUDERDALE, THENCE 0.05 MILE EAST ALONG
 AD2489'SW 5TH STREET, THENCE 0.1 MILE NORTH ALONG SW FIRST AVENUE,
 AD2489'THENCE 0.25 MILE EAST ALONG SOUTH RIVER DRIVE TO THE SE THIRD
 AD2489'AVENUE BRIDGE OVER NEW RIVER, IN SECTION 10, R 42 E, T 50 S, SET
 AD2489'ON THE TOP OF THE SEAWALL ALONG SOUTH SIDE OF THE RIVER AND
 AD2489'UNDER AND NEAR THE WEST SIDE OF THE SE THIRD AVENUE BRIDGE
 AD2489'OVER NEW RIVER, 32.5 FEET NORTH OF THE CENTER LINE OF SOUTH
 AD2489'RIVER DRIVE, 14 FEET EAST OF THE WEST SIDE OF THE BRIDGE, 0.1
 AD2489'MILE NORTH ALONG SE THIRD AVENUE FROM THE SIDE OF THE BRIDGE,
 AD2489'0.1 MILE NORTH ALONG SE THIRD AVENUE FROM THE COURTHOUSE AND
 AD2489'ABOUT 1/2 FOOT ABOVE THE LEVEL OF SOUTH RIVER DRIVE.  FORT
 AD2489'LAUDERDALE, ANDREWS AVENUE BRIDGE, NEW RIVER.
 AD2489
 AD2489                          STATION RECOVERY (1973)
 AD2489
 AD2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (1981)
 AD2489
 AD2489'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (1990)
 AD2489
 AD2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD2489'IN FORT LAUDERDALE, AT THE INTERSECTION OF SOUTH NEW RIVER DRIVE AND
 AD2489'SOUTHEAST 3RD AVENUE, IN A CONCRETE RETAINING WALL ALONG THE SOUTH
 AD2489'BANK OF NEW RIVER, 10.3 M (33.8 FT) NORTH OF AND LEVEL WITH THE DRIVE
 AD2489'CENTERLINE, 5.0 M (16.4 FT) NORTHEAST OF THE WEST COLUMN OF THE
 AD2489'SECOND PIER NORTH OF THE SOUTH END OF THE AVENUE BRIDGE SPANNING NEW
 AD2489'RIVER, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 AD2489
 AD2489                          STATION RECOVERY (1991)
 AD2489
 AD2489'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (1998)
 AD2489
 AD2489'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2492 ***********************************************************************
 AD2492  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2492  DESIGNATION -  872 2937 TIDAL 5
 AD2492  PID         -  AD2492
 AD2492  STATE/COUNTY-  FL/BROWARD
 AD2492  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2492
 AD2492                         *CURRENT SURVEY CONTROL
 AD2492  ___________________________________________________________________
 AD2492* NAD 83(1986)-  26 07 04.     (N)    080 08 40.     (W)     SCALED    
 AD2492* NAVD 88     -         0.658  (meters)       2.16   (feet)  ADJUSTED  
 AD2492  ___________________________________________________________________
 AD2492  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AD2492  DYNAMIC HT  -           0.657 (meters)       2.16  (feet)  COMP
 AD2492  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 AD2492
 AD2492  VERT ORDER  -  FIRST     CLASS I
 AD2492
 AD2492.The horizontal coordinates were scaled from a topographic map and have
 AD2492.an estimated accuracy of +/- 6 seconds.
 AD2492
 AD2492.The orthometric height was determined by differential leveling
 AD2492.and adjusted by the National Geodetic Survey in June 1991..
 AD2492.WARNING-Repeat measurements at this control monument indicate possible
 AD2492.vertical movement.
 AD2492
 AD2492.This Tidal Bench Mark is designated as VM 17138
 AD2492.by the Center for Operational Oceanographic Products and Services.
 AD2492
 AD2492.The geoid height was determined by GEOID03.
 AD2492
 AD2492.The dynamic height is computed by dividing the NAVD 88
 AD2492.geopotential number by the normal gravity value computed on the
 AD2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2492.degrees latitude (g = 980.6199 gals.).
 AD2492
 AD2492.The modeled gravity was interpolated from observed gravity values.
 AD2492
 AD2492;                    North         East    Units  Estimated Accuracy
 AD2492;SPC FL E     -   197,940.      285,570.      MT  (+/- 180 meters Scaled)
 AD2492
 AD2492                          SUPERSEDED SURVEY CONTROL
 AD2492
 AD2492  NGVD 29 (09/01/92)    1.128  (m)            3.70   (f) ADJUSTED    1 1
 AD2492
 AD2492.Superseded values are not recommended for survey control.
 AD2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2492.See file dsdata.txt to determine how the superseded data were derived.
 AD2492
 AD2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ855890(NAD 83)
 AD2492_MARKER: DJ = TIDAL STATION DISK
 AD2492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2492_SP_SET: CONCRETE FOOTING
 AD2492_STAMPING: NO 5 1960
 AD2492_MARK LOGO: CGS   
 AD2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2492
 AD2492  HISTORY     - Date     Condition        Report By
 AD2492  HISTORY     - 1960     MONUMENTED       CGS
 AD2492  HISTORY     - 1965     GOOD             NGS
 AD2492  HISTORY     - 1973     GOOD             NGS
 AD2492  HISTORY     - 1981     GOOD             FLDNR
 AD2492  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 AD2492  HISTORY     - 19950703 GOOD             USPSQD
 AD2492  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 AD2492  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 AD2492
 AD2492                          STATION DESCRIPTION
 AD2492
 AD2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2492'1.4 MI N FROM FORT LAUDERDALE.
 AD2492'ABOUT 1.3 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2492'THE STATION AT FORT LAUDERDALE, THENCE 0.05 MILE EAST ALONG
 AD2492'SW 5TH STREET, THENCE 0.1 MILE NORTH ALONG SW FIRST AVENUE,
 AD2492'IN SECTION 10, R 42 E, T 50 S, AT THE RODI BOAT COMPANY, SET
 AD2492'IN THE TOP OF CONCRETE FOOTING FOR 3RD STEEL COLUMN NORTH OF
 AD2492'ENTRANCE TO BOAT COMPANY, 46 FEET NORTH OF THE CENTER OF ENTRANCE
 AD2492'TO DOCK, 23 FEET SOUTH OF THE SOUTH EDGE OF NEW RIVER, 1.2 FEET
 AD2492'SOUTH OF THE 3RD STEEL COLUMN, 294 FEET EAST OF THE EAST RAIL
 AD2492'OF THE TRACK, 0.5 FOOT BELOW THE LEVEL OF THE SIDEWALK.  FORT
 AD2492'LAUDERDALE, ANDREWS AVENUE BRIDGE, NEW RIVER.
 AD2492
 AD2492                          STATION RECOVERY (1973)
 AD2492
 AD2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2492'RECOVERED IN GOOD CONDITION.
 AD2492
 AD2492                          STATION RECOVERY (1981)
 AD2492
 AD2492'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2492'RECOVERED IN GOOD CONDITION.
 AD2492
 AD2492                          STATION RECOVERY (1991)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2492'MARK NOT FOUND.
 AD2492
 AD2492                          STATION RECOVERY (1995)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2492'RECOVERED IN GOOD CONDITION.
 AD2492
 AD2492                          STATION RECOVERY (1998)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2492'MARK NOT FOUND.
 AD2492
 AD2492                          STATION RECOVERY (2005)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD2492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5870 ***********************************************************************
 AD5870  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5870  DESIGNATION -  872 2939 G TIDAL
 AD5870  PID         -  AD5870
 AD5870  STATE/COUNTY-  FL/BROWARD
 AD5870  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5870
 AD5870                         *CURRENT SURVEY CONTROL
 AD5870  ___________________________________________________________________
 AD5870* NAD 83(1986)-  26 06 49.     (N)    080 06 29.     (W)     SCALED    
 AD5870* NAVD 88     -         3.663  (meters)      12.02   (feet)  ADJUSTED  
 AD5870  ___________________________________________________________________
 AD5870  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AD5870  DYNAMIC HT  -           3.657 (meters)      12.00  (feet)  COMP
 AD5870  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AD5870
 AD5870  VERT ORDER  -  SECOND    CLASS I
 AD5870
 AD5870.The horizontal coordinates were scaled from a topographic map and have
 AD5870.an estimated accuracy of +/- 6 seconds.
 AD5870
 AD5870.The orthometric height was determined by differential leveling
 AD5870.and adjusted by the National Geodetic Survey in June 1991..
 AD5870
 AD5870.This Tidal Bench Mark is designated as VM 5697
 AD5870.by the Center for Operational Oceanographic Products and Services.
 AD5870
 AD5870.The geoid height was determined by GEOID03.
 AD5870
 AD5870.The dynamic height is computed by dividing the NAVD 88
 AD5870.geopotential number by the normal gravity value computed on the
 AD5870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5870.degrees latitude (g = 980.6199 gals.).
 AD5870
 AD5870.The modeled gravity was interpolated from observed gravity values.
 AD5870
 AD5870;                    North         East    Units  Estimated Accuracy
 AD5870;SPC FL E     -   197,510.      289,210.      MT  (+/- 180 meters Scaled)
 AD5870
 AD5870                          SUPERSEDED SURVEY CONTROL
 AD5870
 AD5870  NGVD 29 (09/01/92)    4.193  (m)           13.76   (f) ADJUSTED    2 1
 AD5870
 AD5870.Superseded values are not recommended for survey control.
 AD5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5870.See file dsdata.txt to determine how the superseded data were derived.
 AD5870
 AD5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD5870_MARKER: DJ = TIDAL STATION DISK
 AD5870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5870_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5870_STAMPING: 2939 G 1981
 AD5870_MARK LOGO: NOS   
 AD5870_PROJECTION: FLUSH
 AD5870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5870+STABILITY: POSITION/ELEVATION WELL
 AD5870_ROD/PIPE-DEPTH: 12.2 meters
 AD5870
 AD5870  HISTORY     - Date     Condition        Report By
 AD5870  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5870  HISTORY     - 1986     GOOD             FLDNR
 AD5870  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19910609 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19940412 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19970611 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19980217 GOOD             USPSQD
 AD5870  HISTORY     - 19980313 GOOD             USPSQD
 AD5870  HISTORY     - 20030128 GOOD             USPSQD
 AD5870
 AD5870                          STATION DESCRIPTION
 AD5870
 AD5870'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5870'IN FORT LAUDERDALE BEACH.
 AD5870'BEGIN AT THE INTERSECTION OF STATE ROAD ALT A1A (LAS OLAS BLVD) AND
 AD5870'STATE ROAD A1A AT FORT LAUDERDALE BEACH.  GO SOUTH ON STATE ROAD A1A
 AD5870'FOR 0.45 MILE TO THE MUNICIPAL PARKING LOT ACROSS THE ROAD FROM THE
 AD5870'BAHIA MAR YACHT CLUB.  THE MARK BEARS 58.2 FEET SOUTHWEST OF THE
 AD5870'SOUTHWEST CORNER OF THE PARKING LOT TOLL BOOTH, 69.0 FEET EAST OF THE
 AD5870'CENTERLINE OF THE NORTHBOUND LANE OF STATE ROAD A1A, 3.5 FEET SOUTH
 AD5870'SOUTHWEST OF A ROYAL PALM TREE, 112 FEET SOUTHWEST OF BENCH MARK
 AD5870'2939 H 1981, AND APPROXIMATELY 300 FEET EAST-NORTHEAST OF BENCH MARK
 AD5870'Y 315 1970.
 AD5870'THE MARK IS 13 FT  SW FROM  POWER POLE WITH SIGN
 AD5870'THE MARK IS 0.3 FT BELOW GROUND.
 AD5870
 AD5870                          STATION RECOVERY (1986)
 AD5870
 AD5870'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5870'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS WEST-
 AD5870'SOUTHWEST OF THE TOLL BOOTH.
 AD5870
 AD5870                          STATION RECOVERY (1990)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1990 (KR)
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1991)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1994)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1995)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1997)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1998)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5870'RECOVERED IN GOOD CONDITION.
 AD5870
 AD5870                          STATION RECOVERY (1998)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5870'RECOVERED IN GOOD CONDITION.
 AD5870
 AD5870                          STATION RECOVERY (2003)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5871 ***********************************************************************
 AD5871  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5871  DESIGNATION -  872 2939 H TIDAL
 AD5871  PID         -  AD5871
 AD5871  STATE/COUNTY-  FL/BROWARD
 AD5871  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5871
 AD5871                         *CURRENT SURVEY CONTROL
 AD5871  ___________________________________________________________________
 AD5871* NAD 83(1986)-  26 06 49.     (N)    080 06 29.     (W)     SCALED    
 AD5871* NAVD 88     -         3.513  (meters)      11.53   (feet)  ADJUSTED  
 AD5871  ___________________________________________________________________
 AD5871  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AD5871  DYNAMIC HT  -           3.507 (meters)      11.51  (feet)  COMP
 AD5871  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AD5871
 AD5871  VERT ORDER  -  SECOND    CLASS I
 AD5871
 AD5871.The horizontal coordinates were scaled from a topographic map and have
 AD5871.an estimated accuracy of +/- 6 seconds.
 AD5871
 AD5871.The orthometric height was determined by differential leveling
 AD5871.and adjusted by the National Geodetic Survey in June 1991..
 AD5871
 AD5871.This Tidal Bench Mark is designated as VM 5698
 AD5871.by the Center for Operational Oceanographic Products and Services.
 AD5871
 AD5871.The geoid height was determined by GEOID03.
 AD5871
 AD5871.The dynamic height is computed by dividing the NAVD 88
 AD5871.geopotential number by the normal gravity value computed on the
 AD5871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5871.degrees latitude (g = 980.6199 gals.).
 AD5871
 AD5871.The modeled gravity was interpolated from observed gravity values.
 AD5871
 AD5871;                    North         East    Units  Estimated Accuracy
 AD5871;SPC FL E     -   197,510.      289,210.      MT  (+/- 180 meters Scaled)
 AD5871
 AD5871                          SUPERSEDED SURVEY CONTROL
 AD5871
 AD5871  NGVD 29 (09/01/92)    4.043  (m)           13.26   (f) ADJUSTED    2 1
 AD5871
 AD5871.Superseded values are not recommended for survey control.
 AD5871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5871.See file dsdata.txt to determine how the superseded data were derived.
 AD5871
 AD5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD5871_MARKER: DJ = TIDAL STATION DISK
 AD5871_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5871_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD5871_STAMPING: 2939 H 1981
 AD5871_MARK LOGO: NOS   
 AD5871_PROJECTION: FLUSH
 AD5871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5871+STABILITY: POSITION/ELEVATION WELL
 AD5871_ROD/PIPE-DEPTH: 12.2 meters
 AD5871
 AD5871  HISTORY     - Date     Condition        Report By
 AD5871  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5871  HISTORY     - 1986     GOOD             FLDNR
 AD5871  HISTORY     - 1990     GOOD             USPSQD
 AD5871  HISTORY     - 19910609 GOOD             USPSQD
 AD5871  HISTORY     - 19940412 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 19970611 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 19980217 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 20030128 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5871
 AD5871                          STATION DESCRIPTION
 AD5871
 AD5871'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5871'IN FORT LAUDERDALE BEACH.
 AD5871'BEGIN AT THE INTERSECTION OF STATE ROAD ALT A1A (LAS OLAS BLVD) AND
 AD5871'STATE ROAD A1A AT FORT LAUDERDALE BEACH.  GO SOUTH ON STATE ROAD A1A
 AD5871'FOR 0.45 MILE TO THE MUNICIPAL PARKING LOT ACROSS THE ROAD FROM THE
 AD5871'BAHIA MAR YACHT CLUB.  THE MARK BEARS 81 FEET NORTHWEST OF THE NORTH
 AD5871'NORTHWEST CORNER OF THE PARKING LOT TOLL BOOTH, 102.2 FEET EAST OF THE
 AD5871'NORTHBOUND LANE OF STATE ROAD A1A, 18.7 FEET NORTH OF THE CENTERLINE
 AD5871'OF THE NORTHERNMOST DRIVEWAY OF THE PARKING LOT, 4.9 FEET SOUTH OF
 AD5871'THE SOUTH SIDE OF A SIDEWALK, AND 112 FEET NORTHEAST OF BENCH MARK
 AD5871'2939 G 1981.
 AD5871'THE MARK IS 2.9 FT  W FROM A WITNESS POST.
 AD5871'THE MARK IS 0.3 FT BELOW GROUND.
 AD5871
 AD5871                          STATION RECOVERY (1986)
 AD5871
 AD5871'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5871'RECOVERED IN GOOD CONDITION.
 AD5871
 AD5871                          STATION RECOVERY (1990)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1990 (KR)
 AD5871'RECOVERED IN GOOD CONDITION.
 AD5871
 AD5871                          STATION RECOVERY (1991)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5871'RECOVERED IN GOOD CONDITION.
 AD5871
 AD5871                          STATION RECOVERY (1994)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (1995)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (1997)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (1998)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (2003)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (2004)
 AD5871
 AD5871'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5871'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8079 ***********************************************************************
 AD8079  DESIGNATION -  872 2939 J TIDAL
 AD8079  PID         -  AD8079
 AD8079  STATE/COUNTY-  FL/BROWARD
 AD8079  USGS QUAD   -  PORT EVERGLADES (1983)
 AD8079
 AD8079                         *CURRENT SURVEY CONTROL
 AD8079  ___________________________________________________________________
 AD8079* NAD 83(1986)-  26 06 47.     (N)    080 06 29.     (W)     SCALED    
 AD8079* NAVD 88     -         2.022  (meters)       6.63   (feet)  ADJUSTED  
 AD8079  ___________________________________________________________________
 AD8079  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AD8079  DYNAMIC HT  -           2.019 (meters)       6.62  (feet)  COMP
 AD8079  MODELED GRAV-     979,056.4   (mgal)                       NAVD 88
 AD8079
 AD8079  VERT ORDER  -  SECOND    CLASS I
 AD8079
 AD8079.The horizontal coordinates were scaled from a topographic map and have
 AD8079.an estimated accuracy of +/- 6 seconds.
 AD8079
 AD8079.The orthometric height was determined by differential leveling
 AD8079.and adjusted by the National Geodetic Survey in September 1996..
 AD8079
 AD8079.The geoid height was determined by GEOID03.
 AD8079
 AD8079.The dynamic height is computed by dividing the NAVD 88
 AD8079.geopotential number by the normal gravity value computed on the
 AD8079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8079.degrees latitude (g = 980.6199 gals.).
 AD8079
 AD8079.The modeled gravity was interpolated from observed gravity values.
 AD8079
 AD8079;                    North         East    Units  Estimated Accuracy
 AD8079;SPC FL E     -   197,450.      289,210.      MT  (+/- 180 meters Scaled)
 AD8079
 AD8079                          SUPERSEDED SURVEY CONTROL
 AD8079
 AD8079  NGVD 29 (09/01/92)    2.553  (m)            8.38   (f) ADJUSTED    2 1
 AD8079
 AD8079.Superseded values are not recommended for survey control.
 AD8079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8079.See file dsdata.txt to determine how the superseded data were derived.
 AD8079
 AD8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD8079_MARKER: DJ = TIDAL STATION DISK
 AD8079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8079_SP_SET: CONCRETE BOX DRAIN
 AD8079_STAMPING: 2939 J 1986
 AD8079_MARK LOGO: NOS   
 AD8079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8079
 AD8079  HISTORY     - Date     Condition        Report By
 AD8079  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8079  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 19971103 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 19980217 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 20030128 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 20041213 POOR             FLDT
 AD8079
 AD8079                          STATION DESCRIPTION
 AD8079
 AD8079'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8079'IN FORT LAUDERDALE BEACH.
 AD8079'THE MARK IS LOCATED AT THE FT. LAUDERDALE BEACH MUNICIPAL PARKING
 AD8079'LOT, ACROSS FROM THE BAHIA MAR RESORT, 21.6 FEET EAST OF THE
 AD8079'CENTERLINE OF STATE HIGHWAY A1A NORTHBOUND, 85.1 FEET SOUTH OF THE
 AD8079'SOUTH EDGE OF THE PEDESTRIAN BRIDGE TO THE BAHIA MAR RESORT, 22 FEET
 AD8079'WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE PARKING LOT, 1
 AD8079'FOOT EAST OF THE WEST CURB OF THE PARKING LOT AND IS SET IN THE
 AD8079'NORTHWEST CORNER OF A CONCRETE BOX DRAIN.
 AD8079
 AD8079                          STATION RECOVERY (1995)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (1995)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (1997)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (1998)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (2003)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (2004)
 AD8079
 AD8079'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8079'FOUND SHAFT, BUT BRASS DISC IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8080 ***********************************************************************
 AD8080  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8080  DESIGNATION -  872 2939 K TIDAL
 AD8080  PID         -  AD8080
 AD8080  STATE/COUNTY-  FL/BROWARD
 AD8080  USGS QUAD   -  PORT EVERGLADES (1983)
 AD8080
 AD8080                         *CURRENT SURVEY CONTROL
 AD8080  ___________________________________________________________________
 AD8080* NAD 83(1986)-  26 06 49.     (N)    080 06 29.     (W)     SCALED    
 AD8080* NAVD 88     -         2.372  (meters)       7.78   (feet)  ADJUSTED  
 AD8080  ___________________________________________________________________
 AD8080  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AD8080  DYNAMIC HT  -           2.368 (meters)       7.77  (feet)  COMP
 AD8080  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AD8080
 AD8080  VERT ORDER  -  SECOND    CLASS I
 AD8080
 AD8080.The horizontal coordinates were scaled from a topographic map and have
 AD8080.an estimated accuracy of +/- 6 seconds.
 AD8080
 AD8080.The orthometric height was determined by differential leveling
 AD8080.and adjusted by the National Geodetic Survey in September 1996..
 AD8080
 AD8080.This Tidal Bench Mark is designated as VM 12532
 AD8080.by the Center for Operational Oceanographic Products and Services.
 AD8080
 AD8080.The geoid height was determined by GEOID03.
 AD8080
 AD8080.The dynamic height is computed by dividing the NAVD 88
 AD8080.geopotential number by the normal gravity value computed on the
 AD8080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8080.degrees latitude (g = 980.6199 gals.).
 AD8080
 AD8080.The modeled gravity was interpolated from observed gravity values.
 AD8080
 AD8080;                    North         East    Units  Estimated Accuracy
 AD8080;SPC FL E     -   197,510.      289,210.      MT  (+/- 180 meters Scaled)
 AD8080
 AD8080                          SUPERSEDED SURVEY CONTROL
 AD8080
 AD8080  NGVD 29 (09/01/92)    2.902  (m)            9.52   (f) ADJUSTED    2 1
 AD8080
 AD8080.Superseded values are not recommended for survey control.
 AD8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8080.See file dsdata.txt to determine how the superseded data were derived.
 AD8080
 AD8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD8080_MARKER: DJ = TIDAL STATION DISK
 AD8080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8080_SP_SET: CONCRETE BOX DRAIN
 AD8080_STAMPING: 2939 K 1986
 AD8080_MARK LOGO: NOS   
 AD8080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8080
 AD8080  HISTORY     - Date     Condition        Report By
 AD8080  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8080  HISTORY     - 19940412 GOOD             USPSQD
 AD8080  HISTORY     - 19950703 GOOD             USPSQD
 AD8080  HISTORY     - 19950708 GOOD             USPSQD
 AD8080  HISTORY     - 19971104 MARK NOT FOUND   USPSQD
 AD8080  HISTORY     - 19980217 MARK NOT FOUND   USPSQD
 AD8080  HISTORY     - 20030128 MARK NOT FOUND   USPSQD
 AD8080  HISTORY     - 20041213 GOOD             FLDT
 AD8080
 AD8080                          STATION DESCRIPTION
 AD8080
 AD8080'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8080'IN FORT LAUDERDALE BEACH.
 AD8080'THE MARK IS LOCATED AT THE FT.  LAUDERDALE BEACH MUNICIPAL PARKING
 AD8080'LOT, ACROSS FROM THE BAHIA MAR RESORT, 20.6 FEET EAST OF THE
 AD8080'CENTERLINE OF STATE ROAD A1A NORTHBOUND, 26 FEET WEST OF THE
 AD8080'CENTERLINE OF THE NORTHBOUND LANE OF THE PARKING LOT, 73.4 FEET SOUTH
 AD8080'OF A CONCRETE POWER POLE WITH 3 TRANSFORMERS AND IS SET IN THE
 AD8080'NORTHEAST CORNER OF A CONCRETE BOX DRAIN.
 AD8080
 AD8080                          STATION RECOVERY (1994)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8080'RECOVERED IN GOOD CONDITION.
 AD8080
 AD8080                          STATION RECOVERY (1995)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8080'RECOVERED IN GOOD CONDITION.
 AD8080
 AD8080                          STATION RECOVERY (1995)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8080'RECOVERED IN GOOD CONDITION.
 AD8080
 AD8080                          STATION RECOVERY (1997)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD8080'MARK NOT FOUND.
 AD8080
 AD8080                          STATION RECOVERY (1998)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8080'MARK NOT FOUND.
 AD8080
 AD8080                          STATION RECOVERY (2003)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD8080'MARK NOT FOUND.
 AD8080
 AD8080                          STATION RECOVERY (2004)
 AD8080
 AD8080'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8080'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2458 ***********************************************************************
 AD2458  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2458  DESIGNATION -  872 2939 TIDAL 4
 AD2458  PID         -  AD2458
 AD2458  STATE/COUNTY-  FL/BROWARD
 AD2458  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2458
 AD2458                         *CURRENT SURVEY CONTROL
 AD2458  ___________________________________________________________________
 AD2458* NAD 83(1986)-  26 06 49.     (N)    080 06 25.     (W)     SCALED    
 AD2458* NAVD 88     -         0.908  (meters)       2.98   (feet)  ADJUSTED  
 AD2458  ___________________________________________________________________
 AD2458  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AD2458  DYNAMIC HT  -           0.907 (meters)       2.98  (feet)  COMP
 AD2458  MODELED GRAV-     979,056.4   (mgal)                       NAVD 88
 AD2458
 AD2458  VERT ORDER  -  SECOND    CLASS 0
 AD2458
 AD2458.The horizontal coordinates were scaled from a topographic map and have
 AD2458.an estimated accuracy of +/- 6 seconds.
 AD2458
 AD2458.The orthometric height was determined by differential leveling
 AD2458.and adjusted by the National Geodetic Survey in June 1991..
 AD2458.WARNING-Repeat measurements at this control monument indicate possible
 AD2458.vertical movement.
 AD2458
 AD2458.This Tidal Bench Mark is designated as VM 5696
 AD2458.by the Center for Operational Oceanographic Products and Services.
 AD2458
 AD2458.The geoid height was determined by GEOID03.
 AD2458
 AD2458.The dynamic height is computed by dividing the NAVD 88
 AD2458.geopotential number by the normal gravity value computed on the
 AD2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2458.degrees latitude (g = 980.6199 gals.).
 AD2458
 AD2458.The modeled gravity was interpolated from observed gravity values.
 AD2458
 AD2458;                    North         East    Units  Estimated Accuracy
 AD2458;SPC FL E     -   197,510.      289,320.      MT  (+/- 180 meters Scaled)
 AD2458
 AD2458                          SUPERSEDED SURVEY CONTROL
 AD2458
 AD2458  NGVD 29 (09/01/92)    1.389  (m)            4.56   (f) ADJUSTED    2 0
 AD2458
 AD2458.Superseded values are not recommended for survey control.
 AD2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2458.See file dsdata.txt to determine how the superseded data were derived.
 AD2458
 AD2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ892885(NAD 83)
 AD2458_MARKER: DJ = TIDAL STATION DISK
 AD2458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2458_SP_SET: SEAWALL
 AD2458_STAMPING: NO 4 1967
 AD2458_MARK LOGO: CGS   
 AD2458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2458
 AD2458  HISTORY     - Date     Condition        Report By
 AD2458  HISTORY     - 1967     MONUMENTED       CGS
 AD2458  HISTORY     - 1970     GOOD             NGS
 AD2458  HISTORY     - 1973     GOOD             NGS
 AD2458  HISTORY     - 1981     GOOD             FLDNR
 AD2458  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19910609 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19970611 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19980217 GOOD             USPSQD
 AD2458
 AD2458                          STATION DESCRIPTION
 AD2458
 AD2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2458'2.7 MI NE FROM FORT LAUDERDALE.
 AD2458'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AD2458'JUNCTION OF U.S. HIGHWAY 1 AT FORT LAUDERDALE, AT THE BAHIA MAR
 AD2458'YACHT CLUB, SET ON THE TOP OF AN EAST-WEST SEAWALL, 0.1 MILE WEST
 AD2458'OF THE HIGHWAY A 1 A, 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF DOCK
 AD2458'G, 0.2 FOOT NORTH OF THE NORTH EDGE OF THE PARKING LOT AND ABOUT
 AD2458'LEVEL WITH THE HIGHWAY.
 AD2458
 AD2458                          STATION RECOVERY (1973)
 AD2458
 AD2458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2458'RECOVERED IN GOOD CONDITION.
 AD2458
 AD2458                          STATION RECOVERY (1981)
 AD2458
 AD2458'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2458'RECOVERED IN GOOD CONDITION.
 AD2458
 AD2458                          STATION RECOVERY (1990)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1990 (KR)
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1991)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1994)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1995)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1995)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1997)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1998)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2444 ***********************************************************************
 AD2444  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2444  DESIGNATION -  872 2951 TIDAL 2 1936
 AD2444  PID         -  AD2444
 AD2444  STATE/COUNTY-  FL/BROWARD
 AD2444  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2444
 AD2444                         *CURRENT SURVEY CONTROL
 AD2444  ___________________________________________________________________
 AD2444* NAD 83(1986)-  26 05 32.     (N)    080 07 26.     (W)     SCALED    
 AD2444* NAVD 88     -         1.125  (meters)       3.69   (feet)  ADJUSTED  
 AD2444  ___________________________________________________________________
 AD2444  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AD2444  DYNAMIC HT  -           1.123 (meters)       3.68  (feet)  COMP
 AD2444  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AD2444
 AD2444  VERT ORDER  -  SECOND    CLASS 0
 AD2444
 AD2444.The horizontal coordinates were scaled from a topographic map and have
 AD2444.an estimated accuracy of +/- 6 seconds.
 AD2444
 AD2444.The orthometric height was determined by differential leveling
 AD2444.and adjusted by the National Geodetic Survey in June 1991..
 AD2444
 AD2444.This Tidal Bench Mark is designated as VM 5700
 AD2444.by the Center for Operational Oceanographic Products and Services.
 AD2444
 AD2444.The geoid height was determined by GEOID03.
 AD2444
 AD2444.The dynamic height is computed by dividing the NAVD 88
 AD2444.geopotential number by the normal gravity value computed on the
 AD2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2444.degrees latitude (g = 980.6199 gals.).
 AD2444
 AD2444.The modeled gravity was interpolated from observed gravity values.
 AD2444
 AD2444;                    North         East    Units  Estimated Accuracy
 AD2444;SPC FL E     -   195,130.      287,640.      MT  (+/- 180 meters Scaled)
 AD2444
 AD2444                          SUPERSEDED SURVEY CONTROL
 AD2444
 AD2444  NGVD 29 (09/01/92)    1.613  (m)            5.29   (f) ADJUSTED    2 0
 AD2444
 AD2444.Superseded values are not recommended for survey control.
 AD2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2444.See file dsdata.txt to determine how the superseded data were derived.
 AD2444
 AD2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876861(NAD 83)
 AD2444_MARKER: DJ = TIDAL STATION DISK
 AD2444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2444_SP_SET: SEAWALL
 AD2444_STAMPING: TIDAL 2 RESET 1936
 AD2444_MARK LOGO: CGS   
 AD2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2444
 AD2444  HISTORY     - Date     Condition        Report By
 AD2444  HISTORY     - 1936     MONUMENTED       CGS
 AD2444  HISTORY     - 1965     GOOD             NGS
 AD2444  HISTORY     - 1973     GOOD             NGS
 AD2444  HISTORY     - 1981     GOOD             FLDNR
 AD2444  HISTORY     - 1986     GOOD             FLDNR
 AD2444  HISTORY     - 1990     GOOD             USPSQD
 AD2444  HISTORY     - 19910610 GOOD             USPSQD
 AD2444  HISTORY     - 19950703 GOOD             USPSQD
 AD2444  HISTORY     - 19950708 GOOD             USPSQD
 AD2444  HISTORY     - 19980110 POOR             USPSQD
 AD2444
 AD2444                          STATION DESCRIPTION
 AD2444
 AD2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2444'AT PORT EVERGLADES.
 AD2444'AT PORT EVERGLADES, IN SECTION 23, R 42 E, T 50 S, 160 YARDS
 AD2444'EAST OF THE EAST SIDE OF THE U.S. CUSTOMS HOUSE AT PORT EVERGLADES,
 AD2444'SET ON THE TOP OF A CONCRETE SEA WALL AT THE CORNER OF SLIP
 AD2444'NO. 1, ABOUT 73 FEET SOUTH OF THE EXTENDED CENTER LINE OF SW
 AD2444'24 STREET, 4.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF RAISED
 AD2444'PART OF SEAWALL, 42 FEET SOUTHWEST OF TIDAL 3 RESET, ABOUT LEVEL
 AD2444'WITH THE GROUND.  TIDAL STA 1-70.  PORT EVERGLADES, LAKE MABEL.
 AD2444
 AD2444                          STATION RECOVERY (1973)
 AD2444
 AD2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1981)
 AD2444
 AD2444'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2444'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2444'101, PAGE 2, MAR 1972, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2444'EXCEPT 242 FEET SOUTHWEST OF TIDAL 3 RESET 1936.
 AD2444
 AD2444                          STATION RECOVERY (1986)
 AD2444
 AD2444'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1990)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1991)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1995)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1995)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1998)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2444'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2445 ***********************************************************************
 AD2445  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2445  DESIGNATION -  872 2951 TIDAL 3
 AD2445  PID         -  AD2445
 AD2445  STATE/COUNTY-  FL/BROWARD
 AD2445  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2445
 AD2445                         *CURRENT SURVEY CONTROL
 AD2445  ___________________________________________________________________
 AD2445* NAD 83(1999)-  26 05 37.87860(N)    080 07 25.44721(W)     ADJUSTED  
 AD2445* NAVD 88     -         1.647  (meters)       5.40   (feet)  ADJUSTED  
 AD2445  ___________________________________________________________________
 AD2445  X           -     983,112.894 (meters)                     COMP
 AD2445  Y           -  -5,646,793.393 (meters)                     COMP
 AD2445  Z           -   2,788,393.379 (meters)                     COMP
 AD2445  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AD2445  ELLIP HEIGHT-         -24.04  (meters)          (12/09/02) GPS OBS
 AD2445  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AD2445  DYNAMIC HT  -           1.644 (meters)       5.39  (feet)  COMP
 AD2445  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AD2445
 AD2445  HORZ ORDER  -  A
 AD2445  VERT ORDER  -  FIRST     CLASS II
 AD2445  ELLP ORDER  -  FOURTH    CLASS I
 AD2445
 AD2445.The horizontal coordinates were established by GPS observations
 AD2445.and adjusted by the National Geodetic Survey in December 2002..
 AD2445
 AD2445.The orthometric height was determined by differential leveling
 AD2445.and adjusted by the National Geodetic Survey in May 2002..
 AD2445.No vertical observational check was made to the station.
 AD2445.WARNING-Repeat measurements at this control monument indicate possible
 AD2445.vertical movement.
 AD2445
 AD2445.This Tidal Bench Mark is designated as VM 5701
 AD2445.by the Center for Operational Oceanographic Products and Services.
 AD2445
 AD2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD2445
 AD2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD2445
 AD2445.The ellipsoidal height was determined by GPS observations
 AD2445.and is referenced to NAD 83.
 AD2445
 AD2445.The geoid height was determined by GEOID03.
 AD2445
 AD2445.The dynamic height is computed by dividing the NAVD 88
 AD2445.geopotential number by the normal gravity value computed on the
 AD2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2445.degrees latitude (g = 980.6199 gals.).
 AD2445
 AD2445.The modeled gravity was interpolated from observed gravity values.
 AD2445
 AD2445;                    North         East     Units Scale Factor Converg.
 AD2445;SPC FL E     -   195,307.169   287,656.740   MT  1.00003601   +0 23 07.6
 AD2445;SPC FL E     -   640,770.27    943,753.82   sFT  1.00003601   +0 23 07.6
 AD2445;UTM  17      - 2,886,372.513   587,626.832   MT  0.99969480   +0 23 07.6
 AD2445
 AD2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD2445!SPC FL E     -   1.00000378  x   1.00003601  =   1.00003979
 AD2445!UTM  17      -   1.00000378  x   0.99969480  =   0.99969858
 AD2445
 AD2445|---------------------------------------------------------------------|
 AD2445| PID    Reference Object                     Distance      Geod. Az  |
 AD2445|                                                           dddmmss.s |
 AD2445| AD2443 872 2951 TIDAL 4                      2.715 METERS 08431     |
 AD2445| AD2480 F 239                               201.934 METERS 23035     |
 AD2445|---------------------------------------------------------------------|
 AD2445
 AD2445                          SUPERSEDED SURVEY CONTROL
 AD2445
 AD2445  NAVD 88 (06/15/91)    1.630  (m)            5.35   (f) UNKNOWN     2 0
 AD2445  NGVD 29 (09/01/92)    2.116  (m)            6.94   (f) ADJUSTED    2 0
 AD2445
 AD2445.Superseded values are not recommended for survey control.
 AD2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2445.See file dsdata.txt to determine how the superseded data were derived.
 AD2445
 AD2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8762786373(NAD 83)
 AD2445_MARKER: DJ = TIDAL STATION DISK
 AD2445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2445_SP_SET: RETAINING WALL
 AD2445_STAMPING: TIDAL 3 RESET 1936
 AD2445_MARK LOGO: CGS   
 AD2445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2445+STABILITY: SURFACE MOTION
 AD2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2445+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 AD2445
 AD2445  HISTORY     - Date     Condition        Report By
 AD2445  HISTORY     - 1936     MONUMENTED       CGS
 AD2445  HISTORY     - 1965     GOOD             NGS
 AD2445  HISTORY     - 1973     GOOD             NGS
 AD2445  HISTORY     - 1981     GOOD             FLDNR
 AD2445  HISTORY     - 1986     GOOD             FLDNR
 AD2445  HISTORY     - 1990     GOOD             USPSQD
 AD2445  HISTORY     - 19910610 GOOD             USPSQD
 AD2445  HISTORY     - 19940319 GOOD             USPSQD
 AD2445  HISTORY     - 19950703 GOOD             USPSQD
 AD2445  HISTORY     - 19950708 GOOD             USPSQD
 AD2445  HISTORY     - 19960215 GOOD             USPSQD
 AD2445  HISTORY     - 19980110 GOOD             USPSQD
 AD2445  HISTORY     - 20011018 GOOD             LDBLS
 AD2445  HISTORY     - 20020302 GOOD             MAPTEC
 AD2445  HISTORY     - 20020314 GOOD             NGS
 AD2445  HISTORY     - 20020521 GOOD             MAPTEC
 AD2445
 AD2445                          STATION DESCRIPTION
 AD2445
 AD2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2445'AT FORT EVERGLADES.
 AD2445'AT PORT EVERGLADES, ABOUT 0.1 MILE NORTHEAST OF THE U.S. CUSTOM
 AD2445'HOUSE AT PORT EVERGLADES, NEAR BUILDING NO. 21, IN SECTION 23,
 AD2445'R 42 E, T 50 S, 277 FEET EAST OF THE CENTER LINE OF SLIPHEAD
 AD2445'ROAD, 127 FEET NORTHEAST OF THE NORTHWEST CORNER OF SLIP NO. 1,
 AD2445'12 FEET NORTHWEST OF THE NORTHWEST CORNER OF WAREHOUSE BUILDING
 AD2445'NO. 21, 9.0 FEET WEST OF TIDAL 4 1934, AND ABOUT LEVEL WITH THE
 AD2445'GROUND.  TIDAL STA 1-70.  PORT EVERGLADES, LAKE MABEL.
 AD2445
 AD2445                          STATION RECOVERY (1973)
 AD2445
 AD2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1981)
 AD2445
 AD2445'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2445'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2445'101, PAGE 2, MAR 1972, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2445'EXCEPT THE WAREHOUSE IS GONE, THE MARK BEARS 277 FEET EAST OF THE
 AD2445'CENTERLINE OF EISENHOWER ROAD, 9.5 FEET NORTHEAST OF THE NORTHWEST
 AD2445'CORNER OF A BATHHOUSE, 17 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 AD2445'SHED, AND IS SET IN THE TOP OF A RETAINING WALL ON THE NORTH SIDE OF
 AD2445'BOAT SLIP NO. 8.
 AD2445
 AD2445                          STATION RECOVERY (1986)
 AD2445
 AD2445'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1990)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1991)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1994)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1995)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1995)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1996)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1998)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (2001)
 AD2445
 AD2445'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD2445'THE MARK IS IN FORT LAUDERDALE IN PORT EVERGLADES IN SECTION 14,
 AD2445'TOWNSHIP 50
 AD2445'SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD2445' 
 AD2445'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD2445'U.S.
 AD2445'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD2445'75 8.1
 AD2445'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD2445'RIGHT ONTO
 AD2445'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD2445'16.3 KM
 AD2445'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD2445'84 7.5 KM
 AD2445'(4.66 MI) TO THE ENTRANCE INTO PORT EVERGLADES, CONTINUE ON STATE ROAD
 AD2445'84 0.90
 AD2445'KM (0.56 MI) TO THE JUNCTION WITH EISENHOWER BOULEVARD, GO NORTH ON
 AD2445'EISENHOWER
 AD2445'BOULEVARD 0.1 KM (0.07 MI) TO THE JUNCTION WITH A DRIVE LEADING EAST
 AD2445'THROUGH
 AD2445'GATE NUMBER 6-B, GO EAST THROUGH GATE NUMBER 6-B AND THE MARK ON THE
 AD2445'RIGHT.
 AD2445' 
 AD2445'THE MARK IS 55.69 M (182.7 FT) EAST OF THE CENTERLINE OF THE
 AD2445'NORTHBOUND LANES
 AD2445'OF EISENHOWER BOULEVARD, 38.80 M (127.3 FT) NORTHEAST OF THE NORTHWEST
 AD2445'CORNER
 AD2445'OF A SHIP DOCKING SLIP, 24.38 M (80.0 FT) SOUTH OF THE SOUTHEAST
 AD2445'CORNER OF A
 AD2445'WOOD FRAME SECURITY BUILDING, 3.14 M (10.3 FT) NORTHWEST OF THE
 AD2445'NORTHEAST
 AD2445'CORNER OF A CONCRETE BLOCK RESTROOM BUILDING, 2.71 M (8.9 FT) WEST OF
 AD2445'TIDAL
 AD2445'BENCH MARK 872 2951 TIDAL 4 (PID AD2443), 0.30 M (1.0 FT) EAST OF A 45
 AD2445'DEGREE
 AD2445'BEND IN RETAINING WALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF A
 AD2445'RETAINING
 AD2445'WALL SUPPORTING RAILROAD LOADING DOCK, ABOUT 0.91 M (3.0 FT) ABOVE THE
 AD2445'LEVEL
 AD2445'OF THE GROUND, ABOUT 0.76 M (2.5 FT) ABOVE THE LEVEL OF THE RAILROAD
 AD2445'AND ABOUT
 AD2445'0.40 M (1.3 FT) ABOVE THE LEVEL OF EISENHOWER BOULEVARD.
 AD2445' 
 AD2445' 
 AD2445'
 AD2445
 AD2445                          STATION RECOVERY (2002)
 AD2445
 AD2445'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD2445'TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND 84 GO EAST
 AD2445'ALONG HWY 84 FOR 2.0
 AD2445'MILES TO HWY 1.  CONTINUE ACROSS HWY 1 ON SPANGLER BLVD TO LIGHT.
 AD2445'TURN LEFT ON
 AD2445'EISENHOWER BLVD AND GO NORTH .10 MILES CROSS FIRST RAILROAD SPUR AND
 AD2445'TURN RIGHT AT
 AD2445'GATE 6-B.  MARK IS 82 FEET SOUTH OF GATE SET IN RETAINING WALL.  THE
 AD2445'STREET ADDRESS IS 2370
 AD2445'EISENHOWER BLVD.  THE STATION IS 277 FEET EAST OF THE CENTERLINE OF
 AD2445'EISENHOWER BLVD, 9.5
 AD2445'FEET NORTHEAST OF THE NORTHWEST CORNER OF A BATHHOUSE.  85 FEET
 AD2445'SOUTHEAST OF THE
 AD2445'SOUTHEAST CORNER OF A GUARD SHACK AT GATE 6-B AND SET IN THE TOP OF A
 AD2445'RETAINING WALL ON
 AD2445'THE NORTH SIDE OF BOAT SLIP NO 8.
 AD2445' 
 AD2445' 
 AD2445' 
 AD2445'
 AD2445
 AD2445                          STATION RECOVERY (2002)
 AD2445
 AD2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AD2445'SEE NEW DESCRIPTION
 AD2445
 AD2445                          STATION RECOVERY (2002)
 AD2445
 AD2445'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD2445'RECOVERED AS DESCRIBED.
 AD2445' 
 AD2445' 
 AD2445'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2443 ***********************************************************************
 AD2443  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2443  DESIGNATION -  872 2951 TIDAL 4
 AD2443  PID         -  AD2443
 AD2443  STATE/COUNTY-  FL/BROWARD
 AD2443  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2443
 AD2443                         *CURRENT SURVEY CONTROL
 AD2443  ___________________________________________________________________
 AD2443* NAD 83(1999)-  26 05 37.88702(N)    080 07 25.34997(W)     ADJUSTED  
 AD2443* NAVD 88     -         1.207  (meters)       3.96   (feet)  ADJUSTED  
 AD2443  ___________________________________________________________________
 AD2443  X           -     983,115.467 (meters)                     COMP
 AD2443  Y           -  -5,646,792.419 (meters)                     COMP
 AD2443  Z           -   2,788,393.414 (meters)                     COMP
 AD2443  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AD2443  ELLIP HEIGHT-         -24.49  (meters)          (12/12/02) GPS OBS
 AD2443  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AD2443  DYNAMIC HT  -           1.205 (meters)       3.95  (feet)  COMP
 AD2443  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AD2443
 AD2443  HORZ ORDER  -  FIRST
 AD2443  VERT ORDER  -  FIRST     CLASS II
 AD2443  ELLP ORDER  -  FOURTH    CLASS I
 AD2443
 AD2443.The horizontal coordinates were established by GPS observations
 AD2443.and adjusted by the National Geodetic Survey in December 2002..
 AD2443
 AD2443.The orthometric height was determined by differential leveling
 AD2443.and adjusted by the National Geodetic Survey in May 2002..
 AD2443.No vertical observational check was made to the station.
 AD2443.WARNING-Repeat measurements at this control monument indicate possible
 AD2443.vertical movement.
 AD2443
 AD2443.This Tidal Bench Mark is designated as VM 5699
 AD2443.by the Center for Operational Oceanographic Products and Services.
 AD2443
 AD2443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD2443
 AD2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD2443
 AD2443.The ellipsoidal height was determined by GPS observations
 AD2443.and is referenced to NAD 83.
 AD2443
 AD2443.The geoid height was determined by GEOID03.
 AD2443
 AD2443.The dynamic height is computed by dividing the NAVD 88
 AD2443.geopotential number by the normal gravity value computed on the
 AD2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2443.degrees latitude (g = 980.6199 gals.).
 AD2443
 AD2443.The modeled gravity was interpolated from observed gravity values.
 AD2443
 AD2443;                    North         East     Units Scale Factor Converg.
 AD2443;SPC FL E     -   195,307.447   287,659.440   MT  1.00003602   +0 23 07.6
 AD2443;SPC FL E     -   640,771.18    943,762.68   sFT  1.00003602   +0 23 07.6
 AD2443;UTM  17      - 2,886,372.790   587,629.531   MT  0.99969481   +0 23 07.6
 AD2443
 AD2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD2443!SPC FL E     -   1.00000385  x   1.00003602  =   1.00003987
 AD2443!UTM  17      -   1.00000385  x   0.99969481  =   0.99969866
 AD2443
 AD2443|---------------------------------------------------------------------|
 AD2443| PID    Reference Object                     Distance      Geod. Az  |
 AD2443|                                                           dddmmss.s |
 AD2443| AD2445 872 2951 TIDAL 3                      2.715 METERS 26431     |
 AD2443|---------------------------------------------------------------------|
 AD2443
 AD2443                          SUPERSEDED SURVEY CONTROL
 AD2443
 AD2443  NAVD 88 (06/15/91)    1.194  (m)            3.92   (f) UNKNOWN     2 0
 AD2443  NGVD 29 (09/01/92)    1.685  (m)            5.53   (f) ADJUSTED    2 0
 AD2443
 AD2443.Superseded values are not recommended for survey control.
 AD2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2443.See file dsdata.txt to determine how the superseded data were derived.
 AD2443
 AD2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8763086373(NAD 83)
 AD2443_MARKER: DJ = TIDAL STATION DISK
 AD2443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2443_SP_SET: RETAINING WALL
 AD2443_STAMPING: NO 4 1934
 AD2443_MARK LOGO: CGS   
 AD2443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2443+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 AD2443
 AD2443  HISTORY     - Date     Condition        Report By
 AD2443  HISTORY     - 1934     MONUMENTED       CGS
 AD2443  HISTORY     - 1965     GOOD             NGS
 AD2443  HISTORY     - 1973     GOOD             NGS
 AD2443  HISTORY     - 1981     GOOD             FLDNR
 AD2443  HISTORY     - 1990     GOOD             USPSQD
 AD2443  HISTORY     - 19910610 GOOD             USPSQD
 AD2443  HISTORY     - 19940319 GOOD             USPSQD
 AD2443  HISTORY     - 19950703 GOOD             USPSQD
 AD2443  HISTORY     - 19950708 GOOD             USPSQD
 AD2443  HISTORY     - 19960215 GOOD             USPSQD
 AD2443  HISTORY     - 19980110 GOOD             USPSQD
 AD2443  HISTORY     - 20011018 GOOD             LDBLS
 AD2443  HISTORY     - 20020512 GOOD             MAPTEC
 AD2443
 AD2443                          STATION DESCRIPTION
 AD2443
 AD2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2443'AT PORT EVERGLADES.
 AD2443'AT PORT EVERGLADES, ABOUT 0.1 MILE NORTHEAST OF THE U.S. CUSTOMS
 AD2443'HOUSE, IN SECTION 23, R 42 E, T 50 S, SET VERTICALLY IN THE
 AD2443'NORTH CONCRETE FACE OF RETAINING WALL WHICH SUPPORTS A RAILROAD
 AD2443'PLATFORM ALONG THE NORTH SIDE OF WAREHOUSE NO. 21, 286 FEET
 AD2443'EAST OF THE CENTER LINE OF SLIPHEAD ROAD, 9.2 FEET NORTH OF THE
 AD2443'NORTHWEST CORNER OF WAREHOUSE NO. 21, 1.4 FEET BELOW THE TOP OF
 AD2443'A RETAINING WALL, 9 FEET EAST OF TIDAL 3 RESET 1936, AND 2 FEET
 AD2443'ABOVE THE LEVEL OF THE GROUND.  FLORIDA - 1 - 70, PORT EVERGLADES,
 AD2443'LAKE MABEL.
 AD2443
 AD2443                          STATION RECOVERY (1973)
 AD2443
 AD2443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1981)
 AD2443
 AD2443'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2443'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2443'101, PAGE 2, MAR 1972, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2443'EXCEPT THE WAREHOUSE IS GONE.  THE MARK IS SET IN THE RETAINING WALL
 AD2443'ON THE NORTH SIDE OF BOAT SLIP NO. 8, 286 FEET EAST OF THE CENTERLINE
 AD2443'OF EISENHOWER ROAD, 9.9 FEET EAST OF THE WEST END OF THE RETAINING
 AD2443'WALL,9 FEET NORTH OF A SHED, 1.3 FEET BELOW THE TOP OF THE RETAINING
 AD2443'WALL.
 AD2443'THE MARK IS 1.7 FT ABOVE GROUND.
 AD2443
 AD2443                          STATION RECOVERY (1990)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1991)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1994)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1995)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1995)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1996)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1998)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (2001)
 AD2443
 AD2443'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD2443'THE MARK IS IN FORT LAUDERDALE IN PORT EVERGLADES IN SECTION 14,
 AD2443'TOWNSHIP 50
 AD2443'SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD2443' 
 AD2443'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD2443'U.S.
 AD2443'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD2443'75 8.1
 AD2443'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD2443'RIGHT ONTO
 AD2443'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD2443'16.3 KM
 AD2443'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD2443'84 7.5 KM
 AD2443'(4.66 MI) TO THE ENTRANCE INTO PORT EVERGLADES, CONTINUE ON STATE ROAD
 AD2443'84 0.90
 AD2443'KM (0.56 MI) TO THE JUNCTION WITH EISENHOWER BOULEVARD, GO NORTH ON
 AD2443'EISENHOWER
 AD2443'BOULEVARD 0.1 KM (0.07 MI) TO THE JUNCTION WITH A DRIVE LEADING EAST
 AD2443'THROUGH
 AD2443'GATE NUMBER 6-B, GO EAST THROUGH GATE NUMBER 6-B AND THE MARK ON THE
 AD2443'RIGHT.
 AD2443' 
 AD2443'THE MARK IS 58.40 M (191.6 FT) EAST OF THE CENTERLINE OF THE
 AD2443'NORTHBOUND LANES
 AD2443'OF EISENHOWER BOULEVARD, 36.85 M (120.9 FT) NORTH OF THE NORTH OF THE
 AD2443'NORTH
 AD2443'EDGE OF A SHIP DOCKING SLIP, 25.09 M (82.3 FT) SOUTHEAST OF THE
 AD2443'SOUTHEAST
 AD2443'CORNER OF A WOOD FRAME SECURITY BUILDING, 3.02 M (9.9 FT) EAST OF A 45
 AD2443'DEGREE
 AD2443'BEND IN RETAINING WALL. 2.99 M (9.8 FT) NORTHEAST OF THE NORTHEAST
 AD2443'CORNER OF A
 AD2443'CONCRETE BLOCK RESTROOM BUILDING, 2.71 M (8.9 FT) EAST OF TIDAL BENCH
 AD2443'MARK 872
 AD2443'2951 TIDAL 3 1936 (PID AD2445), THE MARK IS A DISK SET VERTICALLY AND
 AD2443'FLUSH IN
 AD2443'THE FACE OF A RETAINING WALL SUPPORTING RAILROAD LOADING DOCK, ABOUT
 AD2443'0.52 M
 AD2443'(1.7 FT) ABOVE THE LEVEL OF THE GROUND, ABOUT 0.36 M (1.2 FT) ABOVE
 AD2443'THE LEVEL
 AD2443'OF THE RAILROAD AND ABOUT THE SAME LEVEL AS EISENHOWER BOULEVARD.
 AD2443' 
 AD2443' 
 AD2443' 
 AD2443'
 AD2443
 AD2443                          STATION RECOVERY (2002)
 AD2443
 AD2443'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD2443'THE MARK IS IN FORT LAUDERDALE IN PORT EVERGLADES IN SECTION 14,
 AD2443'TOWNSHIP 50
 AD2443'SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD2443' 
 AD2443'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD2443'U.S.
 AD2443'HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE HIGHWAY
 AD2443'75 8.1
 AD2443'KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595 EAST, EXIT
 AD2443'RIGHT ONTO
 AD2443'INTERSTATE HIGHWAY 595 EAST, AND GO EAST ALONG INTERSTATE HIGHWAY 595
 AD2443'16.3 KM
 AD2443'(10.13 MI) TO THE JUNCTION WITH STATE ROAD 84, GO EAST ON STATE ROAD
 AD2443'84 7.5 KM
 AD2443'(4.66 MI) TO THE ENTRANCE INTO PORT EVERGLADES, CONTINUE ON STATE ROAD
 AD2443'84 0.90
 AD2443'KM (0.56 MI) TO THE JUNCTION WITH EISENHOWER BOULEVARD, GO NORTH ON
 AD2443'EISENHOWER
 AD2443'BOULEVARD 0.1 KM (0.07 MI) TO THE JUNCTION WITH A DRIVE LEADING EAST
 AD2443'THROUGH
 AD2443'GATE NUMBER 6-B, GO EAST THROUGH GATE NUMBER 6-B AND THE MARK ON THE
 AD2443'RIGHT.
 AD2443' 
 AD2443'THE MARK IS 58.40 M (191.6 FT) EAST OF THE CENTERLINE OF THE
 AD2443'NORTHBOUND LANES
 AD2443'OF EISENHOWER BOULEVARD, 36.85 M (120.9 FT) NORTH OF THE NORTH OF THE
 AD2443'NORTH
 AD2443'EDGE OF A SHIP DOCKING SLIP, 25.09 M (82.3 FT) SOUTHEAST OF THE
 AD2443'SOUTHEAST
 AD2443'CORNER OF A WOOD FRAME SECURITY BUILDING, 3.02 M (9.9 FT) EAST OF A 45
 AD2443'DEGREE
 AD2443'BEND IN RETAINING WALL. 2.99 M (9.8 FT) NORTHEAST OF THE NORTHEAST
 AD2443'CORNER OF A
 AD2443'CONCRETE BLOCK RESTROOM BUILDING, 2.71 M (8.9 FT) EAST OF TIDAL BENCH
 AD2443'MARK 872
 AD2443'2951 TIDAL 3 1936 (PID AD2445), THE MARK IS A DISK SET VERTICALLY AND
 AD2443'FLUSH IN
 AD2443'THE FACE OF A RETAINING WALL SUPPORTING RAILROAD LOADING DOCK, ABOUT
 AD2443'0.52 M
 AD2443'(1.7 FT) ABOVE THE LEVEL OF THE GROUND, ABOUT 0.36 M (1.2 FT) ABOVE
 AD2443'THE LEVEL
 AD2443'OF THE RAILROAD AND ABOUT THE SAME LEVEL AS EISENHOWER BOULEVARD.
 AD2443' 
 AD2443' 
 AD2443'STATION RECOVERY (2002)
 AD2443'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AD2443'RECOVERED AS DESCRIBED.
 AD2443' 
 AD2443' 
 AD2443'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5875 ***********************************************************************
 AD5875  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5875  DESIGNATION -  872 2956 TIDAL 1
 AD5875  PID         -  AD5875
 AD5875  STATE/COUNTY-  FL/BROWARD
 AD5875  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5875
 AD5875                         *CURRENT SURVEY CONTROL
 AD5875  ___________________________________________________________________
 AD5875* NAD 83(1986)-  26 04 55.     (N)    080 06 59.     (W)     SCALED    
 AD5875* NAVD 88     -         1.886  (meters)       6.19   (feet)  ADJUSTED  
 AD5875  ___________________________________________________________________
 AD5875  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AD5875  DYNAMIC HT  -           1.883 (meters)       6.18  (feet)  COMP
 AD5875  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AD5875
 AD5875  VERT ORDER  -  SECOND    CLASS I
 AD5875
 AD5875.The horizontal coordinates were scaled from a topographic map and have
 AD5875.an estimated accuracy of +/- 6 seconds.
 AD5875
 AD5875.The orthometric height was determined by differential leveling
 AD5875.and adjusted by the National Geodetic Survey in June 1991..
 AD5875
 AD5875.This Tidal Bench Mark is designated as VM 5703
 AD5875.by the Center for Operational Oceanographic Products and Services.
 AD5875
 AD5875.The geoid height was determined by GEOID03.
 AD5875
 AD5875.The dynamic height is computed by dividing the NAVD 88
 AD5875.geopotential number by the normal gravity value computed on the
 AD5875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5875.degrees latitude (g = 980.6199 gals.).
 AD5875
 AD5875.The modeled gravity was interpolated from observed gravity values.
 AD5875
 AD5875;                    North         East    Units  Estimated Accuracy
 AD5875;SPC FL E     -   193,990.      288,400.      MT  (+/- 180 meters Scaled)
 AD5875
 AD5875                          SUPERSEDED SURVEY CONTROL
 AD5875
 AD5875  NGVD 29 (09/01/92)    2.372  (m)            7.78   (f) ADJUSTED    2 1
 AD5875
 AD5875.Superseded values are not recommended for survey control.
 AD5875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5875.See file dsdata.txt to determine how the superseded data were derived.
 AD5875
 AD5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ883850(NAD 83)
 AD5875_MARKER: DJ = TIDAL STATION DISK
 AD5875_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5875_SP_SET: CONCRETE PIER
 AD5875_STAMPING: NO 1 1973
 AD5875_MARK LOGO: NOS   
 AD5875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5875
 AD5875  HISTORY     - Date     Condition        Report By
 AD5875  HISTORY     - 1973     MONUMENTED       NOS
 AD5875  HISTORY     - 1981     GOOD             FLDNR
 AD5875  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19940321 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19950211 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AD5875
 AD5875                          STATION DESCRIPTION
 AD5875
 AD5875'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5875'IN PORT EVERGLADES.
 AD5875'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5875'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5875'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5875'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5875'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5875'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5875'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5875'SOUTH EDGE OF THE NORTHERNMOST EAST/WEST FINGER PIER AT TRACOR MARINE
 AD5875'SHIPYARD, 135 FEET WEST OF THE EAST END OF THE PIER, AND RECOVERED AS
 AD5875'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5875
 AD5875                          STATION RECOVERY (1990)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1991)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1994)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1995)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1995)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1998)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5874 ***********************************************************************
 AD5874  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5874  DESIGNATION -  872 2956 TIDAL 2
 AD5874  PID         -  AD5874
 AD5874  STATE/COUNTY-  FL/BROWARD
 AD5874  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5874
 AD5874                         *CURRENT SURVEY CONTROL
 AD5874  ___________________________________________________________________
 AD5874* NAD 83(1986)-  26 04 55.     (N)    080 06 59.     (W)     SCALED    
 AD5874* NAVD 88     -         1.897  (meters)       6.22   (feet)  ADJUSTED  
 AD5874  ___________________________________________________________________
 AD5874  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AD5874  DYNAMIC HT  -           1.893 (meters)       6.21  (feet)  COMP
 AD5874  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AD5874
 AD5874  VERT ORDER  -  SECOND    CLASS I
 AD5874
 AD5874.The horizontal coordinates were scaled from a topographic map and have
 AD5874.an estimated accuracy of +/- 6 seconds.
 AD5874
 AD5874.The orthometric height was determined by differential leveling
 AD5874.and adjusted by the National Geodetic Survey in June 1991..
 AD5874
 AD5874.This Tidal Bench Mark is designated as VM 5704
 AD5874.by the Center for Operational Oceanographic Products and Services.
 AD5874
 AD5874.The geoid height was determined by GEOID03.
 AD5874
 AD5874.The dynamic height is computed by dividing the NAVD 88
 AD5874.geopotential number by the normal gravity value computed on the
 AD5874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5874.degrees latitude (g = 980.6199 gals.).
 AD5874
 AD5874.The modeled gravity was interpolated from observed gravity values.
 AD5874
 AD5874;                    North         East    Units  Estimated Accuracy
 AD5874;SPC FL E     -   193,990.      288,400.      MT  (+/- 180 meters Scaled)
 AD5874
 AD5874                          SUPERSEDED SURVEY CONTROL
 AD5874
 AD5874  NGVD 29 (09/01/92)    2.382  (m)            7.81   (f) ADJUSTED    2 1
 AD5874
 AD5874.Superseded values are not recommended for survey control.
 AD5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5874.See file dsdata.txt to determine how the superseded data were derived.
 AD5874
 AD5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ883850(NAD 83)
 AD5874_MARKER: DJ = TIDAL STATION DISK
 AD5874_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5874_SP_SET: CONCRETE PIER
 AD5874_STAMPING: NO 2 1973
 AD5874_MARK LOGO: NOS   
 AD5874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5874
 AD5874  HISTORY     - Date     Condition        Report By
 AD5874  HISTORY     - 1973     MONUMENTED       NOS
 AD5874  HISTORY     - 1981     GOOD             FLDNR
 AD5874  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19940321 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19950211 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AD5874
 AD5874                          STATION DESCRIPTION
 AD5874
 AD5874'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5874'IN PORT EVERGLADES.
 AD5874'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5874'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5874'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5874'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5874'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5874'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5874'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5874'SOUTH EDGE OF THE NORTHERNMOST EAST/WEST FINGER PIER AT TRACOR MARINE
 AD5874'SHIPYARD, 281 FEET WEST OF THE EAST END OF THE PIER, 89.5 FEET EAST OF
 AD5874'THE SOUTHWEST CORNER OF THE PIER, 1.0 FOOT NORTH OF THE SOUTH EDGE,
 AD5874'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5874
 AD5874                          STATION RECOVERY (1990)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1991)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1994)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1995)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1995)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1998)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5873 ***********************************************************************
 AD5873  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5873  DESIGNATION -  872 2956 TIDAL 3
 AD5873  PID         -  AD5873
 AD5873  STATE/COUNTY-  FL/BROWARD
 AD5873  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5873
 AD5873                         *CURRENT SURVEY CONTROL
 AD5873  ___________________________________________________________________
 AD5873* NAD 83(1986)-  26 04 55.     (N)    080 06 59.     (W)     SCALED    
 AD5873* NAVD 88     -         1.864  (meters)       6.12   (feet)  ADJUSTED  
 AD5873  ___________________________________________________________________
 AD5873  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AD5873  DYNAMIC HT  -           1.861 (meters)       6.11  (feet)  COMP
 AD5873  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AD5873
 AD5873  VERT ORDER  -  SECOND    CLASS I
 AD5873
 AD5873.The horizontal coordinates were scaled from a topographic map and have
 AD5873.an estimated accuracy of +/- 6 seconds.
 AD5873
 AD5873.The orthometric height was determined by differential leveling
 AD5873.and adjusted by the National Geodetic Survey in June 1991..
 AD5873
 AD5873.This Tidal Bench Mark is designated as VM 5705
 AD5873.by the Center for Operational Oceanographic Products and Services.
 AD5873
 AD5873.The geoid height was determined by GEOID03.
 AD5873
 AD5873.The dynamic height is computed by dividing the NAVD 88
 AD5873.geopotential number by the normal gravity value computed on the
 AD5873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5873.degrees latitude (g = 980.6199 gals.).
 AD5873
 AD5873.The modeled gravity was interpolated from observed gravity values.
 AD5873
 AD5873;                    North         East    Units  Estimated Accuracy
 AD5873;SPC FL E     -   193,990.      288,400.      MT  (+/- 180 meters Scaled)
 AD5873
 AD5873                          SUPERSEDED SURVEY CONTROL
 AD5873
 AD5873  NGVD 29 (09/01/92)    2.350  (m)            7.71   (f) ADJUSTED    2 1
 AD5873
 AD5873.Superseded values are not recommended for survey control.
 AD5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5873.See file dsdata.txt to determine how the superseded data were derived.
 AD5873
 AD5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ883850(NAD 83)
 AD5873_MARKER: DJ = TIDAL STATION DISK
 AD5873_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5873_SP_SET: CONCRETE SEAWALL
 AD5873_STAMPING: NO 3 1973
 AD5873_MARK LOGO: NOS   
 AD5873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5873
 AD5873  HISTORY     - Date     Condition        Report By
 AD5873  HISTORY     - 1973     MONUMENTED       NOS
 AD5873  HISTORY     - 1981     GOOD             FLDNR
 AD5873  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5873  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 AD5873  HISTORY     - 19940321 MARK NOT FOUND   USPSQD
 AD5873  HISTORY     - 19950211 GOOD             USPSQD
 AD5873  HISTORY     - 19950703 GOOD             USPSQD
 AD5873  HISTORY     - 19980110 GOOD             USPSQD
 AD5873
 AD5873                          STATION DESCRIPTION
 AD5873
 AD5873'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5873'IN PORT EVERGLADES.
 AD5873'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5873'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5873'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5873'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5873'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5873'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5873'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5873'NORTH/SOUTH SEAWALL AT THE SOUTHWEST CORNER OF THE NORTHERNMOST
 AD5873'EAST/WEST FINGER PIER AT TRACOR MARINE SHIPYARD, 14 FEET SOUTH OF THE
 AD5873'APPROXIMATE CENTERLINE OF THE PIER, AND RECOVERED IN NOS TIDAL DATA,
 AD5873'QUAD 260802.
 AD5873
 AD5873                          STATION RECOVERY (1990)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5873'MARK NOT FOUND.
 AD5873
 AD5873                          STATION RECOVERY (1991)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5873'MARK NOT FOUND.
 AD5873
 AD5873                          STATION RECOVERY (1994)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5873'MARK NOT FOUND.
 AD5873
 AD5873                          STATION RECOVERY (1995)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5873'RECOVERED IN GOOD CONDITION.
 AD5873
 AD5873                          STATION RECOVERY (1995)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5873'RECOVERED IN GOOD CONDITION.
 AD5873
 AD5873                          STATION RECOVERY (1998)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5872 ***********************************************************************
 AD5872  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5872  DESIGNATION -  872 2956 TIDAL 4
 AD5872  PID         -  AD5872
 AD5872  STATE/COUNTY-  FL/BROWARD
 AD5872  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5872
 AD5872                         *CURRENT SURVEY CONTROL
 AD5872  ___________________________________________________________________
 AD5872* NAD 83(1986)-  26 04 55.     (N)    080 06 59.     (W)     SCALED    
 AD5872* NAVD 88     -         1.868  (meters)       6.13   (feet)  ADJUSTED  
 AD5872  ___________________________________________________________________
 AD5872  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AD5872  DYNAMIC HT  -           1.865 (meters)       6.12  (feet)  COMP
 AD5872  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AD5872
 AD5872  VERT ORDER  -  SECOND    CLASS I
 AD5872
 AD5872.The horizontal coordinates were scaled from a topographic map and have
 AD5872.an estimated accuracy of +/- 6 seconds.
 AD5872
 AD5872.The orthometric height was determined by differential leveling
 AD5872.and adjusted by the National Geodetic Survey in June 1991..
 AD5872
 AD5872.This Tidal Bench Mark is designated as VM 5706
 AD5872.by the Center for Operational Oceanographic Products and Services.
 AD5872
 AD5872.The geoid height was determined by GEOID03.
 AD5872
 AD5872.The dynamic height is computed by dividing the NAVD 88
 AD5872.geopotential number by the normal gravity value computed on the
 AD5872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5872.degrees latitude (g = 980.6199 gals.).
 AD5872
 AD5872.The modeled gravity was interpolated from observed gravity values.
 AD5872
 AD5872;                    North         East    Units  Estimated Accuracy
 AD5872;SPC FL E     -   193,990.      288,400.      MT  (+/- 180 meters Scaled)
 AD5872
 AD5872                          SUPERSEDED SURVEY CONTROL
 AD5872
 AD5872  NGVD 29 (09/01/92)    2.353  (m)            7.72   (f) ADJUSTED    2 1
 AD5872
 AD5872.Superseded values are not recommended for survey control.
 AD5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5872.See file dsdata.txt to determine how the superseded data were derived.
 AD5872
 AD5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ883850(NAD 83)
 AD5872_MARKER: DJ = TIDAL STATION DISK
 AD5872_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5872_SP_SET: CONCRETE SEAWALL
 AD5872_STAMPING: NO 4 1973
 AD5872_MARK LOGO: NOS   
 AD5872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5872
 AD5872  HISTORY     - Date     Condition        Report By
 AD5872  HISTORY     - 1973     MONUMENTED       NOS
 AD5872  HISTORY     - 1981     GOOD             FLDNR
 AD5872  HISTORY     - 1990     GOOD             USPSQD
 AD5872  HISTORY     - 19910610 GOOD             USPSQD
 AD5872  HISTORY     - 19940321 GOOD             USPSQD
 AD5872  HISTORY     - 19950218 GOOD             USPSQD
 AD5872  HISTORY     - 19950710 GOOD             USPSQD
 AD5872  HISTORY     - 19980110 GOOD             USPSQD
 AD5872
 AD5872                          STATION DESCRIPTION
 AD5872
 AD5872'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5872'IN PORT EVERGLADES.
 AD5872'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5872'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5872'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5872'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5872'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5872'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5872'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5872'NORTH/SOUTH SEAWALL TO TRACOR MARINE SHIPYARD, 108.4 FEET SOUTH OF THE
 AD5872'SOUTHWEST CORNER OF THE NORTHERNMOST EAST/WEST FINGER PIER, 55
 AD5872'FEET NORTH OF THE CENTERLINE OF THE SOUTHERNMOST EAST/WEST FINGER
 AD5872'PIER, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5872
 AD5872                          STATION RECOVERY (1990)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1991)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1994)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1995)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1995)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1998)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5876 ***********************************************************************
 AD5876  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5876  DESIGNATION -  872 2956 TIDAL 5
 AD5876  PID         -  AD5876
 AD5876  STATE/COUNTY-  FL/BROWARD
 AD5876  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5876
 AD5876                         *CURRENT SURVEY CONTROL
 AD5876  ___________________________________________________________________
 AD5876* NAD 83(1986)-  26 04 55.     (N)    080 06 59.     (W)     SCALED    
 AD5876* NAVD 88     -         1.847  (meters)       6.06   (feet)  ADJUSTED  
 AD5876  ___________________________________________________________________
 AD5876  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AD5876  DYNAMIC HT  -           1.844 (meters)       6.05  (feet)  COMP
 AD5876  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AD5876
 AD5876  VERT ORDER  -  SECOND    CLASS I
 AD5876
 AD5876.The horizontal coordinates were scaled from a topographic map and have
 AD5876.an estimated accuracy of +/- 6 seconds.
 AD5876
 AD5876.The orthometric height was determined by differential leveling
 AD5876.and adjusted by the National Geodetic Survey in June 1991..
 AD5876
 AD5876.This Tidal Bench Mark is designated as VM 5707
 AD5876.by the Center for Operational Oceanographic Products and Services.
 AD5876
 AD5876.The geoid height was determined by GEOID03.
 AD5876
 AD5876.The dynamic height is computed by dividing the NAVD 88
 AD5876.geopotential number by the normal gravity value computed on the
 AD5876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5876.degrees latitude (g = 980.6199 gals.).
 AD5876
 AD5876.The modeled gravity was interpolated from observed gravity values.
 AD5876
 AD5876;                    North         East    Units  Estimated Accuracy
 AD5876;SPC FL E     -   193,990.      288,400.      MT  (+/- 180 meters Scaled)
 AD5876
 AD5876                          SUPERSEDED SURVEY CONTROL
 AD5876
 AD5876  NGVD 29 (09/01/92)    2.332  (m)            7.65   (f) ADJUSTED    2 1
 AD5876
 AD5876.Superseded values are not recommended for survey control.
 AD5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5876.See file dsdata.txt to determine how the superseded data were derived.
 AD5876
 AD5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ883850(NAD 83)
 AD5876_MARKER: DJ = TIDAL STATION DISK
 AD5876_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5876_SP_SET: CONCRETE SEAWALL
 AD5876_STAMPING: NO 5 1973
 AD5876_MARK LOGO: NOS   
 AD5876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5876
 AD5876  HISTORY     - Date     Condition        Report By
 AD5876  HISTORY     - 1973     MONUMENTED       NOS
 AD5876  HISTORY     - 1981     GOOD             FLDNR
 AD5876  HISTORY     - 1990     GOOD             USPSQD
 AD5876  HISTORY     - 19910610 GOOD             USPSQD
 AD5876  HISTORY     - 19940324 GOOD             USPSQD
 AD5876  HISTORY     - 19950211 GOOD             USPSQD
 AD5876  HISTORY     - 19950710 GOOD             USPSQD
 AD5876  HISTORY     - 19980110 GOOD             USPSQD
 AD5876
 AD5876                          STATION DESCRIPTION
 AD5876
 AD5876'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5876'IN PORT EVERGLADES.
 AD5876'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5876'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5876'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5876'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5876'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5876'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5876'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET IN THE
 AD5876'NORTH/SOUTH SEAWALL TO TRACOR MARINE SHIPYARD, 158 FEET NORTH OF THE
 AD5876'SOUTHERN EAST/WEST SEAWALL, 111.8 FEET SOUTH OF THE CENTERLINE OF THE
 AD5876'SOUTHERNMOST EAST/WEST FINGER PIER, AND RECOVERED AS DESCRIBED IN NOS
 AD5876'TIDAL DATA, QUAD 260802.
 AD5876
 AD5876                          STATION RECOVERY (1990)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1991)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1994)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1995)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1995)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1998)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5883 ***********************************************************************
 AD5883  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5883  DESIGNATION -  872 2957 TIDAL 1
 AD5883  PID         -  AD5883
 AD5883  STATE/COUNTY-  FL/BROWARD
 AD5883  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5883
 AD5883                         *CURRENT SURVEY CONTROL
 AD5883  ___________________________________________________________________
 AD5883* NAD 83(1986)-  26 04 49.     (N)    080 06 41.     (W)     SCALED    
 AD5883* NAVD 88     -         0.669  (meters)       2.19   (feet)  ADJUSTED  
 AD5883  ___________________________________________________________________
 AD5883  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD5883  DYNAMIC HT  -           0.668 (meters)       2.19  (feet)  COMP
 AD5883  MODELED GRAV-     979,053.5   (mgal)                       NAVD 88
 AD5883
 AD5883  VERT ORDER  -  SECOND    CLASS I
 AD5883
 AD5883.The horizontal coordinates were scaled from a topographic map and have
 AD5883.an estimated accuracy of +/- 6 seconds.
 AD5883
 AD5883.The orthometric height was determined by differential leveling
 AD5883.and adjusted by the National Geodetic Survey in June 1991..
 AD5883
 AD5883.This Tidal Bench Mark is designated as VM 5708
 AD5883.by the Center for Operational Oceanographic Products and Services.
 AD5883
 AD5883.The geoid height was determined by GEOID03.
 AD5883
 AD5883.The dynamic height is computed by dividing the NAVD 88
 AD5883.geopotential number by the normal gravity value computed on the
 AD5883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5883.degrees latitude (g = 980.6199 gals.).
 AD5883
 AD5883.The modeled gravity was interpolated from observed gravity values.
 AD5883
 AD5883;                    North         East    Units  Estimated Accuracy
 AD5883;SPC FL E     -   193,810.      288,900.      MT  (+/- 180 meters Scaled)
 AD5883
 AD5883                          SUPERSEDED SURVEY CONTROL
 AD5883
 AD5883  NGVD 29 (09/01/92)    1.153  (m)            3.78   (f) ADJUSTED    2 1
 AD5883
 AD5883.Superseded values are not recommended for survey control.
 AD5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5883.See file dsdata.txt to determine how the superseded data were derived.
 AD5883
 AD5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ888848(NAD 83)
 AD5883_MARKER: DJ = TIDAL STATION DISK
 AD5883_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5883_SP_SET: CONCRETE BULKHEAD
 AD5883_STAMPING: NO 1 1973
 AD5883_MARK LOGO: NOS   
 AD5883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5883
 AD5883  HISTORY     - Date     Condition        Report By
 AD5883  HISTORY     - 1973     MONUMENTED       NOS
 AD5883  HISTORY     - 1981     GOOD             FLDNR
 AD5883  HISTORY     - 1990     GOOD             USPSQD
 AD5883  HISTORY     - 1990     GOOD             USPSQD
 AD5883  HISTORY     - 1990     GOOD             USPSQD
 AD5883  HISTORY     - 1991     GOOD             USPSQD
 AD5883  HISTORY     - 19910618 GOOD             USPSQD
 AD5883  HISTORY     - 19940307 GOOD             USPSQD
 AD5883  HISTORY     - 19950311 GOOD             USPSQD
 AD5883  HISTORY     - 19950710 GOOD             USPSQD
 AD5883  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AD5883  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5883
 AD5883                          STATION DESCRIPTION
 AD5883
 AD5883'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5883'3.9 MI ENE FROM DANIA.
 AD5883'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AD5883'DANIA, GO 2.0 MILES EAST ON A1A TO ITS JUNCTION WITH A PAVED ROAD
 AD5883'LEADING NORTH TO JOHN U. LLOYD STATE RECREATION AREA, GO NORTH ON THE
 AD5883'PAVED ROAD FOR 1.9 MILES TO A BRIDGE OVER NORTH DANIA SOUND AND THE
 AD5883'MARK.  THE MARK IS SET IN THE BULKHEAD BELOW THE SOUTH END OF THE
 AD5883'BRIDGE ON THE WEST SIDE OF THE ROAD, 36.3 FEET SOUTH OF A 45 DEGREE
 AD5883'CORNER IN THE BULKHEAD, 1.9 FEET NORTH OF THE SOUTHWEST END OF THE
 AD5883'BULKHEAD, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5883'THE MARK IS 6 FT BELOW GROUND.
 AD5883
 AD5883                          STATION RECOVERY (1990)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1990)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1990)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1991)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1991)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1994)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1995)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1995)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1998)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5883'MARK NOT FOUND.
 AD5883
 AD5883                          STATION RECOVERY (2004)
 AD5883
 AD5883'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5883'MARK NOT FOUND APPEARS TO BE UNDER A NEWLY BUILT BOARD WALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5884 ***********************************************************************
 AD5884  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5884  DESIGNATION -  872 2957 TIDAL 2
 AD5884  PID         -  AD5884
 AD5884  STATE/COUNTY-  FL/BROWARD
 AD5884  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5884
 AD5884                         *CURRENT SURVEY CONTROL
 AD5884  ___________________________________________________________________
 AD5884* NAD 83(1986)-  26 04 49.     (N)    080 06 41.     (W)     SCALED    
 AD5884* NAVD 88     -         0.636  (meters)       2.09   (feet)  ADJUSTED  
 AD5884  ___________________________________________________________________
 AD5884  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD5884  DYNAMIC HT  -           0.635 (meters)       2.08  (feet)  COMP
 AD5884  MODELED GRAV-     979,053.5   (mgal)                       NAVD 88
 AD5884
 AD5884  VERT ORDER  -  SECOND    CLASS I
 AD5884
 AD5884.The horizontal coordinates were scaled from a topographic map and have
 AD5884.an estimated accuracy of +/- 6 seconds.
 AD5884
 AD5884.The orthometric height was determined by differential leveling
 AD5884.and adjusted by the National Geodetic Survey in June 1991..
 AD5884
 AD5884.This Tidal Bench Mark is designated as VM 5709
 AD5884.by the Center for Operational Oceanographic Products and Services.
 AD5884
 AD5884.The geoid height was determined by GEOID03.
 AD5884
 AD5884.The dynamic height is computed by dividing the NAVD 88
 AD5884.geopotential number by the normal gravity value computed on the
 AD5884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5884.degrees latitude (g = 980.6199 gals.).
 AD5884
 AD5884.The modeled gravity was interpolated from observed gravity values.
 AD5884
 AD5884;                    North         East    Units  Estimated Accuracy
 AD5884;SPC FL E     -   193,810.      288,900.      MT  (+/- 180 meters Scaled)
 AD5884
 AD5884                          SUPERSEDED SURVEY CONTROL
 AD5884
 AD5884  NGVD 29 (09/01/92)    1.120  (m)            3.67   (f) ADJUSTED    2 1
 AD5884
 AD5884.Superseded values are not recommended for survey control.
 AD5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5884.See file dsdata.txt to determine how the superseded data were derived.
 AD5884
 AD5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ888848(NAD 83)
 AD5884_MARKER: DJ = TIDAL STATION DISK
 AD5884_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5884_SP_SET: CONCRETE BULKHEAD
 AD5884_STAMPING: NO 2 1973
 AD5884_MARK LOGO: NOS   
 AD5884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5884
 AD5884  HISTORY     - Date     Condition        Report By
 AD5884  HISTORY     - 1973     MONUMENTED       NOS
 AD5884  HISTORY     - 1981     GOOD             FLDNR
 AD5884  HISTORY     - 1990     GOOD             USPSQD
 AD5884  HISTORY     - 1990     POOR             USPSQD
 AD5884  HISTORY     - 1990     GOOD             USPSQD
 AD5884  HISTORY     - 1991     POOR             USPSQD
 AD5884  HISTORY     - 19910618 GOOD             USPSQD
 AD5884  HISTORY     - 19940307 POOR             USPSQD
 AD5884  HISTORY     - 19950311 GOOD             USPSQD
 AD5884  HISTORY     - 19950710 POOR             USPSQD
 AD5884  HISTORY     - 19980205 GOOD             USPSQD
 AD5884
 AD5884                          STATION DESCRIPTION
 AD5884
 AD5884'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5884'3.9 MI ENE FROM DANIA.
 AD5884'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AD5884'DANIA, GO 2.0 MILES EAST ON A1A TO ITS JUNCTION WITH A PAVED ROAD
 AD5884'LEADING NORTH TO JOHN U. LLOYD STATE RECREATION AREA, GO NORTH ON THE
 AD5884'PAVED ROAD FOR 1.9 MILES TO A BRIDGE OVER NORTH DANIA SOUND AND THE
 AD5884'MARK.  THE MARK IS SET IN THE SOUTH BULKHEAD UNDER THE BRIDGE, 39
 AD5884'FEET EAST OF A 45 DEGREE CORNER IN THE BULKHEAD, 36.4 FEET WEST OF
 AD5884'ANOTHER 45 DEGREE CORNER, AND RECOVERED AS DESCRIBED IN NOS TIDAL
 AD5884'DATA, QUAD 260802.
 AD5884'THE MARK IS 12 FT BELOW ROAD.
 AD5884
 AD5884                          STATION RECOVERY (1990)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1990)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1990)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1991)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1991)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1994)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1995)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1995)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1998)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5885 ***********************************************************************
 AD5885  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5885  DESIGNATION -  872 2957 TIDAL 3
 AD5885  PID         -  AD5885
 AD5885  STATE/COUNTY-  FL/BROWARD
 AD5885  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5885
 AD5885                         *CURRENT SURVEY CONTROL
 AD5885  ___________________________________________________________________
 AD5885* NAD 83(1986)-  26 04 49.     (N)    080 06 41.     (W)     SCALED    
 AD5885* NAVD 88     -         0.648  (meters)       2.13   (feet)  ADJUSTED  
 AD5885  ___________________________________________________________________
 AD5885  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD5885  DYNAMIC HT  -           0.647 (meters)       2.12  (feet)  COMP
 AD5885  MODELED GRAV-     979,053.5   (mgal)                       NAVD 88
 AD5885
 AD5885  VERT ORDER  -  SECOND    CLASS I
 AD5885
 AD5885.The horizontal coordinates were scaled from a topographic map and have
 AD5885.an estimated accuracy of +/- 6 seconds.
 AD5885
 AD5885.The orthometric height was determined by differential leveling
 AD5885.and adjusted by the National Geodetic Survey in June 1991..
 AD5885
 AD5885.This Tidal Bench Mark is designated as VM 5710
 AD5885.by the Center for Operational Oceanographic Products and Services.
 AD5885
 AD5885.The geoid height was determined by GEOID03.
 AD5885
 AD5885.The dynamic height is computed by dividing the NAVD 88
 AD5885.geopotential number by the normal gravity value computed on the
 AD5885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5885.degrees latitude (g = 980.6199 gals.).
 AD5885
 AD5885.The modeled gravity was interpolated from observed gravity values.
 AD5885
 AD5885;                    North         East    Units  Estimated Accuracy
 AD5885;SPC FL E     -   193,810.      288,900.      MT  (+/- 180 meters Scaled)
 AD5885
 AD5885                          SUPERSEDED SURVEY CONTROL
 AD5885
 AD5885  NGVD 29 (09/01/92)    1.132  (m)            3.71   (f) ADJUSTED    2 1
 AD5885
 AD5885.Superseded values are not recommended for survey control.
 AD5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5885.See file dsdata.txt to determine how the superseded data were derived.
 AD5885
 AD5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ888848(NAD 83)
 AD5885_MARKER: DJ = TIDAL STATION DISK
 AD5885_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5885_SP_SET: CONCRETE BULKHEAD
 AD5885_STAMPING: NO 3 1973
 AD5885_MARK LOGO: NOS   
 AD5885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5885
 AD5885  HISTORY     - Date     Condition        Report By
 AD5885  HISTORY     - 1973     MONUMENTED       NOS
 AD5885  HISTORY     - 1981     GOOD             FLDNR
 AD5885  HISTORY     - 1990     GOOD             USPSQD
 AD5885  HISTORY     - 1990     GOOD             USPSQD
 AD5885  HISTORY     - 1990     GOOD             USPSQD
 AD5885  HISTORY     - 1991     GOOD             USPSQD
 AD5885  HISTORY     - 19910618 GOOD             USPSQD
 AD5885  HISTORY     - 19940307 GOOD             USPSQD
 AD5885  HISTORY     - 19950311 GOOD             USPSQD
 AD5885  HISTORY     - 19950710 GOOD             USPSQD
 AD5885  HISTORY     - 19980205 GOOD             USPSQD
 AD5885
 AD5885                          STATION DESCRIPTION
 AD5885
 AD5885'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5885'3.9 MI ENE FROM DANIA.
 AD5885'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AD5885'DANIA, GO 2.0 MILES EAST ON A1A TO ITS JUNCTION WITH A PAVED ROAD
 AD5885'LEADING NORTH TO JOHN U. LLOYD STATE RECREATION AREA, GO NORTH ON THE
 AD5885'PAVED ROAD FOR 1.9 MILES TO A BRIDGE OVER NORTH DANIA SOUND AND THE
 AD5885'MARK.  THE MARK IS SET IN THE SOUTH BULKHEAD ON THE EAST SIDE OF
 AD5885'THE ROAD, 36.6 FEET SOUTH OF A 45 DEGREE CORNER IN THE BULKHEAD, 1
 AD5885'FOOT NORTH OF THE SOUTHEAST END OF THE BULKHEAD, AND RECOVERED AS
 AD5885'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5885'THE MARK IS 6 FT BELOW ROAD.
 AD5885
 AD5885                          STATION RECOVERY (1990)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1990)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1990)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1991)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1991)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1994)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1995)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1995)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1998)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5882 ***********************************************************************
 AD5882  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5882  DESIGNATION -  872 2968 TIDAL 1
 AD5882  PID         -  AD5882
 AD5882  STATE/COUNTY-  FL/BROWARD
 AD5882  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5882
 AD5882                         *CURRENT SURVEY CONTROL
 AD5882  ___________________________________________________________________
 AD5882* NAD 83(1986)-  26 03 27.     (N)    080 07 40.     (W)     SCALED    
 AD5882* NAVD 88     -         0.899  (meters)       2.95   (feet)  ADJUSTED  
 AD5882  ___________________________________________________________________
 AD5882  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AD5882  DYNAMIC HT  -           0.897 (meters)       2.94  (feet)  COMP
 AD5882  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 AD5882
 AD5882  VERT ORDER  -  SECOND    CLASS I
 AD5882
 AD5882.The horizontal coordinates were scaled from a topographic map and have
 AD5882.an estimated accuracy of +/- 6 seconds.
 AD5882
 AD5882.The orthometric height was determined by differential leveling
 AD5882.and adjusted by the National Geodetic Survey in June 1991..
 AD5882
 AD5882.This Tidal Bench Mark is designated as VM 5713
 AD5882.by the Center for Operational Oceanographic Products and Services.
 AD5882
 AD5882.The geoid height was determined by GEOID03.
 AD5882
 AD5882.The dynamic height is computed by dividing the NAVD 88
 AD5882.geopotential number by the normal gravity value computed on the
 AD5882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5882.degrees latitude (g = 980.6199 gals.).
 AD5882
 AD5882.The modeled gravity was interpolated from observed gravity values.
 AD5882
 AD5882;                    North         East    Units  Estimated Accuracy
 AD5882;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5882
 AD5882                          SUPERSEDED SURVEY CONTROL
 AD5882
 AD5882  NGVD 29 (09/01/92)    1.389  (m)            4.56   (f) ADJUSTED    2 1
 AD5882
 AD5882.Superseded values are not recommended for survey control.
 AD5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5882.See file dsdata.txt to determine how the superseded data were derived.
 AD5882
 AD5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5882_MARKER: DJ = TIDAL STATION DISK
 AD5882_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5882_SP_SET: CONCRETE SEAWALL
 AD5882_STAMPING: NO 1 1973
 AD5882_MARK LOGO: NOS   
 AD5882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5882
 AD5882  HISTORY     - Date     Condition        Report By
 AD5882  HISTORY     - 1973     MONUMENTED       NOS
 AD5882  HISTORY     - 1981     GOOD             FLDNR
 AD5882  HISTORY     - 1990     GOOD             USPSQD
 AD5882  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 1990     GOOD             USPSQD
 AD5882  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 19940325 GOOD             USPSQD
 AD5882  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 19980313 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5882
 AD5882                          STATION DESCRIPTION
 AD5882
 AD5882'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5882'1.3 MI NE FROM DANIA.
 AD5882'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5882'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5882'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5882'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5882'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET
 AD5882'FLUSH IN TOP OF THE EAST-WEST SEAWALL AT THE NORTHWEST CORNER OF DANIA
 AD5882'PARK, 2 FEET EAST OF THE PROPERTY LINE BETWEEN THE PARK AND THE
 AD5882'HARBOUR TOWNE MARINA.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA.
 AD5882
 AD5882                          STATION RECOVERY (1990)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5882'RECOVERED IN GOOD CONDITION.
 AD5882
 AD5882                          STATION RECOVERY (1990)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1990)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5882'RECOVERED IN GOOD CONDITION.
 AD5882
 AD5882                          STATION RECOVERY (1991)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1994)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5882'RECOVERED IN GOOD CONDITION.
 AD5882
 AD5882                          STATION RECOVERY (1995)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1995)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1998)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (2002)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5882'UNDER A DECK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5881 ***********************************************************************
 AD5881  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5881  DESIGNATION -  872 2968 TIDAL 2
 AD5881  PID         -  AD5881
 AD5881  STATE/COUNTY-  FL/BROWARD
 AD5881  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5881
 AD5881                         *CURRENT SURVEY CONTROL
 AD5881  ___________________________________________________________________
 AD5881* NAD 83(1986)-  26 03 27.     (N)    080 07 40.     (W)     SCALED    
 AD5881* NAVD 88     -         0.897  (meters)       2.94   (feet)  ADJUSTED  
 AD5881  ___________________________________________________________________
 AD5881  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AD5881  DYNAMIC HT  -           0.895 (meters)       2.94  (feet)  COMP
 AD5881  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 AD5881
 AD5881  VERT ORDER  -  SECOND    CLASS I
 AD5881
 AD5881.The horizontal coordinates were scaled from a topographic map and have
 AD5881.an estimated accuracy of +/- 6 seconds.
 AD5881
 AD5881.The orthometric height was determined by differential leveling
 AD5881.and adjusted by the National Geodetic Survey in June 1991..
 AD5881
 AD5881.This Tidal Bench Mark is designated as VM 5714
 AD5881.by the Center for Operational Oceanographic Products and Services.
 AD5881
 AD5881.The geoid height was determined by GEOID03.
 AD5881
 AD5881.The dynamic height is computed by dividing the NAVD 88
 AD5881.geopotential number by the normal gravity value computed on the
 AD5881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5881.degrees latitude (g = 980.6199 gals.).
 AD5881
 AD5881.The modeled gravity was interpolated from observed gravity values.
 AD5881
 AD5881;                    North         East    Units  Estimated Accuracy
 AD5881;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5881
 AD5881                          SUPERSEDED SURVEY CONTROL
 AD5881
 AD5881  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    2 1
 AD5881
 AD5881.Superseded values are not recommended for survey control.
 AD5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5881.See file dsdata.txt to determine how the superseded data were derived.
 AD5881
 AD5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5881_MARKER: DJ = TIDAL STATION DISK
 AD5881_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5881_SP_SET: CONCRETE SEAWALL
 AD5881_STAMPING: NO 2 1973
 AD5881_MARK LOGO: NOS   
 AD5881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5881
 AD5881  HISTORY     - Date     Condition        Report By
 AD5881  HISTORY     - 1973     MONUMENTED       NOS
 AD5881  HISTORY     - 1981     GOOD             FLDNR
 AD5881  HISTORY     - 1990     GOOD             USPSQD
 AD5881  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 1990     GOOD             USPSQD
 AD5881  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 19940325 GOOD             USPSQD
 AD5881  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 20000610 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5881
 AD5881                          STATION DESCRIPTION
 AD5881
 AD5881'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5881'1.3 MI NE FROM DANIA.
 AD5881'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5881'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5881'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5881'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5881'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET IN
 AD5881'TOP OF THE EAST-WEST SEAWALL ALONG THE NORTH END OF DANIA PARK, AND IS
 AD5881'117 FEET EAST OF BENCH MARK NO 1 1973.  RECOVERED AS DESCRIBED
 AD5881'IN NOS TIDAL DATA.
 AD5881
 AD5881                          STATION RECOVERY (1990)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5881'RECOVERED IN GOOD CONDITION.
 AD5881
 AD5881                          STATION RECOVERY (1990)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (1990)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5881'RECOVERED IN GOOD CONDITION.
 AD5881
 AD5881                          STATION RECOVERY (1991)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (1994)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5881'RECOVERED IN GOOD CONDITION.
 AD5881
 AD5881                          STATION RECOVERY (1995)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (1995)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (2000)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 2000 (CH)
 AD5881'SEAWALL HAS BEEN REPLACED OR REPAIRED.
 AD5881
 AD5881                          STATION RECOVERY (2002)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5881'UNDER A DECK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5880 ***********************************************************************
 AD5880  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5880  DESIGNATION -  872 2968 TIDAL 3
 AD5880  PID         -  AD5880
 AD5880  STATE/COUNTY-  FL/BROWARD
 AD5880  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5880
 AD5880                         *CURRENT SURVEY CONTROL
 AD5880  ___________________________________________________________________
 AD5880* NAD 83(1986)-  26 03 27.     (N)    080 07 40.     (W)     SCALED    
 AD5880* NAVD 88     -         0.900  (meters)       2.95   (feet)  ADJUSTED  
 AD5880  ___________________________________________________________________
 AD5880  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AD5880  DYNAMIC HT  -           0.898 (meters)       2.95  (feet)  COMP
 AD5880  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 AD5880
 AD5880  VERT ORDER  -  SECOND    CLASS I
 AD5880
 AD5880.The horizontal coordinates were scaled from a topographic map and have
 AD5880.an estimated accuracy of +/- 6 seconds.
 AD5880
 AD5880.The orthometric height was determined by differential leveling
 AD5880.and adjusted by the National Geodetic Survey in June 1991..
 AD5880
 AD5880.This Tidal Bench Mark is designated as VM 5715
 AD5880.by the Center for Operational Oceanographic Products and Services.
 AD5880
 AD5880.The geoid height was determined by GEOID03.
 AD5880
 AD5880.The dynamic height is computed by dividing the NAVD 88
 AD5880.geopotential number by the normal gravity value computed on the
 AD5880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5880.degrees latitude (g = 980.6199 gals.).
 AD5880
 AD5880.The modeled gravity was interpolated from observed gravity values.
 AD5880
 AD5880;                    North         East    Units  Estimated Accuracy
 AD5880;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5880
 AD5880                          SUPERSEDED SURVEY CONTROL
 AD5880
 AD5880  NGVD 29 (09/01/92)    1.390  (m)            4.56   (f) ADJUSTED    2 1
 AD5880
 AD5880.Superseded values are not recommended for survey control.
 AD5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5880.See file dsdata.txt to determine how the superseded data were derived.
 AD5880
 AD5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5880_MARKER: DJ = TIDAL STATION DISK
 AD5880_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5880_SP_SET: CONCRETE SEAWALL
 AD5880_STAMPING: NO 3 1973
 AD5880_MARK LOGO: NOS   
 AD5880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5880
 AD5880  HISTORY     - Date     Condition        Report By
 AD5880  HISTORY     - 1973     MONUMENTED       NOS
 AD5880  HISTORY     - 1981     GOOD             FLDNR
 AD5880  HISTORY     - 1990     GOOD             USPSQD
 AD5880  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 1990     GOOD             USPSQD
 AD5880  HISTORY     - 19910618 GOOD             USPSQD
 AD5880  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 20000610 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5880
 AD5880                          STATION DESCRIPTION
 AD5880
 AD5880'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5880'1.3 MI NE FROM DANIA.
 AD5880'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5880'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5880'GULFSTREAM ROAD, GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5880'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5880'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET IN
 AD5880'THE TOP OF THE EAST-WEST SEAWALL AT THE NORTH END OF THE PARK, 165
 AD5880'FEET EAST OF BENCH MARK NO 2 1973, AND 258 FEET WEST OF THE NORTHEAST
 AD5880'CORNER OF THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA.
 AD5880
 AD5880                          STATION RECOVERY (1990)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5880'RECOVERED IN GOOD CONDITION.
 AD5880
 AD5880                          STATION RECOVERY (1990)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (1990)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5880'RECOVERED IN GOOD CONDITION.
 AD5880
 AD5880                          STATION RECOVERY (1991)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5880'RECOVERED IN GOOD CONDITION.
 AD5880
 AD5880                          STATION RECOVERY (1994)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (1995)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (1995)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (2000)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 2000 (CH)
 AD5880'SEAWALL HAS BEEN REPLACED OR REPAIRED.
 AD5880
 AD5880                          STATION RECOVERY (2002)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5880'UNDER A DECK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5879 ***********************************************************************
 AD5879  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5879  DESIGNATION -  872 2968 TIDAL 4
 AD5879  PID         -  AD5879
 AD5879  STATE/COUNTY-  FL/BROWARD
 AD5879  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5879
 AD5879                         *CURRENT SURVEY CONTROL
 AD5879  ___________________________________________________________________
 AD5879* NAD 83(1986)-  26 03 27.     (N)    080 07 40.     (W)     SCALED    
 AD5879* NAVD 88     -         0.888  (meters)       2.91   (feet)  ADJUSTED  
 AD5879  ___________________________________________________________________
 AD5879  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AD5879  DYNAMIC HT  -           0.887 (meters)       2.91  (feet)  COMP
 AD5879  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 AD5879
 AD5879  VERT ORDER  -  SECOND    CLASS I
 AD5879
 AD5879.The horizontal coordinates were scaled from a topographic map and have
 AD5879.an estimated accuracy of +/- 6 seconds.
 AD5879
 AD5879.The orthometric height was determined by differential leveling
 AD5879.and adjusted by the National Geodetic Survey in June 1991..
 AD5879
 AD5879.This Tidal Bench Mark is designated as VM 5716
 AD5879.by the Center for Operational Oceanographic Products and Services.
 AD5879
 AD5879.The geoid height was determined by GEOID03.
 AD5879
 AD5879.The dynamic height is computed by dividing the NAVD 88
 AD5879.geopotential number by the normal gravity value computed on the
 AD5879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5879.degrees latitude (g = 980.6199 gals.).
 AD5879
 AD5879.The modeled gravity was interpolated from observed gravity values.
 AD5879
 AD5879;                    North         East    Units  Estimated Accuracy
 AD5879;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5879
 AD5879                          SUPERSEDED SURVEY CONTROL
 AD5879
 AD5879  NGVD 29 (09/01/92)    1.378  (m)            4.52   (f) ADJUSTED    2 1
 AD5879
 AD5879.Superseded values are not recommended for survey control.
 AD5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5879.See file dsdata.txt to determine how the superseded data were derived.
 AD5879
 AD5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5879_MARKER: DJ = TIDAL STATION DISK
 AD5879_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5879_SP_SET: CONCRETE SEAWALL
 AD5879_STAMPING: NO 4 1973
 AD5879_MARK LOGO: NOS   
 AD5879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5879
 AD5879  HISTORY     - Date     Condition        Report By
 AD5879  HISTORY     - 1973     MONUMENTED       NOS
 AD5879  HISTORY     - 1981     GOOD             FLDNR
 AD5879  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5879  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5879  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5879  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5879
 AD5879                          STATION DESCRIPTION
 AD5879
 AD5879'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5879'1.3 MI NE FROM DANIA.
 AD5879'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5879'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5879'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5879'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5879'ST TO ITS END AT DANIA PARK, AND THE MARK LOCATION.  THE MARK IS SET
 AD5879'IN THE TOP OF THE SEAWALL AT THE NORTHEAST CORNER OF DANIA PARK, 258
 AD5879'FEET EAST OF BENCH MARK NO 3 1973, AND 138 FEET NORTH OF BENCH MARK
 AD5879'NO 5 1973.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA.
 AD5879
 AD5879                          STATION RECOVERY (1990)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5879'MARK NOT FOUND.
 AD5879
 AD5879                          STATION RECOVERY (1990)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5879'MARK NOT FOUND.
 AD5879
 AD5879                          STATION RECOVERY (1990)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5879'MARK NOT FOUND.
 AD5879
 AD5879                          STATION RECOVERY (1991)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5878 ***********************************************************************
 AD5878  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5878  DESIGNATION -  872 2968 TIDAL 5
 AD5878  PID         -  AD5878
 AD5878  STATE/COUNTY-  FL/BROWARD
 AD5878  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5878
 AD5878                         *CURRENT SURVEY CONTROL
 AD5878  ___________________________________________________________________
 AD5878* NAD 83(1986)-  26 03 27.     (N)    080 07 40.     (W)     SCALED    
 AD5878* NAVD 88     -         1.021  (meters)       3.35   (feet)  ADJUSTED  
 AD5878  ___________________________________________________________________
 AD5878  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AD5878  DYNAMIC HT  -           1.019 (meters)       3.34  (feet)  COMP
 AD5878  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 AD5878
 AD5878  VERT ORDER  -  SECOND    CLASS I
 AD5878
 AD5878.The horizontal coordinates were scaled from a topographic map and have
 AD5878.an estimated accuracy of +/- 6 seconds.
 AD5878
 AD5878.The orthometric height was determined by differential leveling
 AD5878.and adjusted by the National Geodetic Survey in June 1991..
 AD5878
 AD5878.This Tidal Bench Mark is designated as VM 5717
 AD5878.by the Center for Operational Oceanographic Products and Services.
 AD5878
 AD5878.The geoid height was determined by GEOID03.
 AD5878
 AD5878.The dynamic height is computed by dividing the NAVD 88
 AD5878.geopotential number by the normal gravity value computed on the
 AD5878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5878.degrees latitude (g = 980.6199 gals.).
 AD5878
 AD5878.The modeled gravity was interpolated from observed gravity values.
 AD5878
 AD5878;                    North         East    Units  Estimated Accuracy
 AD5878;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5878
 AD5878                          SUPERSEDED SURVEY CONTROL
 AD5878
 AD5878  NGVD 29 (09/01/92)    1.511  (m)            4.96   (f) ADJUSTED    2 1
 AD5878
 AD5878.Superseded values are not recommended for survey control.
 AD5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5878.See file dsdata.txt to determine how the superseded data were derived.
 AD5878
 AD5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5878_MARKER: DJ = TIDAL STATION DISK
 AD5878_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5878_SP_SET: CONCRETE SEAWALL
 AD5878_STAMPING: NO 5 1973
 AD5878_MARK LOGO: NOS   
 AD5878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5878
 AD5878  HISTORY     - Date     Condition        Report By
 AD5878  HISTORY     - 1973     MONUMENTED       NOS
 AD5878  HISTORY     - 1981     GOOD             FLDNR
 AD5878  HISTORY     - 1990     GOOD             USPSQD
 AD5878  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5878  HISTORY     - 1990     GOOD             USPSQD
 AD5878  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5878  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 AD5878  HISTORY     - 19950311 GOOD             USPSQD
 AD5878  HISTORY     - 19950710 GOOD             USPSQD
 AD5878
 AD5878                          STATION DESCRIPTION
 AD5878
 AD5878'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5878'1.3 MI NE FROM DANIA.
 AD5878'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5878'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5878'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5878'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5878'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET
 AD5878'IN THE TOP OF THE NORTH-SOUTH SEAWALL, 138 FEET SOUTH OF THE NORTH
 AD5878'NORTHEAST CORNER OF DANIA PARK AND 138 FEET NORTH OF THE NORTH EDGE
 AD5878'OF THE NORTHERNMOST BOAT RAMP AT THE PARK.  RECOVERED AS DESCRIBED IN
 AD5878'NOS TIDAL DATA.
 AD5878
 AD5878                          STATION RECOVERY (1990)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (1990)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5878'MARK NOT FOUND.
 AD5878
 AD5878                          STATION RECOVERY (1990)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (1991)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5878'MARK NOT FOUND.
 AD5878
 AD5878                          STATION RECOVERY (1994)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5878'MARK NOT FOUND.
 AD5878
 AD5878                          STATION RECOVERY (1995)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (1995)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5886 ***********************************************************************
 AD5886  DESIGNATION -  872 2971 TIDAL 1
 AD5886  PID         -  AD5886
 AD5886  STATE/COUNTY-  FL/BROWARD
 AD5886  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5886
 AD5886                         *CURRENT SURVEY CONTROL
 AD5886  ___________________________________________________________________
 AD5886* NAD 83(1986)-  26 03 19.     (N)    080 06 47.     (W)     SCALED    
 AD5886* NAVD 88     -         0.676  (meters)       2.22   (feet)  ADJUSTED  
 AD5886  ___________________________________________________________________
 AD5886  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD5886  DYNAMIC HT  -           0.675 (meters)       2.21  (feet)  COMP
 AD5886  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 AD5886
 AD5886  VERT ORDER  -  SECOND    CLASS I
 AD5886
 AD5886.The horizontal coordinates were scaled from a topographic map and have
 AD5886.an estimated accuracy of +/- 6 seconds.
 AD5886
 AD5886.The orthometric height was determined by differential leveling
 AD5886.and adjusted by the National Geodetic Survey in June 1991..
 AD5886
 AD5886.The geoid height was determined by GEOID03.
 AD5886
 AD5886.The dynamic height is computed by dividing the NAVD 88
 AD5886.geopotential number by the normal gravity value computed on the
 AD5886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5886.degrees latitude (g = 980.6199 gals.).
 AD5886
 AD5886.The modeled gravity was interpolated from observed gravity values.
 AD5886
 AD5886;                    North         East    Units  Estimated Accuracy
 AD5886;SPC FL E     -   191,040.      288,750.      MT  (+/- 180 meters Scaled)
 AD5886
 AD5886                          SUPERSEDED SURVEY CONTROL
 AD5886
 AD5886  NGVD 29 (09/01/92)    1.157  (m)            3.80   (f) ADJUSTED    2 1
 AD5886
 AD5886.Superseded values are not recommended for survey control.
 AD5886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5886.See file dsdata.txt to determine how the superseded data were derived.
 AD5886
 AD5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ887821(NAD 83)
 AD5886_MARKER: DJ = TIDAL STATION DISK
 AD5886_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5886_SP_SET: CONCRETE SEAWALL
 AD5886_STAMPING: NO 1 1973
 AD5886_MARK LOGO: NOS   
 AD5886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5886
 AD5886  HISTORY     - Date     Condition        Report By
 AD5886  HISTORY     - 1973     MONUMENTED       NOS
 AD5886  HISTORY     - 1981     GOOD             FLDNR
 AD5886  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 1990     GOOD             USPSQD
 AD5886  HISTORY     - 1990     GOOD             USPSQD
 AD5886  HISTORY     - 19910618 GOOD             USPSQD
 AD5886  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 19980205 GOOD             USPSQD
 AD5886
 AD5886                          STATION DESCRIPTION
 AD5886
 AD5886'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5886'2.1 MI EAST FROM DANIA.
 AD5886'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN DANIA,
 AD5886'GO 2.0 MILES EAST ON A1A TO THE JUNCTION OF A PAVED ROAD LEADING NORTH
 AD5886'TO JOHN U. LLOYD STATE RECREATION AREA, GO 0.1 MILE NORTH ON THE PAVED
 AD5886'ROAD TO THE MARK.  THE MARK IS SET IN THE SEAWALL UNDER THE SOUTH END
 AD5886'OF THE BRIDGE OVER DANIA SOUND, 160 FEET EAST OF THE CENTERLINE OF THE
 AD5886'PAVED ROAD, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD
 AD5886'260802.
 AD5886
 AD5886                          STATION RECOVERY (1990)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1990)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5886'RECOVERED IN GOOD CONDITION.
 AD5886
 AD5886                          STATION RECOVERY (1990)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5886'RECOVERED IN GOOD CONDITION.
 AD5886
 AD5886                          STATION RECOVERY (1991)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5886'RECOVERED IN GOOD CONDITION.
 AD5886
 AD5886                          STATION RECOVERY (1994)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1995)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1995)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1998)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5887 ***********************************************************************
 AD5887  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5887  DESIGNATION -  872 2971 TIDAL 2
 AD5887  PID         -  AD5887
 AD5887  STATE/COUNTY-  FL/BROWARD
 AD5887  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5887
 AD5887                         *CURRENT SURVEY CONTROL
 AD5887  ___________________________________________________________________
 AD5887* NAD 83(1986)-  26 03 19.     (N)    080 06 47.     (W)     SCALED    
 AD5887* NAVD 88     -         0.675  (meters)       2.21   (feet)  ADJUSTED  
 AD5887  ___________________________________________________________________
 AD5887  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD5887  DYNAMIC HT  -           0.674 (meters)       2.21  (feet)  COMP
 AD5887  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 AD5887
 AD5887  VERT ORDER  -  SECOND    CLASS I
 AD5887
 AD5887.The horizontal coordinates were scaled from a topographic map and have
 AD5887.an estimated accuracy of +/- 6 seconds.
 AD5887
 AD5887.The orthometric height was determined by differential leveling
 AD5887.and adjusted by the National Geodetic Survey in September 1996..
 AD5887
 AD5887.This Tidal Bench Mark is designated as VM 5718
 AD5887.by the Center for Operational Oceanographic Products and Services.
 AD5887
 AD5887.The geoid height was determined by GEOID03.
 AD5887
 AD5887.The dynamic height is computed by dividing the NAVD 88
 AD5887.geopotential number by the normal gravity value computed on the
 AD5887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5887.degrees latitude (g = 980.6199 gals.).
 AD5887
 AD5887.The modeled gravity was interpolated from observed gravity values.
 AD5887
 AD5887;                    North         East    Units  Estimated Accuracy
 AD5887;SPC FL E     -   191,040.      288,750.      MT  (+/- 180 meters Scaled)
 AD5887
 AD5887                          SUPERSEDED SURVEY CONTROL
 AD5887
 AD5887  NAVD 88 (06/15/91)    0.606  (m)            1.99   (f) UNKNOWN     2 1
 AD5887  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AD5887
 AD5887.Superseded values are not recommended for survey control.
 AD5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5887.See file dsdata.txt to determine how the superseded data were derived.
 AD5887
 AD5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ887821(NAD 83)
 AD5887_MARKER: DJ = TIDAL STATION DISK
 AD5887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5887_SP_SET: CONCRETE SEAWALL
 AD5887_STAMPING: NO 2 1973
 AD5887_MARK LOGO: NOS   
 AD5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5887+STABILITY: SURFACE MOTION
 AD5887
 AD5887  HISTORY     - Date     Condition        Report By
 AD5887  HISTORY     - 1973     MONUMENTED       NOS
 AD5887  HISTORY     - 1981     GOOD             FLDNR
 AD5887  HISTORY     - 1986     GOOD             FLDNR
 AD5887  HISTORY     - 1990     GOOD             USPSQD
 AD5887  HISTORY     - 1990     GOOD             USPSQD
 AD5887  HISTORY     - 1990     GOOD             USPSQD
 AD5887  HISTORY     - 1991     GOOD             USPSQD
 AD5887  HISTORY     - 19910618 GOOD             USPSQD
 AD5887  HISTORY     - 19940307 GOOD             USPSQD
 AD5887  HISTORY     - 19950311 GOOD             USPSQD
 AD5887  HISTORY     - 19980218 GOOD             USPSQD
 AD5887
 AD5887                          STATION DESCRIPTION
 AD5887
 AD5887'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5887'2.1 MI EAST FROM DANIA.
 AD5887'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN DANIA,
 AD5887'GO 2.0 MILES EAST ON A1A TO THE JUNCTION OF A PAVED ROAD LEADING NORTH
 AD5887'TO JOHN U. LLOYD STATE RECREATION AREA, GO 0.1 MILE NORTH ON THE PAVED
 AD5887'ROAD TO THE MARK.  THE MARK IS SET IN THE SEAWALL UNDER THE SOUTH END
 AD5887'OF THE BRIDGE OVER DANIA SOUND, 45 FEET EAST OF THE CENTERLINE OF THE
 AD5887'BRIDGE, 115 FEET WEST OF BENCH MARK NO 1 1973, AND RECOVERED AS
 AD5887'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5887
 AD5887                          STATION RECOVERY (1986)
 AD5887
 AD5887'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1990)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1990)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1990)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1991)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1991)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1994)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1995)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1998)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5888 ***********************************************************************
 AD5888  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5888  DESIGNATION -  872 2971 TIDAL 4
 AD5888  PID         -  AD5888
 AD5888  STATE/COUNTY-  FL/BROWARD
 AD5888  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5888
 AD5888                         *CURRENT SURVEY CONTROL
 AD5888  ___________________________________________________________________
 AD5888* NAD 83(1986)-  26 03 19.     (N)    080 06 47.     (W)     SCALED    
 AD5888* NAVD 88     -         0.678  (meters)       2.22   (feet)  ADJUSTED  
 AD5888  ___________________________________________________________________
 AD5888  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AD5888  DYNAMIC HT  -           0.677 (meters)       2.22  (feet)  COMP
 AD5888  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 AD5888
 AD5888  VERT ORDER  -  SECOND    CLASS I
 AD5888
 AD5888.The horizontal coordinates were scaled from a topographic map and have
 AD5888.an estimated accuracy of +/- 6 seconds.
 AD5888
 AD5888.The orthometric height was determined by differential leveling
 AD5888.and adjusted by the National Geodetic Survey in September 1996..
 AD5888
 AD5888.This Tidal Bench Mark is designated as VM 5719
 AD5888.by the Center for Operational Oceanographic Products and Services.
 AD5888
 AD5888.The geoid height was determined by GEOID03.
 AD5888
 AD5888.The dynamic height is computed by dividing the NAVD 88
 AD5888.geopotential number by the normal gravity value computed on the
 AD5888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5888.degrees latitude (g = 980.6199 gals.).
 AD5888
 AD5888.The modeled gravity was interpolated from observed gravity values.
 AD5888
 AD5888;                    North         East    Units  Estimated Accuracy
 AD5888;SPC FL E     -   191,040.      288,750.      MT  (+/- 180 meters Scaled)
 AD5888
 AD5888                          SUPERSEDED SURVEY CONTROL
 AD5888
 AD5888  NAVD 88 (06/15/91)    0.609  (m)            2.00   (f) UNKNOWN     2 1
 AD5888  NGVD 29 (09/01/92)    1.158  (m)            3.80   (f) ADJUSTED    2 1
 AD5888
 AD5888.Superseded values are not recommended for survey control.
 AD5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5888.See file dsdata.txt to determine how the superseded data were derived.
 AD5888
 AD5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ887821(NAD 83)
 AD5888_MARKER: DJ = TIDAL STATION DISK
 AD5888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5888_SP_SET: CONCRETE SEAWALL
 AD5888_STAMPING: NO 4 1973
 AD5888_MARK LOGO: NOS   
 AD5888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5888+STABILITY: SURFACE MOTION
 AD5888
 AD5888  HISTORY     - Date     Condition        Report By
 AD5888  HISTORY     - 1973     MONUMENTED       NOS
 AD5888  HISTORY     - 1981     GOOD             FLDNR
 AD5888  HISTORY     - 1986     GOOD             FLDNR
 AD5888  HISTORY     - 1990     GOOD             USPSQD
 AD5888  HISTORY     - 1990     GOOD             USPSQD
 AD5888  HISTORY     - 1990     GOOD             USPSQD
 AD5888  HISTORY     - 1991     GOOD             USPSQD
 AD5888  HISTORY     - 19910618 GOOD             USPSQD
 AD5888  HISTORY     - 19940307 GOOD             USPSQD
 AD5888  HISTORY     - 19950311 GOOD             USPSQD
 AD5888  HISTORY     - 19980221 GOOD             USPSQD
 AD5888
 AD5888                          STATION DESCRIPTION
 AD5888
 AD5888'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5888'2.1 MI EAST FROM DANIA.
 AD5888'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN DANIA,
 AD5888'GO 2.0 MILES EAST ON A1A TO THE JUNCTION OF A PAVED ROAD LEADING NORTH
 AD5888'TO JOHN U. LLOYD STATE RECREATION AREA, GO 0.1 MILE NORTH ON THE PAVED
 AD5888'ROAD TO THE MARK.  THE MARK IS SET IN THE SEAWALL UNDER THE SOUTH END
 AD5888'OF THE BRIDGE OVER DANIA SOUND, 70 FEET WEST OF THE CENTERLINE OF THE
 AD5888'BRIDGE, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5888
 AD5888                          STATION RECOVERY (1986)
 AD5888
 AD5888'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1990)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1990)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1990)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1991)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1991)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1994)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1995)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1998)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5889 ***********************************************************************
 AD5889  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5889  DESIGNATION -  872 2979 TIDAL 1
 AD5889  PID         -  AD5889
 AD5889  STATE/COUNTY-  FL/BROWARD
 AD5889  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5889
 AD5889                         *CURRENT SURVEY CONTROL
 AD5889  ___________________________________________________________________
 AD5889* NAD 83(1986)-  26 02 25.     (N)    080 06 53.     (W)     SCALED    
 AD5889* NAVD 88     -         1.220  (meters)       4.00   (feet)  ADJUSTED  
 AD5889  ___________________________________________________________________
 AD5889  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD5889  DYNAMIC HT  -           1.218 (meters)       4.00  (feet)  COMP
 AD5889  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5889
 AD5889  VERT ORDER  -  SECOND    CLASS I
 AD5889
 AD5889.The horizontal coordinates were scaled from a topographic map and have
 AD5889.an estimated accuracy of +/- 6 seconds.
 AD5889
 AD5889.The orthometric height was determined by differential leveling
 AD5889.and adjusted by the National Geodetic Survey in June 1991..
 AD5889
 AD5889.This Tidal Bench Mark is designated as VM 5732
 AD5889.by the Center for Operational Oceanographic Products and Services.
 AD5889
 AD5889.The geoid height was determined by GEOID03.
 AD5889
 AD5889.The dynamic height is computed by dividing the NAVD 88
 AD5889.geopotential number by the normal gravity value computed on the
 AD5889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5889.degrees latitude (g = 980.6199 gals.).
 AD5889
 AD5889.The modeled gravity was interpolated from observed gravity values.
 AD5889
 AD5889;                    North         East    Units  Estimated Accuracy
 AD5889;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5889
 AD5889                          SUPERSEDED SURVEY CONTROL
 AD5889
 AD5889  NGVD 29 (09/01/92)    1.701  (m)            5.58   (f) ADJUSTED    2 1
 AD5889
 AD5889.Superseded values are not recommended for survey control.
 AD5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5889.See file dsdata.txt to determine how the superseded data were derived.
 AD5889
 AD5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5889_MARKER: DJ = TIDAL STATION DISK
 AD5889_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5889_SP_SET: CONCRETE WALKWAY
 AD5889_STAMPING: NO 1 1973
 AD5889_MARK LOGO: NOS   
 AD5889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5889
 AD5889  HISTORY     - Date     Condition        Report By
 AD5889  HISTORY     - 1973     MONUMENTED       NOS
 AD5889  HISTORY     - 1981     GOOD             FLDNR
 AD5889  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5889
 AD5889                          STATION DESCRIPTION
 AD5889
 AD5889'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5889'1.9 MI NORTH FROM HOLLYWOOD.
 AD5889'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5889'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5889'THE MARK.  THE MARK BEARS 100 FEET WEST OF THE CENTERLINE OF A1A, 50.3
 AD5889'FEET EAST OF THE WEST EDGE OF THE SEAWALL BEHIND THE MOTEL, 32.3 FEET
 AD5889'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, 15 FEET WEST OF
 AD5889'THE NORTHEAST CORNER OF THE WALKWAY, AND RECOVERED AS DESCRIBED IN
 AD5889'NOS TIDAL DATA, QUAD 260802.
 AD5889
 AD5889                          STATION RECOVERY (1990)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (1991)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (1995)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (1998)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (2002)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5889'DESTROYED BY NEW SEAWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5890 ***********************************************************************
 AD5890  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5890  DESIGNATION -  872 2979 TIDAL 2
 AD5890  PID         -  AD5890
 AD5890  STATE/COUNTY-  FL/BROWARD
 AD5890  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5890
 AD5890                         *CURRENT SURVEY CONTROL
 AD5890  ___________________________________________________________________
 AD5890* NAD 83(1986)-  26 02 25.     (N)    080 06 53.     (W)     SCALED    
 AD5890* NAVD 88     -         1.230  (meters)       4.04   (feet)  ADJUSTED  
 AD5890  ___________________________________________________________________
 AD5890  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD5890  DYNAMIC HT  -           1.229 (meters)       4.03  (feet)  COMP
 AD5890  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5890
 AD5890  VERT ORDER  -  SECOND    CLASS I
 AD5890
 AD5890.The horizontal coordinates were scaled from a topographic map and have
 AD5890.an estimated accuracy of +/- 6 seconds.
 AD5890
 AD5890.The orthometric height was determined by differential leveling
 AD5890.and adjusted by the National Geodetic Survey in June 1991..
 AD5890
 AD5890.This Tidal Bench Mark is designated as VM 5733
 AD5890.by the Center for Operational Oceanographic Products and Services.
 AD5890
 AD5890.The geoid height was determined by GEOID03.
 AD5890
 AD5890.The dynamic height is computed by dividing the NAVD 88
 AD5890.geopotential number by the normal gravity value computed on the
 AD5890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5890.degrees latitude (g = 980.6199 gals.).
 AD5890
 AD5890.The modeled gravity was interpolated from observed gravity values.
 AD5890
 AD5890;                    North         East    Units  Estimated Accuracy
 AD5890;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5890
 AD5890                          SUPERSEDED SURVEY CONTROL
 AD5890
 AD5890  NGVD 29 (09/01/92)    1.711  (m)            5.61   (f) ADJUSTED    2 1
 AD5890
 AD5890.Superseded values are not recommended for survey control.
 AD5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5890.See file dsdata.txt to determine how the superseded data were derived.
 AD5890
 AD5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5890_MARKER: DJ = TIDAL STATION DISK
 AD5890_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5890+WITH SETTING: PAVEMENT
 AD5890_SP_SET: CONCRETE PORCH
 AD5890_STAMPING: NO 2 1973
 AD5890_MARK LOGO: NOS   
 AD5890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5890+STABILITY: SURFACE MOTION
 AD5890
 AD5890  HISTORY     - Date     Condition        Report By
 AD5890  HISTORY     - 1973     MONUMENTED       NOS
 AD5890  HISTORY     - 1981     GOOD             FLDNR
 AD5890  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5890
 AD5890                          STATION DESCRIPTION
 AD5890
 AD5890'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5890'1.9 MI NORTH FROM HOLLYWOOD.
 AD5890'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5890'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5890'THE MARK.  THE MARK BEARS 22.5 FEET SOUTHEAST OF THE NORTHWEST CORNER
 AD5890'OF THE SEAWALL BEHIND MOTEL, 11.5 FEET EAST OF THE WEST EDGE OF THE
 AD5890'SEAWALL, 0.5 FOOT WEST OF THE WEST SIDE OF THE MOTEL, AND
 AD5890'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5890
 AD5890                          STATION RECOVERY (1990)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (1991)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (1995)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (1998)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (2002)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5890'DESTROYED BY NEW SEAWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5891 ***********************************************************************
 AD5891  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5891  DESIGNATION -  872 2979 TIDAL 3
 AD5891  PID         -  AD5891
 AD5891  STATE/COUNTY-  FL/BROWARD
 AD5891  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5891
 AD5891                         *CURRENT SURVEY CONTROL
 AD5891  ___________________________________________________________________
 AD5891* NAD 83(1986)-  26 02 25.     (N)    080 06 53.     (W)     SCALED    
 AD5891* NAVD 88     -         1.292  (meters)       4.24   (feet)  ADJUSTED  
 AD5891  ___________________________________________________________________
 AD5891  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD5891  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 AD5891  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5891
 AD5891  VERT ORDER  -  SECOND    CLASS I
 AD5891
 AD5891.The horizontal coordinates were scaled from a topographic map and have
 AD5891.an estimated accuracy of +/- 6 seconds.
 AD5891
 AD5891.The orthometric height was determined by differential leveling
 AD5891.and adjusted by the National Geodetic Survey in June 1991..
 AD5891
 AD5891.This Tidal Bench Mark is designated as VM 5734
 AD5891.by the Center for Operational Oceanographic Products and Services.
 AD5891
 AD5891.The geoid height was determined by GEOID03.
 AD5891
 AD5891.The dynamic height is computed by dividing the NAVD 88
 AD5891.geopotential number by the normal gravity value computed on the
 AD5891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5891.degrees latitude (g = 980.6199 gals.).
 AD5891
 AD5891.The modeled gravity was interpolated from observed gravity values.
 AD5891
 AD5891;                    North         East    Units  Estimated Accuracy
 AD5891;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5891
 AD5891                          SUPERSEDED SURVEY CONTROL
 AD5891
 AD5891  NGVD 29 (09/01/92)    1.773  (m)            5.82   (f) ADJUSTED    2 1
 AD5891
 AD5891.Superseded values are not recommended for survey control.
 AD5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5891.See file dsdata.txt to determine how the superseded data were derived.
 AD5891
 AD5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5891_MARKER: DJ = TIDAL STATION DISK
 AD5891_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5891+WITH SETTING: PAVEMENT
 AD5891_SP_SET: CONCRETE PORCH
 AD5891_STAMPING: NO 3 1973
 AD5891_MARK LOGO: NOS   
 AD5891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5891+STABILITY: SURFACE MOTION
 AD5891
 AD5891  HISTORY     - Date     Condition        Report By
 AD5891  HISTORY     - 1973     MONUMENTED       NOS
 AD5891  HISTORY     - 1981     GOOD             FLDNR
 AD5891  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5891
 AD5891                          STATION DESCRIPTION
 AD5891
 AD5891'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5891'1.9 MI NORTH FROM HOLLYWOOD.
 AD5891'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5891'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5891'THE MARK.  THE MARK BEARS 10.4 FEET EAST OF THE WEST EDGE OF THE
 AD5891'SEAWALL, 9.9 FEET NORTH OF THE CENTER OF THE EAST/WEST WALKWAY BETWEEN
 AD5891'THE BUILDINGS, 0.5 FOOT WEST OF THE WEST WALL OF THE MOTEL, AND
 AD5891'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5891
 AD5891                          STATION RECOVERY (1990)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (1991)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (1995)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (1998)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (2002)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5891'DESTROYED BY NEW SEAWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5892 ***********************************************************************
 AD5892  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5892  DESIGNATION -  872 2979 TIDAL 4
 AD5892  PID         -  AD5892
 AD5892  STATE/COUNTY-  FL/BROWARD
 AD5892  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5892
 AD5892                         *CURRENT SURVEY CONTROL
 AD5892  ___________________________________________________________________
 AD5892* NAD 83(1986)-  26 02 25.     (N)    080 06 53.     (W)     SCALED    
 AD5892* NAVD 88     -         1.105  (meters)       3.63   (feet)  ADJUSTED  
 AD5892  ___________________________________________________________________
 AD5892  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD5892  DYNAMIC HT  -           1.104 (meters)       3.62  (feet)  COMP
 AD5892  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5892
 AD5892  VERT ORDER  -  SECOND    CLASS I
 AD5892
 AD5892.The horizontal coordinates were scaled from a topographic map and have
 AD5892.an estimated accuracy of +/- 6 seconds.
 AD5892
 AD5892.The orthometric height was determined by differential leveling
 AD5892.and adjusted by the National Geodetic Survey in June 1991..
 AD5892
 AD5892.This Tidal Bench Mark is designated as VM 5735
 AD5892.by the Center for Operational Oceanographic Products and Services.
 AD5892
 AD5892.The geoid height was determined by GEOID03.
 AD5892
 AD5892.The dynamic height is computed by dividing the NAVD 88
 AD5892.geopotential number by the normal gravity value computed on the
 AD5892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5892.degrees latitude (g = 980.6199 gals.).
 AD5892
 AD5892.The modeled gravity was interpolated from observed gravity values.
 AD5892
 AD5892;                    North         East    Units  Estimated Accuracy
 AD5892;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5892
 AD5892                          SUPERSEDED SURVEY CONTROL
 AD5892
 AD5892  NGVD 29 (09/01/92)    1.586  (m)            5.20   (f) ADJUSTED    2 1
 AD5892
 AD5892.Superseded values are not recommended for survey control.
 AD5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5892.See file dsdata.txt to determine how the superseded data were derived.
 AD5892
 AD5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5892_MARKER: DJ = TIDAL STATION DISK
 AD5892_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5892_SP_SET: CONCRETE WALKWAY
 AD5892_STAMPING: NO 4 1973
 AD5892_MARK LOGO: NOS   
 AD5892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5892
 AD5892  HISTORY     - Date     Condition        Report By
 AD5892  HISTORY     - 1973     MONUMENTED       NOS
 AD5892  HISTORY     - 1981     GOOD             FLDNR
 AD5892  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5892
 AD5892                          STATION DESCRIPTION
 AD5892
 AD5892'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5892'1.9 MI NORTH FROM HOLLYWOOD.
 AD5892'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5892'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5892'THE MARK.  THE MARK BEARS 100 FEET WEST OF THE CENTERLINE OF A1A, 25.3
 AD5892'FEET WEST OF THE EAST END OF THE WALKWAY, 8.3 FEET EAST OF THE
 AD5892'SOUTHWEST CORNER OF THE SEAWALL, AND RECOVERED AS DESCRIBED IN NOS
 AD5892'TIDAL DATA, QUAD 260802.
 AD5892
 AD5892                          STATION RECOVERY (1990)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (1991)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (1995)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (1998)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (2002)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5892'DESTROYED BY NEW SEAWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5893 ***********************************************************************
 AD5893  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5893  DESIGNATION -  872 2979 TIDAL 5
 AD5893  PID         -  AD5893
 AD5893  STATE/COUNTY-  FL/BROWARD
 AD5893  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5893
 AD5893                         *CURRENT SURVEY CONTROL
 AD5893  ___________________________________________________________________
 AD5893* NAD 83(1986)-  26 02 25.     (N)    080 06 53.     (W)     SCALED    
 AD5893* NAVD 88     -         1.250  (meters)       4.10   (feet)  ADJUSTED  
 AD5893  ___________________________________________________________________
 AD5893  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD5893  DYNAMIC HT  -           1.248 (meters)       4.09  (feet)  COMP
 AD5893  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5893
 AD5893  VERT ORDER  -  SECOND    CLASS I
 AD5893
 AD5893.The horizontal coordinates were scaled from a topographic map and have
 AD5893.an estimated accuracy of +/- 6 seconds.
 AD5893
 AD5893.The orthometric height was determined by differential leveling
 AD5893.and adjusted by the National Geodetic Survey in June 1991..
 AD5893
 AD5893.This Tidal Bench Mark is designated as VM 15832
 AD5893.by the Center for Operational Oceanographic Products and Services.
 AD5893
 AD5893.The geoid height was determined by GEOID03.
 AD5893
 AD5893.The dynamic height is computed by dividing the NAVD 88
 AD5893.geopotential number by the normal gravity value computed on the
 AD5893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5893.degrees latitude (g = 980.6199 gals.).
 AD5893
 AD5893.The modeled gravity was interpolated from observed gravity values.
 AD5893
 AD5893;                    North         East    Units  Estimated Accuracy
 AD5893;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5893
 AD5893                          SUPERSEDED SURVEY CONTROL
 AD5893
 AD5893  NGVD 29 (09/01/92)    1.731  (m)            5.68   (f) ADJUSTED    2 1
 AD5893
 AD5893.Superseded values are not recommended for survey control.
 AD5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5893.See file dsdata.txt to determine how the superseded data were derived.
 AD5893
 AD5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5893_MARKER: DJ = TIDAL STATION DISK
 AD5893_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5893+WITH SETTING: PAVEMENT
 AD5893_SP_SET: CONCRETE WALKWAY
 AD5893_STAMPING: NO 5 1973
 AD5893_MARK LOGO: NOS   
 AD5893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5893+STABILITY: SURFACE MOTION
 AD5893
 AD5893  HISTORY     - Date     Condition        Report By
 AD5893  HISTORY     - 1973     MONUMENTED       NOS
 AD5893  HISTORY     - 1981     GOOD             FLDNR
 AD5893  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19940308 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5893
 AD5893                          STATION DESCRIPTION
 AD5893
 AD5893'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5893'1.9 MI NORTH FROM HOLLYWOOD.
 AD5893'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5893'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5893'THE MARK.  THE MARK BEARS 45 FEET WEST OF THE CENTERLINE OF A1A,
 AD5893'3.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MOTEL, AND RECOVERED
 AD5893'AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5893
 AD5893                          STATION RECOVERY (1990)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1991)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1994)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1995)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1998)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (2002)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5893'DESTROYED BY NEW SEAWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5895 ***********************************************************************
 AD5895  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5895  DESIGNATION -  872 2982 TIDAL 3
 AD5895  PID         -  AD5895
 AD5895  STATE/COUNTY-  FL/BROWARD
 AD5895  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5895
 AD5895                         *CURRENT SURVEY CONTROL
 AD5895  ___________________________________________________________________
 AD5895* NAD 83(1986)-  26 02 01.     (N)    080 07 23.     (W)     SCALED    
 AD5895* NAVD 88     -         0.629  (meters)       2.06   (feet)  ADJUSTED  
 AD5895  ___________________________________________________________________
 AD5895  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AD5895  DYNAMIC HT  -           0.628 (meters)       2.06  (feet)  COMP
 AD5895  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5895
 AD5895  VERT ORDER  -  SECOND    CLASS I
 AD5895
 AD5895.The horizontal coordinates were scaled from a topographic map and have
 AD5895.an estimated accuracy of +/- 6 seconds.
 AD5895
 AD5895.The orthometric height was determined by differential leveling
 AD5895.and adjusted by the National Geodetic Survey in June 1991..
 AD5895
 AD5895.This Tidal Bench Mark is designated as VM 5736
 AD5895.by the Center for Operational Oceanographic Products and Services.
 AD5895
 AD5895.The geoid height was determined by GEOID03.
 AD5895
 AD5895.The dynamic height is computed by dividing the NAVD 88
 AD5895.geopotential number by the normal gravity value computed on the
 AD5895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5895.degrees latitude (g = 980.6199 gals.).
 AD5895
 AD5895.The modeled gravity was interpolated from observed gravity values.
 AD5895
 AD5895;                    North         East    Units  Estimated Accuracy
 AD5895;SPC FL E     -   188,630.      287,770.      MT  (+/- 180 meters Scaled)
 AD5895
 AD5895                          SUPERSEDED SURVEY CONTROL
 AD5895
 AD5895  NGVD 29 (09/01/92)    1.110  (m)            3.64   (f) ADJUSTED    2 1
 AD5895
 AD5895.Superseded values are not recommended for survey control.
 AD5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5895.See file dsdata.txt to determine how the superseded data were derived.
 AD5895
 AD5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877797(NAD 83)
 AD5895_MARKER: DJ = TIDAL STATION DISK
 AD5895_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5895_SP_SET: CONCRETE BULKHEAD
 AD5895_STAMPING: NO 3 1973
 AD5895_MARK LOGO: NOS   
 AD5895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5895
 AD5895  HISTORY     - Date     Condition        Report By
 AD5895  HISTORY     - 1973     MONUMENTED       NOS
 AD5895  HISTORY     - 1981     GOOD             FLDNR
 AD5895  HISTORY     - 1990     GOOD             USPSQD
 AD5895  HISTORY     - 19910618 GOOD             USPSQD
 AD5895  HISTORY     - 19940307 GOOD             USPSQD
 AD5895  HISTORY     - 19950107 GOOD             USPSQD
 AD5895  HISTORY     - 19980312 GOOD             USPSQD
 AD5895
 AD5895                          STATION DESCRIPTION
 AD5895
 AD5895'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5895'0.5 MI WEST FROM HOLLYWOOD.
 AD5895'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5895'HOLLYWOOD, GO 0.5 MILE WEST ON HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5895'LAKE AND THE MARK.  THE MARK IS SET FLUSH IN THE U-SHAPED CONCRETE
 AD5895'BULKHEAD FOR THE EAST SIDE OF THE BRIDGE, 52 FEET WEST OF THE
 AD5895'SOUTHEAST END OF THE BULKHEAD, AND RECOVERED AS DESCRIBED IN NOS
 AD5895'TIDAL DATA, QUAD 260802.
 AD5895
 AD5895                          STATION RECOVERY (1990)
 AD5895
 AD5895'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5895'RECOVERED IN GOOD CONDITION.
 AD5895
 AD5895                          STATION RECOVERY (1991)
 AD5895
 AD5895'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5895'RECOVERED IN GOOD CONDITION.
 AD5895
 AD5895                          STATION RECOVERY (1994)
 AD5895
 AD5895'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5895'RECOVERED IN GOOD CONDITION.
 AD5895
 AD5895                          STATION RECOVERY (1995)
 AD5895
 AD5895'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5895'RECOVERED IN GOOD CONDITION.
 AD5895
 AD5895                          STATION RECOVERY (1998)
 AD5895
 AD5895'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5896 ***********************************************************************
 AD5896  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5896  DESIGNATION -  872 2982 TIDAL 4
 AD5896  PID         -  AD5896
 AD5896  STATE/COUNTY-  FL/BROWARD
 AD5896  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5896
 AD5896                         *CURRENT SURVEY CONTROL
 AD5896  ___________________________________________________________________
 AD5896* NAD 83(1986)-  26 02 01.     (N)    080 07 23.     (W)     SCALED    
 AD5896* NAVD 88     -         0.683  (meters)       2.24   (feet)  ADJUSTED  
 AD5896  ___________________________________________________________________
 AD5896  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AD5896  DYNAMIC HT  -           0.682 (meters)       2.24  (feet)  COMP
 AD5896  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5896
 AD5896  VERT ORDER  -  SECOND    CLASS I
 AD5896
 AD5896.The horizontal coordinates were scaled from a topographic map and have
 AD5896.an estimated accuracy of +/- 6 seconds.
 AD5896
 AD5896.The orthometric height was determined by differential leveling
 AD5896.and adjusted by the National Geodetic Survey in June 1991..
 AD5896
 AD5896.This Tidal Bench Mark is designated as VM 5737
 AD5896.by the Center for Operational Oceanographic Products and Services.
 AD5896
 AD5896.The geoid height was determined by GEOID03.
 AD5896
 AD5896.The dynamic height is computed by dividing the NAVD 88
 AD5896.geopotential number by the normal gravity value computed on the
 AD5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5896.degrees latitude (g = 980.6199 gals.).
 AD5896
 AD5896.The modeled gravity was interpolated from observed gravity values.
 AD5896
 AD5896;                    North         East    Units  Estimated Accuracy
 AD5896;SPC FL E     -   188,630.      287,770.      MT  (+/- 180 meters Scaled)
 AD5896
 AD5896                          SUPERSEDED SURVEY CONTROL
 AD5896
 AD5896  NGVD 29 (09/01/92)    1.164  (m)            3.82   (f) ADJUSTED    2 1
 AD5896
 AD5896.Superseded values are not recommended for survey control.
 AD5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5896.See file dsdata.txt to determine how the superseded data were derived.
 AD5896
 AD5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877797(NAD 83)
 AD5896_MARKER: DJ = TIDAL STATION DISK
 AD5896_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5896_SP_SET: CONCRETE BULKHEAD
 AD5896_STAMPING: NO 4 1973
 AD5896_MARK LOGO: NOS   
 AD5896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5896
 AD5896  HISTORY     - Date     Condition        Report By
 AD5896  HISTORY     - 1973     MONUMENTED       NOS
 AD5896  HISTORY     - 1981     GOOD             FLDNR
 AD5896  HISTORY     - 1990     GOOD             USPSQD
 AD5896  HISTORY     - 19910618 GOOD             USPSQD
 AD5896  HISTORY     - 19940307 POOR             USPSQD
 AD5896  HISTORY     - 19950107 GOOD             USPSQD
 AD5896  HISTORY     - 19960312 POOR             USPSQD
 AD5896
 AD5896                          STATION DESCRIPTION
 AD5896
 AD5896'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5896'0.5 MI WEST FROM HOLLYWOOD.
 AD5896'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5896'HOLLYWOOD, GO 0.5 MILE WEST OF HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5896'LAKE AND THE MARK.  THE MARK IS SET IN THE U-SHAPED CONCRETE
 AD5896'BULKHEAD FOR THE EAST SIDE OF THE BRIDGE, 60 FEET SOUTH OF THE NORTH
 AD5896'45 DEGREE CORNER OF THE BULKHEAD, 52 FEET NORTH OF THE SOUTH 45
 AD5896'DEGREE CORNER OF THE BULKHEAD, DIRECTLY UNDER THE BRIDGE, AND
 AD5896'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5896
 AD5896                          STATION RECOVERY (1990)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5896'RECOVERED IN GOOD CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1991)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5896'RECOVERED IN GOOD CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1994)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5896'MARK RECOVERED IN POOR CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1995)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5896'RECOVERED IN GOOD CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1996)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5896'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5897 ***********************************************************************
 AD5897  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5897  DESIGNATION -  872 2982 TIDAL 5
 AD5897  PID         -  AD5897
 AD5897  STATE/COUNTY-  FL/BROWARD
 AD5897  USGS QUAD   -  PORT EVERGLADES (1983)
 AD5897
 AD5897                         *CURRENT SURVEY CONTROL
 AD5897  ___________________________________________________________________
 AD5897* NAD 83(1986)-  26 02 01.     (N)    080 07 23.     (W)     SCALED    
 AD5897* NAVD 88     -         0.685  (meters)       2.25   (feet)  ADJUSTED  
 AD5897  ___________________________________________________________________
 AD5897  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AD5897  DYNAMIC HT  -           0.684 (meters)       2.24  (feet)  COMP
 AD5897  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AD5897
 AD5897  VERT ORDER  -  SECOND    CLASS I
 AD5897
 AD5897.The horizontal coordinates were scaled from a topographic map and have
 AD5897.an estimated accuracy of +/- 6 seconds.
 AD5897
 AD5897.The orthometric height was determined by differential leveling
 AD5897.and adjusted by the National Geodetic Survey in June 1991..
 AD5897
 AD5897.This Tidal Bench Mark is designated as VM 5738
 AD5897.by the Center for Operational Oceanographic Products and Services.
 AD5897
 AD5897.The geoid height was determined by GEOID03.
 AD5897
 AD5897.The dynamic height is computed by dividing the NAVD 88
 AD5897.geopotential number by the normal gravity value computed on the
 AD5897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5897.degrees latitude (g = 980.6199 gals.).
 AD5897
 AD5897.The modeled gravity was interpolated from observed gravity values.
 AD5897
 AD5897;                    North         East    Units  Estimated Accuracy
 AD5897;SPC FL E     -   188,630.      287,770.      MT  (+/- 180 meters Scaled)
 AD5897
 AD5897                          SUPERSEDED SURVEY CONTROL
 AD5897
 AD5897  NGVD 29 (09/01/92)    1.166  (m)            3.83   (f) ADJUSTED    2 1
 AD5897
 AD5897.Superseded values are not recommended for survey control.
 AD5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5897.See file dsdata.txt to determine how the superseded data were derived.
 AD5897
 AD5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877797(NAD 83)
 AD5897_MARKER: DJ = TIDAL STATION DISK
 AD5897_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5897_SP_SET: CONCRETE BULKHEAD
 AD5897_STAMPING: NO 5 1973
 AD5897_MARK LOGO: NOS   
 AD5897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5897
 AD5897  HISTORY     - Date     Condition        Report By
 AD5897  HISTORY     - 1973     MONUMENTED       NOS
 AD5897  HISTORY     - 1981     GOOD             FLDNR
 AD5897  HISTORY     - 1990     GOOD             USPSQD
 AD5897  HISTORY     - 19910618 GOOD             USPSQD
 AD5897  HISTORY     - 19950107 GOOD             USPSQD
 AD5897  HISTORY     - 19980312 GOOD             USPSQD
 AD5897
 AD5897                          STATION DESCRIPTION
 AD5897
 AD5897'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5897'0.5 MI WEST FROM HOLLYWOOD.
 AD5897'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5897'HOLLYWOOD, GO 0.5 MILE WEST ON HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5897'LAKE AND THE MARK.  THE MARK BEARS 78 FEET WEST OF THE NORTHEAST END
 AD5897'OF THE U-SHAPED CONCRETE BULKHEAD FOR THE EAST SIDE OF THE BRIDGE,
 AD5897'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5897
 AD5897                          STATION RECOVERY (1990)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (1991)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (1995)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (1998)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3273 ***********************************************************************
 AC3273  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3273  DESIGNATION -  872 3026 F TIDAL
 AC3273  PID         -  AC3273
 AC3273  STATE/COUNTY-  FL/MIAMI-DADE
 AC3273  USGS QUAD   -  NORTH MIAMI (1988)
 AC3273
 AC3273                         *CURRENT SURVEY CONTROL
 AC3273  ___________________________________________________________________
 AC3273* NAD 83(1986)-  25 57 58.     (N)    080 07 33.     (W)     SCALED    
 AC3273* NAVD 88     -         1.260  (meters)       4.13   (feet)  ADJUSTED  
 AC3273  ___________________________________________________________________
 AC3273  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3273  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 AC3273  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AC3273
 AC3273  VERT ORDER  -  SECOND    CLASS I
 AC3273
 AC3273.The horizontal coordinates were scaled from a topographic map and have
 AC3273.an estimated accuracy of +/- 6 seconds.
 AC3273
 AC3273.The orthometric height was determined by differential leveling
 AC3273.and adjusted by the National Geodetic Survey in June 1991..
 AC3273
 AC3273.This Tidal Bench Mark is designated as VM 5742
 AC3273.by the Center for Operational Oceanographic Products and Services.
 AC3273
 AC3273.The geoid height was determined by GEOID03.
 AC3273
 AC3273.The dynamic height is computed by dividing the NAVD 88
 AC3273.geopotential number by the normal gravity value computed on the
 AC3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3273.degrees latitude (g = 980.6199 gals.).
 AC3273
 AC3273.The modeled gravity was interpolated from observed gravity values.
 AC3273
 AC3273;                    North         East    Units  Estimated Accuracy
 AC3273;SPC FL E     -   181,150.      287,540.      MT  (+/- 180 meters Scaled)
 AC3273
 AC3273                          SUPERSEDED SURVEY CONTROL
 AC3273
 AC3273  NGVD 29 (09/01/92)    1.738  (m)            5.70   (f) ADJUSTED    2 1
 AC3273
 AC3273.Superseded values are not recommended for survey control.
 AC3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3273.See file dsdata.txt to determine how the superseded data were derived.
 AC3273
 AC3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ875722(NAD 83)
 AC3273_MARKER: DJ = TIDAL STATION DISK
 AC3273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3273_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AC3273_STAMPING: 3026 F 1981
 AC3273_MARK LOGO: NOS   
 AC3273_PROJECTION: FLUSH
 AC3273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3273+STABILITY: POSITION/ELEVATION WELL
 AC3273_ROD/PIPE-DEPTH: 4.57 meters
 AC3273
 AC3273  HISTORY     - Date     Condition        Report By
 AC3273  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3273  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AC3273  HISTORY     - 20041213 GOOD             FLDT
 AC3273
 AC3273                          STATION DESCRIPTION
 AC3273
 AC3273'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3273'2.6 MI EAST FROM HALLANDALE.
 AC3273'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3273'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3273'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3273'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 0.925 MILE
 AC3273'NORTH AND EAST ON COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3273'48.5 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF COUNTRY
 AC3273'CLUB DRIVE, 12.9 FEET SOUTH-SOUTHEAST OF THE CENTER OF A MANHOLE
 AC3273'COVER, 1.4 FEET SOUTH OF THE SOUTH EDGE OF A BIKE PATH, 0.7 FOOT
 AC3273'NORTH OF A WOOD RAIL FENCE, APPROXIMATELY 240 FEET EAST OF BENCH MARK
 AC3273'3026 G 1981, AND 144 FEET SOUTH-SOUTHWEST OF BENCH MARK 3026 K 1981.
 AC3273'THE MARK IS 0.2 FT BELOW GROUND.
 AC3273
 AC3273                          STATION RECOVERY (1995)
 AC3273
 AC3273'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3273'MARK NOT FOUND.
 AC3273
 AC3273                          STATION RECOVERY (2004)
 AC3273
 AC3273'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AC3273'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3272 ***********************************************************************
 AC3272  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3272  DESIGNATION -  872 3026 G TIDAL
 AC3272  PID         -  AC3272
 AC3272  STATE/COUNTY-  FL/MIAMI-DADE
 AC3272  USGS QUAD   -  NORTH MIAMI (1988)
 AC3272
 AC3272                         *CURRENT SURVEY CONTROL
 AC3272  ___________________________________________________________________
 AC3272* NAD 83(1986)-  25 57 57.     (N)    080 07 35.     (W)     SCALED    
 AC3272* NAVD 88     -         1.268  (meters)       4.16   (feet)  ADJUSTED  
 AC3272  ___________________________________________________________________
 AC3272  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3272  DYNAMIC HT  -           1.266 (meters)       4.15  (feet)  COMP
 AC3272  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AC3272
 AC3272  VERT ORDER  -  SECOND    CLASS I
 AC3272
 AC3272.The horizontal coordinates were scaled from a topographic map and have
 AC3272.an estimated accuracy of +/- 6 seconds.
 AC3272
 AC3272.The orthometric height was determined by differential leveling
 AC3272.and adjusted by the National Geodetic Survey in June 1991..
 AC3272
 AC3272.This Tidal Bench Mark is designated as VM 5743
 AC3272.by the Center for Operational Oceanographic Products and Services.
 AC3272
 AC3272.The geoid height was determined by GEOID03.
 AC3272
 AC3272.The dynamic height is computed by dividing the NAVD 88
 AC3272.geopotential number by the normal gravity value computed on the
 AC3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3272.degrees latitude (g = 980.6199 gals.).
 AC3272
 AC3272.The modeled gravity was interpolated from observed gravity values.
 AC3272
 AC3272;                    North         East    Units  Estimated Accuracy
 AC3272;SPC FL E     -   181,120.      287,490.      MT  (+/- 180 meters Scaled)
 AC3272
 AC3272                          SUPERSEDED SURVEY CONTROL
 AC3272
 AC3272  NGVD 29 (09/01/92)    1.747  (m)            5.73   (f) ADJUSTED    2 1
 AC3272
 AC3272.Superseded values are not recommended for survey control.
 AC3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3272.See file dsdata.txt to determine how the superseded data were derived.
 AC3272
 AC3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ874721(NAD 83)
 AC3272_MARKER: DJ = TIDAL STATION DISK
 AC3272_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3272_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AC3272_STAMPING: 3026 G 1981
 AC3272_MARK LOGO: NOS   
 AC3272_PROJECTION: FLUSH
 AC3272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3272+STABILITY: POSITION/ELEVATION WELL
 AC3272_ROD/PIPE-DEPTH: 7.32 meters
 AC3272
 AC3272  HISTORY     - Date     Condition        Report By
 AC3272  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3272  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AC3272  HISTORY     - 20041213 GOOD             FLDT
 AC3272
 AC3272                          STATION DESCRIPTION
 AC3272
 AC3272'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3272'2.55 MI EAST FROM HALLANDALE.
 AC3272'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3272'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3272'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3272'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 0.9 MILE
 AC3272'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3272'39.9 FEET SOUTH OF THE EASTBOUND LANE OF COUNTRY CLUB DRIVE, 0.6 FOOT
 AC3272'NORTH OF A WOOD RAIL FENCE, 1.0 FOOT SOUTH OF THE SOUTH EDGE OF A
 AC3272'BIKE PATH, 90.5 FEET SOUTHEAST OF A CONCRETE LIGHT POLE NUMBERED
 AC3272'34 HO 1557 (ON THE SOUTH SIDE) AND 68 HO 1557 (ON THE NORTH SIDE),
 AC3272'APPROXIMATELY 280 FEET EAST OF BENCH MARK 3026 H 1981, AND
 AC3272'APPROXIMATELY 240 FEET WEST OF BENCH MARK 3026 F 1981.
 AC3272'THE MARK IS 0.2 FT BELOW GROUND.
 AC3272
 AC3272                          STATION RECOVERY (1995)
 AC3272
 AC3272'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3272'MARK NOT FOUND.
 AC3272
 AC3272                          STATION RECOVERY (2004)
 AC3272
 AC3272'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AC3272'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3271 ***********************************************************************
 AC3271  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3271  DESIGNATION -  872 3026 H TIDAL
 AC3271  PID         -  AC3271
 AC3271  STATE/COUNTY-  FL/MIAMI-DADE
 AC3271  USGS QUAD   -  NORTH MIAMI (1988)
 AC3271
 AC3271                         *CURRENT SURVEY CONTROL
 AC3271  ___________________________________________________________________
 AC3271* NAD 83(1986)-  25 57 56.     (N)    080 07 40.     (W)     SCALED    
 AC3271* NAVD 88     -         0.972  (meters)       3.19   (feet)  ADJUSTED  
 AC3271  ___________________________________________________________________
 AC3271  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AC3271  DYNAMIC HT  -           0.971 (meters)       3.19  (feet)  COMP
 AC3271  MODELED GRAV-     979,048.2   (mgal)                       NAVD 88
 AC3271
 AC3271  VERT ORDER  -  SECOND    CLASS I
 AC3271
 AC3271.The horizontal coordinates were scaled from a topographic map and have
 AC3271.an estimated accuracy of +/- 6 seconds.
 AC3271
 AC3271.The orthometric height was determined by differential leveling
 AC3271.and adjusted by the National Geodetic Survey in June 1991..
 AC3271
 AC3271.This Tidal Bench Mark is designated as VM 5744
 AC3271.by the Center for Operational Oceanographic Products and Services.
 AC3271
 AC3271.The geoid height was determined by GEOID03.
 AC3271
 AC3271.The dynamic height is computed by dividing the NAVD 88
 AC3271.geopotential number by the normal gravity value computed on the
 AC3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3271.degrees latitude (g = 980.6199 gals.).
 AC3271
 AC3271.The modeled gravity was interpolated from observed gravity values.
 AC3271
 AC3271;                    North         East    Units  Estimated Accuracy
 AC3271;SPC FL E     -   181,090.      287,350.      MT  (+/- 180 meters Scaled)
 AC3271
 AC3271                          SUPERSEDED SURVEY CONTROL
 AC3271
 AC3271  NGVD 29 (09/01/92)    1.450  (m)            4.76   (f) ADJUSTED    2 1
 AC3271
 AC3271.Superseded values are not recommended for survey control.
 AC3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3271.See file dsdata.txt to determine how the superseded data were derived.
 AC3271
 AC3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ873721(NAD 83)
 AC3271_MARKER: DJ = TIDAL STATION DISK
 AC3271_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3271_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AC3271_STAMPING: 3026 H 1981
 AC3271_MARK LOGO: NOS   
 AC3271_PROJECTION: FLUSH
 AC3271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3271+STABILITY: POSITION/ELEVATION WELL
 AC3271_ROD/PIPE-DEPTH: 6.10 meters
 AC3271
 AC3271  HISTORY     - Date     Condition        Report By
 AC3271  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3271  HISTORY     - 19950722 GOOD             USPSQD
 AC3271
 AC3271                          STATION DESCRIPTION
 AC3271
 AC3271'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3271'2.5 MI EAST FROM HALLANDALE.
 AC3271'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3271'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3271'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3271'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 0.85 MILE
 AC3271'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK, WHICH IS A STEEL
 AC3271'ROD SET ON THE SOUTH SIDE OF THE ROAD.  THE MARK BEARS 28.8 FEET
 AC3271'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF COUNTRY CLUB DRIVE
 AC3271'WEST, 8.2 FEET NORTH OF THE NORTH EDGE OF A BIKE PATH, 4.3 FEET WEST
 AC3271'OF A 12-INCH DIAMETER PALM TREE (THE WESTERNMOST TREE IN A GROUP OF
 AC3271'FIVE PALMS), 70.6 FEET SOUTHEAST OF A CONCRETE LIGHT POLE NUMBERED
 AC3271'32 HO 1557 ON ITS SOUTH SIDE, AND 66 HO 1557 ON ITS NORTH SIDE, AND
 AC3271'APPROXIMATELY 280 FEET WEST OF BENCH MARK 3026 G 1981.
 AC3271'THE MARK IS 0.3 FT BELOW GROUND.
 AC3271
 AC3271                          STATION RECOVERY (1995)
 AC3271
 AC3271'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3275 ***********************************************************************
 AC3275  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3275  DESIGNATION -  872 3026 J TIDAL
 AC3275  PID         -  AC3275
 AC3275  STATE/COUNTY-  FL/MIAMI-DADE
 AC3275  USGS QUAD   -  NORTH MIAMI (1988)
 AC3275
 AC3275                         *CURRENT SURVEY CONTROL
 AC3275  ___________________________________________________________________
 AC3275* NAD 83(1986)-  25 58 00.     (N)    080 07 31.     (W)     SCALED    
 AC3275* NAVD 88     -         0.938  (meters)       3.08   (feet)  ADJUSTED  
 AC3275  ___________________________________________________________________
 AC3275  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3275  DYNAMIC HT  -           0.937 (meters)       3.07  (feet)  COMP
 AC3275  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AC3275
 AC3275  VERT ORDER  -  SECOND    CLASS I
 AC3275
 AC3275.The horizontal coordinates were scaled from a topographic map and have
 AC3275.an estimated accuracy of +/- 6 seconds.
 AC3275
 AC3275.The orthometric height was determined by differential leveling
 AC3275.and adjusted by the National Geodetic Survey in June 1991..
 AC3275
 AC3275.This Tidal Bench Mark is designated as VM 5745
 AC3275.by the Center for Operational Oceanographic Products and Services.
 AC3275
 AC3275.The geoid height was determined by GEOID03.
 AC3275
 AC3275.The dynamic height is computed by dividing the NAVD 88
 AC3275.geopotential number by the normal gravity value computed on the
 AC3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3275.degrees latitude (g = 980.6199 gals.).
 AC3275
 AC3275.The modeled gravity was interpolated from observed gravity values.
 AC3275
 AC3275;                    North         East    Units  Estimated Accuracy
 AC3275;SPC FL E     -   181,220.      287,600.      MT  (+/- 180 meters Scaled)
 AC3275
 AC3275                          SUPERSEDED SURVEY CONTROL
 AC3275
 AC3275  NGVD 29 (09/01/92)    1.416  (m)            4.65   (f) ADJUSTED    2 1
 AC3275
 AC3275.Superseded values are not recommended for survey control.
 AC3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3275.See file dsdata.txt to determine how the superseded data were derived.
 AC3275
 AC3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ875722(NAD 83)
 AC3275_MARKER: DJ = TIDAL STATION DISK
 AC3275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3275_SP_SET: CONCRETE STORM DRAIN FOUNDATIO
 AC3275_STAMPING: 3026 J 1981
 AC3275_MARK LOGO: NOS   
 AC3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3275+STABILITY: SURFACE MOTION
 AC3275
 AC3275  HISTORY     - Date     Condition        Report By
 AC3275  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3275  HISTORY     - 19950722 GOOD             USPSQD
 AC3275
 AC3275                          STATION DESCRIPTION
 AC3275
 AC3275'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3275'2.6 MI EAST FROM HALLANDALE.
 AC3275'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3275'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3275'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3275'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 1.0 MILE
 AC3275'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3275'37.1 FEET NORTH-NORTHEAST OF THE WESTBOUND LANE OF COUNTRY CLUB DRIVE,
 AC3275'17.9 FEET SOUTH-SOUTHWEST OF THE EASTBOUND LANE OF COUNTRY CLUB DRIVE
 AC3275'(ALSO SOUTH OF THE INTERSECTION WITH THE EAST DRIVE TO THE FLAMENCO
 AC3275'TOWERS), 22.4 FEET NORTH-NORTHWEST OF A CONCRETE LIGHT POLE NUMBERED
 AC3275'2300 HO 18 (ON THE SOUTH SIDE) AND 19 (ON THE NORTH SIDE), AND
 AC3275'APPROXIMATELY 400 FEET WEST-NORTHWEST OF BENCH MARK 3026 K 1981.
 AC3275'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3275
 AC3275                          STATION RECOVERY (1995)
 AC3275
 AC3275'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3274 ***********************************************************************
 AC3274  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3274  DESIGNATION -  872 3026 K TIDAL
 AC3274  PID         -  AC3274
 AC3274  STATE/COUNTY-  FL/MIAMI-DADE
 AC3274  USGS QUAD   -  NORTH MIAMI (1988)
 AC3274
 AC3274                         *CURRENT SURVEY CONTROL
 AC3274  ___________________________________________________________________
 AC3274* NAD 83(1986)-  25 57 59.     (N)    080 07 32.     (W)     SCALED    
 AC3274* NAVD 88     -         0.954  (meters)       3.13   (feet)  ADJUSTED  
 AC3274  ___________________________________________________________________
 AC3274  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3274  DYNAMIC HT  -           0.953 (meters)       3.13  (feet)  COMP
 AC3274  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AC3274
 AC3274  VERT ORDER  -  SECOND    CLASS I
 AC3274
 AC3274.The horizontal coordinates were scaled from a topographic map and have
 AC3274.an estimated accuracy of +/- 6 seconds.
 AC3274
 AC3274.The orthometric height was determined by differential leveling
 AC3274.and adjusted by the National Geodetic Survey in June 1991..
 AC3274
 AC3274.This Tidal Bench Mark is designated as VM 5746
 AC3274.by the Center for Operational Oceanographic Products and Services.
 AC3274
 AC3274.The geoid height was determined by GEOID03.
 AC3274
 AC3274.The dynamic height is computed by dividing the NAVD 88
 AC3274.geopotential number by the normal gravity value computed on the
 AC3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3274.degrees latitude (g = 980.6199 gals.).
 AC3274
 AC3274.The modeled gravity was interpolated from observed gravity values.
 AC3274
 AC3274;                    North         East    Units  Estimated Accuracy
 AC3274;SPC FL E     -   181,180.      287,570.      MT  (+/- 180 meters Scaled)
 AC3274
 AC3274                          SUPERSEDED SURVEY CONTROL
 AC3274
 AC3274  NGVD 29 (09/01/92)    1.432  (m)            4.70   (f) ADJUSTED    2 1
 AC3274
 AC3274.Superseded values are not recommended for survey control.
 AC3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3274.See file dsdata.txt to determine how the superseded data were derived.
 AC3274
 AC3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ875722(NAD 83)
 AC3274_MARKER: DJ = TIDAL STATION DISK
 AC3274_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3274_SP_SET: CONCRETE STORM DRAIN FOUNDATIO
 AC3274_STAMPING: 3026 K 1981
 AC3274_MARK LOGO: NOS   
 AC3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3274+STABILITY: SURFACE MOTION
 AC3274
 AC3274  HISTORY     - Date     Condition        Report By
 AC3274  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3274  HISTORY     - 19950722 GOOD             USPSQD
 AC3274
 AC3274                          STATION DESCRIPTION
 AC3274
 AC3274'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3274'2.6 MI EAST FROM HALLANDALE.
 AC3274'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3274'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3274'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3274'AVENTURA BOULEVARD TO ITS END ON COUNTRY CLUB DRIVE, GO 0.925 MILE
 AC3274'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3274'26.4 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF COUNTRY
 AC3274'CLUB DRIVE, 69.7 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE
 AC3274'ELDORADO APARTMENTS, 10.9 FEET WEST OF THE SOUTHWEST CORNER OF A
 AC3274'CONCRETE BASE OF A BUS STOP AREA, 0.8 FOOT WEST OF THE NORTHEAST
 AC3274'CORNER OF A CONCRETE STORM DRAIN FOUNDATION, 55.0 FEET NORTH
 AC3274'NORTHEAST OF A CONCRETE LIGHT POLE NUMBERED 74 HO 1557 (ON THE
 AC3274'SOUTH SIDE) AND 73 HO 1557 (ON THE NORTH SIDE), AND APPROXIMATELY
 AC3274'400 FEET WEST-NORTHWEST OF BENCH MARK 3026 J 1981, AND 144 FEET
 AC3274'NORTH-NORTHEAST OF BENCH MARK 3026 F 1981.
 AC3274'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3274
 AC3274                          STATION RECOVERY (1995)
 AC3274
 AC3274'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3276 ***********************************************************************
 AC3276  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3276  DESIGNATION -  872 3026 TIDAL 5
 AC3276  PID         -  AC3276
 AC3276  STATE/COUNTY-  FL/MIAMI-DADE
 AC3276  USGS QUAD   -  NORTH MIAMI (1988)
 AC3276
 AC3276                         *CURRENT SURVEY CONTROL
 AC3276  ___________________________________________________________________
 AC3276* NAD 83(1986)-  25 58 01.     (N)    080 07 29.     (W)     SCALED    
 AC3276* NAVD 88     -         0.974  (meters)       3.20   (feet)  ADJUSTED  
 AC3276  ___________________________________________________________________
 AC3276  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3276  DYNAMIC HT  -           0.972 (meters)       3.19  (feet)  COMP
 AC3276  MODELED GRAV-     979,048.0   (mgal)                       NAVD 88
 AC3276
 AC3276  VERT ORDER  -  SECOND    CLASS I
 AC3276
 AC3276.The horizontal coordinates were scaled from a topographic map and have
 AC3276.an estimated accuracy of +/- 6 seconds.
 AC3276
 AC3276.The orthometric height was determined by differential leveling
 AC3276.and adjusted by the National Geodetic Survey in June 1991..
 AC3276
 AC3276.This Tidal Bench Mark is designated as VM 5741
 AC3276.by the Center for Operational Oceanographic Products and Services.
 AC3276
 AC3276.The geoid height was determined by GEOID03.
 AC3276
 AC3276.The dynamic height is computed by dividing the NAVD 88
 AC3276.geopotential number by the normal gravity value computed on the
 AC3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3276.degrees latitude (g = 980.6199 gals.).
 AC3276
 AC3276.The modeled gravity was interpolated from observed gravity values.
 AC3276
 AC3276;                    North         East    Units  Estimated Accuracy
 AC3276;SPC FL E     -   181,250.      287,650.      MT  (+/- 180 meters Scaled)
 AC3276
 AC3276                          SUPERSEDED SURVEY CONTROL
 AC3276
 AC3276  NGVD 29 (09/01/92)    1.452  (m)            4.76   (f) ADJUSTED    2 1
 AC3276
 AC3276.Superseded values are not recommended for survey control.
 AC3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3276.See file dsdata.txt to determine how the superseded data were derived.
 AC3276
 AC3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876723(NAD 83)
 AC3276_MARKER: DJ = TIDAL STATION DISK
 AC3276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3276_SP_SET: CONCRETE BASIN
 AC3276_STAMPING: NO 5 1973
 AC3276_MARK LOGO: NOS   
 AC3276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3276
 AC3276  HISTORY     - Date     Condition        Report By
 AC3276  HISTORY     - 1973     MONUMENTED       NOS
 AC3276  HISTORY     - 1981     GOOD             FLDNR
 AC3276  HISTORY     - 19950722 GOOD             USPSQD
 AC3276
 AC3276                          STATION DESCRIPTION
 AC3276
 AC3276'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3276'3.5 MI SE FROM HALLANDALE.
 AC3276'BEGIN ON U.S. HIGHWAY 1 IN HALLANDALE, AT THE ENTRANCE TO THE
 AC3276'GULFSTREAM PARK RACETRACK, GO 1.2 MILES SOUTH ON U.S. 1 TO THE
 AC3276'ENTRANCE TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45
 AC3276'MILE EAST ON AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO
 AC3276'1.15 MILES NORTH AND EAST ON COUNTRY CLUB DRIVE TO THE ENTRANCE TO
 AC3276'THE HAMPTON CONDOMINIUM CONSTRUCTION SITE AND THE MARK.  THE MARK IS
 AC3276'LOCATED AT THE NORTHEAST CORNER OF THE CONDOMINIUM PROPERTY SITE AND
 AC3276'IS SET IN THE NORTHEAST CORNER OF A RECTANGULAR BASIN CUT OUT ADJACENT
 AC3276'TO THE INTRACOASTAL WATERWAY, AND RECOVERED AS DESCRIBED IN NOS TIDAL
 AC3276'DATA, QUAD 250801.  (ACCORDING TO THE CONSTRUCTION ENGINEERS THE MARK
 AC3276'WILL BE DESTROYED IN ABOUT A YEAR BY RECONSTRUCTION OF THE SEAWALL.)
 AC3276
 AC3276                          STATION RECOVERY (1995)
 AC3276
 AC3276'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3284 ***********************************************************************
 AC3284  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3284  DESIGNATION -  872 3044 F TIDAL FLDNR
 AC3284  PID         -  AC3284
 AC3284  STATE/COUNTY-  FL/MIAMI-DADE
 AC3284  USGS QUAD   -  NORTH MIAMI (1988)
 AC3284
 AC3284                         *CURRENT SURVEY CONTROL
 AC3284  ___________________________________________________________________
 AC3284* NAD 83(1986)-  25 56 31.     (N)    080 07 29.     (W)     SCALED    
 AC3284* NAVD 88     -         0.492  (meters)       1.61   (feet)  ADJUSTED  
 AC3284  ___________________________________________________________________
 AC3284  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3284  DYNAMIC HT  -           0.491 (meters)       1.61  (feet)  COMP
 AC3284  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AC3284
 AC3284  VERT ORDER  -  SECOND    CLASS I
 AC3284
 AC3284.The horizontal coordinates were scaled from a topographic map and have
 AC3284.an estimated accuracy of +/- 6 seconds.
 AC3284
 AC3284.The orthometric height was determined by differential leveling
 AC3284.and adjusted by the National Geodetic Survey in June 1991..
 AC3284
 AC3284.This Tidal Bench Mark is designated as VM 5749
 AC3284.by the Center for Operational Oceanographic Products and Services.
 AC3284
 AC3284.The geoid height was determined by GEOID03.
 AC3284
 AC3284.The dynamic height is computed by dividing the NAVD 88
 AC3284.geopotential number by the normal gravity value computed on the
 AC3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3284.degrees latitude (g = 980.6199 gals.).
 AC3284
 AC3284.The modeled gravity was interpolated from observed gravity values.
 AC3284
 AC3284;                    North         East    Units  Estimated Accuracy
 AC3284;SPC FL E     -   178,480.      287,670.      MT  (+/- 180 meters Scaled)
 AC3284
 AC3284                          SUPERSEDED SURVEY CONTROL
 AC3284
 AC3284  NGVD 29 (09/01/92)    0.965  (m)            3.17   (f) ADJUSTED    2 1
 AC3284
 AC3284.Superseded values are not recommended for survey control.
 AC3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3284.See file dsdata.txt to determine how the superseded data were derived.
 AC3284
 AC3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876695(NAD 83)
 AC3284_MARKER: DJ = TIDAL STATION DISK
 AC3284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3284_SP_SET: CONCRETE BOX DRAIN
 AC3284_STAMPING: 3044 F 1982 BSM
 AC3284_MARK LOGO: FLDNR 
 AC3284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3284
 AC3284  HISTORY     - Date     Condition        Report By
 AC3284  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3284
 AC3284                          STATION DESCRIPTION
 AC3284
 AC3284'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3284'IN SUNNY ISLES.
 AC3284'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3284'STATE ROAD A1A (COLLINS AVENUE) IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3284'NORTH ON A1A TO 178TH STREET, GO 0.1 MILE WEST ON 178TH STREET  TO
 AC3284'ATLANTIC BOULEVARD, GO 0.05 MILE NORTH ON ATLANTIC BOULEVARD TO 180TH
 AC3284'DRIVE, GO 0.15 MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A
 AC3284'NORTH/SOUTH ROAD AND THE MARK.  THE MARK IS SET FLUSH IN THE CORNER
 AC3284'OF A 4-FOOT BY 3-FOOT CONCRETE BOX DRAIN.  THE MARK BEARS 14.7 FEET
 AC3284'WEST OF THE CENTERLINE OF A NORTH/SOUTH ROAD, 52.5 FEET WEST-NORTHWEST
 AC3284'OF BENCH MARK 3044 H 1982 BSM.  THE MARK IS ALSO ACROSS THE ROAD FROM
 AC3284'THE JUNCTION OF 180TH DRIVE AND A NORTH/SOUTH ROAD.
 AC3284'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3282 ***********************************************************************
 AC3282  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3282  DESIGNATION -  872 3044 G TIDAL FLDNR
 AC3282  PID         -  AC3282
 AC3282  STATE/COUNTY-  FL/MIAMI-DADE
 AC3282  USGS QUAD   -  
 AC3282
 AC3282                         *CURRENT SURVEY CONTROL
 AC3282  ___________________________________________________________________
 AC3282* NAD 83(1986)-  25 56 27.     (N)    080 07 18.     (W)     SCALED    
 AC3282* NAVD 88     -         1.395  (meters)       4.58   (feet)  ADJUSTED  
 AC3282  ___________________________________________________________________
 AC3282  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AC3282  DYNAMIC HT  -           1.393 (meters)       4.57  (feet)  COMP
 AC3282  MODELED GRAV-     979,046.3   (mgal)                       NAVD 88
 AC3282
 AC3282  VERT ORDER  -  SECOND    CLASS I
 AC3282
 AC3282.The horizontal coordinates were scaled from a topographic map and have
 AC3282.an estimated accuracy of +/- 6 seconds.
 AC3282
 AC3282.The orthometric height was determined by differential leveling
 AC3282.and adjusted by the National Geodetic Survey in June 1991..
 AC3282
 AC3282.This Tidal Bench Mark is designated as VM 5750
 AC3282.by the Center for Operational Oceanographic Products and Services.
 AC3282
 AC3282.The geoid height was determined by GEOID03.
 AC3282
 AC3282.The dynamic height is computed by dividing the NAVD 88
 AC3282.geopotential number by the normal gravity value computed on the
 AC3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3282.degrees latitude (g = 980.6199 gals.).
 AC3282
 AC3282.The modeled gravity was interpolated from observed gravity values.
 AC3282
 AC3282;                    North         East    Units  Estimated Accuracy
 AC3282;SPC FL E     -   178,360.      287,980.      MT  (+/- 180 meters Scaled)
 AC3282
 AC3282                          SUPERSEDED SURVEY CONTROL
 AC3282
 AC3282  NGVD 29 (09/01/92)    1.867  (m)            6.13   (f) ADJUSTED    2 1
 AC3282
 AC3282.Superseded values are not recommended for survey control.
 AC3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3282.See file dsdata.txt to determine how the superseded data were derived.
 AC3282
 AC3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ879694(NAD 83)
 AC3282_MARKER: DJ = TIDAL STATION DISK
 AC3282_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3282+WITH SETTING: PAVEMENT
 AC3282_SP_SET: CONCRETE FOUNDATION
 AC3282_STAMPING: 3044 G 1982 BSM
 AC3282_MARK LOGO: FLDNR 
 AC3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3282+STABILITY: SURFACE MOTION
 AC3282
 AC3282  HISTORY     - Date     Condition        Report By
 AC3282  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3282  HISTORY     - 20010621 MARK NOT FOUND   INDIV
 AC3282
 AC3282                          STATION DESCRIPTION
 AC3282
 AC3282'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3282'IN SUNNY ISLES.
 AC3282'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3282'STATE ROAD A1A (COLLINS AVENUE) IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3282'SOUTH ALONG A1A TO THE MARK.  THE MARK IS SET FLUSH IN THE NORTHEAST
 AC3282'CORNER OF A CONCRETE FOUNDATION FOR A TRAFFIC CONTROL BOX. THE MARK
 AC3282'BEARS 18.3 FEET WEST OF THE WEST EDGE OF A1A, 31.3 FEET SOUTH OF THE
 AC3282'CENTERLINE OF 178TH STREET, AND 6.7 FEET NORTHWEST OF THE NORTHWEST
 AC3282'CORNER OF A SQUARE CONCRETE TRAFFIC LIGHT POWER POLE.
 AC3282'THE MARK IS 0.5 FT ABOVE SIDEWALK.
 AC3282
 AC3282                          STATION RECOVERY (2001)
 AC3282
 AC3282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KCJ)
 AC3282'THE STATION WAS NOT FOUND DUE TO CONSTRUCTION (WIDENING) OF STATE ROAD
 AC3282'A-1-A AND 178 STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3283 ***********************************************************************
 AC3283  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3283  DESIGNATION -  872 3044 H TIDAL FLDNR
 AC3283  PID         -  AC3283
 AC3283  STATE/COUNTY-  FL/MIAMI-DADE
 AC3283  USGS QUAD   -  NORTH MIAMI (1988)
 AC3283
 AC3283                         *CURRENT SURVEY CONTROL
 AC3283  ___________________________________________________________________
 AC3283* NAD 83(1986)-  25 56 31.     (N)    080 07 29.     (W)     SCALED    
 AC3283* NAVD 88     -         0.477  (meters)       1.56   (feet)  ADJUSTED  
 AC3283  ___________________________________________________________________
 AC3283  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3283  DYNAMIC HT  -           0.476 (meters)       1.56  (feet)  COMP
 AC3283  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AC3283
 AC3283  VERT ORDER  -  SECOND    CLASS I
 AC3283
 AC3283.The horizontal coordinates were scaled from a topographic map and have
 AC3283.an estimated accuracy of +/- 6 seconds.
 AC3283
 AC3283.The orthometric height was determined by differential leveling
 AC3283.and adjusted by the National Geodetic Survey in June 1991..
 AC3283
 AC3283.This Tidal Bench Mark is designated as VM 5751
 AC3283.by the Center for Operational Oceanographic Products and Services.
 AC3283
 AC3283.The geoid height was determined by GEOID03.
 AC3283
 AC3283.The dynamic height is computed by dividing the NAVD 88
 AC3283.geopotential number by the normal gravity value computed on the
 AC3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3283.degrees latitude (g = 980.6199 gals.).
 AC3283
 AC3283.The modeled gravity was interpolated from observed gravity values.
 AC3283
 AC3283;                    North         East    Units  Estimated Accuracy
 AC3283;SPC FL E     -   178,480.      287,670.      MT  (+/- 180 meters Scaled)
 AC3283
 AC3283                          SUPERSEDED SURVEY CONTROL
 AC3283
 AC3283  NGVD 29 (09/01/92)    0.950  (m)            3.12   (f) ADJUSTED    2 1
 AC3283
 AC3283.Superseded values are not recommended for survey control.
 AC3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3283.See file dsdata.txt to determine how the superseded data were derived.
 AC3283
 AC3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876695(NAD 83)
 AC3283_MARKER: DJ = TIDAL STATION DISK
 AC3283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3283_SP_SET: CONCRETE BOX DRAIN
 AC3283_STAMPING: 3044 H 1982 BSM
 AC3283_MARK LOGO: FLDNR 
 AC3283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3283
 AC3283  HISTORY     - Date     Condition        Report By
 AC3283  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3283
 AC3283                          STATION DESCRIPTION
 AC3283
 AC3283'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3283'IN SUNNY ISLES.
 AC3283'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3283'STATE ROAD A1A (COLLINS AVENUE) IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3283'NORTH ON A1A TO 178TH STREET.  GO 0.1 MILE WEST ON 178TH STREET TO
 AC3283'ATLANTIC BLVD, GO 0.05 MILE NORTH ON ATLANTIC BOULEVARD TO 180TH
 AC3283'DRIVE, GO 0.15 MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A
 AC3283'NORTH/SOUTH ROAD AND THE MARK.  THE MARK IS SET FLUSH IN THE CORNER
 AC3283'OF A 4-FOOT BY 3-FOOT CONCRETE BOX DRAIN.  THE MARK BEARS 29.2 FEET
 AC3283'EAST OF THE CENTERLINE OF THE NORTH/SOUTH ROAD, 25.5 FEET SOUTH OF
 AC3283'THE CENTERLINE OF 180TH DRIVE, 22.3 FEET NORTHWEST OF THE NORTHWEST
 AC3283'EDGE OF A SIDEWALK WHERE IT MAKES A RIGHT ANGLE TURN AND 52.5 FEET
 AC3283'EAST-SOUTHEAST OF BENCH MARK 3044 F 1982 BSM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3285 ***********************************************************************
 AC3285  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3285  DESIGNATION -  872 3044 TIDAL 3
 AC3285  PID         -  AC3285
 AC3285  STATE/COUNTY-  FL/MIAMI-DADE
 AC3285  USGS QUAD   -  NORTH MIAMI (1988)
 AC3285
 AC3285                         *CURRENT SURVEY CONTROL
 AC3285  ___________________________________________________________________
 AC3285* NAD 83(1986)-  25 56 31.     (N)    080 07 29.     (W)     SCALED    
 AC3285* NAVD 88     -         0.757  (meters)       2.48   (feet)  ADJUSTED  
 AC3285  ___________________________________________________________________
 AC3285  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3285  DYNAMIC HT  -           0.756 (meters)       2.48  (feet)  COMP
 AC3285  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AC3285
 AC3285  VERT ORDER  -  SECOND    CLASS I
 AC3285
 AC3285.The horizontal coordinates were scaled from a topographic map and have
 AC3285.an estimated accuracy of +/- 6 seconds.
 AC3285
 AC3285.The orthometric height was determined by differential leveling
 AC3285.and adjusted by the National Geodetic Survey in June 1991..
 AC3285
 AC3285.This Tidal Bench Mark is designated as VM 5747
 AC3285.by the Center for Operational Oceanographic Products and Services.
 AC3285
 AC3285.The geoid height was determined by GEOID03.
 AC3285
 AC3285.The dynamic height is computed by dividing the NAVD 88
 AC3285.geopotential number by the normal gravity value computed on the
 AC3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3285.degrees latitude (g = 980.6199 gals.).
 AC3285
 AC3285.The modeled gravity was interpolated from observed gravity values.
 AC3285
 AC3285;                    North         East    Units  Estimated Accuracy
 AC3285;SPC FL E     -   178,480.      287,670.      MT  (+/- 180 meters Scaled)
 AC3285
 AC3285                          SUPERSEDED SURVEY CONTROL
 AC3285
 AC3285  NGVD 29 (09/01/92)    1.230  (m)            4.04   (f) ADJUSTED    2 1
 AC3285
 AC3285.Superseded values are not recommended for survey control.
 AC3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3285.See file dsdata.txt to determine how the superseded data were derived.
 AC3285
 AC3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876695(NAD 83)
 AC3285_MARKER: DJ = TIDAL STATION DISK
 AC3285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3285_SP_SET: CONCRETE SEAWALL
 AC3285_STAMPING: NO 3 1973
 AC3285_MARK LOGO: NOS   
 AC3285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3285
 AC3285  HISTORY     - Date     Condition        Report By
 AC3285  HISTORY     - 1973     MONUMENTED       NOS
 AC3285  HISTORY     - 1981     GOOD             FLDNR
 AC3285
 AC3285                          STATION DESCRIPTION
 AC3285
 AC3285'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3285'IN NORTH MIAMI BEACH.
 AC3285'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3285'STATE ROAD A1A (COLLINS AVENUE), IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3285'NORTH ON A1A TO THE JUNCTION OF 178TH STREET, GO 0.1 MILE WEST ON
 AC3285'178TH STREET TO THE INTERSECTION OF ATLANTIC BOULEVARD, GO 0.05 MILE
 AC3285'NORTH ON ATLANTIC BOULEVARD TO THE JUNCTION OF 180TH DRIVE, GO 0.15
 AC3285'MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A NORTH/SOUTH ROAD AND
 AC3285'THE MARK.  THE MARK IS SET IN THE SEAWALL WEST OF THE
 AC3285'JUNCTION OF THE NORTH/SOUTH ROAD AND 180TH DRIVE, WEST-NORTHWEST OF
 AC3285'THE CARIBBEAN BREEZE CONDOMINIUMS, AND 110.4 FEET NORTH OF THE
 AC3285'NORTHWEST PROPERTY CORNER OF THE EDEN ROC CONDOMINIUMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3286 ***********************************************************************
 AC3286  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3286  DESIGNATION -  872 3044 TIDAL 5
 AC3286  PID         -  AC3286
 AC3286  STATE/COUNTY-  FL/MIAMI-DADE
 AC3286  USGS QUAD   -  NORTH MIAMI (1988)
 AC3286
 AC3286                         *CURRENT SURVEY CONTROL
 AC3286  ___________________________________________________________________
 AC3286* NAD 83(1986)-  25 56 31.     (N)    080 07 29.     (W)     SCALED    
 AC3286* NAVD 88     -         0.797  (meters)       2.61   (feet)  ADJUSTED  
 AC3286  ___________________________________________________________________
 AC3286  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3286  DYNAMIC HT  -           0.795 (meters)       2.61  (feet)  COMP
 AC3286  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AC3286
 AC3286  VERT ORDER  -  SECOND    CLASS I
 AC3286
 AC3286.The horizontal coordinates were scaled from a topographic map and have
 AC3286.an estimated accuracy of +/- 6 seconds.
 AC3286
 AC3286.The orthometric height was determined by differential leveling
 AC3286.and adjusted by the National Geodetic Survey in June 1991..
 AC3286
 AC3286.This Tidal Bench Mark is designated as VM 5748
 AC3286.by the Center for Operational Oceanographic Products and Services.
 AC3286
 AC3286.The geoid height was determined by GEOID03.
 AC3286
 AC3286.The dynamic height is computed by dividing the NAVD 88
 AC3286.geopotential number by the normal gravity value computed on the
 AC3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3286.degrees latitude (g = 980.6199 gals.).
 AC3286
 AC3286.The modeled gravity was interpolated from observed gravity values.
 AC3286
 AC3286;                    North         East    Units  Estimated Accuracy
 AC3286;SPC FL E     -   178,480.      287,670.      MT  (+/- 180 meters Scaled)
 AC3286
 AC3286                          SUPERSEDED SURVEY CONTROL
 AC3286
 AC3286  NGVD 29 (09/01/92)    1.269  (m)            4.16   (f) ADJUSTED    2 1
 AC3286
 AC3286.Superseded values are not recommended for survey control.
 AC3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3286.See file dsdata.txt to determine how the superseded data were derived.
 AC3286
 AC3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876695(NAD 83)
 AC3286_MARKER: DJ = TIDAL STATION DISK
 AC3286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3286_SP_SET: CONCRETE SEAWALL
 AC3286_STAMPING: NO 5 1973
 AC3286_MARK LOGO: NOS   
 AC3286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3286
 AC3286  HISTORY     - Date     Condition        Report By
 AC3286  HISTORY     - 1973     MONUMENTED       NOS
 AC3286  HISTORY     - 1981     GOOD             FLDNR
 AC3286  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AC3286
 AC3286                          STATION DESCRIPTION
 AC3286
 AC3286'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3286'IN NORTH MIAMI BEACH.
 AC3286'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3286'STATE ROAD A1A (COLLINS AVENUE), IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3286'NORTH ON A1A TO THE JUNCTION OF 178TH STREET, GO 0.1 MILE WEST ON
 AC3286'178TH STREET TO THE INTERSECTION OF ATLANTIC BOULEVARD, GO 0.05 MILE
 AC3286'NORTH ON ATLANTIC BOULEVARD TO THE JUNCTION OF 180TH DRIVE, GO 0.15
 AC3286'MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A NORTH/SOUTH ROAD AND THE
 AC3286'MARK.  THE MARK IS SET IN THE SEAWALL NORTHWEST OF THE
 AC3286'JUNCTION OF 180TH DRIVE WITH THE NORTH/SOUTH ROAD, ABOUT
 AC3286'200 FEET NORTH OF BENCH MARK NO 3 1973, AND ABOUT 100 FEET
 AC3286'NORTH OF THE SOUTHWEST CORNER OF A WOODED AREA.
 AC3286
 AC3286                          STATION RECOVERY (1995)
 AC3286
 AC3286'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3279 ***********************************************************************
 AC3279  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3279  DESIGNATION -  872 3050 TIDAL 1
 AC3279  PID         -  AC3279
 AC3279  STATE/COUNTY-  FL/MIAMI-DADE
 AC3279  USGS QUAD   -  
 AC3279
 AC3279                         *CURRENT SURVEY CONTROL
 AC3279  ___________________________________________________________________
 AC3279* NAD 83(1986)-  25 55 49.     (N)    080 07 11.     (W)     SCALED    
 AC3279* NAVD 88     -         2.754  (meters)       9.04   (feet)  ADJUSTED  
 AC3279  ___________________________________________________________________
 AC3279  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC3279  DYNAMIC HT  -           2.750 (meters)       9.02  (feet)  COMP
 AC3279  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 AC3279
 AC3279  VERT ORDER  -  SECOND    CLASS I
 AC3279
 AC3279.The horizontal coordinates were scaled from a topographic map and have
 AC3279.an estimated accuracy of +/- 6 seconds.
 AC3279
 AC3279.The orthometric height was determined by differential leveling
 AC3279.and adjusted by the National Geodetic Survey in June 1991..
 AC3279
 AC3279.This Tidal Bench Mark is designated as VM 5752
 AC3279.by the Center for Operational Oceanographic Products and Services.
 AC3279
 AC3279.The geoid height was determined by GEOID03.
 AC3279
 AC3279.The dynamic height is computed by dividing the NAVD 88
 AC3279.geopotential number by the normal gravity value computed on the
 AC3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3279.degrees latitude (g = 980.6199 gals.).
 AC3279
 AC3279.The modeled gravity was interpolated from observed gravity values.
 AC3279
 AC3279;                    North         East    Units  Estimated Accuracy
 AC3279;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3279
 AC3279                          SUPERSEDED SURVEY CONTROL
 AC3279
 AC3279  NGVD 29 (09/01/92)    3.227  (m)           10.59   (f) ADJUSTED    2 1
 AC3279
 AC3279.Superseded values are not recommended for survey control.
 AC3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3279.See file dsdata.txt to determine how the superseded data were derived.
 AC3279
 AC3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3279_MARKER: DJ = TIDAL STATION DISK
 AC3279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3279_SP_SET: CONCRETE MANHOLE COVER
 AC3279_STAMPING: NO 1 1973
 AC3279_MARK LOGO: NOS   
 AC3279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3279
 AC3279  HISTORY     - Date     Condition        Report By
 AC3279  HISTORY     - 1973     MONUMENTED       NOS
 AC3279  HISTORY     - 1981     GOOD             FLDNR
 AC3279
 AC3279                          STATION DESCRIPTION
 AC3279
 AC3279'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3279'IN NORTH MIAMI BEACH.
 AC3279'ORIGINAL DESCRIPTION IN NOS TIDAL DATA, QUAD 250801.  TO REACH
 AC3279'THE MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS
 AC3279'AVENUE) AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD
 AC3279'TOWARD THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO
 AC3279'THE SAND.  THE MARK IS SET FLUSH IN THE NORTHWEST CORNER OF A
 AC3279'CONCRETE MANHOLE COVER, 56.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AC3279'OF THE TACKLE SHOP, AND 33.9 FEET NORTH OF A WIRE FENCE ON TOP OF A
 AC3279'SEAWALL WHICH SURROUNDS THE CASTAWAYS HOTEL.  THE MARK IS 1 FOOT
 AC3279'ABOVE GRADE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3280 ***********************************************************************
 AC3280  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3280  DESIGNATION -  872 3050 TIDAL 2
 AC3280  PID         -  AC3280
 AC3280  STATE/COUNTY-  FL/MIAMI-DADE
 AC3280  USGS QUAD   -  
 AC3280
 AC3280                         *CURRENT SURVEY CONTROL
 AC3280  ___________________________________________________________________
 AC3280* NAD 83(1986)-  25 55 49.     (N)    080 07 11.     (W)     SCALED    
 AC3280* NAVD 88     -         2.803  (meters)       9.20   (feet)  ADJUSTED  
 AC3280  ___________________________________________________________________
 AC3280  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC3280  DYNAMIC HT  -           2.798 (meters)       9.18  (feet)  COMP
 AC3280  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 AC3280
 AC3280  VERT ORDER  -  SECOND    CLASS I
 AC3280
 AC3280.The horizontal coordinates were scaled from a topographic map and have
 AC3280.an estimated accuracy of +/- 6 seconds.
 AC3280
 AC3280.The orthometric height was determined by differential leveling
 AC3280.and adjusted by the National Geodetic Survey in June 1991..
 AC3280
 AC3280.This Tidal Bench Mark is designated as VM 5753
 AC3280.by the Center for Operational Oceanographic Products and Services.
 AC3280
 AC3280.The geoid height was determined by GEOID03.
 AC3280
 AC3280.The dynamic height is computed by dividing the NAVD 88
 AC3280.geopotential number by the normal gravity value computed on the
 AC3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3280.degrees latitude (g = 980.6199 gals.).
 AC3280
 AC3280.The modeled gravity was interpolated from observed gravity values.
 AC3280
 AC3280;                    North         East    Units  Estimated Accuracy
 AC3280;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3280
 AC3280                          SUPERSEDED SURVEY CONTROL
 AC3280
 AC3280  NGVD 29 (09/01/92)    3.275  (m)           10.74   (f) ADJUSTED    2 1
 AC3280
 AC3280.Superseded values are not recommended for survey control.
 AC3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3280.See file dsdata.txt to determine how the superseded data were derived.
 AC3280
 AC3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3280_MARKER: DJ = TIDAL STATION DISK
 AC3280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3280_SP_SET: CONCRETE SEAWALL
 AC3280_STAMPING: NO 2 1973
 AC3280_MARK LOGO: NOS   
 AC3280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3280
 AC3280  HISTORY     - Date     Condition        Report By
 AC3280  HISTORY     - 1973     MONUMENTED       NOS
 AC3280  HISTORY     - 1981     GOOD             FLDNR
 AC3280
 AC3280                          STATION DESCRIPTION
 AC3280
 AC3280'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3280'IN NORTH MIAMI BEACH.
 AC3280'ORIGINAL DESCRIPTION IN NOS TIDAL DATA, QUAD 250801.  TO REACH
 AC3280'THE MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS
 AC3280'AVENUE) AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD
 AC3280'TOWARDS THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO
 AC3280'THE SAND.  THE MARK IS SET FLUSH IN THE CONCRETE SEAWALL LOCATED
 AC3280'JUST NORTH OF THE CASTAWAYS HOTEL, 53.2 FEET SOUTHEAST OF BENCH MARK
 AC3280'NO 1 1973, AND 6.5 FEET EAST OF THE WEST END OF THE SEAWALL.  MARK
 AC3280'IS ABOUT LEVEL WITH THE TOP OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3278 ***********************************************************************
 AC3278  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3278  DESIGNATION -  872 3050 TIDAL 3
 AC3278  PID         -  AC3278
 AC3278  STATE/COUNTY-  FL/MIAMI-DADE
 AC3278  USGS QUAD   -  
 AC3278
 AC3278                         *CURRENT SURVEY CONTROL
 AC3278  ___________________________________________________________________
 AC3278* NAD 83(1986)-  25 55 49.     (N)    080 07 11.     (W)     SCALED    
 AC3278* NAVD 88     -         2.978  (meters)       9.77   (feet)  ADJUSTED  
 AC3278  ___________________________________________________________________
 AC3278  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC3278  DYNAMIC HT  -           2.974 (meters)       9.76  (feet)  COMP
 AC3278  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 AC3278
 AC3278  VERT ORDER  -  SECOND    CLASS I
 AC3278
 AC3278.The horizontal coordinates were scaled from a topographic map and have
 AC3278.an estimated accuracy of +/- 6 seconds.
 AC3278
 AC3278.The orthometric height was determined by differential leveling
 AC3278.and adjusted by the National Geodetic Survey in June 1991..
 AC3278
 AC3278.This Tidal Bench Mark is designated as VM 5754
 AC3278.by the Center for Operational Oceanographic Products and Services.
 AC3278
 AC3278.The geoid height was determined by GEOID03.
 AC3278
 AC3278.The dynamic height is computed by dividing the NAVD 88
 AC3278.geopotential number by the normal gravity value computed on the
 AC3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3278.degrees latitude (g = 980.6199 gals.).
 AC3278
 AC3278.The modeled gravity was interpolated from observed gravity values.
 AC3278
 AC3278;                    North         East    Units  Estimated Accuracy
 AC3278;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3278
 AC3278                          SUPERSEDED SURVEY CONTROL
 AC3278
 AC3278  NGVD 29 (09/01/92)    3.451  (m)           11.32   (f) ADJUSTED    2 1
 AC3278
 AC3278.Superseded values are not recommended for survey control.
 AC3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3278.See file dsdata.txt to determine how the superseded data were derived.
 AC3278
 AC3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3278_MARKER: DJ = TIDAL STATION DISK
 AC3278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3278_SP_SET: CONCRETE CURBING
 AC3278_STAMPING: NO 3 1973
 AC3278_MARK LOGO: NOS   
 AC3278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3278
 AC3278  HISTORY     - Date     Condition        Report By
 AC3278  HISTORY     - 1973     MONUMENTED       NOS
 AC3278  HISTORY     - 1981     GOOD             FLDNR
 AC3278
 AC3278                          STATION DESCRIPTION
 AC3278
 AC3278'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3278'IN NORTH MIAMI BEACH.
 AC3278'ORIGINAL DESCRIPTION IN NOS TIDAL DATA, QUAD 250801.  TO REACH
 AC3278'THE MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS
 AC3278'AVENUE) AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD
 AC3278'TOWARDS THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO
 AC3278'THE SAND.  THE MARK IS SET FLUSH IN THE CONCRETE CURBING, 50.4
 AC3278'FEET WEST OF THE SOUTHWEST CORNER OF THE TACKLE SHOP, AND 14
 AC3278'FEET WEST OF THE CENTER OF THE EXIT-ENTRANCE GATE TO THE NEWPORT
 AC3278'FISHING PIER.  MARK IS 1 FOOT ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3277 ***********************************************************************
 AC3277  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3277  DESIGNATION -  872 3050 TIDAL 4
 AC3277  PID         -  AC3277
 AC3277  STATE/COUNTY-  FL/MIAMI-DADE
 AC3277  USGS QUAD   -  
 AC3277
 AC3277                         *CURRENT SURVEY CONTROL
 AC3277  ___________________________________________________________________
 AC3277* NAD 83(1986)-  25 55 49.     (N)    080 07 11.     (W)     SCALED    
 AC3277* NAVD 88     -         3.071  (meters)      10.08   (feet)  ADJUSTED  
 AC3277  ___________________________________________________________________
 AC3277  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC3277  DYNAMIC HT  -           3.066 (meters)      10.06  (feet)  COMP
 AC3277  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 AC3277
 AC3277  VERT ORDER  -  SECOND    CLASS I
 AC3277
 AC3277.The horizontal coordinates were scaled from a topographic map and have
 AC3277.an estimated accuracy of +/- 6 seconds.
 AC3277
 AC3277.The orthometric height was determined by differential leveling
 AC3277.and adjusted by the National Geodetic Survey in June 1991..
 AC3277
 AC3277.This Tidal Bench Mark is designated as VM 5755
 AC3277.by the Center for Operational Oceanographic Products and Services.
 AC3277
 AC3277.The geoid height was determined by GEOID03.
 AC3277
 AC3277.The dynamic height is computed by dividing the NAVD 88
 AC3277.geopotential number by the normal gravity value computed on the
 AC3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3277.degrees latitude (g = 980.6199 gals.).
 AC3277
 AC3277.The modeled gravity was interpolated from observed gravity values.
 AC3277
 AC3277;                    North         East    Units  Estimated Accuracy
 AC3277;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3277
 AC3277                          SUPERSEDED SURVEY CONTROL
 AC3277
 AC3277  NGVD 29 (09/01/92)    3.544  (m)           11.63   (f) ADJUSTED    2 1
 AC3277
 AC3277.Superseded values are not recommended for survey control.
 AC3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3277.See file dsdata.txt to determine how the superseded data were derived.
 AC3277
 AC3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3277_MARKER: DJ = TIDAL STATION DISK
 AC3277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3277_SP_SET: CONCRETE CURBING
 AC3277_STAMPING: NO 4 1973
 AC3277_MARK LOGO: NOS   
 AC3277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3277
 AC3277  HISTORY     - Date     Condition        Report By
 AC3277  HISTORY     - 1973     MONUMENTED       NOS
 AC3277  HISTORY     - 1981     GOOD             FLDNR
 AC3277
 AC3277                          STATION DESCRIPTION
 AC3277
 AC3277'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3277'IN NORTH MIAMI BEACH.
 AC3277'DESCRIBED IN NOS TIDAL DATA, QUAD 250801.  TO REACH THE
 AC3277'MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS AVENUE)
 AC3277'AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD TOWARDS
 AC3277'THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO THE SAND.
 AC3277'THE MARK IS SET FLUSH IN A CONCRETE CURBING, AND BEARS 46 FEET NORTH
 AC3277'OF THE CENTERLINE OF STATE HIGHWAY 826 LEADING TO THE NEWPORT FISHING
 AC3277'PIER, AND 31.5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO
 AC3277'THE PARKING AREA.  MARK IS 1 FOOT ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3334 ***********************************************************************
 AC3334  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3334  DESIGNATION -  872 3073 TIDAL 1
 AC3334  PID         -  AC3334
 AC3334  STATE/COUNTY-  FL/MIAMI-DADE
 AC3334  USGS QUAD   -  NORTH MIAMI (1988)
 AC3334
 AC3334                         *CURRENT SURVEY CONTROL
 AC3334  ___________________________________________________________________
 AC3334* NAD 83(1986)-  25 54 13.     (N)    080 07 29.     (W)     SCALED    
 AC3334* NAVD 88     -         0.808  (meters)       2.65   (feet)  ADJUSTED  
 AC3334  ___________________________________________________________________
 AC3334  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3334  DYNAMIC HT  -           0.806 (meters)       2.64  (feet)  COMP
 AC3334  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 AC3334
 AC3334  VERT ORDER  -  SECOND    CLASS I
 AC3334
 AC3334.The horizontal coordinates were scaled from a topographic map and have
 AC3334.an estimated accuracy of +/- 6 seconds.
 AC3334
 AC3334.The orthometric height was determined by differential leveling
 AC3334.and adjusted by the National Geodetic Survey in June 1991..
 AC3334
 AC3334.This Tidal Bench Mark is designated as VM 5758
 AC3334.by the Center for Operational Oceanographic Products and Services.
 AC3334
 AC3334.The geoid height was determined by GEOID03.
 AC3334
 AC3334.The dynamic height is computed by dividing the NAVD 88
 AC3334.geopotential number by the normal gravity value computed on the
 AC3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3334.degrees latitude (g = 980.6199 gals.).
 AC3334
 AC3334.The modeled gravity was interpolated from observed gravity values.
 AC3334
 AC3334;                    North         East    Units  Estimated Accuracy
 AC3334;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3334
 AC3334                          SUPERSEDED SURVEY CONTROL
 AC3334
 AC3334  NGVD 29 (09/01/92)    1.283  (m)            4.21   (f) ADJUSTED    2 1
 AC3334
 AC3334.Superseded values are not recommended for survey control.
 AC3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3334.See file dsdata.txt to determine how the superseded data were derived.
 AC3334
 AC3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3334_MARKER: DJ = TIDAL STATION DISK
 AC3334_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3334_SP_SET: CONCRETE BULKHEAD
 AC3334_STAMPING: NO 1 1973
 AC3334_MARK LOGO: NOS   
 AC3334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3334
 AC3334  HISTORY     - Date     Condition        Report By
 AC3334  HISTORY     - 1973     MONUMENTED       NOS
 AC3334  HISTORY     - 1982     GOOD             FLDNR
 AC3334  HISTORY     - 19940411 GOOD             USPSQD
 AC3334
 AC3334                          STATION DESCRIPTION
 AC3334
 AC3334'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3334'1.1 MI NORTH FROM BAL HARBOUR.
 AC3334'IN BAL HARBOUR
 AC3334'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3334'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3334'AT THE SOUTH END OF THE MARINA.  THE MARK BEARS 120 FEET SOUTH OF THE
 AC3334'CENTER OF PIER NO. 1, 36 FEET EAST OF THE NORTHWEST CORNER OF THE
 AC3334'FUELING PIER, THE MARK IS RECESSED IN ASPHALT.
 AC3334'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3334
 AC3334                          STATION RECOVERY (1994)
 AC3334
 AC3334'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3335 ***********************************************************************
 AC3335  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3335  DESIGNATION -  872 3073 TIDAL 2
 AC3335  PID         -  AC3335
 AC3335  STATE/COUNTY-  FL/MIAMI-DADE
 AC3335  USGS QUAD   -  NORTH MIAMI (1988)
 AC3335
 AC3335                         *CURRENT SURVEY CONTROL
 AC3335  ___________________________________________________________________
 AC3335* NAD 83(1986)-  25 54 13.     (N)    080 07 29.     (W)     SCALED    
 AC3335* NAVD 88     -         0.784  (meters)       2.57   (feet)  ADJUSTED  
 AC3335  ___________________________________________________________________
 AC3335  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3335  DYNAMIC HT  -           0.783 (meters)       2.57  (feet)  COMP
 AC3335  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 AC3335
 AC3335  VERT ORDER  -  SECOND    CLASS I
 AC3335
 AC3335.The horizontal coordinates were scaled from a topographic map and have
 AC3335.an estimated accuracy of +/- 6 seconds.
 AC3335
 AC3335.The orthometric height was determined by differential leveling
 AC3335.and adjusted by the National Geodetic Survey in June 1991..
 AC3335
 AC3335.This Tidal Bench Mark is designated as VM 5759
 AC3335.by the Center for Operational Oceanographic Products and Services.
 AC3335
 AC3335.The geoid height was determined by GEOID03.
 AC3335
 AC3335.The dynamic height is computed by dividing the NAVD 88
 AC3335.geopotential number by the normal gravity value computed on the
 AC3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3335.degrees latitude (g = 980.6199 gals.).
 AC3335
 AC3335.The modeled gravity was interpolated from observed gravity values.
 AC3335
 AC3335;                    North         East    Units  Estimated Accuracy
 AC3335;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3335
 AC3335                          SUPERSEDED SURVEY CONTROL
 AC3335
 AC3335  NGVD 29 (09/01/92)    1.260  (m)            4.13   (f) ADJUSTED    2 1
 AC3335
 AC3335.Superseded values are not recommended for survey control.
 AC3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3335.See file dsdata.txt to determine how the superseded data were derived.
 AC3335
 AC3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3335_MARKER: DJ = TIDAL STATION DISK
 AC3335_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3335_SP_SET: CONCRETE BULKHEAD
 AC3335_STAMPING: NO 2 1973
 AC3335_MARK LOGO: NOS   
 AC3335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3335
 AC3335  HISTORY     - Date     Condition        Report By
 AC3335  HISTORY     - 1973     MONUMENTED       NOS
 AC3335  HISTORY     - 1982     GOOD             FLDNR
 AC3335  HISTORY     - 19940411 GOOD             USPSQD
 AC3335
 AC3335                          STATION DESCRIPTION
 AC3335
 AC3335'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3335'1.1 MI NORTH FROM BAL HARBOUR.
 AC3335'IN BAL HARBOUR
 AC3335'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3335'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3335'AT THE SOUTH END OF THE MARINA.  THE MARK BEARS 12 FEET NORTH OF THE
 AC3335'CENTER OF PIER NO. 1, 135 FEET NORTH OF NO 1 1973, RECESSED IN
 AC3335'ASPHALT.
 AC3335'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3335
 AC3335                          STATION RECOVERY (1994)
 AC3335
 AC3335'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3336 ***********************************************************************
 AC3336  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3336  DESIGNATION -  872 3073 TIDAL 3
 AC3336  PID         -  AC3336
 AC3336  STATE/COUNTY-  FL/MIAMI-DADE
 AC3336  USGS QUAD   -  NORTH MIAMI (1988)
 AC3336
 AC3336                         *CURRENT SURVEY CONTROL
 AC3336  ___________________________________________________________________
 AC3336* NAD 83(1986)-  25 54 13.     (N)    080 07 29.     (W)     SCALED    
 AC3336* NAVD 88     -         0.777  (meters)       2.55   (feet)  ADJUSTED  
 AC3336  ___________________________________________________________________
 AC3336  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3336  DYNAMIC HT  -           0.776 (meters)       2.55  (feet)  COMP
 AC3336  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 AC3336
 AC3336  VERT ORDER  -  SECOND    CLASS I
 AC3336
 AC3336.The horizontal coordinates were scaled from a topographic map and have
 AC3336.an estimated accuracy of +/- 6 seconds.
 AC3336
 AC3336.The orthometric height was determined by differential leveling
 AC3336.and adjusted by the National Geodetic Survey in June 1991..
 AC3336
 AC3336.This Tidal Bench Mark is designated as VM 5760
 AC3336.by the Center for Operational Oceanographic Products and Services.
 AC3336
 AC3336.The geoid height was determined by GEOID03.
 AC3336
 AC3336.The dynamic height is computed by dividing the NAVD 88
 AC3336.geopotential number by the normal gravity value computed on the
 AC3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3336.degrees latitude (g = 980.6199 gals.).
 AC3336
 AC3336.The modeled gravity was interpolated from observed gravity values.
 AC3336
 AC3336;                    North         East    Units  Estimated Accuracy
 AC3336;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3336
 AC3336                          SUPERSEDED SURVEY CONTROL
 AC3336
 AC3336  NGVD 29 (09/01/92)    1.252  (m)            4.11   (f) ADJUSTED    2 1
 AC3336
 AC3336.Superseded values are not recommended for survey control.
 AC3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3336.See file dsdata.txt to determine how the superseded data were derived.
 AC3336
 AC3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3336_MARKER: DJ = TIDAL STATION DISK
 AC3336_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3336_SP_SET: CONCRETE BULKHEAD
 AC3336_STAMPING: NO 3 1973
 AC3336_MARK LOGO: NOS   
 AC3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3336
 AC3336  HISTORY     - Date     Condition        Report By
 AC3336  HISTORY     - 1973     MONUMENTED       NOS
 AC3336  HISTORY     - 1982     GOOD             FLDNR
 AC3336  HISTORY     - 19940411 POOR             USPSQD
 AC3336
 AC3336                          STATION DESCRIPTION
 AC3336
 AC3336'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3336'1.1 MI NORTH FROM BAL HARBOUR.
 AC3336'IN BAL HARBOUR
 AC3336'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3336'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3336'NEAR THE SOUTH END OF THE MARINA.  THE MARK BEARS 255 FEET NORTH OF
 AC3336'NO 1 1973, 135 FEET NORTH OF THE CENTER OF PIER NO. 1, WEST OF THE
 AC3336'TICKET OFFICE FOR CHARTER BOATS, RECESSED IN ASPHALT.
 AC3336'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3336
 AC3336                          STATION RECOVERY (1994)
 AC3336
 AC3336'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3336'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3337 ***********************************************************************
 AC3337  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3337  DESIGNATION -  872 3073 TIDAL 4
 AC3337  PID         -  AC3337
 AC3337  STATE/COUNTY-  FL/MIAMI-DADE
 AC3337  USGS QUAD   -  NORTH MIAMI (1988)
 AC3337
 AC3337                         *CURRENT SURVEY CONTROL
 AC3337  ___________________________________________________________________
 AC3337* NAD 83(1986)-  25 54 13.     (N)    080 07 29.     (W)     SCALED    
 AC3337* NAVD 88     -         0.764  (meters)       2.51   (feet)  ADJUSTED  
 AC3337  ___________________________________________________________________
 AC3337  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3337  DYNAMIC HT  -           0.762 (meters)       2.50  (feet)  COMP
 AC3337  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 AC3337
 AC3337  VERT ORDER  -  SECOND    CLASS I
 AC3337
 AC3337.The horizontal coordinates were scaled from a topographic map and have
 AC3337.an estimated accuracy of +/- 6 seconds.
 AC3337
 AC3337.The orthometric height was determined by differential leveling
 AC3337.and adjusted by the National Geodetic Survey in June 1991..
 AC3337
 AC3337.This Tidal Bench Mark is designated as VM 5761
 AC3337.by the Center for Operational Oceanographic Products and Services.
 AC3337
 AC3337.The geoid height was determined by GEOID03.
 AC3337
 AC3337.The dynamic height is computed by dividing the NAVD 88
 AC3337.geopotential number by the normal gravity value computed on the
 AC3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3337.degrees latitude (g = 980.6199 gals.).
 AC3337
 AC3337.The modeled gravity was interpolated from observed gravity values.
 AC3337
 AC3337;                    North         East    Units  Estimated Accuracy
 AC3337;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3337
 AC3337                          SUPERSEDED SURVEY CONTROL
 AC3337
 AC3337  NGVD 29 (09/01/92)    1.239  (m)            4.07   (f) ADJUSTED    2 1
 AC3337
 AC3337.Superseded values are not recommended for survey control.
 AC3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3337.See file dsdata.txt to determine how the superseded data were derived.
 AC3337
 AC3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3337_MARKER: DJ = TIDAL STATION DISK
 AC3337_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3337_SP_SET: CONCRETE BULKHEAD
 AC3337_STAMPING: NO 4 1973
 AC3337_MARK LOGO: NOS   
 AC3337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3337
 AC3337  HISTORY     - Date     Condition        Report By
 AC3337  HISTORY     - 1973     MONUMENTED       NOS
 AC3337  HISTORY     - 1982     GOOD             FLDNR
 AC3337  HISTORY     - 19940411 GOOD             USPSQD
 AC3337
 AC3337                          STATION DESCRIPTION
 AC3337
 AC3337'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3337'1.1 MI NORTH FROM BAL HARBOUR.
 AC3337'IN BAL HARBOUR
 AC3337'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3337'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3337'NEAR THE SOUTH END OF THE MARINA.  THE MARK IS SOUTHWEST OF THE DOCK
 AC3337'MASTERS OFFICE, 375 FEET NORTH OF NO 1 1973, 255 FEET NORTH OF THE
 AC3337'CENTER OF PIER NO. 1, RECESSED IN ASPHALT.
 AC3337'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3337
 AC3337                          STATION RECOVERY (1994)
 AC3337
 AC3337'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3338 ***********************************************************************
 AC3338  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3338  DESIGNATION -  872 3073 TIDAL 5
 AC3338  PID         -  AC3338
 AC3338  STATE/COUNTY-  FL/MIAMI-DADE
 AC3338  USGS QUAD   -  NORTH MIAMI (1988)
 AC3338
 AC3338                         *CURRENT SURVEY CONTROL
 AC3338  ___________________________________________________________________
 AC3338* NAD 83(1986)-  25 54 13.     (N)    080 07 29.     (W)     SCALED    
 AC3338* NAVD 88     -         0.768  (meters)       2.52   (feet)  ADJUSTED  
 AC3338  ___________________________________________________________________
 AC3338  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3338  DYNAMIC HT  -           0.767 (meters)       2.52  (feet)  COMP
 AC3338  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 AC3338
 AC3338  VERT ORDER  -  SECOND    CLASS I
 AC3338
 AC3338.The horizontal coordinates were scaled from a topographic map and have
 AC3338.an estimated accuracy of +/- 6 seconds.
 AC3338
 AC3338.The orthometric height was determined by differential leveling
 AC3338.and adjusted by the National Geodetic Survey in June 1991..
 AC3338
 AC3338.This Tidal Bench Mark is designated as VM 5762
 AC3338.by the Center for Operational Oceanographic Products and Services.
 AC3338
 AC3338.The geoid height was determined by GEOID03.
 AC3338
 AC3338.The dynamic height is computed by dividing the NAVD 88
 AC3338.geopotential number by the normal gravity value computed on the
 AC3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3338.degrees latitude (g = 980.6199 gals.).
 AC3338
 AC3338.The modeled gravity was interpolated from observed gravity values.
 AC3338
 AC3338;                    North         East    Units  Estimated Accuracy
 AC3338;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3338
 AC3338                          SUPERSEDED SURVEY CONTROL
 AC3338
 AC3338  NGVD 29 (09/01/92)    1.243  (m)            4.08   (f) ADJUSTED    2 1
 AC3338
 AC3338.Superseded values are not recommended for survey control.
 AC3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3338.See file dsdata.txt to determine how the superseded data were derived.
 AC3338
 AC3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3338_MARKER: DJ = TIDAL STATION DISK
 AC3338_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3338_SP_SET: CONCRETE BULKHEAD
 AC3338_STAMPING: NO 5 1973
 AC3338_MARK LOGO: NOS   
 AC3338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3338
 AC3338  HISTORY     - Date     Condition        Report By
 AC3338  HISTORY     - 1973     MONUMENTED       NOS
 AC3338  HISTORY     - 1982     GOOD             FLDNR
 AC3338  HISTORY     - 19940411 MARK NOT FOUND   USPSQD
 AC3338
 AC3338                          STATION DESCRIPTION
 AC3338
 AC3338'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3338'1.1 MI NORTH FROM BAL HARBOUR.
 AC3338'IN BAL HARBOUR
 AC3338'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3338'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3338'NEAR THE SOUTH END OF THE MARINA.  THE MARK IS NORTHWEST OF THE DOCK
 AC3338'MASTERS OFFICE, 500 FEET NORTH OF NO 1 1973, 380 FEET NORTH OF THE
 AC3338'CENTER OF PIER NO. 1, RECESSED IN ASPHALT.
 AC3338'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3338
 AC3338                          STATION RECOVERY (1994)
 AC3338
 AC3338'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4684 ***********************************************************************
 AC4684  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4684  DESIGNATION -  872 3080 A TIDAL
 AC4684  PID         -  AC4684
 AC4684  STATE/COUNTY-  FL/MIAMI-DADE
 AC4684  USGS QUAD   -  
 AC4684
 AC4684                         *CURRENT SURVEY CONTROL
 AC4684  ___________________________________________________________________
 AC4684* NAD 83(1999)-  25 54 10.25816(N)    080 07 23.61878(W)     ADJUSTED  
 AC4684* NAVD 88     -         0.851  (meters)       2.79   (feet)  ADJUSTED  
 AC4684  ___________________________________________________________________
 AC4684  X           -     984,753.912 (meters)                     COMP
 AC4684  Y           -  -5,655,922.352 (meters)                     COMP
 AC4684  Z           -   2,769,373.354 (meters)                     COMP
 AC4684  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 AC4684  ELLIP HEIGHT-         -24.82  (meters)          (12/09/02) GPS OBS
 AC4684  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AC4684  DYNAMIC HT  -           0.850 (meters)       2.79  (feet)  COMP
 AC4684  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AC4684
 AC4684  HORZ ORDER  -  A
 AC4684  VERT ORDER  -  FIRST     CLASS II
 AC4684  ELLP ORDER  -  FOURTH    CLASS I
 AC4684
 AC4684.The horizontal coordinates were established by GPS observations
 AC4684.and adjusted by the National Geodetic Survey in December 2002..
 AC4684
 AC4684.The orthometric height was determined by differential leveling
 AC4684.and adjusted by the National Geodetic Survey in May 1994..
 AC4684
 AC4684.This Tidal Bench Mark is designated as VM 667
 AC4684.by the Center for Operational Oceanographic Products and Services.
 AC4684
 AC4684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4684
 AC4684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4684
 AC4684.The ellipsoidal height was determined by GPS observations
 AC4684.and is referenced to NAD 83.
 AC4684
 AC4684.The geoid height was determined by GEOID03.
 AC4684
 AC4684.The dynamic height is computed by dividing the NAVD 88
 AC4684.geopotential number by the normal gravity value computed on the
 AC4684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4684.degrees latitude (g = 980.6199 gals.).
 AC4684
 AC4684.The modeled gravity was interpolated from observed gravity values.
 AC4684
 AC4684;                    North         East     Units Scale Factor Converg.
 AC4684;SPC FL E     -   174,146.089   287,849.508   MT  1.00003643   +0 22 58.9
 AC4684;SPC FL E     -   571,344.29    944,386.26   sFT  1.00003643   +0 22 58.9
 AC4684;UTM  17      - 2,865,218.652   587,819.534   MT  0.99969523   +0 22 58.9
 AC4684
 AC4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4684!SPC FL E     -   1.00000390  x   1.00003643  =   1.00004033
 AC4684!UTM  17      -   1.00000390  x   0.99969523  =   0.99969913
 AC4684
 AC4684                          SUPERSEDED SURVEY CONTROL
 AC4684
 AC4684  NAVD 88 (12/09/02)    0.85   (m)            2.8    (f) LEVELING    3  
 AC4684  NGVD 29 (09/01/92)    1.327  (m)            4.35   (f) ADJUSTED    1 2
 AC4684
 AC4684.Superseded values are not recommended for survey control.
 AC4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4684.See file dsdata.txt to determine how the superseded data were derived.
 AC4684
 AC4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8782065219(NAD 83)
 AC4684_MARKER: DJ = TIDAL STATION DISK
 AC4684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4684_SP_SET: STAINLESS STEEL ROD
 AC4684_STAMPING: 3080 A 1982
 AC4684_MARK LOGO: NOS   
 AC4684_PROJECTION: RECESSED 2 CENTIMETERS
 AC4684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4684+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 AC4684_ROD/PIPE-DEPTH: 8.5  meters
 AC4684
 AC4684  HISTORY     - Date     Condition        Report By
 AC4684  HISTORY     - 1982     MONUMENTED       NOS
 AC4684  HISTORY     - 19901212 GOOD             NGS
 AC4684  HISTORY     - 19930519 GOOD             NGS
 AC4684  HISTORY     - 20020302 GOOD             MAPTEC
 AC4684  HISTORY     - 20020314 GOOD             NGS
 AC4684  HISTORY     - 20020522 GOOD             MAPTEC
 AC4684
 AC4684                          STATION DESCRIPTION
 AC4684
 AC4684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4684'1.8 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC4684'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC4684'BAL HARBOUR, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG THE HAULOVER BEACH
 AC4684'PARK ENTRANCE ROAD, 25.8 M (84.6 FT) WEST OF THE CENTER OF THE ROAD,
 AC4684'10.4 M (34.1 FT) EAST OF UTILITY POLE NUMBER 21 B 25 WITH A
 AC4684'TRANSFORMER AND TWO GUY WIRES, 8.0 M (26.2 FT) SOUTH OF AND LEVEL
 AC4684'WITH THE CENTER OF A PAVED ENTRANCE TO A PARKING LOT, 5.0 M (16.4 FT)
 AC4684'SOUTH OF A CURB, AND 2.0 M (6.6 FT) EAST OF THE SOUTHEAST CORNER OF
 AC4684'AN ALUMINUM CAN RECYCLING MACHINE.  NOTE--THE DISK IS ENCASED IN A
 AC4684'4-INCH PVC PIPE THAT IS 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AC4684
 AC4684                          STATION RECOVERY (1993)
 AC4684
 AC4684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4684'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4684'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4684'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG THE HAULOVER BEACH PARK
 AC4684'ENTRANCE ROAD, 25.8 M (84.6 FT) WEST OF THE ROAD CENTER, 10.4 M (34.1
 AC4684'FT) EAST OF UTILITY POLE NUMBER 21 B 25 WITH 2 GUY CABLES AND A
 AC4684'TRANSFORMER ATTACHED, 8.0 M (26.2 FT) SOUTH OF AND LEVEL WITH THE
 AC4684'CENTER OF THE ENTRANCE INTO A PARKING LOT, 5.0 M (16.4 FT) SOUTH OF A
 AC4684'CURB, AND 0.2 M (0.7 FT) EAST OF THE SOUTHEAST CORNER OF A RECYCLING
 AC4684'MACHINE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AC4684'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AC4684
 AC4684                          STATION RECOVERY (2002)
 AC4684
 AC4684'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AC4684'RECOVERED AS DESCRIBED
 AC4684' 
 AC4684' 
 AC4684'
 AC4684
 AC4684                          STATION RECOVERY (2002)
 AC4684
 AC4684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AC4684'RECOVERED IN GOOD CONDITION.
 AC4684
 AC4684                          STATION RECOVERY (2002)
 AC4684
 AC4684'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4684'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES
 AC4684' 
 AC4684'RECYCLE MACHINE HAS BEEN REPLACED WITH A DRINK MACHINE AND THE POWER
 AC4684'POLE HAS BEEN
 AC4684'CUT OFF 20 FEET =/- ABOVE GROUND WITH NO GUY WIRES OR TRANSFORMERS.
 AC4684' 
 AC4684'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3406 ***********************************************************************
 AC3406  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3406  DESIGNATION -  872 3080 B TIDAL
 AC3406  PID         -  AC3406
 AC3406  STATE/COUNTY-  FL/MIAMI-DADE
 AC3406  USGS QUAD   -  
 AC3406
 AC3406                         *CURRENT SURVEY CONTROL
 AC3406  ___________________________________________________________________
 AC3406* NAD 83(1999)-  25 54 06.87024(N)    080 07 24.64425(W)     ADJUSTED  
 AC3406* NAVD 88     -         0.762  (meters)       2.50   (feet)  ADJUSTED  
 AC3406  ___________________________________________________________________
 AC3406  X           -     984,733.594 (meters)                     COMP
 AC3406  Y           -  -5,655,972.055 (meters)                     COMP
 AC3406  Z           -   2,769,279.538 (meters)                     COMP
 AC3406  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 AC3406  ELLIP HEIGHT-         -24.89  (meters)          (05/31/01) GPS OBS
 AC3406  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AC3406  DYNAMIC HT  -           0.761 (meters)       2.50  (feet)  COMP
 AC3406  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AC3406
 AC3406  HORZ ORDER  -  B
 AC3406  VERT ORDER  -  FIRST     CLASS II
 AC3406  ELLP ORDER  -  FIFTH     CLASS I
 AC3406
 AC3406.The horizontal coordinates were established by GPS observations
 AC3406.and adjusted by the National Geodetic Survey in May 2001..
 AC3406
 AC3406.The orthometric height was determined by differential leveling
 AC3406.and adjusted by the National Geodetic Survey in May 1994..
 AC3406
 AC3406.This Tidal Bench Mark is designated as VM 670
 AC3406.by the Center for Operational Oceanographic Products and Services.
 AC3406
 AC3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC3406
 AC3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3406
 AC3406.The ellipsoidal height was determined by GPS observations
 AC3406.and is referenced to NAD 83.
 AC3406
 AC3406.The geoid height was determined by GEOID03.
 AC3406
 AC3406.The dynamic height is computed by dividing the NAVD 88
 AC3406.geopotential number by the normal gravity value computed on the
 AC3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3406.degrees latitude (g = 980.6199 gals.).
 AC3406
 AC3406.The modeled gravity was interpolated from observed gravity values.
 AC3406
 AC3406;                    North         East     Units Scale Factor Converg.
 AC3406;SPC FL E     -   174,041.637   287,821.662   MT  1.00003637   +0 22 58.4
 AC3406;SPC FL E     -   571,001.60    944,294.90   sFT  1.00003637   +0 22 58.4
 AC3406;UTM  17      - 2,865,114.236   587,791.697   MT  0.99969516   +0 22 58.4
 AC3406
 AC3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3406!SPC FL E     -   1.00000391  x   1.00003637  =   1.00004028
 AC3406!UTM  17      -   1.00000391  x   0.99969516  =   0.99969907
 AC3406
 AC3406                          SUPERSEDED SURVEY CONTROL
 AC3406
 AC3406  NAD 83(1990)-  25 54 06.86909(N)    080 07 24.64254(W) AD(       ) B
 AC3406  ELLIP H (06/02/94)  -24.90   (m)                       GP(       ) 3 1
 AC3406  NAD 83(1990)-  25 54 06.86982(N)    080 07 24.64687(W) AD(       ) 1
 AC3406  ELLIP H (05/01/91)  -24.96   (m)                       GP(       ) 4 1
 AC3406  NAD 83(1986)-  25 54 06.87164(N)    080 07 24.65037(W) AD(       ) 1
 AC3406  NAVD 88 (06/02/94)    0.76   (m)            2.5    (f) LEVELING    3  
 AC3406  NGVD 29 (09/01/92)    1.238  (m)            4.06   (f) ADJUSTED    1 2
 AC3406
 AC3406.Superseded values are not recommended for survey control.
 AC3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3406.See file dsdata.txt to determine how the superseded data were derived.
 AC3406
 AC3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8779265114(NAD 83)
 AC3406_MARKER: DJ = TIDAL STATION DISK
 AC3406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC3406_SP_SET: STAINLESS STEEL ROD
 AC3406_STAMPING: 3080 B 1982
 AC3406_MARK LOGO: NOS   
 AC3406_PROJECTION: FLUSH
 AC3406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3406+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 AC3406_ROD/PIPE-DEPTH: 7.3  meters
 AC3406
 AC3406  HISTORY     - Date     Condition        Report By
 AC3406  HISTORY     - 1982     MONUMENTED       NOS
 AC3406  HISTORY     - 19851021 GOOD
 AC3406  HISTORY     - 19901212 GOOD             NGS
 AC3406  HISTORY     - 19930210 GOOD             NGS
 AC3406  HISTORY     - 19930519 GOOD             NGS
 AC3406
 AC3406                          STATION DESCRIPTION
 AC3406
 AC3406'DESCRIBED 1985
 AC3406'RECOVERED IN GOOD CONDITION.
 AC3406
 AC3406                          STATION RECOVERY (1990)
 AC3406
 AC3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC3406'1.7 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC3406'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC3406'BAL HARBOUR, 120.0 M (393.7 FT) EAST OF THE HIGHWAY CENTERLINE, 48.5
 AC3406'M (159.1 FT) SOUTH OF UTILITY POLE NUMBER 21 B 24, 30.2 M (99.1 FT)
 AC3406'NORTH-NORTHEAST OF THE EAST LEG OF DOUBLE UTILITY POLE NUMBER 21 B
 AC3406'23, 12.3 M (40.4 FT) SOUTHEAST OF A UTILITY POLE, 8.2 M (26.9 FT)
 AC3406'NORTHWEST OF AND LEVEL WITH THE CENTER OF THE HAULOVER BEACH PARK
 AC3406'ENTRANCE ROAD, 5.2 M (17.1 FT) EAST OF THE CENTER OF A PAVED ROAD,
 AC3406'4.1 M (13.5 FT) NORTHWEST OF A CURB, AND 1.3 M (4.3 FT) EAST OF A
 AC3406'CURB.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS 0.2 M
 AC3406'(0.7 FT) BELOW THE GROUND SURFACE.
 AC3406
 AC3406                          STATION RECOVERY (1993)
 AC3406
 AC3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC3406'THE STATION IS LOCATED IN NORTH MIAMI BEACH AT HAULOVER BEACH PIER AND
 AC3406'PARK.  OWNERSHIP--DADE COUNTY PARKS AND RECREATION.
 AC3406'TO REACH THE STATION FROM THE NORTH END OF THE STATE HIGHWAY A1A
 AC3406'BRIDGE OVER BAKERS HAULOVER INLET, IN BAL HARBOR, NORTH MIAMI BEACH,
 AC3406'GO NORTH ALONG STATE HIGHWAY A1A FOR 0.16 KM (0.10 MI) TO AN EXIT
 AC3406'RIGHT, THEN GO RIGHT, EAST AND THEN SOUTH 0.16 KM (0.10 MI) TO A
 AC3406'GUARD GATE. CONTINUE AHEAD SOUTHERLY ON PAVED ROAD FOR 0.15 KM
 AC3406'(0.10 MI) TO THE STATION ON THE RIGHT.
 AC3406'THE STATION IS ENCASES IN A 4-INCH PVC PIPE WHICH IS RECESSED 17 CM
 AC3406'BELOW GROUND.  LOCATED 8.5 M (27.9 FT) WEST OF A PAVED ROAD, 5.0 M
 AC3406'(16.4 FT) EAST OF A PAVED ROAD AND 1.5 M (4.9 FT) NORTH OF A MANGO
 AC3406'TREE.
 AC3406'NOTE--FOR GPS OBSERVATION THIS STATION NEEDS AN EXTENDED ANTENNA.
 AC3406
 AC3406                          STATION RECOVERY (1993)
 AC3406
 AC3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC3406'1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC3406'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC3406'120.0 M (393.7 FT) EAST OF THE HIGHWAY CENTERLINE, 48.5 M (159.1 FT)
 AC3406'SOUTH OF UTILITY POLE NUMBER 21 B 24, 30.2 M (99.1 FT) NORTH OF THE
 AC3406'EAST LEG OF DOUBLE UTILITY POLE NUMBER 21 B 24, 12.3 M (40.4 FT)
 AC3406'SOUTHEAST OF A UTILITY POLE, 8.2 M (26.9 FT) NORTHWEST OF AND LEVEL
 AC3406'WITH THE CENTER OF THE HAULOVER BEACH PARK ENTRANCE ROAD, 5.2 M (17.1
 AC3406'FT) EAST OF THE CENTER OF A PAVED ROAD, 4.1 M (13.5 FT) NORTHWEST OF
 AC3406'A CURB, AND 1.3 M (4.3 FT) EAST OF A CURB.  NOTE--THE DISK IS ENCASED
 AC3406'IN A 4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AC3406'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4682 ***********************************************************************
 AC4682  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4682  DESIGNATION -  872 3080 C TIDAL
 AC4682  PID         -  AC4682
 AC4682  STATE/COUNTY-  FL/MIAMI-DADE
 AC4682  USGS QUAD   -  
 AC4682
 AC4682                         *CURRENT SURVEY CONTROL
 AC4682  ___________________________________________________________________
 AC4682* NAD 83(1986)-  25 54 04.     (N)    080 07 27.     (W)     SCALED    
 AC4682* NAVD 88     -         0.879  (meters)       2.88   (feet)  ADJUSTED  
 AC4682  ___________________________________________________________________
 AC4682  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AC4682  DYNAMIC HT  -           0.877 (meters)       2.88  (feet)  COMP
 AC4682  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AC4682
 AC4682  VERT ORDER  -  FIRST     CLASS II
 AC4682
 AC4682.The horizontal coordinates were scaled from a topographic map and have
 AC4682.an estimated accuracy of +/- 6 seconds.
 AC4682
 AC4682.The orthometric height was determined by differential leveling
 AC4682.and adjusted by the National Geodetic Survey in May 1994..
 AC4682
 AC4682.This Tidal Bench Mark is designated as VM 671
 AC4682.by the Center for Operational Oceanographic Products and Services.
 AC4682
 AC4682.The geoid height was determined by GEOID03.
 AC4682
 AC4682.The dynamic height is computed by dividing the NAVD 88
 AC4682.geopotential number by the normal gravity value computed on the
 AC4682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4682.degrees latitude (g = 980.6199 gals.).
 AC4682
 AC4682.The modeled gravity was interpolated from observed gravity values.
 AC4682
 AC4682;                    North         East    Units  Estimated Accuracy
 AC4682;SPC FL E     -   173,950.      287,760.      MT  (+/- 180 meters Scaled)
 AC4682
 AC4682                          SUPERSEDED SURVEY CONTROL
 AC4682
 AC4682  NGVD 29 (09/01/92)    1.354  (m)            4.44   (f) ADJUSTED    1 2
 AC4682
 AC4682.Superseded values are not recommended for survey control.
 AC4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4682.See file dsdata.txt to determine how the superseded data were derived.
 AC4682
 AC4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877650(NAD 83)
 AC4682_MARKER: DJ = TIDAL STATION DISK
 AC4682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4682_SP_SET: STAINLESS STEEL ROD
 AC4682_STAMPING: 3080 C 1982
 AC4682_MARK LOGO: NOS   
 AC4682_PROJECTION: FLUSH
 AC4682_MAGNETIC: I = MARKER IS A STEEL ROD
 AC4682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4682+STABILITY: POSITION/ELEVATION WELL
 AC4682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4682+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 AC4682_ROD/PIPE-DEPTH: 7.9  meters
 AC4682
 AC4682  HISTORY     - Date     Condition        Report By
 AC4682  HISTORY     - 1982     MONUMENTED       NOS
 AC4682  HISTORY     - 19901212 GOOD             NGS
 AC4682  HISTORY     - 19930519 GOOD             NGS
 AC4682
 AC4682                          STATION DESCRIPTION
 AC4682
 AC4682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4682'1.6 KM (1.0 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4682'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC4682'HARBOUR, 54.8 M (179.8 FT) EAST OF THE FIRST PIER SOUTH OF THE NORTH
 AC4682'END OF THE HIGHWAY BRIDGE SPANNING BAKERS HAULOVER INLET, 42.2 M
 AC4682'(138.5 FT) NORTH OF THE SOUTH FACE OF A SEAWALL, 26.2 M (86.0 FT)
 AC4682'NORTH OF UTILITY POLE NUMBER 21 B 22 B, 9.7 M (31.8 FT) NORTHEAST OF
 AC4682'THE CENTER OF THE NORTHEAST ENTRANCE OF THE FLORIDA POWER AND LIGHT
 AC4682'COMPANY, 8.2 M (26.9 FT) SOUTH OF A WEST GATE POST, 0.9 M (3.0 FT)
 AC4682'WEST OF A CURB, AND 0.7 M (2.3 FT) NORTH OF THE NORTH EDGE OF A
 AC4682'SIDEWALK.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS
 AC4682'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--THIS MARK MEETS ALL
 AC4682'REQUIREMENTS FOR A CLASS A MARK.
 AC4682
 AC4682                          STATION RECOVERY (1993)
 AC4682
 AC4682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4682'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4682'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4682'54.8 M (179.8 FT) EAST OF THE 1ST PIER SOUTH OF THE NORTH END OF THE
 AC4682'HIGHWAY BRIDGE SPANNING BAKERS HAULOVER INLET, 42.2 M (138.5 FT)
 AC4682'NORTH OF THE SOUTH FACE OF A SEAWALL, 26.2 M (86.0 FT) NORTH OF
 AC4682'UTILITY POLE NUMBER 21 B 22 B, 9.7 M (31.8 FT) NORTHEAST OF THE
 AC4682'CENTER OF THE NORTHEAST ENTRANCE INTO THE FLORIDA LIGHT AND POWER
 AC4682'COMPANY, 8.2 M (26.9 FT) SOUTH OF A WEST GATE POST, 0.9 M (3.0 FT)
 AC4682'WEST OF A CURB, AND 0.7 M (2.3 FT) NORTH OF THE NORTH EDGE OF A
 AC4682'SIDEWALK.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AC4682'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4681 ***********************************************************************
 AC4681  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4681  DESIGNATION -  872 3080 D TIDAL
 AC4681  PID         -  AC4681
 AC4681  STATE/COUNTY-  FL/MIAMI-DADE
 AC4681  USGS QUAD   -  NORTH MIAMI (1988)
 AC4681
 AC4681                         *CURRENT SURVEY CONTROL
 AC4681  ___________________________________________________________________
 AC4681* NAD 83(1986)-  25 54 03.     (N)    080 07 29.     (W)     SCALED    
 AC4681* NAVD 88     -         0.894  (meters)       2.93   (feet)  ADJUSTED  
 AC4681  ___________________________________________________________________
 AC4681  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC4681  DYNAMIC HT  -           0.893 (meters)       2.93  (feet)  COMP
 AC4681  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AC4681
 AC4681  VERT ORDER  -  FIRST     CLASS II
 AC4681
 AC4681.The horizontal coordinates were scaled from a topographic map and have
 AC4681.an estimated accuracy of +/- 6 seconds.
 AC4681
 AC4681.The orthometric height was determined by differential leveling
 AC4681.and adjusted by the National Geodetic Survey in May 1994..
 AC4681
 AC4681.This Tidal Bench Mark is designated as VM 672
 AC4681.by the Center for Operational Oceanographic Products and Services.
 AC4681
 AC4681.The geoid height was determined by GEOID03.
 AC4681
 AC4681.The dynamic height is computed by dividing the NAVD 88
 AC4681.geopotential number by the normal gravity value computed on the
 AC4681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4681.degrees latitude (g = 980.6199 gals.).
 AC4681
 AC4681.The modeled gravity was interpolated from observed gravity values.
 AC4681
 AC4681;                    North         East    Units  Estimated Accuracy
 AC4681;SPC FL E     -   173,920.      287,700.      MT  (+/- 180 meters Scaled)
 AC4681
 AC4681                          SUPERSEDED SURVEY CONTROL
 AC4681
 AC4681  NGVD 29 (09/01/92)    1.370  (m)            4.49   (f) ADJUSTED    1 2
 AC4681
 AC4681.Superseded values are not recommended for survey control.
 AC4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4681.See file dsdata.txt to determine how the superseded data were derived.
 AC4681
 AC4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876649(NAD 83)
 AC4681_MARKER: DJ = TIDAL STATION DISK
 AC4681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4681_SP_SET: STAINLESS STEEL ROD
 AC4681_STAMPING: 3080 D 1982
 AC4681_MARK LOGO: NOS   
 AC4681_PROJECTION: FLUSH
 AC4681_MAGNETIC: I = MARKER IS A STEEL ROD
 AC4681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4681+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 AC4681_ROD/PIPE-DEPTH: 9.0  meters
 AC4681
 AC4681  HISTORY     - Date     Condition        Report By
 AC4681  HISTORY     - 1982     MONUMENTED       NOS
 AC4681  HISTORY     - 19901212 GOOD             NGS
 AC4681  HISTORY     - 19930519 GOOD             NGS
 AC4681
 AC4681                          STATION DESCRIPTION
 AC4681
 AC4681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4681'1.6 KM (1.0 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC4681'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC4681'BAL HARBOUR, 64.0 M (210.0 FT) NORTHEAST OF BENCH MARK IWDA 7
 AC4681'REFERENCE MARK 1, 29.8 M (97.8 FT) WEST OF THE NORTHWEST CORNER OF
 AC4681'THE FLORIDA POWER AND LIGHT COMPANY, 14.9 M (48.9 FT) SOUTH OF THE
 AC4681'FIRST PIER (SOUTH OF THE NORTH END) OF THE HIGHWAY BRIDGE SPANNING
 AC4681'HAULOVER INLET, 14.6 M (47.9 FT) EAST OF A PALM TREE, 2.5 M (8.2 FT)
 AC4681'WEST OF A CURB, AND 2.2 M (7.2 FT) SOUTH OF A CURB.  NOTE--THE DISK
 AC4681'IS ENCASED IN A 4-INCH PVC PIPE THAT IS 0.2 M (0.7 FT) BELOW THE
 AC4681'GROUND SURFACE.
 AC4681
 AC4681                          STATION RECOVERY (1993)
 AC4681
 AC4681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4681'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4681'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4681'29.8 M (97.8 FT) WEST OF THE NORTHWEST CORNER OF THE FLORIDA LIGHT
 AC4681'AND POWER COMPANY, 14.9 M (48.9 FT) SOUTH OF THE 1ST PIER SOUTH OF
 AC4681'THE NORTH END OF THE HIGHWAY BRIDGE SPANNING BAKERS HAULOVER INLET,
 AC4681'14.6 M (47.9 FT) EAST OF A PALM TREE, 2.5 M (8.2 FT) WEST OF A CURB,
 AC4681'AND 2.2 M (7.2 FT) SOUTH OF A CURB.  NOTE--THE DISK IS ENCASED IN A
 AC4681'4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AC4681'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4644 ***********************************************************************
 AC4644  CBN         -  This is a Cooperative Base Network Control Station.
 AC4644  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4644  DESIGNATION -  872 3080 E TIDAL
 AC4644  PID         -  AC4644
 AC4644  STATE/COUNTY-  FL/MIAMI-DADE
 AC4644  USGS QUAD   -  NORTH MIAMI (1988)
 AC4644
 AC4644                         *CURRENT SURVEY CONTROL
 AC4644  ___________________________________________________________________
 AC4644* NAD 83(1999)-  25 54 04.87253(N)    080 07 31.40257(W)     ADJUSTED  
 AC4644* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AC4644  ___________________________________________________________________
 AC4644  X           -     984,552.911 (meters)                     COMP
 AC4644  Y           -  -5,656,030.951 (meters)                     COMP
 AC4644  Z           -   2,769,224.324 (meters)                     COMP
 AC4644  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 AC4644  ELLIP HEIGHT-         -24.69  (meters)          (05/31/01) GPS OBS
 AC4644  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC4644
 AC4644  HORZ ORDER  -  B
 AC4644  ELLP ORDER  -  FIFTH     CLASS I
 AC4644
 AC4644.The horizontal coordinates were established by GPS observations
 AC4644.and adjusted by the National Geodetic Survey in May 2001..
 AC4644
 AC4644.The orthometric height was determined by GPS observations and a
 AC4644.high-resolution geoid model.
 AC4644
 AC4644.This Tidal Bench Mark is designated as VM 673
 AC4644.by the Center for Operational Oceanographic Products and Services.
 AC4644
 AC4644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4644
 AC4644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4644
 AC4644.The ellipsoidal height was determined by GPS observations
 AC4644.and is referenced to NAD 83.
 AC4644
 AC4644.The geoid height was determined by GEOID03.
 AC4644
 AC4644;                    North         East     Units Scale Factor Converg.
 AC4644;SPC FL E     -   173,978.902   287,633.961   MT  1.00003597   +0 22 55.5
 AC4644;SPC FL E     -   570,795.78    943,679.09   sFT  1.00003597   +0 22 55.5
 AC4644;UTM  17      - 2,865,051.523   587,604.061   MT  0.99969476   +0 22 55.5
 AC4644
 AC4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4644!SPC FL E     -   1.00000388  x   1.00003597  =   1.00003985
 AC4644!UTM  17      -   1.00000388  x   0.99969476  =   0.99969864
 AC4644
 AC4644|---------------------------------------------------------------------|
 AC4644| PID    Reference Object                     Distance      Geod. Az  |
 AC4644|                                                           dddmmss.s |
 AC4644| AC4653 R 26                                309.920 METERS 06304     |
 AC4644|---------------------------------------------------------------------|
 AC4644
 AC4644                          SUPERSEDED SURVEY CONTROL
 AC4644
 AC4644  NAD 83(1990)-  25 54 04.87129(N)    080 07 31.40201(W) AD(       ) B
 AC4644  ELLIP H (09/13/90)  -24.69   (m)                       GP(       ) 4 1
 AC4644  NGVD 29 (09/13/90)    1.46   (m)            4.8    (f) LEVELING    3  
 AC4644
 AC4644.Superseded values are not recommended for survey control.
 AC4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4644.See file dsdata.txt to determine how the superseded data were derived.
 AC4644
 AC4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8760465052(NAD 83)
 AC4644_MARKER: DJ = TIDAL STATION DISK
 AC4644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4644_SP_SET: STAINLESS STEEL ROD
 AC4644_STAMPING: 3080 E 1982
 AC4644_MARK LOGO: NOS   
 AC4644_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4644+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC4644
 AC4644  HISTORY     - Date     Condition        Report By
 AC4644  HISTORY     - UNK      MONUMENTED
 AC4644  HISTORY     - 1989     GOOD             NGS
 AC4644  HISTORY     - 19901213 MARK NOT FOUND   NGS
 AC4644
 AC4644                          STATION DESCRIPTION
 AC4644
 AC4644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC4644'THE STATION IS LOCATED IN NORTH MIAMI BEACH AT HAULOVER BEACH PIER AND
 AC4644'PARK.  OWNERSHIP--DADE COUNTY PARKS AND RECREATION.
 AC4644'TO REACH THE STATION FROM THE NORTH END OF THE STATE HIGHWAY A1A
 AC4644'BRIDGE OVER BAKERS HAULOVER INLET, IN BAL HARBOR, NORTH MIAMI BEACH,
 AC4644'GO NORTH ALONG STATE HIGHWAY A1A FOR 0.16 KM (0.10 MI) TO AN EXIT
 AC4644'RIGHT, THEN GO RIGHT, EAST AND THEN SOUTH 0.16 KM (0.10 MI) TO A GUARD
 AC4644'GATE.  CONTINUE AHEAD SOUTHERLY AND WEST UNDER THE A1A HIGHWAY BRIDGE
 AC4644'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT, IN GRASS ACROSS
 AC4644'STREET FROM THE METRO-DADE FIRE STATION NO. 21.
 AC4644'THE STATION IS RECESSED 12 CM BELOW GROUND.  LOCATED 29.5 M (96.8 FT)
 AC4644'WEST OF THE CENTER OF GATE AT SOUTH ENTRANCE TO FIRE DEPARTMENT, 10.7
 AC4644'M (35.1 FT) SOUTH FROM A MANGROVE TREE, 8.3 M (27.2 FT) WEST-SOUTHWEST
 AC4644'FROM THE APPROXIMATE CENTER OF MAIN ROAD, 8 M (26.2 FT) EAST FROM THE
 AC4644'CAUSEWAY WATERS EDGE AND 2.6 M (8.5 FT) NORTH OF THE NORTH END OF A
 AC4644'PARK BENCH.
 AC4644'DESCRIBED BY S.E. RANDALL.
 AC4644
 AC4644                          STATION RECOVERY (1990)
 AC4644
 AC4644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC4644'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4687 ***********************************************************************
 AC4687  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4687  DESIGNATION -  872 3080 F TIDAL
 AC4687  PID         -  AC4687
 AC4687  STATE/COUNTY-  FL/MIAMI-DADE
 AC4687  USGS QUAD   -  
 AC4687
 AC4687                         *CURRENT SURVEY CONTROL
 AC4687  ___________________________________________________________________
 AC4687* NAD 83(1986)-  25 54 12.     (N)    080 07 22.     (W)     SCALED    
 AC4687* NAVD 88     -         2.974  (meters)       9.76   (feet)  ADJUSTED  
 AC4687  ___________________________________________________________________
 AC4687  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AC4687  DYNAMIC HT  -           2.969 (meters)       9.74  (feet)  COMP
 AC4687  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AC4687
 AC4687  VERT ORDER  -  FIRST     CLASS II
 AC4687
 AC4687.The horizontal coordinates were scaled from a topographic map and have
 AC4687.an estimated accuracy of +/- 6 seconds.
 AC4687
 AC4687.The orthometric height was determined by differential leveling
 AC4687.and adjusted by the National Geodetic Survey in May 1994..
 AC4687
 AC4687.This Tidal Bench Mark is designated as VM 675
 AC4687.by the Center for Operational Oceanographic Products and Services.
 AC4687
 AC4687.The geoid height was determined by GEOID03.
 AC4687
 AC4687.The dynamic height is computed by dividing the NAVD 88
 AC4687.geopotential number by the normal gravity value computed on the
 AC4687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4687.degrees latitude (g = 980.6199 gals.).
 AC4687
 AC4687.The modeled gravity was interpolated from observed gravity values.
 AC4687
 AC4687;                    North         East    Units  Estimated Accuracy
 AC4687;SPC FL E     -   174,200.      287,890.      MT  (+/- 180 meters Scaled)
 AC4687
 AC4687                          SUPERSEDED SURVEY CONTROL
 AC4687
 AC4687  NGVD 29 (09/01/92)    3.450  (m)           11.32   (f) ADJUSTED    1 2
 AC4687
 AC4687.Superseded values are not recommended for survey control.
 AC4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4687.See file dsdata.txt to determine how the superseded data were derived.
 AC4687
 AC4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ878652(NAD 83)
 AC4687_MARKER: DJ = TIDAL STATION DISK
 AC4687_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC4687_SP_SET: RETAINING WALL
 AC4687_STAMPING: 3080 F 1984
 AC4687_MARK LOGO: NOS   
 AC4687_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4687+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 AC4687
 AC4687  HISTORY     - Date     Condition        Report By
 AC4687  HISTORY     - 1984     MONUMENTED       NOS
 AC4687  HISTORY     - 19901212 GOOD             NGS
 AC4687  HISTORY     - 19930520 GOOD             NGS
 AC4687
 AC4687                          STATION DESCRIPTION
 AC4687
 AC4687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4687'1.8 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC4687'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC4687'BAL HARBOUR, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG THE HAULOVER BEACH
 AC4687'PARK ENTRANCE ROAD, IN TOP OF AND 3.1 M (10.2 FT) SOUTH OF THE NORTH
 AC4687'END OF A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF A PAVED ROAD,
 AC4687'24.1 M (79.1 FT) SOUTHEAST OF UTILITY POLE NUMBER 2464 HMV 9, 23.7 M
 AC4687'(77.8 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 2464 HMV 8, 18.7 M
 AC4687'(61.4 FT) SOUTH OF THE CENTER OF THE HAULOVER FISHING PIER, AND 4.3 M
 AC4687'(14.1 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.
 AC4687
 AC4687                          STATION RECOVERY (1993)
 AC4687
 AC4687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4687'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4687'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4687'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG THE HAULOVER BEACH PARK
 AC4687'ENTRANCE ROAD, IN TOP OF AND 3.1 M (10.2 FT) SOUTH OF THE NORTH END
 AC4687'OF A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF A PAVED ROAD,
 AC4687'24.1 M (79.1 FT) SOUTHEAST OF UTILITY POLE NUMBER 2464 HMV 9, 23.7 M
 AC4687'(77.8 FT) NORTH OF UTILITY POLE NUMBER 2464 HMV 8, 18.7 M (61.4 FT)
 AC4687'SOUTH OF THE CENTER OF HAULOVER FISHING PIER, AND 4.3 M (14.1 FT)
 AC4687'EAST OF AND LEVEL WITH THE CENTER OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3340 ***********************************************************************
 AC3340  DESIGNATION -  872 3094 D TIDAL
 AC3340  PID         -  AC3340
 AC3340  STATE/COUNTY-  FL/MIAMI-DADE
 AC3340  USGS QUAD   -  NORTH MIAMI (1988)
 AC3340
 AC3340                         *CURRENT SURVEY CONTROL
 AC3340  ___________________________________________________________________
 AC3340* NAD 83(1986)-  25 52 31.     (N)    080 08 35.     (W)     SCALED    
 AC3340* NAVD 88     -         1.959  (meters)       6.43   (feet)  ADJUSTED  
 AC3340  ___________________________________________________________________
 AC3340  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AC3340  DYNAMIC HT  -           1.956 (meters)       6.42  (feet)  COMP
 AC3340  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 AC3340
 AC3340  VERT ORDER  -  SECOND    CLASS I
 AC3340
 AC3340.The horizontal coordinates were scaled from a topographic map and have
 AC3340.an estimated accuracy of +/- 6 seconds.
 AC3340
 AC3340.The orthometric height was determined by differential leveling
 AC3340.and adjusted by the National Geodetic Survey in June 1991..
 AC3340
 AC3340.The geoid height was determined by GEOID03.
 AC3340
 AC3340.The dynamic height is computed by dividing the NAVD 88
 AC3340.geopotential number by the normal gravity value computed on the
 AC3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3340.degrees latitude (g = 980.6199 gals.).
 AC3340
 AC3340.The modeled gravity was interpolated from observed gravity values.
 AC3340
 AC3340;                    North         East    Units  Estimated Accuracy
 AC3340;SPC FL E     -   171,080.      285,880.      MT  (+/- 180 meters Scaled)
 AC3340
 AC3340                          SUPERSEDED SURVEY CONTROL
 AC3340
 AC3340  NGVD 29 (09/01/92)    2.432  (m)            7.98   (f) ADJUSTED    2 1
 AC3340
 AC3340.Superseded values are not recommended for survey control.
 AC3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3340.See file dsdata.txt to determine how the superseded data were derived.
 AC3340
 AC3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ858621(NAD 83)
 AC3340_MARKER: DJ = TIDAL STATION DISK
 AC3340_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3340_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AC3340_STAMPING: 3094 D 1982
 AC3340_MARK LOGO: NOS   
 AC3340_PROJECTION: RECESSED 3 CENTIMETERS
 AC3340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3340_ROD/PIPE-DEPTH: 15.2 meters
 AC3340_SLEEVE-DEPTH  : 0.61 meters
 AC3340
 AC3340  HISTORY     - Date     Condition        Report By
 AC3340  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3340  HISTORY     - 19940406 GOOD             USPSQD
 AC3340
 AC3340                          STATION DESCRIPTION
 AC3340
 AC3340'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3340'IN INDIAN CREEK VILLAGE.
 AC3340'BEGIN AT THE JUNCTION OF SURFSIDE BOULEVARD AND STATE HIGHWAY A1A
 AC3340'IN SURFSIDE, GO WEST ON SURFSIDE BOULEVARD TO ITS END AT THE ENTRANCE
 AC3340'TO INDIAN CREEK VILLAGE, CONTINUE THROUGH ENTRANCE ON INDIAN CREEK
 AC3340'DRIVE TO ITS END AT THE INDIAN CREEK COUNTRY CLUB CLUBHOUSE AND BOAT
 AC3340'DOCK.  MARK BEARS APPROXIMATELY 300 FEET SOUTH OF CENTERLINE OF STEPS
 AC3340'GOING DOWN AND OUT TO A BOAT DOCK, 18.5 FEET EAST OF THE WEST EDGE OF
 AC3340'THE SEAWALL, 47.0 FEET WEST OF THE CENTERLINE OF INDIAN CREEK DRIVE,
 AC3340'AND 16.0 FEET EAST OF A 2-FOOT DIAMETER PINE.
 AC3340
 AC3340                          STATION RECOVERY (1994)
 AC3340
 AC3340'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3339 ***********************************************************************
 AC3339  DESIGNATION -  872 3094 E TIDAL FLDNR
 AC3339  PID         -  AC3339
 AC3339  STATE/COUNTY-  FL/MIAMI-DADE
 AC3339  USGS QUAD   -  NORTH MIAMI (1988)
 AC3339
 AC3339                         *CURRENT SURVEY CONTROL
 AC3339  ___________________________________________________________________
 AC3339* NAD 83(1986)-  25 52 31.     (N)    080 08 35.     (W)     SCALED    
 AC3339* NAVD 88     -         1.631  (meters)       5.35   (feet)  ADJUSTED  
 AC3339  ___________________________________________________________________
 AC3339  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AC3339  DYNAMIC HT  -           1.628 (meters)       5.34  (feet)  COMP
 AC3339  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 AC3339
 AC3339  VERT ORDER  -  SECOND    CLASS I
 AC3339
 AC3339.The horizontal coordinates were scaled from a topographic map and have
 AC3339.an estimated accuracy of +/- 6 seconds.
 AC3339
 AC3339.The orthometric height was determined by differential leveling
 AC3339.and adjusted by the National Geodetic Survey in June 1991..
 AC3339
 AC3339.The geoid height was determined by GEOID03.
 AC3339
 AC3339.The dynamic height is computed by dividing the NAVD 88
 AC3339.geopotential number by the normal gravity value computed on the
 AC3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3339.degrees latitude (g = 980.6199 gals.).
 AC3339
 AC3339.The modeled gravity was interpolated from observed gravity values.
 AC3339
 AC3339;                    North         East    Units  Estimated Accuracy
 AC3339;SPC FL E     -   171,080.      285,880.      MT  (+/- 180 meters Scaled)
 AC3339
 AC3339                          SUPERSEDED SURVEY CONTROL
 AC3339
 AC3339  NGVD 29 (09/01/92)    2.104  (m)            6.90   (f) ADJUSTED    2 1
 AC3339
 AC3339.Superseded values are not recommended for survey control.
 AC3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3339.See file dsdata.txt to determine how the superseded data were derived.
 AC3339
 AC3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ858621(NAD 83)
 AC3339_MARKER: DJ = TIDAL STATION DISK
 AC3339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3339_SP_SET: CONCRETE RETAINING WALL
 AC3339_STAMPING: 3094 E 1982 BSM
 AC3339_MARK LOGO: FLDNR 
 AC3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3339+STABILITY: SURFACE MOTION
 AC3339
 AC3339  HISTORY     - Date     Condition        Report By
 AC3339  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3339
 AC3339                          STATION DESCRIPTION
 AC3339
 AC3339'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3339'IN INDIAN CREEK VILLAGE.
 AC3339'BEGIN AT THE JUNCTION OF SURFSIDE BOULEVARD WITH STATE HIGHWAY A1A
 AC3339'IN SURFSIDE, GO WEST ON SURFSIDE BOULEVARD TO ITS END AT THE ENTRANCE
 AC3339'TO INDIAN CREEK VILLAGE, CONTINUE THROUGH ENTRANCE ON INDIAN CREEK
 AC3339'DRIVE TO ITS END AT THE INDIAN CREEK COUNTRY CLUB CLUBHOUSE AND BOAT
 AC3339'DOCK.  MARK IS SET FLUSH IN THE TOP OF A CONCRETE RETAINING WALL
 AC3339'ABOVE A CONCRETE PILING.  THE MARK BEARS 6.0 FEET SOUTH OF THE
 AC3339'CENTERLINE OF STEPS GOING DOWN AND OUT TO A DOCK, 48.0 FEET WEST OF
 AC3339'THE CENTERLINE OF INDIAN CREEK DRIVE, 70.3 FEET SOUTH OF THE NORTHEAST
 AC3339'CORNER OF A SEAWALL OFFSET, 57.4 FEET NORTH OF THE SOUTHWEST CORNER
 AC3339'OF A SEAWALL OFFSET, AND 73.6 FEET NORTH OF BENCHMARK NO 1 1935.
 AC3339'MARK IS 1.0 FOOT ABOVE GROUND ON WEST SIDE OF RETAINING WALL, AND 0.1
 AC3339'FOOT BELOW GROUND ON THE EAST SIDE OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3341 ***********************************************************************
 AC3341  DESIGNATION -  872 3094 F TIDAL
 AC3341  PID         -  AC3341
 AC3341  STATE/COUNTY-  FL/MIAMI-DADE
 AC3341  USGS QUAD   -  NORTH MIAMI (1988)
 AC3341
 AC3341                         *CURRENT SURVEY CONTROL
 AC3341  ___________________________________________________________________
 AC3341* NAD 83(1986)-  25 52 31.     (N)    080 08 35.     (W)     SCALED    
 AC3341* NAVD 88     -         1.151  (meters)       3.78   (feet)  ADJUSTED  
 AC3341  ___________________________________________________________________
 AC3341  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AC3341  DYNAMIC HT  -           1.150 (meters)       3.77  (feet)  COMP
 AC3341  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 AC3341
 AC3341  VERT ORDER  -  SECOND    CLASS I
 AC3341
 AC3341.The horizontal coordinates were scaled from a topographic map and have
 AC3341.an estimated accuracy of +/- 6 seconds.
 AC3341
 AC3341.The orthometric height was determined by differential leveling
 AC3341.and adjusted by the National Geodetic Survey in June 1991..
 AC3341
 AC3341.The geoid height was determined by GEOID03.
 AC3341
 AC3341.The dynamic height is computed by dividing the NAVD 88
 AC3341.geopotential number by the normal gravity value computed on the
 AC3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3341.degrees latitude (g = 980.6199 gals.).
 AC3341
 AC3341.The modeled gravity was interpolated from observed gravity values.
 AC3341
 AC3341;                    North         East    Units  Estimated Accuracy
 AC3341;SPC FL E     -   171,080.      285,880.      MT  (+/- 180 meters Scaled)
 AC3341
 AC3341                          SUPERSEDED SURVEY CONTROL
 AC3341
 AC3341  NGVD 29 (09/01/92)    1.625  (m)            5.33   (f) ADJUSTED    2 1
 AC3341
 AC3341.Superseded values are not recommended for survey control.
 AC3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3341.See file dsdata.txt to determine how the superseded data were derived.
 AC3341
 AC3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ858621(NAD 83)
 AC3341_MARKER: DJ = TIDAL STATION DISK
 AC3341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3341_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AC3341_STAMPING: 3094 F 1982
 AC3341_MARK LOGO: NOS   
 AC3341_PROJECTION: FLUSH
 AC3341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3341_ROD/PIPE-DEPTH: 14.6 meters
 AC3341_SLEEVE-DEPTH  : 0.61 meters
 AC3341
 AC3341  HISTORY     - Date     Condition        Report By
 AC3341  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3341
 AC3341                          STATION DESCRIPTION
 AC3341
 AC3341'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3341'IN INDIAN CREEK VILLAGE.
 AC3341'BEGIN AT THE JUNCTION OF SURFSIDE BOULEVARD AND STATE HIGHWAY A1A IN
 AC3341'SURFSIDE, GO WEST ON SURFSIDE BOULEVARD TO ITS END AT THE ENTRANCE TO
 AC3341'INDIAN CREEK VILLAGE, CONTINUE THROUGH ENTRANCE ON INDIAN CREEK DRIVE
 AC3341'TO ITS END AT THE INDIAN CREEK COUNTRY CLUB CLUBHOUSE AND BOAT DOCK.
 AC3341'THE MARK BEARS APPROXIMATELY 510 FEET SOUTH OF THE CENTERLINE OF STEPS
 AC3341'GOING DOWN AND OUT TO THE BOAT DOCK, 157.0 FEET SOUTHWEST OF THE
 AC3341'CENTERLINE OF INDIAN CREEK DRIVE WHERE IT MAKES A RIGHT ANGLE TURN,
 AC3341'17.3 FEET EAST OF THE WEST EDGE OF THE SEAWALL, 14.0 FEET SOUTHEAST OF
 AC3341'THE TALLEST PALM TREE IN A GROUP OF PALMS, 89.5 FEET SOUTHWEST OF AN
 AC3341'APPROXIMATELY 50-FOOT HIGH PALM TREE WHICH IS THE SOUTHWEST ONE OF
 AC3341'THREE, AND APPROXIMATELY 207 FEET SOUTH OF BENCHMARK 3094 D 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2336 ***********************************************************************
 AC2336  DESIGNATION -  872 3094 TIDAL 1
 AC2336  PID         -  AC2336
 AC2336  STATE/COUNTY-  FL/MIAMI-DADE
 AC2336  USGS QUAD   -  MIAMI (1994)
 AC2336
 AC2336                         *CURRENT SURVEY CONTROL
 AC2336  ___________________________________________________________________
 AC2336* NAD 83(1986)-  25 52 29.     (N)    080 08 32.     (W)     SCALED    
 AC2336* NAVD 88     -         1.637  (meters)       5.37   (feet)  ADJUSTED  
 AC2336  ___________________________________________________________________
 AC2336  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AC2336  DYNAMIC HT  -           1.634 (meters)       5.36  (feet)  COMP
 AC2336  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AC2336
 AC2336  VERT ORDER  -  FIRST     CLASS I
 AC2336
 AC2336.The horizontal coordinates were scaled from a topographic map and have
 AC2336.an estimated accuracy of +/- 6 seconds.
 AC2336
 AC2336.The orthometric height was determined by differential leveling
 AC2336.and adjusted by the National Geodetic Survey in June 1991..
 AC2336
 AC2336.The geoid height was determined by GEOID03.
 AC2336
 AC2336.The dynamic height is computed by dividing the NAVD 88
 AC2336.geopotential number by the normal gravity value computed on the
 AC2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2336.degrees latitude (g = 980.6199 gals.).
 AC2336
 AC2336.The modeled gravity was interpolated from observed gravity values.
 AC2336
 AC2336;                    North         East    Units  Estimated Accuracy
 AC2336;SPC FL E     -   171,020.      285,970.      MT  (+/- 180 meters Scaled)
 AC2336
 AC2336                          SUPERSEDED SURVEY CONTROL
 AC2336
 AC2336  NGVD 29 (09/01/92)    2.110  (m)            6.92   (f) ADJUSTED    1 1
 AC2336
 AC2336.Superseded values are not recommended for survey control.
 AC2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2336.See file dsdata.txt to determine how the superseded data were derived.
 AC2336
 AC2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ859620(NAD 83)
 AC2336_MARKER: DJ = TIDAL STATION DISK
 AC2336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2336_SP_SET: SEAWALL
 AC2336_STAMPING: NO 1 1935
 AC2336_MARK LOGO: CGS   
 AC2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2336
 AC2336  HISTORY     - Date     Condition        Report By
 AC2336  HISTORY     - 1935     MONUMENTED       CGS
 AC2336  HISTORY     - 1965     GOOD             NGS
 AC2336  HISTORY     - 1973     GOOD             NGS
 AC2336  HISTORY     - 1982     GOOD             FLDNR
 AC2336
 AC2336                          STATION DESCRIPTION
 AC2336
 AC2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2336'AT INDIAN CREEK VILLAGE.
 AC2336'AT INDIAN CREEK VILLAGE, DIRECTLY IN FRONT (WEST) OF THE INDIAN
 AC2336'CREEK COUNTRY CLUB HOUSE, SET IN THE TOP OF A CONCRETE SEAWALL,
 AC2336'48 FEET WEST OF THE CENTER OF THE JUNCTION OF INDIAN CREEK DRIVE
 AC2336'AND A BLACK TOP DRIVEWAY WHICH LEADS TO THE SOUTH END OF THE
 AC2336'CLUB, 18 FEET SOUTH OF AN OFFSET IN THE SEAWALL, ABOUT LEVEL
 AC2336'WITH THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF THE DRIVE.
 AC2336'TIDAL STATION NO. 72, INDIAN CREEK GOLF COURSE, BISCAYNE BAY.
 AC2336
 AC2336                          STATION RECOVERY (1973)
 AC2336
 AC2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2336'RECOVERED IN GOOD CONDITION.
 AC2336
 AC2336                          STATION RECOVERY (1982)
 AC2336
 AC2336'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2338 ***********************************************************************
 AC2338  DESIGNATION -  872 3094 TIDAL 4
 AC2338  PID         -  AC2338
 AC2338  STATE/COUNTY-  FL/MIAMI-DADE
 AC2338  USGS QUAD   -  NORTH MIAMI (1988)
 AC2338
 AC2338                         *CURRENT SURVEY CONTROL
 AC2338  ___________________________________________________________________
 AC2338* NAD 83(1986)-  25 52 32.     (N)    080 08 33.     (W)     SCALED    
 AC2338* NAVD 88     -         1.629  (meters)       5.34   (feet)  ADJUSTED  
 AC2338  ___________________________________________________________________
 AC2338  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AC2338  DYNAMIC HT  -           1.627 (meters)       5.34  (feet)  COMP
 AC2338  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 AC2338
 AC2338  VERT ORDER  -  FIRST     CLASS I
 AC2338
 AC2338.The horizontal coordinates were scaled from a topographic map and have
 AC2338.an estimated accuracy of +/- 6 seconds.
 AC2338
 AC2338.The orthometric height was determined by differential leveling
 AC2338.and adjusted by the National Geodetic Survey in June 1991..
 AC2338
 AC2338.The geoid height was determined by GEOID03.
 AC2338
 AC2338.The dynamic height is computed by dividing the NAVD 88
 AC2338.geopotential number by the normal gravity value computed on the
 AC2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2338.degrees latitude (g = 980.6199 gals.).
 AC2338
 AC2338.The modeled gravity was interpolated from observed gravity values.
 AC2338
 AC2338;                    North         East    Units  Estimated Accuracy
 AC2338;SPC FL E     -   171,110.      285,940.      MT  (+/- 180 meters Scaled)
 AC2338
 AC2338                          SUPERSEDED SURVEY CONTROL
 AC2338
 AC2338  NGVD 29 (09/01/92)    2.103  (m)            6.90   (f) ADJUSTED    1 1
 AC2338
 AC2338.Superseded values are not recommended for survey control.
 AC2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2338.See file dsdata.txt to determine how the superseded data were derived.
 AC2338
 AC2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ859621(NAD 83)
 AC2338_MARKER: DJ = TIDAL STATION DISK
 AC2338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2338_SP_SET: SEAWALL
 AC2338_STAMPING: NO 4 1952
 AC2338_MARK LOGO: CGS   
 AC2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2338
 AC2338  HISTORY     - Date     Condition        Report By
 AC2338  HISTORY     - 1952     MONUMENTED       CGS
 AC2338  HISTORY     - 1965     GOOD             NGS
 AC2338  HISTORY     - 1982     GOOD             FLDNR
 AC2338
 AC2338                          STATION DESCRIPTION
 AC2338
 AC2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2338'AT INDIAN CREEK VILLAGE.
 AC2338'AT INDIAN CREEK VILLAGE, DIRECTLY IN FRONT (WEST) OF THE INDIAN
 AC2338'CREEK COUNTRY CLUBHOUSE, SET IN THE TOP OF CONCRETE SEAWALL, 102
 AC2338'FEET NORTH OF THE NORTH WALL OF AN OFFSET IN THE SEAWALL TO THE
 AC2338'WEST, 53 FEET WEST OF THE CENTER LINE OF INDIAN CREEK DRIVE AND
 AC2338'4 FEET BELOW THE LEVEL OF THE DRIVE.  TIDAL STATION NO. 72, INDIAN
 AC2338'CREEK GOLF CLUB, BISCAYNE BAY.
 AC2338
 AC2338                          STATION RECOVERY (1982)
 AC2338
 AC2338'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4700 ***********************************************************************
 AC4700  DESIGNATION -  872 3155 E TIDAL
 AC4700  PID         -  AC4700
 AC4700  STATE/COUNTY-  FL/MIAMI-DADE
 AC4700  USGS QUAD   -  MIAMI (1994)
 AC4700
 AC4700                         *CURRENT SURVEY CONTROL
 AC4700  ___________________________________________________________________
 AC4700* NAD 83(1986)-  25 46 20.     (N)    080 10 21.     (W)     SCALED    
 AC4700* NAVD 88     -         1.399  (meters)       4.59   (feet)  ADJUSTED  
 AC4700  ___________________________________________________________________
 AC4700  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AC4700  DYNAMIC HT  -           1.396 (meters)       4.58  (feet)  COMP
 AC4700  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AC4700
 AC4700  VERT ORDER  -  SECOND    CLASS I
 AC4700
 AC4700.The horizontal coordinates were scaled from a topographic map and have
 AC4700.an estimated accuracy of +/- 6 seconds.
 AC4700
 AC4700.The orthometric height was determined by differential leveling
 AC4700.and adjusted by the National Geodetic Survey in September 1996..
 AC4700
 AC4700.The geoid height was determined by GEOID03.
 AC4700
 AC4700.The dynamic height is computed by dividing the NAVD 88
 AC4700.geopotential number by the normal gravity value computed on the
 AC4700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4700.degrees latitude (g = 980.6199 gals.).
 AC4700
 AC4700.The modeled gravity was interpolated from observed gravity values.
 AC4700
 AC4700;                    North         East    Units  Estimated Accuracy
 AC4700;SPC FL E     -   159,640.      283,000.      MT  (+/- 180 meters Scaled)
 AC4700
 AC4700                          SUPERSEDED SURVEY CONTROL
 AC4700
 AC4700  NGVD 29 (09/01/92)    1.878  (m)            6.16   (f) ADJUSTED    2 1
 AC4700
 AC4700.Superseded values are not recommended for survey control.
 AC4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4700.See file dsdata.txt to determine how the superseded data were derived.
 AC4700
 AC4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ829507(NAD 83)
 AC4700_MARKER: DJ = TIDAL STATION DISK
 AC4700_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC4700_SP_SET: CONCRETE CAP FOR STEEL BULKHEA
 AC4700_STAMPING: 3155 E 1986
 AC4700_MARK LOGO: NOS   
 AC4700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4700
 AC4700  HISTORY     - Date     Condition        Report By
 AC4700  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4700  HISTORY     - 1986     GOOD             FLDNR
 AC4700
 AC4700                          STATION DESCRIPTION
 AC4700
 AC4700'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4700'IN MIAMI.
 AC4700'BEGIN AT THE JUNCTION OF PORT ROAD WITH U.S. HIGHWAY 1 (BISCAYNE
 AC4700'BOULEVARD) IN MIAMI, GO 1.5 MILES EAST ON PORT ROAD TO THE N.0.A.A
 AC4700'OCEANOGRAPHIC FACILITY AND THE MARK.  THE MARK IS SET IN TOP OF THE
 AC4700'BULKHEAD FOR THE BOAT BASIN, 141 FEET SOUTHWEST OF THE CENTERLINE OF
 AC4700'PORT ROAD, 12 FEET SOUTHWEST OF THE NORTHEAST END OF THE BULKHEAD AND
 AC4700'1.8 FEET SOUTHEAST OF A POTABLE WATER VALVE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3329 ***********************************************************************
 AC3329  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3329  DESIGNATION -  872 3165 TIDAL 1
 AC3329  PID         -  AC3329
 AC3329  STATE/COUNTY-  FL/MIAMI-DADE
 AC3329  USGS QUAD   -  MIAMI (1994)
 AC3329
 AC3329                         *CURRENT SURVEY CONTROL
 AC3329  ___________________________________________________________________
 AC3329* NAD 83(1986)-  25 46 49.     (N)    080 11 11.     (W)     SCALED    
 AC3329* NAVD 88     -         1.849  (meters)       6.07   (feet)  ADJUSTED  
 AC3329  ___________________________________________________________________
 AC3329  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AC3329  DYNAMIC HT  -           1.846 (meters)       6.06  (feet)  COMP
 AC3329  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 AC3329
 AC3329  VERT ORDER  -  SECOND    CLASS I
 AC3329
 AC3329.The horizontal coordinates were scaled from a topographic map and have
 AC3329.an estimated accuracy of +/- 6 seconds.
 AC3329
 AC3329.The orthometric height was determined by differential leveling
 AC3329.and adjusted by the National Geodetic Survey in June 1991..
 AC3329
 AC3329.This Tidal Bench Mark is designated as VM 16790
 AC3329.by the Center for Operational Oceanographic Products and Services.
 AC3329
 AC3329.The geoid height was determined by GEOID03.
 AC3329
 AC3329.The dynamic height is computed by dividing the NAVD 88
 AC3329.geopotential number by the normal gravity value computed on the
 AC3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3329.degrees latitude (g = 980.6199 gals.).
 AC3329
 AC3329.The modeled gravity was interpolated from observed gravity values.
 AC3329
 AC3329;                    North         East    Units  Estimated Accuracy
 AC3329;SPC FL E     -   160,530.      281,610.      MT  (+/- 180 meters Scaled)
 AC3329
 AC3329                          SUPERSEDED SURVEY CONTROL
 AC3329
 AC3329  NGVD 29 (09/01/92)    2.323  (m)            7.62   (f) ADJUSTED    2 1
 AC3329
 AC3329.Superseded values are not recommended for survey control.
 AC3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3329.See file dsdata.txt to determine how the superseded data were derived.
 AC3329
 AC3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ815516(NAD 83)
 AC3329_MARKER: DJ = TIDAL STATION DISK
 AC3329_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3329_SP_SET: CONCRETE FOUNDATION
 AC3329_STAMPING: NO 1 1970
 AC3329_MARK LOGO: NGS   
 AC3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3329+STABILITY: SURFACE MOTION
 AC3329
 AC3329  HISTORY     - Date     Condition        Report By
 AC3329  HISTORY     - 1970     MONUMENTED       NGS
 AC3329  HISTORY     - 1982     GOOD             FLDNR
 AC3329  HISTORY     - 19940405 GOOD             USPSQD
 AC3329
 AC3329                          STATION DESCRIPTION
 AC3329
 AC3329'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3329'IN MIAMI.
 AC3329'THE MARK IS LOCATED AT THE MIAMI BAY FRONT PARK, NEAR THE CITY YACHT
 AC3329'BASIN.  IT IS SET IN THE NORTHEAST CORNER OF A 15-FOOT SQUARE CONCRETE
 AC3329'FOUNDATION FOR A HIGH VOLTAGE SUBSTATION, 48 FEET WEST OF THE SOUTH
 AC3329'BOUND DRIVE THROUGH THE PARK, 37 FEET WEST-NORTHWEST OF THE SOUTHEAST
 AC3329'CORNER OF THE NORTHERN PARKING LOT, AND RECOVERED AS DESCRIBED IN NOS
 AC3329'TIDAL DATA, QUAD 250801.
 AC3329
 AC3329                          STATION RECOVERY (1994)
 AC3329
 AC3329'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2186 ***********************************************************************
 AC2186  DESIGNATION -  872 3165 TIDAL 15
 AC2186  PID         -  AC2186
 AC2186  STATE/COUNTY-  FL/MIAMI-DADE
 AC2186  USGS QUAD   -  MIAMI (1994)
 AC2186
 AC2186                         *CURRENT SURVEY CONTROL
 AC2186  ___________________________________________________________________
 AC2186* NAD 83(1986)-  25 46 48.     (N)    080 11 31.     (W)     SCALED    
 AC2186* NAVD 88     -         2.724  (meters)       8.94   (feet)  ADJUSTED  
 AC2186  ___________________________________________________________________
 AC2186  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AC2186  DYNAMIC HT  -           2.719 (meters)       8.92  (feet)  COMP
 AC2186  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 AC2186
 AC2186  VERT ORDER  -  FIRST     CLASS II
 AC2186
 AC2186.The horizontal coordinates were scaled from a topographic map and have
 AC2186.an estimated accuracy of +/- 6 seconds.
 AC2186
 AC2186.The orthometric height was determined by differential leveling
 AC2186.and adjusted by the National Geodetic Survey in June 1991..
 AC2186
 AC2186.The geoid height was determined by GEOID03.
 AC2186
 AC2186.The dynamic height is computed by dividing the NAVD 88
 AC2186.geopotential number by the normal gravity value computed on the
 AC2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2186.degrees latitude (g = 980.6199 gals.).
 AC2186
 AC2186.The modeled gravity was interpolated from observed gravity values.
 AC2186
 AC2186;                    North         East    Units  Estimated Accuracy
 AC2186;SPC FL E     -   160,490.      281,050.      MT  (+/- 180 meters Scaled)
 AC2186
 AC2186                          SUPERSEDED SURVEY CONTROL
 AC2186
 AC2186  NGVD 29 (??/??/92)    3.195  (m)           10.48   (f) ADJ UNCH    1 2
 AC2186
 AC2186.Superseded values are not recommended for survey control.
 AC2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2186.See file dsdata.txt to determine how the superseded data were derived.
 AC2186
 AC2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ810515(NAD 83)
 AC2186_MARKER: DD = SURVEY DISK
 AC2186_SETTING: 0 = UNSPECIFIED SETTING
 AC2186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2186
 AC2186  HISTORY     - Date     Condition        Report By
 AC2186  HISTORY     - UNK      MONUMENTED       FL2010
 AC2186  HISTORY     - 1952     GOOD             NGS
 AC2186
 AC2186                          STATION DESCRIPTION
 AC2186
 AC2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AC2186'AT MIAMI.
 AC2186'AT MIAMI, DADE COUNTY, AT THE INTERSECTION OF FIRST AVENUE
 AC2186'NORTHEAST AND SIXTH STREET NORTHEAST, AND 5 FEET NORTHWEST OF
 AC2186'THE INTERSECTION.  A CITY OF MIAMI STANDARD IRON MARKER, SET
 AC2186'SEVERAL INCHES BELOW THE SURFACE OF THE STREET AND COVERED BY
 AC2186'A 5-1/2-INCH IRON DISK WHICH FITS IN A 9-INCH IRON SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3192 ***********************************************************************
 AC3192  DESIGNATION -  872 3165 TIDAL 16 RESET
 AC3192  PID         -  AC3192
 AC3192  STATE/COUNTY-  FL/MIAMI-DADE
 AC3192  USGS QUAD   -  MIAMI (1994)
 AC3192
 AC3192                         *CURRENT SURVEY CONTROL
 AC3192  ___________________________________________________________________
 AC3192* NAD 83(1986)-  25 46 49.     (N)    080 11 22.     (W)     SCALED    
 AC3192* NAVD 88     -         2.440  (meters)       8.01   (feet)  ADJUSTED  
 AC3192  ___________________________________________________________________
 AC3192  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AC3192  DYNAMIC HT  -           2.436 (meters)       7.99  (feet)  COMP
 AC3192  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 AC3192
 AC3192  VERT ORDER  -  FIRST     CLASS II
 AC3192
 AC3192.The horizontal coordinates were scaled from a topographic map and have
 AC3192.an estimated accuracy of +/- 6 seconds.
 AC3192
 AC3192.The orthometric height was determined by differential leveling
 AC3192.and adjusted by the National Geodetic Survey in June 1991..
 AC3192
 AC3192.The geoid height was determined by GEOID03.
 AC3192
 AC3192.The dynamic height is computed by dividing the NAVD 88
 AC3192.geopotential number by the normal gravity value computed on the
 AC3192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3192.degrees latitude (g = 980.6199 gals.).
 AC3192
 AC3192.The modeled gravity was interpolated from observed gravity values.
 AC3192
 AC3192;                    North         East    Units  Estimated Accuracy
 AC3192;SPC FL E     -   160,520.      281,300.      MT  (+/- 180 meters Scaled)
 AC3192
 AC3192                          SUPERSEDED SURVEY CONTROL
 AC3192
 AC3192  NGVD 29 (09/01/92)    2.912  (m)            9.55   (f) ADJUSTED    1 2
 AC3192
 AC3192.Superseded values are not recommended for survey control.
 AC3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3192.See file dsdata.txt to determine how the superseded data were derived.
 AC3192
 AC3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ812516(NAD 83)
 AC3192_MARKER: DJ = TIDAL STATION DISK
 AC3192_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3192_SP_SET: SIDEWALK
 AC3192_STAMPING: NO 16 1928 RESET 1967
 AC3192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3192
 AC3192  HISTORY     - Date     Condition        Report By
 AC3192  HISTORY     - 1967     MONUMENTED       CGS
 AC3192  HISTORY     - 1978     GOOD             NGS
 AC3192
 AC3192                          STATION DESCRIPTION
 AC3192
 AC3192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3192'IN MIAMI.
 AC3192'AT MIAMI, NEAR THE NORTHWEST CORNER OF BISCAYNE BOULEVARD AND NORTH-
 AC3192'EAST SIXTH STREET, 43.5 FEET WEST OF THE WEST CURB OF BISCAYNE
 AC3192'BOULEVARD, 8.5 FEET NORTH OF THE NORTH CURB OF NORTHEAST SIXTH STREET,
 AC3192'SET IN THE SIDEWALK AT THE IMMEDIATE SOUTHEAST CORNER OF THE FREEDOM
 AC3192'TOWER AT 600 BISCAYNE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2176 ***********************************************************************
 AC2176  DESIGNATION -  872 3165 TIDAL 18
 AC2176  PID         -  AC2176
 AC2176  STATE/COUNTY-  FL/MIAMI-DADE
 AC2176  USGS QUAD   -  MIAMI (1994)
 AC2176
 AC2176                         *CURRENT SURVEY CONTROL
 AC2176  ___________________________________________________________________
 AC2176* NAD 83(1986)-  25 46 46.     (N)    080 11 17.     (W)     SCALED    
 AC2176* NAVD 88     -         2.046  (meters)       6.71   (feet)  ADJUSTED  
 AC2176  ___________________________________________________________________
 AC2176  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AC2176  DYNAMIC HT  -           2.043 (meters)       6.70  (feet)  COMP
 AC2176  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AC2176
 AC2176  VERT ORDER  -  FIRST     CLASS II
 AC2176
 AC2176.The horizontal coordinates were scaled from a topographic map and have
 AC2176.an estimated accuracy of +/- 6 seconds.
 AC2176
 AC2176.The orthometric height was determined by differential leveling
 AC2176.and adjusted by the National Geodetic Survey in June 1991..
 AC2176.WARNING-Repeat measurements at this control monument indicate possible
 AC2176.vertical movement.
 AC2176
 AC2176.The geoid height was determined by GEOID03.
 AC2176
 AC2176.The dynamic height is computed by dividing the NAVD 88
 AC2176.geopotential number by the normal gravity value computed on the
 AC2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2176.degrees latitude (g = 980.6199 gals.).
 AC2176
 AC2176.The modeled gravity was interpolated from observed gravity values.
 AC2176
 AC2176;                    North         East    Units  Estimated Accuracy
 AC2176;SPC FL E     -   160,430.      281,440.      MT  (+/- 180 meters Scaled)
 AC2176
 AC2176                          SUPERSEDED SURVEY CONTROL
 AC2176
 AC2176  NGVD 29 (??/??/92)    2.518  (m)            8.26   (f) ADJ UNCH    1 2
 AC2176
 AC2176.Superseded values are not recommended for survey control.
 AC2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2176.See file dsdata.txt to determine how the superseded data were derived.
 AC2176
 AC2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ814515(NAD 83)
 AC2176_MARKER: DJ = TIDAL STATION DISK
 AC2176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2176_SP_SET: SIDEWALK
 AC2176_STAMPING: NO 18 1928
 AC2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2176
 AC2176  HISTORY     - Date     Condition        Report By
 AC2176  HISTORY     - 1928     MONUMENTED       CGS
 AC2176  HISTORY     - 1965     GOOD             NGS
 AC2176  HISTORY     - 1973     GOOD             NGS
 AC2176  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC2176
 AC2176                          STATION DESCRIPTION
 AC2176
 AC2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2176'AT MIAMI.
 AC2176'AT MIAMI, AT THE JUNCTION OF BISCAYNE BLVD AND NE 5TH STREET,
 AC2176'SET ON TOP OF THE BISCAYNE BLVD SIDEWALK, 108 FEET NORTH OF THE
 AC2176'EXTENDED CENTER LINE OF NE 5TH STREET, 11 FEET EAST OF THE EAST
 AC2176'CURB OF THE BLVD, 13 FEET SOUTHEAST OF A CONCRETE LIGHT POLE,
 AC2176'AND ABOUT LEVEL WITH THE BLVD.
 AC2176
 AC2176                          STATION RECOVERY (1973)
 AC2176
 AC2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2176'RECOVERED IN GOOD CONDITION.
 AC2176
 AC2176                          STATION RECOVERY (1978)
 AC2176
 AC2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2176'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2175 ***********************************************************************
 AC2175  DESIGNATION -  872 3165 TIDAL 19
 AC2175  PID         -  AC2175
 AC2175  STATE/COUNTY-  FL/MIAMI-DADE
 AC2175  USGS QUAD   -  MIAMI (1994)
 AC2175
 AC2175                         *CURRENT SURVEY CONTROL
 AC2175  ___________________________________________________________________
 AC2175* NAD 83(1986)-  25 46 45.     (N)    080 11 12.     (W)     SCALED    
 AC2175* NAVD 88     -         1.815  (meters)       5.95   (feet)  ADJUSTED  
 AC2175  ___________________________________________________________________
 AC2175  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AC2175  DYNAMIC HT  -           1.812 (meters)       5.94  (feet)  COMP
 AC2175  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AC2175
 AC2175  VERT ORDER  -  SECOND    CLASS 0
 AC2175
 AC2175.The horizontal coordinates were scaled from a topographic map and have
 AC2175.an estimated accuracy of +/- 6 seconds.
 AC2175
 AC2175.The orthometric height was determined by differential leveling
 AC2175.and adjusted by the National Geodetic Survey in June 1991..
 AC2175
 AC2175.The geoid height was determined by GEOID03.
 AC2175
 AC2175.The dynamic height is computed by dividing the NAVD 88
 AC2175.geopotential number by the normal gravity value computed on the
 AC2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2175.degrees latitude (g = 980.6199 gals.).
 AC2175
 AC2175.The modeled gravity was interpolated from observed gravity values.
 AC2175
 AC2175;                    North         East    Units  Estimated Accuracy
 AC2175;SPC FL E     -   160,400.      281,580.      MT  (+/- 180 meters Scaled)
 AC2175
 AC2175                          SUPERSEDED SURVEY CONTROL
 AC2175
 AC2175  NGVD 29 (??/??/92)    2.288  (m)            7.51   (f) ADJ UNCH    2 0
 AC2175
 AC2175.Superseded values are not recommended for survey control.
 AC2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2175.See file dsdata.txt to determine how the superseded data were derived.
 AC2175
 AC2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ815514(NAD 83)
 AC2175_MARKER: DJ = TIDAL STATION DISK
 AC2175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2175_SP_SET: CONCRETE BLOCK
 AC2175_STAMPING: NO 19 1967
 AC2175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2175
 AC2175  HISTORY     - Date     Condition        Report By
 AC2175  HISTORY     - 1967     MONUMENTED       CGS
 AC2175  HISTORY     - 1970     GOOD             NGS
 AC2175  HISTORY     - 1973     MARK NOT FOUND   NGS
 AC2175
 AC2175                          STATION DESCRIPTION
 AC2175
 AC2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2175'AT MIAMI.
 AC2175'AT MIAMI, ABOUT 0.1 MILE EAST ALONG PORT BLVD FROM THE JUNCTION
 AC2175'OF BISCAYNE BLVD AT MIAMI, AT THE NORTHEAST CORNER OF BAY FRONT
 AC2175'PARK, ALONG THE WEST SIDE OF THE MIAMI YACHT BASIN, ABOUT 120
 AC2175'YARDS SOUTH OF THE CENTER LINE OF PORT BLVD, SET IN THE TOP OF
 AC2175'THE NORTHEAST CORNER OF A 2 1/2-FOOT SQUARE CONCRETE BLOCK WHICH
 AC2175'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 89.3 FEET NORTH
 AC2175'OF THE NORTHWEST CORNER OF THE REST ROOMS IN THE PARK, 18 FEET
 AC2175'SOUTH OF THE SOUTH CURB FOR THE PARKING AREA OF THE MIAMI
 AC2175'AUDITORIUM, AND ABOUT LEVEL WITH THE DRIVE BETWEEN THE PARK AND
 AC2175'THE YACHT BASIN.
 AC2175
 AC2175                          STATION RECOVERY (1973)
 AC2175
 AC2175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2185 ***********************************************************************
 AC2185  DESIGNATION -  872 3165 TIDAL 7
 AC2185  PID         -  AC2185
 AC2185  STATE/COUNTY-  FL/MIAMI-DADE
 AC2185  USGS QUAD   -  MIAMI (1994)
 AC2185
 AC2185                         *CURRENT SURVEY CONTROL
 AC2185  ___________________________________________________________________
 AC2185* NAD 83(1986)-  25 46 47.     (N)    080 11 31.     (W)     SCALED    
 AC2185* NAVD 88     -         3.201  (meters)      10.50   (feet)  ADJUSTED  
 AC2185  ___________________________________________________________________
 AC2185  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AC2185  DYNAMIC HT  -           3.196 (meters)      10.49  (feet)  COMP
 AC2185  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 AC2185
 AC2185  VERT ORDER  -  FIRST     CLASS II
 AC2185
 AC2185.The horizontal coordinates were scaled from a topographic map and have
 AC2185.an estimated accuracy of +/- 6 seconds.
 AC2185
 AC2185.The orthometric height was determined by differential leveling
 AC2185.and adjusted by the National Geodetic Survey in June 1991..
 AC2185
 AC2185.The geoid height was determined by GEOID03.
 AC2185
 AC2185.The dynamic height is computed by dividing the NAVD 88
 AC2185.geopotential number by the normal gravity value computed on the
 AC2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2185.degrees latitude (g = 980.6199 gals.).
 AC2185
 AC2185.The modeled gravity was interpolated from observed gravity values.
 AC2185
 AC2185;                    North         East    Units  Estimated Accuracy
 AC2185;SPC FL E     -   160,460.      281,050.      MT  (+/- 180 meters Scaled)
 AC2185
 AC2185                          SUPERSEDED SURVEY CONTROL
 AC2185
 AC2185  NGVD 29 (??/??/92)    3.673  (m)           12.05   (f) ADJ UNCH    1 2
 AC2185
 AC2185.Superseded values are not recommended for survey control.
 AC2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2185.See file dsdata.txt to determine how the superseded data were derived.
 AC2185
 AC2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ810515(NAD 83)
 AC2185_MARKER: DJ = TIDAL STATION DISK
 AC2185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2185_SP_SET: CEMENT DOORSILL
 AC2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2185
 AC2185  HISTORY     - Date     Condition        Report By
 AC2185  HISTORY     - UNK      MONUMENTED       CGS
 AC2185  HISTORY     - 1945     GOOD             NGS
 AC2185  HISTORY     - 1988     GOOD             USPSQD
 AC2185
 AC2185                          STATION DESCRIPTION
 AC2185
 AC2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AC2185'AT MIAMI.
 AC2185'AT MIAMI, DADE COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 AC2185'OF FIRST AVENUE NORTHEAST AND SIXTH STREET NORTHEAST AT THE
 AC2185'NORTHEAST CORNER OF A CONCRETE BUILDING, AT THE DOOR ON SIXTH
 AC2185'STREET (THE ENTRANCE TO CUBAN EXILE HEADQUARTERS), AND IN THE
 AC2185'WEST END OF THE CEMENT DOORSILL.  A STANDARD DISK.
 AC2185
 AC2185                          STATION RECOVERY (1988)
 AC2185
 AC2185'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2187 ***********************************************************************
 AC2187  DESIGNATION -  872 3165 TIDAL 7 RESET
 AC2187  PID         -  AC2187
 AC2187  STATE/COUNTY-  FL/MIAMI-DADE
 AC2187  USGS QUAD   -  MIAMI (1994)
 AC2187
 AC2187                         *CURRENT SURVEY CONTROL
 AC2187  ___________________________________________________________________
 AC2187* NAD 83(1986)-  25 46 46.     (N)    080 11 35.     (W)     SCALED    
 AC2187* NAVD 88     -         3.453  (meters)      11.33   (feet)  ADJUSTED  
 AC2187  ___________________________________________________________________
 AC2187  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AC2187  DYNAMIC HT  -           3.447 (meters)      11.31  (feet)  COMP
 AC2187  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 AC2187
 AC2187  VERT ORDER  -  FIRST     CLASS I
 AC2187
 AC2187.The horizontal coordinates were scaled from a topographic map and have
 AC2187.an estimated accuracy of +/- 6 seconds.
 AC2187
 AC2187.The orthometric height was determined by differential leveling
 AC2187.and adjusted by the National Geodetic Survey in March 1997..
 AC2187.WARNING-Repeat measurements at this control monument indicate possible
 AC2187.vertical movement.
 AC2187
 AC2187.The geoid height was determined by GEOID03.
 AC2187
 AC2187.The dynamic height is computed by dividing the NAVD 88
 AC2187.geopotential number by the normal gravity value computed on the
 AC2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2187.degrees latitude (g = 980.6199 gals.).
 AC2187
 AC2187.The modeled gravity was interpolated from observed gravity values.
 AC2187
 AC2187;                    North         East    Units  Estimated Accuracy
 AC2187;SPC FL E     -   160,430.      280,940.      MT  (+/- 180 meters Scaled)
 AC2187
 AC2187                          SUPERSEDED SURVEY CONTROL
 AC2187
 AC2187  NAVD 88 (06/15/91)    3.457  (m)           11.34   (f) UNKNOWN     1 1
 AC2187  NGVD 29 (09/01/92)    3.928  (m)           12.89   (f) ADJUSTED    1 1
 AC2187
 AC2187.Superseded values are not recommended for survey control.
 AC2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2187.See file dsdata.txt to determine how the superseded data were derived.
 AC2187
 AC2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ809515(NAD 83)
 AC2187_MARKER: DJ = TIDAL STATION DISK
 AC2187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2187_SP_SET: SIDEWALK
 AC2187_STAMPING: TIDAL NO 7 RESET 1958
 AC2187_MARK LOGO: CGS   
 AC2187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC2187+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1993
 AC2187
 AC2187  HISTORY     - Date     Condition        Report By
 AC2187  HISTORY     - 1958     MONUMENTED       CGS
 AC2187  HISTORY     - 1965     GOOD             NGS
 AC2187  HISTORY     - 1973     GOOD             NGS
 AC2187  HISTORY     - 1978     GOOD             NGS
 AC2187  HISTORY     - 19901206 GOOD             NGS
 AC2187  HISTORY     - 19930521 GOOD             NGS
 AC2187
 AC2187                          STATION DESCRIPTION
 AC2187
 AC2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2187'AT MIAMI.
 AC2187'AT MIAMI, ALONG NE 6TH STREET, ABOUT MIDWAY BETWEEN NORTH MIAMI
 AC2187'AVENUE AND NE 1ST AVENUE, NEAR THE NORTHWEST CORNER OF THE MIAMI
 AC2187'BUILDERS EXCHANGE, SET ON THE TOP OF THE EAST EDGE OF THE CONCRETE
 AC2187'SIDEWALK WHICH LEADS TO THE MAIN ENTRANCE TO THE BUILDING, 11
 AC2187'FEET SOUTH OF THE SOUTH CURB OF NE 6TH STREET, 4 1/2 FEET NORTH
 AC2187'OF THE NORTHWEST CORNER OF THE BUILDING, 0.4 FOOT WEST OF THE
 AC2187'EAST EDGE OF THE CONCRETE SIDEWALK AND ABOUT LEVEL WITH THE
 AC2187'STREET, TIDAL STA 1-76.
 AC2187
 AC2187                          STATION RECOVERY (1973)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2187'RECOVERED IN GOOD CONDITION.
 AC2187
 AC2187                          STATION RECOVERY (1978)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2187'RECOVERED IN GOOD CONDITION.
 AC2187
 AC2187                          STATION RECOVERY (1990)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2187'IN MIAMI, AT 46 NORTHEAST 6TH STREET, IN THE SIDEWALK AT THE MAIN
 AC2187'ENTRANCE TO THE MIAMI BUILDERS EXCHANGE AT 46 NORTHEAST 6TH STREET,
 AC2187'9.7 M (31.8 FT) EAST OF A FIRE HYDRANT, 8.6 M (28.2 FT) SOUTH OF AND
 AC2187'LEVEL WITH THE STREET CENTER, AND 1.2 M (3.9 FT) NORTH OF THE
 AC2187'NORTHWEST CORNER OF THE BUILDING.
 AC2187
 AC2187                          STATION RECOVERY (1993)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2187'IN MIAMI, AT 46 NORTHEAST 6TH STREET, IN THE SIDEWALK AT THE MAIN
 AC2187'ENTRANCE TO THE MIAMI BUILDERS EXCHANGE AT 46 NORTHEAST 6TH STREET,
 AC2187'9.7 M (31.8 FT) EAST OF A FIRE HYDRANT, 8.6 M (28.2 FT) SOUTH OF AND
 AC2187'LEVEL WITH THE STREET CENTER, 6.2 M (20.3 FT) NORTH-NORTHEAST OF THE
 AC2187'CENTER OF THE ENTRANCE DOOR, AND 1.8 M (5.9 FT) WEST-SOUTHWEST OF A
 AC2187'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2173 ***********************************************************************
 AC2173  DESIGNATION -  872 3165 TIDAL CITY 3
 AC2173  PID         -  AC2173
 AC2173  STATE/COUNTY-  FL/MIAMI-DADE
 AC2173  USGS QUAD   -  MIAMI (1994)
 AC2173
 AC2173                         *CURRENT SURVEY CONTROL
 AC2173  ___________________________________________________________________
 AC2173* NAD 83(1986)-  25 46 45.     (N)    080 11 25.     (W)     SCALED    
 AC2173* NAVD 88     -         3.300  (meters)      10.83   (feet)  ADJUSTED  
 AC2173  ___________________________________________________________________
 AC2173  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AC2173  DYNAMIC HT  -           3.295 (meters)      10.81  (feet)  COMP
 AC2173  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 AC2173
 AC2173  VERT ORDER  -  FIRST     CLASS I
 AC2173
 AC2173.The horizontal coordinates were scaled from a topographic map and have
 AC2173.an estimated accuracy of +/- 6 seconds.
 AC2173
 AC2173.The orthometric height was determined by differential leveling
 AC2173.and adjusted by the National Geodetic Survey in June 1991..
 AC2173.WARNING-Repeat measurements at this control monument indicate possible
 AC2173.vertical movement.
 AC2173
 AC2173.The geoid height was determined by GEOID03.
 AC2173
 AC2173.The dynamic height is computed by dividing the NAVD 88
 AC2173.geopotential number by the normal gravity value computed on the
 AC2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2173.degrees latitude (g = 980.6199 gals.).
 AC2173
 AC2173.The modeled gravity was interpolated from observed gravity values.
 AC2173
 AC2173;                    North         East    Units  Estimated Accuracy
 AC2173;SPC FL E     -   160,400.      281,220.      MT  (+/- 180 meters Scaled)
 AC2173
 AC2173                          SUPERSEDED SURVEY CONTROL
 AC2173
 AC2173  NGVD 29 (09/01/92)    3.773  (m)           12.38   (f) ADJUSTED    1 1
 AC2173
 AC2173.Superseded values are not recommended for survey control.
 AC2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2173.See file dsdata.txt to determine how the superseded data were derived.
 AC2173
 AC2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ811514(NAD 83)
 AC2173_MARKER: Z = SEE DESCRIPTION
 AC2173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC2173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AC2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2173
 AC2173  HISTORY     - Date     Condition        Report By
 AC2173  HISTORY     - UNK      MONUMENTED       FL2010
 AC2173  HISTORY     - 1952     GOOD             NGS
 AC2173  HISTORY     - 1973     GOOD             NGS
 AC2173  HISTORY     - 1978     GOOD             NGS
 AC2173
 AC2173                          STATION DESCRIPTION
 AC2173
 AC2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AC2173'AT MIAMI.
 AC2173'AT MIAMI, AT THE NORTHEAST CORNER OF THE INTERSECTION OF NE 2ND
 AC2173'AVENUE AND NE 5TH STREET, 11 FEET EAST OF THE EAST CURB LINE OF
 AC2173'2ND AVENUE, 5 FEET NORTH OF THE NORTH CURB OF NE 5TH AVE, 2 FEET
 AC2173'NORTHWEST OF A STEEL LIGHT POLE, 0.8 FOOT WEST OF THE EAST EDGE
 AC2173'OF SIDEWALK AND IS A BRASS PLUG SET IN THE TOP OF A 1-INCH PIPE.
 AC2173
 AC2173                          STATION RECOVERY (1973)
 AC2173
 AC2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2173'RECOVERED IN GOOD CONDITION.
 AC2173
 AC2173                          STATION RECOVERY (1978)
 AC2173
 AC2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2189 ***********************************************************************
 AC2189  DESIGNATION -  872 3165 TIDAL CITY 4
 AC2189  PID         -  AC2189
 AC2189  STATE/COUNTY-  FL/MIAMI-DADE
 AC2189  USGS QUAD   -  MIAMI (1994)
 AC2189
 AC2189                         *CURRENT SURVEY CONTROL
 AC2189  ___________________________________________________________________
 AC2189* NAD 83(1986)-  25 46 55.     (N)    080 11 24.     (W)     SCALED    
 AC2189* NAVD 88     -         2.787  (meters)       9.14   (feet)  ADJUSTED  
 AC2189  ___________________________________________________________________
 AC2189  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AC2189  DYNAMIC HT  -           2.782 (meters)       9.13  (feet)  COMP
 AC2189  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AC2189
 AC2189  VERT ORDER  -  FIRST     CLASS I
 AC2189
 AC2189.The horizontal coordinates were scaled from a topographic map and have
 AC2189.an estimated accuracy of +/- 6 seconds.
 AC2189
 AC2189.The orthometric height was determined by differential leveling
 AC2189.and adjusted by the National Geodetic Survey in June 1991..
 AC2189
 AC2189.The geoid height was determined by GEOID03.
 AC2189
 AC2189.The dynamic height is computed by dividing the NAVD 88
 AC2189.geopotential number by the normal gravity value computed on the
 AC2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2189.degrees latitude (g = 980.6199 gals.).
 AC2189
 AC2189.The modeled gravity was interpolated from observed gravity values.
 AC2189
 AC2189;                    North         East    Units  Estimated Accuracy
 AC2189;SPC FL E     -   160,710.      281,240.      MT  (+/- 180 meters Scaled)
 AC2189
 AC2189                          SUPERSEDED SURVEY CONTROL
 AC2189
 AC2189  NGVD 29 (??/??/92)    3.26   (m)           10.7    (f) COMPUTED    1 1
 AC2189
 AC2189.Superseded values are not recommended for survey control.
 AC2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2189.See file dsdata.txt to determine how the superseded data were derived.
 AC2189
 AC2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ812517(NAD 83)
 AC2189_MARKER: Z = SEE DESCRIPTION
 AC2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2189+STABILITY: SURFACE MOTION
 AC2189
 AC2189  HISTORY     - Date     Condition        Report By
 AC2189  HISTORY     - UNK      MONUMENTED       FL2010
 AC2189  HISTORY     - 1965     GOOD             NGS
 AC2189  HISTORY     - 1973     GOOD             NGS
 AC2189  HISTORY     - 19901210 MARK NOT FOUND   NGS
 AC2189
 AC2189                          STATION DESCRIPTION
 AC2189
 AC2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2189'AT MIAMI.
 AC2189'AT MIAMI, AT THE NORTHEAST CORNER OF THE INTERSECTION OF NE
 AC2189'8TH STREET AND NE 2ND AVENUE, AT THE SOUTHWEST CORNER OF THE
 AC2189'VILLA D ESTE HOTEL, 12 FEET EAST OF THE EAST CURB OF NE 2ND
 AC2189'AVENUE, 6 FEET NORTH OF THE NORTH CURB OF NE 8TH STREET, 1.2 FEET
 AC2189'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOTEL AND SET IN THE
 AC2189'TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE SIDEWALK.
 AC2189
 AC2189                          STATION RECOVERY (1973)
 AC2189
 AC2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2189'RECOVERED IN GOOD CONDITION.
 AC2189
 AC2189                          STATION RECOVERY (1990)
 AC2189
 AC2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2189'REFERENCE MEASUREMENTS LEAD TO A SIDEWALK.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3186 ***********************************************************************
 AC3186  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3186  DESIGNATION -  872 3170 TIDAL 1 1975
 AC3186  PID         -  AC3186
 AC3186  STATE/COUNTY-  FL/MIAMI-DADE
 AC3186  USGS QUAD   -  MIAMI (1994)
 AC3186
 AC3186                         *CURRENT SURVEY CONTROL
 AC3186  ___________________________________________________________________
 AC3186* NAD 83(1986)-  25 46 06.     (N)    080 07 55.     (W)     SCALED    
 AC3186* NAVD 88     -         2.657  (meters)       8.72   (feet)  ADJUSTED  
 AC3186  ___________________________________________________________________
 AC3186  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC3186  DYNAMIC HT  -           2.652 (meters)       8.70  (feet)  COMP
 AC3186  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AC3186
 AC3186  VERT ORDER  -  FIRST     CLASS II
 AC3186
 AC3186.The horizontal coordinates were scaled from a topographic map and have
 AC3186.an estimated accuracy of +/- 6 seconds.
 AC3186
 AC3186.The orthometric height was determined by differential leveling
 AC3186.and adjusted by the National Geodetic Survey in June 1991..
 AC3186
 AC3186.This Tidal Bench Mark is designated as VM 5782
 AC3186.by the Center for Operational Oceanographic Products and Services.
 AC3186
 AC3186.The geoid height was determined by GEOID03.
 AC3186
 AC3186.The dynamic height is computed by dividing the NAVD 88
 AC3186.geopotential number by the normal gravity value computed on the
 AC3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3186.degrees latitude (g = 980.6199 gals.).
 AC3186
 AC3186.The modeled gravity was interpolated from observed gravity values.
 AC3186
 AC3186;                    North         East    Units  Estimated Accuracy
 AC3186;SPC FL E     -   159,240.      287,070.      MT  (+/- 180 meters Scaled)
 AC3186
 AC3186                          SUPERSEDED SURVEY CONTROL
 AC3186
 AC3186  NGVD 29 (09/01/92)    3.146  (m)           10.32   (f) ADJUSTED    1 2
 AC3186
 AC3186.Superseded values are not recommended for survey control.
 AC3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3186.See file dsdata.txt to determine how the superseded data were derived.
 AC3186
 AC3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83)
 AC3186_MARKER: DJ = TIDAL STATION DISK
 AC3186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3186_SP_SET: CONCRETE DECK MUNICIPAL PIER
 AC3186_STAMPING: NO 1 1975
 AC3186_MARK LOGO: NOS   
 AC3186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3186
 AC3186  HISTORY     - Date     Condition        Report By
 AC3186  HISTORY     - 1975     MONUMENTED       NOS
 AC3186  HISTORY     - 1978     GOOD             NGS
 AC3186  HISTORY     - 1982     GOOD             FLDNR
 AC3186  HISTORY     - 20030127 MARK NOT FOUND   USPSQD
 AC3186
 AC3186                          STATION DESCRIPTION
 AC3186
 AC3186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3186'IN MIAMI BEACH.
 AC3186'IN MIAMI BEACH, AT THE EAST END OF BISCAYNE STREET, NEAR THE SOUTH
 AC3186'END OF MIAMI BEACH, AT THE WEST END OF THE MIAMI BEACH MUNICIPAL
 AC3186'PIER, SET IN THE TOP OF CONCRETE DECK AT THE NORTHWEST CORNER OF
 AC3186'PIER, 18 FT. WEST OF FIRST LAMP POLE ON NORTH SIDE OF PIER, AND 18
 AC3186'FT. NORTH OF THE NORTH SIDE OF WALK LEADING TO PIER.
 AC3186
 AC3186                          STATION RECOVERY (1982)
 AC3186
 AC3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3186'RECOVERED IN GOOD CONDITION.
 AC3186
 AC3186                          STATION RECOVERY (2003)
 AC3186
 AC3186'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AC3186'THE MUNICIPAL PIER IN WHICH THE MARK WAS SET HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2246 ***********************************************************************
 AC2246  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2246  DESIGNATION -  872 3170 TIDAL 10
 AC2246  PID         -  AC2246
 AC2246  STATE/COUNTY-  FL/MIAMI-DADE
 AC2246  USGS QUAD   -  MIAMI (1994)
 AC2246
 AC2246                         *CURRENT SURVEY CONTROL
 AC2246  ___________________________________________________________________
 AC2246* NAD 83(1986)-  25 46 05.     (N)    080 08 13.     (W)     SCALED    
 AC2246* NAVD 88     -         0.809  (meters)       2.65   (feet)  ADJUSTED  
 AC2246  ___________________________________________________________________
 AC2246  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2246  DYNAMIC HT  -           0.808 (meters)       2.65  (feet)  COMP
 AC2246  MODELED GRAV-     979,027.8   (mgal)                       NAVD 88
 AC2246
 AC2246  VERT ORDER  -  FIRST     CLASS II
 AC2246
 AC2246.The horizontal coordinates were scaled from a topographic map and have
 AC2246.an estimated accuracy of +/- 6 seconds.
 AC2246
 AC2246.The orthometric height was determined by differential leveling
 AC2246.and adjusted by the National Geodetic Survey in June 1991..
 AC2246.WARNING-Repeat measurements at this control monument indicate possible
 AC2246.vertical movement.
 AC2246
 AC2246.This Tidal Bench Mark is designated as VM 5776
 AC2246.by the Center for Operational Oceanographic Products and Services.
 AC2246
 AC2246.The geoid height was determined by GEOID03.
 AC2246
 AC2246.The dynamic height is computed by dividing the NAVD 88
 AC2246.geopotential number by the normal gravity value computed on the
 AC2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2246.degrees latitude (g = 980.6199 gals.).
 AC2246
 AC2246.The modeled gravity was interpolated from observed gravity values.
 AC2246
 AC2246;                    North         East    Units  Estimated Accuracy
 AC2246;SPC FL E     -   159,200.      286,570.      MT  (+/- 180 meters Scaled)
 AC2246
 AC2246                          SUPERSEDED SURVEY CONTROL
 AC2246
 AC2246  NGVD 29 (09/01/92)    1.285  (m)            4.22   (f) ADJUSTED    1 2
 AC2246
 AC2246.Superseded values are not recommended for survey control.
 AC2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2246.See file dsdata.txt to determine how the superseded data were derived.
 AC2246
 AC2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ865502(NAD 83)
 AC2246_MARKER: DJ = TIDAL STATION DISK
 AC2246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2246_SP_SET: CONCRETE BASE
 AC2246_STAMPING: NO 10 1956
 AC2246_MARK LOGO: CGS   
 AC2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2246
 AC2246  HISTORY     - Date     Condition        Report By
 AC2246  HISTORY     - 1956     MONUMENTED       CGS
 AC2246  HISTORY     - 1965     GOOD             NGS
 AC2246  HISTORY     - 1973     GOOD             NGS
 AC2246  HISTORY     - 1978     GOOD             NGS
 AC2246  HISTORY     - 1982     GOOD             FLDNR
 AC2246
 AC2246                          STATION DESCRIPTION
 AC2246
 AC2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2246'AT MIAMI BEACH.
 AC2246'AT MIAMI BEACH, NEAR THE SOUTH END OF MIAMI BEACH, AT THE
 AC2246'WEST END OF BISCAYNE STREET, ABOUT 68 YARDS WEST OF THE JUNCTION
 AC2246'OF THE STREET AND ALTON ROAD, NEAR THE NORTHWEST CORNER OF THE
 AC2246'SOUTH SHORE RECREATION PARK, SET ON THE TOP OF THE NORTHWEST
 AC2246'CORNER OF THE CONCRETE BASE TO A METAL LIGHT POLE NO. 166D6,
 AC2246'9 1/2 FEET NORTHEAST OF THE EAST EDGE OF THE NORTH ENTRANCE
 AC2246'TO RECREATION BLDG, 62 FEET EAST OF THE WEST EDGE OF THE BULKHEAD
 AC2246'ON THE WATER FRONT AND ABOUT LEVEL WITH THE GROUND.
 AC2246
 AC2246                          STATION RECOVERY (1973)
 AC2246
 AC2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2246'RECOVERED IN GOOD CONDITION.
 AC2246
 AC2246                          STATION RECOVERY (1978)
 AC2246
 AC2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2246'RECOVERED IN GOOD CONDITION.
 AC2246
 AC2246                          STATION RECOVERY (1982)
 AC2246
 AC2246'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2248 ***********************************************************************
 AC2248  DESIGNATION -  872 3170 TIDAL 11
 AC2248  PID         -  AC2248
 AC2248  STATE/COUNTY-  FL/MIAMI-DADE
 AC2248  USGS QUAD   -  MIAMI (1994)
 AC2248
 AC2248                         *CURRENT SURVEY CONTROL
 AC2248  ___________________________________________________________________
 AC2248* NAD 83(1986)-  25 46 07.     (N)    080 08 14.     (W)     SCALED    
 AC2248* NAVD 88     -         0.734  (meters)       2.41   (feet)  ADJUSTED  
 AC2248  ___________________________________________________________________
 AC2248  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2248  DYNAMIC HT  -           0.733 (meters)       2.40  (feet)  COMP
 AC2248  MODELED GRAV-     979,027.9   (mgal)                       NAVD 88
 AC2248
 AC2248  VERT ORDER  -  FIRST     CLASS I
 AC2248
 AC2248.The horizontal coordinates were scaled from a topographic map and have
 AC2248.an estimated accuracy of +/- 6 seconds.
 AC2248
 AC2248.The orthometric height was determined by differential leveling
 AC2248.and adjusted by the National Geodetic Survey in June 1991..
 AC2248
 AC2248.The geoid height was determined by GEOID03.
 AC2248
 AC2248.The dynamic height is computed by dividing the NAVD 88
 AC2248.geopotential number by the normal gravity value computed on the
 AC2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2248.degrees latitude (g = 980.6199 gals.).
 AC2248
 AC2248.The modeled gravity was interpolated from observed gravity values.
 AC2248
 AC2248;                    North         East    Units  Estimated Accuracy
 AC2248;SPC FL E     -   159,270.      286,550.      MT  (+/- 180 meters Scaled)
 AC2248
 AC2248                          SUPERSEDED SURVEY CONTROL
 AC2248
 AC2248  NGVD 29 (??/??/92)    1.206  (m)            3.96   (f) ADJ UNCH    1 1
 AC2248
 AC2248.Superseded values are not recommended for survey control.
 AC2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2248.See file dsdata.txt to determine how the superseded data were derived.
 AC2248
 AC2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ865503(NAD 83)
 AC2248_MARKER: DJ = TIDAL STATION DISK
 AC2248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2248_SP_SET: CONCRETE BASE
 AC2248_STAMPING: NO 11 1956
 AC2248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2248
 AC2248  HISTORY     - Date     Condition        Report By
 AC2248  HISTORY     - 1956     MONUMENTED       CGS
 AC2248  HISTORY     - 1965     GOOD             NGS
 AC2248  HISTORY     - 1970     MARK NOT FOUND   NGS
 AC2248  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC2248  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC2248
 AC2248                          STATION DESCRIPTION
 AC2248
 AC2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2248'AT MIAMI BEACH.
 AC2248'AT MIAMI BEACH, 0.45 MILE SOUTHEAST ALONG ALTON ROAD FROM THE
 AC2248'INTERSECTION OF MC ARTHUR CAUSEWAY AT MIAMI, NEAR THE JUNCTION
 AC2248'OF ALTON ROAD AND 1ST STREET, SET ON THE TOP OF THE NORTH CORNER
 AC2248'OF A CONCRETE BASE WHICH SUPPORTS A 6 INCH METAL POST, NEAR THE
 AC2248'CITY OF MIAMI BEACH WAREHOUSE, 21 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 AC2248'CURB OF ALTON ROAD, 9 FEET NORTHWEST OF THE NORTHWEST CORNER
 AC2248'OF THE WAREHOUSE BUILDING, 1 FOOT NORTH OF THE METAL POST, ABOUT
 AC2248'LEVEL WITH ALTON ROAD AND ABOUT 0.3 FOOT BELOW THE LEVEL OF THE
 AC2248'GROUND.
 AC2248
 AC2248                          STATION RECOVERY (1970)
 AC2248
 AC2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC2248'MARK NOT FOUND.
 AC2248
 AC2248                          STATION RECOVERY (1978)
 AC2248
 AC2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2248'NOT RECOVERED THIS DATE.
 AC2248
 AC2248                          STATION RECOVERY (2006)
 AC2248
 AC2248'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC2248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3187 ***********************************************************************
 AC3187  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3187  DESIGNATION -  872 3170 TIDAL 2 1975
 AC3187  PID         -  AC3187
 AC3187  STATE/COUNTY-  FL/MIAMI-DADE
 AC3187  USGS QUAD   -  MIAMI (1994)
 AC3187
 AC3187                         *CURRENT SURVEY CONTROL
 AC3187  ___________________________________________________________________
 AC3187* NAD 83(1986)-  25 46 06.     (N)    080 07 55.     (W)     SCALED    
 AC3187* NAVD 88     -         2.117  (meters)       6.95   (feet)  ADJUSTED  
 AC3187  ___________________________________________________________________
 AC3187  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC3187  DYNAMIC HT  -           2.114 (meters)       6.94  (feet)  COMP
 AC3187  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AC3187
 AC3187  VERT ORDER  -  FIRST     CLASS II
 AC3187
 AC3187.The horizontal coordinates were scaled from a topographic map and have
 AC3187.an estimated accuracy of +/- 6 seconds.
 AC3187
 AC3187.The orthometric height was determined by differential leveling
 AC3187.and adjusted by the National Geodetic Survey in June 1991..
 AC3187
 AC3187.This Tidal Bench Mark is designated as VM 5783
 AC3187.by the Center for Operational Oceanographic Products and Services.
 AC3187
 AC3187.The geoid height was determined by GEOID03.
 AC3187
 AC3187.The dynamic height is computed by dividing the NAVD 88
 AC3187.geopotential number by the normal gravity value computed on the
 AC3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3187.degrees latitude (g = 980.6199 gals.).
 AC3187
 AC3187.The modeled gravity was interpolated from observed gravity values.
 AC3187
 AC3187;                    North         East    Units  Estimated Accuracy
 AC3187;SPC FL E     -   159,240.      287,070.      MT  (+/- 180 meters Scaled)
 AC3187
 AC3187                          SUPERSEDED SURVEY CONTROL
 AC3187
 AC3187  NGVD 29 (09/01/92)    2.598  (m)            8.52   (f) ADJUSTED    1 2
 AC3187
 AC3187.Superseded values are not recommended for survey control.
 AC3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3187.See file dsdata.txt to determine how the superseded data were derived.
 AC3187
 AC3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83)
 AC3187_MARKER: DJ = TIDAL STATION DISK
 AC3187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3187_SP_SET: CONCRETE FLOOR
 AC3187_STAMPING: NO 2 1975
 AC3187_MARK LOGO: NOS   
 AC3187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3187
 AC3187  HISTORY     - Date     Condition        Report By
 AC3187  HISTORY     - 1975     MONUMENTED       NOS
 AC3187  HISTORY     - 1978     GOOD             NGS
 AC3187  HISTORY     - 1982     GOOD             FLDNR
 AC3187  HISTORY     - 20030127 MARK NOT FOUND   USPSQD
 AC3187
 AC3187                          STATION DESCRIPTION
 AC3187
 AC3187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3187'IN MIAMI BEACH.
 AC3187'IN MIAMI BEACH, AT THE EAST END OF BISCAYNE STREET, NEAR THE SOUTH
 AC3187'END OF MIAMI BEACH, AT THE WEST END OF MIAMI BEACH MUNICIPAL PIER,
 AC3187'ON THE SOUTH SIDE OF THE WEST ENTRANCE TO PIER, SET IN THE TOP OF THE
 AC3187'CONCRETE FLOOR OF COVERED SEATING AREA, 43 FT. SOUTHWEST OF THE
 AC3187'NORTHEAST CORNER  OF COVERED AREA, AND 16 FT. NORTH OF SOUTHWEST
 AC3187'CORNER OF COVERED AREA.
 AC3187
 AC3187                          STATION RECOVERY (1982)
 AC3187
 AC3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3187'RECOVERED IN GOOD CONDITION.
 AC3187
 AC3187                          STATION RECOVERY (2003)
 AC3187
 AC3187'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AC3187'THE MUNICIPAL PIER HAS BEEN DESTROYED AND SURROUNDING AREA LEVELED AS
 AC3187'PART OF URBAN RENEWAL PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3184 ***********************************************************************
 AC3184  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3184  DESIGNATION -  872 3170 TIDAL 3 1974
 AC3184  PID         -  AC3184
 AC3184  STATE/COUNTY-  FL/MIAMI-DADE
 AC3184  USGS QUAD   -  MIAMI (1994)
 AC3184
 AC3184                         *CURRENT SURVEY CONTROL
 AC3184  ___________________________________________________________________
 AC3184* NAD 83(1986)-  25 46 06.     (N)    080 07 50.     (W)     SCALED    
 AC3184* NAVD 88     -         2.670  (meters)       8.76   (feet)  ADJUSTED  
 AC3184  ___________________________________________________________________
 AC3184  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AC3184  DYNAMIC HT  -           2.665 (meters)       8.74  (feet)  COMP
 AC3184  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AC3184
 AC3184  VERT ORDER  -  FIRST     CLASS II
 AC3184
 AC3184.The horizontal coordinates were scaled from a topographic map and have
 AC3184.an estimated accuracy of +/- 6 seconds.
 AC3184
 AC3184.The orthometric height was determined by differential leveling
 AC3184.and adjusted by the National Geodetic Survey in June 1991..
 AC3184.WARNING-Repeat measurements at this control monument indicate possible
 AC3184.vertical movement.
 AC3184
 AC3184.This Tidal Bench Mark is designated as VM 5780
 AC3184.by the Center for Operational Oceanographic Products and Services.
 AC3184
 AC3184.The geoid height was determined by GEOID03.
 AC3184
 AC3184.The dynamic height is computed by dividing the NAVD 88
 AC3184.geopotential number by the normal gravity value computed on the
 AC3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3184.degrees latitude (g = 980.6199 gals.).
 AC3184
 AC3184.The modeled gravity was interpolated from observed gravity values.
 AC3184
 AC3184;                    North         East    Units  Estimated Accuracy
 AC3184;SPC FL E     -   159,240.      287,210.      MT  (+/- 180 meters Scaled)
 AC3184
 AC3184                          SUPERSEDED SURVEY CONTROL
 AC3184
 AC3184  NGVD 29 (09/01/92)    3.163  (m)           10.38   (f) ADJUSTED    1 2
 AC3184
 AC3184.Superseded values are not recommended for survey control.
 AC3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3184.See file dsdata.txt to determine how the superseded data were derived.
 AC3184
 AC3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ871503(NAD 83)
 AC3184_MARKER: DJ = TIDAL STATION DISK
 AC3184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3184_SP_SET: PIER DECK
 AC3184_STAMPING: NO 3 1974
 AC3184_MARK LOGO: NOS   
 AC3184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3184
 AC3184  HISTORY     - Date     Condition        Report By
 AC3184  HISTORY     - 1974     MONUMENTED       NOS
 AC3184  HISTORY     - 1979     GOOD             NGS
 AC3184  HISTORY     - 1982     GOOD             FLDNR
 AC3184
 AC3184                          STATION DESCRIPTION
 AC3184
 AC3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AC3184'IN MIAMI BEACH.
 AC3184'AT THE EAST END OF THE MIAMI BEACH CITY PARK, SET IN TOP OF THE
 AC3184'CONCRETE PIER DECK, 30 FT WEST OF THE SOUTHEAST CORNER OF THE PIER,
 AC3184'0.6 FT NORTH OF THE SOUTH GUARD RAIL, FLUSH WITH THE PIER DECK.
 AC3184
 AC3184                          STATION RECOVERY (1982)
 AC3184
 AC3184'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3189 ***********************************************************************
 AC3189  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3189  DESIGNATION -  872 3170 TIDAL 3 1975
 AC3189  PID         -  AC3189
 AC3189  STATE/COUNTY-  FL/MIAMI-DADE
 AC3189  USGS QUAD   -  MIAMI (1994)
 AC3189
 AC3189                         *CURRENT SURVEY CONTROL
 AC3189  ___________________________________________________________________
 AC3189* NAD 83(1986)-  25 46 06.     (N)    080 07 59.     (W)     SCALED    
 AC3189* NAVD 88     -         1.945  (meters)       6.38   (feet)  ADJUSTED  
 AC3189  ___________________________________________________________________
 AC3189  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC3189  DYNAMIC HT  -           1.942 (meters)       6.37  (feet)  COMP
 AC3189  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AC3189
 AC3189  VERT ORDER  -  FIRST     CLASS II
 AC3189
 AC3189.The horizontal coordinates were scaled from a topographic map and have
 AC3189.an estimated accuracy of +/- 6 seconds.
 AC3189
 AC3189.The orthometric height was determined by differential leveling
 AC3189.and adjusted by the National Geodetic Survey in June 1991..
 AC3189
 AC3189.This Tidal Bench Mark is designated as VM 5784
 AC3189.by the Center for Operational Oceanographic Products and Services.
 AC3189
 AC3189.The geoid height was determined by GEOID03.
 AC3189
 AC3189.The dynamic height is computed by dividing the NAVD 88
 AC3189.geopotential number by the normal gravity value computed on the
 AC3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3189.degrees latitude (g = 980.6199 gals.).
 AC3189
 AC3189.The modeled gravity was interpolated from observed gravity values.
 AC3189
 AC3189;                    North         East    Units  Estimated Accuracy
 AC3189;SPC FL E     -   159,240.      286,960.      MT  (+/- 180 meters Scaled)
 AC3189
 AC3189                          SUPERSEDED SURVEY CONTROL
 AC3189
 AC3189  NGVD 29 (09/01/92)    2.424  (m)            7.95   (f) ADJUSTED    1 2
 AC3189
 AC3189.Superseded values are not recommended for survey control.
 AC3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3189.See file dsdata.txt to determine how the superseded data were derived.
 AC3189
 AC3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ869503(NAD 83)
 AC3189_MARKER: DJ = TIDAL STATION DISK
 AC3189_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3189_SP_SET: CONCRETE SIDEWALK
 AC3189_STAMPING: NO 3 1975
 AC3189_MARK LOGO: NOS   
 AC3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3189
 AC3189  HISTORY     - Date     Condition        Report By
 AC3189  HISTORY     - 1975     MONUMENTED       NOS
 AC3189  HISTORY     - 1978     GOOD             NGS
 AC3189  HISTORY     - 1982     GOOD             FLDNR
 AC3189  HISTORY     - 20030127 MARK NOT FOUND   USPSQD
 AC3189
 AC3189                          STATION DESCRIPTION
 AC3189
 AC3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3189'IN MIAMI.
 AC3189'IN MIAMI, AT THE WEST CORNER OF BISCAYNE STREET AND OCEAN DRIVE,
 AC3189'SET IN TOP OF CONCRETE SIDEWALK, 230 FT. WEST OF BENCH MARK 872-3170
 AC3189'TIDAL 2, 39 FT. SOUTH OF A FIRE HYDRANT, 10 FT. NORTH OF THE NORTH
 AC3189'CURB OF BISCAYNE STREET, 10 FT. EAST OF EAST CURB OF OCEAN DRIVE.
 AC3189
 AC3189                          STATION RECOVERY (1982)
 AC3189
 AC3189'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3189'RECOVERED IN GOOD CONDITION.
 AC3189
 AC3189                          STATION RECOVERY (2003)
 AC3189
 AC3189'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AC3189'THE INTERSECTION HAS BEEN RECONFIGURED AS PART OF URBAN RENEWAL
 AC3189'PROJECT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2247 ***********************************************************************
 AC2247  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2247  DESIGNATION -  872 3170 TIDAL 4
 AC2247  PID         -  AC2247
 AC2247  STATE/COUNTY-  FL/MIAMI-DADE
 AC2247  USGS QUAD   -  MIAMI (1994)
 AC2247
 AC2247                         *CURRENT SURVEY CONTROL
 AC2247  ___________________________________________________________________
 AC2247* NAD 83(1986)-  25 46 09.     (N)    080 08 13.     (W)     SCALED    
 AC2247* NAVD 88     -         0.937  (meters)       3.07   (feet)  ADJUSTED  
 AC2247  ___________________________________________________________________
 AC2247  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2247  DYNAMIC HT  -           0.936 (meters)       3.07  (feet)  COMP
 AC2247  MODELED GRAV-     979,028.0   (mgal)                       NAVD 88
 AC2247
 AC2247  VERT ORDER  -  FIRST     CLASS II
 AC2247
 AC2247.The horizontal coordinates were scaled from a topographic map and have
 AC2247.an estimated accuracy of +/- 6 seconds.
 AC2247
 AC2247.The orthometric height was determined by differential leveling
 AC2247.and adjusted by the National Geodetic Survey in June 1991..
 AC2247.WARNING-Repeat measurements at this control monument indicate possible
 AC2247.vertical movement.
 AC2247
 AC2247.This Tidal Bench Mark is designated as VM 5773
 AC2247.by the Center for Operational Oceanographic Products and Services.
 AC2247
 AC2247.The geoid height was determined by GEOID03.
 AC2247
 AC2247.The dynamic height is computed by dividing the NAVD 88
 AC2247.geopotential number by the normal gravity value computed on the
 AC2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2247.degrees latitude (g = 980.6199 gals.).
 AC2247
 AC2247.The modeled gravity was interpolated from observed gravity values.
 AC2247
 AC2247;                    North         East    Units  Estimated Accuracy
 AC2247;SPC FL E     -   159,330.      286,570.      MT  (+/- 180 meters Scaled)
 AC2247
 AC2247                          SUPERSEDED SURVEY CONTROL
 AC2247
 AC2247  NGVD 29 (09/01/92)    1.409  (m)            4.62   (f) ADJUSTED    1 2
 AC2247
 AC2247.Superseded values are not recommended for survey control.
 AC2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2247.See file dsdata.txt to determine how the superseded data were derived.
 AC2247
 AC2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ865504(NAD 83)
 AC2247_MARKER: DJ = TIDAL STATION DISK
 AC2247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2247_SP_SET: FENCE POST
 AC2247_STAMPING: NO 4 1928
 AC2247_MARK LOGO: CGS   
 AC2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2247
 AC2247  HISTORY     - Date     Condition        Report By
 AC2247  HISTORY     - 1928     MONUMENTED       CGS
 AC2247  HISTORY     - 1965     GOOD             NGS
 AC2247  HISTORY     - 1973     GOOD             NGS
 AC2247  HISTORY     - 1978     GOOD             NGS
 AC2247  HISTORY     - 1982     GOOD             FLDNR
 AC2247  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC2247
 AC2247                          STATION DESCRIPTION
 AC2247
 AC2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2247'AT MIAMI BEACH.
 AC2247'AT MIAMI BEACH, NEAR THE JUNCTION OF ALTON ROAD, JEFFERSON AVENUE
 AC2247'AND COMMERCE STREET, SET VERTICALLY IN THE SOUTH FACE OF THE
 AC2247'SOUTH POST IN THE NORTH-SOUTH FENCE LINE AROUND A LARGE CITY
 AC2247'WATER TANK, 66 FEET NORTH OF THE EXTENDED CENTER LINE OF COMMERCE
 AC2247'STREET, 36 FEET WEST OF THE CENTER LINE OF JEFFERSON AVENUE,
 AC2247'ABOUT LEVEL WITH THE AVENUE AND 0.6 FOOT ABOVE THE LEVEL OF THE
 AC2247'GROUND.
 AC2247
 AC2247                          STATION RECOVERY (1973)
 AC2247
 AC2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2247'RECOVERED IN GOOD CONDITION.
 AC2247
 AC2247                          STATION RECOVERY (1978)
 AC2247
 AC2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2247'RECOVERED IN GOOD CONDITION.
 AC2247
 AC2247                          STATION RECOVERY (1982)
 AC2247
 AC2247'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2247'RECOVERED IN GOOD CONDITION.
 AC2247
 AC2247                          STATION RECOVERY (2006)
 AC2247
 AC2247'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC2247'THE WATER TANK IS GONE, AS IS THE NEARBY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2244 ***********************************************************************
 AC2244  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2244  DESIGNATION -  872 3170 TIDAL 7
 AC2244  PID         -  AC2244
 AC2244  STATE/COUNTY-  FL/MIAMI-DADE
 AC2244  USGS QUAD   -  MIAMI (1994)
 AC2244
 AC2244                         *CURRENT SURVEY CONTROL
 AC2244  ___________________________________________________________________
 AC2244* NAD 83(1986)-  25 46 01.     (N)    080 08 11.     (W)     SCALED    
 AC2244* NAVD 88     -         0.754  (meters)       2.47   (feet)  ADJUSTED  
 AC2244  ___________________________________________________________________
 AC2244  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2244  DYNAMIC HT  -           0.753 (meters)       2.47  (feet)  COMP
 AC2244  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AC2244
 AC2244  VERT ORDER  -  FIRST     CLASS II
 AC2244
 AC2244.The horizontal coordinates were scaled from a topographic map and have
 AC2244.an estimated accuracy of +/- 6 seconds.
 AC2244
 AC2244.The orthometric height was determined by differential leveling
 AC2244.and adjusted by the National Geodetic Survey in June 1991..
 AC2244.WARNING-Repeat measurements at this control monument indicate possible
 AC2244.vertical movement.
 AC2244
 AC2244.This Tidal Bench Mark is designated as VM 5774
 AC2244.by the Center for Operational Oceanographic Products and Services.
 AC2244
 AC2244.The geoid height was determined by GEOID03.
 AC2244
 AC2244.The dynamic height is computed by dividing the NAVD 88
 AC2244.geopotential number by the normal gravity value computed on the
 AC2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2244.degrees latitude (g = 980.6199 gals.).
 AC2244
 AC2244.The modeled gravity was interpolated from observed gravity values.
 AC2244
 AC2244;                    North         East    Units  Estimated Accuracy
 AC2244;SPC FL E     -   159,080.      286,630.      MT  (+/- 180 meters Scaled)
 AC2244
 AC2244                          SUPERSEDED SURVEY CONTROL
 AC2244
 AC2244  NGVD 29 (09/01/92)    1.228  (m)            4.03   (f) ADJUSTED    1 2
 AC2244
 AC2244.Superseded values are not recommended for survey control.
 AC2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2244.See file dsdata.txt to determine how the superseded data were derived.
 AC2244
 AC2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866501(NAD 83)
 AC2244_MARKER: DJ = TIDAL STATION DISK
 AC2244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2244_SP_SET: CONCRETE BASE
 AC2244_STAMPING: 7 1937
 AC2244_MARK LOGO: CGS   
 AC2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2244
 AC2244  HISTORY     - Date     Condition        Report By
 AC2244  HISTORY     - 1937     MONUMENTED       CGS
 AC2244  HISTORY     - 1965     GOOD             NGS
 AC2244  HISTORY     - 1973     GOOD             NGS
 AC2244  HISTORY     - 1978     GOOD             NGS
 AC2244  HISTORY     - 1982     GOOD             FLDNR
 AC2244  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC2244
 AC2244                          STATION DESCRIPTION
 AC2244
 AC2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2244'AT MIAMI BEACH.
 AC2244'AT MIAMI BEACH, NEAR THE SOUTH END OF WASHINGTON AVENUE, NEAR
 AC2244'THE SOUTH END OF THE ISLAND, ABOUT 100 YARDS SOUTH OF THE
 AC2244'INTERSECTION OF THE AVENUE AND BISCAYNE STREET, SET ON THE
 AC2244'TOP OF THE NORTHWEST SIDE OF THE CONCRETE BASE TO THE EAST
 AC2244'POST TO THE GATE ACROSS THE ENTRANCE DRIVE TO THE CORP OF
 AC2244'ENGINEERS OFFICE BUILDING, AT THE U.S. RESERVATION, 8 FEET
 AC2244'EAST OF THE EXTENDED CENTER LINE OF THE AVENUE, 0.3 FOOT NORTHWEST
 AC2244'OF THE GATEPOST AND ABOUT 1/2 FOOT ABOVE THE ENTRANCE DRIVE.
 AC2244
 AC2244                          STATION RECOVERY (1973)
 AC2244
 AC2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2244'RECOVERED IN GOOD CONDITION.
 AC2244
 AC2244                          STATION RECOVERY (1978)
 AC2244
 AC2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2244'RECOVERED IN GOOD CONDITION.
 AC2244
 AC2244                          STATION RECOVERY (1982)
 AC2244
 AC2244'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2244'RECOVERED IN GOOD CONDITION.
 AC2244
 AC2244                          STATION RECOVERY (2006)
 AC2244
 AC2244'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC2244'THE AREA IS THE WESTERN EDGE OF A PUBLIC PARK, WITH CONSTRUCTION
 AC2244'FENCES.    THE COE BUILDINGS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2240 ***********************************************************************
 AC2240  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2240  DESIGNATION -  872 3170 TIDAL 9
 AC2240  PID         -  AC2240
 AC2240  STATE/COUNTY-  FL/MIAMI-DADE
 AC2240  USGS QUAD   -  MIAMI (1994)
 AC2240
 AC2240                         *CURRENT SURVEY CONTROL
 AC2240  ___________________________________________________________________
 AC2240* NAD 83(1986)-  25 46 06.     (N)    080 07 55.     (W)     SCALED    
 AC2240* NAVD 88     -         2.655  (meters)       8.71   (feet)  ADJUSTED  
 AC2240  ___________________________________________________________________
 AC2240  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC2240  DYNAMIC HT  -           2.651 (meters)       8.70  (feet)  COMP
 AC2240  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AC2240
 AC2240  VERT ORDER  -  FIRST     CLASS II
 AC2240
 AC2240.The horizontal coordinates were scaled from a topographic map and have
 AC2240.an estimated accuracy of +/- 6 seconds.
 AC2240
 AC2240.The orthometric height was determined by differential leveling
 AC2240.and adjusted by the National Geodetic Survey in June 1991..
 AC2240.WARNING-Repeat measurements at this control monument indicate possible
 AC2240.vertical movement.
 AC2240
 AC2240.This Tidal Bench Mark is designated as VM 5775
 AC2240.by the Center for Operational Oceanographic Products and Services.
 AC2240
 AC2240.The geoid height was determined by GEOID03.
 AC2240
 AC2240.The dynamic height is computed by dividing the NAVD 88
 AC2240.geopotential number by the normal gravity value computed on the
 AC2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2240.degrees latitude (g = 980.6199 gals.).
 AC2240
 AC2240.The modeled gravity was interpolated from observed gravity values.
 AC2240
 AC2240;                    North         East    Units  Estimated Accuracy
 AC2240;SPC FL E     -   159,240.      287,070.      MT  (+/- 180 meters Scaled)
 AC2240
 AC2240                          SUPERSEDED SURVEY CONTROL
 AC2240
 AC2240  NGVD 29 (09/01/92)    3.149  (m)           10.33   (f) ADJUSTED    1 2
 AC2240
 AC2240.Superseded values are not recommended for survey control.
 AC2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2240.See file dsdata.txt to determine how the superseded data were derived.
 AC2240
 AC2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83)
 AC2240_MARKER: DJ = TIDAL STATION DISK
 AC2240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2240_SP_SET: PIER
 AC2240_STAMPING: 9 1955
 AC2240_MARK LOGO: CGS   
 AC2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2240
 AC2240  HISTORY     - Date     Condition        Report By
 AC2240  HISTORY     - 1955     MONUMENTED       CGS
 AC2240  HISTORY     - 1965     GOOD             NGS
 AC2240  HISTORY     - 1973     GOOD             NGS
 AC2240  HISTORY     - 1978     GOOD             NGS
 AC2240  HISTORY     - 1982     GOOD             FLDNR
 AC2240
 AC2240                          STATION DESCRIPTION
 AC2240
 AC2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2240'AT MIAMI BEACH.
 AC2240'AT MIAMI BEACH, NEAR THE EAST END OF BISCAYNE STREET, NEAR
 AC2240'THE SOUTH END OF MIAMI BEACH, ABOUT 122 YARDS EAST OF THE
 AC2240'WEST END OF THE CITY PIER, SET ON THE TOP OF THE CONCRETE
 AC2240'FLOOR ALONG THE NORTH EDGE OF THE PIER, 39 FEET NORTHWEST OF THE
 AC2240'NORTHEAST CORNER OF THE LADIES POWDER ROOM, DIRECTLY IN
 AC2240'FRONT OF THE C AND GS TIDE STATION ON THE PIER AND 0.3 FOOT SOUTH
 AC2240'OF THE SOUTH FACE OF THE NORTH GUARD RAIL OF THE PIER.
 AC2240
 AC2240                          STATION RECOVERY (1973)
 AC2240
 AC2240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2240'RECOVERED IN GOOD CONDITION.
 AC2240
 AC2240                          STATION RECOVERY (1978)
 AC2240
 AC2240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2240'RECOVERED IN GOOD CONDITION.
 AC2240
 AC2240                          STATION RECOVERY (1982)
 AC2240
 AC2240'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3319 ***********************************************************************
 AC3319  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3319  DESIGNATION -  872 3205 D TIDAL FLDNR
 AC3319  PID         -  AC3319
 AC3319  STATE/COUNTY-  FL/MIAMI-DADE
 AC3319  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3319
 AC3319                         *CURRENT SURVEY CONTROL
 AC3319  ___________________________________________________________________
 AC3319* NAD 83(1986)-  25 43 37.     (N)    080 14 13.     (W)     SCALED    
 AC3319* NAVD 88     -         1.042  (meters)       3.42   (feet)  ADJUSTED  
 AC3319  ___________________________________________________________________
 AC3319  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC3319  DYNAMIC HT  -           1.040 (meters)       3.41  (feet)  COMP
 AC3319  MODELED GRAV-     979,025.2   (mgal)                       NAVD 88
 AC3319
 AC3319  VERT ORDER  -  SECOND    CLASS I
 AC3319
 AC3319.The horizontal coordinates were scaled from a topographic map and have
 AC3319.an estimated accuracy of +/- 6 seconds.
 AC3319
 AC3319.The orthometric height was determined by differential leveling
 AC3319.and adjusted by the National Geodetic Survey in June 1991..
 AC3319
 AC3319.This Tidal Bench Mark is designated as VM 5794
 AC3319.by the Center for Operational Oceanographic Products and Services.
 AC3319
 AC3319.The geoid height was determined by GEOID03.
 AC3319
 AC3319.The dynamic height is computed by dividing the NAVD 88
 AC3319.geopotential number by the normal gravity value computed on the
 AC3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3319.degrees latitude (g = 980.6199 gals.).
 AC3319
 AC3319.The modeled gravity was interpolated from observed gravity values.
 AC3319
 AC3319;                    North         East    Units  Estimated Accuracy
 AC3319;SPC FL E     -   154,590.      276,570.      MT  (+/- 180 meters Scaled)
 AC3319
 AC3319                          SUPERSEDED SURVEY CONTROL
 AC3319
 AC3319  NGVD 29 (09/01/92)    1.519  (m)            4.98   (f) ADJUSTED    2 1
 AC3319
 AC3319.Superseded values are not recommended for survey control.
 AC3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3319.See file dsdata.txt to determine how the superseded data were derived.
 AC3319
 AC3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3319_MARKER: DJ = TIDAL STATION DISK
 AC3319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3319_SP_SET: CONCRETE FOUNDATION
 AC3319_STAMPING: 3205 D 1982
 AC3319_MARK LOGO: FLDNR 
 AC3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3319+STABILITY: SURFACE MOTION
 AC3319
 AC3319  HISTORY     - Date     Condition        Report By
 AC3319  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3319  HISTORY     - 1986     GOOD             FLDNR
 AC3319  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3319  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3319
 AC3319                          STATION DESCRIPTION
 AC3319
 AC3319'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3319'IN MIAMI.
 AC3319'IN MIAMI,
 AC3319'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3319'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3319'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3319'DRIVE TO THE JUNCTION OF SOUTHWEST 27TH AVENUE AND THE SOUTH ENTRANCE
 AC3319'TO DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3319'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK.  THE MARK BEARS 265 FEET
 AC3319'SOUTHEAST OF BM NO 1 1967, 269 FEET NORTHWEST OF BM NO 2 1967,
 AC3319'7.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A 7 X 7 FOOT GENERATOR
 AC3319'BOX, AND 6.8 FEET NORTHEAST OF THE EDGE OF SEAWALL.
 AC3319'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AC3319
 AC3319                          STATION RECOVERY (1986)
 AC3319
 AC3319'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AC3319'RECOVERED IN GOOD CONDITION.
 AC3319
 AC3319                          STATION RECOVERY (1991)
 AC3319
 AC3319'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3319'MARK NOT FOUND.
 AC3319
 AC3319                          STATION RECOVERY (2006)
 AC3319
 AC3319'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3316 ***********************************************************************
 AC3316  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3316  DESIGNATION -  872 3205 E TIDAL FLDNR
 AC3316  PID         -  AC3316
 AC3316  STATE/COUNTY-  FL/MIAMI-DADE
 AC3316  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3316
 AC3316                         *CURRENT SURVEY CONTROL
 AC3316  ___________________________________________________________________
 AC3316* NAD 83(1986)-  25 43 39.     (N)    080 14 05.     (W)     SCALED    
 AC3316* NAVD 88     -         1.411  (meters)       4.63   (feet)  ADJUSTED  
 AC3316  ___________________________________________________________________
 AC3316  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AC3316  DYNAMIC HT  -           1.409 (meters)       4.62  (feet)  COMP
 AC3316  MODELED GRAV-     979,025.2   (mgal)                       NAVD 88
 AC3316
 AC3316  VERT ORDER  -  SECOND    CLASS I
 AC3316
 AC3316.The horizontal coordinates were scaled from a topographic map and have
 AC3316.an estimated accuracy of +/- 6 seconds.
 AC3316
 AC3316.The orthometric height was determined by differential leveling
 AC3316.and adjusted by the National Geodetic Survey in June 1991..
 AC3316
 AC3316.This Tidal Bench Mark is designated as VM 5795
 AC3316.by the Center for Operational Oceanographic Products and Services.
 AC3316
 AC3316.The geoid height was determined by GEOID03.
 AC3316
 AC3316.The dynamic height is computed by dividing the NAVD 88
 AC3316.geopotential number by the normal gravity value computed on the
 AC3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3316.degrees latitude (g = 980.6199 gals.).
 AC3316
 AC3316.The modeled gravity was interpolated from observed gravity values.
 AC3316
 AC3316;                    North         East    Units  Estimated Accuracy
 AC3316;SPC FL E     -   154,650.      276,790.      MT  (+/- 180 meters Scaled)
 AC3316
 AC3316                          SUPERSEDED SURVEY CONTROL
 AC3316
 AC3316  NGVD 29 (09/01/92)    1.888  (m)            6.19   (f) ADJUSTED    2 1
 AC3316
 AC3316.Superseded values are not recommended for survey control.
 AC3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3316.See file dsdata.txt to determine how the superseded data were derived.
 AC3316
 AC3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ767457(NAD 83)
 AC3316_MARKER: DJ = TIDAL STATION DISK
 AC3316_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3316_SP_SET: CONCRETE FOUNDATION
 AC3316_STAMPING: DAD 3 3205 E 1982 BSM
 AC3316_MARK LOGO: FLDNR 
 AC3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3316+STABILITY: SURFACE MOTION
 AC3316
 AC3316  HISTORY     - Date     Condition        Report By
 AC3316  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3316  HISTORY     - 1986     GOOD             FLDNR
 AC3316  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3316
 AC3316                          STATION DESCRIPTION
 AC3316
 AC3316'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3316'IN MIAMI.
 AC3316'IN MIAMI,
 AC3316'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3316'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3316'INTERSECTION OF BAYSHORE DRIVE, GO 2.4 MILES SOUTHERLY ON BAYSHORE
 AC3316'DRIVE TO THE ENTRANCE TO THE CITY OF MIAMI CITY HALL.  THE MARK BEARS
 AC3316'40 FEET SOUTHEAST OF THE NORTHEASTBOUND LANE CENTERLINE OF BAYSHORE
 AC3316'DRIVE, 42.5 FEET SOUTHWEST OF THE SOUTHEASTBOUND LANE OF PAN AMERICAN
 AC3316'DRIVE, 0.5 FOOT EAST OF THE SOUTHEAST POST FOR THE CITY OF MIAMI CITY
 AC3316'HALL SIGN.
 AC3316'THE MARK IS ABOVE LEVEL WITH BAYSHORE DRIVE.
 AC3316
 AC3316                          STATION RECOVERY (1986)
 AC3316
 AC3316'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AC3316'RECOVERED IN GOOD CONDITION.
 AC3316
 AC3316                          STATION RECOVERY (2006)
 AC3316
 AC3316'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC6060 ***********************************************************************
 AC6060  DESIGNATION -  872 3205 F TIDAL
 AC6060  PID         -  AC6060
 AC6060  STATE/COUNTY-  FL/MIAMI-DADE
 AC6060  USGS QUAD   -  KEY BISCAYNE (1994)
 AC6060
 AC6060                         *CURRENT SURVEY CONTROL
 AC6060  ___________________________________________________________________
 AC6060* NAD 83(1986)-  25 43 38.     (N)    080 14 14.     (W)     SCALED    
 AC6060* NAVD 88     -         0.772  (meters)       2.53   (feet)  ADJUSTED  
 AC6060  ___________________________________________________________________
 AC6060  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC6060  DYNAMIC HT  -           0.771 (meters)       2.53  (feet)  COMP
 AC6060  MODELED GRAV-     979,025.2   (mgal)                       NAVD 88
 AC6060
 AC6060  VERT ORDER  -  SECOND    CLASS I
 AC6060
 AC6060.The horizontal coordinates were scaled from a topographic map and have
 AC6060.an estimated accuracy of +/- 6 seconds.
 AC6060
 AC6060.The orthometric height was determined by differential leveling
 AC6060.and adjusted by the National Geodetic Survey in February 1997..
 AC6060
 AC6060.The geoid height was determined by GEOID03.
 AC6060
 AC6060.The dynamic height is computed by dividing the NAVD 88
 AC6060.geopotential number by the normal gravity value computed on the
 AC6060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6060.degrees latitude (g = 980.6199 gals.).
 AC6060
 AC6060.The modeled gravity was interpolated from observed gravity values.
 AC6060
 AC6060;                    North         East    Units  Estimated Accuracy
 AC6060;SPC FL E     -   154,620.      276,540.      MT  (+/- 180 meters Scaled)
 AC6060
 AC6060                          SUPERSEDED SURVEY CONTROL
 AC6060
 AC6060.No superseded survey control is available for this station.
 AC6060
 AC6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC6060_MARKER: DJ = TIDAL STATION DISK
 AC6060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6060_SP_SET: BULKHEAD
 AC6060_STAMPING: 3205 F 1992
 AC6060_MARK LOGO: NOS   
 AC6060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6060+STABILITY: SURFACE MOTION
 AC6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6060+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC6060
 AC6060  HISTORY     - Date     Condition        Report By
 AC6060  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6060  HISTORY     - 20060211 GOOD             GEOCAC
 AC6060
 AC6060                          STATION DESCRIPTION
 AC6060
 AC6060'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6060'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6060'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 21
 AC6060'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6060'INTRESECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6060'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6060'KM)  CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6060'AND EXHIBITION CENTER PARKING AREA, TURN RIGHT GO WEST INTO THE
 AC6060'PARKING LOT FOR THE BOAT RAMPS AND THE MARK ON LEFT, IN THE CONCRETE
 AC6060'BULKHEAD AT THE NORTH END OF ONE OF THE WOODEN PIERS BETWEEN THE BOAT
 AC6060'RAMPS, THERE IS ONE PIER EAST OF THE MARK AND THREE PIERS WEST OF THE
 AC6060'MARK, 16.7 FT (5.1 M) SOUTH OF THE SOUTH EDGE OF THE ASPHALT PARKING
 AC6060'LOT, 1.2 FT (0.4 M) NORTH OF THE NORTHEAST PILEING AT THE NORTH END OF
 AC6060'THE PIER, 1.0 FT (0.3 M) NORTH OF THE SOUTH END OF THE CONCRETE
 AC6060'BULKHEAD.
 AC6060
 AC6060                          STATION RECOVERY (2006)
 AC6060
 AC6060'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6060'HANDHELD COORDINATES ARE
 AC6060'25 43.642N
 AC6060'80 14.263W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC6059 ***********************************************************************
 AC6059  DESIGNATION -  872 3205 G TIDAL
 AC6059  PID         -  AC6059
 AC6059  STATE/COUNTY-  FL/MIAMI-DADE
 AC6059  USGS QUAD   -  KEY BISCAYNE (1994)
 AC6059
 AC6059                         *CURRENT SURVEY CONTROL
 AC6059  ___________________________________________________________________
 AC6059* NAD 83(1986)-  25 43 39.     (N)    080 14 13.     (W)     SCALED    
 AC6059* NAVD 88     -         1.285  (meters)       4.22   (feet)  ADJUSTED  
 AC6059  ___________________________________________________________________
 AC6059  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC6059  DYNAMIC HT  -           1.283 (meters)       4.21  (feet)  COMP
 AC6059  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AC6059
 AC6059  VERT ORDER  -  SECOND    CLASS I
 AC6059
 AC6059.The horizontal coordinates were scaled from a topographic map and have
 AC6059.an estimated accuracy of +/- 6 seconds.
 AC6059
 AC6059.The orthometric height was determined by differential leveling
 AC6059.and adjusted by the National Geodetic Survey in February 1997..
 AC6059
 AC6059.The geoid height was determined by GEOID03.
 AC6059
 AC6059.The dynamic height is computed by dividing the NAVD 88
 AC6059.geopotential number by the normal gravity value computed on the
 AC6059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6059.degrees latitude (g = 980.6199 gals.).
 AC6059
 AC6059.The modeled gravity was interpolated from observed gravity values.
 AC6059
 AC6059;                    North         East    Units  Estimated Accuracy
 AC6059;SPC FL E     -   154,650.      276,570.      MT  (+/- 180 meters Scaled)
 AC6059
 AC6059                          SUPERSEDED SURVEY CONTROL
 AC6059
 AC6059.No superseded survey control is available for this station.
 AC6059
 AC6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765457(NAD 83)
 AC6059_MARKER: DJ = TIDAL STATION DISK
 AC6059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6059_SP_SET: SEAWALL
 AC6059_STAMPING: 3205 G 1992
 AC6059_MARK LOGO: NOS   
 AC6059_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6059+STABILITY: SURFACE MOTION
 AC6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6059+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC6059
 AC6059  HISTORY     - Date     Condition        Report By
 AC6059  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6059  HISTORY     - 20060211 GOOD             GEOCAC
 AC6059
 AC6059                          STATION DESCRIPTION
 AC6059
 AC6059'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6059'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6059'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6059'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6059'INTRESECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6059'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6059'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6059'AND EXHIBITION CENTER PARKING AREA, AND CONTINUE 0.1 MI (0.2 KM) TO
 AC6059'THE MARK ON THE RIGHT. SET IN THE TOP OF THE SEAWALL NEAR THE
 AC6059'NORTHWEST END OF THE SEAWALL, SOUTHWEST OF THE EXHIBITION CENTER,
 AC6059'NORTHEAST OF THE BOAT RAMPS, 29.3 FT (8.9 M) SOUTHWEST OF THE SOUTHERN
 AC6059'CURB OF THE PAVED DRIVE ALONG THE SOUTHERN END OF THE MARINA, 29.0 FT
 AC6059'(8.8 M) WEST SOUTHWEST OF THE WESTERN MOST BLUE POLE SUPPORTING A
 AC6059'STREET LIGHT, 18.0 FT (5.5 M) SOUTH SOUTHWEST OF OF THE CENTER OF A
 AC6059'2.0 FT (0.6 M) DIAMETER MANHOLE COVER, 1.0 FT (0.3 M) NORTHEAST OF THE
 AC6059'SOUTHERN EDGE OF THE SEAWALL.
 AC6059
 AC6059                          STATION RECOVERY (2006)
 AC6059
 AC6059'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6059'HANDHELD COORDINATES ARE
 AC6059'25 43.650N
 AC6059'80 14.225W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC6058 ***********************************************************************
 AC6058  DESIGNATION -  872 3205 H TIDAL
 AC6058  PID         -  AC6058
 AC6058  STATE/COUNTY-  FL/MIAMI-DADE
 AC6058  USGS QUAD   -  KEY BISCAYNE (1994)
 AC6058
 AC6058                         *CURRENT SURVEY CONTROL
 AC6058  ___________________________________________________________________
 AC6058* NAD 83(1986)-  25 43 36.     (N)    080 14 11.     (W)     SCALED    
 AC6058* NAVD 88     -         1.273  (meters)       4.18   (feet)  ADJUSTED  
 AC6058  ___________________________________________________________________
 AC6058  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC6058  DYNAMIC HT  -           1.271 (meters)       4.17  (feet)  COMP
 AC6058  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AC6058
 AC6058  VERT ORDER  -  SECOND    CLASS I
 AC6058
 AC6058.The horizontal coordinates were scaled from a topographic map and have
 AC6058.an estimated accuracy of +/- 6 seconds.
 AC6058
 AC6058.The orthometric height was determined by differential leveling
 AC6058.and adjusted by the National Geodetic Survey in February 1997..
 AC6058
 AC6058.The geoid height was determined by GEOID03.
 AC6058
 AC6058.The dynamic height is computed by dividing the NAVD 88
 AC6058.geopotential number by the normal gravity value computed on the
 AC6058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6058.degrees latitude (g = 980.6199 gals.).
 AC6058
 AC6058.The modeled gravity was interpolated from observed gravity values.
 AC6058
 AC6058;                    North         East    Units  Estimated Accuracy
 AC6058;SPC FL E     -   154,560.      276,620.      MT  (+/- 180 meters Scaled)
 AC6058
 AC6058                          SUPERSEDED SURVEY CONTROL
 AC6058
 AC6058.No superseded survey control is available for this station.
 AC6058
 AC6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC6058_MARKER: DJ = TIDAL STATION DISK
 AC6058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6058_SP_SET: SEAWALL
 AC6058_STAMPING: 3205 H 1992
 AC6058_MARK LOGO: NOS   
 AC6058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6058+STABILITY: SURFACE MOTION
 AC6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6058+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC6058
 AC6058  HISTORY     - Date     Condition        Report By
 AC6058  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6058  HISTORY     - 20060211 GOOD             GEOCAC
 AC6058
 AC6058                          STATION DESCRIPTION
 AC6058
 AC6058'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6058'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6058'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6058'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6058'INTRESECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6058'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6058'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6058'AND EXHIBITION CENTER PARKING AREA, CONTINUE SOUTHEAST ALONG THE PAVED
 AC6058'DRIVE FOR 0.05 MI (0.08 KM) AND THE MARK ON THE RIGHT NEAR A RED METAL
 AC6058'BOX CONTAINING A FIREHOSE. SET IN THE TOP OF THE SEAWALL SOUTH OF THE
 AC6058'DINNER KEY EXHIBITION HALL, 159 FT (48.5 M) WEST NORTHWEST OF A SMALL
 AC6058'TRIANGULAR CONCERTE BUILDING CONTAINING A PAY PHONE AND BULLETIN
 AC6058'BOARD, 22.0 FT (6.7 M) SOUTHWEST OF THE SOUTHERN CURB OF THE PAVED
 AC6058'DRIVE ALONG THE SOUTHERN END OF THE MARINA, 14.0 FT (4.3 M) SOUTHWEST
 AC6058'OF A BLUE POLE SUPPORTING A STREET LIGHT, 8.2 FT (2.5 M) NORTHWEST OF
 AC6058'A RED METAL BOX CONTAINING A FIRE HOSE, 6.8 FT (2.1 M) NORTHEAST OF
 AC6058'THE SOUTHERN EDGE OF THE SEAWALL.
 AC6058
 AC6058                          STATION RECOVERY (2006)
 AC6058
 AC6058'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6058'THE STATION DISK HAS BEEN PAINTED WHITE, THE SAME COLOR AS THE
 AC6058'SEAWALL.  DISK MARKINGS ARE STILL DISCERNABLE.
 AC6058'HANDHELD COORDINATES ARE
 AC6058'25 43.607N
 AC6058'80 14.196W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC6057 ***********************************************************************
 AC6057  DESIGNATION -  872 3205 J TIDAL
 AC6057  PID         -  AC6057
 AC6057  STATE/COUNTY-  FL/MIAMI-DADE
 AC6057  USGS QUAD   -  KEY BISCAYNE (1994)
 AC6057
 AC6057                         *CURRENT SURVEY CONTROL
 AC6057  ___________________________________________________________________
 AC6057* NAD 83(1986)-  25 43 35.     (N)    080 14 09.     (W)     SCALED    
 AC6057* NAVD 88     -         1.089  (meters)       3.57   (feet)  ADJUSTED  
 AC6057  ___________________________________________________________________
 AC6057  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC6057  DYNAMIC HT  -           1.087 (meters)       3.57  (feet)  COMP
 AC6057  MODELED GRAV-     979,025.0   (mgal)                       NAVD 88
 AC6057
 AC6057  VERT ORDER  -  SECOND    CLASS I
 AC6057
 AC6057.The horizontal coordinates were scaled from a topographic map and have
 AC6057.an estimated accuracy of +/- 6 seconds.
 AC6057
 AC6057.The orthometric height was determined by differential leveling
 AC6057.and adjusted by the National Geodetic Survey in February 1997..
 AC6057
 AC6057.The geoid height was determined by GEOID03.
 AC6057
 AC6057.The dynamic height is computed by dividing the NAVD 88
 AC6057.geopotential number by the normal gravity value computed on the
 AC6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6057.degrees latitude (g = 980.6199 gals.).
 AC6057
 AC6057.The modeled gravity was interpolated from observed gravity values.
 AC6057
 AC6057;                    North         East    Units  Estimated Accuracy
 AC6057;SPC FL E     -   154,530.      276,680.      MT  (+/- 180 meters Scaled)
 AC6057
 AC6057                          SUPERSEDED SURVEY CONTROL
 AC6057
 AC6057.No superseded survey control is available for this station.
 AC6057
 AC6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ766456(NAD 83)
 AC6057_MARKER: DJ = TIDAL STATION DISK
 AC6057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6057_SP_SET: SEAWALL
 AC6057_STAMPING: 3205 J 1992
 AC6057_MARK LOGO: NOS   
 AC6057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6057+STABILITY: SURFACE MOTION
 AC6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6057+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC6057
 AC6057  HISTORY     - Date     Condition        Report By
 AC6057  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6057  HISTORY     - 20060211 GOOD             GEOCAC
 AC6057
 AC6057                          STATION DESCRIPTION
 AC6057
 AC6057'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6057'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6057'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6057'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6057'INTERSECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6057'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6057'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6057'AND EXHIBITION CENTER PARKING AREA, CONTINUE SOUTHEAST ALONG THE PAVED
 AC6057'DRIVE FOR 0.1 MI (0.2 KM) TO A 90 DEGREE TURN TO THE LEFT AND MARK ON
 AC6057'RIGHT AT THE SOUTHEASTERN MOST CORNER OF THE SEAWALL. SET IN THE TOP
 AC6057'OF THE SEAWALL AT THE SOUTHWESTERN MOST CORNER OF PIER 7, NEAR THE
 AC6057'POINT WHERE THE SEAWALL CORNERS FROM A NORTHWEST TO SOUTHEAST
 AC6057'DIRECTION TO A SOUTHWEST TO NORTHEAST DIRECTION, 6.6 FT (2.0 M)
 AC6057'NORTHEAST OF THE CORNER OF THE TWO SEAWALLS, 5.4 FT (1.6 M) NORTH OF A
 AC6057'12 INCH DIAMETER CONCRETE CORNER POST FOR A FENCE ALONG THE TOP EDGE
 AC6057'OF THE SEAWALL, 1.6 FT (0.5 M) NORTHEAST OF THE SOUTHWESTERN MOST
 AC6057'CONCRETE POST THAT SUPPORTS A COVER AT THE NORTHWEST END OF PIER 7,
 AC6057'0.7 FT (21.3 CM) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.
 AC6057
 AC6057                          STATION RECOVERY (2006)
 AC6057
 AC6057'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6057'HANDHELD COORDINATES ARE
 AC6057'25 43.568N
 AC6057'80 14.147W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC6056 ***********************************************************************
 AC6056  DESIGNATION -  872 3205 K TIDAL
 AC6056  PID         -  AC6056
 AC6056  STATE/COUNTY-  FL/MIAMI-DADE
 AC6056  USGS QUAD   -  KEY BISCAYNE (1994)
 AC6056
 AC6056                         *CURRENT SURVEY CONTROL
 AC6056  ___________________________________________________________________
 AC6056* NAD 83(1986)-  25 43 36.     (N)    080 14 06.     (W)     SCALED    
 AC6056* NAVD 88     -         1.101  (meters)       3.61   (feet)  ADJUSTED  
 AC6056  ___________________________________________________________________
 AC6056  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AC6056  DYNAMIC HT  -           1.099 (meters)       3.61  (feet)  COMP
 AC6056  MODELED GRAV-     979,025.0   (mgal)                       NAVD 88
 AC6056
 AC6056  VERT ORDER  -  SECOND    CLASS I
 AC6056
 AC6056.The horizontal coordinates were scaled from a topographic map and have
 AC6056.an estimated accuracy of +/- 6 seconds.
 AC6056
 AC6056.The orthometric height was determined by differential leveling
 AC6056.and adjusted by the National Geodetic Survey in February 1997..
 AC6056
 AC6056.The geoid height was determined by GEOID03.
 AC6056
 AC6056.The dynamic height is computed by dividing the NAVD 88
 AC6056.geopotential number by the normal gravity value computed on the
 AC6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6056.degrees latitude (g = 980.6199 gals.).
 AC6056
 AC6056.The modeled gravity was interpolated from observed gravity values.
 AC6056
 AC6056;                    North         East    Units  Estimated Accuracy
 AC6056;SPC FL E     -   154,560.      276,760.      MT  (+/- 180 meters Scaled)
 AC6056
 AC6056                          SUPERSEDED SURVEY CONTROL
 AC6056
 AC6056.No superseded survey control is available for this station.
 AC6056
 AC6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ767456(NAD 83)
 AC6056_MARKER: DJ = TIDAL STATION DISK
 AC6056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6056_SP_SET: SEAWALL
 AC6056_STAMPING: 3205 K 1992
 AC6056_MARK LOGO: NOS   
 AC6056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6056+STABILITY: SURFACE MOTION
 AC6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6056+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC6056
 AC6056  HISTORY     - Date     Condition        Report By
 AC6056  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6056  HISTORY     - 20060211 GOOD             GEOCAC
 AC6056
 AC6056                          STATION DESCRIPTION
 AC6056
 AC6056'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6056'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6056'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6056'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6056'INTERSECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6056'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6056'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6056'AND EXHIBITION CENTER PARKING AREA, CONTINUE SOUTHEAST ALONG THE PAVED
 AC6056'DRIVE FOR 0.1 MI (0.2 KM) TO A 90 DEGREE TURN TO THE LEFT FOLLOWING
 AC6056'THE DRIVE HEAD NORTHEAST FOR 0.05 MI (0.08 KM) TO THE DINNER KEY
 AC6056'MARINA OFFICE ON THE RIGHT AND THE MARK, IN THE TOP OF THE SEAWALL
 AC6056'SOUTH OF THE MARINA OFFICE AT THE NORTHERN MOST CORNER OF PIER 6, THE
 AC6056'MARK IS 29 FT (8.8 M) SOUTH OF THE SOUTH CORNER OF THE MARINA OFFICE,
 AC6056'6.3 FT (1.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK THAT
 AC6056'PARALLELS THE SEAWALL, 1.9 FT (0.6 M) NORTHWEST OF THE NORTHERN MOST
 AC6056'POST THAT SUPPORTS A COVER OVER THE NORTHERN END OF PIER 6.
 AC6056
 AC6056                          STATION RECOVERY (2006)
 AC6056
 AC6056'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6056'HANDHELD COORDINATES ARE
 AC6056'25 43.591N
 AC6056'80 14.119W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3320 ***********************************************************************
 AC3320  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3320  DESIGNATION -  872 3205 TIDAL 1
 AC3320  PID         -  AC3320
 AC3320  STATE/COUNTY-  FL/MIAMI-DADE
 AC3320  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3320
 AC3320                         *CURRENT SURVEY CONTROL
 AC3320  ___________________________________________________________________
 AC3320* NAD 83(1986)-  25 43 37.     (N)    080 14 11.     (W)     SCALED    
 AC3320* NAVD 88     -         1.012  (meters)       3.32   (feet)  ADJUSTED  
 AC3320  ___________________________________________________________________
 AC3320  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC3320  DYNAMIC HT  -           1.010 (meters)       3.31  (feet)  COMP
 AC3320  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AC3320
 AC3320  VERT ORDER  -  SECOND    CLASS I
 AC3320
 AC3320.The horizontal coordinates were scaled from a topographic map and have
 AC3320.an estimated accuracy of +/- 6 seconds.
 AC3320
 AC3320.The orthometric height was determined by differential leveling
 AC3320.and adjusted by the National Geodetic Survey in June 1991..
 AC3320
 AC3320.This Tidal Bench Mark is designated as VM 15834
 AC3320.by the Center for Operational Oceanographic Products and Services.
 AC3320
 AC3320.The geoid height was determined by GEOID03.
 AC3320
 AC3320.The dynamic height is computed by dividing the NAVD 88
 AC3320.geopotential number by the normal gravity value computed on the
 AC3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3320.degrees latitude (g = 980.6199 gals.).
 AC3320
 AC3320.The modeled gravity was interpolated from observed gravity values.
 AC3320
 AC3320;                    North         East    Units  Estimated Accuracy
 AC3320;SPC FL E     -   154,590.      276,620.      MT  (+/- 180 meters Scaled)
 AC3320
 AC3320                          SUPERSEDED SURVEY CONTROL
 AC3320
 AC3320  NGVD 29 (09/01/92)    1.489  (m)            4.89   (f) ADJUSTED    2 1
 AC3320
 AC3320.Superseded values are not recommended for survey control.
 AC3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3320.See file dsdata.txt to determine how the superseded data were derived.
 AC3320
 AC3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3320_MARKER: DJ = TIDAL STATION DISK
 AC3320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3320_SP_SET: CONCRETE BULKHEAD
 AC3320_STAMPING: NO 1 1967
 AC3320_MARK LOGO: CGS   
 AC3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3320+STABILITY: SURFACE MOTION
 AC3320
 AC3320  HISTORY     - Date     Condition        Report By
 AC3320  HISTORY     - 1967     MONUMENTED       CGS
 AC3320  HISTORY     - 1982     GOOD             FLDNR
 AC3320  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3320  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3320
 AC3320                          STATION DESCRIPTION
 AC3320
 AC3320'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3320'IN MIAMI.
 AC3320'IN MIAMI,
 AC3320'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3320'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3320'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3320'DRIVE TO THE JUNCTION OF S.W. 27TH AVENUE AND THE SOUTH ENTRANCE TO
 AC3320'DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3320'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK.  THE MARK IS AT BOAT
 AC3320'SLIP NO. 89, SOUTHWEST OF THE SOUTH CORNER OF THE AUDITORIUM, 7 FEET
 AC3320'NORTHEAST OF THE FACE OF THE LOWER BULKHEAD LANDING, SET IN THE UPPER
 AC3320'BULKHEAD WITH AN IRON PIPE RAILING, AND RECOVERED AS DESCRIBED IN NOS
 AC3320'TIDAL DATA, QUAD 250801.
 AC3320'THE MARK IS ABOVE LEVEL WITH UPPER BULKHEAD.
 AC3320
 AC3320                          STATION RECOVERY (1991)
 AC3320
 AC3320'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3320'MARK NOT FOUND.
 AC3320
 AC3320                          STATION RECOVERY (2006)
 AC3320
 AC3320'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3318 ***********************************************************************
 AC3318  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3318  DESIGNATION -  872 3205 TIDAL 2
 AC3318  PID         -  AC3318
 AC3318  STATE/COUNTY-  FL/MIAMI-DADE
 AC3318  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3318
 AC3318                         *CURRENT SURVEY CONTROL
 AC3318  ___________________________________________________________________
 AC3318* NAD 83(1986)-  25 43 37.     (N)    080 14 11.     (W)     SCALED    
 AC3318* NAVD 88     -         1.086  (meters)       3.56   (feet)  ADJUSTED  
 AC3318  ___________________________________________________________________
 AC3318  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC3318  DYNAMIC HT  -           1.085 (meters)       3.56  (feet)  COMP
 AC3318  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AC3318
 AC3318  VERT ORDER  -  SECOND    CLASS I
 AC3318
 AC3318.The horizontal coordinates were scaled from a topographic map and have
 AC3318.an estimated accuracy of +/- 6 seconds.
 AC3318
 AC3318.The orthometric height was determined by differential leveling
 AC3318.and adjusted by the National Geodetic Survey in June 1991..
 AC3318
 AC3318.This Tidal Bench Mark is designated as VM 5792
 AC3318.by the Center for Operational Oceanographic Products and Services.
 AC3318
 AC3318.The geoid height was determined by GEOID03.
 AC3318
 AC3318.The dynamic height is computed by dividing the NAVD 88
 AC3318.geopotential number by the normal gravity value computed on the
 AC3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3318.degrees latitude (g = 980.6199 gals.).
 AC3318
 AC3318.The modeled gravity was interpolated from observed gravity values.
 AC3318
 AC3318;                    North         East    Units  Estimated Accuracy
 AC3318;SPC FL E     -   154,590.      276,620.      MT  (+/- 180 meters Scaled)
 AC3318
 AC3318                          SUPERSEDED SURVEY CONTROL
 AC3318
 AC3318  NGVD 29 (09/01/92)    1.563  (m)            5.13   (f) ADJUSTED    2 1
 AC3318
 AC3318.Superseded values are not recommended for survey control.
 AC3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3318.See file dsdata.txt to determine how the superseded data were derived.
 AC3318
 AC3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3318_MARKER: DJ = TIDAL STATION DISK
 AC3318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3318_SP_SET: CONCRETE BULKHEAD
 AC3318_STAMPING: NO 2 1967
 AC3318_MARK LOGO: CGS   
 AC3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3318+STABILITY: SURFACE MOTION
 AC3318
 AC3318  HISTORY     - Date     Condition        Report By
 AC3318  HISTORY     - 1967     MONUMENTED       CGS
 AC3318  HISTORY     - 1982     GOOD             FLDNR
 AC3318  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3318  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3318
 AC3318                          STATION DESCRIPTION
 AC3318
 AC3318'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3318'IN MIAMI.
 AC3318'IN MIAMI,
 AC3318'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3318'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3318'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3318'DRIVE TO THE JUNCTION OF S.W. 27TH AVENUE AND THE SOUTH ENTRANCE TO
 AC3318'DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3318'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK LOCATION.  THE MARK IS AT
 AC3318'BOAT SLIP NO. 64, 9.5 FEET NORTH OF THE SOUTH CORNER OF LOWER BULKHEAD
 AC3318'LANDING, FLUSH WITH UPPER BULKHEAD WHICH HAS AN IRON PIPE RAILING.
 AC3318
 AC3318                          STATION RECOVERY (1991)
 AC3318
 AC3318'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3318'MARK NOT FOUND.
 AC3318
 AC3318                          STATION RECOVERY (2006)
 AC3318
 AC3318'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3317 ***********************************************************************
 AC3317  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3317  DESIGNATION -  872 3205 TIDAL 3
 AC3317  PID         -  AC3317
 AC3317  STATE/COUNTY-  FL/MIAMI-DADE
 AC3317  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3317
 AC3317                         *CURRENT SURVEY CONTROL
 AC3317  ___________________________________________________________________
 AC3317* NAD 83(1986)-  25 43 37.     (N)    080 14 11.     (W)     SCALED    
 AC3317* NAVD 88     -         0.668  (meters)       2.19   (feet)  ADJUSTED  
 AC3317  ___________________________________________________________________
 AC3317  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AC3317  DYNAMIC HT  -           0.667 (meters)       2.19  (feet)  COMP
 AC3317  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AC3317
 AC3317  VERT ORDER  -  SECOND    CLASS I
 AC3317
 AC3317.The horizontal coordinates were scaled from a topographic map and have
 AC3317.an estimated accuracy of +/- 6 seconds.
 AC3317
 AC3317.The orthometric height was determined by differential leveling
 AC3317.and adjusted by the National Geodetic Survey in June 1991..
 AC3317
 AC3317.This Tidal Bench Mark is designated as VM 5797
 AC3317.by the Center for Operational Oceanographic Products and Services.
 AC3317
 AC3317.The geoid height was determined by GEOID03.
 AC3317
 AC3317.The dynamic height is computed by dividing the NAVD 88
 AC3317.geopotential number by the normal gravity value computed on the
 AC3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3317.degrees latitude (g = 980.6199 gals.).
 AC3317
 AC3317.The modeled gravity was interpolated from observed gravity values.
 AC3317
 AC3317;                    North         East    Units  Estimated Accuracy
 AC3317;SPC FL E     -   154,590.      276,620.      MT  (+/- 180 meters Scaled)
 AC3317
 AC3317                          SUPERSEDED SURVEY CONTROL
 AC3317
 AC3317  NGVD 29 (09/01/92)    1.145  (m)            3.76   (f) ADJUSTED    2 1
 AC3317
 AC3317.Superseded values are not recommended for survey control.
 AC3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3317.See file dsdata.txt to determine how the superseded data were derived.
 AC3317
 AC3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3317_MARKER: DJ = TIDAL STATION DISK
 AC3317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3317_SP_SET: CONCRETE BULKHEAD
 AC3317_STAMPING: NO 3 1967
 AC3317_MARK LOGO: CGS   
 AC3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3317+STABILITY: SURFACE MOTION
 AC3317
 AC3317  HISTORY     - Date     Condition        Report By
 AC3317  HISTORY     - 1967     MONUMENTED       CGS
 AC3317  HISTORY     - 1982     GOOD             FLDNR
 AC3317  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3317  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3317
 AC3317                          STATION DESCRIPTION
 AC3317
 AC3317'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3317'IN MIAMI.
 AC3317'IN MIAMI,
 AC3317'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3317'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3317'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3317'DRIVE TO THE JUNCTION OF S.W. 27TH AVENUE AND THE SOUTH ENTRANCE TO
 AC3317'DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3317'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK LOCATION.  THE MARK IS
 AC3317'SET FLUSH WITH THE LOWER BULKHEAD LANDING AT THE NORTHWEST INSIDE
 AC3317'CORNER OF THE MARINA, 40 FEET NORTHWEST OF BOAT SLIP NO. 15, 37.5 FEET
 AC3317'NORTHEAST OF BOAT SLIP NO. 16.
 AC3317
 AC3317                          STATION RECOVERY (1991)
 AC3317
 AC3317'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3317'MARK NOT FOUND.
 AC3317
 AC3317                          STATION RECOVERY (2006)
 AC3317
 AC3317'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH5252 ***********************************************************************
 AH5252  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5252  DESIGNATION -  872 3214 A TIDAL
 AH5252  PID         -  AH5252
 AH5252  STATE/COUNTY-  FL/MIAMI-DADE
 AH5252  USGS QUAD   -  KEY BISCAYNE (1994)
 AH5252
 AH5252                         *CURRENT SURVEY CONTROL
 AH5252  ___________________________________________________________________
 AH5252* NAD 83(1986)-  25 43 55.     (N)    080 09 45.     (W)     SCALED    
 AH5252* NAVD 88     -         1.405  (meters)       4.61   (feet)  ADJUSTED  
 AH5252  ___________________________________________________________________
 AH5252  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH5252  DYNAMIC HT  -           1.403 (meters)       4.60  (feet)  COMP
 AH5252  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AH5252
 AH5252  VERT ORDER  -  SECOND    CLASS I
 AH5252
 AH5252.The horizontal coordinates were scaled from a topographic map and have
 AH5252.an estimated accuracy of +/- 6 seconds.
 AH5252
 AH5252.The orthometric height was determined by differential leveling
 AH5252.and adjusted by the National Geodetic Survey in January 2005..
 AH5252.No vertical observational check was made to the station.
 AH5252
 AH5252.This Tidal Bench Mark is designated as VM 12599
 AH5252.by the Center for Operational Oceanographic Products and Services.
 AH5252
 AH5252.The geoid height was determined by GEOID03.
 AH5252
 AH5252.The dynamic height is computed by dividing the NAVD 88
 AH5252.geopotential number by the normal gravity value computed on the
 AH5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5252.degrees latitude (g = 980.6199 gals.).
 AH5252
 AH5252.The modeled gravity was interpolated from observed gravity values.
 AH5252
 AH5252;                    North         East    Units  Estimated Accuracy
 AH5252;SPC FL E     -   155,190.      284,040.      MT  (+/- 180 meters Scaled)
 AH5252
 AH5252                          SUPERSEDED SURVEY CONTROL
 AH5252
 AH5252  NAVD 88 (07/26/02)    1.407  (m)            4.62   (f) UNKNOWN     2 1
 AH5252
 AH5252.Superseded values are not recommended for survey control.
 AH5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5252.See file dsdata.txt to determine how the superseded data were derived.
 AH5252
 AH5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ840462(NAD 83)
 AH5252_MARKER: DJ = TIDAL STATION DISK
 AH5252_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH5252_SP_SET: PIER
 AH5252_STAMPING: 3214 A 1994
 AH5252_MARK LOGO: NOS   
 AH5252_PROJECTION: FLUSH
 AH5252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5252+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 AH5252
 AH5252  HISTORY     - Date     Condition        Report By
 AH5252  HISTORY     - 1994     MONUMENTED       NOS
 AH5252  HISTORY     - 19980728 GOOD             NGS
 AH5252  HISTORY     - 20010209 GOOD             NOS
 AH5252  HISTORY     - 20020322 GOOD             NGS
 AH5252  HISTORY     - 20060211 GOOD             GEOCAC
 AH5252
 AH5252                          STATION DESCRIPTION
 AH5252
 AH5252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5252'THE STATION IS LOCATED ON VIRGINIA KEY, FLORIDA AT THE ROSENSTIEL
 AH5252'SCHOOL CONCRETE PIER.  STATION IS 80.7 FT (24.6 M) SOUTH OF A LIFTING
 AH5252'BOOM,13.6 FT WEST OF A ROHN TOWER,0.5 FT EAST OF THE WEST FACE OF THE
 AH5252'PIER, AND BETWEEN A BOLLARD AND A 6X6 INCH WOODEN BUMPER.
 AH5252
 AH5252                          STATION RECOVERY (2001)
 AH5252
 AH5252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5252'RECOVERED AS DESCRIBED.
 AH5252
 AH5252                          STATION RECOVERY (2002)
 AH5252
 AH5252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AH5252'RECOVERED IN GOOD CONDITION.
 AH5252
 AH5252                          STATION RECOVERY (2006)
 AH5252
 AH5252'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5252'THE LIFTING BOOM WAS REMOVED DURING PIER RENOVATIONS.  THE STATION IS
 AH5252'4 FT. FROM THE SW INSIDE CORNER OF THE PIER AND A FINGER PIER
 AH5252'EXTENDING NW.
 AH5252'HANDHELD COORDINATES ARE
 AH5252'25 43.891N
 AH5252'80 09.719W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH5251 ***********************************************************************
 AH5251  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5251  DESIGNATION -  872 3214 B TIDAL
 AH5251  PID         -  AH5251
 AH5251  STATE/COUNTY-  FL/MIAMI-DADE
 AH5251  USGS QUAD   -  KEY BISCAYNE (1994)
 AH5251
 AH5251                         *CURRENT SURVEY CONTROL
 AH5251  ___________________________________________________________________
 AH5251* NAD 83(1986)-  25 43 55.     (N)    080 09 45.     (W)     SCALED    
 AH5251* NAVD 88     -         1.302  (meters)       4.27   (feet)  ADJUSTED  
 AH5251  ___________________________________________________________________
 AH5251  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH5251  DYNAMIC HT  -           1.300 (meters)       4.27  (feet)  COMP
 AH5251  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AH5251
 AH5251  VERT ORDER  -  SECOND    CLASS I
 AH5251
 AH5251.The horizontal coordinates were scaled from a topographic map and have
 AH5251.an estimated accuracy of +/- 6 seconds.
 AH5251
 AH5251.The orthometric height was determined by differential leveling
 AH5251.and adjusted by the National Geodetic Survey in July 2002..
 AH5251
 AH5251.This Tidal Bench Mark is designated as VM 12600
 AH5251.by the Center for Operational Oceanographic Products and Services.
 AH5251
 AH5251.The geoid height was determined by GEOID03.
 AH5251
 AH5251.The dynamic height is computed by dividing the NAVD 88
 AH5251.geopotential number by the normal gravity value computed on the
 AH5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5251.degrees latitude (g = 980.6199 gals.).
 AH5251
 AH5251.The modeled gravity was interpolated from observed gravity values.
 AH5251
 AH5251;                    North         East    Units  Estimated Accuracy
 AH5251;SPC FL E     -   155,190.      284,040.      MT  (+/- 180 meters Scaled)
 AH5251
 AH5251                          SUPERSEDED SURVEY CONTROL
 AH5251
 AH5251.No superseded survey control is available for this station.
 AH5251
 AH5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ840462(NAD 83)
 AH5251_MARKER: DJ = TIDAL STATION DISK
 AH5251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH5251_STAMPING: 3214 B 1994
 AH5251_MARK LOGO: NOS   
 AH5251_PROJECTION: RECESSED 10 CENTIMETERS
 AH5251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5251+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 AH5251_ROD/PIPE-DEPTH: 15.8 meters
 AH5251
 AH5251  HISTORY     - Date     Condition        Report By
 AH5251  HISTORY     - 1994     MONUMENTED       NOS
 AH5251  HISTORY     - 19980728 GOOD             NGS
 AH5251  HISTORY     - 20010209 GOOD             NOS
 AH5251  HISTORY     - 20060211 GOOD             GEOCAC
 AH5251
 AH5251                          STATION DESCRIPTION
 AH5251
 AH5251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5251'THE STATION IS LOCATED AT THE PIER ON VIRGINIA KEY.  THE MARK IS A
 AH5251'PRIMARY BENCH MARK SET AT THE ONSHORE END OF THE CONCRETE PIER, 127.0
 AH5251'FT (38.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE ALFRED C.
 AH5251'GLASSELL JR.  LAB.  THE MARK IS 25.3 FT (7.7 M) SOUTHEAST OF THE WEST
 AH5251'CORNER OF A 29.5 BY 23.5 FT (7.2 M) SATELLITE DISH FOUNDATION, 24.4 FT
 AH5251'(7.4 M) NORTHWEST OF THE WEST CORNER OF A 3.9 FT (1.2 M) SQUARE
 AH5251'SATELLITE DISH FOUNDATIONN AND 9.6 FT (2.9 M) EAST NORTHEAST OF THE
 AH5251'CENTERLINE OF THE PIER.  THE BENCHMARK IS 0.2 FT (6.1 CM) BELOW GROUND
 AH5251'LEVEL, CRIMPED TO A STAINLESS STEEL ROD DRIVEN 52.0 FT (15.8 M) TO
 AH5251'REFUSAL AND ENCASED IN A 6 INCH PVC PIPE AND CONCRETE KICKBLOCK.
 AH5251
 AH5251                          STATION RECOVERY (2001)
 AH5251
 AH5251'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5251'RECOVERED AS DESCRIBED.
 AH5251
 AH5251                          STATION RECOVERY (2006)
 AH5251
 AH5251'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5251'HANDHELD COORDINATES ARE
 AH5251'25 43.927N
 AH5251'80 09.732W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH5250 ***********************************************************************
 AH5250  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5250  DESIGNATION -  872 3214 C TIDAL
 AH5250  PID         -  AH5250
 AH5250  STATE/COUNTY-  FL/MIAMI-DADE
 AH5250  USGS QUAD   -  KEY BISCAYNE (1994)
 AH5250
 AH5250                         *CURRENT SURVEY CONTROL
 AH5250  ___________________________________________________________________
 AH5250* NAD 83(1986)-  25 43 55.     (N)    080 09 45.     (W)     SCALED    
 AH5250* NAVD 88     -         1.300  (meters)       4.27   (feet)  ADJUSTED  
 AH5250  ___________________________________________________________________
 AH5250  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH5250  DYNAMIC HT  -           1.298 (meters)       4.26  (feet)  COMP
 AH5250  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AH5250
 AH5250  VERT ORDER  -  SECOND    CLASS I
 AH5250
 AH5250.The horizontal coordinates were scaled from a topographic map and have
 AH5250.an estimated accuracy of +/- 6 seconds.
 AH5250
 AH5250.The orthometric height was determined by differential leveling
 AH5250.and adjusted by the National Geodetic Survey in July 2002..
 AH5250
 AH5250.This Tidal Bench Mark is designated as VM 12601
 AH5250.by the Center for Operational Oceanographic Products and Services.
 AH5250
 AH5250.The geoid height was determined by GEOID03.
 AH5250
 AH5250.The dynamic height is computed by dividing the NAVD 88
 AH5250.geopotential number by the normal gravity value computed on the
 AH5250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5250.degrees latitude (g = 980.6199 gals.).
 AH5250
 AH5250.The modeled gravity was interpolated from observed gravity values.
 AH5250
 AH5250;                    North         East    Units  Estimated Accuracy
 AH5250;SPC FL E     -   155,190.      284,040.      MT  (+/- 180 meters Scaled)
 AH5250
 AH5250                          SUPERSEDED SURVEY CONTROL
 AH5250
 AH5250.No superseded survey control is available for this station.
 AH5250
 AH5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ840462(NAD 83)
 AH5250_MARKER: DJ = TIDAL STATION DISK
 AH5250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5250_SP_SET: STEP
 AH5250_STAMPING: 3214 C 1994
 AH5250_MARK LOGO: NOS   
 AH5250_PROJECTION: FLUSH
 AH5250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5250+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 AH5250
 AH5250  HISTORY     - Date     Condition        Report By
 AH5250  HISTORY     - 1994     MONUMENTED       NOS
 AH5250  HISTORY     - 19980728 GOOD             NGS
 AH5250  HISTORY     - 20010209 GOOD             NOS
 AH5250  HISTORY     - 20060211 GOOD             GEOCAC
 AH5250
 AH5250                          STATION DESCRIPTION
 AH5250
 AH5250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5250'THE STATION IS LOCATED ON VIRGINIA KEY, FLORIDA.  THE BENCH MARK IS
 AH5250'SET FLUSH IN A CONCRETE STEP AT THE NORTH ENTRANCE TO THE ALFRED C.
 AH5250'GLASSELL JR.  LAB, 92.2 FT (28.1 M) SOUTHWEST OF THE SOUTHEAST CORNER
 AH5250'OF THE GROSVENOR BUILDING.  THE STATION IS 22.8 FT (6.9 M) EAST OF THE
 AH5250'NORTHWEST CORNER OF THE LAB AND 0.9 FT (27.4 CM) SOUTHEAST OF THE
 AH5250'NORTHWEST CORNER OF THE FIRST STEP OF THE NORTH ENTRANCE TO THE LAB.
 AH5250
 AH5250                          STATION RECOVERY (2001)
 AH5250
 AH5250'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5250'RECOVERED AS DESCRIBED.
 AH5250
 AH5250                          STATION RECOVERY (2006)
 AH5250
 AH5250'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5250'HANDHELD COORDINATES ARE
 AH5250'25 43.929N
 AH5250'80 09.770W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH5248 ***********************************************************************
 AH5248  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5248  DESIGNATION -  872 3214 D TIDAL
 AH5248  PID         -  AH5248
 AH5248  STATE/COUNTY-  FL/MIAMI-DADE
 AH5248  USGS QUAD   -  KEY BISCAYNE (1994)
 AH5248
 AH5248                         *CURRENT SURVEY CONTROL
 AH5248  ___________________________________________________________________
 AH5248* NAD 83(1986)-  25 43 54.     (N)    080 09 45.     (W)     SCALED    
 AH5248* NAVD 88     -         1.480  (meters)       4.86   (feet)  ADJUSTED  
 AH5248  ___________________________________________________________________
 AH5248  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH5248  DYNAMIC HT  -           1.478 (meters)       4.85  (feet)  COMP
 AH5248  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AH5248
 AH5248  VERT ORDER  -  SECOND    CLASS I
 AH5248
 AH5248.The horizontal coordinates were scaled from a topographic map and have
 AH5248.an estimated accuracy of +/- 6 seconds.
 AH5248
 AH5248.The orthometric height was determined by differential leveling
 AH5248.and adjusted by the National Geodetic Survey in July 2002..
 AH5248
 AH5248.This Tidal Bench Mark is designated as VM 12602
 AH5248.by the Center for Operational Oceanographic Products and Services.
 AH5248
 AH5248.The geoid height was determined by GEOID03.
 AH5248
 AH5248.The dynamic height is computed by dividing the NAVD 88
 AH5248.geopotential number by the normal gravity value computed on the
 AH5248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5248.degrees latitude (g = 980.6199 gals.).
 AH5248
 AH5248.The modeled gravity was interpolated from observed gravity values.
 AH5248
 AH5248;                    North         East    Units  Estimated Accuracy
 AH5248;SPC FL E     -   155,160.      284,040.      MT  (+/- 180 meters Scaled)
 AH5248
 AH5248                          SUPERSEDED SURVEY CONTROL
 AH5248
 AH5248.No superseded survey control is available for this station.
 AH5248
 AH5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ840462(NAD 83)
 AH5248_MARKER: DJ = TIDAL STATION DISK
 AH5248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5248_SP_SET: STEP
 AH5248_STAMPING: 3214 D 1994
 AH5248_MARK LOGO: NOS   
 AH5248_PROJECTION: FLUSH
 AH5248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5248+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 AH5248
 AH5248  HISTORY     - Date     Condition        Report By
 AH5248  HISTORY     - 1994     MONUMENTED       NOS
 AH5248  HISTORY     - 19980728 GOOD             NGS
 AH5248  HISTORY     - 20010209 GOOD             NOS
 AH5248  HISTORY     - 20060211 GOOD             GEOCAC
 AH5248
 AH5248                          STATION DESCRIPTION
 AH5248
 AH5248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5248'THE STATION IS LOCATED ON VIRGINIA KEY, FLORIDA.  THE MARK IS SET
 AH5248'FLUSH IN A CONCRETE STEP AT THE NORTHEAST ENTRANCE TO THE OPERATIONS
 AH5248'BUILDING.  THE STATION IS 80.7 FT (24.6 M) NORTHWEST OF THE EAST
 AH5248'CORNER OF THE GROSVENOR BUILDING, 66.2 FT (20.2 M) WEST OF THE
 AH5248'NORTHWEST CORNER OF THE BUILDING, AND 0.6 FT (18.3 CM) EAST OF THE
 AH5248'EAST FACE OF THE FIRST STEP AT THE NORTHEAST ENTRANCE.
 AH5248
 AH5248                          STATION RECOVERY (2001)
 AH5248
 AH5248'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5248'RECOVERED AS DESCRIBED.
 AH5248
 AH5248                          STATION RECOVERY (2006)
 AH5248
 AH5248'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5248'HANDHELD COORDINATES ARE
 AH5248'25 43.940N
 AH5248'80 09.798W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7157 ***********************************************************************
 DG7157  DESIGNATION -  872 3214 E TIDAL
 DG7157  PID         -  DG7157
 DG7157  STATE/COUNTY-  FL/MIAMI-DADE
 DG7157  USGS QUAD   -  KEY BISCAYNE (1994)
 DG7157
 DG7157                         *CURRENT SURVEY CONTROL
 DG7157  ___________________________________________________________________
 DG7157* NAD 83(1986)-  25 43 57.     (N)    080 09 51.     (W)     SCALED    
 DG7157* NAVD 88     -         1.358  (meters)       4.46   (feet)  ADJUSTED  
 DG7157  ___________________________________________________________________
 DG7157  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DG7157  DYNAMIC HT  -           1.356 (meters)       4.45  (feet)  COMP
 DG7157  MODELED GRAV-     979,022.7   (mgal)                       NAVD 88
 DG7157
 DG7157  VERT ORDER  -  SECOND    CLASS I
 DG7157
 DG7157.The horizontal coordinates were scaled from a topographic map and have
 DG7157.an estimated accuracy of +/- 6 seconds.
 DG7157
 DG7157.The orthometric height was determined by differential leveling
 DG7157.and adjusted by the National Geodetic Survey in January 2005..
 DG7157.No vertical observational check was made to the station.
 DG7157
 DG7157.The geoid height was determined by GEOID03.
 DG7157
 DG7157.The dynamic height is computed by dividing the NAVD 88
 DG7157.geopotential number by the normal gravity value computed on the
 DG7157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7157.degrees latitude (g = 980.6199 gals.).
 DG7157
 DG7157.The modeled gravity was interpolated from observed gravity values.
 DG7157
 DG7157;                    North         East    Units  Estimated Accuracy
 DG7157;SPC FL E     -   155,250.      283,870.      MT  (+/- 180 meters Scaled)
 DG7157
 DG7157                          SUPERSEDED SURVEY CONTROL
 DG7157
 DG7157.No superseded survey control is available for this station.
 DG7157
 DG7157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ838463(NAD 83)
 DG7157_MARKER: DJ = TIDAL STATION DISK
 DG7157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7157_STAMPING: 3214 E 1994
 DG7157_MARK LOGO: NOS   
 DG7157_PROJECTION: FLUSH
 DG7157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7157+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 DG7157_ROD/PIPE-DEPTH: 18.3 meters
 DG7157
 DG7157  HISTORY     - Date     Condition        Report By
 DG7157  HISTORY     - 1994     MONUMENTED       NOS
 DG7157  HISTORY     - 20010209 GOOD             NOS
 DG7157
 DG7157                          STATION DESCRIPTION
 DG7157
 DG7157'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 DG7157'ON VIRGINIA KEY, AT THE ROSENSTIEL SCHOOL OF MARINE AND ATMOSPHERIC
 DG7157'SCIENCES, THE BENCH MARK IS SET IN THE MIDDLE OF THREE PALM TREES IN A
 DG7157'GRASSY MEDIAN IN THE NW PARKING AREA AT THE SCHOOL, 31.65 M (103.84
 DG7157'FT) SW OF THE NE CORNER OF THE GILBERT H.  GROSVENOR LAB, 20.00 M
 DG7157'(65.62 FT) NE OF THE NW CORNER OF THE LAB, 6.20 M (20.34 FT) NORTH OF
 DG7157'THE CENTERLINE OF THE ROAD LEADING INTO SCHOOL PROPERTY, AND 1.90 M
 DG7157'(6.23 FT) NW OF A 6-INCH PILE APPROXIMATELY 0.8 M (2.6 FT) TALL.  THE
 DG7157'BENCH MARK IS AT GROUND LEVEL, CRIMPED TO A STAINLESS STEEL ROD DRIVEN
 DG7157'18.3 M (60.0 FT) TO REFUSAL, AND ENCASED IN A 6-INCH PVC PIPE AND
 DG7157'CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH5246 ***********************************************************************
 AH5246  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5246  DESIGNATION -  872 3214 F TIDAL
 AH5246  PID         -  AH5246
 AH5246  STATE/COUNTY-  FL/MIAMI-DADE
 AH5246  USGS QUAD   -  KEY BISCAYNE (1994)
 AH5246
 AH5246                         *CURRENT SURVEY CONTROL
 AH5246  ___________________________________________________________________
 AH5246* NAD 83(1986)-  25 43 56.     (N)    080 09 41.     (W)     SCALED    
 AH5246* NAVD 88     -         1.875  (meters)       6.15   (feet)  ADJUSTED  
 AH5246  ___________________________________________________________________
 AH5246  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH5246  DYNAMIC HT  -           1.872 (meters)       6.14  (feet)  COMP
 AH5246  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 AH5246
 AH5246  VERT ORDER  -  SECOND    CLASS I
 AH5246
 AH5246.The horizontal coordinates were scaled from a topographic map and have
 AH5246.an estimated accuracy of +/- 6 seconds.
 AH5246
 AH5246.The orthometric height was determined by differential leveling
 AH5246.and adjusted by the National Geodetic Survey in July 2002..
 AH5246
 AH5246.This Tidal Bench Mark is designated as VM 13456
 AH5246.by the Center for Operational Oceanographic Products and Services.
 AH5246
 AH5246.The geoid height was determined by GEOID03.
 AH5246
 AH5246.The dynamic height is computed by dividing the NAVD 88
 AH5246.geopotential number by the normal gravity value computed on the
 AH5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5246.degrees latitude (g = 980.6199 gals.).
 AH5246
 AH5246.The modeled gravity was interpolated from observed gravity values.
 AH5246
 AH5246;                    North         East    Units  Estimated Accuracy
 AH5246;SPC FL E     -   155,220.      284,150.      MT  (+/- 180 meters Scaled)
 AH5246
 AH5246                          SUPERSEDED SURVEY CONTROL
 AH5246
 AH5246.No superseded survey control is available for this station.
 AH5246
 AH5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ841462(NAD 83)
 AH5246_MARKER: DB = BENCH MARK DISK
 AH5246_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5246_STAMPING: 3214 F
 AH5246_MARK LOGO: NOS   
 AH5246_PROJECTION: FLUSH
 AH5246_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5246+STABILITY: POSITION/ELEVATION WELL
 AH5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5246+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1998
 AH5246_ROD/PIPE-DEPTH: 12.2 meters
 AH5246_SLEEVE-DEPTH  : 3 meters
 AH5246
 AH5246  HISTORY     - Date     Condition        Report By
 AH5246  HISTORY     - 1997     MONUMENTED       NOS
 AH5246  HISTORY     - 19980413 GOOD             NGS
 AH5246  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AH5246
 AH5246                          STATION DESCRIPTION
 AH5246
 AH5246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RWD)
 AH5246'THE STATION IS LOCATED ON VIRGINIA KEY AT THE ROSENSTIEL MARINE
 AH5246'SCHOOL.  THE STATION IS LOCATED IN FRONT OF THE PROPERTY NEXT TO THE
 AH5246'HIGHWAY.  THE STATION IS 259.2 FT (79.0 M) SOUTHEAST OF THE NORTHWEST
 AH5246'END OF A CONCRETE GUARDRAIL, 42.49 FT (12.95 M) NORTH OF THE NORTHWEST
 AH5246'CORNER OF THE CONCRETE BUILDING HOUSING PUBLIC REST ROOMS, 31.5 FT
 AH5246'(9.6 M) SOUTHWEST OF THE EAST BOUND LANE OF RICKENBACKER CAUSWAY AND
 AH5246'3.9 FT (1.2 M) SOUTHWEST OF A 3 FOOT (0.9 M) CONCRETE GUARDRAIL.  THE
 AH5246'STATION IS A 3-D MARK DRIVEN 12.2 METERS (40.0 FT) ENCASED IN A 5 INCH
 AH5246'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED 3214 F, FLUSH WITH
 AH5246'THE GROUND.
 AH5246
 AH5246                          STATION RECOVERY (2006)
 AH5246
 AH5246'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH5247 ***********************************************************************
 AH5247  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5247  DESIGNATION -  872 3214 G TIDAL
 AH5247  PID         -  AH5247
 AH5247  STATE/COUNTY-  FL/MIAMI-DADE
 AH5247  USGS QUAD   -  KEY BISCAYNE (1994)
 AH5247
 AH5247                         *CURRENT SURVEY CONTROL
 AH5247  ___________________________________________________________________
 AH5247* NAD 83(1986)-  25 43 57.     (N)    080 09 47.     (W)     SCALED    
 AH5247* NAVD 88     -         1.041  (meters)       3.42   (feet)  ADJUSTED  
 AH5247  ___________________________________________________________________
 AH5247  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH5247  DYNAMIC HT  -           1.039 (meters)       3.41  (feet)  COMP
 AH5247  MODELED GRAV-     979,022.7   (mgal)                       NAVD 88
 AH5247
 AH5247  VERT ORDER  -  SECOND    CLASS I
 AH5247
 AH5247.The horizontal coordinates were scaled from a topographic map and have
 AH5247.an estimated accuracy of +/- 6 seconds.
 AH5247
 AH5247.The orthometric height was determined by differential leveling
 AH5247.and adjusted by the National Geodetic Survey in July 2002..
 AH5247
 AH5247.This Tidal Bench Mark is designated as VM 13894
 AH5247.by the Center for Operational Oceanographic Products and Services.
 AH5247
 AH5247.The geoid height was determined by GEOID03.
 AH5247
 AH5247.The dynamic height is computed by dividing the NAVD 88
 AH5247.geopotential number by the normal gravity value computed on the
 AH5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5247.degrees latitude (g = 980.6199 gals.).
 AH5247
 AH5247.The modeled gravity was interpolated from observed gravity values.
 AH5247
 AH5247;                    North         East    Units  Estimated Accuracy
 AH5247;SPC FL E     -   155,250.      283,980.      MT  (+/- 180 meters Scaled)
 AH5247
 AH5247                          SUPERSEDED SURVEY CONTROL
 AH5247
 AH5247.No superseded survey control is available for this station.
 AH5247
 AH5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ839463(NAD 83)
 AH5247_MARKER: DJ = TIDAL STATION DISK
 AH5247_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH5247_SP_SET: BRIDGE WINGWALL
 AH5247_STAMPING: 3214 G 1998
 AH5247_MARK LOGO: NOS   
 AH5247_PROJECTION: FLUSH
 AH5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5247+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2002
 AH5247
 AH5247  HISTORY     - Date     Condition        Report By
 AH5247  HISTORY     - 1998     MONUMENTED       NOS
 AH5247  HISTORY     - 20020121 GOOD             NGS
 AH5247  HISTORY     - 20060211 GOOD             GEOCAC
 AH5247
 AH5247                          STATION DESCRIPTION
 AH5247
 AH5247'DESCRIBED BY NATIONAL OCEAN SERVICE 1998
 AH5247'THE STATION IS LOCATED ON VIRGINIA KEY NEAR THE NORTHWEST END OF THE
 AH5247'BRIDGE OVER BEAR CUT LEADING TO KEY BISCAYNE.  THE STATION IS SET
 AH5247'FLUSH IN THE CONCRETE WINGWALL ON THE NORTHWEST SIDE OF THE BRIDGE AND
 AH5247'NEXT TO THE PROPERTY OF THE ROSENSTIEL SCHOOL.  LOCATED 56.17 FT
 AH5247'(17.12 M) NORTHEAST OF THE CORNER OF THE CHAINLINK FENCE AT THE
 AH5247'NORTHEAST CORNER OF THE SCHOOL PROPERTY, 29.04 FT (8.85 M) SOUTH
 AH5247'SOUTHWEST OF THE SOUTHWEST METAL RAIL OF THE BRIDGE, 9.35 FT (2.85 M)
 AH5247'NORTHWEST OF A CHAIN LINK FENCE THAT RUNS INTO THE BRIDGE, 1.15 FT
 AH5247'(0.35 M) SOUTHEAST OF THE END OF THE CONCRETE WINGWALL.
 AH5247
 AH5247                          STATION RECOVERY (2002)
 AH5247
 AH5247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AH5247'RECOVERED IN GOOD CONDITION.
 AH5247
 AH5247                          STATION RECOVERY (2006)
 AH5247
 AH5247'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5247'HANDHELD COORDINATES ARE
 AH5247'25 43.940N
 AH5247'80 09.677W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3328 ***********************************************************************
 AC3328  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3328  DESIGNATION -  872 3289 F TIDAL FLDNR
 AC3328  PID         -  AC3328
 AC3328  STATE/COUNTY-  FL/MIAMI-DADE
 AC3328  USGS QUAD   -  PERRINE (1994)
 AC3328
 AC3328                         *CURRENT SURVEY CONTROL
 AC3328  ___________________________________________________________________
 AC3328* NAD 83(1986)-  25 36 54.     (N)    080 18 15.     (W)     SCALED    
 AC3328* NAVD 88     -         3.912  (meters)      12.83   (feet)  ADJUSTED  
 AC3328  ___________________________________________________________________
 AC3328  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AC3328  DYNAMIC HT  -           3.906 (meters)      12.81  (feet)  COMP
 AC3328  MODELED GRAV-     979,001.0   (mgal)                       NAVD 88
 AC3328
 AC3328  VERT ORDER  -  SECOND    CLASS I
 AC3328
 AC3328.The horizontal coordinates were scaled from a topographic map and have
 AC3328.an estimated accuracy of +/- 6 seconds.
 AC3328
 AC3328.The orthometric height was determined by differential leveling
 AC3328.and adjusted by the National Geodetic Survey in June 1991..
 AC3328
 AC3328.This Tidal Bench Mark is designated as VM 5810
 AC3328.by the Center for Operational Oceanographic Products and Services.
 AC3328
 AC3328.The geoid height was determined by GEOID03.
 AC3328
 AC3328.The dynamic height is computed by dividing the NAVD 88
 AC3328.geopotential number by the normal gravity value computed on the
 AC3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3328.degrees latitude (g = 980.6199 gals.).
 AC3328
 AC3328.The modeled gravity was interpolated from observed gravity values.
 AC3328
 AC3328;                    North         East    Units  Estimated Accuracy
 AC3328;SPC FL E     -   142,150.      269,890.      MT  (+/- 180 meters Scaled)
 AC3328
 AC3328                          SUPERSEDED SURVEY CONTROL
 AC3328
 AC3328  NGVD 29 (09/01/92)    4.377  (m)           14.36   (f) ADJUSTED    2 1
 AC3328
 AC3328.Superseded values are not recommended for survey control.
 AC3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3328.See file dsdata.txt to determine how the superseded data were derived.
 AC3328
 AC3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ698332(NAD 83)
 AC3328_MARKER: DJ = TIDAL STATION DISK
 AC3328_SETTING: 66 = SET IN ROCK OUTCROP
 AC3328_SP_SET: ROCK OUTCROP
 AC3328_STAMPING: 3289 F 1982 BSM
 AC3328_MARK LOGO: FLDNR 
 AC3328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3328+STABILITY: POSITION/ELEVATION WELL
 AC3328
 AC3328  HISTORY     - Date     Condition        Report By
 AC3328  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3328  HISTORY     - 19940814 GOOD             USPSQD
 AC3328
 AC3328                          STATION DESCRIPTION
 AC3328
 AC3328'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3328'2.4 MI EAST FROM PERRINE.
 AC3328'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND RICHMOND DRIVE
 AC3328'IN PERRINE.  GO 2.4 MILES EAST ON RICHMOND DRIVE TO ITS END AT
 AC3328'A PAVED ROAD, GO 0.15 MILE SOUTH AND EAST ON THE PAVED ROAD TO
 AC3328'THE MARK.  THE MARK IS SET IN A ROCK OUTCROP FLUSH WITH THE
 AC3328'GROUND.  THE MARK BEARS 1.8 FEET SOUTH OF A 7-FOOT HIGH STUCCO
 AC3328'WALL, 13.5 FEET NORTH OF THE CENTERLINE OF A ROAD TO THE WATERFRONT,
 AC3328'AND 174.2 FEET EAST OF THE SOUTHWEST CORNER OF A 7-FOOT
 AC3328'HIGH WALL AND BENCH MARK 17.372.
 AC3328'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3328
 AC3328                          STATION RECOVERY (1994)
 AC3328
 AC3328'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3327 ***********************************************************************
 AC3327  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3327  DESIGNATION -  872 3289 G TIDAL FLDNR
 AC3327  PID         -  AC3327
 AC3327  STATE/COUNTY-  FL/MIAMI-DADE
 AC3327  USGS QUAD   -  PERRINE (1994)
 AC3327
 AC3327                         *CURRENT SURVEY CONTROL
 AC3327  ___________________________________________________________________
 AC3327* NAD 83(1986)-  25 36 54.     (N)    080 18 15.     (W)     SCALED    
 AC3327* NAVD 88     -         4.609  (meters)      15.12   (feet)  ADJUSTED  
 AC3327  ___________________________________________________________________
 AC3327  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AC3327  DYNAMIC HT  -           4.601 (meters)      15.10  (feet)  COMP
 AC3327  MODELED GRAV-     979,001.0   (mgal)                       NAVD 88
 AC3327
 AC3327  VERT ORDER  -  SECOND    CLASS I
 AC3327
 AC3327.The horizontal coordinates were scaled from a topographic map and have
 AC3327.an estimated accuracy of +/- 6 seconds.
 AC3327
 AC3327.The orthometric height was determined by differential leveling
 AC3327.and adjusted by the National Geodetic Survey in June 1991..
 AC3327
 AC3327.This Tidal Bench Mark is designated as VM 5811
 AC3327.by the Center for Operational Oceanographic Products and Services.
 AC3327
 AC3327.The geoid height was determined by GEOID03.
 AC3327
 AC3327.The dynamic height is computed by dividing the NAVD 88
 AC3327.geopotential number by the normal gravity value computed on the
 AC3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3327.degrees latitude (g = 980.6199 gals.).
 AC3327
 AC3327.The modeled gravity was interpolated from observed gravity values.
 AC3327
 AC3327;                    North         East    Units  Estimated Accuracy
 AC3327;SPC FL E     -   142,150.      269,890.      MT  (+/- 180 meters Scaled)
 AC3327
 AC3327                          SUPERSEDED SURVEY CONTROL
 AC3327
 AC3327  NGVD 29 (09/01/92)    5.074  (m)           16.65   (f) ADJUSTED    2 1
 AC3327
 AC3327.Superseded values are not recommended for survey control.
 AC3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3327.See file dsdata.txt to determine how the superseded data were derived.
 AC3327
 AC3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ698332(NAD 83)
 AC3327_MARKER: DJ = TIDAL STATION DISK
 AC3327_SETTING: 66 = SET IN ROCK OUTCROP
 AC3327_SP_SET: ROCK OUTCROP
 AC3327_STAMPING: 3289 G 1982 BSM
 AC3327_MARK LOGO: FLDNR 
 AC3327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3327+STABILITY: POSITION/ELEVATION WELL
 AC3327
 AC3327  HISTORY     - Date     Condition        Report By
 AC3327  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3327  HISTORY     - 19940814 GOOD             USPSQD
 AC3327
 AC3327                          STATION DESCRIPTION
 AC3327
 AC3327'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3327'2.4 MI EAST FROM PERRINE.
 AC3327'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND RICHMOND DRIVE
 AC3327'IN PERRINE.  GO 2.4 MILES EAST ON RICHMOND DRIVE TO ITS END AT
 AC3327'A PAVED ROAD, GO 0.15 MILE SOUTH AND EAST ON THE PAVED ROAD TO
 AC3327'THE MARK.  THE MARK IS SET IN A ROCK OUTCROP FLUSH WITH THE
 AC3327'GROUND.  THE MARK BEARS 18 FEET SOUTH OF THE CENTERLINE OF A
 AC3327'ROAD TO THE WATERFRONT, 33.7 FEET SOUTH OF A 7-FOOT HIGH STUCCO
 AC3327'WALL, AND 91.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A STUCCO
 AC3327'WALL AND BENCH MARK 17.372.
 AC3327'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3327
 AC3327                          STATION RECOVERY (1994)
 AC3327
 AC3327'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2051 ***********************************************************************
 AC2051  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2051  DESIGNATION -  872 3289 TIDAL 2
 AC2051  PID         -  AC2051
 AC2051  STATE/COUNTY-  FL/MIAMI-DADE
 AC2051  USGS QUAD   -  PERRINE (1994)
 AC2051
 AC2051                         *CURRENT SURVEY CONTROL
 AC2051  ___________________________________________________________________
 AC2051* NAD 83(1986)-  25 36 50.     (N)    080 18 29.     (W)     SCALED    
 AC2051* NAVD 88     -         4.829  (meters)      15.84   (feet)  ADJUSTED  
 AC2051  ___________________________________________________________________
 AC2051  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AC2051  DYNAMIC HT  -           4.821 (meters)      15.82  (feet)  COMP
 AC2051  MODELED GRAV-     979,000.8   (mgal)                       NAVD 88
 AC2051
 AC2051  VERT ORDER  -  FIRST     CLASS II
 AC2051
 AC2051.The horizontal coordinates were scaled from a topographic map and have
 AC2051.an estimated accuracy of +/- 6 seconds.
 AC2051
 AC2051.The orthometric height was determined by differential leveling
 AC2051.and adjusted by the National Geodetic Survey in June 1991..
 AC2051.WARNING-Repeat measurements at this control monument indicate possible
 AC2051.vertical movement.
 AC2051
 AC2051.This Tidal Bench Mark is designated as VM 5805
 AC2051.by the Center for Operational Oceanographic Products and Services.
 AC2051
 AC2051.The geoid height was determined by GEOID03.
 AC2051
 AC2051.The dynamic height is computed by dividing the NAVD 88
 AC2051.geopotential number by the normal gravity value computed on the
 AC2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2051.degrees latitude (g = 980.6199 gals.).
 AC2051
 AC2051.The modeled gravity was interpolated from observed gravity values.
 AC2051
 AC2051;                    North         East    Units  Estimated Accuracy
 AC2051;SPC FL E     -   142,020.      269,500.      MT  (+/- 180 meters Scaled)
 AC2051
 AC2051                          SUPERSEDED SURVEY CONTROL
 AC2051
 AC2051  NGVD 29 (09/01/92)    5.293  (m)           17.37   (f) ADJUSTED    1 2
 AC2051
 AC2051.Superseded values are not recommended for survey control.
 AC2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2051.See file dsdata.txt to determine how the superseded data were derived.
 AC2051
 AC2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ694331(NAD 83)
 AC2051_MARKER: DJ = TIDAL STATION DISK
 AC2051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2051_SP_SET: CORNER POST
 AC2051_STAMPING: 17-372
 AC2051_MARK LOGO: CGS   
 AC2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2051
 AC2051  HISTORY     - Date     Condition        Report By
 AC2051  HISTORY     - UNK      MONUMENTED       CGS
 AC2051  HISTORY     - 1966     GOOD             NGS
 AC2051  HISTORY     - 1970     GOOD             NGS
 AC2051  HISTORY     - 1982     GOOD             FLDNR
 AC2051  HISTORY     - 1986     GOOD             FLDNR
 AC2051  HISTORY     - 1989     GOOD             USPSQD
 AC2051
 AC2051                          STATION DESCRIPTION
 AC2051
 AC2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC2051'2.3 MI E FROM PERRINE.
 AC2051'ABOUT 2.3 MILES EAST ALONG RICHMOND DRIVE FROM THE INTERSECTION
 AC2051'OF U.S. HIGHWAY 1 AT PERRINE, AT THE SMALL VILLAGE OF CUTLER,
 AC2051'310 FEET SOUTH OF THE JUNCTION OF RICHMOND DRIVE AND A NORTH-SOUTH
 AC2051'BLACK TOPPED ROAD, AT A SHARP TURN IN THE ROAD WITH TANGENTS
 AC2051'EXTENDING NORTH AND EAST, SET VERTICALLY IN THE WEST FACE OF A
 AC2051'LARGE CORNER POST AT THE SOUTHWEST CORNER OF STONE FENCE AROUND
 AC2051'A LARGE ESTATE, 26.0 FEET EAST OF THE CENTER LINE OF ROAD
 AC2051'LEADING NORTH, AND ABOUT 1.4 FEET ABOVE THE LEVEL OF THE GROUND.
 AC2051
 AC2051                          STATION RECOVERY (1970)
 AC2051
 AC2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (1982)
 AC2051
 AC2051'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (1986)
 AC2051
 AC2051'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (1989)
 AC2051
 AC2051'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3314 ***********************************************************************
 AC3314  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3314  DESIGNATION -  872 3491 TIDAL 3
 AC3314  PID         -  AC3314
 AC3314  STATE/COUNTY-  FL/MIAMI-DADE
 AC3314  USGS QUAD   -  CARD SOUND (1994)
 AC3314
 AC3314                         *CURRENT SURVEY CONTROL
 AC3314  ___________________________________________________________________
 AC3314* NAD 83(1986)-  25 20 44.     (N)    080 19 57.     (W)     SCALED    
 AC3314* NAVD 88     -         1.775  (meters)       5.82   (feet)  ADJUSTED  
 AC3314  ___________________________________________________________________
 AC3314  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AC3314  DYNAMIC HT  -           1.772 (meters)       5.81  (feet)  COMP
 AC3314  MODELED GRAV-     978,984.4   (mgal)                       NAVD 88
 AC3314
 AC3314  VERT ORDER  -  SECOND    CLASS I
 AC3314
 AC3314.The horizontal coordinates were scaled from a topographic map and have
 AC3314.an estimated accuracy of +/- 6 seconds.
 AC3314
 AC3314.The orthometric height was determined by differential leveling
 AC3314.and adjusted by the National Geodetic Survey in June 1991..
 AC3314
 AC3314.This Tidal Bench Mark is designated as VM 15836
 AC3314.by the Center for Operational Oceanographic Products and Services.
 AC3314
 AC3314.The geoid height was determined by GEOID03.
 AC3314
 AC3314.The dynamic height is computed by dividing the NAVD 88
 AC3314.geopotential number by the normal gravity value computed on the
 AC3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3314.degrees latitude (g = 980.6199 gals.).
 AC3314
 AC3314.The modeled gravity was interpolated from observed gravity values.
 AC3314
 AC3314;                    North         East    Units  Estimated Accuracy
 AC3314;SPC FL E     -   112,290.      267,190.      MT  (+/- 180 meters Scaled)
 AC3314
 AC3314                          SUPERSEDED SURVEY CONTROL
 AC3314
 AC3314  NGVD 29 (09/01/92)    2.241  (m)            7.35   (f) ADJUSTED    2 1
 AC3314
 AC3314.Superseded values are not recommended for survey control.
 AC3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3314.See file dsdata.txt to determine how the superseded data were derived.
 AC3314
 AC3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ671033(NAD 83)
 AC3314_MARKER: DJ = TIDAL STATION DISK
 AC3314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3314_SP_SET: COPPER-CLAD STEEL ROD
 AC3314_STAMPING: NO 3 1975
 AC3314_MARK LOGO: NOS   
 AC3314_PROJECTION: FLUSH
 AC3314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3314_ROD/PIPE-DEPTH: 9.75 meters
 AC3314
 AC3314  HISTORY     - Date     Condition        Report By
 AC3314  HISTORY     - 1975     MONUMENTED       NOS
 AC3314  HISTORY     - 1982     GOOD             FLDNR
 AC3314  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AC3314
 AC3314                          STATION DESCRIPTION
 AC3314
 AC3314'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3314'12 MI ESE FROM FLORIDA CITY.
 AC3314'BEGIN AT THE ENTRANCE TO THE TURKEY POINT NUCLEAR POWER PLANT, GO 7.05
 AC3314'MILES SOUTH ON ROAD IN FRONT OF THE PLANT AND PARALLELING THE INTAKE
 AC3314'CANAL TO THE JUNCTION OF A DIRT ROAD, GO 0.05 MILE ON DIRT ROAD TO THE
 AC3314'MARK.  THE MARK BEARS 34 FEET EAST-SOUTHEAST OF THE JUNCTION OF THE
 AC3314'NORTH/SOUTH AND EAST/WEST DIRT ROADS AND 50 FEET NORTH OF THE EDGE OF
 AC3314'THE WATER MANAGEMENT CANAL.
 AC3314
 AC3314                          STATION RECOVERY (1988)
 AC3314
 AC3314'RECOVERY NOTE BY US POWER SQUADRON 1988 (RRB)
 AC3314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3321 ***********************************************************************
 AC3321  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3321  DESIGNATION -  872 3518 E TIDAL FLDNR
 AC3321  PID         -  AC3321
 AC3321  STATE/COUNTY-  FL/MONROE
 AC3321  USGS QUAD   -  CARD SOUND (1994)
 AC3321
 AC3321                         *CURRENT SURVEY CONTROL
 AC3321  ___________________________________________________________________
 AC3321* NAD 83(1986)-  25 18 43.     (N)    080 17 51.     (W)     SCALED    
 AC3321* NAVD 88     -         0.432  (meters)       1.42   (feet)  ADJUSTED  
 AC3321  ___________________________________________________________________
 AC3321  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AC3321  DYNAMIC HT  -           0.431 (meters)       1.41  (feet)  COMP
 AC3321  MODELED GRAV-     978,990.9   (mgal)                       NAVD 88
 AC3321
 AC3321  VERT ORDER  -  SECOND    CLASS I
 AC3321
 AC3321.The horizontal coordinates were scaled from a topographic map and have
 AC3321.an estimated accuracy of +/- 6 seconds.
 AC3321
 AC3321.The orthometric height was determined by differential leveling
 AC3321.and adjusted by the National Geodetic Survey in June 1991..
 AC3321
 AC3321.This Tidal Bench Mark is designated as VM 5889
 AC3321.by the Center for Operational Oceanographic Products and Services.
 AC3321
 AC3321.The geoid height was determined by GEOID03.
 AC3321
 AC3321.The dynamic height is computed by dividing the NAVD 88
 AC3321.geopotential number by the normal gravity value computed on the
 AC3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3321.degrees latitude (g = 980.6199 gals.).
 AC3321
 AC3321.The modeled gravity was interpolated from observed gravity values.
 AC3321
 AC3321;                    North         East    Units  Estimated Accuracy
 AC3321;SPC FL E     -   108,580.      270,730.      MT  (+/- 180 meters Scaled)
 AC3321
 AC3321                          SUPERSEDED SURVEY CONTROL
 AC3321
 AC3321  NGVD 29 (09/01/92)    0.909  (m)            2.98   (f) ADJUSTED    2 1
 AC3321
 AC3321.Superseded values are not recommended for survey control.
 AC3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3321.See file dsdata.txt to determine how the superseded data were derived.
 AC3321
 AC3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH707996(NAD 83)
 AC3321_MARKER: DJ = TIDAL STATION DISK
 AC3321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3321_SP_SET: CONCRETE BULKHEAD
 AC3321_STAMPING: 3518 E 1982 BSM
 AC3321_MARK LOGO: FLDNR 
 AC3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3321+STABILITY: SURFACE MOTION
 AC3321
 AC3321  HISTORY     - Date     Condition        Report By
 AC3321  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3321
 AC3321                          STATION DESCRIPTION
 AC3321
 AC3321'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3321'IN OCEAN REEF.
 AC3321'THE MARK IS LOCATED IN OCEAN REEF AT THE KEY LARGO ANGLERS CLUB.
 AC3321'THE MARK BEARS 2.3 FEET SOUTH OF THE EDGE OF THE SEAWALL, 29.9 FEET
 AC3321'SOUTHWEST OF THE SOUTHWEST CORNER OF A STORAGE SHED, 56.7 FEET NORTH
 AC3321'OF A 48-INCH DIAMETER BANYAN TREE, AND 28.5 FEET EAST OF A CONCRETE
 AC3321'WATER VALVE BOX.
 AC3321'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3322 ***********************************************************************
 AC3322  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3322  DESIGNATION -  872 3518 F TIDAL FLDNR
 AC3322  PID         -  AC3322
 AC3322  STATE/COUNTY-  FL/MONROE
 AC3322  USGS QUAD   -  CARD SOUND (1994)
 AC3322
 AC3322                         *CURRENT SURVEY CONTROL
 AC3322  ___________________________________________________________________
 AC3322* NAD 83(1986)-  25 18 43.     (N)    080 17 51.     (W)     SCALED    
 AC3322* NAVD 88     -         0.901  (meters)       2.96   (feet)  ADJUSTED  
 AC3322  ___________________________________________________________________
 AC3322  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AC3322  DYNAMIC HT  -           0.900 (meters)       2.95  (feet)  COMP
 AC3322  MODELED GRAV-     978,990.9   (mgal)                       NAVD 88
 AC3322
 AC3322  VERT ORDER  -  SECOND    CLASS I
 AC3322
 AC3322.The horizontal coordinates were scaled from a topographic map and have
 AC3322.an estimated accuracy of +/- 6 seconds.
 AC3322
 AC3322.The orthometric height was determined by differential leveling
 AC3322.and adjusted by the National Geodetic Survey in June 1991..
 AC3322
 AC3322.This Tidal Bench Mark is designated as VM 5890
 AC3322.by the Center for Operational Oceanographic Products and Services.
 AC3322
 AC3322.The geoid height was determined by GEOID03.
 AC3322
 AC3322.The dynamic height is computed by dividing the NAVD 88
 AC3322.geopotential number by the normal gravity value computed on the
 AC3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3322.degrees latitude (g = 980.6199 gals.).
 AC3322
 AC3322.The modeled gravity was interpolated from observed gravity values.
 AC3322
 AC3322;                    North         East    Units  Estimated Accuracy
 AC3322;SPC FL E     -   108,580.      270,730.      MT  (+/- 180 meters Scaled)
 AC3322
 AC3322                          SUPERSEDED SURVEY CONTROL
 AC3322
 AC3322  NGVD 29 (09/01/92)    1.378  (m)            4.52   (f) ADJUSTED    2 1
 AC3322
 AC3322.Superseded values are not recommended for survey control.
 AC3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3322.See file dsdata.txt to determine how the superseded data were derived.
 AC3322
 AC3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH707996(NAD 83)
 AC3322_MARKER: DJ = TIDAL STATION DISK
 AC3322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3322_SP_SET: CONCRETE BULKHEAD
 AC3322_STAMPING: 3518 F 1982 BSM
 AC3322_MARK LOGO: FLDNR 
 AC3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3322+STABILITY: SURFACE MOTION
 AC3322
 AC3322  HISTORY     - Date     Condition        Report By
 AC3322  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3322
 AC3322                          STATION DESCRIPTION
 AC3322
 AC3322'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3322'IN OCEAN REEF.
 AC3322'THE MARK IS LOCATED IN OCEAN REEF AT THE KEY LARGO ANGLERS CLUB.
 AC3322'THE MARK BEARS 2.2 FEET EAST OF THE EDGE OF THE SEAWALL, 25.4 FEET
 AC3322'SOUTHWEST OF THE NORTHWEST CORNER OF THE DOCKMASTERS OFFICE, AND
 AC3322'32.9 FEET NORTH OF THE NORTHWEST CORNER OF THE STORAGE SHED.
 AC3322'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3323 ***********************************************************************
 AC3323  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3323  DESIGNATION -  872 3518 G TIDAL FLDNR
 AC3323  PID         -  AC3323
 AC3323  STATE/COUNTY-  FL/MONROE
 AC3323  USGS QUAD   -  CARD SOUND (1994)
 AC3323
 AC3323                         *CURRENT SURVEY CONTROL
 AC3323  ___________________________________________________________________
 AC3323* NAD 83(1986)-  25 18 43.     (N)    080 17 51.     (W)     SCALED    
 AC3323* NAVD 88     -         0.970  (meters)       3.18   (feet)  ADJUSTED  
 AC3323  ___________________________________________________________________
 AC3323  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AC3323  DYNAMIC HT  -           0.968 (meters)       3.18  (feet)  COMP
 AC3323  MODELED GRAV-     978,990.9   (mgal)                       NAVD 88
 AC3323
 AC3323  VERT ORDER  -  SECOND    CLASS I
 AC3323
 AC3323.The horizontal coordinates were scaled from a topographic map and have
 AC3323.an estimated accuracy of +/- 6 seconds.
 AC3323
 AC3323.The orthometric height was determined by differential leveling
 AC3323.and adjusted by the National Geodetic Survey in June 1991..
 AC3323
 AC3323.This Tidal Bench Mark is designated as VM 5891
 AC3323.by the Center for Operational Oceanographic Products and Services.
 AC3323
 AC3323.The geoid height was determined by GEOID03.
 AC3323
 AC3323.The dynamic height is computed by dividing the NAVD 88
 AC3323.geopotential number by the normal gravity value computed on the
 AC3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3323.degrees latitude (g = 980.6199 gals.).
 AC3323
 AC3323.The modeled gravity was interpolated from observed gravity values.
 AC3323
 AC3323;                    North         East    Units  Estimated Accuracy
 AC3323;SPC FL E     -   108,580.      270,730.      MT  (+/- 180 meters Scaled)
 AC3323
 AC3323                          SUPERSEDED SURVEY CONTROL
 AC3323
 AC3323  NGVD 29 (09/01/92)    1.447  (m)            4.75   (f) ADJUSTED    2 1
 AC3323
 AC3323.Superseded values are not recommended for survey control.
 AC3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3323.See file dsdata.txt to determine how the superseded data were derived.
 AC3323
 AC3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH707996(NAD 83)
 AC3323_MARKER: DJ = TIDAL STATION DISK
 AC3323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3323_SP_SET: CONCRETE BULKHEAD
 AC3323_STAMPING: 3518 G 1982 BSM
 AC3323_MARK LOGO: FLDNR 
 AC3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3323+STABILITY: SURFACE MOTION
 AC3323
 AC3323  HISTORY     - Date     Condition        Report By
 AC3323  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3323
 AC3323                          STATION DESCRIPTION
 AC3323
 AC3323'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3323'IN OCEAN REEF.
 AC3323'THE MARK IS LOCATED IN OCEAN REEF AT THE KEY LARGO ANGLERS CLUB.
 AC3323'THE MARK BEARS 3.0 FEET WEST OF THE NORTHWEST CORNER OF THE STORE,
 AC3323'1.8 FEET SOUTH OF THE EDGE OF THE WATER AT THE SEAWALL, 28.6 FEET
 AC3323'NORTH OF A 14-INCH DIAMETER SEAGRAPE, AND 8.9 FEET EAST OF THE WEST
 AC3323'EDGE OF THE PIER.
 AC3323'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3324 ***********************************************************************
 AC3324  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3324  DESIGNATION -  872 3518 TIDAL 1
 AC3324  PID         -  AC3324
 AC3324  STATE/COUNTY-  FL/MONROE
 AC3324  USGS QUAD   -  CARD SOUND (1994)
 AC3324
 AC3324                         *CURRENT SURVEY CONTROL
 AC3324  ___________________________________________________________________
 AC3324* NAD 83(1986)-  25 18 37.     (N)    080 17 59.     (W)     SCALED    
 AC3324* NAVD 88     -         1.948  (meters)       6.39   (feet)  ADJUSTED  
 AC3324  ___________________________________________________________________
 AC3324  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AC3324  DYNAMIC HT  -           1.945 (meters)       6.38  (feet)  COMP
 AC3324  MODELED GRAV-     978,990.7   (mgal)                       NAVD 88
 AC3324
 AC3324  VERT ORDER  -  SECOND    CLASS I
 AC3324
 AC3324.The horizontal coordinates were scaled from a topographic map and have
 AC3324.an estimated accuracy of +/- 6 seconds.
 AC3324
 AC3324.The orthometric height was determined by differential leveling
 AC3324.and adjusted by the National Geodetic Survey in June 1991..
 AC3324
 AC3324.This Tidal Bench Mark is designated as VM 5892
 AC3324.by the Center for Operational Oceanographic Products and Services.
 AC3324
 AC3324.The geoid height was determined by GEOID03.
 AC3324
 AC3324.The dynamic height is computed by dividing the NAVD 88
 AC3324.geopotential number by the normal gravity value computed on the
 AC3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3324.degrees latitude (g = 980.6199 gals.).
 AC3324
 AC3324.The modeled gravity was interpolated from observed gravity values.
 AC3324
 AC3324;                    North         East    Units  Estimated Accuracy
 AC3324;SPC FL E     -   108,390.      270,510.      MT  (+/- 180 meters Scaled)
 AC3324
 AC3324                          SUPERSEDED SURVEY CONTROL
 AC3324
 AC3324  NGVD 29 (09/01/92)    2.425  (m)            7.96   (f) ADJUSTED    2 1
 AC3324
 AC3324.Superseded values are not recommended for survey control.
 AC3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3324.See file dsdata.txt to determine how the superseded data were derived.
 AC3324
 AC3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH704994(NAD 83)
 AC3324_MARKER: DJ = TIDAL STATION DISK
 AC3324_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3324+WITH SETTING: PAVEMENT
 AC3324_SP_SET: BASE OF NAVIGATION LIGHT
 AC3324_STAMPING: NO 1 1971
 AC3324_MARK LOGO: NGS   
 AC3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3324+STABILITY: SURFACE MOTION
 AC3324
 AC3324  HISTORY     - Date     Condition        Report By
 AC3324  HISTORY     - 1971     MONUMENTED       NGS
 AC3324  HISTORY     - 1982     GOOD             FLDNR
 AC3324
 AC3324                          STATION DESCRIPTION
 AC3324
 AC3324'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3324'IN OCEAN REEF.
 AC3324'LOCATED IN OCEAN REEF, AT THE KEY ANGLERS CLUB, SET FLUSH IN THE
 AC3324'SOUTHWEST CORNER OF A LARGE SQUARE CONCRETE BASE FOR A NAVIGATION
 AC3324'LIGHT, ON THE SOUTH TIP OF A CORAL FILLED BREAKWATER, AND ONE FOOT
 AC3324'ABOVE THE LEVEL OF THE ROADWAY WHICH RUNUS THE LENGTH OF THE
 AC3324'BREAKWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1093 ***********************************************************************
 AC1093  DESIGNATION -  872 3572 TIDAL 1
 AC1093  PID         -  AC1093
 AC1093  STATE/COUNTY-  FL/MIAMI-DADE
 AC1093  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC1093
 AC1093                         *CURRENT SURVEY CONTROL
 AC1093  ___________________________________________________________________
 AC1093* NAD 83(1986)-  25 14 25.     (N)    080 26 05.     (W)     SCALED    
 AC1093* NAVD 88     -         0.124  (meters)       0.41   (feet)  ADJUSTED  
 AC1093  ___________________________________________________________________
 AC1093  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AC1093  DYNAMIC HT  -           0.124 (meters)       0.41  (feet)  COMP
 AC1093  MODELED GRAV-     978,988.9   (mgal)                       NAVD 88
 AC1093
 AC1093  VERT ORDER  -  FIRST     CLASS II
 AC1093
 AC1093.The horizontal coordinates were scaled from a topographic map and have
 AC1093.an estimated accuracy of +/- 6 seconds.
 AC1093
 AC1093.The orthometric height was determined by differential leveling
 AC1093.and adjusted by the National Geodetic Survey in June 1991..
 AC1093
 AC1093.The geoid height was determined by GEOID03.
 AC1093
 AC1093.The dynamic height is computed by dividing the NAVD 88
 AC1093.geopotential number by the normal gravity value computed on the
 AC1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1093.degrees latitude (g = 980.6199 gals.).
 AC1093
 AC1093.The modeled gravity was interpolated from observed gravity values.
 AC1093
 AC1093;                    North         East    Units  Estimated Accuracy
 AC1093;SPC FL E     -   100,580.      256,950.      MT  (+/- 180 meters Scaled)
 AC1093
 AC1093                          SUPERSEDED SURVEY CONTROL
 AC1093
 AC1093  NGVD 29 (??/??/92)    0.594  (m)            1.95   (f) ADJ UNCH    1 2
 AC1093
 AC1093.Superseded values are not recommended for survey control.
 AC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1093.See file dsdata.txt to determine how the superseded data were derived.
 AC1093
 AC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH569916(NAD 83)
 AC1093_MARKER: DJ = TIDAL STATION DISK
 AC1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1093+STABILITY: SURFACE MOTION
 AC1093
 AC1093  HISTORY     - Date     Condition        Report By
 AC1093  HISTORY     - UNK      MONUMENTED       CGS
 AC1093  HISTORY     - 1966     GOOD             NGS
 AC1093  HISTORY     - 1970     MARK NOT FOUND   NGS
 AC1093  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC1093  HISTORY     - 19901223 MARK NOT FOUND   USPSQD
 AC1093
 AC1093                          STATION DESCRIPTION
 AC1093
 AC1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1093'14 MI S FROM FLORIDA CITY.
 AC1093'ABOUT 14.0 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AC1093'OF PALM DRIVE AT FLORIDA CITY, ABOUT 0.2 MILE NORTH OF THE
 AC1093'DADE-MONROE COUNTY LINE, NEAR THE EAST END OF LONG SOUND, 21 YARDS
 AC1093'NORTH OF POWER LINE TOWER 118, 88 FEET NORTH OF THE CENTER LINE
 AC1093'OF A GRAVELED DRIVE LEADING WEST TO A SMALL BOAT RAMP, 62.0 FEET
 AC1093'WEST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET NORTH OF A
 AC1093'TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 AC1093'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AC1093
 AC1093                          STATION RECOVERY (1970)
 AC1093
 AC1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC1093'MARK NOT FOUND.
 AC1093
 AC1093                          STATION RECOVERY (1978)
 AC1093
 AC1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC1093'SEARCHED FOR BUT NOT RECOVERED THIS DATE, APPARENTLY UNDERWATER.
 AC1093
 AC1093                          STATION RECOVERY (1990)
 AC1093
 AC1093'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4711 ***********************************************************************
 AC4711  DESIGNATION -  872 3575 F TIDAL
 AC4711  PID         -  AC4711
 AC4711  STATE/COUNTY-  FL/MONROE
 AC4711  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC4711
 AC4711                         *CURRENT SURVEY CONTROL
 AC4711  ___________________________________________________________________
 AC4711* NAD 83(1986)-  25 14 06.     (N)    080 25 51.     (W)     SCALED    
 AC4711* NAVD 88     -         0.390  (meters)       1.28   (feet)  ADJUSTED  
 AC4711  ___________________________________________________________________
 AC4711  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AC4711  DYNAMIC HT  -           0.390 (meters)       1.28  (feet)  COMP
 AC4711  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 AC4711
 AC4711  VERT ORDER  -  FIRST     CLASS II
 AC4711
 AC4711.The horizontal coordinates were scaled from a topographic map and have
 AC4711.an estimated accuracy of +/- 6 seconds.
 AC4711
 AC4711.The orthometric height was determined by differential leveling
 AC4711.and adjusted by the National Geodetic Survey in May 1994..
 AC4711
 AC4711.The geoid height was determined by GEOID03.
 AC4711
 AC4711.The dynamic height is computed by dividing the NAVD 88
 AC4711.geopotential number by the normal gravity value computed on the
 AC4711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4711.degrees latitude (g = 980.6199 gals.).
 AC4711
 AC4711.The modeled gravity was interpolated from observed gravity values.
 AC4711
 AC4711;                    North         East    Units  Estimated Accuracy
 AC4711;SPC FL E     -    99,990.      257,350.      MT  (+/- 180 meters Scaled)
 AC4711
 AC4711                          SUPERSEDED SURVEY CONTROL
 AC4711
 AC4711  NGVD 29 (09/01/92)    0.860  (m)            2.82   (f) ADJUSTED    1 2
 AC4711
 AC4711.Superseded values are not recommended for survey control.
 AC4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4711.See file dsdata.txt to determine how the superseded data were derived.
 AC4711
 AC4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH573910(NAD 83)
 AC4711_MARKER: DJ = TIDAL STATION DISK
 AC4711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4711_SP_SET: STAINLESS STEEL ROD
 AC4711_STAMPING: 3575 F 1987
 AC4711_MARK LOGO: NOS   
 AC4711_PROJECTION: PROJECTING 1 CENTIMETERS
 AC4711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4711+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 AC4711_ROD/PIPE-DEPTH: 12.0 meters
 AC4711
 AC4711  HISTORY     - Date     Condition        Report By
 AC4711  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4711  HISTORY     - 19910205 GOOD             FLDNR
 AC4711
 AC4711                          STATION DESCRIPTION
 AC4711
 AC4711'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4711'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORTH 11.9 MI
 AC4711'(19.2 KM) ON U.S. HIGHWAY 1 TO THE DRIVEWAY AT POINT LAURA MARINA
 AC4711'AND CAMPGROUND, TURN RIGHT AND GO EAST 0N THE DRIVEWAY FOR 0.15 MI
 AC4711'(0.24 KM) TO THE MARK.  LOCATED 19 FT (5.8 M) NORTHEAST OF THE
 AC4711'CENTERLINE OF HAZEL ROAD, 32 FT (9.8 M) SOUTHEAST OF THE CENTERLINE
 AC4711'OF THE DRIVE TO THE CARIBBEAN KITCHEN AND CROSS KEY MARINA, 192 FT
 AC4711'(58.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CARABBEAN KITCHEN,
 AC4711'4.3 FT (1.3 M) SOUTHWEST OF THE EDGE OF A FENCE AND 15.2 FT (4.6 M)
 AC4711'SOUTH SOUTHEAST OF A GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4710 ***********************************************************************
 AC4710  DESIGNATION -  872 3575 G TIDAL
 AC4710  PID         -  AC4710
 AC4710  STATE/COUNTY-  FL/MONROE
 AC4710  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC4710
 AC4710                         *CURRENT SURVEY CONTROL
 AC4710  ___________________________________________________________________
 AC4710* NAD 83(1986)-  25 14 07.     (N)    080 25 56.     (W)     SCALED    
 AC4710* NAVD 88     -         0.402  (meters)       1.32   (feet)  ADJUSTED  
 AC4710  ___________________________________________________________________
 AC4710  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AC4710  DYNAMIC HT  -           0.402 (meters)       1.32  (feet)  COMP
 AC4710  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 AC4710
 AC4710  VERT ORDER  -  FIRST     CLASS II
 AC4710
 AC4710.The horizontal coordinates were scaled from a topographic map and have
 AC4710.an estimated accuracy of +/- 6 seconds.
 AC4710
 AC4710.The orthometric height was determined by differential leveling
 AC4710.and adjusted by the National Geodetic Survey in May 1994..
 AC4710
 AC4710.The geoid height was determined by GEOID03.
 AC4710
 AC4710.The dynamic height is computed by dividing the NAVD 88
 AC4710.geopotential number by the normal gravity value computed on the
 AC4710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4710.degrees latitude (g = 980.6199 gals.).
 AC4710
 AC4710.The modeled gravity was interpolated from observed gravity values.
 AC4710
 AC4710;                    North         East    Units  Estimated Accuracy
 AC4710;SPC FL E     -   100,020.      257,210.      MT  (+/- 180 meters Scaled)
 AC4710
 AC4710                          SUPERSEDED SURVEY CONTROL
 AC4710
 AC4710  NGVD 29 (09/01/92)    0.873  (m)            2.86   (f) ADJUSTED    1 2
 AC4710
 AC4710.Superseded values are not recommended for survey control.
 AC4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4710.See file dsdata.txt to determine how the superseded data were derived.
 AC4710
 AC4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH571911(NAD 83)
 AC4710_MARKER: DJ = TIDAL STATION DISK
 AC4710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4710_SP_SET: STAINLESS STEEL ROD
 AC4710_STAMPING: 3575 G 1987
 AC4710_MARK LOGO: NOS   
 AC4710_PROJECTION: PROJECTING 3 CENTIMETERS
 AC4710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4710+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 AC4710_ROD/PIPE-DEPTH: 11.1 meters
 AC4710
 AC4710  HISTORY     - Date     Condition        Report By
 AC4710  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4710  HISTORY     - 19910205 GOOD             FLDNR
 AC4710
 AC4710                          STATION DESCRIPTION
 AC4710
 AC4710'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4710'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO 11.9 MI (19.2
 AC4710'KM) NORTH ON U.S. HIGHWAY 1 TO A DRIVEWAY LEADING TO THE POINT LAURA
 AC4710'MARINA AND CAMP GROUND, GO EAST 0.05 MI (0.08 KM) ON THE DRIVEWAY TO
 AC4710'THE MARK ON THE RIGHT.  LOCATED 23.9 FT (7.3 M) SOUTH OF THE
 AC4710'CENTERLINE OF THE DRIVEWAY AND 3.3 FT (1.0 M) SOUTH OF A WOODEN POWER
 AC4710'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3301 ***********************************************************************
 AC3301  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3301  DESIGNATION -  872 3575 TIDAL 1
 AC3301  PID         -  AC3301
 AC3301  STATE/COUNTY-  FL/MONROE
 AC3301  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3301
 AC3301                         *CURRENT SURVEY CONTROL
 AC3301  ___________________________________________________________________
 AC3301* NAD 83(1986)-  25 14 07.     (N)    080 25 47.     (W)     SCALED    
 AC3301* NAVD 88     -         1.279  (meters)       4.20   (feet)  ADJUSTED  
 AC3301  ___________________________________________________________________
 AC3301  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AC3301  DYNAMIC HT  -           1.277 (meters)       4.19  (feet)  COMP
 AC3301  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 AC3301
 AC3301  VERT ORDER  -  SECOND    CLASS I
 AC3301
 AC3301.The horizontal coordinates were scaled from a topographic map and have
 AC3301.an estimated accuracy of +/- 6 seconds.
 AC3301
 AC3301.The orthometric height was determined by differential leveling
 AC3301.and adjusted by the National Geodetic Survey in June 1991..
 AC3301
 AC3301.This Tidal Bench Mark is designated as VM 5920
 AC3301.by the Center for Operational Oceanographic Products and Services.
 AC3301
 AC3301.The geoid height was determined by GEOID03.
 AC3301
 AC3301.The dynamic height is computed by dividing the NAVD 88
 AC3301.geopotential number by the normal gravity value computed on the
 AC3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3301.degrees latitude (g = 980.6199 gals.).
 AC3301
 AC3301.The modeled gravity was interpolated from observed gravity values.
 AC3301
 AC3301;                    North         East    Units  Estimated Accuracy
 AC3301;SPC FL E     -   100,020.      257,460.      MT  (+/- 180 meters Scaled)
 AC3301
 AC3301                          SUPERSEDED SURVEY CONTROL
 AC3301
 AC3301  NGVD 29 (09/01/92)    1.748  (m)            5.73   (f) ADJUSTED    2 1
 AC3301
 AC3301.Superseded values are not recommended for survey control.
 AC3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3301.See file dsdata.txt to determine how the superseded data were derived.
 AC3301
 AC3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH574911(NAD 83)
 AC3301_MARKER: DJ = TIDAL STATION DISK
 AC3301_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3301_SP_SET: CONCRETE SEAWALL
 AC3301_STAMPING: NO 1 1975
 AC3301_MARK LOGO: NOS   
 AC3301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3301
 AC3301  HISTORY     - Date     Condition        Report By
 AC3301  HISTORY     - 1975     MONUMENTED       NOS
 AC3301  HISTORY     - 1982     GOOD             FLDNR
 AC3301  HISTORY     - 19901231 MARK NOT FOUND   USPSQD
 AC3301  HISTORY     - 19910327 GOOD             USPSQD
 AC3301  HISTORY     - 19920802 GOOD             USPSQD
 AC3301
 AC3301                          STATION DESCRIPTION
 AC3301
 AC3301'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3301'14.1 MI SOUTH FROM FLORIDA CITY.
 AC3301'BEGIN ON U.S. HIGHWAY 1, JUST SOUTH OF THE DADE/MONROE COUNTY LINE,
 AC3301'AT THE ENTRANCE TO PT LAURA CAMPGROUNDS AND MARINA, GO 0.2 MILE EAST
 AC3301'ON DRIVE TO THE CAMPGROUNDS AND THE MARK.  THE MARK BEARS 71 FEET
 AC3301'NORTH OF THE NORTHEAST CORNER OF A HOUSE TRAILER WHICH IS EAST
 AC3301'OF THE CAMPGROUND OFFICE, 3.5 FEET EAST OF THE EAST EDGE OF
 AC3301'THE SEAWALL, 2 FEET SOUTH OF THE NORTH END OF THE SEAWALL.
 AC3301
 AC3301                          STATION RECOVERY (1990)
 AC3301
 AC3301'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3301'MARK NOT FOUND.
 AC3301
 AC3301                          STATION RECOVERY (1991)
 AC3301
 AC3301'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC3301'RECOVERED IN GOOD CONDITION.
 AC3301
 AC3301                          STATION RECOVERY (1992)
 AC3301
 AC3301'RECOVERY NOTE BY US POWER SQUADRON 1992 (HV)
 AC3301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3300 ***********************************************************************
 AC3300  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3300  DESIGNATION -  872 3575 TIDAL 2
 AC3300  PID         -  AC3300
 AC3300  STATE/COUNTY-  FL/MONROE
 AC3300  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3300
 AC3300                         *CURRENT SURVEY CONTROL
 AC3300  ___________________________________________________________________
 AC3300* NAD 83(1986)-  25 14 07.     (N)    080 25 47.     (W)     SCALED    
 AC3300* NAVD 88     -         0.724  (meters)       2.38   (feet)  ADJUSTED  
 AC3300  ___________________________________________________________________
 AC3300  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AC3300  DYNAMIC HT  -           0.722 (meters)       2.37  (feet)  COMP
 AC3300  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 AC3300
 AC3300  VERT ORDER  -  SECOND    CLASS I
 AC3300
 AC3300.The horizontal coordinates were scaled from a topographic map and have
 AC3300.an estimated accuracy of +/- 6 seconds.
 AC3300
 AC3300.The orthometric height was determined by differential leveling
 AC3300.and adjusted by the National Geodetic Survey in June 1991..
 AC3300
 AC3300.This Tidal Bench Mark is designated as VM 15839
 AC3300.by the Center for Operational Oceanographic Products and Services.
 AC3300
 AC3300.The geoid height was determined by GEOID03.
 AC3300
 AC3300.The dynamic height is computed by dividing the NAVD 88
 AC3300.geopotential number by the normal gravity value computed on the
 AC3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3300.degrees latitude (g = 980.6199 gals.).
 AC3300
 AC3300.The modeled gravity was interpolated from observed gravity values.
 AC3300
 AC3300;                    North         East    Units  Estimated Accuracy
 AC3300;SPC FL E     -   100,020.      257,460.      MT  (+/- 180 meters Scaled)
 AC3300
 AC3300                          SUPERSEDED SURVEY CONTROL
 AC3300
 AC3300  NGVD 29 (09/01/92)    1.192  (m)            3.91   (f) ADJUSTED    2 1
 AC3300
 AC3300.Superseded values are not recommended for survey control.
 AC3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3300.See file dsdata.txt to determine how the superseded data were derived.
 AC3300
 AC3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH574911(NAD 83)
 AC3300_MARKER: DJ = TIDAL STATION DISK
 AC3300_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3300+WITH SETTING: PAVEMENT
 AC3300_SP_SET: CONCRETE STEP
 AC3300_STAMPING: NO 2 1975
 AC3300_MARK LOGO: NOS   
 AC3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3300+STABILITY: SURFACE MOTION
 AC3300
 AC3300  HISTORY     - Date     Condition        Report By
 AC3300  HISTORY     - 1975     MONUMENTED       NOS
 AC3300  HISTORY     - 1982     GOOD             FLDNR
 AC3300  HISTORY     - 19901231 GOOD             USPSQD
 AC3300  HISTORY     - 19920802 GOOD             USPSQD
 AC3300
 AC3300                          STATION DESCRIPTION
 AC3300
 AC3300'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3300'14.1 MI SOUTH FROM FLORIDA CITY.
 AC3300'BEGIN ON U.S. HIGHWAY 1, JUST SOUTH OF THE DADE/MONROE COUNTY LINE,
 AC3300'AT THE ENTRANCE TO PT LAURA CAMPGROUNDS AND MARINA, GO 0.2 MILE EAST
 AC3300'ON DRIVE TO THE CAMPGROUNDS AND THE MARK.  THE MARK IS SET IN THE BASE
 AC3300'OF THE CONCRETE STEPS LEADING TO ROOMS ABOVE THE OFFICE, 240 FEET
 AC3300'SOUTH OF A FINA GAS SIGN, AND 38 FEET NORTH OF THE CENTERLINE OF THE
 AC3300'DRIVE TO THE CAMPGROUNDS.
 AC3300
 AC3300                          STATION RECOVERY (1990)
 AC3300
 AC3300'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3300'RECOVERED IN GOOD CONDITION.
 AC3300
 AC3300                          STATION RECOVERY (1992)
 AC3300
 AC3300'RECOVERY NOTE BY US POWER SQUADRON 1992 (HV)
 AC3300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3299 ***********************************************************************
 AC3299  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3299  DESIGNATION -  872 3575 TIDAL 3
 AC3299  PID         -  AC3299
 AC3299  STATE/COUNTY-  FL/MONROE
 AC3299  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3299
 AC3299                         *CURRENT SURVEY CONTROL
 AC3299  ___________________________________________________________________
 AC3299* NAD 83(1986)-  25 14 07.     (N)    080 25 47.     (W)     SCALED    
 AC3299* NAVD 88     -         0.911  (meters)       2.99   (feet)  ADJUSTED  
 AC3299  ___________________________________________________________________
 AC3299  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AC3299  DYNAMIC HT  -           0.910 (meters)       2.99  (feet)  COMP
 AC3299  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 AC3299
 AC3299  VERT ORDER  -  SECOND    CLASS I
 AC3299
 AC3299.The horizontal coordinates were scaled from a topographic map and have
 AC3299.an estimated accuracy of +/- 6 seconds.
 AC3299
 AC3299.The orthometric height was determined by differential leveling
 AC3299.and adjusted by the National Geodetic Survey in June 1991..
 AC3299
 AC3299.This Tidal Bench Mark is designated as VM 5921
 AC3299.by the Center for Operational Oceanographic Products and Services.
 AC3299
 AC3299.The geoid height was determined by GEOID03.
 AC3299
 AC3299.The dynamic height is computed by dividing the NAVD 88
 AC3299.geopotential number by the normal gravity value computed on the
 AC3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3299.degrees latitude (g = 980.6199 gals.).
 AC3299
 AC3299.The modeled gravity was interpolated from observed gravity values.
 AC3299
 AC3299;                    North         East    Units  Estimated Accuracy
 AC3299;SPC FL E     -   100,020.      257,460.      MT  (+/- 180 meters Scaled)
 AC3299
 AC3299                          SUPERSEDED SURVEY CONTROL
 AC3299
 AC3299  NGVD 29 (09/01/92)    1.380  (m)            4.53   (f) ADJUSTED    2 1
 AC3299
 AC3299.Superseded values are not recommended for survey control.
 AC3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3299.See file dsdata.txt to determine how the superseded data were derived.
 AC3299
 AC3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH574911(NAD 83)
 AC3299_MARKER: DJ = TIDAL STATION DISK
 AC3299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3299_SP_SET: CONCRETE BASE FOR GAS SIGN
 AC3299_STAMPING: NO 3 1975
 AC3299_MARK LOGO: NOS   
 AC3299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3299
 AC3299  HISTORY     - Date     Condition        Report By
 AC3299  HISTORY     - 1975     MONUMENTED       NOS
 AC3299  HISTORY     - 1982     GOOD             FLDNR
 AC3299  HISTORY     - 19901231 GOOD             USPSQD
 AC3299  HISTORY     - 19920802 GOOD             USPSQD
 AC3299
 AC3299                          STATION DESCRIPTION
 AC3299
 AC3299'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3299'14.1 MI SOUTH FROM FLORIDA CITY.
 AC3299'BEGIN ON U.S. HIGHWAY 1 JUST SOUTH OF THE DADE/MONROE COUNTY LINE,
 AC3299'AT THE ENTRANCE TO PT LAURA CAMPGROUNDS AND MARINA, GO 0.2 MILE EAST
 AC3299'ON DRIVE TO THE CAMPGROUNDS AND THE MARK.  THE MARK IS SET IN TOP OF
 AC3299'THE CONCRETE BASE FOR A FINA GAS SIGN AND 10 FEET EAST OF THE SECOND
 AC3299'BOAT SLIP.
 AC3299
 AC3299                          STATION RECOVERY (1990)
 AC3299
 AC3299'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3299'RECOVERED IN GOOD CONDITION.
 AC3299
 AC3299                          STATION RECOVERY (1992)
 AC3299
 AC3299'RECOVERY NOTE BY US POWER SQUADRON 1992 (HV)
 AC3299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4629 ***********************************************************************
 AC4629  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4629  DESIGNATION -  872 3582 F TIDAL
 AC4629  PID         -  AC4629
 AC4629  STATE/COUNTY-  FL/MONROE
 AC4629  USGS QUAD   -  GARDEN COVE (1969)
 AC4629
 AC4629                         *CURRENT SURVEY CONTROL
 AC4629  ___________________________________________________________________
 AC4629* NAD 83(1986)-  25 13 25.     (N)    080 19 58.     (W)     SCALED    
 AC4629* NAVD 88     -         3.456  (meters)      11.34   (feet)  ADJUSTED  
 AC4629  ___________________________________________________________________
 AC4629  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AC4629  DYNAMIC HT  -           3.450 (meters)      11.32  (feet)  COMP
 AC4629  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AC4629
 AC4629  VERT ORDER  -  SECOND    CLASS I
 AC4629
 AC4629.The horizontal coordinates were scaled from a topographic map and have
 AC4629.an estimated accuracy of +/- 6 seconds.
 AC4629
 AC4629.The orthometric height was determined by differential leveling
 AC4629.and adjusted by the National Geodetic Survey in June 1991..
 AC4629
 AC4629.This Tidal Bench Mark is designated as VM 14231
 AC4629.by the Center for Operational Oceanographic Products and Services.
 AC4629
 AC4629.The geoid height was determined by GEOID03.
 AC4629
 AC4629.The dynamic height is computed by dividing the NAVD 88
 AC4629.geopotential number by the normal gravity value computed on the
 AC4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4629.degrees latitude (g = 980.6199 gals.).
 AC4629
 AC4629.The modeled gravity was interpolated from observed gravity values.
 AC4629
 AC4629;                    North         East    Units  Estimated Accuracy
 AC4629;SPC FL E     -    98,780.      267,230.      MT  (+/- 180 meters Scaled)
 AC4629
 AC4629                          SUPERSEDED SURVEY CONTROL
 AC4629
 AC4629  NGVD 29 (09/01/92)    3.931  (m)           12.90   (f) ADJUSTED    2 1
 AC4629
 AC4629.Superseded values are not recommended for survey control.
 AC4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4629.See file dsdata.txt to determine how the superseded data were derived.
 AC4629
 AC4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH672898(NAD 83)
 AC4629_MARKER: DJ = TIDAL STATION DISK
 AC4629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC4629_SP_SET: CONCRETE MANHOLE STRUCTURE
 AC4629_STAMPING: 3582 F 1986
 AC4629_MARK LOGO: NOS   
 AC4629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4629
 AC4629  HISTORY     - Date     Condition        Report By
 AC4629  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4629  HISTORY     - 19901229 GOOD             USPSQD
 AC4629  HISTORY     - 19940813 GOOD             USPSQD
 AC4629
 AC4629                          STATION DESCRIPTION
 AC4629
 AC4629'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4629'10.55 MI NE FROM KEY LARGO.
 AC4629'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.0 MILES NORTHEAST ALONG
 AC4629'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 4.55 MILES
 AC4629'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 17.6 FEET
 AC4629'NORTHWEST OF THE CENTERLINE OF C-905, 82.7 FEET SOUTHWEST OF
 AC4629'TELEPHONE POLE 118, 14.8 FEET SOUTHEAST OF A WATER PIPELINE CAUTION
 AC4629'SIGN, 2.7 FEET EAST OF THE CENTER OF MANHOLE COVER, AND 288 FEET
 AC4629'SOUTHWEST OF 3582 G 1986.  THE MARK IS SET IN A 6 FOOT BY 6 FOOT
 AC4629'CONCRETE MANHOLE STRUCTURE THAT BEARS WEST-SOUTHWEST OF AND ACROSS
 AC4629'THE HIGHWAY FROM POWER POLE 170 AND TIDAL 2.  THE MANHOLE IS NUMBERED
 AC4629'OR 13.
 AC4629
 AC4629                          STATION RECOVERY (1990)
 AC4629
 AC4629'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4629'RECOVERED IN GOOD CONDITION.
 AC4629
 AC4629                          STATION RECOVERY (1994)
 AC4629
 AC4629'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4630 ***********************************************************************
 AC4630  DESIGNATION -  872 3582 G TIDAL
 AC4630  PID         -  AC4630
 AC4630  STATE/COUNTY-  FL/MONROE
 AC4630  USGS QUAD   -  GARDEN COVE (1969)
 AC4630
 AC4630                         *CURRENT SURVEY CONTROL
 AC4630  ___________________________________________________________________
 AC4630* NAD 83(1986)-  25 13 25.     (N)    080 19 58.     (W)     SCALED    
 AC4630* NAVD 88     -         3.415  (meters)      11.20   (feet)  ADJUSTED  
 AC4630  ___________________________________________________________________
 AC4630  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AC4630  DYNAMIC HT  -           3.410 (meters)      11.19  (feet)  COMP
 AC4630  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AC4630
 AC4630  VERT ORDER  -  SECOND    CLASS I
 AC4630
 AC4630.The horizontal coordinates were scaled from a topographic map and have
 AC4630.an estimated accuracy of +/- 6 seconds.
 AC4630
 AC4630.The orthometric height was determined by differential leveling
 AC4630.and adjusted by the National Geodetic Survey in June 1991..
 AC4630
 AC4630.The geoid height was determined by GEOID03.
 AC4630
 AC4630.The dynamic height is computed by dividing the NAVD 88
 AC4630.geopotential number by the normal gravity value computed on the
 AC4630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4630.degrees latitude (g = 980.6199 gals.).
 AC4630
 AC4630.The modeled gravity was interpolated from observed gravity values.
 AC4630
 AC4630;                    North         East    Units  Estimated Accuracy
 AC4630;SPC FL E     -    98,780.      267,230.      MT  (+/- 180 meters Scaled)
 AC4630
 AC4630                          SUPERSEDED SURVEY CONTROL
 AC4630
 AC4630  NGVD 29 (09/01/92)    3.891  (m)           12.77   (f) ADJUSTED    2 1
 AC4630
 AC4630.Superseded values are not recommended for survey control.
 AC4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4630.See file dsdata.txt to determine how the superseded data were derived.
 AC4630
 AC4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH672898(NAD 83)
 AC4630_MARKER: DJ = TIDAL STATION DISK
 AC4630_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4630+WITH SETTING: PAVEMENT
 AC4630_SP_SET: CONCRETE BASE FOR GATE POST
 AC4630_STAMPING: 3582 G 1986
 AC4630_MARK LOGO: NOS   
 AC4630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4630+STABILITY: SURFACE MOTION
 AC4630
 AC4630  HISTORY     - Date     Condition        Report By
 AC4630  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4630  HISTORY     - 19901229 GOOD             USPSQD
 AC4630  HISTORY     - 19940813 GOOD             USPSQD
 AC4630
 AC4630                          STATION DESCRIPTION
 AC4630
 AC4630'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4630'10.6 MI NE FROM KEY LARGO.
 AC4630'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.0 MILES NORTHEAST ALONG
 AC4630'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 4.6 MILES
 AC4630'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 53.3 FEET
 AC4630'NORTHWEST OF THE CENTERLINE OF C-905, 10.7 FEET NORTHEAST OF A DIRT
 AC4630'TRACK ROAD 61.2 FEET NORTH-NORTHEAST OF TELEPHONE POLE 119, AND 0.3
 AC4630'FOOT EAST OF NORTHEAST GATE POST.
 AC4630'THE MARK IS 1.0 FT BELOW HIGHWAY.
 AC4630
 AC4630                          STATION RECOVERY (1990)
 AC4630
 AC4630'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4630'RECOVERED IN GOOD CONDITION.
 AC4630
 AC4630                          STATION RECOVERY (1994)
 AC4630
 AC4630'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4631 ***********************************************************************
 AC4631  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4631  DESIGNATION -  872 3582 H TIDAL
 AC4631  PID         -  AC4631
 AC4631  STATE/COUNTY-  FL/MONROE
 AC4631  USGS QUAD   -  GARDEN COVE (1969)
 AC4631
 AC4631                         *CURRENT SURVEY CONTROL
 AC4631  ___________________________________________________________________
 AC4631* NAD 83(1986)-  25 13 38.     (N)    080 19 45.     (W)     SCALED    
 AC4631* NAVD 88     -         1.560  (meters)       5.12   (feet)  ADJUSTED  
 AC4631  ___________________________________________________________________
 AC4631  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AC4631  DYNAMIC HT  -           1.558 (meters)       5.11  (feet)  COMP
 AC4631  MODELED GRAV-     978,987.8   (mgal)                       NAVD 88
 AC4631
 AC4631  VERT ORDER  -  SECOND    CLASS I
 AC4631
 AC4631.The horizontal coordinates were scaled from a topographic map and have
 AC4631.an estimated accuracy of +/- 6 seconds.
 AC4631
 AC4631.The orthometric height was determined by differential leveling
 AC4631.and adjusted by the National Geodetic Survey in June 1991..
 AC4631
 AC4631.This Tidal Bench Mark is designated as VM 14233
 AC4631.by the Center for Operational Oceanographic Products and Services.
 AC4631
 AC4631.The geoid height was determined by GEOID03.
 AC4631
 AC4631.The dynamic height is computed by dividing the NAVD 88
 AC4631.geopotential number by the normal gravity value computed on the
 AC4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4631.degrees latitude (g = 980.6199 gals.).
 AC4631
 AC4631.The modeled gravity was interpolated from observed gravity values.
 AC4631
 AC4631;                    North         East    Units  Estimated Accuracy
 AC4631;SPC FL E     -    99,180.      267,590.      MT  (+/- 180 meters Scaled)
 AC4631
 AC4631                          SUPERSEDED SURVEY CONTROL
 AC4631
 AC4631  NGVD 29 (09/01/92)    2.035  (m)            6.68   (f) ADJUSTED    2 1
 AC4631
 AC4631.Superseded values are not recommended for survey control.
 AC4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4631.See file dsdata.txt to determine how the superseded data were derived.
 AC4631
 AC4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH675902(NAD 83)
 AC4631_MARKER: DJ = TIDAL STATION DISK
 AC4631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC4631_SP_SET: CONCRETE MANHOLE STRUCTURE
 AC4631_STAMPING: 3582 H 1986
 AC4631_MARK LOGO: NOS   
 AC4631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4631
 AC4631  HISTORY     - Date     Condition        Report By
 AC4631  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4631  HISTORY     - 19901229 GOOD             USPSQD
 AC4631  HISTORY     - 19940813 GOOD             USPSQD
 AC4631
 AC4631                          STATION DESCRIPTION
 AC4631
 AC4631'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4631'10.85 MI NE FROM KEY LARGO.
 AC4631'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.0 MILES NORTHEAST ALONG
 AC4631'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 4.85 MILES
 AC4631'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 24.0 FEET
 AC4631'WEST-NORTHWEST OF THE CENTERLINE OF C-905, 15.8 FEET EAST-SOUTHEAST
 AC4631'OF A WATER PIPELINE CAUTION SIGN, 28.4 FEET NORTHEAST OF TELEPHONE
 AC4631'POLE 126, AND 106.8 FEET NORTH-NORTHWEST OF AND ACROSS THE HIGHWAY
 AC4631'FROM POWER POLE 165.
 AC4631
 AC4631                          STATION RECOVERY (1990)
 AC4631
 AC4631'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4631'RECOVERED IN GOOD CONDITION.
 AC4631
 AC4631                          STATION RECOVERY (1994)
 AC4631
 AC4631'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4632 ***********************************************************************
 AC4632  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4632  DESIGNATION -  872 3582 J TIDAL
 AC4632  PID         -  AC4632
 AC4632  STATE/COUNTY-  FL/MONROE
 AC4632  USGS QUAD   -  GARDEN COVE (1969)
 AC4632
 AC4632                         *CURRENT SURVEY CONTROL
 AC4632  ___________________________________________________________________
 AC4632* NAD 83(1986)-  25 13 51.     (N)    080 19 40.     (W)     SCALED    
 AC4632* NAVD 88     -         2.672  (meters)       8.77   (feet)  ADJUSTED  
 AC4632  ___________________________________________________________________
 AC4632  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AC4632  DYNAMIC HT  -           2.667 (meters)       8.75  (feet)  COMP
 AC4632  MODELED GRAV-     978,987.9   (mgal)                       NAVD 88
 AC4632
 AC4632  VERT ORDER  -  SECOND    CLASS I
 AC4632
 AC4632.The horizontal coordinates were scaled from a topographic map and have
 AC4632.an estimated accuracy of +/- 6 seconds.
 AC4632
 AC4632.The orthometric height was determined by differential leveling
 AC4632.and adjusted by the National Geodetic Survey in June 1991..
 AC4632
 AC4632.This Tidal Bench Mark is designated as VM 14232
 AC4632.by the Center for Operational Oceanographic Products and Services.
 AC4632
 AC4632.The geoid height was determined by GEOID03.
 AC4632
 AC4632.The dynamic height is computed by dividing the NAVD 88
 AC4632.geopotential number by the normal gravity value computed on the
 AC4632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4632.degrees latitude (g = 980.6199 gals.).
 AC4632
 AC4632.The modeled gravity was interpolated from observed gravity values.
 AC4632
 AC4632;                    North         East    Units  Estimated Accuracy
 AC4632;SPC FL E     -    99,580.      267,730.      MT  (+/- 180 meters Scaled)
 AC4632
 AC4632                          SUPERSEDED SURVEY CONTROL
 AC4632
 AC4632  NGVD 29 (09/01/92)    3.147  (m)           10.32   (f) ADJUSTED    2 1
 AC4632
 AC4632.Superseded values are not recommended for survey control.
 AC4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4632.See file dsdata.txt to determine how the superseded data were derived.
 AC4632
 AC4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH677906(NAD 83)
 AC4632_MARKER: DJ = TIDAL STATION DISK
 AC4632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC4632_SP_SET: CONCRETE MANHOLE STRUCTURE
 AC4632_STAMPING: 3582 J 1986
 AC4632_MARK LOGO: NOS   
 AC4632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4632
 AC4632  HISTORY     - Date     Condition        Report By
 AC4632  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4632  HISTORY     - 19901229 GOOD             USPSQD
 AC4632  HISTORY     - 19940813 GOOD             USPSQD
 AC4632
 AC4632                          STATION DESCRIPTION
 AC4632
 AC4632'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4632'11.1 MI NE FROM KEY LARGO.
 AC4632'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.O MILES NORTHEAST ALONG
 AC4632'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 5.1 MILES
 AC4632'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 18.0 FEET
 AC4632'WEST-NORTHWEST OF THE CENTERLINE OF C-905, 75.0 FEET NORTH OF THE
 AC4632'JUNCTION OF A PAVED DRIVE, 17.6 FEET EAST-SOUTHEAST OF A WATER
 AC4632'PIPELINE CAUTION SIGN, AND 63.5 FEET SOUTH-SOUTHWEST OF TELEPHONE
 AC4632'POLE 133.  THE MARK IS ALSO NORTH-NORTHWEST OF AND ACROSS THE HIGHWAY
 AC4632'FROM POWER POLE 160.
 AC4632
 AC4632                          STATION RECOVERY (1990)
 AC4632
 AC4632'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4632'RECOVERED IN GOOD CONDITION.
 AC4632
 AC4632                          STATION RECOVERY (1994)
 AC4632
 AC4632'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4626 ***********************************************************************
 AC4626  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4626  DESIGNATION -  872 3582 TIDAL 2
 AC4626  PID         -  AC4626
 AC4626  STATE/COUNTY-  FL/MONROE
 AC4626  USGS QUAD   -  GARDEN COVE (1969)
 AC4626
 AC4626                         *CURRENT SURVEY CONTROL
 AC4626  ___________________________________________________________________
 AC4626* NAD 83(1986)-  25 13 25.     (N)    080 19 58.     (W)     SCALED    
 AC4626* NAVD 88     -         4.162  (meters)      13.65   (feet)  ADJUSTED  
 AC4626  ___________________________________________________________________
 AC4626  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AC4626  DYNAMIC HT  -           4.155 (meters)      13.63  (feet)  COMP
 AC4626  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AC4626
 AC4626  VERT ORDER  -  SECOND    CLASS I
 AC4626
 AC4626.The horizontal coordinates were scaled from a topographic map and have
 AC4626.an estimated accuracy of +/- 6 seconds.
 AC4626
 AC4626.The orthometric height was determined by differential leveling
 AC4626.and adjusted by the National Geodetic Survey in June 1991..
 AC4626
 AC4626.This Tidal Bench Mark is designated as VM 14229
 AC4626.by the Center for Operational Oceanographic Products and Services.
 AC4626
 AC4626.The geoid height was determined by GEOID03.
 AC4626
 AC4626.The dynamic height is computed by dividing the NAVD 88
 AC4626.geopotential number by the normal gravity value computed on the
 AC4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4626.degrees latitude (g = 980.6199 gals.).
 AC4626
 AC4626.The modeled gravity was interpolated from observed gravity values.
 AC4626
 AC4626;                    North         East    Units  Estimated Accuracy
 AC4626;SPC FL E     -    98,780.      267,230.      MT  (+/- 180 meters Scaled)
 AC4626
 AC4626                          SUPERSEDED SURVEY CONTROL
 AC4626
 AC4626  NGVD 29 (09/01/92)    4.637  (m)           15.21   (f) ADJUSTED    2 1
 AC4626
 AC4626.Superseded values are not recommended for survey control.
 AC4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4626.See file dsdata.txt to determine how the superseded data were derived.
 AC4626
 AC4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH672898(NAD 83)
 AC4626_MARKER: DJ = TIDAL STATION DISK
 AC4626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC4626_SP_SET: CONCRETE POWER POLE
 AC4626_STAMPING: NO 2 1975
 AC4626_MARK LOGO: NOS   
 AC4626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4626
 AC4626  HISTORY     - Date     Condition        Report By
 AC4626  HISTORY     - 1975     MONUMENTED       NOS
 AC4626  HISTORY     - 1986     GOOD             FLDNR
 AC4626  HISTORY     - 19901229 GOOD             USPSQD
 AC4626  HISTORY     - 19940813 GOOD             USPSQD
 AC4626
 AC4626                          STATION DESCRIPTION
 AC4626
 AC4626'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4626'10.55 MI NE FROM KEY LARGO.
 AC4626'BEGIN AT THE KEY LARGO POST OFFICE, GO 6.0 MILES NORTHEAST ON U.S.
 AC4626'HIGHWAY 1 TO THE Y-JUNCTION OF COUNTY ROAD C-905, GO 4.55 MILES
 AC4626'NORTHEAST ON C-905 TO THE MARK.  THE MARK BEARS 67 FEET SOUTHEAST OF
 AC4626'THE CENTERLINE OF C-905, SET VERTICALLY IN THE WEST FACE OF A
 AC4626'CONCRETE POWER POLE, 3.5 FEET ABOVE THE GROUND.
 AC4626
 AC4626                          STATION RECOVERY (1990)
 AC4626
 AC4626'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4626'RECOVERED IN GOOD CONDITION.
 AC4626
 AC4626                          STATION RECOVERY (1994)
 AC4626
 AC4626'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3302 ***********************************************************************
 AC3302  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3302  DESIGNATION -  872 3613 F TIDAL FLDNR
 AC3302  PID         -  AC3302
 AC3302  STATE/COUNTY-  FL/MONROE
 AC3302  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3302
 AC3302                         *CURRENT SURVEY CONTROL
 AC3302  ___________________________________________________________________
 AC3302* NAD 83(1986)-  25 11 01.     (N)    080 23 23.     (W)     SCALED    
 AC3302* NAVD 88     -         0.265  (meters)       0.87   (feet)  ADJUSTED  
 AC3302  ___________________________________________________________________
 AC3302  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AC3302  DYNAMIC HT  -           0.265 (meters)       0.87  (feet)  COMP
 AC3302  MODELED GRAV-     978,984.8   (mgal)                       NAVD 88
 AC3302
 AC3302  VERT ORDER  -  SECOND    CLASS I
 AC3302
 AC3302.The horizontal coordinates were scaled from a topographic map and have
 AC3302.an estimated accuracy of +/- 6 seconds.
 AC3302
 AC3302.The orthometric height was determined by differential leveling
 AC3302.and adjusted by the National Geodetic Survey in June 1991..
 AC3302
 AC3302.This Tidal Bench Mark is designated as VM 5928
 AC3302.by the Center for Operational Oceanographic Products and Services.
 AC3302
 AC3302.The geoid height was determined by GEOID03.
 AC3302
 AC3302.The dynamic height is computed by dividing the NAVD 88
 AC3302.geopotential number by the normal gravity value computed on the
 AC3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3302.degrees latitude (g = 980.6199 gals.).
 AC3302
 AC3302.The modeled gravity was interpolated from observed gravity values.
 AC3302
 AC3302;                    North         East    Units  Estimated Accuracy
 AC3302;SPC FL E     -    94,320.      261,510.      MT  (+/- 180 meters Scaled)
 AC3302
 AC3302                          SUPERSEDED SURVEY CONTROL
 AC3302
 AC3302  NGVD 29 (09/01/92)    0.743  (m)            2.44   (f) ADJUSTED    2 1
 AC3302
 AC3302.Superseded values are not recommended for survey control.
 AC3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3302.See file dsdata.txt to determine how the superseded data were derived.
 AC3302
 AC3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH614854(NAD 83)
 AC3302_MARKER: DJ = TIDAL STATION DISK
 AC3302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3302_SP_SET: CONCRETE POOL PAD
 AC3302_STAMPING: 3613 F 1982 BSM
 AC3302_MARK LOGO: FLDNR 
 AC3302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3302
 AC3302  HISTORY     - Date     Condition        Report By
 AC3302  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3302
 AC3302                          STATION DESCRIPTION
 AC3302
 AC3302'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3302'18.9 MI SOUTH FROM FLORIDA CITY.
 AC3302'BEGIN AT THE INTERSECTION OF PALM DRIVE AND U.S. HIGHWAY 1 IN FLORIDA
 AC3302'CITY, GO 18.9 MILES SOUTH ON U.S. 1 TO THE GILBERT MOTEL AND MARINA
 AC3302'ON THE NORTH SIDE OF JEWFISH CREEK.  THE MARK IS SET IN THE SOUTHWEST
 AC3302'CORNER OF THE FOUNDATION OF A 5.5-FOOT HIGH CONCRETE GAS TANK
 AC3302'RETAINING WALL.  THE MARK BEARS 101.5 FEET NORTHEAST OF THE
 AC3302'SOUTHEAST CORNER OF THE LOUNGE, 22.0 FEET SOUTHEAST OF THE
 AC3302'CENTERLINE OF A DRIVEWAY TO THE MARINA, AND 40.5 FEET NORTHWEST OF
 AC3302'THE SOUTHWEST CORNER OF A CONCRETE PAD AROUND THE POOL.
 AC3302'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3326 ***********************************************************************
 AC3326  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3326  DESIGNATION -  872 3622 E TIDAL FLDNR
 AC3326  PID         -  AC3326
 AC3326  STATE/COUNTY-  FL/MONROE
 AC3326  USGS QUAD   -  GARDEN COVE (1969)
 AC3326
 AC3326                         *CURRENT SURVEY CONTROL
 AC3326  ___________________________________________________________________
 AC3326* NAD 83(1986)-  25 10 28.     (N)    080 22 14.     (W)     SCALED    
 AC3326* NAVD 88     -         2.930  (meters)       9.61   (feet)  ADJUSTED  
 AC3326  ___________________________________________________________________
 AC3326  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AC3326  DYNAMIC HT  -           2.926 (meters)       9.60  (feet)  COMP
 AC3326  MODELED GRAV-     978,983.5   (mgal)                       NAVD 88
 AC3326
 AC3326  VERT ORDER  -  SECOND    CLASS I
 AC3326
 AC3326.The horizontal coordinates were scaled from a topographic map and have
 AC3326.an estimated accuracy of +/- 6 seconds.
 AC3326
 AC3326.The orthometric height was determined by differential leveling
 AC3326.and adjusted by the National Geodetic Survey in June 1991..
 AC3326
 AC3326.This Tidal Bench Mark is designated as VM 5938
 AC3326.by the Center for Operational Oceanographic Products and Services.
 AC3326
 AC3326.The geoid height was determined by GEOID03.
 AC3326
 AC3326.The dynamic height is computed by dividing the NAVD 88
 AC3326.geopotential number by the normal gravity value computed on the
 AC3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3326.degrees latitude (g = 980.6199 gals.).
 AC3326
 AC3326.The modeled gravity was interpolated from observed gravity values.
 AC3326
 AC3326;                    North         East    Units  Estimated Accuracy
 AC3326;SPC FL E     -    93,310.      263,450.      MT  (+/- 180 meters Scaled)
 AC3326
 AC3326                          SUPERSEDED SURVEY CONTROL
 AC3326
 AC3326  NGVD 29 (09/01/92)    3.408  (m)           11.18   (f) ADJUSTED    2 1
 AC3326
 AC3326.Superseded values are not recommended for survey control.
 AC3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3326.See file dsdata.txt to determine how the superseded data were derived.
 AC3326
 AC3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH634844(NAD 83)
 AC3326_MARKER: DJ = TIDAL STATION DISK
 AC3326_SETTING: 66 = SET IN ROCK OUTCROP
 AC3326_SP_SET: ROCK OUTCROP
 AC3326_STAMPING: 3622 E 1982 BSM
 AC3326_MARK LOGO: FLDNR 
 AC3326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3326+STABILITY: POSITION/ELEVATION WELL
 AC3326
 AC3326  HISTORY     - Date     Condition        Report By
 AC3326  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3326  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AC3326
 AC3326                          STATION DESCRIPTION
 AC3326
 AC3326'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3326'6.8 MI NE FROM KEY LARGO.
 AC3326'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.4 MILES NORTHEAST ON U.S.
 AC3326'HIGHWAY 1 TO THE Y-FORK JUNCTION OF STATE ROAD C-905, GO 0.4 MILE
 AC3326'NORTHEAST ON C-905 TO THE MARK.  THE MARK IS SET FLUSH IN A ROCK
 AC3326'OUTCROP, AND BEARS 25.8 FEET SOUTHEAST OF THE STATE ROAD C-905
 AC3326'CENTERLINE, 163 FEET NORTHEAST OF THE GARDEN COVE ROAD CENTERLINE, 39
 AC3326'FEET WEST OF A CONCRETE POWER POLE AND 95 FEET NORTHEAST OF BENCH MARK
 AC3326'B 275 1966.
 AC3326'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3326
 AC3326                          STATION RECOVERY (1994)
 AC3326
 AC3326'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1038 ***********************************************************************
 AC1038  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1038  DESIGNATION -  872 3622 TIDAL 1 1935
 AC1038  PID         -  AC1038
 AC1038  STATE/COUNTY-  FL/MONROE
 AC1038  USGS QUAD   -  GARDEN COVE (1969)
 AC1038
 AC1038                         *CURRENT SURVEY CONTROL
 AC1038  ___________________________________________________________________
 AC1038* NAD 83(1986)-  25 10 20.     (N)    080 21 58.     (W)     SCALED    
 AC1038* NAVD 88     -         1.412  (meters)       4.63   (feet)  ADJUSTED  
 AC1038  ___________________________________________________________________
 AC1038  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AC1038  DYNAMIC HT  -           1.410 (meters)       4.63  (feet)  COMP
 AC1038  MODELED GRAV-     978,983.2   (mgal)                       NAVD 88
 AC1038
 AC1038  VERT ORDER  -  FIRST     CLASS II
 AC1038
 AC1038.The horizontal coordinates were scaled from a topographic map and have
 AC1038.an estimated accuracy of +/- 6 seconds.
 AC1038
 AC1038.The orthometric height was determined by differential leveling
 AC1038.and adjusted by the National Geodetic Survey in June 1991..
 AC1038.WARNING-Repeat measurements at this control monument indicate possible
 AC1038.vertical movement.
 AC1038
 AC1038.This Tidal Bench Mark is designated as VM 5934
 AC1038.by the Center for Operational Oceanographic Products and Services.
 AC1038
 AC1038.The geoid height was determined by GEOID03.
 AC1038
 AC1038.The dynamic height is computed by dividing the NAVD 88
 AC1038.geopotential number by the normal gravity value computed on the
 AC1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1038.degrees latitude (g = 980.6199 gals.).
 AC1038
 AC1038.The modeled gravity was interpolated from observed gravity values.
 AC1038
 AC1038;                    North         East    Units  Estimated Accuracy
 AC1038;SPC FL E     -    93,070.      263,900.      MT  (+/- 180 meters Scaled)
 AC1038
 AC1038                          SUPERSEDED SURVEY CONTROL
 AC1038
 AC1038  NGVD 29 (09/01/92)    1.890  (m)            6.20   (f) ADJUSTED    1 2
 AC1038
 AC1038.Superseded values are not recommended for survey control.
 AC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1038.See file dsdata.txt to determine how the superseded data were derived.
 AC1038
 AC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH638841(NAD 83)
 AC1038_MARKER: DJ = TIDAL STATION DISK
 AC1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC1038_SP_SET: SIDEWALK
 AC1038_STAMPING: NO 1 1935
 AC1038_MARK LOGO: CGS   
 AC1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1038
 AC1038  HISTORY     - Date     Condition        Report By
 AC1038  HISTORY     - 1935     MONUMENTED       CGS
 AC1038  HISTORY     - 1966     GOOD             NGS
 AC1038  HISTORY     - 1982     GOOD             FLDNR
 AC1038  HISTORY     - 19901229 GOOD             USPSQD
 AC1038  HISTORY     - 19940813 GOOD             USPSQD
 AC1038
 AC1038                          STATION DESCRIPTION
 AC1038
 AC1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1038'7.2 MI NE FROM KEY LARGO.
 AC1038'ABOUT 6.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1038'OFFICE AT KEY LARGO, THENCE ABOUT 0.4 MILE NORTHEAST ALONG STATE
 AC1038'HIGHWAY S 905, THENCE ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVELED
 AC1038'ROAD, AT GARDEN COVE, ON THE INSIDE OF A CURVE IN THE ROAD WITH
 AC1038'TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 26 FEET SOUTHWEST
 AC1038'OF THE CENTER LINE OF ROAD LEADING NORTHWEST, IN THE TOP OF THE
 AC1038'SIDEWALK AND AT THE NORTHWEST END OF A CURVE IN THE SIDEWALK, 2.9
 AC1038'FEET NORTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK, AND ABOUT
 AC1038'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 AC1038
 AC1038                          STATION RECOVERY (1982)
 AC1038
 AC1038'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1038'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AC1038'EXCEPT THAT THE SIDEWALK IS IN DISUSE AND
 AC1038'IS OVERGROWN WITH VEGETATION.
 AC1038
 AC1038                          STATION RECOVERY (1990)
 AC1038
 AC1038'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1038'RECOVERED IN GOOD CONDITION.
 AC1038
 AC1038                          STATION RECOVERY (1994)
 AC1038
 AC1038'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2400 ***********************************************************************
 AB2400  DESIGNATION -  872 3644 K TIDAL
 AB2400  PID         -  AB2400
 AB2400  STATE/COUNTY-  FL/MONROE
 AB2400  USGS QUAD   -  FLAMINGO (1990)
 AB2400
 AB2400                         *CURRENT SURVEY CONTROL
 AB2400  ___________________________________________________________________
 AB2400* NAD 83(1986)-  25 09 03.     (N)    080 55 12.     (W)     SCALED    
 AB2400* NAVD 88     -         0.422  (meters)       1.38   (feet)  ADJUSTED  
 AB2400  ___________________________________________________________________
 AB2400  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AB2400  DYNAMIC HT  -           0.421 (meters)       1.38  (feet)  COMP
 AB2400  MODELED GRAV-     978,988.6   (mgal)                       NAVD 88
 AB2400
 AB2400  VERT ORDER  -  FIRST     CLASS II
 AB2400
 AB2400.The horizontal coordinates were scaled from a topographic map and have
 AB2400.an estimated accuracy of +/- 6 seconds.
 AB2400
 AB2400.The orthometric height was determined by differential leveling
 AB2400.and adjusted by the National Geodetic Survey in April 1996..
 AB2400
 AB2400.The geoid height was determined by GEOID03.
 AB2400
 AB2400.The dynamic height is computed by dividing the NAVD 88
 AB2400.geopotential number by the normal gravity value computed on the
 AB2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2400.degrees latitude (g = 980.6199 gals.).
 AB2400
 AB2400.The modeled gravity was interpolated from observed gravity values.
 AB2400
 AB2400;                    North         East    Units  Estimated Accuracy
 AB2400;SPC FL E     -    90,550.      208,070.      MT  (+/- 180 meters Scaled)
 AB2400
 AB2400                          SUPERSEDED SURVEY CONTROL
 AB2400
 AB2400.No superseded survey control is available for this station.
 AB2400
 AB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH080816(NAD 83)
 AB2400_MARKER: DB = BENCH MARK DISK
 AB2400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2400_STAMPING: 3644 K 1982
 AB2400_MARK LOGO: NOS   
 AB2400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2400+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 AB2400
 AB2400  HISTORY     - Date     Condition        Report By
 AB2400  HISTORY     - 1982     MONUMENTED       FLDNR
 AB2400  HISTORY     - 19941015 GOOD             FLDEP
 AB2400
 AB2400                          STATION DESCRIPTION
 AB2400
 AB2400'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2400'THE MARK IS ABOUT 33.2 MI (53.4 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2400'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2400'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2400'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2400'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2400'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2400'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2400'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2400'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2400'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2400'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2400'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2400'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2400'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2400'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2400'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2400'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2400'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2400'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2400'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2400'ROAD (STATE ROAD 27) FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF A
 AB2400'SERVICE ROAD ON THE LEFT AND THE MARK ON THE RIGHT, A STAINLESS STEEL
 AB2400'ROD DRIVEN IN THE GROUND WITH A NOS DISK ATACHED, ENCASED IN A 4-INCH
 AB2400'PVC PIPE FLUSH WITH THE GROUND, RECESSED 0.4 FT (12.2 CM) BELOW THE
 AB2400'LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF PARK
 AB2400'ROAD (STATE ROAD 27) . LOCATED 105.0 FT (32.0 M) SOUTHWEST OF A SIGN
 AB2400'FOR HOMESTEAD AND FLAMINGO MAINTENANCE YARD, 84.1 FT (25.6 M)
 AB2400'SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE SERVICE ROAD,
 AB2400'31.4 FT (9.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF PARK ROAD
 AB2400'(STATE ROAD 27) AND 2.0 FT (0.6 M) NORTHWEST OF THE EDGE OF THE
 AB2400'BRUSHLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2397 ***********************************************************************
 AB2397  DESIGNATION -  872 3644 L TIDAL
 AB2397  PID         -  AB2397
 AB2397  STATE/COUNTY-  FL/MONROE
 AB2397  USGS QUAD   -  FLAMINGO (1990)
 AB2397
 AB2397                         *CURRENT SURVEY CONTROL
 AB2397  ___________________________________________________________________
 AB2397* NAD 83(1986)-  25 10 56.     (N)    080 53 51.     (W)     SCALED    
 AB2397* NAVD 88     -         0.393  (meters)       1.29   (feet)  ADJUSTED  
 AB2397  ___________________________________________________________________
 AB2397  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB2397  DYNAMIC HT  -           0.393 (meters)       1.29  (feet)  COMP
 AB2397  MODELED GRAV-     978,989.3   (mgal)                       NAVD 88
 AB2397
 AB2397  VERT ORDER  -  FIRST     CLASS II
 AB2397
 AB2397.The horizontal coordinates were scaled from a topographic map and have
 AB2397.an estimated accuracy of +/- 6 seconds.
 AB2397
 AB2397.The orthometric height was determined by differential leveling
 AB2397.and adjusted by the National Geodetic Survey in April 1996..
 AB2397
 AB2397.The geoid height was determined by GEOID03.
 AB2397
 AB2397.The dynamic height is computed by dividing the NAVD 88
 AB2397.geopotential number by the normal gravity value computed on the
 AB2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2397.degrees latitude (g = 980.6199 gals.).
 AB2397
 AB2397.The modeled gravity was interpolated from observed gravity values.
 AB2397
 AB2397;                    North         East    Units  Estimated Accuracy
 AB2397;SPC FL E     -    94,030.      210,330.      MT  (+/- 180 meters Scaled)
 AB2397
 AB2397                          SUPERSEDED SURVEY CONTROL
 AB2397
 AB2397.No superseded survey control is available for this station.
 AB2397
 AB2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH103851(NAD 83)
 AB2397_MARKER: DB = BENCH MARK DISK
 AB2397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2397_STAMPING: 3644 L 1982
 AB2397_MARK LOGO: NOS   
 AB2397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2397+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 AB2397
 AB2397  HISTORY     - Date     Condition        Report By
 AB2397  HISTORY     - 1982     MONUMENTED       NOS
 AB2397  HISTORY     - 19941015 GOOD             FLDEP
 AB2397
 AB2397                          STATION DESCRIPTION
 AB2397
 AB2397'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2397'THE MARK IS ABOUT 30.1 MI (48.4 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2397'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2397'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2397'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2397'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2397'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2397'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2397'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2397'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2397'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2397'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2397'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2397'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2397'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2397'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2397'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2397'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2397'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2397'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.6 MI (5.8
 AB2397'KM) TO A PARKING AREA FOR COOT BAY AND THE MARK ON THE LEFT, A
 AB2397'STAINLESS STEEL ROD DRIVEN IN THE GROUND WITH A NOS DISK ATACHED,
 AB2397'ENCASED IN A 4-INCH PVC PIPE FLUSH WITH THE GROUND, RECESSED 0.4 FT
 AB2397'(12.2 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW
 AB2397'THE LEVEL OF PARK ROAD (STATE ROAD 27) . LOCATED 103.8 FT (31.6 M)
 AB2397'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF PARK ROAD (STATE ROAD 27) ,
 AB2397'73.5 FT (22.4 M) EAST-SOUTHEAST OF THE SOUTHEAST LEG OF THE COOT BAY
 AB2397'POND SIGN, 48.0 FT (14.6 M) EAST OF THE NORTHEAST LEG OF THE HURRICANE
 AB2397'DONNA SIGN AND 10.0 FT (3.0 M) SOUTHEAST OF THE EDGE OF THE BRUSHLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2396 ***********************************************************************
 AB2396  DESIGNATION -  872 3644 N TIDAL
 AB2396  PID         -  AB2396
 AB2396  STATE/COUNTY-  FL/MONROE
 AB2396  USGS QUAD   -  FLAMINGO (1990)
 AB2396
 AB2396                         *CURRENT SURVEY CONTROL
 AB2396  ___________________________________________________________________
 AB2396* NAD 83(1986)-  25 10 58.     (N)    080 53 50.     (W)     SCALED    
 AB2396* NAVD 88     -         0.481  (meters)       1.58   (feet)  ADJUSTED  
 AB2396  ___________________________________________________________________
 AB2396  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB2396  DYNAMIC HT  -           0.481 (meters)       1.58  (feet)  COMP
 AB2396  MODELED GRAV-     978,989.3   (mgal)                       NAVD 88
 AB2396
 AB2396  VERT ORDER  -  FIRST     CLASS II
 AB2396
 AB2396.The horizontal coordinates were scaled from a topographic map and have
 AB2396.an estimated accuracy of +/- 6 seconds.
 AB2396
 AB2396.The orthometric height was determined by differential leveling
 AB2396.and adjusted by the National Geodetic Survey in April 1996..
 AB2396
 AB2396.The geoid height was determined by GEOID03.
 AB2396
 AB2396.The dynamic height is computed by dividing the NAVD 88
 AB2396.geopotential number by the normal gravity value computed on the
 AB2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2396.degrees latitude (g = 980.6199 gals.).
 AB2396
 AB2396.The modeled gravity was interpolated from observed gravity values.
 AB2396
 AB2396;                    North         East    Units  Estimated Accuracy
 AB2396;SPC FL E     -    94,090.      210,360.      MT  (+/- 180 meters Scaled)
 AB2396
 AB2396                          SUPERSEDED SURVEY CONTROL
 AB2396
 AB2396.No superseded survey control is available for this station.
 AB2396
 AB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH103851(NAD 83)
 AB2396_MARKER: DD = SURVEY DISK
 AB2396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2396_SP_SET: CULVERT HEADWALL
 AB2396_STAMPING: 3644 N BSM 1982
 AB2396_MARK LOGO: FLDNR 
 AB2396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2396+STABILITY: SURFACE MOTION
 AB2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2396+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 AB2396
 AB2396  HISTORY     - Date     Condition        Report By
 AB2396  HISTORY     - 1982     MONUMENTED       FLDNR
 AB2396  HISTORY     - 19941015 GOOD             FLDEP
 AB2396
 AB2396                          STATION DESCRIPTION
 AB2396
 AB2396'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2396'THE MARK IS ABOUT 30.1 MI (48.4 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2396'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2396'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2396'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2396'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2396'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2396'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2396'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2396'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2396'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2396'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2396'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2396'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2396'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2396'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2396'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2396'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2396'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2396'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.6 MI (5.8
 AB2396'KM) TO A PARKING AREA FOR COOT BAY AND THE MARK ON THE LEFT, SET FLUSH
 AB2396'IN THE TOP OF THE NORTHEAST END OF THE CONCRETE CULVERT, ABOUT 0.5 FT
 AB2396'(15.2 CM) BELOW THE LEVEL OF PARK ROAD (STATE ROAD 27) . LOCATED 193.3
 AB2396'FT (58.9 M) NORTHEAST OF THE NORTHWEST LEG OF A SIGN FOR COOT BAY
 AB2396'POND, 21.5 FT (6.6 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF PARK
 AB2396'ROAD (STATE ROAD 27) AND 0.6 FT (18.3 CM) SOUTHWEST OF THE NORTHEAST
 AB2396'END OF THE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2404 ***********************************************************************
 AB2404  TIDAL BM    -  This is a Tidal Bench Mark.
 AB2404  DESIGNATION -  872 3644 TIDAL 1
 AB2404  PID         -  AB2404
 AB2404  STATE/COUNTY-  FL/MONROE
 AB2404  USGS QUAD   -  FLAMINGO (1990)
 AB2404
 AB2404                         *CURRENT SURVEY CONTROL
 AB2404  ___________________________________________________________________
 AB2404* NAD 83(1999)-  25 08 36.88686(N)    080 55 21.97733(W)     ADJUSTED  
 AB2404* NAVD 88     -         0.849  (meters)       2.79   (feet)  ADJUSTED  
 AB2404  ___________________________________________________________________
 AB2404  X           -     911,452.118 (meters)                     COMP
 AB2404  Y           -  -5,704,903.440 (meters)                     COMP
 AB2404  Z           -   2,693,471.374 (meters)                     COMP
 AB2404  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AB2404  ELLIP HEIGHT-         -22.07  (meters)          (12/09/02) GPS OBS
 AB2404  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB2404  DYNAMIC HT  -           0.847 (meters)       2.78  (feet)  COMP
 AB2404  MODELED GRAV-     978,988.3   (mgal)                       NAVD 88
 AB2404
 AB2404  HORZ ORDER  -  A
 AB2404  VERT ORDER  -  FIRST     CLASS II
 AB2404  ELLP ORDER  -  FOURTH    CLASS I
 AB2404
 AB2404.The horizontal coordinates were established by GPS observations
 AB2404.and adjusted by the National Geodetic Survey in December 2002..
 AB2404
 AB2404.The orthometric height was determined by differential leveling
 AB2404.and adjusted by the National Geodetic Survey in April 1996..
 AB2404
 AB2404.This Tidal Bench Mark is designated as VM 5940
 AB2404.by the Center for Operational Oceanographic Products and Services.
 AB2404
 AB2404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2404
 AB2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2404
 AB2404.The ellipsoidal height was determined by GPS observations
 AB2404.and is referenced to NAD 83.
 AB2404
 AB2404.The geoid height was determined by GEOID03.
 AB2404
 AB2404.The dynamic height is computed by dividing the NAVD 88
 AB2404.geopotential number by the normal gravity value computed on the
 AB2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2404.degrees latitude (g = 980.6199 gals.).
 AB2404
 AB2404.The modeled gravity was interpolated from observed gravity values.
 AB2404
 AB2404;                    North         East     Units Scale Factor Converg.
 AB2404;SPC FL E     -    89,747.144   207,786.685   MT  0.99994192   +0 01 58.1
 AB2404;SPC FL E     -   294,445.42    681,713.48   sFT  0.99994192   +0 01 58.1
 AB2404;UTM  17      - 2,780,848.504   507,784.028   MT  0.99960075   +0 01 58.1
 AB2404
 AB2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2404!SPC FL E     -   1.00000347  x   0.99994192  =   0.99994539
 AB2404!UTM  17      -   1.00000347  x   0.99960075  =   0.99960422
 AB2404
 AB2404:                Primary Azimuth Mark                     Grid Az
 AB2404:SPC FL E     -  3803 FCE                                 002 20 20.6
 AB2404:UTM  17      -  3803 FCE                                 002 20 20.6
 AB2404
 AB2404|---------------------------------------------------------------------|
 AB2404| PID    Reference Object                     Distance      Geod. Az  |
 AB2404|                                                           dddmmss.s |
 AB2404| AB2402 3803 FCE                            APPROX. 0.6 KM 0022218.7 |
 AB2404|---------------------------------------------------------------------|
 AB2404
 AB2404                          SUPERSEDED SURVEY CONTROL
 AB2404
 AB2404  NAVD 88 (12/09/02)    0.85   (m)            2.8    (f) LEVELING    3  
 AB2404
 AB2404.Superseded values are not recommended for survey control.
 AB2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2404.See file dsdata.txt to determine how the superseded data were derived.
 AB2404
 AB2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0778480849(NAD 83)
 AB2404_MARKER: DB = BENCH MARK DISK
 AB2404_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB2404_SP_SET: SEAWALL
 AB2404_STAMPING: NO 1 1964
 AB2404_MARK LOGO: CGS   
 AB2404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2404+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 AB2404
 AB2404  HISTORY     - Date     Condition        Report By
 AB2404  HISTORY     - 1964     MONUMENTED       CGS
 AB2404  HISTORY     - 19941022 GOOD             FLDEP
 AB2404  HISTORY     - 20020301 GOOD             MAPTEC
 AB2404  HISTORY     - 20020524 GOOD             MAPTEC
 AB2404  HISTORY     - 20040513 GOOD             INHURC
 AB2404
 AB2404                          STATION DESCRIPTION
 AB2404
 AB2404'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2404'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2404'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2404'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2404'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2404'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2404'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2404'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2404'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2404'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2404'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2404'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2404'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2404'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2404'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2404'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2404'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2404'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2404'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2404'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2404'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2404'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2404'BUTTONWOOD CANAL, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR
 AB2404'0.35 MI (0.56 KM) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT, TURN
 AB2404'LEFT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO THE
 AB2404'JUNCTION OF A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD
 AB2404'AND GO SOUTH FOR 0.05 MI (0.08 KM) TO THE FIRST PAVED ROAD ON THE
 AB2404'LEFT, TURN LEFT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO
 AB2404'THE MARK ON THE RIGHT, SET FLUSH IN A 11.0 FT (3.4 M) X 8.0 FT (2.4 M)
 AB2404'CONCRETE PAD WHICH IS ATTACHED TO THE SEAWALL AND LEVEL WITH THE PAVED
 AB2404'ROAD. LOCATED 79.2 FT (24.1 M) WEST OF THE SOUTHEAST CORNER OF THE
 AB2404'NORTH BOAT BASIN, 56.0 FT (17.1 M) WEST OF THE SOUTHWEST CORNER OF THE
 AB2404'HOUSEBOAT RENTAL BUILDING AND 9.5 FT (2.9 M) NORTH OF THE SOUTH EDGE
 AB2404'OF THE CONCRETE SEAWALL.
 AB2404
 AB2404                          STATION RECOVERY (2002)
 AB2404
 AB2404'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AB2404'RECOVERED AS DESCRIBED
 AB2404' 
 AB2404' 
 AB2404'
 AB2404
 AB2404                          STATION RECOVERY (2002)
 AB2404
 AB2404'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB2404'RECOVERED AS DESCRIBED.
 AB2404'
 AB2404
 AB2404                          STATION RECOVERY (2004)
 AB2404
 AB2404'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2004 (WRV)
 AB2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2410 ***********************************************************************
 AB2410  TIDAL BM    -  This is a Tidal Bench Mark.
 AB2410  DESIGNATION -  872 3644 TIDAL 2
 AB2410  PID         -  AB2410
 AB2410  STATE/COUNTY-  FL/MONROE
 AB2410  USGS QUAD   -  FLAMINGO (1990)
 AB2410
 AB2410                         *CURRENT SURVEY CONTROL
 AB2410  ___________________________________________________________________
 AB2410* NAD 83(1986)-  25 08 28.     (N)    080 55 27.     (W)     SCALED    
 AB2410* NAVD 88     -         1.399  (meters)       4.59   (feet)  ADJUSTED  
 AB2410  ___________________________________________________________________
 AB2410  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB2410  DYNAMIC HT  -           1.396 (meters)       4.58  (feet)  COMP
 AB2410  MODELED GRAV-     978,988.2   (mgal)                       NAVD 88
 AB2410
 AB2410  VERT ORDER  -  FIRST     CLASS II
 AB2410
 AB2410.The horizontal coordinates were scaled from a topographic map and have
 AB2410.an estimated accuracy of +/- 6 seconds.
 AB2410
 AB2410.The orthometric height was determined by differential leveling
 AB2410.and adjusted by the National Geodetic Survey in April 1996..
 AB2410
 AB2410.This Tidal Bench Mark is designated as VM 5941
 AB2410.by the Center for Operational Oceanographic Products and Services.
 AB2410
 AB2410.The geoid height was determined by GEOID03.
 AB2410
 AB2410.The dynamic height is computed by dividing the NAVD 88
 AB2410.geopotential number by the normal gravity value computed on the
 AB2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2410.degrees latitude (g = 980.6199 gals.).
 AB2410
 AB2410.The modeled gravity was interpolated from observed gravity values.
 AB2410
 AB2410;                    North         East    Units  Estimated Accuracy
 AB2410;SPC FL E     -    89,470.      207,650.      MT  (+/- 180 meters Scaled)
 AB2410
 AB2410                          SUPERSEDED SURVEY CONTROL
 AB2410
 AB2410.No superseded survey control is available for this station.
 AB2410
 AB2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH076805(NAD 83)
 AB2410_MARKER: DB = BENCH MARK DISK
 AB2410_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB2410+WITH SETTING: PAVEMENT
 AB2410_SP_SET: FLAGPOLE BASE
 AB2410_STAMPING: NO. 2 1964
 AB2410_MARK LOGO: CGS   
 AB2410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2410+STABILITY: SURFACE MOTION
 AB2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2410+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1994
 AB2410
 AB2410  HISTORY     - Date     Condition        Report By
 AB2410  HISTORY     - 1964     MONUMENTED       CGS
 AB2410  HISTORY     - 19941022 GOOD             FLDEP
 AB2410
 AB2410                          STATION DESCRIPTION
 AB2410
 AB2410'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2410'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2410'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2410'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2410'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2410'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2410'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2410'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2410'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2410'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2410'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2410'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2410'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2410'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2410'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2410'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2410'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2410'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2410'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2410'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2410'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2410'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2410'BUTTONWOOD CANAL, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR
 AB2410'0.6 MI (1.0 KM) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT (TO
 AB2410'FLAMINGO VISITOR CENTER) , TURN LEFT ON THE PAVED ROAD AND GO
 AB2410'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, SET FLUSH IN A
 AB2410'5.0 FT (1.5 M) DIAMETER CONCRETE BASE FOR A FLAG POLE. LOCATED 137.7
 AB2410'FT (42.0 M) WEST OF THE VISITOR CENTER SIGN, 94.2 FT (28.7 M)
 AB2410'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE NORTHERNMOST ROAD TO
 AB2410'THE VISITOR CENTER AND 90.5 FT (27.6 M) NORTHEAST OF THE APPROXIMATE
 AB2410'CENTERLINE OF THE SOUTHERNMOST ROAD TO THE VISITOR CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3289 ***********************************************************************
 AC3289  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3289  DESIGNATION -  872 3646 TIDAL 1
 AC3289  PID         -  AC3289
 AC3289  STATE/COUNTY-  FL/MONROE
 AC3289  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3289
 AC3289                         *CURRENT SURVEY CONTROL
 AC3289  ___________________________________________________________________
 AC3289* NAD 83(1986)-  25 08 25.     (N)    080 24 11.     (W)     SCALED    
 AC3289* NAVD 88     -         0.732  (meters)       2.40   (feet)  ADJUSTED  
 AC3289  ___________________________________________________________________
 AC3289  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AC3289  DYNAMIC HT  -           0.730 (meters)       2.40  (feet)  COMP
 AC3289  MODELED GRAV-     978,981.3   (mgal)                       NAVD 88
 AC3289
 AC3289  VERT ORDER  -  SECOND    CLASS I
 AC3289
 AC3289.The horizontal coordinates were scaled from a topographic map and have
 AC3289.an estimated accuracy of +/- 6 seconds.
 AC3289
 AC3289.The orthometric height was determined by differential leveling
 AC3289.and adjusted by the National Geodetic Survey in June 1991..
 AC3289
 AC3289.This Tidal Bench Mark is designated as VM 5944
 AC3289.by the Center for Operational Oceanographic Products and Services.
 AC3289
 AC3289.The geoid height was determined by GEOID03.
 AC3289
 AC3289.The dynamic height is computed by dividing the NAVD 88
 AC3289.geopotential number by the normal gravity value computed on the
 AC3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3289.degrees latitude (g = 980.6199 gals.).
 AC3289
 AC3289.The modeled gravity was interpolated from observed gravity values.
 AC3289
 AC3289;                    North         East    Units  Estimated Accuracy
 AC3289;SPC FL E     -    89,510.      260,190.      MT  (+/- 180 meters Scaled)
 AC3289
 AC3289                          SUPERSEDED SURVEY CONTROL
 AC3289
 AC3289  NGVD 29 (09/01/92)    1.209  (m)            3.97   (f) ADJUSTED    2 1
 AC3289
 AC3289.Superseded values are not recommended for survey control.
 AC3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3289.See file dsdata.txt to determine how the superseded data were derived.
 AC3289
 AC3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601806(NAD 83)
 AC3289_MARKER: DJ = TIDAL STATION DISK
 AC3289_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3289_SP_SET: CONCRETE BULKHEAD
 AC3289_STAMPING: NO 1 1974
 AC3289_MARK LOGO: NOS   
 AC3289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3289
 AC3289  HISTORY     - Date     Condition        Report By
 AC3289  HISTORY     - 1974     MONUMENTED       NOS
 AC3289  HISTORY     - 1982     GOOD             FLDNR
 AC3289
 AC3289                          STATION DESCRIPTION
 AC3289
 AC3289'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3289'4.0 MI NORTH FROM KEY LARGO.
 AC3289'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3289'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3289'WITH THE BULKHEAD AT THE NORTHWEST CORNER NEAR THE ENTRANCE CANAL TO
 AC3289'THE MARINA, 46.9 FEET NORTHEAST OF A BEND IN THE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3288 ***********************************************************************
 AC3288  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3288  DESIGNATION -  872 3646 TIDAL 2
 AC3288  PID         -  AC3288
 AC3288  STATE/COUNTY-  FL/MONROE
 AC3288  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3288
 AC3288                         *CURRENT SURVEY CONTROL
 AC3288  ___________________________________________________________________
 AC3288* NAD 83(1986)-  25 08 25.     (N)    080 24 11.     (W)     SCALED    
 AC3288* NAVD 88     -         0.765  (meters)       2.51   (feet)  ADJUSTED  
 AC3288  ___________________________________________________________________
 AC3288  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AC3288  DYNAMIC HT  -           0.764 (meters)       2.51  (feet)  COMP
 AC3288  MODELED GRAV-     978,981.3   (mgal)                       NAVD 88
 AC3288
 AC3288  VERT ORDER  -  SECOND    CLASS I
 AC3288
 AC3288.The horizontal coordinates were scaled from a topographic map and have
 AC3288.an estimated accuracy of +/- 6 seconds.
 AC3288
 AC3288.The orthometric height was determined by differential leveling
 AC3288.and adjusted by the National Geodetic Survey in June 1991..
 AC3288
 AC3288.This Tidal Bench Mark is designated as VM 5945
 AC3288.by the Center for Operational Oceanographic Products and Services.
 AC3288
 AC3288.The geoid height was determined by GEOID03.
 AC3288
 AC3288.The dynamic height is computed by dividing the NAVD 88
 AC3288.geopotential number by the normal gravity value computed on the
 AC3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3288.degrees latitude (g = 980.6199 gals.).
 AC3288
 AC3288.The modeled gravity was interpolated from observed gravity values.
 AC3288
 AC3288;                    North         East    Units  Estimated Accuracy
 AC3288;SPC FL E     -    89,510.      260,190.      MT  (+/- 180 meters Scaled)
 AC3288
 AC3288                          SUPERSEDED SURVEY CONTROL
 AC3288
 AC3288  NGVD 29 (09/01/92)    1.242  (m)            4.07   (f) ADJUSTED    2 1
 AC3288
 AC3288.Superseded values are not recommended for survey control.
 AC3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3288.See file dsdata.txt to determine how the superseded data were derived.
 AC3288
 AC3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601806(NAD 83)
 AC3288_MARKER: DJ = TIDAL STATION DISK
 AC3288_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3288_SP_SET: CONCRETE BULKHEAD
 AC3288_STAMPING: NO 2 1974
 AC3288_MARK LOGO: NOS   
 AC3288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3288
 AC3288  HISTORY     - Date     Condition        Report By
 AC3288  HISTORY     - 1974     MONUMENTED       NOS
 AC3288  HISTORY     - 1982     GOOD             FLDNR
 AC3288
 AC3288                          STATION DESCRIPTION
 AC3288
 AC3288'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3288'4.0 MI NORTH FROM KEY LARGO.
 AC3288'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3288'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3288'IN THE TOP OF THE BULKHEAD AT THE SOUTHWEST CORNER OF MARINA, 30.2
 AC3288'FEET SOUTHEAST OF A LIGHT POLE, 0.5 FOOT WEST OF THE EAST EDGE OF THE
 AC3288'BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3290 ***********************************************************************
 AC3290  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3290  DESIGNATION -  872 3646 TIDAL 3
 AC3290  PID         -  AC3290
 AC3290  STATE/COUNTY-  FL/MONROE
 AC3290  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3290
 AC3290                         *CURRENT SURVEY CONTROL
 AC3290  ___________________________________________________________________
 AC3290* NAD 83(1986)-  25 08 25.     (N)    080 24 11.     (W)     SCALED    
 AC3290* NAVD 88     -         3.015  (meters)       9.89   (feet)  ADJUSTED  
 AC3290  ___________________________________________________________________
 AC3290  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AC3290  DYNAMIC HT  -           3.010 (meters)       9.88  (feet)  COMP
 AC3290  MODELED GRAV-     978,981.3   (mgal)                       NAVD 88
 AC3290
 AC3290  VERT ORDER  -  SECOND    CLASS I
 AC3290
 AC3290.The horizontal coordinates were scaled from a topographic map and have
 AC3290.an estimated accuracy of +/- 6 seconds.
 AC3290
 AC3290.The orthometric height was determined by differential leveling
 AC3290.and adjusted by the National Geodetic Survey in June 1991..
 AC3290
 AC3290.This Tidal Bench Mark is designated as VM 5946
 AC3290.by the Center for Operational Oceanographic Products and Services.
 AC3290
 AC3290.The geoid height was determined by GEOID03.
 AC3290
 AC3290.The dynamic height is computed by dividing the NAVD 88
 AC3290.geopotential number by the normal gravity value computed on the
 AC3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3290.degrees latitude (g = 980.6199 gals.).
 AC3290
 AC3290.The modeled gravity was interpolated from observed gravity values.
 AC3290
 AC3290;                    North         East    Units  Estimated Accuracy
 AC3290;SPC FL E     -    89,510.      260,190.      MT  (+/- 180 meters Scaled)
 AC3290
 AC3290                          SUPERSEDED SURVEY CONTROL
 AC3290
 AC3290  NGVD 29 (09/01/92)    3.493  (m)           11.46   (f) ADJUSTED    2 1
 AC3290
 AC3290.Superseded values are not recommended for survey control.
 AC3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3290.See file dsdata.txt to determine how the superseded data were derived.
 AC3290
 AC3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601806(NAD 83)
 AC3290_MARKER: DJ = TIDAL STATION DISK
 AC3290_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3290_SP_SET: CONCRETE FOOTING
 AC3290_STAMPING: NO 3 1974
 AC3290_MARK LOGO: NOS   
 AC3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3290+STABILITY: SURFACE MOTION
 AC3290
 AC3290  HISTORY     - Date     Condition        Report By
 AC3290  HISTORY     - 1974     MONUMENTED       NOS
 AC3290  HISTORY     - 1982     GOOD             FLDNR
 AC3290
 AC3290                          STATION DESCRIPTION
 AC3290
 AC3290'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3290'4.0 MI NORTH FROM KEY LARGO.
 AC3290'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3290'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK. THE MARK IS SET FLUSH
 AC3290'IN THE CONCRETE FOOTING ON THE EAST EDGE OF THE DOUBLE DOOR FOR THE
 AC3290'MARINA BOAT STORAGE BUILDING, 31.5 FEET WEST OF THE NORTHEAST CORNER
 AC3290'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3291 ***********************************************************************
 AC3291  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3291  DESIGNATION -  872 3646 TIDAL 4
 AC3291  PID         -  AC3291
 AC3291  STATE/COUNTY-  FL/MONROE
 AC3291  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3291
 AC3291                         *CURRENT SURVEY CONTROL
 AC3291  ___________________________________________________________________
 AC3291* NAD 83(1986)-  25 08 25.     (N)    080 24 11.     (W)     SCALED    
 AC3291* NAVD 88     -         1.350  (meters)       4.43   (feet)  ADJUSTED  
 AC3291  ___________________________________________________________________
 AC3291  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AC3291  DYNAMIC HT  -           1.348 (meters)       4.42  (feet)  COMP
 AC3291  MODELED GRAV-     978,981.3   (mgal)                       NAVD 88
 AC3291
 AC3291  VERT ORDER  -  SECOND    CLASS I
 AC3291
 AC3291.The horizontal coordinates were scaled from a topographic map and have
 AC3291.an estimated accuracy of +/- 6 seconds.
 AC3291
 AC3291.The orthometric height was determined by differential leveling
 AC3291.and adjusted by the National Geodetic Survey in June 1991..
 AC3291
 AC3291.This Tidal Bench Mark is designated as VM 5947
 AC3291.by the Center for Operational Oceanographic Products and Services.
 AC3291
 AC3291.The geoid height was determined by GEOID03.
 AC3291
 AC3291.The dynamic height is computed by dividing the NAVD 88
 AC3291.geopotential number by the normal gravity value computed on the
 AC3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3291.degrees latitude (g = 980.6199 gals.).
 AC3291
 AC3291.The modeled gravity was interpolated from observed gravity values.
 AC3291
 AC3291;                    North         East    Units  Estimated Accuracy
 AC3291;SPC FL E     -    89,510.      260,190.      MT  (+/- 180 meters Scaled)
 AC3291
 AC3291                          SUPERSEDED SURVEY CONTROL
 AC3291
 AC3291  NGVD 29 (09/01/92)    1.828  (m)            6.00   (f) ADJUSTED    2 1
 AC3291
 AC3291.Superseded values are not recommended for survey control.
 AC3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3291.See file dsdata.txt to determine how the superseded data were derived.
 AC3291
 AC3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601806(NAD 83)
 AC3291_MARKER: DJ = TIDAL STATION DISK
 AC3291_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3291_SP_SET: CONCRETE BULKHEAD
 AC3291_STAMPING: NO 4 1974
 AC3291_MARK LOGO: NOS   
 AC3291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3291
 AC3291  HISTORY     - Date     Condition        Report By
 AC3291  HISTORY     - 1974     MONUMENTED       NOS
 AC3291  HISTORY     - 1982     GOOD             FLDNR
 AC3291
 AC3291                          STATION DESCRIPTION
 AC3291
 AC3291'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3291'4.0 MI NORTH FROM KEY LARGO.
 AC3291'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3291'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3291'IN THE TOP OF THE BULKHEAD ON THE EAST SIDE OF THE BOAT BASIN, AT A
 AC3291'90 DEGREE CORNER IN THE BULKHEAD, 5 FEET NORTHWEST OF THE NORTHWEST
 AC3291'CORNER OF THE RESTAURANT AT THE MARINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3292 ***********************************************************************
 AC3292  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3292  DESIGNATION -  872 3646 TIDAL 5
 AC3292  PID         -  AC3292
 AC3292  STATE/COUNTY-  FL/MONROE
 AC3292  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3292
 AC3292                         *CURRENT SURVEY CONTROL
 AC3292  ___________________________________________________________________
 AC3292* NAD 83(1986)-  25 08 25.     (N)    080 24 11.     (W)     SCALED    
 AC3292* NAVD 88     -         0.734  (meters)       2.41   (feet)  ADJUSTED  
 AC3292  ___________________________________________________________________
 AC3292  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AC3292  DYNAMIC HT  -           0.733 (meters)       2.40  (feet)  COMP
 AC3292  MODELED GRAV-     978,981.3   (mgal)                       NAVD 88
 AC3292
 AC3292  VERT ORDER  -  SECOND    CLASS I
 AC3292
 AC3292.The horizontal coordinates were scaled from a topographic map and have
 AC3292.an estimated accuracy of +/- 6 seconds.
 AC3292
 AC3292.The orthometric height was determined by differential leveling
 AC3292.and adjusted by the National Geodetic Survey in June 1991..
 AC3292
 AC3292.This Tidal Bench Mark is designated as VM 5948
 AC3292.by the Center for Operational Oceanographic Products and Services.
 AC3292
 AC3292.The geoid height was determined by GEOID03.
 AC3292
 AC3292.The dynamic height is computed by dividing the NAVD 88
 AC3292.geopotential number by the normal gravity value computed on the
 AC3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3292.degrees latitude (g = 980.6199 gals.).
 AC3292
 AC3292.The modeled gravity was interpolated from observed gravity values.
 AC3292
 AC3292;                    North         East    Units  Estimated Accuracy
 AC3292;SPC FL E     -    89,510.      260,190.      MT  (+/- 180 meters Scaled)
 AC3292
 AC3292                          SUPERSEDED SURVEY CONTROL
 AC3292
 AC3292  NGVD 29 (09/01/92)    1.212  (m)            3.98   (f) ADJUSTED    2 1
 AC3292
 AC3292.Superseded values are not recommended for survey control.
 AC3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3292.See file dsdata.txt to determine how the superseded data were derived.
 AC3292
 AC3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601806(NAD 83)
 AC3292_MARKER: DJ = TIDAL STATION DISK
 AC3292_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3292_SP_SET: CONCRETE BULKHEAD
 AC3292_STAMPING: NO 5 1974
 AC3292_MARK LOGO: NOS   
 AC3292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3292
 AC3292  HISTORY     - Date     Condition        Report By
 AC3292  HISTORY     - 1974     MONUMENTED       NOS
 AC3292  HISTORY     - 1982     GOOD             FLDNR
 AC3292
 AC3292                          STATION DESCRIPTION
 AC3292
 AC3292'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3292'4.0 MI NORTH FROM KEY LARGO.
 AC3292'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3292'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3292'IN THE TOP OF THE BULKHEAD, AT THE NORTHEAST CORNER OF THE BOAT BASIN,
 AC3292'5.2 FEET SOUTH OF THE NORTH EDGE OF A CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4708 ***********************************************************************
 AC4708  DESIGNATION -  872 3651 E TIDAL
 AC4708  PID         -  AC4708
 AC4708  STATE/COUNTY-  FL/MONROE
 AC4708  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC4708
 AC4708                         *CURRENT SURVEY CONTROL
 AC4708  ___________________________________________________________________
 AC4708* NAD 83(1986)-  25 08 28.     (N)    080 23 57.     (W)     SCALED    
 AC4708* NAVD 88     -         3.282  (meters)      10.77   (feet)  ADJUSTED  
 AC4708  ___________________________________________________________________
 AC4708  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AC4708  DYNAMIC HT  -           3.276 (meters)      10.75  (feet)  COMP
 AC4708  MODELED GRAV-     978,981.3   (mgal)                       NAVD 88
 AC4708
 AC4708  VERT ORDER  -  FIRST     CLASS II
 AC4708
 AC4708.The horizontal coordinates were scaled from a topographic map and have
 AC4708.an estimated accuracy of +/- 6 seconds.
 AC4708
 AC4708.The orthometric height was determined by differential leveling
 AC4708.and adjusted by the National Geodetic Survey in May 1994..
 AC4708
 AC4708.The geoid height was determined by GEOID03.
 AC4708
 AC4708.The dynamic height is computed by dividing the NAVD 88
 AC4708.geopotential number by the normal gravity value computed on the
 AC4708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4708.degrees latitude (g = 980.6199 gals.).
 AC4708
 AC4708.The modeled gravity was interpolated from observed gravity values.
 AC4708
 AC4708;                    North         East    Units  Estimated Accuracy
 AC4708;SPC FL E     -    89,610.      260,580.      MT  (+/- 180 meters Scaled)
 AC4708
 AC4708                          SUPERSEDED SURVEY CONTROL
 AC4708
 AC4708  NGVD 29 (09/01/92)    3.760  (m)           12.34   (f) ADJUSTED    1 2
 AC4708
 AC4708.Superseded values are not recommended for survey control.
 AC4708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4708.See file dsdata.txt to determine how the superseded data were derived.
 AC4708
 AC4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH605807(NAD 83)
 AC4708_MARKER: DJ = TIDAL STATION DISK
 AC4708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4708_SP_SET: STAINLESS STEEL ROD
 AC4708_STAMPING: 3651 E 1987
 AC4708_MARK LOGO: NOS   
 AC4708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4708+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1991
 AC4708
 AC4708  HISTORY     - Date     Condition        Report By
 AC4708  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4708  HISTORY     - 19910123 GOOD             FLDNR
 AC4708
 AC4708                          STATION DESCRIPTION
 AC4708
 AC4708'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4708'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORHTEAST ON
 AC4708'U.S. HIGHWAY 1 FOR 3.5 MI (5.6 KM) TO THE MARK, SET IN THE MEDIAN.
 AC4708'LOCATED 28.8 FT (8.8 M) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 AC4708'LANE OF U.S. HIGHWAY 1, 42 FT (12.8 M) SOUTHEAST OF THE CENTERLINE
 AC4708'OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 1, 24.2 FT (7.4 M) SOUTHWEST
 AC4708'OF A TRI-TRUNKED TREE AND 37.2 FT (11.3 M) NORTHEAST OF THE EDGE OF
 AC4708'THE MEDIAN CROSS OVER.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1029 ***********************************************************************
 AC1029  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1029  DESIGNATION -  872 3651 TIDAL 1
 AC1029  PID         -  AC1029
 AC1029  STATE/COUNTY-  FL/MONROE
 AC1029  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC1029
 AC1029                         *CURRENT SURVEY CONTROL
 AC1029  ___________________________________________________________________
 AC1029* NAD 83(1986)-  25 08 25.     (N)    080 23 38.     (W)     SCALED    
 AC1029* NAVD 88     -         0.391  (meters)       1.28   (feet)  ADJUSTED  
 AC1029  ___________________________________________________________________
 AC1029  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AC1029  DYNAMIC HT  -           0.390 (meters)       1.28  (feet)  COMP
 AC1029  MODELED GRAV-     978,981.1   (mgal)                       NAVD 88
 AC1029
 AC1029  VERT ORDER  -  FIRST     CLASS II
 AC1029
 AC1029.The horizontal coordinates were scaled from a topographic map and have
 AC1029.an estimated accuracy of +/- 6 seconds.
 AC1029
 AC1029.The orthometric height was determined by differential leveling
 AC1029.and adjusted by the National Geodetic Survey in June 1991..
 AC1029.WARNING-Repeat measurements at this control monument indicate possible
 AC1029.vertical movement.
 AC1029
 AC1029.This Tidal Bench Mark is designated as VM 5951
 AC1029.by the Center for Operational Oceanographic Products and Services.
 AC1029
 AC1029.The geoid height was determined by GEOID03.
 AC1029
 AC1029.The dynamic height is computed by dividing the NAVD 88
 AC1029.geopotential number by the normal gravity value computed on the
 AC1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1029.degrees latitude (g = 980.6199 gals.).
 AC1029
 AC1029.The modeled gravity was interpolated from observed gravity values.
 AC1029
 AC1029;                    North         East    Units  Estimated Accuracy
 AC1029;SPC FL E     -    89,520.      261,110.      MT  (+/- 180 meters Scaled)
 AC1029
 AC1029                          SUPERSEDED SURVEY CONTROL
 AC1029
 AC1029  NGVD 29 (09/01/92)    0.868  (m)            2.85   (f) ADJUSTED    1 2
 AC1029
 AC1029.Superseded values are not recommended for survey control.
 AC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1029.See file dsdata.txt to determine how the superseded data were derived.
 AC1029
 AC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH610806(NAD 83)
 AC1029_MARKER: DJ = TIDAL STATION DISK
 AC1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC1029_SP_SET: SEA WALL
 AC1029_STAMPING: NO 1 1935
 AC1029_MARK LOGO: CGS   
 AC1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1029
 AC1029  HISTORY     - Date     Condition        Report By
 AC1029  HISTORY     - 1935     MONUMENTED       CGS
 AC1029  HISTORY     - 1966     GOOD             NGS
 AC1029  HISTORY     - 1979     GOOD             NGS
 AC1029  HISTORY     - 1982     GOOD             FLDNR
 AC1029  HISTORY     - 19901223 GOOD             USPSQD
 AC1029
 AC1029                          STATION DESCRIPTION
 AC1029
 AC1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1029'4.3 MI NE FROM KEY LARGO.
 AC1029'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1029'OFFICE AT KEY LARGO, THENCE ABOUT 0.35 MILE EAST ALONG
 AC1029'OCEANA BOULEVARD, NEAR THE NORTH CORNER OF LARGO SOUND, NEAR
 AC1029'THE NORTHEAST CORNER OF LAWN OF A STONE TWO-STORIED CASTLE
 AC1029'STYLE HOUSE, IN THE TOP OF THE NORTH END OF THE SEA WALL, 29 FEET
 AC1029'SOUTH OF THE CENTER LINE OF THE BOULEVARD, 4 FEET SOUTH OF THE
 AC1029'NORTH END OF THE SEA WALL AND ABOUT LEVEL WITH THE LAWN.
 AC1029
 AC1029                          STATION RECOVERY (1979)
 AC1029
 AC1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1029'RECOVERED IN GOOD CONDITION.
 AC1029
 AC1029                          STATION RECOVERY (1982)
 AC1029
 AC1029'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1029'RECOVERED IN GOOD CONDITION.
 AC1029
 AC1029                          STATION RECOVERY (1990)
 AC1029
 AC1029'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1027 ***********************************************************************
 AC1027  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1027  DESIGNATION -  872 3651 TIDAL 3 1935
 AC1027  PID         -  AC1027
 AC1027  STATE/COUNTY-  FL/MONROE
 AC1027  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC1027
 AC1027                         *CURRENT SURVEY CONTROL
 AC1027  ___________________________________________________________________
 AC1027* NAD 83(1986)-  25 08 25.     (N)    080 23 38.     (W)     SCALED    
 AC1027* NAVD 88     -         0.452  (meters)       1.48   (feet)  ADJUSTED  
 AC1027  ___________________________________________________________________
 AC1027  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AC1027  DYNAMIC HT  -           0.451 (meters)       1.48  (feet)  COMP
 AC1027  MODELED GRAV-     978,981.1   (mgal)                       NAVD 88
 AC1027
 AC1027  VERT ORDER  -  FIRST     CLASS II
 AC1027
 AC1027.The horizontal coordinates were scaled from a topographic map and have
 AC1027.an estimated accuracy of +/- 6 seconds.
 AC1027
 AC1027.The orthometric height was determined by differential leveling
 AC1027.and adjusted by the National Geodetic Survey in June 1991..
 AC1027.WARNING-Repeat measurements at this control monument indicate possible
 AC1027.vertical movement.
 AC1027
 AC1027.This Tidal Bench Mark is designated as VM 5952
 AC1027.by the Center for Operational Oceanographic Products and Services.
 AC1027
 AC1027.The geoid height was determined by GEOID03.
 AC1027
 AC1027.The dynamic height is computed by dividing the NAVD 88
 AC1027.geopotential number by the normal gravity value computed on the
 AC1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1027.degrees latitude (g = 980.6199 gals.).
 AC1027
 AC1027.The modeled gravity was interpolated from observed gravity values.
 AC1027
 AC1027;                    North         East    Units  Estimated Accuracy
 AC1027;SPC FL E     -    89,520.      261,110.      MT  (+/- 180 meters Scaled)
 AC1027
 AC1027                          SUPERSEDED SURVEY CONTROL
 AC1027
 AC1027  NGVD 29 (09/01/92)    0.929  (m)            3.05   (f) ADJUSTED    1 2
 AC1027
 AC1027.Superseded values are not recommended for survey control.
 AC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1027.See file dsdata.txt to determine how the superseded data were derived.
 AC1027
 AC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH610806(NAD 83)
 AC1027_MARKER: DJ = TIDAL STATION DISK
 AC1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC1027_SP_SET: WALL
 AC1027_STAMPING: NO 3 1935
 AC1027_MARK LOGO: CGS   
 AC1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1027
 AC1027  HISTORY     - Date     Condition        Report By
 AC1027  HISTORY     - 1935     MONUMENTED       CGS
 AC1027  HISTORY     - 1966     GOOD             NGS
 AC1027  HISTORY     - 1979     GOOD             NGS
 AC1027  HISTORY     - 1982     GOOD             FLDNR
 AC1027  HISTORY     - 19901223 GOOD             USPSQD
 AC1027
 AC1027                          STATION DESCRIPTION
 AC1027
 AC1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1027'4.3 MI NE FROM KEY LARGO.
 AC1027'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1027'OFFICE AT KEY LARGO, THENCE 0.35 MILE EAST ALONG OCEANA BOULEVARD,
 AC1027'NEAR THE NORTH CORNER OF LARGO SOUND, SET IN THE TOP OF A
 AC1027'CONCRETE WALL ALONG THE SOUTH SIDE OF LAWN OF A STONE TWO-STORIED
 AC1027'CASTLY STYLE HOUSE, 39 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 AC1027'OF THE HOUSE, 35.0 FEET WEST OF THE EAST EDGE OF THE SEA WALL
 AC1027'AND ABOUT LEVEL WITH THE LAWN.
 AC1027
 AC1027                          STATION RECOVERY (1979)
 AC1027
 AC1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1027'RECOVERED IN GOOD CONDITION.
 AC1027
 AC1027                          STATION RECOVERY (1982)
 AC1027
 AC1027'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1027'RECOVERED IN GOOD CONDITION.
 AC1027
 AC1027                          STATION RECOVERY (1990)
 AC1027
 AC1027'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3287 ***********************************************************************
 AC3287  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3287  DESIGNATION -  872 3651 TIDAL 3 1975
 AC3287  PID         -  AC3287
 AC3287  STATE/COUNTY-  FL/MONROE
 AC3287  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC3287
 AC3287                         *CURRENT SURVEY CONTROL
 AC3287  ___________________________________________________________________
 AC3287* NAD 83(1986)-  25 08 25.     (N)    080 23 41.     (W)     SCALED    
 AC3287* NAVD 88     -         0.780  (meters)       2.56   (feet)  ADJUSTED  
 AC3287  ___________________________________________________________________
 AC3287  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AC3287  DYNAMIC HT  -           0.778 (meters)       2.55  (feet)  COMP
 AC3287  MODELED GRAV-     978,981.1   (mgal)                       NAVD 88
 AC3287
 AC3287  VERT ORDER  -  FIRST     CLASS II
 AC3287
 AC3287.The horizontal coordinates were scaled from a topographic map and have
 AC3287.an estimated accuracy of +/- 6 seconds.
 AC3287
 AC3287.The orthometric height was determined by differential leveling
 AC3287.and adjusted by the National Geodetic Survey in June 1991..
 AC3287
 AC3287.This Tidal Bench Mark is designated as VM 5953
 AC3287.by the Center for Operational Oceanographic Products and Services.
 AC3287
 AC3287.The geoid height was determined by GEOID03.
 AC3287
 AC3287.The dynamic height is computed by dividing the NAVD 88
 AC3287.geopotential number by the normal gravity value computed on the
 AC3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3287.degrees latitude (g = 980.6199 gals.).
 AC3287
 AC3287.The modeled gravity was interpolated from observed gravity values.
 AC3287
 AC3287;                    North         East    Units  Estimated Accuracy
 AC3287;SPC FL E     -    89,520.      261,030.      MT  (+/- 180 meters Scaled)
 AC3287
 AC3287                          SUPERSEDED SURVEY CONTROL
 AC3287
 AC3287  NGVD 29 (09/01/92)    1.257  (m)            4.12   (f) ADJUSTED    1 2
 AC3287
 AC3287.Superseded values are not recommended for survey control.
 AC3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3287.See file dsdata.txt to determine how the superseded data were derived.
 AC3287
 AC3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH610806(NAD 83)
 AC3287_MARKER: DJ = TIDAL STATION DISK
 AC3287_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3287+WITH SETTING: PAVEMENT
 AC3287_SP_SET: CONCRETE PORCH
 AC3287_STAMPING: NO 3 1975
 AC3287_MARK LOGO: NOS   
 AC3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3287+STABILITY: SURFACE MOTION
 AC3287
 AC3287  HISTORY     - Date     Condition        Report By
 AC3287  HISTORY     - 1975     MONUMENTED       NOS
 AC3287  HISTORY     - 1982     GOOD             FLDNR
 AC3287
 AC3287                          STATION DESCRIPTION
 AC3287
 AC3287'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3287'3.9 MI NORTH FROM KEY LARGO.
 AC3287'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 3.9 MILES NORTH ON U.S.
 AC3287'HIGHWAY 1 TO THE JUNCTION OF OCEANA BOULEVARD, GO 0.35 MILE EAST ON
 AC3287'OCEANA BOULEVARD TO ITS END AT A TWO-STORY CASTLE STYLE HOUSE ON THE
 AC3287'RIGHT.  THE MARK IS SET IN THE PORCH, NEAR THE CENTER DOOR OF THE BAY
 AC3287'SIDE OF THE HOUSE, 12.6 FEET WEST OF THE EAST FACE OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3295 ***********************************************************************
 AC3295  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3295  DESIGNATION -  872 3677 E TIDAL FLDNR
 AC3295  PID         -  AC3295
 AC3295  STATE/COUNTY-  FL/MONROE
 AC3295  USGS QUAD   -  ROCK HARBOR (1990)
 AC3295
 AC3295                         *CURRENT SURVEY CONTROL
 AC3295  ___________________________________________________________________
 AC3295* NAD 83(1986)-  25 06 49.     (N)    080 24 59.     (W)     SCALED    
 AC3295* NAVD 88     -         3.265  (meters)      10.71   (feet)  ADJUSTED  
 AC3295  ___________________________________________________________________
 AC3295  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC3295  DYNAMIC HT  -           3.260 (meters)      10.70  (feet)  COMP
 AC3295  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AC3295
 AC3295  VERT ORDER  -  SECOND    CLASS I
 AC3295
 AC3295.The horizontal coordinates were scaled from a topographic map and have
 AC3295.an estimated accuracy of +/- 6 seconds.
 AC3295
 AC3295.The orthometric height was determined by differential leveling
 AC3295.and adjusted by the National Geodetic Survey in June 1991..
 AC3295
 AC3295.This Tidal Bench Mark is designated as VM 5957
 AC3295.by the Center for Operational Oceanographic Products and Services.
 AC3295
 AC3295.The geoid height was determined by GEOID03.
 AC3295
 AC3295.The dynamic height is computed by dividing the NAVD 88
 AC3295.geopotential number by the normal gravity value computed on the
 AC3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3295.degrees latitude (g = 980.6199 gals.).
 AC3295
 AC3295.The modeled gravity was interpolated from observed gravity values.
 AC3295
 AC3295;                    North         East    Units  Estimated Accuracy
 AC3295;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3295
 AC3295                          SUPERSEDED SURVEY CONTROL
 AC3295
 AC3295  NGVD 29 (09/01/92)    3.744  (m)           12.28   (f) ADJUSTED    2 1
 AC3295
 AC3295.Superseded values are not recommended for survey control.
 AC3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3295.See file dsdata.txt to determine how the superseded data were derived.
 AC3295
 AC3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3295_MARKER: DJ = TIDAL STATION DISK
 AC3295_SETTING: 66 = SET IN ROCK OUTCROP
 AC3295_SP_SET: ROCK OUTCROP
 AC3295_STAMPING: 3677 E 1982 BSM
 AC3295_MARK LOGO: FLDNR 
 AC3295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3295+STABILITY: POSITION/ELEVATION WELL
 AC3295
 AC3295  HISTORY     - Date     Condition        Report By
 AC3295  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3295
 AC3295                          STATION DESCRIPTION
 AC3295
 AC3295'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3295'1.75 MI NE FROM KEY LARGO.
 AC3295'BEGIN AT THE POST OFFICE IN KEY LARGO, THEN GO 1.75 MILES NORTHEAST ON
 AC3295'U.S. HIGHWAY 1 TO THE ENTRANCE OF KEY LARGO KAMPGROUND AND THE MARK.
 AC3295'THE MARK IS SET FLUSH IN A ROCK OUTCROP, 310 FEET SOUTHEAST OF THE
 AC3295'CENTERLINE OF THE HWY 1 NORTHBOUND LANE, 18.1 FEET NORTHEAST OF THE
 AC3295'CENTERLINE OF THE ROAD TO THE KEY LARGO KEMPGROUND, AND 16.5 FEET WEST
 AC3295'OF A 9-INCH DIAMETER MIMOSA TREE.
 AC3295'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3294 ***********************************************************************
 AC3294  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3294  DESIGNATION -  872 3677 F TIDAL
 AC3294  PID         -  AC3294
 AC3294  STATE/COUNTY-  FL/MONROE
 AC3294  USGS QUAD   -  ROCK HARBOR (1990)
 AC3294
 AC3294                         *CURRENT SURVEY CONTROL
 AC3294  ___________________________________________________________________
 AC3294* NAD 83(1986)-  25 06 49.     (N)    080 24 59.     (W)     SCALED    
 AC3294* NAVD 88     -         2.962  (meters)       9.72   (feet)  ADJUSTED  
 AC3294  ___________________________________________________________________
 AC3294  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC3294  DYNAMIC HT  -           2.957 (meters)       9.70  (feet)  COMP
 AC3294  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AC3294
 AC3294  VERT ORDER  -  SECOND    CLASS I
 AC3294
 AC3294.The horizontal coordinates were scaled from a topographic map and have
 AC3294.an estimated accuracy of +/- 6 seconds.
 AC3294
 AC3294.The orthometric height was determined by differential leveling
 AC3294.and adjusted by the National Geodetic Survey in June 1991..
 AC3294
 AC3294.This Tidal Bench Mark is designated as VM 5958
 AC3294.by the Center for Operational Oceanographic Products and Services.
 AC3294
 AC3294.The geoid height was determined by GEOID03.
 AC3294
 AC3294.The dynamic height is computed by dividing the NAVD 88
 AC3294.geopotential number by the normal gravity value computed on the
 AC3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3294.degrees latitude (g = 980.6199 gals.).
 AC3294
 AC3294.The modeled gravity was interpolated from observed gravity values.
 AC3294
 AC3294;                    North         East    Units  Estimated Accuracy
 AC3294;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3294
 AC3294                          SUPERSEDED SURVEY CONTROL
 AC3294
 AC3294  NGVD 29 (09/01/92)    3.441  (m)           11.29   (f) ADJUSTED    2 1
 AC3294
 AC3294.Superseded values are not recommended for survey control.
 AC3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3294.See file dsdata.txt to determine how the superseded data were derived.
 AC3294
 AC3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3294_MARKER: DJ = TIDAL STATION DISK
 AC3294_SETTING: 66 = SET IN ROCK OUTCROP
 AC3294_SP_SET: ROCK OUTCROP
 AC3294_STAMPING: 3677 F 1982
 AC3294_MARK LOGO: NOS   
 AC3294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3294+STABILITY: POSITION/ELEVATION WELL
 AC3294
 AC3294  HISTORY     - Date     Condition        Report By
 AC3294  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3294
 AC3294                          STATION DESCRIPTION
 AC3294
 AC3294'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3294'1.75 MI NE FROM KEY LARGO.
 AC3294'BEGIN AT THE POST OFFICE IN KEY LARGO, THEN GO 1.75 MILES NORTHEAST ON
 AC3294'U.S. HIGHWAY 1 TO THE ENTRANCE OF KEY LARGO KAMPGROUND AND THE MARK.
 AC3294'THE MARK IS SET FLUSH IN A ROCK OUTCROP, 40 FEET SOUTHEAST OF THE
 AC3294'CENTERLINE OF THE HWY 1 NORTHBOUND LANE, 67.2 FEET NORTHEAST OF THE
 AC3294'CENTERLINE OF THE ROAD TO THE KEY LARGO KAMPGROUND, AND 261 FEET
 AC3294'SOUTHWEST OF A POWER POLE.
 AC3294'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4814 ***********************************************************************
 AC4814  DESIGNATION -  872 3677 F TIDAL ROD
 AC4814  PID         -  AC4814
 AC4814  STATE/COUNTY-  FL/MONROE
 AC4814  USGS QUAD   -  ROCK HARBOR (1990)
 AC4814
 AC4814                         *CURRENT SURVEY CONTROL
 AC4814  ___________________________________________________________________
 AC4814* NAD 83(1986)-  25 06 49.     (N)    080 24 59.     (W)     SCALED    
 AC4814* NAVD 88     -         1.020  (meters)       3.35   (feet)  ADJUSTED  
 AC4814  ___________________________________________________________________
 AC4814  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC4814  DYNAMIC HT  -           1.018 (meters)       3.34  (feet)  COMP
 AC4814  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AC4814
 AC4814  VERT ORDER  -  FIRST     CLASS II
 AC4814
 AC4814.The horizontal coordinates were scaled from a topographic map and have
 AC4814.an estimated accuracy of +/- 6 seconds.
 AC4814
 AC4814.The orthometric height was determined by differential leveling
 AC4814.and adjusted by the National Geodetic Survey in May 1994..
 AC4814
 AC4814.The geoid height was determined by GEOID03.
 AC4814
 AC4814.The dynamic height is computed by dividing the NAVD 88
 AC4814.geopotential number by the normal gravity value computed on the
 AC4814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4814.degrees latitude (g = 980.6199 gals.).
 AC4814
 AC4814.The modeled gravity was interpolated from observed gravity values.
 AC4814
 AC4814;                    North         East    Units  Estimated Accuracy
 AC4814;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC4814
 AC4814                          SUPERSEDED SURVEY CONTROL
 AC4814
 AC4814  NGVD 29 (09/01/92)    1.498  (m)            4.91   (f) ADJUSTED    1 2
 AC4814
 AC4814.Superseded values are not recommended for survey control.
 AC4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4814.See file dsdata.txt to determine how the superseded data were derived.
 AC4814
 AC4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC4814_MARKER: DJ = TIDAL STATION DISK
 AC4814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4814_SP_SET: STAINLESS STEEL ROD
 AC4814_STAMPING: 3677 F 1987
 AC4814_MARK LOGO: NOS   
 AC4814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4814+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1990
 AC4814
 AC4814  HISTORY     - Date     Condition        Report By
 AC4814  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4814  HISTORY     - 19901117 GOOD             FLDNR
 AC4814
 AC4814                          STATION DESCRIPTION
 AC4814
 AC4814'DESCRIBED BY FL DEPT OF NAT RES 1990
 AC4814'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORTHEAST ON
 AC4814'U.S. HIGHWAY 1 FOR 1.35 MI (2.17 KM) TO SAMSON ROAD (THE ROAD
 AC4814'LEADING TO KEY LARGO CAMPGROUND), TURN RIGHT AND GO EAST ON SAMSON
 AC4814'ROAD FOR 0.2 MI (0.3 KM) TO THE MARK, NEAR THE ENTRANCE TO THE
 AC4814'CAMPGROUND.  LOCATED 109.8 FT (33.5 M) SOUTH OF THE EAST GATE POST AT
 AC4814'THE ENTRANCE TO THE CAMPGROUND, 9.0 FT (2.7 M) SOUTH OF THE NORTHWEST
 AC4814'CORNER OF A CHAINLINK FENCE, 12.5 FT (3.8 M) SOUTH SOUTHWEST OF
 AC4814'SAMSON ROAD AND 2.3 FT (0.7 M) WEST OF A FENCE.  NOTE--UNKNOWN DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4707 ***********************************************************************
 AC4707  DESIGNATION -  872 3677 G TIDAL
 AC4707  PID         -  AC4707
 AC4707  STATE/COUNTY-  FL/MONROE
 AC4707  USGS QUAD   -  ROCK HARBOR (1990)
 AC4707
 AC4707                         *CURRENT SURVEY CONTROL
 AC4707  ___________________________________________________________________
 AC4707* NAD 83(1986)-  25 06 51.     (N)    080 25 05.     (W)     SCALED    
 AC4707* NAVD 88     -         1.658  (meters)       5.44   (feet)  ADJUSTED  
 AC4707  ___________________________________________________________________
 AC4707  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC4707  DYNAMIC HT  -           1.655 (meters)       5.43  (feet)  COMP
 AC4707  MODELED GRAV-     978,979.6   (mgal)                       NAVD 88
 AC4707
 AC4707  VERT ORDER  -  FIRST     CLASS II
 AC4707
 AC4707.The horizontal coordinates were scaled from a topographic map and have
 AC4707.an estimated accuracy of +/- 6 seconds.
 AC4707
 AC4707.The orthometric height was determined by differential leveling
 AC4707.and adjusted by the National Geodetic Survey in May 1994..
 AC4707
 AC4707.The geoid height was determined by GEOID03.
 AC4707
 AC4707.The dynamic height is computed by dividing the NAVD 88
 AC4707.geopotential number by the normal gravity value computed on the
 AC4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4707.degrees latitude (g = 980.6199 gals.).
 AC4707
 AC4707.The modeled gravity was interpolated from observed gravity values.
 AC4707
 AC4707;                    North         East    Units  Estimated Accuracy
 AC4707;SPC FL E     -    86,610.      258,690.      MT  (+/- 180 meters Scaled)
 AC4707
 AC4707                          SUPERSEDED SURVEY CONTROL
 AC4707
 AC4707  NGVD 29 (09/01/92)    2.136  (m)            7.01   (f) ADJUSTED    1 2
 AC4707
 AC4707.Superseded values are not recommended for survey control.
 AC4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4707.See file dsdata.txt to determine how the superseded data were derived.
 AC4707
 AC4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH586777(NAD 83)
 AC4707_MARKER: DJ = TIDAL STATION DISK
 AC4707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4707_SP_SET: STAINLESS STEEL ROD
 AC4707_STAMPING: 3677 G 1987
 AC4707_MARK LOGO: NOS   
 AC4707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4707+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1991
 AC4707
 AC4707  HISTORY     - Date     Condition        Report By
 AC4707  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4707  HISTORY     - 19910123 GOOD             FLDNR
 AC4707
 AC4707                          STATION DESCRIPTION
 AC4707
 AC4707'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4707'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORTHEAST ON
 AC4707'U.S. HIGHWAY 1 FOR 1.35 MI (2.17 KM) TO THE INTERSECTION OF SAMSON
 AC4707'ROAD, TURN RIGHT ON SAMSON ROAD AND GO EAST FOR 0.15 MI (0.24 KM) TO
 AC4707'THE MARK.  LOCATED 22.4 FT (6.8 M) NORTH OF THE CENTERLINE OF SAMSON
 AC4707'ROAD, 2.2 FT (0.7 M) NORTH OF A POWER POLE, 265 FT (80.8 M) EAST OF
 AC4707'THE EXTENDED MEDIAN AT THE NORTH ENTRANCE DRIVE TO K MART AND IS
 AC4707'APPROXIMATELY 430 FT (131.1 M) WEST OF BENCHMARK 3677 F 1987.  ROD
 AC4707'DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3296 ***********************************************************************
 AC3296  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3296  DESIGNATION -  872 3677 TIDAL 2
 AC3296  PID         -  AC3296
 AC3296  STATE/COUNTY-  FL/MONROE
 AC3296  USGS QUAD   -  ROCK HARBOR (1990)
 AC3296
 AC3296                         *CURRENT SURVEY CONTROL
 AC3296  ___________________________________________________________________
 AC3296* NAD 83(1986)-  25 06 49.     (N)    080 24 59.     (W)     SCALED    
 AC3296* NAVD 88     -         0.844  (meters)       2.77   (feet)  ADJUSTED  
 AC3296  ___________________________________________________________________
 AC3296  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC3296  DYNAMIC HT  -           0.843 (meters)       2.77  (feet)  COMP
 AC3296  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AC3296
 AC3296  VERT ORDER  -  SECOND    CLASS I
 AC3296
 AC3296.The horizontal coordinates were scaled from a topographic map and have
 AC3296.an estimated accuracy of +/- 6 seconds.
 AC3296
 AC3296.The orthometric height was determined by differential leveling
 AC3296.and adjusted by the National Geodetic Survey in June 1991..
 AC3296
 AC3296.This Tidal Bench Mark is designated as VM 15841
 AC3296.by the Center for Operational Oceanographic Products and Services.
 AC3296
 AC3296.The geoid height was determined by GEOID03.
 AC3296
 AC3296.The dynamic height is computed by dividing the NAVD 88
 AC3296.geopotential number by the normal gravity value computed on the
 AC3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3296.degrees latitude (g = 980.6199 gals.).
 AC3296
 AC3296.The modeled gravity was interpolated from observed gravity values.
 AC3296
 AC3296;                    North         East    Units  Estimated Accuracy
 AC3296;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3296
 AC3296                          SUPERSEDED SURVEY CONTROL
 AC3296
 AC3296  NGVD 29 (09/01/92)    1.323  (m)            4.34   (f) ADJUSTED    2 1
 AC3296
 AC3296.Superseded values are not recommended for survey control.
 AC3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3296.See file dsdata.txt to determine how the superseded data were derived.
 AC3296
 AC3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3296_MARKER: DJ = TIDAL STATION DISK
 AC3296_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3296+WITH SETTING: PAVEMENT
 AC3296_SP_SET: CONCRETE BASE FOR GAS SIGN
 AC3296_STAMPING: NO 2 1975
 AC3296_MARK LOGO: NOS   
 AC3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3296+STABILITY: SURFACE MOTION
 AC3296
 AC3296  HISTORY     - Date     Condition        Report By
 AC3296  HISTORY     - 1975     MONUMENTED       NOS
 AC3296  HISTORY     - 1982     GOOD             FLDNR
 AC3296
 AC3296                          STATION DESCRIPTION
 AC3296
 AC3296'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3296'1.75 MI NORTH FROM KEY LARGO.
 AC3296'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.75 MILES NORTH ON U.S.
 AC3296'HIGHWAY 1 TO THE ENTRANCE TO THE KEY LARGO KAMPGROUND, GO 0.4 MILE ON
 AC3296'THE DRIVE TO THE CAMPGROUND MARINA AND THE MARK.  THE MARK IS SET IN
 AC3296'THE BASE OF FINA GAS SIGN, 26 FEET SOUTH OF THE SOUTH CORNER OF THE
 AC3296'TACKLE SHOP, 5 FEET NORTHEAST OF THE SHORE SIDE END OF THE PIER.
 AC3296'THE MARK IS 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3297 ***********************************************************************
 AC3297  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3297  DESIGNATION -  872 3677 TIDAL 3
 AC3297  PID         -  AC3297
 AC3297  STATE/COUNTY-  FL/MONROE
 AC3297  USGS QUAD   -  ROCK HARBOR (1990)
 AC3297
 AC3297                         *CURRENT SURVEY CONTROL
 AC3297  ___________________________________________________________________
 AC3297* NAD 83(1986)-  25 06 49.     (N)    080 24 59.     (W)     SCALED    
 AC3297* NAVD 88     -         0.349  (meters)       1.15   (feet)  ADJUSTED  
 AC3297  ___________________________________________________________________
 AC3297  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC3297  DYNAMIC HT  -           0.348 (meters)       1.14  (feet)  COMP
 AC3297  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AC3297
 AC3297  VERT ORDER  -  SECOND    CLASS I
 AC3297
 AC3297.The horizontal coordinates were scaled from a topographic map and have
 AC3297.an estimated accuracy of +/- 6 seconds.
 AC3297
 AC3297.The orthometric height was determined by differential leveling
 AC3297.and adjusted by the National Geodetic Survey in June 1991..
 AC3297
 AC3297.This Tidal Bench Mark is designated as VM 5955
 AC3297.by the Center for Operational Oceanographic Products and Services.
 AC3297
 AC3297.The geoid height was determined by GEOID03.
 AC3297
 AC3297.The dynamic height is computed by dividing the NAVD 88
 AC3297.geopotential number by the normal gravity value computed on the
 AC3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3297.degrees latitude (g = 980.6199 gals.).
 AC3297
 AC3297.The modeled gravity was interpolated from observed gravity values.
 AC3297
 AC3297;                    North         East    Units  Estimated Accuracy
 AC3297;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3297
 AC3297                          SUPERSEDED SURVEY CONTROL
 AC3297
 AC3297  NGVD 29 (09/01/92)    0.827  (m)            2.71   (f) ADJUSTED    2 1
 AC3297
 AC3297.Superseded values are not recommended for survey control.
 AC3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3297.See file dsdata.txt to determine how the superseded data were derived.
 AC3297
 AC3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3297_MARKER: DJ = TIDAL STATION DISK
 AC3297_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3297+WITH SETTING: PAVEMENT
 AC3297_SP_SET: CONCRETE BOAT RAMP
 AC3297_STAMPING: NO 3 1975
 AC3297_MARK LOGO: NOS   
 AC3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3297+STABILITY: SURFACE MOTION
 AC3297
 AC3297  HISTORY     - Date     Condition        Report By
 AC3297  HISTORY     - 1975     MONUMENTED       NOS
 AC3297  HISTORY     - 1982     GOOD             FLDNR
 AC3297
 AC3297                          STATION DESCRIPTION
 AC3297
 AC3297'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3297'1.75 MI NORTH FROM KEY LARGO.
 AC3297'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 1.75 MILES NORTH ON
 AC3297'U.S. HIGHWAY 1 TO THE ENTRANCE TO THE KEY LARGO KAMPGROUND, GO 0.4
 AC3297'MILE ON THE DRIVE TO THE CAMPGROUND MARINA AND THE MARK.  THE MARK IS
 AC3297'SET FLUSH IN THE NORTHWEST CORNER OF THE CONCRETE BOAT RAMP ON THE
 AC3297'SOUTH SIDE OF A PAVILION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3298 ***********************************************************************
 AC3298  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3298  DESIGNATION -  872 3677 TIDAL 4
 AC3298  PID         -  AC3298
 AC3298  STATE/COUNTY-  FL/MONROE
 AC3298  USGS QUAD   -  ROCK HARBOR (1990)
 AC3298
 AC3298                         *CURRENT SURVEY CONTROL
 AC3298  ___________________________________________________________________
 AC3298* NAD 83(1986)-  25 06 49.     (N)    080 24 59.     (W)     SCALED    
 AC3298* NAVD 88     -         1.654  (meters)       5.43   (feet)  ADJUSTED  
 AC3298  ___________________________________________________________________
 AC3298  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC3298  DYNAMIC HT  -           1.651 (meters)       5.42  (feet)  COMP
 AC3298  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AC3298
 AC3298  VERT ORDER  -  SECOND    CLASS I
 AC3298
 AC3298.The horizontal coordinates were scaled from a topographic map and have
 AC3298.an estimated accuracy of +/- 6 seconds.
 AC3298
 AC3298.The orthometric height was determined by differential leveling
 AC3298.and adjusted by the National Geodetic Survey in June 1991..
 AC3298
 AC3298.This Tidal Bench Mark is designated as VM 5956
 AC3298.by the Center for Operational Oceanographic Products and Services.
 AC3298
 AC3298.The geoid height was determined by GEOID03.
 AC3298
 AC3298.The dynamic height is computed by dividing the NAVD 88
 AC3298.geopotential number by the normal gravity value computed on the
 AC3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3298.degrees latitude (g = 980.6199 gals.).
 AC3298
 AC3298.The modeled gravity was interpolated from observed gravity values.
 AC3298
 AC3298;                    North         East    Units  Estimated Accuracy
 AC3298;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3298
 AC3298                          SUPERSEDED SURVEY CONTROL
 AC3298
 AC3298  NGVD 29 (09/01/92)    2.133  (m)            7.00   (f) ADJUSTED    2 1
 AC3298
 AC3298.Superseded values are not recommended for survey control.
 AC3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3298.See file dsdata.txt to determine how the superseded data were derived.
 AC3298
 AC3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3298_MARKER: DJ = TIDAL STATION DISK
 AC3298_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3298+WITH SETTING: PAVEMENT
 AC3298_SP_SET: CONCRETE PORCH
 AC3298_STAMPING: NO 4 1975
 AC3298_MARK LOGO: NOS   
 AC3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3298+STABILITY: SURFACE MOTION
 AC3298
 AC3298  HISTORY     - Date     Condition        Report By
 AC3298  HISTORY     - 1975     MONUMENTED       NOS
 AC3298  HISTORY     - 1982     GOOD             FLDNR
 AC3298  HISTORY     - 19901231 MARK NOT FOUND   USPSQD
 AC3298
 AC3298                          STATION DESCRIPTION
 AC3298
 AC3298'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3298'1.75 MI NORTH FROM KEY LARGO.
 AC3298'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 1.75 MILES NORTH ON
 AC3298'U.S. HIGHWAY 1 TO THE ENTRANCE TO THE KEY LARGO KAMPGROUND, GO 0.4
 AC3298'MILE ON THE DRIVE TO THE CAMPGROUND MARINA AND THE MARK.  THE MARK IS
 AC3298'SET IN THE TOP OF THE CONCRETE PORCH ON THE NORTH SIDE OF THE MENS
 AC3298'RESTROOM, 19.5 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING, 5
 AC3298'FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING.
 AC3298'THE MARK IS 2 FT ABOVE GROUND.
 AC3298
 AC3298                          STATION RECOVERY (1990)
 AC3298
 AC3298'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3343 ***********************************************************************
 AC3343  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3343  DESIGNATION -  872 3678 TIDAL 3
 AC3343  PID         -  AC3343
 AC3343  STATE/COUNTY-  FL/MONROE
 AC3343  USGS QUAD   -  ROCK HARBOR (1990)
 AC3343
 AC3343                         *CURRENT SURVEY CONTROL
 AC3343  ___________________________________________________________________
 AC3343* NAD 83(1986)-  25 05 43.     (N)    080 26 35.     (W)     SCALED    
 AC3343* NAVD 88     -         1.273  (meters)       4.18   (feet)  ADJUSTED  
 AC3343  ___________________________________________________________________
 AC3343  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AC3343  DYNAMIC HT  -           1.270 (meters)       4.17  (feet)  COMP
 AC3343  MODELED GRAV-     978,978.7   (mgal)                       NAVD 88
 AC3343
 AC3343  VERT ORDER  -  SECOND    CLASS I
 AC3343
 AC3343.The horizontal coordinates were scaled from a topographic map and have
 AC3343.an estimated accuracy of +/- 6 seconds.
 AC3343
 AC3343.The orthometric height was determined by differential leveling
 AC3343.and adjusted by the National Geodetic Survey in June 1991..
 AC3343
 AC3343.This Tidal Bench Mark is designated as VM 5961
 AC3343.by the Center for Operational Oceanographic Products and Services.
 AC3343
 AC3343.The geoid height was determined by GEOID03.
 AC3343
 AC3343.The dynamic height is computed by dividing the NAVD 88
 AC3343.geopotential number by the normal gravity value computed on the
 AC3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3343.degrees latitude (g = 980.6199 gals.).
 AC3343
 AC3343.The modeled gravity was interpolated from observed gravity values.
 AC3343
 AC3343;                    North         East    Units  Estimated Accuracy
 AC3343;SPC FL E     -    84,510.      256,180.      MT  (+/- 180 meters Scaled)
 AC3343
 AC3343                          SUPERSEDED SURVEY CONTROL
 AC3343
 AC3343  NGVD 29 (09/01/92)    1.749  (m)            5.74   (f) ADJUSTED    2 1
 AC3343
 AC3343.Superseded values are not recommended for survey control.
 AC3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3343.See file dsdata.txt to determine how the superseded data were derived.
 AC3343
 AC3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561756(NAD 83)
 AC3343_MARKER: DJ = TIDAL STATION DISK
 AC3343_SETTING: 66 = SET IN ROCK OUTCROP
 AC3343_SP_SET: ROCK OUTCROP
 AC3343_STAMPING: NO 3 1975
 AC3343_MARK LOGO: NOS   
 AC3343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3343+STABILITY: POSITION/ELEVATION WELL
 AC3343
 AC3343  HISTORY     - Date     Condition        Report By
 AC3343  HISTORY     - 1975     MONUMENTED       NOS
 AC3343  HISTORY     - 1982     GOOD             FLDNR
 AC3343
 AC3343                          STATION DESCRIPTION
 AC3343
 AC3343'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3343'IN KEY LARGO.
 AC3343'BEGIN AT THE JUNCTION OF OCEAN BAY DRIVE AND U.S. HIGHWAY 1 (ACROSS
 AC3343'FROM THE WALDORF PLAZA), IN KEY LARGO, GO 0.05 MILE NORTH ON OCEAN BAY
 AC3343'DRIVE TO BAYVIEW DRIVE, GO 0.1 MILE WEST ON BAYVIEW DRIVE TO ITS END
 AC3343'AND THE MARK.  THE MARK BEARS 57.6 FEET WEST OF THE NORTHWEST CORNER
 AC3343'OF THE LAST HOUSE ON THE SOUTH SIDE OF THE ROAD, 38.5 FEET SOUTH OF
 AC3343'THE CENTERLINE OF BAYVIEW DRIVE, 23.7 FEET SOUTH OF A METAL FENCE.
 AC3343'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3342 ***********************************************************************
 AC3342  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3342  DESIGNATION -  872 3678 TIDAL 4
 AC3342  PID         -  AC3342
 AC3342  STATE/COUNTY-  FL/MONROE
 AC3342  USGS QUAD   -  ROCK HARBOR (1990)
 AC3342
 AC3342                         *CURRENT SURVEY CONTROL
 AC3342  ___________________________________________________________________
 AC3342* NAD 83(1986)-  25 05 43.     (N)    080 26 35.     (W)     SCALED    
 AC3342* NAVD 88     -         2.067  (meters)       6.78   (feet)  ADJUSTED  
 AC3342  ___________________________________________________________________
 AC3342  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AC3342  DYNAMIC HT  -           2.064 (meters)       6.77  (feet)  COMP
 AC3342  MODELED GRAV-     978,978.7   (mgal)                       NAVD 88
 AC3342
 AC3342  VERT ORDER  -  SECOND    CLASS I
 AC3342
 AC3342.The horizontal coordinates were scaled from a topographic map and have
 AC3342.an estimated accuracy of +/- 6 seconds.
 AC3342
 AC3342.The orthometric height was determined by differential leveling
 AC3342.and adjusted by the National Geodetic Survey in June 1991..
 AC3342
 AC3342.This Tidal Bench Mark is designated as VM 5962
 AC3342.by the Center for Operational Oceanographic Products and Services.
 AC3342
 AC3342.The geoid height was determined by GEOID03.
 AC3342
 AC3342.The dynamic height is computed by dividing the NAVD 88
 AC3342.geopotential number by the normal gravity value computed on the
 AC3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3342.degrees latitude (g = 980.6199 gals.).
 AC3342
 AC3342.The modeled gravity was interpolated from observed gravity values.
 AC3342
 AC3342;                    North         East    Units  Estimated Accuracy
 AC3342;SPC FL E     -    84,510.      256,180.      MT  (+/- 180 meters Scaled)
 AC3342
 AC3342                          SUPERSEDED SURVEY CONTROL
 AC3342
 AC3342  NGVD 29 (09/01/92)    2.544  (m)            8.35   (f) ADJUSTED    2 1
 AC3342
 AC3342.Superseded values are not recommended for survey control.
 AC3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3342.See file dsdata.txt to determine how the superseded data were derived.
 AC3342
 AC3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561756(NAD 83)
 AC3342_MARKER: DJ = TIDAL STATION DISK
 AC3342_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3342+WITH SETTING: PAVEMENT
 AC3342_SP_SET: CONCRETE STEP
 AC3342_STAMPING: NO 4 1975
 AC3342_MARK LOGO: NOS   
 AC3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3342+STABILITY: SURFACE MOTION
 AC3342
 AC3342  HISTORY     - Date     Condition        Report By
 AC3342  HISTORY     - 1975     MONUMENTED       NOS
 AC3342  HISTORY     - 1982     GOOD             FLDNR
 AC3342
 AC3342                          STATION DESCRIPTION
 AC3342
 AC3342'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3342'IN KEY LARGO.
 AC3342'BEGIN AT THE JUNCTION OF OCEAN BAY DRIVE AND U.S. HIGHWAY 1 (ACROSS
 AC3342'FROM THE WALDORF PLAZA), IN KEY LARGO, GO 0.05 MILE NORTH ON OCEAN BAY
 AC3342'DRIVE TO BAYVIEW DRIVE, GO 0.1 MILE WEST ON BAYVIEW DRIVE TO ITS END
 AC3342'AND THE MARK.  THE MARK IS SET FLUSH IN THE CONCRETE STEP AT THE
 AC3342'ENTRANCE TO THE LAST HOUSE ON THE SOUTH SIDE OF BAYVIEW DRIVE, 24.9
 AC3342'FEET SOUTH OF THE CENTERLINE OF BAYVIEW DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3344 ***********************************************************************
 AC3344  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3344  DESIGNATION -  872 3678 TIDAL 5
 AC3344  PID         -  AC3344
 AC3344  STATE/COUNTY-  FL/MONROE
 AC3344  USGS QUAD   -  ROCK HARBOR (1990)
 AC3344
 AC3344                         *CURRENT SURVEY CONTROL
 AC3344  ___________________________________________________________________
 AC3344* NAD 83(1986)-  25 05 43.     (N)    080 26 35.     (W)     SCALED    
 AC3344* NAVD 88     -         1.897  (meters)       6.22   (feet)  ADJUSTED  
 AC3344  ___________________________________________________________________
 AC3344  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AC3344  DYNAMIC HT  -           1.894 (meters)       6.21  (feet)  COMP
 AC3344  MODELED GRAV-     978,978.7   (mgal)                       NAVD 88
 AC3344
 AC3344  VERT ORDER  -  SECOND    CLASS I
 AC3344
 AC3344.The horizontal coordinates were scaled from a topographic map and have
 AC3344.an estimated accuracy of +/- 6 seconds.
 AC3344
 AC3344.The orthometric height was determined by differential leveling
 AC3344.and adjusted by the National Geodetic Survey in June 1991..
 AC3344
 AC3344.This Tidal Bench Mark is designated as VM 5963
 AC3344.by the Center for Operational Oceanographic Products and Services.
 AC3344
 AC3344.The geoid height was determined by GEOID03.
 AC3344
 AC3344.The dynamic height is computed by dividing the NAVD 88
 AC3344.geopotential number by the normal gravity value computed on the
 AC3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3344.degrees latitude (g = 980.6199 gals.).
 AC3344
 AC3344.The modeled gravity was interpolated from observed gravity values.
 AC3344
 AC3344;                    North         East    Units  Estimated Accuracy
 AC3344;SPC FL E     -    84,510.      256,180.      MT  (+/- 180 meters Scaled)
 AC3344
 AC3344                          SUPERSEDED SURVEY CONTROL
 AC3344
 AC3344  NGVD 29 (09/01/92)    2.374  (m)            7.79   (f) ADJUSTED    2 1
 AC3344
 AC3344.Superseded values are not recommended for survey control.
 AC3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3344.See file dsdata.txt to determine how the superseded data were derived.
 AC3344
 AC3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561756(NAD 83)
 AC3344_MARKER: DJ = TIDAL STATION DISK
 AC3344_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3344+WITH SETTING: PAVEMENT
 AC3344_SP_SET: CONCRETE CARPORT
 AC3344_STAMPING: NO 5 1975
 AC3344_MARK LOGO: NOS   
 AC3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3344+STABILITY: SURFACE MOTION
 AC3344
 AC3344  HISTORY     - Date     Condition        Report By
 AC3344  HISTORY     - 1975     MONUMENTED       NOS
 AC3344  HISTORY     - 1982     GOOD             FLDNR
 AC3344
 AC3344                          STATION DESCRIPTION
 AC3344
 AC3344'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3344'IN KEY LARGO.
 AC3344'BEGIN AT THE JUNCTION OF OCEAN BAY DRIVE AND U.S. HIGHWAY 1 (ACROSS
 AC3344'FROM THE WALDORF PLAZA), IN KEY LARGO, GO 0.05 MILE NORTH ON OCEAN BAY
 AC3344'DRIVE TO BAYVIEW DRIVE, GO 0.1 MILE WEST ON BAYVIEW DRIVE TO ITS END
 AC3344'AND THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHEAST CORNER OF THE
 AC3344'CARPORT OF THE LAST HOUSE ON THE NORTH SIDE OF BAYVIEW DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3349 ***********************************************************************
 AC3349  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3349  DESIGNATION -  872 3688 TIDAL 1 A ERBA
 AC3349  PID         -  AC3349
 AC3349  STATE/COUNTY-  FL/MONROE
 AC3349  USGS QUAD   -  ROCK HARBOR (1990)
 AC3349
 AC3349                         *CURRENT SURVEY CONTROL
 AC3349  ___________________________________________________________________
 AC3349* NAD 83(1986)-  25 04 55.     (N)    080 26 47.     (W)     SCALED    
 AC3349* NAVD 88     -         0.470  (meters)       1.54   (feet)  ADJUSTED  
 AC3349  ___________________________________________________________________
 AC3349  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3349  DYNAMIC HT  -           0.470 (meters)       1.54  (feet)  COMP
 AC3349  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC3349
 AC3349  VERT ORDER  -  SECOND    CLASS I
 AC3349
 AC3349.The horizontal coordinates were scaled from a topographic map and have
 AC3349.an estimated accuracy of +/- 6 seconds.
 AC3349
 AC3349.The orthometric height was determined by differential leveling
 AC3349.and adjusted by the National Geodetic Survey in June 1991..
 AC3349
 AC3349.This Tidal Bench Mark is designated as VM 5964
 AC3349.by the Center for Operational Oceanographic Products and Services.
 AC3349
 AC3349.The geoid height was determined by GEOID03.
 AC3349
 AC3349.The dynamic height is computed by dividing the NAVD 88
 AC3349.geopotential number by the normal gravity value computed on the
 AC3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3349.degrees latitude (g = 980.6199 gals.).
 AC3349
 AC3349.The modeled gravity was interpolated from observed gravity values.
 AC3349
 AC3349;                    North         East    Units  Estimated Accuracy
 AC3349;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3349
 AC3349                          SUPERSEDED SURVEY CONTROL
 AC3349
 AC3349  NGVD 29 (09/01/92)    0.946  (m)            3.10   (f) ADJUSTED    2 1
 AC3349
 AC3349.Superseded values are not recommended for survey control.
 AC3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3349.See file dsdata.txt to determine how the superseded data were derived.
 AC3349
 AC3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3349_MARKER: DJ = TIDAL STATION DISK
 AC3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3349_SP_SET: CONCRETE POST
 AC3349_STAMPING: TIDAL BM 1A
 AC3349_MARK LOGO: ERBRWN
 AC3349_PROJECTION: FLUSH
 AC3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3349+STABILITY: SURFACE MOTION
 AC3349
 AC3349  HISTORY     - Date     Condition        Report By
 AC3349  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3349  HISTORY     - 1982     GOOD             FLDNR
 AC3349
 AC3349                          STATION DESCRIPTION
 AC3349
 AC3349'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3349'IN KEY LARGO.
 AC3349'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3349'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3349'DIRT ROAD, GO 0.25 MILE WEST ON THE DIRT ROAD TO ITS END AND THE
 AC3349'MARK.  THE MARK BEARS 133.4 FEET SOUTH OF THE EXTENDED CENTERLINE OF
 AC3349'THE ROAD, 70 FEET NORTH OF THE SOUTH END OF THE CANA , 7.5 FEET EAST
 AC3349'OF THE EAST EDGE OF THE CANAL, 56.4 FEET NORTHWEST OF BENCH MARK
 AC3349'TIDAL BM-2A, 123.4 FEET SOUTH OF BENCH MARK TIDAL BM 3X.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3348 ***********************************************************************
 AC3348  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3348  DESIGNATION -  872 3688 TIDAL 2 A ERBA
 AC3348  PID         -  AC3348
 AC3348  STATE/COUNTY-  FL/MONROE
 AC3348  USGS QUAD   -  ROCK HARBOR (1990)
 AC3348
 AC3348                         *CURRENT SURVEY CONTROL
 AC3348  ___________________________________________________________________
 AC3348* NAD 83(1986)-  25 04 55.     (N)    080 26 47.     (W)     SCALED    
 AC3348* NAVD 88     -         0.429  (meters)       1.41   (feet)  ADJUSTED  
 AC3348  ___________________________________________________________________
 AC3348  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3348  DYNAMIC HT  -           0.428 (meters)       1.40  (feet)  COMP
 AC3348  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC3348
 AC3348  VERT ORDER  -  SECOND    CLASS I
 AC3348
 AC3348.The horizontal coordinates were scaled from a topographic map and have
 AC3348.an estimated accuracy of +/- 6 seconds.
 AC3348
 AC3348.The orthometric height was determined by differential leveling
 AC3348.and adjusted by the National Geodetic Survey in June 1991..
 AC3348
 AC3348.This Tidal Bench Mark is designated as VM 5965
 AC3348.by the Center for Operational Oceanographic Products and Services.
 AC3348
 AC3348.The geoid height was determined by GEOID03.
 AC3348
 AC3348.The dynamic height is computed by dividing the NAVD 88
 AC3348.geopotential number by the normal gravity value computed on the
 AC3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3348.degrees latitude (g = 980.6199 gals.).
 AC3348
 AC3348.The modeled gravity was interpolated from observed gravity values.
 AC3348
 AC3348;                    North         East    Units  Estimated Accuracy
 AC3348;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3348
 AC3348                          SUPERSEDED SURVEY CONTROL
 AC3348
 AC3348  NGVD 29 (09/01/92)    0.904  (m)            2.97   (f) ADJUSTED    2 1
 AC3348
 AC3348.Superseded values are not recommended for survey control.
 AC3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3348.See file dsdata.txt to determine how the superseded data were derived.
 AC3348
 AC3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3348_MARKER: DJ = TIDAL STATION DISK
 AC3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3348_SP_SET: CONCRETE POST
 AC3348_STAMPING: TIDAL BM-2A
 AC3348_MARK LOGO: ERBRWN
 AC3348_PROJECTION: FLUSH
 AC3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3348+STABILITY: SURFACE MOTION
 AC3348
 AC3348  HISTORY     - Date     Condition        Report By
 AC3348  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3348  HISTORY     - 1982     GOOD             FLDNR
 AC3348
 AC3348                          STATION DESCRIPTION
 AC3348
 AC3348'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3348'IN KEY LARGO.
 AC3348'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3348'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3348'DIRT ROAD, GO 0.25 MILE WEST ON THE DIRT ROAD TO ITS END AT A FILLED
 AC3348'AREA AND THE MARK.  THE MARK, AN E.R. BROWNELL AND ASSOC. SURVEY DISK,
 AC3348'BEARS 6 FEET NORTH OF THE SOUTH EDGE OF THE FILL, 56.4 FEET SOUTHEAST
 AC3348'OF BENCH MARK TIDAL BM 1A, 205 FEET SOUTH OF THE EXTENDED CENTERLINE
 AC3348'OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3350 ***********************************************************************
 AC3350  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3350  DESIGNATION -  872 3688 TIDAL 3 X ERBA
 AC3350  PID         -  AC3350
 AC3350  STATE/COUNTY-  FL/MONROE
 AC3350  USGS QUAD   -  ROCK HARBOR (1990)
 AC3350
 AC3350                         *CURRENT SURVEY CONTROL
 AC3350  ___________________________________________________________________
 AC3350* NAD 83(1986)-  25 04 55.     (N)    080 26 47.     (W)     SCALED    
 AC3350* NAVD 88     -         0.441  (meters)       1.45   (feet)  ADJUSTED  
 AC3350  ___________________________________________________________________
 AC3350  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3350  DYNAMIC HT  -           0.440 (meters)       1.44  (feet)  COMP
 AC3350  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC3350
 AC3350  VERT ORDER  -  SECOND    CLASS I
 AC3350
 AC3350.The horizontal coordinates were scaled from a topographic map and have
 AC3350.an estimated accuracy of +/- 6 seconds.
 AC3350
 AC3350.The orthometric height was determined by differential leveling
 AC3350.and adjusted by the National Geodetic Survey in June 1991..
 AC3350
 AC3350.This Tidal Bench Mark is designated as VM 5966
 AC3350.by the Center for Operational Oceanographic Products and Services.
 AC3350
 AC3350.The geoid height was determined by GEOID03.
 AC3350
 AC3350.The dynamic height is computed by dividing the NAVD 88
 AC3350.geopotential number by the normal gravity value computed on the
 AC3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3350.degrees latitude (g = 980.6199 gals.).
 AC3350
 AC3350.The modeled gravity was interpolated from observed gravity values.
 AC3350
 AC3350;                    North         East    Units  Estimated Accuracy
 AC3350;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3350
 AC3350                          SUPERSEDED SURVEY CONTROL
 AC3350
 AC3350  NGVD 29 (09/01/92)    0.916  (m)            3.01   (f) ADJUSTED    2 1
 AC3350
 AC3350.Superseded values are not recommended for survey control.
 AC3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3350.See file dsdata.txt to determine how the superseded data were derived.
 AC3350
 AC3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3350_MARKER: DJ = TIDAL STATION DISK
 AC3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3350_SP_SET: CONCRETE POST
 AC3350_STAMPING: TIDAL BM 3X
 AC3350_MARK LOGO: ERBRWN
 AC3350_PROJECTION: FLUSH
 AC3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3350+STABILITY: SURFACE MOTION
 AC3350
 AC3350  HISTORY     - Date     Condition        Report By
 AC3350  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3350  HISTORY     - 1982     GOOD             FLDNR
 AC3350
 AC3350                          STATION DESCRIPTION
 AC3350
 AC3350'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3350'IN KEY LARGO.
 AC3350'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3350'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3350'DIRT ROAD, GO 0.25 MILE WEST ON THE DIRT ROAD TO ITS END AT A FILLED
 AC3350'AREA AND THE MARK.  THE MARK, AN E.R. BROWNELL AND ASSOC. SURVEY DISK,
 AC3350'BEARS 8 FEET EAST OF THE EAST EDGE OF THE CANAL, 10 FEET SOUTH OF THE
 AC3350'EXTENDED CENTERLINE OF THE DIRT ROAD, 123.4 FEET NORTH OF BENCH MARK
 AC3350'TIDAL BM 1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4717 ***********************************************************************
 AC4717  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4717  DESIGNATION -  872 3689 F TIDAL
 AC4717  PID         -  AC4717
 AC4717  STATE/COUNTY-  FL/MONROE
 AC4717  USGS QUAD   -  ROCK HARBOR (1990)
 AC4717
 AC4717                         *CURRENT SURVEY CONTROL
 AC4717  ___________________________________________________________________
 AC4717* NAD 83(1986)-  25 04 54.     (N)    080 26 35.     (W)     SCALED    
 AC4717* NAVD 88     -         0.114  (meters)       0.37   (feet)  ADJUSTED  
 AC4717  ___________________________________________________________________
 AC4717  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AC4717  DYNAMIC HT  -           0.113 (meters)       0.37  (feet)  COMP
 AC4717  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC4717
 AC4717  VERT ORDER  -  FIRST     CLASS II
 AC4717
 AC4717.The horizontal coordinates were scaled from a topographic map and have
 AC4717.an estimated accuracy of +/- 6 seconds.
 AC4717
 AC4717.The orthometric height was determined by differential leveling
 AC4717.and adjusted by the National Geodetic Survey in May 1994..
 AC4717
 AC4717.This Tidal Bench Mark is designated as VM 17187
 AC4717.by the Center for Operational Oceanographic Products and Services.
 AC4717
 AC4717.The geoid height was determined by GEOID03.
 AC4717
 AC4717.The dynamic height is computed by dividing the NAVD 88
 AC4717.geopotential number by the normal gravity value computed on the
 AC4717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4717.degrees latitude (g = 980.6199 gals.).
 AC4717
 AC4717.The modeled gravity was interpolated from observed gravity values.
 AC4717
 AC4717;                    North         East    Units  Estimated Accuracy
 AC4717;SPC FL E     -    83,000.      256,180.      MT  (+/- 180 meters Scaled)
 AC4717
 AC4717                          SUPERSEDED SURVEY CONTROL
 AC4717
 AC4717  NGVD 29 (09/01/92)    0.589  (m)            1.93   (f) ADJUSTED    1 2
 AC4717
 AC4717.Superseded values are not recommended for survey control.
 AC4717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4717.See file dsdata.txt to determine how the superseded data were derived.
 AC4717
 AC4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561741(NAD 83)
 AC4717_MARKER: DJ = TIDAL STATION DISK
 AC4717_SETTING: 66 = SET IN ROCK OUTCROP
 AC4717_SP_SET: ROCK OUTCROP
 AC4717_STAMPING: 3689 F 1987
 AC4717_MARK LOGO: NOS   
 AC4717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4717+STABILITY: POSITION/ELEVATION WELL
 AC4717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4717+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4717
 AC4717  HISTORY     - Date     Condition        Report By
 AC4717  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4717
 AC4717                          STATION DESCRIPTION
 AC4717
 AC4717'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4717'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 NORTHBOUND
 AC4717'AND OCEAN BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR
 AC4717'0.70 MI (1.13 KM) TO THE INTERSECTION OF SOUTH OCEAN SHORES DRIVE,
 AC4717'TURN RIGHT (WEST) ON SOUTH OCEAN SHORES DRIVE FOR 0.1 MI (0.2 KM) TO
 AC4717'THE DEAD END AND THE MARK, SET IN BEDROCK.  LOCATED 44 FT (13.4 M)
 AC4717'SOUTH OF THE CENTERLINE OF SOUTH OCEAN BAY DRIVE, 83.4 FT (25.4 M)
 AC4717'NORTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 47.3 FT (14.4 M)
 AC4717'SOUTHWEST OF A POWER POLE AND 131.5 FT (40.1 M) SOUTH SOUTHEAST OF
 AC4717'BENCH MARK 3689 G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4718 ***********************************************************************
 AC4718  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4718  DESIGNATION -  872 3689 G TIDAL
 AC4718  PID         -  AC4718
 AC4718  STATE/COUNTY-  FL/MONROE
 AC4718  USGS QUAD   -  ROCK HARBOR (1990)
 AC4718
 AC4718                         *CURRENT SURVEY CONTROL
 AC4718  ___________________________________________________________________
 AC4718* NAD 83(1986)-  25 04 55.     (N)    080 26 35.     (W)     SCALED    
 AC4718* NAVD 88     -        -0.153  (meters)      -0.50   (feet)  ADJUSTED  
 AC4718  ___________________________________________________________________
 AC4718  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AC4718  DYNAMIC HT  -          -0.153 (meters)      -0.50  (feet)  COMP
 AC4718  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC4718
 AC4718  VERT ORDER  -  FIRST     CLASS II
 AC4718
 AC4718.The horizontal coordinates were scaled from a topographic map and have
 AC4718.an estimated accuracy of +/- 6 seconds.
 AC4718
 AC4718.The orthometric height was determined by differential leveling
 AC4718.and adjusted by the National Geodetic Survey in May 1994..
 AC4718
 AC4718.This Tidal Bench Mark is designated as VM 17188
 AC4718.by the Center for Operational Oceanographic Products and Services.
 AC4718
 AC4718.The geoid height was determined by GEOID03.
 AC4718
 AC4718.The dynamic height is computed by dividing the NAVD 88
 AC4718.geopotential number by the normal gravity value computed on the
 AC4718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4718.degrees latitude (g = 980.6199 gals.).
 AC4718
 AC4718.The modeled gravity was interpolated from observed gravity values.
 AC4718
 AC4718;                    North         East    Units  Estimated Accuracy
 AC4718;SPC FL E     -    83,030.      256,180.      MT  (+/- 180 meters Scaled)
 AC4718
 AC4718                          SUPERSEDED SURVEY CONTROL
 AC4718
 AC4718  NGVD 29 (09/01/92)    0.323  (m)            1.06   (f) ADJUSTED    1 2
 AC4718
 AC4718.Superseded values are not recommended for survey control.
 AC4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4718.See file dsdata.txt to determine how the superseded data were derived.
 AC4718
 AC4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561741(NAD 83)
 AC4718_MARKER: DJ = TIDAL STATION DISK
 AC4718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4718_SP_SET: STAINLESS STEEL ROD
 AC4718_STAMPING: 3689 G 1987
 AC4718_MARK LOGO: NOS   
 AC4718_PROJECTION: PROJECTING 8 CENTIMETERS
 AC4718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4718+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4718_ROD/PIPE-DEPTH: 6    meters
 AC4718
 AC4718  HISTORY     - Date     Condition        Report By
 AC4718  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4718
 AC4718                          STATION DESCRIPTION
 AC4718
 AC4718'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4718'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 NORTHBOUND
 AC4718'AND OCEAN BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR
 AC4718'0.70 MI (1.13 KM) TO THE INTERSECTION OF SOUTH OCEAN BAY SHORES
 AC4718'DRIVE, TURN RIGHT (WEST) AND GO FOR 0.1 MI (0.2 KM) ON SOUTH OCEAN
 AC4718'BAY SHORES DRIVE TO THE DEAD END AND THE MARK, SET AT THE EDGE OF THE
 AC4718'MANGROVES.  LOCATED 114.1 FT (34.8 M) NORTHWEST OF THE CENTERLINE OF
 AC4718'SOUTH OCEAN BAY SHORES DRIVE AT THE DEAD END, 185.4 FT (56.5 M)
 AC4718'NORTHWEST OF A POWER POLE AND 131.5 FT (40.1 M) NORTH NORTHWEST OF
 AC4718'BENCHMARK 3689 F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4719 ***********************************************************************
 AC4719  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4719  DESIGNATION -  872 3689 H TIDAL
 AC4719  PID         -  AC4719
 AC4719  STATE/COUNTY-  FL/MONROE
 AC4719  USGS QUAD   -  ROCK HARBOR (1990)
 AC4719
 AC4719                         *CURRENT SURVEY CONTROL
 AC4719  ___________________________________________________________________
 AC4719* NAD 83(1986)-  25 04 51.     (N)    080 26 30.     (W)     SCALED    
 AC4719* NAVD 88     -         0.361  (meters)       1.18   (feet)  ADJUSTED  
 AC4719  ___________________________________________________________________
 AC4719  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AC4719  DYNAMIC HT  -           0.360 (meters)       1.18  (feet)  COMP
 AC4719  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 AC4719
 AC4719  VERT ORDER  -  FIRST     CLASS II
 AC4719
 AC4719.The horizontal coordinates were scaled from a topographic map and have
 AC4719.an estimated accuracy of +/- 6 seconds.
 AC4719
 AC4719.The orthometric height was determined by differential leveling
 AC4719.and adjusted by the National Geodetic Survey in May 1994..
 AC4719
 AC4719.This Tidal Bench Mark is designated as VM 17189
 AC4719.by the Center for Operational Oceanographic Products and Services.
 AC4719
 AC4719.The geoid height was determined by GEOID03.
 AC4719
 AC4719.The dynamic height is computed by dividing the NAVD 88
 AC4719.geopotential number by the normal gravity value computed on the
 AC4719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4719.degrees latitude (g = 980.6199 gals.).
 AC4719
 AC4719.The modeled gravity was interpolated from observed gravity values.
 AC4719
 AC4719;                    North         East    Units  Estimated Accuracy
 AC4719;SPC FL E     -    82,910.      256,320.      MT  (+/- 180 meters Scaled)
 AC4719
 AC4719                          SUPERSEDED SURVEY CONTROL
 AC4719
 AC4719  NGVD 29 (09/01/92)    0.836  (m)            2.74   (f) ADJUSTED    1 2
 AC4719
 AC4719.Superseded values are not recommended for survey control.
 AC4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4719.See file dsdata.txt to determine how the superseded data were derived.
 AC4719
 AC4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH563740(NAD 83)
 AC4719_MARKER: DJ = TIDAL STATION DISK
 AC4719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4719_SP_SET: STAINLESS STEEL ROD
 AC4719_STAMPING: 3689 H 1987
 AC4719_MARK LOGO: NOS   
 AC4719_PROJECTION: PROJECTING 8 CENTIMETERS
 AC4719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4719+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4719_ROD/PIPE-DEPTH: 5    meters
 AC4719
 AC4719  HISTORY     - Date     Condition        Report By
 AC4719  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4719  HISTORY     - 20050616 GOOD             PB
 AC4719
 AC4719                          STATION DESCRIPTION
 AC4719
 AC4719'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4719'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 NORTHBOUND
 AC4719'AND OCEAN BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR
 AC4719'0.75 MI (1.21 KM) TO THE MARK AT THE INTERSECTION OF THE ROAD TO
 AC4719'KAWANA YACHT CLUB ROAD.  LOCATED 18.5 FT (5.6 M) WEST OF THE
 AC4719'CENTERLINE OF OCEAN BAY DRIVE AND 35.4 FT (10.8 M) SOUTH OF THE
 AC4719'CENTERLINE OF KAWANA YACHT CLUB ROAD.
 AC4719
 AC4719                          STATION RECOVERY (2005)
 AC4719
 AC4719'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC4719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3346 ***********************************************************************
 AC3346  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3346  DESIGNATION -  872 3689 TIDAL 2
 AC3346  PID         -  AC3346
 AC3346  STATE/COUNTY-  FL/MONROE
 AC3346  USGS QUAD   -  ROCK HARBOR (1990)
 AC3346
 AC3346                         *CURRENT SURVEY CONTROL
 AC3346  ___________________________________________________________________
 AC3346* NAD 83(1986)-  25 04 55.     (N)    080 26 47.     (W)     SCALED    
 AC3346* NAVD 88     -         0.300  (meters)       0.98   (feet)  ADJUSTED  
 AC3346  ___________________________________________________________________
 AC3346  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3346  DYNAMIC HT  -           0.299 (meters)       0.98  (feet)  COMP
 AC3346  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC3346
 AC3346  VERT ORDER  -  SECOND    CLASS I
 AC3346
 AC3346.The horizontal coordinates were scaled from a topographic map and have
 AC3346.an estimated accuracy of +/- 6 seconds.
 AC3346
 AC3346.The orthometric height was determined by differential leveling
 AC3346.and adjusted by the National Geodetic Survey in June 1991..
 AC3346
 AC3346.This Tidal Bench Mark is designated as VM 5969
 AC3346.by the Center for Operational Oceanographic Products and Services.
 AC3346
 AC3346.The geoid height was determined by GEOID03.
 AC3346
 AC3346.The dynamic height is computed by dividing the NAVD 88
 AC3346.geopotential number by the normal gravity value computed on the
 AC3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3346.degrees latitude (g = 980.6199 gals.).
 AC3346
 AC3346.The modeled gravity was interpolated from observed gravity values.
 AC3346
 AC3346;                    North         East    Units  Estimated Accuracy
 AC3346;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3346
 AC3346                          SUPERSEDED SURVEY CONTROL
 AC3346
 AC3346  NGVD 29 (09/01/92)    0.775  (m)            2.54   (f) ADJUSTED    2 1
 AC3346
 AC3346.Superseded values are not recommended for survey control.
 AC3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3346.See file dsdata.txt to determine how the superseded data were derived.
 AC3346
 AC3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3346_MARKER: DJ = TIDAL STATION DISK
 AC3346_SETTING: 66 = SET IN ROCK OUTCROP
 AC3346_SP_SET: ROCK OUTCROP
 AC3346_STAMPING: NO 2 1975
 AC3346_MARK LOGO: NOS   
 AC3346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3346+STABILITY: POSITION/ELEVATION WELL
 AC3346
 AC3346  HISTORY     - Date     Condition        Report By
 AC3346  HISTORY     - 1975     MONUMENTED       NOS
 AC3346  HISTORY     - 1982     GOOD             FLDNR
 AC3346
 AC3346                          STATION DESCRIPTION
 AC3346
 AC3346'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3346'IN KEY LARGO.
 AC3346'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3346'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3346'JUNCTION OF A DIRT ROAD AND THE MARK.  THE MARK BEARS 75 FEET WEST OF
 AC3346'OCEAN BAY DRIVE, 35 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD.
 AC3346'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3347 ***********************************************************************
 AC3347  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3347  DESIGNATION -  872 3689 TIDAL 3
 AC3347  PID         -  AC3347
 AC3347  STATE/COUNTY-  FL/MONROE
 AC3347  USGS QUAD   -  ROCK HARBOR (1990)
 AC3347
 AC3347                         *CURRENT SURVEY CONTROL
 AC3347  ___________________________________________________________________
 AC3347* NAD 83(1986)-  25 04 55.     (N)    080 26 47.     (W)     SCALED    
 AC3347* NAVD 88     -         0.204  (meters)       0.67   (feet)  ADJUSTED  
 AC3347  ___________________________________________________________________
 AC3347  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3347  DYNAMIC HT  -           0.204 (meters)       0.67  (feet)  COMP
 AC3347  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC3347
 AC3347  VERT ORDER  -  SECOND    CLASS I
 AC3347
 AC3347.The horizontal coordinates were scaled from a topographic map and have
 AC3347.an estimated accuracy of +/- 6 seconds.
 AC3347
 AC3347.The orthometric height was determined by differential leveling
 AC3347.and adjusted by the National Geodetic Survey in June 1991..
 AC3347
 AC3347.This Tidal Bench Mark is designated as VM 5970
 AC3347.by the Center for Operational Oceanographic Products and Services.
 AC3347
 AC3347.The geoid height was determined by GEOID03.
 AC3347
 AC3347.The dynamic height is computed by dividing the NAVD 88
 AC3347.geopotential number by the normal gravity value computed on the
 AC3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3347.degrees latitude (g = 980.6199 gals.).
 AC3347
 AC3347.The modeled gravity was interpolated from observed gravity values.
 AC3347
 AC3347;                    North         East    Units  Estimated Accuracy
 AC3347;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3347
 AC3347                          SUPERSEDED SURVEY CONTROL
 AC3347
 AC3347  NGVD 29 (09/01/92)    0.679  (m)            2.23   (f) ADJUSTED    2 1
 AC3347
 AC3347.Superseded values are not recommended for survey control.
 AC3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3347.See file dsdata.txt to determine how the superseded data were derived.
 AC3347
 AC3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3347_MARKER: DJ = TIDAL STATION DISK
 AC3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3347_SP_SET: CONCRETE POST
 AC3347_STAMPING: NO 3 1975
 AC3347_MARK LOGO: NOS   
 AC3347_PROJECTION: PROJECTING
 AC3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3347+STABILITY: SURFACE MOTION
 AC3347
 AC3347  HISTORY     - Date     Condition        Report By
 AC3347  HISTORY     - 1975     MONUMENTED       NOS
 AC3347  HISTORY     - 1982     GOOD             FLDNR
 AC3347
 AC3347                          STATION DESCRIPTION
 AC3347
 AC3347'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3347'IN KEY LARGO.
 AC3347'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3347'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3347'DIRT ROAD, GO 0.2 MILE WEST ON THE DIRT ROAD TO ITS END AT A FILLED
 AC3347'AREA AND THE MARK.  THE MARK BEARS 12 FEET SOUTH OF THE CENTERLINE OF
 AC3347'THE DIRT ROAD, ABOUT 230 FEET EAST OF THE EAST EDGE OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3345 ***********************************************************************
 AC3345  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3345  DESIGNATION -  872 3689 TIDAL 3 A
 AC3345  PID         -  AC3345
 AC3345  STATE/COUNTY-  FL/MONROE
 AC3345  USGS QUAD   -  ROCK HARBOR (1990)
 AC3345
 AC3345                         *CURRENT SURVEY CONTROL
 AC3345  ___________________________________________________________________
 AC3345* NAD 83(1986)-  25 05 01.     (N)    080 26 29.     (W)     SCALED    
 AC3345* NAVD 88     -         1.927  (meters)       6.32   (feet)  ADJUSTED  
 AC3345  ___________________________________________________________________
 AC3345  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AC3345  DYNAMIC HT  -           1.923 (meters)       6.31  (feet)  COMP
 AC3345  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC3345
 AC3345  VERT ORDER  -  FIRST     CLASS II
 AC3345
 AC3345.The horizontal coordinates were scaled from a topographic map and have
 AC3345.an estimated accuracy of +/- 6 seconds.
 AC3345
 AC3345.The orthometric height was determined by differential leveling
 AC3345.and adjusted by the National Geodetic Survey in June 1991..
 AC3345
 AC3345.This Tidal Bench Mark is designated as VM 5971
 AC3345.by the Center for Operational Oceanographic Products and Services.
 AC3345
 AC3345.The geoid height was determined by GEOID03.
 AC3345
 AC3345.The dynamic height is computed by dividing the NAVD 88
 AC3345.geopotential number by the normal gravity value computed on the
 AC3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3345.degrees latitude (g = 980.6199 gals.).
 AC3345
 AC3345.The modeled gravity was interpolated from observed gravity values.
 AC3345
 AC3345;                    North         East    Units  Estimated Accuracy
 AC3345;SPC FL E     -    83,220.      256,350.      MT  (+/- 180 meters Scaled)
 AC3345
 AC3345                          SUPERSEDED SURVEY CONTROL
 AC3345
 AC3345  NGVD 29 (09/01/92)    2.402  (m)            7.88   (f) ADJUSTED    1 2
 AC3345
 AC3345.Superseded values are not recommended for survey control.
 AC3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3345.See file dsdata.txt to determine how the superseded data were derived.
 AC3345
 AC3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH563743(NAD 83)
 AC3345_MARKER: DJ = TIDAL STATION DISK
 AC3345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3345_SP_SET: CONCRETE BRIDGE ABUTMENT
 AC3345_STAMPING: NO 3A 1975
 AC3345_MARK LOGO: NOS   
 AC3345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3345+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1991
 AC3345
 AC3345  HISTORY     - Date     Condition        Report By
 AC3345  HISTORY     - 1975     MONUMENTED       NOS
 AC3345  HISTORY     - 1982     GOOD             FLDNR
 AC3345  HISTORY     - 19910125 GOOD             FLDNR
 AC3345  HISTORY     - 20050616 GOOD             PB
 AC3345
 AC3345                          STATION DESCRIPTION
 AC3345
 AC3345'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3345'IN KEY LARGO.
 AC3345'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3345'HIGHWAY 1) IN KEY LARGO, GO 0.6 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3345'SMALL BRIDGE OVER A CANAL AND THE MARK.  THE MARK IS SET IN THE
 AC3345'SOUTHEAST ABUTMENT OF THE BRIDGE.
 AC3345'THE MARK IS 0.4 FT ABOVE ROAD.
 AC3345
 AC3345                          STATION RECOVERY (1991)
 AC3345
 AC3345'RECOVERY NOTE BY FL DEPT OF NAT RES 1991
 AC3345'RECOVERED IN GOOD CONDITION.
 AC3345
 AC3345                          STATION RECOVERY (2005)
 AC3345
 AC3345'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC3345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3359 ***********************************************************************
 AC3359  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3359  DESIGNATION -  872 3691 F TIDAL
 AC3359  PID         -  AC3359
 AC3359  STATE/COUNTY-  FL/MONROE
 AC3359  USGS QUAD   -  ROCK HARBOR (1990)
 AC3359
 AC3359                         *CURRENT SURVEY CONTROL
 AC3359  ___________________________________________________________________
 AC3359* NAD 83(1986)-  25 05 14.     (N)    080 26 51.     (W)     SCALED    
 AC3359* NAVD 88     -         2.846  (meters)       9.34   (feet)  ADJUSTED  
 AC3359  ___________________________________________________________________
 AC3359  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AC3359  DYNAMIC HT  -           2.841 (meters)       9.32  (feet)  COMP
 AC3359  MODELED GRAV-     978,978.0   (mgal)                       NAVD 88
 AC3359
 AC3359  VERT ORDER  -  FIRST     CLASS II
 AC3359
 AC3359.The horizontal coordinates were scaled from a topographic map and have
 AC3359.an estimated accuracy of +/- 6 seconds.
 AC3359
 AC3359.The orthometric height was determined by differential leveling
 AC3359.and adjusted by the National Geodetic Survey in June 1991..
 AC3359
 AC3359.This Tidal Bench Mark is designated as VM 5974
 AC3359.by the Center for Operational Oceanographic Products and Services.
 AC3359
 AC3359.The geoid height was determined by GEOID03.
 AC3359
 AC3359.The dynamic height is computed by dividing the NAVD 88
 AC3359.geopotential number by the normal gravity value computed on the
 AC3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3359.degrees latitude (g = 980.6199 gals.).
 AC3359
 AC3359.The modeled gravity was interpolated from observed gravity values.
 AC3359
 AC3359;                    North         East    Units  Estimated Accuracy
 AC3359;SPC FL E     -    83,620.      255,730.      MT  (+/- 180 meters Scaled)
 AC3359
 AC3359                          SUPERSEDED SURVEY CONTROL
 AC3359
 AC3359  NGVD 29 (09/01/92)    3.323  (m)           10.90   (f) ADJUSTED    1 2
 AC3359
 AC3359.Superseded values are not recommended for survey control.
 AC3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3359.See file dsdata.txt to determine how the superseded data were derived.
 AC3359
 AC3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH557747(NAD 83)
 AC3359_MARKER: DJ = TIDAL STATION DISK
 AC3359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3359_SP_SET: CONCRETE BOX DRAIN
 AC3359_STAMPING: 3691 F 1982 BSM
 AC3359_MARK LOGO: FLDNR 
 AC3359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3359+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1990
 AC3359
 AC3359  HISTORY     - Date     Condition        Report By
 AC3359  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3359  HISTORY     - 19901117 GOOD             FLDNR
 AC3359
 AC3359                          STATION DESCRIPTION
 AC3359
 AC3359'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3359'0.7 MI SW FROM KEY LARGO.
 AC3359'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTHWEST ALONG
 AC3359'U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHEAST
 AC3359'CORNER OF A CONCRETE BOX DRAIN ACROSS THE HIGHWAY FROM THE KEY LARGO
 AC3359'MOOSE LODGE, 26.6 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 AC3359'LANE OF U.S. HIGHWAY 1, 125 FEET NORTHEAST OF THE CENTERLINE OF
 AC3359'GRIFFINS WAY, AND 52.2 FEET SOUTHEAST OF BENCH MARK NO 5 1975.
 AC3359'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3359
 AC3359                          STATION RECOVERY (1990)
 AC3359
 AC3359'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC3359'RECOVERED IN GOOD CONDITION EXCEPT GO SOUTHWEST ON U.S. HIGHWAY 1
 AC3359'1.15 MI (1.85 KM) FROM THE NEW POST OFFICE IN KEY LARGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3362 ***********************************************************************
 AC3362  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3362  DESIGNATION -  872 3691 TIDAL 1
 AC3362  PID         -  AC3362
 AC3362  STATE/COUNTY-  FL/MONROE
 AC3362  USGS QUAD   -  ROCK HARBOR (1990)
 AC3362
 AC3362                         *CURRENT SURVEY CONTROL
 AC3362  ___________________________________________________________________
 AC3362* NAD 83(1986)-  25 04 55.     (N)    080 26 59.     (W)     SCALED    
 AC3362* NAVD 88     -         0.529  (meters)       1.74   (feet)  ADJUSTED  
 AC3362  ___________________________________________________________________
 AC3362  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AC3362  DYNAMIC HT  -           0.528 (meters)       1.73  (feet)  COMP
 AC3362  MODELED GRAV-     978,978.0   (mgal)                       NAVD 88
 AC3362
 AC3362  VERT ORDER  -  SECOND    CLASS I
 AC3362
 AC3362.The horizontal coordinates were scaled from a topographic map and have
 AC3362.an estimated accuracy of +/- 6 seconds.
 AC3362
 AC3362.The orthometric height was determined by differential leveling
 AC3362.and adjusted by the National Geodetic Survey in June 1991..
 AC3362
 AC3362.This Tidal Bench Mark is designated as VM 5972
 AC3362.by the Center for Operational Oceanographic Products and Services.
 AC3362
 AC3362.The geoid height was determined by GEOID03.
 AC3362
 AC3362.The dynamic height is computed by dividing the NAVD 88
 AC3362.geopotential number by the normal gravity value computed on the
 AC3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3362.degrees latitude (g = 980.6199 gals.).
 AC3362
 AC3362.The modeled gravity was interpolated from observed gravity values.
 AC3362
 AC3362;                    North         East    Units  Estimated Accuracy
 AC3362;SPC FL E     -    83,030.      255,510.      MT  (+/- 180 meters Scaled)
 AC3362
 AC3362                          SUPERSEDED SURVEY CONTROL
 AC3362
 AC3362  NGVD 29 (09/01/92)    1.006  (m)            3.30   (f) ADJUSTED    2 1
 AC3362
 AC3362.Superseded values are not recommended for survey control.
 AC3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3362.See file dsdata.txt to determine how the superseded data were derived.
 AC3362
 AC3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554741(NAD 83)
 AC3362_MARKER: DJ = TIDAL STATION DISK
 AC3362_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3362_SP_SET: CONCRETE SEAWALL
 AC3362_STAMPING: NO 1 1975
 AC3362_MARK LOGO: NOS   
 AC3362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3362
 AC3362  HISTORY     - Date     Condition        Report By
 AC3362  HISTORY     - 1975     MONUMENTED       NOS
 AC3362  HISTORY     - 1982     GOOD             FLDNR
 AC3362
 AC3362                          STATION DESCRIPTION
 AC3362
 AC3362'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3362'0.7 MI SOUTH FROM KEY LARGO.
 AC3362'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3362'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGE AT THE JUNCTION OF GRIFFINS
 AC3362'WAY, GO 0.2 MILE SOUTHEAST ON GRIFFINS WAY TO ITS END AT A TWO-STORY
 AC3362'HOUSE AND THE MARK.  THE MARK BEARS 79 FEET SOUTH OF THE NORTH END OF
 AC3362'THE SEAWALL, 37.5 FEET WEST OF THE EAST END OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3361 ***********************************************************************
 AC3361  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3361  DESIGNATION -  872 3691 TIDAL 2
 AC3361  PID         -  AC3361
 AC3361  STATE/COUNTY-  FL/MONROE
 AC3361  USGS QUAD   -  ROCK HARBOR (1990)
 AC3361
 AC3361                         *CURRENT SURVEY CONTROL
 AC3361  ___________________________________________________________________
 AC3361* NAD 83(1986)-  25 04 55.     (N)    080 26 59.     (W)     SCALED    
 AC3361* NAVD 88     -         0.526  (meters)       1.73   (feet)  ADJUSTED  
 AC3361  ___________________________________________________________________
 AC3361  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AC3361  DYNAMIC HT  -           0.526 (meters)       1.73  (feet)  COMP
 AC3361  MODELED GRAV-     978,978.0   (mgal)                       NAVD 88
 AC3361
 AC3361  VERT ORDER  -  SECOND    CLASS I
 AC3361
 AC3361.The horizontal coordinates were scaled from a topographic map and have
 AC3361.an estimated accuracy of +/- 6 seconds.
 AC3361
 AC3361.The orthometric height was determined by differential leveling
 AC3361.and adjusted by the National Geodetic Survey in June 1991..
 AC3361
 AC3361.This Tidal Bench Mark is designated as VM 5973
 AC3361.by the Center for Operational Oceanographic Products and Services.
 AC3361
 AC3361.The geoid height was determined by GEOID03.
 AC3361
 AC3361.The dynamic height is computed by dividing the NAVD 88
 AC3361.geopotential number by the normal gravity value computed on the
 AC3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3361.degrees latitude (g = 980.6199 gals.).
 AC3361
 AC3361.The modeled gravity was interpolated from observed gravity values.
 AC3361
 AC3361;                    North         East    Units  Estimated Accuracy
 AC3361;SPC FL E     -    83,030.      255,510.      MT  (+/- 180 meters Scaled)
 AC3361
 AC3361                          SUPERSEDED SURVEY CONTROL
 AC3361
 AC3361  NGVD 29 (09/01/92)    1.003  (m)            3.29   (f) ADJUSTED    2 1
 AC3361
 AC3361.Superseded values are not recommended for survey control.
 AC3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3361.See file dsdata.txt to determine how the superseded data were derived.
 AC3361
 AC3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554741(NAD 83)
 AC3361_MARKER: DJ = TIDAL STATION DISK
 AC3361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3361_SP_SET: CONCRETE SEAWALL
 AC3361_STAMPING: NO 2 1975
 AC3361_MARK LOGO: NOS   
 AC3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3361+STABILITY: SURFACE MOTION
 AC3361
 AC3361  HISTORY     - Date     Condition        Report By
 AC3361  HISTORY     - 1975     MONUMENTED       NOS
 AC3361  HISTORY     - 1982     GOOD             FLDNR
 AC3361
 AC3361                          STATION DESCRIPTION
 AC3361
 AC3361'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3361'0.7 MI SOUTH FROM KEY LARGO.
 AC3361'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3361'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGE AT THE JUNCTION OF GRIFFINS
 AC3361'WAY, GO 0.2 MILE SOUTHEAST ON GRIFFINS WAY TO ITS END AT A TWO-STORY
 AC3361'HOUSE AND THE MARK.  THE MARK IS SET FLUSH IN THE NORTH END OF THE
 AC3361'SEAWALL, 3.7 FEET WEST OF THE EAST EDGE OF THE SEAWALL, 0.8 FOOT
 AC3361'SOUTH OF THE NORTH END OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3360 ***********************************************************************
 AC3360  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3360  DESIGNATION -  872 3691 TIDAL 4
 AC3360  PID         -  AC3360
 AC3360  STATE/COUNTY-  FL/MONROE
 AC3360  USGS QUAD   -  ROCK HARBOR (1990)
 AC3360
 AC3360                         *CURRENT SURVEY CONTROL
 AC3360  ___________________________________________________________________
 AC3360* NAD 83(1986)-  25 04 55.     (N)    080 26 59.     (W)     SCALED    
 AC3360* NAVD 88     -         0.565  (meters)       1.85   (feet)  ADJUSTED  
 AC3360  ___________________________________________________________________
 AC3360  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AC3360  DYNAMIC HT  -           0.564 (meters)       1.85  (feet)  COMP
 AC3360  MODELED GRAV-     978,978.0   (mgal)                       NAVD 88
 AC3360
 AC3360  VERT ORDER  -  SECOND    CLASS I
 AC3360
 AC3360.The horizontal coordinates were scaled from a topographic map and have
 AC3360.an estimated accuracy of +/- 6 seconds.
 AC3360
 AC3360.The orthometric height was determined by differential leveling
 AC3360.and adjusted by the National Geodetic Survey in June 1991..
 AC3360
 AC3360.This Tidal Bench Mark is designated as VM 15844
 AC3360.by the Center for Operational Oceanographic Products and Services.
 AC3360
 AC3360.The geoid height was determined by GEOID03.
 AC3360
 AC3360.The dynamic height is computed by dividing the NAVD 88
 AC3360.geopotential number by the normal gravity value computed on the
 AC3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3360.degrees latitude (g = 980.6199 gals.).
 AC3360
 AC3360.The modeled gravity was interpolated from observed gravity values.
 AC3360
 AC3360;                    North         East    Units  Estimated Accuracy
 AC3360;SPC FL E     -    83,030.      255,510.      MT  (+/- 180 meters Scaled)
 AC3360
 AC3360                          SUPERSEDED SURVEY CONTROL
 AC3360
 AC3360  NGVD 29 (09/01/92)    1.042  (m)            3.42   (f) ADJUSTED    2 1
 AC3360
 AC3360.Superseded values are not recommended for survey control.
 AC3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3360.See file dsdata.txt to determine how the superseded data were derived.
 AC3360
 AC3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554741(NAD 83)
 AC3360_MARKER: DJ = TIDAL STATION DISK
 AC3360_SETTING: 66 = SET IN ROCK OUTCROP
 AC3360_SP_SET: ROCK OUTCROP
 AC3360_STAMPING: NO 4 1975
 AC3360_MARK LOGO: NOS   
 AC3360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3360+STABILITY: POSITION/ELEVATION WELL
 AC3360
 AC3360  HISTORY     - Date     Condition        Report By
 AC3360  HISTORY     - 1975     MONUMENTED       NOS
 AC3360  HISTORY     - 1982     GOOD             FLDNR
 AC3360
 AC3360                          STATION DESCRIPTION
 AC3360
 AC3360'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3360'0.7 MI SOUTH FROM KEY LARGO.
 AC3360'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3360'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGAT THE JUNCTION OF GRIFFINS
 AC3360'WAY, GO 0.2 MILE SOUTHEAST ON GRIFFINS WAY TO ITS END AT A TWO-STORY
 AC3360'HOUSE AND THE MARK.  THE MARK BEARS 115 FEET SOUTHWEST OF THE
 AC3360'NORTHWEST CORNER OF THE HOUSE, 48 FEET SOUTH OF THE CENTERLINE OF THE
 AC3360'DRIVE, 42.3 FEET NORTH OF A FENCE LINE, 27.5 FEET NORTHWEST OF A
 AC3360'WORKSHOP (UTILITY BUILDING).
 AC3360'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3354 ***********************************************************************
 AC3354  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3354  DESIGNATION -  872 3691 TIDAL 5
 AC3354  PID         -  AC3354
 AC3354  STATE/COUNTY-  FL/MONROE
 AC3354  USGS QUAD   -  ROCK HARBOR (1990)
 AC3354
 AC3354                         *CURRENT SURVEY CONTROL
 AC3354  ___________________________________________________________________
 AC3354* NAD 83(1986)-  25 04 55.     (N)    080 26 59.     (W)     SCALED    
 AC3354* NAVD 88     -         2.828  (meters)       9.28   (feet)  ADJUSTED  
 AC3354  ___________________________________________________________________
 AC3354  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AC3354  DYNAMIC HT  -           2.823 (meters)       9.26  (feet)  COMP
 AC3354  MODELED GRAV-     978,978.0   (mgal)                       NAVD 88
 AC3354
 AC3354  VERT ORDER  -  SECOND    CLASS I
 AC3354
 AC3354.The horizontal coordinates were scaled from a topographic map and have
 AC3354.an estimated accuracy of +/- 6 seconds.
 AC3354
 AC3354.The orthometric height was determined by differential leveling
 AC3354.and adjusted by the National Geodetic Survey in June 1991..
 AC3354
 AC3354.This Tidal Bench Mark is designated as VM 15845
 AC3354.by the Center for Operational Oceanographic Products and Services.
 AC3354
 AC3354.The geoid height was determined by GEOID03.
 AC3354
 AC3354.The dynamic height is computed by dividing the NAVD 88
 AC3354.geopotential number by the normal gravity value computed on the
 AC3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3354.degrees latitude (g = 980.6199 gals.).
 AC3354
 AC3354.The modeled gravity was interpolated from observed gravity values.
 AC3354
 AC3354;                    North         East    Units  Estimated Accuracy
 AC3354;SPC FL E     -    83,030.      255,510.      MT  (+/- 180 meters Scaled)
 AC3354
 AC3354                          SUPERSEDED SURVEY CONTROL
 AC3354
 AC3354  NGVD 29 (09/01/92)    3.305  (m)           10.84   (f) ADJUSTED    2 1
 AC3354
 AC3354.Superseded values are not recommended for survey control.
 AC3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3354.See file dsdata.txt to determine how the superseded data were derived.
 AC3354
 AC3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554741(NAD 83)
 AC3354_MARKER: DJ = TIDAL STATION DISK
 AC3354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3354_SP_SET: CONCRETE STORM DRAIN
 AC3354_STAMPING: NO 5 1975
 AC3354_MARK LOGO: NOS   
 AC3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3354+STABILITY: SURFACE MOTION
 AC3354
 AC3354  HISTORY     - Date     Condition        Report By
 AC3354  HISTORY     - 1975     MONUMENTED       NOS
 AC3354  HISTORY     - 1982     GOOD             FLDNR
 AC3354
 AC3354                          STATION DESCRIPTION
 AC3354
 AC3354'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3354'0.7 MI SOUTH FROM KEY LARGO.
 AC3354'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3354'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGE AT THE JUNCTION OF GRIFFINS
 AC3354'WAY AND THE MARK.  THE MARK IS SET FLUSH IN THE STORM DRAIN ON THE
 AC3354'NORTHWEST SIDE OF THE NORTHBOUND LANE TO U.S. HIGHWAY 1, 30.4 FEET
 AC3354'NORTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF THE NORTHEAST CORNER
 AC3354'OF THE EAST WING OF THE KEY LARGO MOOSE LODGE, 17 FEET NORTHEAST OF
 AC3354'A SIGN.
 AC3354'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3355 ***********************************************************************
 AC3355  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3355  DESIGNATION -  872 3693 E TIDAL
 AC3355  PID         -  AC3355
 AC3355  STATE/COUNTY-  FL/MONROE
 AC3355  USGS QUAD   -  ROCK HARBOR (1990)
 AC3355
 AC3355                         *CURRENT SURVEY CONTROL
 AC3355  ___________________________________________________________________
 AC3355* NAD 83(1986)-  25 04 52.     (N)    080 27 16.     (W)     SCALED    
 AC3355* NAVD 88     -         3.780  (meters)      12.40   (feet)  ADJUSTED  
 AC3355  ___________________________________________________________________
 AC3355  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AC3355  DYNAMIC HT  -           3.774 (meters)      12.38  (feet)  COMP
 AC3355  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 AC3355
 AC3355  VERT ORDER  -  FIRST     CLASS II
 AC3355
 AC3355.The horizontal coordinates were scaled from a topographic map and have
 AC3355.an estimated accuracy of +/- 6 seconds.
 AC3355
 AC3355.The orthometric height was determined by differential leveling
 AC3355.and adjusted by the National Geodetic Survey in June 1991..
 AC3355
 AC3355.This Tidal Bench Mark is designated as VM 5979
 AC3355.by the Center for Operational Oceanographic Products and Services.
 AC3355
 AC3355.The geoid height was determined by GEOID03.
 AC3355
 AC3355.The dynamic height is computed by dividing the NAVD 88
 AC3355.geopotential number by the normal gravity value computed on the
 AC3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3355.degrees latitude (g = 980.6199 gals.).
 AC3355
 AC3355.The modeled gravity was interpolated from observed gravity values.
 AC3355
 AC3355;                    North         East    Units  Estimated Accuracy
 AC3355;SPC FL E     -    82,940.      255,040.      MT  (+/- 180 meters Scaled)
 AC3355
 AC3355                          SUPERSEDED SURVEY CONTROL
 AC3355
 AC3355  NGVD 29 (09/01/92)    4.258  (m)           13.97   (f) ADJUSTED    1 2
 AC3355
 AC3355.Superseded values are not recommended for survey control.
 AC3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3355.See file dsdata.txt to determine how the superseded data were derived.
 AC3355
 AC3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH550740(NAD 83)
 AC3355_MARKER: DJ = TIDAL STATION DISK
 AC3355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3355+WITH SETTING: PAVEMENT
 AC3355_SP_SET: CONCRETE LOADING PLATFORM
 AC3355_STAMPING: 3693 E 1982 BSM
 AC3355_MARK LOGO: FLDNR 
 AC3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3355+STABILITY: SURFACE MOTION
 AC3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3355+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1990
 AC3355
 AC3355  HISTORY     - Date     Condition        Report By
 AC3355  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3355  HISTORY     - 19901117 GOOD             FLDNR
 AC3355
 AC3355                          STATION DESCRIPTION
 AC3355
 AC3355'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3355'1.4 MI SW FROM KEY LARGO.
 AC3355'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTHWEST ALONG
 AC3355'U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH IN THE LOADING
 AC3355'PLATFORM BEHIND HORNES RESTAURANT AND GULF GAS STATION, 62.1 FEET
 AC3355'NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1,
 AC3355'27.7 FEET SOUTH OF THE NORTHEAST CORNER OF THE RESTAURANT, AND 197
 AC3355'FEET NORTHEAST OF THE CENTERLINE OF GRAND STREET.
 AC3355'THE MARK IS 1 FT ABOVE GROUND.
 AC3355
 AC3355                          STATION RECOVERY (1990)
 AC3355
 AC3355'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC3355'RECOVERED IN GOOD CONDITION EXCEPT HORNES RESTAURANT AND GULF GAS
 AC3355'STATION IS NOW ANTHONYS OF KEY LARGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3357 ***********************************************************************
 AC3357  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3357  DESIGNATION -  872 3693 TIDAL 1
 AC3357  PID         -  AC3357
 AC3357  STATE/COUNTY-  FL/MONROE
 AC3357  USGS QUAD   -  ROCK HARBOR (1990)
 AC3357
 AC3357                         *CURRENT SURVEY CONTROL
 AC3357  ___________________________________________________________________
 AC3357* NAD 83(1986)-  25 04 37.     (N)    080 27 17.     (W)     SCALED    
 AC3357* NAVD 88     -         1.052  (meters)       3.45   (feet)  ADJUSTED  
 AC3357  ___________________________________________________________________
 AC3357  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AC3357  DYNAMIC HT  -           1.051 (meters)       3.45  (feet)  COMP
 AC3357  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 AC3357
 AC3357  VERT ORDER  -  SECOND    CLASS I
 AC3357
 AC3357.The horizontal coordinates were scaled from a topographic map and have
 AC3357.an estimated accuracy of +/- 6 seconds.
 AC3357
 AC3357.The orthometric height was determined by differential leveling
 AC3357.and adjusted by the National Geodetic Survey in June 1991..
 AC3357
 AC3357.This Tidal Bench Mark is designated as VM 5976
 AC3357.by the Center for Operational Oceanographic Products and Services.
 AC3357
 AC3357.The geoid height was determined by GEOID03.
 AC3357
 AC3357.The dynamic height is computed by dividing the NAVD 88
 AC3357.geopotential number by the normal gravity value computed on the
 AC3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3357.degrees latitude (g = 980.6199 gals.).
 AC3357
 AC3357.The modeled gravity was interpolated from observed gravity values.
 AC3357
 AC3357;                    North         East    Units  Estimated Accuracy
 AC3357;SPC FL E     -    82,480.      255,010.      MT  (+/- 180 meters Scaled)
 AC3357
 AC3357                          SUPERSEDED SURVEY CONTROL
 AC3357
 AC3357  NGVD 29 (09/01/92)    1.530  (m)            5.02   (f) ADJUSTED    2 1
 AC3357
 AC3357.Superseded values are not recommended for survey control.
 AC3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3357.See file dsdata.txt to determine how the superseded data were derived.
 AC3357
 AC3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH549735(NAD 83)
 AC3357_MARKER: DJ = TIDAL STATION DISK
 AC3357_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3357+WITH SETTING: PAVEMENT
 AC3357_SP_SET: CONCRETE PATIO
 AC3357_STAMPING: NO 1 1975
 AC3357_MARK LOGO: NOS   
 AC3357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3357+STABILITY: SURFACE MOTION
 AC3357
 AC3357  HISTORY     - Date     Condition        Report By
 AC3357  HISTORY     - 1975     MONUMENTED       NOS
 AC3357  HISTORY     - 1982     GOOD             FLDNR
 AC3357
 AC3357                          STATION DESCRIPTION
 AC3357
 AC3357'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3357'1.4 MI SW FROM KEY LARGO.
 AC3357'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTH ON U.S.
 AC3357'HIGHWAY 1 TO THE JUNCTION OF GRAND STREET, GO 0.3 MILE SOUTHEAST ON
 AC3357'GRAND STREET TO THE RESIDENCE AT 1128 GRAND STREET AND THE MARK.
 AC3357'THE MARK IS AT THE EAST CORNER OF THE HOUSE, 65.5 FEET NORTHWEST OF
 AC3357'THE SEAWALL RUNNING NORTHWEST/SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3356 ***********************************************************************
 AC3356  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3356  DESIGNATION -  872 3693 TIDAL 2
 AC3356  PID         -  AC3356
 AC3356  STATE/COUNTY-  FL/MONROE
 AC3356  USGS QUAD   -  ROCK HARBOR (1990)
 AC3356
 AC3356                         *CURRENT SURVEY CONTROL
 AC3356  ___________________________________________________________________
 AC3356* NAD 83(1986)-  25 04 37.     (N)    080 27 17.     (W)     SCALED    
 AC3356* NAVD 88     -         0.336  (meters)       1.10   (feet)  ADJUSTED  
 AC3356  ___________________________________________________________________
 AC3356  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AC3356  DYNAMIC HT  -           0.336 (meters)       1.10  (feet)  COMP
 AC3356  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 AC3356
 AC3356  VERT ORDER  -  SECOND    CLASS I
 AC3356
 AC3356.The horizontal coordinates were scaled from a topographic map and have
 AC3356.an estimated accuracy of +/- 6 seconds.
 AC3356
 AC3356.The orthometric height was determined by differential leveling
 AC3356.and adjusted by the National Geodetic Survey in June 1991..
 AC3356
 AC3356.This Tidal Bench Mark is designated as VM 5977
 AC3356.by the Center for Operational Oceanographic Products and Services.
 AC3356
 AC3356.The geoid height was determined by GEOID03.
 AC3356
 AC3356.The dynamic height is computed by dividing the NAVD 88
 AC3356.geopotential number by the normal gravity value computed on the
 AC3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3356.degrees latitude (g = 980.6199 gals.).
 AC3356
 AC3356.The modeled gravity was interpolated from observed gravity values.
 AC3356
 AC3356;                    North         East    Units  Estimated Accuracy
 AC3356;SPC FL E     -    82,480.      255,010.      MT  (+/- 180 meters Scaled)
 AC3356
 AC3356                          SUPERSEDED SURVEY CONTROL
 AC3356
 AC3356  NGVD 29 (09/01/92)    0.814  (m)            2.67   (f) ADJUSTED    2 1
 AC3356
 AC3356.Superseded values are not recommended for survey control.
 AC3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3356.See file dsdata.txt to determine how the superseded data were derived.
 AC3356
 AC3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH549735(NAD 83)
 AC3356_MARKER: DJ = TIDAL STATION DISK
 AC3356_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC3356_SP_SET: CONCRETE SEAWALL WALKWAY
 AC3356_STAMPING: NO 2 1975
 AC3356_MARK LOGO: NOS   
 AC3356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3356
 AC3356  HISTORY     - Date     Condition        Report By
 AC3356  HISTORY     - 1975     MONUMENTED       NOS
 AC3356  HISTORY     - 1982     GOOD             FLDNR
 AC3356
 AC3356                          STATION DESCRIPTION
 AC3356
 AC3356'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3356'1.4 MI SW FROM KEY LARGO.
 AC3356'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTH ON U.S.
 AC3356'HIGHWAY 1 TO THE JUNCTION OF GRAND STREET, GO 0.3 MILE SOUTHEAST ON
 AC3356'GRAND STREET TO THE RESIDENCE AT 1128 GRAND STREET AND THE MARK.
 AC3356'THE MARK IS SET FLUSH IN THE SEAWALL WALKWAY, 36.5 FEET WEST OF THE
 AC3356'SOUTH CORNER OF THE HOUSE, 32 FEET SOUTH-SOUTHEAST OF THE WEST CORNER
 AC3356'OF THE HOUSE.
 AC3356'THE MARK IS 1.9 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3358 ***********************************************************************
 AC3358  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3358  DESIGNATION -  872 3693 TIDAL 3
 AC3358  PID         -  AC3358
 AC3358  STATE/COUNTY-  FL/MONROE
 AC3358  USGS QUAD   -  ROCK HARBOR (1990)
 AC3358
 AC3358                         *CURRENT SURVEY CONTROL
 AC3358  ___________________________________________________________________
 AC3358* NAD 83(1986)-  25 04 37.     (N)    080 27 17.     (W)     SCALED    
 AC3358* NAVD 88     -         1.088  (meters)       3.57   (feet)  ADJUSTED  
 AC3358  ___________________________________________________________________
 AC3358  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AC3358  DYNAMIC HT  -           1.086 (meters)       3.56  (feet)  COMP
 AC3358  MODELED GRAV-     978,977.8   (mgal)                       NAVD 88
 AC3358
 AC3358  VERT ORDER  -  SECOND    CLASS I
 AC3358
 AC3358.The horizontal coordinates were scaled from a topographic map and have
 AC3358.an estimated accuracy of +/- 6 seconds.
 AC3358
 AC3358.The orthometric height was determined by differential leveling
 AC3358.and adjusted by the National Geodetic Survey in June 1991..
 AC3358
 AC3358.This Tidal Bench Mark is designated as VM 5978
 AC3358.by the Center for Operational Oceanographic Products and Services.
 AC3358
 AC3358.The geoid height was determined by GEOID03.
 AC3358
 AC3358.The dynamic height is computed by dividing the NAVD 88
 AC3358.geopotential number by the normal gravity value computed on the
 AC3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3358.degrees latitude (g = 980.6199 gals.).
 AC3358
 AC3358.The modeled gravity was interpolated from observed gravity values.
 AC3358
 AC3358;                    North         East    Units  Estimated Accuracy
 AC3358;SPC FL E     -    82,480.      255,010.      MT  (+/- 180 meters Scaled)
 AC3358
 AC3358                          SUPERSEDED SURVEY CONTROL
 AC3358
 AC3358  NGVD 29 (09/01/92)    1.566  (m)            5.14   (f) ADJUSTED    2 1
 AC3358
 AC3358.Superseded values are not recommended for survey control.
 AC3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3358.See file dsdata.txt to determine how the superseded data were derived.
 AC3358
 AC3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH549735(NAD 83)
 AC3358_MARKER: DJ = TIDAL STATION DISK
 AC3358_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3358+WITH SETTING: PAVEMENT
 AC3358_SP_SET: CONCRETE PATIO
 AC3358_STAMPING: NO 3 1975
 AC3358_MARK LOGO: NOS   
 AC3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3358+STABILITY: SURFACE MOTION
 AC3358
 AC3358  HISTORY     - Date     Condition        Report By
 AC3358  HISTORY     - 1975     MONUMENTED       NOS
 AC3358  HISTORY     - 1982     GOOD             FLDNR
 AC3358
 AC3358                          STATION DESCRIPTION
 AC3358
 AC3358'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3358'1.4 MI SW FROM KEY LARGO.
 AC3358'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTH ON U.S.
 AC3358'HIGHWAY 1 TO THE JUNCTION OF GRAND STREET, GO 0.3 MILE SOUTHEAST ON
 AC3358'GRAND STREET TO THE RESIDENCE AT 1128 GRAND STREET AND THE MARK.
 AC3358'THE MARK IS AT THE NORTHWEST ENTRANCE TO THE HOUSE, 19 FEET
 AC3358'NORTHEAST OF THE WEST CORNER OF THE HOUSE, 14.4 FEET SOUTHWEST OF THE
 AC3358'NORTH CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4720 ***********************************************************************
 AC4720  DESIGNATION -  872 3694 G TIDAL
 AC4720  PID         -  AC4720
 AC4720  STATE/COUNTY-  FL/MONROE
 AC4720  USGS QUAD   -  ROCK HARBOR (1990)
 AC4720
 AC4720                         *CURRENT SURVEY CONTROL
 AC4720  ___________________________________________________________________
 AC4720* NAD 83(1986)-  25 04 38.     (N)    080 26 33.     (W)     SCALED    
 AC4720* NAVD 88     -         0.517  (meters)       1.70   (feet)  ADJUSTED  
 AC4720  ___________________________________________________________________
 AC4720  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AC4720  DYNAMIC HT  -           0.517 (meters)       1.70  (feet)  COMP
 AC4720  MODELED GRAV-     978,977.7   (mgal)                       NAVD 88
 AC4720
 AC4720  VERT ORDER  -  FIRST     CLASS II
 AC4720
 AC4720.The horizontal coordinates were scaled from a topographic map and have
 AC4720.an estimated accuracy of +/- 6 seconds.
 AC4720
 AC4720.The orthometric height was determined by differential leveling
 AC4720.and adjusted by the National Geodetic Survey in May 1994..
 AC4720
 AC4720.The geoid height was determined by GEOID03.
 AC4720
 AC4720.The dynamic height is computed by dividing the NAVD 88
 AC4720.geopotential number by the normal gravity value computed on the
 AC4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4720.degrees latitude (g = 980.6199 gals.).
 AC4720
 AC4720.The modeled gravity was interpolated from observed gravity values.
 AC4720
 AC4720;                    North         East    Units  Estimated Accuracy
 AC4720;SPC FL E     -    82,510.      256,240.      MT  (+/- 180 meters Scaled)
 AC4720
 AC4720                          SUPERSEDED SURVEY CONTROL
 AC4720
 AC4720  NGVD 29 (09/01/92)    0.993  (m)            3.26   (f) ADJUSTED    1 2
 AC4720
 AC4720.Superseded values are not recommended for survey control.
 AC4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4720.See file dsdata.txt to determine how the superseded data were derived.
 AC4720
 AC4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH562736(NAD 83)
 AC4720_MARKER: DJ = TIDAL STATION DISK
 AC4720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4720_SP_SET: CONCRETE DOCK
 AC4720_STAMPING: 3694 G 1987
 AC4720_MARK LOGO: NOS   
 AC4720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4720+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4720
 AC4720  HISTORY     - Date     Condition        Report By
 AC4720  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4720
 AC4720                          STATION DESCRIPTION
 AC4720
 AC4720'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4720'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND OCEAN
 AC4720'BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR 0.75 MI (1.21
 AC4720'KM) TO THE INTERSECTION OF KAWANA YACHT CLUB ROAD, TURN RIGHT
 AC4720'(WEST)AND GO FOR .02 MI (0.03 KM) TO THE SECURITY GATE, THEN SOUTH
 AC4720'0.3 MI (0.5 KM) TO THE EAST SIDE OF THE MARINA AND THE MARK.  LOCATED
 AC4720'21.8 FT (6.6 M) NORTH OF THE CENTERLINE OF THE BOAT RAMP, 61.8 FT
 AC4720'(18.8 M) WEST OF THE CENTERLINE OF THE PAVED ROAD, 19.3 FT (5.9 M)
 AC4720'EAST OF THE EDGE OF THE DOCK AND 98.9 FT (30.1 M) NORTH NORTHEAST OF
 AC4720'BENCH MARK 3694 H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4721 ***********************************************************************
 AC4721  DESIGNATION -  872 3694 H TIDAL
 AC4721  PID         -  AC4721
 AC4721  STATE/COUNTY-  FL/MONROE
 AC4721  USGS QUAD   -  ROCK HARBOR (1990)
 AC4721
 AC4721                         *CURRENT SURVEY CONTROL
 AC4721  ___________________________________________________________________
 AC4721* NAD 83(1986)-  25 04 37.     (N)    080 26 33.     (W)     SCALED    
 AC4721* NAVD 88     -         0.492  (meters)       1.61   (feet)  ADJUSTED  
 AC4721  ___________________________________________________________________
 AC4721  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AC4721  DYNAMIC HT  -           0.491 (meters)       1.61  (feet)  COMP
 AC4721  MODELED GRAV-     978,977.7   (mgal)                       NAVD 88
 AC4721
 AC4721  VERT ORDER  -  FIRST     CLASS II
 AC4721
 AC4721.The horizontal coordinates were scaled from a topographic map and have
 AC4721.an estimated accuracy of +/- 6 seconds.
 AC4721
 AC4721.The orthometric height was determined by differential leveling
 AC4721.and adjusted by the National Geodetic Survey in May 1994..
 AC4721
 AC4721.The geoid height was determined by GEOID03.
 AC4721
 AC4721.The dynamic height is computed by dividing the NAVD 88
 AC4721.geopotential number by the normal gravity value computed on the
 AC4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4721.degrees latitude (g = 980.6199 gals.).
 AC4721
 AC4721.The modeled gravity was interpolated from observed gravity values.
 AC4721
 AC4721;                    North         East    Units  Estimated Accuracy
 AC4721;SPC FL E     -    82,480.      256,240.      MT  (+/- 180 meters Scaled)
 AC4721
 AC4721                          SUPERSEDED SURVEY CONTROL
 AC4721
 AC4721  NGVD 29 (09/01/92)    0.968  (m)            3.18   (f) ADJUSTED    1 2
 AC4721
 AC4721.Superseded values are not recommended for survey control.
 AC4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4721.See file dsdata.txt to determine how the superseded data were derived.
 AC4721
 AC4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH562735(NAD 83)
 AC4721_MARKER: DJ = TIDAL STATION DISK
 AC4721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC4721_SP_SET: CONCRETE DOCK
 AC4721_STAMPING: 3694 H 1987
 AC4721_MARK LOGO: NOS   
 AC4721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4721+STABILITY: SURFACE MOTION
 AC4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4721+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4721
 AC4721  HISTORY     - Date     Condition        Report By
 AC4721  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4721
 AC4721                          STATION DESCRIPTION
 AC4721
 AC4721'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4721'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND OCEAN
 AC4721'BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR 0.75 MI (1.21
 AC4721'KM) TO THE INTERSECTION OF KAWANA YACHT CLUB ROAD, TURN RIGHT (WEST)
 AC4721'ONTO THE YACHT CLUB ROAD FOR .02 MI (0.03 KM) TO THE SECURITY GATE,
 AC4721'THEN SOUTH 0.3 MI (0.5 KM) TO THE EAST SIDE OF THE MARINA AND THE
 AC4721'MARK.  LOCATED 43.7 FT (13.3 M) WEST OF THE CENTERLINE OF THE PAVED
 AC4721'ROAD, 53.7 FT (16.4 M) NORTH OF A CONCRETE BLOCK FENCE, 57.7 FT (17.6
 AC4721'M) SOUTH OF THE INSIDE CORNER OF THE BOAT RAMP AND 98.9 FT (30.1 M)
 AC4721'SOUTH SOUTHWEST OF BENCHMARK 3694 G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3352 ***********************************************************************
 AC3352  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3352  DESIGNATION -  872 3694 TIDAL 1 ERBA
 AC3352  PID         -  AC3352
 AC3352  STATE/COUNTY-  FL/MONROE
 AC3352  USGS QUAD   -  ROCK HARBOR (1990)
 AC3352
 AC3352                         *CURRENT SURVEY CONTROL
 AC3352  ___________________________________________________________________
 AC3352* NAD 83(1986)-  25 04 31.     (N)    080 26 35.     (W)     SCALED    
 AC3352* NAVD 88     -         1.444  (meters)       4.74   (feet)  ADJUSTED  
 AC3352  ___________________________________________________________________
 AC3352  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3352  DYNAMIC HT  -           1.442 (meters)       4.73  (feet)  COMP
 AC3352  MODELED GRAV-     978,977.6   (mgal)                       NAVD 88
 AC3352
 AC3352  VERT ORDER  -  SECOND    CLASS I
 AC3352
 AC3352.The horizontal coordinates were scaled from a topographic map and have
 AC3352.an estimated accuracy of +/- 6 seconds.
 AC3352
 AC3352.The orthometric height was determined by differential leveling
 AC3352.and adjusted by the National Geodetic Survey in June 1991..
 AC3352
 AC3352.This Tidal Bench Mark is designated as VM 5982
 AC3352.by the Center for Operational Oceanographic Products and Services.
 AC3352
 AC3352.The geoid height was determined by GEOID03.
 AC3352
 AC3352.The dynamic height is computed by dividing the NAVD 88
 AC3352.geopotential number by the normal gravity value computed on the
 AC3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3352.degrees latitude (g = 980.6199 gals.).
 AC3352
 AC3352.The modeled gravity was interpolated from observed gravity values.
 AC3352
 AC3352;                    North         East    Units  Estimated Accuracy
 AC3352;SPC FL E     -    82,300.      256,190.      MT  (+/- 180 meters Scaled)
 AC3352
 AC3352                          SUPERSEDED SURVEY CONTROL
 AC3352
 AC3352  NGVD 29 (09/01/92)    1.919  (m)            6.30   (f) ADJUSTED    2 1
 AC3352
 AC3352.Superseded values are not recommended for survey control.
 AC3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3352.See file dsdata.txt to determine how the superseded data were derived.
 AC3352
 AC3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561733(NAD 83)
 AC3352_MARKER: DJ = TIDAL STATION DISK
 AC3352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3352_SP_SET: CONCRETE CAP FOR STONE SEAWALL
 AC3352_STAMPING: TIDAL BM 1
 AC3352_MARK LOGO: ERBRWN
 AC3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3352+STABILITY: SURFACE MOTION
 AC3352
 AC3352  HISTORY     - Date     Condition        Report By
 AC3352  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3352  HISTORY     - 1982     GOOD             FLDNR
 AC3352
 AC3352                          STATION DESCRIPTION
 AC3352
 AC3352'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3352'IN KEY LARGO.
 AC3352'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3352'HIGHWAY 1) IN KEY LARGO, GO 0.75 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3352'ENTRANCE ROAD TO THE KAWANA YACHT CLUB, GO 0.05 MILE WEST ON THE
 AC3352'ENTRANCE ROAD TO A SECURITY GATE, GO 0.3 MILE SOUTH OF THE YACHT CLUB
 AC3352'DRIVE TO THE YACHT BASIN AND THE MARK.  THE MARK, AN E.R. BROWNELL AND
 AC3352'ASSOC. SURVEY DISK, IS AT THE SOUTH END OF THE MARINA IN THE SEAWALL
 AC3352'ON THE WEST SIDE OF THE CANAL, 263 FEET NORTH OF THE SOUTHERN END OF
 AC3352'A FILLED AREA, 18.8 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTHERNMOST
 AC3352'BOAT LANDING, 57.9 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 AC3352'AN APARTMENT BUILDING AT THE SOUTHWEST END OF THE MARINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3351 ***********************************************************************
 AC3351  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3351  DESIGNATION -  872 3694 TIDAL 2 ERBA
 AC3351  PID         -  AC3351
 AC3351  STATE/COUNTY-  FL/MONROE
 AC3351  USGS QUAD   -  ROCK HARBOR (1990)
 AC3351
 AC3351                         *CURRENT SURVEY CONTROL
 AC3351  ___________________________________________________________________
 AC3351* NAD 83(1986)-  25 04 31.     (N)    080 26 35.     (W)     SCALED    
 AC3351* NAVD 88     -         1.493  (meters)       4.90   (feet)  ADJUSTED  
 AC3351  ___________________________________________________________________
 AC3351  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3351  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 AC3351  MODELED GRAV-     978,977.6   (mgal)                       NAVD 88
 AC3351
 AC3351  VERT ORDER  -  SECOND    CLASS I
 AC3351
 AC3351.The horizontal coordinates were scaled from a topographic map and have
 AC3351.an estimated accuracy of +/- 6 seconds.
 AC3351
 AC3351.The orthometric height was determined by differential leveling
 AC3351.and adjusted by the National Geodetic Survey in June 1991..
 AC3351
 AC3351.This Tidal Bench Mark is designated as VM 5983
 AC3351.by the Center for Operational Oceanographic Products and Services.
 AC3351
 AC3351.The geoid height was determined by GEOID03.
 AC3351
 AC3351.The dynamic height is computed by dividing the NAVD 88
 AC3351.geopotential number by the normal gravity value computed on the
 AC3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3351.degrees latitude (g = 980.6199 gals.).
 AC3351
 AC3351.The modeled gravity was interpolated from observed gravity values.
 AC3351
 AC3351;                    North         East    Units  Estimated Accuracy
 AC3351;SPC FL E     -    82,300.      256,190.      MT  (+/- 180 meters Scaled)
 AC3351
 AC3351                          SUPERSEDED SURVEY CONTROL
 AC3351
 AC3351  NGVD 29 (09/01/92)    1.968  (m)            6.46   (f) ADJUSTED    2 1
 AC3351
 AC3351.Superseded values are not recommended for survey control.
 AC3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3351.See file dsdata.txt to determine how the superseded data were derived.
 AC3351
 AC3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561733(NAD 83)
 AC3351_MARKER: DJ = TIDAL STATION DISK
 AC3351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3351_SP_SET: CONCRETE CAP FOR STONE SEAWALL
 AC3351_STAMPING: TIDAL BM 2
 AC3351_MARK LOGO: ERBRWN
 AC3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3351+STABILITY: SURFACE MOTION
 AC3351
 AC3351  HISTORY     - Date     Condition        Report By
 AC3351  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3351  HISTORY     - 1982     GOOD             FLDNR
 AC3351
 AC3351                          STATION DESCRIPTION
 AC3351
 AC3351'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3351'IN KEY LARGO.
 AC3351'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3351'HIGHWAY 1) IN KEY LARGO, GO 0.75 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3351'ENTRANCE ROAD TO THE KAWANA YACHT CLUB, GO 0.05 MILE WEST ON THE
 AC3351'ENTRANCE ROAD TO A SECURITY GATE, GO 0.3 MILE SOUTH OF THE YACHT CLUB
 AC3351'DRIVE TO THE YACHT BASIN AND THE MARK.  THE MARK, AN E.R. BROWNELL AND
 AC3351'ASSOC. SURVEY DISK, IS AT THE SOUTHWEST END OF THE MARINA, 37.6 FEET
 AC3351'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN APARTMENT BUILDING,
 AC3351'86.4 FEET NORTH OF THE SOUTH END OF THE STONE SEAWALL, 17.6 FEET
 AC3351'NORTH OF THE NORTH EDGE OF THE SOUTHERNMOST BOAT LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3353 ***********************************************************************
 AC3353  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3353  DESIGNATION -  872 3694 TIDAL 3 ERBA
 AC3353  PID         -  AC3353
 AC3353  STATE/COUNTY-  FL/MONROE
 AC3353  USGS QUAD   -  ROCK HARBOR (1990)
 AC3353
 AC3353                         *CURRENT SURVEY CONTROL
 AC3353  ___________________________________________________________________
 AC3353* NAD 83(1986)-  25 04 31.     (N)    080 26 35.     (W)     SCALED    
 AC3353* NAVD 88     -         1.325  (meters)       4.35   (feet)  ADJUSTED  
 AC3353  ___________________________________________________________________
 AC3353  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AC3353  DYNAMIC HT  -           1.322 (meters)       4.34  (feet)  COMP
 AC3353  MODELED GRAV-     978,977.6   (mgal)                       NAVD 88
 AC3353
 AC3353  VERT ORDER  -  SECOND    CLASS I
 AC3353
 AC3353.The horizontal coordinates were scaled from a topographic map and have
 AC3353.an estimated accuracy of +/- 6 seconds.
 AC3353
 AC3353.The orthometric height was determined by differential leveling
 AC3353.and adjusted by the National Geodetic Survey in June 1991..
 AC3353
 AC3353.This Tidal Bench Mark is designated as VM 5984
 AC3353.by the Center for Operational Oceanographic Products and Services.
 AC3353
 AC3353.The geoid height was determined by GEOID03.
 AC3353
 AC3353.The dynamic height is computed by dividing the NAVD 88
 AC3353.geopotential number by the normal gravity value computed on the
 AC3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3353.degrees latitude (g = 980.6199 gals.).
 AC3353
 AC3353.The modeled gravity was interpolated from observed gravity values.
 AC3353
 AC3353;                    North         East    Units  Estimated Accuracy
 AC3353;SPC FL E     -    82,300.      256,190.      MT  (+/- 180 meters Scaled)
 AC3353
 AC3353                          SUPERSEDED SURVEY CONTROL
 AC3353
 AC3353  NGVD 29 (09/01/92)    1.800  (m)            5.91   (f) ADJUSTED    2 1
 AC3353
 AC3353.Superseded values are not recommended for survey control.
 AC3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3353.See file dsdata.txt to determine how the superseded data were derived.
 AC3353
 AC3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561733(NAD 83)
 AC3353_MARKER: DJ = TIDAL STATION DISK
 AC3353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3353_SP_SET: CONCRETE CAP FOR STONE SEAWALL
 AC3353_STAMPING: TIDAL BM 3
 AC3353_MARK LOGO: ERBRWN
 AC3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3353+STABILITY: SURFACE MOTION
 AC3353
 AC3353  HISTORY     - Date     Condition        Report By
 AC3353  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3353  HISTORY     - 1982     GOOD             FLDNR
 AC3353
 AC3353                          STATION DESCRIPTION
 AC3353
 AC3353'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3353'IN KEY LARGO.
 AC3353'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3353'HIGHWAY 1) IN KEY LARGO, GO 0.75 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3353'ENTRANCE ROAD TO THE KAWANA YACHT CLUB, GO 0.05 MILE WEST ON THE
 AC3353'ENTRANCE ROAD TO A SECURITY GATE, GO 0.3 MILE SOUTH OF THE YACHT CLUB
 AC3353'DRIVE TO THE YACHT BASIN AND THE MARK.  THE MARK, AN E.R. BROWNELL AND
 AC3353'ASSOC. SURVEY DISK, IS AT THE SOUTH END OF THE MARINA, IN THE EAST
 AC3353'SEAWALL FOR THE CANAL, 14.3 FEET SOUTH OF THE JUNCTION OF THE CANAL
 AC3353'SEAWALL AND THE MARINA SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1720 ***********************************************************************
 AA1720  DESIGNATION -  872 3706 F TIDAL
 AA1720  PID         -  AA1720
 AA1720  STATE/COUNTY-  FL/MONROE
 AA1720  USGS QUAD   -  GRASSY KEY (1990)
 AA1720
 AA1720                         *CURRENT SURVEY CONTROL
 AA1720  ___________________________________________________________________
 AA1720* NAD 83(1986)-  24 47 28.     (N)    080 53 04.     (W)     SCALED    
 AA1720* NAVD 88     -         6.032  (meters)      19.79   (feet)  ADJUSTED  
 AA1720  ___________________________________________________________________
 AA1720  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AA1720  DYNAMIC HT  -           6.022 (meters)      19.76  (feet)  COMP
 AA1720  MODELED GRAV-     978,972.1   (mgal)                       NAVD 88
 AA1720
 AA1720  VERT ORDER  -  FIRST     CLASS II
 AA1720
 AA1720.The horizontal coordinates were scaled from a topographic map and have
 AA1720.an estimated accuracy of +/- 6 seconds.
 AA1720
 AA1720.The orthometric height was determined by differential leveling
 AA1720.and adjusted by the National Geodetic Survey in May 1994..
 AA1720
 AA1720.The geoid height was determined by GEOID03.
 AA1720
 AA1720.The dynamic height is computed by dividing the NAVD 88
 AA1720.geopotential number by the normal gravity value computed on the
 AA1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1720.degrees latitude (g = 980.6199 gals.).
 AA1720
 AA1720.The modeled gravity was interpolated from observed gravity values.
 AA1720
 AA1720;                    North         East    Units  Estimated Accuracy
 AA1720;SPC FL E     -    50,710.      211,680.      MT  (+/- 180 meters Scaled)
 AA1720
 AA1720                          SUPERSEDED SURVEY CONTROL
 AA1720
 AA1720  NGVD 29 (09/01/92)    6.486  (m)           21.28   (f) ADJUSTED    1 2
 AA1720
 AA1720.Superseded values are not recommended for survey control.
 AA1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1720.See file dsdata.txt to determine how the superseded data were derived.
 AA1720
 AA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH116418(NAD 83)
 AA1720_MARKER: DJ = TIDAL STATION DISK
 AA1720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1720_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1720_STAMPING: 3906 F 1982
 AA1720_MARK LOGO: NOS   
 AA1720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1720+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA1720
 AA1720  HISTORY     - Date     Condition        Report By
 AA1720  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1720  HISTORY     - 19901019 GOOD             FLDNR
 AA1720
 AA1720                          STATION DESCRIPTION
 AA1720
 AA1720'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1720'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1720'U.S. HIGHWAY 1 FOR 4.9 MI (7.9 KM) TO THE SOUTHWEST END OF THE
 AA1720'BRIDGE OVER LONG KEY CHANNEL AND THE MARK.  LOCATED 21.4 FT (6.5 M)
 AA1720'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 7.35 FT (2.24 M)
 AA1720'NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL, 1.7 FT (0.5 M)
 AA1720'SOUTHWEST OF THE BRIDGE ABUTMENT AND 3.0 FT (0.9 M) ABOVE THE
 AA1720'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4705 ***********************************************************************
 AC4705  DESIGNATION -  872 3721 E TIDAL
 AC4705  PID         -  AC4705
 AC4705  STATE/COUNTY-  FL/MONROE
 AC4705  USGS QUAD   -  ROCK HARBOR (1990)
 AC4705
 AC4705                         *CURRENT SURVEY CONTROL
 AC4705  ___________________________________________________________________
 AC4705* NAD 83(1986)-  25 02 22.     (N)    080 29 45.     (W)     SCALED    
 AC4705* NAVD 88     -         2.603  (meters)       8.54   (feet)  ADJUSTED  
 AC4705  ___________________________________________________________________
 AC4705  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AC4705  DYNAMIC HT  -           2.599 (meters)       8.53  (feet)  COMP
 AC4705  MODELED GRAV-     978,978.6   (mgal)                       NAVD 88
 AC4705
 AC4705  VERT ORDER  -  FIRST     CLASS II
 AC4705
 AC4705.The horizontal coordinates were scaled from a topographic map and have
 AC4705.an estimated accuracy of +/- 6 seconds.
 AC4705
 AC4705.The orthometric height was determined by differential leveling
 AC4705.and adjusted by the National Geodetic Survey in May 1994..
 AC4705
 AC4705.The geoid height was determined by GEOID03.
 AC4705
 AC4705.The dynamic height is computed by dividing the NAVD 88
 AC4705.geopotential number by the normal gravity value computed on the
 AC4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4705.degrees latitude (g = 980.6199 gals.).
 AC4705
 AC4705.The modeled gravity was interpolated from observed gravity values.
 AC4705
 AC4705;                    North         East    Units  Estimated Accuracy
 AC4705;SPC FL E     -    78,310.      250,880.      MT  (+/- 180 meters Scaled)
 AC4705
 AC4705                          SUPERSEDED SURVEY CONTROL
 AC4705
 AC4705  NGVD 29 (09/01/92)    3.077  (m)           10.10   (f) ADJUSTED    1 2
 AC4705
 AC4705.Superseded values are not recommended for survey control.
 AC4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4705.See file dsdata.txt to determine how the superseded data were derived.
 AC4705
 AC4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH508694(NAD 83)
 AC4705_MARKER: DJ = TIDAL STATION DISK
 AC4705_SETTING: 66 = SET IN ROCK OUTCROP
 AC4705_SP_SET: ROCK OUTCROP
 AC4705_STAMPING: 3721 E 1988
 AC4705_MARK LOGO: NOS   
 AC4705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4705+STABILITY: POSITION/ELEVATION WELL
 AC4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4705+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AC4705
 AC4705  HISTORY     - Date     Condition        Report By
 AC4705  HISTORY     - 1988     MONUMENTED       FLDNR
 AC4705
 AC4705                          STATION DESCRIPTION
 AC4705
 AC4705'DESCRIBED BY FL DEPT OF NAT RES 1988
 AC4705'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER, GO NORTHEAST ON
 AC4705'U.S. HIGHWAY 1 FOR 2.4 MI (3.9 KM) TO THE INTERSECTION OF ADOBE CASA
 AC4705'COURT ROAD AND THE MARK SOUTHWEST OF THE INTERSECTION.  LOCATED 58.6
 AC4705'FT (17.9 M) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AC4705'U.S. HIGHWAY 1, 33.5 FT (10.2 M) SOUTH OF THE CENTERLINE OF ADOBE
 AC4705'CASA COURT ROAD, 28.0 FT (8.5 M) NORTH NORTHWEST OF POWER POLE 16151
 AC4705'AND 175.5 FT (53.5 M) NORTH OF BENCHMARK 872 3721 NO 4 1975.  NOTE--
 AC4705'THE MARK WAS SET IN THE SAME GENERAL LOCATION AS 872 3721 NO 3 1975,
 AC4705'WHICH WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4704 ***********************************************************************
 AC4704  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4704  DESIGNATION -  872 3721 TIDAL 4
 AC4704  PID         -  AC4704
 AC4704  STATE/COUNTY-  FL/MONROE
 AC4704  USGS QUAD   -  ROCK HARBOR (1990)
 AC4704
 AC4704                         *CURRENT SURVEY CONTROL
 AC4704  ___________________________________________________________________
 AC4704* NAD 83(1986)-  25 02 20.     (N)    080 29 39.     (W)     SCALED    
 AC4704* NAVD 88     -         2.384  (meters)       7.82   (feet)  ADJUSTED  
 AC4704  ___________________________________________________________________
 AC4704  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AC4704  DYNAMIC HT  -           2.380 (meters)       7.81  (feet)  COMP
 AC4704  MODELED GRAV-     978,978.6   (mgal)                       NAVD 88
 AC4704
 AC4704  VERT ORDER  -  FIRST     CLASS II
 AC4704
 AC4704.The horizontal coordinates were scaled from a topographic map and have
 AC4704.an estimated accuracy of +/- 6 seconds.
 AC4704
 AC4704.The orthometric height was determined by differential leveling
 AC4704.and adjusted by the National Geodetic Survey in May 1994..
 AC4704
 AC4704.This Tidal Bench Mark is designated as VM 5988
 AC4704.by the Center for Operational Oceanographic Products and Services.
 AC4704
 AC4704.The geoid height was determined by GEOID03.
 AC4704
 AC4704.The dynamic height is computed by dividing the NAVD 88
 AC4704.geopotential number by the normal gravity value computed on the
 AC4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4704.degrees latitude (g = 980.6199 gals.).
 AC4704
 AC4704.The modeled gravity was interpolated from observed gravity values.
 AC4704
 AC4704;                    North         East    Units  Estimated Accuracy
 AC4704;SPC FL E     -    78,240.      251,050.      MT  (+/- 180 meters Scaled)
 AC4704
 AC4704                          SUPERSEDED SURVEY CONTROL
 AC4704
 AC4704  NGVD 29 (09/01/92)    2.857  (m)            9.37   (f) ADJUSTED    1 2
 AC4704
 AC4704.Superseded values are not recommended for survey control.
 AC4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4704.See file dsdata.txt to determine how the superseded data were derived.
 AC4704
 AC4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH510693(NAD 83)
 AC4704_MARKER: DJ = TIDAL STATION DISK
 AC4704_SETTING: 66 = SET IN ROCK OUTCROP
 AC4704_SP_SET: ROCK OUTCROP
 AC4704_STAMPING: NO 4 1975
 AC4704_MARK LOGO: NOS   
 AC4704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4704+STABILITY: POSITION/ELEVATION WELL
 AC4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4704+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1990
 AC4704
 AC4704  HISTORY     - Date     Condition        Report By
 AC4704  HISTORY     - 1975     MONUMENTED       NOS
 AC4704  HISTORY     - 19901116 GOOD             FLDNR
 AC4704
 AC4704                          STATION DESCRIPTION
 AC4704
 AC4704'DESCRIBED BY FL DEPT OF NAT RES 1990
 AC4704'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER, GO NORTHEAST ON
 AC4704'U.S. HIGHWAY 1 FOR 2.35 MI (3.78 KM) TO GLANDER MARINE SUPPLIES
 AC4704'STORE ON THE RIGHT, THE MARK IS SET IN THE MEDIAN BETWEEN THE NORTH
 AC4704'AND SOUTHBOUND LANES OF U.S. HIGHWAY 1 IN FRONT OF THE NORTHEAST
 AC4704'CORNER OF THE MARINE STORE.  LOCATED 221.5 FT (67.5 M) SOUTHWEST OF
 AC4704'THE SOUTHWEST EDGE OF THE MEDIAN CROSSOVER FOR ADOBE CASA COURT ROAD,
 AC4704'34.5 FT (10.5 M) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE
 AC4704'OF U.S. HIGHWAY 1, 36.3 FT (11.1 M) SOUTHEAST OF THE CENTERLINE OF
 AC4704'THE SOUTHBOUND LANE OF U.S. HIGHWAY 1 AND 175.5 FT (53.5 M) SOUTH OF
 AC4704'BENCHMARK 872 3721 E 1988.  NOTE--THIS MARK HAD BEEN REPORTED NOT
 AC4704'FOUND IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4702 ***********************************************************************
 AC4702  DESIGNATION -  872 3741 F TIDAL
 AC4702  PID         -  AC4702
 AC4702  STATE/COUNTY-  FL/MONROE
 AC4702  USGS QUAD   -  TAVERNIER (1971)
 AC4702
 AC4702                         *CURRENT SURVEY CONTROL
 AC4702  ___________________________________________________________________
 AC4702* NAD 83(1986)-  25 00 43.     (N)    080 31 05.     (W)     SCALED    
 AC4702* NAVD 88     -        -0.198  (meters)      -0.65   (feet)  ADJUSTED  
 AC4702  ___________________________________________________________________
 AC4702  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AC4702  DYNAMIC HT  -          -0.198 (meters)      -0.65  (feet)  COMP
 AC4702  MODELED GRAV-     978,978.2   (mgal)                       NAVD 88
 AC4702
 AC4702  VERT ORDER  -  FIRST     CLASS II
 AC4702
 AC4702.The horizontal coordinates were scaled from a topographic map and have
 AC4702.an estimated accuracy of +/- 6 seconds.
 AC4702
 AC4702.The orthometric height was determined by differential leveling
 AC4702.and adjusted by the National Geodetic Survey in May 1994..
 AC4702
 AC4702.The geoid height was determined by GEOID03.
 AC4702
 AC4702.The dynamic height is computed by dividing the NAVD 88
 AC4702.geopotential number by the normal gravity value computed on the
 AC4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4702.degrees latitude (g = 980.6199 gals.).
 AC4702
 AC4702.The modeled gravity was interpolated from observed gravity values.
 AC4702
 AC4702;                    North         East    Units  Estimated Accuracy
 AC4702;SPC FL E     -    75,250.      248,650.      MT  (+/- 180 meters Scaled)
 AC4702
 AC4702                          SUPERSEDED SURVEY CONTROL
 AC4702
 AC4702  NGVD 29 (09/01/92)    0.274  (m)            0.90   (f) ADJUSTED    1 2
 AC4702
 AC4702.Superseded values are not recommended for survey control.
 AC4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4702.See file dsdata.txt to determine how the superseded data were derived.
 AC4702
 AC4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH486663(NAD 83)
 AC4702_MARKER: DJ = TIDAL STATION DISK
 AC4702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC4702_SP_SET: DRAIN PIPE FOUNDATION
 AC4702_STAMPING: 3741 F 1987
 AC4702_MARK LOGO: NOS   
 AC4702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC4702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4702+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 AC4702
 AC4702  HISTORY     - Date     Condition        Report By
 AC4702  HISTORY     - 1987     MONUMENTED       NOS
 AC4702  HISTORY     - 19901115 GOOD             FLDNR
 AC4702  HISTORY     - 20050517 GOOD             PB
 AC4702
 AC4702                          STATION DESCRIPTION
 AC4702
 AC4702'DESCRIBED BY FL DEPT OF NAT RES 1990
 AC4702'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER, GO NORTH ON
 AC4702'JO-JEAN WAY 1.1 MI (1.8 KM) TO THE DEAD END AT FLORIDA BAY AND THE
 AC4702'MARK ON THE RIGHT, SET IN THE FOUNDATION OF A DRAIN PIPE EXTENDING
 AC4702'INTO THE BAY.  LOCATED 26.2 FT (8.0 M) NORTH OF THE DEAD END GUARD
 AC4702'RAIL, 15.0 FT (4.6 M) SOUTH OF THE PIPE OUTLET, 17.5 FT (5.3 M) EAST
 AC4702'OF THE EXTENDED CENTERLINE OF THE BOAT RAMP AT THE END OF JO-JEAN WAY
 AC4702'AND APPROXIMATELY 80 FT (24.4 M) WEST OF BENCH MARK W 327.
 AC4702
 AC4702                          STATION RECOVERY (2005)
 AC4702
 AC4702'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC4702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3363 ***********************************************************************
 AC3363  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3363  DESIGNATION -  872 3747 F TIDAL
 AC3363  PID         -  AC3363
 AC3363  STATE/COUNTY-  FL/MONROE
 AC3363  USGS QUAD   -  TAVERNIER (1971)
 AC3363
 AC3363                         *CURRENT SURVEY CONTROL
 AC3363  ___________________________________________________________________
 AC3363* NAD 83(1990)-  25 00 16.98189(N)    080 31 18.67542(W)     ADJUSTED  
 AC3363* NAVD 88     -         2.194  (meters)       7.20   (feet)  ADJUSTED  
 AC3363  ___________________________________________________________________
 AC3363  X           -     952,422.078 (meters)                     COMP
 AC3363  Y           -  -5,704,816.361 (meters)                     COMP
 AC3363  Z           -   2,679,538.882 (meters)                     COMP
 AC3363  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AC3363  ELLIP HEIGHT-         -21.65  (meters)          (09/10/92) GPS OBS
 AC3363  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AC3363  DYNAMIC HT  -           2.190 (meters)       7.18  (feet)  COMP
 AC3363  MODELED GRAV-     978,978.6   (mgal)                       NAVD 88
 AC3363
 AC3363  HORZ ORDER  -  SECOND
 AC3363  VERT ORDER  -  FIRST     CLASS II
 AC3363  ELLP ORDER  -  FOURTH    CLASS II
 AC3363
 AC3363.The horizontal coordinates were established by GPS observations
 AC3363.and adjusted by the National Geodetic Survey in September 1992..
 AC3363
 AC3363.The orthometric height was determined by differential leveling
 AC3363.and adjusted by the National Geodetic Survey in May 1994..
 AC3363
 AC3363.This Tidal Bench Mark is designated as VM 6003
 AC3363.by the Center for Operational Oceanographic Products and Services.
 AC3363
 AC3363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC3363
 AC3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3363
 AC3363.The ellipsoidal height was determined by GPS observations
 AC3363.and is referenced to NAD 83.
 AC3363
 AC3363.The geoid height was determined by GEOID03.
 AC3363
 AC3363.The dynamic height is computed by dividing the NAVD 88
 AC3363.geopotential number by the normal gravity value computed on the
 AC3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3363.degrees latitude (g = 980.6199 gals.).
 AC3363
 AC3363.The modeled gravity was interpolated from observed gravity values.
 AC3363
 AC3363;                    North         East     Units Scale Factor Converg.
 AC3363;SPC FL E     -    74,448.593   248,264.534   MT  0.99996993   +0 12 07.6
 AC3363;SPC FL E     -   244,253.43    814,514.56   sFT  0.99996993   +0 12 07.6
 AC3363;UTM  17      - 2,765,555.173   548,248.066   MT  0.99962875   +0 12 07.6
 AC3363
 AC3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3363!SPC FL E     -   1.00000340  x   0.99996993  =   0.99997333
 AC3363!UTM  17      -   1.00000340  x   0.99962875  =   0.99963215
 AC3363
 AC3363                          SUPERSEDED SURVEY CONTROL
 AC3363
 AC3363  NAVD 88 (06/15/91)    2.200  (m)            7.22   (f) UNKNOWN     1 2
 AC3363  NGVD 29 (09/01/92)    2.668  (m)            8.75   (f) ADJUSTED    1 2
 AC3363
 AC3363.Superseded values are not recommended for survey control.
 AC3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3363.See file dsdata.txt to determine how the superseded data were derived.
 AC3363
 AC3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4824865555(NAD 83)
 AC3363_MARKER: DJ = TIDAL STATION DISK
 AC3363_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3363_SP_SET: CONCRETE BASE FOR MANHOLE
 AC3363_STAMPING: 3747 F 1982
 AC3363_MARK LOGO: NOS   
 AC3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3363+STABILITY: SURFACE MOTION
 AC3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3363+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1991
 AC3363
 AC3363  HISTORY     - Date     Condition        Report By
 AC3363  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3363  HISTORY     - 19901115 GOOD             FLDNR
 AC3363  HISTORY     - 19911119 GOOD             NOS
 AC3363  HISTORY     - 20050517 POOR             PB
 AC3363
 AC3363                          STATION DESCRIPTION
 AC3363
 AC3363'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3363'IN TAVERNIER.
 AC3363'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3363'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 0.6 MILE
 AC3363'SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS
 AC3363'SET IN THE WEST CORNER OF A 20-FOOT BY 11-FOOT CONCRETE
 AC3363'FOUNDATION FOR THE WATER PIPE LINE.  THE MARK BEARS 72 FEET
 AC3363'NORTH-NORTHWEST OF THE INTERSECTION OF THE NORTHBOUND
 AC3363'LANE OF U.S. HIGHWAY 1 AND OCEAN BOULEVARD, 8.3 FEET
 AC3363'SOUTH-SOUTHEAST OF THE CURB OF THE SOUTHBOUND LANE OF U.S.
 AC3363'HIGHWAY 1 AND ACROSS THE SOUTHBOUND LANE OF U.S. 1 AND
 AC3363'SOUTHEAST OF MCDONALDS RESTAURANT.
 AC3363
 AC3363                          STATION RECOVERY (1990)
 AC3363
 AC3363'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC3363'RECOVERED IN GOOD CONDITION EXCEPT CHANGE SOUTHEAST OF MCDONALDS TO
 AC3363'NORTHEAST OF MCDONALDS RESTAURANT.
 AC3363
 AC3363                          STATION RECOVERY (1991)
 AC3363
 AC3363'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AC3363'STATION IS LOCATED ON KEY LARGO IN THE TOWN OF TAVERNIER, AND IN THE
 AC3363'MEDIANSTRIP OF US HIGHWAY 1.
 AC3363'TO REACH FROM THE NEW TAVERNIER POST
 AC3363'OFFICE GO SW ON US HWY 1 FOR 0.6 MI (0.97 KM) TO STATION ON LEFT IN
 AC3363'THE MEDIAN STRIP AND ACROSS FROM AN ECKERD DRUG STORE.
 AC3363'THE STATION IS
 AC3363'MARKED BY A NOS TIDAL BM DISK STAMPED 3747 F 1982 CEMENTED INTO A
 AC3363'DRILL HOLE IN A RECTANGULAR CONCRETE SLAB THAT IS 6.0 M (19.68 FT) BY
 AC3363'3.3 M (10.83 FT) AND NEAR THE SW CORNER OF THE SLAB. STATION IS 13.9 M
 AC3363'(45.60 FT) NE OF NE EDGE OF THE TURN AROUND FOR US HIGHWAY 1, 10.7 M
 AC3363'(35.10 FT) NW OF NW CURB OF NORTHBOUND US HWY 1, 2.35 M (7.71 FT) SE
 AC3363'OF SE CURB OF SOUTHBOUND US HWY 1 AND O.35 M (1.15 FT) NE OF SW CORNER
 AC3363'OF THE CONCRETE SLAB. THE STATION IS SET FLUSH WITH THE SLAB AND
 AC3363'STAMPED 3747F.
 AC3363
 AC3363                          STATION RECOVERY (2005)
 AC3363
 AC3363'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC3363'THE NOS DISC AS DESCRIBED BY THE NATIONAL OCEAN SERVICE HAS BEEN
 AC3363'REMOVED. THE UNDERLYING CONCRETE SLAB APPEARS TO BE IN GOOD CONDITION
 AC3363'AND DOES NOT INDICATE ANY STRUCTURAL DAMAGE TO SAME. THE DRILL HOLE IN
 AC3363'WHICH THE DISC HAD BEEN EMBEDDED IS APPARENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3364 ***********************************************************************
 AC3364  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3364  DESIGNATION -  872 3747 G TIDAL
 AC3364  PID         -  AC3364
 AC3364  STATE/COUNTY-  FL/MONROE
 AC3364  USGS QUAD   -  TAVERNIER (1971)
 AC3364
 AC3364                         *CURRENT SURVEY CONTROL
 AC3364  ___________________________________________________________________
 AC3364* NAD 83(1986)-  25 00 19.     (N)    080 30 59.     (W)     SCALED    
 AC3364* NAVD 88     -         0.731  (meters)       2.40   (feet)  ADJUSTED  
 AC3364  ___________________________________________________________________
 AC3364  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AC3364  DYNAMIC HT  -           0.730 (meters)       2.40  (feet)  COMP
 AC3364  MODELED GRAV-     978,978.6   (mgal)                       NAVD 88
 AC3364
 AC3364  VERT ORDER  -  SECOND    CLASS I
 AC3364
 AC3364.The horizontal coordinates were scaled from a topographic map and have
 AC3364.an estimated accuracy of +/- 6 seconds.
 AC3364
 AC3364.The orthometric height was determined by differential leveling
 AC3364.and adjusted by the National Geodetic Survey in June 1991..
 AC3364
 AC3364.This Tidal Bench Mark is designated as VM 6004
 AC3364.by the Center for Operational Oceanographic Products and Services.
 AC3364
 AC3364.The geoid height was determined by GEOID03.
 AC3364
 AC3364.The dynamic height is computed by dividing the NAVD 88
 AC3364.geopotential number by the normal gravity value computed on the
 AC3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3364.degrees latitude (g = 980.6199 gals.).
 AC3364
 AC3364.The modeled gravity was interpolated from observed gravity values.
 AC3364
 AC3364;                    North         East    Units  Estimated Accuracy
 AC3364;SPC FL E     -    74,510.      248,820.      MT  (+/- 180 meters Scaled)
 AC3364
 AC3364                          SUPERSEDED SURVEY CONTROL
 AC3364
 AC3364  NGVD 29 (09/01/92)    1.199  (m)            3.93   (f) ADJUSTED    2 1
 AC3364
 AC3364.Superseded values are not recommended for survey control.
 AC3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3364.See file dsdata.txt to determine how the superseded data were derived.
 AC3364
 AC3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH487656(NAD 83)
 AC3364_MARKER: DJ = TIDAL STATION DISK
 AC3364_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3364+WITH SETTING: PAVEMENT
 AC3364_SP_SET: CONCRETE FOUNDATION
 AC3364_STAMPING: 3747 G 1982
 AC3364_MARK LOGO: NOS   
 AC3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3364+STABILITY: SURFACE MOTION
 AC3364
 AC3364  HISTORY     - Date     Condition        Report By
 AC3364  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3364
 AC3364                          STATION DESCRIPTION
 AC3364
 AC3364'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3364'IN TAVERNIER.
 AC3364'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 0.6 MILE
 AC3364'SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AC3364'IS SET IN A CONCRETE FOUNDATION FOR A POWER POLE.
 AC3364'THE MARK BEARS 35.1 FEET SOUTHEAST OF THE CENTERLINE
 AC3364'OF THE ACCESS ROAD (OLD U.S. HIGHWAY 1), 83.6 FEET
 AC3364'SOUTHEAST OF THE SOUTHEAST SIDE OF U.S. HIGHWAY 1,
 AC3364'APPROXIMATELY 370 FEET SOUTHWEST OF THE CENTERLINE
 AC3364'OF OCEAN BOULEVARD, AND ACROSS U.S. HIGHWAY 1 AND
 AC3364'SOUTH OF MCDONALDS RESTAURANT.
 AC3364'THE MARK IS 1.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0441 ***********************************************************************
 AC0441  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0441  DESIGNATION -  872 3747 TIDAL 1
 AC0441  PID         -  AC0441
 AC0441  STATE/COUNTY-  FL/MONROE
 AC0441  USGS QUAD   -  TAVERNIER (1971)
 AC0441
 AC0441                         *CURRENT SURVEY CONTROL
 AC0441  ___________________________________________________________________
 AC0441* NAD 83(1986)-  25 00 13.     (N)    080 31 02.     (W)     SCALED    
 AC0441* NAVD 88     -         0.610  (meters)       2.00   (feet)  ADJUSTED  
 AC0441  ___________________________________________________________________
 AC0441  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AC0441  DYNAMIC HT  -           0.609 (meters)       2.00  (feet)  COMP
 AC0441  MODELED GRAV-     978,978.6   (mgal)                       NAVD 88
 AC0441
 AC0441  VERT ORDER  -  FIRST     CLASS II
 AC0441
 AC0441.The horizontal coordinates were scaled from a topographic map and have
 AC0441.an estimated accuracy of +/- 6 seconds.
 AC0441
 AC0441.The orthometric height was determined by differential leveling
 AC0441.and adjusted by the National Geodetic Survey in June 1991..
 AC0441
 AC0441.This Tidal Bench Mark is designated as VM 6000
 AC0441.by the Center for Operational Oceanographic Products and Services.
 AC0441
 AC0441.The geoid height was determined by GEOID03.
 AC0441
 AC0441.The dynamic height is computed by dividing the NAVD 88
 AC0441.geopotential number by the normal gravity value computed on the
 AC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0441.degrees latitude (g = 980.6199 gals.).
 AC0441
 AC0441.The modeled gravity was interpolated from observed gravity values.
 AC0441
 AC0441;                    North         East    Units  Estimated Accuracy
 AC0441;SPC FL E     -    74,330.      248,730.      MT  (+/- 180 meters Scaled)
 AC0441
 AC0441                          SUPERSEDED SURVEY CONTROL
 AC0441
 AC0441  NGVD 29 (09/01/92)    1.081  (m)            3.55   (f) ADJUSTED    1 2
 AC0441
 AC0441.Superseded values are not recommended for survey control.
 AC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0441.See file dsdata.txt to determine how the superseded data were derived.
 AC0441
 AC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH487654(NAD 83)
 AC0441_MARKER: DJ = TIDAL STATION DISK
 AC0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC0441_STAMPING: NO 1 1935
 AC0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0441+STABILITY: SURFACE MOTION
 AC0441
 AC0441  HISTORY     - Date     Condition        Report By
 AC0441  HISTORY     - 1935     MONUMENTED       CGS
 AC0441  HISTORY     - 1966     GOOD             NGS
 AC0441  HISTORY     - 1970     GOOD             NGS
 AC0441  HISTORY     - 1979     GOOD             NGS
 AC0441
 AC0441                          STATION DESCRIPTION
 AC0441
 AC0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0441'0.7 MI S FROM TAVERNIER.
 AC0441'ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC0441'OFFICE AT TAVERNIER, THENCE ABOUT 0.25 MILE SOUTHEAST ALONG
 AC0441'LOWE STREET, ON DRESSING POINT, IN THE LAWN OF A RESIDENCE
 AC0441'PRESENTLY OWNED BY MRS. DRESSING, 67 FEET SOUTH OF THE CENTER
 AC0441'LINE OF LOWE STREET, 36.5 FEET EAST OF THE CENTER LINE OF DRIVE
 AC0441'TO HOUSE, 41 1/2 FEET SOUTH OF A POWER POLE, 18.1 FEET NORTH OF
 AC0441'THE NORTHEAST CORNER OF THE HOUSE, 1 FOOT WEST OF THE EXTENDED
 AC0441'EAST WALL OF HOUSE, 48.2 FEET NORTHWEST OF A 2-INCH IRON PIPE
 AC0441'WHICH SUPPORTS A GAS YARD LIGHT, ABOUT LEVEL WITH THE STREET
 AC0441'AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT UNDERGROUND.
 AC0441
 AC0441                          STATION RECOVERY (1970)
 AC0441
 AC0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC0441'RECOVERED IN GOOD CONDITION.
 AC0441
 AC0441                          STATION RECOVERY (1979)
 AC0441
 AC0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC0441'OMIT PRESENTLY OWNED BY MRS.DRESSING
 AC0441'ADD PRESENTLY OWNED BY DR. M.E.SCHNEIDER
 AC0441'OMIT 48.2 FEET NORTHWEST OF A 2 INCH IRON PIPE WHICH SUPPORTS A GAS
 AC0441'YARD LIGHT.
 AC0441'ADD 16 FEET SOUTHEAST OF A 12 PALM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4637 ***********************************************************************
 AC4637  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4637  DESIGNATION -  872 3748 D TIDAL
 AC4637  PID         -  AC4637
 AC4637  STATE/COUNTY-  FL/MONROE
 AC4637  USGS QUAD   -  TAVERNIER (1971)
 AC4637
 AC4637                         *CURRENT SURVEY CONTROL
 AC4637  ___________________________________________________________________
 AC4637* NAD 83(1986)-  25 00 08.     (N)    080 31 39.     (W)     SCALED    
 AC4637* NAVD 88     -         6.742  (meters)      22.12   (feet)  ADJUSTED  
 AC4637  ___________________________________________________________________
 AC4637  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AC4637  DYNAMIC HT  -           6.730 (meters)      22.08  (feet)  COMP
 AC4637  MODELED GRAV-     978,978.4   (mgal)                       NAVD 88
 AC4637
 AC4637  VERT ORDER  -  SECOND    CLASS I
 AC4637
 AC4637.The horizontal coordinates were scaled from a topographic map and have
 AC4637.an estimated accuracy of +/- 6 seconds.
 AC4637
 AC4637.The orthometric height was determined by differential leveling
 AC4637.and adjusted by the National Geodetic Survey in June 1991..
 AC4637
 AC4637.This Tidal Bench Mark is designated as VM 6008
 AC4637.by the Center for Operational Oceanographic Products and Services.
 AC4637
 AC4637.The geoid height was determined by GEOID03.
 AC4637
 AC4637.The dynamic height is computed by dividing the NAVD 88
 AC4637.geopotential number by the normal gravity value computed on the
 AC4637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4637.degrees latitude (g = 980.6199 gals.).
 AC4637
 AC4637.The modeled gravity was interpolated from observed gravity values.
 AC4637
 AC4637;                    North         East    Units  Estimated Accuracy
 AC4637;SPC FL E     -    74,170.      247,700.      MT  (+/- 180 meters Scaled)
 AC4637
 AC4637                          SUPERSEDED SURVEY CONTROL
 AC4637
 AC4637  NGVD 29 (09/01/92)    7.214  (m)           23.67   (f) ADJUSTED    2 1
 AC4637
 AC4637.Superseded values are not recommended for survey control.
 AC4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4637.See file dsdata.txt to determine how the superseded data were derived.
 AC4637
 AC4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH476652(NAD 83)
 AC4637_MARKER: DD = SURVEY DISK
 AC4637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC4637_SP_SET: CONCRETE BRIDGE ABUTMENT
 AC4637_STAMPING: 3748 D
 AC4637_MARK LOGO: FLDT  
 AC4637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4637
 AC4637  HISTORY     - Date     Condition        Report By
 AC4637  HISTORY     - UNK      MONUMENTED       FLDT
 AC4637  HISTORY     - 1986     GOOD             FLDNR
 AC4637
 AC4637                          STATION DESCRIPTION
 AC4637
 AC4637'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4637'1.1 MI SW FROM TAVERNIER.
 AC4637'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.1 MILES SOUTHWEST ALONG
 AC4637'U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE TAVERNIER CREEK BRIDGE
 AC4637'AND THE MARK.  THE MARK BEARS 11.3 FEET WEST OF THE NORTHEAST END OF
 AC4637'A BRIDGE ABUTMENT, 20.7 FEET NORTH OF THE CENTERLINE OF U.S. 1, AND
 AC4637'32.3 FEET WEST OF A WOODEN LIGHT POLE.  THE MARK WAS STAMPED BY THIS
 AC4637'PARTY.
 AC4637'THE MARK IS 2.9 FT ABOVE U.S. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4636 ***********************************************************************
 AC4636  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4636  DESIGNATION -  872 3748 E TIDAL
 AC4636  PID         -  AC4636
 AC4636  STATE/COUNTY-  FL/MONROE
 AC4636  USGS QUAD   -  TAVERNIER (1971)
 AC4636
 AC4636                         *CURRENT SURVEY CONTROL
 AC4636  ___________________________________________________________________
 AC4636* NAD 83(1986)-  25 00 08.     (N)    080 31 47.     (W)     SCALED    
 AC4636* NAVD 88     -         6.709  (meters)      22.01   (feet)  ADJUSTED  
 AC4636  ___________________________________________________________________
 AC4636  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AC4636  DYNAMIC HT  -           6.698 (meters)      21.98  (feet)  COMP
 AC4636  MODELED GRAV-     978,978.3   (mgal)                       NAVD 88
 AC4636
 AC4636  VERT ORDER  -  SECOND    CLASS I
 AC4636
 AC4636.The horizontal coordinates were scaled from a topographic map and have
 AC4636.an estimated accuracy of +/- 6 seconds.
 AC4636
 AC4636.The orthometric height was determined by differential leveling
 AC4636.and adjusted by the National Geodetic Survey in June 1991..
 AC4636
 AC4636.This Tidal Bench Mark is designated as VM 6009
 AC4636.by the Center for Operational Oceanographic Products and Services.
 AC4636
 AC4636.The geoid height was determined by GEOID03.
 AC4636
 AC4636.The dynamic height is computed by dividing the NAVD 88
 AC4636.geopotential number by the normal gravity value computed on the
 AC4636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4636.degrees latitude (g = 980.6199 gals.).
 AC4636
 AC4636.The modeled gravity was interpolated from observed gravity values.
 AC4636
 AC4636;                    North         East    Units  Estimated Accuracy
 AC4636;SPC FL E     -    74,170.      247,470.      MT  (+/- 180 meters Scaled)
 AC4636
 AC4636                          SUPERSEDED SURVEY CONTROL
 AC4636
 AC4636  NGVD 29 (09/01/92)    7.182  (m)           23.56   (f) ADJUSTED    2 1
 AC4636
 AC4636.Superseded values are not recommended for survey control.
 AC4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4636.See file dsdata.txt to determine how the superseded data were derived.
 AC4636
 AC4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH474652(NAD 83)
 AC4636_MARKER: DD = SURVEY DISK
 AC4636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC4636_SP_SET: CONCRETE BRIDGE ABUTMENT
 AC4636_STAMPING: 3748 E
 AC4636_MARK LOGO: FLDT  
 AC4636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4636
 AC4636  HISTORY     - Date     Condition        Report By
 AC4636  HISTORY     - UNK      MONUMENTED       FLDT
 AC4636  HISTORY     - 1986     GOOD             FLDNR
 AC4636
 AC4636                          STATION DESCRIPTION
 AC4636
 AC4636'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4636'1.1 MI SW FROM TAVERNIER.
 AC4636'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.1 MILES SOUTHWEST ALONG
 AC4636'U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE TAVERNIER CREEK BRIDGE
 AC4636'AND THE MARK.  THE MARK BEARS 21.3 FEET NORTH OF THE CENTERLINE OF
 AC4636'U.S. 1, 1.1 FEET EAST OF THE NORTHWEST END OF THE BRIDGE, AND 9.5
 AC4636'FEET SOUTH OF A WOODEN ELECTRICAL POLE.  THE MARK WAS STAMPED BY THIS
 AC4636'PARTY.
 AC4636'THE MARK IS 2.9 FT ABOVE U.S. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4635 ***********************************************************************
 AC4635  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4635  DESIGNATION -  872 3748 F TIDAL
 AC4635  PID         -  AC4635
 AC4635  STATE/COUNTY-  FL/MONROE
 AC4635  USGS QUAD   -  TAVERNIER (1971)
 AC4635
 AC4635                         *CURRENT SURVEY CONTROL
 AC4635  ___________________________________________________________________
 AC4635* NAD 83(1986)-  25 00 07.     (N)    080 31 49.     (W)     SCALED    
 AC4635* NAVD 88     -         4.909  (meters)      16.11   (feet)  ADJUSTED  
 AC4635  ___________________________________________________________________
 AC4635  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AC4635  DYNAMIC HT  -           4.900 (meters)      16.08  (feet)  COMP
 AC4635  MODELED GRAV-     978,978.3   (mgal)                       NAVD 88
 AC4635
 AC4635  VERT ORDER  -  FIRST     CLASS II
 AC4635
 AC4635.The horizontal coordinates were scaled from a topographic map and have
 AC4635.an estimated accuracy of +/- 6 seconds.
 AC4635
 AC4635.The orthometric height was determined by differential leveling
 AC4635.and adjusted by the National Geodetic Survey in June 1991..
 AC4635
 AC4635.This Tidal Bench Mark is designated as VM 6010
 AC4635.by the Center for Operational Oceanographic Products and Services.
 AC4635
 AC4635.The geoid height was determined by GEOID03.
 AC4635
 AC4635.The dynamic height is computed by dividing the NAVD 88
 AC4635.geopotential number by the normal gravity value computed on the
 AC4635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4635.degrees latitude (g = 980.6199 gals.).
 AC4635
 AC4635.The modeled gravity was interpolated from observed gravity values.
 AC4635
 AC4635;                    North         East    Units  Estimated Accuracy
 AC4635;SPC FL E     -    74,140.      247,420.      MT  (+/- 180 meters Scaled)
 AC4635
 AC4635                          SUPERSEDED SURVEY CONTROL
 AC4635
 AC4635  NGVD 29 (09/01/92)    5.381  (m)           17.65   (f) ADJUSTED    1 2
 AC4635
 AC4635.Superseded values are not recommended for survey control.
 AC4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4635.See file dsdata.txt to determine how the superseded data were derived.
 AC4635
 AC4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH473652(NAD 83)
 AC4635_MARKER: DJ = TIDAL STATION DISK
 AC4635_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC4635_SP_SET: CONCRETE BASE FOR POWER POLE
 AC4635_STAMPING: 3748 F 1986
 AC4635_MARK LOGO: NOS   
 AC4635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4635+STABILITY: SURFACE MOTION
 AC4635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4635+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 AC4635
 AC4635  HISTORY     - Date     Condition        Report By
 AC4635  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4635  HISTORY     - 19901115 GOOD             FLDNR
 AC4635  HISTORY     - 19910417 GOOD             USPSQD
 AC4635  HISTORY     - 20051011 GOOD             PB
 AC4635
 AC4635                          STATION DESCRIPTION
 AC4635
 AC4635'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4635'1.2 MI SW FROM TAVERNIER.
 AC4635'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.2 MILES SOUTHWEST ALONG
 AC4635'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 0.1 MILE SOUTHWEST OF
 AC4635'THE TAVERNIER CREEK BRIDGE, 30.8 FEET SOUTH OF THE CENTERLINE OF U.S.
 AC4635'1, 27.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE
 AC4635'ABUTMENT FOR THE TAVERNIER CREEK BRIDGE, 10.0 FEET SOUTH OF A GUARD
 AC4635'RAIL, AND 27.3 FEET WEST OF THE SOUTHWEST CORNER THE WALKWAY.  THE
 AC4635'MARK IS SET IN THE 6 FOOT BASE OF POWER POLE 520.
 AC4635'THE MARK IS 3.0 FT BELOW U.S. 1.
 AC4635
 AC4635                          STATION RECOVERY (1990)
 AC4635
 AC4635'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC4635'RECOVERED IN GOOD CONDITION EXCEPT DELETE THE PART ABOUT 0.1 MI (0.2
 AC4635'KM) SOUTHWEST OF TAVERNIER CREEK BRIDGE.
 AC4635
 AC4635                          STATION RECOVERY (1991)
 AC4635
 AC4635'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC4635'RECOVERED IN GOOD CONDITION.
 AC4635
 AC4635                          STATION RECOVERY (2005)
 AC4635
 AC4635'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC4635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4634 ***********************************************************************
 AC4634  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4634  DESIGNATION -  872 3748 G TIDAL
 AC4634  PID         -  AC4634
 AC4634  STATE/COUNTY-  FL/MONROE
 AC4634  USGS QUAD   -  TAVERNIER (1971)
 AC4634
 AC4634                         *CURRENT SURVEY CONTROL
 AC4634  ___________________________________________________________________
 AC4634* NAD 83(1986)-  25 00 06.     (N)    080 31 57.     (W)     SCALED    
 AC4634* NAVD 88     -         1.625  (meters)       5.33   (feet)  ADJUSTED  
 AC4634  ___________________________________________________________________
 AC4634  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AC4634  DYNAMIC HT  -           1.623 (meters)       5.32  (feet)  COMP
 AC4634  MODELED GRAV-     978,978.2   (mgal)                       NAVD 88
 AC4634
 AC4634  VERT ORDER  -  SECOND    CLASS I
 AC4634
 AC4634.The horizontal coordinates were scaled from a topographic map and have
 AC4634.an estimated accuracy of +/- 6 seconds.
 AC4634
 AC4634.The orthometric height was determined by differential leveling
 AC4634.and adjusted by the National Geodetic Survey in June 1991..
 AC4634
 AC4634.This Tidal Bench Mark is designated as VM 6011
 AC4634.by the Center for Operational Oceanographic Products and Services.
 AC4634
 AC4634.The geoid height was determined by GEOID03.
 AC4634
 AC4634.The dynamic height is computed by dividing the NAVD 88
 AC4634.geopotential number by the normal gravity value computed on the
 AC4634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4634.degrees latitude (g = 980.6199 gals.).
 AC4634
 AC4634.The modeled gravity was interpolated from observed gravity values.
 AC4634
 AC4634;                    North         East    Units  Estimated Accuracy
 AC4634;SPC FL E     -    74,110.      247,190.      MT  (+/- 180 meters Scaled)
 AC4634
 AC4634                          SUPERSEDED SURVEY CONTROL
 AC4634
 AC4634  NGVD 29 (09/01/92)    2.098  (m)            6.88   (f) ADJUSTED    2 1
 AC4634
 AC4634.Superseded values are not recommended for survey control.
 AC4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4634.See file dsdata.txt to determine how the superseded data were derived.
 AC4634
 AC4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH471652(NAD 83)
 AC4634_MARKER: DJ = TIDAL STATION DISK
 AC4634_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC4634_SP_SET: CONCRETE BASE FOR POWER POLE
 AC4634_STAMPING: 3748 G 1986
 AC4634_MARK LOGO: NOS   
 AC4634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4634+STABILITY: POSITION/ELEVATION WELL
 AC4634
 AC4634  HISTORY     - Date     Condition        Report By
 AC4634  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4634  HISTORY     - 19910417 GOOD             USPSQD
 AC4634
 AC4634                          STATION DESCRIPTION
 AC4634
 AC4634'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4634'1.3 MI SW FROM TAVERNIER.
 AC4634'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.3 MILES SOUTHWEST ALONG
 AC4634'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 31.0 FEET SOUTH OF THE
 AC4634'CENTERLINE OF U.S. 1, 28.0 FEET NORTH OF THE CENTERLINE OF A SERVICE
 AC4634'ROAD, 77.0 FEET EAST OF THE CENTERLINE OF AN ACCESS ROAD FROM U.S. 1
 AC4634'TO THE SERVICE ROAD, AND 59.4 FEET NORTHWEST OF THE FRONT DOOR TO THE
 AC4634'TROPICAL CAFE.  THE MARK IS SET IN THE 6 FOOT BASE OF POWER POLE 522.
 AC4634'THE MARK IS 2.0 FT BELOW U.S. 1.
 AC4634
 AC4634                          STATION RECOVERY (1991)
 AC4634
 AC4634'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC4634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4638 ***********************************************************************
 AC4638  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4638  DESIGNATION -  872 3748 H TIDAL
 AC4638  PID         -  AC4638
 AC4638  STATE/COUNTY-  FL/MONROE
 AC4638  USGS QUAD   -  TAVERNIER (1971)
 AC4638
 AC4638                         *CURRENT SURVEY CONTROL
 AC4638  ___________________________________________________________________
 AC4638* NAD 83(1986)-  25 00 05.     (N)    080 32 04.     (W)     SCALED    
 AC4638* NAVD 88     -         0.794  (meters)       2.60   (feet)  ADJUSTED  
 AC4638  ___________________________________________________________________
 AC4638  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AC4638  DYNAMIC HT  -           0.792 (meters)       2.60  (feet)  COMP
 AC4638  MODELED GRAV-     978,978.1   (mgal)                       NAVD 88
 AC4638
 AC4638  VERT ORDER  -  SECOND    CLASS I
 AC4638
 AC4638.The horizontal coordinates were scaled from a topographic map and have
 AC4638.an estimated accuracy of +/- 6 seconds.
 AC4638
 AC4638.The orthometric height was determined by differential leveling
 AC4638.and adjusted by the National Geodetic Survey in June 1991..
 AC4638
 AC4638.This Tidal Bench Mark is designated as VM 6012
 AC4638.by the Center for Operational Oceanographic Products and Services.
 AC4638
 AC4638.The geoid height was determined by GEOID03.
 AC4638
 AC4638.The dynamic height is computed by dividing the NAVD 88
 AC4638.geopotential number by the normal gravity value computed on the
 AC4638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4638.degrees latitude (g = 980.6199 gals.).
 AC4638
 AC4638.The modeled gravity was interpolated from observed gravity values.
 AC4638
 AC4638;                    North         East    Units  Estimated Accuracy
 AC4638;SPC FL E     -    74,080.      247,000.      MT  (+/- 180 meters Scaled)
 AC4638
 AC4638                          SUPERSEDED SURVEY CONTROL
 AC4638
 AC4638  NGVD 29 (09/01/92)    1.266  (m)            4.15   (f) ADJUSTED    2 1
 AC4638
 AC4638.Superseded values are not recommended for survey control.
 AC4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4638.See file dsdata.txt to determine how the superseded data were derived.
 AC4638
 AC4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH469651(NAD 83)
 AC4638_MARKER: DJ = TIDAL STATION DISK
 AC4638_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4638+WITH SETTING: PAVEMENT
 AC4638_SP_SET: CONCRETE UNDERGROUND PAD
 AC4638_STAMPING: 3748 H 1986
 AC4638_MARK LOGO: NOS   
 AC4638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4638+STABILITY: SURFACE MOTION
 AC4638
 AC4638  HISTORY     - Date     Condition        Report By
 AC4638  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4638  HISTORY     - 19910417 GOOD             USPSQD
 AC4638
 AC4638                          STATION DESCRIPTION
 AC4638
 AC4638'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4638'1.4 MI SW FROM TAVERNIER.
 AC4638'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.4 MILES SOUTHWEST ALONG
 AC4638'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 65.0 FEET SOUTH OF THE
 AC4638'CENTERLINE OF U.S. 1, 15.5 FEET NORTH OF THE CENTERLINE OF A SERVICE
 AC4638'ROAD, 143 FEET WEST OF THE CONCRETE BASE OF A SIGN FOR KEYS MOTEL,
 AC4638'AND 144 FEET EAST OF POWER POLE 524.  THE MARK IS SET IN A 11 FOOT BY
 AC4638'11.5 FOOT CONCRETE PAD FOR AN ELECTRIC BOX.
 AC4638'THE MARK IS 1.0 FT BELOW SERVICE ROAD.
 AC4638
 AC4638                          STATION RECOVERY (1991)
 AC4638
 AC4638'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC4638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3366 ***********************************************************************
 AC3366  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3366  DESIGNATION -  872 3749 D TIDAL
 AC3366  PID         -  AC3366
 AC3366  STATE/COUNTY-  FL/MONROE
 AC3366  USGS QUAD   -  TAVERNIER (1971)
 AC3366
 AC3366                         *CURRENT SURVEY CONTROL
 AC3366  ___________________________________________________________________
 AC3366* NAD 83(1986)-  25 00 03.     (N)    080 32 09.     (W)     SCALED    
 AC3366* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 AC3366  ___________________________________________________________________
 AC3366  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AC3366  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 AC3366  MODELED GRAV-     978,978.1   (mgal)                       NAVD 88
 AC3366
 AC3366  VERT ORDER  -  SECOND    CLASS I
 AC3366
 AC3366.The horizontal coordinates were scaled from a topographic map and have
 AC3366.an estimated accuracy of +/- 6 seconds.
 AC3366
 AC3366.The orthometric height was determined by differential leveling
 AC3366.and adjusted by the National Geodetic Survey in June 1991..
 AC3366
 AC3366.This Tidal Bench Mark is designated as VM 6015
 AC3366.by the Center for Operational Oceanographic Products and Services.
 AC3366
 AC3366.The geoid height was determined by GEOID03.
 AC3366
 AC3366.The dynamic height is computed by dividing the NAVD 88
 AC3366.geopotential number by the normal gravity value computed on the
 AC3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3366.degrees latitude (g = 980.6199 gals.).
 AC3366
 AC3366.The modeled gravity was interpolated from observed gravity values.
 AC3366
 AC3366;                    North         East    Units  Estimated Accuracy
 AC3366;SPC FL E     -    74,010.      246,860.      MT  (+/- 180 meters Scaled)
 AC3366
 AC3366                          SUPERSEDED SURVEY CONTROL
 AC3366
 AC3366  NGVD 29 (09/01/92)    1.494  (m)            4.90   (f) ADJUSTED    2 1
 AC3366
 AC3366.Superseded values are not recommended for survey control.
 AC3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3366.See file dsdata.txt to determine how the superseded data were derived.
 AC3366
 AC3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH468651(NAD 83)
 AC3366_MARKER: DJ = TIDAL STATION DISK
 AC3366_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3366+WITH SETTING: PAVEMENT
 AC3366_SP_SET: CONCRETE BASE FOR A POWER POLE
 AC3366_STAMPING: 3749 D 1982 BSM
 AC3366_MARK LOGO: FLDNR 
 AC3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3366+STABILITY: SURFACE MOTION
 AC3366
 AC3366  HISTORY     - Date     Condition        Report By
 AC3366  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3366  HISTORY     - 1986     GOOD             FLDNR
 AC3366
 AC3366                          STATION DESCRIPTION
 AC3366
 AC3366'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3366'1.5 MI SW FROM TAVERNIER.
 AC3366'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY, GO 1.5 MILES
 AC3366'SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH IN THE
 AC3366'NORTHWEST SIDE OF A 5-FOOT DIAMETER CONCRETE BASE FOR A METAL POWER
 AC3366'POLE NUMBER 525.  THE MARK BEARS 0.35 MILE SOUTHWEST OF THE WEST
 AC3366'END OF THE BRIDGE OVER TAVERNIER CREEK, 53.7 FEET SOUTHEAST OF
 AC3366'THE CENTERLINE OF U.S. HIGHWAY 1, 27.6 FEET NORTHWEST OF THE
 AC3366'CENTERLINE OF OLD U.S. HIGHWAY 1, 60.3 FEET NORTH-NORTHWEST OF THE
 AC3366'NORTHWEST CORNER OF THE FISHING CENTER STORE, AND ACROSS U.S.
 AC3366'HIGHWAY 1 AND THE INTERSECTION OF SUNSHINE BOULEVARD.
 AC3366'THE MARK IS 1.5 FT ABOVE GROUND.
 AC3366
 AC3366                          STATION RECOVERY (1986)
 AC3366
 AC3366'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3365 ***********************************************************************
 AC3365  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3365  DESIGNATION -  872 3749 E TIDAL
 AC3365  PID         -  AC3365
 AC3365  STATE/COUNTY-  FL/MONROE
 AC3365  USGS QUAD   -  TAVERNIER (1971)
 AC3365
 AC3365                         *CURRENT SURVEY CONTROL
 AC3365  ___________________________________________________________________
 AC3365* NAD 83(1986)-  25 00 03.     (N)    080 32 09.     (W)     SCALED    
 AC3365* NAVD 88     -         0.851  (meters)       2.79   (feet)  ADJUSTED  
 AC3365  ___________________________________________________________________
 AC3365  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AC3365  DYNAMIC HT  -           0.850 (meters)       2.79  (feet)  COMP
 AC3365  MODELED GRAV-     978,978.1   (mgal)                       NAVD 88
 AC3365
 AC3365  VERT ORDER  -  FIRST     CLASS II
 AC3365
 AC3365.The horizontal coordinates were scaled from a topographic map and have
 AC3365.an estimated accuracy of +/- 6 seconds.
 AC3365
 AC3365.The orthometric height was determined by differential leveling
 AC3365.and adjusted by the National Geodetic Survey in June 1991..
 AC3365
 AC3365.This Tidal Bench Mark is designated as VM 6016
 AC3365.by the Center for Operational Oceanographic Products and Services.
 AC3365
 AC3365.The geoid height was determined by GEOID03.
 AC3365
 AC3365.The dynamic height is computed by dividing the NAVD 88
 AC3365.geopotential number by the normal gravity value computed on the
 AC3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3365.degrees latitude (g = 980.6199 gals.).
 AC3365
 AC3365.The modeled gravity was interpolated from observed gravity values.
 AC3365
 AC3365;                    North         East    Units  Estimated Accuracy
 AC3365;SPC FL E     -    74,010.      246,860.      MT  (+/- 180 meters Scaled)
 AC3365
 AC3365                          SUPERSEDED SURVEY CONTROL
 AC3365
 AC3365  NGVD 29 (09/01/92)    1.323  (m)            4.34   (f) ADJUSTED    1 2
 AC3365
 AC3365.Superseded values are not recommended for survey control.
 AC3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3365.See file dsdata.txt to determine how the superseded data were derived.
 AC3365
 AC3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH468651(NAD 83)
 AC3365_MARKER: DJ = TIDAL STATION DISK
 AC3365_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3365_SP_SET: CONCRETE BASE FOR MANHOLE
 AC3365_STAMPING: 3749 E 1982 BSM
 AC3365_MARK LOGO: FLDNR 
 AC3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3365+STABILITY: SURFACE MOTION
 AC3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3365+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AC3365
 AC3365  HISTORY     - Date     Condition        Report By
 AC3365  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3365  HISTORY     - 1986     GOOD             FLDNR
 AC3365  HISTORY     - 19901115 GOOD             FLDNR
 AC3365  HISTORY     - 19910417 GOOD             USPSQD
 AC3365  HISTORY     - 20060316 GOOD             PB
 AC3365
 AC3365                          STATION DESCRIPTION
 AC3365
 AC3365'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3365'1.55 MI SW FROM TAVERNIER.
 AC3365'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY, GO 1.55
 AC3365'MILES SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH
 AC3365'IN THE NORTHWEST SIDE OF A 5-FOOT DIAMETER CONCRETE BASE FOR A METAL
 AC3365'POWER POLE NUMBER 526.  THE MARK BEARS 0.4 MILE SOUTHWEST OF THE WEST
 AC3365'END OF THE BRIDGE OVER TAVERNIER CREEK, 53.5 FEET SOUTHEAST OF THE
 AC3365'CENTERLINE OF U.S. 1, 28 FEET NORTHWEST OF THE CENTERLINE OF OLD
 AC3365'U.S. 1, 91.5 FEET SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD,
 AC3365'ABOUT 350 FEET SOUTHWEST OF BENCH MARK 3749 D 1982 BSM AND ACROSS
 AC3365'U.S. HIGHWAY 1 FROM THE PLANT KEY MARINE SALES AND SERVICE BUILDING.
 AC3365'THE MARK IS 1.5 FT ABOVE GROUND.
 AC3365
 AC3365                          STATION RECOVERY (1986)
 AC3365
 AC3365'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3365'RECOVERED IN GOOD CONDITION.
 AC3365
 AC3365                          STATION RECOVERY (1990)
 AC3365
 AC3365'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC3365'RECOVERED IN GOOD CONDITION.
 AC3365
 AC3365                          STATION RECOVERY (1991)
 AC3365
 AC3365'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC3365'RECOVERED IN GOOD CONDITION.
 AC3365
 AC3365                          STATION RECOVERY (2006)
 AC3365
 AC3365'RECOVERY NOTE BY PBS&J 2006 (DWD)
 AC3365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3367 ***********************************************************************
 AC3367  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3367  DESIGNATION -  872 3749 TIDAL 1
 AC3367  PID         -  AC3367
 AC3367  STATE/COUNTY-  FL/MONROE
 AC3367  USGS QUAD   -  TAVERNIER (1971)
 AC3367
 AC3367                         *CURRENT SURVEY CONTROL
 AC3367  ___________________________________________________________________
 AC3367* NAD 83(1986)-  25 00 07.     (N)    080 32 35.     (W)     SCALED    
 AC3367* NAVD 88     -         1.033  (meters)       3.39   (feet)  ADJUSTED  
 AC3367  ___________________________________________________________________
 AC3367  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AC3367  DYNAMIC HT  -           1.031 (meters)       3.38  (feet)  COMP
 AC3367  MODELED GRAV-     978,977.7   (mgal)                       NAVD 88
 AC3367
 AC3367  VERT ORDER  -  SECOND    CLASS I
 AC3367
 AC3367.The horizontal coordinates were scaled from a topographic map and have
 AC3367.an estimated accuracy of +/- 6 seconds.
 AC3367
 AC3367.The orthometric height was determined by differential leveling
 AC3367.and adjusted by the National Geodetic Survey in June 1991..
 AC3367
 AC3367.This Tidal Bench Mark is designated as VM 6013
 AC3367.by the Center for Operational Oceanographic Products and Services.
 AC3367
 AC3367.The geoid height was determined by GEOID03.
 AC3367
 AC3367.The dynamic height is computed by dividing the NAVD 88
 AC3367.geopotential number by the normal gravity value computed on the
 AC3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3367.degrees latitude (g = 980.6199 gals.).
 AC3367
 AC3367.The modeled gravity was interpolated from observed gravity values.
 AC3367
 AC3367;                    North         East    Units  Estimated Accuracy
 AC3367;SPC FL E     -    74,130.      246,130.      MT  (+/- 180 meters Scaled)
 AC3367
 AC3367                          SUPERSEDED SURVEY CONTROL
 AC3367
 AC3367  NGVD 29 (09/01/92)    1.505  (m)            4.94   (f) ADJUSTED    2 1
 AC3367
 AC3367.Superseded values are not recommended for survey control.
 AC3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3367.See file dsdata.txt to determine how the superseded data were derived.
 AC3367
 AC3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH461652(NAD 83)
 AC3367_MARKER: DJ = TIDAL STATION DISK
 AC3367_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3367_SP_SET: CONCRETE FOUNDATION
 AC3367_STAMPING: NO 1 1975
 AC3367_MARK LOGO: NOS   
 AC3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3367+STABILITY: SURFACE MOTION
 AC3367
 AC3367  HISTORY     - Date     Condition        Report By
 AC3367  HISTORY     - 1975     MONUMENTED       NOS
 AC3367  HISTORY     - 1982     GOOD             FLDNR
 AC3367  HISTORY     - 19910417 MARK NOT FOUND   USPSQD
 AC3367
 AC3367                          STATION DESCRIPTION
 AC3367
 AC3367'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3367'IN PLANTATION.
 AC3367'IN PLANTATION,
 AC3367'BEGIN AT THE U.S. HIGHWAY 1 BRIDGE OVER TAVERNIER CREEK, GO 0.35
 AC3367'MILE WESTERLY ON U.S. 1 TO PLANTATION AVENUE, THENCE GO 0.3 MILE
 AC3367'WEST ON PLANTATION AVENUE TO THE LAST HOUSE ON THE NORTH SIDE OF
 AC3367'THE ROAD AND THE MARK.  THE MARK IS SET IN THE HOUSE FOUNDATION,
 AC3367'55.5 FEET NORTH OF THE CENTERLINE OF PLANTATION AVENUE, 28 FEET EAST
 AC3367'OF THE NORTH-SOUTH SEAWALL, AND 11 FEET SOUTHEAST OF THE WEST CORNER
 AC3367'OF THE HOUSE.
 AC3367
 AC3367                          STATION RECOVERY (1991)
 AC3367
 AC3367'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC3367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3368 ***********************************************************************
 AC3368  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3368  DESIGNATION -  872 3749 TIDAL 2
 AC3368  PID         -  AC3368
 AC3368  STATE/COUNTY-  FL/MONROE
 AC3368  USGS QUAD   -  TAVERNIER (1971)
 AC3368
 AC3368                         *CURRENT SURVEY CONTROL
 AC3368  ___________________________________________________________________
 AC3368* NAD 83(1986)-  25 00 07.     (N)    080 32 35.     (W)     SCALED    
 AC3368* NAVD 88     -         1.080  (meters)       3.54   (feet)  ADJUSTED  
 AC3368  ___________________________________________________________________
 AC3368  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AC3368  DYNAMIC HT  -           1.079 (meters)       3.54  (feet)  COMP
 AC3368  MODELED GRAV-     978,977.7   (mgal)                       NAVD 88
 AC3368
 AC3368  VERT ORDER  -  SECOND    CLASS I
 AC3368
 AC3368.The horizontal coordinates were scaled from a topographic map and have
 AC3368.an estimated accuracy of +/- 6 seconds.
 AC3368
 AC3368.The orthometric height was determined by differential leveling
 AC3368.and adjusted by the National Geodetic Survey in June 1991..
 AC3368
 AC3368.This Tidal Bench Mark is designated as VM 6014
 AC3368.by the Center for Operational Oceanographic Products and Services.
 AC3368
 AC3368.The geoid height was determined by GEOID03.
 AC3368
 AC3368.The dynamic height is computed by dividing the NAVD 88
 AC3368.geopotential number by the normal gravity value computed on the
 AC3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3368.degrees latitude (g = 980.6199 gals.).
 AC3368
 AC3368.The modeled gravity was interpolated from observed gravity values.
 AC3368
 AC3368;                    North         East    Units  Estimated Accuracy
 AC3368;SPC FL E     -    74,130.      246,130.      MT  (+/- 180 meters Scaled)
 AC3368
 AC3368                          SUPERSEDED SURVEY CONTROL
 AC3368
 AC3368  NGVD 29 (09/01/92)    1.552  (m)            5.09   (f) ADJUSTED    2 1
 AC3368
 AC3368.Superseded values are not recommended for survey control.
 AC3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3368.See file dsdata.txt to determine how the superseded data were derived.
 AC3368
 AC3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH461652(NAD 83)
 AC3368_MARKER: DJ = TIDAL STATION DISK
 AC3368_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3368+WITH SETTING: PAVEMENT
 AC3368_SP_SET: CONCRETE STEP
 AC3368_STAMPING: NO 2 1975
 AC3368_MARK LOGO: NOS   
 AC3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3368+STABILITY: SURFACE MOTION
 AC3368
 AC3368  HISTORY     - Date     Condition        Report By
 AC3368  HISTORY     - 1975     MONUMENTED       NOS
 AC3368  HISTORY     - 1982     GOOD             FLDNR
 AC3368  HISTORY     - 19910417 MARK NOT FOUND   USPSQD
 AC3368
 AC3368                          STATION DESCRIPTION
 AC3368
 AC3368'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3368'IN PLANTATION.
 AC3368'IN PLANTATION,
 AC3368'BEGIN AT THE U.S. HIGHWAY 1 BRIDGE OVER TAVERNIER CREEK, GO 0.35
 AC3368'MILE WESTERLY ON U.S. 1 TO PLANTATION AVENUE, THENCE GO 0.3 MILE WEST
 AC3368'ON PLANTATION AVENUE TO THE LAST HOUSE ON THE NORTH SIDE OF THE ROAD
 AC3368'AND THE MARK.  THE MARK IS SET IN THE CONCRETE BASE OF A STAIRWAY,
 AC3368'34 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE PATIO, AND 4
 AC3368'FEET WEST OF THE HOUSE.
 AC3368
 AC3368                          STATION RECOVERY (1991)
 AC3368
 AC3368'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC3368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3369 ***********************************************************************
 AC3369  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3369  DESIGNATION -  872 3749 TIDAL 3
 AC3369  PID         -  AC3369
 AC3369  STATE/COUNTY-  FL/MONROE
 AC3369  USGS QUAD   -  TAVERNIER (1971)
 AC3369
 AC3369                         *CURRENT SURVEY CONTROL
 AC3369  ___________________________________________________________________
 AC3369* NAD 83(1986)-  25 00 07.     (N)    080 32 35.     (W)     SCALED    
 AC3369* NAVD 88     -         0.582  (meters)       1.91   (feet)  ADJUSTED  
 AC3369  ___________________________________________________________________
 AC3369  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AC3369  DYNAMIC HT  -           0.581 (meters)       1.91  (feet)  COMP
 AC3369  MODELED GRAV-     978,977.7   (mgal)                       NAVD 88
 AC3369
 AC3369  VERT ORDER  -  SECOND    CLASS I
 AC3369
 AC3369.The horizontal coordinates were scaled from a topographic map and have
 AC3369.an estimated accuracy of +/- 6 seconds.
 AC3369
 AC3369.The orthometric height was determined by differential leveling
 AC3369.and adjusted by the National Geodetic Survey in June 1991..
 AC3369
 AC3369.This Tidal Bench Mark is designated as VM 15846
 AC3369.by the Center for Operational Oceanographic Products and Services.
 AC3369
 AC3369.The geoid height was determined by GEOID03.
 AC3369
 AC3369.The dynamic height is computed by dividing the NAVD 88
 AC3369.geopotential number by the normal gravity value computed on the
 AC3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3369.degrees latitude (g = 980.6199 gals.).
 AC3369
 AC3369.The modeled gravity was interpolated from observed gravity values.
 AC3369
 AC3369;                    North         East    Units  Estimated Accuracy
 AC3369;SPC FL E     -    74,130.      246,130.      MT  (+/- 180 meters Scaled)
 AC3369
 AC3369                          SUPERSEDED SURVEY CONTROL
 AC3369
 AC3369  NGVD 29 (09/01/92)    1.054  (m)            3.46   (f) ADJUSTED    2 1
 AC3369
 AC3369.Superseded values are not recommended for survey control.
 AC3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3369.See file dsdata.txt to determine how the superseded data were derived.
 AC3369
 AC3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH461652(NAD 83)
 AC3369_MARKER: DJ = TIDAL STATION DISK
 AC3369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3369_SP_SET: CONCRETE WALL
 AC3369_STAMPING: NO 3 1975
 AC3369_MARK LOGO: NOS   
 AC3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3369+STABILITY: SURFACE MOTION
 AC3369
 AC3369  HISTORY     - Date     Condition        Report By
 AC3369  HISTORY     - 1975     MONUMENTED       NOS
 AC3369  HISTORY     - 1982     GOOD             FLDNR
 AC3369
 AC3369                          STATION DESCRIPTION
 AC3369
 AC3369'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3369'IN PLANTATION.
 AC3369'IN PLANTATION,
 AC3369'BEGIN AT THE U.S. HIGHWAY 1 BRIDGE OVER TAVERNIER CREEK, GO
 AC3369'0.35 MILE WESTERLY ON U.S. 1 TO PLANTATION AVENUE, THENCE GO
 AC3369'0.3 MILE WEST ON PLANTATION AVENUE TO THE LAST HOUSE ON THE
 AC3369'NORTH SIDE OF THE ROAD AND THE MARK.  THE MARK BEARS 17.5 FEET
 AC3369'EAST OF THE EAST CORNER OF THE HOUSE, 19.1 FEET WEST OF THE
 AC3369'EAST EDGE OF THE PROPERTY, AND 24 FEET SOUTH OF THE EAST END
 AC3369'OF THE EAST-WEST SEAWALL BEHIND THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0925 ***********************************************************************
 AA0925  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0925  DESIGNATION -  872 3769 D TIDAL
 AA0925  PID         -  AA0925
 AA0925  STATE/COUNTY-  FL/MONROE
 AA0925  USGS QUAD   -  PLANTATION KEY (1971)
 AA0925
 AA0925                         *CURRENT SURVEY CONTROL
 AA0925  ___________________________________________________________________
 AA0925* NAD 83(1986)-  24 58 28.     (N)    080 33 13.     (W)     SCALED    
 AA0925* NAVD 88     -         3.342  (meters)      10.96   (feet)  ADJUSTED  
 AA0925  ___________________________________________________________________
 AA0925  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AA0925  DYNAMIC HT  -           3.336 (meters)      10.94  (feet)  COMP
 AA0925  MODELED GRAV-     978,975.6   (mgal)                       NAVD 88
 AA0925
 AA0925  VERT ORDER  -  SECOND    CLASS I
 AA0925
 AA0925.The horizontal coordinates were scaled from a topographic map and have
 AA0925.an estimated accuracy of +/- 6 seconds.
 AA0925
 AA0925.The orthometric height was determined by differential leveling
 AA0925.and adjusted by the National Geodetic Survey in June 1991..
 AA0925
 AA0925.This Tidal Bench Mark is designated as VM 6028
 AA0925.by the Center for Operational Oceanographic Products and Services.
 AA0925
 AA0925.The geoid height was determined by GEOID03.
 AA0925
 AA0925.The dynamic height is computed by dividing the NAVD 88
 AA0925.geopotential number by the normal gravity value computed on the
 AA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0925.degrees latitude (g = 980.6199 gals.).
 AA0925
 AA0925.The modeled gravity was interpolated from observed gravity values.
 AA0925
 AA0925;                    North         East    Units  Estimated Accuracy
 AA0925;SPC FL E     -    71,080.      245,070.      MT  (+/- 180 meters Scaled)
 AA0925
 AA0925                          SUPERSEDED SURVEY CONTROL
 AA0925
 AA0925  NGVD 29 (09/01/92)    3.810  (m)           12.50   (f) ADJUSTED    2 1
 AA0925
 AA0925.Superseded values are not recommended for survey control.
 AA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0925.See file dsdata.txt to determine how the superseded data were derived.
 AA0925
 AA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH450621(NAD 83)
 AA0925_MARKER: DJ = TIDAL STATION DISK
 AA0925_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0925_SP_SET: CONCRETE FOUNDATION
 AA0925_STAMPING: 3769 D 1982
 AA0925_MARK LOGO: NOS   
 AA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0925+STABILITY: SURFACE MOTION
 AA0925
 AA0925  HISTORY     - Date     Condition        Report By
 AA0925  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0925
 AA0925                          STATION DESCRIPTION
 AA0925
 AA0925'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0925'1.7 MI SW FROM PLANTATION.
 AA0925'BEGIN AT THE CORAL SHORES HIGH SCHOOL ON PLANTATION KEY, GO
 AA0925'1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY ROAD,
 AA0925'GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO A PAVED ROAD
 AA0925'PARALLELING U.S. 1, GO 0.6 MILE SOUTHWEST ON THE PAVED ROAD
 AA0925'TO THE MARK.  THE MARK BEARS 15.0 FEET NORTHWEST OF THE
 AA0925'CENTERLINE OF FREELAND ROAD, 30.5 FEET SOUTHEAST OF A CHAIN LINK
 AA0925'FENCE AND 2.5 FEET SOUTH OF THE CENTER OF A MANHOLE.
 AA0925'THE MARK IS ABOVE LEVEL WITH FREELAND ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0929 ***********************************************************************
 AA0929  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0929  DESIGNATION -  872 3769 E TIDAL
 AA0929  PID         -  AA0929
 AA0929  STATE/COUNTY-  FL/MONROE
 AA0929  USGS QUAD   -  PLANTATION KEY (1971)
 AA0929
 AA0929                         *CURRENT SURVEY CONTROL
 AA0929  ___________________________________________________________________
 AA0929* NAD 83(1986)-  24 58 15.     (N)    080 33 24.     (W)     SCALED    
 AA0929* NAVD 88     -         2.852  (meters)       9.36   (feet)  ADJUSTED  
 AA0929  ___________________________________________________________________
 AA0929  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AA0929  DYNAMIC HT  -           2.848 (meters)       9.34  (feet)  COMP
 AA0929  MODELED GRAV-     978,975.8   (mgal)                       NAVD 88
 AA0929
 AA0929  VERT ORDER  -  SECOND    CLASS I
 AA0929
 AA0929.The horizontal coordinates were scaled from a topographic map and have
 AA0929.an estimated accuracy of +/- 6 seconds.
 AA0929
 AA0929.The orthometric height was determined by differential leveling
 AA0929.and adjusted by the National Geodetic Survey in June 1991..
 AA0929
 AA0929.This Tidal Bench Mark is designated as VM 6029
 AA0929.by the Center for Operational Oceanographic Products and Services.
 AA0929
 AA0929.The geoid height was determined by GEOID03.
 AA0929
 AA0929.The dynamic height is computed by dividing the NAVD 88
 AA0929.geopotential number by the normal gravity value computed on the
 AA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0929.degrees latitude (g = 980.6199 gals.).
 AA0929
 AA0929.The modeled gravity was interpolated from observed gravity values.
 AA0929
 AA0929;                    North         East    Units  Estimated Accuracy
 AA0929;SPC FL E     -    70,680.      244,760.      MT  (+/- 180 meters Scaled)
 AA0929
 AA0929                          SUPERSEDED SURVEY CONTROL
 AA0929
 AA0929  NGVD 29 (09/01/92)    3.321  (m)           10.90   (f) ADJUSTED    2 1
 AA0929
 AA0929.Superseded values are not recommended for survey control.
 AA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0929.See file dsdata.txt to determine how the superseded data were derived.
 AA0929
 AA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH447617(NAD 83)
 AA0929_MARKER: DJ = TIDAL STATION DISK
 AA0929_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0929_SP_SET: CONCRETE FOUNDATION
 AA0929_STAMPING: 3769 E 1982
 AA0929_MARK LOGO: NOS   
 AA0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0929+STABILITY: SURFACE MOTION
 AA0929
 AA0929  HISTORY     - Date     Condition        Report By
 AA0929  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0929
 AA0929                          STATION DESCRIPTION
 AA0929
 AA0929'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0929'2.0 MI SW FROM PLANTATION.
 AA0929'BEGIN AT THE CORAL SHORES HIGH SCHOOL ON PLANTATION KEY,
 AA0929'GO 1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY
 AA0929'ROAD, GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO A
 AA0929'PAVED ROAD (FREELAND ROAD) PARALLELING U.S. 1, GO 0.8
 AA0929'MILE SOUTHWEST ON THE PAVED ROAD TO THE MARK.  THE MARK
 AA0929'BEARS 18.3 FEET NORTHWEST OF THE CENTERLINE OF FREELAND
 AA0929'ROAD, 84 FEET NORTH-NORTHWEST OF A POWER POLE, AND 2.7
 AA0929'FEET WEST-SOUTHWEST OF THE CENTER OF A MANHOLE COVER.
 AA0929'THE MARK IS ABOVE LEVEL WITH FREELAND ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0926 ***********************************************************************
 AA0926  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0926  DESIGNATION -  872 3769 F TIDAL
 AA0926  PID         -  AA0926
 AA0926  STATE/COUNTY-  FL/MONROE
 AA0926  USGS QUAD   -  PLANTATION KEY (1971)
 AA0926
 AA0926                         *CURRENT SURVEY CONTROL
 AA0926  ___________________________________________________________________
 AA0926* NAD 83(1986)-  24 58 26.     (N)    080 33 14.     (W)     SCALED    
 AA0926* NAVD 88     -         3.526  (meters)      11.57   (feet)  ADJUSTED  
 AA0926  ___________________________________________________________________
 AA0926  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AA0926  DYNAMIC HT  -           3.521 (meters)      11.55  (feet)  COMP
 AA0926  MODELED GRAV-     978,975.7   (mgal)                       NAVD 88
 AA0926
 AA0926  VERT ORDER  -  FIRST     CLASS II
 AA0926
 AA0926.The horizontal coordinates were scaled from a topographic map and have
 AA0926.an estimated accuracy of +/- 6 seconds.
 AA0926
 AA0926.The orthometric height was determined by differential leveling
 AA0926.and adjusted by the National Geodetic Survey in June 1991..
 AA0926
 AA0926.This Tidal Bench Mark is designated as VM 6030
 AA0926.by the Center for Operational Oceanographic Products and Services.
 AA0926
 AA0926.The geoid height was determined by GEOID03.
 AA0926
 AA0926.The dynamic height is computed by dividing the NAVD 88
 AA0926.geopotential number by the normal gravity value computed on the
 AA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0926.degrees latitude (g = 980.6199 gals.).
 AA0926
 AA0926.The modeled gravity was interpolated from observed gravity values.
 AA0926
 AA0926;                    North         East    Units  Estimated Accuracy
 AA0926;SPC FL E     -    71,020.      245,040.      MT  (+/- 180 meters Scaled)
 AA0926
 AA0926                          SUPERSEDED SURVEY CONTROL
 AA0926
 AA0926  NGVD 29 (09/01/92)    3.995  (m)           13.11   (f) ADJUSTED    1 2
 AA0926
 AA0926.Superseded values are not recommended for survey control.
 AA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0926.See file dsdata.txt to determine how the superseded data were derived.
 AA0926
 AA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH450621(NAD 83)
 AA0926_MARKER: DB = BENCH MARK DISK
 AA0926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0926_SP_SET: CONCRETE FOUNDATION FOR AQUADU
 AA0926_STAMPING: 3769 F 1982
 AA0926_MARK LOGO: FLDNR 
 AA0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0926+STABILITY: SURFACE MOTION
 AA0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0926+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0926
 AA0926  HISTORY     - Date     Condition        Report By
 AA0926  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0926  HISTORY     - 19901114 GOOD             FLDNR
 AA0926
 AA0926                          STATION DESCRIPTION
 AA0926
 AA0926'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0926'1.8 MI SW FROM PLANTATION.
 AA0926'BEGIN AT THE CORAL SHORES HIGH SCHOOL ON PLANTATION KEY,
 AA0926'GO 1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY
 AA0926'ROAD, GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO A
 AA0926'PAVED ROAD PARALLELING U.S 1, GO 0.7 MILE SOUTHWEST ON
 AA0926'THE PAVED ROAD (FREELAND ROAD) TO THE MARK.  THE MARK
 AA0926'BEARS 14.0 FEET NORTHWEST OF THE CENTERLINE OF FREELAND
 AA0926'ROAD, 39.0 FEET WEST-SOUTHWEST OF THE INTERSECTION OF
 AA0926'FREELAND ROAD AND AREGOOD LANE, AND 28.0 FEET EAST OF THE
 AA0926'SOUTH CORNER OF A CHAIN-LINK FENCE.  THE MARK IS SET IN
 AA0926'THE NORTHEAST CORNER OF A 12-FOOT BY 11-FOOT CONCRETE
 AA0926'FOUNDATION.
 AA0926'THE MARK IS ABOVE LEVEL WITH FREELAND ROAD CENTERLINE.
 AA0926
 AA0926                          STATION RECOVERY (1990)
 AA0926
 AA0926'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0928 ***********************************************************************
 AA0928  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0928  DESIGNATION -  872 3769 TIDAL 1
 AA0928  PID         -  AA0928
 AA0928  STATE/COUNTY-  FL/MONROE
 AA0928  USGS QUAD   -  PLANTATION KEY (1971)
 AA0928
 AA0928                         *CURRENT SURVEY CONTROL
 AA0928  ___________________________________________________________________
 AA0928* NAD 83(1986)-  24 58 21.     (N)    080 33 05.     (W)     SCALED    
 AA0928* NAVD 88     -         0.977  (meters)       3.21   (feet)  ADJUSTED  
 AA0928  ___________________________________________________________________
 AA0928  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AA0928  DYNAMIC HT  -           0.975 (meters)       3.20  (feet)  COMP
 AA0928  MODELED GRAV-     978,975.8   (mgal)                       NAVD 88
 AA0928
 AA0928  VERT ORDER  -  SECOND    CLASS I
 AA0928
 AA0928.The horizontal coordinates were scaled from a topographic map and have
 AA0928.an estimated accuracy of +/- 6 seconds.
 AA0928
 AA0928.The orthometric height was determined by differential leveling
 AA0928.and adjusted by the National Geodetic Survey in June 1991..
 AA0928
 AA0928.This Tidal Bench Mark is designated as VM 6025
 AA0928.by the Center for Operational Oceanographic Products and Services.
 AA0928
 AA0928.The geoid height was determined by GEOID03.
 AA0928
 AA0928.The dynamic height is computed by dividing the NAVD 88
 AA0928.geopotential number by the normal gravity value computed on the
 AA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0928.degrees latitude (g = 980.6199 gals.).
 AA0928
 AA0928.The modeled gravity was interpolated from observed gravity values.
 AA0928
 AA0928;                    North         East    Units  Estimated Accuracy
 AA0928;SPC FL E     -    70,870.      245,300.      MT  (+/- 180 meters Scaled)
 AA0928
 AA0928                          SUPERSEDED SURVEY CONTROL
 AA0928
 AA0928  NGVD 29 (09/01/92)    1.445  (m)            4.74   (f) ADJUSTED    2 1
 AA0928
 AA0928.Superseded values are not recommended for survey control.
 AA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0928.See file dsdata.txt to determine how the superseded data were derived.
 AA0928
 AA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH452619(NAD 83)
 AA0928_MARKER: DJ = TIDAL STATION DISK
 AA0928_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0928_SP_SET: CONCRETE PATIO
 AA0928_STAMPING: NO 1 1975
 AA0928_MARK LOGO: NOS   
 AA0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0928+STABILITY: SURFACE MOTION
 AA0928
 AA0928  HISTORY     - Date     Condition        Report By
 AA0928  HISTORY     - 1975     MONUMENTED       NOS
 AA0928  HISTORY     - 1982     GOOD             FLDNR
 AA0928
 AA0928                          STATION DESCRIPTION
 AA0928
 AA0928'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0928'1.7 MI SOUTH FROM PLANTATION.
 AA0928'BEGIN AT THE CORAL SHORES HIGH SCHOOL IN PLANTATION, GO
 AA0928'1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY ROAD,
 AA0928'THENCE GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO OLD
 AA0928'HIGHWAY 1, THENCE GO 0.7 MILE SOUTHWEST ON OLD HIGHWAY 1
 AA0928'TO AREGOOD LANE, THENCE GO 0.2 MILE SOUTHEAST ON AREGOOD
 AA0928'LANE TO ITS END AT A PRIVATE RESIDENCE AND THE MARK.  THE
 AA0928'MARK IS SET IN THE CONCRETE PATIO ADJOINING THE NORTH BASIN
 AA0928'SEAWALL, 93 FEET EAST OF THE EAST CORNER OF THE
 AA0928'HOUSE, AND 2.5 FEET SOUTHWEST OF THE NORTH EDGE OF THE PATIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0927 ***********************************************************************
 AA0927  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0927  DESIGNATION -  872 3769 TIDAL 2
 AA0927  PID         -  AA0927
 AA0927  STATE/COUNTY-  FL/MONROE
 AA0927  USGS QUAD   -  PLANTATION KEY (1971)
 AA0927
 AA0927                         *CURRENT SURVEY CONTROL
 AA0927  ___________________________________________________________________
 AA0927* NAD 83(1986)-  24 58 21.     (N)    080 33 05.     (W)     SCALED    
 AA0927* NAVD 88     -         1.088  (meters)       3.57   (feet)  ADJUSTED  
 AA0927  ___________________________________________________________________
 AA0927  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AA0927  DYNAMIC HT  -           1.087 (meters)       3.57  (feet)  COMP
 AA0927  MODELED GRAV-     978,975.8   (mgal)                       NAVD 88
 AA0927
 AA0927  VERT ORDER  -  SECOND    CLASS I
 AA0927
 AA0927.The horizontal coordinates were scaled from a topographic map and have
 AA0927.an estimated accuracy of +/- 6 seconds.
 AA0927
 AA0927.The orthometric height was determined by differential leveling
 AA0927.and adjusted by the National Geodetic Survey in June 1991..
 AA0927
 AA0927.This Tidal Bench Mark is designated as VM 6026
 AA0927.by the Center for Operational Oceanographic Products and Services.
 AA0927
 AA0927.The geoid height was determined by GEOID03.
 AA0927
 AA0927.The dynamic height is computed by dividing the NAVD 88
 AA0927.geopotential number by the normal gravity value computed on the
 AA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0927.degrees latitude (g = 980.6199 gals.).
 AA0927
 AA0927.The modeled gravity was interpolated from observed gravity values.
 AA0927
 AA0927;                    North         East    Units  Estimated Accuracy
 AA0927;SPC FL E     -    70,870.      245,300.      MT  (+/- 180 meters Scaled)
 AA0927
 AA0927                          SUPERSEDED SURVEY CONTROL
 AA0927
 AA0927  NGVD 29 (09/01/92)    1.557  (m)            5.11   (f) ADJUSTED    2 1
 AA0927
 AA0927.Superseded values are not recommended for survey control.
 AA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0927.See file dsdata.txt to determine how the superseded data were derived.
 AA0927
 AA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH452619(NAD 83)
 AA0927_MARKER: DJ = TIDAL STATION DISK
 AA0927_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0927+WITH SETTING: PAVEMENT
 AA0927_SP_SET: CONCRETE PLATFORM
 AA0927_STAMPING: NO 2 1975
 AA0927_MARK LOGO: NOS   
 AA0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0927+STABILITY: SURFACE MOTION
 AA0927
 AA0927  HISTORY     - Date     Condition        Report By
 AA0927  HISTORY     - 1975     MONUMENTED       NOS
 AA0927  HISTORY     - 1982     GOOD             FLDNR
 AA0927
 AA0927                          STATION DESCRIPTION
 AA0927
 AA0927'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0927'1.7 MI SOUTH FROM PLANTATION.
 AA0927'BEGIN AT THE CORAL SHORES HIGH SCHOOL IN PLANTATION, GO
 AA0927'1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY ROAD,
 AA0927'THENCE GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO OLD
 AA0927'HIGHWAY 1, THENCE GO 0.7 MILE SOUTHWEST ON OLD HIGHWAY 1 TO
 AA0927'AREGOOD LANE, THENCE GO 0.2 MILE SOUTHEAST ON AREGOOD LANE TO
 AA0927'ITS END AT A PRIVATE RESIDENCE AND THE MARK.  THE MARK BEARS
 AA0927'4.8 FEET NORTHEAST OF THE BOAT RAMP AND 5.5 FEET EAST OF A
 AA0927'UTILITY SHED.
 AA0927'THE MARK IS 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0931 ***********************************************************************
 AA0931  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0931  DESIGNATION -  872 3776 E TIDAL
 AA0931  PID         -  AA0931
 AA0931  STATE/COUNTY-  FL/MONROE
 AA0931  USGS QUAD   -  PLANTATION KEY (1971)
 AA0931
 AA0931                         *CURRENT SURVEY CONTROL
 AA0931  ___________________________________________________________________
 AA0931* NAD 83(1986)-  24 57 41.     (N)    080 33 59.     (W)     SCALED    
 AA0931* NAVD 88     -         1.535  (meters)       5.04   (feet)  ADJUSTED  
 AA0931  ___________________________________________________________________
 AA0931  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AA0931  DYNAMIC HT  -           1.533 (meters)       5.03  (feet)  COMP
 AA0931  MODELED GRAV-     978,975.8   (mgal)                       NAVD 88
 AA0931
 AA0931  VERT ORDER  -  SECOND    CLASS I
 AA0931
 AA0931.The horizontal coordinates were scaled from a topographic map and have
 AA0931.an estimated accuracy of +/- 6 seconds.
 AA0931
 AA0931.The orthometric height was determined by differential leveling
 AA0931.and adjusted by the National Geodetic Survey in June 1991..
 AA0931
 AA0931.This Tidal Bench Mark is designated as VM 6034
 AA0931.by the Center for Operational Oceanographic Products and Services.
 AA0931
 AA0931.The geoid height was determined by GEOID03.
 AA0931
 AA0931.The dynamic height is computed by dividing the NAVD 88
 AA0931.geopotential number by the normal gravity value computed on the
 AA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0931.degrees latitude (g = 980.6199 gals.).
 AA0931
 AA0931.The modeled gravity was interpolated from observed gravity values.
 AA0931
 AA0931;                    North         East    Units  Estimated Accuracy
 AA0931;SPC FL E     -    69,630.      243,780.      MT  (+/- 180 meters Scaled)
 AA0931
 AA0931                          SUPERSEDED SURVEY CONTROL
 AA0931
 AA0931  NGVD 29 (09/01/92)    2.005  (m)            6.58   (f) ADJUSTED    2 1
 AA0931
 AA0931.Superseded values are not recommended for survey control.
 AA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0931.See file dsdata.txt to determine how the superseded data were derived.
 AA0931
 AA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH437607(NAD 83)
 AA0931_MARKER: DJ = TIDAL STATION DISK
 AA0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0931_SP_SET: CONCRETE SERVICE BOX
 AA0931_STAMPING: 3776 E 1982
 AA0931_MARK LOGO: NOS   
 AA0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0931
 AA0931  HISTORY     - Date     Condition        Report By
 AA0931  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0931
 AA0931                          STATION DESCRIPTION
 AA0931
 AA0931'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0931'4.9 MI SW FROM TAVERNIER.
 AA0931'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY,
 AA0931'GO 4.9 MILES SOUTHWEST ON U.S. 1 TO THE MARK WHICH IS
 AA0931'LOCATED 1.3 MILES NORTHEAST ON U.S. 1 FROM THE EAST END OF
 AA0931'SNAKE CREEK BRIDGE.  THE MARK IS SET FLUSH IN A CONCRETE
 AA0931'WATER LINE SERVICE BOX.  THE MARK BEARS ABOUT 300 FEET
 AA0931'NORTHEAST OF THE ENTRANCE TO THE PLANTATION YACHT HARBOR,
 AA0931'242 FEET NORTHEAST OF MILE POST 87, 26.9 FEET NORTH-NORTHWEST
 AA0931'OF THE CENTERLINE OF U.S. 1, 3.2 FEET EAST OF THE CENTER
 AA0931'OF A MANHOLE COVER, 268 FEET SOUTHWEST OF BENCH MARK 3776
 AA0931'F 1982, AND 85 FEET NORTHEAST OF METAL POWER POLE NUMBER 581.
 AA0931'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0930 ***********************************************************************
 AA0930  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0930  DESIGNATION -  872 3776 F TIDAL
 AA0930  PID         -  AA0930
 AA0930  STATE/COUNTY-  FL/MONROE
 AA0930  USGS QUAD   -  PLANTATION KEY (1971)
 AA0930
 AA0930                         *CURRENT SURVEY CONTROL
 AA0930  ___________________________________________________________________
 AA0930* NAD 83(1986)-  24 57 41.     (N)    080 33 59.     (W)     SCALED    
 AA0930* NAVD 88     -         1.564  (meters)       5.13   (feet)  ADJUSTED  
 AA0930  ___________________________________________________________________
 AA0930  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AA0930  DYNAMIC HT  -           1.561 (meters)       5.12  (feet)  COMP
 AA0930  MODELED GRAV-     978,975.8   (mgal)                       NAVD 88
 AA0930
 AA0930  VERT ORDER  -  FIRST     CLASS II
 AA0930
 AA0930.The horizontal coordinates were scaled from a topographic map and have
 AA0930.an estimated accuracy of +/- 6 seconds.
 AA0930
 AA0930.The orthometric height was determined by differential leveling
 AA0930.and adjusted by the National Geodetic Survey in June 1991..
 AA0930
 AA0930.This Tidal Bench Mark is designated as VM 6035
 AA0930.by the Center for Operational Oceanographic Products and Services.
 AA0930
 AA0930.The geoid height was determined by GEOID03.
 AA0930
 AA0930.The dynamic height is computed by dividing the NAVD 88
 AA0930.geopotential number by the normal gravity value computed on the
 AA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0930.degrees latitude (g = 980.6199 gals.).
 AA0930
 AA0930.The modeled gravity was interpolated from observed gravity values.
 AA0930
 AA0930;                    North         East    Units  Estimated Accuracy
 AA0930;SPC FL E     -    69,630.      243,780.      MT  (+/- 180 meters Scaled)
 AA0930
 AA0930                          SUPERSEDED SURVEY CONTROL
 AA0930
 AA0930  NGVD 29 (09/01/92)    2.033  (m)            6.67   (f) ADJUSTED    1 2
 AA0930
 AA0930.Superseded values are not recommended for survey control.
 AA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0930.See file dsdata.txt to determine how the superseded data were derived.
 AA0930
 AA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH437607(NAD 83)
 AA0930_MARKER: DJ = TIDAL STATION DISK
 AA0930_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0930_SP_SET: CONCRETE POWER POLE BASE
 AA0930_STAMPING: 3776 F 1982
 AA0930_MARK LOGO: NOS   
 AA0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0930+STABILITY: SURFACE MOTION
 AA0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0930+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0930
 AA0930  HISTORY     - Date     Condition        Report By
 AA0930  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0930  HISTORY     - 19901114 GOOD             FLDNR
 AA0930
 AA0930                          STATION DESCRIPTION
 AA0930
 AA0930'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0930'4.85 MI SW FROM TAVERNIER.
 AA0930'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY,
 AA0930'GO 4.85 MILES SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK
 AA0930'WHICH IS LOCATED 1.35 MILES NORTHEAST ON U.S. HIGHWAY 1
 AA0930'FROM THE EAST END OF THE SNAKE CREEK BRIDGE.  THE MARK IS
 AA0930'SET FLUSH IN THE SOUTHEAST SIDE OF A 5-FOOT DIAMETER
 AA0930'CONCRETE BASE FOR METAL POWER POLE NUMBER 580.  THE MARK
 AA0930'BEARS ABOUT 575 FEET NORTHEAST OF THE ENTRANCE TO THE
 AA0930'PLANTATION YACHT HARBOR, 24.3 FEET NORTHWEST OF THE
 AA0930'CENTERLINE OF U.S. HIGHWAY 1, 38 FEET NORTH-NORTHEAST
 AA0930'OF A WEIGH STATION 1 MILE SIGN, AND 268 FEET NORTHEAST
 AA0930'OF BENCH MARK 3776 E 1982.
 AA0930'THE MARK IS 1.0 FT ABOVE GROUND.
 AA0930
 AA0930                          STATION RECOVERY (1990)
 AA0930
 AA0930'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1738 ***********************************************************************
 AA1738  DESIGNATION -  872 3776 G TIDAL
 AA1738  PID         -  AA1738
 AA1738  STATE/COUNTY-  FL/MONROE
 AA1738  USGS QUAD   -  PLANTATION KEY (1971)
 AA1738
 AA1738                         *CURRENT SURVEY CONTROL
 AA1738  ___________________________________________________________________
 AA1738* NAD 83(1986)-  24 57 41.     (N)    080 33 59.     (W)     SCALED    
 AA1738* NAVD 88     -         2.155  (meters)       7.07   (feet)  ADJUSTED  
 AA1738  ___________________________________________________________________
 AA1738  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AA1738  DYNAMIC HT  -           2.152 (meters)       7.06  (feet)  COMP
 AA1738  MODELED GRAV-     978,975.8   (mgal)                       NAVD 88
 AA1738
 AA1738  VERT ORDER  -  FIRST     CLASS II
 AA1738
 AA1738.The horizontal coordinates were scaled from a topographic map and have
 AA1738.an estimated accuracy of +/- 6 seconds.
 AA1738
 AA1738.The orthometric height was determined by differential leveling
 AA1738.and adjusted by the National Geodetic Survey in May 1994..
 AA1738
 AA1738.The geoid height was determined by GEOID03.
 AA1738
 AA1738.The dynamic height is computed by dividing the NAVD 88
 AA1738.geopotential number by the normal gravity value computed on the
 AA1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1738.degrees latitude (g = 980.6199 gals.).
 AA1738
 AA1738.The modeled gravity was interpolated from observed gravity values.
 AA1738
 AA1738;                    North         East    Units  Estimated Accuracy
 AA1738;SPC FL E     -    69,630.      243,780.      MT  (+/- 180 meters Scaled)
 AA1738
 AA1738                          SUPERSEDED SURVEY CONTROL
 AA1738
 AA1738  NGVD 29 (09/01/92)    2.626  (m)            8.62   (f) ADJUSTED    1 2
 AA1738
 AA1738.Superseded values are not recommended for survey control.
 AA1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1738.See file dsdata.txt to determine how the superseded data were derived.
 AA1738
 AA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH437607(NAD 83)
 AA1738_MARKER: DJ = TIDAL STATION DISK
 AA1738_SETTING: 66 = SET IN ROCK OUTCROP
 AA1738_SP_SET: ROCK OUTCROP
 AA1738_STAMPING: 3776 G 1987
 AA1738_MARK LOGO: NOS   
 AA1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1738+STABILITY: POSITION/ELEVATION WELL
 AA1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1738+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1738
 AA1738  HISTORY     - Date     Condition        Report By
 AA1738  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1738  HISTORY     - 19901114 GOOD             FLDNR
 AA1738
 AA1738                          STATION DESCRIPTION
 AA1738
 AA1738'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1738'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER ON PLANTATION
 AA1738'KEY, GO SOUTHWEST ON U.S. HIGHWAY 1 FOR 4.95 MI (7.97 KM) TO THE
 AA1738'PLANTATION YACHT HARBOR REGISTRATION OFFICE NEAR MILE MARKER 87 ON
 AA1738'U.S. HIGHWAY 1, APPROXIMATELY 165 FT (50.3 M) NORTHEAST OF THE YACHT
 AA1738'CLUB OFFICE.  LOCATED 144 FT (43.9 M) WEST SOUTHWEST OF POWER POLE
 AA1738'NUMBER 581, 45.1 FT (13.7 M) WEST OF THE CENTER OF A TELEPHONE
 AA1738'COMPANY MANHOLE COVER, 43.7 FT (13.3 M) NORTH NORTHWEST OF THE
 AA1738'NORTHWEST EDGE OF U.S. HIGHWAY 1, 47 FT (14.3 M) WEST OF MILE MARKER
 AA1738'87 AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0934 ***********************************************************************
 AA0934  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0934  DESIGNATION -  872 3776 TIDAL 1
 AA0934  PID         -  AA0934
 AA0934  STATE/COUNTY-  FL/MONROE
 AA0934  USGS QUAD   -  PLANTATION KEY (1971)
 AA0934
 AA0934                         *CURRENT SURVEY CONTROL
 AA0934  ___________________________________________________________________
 AA0934* NAD 83(1986)-  24 57 50.     (N)    080 34 07.     (W)     SCALED    
 AA0934* NAVD 88     -         0.911  (meters)       2.99   (feet)  ADJUSTED  
 AA0934  ___________________________________________________________________
 AA0934  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AA0934  DYNAMIC HT  -           0.909 (meters)       2.98  (feet)  COMP
 AA0934  MODELED GRAV-     978,975.6   (mgal)                       NAVD 88
 AA0934
 AA0934  VERT ORDER  -  SECOND    CLASS I
 AA0934
 AA0934.The horizontal coordinates were scaled from a topographic map and have
 AA0934.an estimated accuracy of +/- 6 seconds.
 AA0934
 AA0934.The orthometric height was determined by differential leveling
 AA0934.and adjusted by the National Geodetic Survey in June 1991..
 AA0934
 AA0934.This Tidal Bench Mark is designated as VM 6031
 AA0934.by the Center for Operational Oceanographic Products and Services.
 AA0934
 AA0934.The geoid height was determined by GEOID03.
 AA0934
 AA0934.The dynamic height is computed by dividing the NAVD 88
 AA0934.geopotential number by the normal gravity value computed on the
 AA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0934.degrees latitude (g = 980.6199 gals.).
 AA0934
 AA0934.The modeled gravity was interpolated from observed gravity values.
 AA0934
 AA0934;                    North         East    Units  Estimated Accuracy
 AA0934;SPC FL E     -    69,910.      243,560.      MT  (+/- 180 meters Scaled)
 AA0934
 AA0934                          SUPERSEDED SURVEY CONTROL
 AA0934
 AA0934  NGVD 29 (09/01/92)    1.380  (m)            4.53   (f) ADJUSTED    2 1
 AA0934
 AA0934.Superseded values are not recommended for survey control.
 AA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0934.See file dsdata.txt to determine how the superseded data were derived.
 AA0934
 AA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH435610(NAD 83)
 AA0934_MARKER: DJ = TIDAL STATION DISK
 AA0934_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0934_SP_SET: CONCRETE FOOTING
 AA0934_STAMPING: NO 1 1975
 AA0934_MARK LOGO: NOS   
 AA0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0934+STABILITY: SURFACE MOTION
 AA0934
 AA0934  HISTORY     - Date     Condition        Report By
 AA0934  HISTORY     - 1975     MONUMENTED       NOS
 AA0934  HISTORY     - 1982     GOOD             FLDNR
 AA0934
 AA0934                          STATION DESCRIPTION
 AA0934
 AA0934'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0934'4.5 MI NE FROM ISLAMORADA.
 AA0934'IN ISLAMORADA
 AA0934'BEGIN AT THE NORTHEAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0934'OVER SNAKE CREEK, GO 1.3 MILES NORTHEAST ON U.S. 1 TO
 AA0934'THE ENTRANCE TO THE PLANTATION HARBOR YACHT BASIN, GO
 AA0934'0.3 MILE NORTH ON THE YACHT BASIN DRIVE TO ITS END AND
 AA0934'THE MARK.  THE MARK IS SET IN THE CONCRETE FOOTING AT
 AA0934'THE DOCK ENTRANCE, 51 FEET NORTHWEST OF THE BAR B Q PIT
 AA0934'RESTAURANT, AND 3 FEET SOUTH OF THE SOUTH END OF THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0932 ***********************************************************************
 AA0932  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0932  DESIGNATION -  872 3776 TIDAL 2
 AA0932  PID         -  AA0932
 AA0932  STATE/COUNTY-  FL/MONROE
 AA0932  USGS QUAD   -  PLANTATION KEY (1971)
 AA0932
 AA0932                         *CURRENT SURVEY CONTROL
 AA0932  ___________________________________________________________________
 AA0932* NAD 83(1986)-  24 57 37.     (N)    080 34 05.     (W)     SCALED    
 AA0932* NAVD 88     -         3.046  (meters)       9.99   (feet)  ADJUSTED  
 AA0932  ___________________________________________________________________
 AA0932  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AA0932  DYNAMIC HT  -           3.041 (meters)       9.98  (feet)  COMP
 AA0932  MODELED GRAV-     978,975.8   (mgal)                       NAVD 88
 AA0932
 AA0932  VERT ORDER  -  SECOND    CLASS I
 AA0932
 AA0932.The horizontal coordinates were scaled from a topographic map and have
 AA0932.an estimated accuracy of +/- 6 seconds.
 AA0932
 AA0932.The orthometric height was determined by differential leveling
 AA0932.and adjusted by the National Geodetic Survey in June 1991..
 AA0932
 AA0932.This Tidal Bench Mark is designated as VM 6032
 AA0932.by the Center for Operational Oceanographic Products and Services.
 AA0932
 AA0932.The geoid height was determined by GEOID03.
 AA0932
 AA0932.The dynamic height is computed by dividing the NAVD 88
 AA0932.geopotential number by the normal gravity value computed on the
 AA0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0932.degrees latitude (g = 980.6199 gals.).
 AA0932
 AA0932.The modeled gravity was interpolated from observed gravity values.
 AA0932
 AA0932;                    North         East    Units  Estimated Accuracy
 AA0932;SPC FL E     -    69,510.      243,620.      MT  (+/- 180 meters Scaled)
 AA0932
 AA0932                          SUPERSEDED SURVEY CONTROL
 AA0932
 AA0932  NGVD 29 (09/01/92)    3.516  (m)           11.54   (f) ADJUSTED    2 1
 AA0932
 AA0932.Superseded values are not recommended for survey control.
 AA0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0932.See file dsdata.txt to determine how the superseded data were derived.
 AA0932
 AA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH436606(NAD 83)
 AA0932_MARKER: DJ = TIDAL STATION DISK
 AA0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0932_SP_SET: CONCRETE MANHOLE
 AA0932_STAMPING: NO 2 1975
 AA0932_MARK LOGO: NOS   
 AA0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0932
 AA0932  HISTORY     - Date     Condition        Report By
 AA0932  HISTORY     - 1975     MONUMENTED       NOS
 AA0932  HISTORY     - 1982     GOOD             FLDNR
 AA0932
 AA0932                          STATION DESCRIPTION
 AA0932
 AA0932'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0932'4.5 MI NE FROM ISLAMORADA.
 AA0932'IN ISLAMORADA
 AA0932'BEGIN AT THE NORTHEAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0932'OVER SNAKE CREEK, GO 1.3 MILES NORTHEAST ON U.S. 1 TO THE
 AA0932'ENTRANCE TO THE PLANTATION HARBOR YACHT BASIN, GO 0.3 MILE
 AA0932'NORTH ON THE YACHT BASIN DRIVE TO ITS END AND THE MARK.
 AA0932'THE MARK BEARS 1000 FEET SOUTH OF THE BAR B Q PIT RESTAURANT,
 AA0932'528 FEET NORTH OF THE SEWAGE TREATMENT FACILITY, AND 26 FEET
 AA0932'EAST OF THE CENTERLINE OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0933 ***********************************************************************
 AA0933  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0933  DESIGNATION -  872 3776 TIDAL 3
 AA0933  PID         -  AA0933
 AA0933  STATE/COUNTY-  FL/MONROE
 AA0933  USGS QUAD   -  PLANTATION KEY (1971)
 AA0933
 AA0933                         *CURRENT SURVEY CONTROL
 AA0933  ___________________________________________________________________
 AA0933* NAD 83(1986)-  24 57 50.     (N)    080 34 07.     (W)     SCALED    
 AA0933* NAVD 88     -         0.725  (meters)       2.38   (feet)  ADJUSTED  
 AA0933  ___________________________________________________________________
 AA0933  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AA0933  DYNAMIC HT  -           0.724 (meters)       2.38  (feet)  COMP
 AA0933  MODELED GRAV-     978,975.6   (mgal)                       NAVD 88
 AA0933
 AA0933  VERT ORDER  -  SECOND    CLASS I
 AA0933
 AA0933.The horizontal coordinates were scaled from a topographic map and have
 AA0933.an estimated accuracy of +/- 6 seconds.
 AA0933
 AA0933.The orthometric height was determined by differential leveling
 AA0933.and adjusted by the National Geodetic Survey in June 1991..
 AA0933
 AA0933.This Tidal Bench Mark is designated as VM 6033
 AA0933.by the Center for Operational Oceanographic Products and Services.
 AA0933
 AA0933.The geoid height was determined by GEOID03.
 AA0933
 AA0933.The dynamic height is computed by dividing the NAVD 88
 AA0933.geopotential number by the normal gravity value computed on the
 AA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0933.degrees latitude (g = 980.6199 gals.).
 AA0933
 AA0933.The modeled gravity was interpolated from observed gravity values.
 AA0933
 AA0933;                    North         East    Units  Estimated Accuracy
 AA0933;SPC FL E     -    69,910.      243,560.      MT  (+/- 180 meters Scaled)
 AA0933
 AA0933                          SUPERSEDED SURVEY CONTROL
 AA0933
 AA0933  NGVD 29 (09/01/92)    1.194  (m)            3.92   (f) ADJUSTED    2 1
 AA0933
 AA0933.Superseded values are not recommended for survey control.
 AA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0933.See file dsdata.txt to determine how the superseded data were derived.
 AA0933
 AA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH435610(NAD 83)
 AA0933_MARKER: DJ = TIDAL STATION DISK
 AA0933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0933_SP_SET: CONCRETE PAD
 AA0933_STAMPING: NO 3 1975
 AA0933_MARK LOGO: NOS   
 AA0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0933
 AA0933  HISTORY     - Date     Condition        Report By
 AA0933  HISTORY     - 1975     MONUMENTED       NOS
 AA0933  HISTORY     - 1982     GOOD             FLDNR
 AA0933
 AA0933                          STATION DESCRIPTION
 AA0933
 AA0933'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0933'4.5 MI NE FROM ISLAMORADA.
 AA0933'IN ISLAMORADA
 AA0933'BEGIN AT THE NORTHEAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0933'OVER SNAKE CREEK, GO 1.3 MILES NORTHEAST ON U.S. 1 TO THE
 AA0933'ENTRANCE TO THE PLANTATION HARBOR YACHT BASIN, GO 0.3 MILE
 AA0933'NORTH ON THE YACHT BASIN DRIVE TO ITS END AND THE MARK.
 AA0933'THE MARK BEARS 150 FEET SOUTHEAST OF THE DOCK AND 104 FEET
 AA0933'SOUTH OF THE BAR B Q PIT RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0942 ***********************************************************************
 AA0942  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0942  DESIGNATION -  872 3786 TIDAL 1
 AA0942  PID         -  AA0942
 AA0942  STATE/COUNTY-  FL/MONROE
 AA0942  USGS QUAD   -  PLANTATION KEY (1971)
 AA0942
 AA0942                         *CURRENT SURVEY CONTROL
 AA0942  ___________________________________________________________________
 AA0942* NAD 83(1986)-  24 57 16.     (N)    080 35 11.     (W)     SCALED    
 AA0942* NAVD 88     -         0.880  (meters)       2.89   (feet)  ADJUSTED  
 AA0942  ___________________________________________________________________
 AA0942  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AA0942  DYNAMIC HT  -           0.879 (meters)       2.88  (feet)  COMP
 AA0942  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 AA0942
 AA0942  VERT ORDER  -  SECOND    CLASS I
 AA0942
 AA0942.The horizontal coordinates were scaled from a topographic map and have
 AA0942.an estimated accuracy of +/- 6 seconds.
 AA0942
 AA0942.The orthometric height was determined by differential leveling
 AA0942.and adjusted by the National Geodetic Survey in June 1991..
 AA0942
 AA0942.This Tidal Bench Mark is designated as VM 6037
 AA0942.by the Center for Operational Oceanographic Products and Services.
 AA0942
 AA0942.The geoid height was determined by GEOID03.
 AA0942
 AA0942.The dynamic height is computed by dividing the NAVD 88
 AA0942.geopotential number by the normal gravity value computed on the
 AA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0942.degrees latitude (g = 980.6199 gals.).
 AA0942
 AA0942.The modeled gravity was interpolated from observed gravity values.
 AA0942
 AA0942;                    North         East    Units  Estimated Accuracy
 AA0942;SPC FL E     -    68,860.      241,770.      MT  (+/- 180 meters Scaled)
 AA0942
 AA0942                          SUPERSEDED SURVEY CONTROL
 AA0942
 AA0942  NGVD 29 (09/01/92)    1.349  (m)            4.43   (f) ADJUSTED    2 1
 AA0942
 AA0942.Superseded values are not recommended for survey control.
 AA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0942.See file dsdata.txt to determine how the superseded data were derived.
 AA0942
 AA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417599(NAD 83)
 AA0942_MARKER: DJ = TIDAL STATION DISK
 AA0942_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0942_SP_SET: WALKWAY
 AA0942_STAMPING: NO 1 1975
 AA0942_MARK LOGO: NOS   
 AA0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0942
 AA0942  HISTORY     - Date     Condition        Report By
 AA0942  HISTORY     - 1975     MONUMENTED       NOS
 AA0942  HISTORY     - 1982     GOOD             FLDNR
 AA0942
 AA0942                          STATION DESCRIPTION
 AA0942
 AA0942'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0942'2.4 MI NE FROM ISLAMORADA.
 AA0942'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES NORTHEAST
 AA0942'ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE, CONTINUE 0.25
 AA0942'MILE ALONG U.S. 1 TO VENETIAN BOULEVARD, GO NORTHWEST ALONG
 AA0942'VENETIAN BOULEVARD 0.1 MILE TO PALERMO DRIVE, GO 0.2 MILE
 AA0942'SOUTHWEST ALONG PALERMO DRIVE TO THE ISLAMORADA U.S. COAST GUARD
 AA0942'STATION AND THE MARK.  THE MARK IS SET FLUSH IN THE WALKWAY THAT
 AA0942'BORDERS THE SEAWALL ON THE NORTH SIDE OF THE BASE.  THE MARK
 AA0942'BEARS 42.6 FEET WEST-SOUTHWEST OF THE NORTHEAST END OF THE SEAWALL,
 AA0942'123.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY FOR
 AA0942'THE BASE (ALSO PALERMO DRIVE), 81.0 FEET NORTH-NORTHEAST OF THE
 AA0942'NORTHEAST CORNER OF A COVERED PICNIC AREA, 0.8 FOOT SOUTH-SOUTHEAST
 AA0942'OF A CONCRETE 1.3-FOOT HIGH WALL (SEAWALL), AND 199.5 FEET
 AA0942'EAST-NORTHEAST OF BENCH MARK NO 2A 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0941 ***********************************************************************
 AA0941  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0941  DESIGNATION -  872 3786 TIDAL 2 A
 AA0941  PID         -  AA0941
 AA0941  STATE/COUNTY-  FL/MONROE
 AA0941  USGS QUAD   -  PLANTATION KEY (1971)
 AA0941
 AA0941                         *CURRENT SURVEY CONTROL
 AA0941  ___________________________________________________________________
 AA0941* NAD 83(1986)-  24 57 16.     (N)    080 35 11.     (W)     SCALED    
 AA0941* NAVD 88     -         0.815  (meters)       2.67   (feet)  ADJUSTED  
 AA0941  ___________________________________________________________________
 AA0941  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AA0941  DYNAMIC HT  -           0.813 (meters)       2.67  (feet)  COMP
 AA0941  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 AA0941
 AA0941  VERT ORDER  -  SECOND    CLASS I
 AA0941
 AA0941.The horizontal coordinates were scaled from a topographic map and have
 AA0941.an estimated accuracy of +/- 6 seconds.
 AA0941
 AA0941.The orthometric height was determined by differential leveling
 AA0941.and adjusted by the National Geodetic Survey in June 1991..
 AA0941
 AA0941.This Tidal Bench Mark is designated as VM 16617
 AA0941.by the Center for Operational Oceanographic Products and Services.
 AA0941
 AA0941.The geoid height was determined by GEOID03.
 AA0941
 AA0941.The dynamic height is computed by dividing the NAVD 88
 AA0941.geopotential number by the normal gravity value computed on the
 AA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0941.degrees latitude (g = 980.6199 gals.).
 AA0941
 AA0941.The modeled gravity was interpolated from observed gravity values.
 AA0941
 AA0941;                    North         East    Units  Estimated Accuracy
 AA0941;SPC FL E     -    68,860.      241,770.      MT  (+/- 180 meters Scaled)
 AA0941
 AA0941                          SUPERSEDED SURVEY CONTROL
 AA0941
 AA0941  NGVD 29 (09/01/92)    1.283  (m)            4.21   (f) ADJUSTED    2 1
 AA0941
 AA0941.Superseded values are not recommended for survey control.
 AA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0941.See file dsdata.txt to determine how the superseded data were derived.
 AA0941
 AA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417599(NAD 83)
 AA0941_MARKER: DJ = TIDAL STATION DISK
 AA0941_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0941_SP_SET: WALKWAY
 AA0941_STAMPING: NO 2A 1975
 AA0941_MARK LOGO: NOS   
 AA0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0941
 AA0941  HISTORY     - Date     Condition        Report By
 AA0941  HISTORY     - 1975     MONUMENTED       NOS
 AA0941  HISTORY     - 1982     GOOD             FLDNR
 AA0941
 AA0941                          STATION DESCRIPTION
 AA0941
 AA0941'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0941'2.4 MI NE FROM ISLAMORADA.
 AA0941'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES NORTHEAST
 AA0941'ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE, CONTINUE 0.25
 AA0941'MILE ALONG U.S. 1 TO VENETIAN BOULEVARD, GO NORTHWEST ALONG
 AA0941'VENETIAN BOULEVARD 0.1 MILE TO PALERMO DRIVE, GO 0.2 MILE
 AA0941'SOUTHWEST ALONG PALERMO DRIVE TO THE ISLAMORADA U.S. COAST GUARD
 AA0941'STATION AND THE MARK.  THE MARK IS SET FLUSH IN THE WALKWAY THAT
 AA0941'BORDERS THE SEAWALL ON THE NORTH SIDE OF THE BASE.  THE MARK
 AA0941'BEARS 4.2 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA0941'SEAWALL, 110.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AA0941'COVERED PICNIC AREA, 0.5 FOOT SOUTH-SOUTHEAST OF A 1.3-FOOT HIGH
 AA0941'CONCRETE WALL (SEAWALL), AND 199.5 FEET SOUTH-SOUTHWEST OF BENCH
 AA0941'MARK NO 1 1975.  THE WALKWAY IS NOT VERY STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0940 ***********************************************************************
 AA0940  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0940  DESIGNATION -  872 3786 TIDAL 4
 AA0940  PID         -  AA0940
 AA0940  STATE/COUNTY-  FL/MONROE
 AA0940  USGS QUAD   -  PLANTATION KEY (1971)
 AA0940
 AA0940                         *CURRENT SURVEY CONTROL
 AA0940  ___________________________________________________________________
 AA0940* NAD 83(1986)-  24 57 16.     (N)    080 35 11.     (W)     SCALED    
 AA0940* NAVD 88     -         0.715  (meters)       2.35   (feet)  ADJUSTED  
 AA0940  ___________________________________________________________________
 AA0940  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AA0940  DYNAMIC HT  -           0.713 (meters)       2.34  (feet)  COMP
 AA0940  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 AA0940
 AA0940  VERT ORDER  -  SECOND    CLASS I
 AA0940
 AA0940.The horizontal coordinates were scaled from a topographic map and have
 AA0940.an estimated accuracy of +/- 6 seconds.
 AA0940
 AA0940.The orthometric height was determined by differential leveling
 AA0940.and adjusted by the National Geodetic Survey in June 1991..
 AA0940
 AA0940.This Tidal Bench Mark is designated as VM 6038
 AA0940.by the Center for Operational Oceanographic Products and Services.
 AA0940
 AA0940.The geoid height was determined by GEOID03.
 AA0940
 AA0940.The dynamic height is computed by dividing the NAVD 88
 AA0940.geopotential number by the normal gravity value computed on the
 AA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0940.degrees latitude (g = 980.6199 gals.).
 AA0940
 AA0940.The modeled gravity was interpolated from observed gravity values.
 AA0940
 AA0940;                    North         East    Units  Estimated Accuracy
 AA0940;SPC FL E     -    68,860.      241,770.      MT  (+/- 180 meters Scaled)
 AA0940
 AA0940                          SUPERSEDED SURVEY CONTROL
 AA0940
 AA0940  NGVD 29 (09/01/92)    1.183  (m)            3.88   (f) ADJUSTED    2 1
 AA0940
 AA0940.Superseded values are not recommended for survey control.
 AA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0940.See file dsdata.txt to determine how the superseded data were derived.
 AA0940
 AA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417599(NAD 83)
 AA0940_MARKER: DJ = TIDAL STATION DISK
 AA0940_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0940_SP_SET: WALKWAY
 AA0940_STAMPING: NO 4 1975
 AA0940_MARK LOGO: NOS   
 AA0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0940
 AA0940  HISTORY     - Date     Condition        Report By
 AA0940  HISTORY     - 1975     MONUMENTED       NOS
 AA0940  HISTORY     - 1982     GOOD             FLDNR
 AA0940
 AA0940                          STATION DESCRIPTION
 AA0940
 AA0940'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0940'2.4 MI NE FROM ISLAMORADA.
 AA0940'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES NORTHEAST
 AA0940'ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE, CONTINUE 0.25
 AA0940'MILE ALONG U.S. 1 TO VENETIAN BOULEVARD, GO NORTHWEST ALONG
 AA0940'VENETIAN BOULEVARD 0.1 MILE TO PALERMO DRIVE, GO 0.2 MILE
 AA0940'SOUTHWEST ALONG PALERMO DRIVE TO THE ISLAMORADA U.S. COAST
 AA0940'GUARD STATION AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AA0940'WALKWAY THAT BORDERS THE SEAWALL ON THE WEST SIDE OF THE BASE.
 AA0940'THE MARK BEARS 33.3 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 AA0940'OF THE SEAWALL, 1.4 FEET NORTHEAST OF THE WEST SIDE OF A 1.3-FOOT
 AA0940'HIGH CONCRETE WALL (SEAWALL), AND 36.5 FEET SOUTH OF THE
 AA0940'SOUTHWEST CORNER OF THE MAIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0935 ***********************************************************************
 AA0935  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0935  DESIGNATION -  872 3787 F TIDAL
 AA0935  PID         -  AA0935
 AA0935  STATE/COUNTY-  FL/MONROE
 AA0935  USGS QUAD   -  PLANTATION KEY (1971)
 AA0935
 AA0935                         *CURRENT SURVEY CONTROL
 AA0935  ___________________________________________________________________
 AA0935* NAD 83(1986)-  24 57 16.     (N)    080 34 57.     (W)     SCALED    
 AA0935* NAVD 88     -         2.849  (meters)       9.35   (feet)  ADJUSTED  
 AA0935  ___________________________________________________________________
 AA0935  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AA0935  DYNAMIC HT  -           2.844 (meters)       9.33  (feet)  COMP
 AA0935  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AA0935
 AA0935  VERT ORDER  -  FIRST     CLASS II
 AA0935
 AA0935.The horizontal coordinates were scaled from a topographic map and have
 AA0935.an estimated accuracy of +/- 6 seconds.
 AA0935
 AA0935.The orthometric height was determined by differential leveling
 AA0935.and adjusted by the National Geodetic Survey in June 1991..
 AA0935
 AA0935.This Tidal Bench Mark is designated as VM 6219
 AA0935.by the Center for Operational Oceanographic Products and Services.
 AA0935
 AA0935.The geoid height was determined by GEOID03.
 AA0935
 AA0935.The dynamic height is computed by dividing the NAVD 88
 AA0935.geopotential number by the normal gravity value computed on the
 AA0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0935.degrees latitude (g = 980.6199 gals.).
 AA0935
 AA0935.The modeled gravity was interpolated from observed gravity values.
 AA0935
 AA0935;                    North         East    Units  Estimated Accuracy
 AA0935;SPC FL E     -    68,860.      242,160.      MT  (+/- 180 meters Scaled)
 AA0935
 AA0935                          SUPERSEDED SURVEY CONTROL
 AA0935
 AA0935  NGVD 29 (09/01/92)    3.318  (m)           10.89   (f) ADJUSTED    1 2
 AA0935
 AA0935.Superseded values are not recommended for survey control.
 AA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0935.See file dsdata.txt to determine how the superseded data were derived.
 AA0935
 AA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH421599(NAD 83)
 AA0935_MARKER: DJ = TIDAL STATION DISK
 AA0935_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0935_SP_SET: CONCRETE BASE FOR POWER POLE
 AA0935_STAMPING: 3787 F 1982
 AA0935_MARK LOGO: NOS   
 AA0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0935+STABILITY: SURFACE MOTION
 AA0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0935+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0935
 AA0935  HISTORY     - Date     Condition        Report By
 AA0935  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0935  HISTORY     - 19901114 GOOD             FLDNR
 AA0935
 AA0935                          STATION DESCRIPTION
 AA0935
 AA0935'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0935'2.6 MI NE FROM ISLAMORADA.
 AA0935'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.6 MILES
 AA0935'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AA0935'IS SET FLUSH IN THE 4.8-FOOT DIAMETER CONCRETE BASE FOR
 AA0935'POWER POLE NUMBER 598.  THE MARK BEARS 39.0 FEET
 AA0935'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 98.5 FEET
 AA0935'EAST-NORTHEAST OF THE CENTERLINE OF VENETIAN BOULEVARD,
 AA0935'10.6 FEET WEST-SOUTHWEST OF MILE MARKER POST 86, AND ABOUT
 AA0935'O.3 MILE NORTHEAST OF THE SNAKE CREEK BRIDGE.
 AA0935'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0935
 AA0935                          STATION RECOVERY (1990)
 AA0935
 AA0935'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0937 ***********************************************************************
 AA0937  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0937  DESIGNATION -  872 3787 G TIDAL
 AA0937  PID         -  AA0937
 AA0937  STATE/COUNTY-  FL/MONROE
 AA0937  USGS QUAD   -  PLANTATION KEY (1971)
 AA0937
 AA0937                         *CURRENT SURVEY CONTROL
 AA0937  ___________________________________________________________________
 AA0937* NAD 83(1986)-  24 57 11.     (N)    080 35 12.     (W)     SCALED    
 AA0937* NAVD 88     -         2.528  (meters)       8.29   (feet)  ADJUSTED  
 AA0937  ___________________________________________________________________
 AA0937  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AA0937  DYNAMIC HT  -           2.524 (meters)       8.28  (feet)  COMP
 AA0937  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 AA0937
 AA0937  VERT ORDER  -  SECOND    CLASS I
 AA0937
 AA0937.The horizontal coordinates were scaled from a topographic map and have
 AA0937.an estimated accuracy of +/- 6 seconds.
 AA0937
 AA0937.The orthometric height was determined by differential leveling
 AA0937.and adjusted by the National Geodetic Survey in June 1991..
 AA0937
 AA0937.This Tidal Bench Mark is designated as VM 6220
 AA0937.by the Center for Operational Oceanographic Products and Services.
 AA0937
 AA0937.The geoid height was determined by GEOID03.
 AA0937
 AA0937.The dynamic height is computed by dividing the NAVD 88
 AA0937.geopotential number by the normal gravity value computed on the
 AA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0937.degrees latitude (g = 980.6199 gals.).
 AA0937
 AA0937.The modeled gravity was interpolated from observed gravity values.
 AA0937
 AA0937;                    North         East    Units  Estimated Accuracy
 AA0937;SPC FL E     -    68,710.      241,740.      MT  (+/- 180 meters Scaled)
 AA0937
 AA0937                          SUPERSEDED SURVEY CONTROL
 AA0937
 AA0937  NGVD 29 (09/01/92)    2.997  (m)            9.83   (f) ADJUSTED    2 1
 AA0937
 AA0937.Superseded values are not recommended for survey control.
 AA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0937.See file dsdata.txt to determine how the superseded data were derived.
 AA0937
 AA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417598(NAD 83)
 AA0937_MARKER: DJ = TIDAL STATION DISK
 AA0937_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0937_SP_SET: BASE OF POWER POLE
 AA0937_STAMPING: 3787 G 1982
 AA0937_MARK LOGO: NOS   
 AA0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0937+STABILITY: SURFACE MOTION
 AA0937
 AA0937  HISTORY     - Date     Condition        Report By
 AA0937  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0937
 AA0937                          STATION DESCRIPTION
 AA0937
 AA0937'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0937'2.3 MI NE FROM ISLAMORADA.
 AA0937'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES
 AA0937'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AA0937'IS SET FLUSH IN A 6.5-FOOT DIAMETER CONCRETE BASE FOR
 AA0937'A CONCRETE POWER POLE.  THE MARK BEARS 86.5 FEET
 AA0937'EAST-NORTHEAST OF THE EAST EDGE OF SNAKE CREEK BRIDGE, 11.4
 AA0937'FEET WEST OF THE CENTER OF A SANITARY SEWER MANHOLE COVER, AND
 AA0937'ABOUT 175 FEET WEST OF THE NORTHEAST CORNER OF THE SNAKE
 AA0937'CREEK BRIDGE.  THE POWER POLE NUMBER IS 603.
 AA0937'THE MARK IS 17 FT BELOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0936 ***********************************************************************
 AA0936  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0936  DESIGNATION -  872 3787 H TIDAL
 AA0936  PID         -  AA0936
 AA0936  STATE/COUNTY-  FL/MONROE
 AA0936  USGS QUAD   -  PLANTATION KEY (1971)
 AA0936
 AA0936                         *CURRENT SURVEY CONTROL
 AA0936  ___________________________________________________________________
 AA0936* NAD 83(1999)-  24 57 11.64045(N)    080 35 08.17241(W)     ADJUSTED  
 AA0936* NAVD 88     -         2.611  (meters)       8.57   (feet)  ADJUSTED  
 AA0936  ___________________________________________________________________
 AA0936  X           -     946,468.149 (meters)                     COMP
 AA0936  Y           -  -5,708,248.933 (meters)                     COMP
 AA0936  Z           -   2,674,369.621 (meters)                     COMP
 AA0936  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AA0936  ELLIP HEIGHT-         -21.02  (meters)          (06/19/01) GPS OBS
 AA0936  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AA0936  DYNAMIC HT  -           2.607 (meters)       8.55  (feet)  COMP
 AA0936  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 AA0936
 AA0936  HORZ ORDER  -  FIRST
 AA0936  VERT ORDER  -  SECOND    CLASS I
 AA0936  ELLP ORDER  -  FOURTH    CLASS I
 AA0936
 AA0936.The horizontal coordinates were established by GPS observations
 AA0936.and adjusted by the National Geodetic Survey in June 2001..
 AA0936
 AA0936.The orthometric height was determined by differential leveling
 AA0936.and adjusted by the National Geodetic Survey in June 1991..
 AA0936
 AA0936.This Tidal Bench Mark is designated as VM 6221
 AA0936.by the Center for Operational Oceanographic Products and Services.
 AA0936
 AA0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0936
 AA0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0936
 AA0936.The ellipsoidal height was determined by GPS observations
 AA0936.and is referenced to NAD 83.
 AA0936
 AA0936.The geoid height was determined by GEOID03.
 AA0936
 AA0936.The dynamic height is computed by dividing the NAVD 88
 AA0936.geopotential number by the normal gravity value computed on the
 AA0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0936.degrees latitude (g = 980.6199 gals.).
 AA0936
 AA0936.The modeled gravity was interpolated from observed gravity values.
 AA0936
 AA0936;                    North         East     Units Scale Factor Converg.
 AA0936;SPC FL E     -    68,724.660   241,846.965   MT  0.99996279   +0 10 29.4
 AA0936;SPC FL E     -   225,474.16    793,459.58   sFT  0.99996279   +0 10 29.4
 AA0936;UTM  17      - 2,759,833.193   541,832.687   MT  0.99962161   +0 10 29.4
 AA0936
 AA0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0936!SPC FL E     -   1.00000330  x   0.99996279  =   0.99996609
 AA0936!UTM  17      -   1.00000330  x   0.99962161  =   0.99962491
 AA0936
 AA0936                          SUPERSEDED SURVEY CONTROL
 AA0936
 AA0936  NAD 83(1990)-  24 57 11.63948(N)    080 35 08.17143(W) AD(       ) 1
 AA0936  ELLIP H (12/14/93)  -21.00   (m)                       GP(       ) 4 1
 AA0936  NAVD 88 (12/14/93)    2.61   (m)            8.6    (f) LEVELING    3  
 AA0936  NGVD 29 (09/01/92)    3.080  (m)           10.11   (f) ADJUSTED    2 1
 AA0936
 AA0936.Superseded values are not recommended for survey control.
 AA0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0936.See file dsdata.txt to determine how the superseded data were derived.
 AA0936
 AA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4183359833(NAD 83)
 AA0936_MARKER: DJ = TIDAL STATION DISK
 AA0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0936_SP_SET: VALVE VAULT
 AA0936_STAMPING: 3787 H 1982
 AA0936_MARK LOGO: NOS   
 AA0936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0936+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1993
 AA0936
 AA0936  HISTORY     - Date     Condition        Report By
 AA0936  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0936  HISTORY     - 19930211 GOOD             KEISCH
 AA0936
 AA0936                          STATION DESCRIPTION
 AA0936
 AA0936'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0936'2.4 MI NE FROM ISLAMORADA.
 AA0936'THE MARK IS 6.0 FT BELOW ROAD.
 AA0936'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.4 MILES
 AA0936'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AA0936'IS SET FLUSH IN THE NORTHWEST CORNER OF A LARGE
 AA0936'CONCRETE SERVICE BOX FOR THE WATER LINE MAIN.  THE
 AA0936'MARK BEARS ABOUT 350 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AA0936'CORNER OF THE SNAKE CREEK BRIDGE, 25.8 FEET EAST-SOUTHEAST
 AA0936'OF THE CENTER OF A MANHOLE SEWER COVER, 51.4 FEET
 AA0936'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 72.0
 AA0936'FEET SOUTHEAST OF A FINA GAS SIGN, AND 17.7 FEET WEST-SOUTHWEST
 AA0936'OF THE NORTHEAST CORNER OF THE SERVICE BOX.
 AA0936
 AA0936                          STATION RECOVERY (1993)
 AA0936
 AA0936'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993
 AA0936'THE STATION IS LOCATED ON PLANTATION KEY, 2.8 MI (4.5 KM) NORTHEAST OF
 AA0936'THE ISLAMORADA POST OFFICE, AT THE NORTHEAST END OF THE BRIDGE OVER
 AA0936'SNAKE CREEK IN THE NORTHWEST RIGHT-OF-WAY OF U.S. 1.
 AA0936'TO REACH THE STATION FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST
 AA0936'ON U.S. 1 FOR 2.8 MI (4.5 KM) ACROSS THE SNAKE CREEK BRIDGE TO THE
 AA0936'PARKING LOT OF COBRA MARINE ON THE LEFT AND THE STATION ON THE LEFT.
 AA0936'THE STATION LIES ON TOP OF A VALVE VAULT (A MASSIVE CONCRETE
 AA0936'STRUCTURE WITH A MANHOLE COVER), 26.9 FT (8.2 M) NORTH OF A GUARD
 AA0936'RAIL, AND 2.6 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST.
 AA0936'THE STATION IS A NATIONAL OCEAN SERVICE BENCH MARK DISC SET IN
 AA0936'CONCRETE ON A VALVE VAULT STAMPED 3787H 1982.
 AA0936'REFERENCES--
 AA0936'STEEL POWER POLE (NO 602), MAGNETIC AZIMUTH OF 265 DEGREES AT 137.7 FT
 AA0936'(42.0 M).
 AA0936'KEITH AND SCHNARS NAIL AND DISC, SET IN AN ASPHALT PARKING LOT,
 AA0936'MAGNETIC AZIMUTH OF 17 DEGREES AT 20.01 FT (6.10 M).
 AA0936'X-CUT, SET IN THE TOP OF A VALVE VAULT, MAGNETIC AZIMUTH OF 60 DEGREES
 AA0936'AT 17.60 FT (5.36 M).
 AA0936'X-CUT, SET IN THE TOP OF A VALVE VAULT, MAGNETIC AZIMUTH OF 95 DEGREES
 AA0936'AT 19.58 FT (5.97 M).
 AA0936'X-CUT, SET IN THE TOP OF A CONCRETE HEADWALL, MAGNETIC AZIMUTH OF 164
 AA0936'DEGREES AT 17.41 FT (5.31 M).
 AA0936'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 237 DEGREES AT 2.6 FT
 AA0936'(0.8 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0938 ***********************************************************************
 AA0938  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0938  DESIGNATION -  872 3787 J TIDAL FLDT
 AA0938  PID         -  AA0938
 AA0938  STATE/COUNTY-  FL/MONROE
 AA0938  USGS QUAD   -  PLANTATION KEY (1971)
 AA0938
 AA0938                         *CURRENT SURVEY CONTROL
 AA0938  ___________________________________________________________________
 AA0938* NAD 83(1986)-  24 57 11.     (N)    080 35 12.     (W)     SCALED    
 AA0938* NAVD 88     -         8.617  (meters)      28.27   (feet)  ADJUSTED  
 AA0938  ___________________________________________________________________
 AA0938  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AA0938  DYNAMIC HT  -           8.603 (meters)      28.23  (feet)  COMP
 AA0938  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 AA0938
 AA0938  VERT ORDER  -  SECOND    CLASS I
 AA0938
 AA0938.The horizontal coordinates were scaled from a topographic map and have
 AA0938.an estimated accuracy of +/- 6 seconds.
 AA0938
 AA0938.The orthometric height was determined by differential leveling
 AA0938.and adjusted by the National Geodetic Survey in June 1991..
 AA0938
 AA0938.This Tidal Bench Mark is designated as VM 6222
 AA0938.by the Center for Operational Oceanographic Products and Services.
 AA0938
 AA0938.The geoid height was determined by GEOID03.
 AA0938
 AA0938.The dynamic height is computed by dividing the NAVD 88
 AA0938.geopotential number by the normal gravity value computed on the
 AA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0938.degrees latitude (g = 980.6199 gals.).
 AA0938
 AA0938.The modeled gravity was interpolated from observed gravity values.
 AA0938
 AA0938;                    North         East    Units  Estimated Accuracy
 AA0938;SPC FL E     -    68,710.      241,740.      MT  (+/- 180 meters Scaled)
 AA0938
 AA0938                          SUPERSEDED SURVEY CONTROL
 AA0938
 AA0938  NGVD 29 (09/01/92)    9.086  (m)           29.81   (f) ADJUSTED    2 1
 AA0938
 AA0938.Superseded values are not recommended for survey control.
 AA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0938.See file dsdata.txt to determine how the superseded data were derived.
 AA0938
 AA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417598(NAD 83)
 AA0938_MARKER: DB = BENCH MARK DISK
 AA0938_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0938_SP_SET: BRIDGE RAIL
 AA0938_STAMPING: 3787 J
 AA0938_MARK LOGO: FLDT  
 AA0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0938
 AA0938  HISTORY     - Date     Condition        Report By
 AA0938  HISTORY     - UNK      MONUMENTED       FLDT
 AA0938  HISTORY     - 1982     GOOD             FLDNR
 AA0938  HISTORY     - 1986     GOOD             FLDNR
 AA0938
 AA0938                          STATION DESCRIPTION
 AA0938
 AA0938'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0938'2.3 MI NE FROM ISLAMORADA.
 AA0938'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES
 AA0938'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE
 AA0938'AND THE MARK.  THE MARK IS SET IN THE TOP OF THE CONCRETE RAIL
 AA0938'OF THE NEW BRIDGE.  THE MARK BEARS 9.7 FEET WEST-SOUTHWEST
 AA0938'OF THE NORTHEAST CORNER OF THE RAIL, AND 21.2 FEET NORTHWEST
 AA0938'OF THE CENTERLINE OF THE BRIDGE.
 AA0938'THE MARK IS 2.8 FT ABOVE ROAD.
 AA0938
 AA0938                          STATION RECOVERY (1986)
 AA0938
 AA0938'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1737 ***********************************************************************
 AA1737  DESIGNATION -  872 3787 K TIDAL
 AA1737  PID         -  AA1737
 AA1737  STATE/COUNTY-  FL/MONROE
 AA1737  USGS QUAD   -  PLANTATION KEY (1971)
 AA1737
 AA1737                         *CURRENT SURVEY CONTROL
 AA1737  ___________________________________________________________________
 AA1737* NAD 83(1986)-  24 57 09.     (N)    080 35 14.     (W)     SCALED    
 AA1737* NAVD 88     -         8.379  (meters)      27.49   (feet)  ADJUSTED  
 AA1737  ___________________________________________________________________
 AA1737  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AA1737  DYNAMIC HT  -           8.365 (meters)      27.44  (feet)  COMP
 AA1737  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 AA1737
 AA1737  VERT ORDER  -  FIRST     CLASS II
 AA1737
 AA1737.The horizontal coordinates were scaled from a topographic map and have
 AA1737.an estimated accuracy of +/- 6 seconds.
 AA1737
 AA1737.The orthometric height was determined by differential leveling
 AA1737.and adjusted by the National Geodetic Survey in May 1994..
 AA1737
 AA1737.The geoid height was determined by GEOID03.
 AA1737
 AA1737.The dynamic height is computed by dividing the NAVD 88
 AA1737.geopotential number by the normal gravity value computed on the
 AA1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1737.degrees latitude (g = 980.6199 gals.).
 AA1737
 AA1737.The modeled gravity was interpolated from observed gravity values.
 AA1737
 AA1737;                    North         East    Units  Estimated Accuracy
 AA1737;SPC FL E     -    68,640.      241,680.      MT  (+/- 180 meters Scaled)
 AA1737
 AA1737                          SUPERSEDED SURVEY CONTROL
 AA1737
 AA1737  NGVD 29 (09/01/92)    8.848  (m)           29.03   (f) ADJUSTED    1 2
 AA1737
 AA1737.Superseded values are not recommended for survey control.
 AA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1737.See file dsdata.txt to determine how the superseded data were derived.
 AA1737
 AA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH416597(NAD 83)
 AA1737_MARKER: DB = BENCH MARK DISK
 AA1737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1737_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1737_STAMPING: 3787 K 1987
 AA1737_MARK LOGO: FLDT  
 AA1737_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1737+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1737
 AA1737  HISTORY     - Date     Condition        Report By
 AA1737  HISTORY     - 1987     MONUMENTED       FLDT
 AA1737  HISTORY     - 19901114 GOOD             FLDNR
 AA1737
 AA1737                          STATION DESCRIPTION
 AA1737
 AA1737'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1737'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 AA1737'U.S. HIGHWAY 1 FOR 2.3 MI (3.7 KM) TO THE SOUTHWEST END OF THE
 AA1737'BRIDGE OVER SNAKE CREEK AND THE MARK ON THE RIGHT, SET IN THE END OF
 AA1737'THE GUARDRAIL.  LOCATED 21 FT (6.4 M) SOUTH OF THE CENTERLINE OF U.S.
 AA1737'HIGHWAY 1 AND 9 FT (2.7 M) EAST OF THE WEST END OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1735 ***********************************************************************
 AA1735  DESIGNATION -  872 3795 F TIDAL
 AA1735  PID         -  AA1735
 AA1735  STATE/COUNTY-  FL/MONROE
 AA1735  USGS QUAD   -  PLANTATION KEY (1971)
 AA1735
 AA1735                         *CURRENT SURVEY CONTROL
 AA1735  ___________________________________________________________________
 AA1735* NAD 83(1986)-  24 56 22.     (N)    080 36 37.     (W)     SCALED    
 AA1735* NAVD 88     -         5.543  (meters)      18.19   (feet)  ADJUSTED  
 AA1735  ___________________________________________________________________
 AA1735  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AA1735  DYNAMIC HT  -           5.534 (meters)      18.16  (feet)  COMP
 AA1735  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 AA1735
 AA1735  VERT ORDER  -  FIRST     CLASS II
 AA1735
 AA1735.The horizontal coordinates were scaled from a topographic map and have
 AA1735.an estimated accuracy of +/- 6 seconds.
 AA1735
 AA1735.The orthometric height was determined by differential leveling
 AA1735.and adjusted by the National Geodetic Survey in May 1994..
 AA1735
 AA1735.The geoid height was determined by GEOID03.
 AA1735
 AA1735.The dynamic height is computed by dividing the NAVD 88
 AA1735.geopotential number by the normal gravity value computed on the
 AA1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1735.degrees latitude (g = 980.6199 gals.).
 AA1735
 AA1735.The modeled gravity was interpolated from observed gravity values.
 AA1735
 AA1735;                    North         East    Units  Estimated Accuracy
 AA1735;SPC FL E     -    67,190.      239,360.      MT  (+/- 180 meters Scaled)
 AA1735
 AA1735                          SUPERSEDED SURVEY CONTROL
 AA1735
 AA1735  NGVD 29 (09/01/92)    6.010  (m)           19.72   (f) ADJUSTED    1 2
 AA1735
 AA1735.Superseded values are not recommended for survey control.
 AA1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1735.See file dsdata.txt to determine how the superseded data were derived.
 AA1735
 AA1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH393582(NAD 83)
 AA1735_MARKER: DB = BENCH MARK DISK
 AA1735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1735_SP_SET: CONCRETE RETAINING WALL
 AA1735_STAMPING: 3795 F
 AA1735_MARK LOGO: FLDT  
 AA1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1735+STABILITY: SURFACE MOTION
 AA1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1735+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1735
 AA1735  HISTORY     - Date     Condition        Report By
 AA1735  HISTORY     - UNK      MONUMENTED       FLDT
 AA1735  HISTORY     - 19901114 GOOD             FLDNR
 AA1735
 AA1735                          STATION DESCRIPTION
 AA1735
 AA1735'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1735'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 AA1735'U.S. HIGHWAY 1 FOR 1.2 MI (1.9 KM) TO THE NORTHERN END OF THE WHALE
 AA1735'HARBOR CHANNEL BRIDGE AND THE MARK.  LOCATED 21 FT (6.4 M) EAST OF
 AA1735'THE CENTERLINE OF U.S. HIGHWAY 1, 0.5 FT (0.2 M) SOUTHWEST OF THE
 AA1735'END OF THE RAILING AND IS SET IN THE WALL 2.8 FT (0.9 M) ABOVE THE
 AA1735'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1736 ***********************************************************************
 AA1736  DESIGNATION -  872 3795 G TIDAL
 AA1736  PID         -  AA1736
 AA1736  STATE/COUNTY-  FL/MONROE
 AA1736  USGS QUAD   -  PLANTATION KEY (1971)
 AA1736
 AA1736                         *CURRENT SURVEY CONTROL
 AA1736  ___________________________________________________________________
 AA1736* NAD 83(1986)-  24 56 23.     (N)    080 36 37.     (W)     SCALED    
 AA1736* NAVD 88     -         1.346  (meters)       4.42   (feet)  ADJUSTED  
 AA1736  ___________________________________________________________________
 AA1736  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AA1736  DYNAMIC HT  -           1.343 (meters)       4.41  (feet)  COMP
 AA1736  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 AA1736
 AA1736  VERT ORDER  -  FIRST     CLASS II
 AA1736
 AA1736.The horizontal coordinates were scaled from a topographic map and have
 AA1736.an estimated accuracy of +/- 6 seconds.
 AA1736
 AA1736.The orthometric height was determined by differential leveling
 AA1736.and adjusted by the National Geodetic Survey in May 1994..
 AA1736
 AA1736.The geoid height was determined by GEOID03.
 AA1736
 AA1736.The dynamic height is computed by dividing the NAVD 88
 AA1736.geopotential number by the normal gravity value computed on the
 AA1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1736.degrees latitude (g = 980.6199 gals.).
 AA1736
 AA1736.The modeled gravity was interpolated from observed gravity values.
 AA1736
 AA1736;                    North         East    Units  Estimated Accuracy
 AA1736;SPC FL E     -    67,220.      239,360.      MT  (+/- 180 meters Scaled)
 AA1736
 AA1736                          SUPERSEDED SURVEY CONTROL
 AA1736
 AA1736  NGVD 29 (09/01/92)    1.812  (m)            5.94   (f) ADJUSTED    1 2
 AA1736
 AA1736.Superseded values are not recommended for survey control.
 AA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1736.See file dsdata.txt to determine how the superseded data were derived.
 AA1736
 AA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH393583(NAD 83)
 AA1736_MARKER: DJ = TIDAL STATION DISK
 AA1736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1736_SP_SET: SEAWALL ABOVE PILEING
 AA1736_STAMPING: 3795 G 1987
 AA1736_MARK LOGO: NOS   
 AA1736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1736+STABILITY: SURFACE MOTION
 AA1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1736+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1736
 AA1736  HISTORY     - Date     Condition        Report By
 AA1736  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1736  HISTORY     - 19901114 GOOD             FLDNR
 AA1736
 AA1736                          STATION DESCRIPTION
 AA1736
 AA1736'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1736'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 AA1736'U.S. HIGHWAY 1 FOR 1.2 MI (1.9 KM) TO THE NORTHERN END OF THE WHALE
 AA1736'HARBOR CHANNEL BRIDGE AND THE MARK SET, IN THE CORNER OF THE SEA WALL
 AA1736'NORTHWEST OF THE BRIDGE.  LOCATED 76 FT (23.2 M) NORTHWEST OF THE
 AA1736'CENTERLINE OF U.S. HIGHWAY 1, 28 FT (8.5 M) WEST OF POWER POLE
 AA1736'NUMBER 629, 56 FT (17.1 M) NORTHWEST OF THE BRIDGE ALONG THE SEAWALL,
 AA1736'3.5 FT (1.1 M) NORTHEAST OF THE SEAWARD END OF THE SEAWALL AND 35.5
 AA1736'FT (10.8 M) SOUTHWEST OF THE NORTHEASTERN END OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0802 ***********************************************************************
 AA0802  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0802  DESIGNATION -  872 3795 TIDAL 1
 AA0802  PID         -  AA0802
 AA0802  STATE/COUNTY-  FL/MONROE
 AA0802  USGS QUAD   -  PLANTATION KEY (1971)
 AA0802
 AA0802                         *CURRENT SURVEY CONTROL
 AA0802  ___________________________________________________________________
 AA0802* NAD 83(1986)-  24 56 25.     (N)    080 36 37.     (W)     SCALED    
 AA0802* NAVD 88     -         2.098  (meters)       6.88   (feet)  ADJUSTED  
 AA0802  ___________________________________________________________________
 AA0802  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AA0802  DYNAMIC HT  -           2.094 (meters)       6.87  (feet)  COMP
 AA0802  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 AA0802
 AA0802  VERT ORDER  -  SECOND    CLASS I
 AA0802
 AA0802.The horizontal coordinates were scaled from a topographic map and have
 AA0802.an estimated accuracy of +/- 6 seconds.
 AA0802
 AA0802.The orthometric height was determined by differential leveling
 AA0802.and adjusted by the National Geodetic Survey in June 1991..
 AA0802
 AA0802.This Tidal Bench Mark is designated as VM 6224
 AA0802.by the Center for Operational Oceanographic Products and Services.
 AA0802
 AA0802.This Tidal Bench Mark is designated as VM 6229
 AA0802.by the Center for Operational Oceanographic Products and Services.
 AA0802
 AA0802.The geoid height was determined by GEOID03.
 AA0802
 AA0802.The dynamic height is computed by dividing the NAVD 88
 AA0802.geopotential number by the normal gravity value computed on the
 AA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0802.degrees latitude (g = 980.6199 gals.).
 AA0802
 AA0802.The modeled gravity was interpolated from observed gravity values.
 AA0802
 AA0802;                    North         East    Units  Estimated Accuracy
 AA0802;SPC FL E     -    67,280.      239,360.      MT  (+/- 180 meters Scaled)
 AA0802
 AA0802                          SUPERSEDED SURVEY CONTROL
 AA0802
 AA0802.No superseded survey control is available for this station.
 AA0802
 AA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH393583(NAD 83)
 AA0802_MARKER: DJ = TIDAL STATION DISK
 AA0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0802_SP_SET: CONCRETE BASE FOR MANHOLE
 AA0802_STAMPING: NO 1 1971
 AA0802_MARK LOGO: NOS   
 AA0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0802
 AA0802  HISTORY     - Date     Condition        Report By
 AA0802  HISTORY     - 1971     MONUMENTED       NOS
 AA0802  HISTORY     - 1982     GOOD             FLDNR
 AA0802
 AA0802                          STATION DESCRIPTION
 AA0802
 AA0802'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0802'1.3 MI NE FROM ISLAMORADA.
 AA0802'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST ON
 AA0802'U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0802'MARK.  THE MARK BEARS 51.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AA0802'OLD BRIDGE OVER WHALE HARBOR CHANNEL, 30.6 FEET SOUTHEAST OF THE
 AA0802'EXTENDED CENTERLINE OF THE OLD BRIDGE, AND 15 FEET NORTHWEST
 AA0802'OF THE WATERS EDGE.
 AA0802'THE MARK IS 8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0801 ***********************************************************************
 AA0801  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0801  DESIGNATION -  872 3795 TIDAL 2
 AA0801  PID         -  AA0801
 AA0801  STATE/COUNTY-  FL/MONROE
 AA0801  USGS QUAD   -  PLANTATION KEY (1971)
 AA0801
 AA0801                         *CURRENT SURVEY CONTROL
 AA0801  ___________________________________________________________________
 AA0801* NAD 83(1986)-  24 56 29.     (N)    080 36 31.     (W)     SCALED    
 AA0801* NAVD 88     -         0.796  (meters)       2.61   (feet)  ADJUSTED  
 AA0801  ___________________________________________________________________
 AA0801  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AA0801  DYNAMIC HT  -           0.795 (meters)       2.61  (feet)  COMP
 AA0801  MODELED GRAV-     978,973.4   (mgal)                       NAVD 88
 AA0801
 AA0801  VERT ORDER  -  FIRST     CLASS II
 AA0801
 AA0801.The horizontal coordinates were scaled from a topographic map and have
 AA0801.an estimated accuracy of +/- 6 seconds.
 AA0801
 AA0801.The orthometric height was determined by differential leveling
 AA0801.and adjusted by the National Geodetic Survey in June 1991..
 AA0801
 AA0801.This Tidal Bench Mark is designated as VM 6225
 AA0801.by the Center for Operational Oceanographic Products and Services.
 AA0801
 AA0801.This Tidal Bench Mark is designated as VM 6230
 AA0801.by the Center for Operational Oceanographic Products and Services.
 AA0801
 AA0801.The geoid height was determined by GEOID03.
 AA0801
 AA0801.The dynamic height is computed by dividing the NAVD 88
 AA0801.geopotential number by the normal gravity value computed on the
 AA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0801.degrees latitude (g = 980.6199 gals.).
 AA0801
 AA0801.The modeled gravity was interpolated from observed gravity values.
 AA0801
 AA0801;                    North         East    Units  Estimated Accuracy
 AA0801;SPC FL E     -    67,410.      239,530.      MT  (+/- 180 meters Scaled)
 AA0801
 AA0801                          SUPERSEDED SURVEY CONTROL
 AA0801
 AA0801  NGVD 29 (09/01/92)    1.263  (m)            4.14   (f) ADJUSTED    1 2
 AA0801
 AA0801.Superseded values are not recommended for survey control.
 AA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0801.See file dsdata.txt to determine how the superseded data were derived.
 AA0801
 AA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH395585(NAD 83)
 AA0801_MARKER: DJ = TIDAL STATION DISK
 AA0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0801_SP_SET: CONCRETE BASE FOR MANHOLE
 AA0801_STAMPING: NO 2 1971
 AA0801_MARK LOGO: CGS   
 AA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0801+STABILITY: SURFACE MOTION
 AA0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0801+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0801
 AA0801  HISTORY     - Date     Condition        Report By
 AA0801  HISTORY     - 1971     MONUMENTED       NOS
 AA0801  HISTORY     - 1982     GOOD             FLDNR
 AA0801  HISTORY     - 19901114 GOOD             FLDNR
 AA0801
 AA0801                          STATION DESCRIPTION
 AA0801
 AA0801'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0801'IN ISLAMORADA.
 AA0801'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST ON
 AA0801'U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0801'MARK.  THE MARK BEARS 41 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1,
 AA0801'12.6 FEET NORTHWEST OF THE WATERS EDGE, AND IS 0.05 MILE NORTHEAST OF
 AA0801'THE BRIDGE OVER WHALE HARBOR CHANNEL.
 AA0801'THE MARK IS 1 FT BELOW HIGHWAY.
 AA0801
 AA0801                          STATION RECOVERY (1990)
 AA0801
 AA0801'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0800 ***********************************************************************
 AA0800  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0800  DESIGNATION -  872 3795 TIDAL 3
 AA0800  PID         -  AA0800
 AA0800  STATE/COUNTY-  FL/MONROE
 AA0800  USGS QUAD   -  PLANTATION KEY (1971)
 AA0800
 AA0800                         *CURRENT SURVEY CONTROL
 AA0800  ___________________________________________________________________
 AA0800* NAD 83(1986)-  24 56 29.     (N)    080 36 31.     (W)     SCALED    
 AA0800* NAVD 88     -         1.260  (meters)       4.13   (feet)  ADJUSTED  
 AA0800  ___________________________________________________________________
 AA0800  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AA0800  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 AA0800  MODELED GRAV-     978,973.4   (mgal)                       NAVD 88
 AA0800
 AA0800  VERT ORDER  -  SECOND    CLASS I
 AA0800
 AA0800.The horizontal coordinates were scaled from a topographic map and have
 AA0800.an estimated accuracy of +/- 6 seconds.
 AA0800
 AA0800.The orthometric height was determined by differential leveling
 AA0800.and adjusted by the National Geodetic Survey in June 1991..
 AA0800
 AA0800.This Tidal Bench Mark is designated as VM 6226
 AA0800.by the Center for Operational Oceanographic Products and Services.
 AA0800
 AA0800.This Tidal Bench Mark is designated as VM 6231
 AA0800.by the Center for Operational Oceanographic Products and Services.
 AA0800
 AA0800.The geoid height was determined by GEOID03.
 AA0800
 AA0800.The dynamic height is computed by dividing the NAVD 88
 AA0800.geopotential number by the normal gravity value computed on the
 AA0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0800.degrees latitude (g = 980.6199 gals.).
 AA0800
 AA0800.The modeled gravity was interpolated from observed gravity values.
 AA0800
 AA0800;                    North         East    Units  Estimated Accuracy
 AA0800;SPC FL E     -    67,410.      239,530.      MT  (+/- 180 meters Scaled)
 AA0800
 AA0800                          SUPERSEDED SURVEY CONTROL
 AA0800
 AA0800.No superseded survey control is available for this station.
 AA0800
 AA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH395585(NAD 83)
 AA0800_MARKER: DJ = TIDAL STATION DISK
 AA0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0800_SP_SET: CONCRETE BASE FOR SIGN
 AA0800_STAMPING: NO 3 1971
 AA0800_MARK LOGO: NOS   
 AA0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0800
 AA0800  HISTORY     - Date     Condition        Report By
 AA0800  HISTORY     - 1971     MONUMENTED       NOS
 AA0800  HISTORY     - 1982     GOOD             FLDNR
 AA0800  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AA0800
 AA0800                          STATION DESCRIPTION
 AA0800
 AA0800'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0800'IN ISLAMORADA.
 AA0800'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST ON
 AA0800'U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0800'MARK.  THE MARK BEARS 29.6 FEET NORTHWEST OF THE SEAWALL LEADING
 AA0800'TO THE HOLIDAY ISLE RESORT MARINA AND IS SET IN THE SOUTHWEST CORNER
 AA0800'OF THE BASE FOR A STANDARD OIL SIGN.
 AA0800'THE MARK IS 1 FT BELOW HIGHWAY.
 AA0800
 AA0800                          STATION RECOVERY (1998)
 AA0800
 AA0800'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0799 ***********************************************************************
 AA0799  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0799  DESIGNATION -  872 3795 TIDAL 4
 AA0799  PID         -  AA0799
 AA0799  STATE/COUNTY-  FL/MONROE
 AA0799  USGS QUAD   -  PLANTATION KEY (1971)
 AA0799
 AA0799                         *CURRENT SURVEY CONTROL
 AA0799  ___________________________________________________________________
 AA0799* NAD 83(1986)-  24 56 31.     (N)    080 36 29.     (W)     SCALED    
 AA0799* NAVD 88     -         0.896  (meters)       2.94   (feet)  ADJUSTED  
 AA0799  ___________________________________________________________________
 AA0799  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AA0799  DYNAMIC HT  -           0.894 (meters)       2.93  (feet)  COMP
 AA0799  MODELED GRAV-     978,973.4   (mgal)                       NAVD 88
 AA0799
 AA0799  VERT ORDER  -  SECOND    CLASS I
 AA0799
 AA0799.The horizontal coordinates were scaled from a topographic map and have
 AA0799.an estimated accuracy of +/- 6 seconds.
 AA0799
 AA0799.The orthometric height was determined by differential leveling
 AA0799.and adjusted by the National Geodetic Survey in June 1991..
 AA0799
 AA0799.This Tidal Bench Mark is designated as VM 6227
 AA0799.by the Center for Operational Oceanographic Products and Services.
 AA0799
 AA0799.This Tidal Bench Mark is designated as VM 6232
 AA0799.by the Center for Operational Oceanographic Products and Services.
 AA0799
 AA0799.The geoid height was determined by GEOID03.
 AA0799
 AA0799.The dynamic height is computed by dividing the NAVD 88
 AA0799.geopotential number by the normal gravity value computed on the
 AA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0799.degrees latitude (g = 980.6199 gals.).
 AA0799
 AA0799.The modeled gravity was interpolated from observed gravity values.
 AA0799
 AA0799;                    North         East    Units  Estimated Accuracy
 AA0799;SPC FL E     -    67,470.      239,580.      MT  (+/- 180 meters Scaled)
 AA0799
 AA0799                          SUPERSEDED SURVEY CONTROL
 AA0799
 AA0799.No superseded survey control is available for this station.
 AA0799
 AA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH395585(NAD 83)
 AA0799_MARKER: DJ = TIDAL STATION DISK
 AA0799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0799_SP_SET: CONCRETE SEAWALL
 AA0799_STAMPING: NO 4 1971
 AA0799_MARK LOGO: NOS   
 AA0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0799+STABILITY: SURFACE MOTION
 AA0799
 AA0799  HISTORY     - Date     Condition        Report By
 AA0799  HISTORY     - 1971     MONUMENTED       NOS
 AA0799  HISTORY     - 1982     GOOD             FLDNR
 AA0799  HISTORY     - 19981115 GOOD             USPSQD
 AA0799
 AA0799                          STATION DESCRIPTION
 AA0799
 AA0799'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0799'IN ISLAMORADA.
 AA0799'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST
 AA0799'ON U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0799'MARK.  THE MARK BEARS 131 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 AA0799'1 AND IS SET IN THE NORTH CORNER OF THE HOLIDAY ISLE RESORT
 AA0799'MARINA.
 AA0799'THE MARK IS 2 FT BELOW HIGHWAY.
 AA0799
 AA0799                          STATION RECOVERY (1998)
 AA0799
 AA0799'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0832 ***********************************************************************
 AA0832  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0832  DESIGNATION -  872 3808 G TIDAL
 AA0832  PID         -  AA0832
 AA0832  STATE/COUNTY-  FL/MONROE
 AA0832  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0832
 AA0832                         *CURRENT SURVEY CONTROL
 AA0832  ___________________________________________________________________
 AA0832* NAD 83(1986)-  24 55 23.     (N)    080 37 46.     (W)     SCALED    
 AA0832* NAVD 88     -         2.085  (meters)       6.84   (feet)  ADJUSTED  
 AA0832  ___________________________________________________________________
 AA0832  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AA0832  DYNAMIC HT  -           2.081 (meters)       6.83  (feet)  COMP
 AA0832  MODELED GRAV-     978,971.2   (mgal)                       NAVD 88
 AA0832
 AA0832  VERT ORDER  -  FIRST     CLASS II
 AA0832
 AA0832.The horizontal coordinates were scaled from a topographic map and have
 AA0832.an estimated accuracy of +/- 6 seconds.
 AA0832
 AA0832.The orthometric height was determined by differential leveling
 AA0832.and adjusted by the National Geodetic Survey in June 1991..
 AA0832
 AA0832.This Tidal Bench Mark is designated as VM 10811
 AA0832.by the Center for Operational Oceanographic Products and Services.
 AA0832
 AA0832.The geoid height was determined by GEOID03.
 AA0832
 AA0832.The dynamic height is computed by dividing the NAVD 88
 AA0832.geopotential number by the normal gravity value computed on the
 AA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0832.degrees latitude (g = 980.6199 gals.).
 AA0832
 AA0832.The modeled gravity was interpolated from observed gravity values.
 AA0832
 AA0832;                    North         East    Units  Estimated Accuracy
 AA0832;SPC FL E     -    65,370.      237,430.      MT  (+/- 180 meters Scaled)
 AA0832
 AA0832                          SUPERSEDED SURVEY CONTROL
 AA0832
 AA0832  NGVD 29 (09/01/92)    2.547  (m)            8.36   (f) ADJUSTED    1 2
 AA0832
 AA0832.Superseded values are not recommended for survey control.
 AA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0832.See file dsdata.txt to determine how the superseded data were derived.
 AA0832
 AA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH374564(NAD 83)
 AA0832_MARKER: DJ = TIDAL STATION DISK
 AA0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0832_SP_SET: CONCRETE BOX DRAIN
 AA0832_STAMPING: 3808 G 1982
 AA0832_MARK LOGO: NOS   
 AA0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0832+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0832
 AA0832  HISTORY     - Date     Condition        Report By
 AA0832  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0832  HISTORY     - 19901114 GOOD             FLDNR
 AA0832
 AA0832                          STATION DESCRIPTION
 AA0832
 AA0832'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0832'IN ISLAMORADA.
 AA0832'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ALONG
 AA0832'U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET IN THE SOUTHEAST EDGE OF
 AA0832'A 4.6-FOOT BY 2.6-FOOT BOX DRAIN.  THE MARK BEARS 49.7 FEET
 AA0832'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 143.0 FEET SOUTHWEST
 AA0832'OF THE CENTERLINE OF LAST STREET, 48.0 FEET SOUTHWEST OF A CONCRETE
 AA0832'POWER POLE NUMBER 655, AND 0.5 FOOT SOUTHEAST OF THE SOUTHEAST END
 AA0832'OF A METAL DRAIN COVER.  THE MARK IS IN THE DRIVEWAY FOR THE SUNSET
 AA0832'INN RESTAURANT AND BAR.
 AA0832'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AA0832
 AA0832                          STATION RECOVERY (1990)
 AA0832
 AA0832'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0836 ***********************************************************************
 AA0836  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0836  DESIGNATION -  872 3808 TIDAL 1
 AA0836  PID         -  AA0836
 AA0836  STATE/COUNTY-  FL/MONROE
 AA0836  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0836
 AA0836                         *CURRENT SURVEY CONTROL
 AA0836  ___________________________________________________________________
 AA0836* NAD 83(1986)-  24 55 31.     (N)    080 37 53.     (W)     SCALED    
 AA0836* NAVD 88     -         0.754  (meters)       2.47   (feet)  ADJUSTED  
 AA0836  ___________________________________________________________________
 AA0836  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AA0836  DYNAMIC HT  -           0.753 (meters)       2.47  (feet)  COMP
 AA0836  MODELED GRAV-     978,971.2   (mgal)                       NAVD 88
 AA0836
 AA0836  VERT ORDER  -  SECOND    CLASS I
 AA0836
 AA0836.The horizontal coordinates were scaled from a topographic map and have
 AA0836.an estimated accuracy of +/- 6 seconds.
 AA0836
 AA0836.The orthometric height was determined by differential leveling
 AA0836.and adjusted by the National Geodetic Survey in June 1991..
 AA0836
 AA0836.This Tidal Bench Mark is designated as VM 10806
 AA0836.by the Center for Operational Oceanographic Products and Services.
 AA0836
 AA0836.The geoid height was determined by GEOID03.
 AA0836
 AA0836.The dynamic height is computed by dividing the NAVD 88
 AA0836.geopotential number by the normal gravity value computed on the
 AA0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0836.degrees latitude (g = 980.6199 gals.).
 AA0836
 AA0836.The modeled gravity was interpolated from observed gravity values.
 AA0836
 AA0836;                    North         East    Units  Estimated Accuracy
 AA0836;SPC FL E     -    65,620.      237,230.      MT  (+/- 180 meters Scaled)
 AA0836
 AA0836                          SUPERSEDED SURVEY CONTROL
 AA0836
 AA0836.No superseded survey control is available for this station.
 AA0836
 AA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH372567(NAD 83)
 AA0836_MARKER: DJ = TIDAL STATION DISK
 AA0836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0836_SP_SET: CONCRETE PIER WALKWAY
 AA0836_STAMPING: NO 1 1971
 AA0836_MARK LOGO: NOS   
 AA0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0836
 AA0836  HISTORY     - Date     Condition        Report By
 AA0836  HISTORY     - 1971     MONUMENTED       NOS
 AA0836  HISTORY     - 1982     GOOD             FLDNR
 AA0836
 AA0836                          STATION DESCRIPTION
 AA0836
 AA0836'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0836'1.15 MI SW FROM ISLAMORADA.
 AA0836'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0836'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0836'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0836'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0836'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0836'SET AT THE NORTHWEST END OF THE CONCRETE PIER ON THE WEST SIDE OF
 AA0836'A BOAT BASIN AND IS 8.6 FEET SOUTH OF THE NORTH CORNER OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0837 ***********************************************************************
 AA0837  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0837  DESIGNATION -  872 3808 TIDAL 2
 AA0837  PID         -  AA0837
 AA0837  STATE/COUNTY-  FL/MONROE
 AA0837  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0837
 AA0837                         *CURRENT SURVEY CONTROL
 AA0837  ___________________________________________________________________
 AA0837* NAD 83(1986)-  24 55 31.     (N)    080 37 53.     (W)     SCALED    
 AA0837* NAVD 88     -         0.864  (meters)       2.83   (feet)  ADJUSTED  
 AA0837  ___________________________________________________________________
 AA0837  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AA0837  DYNAMIC HT  -           0.863 (meters)       2.83  (feet)  COMP
 AA0837  MODELED GRAV-     978,971.2   (mgal)                       NAVD 88
 AA0837
 AA0837  VERT ORDER  -  SECOND    CLASS I
 AA0837
 AA0837.The horizontal coordinates were scaled from a topographic map and have
 AA0837.an estimated accuracy of +/- 6 seconds.
 AA0837
 AA0837.The orthometric height was determined by differential leveling
 AA0837.and adjusted by the National Geodetic Survey in June 1991..
 AA0837
 AA0837.This Tidal Bench Mark is designated as VM 10807
 AA0837.by the Center for Operational Oceanographic Products and Services.
 AA0837
 AA0837.The geoid height was determined by GEOID03.
 AA0837
 AA0837.The dynamic height is computed by dividing the NAVD 88
 AA0837.geopotential number by the normal gravity value computed on the
 AA0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0837.degrees latitude (g = 980.6199 gals.).
 AA0837
 AA0837.The modeled gravity was interpolated from observed gravity values.
 AA0837
 AA0837;                    North         East    Units  Estimated Accuracy
 AA0837;SPC FL E     -    65,620.      237,230.      MT  (+/- 180 meters Scaled)
 AA0837
 AA0837                          SUPERSEDED SURVEY CONTROL
 AA0837
 AA0837.No superseded survey control is available for this station.
 AA0837
 AA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH372567(NAD 83)
 AA0837_MARKER: DJ = TIDAL STATION DISK
 AA0837_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0837_SP_SET: CONCRETE PIER WALKWAY
 AA0837_STAMPING: NO 2 1971
 AA0837_MARK LOGO: NOS   
 AA0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0837
 AA0837  HISTORY     - Date     Condition        Report By
 AA0837  HISTORY     - 1971     MONUMENTED       NOS
 AA0837  HISTORY     - 1982     GOOD             FLDNR
 AA0837
 AA0837                          STATION DESCRIPTION
 AA0837
 AA0837'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0837'1.15 MI SW FROM ISLAMORADA.
 AA0837'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0837'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0837'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0837'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0837'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0837'NEAR THE SOUTHEAST END OF THE PIER, 0.7 FOOT SOUTHWEST OF THE SEAWALL
 AA0837'ON THE SOUTHWEST SIDE OF THE BOAT BASIN, AND 30 FEET NORTHWEST OF THE
 AA0837'NORTHWEST CORNER OF A BOAT SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0835 ***********************************************************************
 AA0835  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0835  DESIGNATION -  872 3808 TIDAL 3
 AA0835  PID         -  AA0835
 AA0835  STATE/COUNTY-  FL/MONROE
 AA0835  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0835
 AA0835                         *CURRENT SURVEY CONTROL
 AA0835  ___________________________________________________________________
 AA0835* NAD 83(1986)-  24 55 31.     (N)    080 37 53.     (W)     SCALED    
 AA0835* NAVD 88     -         0.947  (meters)       3.11   (feet)  ADJUSTED  
 AA0835  ___________________________________________________________________
 AA0835  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AA0835  DYNAMIC HT  -           0.945 (meters)       3.10  (feet)  COMP
 AA0835  MODELED GRAV-     978,971.2   (mgal)                       NAVD 88
 AA0835
 AA0835  VERT ORDER  -  SECOND    CLASS I
 AA0835
 AA0835.The horizontal coordinates were scaled from a topographic map and have
 AA0835.an estimated accuracy of +/- 6 seconds.
 AA0835
 AA0835.The orthometric height was determined by differential leveling
 AA0835.and adjusted by the National Geodetic Survey in June 1991..
 AA0835
 AA0835.This Tidal Bench Mark is designated as VM 10808
 AA0835.by the Center for Operational Oceanographic Products and Services.
 AA0835
 AA0835.The geoid height was determined by GEOID03.
 AA0835
 AA0835.The dynamic height is computed by dividing the NAVD 88
 AA0835.geopotential number by the normal gravity value computed on the
 AA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0835.degrees latitude (g = 980.6199 gals.).
 AA0835
 AA0835.The modeled gravity was interpolated from observed gravity values.
 AA0835
 AA0835;                    North         East    Units  Estimated Accuracy
 AA0835;SPC FL E     -    65,620.      237,230.      MT  (+/- 180 meters Scaled)
 AA0835
 AA0835                          SUPERSEDED SURVEY CONTROL
 AA0835
 AA0835.No superseded survey control is available for this station.
 AA0835
 AA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH372567(NAD 83)
 AA0835_MARKER: DJ = TIDAL STATION DISK
 AA0835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0835_SP_SET: CONCRETE SEAWALL
 AA0835_STAMPING: NO 3 1971
 AA0835_MARK LOGO: NOS   
 AA0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0835+STABILITY: SURFACE MOTION
 AA0835
 AA0835  HISTORY     - Date     Condition        Report By
 AA0835  HISTORY     - 1971     MONUMENTED       NOS
 AA0835  HISTORY     - 1982     GOOD             FLDNR
 AA0835
 AA0835                          STATION DESCRIPTION
 AA0835
 AA0835'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0835'1.15 MI SW FROM ISLAMORADA.
 AA0835'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0835'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0835'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0835'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0835'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0835'SET FLUSH IN TOP OF THE SEAWALL, 25.4 FEET NORTH OF THE NORTH WALL
 AA0835'OF THE APARTMENT BUILDING AND 20.5 FEET SOUTHWEST OF THE SOUTHWEST
 AA0835'SIDE OF THE BOAT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0834 ***********************************************************************
 AA0834  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0834  DESIGNATION -  872 3808 TIDAL 4
 AA0834  PID         -  AA0834
 AA0834  STATE/COUNTY-  FL/MONROE
 AA0834  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0834
 AA0834                         *CURRENT SURVEY CONTROL
 AA0834  ___________________________________________________________________
 AA0834* NAD 83(1986)-  24 55 31.     (N)    080 37 53.     (W)     SCALED    
 AA0834* NAVD 88     -         0.861  (meters)       2.82   (feet)  ADJUSTED  
 AA0834  ___________________________________________________________________
 AA0834  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AA0834  DYNAMIC HT  -           0.860 (meters)       2.82  (feet)  COMP
 AA0834  MODELED GRAV-     978,971.2   (mgal)                       NAVD 88
 AA0834
 AA0834  VERT ORDER  -  SECOND    CLASS I
 AA0834
 AA0834.The horizontal coordinates were scaled from a topographic map and have
 AA0834.an estimated accuracy of +/- 6 seconds.
 AA0834
 AA0834.The orthometric height was determined by differential leveling
 AA0834.and adjusted by the National Geodetic Survey in June 1991..
 AA0834
 AA0834.This Tidal Bench Mark is designated as VM 10809
 AA0834.by the Center for Operational Oceanographic Products and Services.
 AA0834
 AA0834.The geoid height was determined by GEOID03.
 AA0834
 AA0834.The dynamic height is computed by dividing the NAVD 88
 AA0834.geopotential number by the normal gravity value computed on the
 AA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0834.degrees latitude (g = 980.6199 gals.).
 AA0834
 AA0834.The modeled gravity was interpolated from observed gravity values.
 AA0834
 AA0834;                    North         East    Units  Estimated Accuracy
 AA0834;SPC FL E     -    65,620.      237,230.      MT  (+/- 180 meters Scaled)
 AA0834
 AA0834                          SUPERSEDED SURVEY CONTROL
 AA0834
 AA0834.No superseded survey control is available for this station.
 AA0834
 AA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH372567(NAD 83)
 AA0834_MARKER: DJ = TIDAL STATION DISK
 AA0834_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0834_SP_SET: CONCRETE SEAWALL
 AA0834_STAMPING: NO 4 1971
 AA0834_MARK LOGO: NOS   
 AA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0834+STABILITY: SURFACE MOTION
 AA0834
 AA0834  HISTORY     - Date     Condition        Report By
 AA0834  HISTORY     - 1971     MONUMENTED       NOS
 AA0834  HISTORY     - 1982     GOOD             FLDNR
 AA0834
 AA0834                          STATION DESCRIPTION
 AA0834
 AA0834'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0834'1.15 MI SW FROM ISLAMORADA.
 AA0834'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0834'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0834'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0834'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0834'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0834'SET FLUSH IN TOP OF THE SEAWALL, 46.2 FEET NORTHEAST OF THE
 AA0834'NORTHEAST CORNER OF THE APARTMENT BUILDING, AND 8.5 FEET EAST OF THE
 AA0834'EAST SIDE OF THE BOAT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0841 ***********************************************************************
 AA0841  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0841  DESIGNATION -  872 3813 E TIDAL
 AA0841  PID         -  AA0841
 AA0841  STATE/COUNTY-  FL/MONROE
 AA0841  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0841
 AA0841                         *CURRENT SURVEY CONTROL
 AA0841  ___________________________________________________________________
 AA0841* NAD 83(1986)-  24 54 55.     (N)    080 38 23.     (W)     SCALED    
 AA0841* NAVD 88     -         2.259  (meters)       7.41   (feet)  ADJUSTED  
 AA0841  ___________________________________________________________________
 AA0841  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AA0841  DYNAMIC HT  -           2.255 (meters)       7.40  (feet)  COMP
 AA0841  MODELED GRAV-     978,970.8   (mgal)                       NAVD 88
 AA0841
 AA0841  VERT ORDER  -  FIRST     CLASS II
 AA0841
 AA0841.The horizontal coordinates were scaled from a topographic map and have
 AA0841.an estimated accuracy of +/- 6 seconds.
 AA0841
 AA0841.The orthometric height was determined by differential leveling
 AA0841.and adjusted by the National Geodetic Survey in June 1991..
 AA0841
 AA0841.This Tidal Bench Mark is designated as VM 6235
 AA0841.by the Center for Operational Oceanographic Products and Services.
 AA0841
 AA0841.The geoid height was determined by GEOID03.
 AA0841
 AA0841.The dynamic height is computed by dividing the NAVD 88
 AA0841.geopotential number by the normal gravity value computed on the
 AA0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0841.degrees latitude (g = 980.6199 gals.).
 AA0841
 AA0841.The modeled gravity was interpolated from observed gravity values.
 AA0841
 AA0841;                    North         East    Units  Estimated Accuracy
 AA0841;SPC FL E     -    64,510.      236,390.      MT  (+/- 180 meters Scaled)
 AA0841
 AA0841                          SUPERSEDED SURVEY CONTROL
 AA0841
 AA0841  NGVD 29 (09/01/92)    2.719  (m)            8.92   (f) ADJUSTED    1 2
 AA0841
 AA0841.Superseded values are not recommended for survey control.
 AA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0841.See file dsdata.txt to determine how the superseded data were derived.
 AA0841
 AA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363556(NAD 83)
 AA0841_MARKER: DJ = TIDAL STATION DISK
 AA0841_SETTING: 66 = SET IN ROCK OUTCROP
 AA0841_SP_SET: ROCK OUTCROP
 AA0841_STAMPING: 3813 E 1982
 AA0841_MARK LOGO: NOS   
 AA0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0841+STABILITY: POSITION/ELEVATION WELL
 AA0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0841+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0841
 AA0841  HISTORY     - Date     Condition        Report By
 AA0841  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0841  HISTORY     - 19901114 GOOD             FLDNR
 AA0841
 AA0841                          STATION DESCRIPTION
 AA0841
 AA0841'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0841'1.5 MI SW FROM ISLAMORADA.
 AA0841'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.2 MILES SOUTHWEST ON
 AA0841'U.S. HIGHWAY 1 TO A PAVED ROAD LEADING SOUTHEAST TO A PAVED ACCESS
 AA0841'ROAD PARALLELING U.S. 1, PROCEED 0.3 MILE SOUTHWEST ALONG ACCESS ROAD
 AA0841'TO THE MARK.  THE MARK BEARS 28.2 FEET NORTHWEST OF THE CENTERLINE OF
 AA0841'THE ACCESS ROAD, 36.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 AA0841'U.S. HIGHWAY 1, 125.0 FEET SOUTHEAST OF THE SOUTH CORNER OF BAYSIDE
 AA0841'MARINA, AND 168.0 FEET NORTH OF THE INTERSECTION OF MATECUMBE AVENUE
 AA0841'AND THE ACCESS ROAD.  THE MARK IS 0.3 MILE SOUTHWEST OF BENCH MARK
 AA0841'3814 G 1982.
 AA0841'THE MARK IS 0.5 FT BELOW HIGHWAY.
 AA0841
 AA0841                          STATION RECOVERY (1990)
 AA0841
 AA0841'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0844 ***********************************************************************
 AA0844  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0844  DESIGNATION -  872 3813 F TIDAL
 AA0844  PID         -  AA0844
 AA0844  STATE/COUNTY-  FL/MONROE
 AA0844  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0844
 AA0844                         *CURRENT SURVEY CONTROL
 AA0844  ___________________________________________________________________
 AA0844* NAD 83(1986)-  24 54 47.     (N)    080 38 25.     (W)     SCALED    
 AA0844* NAVD 88     -         2.623  (meters)       8.61   (feet)  ADJUSTED  
 AA0844  ___________________________________________________________________
 AA0844  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AA0844  DYNAMIC HT  -           2.619 (meters)       8.59  (feet)  COMP
 AA0844  MODELED GRAV-     978,970.8   (mgal)                       NAVD 88
 AA0844
 AA0844  VERT ORDER  -  FIRST     CLASS II
 AA0844
 AA0844.The horizontal coordinates were scaled from a topographic map and have
 AA0844.an estimated accuracy of +/- 6 seconds.
 AA0844
 AA0844.The orthometric height was determined by differential leveling
 AA0844.and adjusted by the National Geodetic Survey in June 1991..
 AA0844
 AA0844.This Tidal Bench Mark is designated as VM 6236
 AA0844.by the Center for Operational Oceanographic Products and Services.
 AA0844
 AA0844.The geoid height was determined by GEOID03.
 AA0844
 AA0844.The dynamic height is computed by dividing the NAVD 88
 AA0844.geopotential number by the normal gravity value computed on the
 AA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0844.degrees latitude (g = 980.6199 gals.).
 AA0844
 AA0844.The modeled gravity was interpolated from observed gravity values.
 AA0844
 AA0844;                    North         East    Units  Estimated Accuracy
 AA0844;SPC FL E     -    64,260.      236,340.      MT  (+/- 180 meters Scaled)
 AA0844
 AA0844                          SUPERSEDED SURVEY CONTROL
 AA0844
 AA0844  NGVD 29 (09/01/92)    3.083  (m)           10.11   (f) ADJUSTED    1 2
 AA0844
 AA0844.Superseded values are not recommended for survey control.
 AA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0844.See file dsdata.txt to determine how the superseded data were derived.
 AA0844
 AA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363553(NAD 83)
 AA0844_MARKER: DJ = TIDAL STATION DISK
 AA0844_SETTING: 66 = SET IN ROCK OUTCROP
 AA0844_SP_SET: ROCK OUTCROP
 AA0844_STAMPING: 3813 F 1982
 AA0844_MARK LOGO: NOS   
 AA0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0844+STABILITY: POSITION/ELEVATION WELL
 AA0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0844+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0844
 AA0844  HISTORY     - Date     Condition        Report By
 AA0844  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0844  HISTORY     - 19901114 GOOD             FLDNR
 AA0844
 AA0844                          STATION DESCRIPTION
 AA0844
 AA0844'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0844'1.55 MI SW FROM ISLAMORADA.
 AA0844'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.2 MILES SOUTHWEST ON
 AA0844'U.S. HIGHWAY 1 TO A PAVED ROAD LEADING SOUTHEAST TO A PAVED ACCESS
 AA0844'ROAD PARALLELING U.S. 1, PROCEED 0.35 MILE SOUTHWEST ALONG ACCESS
 AA0844'ROAD TO THE MARK.  THE MARK BEARS 24.8 FEET NORTHWEST OF THE
 AA0844'CENTERLINE OF THE ACCESS ROAD, 42.0 FEET SOUTHEAST OF THE
 AA0844'SOUTHEAST EDGE OF U.S. 1, 87.0 FEET EAST-NORTHEAST OF POWER
 AA0844'POLE 227, AND 208.0 FEET WEST-SOUTHWEST OF THE INTERSECTION OF
 AA0844'MATECUMBE AVENUE AND THE ACCESS ROAD.  THE MARK IS 0.05 MILE
 AA0844'SOUTHWEST OF BENCH MARK 3813 E 1982.
 AA0844'THE MARK IS 0.5 FT BELOW HIGHWAY.
 AA0844
 AA0844                          STATION RECOVERY (1990)
 AA0844
 AA0844'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0843 ***********************************************************************
 AA0843  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0843  DESIGNATION -  872 3813 TIDAL 1
 AA0843  PID         -  AA0843
 AA0843  STATE/COUNTY-  FL/MONROE
 AA0843  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0843
 AA0843                         *CURRENT SURVEY CONTROL
 AA0843  ___________________________________________________________________
 AA0843* NAD 83(1986)-  24 54 55.     (N)    080 38 23.     (W)     SCALED    
 AA0843* NAVD 88     -         0.533  (meters)       1.75   (feet)  ADJUSTED  
 AA0843  ___________________________________________________________________
 AA0843  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AA0843  DYNAMIC HT  -           0.532 (meters)       1.75  (feet)  COMP
 AA0843  MODELED GRAV-     978,970.8   (mgal)                       NAVD 88
 AA0843
 AA0843  VERT ORDER  -  SECOND    CLASS I
 AA0843
 AA0843.The horizontal coordinates were scaled from a topographic map and have
 AA0843.an estimated accuracy of +/- 6 seconds.
 AA0843
 AA0843.The orthometric height was determined by differential leveling
 AA0843.and adjusted by the National Geodetic Survey in June 1991..
 AA0843
 AA0843.This Tidal Bench Mark is designated as VM 6233
 AA0843.by the Center for Operational Oceanographic Products and Services.
 AA0843
 AA0843.The geoid height was determined by GEOID03.
 AA0843
 AA0843.The dynamic height is computed by dividing the NAVD 88
 AA0843.geopotential number by the normal gravity value computed on the
 AA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0843.degrees latitude (g = 980.6199 gals.).
 AA0843
 AA0843.The modeled gravity was interpolated from observed gravity values.
 AA0843
 AA0843;                    North         East    Units  Estimated Accuracy
 AA0843;SPC FL E     -    64,510.      236,390.      MT  (+/- 180 meters Scaled)
 AA0843
 AA0843                          SUPERSEDED SURVEY CONTROL
 AA0843
 AA0843.No superseded survey control is available for this station.
 AA0843
 AA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363556(NAD 83)
 AA0843_MARKER: DJ = TIDAL STATION DISK
 AA0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0843_SP_SET: CONCRETE SEAWALL
 AA0843_STAMPING: NO 1 1975
 AA0843_MARK LOGO: NOS   
 AA0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0843+STABILITY: SURFACE MOTION
 AA0843
 AA0843  HISTORY     - Date     Condition        Report By
 AA0843  HISTORY     - 1975     MONUMENTED       NOS
 AA0843  HISTORY     - 1982     GOOD             FLDNR
 AA0843
 AA0843                          STATION DESCRIPTION
 AA0843
 AA0843'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0843'1.45 MI SW FROM ISLAMORADA.
 AA0843'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.45 MILES SOUTHWEST ON
 AA0843'U.S. HIGHWAY 1 TO THE BAYSIDE MARINA AND THE MARK. THE MARK BEARS
 AA0843'41 FEET WEST OF THE EAST END OF THE SEAWALL BEHIND THE BOAT STORAGE
 AA0843'BUILDING AND JUST WEST OF THE EASTERNMOST WOODEN PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0842 ***********************************************************************
 AA0842  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0842  DESIGNATION -  872 3813 TIDAL 2
 AA0842  PID         -  AA0842
 AA0842  STATE/COUNTY-  FL/MONROE
 AA0842  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0842
 AA0842                         *CURRENT SURVEY CONTROL
 AA0842  ___________________________________________________________________
 AA0842* NAD 83(1986)-  24 54 55.     (N)    080 38 23.     (W)     SCALED    
 AA0842* NAVD 88     -         2.435  (meters)       7.99   (feet)  ADJUSTED  
 AA0842  ___________________________________________________________________
 AA0842  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AA0842  DYNAMIC HT  -           2.431 (meters)       7.98  (feet)  COMP
 AA0842  MODELED GRAV-     978,970.8   (mgal)                       NAVD 88
 AA0842
 AA0842  VERT ORDER  -  SECOND    CLASS I
 AA0842
 AA0842.The horizontal coordinates were scaled from a topographic map and have
 AA0842.an estimated accuracy of +/- 6 seconds.
 AA0842
 AA0842.The orthometric height was determined by differential leveling
 AA0842.and adjusted by the National Geodetic Survey in June 1991..
 AA0842
 AA0842.This Tidal Bench Mark is designated as VM 6234
 AA0842.by the Center for Operational Oceanographic Products and Services.
 AA0842
 AA0842.The geoid height was determined by GEOID03.
 AA0842
 AA0842.The dynamic height is computed by dividing the NAVD 88
 AA0842.geopotential number by the normal gravity value computed on the
 AA0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0842.degrees latitude (g = 980.6199 gals.).
 AA0842
 AA0842.The modeled gravity was interpolated from observed gravity values.
 AA0842
 AA0842;                    North         East    Units  Estimated Accuracy
 AA0842;SPC FL E     -    64,510.      236,390.      MT  (+/- 180 meters Scaled)
 AA0842
 AA0842                          SUPERSEDED SURVEY CONTROL
 AA0842
 AA0842.No superseded survey control is available for this station.
 AA0842
 AA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363556(NAD 83)
 AA0842_MARKER: DJ = TIDAL STATION DISK
 AA0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0842_SP_SET: FOUNDATION FOR BOAT STORAGE BL
 AA0842_STAMPING: NO 2 1975
 AA0842_MARK LOGO: NOS   
 AA0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0842
 AA0842  HISTORY     - Date     Condition        Report By
 AA0842  HISTORY     - 1975     MONUMENTED       NOS
 AA0842  HISTORY     - 1982     GOOD             FLDNR
 AA0842
 AA0842                          STATION DESCRIPTION
 AA0842
 AA0842'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0842'1.45 MI SW FROM ISLAMORADA.
 AA0842'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.45 MILES SOUTHWEST ON
 AA0842'U.S. HIGHWAY 1 TO BAYSIDE MARINA AND THE MARK.  THE MARK IS SET IN
 AA0842'THE FOUNDATION ON THE NORTHWEST SIDE OF THE BOAT STORAGE BUILDING,
 AA0842'40 FEET SOUTHWEST OF THE NORTH CORNER OF THE BUILDING AND 0.5 FOOT
 AA0842'NORTHWEST OF THE WALL OF THE BUILDING.
 AA0842'THE MARK IS 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0833 ***********************************************************************
 AA0833  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0833  DESIGNATION -  872 3814 E TIDAL
 AA0833  PID         -  AA0833
 AA0833  STATE/COUNTY-  FL/MONROE
 AA0833  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0833
 AA0833                         *CURRENT SURVEY CONTROL
 AA0833  ___________________________________________________________________
 AA0833* NAD 83(1986)-  24 55 05.     (N)    080 38 06.     (W)     SCALED    
 AA0833* NAVD 88     -         1.860  (meters)       6.10   (feet)  ADJUSTED  
 AA0833  ___________________________________________________________________
 AA0833  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AA0833  DYNAMIC HT  -           1.857 (meters)       6.09  (feet)  COMP
 AA0833  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0833
 AA0833  VERT ORDER  -  SECOND    CLASS I
 AA0833
 AA0833.The horizontal coordinates were scaled from a topographic map and have
 AA0833.an estimated accuracy of +/- 6 seconds.
 AA0833
 AA0833.The orthometric height was determined by differential leveling
 AA0833.and adjusted by the National Geodetic Survey in June 1991..
 AA0833
 AA0833.This Tidal Bench Mark is designated as VM 10959
 AA0833.by the Center for Operational Oceanographic Products and Services.
 AA0833
 AA0833.The geoid height was determined by GEOID03.
 AA0833
 AA0833.The dynamic height is computed by dividing the NAVD 88
 AA0833.geopotential number by the normal gravity value computed on the
 AA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0833.degrees latitude (g = 980.6199 gals.).
 AA0833
 AA0833.The modeled gravity was interpolated from observed gravity values.
 AA0833
 AA0833;                    North         East    Units  Estimated Accuracy
 AA0833;SPC FL E     -    64,810.      236,870.      MT  (+/- 180 meters Scaled)
 AA0833
 AA0833                          SUPERSEDED SURVEY CONTROL
 AA0833
 AA0833.No superseded survey control is available for this station.
 AA0833
 AA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH368559(NAD 83)
 AA0833_MARKER: DJ = TIDAL STATION DISK
 AA0833_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0833_SP_SET: CONCRETE FOUNDATION
 AA0833_STAMPING: 3814 E 1982
 AA0833_MARK LOGO: NOS   
 AA0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0833+STABILITY: SURFACE MOTION
 AA0833
 AA0833  HISTORY     - Date     Condition        Report By
 AA0833  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0833
 AA0833                          STATION DESCRIPTION
 AA0833
 AA0833'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0833'1.15 MI SW FROM ISLAMORADA.
 AA0833'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.15 MILES SOUTHWEST
 AA0833'ALONG U.S. HIGHWAY 1 TO THE MATECUMBE METHODIST CHURCH.  THE MARK IS
 AA0833'LOCATED ON THE SOUTHEAST SIDE OF THE CHURCH.  THE MARK BEARS 12.0
 AA0833'FEET NORTHWEST OF THE CENTERLINE OF A PAVED ROAD PARALLELING U.S. 1,
 AA0833'49.0 FEET SOUTH OF THE SOUTH CORNER OF THE MATECUMBE METHODIST
 AA0833'CHURCH, 15.8 FEET SOUTHEAST OF THE CENTER COCONUT TREE AMONG THREE
 AA0833'COCONUT TREES, AND 152.0 FEET EAST OF BENCH MARK 3814 G 1982.  THE
 AA0833'MARK IS SET IN THE SOUTH CORNER OF A CONCRETE FOUNDATION OF A SEWER.
 AA0833'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0840 ***********************************************************************
 AA0840  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0840  DESIGNATION -  872 3814 G TIDAL
 AA0840  PID         -  AA0840
 AA0840  STATE/COUNTY-  FL/MONROE
 AA0840  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0840
 AA0840                         *CURRENT SURVEY CONTROL
 AA0840  ___________________________________________________________________
 AA0840* NAD 83(1986)-  24 55 05.     (N)    080 38 06.     (W)     SCALED    
 AA0840* NAVD 88     -         3.105  (meters)      10.19   (feet)  ADJUSTED  
 AA0840  ___________________________________________________________________
 AA0840  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AA0840  DYNAMIC HT  -           3.099 (meters)      10.17  (feet)  COMP
 AA0840  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0840
 AA0840  VERT ORDER  -  FIRST     CLASS II
 AA0840
 AA0840.The horizontal coordinates were scaled from a topographic map and have
 AA0840.an estimated accuracy of +/- 6 seconds.
 AA0840
 AA0840.The orthometric height was determined by differential leveling
 AA0840.and adjusted by the National Geodetic Survey in June 1991..
 AA0840
 AA0840.This Tidal Bench Mark is designated as VM 10960
 AA0840.by the Center for Operational Oceanographic Products and Services.
 AA0840
 AA0840.The geoid height was determined by GEOID03.
 AA0840
 AA0840.The dynamic height is computed by dividing the NAVD 88
 AA0840.geopotential number by the normal gravity value computed on the
 AA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0840.degrees latitude (g = 980.6199 gals.).
 AA0840
 AA0840.The modeled gravity was interpolated from observed gravity values.
 AA0840
 AA0840;                    North         East    Units  Estimated Accuracy
 AA0840;SPC FL E     -    64,810.      236,870.      MT  (+/- 180 meters Scaled)
 AA0840
 AA0840                          SUPERSEDED SURVEY CONTROL
 AA0840
 AA0840  NGVD 29 (09/01/92)    3.565  (m)           11.70   (f) ADJUSTED    1 2
 AA0840
 AA0840.Superseded values are not recommended for survey control.
 AA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0840.See file dsdata.txt to determine how the superseded data were derived.
 AA0840
 AA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH368559(NAD 83)
 AA0840_MARKER: DJ = TIDAL STATION DISK
 AA0840_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0840_SP_SET: CONCRETE STEPS
 AA0840_STAMPING: 3814 G 1982
 AA0840_MARK LOGO: NOS   
 AA0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0840+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0840
 AA0840  HISTORY     - Date     Condition        Report By
 AA0840  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0840  HISTORY     - 19901114 GOOD             FLDNR
 AA0840
 AA0840                          STATION DESCRIPTION
 AA0840
 AA0840'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0840'1.15 MI SW FROM ISLAMORADA.
 AA0840'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.15 MILES SOUTHWEST
 AA0840'ALONG U.S. HIGHWAY 1 TO THE MATECUMBE METHODIST CHURCH.  THE MARK
 AA0840'BEARS 27.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BASE OF A
 AA0840'MONUMENT, 62.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF A PAVED
 AA0840'ROAD PARALLELING U.S. 1, AND 125.0 FEET WEST OF THE SOUTH CORNER OF
 AA0840'THE CHURCH.  THE MARK IS SET IN THE TOP OF A MASONRY FOUNDATION AT
 AA0840'THE SOUTHEAST ENTRANCE TO THE MONUMENT.  THE MARK IS 0.3 MILE
 AA0840'NORTHEAST OF BENCH MARK 3813 E 1982.
 AA0840'THE MARK IS 2 FT ABOVE GROUND.
 AA0840
 AA0840                          STATION RECOVERY (1990)
 AA0840
 AA0840'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1734 ***********************************************************************
 AA1734  DESIGNATION -  872 3814 H TIDAL
 AA1734  PID         -  AA1734
 AA1734  STATE/COUNTY-  FL/MONROE
 AA1734  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA1734
 AA1734                         *CURRENT SURVEY CONTROL
 AA1734  ___________________________________________________________________
 AA1734* NAD 83(1986)-  24 55 00.     (N)    080 38 09.     (W)     SCALED    
 AA1734* NAVD 88     -         2.060  (meters)       6.76   (feet)  ADJUSTED  
 AA1734  ___________________________________________________________________
 AA1734  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AA1734  DYNAMIC HT  -           2.056 (meters)       6.75  (feet)  COMP
 AA1734  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA1734
 AA1734  VERT ORDER  -  FIRST     CLASS II
 AA1734
 AA1734.The horizontal coordinates were scaled from a topographic map and have
 AA1734.an estimated accuracy of +/- 6 seconds.
 AA1734
 AA1734.The orthometric height was determined by differential leveling
 AA1734.and adjusted by the National Geodetic Survey in May 1994..
 AA1734
 AA1734.The geoid height was determined by GEOID03.
 AA1734
 AA1734.The dynamic height is computed by dividing the NAVD 88
 AA1734.geopotential number by the normal gravity value computed on the
 AA1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1734.degrees latitude (g = 980.6199 gals.).
 AA1734
 AA1734.The modeled gravity was interpolated from observed gravity values.
 AA1734
 AA1734;                    North         East    Units  Estimated Accuracy
 AA1734;SPC FL E     -    64,660.      236,790.      MT  (+/- 180 meters Scaled)
 AA1734
 AA1734                          SUPERSEDED SURVEY CONTROL
 AA1734
 AA1734  NGVD 29 (09/01/92)    2.521  (m)            8.27   (f) ADJUSTED    1 2
 AA1734
 AA1734.Superseded values are not recommended for survey control.
 AA1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1734.See file dsdata.txt to determine how the superseded data were derived.
 AA1734
 AA1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH367557(NAD 83)
 AA1734_MARKER: DJ = TIDAL STATION DISK
 AA1734_SETTING: 66 = SET IN ROCK OUTCROP
 AA1734_SP_SET: ROCK OUTCROP
 AA1734_STAMPING: 3814 H 1987
 AA1734_MARK LOGO: NOS   
 AA1734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1734+STABILITY: POSITION/ELEVATION WELL
 AA1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1734+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1734
 AA1734  HISTORY     - Date     Condition        Report By
 AA1734  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1734
 AA1734                          STATION DESCRIPTION
 AA1734
 AA1734'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1734'TO REACH FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON U.S.
 AA1734'HIGHWAY 1 FOR 1.1 MI (1.8 KM) TO THE ENTRANCE ROAD TO THE CHEECA
 AA1734'LODGE, TURN LEFT ONTO CHEECA LODGE ROAD AND GO ONE BLOCK TO THE
 AA1734'INTERSECTION WITH OLD U.S. HIGHWAY 1, TURN RIGHT (SOUTHWEST) AND GO
 AA1734'135 FT (41.1 M) TO THE MATECUMBE METHODIST CHURCH AND THE MARK, SET
 AA1734'IN THE FRONT YARD OF THE MATECUMBE METHODIST CHURCH, BETWEEN THEIR
 AA1734'DRIVE AND THE STREET.  LOCATED 0.05 MI (0.08 KM) SOUTHWEST OF THE
 AA1734'ROAD TO CHEECA LODGE, 122.0 FT (37.2 M) EAST NORTHEAST OF THE
 AA1734'CENTERLINE OF THE BOTTOM STEP AT THE MAIN ENTRANCE TO THE MATECUMBE
 AA1734'METHODIST CHURCH, 21.7 FT (6.6 M) NORTHWEST OF THE CENTERLINE OF THE
 AA1734'SECONDARY ROAD, 166.5 FT (50.7 M) NORTHEAST OF BENCH MARK 3814 E, 33
 AA1734'FT (10.1 M) EAST OF A BANYAN TREE AND SET IN BEDROCK 0.08 FT (0.02 M)
 AA1734'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0838 ***********************************************************************
 AA0838  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0838  DESIGNATION -  872 3814 TIDAL 2
 AA0838  PID         -  AA0838
 AA0838  STATE/COUNTY-  FL/MONROE
 AA0838  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0838
 AA0838                         *CURRENT SURVEY CONTROL
 AA0838  ___________________________________________________________________
 AA0838* NAD 83(1986)-  24 55 05.     (N)    080 38 06.     (W)     SCALED    
 AA0838* NAVD 88     -         1.387  (meters)       4.55   (feet)  ADJUSTED  
 AA0838  ___________________________________________________________________
 AA0838  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AA0838  DYNAMIC HT  -           1.385 (meters)       4.54  (feet)  COMP
 AA0838  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0838
 AA0838  VERT ORDER  -  SECOND    CLASS I
 AA0838
 AA0838.The horizontal coordinates were scaled from a topographic map and have
 AA0838.an estimated accuracy of +/- 6 seconds.
 AA0838
 AA0838.The orthometric height was determined by differential leveling
 AA0838.and adjusted by the National Geodetic Survey in June 1991..
 AA0838
 AA0838.This Tidal Bench Mark is designated as VM 10962
 AA0838.by the Center for Operational Oceanographic Products and Services.
 AA0838
 AA0838.The geoid height was determined by GEOID03.
 AA0838
 AA0838.The dynamic height is computed by dividing the NAVD 88
 AA0838.geopotential number by the normal gravity value computed on the
 AA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0838.degrees latitude (g = 980.6199 gals.).
 AA0838
 AA0838.The modeled gravity was interpolated from observed gravity values.
 AA0838
 AA0838;                    North         East    Units  Estimated Accuracy
 AA0838;SPC FL E     -    64,810.      236,870.      MT  (+/- 180 meters Scaled)
 AA0838
 AA0838                          SUPERSEDED SURVEY CONTROL
 AA0838
 AA0838.No superseded survey control is available for this station.
 AA0838
 AA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH368559(NAD 83)
 AA0838_MARKER: DJ = TIDAL STATION DISK
 AA0838_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0838+WITH SETTING: PAVEMENT
 AA0838_SP_SET: CONCRETE STEP
 AA0838_STAMPING: NO 2 1975
 AA0838_MARK LOGO: NOS   
 AA0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0838+STABILITY: SURFACE MOTION
 AA0838
 AA0838  HISTORY     - Date     Condition        Report By
 AA0838  HISTORY     - 1975     MONUMENTED       NOS
 AA0838  HISTORY     - 1982     GOOD             FLDNR
 AA0838
 AA0838                          STATION DESCRIPTION
 AA0838
 AA0838'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0838'1.3 MI SOUTH FROM ISLAMORADA.
 AA0838'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.1 MILES SOUTHWEST ON
 AA0838'U.S. HIGHWAY 1 TO THE ENTRANCE TO THE CHEECA LODGE, GO 0.2 MILE
 AA0838'SOUTHEAST ALONG THE DRIVE TO THE LODGE AND THE VICINITY OF THE MARK.
 AA0838'THE MARK IS SET FLUSH IN THE FIRST STEP OF A CONCRETE STAIRWAY TO THE
 AA0838'NORTHERNMOST TWO-STORY APARTMENT BUILDING SOUTHWEST OF THE LODGE,
 AA0838'270.4 FEET SOUTH-SOUTHWEST OF THE BASE OF THE RADIO TOWER, 60 FEET
 AA0838'SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 26 FEET SOUTHWEST OF THE
 AA0838'NORTH CORNER OF THE APARTMENT BUILDING, AND 5.3 FEET NORTHWEST OF
 AA0838'THE NORTHWEST SIDE OF THE BUILDING.
 AA0838'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0839 ***********************************************************************
 AA0839  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0839  DESIGNATION -  872 3814 TIDAL 3
 AA0839  PID         -  AA0839
 AA0839  STATE/COUNTY-  FL/MONROE
 AA0839  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0839
 AA0839                         *CURRENT SURVEY CONTROL
 AA0839  ___________________________________________________________________
 AA0839* NAD 83(1986)-  24 55 05.     (N)    080 38 06.     (W)     SCALED    
 AA0839* NAVD 88     -         1.559  (meters)       5.11   (feet)  ADJUSTED  
 AA0839  ___________________________________________________________________
 AA0839  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AA0839  DYNAMIC HT  -           1.556 (meters)       5.11  (feet)  COMP
 AA0839  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0839
 AA0839  VERT ORDER  -  SECOND    CLASS I
 AA0839
 AA0839.The horizontal coordinates were scaled from a topographic map and have
 AA0839.an estimated accuracy of +/- 6 seconds.
 AA0839
 AA0839.The orthometric height was determined by differential leveling
 AA0839.and adjusted by the National Geodetic Survey in June 1991..
 AA0839
 AA0839.This Tidal Bench Mark is designated as VM 10963
 AA0839.by the Center for Operational Oceanographic Products and Services.
 AA0839
 AA0839.The geoid height was determined by GEOID03.
 AA0839
 AA0839.The dynamic height is computed by dividing the NAVD 88
 AA0839.geopotential number by the normal gravity value computed on the
 AA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0839.degrees latitude (g = 980.6199 gals.).
 AA0839
 AA0839.The modeled gravity was interpolated from observed gravity values.
 AA0839
 AA0839;                    North         East    Units  Estimated Accuracy
 AA0839;SPC FL E     -    64,810.      236,870.      MT  (+/- 180 meters Scaled)
 AA0839
 AA0839                          SUPERSEDED SURVEY CONTROL
 AA0839
 AA0839.No superseded survey control is available for this station.
 AA0839
 AA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH368559(NAD 83)
 AA0839_MARKER: DJ = TIDAL STATION DISK
 AA0839_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0839+WITH SETTING: PAVEMENT
 AA0839_SP_SET: CONCRETE STEP
 AA0839_STAMPING: NO 3 1975
 AA0839_MARK LOGO: NOS   
 AA0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0839+STABILITY: SURFACE MOTION
 AA0839
 AA0839  HISTORY     - Date     Condition        Report By
 AA0839  HISTORY     - 1975     MONUMENTED       NOS
 AA0839  HISTORY     - 1982     GOOD             FLDNR
 AA0839
 AA0839                          STATION DESCRIPTION
 AA0839
 AA0839'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0839'1.3 MI SOUTH FROM ISLAMORADA.
 AA0839'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.1 MILES SOUTHWEST ON
 AA0839'U.S. HIGHWAY 1 TO THE ENTRANCE TO CHEECA LODGE, GO 0.2 MILE
 AA0839'SOUTHEAST ON THE DRIVE TO THE LODGE AND THE VICINITY OF THE MARK.  THE
 AA0839'MARK IS SET FLUSH IN THE FIRST STEP OF A CONCRETE STAIRWAY TO THE
 AA0839'SOUTHERNMOST TWO-STORY APARTMENT BUILDING SOUTHWEST OF THE LODGE,
 AA0839'59 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 26 FEET
 AA0839'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, AND 5.3 FEET NORTHWEST
 AA0839'OF THE NORTHWEST SIDE OF THE BUILDING.
 AA0839'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0846 ***********************************************************************
 AA0846  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0846  DESIGNATION -  872 3828 F TIDAL
 AA0846  PID         -  AA0846
 AA0846  STATE/COUNTY-  FL/MONROE
 AA0846  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0846
 AA0846                         *CURRENT SURVEY CONTROL
 AA0846  ___________________________________________________________________
 AA0846* NAD 83(1986)-  24 53 52.     (N)    080 39 33.     (W)     SCALED    
 AA0846* NAVD 88     -         1.216  (meters)       3.99   (feet)  ADJUSTED  
 AA0846  ___________________________________________________________________
 AA0846  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AA0846  DYNAMIC HT  -           1.214 (meters)       3.98  (feet)  COMP
 AA0846  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AA0846
 AA0846  VERT ORDER  -  SECOND    CLASS I
 AA0846
 AA0846.The horizontal coordinates were scaled from a topographic map and have
 AA0846.an estimated accuracy of +/- 6 seconds.
 AA0846
 AA0846.The orthometric height was determined by differential leveling
 AA0846.and adjusted by the National Geodetic Survey in June 1991..
 AA0846
 AA0846.This Tidal Bench Mark is designated as VM 10941
 AA0846.by the Center for Operational Oceanographic Products and Services.
 AA0846
 AA0846.The geoid height was determined by GEOID03.
 AA0846
 AA0846.The dynamic height is computed by dividing the NAVD 88
 AA0846.geopotential number by the normal gravity value computed on the
 AA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0846.degrees latitude (g = 980.6199 gals.).
 AA0846
 AA0846.The modeled gravity was interpolated from observed gravity values.
 AA0846
 AA0846;                    North         East    Units  Estimated Accuracy
 AA0846;SPC FL E     -    62,560.      234,430.      MT  (+/- 180 meters Scaled)
 AA0846
 AA0846                          SUPERSEDED SURVEY CONTROL
 AA0846
 AA0846.No superseded survey control is available for this station.
 AA0846
 AA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH344536(NAD 83)
 AA0846_MARKER: DJ = TIDAL STATION DISK
 AA0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0846_SP_SET: CONCRETE MANHOLE BOX
 AA0846_STAMPING: 3828 F 1982
 AA0846_MARK LOGO: NOS   
 AA0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0846
 AA0846  HISTORY     - Date     Condition        Report By
 AA0846  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0846
 AA0846                          STATION DESCRIPTION
 AA0846
 AA0846'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0846'3 MI SW FROM ISLAMORADA.
 AA0846'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0846'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0846'THE MARK IS SET IN A 12-FOOT BY 12-FOOT CONCRETE MANHOLE BOX AT
 AA0846'THE SOUTH CORNER, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AA0846'15.8 FEET NORTHEAST OF A PRIVATE DRIVE, AND 93 FEET SOUTHWEST OF A
 AA0846'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0847 ***********************************************************************
 AA0847  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0847  DESIGNATION -  872 3828 G TIDAL
 AA0847  PID         -  AA0847
 AA0847  STATE/COUNTY-  FL/MONROE
 AA0847  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0847
 AA0847                         *CURRENT SURVEY CONTROL
 AA0847  ___________________________________________________________________
 AA0847* NAD 83(1999)-  24 53 52.85938(N)    080 39 33.24217(W)     ADJUSTED  
 AA0847* NAVD 88     -         3.494  (meters)      11.46   (feet)  ADJUSTED  
 AA0847  ___________________________________________________________________
 AA0847  X           -     939,550.288 (meters)                     COMP
 AA0847  Y           -  -5,712,005.145 (meters)                     COMP
 AA0847  Z           -   2,668,823.379 (meters)                     COMP
 AA0847  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AA0847  ELLIP HEIGHT-         -19.82  (meters)          (06/19/01) GPS OBS
 AA0847  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AA0847  DYNAMIC HT  -           3.488 (meters)      11.44  (feet)  COMP
 AA0847  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AA0847
 AA0847  HORZ ORDER  -  FIRST
 AA0847  VERT ORDER  -  FIRST     CLASS II
 AA0847  ELLP ORDER  -  FOURTH    CLASS I
 AA0847
 AA0847.The horizontal coordinates were established by GPS observations
 AA0847.and adjusted by the National Geodetic Survey in June 2001..
 AA0847
 AA0847.The orthometric height was determined by differential leveling
 AA0847.and adjusted by the National Geodetic Survey in June 1991..
 AA0847
 AA0847.This Tidal Bench Mark is designated as VM 10942
 AA0847.by the Center for Operational Oceanographic Products and Services.
 AA0847
 AA0847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0847
 AA0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0847
 AA0847.The ellipsoidal height was determined by GPS observations
 AA0847.and is referenced to NAD 83.
 AA0847
 AA0847.The geoid height was determined by GEOID03.
 AA0847
 AA0847.The dynamic height is computed by dividing the NAVD 88
 AA0847.geopotential number by the normal gravity value computed on the
 AA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0847.degrees latitude (g = 980.6199 gals.).
 AA0847
 AA0847.The modeled gravity was interpolated from observed gravity values.
 AA0847
 AA0847;                    North         East     Units Scale Factor Converg.
 AA0847;SPC FL E     -    62,587.796   234,426.812   MT  0.99995581   +0 08 36.5
 AA0847;SPC FL E     -   205,340.13    769,115.30   sFT  0.99995581   +0 08 36.5
 AA0847;UTM  17      - 2,753,698.423   534,415.066   MT  0.99961463   +0 08 36.5
 AA0847
 AA0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0847!SPC FL E     -   1.00000311  x   0.99995581  =   0.99995892
 AA0847!UTM  17      -   1.00000311  x   0.99961463  =   0.99961774
 AA0847
 AA0847                          SUPERSEDED SURVEY CONTROL
 AA0847
 AA0847  NAD 83(1990)-  24 53 52.85839(N)    080 39 33.24106(W) AD(       ) 1
 AA0847  ELLIP H (12/14/93)  -19.78   (m)                       GP(       ) 4 1
 AA0847  NAVD 88 (12/14/93)    3.49   (m)           11.5    (f) LEVELING    3  
 AA0847  NGVD 29 (09/01/92)    3.950  (m)           12.96   (f) ADJUSTED    1 2
 AA0847
 AA0847.Superseded values are not recommended for survey control.
 AA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0847.See file dsdata.txt to determine how the superseded data were derived.
 AA0847
 AA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3441553698(NAD 83)
 AA0847_MARKER: DJ = TIDAL STATION DISK
 AA0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0847_SP_SET: CONCRETE BLOCK STRUCTURE
 AA0847_STAMPING: 3828 G 1982
 AA0847_MARK LOGO: NOS   
 AA0847_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0847+STABILITY: SURFACE MOTION
 AA0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0847+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1993
 AA0847
 AA0847  HISTORY     - Date     Condition        Report By
 AA0847  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0847  HISTORY     - 19901114 GOOD             FLDNR
 AA0847  HISTORY     - 19930211 GOOD             KEISCH
 AA0847
 AA0847                          STATION DESCRIPTION
 AA0847
 AA0847'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0847'3 MI SW FROM ISLAMORADA.
 AA0847'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0847'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0847'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0847'THE MARK BEARS 24.8 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 AA0847'1, 2.4 FEET SOUTH OF THE NORTHEAST ABUTMENT OF THE BRIDGE OVER TEA
 AA0847'TABLE RELIEF, AND 17.7 FEET SOUTHWEST OF INFORMATION SIGN UPPER
 AA0847'MATECUMBE KEY.
 AA0847
 AA0847                          STATION RECOVERY (1990)
 AA0847
 AA0847'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0847'RECOVERED IN GOOD CONDITION.
 AA0847
 AA0847                          STATION RECOVERY (1993)
 AA0847
 AA0847'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993
 AA0847'THE STATION IS LOCATED ON TEATABLE KEY, 3 MI (4.8 KM) SOUTHWEST OF THE
 AA0847'POST OFFICE IN ISLAMORADA AT THE NORTHEAST END OF THE BRIDGE OVER THE
 AA0847'TEATABLE KEY CHANNEL IN THE RIGHT-OF-WAY OF U.S. 1.
 AA0847'TO REACH THE STATION FROM THE ISLAMORADA POST OFFICE, GO SOUTHWEST ON
 AA0847'U.S. 1 FOR 3.0 MI (4.8 KM) TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0847'THE TEATABLE KEY CHNANNEL AND THE STATION ON THE LEFT. THE STATION
 AA0847'LIES IN THE NORTHEAST CORNER OF THE BRIDGE ON TOP OF A 4 FOOT BY 11
 AA0847'FOOT CONCRETE BLOCK WHICH COVERS A 30 INCH WATER LINE, 17.9 WEST OF A
 AA0847'TRAFFIC SIGN, AND 31 FT (9.4 M) NORTHWEST OF A WOOD POWER POLE (NO
 AA0847'104).
 AA0847'THE STATION IS A NATIONAL OCEAN SERVICE BENCH MARK DISC, SET ON THE
 AA0847'TOP OF A CONCRETE BLOCK STRUCTURE, STAMPED 3828 G 1982.
 AA0847'REFERENCES--
 AA0847'X-CUT, SET IN THE TOP OF A CONCRETE GUARDRAIL, MAGNETIC AZIMUTH OF 257
 AA0847'DEGREES AT 11.44 FT (3.49 M).
 AA0847'KEITH AND SCHNARS NAIL AND DISC, SET IN THE TOP OF A WOOD GUARDRAIL
 AA0847'POST, MAGNETIC AZIMUTH OF 51 DEGREES AT 6.77 FT (2.06 M).
 AA0847'KEITH AND SCHNARS NAIL AND DISC, SET IN THE NORTHEAST FACE OF A WOOD
 AA0847'POWER POLE (NO 104), MAGNETIC AZIMUTH OF 117 DEGREES AT 38.90 FT
 AA0847'(11.86 M).
 AA0847'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 217 DEGREES AT 0.9 FT
 AA0847'(0.3 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0845 ***********************************************************************
 AA0845  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0845  DESIGNATION -  872 3828 H TIDAL
 AA0845  PID         -  AA0845
 AA0845  STATE/COUNTY-  FL/MONROE
 AA0845  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0845
 AA0845                         *CURRENT SURVEY CONTROL
 AA0845  ___________________________________________________________________
 AA0845* NAD 83(1986)-  24 54 01.     (N)    080 39 20.     (W)     SCALED    
 AA0845* NAVD 88     -         1.603  (meters)       5.26   (feet)  ADJUSTED  
 AA0845  ___________________________________________________________________
 AA0845  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AA0845  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 AA0845  MODELED GRAV-     978,971.8   (mgal)                       NAVD 88
 AA0845
 AA0845  VERT ORDER  -  FIRST     CLASS II
 AA0845
 AA0845.The horizontal coordinates were scaled from a topographic map and have
 AA0845.an estimated accuracy of +/- 6 seconds.
 AA0845
 AA0845.The orthometric height was determined by differential leveling
 AA0845.and adjusted by the National Geodetic Survey in June 1991..
 AA0845
 AA0845.This Tidal Bench Mark is designated as VM 10943
 AA0845.by the Center for Operational Oceanographic Products and Services.
 AA0845
 AA0845.The geoid height was determined by GEOID03.
 AA0845
 AA0845.The dynamic height is computed by dividing the NAVD 88
 AA0845.geopotential number by the normal gravity value computed on the
 AA0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0845.degrees latitude (g = 980.6199 gals.).
 AA0845
 AA0845.The modeled gravity was interpolated from observed gravity values.
 AA0845
 AA0845;                    North         East    Units  Estimated Accuracy
 AA0845;SPC FL E     -    62,840.      234,800.      MT  (+/- 180 meters Scaled)
 AA0845
 AA0845                          SUPERSEDED SURVEY CONTROL
 AA0845
 AA0845  NGVD 29 (09/01/92)    2.058  (m)            6.75   (f) ADJUSTED    1 2
 AA0845
 AA0845.Superseded values are not recommended for survey control.
 AA0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0845.See file dsdata.txt to determine how the superseded data were derived.
 AA0845
 AA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH347539(NAD 83)
 AA0845_MARKER: DJ = TIDAL STATION DISK
 AA0845_SETTING: 66 = SET IN ROCK OUTCROP
 AA0845_SP_SET: ROCK OUTCROP
 AA0845_STAMPING: 3828 H 1982
 AA0845_MARK LOGO: NOS   
 AA0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0845+STABILITY: POSITION/ELEVATION WELL
 AA0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0845+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0845
 AA0845  HISTORY     - Date     Condition        Report By
 AA0845  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0845  HISTORY     - 19901114 GOOD             FLDNR
 AA0845
 AA0845                          STATION DESCRIPTION
 AA0845
 AA0845'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0845'2.8 MI SW FROM ISLAMORADA.
 AA0845'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0845'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.8 MILES SOUTHWEST ON
 AA0845'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 47.5 FEET NORTHWEST OF
 AA0845'THE INTERSECTION OF U.S. HIGHWAY 1 AND THE NORTH DRIVEWAY TO THE
 AA0845'BREEZY PALMS MOTEL, 30.5 FEET SOUTHEAST OF AN ACCESS ROAD PARALLELING
 AA0845'U.S. 1, 55.0 FEET WEST OF TELEPHONE POLE NUMBER 16742, AND 67.0
 AA0845'FEET NORTH OF TELEPHONE POLE NUMBER 16743.
 AA0845
 AA0845                          STATION RECOVERY (1990)
 AA0845
 AA0845'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0845'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA0845'U.S. HIGHWAY 1 FOR 2.7 MI (4.3 KM) TO THE MARK ON THE RIGHT, BETWEEN
 AA0845'U.S. HIGHWAY 1 AND OLD U.S. HIGHWAY 1 IN FRONT OF THE BREEZY PALMS
 AA0845'RESORT ON MATECUMBE KEY.  LOCATED 48 FT (14.6 M) NORTHWEST OF THE
 AA0845'CENTERLINE OF U.S. HIGHWAY 1, 33.2 FT (10.1 M) SOUTHWEST OF A 3 FT
 AA0845'(0.9 M) DIAMETER FOUR TRUNKED TREE, 27.9 FT (8.5 M) SOUTHEAST OF THE
 AA0845'CENTERLINE OF OLD U.S. HIGHWAY 1, 27.0 FT (8.2 M) NORTHEAST OF A 22
 AA0845'INCH DIAMETER TREE AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE--THE MARK
 AA0845'IS STABLE BUT APPEARS TO HAVE BEEN HIT WITH A LAWN MOWER, A SMALL
 AA0845'PORTION OF THE DISK HAS BEEN CUT AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0848 ***********************************************************************
 AA0848  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0848  DESIGNATION -  872 3828 HP TIDAL
 AA0848  PID         -  AA0848
 AA0848  STATE/COUNTY-  FL/MONROE
 AA0848  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0848
 AA0848                         *CURRENT SURVEY CONTROL
 AA0848  ___________________________________________________________________
 AA0848* NAD 83(1986)-  24 53 52.     (N)    080 39 33.     (W)     SCALED    
 AA0848* NAVD 88     -         3.517  (meters)      11.54   (feet)  ADJUSTED  
 AA0848  ___________________________________________________________________
 AA0848  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AA0848  DYNAMIC HT  -           3.511 (meters)      11.52  (feet)  COMP
 AA0848  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AA0848
 AA0848  VERT ORDER  -  FIRST     CLASS II
 AA0848
 AA0848.The horizontal coordinates were scaled from a topographic map and have
 AA0848.an estimated accuracy of +/- 6 seconds.
 AA0848
 AA0848.The orthometric height was determined by differential leveling
 AA0848.and adjusted by the National Geodetic Survey in June 1991..
 AA0848
 AA0848.This Tidal Bench Mark is designated as VM 10940
 AA0848.by the Center for Operational Oceanographic Products and Services.
 AA0848
 AA0848.The geoid height was determined by GEOID03.
 AA0848
 AA0848.The dynamic height is computed by dividing the NAVD 88
 AA0848.geopotential number by the normal gravity value computed on the
 AA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0848.degrees latitude (g = 980.6199 gals.).
 AA0848
 AA0848.The modeled gravity was interpolated from observed gravity values.
 AA0848
 AA0848;                    North         East    Units  Estimated Accuracy
 AA0848;SPC FL E     -    62,560.      234,430.      MT  (+/- 180 meters Scaled)
 AA0848
 AA0848                          SUPERSEDED SURVEY CONTROL
 AA0848
 AA0848  NGVD 29 (09/01/92)    3.972  (m)           13.03   (f) ADJUSTED    1 2
 AA0848
 AA0848.Superseded values are not recommended for survey control.
 AA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0848.See file dsdata.txt to determine how the superseded data were derived.
 AA0848
 AA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH344536(NAD 83)
 AA0848_MARKER: DB = BENCH MARK DISK
 AA0848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0848_SP_SET: CONCRETE GUARDRAIL
 AA0848_STAMPING: 3828 HP
 AA0848_MARK LOGO: FLDT  
 AA0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0848+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0848
 AA0848  HISTORY     - Date     Condition        Report By
 AA0848  HISTORY     - UNK      MONUMENTED       FLDT
 AA0848  HISTORY     - 1982     GOOD             FLDNR
 AA0848  HISTORY     - 19901114 GOOD             FLDNR
 AA0848
 AA0848                          STATION DESCRIPTION
 AA0848
 AA0848'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0848'3 MI SW FROM ISLAMORADA.
 AA0848'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0848'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0848'THE MARK BEARS 23.3 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AA0848'2.1 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER TEA
 AA0848'TABLE RELIEF, AND 0.7 FOOT NORTHWEST OF THE NORTHWEST SIDE OF THE
 AA0848'FOUNDATION FOR THE AQUEDUCT.
 AA0848'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0848
 AA0848                          STATION RECOVERY (1990)
 AA0848
 AA0848'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0850 ***********************************************************************
 AA0850  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0850  DESIGNATION -  872 3828 TIDAL 1
 AA0850  PID         -  AA0850
 AA0850  STATE/COUNTY-  FL/MONROE
 AA0850  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0850
 AA0850                         *CURRENT SURVEY CONTROL
 AA0850  ___________________________________________________________________
 AA0850* NAD 83(1986)-  24 53 52.     (N)    080 39 33.     (W)     SCALED    
 AA0850* NAVD 88     -         0.835  (meters)       2.74   (feet)  ADJUSTED  
 AA0850  ___________________________________________________________________
 AA0850  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AA0850  DYNAMIC HT  -           0.833 (meters)       2.73  (feet)  COMP
 AA0850  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AA0850
 AA0850  VERT ORDER  -  SECOND    CLASS I
 AA0850
 AA0850.The horizontal coordinates were scaled from a topographic map and have
 AA0850.an estimated accuracy of +/- 6 seconds.
 AA0850
 AA0850.The orthometric height was determined by differential leveling
 AA0850.and adjusted by the National Geodetic Survey in June 1991..
 AA0850
 AA0850.This Tidal Bench Mark is designated as VM 10945
 AA0850.by the Center for Operational Oceanographic Products and Services.
 AA0850
 AA0850.The geoid height was determined by GEOID03.
 AA0850
 AA0850.The dynamic height is computed by dividing the NAVD 88
 AA0850.geopotential number by the normal gravity value computed on the
 AA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0850.degrees latitude (g = 980.6199 gals.).
 AA0850
 AA0850.The modeled gravity was interpolated from observed gravity values.
 AA0850
 AA0850;                    North         East    Units  Estimated Accuracy
 AA0850;SPC FL E     -    62,560.      234,430.      MT  (+/- 180 meters Scaled)
 AA0850
 AA0850                          SUPERSEDED SURVEY CONTROL
 AA0850
 AA0850.No superseded survey control is available for this station.
 AA0850
 AA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH344536(NAD 83)
 AA0850_MARKER: DJ = TIDAL STATION DISK
 AA0850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0850_SP_SET: CONCRETE SEAWALL
 AA0850_STAMPING: NO 1 1975
 AA0850_MARK LOGO: NOS   
 AA0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0850+STABILITY: SURFACE MOTION
 AA0850
 AA0850  HISTORY     - Date     Condition        Report By
 AA0850  HISTORY     - 1975     MONUMENTED       NOS
 AA0850  HISTORY     - 1982     GOOD             FLDNR
 AA0850
 AA0850                          STATION DESCRIPTION
 AA0850
 AA0850'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0850'3 MI SW FROM ISLAMORADA.
 AA0850'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0850'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0850'THE MARK IS SET IN THE TOP OF THE SEAWALL IN A 90-DEGREE CORNER
 AA0850'SOUTHEAST OF THE MARINA OFFICE, 38.3 FEET SOUTH OF AN APARTMENT
 AA0850'BUILDING AND 5.3 FEET SOUTH OF THE 90-DEGREE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0849 ***********************************************************************
 AA0849  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0849  DESIGNATION -  872 3828 TIDAL 2
 AA0849  PID         -  AA0849
 AA0849  STATE/COUNTY-  FL/MONROE
 AA0849  USGS QUAD   -  UPPER MATECUMBE KEY (1971)
 AA0849
 AA0849                         *CURRENT SURVEY CONTROL
 AA0849  ___________________________________________________________________
 AA0849* NAD 83(1986)-  24 53 52.     (N)    080 39 33.     (W)     SCALED    
 AA0849* NAVD 88     -         0.876  (meters)       2.87   (feet)  ADJUSTED  
 AA0849  ___________________________________________________________________
 AA0849  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AA0849  DYNAMIC HT  -           0.874 (meters)       2.87  (feet)  COMP
 AA0849  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AA0849
 AA0849  VERT ORDER  -  SECOND    CLASS I
 AA0849
 AA0849.The horizontal coordinates were scaled from a topographic map and have
 AA0849.an estimated accuracy of +/- 6 seconds.
 AA0849
 AA0849.The orthometric height was determined by differential leveling
 AA0849.and adjusted by the National Geodetic Survey in June 1991..
 AA0849
 AA0849.This Tidal Bench Mark is designated as VM 10946
 AA0849.by the Center for Operational Oceanographic Products and Services.
 AA0849
 AA0849.The geoid height was determined by GEOID03.
 AA0849
 AA0849.The dynamic height is computed by dividing the NAVD 88
 AA0849.geopotential number by the normal gravity value computed on the
 AA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0849.degrees latitude (g = 980.6199 gals.).
 AA0849
 AA0849.The modeled gravity was interpolated from observed gravity values.
 AA0849
 AA0849;                    North         East    Units  Estimated Accuracy
 AA0849;SPC FL E     -    62,560.      234,430.      MT  (+/- 180 meters Scaled)
 AA0849
 AA0849                          SUPERSEDED SURVEY CONTROL
 AA0849
 AA0849.No superseded survey control is available for this station.
 AA0849
 AA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH344536(NAD 83)
 AA0849_MARKER: DJ = TIDAL STATION DISK
 AA0849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0849_SP_SET: CONCRETE SEAWALL
 AA0849_STAMPING: NO 2 1975
 AA0849_MARK LOGO: NOS   
 AA0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0849+STABILITY: SURFACE MOTION
 AA0849
 AA0849  HISTORY     - Date     Condition        Report By
 AA0849  HISTORY     - 1975     MONUMENTED       NOS
 AA0849  HISTORY     - 1982     GOOD             FLDNR
 AA0849
 AA0849                          STATION DESCRIPTION
 AA0849
 AA0849'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0849'3 MI SW FROM ISLAMORADA.
 AA0849'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0849'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0849'THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 23.3 FEET SOUTHWEST
 AA0849'OF THE WEST CORNER OF THE MARINA OFFICE AND TACKLE SHOP, AND
 AA0849'35 FEET SOUTHEAST OF THE NORTH CORNER OF THE MARINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0804 ***********************************************************************
 AA0804  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0804  DESIGNATION -  872 3852 F TIDAL
 AA0804  PID         -  AA0804
 AA0804  STATE/COUNTY-  FL/MONROE
 AA0804  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0804
 AA0804                         *CURRENT SURVEY CONTROL
 AA0804  ___________________________________________________________________
 AA0804* NAD 83(1986)-  24 51 55.     (N)    080 42 59.     (W)     SCALED    
 AA0804* NAVD 88     -         0.293  (meters)       0.96   (feet)  ADJUSTED  
 AA0804  ___________________________________________________________________
 AA0804  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AA0804  DYNAMIC HT  -           0.293 (meters)       0.96  (feet)  COMP
 AA0804  MODELED GRAV-     978,974.5   (mgal)                       NAVD 88
 AA0804
 AA0804  VERT ORDER  -  SECOND    CLASS I
 AA0804
 AA0804.The horizontal coordinates were scaled from a topographic map and have
 AA0804.an estimated accuracy of +/- 6 seconds.
 AA0804
 AA0804.The orthometric height was determined by differential leveling
 AA0804.and adjusted by the National Geodetic Survey in June 1991..
 AA0804
 AA0804.This Tidal Bench Mark is designated as VM 10933
 AA0804.by the Center for Operational Oceanographic Products and Services.
 AA0804
 AA0804.The geoid height was determined by GEOID03.
 AA0804
 AA0804.The dynamic height is computed by dividing the NAVD 88
 AA0804.geopotential number by the normal gravity value computed on the
 AA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0804.degrees latitude (g = 980.6199 gals.).
 AA0804
 AA0804.The modeled gravity was interpolated from observed gravity values.
 AA0804
 AA0804;                    North         East    Units  Estimated Accuracy
 AA0804;SPC FL E     -    58,950.      228,660.      MT  (+/- 180 meters Scaled)
 AA0804
 AA0804                          SUPERSEDED SURVEY CONTROL
 AA0804
 AA0804.No superseded survey control is available for this station.
 AA0804
 AA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH286500(NAD 83)
 AA0804_MARKER: DJ = TIDAL STATION DISK
 AA0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0804_SP_SET: CONCRETE BULKHEAD
 AA0804_STAMPING: 3852 F 1982
 AA0804_MARK LOGO: NOS   
 AA0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0804+STABILITY: SURFACE MOTION
 AA0804
 AA0804  HISTORY     - Date     Condition        Report By
 AA0804  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0804
 AA0804                          STATION DESCRIPTION
 AA0804
 AA0804'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0804'7.7 MI SW FROM ISLAMORADA.
 AA0804'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 7.6 MILES SOUTHWEST ON U.S.
 AA0804'HIGHWAY 1 TO THE ENTRANCE TO THE BAYSIDE MOTEL, GO 0.1 MILE NORTHERLY
 AA0804'ON DRIVE TO MOTEL AND THE MARK.  THE MARK BEARS 6.0 FEET SOUTHWEST OF
 AA0804'THE CENTER OF A BOAT RAMP, 53 FEET WEST-SOUTHWEST OF THE NORTHWEST
 AA0804'CORNER OF THE MOTEL, AND 25.35 FEET NORTH-NORTHEAST OF THE EAST
 AA0804'CORNER OF A PAVILION.
 AA0804'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0803 ***********************************************************************
 AA0803  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0803  DESIGNATION -  872 3852 G TIDAL
 AA0803  PID         -  AA0803
 AA0803  STATE/COUNTY-  FL/MONROE
 AA0803  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0803
 AA0803                         *CURRENT SURVEY CONTROL
 AA0803  ___________________________________________________________________
 AA0803* NAD 83(1986)-  24 51 53.     (N)    080 42 42.     (W)     SCALED    
 AA0803* NAVD 88     -         0.727  (meters)       2.39   (feet)  ADJUSTED  
 AA0803  ___________________________________________________________________
 AA0803  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AA0803  DYNAMIC HT  -           0.726 (meters)       2.38  (feet)  COMP
 AA0803  MODELED GRAV-     978,974.4   (mgal)                       NAVD 88
 AA0803
 AA0803  VERT ORDER  -  FIRST     CLASS II
 AA0803
 AA0803.The horizontal coordinates were scaled from a topographic map and have
 AA0803.an estimated accuracy of +/- 6 seconds.
 AA0803
 AA0803.The orthometric height was determined by differential leveling
 AA0803.and adjusted by the National Geodetic Survey in June 1991..
 AA0803
 AA0803.This Tidal Bench Mark is designated as VM 10934
 AA0803.by the Center for Operational Oceanographic Products and Services.
 AA0803
 AA0803.The geoid height was determined by GEOID03.
 AA0803
 AA0803.The dynamic height is computed by dividing the NAVD 88
 AA0803.geopotential number by the normal gravity value computed on the
 AA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0803.degrees latitude (g = 980.6199 gals.).
 AA0803
 AA0803.The modeled gravity was interpolated from observed gravity values.
 AA0803
 AA0803;                    North         East    Units  Estimated Accuracy
 AA0803;SPC FL E     -    58,890.      229,140.      MT  (+/- 180 meters Scaled)
 AA0803
 AA0803                          SUPERSEDED SURVEY CONTROL
 AA0803
 AA0803  NGVD 29 (09/01/92)    1.187  (m)            3.89   (f) ADJUSTED    1 2
 AA0803
 AA0803.Superseded values are not recommended for survey control.
 AA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0803.See file dsdata.txt to determine how the superseded data were derived.
 AA0803
 AA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH291500(NAD 83)
 AA0803_MARKER: DJ = TIDAL STATION DISK
 AA0803_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0803_SP_SET: CONCRETE BASE FOR SIGN
 AA0803_STAMPING: 3852 G 1982
 AA0803_MARK LOGO: NOS   
 AA0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0803+STABILITY: SURFACE MOTION
 AA0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0803+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0803
 AA0803  HISTORY     - Date     Condition        Report By
 AA0803  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0803  HISTORY     - 19901114 GOOD             FLDNR
 AA0803
 AA0803                          STATION DESCRIPTION
 AA0803
 AA0803'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0803'7.3 MI SW FROM ISLAMORADA.
 AA0803'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 7.3 MILES SOUTHWEST ON U.S.
 AA0803'HIGHWAY 1 TO THE GAMEFISH RESORT MOTEL AND THE MARK.  THE MARK BEARS
 AA0803'105.3 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 45.0 FEET SOUTHWEST
 AA0803'OF THE CENTERLINE OF THE DRIVE TO THE MOTEL, 83.5 FEET NORTHEAST OF
 AA0803'CONCRETE POWER POLE (NO. 889), AND 0.4 FOOT SOUTHEAST OF THE
 AA0803'SOUTHEAST STEEL SUPPORT FOR THE SIGN, GAMEFISH RESORT MOTEL.
 AA0803'THE MARK IS 2 FT BELOW HIGHWAY.
 AA0803
 AA0803                          STATION RECOVERY (1990)
 AA0803
 AA0803'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0810 ***********************************************************************
 AA0810  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0810  DESIGNATION -  872 3862 TIDAL 1
 AA0810  PID         -  AA0810
 AA0810  STATE/COUNTY-  FL/MONROE
 AA0810  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0810
 AA0810                         *CURRENT SURVEY CONTROL
 AA0810  ___________________________________________________________________
 AA0810* NAD 83(1986)-  24 51 07.     (N)    080 44 23.     (W)     SCALED    
 AA0810* NAVD 88     -         0.611  (meters)       2.00   (feet)  ADJUSTED  
 AA0810  ___________________________________________________________________
 AA0810  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AA0810  DYNAMIC HT  -           0.610 (meters)       2.00  (feet)  COMP
 AA0810  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AA0810
 AA0810  VERT ORDER  -  FIRST     CLASS II
 AA0810
 AA0810.The horizontal coordinates were scaled from a topographic map and have
 AA0810.an estimated accuracy of +/- 6 seconds.
 AA0810
 AA0810.The orthometric height was determined by differential leveling
 AA0810.and adjusted by the National Geodetic Survey in June 1991..
 AA0810
 AA0810.This Tidal Bench Mark is designated as VM 6242
 AA0810.by the Center for Operational Oceanographic Products and Services.
 AA0810
 AA0810.The geoid height was determined by GEOID03.
 AA0810
 AA0810.The dynamic height is computed by dividing the NAVD 88
 AA0810.geopotential number by the normal gravity value computed on the
 AA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0810.degrees latitude (g = 980.6199 gals.).
 AA0810
 AA0810.The modeled gravity was interpolated from observed gravity values.
 AA0810
 AA0810;                    North         East    Units  Estimated Accuracy
 AA0810;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0810
 AA0810                          SUPERSEDED SURVEY CONTROL
 AA0810
 AA0810  NGVD 29 (09/01/92)    1.067  (m)            3.50   (f) ADJUSTED    1 2
 AA0810
 AA0810.Superseded values are not recommended for survey control.
 AA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0810.See file dsdata.txt to determine how the superseded data were derived.
 AA0810
 AA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0810_MARKER: DJ = TIDAL STATION DISK
 AA0810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0810_SP_SET: CONCRETE SEAWALL
 AA0810_STAMPING: NO 1 1975
 AA0810_MARK LOGO: NOS   
 AA0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0810+STABILITY: SURFACE MOTION
 AA0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0810+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0810
 AA0810  HISTORY     - Date     Condition        Report By
 AA0810  HISTORY     - 1975     MONUMENTED       NOS
 AA0810  HISTORY     - 1982     GOOD             FLDNR
 AA0810  HISTORY     - 19901114 GOOD             FLDNR
 AA0810
 AA0810                          STATION DESCRIPTION
 AA0810
 AA0810'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0810'9.1 MI SW FROM ISLAMORADA.
 AA0810'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0810'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0810'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICA SEABASE AT THE SOUTHWEST
 AA0810'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK BEARS 21
 AA0810'FEET NORTH OF THE NORTH CORNER OF THE SOUTHWESTERN MOST BUILDING,
 AA0810'AND IS SET FLUSH IN THE TOP OF THE SEAWALL AT THE SHORE END OF THE
 AA0810'MAIN WOODEN PIER.
 AA0810
 AA0810                          STATION RECOVERY (1990)
 AA0810
 AA0810'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0810'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA0810'U.S. HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO THE BOY SCOUT OF AMERICA
 AA0810'SEABASE AT THE SOUTHWEST END OF LOWER MATCUMBE KEY, ENTER THE SEABASE
 AA0810'WHICH LIES NORTHWEST OF U.S. HIGHWAY 1 AND GO TO THE BOAT BASIN AND
 AA0810'THE MARK.  LOCATED 21.0 FT (6.4 M) NORTH OF THE NORTH CORNER OF THE
 AA0810'SOUTHWESTERN MOST BUILDING AND IS SET FLUSH IN THE TOP OF THE SEAWALL
 AA0810'AT THE SHORE END OF THE MAIN WOODEN PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0812 ***********************************************************************
 AA0812  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0812  DESIGNATION -  872 3862 TIDAL 2
 AA0812  PID         -  AA0812
 AA0812  STATE/COUNTY-  FL/MONROE
 AA0812  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0812
 AA0812                         *CURRENT SURVEY CONTROL
 AA0812  ___________________________________________________________________
 AA0812* NAD 83(1986)-  24 51 07.     (N)    080 44 23.     (W)     SCALED    
 AA0812* NAVD 88     -         0.616  (meters)       2.02   (feet)  ADJUSTED  
 AA0812  ___________________________________________________________________
 AA0812  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AA0812  DYNAMIC HT  -           0.615 (meters)       2.02  (feet)  COMP
 AA0812  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AA0812
 AA0812  VERT ORDER  -  FIRST     CLASS II
 AA0812
 AA0812.The horizontal coordinates were scaled from a topographic map and have
 AA0812.an estimated accuracy of +/- 6 seconds.
 AA0812
 AA0812.The orthometric height was determined by differential leveling
 AA0812.and adjusted by the National Geodetic Survey in June 1991..
 AA0812
 AA0812.This Tidal Bench Mark is designated as VM 6243
 AA0812.by the Center for Operational Oceanographic Products and Services.
 AA0812
 AA0812.The geoid height was determined by GEOID03.
 AA0812
 AA0812.The dynamic height is computed by dividing the NAVD 88
 AA0812.geopotential number by the normal gravity value computed on the
 AA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0812.degrees latitude (g = 980.6199 gals.).
 AA0812
 AA0812.The modeled gravity was interpolated from observed gravity values.
 AA0812
 AA0812;                    North         East    Units  Estimated Accuracy
 AA0812;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0812
 AA0812                          SUPERSEDED SURVEY CONTROL
 AA0812
 AA0812  NGVD 29 (09/01/92)    1.072  (m)            3.52   (f) ADJUSTED    1 2
 AA0812
 AA0812.Superseded values are not recommended for survey control.
 AA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0812.See file dsdata.txt to determine how the superseded data were derived.
 AA0812
 AA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0812_MARKER: DJ = TIDAL STATION DISK
 AA0812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0812_SP_SET: CONCRETE SEAWALL
 AA0812_STAMPING: NO 2 1975
 AA0812_MARK LOGO: NOS   
 AA0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0812+STABILITY: SURFACE MOTION
 AA0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0812+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0812
 AA0812  HISTORY     - Date     Condition        Report By
 AA0812  HISTORY     - 1975     MONUMENTED       NOS
 AA0812  HISTORY     - 1982     GOOD             FLDNR
 AA0812  HISTORY     - 19901114 GOOD             FLDNR
 AA0812
 AA0812                          STATION DESCRIPTION
 AA0812
 AA0812'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0812'9.1 MI SW FROM ISLAMORADA.
 AA0812'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0812'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0812'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICA SEABASE AT THE SOUTHWEST
 AA0812'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK IS SET
 AA0812'FLUSH IN TOP OF THE SEAWALL FOR THE SEABASE BOAT BASKIN, AND IS
 AA0812'ABOUT MIDWAY BETWEN THE MAIN WOODEN PIER AND WHERE THE SEAWALL JUTS
 AA0812'WEST TOWARD THE HARBOR.
 AA0812
 AA0812                          STATION RECOVERY (1990)
 AA0812
 AA0812'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0812'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA0812'U.S. HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO THE BOY SCOUTS OF AMERICA
 AA0812'SEABASE AT THE SOUTHWEST END OF LOWER MATECUMBE KEY, ENTER THE
 AA0812'SEABASE AND GO TO THE BOAT BASIN AND THE MARK, SET FLUSH IN THE TOP
 AA0812'OF THE SEAWALL AT THE SEABASE BOAT BASIN.  LOCATED MIDWAY BETWEEN THE
 AA0812'MAIN PIER AND WHERE THE SEAWALL JUTS WEST TOWARD THE HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0813 ***********************************************************************
 AA0813  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0813  DESIGNATION -  872 3862 TIDAL 3
 AA0813  PID         -  AA0813
 AA0813  STATE/COUNTY-  FL/MONROE
 AA0813  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0813
 AA0813                         *CURRENT SURVEY CONTROL
 AA0813  ___________________________________________________________________
 AA0813* NAD 83(1986)-  24 51 07.     (N)    080 44 23.     (W)     SCALED    
 AA0813* NAVD 88     -         0.593  (meters)       1.95   (feet)  ADJUSTED  
 AA0813  ___________________________________________________________________
 AA0813  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AA0813  DYNAMIC HT  -           0.592 (meters)       1.94  (feet)  COMP
 AA0813  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AA0813
 AA0813  VERT ORDER  -  SECOND    CLASS I
 AA0813
 AA0813.The horizontal coordinates were scaled from a topographic map and have
 AA0813.an estimated accuracy of +/- 6 seconds.
 AA0813
 AA0813.The orthometric height was determined by differential leveling
 AA0813.and adjusted by the National Geodetic Survey in June 1991..
 AA0813
 AA0813.This Tidal Bench Mark is designated as VM 6244
 AA0813.by the Center for Operational Oceanographic Products and Services.
 AA0813
 AA0813.The geoid height was determined by GEOID03.
 AA0813
 AA0813.The dynamic height is computed by dividing the NAVD 88
 AA0813.geopotential number by the normal gravity value computed on the
 AA0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0813.degrees latitude (g = 980.6199 gals.).
 AA0813
 AA0813.The modeled gravity was interpolated from observed gravity values.
 AA0813
 AA0813;                    North         East    Units  Estimated Accuracy
 AA0813;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0813
 AA0813                          SUPERSEDED SURVEY CONTROL
 AA0813
 AA0813.No superseded survey control is available for this station.
 AA0813
 AA0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0813_MARKER: DJ = TIDAL STATION DISK
 AA0813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0813_SP_SET: CONCRETE SEAWALL
 AA0813_STAMPING: NO 3 1975
 AA0813_MARK LOGO: NOS   
 AA0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0813+STABILITY: SURFACE MOTION
 AA0813
 AA0813  HISTORY     - Date     Condition        Report By
 AA0813  HISTORY     - 1975     MONUMENTED       NOS
 AA0813  HISTORY     - 1982     GOOD             FLDNR
 AA0813
 AA0813                          STATION DESCRIPTION
 AA0813
 AA0813'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0813'9.1 MI SW FROM ISLAMORADA.
 AA0813'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0813'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICAL SEABASE AT THE SOUTHWEST
 AA0813'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK BEARS 148
 AA0813'FEET NORTH OF BENCH MARK NO 2 1975 SET FLUSH WITH THE SEAWALL WHERE
 AA0813'THE SEAWALL FORMS A 90 DEGREE TURN AND JUTS WEST TOWARD THE HARBOR.
 AA0813'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0811 ***********************************************************************
 AA0811  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0811  DESIGNATION -  872 3862 TIDAL 4
 AA0811  PID         -  AA0811
 AA0811  STATE/COUNTY-  FL/MONROE
 AA0811  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0811
 AA0811                         *CURRENT SURVEY CONTROL
 AA0811  ___________________________________________________________________
 AA0811* NAD 83(1986)-  24 51 07.     (N)    080 44 23.     (W)     SCALED    
 AA0811* NAVD 88     -         0.737  (meters)       2.42   (feet)  ADJUSTED  
 AA0811  ___________________________________________________________________
 AA0811  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AA0811  DYNAMIC HT  -           0.736 (meters)       2.41  (feet)  COMP
 AA0811  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AA0811
 AA0811  VERT ORDER  -  SECOND    CLASS I
 AA0811
 AA0811.The horizontal coordinates were scaled from a topographic map and have
 AA0811.an estimated accuracy of +/- 6 seconds.
 AA0811
 AA0811.The orthometric height was determined by differential leveling
 AA0811.and adjusted by the National Geodetic Survey in June 1991..
 AA0811
 AA0811.This Tidal Bench Mark is designated as VM 6245
 AA0811.by the Center for Operational Oceanographic Products and Services.
 AA0811
 AA0811.The geoid height was determined by GEOID03.
 AA0811
 AA0811.The dynamic height is computed by dividing the NAVD 88
 AA0811.geopotential number by the normal gravity value computed on the
 AA0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0811.degrees latitude (g = 980.6199 gals.).
 AA0811
 AA0811.The modeled gravity was interpolated from observed gravity values.
 AA0811
 AA0811;                    North         East    Units  Estimated Accuracy
 AA0811;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0811
 AA0811                          SUPERSEDED SURVEY CONTROL
 AA0811
 AA0811.No superseded survey control is available for this station.
 AA0811
 AA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0811_MARKER: DJ = TIDAL STATION DISK
 AA0811_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0811_SP_SET: CONCRETE FOOTING
 AA0811_STAMPING: NO 4 1975
 AA0811_MARK LOGO: NOS   
 AA0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0811+STABILITY: SURFACE MOTION
 AA0811
 AA0811  HISTORY     - Date     Condition        Report By
 AA0811  HISTORY     - 1975     MONUMENTED       NOS
 AA0811  HISTORY     - 1982     GOOD             FLDNR
 AA0811
 AA0811                          STATION DESCRIPTION
 AA0811
 AA0811'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0811'9.1 MI SW FROM ISLAMORADA.
 AA0811'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0811'U.S. HIGHWAY 1 TO THE BOY SCOUT OF AMERICA SEABASE AT THE SOUTHWEST
 AA0811'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK BEARS 9
 AA0811'FEET SOUTHWEST OF THE NORTH CORNER OF THE SEABASE OFFICE BUILDING,
 AA0811'AND IS SET IN TOP OF THE CONCRETE FOOTING ON THE NORTHWEST SIDE OF
 AA0811'THE BUILDING.
 AA0811'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0814 ***********************************************************************
 AA0814  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0814  DESIGNATION -  872 3862 TIDAL 5
 AA0814  PID         -  AA0814
 AA0814  STATE/COUNTY-  FL/MONROE
 AA0814  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0814
 AA0814                         *CURRENT SURVEY CONTROL
 AA0814  ___________________________________________________________________
 AA0814* NAD 83(1986)-  24 51 07.     (N)    080 44 23.     (W)     SCALED    
 AA0814* NAVD 88     -         0.663  (meters)       2.18   (feet)  ADJUSTED  
 AA0814  ___________________________________________________________________
 AA0814  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AA0814  DYNAMIC HT  -           0.662 (meters)       2.17  (feet)  COMP
 AA0814  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AA0814
 AA0814  VERT ORDER  -  SECOND    CLASS I
 AA0814
 AA0814.The horizontal coordinates were scaled from a topographic map and have
 AA0814.an estimated accuracy of +/- 6 seconds.
 AA0814
 AA0814.The orthometric height was determined by differential leveling
 AA0814.and adjusted by the National Geodetic Survey in June 1991..
 AA0814
 AA0814.This Tidal Bench Mark is designated as VM 6246
 AA0814.by the Center for Operational Oceanographic Products and Services.
 AA0814
 AA0814.The geoid height was determined by GEOID03.
 AA0814
 AA0814.The dynamic height is computed by dividing the NAVD 88
 AA0814.geopotential number by the normal gravity value computed on the
 AA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0814.degrees latitude (g = 980.6199 gals.).
 AA0814
 AA0814.The modeled gravity was interpolated from observed gravity values.
 AA0814
 AA0814;                    North         East    Units  Estimated Accuracy
 AA0814;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0814
 AA0814                          SUPERSEDED SURVEY CONTROL
 AA0814
 AA0814.No superseded survey control is available for this station.
 AA0814
 AA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0814_MARKER: DJ = TIDAL STATION DISK
 AA0814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0814_SP_SET: CONCRETE WALKWAY
 AA0814_STAMPING: NO 5 1975
 AA0814_MARK LOGO: NOS   
 AA0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0814
 AA0814  HISTORY     - Date     Condition        Report By
 AA0814  HISTORY     - 1975     MONUMENTED       NOS
 AA0814  HISTORY     - 1982     GOOD             FLDNR
 AA0814
 AA0814                          STATION DESCRIPTION
 AA0814
 AA0814'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0814'9.1 MI SW FROM ISLAMORADA.
 AA0814'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0814'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICA SEABASE AT THE SOUTHWEST
 AA0814'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK IS SET
 AA0814'FLUSH IN THE SOUTHWEST CORNER OF THE CONCRETE WALKWAY FOR THE
 AA0814'FOR THE MULTI-UNIT APARTMENT BUILDING NORTH OF THE SEABASE OFFICE
 AA0814'BUILDING.
 AA0814'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0805 ***********************************************************************
 AA0805  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0805  DESIGNATION -  872 3868 D TIDAL FLDT
 AA0805  PID         -  AA0805
 AA0805  STATE/COUNTY-  FL/MONROE
 AA0805  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0805
 AA0805                         *CURRENT SURVEY CONTROL
 AA0805  ___________________________________________________________________
 AA0805* NAD 83(1986)-  24 50 43.     (N)    080 44 53.     (W)     SCALED    
 AA0805* NAVD 88     -         5.610  (meters)      18.41   (feet)  ADJUSTED  
 AA0805  ___________________________________________________________________
 AA0805  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AA0805  DYNAMIC HT  -           5.601 (meters)      18.38  (feet)  COMP
 AA0805  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0805
 AA0805  VERT ORDER  -  SECOND    CLASS I
 AA0805
 AA0805.The horizontal coordinates were scaled from a topographic map and have
 AA0805.an estimated accuracy of +/- 6 seconds.
 AA0805
 AA0805.The orthometric height was determined by differential leveling
 AA0805.and adjusted by the National Geodetic Survey in June 1991..
 AA0805
 AA0805.This Tidal Bench Mark is designated as VM 10922
 AA0805.by the Center for Operational Oceanographic Products and Services.
 AA0805
 AA0805.The geoid height was determined by GEOID03.
 AA0805
 AA0805.The dynamic height is computed by dividing the NAVD 88
 AA0805.geopotential number by the normal gravity value computed on the
 AA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0805.degrees latitude (g = 980.6199 gals.).
 AA0805
 AA0805.The modeled gravity was interpolated from observed gravity values.
 AA0805
 AA0805;                    North         East    Units  Estimated Accuracy
 AA0805;SPC FL E     -    56,730.      225,460.      MT  (+/- 180 meters Scaled)
 AA0805
 AA0805                          SUPERSEDED SURVEY CONTROL
 AA0805
 AA0805.No superseded survey control is available for this station.
 AA0805
 AA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH254478(NAD 83)
 AA0805_MARKER: DB = BENCH MARK DISK
 AA0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0805_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0805_STAMPING: 3868 D
 AA0805_MARK LOGO: FLDT  
 AA0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0805
 AA0805  HISTORY     - Date     Condition        Report By
 AA0805  HISTORY     - UNK      MONUMENTED       FLDT
 AA0805  HISTORY     - 1982     GOOD             FLDNR
 AA0805  HISTORY     - 1986     GOOD             FLDNR
 AA0805
 AA0805                          STATION DESCRIPTION
 AA0805
 AA0805'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0805'9.9 MI SW FROM ISLAMORADA.
 AA0805'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.9 MILES SOUTHWEST ON
 AA0805'U.S. HIGHWAY 1 TO THE BRIDGE OVER CHANNEL NO 2 AND THE MARK.  THE
 AA0805'MARK IS SET IN TOP OF THE GUARDRAIL AT THE NORTHEAST END OF THE
 AA0805'BRIDGE, 18.9 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1
 AA0805'FOOT NORTHEAST OF THE ABUTMENT, AND 10.2 FEET WOUTHWEST OF THE
 AA0805'OF THE NORTHEAST END OF THE GUARDRAIL.
 AA0805'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0805
 AA0805                          STATION RECOVERY (1986)
 AA0805
 AA0805'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1731 ***********************************************************************
 AA1731  DESIGNATION -  872 3868 F TIDAL
 AA1731  PID         -  AA1731
 AA1731  STATE/COUNTY-  FL/MONROE
 AA1731  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA1731
 AA1731                         *CURRENT SURVEY CONTROL
 AA1731  ___________________________________________________________________
 AA1731* NAD 83(1986)-  24 50 39.     (N)    080 44 54.     (W)     SCALED    
 AA1731* NAVD 88     -         2.294  (meters)       7.53   (feet)  ADJUSTED  
 AA1731  ___________________________________________________________________
 AA1731  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AA1731  DYNAMIC HT  -           2.290 (meters)       7.51  (feet)  COMP
 AA1731  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA1731
 AA1731  VERT ORDER  -  FIRST     CLASS II
 AA1731
 AA1731.The horizontal coordinates were scaled from a topographic map and have
 AA1731.an estimated accuracy of +/- 6 seconds.
 AA1731
 AA1731.The orthometric height was determined by differential leveling
 AA1731.and adjusted by the National Geodetic Survey in May 1994..
 AA1731
 AA1731.The geoid height was determined by GEOID03.
 AA1731
 AA1731.The dynamic height is computed by dividing the NAVD 88
 AA1731.geopotential number by the normal gravity value computed on the
 AA1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1731.degrees latitude (g = 980.6199 gals.).
 AA1731
 AA1731.The modeled gravity was interpolated from observed gravity values.
 AA1731
 AA1731;                    North         East    Units  Estimated Accuracy
 AA1731;SPC FL E     -    56,600.      225,440.      MT  (+/- 180 meters Scaled)
 AA1731
 AA1731                          SUPERSEDED SURVEY CONTROL
 AA1731
 AA1731  NGVD 29 (09/01/92)    2.751  (m)            9.03   (f) ADJUSTED    1 2
 AA1731
 AA1731.Superseded values are not recommended for survey control.
 AA1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1731.See file dsdata.txt to determine how the superseded data were derived.
 AA1731
 AA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH254477(NAD 83)
 AA1731_MARKER: DJ = TIDAL STATION DISK
 AA1731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1731_SP_SET: CONCRETE BRIDGE WINGWALL
 AA1731_STAMPING: 3868 F 1987
 AA1731_MARK LOGO: NOS   
 AA1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1731+STABILITY: SURFACE MOTION
 AA1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1731+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1731
 AA1731  HISTORY     - Date     Condition        Report By
 AA1731  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1731
 AA1731                          STATION DESCRIPTION
 AA1731
 AA1731'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1731'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1731'U.S. HIGHWAY 1 FOR 9.9 MI (15.9 KM) TO THE NORTHEAST END OF THE OLD
 AA1731'BRIDGE OVER CHANNEL NUMBER 2 AND THE MARK, SET IN THE NORTH WING WALL
 AA1731'OF THE BRIDGE.  LOCATED 36.5 FT (11.1 M) SOUTHEAST OF THE NORTHWEST
 AA1731'END OF THE WINGWALL AND 43.5 FT (13.3 M) NORTH OF BENCH MARK K 69
 AA1731'RESET 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1725 ***********************************************************************
 AA1725  DESIGNATION -  872 3868 G TIDAL
 AA1725  PID         -  AA1725
 AA1725  STATE/COUNTY-  FL/MONROE
 AA1725  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA1725
 AA1725                         *CURRENT SURVEY CONTROL
 AA1725  ___________________________________________________________________
 AA1725* NAD 83(1986)-  24 50 51.     (N)    080 44 35.     (W)     SCALED    
 AA1725* NAVD 88     -         2.209  (meters)       7.25   (feet)  ADJUSTED  
 AA1725  ___________________________________________________________________
 AA1725  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AA1725  DYNAMIC HT  -           2.205 (meters)       7.23  (feet)  COMP
 AA1725  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA1725
 AA1725  VERT ORDER  -  FIRST     CLASS II
 AA1725
 AA1725.The horizontal coordinates were scaled from a topographic map and have
 AA1725.an estimated accuracy of +/- 6 seconds.
 AA1725
 AA1725.The orthometric height was determined by differential leveling
 AA1725.and adjusted by the National Geodetic Survey in May 1994..
 AA1725
 AA1725.The geoid height was determined by GEOID03.
 AA1725
 AA1725.The dynamic height is computed by dividing the NAVD 88
 AA1725.geopotential number by the normal gravity value computed on the
 AA1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1725.degrees latitude (g = 980.6199 gals.).
 AA1725
 AA1725.The modeled gravity was interpolated from observed gravity values.
 AA1725
 AA1725;                    North         East    Units  Estimated Accuracy
 AA1725;SPC FL E     -    56,970.      225,970.      MT  (+/- 180 meters Scaled)
 AA1725
 AA1725                          SUPERSEDED SURVEY CONTROL
 AA1725
 AA1725  NGVD 29 (09/01/92)    2.666  (m)            8.75   (f) ADJUSTED    1 2
 AA1725
 AA1725.Superseded values are not recommended for survey control.
 AA1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1725.See file dsdata.txt to determine how the superseded data were derived.
 AA1725
 AA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH259480(NAD 83)
 AA1725_MARKER: DJ = TIDAL STATION DISK
 AA1725_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1725_SP_SET: CONCRETE BASE FOR MANHOLE
 AA1725_STAMPING: 3868 G 1987
 AA1725_MARK LOGO: NOS   
 AA1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1725+STABILITY: SURFACE MOTION
 AA1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1725+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1725
 AA1725  HISTORY     - Date     Condition        Report By
 AA1725  HISTORY     - 1987     MONUMENTED       NOS
 AA1725  HISTORY     - 19901114 GOOD             FLDNR
 AA1725
 AA1725                          STATION DESCRIPTION
 AA1725
 AA1725'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1725'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1725'U.S. HIGHWAY 1 FOR 9.65 MI (15.53 KM) TO THE MARK, WHICH IS SET IN
 AA1725'THE EASTERN MOST CORNER OF A 10 FT (3.0 M) BY 18 FT (5.5 M) CONCRETE
 AA1725'BASE FOR A MAN HOLE COVER.  LOCATED 0.35 MI (0.56 KM) NORTHEAST OF
 AA1725'THE EAST END OF THE BRIDGE OVER CHANNEL NO. 2, 41.8 FT (12.7 M)
 AA1725'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 1 FT (0.3 M) BELOW
 AA1725'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0806 ***********************************************************************
 AA0806  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0806  DESIGNATION -  872 3868 TIDAL 2
 AA0806  PID         -  AA0806
 AA0806  STATE/COUNTY-  FL/MONROE
 AA0806  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0806
 AA0806                         *CURRENT SURVEY CONTROL
 AA0806  ___________________________________________________________________
 AA0806* NAD 83(1986)-  24 50 43.     (N)    080 44 53.     (W)     SCALED    
 AA0806* NAVD 88     -         5.281  (meters)      17.33   (feet)  ADJUSTED  
 AA0806  ___________________________________________________________________
 AA0806  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AA0806  DYNAMIC HT  -           5.272 (meters)      17.30  (feet)  COMP
 AA0806  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0806
 AA0806  VERT ORDER  -  FIRST     CLASS II
 AA0806
 AA0806.The horizontal coordinates were scaled from a topographic map and have
 AA0806.an estimated accuracy of +/- 6 seconds.
 AA0806
 AA0806.The orthometric height was determined by differential leveling
 AA0806.and adjusted by the National Geodetic Survey in May 1994..
 AA0806
 AA0806.This Tidal Bench Mark is designated as VM 10921
 AA0806.by the Center for Operational Oceanographic Products and Services.
 AA0806
 AA0806.The geoid height was determined by GEOID03.
 AA0806
 AA0806.The dynamic height is computed by dividing the NAVD 88
 AA0806.geopotential number by the normal gravity value computed on the
 AA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0806.degrees latitude (g = 980.6199 gals.).
 AA0806
 AA0806.The modeled gravity was interpolated from observed gravity values.
 AA0806
 AA0806;                    North         East    Units  Estimated Accuracy
 AA0806;SPC FL E     -    56,730.      225,460.      MT  (+/- 180 meters Scaled)
 AA0806
 AA0806                          SUPERSEDED SURVEY CONTROL
 AA0806
 AA0806  NAVD 88 (06/15/91)    5.290  (m)           17.36   (f) UNKNOWN     1 2
 AA0806  NGVD 29 (09/01/92)    5.739  (m)           18.83   (f) ADJUSTED    1 2
 AA0806
 AA0806.Superseded values are not recommended for survey control.
 AA0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0806.See file dsdata.txt to determine how the superseded data were derived.
 AA0806
 AA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH254478(NAD 83)
 AA0806_MARKER: DJ = TIDAL STATION DISK
 AA0806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0806_SP_SET: BRIDGE ABUTMENT
 AA0806_STAMPING: NO 2 1975
 AA0806_MARK LOGO: NOS   
 AA0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0806+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0806
 AA0806  HISTORY     - Date     Condition        Report By
 AA0806  HISTORY     - 1975     MONUMENTED       NOS
 AA0806  HISTORY     - 1982     GOOD             FLDNR
 AA0806  HISTORY     - 19901114 GOOD             FLDNR
 AA0806
 AA0806                          STATION DESCRIPTION
 AA0806
 AA0806'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0806'9.9 MI SW FROM ISLAMORADA.
 AA0806'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.9 MILES SOUTHWEST ON
 AA0806'U.S. HIGHWAY 1 TO THE BRIDGE OVER CHANNEL NO 2 AND THE MARK.  THE
 AA0806'MARK IS SET IN THE TOP OF THE CONCRETE ABUTMENT OF THE OLD HIGHWAY
 AA0806'BRIDGE, AT THE EAST END, 11.2 FEET SOUTH OF THE CENTERLINE OF
 AA0806'THE OLD BRIDGE, AND 11.0 FEET FROM THE END OF THE BRIDGE.
 AA0806
 AA0806                          STATION RECOVERY (1990)
 AA0806
 AA0806'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0808 ***********************************************************************
 AA0808  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0808  DESIGNATION -  872 3868 TIDAL 3
 AA0808  PID         -  AA0808
 AA0808  STATE/COUNTY-  FL/MONROE
 AA0808  USGS QUAD   -  LONG KEY (1971)
 AA0808
 AA0808                         *CURRENT SURVEY CONTROL
 AA0808  ___________________________________________________________________
 AA0808* NAD 83(1986)-  24 50 31.     (N)    080 45 11.     (W)     SCALED    
 AA0808* NAVD 88     -         5.294  (meters)      17.37   (feet)  ADJUSTED  
 AA0808  ___________________________________________________________________
 AA0808  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AA0808  DYNAMIC HT  -           5.285 (meters)      17.34  (feet)  COMP
 AA0808  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0808
 AA0808  VERT ORDER  -  SECOND    CLASS I
 AA0808
 AA0808.The horizontal coordinates were scaled from a topographic map and have
 AA0808.an estimated accuracy of +/- 6 seconds.
 AA0808
 AA0808.The orthometric height was determined by differential leveling
 AA0808.and adjusted by the National Geodetic Survey in June 1991..
 AA0808
 AA0808.This Tidal Bench Mark is designated as VM 10917
 AA0808.by the Center for Operational Oceanographic Products and Services.
 AA0808
 AA0808.This Tidal Bench Mark is designated as VM 16623
 AA0808.by the Center for Operational Oceanographic Products and Services.
 AA0808
 AA0808.The geoid height was determined by GEOID03.
 AA0808
 AA0808.The dynamic height is computed by dividing the NAVD 88
 AA0808.geopotential number by the normal gravity value computed on the
 AA0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0808.degrees latitude (g = 980.6199 gals.).
 AA0808
 AA0808.The modeled gravity was interpolated from observed gravity values.
 AA0808
 AA0808;                    North         East    Units  Estimated Accuracy
 AA0808;SPC FL E     -    56,360.      224,960.      MT  (+/- 180 meters Scaled)
 AA0808
 AA0808                          SUPERSEDED SURVEY CONTROL
 AA0808
 AA0808.No superseded survey control is available for this station.
 AA0808
 AA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH249474(NAD 83)
 AA0808_MARKER: DJ = TIDAL STATION DISK
 AA0808_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0808_SP_SET: CONCRETE BRIDGE CURB
 AA0808_STAMPING: NO 3 1975
 AA0808_MARK LOGO: NOS   
 AA0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0808
 AA0808  HISTORY     - Date     Condition        Report By
 AA0808  HISTORY     - 1975     MONUMENTED       NOS
 AA0808  HISTORY     - 1982     GOOD             FLDNR
 AA0808
 AA0808                          STATION DESCRIPTION
 AA0808
 AA0808'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0808'10.2 MI SW FROM ISLAMORADA.
 AA0808'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 10.25 MILES SOUTHWEST ON
 AA0808'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER CHANNEL NO 2
 AA0808'AND THE MARK.  THE MARK IS SET IN THE NORTHWEST CURB OF THE OLD
 AA0808'HIGHWAY BRIDGE NOW USED AS A FISHING PIER, 11.5 FEET NORTHWEST OF
 AA0808'THE CENTERLINE OF THE OLD BRIDGE, AND 11 FEET NORTHEAST OF THE SOUTH
 AA0808'WEST END OF THE BRIDGE.
 AA0808'THE MARK IS 1 FT ABOVE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0809 ***********************************************************************
 AA0809  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0809  DESIGNATION -  872 3869 D TIDAL FLDT
 AA0809  PID         -  AA0809
 AA0809  STATE/COUNTY-  FL/MONROE
 AA0809  USGS QUAD   -  LONG KEY (1971)
 AA0809
 AA0809                         *CURRENT SURVEY CONTROL
 AA0809  ___________________________________________________________________
 AA0809* NAD 83(1986)-  24 50 31.     (N)    080 45 11.     (W)     SCALED    
 AA0809* NAVD 88     -         5.668  (meters)      18.60   (feet)  ADJUSTED  
 AA0809  ___________________________________________________________________
 AA0809  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AA0809  DYNAMIC HT  -           5.659 (meters)      18.57  (feet)  COMP
 AA0809  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0809
 AA0809  VERT ORDER  -  SECOND    CLASS I
 AA0809
 AA0809.The horizontal coordinates were scaled from a topographic map and have
 AA0809.an estimated accuracy of +/- 6 seconds.
 AA0809
 AA0809.The orthometric height was determined by differential leveling
 AA0809.and adjusted by the National Geodetic Survey in June 1991..
 AA0809
 AA0809.This Tidal Bench Mark is designated as VM 10918
 AA0809.by the Center for Operational Oceanographic Products and Services.
 AA0809
 AA0809.The geoid height was determined by GEOID03.
 AA0809
 AA0809.The dynamic height is computed by dividing the NAVD 88
 AA0809.geopotential number by the normal gravity value computed on the
 AA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0809.degrees latitude (g = 980.6199 gals.).
 AA0809
 AA0809.The modeled gravity was interpolated from observed gravity values.
 AA0809
 AA0809;                    North         East    Units  Estimated Accuracy
 AA0809;SPC FL E     -    56,360.      224,960.      MT  (+/- 180 meters Scaled)
 AA0809
 AA0809                          SUPERSEDED SURVEY CONTROL
 AA0809
 AA0809.No superseded survey control is available for this station.
 AA0809
 AA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH249474(NAD 83)
 AA0809_MARKER: DB = BENCH MARK DISK
 AA0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0809_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0809_STAMPING: 3869 D
 AA0809_MARK LOGO: FLDT  
 AA0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0809
 AA0809  HISTORY     - Date     Condition        Report By
 AA0809  HISTORY     - UNK      MONUMENTED       FLDT
 AA0809  HISTORY     - 1982     GOOD             FLDNR
 AA0809  HISTORY     - 1986     GOOD             FLDNR
 AA0809
 AA0809                          STATION DESCRIPTION
 AA0809
 AA0809'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0809'10.2 MI SW FROM ISLAMORADA.
 AA0809'BEGIN AT THE POST OFFICE IN ISLAMORADA GO 10.25 MILES SOUTHWEST ON
 AA0809'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER CHANNEL NO
 AA0809'2 AND THE MARK.  THE MARK IS SET IN TOP OF THE CONCRETE GUARDRAIL,
 AA0809'19.2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.4 FEET
 AA0809'NORTHEAST OF THE SOUTHWEST END OF THE RAIL, AND 0.8 FOOT SOUTHWEST
 AA0809'OF THE SOUTHWEST ABUTMENT.
 AA0809
 AA0809                          STATION RECOVERY (1986)
 AA0809
 AA0809'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1730 ***********************************************************************
 AA1730  DESIGNATION -  872 3869 F TIDAL
 AA1730  PID         -  AA1730
 AA1730  STATE/COUNTY-  FL/MONROE
 AA1730  USGS QUAD   -  LONG KEY (1971)
 AA1730
 AA1730                         *CURRENT SURVEY CONTROL
 AA1730  ___________________________________________________________________
 AA1730* NAD 83(1986)-  24 50 30.     (N)    080 45 11.     (W)     SCALED    
 AA1730* NAVD 88     -         4.802  (meters)      15.75   (feet)  ADJUSTED  
 AA1730  ___________________________________________________________________
 AA1730  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AA1730  DYNAMIC HT  -           4.794 (meters)      15.73  (feet)  COMP
 AA1730  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA1730
 AA1730  VERT ORDER  -  FIRST     CLASS II
 AA1730
 AA1730.The horizontal coordinates were scaled from a topographic map and have
 AA1730.an estimated accuracy of +/- 6 seconds.
 AA1730
 AA1730.The orthometric height was determined by differential leveling
 AA1730.and adjusted by the National Geodetic Survey in May 1994..
 AA1730
 AA1730.The geoid height was determined by GEOID03.
 AA1730
 AA1730.The dynamic height is computed by dividing the NAVD 88
 AA1730.geopotential number by the normal gravity value computed on the
 AA1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1730.degrees latitude (g = 980.6199 gals.).
 AA1730
 AA1730.The modeled gravity was interpolated from observed gravity values.
 AA1730
 AA1730;                    North         East    Units  Estimated Accuracy
 AA1730;SPC FL E     -    56,330.      224,960.      MT  (+/- 180 meters Scaled)
 AA1730
 AA1730                          SUPERSEDED SURVEY CONTROL
 AA1730
 AA1730  NGVD 29 (09/01/92)    5.260  (m)           17.26   (f) ADJUSTED    1 2
 AA1730
 AA1730.Superseded values are not recommended for survey control.
 AA1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1730.See file dsdata.txt to determine how the superseded data were derived.
 AA1730
 AA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH249474(NAD 83)
 AA1730_MARKER: DJ = TIDAL STATION DISK
 AA1730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1730_SP_SET: WATERPIPE WINGWALL
 AA1730_STAMPING: 3869 F 1987
 AA1730_MARK LOGO: NOS   
 AA1730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1730+STABILITY: SURFACE MOTION
 AA1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1730+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1730
 AA1730  HISTORY     - Date     Condition        Report By
 AA1730  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1730
 AA1730                          STATION DESCRIPTION
 AA1730
 AA1730'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1730'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1730'U.S. HIHGWAY 1 FOR 10.25 MI (16.50 KM) TO THE SOUTHWEST END OF THE
 AA1730'BRIDGE OVER CHANNEL NUMBER 2 AND THE MARK, SET IN THE NORTHWEST
 AA1730'WINGWALL OF THE BRIDGE.  LOCATED 19.5 FT (5.9 M) NORTH OF THE
 AA1730'CENTERLINE OF U.S. HIGHWAY 1, 10.5 FT (3.2 M) NORTHEAST OF THE END
 AA1730'OF THE BRIDGE AND 81.6 FT (24.9 M) SOUTHEAST OF BENCH MARK NO 3 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0807 ***********************************************************************
 AA0807  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0807  DESIGNATION -  872 3869 TIDAL 2
 AA0807  PID         -  AA0807
 AA0807  STATE/COUNTY-  FL/MONROE
 AA0807  USGS QUAD   -  LONG KEY (1971)
 AA0807
 AA0807                         *CURRENT SURVEY CONTROL
 AA0807  ___________________________________________________________________
 AA0807* NAD 83(1986)-  24 50 31.     (N)    080 45 11.     (W)     SCALED    
 AA0807* NAVD 88     -         4.553  (meters)      14.94   (feet)  ADJUSTED  
 AA0807  ___________________________________________________________________
 AA0807  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AA0807  DYNAMIC HT  -           4.545 (meters)      14.91  (feet)  COMP
 AA0807  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0807
 AA0807  VERT ORDER  -  SECOND    CLASS I
 AA0807
 AA0807.The horizontal coordinates were scaled from a topographic map and have
 AA0807.an estimated accuracy of +/- 6 seconds.
 AA0807
 AA0807.The orthometric height was determined by differential leveling
 AA0807.and adjusted by the National Geodetic Survey in June 1991..
 AA0807
 AA0807.This Tidal Bench Mark is designated as VM 10916
 AA0807.by the Center for Operational Oceanographic Products and Services.
 AA0807
 AA0807.The geoid height was determined by GEOID03.
 AA0807
 AA0807.The dynamic height is computed by dividing the NAVD 88
 AA0807.geopotential number by the normal gravity value computed on the
 AA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0807.degrees latitude (g = 980.6199 gals.).
 AA0807
 AA0807.The modeled gravity was interpolated from observed gravity values.
 AA0807
 AA0807;                    North         East    Units  Estimated Accuracy
 AA0807;SPC FL E     -    56,360.      224,960.      MT  (+/- 180 meters Scaled)
 AA0807
 AA0807                          SUPERSEDED SURVEY CONTROL
 AA0807
 AA0807.No superseded survey control is available for this station.
 AA0807
 AA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH249474(NAD 83)
 AA0807_MARKER: DJ = TIDAL STATION DISK
 AA0807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0807_SP_SET: CONCRETE WINGWALL
 AA0807_STAMPING: NO 2 1975
 AA0807_MARK LOGO: NOS   
 AA0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0807+STABILITY: SURFACE MOTION
 AA0807
 AA0807  HISTORY     - Date     Condition        Report By
 AA0807  HISTORY     - 1975     MONUMENTED       NOS
 AA0807  HISTORY     - 1982     GOOD             FLDNR
 AA0807
 AA0807                          STATION DESCRIPTION
 AA0807
 AA0807'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0807'10.2 MI SW FROM ISLAMORADA.
 AA0807'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 10.25 MILES SOUTHWEST
 AA0807'ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER CHANNEL
 AA0807'NO 2 AND THE MARK.  THE MARK BEARS 12.3 FEET SOUTHEAST OF THE
 AA0807'CENTERLINE OF THE OLD HIGHWAY BRIDGE NOW USED AS  FISHING PIER,
 AA0807'AND 16.7 FEET EAST OF THE SOUTHWEST END OF THE OLD BRIDGE.
 AA0807'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0828 ***********************************************************************
 AA0828  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0828  DESIGNATION -  872 3872 D TIDAL
 AA0828  PID         -  AA0828
 AA0828  STATE/COUNTY-  FL/MONROE
 AA0828  USGS QUAD   -  LONG KEY (1971)
 AA0828
 AA0828                         *CURRENT SURVEY CONTROL
 AA0828  ___________________________________________________________________
 AA0828* NAD 83(1986)-  24 50 25.     (N)    080 46 47.     (W)     SCALED    
 AA0828* NAVD 88     -         5.059  (meters)      16.60   (feet)  ADJUSTED  
 AA0828  ___________________________________________________________________
 AA0828  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AA0828  DYNAMIC HT  -           5.050 (meters)      16.57  (feet)  COMP
 AA0828  MODELED GRAV-     978,975.0   (mgal)                       NAVD 88
 AA0828
 AA0828  VERT ORDER  -  SECOND    CLASS I
 AA0828
 AA0828.The horizontal coordinates were scaled from a topographic map and have
 AA0828.an estimated accuracy of +/- 6 seconds.
 AA0828
 AA0828.The orthometric height was determined by differential leveling
 AA0828.and adjusted by the National Geodetic Survey in June 1991..
 AA0828
 AA0828.This Tidal Bench Mark is designated as VM 10909
 AA0828.by the Center for Operational Oceanographic Products and Services.
 AA0828
 AA0828.The geoid height was determined by GEOID03.
 AA0828
 AA0828.The dynamic height is computed by dividing the NAVD 88
 AA0828.geopotential number by the normal gravity value computed on the
 AA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0828.degrees latitude (g = 980.6199 gals.).
 AA0828
 AA0828.The modeled gravity was interpolated from observed gravity values.
 AA0828
 AA0828;                    North         East    Units  Estimated Accuracy
 AA0828;SPC FL E     -    56,170.      222,260.      MT  (+/- 180 meters Scaled)
 AA0828
 AA0828                          SUPERSEDED SURVEY CONTROL
 AA0828
 AA0828.No superseded survey control is available for this station.
 AA0828
 AA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH222472(NAD 83)
 AA0828_MARKER: DJ = TIDAL STATION DISK
 AA0828_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0828_SP_SET: CONCRETE CURBING
 AA0828_STAMPING: 3872 D 1982
 AA0828_MARK LOGO: NOS   
 AA0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0828
 AA0828  HISTORY     - Date     Condition        Report By
 AA0828  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0828
 AA0828                          STATION DESCRIPTION
 AA0828
 AA0828'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0828'2.4 MI NE FROM LAYTON.
 AA0828'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.4 MILES NORTHEAST ON U.S.
 AA0828'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER CHANNEL NO. 5 AND
 AA0828'THE MARK. THE MARK IS SET IN THE NORTH CURBING OF THE OLD HIGHWAY
 AA0828'BRIDGE, NOW USED AS A FISHING PIER, 10.6 FEET NORTH OF THE CENTERLINE
 AA0828'OF THE OLD BRIDGE, 4.7 FEET EAST OF THE WEST END OF THE BRIDGE
 AA0828'GUARDRAIL, AND 15.3 FEET WEST OF THE BRIDGE ABUTMENT.
 AA0828'THE MARK IS 0.5 FT ABOVE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0831 ***********************************************************************
 AA0831  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0831  DESIGNATION -  872 3872 E TIDAL
 AA0831  PID         -  AA0831
 AA0831  STATE/COUNTY-  FL/MONROE
 AA0831  USGS QUAD   -  LONG KEY (1971)
 AA0831
 AA0831                         *CURRENT SURVEY CONTROL
 AA0831  ___________________________________________________________________
 AA0831* NAD 83(1986)-  24 50 25.     (N)    080 46 47.     (W)     SCALED    
 AA0831* NAVD 88     -         1.819  (meters)       5.97   (feet)  ADJUSTED  
 AA0831  ___________________________________________________________________
 AA0831  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AA0831  DYNAMIC HT  -           1.816 (meters)       5.96  (feet)  COMP
 AA0831  MODELED GRAV-     978,975.0   (mgal)                       NAVD 88
 AA0831
 AA0831  VERT ORDER  -  SECOND    CLASS I
 AA0831
 AA0831.The horizontal coordinates were scaled from a topographic map and have
 AA0831.an estimated accuracy of +/- 6 seconds.
 AA0831
 AA0831.The orthometric height was determined by differential leveling
 AA0831.and adjusted by the National Geodetic Survey in June 1991..
 AA0831
 AA0831.This Tidal Bench Mark is designated as VM 10910
 AA0831.by the Center for Operational Oceanographic Products and Services.
 AA0831
 AA0831.The geoid height was determined by GEOID03.
 AA0831
 AA0831.The dynamic height is computed by dividing the NAVD 88
 AA0831.geopotential number by the normal gravity value computed on the
 AA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0831.degrees latitude (g = 980.6199 gals.).
 AA0831
 AA0831.The modeled gravity was interpolated from observed gravity values.
 AA0831
 AA0831;                    North         East    Units  Estimated Accuracy
 AA0831;SPC FL E     -    56,170.      222,260.      MT  (+/- 180 meters Scaled)
 AA0831
 AA0831                          SUPERSEDED SURVEY CONTROL
 AA0831
 AA0831.No superseded survey control is available for this station.
 AA0831
 AA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH222472(NAD 83)
 AA0831_MARKER: DJ = TIDAL STATION DISK
 AA0831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0831_SP_SET: CONCRETE BRIDGE PIER
 AA0831_STAMPING: 3872 E 1982
 AA0831_MARK LOGO: NOS   
 AA0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0831
 AA0831  HISTORY     - Date     Condition        Report By
 AA0831  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0831
 AA0831                          STATION DESCRIPTION
 AA0831
 AA0831'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0831'2.4 MI NE FROM LAYTON.
 AA0831'BEGIN AT THE POST OFFICE IN LAYTON , GO 2.4 MILES NORTHEAST ON U.S.
 AA0831'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER CHANNEL NO. 5 AND
 AA0831'THE MARK. THE MARK IS SET IN THE BASE OF THE FIRST PIER EAST OF THE
 AA0831'WEST END OF THE HIGHWAY BRIDGE, 52.0 FEET SOUTH OF THE EXTENDED
 AA0831'CENTERLINE OF THE OLD BRIDGE, NOW USED AS A FISHING PIER, 62.6 FEET
 AA0831'WEST OF THE SOUTH WINGWALL OF THE OLD BRIDGE, AND 1.8 FEET EAST OF
 AA0831'THE EAST FACE OF THE PIER.
 AA0831'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1717 ***********************************************************************
 AA1717  DESIGNATION -  872 3872 E TIDAL
 AA1717  PID         -  AA1717
 AA1717  STATE/COUNTY-  FL/MONROE
 AA1717  USGS QUAD   -  LONG KEY (1971)
 AA1717
 AA1717                         *CURRENT SURVEY CONTROL
 AA1717  ___________________________________________________________________
 AA1717* NAD 83(1986)-  24 50 14.     (N)    080 47 57.     (W)     SCALED    
 AA1717* NAVD 88     -         0.318  (meters)       1.04   (feet)  ADJUSTED  
 AA1717  ___________________________________________________________________
 AA1717  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AA1717  DYNAMIC HT  -           0.317 (meters)       1.04  (feet)  COMP
 AA1717  MODELED GRAV-     978,974.7   (mgal)                       NAVD 88
 AA1717
 AA1717  VERT ORDER  -  FIRST     CLASS II
 AA1717
 AA1717.The horizontal coordinates were scaled from a topographic map and have
 AA1717.an estimated accuracy of +/- 6 seconds.
 AA1717
 AA1717.The orthometric height was determined by differential leveling
 AA1717.and adjusted by the National Geodetic Survey in May 1994..
 AA1717
 AA1717.The geoid height was determined by GEOID03.
 AA1717
 AA1717.The dynamic height is computed by dividing the NAVD 88
 AA1717.geopotential number by the normal gravity value computed on the
 AA1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1717.degrees latitude (g = 980.6199 gals.).
 AA1717
 AA1717.The modeled gravity was interpolated from observed gravity values.
 AA1717
 AA1717;                    North         East    Units  Estimated Accuracy
 AA1717;SPC FL E     -    55,830.      220,300.      MT  (+/- 180 meters Scaled)
 AA1717
 AA1717                          SUPERSEDED SURVEY CONTROL
 AA1717
 AA1717  NGVD 29 (09/01/92)    0.775  (m)            2.54   (f) ADJUSTED    1 2
 AA1717
 AA1717.Superseded values are not recommended for survey control.
 AA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1717.See file dsdata.txt to determine how the superseded data were derived.
 AA1717
 AA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH202469(NAD 83)
 AA1717_MARKER: DJ = TIDAL STATION DISK
 AA1717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1717_SP_SET: RETAINING WALL
 AA1717_STAMPING: 3872 E 1982
 AA1717_MARK LOGO: NOS   
 AA1717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1717+STABILITY: SURFACE MOTION
 AA1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1717+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1990
 AA1717
 AA1717  HISTORY     - Date     Condition        Report By
 AA1717  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1717  HISTORY     - 1986     GOOD             FLDNR
 AA1717  HISTORY     - 19901023 GOOD             FLDNR
 AA1717
 AA1717                          STATION DESCRIPTION
 AA1717
 AA1717'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AA1717'RECOVERED IN GOOD CONDITION.
 AA1717
 AA1717                          STATION RECOVERY (1990)
 AA1717
 AA1717'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1717'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA1717'U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE BIRD MARINA SOUTH AND THE
 AA1717'MARK AT THE SMALL BOAT BASIN NORTHWEST AND BEHIND MARINA OFFICE.
 AA1717'LOCATED 30.5 FT (9.3 M) NORTHWEST OF THE NORTH CORNER OF THE OFFICE
 AA1717'BUILDING, 8.5 FT (2.6 M) SOUTHWEST OF THE CENTER OF THE BOAT RAMP AND
 AA1717'IS SET IN THE NORTHEAST END OF THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0829 ***********************************************************************
 AA0829  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0829  DESIGNATION -  872 3872 F TIDAL
 AA0829  PID         -  AA0829
 AA0829  STATE/COUNTY-  FL/MONROE
 AA0829  USGS QUAD   -  LONG KEY (1971)
 AA0829
 AA0829                         *CURRENT SURVEY CONTROL
 AA0829  ___________________________________________________________________
 AA0829* NAD 83(1986)-  24 50 25.     (N)    080 46 47.     (W)     SCALED    
 AA0829* NAVD 88     -         6.628  (meters)      21.75   (feet)  ADJUSTED  
 AA0829  ___________________________________________________________________
 AA0829  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AA0829  DYNAMIC HT  -           6.617 (meters)      21.71  (feet)  COMP
 AA0829  MODELED GRAV-     978,975.0   (mgal)                       NAVD 88
 AA0829
 AA0829  VERT ORDER  -  FIRST     CLASS II
 AA0829
 AA0829.The horizontal coordinates were scaled from a topographic map and have
 AA0829.an estimated accuracy of +/- 6 seconds.
 AA0829
 AA0829.The orthometric height was determined by differential leveling
 AA0829.and adjusted by the National Geodetic Survey in June 1991..
 AA0829
 AA0829.This Tidal Bench Mark is designated as VM 10911
 AA0829.by the Center for Operational Oceanographic Products and Services.
 AA0829
 AA0829.The geoid height was determined by GEOID03.
 AA0829
 AA0829.The dynamic height is computed by dividing the NAVD 88
 AA0829.geopotential number by the normal gravity value computed on the
 AA0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0829.degrees latitude (g = 980.6199 gals.).
 AA0829
 AA0829.The modeled gravity was interpolated from observed gravity values.
 AA0829
 AA0829;                    North         East    Units  Estimated Accuracy
 AA0829;SPC FL E     -    56,170.      222,260.      MT  (+/- 180 meters Scaled)
 AA0829
 AA0829                          SUPERSEDED SURVEY CONTROL
 AA0829
 AA0829  NGVD 29 (09/01/92)    7.084  (m)           23.24   (f) ADJUSTED    1 2
 AA0829
 AA0829.Superseded values are not recommended for survey control.
 AA0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0829.See file dsdata.txt to determine how the superseded data were derived.
 AA0829
 AA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH222472(NAD 83)
 AA0829_MARKER: DB = BENCH MARK DISK
 AA0829_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0829_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0829_STAMPING: 3872 F
 AA0829_MARK LOGO: FLDT  
 AA0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0829+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0829
 AA0829  HISTORY     - Date     Condition        Report By
 AA0829  HISTORY     - 1982     MONUMENTED       FLDT
 AA0829  HISTORY     - 1982     GOOD             FLDNR
 AA0829  HISTORY     - 19901114 GOOD             FLDNR
 AA0829
 AA0829                          STATION DESCRIPTION
 AA0829
 AA0829'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0829'2.4 MI NE FROM LAYTON.
 AA0829'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0829'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.4 MILES NORTHEAST ON U.S.
 AA0829'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0829'MARK.  THE MARK BEARS 19.7 FEET SOUTH OF THE CENTERLINE OF U.S. 1,
 AA0829'1.3 FEET EAST OF THE WEST END OF THE CONCRETE GUARDRAIL, 6.35 FEET
 AA0829'WEST OF THE WEST BRIDGE ABUTMENT, AND IS SET IN THE TOP OF THE
 AA0829'GUARDRAIL.
 AA0829
 AA0829                          STATION RECOVERY (1990)
 AA0829
 AA0829'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0829'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA0829'U.S. HIGHWAY 1 FOR 2.4 MI (3.9 KM) TO THE WEST END OF THE BRIDGE
 AA0829'OVER CHANNEL NO. 5 AND THE MARK, SET IN THE TOP OF THE GUARDRAIL.
 AA0829'LOCATED 19.7 FT (6.0 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1,
 AA0829'1.3 FT (0.4 M) EAST OF THE WEST END OF THE CONCRETE GUARDRAIL, 6.35
 AA0829'FT (1.94 M) WEST OF THE BRIDGE ABUTMENT AND 3 FT (0.9 M) ABOVE THE
 AA0829'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1727 ***********************************************************************
 AA1727  DESIGNATION -  872 3872 G TIDAL
 AA1727  PID         -  AA1727
 AA1727  STATE/COUNTY-  FL/MONROE
 AA1727  USGS QUAD   -  LONG KEY (1971)
 AA1727
 AA1727                         *CURRENT SURVEY CONTROL
 AA1727  ___________________________________________________________________
 AA1727* NAD 83(1986)-  24 50 23.     (N)    080 46 48.     (W)     SCALED    
 AA1727* NAVD 88     -         4.422  (meters)      14.51   (feet)  ADJUSTED  
 AA1727  ___________________________________________________________________
 AA1727  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AA1727  DYNAMIC HT  -           4.415 (meters)      14.48  (feet)  COMP
 AA1727  MODELED GRAV-     978,975.0   (mgal)                       NAVD 88
 AA1727
 AA1727  VERT ORDER  -  FIRST     CLASS II
 AA1727
 AA1727.The horizontal coordinates were scaled from a topographic map and have
 AA1727.an estimated accuracy of +/- 6 seconds.
 AA1727
 AA1727.The orthometric height was determined by differential leveling
 AA1727.and adjusted by the National Geodetic Survey in May 1994..
 AA1727
 AA1727.The geoid height was determined by GEOID03.
 AA1727
 AA1727.The dynamic height is computed by dividing the NAVD 88
 AA1727.geopotential number by the normal gravity value computed on the
 AA1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1727.degrees latitude (g = 980.6199 gals.).
 AA1727
 AA1727.The modeled gravity was interpolated from observed gravity values.
 AA1727
 AA1727;                    North         East    Units  Estimated Accuracy
 AA1727;SPC FL E     -    56,110.      222,240.      MT  (+/- 180 meters Scaled)
 AA1727
 AA1727                          SUPERSEDED SURVEY CONTROL
 AA1727
 AA1727  NGVD 29 (09/01/92)    4.878  (m)           16.00   (f) ADJUSTED    1 2
 AA1727
 AA1727.Superseded values are not recommended for survey control.
 AA1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1727.See file dsdata.txt to determine how the superseded data were derived.
 AA1727
 AA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH222472(NAD 83)
 AA1727_MARKER: DJ = TIDAL STATION DISK
 AA1727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1727_SP_SET: CONCRETE WINGWALL
 AA1727_STAMPING: 3872 G TIDAL
 AA1727_MARK LOGO: NOS   
 AA1727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1727+STABILITY: SURFACE MOTION
 AA1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1727+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1727
 AA1727  HISTORY     - Date     Condition        Report By
 AA1727  HISTORY     - UNK      MONUMENTED       NOS
 AA1727  HISTORY     - 19901114 GOOD             FLDNR
 AA1727
 AA1727                          STATION DESCRIPTION
 AA1727
 AA1727'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1727'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1727'U.S. HIGHWAY 1 FOR 12.0 MI (19.3 KM) TO THE WEST END OF THE BRIDGE
 AA1727'ACROSS CHANNEL NUMBER 5 AND THE MARK, IN THE SOUTHWEST WINGWALL OF
 AA1727'THE OLD BRIDGE.  LOCATED 12.5 FT (3.8 M) SOUTH OF THE CENTERLINE OF
 AA1727'OLD U.S. HIGHWAY 1, 16.5 FT (5.0 M) EAST OF THE SOUTHWEST CORNER OF
 AA1727'THE BRIDGE AND 1.5 FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0830 ***********************************************************************
 AA0830  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0830  DESIGNATION -  872 3872 TIDAL 1
 AA0830  PID         -  AA0830
 AA0830  STATE/COUNTY-  FL/MONROE
 AA0830  USGS QUAD   -  LONG KEY (1971)
 AA0830
 AA0830                         *CURRENT SURVEY CONTROL
 AA0830  ___________________________________________________________________
 AA0830* NAD 83(1986)-  24 50 25.     (N)    080 46 47.     (W)     SCALED    
 AA0830* NAVD 88     -         1.235  (meters)       4.05   (feet)  ADJUSTED  
 AA0830  ___________________________________________________________________
 AA0830  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AA0830  DYNAMIC HT  -           1.233 (meters)       4.05  (feet)  COMP
 AA0830  MODELED GRAV-     978,975.0   (mgal)                       NAVD 88
 AA0830
 AA0830  VERT ORDER  -  SECOND    CLASS I
 AA0830
 AA0830.The horizontal coordinates were scaled from a topographic map and have
 AA0830.an estimated accuracy of +/- 6 seconds.
 AA0830
 AA0830.The orthometric height was determined by differential leveling
 AA0830.and adjusted by the National Geodetic Survey in June 1991..
 AA0830
 AA0830.This Tidal Bench Mark is designated as VM 10908
 AA0830.by the Center for Operational Oceanographic Products and Services.
 AA0830
 AA0830.The geoid height was determined by GEOID03.
 AA0830
 AA0830.The dynamic height is computed by dividing the NAVD 88
 AA0830.geopotential number by the normal gravity value computed on the
 AA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0830.degrees latitude (g = 980.6199 gals.).
 AA0830
 AA0830.The modeled gravity was interpolated from observed gravity values.
 AA0830
 AA0830;                    North         East    Units  Estimated Accuracy
 AA0830;SPC FL E     -    56,170.      222,260.      MT  (+/- 180 meters Scaled)
 AA0830
 AA0830                          SUPERSEDED SURVEY CONTROL
 AA0830
 AA0830.No superseded survey control is available for this station.
 AA0830
 AA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH222472(NAD 83)
 AA0830_MARKER: DJ = TIDAL STATION DISK
 AA0830_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA0830_SP_SET: CONCRETE BRIDGE WINGWALL
 AA0830_STAMPING: NO 1 1975
 AA0830_MARK LOGO: NOS   
 AA0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0830
 AA0830  HISTORY     - Date     Condition        Report By
 AA0830  HISTORY     - 1975     MONUMENTED       NOS
 AA0830  HISTORY     - 1982     GOOD             FLDNR
 AA0830
 AA0830                          STATION DESCRIPTION
 AA0830
 AA0830'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0830'2.4 MI NE FROM LAYTON.
 AA0830'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.4 MILES NORTHEAST ON U.S.
 AA0830'HIGHWAY 1  TO THE WEST END OF THE BRIDGE OVER CHANNEL NO. 5 AND
 AA0830'THE MARK. THE MARK IS SET IN THE SOUTH CONCRETE WINGWALL OF THE
 AA0830'OLD  HIGHWAY BRIDGE NOW USED AS A FISHING PIER, AND IS UNDERNEATH
 AA0830'THE NEW BRIDGE. IT BEARS 29 FEET SOUTH FROM THE NORTH END OF THE
 AA0830'WINGWALL AND 17 FEET NORTH OF A BEND IN THE WINGWALL.
 AA0830'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0826 ***********************************************************************
 AA0826  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0826  DESIGNATION -  872 3873 E TIDAL
 AA0826  PID         -  AA0826
 AA0826  STATE/COUNTY-  FL/MONROE
 AA0826  USGS QUAD   -  LONG KEY (1971)
 AA0826
 AA0826                         *CURRENT SURVEY CONTROL
 AA0826  ___________________________________________________________________
 AA0826* NAD 83(1986)-  24 50 19.     (N)    080 47 53.     (W)     SCALED    
 AA0826* NAVD 88     -         0.389  (meters)       1.28   (feet)  ADJUSTED  
 AA0826  ___________________________________________________________________
 AA0826  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AA0826  DYNAMIC HT  -           0.389 (meters)       1.28  (feet)  COMP
 AA0826  MODELED GRAV-     978,974.7   (mgal)                       NAVD 88
 AA0826
 AA0826  VERT ORDER  -  SECOND    CLASS I
 AA0826
 AA0826.The horizontal coordinates were scaled from a topographic map and have
 AA0826.an estimated accuracy of +/- 6 seconds.
 AA0826
 AA0826.The orthometric height was determined by differential leveling
 AA0826.and adjusted by the National Geodetic Survey in June 1991..
 AA0826
 AA0826.This Tidal Bench Mark is designated as VM 10906
 AA0826.by the Center for Operational Oceanographic Products and Services.
 AA0826
 AA0826.The geoid height was determined by GEOID03.
 AA0826
 AA0826.The dynamic height is computed by dividing the NAVD 88
 AA0826.geopotential number by the normal gravity value computed on the
 AA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0826.degrees latitude (g = 980.6199 gals.).
 AA0826
 AA0826.The modeled gravity was interpolated from observed gravity values.
 AA0826
 AA0826;                    North         East    Units  Estimated Accuracy
 AA0826;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0826
 AA0826                          SUPERSEDED SURVEY CONTROL
 AA0826
 AA0826.No superseded survey control is available for this station.
 AA0826
 AA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0826_MARKER: DJ = TIDAL STATION DISK
 AA0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0826_SP_SET: CONCRETE DOCK
 AA0826_STAMPING: 3873 E 1982
 AA0826_MARK LOGO: NOS   
 AA0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0826
 AA0826  HISTORY     - Date     Condition        Report By
 AA0826  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0826
 AA0826                          STATION DESCRIPTION
 AA0826
 AA0826'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0826'1.3 MI NE FROM LAYTON.
 AA0826'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0826'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK.  THE MARK IS
 AA0826'LOCATED AT THE SMALL BOAT BASIN, NORTHWEST AND BEHIND THE MARINA
 AA0826'OFFICE, 30.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE
 AA0826'BUILDING, 8.5 FEET SOUTHWEST OF THE CENTER OF THE BOAT RAMP, AND
 AA0826'IS SET IN THE NORTHEAST END OF THE DOCK.
 AA0826'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0827 ***********************************************************************
 AA0827  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0827  DESIGNATION -  872 3873 F TIDAL
 AA0827  PID         -  AA0827
 AA0827  STATE/COUNTY-  FL/MONROE
 AA0827  USGS QUAD   -  LONG KEY (1971)
 AA0827
 AA0827                         *CURRENT SURVEY CONTROL
 AA0827  ___________________________________________________________________
 AA0827* NAD 83(1986)-  24 50 19.     (N)    080 47 53.     (W)     SCALED    
 AA0827* NAVD 88     -         0.401  (meters)       1.32   (feet)  ADJUSTED  
 AA0827  ___________________________________________________________________
 AA0827  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AA0827  DYNAMIC HT  -           0.401 (meters)       1.32  (feet)  COMP
 AA0827  MODELED GRAV-     978,974.7   (mgal)                       NAVD 88
 AA0827
 AA0827  VERT ORDER  -  SECOND    CLASS I
 AA0827
 AA0827.The horizontal coordinates were scaled from a topographic map and have
 AA0827.an estimated accuracy of +/- 6 seconds.
 AA0827
 AA0827.The orthometric height was determined by differential leveling
 AA0827.and adjusted by the National Geodetic Survey in June 1991..
 AA0827
 AA0827.This Tidal Bench Mark is designated as VM 10907
 AA0827.by the Center for Operational Oceanographic Products and Services.
 AA0827
 AA0827.The geoid height was determined by GEOID03.
 AA0827
 AA0827.The dynamic height is computed by dividing the NAVD 88
 AA0827.geopotential number by the normal gravity value computed on the
 AA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0827.degrees latitude (g = 980.6199 gals.).
 AA0827
 AA0827.The modeled gravity was interpolated from observed gravity values.
 AA0827
 AA0827;                    North         East    Units  Estimated Accuracy
 AA0827;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0827
 AA0827                          SUPERSEDED SURVEY CONTROL
 AA0827
 AA0827.No superseded survey control is available for this station.
 AA0827
 AA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0827_MARKER: DJ = TIDAL STATION DISK
 AA0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0827_SP_SET: CONCRETE DOCK
 AA0827_STAMPING: 3873 F 1982
 AA0827_MARK LOGO: NOS   
 AA0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0827
 AA0827  HISTORY     - Date     Condition        Report By
 AA0827  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0827
 AA0827                          STATION DESCRIPTION
 AA0827
 AA0827'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0827'1.3 MI NE FROM LAYTON.
 AA0827'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0827'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK.  THE MARK IS
 AA0827'LOCATED AT THE SMALL BOAT BASIN BEHIND THE MARINA OFFICE, 32.5 FEET
 AA0827'NORTHWEST OF THE WEST CORNER OF A HOUSE, 17.7 FEET NORTHEAST OF THE
 AA0827'NORTHEAST EDGE OF A STAND OF AUSTRALIAN PINES, 85.0 FEET SOUTHWEST
 AA0827'OF BENCH MARK 3873 E 1982, AND IS SET FLUSH IN THE TOP OF THE DOCK.
 AA0827'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1718 ***********************************************************************
 AA1718  DESIGNATION -  872 3873 G TIDAL
 AA1718  PID         -  AA1718
 AA1718  STATE/COUNTY-  FL/MONROE
 AA1718  USGS QUAD   -  LONG KEY (1971)
 AA1718
 AA1718                         *CURRENT SURVEY CONTROL
 AA1718  ___________________________________________________________________
 AA1718* NAD 83(1986)-  24 50 14.     (N)    080 47 51.     (W)     SCALED    
 AA1718* NAVD 88     -         1.098  (meters)       3.60   (feet)  ADJUSTED  
 AA1718  ___________________________________________________________________
 AA1718  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AA1718  DYNAMIC HT  -           1.096 (meters)       3.60  (feet)  COMP
 AA1718  MODELED GRAV-     978,974.7   (mgal)                       NAVD 88
 AA1718
 AA1718  VERT ORDER  -  FIRST     CLASS II
 AA1718
 AA1718.The horizontal coordinates were scaled from a topographic map and have
 AA1718.an estimated accuracy of +/- 6 seconds.
 AA1718
 AA1718.The orthometric height was determined by differential leveling
 AA1718.and adjusted by the National Geodetic Survey in May 1994..
 AA1718
 AA1718.The geoid height was determined by GEOID03.
 AA1718
 AA1718.The dynamic height is computed by dividing the NAVD 88
 AA1718.geopotential number by the normal gravity value computed on the
 AA1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1718.degrees latitude (g = 980.6199 gals.).
 AA1718
 AA1718.The modeled gravity was interpolated from observed gravity values.
 AA1718
 AA1718;                    North         East    Units  Estimated Accuracy
 AA1718;SPC FL E     -    55,830.      220,470.      MT  (+/- 180 meters Scaled)
 AA1718
 AA1718                          SUPERSEDED SURVEY CONTROL
 AA1718
 AA1718  NGVD 29 (09/01/92)    1.555  (m)            5.10   (f) ADJUSTED    1 2
 AA1718
 AA1718.Superseded values are not recommended for survey control.
 AA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1718.See file dsdata.txt to determine how the superseded data were derived.
 AA1718
 AA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204469(NAD 83)
 AA1718_MARKER: DJ = TIDAL STATION DISK
 AA1718_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1718_SP_SET: CONCRETE BASE FOR MANHOLE
 AA1718_STAMPING: 3873 G 1987
 AA1718_MARK LOGO: NOS   
 AA1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1718+STABILITY: SURFACE MOTION
 AA1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1718+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1718
 AA1718  HISTORY     - Date     Condition        Report By
 AA1718  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1718
 AA1718                          STATION DESCRIPTION
 AA1718
 AA1718'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1718'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA1718'U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE BIRD MARINA SOUTH DRIVEWAY
 AA1718'AND THE MARK IN THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR
 AA1718'UNDERGROUND LINES.  LOCATED 218.0 FT (66.4 M) NORTHEAST OF THE
 AA1718'EXTENDED CENTERLINE OF THE DRIVEWAY, 140.5 FT (42.8 M) SOUTHWEST OF
 AA1718'POWER POLE 1001, 160.2 FT (48.8 M) NORTHEAST OF POWER POLE 1002, 30.5
 AA1718'FT (9.3 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 3.0 FT (0.9
 AA1718'M) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0825 ***********************************************************************
 AA0825  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0825  DESIGNATION -  872 3873 TIDAL 1
 AA0825  PID         -  AA0825
 AA0825  STATE/COUNTY-  FL/MONROE
 AA0825  USGS QUAD   -  LONG KEY (1971)
 AA0825
 AA0825                         *CURRENT SURVEY CONTROL
 AA0825  ___________________________________________________________________
 AA0825* NAD 83(1986)-  24 50 19.     (N)    080 47 53.     (W)     SCALED    
 AA0825* NAVD 88     -         0.679  (meters)       2.23   (feet)  ADJUSTED  
 AA0825  ___________________________________________________________________
 AA0825  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AA0825  DYNAMIC HT  -           0.678 (meters)       2.22  (feet)  COMP
 AA0825  MODELED GRAV-     978,974.7   (mgal)                       NAVD 88
 AA0825
 AA0825  VERT ORDER  -  SECOND    CLASS I
 AA0825
 AA0825.The horizontal coordinates were scaled from a topographic map and have
 AA0825.an estimated accuracy of +/- 6 seconds.
 AA0825
 AA0825.The orthometric height was determined by differential leveling
 AA0825.and adjusted by the National Geodetic Survey in June 1991..
 AA0825
 AA0825.This Tidal Bench Mark is designated as VM 10903
 AA0825.by the Center for Operational Oceanographic Products and Services.
 AA0825
 AA0825.The geoid height was determined by GEOID03.
 AA0825
 AA0825.The dynamic height is computed by dividing the NAVD 88
 AA0825.geopotential number by the normal gravity value computed on the
 AA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0825.degrees latitude (g = 980.6199 gals.).
 AA0825
 AA0825.The modeled gravity was interpolated from observed gravity values.
 AA0825
 AA0825;                    North         East    Units  Estimated Accuracy
 AA0825;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0825
 AA0825                          SUPERSEDED SURVEY CONTROL
 AA0825
 AA0825.No superseded survey control is available for this station.
 AA0825
 AA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0825_MARKER: DJ = TIDAL STATION DISK
 AA0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0825_SP_SET: CONCRETE PAD FOR SIGN
 AA0825_STAMPING: NO 1 1975
 AA0825_MARK LOGO: NOS   
 AA0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0825
 AA0825  HISTORY     - Date     Condition        Report By
 AA0825  HISTORY     - 1975     MONUMENTED       NOS
 AA0825  HISTORY     - 1982     GOOD             FLDNR
 AA0825
 AA0825                          STATION DESCRIPTION
 AA0825
 AA0825'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0825'1.3 MI NE FROM LAYTON.
 AA0825'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0825'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK.  THE MARK IS NEAR
 AA0825'THE NORTH COVER OF THE BOAT BASIN, 9 FEET NORTHWEST OF THE NORTHWEST
 AA0825'BULKHEAD OF THE BOAT BASIN, AND IS SET IN THE TOP OF A CONCRETE
 AA0825'BASE FOR AN OLD SERVICE STATION SIGN.
 AA0825'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0824 ***********************************************************************
 AA0824  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0824  DESIGNATION -  872 3873 TIDAL 2
 AA0824  PID         -  AA0824
 AA0824  STATE/COUNTY-  FL/MONROE
 AA0824  USGS QUAD   -  LONG KEY (1971)
 AA0824
 AA0824                         *CURRENT SURVEY CONTROL
 AA0824  ___________________________________________________________________
 AA0824* NAD 83(1986)-  24 50 19.     (N)    080 47 53.     (W)     SCALED    
 AA0824* NAVD 88     -         0.449  (meters)       1.47   (feet)  ADJUSTED  
 AA0824  ___________________________________________________________________
 AA0824  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AA0824  DYNAMIC HT  -           0.449 (meters)       1.47  (feet)  COMP
 AA0824  MODELED GRAV-     978,974.7   (mgal)                       NAVD 88
 AA0824
 AA0824  VERT ORDER  -  SECOND    CLASS I
 AA0824
 AA0824.The horizontal coordinates were scaled from a topographic map and have
 AA0824.an estimated accuracy of +/- 6 seconds.
 AA0824
 AA0824.The orthometric height was determined by differential leveling
 AA0824.and adjusted by the National Geodetic Survey in June 1991..
 AA0824
 AA0824.This Tidal Bench Mark is designated as VM 10904
 AA0824.by the Center for Operational Oceanographic Products and Services.
 AA0824
 AA0824.Photographs are available for this station.
 AA0824
 AA0824.The geoid height was determined by GEOID03.
 AA0824
 AA0824.The dynamic height is computed by dividing the NAVD 88
 AA0824.geopotential number by the normal gravity value computed on the
 AA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0824.degrees latitude (g = 980.6199 gals.).
 AA0824
 AA0824.The modeled gravity was interpolated from observed gravity values.
 AA0824
 AA0824;                    North         East    Units  Estimated Accuracy
 AA0824;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0824
 AA0824                          SUPERSEDED SURVEY CONTROL
 AA0824
 AA0824.No superseded survey control is available for this station.
 AA0824
 AA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0824_MARKER: DJ = TIDAL STATION DISK
 AA0824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0824_SP_SET: CONCRETE SIDEWALK
 AA0824_STAMPING: NO 2 1975
 AA0824_MARK LOGO: NOS   
 AA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0824+STABILITY: SURFACE MOTION
 AA0824
 AA0824  HISTORY     - Date     Condition        Report By
 AA0824  HISTORY     - 1975     MONUMENTED       NOS
 AA0824  HISTORY     - 1982     GOOD             FLDNR
 AA0824
 AA0824                          STATION DESCRIPTION
 AA0824
 AA0824'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0824'1.3 MI NE FROM LAYTON.
 AA0824'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0824'HIGHWAY 1 TO THE BIRD MARINA SOUTH, AND THE MARK.  THE MARK IS SET
 AA0824'FLUSH IN THE WALKWAY AT THE WEST CORNER OF THE BOAT BASIN, 29.8
 AA0824'FEET NORTHWEST OF THE SOUTHEAST END OF THE SIDEWALK.
 AA0824'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0820 ***********************************************************************
 AA0820  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0820  DESIGNATION -  872 3873 TIDAL 3
 AA0820  PID         -  AA0820
 AA0820  STATE/COUNTY-  FL/MONROE
 AA0820  USGS QUAD   -  LONG KEY (1971)
 AA0820
 AA0820                         *CURRENT SURVEY CONTROL
 AA0820  ___________________________________________________________________
 AA0820* NAD 83(1986)-  24 50 19.     (N)    080 47 53.     (W)     SCALED    
 AA0820* NAVD 88     -         0.317  (meters)       1.04   (feet)  ADJUSTED  
 AA0820  ___________________________________________________________________
 AA0820  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AA0820  DYNAMIC HT  -           0.317 (meters)       1.04  (feet)  COMP
 AA0820  MODELED GRAV-     978,974.7   (mgal)                       NAVD 88
 AA0820
 AA0820  VERT ORDER  -  SECOND    CLASS I
 AA0820
 AA0820.The horizontal coordinates were scaled from a topographic map and have
 AA0820.an estimated accuracy of +/- 6 seconds.
 AA0820
 AA0820.The orthometric height was determined by differential leveling
 AA0820.and adjusted by the National Geodetic Survey in June 1991..
 AA0820
 AA0820.This Tidal Bench Mark is designated as VM 10905
 AA0820.by the Center for Operational Oceanographic Products and Services.
 AA0820
 AA0820.The geoid height was determined by GEOID03.
 AA0820
 AA0820.The dynamic height is computed by dividing the NAVD 88
 AA0820.geopotential number by the normal gravity value computed on the
 AA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0820.degrees latitude (g = 980.6199 gals.).
 AA0820
 AA0820.The modeled gravity was interpolated from observed gravity values.
 AA0820
 AA0820;                    North         East    Units  Estimated Accuracy
 AA0820;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0820
 AA0820                          SUPERSEDED SURVEY CONTROL
 AA0820
 AA0820.No superseded survey control is available for this station.
 AA0820
 AA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0820_MARKER: DJ = TIDAL STATION DISK
 AA0820_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0820_SP_SET: CONCRETE SIDEWALK
 AA0820_STAMPING: NO 3 1975
 AA0820_MARK LOGO: NOS   
 AA0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0820
 AA0820  HISTORY     - Date     Condition        Report By
 AA0820  HISTORY     - 1975     MONUMENTED       NOS
 AA0820  HISTORY     - 1982     GOOD             FLDNR
 AA0820
 AA0820                          STATION DESCRIPTION
 AA0820
 AA0820'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0820'1.3 MI NE FROM LAYTON.
 AA0820'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0820'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK. THE MARK IS SET
 AA0820'FLUSH IN THE CONCRETE SIDEWALK ON THE SOUTHEAST SIDE OF THE BOAT
 AA0820'BASIN AND 101 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0852 ***********************************************************************
 AA0852  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0852  DESIGNATION -  872 3874 D TIDAL
 AA0852  PID         -  AA0852
 AA0852  STATE/COUNTY-  FL/MONROE
 AA0852  USGS QUAD   -  LONG KEY (1971)
 AA0852
 AA0852                         *CURRENT SURVEY CONTROL
 AA0852  ___________________________________________________________________
 AA0852* NAD 83(1986)-  24 50 13.     (N)    080 45 59.     (W)     SCALED    
 AA0852* NAVD 88     -         5.238  (meters)      17.18   (feet)  ADJUSTED  
 AA0852  ___________________________________________________________________
 AA0852  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AA0852  DYNAMIC HT  -           5.230 (meters)      17.16  (feet)  COMP
 AA0852  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0852
 AA0852  VERT ORDER  -  SECOND    CLASS I
 AA0852
 AA0852.The horizontal coordinates were scaled from a topographic map and have
 AA0852.an estimated accuracy of +/- 6 seconds.
 AA0852
 AA0852.The orthometric height was determined by differential leveling
 AA0852.and adjusted by the National Geodetic Survey in June 1991..
 AA0852
 AA0852.This Tidal Bench Mark is designated as VM 10899
 AA0852.by the Center for Operational Oceanographic Products and Services.
 AA0852
 AA0852.The geoid height was determined by GEOID03.
 AA0852
 AA0852.The dynamic height is computed by dividing the NAVD 88
 AA0852.geopotential number by the normal gravity value computed on the
 AA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0852.degrees latitude (g = 980.6199 gals.).
 AA0852
 AA0852.The modeled gravity was interpolated from observed gravity values.
 AA0852
 AA0852;                    North         East    Units  Estimated Accuracy
 AA0852;SPC FL E     -    55,800.      223,610.      MT  (+/- 180 meters Scaled)
 AA0852
 AA0852                          SUPERSEDED SURVEY CONTROL
 AA0852
 AA0852.No superseded survey control is available for this station.
 AA0852
 AA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH236469(NAD 83)
 AA0852_MARKER: DJ = TIDAL STATION DISK
 AA0852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0852_SP_SET: CONCRETE BRIDGE CURBING
 AA0852_STAMPING: 3874 D 1982
 AA0852_MARK LOGO: NOS   
 AA0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0852
 AA0852  HISTORY     - Date     Condition        Report By
 AA0852  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0852
 AA0852                          STATION DESCRIPTION
 AA0852
 AA0852'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0852'3.2 MI NE FROM LAYTON.
 AA0852'BEGIN AT THE POST OFFICE IN LAYTON AND GO 3.2 MILES NORTHEAST ON U.S.
 AA0852'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0852'MARK.  THE MARK IS SET IN THE SOUTH CURB OF THE OLD HIGHWAY BRIDGE,
 AA0852'NOW USED AS A FISHING PIER, 10.4 FEET SOUTH OF THE CENTERLINE OF
 AA0852'THE OLD HIGHWAY BRIDGE, 2.0 FEET WEST OF THE ABUTMENT, AND 1.4 FEET
 AA0852'NORTH OF THE NORTH EDGE OF A WOODEN CATWALK.
 AA0852'THE MARK IS 0.5 FT ABOVE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0854 ***********************************************************************
 AA0854  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0854  DESIGNATION -  872 3874 E TIDAL FLDT
 AA0854  PID         -  AA0854
 AA0854  STATE/COUNTY-  FL/MONROE
 AA0854  USGS QUAD   -  LONG KEY (1971)
 AA0854
 AA0854                         *CURRENT SURVEY CONTROL
 AA0854  ___________________________________________________________________
 AA0854* NAD 83(1986)-  24 50 13.     (N)    080 45 59.     (W)     SCALED    
 AA0854* NAVD 88     -         6.899  (meters)      22.63   (feet)  ADJUSTED  
 AA0854  ___________________________________________________________________
 AA0854  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AA0854  DYNAMIC HT  -           6.887 (meters)      22.60  (feet)  COMP
 AA0854  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0854
 AA0854  VERT ORDER  -  SECOND    CLASS I
 AA0854
 AA0854.The horizontal coordinates were scaled from a topographic map and have
 AA0854.an estimated accuracy of +/- 6 seconds.
 AA0854
 AA0854.The orthometric height was determined by differential leveling
 AA0854.and adjusted by the National Geodetic Survey in June 1991..
 AA0854
 AA0854.This Tidal Bench Mark is designated as VM 10900
 AA0854.by the Center for Operational Oceanographic Products and Services.
 AA0854
 AA0854.The geoid height was determined by GEOID03.
 AA0854
 AA0854.The dynamic height is computed by dividing the NAVD 88
 AA0854.geopotential number by the normal gravity value computed on the
 AA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0854.degrees latitude (g = 980.6199 gals.).
 AA0854
 AA0854.The modeled gravity was interpolated from observed gravity values.
 AA0854
 AA0854;                    North         East    Units  Estimated Accuracy
 AA0854;SPC FL E     -    55,800.      223,610.      MT  (+/- 180 meters Scaled)
 AA0854
 AA0854                          SUPERSEDED SURVEY CONTROL
 AA0854
 AA0854.No superseded survey control is available for this station.
 AA0854
 AA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH236469(NAD 83)
 AA0854_MARKER: DJ = TIDAL STATION DISK
 AA0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0854_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0854_STAMPING: 3874 E
 AA0854_MARK LOGO: FLDT  
 AA0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0854
 AA0854  HISTORY     - Date     Condition        Report By
 AA0854  HISTORY     - UNK      MONUMENTED       FLDT
 AA0854  HISTORY     - 1982     GOOD             FLDNR
 AA0854  HISTORY     - 1986     GOOD             FLDNR
 AA0854
 AA0854                          STATION DESCRIPTION
 AA0854
 AA0854'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0854'3.2 MI NE FROM LAYTON.
 AA0854'BEGIN AT THE POST OFFICE IN LAYTON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0854'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0854'MARK.  THE MARK BEARS 19.5 FEET NORTH OF THE CENTERLINE OF U.S. 1,
 AA0854'6.2 FEET WEST OF THE EAST END OF THE GUARDRAIL, AND 1.2 FEET EAST
 AA0854'OF THE BRIDGE ABUTMENT.
 AA0854'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0854
 AA0854                          STATION RECOVERY (1986)
 AA0854
 AA0854'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1728 ***********************************************************************
 AA1728  DESIGNATION -  872 3874 G TIDAL
 AA1728  PID         -  AA1728
 AA1728  STATE/COUNTY-  FL/MONROE
 AA1728  USGS QUAD   -  LONG KEY (1971)
 AA1728
 AA1728                         *CURRENT SURVEY CONTROL
 AA1728  ___________________________________________________________________
 AA1728* NAD 83(1986)-  24 50 13.     (N)    080 45 59.     (W)     SCALED    
 AA1728* NAVD 88     -         5.057  (meters)      16.59   (feet)  ADJUSTED  
 AA1728  ___________________________________________________________________
 AA1728  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AA1728  DYNAMIC HT  -           5.049 (meters)      16.56  (feet)  COMP
 AA1728  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA1728
 AA1728  VERT ORDER  -  FIRST     CLASS II
 AA1728
 AA1728.The horizontal coordinates were scaled from a topographic map and have
 AA1728.an estimated accuracy of +/- 6 seconds.
 AA1728
 AA1728.The orthometric height was determined by differential leveling
 AA1728.and adjusted by the National Geodetic Survey in May 1994..
 AA1728
 AA1728.The geoid height was determined by GEOID03.
 AA1728
 AA1728.The dynamic height is computed by dividing the NAVD 88
 AA1728.geopotential number by the normal gravity value computed on the
 AA1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1728.degrees latitude (g = 980.6199 gals.).
 AA1728
 AA1728.The modeled gravity was interpolated from observed gravity values.
 AA1728
 AA1728;                    North         East    Units  Estimated Accuracy
 AA1728;SPC FL E     -    55,800.      223,610.      MT  (+/- 180 meters Scaled)
 AA1728
 AA1728                          SUPERSEDED SURVEY CONTROL
 AA1728
 AA1728  NGVD 29 (09/01/92)    5.516  (m)           18.10   (f) ADJUSTED    1 2
 AA1728
 AA1728.Superseded values are not recommended for survey control.
 AA1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1728.See file dsdata.txt to determine how the superseded data were derived.
 AA1728
 AA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH236469(NAD 83)
 AA1728_MARKER: DJ = TIDAL STATION DISK
 AA1728_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1728_SP_SET: CONCRETE BRIDGE CURBING
 AA1728_STAMPING: 3874 G 1987
 AA1728_MARK LOGO: NOS   
 AA1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1728+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1728
 AA1728  HISTORY     - Date     Condition        Report By
 AA1728  HISTORY     - 1987     MONUMENTED       NOS
 AA1728  HISTORY     - 19901114 GOOD             FLDNR
 AA1728
 AA1728                          STATION DESCRIPTION
 AA1728
 AA1728'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1728'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA1728'U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE EAST END OF THE BRIDGE
 AA1728'OVER CHANNEL NO. 5 AND THE MARK, SET IN THE SOUTH CURB OF THE OLD
 AA1728'HIGHWAY BRIDGE.  LOCATED 10.4 FT (3.2 M) SOUTH OF THE CENTERLINE OF
 AA1728'THE OLD HIGHWAY, 2.0 FT (0.6 M) WEST OF THE ABUTMENT AND 17.2 FT (5.2
 AA1728'M) NORTH OF THE END OF THE CUT OFF SECTION OF THE OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0851 ***********************************************************************
 AA0851  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0851  DESIGNATION -  872 3874 TIDAL 1
 AA0851  PID         -  AA0851
 AA0851  STATE/COUNTY-  FL/MONROE
 AA0851  USGS QUAD   -  LONG KEY (1971)
 AA0851
 AA0851                         *CURRENT SURVEY CONTROL
 AA0851  ___________________________________________________________________
 AA0851* NAD 83(1986)-  24 50 13.     (N)    080 45 59.     (W)     SCALED    
 AA0851* NAVD 88     -         1.131  (meters)       3.71   (feet)  ADJUSTED  
 AA0851  ___________________________________________________________________
 AA0851  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AA0851  DYNAMIC HT  -           1.129 (meters)       3.70  (feet)  COMP
 AA0851  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0851
 AA0851  VERT ORDER  -  SECOND    CLASS I
 AA0851
 AA0851.The horizontal coordinates were scaled from a topographic map and have
 AA0851.an estimated accuracy of +/- 6 seconds.
 AA0851
 AA0851.The orthometric height was determined by differential leveling
 AA0851.and adjusted by the National Geodetic Survey in June 1991..
 AA0851
 AA0851.This Tidal Bench Mark is designated as VM 10897
 AA0851.by the Center for Operational Oceanographic Products and Services.
 AA0851
 AA0851.The geoid height was determined by GEOID03.
 AA0851
 AA0851.The dynamic height is computed by dividing the NAVD 88
 AA0851.geopotential number by the normal gravity value computed on the
 AA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0851.degrees latitude (g = 980.6199 gals.).
 AA0851
 AA0851.The modeled gravity was interpolated from observed gravity values.
 AA0851
 AA0851;                    North         East    Units  Estimated Accuracy
 AA0851;SPC FL E     -    55,800.      223,610.      MT  (+/- 180 meters Scaled)
 AA0851
 AA0851                          SUPERSEDED SURVEY CONTROL
 AA0851
 AA0851.No superseded survey control is available for this station.
 AA0851
 AA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH236469(NAD 83)
 AA0851_MARKER: DJ = TIDAL STATION DISK
 AA0851_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA0851_SP_SET: CONCRETE BRIDGE WINGWALL
 AA0851_STAMPING: NO 1 1975
 AA0851_MARK LOGO: NOS   
 AA0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0851
 AA0851  HISTORY     - Date     Condition        Report By
 AA0851  HISTORY     - 1975     MONUMENTED       NOS
 AA0851  HISTORY     - 1982     GOOD             FLDNR
 AA0851
 AA0851                          STATION DESCRIPTION
 AA0851
 AA0851'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0851'3.2 MI NE FROM LAYTON.
 AA0851'BEGIN AT THE POST OFFICE IN LAYTON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0851'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0851'MARK.  THE MARK IS SET IN THE NORTH WINGWALL OF THE OLD HIGHWAY
 AA0851'BRIDGE, NOW USED AS A FISHING PIER, 74.4 FEET NORTH OF THE
 AA0851'EXTENDED CENTERLINE OF THE OLD BRIDGE, AND 13.5 FEET SOUTHWEST OF
 AA0851'THE CORNER OF THE WINGWALL.
 AA0851'THE MARK IS 10 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0853 ***********************************************************************
 AA0853  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0853  DESIGNATION -  872 3874 TIDAL 2
 AA0853  PID         -  AA0853
 AA0853  STATE/COUNTY-  FL/MONROE
 AA0853  USGS QUAD   -  LONG KEY (1971)
 AA0853
 AA0853                         *CURRENT SURVEY CONTROL
 AA0853  ___________________________________________________________________
 AA0853* NAD 83(1986)-  24 50 13.     (N)    080 45 59.     (W)     SCALED    
 AA0853* NAVD 88     -         3.094  (meters)      10.15   (feet)  ADJUSTED  
 AA0853  ___________________________________________________________________
 AA0853  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AA0853  DYNAMIC HT  -           3.089 (meters)      10.13  (feet)  COMP
 AA0853  MODELED GRAV-     978,975.2   (mgal)                       NAVD 88
 AA0853
 AA0853  VERT ORDER  -  SECOND    CLASS I
 AA0853
 AA0853.The horizontal coordinates were scaled from a topographic map and have
 AA0853.an estimated accuracy of +/- 6 seconds.
 AA0853
 AA0853.The orthometric height was determined by differential leveling
 AA0853.and adjusted by the National Geodetic Survey in June 1991..
 AA0853
 AA0853.This Tidal Bench Mark is designated as VM 10898
 AA0853.by the Center for Operational Oceanographic Products and Services.
 AA0853
 AA0853.The geoid height was determined by GEOID03.
 AA0853
 AA0853.The dynamic height is computed by dividing the NAVD 88
 AA0853.geopotential number by the normal gravity value computed on the
 AA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0853.degrees latitude (g = 980.6199 gals.).
 AA0853
 AA0853.The modeled gravity was interpolated from observed gravity values.
 AA0853
 AA0853;                    North         East    Units  Estimated Accuracy
 AA0853;SPC FL E     -    55,800.      223,610.      MT  (+/- 180 meters Scaled)
 AA0853
 AA0853                          SUPERSEDED SURVEY CONTROL
 AA0853
 AA0853.No superseded survey control is available for this station.
 AA0853
 AA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH236469(NAD 83)
 AA0853_MARKER: DJ = TIDAL STATION DISK
 AA0853_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA0853_SP_SET: CONCRETE WINGWALL
 AA0853_STAMPING: NO 2 1975
 AA0853_MARK LOGO: NOS   
 AA0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0853
 AA0853  HISTORY     - Date     Condition        Report By
 AA0853  HISTORY     - 1975     MONUMENTED       NOS
 AA0853  HISTORY     - 1982     GOOD             FLDNR
 AA0853
 AA0853                          STATION DESCRIPTION
 AA0853
 AA0853'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0853'3.2 MI NE FROM LAYTON.
 AA0853'BEGIN AT THE POST OFFICE IN LAYTON, GO 3.2 MILES NORTHEAST ON
 AA0853'U.S. HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5
 AA0853'AND THE MARK.  THE MARK IS SET FLUSH IN THE SOUTH WINGWALL OF
 AA0853'THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 35 FEET SOUTH
 AA0853'OF THE CENTERLINE OF THE OLD BRIDGE, AND 60 FEET NORTHWEST OF
 AA0853'THE CORNER OF THE WINGWALL.
 AA0853'THE MARK IS 8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0817 ***********************************************************************
 AA0817  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0817  DESIGNATION -  872 3879 D TIDAL
 AA0817  PID         -  AA0817
 AA0817  STATE/COUNTY-  FL/MONROE
 AA0817  USGS QUAD   -  LONG KEY (1971)
 AA0817
 AA0817                         *CURRENT SURVEY CONTROL
 AA0817  ___________________________________________________________________
 AA0817* NAD 83(1986)-  24 49 31.     (N)    080 48 51.     (W)     SCALED    
 AA0817* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 AA0817  ___________________________________________________________________
 AA0817  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AA0817  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 AA0817  MODELED GRAV-     978,974.4   (mgal)                       NAVD 88
 AA0817
 AA0817  VERT ORDER  -  FIRST     CLASS II
 AA0817
 AA0817.The horizontal coordinates were scaled from a topographic map and have
 AA0817.an estimated accuracy of +/- 6 seconds.
 AA0817
 AA0817.The orthometric height was determined by differential leveling
 AA0817.and adjusted by the National Geodetic Survey in June 1991..
 AA0817
 AA0817.This Tidal Bench Mark is designated as VM 10893
 AA0817.by the Center for Operational Oceanographic Products and Services.
 AA0817
 AA0817.The geoid height was determined by GEOID03.
 AA0817
 AA0817.The dynamic height is computed by dividing the NAVD 88
 AA0817.geopotential number by the normal gravity value computed on the
 AA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0817.degrees latitude (g = 980.6199 gals.).
 AA0817
 AA0817.The modeled gravity was interpolated from observed gravity values.
 AA0817
 AA0817;                    North         East    Units  Estimated Accuracy
 AA0817;SPC FL E     -    54,500.      218,790.      MT  (+/- 180 meters Scaled)
 AA0817
 AA0817                          SUPERSEDED SURVEY CONTROL
 AA0817
 AA0817  NGVD 29 (09/01/92)    1.541  (m)            5.06   (f) ADJUSTED    1 2
 AA0817
 AA0817.Superseded values are not recommended for survey control.
 AA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0817.See file dsdata.txt to determine how the superseded data were derived.
 AA0817
 AA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH187456(NAD 83)
 AA0817_MARKER: DJ = TIDAL STATION DISK
 AA0817_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0817_SP_SET: CONCRETE STEPS
 AA0817_STAMPING: 3897 D 1982
 AA0817_MARK LOGO: NOS   
 AA0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0817+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1990
 AA0817
 AA0817  HISTORY     - Date     Condition        Report By
 AA0817  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0817  HISTORY     - 19901110 GOOD             FLDNR
 AA0817
 AA0817                          STATION DESCRIPTION
 AA0817
 AA0817'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0817'IN LAYTON.
 AA0817'THE MARK IS 1 FT ABOVE GROUND.
 AA0817'THE MARK IS AT THE U.S. POST OFFICE IN LAYTON.  THE MARK BEARS 69.5
 AA0817'FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 7.75 FEET NORTH OF THE
 AA0817'ENTRANCE TO THE POST OFFICE, 13.8 FEET WEST-SOUTHWEST OF THE NORTH
 AA0817'CORNER OF THE POST OFFICE, AND IS SET IN THE FIRST STEP TO THE POST
 AA0817'OFFICE.
 AA0817
 AA0817                          STATION RECOVERY (1990)
 AA0817
 AA0817'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0817'THE MARK IS AT THE POST OFFICE IN LAYTON.  LOCATED 69.5 FT (21.2 M)
 AA0817'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 7.75 FT (2.36 M)
 AA0817'NORTH OF THE ENTRANCE TO THE POST OFFICE, 13.8 FT (4.2 M) WEST
 AA0817'SOUTHWEST OF THE NORTH CORNER OF THE POST OFFICE AND ABOUT LEVEL WITH
 AA0817'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0818 ***********************************************************************
 AA0818  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0818  DESIGNATION -  872 3879 E TIDAL
 AA0818  PID         -  AA0818
 AA0818  STATE/COUNTY-  FL/MONROE
 AA0818  USGS QUAD   -  LONG KEY (1971)
 AA0818
 AA0818                         *CURRENT SURVEY CONTROL
 AA0818  ___________________________________________________________________
 AA0818* NAD 83(1986)-  24 49 31.     (N)    080 48 51.     (W)     SCALED    
 AA0818* NAVD 88     -         1.236  (meters)       4.06   (feet)  ADJUSTED  
 AA0818  ___________________________________________________________________
 AA0818  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AA0818  DYNAMIC HT  -           1.234 (meters)       4.05  (feet)  COMP
 AA0818  MODELED GRAV-     978,974.4   (mgal)                       NAVD 88
 AA0818
 AA0818  VERT ORDER  -  SECOND    CLASS I
 AA0818
 AA0818.The horizontal coordinates were scaled from a topographic map and have
 AA0818.an estimated accuracy of +/- 6 seconds.
 AA0818
 AA0818.The orthometric height was determined by differential leveling
 AA0818.and adjusted by the National Geodetic Survey in June 1991..
 AA0818
 AA0818.This Tidal Bench Mark is designated as VM 10894
 AA0818.by the Center for Operational Oceanographic Products and Services.
 AA0818
 AA0818.The geoid height was determined by GEOID03.
 AA0818
 AA0818.The dynamic height is computed by dividing the NAVD 88
 AA0818.geopotential number by the normal gravity value computed on the
 AA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0818.degrees latitude (g = 980.6199 gals.).
 AA0818
 AA0818.The modeled gravity was interpolated from observed gravity values.
 AA0818
 AA0818;                    North         East    Units  Estimated Accuracy
 AA0818;SPC FL E     -    54,500.      218,790.      MT  (+/- 180 meters Scaled)
 AA0818
 AA0818                          SUPERSEDED SURVEY CONTROL
 AA0818
 AA0818.No superseded survey control is available for this station.
 AA0818
 AA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH187456(NAD 83)
 AA0818_MARKER: DJ = TIDAL STATION DISK
 AA0818_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0818+WITH SETTING: PAVEMENT
 AA0818_SP_SET: CONCRETE PLATFORM
 AA0818_STAMPING: 3879 E 1982
 AA0818_MARK LOGO: NOS   
 AA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0818+STABILITY: SURFACE MOTION
 AA0818
 AA0818  HISTORY     - Date     Condition        Report By
 AA0818  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0818
 AA0818                          STATION DESCRIPTION
 AA0818
 AA0818'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0818'IN LAYTON.
 AA0818'THE MARK IS AT THE POST OFFICE IN LAYTON.  IT IS SET IN THE LOADING
 AA0818'PLATFORM BEHIND THE POST OFFICE, 16.1 FEET SOUTH-SOUTHWEST OF THE
 AA0818'EAST CORNER OF THE POST OFFICE, AND 5.1 FEET NORTHWEST OF THE EAST
 AA0818'CORNER OF THE LOADING PLATFORM.
 AA0818'THE MARK IS 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0816 ***********************************************************************
 AA0816  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0816  DESIGNATION -  872 3887 D TIDAL
 AA0816  PID         -  AA0816
 AA0816  STATE/COUNTY-  FL/MONROE
 AA0816  USGS QUAD   -  LONG KEY (1971)
 AA0816
 AA0816                         *CURRENT SURVEY CONTROL
 AA0816  ___________________________________________________________________
 AA0816* NAD 83(1986)-  24 49 28.     (N)    080 48 55.     (W)     SCALED    
 AA0816* NAVD 88     -         0.354  (meters)       1.16   (feet)  ADJUSTED  
 AA0816  ___________________________________________________________________
 AA0816  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AA0816  DYNAMIC HT  -           0.353 (meters)       1.16  (feet)  COMP
 AA0816  MODELED GRAV-     978,974.4   (mgal)                       NAVD 88
 AA0816
 AA0816  VERT ORDER  -  SECOND    CLASS I
 AA0816
 AA0816.The horizontal coordinates were scaled from a topographic map and have
 AA0816.an estimated accuracy of +/- 6 seconds.
 AA0816
 AA0816.The orthometric height was determined by differential leveling
 AA0816.and adjusted by the National Geodetic Survey in June 1991..
 AA0816
 AA0816.This Tidal Bench Mark is designated as VM 6251
 AA0816.by the Center for Operational Oceanographic Products and Services.
 AA0816
 AA0816.The geoid height was determined by GEOID03.
 AA0816
 AA0816.The dynamic height is computed by dividing the NAVD 88
 AA0816.geopotential number by the normal gravity value computed on the
 AA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0816.degrees latitude (g = 980.6199 gals.).
 AA0816
 AA0816.The modeled gravity was interpolated from observed gravity values.
 AA0816
 AA0816;                    North         East    Units  Estimated Accuracy
 AA0816;SPC FL E     -    54,410.      218,670.      MT  (+/- 180 meters Scaled)
 AA0816
 AA0816                          SUPERSEDED SURVEY CONTROL
 AA0816
 AA0816.No superseded survey control is available for this station.
 AA0816
 AA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH186455(NAD 83)
 AA0816_MARKER: DJ = TIDAL STATION DISK
 AA0816_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0816_SP_SET: CONCRETE SEAWALL
 AA0816_STAMPING: 3887 D 1982
 AA0816_MARK LOGO: NOS   
 AA0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0816+STABILITY: SURFACE MOTION
 AA0816
 AA0816  HISTORY     - Date     Condition        Report By
 AA0816  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0816
 AA0816                          STATION DESCRIPTION
 AA0816
 AA0816'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0816'IN LAYTON.
 AA0816'BEGIN AT THE POST OFFICE IN LAYTON, GO 0.2 MILE SOUTHWEST ON U.S.
 AA0816'HIGHWAY 1 TO THE MARK.  THE MARK IS SET IN THE TOP OF A 2-FOOT WIDE
 AA0816'SEAWALL, 60.0 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 27.25
 AA0816'FEET WEST-NORTHWEST OF A TELEPHONE POLE, AND 40.6 FEET SOUTHWEST
 AA0816'OF THE NORTHEAST END OF THE SEAWALL.
 AA0816'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0815 ***********************************************************************
 AA0815  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0815  DESIGNATION -  872 3887 TIDAL 1
 AA0815  PID         -  AA0815
 AA0815  STATE/COUNTY-  FL/MONROE
 AA0815  USGS QUAD   -  LONG KEY (1971)
 AA0815
 AA0815                         *CURRENT SURVEY CONTROL
 AA0815  ___________________________________________________________________
 AA0815* NAD 83(1986)-  24 49 23.     (N)    080 49 02.     (W)     SCALED    
 AA0815* NAVD 88     -         1.001  (meters)       3.28   (feet)  ADJUSTED  
 AA0815  ___________________________________________________________________
 AA0815  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AA0815  DYNAMIC HT  -           0.999 (meters)       3.28  (feet)  COMP
 AA0815  MODELED GRAV-     978,974.3   (mgal)                       NAVD 88
 AA0815
 AA0815  VERT ORDER  -  FIRST     CLASS II
 AA0815
 AA0815.The horizontal coordinates were scaled from a topographic map and have
 AA0815.an estimated accuracy of +/- 6 seconds.
 AA0815
 AA0815.The orthometric height was determined by differential leveling
 AA0815.and adjusted by the National Geodetic Survey in June 1991..
 AA0815
 AA0815.This Tidal Bench Mark is designated as VM 6249
 AA0815.by the Center for Operational Oceanographic Products and Services.
 AA0815
 AA0815.The geoid height was determined by GEOID03.
 AA0815
 AA0815.The dynamic height is computed by dividing the NAVD 88
 AA0815.geopotential number by the normal gravity value computed on the
 AA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0815.degrees latitude (g = 980.6199 gals.).
 AA0815
 AA0815.The modeled gravity was interpolated from observed gravity values.
 AA0815
 AA0815;                    North         East    Units  Estimated Accuracy
 AA0815;SPC FL E     -    54,250.      218,480.      MT  (+/- 180 meters Scaled)
 AA0815
 AA0815                          SUPERSEDED SURVEY CONTROL
 AA0815
 AA0815  NGVD 29 (09/01/92)    1.457  (m)            4.78   (f) ADJUSTED    1 2
 AA0815
 AA0815.Superseded values are not recommended for survey control.
 AA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0815.See file dsdata.txt to determine how the superseded data were derived.
 AA0815
 AA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH184453(NAD 83)
 AA0815_MARKER: DJ = TIDAL STATION DISK
 AA0815_SETTING: 66 = SET IN ROCK OUTCROP
 AA0815_SP_SET: ROCK OUTCROP
 AA0815_STAMPING: NO 1 1975
 AA0815_MARK LOGO: NOS   
 AA0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0815+STABILITY: POSITION/ELEVATION WELL
 AA0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0815+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA0815
 AA0815  HISTORY     - Date     Condition        Report By
 AA0815  HISTORY     - 1975     MONUMENTED       NOS
 AA0815  HISTORY     - 1982     GOOD             FLDNR
 AA0815  HISTORY     - 19901019 GOOD             FLDNR
 AA0815
 AA0815                          STATION DESCRIPTION
 AA0815
 AA0815'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0815'IN LAYTON.
 AA0815'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0815'BEGIN AT THE POST OFFICE IN LAYTON, GO 0.25 MILE SOUTHWEST ON U.S.
 AA0815'HIGHWAY 1 TO THE JUNCTION OF LONG KEY LAKE DRIVE AND THE MARK.  THE
 AA0815'MARK BEARS 64.5 FEET WEST OF THE CENTERLINE OF THE DRIVE, 51 FEET
 AA0815'SOUTHEAST OF THE CENTERLINE OF U.S. 1, AND 113.5 FEET SOUTHWEST OF
 AA0815'A TELEPHONE POLE.
 AA0815
 AA0815                          STATION RECOVERY (1990)
 AA0815
 AA0815'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0815'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA0815'U.S. HIGHWAY 1 FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF LONG KEY
 AA0815'LAKE DRIVE AND THE MARK.  LOCATED 64.5 FT (19.7 M) WEST OF THE
 AA0815'CENTERLINE OF THE DRIVE, 51.0 FT (15.5 M) SOUTHEAST OF THE CENTERLINE
 AA0815'OF U.S. HIGHWAY 1, 113.5 FT (34.6 M) SOUTHWEST OF A TELEPHONE POLE
 AA0815'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0821 ***********************************************************************
 AA0821  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0821  DESIGNATION -  872 3887 TIDAL 2
 AA0821  PID         -  AA0821
 AA0821  STATE/COUNTY-  FL/MONROE
 AA0821  USGS QUAD   -  LONG KEY (1971)
 AA0821
 AA0821                         *CURRENT SURVEY CONTROL
 AA0821  ___________________________________________________________________
 AA0821* NAD 83(1986)-  24 49 23.     (N)    080 49 02.     (W)     SCALED    
 AA0821* NAVD 88     -         0.919  (meters)       3.02   (feet)  ADJUSTED  
 AA0821  ___________________________________________________________________
 AA0821  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AA0821  DYNAMIC HT  -           0.918 (meters)       3.01  (feet)  COMP
 AA0821  MODELED GRAV-     978,974.3   (mgal)                       NAVD 88
 AA0821
 AA0821  VERT ORDER  -  SECOND    CLASS I
 AA0821
 AA0821.The horizontal coordinates were scaled from a topographic map and have
 AA0821.an estimated accuracy of +/- 6 seconds.
 AA0821
 AA0821.The orthometric height was determined by differential leveling
 AA0821.and adjusted by the National Geodetic Survey in June 1991..
 AA0821
 AA0821.This Tidal Bench Mark is designated as VM 6250
 AA0821.by the Center for Operational Oceanographic Products and Services.
 AA0821
 AA0821.The geoid height was determined by GEOID03.
 AA0821
 AA0821.The dynamic height is computed by dividing the NAVD 88
 AA0821.geopotential number by the normal gravity value computed on the
 AA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0821.degrees latitude (g = 980.6199 gals.).
 AA0821
 AA0821.The modeled gravity was interpolated from observed gravity values.
 AA0821
 AA0821;                    North         East    Units  Estimated Accuracy
 AA0821;SPC FL E     -    54,250.      218,480.      MT  (+/- 180 meters Scaled)
 AA0821
 AA0821                          SUPERSEDED SURVEY CONTROL
 AA0821
 AA0821.No superseded survey control is available for this station.
 AA0821
 AA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH184453(NAD 83)
 AA0821_MARKER: DJ = TIDAL STATION DISK
 AA0821_SETTING: 66 = SET IN ROCK OUTCROP
 AA0821_SP_SET: ROCK OUTCROP
 AA0821_STAMPING: NO 2 1975
 AA0821_MARK LOGO: NOS   
 AA0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0821+STABILITY: POSITION/ELEVATION WELL
 AA0821
 AA0821  HISTORY     - Date     Condition        Report By
 AA0821  HISTORY     - 1975     MONUMENTED       NOS
 AA0821  HISTORY     - 1982     GOOD             FLDNR
 AA0821
 AA0821                          STATION DESCRIPTION
 AA0821
 AA0821'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0821'IN LAYTON.
 AA0821'BEGIN AT THE POST OFFICE IN LAYTON, GO 0.25 MILE SOUTHWEST ON U.S.
 AA0821'HIGHWAY 1 TO LONG KEY LAKE DRIVE, GO 0.05 MILE SOUTH ON LONG KEY
 AA0821'LAKE DRIVE TO A ROAD LEADING TO THE PARK RANGERS RESIDENCES AND THE
 AA0821'MARK.  THE MARK BEARS 35.7 FEET WEST OF THE CENTERLINE OF LONG KEY
 AA0821'LAKE DRIVE, AND 14.8 FEET SOUTHWEST OF THE CENTERLINE OF THE PRIVATE
 AA0821'DRIVE.
 AA0821'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0855 ***********************************************************************
 AA0855  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0855  DESIGNATION -  872 3899 D TIDAL
 AA0855  PID         -  AA0855
 AA0855  STATE/COUNTY-  FL/MONROE
 AA0855  USGS QUAD   -  LONG KEY (1971)
 AA0855
 AA0855                         *CURRENT SURVEY CONTROL
 AA0855  ___________________________________________________________________
 AA0855* NAD 83(1986)-  24 48 13.     (N)    080 50 59.     (W)     SCALED    
 AA0855* NAVD 88     -         6.517  (meters)      21.38   (feet)  ADJUSTED  
 AA0855  ___________________________________________________________________
 AA0855  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AA0855  DYNAMIC HT  -           6.506 (meters)      21.35  (feet)  COMP
 AA0855  MODELED GRAV-     978,973.3   (mgal)                       NAVD 88
 AA0855
 AA0855  VERT ORDER  -  FIRST     CLASS II
 AA0855
 AA0855.The horizontal coordinates were scaled from a topographic map and have
 AA0855.an estimated accuracy of +/- 6 seconds.
 AA0855
 AA0855.The orthometric height was determined by differential leveling
 AA0855.and adjusted by the National Geodetic Survey in June 1991..
 AA0855
 AA0855.This Tidal Bench Mark is designated as VM 10890
 AA0855.by the Center for Operational Oceanographic Products and Services.
 AA0855
 AA0855.The geoid height was determined by GEOID03.
 AA0855
 AA0855.The dynamic height is computed by dividing the NAVD 88
 AA0855.geopotential number by the normal gravity value computed on the
 AA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0855.degrees latitude (g = 980.6199 gals.).
 AA0855
 AA0855.The modeled gravity was interpolated from observed gravity values.
 AA0855
 AA0855;                    North         East    Units  Estimated Accuracy
 AA0855;SPC FL E     -    52,100.      215,190.      MT  (+/- 180 meters Scaled)
 AA0855
 AA0855                          SUPERSEDED SURVEY CONTROL
 AA0855
 AA0855  NGVD 29 (09/01/92)    6.968  (m)           22.86   (f) ADJUSTED    1 2
 AA0855
 AA0855.Superseded values are not recommended for survey control.
 AA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0855.See file dsdata.txt to determine how the superseded data were derived.
 AA0855
 AA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH151432(NAD 83)
 AA0855_MARKER: DB = BENCH MARK DISK
 AA0855_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0855_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0855_STAMPING: 3899 D
 AA0855_MARK LOGO: FLDT  
 AA0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0855
 AA0855  HISTORY     - Date     Condition        Report By
 AA0855  HISTORY     - UNK      MONUMENTED       FLDT
 AA0855  HISTORY     - 1982     GOOD             FLDNR
 AA0855  HISTORY     - 1986     GOOD             FLDNR
 AA0855  HISTORY     - 19901019 GOOD             FLDNR
 AA0855
 AA0855                          STATION DESCRIPTION
 AA0855
 AA0855'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0855'2.7 MI SW FROM LAYTON.
 AA0855'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.7 MILES SOUTHWEST ON U.S.
 AA0855'HIGHWAY 1 TO THE BRIDGE OVER LONG KEY CHANNEL AND THE MARK.  THE MARK
 AA0855'BEARS 19.25 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 1.7 FEET
 AA0855'NORTHEAST OF THE ABUTMENT, 6.0 FEET SOUTHWEST OF THE NORTHEAST END
 AA0855'OF THE GUARDRAIL, AND IS SET IN THE TOP OF THE GUARDRAIL.
 AA0855'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0855
 AA0855                          STATION RECOVERY (1986)
 AA0855
 AA0855'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0855'RECOVERED IN GOOD CONDITION.
 AA0855
 AA0855                          STATION RECOVERY (1990)
 AA0855
 AA0855'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1719 ***********************************************************************
 AA1719  DESIGNATION -  872 3899 E TIDAL
 AA1719  PID         -  AA1719
 AA1719  STATE/COUNTY-  FL/MONROE
 AA1719  USGS QUAD   -  LONG KEY (1971)
 AA1719
 AA1719                         *CURRENT SURVEY CONTROL
 AA1719  ___________________________________________________________________
 AA1719* NAD 83(1986)-  24 48 10.     (N)    080 50 58.     (W)     SCALED    
 AA1719* NAVD 88     -         4.920  (meters)      16.14   (feet)  ADJUSTED  
 AA1719  ___________________________________________________________________
 AA1719  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AA1719  DYNAMIC HT  -           4.912 (meters)      16.12  (feet)  COMP
 AA1719  MODELED GRAV-     978,973.3   (mgal)                       NAVD 88
 AA1719
 AA1719  VERT ORDER  -  FIRST     CLASS II
 AA1719
 AA1719.The horizontal coordinates were scaled from a topographic map and have
 AA1719.an estimated accuracy of +/- 6 seconds.
 AA1719
 AA1719.The orthometric height was determined by differential leveling
 AA1719.and adjusted by the National Geodetic Survey in May 1994..
 AA1719
 AA1719.The geoid height was determined by GEOID03.
 AA1719
 AA1719.The dynamic height is computed by dividing the NAVD 88
 AA1719.geopotential number by the normal gravity value computed on the
 AA1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1719.degrees latitude (g = 980.6199 gals.).
 AA1719
 AA1719.The modeled gravity was interpolated from observed gravity values.
 AA1719
 AA1719;                    North         East    Units  Estimated Accuracy
 AA1719;SPC FL E     -    52,000.      215,220.      MT  (+/- 180 meters Scaled)
 AA1719
 AA1719                          SUPERSEDED SURVEY CONTROL
 AA1719
 AA1719  NGVD 29 (09/01/92)    5.371  (m)           17.62   (f) ADJUSTED    1 2
 AA1719
 AA1719.Superseded values are not recommended for survey control.
 AA1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1719.See file dsdata.txt to determine how the superseded data were derived.
 AA1719
 AA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH152431(NAD 83)
 AA1719_MARKER: DJ = TIDAL STATION DISK
 AA1719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1719_SP_SET: CONCRETE BASE FOR MANHOLE
 AA1719_STAMPING: 3899 E 1987
 AA1719_MARK LOGO: NOS   
 AA1719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1719+STABILITY: SURFACE MOTION
 AA1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1719+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1719
 AA1719  HISTORY     - Date     Condition        Report By
 AA1719  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1719
 AA1719                          STATION DESCRIPTION
 AA1719
 AA1719'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1719'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1719'U.S. HIGHWAY 1 FOR 2.7 MI (4.3 KM) 1 TO THE BRIDGE OVER LONG KEY
 AA1719'CHANNEL AND THE MARK.  LOCATED 126.5 FT (38.6 M) SOUTHWEST OF POWER
 AA1719'POLE NO 1077, 119.0 FT (36.3 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AA1719'THE BRIDGE, 38.2 FT (11.6 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 AA1719'HIGHWAY 1 AND IS SET IN THE SOUTHEAST CORNER OF THE TOP OF A MANHOLE
 AA1719'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0856 ***********************************************************************
 AA0856  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0856  DESIGNATION -  872 3899 TIDAL 1
 AA0856  PID         -  AA0856
 AA0856  STATE/COUNTY-  FL/MONROE
 AA0856  USGS QUAD   -  LONG KEY (1971)
 AA0856
 AA0856                         *CURRENT SURVEY CONTROL
 AA0856  ___________________________________________________________________
 AA0856* NAD 83(1986)-  24 48 13.     (N)    080 50 59.     (W)     SCALED    
 AA0856* NAVD 88     -         0.513  (meters)       1.68   (feet)  ADJUSTED  
 AA0856  ___________________________________________________________________
 AA0856  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AA0856  DYNAMIC HT  -           0.513 (meters)       1.68  (feet)  COMP
 AA0856  MODELED GRAV-     978,973.3   (mgal)                       NAVD 88
 AA0856
 AA0856  VERT ORDER  -  SECOND    CLASS I
 AA0856
 AA0856.The horizontal coordinates were scaled from a topographic map and have
 AA0856.an estimated accuracy of +/- 6 seconds.
 AA0856
 AA0856.The orthometric height was determined by differential leveling
 AA0856.and adjusted by the National Geodetic Survey in June 1991..
 AA0856
 AA0856.This Tidal Bench Mark is designated as VM 10886
 AA0856.by the Center for Operational Oceanographic Products and Services.
 AA0856
 AA0856.The geoid height was determined by GEOID03.
 AA0856
 AA0856.The dynamic height is computed by dividing the NAVD 88
 AA0856.geopotential number by the normal gravity value computed on the
 AA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0856.degrees latitude (g = 980.6199 gals.).
 AA0856
 AA0856.The modeled gravity was interpolated from observed gravity values.
 AA0856
 AA0856;                    North         East    Units  Estimated Accuracy
 AA0856;SPC FL E     -    52,100.      215,190.      MT  (+/- 180 meters Scaled)
 AA0856
 AA0856                          SUPERSEDED SURVEY CONTROL
 AA0856
 AA0856.No superseded survey control is available for this station.
 AA0856
 AA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH151432(NAD 83)
 AA0856_MARKER: DJ = TIDAL STATION DISK
 AA0856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0856_SP_SET: CONCRETE BRIDGE WINGWALL
 AA0856_STAMPING: NO 1 1975
 AA0856_MARK LOGO: NOS   
 AA0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0856+STABILITY: SURFACE MOTION
 AA0856
 AA0856  HISTORY     - Date     Condition        Report By
 AA0856  HISTORY     - 1975     MONUMENTED       NOS
 AA0856  HISTORY     - 1982     GOOD             FLDNR
 AA0856
 AA0856                          STATION DESCRIPTION
 AA0856
 AA0856'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0856'2.7 MI SW FROM LAYTON.
 AA0856'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.7 MILES SOUTHWEST ON U.S.
 AA0856'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER LONG KEY CHANNEL
 AA0856'AND THE MARK.  THE MARK IS SET IN THE SOUTHEAST WINGWALL OF THE OLD
 AA0856'HIGHWAY BRIDGE, NEAR THE CORNER OF THE WINGWALL AND AN EAST/WEST
 AA0856'CONNECTING SEAWALL, AND 88 FEET SOUTHWEST OF A FLORIDA D.O.T.
 AA0856'WITNESS SIGN.
 AA0856'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0857 ***********************************************************************
 AA0857  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0857  DESIGNATION -  872 3899 TIDAL 2
 AA0857  PID         -  AA0857
 AA0857  STATE/COUNTY-  FL/MONROE
 AA0857  USGS QUAD   -  LONG KEY (1971)
 AA0857
 AA0857                         *CURRENT SURVEY CONTROL
 AA0857  ___________________________________________________________________
 AA0857* NAD 83(1986)-  24 48 13.     (N)    080 50 59.     (W)     SCALED    
 AA0857* NAVD 88     -         0.517  (meters)       1.70   (feet)  ADJUSTED  
 AA0857  ___________________________________________________________________
 AA0857  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AA0857  DYNAMIC HT  -           0.516 (meters)       1.69  (feet)  COMP
 AA0857  MODELED GRAV-     978,973.3   (mgal)                       NAVD 88
 AA0857
 AA0857  VERT ORDER  -  SECOND    CLASS I
 AA0857
 AA0857.The horizontal coordinates were scaled from a topographic map and have
 AA0857.an estimated accuracy of +/- 6 seconds.
 AA0857
 AA0857.The orthometric height was determined by differential leveling
 AA0857.and adjusted by the National Geodetic Survey in June 1991..
 AA0857
 AA0857.This Tidal Bench Mark is designated as VM 10887
 AA0857.by the Center for Operational Oceanographic Products and Services.
 AA0857
 AA0857.The geoid height was determined by GEOID03.
 AA0857
 AA0857.The dynamic height is computed by dividing the NAVD 88
 AA0857.geopotential number by the normal gravity value computed on the
 AA0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0857.degrees latitude (g = 980.6199 gals.).
 AA0857
 AA0857.The modeled gravity was interpolated from observed gravity values.
 AA0857
 AA0857;                    North         East    Units  Estimated Accuracy
 AA0857;SPC FL E     -    52,100.      215,190.      MT  (+/- 180 meters Scaled)
 AA0857
 AA0857                          SUPERSEDED SURVEY CONTROL
 AA0857
 AA0857.No superseded survey control is available for this station.
 AA0857
 AA0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH151432(NAD 83)
 AA0857_MARKER: DJ = TIDAL STATION DISK
 AA0857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0857_SP_SET: CONCRETE SEAWALL
 AA0857_STAMPING: NO 2 1975
 AA0857_MARK LOGO: NOS   
 AA0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0857+STABILITY: SURFACE MOTION
 AA0857
 AA0857  HISTORY     - Date     Condition        Report By
 AA0857  HISTORY     - 1975     MONUMENTED       NOS
 AA0857  HISTORY     - 1982     GOOD             FLDNR
 AA0857
 AA0857                          STATION DESCRIPTION
 AA0857
 AA0857'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0857'2.7 MI SW FROM LAYTON.
 AA0857'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.7 MILES SOUTHWEST ON U.S.
 AA0857'HIGHWAY 1 TO THE BRIDGE OVER LONG KEY CHANNEL AND THE VICINITY OF
 AA0857'THE MARK.  THE MARK IS SET IN THE SEAWALL THAT PARALLELS THE
 AA0857'HIGHWAY ON THE SOUTHEAST SIDE, 74 FEET EAST OF A FLORIDA D.O.T.
 AA0857'WITNESS SIGN, AND 155 FEET EAST OF TIDAL BENCH MARK NO 1 1975.
 AA0857'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1721 ***********************************************************************
 AA1721  DESIGNATION -  872 3906 E TIDAL
 AA1721  PID         -  AA1721
 AA1721  STATE/COUNTY-  FL/MONROE
 AA1721  USGS QUAD   -  GRASSY KEY (1990)
 AA1721
 AA1721                         *CURRENT SURVEY CONTROL
 AA1721  ___________________________________________________________________
 AA1721* NAD 83(1986)-  24 47 28.     (N)    080 53 04.     (W)     SCALED    
 AA1721* NAVD 88     -         3.718  (meters)      12.20   (feet)  ADJUSTED  
 AA1721  ___________________________________________________________________
 AA1721  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AA1721  DYNAMIC HT  -           3.711 (meters)      12.18  (feet)  COMP
 AA1721  MODELED GRAV-     978,972.1   (mgal)                       NAVD 88
 AA1721
 AA1721  VERT ORDER  -  FIRST     CLASS II
 AA1721
 AA1721.The horizontal coordinates were scaled from a topographic map and have
 AA1721.an estimated accuracy of +/- 6 seconds.
 AA1721
 AA1721.The orthometric height was determined by differential leveling
 AA1721.and adjusted by the National Geodetic Survey in May 1994..
 AA1721
 AA1721.The geoid height was determined by GEOID03.
 AA1721
 AA1721.The dynamic height is computed by dividing the NAVD 88
 AA1721.geopotential number by the normal gravity value computed on the
 AA1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1721.degrees latitude (g = 980.6199 gals.).
 AA1721
 AA1721.The modeled gravity was interpolated from observed gravity values.
 AA1721
 AA1721;                    North         East    Units  Estimated Accuracy
 AA1721;SPC FL E     -    50,710.      211,680.      MT  (+/- 180 meters Scaled)
 AA1721
 AA1721                          SUPERSEDED SURVEY CONTROL
 AA1721
 AA1721  NGVD 29 (09/01/92)    4.171  (m)           13.68   (f) ADJUSTED    1 2
 AA1721
 AA1721.Superseded values are not recommended for survey control.
 AA1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1721.See file dsdata.txt to determine how the superseded data were derived.
 AA1721
 AA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH116418(NAD 83)
 AA1721_MARKER: DJ = TIDAL STATION DISK
 AA1721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1721_SP_SET: CONCRETE BRIDGE WINGWALL
 AA1721_STAMPING: 3906 E 1982
 AA1721_MARK LOGO: NOS   
 AA1721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1721+STABILITY: SURFACE MOTION
 AA1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1721+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA1721
 AA1721  HISTORY     - Date     Condition        Report By
 AA1721  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1721  HISTORY     - 19901019 GOOD             FLDNR
 AA1721
 AA1721                          STATION DESCRIPTION
 AA1721
 AA1721'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1721'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1721'U.S. HIGHWAY 1 FOR 4.9 MI (7.9 KM) TO THE SOUTHWEST END OF THE
 AA1721'BRIDGE OVER LONG KEY CHANNEL AND THE MARK.  LOCATED 24.0 FT (7.3 M)
 AA1721'SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, 15.0 FT (4.6
 AA1721'M) EAST OF THE SOUTHWEST END OF THE OLD BRIDGE, 66.3 FT (20.2 M)
 AA1721'NORTH OF THE SOUTH END OF THE WINGWALL AND 3.0 FT (0.9 M) BELOW THE
 AA1721'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1723 ***********************************************************************
 AA1723  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1723  DESIGNATION -  872 3912 D TIDAL
 AA1723  PID         -  AA1723
 AA1723  STATE/COUNTY-  FL/MONROE
 AA1723  USGS QUAD   -  GRASSY KEY (1990)
 AA1723
 AA1723                         *CURRENT SURVEY CONTROL
 AA1723  ___________________________________________________________________
 AA1723* NAD 83(1986)-  24 46 58.     (N)    080 54 24.     (W)     SCALED    
 AA1723* NAVD 88     -         4.311  (meters)      14.14   (feet)  ADJUSTED  
 AA1723  ___________________________________________________________________
 AA1723  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AA1723  DYNAMIC HT  -           4.303 (meters)      14.12  (feet)  COMP
 AA1723  MODELED GRAV-     978,971.3   (mgal)                       NAVD 88
 AA1723
 AA1723  VERT ORDER  -  FIRST     CLASS II
 AA1723
 AA1723.The horizontal coordinates were scaled from a topographic map and have
 AA1723.an estimated accuracy of +/- 6 seconds.
 AA1723
 AA1723.The orthometric height was determined by differential leveling
 AA1723.and adjusted by the National Geodetic Survey in May 1994..
 AA1723
 AA1723.This Tidal Bench Mark is designated as VM 6258
 AA1723.by the Center for Operational Oceanographic Products and Services.
 AA1723
 AA1723.The geoid height was determined by GEOID03.
 AA1723
 AA1723.The dynamic height is computed by dividing the NAVD 88
 AA1723.geopotential number by the normal gravity value computed on the
 AA1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1723.degrees latitude (g = 980.6199 gals.).
 AA1723
 AA1723.The modeled gravity was interpolated from observed gravity values.
 AA1723
 AA1723;                    North         East    Units  Estimated Accuracy
 AA1723;SPC FL E     -    49,780.      209,440.      MT  (+/- 180 meters Scaled)
 AA1723
 AA1723                          SUPERSEDED SURVEY CONTROL
 AA1723
 AA1723  NGVD 29 (09/01/92)    4.761  (m)           15.62   (f) ADJUSTED    1 2
 AA1723
 AA1723.Superseded values are not recommended for survey control.
 AA1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1723.See file dsdata.txt to determine how the superseded data were derived.
 AA1723
 AA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH094408(NAD 83)
 AA1723_MARKER: DJ = TIDAL STATION DISK
 AA1723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1723_SP_SET: BRIDGE WINGWALL
 AA1723_STAMPING: 3912 D 1982
 AA1723_MARK LOGO: NOS   
 AA1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1723+STABILITY: SURFACE MOTION
 AA1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1723+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA1723
 AA1723  HISTORY     - Date     Condition        Report By
 AA1723  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1723  HISTORY     - 19901019 GOOD             FLDNR
 AA1723
 AA1723                          STATION DESCRIPTION
 AA1723
 AA1723'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1723'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1723'U.S. HIGHWAY 1 FOR 6.4 MI (10.3 KM) TO THE BRIDGE OVER TOMS HARBOR
 AA1723'CUT AND THE MARK.  LOCATED 24.4 FT (7.4 M) SOUTHEAST OF THE
 AA1723'CENTERLINE OF THE HIGHWAY, 11.4 FT (3.5 M) WEST-SOUTHWEST OF THE
 AA1723'NORTHEAST END OF THE CONCRETE BRIDGE GUARDRAIL, 60.4 FT (18.4 M)
 AA1723'NORTHEAST OF A METAL GUARD FOR THE AQUEDUCT PIPE LINE AND LEVEL WITH
 AA1723'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1722 ***********************************************************************
 AA1722  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1722  DESIGNATION -  872 3912 E TIDAL
 AA1722  PID         -  AA1722
 AA1722  STATE/COUNTY-  FL/MONROE
 AA1722  USGS QUAD   -  GRASSY KEY (1990)
 AA1722
 AA1722                         *CURRENT SURVEY CONTROL
 AA1722  ___________________________________________________________________
 AA1722* NAD 83(1986)-  24 46 58.     (N)    080 54 24.     (W)     SCALED    
 AA1722* NAVD 88     -         5.155  (meters)      16.91   (feet)  ADJUSTED  
 AA1722  ___________________________________________________________________
 AA1722  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AA1722  DYNAMIC HT  -           5.146 (meters)      16.88  (feet)  COMP
 AA1722  MODELED GRAV-     978,971.3   (mgal)                       NAVD 88
 AA1722
 AA1722  VERT ORDER  -  FIRST     CLASS II
 AA1722
 AA1722.The horizontal coordinates were scaled from a topographic map and have
 AA1722.an estimated accuracy of +/- 6 seconds.
 AA1722
 AA1722.The orthometric height was determined by differential leveling
 AA1722.and adjusted by the National Geodetic Survey in May 1994..
 AA1722
 AA1722.This Tidal Bench Mark is designated as VM 6259
 AA1722.by the Center for Operational Oceanographic Products and Services.
 AA1722
 AA1722.The geoid height was determined by GEOID03.
 AA1722
 AA1722.The dynamic height is computed by dividing the NAVD 88
 AA1722.geopotential number by the normal gravity value computed on the
 AA1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1722.degrees latitude (g = 980.6199 gals.).
 AA1722
 AA1722.The modeled gravity was interpolated from observed gravity values.
 AA1722
 AA1722;                    North         East    Units  Estimated Accuracy
 AA1722;SPC FL E     -    49,780.      209,440.      MT  (+/- 180 meters Scaled)
 AA1722
 AA1722                          SUPERSEDED SURVEY CONTROL
 AA1722
 AA1722  NGVD 29 (09/01/92)    5.605  (m)           18.39   (f) ADJUSTED    1 2
 AA1722
 AA1722.Superseded values are not recommended for survey control.
 AA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1722.See file dsdata.txt to determine how the superseded data were derived.
 AA1722
 AA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH094408(NAD 83)
 AA1722_MARKER: DB = BENCH MARK DISK
 AA1722_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1722_SP_SET: CONCRETE GUARD RAIL
 AA1722_STAMPING: 3912 E
 AA1722_MARK LOGO: FLDT  
 AA1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1722+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA1722
 AA1722  HISTORY     - Date     Condition        Report By
 AA1722  HISTORY     - UNK      MONUMENTED       FLDT
 AA1722  HISTORY     - 19901019 GOOD             FLDNR
 AA1722
 AA1722                          STATION DESCRIPTION
 AA1722
 AA1722'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1722'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1722'U.S. HIGHWAY 1 FOR 6.4 MI (10.3 KM) TO THE BRIDGE OVER TOMS HARBOR
 AA1722'CUT AND THE MARK, SET IN THE TOP OF THE GUARDRAIL.  LOCATED 19.0 FT
 AA1722'(5.8 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.9 FT (3.0 M)
 AA1722'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE GUARDRAIL AND 1.2 FT
 AA1722'(0.4 M) NORTHEAST OF THE NORTHEAST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0860 ***********************************************************************
 AA0860  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0860  DESIGNATION -  872 3918 D TIDAL
 AA0860  PID         -  AA0860
 AA0860  STATE/COUNTY-  FL/MONROE
 AA0860  USGS QUAD   -  GRASSY KEY (1990)
 AA0860
 AA0860                         *CURRENT SURVEY CONTROL
 AA0860  ___________________________________________________________________
 AA0860* NAD 83(1986)-  24 46 36.     (N)    080 55 22.     (W)     SCALED    
 AA0860* NAVD 88     -         5.135  (meters)      16.85   (feet)  ADJUSTED  
 AA0860  ___________________________________________________________________
 AA0860  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AA0860  DYNAMIC HT  -           5.127 (meters)      16.82  (feet)  COMP
 AA0860  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0860
 AA0860  VERT ORDER  -  FIRST     CLASS II
 AA0860
 AA0860.The horizontal coordinates were scaled from a topographic map and have
 AA0860.an estimated accuracy of +/- 6 seconds.
 AA0860
 AA0860.The orthometric height was determined by differential leveling
 AA0860.and adjusted by the National Geodetic Survey in June 1991..
 AA0860
 AA0860.This Tidal Bench Mark is designated as VM 6261
 AA0860.by the Center for Operational Oceanographic Products and Services.
 AA0860
 AA0860.The geoid height was determined by GEOID03.
 AA0860
 AA0860.The dynamic height is computed by dividing the NAVD 88
 AA0860.geopotential number by the normal gravity value computed on the
 AA0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0860.degrees latitude (g = 980.6199 gals.).
 AA0860
 AA0860.The modeled gravity was interpolated from observed gravity values.
 AA0860
 AA0860;                    North         East    Units  Estimated Accuracy
 AA0860;SPC FL E     -    49,110.      207,810.      MT  (+/- 180 meters Scaled)
 AA0860
 AA0860                          SUPERSEDED SURVEY CONTROL
 AA0860
 AA0860  NGVD 29 (09/01/92)    5.585  (m)           18.32   (f) ADJUSTED    1 2
 AA0860
 AA0860.Superseded values are not recommended for survey control.
 AA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0860.See file dsdata.txt to determine how the superseded data were derived.
 AA0860
 AA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH078402(NAD 83)
 AA0860_MARKER: DB = BENCH MARK DISK
 AA0860_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0860_SP_SET: CONCRETE BRIDGE GUARD RAIL
 AA0860_STAMPING: 3918 D
 AA0860_MARK LOGO: FLDT  
 AA0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0860+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA0860
 AA0860  HISTORY     - Date     Condition        Report By
 AA0860  HISTORY     - UNK      MONUMENTED       FLDT
 AA0860  HISTORY     - 1982     GOOD             FLDNR
 AA0860  HISTORY     - 1986     GOOD             FLDNR
 AA0860  HISTORY     - 19901019 GOOD             FLDNR
 AA0860
 AA0860                          STATION DESCRIPTION
 AA0860
 AA0860'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0860'7.6 MI SW FROM LAYTON.
 AA0860'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.6 MILES SOUTHWEST ON U.S.
 AA0860'HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER TOMS HARBOR
 AA0860'CHANNEL AND THE MARK.  THE MARK BEARS 19.1 FEET SOUTHEAST OF THE
 AA0860'CENTERLINE OF U.S. 1, 10.4 FEET NORTHEAST OF THE SOUTHWEST END OF
 AA0860'THE GUARDRAIL, AND 0.7 FOOT SOUTHWEST OF THE BRIDGE ABUTMENT.
 AA0860'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0860
 AA0860                          STATION RECOVERY (1986)
 AA0860
 AA0860'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0860'RECOVERED IN GOOD CONDITION.
 AA0860
 AA0860                          STATION RECOVERY (1990)
 AA0860
 AA0860'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0860'RECOVERED IN GOOD CONDITION--ADD 2.8 FT (0.9 M) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0859 ***********************************************************************
 AA0859  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0859  DESIGNATION -  872 3918 E TIDAL
 AA0859  PID         -  AA0859
 AA0859  STATE/COUNTY-  FL/MONROE
 AA0859  USGS QUAD   -  GRASSY KEY (1990)
 AA0859
 AA0859                         *CURRENT SURVEY CONTROL
 AA0859  ___________________________________________________________________
 AA0859* NAD 83(1986)-  24 46 43.     (N)    080 55 09.     (W)     SCALED    
 AA0859* NAVD 88     -         5.145  (meters)      16.88   (feet)  ADJUSTED  
 AA0859  ___________________________________________________________________
 AA0859  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AA0859  DYNAMIC HT  -           5.137 (meters)      16.85  (feet)  COMP
 AA0859  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0859
 AA0859  VERT ORDER  -  FIRST     CLASS II
 AA0859
 AA0859.The horizontal coordinates were scaled from a topographic map and have
 AA0859.an estimated accuracy of +/- 6 seconds.
 AA0859
 AA0859.The orthometric height was determined by differential leveling
 AA0859.and adjusted by the National Geodetic Survey in June 1991..
 AA0859
 AA0859.This Tidal Bench Mark is designated as VM 6262
 AA0859.by the Center for Operational Oceanographic Products and Services.
 AA0859
 AA0859.The geoid height was determined by GEOID03.
 AA0859
 AA0859.The dynamic height is computed by dividing the NAVD 88
 AA0859.geopotential number by the normal gravity value computed on the
 AA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0859.degrees latitude (g = 980.6199 gals.).
 AA0859
 AA0859.The modeled gravity was interpolated from observed gravity values.
 AA0859
 AA0859;                    North         East    Units  Estimated Accuracy
 AA0859;SPC FL E     -    49,320.      208,170.      MT  (+/- 180 meters Scaled)
 AA0859
 AA0859                          SUPERSEDED SURVEY CONTROL
 AA0859
 AA0859  NGVD 29 (09/01/92)    5.597  (m)           18.36   (f) ADJUSTED    1 2
 AA0859
 AA0859.Superseded values are not recommended for survey control.
 AA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0859.See file dsdata.txt to determine how the superseded data were derived.
 AA0859
 AA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH081404(NAD 83)
 AA0859_MARKER: DB = BENCH MARK DISK
 AA0859_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0859_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0859_STAMPING: 3918 E
 AA0859_MARK LOGO: FLDT  
 AA0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0859
 AA0859  HISTORY     - Date     Condition        Report By
 AA0859  HISTORY     - UNK      MONUMENTED       FLDT
 AA0859  HISTORY     - 1982     GOOD             FLDNR
 AA0859  HISTORY     - 1986     GOOD             FLDNR
 AA0859  HISTORY     - 19901019 GOOD             FLDNR
 AA0859
 AA0859                          STATION DESCRIPTION
 AA0859
 AA0859'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0859'7.3 MI SW FROM LAYTON.
 AA0859'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.3 MILES SOUTHWEST ON U.S.
 AA0859'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TOMS HARBOR CHANNEL
 AA0859'AND THE MARK.  THE MARK BEARS 19.8 FEET NORTHWEST OF THE CENTERLINE
 AA0859'OF U.S. 1, 10.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL,
 AA0859'AND 1.0 FOOT NORTHEAST OF THE BRIDGE ABUTMENT.
 AA0859'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0859
 AA0859                          STATION RECOVERY (1986)
 AA0859
 AA0859'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0859'RECOVERED IN GOOD CONDITION.
 AA0859
 AA0859                          STATION RECOVERY (1990)
 AA0859
 AA0859'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0361 ***********************************************************************
 AA0361  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0361  DESIGNATION -  872 3918 TIDAL 1 1935
 AA0361  PID         -  AA0361
 AA0361  STATE/COUNTY-  FL/MONROE
 AA0361  USGS QUAD   -  GRASSY KEY (1990)
 AA0361
 AA0361                         *CURRENT SURVEY CONTROL
 AA0361  ___________________________________________________________________
 AA0361* NAD 83(1986)-  24 46 36.     (N)    080 55 22.     (W)     SCALED    
 AA0361* NAVD 88     -         0.444  (meters)       1.46   (feet)  ADJUSTED  
 AA0361  ___________________________________________________________________
 AA0361  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AA0361  DYNAMIC HT  -           0.443 (meters)       1.45  (feet)  COMP
 AA0361  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0361
 AA0361  VERT ORDER  -  FIRST     CLASS II
 AA0361
 AA0361.The horizontal coordinates were scaled from a topographic map and have
 AA0361.an estimated accuracy of +/- 6 seconds.
 AA0361
 AA0361.The orthometric height was determined by differential leveling
 AA0361.and adjusted by the National Geodetic Survey in June 1991..
 AA0361
 AA0361.This Tidal Bench Mark is designated as VM 6260
 AA0361.by the Center for Operational Oceanographic Products and Services.
 AA0361
 AA0361.The geoid height was determined by GEOID03.
 AA0361
 AA0361.The dynamic height is computed by dividing the NAVD 88
 AA0361.geopotential number by the normal gravity value computed on the
 AA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0361.degrees latitude (g = 980.6199 gals.).
 AA0361
 AA0361.The modeled gravity was interpolated from observed gravity values.
 AA0361
 AA0361;                    North         East    Units  Estimated Accuracy
 AA0361;SPC FL E     -    49,110.      207,810.      MT  (+/- 180 meters Scaled)
 AA0361
 AA0361                          SUPERSEDED SURVEY CONTROL
 AA0361
 AA0361  NGVD 29 (09/01/92)    0.894  (m)            2.93   (f) ADJUSTED    1 2
 AA0361
 AA0361.Superseded values are not recommended for survey control.
 AA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0361.See file dsdata.txt to determine how the superseded data were derived.
 AA0361
 AA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH078402(NAD 83)
 AA0361_MARKER: DJ = TIDAL STATION DISK
 AA0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0361_SP_SET: BRIDGE
 AA0361_STAMPING: 1 1935
 AA0361_MARK LOGO: CGS   
 AA0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0361
 AA0361  HISTORY     - Date     Condition        Report By
 AA0361  HISTORY     - 1935     MONUMENTED       CGS
 AA0361  HISTORY     - 1966     GOOD             NGS
 AA0361  HISTORY     - 1979     GOOD             NGS
 AA0361  HISTORY     - 1982     GOOD             FLDNR
 AA0361  HISTORY     - 1986     GOOD             FLDNR
 AA0361
 AA0361                          STATION DESCRIPTION
 AA0361
 AA0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0361'7.6 MI SW FROM LAYTON.
 AA0361'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0361'AT LAYTON, AT THE SOUTHWEST END OF THE 0.3 MILE HIGHWAY BRIDGE
 AA0361'OVER TOMS HARBOR CHANNEL, IN THE TOP NEAR THE SOUTHWEST
 AA0361'END OF A SHORT SEA WALL AT THE SOUTHWEST END OF THE CONCRETE
 AA0361'WING WALL OF THE BRIDGE, 70 FEET SOUTHEAST OF THE CENTER LINE
 AA0361'OF THE HIGHWAY, 2.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AA0361'SEA WALL, AND ABOUT 15.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0361
 AA0361                          STATION RECOVERY (1979)
 AA0361
 AA0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0361'RECOVERED IN GOOD CONDITION.
 AA0361
 AA0361                          STATION RECOVERY (1982)
 AA0361
 AA0361'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0361'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0361'A NEW BRIDGE WAS BUILT AND THE OLD BRIDGE IS NOW USED AS A FISHING
 AA0361'PIER.
 AA0361
 AA0361                          STATION RECOVERY (1986)
 AA0361
 AA0361'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0661 ***********************************************************************
 AA0661  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0661  DESIGNATION -  872 3918 TIDAL 1 1975
 AA0661  PID         -  AA0661
 AA0661  STATE/COUNTY-  FL/MONROE
 AA0661  USGS QUAD   -  GRASSY KEY (1990)
 AA0661
 AA0661                         *CURRENT SURVEY CONTROL
 AA0661  ___________________________________________________________________
 AA0661* NAD 83(1986)-  24 46 36.     (N)    080 55 22.     (W)     SCALED    
 AA0661* NAVD 88     -         2.410  (meters)       7.91   (feet)  ADJUSTED  
 AA0661  ___________________________________________________________________
 AA0661  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AA0661  DYNAMIC HT  -           2.406 (meters)       7.89  (feet)  COMP
 AA0661  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 AA0661
 AA0661  VERT ORDER  -  FIRST     CLASS II
 AA0661
 AA0661.The horizontal coordinates were scaled from a topographic map and have
 AA0661.an estimated accuracy of +/- 6 seconds.
 AA0661
 AA0661.The orthometric height was determined by differential leveling
 AA0661.and adjusted by the National Geodetic Survey in June 1991..
 AA0661
 AA0661.This Tidal Bench Mark is designated as VM 6263
 AA0661.by the Center for Operational Oceanographic Products and Services.
 AA0661
 AA0661.The geoid height was determined by GEOID03.
 AA0661
 AA0661.The dynamic height is computed by dividing the NAVD 88
 AA0661.geopotential number by the normal gravity value computed on the
 AA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0661.degrees latitude (g = 980.6199 gals.).
 AA0661
 AA0661.The modeled gravity was interpolated from observed gravity values.
 AA0661
 AA0661;                    North         East    Units  Estimated Accuracy
 AA0661;SPC FL E     -    49,110.      207,810.      MT  (+/- 180 meters Scaled)
 AA0661
 AA0661                          SUPERSEDED SURVEY CONTROL
 AA0661
 AA0661  NGVD 29 (09/01/92)    2.860  (m)            9.38   (f) ADJUSTED    1 2
 AA0661
 AA0661.Superseded values are not recommended for survey control.
 AA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0661.See file dsdata.txt to determine how the superseded data were derived.
 AA0661
 AA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH078402(NAD 83)
 AA0661_MARKER: DJ = TIDAL STATION DISK
 AA0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0661_SP_SET: WINGWALL
 AA0661_STAMPING: NO 1 1975
 AA0661_MARK LOGO: NOS   
 AA0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0661
 AA0661  HISTORY     - Date     Condition        Report By
 AA0661  HISTORY     - 1975     MONUMENTED       NOS
 AA0661  HISTORY     - 1979     GOOD             NGS
 AA0661  HISTORY     - 1982     GOOD             FLDNR
 AA0661  HISTORY     - 1986     GOOD             FLDNR
 AA0661
 AA0661                          STATION DESCRIPTION
 AA0661
 AA0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AA0661'7.6 MI SW FROM LAYTON.
 AA0661'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 AA0661'LAYTON, AT THE SOUTHWEST END OF THE BRIDGE OVER TOMS HARBOR CHANNEL,
 AA0661'9.25 METERS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18 METERS
 AA0661'SOUTHEAST OF BM Q 278, 16.25 METERS NORTH OF BM TIDAL STA 27 TIDAL BM
 AA0661'THE SOUTH WINGWALL OF THE WEST ABUTMENT OF THE BRIDGE
 AA0661'THE MARK IS 6 FT BELOW HIGHWAY.
 AA0661
 AA0661                          STATION RECOVERY (1982)
 AA0661
 AA0661'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0661'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AA0661'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.6 MILES SOUTHWEST ON U.S.
 AA0661'HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER TOMS HARBOR CHANNEL
 AA0661'AND THE MARK.  THE MARK IS SET IN THE SOUTH WINGWALL OF THE OLD
 AA0661'BRIDGE, NOW USED AS A FISHING PIER, AND IS 31.5 FEET SOUTHEAST OF THE
 AA0661'CENTERLINE OF THE OLD BRIDGE.
 AA0661'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0661
 AA0661                          STATION RECOVERY (1986)
 AA0661
 AA0661'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1724 ***********************************************************************
 AA1724  DESIGNATION -  872 3921 H TIDAL
 AA1724  PID         -  AA1724
 AA1724  STATE/COUNTY-  FL/MONROE
 AA1724  USGS QUAD   -  GRASSY KEY (1990)
 AA1724
 AA1724                         *CURRENT SURVEY CONTROL
 AA1724  ___________________________________________________________________
 AA1724* NAD 83(1986)-  24 46 17.     (N)    080 56 27.     (W)     SCALED    
 AA1724* NAVD 88     -         1.478  (meters)       4.85   (feet)  ADJUSTED  
 AA1724  ___________________________________________________________________
 AA1724  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AA1724  DYNAMIC HT  -           1.476 (meters)       4.84  (feet)  COMP
 AA1724  MODELED GRAV-     978,970.1   (mgal)                       NAVD 88
 AA1724
 AA1724  VERT ORDER  -  FIRST     CLASS II
 AA1724
 AA1724.The horizontal coordinates were scaled from a topographic map and have
 AA1724.an estimated accuracy of +/- 6 seconds.
 AA1724
 AA1724.The orthometric height was determined by differential leveling
 AA1724.and adjusted by the National Geodetic Survey in May 1994..
 AA1724
 AA1724.The geoid height was determined by GEOID03.
 AA1724
 AA1724.The dynamic height is computed by dividing the NAVD 88
 AA1724.geopotential number by the normal gravity value computed on the
 AA1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1724.degrees latitude (g = 980.6199 gals.).
 AA1724
 AA1724.The modeled gravity was interpolated from observed gravity values.
 AA1724
 AA1724;                    North         East    Units  Estimated Accuracy
 AA1724;SPC FL E     -    48,520.      205,980.      MT  (+/- 180 meters Scaled)
 AA1724
 AA1724                          SUPERSEDED SURVEY CONTROL
 AA1724
 AA1724  NGVD 29 (09/01/92)    1.935  (m)            6.35   (f) ADJUSTED    1 2
 AA1724
 AA1724.Superseded values are not recommended for survey control.
 AA1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1724.See file dsdata.txt to determine how the superseded data were derived.
 AA1724
 AA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH059396(NAD 83)
 AA1724_MARKER: DJ = TIDAL STATION DISK
 AA1724_SETTING: 66 = SET IN ROCK OUTCROP
 AA1724_SP_SET: ROCK OUTCROP
 AA1724_STAMPING: 3921 H 1987
 AA1724_MARK LOGO: NOS   
 AA1724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1724+STABILITY: POSITION/ELEVATION WELL
 AA1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1724+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 AA1724
 AA1724  HISTORY     - Date     Condition        Report By
 AA1724  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1724  HISTORY     - 20060218 GOOD             USPSQD
 AA1724
 AA1724                          STATION DESCRIPTION
 AA1724
 AA1724'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1724'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1724'U.S. HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO AN ASPHALT AND DIRT ROAD
 AA1724'LEADING NORTH BESIDE THE FLAMINGO INN.  THE MARK IS ALSO 9.6 MI (15.4
 AA1724'KM) NORTHEAST OF THE POST OFFICE IN MARATHON.  LOCATED 300.0 FT (91.4
 AA1724'M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 18.1 FT (5.5 M)
 AA1724'NORTH-NORTHWEST OF A POWER POLE, 22.5 FEET EAST OF THE CENTERLINE OF
 AA1724'THE ROAD, 48.4 FT (14.8 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA1724'A HOUSE AND IS SET IN BEDROCK 0.05 FT (0.02 M) ABOVE GROUND LEVEL.
 AA1724
 AA1724                          STATION RECOVERY (2006)
 AA1724
 AA1724'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA1724'MONUMENT RECOVERED ABOUT 6 INCHES BELOW FILL, MARKED WITH 1/2 INCH
 AA1724'CONDUIT SET 6 INCHES EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0354 ***********************************************************************
 AA0354  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0354  DESIGNATION -  872 3921 TIDAL 2
 AA0354  PID         -  AA0354
 AA0354  STATE/COUNTY-  FL/MONROE
 AA0354  USGS QUAD   -  GRASSY KEY (1990)
 AA0354
 AA0354                         *CURRENT SURVEY CONTROL
 AA0354  ___________________________________________________________________
 AA0354* NAD 83(1986)-  24 46 23.     (N)    080 56 26.     (W)     SCALED    
 AA0354* NAVD 88     -         0.222  (meters)       0.73   (feet)  ADJUSTED  
 AA0354  ___________________________________________________________________
 AA0354  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AA0354  DYNAMIC HT  -           0.221 (meters)       0.73  (feet)  COMP
 AA0354  MODELED GRAV-     978,970.1   (mgal)                       NAVD 88
 AA0354
 AA0354  VERT ORDER  -  FIRST     CLASS II
 AA0354
 AA0354.The horizontal coordinates were scaled from a topographic map and have
 AA0354.an estimated accuracy of +/- 6 seconds.
 AA0354
 AA0354.The orthometric height was determined by differential leveling
 AA0354.and adjusted by the National Geodetic Survey in June 1991..
 AA0354
 AA0354.This Tidal Bench Mark is designated as VM 6266
 AA0354.by the Center for Operational Oceanographic Products and Services.
 AA0354
 AA0354.The geoid height was determined by GEOID03.
 AA0354
 AA0354.The dynamic height is computed by dividing the NAVD 88
 AA0354.geopotential number by the normal gravity value computed on the
 AA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0354.degrees latitude (g = 980.6199 gals.).
 AA0354
 AA0354.The modeled gravity was interpolated from observed gravity values.
 AA0354
 AA0354;                    North         East    Units  Estimated Accuracy
 AA0354;SPC FL E     -    48,710.      206,010.      MT  (+/- 180 meters Scaled)
 AA0354
 AA0354                          SUPERSEDED SURVEY CONTROL
 AA0354
 AA0354  NGVD 29 (09/01/92)    0.666  (m)            2.19   (f) ADJUSTED    1 2
 AA0354
 AA0354.Superseded values are not recommended for survey control.
 AA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0354.See file dsdata.txt to determine how the superseded data were derived.
 AA0354
 AA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH060398(NAD 83)
 AA0354_MARKER: DJ = TIDAL STATION DISK
 AA0354_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AA0354_SP_SET: ROCK UNSPECIFIED
 AA0354_STAMPING: 2 1935
 AA0354_MARK LOGO: CGS   
 AA0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0354
 AA0354  HISTORY     - Date     Condition        Report By
 AA0354  HISTORY     - 1935     MONUMENTED       CGS
 AA0354  HISTORY     - 1966     GOOD             NGS
 AA0354  HISTORY     - 1970     GOOD             NGS
 AA0354  HISTORY     - 1979     GOOD             NGS
 AA0354  HISTORY     - 1982     GOOD             FLDNR
 AA0354  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 AA0354
 AA0354                          STATION DESCRIPTION
 AA0354
 AA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0354'8.9 MI SW FROM LAYTON.
 AA0354'8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0354'AT LAYTON, THENCE ABOUT 0.15 MILE NORTH AND NORTHWEST ALONG
 AA0354'A BLACK TOPPED ROAD, ON THE GULF SIDE OF GRASSY KEY, AT THE SIGHT
 AA0354'OF THE OLD FERRY LANDING, IN THE TOP OF A LARGE AREA OF ROCK
 AA0354'ALONG THE SHORE LINE, 67 FEET SOUTHWEST OF THE EXTENDED CENTER
 AA0354'LINE OF THE ROAD, 30 FEET NORTHEAST OF THE NORTH CORNER OF AN
 AA0354'OLD 12-FOOT SQUARE CONCRETE BLOCK BUILDING AND ABOUT LEVEL
 AA0354'WITH THE OLD ROAD.
 AA0354
 AA0354                          STATION RECOVERY (1970)
 AA0354
 AA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0354'RECOVERED IN GOOD CONDITION.
 AA0354
 AA0354                          STATION RECOVERY (1979)
 AA0354
 AA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0354'RECOVERED IN GOOD CONDITION.
 AA0354
 AA0354                          STATION RECOVERY (1982)
 AA0354
 AA0354'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0354'RECOVERED IN GOOD CONDITION.
 AA0354
 AA0354                          STATION RECOVERY (2006)
 AA0354
 AA0354'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0354'FERRY SLIP GONE. CONCRETE BUILDING GONE. NEARBY MONUMENTATION NOT
 AA0354'RECOVERED. LOCATION OF MONUMENT APPEARS TO HAVE BEEN FILLED AND IS NOW
 AA0354'BEHIND WALL ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0355 ***********************************************************************
 AA0355  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0355  DESIGNATION -  872 3921 TIDAL 4
 AA0355  PID         -  AA0355
 AA0355  STATE/COUNTY-  FL/MONROE
 AA0355  USGS QUAD   -  GRASSY KEY (1990)
 AA0355
 AA0355                         *CURRENT SURVEY CONTROL
 AA0355  ___________________________________________________________________
 AA0355* NAD 83(1986)-  24 46 23.     (N)    080 56 26.     (W)     SCALED    
 AA0355* NAVD 88     -         1.161  (meters)       3.81   (feet)  ADJUSTED  
 AA0355  ___________________________________________________________________
 AA0355  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AA0355  DYNAMIC HT  -           1.159 (meters)       3.80  (feet)  COMP
 AA0355  MODELED GRAV-     978,970.1   (mgal)                       NAVD 88
 AA0355
 AA0355  VERT ORDER  -  FIRST     CLASS II
 AA0355
 AA0355.The horizontal coordinates were scaled from a topographic map and have
 AA0355.an estimated accuracy of +/- 6 seconds.
 AA0355
 AA0355.The orthometric height was determined by differential leveling
 AA0355.and adjusted by the National Geodetic Survey in May 2003..
 AA0355.WARNING-Repeat measurements at this control monument indicate possible
 AA0355.vertical movement.
 AA0355
 AA0355.This Tidal Bench Mark is designated as VM 17019
 AA0355.by the Center for Operational Oceanographic Products and Services.
 AA0355
 AA0355.The geoid height was determined by GEOID03.
 AA0355
 AA0355.The dynamic height is computed by dividing the NAVD 88
 AA0355.geopotential number by the normal gravity value computed on the
 AA0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0355.degrees latitude (g = 980.6199 gals.).
 AA0355
 AA0355.The modeled gravity was interpolated from observed gravity values.
 AA0355
 AA0355;                    North         East    Units  Estimated Accuracy
 AA0355;SPC FL E     -    48,710.      206,010.      MT  (+/- 180 meters Scaled)
 AA0355
 AA0355                          SUPERSEDED SURVEY CONTROL
 AA0355
 AA0355  NAVD 88 (06/15/91)    1.184  (m)            3.88   (f) UNKNOWN     1 2
 AA0355  NGVD 29 (09/01/92)    1.606  (m)            5.27   (f) ADJUSTED    1 2
 AA0355
 AA0355.Superseded values are not recommended for survey control.
 AA0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0355.See file dsdata.txt to determine how the superseded data were derived.
 AA0355
 AA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH060398(NAD 83)
 AA0355_MARKER: DB = BENCH MARK DISK
 AA0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0355_SP_SET: CONCRETE BLOCKS
 AA0355_STAMPING: NO 4 1964
 AA0355_MARK LOGO: CGS   
 AA0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0355
 AA0355  HISTORY     - Date     Condition        Report By
 AA0355  HISTORY     - 1964     MONUMENTED       CGS
 AA0355  HISTORY     - 1966     GOOD             NGS
 AA0355  HISTORY     - 1970     GOOD             NGS
 AA0355  HISTORY     - 1979     GOOD             NGS
 AA0355  HISTORY     - 1982     GOOD             FLDNR
 AA0355  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 AA0355
 AA0355                          STATION DESCRIPTION
 AA0355
 AA0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0355'8.9 MI SW FROM LAYTON.
 AA0355'8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0355'AT LAYTON, THENCE ABOUT 0.15 MILE NORTH AND NORTHWEST ALONG
 AA0355'A BLACK TOPPED ROAD, ON THE GULF SIDE OF GRASSY KEY, AT THE
 AA0355'SIGHT OF THE OLD FERRY SLIP, IN THE TOP OF THE SECOND FROM THE
 AA0355'NORTHEAST END OF THE OLD FERRY LANDING, 9 FEET NORTHEAST OF THE
 AA0355'EXTENDED CENTER LINE OF THE ROAD.
 AA0355
 AA0355                          STATION RECOVERY (1970)
 AA0355
 AA0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0355'RECOVERED IN GOOD CONDITION.
 AA0355
 AA0355                          STATION RECOVERY (1979)
 AA0355
 AA0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0355'RECOVERED IN GOOD CONDITION.
 AA0355
 AA0355                          STATION RECOVERY (1982)
 AA0355
 AA0355'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0355'RECOVERED IN GOOD CONDITION.
 AA0355
 AA0355                          STATION RECOVERY (2006)
 AA0355
 AA0355'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0355'FERRY SLIP GONE. NEARBY MONUMENTATION NOT RECOVERED. LOCATION OF
 AA0355'MONUMENT APPEARS TO HAVE BEEN FILLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0356 ***********************************************************************
 AA0356  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0356  DESIGNATION -  872 3921 TIDAL 5
 AA0356  PID         -  AA0356
 AA0356  STATE/COUNTY-  FL/MONROE
 AA0356  USGS QUAD   -  GRASSY KEY (1990)
 AA0356
 AA0356                         *CURRENT SURVEY CONTROL
 AA0356  ___________________________________________________________________
 AA0356* NAD 83(1986)-  24 46 24.     (N)    080 56 24.     (W)     SCALED    
 AA0356* NAVD 88     -         0.269  (meters)       0.88   (feet)  ADJUSTED  
 AA0356  ___________________________________________________________________
 AA0356  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AA0356  DYNAMIC HT  -           0.269 (meters)       0.88  (feet)  COMP
 AA0356  MODELED GRAV-     978,970.1   (mgal)                       NAVD 88
 AA0356
 AA0356  VERT ORDER  -  SECOND    CLASS I
 AA0356
 AA0356.The horizontal coordinates were scaled from a topographic map and have
 AA0356.an estimated accuracy of +/- 6 seconds.
 AA0356
 AA0356.The orthometric height was determined by differential leveling
 AA0356.and adjusted by the National Geodetic Survey in June 1991..
 AA0356
 AA0356.This Tidal Bench Mark is designated as VM 6267
 AA0356.by the Center for Operational Oceanographic Products and Services.
 AA0356
 AA0356.The geoid height was determined by GEOID03.
 AA0356
 AA0356.The dynamic height is computed by dividing the NAVD 88
 AA0356.geopotential number by the normal gravity value computed on the
 AA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0356.degrees latitude (g = 980.6199 gals.).
 AA0356
 AA0356.The modeled gravity was interpolated from observed gravity values.
 AA0356
 AA0356;                    North         East    Units  Estimated Accuracy
 AA0356;SPC FL E     -    48,740.      206,070.      MT  (+/- 180 meters Scaled)
 AA0356
 AA0356                          SUPERSEDED SURVEY CONTROL
 AA0356
 AA0356  NGVD 29 (??/??/92)    0.717  (m)            2.35   (f) ADJ UNCH    2 0
 AA0356
 AA0356.Superseded values are not recommended for survey control.
 AA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0356.See file dsdata.txt to determine how the superseded data were derived.
 AA0356
 AA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH060398(NAD 83)
 AA0356_MARKER: DB = BENCH MARK DISK
 AA0356_SETTING: 66 = SET IN ROCK OUTCROP
 AA0356_SP_SET: ROCK OUTCROP
 AA0356_STAMPING: NO 5 1964
 AA0356_MARK LOGO: CGS   
 AA0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0356+STABILITY: POSITION/ELEVATION WELL
 AA0356
 AA0356  HISTORY     - Date     Condition        Report By
 AA0356  HISTORY     - 1964     MONUMENTED       CGS
 AA0356  HISTORY     - 1970     GOOD             NGS
 AA0356  HISTORY     - 1979     MARK NOT FOUND   NGS
 AA0356  HISTORY     - 1982     GOOD             FLDNR
 AA0356  HISTORY     - 20060218 POOR             USPSQD
 AA0356
 AA0356                          STATION DESCRIPTION
 AA0356
 AA0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AA0356'8.8 MI SW FROM LAYTON.
 AA0356'ABOUT 8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0356'OFFICE AT LAYTON, THENCE ABOUT 0.15 MILE NORTH ALONG A PRIVATE
 AA0356'BLACK TOPPED ROAD, ON GRASSY KEY, ALONG THE GULF SHORE, NEAR AN
 AA0356'ABANDONED FERRY LANDING, 117 FEET NORTHEAST OF THE EXTENDED
 AA0356'CENTER LINE OF THE ROAD, 108 FEET NORTHEAST OF TIDAL 4, 13 1/2
 AA0356'FEET WEST OF A SMALL TREE WITH BLAZE CUT ON WEST SIDE OF TREE, 13
 AA0356'FEET NORTHWEST OF THE NORTHWEST SIDE OF A 4-FOOT BOULDER WHICH
 AA0356'PROJECTS 2 FEET, ABOUT 10 FEET INSHORE FROM THE LOW TIDE WATER
 AA0356'LINE, AND SET IN THE TOP OF A MASS OF OUTCROPPING ROCK FLUSH WITH
 AA0356'THE LEVEL OF THE GROUND.  GRASSY KEY, NORTH SIDE.
 AA0356
 AA0356                          STATION RECOVERY (1979)
 AA0356
 AA0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0356'SEARCHED FOR BUT NOT RECOVERED THIS DATE.
 AA0356
 AA0356                          STATION RECOVERY (1982)
 AA0356
 AA0356'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0356'RECOVERED IN GOOD CONDITION.
 AA0356
 AA0356                          STATION RECOVERY (2006)
 AA0356
 AA0356'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0356'FERRY SLIP GONE. TREE WITH BLAZE GONE. BOULDER GONE. NEARBY
 AA0356'MONUMENTATION NOT RECOVERED. MONUMENT IS ON WEST EDGE OF TREE LINE AND
 AA0356'BRASS DISC IS ALMOST ENTIRELY UNREADABLE DUE TO CORROSION AND WEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0866 ***********************************************************************
 AA0866  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0866  DESIGNATION -  872 3922 TIDAL 1
 AA0866  PID         -  AA0866
 AA0866  STATE/COUNTY-  FL/MONROE
 AA0866  USGS QUAD   -  GRASSY KEY (1990)
 AA0866
 AA0866                         *CURRENT SURVEY CONTROL
 AA0866  ___________________________________________________________________
 AA0866* NAD 83(1986)-  24 46 28.     (N)    080 54 56.     (W)     SCALED    
 AA0866* NAVD 88     -         1.070  (meters)       3.51   (feet)  ADJUSTED  
 AA0866  ___________________________________________________________________
 AA0866  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AA0866  DYNAMIC HT  -           1.068 (meters)       3.50  (feet)  COMP
 AA0866  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 AA0866
 AA0866  VERT ORDER  -  SECOND    CLASS I
 AA0866
 AA0866.The horizontal coordinates were scaled from a topographic map and have
 AA0866.an estimated accuracy of +/- 6 seconds.
 AA0866
 AA0866.The orthometric height was determined by differential leveling
 AA0866.and adjusted by the National Geodetic Survey in June 1991..
 AA0866
 AA0866.This Tidal Bench Mark is designated as VM 6270
 AA0866.by the Center for Operational Oceanographic Products and Services.
 AA0866
 AA0866.The geoid height was determined by GEOID03.
 AA0866
 AA0866.The dynamic height is computed by dividing the NAVD 88
 AA0866.geopotential number by the normal gravity value computed on the
 AA0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0866.degrees latitude (g = 980.6199 gals.).
 AA0866
 AA0866.The modeled gravity was interpolated from observed gravity values.
 AA0866
 AA0866;                    North         East    Units  Estimated Accuracy
 AA0866;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0866
 AA0866                          SUPERSEDED SURVEY CONTROL
 AA0866
 AA0866.No superseded survey control is available for this station.
 AA0866
 AA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0866_MARKER: DJ = TIDAL STATION DISK
 AA0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0866_SP_SET: CONCRETE SEAWALL
 AA0866_STAMPING: NO 1 1975
 AA0866_MARK LOGO: NOS   
 AA0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0866+STABILITY: SURFACE MOTION
 AA0866
 AA0866  HISTORY     - Date     Condition        Report By
 AA0866  HISTORY     - 1975     MONUMENTED       NOS
 AA0866  HISTORY     - 1982     GOOD             FLDNR
 AA0866  HISTORY     - 1988     GOOD             USPSQD
 AA0866
 AA0866                          STATION DESCRIPTION
 AA0866
 AA0866'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0866'7.5 MI SW FROM LAYTON.
 AA0866'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0866'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0866'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD
 AA0866'TO DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE
 AA0866'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET FLUSH IN
 AA0866'TOP OF THE SEAWALL AT THE EAST CORNER OF THE MARINA,
 AA0866'59 FEET SOUTHEAST OF THE EAST CORNER OF THE MARINA OFFICE
 AA0866'BUILDING AND 80 FEET NORTHEAST OF TIDAL BENCH MARK NO 2 1975.
 AA0866
 AA0866                          STATION RECOVERY (1988)
 AA0866
 AA0866'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWR)
 AA0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0867 ***********************************************************************
 AA0867  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0867  DESIGNATION -  872 3922 TIDAL 2
 AA0867  PID         -  AA0867
 AA0867  STATE/COUNTY-  FL/MONROE
 AA0867  USGS QUAD   -  GRASSY KEY (1990)
 AA0867
 AA0867                         *CURRENT SURVEY CONTROL
 AA0867  ___________________________________________________________________
 AA0867* NAD 83(1986)-  24 46 28.     (N)    080 54 56.     (W)     SCALED    
 AA0867* NAVD 88     -         1.076  (meters)       3.53   (feet)  ADJUSTED  
 AA0867  ___________________________________________________________________
 AA0867  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AA0867  DYNAMIC HT  -           1.074 (meters)       3.52  (feet)  COMP
 AA0867  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 AA0867
 AA0867  VERT ORDER  -  SECOND    CLASS I
 AA0867
 AA0867.The horizontal coordinates were scaled from a topographic map and have
 AA0867.an estimated accuracy of +/- 6 seconds.
 AA0867
 AA0867.The orthometric height was determined by differential leveling
 AA0867.and adjusted by the National Geodetic Survey in June 1991..
 AA0867
 AA0867.This Tidal Bench Mark is designated as VM 6271
 AA0867.by the Center for Operational Oceanographic Products and Services.
 AA0867
 AA0867.The geoid height was determined by GEOID03.
 AA0867
 AA0867.The dynamic height is computed by dividing the NAVD 88
 AA0867.geopotential number by the normal gravity value computed on the
 AA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0867.degrees latitude (g = 980.6199 gals.).
 AA0867
 AA0867.The modeled gravity was interpolated from observed gravity values.
 AA0867
 AA0867;                    North         East    Units  Estimated Accuracy
 AA0867;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0867
 AA0867                          SUPERSEDED SURVEY CONTROL
 AA0867
 AA0867.No superseded survey control is available for this station.
 AA0867
 AA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0867_MARKER: DJ = TIDAL STATION DISK
 AA0867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0867_SP_SET: CONCRETE SEAWALL
 AA0867_STAMPING: NO 2 1975
 AA0867_MARK LOGO: NOS   
 AA0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0867+STABILITY: SURFACE MOTION
 AA0867
 AA0867  HISTORY     - Date     Condition        Report By
 AA0867  HISTORY     - 1975     MONUMENTED       NOS
 AA0867  HISTORY     - 1982     GOOD             FLDNR
 AA0867  HISTORY     - 1988     GOOD             USPSQD
 AA0867
 AA0867                          STATION DESCRIPTION
 AA0867
 AA0867'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0867'7.5 MI SW FROM LAYTON.
 AA0867'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0867'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0867'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD TO DUCK
 AA0867'KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE MARINA AND THE
 AA0867'VICINITY OF THE MARK.  THE MARK IS SET IN THE TOP OF THE SEAWALL,
 AA0867'59 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE MARINA OFFICE AND
 AA0867'BOAT HOUSE, AND 80 FEET SOUTHWEST OF TIDAL BENCH MARK NO 1 1975.
 AA0867
 AA0867                          STATION RECOVERY (1988)
 AA0867
 AA0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWR)
 AA0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0868 ***********************************************************************
 AA0868  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0868  DESIGNATION -  872 3922 TIDAL 3
 AA0868  PID         -  AA0868
 AA0868  STATE/COUNTY-  FL/MONROE
 AA0868  USGS QUAD   -  GRASSY KEY (1990)
 AA0868
 AA0868                         *CURRENT SURVEY CONTROL
 AA0868  ___________________________________________________________________
 AA0868* NAD 83(1986)-  24 46 28.     (N)    080 54 56.     (W)     SCALED    
 AA0868* NAVD 88     -         1.100  (meters)       3.61   (feet)  ADJUSTED  
 AA0868  ___________________________________________________________________
 AA0868  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AA0868  DYNAMIC HT  -           1.098 (meters)       3.60  (feet)  COMP
 AA0868  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 AA0868
 AA0868  VERT ORDER  -  SECOND    CLASS I
 AA0868
 AA0868.The horizontal coordinates were scaled from a topographic map and have
 AA0868.an estimated accuracy of +/- 6 seconds.
 AA0868
 AA0868.The orthometric height was determined by differential leveling
 AA0868.and adjusted by the National Geodetic Survey in June 1991..
 AA0868
 AA0868.This Tidal Bench Mark is designated as VM 6272
 AA0868.by the Center for Operational Oceanographic Products and Services.
 AA0868
 AA0868.The geoid height was determined by GEOID03.
 AA0868
 AA0868.The dynamic height is computed by dividing the NAVD 88
 AA0868.geopotential number by the normal gravity value computed on the
 AA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0868.degrees latitude (g = 980.6199 gals.).
 AA0868
 AA0868.The modeled gravity was interpolated from observed gravity values.
 AA0868
 AA0868;                    North         East    Units  Estimated Accuracy
 AA0868;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0868
 AA0868                          SUPERSEDED SURVEY CONTROL
 AA0868
 AA0868.No superseded survey control is available for this station.
 AA0868
 AA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0868_MARKER: DJ = TIDAL STATION DISK
 AA0868_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0868_SP_SET: CONCRETE FOOTING
 AA0868_STAMPING: NO 3 1975
 AA0868_MARK LOGO: NOS   
 AA0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0868+STABILITY: SURFACE MOTION
 AA0868
 AA0868  HISTORY     - Date     Condition        Report By
 AA0868  HISTORY     - 1975     MONUMENTED       NOS
 AA0868  HISTORY     - 1982     GOOD             FLDNR
 AA0868
 AA0868                          STATION DESCRIPTION
 AA0868
 AA0868'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0868'7.5 MI SW FROM LAYTON.
 AA0868'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0868'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0868'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD TO
 AA0868'DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO
 AA0868'THE MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET
 AA0868'IN THE NORTHEAST CONCRETE FOUNDATION FOOTING OF THE SEWAGE
 AA0868'TREATMENT PLANT, 43 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 AA0868'THE MARINA BOATHOUSE, 119 FEET SOUTH-SOUTHEAST OF TIDAL BENCH
 AA0868'MARK NO 4 1975, AND 124 FEET WEST OF TIDAL BENCH MARK NO 2 1975.
 AA0868'THE MARK IS 1.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0869 ***********************************************************************
 AA0869  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0869  DESIGNATION -  872 3922 TIDAL 4
 AA0869  PID         -  AA0869
 AA0869  STATE/COUNTY-  FL/MONROE
 AA0869  USGS QUAD   -  GRASSY KEY (1990)
 AA0869
 AA0869                         *CURRENT SURVEY CONTROL
 AA0869  ___________________________________________________________________
 AA0869* NAD 83(1986)-  24 46 28.     (N)    080 54 56.     (W)     SCALED    
 AA0869* NAVD 88     -         1.860  (meters)       6.10   (feet)  ADJUSTED  
 AA0869  ___________________________________________________________________
 AA0869  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AA0869  DYNAMIC HT  -           1.857 (meters)       6.09  (feet)  COMP
 AA0869  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 AA0869
 AA0869  VERT ORDER  -  SECOND    CLASS I
 AA0869
 AA0869.The horizontal coordinates were scaled from a topographic map and have
 AA0869.an estimated accuracy of +/- 6 seconds.
 AA0869
 AA0869.The orthometric height was determined by differential leveling
 AA0869.and adjusted by the National Geodetic Survey in June 1991..
 AA0869
 AA0869.This Tidal Bench Mark is designated as VM 6273
 AA0869.by the Center for Operational Oceanographic Products and Services.
 AA0869
 AA0869.The geoid height was determined by GEOID03.
 AA0869
 AA0869.The dynamic height is computed by dividing the NAVD 88
 AA0869.geopotential number by the normal gravity value computed on the
 AA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0869.degrees latitude (g = 980.6199 gals.).
 AA0869
 AA0869.The modeled gravity was interpolated from observed gravity values.
 AA0869
 AA0869;                    North         East    Units  Estimated Accuracy
 AA0869;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0869
 AA0869                          SUPERSEDED SURVEY CONTROL
 AA0869
 AA0869.No superseded survey control is available for this station.
 AA0869
 AA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0869_MARKER: DJ = TIDAL STATION DISK
 AA0869_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0869_SP_SET: DRAIN FIELD RETAINING WALL
 AA0869_STAMPING: NO 4 1975
 AA0869_MARK LOGO: NOS   
 AA0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0869+STABILITY: SURFACE MOTION
 AA0869
 AA0869  HISTORY     - Date     Condition        Report By
 AA0869  HISTORY     - 1975     MONUMENTED       NOS
 AA0869  HISTORY     - 1982     GOOD             FLDNR
 AA0869
 AA0869                          STATION DESCRIPTION
 AA0869
 AA0869'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0869'7.5 MI SW FROM LAYTON.
 AA0869'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0869'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0869'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD
 AA0869'TO DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE
 AA0869'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE TOP
 AA0869'OF THE NORTH CORNER OF THE RETAINING WALL FOR THE SEWAGE TREATMENT
 AA0869'PLANT DRAIN FIELD (NOW IN DISUSE), 48 FEET WEST OF THE WEST CORNER
 AA0869'OF THE MARINA BOAT HOUSE, AND 119 FEET NORTH-NORTHWEST OF TIDAL
 AA0869'BENCH MARK NO 3 1975.
 AA0869'THE MARK IS 2.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0870 ***********************************************************************
 AA0870  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0870  DESIGNATION -  872 3922 TIDAL 5
 AA0870  PID         -  AA0870
 AA0870  STATE/COUNTY-  FL/MONROE
 AA0870  USGS QUAD   -  GRASSY KEY (1990)
 AA0870
 AA0870                         *CURRENT SURVEY CONTROL
 AA0870  ___________________________________________________________________
 AA0870* NAD 83(1986)-  24 46 28.     (N)    080 54 56.     (W)     SCALED    
 AA0870* NAVD 88     -         0.949  (meters)       3.11   (feet)  ADJUSTED  
 AA0870  ___________________________________________________________________
 AA0870  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AA0870  DYNAMIC HT  -           0.947 (meters)       3.11  (feet)  COMP
 AA0870  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 AA0870
 AA0870  VERT ORDER  -  SECOND    CLASS I
 AA0870
 AA0870.The horizontal coordinates were scaled from a topographic map and have
 AA0870.an estimated accuracy of +/- 6 seconds.
 AA0870
 AA0870.The orthometric height was determined by differential leveling
 AA0870.and adjusted by the National Geodetic Survey in June 1991..
 AA0870
 AA0870.This Tidal Bench Mark is designated as VM 6274
 AA0870.by the Center for Operational Oceanographic Products and Services.
 AA0870
 AA0870.The geoid height was determined by GEOID03.
 AA0870
 AA0870.The dynamic height is computed by dividing the NAVD 88
 AA0870.geopotential number by the normal gravity value computed on the
 AA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0870.degrees latitude (g = 980.6199 gals.).
 AA0870
 AA0870.The modeled gravity was interpolated from observed gravity values.
 AA0870
 AA0870;                    North         East    Units  Estimated Accuracy
 AA0870;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0870
 AA0870                          SUPERSEDED SURVEY CONTROL
 AA0870
 AA0870.No superseded survey control is available for this station.
 AA0870
 AA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0870_MARKER: DJ = TIDAL STATION DISK
 AA0870_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0870+WITH SETTING: PAVEMENT
 AA0870_SP_SET: CONCRETE PAD FOR DRAIN PIPE
 AA0870_STAMPING: NO 5 1975
 AA0870_MARK LOGO: NOS   
 AA0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0870+STABILITY: SURFACE MOTION
 AA0870
 AA0870  HISTORY     - Date     Condition        Report By
 AA0870  HISTORY     - 1975     MONUMENTED       NOS
 AA0870  HISTORY     - 1982     GOOD             FLDNR
 AA0870
 AA0870                          STATION DESCRIPTION
 AA0870
 AA0870'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0870'7.5 MI SW FROM LAYTON.
 AA0870'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0870'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0870'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD
 AA0870'TO DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE
 AA0870'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE TOP OF A
 AA0870'3-FOOT SQUARE CONCRETE PAD ON THE NORTHWEST EDGE OF A FILL,
 AA0870'NORTHWEST OF THE NORTHWEST WALL OF THE SEWAGE TREATMENT PLANT,
 AA0870'AND 97.6 FEET WEST-NORTHWEST OF TIDAL BENCH MARK NO 4 1975.
 AA0870'THE MARK IS 2.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0865 ***********************************************************************
 AA0865  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0865  DESIGNATION -  872 3933 F TIDAL
 AA0865  PID         -  AA0865
 AA0865  STATE/COUNTY-  FL/MONROE
 AA0865  USGS QUAD   -  GRASSY KEY (1990)
 AA0865
 AA0865                         *CURRENT SURVEY CONTROL
 AA0865  ___________________________________________________________________
 AA0865* NAD 83(1986)-  24 45 20.     (N)    080 57 29.     (W)     SCALED    
 AA0865* NAVD 88     -         1.339  (meters)       4.39   (feet)  ADJUSTED  
 AA0865  ___________________________________________________________________
 AA0865  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AA0865  DYNAMIC HT  -           1.337 (meters)       4.39  (feet)  COMP
 AA0865  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 AA0865
 AA0865  VERT ORDER  -  SECOND    CLASS I
 AA0865
 AA0865.The horizontal coordinates were scaled from a topographic map and have
 AA0865.an estimated accuracy of +/- 6 seconds.
 AA0865
 AA0865.The orthometric height was determined by differential leveling
 AA0865.and adjusted by the National Geodetic Survey in June 1991..
 AA0865
 AA0865.This Tidal Bench Mark is designated as VM 6286
 AA0865.by the Center for Operational Oceanographic Products and Services.
 AA0865
 AA0865.The geoid height was determined by GEOID03.
 AA0865
 AA0865.The dynamic height is computed by dividing the NAVD 88
 AA0865.geopotential number by the normal gravity value computed on the
 AA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0865.degrees latitude (g = 980.6199 gals.).
 AA0865
 AA0865.The modeled gravity was interpolated from observed gravity values.
 AA0865
 AA0865;                    North         East    Units  Estimated Accuracy
 AA0865;SPC FL E     -    46,770.      204,240.      MT  (+/- 180 meters Scaled)
 AA0865
 AA0865                          SUPERSEDED SURVEY CONTROL
 AA0865
 AA0865.No superseded survey control is available for this station.
 AA0865
 AA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH042378(NAD 83)
 AA0865_MARKER: DJ = TIDAL STATION DISK
 AA0865_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0865+WITH SETTING: PAVEMENT
 AA0865_SP_SET: CONCRETE STEP
 AA0865_STAMPING: 3933 F 1982
 AA0865_MARK LOGO: NOS   
 AA0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0865+STABILITY: SURFACE MOTION
 AA0865
 AA0865  HISTORY     - Date     Condition        Report By
 AA0865  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0865
 AA0865                          STATION DESCRIPTION
 AA0865
 AA0865'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0865'7.9 MI NE FROM MARATHON.
 AA0865'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0865'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK BEARS
 AA0865'10.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE POOL PATIO, 34.1 FEET
 AA0865'SOUTHWEST OF THE EAST CORNER OF THE POOL PATIO, 12.1 FEET SOUTHEAST
 AA0865'OF THE SOUTH CORNER OF THE POOL, AND IS SET IN THE STEPS LEADING FROM
 AA0865'THE BEACH TO THE POOL.
 AA0865'THE MARK IS 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0864 ***********************************************************************
 AA0864  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0864  DESIGNATION -  872 3933 G TIDAL
 AA0864  PID         -  AA0864
 AA0864  STATE/COUNTY-  FL/MONROE
 AA0864  USGS QUAD   -  GRASSY KEY (1990)
 AA0864
 AA0864                         *CURRENT SURVEY CONTROL
 AA0864  ___________________________________________________________________
 AA0864* NAD 83(1986)-  24 45 20.     (N)    080 57 29.     (W)     SCALED    
 AA0864* NAVD 88     -         1.255  (meters)       4.12   (feet)  ADJUSTED  
 AA0864  ___________________________________________________________________
 AA0864  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AA0864  DYNAMIC HT  -           1.253 (meters)       4.11  (feet)  COMP
 AA0864  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 AA0864
 AA0864  VERT ORDER  -  SECOND    CLASS I
 AA0864
 AA0864.The horizontal coordinates were scaled from a topographic map and have
 AA0864.an estimated accuracy of +/- 6 seconds.
 AA0864
 AA0864.The orthometric height was determined by differential leveling
 AA0864.and adjusted by the National Geodetic Survey in June 1991..
 AA0864
 AA0864.This Tidal Bench Mark is designated as VM 6287
 AA0864.by the Center for Operational Oceanographic Products and Services.
 AA0864
 AA0864.The geoid height was determined by GEOID03.
 AA0864
 AA0864.The dynamic height is computed by dividing the NAVD 88
 AA0864.geopotential number by the normal gravity value computed on the
 AA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0864.degrees latitude (g = 980.6199 gals.).
 AA0864
 AA0864.The modeled gravity was interpolated from observed gravity values.
 AA0864
 AA0864;                    North         East    Units  Estimated Accuracy
 AA0864;SPC FL E     -    46,770.      204,240.      MT  (+/- 180 meters Scaled)
 AA0864
 AA0864                          SUPERSEDED SURVEY CONTROL
 AA0864
 AA0864.No superseded survey control is available for this station.
 AA0864
 AA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH042378(NAD 83)
 AA0864_MARKER: DJ = TIDAL STATION DISK
 AA0864_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0864_SP_SET: CONCRETE WALKWAY
 AA0864_STAMPING: 3933 G 1982
 AA0864_MARK LOGO: NOS   
 AA0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0864
 AA0864  HISTORY     - Date     Condition        Report By
 AA0864  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0864
 AA0864                          STATION DESCRIPTION
 AA0864
 AA0864'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0864'7.9 MI NE FROM MARATHON.
 AA0864'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0864'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK BEARS
 AA0864'4.7 FEET WEST OF THE WEST CORNER OF THE MOST NORTHEASTERN TWO-STORY
 AA0864'APARTMENT BUILDING, 8.0 FEET NORTHEAST OF THE CENTER OF A PATH
 AA0864'BETWEEN THE TWO-STORY APARTMENT BUILDINGS, AND 43.0 FEET NORTHWEST
 AA0864'OF A STAIRWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0862 ***********************************************************************
 AA0862  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0862  DESIGNATION -  872 3933 TIDAL 3
 AA0862  PID         -  AA0862
 AA0862  STATE/COUNTY-  FL/MONROE
 AA0862  USGS QUAD   -  GRASSY KEY (1990)
 AA0862
 AA0862                         *CURRENT SURVEY CONTROL
 AA0862  ___________________________________________________________________
 AA0862* NAD 83(1986)-  24 45 20.     (N)    080 57 29.     (W)     SCALED    
 AA0862* NAVD 88     -         1.204  (meters)       3.95   (feet)  ADJUSTED  
 AA0862  ___________________________________________________________________
 AA0862  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AA0862  DYNAMIC HT  -           1.202 (meters)       3.94  (feet)  COMP
 AA0862  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 AA0862
 AA0862  VERT ORDER  -  SECOND    CLASS I
 AA0862
 AA0862.The horizontal coordinates were scaled from a topographic map and have
 AA0862.an estimated accuracy of +/- 6 seconds.
 AA0862
 AA0862.The orthometric height was determined by differential leveling
 AA0862.and adjusted by the National Geodetic Survey in June 1991..
 AA0862
 AA0862.This Tidal Bench Mark is designated as VM 6283
 AA0862.by the Center for Operational Oceanographic Products and Services.
 AA0862
 AA0862.The geoid height was determined by GEOID03.
 AA0862
 AA0862.The dynamic height is computed by dividing the NAVD 88
 AA0862.geopotential number by the normal gravity value computed on the
 AA0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0862.degrees latitude (g = 980.6199 gals.).
 AA0862
 AA0862.The modeled gravity was interpolated from observed gravity values.
 AA0862
 AA0862;                    North         East    Units  Estimated Accuracy
 AA0862;SPC FL E     -    46,770.      204,240.      MT  (+/- 180 meters Scaled)
 AA0862
 AA0862                          SUPERSEDED SURVEY CONTROL
 AA0862
 AA0862.No superseded survey control is available for this station.
 AA0862
 AA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH042378(NAD 83)
 AA0862_MARKER: DJ = TIDAL STATION DISK
 AA0862_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0862_SP_SET: CONCRETE WALKWAY
 AA0862_STAMPING: NO 3 1975
 AA0862_MARK LOGO: NOS   
 AA0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0862
 AA0862  HISTORY     - Date     Condition        Report By
 AA0862  HISTORY     - 1975     MONUMENTED       NOS
 AA0862  HISTORY     - 1982     GOOD             FLDNR
 AA0862
 AA0862                          STATION DESCRIPTION
 AA0862
 AA0862'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0862'7.9 MI NE FROM MARATHON.
 AA0862'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0862'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK IS SET IN
 AA0862'THE WALKWAY NEAR THE NORTHWEST ENTRANCE TO THE APARTMENT BUILDING NEAR
 AA0862'THE NORTH CORNER OF THE PROPERTY AND IS 5 FEET WEST OF THE WEST CORNER
 AA0862'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0861 ***********************************************************************
 AA0861  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0861  DESIGNATION -  872 3933 TIDAL 4
 AA0861  PID         -  AA0861
 AA0861  STATE/COUNTY-  FL/MONROE
 AA0861  USGS QUAD   -  GRASSY KEY (1990)
 AA0861
 AA0861                         *CURRENT SURVEY CONTROL
 AA0861  ___________________________________________________________________
 AA0861* NAD 83(1986)-  24 45 20.     (N)    080 57 29.     (W)     SCALED    
 AA0861* NAVD 88     -         1.220  (meters)       4.00   (feet)  ADJUSTED  
 AA0861  ___________________________________________________________________
 AA0861  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AA0861  DYNAMIC HT  -           1.218 (meters)       4.00  (feet)  COMP
 AA0861  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 AA0861
 AA0861  VERT ORDER  -  FIRST     CLASS II
 AA0861
 AA0861.The horizontal coordinates were scaled from a topographic map and have
 AA0861.an estimated accuracy of +/- 6 seconds.
 AA0861
 AA0861.The orthometric height was determined by differential leveling
 AA0861.and adjusted by the National Geodetic Survey in May 1994..
 AA0861.WARNING-Repeat measurements at this control monument indicate possible
 AA0861.vertical movement.
 AA0861
 AA0861.This Tidal Bench Mark is designated as VM 6284
 AA0861.by the Center for Operational Oceanographic Products and Services.
 AA0861
 AA0861.The geoid height was determined by GEOID03.
 AA0861
 AA0861.The dynamic height is computed by dividing the NAVD 88
 AA0861.geopotential number by the normal gravity value computed on the
 AA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0861.degrees latitude (g = 980.6199 gals.).
 AA0861
 AA0861.The modeled gravity was interpolated from observed gravity values.
 AA0861
 AA0861;                    North         East    Units  Estimated Accuracy
 AA0861;SPC FL E     -    46,770.      204,240.      MT  (+/- 180 meters Scaled)
 AA0861
 AA0861                          SUPERSEDED SURVEY CONTROL
 AA0861
 AA0861  NAVD 88 (06/15/91)    1.219  (m)            4.00   (f) UNKNOWN     1 2
 AA0861  NGVD 29 (09/01/92)    1.671  (m)            5.48   (f) ADJUSTED    1 2
 AA0861
 AA0861.Superseded values are not recommended for survey control.
 AA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0861.See file dsdata.txt to determine how the superseded data were derived.
 AA0861
 AA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH042378(NAD 83)
 AA0861_MARKER: DJ = TIDAL STATION DISK
 AA0861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0861_SP_SET: CONCRETE PAD
 AA0861_STAMPING: NO 4 1975
 AA0861_MARK LOGO: NOS   
 AA0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0861+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA0861
 AA0861  HISTORY     - Date     Condition        Report By
 AA0861  HISTORY     - 1975     MONUMENTED       NOS
 AA0861  HISTORY     - 1982     GOOD             FLDNR
 AA0861  HISTORY     - 19901019 GOOD             FLDNR
 AA0861
 AA0861                          STATION DESCRIPTION
 AA0861
 AA0861'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0861'7.9 MI NE FROM MARATHON.
 AA0861'THE MARK IS 0.5 FT ABOVE GROUND.
 AA0861'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0861'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK BEARS
 AA0861'74.5 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 42.6 FEET SOUTH OF
 AA0861'THE NORTH CORNER OF A CONCRETE WALL AT THE NORTH PROPERTY CORNER, 20.5
 AA0861'FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST ENTRANCE DRIVE TO
 AA0861'THE RESORT, AND IS SET IN THE SOUTH CORNER OF THE PAD.
 AA0861
 AA0861                          STATION RECOVERY (1990)
 AA0861
 AA0861'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0861'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA0861'U.S. HIGHWAY 1 FOR 8.2 MI (13.2 KM) TO THE RAINBOW BEND RESORT AND
 AA0861'THE MARK, SET IN THE SOUTH CORNER OF THE PAD.  LOCATED 74.5 FT (22.7
 AA0861'M) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 42.6 FT (13.0 M)
 AA0861'SOUTH OF THE NORTH CORNER OF A CONCRETE WALL AT THE NORTH PROPERTY
 AA0861'CORNER, 20.5 FT (6.2 M) NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 AA0861'ENTRANCE DRIVE TO THE RESORT AND IS 0.5 FT (0.2 M) ABOVE THE GROUND
 AA0861'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0863 ***********************************************************************
 AA0863  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0863  DESIGNATION -  872 3933 TIDAL 5
 AA0863  PID         -  AA0863
 AA0863  STATE/COUNTY-  FL/MONROE
 AA0863  USGS QUAD   -  GRASSY KEY (1990)
 AA0863
 AA0863                         *CURRENT SURVEY CONTROL
 AA0863  ___________________________________________________________________
 AA0863* NAD 83(1986)-  24 45 20.     (N)    080 57 29.     (W)     SCALED    
 AA0863* NAVD 88     -         1.187  (meters)       3.89   (feet)  ADJUSTED  
 AA0863  ___________________________________________________________________
 AA0863  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AA0863  DYNAMIC HT  -           1.185 (meters)       3.89  (feet)  COMP
 AA0863  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 AA0863
 AA0863  VERT ORDER  -  FIRST     CLASS II
 AA0863
 AA0863.The horizontal coordinates were scaled from a topographic map and have
 AA0863.an estimated accuracy of +/- 6 seconds.
 AA0863
 AA0863.The orthometric height was determined by differential leveling
 AA0863.and adjusted by the National Geodetic Survey in May 1994..
 AA0863.WARNING-Repeat measurements at this control monument indicate possible
 AA0863.vertical movement.
 AA0863
 AA0863.This Tidal Bench Mark is designated as VM 6285
 AA0863.by the Center for Operational Oceanographic Products and Services.
 AA0863
 AA0863.The geoid height was determined by GEOID03.
 AA0863
 AA0863.The dynamic height is computed by dividing the NAVD 88
 AA0863.geopotential number by the normal gravity value computed on the
 AA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0863.degrees latitude (g = 980.6199 gals.).
 AA0863
 AA0863.The modeled gravity was interpolated from observed gravity values.
 AA0863
 AA0863;                    North         East    Units  Estimated Accuracy
 AA0863;SPC FL E     -    46,770.      204,240.      MT  (+/- 180 meters Scaled)
 AA0863
 AA0863                          SUPERSEDED SURVEY CONTROL
 AA0863
 AA0863  NAVD 88 (06/15/91)    1.194  (m)            3.92   (f) UNKNOWN     1 2
 AA0863  NGVD 29 (09/01/92)    1.637  (m)            5.37   (f) ADJUSTED    1 2
 AA0863
 AA0863.Superseded values are not recommended for survey control.
 AA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0863.See file dsdata.txt to determine how the superseded data were derived.
 AA0863
 AA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH042378(NAD 83)
 AA0863_MARKER: DJ = TIDAL STATION DISK
 AA0863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0863_SP_SET: CONCRETE WALKWAY
 AA0863_STAMPING: NO 5 1975
 AA0863_MARK LOGO: NOS   
 AA0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0863+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 AA0863
 AA0863  HISTORY     - Date     Condition        Report By
 AA0863  HISTORY     - 1975     MONUMENTED       NOS
 AA0863  HISTORY     - 1982     GOOD             FLDNR
 AA0863  HISTORY     - 19901019 GOOD             FLDNR
 AA0863  HISTORY     - 20060218 GOOD             USPSQD
 AA0863
 AA0863                          STATION DESCRIPTION
 AA0863
 AA0863'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0863'7.9 MI NE FROM MARATHON.
 AA0863'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0863'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK IS SET IN
 AA0863'THE WALK NEAR THE NORTHEAST ENTRANCE TO THE APARTMENT BUILDING AT THE
 AA0863'WEST CORNER OF THE PROPERTY AND IS 11.5 FEET NORTHWEST OF THE NORTH
 AA0863'CORNER OF THE BUILDING.
 AA0863
 AA0863                          STATION RECOVERY (1990)
 AA0863
 AA0863'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0863'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA0863'U.S. HIGHWAY 1 FOR 8.2 MI (13.2 KM) TO THE RAINBOW BEND RESORT AND
 AA0863'THE MARK, SET IN THE WALK NEAR THE NORTHEAST ENTRANCE TO THE
 AA0863'APARTMENT BUILDING AT THE WEST CORNER OF THE PROPERTY AND IS 11.5 FT
 AA0863'(3.5 M) NORTHWEST OF THE NORTH CORNER OF THE BUILDING.
 AA0863
 AA0863                          STATION RECOVERY (2006)
 AA0863
 AA0863'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0863'5 FOOT WESTERLY AND 1.5 FOOT INSIDE(SOUTHERLY)OF 6 FOOT WALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0871 ***********************************************************************
 AA0871  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0871  DESIGNATION -  872 3949 TIDAL 1
 AA0871  PID         -  AA0871
 AA0871  STATE/COUNTY-  FL/MONROE
 AA0871  USGS QUAD   -  MARATHON (1971)
 AA0871
 AA0871                         *CURRENT SURVEY CONTROL
 AA0871  ___________________________________________________________________
 AA0871* NAD 83(1986)-  24 44 02.     (N)    081 00 59.     (W)     SCALED    
 AA0871* NAVD 88     -         0.333  (meters)       1.09   (feet)  ADJUSTED  
 AA0871  ___________________________________________________________________
 AA0871  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0871  DYNAMIC HT  -           0.333 (meters)       1.09  (feet)  COMP
 AA0871  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0871
 AA0871  VERT ORDER  -  SECOND    CLASS I
 AA0871
 AA0871.The horizontal coordinates were scaled from a topographic map and have
 AA0871.an estimated accuracy of +/- 6 seconds.
 AA0871
 AA0871.The orthometric height was determined by differential leveling
 AA0871.and adjusted by the National Geodetic Survey in June 1991..
 AA0871
 AA0871.This Tidal Bench Mark is designated as VM 6288
 AA0871.by the Center for Operational Oceanographic Products and Services.
 AA0871
 AA0871.The geoid height was determined by GEOID03.
 AA0871
 AA0871.The dynamic height is computed by dividing the NAVD 88
 AA0871.geopotential number by the normal gravity value computed on the
 AA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0871.degrees latitude (g = 980.6199 gals.).
 AA0871
 AA0871.The modeled gravity was interpolated from observed gravity values.
 AA0871
 AA0871;                    North         East    Units  Estimated Accuracy
 AA0871;SPC FL E     -    44,370.      198,340.      MT  (+/- 180 meters Scaled)
 AA0871
 AA0871                          SUPERSEDED SURVEY CONTROL
 AA0871
 AA0871.No superseded survey control is available for this station.
 AA0871
 AA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH983354(NAD 83)
 AA0871_MARKER: DJ = TIDAL STATION DISK
 AA0871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0871_SP_SET: CONCRETE SEAWALL
 AA0871_STAMPING: NO 1 1975
 AA0871_MARK LOGO: NOS   
 AA0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0871+STABILITY: SURFACE MOTION
 AA0871
 AA0871  HISTORY     - Date     Condition        Report By
 AA0871  HISTORY     - 1975     MONUMENTED       NOS
 AA0871  HISTORY     - 1982     GOOD             FLDNR
 AA0871  HISTORY     - 20031123 POOR             USPSQD
 AA0871
 AA0871                          STATION DESCRIPTION
 AA0871
 AA0871'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0871'4.1 MI NE FROM MARATHON.
 AA0871'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0871'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0871'THE MARK.  THE MARK IS SET IN THE SEAWALL ALONG THE PARKING LOT
 AA0871'AND IS SOUTHWEST OF THE RESTAURANT.
 AA0871'THE MARK IS 2.0 FT BELOW PARKING LOT.
 AA0871
 AA0871                          STATION RECOVERY (2003)
 AA0871
 AA0871'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0871'MARK IS SET IN SEAWALL ALONG THE PARKING LOT AND IS TUCKED UNDER A
 AA0871'NEWLY POURED CONCRETE SIDEWALK. MARKER IS VISABLE BUT NOT READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0872 ***********************************************************************
 AA0872  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0872  DESIGNATION -  872 3949 TIDAL 2
 AA0872  PID         -  AA0872
 AA0872  STATE/COUNTY-  FL/MONROE
 AA0872  USGS QUAD   -  MARATHON (1971)
 AA0872
 AA0872                         *CURRENT SURVEY CONTROL
 AA0872  ___________________________________________________________________
 AA0872* NAD 83(1986)-  24 44 02.     (N)    081 00 59.     (W)     SCALED    
 AA0872* NAVD 88     -         1.376  (meters)       4.51   (feet)  ADJUSTED  
 AA0872  ___________________________________________________________________
 AA0872  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0872  DYNAMIC HT  -           1.373 (meters)       4.50  (feet)  COMP
 AA0872  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0872
 AA0872  VERT ORDER  -  SECOND    CLASS I
 AA0872
 AA0872.The horizontal coordinates were scaled from a topographic map and have
 AA0872.an estimated accuracy of +/- 6 seconds.
 AA0872
 AA0872.The orthometric height was determined by differential leveling
 AA0872.and adjusted by the National Geodetic Survey in June 1991..
 AA0872
 AA0872.This Tidal Bench Mark is designated as VM 6289
 AA0872.by the Center for Operational Oceanographic Products and Services.
 AA0872
 AA0872.The geoid height was determined by GEOID03.
 AA0872
 AA0872.The dynamic height is computed by dividing the NAVD 88
 AA0872.geopotential number by the normal gravity value computed on the
 AA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0872.degrees latitude (g = 980.6199 gals.).
 AA0872
 AA0872.The modeled gravity was interpolated from observed gravity values.
 AA0872
 AA0872;                    North         East    Units  Estimated Accuracy
 AA0872;SPC FL E     -    44,370.      198,340.      MT  (+/- 180 meters Scaled)
 AA0872
 AA0872                          SUPERSEDED SURVEY CONTROL
 AA0872
 AA0872.No superseded survey control is available for this station.
 AA0872
 AA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH983354(NAD 83)
 AA0872_MARKER: DJ = TIDAL STATION DISK
 AA0872_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0872+WITH SETTING: PAVEMENT
 AA0872_SP_SET: CONCRETE STEP
 AA0872_STAMPING: NO 2 1975
 AA0872_MARK LOGO: NOS   
 AA0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0872+STABILITY: SURFACE MOTION
 AA0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0872+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0872
 AA0872  HISTORY     - Date     Condition        Report By
 AA0872  HISTORY     - 1975     MONUMENTED       NOS
 AA0872  HISTORY     - 1982     GOOD             FLDNR
 AA0872  HISTORY     - 20031123 GOOD             USPSQD
 AA0872
 AA0872                          STATION DESCRIPTION
 AA0872
 AA0872'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0872'4.1 MI NE FROM MARATHON.
 AA0872'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0872'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0872'THE MARK.  THE MARK IS SET IN THE TOP OF THE FIRST CONCRETE STEP
 AA0872'AT THE SOUTHWEST DOOR TO THE RESTAURANT.
 AA0872'THE MARK IS 1 FT ABOVE GROUND.
 AA0872
 AA0872                          STATION RECOVERY (2003)
 AA0872
 AA0872'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0872'MARKER INSIDE OF 6' TALL WOOD ENCLOSURE. 18.4' WEST OF WEST SIDE OF
 AA0872'QUAY RESTAURANT. 14.4'EAST OF POWER/LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0873 ***********************************************************************
 AA0873  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0873  DESIGNATION -  872 3949 TIDAL 3
 AA0873  PID         -  AA0873
 AA0873  STATE/COUNTY-  FL/MONROE
 AA0873  USGS QUAD   -  MARATHON (1971)
 AA0873
 AA0873                         *CURRENT SURVEY CONTROL
 AA0873  ___________________________________________________________________
 AA0873* NAD 83(1986)-  24 44 02.     (N)    081 00 59.     (W)     SCALED    
 AA0873* NAVD 88     -         0.933  (meters)       3.06   (feet)  ADJUSTED  
 AA0873  ___________________________________________________________________
 AA0873  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0873  DYNAMIC HT  -           0.931 (meters)       3.05  (feet)  COMP
 AA0873  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0873
 AA0873  VERT ORDER  -  FIRST     CLASS II
 AA0873
 AA0873.The horizontal coordinates were scaled from a topographic map and have
 AA0873.an estimated accuracy of +/- 6 seconds.
 AA0873
 AA0873.The orthometric height was determined by differential leveling
 AA0873.and adjusted by the National Geodetic Survey in May 1994..
 AA0873
 AA0873.This Tidal Bench Mark is designated as VM 6290
 AA0873.by the Center for Operational Oceanographic Products and Services.
 AA0873
 AA0873.The geoid height was determined by GEOID03.
 AA0873
 AA0873.The dynamic height is computed by dividing the NAVD 88
 AA0873.geopotential number by the normal gravity value computed on the
 AA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0873.degrees latitude (g = 980.6199 gals.).
 AA0873
 AA0873.The modeled gravity was interpolated from observed gravity values.
 AA0873
 AA0873;                    North         East    Units  Estimated Accuracy
 AA0873;SPC FL E     -    44,370.      198,340.      MT  (+/- 180 meters Scaled)
 AA0873
 AA0873                          SUPERSEDED SURVEY CONTROL
 AA0873
 AA0873  NAVD 88 (06/15/91)    0.932  (m)            3.06   (f) UNKNOWN     1 2
 AA0873  NGVD 29 (09/01/92)    1.376  (m)            4.51   (f) ADJUSTED    1 2
 AA0873
 AA0873.Superseded values are not recommended for survey control.
 AA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0873.See file dsdata.txt to determine how the superseded data were derived.
 AA0873
 AA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH983354(NAD 83)
 AA0873_MARKER: DJ = TIDAL STATION DISK
 AA0873_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0873_SP_SET: SEAWALL
 AA0873_STAMPING: NO 3 1975
 AA0873_MARK LOGO: NOS   
 AA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0873+STABILITY: SURFACE MOTION
 AA0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0873+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0873
 AA0873  HISTORY     - Date     Condition        Report By
 AA0873  HISTORY     - 1975     MONUMENTED       NOS
 AA0873  HISTORY     - 1982     GOOD             FLDNR
 AA0873  HISTORY     - 19901031 GOOD             FLDNR
 AA0873  HISTORY     - 20031123 GOOD             USPSQD
 AA0873
 AA0873                          STATION DESCRIPTION
 AA0873
 AA0873'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0873'4.1 MI NE FROM MARATHON.
 AA0873'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0873'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0873'THE MARK.  THE MARK IS 51.7 FEET WEST OF THE WEST CORNER OF THE
 AA0873'RESTAURANT AND IS SET IN THE TOP OF THE SEAWALL ON THE EAST SIDE
 AA0873'OF THE BOAT BASIN.
 AA0873
 AA0873                          STATION RECOVERY (1990)
 AA0873
 AA0873'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0873'RECOVERED IN GOOD CONDITION AND AS DESCRIBED, ADD THAT THE IS LOCATED
 AA0873'75.3 FT (23.0 M) NORTHWEST OF BENCH MARK NO 2 1975, AND 80.0 FT (24.4
 AA0873'M) SOUTH-SOUTHEAST OF BENCH MARK NO 4 1975.
 AA0873
 AA0873                          STATION RECOVERY (2003)
 AA0873
 AA0873'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0873'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST ON U.S.
 AA0873'HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF THE MARK. THE
 AA0873'MARK IS 27' NW OF THE NW CORNER OF THE RESTAURANT AND IS SET IN THE
 AA0873'TOP OF THE SEAWALL ON THE EAST SIDE OF THE BOAT BASIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0874 ***********************************************************************
 AA0874  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0874  DESIGNATION -  872 3949 TIDAL 4
 AA0874  PID         -  AA0874
 AA0874  STATE/COUNTY-  FL/MONROE
 AA0874  USGS QUAD   -  MARATHON (1971)
 AA0874
 AA0874                         *CURRENT SURVEY CONTROL
 AA0874  ___________________________________________________________________
 AA0874* NAD 83(1986)-  24 44 02.     (N)    081 00 59.     (W)     SCALED    
 AA0874* NAVD 88     -         0.961  (meters)       3.15   (feet)  ADJUSTED  
 AA0874  ___________________________________________________________________
 AA0874  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0874  DYNAMIC HT  -           0.959 (meters)       3.15  (feet)  COMP
 AA0874  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0874
 AA0874  VERT ORDER  -  FIRST     CLASS II
 AA0874
 AA0874.The horizontal coordinates were scaled from a topographic map and have
 AA0874.an estimated accuracy of +/- 6 seconds.
 AA0874
 AA0874.The orthometric height was determined by differential leveling
 AA0874.and adjusted by the National Geodetic Survey in June 1991..
 AA0874
 AA0874.This Tidal Bench Mark is designated as VM 6291
 AA0874.by the Center for Operational Oceanographic Products and Services.
 AA0874
 AA0874.The geoid height was determined by GEOID03.
 AA0874
 AA0874.The dynamic height is computed by dividing the NAVD 88
 AA0874.geopotential number by the normal gravity value computed on the
 AA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0874.degrees latitude (g = 980.6199 gals.).
 AA0874
 AA0874.The modeled gravity was interpolated from observed gravity values.
 AA0874
 AA0874;                    North         East    Units  Estimated Accuracy
 AA0874;SPC FL E     -    44,370.      198,340.      MT  (+/- 180 meters Scaled)
 AA0874
 AA0874                          SUPERSEDED SURVEY CONTROL
 AA0874
 AA0874  NGVD 29 (09/01/92)    1.404  (m)            4.61   (f) ADJUSTED    1 2
 AA0874
 AA0874.Superseded values are not recommended for survey control.
 AA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0874.See file dsdata.txt to determine how the superseded data were derived.
 AA0874
 AA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH983354(NAD 83)
 AA0874_MARKER: DJ = TIDAL STATION DISK
 AA0874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0874_SP_SET: SEAWALL
 AA0874_STAMPING: NO 4 1975
 AA0874_MARK LOGO: NOS   
 AA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0874+STABILITY: SURFACE MOTION
 AA0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0874+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0874
 AA0874  HISTORY     - Date     Condition        Report By
 AA0874  HISTORY     - 1975     MONUMENTED       NOS
 AA0874  HISTORY     - 1982     GOOD             FLDNR
 AA0874  HISTORY     - 19901031 GOOD             FLDNR
 AA0874  HISTORY     - 20031123 GOOD             USPSQD
 AA0874
 AA0874                          STATION DESCRIPTION
 AA0874
 AA0874'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0874'4.1 MI NE FROM MARATHON.
 AA0874'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0874'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0874'THE MARK.  THE MARK IS SET IN THE SEAWALL ON THE EAST SIDE OF
 AA0874'THE BOAT BASIN, NORTHWEST OF THE WEST CORNER OF THE RESTAURANT,
 AA0874'AND 72.4 FEET SOUTHWEST OF THE SOUTH CORNER OF AN APARTMENT
 AA0874'BUILDING.
 AA0874
 AA0874                          STATION RECOVERY (1990)
 AA0874
 AA0874'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0874'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE APARTMENT
 AA0874'BUILDING IS NOW A TIKI BAR AND RESTAURANT, ADD THAT THE MARK IS
 AA0874'LOCATED 136.6 FT (41.6 M) WEST OF BENCH MARK NO 5 1975 AND 80.0 FT
 AA0874'(24.4 M) NORTH-NORTHWEST OF BENCH MARK NO 3 1975.
 AA0874
 AA0874                          STATION RECOVERY (2003)
 AA0874
 AA0874'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0875 ***********************************************************************
 AA0875  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0875  DESIGNATION -  872 3949 TIDAL 5
 AA0875  PID         -  AA0875
 AA0875  STATE/COUNTY-  FL/MONROE
 AA0875  USGS QUAD   -  MARATHON (1971)
 AA0875
 AA0875                         *CURRENT SURVEY CONTROL
 AA0875  ___________________________________________________________________
 AA0875* NAD 83(1986)-  24 44 02.     (N)    081 00 59.     (W)     SCALED    
 AA0875* NAVD 88     -         1.725  (meters)       5.66   (feet)  ADJUSTED  
 AA0875  ___________________________________________________________________
 AA0875  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0875  DYNAMIC HT  -           1.722 (meters)       5.65  (feet)  COMP
 AA0875  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0875
 AA0875  VERT ORDER  -  SECOND    CLASS I
 AA0875
 AA0875.The horizontal coordinates were scaled from a topographic map and have
 AA0875.an estimated accuracy of +/- 6 seconds.
 AA0875
 AA0875.The orthometric height was determined by differential leveling
 AA0875.and adjusted by the National Geodetic Survey in June 1991..
 AA0875
 AA0875.This Tidal Bench Mark is designated as VM 6292
 AA0875.by the Center for Operational Oceanographic Products and Services.
 AA0875
 AA0875.The geoid height was determined by GEOID03.
 AA0875
 AA0875.The dynamic height is computed by dividing the NAVD 88
 AA0875.geopotential number by the normal gravity value computed on the
 AA0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0875.degrees latitude (g = 980.6199 gals.).
 AA0875
 AA0875.The modeled gravity was interpolated from observed gravity values.
 AA0875
 AA0875;                    North         East    Units  Estimated Accuracy
 AA0875;SPC FL E     -    44,370.      198,340.      MT  (+/- 180 meters Scaled)
 AA0875
 AA0875                          SUPERSEDED SURVEY CONTROL
 AA0875
 AA0875.No superseded survey control is available for this station.
 AA0875
 AA0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH983354(NAD 83)
 AA0875_MARKER: DJ = TIDAL STATION DISK
 AA0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0875_SP_SET: CONCRETE PAD FOR GUY TOWER
 AA0875_STAMPING: NO 5 1975
 AA0875_MARK LOGO: NOS   
 AA0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0875+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0875
 AA0875  HISTORY     - Date     Condition        Report By
 AA0875  HISTORY     - 1975     MONUMENTED       NOS
 AA0875  HISTORY     - 1982     GOOD             FLDNR
 AA0875  HISTORY     - 20031123 GOOD             USPSQD
 AA0875
 AA0875                          STATION DESCRIPTION
 AA0875
 AA0875'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0875'4.1 MI NE FROM MARATHON.
 AA0875'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0875'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0875'THE MARK.  THE MARK IS NORTH OF THE NORTH CORNER OF THE RESTAURANT,
 AA0875'AND 37.0 FEET SOUTHEAST OF THE EAST CORNER OF AN APARTMENT
 AA0875'BUILDING.
 AA0875
 AA0875                          STATION RECOVERY (2003)
 AA0875
 AA0875'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0875'THE MARK IS NORTH OF THE NORTH CORNER OF THE QUAY RESTAURANT, AND 34.0
 AA0875'FEET SOUTHEAST OF THE EAST CORNTER OF THE QUAY TIKI BAR, NORTH OF THE
 AA0875'QUAY RESTAURANT. MARKER IS LOCATED ON TOP OF A CONCRETE ANCHOR BLOCK
 AA0875'APPROX 3' X 3' X 3', 12 FOOT WEST OF EDGE OF BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0885 ***********************************************************************
 AA0885  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0885  DESIGNATION -  872 3950 D TIDAL
 AA0885  PID         -  AA0885
 AA0885  STATE/COUNTY-  FL/MONROE
 AA0885  USGS QUAD   -  MARATHON (1971)
 AA0885
 AA0885                         *CURRENT SURVEY CONTROL
 AA0885  ___________________________________________________________________
 AA0885* NAD 83(1986)-  24 43 50.     (N)    081 01 47.     (W)     SCALED    
 AA0885* NAVD 88     -         1.520  (meters)       4.99   (feet)  ADJUSTED  
 AA0885  ___________________________________________________________________
 AA0885  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA0885  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 AA0885  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0885
 AA0885  VERT ORDER  -  SECOND    CLASS I
 AA0885
 AA0885.The horizontal coordinates were scaled from a topographic map and have
 AA0885.an estimated accuracy of +/- 6 seconds.
 AA0885
 AA0885.The orthometric height was determined by differential leveling
 AA0885.and adjusted by the National Geodetic Survey in June 1991..
 AA0885
 AA0885.This Tidal Bench Mark is designated as VM 14236
 AA0885.by the Center for Operational Oceanographic Products and Services.
 AA0885
 AA0885.The geoid height was determined by GEOID03.
 AA0885
 AA0885.The dynamic height is computed by dividing the NAVD 88
 AA0885.geopotential number by the normal gravity value computed on the
 AA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0885.degrees latitude (g = 980.6199 gals.).
 AA0885
 AA0885.The modeled gravity was interpolated from observed gravity values.
 AA0885
 AA0885;                    North         East    Units  Estimated Accuracy
 AA0885;SPC FL E     -    44,000.      196,990.      MT  (+/- 180 meters Scaled)
 AA0885
 AA0885                          SUPERSEDED SURVEY CONTROL
 AA0885
 AA0885.No superseded survey control is available for this station.
 AA0885
 AA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969351(NAD 83)
 AA0885_MARKER: DJ = TIDAL STATION DISK
 AA0885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0885_SP_SET: CONCRETE DOCK AND SEAWALL
 AA0885_STAMPING: 3950 D 1982
 AA0885_MARK LOGO: NOS   
 AA0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0885+STABILITY: SURFACE MOTION
 AA0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0885+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA0885
 AA0885  HISTORY     - Date     Condition        Report By
 AA0885  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0885  HISTORY     - 1986     GOOD             FLDNR
 AA0885  HISTORY     - 20040207 GOOD             USPSQD
 AA0885
 AA0885                          STATION DESCRIPTION
 AA0885
 AA0885'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0885'3.2 MI NE FROM MARATHON.
 AA0885'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0885'HIGHWAY 1 TO CAPTAIN HOOK MARINA AND THE MARK.  THE MARK BEARS 46.1
 AA0885'FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE MARINA OFFICE BUILDING,
 AA0885'11.1 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF THE ALLEY BEHIND
 AA0885'THE OFFICE BUILDING, AND 5.1 FEET SOUTHWEST OF THE MOST SOUTHEASTERN
 AA0885'BOAT HOIST.
 AA0885'THE MARK IS 2 FT ABOVE DOCK WALKWAY.
 AA0885
 AA0885                          STATION RECOVERY (1986)
 AA0885
 AA0885'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0885'RECOVERED IN GOOD CONDITION.
 AA0885
 AA0885                          STATION RECOVERY (2004)
 AA0885
 AA0885'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0884 ***********************************************************************
 AA0884  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0884  DESIGNATION -  872 3950 E TIDAL
 AA0884  PID         -  AA0884
 AA0884  STATE/COUNTY-  FL/MONROE
 AA0884  USGS QUAD   -  MARATHON (1971)
 AA0884
 AA0884                         *CURRENT SURVEY CONTROL
 AA0884  ___________________________________________________________________
 AA0884* NAD 83(1986)-  24 43 50.     (N)    081 01 47.     (W)     SCALED    
 AA0884* NAVD 88     -         1.645  (meters)       5.40   (feet)  ADJUSTED  
 AA0884  ___________________________________________________________________
 AA0884  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA0884  DYNAMIC HT  -           1.642 (meters)       5.39  (feet)  COMP
 AA0884  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0884
 AA0884  VERT ORDER  -  SECOND    CLASS I
 AA0884
 AA0884.The horizontal coordinates were scaled from a topographic map and have
 AA0884.an estimated accuracy of +/- 6 seconds.
 AA0884
 AA0884.The orthometric height was determined by differential leveling
 AA0884.and adjusted by the National Geodetic Survey in June 1991..
 AA0884
 AA0884.This Tidal Bench Mark is designated as VM 14237
 AA0884.by the Center for Operational Oceanographic Products and Services.
 AA0884
 AA0884.The geoid height was determined by GEOID03.
 AA0884
 AA0884.The dynamic height is computed by dividing the NAVD 88
 AA0884.geopotential number by the normal gravity value computed on the
 AA0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0884.degrees latitude (g = 980.6199 gals.).
 AA0884
 AA0884.The modeled gravity was interpolated from observed gravity values.
 AA0884
 AA0884;                    North         East    Units  Estimated Accuracy
 AA0884;SPC FL E     -    44,000.      196,990.      MT  (+/- 180 meters Scaled)
 AA0884
 AA0884                          SUPERSEDED SURVEY CONTROL
 AA0884
 AA0884.No superseded survey control is available for this station.
 AA0884
 AA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969351(NAD 83)
 AA0884_MARKER: DJ = TIDAL STATION DISK
 AA0884_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0884+WITH SETTING: PAVEMENT
 AA0884_SP_SET: CONCRETE PLATFORM
 AA0884_STAMPING: 3950 E 1982
 AA0884_MARK LOGO: NOS   
 AA0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0884+STABILITY: SURFACE MOTION
 AA0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0884+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA0884
 AA0884  HISTORY     - Date     Condition        Report By
 AA0884  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0884  HISTORY     - 1986     GOOD             FLDNR
 AA0884  HISTORY     - 20040207 GOOD             USPSQD
 AA0884
 AA0884                          STATION DESCRIPTION
 AA0884
 AA0884'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0884'3.2 MI NE FROM MARATHON.
 AA0884'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0884'HIGHWAY 1 TO CAPTAIN HOOK MARINA AND THE MARK.  THE MARK BEARS 9.5
 AA0884'FEET SOUTHEAST OF THE SOUTH CORNER OF THE MARINA OFFICE BUILDING,
 AA0884'13.0 FEET NORTHWEST OF THE CENTERLINE OF THE ALLEY BEHIND THE OFFICE
 AA0884'BUILDING, AND 98.8 FEET WEST-SOUTHWEST OF TIDAL BENCH MARK
 AA0884'3950 D 1982.
 AA0884'THE MARK IS 2 FT ABOVE ALLEY.
 AA0884
 AA0884                          STATION RECOVERY (1986)
 AA0884
 AA0884'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0884'RECOVERED IN GOOD CONDITION.
 AA0884
 AA0884                          STATION RECOVERY (2004)
 AA0884
 AA0884'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0886 ***********************************************************************
 AA0886  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0886  DESIGNATION -  872 3950 F TIDAL
 AA0886  PID         -  AA0886
 AA0886  STATE/COUNTY-  FL/MONROE
 AA0886  USGS QUAD   -  MARATHON (1971)
 AA0886
 AA0886                         *CURRENT SURVEY CONTROL
 AA0886  ___________________________________________________________________
 AA0886* NAD 83(1986)-  24 43 50.     (N)    081 01 47.     (W)     SCALED    
 AA0886* NAVD 88     -         1.306  (meters)       4.28   (feet)  ADJUSTED  
 AA0886  ___________________________________________________________________
 AA0886  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA0886  DYNAMIC HT  -           1.304 (meters)       4.28  (feet)  COMP
 AA0886  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0886
 AA0886  VERT ORDER  -  SECOND    CLASS I
 AA0886
 AA0886.The horizontal coordinates were scaled from a topographic map and have
 AA0886.an estimated accuracy of +/- 6 seconds.
 AA0886
 AA0886.The orthometric height was determined by differential leveling
 AA0886.and adjusted by the National Geodetic Survey in June 1991..
 AA0886
 AA0886.This Tidal Bench Mark is designated as VM 14238
 AA0886.by the Center for Operational Oceanographic Products and Services.
 AA0886
 AA0886.The geoid height was determined by GEOID03.
 AA0886
 AA0886.The dynamic height is computed by dividing the NAVD 88
 AA0886.geopotential number by the normal gravity value computed on the
 AA0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0886.degrees latitude (g = 980.6199 gals.).
 AA0886
 AA0886.The modeled gravity was interpolated from observed gravity values.
 AA0886
 AA0886;                    North         East    Units  Estimated Accuracy
 AA0886;SPC FL E     -    44,000.      196,990.      MT  (+/- 180 meters Scaled)
 AA0886
 AA0886                          SUPERSEDED SURVEY CONTROL
 AA0886
 AA0886.No superseded survey control is available for this station.
 AA0886
 AA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969351(NAD 83)
 AA0886_MARKER: DJ = TIDAL STATION DISK
 AA0886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0886_SP_SET: CONCRETE SEAWALL
 AA0886_STAMPING: 3950 F 1982
 AA0886_MARK LOGO: NOS   
 AA0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0886+STABILITY: SURFACE MOTION
 AA0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0886+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA0886
 AA0886  HISTORY     - Date     Condition        Report By
 AA0886  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0886  HISTORY     - 1986     GOOD             FLDNR
 AA0886  HISTORY     - 20040207 GOOD             USPSQD
 AA0886
 AA0886                          STATION DESCRIPTION
 AA0886
 AA0886'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0886'3.2 MI NE FROM MARATHON.
 AA0886'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0886'HIGHWAY 1 TO CAPTAIN HOOK MARINA AND THE MARK.  THE MARK IS SOUTHWEST
 AA0886'OF CAPTAIN HOOKS MARINA, 35.8 FEET SOUTHWEST OF THE SOUTH CORNER OF
 AA0886'THE TICKET OFFICE FOR THE DEEP SEA FISHING BOAT MARATHON LADY, 28.0
 AA0886'FEET SOUTHEAST OF THE CENTERLINE OF THE ALLEY, AND 101.0 FEET
 AA0886'NORTHEAST OF THE SOUTHWEST END OF THE SEAWALL.
 AA0886'THE MARK IS 3 FT ABOVE WOODEN DOCK.
 AA0886
 AA0886                          STATION RECOVERY (1986)
 AA0886
 AA0886'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0886'RECOVERED IN GOOD CONDITION.
 AA0886
 AA0886                          STATION RECOVERY (2004)
 AA0886
 AA0886'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1640 ***********************************************************************
 AA1640  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1640  DESIGNATION -  872 3950 G TIDAL
 AA1640  PID         -  AA1640
 AA1640  STATE/COUNTY-  FL/MONROE
 AA1640  USGS QUAD   -  MARATHON (1971)
 AA1640
 AA1640                         *CURRENT SURVEY CONTROL
 AA1640  ___________________________________________________________________
 AA1640* NAD 83(1986)-  24 43 49.     (N)    081 01 47.     (W)     SCALED    
 AA1640* NAVD 88     -         5.809  (meters)      19.06   (feet)  ADJUSTED  
 AA1640  ___________________________________________________________________
 AA1640  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA1640  DYNAMIC HT  -           5.799 (meters)      19.03  (feet)  COMP
 AA1640  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA1640
 AA1640  VERT ORDER  -  FIRST     CLASS II
 AA1640
 AA1640.The horizontal coordinates were scaled from a topographic map and have
 AA1640.an estimated accuracy of +/- 6 seconds.
 AA1640
 AA1640.The orthometric height was determined by differential leveling
 AA1640.and adjusted by the National Geodetic Survey in June 1991..
 AA1640
 AA1640.This Tidal Bench Mark is designated as VM 14239
 AA1640.by the Center for Operational Oceanographic Products and Services.
 AA1640
 AA1640.The geoid height was determined by GEOID03.
 AA1640
 AA1640.The dynamic height is computed by dividing the NAVD 88
 AA1640.geopotential number by the normal gravity value computed on the
 AA1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1640.degrees latitude (g = 980.6199 gals.).
 AA1640
 AA1640.The modeled gravity was interpolated from observed gravity values.
 AA1640
 AA1640;                    North         East    Units  Estimated Accuracy
 AA1640;SPC FL E     -    43,970.      196,990.      MT  (+/- 180 meters Scaled)
 AA1640
 AA1640                          SUPERSEDED SURVEY CONTROL
 AA1640
 AA1640  NGVD 29 (09/01/92)    6.252  (m)           20.51   (f) ADJUSTED    1 2
 AA1640
 AA1640.Superseded values are not recommended for survey control.
 AA1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1640.See file dsdata.txt to determine how the superseded data were derived.
 AA1640
 AA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969350(NAD 83)
 AA1640_MARKER: DB = BENCH MARK DISK
 AA1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1640_SP_SET: CONCRETE BRIDGE RAIL
 AA1640_STAMPING: 3950 G
 AA1640_MARK LOGO: FLDT  
 AA1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1640+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1640
 AA1640  HISTORY     - Date     Condition        Report By
 AA1640  HISTORY     - UNK      MONUMENTED       FLDT
 AA1640  HISTORY     - 1986     GOOD             FLDNR
 AA1640  HISTORY     - 19901026 GOOD             FLDNR
 AA1640  HISTORY     - 20040207 GOOD             USPSQD
 AA1640
 AA1640                          STATION DESCRIPTION
 AA1640
 AA1640'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1640'3.2 MI NE FROM MARATHON.
 AA1640'THE MARK IS 2.8 FT ABOVE HIGHWAY.
 AA1640'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA1640'HIGHWAY 1 TO THE SOUTHWEST CORNER OF THE BRIDGE OVER VACA CUT.  THE
 AA1640'MARK BEARS 19.6 FEET EAST OF THE WEST END OF THE CONCRETE BRIDGE RAIL
 AA1640'AND 17.6 FEET SOUTH OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AA1640'1.  THE MARK WAS STAMPED BY THIS PARTY.
 AA1640
 AA1640                          STATION RECOVERY (1990)
 AA1640
 AA1640'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1640'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1640'U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE SOUTHEAST CORNER OF THE
 AA1640'BRIDGE OVER VACA CUT.  LOCATED 19.6 FT (6.0 M) EAST OF THE WEST END
 AA1640'OF THE CONCRETE BRIDGE RAIL, 17.6 FT (5.4 M) SOUTH OF THE CENTERLINE
 AA1640'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE
 AA1640'THE HIGHWAY.  NOTE--THE MARK WAS STAMPED BY THIS PARTY IN 1986.
 AA1640
 AA1640                          STATION RECOVERY (2004)
 AA1640
 AA1640'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1639 ***********************************************************************
 AA1639  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1639  DESIGNATION -  872 3950 H TIDAL
 AA1639  PID         -  AA1639
 AA1639  STATE/COUNTY-  FL/MONROE
 AA1639  USGS QUAD   -  MARATHON (1971)
 AA1639
 AA1639                         *CURRENT SURVEY CONTROL
 AA1639  ___________________________________________________________________
 AA1639* NAD 83(1986)-  24 43 49.     (N)    081 01 44.     (W)     SCALED    
 AA1639* NAVD 88     -         5.827  (meters)      19.12   (feet)  ADJUSTED  
 AA1639  ___________________________________________________________________
 AA1639  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA1639  DYNAMIC HT  -           5.817 (meters)      19.08  (feet)  COMP
 AA1639  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA1639
 AA1639  VERT ORDER  -  FIRST     CLASS II
 AA1639
 AA1639.The horizontal coordinates were scaled from a topographic map and have
 AA1639.an estimated accuracy of +/- 6 seconds.
 AA1639
 AA1639.The orthometric height was determined by differential leveling
 AA1639.and adjusted by the National Geodetic Survey in June 1991..
 AA1639
 AA1639.This Tidal Bench Mark is designated as VM 14240
 AA1639.by the Center for Operational Oceanographic Products and Services.
 AA1639
 AA1639.The geoid height was determined by GEOID03.
 AA1639
 AA1639.The dynamic height is computed by dividing the NAVD 88
 AA1639.geopotential number by the normal gravity value computed on the
 AA1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1639.degrees latitude (g = 980.6199 gals.).
 AA1639
 AA1639.The modeled gravity was interpolated from observed gravity values.
 AA1639
 AA1639;                    North         East    Units  Estimated Accuracy
 AA1639;SPC FL E     -    43,970.      197,080.      MT  (+/- 180 meters Scaled)
 AA1639
 AA1639                          SUPERSEDED SURVEY CONTROL
 AA1639
 AA1639  NGVD 29 (09/01/92)    6.270  (m)           20.57   (f) ADJUSTED    1 2
 AA1639
 AA1639.Superseded values are not recommended for survey control.
 AA1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1639.See file dsdata.txt to determine how the superseded data were derived.
 AA1639
 AA1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH970350(NAD 83)
 AA1639_MARKER: DD = SURVEY DISK
 AA1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1639_SP_SET: CONCRETE BRIDGE RAIL
 AA1639_STAMPING: 3950 H
 AA1639_MARK LOGO: FLDT  
 AA1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1639+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1639
 AA1639  HISTORY     - Date     Condition        Report By
 AA1639  HISTORY     - UNK      MONUMENTED       FLDT
 AA1639  HISTORY     - 1986     GOOD             FLDNR
 AA1639  HISTORY     - 19901026 GOOD             FLDNR
 AA1639  HISTORY     - 20040207 GOOD             USPSQD
 AA1639
 AA1639                          STATION DESCRIPTION
 AA1639
 AA1639'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1639'3.25 MI NE FROM MARATHON.
 AA1639'THE MARK IS 2.8 FT ABOVE HIGHWAY.
 AA1639'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.25 MILES NORTHEAST ON U.S.
 AA1639'HIGHWAY 1 TO THE NORTHEAST CORNER OF THE BRIDGE OVER VACA CUT.  THE
 AA1639'MARK BEARS 17.4 FEET NORTH OF THE SOUTHBOUND LANE OF U.S. 1 AND 19.5
 AA1639'FEET WEST OF THE EAST END OF THE CONCRETE BRIDGE RAIL.  THE MARK WAS
 AA1639'STAMPED BY THIS PARTY.
 AA1639
 AA1639                          STATION RECOVERY (1990)
 AA1639
 AA1639'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1639'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1639'U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) 1 TO THE SOUTHEAST CORNER OF THE
 AA1639'BRIDGE OVER VACA CUT.  LOCATED 19.6 FT (6.0 M) EAST OF THE WEST END
 AA1639'OF THE CONCRETE BRIDGE RAIL, 17.6 FT (5.4 M) SOUTH OF THE CENTERLINE
 AA1639'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE
 AA1639'THE HIGHWAY.  NOTE--THE MARK WAS STAMPED BY THIS PARTY IN 1986.
 AA1639
 AA1639                          STATION RECOVERY (2004)
 AA1639
 AA1639'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1697 ***********************************************************************
 AA1697  DESIGNATION -  872 3950 K TIDAL
 AA1697  PID         -  AA1697
 AA1697  STATE/COUNTY-  FL/MONROE
 AA1697  USGS QUAD   -  MARATHON (1971)
 AA1697
 AA1697                         *CURRENT SURVEY CONTROL
 AA1697  ___________________________________________________________________
 AA1697* NAD 83(1986)-  24 43 46.     (N)    081 01 52.     (W)     SCALED    
 AA1697* NAVD 88     -         1.274  (meters)       4.18   (feet)  ADJUSTED  
 AA1697  ___________________________________________________________________
 AA1697  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA1697  DYNAMIC HT  -           1.272 (meters)       4.17  (feet)  COMP
 AA1697  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA1697
 AA1697  VERT ORDER  -  FIRST     CLASS II
 AA1697
 AA1697.The horizontal coordinates were scaled from a topographic map and have
 AA1697.an estimated accuracy of +/- 6 seconds.
 AA1697
 AA1697.The orthometric height was determined by differential leveling
 AA1697.and adjusted by the National Geodetic Survey in May 1994..
 AA1697
 AA1697.The geoid height was determined by GEOID03.
 AA1697
 AA1697.The dynamic height is computed by dividing the NAVD 88
 AA1697.geopotential number by the normal gravity value computed on the
 AA1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1697.degrees latitude (g = 980.6199 gals.).
 AA1697
 AA1697.The modeled gravity was interpolated from observed gravity values.
 AA1697
 AA1697;                    North         East    Units  Estimated Accuracy
 AA1697;SPC FL E     -    43,870.      196,850.      MT  (+/- 180 meters Scaled)
 AA1697
 AA1697                          SUPERSEDED SURVEY CONTROL
 AA1697
 AA1697  NGVD 29 (09/01/92)    1.717  (m)            5.63   (f) ADJUSTED    1 2
 AA1697
 AA1697.Superseded values are not recommended for survey control.
 AA1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1697.See file dsdata.txt to determine how the superseded data were derived.
 AA1697
 AA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH968349(NAD 83)
 AA1697_MARKER: DB = BENCH MARK DISK
 AA1697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1697_SP_SET: BRIDGE WALKWAY
 AA1697_STAMPING: 3950 K
 AA1697_MARK LOGO: FLDT  
 AA1697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1697+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1697
 AA1697  HISTORY     - Date     Condition        Report By
 AA1697  HISTORY     - UNK      MONUMENTED       FLDT
 AA1697  HISTORY     - 19901026 GOOD             FLDNR
 AA1697  HISTORY     - 20040207 GOOD             USPSQD
 AA1697
 AA1697                          STATION DESCRIPTION
 AA1697
 AA1697'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1697'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1697'U.S. HIGHWAY 1 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF 117TH
 AA1697'STREET, TURN AND GO SOUTH ON 117TH STREET FOR 0.1 MI (0.2 KM) TO THE
 AA1697'SOUTHWEST CORNER OF THE VACA CHANNEL NUMBER 1 BRIDGE AND THE MARK.
 AA1697'LOCATED 12.5 FT (3.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF 117TH
 AA1697'STREET, 3.4 FT (1.0 M) EAST-NORTHEAST OF THE EAST FACE OF THE WEST
 AA1697'BRIDGE RAIL, 1.7 FT (0.5 M) NORTH-NORTHEAST OF THE SOUTH END OF THE
 AA1697'WALKWAY AND IS 0.5 FT (0.2 M) ABOVE THE HIGHWAY.  NOTE--THE MARK WAS
 AA1697'STAMPED BY THIS PARTY.
 AA1697
 AA1697                          STATION RECOVERY (2004)
 AA1697
 AA1697'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1698 ***********************************************************************
 AA1698  DESIGNATION -  872 3950 L TIDAL
 AA1698  PID         -  AA1698
 AA1698  STATE/COUNTY-  FL/MONROE
 AA1698  USGS QUAD   -  MARATHON (1971)
 AA1698
 AA1698                         *CURRENT SURVEY CONTROL
 AA1698  ___________________________________________________________________
 AA1698* NAD 83(1986)-  24 43 46.     (N)    081 01 56.     (W)     SCALED    
 AA1698* NAVD 88     -         1.296  (meters)       4.25   (feet)  ADJUSTED  
 AA1698  ___________________________________________________________________
 AA1698  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA1698  DYNAMIC HT  -           1.294 (meters)       4.25  (feet)  COMP
 AA1698  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA1698
 AA1698  VERT ORDER  -  FIRST     CLASS II
 AA1698
 AA1698.The horizontal coordinates were scaled from a topographic map and have
 AA1698.an estimated accuracy of +/- 6 seconds.
 AA1698
 AA1698.The orthometric height was determined by differential leveling
 AA1698.and adjusted by the National Geodetic Survey in May 1994..
 AA1698
 AA1698.The geoid height was determined by GEOID03.
 AA1698
 AA1698.The dynamic height is computed by dividing the NAVD 88
 AA1698.geopotential number by the normal gravity value computed on the
 AA1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1698.degrees latitude (g = 980.6199 gals.).
 AA1698
 AA1698.The modeled gravity was interpolated from observed gravity values.
 AA1698
 AA1698;                    North         East    Units  Estimated Accuracy
 AA1698;SPC FL E     -    43,870.      196,740.      MT  (+/- 180 meters Scaled)
 AA1698
 AA1698                          SUPERSEDED SURVEY CONTROL
 AA1698
 AA1698  NGVD 29 (09/01/92)    1.739  (m)            5.71   (f) ADJUSTED    1 2
 AA1698
 AA1698.Superseded values are not recommended for survey control.
 AA1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1698.See file dsdata.txt to determine how the superseded data were derived.
 AA1698
 AA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH967349(NAD 83)
 AA1698_MARKER: DJ = TIDAL STATION DISK
 AA1698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1698_SP_SET: BRIDGE WALKWAY
 AA1698_STAMPING: 3950 L 1987
 AA1698_MARK LOGO: NOS   
 AA1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1698+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1698
 AA1698  HISTORY     - Date     Condition        Report By
 AA1698  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1698  HISTORY     - 20040207 GOOD             USPSQD
 AA1698
 AA1698                          STATION DESCRIPTION
 AA1698
 AA1698'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1698'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1698'U.S. HIGHWAY 1 FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF 116TH
 AA1698'STREET, TURN AND GO SOUTH ON 116TH STREET FOR 0.05 MI (0.08 KM) TO
 AA1698'THE NORTHEAST CORNER OF THE VENICE WATERWAY BRIDGE AND THE MARK.
 AA1698'LOCATED 15.5 FT (4.7 M) EAST-NORTHEAST OF THE CENTERLINE OF 116TH
 AA1698'STREET, 8.4 FT (2.6 M) WEST-SOUTHWEST OF THE WEST FACE OF THE EAST
 AA1698'RAIL, 0.5 FT (0.2 M) SOUTH-SOUTHWEST OF THE NORTH END OF THE WALKWAY
 AA1698'AND IS 1.0 FT (0.3 M) ABOVE THE HIGHWAY.
 AA1698
 AA1698                          STATION RECOVERY (2004)
 AA1698
 AA1698'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1698'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1698'U.S. HIGHWAY 1 FOR 3.05 MI (4.91 KM) TO THE INTERSECTION
 AA1698'OF 116TH STREET, TURN AND GO SOUTH ON 115TH STREET FOR
 AA1698'0.05 MI (0.08 KM) TO THE NORTHEAST CORNER OF THE VENICE
 AA1698'WATERWAY BRIDGE AND THE MARK. LOCATED 15.5 FT (4.7 M)
 AA1698'EAST-NORTHEAST OF THE CENTERLINE OF 116TH STREET,
 AA1698'43.3 FT ( 13.9 M) NORTH-NORTHEAST OF FLORIDA STATE
 AA1698'BENCHMARK LOCATED ON SOUTHWEST CORNER OF VENICE WATERWAY BRIDGE
 AA1698'WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0327 ***********************************************************************
 AA0327  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0327  DESIGNATION -  872 3950 TIDAL 1
 AA0327  PID         -  AA0327
 AA0327  STATE/COUNTY-  FL/MONROE
 AA0327  USGS QUAD   -  MARATHON (1971)
 AA0327
 AA0327                         *CURRENT SURVEY CONTROL
 AA0327  ___________________________________________________________________
 AA0327* NAD 83(1986)-  24 43 46.     (N)    081 01 48.     (W)     SCALED    
 AA0327* NAVD 88     -         1.433  (meters)       4.70   (feet)  ADJUSTED  
 AA0327  ___________________________________________________________________
 AA0327  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA0327  DYNAMIC HT  -           1.431 (meters)       4.69  (feet)  COMP
 AA0327  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0327
 AA0327  VERT ORDER  -  FIRST     CLASS II
 AA0327
 AA0327.The horizontal coordinates were scaled from a topographic map and have
 AA0327.an estimated accuracy of +/- 6 seconds.
 AA0327
 AA0327.The orthometric height was determined by differential leveling
 AA0327.and adjusted by the National Geodetic Survey in June 1991..
 AA0327.WARNING-Repeat measurements at this control monument indicate possible
 AA0327.vertical movement.
 AA0327
 AA0327.This Tidal Bench Mark is designated as VM 14234
 AA0327.by the Center for Operational Oceanographic Products and Services.
 AA0327
 AA0327.The geoid height was determined by GEOID03.
 AA0327
 AA0327.The dynamic height is computed by dividing the NAVD 88
 AA0327.geopotential number by the normal gravity value computed on the
 AA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0327.degrees latitude (g = 980.6199 gals.).
 AA0327
 AA0327.The modeled gravity was interpolated from observed gravity values.
 AA0327
 AA0327;                    North         East    Units  Estimated Accuracy
 AA0327;SPC FL E     -    43,870.      196,970.      MT  (+/- 180 meters Scaled)
 AA0327
 AA0327                          SUPERSEDED SURVEY CONTROL
 AA0327
 AA0327.No superseded survey control is available for this station.
 AA0327
 AA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969349(NAD 83)
 AA0327_MARKER: DJ = TIDAL STATION DISK
 AA0327_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA0327_SP_SET: CONCRETE BULKHEAD
 AA0327_STAMPING: NO 1 1966
 AA0327_MARK LOGO: CGS   
 AA0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0327+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA0327
 AA0327  HISTORY     - Date     Condition        Report By
 AA0327  HISTORY     - 1966     MONUMENTED       CGS
 AA0327  HISTORY     - 1970     GOOD             NGS
 AA0327  HISTORY     - 1978     POOR             NGS
 AA0327  HISTORY     - 1982     GOOD             FLDNR
 AA0327  HISTORY     - 1986     GOOD             FLDNR
 AA0327  HISTORY     - 20040207 GOOD             USPSQD
 AA0327
 AA0327                          STATION DESCRIPTION
 AA0327
 AA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0327'3.2 MI E FROM MARATHON.
 AA0327'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 AA0327'MARATHON, ON MARATHON SHORES, SET ON THE TOP OF A CONCRETE SEA
 AA0327'WALL, 109.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 109.4
 AA0327'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE KEY VIADUCT CUT
 AA0327'BRIDGE AND TIDAL BENCH MARK 2 (SRD), 32 FEET EAST OF THE NORTHEAST
 AA0327'CORNER OF THE LEONARDS BAIT AND TACKLE SHOP, 36 FEET SOUTH OF
 AA0327'THE NORTH END OF THE SEA WALL AND ABOUT 5 FEET BELOW THE LEVEL
 AA0327'OF THE HIGHWAY.
 AA0327
 AA0327                          STATION RECOVERY (1970)
 AA0327
 AA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0327'RECOVERED IN GOOD CONDITION.
 AA0327
 AA0327                          STATION RECOVERY (1978)
 AA0327
 AA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0327'MARK RECOVERED IN POOR CONDITION.
 AA0327
 AA0327                          STATION RECOVERY (1982)
 AA0327
 AA0327'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0327'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0327'DELETE LEONARD BAIT AND TACKLE SHOP, AND ADD CAPTAIN HOOKS MARINA.
 AA0327'ALSO, A 4-INCH DEEP CONCRETE PATIO WAS BUILT OVER THE SEAWALL BUT AN
 AA0327'OPENING WAS LEFT FOR ACCESS TO THE MARK.  THE MARK IS RECESSED 4
 AA0327'INCHES IN THE CONCRETE.
 AA0327
 AA0327                          STATION RECOVERY (1986)
 AA0327
 AA0327'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0327'RECOVERED IN GOOD CONDITION.
 AA0327
 AA0327                          STATION RECOVERY (2004)
 AA0327
 AA0327'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0327'THE ABOVE DESCRIPTIONS ACCURATE ENOUGH TO LOCATE MARKER ALTHOUGH THE
 AA0327'HIGHWAY HAS BEEN REBUILT TO A MUCH HIGHER ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0329 ***********************************************************************
 AA0329  DESIGNATION -  872 3950 TIDAL 4
 AA0329  PID         -  AA0329
 AA0329  STATE/COUNTY-  FL/MONROE
 AA0329  USGS QUAD   -  MARATHON (1971)
 AA0329
 AA0329                         *CURRENT SURVEY CONTROL
 AA0329  ___________________________________________________________________
 AA0329* NAD 83(1986)-  24 43 48.     (N)    081 01 49.     (W)     SCALED    
 AA0329* NAVD 88     -         1.431  (meters)       4.69   (feet)  ADJUSTED  
 AA0329  ___________________________________________________________________
 AA0329  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AA0329  DYNAMIC HT  -           1.428 (meters)       4.68  (feet)  COMP
 AA0329  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0329
 AA0329  VERT ORDER  -  SECOND    CLASS 0
 AA0329
 AA0329.The horizontal coordinates were scaled from a topographic map and have
 AA0329.an estimated accuracy of +/- 6 seconds.
 AA0329
 AA0329.The orthometric height was determined by differential leveling
 AA0329.and adjusted by the National Geodetic Survey in June 1991..
 AA0329
 AA0329.The geoid height was determined by GEOID03.
 AA0329
 AA0329.The dynamic height is computed by dividing the NAVD 88
 AA0329.geopotential number by the normal gravity value computed on the
 AA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0329.degrees latitude (g = 980.6199 gals.).
 AA0329
 AA0329.The modeled gravity was interpolated from observed gravity values.
 AA0329
 AA0329;                    North         East    Units  Estimated Accuracy
 AA0329;SPC FL E     -    43,940.      196,940.      MT  (+/- 180 meters Scaled)
 AA0329
 AA0329                          SUPERSEDED SURVEY CONTROL
 AA0329
 AA0329  NGVD 29 (??/??/92)    1.87   (m)            6.1    (f) COMPUTED    2 0
 AA0329
 AA0329.Superseded values are not recommended for survey control.
 AA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0329.See file dsdata.txt to determine how the superseded data were derived.
 AA0329
 AA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969350(NAD 83)
 AA0329_MARKER: DB = BENCH MARK DISK
 AA0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0329_SP_SET: SEAWALL
 AA0329_STAMPING: NO 4 1970
 AA0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0329
 AA0329  HISTORY     - Date     Condition        Report By
 AA0329  HISTORY     - 1970     MONUMENTED       NGS
 AA0329  HISTORY     - 1978     POOR             NGS
 AA0329  HISTORY     - 1982     MARK NOT FOUND   FLDNR
 AA0329  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AA0329
 AA0329                          STATION DESCRIPTION
 AA0329
 AA0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AA0329'3.2 MI E FROM MARATHON.
 AA0329'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0329'AT MARATHON, AT MARATHON SHORES, SET ON THE TOP OF A CONCRETE
 AA0329'SEAWALL ALONG THE WEST SIDE OF KEY VACA CUT, 47 FEET NORTHEAST
 AA0329'OF THE NORTHEAST CORNER OF THE NICKS SPORTING GOODS AND BAIT
 AA0329'SHOP, 77 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE KEY VACA
 AA0329'CUT VIADUCT, 77 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AA0329'0.5 FOOT WEST OF THE EAST EDGE OF THE SEAWALL, 2.4 FEET SOUTH
 AA0329'OF THE NORTH END OF THE SEAWALL, 33.4 FEET NORTH OF BENCH MARK
 AA0329'NO. 1 1966 DESCRIBED AND ABOUT 7 FEET BELOW THE LEVEL OF THE
 AA0329'HIGHWAY.
 AA0329
 AA0329                          STATION RECOVERY (1978)
 AA0329
 AA0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0329'MARK RECOVERED IN POOR CONDITION.
 AA0329
 AA0329                          STATION RECOVERY (1982)
 AA0329
 AA0329'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0329'MARK NOT FOUND.
 AA0329
 AA0329                          STATION RECOVERY (2004)
 AA0329
 AA0329'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0329'MARKER NOT FOUND BUT PROBABLY COVERED OVER BY 4 INCH CONCRETE SIDEWALK
 AA0329'OVERLAY AND UNDER RECENTLY BUILT STORAGE SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0883 ***********************************************************************
 AA0883  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0883  DESIGNATION -  872 3962 A TIDAL
 AA0883  PID         -  AA0883
 AA0883  STATE/COUNTY-  FL/MONROE
 AA0883  USGS QUAD   -  MARATHON (1971)
 AA0883
 AA0883                         *CURRENT SURVEY CONTROL
 AA0883  ___________________________________________________________________
 AA0883* NAD 83(1986)-  24 43 19.     (N)    081 01 04.     (W)     SCALED    
 AA0883* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 AA0883  ___________________________________________________________________
 AA0883  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0883  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 AA0883  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 AA0883
 AA0883  VERT ORDER  -  SECOND    CLASS I
 AA0883
 AA0883.The horizontal coordinates were scaled from a topographic map and have
 AA0883.an estimated accuracy of +/- 6 seconds.
 AA0883
 AA0883.The orthometric height was determined by differential leveling
 AA0883.and adjusted by the National Geodetic Survey in June 1991..
 AA0883
 AA0883.This Tidal Bench Mark is designated as VM 678
 AA0883.by the Center for Operational Oceanographic Products and Services.
 AA0883
 AA0883.The geoid height was determined by GEOID03.
 AA0883
 AA0883.The dynamic height is computed by dividing the NAVD 88
 AA0883.geopotential number by the normal gravity value computed on the
 AA0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0883.degrees latitude (g = 980.6199 gals.).
 AA0883
 AA0883.The modeled gravity was interpolated from observed gravity values.
 AA0883
 AA0883;                    North         East    Units  Estimated Accuracy
 AA0883;SPC FL E     -    43,040.      198,200.      MT  (+/- 180 meters Scaled)
 AA0883
 AA0883                          SUPERSEDED SURVEY CONTROL
 AA0883
 AA0883.No superseded survey control is available for this station.
 AA0883
 AA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH982341(NAD 83)
 AA0883_MARKER: DJ = TIDAL STATION DISK
 AA0883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0883_SP_SET: CONCRETE SEAWALL
 AA0883_STAMPING: A 3962 1976
 AA0883_MARK LOGO: NOS   
 AA0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0883+STABILITY: SURFACE MOTION
 AA0883
 AA0883  HISTORY     - Date     Condition        Report By
 AA0883  HISTORY     - 1976     MONUMENTED       NOS
 AA0883  HISTORY     - 1982     GOOD             FLDNR
 AA0883  HISTORY     - 20031123 GOOD             USPSQD
 AA0883
 AA0883                          STATION DESCRIPTION
 AA0883
 AA0883'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0883'0.9 MI SE FROM KEY COLONY BEACH.
 AA0883'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0883'MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH APARTMENTS
 AA0883'AND THE MARK.  THE MARK IS AT THE SOUTH END OF THE SEAWALL ON THE WEST
 AA0883'SIDE OF THE APARTMENTS, 36.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AA0883'OF THE MOST SOUTHWESTERN APARTMENT BUILDING, AND 15.4 FEET WEST OF THE
 AA0883'CENTER OF THE WALKWAY TO THE PIER.
 AA0883'THE MARK IS 1.5 FT BELOW GROUND.
 AA0883
 AA0883                          STATION RECOVERY (2003)
 AA0883
 AA0883'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0883'1982 DESCRIPTION CORRECT WITH THE FOLLOWING ADDITIONS. 7.5 INCHES FROM
 AA0883'THE SOUTHWEST CORNER OF CONCRETE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0882 ***********************************************************************
 AA0882  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0882  DESIGNATION -  872 3962 B TIDAL
 AA0882  PID         -  AA0882
 AA0882  STATE/COUNTY-  FL/MONROE
 AA0882  USGS QUAD   -  MARATHON (1971)
 AA0882
 AA0882                         *CURRENT SURVEY CONTROL
 AA0882  ___________________________________________________________________
 AA0882* NAD 83(1986)-  24 43 19.     (N)    081 01 04.     (W)     SCALED    
 AA0882* NAVD 88     -         1.084  (meters)       3.56   (feet)  ADJUSTED  
 AA0882  ___________________________________________________________________
 AA0882  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0882  DYNAMIC HT  -           1.082 (meters)       3.55  (feet)  COMP
 AA0882  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 AA0882
 AA0882  VERT ORDER  -  SECOND    CLASS I
 AA0882
 AA0882.The horizontal coordinates were scaled from a topographic map and have
 AA0882.an estimated accuracy of +/- 6 seconds.
 AA0882
 AA0882.The orthometric height was determined by differential leveling
 AA0882.and adjusted by the National Geodetic Survey in June 1991..
 AA0882
 AA0882.This Tidal Bench Mark is designated as VM 679
 AA0882.by the Center for Operational Oceanographic Products and Services.
 AA0882
 AA0882.The geoid height was determined by GEOID03.
 AA0882
 AA0882.The dynamic height is computed by dividing the NAVD 88
 AA0882.geopotential number by the normal gravity value computed on the
 AA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0882.degrees latitude (g = 980.6199 gals.).
 AA0882
 AA0882.The modeled gravity was interpolated from observed gravity values.
 AA0882
 AA0882;                    North         East    Units  Estimated Accuracy
 AA0882;SPC FL E     -    43,040.      198,200.      MT  (+/- 180 meters Scaled)
 AA0882
 AA0882                          SUPERSEDED SURVEY CONTROL
 AA0882
 AA0882.No superseded survey control is available for this station.
 AA0882
 AA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH982341(NAD 83)
 AA0882_MARKER: DJ = TIDAL STATION DISK
 AA0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0882_SP_SET: CONCRETE SEAWALL
 AA0882_STAMPING: B 3962 1976
 AA0882_MARK LOGO: NOS   
 AA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0882+STABILITY: SURFACE MOTION
 AA0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0882+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0882
 AA0882  HISTORY     - Date     Condition        Report By
 AA0882  HISTORY     - 1976     MONUMENTED       NOS
 AA0882  HISTORY     - 1982     GOOD             FLDNR
 AA0882  HISTORY     - 20031123 GOOD             USPSQD
 AA0882
 AA0882                          STATION DESCRIPTION
 AA0882
 AA0882'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0882'0.9 MI SE FROM KEY COLONY BEACH.
 AA0882'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0882'MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH APARTMENTS
 AA0882'AND THE MARK.  THE MARK IS SET IN THE SEAWALL ON THE WEST SIDE OF THE
 AA0882'APARTMENTS, 45.2 FEET NORTHWEST OF THE WEST CORNER OF THE
 AA0882'SOUTHWESTERNMOST APARTMENT BUILDING, 28.5 FEET SOUTHWEST OF THE WEST
 AA0882'CORNER OF THE SWIMMING POOL, AND 24.O FEET SOUTHEAST OF THE NORTHWEST
 AA0882'END OF THE SEAWALL.
 AA0882
 AA0882                          STATION RECOVERY (2003)
 AA0882
 AA0882'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0882'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0882'MILES SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH
 AA0882'APARTMENTS AND THE MARK. THE MARK IS SET IN THE SEAWALL ON THE WEST
 AA0882'SIDE OF THE APARTMENTS, 45.2 FEET NORTHWEST OF THE WEST CORNER OF THE
 AA0882'SOUTHWESTERNMOST APARTMENT BUILDING, 28.5 FEET SOUTHWEST OF THE WEST
 AA0882'CORNER OF THE POOL'S PUMPHOUSE, 56.3 FEET SOUTH OF THE WEST CORNER OF
 AA0882'THE POOL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0880 ***********************************************************************
 AA0880  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0880  DESIGNATION -  872 3962 C TIDAL
 AA0880  PID         -  AA0880
 AA0880  STATE/COUNTY-  FL/MONROE
 AA0880  USGS QUAD   -  MARATHON (1971)
 AA0880
 AA0880                         *CURRENT SURVEY CONTROL
 AA0880  ___________________________________________________________________
 AA0880* NAD 83(1986)-  24 43 19.     (N)    081 01 04.     (W)     SCALED    
 AA0880* NAVD 88     -         1.259  (meters)       4.13   (feet)  ADJUSTED  
 AA0880  ___________________________________________________________________
 AA0880  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0880  DYNAMIC HT  -           1.257 (meters)       4.12  (feet)  COMP
 AA0880  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 AA0880
 AA0880  VERT ORDER  -  SECOND    CLASS I
 AA0880
 AA0880.The horizontal coordinates were scaled from a topographic map and have
 AA0880.an estimated accuracy of +/- 6 seconds.
 AA0880
 AA0880.The orthometric height was determined by differential leveling
 AA0880.and adjusted by the National Geodetic Survey in June 1991..
 AA0880
 AA0880.This Tidal Bench Mark is designated as VM 680
 AA0880.by the Center for Operational Oceanographic Products and Services.
 AA0880
 AA0880.The geoid height was determined by GEOID03.
 AA0880
 AA0880.The dynamic height is computed by dividing the NAVD 88
 AA0880.geopotential number by the normal gravity value computed on the
 AA0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0880.degrees latitude (g = 980.6199 gals.).
 AA0880
 AA0880.The modeled gravity was interpolated from observed gravity values.
 AA0880
 AA0880;                    North         East    Units  Estimated Accuracy
 AA0880;SPC FL E     -    43,040.      198,200.      MT  (+/- 180 meters Scaled)
 AA0880
 AA0880                          SUPERSEDED SURVEY CONTROL
 AA0880
 AA0880.No superseded survey control is available for this station.
 AA0880
 AA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH982341(NAD 83)
 AA0880_MARKER: DJ = TIDAL STATION DISK
 AA0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0880_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AA0880_STAMPING: C 3962 1976
 AA0880_MARK LOGO: NOS   
 AA0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0880+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0880
 AA0880  HISTORY     - Date     Condition        Report By
 AA0880  HISTORY     - 1976     MONUMENTED       NOS
 AA0880  HISTORY     - 1982     GOOD             FLDNR
 AA0880  HISTORY     - 20031123 GOOD             USPSQD
 AA0880
 AA0880                          STATION DESCRIPTION
 AA0880
 AA0880'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0880'IN KEY COLONY BEACH.
 AA0880'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0880'GO 0.8 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE KEY
 AA0880'COLONY BEACH CITY HALL AND THE MARK.  THE MARK BEARS 76.0 FEET
 AA0880'WEST OF THE CENTERLINE OF KEY COLONY BEACH ROAD, 31.9 FEET
 AA0880'NORTH OF THE CENTERLINE OF WEST OCEAN DRIVE, AND 59.4 FEET
 AA0880'SOUTHEAST OF THE SOUTHEAST CORNER OF CITY HALL.
 AA0880
 AA0880                          STATION RECOVERY (2003)
 AA0880
 AA0880'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0880'1982 DESCRIPTION CORRECT WITHT THE FOLLOWING CHANGES, 40 FEET
 AA0880'SOUTHEAST OF THE SOUTHEAST CORNER OF CITY HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0878 ***********************************************************************
 AA0878  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0878  DESIGNATION -  872 3962 D TIDAL
 AA0878  PID         -  AA0878
 AA0878  STATE/COUNTY-  FL/MONROE
 AA0878  USGS QUAD   -  MARATHON (1971)
 AA0878
 AA0878                         *CURRENT SURVEY CONTROL
 AA0878  ___________________________________________________________________
 AA0878* NAD 83(1986)-  24 43 26.     (N)    081 01 05.     (W)     SCALED    
 AA0878* NAVD 88     -         0.701  (meters)       2.30   (feet)  ADJUSTED  
 AA0878  ___________________________________________________________________
 AA0878  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0878  DYNAMIC HT  -           0.700 (meters)       2.30  (feet)  COMP
 AA0878  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0878
 AA0878  VERT ORDER  -  SECOND    CLASS I
 AA0878
 AA0878.The horizontal coordinates were scaled from a topographic map and have
 AA0878.an estimated accuracy of +/- 6 seconds.
 AA0878
 AA0878.The orthometric height was determined by differential leveling
 AA0878.and adjusted by the National Geodetic Survey in June 1991..
 AA0878
 AA0878.This Tidal Bench Mark is designated as VM 681
 AA0878.by the Center for Operational Oceanographic Products and Services.
 AA0878
 AA0878.The geoid height was determined by GEOID03.
 AA0878
 AA0878.The dynamic height is computed by dividing the NAVD 88
 AA0878.geopotential number by the normal gravity value computed on the
 AA0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0878.degrees latitude (g = 980.6199 gals.).
 AA0878
 AA0878.The modeled gravity was interpolated from observed gravity values.
 AA0878
 AA0878;                    North         East    Units  Estimated Accuracy
 AA0878;SPC FL E     -    43,260.      198,170.      MT  (+/- 180 meters Scaled)
 AA0878
 AA0878                          SUPERSEDED SURVEY CONTROL
 AA0878
 AA0878.No superseded survey control is available for this station.
 AA0878
 AA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH981343(NAD 83)
 AA0878_MARKER: DJ = TIDAL STATION DISK
 AA0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0878_SP_SET: CONCRETE SEAWALL
 AA0878_STAMPING: D 3962 1976
 AA0878_MARK LOGO: NOS   
 AA0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0878+STABILITY: SURFACE MOTION
 AA0878
 AA0878  HISTORY     - Date     Condition        Report By
 AA0878  HISTORY     - 1976     MONUMENTED       NOS
 AA0878  HISTORY     - 1982     GOOD             FLDNR
 AA0878  HISTORY     - 20031123 MARK NOT FOUND   USPSQD
 AA0878
 AA0878                          STATION DESCRIPTION
 AA0878
 AA0878'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0878'IN KEY COLONY BEACH.
 AA0878'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0878'GO 0.6 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE KEY
 AA0878'COLONY BEACH MARINA AND THE MARK.  THE MARK BEARS 101.2 FEET
 AA0878'NORTHWEST OF THE WEST CORNER OF THE MARINA OFFICE BUILDING,
 AA0878'49.5 FEET NORTHEAST OF THE CENTERLINE OF KEY COLONY BEACH
 AA0878'ROAD, AND IS BETWEEN THE 8TH AND 9TH CONCRETE POLES NORTHWEST
 AA0878'OF THE SOUTH CORNER OF THE BOAT BASIN.
 AA0878
 AA0878                          STATION RECOVERY (2003)
 AA0878
 AA0878'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0878'POSSIBLY CAPPED BY NEW CONCRETE DOCK/SIDEWALK. CONCRETE POLES NOT
 AA0878'EVIDENT AND CORNER OF MARINA OFFICE BUILDING APPEARS TO HAVE CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0879 ***********************************************************************
 AA0879  CBN         -  This is a Cooperative Base Network Control Station.
 AA0879  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0879  DESIGNATION -  872 3962 E TIDAL
 AA0879  PID         -  AA0879
 AA0879  STATE/COUNTY-  FL/MONROE
 AA0879  USGS QUAD   -  MARATHON (1971)
 AA0879
 AA0879                         *CURRENT SURVEY CONTROL
 AA0879  ___________________________________________________________________
 AA0879* NAD 83(1999)-  24 43 20.86205(N)    081 01 05.06962(W)     ADJUSTED  
 AA0879* NAVD 88     -         0.959  (meters)       3.15   (feet)  ADJUSTED  
 AA0879  ___________________________________________________________________
 AA0879  X           -     905,031.776 (meters)                     COMP
 AA0879  Y           -  -5,725,835.840 (meters)                     COMP
 AA0879  Z           -   2,651,171.395 (meters)                     COMP
 AA0879  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AA0879  ELLIP HEIGHT-         -21.41  (meters)          (05/31/01) GPS OBS
 AA0879  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0879  DYNAMIC HT  -           0.958 (meters)       3.14  (feet)  COMP
 AA0879  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 AA0879
 AA0879  HORZ ORDER  -  B
 AA0879  VERT ORDER  -  FIRST     CLASS II
 AA0879  ELLP ORDER  -  FIFTH     CLASS I
 AA0879
 AA0879.The horizontal coordinates were established by GPS observations
 AA0879.and adjusted by the National Geodetic Survey in May 2001..
 AA0879
 AA0879.The orthometric height was determined by differential leveling
 AA0879.and adjusted by the National Geodetic Survey in May 1994..
 AA0879
 AA0879.This Tidal Bench Mark is designated as VM 682
 AA0879.by the Center for Operational Oceanographic Products and Services.
 AA0879
 AA0879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0879
 AA0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0879
 AA0879.The ellipsoidal height was determined by GPS observations
 AA0879.and is referenced to NAD 83.
 AA0879
 AA0879.The geoid height was determined by GEOID03.
 AA0879
 AA0879.The dynamic height is computed by dividing the NAVD 88
 AA0879.geopotential number by the normal gravity value computed on the
 AA0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0879.degrees latitude (g = 980.6199 gals.).
 AA0879
 AA0879.The modeled gravity was interpolated from observed gravity values.
 AA0879
 AA0879;                    North         East     Units Scale Factor Converg.
 AA0879;SPC FL E     -    43,099.740   198,171.368   MT  0.99994122   -0 00 27.2
 AA0879;SPC FL E     -   141,403.06    650,167.23   sFT  0.99994122   -0 00 27.2
 AA0879;UTM  17      - 2,734,217.016   498,171.992   MT  0.99960004   -0 00 27.2
 AA0879
 AA0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0879!SPC FL E     -   1.00000336  x   0.99994122  =   0.99994458
 AA0879!UTM  17      -   1.00000336  x   0.99960004  =   0.99960340
 AA0879
 AA0879                          SUPERSEDED SURVEY CONTROL
 AA0879
 AA0879  NAD 83(1990)-  24 43 20.86047(N)    081 01 05.06886(W) AD(       ) B
 AA0879  ELLIP H (09/13/90)  -21.37   (m)                       GP(       ) 4 1
 AA0879  NAVD 88 (06/15/91)    0.978  (m)            3.21   (f) UNKNOWN     1 2
 AA0879  NGVD 29 (09/01/92)    1.403  (m)            4.60   (f) ADJUSTED    1 2
 AA0879
 AA0879.Superseded values are not recommended for survey control.
 AA0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0879.See file dsdata.txt to determine how the superseded data were derived.
 AA0879
 AA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9817234217(NAD 83)
 AA0879_MARKER: DJ = TIDAL STATION DISK
 AA0879_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0879_SP_SET: SEWER PUMP STATION WET WALL
 AA0879_STAMPING: 3962 E 1978
 AA0879_MARK LOGO: NOS   
 AA0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0879+STABILITY: SURFACE MOTION
 AA0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0879+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0879
 AA0879  HISTORY     - Date     Condition        Report By
 AA0879  HISTORY     - 1978     MONUMENTED       NOS
 AA0879  HISTORY     - 1982     GOOD             FLDNR
 AA0879  HISTORY     - 1989     GOOD             NGS
 AA0879  HISTORY     - 19901031 GOOD             FLDNR
 AA0879  HISTORY     - 19911127 GOOD
 AA0879  HISTORY     - 19920131 GOOD             NOS
 AA0879  HISTORY     - 19940215 GOOD             KEISCH
 AA0879  HISTORY     - 20031123 GOOD             USPSQD
 AA0879
 AA0879                          STATION DESCRIPTION
 AA0879
 AA0879'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0879'IN KEY COLONY BEACH.
 AA0879'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0879'GO 0.7 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE MARK.
 AA0879'THE MARK BEARS 14 FEET NORTHEAST OF THE CENTERLINE OF THE
 AA0879'ROAD, 435 FEET NORTH OF THE FLAGPOLE IN FRONT OF CITY HALL,
 AA0879'AND IS SET IN THE TOP OF THE CONCRETE BOX FOR A SEWAGE
 AA0879'PUMPING STATION.
 AA0879
 AA0879                          STATION RECOVERY (1989)
 AA0879
 AA0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA0879'THE STATION IS LOCATED IN THE TOWN OF KEY COLONY BEACH, JUST EAST OF
 AA0879'MARATHON, JUST NORTHEAST OF KEY COLONY BEACH CITY HALL, AT THE EAST
 AA0879'SIDE OF SUDOWSKI CAUSEWAY, AT A SANITARY SEWER PUMP STATION AND ON THE
 AA0879'EAST RIGHT-OF-WAY OF KEY COLONY BEACH ROAD.  OWNERSHIP--CITY OF KEY
 AA0879'COLONY BEACH.
 AA0879'TO REACH THE STATION FROM THE EAST END OF SEVEN-MILE BRIDGE, LOCATED
 AA0879'AT THE WEST EDGE OF MARATHON, GO EAST ALONG U.S. HIGHWAY 1 FOR 10.4 KM
 AA0879'(6.45 MI) TO THE JUNCTION OF KEY COLONY BEACH ROAD ON THE RIGHT, THEN
 AA0879'GO RIGHT, SOUTH, ALONG KEY COLONY BEACH ROAD FOR 1.1 KM (0.70 MI) TO
 AA0879'THE STATION ON THE LEFT AT A SEWER PUMP STATION.
 AA0879'THE STATION IS SET IN THE MIDDLE AND AT THE NORTH EDGE OF A 12 FT BY 5
 AA0879'FT CONCRETE SEWER WET WALL, LEVEL WITH THE SURFACE OF THE GROUND AND
 AA0879'ABOUT LEVEL WITH THE ROAD.  LOCATED 1.8 M (5.9 FT) WEST OF A UTILITY
 AA0879'SUPPORT POLE, 4.6 M (15.1 FT) SOUTH OF A GUYED POWERLINE POLE AND
 AA0879'ABOUT 133 M (436.4 FT) NORTHEAST AND ACROSS ROAD FROM A FLAGPOLE AT
 AA0879'THE NORTHEAST CORNER OF CITY HALL, 4.0 M (13.1 FT) EAST OF THE
 AA0879'CENTERLINE OF THE ROAD AND NEAR THE SOUTHWEST CORNER OF A BOAT TRAILER
 AA0879'PARKING AREA.
 AA0879'DESCRIBED BY G.F. SMITH.
 AA0879
 AA0879                          STATION RECOVERY (1990)
 AA0879
 AA0879'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0879'RECOVERED IN GOOD CONDITION.
 AA0879
 AA0879                          STATION RECOVERY (1991)
 AA0879
 AA0879'RECOVERED 1991
 AA0879'RECOVERED IN GOOD CONDITION.
 AA0879
 AA0879                          STATION RECOVERY (1992)
 AA0879
 AA0879'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AA0879'THE STATION IS LOCATED IN THE TOWN OF KEY COLONY BEACH, JUST EAST OF
 AA0879'MARATHON AND NORTHEAST OF KEY COLONY BEACH CITY HALL, AT THE EAST SIDE
 AA0879'OF SUDOWSKI CAUSEWAY AT A SANITARY SEWER PUMP STATION AND ON THE EAST
 AA0879'RIGHT OF WAY OF KEY COLONY BEACH ROAD.
 AA0879'TO REACH THE STATION FROM THE
 AA0879'EAST END OF SEVEN MILE BRIDGE HEAD EAST ALONG US HIGHWAY 1 FOR 6.45 M
 AA0879'(21.16 FT) TO THE JUNCTION OF KEY COLONY BEACH ROAD ON THE RIGHT
 AA0879'THEN,TURN RIGHT (SOUTH) ALONG KEY COLONY BEACH ROAD FOR 0.70 MI (1.13
 AA0879'KM) TO THE STATION ON THE LEFT AT A SEWER PUMP STATION.
 AA0879'THE STATION
 AA0879'IS SET IN THE MIDDLE AND AT THE NORTH EDGE OF A 12 FT (3.66 M) BY 5 FT
 AA0879'(1.52 M) CONCRETE SEWER WET WALL, LEVEL WITH THE SURFACE OF THE GROUND
 AA0879'AND ABOUT LEVEL WITH THE ROAD. THE STATION IS 5.9 FT (1.80 M) WEST OF
 AA0879'A UTILITY SUPPORT POLE, 15.1 FT (4.60 M) SOUTH OF A GUYED POWERLINE
 AA0879'POLE, ABOUT 436.4 FT (133.01 M) NORTHEAST AND ACROSS THE ROAD FROM A
 AA0879'FLAGPOLE AT THE NORTHEAST CORNER OF CITY HALL, 13.1 FT (3.99 M) EAST
 AA0879'OF THE CENTERLINE OF THE ROAD AND NEAR THE SOUTHWEST CORNER OF A BOAT
 AA0879'TRAILER PARKING AREA. THE STATION IS STAMPED 8723962 E TIDAL AND THE
 AA0879'DATUM POINT IS THE PUNCH HOLE IN THE CENTER OF THE DISK.
 AA0879
 AA0879                          STATION RECOVERY (1994)
 AA0879
 AA0879'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0879'THE STATION IS LOCATED IN THE CITY OF KEY COLONY BEACH, IN THE EAST
 AA0879'RIGHT-OF-WAY OF KEY COLONY BEACH CAUSEWAY IN MONROE COUNTY, FLORIDA.
 AA0879'TO REACH THE STATION FROM THE VOLUNTEER FIRE DEPARTMENT STATION NO 2
 AA0879'IN FRONT OF THE MARATHON AIRPORT, GO EAST NORTHEAST ON U.S. 1 FOR 2.04
 AA0879'MI (3.28 KM) TO THE INTERSECTION WITH KEY COLONY BEACH CAUSEWAY. TURN
 AA0879'RIGHT AND GO SOUTH ON KEY COLONY BEACH CAUSEWAY FOR 0.68 MI (1.09 KM)
 AA0879'TO A SANITARY LIFT STATION ON THE LEFT AND THE STATION ON THE LEFT.
 AA0879'THE STATION LIES 18 FT (5.5 M) EAST OF THE CENTERLINE OF THE KEY
 AA0879'COLONY BEACH CAUSEWAY, 17.6 FT (5.4 M) SOUTH OF A WOOD POWER POLE, AND
 AA0879'7.5 FT (2.3 M) WEST OF A CARSONITE WITNESS POST. THE STATION IS A
 AA0879'NATIONAL OCEAN SERVICE BENCHMARK DISC, SET IN A CONCRETE SLAB FOR A
 AA0879'SEWER LIFT STATION, STAMPED "3962 E 1978". REFERENCES-- KEITH AND
 AA0879'SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC AZIMUTH
 AA0879'OF 264 DEGREES AT 6.30 FT (1.92 M) . KEITH AND SCHNARS NAIL AND DISC,
 AA0879'SET IN THE WEST FACE OF A WOOD POWER POLE, MAGNETIC AZIMUTH OF 6
 AA0879'DEGREES AT 17.63 FT (5.37 M) . X-CUT, SET IN THE EAST SIDE OF A
 AA0879'CONCRETE SLAB FOR A LIFT STATION, MAGNETIC AZIMUTH OF 101 DEGREES AT
 AA0879'8.19 FT (2.50 M) . SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 82
 AA0879'DEGREES AT 7.53 FT (2.30 M) .
 AA0879
 AA0879                          STATION RECOVERY (2003)
 AA0879
 AA0879'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1712 ***********************************************************************
 AA1712  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1712  DESIGNATION -  872 3962 F TIDAL
 AA1712  PID         -  AA1712
 AA1712  STATE/COUNTY-  FL/MONROE
 AA1712  USGS QUAD   -  MARATHON (1971)
 AA1712
 AA1712                         *CURRENT SURVEY CONTROL
 AA1712  ___________________________________________________________________
 AA1712* NAD 83(1986)-  24 43 24.     (N)    081 01 06.     (W)     SCALED    
 AA1712* NAVD 88     -         0.484  (meters)       1.59   (feet)  ADJUSTED  
 AA1712  ___________________________________________________________________
 AA1712  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA1712  DYNAMIC HT  -           0.483 (meters)       1.58  (feet)  COMP
 AA1712  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA1712
 AA1712  VERT ORDER  -  FIRST     CLASS II
 AA1712
 AA1712.The horizontal coordinates were scaled from a topographic map and have
 AA1712.an estimated accuracy of +/- 6 seconds.
 AA1712
 AA1712.The orthometric height was determined by differential leveling
 AA1712.and adjusted by the National Geodetic Survey in May 1994..
 AA1712
 AA1712.This Tidal Bench Mark is designated as VM 684
 AA1712.by the Center for Operational Oceanographic Products and Services.
 AA1712
 AA1712.The geoid height was determined by GEOID03.
 AA1712
 AA1712.The dynamic height is computed by dividing the NAVD 88
 AA1712.geopotential number by the normal gravity value computed on the
 AA1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1712.degrees latitude (g = 980.6199 gals.).
 AA1712
 AA1712.The modeled gravity was interpolated from observed gravity values.
 AA1712
 AA1712;                    North         East    Units  Estimated Accuracy
 AA1712;SPC FL E     -    43,200.      198,150.      MT  (+/- 180 meters Scaled)
 AA1712
 AA1712                          SUPERSEDED SURVEY CONTROL
 AA1712
 AA1712  NGVD 29 (09/01/92)    0.928  (m)            3.04   (f) ADJUSTED    1 2
 AA1712
 AA1712.Superseded values are not recommended for survey control.
 AA1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1712.See file dsdata.txt to determine how the superseded data were derived.
 AA1712
 AA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH981343(NAD 83)
 AA1712_MARKER: DJ = TIDAL STATION DISK
 AA1712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1712_SP_SET: STAINLESS STEEL ROD
 AA1712_STAMPING: 3962 F 1984
 AA1712_MARK LOGO: NOS   
 AA1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1712+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1990
 AA1712
 AA1712  HISTORY     - Date     Condition        Report By
 AA1712  HISTORY     - 1984     MONUMENTED       NOS
 AA1712  HISTORY     - 19901031 GOOD             FLDNR
 AA1712  HISTORY     - 20031123 MARK NOT FOUND   USPSQD
 AA1712
 AA1712                          STATION DESCRIPTION
 AA1712
 AA1712'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1712'TO REACH THE MARK FROM THE CITY HALL FOR KEY COLONY BEACH, GO NORTH
 AA1712'ON KEY COLONY BEACH ROAD (SUDOWSKI CAUSEWAY) FOR 0.05 MI.  (0.08 KM)
 AA1712'LOCATED 627.0 FT (191.1 M) NORTH OF THE NORTHEAST CORNER OF KEY
 AA1712'COLONY BEACH CITY HALL, 85.5 FT (26.1 M) WEST OF THE SOUTHWEST CORNER
 AA1712'OF THE KEY COLONY BEACH SHOPPING CENTER BUILDING, 19.5 FT (5.9 M)
 AA1712'WEST OF THE CENTERLINE OF KEY COLONY BEACH ROAD (SUDOWSKI CAUSEWAY
 AA1712'AND ALSO CALLED SIXTH STREET) AND 2.5 FT (0.8 M) WEST OF THE WEST
 AA1712'EDGE OF A BICYCLE PATH.  ROD DEPTH UNKNOWN.
 AA1712
 AA1712                          STATION RECOVERY (2003)
 AA1712
 AA1712'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1712'RECOVERY DESCRIPTION ON WEST EDGE OF BIKE PATH. NO METAL DETECTOR
 AA1712'SIGNAL PROXIMITY TO BIKE PATH, EDGE OF SLOPE WOULD MAKE MARKER
 AA1712'DANGEROUS TO ATTEMPT TO RECOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1711 ***********************************************************************
 AA1711  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1711  DESIGNATION -  872 3962 G TIDAL
 AA1711  PID         -  AA1711
 AA1711  STATE/COUNTY-  FL/MONROE
 AA1711  USGS QUAD   -  MARATHON (1971)
 AA1711
 AA1711                         *CURRENT SURVEY CONTROL
 AA1711  ___________________________________________________________________
 AA1711* NAD 83(1986)-  24 43 33.     (N)    081 01 08.     (W)     SCALED    
 AA1711* NAVD 88     -         0.559  (meters)       1.83   (feet)  ADJUSTED  
 AA1711  ___________________________________________________________________
 AA1711  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA1711  DYNAMIC HT  -           0.558 (meters)       1.83  (feet)  COMP
 AA1711  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA1711
 AA1711  VERT ORDER  -  FIRST     CLASS II
 AA1711
 AA1711.The horizontal coordinates were scaled from a topographic map and have
 AA1711.an estimated accuracy of +/- 6 seconds.
 AA1711
 AA1711.The orthometric height was determined by differential leveling
 AA1711.and adjusted by the National Geodetic Survey in May 1994..
 AA1711
 AA1711.This Tidal Bench Mark is designated as VM 685
 AA1711.by the Center for Operational Oceanographic Products and Services.
 AA1711
 AA1711.The geoid height was determined by GEOID03.
 AA1711
 AA1711.The dynamic height is computed by dividing the NAVD 88
 AA1711.geopotential number by the normal gravity value computed on the
 AA1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1711.degrees latitude (g = 980.6199 gals.).
 AA1711
 AA1711.The modeled gravity was interpolated from observed gravity values.
 AA1711
 AA1711;                    North         East    Units  Estimated Accuracy
 AA1711;SPC FL E     -    43,470.      198,090.      MT  (+/- 180 meters Scaled)
 AA1711
 AA1711                          SUPERSEDED SURVEY CONTROL
 AA1711
 AA1711  NGVD 29 (09/01/92)    1.002  (m)            3.29   (f) ADJUSTED    1 2
 AA1711
 AA1711.Superseded values are not recommended for survey control.
 AA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1711.See file dsdata.txt to determine how the superseded data were derived.
 AA1711
 AA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH980345(NAD 83)
 AA1711_MARKER: DJ = TIDAL STATION DISK
 AA1711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1711_SP_SET: STAINLESS STEEL ROD
 AA1711_STAMPING: 3962 G 1984
 AA1711_MARK LOGO: NOS   
 AA1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1711+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA1711
 AA1711  HISTORY     - Date     Condition        Report By
 AA1711  HISTORY     - 1984     MONUMENTED       NOS
 AA1711  HISTORY     - 19901031 GOOD             FLDNR
 AA1711  HISTORY     - 20031123 GOOD             USPSQD
 AA1711
 AA1711                          STATION DESCRIPTION
 AA1711
 AA1711'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1711'TO REACH THE MARK FROM THE CITY HALL FOR KEY COLONY BEACH GO NORTH ON
 AA1711'KEY COLONY BEACH ROAD (SUDOWSKI ROAD) FOR 0.4 MI (0.6 KM) TO THE
 AA1711'MARK.  LOCATED 345.0 FT (105.2 M) NORTH-NORTHWEST OF THE NORTH END OF
 AA1711'THE SEAWALL AT THE KEY COLONY BEACH COMMERCIAL MARINA, 57.0 FT (17.4
 AA1711'M) WEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF NUMBER 7 KEY
 AA1711'COLONY BEACH ROAD (SUDOWSKI CAUSEWAY AND ALSO CALLED SIXTH STREET),
 AA1711'37.0 FT (11.3 M) SOUTH-SOUTHWEST OF A POWER/STREET LIGHT POLE, 21.0
 AA1711'FT (6.4 M) WEST OF THE CENTERLINE OF KEY COLONY BEACH ROAD AND 3.3 FT
 AA1711'(1.0 M) WEST OF THE WEST EDGE OF A BIKE PATH.  ROD DEPTH UNKNOWN.
 AA1711
 AA1711                          STATION RECOVERY (2003)
 AA1711
 AA1711'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1711'1990 DESCRIPTION CORRECT WITH THE FOLLOWING CORRECTION AND ADDITIONS.
 AA1711'ON WEST EDGE OF A BIKE PATH.1' BELOW ROAD GRADE LOCATED INSIDE A 6
 AA1711'INCH PVC STAND PIPE WITH ACCESS COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0881 ***********************************************************************
 AA0881  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0881  DESIGNATION -  872 3962 K TIDAL
 AA0881  PID         -  AA0881
 AA0881  STATE/COUNTY-  FL/MONROE
 AA0881  USGS QUAD   -  MARATHON (1971)
 AA0881
 AA0881                         *CURRENT SURVEY CONTROL
 AA0881  ___________________________________________________________________
 AA0881* NAD 83(1986)-  24 43 19.     (N)    081 01 04.     (W)     SCALED    
 AA0881* NAVD 88     -         1.322  (meters)       4.34   (feet)  ADJUSTED  
 AA0881  ___________________________________________________________________
 AA0881  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0881  DYNAMIC HT  -           1.319 (meters)       4.33  (feet)  COMP
 AA0881  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 AA0881
 AA0881  VERT ORDER  -  SECOND    CLASS I
 AA0881
 AA0881.The horizontal coordinates were scaled from a topographic map and have
 AA0881.an estimated accuracy of +/- 6 seconds.
 AA0881
 AA0881.The orthometric height was determined by differential leveling
 AA0881.and adjusted by the National Geodetic Survey in June 1991..
 AA0881
 AA0881.This Tidal Bench Mark is designated as VM 683
 AA0881.by the Center for Operational Oceanographic Products and Services.
 AA0881
 AA0881.The geoid height was determined by GEOID03.
 AA0881
 AA0881.The dynamic height is computed by dividing the NAVD 88
 AA0881.geopotential number by the normal gravity value computed on the
 AA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0881.degrees latitude (g = 980.6199 gals.).
 AA0881
 AA0881.The modeled gravity was interpolated from observed gravity values.
 AA0881
 AA0881;                    North         East    Units  Estimated Accuracy
 AA0881;SPC FL E     -    43,040.      198,200.      MT  (+/- 180 meters Scaled)
 AA0881
 AA0881                          SUPERSEDED SURVEY CONTROL
 AA0881
 AA0881.No superseded survey control is available for this station.
 AA0881
 AA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH982341(NAD 83)
 AA0881_MARKER: DJ = TIDAL STATION DISK
 AA0881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA0881_SP_SET: STAINLESS STEEL ROD
 AA0881_STAMPING: 3962 K 1978
 AA0881_MARK LOGO: NOS   
 AA0881_PROJECTION: FLUSH
 AA0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0881+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0881_ROD/PIPE-DEPTH: 5.49 meters
 AA0881
 AA0881  HISTORY     - Date     Condition        Report By
 AA0881  HISTORY     - 1978     MONUMENTED       NOS
 AA0881  HISTORY     - 1982     GOOD             FLDNR
 AA0881  HISTORY     - 20031123 GOOD             USPSQD
 AA0881
 AA0881                          STATION DESCRIPTION
 AA0881
 AA0881'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0881'0.9 MI SE FROM KEY COLONY BEACH.
 AA0881'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0881'MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH APARTMENTS
 AA0881'AND THE MARK.  THE MARK BEARS 99 FEET SOUTHWEST OF THE L-JUNCTION OF
 AA0881'KEY COLONY BEACH ROAD AND EAST OCEAN DRIVE, 15.7 FEET SOUTHWEST OF THE
 AA0881'NORTHWEST CORNER OF THE APARTMENTS, AND 0.8 FOOT SOUTHEAST OF A LIGHT
 AA0881'POLE.
 AA0881
 AA0881                          STATION RECOVERY (2003)
 AA0881
 AA0881'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0881'1982 DECRIPTION GOOD WITH THE FOLLOWING CHANGES. 0.8 FEET SOUTHEAST OF
 AA0881'AN OLD WOODEN POWER POLE, FLUSH INSIDE A 6 INCH PVC PIPE WITH AN
 AA0881'ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1713 ***********************************************************************
 AA1713  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1713  DESIGNATION -  872 3962 L TIDAL
 AA1713  PID         -  AA1713
 AA1713  STATE/COUNTY-  FL/MONROE
 AA1713  USGS QUAD   -  MARATHON (1971)
 AA1713
 AA1713                         *CURRENT SURVEY CONTROL
 AA1713  ___________________________________________________________________
 AA1713* NAD 83(1986)-  24 43 27.     (N)    081 01 05.     (W)     SCALED    
 AA1713* NAVD 88     -         0.913  (meters)       3.00   (feet)  ADJUSTED  
 AA1713  ___________________________________________________________________
 AA1713  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA1713  DYNAMIC HT  -           0.911 (meters)       2.99  (feet)  COMP
 AA1713  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA1713
 AA1713  VERT ORDER  -  FIRST     CLASS II
 AA1713
 AA1713.The horizontal coordinates were scaled from a topographic map and have
 AA1713.an estimated accuracy of +/- 6 seconds.
 AA1713
 AA1713.The orthometric height was determined by differential leveling
 AA1713.and adjusted by the National Geodetic Survey in May 1994..
 AA1713
 AA1713.This Tidal Bench Mark is designated as VM 1780
 AA1713.by the Center for Operational Oceanographic Products and Services.
 AA1713
 AA1713.The geoid height was determined by GEOID03.
 AA1713
 AA1713.The dynamic height is computed by dividing the NAVD 88
 AA1713.geopotential number by the normal gravity value computed on the
 AA1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1713.degrees latitude (g = 980.6199 gals.).
 AA1713
 AA1713.The modeled gravity was interpolated from observed gravity values.
 AA1713
 AA1713;                    North         East    Units  Estimated Accuracy
 AA1713;SPC FL E     -    43,290.      198,170.      MT  (+/- 180 meters Scaled)
 AA1713
 AA1713                          SUPERSEDED SURVEY CONTROL
 AA1713
 AA1713  NGVD 29 (09/01/92)    1.356  (m)            4.45   (f) ADJUSTED    1 2
 AA1713
 AA1713.Superseded values are not recommended for survey control.
 AA1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1713.See file dsdata.txt to determine how the superseded data were derived.
 AA1713
 AA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH981344(NAD 83)
 AA1713_MARKER: DJ = TIDAL STATION DISK
 AA1713_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1713_SP_SET: CONCRETE FOUNDATION
 AA1713_STAMPING: 3962 L 1988
 AA1713_MARK LOGO: NOS   
 AA1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1713+STABILITY: SURFACE MOTION
 AA1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1713+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA1713
 AA1713  HISTORY     - Date     Condition        Report By
 AA1713  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1713  HISTORY     - 20031123 GOOD             USPSQD
 AA1713
 AA1713                          STATION DESCRIPTION
 AA1713
 AA1713'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1713'TO REACH THE MARK FROM THE CITY HALL FOR KEY COLONY BEACH, GO NORTH
 AA1713'ON KEY COLONY BEACH ROAD (SUDOWSKI CAUSEWAY) FOR 0.45 MI (0.72 KM) TO
 AA1713'THE MARK, SET IN THE FOUNDATION FOR A CONCRETE BLOCK STRUCTURE.
 AA1713'LOCATED 129.5 FT (39.5 M) EAST OF THE CENTERLINE OF KEY COLONY BEACH
 AA1713'ROAD (SUDOWSKI CAUSEWAY AND ALSO CALLED SIXTH STREET), 57.2 FT (17.4
 AA1713'M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE KEY COLONY BEACH
 AA1713'SHOPPING CENTER BUILDING, 13.3 FT (4.1 M) WEST OF THE EAST FACE OF
 AA1713'THE SEAWALL AND 2.8 FT (0.9 M) WEST OF THE SOUTHEAST CORNER OF THE
 AA1713'CONCRETE BLOCK STRUCTURE.
 AA1713
 AA1713                          STATION RECOVERY (2003)
 AA1713
 AA1713'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0876 ***********************************************************************
 AA0876  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0876  DESIGNATION -  872 3962 NE TIDAL FLDT
 AA0876  PID         -  AA0876
 AA0876  STATE/COUNTY-  FL/MONROE
 AA0876  USGS QUAD   -  MARATHON (1971)
 AA0876
 AA0876                         *CURRENT SURVEY CONTROL
 AA0876  ___________________________________________________________________
 AA0876* NAD 83(1986)-  24 43 45.     (N)    081 01 10.     (W)     SCALED    
 AA0876* NAVD 88     -         1.895  (meters)       6.22   (feet)  ADJUSTED  
 AA0876  ___________________________________________________________________
 AA0876  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0876  DYNAMIC HT  -           1.892 (meters)       6.21  (feet)  COMP
 AA0876  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0876
 AA0876  VERT ORDER  -  SECOND    CLASS I
 AA0876
 AA0876.The horizontal coordinates were scaled from a topographic map and have
 AA0876.an estimated accuracy of +/- 6 seconds.
 AA0876
 AA0876.The orthometric height was determined by differential leveling
 AA0876.and adjusted by the National Geodetic Survey in June 1991..
 AA0876
 AA0876.This Tidal Bench Mark is designated as VM 687
 AA0876.by the Center for Operational Oceanographic Products and Services.
 AA0876
 AA0876.The geoid height was determined by GEOID03.
 AA0876
 AA0876.The dynamic height is computed by dividing the NAVD 88
 AA0876.geopotential number by the normal gravity value computed on the
 AA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0876.degrees latitude (g = 980.6199 gals.).
 AA0876
 AA0876.The modeled gravity was interpolated from observed gravity values.
 AA0876
 AA0876;                    North         East    Units  Estimated Accuracy
 AA0876;SPC FL E     -    43,840.      198,030.      MT  (+/- 180 meters Scaled)
 AA0876
 AA0876                          SUPERSEDED SURVEY CONTROL
 AA0876
 AA0876.No superseded survey control is available for this station.
 AA0876
 AA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH980349(NAD 83)
 AA0876_MARKER: DB = BENCH MARK DISK
 AA0876_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0876_SP_SET: BRIDGE ABUTMENT
 AA0876_MARK LOGO: FLDT  
 AA0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0876+STABILITY: SURFACE MOTION
 AA0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0876+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0876
 AA0876  HISTORY     - Date     Condition        Report By
 AA0876  HISTORY     - UNK      MONUMENTED       FLDT
 AA0876  HISTORY     - 1982     GOOD             FLDNR
 AA0876  HISTORY     - 20031123 GOOD             USPSQD
 AA0876
 AA0876                          STATION DESCRIPTION
 AA0876
 AA0876'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0876'IN KEY COLONY BEACH.
 AA0876'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0876'GO 0.25 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO A SMALL
 AA0876'BRIDGE AND THE MARK.  THE MARK IS SET IN THE ABUTMENT AT THE
 AA0876'NORTHWEST END OF THE BRIDGE, 13.8 FEET NORTHEAST OF THE
 AA0876'CENTERLINE OF THE ROAD, AND 57.5 FEET NORTHWEST OF THE FIRST
 AA0876'POWER POLE SOUTHEAST OF THE BRIDGE ON THE NORTHEAST SIDE OF THE
 AA0876'ROAD.  NOTE -- MARK IS NOT STAMPED.
 AA0876'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0876
 AA0876                          STATION RECOVERY (2003)
 AA0876
 AA0876'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0876'BRIDGE SOON TO BE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0877 ***********************************************************************
 AA0877  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0877  DESIGNATION -  872 3962 SW TIDAL FLDT
 AA0877  PID         -  AA0877
 AA0877  STATE/COUNTY-  FL/MONROE
 AA0877  USGS QUAD   -  MARATHON (1971)
 AA0877
 AA0877                         *CURRENT SURVEY CONTROL
 AA0877  ___________________________________________________________________
 AA0877* NAD 83(1986)-  24 43 42.     (N)    081 01 11.     (W)     SCALED    
 AA0877* NAVD 88     -         1.628  (meters)       5.34   (feet)  ADJUSTED  
 AA0877  ___________________________________________________________________
 AA0877  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AA0877  DYNAMIC HT  -           1.625 (meters)       5.33  (feet)  COMP
 AA0877  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0877
 AA0877  VERT ORDER  -  SECOND    CLASS I
 AA0877
 AA0877.The horizontal coordinates were scaled from a topographic map and have
 AA0877.an estimated accuracy of +/- 6 seconds.
 AA0877
 AA0877.The orthometric height was determined by differential leveling
 AA0877.and adjusted by the National Geodetic Survey in June 1991..
 AA0877
 AA0877.This Tidal Bench Mark is designated as VM 686
 AA0877.by the Center for Operational Oceanographic Products and Services.
 AA0877
 AA0877.The geoid height was determined by GEOID03.
 AA0877
 AA0877.The dynamic height is computed by dividing the NAVD 88
 AA0877.geopotential number by the normal gravity value computed on the
 AA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0877.degrees latitude (g = 980.6199 gals.).
 AA0877
 AA0877.The modeled gravity was interpolated from observed gravity values.
 AA0877
 AA0877;                    North         East    Units  Estimated Accuracy
 AA0877;SPC FL E     -    43,750.      198,010.      MT  (+/- 180 meters Scaled)
 AA0877
 AA0877                          SUPERSEDED SURVEY CONTROL
 AA0877
 AA0877.No superseded survey control is available for this station.
 AA0877
 AA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH980348(NAD 83)
 AA0877_MARKER: DB = BENCH MARK DISK
 AA0877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0877_SP_SET: BRIDGE ABUTMENT
 AA0877_MARK LOGO: FLDT  
 AA0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0877+STABILITY: SURFACE MOTION
 AA0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0877+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0877
 AA0877  HISTORY     - Date     Condition        Report By
 AA0877  HISTORY     - UNK      MONUMENTED       FLDT
 AA0877  HISTORY     - 1982     GOOD             FLDNR
 AA0877  HISTORY     - 20031123 GOOD             USPSQD
 AA0877
 AA0877                          STATION DESCRIPTION
 AA0877
 AA0877'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0877'IN KEY COLONY BEACH.
 AA0877'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0877'GO 0.25 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO A SMALL
 AA0877'BRIDGE AND THE MARK.  THE MARK IS SET IN THE ABUTMENT AT THE
 AA0877'SOUTHEAST END OF THE BRIDGE, 17.0 FEET SOUTHWEST OF THE
 AA0877'CENTERLINE OF THE ROAD, AND 30 FEET NORTHWEST OF THE FIRST
 AA0877'LAMP POST SOUTHEAST OF THE BRIDGE ON THE SOUTHWEST SIDE OF
 AA0877'THE ROAD.  NOTE -- MARK IS NOT STAMPED.
 AA0877'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0877
 AA0877                          STATION RECOVERY (2003)
 AA0877
 AA0877'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0877'LAST DISCRIPTION ACCURATE WITHT THE FOLLOWING CORRECTIONS. 32.2 FEET
 AA0877'NORTHWEST OF THE FIRST LAMP POST SOUTHEAST OF THE BRIDGE ON THE
 AA0877'SOUTHWEST SIDE OF THE ROAD. MARK IS STAMPED 3962SW
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0895 ***********************************************************************
 AA0895  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0895  DESIGNATION -  872 3970 A TIDAL
 AA0895  PID         -  AA0895
 AA0895  STATE/COUNTY-  FL/MONROE
 AA0895  USGS QUAD   -  MARATHON (1971)
 AA0895
 AA0895                         *CURRENT SURVEY CONTROL
 AA0895  ___________________________________________________________________
 AA0895* NAD 83(1986)-  24 42 44.     (N)    081 06 17.     (W)     SCALED    
 AA0895* NAVD 88     -         1.211  (meters)       3.97   (feet)  ADJUSTED  
 AA0895  ___________________________________________________________________
 AA0895  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0895  DYNAMIC HT  -           1.209 (meters)       3.97  (feet)  COMP
 AA0895  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA0895
 AA0895  VERT ORDER  -  SECOND    CLASS I
 AA0895
 AA0895.The horizontal coordinates were scaled from a topographic map and have
 AA0895.an estimated accuracy of +/- 6 seconds.
 AA0895
 AA0895.The orthometric height was determined by differential leveling
 AA0895.and adjusted by the National Geodetic Survey in June 1991..
 AA0895
 AA0895.This Tidal Bench Mark is designated as VM 698
 AA0895.by the Center for Operational Oceanographic Products and Services.
 AA0895
 AA0895.The geoid height was determined by GEOID03.
 AA0895
 AA0895.The dynamic height is computed by dividing the NAVD 88
 AA0895.geopotential number by the normal gravity value computed on the
 AA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0895.degrees latitude (g = 980.6199 gals.).
 AA0895
 AA0895.The modeled gravity was interpolated from observed gravity values.
 AA0895
 AA0895;                    North         East    Units  Estimated Accuracy
 AA0895;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0895
 AA0895                          SUPERSEDED SURVEY CONTROL
 AA0895
 AA0895.No superseded survey control is available for this station.
 AA0895
 AA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0895_MARKER: DJ = TIDAL STATION DISK
 AA0895_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0895_SP_SET: WALKWAY
 AA0895_STAMPING: 3970 A 1978
 AA0895_MARK LOGO: NOS   
 AA0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0895
 AA0895  HISTORY     - Date     Condition        Report By
 AA0895  HISTORY     - 1978     MONUMENTED       NOS
 AA0895  HISTORY     - 1982     GOOD             FLDNR
 AA0895
 AA0895                          STATION DESCRIPTION
 AA0895
 AA0895'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0895'1.2 MI EAST FROM MARATHON.
 AA0895'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0895'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0895'THE MARK IS SET FLUSH IN THE WALKWAY AROUND THE FARO BLANCO RESORT
 AA0895'CHECK-IN OFFICE.  THE MARK BEARS 133.7 FEET NORTH OF THE CENTERLINE OF
 AA0895'U.S. HIGHWAY 1, 1.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AA0895'OFFICE, 19.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, AND ABOUT
 AA0895'185 FEET EAST OF BENCH MARK 3970 B 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0894 ***********************************************************************
 AA0894  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0894  DESIGNATION -  872 3970 B TIDAL
 AA0894  PID         -  AA0894
 AA0894  STATE/COUNTY-  FL/MONROE
 AA0894  USGS QUAD   -  MARATHON (1971)
 AA0894
 AA0894                         *CURRENT SURVEY CONTROL
 AA0894  ___________________________________________________________________
 AA0894* NAD 83(1986)-  24 42 44.     (N)    081 06 17.     (W)     SCALED    
 AA0894* NAVD 88     -         1.108  (meters)       3.64   (feet)  ADJUSTED  
 AA0894  ___________________________________________________________________
 AA0894  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0894  DYNAMIC HT  -           1.107 (meters)       3.63  (feet)  COMP
 AA0894  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA0894
 AA0894  VERT ORDER  -  SECOND    CLASS I
 AA0894
 AA0894.The horizontal coordinates were scaled from a topographic map and have
 AA0894.an estimated accuracy of +/- 6 seconds.
 AA0894
 AA0894.The orthometric height was determined by differential leveling
 AA0894.and adjusted by the National Geodetic Survey in June 1991..
 AA0894
 AA0894.This Tidal Bench Mark is designated as VM 699
 AA0894.by the Center for Operational Oceanographic Products and Services.
 AA0894
 AA0894.The geoid height was determined by GEOID03.
 AA0894
 AA0894.The dynamic height is computed by dividing the NAVD 88
 AA0894.geopotential number by the normal gravity value computed on the
 AA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0894.degrees latitude (g = 980.6199 gals.).
 AA0894
 AA0894.The modeled gravity was interpolated from observed gravity values.
 AA0894
 AA0894;                    North         East    Units  Estimated Accuracy
 AA0894;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0894
 AA0894                          SUPERSEDED SURVEY CONTROL
 AA0894
 AA0894.No superseded survey control is available for this station.
 AA0894
 AA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0894_MARKER: DJ = TIDAL STATION DISK
 AA0894_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0894_SP_SET: WALKWAY
 AA0894_STAMPING: 3970 B 1978
 AA0894_MARK LOGO: NOS   
 AA0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0894
 AA0894  HISTORY     - Date     Condition        Report By
 AA0894  HISTORY     - 1978     MONUMENTED       NOS
 AA0894  HISTORY     - 1982     GOOD             FLDNR
 AA0894
 AA0894                          STATION DESCRIPTION
 AA0894
 AA0894'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0894'1.2 MI EAST FROM MARATHON.
 AA0894'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0894'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0894'THE MARK IS SET FLUSH IN THE WALKWAY AROUND THE FARO BLANCO GRILL.
 AA0894'THE MARK BEARS 115.6 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1,
 AA0894'1.0 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRILL, 10.6 FEET
 AA0894'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WALKWAY, AND ABOUT
 AA0894'185 FEET WEST OF BENCH MARK 3970 A 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0888 ***********************************************************************
 AA0888  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0888  DESIGNATION -  872 3970 G TIDAL
 AA0888  PID         -  AA0888
 AA0888  STATE/COUNTY-  FL/MONROE
 AA0888  USGS QUAD   -  MARATHON (1971)
 AA0888
 AA0888                         *CURRENT SURVEY CONTROL
 AA0888  ___________________________________________________________________
 AA0888* NAD 83(1986)-  24 42 38.     (N)    081 06 05.     (W)     SCALED    
 AA0888* NAVD 88     -         0.656  (meters)       2.15   (feet)  ADJUSTED  
 AA0888  ___________________________________________________________________
 AA0888  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AA0888  DYNAMIC HT  -           0.655 (meters)       2.15  (feet)  COMP
 AA0888  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA0888
 AA0888  VERT ORDER  -  SECOND    CLASS I
 AA0888
 AA0888.The horizontal coordinates were scaled from a topographic map and have
 AA0888.an estimated accuracy of +/- 6 seconds.
 AA0888
 AA0888.The orthometric height was determined by differential leveling
 AA0888.and adjusted by the National Geodetic Survey in June 1991..
 AA0888
 AA0888.This Tidal Bench Mark is designated as VM 700
 AA0888.by the Center for Operational Oceanographic Products and Services.
 AA0888
 AA0888.The geoid height was determined by GEOID03.
 AA0888
 AA0888.The dynamic height is computed by dividing the NAVD 88
 AA0888.geopotential number by the normal gravity value computed on the
 AA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0888.degrees latitude (g = 980.6199 gals.).
 AA0888
 AA0888.The modeled gravity was interpolated from observed gravity values.
 AA0888
 AA0888;                    North         East    Units  Estimated Accuracy
 AA0888;SPC FL E     -    41,790.      189,740.      MT  (+/- 180 meters Scaled)
 AA0888
 AA0888                          SUPERSEDED SURVEY CONTROL
 AA0888
 AA0888.No superseded survey control is available for this station.
 AA0888
 AA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH897329(NAD 83)
 AA0888_MARKER: DJ = TIDAL STATION DISK
 AA0888_SETTING: 66 = SET IN ROCK OUTCROP
 AA0888_SP_SET: ROCK OUTCROP
 AA0888_STAMPING: 3970 G 1982
 AA0888_MARK LOGO: NOS   
 AA0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0888+STABILITY: POSITION/ELEVATION WELL
 AA0888
 AA0888  HISTORY     - Date     Condition        Report By
 AA0888  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0888
 AA0888                          STATION DESCRIPTION
 AA0888
 AA0888'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0888'1.4 MI WSW FROM MARATHON.
 AA0888'BEGIN AT THE POST OFFICE IN MARATHON, GO 1.4 MILES SOUTHWEST ON U.S.
 AA0888'HIGHWAY 1 TO THE BUCCANEER LODGE AND THE VICINITY OF THE MARK.  THE
 AA0888'MARK BEARS 27.5 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE LODGE,
 AA0888'49.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE TENNIS
 AA0888'COURTS, AND 55.7 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AA0888'TENNIS COURTS.
 AA0888'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0887 ***********************************************************************
 AA0887  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0887  DESIGNATION -  872 3970 H TIDAL
 AA0887  PID         -  AA0887
 AA0887  STATE/COUNTY-  FL/MONROE
 AA0887  USGS QUAD   -  MARATHON (1971)
 AA0887
 AA0887                         *CURRENT SURVEY CONTROL
 AA0887  ___________________________________________________________________
 AA0887* NAD 83(1986)-  24 42 38.     (N)    081 06 05.     (W)     SCALED    
 AA0887* NAVD 88     -         0.562  (meters)       1.84   (feet)  ADJUSTED  
 AA0887  ___________________________________________________________________
 AA0887  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AA0887  DYNAMIC HT  -           0.561 (meters)       1.84  (feet)  COMP
 AA0887  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA0887
 AA0887  VERT ORDER  -  SECOND    CLASS I
 AA0887
 AA0887.The horizontal coordinates were scaled from a topographic map and have
 AA0887.an estimated accuracy of +/- 6 seconds.
 AA0887
 AA0887.The orthometric height was determined by differential leveling
 AA0887.and adjusted by the National Geodetic Survey in June 1991..
 AA0887
 AA0887.This Tidal Bench Mark is designated as VM 701
 AA0887.by the Center for Operational Oceanographic Products and Services.
 AA0887
 AA0887.The geoid height was determined by GEOID03.
 AA0887
 AA0887.The dynamic height is computed by dividing the NAVD 88
 AA0887.geopotential number by the normal gravity value computed on the
 AA0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0887.degrees latitude (g = 980.6199 gals.).
 AA0887
 AA0887.The modeled gravity was interpolated from observed gravity values.
 AA0887
 AA0887;                    North         East    Units  Estimated Accuracy
 AA0887;SPC FL E     -    41,790.      189,740.      MT  (+/- 180 meters Scaled)
 AA0887
 AA0887                          SUPERSEDED SURVEY CONTROL
 AA0887
 AA0887.No superseded survey control is available for this station.
 AA0887
 AA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH897329(NAD 83)
 AA0887_MARKER: DJ = TIDAL STATION DISK
 AA0887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0887_SP_SET: CONCRETE SEAWALL
 AA0887_STAMPING: 3970 H 1982
 AA0887_MARK LOGO: NOS   
 AA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0887+STABILITY: SURFACE MOTION
 AA0887
 AA0887  HISTORY     - Date     Condition        Report By
 AA0887  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0887
 AA0887                          STATION DESCRIPTION
 AA0887
 AA0887'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0887'1.4 MI WSW FROM MARATHON.
 AA0887'BEGIN AT THE POST OFFICE IN MARATHON, GO 1.4 MILES SOUTHWEST ON U.S.
 AA0887'HIGHWAY 1 TO THE BUCCANEER LODGE AND THE VICINITY OF THE MARK.  THE
 AA0887'MARK IS LOCATED BEHIND THE PIRATE COVE VILLAS NORTHEAST OF THE LODGE
 AA0887'BUILDING, 25.2 FEET EAST OF THE SOUTH CORNER OF VILLA NO 60, AND 40.75
 AA0887'FEET NORTHWEST OF THE NORTHWEST CORNER OF VILLA NO 2, AND 1.1 FEET
 AA0887'NORTHWEST OF THE SOUTHEAST END OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1705 ***********************************************************************
 AA1705  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1705  DESIGNATION -  872 3970 J TIDAL
 AA1705  PID         -  AA1705
 AA1705  STATE/COUNTY-  FL/MONROE
 AA1705  USGS QUAD   -  MARATHON (1971)
 AA1705
 AA1705                         *CURRENT SURVEY CONTROL
 AA1705  ___________________________________________________________________
 AA1705* NAD 83(1986)-  24 42 40.     (N)    081 06 20.     (W)     SCALED    
 AA1705* NAVD 88     -         0.822  (meters)       2.70   (feet)  ADJUSTED  
 AA1705  ___________________________________________________________________
 AA1705  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA1705  DYNAMIC HT  -           0.820 (meters)       2.69  (feet)  COMP
 AA1705  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA1705
 AA1705  VERT ORDER  -  FIRST     CLASS II
 AA1705
 AA1705.The horizontal coordinates were scaled from a topographic map and have
 AA1705.an estimated accuracy of +/- 6 seconds.
 AA1705
 AA1705.The orthometric height was determined by differential leveling
 AA1705.and adjusted by the National Geodetic Survey in May 1994..
 AA1705
 AA1705.This Tidal Bench Mark is designated as VM 705
 AA1705.by the Center for Operational Oceanographic Products and Services.
 AA1705
 AA1705.The geoid height was determined by GEOID03.
 AA1705
 AA1705.The dynamic height is computed by dividing the NAVD 88
 AA1705.geopotential number by the normal gravity value computed on the
 AA1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1705.degrees latitude (g = 980.6199 gals.).
 AA1705
 AA1705.The modeled gravity was interpolated from observed gravity values.
 AA1705
 AA1705;                    North         East    Units  Estimated Accuracy
 AA1705;SPC FL E     -    41,850.      189,320.      MT  (+/- 180 meters Scaled)
 AA1705
 AA1705                          SUPERSEDED SURVEY CONTROL
 AA1705
 AA1705  NGVD 29 (09/01/92)    1.248  (m)            4.09   (f) ADJUSTED    1 2
 AA1705
 AA1705.Superseded values are not recommended for survey control.
 AA1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1705.See file dsdata.txt to determine how the superseded data were derived.
 AA1705
 AA1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH893329(NAD 83)
 AA1705_MARKER: DJ = TIDAL STATION DISK
 AA1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1705_SP_SET: 6 INCH PIPE FILLED WITH CONCRE
 AA1705_STAMPING: 3970 J
 AA1705_MARK LOGO: USCG  
 AA1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1705+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1705
 AA1705  HISTORY     - Date     Condition        Report By
 AA1705  HISTORY     - 1990     MONUMENTED       FLDNR
 AA1705  HISTORY     - 20040207 GOOD             USPSQD
 AA1705
 AA1705                          STATION DESCRIPTION
 AA1705
 AA1705'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1705'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1705'ON U.S. HIGHWAY 1 FOR 1.7 MI (2.7 KM) TO THE ENTRANCE TO FARO BLANCO
 AA1705'RESORT, FROM THE ENTRANCE GO 0.1 MI (0.2 KM) NORTH ON THE DRIVEWAY TO
 AA1705'ITS END AT THE WATERS EDGE, THE MARK IS WEST OF THE DRIVEWAY, NEAR
 AA1705'THE NORTHWEST CORNER OF THE FARO BLANCO RESORT PROPERTY AND THE
 AA1705'NORTHEAST CORNER OF THE U.S. COAST GUARD PROPERTY.  LOCATED 182.0 FT
 AA1705'(55.5 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH END OF THE PIER
 AA1705'LEADING TO THE FARO BLANCO LIGHTHOUSE, 8.3 FT (2.5 M) SOUTHEAST OF
 AA1705'THE NORTHWEST CORNER OF THE SEAWALL AT THE NORTHWEST CORNER OF THE
 AA1705'FARO BLANCO PROPERTY, 3.5 FT (1.1 M) EAST OF A 6.0 FT (1.8 M) HIGH
 AA1705'CHAINLINK FENCE BETWEEN THE PROPERTIES, 2.1 FT (0.6 M) NORTH OF A
 AA1705'PARKING LOT CURB AND 0.3 FT (0.1 M) ABOVE THE GROUND.  NOTE--THIS
 AA1705'MARK WAS DESIGNATED NO STAMPING 1 BY THE NATIONAL OCEAN SERVICE.
 AA1705
 AA1705                          STATION RECOVERY (2004)
 AA1705
 AA1705'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1708 ***********************************************************************
 AA1708  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1708  DESIGNATION -  872 3970 K TIDAL
 AA1708  PID         -  AA1708
 AA1708  STATE/COUNTY-  FL/MONROE
 AA1708  USGS QUAD   -  MARATHON (1971)
 AA1708
 AA1708                         *CURRENT SURVEY CONTROL
 AA1708  ___________________________________________________________________
 AA1708* NAD 83(1986)-  24 42 34.     (N)    081 06 22.     (W)     SCALED    
 AA1708* NAVD 88     -         0.809  (meters)       2.65   (feet)  ADJUSTED  
 AA1708  ___________________________________________________________________
 AA1708  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA1708  DYNAMIC HT  -           0.808 (meters)       2.65  (feet)  COMP
 AA1708  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA1708
 AA1708  VERT ORDER  -  FIRST     CLASS II
 AA1708
 AA1708.The horizontal coordinates were scaled from a topographic map and have
 AA1708.an estimated accuracy of +/- 6 seconds.
 AA1708
 AA1708.The orthometric height was determined by differential leveling
 AA1708.and adjusted by the National Geodetic Survey in May 1994..
 AA1708
 AA1708.This Tidal Bench Mark is designated as VM 702
 AA1708.by the Center for Operational Oceanographic Products and Services.
 AA1708
 AA1708.The geoid height was determined by GEOID03.
 AA1708
 AA1708.The dynamic height is computed by dividing the NAVD 88
 AA1708.geopotential number by the normal gravity value computed on the
 AA1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1708.degrees latitude (g = 980.6199 gals.).
 AA1708
 AA1708.The modeled gravity was interpolated from observed gravity values.
 AA1708
 AA1708;                    North         East    Units  Estimated Accuracy
 AA1708;SPC FL E     -    41,660.      189,260.      MT  (+/- 180 meters Scaled)
 AA1708
 AA1708                          SUPERSEDED SURVEY CONTROL
 AA1708
 AA1708  NGVD 29 (09/01/92)    1.235  (m)            4.05   (f) ADJUSTED    1 2
 AA1708
 AA1708.Superseded values are not recommended for survey control.
 AA1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1708.See file dsdata.txt to determine how the superseded data were derived.
 AA1708
 AA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH892327(NAD 83)
 AA1708_MARKER: DJ = TIDAL STATION DISK
 AA1708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1708+WITH SETTING: PAVEMENT
 AA1708_SP_SET: CONCRETE FLAGPOLE BASE
 AA1708_STAMPING: 3970 K 1988
 AA1708_MARK LOGO: NOS   
 AA1708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1708+STABILITY: SURFACE MOTION
 AA1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1708+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1708
 AA1708  HISTORY     - Date     Condition        Report By
 AA1708  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1708  HISTORY     - 20040207 GOOD             USPSQD
 AA1708
 AA1708                          STATION DESCRIPTION
 AA1708
 AA1708'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1708'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1708'ON U.S. HIGHWAY 1 FOR 1.8 MI (2.9 KM) TO THE U.S. COAST GUARD
 AA1708'STATION.  LOCATED 32.7 FT (10.0 M) WEST OF THE CENTERLINE OF THE
 AA1708'COAST GUARD STATION ROAD, 69.5 FT (21.2 M) EAST-SOUTHEAST OF THE
 AA1708'NORTHEAST CORNER OF THE MAIN BUILDING AND 108.1 FT (32.9 M) SOUTHWEST
 AA1708'OF BENCH MARK 3970 L.
 AA1708
 AA1708                          STATION RECOVERY (2004)
 AA1708
 AA1708'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1707 ***********************************************************************
 AA1707  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1707  DESIGNATION -  872 3970 L TIDAL
 AA1707  PID         -  AA1707
 AA1707  STATE/COUNTY-  FL/MONROE
 AA1707  USGS QUAD   -  MARATHON (1971)
 AA1707
 AA1707                         *CURRENT SURVEY CONTROL
 AA1707  ___________________________________________________________________
 AA1707* NAD 83(1986)-  24 42 34.     (N)    081 06 22.     (W)     SCALED    
 AA1707* NAVD 88     -         1.062  (meters)       3.48   (feet)  ADJUSTED  
 AA1707  ___________________________________________________________________
 AA1707  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA1707  DYNAMIC HT  -           1.060 (meters)       3.48  (feet)  COMP
 AA1707  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA1707
 AA1707  VERT ORDER  -  FIRST     CLASS II
 AA1707
 AA1707.The horizontal coordinates were scaled from a topographic map and have
 AA1707.an estimated accuracy of +/- 6 seconds.
 AA1707
 AA1707.The orthometric height was determined by differential leveling
 AA1707.and adjusted by the National Geodetic Survey in May 1994..
 AA1707
 AA1707.This Tidal Bench Mark is designated as VM 703
 AA1707.by the Center for Operational Oceanographic Products and Services.
 AA1707
 AA1707.The geoid height was determined by GEOID03.
 AA1707
 AA1707.The dynamic height is computed by dividing the NAVD 88
 AA1707.geopotential number by the normal gravity value computed on the
 AA1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1707.degrees latitude (g = 980.6199 gals.).
 AA1707
 AA1707.The modeled gravity was interpolated from observed gravity values.
 AA1707
 AA1707;                    North         East    Units  Estimated Accuracy
 AA1707;SPC FL E     -    41,660.      189,260.      MT  (+/- 180 meters Scaled)
 AA1707
 AA1707                          SUPERSEDED SURVEY CONTROL
 AA1707
 AA1707  NGVD 29 (09/01/92)    1.488  (m)            4.88   (f) ADJUSTED    1 2
 AA1707
 AA1707.Superseded values are not recommended for survey control.
 AA1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1707.See file dsdata.txt to determine how the superseded data were derived.
 AA1707
 AA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH892327(NAD 83)
 AA1707_MARKER: DJ = TIDAL STATION DISK
 AA1707_SETTING: 66 = SET IN ROCK OUTCROP
 AA1707_SP_SET: ROCK OUTCROP
 AA1707_STAMPING: 3970 L 1988
 AA1707_MARK LOGO: NOS   
 AA1707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1707+STABILITY: POSITION/ELEVATION WELL
 AA1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1707+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1707
 AA1707  HISTORY     - Date     Condition        Report By
 AA1707  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1707  HISTORY     - 20040207 GOOD             USPSQD
 AA1707
 AA1707                          STATION DESCRIPTION
 AA1707
 AA1707'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1707'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1707'ON U.S. HIGHWAY 1 FOR 1.8 MI (2.9 KM) TO THE U.S. COAST GUARD
 AA1707'STATION.  LOCATED 38.8 FT (11.8 M) SOUTH-SOUTHWEST OF THE NORTHWEST
 AA1707'CORNER OF THE TENNIS COURT, 60.4 FT (18.4 M) NORTH-NORTHWEST OF THE
 AA1707'SOUTHWEST CORNER OF THE TENNIS COURT, 14.5 FT (4.4 M) EAST OF
 AA1707'CENTERLINE OF THE COAST GUARD STATION ROAD AND 108.1 FT (32.9 M)
 AA1707'NORTHEAST OF BENCH MARK 3970 K.
 AA1707
 AA1707                          STATION RECOVERY (2004)
 AA1707
 AA1707'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1706 ***********************************************************************
 AA1706  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1706  DESIGNATION -  872 3970 M TIDAL
 AA1706  PID         -  AA1706
 AA1706  STATE/COUNTY-  FL/MONROE
 AA1706  USGS QUAD   -  MARATHON (1971)
 AA1706
 AA1706                         *CURRENT SURVEY CONTROL
 AA1706  ___________________________________________________________________
 AA1706* NAD 83(1986)-  24 42 34.     (N)    081 06 22.     (W)     SCALED    
 AA1706* NAVD 88     -         1.075  (meters)       3.53   (feet)  ADJUSTED  
 AA1706  ___________________________________________________________________
 AA1706  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA1706  DYNAMIC HT  -           1.073 (meters)       3.52  (feet)  COMP
 AA1706  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA1706
 AA1706  VERT ORDER  -  FIRST     CLASS II
 AA1706
 AA1706.The horizontal coordinates were scaled from a topographic map and have
 AA1706.an estimated accuracy of +/- 6 seconds.
 AA1706
 AA1706.The orthometric height was determined by differential leveling
 AA1706.and adjusted by the National Geodetic Survey in May 1994..
 AA1706
 AA1706.This Tidal Bench Mark is designated as VM 704
 AA1706.by the Center for Operational Oceanographic Products and Services.
 AA1706
 AA1706.The geoid height was determined by GEOID03.
 AA1706
 AA1706.The dynamic height is computed by dividing the NAVD 88
 AA1706.geopotential number by the normal gravity value computed on the
 AA1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1706.degrees latitude (g = 980.6199 gals.).
 AA1706
 AA1706.The modeled gravity was interpolated from observed gravity values.
 AA1706
 AA1706;                    North         East    Units  Estimated Accuracy
 AA1706;SPC FL E     -    41,660.      189,260.      MT  (+/- 180 meters Scaled)
 AA1706
 AA1706                          SUPERSEDED SURVEY CONTROL
 AA1706
 AA1706  NGVD 29 (09/01/92)    1.501  (m)            4.92   (f) ADJUSTED    1 2
 AA1706
 AA1706.Superseded values are not recommended for survey control.
 AA1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1706.See file dsdata.txt to determine how the superseded data were derived.
 AA1706
 AA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH892327(NAD 83)
 AA1706_MARKER: DJ = TIDAL STATION DISK
 AA1706_SETTING: 66 = SET IN ROCK OUTCROP
 AA1706_SP_SET: ROCK OUTCROP
 AA1706_STAMPING: 3970 M 1988
 AA1706_MARK LOGO: NOS   
 AA1706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1706+STABILITY: POSITION/ELEVATION WELL
 AA1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1706+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1706
 AA1706  HISTORY     - Date     Condition        Report By
 AA1706  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1706  HISTORY     - 20040207 GOOD             USPSQD
 AA1706
 AA1706                          STATION DESCRIPTION
 AA1706
 AA1706'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1706'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1706'ON U.S. HIGHWAY 1 FOR 1.8 MI (2.9 KM) TO THE U.S. COAST GUARD
 AA1706'STATION.  LOCATED 18.3 FT (5.6 M) SOUTH-SOUTHEAST OF THE NORTHEAST
 AA1706'CORNER OF THE TENNIS COURT, 79.7 FT (24.3 M) NORTH OF THE SOUTHEAST
 AA1706'CORNER OF THE TENNIS COURT, 11.2 FT (3.4 M) WEST OF A CHAIN LINK
 AA1706'FENCE ALONG THE EAST PROPERTY LINE, 63.5 FT (19.4 M) SOUTH OF THE
 AA1706'SOUTHEAST CORNER OF THE MOST SOUTHERLY HOUSE AND 77.0 FT (23.5 M)
 AA1706'EAST-NORTHEAST OF BENCH MARK 3970 M.
 AA1706
 AA1706                          STATION RECOVERY (2004)
 AA1706
 AA1706'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1706'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON,
 AA1706'GO WEST-SLUTHWEST ON U.S. HWY 1 FOR 1.8 MI (2.9 KM)
 AA1706'TO THE U.S. COAST GUARD STATION. LOCATED 18.3 FT (5.6 M)
 AA1706'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AA1706'BASKETBALL COURT, 79.7 FT (24.3 M) NORTH OF THE SOUTHEAST
 AA1706'CORNER OF THE BASKETBALL COURT, 11.2 FT (3.4 M) WEST
 AA1706'OF A CHAIN LINK FENCE ALONG THE EAST PROPERTY LINE
 AA1706'AND 77.0 FT (23.5 M) EAST-NORTHEAST OF BENCH MARK 3970 L.
 AA1706' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0896 ***********************************************************************
 AA0896  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0896  DESIGNATION -  872 3970 TIDAL 1
 AA0896  PID         -  AA0896
 AA0896  STATE/COUNTY-  FL/MONROE
 AA0896  USGS QUAD   -  MARATHON (1971)
 AA0896
 AA0896                         *CURRENT SURVEY CONTROL
 AA0896  ___________________________________________________________________
 AA0896* NAD 83(1986)-  24 42 44.     (N)    081 06 17.     (W)     SCALED    
 AA0896* NAVD 88     -         0.899  (meters)       2.95   (feet)  ADJUSTED  
 AA0896  ___________________________________________________________________
 AA0896  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0896  DYNAMIC HT  -           0.898 (meters)       2.95  (feet)  COMP
 AA0896  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA0896
 AA0896  VERT ORDER  -  SECOND    CLASS I
 AA0896
 AA0896.The horizontal coordinates were scaled from a topographic map and have
 AA0896.an estimated accuracy of +/- 6 seconds.
 AA0896
 AA0896.The orthometric height was determined by differential leveling
 AA0896.and adjusted by the National Geodetic Survey in June 1991..
 AA0896
 AA0896.This Tidal Bench Mark is designated as VM 688
 AA0896.by the Center for Operational Oceanographic Products and Services.
 AA0896
 AA0896.The geoid height was determined by GEOID03.
 AA0896
 AA0896.The dynamic height is computed by dividing the NAVD 88
 AA0896.geopotential number by the normal gravity value computed on the
 AA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0896.degrees latitude (g = 980.6199 gals.).
 AA0896
 AA0896.The modeled gravity was interpolated from observed gravity values.
 AA0896
 AA0896;                    North         East    Units  Estimated Accuracy
 AA0896;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0896
 AA0896                          SUPERSEDED SURVEY CONTROL
 AA0896
 AA0896.No superseded survey control is available for this station.
 AA0896
 AA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0896_MARKER: DJ = TIDAL STATION DISK
 AA0896_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0896+WITH SETTING: PAVEMENT
 AA0896_SP_SET: FOUNDATION OF LIGHTHOUSE
 AA0896_STAMPING: NO 1 1975
 AA0896_MARK LOGO: NOS   
 AA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0896+STABILITY: SURFACE MOTION
 AA0896
 AA0896  HISTORY     - Date     Condition        Report By
 AA0896  HISTORY     - 1975     MONUMENTED       NOS
 AA0896  HISTORY     - 1982     GOOD             FLDNR
 AA0896
 AA0896                          STATION DESCRIPTION
 AA0896
 AA0896'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0896'1.2 MI EAST FROM MARATHON.
 AA0896'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0896'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0896'THE MARK IS SET FLUSH IN THE FOUNDATION FOR THE LIGHTHOUSE/DOCKMASTER
 AA0896'OFFICE AT THE MARINA, 19.0 FEET SOUTHEAST OF THE CENTER OF A DOOR
 AA0896'ON THE SOUTHEAST SIDE OF THE BUILDING, 104.8 FEET NORTH OF THE SOUTH
 AA0896'END OF THE DOCK, 10.4 FEET WEST OF THE EAST SIDE OF A WOODEN DOCK, 1.0
 AA0896'FOOT NORTH OF THE SOUTH SIDE OF A CONCRETE BASE FOR A LIGHTHOUSE,
 AA0896'AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0897 ***********************************************************************
 AA0897  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0897  DESIGNATION -  872 3970 TIDAL 2
 AA0897  PID         -  AA0897
 AA0897  STATE/COUNTY-  FL/MONROE
 AA0897  USGS QUAD   -  MARATHON (1971)
 AA0897
 AA0897                         *CURRENT SURVEY CONTROL
 AA0897  ___________________________________________________________________
 AA0897* NAD 83(1986)-  24 42 44.     (N)    081 06 17.     (W)     SCALED    
 AA0897* NAVD 88     -         0.664  (meters)       2.18   (feet)  ADJUSTED  
 AA0897  ___________________________________________________________________
 AA0897  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0897  DYNAMIC HT  -           0.663 (meters)       2.18  (feet)  COMP
 AA0897  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA0897
 AA0897  VERT ORDER  -  SECOND    CLASS I
 AA0897
 AA0897.The horizontal coordinates were scaled from a topographic map and have
 AA0897.an estimated accuracy of +/- 6 seconds.
 AA0897
 AA0897.The orthometric height was determined by differential leveling
 AA0897.and adjusted by the National Geodetic Survey in June 1991..
 AA0897
 AA0897.This Tidal Bench Mark is designated as VM 695
 AA0897.by the Center for Operational Oceanographic Products and Services.
 AA0897
 AA0897.The geoid height was determined by GEOID03.
 AA0897
 AA0897.The dynamic height is computed by dividing the NAVD 88
 AA0897.geopotential number by the normal gravity value computed on the
 AA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0897.degrees latitude (g = 980.6199 gals.).
 AA0897
 AA0897.The modeled gravity was interpolated from observed gravity values.
 AA0897
 AA0897;                    North         East    Units  Estimated Accuracy
 AA0897;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0897
 AA0897                          SUPERSEDED SURVEY CONTROL
 AA0897
 AA0897.No superseded survey control is available for this station.
 AA0897
 AA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0897_MARKER: DJ = TIDAL STATION DISK
 AA0897_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0897_SP_SET: SIDEWALK
 AA0897_STAMPING: NO 2 1975
 AA0897_MARK LOGO: NOS   
 AA0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0897
 AA0897  HISTORY     - Date     Condition        Report By
 AA0897  HISTORY     - 1975     MONUMENTED       NOS
 AA0897  HISTORY     - 1982     GOOD             FLDNR
 AA0897
 AA0897                          STATION DESCRIPTION
 AA0897
 AA0897'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0897'1.2 MI EAST FROM MARATHON.
 AA0897'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0897'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0897'THE MARK IS SET FLUSH IN THE WALKWAY BETWEEN THE RESTAURANT AND POOL
 AA0897'CABANAS.  THE MARK BEARS 67.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AA0897'OF A BOAT BASIN, 0.8 FOOT NORTH OF THE NORTH WALL OF THE POOL CABANAS,
 AA0897'5.5 FEET SOUTH OF THE SOUTH WALL OF KELSEY RESTAURANT, 19.2 FEET
 AA0897'NORTHWEST OF A LAMP POST, 13.5 FEET WEST OF THE CURB OF A DRIVEWAY,
 AA0897'AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1709 ***********************************************************************
 AA1709  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1709  DESIGNATION -  872 3970 TIDAL 4
 AA1709  PID         -  AA1709
 AA1709  STATE/COUNTY-  FL/MONROE
 AA1709  USGS QUAD   -  MARATHON (1971)
 AA1709
 AA1709                         *CURRENT SURVEY CONTROL
 AA1709  ___________________________________________________________________
 AA1709* NAD 83(1986)-  24 42 32.     (N)    081 06 25.     (W)     SCALED    
 AA1709* NAVD 88     -         0.825  (meters)       2.71   (feet)  ADJUSTED  
 AA1709  ___________________________________________________________________
 AA1709  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA1709  DYNAMIC HT  -           0.824 (meters)       2.70  (feet)  COMP
 AA1709  MODELED GRAV-     978,966.9   (mgal)                       NAVD 88
 AA1709
 AA1709  VERT ORDER  -  FIRST     CLASS II
 AA1709
 AA1709.The horizontal coordinates were scaled from a topographic map and have
 AA1709.an estimated accuracy of +/- 6 seconds.
 AA1709
 AA1709.The orthometric height was determined by differential leveling
 AA1709.and adjusted by the National Geodetic Survey in May 1994..
 AA1709
 AA1709.This Tidal Bench Mark is designated as VM 697
 AA1709.by the Center for Operational Oceanographic Products and Services.
 AA1709
 AA1709.The geoid height was determined by GEOID03.
 AA1709
 AA1709.The dynamic height is computed by dividing the NAVD 88
 AA1709.geopotential number by the normal gravity value computed on the
 AA1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1709.degrees latitude (g = 980.6199 gals.).
 AA1709
 AA1709.The modeled gravity was interpolated from observed gravity values.
 AA1709
 AA1709;                    North         East    Units  Estimated Accuracy
 AA1709;SPC FL E     -    41,600.      189,180.      MT  (+/- 180 meters Scaled)
 AA1709
 AA1709                          SUPERSEDED SURVEY CONTROL
 AA1709
 AA1709  NGVD 29 (09/01/92)    1.251  (m)            4.10   (f) ADJUSTED    1 2
 AA1709
 AA1709.Superseded values are not recommended for survey control.
 AA1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1709.See file dsdata.txt to determine how the superseded data were derived.
 AA1709
 AA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH891327(NAD 83)
 AA1709_MARKER: DJ = TIDAL STATION DISK
 AA1709_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1709_SP_SET: CONCRETE FOUNDATION TO PORCH
 AA1709_STAMPING: NO 4 1975
 AA1709_MARK LOGO: NOS   
 AA1709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1709
 AA1709  HISTORY     - Date     Condition        Report By
 AA1709  HISTORY     - 1975     MONUMENTED       NOS
 AA1709  HISTORY     - 19901016 GOOD             FLDNR
 AA1709  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AA1709
 AA1709                          STATION DESCRIPTION
 AA1709
 AA1709'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1709'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1709'ON U.S. HIGHWAY 1 FOR 1.85 MI (2.98 KM) TO HALLS BAIT AND TACKLE
 AA1709'SHOP AND THE MARK, IN THE SOUTHEAST CORNER IN THE CONCRETE PORCH OF
 AA1709'THE BUILDING.  LOCATED 118 FT (36.0 M) NORTH OF THE CENTERLINE OF
 AA1709'U.S. HIGHWAY 1, 5.5 FT (1.7 M) WEST OF THE EAST EDGE OF THE LOWER
 AA1709'CONCRETE APRON AND 1.0 FT (0.3 M) SOUTH OF THE ICE MACHINE.
 AA1709
 AA1709                          STATION RECOVERY (2004)
 AA1709
 AA1709'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1709'MARKER NOT FOUND. COORDINATES FALL WITHIN RECENT DEMOLITION WORK FOR
 AA1709'NEW HOTEL TO BE BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0891 ***********************************************************************
 AA0891  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0891  DESIGNATION -  872 3971 C TIDAL FLDT
 AA0891  PID         -  AA0891
 AA0891  STATE/COUNTY-  FL/MONROE
 AA0891  USGS QUAD   -  MARATHON (1971)
 AA0891
 AA0891                         *CURRENT SURVEY CONTROL
 AA0891  ___________________________________________________________________
 AA0891* NAD 83(1986)-  24 42 14.     (N)    081 06 17.     (W)     SCALED    
 AA0891* NAVD 88     -         8.700  (meters)      28.54   (feet)  ADJUSTED  
 AA0891  ___________________________________________________________________
 AA0891  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0891  DYNAMIC HT  -           8.686 (meters)      28.50  (feet)  COMP
 AA0891  MODELED GRAV-     978,966.6   (mgal)                       NAVD 88
 AA0891
 AA0891  VERT ORDER  -  SECOND    CLASS I
 AA0891
 AA0891.The horizontal coordinates were scaled from a topographic map and have
 AA0891.an estimated accuracy of +/- 6 seconds.
 AA0891
 AA0891.The orthometric height was determined by differential leveling
 AA0891.and adjusted by the National Geodetic Survey in June 1991..
 AA0891
 AA0891.This Tidal Bench Mark is designated as VM 6297
 AA0891.by the Center for Operational Oceanographic Products and Services.
 AA0891
 AA0891.The geoid height was determined by GEOID03.
 AA0891
 AA0891.The dynamic height is computed by dividing the NAVD 88
 AA0891.geopotential number by the normal gravity value computed on the
 AA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0891.degrees latitude (g = 980.6199 gals.).
 AA0891
 AA0891.The modeled gravity was interpolated from observed gravity values.
 AA0891
 AA0891;                    North         East    Units  Estimated Accuracy
 AA0891;SPC FL E     -    41,050.      189,400.      MT  (+/- 180 meters Scaled)
 AA0891
 AA0891                          SUPERSEDED SURVEY CONTROL
 AA0891
 AA0891.No superseded survey control is available for this station.
 AA0891
 AA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894321(NAD 83)
 AA0891_MARKER: DB = BENCH MARK DISK
 AA0891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0891_SP_SET: BRIDGE GUARDRAIL
 AA0891_STAMPING: 3971 C
 AA0891_MARK LOGO: FLDT  
 AA0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0891
 AA0891  HISTORY     - Date     Condition        Report By
 AA0891  HISTORY     - UNK      MONUMENTED       FLDT
 AA0891  HISTORY     - 1982     GOOD             FLDNR
 AA0891
 AA0891                          STATION DESCRIPTION
 AA0891
 AA0891'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0891'1.6 MI SW FROM MARATHON.
 AA0891'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0891'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0891'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0891'MARK.  THE MARK IS SET IN THE TOP OF THE CONCRETE GUARDRAIL AT THE
 AA0891'NORTHWEST CORNER OF THE BRIDGE, 18.5 FEET WEST OF THE CENTERLINE OF
 AA0891'C 931, AND 8 FEET SOUTH OF THE NORTH END OF THE GUARDRAIL.
 AA0891'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0892 ***********************************************************************
 AA0892  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0892  DESIGNATION -  872 3971 D TIDAL
 AA0892  PID         -  AA0892
 AA0892  STATE/COUNTY-  FL/MONROE
 AA0892  USGS QUAD   -  MARATHON (1971)
 AA0892
 AA0892                         *CURRENT SURVEY CONTROL
 AA0892  ___________________________________________________________________
 AA0892* NAD 83(1986)-  24 42 14.     (N)    081 06 17.     (W)     SCALED    
 AA0892* NAVD 88     -         9.573  (meters)      31.41   (feet)  ADJUSTED  
 AA0892  ___________________________________________________________________
 AA0892  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0892  DYNAMIC HT  -           9.557 (meters)      31.35  (feet)  COMP
 AA0892  MODELED GRAV-     978,966.6   (mgal)                       NAVD 88
 AA0892
 AA0892  VERT ORDER  -  SECOND    CLASS I
 AA0892
 AA0892.The horizontal coordinates were scaled from a topographic map and have
 AA0892.an estimated accuracy of +/- 6 seconds.
 AA0892
 AA0892.The orthometric height was determined by differential leveling
 AA0892.and adjusted by the National Geodetic Survey in June 1991..
 AA0892
 AA0892.This Tidal Bench Mark is designated as VM 6298
 AA0892.by the Center for Operational Oceanographic Products and Services.
 AA0892
 AA0892.The geoid height was determined by GEOID03.
 AA0892
 AA0892.The dynamic height is computed by dividing the NAVD 88
 AA0892.geopotential number by the normal gravity value computed on the
 AA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0892.degrees latitude (g = 980.6199 gals.).
 AA0892
 AA0892.The modeled gravity was interpolated from observed gravity values.
 AA0892
 AA0892;                    North         East    Units  Estimated Accuracy
 AA0892;SPC FL E     -    41,050.      189,400.      MT  (+/- 180 meters Scaled)
 AA0892
 AA0892                          SUPERSEDED SURVEY CONTROL
 AA0892
 AA0892.No superseded survey control is available for this station.
 AA0892
 AA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894321(NAD 83)
 AA0892_MARKER: DJ = TIDAL STATION DISK
 AA0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0892_SP_SET: BRIDGE DRAWSPAN FOUNDATION
 AA0892_STAMPING: 3971 D 1982
 AA0892_MARK LOGO: NOS   
 AA0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0892
 AA0892  HISTORY     - Date     Condition        Report By
 AA0892  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0892
 AA0892                          STATION DESCRIPTION
 AA0892
 AA0892'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0892'1.6 MI SW FROM MARATHON.
 AA0892'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0892'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0892'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0892'MARK.  THE MARK BEARS 188.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AA0892'BRIDGE, 18.2 FEET EAST OF THE CENTERLINE OF C 931, AND 37.1 FEET EAST
 AA0892'OF THE NORTHEAST CORNER OF THE BRIDGE TENDERS BUILDING.
 AA0892'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0893 ***********************************************************************
 AA0893  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0893  DESIGNATION -  872 3971 E TIDAL FLDT
 AA0893  PID         -  AA0893
 AA0893  STATE/COUNTY-  FL/MONROE
 AA0893  USGS QUAD   -  MARATHON (1971)
 AA0893
 AA0893                         *CURRENT SURVEY CONTROL
 AA0893  ___________________________________________________________________
 AA0893* NAD 83(1986)-  24 42 14.     (N)    081 06 17.     (W)     SCALED    
 AA0893* NAVD 88     -         3.415  (meters)      11.20   (feet)  ADJUSTED  
 AA0893  ___________________________________________________________________
 AA0893  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0893  DYNAMIC HT  -           3.409 (meters)      11.18  (feet)  COMP
 AA0893  MODELED GRAV-     978,966.6   (mgal)                       NAVD 88
 AA0893
 AA0893  VERT ORDER  -  SECOND    CLASS I
 AA0893
 AA0893.The horizontal coordinates were scaled from a topographic map and have
 AA0893.an estimated accuracy of +/- 6 seconds.
 AA0893
 AA0893.The orthometric height was determined by differential leveling
 AA0893.and adjusted by the National Geodetic Survey in June 1991..
 AA0893
 AA0893.This Tidal Bench Mark is designated as VM 6299
 AA0893.by the Center for Operational Oceanographic Products and Services.
 AA0893
 AA0893.The geoid height was determined by GEOID03.
 AA0893
 AA0893.The dynamic height is computed by dividing the NAVD 88
 AA0893.geopotential number by the normal gravity value computed on the
 AA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0893.degrees latitude (g = 980.6199 gals.).
 AA0893
 AA0893.The modeled gravity was interpolated from observed gravity values.
 AA0893
 AA0893;                    North         East    Units  Estimated Accuracy
 AA0893;SPC FL E     -    41,050.      189,400.      MT  (+/- 180 meters Scaled)
 AA0893
 AA0893                          SUPERSEDED SURVEY CONTROL
 AA0893
 AA0893.No superseded survey control is available for this station.
 AA0893
 AA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894321(NAD 83)
 AA0893_MARKER: DB = BENCH MARK DISK
 AA0893_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0893_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0893_STAMPING: 3971 E
 AA0893_MARK LOGO: FLDT  
 AA0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0893
 AA0893  HISTORY     - Date     Condition        Report By
 AA0893  HISTORY     - UNK      MONUMENTED       FLDT
 AA0893  HISTORY     - 1982     GOOD             FLDNR
 AA0893
 AA0893                          STATION DESCRIPTION
 AA0893
 AA0893'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0893'1.6 MI SW FROM MARATHON.
 AA0893'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0893'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0893'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0893'MARK.  THE MARK IS SET IN THE TOP OF THE GUARDRAIL AT THE SOUTHEAST
 AA0893'CORNER OF THE BRIDGE, 17.5 FEET EAST OF THE CENTERLINE OF C 931, 7.9
 AA0893'FEET NORTH OF THE SOUTH END OF THE GUARDRAIL, AND 0.5 FOOT SOUTH OF
 AA0893'THE BRIDGE ABUTMENT.
 AA0893'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0890 ***********************************************************************
 AA0890  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0890  DESIGNATION -  872 3971 TIDAL 1
 AA0890  PID         -  AA0890
 AA0890  STATE/COUNTY-  FL/MONROE
 AA0890  USGS QUAD   -  MARATHON (1971)
 AA0890
 AA0890                         *CURRENT SURVEY CONTROL
 AA0890  ___________________________________________________________________
 AA0890* NAD 83(1986)-  24 42 14.     (N)    081 06 17.     (W)     SCALED    
 AA0890* NAVD 88     -         7.837  (meters)      25.71   (feet)  ADJUSTED  
 AA0890  ___________________________________________________________________
 AA0890  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0890  DYNAMIC HT  -           7.824 (meters)      25.67  (feet)  COMP
 AA0890  MODELED GRAV-     978,966.6   (mgal)                       NAVD 88
 AA0890
 AA0890  VERT ORDER  -  SECOND    CLASS I
 AA0890
 AA0890.The horizontal coordinates were scaled from a topographic map and have
 AA0890.an estimated accuracy of +/- 6 seconds.
 AA0890
 AA0890.The orthometric height was determined by differential leveling
 AA0890.and adjusted by the National Geodetic Survey in June 1991..
 AA0890
 AA0890.This Tidal Bench Mark is designated as VM 6295
 AA0890.by the Center for Operational Oceanographic Products and Services.
 AA0890
 AA0890.The geoid height was determined by GEOID03.
 AA0890
 AA0890.The dynamic height is computed by dividing the NAVD 88
 AA0890.geopotential number by the normal gravity value computed on the
 AA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0890.degrees latitude (g = 980.6199 gals.).
 AA0890
 AA0890.The modeled gravity was interpolated from observed gravity values.
 AA0890
 AA0890;                    North         East    Units  Estimated Accuracy
 AA0890;SPC FL E     -    41,050.      189,400.      MT  (+/- 180 meters Scaled)
 AA0890
 AA0890                          SUPERSEDED SURVEY CONTROL
 AA0890
 AA0890.No superseded survey control is available for this station.
 AA0890
 AA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894321(NAD 83)
 AA0890_MARKER: DJ = TIDAL STATION DISK
 AA0890_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0890_SP_SET: CONCRETE SIDEWALK FOR BRIDGE
 AA0890_STAMPING: NO 1 1975
 AA0890_MARK LOGO: NOS   
 AA0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0890
 AA0890  HISTORY     - Date     Condition        Report By
 AA0890  HISTORY     - 1975     MONUMENTED       NOS
 AA0890  HISTORY     - 1982     GOOD             FLDNR
 AA0890
 AA0890                          STATION DESCRIPTION
 AA0890
 AA0890'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0890'1.6 MI SW FROM MARATHON.
 AA0890'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0890'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0890'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0890'MARK.  THE MARK IS SET IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE
 AA0890'BRIDGE, 16.8 FEET EAST OF THE CENTERLINE OF C 931, AND 11 FEET SOUTH
 AA0890'OF THE NORTH END OF THE BRIDGE.
 AA0890'THE MARK IS 0.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0889 ***********************************************************************
 AA0889  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0889  DESIGNATION -  872 3971 TIDAL 2
 AA0889  PID         -  AA0889
 AA0889  STATE/COUNTY-  FL/MONROE
 AA0889  USGS QUAD   -  MARATHON (1971)
 AA0889
 AA0889                         *CURRENT SURVEY CONTROL
 AA0889  ___________________________________________________________________
 AA0889* NAD 83(1986)-  24 42 14.     (N)    081 06 17.     (W)     SCALED    
 AA0889* NAVD 88     -         6.850  (meters)      22.47   (feet)  ADJUSTED  
 AA0889  ___________________________________________________________________
 AA0889  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AA0889  DYNAMIC HT  -           6.838 (meters)      22.43  (feet)  COMP
 AA0889  MODELED GRAV-     978,966.6   (mgal)                       NAVD 88
 AA0889
 AA0889  VERT ORDER  -  SECOND    CLASS I
 AA0889
 AA0889.The horizontal coordinates were scaled from a topographic map and have
 AA0889.an estimated accuracy of +/- 6 seconds.
 AA0889
 AA0889.The orthometric height was determined by differential leveling
 AA0889.and adjusted by the National Geodetic Survey in June 1991..
 AA0889
 AA0889.This Tidal Bench Mark is designated as VM 6296
 AA0889.by the Center for Operational Oceanographic Products and Services.
 AA0889
 AA0889.The geoid height was determined by GEOID03.
 AA0889
 AA0889.The dynamic height is computed by dividing the NAVD 88
 AA0889.geopotential number by the normal gravity value computed on the
 AA0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0889.degrees latitude (g = 980.6199 gals.).
 AA0889
 AA0889.The modeled gravity was interpolated from observed gravity values.
 AA0889
 AA0889;                    North         East    Units  Estimated Accuracy
 AA0889;SPC FL E     -    41,050.      189,400.      MT  (+/- 180 meters Scaled)
 AA0889
 AA0889                          SUPERSEDED SURVEY CONTROL
 AA0889
 AA0889.No superseded survey control is available for this station.
 AA0889
 AA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894321(NAD 83)
 AA0889_MARKER: DJ = TIDAL STATION DISK
 AA0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0889_SP_SET: CONCRETE PAD
 AA0889_STAMPING: NO 2 1975
 AA0889_MARK LOGO: NOS   
 AA0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0889
 AA0889  HISTORY     - Date     Condition        Report By
 AA0889  HISTORY     - 1975     MONUMENTED       NOS
 AA0889  HISTORY     - 1982     GOOD             FLDNR
 AA0889
 AA0889                          STATION DESCRIPTION
 AA0889
 AA0889'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0889'1.6 MI SW FROM MARATHON.
 AA0889'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0889'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0889'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0889'MARK.  THE MARK IS SET IN THE CONCRETE BASE FOR THE BRIDGE CAUTION
 AA0889'LIGHT, 68 FEET NORTH OF THE NORTHWEST CORNER OF THE BRIDGE, AND 20
 AA0889'FEET WEST OF THE CENTERLINE OF C 931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0921 ***********************************************************************
 AA0921  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0921  DESIGNATION -  872 4008 E TIDAL
 AA0921  PID         -  AA0921
 AA0921  STATE/COUNTY-  FL/MONROE
 AA0921  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0921
 AA0921                         *CURRENT SURVEY CONTROL
 AA0921  ___________________________________________________________________
 AA0921* NAD 83(1986)-  24 42 26.     (N)    081 07 29.     (W)     SCALED    
 AA0921* NAVD 88     -         8.301  (meters)      27.23   (feet)  ADJUSTED  
 AA0921  ___________________________________________________________________
 AA0921  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 AA0921  DYNAMIC HT  -           8.287 (meters)      27.19  (feet)  COMP
 AA0921  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA0921
 AA0921  VERT ORDER  -  SECOND    CLASS I
 AA0921
 AA0921.The horizontal coordinates were scaled from a topographic map and have
 AA0921.an estimated accuracy of +/- 6 seconds.
 AA0921
 AA0921.The orthometric height was determined by differential leveling
 AA0921.and adjusted by the National Geodetic Survey in June 1991..
 AA0921
 AA0921.This Tidal Bench Mark is designated as VM 6307
 AA0921.by the Center for Operational Oceanographic Products and Services.
 AA0921
 AA0921.The geoid height was determined by GEOID03.
 AA0921
 AA0921.The dynamic height is computed by dividing the NAVD 88
 AA0921.geopotential number by the normal gravity value computed on the
 AA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0921.degrees latitude (g = 980.6199 gals.).
 AA0921
 AA0921.The modeled gravity was interpolated from observed gravity values.
 AA0921
 AA0921;                    North         East    Units  Estimated Accuracy
 AA0921;SPC FL E     -    41,420.      187,380.      MT  (+/- 180 meters Scaled)
 AA0921
 AA0921                          SUPERSEDED SURVEY CONTROL
 AA0921
 AA0921.No superseded survey control is available for this station.
 AA0921
 AA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH873325(NAD 83)
 AA0921_MARKER: DJ = TIDAL STATION DISK
 AA0921_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0921_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0921_STAMPING: 4008 E 1982
 AA0921_MARK LOGO: NOS   
 AA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0921+STABILITY: SURFACE MOTION
 AA0921
 AA0921  HISTORY     - Date     Condition        Report By
 AA0921  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0921
 AA0921                          STATION DESCRIPTION
 AA0921
 AA0921'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0921'2.9 MI SW FROM MARATHON.
 AA0921'AT THE EAST END OF THE SEVEN MILE BRIDGE, THE MARK BEARS
 AA0921'18.6 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 5.25
 AA0921'FEET EAST OF THE BRIDGE ABUTMENT, 2.0 FEET WEST OF THE
 AA0921'EAST END OF THE GUARDRAIL, AND IS SET IN THE BASE OF THE
 AA0921'GUARDRAIL.
 AA0921'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0920 ***********************************************************************
 AA0920  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0920  DESIGNATION -  872 4008 F TIDAL
 AA0920  PID         -  AA0920
 AA0920  STATE/COUNTY-  FL/MONROE
 AA0920  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0920
 AA0920                         *CURRENT SURVEY CONTROL
 AA0920  ___________________________________________________________________
 AA0920* NAD 83(1986)-  24 42 26.     (N)    081 07 29.     (W)     SCALED    
 AA0920* NAVD 88     -         6.098  (meters)      20.01   (feet)  ADJUSTED  
 AA0920  ___________________________________________________________________
 AA0920  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 AA0920  DYNAMIC HT  -           6.088 (meters)      19.97  (feet)  COMP
 AA0920  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA0920
 AA0920  VERT ORDER  -  SECOND    CLASS I
 AA0920
 AA0920.The horizontal coordinates were scaled from a topographic map and have
 AA0920.an estimated accuracy of +/- 6 seconds.
 AA0920
 AA0920.The orthometric height was determined by differential leveling
 AA0920.and adjusted by the National Geodetic Survey in June 1991..
 AA0920
 AA0920.This Tidal Bench Mark is designated as VM 6308
 AA0920.by the Center for Operational Oceanographic Products and Services.
 AA0920
 AA0920.The geoid height was determined by GEOID03.
 AA0920
 AA0920.The dynamic height is computed by dividing the NAVD 88
 AA0920.geopotential number by the normal gravity value computed on the
 AA0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0920.degrees latitude (g = 980.6199 gals.).
 AA0920
 AA0920.The modeled gravity was interpolated from observed gravity values.
 AA0920
 AA0920;                    North         East    Units  Estimated Accuracy
 AA0920;SPC FL E     -    41,420.      187,380.      MT  (+/- 180 meters Scaled)
 AA0920
 AA0920                          SUPERSEDED SURVEY CONTROL
 AA0920
 AA0920.No superseded survey control is available for this station.
 AA0920
 AA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH873325(NAD 83)
 AA0920_MARKER: DJ = TIDAL STATION DISK
 AA0920_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA0920_SP_SET: CONCRETE HEADWALL
 AA0920_STAMPING: 4008 F 1982
 AA0920_MARK LOGO: NOS   
 AA0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0920
 AA0920  HISTORY     - Date     Condition        Report By
 AA0920  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0920
 AA0920                          STATION DESCRIPTION
 AA0920
 AA0920'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0920'2.9 MI SW FROM MARATHON.
 AA0920'TO REACH GO TO THE EAST END OF THE SEVEN MILE BRIDGE.  THE
 AA0920'MARK IS SET FLUSH IN THE NORTHEAST CONCRETE BRIDGE HEADWALL.
 AA0920'THE MARK BEARS 16.7 FEET WEST OF THE NORTHEAST CORNER OF A
 AA0920'CONCRETE RAIL, 20.8 FEET NORTH OF THE CENTERLINE OF THE BRIDGE
 AA0920'AND 10 FEET BELOW THE TOP OF THE CONCRETE RAIL.
 AA0920'THE MARK IS 7 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0922 ***********************************************************************
 AA0922  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0922  DESIGNATION -  872 4008 G TIDAL FLDT
 AA0922  PID         -  AA0922
 AA0922  STATE/COUNTY-  FL/MONROE
 AA0922  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0922
 AA0922                         *CURRENT SURVEY CONTROL
 AA0922  ___________________________________________________________________
 AA0922* NAD 83(1986)-  24 42 26.     (N)    081 07 29.     (W)     SCALED    
 AA0922* NAVD 88     -         9.161  (meters)      30.06   (feet)  ADJUSTED  
 AA0922  ___________________________________________________________________
 AA0922  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 AA0922  DYNAMIC HT  -           9.146 (meters)      30.01  (feet)  COMP
 AA0922  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA0922
 AA0922  VERT ORDER  -  SECOND    CLASS I
 AA0922
 AA0922.The horizontal coordinates were scaled from a topographic map and have
 AA0922.an estimated accuracy of +/- 6 seconds.
 AA0922
 AA0922.The orthometric height was determined by differential leveling
 AA0922.and adjusted by the National Geodetic Survey in June 1991..
 AA0922
 AA0922.This Tidal Bench Mark is designated as VM 6309
 AA0922.by the Center for Operational Oceanographic Products and Services.
 AA0922
 AA0922.The geoid height was determined by GEOID03.
 AA0922
 AA0922.The dynamic height is computed by dividing the NAVD 88
 AA0922.geopotential number by the normal gravity value computed on the
 AA0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0922.degrees latitude (g = 980.6199 gals.).
 AA0922
 AA0922.The modeled gravity was interpolated from observed gravity values.
 AA0922
 AA0922;                    North         East    Units  Estimated Accuracy
 AA0922;SPC FL E     -    41,420.      187,380.      MT  (+/- 180 meters Scaled)
 AA0922
 AA0922                          SUPERSEDED SURVEY CONTROL
 AA0922
 AA0922.No superseded survey control is available for this station.
 AA0922
 AA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH873325(NAD 83)
 AA0922_MARKER: DB = BENCH MARK DISK
 AA0922_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0922_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0922_STAMPING: 4008 G 1982
 AA0922_MARK LOGO: FLDT  
 AA0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0922+STABILITY: SURFACE MOTION
 AA0922
 AA0922  HISTORY     - Date     Condition        Report By
 AA0922  HISTORY     - 1982     MONUMENTED       FLDT
 AA0922  HISTORY     - 1982     GOOD             FLDNR
 AA0922
 AA0922                          STATION DESCRIPTION
 AA0922
 AA0922'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0922'2.9 MI SW FROM MARATHON.
 AA0922'AT THE EAST END OF THE SEVEN MILE BRIDGE, THE MARK BEARS
 AA0922'19.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT
 AA0922'EAST OF THE BRIDGE ABUTMENT, 6.9 FEET WEST OF THE EAST END
 AA0922'OF THE GUARDRAIL, AND IS SET IN THE TOP OF THE GUARDRAIL.
 AA0922'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1710 ***********************************************************************
 AA1710  DESIGNATION -  872 4008 H TIDAL
 AA1710  PID         -  AA1710
 AA1710  STATE/COUNTY-  FL/MONROE
 AA1710  USGS QUAD   -  MARATHON (1971)
 AA1710
 AA1710                         *CURRENT SURVEY CONTROL
 AA1710  ___________________________________________________________________
 AA1710* NAD 83(1986)-  24 42 28.     (N)    081 07 06.     (W)     SCALED    
 AA1710* NAVD 88     -         2.322  (meters)       7.62   (feet)  ADJUSTED  
 AA1710  ___________________________________________________________________
 AA1710  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AA1710  DYNAMIC HT  -           2.318 (meters)       7.61  (feet)  COMP
 AA1710  MODELED GRAV-     978,966.9   (mgal)                       NAVD 88
 AA1710
 AA1710  VERT ORDER  -  FIRST     CLASS II
 AA1710
 AA1710.The horizontal coordinates were scaled from a topographic map and have
 AA1710.an estimated accuracy of +/- 6 seconds.
 AA1710
 AA1710.The orthometric height was determined by differential leveling
 AA1710.and adjusted by the National Geodetic Survey in May 1994..
 AA1710
 AA1710.The geoid height was determined by GEOID03.
 AA1710
 AA1710.The dynamic height is computed by dividing the NAVD 88
 AA1710.geopotential number by the normal gravity value computed on the
 AA1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1710.degrees latitude (g = 980.6199 gals.).
 AA1710
 AA1710.The modeled gravity was interpolated from observed gravity values.
 AA1710
 AA1710;                    North         East    Units  Estimated Accuracy
 AA1710;SPC FL E     -    41,480.      188,030.      MT  (+/- 180 meters Scaled)
 AA1710
 AA1710                          SUPERSEDED SURVEY CONTROL
 AA1710
 AA1710  NGVD 29 (09/01/92)    2.744  (m)            9.00   (f) ADJUSTED    1 2
 AA1710
 AA1710.Superseded values are not recommended for survey control.
 AA1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1710.See file dsdata.txt to determine how the superseded data were derived.
 AA1710
 AA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH880325(NAD 83)
 AA1710_MARKER: DJ = TIDAL STATION DISK
 AA1710_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1710+WITH SETTING: PAVEMENT
 AA1710_SP_SET: CONCRETE FOUNDATION
 AA1710_STAMPING: 4008 H 1987
 AA1710_MARK LOGO: NOS   
 AA1710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1710+STABILITY: SURFACE MOTION
 AA1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1710+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1710
 AA1710  HISTORY     - Date     Condition        Report By
 AA1710  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1710  HISTORY     - 20050616 GOOD             PB
 AA1710
 AA1710                          STATION DESCRIPTION
 AA1710
 AA1710'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1710'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTHWEST ON
 AA1710'U.S. HIGHWAY 1 FOR 2.5 MI (4.0 KM) TO THE MARK.  LOCATED 77.0 FT
 AA1710'(23.5 M) EAST OF AN EXTENDED CENTERLINE OF A SERVICE ROAD TO KNIGHT
 AA1710'KEY MARINA, 29.3 FT (8.9 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 AA1710'1, AT THE JUNCTION OF THE HIGHWAY AND A BIKE PATH, SET IN THE
 AA1710'NORTHEAST CORNER OF THE TOP OF A 6.3 FT (1.9 M) X 6.3 FT (1.9 M)
 AA1710'WATER MAIN LINE BOX AND IS 0.5 FT (0.2 M) BELOW THE ROAD.
 AA1710
 AA1710                          STATION RECOVERY (2005)
 AA1710
 AA1710'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AA1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0292 ***********************************************************************
 AA0292  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0292  DESIGNATION -  872 4033 TIDAL 1
 AA0292  PID         -  AA0292
 AA0292  STATE/COUNTY-  FL/MONROE
 AA0292  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0292
 AA0292                         *CURRENT SURVEY CONTROL
 AA0292  ___________________________________________________________________
 AA0292* NAD 83(1986)-  24 42 16.     (N)    081 09 20.     (W)     SCALED    
 AA0292* NAVD 88     -         0.770  (meters)       2.53   (feet)  ADJUSTED  
 AA0292  ___________________________________________________________________
 AA0292  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AA0292  DYNAMIC HT  -           0.769 (meters)       2.52  (feet)  COMP
 AA0292  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA0292
 AA0292  VERT ORDER  -  FIRST     CLASS II
 AA0292
 AA0292.The horizontal coordinates were scaled from a topographic map and have
 AA0292.an estimated accuracy of +/- 6 seconds.
 AA0292
 AA0292.The orthometric height was determined by differential leveling
 AA0292.and adjusted by the National Geodetic Survey in June 1991..
 AA0292
 AA0292.This Tidal Bench Mark is designated as VM 6311
 AA0292.by the Center for Operational Oceanographic Products and Services.
 AA0292
 AA0292.This Tidal Bench Mark is designated as VM 6315
 AA0292.by the Center for Operational Oceanographic Products and Services.
 AA0292
 AA0292.The geoid height was determined by GEOID03.
 AA0292
 AA0292.The dynamic height is computed by dividing the NAVD 88
 AA0292.geopotential number by the normal gravity value computed on the
 AA0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0292.degrees latitude (g = 980.6199 gals.).
 AA0292
 AA0292.The modeled gravity was interpolated from observed gravity values.
 AA0292
 AA0292;                    North         East    Units  Estimated Accuracy
 AA0292;SPC FL E     -    41,110.      184,260.      MT  (+/- 180 meters Scaled)
 AA0292
 AA0292                          SUPERSEDED SURVEY CONTROL
 AA0292
 AA0292  NGVD 29 (09/01/92)    1.191  (m)            3.91   (f) ADJUSTED    1 2
 AA0292
 AA0292.Superseded values are not recommended for survey control.
 AA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0292.See file dsdata.txt to determine how the superseded data were derived.
 AA0292
 AA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH842322(NAD 83)
 AA0292_MARKER: DJ = TIDAL STATION DISK
 AA0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0292_SP_SET: CONCRETE BASE
 AA0292_STAMPING: 1 1935
 AA0292_MARK LOGO: CGS   
 AA0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0292
 AA0292  HISTORY     - Date     Condition        Report By
 AA0292  HISTORY     - 1935     MONUMENTED       CGS
 AA0292  HISTORY     - 1966     GOOD             NGS
 AA0292  HISTORY     - 1978     GOOD             NGS
 AA0292  HISTORY     - 1982     GOOD             FLDNR
 AA0292
 AA0292                          STATION DESCRIPTION
 AA0292
 AA0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0292'4.8 MI SW FROM MARATHON.
 AA0292'ABOUT 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0292'OFFICE AT MARATHON, ON PIGEON KEY, UNDER THE SEVE MILE BRIDGE,
 AA0292'SET ON THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE TO THE
 AA0292'THIRD PIER NORTHEAST OF THE PIER WHICH IS AT THE HIGH WATER
 AA0292'LINE, ALONG THE WEST SIDE OF THE KEY, 9 FEET SOUTHWEST OF THE
 AA0292'CENTER OF A SIDEWALK, 1/2 FOOT NORTH OF THE NORTH CORNER OF PIER
 AA0292'AND 1 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AA0292
 AA0292                          STATION RECOVERY (1978)
 AA0292
 AA0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0292'RECOVERED IN GOOD CONDITION.
 AA0292
 AA0292                          STATION RECOVERY (1982)
 AA0292
 AA0292'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0291 ***********************************************************************
 AA0291  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0291  DESIGNATION -  872 4033 TIDAL 3
 AA0291  PID         -  AA0291
 AA0291  STATE/COUNTY-  FL/MONROE
 AA0291  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0291
 AA0291                         *CURRENT SURVEY CONTROL
 AA0291  ___________________________________________________________________
 AA0291* NAD 83(1986)-  24 42 16.     (N)    081 09 22.     (W)     SCALED    
 AA0291* NAVD 88     -         0.761  (meters)       2.50   (feet)  ADJUSTED  
 AA0291  ___________________________________________________________________
 AA0291  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AA0291  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 AA0291  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA0291
 AA0291  VERT ORDER  -  FIRST     CLASS II
 AA0291
 AA0291.The horizontal coordinates were scaled from a topographic map and have
 AA0291.an estimated accuracy of +/- 6 seconds.
 AA0291
 AA0291.The orthometric height was determined by differential leveling
 AA0291.and adjusted by the National Geodetic Survey in June 1991..
 AA0291
 AA0291.This Tidal Bench Mark is designated as VM 6312
 AA0291.by the Center for Operational Oceanographic Products and Services.
 AA0291
 AA0291.This Tidal Bench Mark is designated as VM 6316
 AA0291.by the Center for Operational Oceanographic Products and Services.
 AA0291
 AA0291.The geoid height was determined by GEOID03.
 AA0291
 AA0291.The dynamic height is computed by dividing the NAVD 88
 AA0291.geopotential number by the normal gravity value computed on the
 AA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0291.degrees latitude (g = 980.6199 gals.).
 AA0291
 AA0291.The modeled gravity was interpolated from observed gravity values.
 AA0291
 AA0291;                    North         East    Units  Estimated Accuracy
 AA0291;SPC FL E     -    41,110.      184,200.      MT  (+/- 180 meters Scaled)
 AA0291
 AA0291                          SUPERSEDED SURVEY CONTROL
 AA0291
 AA0291  NGVD 29 (09/01/92)    1.182  (m)            3.88   (f) ADJUSTED    1 2
 AA0291
 AA0291.Superseded values are not recommended for survey control.
 AA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0291.See file dsdata.txt to determine how the superseded data were derived.
 AA0291
 AA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH842322(NAD 83)
 AA0291_MARKER: DJ = TIDAL STATION DISK
 AA0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0291_SP_SET: PIER
 AA0291_STAMPING: 3 1935
 AA0291_MARK LOGO: CGS   
 AA0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0291
 AA0291  HISTORY     - Date     Condition        Report By
 AA0291  HISTORY     - 1935     MONUMENTED       CGS
 AA0291  HISTORY     - 1966     GOOD             NGS
 AA0291  HISTORY     - 1978     GOOD             NGS
 AA0291  HISTORY     - 1982     GOOD             FLDNR
 AA0291
 AA0291                          STATION DESCRIPTION
 AA0291
 AA0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0291'4.8 MI SW FROM MARATHON.
 AA0291'ABOUT 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0291'OFFICE AT MARATHON, ON PIGEON KEY, NEAR THE HIGH WATER LINE,
 AA0291'ALONG THE SOUTHWEST SIDE OF THE KEY, SET ON THE TOP OF THE
 AA0291'NORTH CORNER OF A CONCRETE PIER UNDER SEVEN MILE BRIDGE, ABOUT
 AA0291'6 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE RAMP LEADING
 AA0291'FROM THE BRIDGE TO THE KEY AND ABOUT 2 FEET ABOVE THE LEVEL
 AA0291'OF THE GROUND.
 AA0291
 AA0291                          STATION RECOVERY (1978)
 AA0291
 AA0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0291'RECOVERED IN GOOD CONDITION.
 AA0291
 AA0291                          STATION RECOVERY (1982)
 AA0291
 AA0291'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0959 ***********************************************************************
 AA0959  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0959  DESIGNATION -  872 4093 E TIDAL
 AA0959  PID         -  AA0959
 AA0959  STATE/COUNTY-  FL/MONROE
 AA0959  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0959
 AA0959                         *CURRENT SURVEY CONTROL
 AA0959  ___________________________________________________________________
 AA0959* NAD 83(1986)-  24 40 56.     (N)    081 13 41.     (W)     SCALED    
 AA0959* NAVD 88     -         0.637  (meters)       2.09   (feet)  ADJUSTED  
 AA0959  ___________________________________________________________________
 AA0959  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0959  DYNAMIC HT  -           0.636 (meters)       2.09  (feet)  COMP
 AA0959  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0959
 AA0959  VERT ORDER  -  SECOND    CLASS I
 AA0959
 AA0959.The horizontal coordinates were scaled from a topographic map and have
 AA0959.an estimated accuracy of +/- 6 seconds.
 AA0959
 AA0959.The orthometric height was determined by differential leveling
 AA0959.and adjusted by the National Geodetic Survey in June 1991..
 AA0959
 AA0959.This Tidal Bench Mark is designated as VM 6325
 AA0959.by the Center for Operational Oceanographic Products and Services.
 AA0959
 AA0959.The geoid height was determined by GEOID03.
 AA0959
 AA0959.The dynamic height is computed by dividing the NAVD 88
 AA0959.geopotential number by the normal gravity value computed on the
 AA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0959.degrees latitude (g = 980.6199 gals.).
 AA0959
 AA0959.The modeled gravity was interpolated from observed gravity values.
 AA0959
 AA0959;                    North         East    Units  Estimated Accuracy
 AA0959;SPC FL E     -    38,660.      176,920.      MT  (+/- 180 meters Scaled)
 AA0959
 AA0959                          SUPERSEDED SURVEY CONTROL
 AA0959
 AA0959.No superseded survey control is available for this station.
 AA0959
 AA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH769297(NAD 83)
 AA0959_MARKER: DJ = TIDAL STATION DISK
 AA0959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0959_SP_SET: CONCRETE BULKHEAD
 AA0959_STAMPING: 4093 E 1982
 AA0959_MARK LOGO: NOS   
 AA0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0959+STABILITY: SURFACE MOTION
 AA0959
 AA0959  HISTORY     - Date     Condition        Report By
 AA0959  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0959
 AA0959                          STATION DESCRIPTION
 AA0959
 AA0959'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0959'7 MI WEST FROM MARATHON.
 AA0959'IN MARATHON,
 AA0959'GO TO THE WEST END OF THE SEVENMILE BRIDGE.  THE
 AA0959'MARK IS SET FLUSH IN THE CONCRETE BULKHEAD FOR A BOAT RAMP.
 AA0959'THE MARK BEARS ABOUT 80 YARDS WEST OF THE WEST END OF THE
 AA0959'BRIDGE, 13.8 FEET WEST OF THE CENTERLINE OF THE BOAT RAMP,
 AA0959'50.7 FEET SOUTH OF THE NORTH END OF A SMALL PIER, 29.2 FEET
 AA0959'NORTH OF THE SOUTH END OF THE BULKHEAD.  THE MARK IS ON THE
 AA0959'NORTH SIDE OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0960 ***********************************************************************
 AA0960  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0960  DESIGNATION -  872 4093 F TIDAL
 AA0960  PID         -  AA0960
 AA0960  STATE/COUNTY-  FL/MONROE
 AA0960  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0960
 AA0960                         *CURRENT SURVEY CONTROL
 AA0960  ___________________________________________________________________
 AA0960* NAD 83(1986)-  24 40 56.     (N)    081 13 41.     (W)     SCALED    
 AA0960* NAVD 88     -         0.410  (meters)       1.35   (feet)  ADJUSTED  
 AA0960  ___________________________________________________________________
 AA0960  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0960  DYNAMIC HT  -           0.409 (meters)       1.34  (feet)  COMP
 AA0960  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0960
 AA0960  VERT ORDER  -  SECOND    CLASS I
 AA0960
 AA0960.The horizontal coordinates were scaled from a topographic map and have
 AA0960.an estimated accuracy of +/- 6 seconds.
 AA0960
 AA0960.The orthometric height was determined by differential leveling
 AA0960.and adjusted by the National Geodetic Survey in June 1991..
 AA0960
 AA0960.This Tidal Bench Mark is designated as VM 6326
 AA0960.by the Center for Operational Oceanographic Products and Services.
 AA0960
 AA0960.The geoid height was determined by GEOID03.
 AA0960
 AA0960.The dynamic height is computed by dividing the NAVD 88
 AA0960.geopotential number by the normal gravity value computed on the
 AA0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0960.degrees latitude (g = 980.6199 gals.).
 AA0960
 AA0960.The modeled gravity was interpolated from observed gravity values.
 AA0960
 AA0960;                    North         East    Units  Estimated Accuracy
 AA0960;SPC FL E     -    38,660.      176,920.      MT  (+/- 180 meters Scaled)
 AA0960
 AA0960                          SUPERSEDED SURVEY CONTROL
 AA0960
 AA0960.No superseded survey control is available for this station.
 AA0960
 AA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH769297(NAD 83)
 AA0960_MARKER: DJ = TIDAL STATION DISK
 AA0960_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0960_SP_SET: CONCRETE SEAWALL
 AA0960_STAMPING: 4093 F 1982
 AA0960_MARK LOGO: NOS   
 AA0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0960+STABILITY: SURFACE MOTION
 AA0960
 AA0960  HISTORY     - Date     Condition        Report By
 AA0960  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0960
 AA0960                          STATION DESCRIPTION
 AA0960
 AA0960'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0960'7 MI WEST FROM MARATHON.
 AA0960'IN MARATHON,
 AA0960'GO TO THE WEST END OF THE SEVENMILE BRIDGE.  THE
 AA0960'MARK IS SET FLUSH IN THE CONCRETE SEAWALL, ABOUT 60 YARDS
 AA0960'WEST OF THE WEST END OF THE BRIDGE.  THE MARK BEARS 54.0
 AA0960'FEET EAST OF THE CENTERLINE OF A BOAT RAMP, 127.0 FEET WEST
 AA0960'OF THE END OF THE SEAWALL AND 67.8 FEET EAST OF BENCH MARK
 AA0960'4093 E 1982.  THE MARK IS ON THE NORTH SIDE OF U.S. HIGHWAY
 AA0960'1.
 AA0960'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0958 ***********************************************************************
 AA0958  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0958  DESIGNATION -  872 4093 G TIDAL
 AA0958  PID         -  AA0958
 AA0958  STATE/COUNTY-  FL/MONROE
 AA0958  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0958
 AA0958                         *CURRENT SURVEY CONTROL
 AA0958  ___________________________________________________________________
 AA0958* NAD 83(1986)-  24 40 56.     (N)    081 13 41.     (W)     SCALED    
 AA0958* NAVD 88     -         6.093  (meters)      19.99   (feet)  ADJUSTED  
 AA0958  ___________________________________________________________________
 AA0958  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0958  DYNAMIC HT  -           6.082 (meters)      19.95  (feet)  COMP
 AA0958  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0958
 AA0958  VERT ORDER  -  FIRST     CLASS II
 AA0958
 AA0958.The horizontal coordinates were scaled from a topographic map and have
 AA0958.an estimated accuracy of +/- 6 seconds.
 AA0958
 AA0958.The orthometric height was determined by differential leveling
 AA0958.and adjusted by the National Geodetic Survey in May 1994..
 AA0958
 AA0958.This Tidal Bench Mark is designated as VM 6327
 AA0958.by the Center for Operational Oceanographic Products and Services.
 AA0958
 AA0958.The geoid height was determined by GEOID03.
 AA0958
 AA0958.The dynamic height is computed by dividing the NAVD 88
 AA0958.geopotential number by the normal gravity value computed on the
 AA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0958.degrees latitude (g = 980.6199 gals.).
 AA0958
 AA0958.The modeled gravity was interpolated from observed gravity values.
 AA0958
 AA0958;                    North         East    Units  Estimated Accuracy
 AA0958;SPC FL E     -    38,660.      176,920.      MT  (+/- 180 meters Scaled)
 AA0958
 AA0958                          SUPERSEDED SURVEY CONTROL
 AA0958
 AA0958  NAVD 88 (06/15/91)    6.094  (m)           19.99   (f) UNKNOWN     1 2
 AA0958  NGVD 29 (09/01/92)    6.512  (m)           21.36   (f) ADJUSTED    1 2
 AA0958
 AA0958.Superseded values are not recommended for survey control.
 AA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0958.See file dsdata.txt to determine how the superseded data were derived.
 AA0958
 AA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH769297(NAD 83)
 AA0958_MARKER: DB = BENCH MARK DISK
 AA0958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0958_SP_SET: CONCRETE GUARD RAIL OF BRIDGE
 AA0958_STAMPING: 4093 G
 AA0958_MARK LOGO: FLDT  
 AA0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0958+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0958
 AA0958  HISTORY     - Date     Condition        Report By
 AA0958  HISTORY     - UNK      MONUMENTED       FLDT
 AA0958  HISTORY     - 1982     GOOD             FLDNR
 AA0958  HISTORY     - 19901101 GOOD             FLDNR
 AA0958
 AA0958                          STATION DESCRIPTION
 AA0958
 AA0958'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0958'9.6 MI SW FROM MARATHON.
 AA0958'IN MARATHON,
 AA0958'GO TO THE WEST END OF THE NEW SEVENMILE BRIDGE.
 AA0958'THE MARK IS SET IN THE TOP OF THE SOUTHWEST CONCRETE GUARDRAIL.
 AA0958'THE MARK BEARS 19.7 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE
 AA0958'AND 7.0 FEET EAST OF THE SOUTHWEST CORNER OF THE GUARDRAIL.
 AA0958'THE MARK IS 2.8 FT ABOVE ROAD.
 AA0958
 AA0958                          STATION RECOVERY (1990)
 AA0958
 AA0958'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0279 ***********************************************************************
 AA0279  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0279  DESIGNATION -  872 4093 TIDAL 1
 AA0279  PID         -  AA0279
 AA0279  STATE/COUNTY-  FL/MONROE
 AA0279  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0279
 AA0279                         *CURRENT SURVEY CONTROL
 AA0279  ___________________________________________________________________
 AA0279* NAD 83(1986)-  24 40 57.     (N)    081 13 40.     (W)     SCALED    
 AA0279* NAVD 88     -         4.651  (meters)      15.26   (feet)  ADJUSTED  
 AA0279  ___________________________________________________________________
 AA0279  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0279  DYNAMIC HT  -           4.643 (meters)      15.23  (feet)  COMP
 AA0279  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0279
 AA0279  VERT ORDER  -  FIRST     CLASS II
 AA0279
 AA0279.The horizontal coordinates were scaled from a topographic map and have
 AA0279.an estimated accuracy of +/- 6 seconds.
 AA0279
 AA0279.The orthometric height was determined by differential leveling
 AA0279.and adjusted by the National Geodetic Survey in June 1991..
 AA0279
 AA0279.This Tidal Bench Mark is designated as VM 6331
 AA0279.by the Center for Operational Oceanographic Products and Services.
 AA0279
 AA0279.The geoid height was determined by GEOID03.
 AA0279
 AA0279.The dynamic height is computed by dividing the NAVD 88
 AA0279.geopotential number by the normal gravity value computed on the
 AA0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0279.degrees latitude (g = 980.6199 gals.).
 AA0279
 AA0279.The modeled gravity was interpolated from observed gravity values.
 AA0279
 AA0279;                    North         East    Units  Estimated Accuracy
 AA0279;SPC FL E     -    38,690.      176,950.      MT  (+/- 180 meters Scaled)
 AA0279
 AA0279                          SUPERSEDED SURVEY CONTROL
 AA0279
 AA0279  NGVD 29 (09/01/92)    5.070  (m)           16.63   (f) ADJUSTED    1 2
 AA0279
 AA0279.Superseded values are not recommended for survey control.
 AA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0279.See file dsdata.txt to determine how the superseded data were derived.
 AA0279
 AA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH769298(NAD 83)
 AA0279_MARKER: DJ = TIDAL STATION DISK
 AA0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0279_SP_SET: BRIDGE
 AA0279_STAMPING: NO 1
 AA0279_MARK LOGO: CGS   
 AA0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0279
 AA0279  HISTORY     - Date     Condition        Report By
 AA0279  HISTORY     - UNK      MONUMENTED       CGS
 AA0279  HISTORY     - 1966     GOOD             NGS
 AA0279  HISTORY     - 1978     GOOD             NGS
 AA0279  HISTORY     - 1982     GOOD             FLDNR
 AA0279
 AA0279                          STATION DESCRIPTION
 AA0279
 AA0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0279'9.6 MI SW FROM MARATHON.
 AA0279'ABOUT 9.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0279'OFFICE AT MARATHON, ON LITTLE DUCK KEY, SET ON THE TOP OF THE
 AA0279'SOUTH CONCRETE WING WALL AT THE WEST END OF THE SEVEN MILE
 AA0279'BRIDGE, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 AA0279'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0279
 AA0279                          STATION RECOVERY (1978)
 AA0279
 AA0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0279'RECOVERED IN GOOD CONDITION.
 AA0279
 AA0279                          STATION RECOVERY (1982)
 AA0279
 AA0279'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0955 ***********************************************************************
 AA0955  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0955  DESIGNATION -  872 4099 D TIDAL FLDT
 AA0955  PID         -  AA0955
 AA0955  STATE/COUNTY-  FL/MONROE
 AA0955  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0955
 AA0955                         *CURRENT SURVEY CONTROL
 AA0955  ___________________________________________________________________
 AA0955* NAD 83(1986)-  24 40 47.     (N)    081 14 03.     (W)     SCALED    
 AA0955* NAVD 88     -         5.079  (meters)      16.66   (feet)  ADJUSTED  
 AA0955  ___________________________________________________________________
 AA0955  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0955  DYNAMIC HT  -           5.071 (meters)      16.64  (feet)  COMP
 AA0955  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0955
 AA0955  VERT ORDER  -  SECOND    CLASS I
 AA0955
 AA0955.The horizontal coordinates were scaled from a topographic map and have
 AA0955.an estimated accuracy of +/- 6 seconds.
 AA0955
 AA0955.The orthometric height was determined by differential leveling
 AA0955.and adjusted by the National Geodetic Survey in June 1991..
 AA0955
 AA0955.This Tidal Bench Mark is designated as VM 6345
 AA0955.by the Center for Operational Oceanographic Products and Services.
 AA0955
 AA0955.The geoid height was determined by GEOID03.
 AA0955
 AA0955.The dynamic height is computed by dividing the NAVD 88
 AA0955.geopotential number by the normal gravity value computed on the
 AA0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0955.degrees latitude (g = 980.6199 gals.).
 AA0955
 AA0955.The modeled gravity was interpolated from observed gravity values.
 AA0955
 AA0955;                    North         East    Units  Estimated Accuracy
 AA0955;SPC FL E     -    38,390.      176,300.      MT  (+/- 180 meters Scaled)
 AA0955
 AA0955                          SUPERSEDED SURVEY CONTROL
 AA0955
 AA0955.No superseded survey control is available for this station.
 AA0955
 AA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH763295(NAD 83)
 AA0955_MARKER: DB = BENCH MARK DISK
 AA0955_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0955_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0955_STAMPING: 4099 D
 AA0955_MARK LOGO: FLDT  
 AA0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0955
 AA0955  HISTORY     - Date     Condition        Report By
 AA0955  HISTORY     - UNK      MONUMENTED       FLDT
 AA0955  HISTORY     - 1982     GOOD             FLDNR
 AA0955  HISTORY     - 1986     GOOD             FLDNR
 AA0955
 AA0955                          STATION DESCRIPTION
 AA0955
 AA0955'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0955'10.1 MI SW FROM MARATHON.
 AA0955'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0955'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0955'LITTLE DUCK CHANNEL AND THE MARK.  THE MARK IS SET IN
 AA0955'THE GUARDRAIL AT THE NORTHEAST END OF THE BRIDGE, 23.35
 AA0955'FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 10.5 FEET
 AA0955'SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL, AND
 AA0955'0.5 FOOT NORTHEAST OF THE ABUTMENT.
 AA0955'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0955
 AA0955                          STATION RECOVERY (1986)
 AA0955
 AA0955'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0954 ***********************************************************************
 AA0954  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0954  DESIGNATION -  872 4099 E TIDAL FLDT
 AA0954  PID         -  AA0954
 AA0954  STATE/COUNTY-  FL/MONROE
 AA0954  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0954
 AA0954                         *CURRENT SURVEY CONTROL
 AA0954  ___________________________________________________________________
 AA0954* NAD 83(1986)-  24 40 42.     (N)    081 14 11.     (W)     SCALED    
 AA0954* NAVD 88     -         5.079  (meters)      16.66   (feet)  ADJUSTED  
 AA0954  ___________________________________________________________________
 AA0954  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AA0954  DYNAMIC HT  -           5.071 (meters)      16.64  (feet)  COMP
 AA0954  MODELED GRAV-     978,966.2   (mgal)                       NAVD 88
 AA0954
 AA0954  VERT ORDER  -  SECOND    CLASS I
 AA0954
 AA0954.The horizontal coordinates were scaled from a topographic map and have
 AA0954.an estimated accuracy of +/- 6 seconds.
 AA0954
 AA0954.The orthometric height was determined by differential leveling
 AA0954.and adjusted by the National Geodetic Survey in June 1991..
 AA0954
 AA0954.This Tidal Bench Mark is designated as VM 6346
 AA0954.by the Center for Operational Oceanographic Products and Services.
 AA0954
 AA0954.The geoid height was determined by GEOID03.
 AA0954
 AA0954.The dynamic height is computed by dividing the NAVD 88
 AA0954.geopotential number by the normal gravity value computed on the
 AA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0954.degrees latitude (g = 980.6199 gals.).
 AA0954
 AA0954.The modeled gravity was interpolated from observed gravity values.
 AA0954
 AA0954;                    North         East    Units  Estimated Accuracy
 AA0954;SPC FL E     -    38,230.      176,080.      MT  (+/- 180 meters Scaled)
 AA0954
 AA0954                          SUPERSEDED SURVEY CONTROL
 AA0954
 AA0954.No superseded survey control is available for this station.
 AA0954
 AA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH760293(NAD 83)
 AA0954_MARKER: DB = BENCH MARK DISK
 AA0954_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0954_SP_SET: CONCRETE GUARDRAIL
 AA0954_STAMPING: 4099 E
 AA0954_MARK LOGO: FLDT  
 AA0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0954
 AA0954  HISTORY     - Date     Condition        Report By
 AA0954  HISTORY     - UNK      MONUMENTED       FLDT
 AA0954  HISTORY     - 1982     GOOD             FLDNR
 AA0954  HISTORY     - 1986     GOOD             FLDNR
 AA0954
 AA0954                          STATION DESCRIPTION
 AA0954
 AA0954'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0954'10.1 MI SW FROM MARATHON.
 AA0954'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0954'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0954'LITTLE DUCK CHANNEL AND THE VICINITY OF THE MARK.  THE
 AA0954'MARK IS SET IN THE TOP OF THE GUARDRAIL AT THE SOUTHWEST
 AA0954'END OF THE BRIDGE, 23.3 FEET SOUTHEAST OF THE CENTERLINE
 AA0954'OF U.S. 1, 10.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AA0954'GUARDRAIL, AND 0.6 FOOT SOUTHWEST OF THE ABUTMENT.
 AA0954'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0954
 AA0954                          STATION RECOVERY (1986)
 AA0954
 AA0954'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0953 ***********************************************************************
 AA0953  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0953  DESIGNATION -  872 4099 F TIDAL
 AA0953  PID         -  AA0953
 AA0953  STATE/COUNTY-  FL/MONROE
 AA0953  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0953
 AA0953                         *CURRENT SURVEY CONTROL
 AA0953  ___________________________________________________________________
 AA0953* NAD 83(1986)-  24 40 42.     (N)    081 14 11.     (W)     SCALED    
 AA0953* NAVD 88     -         4.258  (meters)      13.97   (feet)  ADJUSTED  
 AA0953  ___________________________________________________________________
 AA0953  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AA0953  DYNAMIC HT  -           4.251 (meters)      13.95  (feet)  COMP
 AA0953  MODELED GRAV-     978,966.2   (mgal)                       NAVD 88
 AA0953
 AA0953  VERT ORDER  -  SECOND    CLASS I
 AA0953
 AA0953.The horizontal coordinates were scaled from a topographic map and have
 AA0953.an estimated accuracy of +/- 6 seconds.
 AA0953
 AA0953.The orthometric height was determined by differential leveling
 AA0953.and adjusted by the National Geodetic Survey in June 1991..
 AA0953
 AA0953.This Tidal Bench Mark is designated as VM 6347
 AA0953.by the Center for Operational Oceanographic Products and Services.
 AA0953
 AA0953.The geoid height was determined by GEOID03.
 AA0953
 AA0953.The dynamic height is computed by dividing the NAVD 88
 AA0953.geopotential number by the normal gravity value computed on the
 AA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0953.degrees latitude (g = 980.6199 gals.).
 AA0953
 AA0953.The modeled gravity was interpolated from observed gravity values.
 AA0953
 AA0953;                    North         East    Units  Estimated Accuracy
 AA0953;SPC FL E     -    38,230.      176,080.      MT  (+/- 180 meters Scaled)
 AA0953
 AA0953                          SUPERSEDED SURVEY CONTROL
 AA0953
 AA0953.No superseded survey control is available for this station.
 AA0953
 AA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH760293(NAD 83)
 AA0953_MARKER: DJ = TIDAL STATION DISK
 AA0953_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0953_SP_SET: CONCRETE BRIDGE CHEEKWALL
 AA0953_STAMPING: 4099 F 1982
 AA0953_MARK LOGO: NOS   
 AA0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0953+STABILITY: SURFACE MOTION
 AA0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0953+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2003
 AA0953
 AA0953  HISTORY     - Date     Condition        Report By
 AA0953  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0953  HISTORY     - 20030224 GOOD             USPSQD
 AA0953
 AA0953                          STATION DESCRIPTION
 AA0953
 AA0953'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0953'10.1 MI SW FROM MARATHON.
 AA0953'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0953'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0953'LITTLE DUCK CHANNEL AND THE VICINITY OF THE MARK.  THE
 AA0953'MARK IS SET IN THE BRIDGE CHEEKWALL AT THE SOUTHWEST END
 AA0953'OF THE BRIDGE, 25.5 FEET NORTHWEST OF THE CENTERLINE OF
 AA0953'THE HIGHWAY, 2.8 FEET SOUTHEAST OF THE NORTHWEST EDGE
 AA0953'OF THE CHEEKWALL AND 41.4 FEET SOUTHWEST OF A METAL GUARD
 AA0953'FOR THE AQUEDUCT.
 AA0953'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0953
 AA0953                          STATION RECOVERY (2003)
 AA0953
 AA0953'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 AA0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0956 ***********************************************************************
 AA0956  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0956  DESIGNATION -  872 4099 TIDAL 2
 AA0956  PID         -  AA0956
 AA0956  STATE/COUNTY-  FL/MONROE
 AA0956  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0956
 AA0956                         *CURRENT SURVEY CONTROL
 AA0956  ___________________________________________________________________
 AA0956* NAD 83(1986)-  24 40 47.     (N)    081 14 03.     (W)     SCALED    
 AA0956* NAVD 88     -         2.699  (meters)       8.86   (feet)  ADJUSTED  
 AA0956  ___________________________________________________________________
 AA0956  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0956  DYNAMIC HT  -           2.694 (meters)       8.84  (feet)  COMP
 AA0956  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0956
 AA0956  VERT ORDER  -  SECOND    CLASS I
 AA0956
 AA0956.The horizontal coordinates were scaled from a topographic map and have
 AA0956.an estimated accuracy of +/- 6 seconds.
 AA0956
 AA0956.The orthometric height was determined by differential leveling
 AA0956.and adjusted by the National Geodetic Survey in June 1991..
 AA0956
 AA0956.This Tidal Bench Mark is designated as VM 6343
 AA0956.by the Center for Operational Oceanographic Products and Services.
 AA0956
 AA0956.The geoid height was determined by GEOID03.
 AA0956
 AA0956.The dynamic height is computed by dividing the NAVD 88
 AA0956.geopotential number by the normal gravity value computed on the
 AA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0956.degrees latitude (g = 980.6199 gals.).
 AA0956
 AA0956.The modeled gravity was interpolated from observed gravity values.
 AA0956
 AA0956;                    North         East    Units  Estimated Accuracy
 AA0956;SPC FL E     -    38,390.      176,300.      MT  (+/- 180 meters Scaled)
 AA0956
 AA0956                          SUPERSEDED SURVEY CONTROL
 AA0956
 AA0956.No superseded survey control is available for this station.
 AA0956
 AA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH763295(NAD 83)
 AA0956_MARKER: DJ = TIDAL STATION DISK
 AA0956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0956_SP_SET: CONCRETE WINGWALL
 AA0956_STAMPING: NO 2 1975
 AA0956_MARK LOGO: NOS   
 AA0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0956+STABILITY: SURFACE MOTION
 AA0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0956+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2003
 AA0956
 AA0956  HISTORY     - Date     Condition        Report By
 AA0956  HISTORY     - 1975     MONUMENTED       NOS
 AA0956  HISTORY     - 1982     GOOD             FLDNR
 AA0956  HISTORY     - 20030224 GOOD             USPSQD
 AA0956
 AA0956                          STATION DESCRIPTION
 AA0956
 AA0956'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0956'10.1 MI SW FROM MARATHON.
 AA0956'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0956'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0956'LITTLE DUCK CHANNEL AND THE VICINITY OF THE MARK.  THE
 AA0956'MARK IS SET IN THE SOUTHEAST CONCRETE WINGWALL OF THE
 AA0956'OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 15.0
 AA0956'FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE, AND
 AA0956'4.5 FEET SOUTHEAAST OF THE NORTHEAST ABUTMENT.
 AA0956'THE MARK IS 3 FT BELOW OLD BRIDGE.
 AA0956
 AA0956                          STATION RECOVERY (2003)
 AA0956
 AA0956'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 AA0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0957 ***********************************************************************
 AA0957  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0957  DESIGNATION -  872 4099 TIDAL 3
 AA0957  PID         -  AA0957
 AA0957  STATE/COUNTY-  FL/MONROE
 AA0957  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0957
 AA0957                         *CURRENT SURVEY CONTROL
 AA0957  ___________________________________________________________________
 AA0957* NAD 83(1986)-  24 40 47.     (N)    081 14 03.     (W)     SCALED    
 AA0957* NAVD 88     -         3.454  (meters)      11.33   (feet)  ADJUSTED  
 AA0957  ___________________________________________________________________
 AA0957  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0957  DYNAMIC HT  -           3.448 (meters)      11.31  (feet)  COMP
 AA0957  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0957
 AA0957  VERT ORDER  -  FIRST     CLASS II
 AA0957
 AA0957.The horizontal coordinates were scaled from a topographic map and have
 AA0957.an estimated accuracy of +/- 6 seconds.
 AA0957
 AA0957.The orthometric height was determined by differential leveling
 AA0957.and adjusted by the National Geodetic Survey in May 1994..
 AA0957
 AA0957.This Tidal Bench Mark is designated as VM 6344
 AA0957.by the Center for Operational Oceanographic Products and Services.
 AA0957
 AA0957.The geoid height was determined by GEOID03.
 AA0957
 AA0957.The dynamic height is computed by dividing the NAVD 88
 AA0957.geopotential number by the normal gravity value computed on the
 AA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0957.degrees latitude (g = 980.6199 gals.).
 AA0957
 AA0957.The modeled gravity was interpolated from observed gravity values.
 AA0957
 AA0957;                    North         East    Units  Estimated Accuracy
 AA0957;SPC FL E     -    38,390.      176,300.      MT  (+/- 180 meters Scaled)
 AA0957
 AA0957                          SUPERSEDED SURVEY CONTROL
 AA0957
 AA0957  NAVD 88 (06/15/91)    3.462  (m)           11.36   (f) UNKNOWN     1 2
 AA0957  NGVD 29 (09/01/92)    3.873  (m)           12.71   (f) ADJUSTED    1 2
 AA0957
 AA0957.Superseded values are not recommended for survey control.
 AA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0957.See file dsdata.txt to determine how the superseded data were derived.
 AA0957
 AA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH763295(NAD 83)
 AA0957_MARKER: DJ = TIDAL STATION DISK
 AA0957_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0957_SP_SET: BRIDGE CONCRETE GUARDRAIL
 AA0957_STAMPING: NO 3 1975
 AA0957_MARK LOGO: NOS   
 AA0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0957+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0957
 AA0957  HISTORY     - Date     Condition        Report By
 AA0957  HISTORY     - 1975     MONUMENTED       NOS
 AA0957  HISTORY     - 1982     GOOD             FLDNR
 AA0957  HISTORY     - 19901101 GOOD             FLDNR
 AA0957
 AA0957                          STATION DESCRIPTION
 AA0957
 AA0957'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0957'10.1 MI SW FROM MARATHON.
 AA0957'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0957'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0957'LITTLE DUCK CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0957'TOP OF THE CURB AT THE NORTHEAST END OF THE OLD HIGHWAY
 AA0957'BRIDGE, NOW USED AS A FISHING PIER, 11.0 FEET NORTHWEST
 AA0957'OF THE CENTERLINE OF THE OLD BRIDGE, AND 18.0 FEET
 AA0957'NORTHEAST OF THE SOUTH END OF THE WINGWALL ON THE
 AA0957'NORTHWEST SIDE OF THE BRIDGE.
 AA0957'THE MARK IS 0.5 FT ABOVE OLD BRIDGE.
 AA0957
 AA0957                          STATION RECOVERY (1990)
 AA0957
 AA0957'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0949 ***********************************************************************
 AA0949  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0949  DESIGNATION -  872 4107 E TIDAL FLDT
 AA0949  PID         -  AA0949
 AA0949  STATE/COUNTY-  FL/MONROE
 AA0949  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0949
 AA0949                         *CURRENT SURVEY CONTROL
 AA0949  ___________________________________________________________________
 AA0949* NAD 83(1986)-  24 40 26.     (N)    081 14 35.     (W)     SCALED    
 AA0949* NAVD 88     -         5.093  (meters)      16.71   (feet)  ADJUSTED  
 AA0949  ___________________________________________________________________
 AA0949  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AA0949  DYNAMIC HT  -           5.085 (meters)      16.68  (feet)  COMP
 AA0949  MODELED GRAV-     978,966.0   (mgal)                       NAVD 88
 AA0949
 AA0949  VERT ORDER  -  SECOND    CLASS I
 AA0949
 AA0949.The horizontal coordinates were scaled from a topographic map and have
 AA0949.an estimated accuracy of +/- 6 seconds.
 AA0949
 AA0949.The orthometric height was determined by differential leveling
 AA0949.and adjusted by the National Geodetic Survey in June 1991..
 AA0949
 AA0949.This Tidal Bench Mark is designated as VM 6348
 AA0949.by the Center for Operational Oceanographic Products and Services.
 AA0949
 AA0949.The geoid height was determined by GEOID03.
 AA0949
 AA0949.The dynamic height is computed by dividing the NAVD 88
 AA0949.geopotential number by the normal gravity value computed on the
 AA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0949.degrees latitude (g = 980.6199 gals.).
 AA0949
 AA0949.The modeled gravity was interpolated from observed gravity values.
 AA0949
 AA0949;                    North         East    Units  Estimated Accuracy
 AA0949;SPC FL E     -    37,740.      175,400.      MT  (+/- 180 meters Scaled)
 AA0949
 AA0949                          SUPERSEDED SURVEY CONTROL
 AA0949
 AA0949.No superseded survey control is available for this station.
 AA0949
 AA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH754288(NAD 83)
 AA0949_MARKER: DB = BENCH MARK DISK
 AA0949_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0949_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0949_STAMPING: 4107 E
 AA0949_MARK LOGO: FLDT  
 AA0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0949
 AA0949  HISTORY     - Date     Condition        Report By
 AA0949  HISTORY     - UNK      MONUMENTED       FLDT
 AA0949  HISTORY     - 1982     GOOD             FLDNR
 AA0949  HISTORY     - 1986     GOOD             FLDNR
 AA0949
 AA0949                          STATION DESCRIPTION
 AA0949
 AA0949'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0949'10.8 MI SW FROM MARATHON.
 AA0949'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0949'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0949'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0949'TOP OF THE GUARDRAIL AT THE SOUTHWEST END OF THE BRIDGE,
 AA0949'23.6 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0949'FOOT SOUTHWEST OF THE ABUTMENT, AND 10.5 FEET NORTHEAST
 AA0949'OF THE SOUTHWEST END OF THE GUARDRAIL.
 AA0949'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0949
 AA0949                          STATION RECOVERY (1986)
 AA0949
 AA0949'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0952 ***********************************************************************
 AA0952  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0952  DESIGNATION -  872 4107 F TIDAL FLDT
 AA0952  PID         -  AA0952
 AA0952  STATE/COUNTY-  FL/MONROE
 AA0952  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0952
 AA0952                         *CURRENT SURVEY CONTROL
 AA0952  ___________________________________________________________________
 AA0952* NAD 83(1986)-  24 40 34.     (N)    081 14 24.     (W)     SCALED    
 AA0952* NAVD 88     -         5.081  (meters)      16.67   (feet)  ADJUSTED  
 AA0952  ___________________________________________________________________
 AA0952  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AA0952  DYNAMIC HT  -           5.073 (meters)      16.64  (feet)  COMP
 AA0952  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 AA0952
 AA0952  VERT ORDER  -  SECOND    CLASS I
 AA0952
 AA0952.The horizontal coordinates were scaled from a topographic map and have
 AA0952.an estimated accuracy of +/- 6 seconds.
 AA0952
 AA0952.The orthometric height was determined by differential leveling
 AA0952.and adjusted by the National Geodetic Survey in June 1991..
 AA0952
 AA0952.This Tidal Bench Mark is designated as VM 6349
 AA0952.by the Center for Operational Oceanographic Products and Services.
 AA0952
 AA0952.The geoid height was determined by GEOID03.
 AA0952
 AA0952.The dynamic height is computed by dividing the NAVD 88
 AA0952.geopotential number by the normal gravity value computed on the
 AA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0952.degrees latitude (g = 980.6199 gals.).
 AA0952
 AA0952.The modeled gravity was interpolated from observed gravity values.
 AA0952
 AA0952;                    North         East    Units  Estimated Accuracy
 AA0952;SPC FL E     -    37,990.      175,710.      MT  (+/- 180 meters Scaled)
 AA0952
 AA0952                          SUPERSEDED SURVEY CONTROL
 AA0952
 AA0952.No superseded survey control is available for this station.
 AA0952
 AA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH757291(NAD 83)
 AA0952_MARKER: DB = BENCH MARK DISK
 AA0952_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0952_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0952_STAMPING: 4107 F
 AA0952_MARK LOGO: FLDT  
 AA0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0952
 AA0952  HISTORY     - Date     Condition        Report By
 AA0952  HISTORY     - UNK      MONUMENTED       FLDT
 AA0952  HISTORY     - 1982     GOOD             FLDNR
 AA0952  HISTORY     - 1986     GOOD             FLDNR
 AA0952
 AA0952                          STATION DESCRIPTION
 AA0952
 AA0952'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0952'10.8 MI SW FROM MARATHON.
 AA0952'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0952'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0952'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE TOP
 AA0952'OF THE GUARDRAIL AT THE NORTHEAST END OF THE BRIDGE,
 AA0952'23.1 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0952'FOOT NORTHEAST OF THE ABUTMENT, AND 10.5 FEET SOUTHWEST
 AA0952'OF THE NORTHEAST END OF THE GUARDRAIL.
 AA0952'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0952
 AA0952                          STATION RECOVERY (1986)
 AA0952
 AA0952'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1703 ***********************************************************************
 AA1703  DESIGNATION -  872 4107 G TIDAL
 AA1703  PID         -  AA1703
 AA1703  STATE/COUNTY-  FL/MONROE
 AA1703  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA1703
 AA1703                         *CURRENT SURVEY CONTROL
 AA1703  ___________________________________________________________________
 AA1703* NAD 83(1986)-  24 40 35.     (N)    081 14 20.     (W)     SCALED    
 AA1703* NAVD 88     -         2.874  (meters)       9.43   (feet)  ADJUSTED  
 AA1703  ___________________________________________________________________
 AA1703  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AA1703  DYNAMIC HT  -           2.869 (meters)       9.41  (feet)  COMP
 AA1703  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 AA1703
 AA1703  VERT ORDER  -  FIRST     CLASS II
 AA1703
 AA1703.The horizontal coordinates were scaled from a topographic map and have
 AA1703.an estimated accuracy of +/- 6 seconds.
 AA1703
 AA1703.The orthometric height was determined by differential leveling
 AA1703.and adjusted by the National Geodetic Survey in May 1994..
 AA1703
 AA1703.The geoid height was determined by GEOID03.
 AA1703
 AA1703.The dynamic height is computed by dividing the NAVD 88
 AA1703.geopotential number by the normal gravity value computed on the
 AA1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1703.degrees latitude (g = 980.6199 gals.).
 AA1703
 AA1703.The modeled gravity was interpolated from observed gravity values.
 AA1703
 AA1703;                    North         East    Units  Estimated Accuracy
 AA1703;SPC FL E     -    38,020.      175,820.      MT  (+/- 180 meters Scaled)
 AA1703
 AA1703                          SUPERSEDED SURVEY CONTROL
 AA1703
 AA1703  NGVD 29 (09/01/92)    3.294  (m)           10.81   (f) ADJUSTED    1 2
 AA1703
 AA1703.Superseded values are not recommended for survey control.
 AA1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1703.See file dsdata.txt to determine how the superseded data were derived.
 AA1703
 AA1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH758291(NAD 83)
 AA1703_MARKER: DJ = TIDAL STATION DISK
 AA1703_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1703_SP_SET: LG POWER POLE FOUNDATION
 AA1703_STAMPING: 4107 G 1988
 AA1703_MARK LOGO: NOS   
 AA1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1703+STABILITY: SURFACE MOTION
 AA1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1703+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA1703
 AA1703  HISTORY     - Date     Condition        Report By
 AA1703  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1703
 AA1703                          STATION DESCRIPTION
 AA1703
 AA1703'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1703'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO NORTH AND
 AA1703'EAST ON U.S. HIGHWAY 1 FOR 9.3 MI (15.0 KM) TO THE STATION, SET IN
 AA1703'THE CONCRETE FOUNDATION OF POWER POLE NUMBER PH-3 T-113 MK-1, IN THE
 AA1703'CENTER OF THE NORTH SIDE OF THE BASE.  LOCATED 42.4 FT (12.9 M) SOUTH
 AA1703'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 135.0 FT (41.1 M)
 AA1703'EAST SOUTHEAST OF THE SOUTHEAST END OF THE OHIO-MISSOURI CHANNEL
 AA1703'BRIDGE AND 5.0 FT (1.5 M) BELOW THE LEVEL OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0950 ***********************************************************************
 AA0950  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0950  DESIGNATION -  872 4107 TIDAL 4
 AA0950  PID         -  AA0950
 AA0950  STATE/COUNTY-  FL/MONROE
 AA0950  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0950
 AA0950                         *CURRENT SURVEY CONTROL
 AA0950  ___________________________________________________________________
 AA0950* NAD 83(1986)-  24 40 26.     (N)    081 14 35.     (W)     SCALED    
 AA0950* NAVD 88     -         2.771  (meters)       9.09   (feet)  ADJUSTED  
 AA0950  ___________________________________________________________________
 AA0950  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AA0950  DYNAMIC HT  -           2.767 (meters)       9.08  (feet)  COMP
 AA0950  MODELED GRAV-     978,966.0   (mgal)                       NAVD 88
 AA0950
 AA0950  VERT ORDER  -  SECOND    CLASS I
 AA0950
 AA0950.The horizontal coordinates were scaled from a topographic map and have
 AA0950.an estimated accuracy of +/- 6 seconds.
 AA0950
 AA0950.The orthometric height was determined by differential leveling
 AA0950.and adjusted by the National Geodetic Survey in June 1991..
 AA0950
 AA0950.This Tidal Bench Mark is designated as VM 6352
 AA0950.by the Center for Operational Oceanographic Products and Services.
 AA0950
 AA0950.The geoid height was determined by GEOID03.
 AA0950
 AA0950.The dynamic height is computed by dividing the NAVD 88
 AA0950.geopotential number by the normal gravity value computed on the
 AA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0950.degrees latitude (g = 980.6199 gals.).
 AA0950
 AA0950.The modeled gravity was interpolated from observed gravity values.
 AA0950
 AA0950;                    North         East    Units  Estimated Accuracy
 AA0950;SPC FL E     -    37,740.      175,400.      MT  (+/- 180 meters Scaled)
 AA0950
 AA0950                          SUPERSEDED SURVEY CONTROL
 AA0950
 AA0950.No superseded survey control is available for this station.
 AA0950
 AA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH754288(NAD 83)
 AA0950_MARKER: DJ = TIDAL STATION DISK
 AA0950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0950_SP_SET: CONCRETE WINGWALL
 AA0950_STAMPING: NO 4 1975
 AA0950_MARK LOGO: NOS   
 AA0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0950+STABILITY: SURFACE MOTION
 AA0950
 AA0950  HISTORY     - Date     Condition        Report By
 AA0950  HISTORY     - 1975     MONUMENTED       NOS
 AA0950  HISTORY     - 1982     GOOD             FLDNR
 AA0950
 AA0950                          STATION DESCRIPTION
 AA0950
 AA0950'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0950'10.8 MI SW FROM MARATHON.
 AA0950'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0950'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0950'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0950'WINGWALL AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE,
 AA0950'NOW USED AS A FISHING PIER, 4 FEET SOUTH OF THE ABUTMENT
 AA0950'AND 18 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE.
 AA0950'THE MARK IS 3 FT BELOW OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0951 ***********************************************************************
 AA0951  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0951  DESIGNATION -  872 4107 TIDAL 5
 AA0951  PID         -  AA0951
 AA0951  STATE/COUNTY-  FL/MONROE
 AA0951  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0951
 AA0951                         *CURRENT SURVEY CONTROL
 AA0951  ___________________________________________________________________
 AA0951* NAD 83(1986)-  24 40 26.     (N)    081 14 35.     (W)     SCALED    
 AA0951* NAVD 88     -         3.660  (meters)      12.01   (feet)  ADJUSTED  
 AA0951  ___________________________________________________________________
 AA0951  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AA0951  DYNAMIC HT  -           3.654 (meters)      11.99  (feet)  COMP
 AA0951  MODELED GRAV-     978,966.0   (mgal)                       NAVD 88
 AA0951
 AA0951  VERT ORDER  -  FIRST     CLASS II
 AA0951
 AA0951.The horizontal coordinates were scaled from a topographic map and have
 AA0951.an estimated accuracy of +/- 6 seconds.
 AA0951
 AA0951.The orthometric height was determined by differential leveling
 AA0951.and adjusted by the National Geodetic Survey in June 1991..
 AA0951
 AA0951.This Tidal Bench Mark is designated as VM 6353
 AA0951.by the Center for Operational Oceanographic Products and Services.
 AA0951
 AA0951.The geoid height was determined by GEOID03.
 AA0951
 AA0951.The dynamic height is computed by dividing the NAVD 88
 AA0951.geopotential number by the normal gravity value computed on the
 AA0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0951.degrees latitude (g = 980.6199 gals.).
 AA0951
 AA0951.The modeled gravity was interpolated from observed gravity values.
 AA0951
 AA0951;                    North         East    Units  Estimated Accuracy
 AA0951;SPC FL E     -    37,740.      175,400.      MT  (+/- 180 meters Scaled)
 AA0951
 AA0951                          SUPERSEDED SURVEY CONTROL
 AA0951
 AA0951  NGVD 29 (09/01/92)    4.081  (m)           13.39   (f) ADJUSTED    1 2
 AA0951
 AA0951.Superseded values are not recommended for survey control.
 AA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0951.See file dsdata.txt to determine how the superseded data were derived.
 AA0951
 AA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH754288(NAD 83)
 AA0951_MARKER: DB = BENCH MARK DISK
 AA0951_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0951_SP_SET: CONCRETE GUARD RAIL OF LG BRID
 AA0951_STAMPING: NO 5 1975
 AA0951_MARK LOGO: NOS   
 AA0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0951+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0951
 AA0951  HISTORY     - Date     Condition        Report By
 AA0951  HISTORY     - 1975     MONUMENTED       NOS
 AA0951  HISTORY     - 1982     GOOD             FLDNR
 AA0951  HISTORY     - 19901101 GOOD             FLDNR
 AA0951
 AA0951                          STATION DESCRIPTION
 AA0951
 AA0951'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0951'10.8 MI SW FROM MARATHON.
 AA0951'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0951'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0951'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE ABUTMENT
 AA0951'AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE, NOW USED AS
 AA0951'A FISHING PIER, 10.7 FEET NORTHWEST OF THE CENTERLINE OF THE
 AA0951'OLD BRIDGE, AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF
 AA0951'THE BRIDGE.
 AA0951
 AA0951                          STATION RECOVERY (1990)
 AA0951
 AA0951'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0946 ***********************************************************************
 AA0946  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0946  DESIGNATION -  872 4112 E TIDAL FLDT
 AA0946  PID         -  AA0946
 AA0946  STATE/COUNTY-  FL/MONROE
 AA0946  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0946
 AA0946                         *CURRENT SURVEY CONTROL
 AA0946  ___________________________________________________________________
 AA0946* NAD 83(1986)-  24 40 12.     (N)    081 14 54.     (W)     SCALED    
 AA0946* NAVD 88     -         4.808  (meters)      15.77   (feet)  ADJUSTED  
 AA0946  ___________________________________________________________________
 AA0946  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 AA0946  DYNAMIC HT  -           4.800 (meters)      15.75  (feet)  COMP
 AA0946  MODELED GRAV-     978,965.7   (mgal)                       NAVD 88
 AA0946
 AA0946  VERT ORDER  -  SECOND    CLASS I
 AA0946
 AA0946.The horizontal coordinates were scaled from a topographic map and have
 AA0946.an estimated accuracy of +/- 6 seconds.
 AA0946
 AA0946.The orthometric height was determined by differential leveling
 AA0946.and adjusted by the National Geodetic Survey in June 1991..
 AA0946
 AA0946.This Tidal Bench Mark is designated as VM 6358
 AA0946.by the Center for Operational Oceanographic Products and Services.
 AA0946
 AA0946.The geoid height was determined by GEOID03.
 AA0946
 AA0946.The dynamic height is computed by dividing the NAVD 88
 AA0946.geopotential number by the normal gravity value computed on the
 AA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0946.degrees latitude (g = 980.6199 gals.).
 AA0946
 AA0946.The modeled gravity was interpolated from observed gravity values.
 AA0946
 AA0946;                    North         East    Units  Estimated Accuracy
 AA0946;SPC FL E     -    37,310.      174,870.      MT  (+/- 180 meters Scaled)
 AA0946
 AA0946                          SUPERSEDED SURVEY CONTROL
 AA0946
 AA0946.No superseded survey control is available for this station.
 AA0946
 AA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0946_MARKER: DB = BENCH MARK DISK
 AA0946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0946_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0946_STAMPING: 4112 E
 AA0946_MARK LOGO: FLDT  
 AA0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0946
 AA0946  HISTORY     - Date     Condition        Report By
 AA0946  HISTORY     - UNK      MONUMENTED       FLDT
 AA0946  HISTORY     - 1982     GOOD             FLDNR
 AA0946
 AA0946                          STATION DESCRIPTION
 AA0946
 AA0946'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0946'11.2 MI SW FROM MARATHON.
 AA0946'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0946'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0946'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0946'TOP OF THE GUARDRAIL AT THE SOUTHWEST END OF THE BRIDGE,
 AA0946'23.2 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0946'FOOT SOUTHWEST OF THE ABUTMENT, AND 10.5 FEET NORTHEAST
 AA0946'OF THE SOUTHWEST END OF THE GUARDRAIL.
 AA0946'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0945 ***********************************************************************
 AA0945  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0945  DESIGNATION -  872 4112 F TIDAL
 AA0945  PID         -  AA0945
 AA0945  STATE/COUNTY-  FL/MONROE
 AA0945  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0945
 AA0945                         *CURRENT SURVEY CONTROL
 AA0945  ___________________________________________________________________
 AA0945* NAD 83(1986)-  24 40 14.     (N)    081 14 54.     (W)     SCALED    
 AA0945* NAVD 88     -         5.064  (meters)      16.61   (feet)  ADJUSTED  
 AA0945  ___________________________________________________________________
 AA0945  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 AA0945  DYNAMIC HT  -           5.056 (meters)      16.59  (feet)  COMP
 AA0945  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 AA0945
 AA0945  VERT ORDER  -  FIRST     CLASS II
 AA0945
 AA0945.The horizontal coordinates were scaled from a topographic map and have
 AA0945.an estimated accuracy of +/- 6 seconds.
 AA0945
 AA0945.The orthometric height was determined by differential leveling
 AA0945.and adjusted by the National Geodetic Survey in June 1991..
 AA0945
 AA0945.This Tidal Bench Mark is designated as VM 6359
 AA0945.by the Center for Operational Oceanographic Products and Services.
 AA0945
 AA0945.The geoid height was determined by GEOID03.
 AA0945
 AA0945.The dynamic height is computed by dividing the NAVD 88
 AA0945.geopotential number by the normal gravity value computed on the
 AA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0945.degrees latitude (g = 980.6199 gals.).
 AA0945
 AA0945.The modeled gravity was interpolated from observed gravity values.
 AA0945
 AA0945;                    North         East    Units  Estimated Accuracy
 AA0945;SPC FL E     -    37,370.      174,870.      MT  (+/- 180 meters Scaled)
 AA0945
 AA0945                          SUPERSEDED SURVEY CONTROL
 AA0945
 AA0945  NGVD 29 (09/01/92)    5.487  (m)           18.00   (f) ADJUSTED    1 2
 AA0945
 AA0945.Superseded values are not recommended for survey control.
 AA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0945.See file dsdata.txt to determine how the superseded data were derived.
 AA0945
 AA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0945_MARKER: DR = REFERENCE MARK DISK
 AA0945_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0945_SP_SET: CONCRETE GUARD RAIL OF LG BRID
 AA0945_STAMPING: 4112 F
 AA0945_MARK LOGO: FLDT  
 AA0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0945+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0945
 AA0945  HISTORY     - Date     Condition        Report By
 AA0945  HISTORY     - UNK      MONUMENTED       FLDT
 AA0945  HISTORY     - 1982     GOOD             FLDNR
 AA0945  HISTORY     - 19901101 GOOD             FLDNR
 AA0945
 AA0945                          STATION DESCRIPTION
 AA0945
 AA0945'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0945'11.2 MI SW FROM MARATHON.
 AA0945'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0945'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0945'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0945'TOP OF THE GUARDRAIL AT THE NORTHEAST END OF THE BRIDGE,
 AA0945'25.6 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0945'FOOT NORTHEAST OF THE ABUTMENT, AND 10.5 FEET SOUTHWEST
 AA0945'OF THE NORTHEAST END OF THE GUARDRAIL.
 AA0945'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0945
 AA0945                          STATION RECOVERY (1990)
 AA0945
 AA0945'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0947 ***********************************************************************
 AA0947  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0947  DESIGNATION -  872 4112 TIDAL 1
 AA0947  PID         -  AA0947
 AA0947  STATE/COUNTY-  FL/MONROE
 AA0947  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0947
 AA0947                         *CURRENT SURVEY CONTROL
 AA0947  ___________________________________________________________________
 AA0947* NAD 83(1986)-  24 40 12.     (N)    081 14 54.     (W)     SCALED    
 AA0947* NAVD 88     -         0.836  (meters)       2.74   (feet)  ADJUSTED  
 AA0947  ___________________________________________________________________
 AA0947  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 AA0947  DYNAMIC HT  -           0.834 (meters)       2.74  (feet)  COMP
 AA0947  MODELED GRAV-     978,965.7   (mgal)                       NAVD 88
 AA0947
 AA0947  VERT ORDER  -  SECOND    CLASS I
 AA0947
 AA0947.The horizontal coordinates were scaled from a topographic map and have
 AA0947.an estimated accuracy of +/- 6 seconds.
 AA0947
 AA0947.The orthometric height was determined by differential leveling
 AA0947.and adjusted by the National Geodetic Survey in June 1991..
 AA0947
 AA0947.This Tidal Bench Mark is designated as VM 6354
 AA0947.by the Center for Operational Oceanographic Products and Services.
 AA0947
 AA0947.The geoid height was determined by GEOID03.
 AA0947
 AA0947.The dynamic height is computed by dividing the NAVD 88
 AA0947.geopotential number by the normal gravity value computed on the
 AA0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0947.degrees latitude (g = 980.6199 gals.).
 AA0947
 AA0947.The modeled gravity was interpolated from observed gravity values.
 AA0947
 AA0947;                    North         East    Units  Estimated Accuracy
 AA0947;SPC FL E     -    37,310.      174,870.      MT  (+/- 180 meters Scaled)
 AA0947
 AA0947                          SUPERSEDED SURVEY CONTROL
 AA0947
 AA0947.No superseded survey control is available for this station.
 AA0947
 AA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0947_MARKER: DJ = TIDAL STATION DISK
 AA0947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0947_SP_SET: CONCRETE WINGWALL
 AA0947_STAMPING: NO 1 1975
 AA0947_MARK LOGO: NOS   
 AA0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0947+STABILITY: SURFACE MOTION
 AA0947
 AA0947  HISTORY     - Date     Condition        Report By
 AA0947  HISTORY     - 1975     MONUMENTED       NOS
 AA0947  HISTORY     - 1982     GOOD             FLDNR
 AA0947
 AA0947                          STATION DESCRIPTION
 AA0947
 AA0947'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0947'11.2 MI SW FROM MARATHON.
 AA0947'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0947'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0947'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0947'WINGWALL AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE,
 AA0947'47 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE,
 AA0947'35 FEET SOUTH OF THE CURB, AND IS UNDERNEATH THE NEW
 AA0947'BRIDGE.
 AA0947'THE MARK IS 7 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0948 ***********************************************************************
 AA0948  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0948  DESIGNATION -  872 4112 TIDAL 2
 AA0948  PID         -  AA0948
 AA0948  STATE/COUNTY-  FL/MONROE
 AA0948  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0948
 AA0948                         *CURRENT SURVEY CONTROL
 AA0948  ___________________________________________________________________
 AA0948* NAD 83(1986)-  24 40 12.     (N)    081 14 54.     (W)     SCALED    
 AA0948* NAVD 88     -         2.660  (meters)       8.73   (feet)  ADJUSTED  
 AA0948  ___________________________________________________________________
 AA0948  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 AA0948  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 AA0948  MODELED GRAV-     978,965.7   (mgal)                       NAVD 88
 AA0948
 AA0948  VERT ORDER  -  SECOND    CLASS I
 AA0948
 AA0948.The horizontal coordinates were scaled from a topographic map and have
 AA0948.an estimated accuracy of +/- 6 seconds.
 AA0948
 AA0948.The orthometric height was determined by differential leveling
 AA0948.and adjusted by the National Geodetic Survey in June 1991..
 AA0948
 AA0948.This Tidal Bench Mark is designated as VM 6355
 AA0948.by the Center for Operational Oceanographic Products and Services.
 AA0948
 AA0948.The geoid height was determined by GEOID03.
 AA0948
 AA0948.The dynamic height is computed by dividing the NAVD 88
 AA0948.geopotential number by the normal gravity value computed on the
 AA0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0948.degrees latitude (g = 980.6199 gals.).
 AA0948
 AA0948.The modeled gravity was interpolated from observed gravity values.
 AA0948
 AA0948;                    North         East    Units  Estimated Accuracy
 AA0948;SPC FL E     -    37,310.      174,870.      MT  (+/- 180 meters Scaled)
 AA0948
 AA0948                          SUPERSEDED SURVEY CONTROL
 AA0948
 AA0948.No superseded survey control is available for this station.
 AA0948
 AA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0948_MARKER: DJ = TIDAL STATION DISK
 AA0948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0948_SP_SET: CONCRETE WINGWALL
 AA0948_STAMPING: NO 2 1975
 AA0948_MARK LOGO: NOS   
 AA0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0948+STABILITY: SURFACE MOTION
 AA0948
 AA0948  HISTORY     - Date     Condition        Report By
 AA0948  HISTORY     - 1975     MONUMENTED       NOS
 AA0948  HISTORY     - 1982     GOOD             FLDNR
 AA0948
 AA0948                          STATION DESCRIPTION
 AA0948
 AA0948'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0948'11.2 MI SW FROM MARATHON.
 AA0948'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0948'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0948'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0948'WINGWALL AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE,
 AA0948'15.5 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE,
 AA0948'AND 21.5 FEET SOUTH OF THE NORTH END OF THE WINGWALL.
 AA0948'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0898 ***********************************************************************
 AA0898  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0898  DESIGNATION -  872 4138 F TIDAL
 AA0898  PID         -  AA0898
 AA0898  STATE/COUNTY-  FL/MONROE
 AA0898  USGS QUAD   -  BIG PINE KEY (1972)
 AA0898
 AA0898                         *CURRENT SURVEY CONTROL
 AA0898  ___________________________________________________________________
 AA0898* NAD 83(1986)-  24 39 20.     (N)    081 16 53.     (W)     SCALED    
 AA0898* NAVD 88     -         1.160  (meters)       3.81   (feet)  ADJUSTED  
 AA0898  ___________________________________________________________________
 AA0898  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AA0898  DYNAMIC HT  -           1.158 (meters)       3.80  (feet)  COMP
 AA0898  MODELED GRAV-     978,965.1   (mgal)                       NAVD 88
 AA0898
 AA0898  VERT ORDER  -  SECOND    CLASS I
 AA0898
 AA0898.The horizontal coordinates were scaled from a topographic map and have
 AA0898.an estimated accuracy of +/- 6 seconds.
 AA0898
 AA0898.The orthometric height was determined by differential leveling
 AA0898.and adjusted by the National Geodetic Survey in June 1991..
 AA0898
 AA0898.This Tidal Bench Mark is designated as VM 6365
 AA0898.by the Center for Operational Oceanographic Products and Services.
 AA0898
 AA0898.The geoid height was determined by GEOID03.
 AA0898
 AA0898.The dynamic height is computed by dividing the NAVD 88
 AA0898.geopotential number by the normal gravity value computed on the
 AA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0898.degrees latitude (g = 980.6199 gals.).
 AA0898
 AA0898.The modeled gravity was interpolated from observed gravity values.
 AA0898
 AA0898;                    North         East    Units  Estimated Accuracy
 AA0898;SPC FL E     -    35,720.      171,520.      MT  (+/- 180 meters Scaled)
 AA0898
 AA0898                          SUPERSEDED SURVEY CONTROL
 AA0898
 AA0898.No superseded survey control is available for this station.
 AA0898
 AA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH715268(NAD 83)
 AA0898_MARKER: DJ = TIDAL STATION DISK
 AA0898_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0898_SP_SET: CONCRETE WALKWAY
 AA0898_STAMPING: 4138 F 1982
 AA0898_MARK LOGO: NOS   
 AA0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0898
 AA0898  HISTORY     - Date     Condition        Report By
 AA0898  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0898  HISTORY     - 20050407 GOOD             USPSQD
 AA0898
 AA0898                          STATION DESCRIPTION
 AA0898
 AA0898'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0898'13.4 MI SW FROM MARATHON.
 AA0898'THE MARK IS AT BAHIA HONDA STATE RECREATION AREA, NEAR THE TACKLE SHOP
 AA0898'THE MARK BEARS 4.35 FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF THE
 AA0898'TACKLE SHOP, 0.5 FOOT SOUTHWEST OF THE STAIRS BEHIND THE TACKLE
 AA0898'SHOP, 16.5 FEET EAST OF THE NORTHEAST EDGE OF THE PARKING LOT,
 AA0898'AND 35.35 FEET NORTHWEST OF THE SOUTH CORNER OF THE DIVE SHOP.
 AA0898
 AA0898                          STATION RECOVERY (2005)
 AA0898
 AA0898'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA0898'THE TACKLE HOPS IS NOW THE PARK ADMINISTRATIVE OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0268 ***********************************************************************
 AA0268  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0268  DESIGNATION -  872 4138 TIDAL 4
 AA0268  PID         -  AA0268
 AA0268  STATE/COUNTY-  FL/MONROE
 AA0268  USGS QUAD   -  BIG PINE KEY (1972)
 AA0268
 AA0268                         *CURRENT SURVEY CONTROL
 AA0268  ___________________________________________________________________
 AA0268* NAD 83(1986)-  24 39 17.     (N)    081 16 54.     (W)     SCALED    
 AA0268* NAVD 88     -         7.350  (meters)      24.11   (feet)  ADJUSTED  
 AA0268  ___________________________________________________________________
 AA0268  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AA0268  DYNAMIC HT  -           7.337 (meters)      24.07  (feet)  COMP
 AA0268  MODELED GRAV-     978,965.0   (mgal)                       NAVD 88
 AA0268
 AA0268  VERT ORDER  -  FIRST     CLASS II
 AA0268
 AA0268.The horizontal coordinates were scaled from a topographic map and have
 AA0268.an estimated accuracy of +/- 6 seconds.
 AA0268
 AA0268.The orthometric height was determined by differential leveling
 AA0268.and adjusted by the National Geodetic Survey in June 1991..
 AA0268
 AA0268.This Tidal Bench Mark is designated as VM 6368
 AA0268.by the Center for Operational Oceanographic Products and Services.
 AA0268
 AA0268.The geoid height was determined by GEOID03.
 AA0268
 AA0268.The dynamic height is computed by dividing the NAVD 88
 AA0268.geopotential number by the normal gravity value computed on the
 AA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0268.degrees latitude (g = 980.6199 gals.).
 AA0268
 AA0268.The modeled gravity was interpolated from observed gravity values.
 AA0268
 AA0268;                    North         East    Units  Estimated Accuracy
 AA0268;SPC FL E     -    35,630.      171,490.      MT  (+/- 180 meters Scaled)
 AA0268
 AA0268                          SUPERSEDED SURVEY CONTROL
 AA0268
 AA0268  NGVD 29 (09/01/92)    7.774  (m)           25.51   (f) ADJUSTED    1 2
 AA0268
 AA0268.Superseded values are not recommended for survey control.
 AA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0268.See file dsdata.txt to determine how the superseded data were derived.
 AA0268
 AA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH714267(NAD 83)
 AA0268_MARKER: DJ = TIDAL STATION DISK
 AA0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0268_SP_SET: BRIDGE
 AA0268_STAMPING: NO 4 1936
 AA0268_MARK LOGO: CGS   
 AA0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0268
 AA0268  HISTORY     - Date     Condition        Report By
 AA0268  HISTORY     - 1936     MONUMENTED       CGS
 AA0268  HISTORY     - 1966     GOOD             NGS
 AA0268  HISTORY     - 1970     GOOD             NGS
 AA0268  HISTORY     - 1978     GOOD             NGS
 AA0268  HISTORY     - 1982     GOOD             FLDNR
 AA0268  HISTORY     - 20050407 GOOD             USPSQD
 AA0268
 AA0268                          STATION DESCRIPTION
 AA0268
 AA0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0268'13.4 MI SW FROM MARATHON.
 AA0268'ABOUT 13.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0268'OFFICE AT MARATHON, ON BAHIA HONDA KEY, NEAR THE EAST BANK OF
 AA0268'BIG SPANISH CHANNEL, AT THE EAST END OF THE BRIDGE OVER CHANNEL,
 AA0268'SET ON THE TOP OF THE SOUTH CONCRETE WING WALL, 105 YARDS WEST
 AA0268'OF THE EAST END OF THE BRIDGE, 16 FEET SOUTH OF THE CENTER LINE
 AA0268'OF THE HIGHWAY (MEASURED UNDER THE BRIDGE), 17.2 FEET NORTHWEST
 AA0268'OF W BAHIA RM 2 AND ABOUT 30 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0268
 AA0268                          STATION RECOVERY (1970)
 AA0268
 AA0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0268'RECOVERED IN GOOD CONDITION.
 AA0268
 AA0268                          STATION RECOVERY (1978)
 AA0268
 AA0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0268'RECOVERED IN GOOD CONDITION.
 AA0268
 AA0268                          STATION RECOVERY (1982)
 AA0268
 AA0268'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0268'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT NOTE
 AA0268'THAT THE MARK IS IN THE OLD HIGHWAY BRIDGE, NOW A HISTORIC MONUMENT
 AA0268'AT BAHIA HONDA STATE RECREATION AREA.
 AA0268
 AA0268                          STATION RECOVERY (2005)
 AA0268
 AA0268'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0696 ***********************************************************************
 AA0696  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0696  DESIGNATION -  872 4166 D TIDAL
 AA0696  PID         -  AA0696
 AA0696  STATE/COUNTY-  FL/MONROE
 AA0696  USGS QUAD   -  BIG PINE KEY (1972)
 AA0696
 AA0696                         *CURRENT SURVEY CONTROL
 AA0696  ___________________________________________________________________
 AA0696* NAD 83(1986)-  24 38 56.     (N)    081 19 05.     (W)     SCALED    
 AA0696* NAVD 88     -         5.796  (meters)      19.02   (feet)  ADJUSTED  
 AA0696  ___________________________________________________________________
 AA0696  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AA0696  DYNAMIC HT  -           5.786 (meters)      18.98  (feet)  COMP
 AA0696  MODELED GRAV-     978,965.2   (mgal)                       NAVD 88
 AA0696  OBS GRAVITY -     978,964.0   (mgal)                       GRAV_OBS
 AA0696
 AA0696  VERT ORDER  -  FIRST     CLASS II
 AA0696
 AA0696.The horizontal coordinates were scaled from a topographic map and have
 AA0696.an estimated accuracy of +/- 6 seconds.
 AA0696
 AA0696.The orthometric height was determined by differential leveling
 AA0696.and adjusted by the National Geodetic Survey in June 1991..
 AA0696
 AA0696.This Tidal Bench Mark is designated as VM 15854
 AA0696.by the Center for Operational Oceanographic Products and Services.
 AA0696
 AA0696.The geoid height was determined by GEOID03.
 AA0696
 AA0696.The dynamic height is computed by dividing the NAVD 88
 AA0696.geopotential number by the normal gravity value computed on the
 AA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0696.degrees latitude (g = 980.6199 gals.).
 AA0696
 AA0696.The modeled gravity was interpolated from observed gravity values.
 AA0696.The observed gravity was obtained from relative gravimeter ties
 AA0696.to the IGSN71 gravity network.
 AA0696
 AA0696;                    North         East    Units  Estimated Accuracy
 AA0696;SPC FL E     -    34,990.      167,800.      MT  (+/- 180 meters Scaled)
 AA0696
 AA0696                          SUPERSEDED SURVEY CONTROL
 AA0696
 AA0696  NGVD 29 (09/01/92)    6.216  (m)           20.39   (f) ADJUSTED    1 2
 AA0696
 AA0696.Superseded values are not recommended for survey control.
 AA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0696.See file dsdata.txt to determine how the superseded data were derived.
 AA0696
 AA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678261(NAD 83)
 AA0696_MARKER: DJ = TIDAL STATION DISK
 AA0696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0696_SP_SET: CONCRETE WINGWALL
 AA0696_STAMPING: 4166 D 1982
 AA0696_MARK LOGO: NOS   
 AA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0696+STABILITY: SURFACE MOTION
 AA0696
 AA0696  HISTORY     - Date     Condition        Report By
 AA0696  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0696  HISTORY     - 19901026 GOOD             FLDNR
 AA0696
 AA0696                          STATION DESCRIPTION
 AA0696
 AA0696'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0696'15.9 MI SW FROM MARATHON.
 AA0696'BEGIN AT THE POST OFFICE IN MARATHON, GO 15.9 MILES SOUTHWEST ON
 AA0696'U.S. HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER SPANISH VIADUCT
 AA0696'CHANNEL AND THE MARK.  THE MARK BEARS 23.2 FEET SOUTH OF THE
 AA0696'CENTERLINE OF THE HIGHWAY, 2.2 FEET NORTH OF THE SOUTH END OF THE
 AA0696'CHEEKWALL, AND 10.9 FEET WEST OF THE EAST END OF THE GUARDRAIL.
 AA0696'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0696
 AA0696                          STATION RECOVERY (1990)
 AA0696
 AA0696'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0695 ***********************************************************************
 AA0695  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0695  DESIGNATION -  872 4166 E TIDAL
 AA0695  PID         -  AA0695
 AA0695  STATE/COUNTY-  FL/MONROE
 AA0695  USGS QUAD   -  BIG PINE KEY (1972)
 AA0695
 AA0695                         *CURRENT SURVEY CONTROL
 AA0695  ___________________________________________________________________
 AA0695* NAD 83(1999)-  24 38 56.55891(N)    081 19 09.13818(W)     ADJUSTED  
 AA0695* NAVD 88     -         5.769  (meters)      18.93   (feet)  ADJUSTED  
 AA0695  ___________________________________________________________________
 AA0695  X           -     875,439.396 (meters)                     COMP
 AA0695  Y           -  -5,733,875.483 (meters)                     COMP
 AA0695  Z           -   2,643,784.460 (meters)                     COMP
 AA0695  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AA0695  ELLIP HEIGHT-         -16.20  (meters)          (06/19/01) GPS OBS
 AA0695  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AA0695  DYNAMIC HT  -           5.760 (meters)      18.90  (feet)  COMP
 AA0695  MODELED GRAV-     978,965.2   (mgal)                       NAVD 88
 AA0695
 AA0695  HORZ ORDER  -  FIRST
 AA0695  VERT ORDER  -  SECOND    CLASS I
 AA0695  ELLP ORDER  -  FOURTH    CLASS I
 AA0695
 AA0695.The horizontal coordinates were established by GPS observations
 AA0695.and adjusted by the National Geodetic Survey in June 2001..
 AA0695
 AA0695.The orthometric height was determined by differential leveling
 AA0695.and adjusted by the National Geodetic Survey in June 1991..
 AA0695
 AA0695.This Tidal Bench Mark is designated as VM 15855
 AA0695.by the Center for Operational Oceanographic Products and Services.
 AA0695
 AA0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0695
 AA0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0695
 AA0695.The ellipsoidal height was determined by GPS observations
 AA0695.and is referenced to NAD 83.
 AA0695
 AA0695.The geoid height was determined by GEOID03.
 AA0695
 AA0695.The dynamic height is computed by dividing the NAVD 88
 AA0695.geopotential number by the normal gravity value computed on the
 AA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0695.degrees latitude (g = 980.6199 gals.).
 AA0695
 AA0695.The modeled gravity was interpolated from observed gravity values.
 AA0695
 AA0695;                    North         East     Units Scale Factor Converg.
 AA0695;SPC FL E     -    35,005.307   167,687.083   MT  0.99995407   -0 07 59.3
 AA0695;SPC FL E     -   114,846.58    550,153.37   sFT  0.99995407   -0 07 59.3
 AA0695;UTM  17      - 2,726,125.345   467,698.108   MT  0.99961289   -0 07 59.3
 AA0695
 AA0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0695!SPC FL E     -   1.00000255  x   0.99995407  =   0.99995662
 AA0695!UTM  17      -   1.00000255  x   0.99961289  =   0.99961543
 AA0695
 AA0695                          SUPERSEDED SURVEY CONTROL
 AA0695
 AA0695  NAD 83(1990)-  24 38 56.55699(N)    081 19 09.13819(W) AD(       ) 1
 AA0695  ELLIP H (07/31/95)  -16.14   (m)                       GP(       ) 4 1
 AA0695  NAVD 88 (07/31/95)    5.77   (m)           18.9    (f) LEVELING    3  
 AA0695
 AA0695.Superseded values are not recommended for survey control.
 AA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0695.See file dsdata.txt to determine how the superseded data were derived.
 AA0695
 AA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6769826125(NAD 83)
 AA0695_MARKER: DB = BENCH MARK DISK
 AA0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0695_SP_SET: CONCRETE PAVEMENT OF A BRIDGE
 AA0695_STAMPING: 4166 E 1982
 AA0695_MARK LOGO: NOS   
 AA0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0695+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1994
 AA0695
 AA0695  HISTORY     - Date     Condition        Report By
 AA0695  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0695  HISTORY     - 19940215 GOOD             KEISCH
 AA0695
 AA0695                          STATION DESCRIPTION
 AA0695
 AA0695'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0695'15.9 MI SW FROM MARATHON.
 AA0695'BEGIN AT THE POST OFFICE IN MARATHON, GO 15.9 MILES SOUTHWEST ON
 AA0695'U.S. HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER SPANISH VIADUCT
 AA0695'CHANNEL AND THE MARK.  THE MARK BEARS 17.3 FEET NORTH OF THE
 AA0695'CENTERLINE OF THE HIGHWAY, 0.4 FOOT WEST OF THE EAST END OF THE
 AA0695'GUARDRAIL, AND 10.7 FEET EAST OF THE EAST ABUTMENT.
 AA0695'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0695
 AA0695                          STATION RECOVERY (1994)
 AA0695
 AA0695'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0695'THE STATION IS LOCATED AT THE WEST END OF SPANISH HARBOR KEY AT THE
 AA0695'EAST END OF THE U.S. 1 BRIDGE OVER SPANISH VIADUCT CHANNEL IN MONROE
 AA0695'COUNTY, FLORIDA. TO REACH THE STATION FROM THE POST OFFICE ON BIG PINE
 AA0695'KEY, GO EAST ON U.S. 1 FOR 3.7 MI (6.0 KM) TO THE EAST END OF THE
 AA0695'BRIDGE OVER SPANISH VIADUCT CHANNEL AND THE STATION ON THE LEFT. THE
 AA0695'STATION LIES IN THE NORTHEAST CORNER OF THE BRIDGE. THE STATION IS A
 AA0695'NATIONAL OCEAN SERVICE BENCHMARK DISC SET IN THE CONCRETE FOOTING OF
 AA0695'THE BRIDGE, STAMPED "4166 E 1982." REFERENCES-- FOUND A F.D.O.T.
 AA0695'SURVEY MARKER SET IN A CONCRETE GUARDRAIL, MAGNETIC AZIMUTH OF 272
 AA0695'DEGREES AT 9.78 FT (2.98 M) . FOUND A NAIL AND DISC SET IN AN ASPHALT
 AA0695'SIDEWALK, MAGNETIC AZIMUTH OF 25 DEGREES AT 26.78 FT (8.16 M) . KEITH
 AA0695'AND SCHNARS NAIL AND DISC, SET IN ASPHALT OF U.S. 1, MAGNETIC AZIMUTH
 AA0695'OF 104 DEGREES AT 19.19 FT (5.85 M) . SET CARSONITE WITNESS POST, 0.4
 AA0695'FT (0.1 M) EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1692 ***********************************************************************
 AA1692  DESIGNATION -  872 4166 F TIDAL
 AA1692  PID         -  AA1692
 AA1692  STATE/COUNTY-  FL/MONROE
 AA1692  USGS QUAD   -  BIG PINE KEY (1972)
 AA1692
 AA1692                         *CURRENT SURVEY CONTROL
 AA1692  ___________________________________________________________________
 AA1692* NAD 83(1986)-  24 38 57.     (N)    081 19 00.     (W)     SCALED    
 AA1692* NAVD 88     -         2.304  (meters)       7.56   (feet)  ADJUSTED  
 AA1692  ___________________________________________________________________
 AA1692  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AA1692  DYNAMIC HT  -           2.300 (meters)       7.55  (feet)  COMP
 AA1692  MODELED GRAV-     978,965.2   (mgal)                       NAVD 88
 AA1692
 AA1692  VERT ORDER  -  FIRST     CLASS II
 AA1692
 AA1692.The horizontal coordinates were scaled from a topographic map and have
 AA1692.an estimated accuracy of +/- 6 seconds.
 AA1692
 AA1692.The orthometric height was determined by differential leveling
 AA1692.and adjusted by the National Geodetic Survey in May 1994..
 AA1692
 AA1692.The geoid height was determined by GEOID03.
 AA1692
 AA1692.The dynamic height is computed by dividing the NAVD 88
 AA1692.geopotential number by the normal gravity value computed on the
 AA1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1692.degrees latitude (g = 980.6199 gals.).
 AA1692
 AA1692.The modeled gravity was interpolated from observed gravity values.
 AA1692
 AA1692;                    North         East    Units  Estimated Accuracy
 AA1692;SPC FL E     -    35,020.      167,940.      MT  (+/- 180 meters Scaled)
 AA1692
 AA1692                          SUPERSEDED SURVEY CONTROL
 AA1692
 AA1692  NGVD 29 (09/01/92)    2.724  (m)            8.94   (f) ADJUSTED    1 2
 AA1692
 AA1692.Superseded values are not recommended for survey control.
 AA1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1692.See file dsdata.txt to determine how the superseded data were derived.
 AA1692
 AA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH679261(NAD 83)
 AA1692_MARKER: DJ = TIDAL STATION DISK
 AA1692_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1692_SP_SET: CONCRETE BASE FOR POWER POLE
 AA1692_STAMPING: 4166 F 1988
 AA1692_MARK LOGO: NOS   
 AA1692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1692+STABILITY: SURFACE MOTION
 AA1692
 AA1692  HISTORY     - Date     Condition        Report By
 AA1692  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1692
 AA1692                          STATION DESCRIPTION
 AA1692
 AA1692'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1692'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTHWEST ON
 AA1692'U.S. HIGHWAY 1 FOR 15.7 MI (25.3 KM) TO THE MARK ON WEST SUMMERLAND
 AA1692'KEY, SET IN THE NORTH SIDE OF A 6.5 FT (2.0 M) DIAMETER CONCRETE BASE
 AA1692'FOR A METAL POWER POLE NUMBER PH-3 T-41 WS-2.  LOCATED EAST OF THE
 AA1692'EAST END OF THE SPANISH HARBOR BRIDGE 45.0 FT (13.7 M) SOUTH OF THE
 AA1692'CENTERLINE OF U.S. HIGHWAY 1, 0.9 FT (0.3 M) NORTH OF THE NORTH FACE
 AA1692'OF THE POWER POLE, 1.3 FT (0.4 M) ABOVE THE GROUND AND 3.0 FT (0.9 M)
 AA1692'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1693 ***********************************************************************
 AA1693  DESIGNATION -  872 4166 G TIDAL
 AA1693  PID         -  AA1693
 AA1693  STATE/COUNTY-  FL/MONROE
 AA1693  USGS QUAD   -  BIG PINE KEY (1972)
 AA1693
 AA1693                         *CURRENT SURVEY CONTROL
 AA1693  ___________________________________________________________________
 AA1693* NAD 83(1986)-  24 38 58.     (N)    081 18 48.     (W)     SCALED    
 AA1693* NAVD 88     -         0.999  (meters)       3.28   (feet)  ADJUSTED  
 AA1693  ___________________________________________________________________
 AA1693  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AA1693  DYNAMIC HT  -           0.997 (meters)       3.27  (feet)  COMP
 AA1693  MODELED GRAV-     978,965.1   (mgal)                       NAVD 88
 AA1693
 AA1693  VERT ORDER  -  FIRST     CLASS II
 AA1693
 AA1693.The horizontal coordinates were scaled from a topographic map and have
 AA1693.an estimated accuracy of +/- 6 seconds.
 AA1693
 AA1693.The orthometric height was determined by differential leveling
 AA1693.and adjusted by the National Geodetic Survey in May 1994..
 AA1693
 AA1693.The geoid height was determined by GEOID03.
 AA1693
 AA1693.The dynamic height is computed by dividing the NAVD 88
 AA1693.geopotential number by the normal gravity value computed on the
 AA1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1693.degrees latitude (g = 980.6199 gals.).
 AA1693
 AA1693.The modeled gravity was interpolated from observed gravity values.
 AA1693
 AA1693;                    North         East    Units  Estimated Accuracy
 AA1693;SPC FL E     -    35,050.      168,280.      MT  (+/- 180 meters Scaled)
 AA1693
 AA1693                          SUPERSEDED SURVEY CONTROL
 AA1693
 AA1693  NGVD 29 (09/01/92)    1.420  (m)            4.66   (f) ADJUSTED    1 2
 AA1693
 AA1693.Superseded values are not recommended for survey control.
 AA1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1693.See file dsdata.txt to determine how the superseded data were derived.
 AA1693
 AA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH682261(NAD 83)
 AA1693_MARKER: DJ = TIDAL STATION DISK
 AA1693_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1693_SP_SET: CONCRETE BASE FOR POWER POLE
 AA1693_STAMPING: 4166 G 1988
 AA1693_MARK LOGO: NOS   
 AA1693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1693+STABILITY: SURFACE MOTION
 AA1693
 AA1693  HISTORY     - Date     Condition        Report By
 AA1693  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1693
 AA1693                          STATION DESCRIPTION
 AA1693
 AA1693'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1693'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTWEST ON
 AA1693'U.S. HIGHWAY 1 FOR 15.5 MI (24.9 KM) TO THE MARK ON WEST SUMMERLAND
 AA1693'KEY, SET IN THE NORTH SIDE OF A 4.5 FT (1.4 M) DIAMETER CONCRETE BASE
 AA1693'FOR POWER POLE NUMBER PH-3 T-43 WS-4.  LOCATED 0.4 MI (0.6 KM)
 AA1693'EAST-NORTHEAST OF THE EAST END OF THE SPANISH HARBOR BRIDGE, 99.0 FT
 AA1693'(30.2 M) EAST OF THE CENTERLINE OF THE DRIVE TO CAMP SAWYER BOY SCOUT
 AA1693'CAMP, 49.0 FT (14.9 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1,
 AA1693'0.6 FT (0.2 M) NORTH OF THE NORTH FACE OF THE POWER POLE, 1.0 FT (0.3
 AA1693'M) ABOVE GROUND AND 4.0 FT (1.2 M) BELOW THE HIGHWAY, BY THE 34 MILE
 AA1693'(54.7 KM) MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0259 ***********************************************************************
 AA0259  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0259  DESIGNATION -  872 4166 TIDAL 1
 AA0259  PID         -  AA0259
 AA0259  STATE/COUNTY-  FL/MONROE
 AA0259  USGS QUAD   -  BIG PINE KEY (1972)
 AA0259
 AA0259                         *CURRENT SURVEY CONTROL
 AA0259  ___________________________________________________________________
 AA0259* NAD 83(1986)-  24 38 56.     (N)    081 19 08.     (W)     SCALED    
 AA0259* NAVD 88     -         0.238  (meters)       0.78   (feet)  ADJUSTED  
 AA0259  ___________________________________________________________________
 AA0259  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AA0259  DYNAMIC HT  -           0.238 (meters)       0.78  (feet)  COMP
 AA0259  MODELED GRAV-     978,965.2   (mgal)                       NAVD 88
 AA0259
 AA0259  VERT ORDER  -  FIRST     CLASS II
 AA0259
 AA0259.The horizontal coordinates were scaled from a topographic map and have
 AA0259.an estimated accuracy of +/- 6 seconds.
 AA0259
 AA0259.The orthometric height was determined by differential leveling
 AA0259.and adjusted by the National Geodetic Survey in June 1991..
 AA0259
 AA0259.This Tidal Bench Mark is designated as VM 15851
 AA0259.by the Center for Operational Oceanographic Products and Services.
 AA0259
 AA0259.The geoid height was determined by GEOID03.
 AA0259
 AA0259.The dynamic height is computed by dividing the NAVD 88
 AA0259.geopotential number by the normal gravity value computed on the
 AA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0259.degrees latitude (g = 980.6199 gals.).
 AA0259
 AA0259.The modeled gravity was interpolated from observed gravity values.
 AA0259
 AA0259;                    North         East    Units  Estimated Accuracy
 AA0259;SPC FL E     -    34,990.      167,720.      MT  (+/- 180 meters Scaled)
 AA0259
 AA0259                          SUPERSEDED SURVEY CONTROL
 AA0259
 AA0259  NGVD 29 (09/01/92)    0.661  (m)            2.17   (f) ADJUSTED    1 2
 AA0259
 AA0259.Superseded values are not recommended for survey control.
 AA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0259.See file dsdata.txt to determine how the superseded data were derived.
 AA0259
 AA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH677261(NAD 83)
 AA0259_MARKER: DJ = TIDAL STATION DISK
 AA0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0259_SP_SET: SPANISH HARBOR VIADUCT
 AA0259_STAMPING: NO 1 1937
 AA0259_MARK LOGO: CGS   
 AA0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0259
 AA0259  HISTORY     - Date     Condition        Report By
 AA0259  HISTORY     - 1937     MONUMENTED       CGS
 AA0259  HISTORY     - 1966     GOOD             NGS
 AA0259  HISTORY     - 1978     GOOD             NGS
 AA0259  HISTORY     - 1982     GOOD             FLDNR
 AA0259
 AA0259                          STATION DESCRIPTION
 AA0259
 AA0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0259'15.9 MI SW FROM MARATHON.
 AA0259'ABOUT 15.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0259'OFFICE AT MARATHON, ON SPANISH HARBOR KEY, SET ON THE TOP OF THE
 AA0259'SOUTH CONCRETE WING WALL AND AT THE EAST END OF THE SPANISH
 AA0259'HARBOR VIADUCT, 85.0 FEET SOUTH OF THE CENTER LINE OF THE
 AA0259'HIGHWAY, 21 FEET NORTHWEST OF THE SOUTHEAST END OF THE WING
 AA0259'WALL, 58 FEET SOUTHEAST OF BENCH MARK J 273, AND ABOUT 9 FEET
 AA0259'BELOW THE LEVEL OF THE HIGHWAY.
 AA0259
 AA0259                          STATION RECOVERY (1978)
 AA0259
 AA0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0259'RECOVERED IN GOOD CONDITION.
 AA0259
 AA0259                          STATION RECOVERY (1982)
 AA0259
 AA0259'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0259'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0259'A NEW HIGHWAY BRIDGE IS UNDER CONSTRUCTION JUST SOUTH OF THE VIADUCT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0260 ***********************************************************************
 AA0260  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0260  DESIGNATION -  872 4166 TIDAL 3
 AA0260  PID         -  AA0260
 AA0260  STATE/COUNTY-  FL/MONROE
 AA0260  USGS QUAD   -  BIG PINE KEY (1972)
 AA0260
 AA0260                         *CURRENT SURVEY CONTROL
 AA0260  ___________________________________________________________________
 AA0260* NAD 83(1986)-  24 38 57.     (N)    081 19 09.     (W)     SCALED    
 AA0260* NAVD 88     -         3.418  (meters)      11.21   (feet)  ADJUSTED  
 AA0260  ___________________________________________________________________
 AA0260  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AA0260  DYNAMIC HT  -           3.412 (meters)      11.19  (feet)  COMP
 AA0260  MODELED GRAV-     978,965.2   (mgal)                       NAVD 88
 AA0260
 AA0260  VERT ORDER  -  FIRST     CLASS II
 AA0260
 AA0260.The horizontal coordinates were scaled from a topographic map and have
 AA0260.an estimated accuracy of +/- 6 seconds.
 AA0260
 AA0260.The orthometric height was determined by differential leveling
 AA0260.and adjusted by the National Geodetic Survey in June 1991..
 AA0260
 AA0260.This Tidal Bench Mark is designated as VM 15852
 AA0260.by the Center for Operational Oceanographic Products and Services.
 AA0260
 AA0260.The geoid height was determined by GEOID03.
 AA0260
 AA0260.The dynamic height is computed by dividing the NAVD 88
 AA0260.geopotential number by the normal gravity value computed on the
 AA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0260.degrees latitude (g = 980.6199 gals.).
 AA0260
 AA0260.The modeled gravity was interpolated from observed gravity values.
 AA0260
 AA0260;                    North         East    Units  Estimated Accuracy
 AA0260;SPC FL E     -    35,020.      167,690.      MT  (+/- 180 meters Scaled)
 AA0260
 AA0260                          SUPERSEDED SURVEY CONTROL
 AA0260
 AA0260  NGVD 29 (09/01/92)    3.841  (m)           12.60   (f) ADJUSTED    1 2
 AA0260
 AA0260.Superseded values are not recommended for survey control.
 AA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0260.See file dsdata.txt to determine how the superseded data were derived.
 AA0260
 AA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH677261(NAD 83)
 AA0260_MARKER: DJ = TIDAL STATION DISK
 AA0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0260_SP_SET: SPANISH HARBOR VIADUCT
 AA0260_STAMPING: NO 3 1937
 AA0260_MARK LOGO: CGS   
 AA0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0260
 AA0260  HISTORY     - Date     Condition        Report By
 AA0260  HISTORY     - 1937     MONUMENTED       CGS
 AA0260  HISTORY     - 1966     GOOD             NGS
 AA0260  HISTORY     - 1978     GOOD             NGS
 AA0260  HISTORY     - 1982     GOOD             FLDNR
 AA0260
 AA0260                          STATION DESCRIPTION
 AA0260
 AA0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0260'15.9 MI SW FROM MARATHON.
 AA0260'ABOUT 15.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0260'OFFICE AT MARATHON, SET ON THE TOP OF THE NORTH CONCRETE
 AA0260'WING WALL AT THE EAST END OF THE SPANISH HARBOR VIADUCT, 31.5
 AA0260'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET BELOW
 AA0260'THE LEVEL OF THE HIGHWAY.
 AA0260
 AA0260                          STATION RECOVERY (1978)
 AA0260
 AA0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0260'RECOVERED IN GOOD CONDITION.
 AA0260
 AA0260                          STATION RECOVERY (1982)
 AA0260
 AA0260'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0260'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0260'A NEW HIGHWAY BRIDGE IS UNDER CONSTRUCTION JUST SOUTH OF THE VIADUCT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0900 ***********************************************************************
 AA0900  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0900  DESIGNATION -  872 4168 D TIDAL
 AA0900  PID         -  AA0900
 AA0900  STATE/COUNTY-  FL/MONROE
 AA0900  USGS QUAD   -  BIG PINE KEY (1972)
 AA0900
 AA0900                         *CURRENT SURVEY CONTROL
 AA0900  ___________________________________________________________________
 AA0900* NAD 83(1986)-  24 41 56.     (N)    081 19 05.     (W)     SCALED    
 AA0900* NAVD 88     -         1.103  (meters)       3.62   (feet)  ADJUSTED  
 AA0900  ___________________________________________________________________
 AA0900  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 AA0900  DYNAMIC HT  -           1.101 (meters)       3.61  (feet)  COMP
 AA0900  MODELED GRAV-     978,969.4   (mgal)                       NAVD 88
 AA0900
 AA0900  VERT ORDER  -  SECOND    CLASS I
 AA0900
 AA0900.The horizontal coordinates were scaled from a topographic map and have
 AA0900.an estimated accuracy of +/- 6 seconds.
 AA0900
 AA0900.The orthometric height was determined by differential leveling
 AA0900.and adjusted by the National Geodetic Survey in June 1991..
 AA0900
 AA0900.This Tidal Bench Mark is designated as VM 6389
 AA0900.by the Center for Operational Oceanographic Products and Services.
 AA0900
 AA0900.The geoid height was determined by GEOID03.
 AA0900
 AA0900.The dynamic height is computed by dividing the NAVD 88
 AA0900.geopotential number by the normal gravity value computed on the
 AA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0900.degrees latitude (g = 980.6199 gals.).
 AA0900
 AA0900.The modeled gravity was interpolated from observed gravity values.
 AA0900
 AA0900;                    North         East    Units  Estimated Accuracy
 AA0900;SPC FL E     -    40,530.      167,820.      MT  (+/- 180 meters Scaled)
 AA0900
 AA0900                          SUPERSEDED SURVEY CONTROL
 AA0900
 AA0900.No superseded survey control is available for this station.
 AA0900
 AA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678316(NAD 83)
 AA0900_MARKER: DJ = TIDAL STATION DISK
 AA0900_SETTING: 66 = SET IN ROCK OUTCROP
 AA0900_SP_SET: ROCK OUTCROP
 AA0900_STAMPING: 4168 D 1982
 AA0900_MARK LOGO: NOS   
 AA0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0900+STABILITY: POSITION/ELEVATION WELL
 AA0900
 AA0900  HISTORY     - Date     Condition        Report By
 AA0900  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0900
 AA0900                          STATION DESCRIPTION
 AA0900
 AA0900'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0900'4.9 MI NE FROM BIG PINE.
 AA0900'BEGIN IN BIG PINE, AT THE JUNCTION OF COUNTY ROAD C 940 (KEY DEER
 AA0900'BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES NORTHWEST ON C 940 TO
 AA0900'WATSON BOULEVARD, GO 3.25 MILES EAST ON WATSON BOULEVARD TO ITS END
 AA0900'AND THE MARK.  THE MARK IS 0.2 MILE WEST OF THE EAST END OF THE ROAD,
 AA0900'AT THE FIRST DIRT ROAD WEST OF THE EAST END OF THE BOULEVARD, 34.3
 AA0900'FEET SOUTH OF THE CENTERLINE OF WATSON BOULEVARD, AND 25.0 FEET WEST
 AA0900'OF THE CENTERLINE OF THE DIRT ROAD.
 AA0900'THE MARK IS ABOVE LEVEL WITH WATSON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0901 ***********************************************************************
 AA0901  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0901  DESIGNATION -  872 4168 E TIDAL
 AA0901  PID         -  AA0901
 AA0901  STATE/COUNTY-  FL/MONROE
 AA0901  USGS QUAD   -  BIG PINE KEY (1972)
 AA0901
 AA0901                         *CURRENT SURVEY CONTROL
 AA0901  ___________________________________________________________________
 AA0901* NAD 83(1986)-  24 41 56.     (N)    081 19 05.     (W)     SCALED    
 AA0901* NAVD 88     -         1.069  (meters)       3.51   (feet)  ADJUSTED  
 AA0901  ___________________________________________________________________
 AA0901  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 AA0901  DYNAMIC HT  -           1.067 (meters)       3.50  (feet)  COMP
 AA0901  MODELED GRAV-     978,969.4   (mgal)                       NAVD 88
 AA0901
 AA0901  VERT ORDER  -  SECOND    CLASS I
 AA0901
 AA0901.The horizontal coordinates were scaled from a topographic map and have
 AA0901.an estimated accuracy of +/- 6 seconds.
 AA0901
 AA0901.The orthometric height was determined by differential leveling
 AA0901.and adjusted by the National Geodetic Survey in June 1991..
 AA0901
 AA0901.This Tidal Bench Mark is designated as VM 6390
 AA0901.by the Center for Operational Oceanographic Products and Services.
 AA0901
 AA0901.The geoid height was determined by GEOID03.
 AA0901
 AA0901.The dynamic height is computed by dividing the NAVD 88
 AA0901.geopotential number by the normal gravity value computed on the
 AA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0901.degrees latitude (g = 980.6199 gals.).
 AA0901
 AA0901.The modeled gravity was interpolated from observed gravity values.
 AA0901
 AA0901;                    North         East    Units  Estimated Accuracy
 AA0901;SPC FL E     -    40,530.      167,820.      MT  (+/- 180 meters Scaled)
 AA0901
 AA0901                          SUPERSEDED SURVEY CONTROL
 AA0901
 AA0901.No superseded survey control is available for this station.
 AA0901
 AA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678316(NAD 83)
 AA0901_MARKER: DJ = TIDAL STATION DISK
 AA0901_SETTING: 66 = SET IN ROCK OUTCROP
 AA0901_SP_SET: ROCK OUTCROP
 AA0901_STAMPING: 4168 E 1982
 AA0901_MARK LOGO: NOS   
 AA0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0901+STABILITY: POSITION/ELEVATION WELL
 AA0901
 AA0901  HISTORY     - Date     Condition        Report By
 AA0901  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0901
 AA0901                          STATION DESCRIPTION
 AA0901
 AA0901'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0901'4.8 MI NE FROM BIG PINE.
 AA0901'BEGIN IN BIG PINE, AT THE JUNCTION OF COUNTY ROAD C 940
 AA0901'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0901'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 3.15 MILES
 AA0901'EAST ON WATSON BOULEVARD TO ITS END AND THE MARK.  THE
 AA0901'MARK BEARS 27.3 FEET SOUTH OF THE CENTERLINE OF WATSON
 AA0901'BOULEVARD, 638.3 FEET WEST OF BENCH MARK 4168 D 1982,
 AA0901'15.4 FEET NORTH OF A TREE WITH A WITNESS SIGN ATTACHED,
 AA0901'AND AT THE NORTH EDGE OF THE TREE LINE PARALLELING THE
 AA0901'ROAD.
 AA0901'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0247 ***********************************************************************
 AA0247  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0247  DESIGNATION -  872 4168 TIDAL 1 1935
 AA0247  PID         -  AA0247
 AA0247  STATE/COUNTY-  FL/MONROE
 AA0247  USGS QUAD   -  BIG PINE KEY (1972)
 AA0247
 AA0247                         *CURRENT SURVEY CONTROL
 AA0247  ___________________________________________________________________
 AA0247* NAD 83(1986)-  24 41 52.     (N)    081 19 04.     (W)     SCALED    
 AA0247* NAVD 88     -         0.546  (meters)       1.79   (feet)  ADJUSTED  
 AA0247  ___________________________________________________________________
 AA0247  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AA0247  DYNAMIC HT  -           0.545 (meters)       1.79  (feet)  COMP
 AA0247  MODELED GRAV-     978,969.3   (mgal)                       NAVD 88
 AA0247
 AA0247  VERT ORDER  -  FIRST     CLASS II
 AA0247
 AA0247.The horizontal coordinates were scaled from a topographic map and have
 AA0247.an estimated accuracy of +/- 6 seconds.
 AA0247
 AA0247.The orthometric height was determined by differential leveling
 AA0247.and adjusted by the National Geodetic Survey in June 1991..
 AA0247
 AA0247.This Tidal Bench Mark is designated as VM 6386
 AA0247.by the Center for Operational Oceanographic Products and Services.
 AA0247
 AA0247.The geoid height was determined by GEOID03.
 AA0247
 AA0247.The dynamic height is computed by dividing the NAVD 88
 AA0247.geopotential number by the normal gravity value computed on the
 AA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0247.degrees latitude (g = 980.6199 gals.).
 AA0247
 AA0247.The modeled gravity was interpolated from observed gravity values.
 AA0247
 AA0247;                    North         East    Units  Estimated Accuracy
 AA0247;SPC FL E     -    40,400.      167,840.      MT  (+/- 180 meters Scaled)
 AA0247
 AA0247                          SUPERSEDED SURVEY CONTROL
 AA0247
 AA0247  NGVD 29 (??/??/92)    0.969  (m)            3.18   (f) ADJ UNCH    1 2
 AA0247
 AA0247.Superseded values are not recommended for survey control.
 AA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0247.See file dsdata.txt to determine how the superseded data were derived.
 AA0247
 AA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678315(NAD 83)
 AA0247_MARKER: DJ = TIDAL STATION DISK
 AA0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA0247_STAMPING: NO 1 1935
 AA0247_MARK LOGO: CGS   
 AA0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0247+STABILITY: SURFACE MOTION
 AA0247
 AA0247  HISTORY     - Date     Condition        Report By
 AA0247  HISTORY     - 1935     MONUMENTED       CGS
 AA0247  HISTORY     - 1966     GOOD             NGS
 AA0247  HISTORY     - 1982     GOOD             FLDNR
 AA0247
 AA0247                          STATION DESCRIPTION
 AA0247
 AA0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0247'24.2 MI SW FROM MARATHON.
 AA0247'ABOUT 19.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0247'OFFICE AT MARATHON, THENCE 1.7 MILES NORTHWEST ALONG STATE HIGHWAY
 AA0247'940, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 940, THENCE
 AA0247'0.5 MILE EAST ACROSS BOGIE CHANNEL, THENCE 1.35 MILES EAST ALONG
 AA0247'AN ABANDONED ROAD, ON NO NAME KEY, ALONG THE EAST SIDE OF
 AA0247'NO NAME KEY, NEAR THE SITE OF AN ABANDONED FERRY LANDING, 110
 AA0247'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET WEST OF
 AA0247'THE HIGH WATER LINE, 7 1/2 FEET WEST OF THE SOUTHEAST CORNER
 AA0247'OF AN ABANDONED WATER TANK, 1.0 FOOT SOUTH OF THE SOUTH SIDE
 AA0247'OF AN ABANDONED CONCRETE WATER TANK, 57 FEET NORTHEAST OF TIDAL
 AA0247'BM NO. 2, ABOUT LEVEL WITH THE OLD HIGHWAY AND SET IN THE TOP
 AA0247'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AA0247
 AA0247                          STATION RECOVERY (1982)
 AA0247
 AA0247'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0899 ***********************************************************************
 AA0899  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0899  DESIGNATION -  872 4168 TIDAL 1 1973
 AA0899  PID         -  AA0899
 AA0899  STATE/COUNTY-  FL/MONROE
 AA0899  USGS QUAD   -  BIG PINE KEY (1972)
 AA0899
 AA0899                         *CURRENT SURVEY CONTROL
 AA0899  ___________________________________________________________________
 AA0899* NAD 83(1986)-  24 41 56.     (N)    081 19 05.     (W)     SCALED    
 AA0899* NAVD 88     -         0.533  (meters)       1.75   (feet)  ADJUSTED  
 AA0899  ___________________________________________________________________
 AA0899  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 AA0899  DYNAMIC HT  -           0.532 (meters)       1.75  (feet)  COMP
 AA0899  MODELED GRAV-     978,969.4   (mgal)                       NAVD 88
 AA0899
 AA0899  VERT ORDER  -  SECOND    CLASS I
 AA0899
 AA0899.The horizontal coordinates were scaled from a topographic map and have
 AA0899.an estimated accuracy of +/- 6 seconds.
 AA0899
 AA0899.The orthometric height was determined by differential leveling
 AA0899.and adjusted by the National Geodetic Survey in June 1991..
 AA0899
 AA0899.This Tidal Bench Mark is designated as VM 6388
 AA0899.by the Center for Operational Oceanographic Products and Services.
 AA0899
 AA0899.The geoid height was determined by GEOID03.
 AA0899
 AA0899.The dynamic height is computed by dividing the NAVD 88
 AA0899.geopotential number by the normal gravity value computed on the
 AA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0899.degrees latitude (g = 980.6199 gals.).
 AA0899
 AA0899.The modeled gravity was interpolated from observed gravity values.
 AA0899
 AA0899;                    North         East    Units  Estimated Accuracy
 AA0899;SPC FL E     -    40,530.      167,820.      MT  (+/- 180 meters Scaled)
 AA0899
 AA0899                          SUPERSEDED SURVEY CONTROL
 AA0899
 AA0899.No superseded survey control is available for this station.
 AA0899
 AA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678316(NAD 83)
 AA0899_MARKER: DJ = TIDAL STATION DISK
 AA0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0899_SP_SET: CONCRETE POST
 AA0899_STAMPING: NO 1 1973
 AA0899_MARK LOGO: NOS   
 AA0899_PROJECTION: FLUSH
 AA0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0899+STABILITY: SURFACE MOTION
 AA0899
 AA0899  HISTORY     - Date     Condition        Report By
 AA0899  HISTORY     - 1973     MONUMENTED       NOS
 AA0899  HISTORY     - 1982     GOOD             FLDNR
 AA0899
 AA0899                          STATION DESCRIPTION
 AA0899
 AA0899'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0899'5.1 MI NE FROM BIG PINE.
 AA0899'BEGIN IN BIG PINE, AT THE JUNCTION OF COUNTY ROAD C 940 (KEY DEER
 AA0899'BOULEVARD) WITH U.S. HIGHWAY 1, G0 1.7 MILES NORTHWEST ON C 940 TO
 AA0899'WATSON BOULEVARD, GO 3.45 MILES EAST ON WATSON BOULEVARD TO ITS END
 AA0899'AND THE MARK.  THE MARK BEARS 54 FEET NORTH OF THE CENTERLINE OF THE
 AA0899'ROAD, 30 FEET WEST-SOUTHWEST OF AN ABANDONED CONCRETE FLOOR, 3 FEET
 AA0899'SOUTH OF THE SOUTH SIDE OF THE FLOOR, AND 69.4 FEET NORTHEAST OF AND
 AA0899'ACROSS THE ROAD FROM TIDAL BENCH MARK NO 3 1935.
 AA0899'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0249 ***********************************************************************
 AA0249  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0249  DESIGNATION -  872 4168 TIDAL 3
 AA0249  PID         -  AA0249
 AA0249  STATE/COUNTY-  FL/MONROE
 AA0249  USGS QUAD   -  BIG PINE KEY (1972)
 AA0249
 AA0249                         *CURRENT SURVEY CONTROL
 AA0249  ___________________________________________________________________
 AA0249* NAD 83(1986)-  24 41 51.     (N)    081 19 06.     (W)     SCALED    
 AA0249* NAVD 88     -         0.639  (meters)       2.10   (feet)  ADJUSTED  
 AA0249  ___________________________________________________________________
 AA0249  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AA0249  DYNAMIC HT  -           0.638 (meters)       2.09  (feet)  COMP
 AA0249  MODELED GRAV-     978,969.3   (mgal)                       NAVD 88
 AA0249
 AA0249  VERT ORDER  -  FIRST     CLASS II
 AA0249
 AA0249.The horizontal coordinates were scaled from a topographic map and have
 AA0249.an estimated accuracy of +/- 6 seconds.
 AA0249
 AA0249.The orthometric height was determined by differential leveling
 AA0249.and adjusted by the National Geodetic Survey in June 1991..
 AA0249
 AA0249.This Tidal Bench Mark is designated as VM 6387
 AA0249.by the Center for Operational Oceanographic Products and Services.
 AA0249
 AA0249.The geoid height was determined by GEOID03.
 AA0249
 AA0249.The dynamic height is computed by dividing the NAVD 88
 AA0249.geopotential number by the normal gravity value computed on the
 AA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0249.degrees latitude (g = 980.6199 gals.).
 AA0249
 AA0249.The modeled gravity was interpolated from observed gravity values.
 AA0249
 AA0249;                    North         East    Units  Estimated Accuracy
 AA0249;SPC FL E     -    40,370.      167,790.      MT  (+/- 180 meters Scaled)
 AA0249
 AA0249                          SUPERSEDED SURVEY CONTROL
 AA0249
 AA0249  NGVD 29 (??/??/92)    1.062  (m)            3.48   (f) ADJ UNCH    1 2
 AA0249
 AA0249.Superseded values are not recommended for survey control.
 AA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0249.See file dsdata.txt to determine how the superseded data were derived.
 AA0249
 AA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH677314(NAD 83)
 AA0249_MARKER: DJ = TIDAL STATION DISK
 AA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA0249_STAMPING: NO 3 1935
 AA0249_MARK LOGO: CGS   
 AA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0249+STABILITY: SURFACE MOTION
 AA0249
 AA0249  HISTORY     - Date     Condition        Report By
 AA0249  HISTORY     - 1935     MONUMENTED       CGS
 AA0249  HISTORY     - 1966     GOOD             NGS
 AA0249  HISTORY     - 1972     MARK NOT FOUND   NGS
 AA0249  HISTORY     - 1982     GOOD             FLDNR
 AA0249
 AA0249                          STATION DESCRIPTION
 AA0249
 AA0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0249'24.2 MI SW FROM MARATHON.
 AA0249'ABOUT 19.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0249'OFFICE AT MARATHON, THENCE 1.7 MILES NORTHWEST ALONG STATE
 AA0249'HIGHWAY 940, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 940,
 AA0249'THENCE ABOUT 0.5 MILE EAST ACROSS BOGIE CHANNEL, THENCE 1.35
 AA0249'MILES EAST ALONG AN ABANDONED ROAD, ON NO NAME KEY, ALONG THE
 AA0249'EAST BANK OF NO NAME KEY, NEAR THE ABANDONED FERRY LANDING,
 AA0249'168 FEET WEST OF THE WEST END OF THE ABANDONED DOCK, 17 FEET SOUTH
 AA0249'OF THE CENTER LINE OF THE ABANDONED ROAD, 3.5 FEET NORTHEAST OF
 AA0249'THE NORTHWEST CORNER OF CONCRETE FLOOR FOR ABANDONED HOUSE,
 AA0249'69.4 FEET SOUTH-SOUTHWEST AND ACROSS ABANDONED HIGHWAY FROM
 AA0249'TIDAL BENCH MARK 2 DESCRIBED, ABOUT LEVEL WITH THE OLD HIGHWAY
 AA0249'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AA0249
 AA0249                          STATION RECOVERY (1972)
 AA0249
 AA0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AA0249'MARK NOT FOUND.
 AA0249
 AA0249                          STATION RECOVERY (1982)
 AA0249
 AA0249'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0249'RECOVERED IN GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE EXCEPT
 AA0249'DELETE 3.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF CONCRETE FLOOR
 AA0249'FOR ABANDONED HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0943 ***********************************************************************
 AA0943  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0943  DESIGNATION -  872 4178 E TIDAL
 AA0943  PID         -  AA0943
 AA0943  STATE/COUNTY-  FL/MONROE
 AA0943  USGS QUAD   -  BIG PINE KEY (1972)
 AA0943
 AA0943                         *CURRENT SURVEY CONTROL
 AA0943  ___________________________________________________________________
 AA0943* NAD 83(1986)-  24 38 56.     (N)    081 19 47.     (W)     SCALED    
 AA0943* NAVD 88     -         1.122  (meters)       3.68   (feet)  ADJUSTED  
 AA0943  ___________________________________________________________________
 AA0943  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AA0943  DYNAMIC HT  -           1.120 (meters)       3.67  (feet)  COMP
 AA0943  MODELED GRAV-     978,965.4   (mgal)                       NAVD 88
 AA0943
 AA0943  VERT ORDER  -  SECOND    CLASS I
 AA0943
 AA0943.The horizontal coordinates were scaled from a topographic map and have
 AA0943.an estimated accuracy of +/- 6 seconds.
 AA0943
 AA0943.The orthometric height was determined by differential leveling
 AA0943.and adjusted by the National Geodetic Survey in June 1991..
 AA0943
 AA0943.This Tidal Bench Mark is designated as VM 6404
 AA0943.by the Center for Operational Oceanographic Products and Services.
 AA0943
 AA0943.The geoid height was determined by GEOID03.
 AA0943
 AA0943.The dynamic height is computed by dividing the NAVD 88
 AA0943.geopotential number by the normal gravity value computed on the
 AA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0943.degrees latitude (g = 980.6199 gals.).
 AA0943
 AA0943.The modeled gravity was interpolated from observed gravity values.
 AA0943
 AA0943;                    North         East    Units  Estimated Accuracy
 AA0943;SPC FL E     -    34,990.      166,620.      MT  (+/- 180 meters Scaled)
 AA0943
 AA0943                          SUPERSEDED SURVEY CONTROL
 AA0943
 AA0943.No superseded survey control is available for this station.
 AA0943
 AA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666261(NAD 83)
 AA0943_MARKER: DJ = TIDAL STATION DISK
 AA0943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0943_SP_SET: CONCRETE SEAWALL
 AA0943_STAMPING: 4178 E 1982
 AA0943_MARK LOGO: NOS   
 AA0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0943+STABILITY: SURFACE MOTION
 AA0943
 AA0943  HISTORY     - Date     Condition        Report By
 AA0943  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0943
 AA0943                          STATION DESCRIPTION
 AA0943
 AA0943'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0943'16.5 MI SW FROM MARATHON.
 AA0943'BEGIN AT THE POST OFFICE IN MARATHON, GO 16.5 MILES
 AA0943'SOUTHWEST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0943'OVER SPANISH HARBOR CHANNEL AND THE MARK.  THE MARK IS SET
 AA0943'IN THE SEAWALL ON THE SOUTH SIDE OF THE HIGHWAY, 1.0 FOOT
 AA0943'EAST OF THE WEST END OF THE SEAWALL, 190 FEET WEST OF THE
 AA0943'EAST END OF THE SEAWALL, AND 159.5 FEET EAST OF THE FIRST
 AA0943'POWER POLE WEST OF THE BRIDGE.
 AA0943'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0944 ***********************************************************************
 AA0944  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0944  DESIGNATION -  872 4178 F TIDAL
 AA0944  PID         -  AA0944
 AA0944  STATE/COUNTY-  FL/MONROE
 AA0944  USGS QUAD   -  BIG PINE KEY (1972)
 AA0944
 AA0944                         *CURRENT SURVEY CONTROL
 AA0944  ___________________________________________________________________
 AA0944* NAD 83(1986)-  24 38 56.     (N)    081 19 47.     (W)     SCALED    
 AA0944* NAVD 88     -         1.114  (meters)       3.65   (feet)  ADJUSTED  
 AA0944  ___________________________________________________________________
 AA0944  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AA0944  DYNAMIC HT  -           1.112 (meters)       3.65  (feet)  COMP
 AA0944  MODELED GRAV-     978,965.4   (mgal)                       NAVD 88
 AA0944
 AA0944  VERT ORDER  -  SECOND    CLASS I
 AA0944
 AA0944.The horizontal coordinates were scaled from a topographic map and have
 AA0944.an estimated accuracy of +/- 6 seconds.
 AA0944
 AA0944.The orthometric height was determined by differential leveling
 AA0944.and adjusted by the National Geodetic Survey in June 1991..
 AA0944
 AA0944.This Tidal Bench Mark is designated as VM 6405
 AA0944.by the Center for Operational Oceanographic Products and Services.
 AA0944
 AA0944.The geoid height was determined by GEOID03.
 AA0944
 AA0944.The dynamic height is computed by dividing the NAVD 88
 AA0944.geopotential number by the normal gravity value computed on the
 AA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0944.degrees latitude (g = 980.6199 gals.).
 AA0944
 AA0944.The modeled gravity was interpolated from observed gravity values.
 AA0944
 AA0944;                    North         East    Units  Estimated Accuracy
 AA0944;SPC FL E     -    34,990.      166,620.      MT  (+/- 180 meters Scaled)
 AA0944
 AA0944                          SUPERSEDED SURVEY CONTROL
 AA0944
 AA0944.No superseded survey control is available for this station.
 AA0944
 AA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666261(NAD 83)
 AA0944_MARKER: DJ = TIDAL STATION DISK
 AA0944_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0944_SP_SET: CONCRETE SEAWALL
 AA0944_STAMPING: 4178 F 1982
 AA0944_MARK LOGO: NOS   
 AA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0944+STABILITY: SURFACE MOTION
 AA0944
 AA0944  HISTORY     - Date     Condition        Report By
 AA0944  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0944
 AA0944                          STATION DESCRIPTION
 AA0944
 AA0944'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0944'16.5 MI SW FROM MARATHON.
 AA0944'BEGIN AT THE POST OFFICE IN MARATHON, GO 16.5 MILES
 AA0944'SOUTHWEST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0944'OVER SPANISH HARBOR CHANNEL AND THE MARK.  THE MARK IS SET
 AA0944'IN THE SEAWALL ON THE SOUTH SIDE OF THE HIGHWAY WHERE THE
 AA0944'SEAWALL JOINS THE BRIDGE WINGWALL.
 AA0944'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1691 ***********************************************************************
 AA1691  DESIGNATION -  872 4178 G TIDAL
 AA1691  PID         -  AA1691
 AA1691  STATE/COUNTY-  FL/MONROE
 AA1691  USGS QUAD   -  BIG PINE KEY (1972)
 AA1691
 AA1691                         *CURRENT SURVEY CONTROL
 AA1691  ___________________________________________________________________
 AA1691* NAD 83(1986)-  24 38 56.     (N)    081 19 47.     (W)     SCALED    
 AA1691* NAVD 88     -         6.171  (meters)      20.25   (feet)  ADJUSTED  
 AA1691  ___________________________________________________________________
 AA1691  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AA1691  DYNAMIC HT  -           6.161 (meters)      20.21  (feet)  COMP
 AA1691  MODELED GRAV-     978,965.4   (mgal)                       NAVD 88
 AA1691
 AA1691  VERT ORDER  -  FIRST     CLASS II
 AA1691
 AA1691.The horizontal coordinates were scaled from a topographic map and have
 AA1691.an estimated accuracy of +/- 6 seconds.
 AA1691
 AA1691.The orthometric height was determined by differential leveling
 AA1691.and adjusted by the National Geodetic Survey in May 1994..
 AA1691
 AA1691.The geoid height was determined by GEOID03.
 AA1691
 AA1691.The dynamic height is computed by dividing the NAVD 88
 AA1691.geopotential number by the normal gravity value computed on the
 AA1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1691.degrees latitude (g = 980.6199 gals.).
 AA1691
 AA1691.The modeled gravity was interpolated from observed gravity values.
 AA1691
 AA1691;                    North         East    Units  Estimated Accuracy
 AA1691;SPC FL E     -    34,990.      166,620.      MT  (+/- 180 meters Scaled)
 AA1691
 AA1691                          SUPERSEDED SURVEY CONTROL
 AA1691
 AA1691  NGVD 29 (09/01/92)    6.594  (m)           21.63   (f) ADJUSTED    1 2
 AA1691
 AA1691.Superseded values are not recommended for survey control.
 AA1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1691.See file dsdata.txt to determine how the superseded data were derived.
 AA1691
 AA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666261(NAD 83)
 AA1691_MARKER: DB = BENCH MARK DISK
 AA1691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1691_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1691_STAMPING: 4178 G
 AA1691_MARK LOGO: FLDT  
 AA1691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1691
 AA1691  HISTORY     - Date     Condition        Report By
 AA1691  HISTORY     - UNK      MONUMENTED       FLDT
 AA1691  HISTORY     - 19901026 GOOD             FLDNR
 AA1691
 AA1691                          STATION DESCRIPTION
 AA1691
 AA1691'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1691'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTHWEST ON
 AA1691'U.S. HIGHWAY 1 FOR 16.5 MI (26.6 KM) TO THE WEST END OF THE BRIDGE
 AA1691'OVER SPANISH HARBOR CHANNEL AND THE MARK.  LOCATED 19 FT (5.8 M)
 AA1691'NORTHWEST OF THE CENTERLINE OF THE ROAD AND 10.1 FT (3.1 M) EAST
 AA1691'NORTHEAST OF THE NORTHWEST CORNER OF THE GUARDRAIL.  THE MARK WAS
 AA1691'STAMPED BY THIS PARTY AND IS 3.0 FT (0.9 M) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0258 ***********************************************************************
 AA0258  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0258  DESIGNATION -  872 4178 TIDAL 1
 AA0258  PID         -  AA0258
 AA0258  STATE/COUNTY-  FL/MONROE
 AA0258  USGS QUAD   -  BIG PINE KEY (1972)
 AA0258
 AA0258                         *CURRENT SURVEY CONTROL
 AA0258  ___________________________________________________________________
 AA0258* NAD 83(1986)-  24 38 55.     (N)    081 19 47.     (W)     SCALED    
 AA0258* NAVD 88     -         0.248  (meters)       0.81   (feet)  ADJUSTED  
 AA0258  ___________________________________________________________________
 AA0258  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AA0258  DYNAMIC HT  -           0.248 (meters)       0.81  (feet)  COMP
 AA0258  MODELED GRAV-     978,965.4   (mgal)                       NAVD 88
 AA0258
 AA0258  VERT ORDER  -  FIRST     CLASS II
 AA0258
 AA0258.The horizontal coordinates were scaled from a topographic map and have
 AA0258.an estimated accuracy of +/- 6 seconds.
 AA0258
 AA0258.The orthometric height was determined by differential leveling
 AA0258.and adjusted by the National Geodetic Survey in June 1991..
 AA0258.WARNING-Repeat measurements at this control monument indicate possible
 AA0258.vertical movement.
 AA0258
 AA0258.This Tidal Bench Mark is designated as VM 6401
 AA0258.by the Center for Operational Oceanographic Products and Services.
 AA0258
 AA0258.The geoid height was determined by GEOID03.
 AA0258
 AA0258.The dynamic height is computed by dividing the NAVD 88
 AA0258.geopotential number by the normal gravity value computed on the
 AA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0258.degrees latitude (g = 980.6199 gals.).
 AA0258
 AA0258.The modeled gravity was interpolated from observed gravity values.
 AA0258
 AA0258;                    North         East    Units  Estimated Accuracy
 AA0258;SPC FL E     -    34,960.      166,620.      MT  (+/- 180 meters Scaled)
 AA0258
 AA0258                          SUPERSEDED SURVEY CONTROL
 AA0258
 AA0258  NGVD 29 (09/01/92)    0.669  (m)            2.19   (f) ADJUSTED    1 2
 AA0258
 AA0258.Superseded values are not recommended for survey control.
 AA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0258.See file dsdata.txt to determine how the superseded data were derived.
 AA0258
 AA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666260(NAD 83)
 AA0258_MARKER: DJ = TIDAL STATION DISK
 AA0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0258_SP_SET: SPANISH HARBOR VIADUCT
 AA0258_STAMPING: NO 1 1936
 AA0258_MARK LOGO: CGS   
 AA0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0258
 AA0258  HISTORY     - Date     Condition        Report By
 AA0258  HISTORY     - 1936     MONUMENTED       CGS
 AA0258  HISTORY     - 1966     GOOD             NGS
 AA0258  HISTORY     - 1975     GOOD             LOCENG
 AA0258  HISTORY     - 1978     GOOD             NGS
 AA0258  HISTORY     - 1982     GOOD             FLDNR
 AA0258
 AA0258                          STATION DESCRIPTION
 AA0258
 AA0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0258'16.5 MI SW FROM MARATHON.
 AA0258'ABOUT 16.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0258'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE
 AA0258'NORTH CONCRETE WING WALL AT THE WEST END OF THE SPANISH HARBOR
 AA0258'VIADUCT, 108 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15
 AA0258'FEET SOUTHEAST OF THE NORTHWEST END OF THE WING WALL AND ABOUT
 AA0258'10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0258
 AA0258                          STATION RECOVERY (1975)
 AA0258
 AA0258'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AA0258'RECOVERED IN GOOD CONDITION.
 AA0258
 AA0258                          STATION RECOVERY (1978)
 AA0258
 AA0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0258'RECOVERED IN GOOD CONDITION.
 AA0258
 AA0258                          STATION RECOVERY (1982)
 AA0258
 AA0258'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0255 ***********************************************************************
 AA0255  DESIGNATION -  872 4178 TIDAL 4
 AA0255  PID         -  AA0255
 AA0255  STATE/COUNTY-  FL/MONROE
 AA0255  USGS QUAD   -  BIG PINE KEY (1972)
 AA0255
 AA0255                         *CURRENT SURVEY CONTROL
 AA0255  ___________________________________________________________________
 AA0255* NAD 83(1986)-  24 38 53.     (N)    081 19 47.     (W)     SCALED    
 AA0255* NAVD 88     -         4.648  (meters)      15.25   (feet)  ADJUSTED  
 AA0255  ___________________________________________________________________
 AA0255  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AA0255  DYNAMIC HT  -           4.640 (meters)      15.22  (feet)  COMP
 AA0255  MODELED GRAV-     978,965.3   (mgal)                       NAVD 88
 AA0255
 AA0255  VERT ORDER  -  FIRST     CLASS II
 AA0255
 AA0255.The horizontal coordinates were scaled from a topographic map and have
 AA0255.an estimated accuracy of +/- 6 seconds.
 AA0255
 AA0255.The orthometric height was determined by differential leveling
 AA0255.and adjusted by the National Geodetic Survey in June 1991..
 AA0255
 AA0255.The geoid height was determined by GEOID03.
 AA0255
 AA0255.The dynamic height is computed by dividing the NAVD 88
 AA0255.geopotential number by the normal gravity value computed on the
 AA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0255.degrees latitude (g = 980.6199 gals.).
 AA0255
 AA0255.The modeled gravity was interpolated from observed gravity values.
 AA0255
 AA0255;                    North         East    Units  Estimated Accuracy
 AA0255;SPC FL E     -    34,900.      166,620.      MT  (+/- 180 meters Scaled)
 AA0255
 AA0255                          SUPERSEDED SURVEY CONTROL
 AA0255
 AA0255  NGVD 29 (??/??/92)    5.07   (m)           16.6    (f) COMPUTED    1 2
 AA0255
 AA0255.Superseded values are not recommended for survey control.
 AA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0255.See file dsdata.txt to determine how the superseded data were derived.
 AA0255
 AA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666260(NAD 83)
 AA0255_MARKER: DJ = TIDAL STATION DISK
 AA0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0255_SP_SET: SPANISH HARBOR VIADUCT
 AA0255_STAMPING: NO 4 1936
 AA0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0255
 AA0255  HISTORY     - Date     Condition        Report By
 AA0255  HISTORY     - 1936     MONUMENTED       CGS
 AA0255  HISTORY     - 1966     GOOD             NGS
 AA0255  HISTORY     - 1975     GOOD             LOCENG
 AA0255  HISTORY     - 1978     GOOD             NGS
 AA0255
 AA0255                          STATION DESCRIPTION
 AA0255
 AA0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0255'16.5 MI SW FROM MARATHON.
 AA0255'ABOUT 16.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0255'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE
 AA0255'SOUTH CONCRETE WING WALL AT THE WEST END OF THE SPANISH HARBOR
 AA0255'VIADUCT, 11 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET
 AA0255'NORTHEAST OF BENCH MARK K 273 AND ABOUT 2 FEET BELOW THE
 AA0255'LEVEL OF THE HIGHWAY.
 AA0255
 AA0255                          STATION RECOVERY (1975)
 AA0255
 AA0255'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AA0255'RECOVERED IN GOOD CONDITION.
 AA0255
 AA0255                          STATION RECOVERY (1978)
 AA0255
 AA0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0902 ***********************************************************************
 AA0902  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0902  DESIGNATION -  872 4193 D TIDAL FLDT
 AA0902  PID         -  AA0902
 AA0902  STATE/COUNTY-  FL/MONROE
 AA0902  USGS QUAD   -  BIG PINE KEY (1972)
 AA0902
 AA0902                         *CURRENT SURVEY CONTROL
 AA0902  ___________________________________________________________________
 AA0902* NAD 83(1986)-  24 41 50.     (N)    081 20 53.     (W)     SCALED    
 AA0902* NAVD 88     -         2.744  (meters)       9.00   (feet)  ADJUSTED  
 AA0902  ___________________________________________________________________
 AA0902  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0902  DYNAMIC HT  -           2.739 (meters)       8.99  (feet)  COMP
 AA0902  MODELED GRAV-     978,969.8   (mgal)                       NAVD 88
 AA0902
 AA0902  VERT ORDER  -  SECOND    CLASS I
 AA0902
 AA0902.The horizontal coordinates were scaled from a topographic map and have
 AA0902.an estimated accuracy of +/- 6 seconds.
 AA0902
 AA0902.The orthometric height was determined by differential leveling
 AA0902.and adjusted by the National Geodetic Survey in June 1991..
 AA0902
 AA0902.This Tidal Bench Mark is designated as VM 6418
 AA0902.by the Center for Operational Oceanographic Products and Services.
 AA0902
 AA0902.The geoid height was determined by GEOID03.
 AA0902
 AA0902.The dynamic height is computed by dividing the NAVD 88
 AA0902.geopotential number by the normal gravity value computed on the
 AA0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0902.degrees latitude (g = 980.6199 gals.).
 AA0902
 AA0902.The modeled gravity was interpolated from observed gravity values.
 AA0902
 AA0902;                    North         East    Units  Estimated Accuracy
 AA0902;SPC FL E     -    40,350.      164,780.      MT  (+/- 180 meters Scaled)
 AA0902
 AA0902                          SUPERSEDED SURVEY CONTROL
 AA0902
 AA0902.No superseded survey control is available for this station.
 AA0902
 AA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH647314(NAD 83)
 AA0902_MARKER: DB = BENCH MARK DISK
 AA0902_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0902_SP_SET: CONCRETE BRIDGE SIDEWALK
 AA0902_STAMPING: 4193 D
 AA0902_MARK LOGO: FLDT  
 AA0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0902
 AA0902  HISTORY     - Date     Condition        Report By
 AA0902  HISTORY     - UNK      MONUMENTED       FLDT
 AA0902  HISTORY     - 1982     GOOD             FLDNR
 AA0902
 AA0902                          STATION DESCRIPTION
 AA0902
 AA0902'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0902'3.3 MI NE FROM BIG PINE.
 AA0902'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0902'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0902'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 1.6 MILES
 AA0902'EAST ON WATSON BOULEVARD TO THE WEST END OF THE BRIDGE
 AA0902'OVER BOGIE CHANNEL AND THE MARK.  THE MARK BEARS 14 FEET
 AA0902'SOUTH OF THE CENTERLINE OF THE ROAD, AND IS IN THE
 AA0902'SIDEWALK AT THE SOUTHWEST CORNER OF THE BRIDGE.
 AA0902'THE MARK IS 0.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0903 ***********************************************************************
 AA0903  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0903  DESIGNATION -  872 4193 E TIDAL
 AA0903  PID         -  AA0903
 AA0903  STATE/COUNTY-  FL/MONROE
 AA0903  USGS QUAD   -  BIG PINE KEY (1972)
 AA0903
 AA0903                         *CURRENT SURVEY CONTROL
 AA0903  ___________________________________________________________________
 AA0903* NAD 83(1999)-  24 41 52.53390(N)    081 20 28.10198(W)     ADJUSTED  
 AA0903* NAVD 88     -         2.724  (meters)       8.94   (feet)  ADJUSTED  
 AA0903  ___________________________________________________________________
 AA0903  X           -     872,903.557 (meters)                     COMP
 AA0903  Y           -  -5,731,973.035 (meters)                     COMP
 AA0903  Z           -   2,648,703.430 (meters)                     COMP
 AA0903  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AA0903  ELLIP HEIGHT-         -19.15  (meters)          (06/19/01) GPS OBS
 AA0903  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA0903  DYNAMIC HT  -           2.719 (meters)       8.92  (feet)  COMP
 AA0903  MODELED GRAV-     978,969.8   (mgal)                       NAVD 88
 AA0903
 AA0903  HORZ ORDER  -  FIRST
 AA0903  VERT ORDER  -  SECOND    CLASS I
 AA0903  ELLP ORDER  -  FOURTH    CLASS I
 AA0903
 AA0903.The horizontal coordinates were established by GPS observations
 AA0903.and adjusted by the National Geodetic Survey in June 2001..
 AA0903
 AA0903.The orthometric height was determined by differential leveling
 AA0903.and adjusted by the National Geodetic Survey in June 1991..
 AA0903
 AA0903.This Tidal Bench Mark is designated as VM 6419
 AA0903.by the Center for Operational Oceanographic Products and Services.
 AA0903
 AA0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0903
 AA0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0903
 AA0903.The ellipsoidal height was determined by GPS observations
 AA0903.and is referenced to NAD 83.
 AA0903
 AA0903.The geoid height was determined by GEOID03.
 AA0903
 AA0903.The dynamic height is computed by dividing the NAVD 88
 AA0903.geopotential number by the normal gravity value computed on the
 AA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0903.degrees latitude (g = 980.6199 gals.).
 AA0903
 AA0903.The modeled gravity was interpolated from observed gravity values.
 AA0903
 AA0903;                    North         East     Units Scale Factor Converg.
 AA0903;SPC FL E     -    40,424.945   165,480.119   MT  0.99995589   -0 08 33.1
 AA0903;SPC FL E     -   132,627.51    542,912.69   sFT  0.99995589   -0 08 33.1
 AA0903;UTM  17      - 2,731,543.134   465,491.898   MT  0.99961471   -0 08 33.1
 AA0903
 AA0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0903!SPC FL E     -   1.00000301  x   0.99995589  =   0.99995890
 AA0903!UTM  17      -   1.00000301  x   0.99961471  =   0.99961772
 AA0903
 AA0903                          SUPERSEDED SURVEY CONTROL
 AA0903
 AA0903  NAD 83(1990)-  24 41 52.53204(N)    081 20 28.10197(W) AD(       ) 1
 AA0903  ELLIP H (07/31/95)  -19.09   (m)                       GP(       ) 4 1
 AA0903  NAVD 88 (07/31/95)    2.73   (m)            9.0    (f) LEVELING    3  
 AA0903
 AA0903.Superseded values are not recommended for survey control.
 AA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0903.See file dsdata.txt to determine how the superseded data were derived.
 AA0903
 AA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6549231543(NAD 83)
 AA0903_MARKER: DB = BENCH MARK DISK
 AA0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0903_SP_SET: CONCRETE SIDEWALK OF A BRIDGE
 AA0903_STAMPING: 4193 E
 AA0903_MARK LOGO: FLDT  
 AA0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0903+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1994
 AA0903
 AA0903  HISTORY     - Date     Condition        Report By
 AA0903  HISTORY     - UNK      MONUMENTED       FLDT
 AA0903  HISTORY     - 1982     GOOD             FLDNR
 AA0903  HISTORY     - 19940223 GOOD             KEISCH
 AA0903
 AA0903                          STATION DESCRIPTION
 AA0903
 AA0903'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0903'3.8 MI NE FROM BIG PINE.
 AA0903'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0903'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0903'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 2.1 MILES
 AA0903'EAST ON WATSON BOULEVARD TO THE EAST END OF THE BRIDGE
 AA0903'OVER BOGIE CHANNEL AND THE MARK.  THE MARK BEARS 14.7
 AA0903'FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.9 FEET SOUTH
 AA0903'OF THE BRIDGE GUARDRAIL, AND 1.2 FEET NORTHWEST OF THE
 AA0903'WESTERNMOST CONCRETE POST FOR A METAL GUARDRAIL.
 AA0903'THE MARK IS 1 FT ABOVE ROAD.
 AA0903
 AA0903                          STATION RECOVERY (1994)
 AA0903
 AA0903'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0903'THE STATION IS LOCATED ON NO NAME KEY AT THE EAST END OF THE WATSON
 AA0903'BLVD BRIDGE OVER BOGIE CHANNEL IN MONROE COUNTY, FLORIDA. TO REACH THE
 AA0903'STATION FROM THE INTERSECTION U.S. 1 AND C.R. 940 (KEY DEER BLVD.) ON
 AA0903'BIG PINE KEY, GO NORTHWEST ON C.R. 940 FOR 1.7 MI (2.7 KM) TO THE
 AA0903'INTERSECTION WITH WATSON BLVD. TURN RIGHT AND GO EAST ON WATSON BLVD
 AA0903'FOR 2.25 MI (3.62 KM) TO THE EAST END OF THE BRIDGE ACROSS BOGIE
 AA0903'CHANNEL AND THE STATION ON THE LEFT. THE STATION LIES IN THE NORTHEAST
 AA0903'CORNER OF THE BRIDGE. THE STATION IS FLORIDA S.R.D. BENCHMARK DISC SET
 AA0903'IN THE CONCRETE SIDEWALK OF THE BRIDGE, STAMPED "4193 E." REFERENCES--
 AA0903'X-CUT, SET IN A CONCRETE BRIDGE RAIL, MAGNETIC AZIMUTH OF 294 DEGREES
 AA0903'AT 9.49 FT (2.89 M) . X-CUT, SET IN A CONCRETE BRIDGE RAIL, MAGNETIC
 AA0903'AZIMUTH OF 57 DEGREES AT 6.35 FT (1.94 M) . KEITH AND SCHNARS NAIL AND
 AA0903'DISC, SET IN ASPHALT PAVEMENT, MAGNETIC AZIMUTH OF 187 DEGREES AT
 AA0903'14.60 FT (4.45 M) . SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 39
 AA0903'DEGREES AT 1.95 FT (0.59 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0907 ***********************************************************************
 AA0907  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0907  DESIGNATION -  872 4201 TIDAL 1
 AA0907  PID         -  AA0907
 AA0907  STATE/COUNTY-  FL/MONROE
 AA0907  USGS QUAD   -  BIG PINE KEY (1972)
 AA0907
 AA0907                         *CURRENT SURVEY CONTROL
 AA0907  ___________________________________________________________________
 AA0907* NAD 83(1986)-  24 41 26.     (N)    081 21 23.     (W)     SCALED    
 AA0907* NAVD 88     -         0.489  (meters)       1.60   (feet)  ADJUSTED  
 AA0907  ___________________________________________________________________
 AA0907  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0907  DYNAMIC HT  -           0.488 (meters)       1.60  (feet)  COMP
 AA0907  MODELED GRAV-     978,969.4   (mgal)                       NAVD 88
 AA0907
 AA0907  VERT ORDER  -  SECOND    CLASS I
 AA0907
 AA0907.The horizontal coordinates were scaled from a topographic map and have
 AA0907.an estimated accuracy of +/- 6 seconds.
 AA0907
 AA0907.The orthometric height was determined by differential leveling
 AA0907.and adjusted by the National Geodetic Survey in June 1991..
 AA0907
 AA0907.This Tidal Bench Mark is designated as VM 6431
 AA0907.by the Center for Operational Oceanographic Products and Services.
 AA0907
 AA0907.The geoid height was determined by GEOID03.
 AA0907
 AA0907.The dynamic height is computed by dividing the NAVD 88
 AA0907.geopotential number by the normal gravity value computed on the
 AA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0907.degrees latitude (g = 980.6199 gals.).
 AA0907
 AA0907.The modeled gravity was interpolated from observed gravity values.
 AA0907
 AA0907;                    North         East    Units  Estimated Accuracy
 AA0907;SPC FL E     -    39,610.      163,940.      MT  (+/- 180 meters Scaled)
 AA0907
 AA0907                          SUPERSEDED SURVEY CONTROL
 AA0907
 AA0907.No superseded survey control is available for this station.
 AA0907
 AA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH639307(NAD 83)
 AA0907_MARKER: DJ = TIDAL STATION DISK
 AA0907_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0907+WITH SETTING: PAVEMENT
 AA0907_SP_SET: CONCRETE STEP
 AA0907_STAMPING: NO 1 1974
 AA0907_MARK LOGO: NOS   
 AA0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0907+STABILITY: SURFACE MOTION
 AA0907
 AA0907  HISTORY     - Date     Condition        Report By
 AA0907  HISTORY     - 1974     MONUMENTED       NOS
 AA0907  HISTORY     - 1982     GOOD             FLDNR
 AA0907
 AA0907                          STATION DESCRIPTION
 AA0907
 AA0907'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0907'2.5 MI NORTH FROM BIG PINE.
 AA0907'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0907'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0907'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE
 AA0907'EAST ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B
 AA0907'AND THE ENTRANCE TO THE HALCYON BEACH TRAILER PARK.
 AA0907'THE MARK IS AT THE EAST SIDE OF THE TRAILER PARK, SET
 AA0907'IN THE SECOND STEP ON THE EAST SIDE OF THE RECREATION
 AA0907'HALL, 18 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AA0907'BUILDING, AND 4 FEET EAST OF THE ENTRANCE.
 AA0907'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0906 ***********************************************************************
 AA0906  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0906  DESIGNATION -  872 4201 TIDAL 2
 AA0906  PID         -  AA0906
 AA0906  STATE/COUNTY-  FL/MONROE
 AA0906  USGS QUAD   -  BIG PINE KEY (1972)
 AA0906
 AA0906                         *CURRENT SURVEY CONTROL
 AA0906  ___________________________________________________________________
 AA0906* NAD 83(1986)-  24 41 26.     (N)    081 21 23.     (W)     SCALED    
 AA0906* NAVD 88     -         0.675  (meters)       2.21   (feet)  ADJUSTED  
 AA0906  ___________________________________________________________________
 AA0906  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0906  DYNAMIC HT  -           0.674 (meters)       2.21  (feet)  COMP
 AA0906  MODELED GRAV-     978,969.4   (mgal)                       NAVD 88
 AA0906
 AA0906  VERT ORDER  -  SECOND    CLASS I
 AA0906
 AA0906.The horizontal coordinates were scaled from a topographic map and have
 AA0906.an estimated accuracy of +/- 6 seconds.
 AA0906
 AA0906.The orthometric height was determined by differential leveling
 AA0906.and adjusted by the National Geodetic Survey in June 1991..
 AA0906
 AA0906.This Tidal Bench Mark is designated as VM 6432
 AA0906.by the Center for Operational Oceanographic Products and Services.
 AA0906
 AA0906.The geoid height was determined by GEOID03.
 AA0906
 AA0906.The dynamic height is computed by dividing the NAVD 88
 AA0906.geopotential number by the normal gravity value computed on the
 AA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0906.degrees latitude (g = 980.6199 gals.).
 AA0906
 AA0906.The modeled gravity was interpolated from observed gravity values.
 AA0906
 AA0906;                    North         East    Units  Estimated Accuracy
 AA0906;SPC FL E     -    39,610.      163,940.      MT  (+/- 180 meters Scaled)
 AA0906
 AA0906                          SUPERSEDED SURVEY CONTROL
 AA0906
 AA0906.No superseded survey control is available for this station.
 AA0906
 AA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH639307(NAD 83)
 AA0906_MARKER: DJ = TIDAL STATION DISK
 AA0906_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0906+WITH SETTING: PAVEMENT
 AA0906_SP_SET: CONCRETE STEP
 AA0906_STAMPING: NO 2 1974
 AA0906_MARK LOGO: NOS   
 AA0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0906+STABILITY: SURFACE MOTION
 AA0906
 AA0906  HISTORY     - Date     Condition        Report By
 AA0906  HISTORY     - 1974     MONUMENTED       NOS
 AA0906  HISTORY     - 1982     GOOD             FLDNR
 AA0906
 AA0906                          STATION DESCRIPTION
 AA0906
 AA0906'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0906'2.5 MI NORTH FROM BIG PINE.
 AA0906'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0906'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0906'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE EAST
 AA0906'ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B AND
 AA0906'THE ENTRANCE TO HALCYON BEACH TRAILER PARK.
 AA0906'THE MARK IS AT THE TRAILER PARK RECREATION HALL,
 AA0906'35 FEET SOUTH OF THE CENTERLINE OF THE NORTH ENTRANCE
 AA0906'ROAD, 25 FEET WEST OF THE NORTHEAST CORNER OF THE
 AA0906'BUILDING, 6 FEET EAST OF THE NORTHWEST CORNER OF THE
 AA0906'BUILDING, AND SET IN THE SECOND STEP.
 AA0906'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0905 ***********************************************************************
 AA0905  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0905  DESIGNATION -  872 4201 TIDAL 3
 AA0905  PID         -  AA0905
 AA0905  STATE/COUNTY-  FL/MONROE
 AA0905  USGS QUAD   -  BIG PINE KEY (1972)
 AA0905
 AA0905                         *CURRENT SURVEY CONTROL
 AA0905  ___________________________________________________________________
 AA0905* NAD 83(1986)-  24 41 26.     (N)    081 21 23.     (W)     SCALED    
 AA0905* NAVD 88     -         0.689  (meters)       2.26   (feet)  ADJUSTED  
 AA0905  ___________________________________________________________________
 AA0905  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0905  DYNAMIC HT  -           0.687 (meters)       2.25  (feet)  COMP
 AA0905  MODELED GRAV-     978,969.4   (mgal)                       NAVD 88
 AA0905
 AA0905  VERT ORDER  -  SECOND    CLASS I
 AA0905
 AA0905.The horizontal coordinates were scaled from a topographic map and have
 AA0905.an estimated accuracy of +/- 6 seconds.
 AA0905
 AA0905.The orthometric height was determined by differential leveling
 AA0905.and adjusted by the National Geodetic Survey in June 1991..
 AA0905
 AA0905.This Tidal Bench Mark is designated as VM 6433
 AA0905.by the Center for Operational Oceanographic Products and Services.
 AA0905
 AA0905.The geoid height was determined by GEOID03.
 AA0905
 AA0905.The dynamic height is computed by dividing the NAVD 88
 AA0905.geopotential number by the normal gravity value computed on the
 AA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0905.degrees latitude (g = 980.6199 gals.).
 AA0905
 AA0905.The modeled gravity was interpolated from observed gravity values.
 AA0905
 AA0905;                    North         East    Units  Estimated Accuracy
 AA0905;SPC FL E     -    39,610.      163,940.      MT  (+/- 180 meters Scaled)
 AA0905
 AA0905                          SUPERSEDED SURVEY CONTROL
 AA0905
 AA0905.No superseded survey control is available for this station.
 AA0905
 AA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH639307(NAD 83)
 AA0905_MARKER: DJ = TIDAL STATION DISK
 AA0905_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0905+WITH SETTING: PAVEMENT
 AA0905_SP_SET: CONCRETE PAD
 AA0905_STAMPING: NO 3 1974
 AA0905_MARK LOGO: NOS   
 AA0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0905+STABILITY: SURFACE MOTION
 AA0905
 AA0905  HISTORY     - Date     Condition        Report By
 AA0905  HISTORY     - 1974     MONUMENTED       NOS
 AA0905  HISTORY     - 1982     GOOD             FLDNR
 AA0905
 AA0905                          STATION DESCRIPTION
 AA0905
 AA0905'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0905'2.5 MI NORTH FROM BIG PINE.
 AA0905'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0905'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0905'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE EAST
 AA0905'ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B
 AA0905'AND THE ENTRANCE TO HALCYON BEACH TRAILER
 AA0905'PARK.  THE MARK IS IN THE SEVENTH CONCRETE TRAILER PAD
 AA0905'EAST OF AVENUE B, ALONG THE NORTH ENTRANCE ROAD, 42
 AA0905'FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD, AND
 AA0905'2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE PAD.
 AA0905'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0904 ***********************************************************************
 AA0904  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0904  DESIGNATION -  872 4201 TIDAL 4
 AA0904  PID         -  AA0904
 AA0904  STATE/COUNTY-  FL/MONROE
 AA0904  USGS QUAD   -  BIG PINE KEY (1972)
 AA0904
 AA0904                         *CURRENT SURVEY CONTROL
 AA0904  ___________________________________________________________________
 AA0904* NAD 83(1986)-  24 41 26.     (N)    081 21 23.     (W)     SCALED    
 AA0904* NAVD 88     -         0.576  (meters)       1.89   (feet)  ADJUSTED  
 AA0904  ___________________________________________________________________
 AA0904  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0904  DYNAMIC HT  -           0.575 (meters)       1.89  (feet)  COMP
 AA0904  MODELED GRAV-     978,969.4   (mgal)                       NAVD 88
 AA0904
 AA0904  VERT ORDER  -  SECOND    CLASS I
 AA0904
 AA0904.The horizontal coordinates were scaled from a topographic map and have
 AA0904.an estimated accuracy of +/- 6 seconds.
 AA0904
 AA0904.The orthometric height was determined by differential leveling
 AA0904.and adjusted by the National Geodetic Survey in June 1991..
 AA0904
 AA0904.This Tidal Bench Mark is designated as VM 6434
 AA0904.by the Center for Operational Oceanographic Products and Services.
 AA0904
 AA0904.The geoid height was determined by GEOID03.
 AA0904
 AA0904.The dynamic height is computed by dividing the NAVD 88
 AA0904.geopotential number by the normal gravity value computed on the
 AA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0904.degrees latitude (g = 980.6199 gals.).
 AA0904
 AA0904.The modeled gravity was interpolated from observed gravity values.
 AA0904
 AA0904;                    North         East    Units  Estimated Accuracy
 AA0904;SPC FL E     -    39,610.      163,940.      MT  (+/- 180 meters Scaled)
 AA0904
 AA0904                          SUPERSEDED SURVEY CONTROL
 AA0904
 AA0904.No superseded survey control is available for this station.
 AA0904
 AA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH639307(NAD 83)
 AA0904_MARKER: DJ = TIDAL STATION DISK
 AA0904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0904_SP_SET: CONCRETE SEAWALL
 AA0904_STAMPING: NO 4 1974
 AA0904_MARK LOGO: NOS   
 AA0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0904+STABILITY: SURFACE MOTION
 AA0904
 AA0904  HISTORY     - Date     Condition        Report By
 AA0904  HISTORY     - 1974     MONUMENTED       NOS
 AA0904  HISTORY     - 1982     GOOD             FLDNR
 AA0904
 AA0904                          STATION DESCRIPTION
 AA0904
 AA0904'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0904'2.5 MI NORTH FROM BIG PINE.
 AA0904'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0904'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0904'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE
 AA0904'EAST ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B
 AA0904'AND THE MARK.  THE MARK IS SET IN THE SEAWALL AT THE
 AA0904'PRIVATE HOME AT THE NORTHWEST CORNER OF THE JUNCTION,
 AA0904'60 FEET NORTH OF THE CENTERLINE OF WATSON BOULEVARD,
 AA0904'AND 1 FOOT WEST OF THE SOUTHEAST CORNER OF THE CANAL
 AA0904'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1694 ***********************************************************************
 AA1694  DESIGNATION -  872 4211 F TIDAL
 AA1694  PID         -  AA1694
 AA1694  STATE/COUNTY-  FL/MONROE
 AA1694  USGS QUAD   -  BIG PINE KEY (1972)
 AA1694
 AA1694                         *CURRENT SURVEY CONTROL
 AA1694  ___________________________________________________________________
 AA1694* NAD 83(1986)-  24 40 12.     (N)    081 22 05.     (W)     SCALED    
 AA1694* NAVD 88     -         0.946  (meters)       3.10   (feet)  ADJUSTED  
 AA1694  ___________________________________________________________________
 AA1694  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA1694  DYNAMIC HT  -           0.945 (meters)       3.10  (feet)  COMP
 AA1694  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA1694
 AA1694  VERT ORDER  -  FIRST     CLASS II
 AA1694
 AA1694.The horizontal coordinates were scaled from a topographic map and have
 AA1694.an estimated accuracy of +/- 6 seconds.
 AA1694
 AA1694.The orthometric height was determined by differential leveling
 AA1694.and adjusted by the National Geodetic Survey in May 1994..
 AA1694
 AA1694.The geoid height was determined by GEOID03.
 AA1694
 AA1694.The dynamic height is computed by dividing the NAVD 88
 AA1694.geopotential number by the normal gravity value computed on the
 AA1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1694.degrees latitude (g = 980.6199 gals.).
 AA1694
 AA1694.The modeled gravity was interpolated from observed gravity values.
 AA1694
 AA1694;                    North         East    Units  Estimated Accuracy
 AA1694;SPC FL E     -    37,340.      162,750.      MT  (+/- 180 meters Scaled)
 AA1694
 AA1694                          SUPERSEDED SURVEY CONTROL
 AA1694
 AA1694  NGVD 29 (09/01/92)    1.369  (m)            4.49   (f) ADJUSTED    1 2
 AA1694
 AA1694.Superseded values are not recommended for survey control.
 AA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1694.See file dsdata.txt to determine how the superseded data were derived.
 AA1694
 AA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH627284(NAD 83)
 AA1694_MARKER: DJ = TIDAL STATION DISK
 AA1694_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1694_SP_SET: CONCRETE PAD FOR A MANHOLE
 AA1694_STAMPING: 4211 F 1988
 AA1694_MARK LOGO: NOS   
 AA1694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1694+STABILITY: SURFACE MOTION
 AA1694
 AA1694  HISTORY     - Date     Condition        Report By
 AA1694  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1694
 AA1694                          STATION DESCRIPTION
 AA1694
 AA1694'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1694'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1694'U.S. HIGHWAY 1 FOR 0.3 MI (0.5 KM) TO THE MARK, SET FLUSH IN THE
 AA1694'NORTHEAST CORNER OF A 3.4 FT (1.0 M) BY 7.8 FT (2.4 M) CONCRETE PAD
 AA1694'FOR A MANHOLE.  LOCATED 91.2 FT (27.8 M) EAST OF THE CENTERLINE OF
 AA1694'SHIPSWAY ROAD, 36.1 FT (11.0 M) NORTH OF THE CENTERLINE OF U.S.
 AA1694'HIGHWAY 1 AND 89.0 FT (27.1 M) NORTHEAST OF TIDAL BENCH MARK 4211 G
 AA1694'1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1695 ***********************************************************************
 AA1695  DESIGNATION -  872 4211 G TIDAL
 AA1695  PID         -  AA1695
 AA1695  STATE/COUNTY-  FL/MONROE
 AA1695  USGS QUAD   -  BIG PINE KEY (1972)
 AA1695
 AA1695                         *CURRENT SURVEY CONTROL
 AA1695  ___________________________________________________________________
 AA1695* NAD 83(1986)-  24 40 11.     (N)    081 22 05.     (W)     SCALED    
 AA1695* NAVD 88     -         1.211  (meters)       3.97   (feet)  ADJUSTED  
 AA1695  ___________________________________________________________________
 AA1695  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA1695  DYNAMIC HT  -           1.209 (meters)       3.97  (feet)  COMP
 AA1695  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA1695
 AA1695  VERT ORDER  -  FIRST     CLASS II
 AA1695
 AA1695.The horizontal coordinates were scaled from a topographic map and have
 AA1695.an estimated accuracy of +/- 6 seconds.
 AA1695
 AA1695.The orthometric height was determined by differential leveling
 AA1695.and adjusted by the National Geodetic Survey in May 1994..
 AA1695
 AA1695.The geoid height was determined by GEOID03.
 AA1695
 AA1695.The dynamic height is computed by dividing the NAVD 88
 AA1695.geopotential number by the normal gravity value computed on the
 AA1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1695.degrees latitude (g = 980.6199 gals.).
 AA1695
 AA1695.The modeled gravity was interpolated from observed gravity values.
 AA1695
 AA1695;                    North         East    Units  Estimated Accuracy
 AA1695;SPC FL E     -    37,310.      162,750.      MT  (+/- 180 meters Scaled)
 AA1695
 AA1695                          SUPERSEDED SURVEY CONTROL
 AA1695
 AA1695  NGVD 29 (09/01/92)    1.633  (m)            5.36   (f) ADJUSTED    1 2
 AA1695
 AA1695.Superseded values are not recommended for survey control.
 AA1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1695.See file dsdata.txt to determine how the superseded data were derived.
 AA1695
 AA1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH627284(NAD 83)
 AA1695_MARKER: DJ = TIDAL STATION DISK
 AA1695_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1695_SP_SET: CONCRETE BASE FOR A POWER POLE
 AA1695_STAMPING: 4211 G 1988
 AA1695_MARK LOGO: NOS   
 AA1695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1695+STABILITY: SURFACE MOTION
 AA1695
 AA1695  HISTORY     - Date     Condition        Report By
 AA1695  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1695
 AA1695                          STATION DESCRIPTION
 AA1695
 AA1695'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1695'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1695'U.S. HIGHWAY 1 FOR 0.3 MI (0.5 KM) TO THE MARK, SET FLUSH IN THE
 AA1695'NORTH SIDE OF A CONCRETE BASE FOR A LARGE POWER POLE.  LOCATED 41.3
 AA1695'FT (12.6 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 14.5 FT (4.4
 AA1695'M) EAST OF THE CENTERLINE OF CAHILL COURT, 0.7 FT (0.2 M) NORTH OF
 AA1695'THE NORTH FACE OF THE POWER POLE AND 89.0 FT (27.1 M) SOUTHWEST OF
 AA1695'TIDAL BENCH MARK 4211 F 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0792 ***********************************************************************
 AA0792  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0792  DESIGNATION -  872 4211 TIDAL 1
 AA0792  PID         -  AA0792
 AA0792  STATE/COUNTY-  FL/MONROE
 AA0792  USGS QUAD   -  BIG PINE KEY (1972)
 AA0792
 AA0792                         *CURRENT SURVEY CONTROL
 AA0792  ___________________________________________________________________
 AA0792* NAD 83(1986)-  24 40 14.     (N)    081 22 05.     (W)     SCALED    
 AA0792* NAVD 88     -         0.505  (meters)       1.66   (feet)  ADJUSTED  
 AA0792  ___________________________________________________________________
 AA0792  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA0792  DYNAMIC HT  -           0.504 (meters)       1.65  (feet)  COMP
 AA0792  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0792
 AA0792  VERT ORDER  -  SECOND    CLASS I
 AA0792
 AA0792.The horizontal coordinates were scaled from a topographic map and have
 AA0792.an estimated accuracy of +/- 6 seconds.
 AA0792
 AA0792.The orthometric height was determined by differential leveling
 AA0792.and adjusted by the National Geodetic Survey in June 1991..
 AA0792
 AA0792.This Tidal Bench Mark is designated as VM 8912
 AA0792.by the Center for Operational Oceanographic Products and Services.
 AA0792
 AA0792.The geoid height was determined by GEOID03.
 AA0792
 AA0792.The dynamic height is computed by dividing the NAVD 88
 AA0792.geopotential number by the normal gravity value computed on the
 AA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0792.degrees latitude (g = 980.6199 gals.).
 AA0792
 AA0792.The modeled gravity was interpolated from observed gravity values.
 AA0792
 AA0792;                    North         East    Units  Estimated Accuracy
 AA0792;SPC FL E     -    37,400.      162,750.      MT  (+/- 180 meters Scaled)
 AA0792
 AA0792                          SUPERSEDED SURVEY CONTROL
 AA0792
 AA0792.No superseded survey control is available for this station.
 AA0792
 AA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH627285(NAD 83)
 AA0792_MARKER: DJ = TIDAL STATION DISK
 AA0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0792_SP_SET: CONCRETE SEAWALL/DOCK
 AA0792_STAMPING: NO 1 1971
 AA0792_MARK LOGO: NOS   
 AA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0792+STABILITY: SURFACE MOTION
 AA0792
 AA0792  HISTORY     - Date     Condition        Report By
 AA0792  HISTORY     - 1971     MONUMENTED       NOS
 AA0792  HISTORY     - 1982     GOOD             FLDNR
 AA0792
 AA0792                          STATION DESCRIPTION
 AA0792
 AA0792'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0792'IN BIG PINE.
 AA0792'BEGIN AT BIG PINE, GO 0.2 MILE EAST OF THE BRIDGE OVER PINE CHANNEL
 AA0792'TO THE EAST END OF THE FIRST EAST/WEST CANAL NORTH OF THE HIGHWAY
 AA0792'AND THE VICINITY OF THE MARK.  THE MARK BEARS 123 FEET WEST OF THE
 AA0792'CENTERLINE OF THE ROAD, AND 7 FEET SOUTH OF THE SOUTH SIDE OF THE
 AA0792'CANAL.
 AA0792'THE MARK IS 1 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0788 ***********************************************************************
 AA0788  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0788  DESIGNATION -  872 4213 F TIDAL
 AA0788  PID         -  AA0788
 AA0788  STATE/COUNTY-  FL/MONROE
 AA0788  USGS QUAD   -  BIG PINE KEY (1972)
 AA0788
 AA0788                         *CURRENT SURVEY CONTROL
 AA0788  ___________________________________________________________________
 AA0788* NAD 83(1986)-  24 40 08.     (N)    081 22 17.     (W)     SCALED    
 AA0788* NAVD 88     -         5.275  (meters)      17.31   (feet)  ADJUSTED  
 AA0788  ___________________________________________________________________
 AA0788  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA0788  DYNAMIC HT  -           5.266 (meters)      17.28  (feet)  COMP
 AA0788  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0788
 AA0788  VERT ORDER  -  FIRST     CLASS II
 AA0788
 AA0788.The horizontal coordinates were scaled from a topographic map and have
 AA0788.an estimated accuracy of +/- 6 seconds.
 AA0788
 AA0788.The orthometric height was determined by differential leveling
 AA0788.and adjusted by the National Geodetic Survey in June 1991..
 AA0788
 AA0788.This Tidal Bench Mark is designated as VM 6459
 AA0788.by the Center for Operational Oceanographic Products and Services.
 AA0788
 AA0788.The geoid height was determined by GEOID03.
 AA0788
 AA0788.The dynamic height is computed by dividing the NAVD 88
 AA0788.geopotential number by the normal gravity value computed on the
 AA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0788.degrees latitude (g = 980.6199 gals.).
 AA0788
 AA0788.The modeled gravity was interpolated from observed gravity values.
 AA0788
 AA0788;                    North         East    Units  Estimated Accuracy
 AA0788;SPC FL E     -    37,220.      162,410.      MT  (+/- 180 meters Scaled)
 AA0788
 AA0788                          SUPERSEDED SURVEY CONTROL
 AA0788
 AA0788  NGVD 29 (09/01/92)    5.697  (m)           18.69   (f) ADJUSTED    1 2
 AA0788
 AA0788.Superseded values are not recommended for survey control.
 AA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0788.See file dsdata.txt to determine how the superseded data were derived.
 AA0788
 AA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH624283(NAD 83)
 AA0788_MARKER: DB = BENCH MARK DISK
 AA0788_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0788_SP_SET: CONCRETE BRIDGE RAIL
 AA0788_STAMPING: 4213 F 1982
 AA0788_MARK LOGO: FLDT  
 AA0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0788
 AA0788  HISTORY     - Date     Condition        Report By
 AA0788  HISTORY     - 1982     MONUMENTED       FLDT
 AA0788  HISTORY     - 1982     GOOD             FLDNR
 AA0788  HISTORY     - 19901026 GOOD             FLDNR
 AA0788
 AA0788                          STATION DESCRIPTION
 AA0788
 AA0788'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0788'20.1 MI SW FROM MARATHON.
 AA0788'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES
 AA0788'SOUTHWEST ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL
 AA0788'BRIDGE AND THE MARK.  THE MARK IS SET IN THE TOP OF THE NORTHEAST
 AA0788'CONCRETE GUARDRAIL AND BEARS 19.9 FEET NORTH OF THE CENTERLINE
 AA0788'OF THE BRIDGE AND 10.1 FEET WEST OF THE NORTHEAST CORNER
 AA0788'OF THE CONCRETE GUARDRAIL.
 AA0788'THE MARK IS 2.8 FT ABOVE CENTERLINE OF BRIDGE.
 AA0788
 AA0788                          STATION RECOVERY (1990)
 AA0788
 AA0788'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0788'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AA0788'REACHED FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON U.S.
 AA0788'HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0789 ***********************************************************************
 AA0789  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0789  DESIGNATION -  872 4213 G TIDAL
 AA0789  PID         -  AA0789
 AA0789  STATE/COUNTY-  FL/MONROE
 AA0789  USGS QUAD   -  BIG PINE KEY (1972)
 AA0789
 AA0789                         *CURRENT SURVEY CONTROL
 AA0789  ___________________________________________________________________
 AA0789* NAD 83(1986)-  24 40 08.     (N)    081 22 17.     (W)     SCALED    
 AA0789* NAVD 88     -         3.634  (meters)      11.92   (feet)  ADJUSTED  
 AA0789  ___________________________________________________________________
 AA0789  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA0789  DYNAMIC HT  -           3.628 (meters)      11.90  (feet)  COMP
 AA0789  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0789
 AA0789  VERT ORDER  -  SECOND    CLASS I
 AA0789
 AA0789.The horizontal coordinates were scaled from a topographic map and have
 AA0789.an estimated accuracy of +/- 6 seconds.
 AA0789
 AA0789.The orthometric height was determined by differential leveling
 AA0789.and adjusted by the National Geodetic Survey in June 1991..
 AA0789
 AA0789.This Tidal Bench Mark is designated as VM 6460
 AA0789.by the Center for Operational Oceanographic Products and Services.
 AA0789
 AA0789.The geoid height was determined by GEOID03.
 AA0789
 AA0789.The dynamic height is computed by dividing the NAVD 88
 AA0789.geopotential number by the normal gravity value computed on the
 AA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0789.degrees latitude (g = 980.6199 gals.).
 AA0789
 AA0789.The modeled gravity was interpolated from observed gravity values.
 AA0789
 AA0789;                    North         East    Units  Estimated Accuracy
 AA0789;SPC FL E     -    37,220.      162,410.      MT  (+/- 180 meters Scaled)
 AA0789
 AA0789                          SUPERSEDED SURVEY CONTROL
 AA0789
 AA0789.No superseded survey control is available for this station.
 AA0789
 AA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH624283(NAD 83)
 AA0789_MARKER: DJ = TIDAL STATION DISK
 AA0789_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0789_SP_SET: CONCRETE WINGWALL
 AA0789_STAMPING: 4213 G 1982
 AA0789_MARK LOGO: NOS   
 AA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0789+STABILITY: SURFACE MOTION
 AA0789
 AA0789  HISTORY     - Date     Condition        Report By
 AA0789  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0789
 AA0789                          STATION DESCRIPTION
 AA0789
 AA0789'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0789'20.1 MI SW FROM MARATHON.
 AA0789'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES SOUTHWEST
 AA0789'ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL BRIDGE AND
 AA0789'THE MARK.  THE MARK IS SET IN THE NORTHEAST WINGWALL OF THE
 AA0789'NORTHEAST CORNER OF THE BRIDGE AND BEARS 23.7 FEET NORTH OF THE
 AA0789'CENTERLINE OF THE BRIDGE, 10.4 FEET NORTHWEST OF THE NORTHEAST
 AA0789'CORNER OF THE CONCRETE RAIL, AND 3.9 FEET NORTH OF BENCH MARK
 AA0789'4213 F 1982.
 AA0789'THE MARK IS 2.8 FT BELOW CENTERLINE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0790 ***********************************************************************
 AA0790  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0790  DESIGNATION -  872 4213 H TIDAL
 AA0790  PID         -  AA0790
 AA0790  STATE/COUNTY-  FL/MONROE
 AA0790  USGS QUAD   -  BIG PINE KEY (1972)
 AA0790
 AA0790                         *CURRENT SURVEY CONTROL
 AA0790  ___________________________________________________________________
 AA0790* NAD 83(1986)-  24 40 08.     (N)    081 22 17.     (W)     SCALED    
 AA0790* NAVD 88     -         2.232  (meters)       7.32   (feet)  ADJUSTED  
 AA0790  ___________________________________________________________________
 AA0790  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA0790  DYNAMIC HT  -           2.229 (meters)       7.31  (feet)  COMP
 AA0790  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0790
 AA0790  VERT ORDER  -  SECOND    CLASS I
 AA0790
 AA0790.The horizontal coordinates were scaled from a topographic map and have
 AA0790.an estimated accuracy of +/- 6 seconds.
 AA0790
 AA0790.The orthometric height was determined by differential leveling
 AA0790.and adjusted by the National Geodetic Survey in June 1991..
 AA0790
 AA0790.This Tidal Bench Mark is designated as VM 6461
 AA0790.by the Center for Operational Oceanographic Products and Services.
 AA0790
 AA0790.The geoid height was determined by GEOID03.
 AA0790
 AA0790.The dynamic height is computed by dividing the NAVD 88
 AA0790.geopotential number by the normal gravity value computed on the
 AA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0790.degrees latitude (g = 980.6199 gals.).
 AA0790
 AA0790.The modeled gravity was interpolated from observed gravity values.
 AA0790
 AA0790;                    North         East    Units  Estimated Accuracy
 AA0790;SPC FL E     -    37,220.      162,410.      MT  (+/- 180 meters Scaled)
 AA0790
 AA0790                          SUPERSEDED SURVEY CONTROL
 AA0790
 AA0790.No superseded survey control is available for this station.
 AA0790
 AA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH624283(NAD 83)
 AA0790_MARKER: DJ = TIDAL STATION DISK
 AA0790_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0790+WITH SETTING: PAVEMENT
 AA0790_SP_SET: CONCRETE POWER POLE BASE
 AA0790_STAMPING: 4213 H 1982
 AA0790_MARK LOGO: NOS   
 AA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0790+STABILITY: SURFACE MOTION
 AA0790
 AA0790  HISTORY     - Date     Condition        Report By
 AA0790  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0790
 AA0790                          STATION DESCRIPTION
 AA0790
 AA0790'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0790'20.1 MI SW FROM MARATHON.
 AA0790'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES
 AA0790'SOUTHWEST ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL BRIDGE AND
 AA0790'THE MARK.  THE MARK IS SET IN THE NORTH SIDE OF A ROUND CONCRETE
 AA0790'BASE FOR A SQUARE CONCRETE POWER POLE WHICH IS THE FIRST POLE EAST
 AA0790'OF THE EAST END OF THE BRIDGE.
 AA0790'THE MARK IS 7 FT BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0791 ***********************************************************************
 AA0791  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0791  DESIGNATION -  872 4213 J TIDAL
 AA0791  PID         -  AA0791
 AA0791  STATE/COUNTY-  FL/MONROE
 AA0791  USGS QUAD   -  BIG PINE KEY (1972)
 AA0791
 AA0791                         *CURRENT SURVEY CONTROL
 AA0791  ___________________________________________________________________
 AA0791* NAD 83(1986)-  24 40 08.     (N)    081 22 17.     (W)     SCALED    
 AA0791* NAVD 88     -         4.170  (meters)      13.68   (feet)  ADJUSTED  
 AA0791  ___________________________________________________________________
 AA0791  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA0791  DYNAMIC HT  -           4.163 (meters)      13.66  (feet)  COMP
 AA0791  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0791
 AA0791  VERT ORDER  -  FIRST     CLASS II
 AA0791
 AA0791.The horizontal coordinates were scaled from a topographic map and have
 AA0791.an estimated accuracy of +/- 6 seconds.
 AA0791
 AA0791.The orthometric height was determined by differential leveling
 AA0791.and adjusted by the National Geodetic Survey in June 1991..
 AA0791
 AA0791.This Tidal Bench Mark is designated as VM 6462
 AA0791.by the Center for Operational Oceanographic Products and Services.
 AA0791
 AA0791.The geoid height was determined by GEOID03.
 AA0791
 AA0791.The dynamic height is computed by dividing the NAVD 88
 AA0791.geopotential number by the normal gravity value computed on the
 AA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0791.degrees latitude (g = 980.6199 gals.).
 AA0791
 AA0791.The modeled gravity was interpolated from observed gravity values.
 AA0791
 AA0791;                    North         East    Units  Estimated Accuracy
 AA0791;SPC FL E     -    37,220.      162,410.      MT  (+/- 180 meters Scaled)
 AA0791
 AA0791                          SUPERSEDED SURVEY CONTROL
 AA0791
 AA0791  NGVD 29 (09/01/92)    4.590  (m)           15.06   (f) ADJUSTED    1 2
 AA0791
 AA0791.Superseded values are not recommended for survey control.
 AA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0791.See file dsdata.txt to determine how the superseded data were derived.
 AA0791
 AA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH624283(NAD 83)
 AA0791_MARKER: DJ = TIDAL STATION DISK
 AA0791_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0791_SP_SET: BASE FOR BRIDGE GUARDRAIL
 AA0791_STAMPING: 4213 J 1982
 AA0791_MARK LOGO: NOS   
 AA0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0791
 AA0791  HISTORY     - Date     Condition        Report By
 AA0791  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0791  HISTORY     - 19901101 GOOD             FLDNR
 AA0791
 AA0791                          STATION DESCRIPTION
 AA0791
 AA0791'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0791'20.1 MI SW FROM MARATHON.
 AA0791'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES
 AA0791'SOUTHWEST ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL BRIDGE
 AA0791'AND THE MARK.  THE MARK IS SET IN THE NORTHWEST CORNER OF THE
 AA0791'BRIDGE AND BEARS 3.0 FEET EAST OF THE NORTHWEST CORNER OF CONCRETE
 AA0791'GUARDRAIL, 19.2 FEET NORTH OF THE CENTERLINE OF THE BRIDGE,
 AA0791'AND 0.3 FOOT SOUTH OF THE SOUTH SIDE OF THE NORTH CONCRETE
 AA0791'GUARDRAIL.
 AA0791'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF BRIDGE.
 AA0791
 AA0791                          STATION RECOVERY (1990)
 AA0791
 AA0791'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0791'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AA0791'REACHED FROM THE POST OFFFICE IN BIG PINE KEY, GO WEST ON U.S.
 AA0791'HIGHWAY 1 FOR 0.65 MI (1.05 KM) TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1690 ***********************************************************************
 AA1690  DESIGNATION -  872 4213 K TIDAL
 AA1690  PID         -  AA1690
 AA1690  STATE/COUNTY-  FL/MONROE
 AA1690  USGS QUAD   -  BIG PINE KEY (1972)
 AA1690
 AA1690                         *CURRENT SURVEY CONTROL
 AA1690  ___________________________________________________________________
 AA1690* NAD 83(1986)-  24 40 09.     (N)    081 22 25.     (W)     SCALED    
 AA1690* NAVD 88     -         5.012  (meters)      16.44   (feet)  ADJUSTED  
 AA1690  ___________________________________________________________________
 AA1690  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA1690  DYNAMIC HT  -           5.004 (meters)      16.42  (feet)  COMP
 AA1690  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA1690
 AA1690  VERT ORDER  -  FIRST     CLASS II
 AA1690
 AA1690.The horizontal coordinates were scaled from a topographic map and have
 AA1690.an estimated accuracy of +/- 6 seconds.
 AA1690
 AA1690.The orthometric height was determined by differential leveling
 AA1690.and adjusted by the National Geodetic Survey in May 1994..
 AA1690
 AA1690.The geoid height was determined by GEOID03.
 AA1690
 AA1690.The dynamic height is computed by dividing the NAVD 88
 AA1690.geopotential number by the normal gravity value computed on the
 AA1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1690.degrees latitude (g = 980.6199 gals.).
 AA1690
 AA1690.The modeled gravity was interpolated from observed gravity values.
 AA1690
 AA1690;                    North         East    Units  Estimated Accuracy
 AA1690;SPC FL E     -    37,250.      162,190.      MT  (+/- 180 meters Scaled)
 AA1690
 AA1690                          SUPERSEDED SURVEY CONTROL
 AA1690
 AA1690  NGVD 29 (09/01/92)    5.433  (m)           17.82   (f) ADJUSTED    1 2
 AA1690
 AA1690.Superseded values are not recommended for survey control.
 AA1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1690.See file dsdata.txt to determine how the superseded data were derived.
 AA1690
 AA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH621283(NAD 83)
 AA1690_MARKER: DB = BENCH MARK DISK
 AA1690_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1690_SP_SET: CONCRETE GUARD RAIL
 AA1690_STAMPING: 4213 K
 AA1690_MARK LOGO: FLDT  
 AA1690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1690
 AA1690  HISTORY     - Date     Condition        Report By
 AA1690  HISTORY     - UNK      MONUMENTED       FLDT
 AA1690  HISTORY     - 19901026 GOOD             FLDNR
 AA1690
 AA1690                          STATION DESCRIPTION
 AA1690
 AA1690'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1690'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1690'U.S. HIGHWAY 1 FOR 0.65 MI (1.05 KM) TO THE WEST END OF THE BRIDGE
 AA1690'OVER NORTH PINE CHANNEL AND THE MARK IN THE TOP OF THE SOUTHWEST
 AA1690'CONCRETE BRIDGE GUARD RAIL.  LOCATED 10.0 FT (3.0 M) NORTHEAST OF THE
 AA1690'WEST END OF THE SOUTHWEST GUARDRAIL AND 23.2 FT (7.1 M) SOUTHEAST OF
 AA1690'THE CENTERLINE OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0230 ***********************************************************************
 AA0230  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0230  DESIGNATION -  872 4213 TIDAL 1
 AA0230  PID         -  AA0230
 AA0230  STATE/COUNTY-  FL/MONROE
 AA0230  USGS QUAD   -  BIG PINE KEY (1972)
 AA0230
 AA0230                         *CURRENT SURVEY CONTROL
 AA0230  ___________________________________________________________________
 AA0230* NAD 83(1986)-  24 40 10.     (N)    081 22 19.     (W)     SCALED    
 AA0230* NAVD 88     -         1.135  (meters)       3.72   (feet)  ADJUSTED  
 AA0230  ___________________________________________________________________
 AA0230  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AA0230  DYNAMIC HT  -           1.133 (meters)       3.72  (feet)  COMP
 AA0230  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0230
 AA0230  VERT ORDER  -  FIRST     CLASS II
 AA0230
 AA0230.The horizontal coordinates were scaled from a topographic map and have
 AA0230.an estimated accuracy of +/- 6 seconds.
 AA0230
 AA0230.The orthometric height was determined by differential leveling
 AA0230.and adjusted by the National Geodetic Survey in June 1991..
 AA0230
 AA0230.This Tidal Bench Mark is designated as VM 6456
 AA0230.by the Center for Operational Oceanographic Products and Services.
 AA0230
 AA0230.The geoid height was determined by GEOID03.
 AA0230
 AA0230.The dynamic height is computed by dividing the NAVD 88
 AA0230.geopotential number by the normal gravity value computed on the
 AA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0230.degrees latitude (g = 980.6199 gals.).
 AA0230
 AA0230.The modeled gravity was interpolated from observed gravity values.
 AA0230
 AA0230;                    North         East    Units  Estimated Accuracy
 AA0230;SPC FL E     -    37,280.      162,350.      MT  (+/- 180 meters Scaled)
 AA0230
 AA0230                          SUPERSEDED SURVEY CONTROL
 AA0230
 AA0230  NGVD 29 (09/01/92)    1.556  (m)            5.11   (f) ADJUSTED    1 2
 AA0230
 AA0230.Superseded values are not recommended for survey control.
 AA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0230.See file dsdata.txt to determine how the superseded data were derived.
 AA0230
 AA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH623283(NAD 83)
 AA0230_MARKER: DJ = TIDAL STATION DISK
 AA0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0230_SP_SET: PINE CHANNEL VIADUCT
 AA0230_STAMPING: NO 1 1937
 AA0230_MARK LOGO: CGS   
 AA0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0230
 AA0230  HISTORY     - Date     Condition        Report By
 AA0230  HISTORY     - 1937     MONUMENTED       CGS
 AA0230  HISTORY     - 1966     GOOD             NGS
 AA0230  HISTORY     - 1978     GOOD             NGS
 AA0230  HISTORY     - 1982     GOOD             FLDNR
 AA0230
 AA0230                          STATION DESCRIPTION
 AA0230
 AA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0230'20.1 MI SW FROM MARATHON.
 AA0230'ABOUT 20.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0230'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE
 AA0230'SOUTH CONCRETE WING WALL AND AT THE EAST END OF THE NORTH PINE
 AA0230'CHANNEL VIADUCT (BRIDGE NO. 14A), 39.5 FEET SOUTH OF THE CENTER
 AA0230'LINE OF THE HIGHWAY, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 AA0230'HIGHWAY.
 AA0230
 AA0230                          STATION RECOVERY (1978)
 AA0230
 AA0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0230'RECOVERED IN GOOD CONDITION.
 AA0230
 AA0230                          STATION RECOVERY (1982)
 AA0230
 AA0230'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0230'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0230'A NEW BRIDGE IS UNDER CONSTRUCTION AND THE OLD BRIDGE WILL BE
 AA0230'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0228 ***********************************************************************
 AA0228  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0228  DESIGNATION -  872 4213 TIDAL 2
 AA0228  PID         -  AA0228
 AA0228  STATE/COUNTY-  FL/MONROE
 AA0228  USGS QUAD   -  BIG PINE KEY (1972)
 AA0228
 AA0228                         *CURRENT SURVEY CONTROL
 AA0228  ___________________________________________________________________
 AA0228* NAD 83(1986)-  24 40 11.     (N)    081 22 20.     (W)     SCALED    
 AA0228* NAVD 88     -         3.311  (meters)      10.86   (feet)  ADJUSTED  
 AA0228  ___________________________________________________________________
 AA0228  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0228  DYNAMIC HT  -           3.305 (meters)      10.84  (feet)  COMP
 AA0228  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0228
 AA0228  VERT ORDER  -  FIRST     CLASS II
 AA0228
 AA0228.The horizontal coordinates were scaled from a topographic map and have
 AA0228.an estimated accuracy of +/- 6 seconds.
 AA0228
 AA0228.The orthometric height was determined by differential leveling
 AA0228.and adjusted by the National Geodetic Survey in June 1991..
 AA0228
 AA0228.This Tidal Bench Mark is designated as VM 6457
 AA0228.by the Center for Operational Oceanographic Products and Services.
 AA0228
 AA0228.The geoid height was determined by GEOID03.
 AA0228
 AA0228.The dynamic height is computed by dividing the NAVD 88
 AA0228.geopotential number by the normal gravity value computed on the
 AA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0228.degrees latitude (g = 980.6199 gals.).
 AA0228
 AA0228.The modeled gravity was interpolated from observed gravity values.
 AA0228
 AA0228;                    North         East    Units  Estimated Accuracy
 AA0228;SPC FL E     -    37,310.      162,330.      MT  (+/- 180 meters Scaled)
 AA0228
 AA0228                          SUPERSEDED SURVEY CONTROL
 AA0228
 AA0228  NGVD 29 (09/01/92)    3.732  (m)           12.24   (f) ADJUSTED    1 2
 AA0228
 AA0228.Superseded values are not recommended for survey control.
 AA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0228.See file dsdata.txt to determine how the superseded data were derived.
 AA0228
 AA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH623284(NAD 83)
 AA0228_MARKER: DJ = TIDAL STATION DISK
 AA0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0228_SP_SET: CHANNEL VIADUCT
 AA0228_STAMPING: NO 2 1937
 AA0228_MARK LOGO: CGS   
 AA0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0228
 AA0228  HISTORY     - Date     Condition        Report By
 AA0228  HISTORY     - 1937     MONUMENTED       CGS
 AA0228  HISTORY     - 1966     GOOD             NGS
 AA0228  HISTORY     - 1970     GOOD             NGS
 AA0228  HISTORY     - 1978     GOOD             NGS
 AA0228  HISTORY     - 1982     GOOD             FLDNR
 AA0228
 AA0228                          STATION DESCRIPTION
 AA0228
 AA0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0228'20.1 MI SW FROM MARATHON.
 AA0228'ABOUT 20.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0228'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE NORTH
 AA0228'CONCRETE WING WALL AND AT THE EAST END OF THE NORTH PINE CHANNEL
 AA0228'VIADUCT (BRIDGE NO. 14 A), 16 FEET NORTH OF THE CENTER LINE OF
 AA0228'THE HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0228
 AA0228                          STATION RECOVERY (1970)
 AA0228
 AA0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0228'RECOVERED IN GOOD CONDITION.
 AA0228
 AA0228                          STATION RECOVERY (1978)
 AA0228
 AA0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0228'RECOVERED IN GOOD CONDITION.
 AA0228
 AA0228                          STATION RECOVERY (1982)
 AA0228
 AA0228'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0228'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0228'A NEW BRIDGE IS UNDER CONSTRUCTION AND THE OLD BRIDGE WILL BE
 AA0228'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0793 ***********************************************************************
 AA0793  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0793  DESIGNATION -  872 4215 F TIDAL
 AA0793  PID         -  AA0793
 AA0793  STATE/COUNTY-  FL/MONROE
 AA0793  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0793
 AA0793                         *CURRENT SURVEY CONTROL
 AA0793  ___________________________________________________________________
 AA0793* NAD 83(1986)-  24 40 11.     (N)    081 22 29.     (W)     SCALED    
 AA0793* NAVD 88     -         0.837  (meters)       2.75   (feet)  ADJUSTED  
 AA0793  ___________________________________________________________________
 AA0793  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0793  DYNAMIC HT  -           0.835 (meters)       2.74  (feet)  COMP
 AA0793  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0793
 AA0793  VERT ORDER  -  SECOND    CLASS I
 AA0793
 AA0793.The horizontal coordinates were scaled from a topographic map and have
 AA0793.an estimated accuracy of +/- 6 seconds.
 AA0793
 AA0793.The orthometric height was determined by differential leveling
 AA0793.and adjusted by the National Geodetic Survey in June 1991..
 AA0793
 AA0793.This Tidal Bench Mark is designated as VM 6470
 AA0793.by the Center for Operational Oceanographic Products and Services.
 AA0793
 AA0793.The geoid height was determined by GEOID03.
 AA0793
 AA0793.The dynamic height is computed by dividing the NAVD 88
 AA0793.geopotential number by the normal gravity value computed on the
 AA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0793.degrees latitude (g = 980.6199 gals.).
 AA0793
 AA0793.The modeled gravity was interpolated from observed gravity values.
 AA0793
 AA0793;                    North         East    Units  Estimated Accuracy
 AA0793;SPC FL E     -    37,310.      162,070.      MT  (+/- 180 meters Scaled)
 AA0793
 AA0793                          SUPERSEDED SURVEY CONTROL
 AA0793
 AA0793.No superseded survey control is available for this station.
 AA0793
 AA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620284(NAD 83)
 AA0793_MARKER: DJ = TIDAL STATION DISK
 AA0793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0793_SP_SET: CONCRETE SEAWALL/WALKWAY
 AA0793_STAMPING: 4215 F 1982
 AA0793_MARK LOGO: NOS   
 AA0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0793
 AA0793  HISTORY     - Date     Condition        Report By
 AA0793  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0793
 AA0793                          STATION DESCRIPTION
 AA0793
 AA0793'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0793'0.6 MI SW FROM BIG PINE.
 AA0793'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0793'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 0.6 MILE SOUTHERLY ON NEWFOUND
 AA0793'HARBOR ROAD TO THE RESIDENCE OF ROBERT WARFIELD AT 150 NEWFOUND
 AA0793'HARBOR ROAD AND THE MARK.  THE MARK BEARS 20.1 FEET NORTH-NORTHEAST
 AA0793'OF THE NORTHWEST CORNER OF THE HOUSE, 25.4 FEET NORTHWEST OF THE
 AA0793'NORTHEAST CORNER OF THE HOUSE, AND 17.5 FEET SOUTH OF THE
 AA0793'NORTHWEST CORNER OF THE BOAT RAMP SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0798 ***********************************************************************
 AA0798  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0798  DESIGNATION -  872 4215 TIDAL 1
 AA0798  PID         -  AA0798
 AA0798  STATE/COUNTY-  FL/MONROE
 AA0798  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0798
 AA0798                         *CURRENT SURVEY CONTROL
 AA0798  ___________________________________________________________________
 AA0798* NAD 83(1986)-  24 39 08.     (N)    081 22 29.     (W)     SCALED    
 AA0798* NAVD 88     -         0.776  (meters)       2.55   (feet)  ADJUSTED  
 AA0798  ___________________________________________________________________
 AA0798  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 AA0798  DYNAMIC HT  -           0.775 (meters)       2.54  (feet)  COMP
 AA0798  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0798
 AA0798  VERT ORDER  -  SECOND    CLASS I
 AA0798
 AA0798.The horizontal coordinates were scaled from a topographic map and have
 AA0798.an estimated accuracy of +/- 6 seconds.
 AA0798
 AA0798.The orthometric height was determined by differential leveling
 AA0798.and adjusted by the National Geodetic Survey in June 1991..
 AA0798
 AA0798.This Tidal Bench Mark is designated as VM 6465
 AA0798.by the Center for Operational Oceanographic Products and Services.
 AA0798
 AA0798.The geoid height was determined by GEOID03.
 AA0798
 AA0798.The dynamic height is computed by dividing the NAVD 88
 AA0798.geopotential number by the normal gravity value computed on the
 AA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0798.degrees latitude (g = 980.6199 gals.).
 AA0798
 AA0798.The modeled gravity was interpolated from observed gravity values.
 AA0798
 AA0798;                    North         East    Units  Estimated Accuracy
 AA0798;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0798
 AA0798                          SUPERSEDED SURVEY CONTROL
 AA0798
 AA0798.No superseded survey control is available for this station.
 AA0798
 AA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0798_MARKER: DJ = TIDAL STATION DISK
 AA0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0798_SP_SET: CONCRETE SEAWALL
 AA0798_STAMPING: NO 1 1974
 AA0798_MARK LOGO: NOS   
 AA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0798+STABILITY: SURFACE MOTION
 AA0798
 AA0798  HISTORY     - Date     Condition        Report By
 AA0798  HISTORY     - 1974     MONUMENTED       NOS
 AA0798  HISTORY     - 1982     GOOD             FLDNR
 AA0798
 AA0798                          STATION DESCRIPTION
 AA0798
 AA0798'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0798'1.8 MI SW FROM BIG PINE.
 AA0798'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0798'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON
 AA0798'NEWFOUND HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE
 AA0798'MARK.  THE MARK BEARS 5.6 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 AA0798'BOAT BASIN AND 35 FEET WEST OF THE TELEPHONE POLE PK-8-106.
 AA0798'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0797 ***********************************************************************
 AA0797  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0797  DESIGNATION -  872 4215 TIDAL 2
 AA0797  PID         -  AA0797
 AA0797  STATE/COUNTY-  FL/MONROE
 AA0797  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0797
 AA0797                         *CURRENT SURVEY CONTROL
 AA0797  ___________________________________________________________________
 AA0797* NAD 83(1986)-  24 39 08.     (N)    081 22 29.     (W)     SCALED    
 AA0797* NAVD 88     -         0.796  (meters)       2.61   (feet)  ADJUSTED  
 AA0797  ___________________________________________________________________
 AA0797  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 AA0797  DYNAMIC HT  -           0.795 (meters)       2.61  (feet)  COMP
 AA0797  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0797
 AA0797  VERT ORDER  -  SECOND    CLASS I
 AA0797
 AA0797.The horizontal coordinates were scaled from a topographic map and have
 AA0797.an estimated accuracy of +/- 6 seconds.
 AA0797
 AA0797.The orthometric height was determined by differential leveling
 AA0797.and adjusted by the National Geodetic Survey in June 1991..
 AA0797
 AA0797.This Tidal Bench Mark is designated as VM 6466
 AA0797.by the Center for Operational Oceanographic Products and Services.
 AA0797
 AA0797.The geoid height was determined by GEOID03.
 AA0797
 AA0797.The dynamic height is computed by dividing the NAVD 88
 AA0797.geopotential number by the normal gravity value computed on the
 AA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0797.degrees latitude (g = 980.6199 gals.).
 AA0797
 AA0797.The modeled gravity was interpolated from observed gravity values.
 AA0797
 AA0797;                    North         East    Units  Estimated Accuracy
 AA0797;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0797
 AA0797                          SUPERSEDED SURVEY CONTROL
 AA0797
 AA0797.No superseded survey control is available for this station.
 AA0797
 AA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0797_MARKER: DJ = TIDAL STATION DISK
 AA0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0797_SP_SET: CONCRETE SEAWALL
 AA0797_STAMPING: NO 2 1974
 AA0797_MARK LOGO: NOS   
 AA0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0797+STABILITY: SURFACE MOTION
 AA0797
 AA0797  HISTORY     - Date     Condition        Report By
 AA0797  HISTORY     - 1974     MONUMENTED       NOS
 AA0797  HISTORY     - 1982     GOOD             FLDNR
 AA0797
 AA0797                          STATION DESCRIPTION
 AA0797
 AA0797'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0797'1.8 MI SW FROM BIG PINE.
 AA0797'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0797'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0797'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.  THE
 AA0797'MARK BEARS 94.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT BASIN
 AA0797'AND 90.6 FEET WEST OF THE WEST CORNER OF A SMALL WOODEN BUILDING.
 AA0797'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0796 ***********************************************************************
 AA0796  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0796  DESIGNATION -  872 4215 TIDAL 3
 AA0796  PID         -  AA0796
 AA0796  STATE/COUNTY-  FL/MONROE
 AA0796  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0796
 AA0796                         *CURRENT SURVEY CONTROL
 AA0796  ___________________________________________________________________
 AA0796* NAD 83(1986)-  24 39 08.     (N)    081 22 29.     (W)     SCALED    
 AA0796* NAVD 88     -         0.800  (meters)       2.62   (feet)  ADJUSTED  
 AA0796  ___________________________________________________________________
 AA0796  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 AA0796  DYNAMIC HT  -           0.799 (meters)       2.62  (feet)  COMP
 AA0796  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0796
 AA0796  VERT ORDER  -  SECOND    CLASS I
 AA0796
 AA0796.The horizontal coordinates were scaled from a topographic map and have
 AA0796.an estimated accuracy of +/- 6 seconds.
 AA0796
 AA0796.The orthometric height was determined by differential leveling
 AA0796.and adjusted by the National Geodetic Survey in June 1991..
 AA0796
 AA0796.This Tidal Bench Mark is designated as VM 6467
 AA0796.by the Center for Operational Oceanographic Products and Services.
 AA0796
 AA0796.The geoid height was determined by GEOID03.
 AA0796
 AA0796.The dynamic height is computed by dividing the NAVD 88
 AA0796.geopotential number by the normal gravity value computed on the
 AA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0796.degrees latitude (g = 980.6199 gals.).
 AA0796
 AA0796.The modeled gravity was interpolated from observed gravity values.
 AA0796
 AA0796;                    North         East    Units  Estimated Accuracy
 AA0796;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0796
 AA0796                          SUPERSEDED SURVEY CONTROL
 AA0796
 AA0796.No superseded survey control is available for this station.
 AA0796
 AA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0796_MARKER: DJ = TIDAL STATION DISK
 AA0796_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0796+WITH SETTING: PAVEMENT
 AA0796_SP_SET: CONCRETE SLAB FOR A BOAT HOIST
 AA0796_STAMPING: NO 3 1974
 AA0796_MARK LOGO: NOS   
 AA0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0796+STABILITY: SURFACE MOTION
 AA0796
 AA0796  HISTORY     - Date     Condition        Report By
 AA0796  HISTORY     - 1974     MONUMENTED       NOS
 AA0796  HISTORY     - 1982     GOOD             FLDNR
 AA0796
 AA0796                          STATION DESCRIPTION
 AA0796
 AA0796'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0796'1.8 MI SW FROM BIG PINE.
 AA0796'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0796'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0796'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.
 AA0796'THE MARK BEARS 207.2 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT
 AA0796'BASIN, 1.3 FEET NORTH OF THE SOUTH CORNER OF THE CONCRETE SLAB, AND
 AA0796'163.4 FEET SOUTHEAST OF THE NORTHEAST END OF THE EASTERNMOST SEAWALL.
 AA0796'THE MARK IS 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0795 ***********************************************************************
 AA0795  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0795  DESIGNATION -  872 4215 TIDAL 4
 AA0795  PID         -  AA0795
 AA0795  STATE/COUNTY-  FL/MONROE
 AA0795  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0795
 AA0795                         *CURRENT SURVEY CONTROL
 AA0795  ___________________________________________________________________
 AA0795* NAD 83(1986)-  24 39 08.     (N)    081 22 29.     (W)     SCALED    
 AA0795* NAVD 88     -         0.370  (meters)       1.21   (feet)  ADJUSTED  
 AA0795  ___________________________________________________________________
 AA0795  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 AA0795  DYNAMIC HT  -           0.369 (meters)       1.21  (feet)  COMP
 AA0795  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0795
 AA0795  VERT ORDER  -  SECOND    CLASS I
 AA0795
 AA0795.The horizontal coordinates were scaled from a topographic map and have
 AA0795.an estimated accuracy of +/- 6 seconds.
 AA0795
 AA0795.The orthometric height was determined by differential leveling
 AA0795.and adjusted by the National Geodetic Survey in June 1991..
 AA0795
 AA0795.This Tidal Bench Mark is designated as VM 6468
 AA0795.by the Center for Operational Oceanographic Products and Services.
 AA0795
 AA0795.The geoid height was determined by GEOID03.
 AA0795
 AA0795.The dynamic height is computed by dividing the NAVD 88
 AA0795.geopotential number by the normal gravity value computed on the
 AA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0795.degrees latitude (g = 980.6199 gals.).
 AA0795
 AA0795.The modeled gravity was interpolated from observed gravity values.
 AA0795
 AA0795;                    North         East    Units  Estimated Accuracy
 AA0795;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0795
 AA0795                          SUPERSEDED SURVEY CONTROL
 AA0795
 AA0795.No superseded survey control is available for this station.
 AA0795
 AA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0795_MARKER: DJ = TIDAL STATION DISK
 AA0795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0795_SP_SET: CONCRETE WALKWAY
 AA0795_STAMPING: NO 4 1974
 AA0795_MARK LOGO: NOS   
 AA0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0795
 AA0795  HISTORY     - Date     Condition        Report By
 AA0795  HISTORY     - 1974     MONUMENTED       NOS
 AA0795  HISTORY     - 1982     GOOD             FLDNR
 AA0795
 AA0795                          STATION DESCRIPTION
 AA0795
 AA0795'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0795'1.8 MI SW FROM BIG PINE.
 AA0795'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0795'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0795'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.
 AA0795'THE MARK BEARS 273.9 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT
 AA0795'BASIN, 96.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE EASTERNMOST
 AA0795'SEAWALL, AND 54.1 FEET WEST OF THE NORTH CORNER OF THE TWO-STORY
 AA0795'OFFICE BUILDING.
 AA0795'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0794 ***********************************************************************
 AA0794  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0794  DESIGNATION -  872 4215 TIDAL 5
 AA0794  PID         -  AA0794
 AA0794  STATE/COUNTY-  FL/MONROE
 AA0794  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0794
 AA0794                         *CURRENT SURVEY CONTROL
 AA0794  ___________________________________________________________________
 AA0794* NAD 83(1986)-  24 39 08.     (N)    081 22 29.     (W)     SCALED    
 AA0794* NAVD 88     -         0.390  (meters)       1.28   (feet)  ADJUSTED  
 AA0794  ___________________________________________________________________
 AA0794  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 AA0794  DYNAMIC HT  -           0.390 (meters)       1.28  (feet)  COMP
 AA0794  MODELED GRAV-     978,966.3   (mgal)                       NAVD 88
 AA0794
 AA0794  VERT ORDER  -  SECOND    CLASS I
 AA0794
 AA0794.The horizontal coordinates were scaled from a topographic map and have
 AA0794.an estimated accuracy of +/- 6 seconds.
 AA0794
 AA0794.The orthometric height was determined by differential leveling
 AA0794.and adjusted by the National Geodetic Survey in June 1991..
 AA0794
 AA0794.This Tidal Bench Mark is designated as VM 6469
 AA0794.by the Center for Operational Oceanographic Products and Services.
 AA0794
 AA0794.The geoid height was determined by GEOID03.
 AA0794
 AA0794.The dynamic height is computed by dividing the NAVD 88
 AA0794.geopotential number by the normal gravity value computed on the
 AA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0794.degrees latitude (g = 980.6199 gals.).
 AA0794
 AA0794.The modeled gravity was interpolated from observed gravity values.
 AA0794
 AA0794;                    North         East    Units  Estimated Accuracy
 AA0794;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0794
 AA0794                          SUPERSEDED SURVEY CONTROL
 AA0794
 AA0794.No superseded survey control is available for this station.
 AA0794
 AA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0794_MARKER: DJ = TIDAL STATION DISK
 AA0794_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0794_SP_SET: CONCRETE WALKWAY
 AA0794_STAMPING: NO 5 1974
 AA0794_MARK LOGO: NOS   
 AA0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0794
 AA0794  HISTORY     - Date     Condition        Report By
 AA0794  HISTORY     - 1974     MONUMENTED       NOS
 AA0794  HISTORY     - 1982     GOOD             FLDNR
 AA0794
 AA0794                          STATION DESCRIPTION
 AA0794
 AA0794'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0794'1.8 MI SW FROM BIG PINE.
 AA0794'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0794'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0794'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.
 AA0794'THE MARK BEARS 60.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0794'WESTERNMOST SEAWALL FOR THE MAIN BOAT RAMP AND 40 FEET SOUTHEAST OF
 AA0794'THE SOUTHEAST EDGE OF A SMALL BOAT RAMP.
 AA0794'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1688 ***********************************************************************
 AA1688  DESIGNATION -  872 4223 G TIDAL
 AA1688  PID         -  AA1688
 AA1688  STATE/COUNTY-  FL/MONROE
 AA1688  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1688
 AA1688                         *CURRENT SURVEY CONTROL
 AA1688  ___________________________________________________________________
 AA1688* NAD 83(1986)-  24 40 00.     (N)    081 23 10.     (W)     SCALED    
 AA1688* NAVD 88     -         5.839  (meters)      19.16   (feet)  ADJUSTED  
 AA1688  ___________________________________________________________________
 AA1688  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AA1688  DYNAMIC HT  -           5.829 (meters)      19.12  (feet)  COMP
 AA1688  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA1688
 AA1688  VERT ORDER  -  FIRST     CLASS II
 AA1688
 AA1688.The horizontal coordinates were scaled from a topographic map and have
 AA1688.an estimated accuracy of +/- 6 seconds.
 AA1688
 AA1688.The orthometric height was determined by differential leveling
 AA1688.and adjusted by the National Geodetic Survey in May 1994..
 AA1688
 AA1688.The geoid height was determined by GEOID03.
 AA1688
 AA1688.The dynamic height is computed by dividing the NAVD 88
 AA1688.geopotential number by the normal gravity value computed on the
 AA1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1688.degrees latitude (g = 980.6199 gals.).
 AA1688
 AA1688.The modeled gravity was interpolated from observed gravity values.
 AA1688
 AA1688;                    North         East    Units  Estimated Accuracy
 AA1688;SPC FL E     -    36,980.      160,920.      MT  (+/- 180 meters Scaled)
 AA1688
 AA1688                          SUPERSEDED SURVEY CONTROL
 AA1688
 AA1688  NGVD 29 (09/01/92)    6.257  (m)           20.53   (f) ADJUSTED    1 2
 AA1688
 AA1688.Superseded values are not recommended for survey control.
 AA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1688.See file dsdata.txt to determine how the superseded data were derived.
 AA1688
 AA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609280(NAD 83)
 AA1688_MARKER: DD = SURVEY DISK
 AA1688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1688_SP_SET: CONCRETE GUARDRAIL
 AA1688_STAMPING: 4223 G
 AA1688_MARK LOGO: FLDT  
 AA1688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1688
 AA1688  HISTORY     - Date     Condition        Report By
 AA1688  HISTORY     - UNK      MONUMENTED       FLDT
 AA1688  HISTORY     - 19900926 GOOD             FLDNR
 AA1688
 AA1688                          STATION DESCRIPTION
 AA1688
 AA1688'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1688'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1688'U.S. HIGHWAY I FOR 1.5 MI (2.4 KM) TO THE WEST END OF THE BRIDGE
 AA1688'OVER SOUTH PINE CHANNEL, AND THE MARK ATOP THE GUARDRAIL IN THE
 AA1688'SOUTHWEST CORNER OF THE BRIDGE.  LOCATED 23.0 FT (7.0 M) SOUTH OF THE
 AA1688'CENTERLINE OF U.S. HIGHWAY 1, 10 FT (3.0 M) EAST OF THE WEST END OF
 AA1688'THE CONCRETE GUARDRAIL AND 2.8 FT (0.9 M) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1689 ***********************************************************************
 AA1689  DESIGNATION -  872 4223 H TIDAL
 AA1689  PID         -  AA1689
 AA1689  STATE/COUNTY-  FL/MONROE
 AA1689  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1689
 AA1689                         *CURRENT SURVEY CONTROL
 AA1689  ___________________________________________________________________
 AA1689* NAD 83(1986)-  24 40 02.     (N)    081 23 01.     (W)     SCALED    
 AA1689* NAVD 88     -         6.551  (meters)      21.49   (feet)  ADJUSTED  
 AA1689  ___________________________________________________________________
 AA1689  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AA1689  DYNAMIC HT  -           6.540 (meters)      21.46  (feet)  COMP
 AA1689  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA1689
 AA1689  VERT ORDER  -  FIRST     CLASS II
 AA1689
 AA1689.The horizontal coordinates were scaled from a topographic map and have
 AA1689.an estimated accuracy of +/- 6 seconds.
 AA1689
 AA1689.The orthometric height was determined by differential leveling
 AA1689.and adjusted by the National Geodetic Survey in May 1994..
 AA1689
 AA1689.The geoid height was determined by GEOID03.
 AA1689
 AA1689.The dynamic height is computed by dividing the NAVD 88
 AA1689.geopotential number by the normal gravity value computed on the
 AA1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1689.degrees latitude (g = 980.6199 gals.).
 AA1689
 AA1689.The modeled gravity was interpolated from observed gravity values.
 AA1689
 AA1689;                    North         East    Units  Estimated Accuracy
 AA1689;SPC FL E     -    37,040.      161,170.      MT  (+/- 180 meters Scaled)
 AA1689
 AA1689                          SUPERSEDED SURVEY CONTROL
 AA1689
 AA1689  NGVD 29 (09/01/92)    6.969  (m)           22.86   (f) ADJUSTED    1 2
 AA1689
 AA1689.Superseded values are not recommended for survey control.
 AA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1689.See file dsdata.txt to determine how the superseded data were derived.
 AA1689
 AA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH611281(NAD 83)
 AA1689_MARKER: DB = BENCH MARK DISK
 AA1689_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1689_SP_SET: CONCRETE GUARD RAIL
 AA1689_STAMPING: 4223 H
 AA1689_MARK LOGO: FLDT  
 AA1689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1689
 AA1689  HISTORY     - Date     Condition        Report By
 AA1689  HISTORY     - UNK      MONUMENTED       FLDT
 AA1689  HISTORY     - 19901026 GOOD             FLDNR
 AA1689
 AA1689                          STATION DESCRIPTION
 AA1689
 AA1689'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1689'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1689'U.S. HIGHWAY 1 FOR 1.35 MI (2.17 KM) TO THE EAST END OF THE BRIDGE
 AA1689'OVER SOUTH PINE CHANNEL AND THE MARK, ON TOP OF THE GUARDRAIL IN THE
 AA1689'NORTHEAST CORNER OF THE BRIDGE.  LOCATED 23.5 FT (7.2 M) NORTH OF THE
 AA1689'CENTERLINE OF U.S. HIGHWAY 1, 10 FT (3.0 M) WEST OF THE NORTHEAST
 AA1689'END OF THE BRIDGE GUARDRAIL AND 0.85 FT (0.26 M) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0699 ***********************************************************************
 AA0699  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0699  DESIGNATION -  872 4223 TIDAL 1
 AA0699  PID         -  AA0699
 AA0699  STATE/COUNTY-  FL/MONROE
 AA0699  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0699
 AA0699                         *CURRENT SURVEY CONTROL
 AA0699  ___________________________________________________________________
 AA0699* NAD 83(1986)-  24 39 56.     (N)    081 23 11.     (W)     SCALED    
 AA0699* NAVD 88     -         0.468  (meters)       1.54   (feet)  ADJUSTED  
 AA0699  ___________________________________________________________________
 AA0699  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AA0699  DYNAMIC HT  -           0.467 (meters)       1.53  (feet)  COMP
 AA0699  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0699
 AA0699  VERT ORDER  -  SECOND    CLASS I
 AA0699
 AA0699.The horizontal coordinates were scaled from a topographic map and have
 AA0699.an estimated accuracy of +/- 6 seconds.
 AA0699
 AA0699.The orthometric height was determined by differential leveling
 AA0699.and adjusted by the National Geodetic Survey in June 1991..
 AA0699
 AA0699.This Tidal Bench Mark is designated as VM 6476
 AA0699.by the Center for Operational Oceanographic Products and Services.
 AA0699
 AA0699.This Tidal Bench Mark is designated as VM 15996
 AA0699.by the Center for Operational Oceanographic Products and Services.
 AA0699
 AA0699.The geoid height was determined by GEOID03.
 AA0699
 AA0699.The dynamic height is computed by dividing the NAVD 88
 AA0699.geopotential number by the normal gravity value computed on the
 AA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0699.degrees latitude (g = 980.6199 gals.).
 AA0699
 AA0699.The modeled gravity was interpolated from observed gravity values.
 AA0699
 AA0699;                    North         East    Units  Estimated Accuracy
 AA0699;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0699
 AA0699                          SUPERSEDED SURVEY CONTROL
 AA0699
 AA0699.No superseded survey control is available for this station.
 AA0699
 AA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0699_MARKER: DJ = TIDAL STATION DISK
 AA0699_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0699+WITH SETTING: PAVEMENT
 AA0699_SP_SET: CONCRETE STEP
 AA0699_STAMPING: NO 1 1974
 AA0699_MARK LOGO: NOS   
 AA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0699+STABILITY: SURFACE MOTION
 AA0699
 AA0699  HISTORY     - Date     Condition        Report By
 AA0699  HISTORY     - 1974     MONUMENTED       NOS
 AA0699  HISTORY     - 1982     GOOD             FLDNR
 AA0699
 AA0699                          STATION DESCRIPTION
 AA0699
 AA0699'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0699'1.6 MI WEST FROM BIG PINE.
 AA0699'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0699'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0699'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0699'MARK IS SET IN THE STEP ON THE SOUTH SIDE OF A REFRIGERATED STORAGE
 AA0699'BUILDING, 2.6 FEET NORTH OF THE NORTH SEAWALL OF THE BOAT BASIN,
 AA0699'AND EAST OF THE WEST END OF THE BOAT RAMP.
 AA0699'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0698 ***********************************************************************
 AA0698  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0698  DESIGNATION -  872 4223 TIDAL 2
 AA0698  PID         -  AA0698
 AA0698  STATE/COUNTY-  FL/MONROE
 AA0698  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0698
 AA0698                         *CURRENT SURVEY CONTROL
 AA0698  ___________________________________________________________________
 AA0698* NAD 83(1986)-  24 39 56.     (N)    081 23 11.     (W)     SCALED    
 AA0698* NAVD 88     -         0.367  (meters)       1.20   (feet)  ADJUSTED  
 AA0698  ___________________________________________________________________
 AA0698  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AA0698  DYNAMIC HT  -           0.366 (meters)       1.20  (feet)  COMP
 AA0698  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0698
 AA0698  VERT ORDER  -  SECOND    CLASS I
 AA0698
 AA0698.The horizontal coordinates were scaled from a topographic map and have
 AA0698.an estimated accuracy of +/- 6 seconds.
 AA0698
 AA0698.The orthometric height was determined by differential leveling
 AA0698.and adjusted by the National Geodetic Survey in June 1991..
 AA0698
 AA0698.This Tidal Bench Mark is designated as VM 6473
 AA0698.by the Center for Operational Oceanographic Products and Services.
 AA0698
 AA0698.This Tidal Bench Mark is designated as VM 6477
 AA0698.by the Center for Operational Oceanographic Products and Services.
 AA0698
 AA0698.The geoid height was determined by GEOID03.
 AA0698
 AA0698.The dynamic height is computed by dividing the NAVD 88
 AA0698.geopotential number by the normal gravity value computed on the
 AA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0698.degrees latitude (g = 980.6199 gals.).
 AA0698
 AA0698.The modeled gravity was interpolated from observed gravity values.
 AA0698
 AA0698;                    North         East    Units  Estimated Accuracy
 AA0698;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0698
 AA0698                          SUPERSEDED SURVEY CONTROL
 AA0698
 AA0698.No superseded survey control is available for this station.
 AA0698
 AA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0698_MARKER: DJ = TIDAL STATION DISK
 AA0698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0698_SP_SET: CONCRETE SIDEWALK
 AA0698_STAMPING: NO 2 1974
 AA0698_MARK LOGO: NOS   
 AA0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0698
 AA0698  HISTORY     - Date     Condition        Report By
 AA0698  HISTORY     - 1974     MONUMENTED       NOS
 AA0698  HISTORY     - 1982     GOOD             FLDNR
 AA0698
 AA0698                          STATION DESCRIPTION
 AA0698
 AA0698'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0698'1.6 MI WEST FROM BIG PINE.
 AA0698'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0698'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0698'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0698'MARK IS SET IN THE SIDEWALK ON THE WEST SIDE OF A REFRIGERATED
 AA0698'STORAGE BUILDING ON THE NORTH SIDE OF THE BOAT BASIN, 16.7 FEET
 AA0698'NORTH OF THE NORTH WALL OF THE BOAT BASIN.
 AA0698'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0700 ***********************************************************************
 AA0700  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0700  DESIGNATION -  872 4223 TIDAL 3
 AA0700  PID         -  AA0700
 AA0700  STATE/COUNTY-  FL/MONROE
 AA0700  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0700
 AA0700                         *CURRENT SURVEY CONTROL
 AA0700  ___________________________________________________________________
 AA0700* NAD 83(1986)-  24 39 56.     (N)    081 23 11.     (W)     SCALED    
 AA0700* NAVD 88     -         0.634  (meters)       2.08   (feet)  ADJUSTED  
 AA0700  ___________________________________________________________________
 AA0700  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AA0700  DYNAMIC HT  -           0.633 (meters)       2.08  (feet)  COMP
 AA0700  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0700
 AA0700  VERT ORDER  -  SECOND    CLASS I
 AA0700
 AA0700.The horizontal coordinates were scaled from a topographic map and have
 AA0700.an estimated accuracy of +/- 6 seconds.
 AA0700
 AA0700.The orthometric height was determined by differential leveling
 AA0700.and adjusted by the National Geodetic Survey in June 1991..
 AA0700
 AA0700.This Tidal Bench Mark is designated as VM 6474
 AA0700.by the Center for Operational Oceanographic Products and Services.
 AA0700
 AA0700.This Tidal Bench Mark is designated as VM 6478
 AA0700.by the Center for Operational Oceanographic Products and Services.
 AA0700
 AA0700.The geoid height was determined by GEOID03.
 AA0700
 AA0700.The dynamic height is computed by dividing the NAVD 88
 AA0700.geopotential number by the normal gravity value computed on the
 AA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0700.degrees latitude (g = 980.6199 gals.).
 AA0700
 AA0700.The modeled gravity was interpolated from observed gravity values.
 AA0700
 AA0700;                    North         East    Units  Estimated Accuracy
 AA0700;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0700
 AA0700                          SUPERSEDED SURVEY CONTROL
 AA0700
 AA0700.No superseded survey control is available for this station.
 AA0700
 AA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0700_MARKER: DJ = TIDAL STATION DISK
 AA0700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0700_SP_SET: CONCRETE SEAWALL
 AA0700_STAMPING: NO 3 1974
 AA0700_MARK LOGO: NOS   
 AA0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0700+STABILITY: SURFACE MOTION
 AA0700
 AA0700  HISTORY     - Date     Condition        Report By
 AA0700  HISTORY     - 1974     MONUMENTED       NOS
 AA0700  HISTORY     - 1982     GOOD             FLDNR
 AA0700
 AA0700                          STATION DESCRIPTION
 AA0700
 AA0700'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0700'1.6 MI WEST FROM BIG PINE.
 AA0700'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0700'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0700'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0700'MARK IS SET IN THE SOUTH SEAWALL OF THE BOAT BASIN, AND IS 27.6
 AA0700'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RYAN HOUSE.
 AA0700'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0701 ***********************************************************************
 AA0701  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0701  DESIGNATION -  872 4223 TIDAL 5
 AA0701  PID         -  AA0701
 AA0701  STATE/COUNTY-  FL/MONROE
 AA0701  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0701
 AA0701                         *CURRENT SURVEY CONTROL
 AA0701  ___________________________________________________________________
 AA0701* NAD 83(1986)-  24 39 56.     (N)    081 23 11.     (W)     SCALED    
 AA0701* NAVD 88     -         0.656  (meters)       2.15   (feet)  ADJUSTED  
 AA0701  ___________________________________________________________________
 AA0701  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AA0701  DYNAMIC HT  -           0.654 (meters)       2.15  (feet)  COMP
 AA0701  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0701
 AA0701  VERT ORDER  -  SECOND    CLASS I
 AA0701
 AA0701.The horizontal coordinates were scaled from a topographic map and have
 AA0701.an estimated accuracy of +/- 6 seconds.
 AA0701
 AA0701.The orthometric height was determined by differential leveling
 AA0701.and adjusted by the National Geodetic Survey in June 1991..
 AA0701
 AA0701.This Tidal Bench Mark is designated as VM 6475
 AA0701.by the Center for Operational Oceanographic Products and Services.
 AA0701
 AA0701.This Tidal Bench Mark is designated as VM 6479
 AA0701.by the Center for Operational Oceanographic Products and Services.
 AA0701
 AA0701.The geoid height was determined by GEOID03.
 AA0701
 AA0701.The dynamic height is computed by dividing the NAVD 88
 AA0701.geopotential number by the normal gravity value computed on the
 AA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0701.degrees latitude (g = 980.6199 gals.).
 AA0701
 AA0701.The modeled gravity was interpolated from observed gravity values.
 AA0701
 AA0701;                    North         East    Units  Estimated Accuracy
 AA0701;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0701
 AA0701                          SUPERSEDED SURVEY CONTROL
 AA0701
 AA0701.No superseded survey control is available for this station.
 AA0701
 AA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0701_MARKER: DJ = TIDAL STATION DISK
 AA0701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0701_SP_SET: CONCRETE SEAWALL
 AA0701_STAMPING: NO 5 1974
 AA0701_MARK LOGO: NOS   
 AA0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0701+STABILITY: SURFACE MOTION
 AA0701
 AA0701  HISTORY     - Date     Condition        Report By
 AA0701  HISTORY     - 1974     MONUMENTED       NOS
 AA0701  HISTORY     - 1982     GOOD             FLDNR
 AA0701
 AA0701                          STATION DESCRIPTION
 AA0701
 AA0701'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0701'1.6 MI WEST FROM BIG PINE.
 AA0701'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0701'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0701'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0701'MARK IS SET IN THE SOUTH SEAWALL OF THE BOAT BASIN AT THE
 AA0701'SOUTHEAST CORNER OF THE BASIN ENTRANCE AND 36.7 FEET NORTHEAST
 AA0701'OF THE NORTHEAST CORNER OF THE RYAN HOUSE.
 AA0701'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0908 ***********************************************************************
 AA0908  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0908  DESIGNATION -  872 4227 D TIDAL
 AA0908  PID         -  AA0908
 AA0908  STATE/COUNTY-  FL/MONROE
 AA0908  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0908
 AA0908                         *CURRENT SURVEY CONTROL
 AA0908  ___________________________________________________________________
 AA0908* NAD 83(1986)-  24 41 26.     (N)    081 22 59.     (W)     SCALED    
 AA0908* NAVD 88     -         0.353  (meters)       1.16   (feet)  ADJUSTED  
 AA0908  ___________________________________________________________________
 AA0908  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 AA0908  DYNAMIC HT  -           0.353 (meters)       1.16  (feet)  COMP
 AA0908  MODELED GRAV-     978,969.7   (mgal)                       NAVD 88
 AA0908
 AA0908  VERT ORDER  -  SECOND    CLASS I
 AA0908
 AA0908.The horizontal coordinates were scaled from a topographic map and have
 AA0908.an estimated accuracy of +/- 6 seconds.
 AA0908
 AA0908.The orthometric height was determined by differential leveling
 AA0908.and adjusted by the National Geodetic Survey in June 1991..
 AA0908
 AA0908.This Tidal Bench Mark is designated as VM 6785
 AA0908.by the Center for Operational Oceanographic Products and Services.
 AA0908
 AA0908.The geoid height was determined by GEOID03.
 AA0908
 AA0908.The dynamic height is computed by dividing the NAVD 88
 AA0908.geopotential number by the normal gravity value computed on the
 AA0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0908.degrees latitude (g = 980.6199 gals.).
 AA0908
 AA0908.The modeled gravity was interpolated from observed gravity values.
 AA0908
 AA0908;                    North         East    Units  Estimated Accuracy
 AA0908;SPC FL E     -    39,620.      161,240.      MT  (+/- 180 meters Scaled)
 AA0908
 AA0908                          SUPERSEDED SURVEY CONTROL
 AA0908
 AA0908.No superseded survey control is available for this station.
 AA0908
 AA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH612307(NAD 83)
 AA0908_MARKER: DJ = TIDAL STATION DISK
 AA0908_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0908_SP_SET: CONCRETE FOUNDATION FOR HOIST
 AA0908_STAMPING: 4227 D 1982
 AA0908_MARK LOGO: NOS   
 AA0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0908+STABILITY: SURFACE MOTION
 AA0908
 AA0908  HISTORY     - Date     Condition        Report By
 AA0908  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0908
 AA0908                          STATION DESCRIPTION
 AA0908
 AA0908'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0908'2.3 MI NW FROM BIG PINE.
 AA0908'BEGIN AT THE JUNCTION OF COUNTY ROAD C-940 (KEY DEER BOULEVARD)
 AA0908'WITH U.S. HIGHWAY 1, IN BIG PINE, GO 1.7 MILES NORTHWEST ON C-940
 AA0908'TO THE INTERSECTION OF WATSON BOULEVARD, GO 0.7 MILE WEST ON
 AA0908'WATSON BOULEVARD TO THE OFFICE FOR THE KEY DEER NATIONAL WILDLIFE
 AA0908'REFUGE AND THE MARK.  THE MARK BEARS 66.8 FEET SOUTHWEST OF THE
 AA0908'SOUTHWEST CORNER OF THE GARAGE, 8.1 FEET WEWT OF THE CENTERLINE
 AA0908'OF THE BOAT RAMP, 29.4 FEET SOUTHEAST OF A LIGHT POLE, AND 0.7
 AA0908'FOOT EAST OF THE SOUTHERNMOST BOAT HOIST.
 AA0908'THE MARK IS 2 FT ABOVE BOAT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0705 ***********************************************************************
 AA0705  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0705  DESIGNATION -  872 4232 E TIDAL
 AA0705  PID         -  AA0705
 AA0705  STATE/COUNTY-  FL/MONROE
 AA0705  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0705
 AA0705                         *CURRENT SURVEY CONTROL
 AA0705  ___________________________________________________________________
 AA0705* NAD 83(1986)-  24 39 56.     (N)    081 23 44.     (W)     SCALED    
 AA0705* NAVD 88     -         4.439  (meters)      14.56   (feet)  ADJUSTED  
 AA0705  ___________________________________________________________________
 AA0705  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0705  DYNAMIC HT  -           4.431 (meters)      14.54  (feet)  COMP
 AA0705  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0705
 AA0705  VERT ORDER  -  SECOND    CLASS I
 AA0705
 AA0705.The horizontal coordinates were scaled from a topographic map and have
 AA0705.an estimated accuracy of +/- 6 seconds.
 AA0705
 AA0705.The orthometric height was determined by differential leveling
 AA0705.and adjusted by the National Geodetic Survey in June 1991..
 AA0705
 AA0705.This Tidal Bench Mark is designated as VM 6834
 AA0705.by the Center for Operational Oceanographic Products and Services.
 AA0705
 AA0705.The geoid height was determined by GEOID03.
 AA0705
 AA0705.The dynamic height is computed by dividing the NAVD 88
 AA0705.geopotential number by the normal gravity value computed on the
 AA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0705.degrees latitude (g = 980.6199 gals.).
 AA0705
 AA0705.The modeled gravity was interpolated from observed gravity values.
 AA0705
 AA0705;                    North         East    Units  Estimated Accuracy
 AA0705;SPC FL E     -    36,850.      159,960.      MT  (+/- 180 meters Scaled)
 AA0705
 AA0705                          SUPERSEDED SURVEY CONTROL
 AA0705
 AA0705.No superseded survey control is available for this station.
 AA0705
 AA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH599279(NAD 83)
 AA0705_MARKER: DJ = TIDAL STATION DISK
 AA0705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0705_SP_SET: CONCRETE GUARDRAIL
 AA0705_STAMPING: 4232 E 1982
 AA0705_MARK LOGO: NOS   
 AA0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0705+STABILITY: SURFACE MOTION
 AA0705
 AA0705  HISTORY     - Date     Condition        Report By
 AA0705  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0705
 AA0705                          STATION DESCRIPTION
 AA0705
 AA0705'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0705'21.6 MI SW FROM MARATHON.
 AA0705'BEGIN AT THE POST OFFICE ON BIG PINE KEY, GO 2.0 MILES WEST ALONG
 AA0705'U.S. HIGHWAY 1 TO THE TORCH CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0705'IN THE TOP OF THE CONCRETE GUARDRAIL ON THE NORTHEAST END OF THE
 AA0705'BRIDGE.  THE MARK BEARS 21.0 FEET NORTH OF THE CENTERLINE OF THE
 AA0705'BRIDGE, 8.7 FEET EAST OF A BRIDGE ABUTMENT, AND 0.7 FOOT WEST OF THE
 AA0705'NORTHEAST END OF THE GUARDRAIL.
 AA0705'THE MARK IS 2.85 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0707 ***********************************************************************
 AA0707  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0707  DESIGNATION -  872 4232 F TIDAL
 AA0707  PID         -  AA0707
 AA0707  STATE/COUNTY-  FL/MONROE
 AA0707  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0707
 AA0707                         *CURRENT SURVEY CONTROL
 AA0707  ___________________________________________________________________
 AA0707* NAD 83(1986)-  24 39 56.     (N)    081 23 44.     (W)     SCALED    
 AA0707* NAVD 88     -         4.461  (meters)      14.64   (feet)  ADJUSTED  
 AA0707  ___________________________________________________________________
 AA0707  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0707  DYNAMIC HT  -           4.454 (meters)      14.61  (feet)  COMP
 AA0707  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0707
 AA0707  VERT ORDER  -  SECOND    CLASS I
 AA0707
 AA0707.The horizontal coordinates were scaled from a topographic map and have
 AA0707.an estimated accuracy of +/- 6 seconds.
 AA0707
 AA0707.The orthometric height was determined by differential leveling
 AA0707.and adjusted by the National Geodetic Survey in June 1991..
 AA0707
 AA0707.This Tidal Bench Mark is designated as VM 6835
 AA0707.by the Center for Operational Oceanographic Products and Services.
 AA0707
 AA0707.The geoid height was determined by GEOID03.
 AA0707
 AA0707.The dynamic height is computed by dividing the NAVD 88
 AA0707.geopotential number by the normal gravity value computed on the
 AA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0707.degrees latitude (g = 980.6199 gals.).
 AA0707
 AA0707.The modeled gravity was interpolated from observed gravity values.
 AA0707
 AA0707;                    North         East    Units  Estimated Accuracy
 AA0707;SPC FL E     -    36,850.      159,960.      MT  (+/- 180 meters Scaled)
 AA0707
 AA0707                          SUPERSEDED SURVEY CONTROL
 AA0707
 AA0707.No superseded survey control is available for this station.
 AA0707
 AA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH599279(NAD 83)
 AA0707_MARKER: DJ = TIDAL STATION DISK
 AA0707_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0707_SP_SET: BRIDGE GUARDRAIL
 AA0707_STAMPING: 4232 F 1982
 AA0707_MARK LOGO: NOS   
 AA0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0707
 AA0707  HISTORY     - Date     Condition        Report By
 AA0707  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0707  HISTORY     - 19871231 GOOD             FLDNR
 AA0707
 AA0707                          STATION DESCRIPTION
 AA0707
 AA0707'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0707'21.6 MI SW FROM MARATHON.
 AA0707'BEGIN AT THE POST OFFICE ON BIG PINE KEY, GO 2.0 MILES WEST ALONG
 AA0707'U.S. HIGHWAY 1 TO THE TORCH CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0707'IN THE TOP OF THE CONCRETE GUARDRAIL ON THE NORTHWEST END OF THE
 AA0707'BRIDGE.  THE MARK BEARS 21.2 FEET NORTH OF THE CENTERLINE OF THE
 AA0707'BRIDGE, 5.8 FEET EAST OF THE NORTHWEST END OF THE RAIL, AND 22.6
 AA0707'FEET WEST OF A GREEN WIRE FENCE GUARD FOR A WATER PIPE.
 AA0707'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0707
 AA0707                          STATION RECOVERY (1987)
 AA0707
 AA0707'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AA0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0706 ***********************************************************************
 AA0706  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0706  DESIGNATION -  872 4232 G TIDAL
 AA0706  PID         -  AA0706
 AA0706  STATE/COUNTY-  FL/MONROE
 AA0706  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0706
 AA0706                         *CURRENT SURVEY CONTROL
 AA0706  ___________________________________________________________________
 AA0706* NAD 83(1986)-  24 39 56.     (N)    081 23 44.     (W)     SCALED    
 AA0706* NAVD 88     -         3.648  (meters)      11.97   (feet)  ADJUSTED  
 AA0706  ___________________________________________________________________
 AA0706  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0706  DYNAMIC HT  -           3.642 (meters)      11.95  (feet)  COMP
 AA0706  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0706
 AA0706  VERT ORDER  -  FIRST     CLASS II
 AA0706
 AA0706.The horizontal coordinates were scaled from a topographic map and have
 AA0706.an estimated accuracy of +/- 6 seconds.
 AA0706
 AA0706.The orthometric height was determined by differential leveling
 AA0706.and adjusted by the National Geodetic Survey in June 1991..
 AA0706
 AA0706.This Tidal Bench Mark is designated as VM 6836
 AA0706.by the Center for Operational Oceanographic Products and Services.
 AA0706
 AA0706.The geoid height was determined by GEOID03.
 AA0706
 AA0706.The dynamic height is computed by dividing the NAVD 88
 AA0706.geopotential number by the normal gravity value computed on the
 AA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0706.degrees latitude (g = 980.6199 gals.).
 AA0706
 AA0706.The modeled gravity was interpolated from observed gravity values.
 AA0706
 AA0706;                    North         East    Units  Estimated Accuracy
 AA0706;SPC FL E     -    36,850.      159,960.      MT  (+/- 180 meters Scaled)
 AA0706
 AA0706                          SUPERSEDED SURVEY CONTROL
 AA0706
 AA0706  NGVD 29 (09/01/92)    4.064  (m)           13.33   (f) ADJUSTED    1 2
 AA0706
 AA0706.Superseded values are not recommended for survey control.
 AA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0706.See file dsdata.txt to determine how the superseded data were derived.
 AA0706
 AA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH599279(NAD 83)
 AA0706_MARKER: DJ = TIDAL STATION DISK
 AA0706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0706_SP_SET: RETAINING WALL
 AA0706_STAMPING: 4232 G 1982
 AA0706_MARK LOGO: NOS   
 AA0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0706+STABILITY: SURFACE MOTION
 AA0706
 AA0706  HISTORY     - Date     Condition        Report By
 AA0706  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0706  HISTORY     - 19900926 GOOD             FLDNR
 AA0706
 AA0706                          STATION DESCRIPTION
 AA0706
 AA0706'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0706'21.6 MI SW FROM MARATHON.
 AA0706'BEGIN AT THE POST OFFICE ON BIG PINE KEY, GO 2.0 MILES WEST ALONG
 AA0706'U.S. HIGHWAY 1 TO THE TORCH CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0706'IN THE TOP OF THE CONCRETE WINGWALL ON THE NORTHWEST END OF THE
 AA0706'BRIDGE.  THE MARK BEARS 22.6 FEET NORTH OF THE CENTERLINE OF THE
 AA0706'BRIDGE, 19.0 FEET WEST OF A GREEN WIRE FENCE GUARD FOR A WATER PIPE,
 AA0706'0.8 FOOT NORTH OF THE NORTH SIDE OF THE CONCRETE GUARDRAIL,
 AA0706'AND 4.0 FEET EAST-NORTHEAST OF BENCH MARK 4232 F 1982.
 AA0706'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0706
 AA0706                          STATION RECOVERY (1990)
 AA0706
 AA0706'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1687 ***********************************************************************
 AA1687  DESIGNATION -  872 4232 K TIDAL
 AA1687  PID         -  AA1687
 AA1687  STATE/COUNTY-  FL/MONROE
 AA1687  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1687
 AA1687                         *CURRENT SURVEY CONTROL
 AA1687  ___________________________________________________________________
 AA1687* NAD 83(1986)-  24 39 53.     (N)    081 23 42.     (W)     SCALED    
 AA1687* NAVD 88     -         4.473  (meters)      14.68   (feet)  ADJUSTED  
 AA1687  ___________________________________________________________________
 AA1687  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA1687  DYNAMIC HT  -           4.465 (meters)      14.65  (feet)  COMP
 AA1687  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA1687
 AA1687  VERT ORDER  -  FIRST     CLASS II
 AA1687
 AA1687.The horizontal coordinates were scaled from a topographic map and have
 AA1687.an estimated accuracy of +/- 6 seconds.
 AA1687
 AA1687.The orthometric height was determined by differential leveling
 AA1687.and adjusted by the National Geodetic Survey in May 1994..
 AA1687
 AA1687.The geoid height was determined by GEOID03.
 AA1687
 AA1687.The dynamic height is computed by dividing the NAVD 88
 AA1687.geopotential number by the normal gravity value computed on the
 AA1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1687.degrees latitude (g = 980.6199 gals.).
 AA1687
 AA1687.The modeled gravity was interpolated from observed gravity values.
 AA1687
 AA1687;                    North         East    Units  Estimated Accuracy
 AA1687;SPC FL E     -    36,760.      160,020.      MT  (+/- 180 meters Scaled)
 AA1687
 AA1687                          SUPERSEDED SURVEY CONTROL
 AA1687
 AA1687  NGVD 29 (09/01/92)    4.889  (m)           16.04   (f) ADJUSTED    1 2
 AA1687
 AA1687.Superseded values are not recommended for survey control.
 AA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1687.See file dsdata.txt to determine how the superseded data were derived.
 AA1687
 AA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600278(NAD 83)
 AA1687_MARKER: DD = SURVEY DISK
 AA1687_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1687_SP_SET: CONCRETE GUARDRAIL
 AA1687_STAMPING: 4232 K
 AA1687_MARK LOGO: FLDT  
 AA1687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1687
 AA1687  HISTORY     - Date     Condition        Report By
 AA1687  HISTORY     - UNK      MONUMENTED       FLDT
 AA1687  HISTORY     - 19900926 GOOD             FLDNR
 AA1687
 AA1687                          STATION DESCRIPTION
 AA1687
 AA1687'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1687'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1687'U.S. HIGHWAY 1 FOR 2.0 MI (3.2 KM) TO THE EAST END OF THE BRIDGE
 AA1687'OVER TORCH CHANNEL AND THE MARK ON TOP OF THE SOUTHEAST CONCRETE
 AA1687'BRIDGE GUARDRAIL.  LOCATED 0.9 FT (0.3 M) SOUTHWEST OF THE EAST END
 AA1687'OF THE SOUTHEAST GUARDRAIL, 23.4 FT (7.1 M) SOUTHEAST OF THE
 AA1687'CENTERLINE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1686 ***********************************************************************
 AA1686  DESIGNATION -  872 4232 L TIDAL
 AA1686  PID         -  AA1686
 AA1686  STATE/COUNTY-  FL/MONROE
 AA1686  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1686
 AA1686                         *CURRENT SURVEY CONTROL
 AA1686  ___________________________________________________________________
 AA1686* NAD 83(1986)-  24 39 51.     (N)    081 23 50.     (W)     SCALED    
 AA1686* NAVD 88     -         4.487  (meters)      14.72   (feet)  ADJUSTED  
 AA1686  ___________________________________________________________________
 AA1686  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA1686  DYNAMIC HT  -           4.479 (meters)      14.69  (feet)  COMP
 AA1686  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA1686
 AA1686  VERT ORDER  -  FIRST     CLASS II
 AA1686
 AA1686.The horizontal coordinates were scaled from a topographic map and have
 AA1686.an estimated accuracy of +/- 6 seconds.
 AA1686
 AA1686.The orthometric height was determined by differential leveling
 AA1686.and adjusted by the National Geodetic Survey in May 1994..
 AA1686
 AA1686.The geoid height was determined by GEOID03.
 AA1686
 AA1686.The dynamic height is computed by dividing the NAVD 88
 AA1686.geopotential number by the normal gravity value computed on the
 AA1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1686.degrees latitude (g = 980.6199 gals.).
 AA1686
 AA1686.The modeled gravity was interpolated from observed gravity values.
 AA1686
 AA1686;                    North         East    Units  Estimated Accuracy
 AA1686;SPC FL E     -    36,700.      159,790.      MT  (+/- 180 meters Scaled)
 AA1686
 AA1686                          SUPERSEDED SURVEY CONTROL
 AA1686
 AA1686  NGVD 29 (09/01/92)    4.903  (m)           16.09   (f) ADJUSTED    1 2
 AA1686
 AA1686.Superseded values are not recommended for survey control.
 AA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1686.See file dsdata.txt to determine how the superseded data were derived.
 AA1686
 AA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH598278(NAD 83)
 AA1686_MARKER: DB = BENCH MARK DISK
 AA1686_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1686_SP_SET: CONCRETE GUARDRAIL
 AA1686_STAMPING: 4232 L
 AA1686_MARK LOGO: FLDT  
 AA1686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1686
 AA1686  HISTORY     - Date     Condition        Report By
 AA1686  HISTORY     - UNK      MONUMENTED       FLDT
 AA1686  HISTORY     - 19900926 GOOD             FLDNR
 AA1686
 AA1686                          STATION DESCRIPTION
 AA1686
 AA1686'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1686'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1686'U.S. HIGHWAY 1 FOR 2.15 MI (3.46 KM) TO THE WEST END OF THE BRIDGE
 AA1686'OVER TORCH CHANNEL AND THE MARK IN THE TOP OF THE SOUTHWEST CONCRETE
 AA1686'BRIDGE GUARDRAIL.  LOCATED 6.1 FT (1.9 M) NORTHEAST OF THE WEST END
 AA1686'OF THE SOUTHWEST GUARDRAIL, 23.1 FT (7.0 M) SOUTHEAST OF THE
 AA1686'CENTERLINE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0704 ***********************************************************************
 AA0704  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0704  DESIGNATION -  872 4232 TIDAL 1
 AA0704  PID         -  AA0704
 AA0704  STATE/COUNTY-  FL/MONROE
 AA0704  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0704
 AA0704                         *CURRENT SURVEY CONTROL
 AA0704  ___________________________________________________________________
 AA0704* NAD 83(1986)-  24 39 56.     (N)    081 23 41.     (W)     SCALED    
 AA0704* NAVD 88     -         2.386  (meters)       7.83   (feet)  ADJUSTED  
 AA0704  ___________________________________________________________________
 AA0704  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0704  DYNAMIC HT  -           2.382 (meters)       7.81  (feet)  COMP
 AA0704  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0704
 AA0704  VERT ORDER  -  SECOND    CLASS I
 AA0704
 AA0704.The horizontal coordinates were scaled from a topographic map and have
 AA0704.an estimated accuracy of +/- 6 seconds.
 AA0704
 AA0704.The orthometric height was determined by differential leveling
 AA0704.and adjusted by the National Geodetic Survey in June 1991..
 AA0704
 AA0704.This Tidal Bench Mark is designated as VM 6831
 AA0704.by the Center for Operational Oceanographic Products and Services.
 AA0704
 AA0704.The geoid height was determined by GEOID03.
 AA0704
 AA0704.The dynamic height is computed by dividing the NAVD 88
 AA0704.geopotential number by the normal gravity value computed on the
 AA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0704.degrees latitude (g = 980.6199 gals.).
 AA0704
 AA0704.The modeled gravity was interpolated from observed gravity values.
 AA0704
 AA0704;                    North         East    Units  Estimated Accuracy
 AA0704;SPC FL E     -    36,850.      160,050.      MT  (+/- 180 meters Scaled)
 AA0704
 AA0704                          SUPERSEDED SURVEY CONTROL
 AA0704
 AA0704.No superseded survey control is available for this station.
 AA0704
 AA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600279(NAD 83)
 AA0704_MARKER: DJ = TIDAL STATION DISK
 AA0704_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0704_SP_SET: CONCRETE WINGWALL
 AA0704_STAMPING: NO 1 1975
 AA0704_MARK LOGO: NOS   
 AA0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0704+STABILITY: SURFACE MOTION
 AA0704
 AA0704  HISTORY     - Date     Condition        Report By
 AA0704  HISTORY     - 1975     MONUMENTED       NOS
 AA0704  HISTORY     - 1982     GOOD             FLDNR
 AA0704
 AA0704                          STATION DESCRIPTION
 AA0704
 AA0704'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0704'2 MI WEST FROM BIG PINE.
 AA0704'BEGIN AT THE POST OFFICE IN BIG PINE, GO 2.0 MILES WEST ON U.S.
 AA0704'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER TORCH CHANNEL AND THE
 AA0704'MARK.  THE MARK IS SET IN THE WINGWALL 17.5 FEET NORTHWEST OF THE
 AA0704'CENTERLINE OF THE BRIDGE, 15.5 FEET WEST OF THE NORTHEAST END OF
 AA0704'THE GUARDRAIL, AND 5 FEET NORTH OF THE BRIDGE.
 AA0704'THE MARK IS 2 FT BELOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0702 ***********************************************************************
 AA0702  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0702  DESIGNATION -  872 4232 TIDAL 2
 AA0702  PID         -  AA0702
 AA0702  STATE/COUNTY-  FL/MONROE
 AA0702  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0702
 AA0702                         *CURRENT SURVEY CONTROL
 AA0702  ___________________________________________________________________
 AA0702* NAD 83(1986)-  24 39 56.     (N)    081 23 41.     (W)     SCALED    
 AA0702* NAVD 88     -         1.349  (meters)       4.43   (feet)  ADJUSTED  
 AA0702  ___________________________________________________________________
 AA0702  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0702  DYNAMIC HT  -           1.346 (meters)       4.42  (feet)  COMP
 AA0702  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0702
 AA0702  VERT ORDER  -  SECOND    CLASS I
 AA0702
 AA0702.The horizontal coordinates were scaled from a topographic map and have
 AA0702.an estimated accuracy of +/- 6 seconds.
 AA0702
 AA0702.The orthometric height was determined by differential leveling
 AA0702.and adjusted by the National Geodetic Survey in June 1991..
 AA0702
 AA0702.This Tidal Bench Mark is designated as VM 6832
 AA0702.by the Center for Operational Oceanographic Products and Services.
 AA0702
 AA0702.The geoid height was determined by GEOID03.
 AA0702
 AA0702.The dynamic height is computed by dividing the NAVD 88
 AA0702.geopotential number by the normal gravity value computed on the
 AA0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0702.degrees latitude (g = 980.6199 gals.).
 AA0702
 AA0702.The modeled gravity was interpolated from observed gravity values.
 AA0702
 AA0702;                    North         East    Units  Estimated Accuracy
 AA0702;SPC FL E     -    36,850.      160,050.      MT  (+/- 180 meters Scaled)
 AA0702
 AA0702                          SUPERSEDED SURVEY CONTROL
 AA0702
 AA0702.No superseded survey control is available for this station.
 AA0702
 AA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600279(NAD 83)
 AA0702_MARKER: DJ = TIDAL STATION DISK
 AA0702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0702_SP_SET: CONCRETE WINGWALL
 AA0702_STAMPING: NO 2 1975
 AA0702_MARK LOGO: NOS   
 AA0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0702+STABILITY: SURFACE MOTION
 AA0702
 AA0702  HISTORY     - Date     Condition        Report By
 AA0702  HISTORY     - 1975     MONUMENTED       NOS
 AA0702  HISTORY     - 1982     GOOD             FLDNR
 AA0702
 AA0702                          STATION DESCRIPTION
 AA0702
 AA0702'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0702'2 MI WEST FROM BIG PINE.
 AA0702'BEGIN AT THE POST OFFICE IN BIG PINE, GO 2.0 MILES WEST ON U.S.
 AA0702'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER TORCH CHANNEL AND TNE
 AA0702'MARK.  THE MARK IS SET IN THE WINGWALL 37 FEET SOUTHEAST OF THE
 AA0702'CENTERLINE OF U.S. 1 AND 24.5 FEET SOUTH OF THE BRIDGE.
 AA0702'THE MARK IS 5 FT BELOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0703 ***********************************************************************
 AA0703  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0703  DESIGNATION -  872 4232 TIDAL 3
 AA0703  PID         -  AA0703
 AA0703  STATE/COUNTY-  FL/MONROE
 AA0703  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0703
 AA0703                         *CURRENT SURVEY CONTROL
 AA0703  ___________________________________________________________________
 AA0703* NAD 83(1986)-  24 39 56.     (N)    081 23 41.     (W)     SCALED    
 AA0703* NAVD 88     -         0.189  (meters)       0.62   (feet)  ADJUSTED  
 AA0703  ___________________________________________________________________
 AA0703  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0703  DYNAMIC HT  -           0.189 (meters)       0.62  (feet)  COMP
 AA0703  MODELED GRAV-     978,967.7   (mgal)                       NAVD 88
 AA0703
 AA0703  VERT ORDER  -  SECOND    CLASS I
 AA0703
 AA0703.The horizontal coordinates were scaled from a topographic map and have
 AA0703.an estimated accuracy of +/- 6 seconds.
 AA0703
 AA0703.The orthometric height was determined by differential leveling
 AA0703.and adjusted by the National Geodetic Survey in June 1991..
 AA0703
 AA0703.This Tidal Bench Mark is designated as VM 6833
 AA0703.by the Center for Operational Oceanographic Products and Services.
 AA0703
 AA0703.The geoid height was determined by GEOID03.
 AA0703
 AA0703.The dynamic height is computed by dividing the NAVD 88
 AA0703.geopotential number by the normal gravity value computed on the
 AA0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0703.degrees latitude (g = 980.6199 gals.).
 AA0703
 AA0703.The modeled gravity was interpolated from observed gravity values.
 AA0703
 AA0703;                    North         East    Units  Estimated Accuracy
 AA0703;SPC FL E     -    36,850.      160,050.      MT  (+/- 180 meters Scaled)
 AA0703
 AA0703                          SUPERSEDED SURVEY CONTROL
 AA0703
 AA0703.No superseded survey control is available for this station.
 AA0703
 AA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600279(NAD 83)
 AA0703_MARKER: DJ = TIDAL STATION DISK
 AA0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0703_SP_SET: CONCRETE WINGWALL
 AA0703_STAMPING: NO 3 1975
 AA0703_MARK LOGO: NOS   
 AA0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0703+STABILITY: SURFACE MOTION
 AA0703
 AA0703  HISTORY     - Date     Condition        Report By
 AA0703  HISTORY     - 1975     MONUMENTED       NOS
 AA0703  HISTORY     - 1982     GOOD             FLDNR
 AA0703
 AA0703                          STATION DESCRIPTION
 AA0703
 AA0703'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0703'2 MI WEST FROM BIG PINE.
 AA0703'BEGIN AT THE POST OFFICE AT BIG PINE, GO 2.0 MILES WEST ON U.S.
 AA0703'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER TORCH CHANNEL AND THE
 AA0703'MARK.  THE MARK IS SET IN THE CONCRETE WINGWALL 59 FEET SOUTHEAST
 AA0703'OF THE CENTERLINE OF U.S. 1, AND 46.5 FEET SOUTH OF THE BRIDGE
 AA0703'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0709 ***********************************************************************
 AA0709  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0709  DESIGNATION -  872 4237 F TIDAL
 AA0709  PID         -  AA0709
 AA0709  STATE/COUNTY-  FL/MONROE
 AA0709  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0709
 AA0709                         *CURRENT SURVEY CONTROL
 AA0709  ___________________________________________________________________
 AA0709* NAD 83(1986)-  24 39 44.     (N)    081 24 05.     (W)     SCALED    
 AA0709* NAVD 88     -         4.554  (meters)      14.94   (feet)  ADJUSTED  
 AA0709  ___________________________________________________________________
 AA0709  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0709  DYNAMIC HT  -           4.547 (meters)      14.92  (feet)  COMP
 AA0709  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA0709
 AA0709  VERT ORDER  -  FIRST     CLASS II
 AA0709
 AA0709.The horizontal coordinates were scaled from a topographic map and have
 AA0709.an estimated accuracy of +/- 6 seconds.
 AA0709
 AA0709.The orthometric height was determined by differential leveling
 AA0709.and adjusted by the National Geodetic Survey in June 1991..
 AA0709
 AA0709.This Tidal Bench Mark is designated as VM 6843
 AA0709.by the Center for Operational Oceanographic Products and Services.
 AA0709
 AA0709.The geoid height was determined by GEOID03.
 AA0709
 AA0709.The dynamic height is computed by dividing the NAVD 88
 AA0709.geopotential number by the normal gravity value computed on the
 AA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0709.degrees latitude (g = 980.6199 gals.).
 AA0709
 AA0709.The modeled gravity was interpolated from observed gravity values.
 AA0709
 AA0709;                    North         East    Units  Estimated Accuracy
 AA0709;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0709
 AA0709                          SUPERSEDED SURVEY CONTROL
 AA0709
 AA0709  NGVD 29 (09/01/92)    4.969  (m)           16.30   (f) ADJUSTED    1 2
 AA0709
 AA0709.Superseded values are not recommended for survey control.
 AA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0709.See file dsdata.txt to determine how the superseded data were derived.
 AA0709
 AA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0709_MARKER: DJ = TIDAL STATION DISK
 AA0709_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0709_SP_SET: BRIDGE GUARDRAIL
 AA0709_STAMPING: 4237 F 1982
 AA0709_MARK LOGO: NOS   
 AA0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0709
 AA0709  HISTORY     - Date     Condition        Report By
 AA0709  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0709  HISTORY     - 19900926 GOOD             FLDNR
 AA0709
 AA0709                          STATION DESCRIPTION
 AA0709
 AA0709'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0709'22.15 MI SW FROM MARATHON.
 AA0709'BEGIN AT THE POST OFFICE AT SUMMERLAND KEY, GO 2.9 MILES EAST ALONG
 AA0709'U.S. HIGHWAY 1 TO TORCH RAMROD CHANNEL BRIDGE.  THE MARK IS SET
 AA0709'FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL ON THE NORTHEAST END OF
 AA0709'THE BRIDGE.  THE MARK BEARS 19.4 FEET NORTH OF THE CENTERLINE
 AA0709'OF THE BRIDGE, AND 0.7 FOOT WEST OF THE NORTHEAST END OF THE RAIL.
 AA0709'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0709
 AA0709                          STATION RECOVERY (1990)
 AA0709
 AA0709'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0709'RECOVERED IN GOOD CONDITION, ADD THE MARK IS 2.8 FT (0.9 M) ABOVE THE
 AA0709'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0708 ***********************************************************************
 AA0708  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0708  DESIGNATION -  872 4237 G TIDAL
 AA0708  PID         -  AA0708
 AA0708  STATE/COUNTY-  FL/MONROE
 AA0708  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0708
 AA0708                         *CURRENT SURVEY CONTROL
 AA0708  ___________________________________________________________________
 AA0708* NAD 83(1986)-  24 39 44.     (N)    081 24 05.     (W)     SCALED    
 AA0708* NAVD 88     -         3.749  (meters)      12.30   (feet)  ADJUSTED  
 AA0708  ___________________________________________________________________
 AA0708  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0708  DYNAMIC HT  -           3.742 (meters)      12.28  (feet)  COMP
 AA0708  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA0708
 AA0708  VERT ORDER  -  SECOND    CLASS I
 AA0708
 AA0708.The horizontal coordinates were scaled from a topographic map and have
 AA0708.an estimated accuracy of +/- 6 seconds.
 AA0708
 AA0708.The orthometric height was determined by differential leveling
 AA0708.and adjusted by the National Geodetic Survey in June 1991..
 AA0708
 AA0708.This Tidal Bench Mark is designated as VM 6844
 AA0708.by the Center for Operational Oceanographic Products and Services.
 AA0708
 AA0708.The geoid height was determined by GEOID03.
 AA0708
 AA0708.The dynamic height is computed by dividing the NAVD 88
 AA0708.geopotential number by the normal gravity value computed on the
 AA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0708.degrees latitude (g = 980.6199 gals.).
 AA0708
 AA0708.The modeled gravity was interpolated from observed gravity values.
 AA0708
 AA0708;                    North         East    Units  Estimated Accuracy
 AA0708;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0708
 AA0708                          SUPERSEDED SURVEY CONTROL
 AA0708
 AA0708.No superseded survey control is available for this station.
 AA0708
 AA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0708_MARKER: DJ = TIDAL STATION DISK
 AA0708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0708_SP_SET: CONCRETE WINGWALL
 AA0708_STAMPING: 4237 G 1982
 AA0708_MARK LOGO: NOS   
 AA0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0708
 AA0708  HISTORY     - Date     Condition        Report By
 AA0708  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0708  HISTORY     - 19881231 GOOD             FLDNR
 AA0708
 AA0708                          STATION DESCRIPTION
 AA0708
 AA0708'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0708'22.15 MI SW FROM MARATHON.
 AA0708'BEGIN AT THE POST OFFICE AT SUMMERLAND KEY, GO 2.9 MILES EAST ALONG
 AA0708'U.S. HIGHWAY 1 TO THE TORCH RAMROD CHANNEL BRIDGE.  THE MARK IS SET
 AA0708'FLUSH IN THE TOP OF THE CONCRETE WINGWALL ON THE NORTHEAST END OF
 AA0708'THE BRIDGE.  THE MARK BEARS 4.3 FEET NORTH OF THE NORTH SIDE OF THE
 AA0708'CONCRETE GUARDRAIL, 0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 AA0708'BRIDGE ABUTMENT, AND 10.0 FEET NORTHWEST OF BENCH MARK 4237 F 1982.
 AA0708'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0708
 AA0708                          STATION RECOVERY (1988)
 AA0708
 AA0708'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1684 ***********************************************************************
 AA1684  DESIGNATION -  872 4237 H TIDAL
 AA1684  PID         -  AA1684
 AA1684  STATE/COUNTY-  FL/MONROE
 AA1684  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1684
 AA1684                         *CURRENT SURVEY CONTROL
 AA1684  ___________________________________________________________________
 AA1684* NAD 83(1986)-  24 39 46.     (N)    081 24 05.     (W)     SCALED    
 AA1684* NAVD 88     -         4.568  (meters)      14.99   (feet)  ADJUSTED  
 AA1684  ___________________________________________________________________
 AA1684  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA1684  DYNAMIC HT  -           4.560 (meters)      14.96  (feet)  COMP
 AA1684  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA1684
 AA1684  VERT ORDER  -  FIRST     CLASS II
 AA1684
 AA1684.The horizontal coordinates were scaled from a topographic map and have
 AA1684.an estimated accuracy of +/- 6 seconds.
 AA1684
 AA1684.The orthometric height was determined by differential leveling
 AA1684.and adjusted by the National Geodetic Survey in May 1994..
 AA1684
 AA1684.The geoid height was determined by GEOID03.
 AA1684
 AA1684.The dynamic height is computed by dividing the NAVD 88
 AA1684.geopotential number by the normal gravity value computed on the
 AA1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1684.degrees latitude (g = 980.6199 gals.).
 AA1684
 AA1684.The modeled gravity was interpolated from observed gravity values.
 AA1684
 AA1684;                    North         East    Units  Estimated Accuracy
 AA1684;SPC FL E     -    36,550.      159,370.      MT  (+/- 180 meters Scaled)
 AA1684
 AA1684                          SUPERSEDED SURVEY CONTROL
 AA1684
 AA1684  NGVD 29 (09/01/92)    4.983  (m)           16.35   (f) ADJUSTED    1 2
 AA1684
 AA1684.Superseded values are not recommended for survey control.
 AA1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1684.See file dsdata.txt to determine how the superseded data were derived.
 AA1684
 AA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA1684_MARKER: DJ = TIDAL STATION DISK
 AA1684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1684_SP_SET: CONCRETE GUARDRAIL
 AA1684_STAMPING: 4237 H 1987
 AA1684_MARK LOGO: NOS   
 AA1684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1684
 AA1684  HISTORY     - Date     Condition        Report By
 AA1684  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1684
 AA1684                          STATION DESCRIPTION
 AA1684
 AA1684'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1684'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA1684'U.S. HIGHWAY 1 FOR 2.9 MI (4.7 KM) TO THE NORTHEAST END OF THE
 AA1684'BRIDGE OVER TORCH RAMROD CHANNEL AND THE MARK.  LOCATED 23.5 FT (7.2
 AA1684'M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 1 FT (0.3 M) WEST OF
 AA1684'THE EAST END OF THE CONCRETE GUARDRAIL AND 2.8 FT (0.9 M) ABOVE THE
 AA1684'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1685 ***********************************************************************
 AA1685  DESIGNATION -  872 4237 J TIDAL
 AA1685  PID         -  AA1685
 AA1685  STATE/COUNTY-  FL/MONROE
 AA1685  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1685
 AA1685                         *CURRENT SURVEY CONTROL
 AA1685  ___________________________________________________________________
 AA1685* NAD 83(1986)-  24 39 46.     (N)    081 24 13.     (W)     SCALED    
 AA1685* NAVD 88     -         4.565  (meters)      14.98   (feet)  ADJUSTED  
 AA1685  ___________________________________________________________________
 AA1685  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA1685  DYNAMIC HT  -           4.557 (meters)      14.95  (feet)  COMP
 AA1685  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA1685
 AA1685  VERT ORDER  -  FIRST     CLASS II
 AA1685
 AA1685.The horizontal coordinates were scaled from a topographic map and have
 AA1685.an estimated accuracy of +/- 6 seconds.
 AA1685
 AA1685.The orthometric height was determined by differential leveling
 AA1685.and adjusted by the National Geodetic Survey in May 1994..
 AA1685
 AA1685.The geoid height was determined by GEOID03.
 AA1685
 AA1685.The dynamic height is computed by dividing the NAVD 88
 AA1685.geopotential number by the normal gravity value computed on the
 AA1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1685.degrees latitude (g = 980.6199 gals.).
 AA1685
 AA1685.The modeled gravity was interpolated from observed gravity values.
 AA1685
 AA1685;                    North         East    Units  Estimated Accuracy
 AA1685;SPC FL E     -    36,550.      159,150.      MT  (+/- 180 meters Scaled)
 AA1685
 AA1685                          SUPERSEDED SURVEY CONTROL
 AA1685
 AA1685  NGVD 29 (09/01/92)    4.980  (m)           16.34   (f) ADJUSTED    1 2
 AA1685
 AA1685.Superseded values are not recommended for survey control.
 AA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1685.See file dsdata.txt to determine how the superseded data were derived.
 AA1685
 AA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH591276(NAD 83)
 AA1685_MARKER: DD = SURVEY DISK
 AA1685_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1685_SP_SET: CONCRETE GUARDRAIL
 AA1685_STAMPING: 4237 J
 AA1685_MARK LOGO: FLDT  
 AA1685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1685
 AA1685  HISTORY     - Date     Condition        Report By
 AA1685  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1685
 AA1685                          STATION DESCRIPTION
 AA1685
 AA1685'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1685'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST 0N
 AA1685'U.S. HIGHWAY 1 FOR 2.75 MI (4.43 KM) TO THE SOUTHEAST END OF THE
 AA1685'TORCH RAMROD BRIDGE ON RAMROD KEY, AND THE MARK SET IN THE TOP OF THE
 AA1685'SOUTHWEST CONCRETE GUARDRAIL OF THE BRIDGE.  LOCATED 23.5 FT (7.2 M)
 AA1685'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 4.8 FT (1.5 M)
 AA1685'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1683 ***********************************************************************
 AA1683  DESIGNATION -  872 4237 K TIDAL
 AA1683  PID         -  AA1683
 AA1683  STATE/COUNTY-  FL/MONROE
 AA1683  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1683
 AA1683                         *CURRENT SURVEY CONTROL
 AA1683  ___________________________________________________________________
 AA1683* NAD 83(1986)-  24 39 46.     (N)    081 24 14.     (W)     SCALED    
 AA1683* NAVD 88     -         0.453  (meters)       1.49   (feet)  ADJUSTED  
 AA1683  ___________________________________________________________________
 AA1683  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA1683  DYNAMIC HT  -           0.452 (meters)       1.48  (feet)  COMP
 AA1683  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA1683
 AA1683  VERT ORDER  -  FIRST     CLASS II
 AA1683
 AA1683.The horizontal coordinates were scaled from a topographic map and have
 AA1683.an estimated accuracy of +/- 6 seconds.
 AA1683
 AA1683.The orthometric height was determined by differential leveling
 AA1683.and adjusted by the National Geodetic Survey in May 1994..
 AA1683
 AA1683.The geoid height was determined by GEOID03.
 AA1683
 AA1683.The dynamic height is computed by dividing the NAVD 88
 AA1683.geopotential number by the normal gravity value computed on the
 AA1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1683.degrees latitude (g = 980.6199 gals.).
 AA1683
 AA1683.The modeled gravity was interpolated from observed gravity values.
 AA1683
 AA1683;                    North         East    Units  Estimated Accuracy
 AA1683;SPC FL E     -    36,550.      159,120.      MT  (+/- 180 meters Scaled)
 AA1683
 AA1683                          SUPERSEDED SURVEY CONTROL
 AA1683
 AA1683  NGVD 29 (09/01/92)    0.868  (m)            2.85   (f) ADJUSTED    1 2
 AA1683
 AA1683.Superseded values are not recommended for survey control.
 AA1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1683.See file dsdata.txt to determine how the superseded data were derived.
 AA1683
 AA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH591276(NAD 83)
 AA1683_MARKER: DJ = TIDAL STATION DISK
 AA1683_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1683_SP_SET: BASE FOR A GUY WIRE ANCHOR
 AA1683_STAMPING: 4237 K 1988
 AA1683_MARK LOGO: NOS   
 AA1683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1683+STABILITY: SURFACE MOTION
 AA1683
 AA1683  HISTORY     - Date     Condition        Report By
 AA1683  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1683
 AA1683                          STATION DESCRIPTION
 AA1683
 AA1683'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1683'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA1683'U.S. HIGHWAY 1 FOR 2.75 MI (4.43 KM) TO THE SOUTHWEST END OF THE
 AA1683'TORCH RAMROD BRIDGE ON RAMROD KEY AND THE MARK SET IN A 4 FT (1.2 M)
 AA1683'DIAMETER CONCRETE BASE FOR A POWER POLE GUY WIRE ANCHOR.  LOCATED 197
 AA1683'FT (60.0 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 AA1683'GUARDRAIL OF THE BRIDGE, 76.5 FT (23.3 M) EAST OF A POWER POLE AND
 AA1683'66.3 FT (20.2 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0712 ***********************************************************************
 AA0712  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0712  DESIGNATION -  872 4237 TIDAL 1
 AA0712  PID         -  AA0712
 AA0712  STATE/COUNTY-  FL/MONROE
 AA0712  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0712
 AA0712                         *CURRENT SURVEY CONTROL
 AA0712  ___________________________________________________________________
 AA0712* NAD 83(1986)-  24 39 44.     (N)    081 24 05.     (W)     SCALED    
 AA0712* NAVD 88     -         1.268  (meters)       4.16   (feet)  ADJUSTED  
 AA0712  ___________________________________________________________________
 AA0712  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0712  DYNAMIC HT  -           1.266 (meters)       4.15  (feet)  COMP
 AA0712  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA0712
 AA0712  VERT ORDER  -  SECOND    CLASS I
 AA0712
 AA0712.The horizontal coordinates were scaled from a topographic map and have
 AA0712.an estimated accuracy of +/- 6 seconds.
 AA0712
 AA0712.The orthometric height was determined by differential leveling
 AA0712.and adjusted by the National Geodetic Survey in June 1991..
 AA0712
 AA0712.This Tidal Bench Mark is designated as VM 6839
 AA0712.by the Center for Operational Oceanographic Products and Services.
 AA0712
 AA0712.The geoid height was determined by GEOID03.
 AA0712
 AA0712.The dynamic height is computed by dividing the NAVD 88
 AA0712.geopotential number by the normal gravity value computed on the
 AA0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0712.degrees latitude (g = 980.6199 gals.).
 AA0712
 AA0712.The modeled gravity was interpolated from observed gravity values.
 AA0712
 AA0712;                    North         East    Units  Estimated Accuracy
 AA0712;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0712
 AA0712                          SUPERSEDED SURVEY CONTROL
 AA0712
 AA0712.No superseded survey control is available for this station.
 AA0712
 AA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0712_MARKER: DJ = TIDAL STATION DISK
 AA0712_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0712_SP_SET: CONCRETE WINGWALL
 AA0712_STAMPING: NO 1 1975
 AA0712_MARK LOGO: NOS   
 AA0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0712+STABILITY: SURFACE MOTION
 AA0712
 AA0712  HISTORY     - Date     Condition        Report By
 AA0712  HISTORY     - 1975     MONUMENTED       NOS
 AA0712  HISTORY     - 1982     GOOD             FLDNR
 AA0712
 AA0712                          STATION DESCRIPTION
 AA0712
 AA0712'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0712'2.9 MI EAST FROM SUMMERLAND KEY.
 AA0712'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.9 MILES EAST ON U.S.
 AA0712'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TORCH RAMROD
 AA0712'CHANNEL AND THE MARK.  THE MARK IS SET IN THE SOUTHEAST WINGWALL,
 AA0712'24.5 FEET SOUTHEAST OF THE ABUTMENT, AND 31 FEET NORTHWEST OF THE
 AA0712'SOUTHEAST END OF THE WINGWALL.
 AA0712'THE MARK IS 7 FT BELOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0711 ***********************************************************************
 AA0711  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0711  DESIGNATION -  872 4237 TIDAL 3
 AA0711  PID         -  AA0711
 AA0711  STATE/COUNTY-  FL/MONROE
 AA0711  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0711
 AA0711                         *CURRENT SURVEY CONTROL
 AA0711  ___________________________________________________________________
 AA0711* NAD 83(1986)-  24 39 44.     (N)    081 24 05.     (W)     SCALED    
 AA0711* NAVD 88     -         3.510  (meters)      11.52   (feet)  ADJUSTED  
 AA0711  ___________________________________________________________________
 AA0711  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0711  DYNAMIC HT  -           3.504 (meters)      11.50  (feet)  COMP
 AA0711  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA0711
 AA0711  VERT ORDER  -  SECOND    CLASS I
 AA0711
 AA0711.The horizontal coordinates were scaled from a topographic map and have
 AA0711.an estimated accuracy of +/- 6 seconds.
 AA0711
 AA0711.The orthometric height was determined by differential leveling
 AA0711.and adjusted by the National Geodetic Survey in June 1991..
 AA0711
 AA0711.This Tidal Bench Mark is designated as VM 6840
 AA0711.by the Center for Operational Oceanographic Products and Services.
 AA0711
 AA0711.The geoid height was determined by GEOID03.
 AA0711
 AA0711.The dynamic height is computed by dividing the NAVD 88
 AA0711.geopotential number by the normal gravity value computed on the
 AA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0711.degrees latitude (g = 980.6199 gals.).
 AA0711
 AA0711.The modeled gravity was interpolated from observed gravity values.
 AA0711
 AA0711;                    North         East    Units  Estimated Accuracy
 AA0711;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0711
 AA0711                          SUPERSEDED SURVEY CONTROL
 AA0711
 AA0711.No superseded survey control is available for this station.
 AA0711
 AA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0711_MARKER: DJ = TIDAL STATION DISK
 AA0711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0711_SP_SET: CONCRETE CURB
 AA0711_STAMPING: NO 3 1975
 AA0711_MARK LOGO: NOS   
 AA0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0711
 AA0711  HISTORY     - Date     Condition        Report By
 AA0711  HISTORY     - 1975     MONUMENTED       NOS
 AA0711  HISTORY     - 1982     GOOD             FLDNR
 AA0711
 AA0711                          STATION DESCRIPTION
 AA0711
 AA0711'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0711'2.9 MI EAST FROM SUMMERLAND KEY.
 AA0711'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.9 MILES EAST ON U.S.
 AA0711'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TORCH RAMROD
 AA0711'CHANNEL AND THE MARK.  THE MARK IS SET IN THE SOUTHEAST CURB OF
 AA0711'THE BRIDGE, 12 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0710 ***********************************************************************
 AA0710  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0710  DESIGNATION -  872 4237 TIDAL 4
 AA0710  PID         -  AA0710
 AA0710  STATE/COUNTY-  FL/MONROE
 AA0710  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0710
 AA0710                         *CURRENT SURVEY CONTROL
 AA0710  ___________________________________________________________________
 AA0710* NAD 83(1986)-  24 39 44.     (N)    081 24 05.     (W)     SCALED    
 AA0710* NAVD 88     -         2.321  (meters)       7.61   (feet)  ADJUSTED  
 AA0710  ___________________________________________________________________
 AA0710  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0710  DYNAMIC HT  -           2.317 (meters)       7.60  (feet)  COMP
 AA0710  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA0710
 AA0710  VERT ORDER  -  SECOND    CLASS I
 AA0710
 AA0710.The horizontal coordinates were scaled from a topographic map and have
 AA0710.an estimated accuracy of +/- 6 seconds.
 AA0710
 AA0710.The orthometric height was determined by differential leveling
 AA0710.and adjusted by the National Geodetic Survey in June 1991..
 AA0710
 AA0710.This Tidal Bench Mark is designated as VM 6841
 AA0710.by the Center for Operational Oceanographic Products and Services.
 AA0710
 AA0710.The geoid height was determined by GEOID03.
 AA0710
 AA0710.The dynamic height is computed by dividing the NAVD 88
 AA0710.geopotential number by the normal gravity value computed on the
 AA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0710.degrees latitude (g = 980.6199 gals.).
 AA0710
 AA0710.The modeled gravity was interpolated from observed gravity values.
 AA0710
 AA0710;                    North         East    Units  Estimated Accuracy
 AA0710;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0710
 AA0710                          SUPERSEDED SURVEY CONTROL
 AA0710
 AA0710.No superseded survey control is available for this station.
 AA0710
 AA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0710_MARKER: DJ = TIDAL STATION DISK
 AA0710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0710_SP_SET: CONCRETE WINGWALL
 AA0710_STAMPING: NO 4 1975
 AA0710_MARK LOGO: NOS   
 AA0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0710+STABILITY: SURFACE MOTION
 AA0710
 AA0710  HISTORY     - Date     Condition        Report By
 AA0710  HISTORY     - 1975     MONUMENTED       NOS
 AA0710  HISTORY     - 1982     GOOD             FLDNR
 AA0710
 AA0710                          STATION DESCRIPTION
 AA0710
 AA0710'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0710'2.9 MI EAST FROM SUMMERLAND KEY.
 AA0710'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.9 MILES EAST ON U.S.
 AA0710'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TORCH RAMROD
 AA0710'CHANNEL AND THE MARK.  THE MARK IS SET IN THE WINGWALL, 17 FEET
 AA0710'NORTHWEST OF THE CENTERLINE OF U.S. 1, AND 5 FEET NORTH OF THE
 AA0710'ABUTMENT.
 AA0710'THE MARK IS 4 FT BELOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1641 ***********************************************************************
 AA1641  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1641  DESIGNATION -  872 4243 D TIDAL
 AA1641  PID         -  AA1641
 AA1641  STATE/COUNTY-  FL/MONROE
 AA1641  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1641
 AA1641                         *CURRENT SURVEY CONTROL
 AA1641  ___________________________________________________________________
 AA1641* NAD 83(1986)-  24 43 32.     (N)    081 24 23.     (W)     SCALED    
 AA1641* NAVD 88     -         0.283  (meters)       0.93   (feet)  POSTED    
 AA1641  ___________________________________________________________________
 AA1641  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA1641  DYNAMIC HT  -           0.280 (meters)       0.92  (feet)  COMP
 AA1641  MODELED GRAV-     978,973.0   (mgal)                       NAVD 88
 AA1641
 AA1641  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AA1641
 AA1641.The horizontal coordinates were scaled from a topographic map and have
 AA1641.an estimated accuracy of +/- 6 seconds.
 AA1641
 AA1641.The orthometric height was determined by differential leveling
 AA1641.and adjusted by the National Geodetic Survey in 1992..
 AA1641.No vertical observational check was made to the station.
 AA1641.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AA1641.was located on a no-check spur therefore a value was not computed.
 AA1641
 AA1641.This Tidal Bench Mark is designated as VM 11344
 AA1641.by the Center for Operational Oceanographic Products and Services.
 AA1641
 AA1641.The geoid height was determined by GEOID03.
 AA1641
 AA1641.The dynamic height is computed by dividing the NAVD 88
 AA1641.geopotential number by the normal gravity value computed on the
 AA1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1641.degrees latitude (g = 980.6199 gals.).
 AA1641
 AA1641.The modeled gravity was interpolated from observed gravity values.
 AA1641
 AA1641;                    North         East    Units  Estimated Accuracy
 AA1641;SPC FL E     -    43,500.      158,890.      MT  (+/- 180 meters Scaled)
 AA1641
 AA1641                          SUPERSEDED SURVEY CONTROL
 AA1641
 AA1641.No superseded survey control is available for this station.
 AA1641
 AA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH589346(NAD 83)
 AA1641_MARKER: DJ = TIDAL STATION DISK
 AA1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1641_SP_SET: STAINLESS STEEL ROD
 AA1641_STAMPING: 4243 D 1984
 AA1641_MARK LOGO: NOS   
 AA1641_PROJECTION: PROJECTING 61 CENTIMETERS
 AA1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1641_ROD/PIPE-DEPTH: 2.74 meters
 AA1641
 AA1641  HISTORY     - Date     Condition        Report By
 AA1641  HISTORY     - 1984     MONUMENTED       FLDNR
 AA1641
 AA1641                          STATION DESCRIPTION
 AA1641
 AA1641'DESCRIBED BY FL DEPT OF NAT RES 1984
 AA1641'IN HOWE KEY.
 AA1641'THE MARK IS LOCATED ON AN ISLAND SEPARATED FROM THE EXTREME SOUTHERN
 AA1641'TIP OF HOWE KEY BY A SHOAL, 390 FEET SOUTH OF THE SOUTH END OF THE
 AA1641'KEY.  THE MARK IS SET IN A CLEAR, LOW MANGROVE AREA, 60 FEET EAST-
 AA1641'NORTHEAST OF THE WEST SIDE OF THE OUTER MANGROVE EDGE.  THE MARK
 AA1641'BEARS 72.3 FEET SOUTH-SOUTHWEST OF BENCH MARK PINKEY RM 2 1935, 51
 AA1641'FEET NORTHWEST OF BENCH MARK 4243 E 1984, AND 1.8 FEET
 AA1641'SOUTH-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1642 ***********************************************************************
 AA1642  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1642  DESIGNATION -  872 4243 E TIDAL
 AA1642  PID         -  AA1642
 AA1642  STATE/COUNTY-  FL/MONROE
 AA1642  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1642
 AA1642                         *CURRENT SURVEY CONTROL
 AA1642  ___________________________________________________________________
 AA1642* NAD 83(1986)-  24 43 32.     (N)    081 24 23.     (W)     SCALED    
 AA1642* NAVD 88     -         0.376  (meters)       1.23   (feet)  POSTED    
 AA1642  ___________________________________________________________________
 AA1642  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA1642  DYNAMIC HT  -           0.380 (meters)       1.25  (feet)  COMP
 AA1642  MODELED GRAV-     978,973.0   (mgal)                       NAVD 88
 AA1642
 AA1642  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AA1642
 AA1642.The horizontal coordinates were scaled from a topographic map and have
 AA1642.an estimated accuracy of +/- 6 seconds.
 AA1642
 AA1642.The orthometric height was determined by differential leveling
 AA1642.and adjusted by the National Geodetic Survey in 1992..
 AA1642.No vertical observational check was made to the station.
 AA1642.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AA1642.was located on a no-check spur therefore a value was not computed.
 AA1642
 AA1642.This Tidal Bench Mark is designated as VM 11345
 AA1642.by the Center for Operational Oceanographic Products and Services.
 AA1642
 AA1642.The geoid height was determined by GEOID03.
 AA1642
 AA1642.The dynamic height is computed by dividing the NAVD 88
 AA1642.geopotential number by the normal gravity value computed on the
 AA1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1642.degrees latitude (g = 980.6199 gals.).
 AA1642
 AA1642.The modeled gravity was interpolated from observed gravity values.
 AA1642
 AA1642;                    North         East    Units  Estimated Accuracy
 AA1642;SPC FL E     -    43,500.      158,890.      MT  (+/- 180 meters Scaled)
 AA1642
 AA1642                          SUPERSEDED SURVEY CONTROL
 AA1642
 AA1642.No superseded survey control is available for this station.
 AA1642
 AA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH589346(NAD 83)
 AA1642_MARKER: DJ = TIDAL STATION DISK
 AA1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1642_SP_SET: STAINLESS STEEL ROD
 AA1642_STAMPING: 4243 E 1984
 AA1642_MARK LOGO: NOS   
 AA1642_PROJECTION: PROJECTING 46 CENTIMETERS
 AA1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1642_ROD/PIPE-DEPTH: 2.74 meters
 AA1642
 AA1642  HISTORY     - Date     Condition        Report By
 AA1642  HISTORY     - 1984     MONUMENTED       FLDNR
 AA1642
 AA1642                          STATION DESCRIPTION
 AA1642
 AA1642'DESCRIBED BY FL DEPT OF NAT RES 1984
 AA1642'IN HOWE KEY.
 AA1642'THE MARK IS LOCATED ON AN ISLAND SEPARATED FROM THE EXTREME SOUTHERN
 AA1642'TIP OF HOWE KEY BY A SHOAL, 390 FEET SOUTH OF THE SOUTH END OF THE
 AA1642'KEY.  THE MARK IS SET IN A CLEAR, LOW MANGROVE AREA, 80 FEET EAST-
 AA1642'NORTHEAST OF THE WEST SIDE OF THE OUTER MANGROVE EDGE.  THE MARK
 AA1642'BEARS 51 FEET SOUTHEAST OF BENCH MARK 4243 D 1984 AND 3 FEET EAST OF
 AA1642'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1012 ***********************************************************************
 AA1012  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1012  DESIGNATION -  872 4255 F TIDAL
 AA1012  PID         -  AA1012
 AA1012  STATE/COUNTY-  FL/MONROE
 AA1012  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1012
 AA1012                         *CURRENT SURVEY CONTROL
 AA1012  ___________________________________________________________________
 AA1012* NAD 83(1999)-  24 39 36.55736(N)    081 25 21.94188(W)     ADJUSTED  
 AA1012* NAVD 88     -         5.448  (meters)      17.87   (feet)  ADJUSTED  
 AA1012  ___________________________________________________________________
 AA1012  X           -     864,997.958 (meters)                     COMP
 AA1012  Y           -  -5,734,940.612 (meters)                     COMP
 AA1012  Z           -   2,644,902.907 (meters)                     COMP
 AA1012  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AA1012  ELLIP HEIGHT-         -16.35  (meters)          (12/13/01) GPS OBS
 AA1012  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 AA1012  DYNAMIC HT  -           5.439 (meters)      17.84  (feet)  COMP
 AA1012  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA1012
 AA1012  HORZ ORDER  -  FIRST
 AA1012  VERT ORDER  -  FIRST     CLASS II
 AA1012  ELLP ORDER  -  FIFTH     CLASS I
 AA1012
 AA1012.The horizontal coordinates were established by GPS observations
 AA1012.and adjusted by the National Geodetic Survey in December 2001..
 AA1012
 AA1012.The orthometric height was determined by differential leveling
 AA1012.and adjusted by the National Geodetic Survey in May 1994..
 AA1012
 AA1012.This Tidal Bench Mark is designated as VM 6863
 AA1012.by the Center for Operational Oceanographic Products and Services.
 AA1012
 AA1012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1012
 AA1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1012
 AA1012.The ellipsoidal height was determined by GPS observations
 AA1012.and is referenced to NAD 83.
 AA1012
 AA1012.The geoid height was determined by GEOID03.
 AA1012
 AA1012.The dynamic height is computed by dividing the NAVD 88
 AA1012.geopotential number by the normal gravity value computed on the
 AA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1012.degrees latitude (g = 980.6199 gals.).
 AA1012
 AA1012.The modeled gravity was interpolated from observed gravity values.
 AA1012
 AA1012;                    North         East     Units Scale Factor Converg.
 AA1012;SPC FL E     -    36,264.271   157,207.796   MT  0.99996378   -0 10 35.0
 AA1012;SPC FL E     -   118,977.03    515,772.58   sFT  0.99996378   -0 10 35.0
 AA1012;UTM  17      - 2,727,383.880   457,222.397   MT  0.99962260   -0 10 35.0
 AA1012
 AA1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1012!SPC FL E     -   1.00000257  x   0.99996378  =   0.99996635
 AA1012!UTM  17      -   1.00000257  x   0.99962260  =   0.99962517
 AA1012
 AA1012:                Primary Azimuth Mark                     Grid Az
 AA1012:SPC FL E     -  872 4267 TIDAL 2                         273 14 18.4
 AA1012:UTM  17      -  872 4267 TIDAL 2                         273 14 18.4
 AA1012
 AA1012|---------------------------------------------------------------------|
 AA1012| PID    Reference Object                     Distance      Geod. Az  |
 AA1012|                                                           dddmmss.s |
 AA1012| AA0971 872 4267 TIDAL 2                    APPROX. 1.4 KM 2730343.4 |
 AA1012|---------------------------------------------------------------------|
 AA1012
 AA1012                          SUPERSEDED SURVEY CONTROL
 AA1012
 AA1012  NAD 83(1990)-  24 39 36.55501(N)    081 25 21.94293(W) AD(       ) 1
 AA1012  NAVD 88 (06/15/91)    5.452  (m)           17.89   (f) UNKNOWN     1 2
 AA1012  NGVD 29 (09/01/92)    5.865  (m)           19.24   (f) ADJUSTED    1 2
 AA1012
 AA1012.Superseded values are not recommended for survey control.
 AA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1012.See file dsdata.txt to determine how the superseded data were derived.
 AA1012
 AA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH5722227384(NAD 83)
 AA1012_MARKER: DJ = TIDAL STATION DISK
 AA1012_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1012_SP_SET: CONCRETE GUARD RAIL
 AA1012_STAMPING: 4255 F 1982
 AA1012_MARK LOGO: NOS   
 AA1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1012+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1989
 AA1012
 AA1012  HISTORY     - Date     Condition        Report By
 AA1012  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1012  HISTORY     - 19890201 GOOD             NGS
 AA1012  HISTORY     - 19900926 GOOD             FLDNR
 AA1012
 AA1012                          STATION DESCRIPTION
 AA1012
 AA1012'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1012'1.4 MI EAST FROM SUMMERLAND KEY.
 AA1012'THE MARK IS 3 FT ABOVE ROAD.
 AA1012'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.4 MILES EAST ON
 AA1012'U.S. HIGHWAY 1 TO THE EAST END OF THE NEW BRIDGE OVER NILES
 AA1012'CHANNEL AND THE MARK.  THE MARK IS SET FLUSH IN THE TOP OF THE
 AA1012'CONCRETE GUARDRAIL.  THE MARK BEARS 19.6 FEET SOUTH OF THE
 AA1012'CENTERLINE OF THE BRIDGE, AND 6.1 FEET WEST OF THE SOUTHEAST END
 AA1012'OF THE CONCRETE GUARDRAIL.
 AA1012
 AA1012                          STATION RECOVERY (1989)
 AA1012
 AA1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA1012'THE STATION IS LOCATED AT THE WEST END OF RAMROD KEY, IN SECTION 30, T
 AA1012'66 S, R 28 E, IN THE CONCRETE GUARDRAIL OF THE NEW U.S. HIGHWAY 1
 AA1012'BRIDGE.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AA1012'TO REACH THE STATION FROM THE EAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA1012'OVER NILES CHANNEL AT RAMROD KEY, GO TO THE SOUTHEAST GUARDRAIL OF
 AA1012'BRIDGE TO THE STATION.
 AA1012'LOCATED 5.97 M (19.6 FT) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY 1,
 AA1012'1.86 M (6.1 FT) WEST FROM THE SOUTHEAST END OF CONCRETE GUARDRAIL OF
 AA1012'BRIDGE AND 0.91 M (3.0 FT) HIGHER THAN THE ROAD SURFACE.
 AA1012'DESCRIBED BY R.L. MALLOY.
 AA1012
 AA1012                          STATION RECOVERY (1990)
 AA1012
 AA1012'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1013 ***********************************************************************
 AA1013  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1013  DESIGNATION -  872 4255 G TIDAL
 AA1013  PID         -  AA1013
 AA1013  STATE/COUNTY-  FL/MONROE
 AA1013  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1013
 AA1013                         *CURRENT SURVEY CONTROL
 AA1013  ___________________________________________________________________
 AA1013* NAD 83(1986)-  24 39 38.     (N)    081 25 23.     (W)     SCALED    
 AA1013* NAVD 88     -         5.454  (meters)      17.89   (feet)  ADJUSTED  
 AA1013  ___________________________________________________________________
 AA1013  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 AA1013  DYNAMIC HT  -           5.445 (meters)      17.86  (feet)  COMP
 AA1013  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA1013
 AA1013  VERT ORDER  -  SECOND    CLASS I
 AA1013
 AA1013.The horizontal coordinates were scaled from a topographic map and have
 AA1013.an estimated accuracy of +/- 6 seconds.
 AA1013
 AA1013.The orthometric height was determined by differential leveling
 AA1013.and adjusted by the National Geodetic Survey in June 1991..
 AA1013
 AA1013.This Tidal Bench Mark is designated as VM 6864
 AA1013.by the Center for Operational Oceanographic Products and Services.
 AA1013
 AA1013.The geoid height was determined by GEOID03.
 AA1013
 AA1013.The dynamic height is computed by dividing the NAVD 88
 AA1013.geopotential number by the normal gravity value computed on the
 AA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1013.degrees latitude (g = 980.6199 gals.).
 AA1013
 AA1013.The modeled gravity was interpolated from observed gravity values.
 AA1013
 AA1013;                    North         East    Units  Estimated Accuracy
 AA1013;SPC FL E     -    36,310.      157,180.      MT  (+/- 180 meters Scaled)
 AA1013
 AA1013                          SUPERSEDED SURVEY CONTROL
 AA1013
 AA1013.No superseded survey control is available for this station.
 AA1013
 AA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH571274(NAD 83)
 AA1013_MARKER: DJ = TIDAL STATION DISK
 AA1013_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1013_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1013_STAMPING: 4255 G 1982
 AA1013_MARK LOGO: NOS   
 AA1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1013
 AA1013  HISTORY     - Date     Condition        Report By
 AA1013  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1013  HISTORY     - 19881231 GOOD             FLDNR
 AA1013
 AA1013                          STATION DESCRIPTION
 AA1013
 AA1013'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1013'1.4 MI EAST FROM SUMMERLAND KEY.
 AA1013'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.4 MILES EAST ON U.S.
 AA1013'HIGHWAY 1 TO THE EAST END OF THE NEW BRIDGE OVER NILES CHANNEL AND
 AA1013'THE MARK.  THE MARK IS SET FLUSH IN THE TOP OF THE CONCRETE
 AA1013'GUARDRAIL.  THE MARK BEARS 19.5 FEET SOUTH OF THE CENTERLINE OF THE
 AA1013'BRIDGE, AND 5.3 FEET WEST OF THE NORTHEAST END OF THE CONCRETE
 AA1013'GUARDRAIL.
 AA1013'THE MARK IS 3 FT ABOVE ROAD.
 AA1013
 AA1013                          STATION RECOVERY (1988)
 AA1013
 AA1013'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0190 ***********************************************************************
 AA0190  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0190  DESIGNATION -  872 4255 TIDAL 1
 AA0190  PID         -  AA0190
 AA0190  STATE/COUNTY-  FL/MONROE
 AA0190  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0190
 AA0190                         *CURRENT SURVEY CONTROL
 AA0190  ___________________________________________________________________
 AA0190* NAD 83(1986)-  24 39 35.     (N)    081 25 22.     (W)     SCALED    
 AA0190* NAVD 88     -         0.569  (meters)       1.87   (feet)  ADJUSTED  
 AA0190  ___________________________________________________________________
 AA0190  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 AA0190  DYNAMIC HT  -           0.568 (meters)       1.86  (feet)  COMP
 AA0190  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0190
 AA0190  VERT ORDER  -  FIRST     CLASS II
 AA0190
 AA0190.The horizontal coordinates were scaled from a topographic map and have
 AA0190.an estimated accuracy of +/- 6 seconds.
 AA0190
 AA0190.The orthometric height was determined by differential leveling
 AA0190.and adjusted by the National Geodetic Survey in June 1991..
 AA0190
 AA0190.This Tidal Bench Mark is designated as VM 6860
 AA0190.by the Center for Operational Oceanographic Products and Services.
 AA0190
 AA0190.The geoid height was determined by GEOID03.
 AA0190
 AA0190.The dynamic height is computed by dividing the NAVD 88
 AA0190.geopotential number by the normal gravity value computed on the
 AA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0190.degrees latitude (g = 980.6199 gals.).
 AA0190
 AA0190.The modeled gravity was interpolated from observed gravity values.
 AA0190
 AA0190;                    North         East    Units  Estimated Accuracy
 AA0190;SPC FL E     -    36,220.      157,210.      MT  (+/- 180 meters Scaled)
 AA0190
 AA0190                          SUPERSEDED SURVEY CONTROL
 AA0190
 AA0190  NGVD 29 (09/01/92)    0.987  (m)            3.24   (f) ADJUSTED    1 2
 AA0190
 AA0190.Superseded values are not recommended for survey control.
 AA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0190.See file dsdata.txt to determine how the superseded data were derived.
 AA0190
 AA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH572273(NAD 83)
 AA0190_MARKER: DB = BENCH MARK DISK
 AA0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0190_SP_SET: NILES CHANNEL VIADUCT
 AA0190_STAMPING: NO 1 1937
 AA0190_MARK LOGO: CGS   
 AA0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0190
 AA0190  HISTORY     - Date     Condition        Report By
 AA0190  HISTORY     - 1937     MONUMENTED       CGS
 AA0190  HISTORY     - 1966     GOOD             NGS
 AA0190  HISTORY     - 1978     GOOD             NGS
 AA0190  HISTORY     - 1982     GOOD             FLDNR
 AA0190
 AA0190                          STATION DESCRIPTION
 AA0190
 AA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0190'23.4 MI SW FROM MARATHON.
 AA0190'ABOUT 23.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0190'OFFICE AT MARATHON, ON RAMROD KEY, SET ON THE TOP OF THE SOUTH
 AA0190'CONCRETE WING WALL AND AT THE EAST END OF NILES CHANNEL VIADUCT
 AA0190'(BRIDGE NO. 11 A), 68 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AA0190'51.2 FEET SOUTHEAST OF TIDAL BENCH MARK NO. 2, AND ABOUT 10 FEET
 AA0190'BELOW THE LEVEL OF THE HIGHWAY.
 AA0190
 AA0190                          STATION RECOVERY (1978)
 AA0190
 AA0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0190'RECOVERED IN GOOD CONDITION.
 AA0190
 AA0190                          STATION RECOVERY (1982)
 AA0190
 AA0190'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0191 ***********************************************************************
 AA0191  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0191  DESIGNATION -  872 4255 TIDAL 2
 AA0191  PID         -  AA0191
 AA0191  STATE/COUNTY-  FL/MONROE
 AA0191  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0191
 AA0191                         *CURRENT SURVEY CONTROL
 AA0191  ___________________________________________________________________
 AA0191* NAD 83(1986)-  24 39 35.     (N)    081 25 22.     (W)     SCALED    
 AA0191* NAVD 88     -         3.061  (meters)      10.04   (feet)  ADJUSTED  
 AA0191  ___________________________________________________________________
 AA0191  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 AA0191  DYNAMIC HT  -           3.056 (meters)      10.03  (feet)  COMP
 AA0191  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0191
 AA0191  VERT ORDER  -  FIRST     CLASS II
 AA0191
 AA0191.The horizontal coordinates were scaled from a topographic map and have
 AA0191.an estimated accuracy of +/- 6 seconds.
 AA0191
 AA0191.The orthometric height was determined by differential leveling
 AA0191.and adjusted by the National Geodetic Survey in June 1991..
 AA0191
 AA0191.This Tidal Bench Mark is designated as VM 6861
 AA0191.by the Center for Operational Oceanographic Products and Services.
 AA0191
 AA0191.The geoid height was determined by GEOID03.
 AA0191
 AA0191.The dynamic height is computed by dividing the NAVD 88
 AA0191.geopotential number by the normal gravity value computed on the
 AA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0191.degrees latitude (g = 980.6199 gals.).
 AA0191
 AA0191.The modeled gravity was interpolated from observed gravity values.
 AA0191
 AA0191;                    North         East    Units  Estimated Accuracy
 AA0191;SPC FL E     -    36,220.      157,210.      MT  (+/- 180 meters Scaled)
 AA0191
 AA0191                          SUPERSEDED SURVEY CONTROL
 AA0191
 AA0191  NGVD 29 (09/01/92)    3.479  (m)           11.41   (f) ADJUSTED    1 2
 AA0191
 AA0191.Superseded values are not recommended for survey control.
 AA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0191.See file dsdata.txt to determine how the superseded data were derived.
 AA0191
 AA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH572273(NAD 83)
 AA0191_MARKER: DJ = TIDAL STATION DISK
 AA0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0191_SP_SET: NILES CHANNEL VIADUCT
 AA0191_STAMPING: NO 2 1937
 AA0191_MARK LOGO: CGS   
 AA0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0191
 AA0191  HISTORY     - Date     Condition        Report By
 AA0191  HISTORY     - 1937     MONUMENTED       CGS
 AA0191  HISTORY     - 1966     GOOD             NGS
 AA0191  HISTORY     - 1978     GOOD             NGS
 AA0191  HISTORY     - 1982     GOOD             FLDNR
 AA0191
 AA0191                          STATION DESCRIPTION
 AA0191
 AA0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0191'23.4 MI SW FROM MARATHON.
 AA0191'ABOUT 23.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0191'OFFICE AT MARATHON, ON RAMROD KEY, SET ON THE TOP OF THE SOUTH
 AA0191'CONCRETE WING WALL AND AT THE EAST END OF NILES CHANNEL VIADUCT
 AA0191'(BRIDGE NO. 11A), 22.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 AA0191'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0191
 AA0191                          STATION RECOVERY (1978)
 AA0191
 AA0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0191'RECOVERED IN GOOD CONDITION.
 AA0191
 AA0191                          STATION RECOVERY (1982)
 AA0191
 AA0191'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0716 ***********************************************************************
 AA0716  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0716  DESIGNATION -  872 4264 F TIDAL
 AA0716  PID         -  AA0716
 AA0716  STATE/COUNTY-  FL/MONROE
 AA0716  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0716
 AA0716                         *CURRENT SURVEY CONTROL
 AA0716  ___________________________________________________________________
 AA0716* NAD 83(1986)-  24 42 22.     (N)    081 25 42.     (W)     SCALED    
 AA0716* NAVD 88     -         0.201  (meters)       0.66   (feet)  ADJUSTED  
 AA0716  ___________________________________________________________________
 AA0716  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0716  DYNAMIC HT  -           0.200 (meters)       0.66  (feet)  COMP
 AA0716  MODELED GRAV-     978,971.6   (mgal)                       NAVD 88
 AA0716
 AA0716  VERT ORDER  -  SECOND    CLASS I
 AA0716
 AA0716.The horizontal coordinates were scaled from a topographic map and have
 AA0716.an estimated accuracy of +/- 6 seconds.
 AA0716
 AA0716.The orthometric height was determined by differential leveling
 AA0716.and adjusted by the National Geodetic Survey in June 1991..
 AA0716
 AA0716.This Tidal Bench Mark is designated as VM 6875
 AA0716.by the Center for Operational Oceanographic Products and Services.
 AA0716
 AA0716.The geoid height was determined by GEOID03.
 AA0716
 AA0716.The dynamic height is computed by dividing the NAVD 88
 AA0716.geopotential number by the normal gravity value computed on the
 AA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0716.degrees latitude (g = 980.6199 gals.).
 AA0716
 AA0716.The modeled gravity was interpolated from observed gravity values.
 AA0716
 AA0716;                    North         East    Units  Estimated Accuracy
 AA0716;SPC FL E     -    41,360.      156,660.      MT  (+/- 180 meters Scaled)
 AA0716
 AA0716                          SUPERSEDED SURVEY CONTROL
 AA0716
 AA0716.No superseded survey control is available for this station.
 AA0716
 AA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH566324(NAD 83)
 AA0716_MARKER: DJ = TIDAL STATION DISK
 AA0716_SETTING: 66 = SET IN ROCK OUTCROP
 AA0716_SP_SET: ROCK OUTCROP
 AA0716_STAMPING: 4264 F 1982
 AA0716_MARK LOGO: NOS   
 AA0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0716+STABILITY: POSITION/ELEVATION WELL
 AA0716
 AA0716  HISTORY     - Date     Condition        Report By
 AA0716  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0716  HISTORY     - 19881231 GOOD             FLDNR
 AA0716
 AA0716                          STATION DESCRIPTION
 AA0716
 AA0716'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0716'7.6 MI NE FROM SUMMERLAND KEY.
 AA0716'THE MARK IS 3 FT BELOW ROAD.
 AA0716'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0716'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0716'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0716'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST AND
 AA0716'NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.  THE
 AA0716'MARK IS 0.1 MILE EAST OF THE ENTRANCE TO THE HOKE PROPERTY, 35.5 FEET
 AA0716'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 75.3 FEET NORTHEAST OF
 AA0716'POWER POLE MTK5-95-54, AND 164.5 FEET WEST-NORTHWEST OF POWER POLE
 AA0716'MTK5-95-53.
 AA0716
 AA0716                          STATION RECOVERY (1988)
 AA0716
 AA0716'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0716'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA0716'U.S. HIGHWAY 1 FOR 5.07 KM (3.15 MI) TO A PAVED ROAD LEADING NORTH
 AA0716'ON MIDDLE TORCH KEY, TURNAND GO NORTH AND WEST ON THE PAVED ROAD FOR
 AA0716'3.70 KM (2.30 MI) TO THE JUNCTION OF A PAVED ROAD LEADING WEST AND
 AA0716'NORTH TO BIG TORCH KEY.  TURN (RIGHT) AND GO WEST AND NORTH ON THIS
 AA0716'ROAD FOR 3.30 KM (2.05 MI) TO THE MARK.  THE MARK IS LOCATED 0.16 KM
 AA0716'(0.10 MI) EAST OF A FENCED IN AREA FOR A HOUSE, AND ABOUT 0.16 KM
 AA0716'(0.10 MI) EAST OF A CURVE IN THE ROAD TO THE NORTH.  LOCATED 50.14 M
 AA0716'(164.50 FT) WEST-NORTHWEST OF POWER POLE NUMBER MT K5-95-53, 22.95 M
 AA0716'(75.30 FT) NORTHEAST OF POWER POLE NUMBER MT K5-95-54, 10.82 M (35.50
 AA0716'FT) NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 57.91 M (189.99
 AA0716'FT) WEST OF TIDAL BENCH MARK 4264 G 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0720 ***********************************************************************
 AA0720  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0720  DESIGNATION -  872 4264 TIDAL 1
 AA0720  PID         -  AA0720
 AA0720  STATE/COUNTY-  FL/MONROE
 AA0720  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0720
 AA0720                         *CURRENT SURVEY CONTROL
 AA0720  ___________________________________________________________________
 AA0720* NAD 83(1986)-  24 42 21.     (N)    081 26 02.     (W)     SCALED    
 AA0720* NAVD 88     -         0.628  (meters)       2.06   (feet)  ADJUSTED  
 AA0720  ___________________________________________________________________
 AA0720  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0720  DYNAMIC HT  -           0.627 (meters)       2.06  (feet)  COMP
 AA0720  MODELED GRAV-     978,971.7   (mgal)                       NAVD 88
 AA0720
 AA0720  VERT ORDER  -  SECOND    CLASS I
 AA0720
 AA0720.The horizontal coordinates were scaled from a topographic map and have
 AA0720.an estimated accuracy of +/- 6 seconds.
 AA0720
 AA0720.The orthometric height was determined by differential leveling
 AA0720.and adjusted by the National Geodetic Survey in June 1991..
 AA0720
 AA0720.This Tidal Bench Mark is designated as VM 6870
 AA0720.by the Center for Operational Oceanographic Products and Services.
 AA0720
 AA0720.The geoid height was determined by GEOID03.
 AA0720
 AA0720.The dynamic height is computed by dividing the NAVD 88
 AA0720.geopotential number by the normal gravity value computed on the
 AA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0720.degrees latitude (g = 980.6199 gals.).
 AA0720
 AA0720.The modeled gravity was interpolated from observed gravity values.
 AA0720
 AA0720;                    North         East    Units  Estimated Accuracy
 AA0720;SPC FL E     -    41,330.      156,100.      MT  (+/- 180 meters Scaled)
 AA0720
 AA0720                          SUPERSEDED SURVEY CONTROL
 AA0720
 AA0720.No superseded survey control is available for this station.
 AA0720
 AA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH561324(NAD 83)
 AA0720_MARKER: DJ = TIDAL STATION DISK
 AA0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0720_SP_SET: CONCRETE POST
 AA0720_STAMPING: NO 1 1973
 AA0720_MARK LOGO: NOS   
 AA0720_PROJECTION: FLUSH
 AA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0720+STABILITY: SURFACE MOTION
 AA0720
 AA0720  HISTORY     - Date     Condition        Report By
 AA0720  HISTORY     - 1973     MONUMENTED       NOS
 AA0720  HISTORY     - 1982     GOOD             FLDNR
 AA0720
 AA0720                          STATION DESCRIPTION
 AA0720
 AA0720'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0720'7.6 MI NE FROM SUMMERLAND KEY.
 AA0720'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0720'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0720'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0720'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST
 AA0720'AND NORTH TO THE PROPERTY OF STANLEY HOKE AND THE MARK.  THE MARK
 AA0720'IS LOCATED AT THE NORTHWEST CORNER OF THE FILLED LAND WEST OF THE
 AA0720'HOKE RESIDENCE, 7.7 FEET EAST OF THE WEST EDGE OF THE FILL, AND 7.0
 AA0720'FEET SOUTH OF THE NORTH EDGE OF THE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0719 ***********************************************************************
 AA0719  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0719  DESIGNATION -  872 4264 TIDAL 2
 AA0719  PID         -  AA0719
 AA0719  STATE/COUNTY-  FL/MONROE
 AA0719  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0719
 AA0719                         *CURRENT SURVEY CONTROL
 AA0719  ___________________________________________________________________
 AA0719* NAD 83(1986)-  24 42 21.     (N)    081 26 00.     (W)     SCALED    
 AA0719* NAVD 88     -         0.522  (meters)       1.71   (feet)  ADJUSTED  
 AA0719  ___________________________________________________________________
 AA0719  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0719  DYNAMIC HT  -           0.521 (meters)       1.71  (feet)  COMP
 AA0719  MODELED GRAV-     978,971.6   (mgal)                       NAVD 88
 AA0719
 AA0719  VERT ORDER  -  SECOND    CLASS I
 AA0719
 AA0719.The horizontal coordinates were scaled from a topographic map and have
 AA0719.an estimated accuracy of +/- 6 seconds.
 AA0719
 AA0719.The orthometric height was determined by differential leveling
 AA0719.and adjusted by the National Geodetic Survey in June 1991..
 AA0719
 AA0719.This Tidal Bench Mark is designated as VM 6871
 AA0719.by the Center for Operational Oceanographic Products and Services.
 AA0719
 AA0719.The geoid height was determined by GEOID03.
 AA0719
 AA0719.The dynamic height is computed by dividing the NAVD 88
 AA0719.geopotential number by the normal gravity value computed on the
 AA0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0719.degrees latitude (g = 980.6199 gals.).
 AA0719
 AA0719.The modeled gravity was interpolated from observed gravity values.
 AA0719
 AA0719;                    North         East    Units  Estimated Accuracy
 AA0719;SPC FL E     -    41,330.      156,150.      MT  (+/- 180 meters Scaled)
 AA0719
 AA0719                          SUPERSEDED SURVEY CONTROL
 AA0719
 AA0719.No superseded survey control is available for this station.
 AA0719
 AA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH561324(NAD 83)
 AA0719_MARKER: DJ = TIDAL STATION DISK
 AA0719_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0719_SP_SET: COPPER-CLAD STEEL ROD
 AA0719_STAMPING: NO 2 1973
 AA0719_MARK LOGO: NOS   
 AA0719_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0719
 AA0719  HISTORY     - Date     Condition        Report By
 AA0719  HISTORY     - 1973     MONUMENTED       NOS
 AA0719  HISTORY     - 1982     GOOD             FLDNR
 AA0719  HISTORY     - 19881231 GOOD             FLDNR
 AA0719
 AA0719                          STATION DESCRIPTION
 AA0719
 AA0719'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0719'7.6 MI NE FROM SUMMERLAND KEY.
 AA0719'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0719'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0719'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0719'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST AND
 AA0719'NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.
 AA0719'THE MARK IS SET NEAR THE WEST EDGE OF THE FILLED LAND WEST OF THE
 AA0719'HOKE HOUSE, 11.6 FEET EAST OF THE WEST EDGE OF THE FILL AND 51.0
 AA0719'FEET SOUTH OF THE NORTH EDGE OF THE FILL.
 AA0719
 AA0719                          STATION RECOVERY (1988)
 AA0719
 AA0719'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0719'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA0719'U.S. HIGHWAY 1 FOR 5.07 KM (3.15 MI) TO A PAVED ROAD LEADING NORTH
 AA0719'ON MIDDLE TORCH KEY, TURNAND GO NORTH AND WEST ON THE PAVED ROAD FOR
 AA0719'3.70 KM (2.30 MI) TO THE JUNCTION OF A PAVED ROAD LEADING WEST AND
 AA0719'NORTH TO BIG TORCH KEY, TURN (RIGHT) AND GO WEST AND NORTH ON THIS
 AA0719'ROAD FOR 3.46 KM (2.15 MI) TO A FENCED IN AREA FOR A HOUSE, CONTINUE
 AA0719'WEST THROUGH THE GATE FOR 0.24 KM (0.15 MI) TO THE MARK, NEAR THE
 AA0719'WEST END OF THE FILLED LAND, WEST OF THE HOUSE.  LOCATED 15.54 M
 AA0719'(50.98 FT) SOUTH OF THE NORTH EDGE OF THE FILL, 3.35 M (10.99 FT)
 AA0719'EAST OF THE WEST EDGE OF THE FILL AND 52.18 M (171.19 FT)
 AA0719'WEST-NORTHWEST OF TIDE BENCH MARK NO 4 1973.  NOTE--THE MARK IS SET
 AA0719'ATOP A COPPER-CLAD STEEL ROD WITH A 0.30 M (0.98 FT) SQUARE CONCRETE
 AA0719'POST POURED AROUND THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0718 ***********************************************************************
 AA0718  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0718  DESIGNATION -  872 4264 TIDAL 4
 AA0718  PID         -  AA0718
 AA0718  STATE/COUNTY-  FL/MONROE
 AA0718  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0718
 AA0718                         *CURRENT SURVEY CONTROL
 AA0718  ___________________________________________________________________
 AA0718* NAD 83(1986)-  24 42 21.     (N)    081 25 57.     (W)     SCALED    
 AA0718* NAVD 88     -         0.498  (meters)       1.63   (feet)  ADJUSTED  
 AA0718  ___________________________________________________________________
 AA0718  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0718  DYNAMIC HT  -           0.498 (meters)       1.63  (feet)  COMP
 AA0718  MODELED GRAV-     978,971.6   (mgal)                       NAVD 88
 AA0718
 AA0718  VERT ORDER  -  SECOND    CLASS I
 AA0718
 AA0718.The horizontal coordinates were scaled from a topographic map and have
 AA0718.an estimated accuracy of +/- 6 seconds.
 AA0718
 AA0718.The orthometric height was determined by differential leveling
 AA0718.and adjusted by the National Geodetic Survey in June 1991..
 AA0718
 AA0718.This Tidal Bench Mark is designated as VM 6873
 AA0718.by the Center for Operational Oceanographic Products and Services.
 AA0718
 AA0718.The geoid height was determined by GEOID03.
 AA0718
 AA0718.The dynamic height is computed by dividing the NAVD 88
 AA0718.geopotential number by the normal gravity value computed on the
 AA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0718.degrees latitude (g = 980.6199 gals.).
 AA0718
 AA0718.The modeled gravity was interpolated from observed gravity values.
 AA0718
 AA0718;                    North         East    Units  Estimated Accuracy
 AA0718;SPC FL E     -    41,330.      156,240.      MT  (+/- 180 meters Scaled)
 AA0718
 AA0718                          SUPERSEDED SURVEY CONTROL
 AA0718
 AA0718.No superseded survey control is available for this station.
 AA0718
 AA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH562324(NAD 83)
 AA0718_MARKER: DJ = TIDAL STATION DISK
 AA0718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0718_SP_SET: COPPER-CLAD STEEL ROD
 AA0718_STAMPING: NO 4 1973
 AA0718_MARK LOGO: NOS   
 AA0718_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0718
 AA0718  HISTORY     - Date     Condition        Report By
 AA0718  HISTORY     - 1973     MONUMENTED       NOS
 AA0718  HISTORY     - 1982     GOOD             FLDNR
 AA0718  HISTORY     - 19881231 GOOD             FLDNR
 AA0718
 AA0718                          STATION DESCRIPTION
 AA0718
 AA0718'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0718'7.6 MI NE FROM SUMMERLAND KEY.
 AA0718'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0718'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0718'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0718'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST
 AA0718'AND NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.
 AA0718'THE MARK IS SET ON THE FILLED LAND SOUTHWEST OF THE HOKE HOUSE,
 AA0718'176.9 FEET EAST OF THE WEST EDGE OF THE FILL AND 6.6 FEET NORTH OF
 AA0718'THE NORTH EDGE OF THE CANAL.
 AA0718
 AA0718                          STATION RECOVERY (1988)
 AA0718
 AA0718'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0718'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA0718'U.S. HIGHWAY 1 FOR 5.07 KM (3.15 MI) TO A PAVED ROAD LEADING NORTH
 AA0718'ON MIDDLE TORCH KEY, TURNAND GO NORTH AND WEST ON THE PAVED ROAD FOR
 AA0718'3.70 KM (2.30 MI) TO THE JUNCTION OF A PAVED ROAD LEADING WEST AND
 AA0718'NORTH TO BIG TORCH KEY, TURNAND GO WEST AND NORTH ON THIS ROAD FOR
 AA0718'3.46 KM (2.15 MI) TO A FENCED IN AREA TO A HOUSE, CONTINUE WEST
 AA0718'THROUGH THE GATE FOR 0.24 KM (0.15 MI) TO THE MARK, ON THE SOUTH SIDE
 AA0718'OF THE FILL AREA AND SOUTHWEST OF THE HOUSE.  LOCATED 53.64 M (175.98
 AA0718'FT) EAST OF THE WEST EDGE OF THE FILL AREA, 2.01 M (6.59 FT) NORTH OF
 AA0718'THE SOUTH EDGE OF THE FILL AREA AT THE CANAL AND 52.18 M (171.19 FT)
 AA0718'EAST-SOUTHEAST OF TIDAL BENCH MARK NO 2 1973.  NOTE--THE MARK IS SET
 AA0718'ATOP A COPPER-CLAD STEEL ROD WITH A 0.30 M (0.98 FT) SQUARE CONCRETE
 AA0718'POST POURED AROUND THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0717 ***********************************************************************
 AA0717  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0717  DESIGNATION -  872 4264 TIDAL 5
 AA0717  PID         -  AA0717
 AA0717  STATE/COUNTY-  FL/MONROE
 AA0717  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0717
 AA0717                         *CURRENT SURVEY CONTROL
 AA0717  ___________________________________________________________________
 AA0717* NAD 83(1986)-  24 42 21.     (N)    081 25 53.     (W)     SCALED    
 AA0717* NAVD 88     -         0.528  (meters)       1.73   (feet)  ADJUSTED  
 AA0717  ___________________________________________________________________
 AA0717  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0717  DYNAMIC HT  -           0.527 (meters)       1.73  (feet)  COMP
 AA0717  MODELED GRAV-     978,971.6   (mgal)                       NAVD 88
 AA0717
 AA0717  VERT ORDER  -  SECOND    CLASS I
 AA0717
 AA0717.The horizontal coordinates were scaled from a topographic map and have
 AA0717.an estimated accuracy of +/- 6 seconds.
 AA0717
 AA0717.The orthometric height was determined by differential leveling
 AA0717.and adjusted by the National Geodetic Survey in June 1991..
 AA0717
 AA0717.This Tidal Bench Mark is designated as VM 6874
 AA0717.by the Center for Operational Oceanographic Products and Services.
 AA0717
 AA0717.The geoid height was determined by GEOID03.
 AA0717
 AA0717.The dynamic height is computed by dividing the NAVD 88
 AA0717.geopotential number by the normal gravity value computed on the
 AA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0717.degrees latitude (g = 980.6199 gals.).
 AA0717
 AA0717.The modeled gravity was interpolated from observed gravity values.
 AA0717
 AA0717;                    North         East    Units  Estimated Accuracy
 AA0717;SPC FL E     -    41,330.      156,350.      MT  (+/- 180 meters Scaled)
 AA0717
 AA0717                          SUPERSEDED SURVEY CONTROL
 AA0717
 AA0717.No superseded survey control is available for this station.
 AA0717
 AA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH563324(NAD 83)
 AA0717_MARKER: DJ = TIDAL STATION DISK
 AA0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0717_SP_SET: CONCRETE POST
 AA0717_STAMPING: NO 5 1973
 AA0717_MARK LOGO: NOS   
 AA0717_PROJECTION: FLUSH
 AA0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0717+STABILITY: SURFACE MOTION
 AA0717
 AA0717  HISTORY     - Date     Condition        Report By
 AA0717  HISTORY     - 1973     MONUMENTED       NOS
 AA0717  HISTORY     - 1982     GOOD             FLDNR
 AA0717
 AA0717                          STATION DESCRIPTION
 AA0717
 AA0717'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0717'7.6 MI NE FROM SUMMERLAND KEY.
 AA0717'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0717'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0717'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0717'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST AND
 AA0717'NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.
 AA0717'THE MARK IS SET ON FILLED LAND SOUTHWEST OF THE HOKE HOUSE, 296 FEET
 AA0717'EAST OF THE WEST EDGE OF THE FILL, 6.0 FEET NORTH OF THE CANAL, AND
 AA0717'30.5 FEET SOUTH OF THE HOKES DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0966 ***********************************************************************
 AA0966  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0966  DESIGNATION -  872 4266 TIDAL 1
 AA0966  PID         -  AA0966
 AA0966  STATE/COUNTY-  FL/MONROE
 AA0966  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0966
 AA0966                         *CURRENT SURVEY CONTROL
 AA0966  ___________________________________________________________________
 AA0966* NAD 83(1986)-  24 39 08.     (N)    081 26 05.     (W)     SCALED    
 AA0966* NAVD 88     -         0.224  (meters)       0.73   (feet)  ADJUSTED  
 AA0966  ___________________________________________________________________
 AA0966  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AA0966  DYNAMIC HT  -           0.224 (meters)       0.73  (feet)  COMP
 AA0966  MODELED GRAV-     978,966.8   (mgal)                       NAVD 88
 AA0966
 AA0966  VERT ORDER  -  SECOND    CLASS I
 AA0966
 AA0966.The horizontal coordinates were scaled from a topographic map and have
 AA0966.an estimated accuracy of +/- 6 seconds.
 AA0966
 AA0966.The orthometric height was determined by differential leveling
 AA0966.and adjusted by the National Geodetic Survey in June 1991..
 AA0966
 AA0966.This Tidal Bench Mark is designated as VM 6876
 AA0966.by the Center for Operational Oceanographic Products and Services.
 AA0966
 AA0966.The geoid height was determined by GEOID03.
 AA0966
 AA0966.The dynamic height is computed by dividing the NAVD 88
 AA0966.geopotential number by the normal gravity value computed on the
 AA0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0966.degrees latitude (g = 980.6199 gals.).
 AA0966
 AA0966.The modeled gravity was interpolated from observed gravity values.
 AA0966
 AA0966;                    North         East    Units  Estimated Accuracy
 AA0966;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0966
 AA0966                          SUPERSEDED SURVEY CONTROL
 AA0966
 AA0966.No superseded survey control is available for this station.
 AA0966
 AA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0966_MARKER: DJ = TIDAL STATION DISK
 AA0966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0966_SP_SET: CONCRETE WALK
 AA0966_STAMPING: NO 1 1974
 AA0966_MARK LOGO: NOS   
 AA0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0966
 AA0966  HISTORY     - Date     Condition        Report By
 AA0966  HISTORY     - 1974     MONUMENTED       NOS
 AA0966  HISTORY     - 1982     GOOD             FLDNR
 AA0966
 AA0966                          STATION DESCRIPTION
 AA0966
 AA0966'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0966'1.3 MI SE FROM SUMMERLAND KEY.
 AA0966'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0966'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0966'SOUTHERLY ON EAST SHORE DRIVE TO THE MARTINEZ RESIDENCE
 AA0966'AND THE MARK.  THE MARK IS AT THE EAST EDGE OF THE PROPERTY
 AA0966'NEAR THE DOCK, 38 FEET SOUTH OF A UTILITY POLE, AND 139
 AA0966'FEET SOUTHEAST OF TIDAL BENCH MARK NO 2 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0967 ***********************************************************************
 AA0967  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0967  DESIGNATION -  872 4266 TIDAL 2
 AA0967  PID         -  AA0967
 AA0967  STATE/COUNTY-  FL/MONROE
 AA0967  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0967
 AA0967                         *CURRENT SURVEY CONTROL
 AA0967  ___________________________________________________________________
 AA0967* NAD 83(1986)-  24 39 08.     (N)    081 26 05.     (W)     SCALED    
 AA0967* NAVD 88     -         0.024  (meters)       0.08   (feet)  ADJUSTED  
 AA0967  ___________________________________________________________________
 AA0967  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AA0967  DYNAMIC HT  -           0.024 (meters)       0.08  (feet)  COMP
 AA0967  MODELED GRAV-     978,966.8   (mgal)                       NAVD 88
 AA0967
 AA0967  VERT ORDER  -  SECOND    CLASS I
 AA0967
 AA0967.The horizontal coordinates were scaled from a topographic map and have
 AA0967.an estimated accuracy of +/- 6 seconds.
 AA0967
 AA0967.The orthometric height was determined by differential leveling
 AA0967.and adjusted by the National Geodetic Survey in June 1991..
 AA0967
 AA0967.This Tidal Bench Mark is designated as VM 6877
 AA0967.by the Center for Operational Oceanographic Products and Services.
 AA0967
 AA0967.The geoid height was determined by GEOID03.
 AA0967
 AA0967.The dynamic height is computed by dividing the NAVD 88
 AA0967.geopotential number by the normal gravity value computed on the
 AA0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0967.degrees latitude (g = 980.6199 gals.).
 AA0967
 AA0967.The modeled gravity was interpolated from observed gravity values.
 AA0967
 AA0967;                    North         East    Units  Estimated Accuracy
 AA0967;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0967
 AA0967                          SUPERSEDED SURVEY CONTROL
 AA0967
 AA0967.No superseded survey control is available for this station.
 AA0967
 AA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0967_MARKER: DJ = TIDAL STATION DISK
 AA0967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0967_SP_SET: CONCRETE SEAWALL
 AA0967_STAMPING: NO 2 1974
 AA0967_MARK LOGO: NOS   
 AA0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0967+STABILITY: SURFACE MOTION
 AA0967
 AA0967  HISTORY     - Date     Condition        Report By
 AA0967  HISTORY     - 1974     MONUMENTED       NOS
 AA0967  HISTORY     - 1982     GOOD             FLDNR
 AA0967
 AA0967                          STATION DESCRIPTION
 AA0967
 AA0967'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0967'1.3 MI SE FROM SUMMERLAND KEY.
 AA0967'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0967'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0967'SOUTHERLY ON EAST SHORE DRIVE TO THE MARTINEZ RESIDENCE
 AA0967'AND THE MARK.  THE MARK IS SET IN THE SOUTH SEAWALL OF
 AA0967'THE BOAT SLIP AT THE NORTH SIDE OF THE PROPERTY, 2 FEET
 AA0967'SOUTH OF THE EDGE OF A CANAL, 1 FOOT WEST OF THE EAST
 AA0967'END OF THE BOAT SLIP, AND 139 FEET NORTHWEST OF TIDAL
 AA0967'BENCH MARK NO 1 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0968 ***********************************************************************
 AA0968  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0968  DESIGNATION -  872 4266 TIDAL 3
 AA0968  PID         -  AA0968
 AA0968  STATE/COUNTY-  FL/MONROE
 AA0968  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0968
 AA0968                         *CURRENT SURVEY CONTROL
 AA0968  ___________________________________________________________________
 AA0968* NAD 83(1986)-  24 39 08.     (N)    081 26 05.     (W)     SCALED    
 AA0968* NAVD 88     -         0.935  (meters)       3.07   (feet)  ADJUSTED  
 AA0968  ___________________________________________________________________
 AA0968  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AA0968  DYNAMIC HT  -           0.933 (meters)       3.06  (feet)  COMP
 AA0968  MODELED GRAV-     978,966.8   (mgal)                       NAVD 88
 AA0968
 AA0968  VERT ORDER  -  SECOND    CLASS I
 AA0968
 AA0968.The horizontal coordinates were scaled from a topographic map and have
 AA0968.an estimated accuracy of +/- 6 seconds.
 AA0968
 AA0968.The orthometric height was determined by differential leveling
 AA0968.and adjusted by the National Geodetic Survey in June 1991..
 AA0968
 AA0968.This Tidal Bench Mark is designated as VM 6878
 AA0968.by the Center for Operational Oceanographic Products and Services.
 AA0968
 AA0968.The geoid height was determined by GEOID03.
 AA0968
 AA0968.The dynamic height is computed by dividing the NAVD 88
 AA0968.geopotential number by the normal gravity value computed on the
 AA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0968.degrees latitude (g = 980.6199 gals.).
 AA0968
 AA0968.The modeled gravity was interpolated from observed gravity values.
 AA0968
 AA0968;                    North         East    Units  Estimated Accuracy
 AA0968;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0968
 AA0968                          SUPERSEDED SURVEY CONTROL
 AA0968
 AA0968.No superseded survey control is available for this station.
 AA0968
 AA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0968_MARKER: DJ = TIDAL STATION DISK
 AA0968_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0968+WITH SETTING: PAVEMENT
 AA0968_SP_SET: CONCRETE PATIO
 AA0968_STAMPING: NO 3 1974
 AA0968_MARK LOGO: NOS   
 AA0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0968+STABILITY: SURFACE MOTION
 AA0968
 AA0968  HISTORY     - Date     Condition        Report By
 AA0968  HISTORY     - 1974     MONUMENTED       NOS
 AA0968  HISTORY     - 1982     GOOD             FLDNR
 AA0968
 AA0968                          STATION DESCRIPTION
 AA0968
 AA0968'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0968'1.3 MI SE FROM SUMMERLAND KEY.
 AA0968'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0968'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0968'SOUTHERLY ON EAST SHORE DRIVE TO THE MARTINEZ RESIDENCE
 AA0968'AND THE MARK.  THE MARK IS SET IN THE PATIO BESIDE THE
 AA0968'STEPS AT THE NORTHEAST CORNER OF THE HOUSE, 0.5 FOOT EAST
 AA0968'OF THE EAST EDGE OF THE STEPS, AND 145 FEET WEST OF TIDAL
 AA0968'BENCH MARK NO 2 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0970 ***********************************************************************
 AA0970  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0970  DESIGNATION -  872 4266 TIDAL 4
 AA0970  PID         -  AA0970
 AA0970  STATE/COUNTY-  FL/MONROE
 AA0970  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0970
 AA0970                         *CURRENT SURVEY CONTROL
 AA0970  ___________________________________________________________________
 AA0970* NAD 83(1986)-  24 39 08.     (N)    081 26 05.     (W)     SCALED    
 AA0970* NAVD 88     -         0.644  (meters)       2.11   (feet)  ADJUSTED  
 AA0970  ___________________________________________________________________
 AA0970  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AA0970  DYNAMIC HT  -           0.643 (meters)       2.11  (feet)  COMP
 AA0970  MODELED GRAV-     978,966.8   (mgal)                       NAVD 88
 AA0970
 AA0970  VERT ORDER  -  SECOND    CLASS I
 AA0970
 AA0970.The horizontal coordinates were scaled from a topographic map and have
 AA0970.an estimated accuracy of +/- 6 seconds.
 AA0970
 AA0970.The orthometric height was determined by differential leveling
 AA0970.and adjusted by the National Geodetic Survey in June 1991..
 AA0970
 AA0970.This Tidal Bench Mark is designated as VM 6879
 AA0970.by the Center for Operational Oceanographic Products and Services.
 AA0970
 AA0970.The geoid height was determined by GEOID03.
 AA0970
 AA0970.The dynamic height is computed by dividing the NAVD 88
 AA0970.geopotential number by the normal gravity value computed on the
 AA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0970.degrees latitude (g = 980.6199 gals.).
 AA0970
 AA0970.The modeled gravity was interpolated from observed gravity values.
 AA0970
 AA0970;                    North         East    Units  Estimated Accuracy
 AA0970;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0970
 AA0970                          SUPERSEDED SURVEY CONTROL
 AA0970
 AA0970.No superseded survey control is available for this station.
 AA0970
 AA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0970_MARKER: DJ = TIDAL STATION DISK
 AA0970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0970_SP_SET: CONCRETE SEAWALL
 AA0970_STAMPING: NO 4 1974
 AA0970_MARK LOGO: NOS   
 AA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0970+STABILITY: SURFACE MOTION
 AA0970
 AA0970  HISTORY     - Date     Condition        Report By
 AA0970  HISTORY     - 1974     MONUMENTED       NOS
 AA0970  HISTORY     - 1982     GOOD             FLDNR
 AA0970
 AA0970                          STATION DESCRIPTION
 AA0970
 AA0970'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0970'1.3 MI SE FROM SUMMERLAND KEY.
 AA0970'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0970'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0970'SOUTHERLY ON EAST SHORE DRIVE TO THE HOUSER RESIDENCE
 AA0970'AND THE MARK.  THE MARK IS SET ON THE EAST SIDE OF THE
 AA0970'HOUSER RESIDENCE IN THE SEAWALL-PATIO, 2 FEET NORTH OF
 AA0970'THE SOUTH EDGE OF THE PATIO, 1 FOOT WEST OF THE EAST EDGE
 AA0970'OF THE SEAWALL, AND 29 FEET NORTH OF TIDAL BENCH MARK NO
 AA0970'2 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0969 ***********************************************************************
 AA0969  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0969  DESIGNATION -  872 4266 TIDAL 5
 AA0969  PID         -  AA0969
 AA0969  STATE/COUNTY-  FL/MONROE
 AA0969  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0969
 AA0969                         *CURRENT SURVEY CONTROL
 AA0969  ___________________________________________________________________
 AA0969* NAD 83(1986)-  24 39 08.     (N)    081 26 05.     (W)     SCALED    
 AA0969* NAVD 88     -         0.306  (meters)       1.00   (feet)  ADJUSTED  
 AA0969  ___________________________________________________________________
 AA0969  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AA0969  DYNAMIC HT  -           0.306 (meters)       1.00  (feet)  COMP
 AA0969  MODELED GRAV-     978,966.8   (mgal)                       NAVD 88
 AA0969
 AA0969  VERT ORDER  -  SECOND    CLASS I
 AA0969
 AA0969.The horizontal coordinates were scaled from a topographic map and have
 AA0969.an estimated accuracy of +/- 6 seconds.
 AA0969
 AA0969.The orthometric height was determined by differential leveling
 AA0969.and adjusted by the National Geodetic Survey in June 1991..
 AA0969
 AA0969.This Tidal Bench Mark is designated as VM 6880
 AA0969.by the Center for Operational Oceanographic Products and Services.
 AA0969
 AA0969.The geoid height was determined by GEOID03.
 AA0969
 AA0969.The dynamic height is computed by dividing the NAVD 88
 AA0969.geopotential number by the normal gravity value computed on the
 AA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0969.degrees latitude (g = 980.6199 gals.).
 AA0969
 AA0969.The modeled gravity was interpolated from observed gravity values.
 AA0969
 AA0969;                    North         East    Units  Estimated Accuracy
 AA0969;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0969
 AA0969                          SUPERSEDED SURVEY CONTROL
 AA0969
 AA0969.No superseded survey control is available for this station.
 AA0969
 AA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0969_MARKER: DJ = TIDAL STATION DISK
 AA0969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0969_SP_SET: CONCRETE FOOTING
 AA0969_STAMPING: NO 5 1974
 AA0969_MARK LOGO: NOS   
 AA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0969+STABILITY: SURFACE MOTION
 AA0969
 AA0969  HISTORY     - Date     Condition        Report By
 AA0969  HISTORY     - 1974     MONUMENTED       NOS
 AA0969  HISTORY     - 1982     GOOD             FLDNR
 AA0969
 AA0969                          STATION DESCRIPTION
 AA0969
 AA0969'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0969'1.3 MI SE FROM SUMMERLAND KEY.
 AA0969'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0969'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8
 AA0969'MILE SOUTHERLY ON EAST SHORE DRIVE TO THE HOUSER
 AA0969'RESIDENCE AND THE MARK.  THE MARK IS SET IN THE FOOTING
 AA0969'FOR THE COVERED BOAT SLIP, 14.5 FEET EAST OF THE WEST
 AA0969'END OF THE BOAT SLIP, AND 127 FEET NORTHWEST OF TIDAL
 AA0969'BENCH MARK NO 4 1974.
 AA0969'THE MARK IS 3 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0972 ***********************************************************************
 AA0972  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0972  DESIGNATION -  872 4267 E TIDAL
 AA0972  PID         -  AA0972
 AA0972  STATE/COUNTY-  FL/MONROE
 AA0972  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0972
 AA0972                         *CURRENT SURVEY CONTROL
 AA0972  ___________________________________________________________________
 AA0972* NAD 83(1986)-  24 39 38.     (N)    081 26 11.     (W)     SCALED    
 AA0972* NAVD 88     -         5.242  (meters)      17.20   (feet)  ADJUSTED  
 AA0972  ___________________________________________________________________
 AA0972  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0972  DYNAMIC HT  -           5.234 (meters)      17.17  (feet)  COMP
 AA0972  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0972
 AA0972  VERT ORDER  -  FIRST     CLASS II
 AA0972
 AA0972.The horizontal coordinates were scaled from a topographic map and have
 AA0972.an estimated accuracy of +/- 6 seconds.
 AA0972
 AA0972.The orthometric height was determined by differential leveling
 AA0972.and adjusted by the National Geodetic Survey in May 1994..
 AA0972
 AA0972.This Tidal Bench Mark is designated as VM 6884
 AA0972.by the Center for Operational Oceanographic Products and Services.
 AA0972
 AA0972.The geoid height was determined by GEOID03.
 AA0972
 AA0972.The dynamic height is computed by dividing the NAVD 88
 AA0972.geopotential number by the normal gravity value computed on the
 AA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0972.degrees latitude (g = 980.6199 gals.).
 AA0972
 AA0972.The modeled gravity was interpolated from observed gravity values.
 AA0972
 AA0972;                    North         East    Units  Estimated Accuracy
 AA0972;SPC FL E     -    36,310.      155,830.      MT  (+/- 180 meters Scaled)
 AA0972
 AA0972                          SUPERSEDED SURVEY CONTROL
 AA0972
 AA0972  NAVD 88 (06/15/91)    5.249  (m)           17.22   (f) UNKNOWN     1 2
 AA0972  NGVD 29 (09/01/92)    5.661  (m)           18.57   (f) ADJUSTED    1 2
 AA0972
 AA0972.Superseded values are not recommended for survey control.
 AA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0972.See file dsdata.txt to determine how the superseded data were derived.
 AA0972
 AA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH558274(NAD 83)
 AA0972_MARKER: DJ = TIDAL STATION DISK
 AA0972_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0972_SP_SET: CONCRETE GUARDRAIL
 AA0972_STAMPING: 4267 E 1982
 AA0972_MARK LOGO: NOS   
 AA0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0972+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 AA0972
 AA0972  HISTORY     - Date     Condition        Report By
 AA0972  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0972  HISTORY     - 19900926 GOOD             FLDNR
 AA0972  HISTORY     - 20010717 GOOD             USPSQD
 AA0972
 AA0972                          STATION DESCRIPTION
 AA0972
 AA0972'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0972'0.6 MI EAST FROM SUMMERLAND KEY.
 AA0972'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.6 MILE
 AA0972'EAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0972'OVER NILES CHANNEL AND THE MARK.  THE MARK IS SET FLUSH
 AA0972'IN THE TOP OF THE CONCRETE GUARDRAIL OF THE NEW BRIDGE.
 AA0972'THE MARK BEARS 19.2 FEET SOUTH OF THE CENTERLINE OF THE
 AA0972'BRIDGE AND 5.4 FEET EAST OF THE SOUTHWEST END OF THE
 AA0972'CONCRETE GUARDRAIL.
 AA0972'THE MARK IS 3 FT ABOVE ROAD.
 AA0972
 AA0972                          STATION RECOVERY (1990)
 AA0972
 AA0972'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0972'RECOVERED IN GOOD CONDITION.
 AA0972
 AA0972                          STATION RECOVERY (2001)
 AA0972
 AA0972'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0973 ***********************************************************************
 AA0973  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0973  DESIGNATION -  872 4267 F TIDAL
 AA0973  PID         -  AA0973
 AA0973  STATE/COUNTY-  FL/MONROE
 AA0973  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0973
 AA0973                         *CURRENT SURVEY CONTROL
 AA0973  ___________________________________________________________________
 AA0973* NAD 83(1986)-  24 39 38.     (N)    081 26 11.     (W)     SCALED    
 AA0973* NAVD 88     -         5.232  (meters)      17.17   (feet)  ADJUSTED  
 AA0973  ___________________________________________________________________
 AA0973  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0973  DYNAMIC HT  -           5.223 (meters)      17.14  (feet)  COMP
 AA0973  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0973
 AA0973  VERT ORDER  -  SECOND    CLASS I
 AA0973
 AA0973.The horizontal coordinates were scaled from a topographic map and have
 AA0973.an estimated accuracy of +/- 6 seconds.
 AA0973
 AA0973.The orthometric height was determined by differential leveling
 AA0973.and adjusted by the National Geodetic Survey in June 1991..
 AA0973
 AA0973.This Tidal Bench Mark is designated as VM 6885
 AA0973.by the Center for Operational Oceanographic Products and Services.
 AA0973
 AA0973.The geoid height was determined by GEOID03.
 AA0973
 AA0973.The dynamic height is computed by dividing the NAVD 88
 AA0973.geopotential number by the normal gravity value computed on the
 AA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0973.degrees latitude (g = 980.6199 gals.).
 AA0973
 AA0973.The modeled gravity was interpolated from observed gravity values.
 AA0973
 AA0973;                    North         East    Units  Estimated Accuracy
 AA0973;SPC FL E     -    36,310.      155,830.      MT  (+/- 180 meters Scaled)
 AA0973
 AA0973                          SUPERSEDED SURVEY CONTROL
 AA0973
 AA0973.No superseded survey control is available for this station.
 AA0973
 AA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH558274(NAD 83)
 AA0973_MARKER: DJ = TIDAL STATION DISK
 AA0973_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0973_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0973_STAMPING: 4267 F 1982
 AA0973_MARK LOGO: NOS   
 AA0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0973+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 AA0973
 AA0973  HISTORY     - Date     Condition        Report By
 AA0973  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0973  HISTORY     - 19881231 GOOD             FLDNR
 AA0973  HISTORY     - 20010717 GOOD             USPSQD
 AA0973
 AA0973                          STATION DESCRIPTION
 AA0973
 AA0973'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0973'0.6 MI EAST FROM SUMMERLAND KEY.
 AA0973'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.6 MILE
 AA0973'EAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0973'OVER NILES CHANNEL AND THE MARK.  THE MARK IS SET FLUSH
 AA0973'IN THE TOP OF THE CONCRETE GUARDRAIL OF THE NEW BRIDGE.
 AA0973'THE MARK BEARS 19.6 FEET NORTH OF THE CENTERLINE OF THE
 AA0973'BRIDGE AND 6.3 FEET EAST OF THE NORTHWEST END OF THE
 AA0973'CONCRETE GUARDRAIL.
 AA0973'THE MARK IS 3 FT ABOVE ROAD.
 AA0973
 AA0973                          STATION RECOVERY (1988)
 AA0973
 AA0973'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0973'RECOVERED IN GOOD CONDITION.
 AA0973
 AA0973                          STATION RECOVERY (2001)
 AA0973
 AA0973'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0971 ***********************************************************************
 AA0971  CBN         -  This is a Cooperative Base Network Control Station.
 AA0971  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0971  DESIGNATION -  872 4267 TIDAL 2
 AA0971  PID         -  AA0971
 AA0971  STATE/COUNTY-  FL/MONROE
 AA0971  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0971
 AA0971                         *CURRENT SURVEY CONTROL
 AA0971  ___________________________________________________________________
 AA0971* NAD 83(1999)-  24 39 38.94516(N)    081 26 10.83178(W)     ADJUSTED  
 AA0971* NAVD 88     -         4.138  (meters)      13.58   (feet)  ADJUSTED  
 AA0971  ___________________________________________________________________
 AA0971  X           -     863,633.870 (meters)                     COMP
 AA0971  Y           -  -5,735,113.996 (meters)                     COMP
 AA0971  Z           -   2,644,969.134 (meters)                     COMP
 AA0971  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AA0971  ELLIP HEIGHT-         -17.65  (meters)          (05/31/01) GPS OBS
 AA0971  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0971  DYNAMIC HT  -           4.131 (meters)      13.55  (feet)  COMP
 AA0971  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0971
 AA0971  HORZ ORDER  -  B
 AA0971  VERT ORDER  -  SECOND    CLASS I
 AA0971  ELLP ORDER  -  FIFTH     CLASS I
 AA0971
 AA0971.The horizontal coordinates were established by GPS observations
 AA0971.and adjusted by the National Geodetic Survey in May 2001..
 AA0971
 AA0971.The orthometric height was determined by differential leveling
 AA0971.and adjusted by the National Geodetic Survey in June 1991..
 AA0971.WARNING-GPS observations at this control monument resulted in a GPS
 AA0971.derived orthometric height which differed from the leveled height by
 AA0971.more than one decimeter (0.1 meter).
 AA0971
 AA0971.This Tidal Bench Mark is designated as VM 6882
 AA0971.by the Center for Operational Oceanographic Products and Services.
 AA0971
 AA0971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0971
 AA0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0971
 AA0971.The ellipsoidal height was determined by GPS observations
 AA0971.and is referenced to NAD 83.
 AA0971
 AA0971.The geoid height was determined by GEOID03.
 AA0971
 AA0971.The dynamic height is computed by dividing the NAVD 88
 AA0971.geopotential number by the normal gravity value computed on the
 AA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0971.degrees latitude (g = 980.6199 gals.).
 AA0971
 AA0971.The modeled gravity was interpolated from observed gravity values.
 AA0971
 AA0971;                    North         East     Units Scale Factor Converg.
 AA0971;SPC FL E     -    36,342.038   155,833.383   MT  0.99996526   -0 10 55.4
 AA0971;SPC FL E     -   119,232.17    511,263.36   sFT  0.99996526   -0 10 55.4
 AA0971;UTM  17      - 2,727,461.620   455,848.452   MT  0.99962407   -0 10 55.4
 AA0971
 AA0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0971!SPC FL E     -   1.00000277  x   0.99996526  =   0.99996803
 AA0971!UTM  17      -   1.00000277  x   0.99962407  =   0.99962684
 AA0971
 AA0971:                Primary Azimuth Mark                     Grid Az
 AA0971:SPC FL E     -  872 4255 F TIDAL                         093 14 18.4
 AA0971:UTM  17      -  872 4255 F TIDAL                         093 14 18.4
 AA0971
 AA0971|---------------------------------------------------------------------|
 AA0971| PID    Reference Object                     Distance      Geod. Az  |
 AA0971|                                                           dddmmss.s |
 AA0971| AA1012 872 4255 F TIDAL                    APPROX. 1.4 KM 0930323.0 |
 AA0971|---------------------------------------------------------------------|
 AA0971
 AA0971                          SUPERSEDED SURVEY CONTROL
 AA0971
 AA0971  ELLIP H (06/02/94)  -17.62   (m)                       GP(       ) 3 1
 AA0971  NAD 83(1990)-  24 39 38.94282(N)    081 26 10.83283(W) AD(       ) B
 AA0971  ELLIP H (09/13/90)  -17.65   (m)                       GP(       ) 4 1
 AA0971  NAVD 88 (07/31/95)    4.14   (m)           13.6    (f) LEVELING    3  
 AA0971  NGVD 29 (09/13/90)    4.55   (m)           14.9    (f) LEVELING    3  
 AA0971
 AA0971.Superseded values are not recommended for survey control.
 AA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0971.See file dsdata.txt to determine how the superseded data were derived.
 AA0971
 AA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH5584827462(NAD 83)
 AA0971_MARKER: DJ = TIDAL STATION DISK
 AA0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0971_SP_SET: CONCRETE FOOTING OF A BRIDGE.
 AA0971_STAMPING: NO. 2 1975
 AA0971_MARK LOGO: NOS   
 AA0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0971+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 AA0971
 AA0971  HISTORY     - Date     Condition        Report By
 AA0971  HISTORY     - 1975     MONUMENTED       NOS
 AA0971  HISTORY     - 1982     GOOD             FLDNR
 AA0971  HISTORY     - 19881231 GOOD             FLDNR
 AA0971  HISTORY     - 1989     GOOD             NGS
 AA0971  HISTORY     - 19911220 GOOD             NOS
 AA0971  HISTORY     - 19930215 GOOD             NGS
 AA0971  HISTORY     - 19940216 GOOD             KEISCH
 AA0971  HISTORY     - 20010717 GOOD             USPSQD
 AA0971
 AA0971                          STATION DESCRIPTION
 AA0971
 AA0971'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0971'0.6 MI EAST FROM SUMMERLAND KEY.
 AA0971'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.6 MILE
 AA0971'EAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0971'OVER NILES CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0971'BASE OF THE GUARDRAIL AT THE SOUTHWEST CORNER OF THE OLD
 AA0971'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, AND IS 17
 AA0971'FEET SOUTH OF THE CENTERLINE OF THE OLD BRIDGE.
 AA0971
 AA0971                          STATION RECOVERY (1988)
 AA0971
 AA0971'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0971'RECOVERED IN GOOD CONDITION.
 AA0971
 AA0971                          STATION RECOVERY (1989)
 AA0971
 AA0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA0971'THE STATION IS LOCATED ON THE EAST END OF SUMMERLAND KEY, IN SECTION
 AA0971'26, T 66 S, R 28 E.
 AA0971'TO REACH THE STATION FROM THE WEST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0971'OVER NILES CHANNEL AT THE EAST END OF SUMMERLAND KEY, WALK SOUTH TO
 AA0971'THE OLD HIGHWAY 1 BRIDGE AND THE STATION.
 AA0971'THE STATION IS SET IN THE BASE OF GUARDRAIL AT THE SOUTHWEST CORNER OF
 AA0971'OLD BRIDGE.  LOCATED 5.18 M (17.0 FT) SOUTH FROM THE CENTERLINE OF OLD
 AA0971'BRIDGE.
 AA0971'DESCRIBED BY R.L. MALLOY.
 AA0971
 AA0971                          STATION RECOVERY (1991)
 AA0971
 AA0971'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AA0971'THE STATION IS LOCATED ON THE EAST END OF SUMMERLAND KEY.
 AA0971'TO REACH
 AA0971'FROM THE WEST END OF THE U.S. HIGHWAY 1 BRIDGE OVER NILES CHANNEL AT
 AA0971'THE EAST END OF SUMMERLAND KEY, WALK SOUTH TO THE OLD HIGHWAY 1 BRIDGE
 AA0971'AND THE STATION AS DESCRIBED.
 AA0971'THE STATION IS SET IN THE BASE OF A
 AA0971'GUARDRAIL AT THE SOUTHWEST CORNER OF THE OLD BRIDGE, 17.0 FT (5.18 M)
 AA0971'SOUTH FROM THE CENTERLINE OF OLD BRIDGE, 2.33 M (7.64 FT) WEST OF
 AA0971'SOUTH EAST CORNER OF SOUTH ABUTMENT, 0.24 M (0.79 FT) NORTH EAST OF
 AA0971'SOUTHWEST CORNER OF SOUTH ABUTMENT. THE DISK IS A STANDARD NOS TIDAL
 AA0971'BM STAMPED NO 2 1975
 AA0971
 AA0971                          STATION RECOVERY (1993)
 AA0971
 AA0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA0971'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) EAST-NORTHEAST OF KEY
 AA0971'WEST, ON SUMMERLAND KEY, ON THE SOUTHWEST END OF THE NILES CHANNEL
 AA0971'BRIDGE (OLD BRIDGE).
 AA0971'TO REACH THE STATION FROM MILEPOST 25 ON SUMMERLAND KEY, GO NORTHEAST
 AA0971'ON U.S. HIGHWAY 1 FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT
 AA0971'IN THE SOUTHWEST CORNER OF THE ABUTMENT OF THE OLD BRIDGE.
 AA0971'STATION IS SET FLUSH IN THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE
 AA0971'BRIDGE ABUTMENT OF THE OLD U.S. HIGHWAY 1 BRIDGE.  LOCATED 5.3 M
 AA0971'(17.4 FT) SOUTH OF THE CENTERLINE OF THE BRIDGE, AND 1.52 M
 AA0971'(4.99 FT) SOUTHWEST OF SIGN BRIDGE CLOSED.
 AA0971
 AA0971                          STATION RECOVERY (1994)
 AA0971
 AA0971'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (RTS)
 AA0971'THE STATION IS LOCATED ON THE EAST END OF SUMERLAND KEY ON THE OLD
 AA0971'U.S. 1 BRIDGE IN MONROE COUNTY, FLORIDA. TO REACH THE STATION FROM THE
 AA0971'POST OFFICE ON BIG PINE KEY, GO WEST ON U.S. 1 FOR 4.75 MI (7.64 KM)
 AA0971'TO THE WEST SIDE OF NILES CHANNEL AND THE STATION ON THE OLD BRIDGE.
 AA0971'THE STATION LIES .35 MI (0.56 KM) EAST OF MILE MARKER 25, 50 FT (15.2
 AA0971'M) EAST OF THE END OF THE ASPHALT, 20 FT (6.1 M) SOUTH OF THE
 AA0971'CENTERLINE OF THE OLD BRIDGE, AND 5.1 FT (1.6 M) SOUTH OF A CAROSONITE
 AA0971'WITNESS POST.
 AA0971' 
 AA0971'THE STATION IS A NATIONAL OCEAN SERVICE DISC, SET IN THE CONCRETE
 AA0971'FOOTING OF A BRIDGE NEXT TO A GUARDRAIL, STAMPED "NO 2 1975."
 AA0971'REFERENCES-- FOUND A NOS BENCHMARK DISC SET IN A CONCRETE GUARDRAIL,
 AA0971'STAMPED "4267 E 1982," MAGNETIC AZIMUTH OF 322 DEGREES AT 64.80 FT
 AA0971'(19.75 M) . FOUND A USCGS BENCHMARK DISC SET IN A CONCRETE SEAWALL,
 AA0971'STAMPING HAS BEEN X-ED OUT, MAGNETIC AZIMUTH OF 30 DEGREES AT 35.74 FT
 AA0971'(10.89 M) . X-CUT, SET IN A CONCRETE SEAWALL, MAGNETIC AZIMUTH OF 155
 AA0971'DEGREES AT 13.11 FT (4.00 M) .
 AA0971' 
 AA0971'SET A CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 342 DEGREES AT 5.1
 AA0971'FT (1.6 M) .
 AA0971
 AA0971                          STATION RECOVERY (2001)
 AA0971
 AA0971'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0964 ***********************************************************************
 AA0964  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0964  DESIGNATION -  872 4276 TIDAL 1
 AA0964  PID         -  AA0964
 AA0964  STATE/COUNTY-  FL/MONROE
 AA0964  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0964
 AA0964                         *CURRENT SURVEY CONTROL
 AA0964  ___________________________________________________________________
 AA0964* NAD 83(1986)-  24 39 02.     (N)    081 26 47.     (W)     SCALED    
 AA0964* NAVD 88     -         0.684  (meters)       2.24   (feet)  ADJUSTED  
 AA0964  ___________________________________________________________________
 AA0964  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0964  DYNAMIC HT  -           0.683 (meters)       2.24  (feet)  COMP
 AA0964  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 AA0964
 AA0964  VERT ORDER  -  SECOND    CLASS I
 AA0964
 AA0964.The horizontal coordinates were scaled from a topographic map and have
 AA0964.an estimated accuracy of +/- 6 seconds.
 AA0964
 AA0964.The orthometric height was determined by differential leveling
 AA0964.and adjusted by the National Geodetic Survey in June 1991..
 AA0964
 AA0964.This Tidal Bench Mark is designated as VM 6897
 AA0964.by the Center for Operational Oceanographic Products and Services.
 AA0964
 AA0964.The geoid height was determined by GEOID03.
 AA0964
 AA0964.The dynamic height is computed by dividing the NAVD 88
 AA0964.geopotential number by the normal gravity value computed on the
 AA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0964.degrees latitude (g = 980.6199 gals.).
 AA0964
 AA0964.The modeled gravity was interpolated from observed gravity values.
 AA0964
 AA0964;                    North         East    Units  Estimated Accuracy
 AA0964;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0964
 AA0964                          SUPERSEDED SURVEY CONTROL
 AA0964
 AA0964.No superseded survey control is available for this station.
 AA0964
 AA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0964_MARKER: DJ = TIDAL STATION DISK
 AA0964_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0964_SP_SET: CONCRETE SEAWALL
 AA0964_STAMPING: NO 1 1975
 AA0964_MARK LOGO: NOS   
 AA0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0964+STABILITY: SURFACE MOTION
 AA0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0964+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0964
 AA0964  HISTORY     - Date     Condition        Report By
 AA0964  HISTORY     - 1975     MONUMENTED       NOS
 AA0964  HISTORY     - 1982     GOOD             FLDNR
 AA0964  HISTORY     - 20010629 GOOD             USPSQD
 AA0964
 AA0964                          STATION DESCRIPTION
 AA0964
 AA0964'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0964'1.5 MI SOUTH FROM SUMMERLAND KEY.
 AA0964'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0964'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN
 AA0964'DRIVE, GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST
 AA0964'CARIBBEAN DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN
 AA0964'DRIVE TO THE JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE
 AA0964'SOUTHWEST ON ISLES BOULEVARD TO ITS END AT FLAGSHIP DRIVE,
 AA0964'GO 0.1 MILE SOUTHEAST ON FLAGSHIP DRIVE TO THE SHIPLEY
 AA0964'RESIDENCE AND THE MARK.  THE MARK IS SET IN THE SEAWALL
 AA0964'AT THE NORTHEAST CORNER OF THE BOAT SLIP BEHIND THE HOUSE,
 AA0964'27.0 FEET WEST OF THE WEST SIDE OF THE HOUSE, AND 27.8 FEET
 AA0964'NORTHWEST OF THE SOUTH EDGE OF THE PROPERTY.
 AA0964
 AA0964                          STATION RECOVERY (2001)
 AA0964
 AA0964'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0964''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'
 AA0964''SHIPLEY RESIDENCE' SHOULD BE '1036 FLAGSHIP DRIVE'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0965 ***********************************************************************
 AA0965  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0965  DESIGNATION -  872 4276 TIDAL 2
 AA0965  PID         -  AA0965
 AA0965  STATE/COUNTY-  FL/MONROE
 AA0965  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0965
 AA0965                         *CURRENT SURVEY CONTROL
 AA0965  ___________________________________________________________________
 AA0965* NAD 83(1986)-  24 39 02.     (N)    081 26 47.     (W)     SCALED    
 AA0965* NAVD 88     -         0.631  (meters)       2.07   (feet)  ADJUSTED  
 AA0965  ___________________________________________________________________
 AA0965  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0965  DYNAMIC HT  -           0.630 (meters)       2.07  (feet)  COMP
 AA0965  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 AA0965
 AA0965  VERT ORDER  -  SECOND    CLASS I
 AA0965
 AA0965.The horizontal coordinates were scaled from a topographic map and have
 AA0965.an estimated accuracy of +/- 6 seconds.
 AA0965
 AA0965.The orthometric height was determined by differential leveling
 AA0965.and adjusted by the National Geodetic Survey in June 1991..
 AA0965
 AA0965.This Tidal Bench Mark is designated as VM 6898
 AA0965.by the Center for Operational Oceanographic Products and Services.
 AA0965
 AA0965.The geoid height was determined by GEOID03.
 AA0965
 AA0965.The dynamic height is computed by dividing the NAVD 88
 AA0965.geopotential number by the normal gravity value computed on the
 AA0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0965.degrees latitude (g = 980.6199 gals.).
 AA0965
 AA0965.The modeled gravity was interpolated from observed gravity values.
 AA0965
 AA0965;                    North         East    Units  Estimated Accuracy
 AA0965;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0965
 AA0965                          SUPERSEDED SURVEY CONTROL
 AA0965
 AA0965.No superseded survey control is available for this station.
 AA0965
 AA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0965_MARKER: DJ = TIDAL STATION DISK
 AA0965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0965_SP_SET: CONCRETE SEAWALL
 AA0965_STAMPING: NO 2 1975
 AA0965_MARK LOGO: NOS   
 AA0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0965+STABILITY: SURFACE MOTION
 AA0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0965+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0965
 AA0965  HISTORY     - Date     Condition        Report By
 AA0965  HISTORY     - 1975     MONUMENTED       NOS
 AA0965  HISTORY     - 1982     GOOD             FLDNR
 AA0965  HISTORY     - 20010629 GOOD             USPSQD
 AA0965
 AA0965                          STATION DESCRIPTION
 AA0965
 AA0965'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0965'1.4 MI SOUTH FROM SUMMERLAND KEY.
 AA0965'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0965'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN DRIVE,
 AA0965'GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO THE JUNCTION OF
 AA0965'WEST CARIBBEAN DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN
 AA0965'DRIVE TO THE JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE
 AA0965'SOUTHWEST ON ISLES BOULEVARD TO ITS END AT FLAGSHIP
 AA0965'DRIVE, GO 0.1 MILE SOUTHEAST ON FLAGSHIP DRIVE TO THE SHIPLEY
 AA0965'RESIDENCE AND THE MARK.  THE MARK IS SET IN THE SEAWALL NEAR
 AA0965'THE NORTHWEST CORNER OF THE SHIPLEY PROPERTY, AND IS 212 FEET
 AA0965'SOUTH OF THE SOUTHWEST CORNER OF A SMALL BOAT BASIN.
 AA0965
 AA0965                          STATION RECOVERY (2001)
 AA0965
 AA0965'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0965''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'
 AA0965''SHIPLEY RESIDENCE' SHOULD BE '1036 FLAGSHIP DRIVE'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0963 ***********************************************************************
 AA0963  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0963  DESIGNATION -  872 4276 TIDAL 3
 AA0963  PID         -  AA0963
 AA0963  STATE/COUNTY-  FL/MONROE
 AA0963  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0963
 AA0963                         *CURRENT SURVEY CONTROL
 AA0963  ___________________________________________________________________
 AA0963* NAD 83(1986)-  24 39 02.     (N)    081 26 47.     (W)     SCALED    
 AA0963* NAVD 88     -         0.136  (meters)       0.45   (feet)  ADJUSTED  
 AA0963  ___________________________________________________________________
 AA0963  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0963  DYNAMIC HT  -           0.136 (meters)       0.45  (feet)  COMP
 AA0963  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 AA0963
 AA0963  VERT ORDER  -  SECOND    CLASS I
 AA0963
 AA0963.The horizontal coordinates were scaled from a topographic map and have
 AA0963.an estimated accuracy of +/- 6 seconds.
 AA0963
 AA0963.The orthometric height was determined by differential leveling
 AA0963.and adjusted by the National Geodetic Survey in June 1991..
 AA0963
 AA0963.This Tidal Bench Mark is designated as VM 6899
 AA0963.by the Center for Operational Oceanographic Products and Services.
 AA0963
 AA0963.The geoid height was determined by GEOID03.
 AA0963
 AA0963.The dynamic height is computed by dividing the NAVD 88
 AA0963.geopotential number by the normal gravity value computed on the
 AA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0963.degrees latitude (g = 980.6199 gals.).
 AA0963
 AA0963.The modeled gravity was interpolated from observed gravity values.
 AA0963
 AA0963;                    North         East    Units  Estimated Accuracy
 AA0963;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0963
 AA0963                          SUPERSEDED SURVEY CONTROL
 AA0963
 AA0963.No superseded survey control is available for this station.
 AA0963
 AA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0963_MARKER: DJ = TIDAL STATION DISK
 AA0963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0963_SP_SET: CONCRETE SEAWALL
 AA0963_STAMPING: NO 3 1975
 AA0963_MARK LOGO: NOS   
 AA0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0963+STABILITY: SURFACE MOTION
 AA0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0963+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0963
 AA0963  HISTORY     - Date     Condition        Report By
 AA0963  HISTORY     - 1975     MONUMENTED       NOS
 AA0963  HISTORY     - 1982     GOOD             FLDNR
 AA0963  HISTORY     - 20010629 GOOD             USPSQD
 AA0963
 AA0963                          STATION DESCRIPTION
 AA0963
 AA0963'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0963'1.3 MI SOUTH FROM SUMMERLAND KEY.
 AA0963'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0963'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN DRIVE,
 AA0963'GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST CARIBBEAN
 AA0963'DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN DRIVE TO THE
 AA0963'JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE SOUTHWEST ON ISLES
 AA0963'BOULEVARD TO ITS END AT FLAGSHIP DRIVE, GO 0.05 MILE
 AA0963'SOUTHEAST ON FLAGSHIP DRIVE TO A SMALL BOAT BASIN AND THE
 AA0963'MARK.  THE MARK IS SET IN THE SOUTHEAST SEAWALL OF THE BOAT
 AA0963'BASIN, 166 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND
 AA0963'129 FEET SOUTHWEST OF THE NORTHEAST END OF THE SEAWALL.
 AA0963'THE MARK IS 1 FT BELOW ROAD.
 AA0963
 AA0963                          STATION RECOVERY (2001)
 AA0963
 AA0963'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0963''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0962 ***********************************************************************
 AA0962  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0962  DESIGNATION -  872 4276 TIDAL 4
 AA0962  PID         -  AA0962
 AA0962  STATE/COUNTY-  FL/MONROE
 AA0962  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0962
 AA0962                         *CURRENT SURVEY CONTROL
 AA0962  ___________________________________________________________________
 AA0962* NAD 83(1986)-  24 39 02.     (N)    081 26 47.     (W)     SCALED    
 AA0962* NAVD 88     -         0.789  (meters)       2.59   (feet)  ADJUSTED  
 AA0962  ___________________________________________________________________
 AA0962  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0962  DYNAMIC HT  -           0.787 (meters)       2.58  (feet)  COMP
 AA0962  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 AA0962
 AA0962  VERT ORDER  -  SECOND    CLASS I
 AA0962
 AA0962.The horizontal coordinates were scaled from a topographic map and have
 AA0962.an estimated accuracy of +/- 6 seconds.
 AA0962
 AA0962.The orthometric height was determined by differential leveling
 AA0962.and adjusted by the National Geodetic Survey in June 1991..
 AA0962
 AA0962.This Tidal Bench Mark is designated as VM 6900
 AA0962.by the Center for Operational Oceanographic Products and Services.
 AA0962
 AA0962.The geoid height was determined by GEOID03.
 AA0962
 AA0962.The dynamic height is computed by dividing the NAVD 88
 AA0962.geopotential number by the normal gravity value computed on the
 AA0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0962.degrees latitude (g = 980.6199 gals.).
 AA0962
 AA0962.The modeled gravity was interpolated from observed gravity values.
 AA0962
 AA0962;                    North         East    Units  Estimated Accuracy
 AA0962;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0962
 AA0962                          SUPERSEDED SURVEY CONTROL
 AA0962
 AA0962.No superseded survey control is available for this station.
 AA0962
 AA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0962_MARKER: DJ = TIDAL STATION DISK
 AA0962_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0962_SP_SET: CONCRETE SEAWALL
 AA0962_STAMPING: NO 4 1975
 AA0962_MARK LOGO: NOS   
 AA0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0962+STABILITY: SURFACE MOTION
 AA0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0962+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0962
 AA0962  HISTORY     - Date     Condition        Report By
 AA0962  HISTORY     - 1975     MONUMENTED       NOS
 AA0962  HISTORY     - 1982     GOOD             FLDNR
 AA0962  HISTORY     - 19881231 GOOD             FLDNR
 AA0962  HISTORY     - 20010629 GOOD             USPSQD
 AA0962
 AA0962                          STATION DESCRIPTION
 AA0962
 AA0962'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0962'1.3 MI SOUTH FROM SUMMERLAND KEY.
 AA0962'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0962'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN DRIVE,
 AA0962'GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST CARIBBEAN
 AA0962'DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN DRIVE TO
 AA0962'THE JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE SOUTHWEST
 AA0962'ON ISLES BOULEVARD TO ITS END AT FLAGSHIP DRIVE, GO 0.05
 AA0962'MILE SOUTHEAST ON FLAGSHIP DRIVE TO A SMALL BOAT BASIN AND
 AA0962'THE MARK.  THE MARK IS SET IN THE SEAWALL AT THE NORTH
 AA0962'CORNER OF THE BOAT BASIN, 38 FEET SOUTHWEST OF THE CENTERLINE
 AA0962'OF THE ROAD, 61 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AA0962'EASTERNMOST SEAWALL, AND 97.5 FEET NORTHEAST OF THE SOUTHWEST
 AA0962'END OF THE NORTHERNMOST SEAWALL.
 AA0962'THE MARK IS 1 FT BELOW ROAD.
 AA0962
 AA0962                          STATION RECOVERY (1988)
 AA0962
 AA0962'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0962'RECOVERED IN GOOD CONDITION.
 AA0962
 AA0962                          STATION RECOVERY (2001)
 AA0962
 AA0962'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0962''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0961 ***********************************************************************
 AA0961  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0961  DESIGNATION -  872 4276 TIDAL 5
 AA0961  PID         -  AA0961
 AA0961  STATE/COUNTY-  FL/MONROE
 AA0961  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0961
 AA0961                         *CURRENT SURVEY CONTROL
 AA0961  ___________________________________________________________________
 AA0961* NAD 83(1986)-  24 39 02.     (N)    081 26 47.     (W)     SCALED    
 AA0961* NAVD 88     -         0.785  (meters)       2.58   (feet)  ADJUSTED  
 AA0961  ___________________________________________________________________
 AA0961  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA0961  DYNAMIC HT  -           0.784 (meters)       2.57  (feet)  COMP
 AA0961  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 AA0961
 AA0961  VERT ORDER  -  SECOND    CLASS I
 AA0961
 AA0961.The horizontal coordinates were scaled from a topographic map and have
 AA0961.an estimated accuracy of +/- 6 seconds.
 AA0961
 AA0961.The orthometric height was determined by differential leveling
 AA0961.and adjusted by the National Geodetic Survey in June 1991..
 AA0961
 AA0961.This Tidal Bench Mark is designated as VM 6901
 AA0961.by the Center for Operational Oceanographic Products and Services.
 AA0961
 AA0961.The geoid height was determined by GEOID03.
 AA0961
 AA0961.The dynamic height is computed by dividing the NAVD 88
 AA0961.geopotential number by the normal gravity value computed on the
 AA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0961.degrees latitude (g = 980.6199 gals.).
 AA0961
 AA0961.The modeled gravity was interpolated from observed gravity values.
 AA0961
 AA0961;                    North         East    Units  Estimated Accuracy
 AA0961;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0961
 AA0961                          SUPERSEDED SURVEY CONTROL
 AA0961
 AA0961.No superseded survey control is available for this station.
 AA0961
 AA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0961_MARKER: DJ = TIDAL STATION DISK
 AA0961_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0961_SP_SET: CONCRETE SEAWALL
 AA0961_STAMPING: NO 5 1975
 AA0961_MARK LOGO: NOS   
 AA0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0961+STABILITY: SURFACE MOTION
 AA0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0961+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0961
 AA0961  HISTORY     - Date     Condition        Report By
 AA0961  HISTORY     - 1975     MONUMENTED       NOS
 AA0961  HISTORY     - 1982     GOOD             FLDNR
 AA0961  HISTORY     - 19881231 GOOD             FLDNR
 AA0961  HISTORY     - 20010629 GOOD             USPSQD
 AA0961
 AA0961                          STATION DESCRIPTION
 AA0961
 AA0961'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0961'1.3 MI SOUTH FROM SUMMERLAND KEY.
 AA0961'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0961'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN
 AA0961'DRIVE, GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST
 AA0961'CARIBBEAN DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN
 AA0961'DRIVE TO THE JUNCTION OF ISLES BOULEVARD, GO O.2 MILE
 AA0961'SOUTHWEST ON ISLES BOULEVARD TO ITS END AT FLAGSHIP DRIVE,
 AA0961'GO 0.05 MILE SOUTHEAST ON FLAGSHIP DRIVE TO A SMALL BOAT
 AA0961'BASIN AND THE MARK.  THE MARK IS SET IN THE NORTHERNMOST
 AA0961'SEAWALL OF THE BOAT BASIN, 97.5 FEET SOUTHWEST OF THE
 AA0961'NORTHEAST END OF THE SEAWALL, AND 135.5 FEET SOUTHWEST
 AA0961'OF THE CENTERLINE OF THE ROAD.
 AA0961'THE MARK IS 1 FT BELOW ROAD.
 AA0961
 AA0961                          STATION RECOVERY (1988)
 AA0961
 AA0961'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0961'RECOVERED IN GOOD CONDITION.
 AA0961
 AA0961                          STATION RECOVERY (2001)
 AA0961
 AA0961'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0975 ***********************************************************************
 AA0975  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0975  DESIGNATION -  872 4292 D TIDAL
 AA0975  PID         -  AA0975
 AA0975  STATE/COUNTY-  FL/MONROE
 AA0975  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0975
 AA0975                         *CURRENT SURVEY CONTROL
 AA0975  ___________________________________________________________________
 AA0975* NAD 83(1986)-  24 39 44.     (N)    081 28 05.     (W)     SCALED    
 AA0975* NAVD 88     -         6.370  (meters)      20.90   (feet)  ADJUSTED  
 AA0975  ___________________________________________________________________
 AA0975  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0975  DYNAMIC HT  -           6.359 (meters)      20.86  (feet)  COMP
 AA0975  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA0975  OBS GRAVITY -     978,967.6   (mgal)                       GRAV_OBS
 AA0975
 AA0975  VERT ORDER  -  FIRST     CLASS II
 AA0975
 AA0975.The horizontal coordinates were scaled from a topographic map and have
 AA0975.an estimated accuracy of +/- 6 seconds.
 AA0975
 AA0975.The orthometric height was determined by differential leveling
 AA0975.and adjusted by the National Geodetic Survey in June 1991..
 AA0975
 AA0975.This Tidal Bench Mark is designated as VM 6906
 AA0975.by the Center for Operational Oceanographic Products and Services.
 AA0975
 AA0975.The geoid height was determined by GEOID03.
 AA0975
 AA0975.The dynamic height is computed by dividing the NAVD 88
 AA0975.geopotential number by the normal gravity value computed on the
 AA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0975.degrees latitude (g = 980.6199 gals.).
 AA0975
 AA0975.The modeled gravity was interpolated from observed gravity values.
 AA0975.The observed gravity was obtained from relative gravimeter ties
 AA0975.to the IGSN71 gravity network.
 AA0975
 AA0975;                    North         East    Units  Estimated Accuracy
 AA0975;SPC FL E     -    36,510.      152,620.      MT  (+/- 180 meters Scaled)
 AA0975
 AA0975                          SUPERSEDED SURVEY CONTROL
 AA0975
 AA0975  NGVD 29 (09/01/92)    6.785  (m)           22.26   (f) ADJUSTED    1 2
 AA0975
 AA0975.Superseded values are not recommended for survey control.
 AA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0975.See file dsdata.txt to determine how the superseded data were derived.
 AA0975
 AA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH526276(NAD 83)
 AA0975_MARKER: DD = SURVEY DISK
 AA0975_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0975_SP_SET: CONCRETE GUARD RAIL
 AA0975_STAMPING: 4292 D
 AA0975_MARK LOGO: FLDT  
 AA0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0975
 AA0975  HISTORY     - Date     Condition        Report By
 AA0975  HISTORY     - UNK      MONUMENTED       FLDT
 AA0975  HISTORY     - 1982     GOOD             FLDNR
 AA0975  HISTORY     - 1986     GOOD             FLDNR
 AA0975  HISTORY     - 19900926 GOOD             FLDNR
 AA0975
 AA0975                          STATION DESCRIPTION
 AA0975
 AA0975'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0975'1.3 MI WEST FROM SUMMERLAND KEY.
 AA0975'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.3 MILES WEST
 AA0975'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER KEMP
 AA0975'CHANNEL AND THE MARK.  THE MARK BEARS 23.7 FEET NORTH OF THE
 AA0975'CENTERLINE OF U.S. 1, 7.4 FEET WEST OF THE ABUTMENT, AND 3.5
 AA0975'FEET EAST OF THE WEST END OF THE GUARDRAIL.
 AA0975'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0975
 AA0975                          STATION RECOVERY (1986)
 AA0975
 AA0975'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0975'RECOVERED IN GOOD CONDITION.
 AA0975
 AA0975                          STATION RECOVERY (1990)
 AA0975
 AA0975'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0974 ***********************************************************************
 AA0974  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0974  DESIGNATION -  872 4292 E TIDAL
 AA0974  PID         -  AA0974
 AA0974  STATE/COUNTY-  FL/MONROE
 AA0974  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0974
 AA0974                         *CURRENT SURVEY CONTROL
 AA0974  ___________________________________________________________________
 AA0974* NAD 83(1986)-  24 39 44.     (N)    081 28 05.     (W)     SCALED    
 AA0974* NAVD 88     -         3.927  (meters)      12.88   (feet)  ADJUSTED  
 AA0974  ___________________________________________________________________
 AA0974  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0974  DYNAMIC HT  -           3.920 (meters)      12.86  (feet)  COMP
 AA0974  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA0974
 AA0974  VERT ORDER  -  SECOND    CLASS I
 AA0974
 AA0974.The horizontal coordinates were scaled from a topographic map and have
 AA0974.an estimated accuracy of +/- 6 seconds.
 AA0974
 AA0974.The orthometric height was determined by differential leveling
 AA0974.and adjusted by the National Geodetic Survey in June 1991..
 AA0974
 AA0974.This Tidal Bench Mark is designated as VM 6905
 AA0974.by the Center for Operational Oceanographic Products and Services.
 AA0974
 AA0974.The geoid height was determined by GEOID03.
 AA0974
 AA0974.The dynamic height is computed by dividing the NAVD 88
 AA0974.geopotential number by the normal gravity value computed on the
 AA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0974.degrees latitude (g = 980.6199 gals.).
 AA0974
 AA0974.The modeled gravity was interpolated from observed gravity values.
 AA0974
 AA0974;                    North         East    Units  Estimated Accuracy
 AA0974;SPC FL E     -    36,510.      152,620.      MT  (+/- 180 meters Scaled)
 AA0974
 AA0974                          SUPERSEDED SURVEY CONTROL
 AA0974
 AA0974.No superseded survey control is available for this station.
 AA0974
 AA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH526276(NAD 83)
 AA0974_MARKER: DJ = TIDAL STATION DISK
 AA0974_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0974_SP_SET: BRIDGE ABUTMENT FOUNDATION
 AA0974_STAMPING: 4292 E 1982
 AA0974_MARK LOGO: NOS   
 AA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0974+STABILITY: SURFACE MOTION
 AA0974
 AA0974  HISTORY     - Date     Condition        Report By
 AA0974  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0974  HISTORY     - 20010516 GOOD             USPSQD
 AA0974
 AA0974                          STATION DESCRIPTION
 AA0974
 AA0974'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0974'1.3 MI WEST FROM SUMMERLAND KEY.
 AA0974'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.3 MILES WEST
 AA0974'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER KEMP
 AA0974'CHANNEL AND THE MARK.  THE MARK IS SET IN THE FOUNDATION FOR
 AA0974'THE WEST BRIDGE ABUTMENT, 27.1 FEET SOUTH OF THE CENTERLINE
 AA0974'OF U.S. 1, 1.7 FEET EAST OF THE CHEEKWALL, AND 41.1 FEET
 AA0974'WEST-NORTHWEST OF THE OLD HIGHWAY BRIDGE, NOW USED AS A
 AA0974'FISHING PIER.
 AA0974'THE MARK IS 6 FT BELOW HIGHWAY.
 AA0974
 AA0974                          STATION RECOVERY (2001)
 AA0974
 AA0974'RECOVERY NOTE BY US POWER SQUADRON 2001 (DAD)
 AA0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1681 ***********************************************************************
 AA1681  DESIGNATION -  872 4292 F TIDAL
 AA1681  PID         -  AA1681
 AA1681  STATE/COUNTY-  FL/MONROE
 AA1681  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1681
 AA1681                         *CURRENT SURVEY CONTROL
 AA1681  ___________________________________________________________________
 AA1681* NAD 83(1986)-  24 39 45.     (N)    081 27 50.     (W)     SCALED    
 AA1681* NAVD 88     -         5.542  (meters)      18.18   (feet)  ADJUSTED  
 AA1681  ___________________________________________________________________
 AA1681  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA1681  DYNAMIC HT  -           5.532 (meters)      18.15  (feet)  COMP
 AA1681  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA1681
 AA1681  VERT ORDER  -  FIRST     CLASS II
 AA1681
 AA1681.The horizontal coordinates were scaled from a topographic map and have
 AA1681.an estimated accuracy of +/- 6 seconds.
 AA1681
 AA1681.The orthometric height was determined by differential leveling
 AA1681.and adjusted by the National Geodetic Survey in May 1994..
 AA1681
 AA1681.The geoid height was determined by GEOID03.
 AA1681
 AA1681.The dynamic height is computed by dividing the NAVD 88
 AA1681.geopotential number by the normal gravity value computed on the
 AA1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1681.degrees latitude (g = 980.6199 gals.).
 AA1681
 AA1681.The modeled gravity was interpolated from observed gravity values.
 AA1681
 AA1681;                    North         East    Units  Estimated Accuracy
 AA1681;SPC FL E     -    36,540.      153,050.      MT  (+/- 180 meters Scaled)
 AA1681
 AA1681                          SUPERSEDED SURVEY CONTROL
 AA1681
 AA1681  NGVD 29 (09/01/92)    5.957  (m)           19.54   (f) ADJUSTED    1 2
 AA1681
 AA1681.Superseded values are not recommended for survey control.
 AA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1681.See file dsdata.txt to determine how the superseded data were derived.
 AA1681
 AA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH530276(NAD 83)
 AA1681_MARKER: DB = BENCH MARK DISK
 AA1681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1681_SP_SET: CONCRETE GUARDRAIL
 AA1681_STAMPING: 4292 F
 AA1681_MARK LOGO: FLDT  
 AA1681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1681+STABILITY: SURFACE MOTION
 AA1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1681+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA1681
 AA1681  HISTORY     - Date     Condition        Report By
 AA1681  HISTORY     - UNK      MONUMENTED       FLDT
 AA1681  HISTORY     - 19900926 GOOD             FLDNR
 AA1681  HISTORY     - 20010629 GOOD             USPSQD
 AA1681
 AA1681                          STATION DESCRIPTION
 AA1681
 AA1681'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1681'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO WEST ON
 AA1681'U.S. HIGHWAY 1 FOR 1.1 MI (1.8 KM) TO THE EAST END OF THE BRIDGE
 AA1681'OVER KEMP CHANNEL AND THE BENCH MARK ON THE LEFT IN THE TOP OF A
 AA1681'CONCRETE GUARDRAIL OF THE BRIDGE MARKED 1982.  LOCATED 76.8 FT (23.4
 AA1681'M) NORTHEAST OF BEACH MARK 4292 G, 23.6 FT (7.2 M) SOUTH OF THE
 AA1681'CENTERLINE OF U.S. HIGHWAY 1, 3.28 FT (1.00 M) WEST OF THE EAST END
 AA1681'OF THE SOUTH GUARDRAIL OF THE 1982 BRIDGE AND PROJECTS 2.6 FT (0.8 M)
 AA1681'ABOVE THE ROAD.
 AA1681
 AA1681                          STATION RECOVERY (2001)
 AA1681
 AA1681'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1682 ***********************************************************************
 AA1682  DESIGNATION -  872 4292 G TIDAL
 AA1682  PID         -  AA1682
 AA1682  STATE/COUNTY-  FL/MONROE
 AA1682  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA1682
 AA1682                         *CURRENT SURVEY CONTROL
 AA1682  ___________________________________________________________________
 AA1682* NAD 83(1986)-  24 39 45.     (N)    081 27 50.     (W)     SCALED    
 AA1682* NAVD 88     -         4.699  (meters)      15.42   (feet)  ADJUSTED  
 AA1682  ___________________________________________________________________
 AA1682  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA1682  DYNAMIC HT  -           4.691 (meters)      15.39  (feet)  COMP
 AA1682  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA1682
 AA1682  VERT ORDER  -  FIRST     CLASS II
 AA1682
 AA1682.The horizontal coordinates were scaled from a topographic map and have
 AA1682.an estimated accuracy of +/- 6 seconds.
 AA1682
 AA1682.The orthometric height was determined by differential leveling
 AA1682.and adjusted by the National Geodetic Survey in May 1994..
 AA1682
 AA1682.The geoid height was determined by GEOID03.
 AA1682
 AA1682.The dynamic height is computed by dividing the NAVD 88
 AA1682.geopotential number by the normal gravity value computed on the
 AA1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1682.degrees latitude (g = 980.6199 gals.).
 AA1682
 AA1682.The modeled gravity was interpolated from observed gravity values.
 AA1682
 AA1682;                    North         East    Units  Estimated Accuracy
 AA1682;SPC FL E     -    36,540.      153,050.      MT  (+/- 180 meters Scaled)
 AA1682
 AA1682                          SUPERSEDED SURVEY CONTROL
 AA1682
 AA1682  NGVD 29 (09/01/92)    5.115  (m)           16.78   (f) ADJUSTED    1 2
 AA1682
 AA1682.Superseded values are not recommended for survey control.
 AA1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1682.See file dsdata.txt to determine how the superseded data were derived.
 AA1682
 AA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH530276(NAD 83)
 AA1682_MARKER: DJ = TIDAL STATION DISK
 AA1682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1682_SP_SET: CONCRETE GUARD RAIL
 AA1682_STAMPING: 4292 G 1988
 AA1682_MARK LOGO: NOS   
 AA1682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1682+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA1682
 AA1682  HISTORY     - Date     Condition        Report By
 AA1682  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1682  HISTORY     - 20010629 GOOD             USPSQD
 AA1682
 AA1682                          STATION DESCRIPTION
 AA1682
 AA1682'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1682'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO WEST ON
 AA1682'U.S. HIGHWAY 1 FOR 1.1 MI (1.8 KM) TO THE MARK ON THE EAST END OF
 AA1682'THE BRIDGE OVER KEMP CHANNEL, SET IN THE BASE OF THE CONCRETE
 AA1682'GUARDRAIL IN THE OLD BRIDGE MARKED 1943.  LOCATED 76.8 FT (23.4 M)
 AA1682'SOUTHWEST OF BENCHMARK 4292 F, 16.91 FT (5.15 M) FROM THE EASTERLY
 AA1682'END OF THE OLD BRIDGE AND 3.0 FT (0.9 M) EAST OF THE BEGINING OF A
 AA1682'FISHING PIER THAT PROJECTS WEST FROM THE EAST END OF THE OLD BRIDGE.
 AA1682
 AA1682                          STATION RECOVERY (2001)
 AA1682
 AA1682'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0179 ***********************************************************************
 AA0179  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0179  DESIGNATION -  872 4292 TIDAL 1
 AA0179  PID         -  AA0179
 AA0179  STATE/COUNTY-  FL/MONROE
 AA0179  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0179
 AA0179                         *CURRENT SURVEY CONTROL
 AA0179  ___________________________________________________________________
 AA0179* NAD 83(1986)-  24 39 45.     (N)    081 28 01.     (W)     SCALED    
 AA0179* NAVD 88     -         0.574  (meters)       1.88   (feet)  ADJUSTED  
 AA0179  ___________________________________________________________________
 AA0179  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0179  DYNAMIC HT  -           0.573 (meters)       1.88  (feet)  COMP
 AA0179  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA0179
 AA0179  VERT ORDER  -  FIRST     CLASS II
 AA0179
 AA0179.The horizontal coordinates were scaled from a topographic map and have
 AA0179.an estimated accuracy of +/- 6 seconds.
 AA0179
 AA0179.The orthometric height was determined by differential leveling
 AA0179.and adjusted by the National Geodetic Survey in June 1991..
 AA0179
 AA0179.This Tidal Bench Mark is designated as VM 6902
 AA0179.by the Center for Operational Oceanographic Products and Services.
 AA0179
 AA0179.The geoid height was determined by GEOID03.
 AA0179
 AA0179.The dynamic height is computed by dividing the NAVD 88
 AA0179.geopotential number by the normal gravity value computed on the
 AA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0179.degrees latitude (g = 980.6199 gals.).
 AA0179
 AA0179.The modeled gravity was interpolated from observed gravity values.
 AA0179
 AA0179;                    North         East    Units  Estimated Accuracy
 AA0179;SPC FL E     -    36,540.      152,740.      MT  (+/- 180 meters Scaled)
 AA0179
 AA0179                          SUPERSEDED SURVEY CONTROL
 AA0179
 AA0179  NGVD 29 (09/01/92)    0.991  (m)            3.25   (f) ADJUSTED    1 2
 AA0179
 AA0179.Superseded values are not recommended for survey control.
 AA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0179.See file dsdata.txt to determine how the superseded data were derived.
 AA0179
 AA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH527276(NAD 83)
 AA0179_MARKER: DJ = TIDAL STATION DISK
 AA0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0179_SP_SET: KEMP CHANNEL VIADUCT
 AA0179_STAMPING: NO 1 1937
 AA0179_MARK LOGO: CGS   
 AA0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0179
 AA0179  HISTORY     - Date     Condition        Report By
 AA0179  HISTORY     - 1937     MONUMENTED       CGS
 AA0179  HISTORY     - 1966     GOOD             NGS
 AA0179  HISTORY     - 1978     GOOD             NGS
 AA0179  HISTORY     - 1982     GOOD             FLDNR
 AA0179
 AA0179                          STATION DESCRIPTION
 AA0179
 AA0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0179'22.6 MI NE FROM KEY WEST.
 AA0179'ABOUT 22.65 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 AA0179'CATHOLIC CHURCH AT KEY WEST, ON CUDJOE KEY, SET ON THE TOP OF THE
 AA0179'SOUTH CONCRETE WING WALL AT THE WEST END OF THE KEMP CHANNEL
 AA0179'VIADUCT (BRIDGE NO. 10 A) 65.5 FEET SOUTH OF THE CENTER LINE OF
 AA0179'THE HIGHWAY, 9 FEET EAST OF THE WEST END OF THE EAST-WEST PART
 AA0179'OF THE WING WALL, 55.5 FEET SOUTHWEST OF TIDAL BENCH MARK 2
 AA0179'DESCRIBED, AND ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0179
 AA0179                          STATION RECOVERY (1978)
 AA0179
 AA0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0179'RECOVERED IN GOOD CONDITION.
 AA0179
 AA0179                          STATION RECOVERY (1982)
 AA0179
 AA0179'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0179'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0179'THAT A NEW BRIDGE HAS BEEN BUILT AND THE OLD BRIDGE IS NOW
 AA0179'USED AS A FISHING PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0178 ***********************************************************************
 AA0178  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0178  DESIGNATION -  872 4292 TIDAL 2
 AA0178  PID         -  AA0178
 AA0178  STATE/COUNTY-  FL/MONROE
 AA0178  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0178
 AA0178                         *CURRENT SURVEY CONTROL
 AA0178  ___________________________________________________________________
 AA0178* NAD 83(1986)-  24 39 45.     (N)    081 28 01.     (W)     SCALED    
 AA0178* NAVD 88     -         3.392  (meters)      11.13   (feet)  ADJUSTED  
 AA0178  ___________________________________________________________________
 AA0178  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0178  DYNAMIC HT  -           3.387 (meters)      11.11  (feet)  COMP
 AA0178  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA0178
 AA0178  VERT ORDER  -  FIRST     CLASS II
 AA0178
 AA0178.The horizontal coordinates were scaled from a topographic map and have
 AA0178.an estimated accuracy of +/- 6 seconds.
 AA0178
 AA0178.The orthometric height was determined by differential leveling
 AA0178.and adjusted by the National Geodetic Survey in June 1991..
 AA0178
 AA0178.This Tidal Bench Mark is designated as VM 6903
 AA0178.by the Center for Operational Oceanographic Products and Services.
 AA0178
 AA0178.The geoid height was determined by GEOID03.
 AA0178
 AA0178.The dynamic height is computed by dividing the NAVD 88
 AA0178.geopotential number by the normal gravity value computed on the
 AA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0178.degrees latitude (g = 980.6199 gals.).
 AA0178
 AA0178.The modeled gravity was interpolated from observed gravity values.
 AA0178
 AA0178;                    North         East    Units  Estimated Accuracy
 AA0178;SPC FL E     -    36,540.      152,740.      MT  (+/- 180 meters Scaled)
 AA0178
 AA0178                          SUPERSEDED SURVEY CONTROL
 AA0178
 AA0178  NGVD 29 (09/01/92)    3.808  (m)           12.49   (f) ADJUSTED    1 2
 AA0178
 AA0178.Superseded values are not recommended for survey control.
 AA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0178.See file dsdata.txt to determine how the superseded data were derived.
 AA0178
 AA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH527276(NAD 83)
 AA0178_MARKER: DJ = TIDAL STATION DISK
 AA0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0178_SP_SET: KEMP CHANNEL VIADUCT
 AA0178_STAMPING: NO 2 1937
 AA0178_MARK LOGO: CGS   
 AA0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0178
 AA0178  HISTORY     - Date     Condition        Report By
 AA0178  HISTORY     - 1937     MONUMENTED       CGS
 AA0178  HISTORY     - 1966     GOOD             NGS
 AA0178  HISTORY     - 1978     GOOD             NGS
 AA0178  HISTORY     - 1982     GOOD             FLDNR
 AA0178
 AA0178                          STATION DESCRIPTION
 AA0178
 AA0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0178'22.6 MI NE FROM KEY WEST.
 AA0178'ABOUT 22.65 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 AA0178'CATHOLIC CHURCH AT KEY WEST, ON CUDJOE KEY, SET ON THE TOP OF
 AA0178'THE SOUTH CONCRETE WING WALL AT THE WEST END OF THE KEMP CHANNEL
 AA0178'VIADUCT (BRIDGE NO. 10 A), 16.5 FEET SOUTH OF THE CENTER LINE OF
 AA0178'THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0178'NOTE--MARK IS UNDER WOODEN CATWALK FOR BRIDGE AND A WOODEN
 AA0178'BOARD HAS TO BE REMOVED TO HOLD ROD ON MARK.
 AA0178
 AA0178                          STATION RECOVERY (1978)
 AA0178
 AA0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0178'RECOVERED IN GOOD CONDITION.
 AA0178
 AA0178                          STATION RECOVERY (1982)
 AA0178
 AA0178'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0178'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0178'A NEW BRIDGE HAS BEEN BUILT AND THE OLD BRIDGE IS NOW USED AS
 AA0178'A FISHING PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0180 ***********************************************************************
 AA0180  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0180  DESIGNATION -  872 4292 TIDAL 3
 AA0180  PID         -  AA0180
 AA0180  STATE/COUNTY-  FL/MONROE
 AA0180  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0180
 AA0180                         *CURRENT SURVEY CONTROL
 AA0180  ___________________________________________________________________
 AA0180* NAD 83(1986)-  24 39 46.     (N)    081 28 02.     (W)     SCALED    
 AA0180* NAVD 88     -         2.824  (meters)       9.27   (feet)  ADJUSTED  
 AA0180  ___________________________________________________________________
 AA0180  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0180  DYNAMIC HT  -           2.819 (meters)       9.25  (feet)  COMP
 AA0180  MODELED GRAV-     978,968.0   (mgal)                       NAVD 88
 AA0180
 AA0180  VERT ORDER  -  FIRST     CLASS II
 AA0180
 AA0180.The horizontal coordinates were scaled from a topographic map and have
 AA0180.an estimated accuracy of +/- 6 seconds.
 AA0180
 AA0180.The orthometric height was determined by differential leveling
 AA0180.and adjusted by the National Geodetic Survey in June 1991..
 AA0180
 AA0180.This Tidal Bench Mark is designated as VM 6904
 AA0180.by the Center for Operational Oceanographic Products and Services.
 AA0180
 AA0180.The geoid height was determined by GEOID03.
 AA0180
 AA0180.The dynamic height is computed by dividing the NAVD 88
 AA0180.geopotential number by the normal gravity value computed on the
 AA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0180.degrees latitude (g = 980.6199 gals.).
 AA0180
 AA0180.The modeled gravity was interpolated from observed gravity values.
 AA0180
 AA0180;                    North         East    Units  Estimated Accuracy
 AA0180;SPC FL E     -    36,570.      152,710.      MT  (+/- 180 meters Scaled)
 AA0180
 AA0180                          SUPERSEDED SURVEY CONTROL
 AA0180
 AA0180  NGVD 29 (09/01/92)    3.240  (m)           10.63   (f) ADJUSTED    1 2
 AA0180
 AA0180.Superseded values are not recommended for survey control.
 AA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0180.See file dsdata.txt to determine how the superseded data were derived.
 AA0180
 AA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH527276(NAD 83)
 AA0180_MARKER: DJ = TIDAL STATION DISK
 AA0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0180_SP_SET: KEMP CHANNEL VIADUCT
 AA0180_STAMPING: NO 3 1937
 AA0180_MARK LOGO: CGS   
 AA0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0180+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 AA0180
 AA0180  HISTORY     - Date     Condition        Report By
 AA0180  HISTORY     - 1937     MONUMENTED       CGS
 AA0180  HISTORY     - 1966     GOOD             CGS
 AA0180  HISTORY     - 1978     GOOD             NGS
 AA0180  HISTORY     - 1982     GOOD             FLDNR
 AA0180  HISTORY     - 20020305 GOOD             USPSQD
 AA0180
 AA0180                          STATION DESCRIPTION
 AA0180
 AA0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0180'22.6 MI NE FROM KEY WEST.
 AA0180'ABOUT 22.65 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 AA0180'CATHOLIC CHURCH AT KEY WEST, ON CUDJOE KEY, SET ON THE TOP OF THE
 AA0180'NORTH CONCRETE WING WALL AND AT THE WEST END OF THE KEMP CHANNEL
 AA0180'VIADUCT (BRIDGE NO. 10 A), 26 FEET NORTH OF THE CENTER LINE OF
 AA0180'THE HIGHWAY AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0180
 AA0180                          STATION RECOVERY (1978)
 AA0180
 AA0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0180'RECOVERED IN GOOD CONDITION.
 AA0180
 AA0180                          STATION RECOVERY (1982)
 AA0180
 AA0180'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0180'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0180'THAT A NEW BRIDGE HAS BEEN BUILT AND THE OLD BRIDGE IS
 AA0180'NOW USED AS A FISHING PIER.
 AA0180
 AA0180                          STATION RECOVERY (2002)
 AA0180
 AA0180'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAD)
 AA0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0985 ***********************************************************************
 AA0985  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0985  DESIGNATION -  872 4305 TIDAL 1
 AA0985  PID         -  AA0985
 AA0985  STATE/COUNTY-  FL/MONROE
 AA0985  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0985
 AA0985                         *CURRENT SURVEY CONTROL
 AA0985  ___________________________________________________________________
 AA0985* NAD 83(1986)-  24 41 11.     (N)    081 29 06.     (W)     SCALED    
 AA0985* NAVD 88     -         0.280  (meters)       0.92   (feet)  ADJUSTED  
 AA0985  ___________________________________________________________________
 AA0985  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0985  DYNAMIC HT  -           0.280 (meters)       0.92  (feet)  COMP
 AA0985  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 AA0985
 AA0985  VERT ORDER  -  SECOND    CLASS I
 AA0985
 AA0985.The horizontal coordinates were scaled from a topographic map and have
 AA0985.an estimated accuracy of +/- 6 seconds.
 AA0985
 AA0985.The orthometric height was determined by differential leveling
 AA0985.and adjusted by the National Geodetic Survey in June 1991..
 AA0985
 AA0985.This Tidal Bench Mark is designated as VM 6919
 AA0985.by the Center for Operational Oceanographic Products and Services.
 AA0985
 AA0985.The geoid height was determined by GEOID03.
 AA0985
 AA0985.The dynamic height is computed by dividing the NAVD 88
 AA0985.geopotential number by the normal gravity value computed on the
 AA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0985.degrees latitude (g = 980.6199 gals.).
 AA0985
 AA0985.The modeled gravity was interpolated from observed gravity values.
 AA0985
 AA0985;                    North         East    Units  Estimated Accuracy
 AA0985;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0985
 AA0985                          SUPERSEDED SURVEY CONTROL
 AA0985
 AA0985.No superseded survey control is available for this station.
 AA0985
 AA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0985_MARKER: DJ = TIDAL STATION DISK
 AA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0985_SP_SET: CONCRETE POST
 AA0985_STAMPING: NO 1 1973
 AA0985_MARK LOGO: NOS   
 AA0985_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0985+STABILITY: SURFACE MOTION
 AA0985
 AA0985  HISTORY     - Date     Condition        Report By
 AA0985  HISTORY     - 1973     MONUMENTED       NOS
 AA0985  HISTORY     - 1982     GOOD             FLDNR
 AA0985
 AA0985                          STATION DESCRIPTION
 AA0985
 AA0985'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0985'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0985'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0985'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0985'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0985'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0985'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE DIM
 AA0985'ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON THE DIRT
 AA0985'ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT ROAD FOR 0.6
 AA0985'MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE TO A CROSSROAD,
 AA0985'GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK VICINITY.  THE
 AA0985'MARK BEARS 24.6 FEET SOUTHWEST OF THE SHORELINE AND 13 FEET
 AA0985'NORTHWEST OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0984 ***********************************************************************
 AA0984  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0984  DESIGNATION -  872 4305 TIDAL 2
 AA0984  PID         -  AA0984
 AA0984  STATE/COUNTY-  FL/MONROE
 AA0984  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0984
 AA0984                         *CURRENT SURVEY CONTROL
 AA0984  ___________________________________________________________________
 AA0984* NAD 83(1986)-  24 41 11.     (N)    081 29 06.     (W)     SCALED    
 AA0984* NAVD 88     -         0.459  (meters)       1.51   (feet)  ADJUSTED  
 AA0984  ___________________________________________________________________
 AA0984  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0984  DYNAMIC HT  -           0.459 (meters)       1.51  (feet)  COMP
 AA0984  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 AA0984
 AA0984  VERT ORDER  -  SECOND    CLASS I
 AA0984
 AA0984.The horizontal coordinates were scaled from a topographic map and have
 AA0984.an estimated accuracy of +/- 6 seconds.
 AA0984
 AA0984.The orthometric height was determined by differential leveling
 AA0984.and adjusted by the National Geodetic Survey in June 1991..
 AA0984
 AA0984.This Tidal Bench Mark is designated as VM 6920
 AA0984.by the Center for Operational Oceanographic Products and Services.
 AA0984
 AA0984.The geoid height was determined by GEOID03.
 AA0984
 AA0984.The dynamic height is computed by dividing the NAVD 88
 AA0984.geopotential number by the normal gravity value computed on the
 AA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0984.degrees latitude (g = 980.6199 gals.).
 AA0984
 AA0984.The modeled gravity was interpolated from observed gravity values.
 AA0984
 AA0984;                    North         East    Units  Estimated Accuracy
 AA0984;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0984
 AA0984                          SUPERSEDED SURVEY CONTROL
 AA0984
 AA0984.No superseded survey control is available for this station.
 AA0984
 AA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0984_MARKER: DJ = TIDAL STATION DISK
 AA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0984_SP_SET: CONCRETE POST
 AA0984_STAMPING: NO 2 1973
 AA0984_MARK LOGO: NOS   
 AA0984_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0984+STABILITY: SURFACE MOTION
 AA0984
 AA0984  HISTORY     - Date     Condition        Report By
 AA0984  HISTORY     - 1973     MONUMENTED       NOS
 AA0984  HISTORY     - 1982     GOOD             FLDNR
 AA0984
 AA0984                          STATION DESCRIPTION
 AA0984
 AA0984'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0984'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0984'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0984'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0984'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0984'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0984'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE DIM
 AA0984'ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON THE
 AA0984'DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT ROAD
 AA0984'FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE TO A
 AA0984'CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK
 AA0984'VICINITY.  THE MARK BEARS 101.2 FEET SOUTHWEST OF THE SHORELINE
 AA0984'AND 7 FEET NORTHWEST OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0983 ***********************************************************************
 AA0983  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0983  DESIGNATION -  872 4305 TIDAL 3
 AA0983  PID         -  AA0983
 AA0983  STATE/COUNTY-  FL/MONROE
 AA0983  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0983
 AA0983                         *CURRENT SURVEY CONTROL
 AA0983  ___________________________________________________________________
 AA0983* NAD 83(1986)-  24 41 11.     (N)    081 29 06.     (W)     SCALED    
 AA0983* NAVD 88     -         0.394  (meters)       1.29   (feet)  ADJUSTED  
 AA0983  ___________________________________________________________________
 AA0983  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0983  DYNAMIC HT  -           0.393 (meters)       1.29  (feet)  COMP
 AA0983  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 AA0983
 AA0983  VERT ORDER  -  SECOND    CLASS I
 AA0983
 AA0983.The horizontal coordinates were scaled from a topographic map and have
 AA0983.an estimated accuracy of +/- 6 seconds.
 AA0983
 AA0983.The orthometric height was determined by differential leveling
 AA0983.and adjusted by the National Geodetic Survey in June 1991..
 AA0983
 AA0983.This Tidal Bench Mark is designated as VM 6921
 AA0983.by the Center for Operational Oceanographic Products and Services.
 AA0983
 AA0983.The geoid height was determined by GEOID03.
 AA0983
 AA0983.The dynamic height is computed by dividing the NAVD 88
 AA0983.geopotential number by the normal gravity value computed on the
 AA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0983.degrees latitude (g = 980.6199 gals.).
 AA0983
 AA0983.The modeled gravity was interpolated from observed gravity values.
 AA0983
 AA0983;                    North         East    Units  Estimated Accuracy
 AA0983;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0983
 AA0983                          SUPERSEDED SURVEY CONTROL
 AA0983
 AA0983.No superseded survey control is available for this station.
 AA0983
 AA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0983_MARKER: DJ = TIDAL STATION DISK
 AA0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0983_SP_SET: CONCRETE POST
 AA0983_STAMPING: NO 3 1973
 AA0983_MARK LOGO: NOS   
 AA0983_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0983+STABILITY: SURFACE MOTION
 AA0983
 AA0983  HISTORY     - Date     Condition        Report By
 AA0983  HISTORY     - 1973     MONUMENTED       NOS
 AA0983  HISTORY     - 1982     GOOD             FLDNR
 AA0983
 AA0983                          STATION DESCRIPTION
 AA0983
 AA0983'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0983'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0983'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0983'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0983'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0983'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0983'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE
 AA0983'DIM ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON
 AA0983'THE DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT
 AA0983'ROAD FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE
 AA0983'TO A CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK
 AA0983'VICINITY.  THE MARK BEARS 223 FEET SOUTHWEST OF THE SHORELINE AND
 AA0983'4.2 FEET NORTHWEST OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0982 ***********************************************************************
 AA0982  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0982  DESIGNATION -  872 4305 TIDAL 4
 AA0982  PID         -  AA0982
 AA0982  STATE/COUNTY-  FL/MONROE
 AA0982  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0982
 AA0982                         *CURRENT SURVEY CONTROL
 AA0982  ___________________________________________________________________
 AA0982* NAD 83(1986)-  24 41 11.     (N)    081 29 06.     (W)     SCALED    
 AA0982* NAVD 88     -         0.436  (meters)       1.43   (feet)  ADJUSTED  
 AA0982  ___________________________________________________________________
 AA0982  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0982  DYNAMIC HT  -           0.435 (meters)       1.43  (feet)  COMP
 AA0982  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 AA0982
 AA0982  VERT ORDER  -  SECOND    CLASS I
 AA0982
 AA0982.The horizontal coordinates were scaled from a topographic map and have
 AA0982.an estimated accuracy of +/- 6 seconds.
 AA0982
 AA0982.The orthometric height was determined by differential leveling
 AA0982.and adjusted by the National Geodetic Survey in June 1991..
 AA0982
 AA0982.This Tidal Bench Mark is designated as VM 6922
 AA0982.by the Center for Operational Oceanographic Products and Services.
 AA0982
 AA0982.The geoid height was determined by GEOID03.
 AA0982
 AA0982.The dynamic height is computed by dividing the NAVD 88
 AA0982.geopotential number by the normal gravity value computed on the
 AA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0982.degrees latitude (g = 980.6199 gals.).
 AA0982
 AA0982.The modeled gravity was interpolated from observed gravity values.
 AA0982
 AA0982;                    North         East    Units  Estimated Accuracy
 AA0982;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0982
 AA0982                          SUPERSEDED SURVEY CONTROL
 AA0982
 AA0982.No superseded survey control is available for this station.
 AA0982
 AA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0982_MARKER: DJ = TIDAL STATION DISK
 AA0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0982_SP_SET: CONCRETE POST
 AA0982_STAMPING: NO 4 1973
 AA0982_MARK LOGO: NOS   
 AA0982_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0982+STABILITY: SURFACE MOTION
 AA0982
 AA0982  HISTORY     - Date     Condition        Report By
 AA0982  HISTORY     - 1973     MONUMENTED       NOS
 AA0982  HISTORY     - 1982     GOOD             FLDNR
 AA0982
 AA0982                          STATION DESCRIPTION
 AA0982
 AA0982'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0982'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0982'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0982'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0982'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0982'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0982'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE
 AA0982'DIM ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON
 AA0982'THE DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT ROAD
 AA0982'FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE TO A
 AA0982'CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK
 AA0982'VICINITY.  THE MARK BEARS 315 FEET SOUTHWEST OF THE SHORELINE
 AA0982'AND 12 FEET WEST OF THE SOUTHWEST END OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0981 ***********************************************************************
 AA0981  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0981  DESIGNATION -  872 4305 TIDAL 5
 AA0981  PID         -  AA0981
 AA0981  STATE/COUNTY-  FL/MONROE
 AA0981  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0981
 AA0981                         *CURRENT SURVEY CONTROL
 AA0981  ___________________________________________________________________
 AA0981* NAD 83(1986)-  24 41 11.     (N)    081 29 06.     (W)     SCALED    
 AA0981* NAVD 88     -         0.894  (meters)       2.93   (feet)  ADJUSTED  
 AA0981  ___________________________________________________________________
 AA0981  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0981  DYNAMIC HT  -           0.893 (meters)       2.93  (feet)  COMP
 AA0981  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 AA0981
 AA0981  VERT ORDER  -  SECOND    CLASS I
 AA0981
 AA0981.The horizontal coordinates were scaled from a topographic map and have
 AA0981.an estimated accuracy of +/- 6 seconds.
 AA0981
 AA0981.The orthometric height was determined by differential leveling
 AA0981.and adjusted by the National Geodetic Survey in June 1991..
 AA0981
 AA0981.This Tidal Bench Mark is designated as VM 6923
 AA0981.by the Center for Operational Oceanographic Products and Services.
 AA0981
 AA0981.The geoid height was determined by GEOID03.
 AA0981
 AA0981.The dynamic height is computed by dividing the NAVD 88
 AA0981.geopotential number by the normal gravity value computed on the
 AA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0981.degrees latitude (g = 980.6199 gals.).
 AA0981
 AA0981.The modeled gravity was interpolated from observed gravity values.
 AA0981
 AA0981;                    North         East    Units  Estimated Accuracy
 AA0981;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0981
 AA0981                          SUPERSEDED SURVEY CONTROL
 AA0981
 AA0981.No superseded survey control is available for this station.
 AA0981
 AA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0981_MARKER: DJ = TIDAL STATION DISK
 AA0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0981_SP_SET: CONCRETE POST
 AA0981_STAMPING: NO 5 1973
 AA0981_MARK LOGO: NOS   
 AA0981_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0981+STABILITY: SURFACE MOTION
 AA0981
 AA0981  HISTORY     - Date     Condition        Report By
 AA0981  HISTORY     - 1973     MONUMENTED       NOS
 AA0981  HISTORY     - 1982     GOOD             FLDNR
 AA0981
 AA0981                          STATION DESCRIPTION
 AA0981
 AA0981'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0981'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0981'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0981'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0981'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0981'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0981'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE
 AA0981'DIM ROAD TO ITS END AT A DIRT ROAD, GO O.8 MILE NORTHERLY ON
 AA0981'THE DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT
 AA0981'ROAD FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05
 AA0981'MILE TO A CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL
 AA0981'AND THE MARK VICINITY.  THE MARK BEARS 489 FEET SOUTHWEST
 AA0981'OF THE SHORELINE, 185 FEET WEST OF THE SOUTHWEST END OF THE
 AA0981'CANAL, AND 7 FEET SOUTH OF THE MAIN TRUNK OF A LARGE BANYAN
 AA0981'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1633 ***********************************************************************
 AA1633  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1633  DESIGNATION -  872 4307 F TIDAL
 AA1633  PID         -  AA1633
 AA1633  STATE/COUNTY-  FL/MONROE
 AA1633  USGS QUAD   -  CONTENT KEYS (1972)
 AA1633
 AA1633                         *CURRENT SURVEY CONTROL
 AA1633  ___________________________________________________________________
 AA1633* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA1633* NAVD 88     -         0.330  (meters)       1.08   (feet)  ADJUSTED  
 AA1633  ___________________________________________________________________
 AA1633  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA1633  DYNAMIC HT  -           0.329 (meters)       1.08  (feet)  COMP
 AA1633  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA1633
 AA1633  VERT ORDER  -  SECOND    CLASS I
 AA1633
 AA1633.The horizontal coordinates were scaled from a topographic map and have
 AA1633.an estimated accuracy of +/- 6 seconds.
 AA1633
 AA1633.The orthometric height was determined by differential leveling
 AA1633.and adjusted by the National Geodetic Survey in June 1991..
 AA1633
 AA1633.This Tidal Bench Mark is designated as VM 11333
 AA1633.by the Center for Operational Oceanographic Products and Services.
 AA1633
 AA1633.The geoid height was determined by GEOID03.
 AA1633
 AA1633.The dynamic height is computed by dividing the NAVD 88
 AA1633.geopotential number by the normal gravity value computed on the
 AA1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1633.degrees latitude (g = 980.6199 gals.).
 AA1633
 AA1633.The modeled gravity was interpolated from observed gravity values.
 AA1633
 AA1633;                    North         East    Units  Estimated Accuracy
 AA1633;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1633
 AA1633                          SUPERSEDED SURVEY CONTROL
 AA1633
 AA1633.No superseded survey control is available for this station.
 AA1633
 AA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1633_MARKER: DJ = TIDAL STATION DISK
 AA1633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1633+WITH SETTING: INFORMATION.
 AA1633_SP_SET: SHALLOW SET METAL ROD
 AA1633_STAMPING: 4307 F 1986
 AA1633_MARK LOGO: NOS   
 AA1633_PROJECTION: PROJECTING 5 CENTIMETERS
 AA1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1633_ROD/PIPE-DEPTH: 2.74 meters
 AA1633
 AA1633  HISTORY     - Date     Condition        Report By
 AA1633  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1633
 AA1633                          STATION DESCRIPTION
 AA1633
 AA1633'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1633'IN CONTENT KEY.
 AA1633'BEGIN AT THE EAST END OF CONTENT KEY.  THE MARK BEARS 60 FEET
 AA1633'SOUTHWEST OF THE NORTHEAST SHORELINE, 46.4 FEET WEST-SOUTHWEST OF NO
 AA1633'3 1970, AND 77.2 FEET WEST OF NO 2 1970.
 AA1633'THE MARK IS 0.9 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1634 ***********************************************************************
 AA1634  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1634  DESIGNATION -  872 4307 G TIDAL
 AA1634  PID         -  AA1634
 AA1634  STATE/COUNTY-  FL/MONROE
 AA1634  USGS QUAD   -  CONTENT KEYS (1972)
 AA1634
 AA1634                         *CURRENT SURVEY CONTROL
 AA1634  ___________________________________________________________________
 AA1634* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA1634* NAVD 88     -         0.359  (meters)       1.18   (feet)  ADJUSTED  
 AA1634  ___________________________________________________________________
 AA1634  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA1634  DYNAMIC HT  -           0.358 (meters)       1.17  (feet)  COMP
 AA1634  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA1634
 AA1634  VERT ORDER  -  SECOND    CLASS I
 AA1634
 AA1634.The horizontal coordinates were scaled from a topographic map and have
 AA1634.an estimated accuracy of +/- 6 seconds.
 AA1634
 AA1634.The orthometric height was determined by differential leveling
 AA1634.and adjusted by the National Geodetic Survey in June 1991..
 AA1634
 AA1634.This Tidal Bench Mark is designated as VM 11334
 AA1634.by the Center for Operational Oceanographic Products and Services.
 AA1634
 AA1634.The geoid height was determined by GEOID03.
 AA1634
 AA1634.The dynamic height is computed by dividing the NAVD 88
 AA1634.geopotential number by the normal gravity value computed on the
 AA1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1634.degrees latitude (g = 980.6199 gals.).
 AA1634
 AA1634.The modeled gravity was interpolated from observed gravity values.
 AA1634
 AA1634;                    North         East    Units  Estimated Accuracy
 AA1634;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1634
 AA1634                          SUPERSEDED SURVEY CONTROL
 AA1634
 AA1634.No superseded survey control is available for this station.
 AA1634
 AA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1634_MARKER: DJ = TIDAL STATION DISK
 AA1634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1634+WITH SETTING: INFORMATION.
 AA1634_SP_SET: SHALLOW SET METAL ROD
 AA1634_STAMPING: 4307 G 1986
 AA1634_MARK LOGO: NOS   
 AA1634_PROJECTION: PROJECTING 5 CENTIMETERS
 AA1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1634_ROD/PIPE-DEPTH: 2.74 meters
 AA1634
 AA1634  HISTORY     - Date     Condition        Report By
 AA1634  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1634
 AA1634                          STATION DESCRIPTION
 AA1634
 AA1634'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1634'IN CONTENT KEY.
 AA1634'BEGIN AT THE EAST END OF CONTENT KEY.  THE MARK BEARS 53 FEET WEST OF
 AA1634'THE EAST SHORELINE, 39.2 FEET WEST OF NO 1A 1973, AND 18.4 FEET EAST
 AA1634'OF A MULTI-TRUNKED MANGROVE.
 AA1634'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1635 ***********************************************************************
 AA1635  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1635  DESIGNATION -  872 4307 H TIDAL
 AA1635  PID         -  AA1635
 AA1635  STATE/COUNTY-  FL/MONROE
 AA1635  USGS QUAD   -  CONTENT KEYS (1972)
 AA1635
 AA1635                         *CURRENT SURVEY CONTROL
 AA1635  ___________________________________________________________________
 AA1635* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA1635* NAVD 88     -         0.370  (meters)       1.21   (feet)  ADJUSTED  
 AA1635  ___________________________________________________________________
 AA1635  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA1635  DYNAMIC HT  -           0.369 (meters)       1.21  (feet)  COMP
 AA1635  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA1635
 AA1635  VERT ORDER  -  SECOND    CLASS I
 AA1635
 AA1635.The horizontal coordinates were scaled from a topographic map and have
 AA1635.an estimated accuracy of +/- 6 seconds.
 AA1635
 AA1635.The orthometric height was determined by differential leveling
 AA1635.and adjusted by the National Geodetic Survey in June 1991..
 AA1635
 AA1635.This Tidal Bench Mark is designated as VM 11335
 AA1635.by the Center for Operational Oceanographic Products and Services.
 AA1635
 AA1635.The geoid height was determined by GEOID03.
 AA1635
 AA1635.The dynamic height is computed by dividing the NAVD 88
 AA1635.geopotential number by the normal gravity value computed on the
 AA1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1635.degrees latitude (g = 980.6199 gals.).
 AA1635
 AA1635.The modeled gravity was interpolated from observed gravity values.
 AA1635
 AA1635;                    North         East    Units  Estimated Accuracy
 AA1635;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1635
 AA1635                          SUPERSEDED SURVEY CONTROL
 AA1635
 AA1635.No superseded survey control is available for this station.
 AA1635
 AA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1635_MARKER: DD = SURVEY DISK
 AA1635_SETTING: 0 = UNSPECIFIED SETTING
 AA1635_SP_SET: ALUMINUM POST WITH BASE PLATE
 AA1635_STAMPING: 4307 H 1986
 AA1635_MARK LOGO: FLDNR 
 AA1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1635
 AA1635  HISTORY     - Date     Condition        Report By
 AA1635  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1635
 AA1635                          STATION DESCRIPTION
 AA1635
 AA1635'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1635'IN CONTENT KEY.
 AA1635'BEGIN AT THE EAST END OF CONTENT KEY.  THE MARK BEARS 29 FEET WEST OF
 AA1635'THE EAST SHORELINE, 61.2 FEET SOUTH-SOUTHWEST OF NO 1A 1973, AND 55.3
 AA1635'FEET SOUTH-SOUTHEAST OF 4307 G 1986.  A DISK SET ON A 9-FOOT ALUMINUM
 AA1635'POST WITH A BASE PLATE INCASED IN PIPE PROJECTING 2 INCHES ABOVE THE
 AA1635'GROUND.  DISK IS RECESSED 1 INCH BELOW GROUND.
 AA1635'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1632 ***********************************************************************
 AA1632  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1632  DESIGNATION -  872 4307 TIDAL 1 A
 AA1632  PID         -  AA1632
 AA1632  STATE/COUNTY-  FL/MONROE
 AA1632  USGS QUAD   -  CONTENT KEYS (1972)
 AA1632
 AA1632                         *CURRENT SURVEY CONTROL
 AA1632  ___________________________________________________________________
 AA1632* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA1632* NAVD 88     -         0.526  (meters)       1.73   (feet)  ADJUSTED  
 AA1632  ___________________________________________________________________
 AA1632  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA1632  DYNAMIC HT  -           0.525 (meters)       1.72  (feet)  COMP
 AA1632  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA1632
 AA1632  VERT ORDER  -  SECOND    CLASS I
 AA1632
 AA1632.The horizontal coordinates were scaled from a topographic map and have
 AA1632.an estimated accuracy of +/- 6 seconds.
 AA1632
 AA1632.The orthometric height was determined by differential leveling
 AA1632.and adjusted by the National Geodetic Survey in June 1991..
 AA1632
 AA1632.This Tidal Bench Mark is designated as VM 11331
 AA1632.by the Center for Operational Oceanographic Products and Services.
 AA1632
 AA1632.The geoid height was determined by GEOID03.
 AA1632
 AA1632.The dynamic height is computed by dividing the NAVD 88
 AA1632.geopotential number by the normal gravity value computed on the
 AA1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1632.degrees latitude (g = 980.6199 gals.).
 AA1632
 AA1632.The modeled gravity was interpolated from observed gravity values.
 AA1632
 AA1632;                    North         East    Units  Estimated Accuracy
 AA1632;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1632
 AA1632                          SUPERSEDED SURVEY CONTROL
 AA1632
 AA1632.No superseded survey control is available for this station.
 AA1632
 AA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1632_MARKER: DJ = TIDAL STATION DISK
 AA1632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA1632_SP_SET: SHALLOW-SET PIPE
 AA1632_STAMPING: NO 1A 1973
 AA1632_MARK LOGO: NOS   
 AA1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1632
 AA1632  HISTORY     - Date     Condition        Report By
 AA1632  HISTORY     - 1973     MONUMENTED       NOS
 AA1632  HISTORY     - 1986     GOOD             FLDNR
 AA1632
 AA1632                          STATION DESCRIPTION
 AA1632
 AA1632'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1632'IN CONTENT KEY.
 AA1632'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, IN A SMALL CLEARING
 AA1632'BETWEEN MANGROVE TREES, 20 FEET WEST OF THE EAST SHORELINE OF THE
 AA1632'KEY, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0338 ***********************************************************************
 AA0338  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0338  DESIGNATION -  872 4307 TIDAL 2
 AA0338  PID         -  AA0338
 AA0338  STATE/COUNTY-  FL/MONROE
 AA0338  USGS QUAD   -  CONTENT KEYS (1972)
 AA0338
 AA0338                         *CURRENT SURVEY CONTROL
 AA0338  ___________________________________________________________________
 AA0338* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA0338* NAVD 88     -         0.920  (meters)       3.02   (feet)  ADJUSTED  
 AA0338  ___________________________________________________________________
 AA0338  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA0338  DYNAMIC HT  -           0.918 (meters)       3.01  (feet)  COMP
 AA0338  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA0338
 AA0338  VERT ORDER  -  SECOND    CLASS 0
 AA0338
 AA0338.The horizontal coordinates were scaled from a topographic map and have
 AA0338.an estimated accuracy of +/- 6 seconds.
 AA0338
 AA0338.The orthometric height was determined by differential leveling
 AA0338.and adjusted by the National Geodetic Survey in June 1991..
 AA0338
 AA0338.This Tidal Bench Mark is designated as VM 11328
 AA0338.by the Center for Operational Oceanographic Products and Services.
 AA0338
 AA0338.The geoid height was determined by GEOID03.
 AA0338
 AA0338.The dynamic height is computed by dividing the NAVD 88
 AA0338.geopotential number by the normal gravity value computed on the
 AA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0338.degrees latitude (g = 980.6199 gals.).
 AA0338
 AA0338.The modeled gravity was interpolated from observed gravity values.
 AA0338
 AA0338;                    North         East    Units  Estimated Accuracy
 AA0338;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA0338
 AA0338                          SUPERSEDED SURVEY CONTROL
 AA0338
 AA0338  NGVD 29 (??/??/92)    1.340  (m)            4.40   (f) ADJ UNCH    2 0
 AA0338
 AA0338.Superseded values are not recommended for survey control.
 AA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0338.See file dsdata.txt to determine how the superseded data were derived.
 AA0338
 AA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA0338_MARKER: DJ = TIDAL STATION DISK
 AA0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA0338_SP_SET: SHALLOW-SET PIPE
 AA0338_STAMPING: NO 2 1970
 AA0338_MARK LOGO: CGS   
 AA0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0338
 AA0338  HISTORY     - Date     Condition        Report By
 AA0338  HISTORY     - 1970     MONUMENTED       NGS
 AA0338  HISTORY     - 1971     GOOD             NGS
 AA0338  HISTORY     - 1986     GOOD             FLDNR
 AA0338
 AA0338                          STATION DESCRIPTION
 AA0338
 AA0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AA0338'AT CONTENT KEY.
 AA0338'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, AT A SMALL
 AA0338'CLEARING, 49.4 FEET NORTH OF BENCH MARK NO. 1 DESCRIBED, 39.3
 AA0338'FEET EAST OF BENCH MARK NO. 3 DESCRIBED, 16 FEET WEST OF THE
 AA0338'EAST SHORE OF THE KEY, 1 FOOT EAST OF A METAL WITNESS POST,
 AA0338'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AA0338
 AA0338                          STATION RECOVERY (1986)
 AA0338
 AA0338'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0339 ***********************************************************************
 AA0339  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0339  DESIGNATION -  872 4307 TIDAL 3
 AA0339  PID         -  AA0339
 AA0339  STATE/COUNTY-  FL/MONROE
 AA0339  USGS QUAD   -  CONTENT KEYS (1972)
 AA0339
 AA0339                         *CURRENT SURVEY CONTROL
 AA0339  ___________________________________________________________________
 AA0339* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA0339* NAVD 88     -         0.852  (meters)       2.80   (feet)  ADJUSTED  
 AA0339  ___________________________________________________________________
 AA0339  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA0339  DYNAMIC HT  -           0.850 (meters)       2.79  (feet)  COMP
 AA0339  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA0339
 AA0339  VERT ORDER  -  SECOND    CLASS 0
 AA0339
 AA0339.The horizontal coordinates were scaled from a topographic map and have
 AA0339.an estimated accuracy of +/- 6 seconds.
 AA0339
 AA0339.The orthometric height was determined by differential leveling
 AA0339.and adjusted by the National Geodetic Survey in June 1991..
 AA0339
 AA0339.This Tidal Bench Mark is designated as VM 11329
 AA0339.by the Center for Operational Oceanographic Products and Services.
 AA0339
 AA0339.The geoid height was determined by GEOID03.
 AA0339
 AA0339.The dynamic height is computed by dividing the NAVD 88
 AA0339.geopotential number by the normal gravity value computed on the
 AA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0339.degrees latitude (g = 980.6199 gals.).
 AA0339
 AA0339.The modeled gravity was interpolated from observed gravity values.
 AA0339
 AA0339;                    North         East    Units  Estimated Accuracy
 AA0339;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA0339
 AA0339                          SUPERSEDED SURVEY CONTROL
 AA0339
 AA0339  NGVD 29 (??/??/92)    1.270  (m)            4.17   (f) ADJ UNCH    2 0
 AA0339
 AA0339.Superseded values are not recommended for survey control.
 AA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0339.See file dsdata.txt to determine how the superseded data were derived.
 AA0339
 AA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA0339_MARKER: DJ = TIDAL STATION DISK
 AA0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA0339_SP_SET: SHALLOW-SET PIPE
 AA0339_STAMPING: NO 3 1970
 AA0339_MARK LOGO: CGS   
 AA0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0339
 AA0339  HISTORY     - Date     Condition        Report By
 AA0339  HISTORY     - 1970     MONUMENTED       NGS
 AA0339  HISTORY     - 1971     GOOD             NGS
 AA0339  HISTORY     - 1986     GOOD             FLDNR
 AA0339
 AA0339                          STATION DESCRIPTION
 AA0339
 AA0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AA0339'AT CONTENT KEY.
 AA0339'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, AT A SMALL
 AA0339'CLEARING, 39.3 FEET WEST OF BENCH MARK NO. 2 DESCRIBED, 36.0 FEET
 AA0339'SOUTH OF BENCH MARK NO. 4 DESCRIBED, 50 FEET WEST OF WATER
 AA0339'LINE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 1.2 FEET ABOVE
 AA0339'THE LEVEL OF THE GROUND.
 AA0339
 AA0339                          STATION RECOVERY (1986)
 AA0339
 AA0339'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1631 ***********************************************************************
 AA1631  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1631  DESIGNATION -  872 4307 TIDAL 4 A
 AA1631  PID         -  AA1631
 AA1631  STATE/COUNTY-  FL/MONROE
 AA1631  USGS QUAD   -  CONTENT KEYS (1972)
 AA1631
 AA1631                         *CURRENT SURVEY CONTROL
 AA1631  ___________________________________________________________________
 AA1631* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA1631* NAVD 88     -         0.988  (meters)       3.24   (feet)  ADJUSTED  
 AA1631  ___________________________________________________________________
 AA1631  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA1631  DYNAMIC HT  -           0.986 (meters)       3.23  (feet)  COMP
 AA1631  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA1631
 AA1631  VERT ORDER  -  SECOND    CLASS I
 AA1631
 AA1631.The horizontal coordinates were scaled from a topographic map and have
 AA1631.an estimated accuracy of +/- 6 seconds.
 AA1631
 AA1631.The orthometric height was determined by differential leveling
 AA1631.and adjusted by the National Geodetic Survey in June 1991..
 AA1631
 AA1631.This Tidal Bench Mark is designated as VM 11332
 AA1631.by the Center for Operational Oceanographic Products and Services.
 AA1631
 AA1631.The geoid height was determined by GEOID03.
 AA1631
 AA1631.The dynamic height is computed by dividing the NAVD 88
 AA1631.geopotential number by the normal gravity value computed on the
 AA1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1631.degrees latitude (g = 980.6199 gals.).
 AA1631
 AA1631.The modeled gravity was interpolated from observed gravity values.
 AA1631
 AA1631;                    North         East    Units  Estimated Accuracy
 AA1631;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1631
 AA1631                          SUPERSEDED SURVEY CONTROL
 AA1631
 AA1631.No superseded survey control is available for this station.
 AA1631
 AA1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1631_MARKER: DJ = TIDAL STATION DISK
 AA1631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA1631_SP_SET: SHALLOW-SET PIPE
 AA1631_STAMPING: NO 4A 1973
 AA1631_MARK LOGO: NOS   
 AA1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1631
 AA1631  HISTORY     - Date     Condition        Report By
 AA1631  HISTORY     - 1973     MONUMENTED       NOS
 AA1631  HISTORY     - 1986     GOOD             FLDNR
 AA1631
 AA1631                          STATION DESCRIPTION
 AA1631
 AA1631'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1631'IN CONTENT KEY.
 AA1631'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, IN A SMALL CLEARING
 AA1631'BETWEEN MANGROVE TREES, 28 FEET SOUTHWEST OF THE WATERS EDGE, AND ONE
 AA1631'FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0341 ***********************************************************************
 AA0341  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0341  DESIGNATION -  872 4307 TIDAL 5
 AA0341  PID         -  AA0341
 AA0341  STATE/COUNTY-  FL/MONROE
 AA0341  USGS QUAD   -  CONTENT KEYS (1972)
 AA0341
 AA0341                         *CURRENT SURVEY CONTROL
 AA0341  ___________________________________________________________________
 AA0341* NAD 83(1986)-  24 47 25.     (N)    081 28 59.     (W)     SCALED    
 AA0341* NAVD 88     -         1.005  (meters)       3.30   (feet)  ADJUSTED  
 AA0341  ___________________________________________________________________
 AA0341  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AA0341  DYNAMIC HT  -           1.003 (meters)       3.29  (feet)  COMP
 AA0341  MODELED GRAV-     978,979.8   (mgal)                       NAVD 88
 AA0341
 AA0341  VERT ORDER  -  SECOND    CLASS 0
 AA0341
 AA0341.The horizontal coordinates were scaled from a topographic map and have
 AA0341.an estimated accuracy of +/- 6 seconds.
 AA0341
 AA0341.The orthometric height was determined by differential leveling
 AA0341.and adjusted by the National Geodetic Survey in June 1991..
 AA0341
 AA0341.This Tidal Bench Mark is designated as VM 11330
 AA0341.by the Center for Operational Oceanographic Products and Services.
 AA0341
 AA0341.The geoid height was determined by GEOID03.
 AA0341
 AA0341.The dynamic height is computed by dividing the NAVD 88
 AA0341.geopotential number by the normal gravity value computed on the
 AA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0341.degrees latitude (g = 980.6199 gals.).
 AA0341
 AA0341.The modeled gravity was interpolated from observed gravity values.
 AA0341
 AA0341;                    North         East    Units  Estimated Accuracy
 AA0341;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA0341
 AA0341                          SUPERSEDED SURVEY CONTROL
 AA0341
 AA0341  NGVD 29 (??/??/92)    1.422  (m)            4.67   (f) ADJ UNCH    2 0
 AA0341
 AA0341.Superseded values are not recommended for survey control.
 AA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0341.See file dsdata.txt to determine how the superseded data were derived.
 AA0341
 AA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA0341_MARKER: DJ = TIDAL STATION DISK
 AA0341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA0341_SP_SET: SHALLOW-SET PIPE
 AA0341_STAMPING: NO 5 1970
 AA0341_MARK LOGO: CGS   
 AA0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0341
 AA0341  HISTORY     - Date     Condition        Report By
 AA0341  HISTORY     - 1970     MONUMENTED       NGS
 AA0341  HISTORY     - 1971     GOOD             NGS
 AA0341  HISTORY     - 1986     GOOD             FLDNR
 AA0341
 AA0341                          STATION DESCRIPTION
 AA0341
 AA0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AA0341'AT CONTENT KEY.
 AA0341'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, IN A SMALL
 AA0341'CLEARING BETWEEN MANGROVE TREES, 33 FEET NORTHWEST OF BENCH MARK
 AA0341'NO. 4 DESCRIBED, 12 FEET WEST OF THE WATER EDGE OF CONTENT
 AA0341'KEY, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, 2.6 FEET ABOVE
 AA0341'THE LEVEL OF THE GROUND.
 AA0341
 AA0341                          STATION RECOVERY (1986)
 AA0341
 AA0341'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0976 ***********************************************************************
 AA0976  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0976  DESIGNATION -  872 4313 D TIDAL
 AA0976  PID         -  AA0976
 AA0976  STATE/COUNTY-  FL/MONROE
 AA0976  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0976
 AA0976                         *CURRENT SURVEY CONTROL
 AA0976  ___________________________________________________________________
 AA0976* NAD 83(1986)-  24 39 52.     (N)    081 29 12.     (W)     SCALED    
 AA0976* NAVD 88     -         0.843  (meters)       2.77   (feet)  ADJUSTED  
 AA0976  ___________________________________________________________________
 AA0976  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0976  DYNAMIC HT  -           0.842 (meters)       2.76  (feet)  COMP
 AA0976  MODELED GRAV-     978,968.2   (mgal)                       NAVD 88
 AA0976
 AA0976  VERT ORDER  -  FIRST     CLASS II
 AA0976
 AA0976.The horizontal coordinates were scaled from a topographic map and have
 AA0976.an estimated accuracy of +/- 6 seconds.
 AA0976
 AA0976.The orthometric height was determined by differential leveling
 AA0976.and adjusted by the National Geodetic Survey in June 1991..
 AA0976
 AA0976.This Tidal Bench Mark is designated as VM 6937
 AA0976.by the Center for Operational Oceanographic Products and Services.
 AA0976
 AA0976.The geoid height was determined by GEOID03.
 AA0976
 AA0976.The dynamic height is computed by dividing the NAVD 88
 AA0976.geopotential number by the normal gravity value computed on the
 AA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0976.degrees latitude (g = 980.6199 gals.).
 AA0976
 AA0976.The modeled gravity was interpolated from observed gravity values.
 AA0976
 AA0976;                    North         East    Units  Estimated Accuracy
 AA0976;SPC FL E     -    36,760.      150,740.      MT  (+/- 180 meters Scaled)
 AA0976
 AA0976                          SUPERSEDED SURVEY CONTROL
 AA0976
 AA0976  NGVD 29 (09/01/92)    1.258  (m)            4.13   (f) ADJUSTED    1 2
 AA0976
 AA0976.Superseded values are not recommended for survey control.
 AA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0976.See file dsdata.txt to determine how the superseded data were derived.
 AA0976
 AA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH507278(NAD 83)
 AA0976_MARKER: DJ = TIDAL STATION DISK
 AA0976_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0976_SP_SET: LARGE POWER POLE BASE
 AA0976_STAMPING: 4313 D 1982
 AA0976_MARK LOGO: NOS   
 AA0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0976
 AA0976  HISTORY     - Date     Condition        Report By
 AA0976  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0976  HISTORY     - 19900926 GOOD             FLDNR
 AA0976
 AA0976                          STATION DESCRIPTION
 AA0976
 AA0976'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0976'2.55 MI WEST FROM SUMMERLAND KEY.
 AA0976'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.55 MILES
 AA0976'WEST ON U.S. HIGHWAY 1 (1.25 MILES WEST OF THE BRIDGE OVER
 AA0976'KEMP CHANNEL) TO THE MARK.  THE MARK BEARS 42.5 FEET SOUTH
 AA0976'OF THE CENTERLINE OF U.S. 1, 102.7 FEET EAST OF THE CENTERLINE
 AA0976'OF A PAVED ROAD LEADING SOUTH, 0.5 FOOT NORTHWEST OF THE
 AA0976'NORTHWEST CORNER OF A CONCRETE POWER POLE, AND IS SET
 AA0976'IN THE CONCRETE FOOTING OF THE POWER POLE.
 AA0976'THE MARK IS 2 FT BELOW HIGHWAY.
 AA0976
 AA0976                          STATION RECOVERY (1990)
 AA0976
 AA0976'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0976'RECOVERED IN GOOD CONDITION, EXCEPT THE MARK IS LOCATED 2.45 MI (3.94
 AA0976'KM) WEST OF THE POST OFFICE NOT 2.45 MI (3.94 KM) , AND THE MARK IS
 AA0976'2.0 FT (0.6 M) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0977 ***********************************************************************
 AA0977  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0977  DESIGNATION -  872 4313 TIDAL 1
 AA0977  PID         -  AA0977
 AA0977  STATE/COUNTY-  FL/MONROE
 AA0977  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0977
 AA0977                         *CURRENT SURVEY CONTROL
 AA0977  ___________________________________________________________________
 AA0977* NAD 83(1986)-  24 39 46.     (N)    081 29 29.     (W)     SCALED    
 AA0977* NAVD 88     -         0.317  (meters)       1.04   (feet)  ADJUSTED  
 AA0977  ___________________________________________________________________
 AA0977  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0977  DYNAMIC HT  -           0.316 (meters)       1.04  (feet)  COMP
 AA0977  MODELED GRAV-     978,968.1   (mgal)                       NAVD 88
 AA0977
 AA0977  VERT ORDER  -  SECOND    CLASS I
 AA0977
 AA0977.The horizontal coordinates were scaled from a topographic map and have
 AA0977.an estimated accuracy of +/- 6 seconds.
 AA0977
 AA0977.The orthometric height was determined by differential leveling
 AA0977.and adjusted by the National Geodetic Survey in June 1991..
 AA0977
 AA0977.This Tidal Bench Mark is designated as VM 6935
 AA0977.by the Center for Operational Oceanographic Products and Services.
 AA0977
 AA0977.The geoid height was determined by GEOID03.
 AA0977
 AA0977.The dynamic height is computed by dividing the NAVD 88
 AA0977.geopotential number by the normal gravity value computed on the
 AA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0977.degrees latitude (g = 980.6199 gals.).
 AA0977
 AA0977.The modeled gravity was interpolated from observed gravity values.
 AA0977
 AA0977;                    North         East    Units  Estimated Accuracy
 AA0977;SPC FL E     -    36,580.      150,260.      MT  (+/- 180 meters Scaled)
 AA0977
 AA0977                          SUPERSEDED SURVEY CONTROL
 AA0977
 AA0977.No superseded survey control is available for this station.
 AA0977
 AA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH502276(NAD 83)
 AA0977_MARKER: DJ = TIDAL STATION DISK
 AA0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0977_SP_SET: COPPER-CLAD STEEL ROD
 AA0977_STAMPING: NO.1 1974
 AA0977_MARK LOGO: NOS   
 AA0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0977
 AA0977  HISTORY     - Date     Condition        Report By
 AA0977  HISTORY     - 1974     MONUMENTED       NOS
 AA0977  HISTORY     - 1982     GOOD             FLDNR
 AA0977  HISTORY     - 19881108 GOOD             FLDNR
 AA0977
 AA0977                          STATION DESCRIPTION
 AA0977
 AA0977'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0977'3.0 MI WEST FROM SUMMERLAND KEY.
 AA0977'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.8 MILES WEST
 AA0977'ON U.S. HIGHWAY 1 TO A PRIVATE DRIVE LEADING SOUTH (1.5 MILES
 AA0977'WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.2 MILE SOUTH ON
 AA0977'THE PRIVATE DRIVE TO A SMALL HOME ON STILTS (CHET ROGERS
 AA0977'RESIDENCE) AND THE MARK.  THE MARK IS NEAR THE SOUTHEAST
 AA0977'PROPERTY CORNER, 67.6 FEET NORTH OF THE SHORELINE, 81.4 FEET
 AA0977'EAST OF TIDAL BENCH MARK NO 2 1974, AND IS SET ATOP A
 AA0977'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL, ENCASED IN
 AA0977'CONCRETE, PROJECTING 2 INCHES.
 AA0977
 AA0977                          STATION RECOVERY (1988)
 AA0977
 AA0977'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0977'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SINGLE FLOOR
 AA0977'HOUSE ON STILTS IS NOW VACANT AND RUN DOWN.  THE HOUSE IS A SMALL
 AA0977'WOOD STRUCTURE.  LOCATED 20.7 M (67.9 FT) SOUTHEAST OF THE SOUTHEAST
 AA0977'CORNER OF THE HOUSE AND 47.0 M (154.2 FT) SOUTH OF BENCHMARK NO.3
 AA0977'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0978 ***********************************************************************
 AA0978  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0978  DESIGNATION -  872 4313 TIDAL 2
 AA0978  PID         -  AA0978
 AA0978  STATE/COUNTY-  FL/MONROE
 AA0978  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0978
 AA0978                         *CURRENT SURVEY CONTROL
 AA0978  ___________________________________________________________________
 AA0978* NAD 83(1986)-  24 39 46.     (N)    081 29 29.     (W)     SCALED    
 AA0978* NAVD 88     -         0.365  (meters)       1.20   (feet)  ADJUSTED  
 AA0978  ___________________________________________________________________
 AA0978  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0978  DYNAMIC HT  -           0.364 (meters)       1.19  (feet)  COMP
 AA0978  MODELED GRAV-     978,968.1   (mgal)                       NAVD 88
 AA0978
 AA0978  VERT ORDER  -  SECOND    CLASS I
 AA0978
 AA0978.The horizontal coordinates were scaled from a topographic map and have
 AA0978.an estimated accuracy of +/- 6 seconds.
 AA0978
 AA0978.The orthometric height was determined by differential leveling
 AA0978.and adjusted by the National Geodetic Survey in June 1991..
 AA0978
 AA0978.This Tidal Bench Mark is designated as VM 6936
 AA0978.by the Center for Operational Oceanographic Products and Services.
 AA0978
 AA0978.The geoid height was determined by GEOID03.
 AA0978
 AA0978.The dynamic height is computed by dividing the NAVD 88
 AA0978.geopotential number by the normal gravity value computed on the
 AA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0978.degrees latitude (g = 980.6199 gals.).
 AA0978
 AA0978.The modeled gravity was interpolated from observed gravity values.
 AA0978
 AA0978;                    North         East    Units  Estimated Accuracy
 AA0978;SPC FL E     -    36,580.      150,260.      MT  (+/- 180 meters Scaled)
 AA0978
 AA0978                          SUPERSEDED SURVEY CONTROL
 AA0978
 AA0978.No superseded survey control is available for this station.
 AA0978
 AA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH502276(NAD 83)
 AA0978_MARKER: DJ = TIDAL STATION DISK
 AA0978_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0978_SP_SET: COPPER-CLAD STEEL ROD
 AA0978_STAMPING: NO.2 1974
 AA0978_MARK LOGO: NOS   
 AA0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0978
 AA0978  HISTORY     - Date     Condition        Report By
 AA0978  HISTORY     - 1974     MONUMENTED       NOS
 AA0978  HISTORY     - 1982     GOOD             FLDNR
 AA0978  HISTORY     - 19881108 GOOD             FLDNR
 AA0978
 AA0978                          STATION DESCRIPTION
 AA0978
 AA0978'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0978'3.0 MI WEST FROM SUMMERLAND KEY.
 AA0978'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.8 MILES WEST
 AA0978'ON U.S. HIGHWAY 1 TO A PRIVATE DRIVE LEADING SOUTH (1.5 MILES
 AA0978'WEST OF THE BRIDGE OVER KEMP CHANNEL), GO O.2 MILE SOUTH ON THE
 AA0978'PRIVATE DRIVE TO A SMALL HOME ON STILTS (CHET ROGERS RESIDENCE)
 AA0978'AND THE MARK.  THE MARK IS NEAR THE SOUTHWEST PROPERTY CORNER,
 AA0978'81.4 FEET WEST OF TIDAL BENCH MARK NO 1 1974, 61.4 FEET SOUTHWEST
 AA0978'OF THE SOUTHWEST CORNER OF THE HOUSE, 4.9 FEET NORTH OF THE
 AA0978'WATERS EDGE, SET ATOP A COPPER-COATED STEEL ROD DRIVEN
 AA0978'TO REFUSAL AND ENCASED IN CONCRETE, AND PROJECTS 2 INCHES.
 AA0978
 AA0978                          STATION RECOVERY (1988)
 AA0978
 AA0978'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0978'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SINGLE FLOOR
 AA0978'HOUSE ON STILTS IS NOW VACANT AND RUN DOWN.  THE HOUSE IS A SMALL
 AA0978'WOOD STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0979 ***********************************************************************
 AA0979  DESIGNATION -  872 4313 TIDAL 3
 AA0979  PID         -  AA0979
 AA0979  STATE/COUNTY-  FL/MONROE
 AA0979  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0979
 AA0979                         *CURRENT SURVEY CONTROL
 AA0979  ___________________________________________________________________
 AA0979* NAD 83(1986)-  24 39 46.     (N)    081 29 29.     (W)     SCALED    
 AA0979* NAVD 88     -         1.051  (meters)       3.45   (feet)  ADJUSTED  
 AA0979  ___________________________________________________________________
 AA0979  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0979  DYNAMIC HT  -           1.049 (meters)       3.44  (feet)  COMP
 AA0979  MODELED GRAV-     978,968.1   (mgal)                       NAVD 88
 AA0979
 AA0979  VERT ORDER  -  SECOND    CLASS I
 AA0979
 AA0979.The horizontal coordinates were scaled from a topographic map and have
 AA0979.an estimated accuracy of +/- 6 seconds.
 AA0979
 AA0979.The orthometric height was determined by differential leveling
 AA0979.and adjusted by the National Geodetic Survey in June 1991..
 AA0979
 AA0979.The geoid height was determined by GEOID03.
 AA0979
 AA0979.The dynamic height is computed by dividing the NAVD 88
 AA0979.geopotential number by the normal gravity value computed on the
 AA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0979.degrees latitude (g = 980.6199 gals.).
 AA0979
 AA0979.The modeled gravity was interpolated from observed gravity values.
 AA0979
 AA0979;                    North         East    Units  Estimated Accuracy
 AA0979;SPC FL E     -    36,580.      150,260.      MT  (+/- 180 meters Scaled)
 AA0979
 AA0979                          SUPERSEDED SURVEY CONTROL
 AA0979
 AA0979.No superseded survey control is available for this station.
 AA0979
 AA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH502276(NAD 83)
 AA0979_MARKER: DJ = TIDAL STATION DISK
 AA0979_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0979_SP_SET: COPPER-CLAD STEEL ROD
 AA0979_STAMPING: NO.3 1974
 AA0979_MARK LOGO: NOS   
 AA0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0979
 AA0979  HISTORY     - Date     Condition        Report By
 AA0979  HISTORY     - 1974     MONUMENTED       NOS
 AA0979  HISTORY     - 1982     GOOD             FLDNR
 AA0979  HISTORY     - 19881108 GOOD             FLDNR
 AA0979
 AA0979                          STATION DESCRIPTION
 AA0979
 AA0979'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0979'3.0 MI WEST FROM SUMMERLAND KEY.
 AA0979'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.8 MILES WEST
 AA0979'ON U.S. HIGHWAY 1 TO A PRIVATE DRIVE LEADING SOUTH (1.5 MILES
 AA0979'WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.2 MILE SOUTH ON
 AA0979'THE PRIVATE DRIVE TO A SMALL HOME ON STILTS (CHET ROGERS
 AA0979'RESIDENCE) AND THE MARK.  THE MARK IS NEAR THE NORTHEAST
 AA0979'PROPERTY CORNER, 154.2 FEET NORTH OF TIDAL BENCH MARK NO 1
 AA0979'1974, 23 FEET EAST OF A TELEPHONE POLE, 12.1 FEET EAST OF THE
 AA0979'CENTERLINE OF THE DRIVE, SET ATOP A COPPER-COATED STEEL
 AA0979'ROD DRIVEN TO REFUSAL AND ENCASED IN CONCRETE, AND PROJECTS
 AA0979'2 INCHES.
 AA0979
 AA0979                          STATION RECOVERY (1988)
 AA0979
 AA0979'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0979'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SINGLE FLOOR
 AA0979'HOUSE ON STILTS IS NOW VACANT AND RUN DOWN.  THE HOUSE IS A SMALL
 AA0979'WOOD STRUCTURE.  LOCATED 14.84 M (48.69 FT) EAST OF THE SOUTHEAST
 AA0979'CORNER OF A NEW LARGE STILT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0721 ***********************************************************************
 AA0721  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0721  DESIGNATION -  872 4326 D TIDAL
 AA0721  PID         -  AA0721
 AA0721  STATE/COUNTY-  FL/MONROE
 AA0721  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0721
 AA0721                         *CURRENT SURVEY CONTROL
 AA0721  ___________________________________________________________________
 AA0721* NAD 83(1986)-  24 39 14.     (N)    081 30 53.     (W)     SCALED    
 AA0721* NAVD 88     -         0.390  (meters)       1.28   (feet)  ADJUSTED  
 AA0721  ___________________________________________________________________
 AA0721  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0721  DYNAMIC HT  -           0.390 (meters)       1.28  (feet)  COMP
 AA0721  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0721
 AA0721  VERT ORDER  -  SECOND    CLASS I
 AA0721
 AA0721.The horizontal coordinates were scaled from a topographic map and have
 AA0721.an estimated accuracy of +/- 6 seconds.
 AA0721
 AA0721.The orthometric height was determined by differential leveling
 AA0721.and adjusted by the National Geodetic Survey in June 1991..
 AA0721
 AA0721.This Tidal Bench Mark is designated as VM 6942
 AA0721.by the Center for Operational Oceanographic Products and Services.
 AA0721
 AA0721.The geoid height was determined by GEOID03.
 AA0721
 AA0721.The dynamic height is computed by dividing the NAVD 88
 AA0721.geopotential number by the normal gravity value computed on the
 AA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0721.degrees latitude (g = 980.6199 gals.).
 AA0721
 AA0721.The modeled gravity was interpolated from observed gravity values.
 AA0721
 AA0721;                    North         East    Units  Estimated Accuracy
 AA0721;SPC FL E     -    35,600.      147,900.      MT  (+/- 180 meters Scaled)
 AA0721
 AA0721                          SUPERSEDED SURVEY CONTROL
 AA0721
 AA0721.No superseded survey control is available for this station.
 AA0721
 AA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479267(NAD 83)
 AA0721_MARKER: DJ = TIDAL STATION DISK
 AA0721_SETTING: 66 = SET IN ROCK OUTCROP
 AA0721_SP_SET: ROCK OUTCROP
 AA0721_STAMPING: 4326 D 1982
 AA0721_MARK LOGO: NOS   
 AA0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0721+STABILITY: POSITION/ELEVATION WELL
 AA0721
 AA0721  HISTORY     - Date     Condition        Report By
 AA0721  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0721
 AA0721                          STATION DESCRIPTION
 AA0721
 AA0721'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0721'3.45 MI NE FROM SUGARLOAF SHORES.
 AA0721'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 2.85 MILES
 AA0721'NORTHEAST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939, GO 0.55 MILE
 AA0721'SOUTHERLY ON C-939 TO A PRIVATE DRIVE, GO 0.05 MILE EASTERLY
 AA0721'ON THE DRIVE TO THE MARK. THE MARK BEARS 27.4 FEET NORTH OF
 AA0721'THE CENTERLINE OF THE DRIVE, 46.55 FEET NORTH-NORTHEAST OF
 AA0721'THE NORTHEAST CORNER OF A CARPORT, AND 53.2 FEET SOUTHWEST OF THE
 AA0721'NORTHEAST CORNER OF A UTILITY BUILDING.
 AA0721'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0722 ***********************************************************************
 AA0722  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0722  DESIGNATION -  872 4326 E TIDAL
 AA0722  PID         -  AA0722
 AA0722  STATE/COUNTY-  FL/MONROE
 AA0722  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0722
 AA0722                         *CURRENT SURVEY CONTROL
 AA0722  ___________________________________________________________________
 AA0722* NAD 83(1986)-  24 39 14.     (N)    081 30 53.     (W)     SCALED    
 AA0722* NAVD 88     -         0.428  (meters)       1.40   (feet)  ADJUSTED  
 AA0722  ___________________________________________________________________
 AA0722  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0722  DYNAMIC HT  -           0.428 (meters)       1.40  (feet)  COMP
 AA0722  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0722
 AA0722  VERT ORDER  -  SECOND    CLASS I
 AA0722
 AA0722.The horizontal coordinates were scaled from a topographic map and have
 AA0722.an estimated accuracy of +/- 6 seconds.
 AA0722
 AA0722.The orthometric height was determined by differential leveling
 AA0722.and adjusted by the National Geodetic Survey in June 1991..
 AA0722
 AA0722.This Tidal Bench Mark is designated as VM 6943
 AA0722.by the Center for Operational Oceanographic Products and Services.
 AA0722
 AA0722.The geoid height was determined by GEOID03.
 AA0722
 AA0722.The dynamic height is computed by dividing the NAVD 88
 AA0722.geopotential number by the normal gravity value computed on the
 AA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0722.degrees latitude (g = 980.6199 gals.).
 AA0722
 AA0722.The modeled gravity was interpolated from observed gravity values.
 AA0722
 AA0722;                    North         East    Units  Estimated Accuracy
 AA0722;SPC FL E     -    35,600.      147,900.      MT  (+/- 180 meters Scaled)
 AA0722
 AA0722                          SUPERSEDED SURVEY CONTROL
 AA0722
 AA0722.No superseded survey control is available for this station.
 AA0722
 AA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479267(NAD 83)
 AA0722_MARKER: DJ = TIDAL STATION DISK
 AA0722_SETTING: 66 = SET IN ROCK OUTCROP
 AA0722_SP_SET: ROCK OUTCROP
 AA0722_STAMPING: 4326 E 1982
 AA0722_MARK LOGO: NOS   
 AA0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0722+STABILITY: POSITION/ELEVATION WELL
 AA0722
 AA0722  HISTORY     - Date     Condition        Report By
 AA0722  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0722
 AA0722                          STATION DESCRIPTION
 AA0722
 AA0722'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0722'3.45 MI NE FROM SUGARLOAF SHORES.
 AA0722'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 2.85 MILES
 AA0722'NORTHEAST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939, GO 0.55 MILE
 AA0722'SOUTHERLY ON C-939 TO A PRIVATE DRIVE, GO 0.05 MILE EASTERLY
 AA0722'ON THE DRIVE TO THE MARK.  THE MARK BEARS 19.9 FEET NORTH OF
 AA0722'THE CENTERLINE OF THE DRIVE, 39.4 FEET NORTH-NORTHWEST OF THE
 AA0722'NORTHWEST CORNER OF A CARPORT, 65.65 FEET NORTH-NORTHEAST OF
 AA0722'THE NORTHWEST CORNER OF THE HOUSE, AND 29.7 FEET WEST OF THE
 AA0722'NORTHWEST CORNER OF A 3-FOOT BY 6-FOOT CONCRETE SLAB.
 AA0722'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1677 ***********************************************************************
 AA1677  DESIGNATION -  872 4326 F TIDAL
 AA1677  PID         -  AA1677
 AA1677  STATE/COUNTY-  FL/MONROE
 AA1677  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1677
 AA1677                         *CURRENT SURVEY CONTROL
 AA1677  ___________________________________________________________________
 AA1677* NAD 83(1986)-  24 39 17.     (N)    081 30 58.     (W)     SCALED    
 AA1677* NAVD 88     -         0.622  (meters)       2.04   (feet)  ADJUSTED  
 AA1677  ___________________________________________________________________
 AA1677  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1677  DYNAMIC HT  -           0.621 (meters)       2.04  (feet)  COMP
 AA1677  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA1677
 AA1677  VERT ORDER  -  FIRST     CLASS II
 AA1677
 AA1677.The horizontal coordinates were scaled from a topographic map and have
 AA1677.an estimated accuracy of +/- 6 seconds.
 AA1677
 AA1677.The orthometric height was determined by differential leveling
 AA1677.and adjusted by the National Geodetic Survey in May 1994..
 AA1677
 AA1677.The geoid height was determined by GEOID03.
 AA1677
 AA1677.The dynamic height is computed by dividing the NAVD 88
 AA1677.geopotential number by the normal gravity value computed on the
 AA1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1677.degrees latitude (g = 980.6199 gals.).
 AA1677
 AA1677.The modeled gravity was interpolated from observed gravity values.
 AA1677
 AA1677;                    North         East    Units  Estimated Accuracy
 AA1677;SPC FL E     -    35,700.      147,760.      MT  (+/- 180 meters Scaled)
 AA1677
 AA1677                          SUPERSEDED SURVEY CONTROL
 AA1677
 AA1677  NGVD 29 (09/01/92)    1.039  (m)            3.41   (f) ADJUSTED    1 2
 AA1677
 AA1677.Superseded values are not recommended for survey control.
 AA1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1677.See file dsdata.txt to determine how the superseded data were derived.
 AA1677
 AA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH477268(NAD 83)
 AA1677_MARKER: DJ = TIDAL STATION DISK
 AA1677_SETTING: 66 = SET IN ROCK OUTCROP
 AA1677_SP_SET: ROCK OUTCROP
 AA1677_STAMPING: 4326 F 1988
 AA1677_MARK LOGO: NOS   
 AA1677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1677+STABILITY: POSITION/ELEVATION WELL
 AA1677
 AA1677  HISTORY     - Date     Condition        Report By
 AA1677  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1677
 AA1677                          STATION DESCRIPTION
 AA1677
 AA1677'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1677'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1677'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.59 KM (2.85 MI) TO THE JUNCTION OF
 AA1677'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1677'0.80 KM (0.50 MI) TO THE MARK.  LOCATED 80.77 M (264.99 FT) NORTH OF
 AA1677'THE EXTENDED CENTERLINE OF A DRIVEWAY FOR THE HOUSE AT PIRATES COVE,
 AA1677'4.88 M (16.01 FT) WEST OF THE CENTERLINE OF COUNTY ROAD C-939 AND 2.9
 AA1677'M (9.5 FT) EAST-SOUTHEAST OF POWER POLE NUMBER SL 53 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1674 ***********************************************************************
 AA1674  DESIGNATION -  872 4326 G TIDAL
 AA1674  PID         -  AA1674
 AA1674  STATE/COUNTY-  FL/MONROE
 AA1674  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1674
 AA1674                         *CURRENT SURVEY CONTROL
 AA1674  ___________________________________________________________________
 AA1674* NAD 83(1986)-  24 39 15.     (N)    081 30 56.     (W)     SCALED    
 AA1674* NAVD 88     -         0.610  (meters)       2.00   (feet)  ADJUSTED  
 AA1674  ___________________________________________________________________
 AA1674  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1674  DYNAMIC HT  -           0.609 (meters)       2.00  (feet)  COMP
 AA1674  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA1674
 AA1674  VERT ORDER  -  FIRST     CLASS II
 AA1674
 AA1674.The horizontal coordinates were scaled from a topographic map and have
 AA1674.an estimated accuracy of +/- 6 seconds.
 AA1674
 AA1674.The orthometric height was determined by differential leveling
 AA1674.and adjusted by the National Geodetic Survey in May 1994..
 AA1674
 AA1674.The geoid height was determined by GEOID03.
 AA1674
 AA1674.The dynamic height is computed by dividing the NAVD 88
 AA1674.geopotential number by the normal gravity value computed on the
 AA1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1674.degrees latitude (g = 980.6199 gals.).
 AA1674
 AA1674.The modeled gravity was interpolated from observed gravity values.
 AA1674
 AA1674;                    North         East    Units  Estimated Accuracy
 AA1674;SPC FL E     -    35,630.      147,810.      MT  (+/- 180 meters Scaled)
 AA1674
 AA1674                          SUPERSEDED SURVEY CONTROL
 AA1674
 AA1674  NGVD 29 (09/01/92)    1.026  (m)            3.37   (f) ADJUSTED    1 2
 AA1674
 AA1674.Superseded values are not recommended for survey control.
 AA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1674.See file dsdata.txt to determine how the superseded data were derived.
 AA1674
 AA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478267(NAD 83)
 AA1674_MARKER: DJ = TIDAL STATION DISK
 AA1674_SETTING: 66 = SET IN ROCK OUTCROP
 AA1674_SP_SET: ROCK OUTCROP
 AA1674_STAMPING: 4326 G 1988
 AA1674_MARK LOGO: NOS   
 AA1674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1674+STABILITY: POSITION/ELEVATION WELL
 AA1674
 AA1674  HISTORY     - Date     Condition        Report By
 AA1674  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1674
 AA1674                          STATION DESCRIPTION
 AA1674
 AA1674'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1674'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1674'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.59 KM (2.85 MI) TO THE JUNCTION OF
 AA1674'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1674'0.88 KM (0.55 MI) TO A DRIVEWAY FOR THE HOUSE AT PIRATES COVE AND THE
 AA1674'MARK.  LOCATED 35.36 M (116.01 FT) NORTH OF THE CENTERLINE OF THE
 AA1674'DRIVEWAY, 22.74 M (74.61 FT) NORTH OF A SECURITY LIGHT POLE, 15.54 M
 AA1674'(50.98 FT) EAST OF THE CENTERLINE OF COUNTY ROAD C-939, 8.96 M (29.40
 AA1674'FT) EAST OF A 0.06 M (0.20 FT) WATER MAIN LINE AND 60.04 M (196.98
 AA1674'FT) WEST-NORTHWEST OF TIDAL BENCHMARK 4326 H 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1676 ***********************************************************************
 AA1676  DESIGNATION -  872 4326 H TIDAL
 AA1676  PID         -  AA1676
 AA1676  STATE/COUNTY-  FL/MONROE
 AA1676  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1676
 AA1676                         *CURRENT SURVEY CONTROL
 AA1676  ___________________________________________________________________
 AA1676* NAD 83(1986)-  24 39 15.     (N)    081 30 55.     (W)     SCALED    
 AA1676* NAVD 88     -         0.395  (meters)       1.30   (feet)  ADJUSTED  
 AA1676  ___________________________________________________________________
 AA1676  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1676  DYNAMIC HT  -           0.395 (meters)       1.30  (feet)  COMP
 AA1676  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA1676
 AA1676  VERT ORDER  -  FIRST     CLASS II
 AA1676
 AA1676.The horizontal coordinates were scaled from a topographic map and have
 AA1676.an estimated accuracy of +/- 6 seconds.
 AA1676
 AA1676.The orthometric height was determined by differential leveling
 AA1676.and adjusted by the National Geodetic Survey in May 1994..
 AA1676
 AA1676.The geoid height was determined by GEOID03.
 AA1676
 AA1676.The dynamic height is computed by dividing the NAVD 88
 AA1676.geopotential number by the normal gravity value computed on the
 AA1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1676.degrees latitude (g = 980.6199 gals.).
 AA1676
 AA1676.The modeled gravity was interpolated from observed gravity values.
 AA1676
 AA1676;                    North         East    Units  Estimated Accuracy
 AA1676;SPC FL E     -    35,630.      147,840.      MT  (+/- 180 meters Scaled)
 AA1676
 AA1676                          SUPERSEDED SURVEY CONTROL
 AA1676
 AA1676  NGVD 29 (09/01/92)    0.812  (m)            2.66   (f) ADJUSTED    1 2
 AA1676
 AA1676.Superseded values are not recommended for survey control.
 AA1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1676.See file dsdata.txt to determine how the superseded data were derived.
 AA1676
 AA1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478267(NAD 83)
 AA1676_MARKER: DJ = TIDAL STATION DISK
 AA1676_SETTING: 66 = SET IN ROCK OUTCROP
 AA1676_SP_SET: ROCK OUTCROP
 AA1676_STAMPING: 4326 H 1988
 AA1676_MARK LOGO: NOS   
 AA1676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1676+STABILITY: POSITION/ELEVATION WELL
 AA1676
 AA1676  HISTORY     - Date     Condition        Report By
 AA1676  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1676
 AA1676                          STATION DESCRIPTION
 AA1676
 AA1676'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1676'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1676'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.59 KM (2.85 MI) TO THE JUNCTION OF
 AA1676'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1676'0.88 KM (0.55 MI) TO A DRIVEWAY FOR THE HOUSE AT PIRATES COVE AND THE
 AA1676'MARK.  LOCATED 49.07 M (160.99 FT) NORTH-NORTHWEST OF THE NORTHEAST
 AA1676'CORNER OF THE HOUSE, 42.67 M (139.99 FT) NORTHWEST OF THE NORTHWEST
 AA1676'CORNER OF THE HOUSE, 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF A TALL
 AA1676'COCONUT PALM TREE, 60.04 M (196.98 FT) EAST-SOUTHEAST OF TIDAL
 AA1676'BENCHMARK 4326 G 1988 AND 32.8 M (107.6 FT) NORTHWEST OF TIDAL
 AA1676'BENCHMARK 4326 J 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1675 ***********************************************************************
 AA1675  DESIGNATION -  872 4326 J TIDAL
 AA1675  PID         -  AA1675
 AA1675  STATE/COUNTY-  FL/MONROE
 AA1675  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1675
 AA1675                         *CURRENT SURVEY CONTROL
 AA1675  ___________________________________________________________________
 AA1675* NAD 83(1986)-  24 39 15.     (N)    081 30 54.     (W)     SCALED    
 AA1675* NAVD 88     -         0.320  (meters)       1.05   (feet)  ADJUSTED  
 AA1675  ___________________________________________________________________
 AA1675  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1675  DYNAMIC HT  -           0.320 (meters)       1.05  (feet)  COMP
 AA1675  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA1675
 AA1675  VERT ORDER  -  FIRST     CLASS II
 AA1675
 AA1675.The horizontal coordinates were scaled from a topographic map and have
 AA1675.an estimated accuracy of +/- 6 seconds.
 AA1675
 AA1675.The orthometric height was determined by differential leveling
 AA1675.and adjusted by the National Geodetic Survey in May 1994..
 AA1675
 AA1675.The geoid height was determined by GEOID03.
 AA1675
 AA1675.The dynamic height is computed by dividing the NAVD 88
 AA1675.geopotential number by the normal gravity value computed on the
 AA1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1675.degrees latitude (g = 980.6199 gals.).
 AA1675
 AA1675.The modeled gravity was interpolated from observed gravity values.
 AA1675
 AA1675;                    North         East    Units  Estimated Accuracy
 AA1675;SPC FL E     -    35,630.      147,870.      MT  (+/- 180 meters Scaled)
 AA1675
 AA1675                          SUPERSEDED SURVEY CONTROL
 AA1675
 AA1675  NGVD 29 (09/01/92)    0.737  (m)            2.42   (f) ADJUSTED    1 2
 AA1675
 AA1675.Superseded values are not recommended for survey control.
 AA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1675.See file dsdata.txt to determine how the superseded data were derived.
 AA1675
 AA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478267(NAD 83)
 AA1675_MARKER: DJ = TIDAL STATION DISK
 AA1675_SETTING: 66 = SET IN ROCK OUTCROP
 AA1675_SP_SET: ROCK OUTCROP
 AA1675_STAMPING: 4326 J 1988
 AA1675_MARK LOGO: NOS   
 AA1675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1675+STABILITY: POSITION/ELEVATION WELL
 AA1675
 AA1675  HISTORY     - Date     Condition        Report By
 AA1675  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1675
 AA1675                          STATION DESCRIPTION
 AA1675
 AA1675'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1675'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1675'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.58 KM (2.85 MI) TO THE JUNCTION OF
 AA1675'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1675'0.88 KM (0.55 MI) TO THE DRIVEWAY FOR PIRATES COVE AND THE MARK.
 AA1675'LOCATED 42.06 M (137.99 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AA1675'BOAT BASIN, 30.48 M (100.00 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 AA1675'THE HOUSE, 8.62 M (28.28 FT) NORTH OF THE NORTHEAST CORNER OF THE
 AA1675'HOUSE AND 32.80 M (107.61 FT) SOUTHEAST OF TIDAL BENCHMARK 4326 H
 AA1675'1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0147 ***********************************************************************
 AA0147  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0147  DESIGNATION -  872 4326 TIDAL 3
 AA0147  PID         -  AA0147
 AA0147  STATE/COUNTY-  FL/MONROE
 AA0147  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0147
 AA0147                         *CURRENT SURVEY CONTROL
 AA0147  ___________________________________________________________________
 AA0147* NAD 83(1986)-  24 39 14.     (N)    081 30 53.     (W)     SCALED    
 AA0147* NAVD 88     -         0.882  (meters)       2.89   (feet)  ADJUSTED  
 AA0147  ___________________________________________________________________
 AA0147  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0147  DYNAMIC HT  -           0.880 (meters)       2.89  (feet)  COMP
 AA0147  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA0147
 AA0147  VERT ORDER  -  FIRST     CLASS II
 AA0147
 AA0147.The horizontal coordinates were scaled from a topographic map and have
 AA0147.an estimated accuracy of +/- 6 seconds.
 AA0147
 AA0147.The orthometric height was determined by differential leveling
 AA0147.and adjusted by the National Geodetic Survey in June 1991..
 AA0147.WARNING-Repeat measurements at this control monument indicate possible
 AA0147.vertical movement.
 AA0147
 AA0147.This Tidal Bench Mark is designated as VM 6939
 AA0147.by the Center for Operational Oceanographic Products and Services.
 AA0147
 AA0147.The geoid height was determined by GEOID03.
 AA0147
 AA0147.The dynamic height is computed by dividing the NAVD 88
 AA0147.geopotential number by the normal gravity value computed on the
 AA0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0147.degrees latitude (g = 980.6199 gals.).
 AA0147
 AA0147.The modeled gravity was interpolated from observed gravity values.
 AA0147
 AA0147;                    North         East    Units  Estimated Accuracy
 AA0147;SPC FL E     -    35,600.      147,900.      MT  (+/- 180 meters Scaled)
 AA0147
 AA0147                          SUPERSEDED SURVEY CONTROL
 AA0147
 AA0147  NGVD 29 (09/01/92)    1.296  (m)            4.25   (f) ADJUSTED    1 2
 AA0147
 AA0147.Superseded values are not recommended for survey control.
 AA0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0147.See file dsdata.txt to determine how the superseded data were derived.
 AA0147
 AA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479267(NAD 83)
 AA0147_MARKER: DJ = TIDAL STATION DISK
 AA0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0147_SP_SET: STEP
 AA0147_STAMPING: NO 3 1937
 AA0147_MARK LOGO: CGS   
 AA0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0147
 AA0147  HISTORY     - Date     Condition        Report By
 AA0147  HISTORY     - 1937     MONUMENTED       CGS
 AA0147  HISTORY     - 1966     GOOD             NGS
 AA0147  HISTORY     - 1978     GOOD             NGS
 AA0147  HISTORY     - 1982     GOOD             FLDNR
 AA0147
 AA0147                          STATION DESCRIPTION
 AA0147
 AA0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0147'19.8 MI NE FROM KEY WEST.
 AA0147'19.2 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC
 AA0147'CHURCH AT KEY WEST, THENCE 0.55 MILE SOUTH ALONG STATE HIGHWAY
 AA0147'939, THENCE 0.05 MILE EAST ALONG A DRIVEWAY TO PLACE LOCALLY
 AA0147'KNOWN AS PIRATES COVE, ON SUGARLOAF KEY, SET ON THE TOP AND IN
 AA0147'THE CENTER OF THE 3 RD CONCRETE STEP FROM THE BOTTOM OF 4 STEPS
 AA0147'LEADING TO A FLOWER GARDEN, 54 FEET SOUTHEAST OF THE NORTHEAST
 AA0147'CORNER OF A HOUSE, 63 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY,
 AA0147'130.5 FEET SOUTH OF AND ACROSS DRIVEWAY FROM BENCH MARK E 272
 AA0147'DESCRIBED, AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AA0147
 AA0147                          STATION RECOVERY (1978)
 AA0147
 AA0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0147'RECOVERED IN GOOD CONDITION.
 AA0147
 AA0147                          STATION RECOVERY (1982)
 AA0147
 AA0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0787 ***********************************************************************
 AA0787  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0787  DESIGNATION -  872 4328 F TIDAL
 AA0787  PID         -  AA0787
 AA0787  STATE/COUNTY-  FL/MONROE
 AA0787  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0787
 AA0787                         *CURRENT SURVEY CONTROL
 AA0787  ___________________________________________________________________
 AA0787* NAD 83(1986)-  24 42 02.     (N)    081 30 17.     (W)     SCALED    
 AA0787* NAVD 88     -         1.938  (meters)       6.36   (feet)  ADJUSTED  
 AA0787  ___________________________________________________________________
 AA0787  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 AA0787  DYNAMIC HT  -           1.935 (meters)       6.35  (feet)  COMP
 AA0787  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AA0787
 AA0787  VERT ORDER  -  SECOND    CLASS I
 AA0787
 AA0787.The horizontal coordinates were scaled from a topographic map and have
 AA0787.an estimated accuracy of +/- 6 seconds.
 AA0787
 AA0787.The orthometric height was determined by differential leveling
 AA0787.and adjusted by the National Geodetic Survey in June 1991..
 AA0787
 AA0787.This Tidal Bench Mark is designated as VM 6954
 AA0787.by the Center for Operational Oceanographic Products and Services.
 AA0787
 AA0787.The geoid height was determined by GEOID03.
 AA0787
 AA0787.The dynamic height is computed by dividing the NAVD 88
 AA0787.geopotential number by the normal gravity value computed on the
 AA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0787.degrees latitude (g = 980.6199 gals.).
 AA0787
 AA0787.The modeled gravity was interpolated from observed gravity values.
 AA0787
 AA0787;                    North         East    Units  Estimated Accuracy
 AA0787;SPC FL E     -    40,770.      148,930.      MT  (+/- 180 meters Scaled)
 AA0787
 AA0787                          SUPERSEDED SURVEY CONTROL
 AA0787
 AA0787.No superseded survey control is available for this station.
 AA0787
 AA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH489318(NAD 83)
 AA0787_MARKER: DJ = TIDAL STATION DISK
 AA0787_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0787+WITH SETTING: PAVEMENT
 AA0787_SP_SET: LOADING PLATFORM
 AA0787_STAMPING: 4328 F 1982
 AA0787_MARK LOGO: NOS   
 AA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0787+STABILITY: SURFACE MOTION
 AA0787
 AA0787  HISTORY     - Date     Condition        Report By
 AA0787  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0787  HISTORY     - 19881108 GOOD             FLDNR
 AA0787
 AA0787                          STATION DESCRIPTION
 AA0787
 AA0787'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0787'23.05 MI NE FROM KEY WEST.
 AA0787'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 20.65 MILES
 AA0787'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF A PAVED ROAD
 AA0787'LEADING NORTH ON CUDJOE KEY, GO 2.4 MILES NORTHERLY ON THE
 AA0787'PAVED ROAD TO THE U.S. AIR FORCE RADAR BASE AND THE MARK.
 AA0787'THE MARK IS SET IN THE LOADING PLATFORM OF THE MAIN BUILDING
 AA0787'(NO. 920), 53.8 FEET SOUTHWEST OF THE EAST CORNER OF THE
 AA0787'BUILDING, 52.2 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 AA0787'BUILDING, 15.2 FEET NORTHWEST OF THE EAST CORNER OF THE
 AA0787'PLATFORM, AND 5.6 FEET WEST OF THE STEPS LEADING TO THE
 AA0787'BUILDING ENTRANCE.
 AA0787'THE MARK IS 2 FT ABOVE GROUND.
 AA0787
 AA0787                          STATION RECOVERY (1988)
 AA0787
 AA0787'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0725 ***********************************************************************
 AA0725  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0725  DESIGNATION -  872 4332 F TIDAL
 AA0725  PID         -  AA0725
 AA0725  STATE/COUNTY-  FL/MONROE
 AA0725  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0725
 AA0725                         *CURRENT SURVEY CONTROL
 AA0725  ___________________________________________________________________
 AA0725* NAD 83(1986)-  24 39 44.     (N)    081 30 53.     (W)     SCALED    
 AA0725* NAVD 88     -         4.691  (meters)      15.39   (feet)  ADJUSTED  
 AA0725  ___________________________________________________________________
 AA0725  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0725  DYNAMIC HT  -           4.683 (meters)      15.36  (feet)  COMP
 AA0725  MODELED GRAV-     978,968.6   (mgal)                       NAVD 88
 AA0725
 AA0725  VERT ORDER  -  FIRST     CLASS II
 AA0725
 AA0725.The horizontal coordinates were scaled from a topographic map and have
 AA0725.an estimated accuracy of +/- 6 seconds.
 AA0725
 AA0725.The orthometric height was determined by differential leveling
 AA0725.and adjusted by the National Geodetic Survey in June 1991..
 AA0725
 AA0725.This Tidal Bench Mark is designated as VM 6955
 AA0725.by the Center for Operational Oceanographic Products and Services.
 AA0725
 AA0725.The geoid height was determined by GEOID03.
 AA0725
 AA0725.The dynamic height is computed by dividing the NAVD 88
 AA0725.geopotential number by the normal gravity value computed on the
 AA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0725.degrees latitude (g = 980.6199 gals.).
 AA0725
 AA0725.The modeled gravity was interpolated from observed gravity values.
 AA0725
 AA0725;                    North         East    Units  Estimated Accuracy
 AA0725;SPC FL E     -    36,530.      147,900.      MT  (+/- 180 meters Scaled)
 AA0725
 AA0725                          SUPERSEDED SURVEY CONTROL
 AA0725
 AA0725  NGVD 29 (09/01/92)    5.106  (m)           16.75   (f) ADJUSTED    1 2
 AA0725
 AA0725.Superseded values are not recommended for survey control.
 AA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0725.See file dsdata.txt to determine how the superseded data were derived.
 AA0725
 AA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479276(NAD 83)
 AA0725_MARKER: DB = BENCH MARK DISK
 AA0725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0725_SP_SET: CONCRETE GUARDRAIL
 AA0725_STAMPING: 4332 F 1982
 AA0725_MARK LOGO: FLDT  
 AA0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0725
 AA0725  HISTORY     - Date     Condition        Report By
 AA0725  HISTORY     - 1982     MONUMENTED       FLDT
 AA0725  HISTORY     - 1982     GOOD             FLDNR
 AA0725  HISTORY     - 19881108 GOOD             FLDNR
 AA0725  HISTORY     - 1989     GOOD             USPSQD
 AA0725
 AA0725                          STATION DESCRIPTION
 AA0725
 AA0725'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0725'19.65 MI NE FROM KEY WEST.
 AA0725'BEGIN AT THE CATHOLIC CHURCH AT KEY WEST, GO 19.65
 AA0725'MILES NORTHEAST ALONG U.S. HIGHWAY 1 TO THE EAST END OF THE
 AA0725'NEW BOW CHANNEL BRIDGE AT CUDJOE KEY. THE MARK IS SET
 AA0725'FLUSH IN THE TOP OF THE NORTHEAST END OF THE CONCRETE
 AA0725'GUARDRAIL FOR THE BRIDGE. THE MARK BEARS 19.2 FEET NORTH OF
 AA0725'THE CENTERLINE OF THE HIGHWAY AND 10 FEET WEST OF THE
 AA0725'NORTHEAST END OF THE GUARDRAIL.
 AA0725'THE MARK IS 3.0 FT ABOVE HIGHWAY.
 AA0725
 AA0725                          STATION RECOVERY (1988)
 AA0725
 AA0725'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0725'RECOVERED IN GOOD CONDITION.
 AA0725
 AA0725                          STATION RECOVERY (1989)
 AA0725
 AA0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0724 ***********************************************************************
 AA0724  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0724  DESIGNATION -  872 4332 G TIDAL
 AA0724  PID         -  AA0724
 AA0724  STATE/COUNTY-  FL/MONROE
 AA0724  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0724
 AA0724                         *CURRENT SURVEY CONTROL
 AA0724  ___________________________________________________________________
 AA0724* NAD 83(1999)-  24 39 44.46080(N)    081 30 51.98220(W)     ADJUSTED  
 AA0724* NAVD 88     -         4.675  (meters)      15.34   (feet)  ADJUSTED  
 AA0724  ___________________________________________________________________
 AA0724  X           -     855,805.425 (meters)                     COMP
 AA0724  Y           -  -5,736,216.378 (meters)                     COMP
 AA0724  Z           -   2,645,123.626 (meters)                     COMP
 AA0724  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AA0724  ELLIP HEIGHT-         -17.02  (meters)          (06/19/01) GPS OBS
 AA0724  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0724  DYNAMIC HT  -           4.667 (meters)      15.31  (feet)  COMP
 AA0724  MODELED GRAV-     978,968.6   (mgal)                       NAVD 88
 AA0724
 AA0724  HORZ ORDER  -  FIRST
 AA0724  VERT ORDER  -  FIRST     CLASS II
 AA0724  ELLP ORDER  -  FOURTH    CLASS I
 AA0724
 AA0724.The horizontal coordinates were established by GPS observations
 AA0724.and adjusted by the National Geodetic Survey in June 2001..
 AA0724
 AA0724.The orthometric height was determined by differential leveling
 AA0724.and adjusted by the National Geodetic Survey in June 1991..
 AA0724
 AA0724.This Tidal Bench Mark is designated as VM 6956
 AA0724.by the Center for Operational Oceanographic Products and Services.
 AA0724
 AA0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0724
 AA0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0724
 AA0724.The ellipsoidal height was determined by GPS observations
 AA0724.and is referenced to NAD 83.
 AA0724
 AA0724.The geoid height was determined by GEOID03.
 AA0724
 AA0724.The dynamic height is computed by dividing the NAVD 88
 AA0724.geopotential number by the normal gravity value computed on the
 AA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0724.degrees latitude (g = 980.6199 gals.).
 AA0724
 AA0724.The modeled gravity was interpolated from observed gravity values.
 AA0724
 AA0724;                    North         East     Units Scale Factor Converg.
 AA0724;SPC FL E     -    36,539.110   147,928.865   MT  0.99997465   -0 12 52.8
 AA0724;SPC FL E     -   119,878.73    485,329.95   sFT  0.99997465   -0 12 52.8
 AA0724;UTM  17      - 2,727,658.625   447,946.632   MT  0.99963346   -0 12 52.8
 AA0724
 AA0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0724!SPC FL E     -   1.00000267  x   0.99997465  =   0.99997732
 AA0724!UTM  17      -   1.00000267  x   0.99963346  =   0.99963613
 AA0724
 AA0724                          SUPERSEDED SURVEY CONTROL
 AA0724
 AA0724  NAD 83(1990)-  24 39 44.45909(N)    081 30 51.98209(W) AD(       ) 1
 AA0724  ELLIP H (07/31/95)  -16.95   (m)                       GP(       ) 4 1
 AA0724  NAVD 88 (07/31/95)    4.67   (m)           15.3    (f) LEVELING    3  
 AA0724  NGVD 29 (09/01/92)    5.090  (m)           16.70   (f) ADJUSTED    1 2
 AA0724
 AA0724.Superseded values are not recommended for survey control.
 AA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0724.See file dsdata.txt to determine how the superseded data were derived.
 AA0724
 AA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4794727659(NAD 83)
 AA0724_MARKER: DB = BENCH MARK DISK
 AA0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0724_SP_SET: GUARDRAIL OF A BRIDGE
 AA0724_STAMPING: 4332 G 1982
 AA0724_MARK LOGO: NOS   
 AA0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0724+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 AA0724
 AA0724  HISTORY     - Date     Condition        Report By
 AA0724  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0724  HISTORY     - 1984     GOOD             USPSQD
 AA0724  HISTORY     - 1989     GOOD             USPSQD
 AA0724  HISTORY     - 19900926 GOOD             FLDNR
 AA0724  HISTORY     - 19940216 GOOD             KEISCH
 AA0724  HISTORY     - 20020305 GOOD             USPSQD
 AA0724
 AA0724                          STATION DESCRIPTION
 AA0724
 AA0724'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0724'19.65 MI NE FROM KEY WEST.
 AA0724'BEGIN AT THE CATHOLIC CHURCH AT KEY WEST, GO 19.65
 AA0724'MILES NOTHEAST ALONG U.S. HIGHWAY 1 TO THE EAST END
 AA0724'OF THE BOW CHANNEL BRIDGE AT CUDJOE KEY. THE MARK
 AA0724'IS SET FLUSH IN THE TOP OF THE SOUTHEAST CONCRETE
 AA0724'GUARDRAIL. THE MARK BEARS 19.2 FEET SOUTH OF THE CENTERLINE
 AA0724'OF THE HIGHWAY AND 0.7 FEET WEST OF THE SOUTHEAST CORNER OF
 AA0724'THE GUARDRAIL.
 AA0724'THE MARK IS 3.0 FT ABOVE HIGHWAY.
 AA0724
 AA0724                          STATION RECOVERY (1984)
 AA0724
 AA0724'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0724'MARK IS LOCATED ON THE SOUTH PARAPET AT THE EAST END OF BOW CHANNEL
 AA0724'BRIDGE 900115 WHICH IS THE NEWER BRIDGE OVER BOW CHANNEL BETWEEN
 AA0724'SUGARLOAF KEY AND CUDJOE KEY. THE OLD BRIDGE BR 9 A REMAINS FOR
 AA0724'PEDESTRIAN USE IMMEDIATLEY SOUTH OF THE NEWER BRIDGE. MARK IS 19.65
 AA0724'MILES NORTHEAST ALONG U.S. HIGHWAY NO. 1 FROM THE CATHOLIC CHURCH IN
 AA0724'KEY WEST.
 AA0724
 AA0724                          STATION RECOVERY (1989)
 AA0724
 AA0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0724'RECOVERED IN GOOD CONDITION.
 AA0724
 AA0724                          STATION RECOVERY (1990)
 AA0724
 AA0724'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0724'RECOVERED IN GOOD CONDITION.
 AA0724
 AA0724                          STATION RECOVERY (1994)
 AA0724
 AA0724'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0724'THE STATION IS LOCATED ON THE WEST SIDE OF CUDJOE KEY AT THE EAST END
 AA0724'OF THE U.S. 1 BRIDGE OVER BOW CHANNEL IN MONROE COUNTY, FLORIDA.
 AA0724' 
 AA0724'TO REACH THE STATION FROM THE POST OFFICE ON SUMERLAND KEY, GO WEST ON
 AA0724'U.S. 1 FOR 4.3 MI (6.9 KM) TO THE EAST SIDE OF THE U.S. 1 BRIDGE OVER
 AA0724'BOW CHANNEL AND THE STATION ON THE LEFT. THE STATION LIES IN THE
 AA0724'SOUTHEAST CORNER OF THE BRIDGE, 0.6 MI (1.0 KM) WEST OF MILE MARKER
 AA0724'21, 28.3 FT (8.6 M) WEST OF THE CUDJOE KEY SIGN, AND 19.3 FT (5.9 M)
 AA0724'SOUTH OF THE CENTERLINE OF U.S. 1. THE STATION IS A NATIONAL OCEAN
 AA0724'SERVICE BENCHMARK DISC SET IN A CONCRETE BRIDGE RAIL, STAMPED "4332 G
 AA0724'1982." REFERENCES-- KEITH AND SCHNARS NAIL AND DISC, SET IN THE TOP OF
 AA0724'A WOOD GUARDRAIL POST, MAGNETIC AZIMUTH OF 79 DEGREES AT 62.72 FT
 AA0724'(19.12 M) . FOUND A NOS BENCHMARK DISC SET IN THE CONCRETE FOOTING OF
 AA0724'A BRIDGE, STAMPED "4332 H," MAGNETIC AZIMUTH OF 232 DEGREES AT 10.65
 AA0724'FT (3.25 M) . FOUND A FLA D.O.T. SURVEY MARKER SET IN A CONCRETE
 AA0724'BRIDGE RAIL, STAMPED "4332 F 1982," MAGNETIC AZIMUTH OF 327 DEGREES AT
 AA0724'39.89 FT (12.16 M) . SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF
 AA0724'88 DEGREES AT 14.7 FT (4.5 M) .
 AA0724
 AA0724                          STATION RECOVERY (2002)
 AA0724
 AA0724'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAD)
 AA0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0723 ***********************************************************************
 AA0723  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0723  DESIGNATION -  872 4332 H TIDAL
 AA0723  PID         -  AA0723
 AA0723  STATE/COUNTY-  FL/MONROE
 AA0723  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0723
 AA0723                         *CURRENT SURVEY CONTROL
 AA0723  ___________________________________________________________________
 AA0723* NAD 83(1986)-  24 39 44.     (N)    081 30 53.     (W)     SCALED    
 AA0723* NAVD 88     -         3.425  (meters)      11.24   (feet)  ADJUSTED  
 AA0723  ___________________________________________________________________
 AA0723  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0723  DYNAMIC HT  -           3.419 (meters)      11.22  (feet)  COMP
 AA0723  MODELED GRAV-     978,968.6   (mgal)                       NAVD 88
 AA0723
 AA0723  VERT ORDER  -  FIRST     CLASS II
 AA0723
 AA0723.The horizontal coordinates were scaled from a topographic map and have
 AA0723.an estimated accuracy of +/- 6 seconds.
 AA0723
 AA0723.The orthometric height was determined by differential leveling
 AA0723.and adjusted by the National Geodetic Survey in June 1991..
 AA0723
 AA0723.This Tidal Bench Mark is designated as VM 6957
 AA0723.by the Center for Operational Oceanographic Products and Services.
 AA0723
 AA0723.The geoid height was determined by GEOID03.
 AA0723
 AA0723.The dynamic height is computed by dividing the NAVD 88
 AA0723.geopotential number by the normal gravity value computed on the
 AA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0723.degrees latitude (g = 980.6199 gals.).
 AA0723
 AA0723.The modeled gravity was interpolated from observed gravity values.
 AA0723
 AA0723;                    North         East    Units  Estimated Accuracy
 AA0723;SPC FL E     -    36,530.      147,900.      MT  (+/- 180 meters Scaled)
 AA0723
 AA0723                          SUPERSEDED SURVEY CONTROL
 AA0723
 AA0723  NGVD 29 (09/01/92)    3.840  (m)           12.60   (f) ADJUSTED    1 2
 AA0723
 AA0723.Superseded values are not recommended for survey control.
 AA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0723.See file dsdata.txt to determine how the superseded data were derived.
 AA0723
 AA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479276(NAD 83)
 AA0723_MARKER: DJ = TIDAL STATION DISK
 AA0723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0723_SP_SET: CONCRETE WINGWALL
 AA0723_STAMPING: 4332 H 1982
 AA0723_MARK LOGO: NOS   
 AA0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0723+STABILITY: SURFACE MOTION
 AA0723
 AA0723  HISTORY     - Date     Condition        Report By
 AA0723  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0723  HISTORY     - 1989     GOOD             USPSQD
 AA0723  HISTORY     - 19900926 GOOD             FLDNR
 AA0723
 AA0723                          STATION DESCRIPTION
 AA0723
 AA0723'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0723'19.65 MI NE FROM KEY WEST.
 AA0723'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 19.65
 AA0723'MILES NORTHEAST ALONG U.S. HIGHWAY 1 TO THE EAST END
 AA0723'OF THE NEW BOW CHANNEL BRIDGE AT CUDJOE KEY. THE MARK
 AA0723'IS SET IN THE WINGWALL THAT SUPPORTS THE MAIN WATER
 AA0723'LINE FOR THE KEYS. THE MARK BEARS 23.6 FEET SOUTH-SOUTHWEST
 AA0723'OF THE CENTERLINE OF THE BRIDGE, 3.6 FEET SOUTH-SOUTHWEST
 AA0723'OF THE SOUTHEAST CORNER OF THE CONCRETE RAIL, 0.45 FEET
 AA0723'NORTH-NORTHEAST OF THE SOUTH END OF THE WINGWALL, AND 10.9
 AA0723'FEET WEST-SOUTHWEST OF BENCH MARK 4332 G 1982.
 AA0723'THE MARK IS 1.4 FT BELOW ROAD.
 AA0723
 AA0723                          STATION RECOVERY (1989)
 AA0723
 AA0723'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0723'RECOVERED IN GOOD CONDITION.
 AA0723
 AA0723                          STATION RECOVERY (1990)
 AA0723
 AA0723'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1670 ***********************************************************************
 AA1670  DESIGNATION -  872 4332 J TIDAL
 AA1670  PID         -  AA1670
 AA1670  STATE/COUNTY-  FL/MONROE
 AA1670  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1670
 AA1670                         *CURRENT SURVEY CONTROL
 AA1670  ___________________________________________________________________
 AA1670* NAD 83(1986)-  24 39 39.     (N)    081 31 06.     (W)     SCALED    
 AA1670* NAVD 88     -         4.558  (meters)      14.95   (feet)  ADJUSTED  
 AA1670  ___________________________________________________________________
 AA1670  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1670  DYNAMIC HT  -           4.551 (meters)      14.93  (feet)  COMP
 AA1670  MODELED GRAV-     978,968.4   (mgal)                       NAVD 88
 AA1670
 AA1670  VERT ORDER  -  FIRST     CLASS II
 AA1670
 AA1670.The horizontal coordinates were scaled from a topographic map and have
 AA1670.an estimated accuracy of +/- 6 seconds.
 AA1670
 AA1670.The orthometric height was determined by differential leveling
 AA1670.and adjusted by the National Geodetic Survey in May 1994..
 AA1670
 AA1670.The geoid height was determined by GEOID03.
 AA1670
 AA1670.The dynamic height is computed by dividing the NAVD 88
 AA1670.geopotential number by the normal gravity value computed on the
 AA1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1670.degrees latitude (g = 980.6199 gals.).
 AA1670
 AA1670.The modeled gravity was interpolated from observed gravity values.
 AA1670
 AA1670;                    North         East    Units  Estimated Accuracy
 AA1670;SPC FL E     -    36,370.      147,530.      MT  (+/- 180 meters Scaled)
 AA1670
 AA1670                          SUPERSEDED SURVEY CONTROL
 AA1670
 AA1670  NGVD 29 (09/01/92)    4.975  (m)           16.32   (f) ADJUSTED    1 2
 AA1670
 AA1670.Superseded values are not recommended for survey control.
 AA1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1670.See file dsdata.txt to determine how the superseded data were derived.
 AA1670
 AA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH475274(NAD 83)
 AA1670_MARKER: DB = BENCH MARK DISK
 AA1670_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1670_SP_SET: CONCRETE GUARDRAIL
 AA1670_STAMPING: 4332 J
 AA1670_MARK LOGO: FLDT  
 AA1670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1670
 AA1670  HISTORY     - Date     Condition        Report By
 AA1670  HISTORY     - UNK      MONUMENTED       FLDT
 AA1670  HISTORY     - 19881108 GOOD             FLDNR
 AA1670
 AA1670                          STATION DESCRIPTION
 AA1670
 AA1670'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1670'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WESTTO THE WEST END
 AA1670'OF THE BRIDGE OVER BOW CHANNEL AND THE MARK.  LOCATED 5.88 M (19.29
 AA1670'FT) SOUTHEAST OF THE CENTERLINE OF THE U.S. HIGHWAY 1 AND 3.05 M
 AA1670'(10.01 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0155 ***********************************************************************
 AA0155  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0155  DESIGNATION -  872 4332 TIDAL PIRATE 2
 AA0155  PID         -  AA0155
 AA0155  STATE/COUNTY-  FL/MONROE
 AA0155  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0155
 AA0155                         *CURRENT SURVEY CONTROL
 AA0155  ___________________________________________________________________
 AA0155* NAD 83(1986)-  24 39 45.     (N)    081 30 52.     (W)     SCALED    
 AA0155* NAVD 88     -         0.603  (meters)       1.98   (feet)  ADJUSTED  
 AA0155  ___________________________________________________________________
 AA0155  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0155  DYNAMIC HT  -           0.602 (meters)       1.98  (feet)  COMP
 AA0155  MODELED GRAV-     978,968.6   (mgal)                       NAVD 88
 AA0155
 AA0155  VERT ORDER  -  FIRST     CLASS II
 AA0155
 AA0155.The horizontal coordinates were scaled from a topographic map and have
 AA0155.an estimated accuracy of +/- 6 seconds.
 AA0155
 AA0155.The orthometric height was determined by differential leveling
 AA0155.and adjusted by the National Geodetic Survey in June 1991..
 AA0155
 AA0155.This Tidal Bench Mark is designated as VM 6958
 AA0155.by the Center for Operational Oceanographic Products and Services.
 AA0155
 AA0155.The geoid height was determined by GEOID03.
 AA0155
 AA0155.The dynamic height is computed by dividing the NAVD 88
 AA0155.geopotential number by the normal gravity value computed on the
 AA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0155.degrees latitude (g = 980.6199 gals.).
 AA0155
 AA0155.The modeled gravity was interpolated from observed gravity values.
 AA0155
 AA0155;                    North         East    Units  Estimated Accuracy
 AA0155;SPC FL E     -    36,560.      147,930.      MT  (+/- 180 meters Scaled)
 AA0155
 AA0155                          SUPERSEDED SURVEY CONTROL
 AA0155
 AA0155  NGVD 29 (09/01/92)    1.019  (m)            3.34   (f) ADJUSTED    1 2
 AA0155
 AA0155.Superseded values are not recommended for survey control.
 AA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0155.See file dsdata.txt to determine how the superseded data were derived.
 AA0155
 AA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479276(NAD 83)
 AA0155_MARKER: DJ = TIDAL STATION DISK
 AA0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0155_SP_SET: BOW CHANNEL VIADUCT
 AA0155_STAMPING: PIRATE NO 2 1935
 AA0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0155
 AA0155  HISTORY     - Date     Condition        Report By
 AA0155  HISTORY     - 1935     MONUMENTED       CGS
 AA0155  HISTORY     - 1966     GOOD             NGS
 AA0155  HISTORY     - 1970     GOOD             NGS
 AA0155  HISTORY     - 1978     GOOD             NGS
 AA0155  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AA0155
 AA0155                          STATION DESCRIPTION
 AA0155
 AA0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0155'19.6 MI NE FROM KEY WEST.
 AA0155'19.65 NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC CHURCH
 AA0155'AT KEY WEST, SET ON THE TOP OF THE NORTH CONCRETE WING WALL AT
 AA0155'THE EAST END OF BOW CHANNEL VIADUCT (BRIDGE NO. 9 A) ON CUDJOE
 AA0155'KEY, 66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST
 AA0155'OF THE EAST END OF THE WING WALL, AND ABOUT 10 FEET BELOW THE
 AA0155'LEVEL OF THE HIGHWAY.
 AA0155
 AA0155                          STATION RECOVERY (1970)
 AA0155
 AA0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0155'RECOVERED IN GOOD CONDITION.
 AA0155
 AA0155                          STATION RECOVERY (1978)
 AA0155
 AA0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0155'RECOVERED IN GOOD CONDITION.
 AA0155
 AA0155                          STATION RECOVERY (1984)
 AA0155
 AA0155'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0913 ***********************************************************************
 AA0913  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0913  DESIGNATION -  872 4334 G TIDAL
 AA0913  PID         -  AA0913
 AA0913  STATE/COUNTY-  FL/MONROE
 AA0913  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0913
 AA0913                         *CURRENT SURVEY CONTROL
 AA0913  ___________________________________________________________________
 AA0913* NAD 83(1986)-  24 37 50.     (N)    081 30 56.     (W)     SCALED    
 AA0913* NAVD 88     -         2.302  (meters)       7.55   (feet)  ADJUSTED  
 AA0913  ___________________________________________________________________
 AA0913  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0913  DYNAMIC HT  -           2.298 (meters)       7.54  (feet)  COMP
 AA0913  MODELED GRAV-     978,965.6   (mgal)                       NAVD 88
 AA0913
 AA0913  VERT ORDER  -  SECOND    CLASS I
 AA0913
 AA0913.The horizontal coordinates were scaled from a topographic map and have
 AA0913.an estimated accuracy of +/- 6 seconds.
 AA0913
 AA0913.The orthometric height was determined by differential leveling
 AA0913.and adjusted by the National Geodetic Survey in June 1991..
 AA0913
 AA0913.This Tidal Bench Mark is designated as VM 6987
 AA0913.by the Center for Operational Oceanographic Products and Services.
 AA0913
 AA0913.The geoid height was determined by GEOID03.
 AA0913
 AA0913.The dynamic height is computed by dividing the NAVD 88
 AA0913.geopotential number by the normal gravity value computed on the
 AA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0913.degrees latitude (g = 980.6199 gals.).
 AA0913
 AA0913.The modeled gravity was interpolated from observed gravity values.
 AA0913
 AA0913;                    North         East    Units  Estimated Accuracy
 AA0913;SPC FL E     -    33,020.      147,800.      MT  (+/- 180 meters Scaled)
 AA0913
 AA0913                          SUPERSEDED SURVEY CONTROL
 AA0913
 AA0913.No superseded survey control is available for this station.
 AA0913
 AA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478241(NAD 83)
 AA0913_MARKER: DJ = TIDAL STATION DISK
 AA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0913_SP_SET: CONCRETE POST
 AA0913_STAMPING: 4334 G 1982
 AA0913_MARK LOGO: NOS   
 AA0913_PROJECTION: RECESSED 8 CENTIMETERS
 AA0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0913+STABILITY: SURFACE MOTION
 AA0913
 AA0913  HISTORY     - Date     Condition        Report By
 AA0913  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0913  HISTORY     - 19881108 GOOD             FLDNR
 AA0913
 AA0913                          STATION DESCRIPTION
 AA0913
 AA0913'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0913'4.75 MI SE FROM SUGARLOAF SHORES.
 AA0913'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 0.1 MILE
 AA0913'SOUTHWEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0913'C 939 (SUGARLOAF BOULEVARD), GO 2.65 MILES SOUTHEAST ON
 AA0913'C 939 TO A T-JUNCTION, GO 2.0 MILES NORTHEAST ON OLD C 939
 AA0913'(NO LONGER MAINTAINED) TO A BURNED-OUT BRIDGE AT TARPON CREEK
 AA0913'AND THE MARK.  THE MARK BEARS 10.8 FEET EAST OF THE CENTERLINE
 AA0913'OF THE ROAD, 16.5 FEET SOUTH OF A CREEK, 4.1 FEET NORTHEAST OF
 AA0913'THE EASTERNMOST BOULDER OF 3 BOULDERS BLOCKING THE ROAD, AND 1.3
 AA0913'FEET EAST OF A 6-INCH DIAMETER WOOD POST THAT PROJECTS 4 INCHES
 AA0913'ABOVE GROUND.
 AA0913
 AA0913                          STATION RECOVERY (1988)
 AA0913
 AA0913'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0913'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO NORTHEAST ON
 AA0913'OLD COUNTY ROAD C-939 FOR 2.66 KM (1.65 MI) TO THE MARK, NOT 3.22 KM
 AA0913'(2.00 MI) , AND THE 0.18 M (0.59 FT) DIAMETER WOOD POST PROJECTS ONLY
 AA0913'0.03 M (0.10 FT) ABOVE GROUND, NOT 0.12 M (0.39 FT) .  ADD THAT THE
 AA0913'MARK IS 2.74 M (8.99 FT) SOUTH OF THE NORTH END OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1680 ***********************************************************************
 AA1680  DESIGNATION -  872 4334 H TIDAL
 AA1680  PID         -  AA1680
 AA1680  STATE/COUNTY-  FL/MONROE
 AA1680  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1680
 AA1680                         *CURRENT SURVEY CONTROL
 AA1680  ___________________________________________________________________
 AA1680* NAD 83(1986)-  24 37 32.     (N)    081 31 02.     (W)     SCALED    
 AA1680* NAVD 88     -         0.257  (meters)       0.84   (feet)  ADJUSTED  
 AA1680  ___________________________________________________________________
 AA1680  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AA1680  DYNAMIC HT  -           0.256 (meters)       0.84  (feet)  COMP
 AA1680  MODELED GRAV-     978,965.1   (mgal)                       NAVD 88
 AA1680
 AA1680  VERT ORDER  -  FIRST     CLASS II
 AA1680
 AA1680.The horizontal coordinates were scaled from a topographic map and have
 AA1680.an estimated accuracy of +/- 6 seconds.
 AA1680
 AA1680.The orthometric height was determined by differential leveling
 AA1680.and adjusted by the National Geodetic Survey in May 1994..
 AA1680
 AA1680.The geoid height was determined by GEOID03.
 AA1680
 AA1680.The dynamic height is computed by dividing the NAVD 88
 AA1680.geopotential number by the normal gravity value computed on the
 AA1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1680.degrees latitude (g = 980.6199 gals.).
 AA1680
 AA1680.The modeled gravity was interpolated from observed gravity values.
 AA1680
 AA1680;                    North         East    Units  Estimated Accuracy
 AA1680;SPC FL E     -    32,470.      147,630.      MT  (+/- 180 meters Scaled)
 AA1680
 AA1680                          SUPERSEDED SURVEY CONTROL
 AA1680
 AA1680  NGVD 29 (09/01/92)    0.672  (m)            2.20   (f) ADJUSTED    1 2
 AA1680
 AA1680.Superseded values are not recommended for survey control.
 AA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1680.See file dsdata.txt to determine how the superseded data were derived.
 AA1680
 AA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH476235(NAD 83)
 AA1680_MARKER: DJ = TIDAL STATION DISK
 AA1680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1680+WITH SETTING: INFORMATION.
 AA1680_SP_SET: STAINLESS STEEL ROD
 AA1680_STAMPING: 4334 H 1988
 AA1680_MARK LOGO: NOS   
 AA1680_PROJECTION: FLUSH
 AA1680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1680_ROD/PIPE-DEPTH: 2.13 meters
 AA1680
 AA1680  HISTORY     - Date     Condition        Report By
 AA1680  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1680
 AA1680                          STATION DESCRIPTION
 AA1680
 AA1680'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1680'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1680'SOUTHWEST ON U.S. HIGHWAY 1 FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 AA1680'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), TURN AND GO SOUTHEAST ON
 AA1680'COUNTY ROAD C-939 FOR 4.26 KM (2.65 MI) TO A T-JUNCTION OF OLD COUNTY
 AA1680'ROAD C-939, TURN AND GO NORTHEAST ON OLD COUNTY ROAD C-939 FOR 2.09
 AA1680'KM (1.30 MI) TO THE MARK.  LOCATED 85.34 M (279.99 FT) NORTHEAST OF
 AA1680'THE TANGENT OF A ROAD CURVE AND 3.8 M (12.5 FT) NORTHWEST OF THE
 AA1680'CERTERLINE OF THE ROAD.  NOTE--OLD COUNTY ROAD C-939 IS NO LONGER
 AA1680'MAINTAINED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AA1680'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1673 ***********************************************************************
 AA1673  DESIGNATION -  872 4334 J TIDAL
 AA1673  PID         -  AA1673
 AA1673  STATE/COUNTY-  FL/MONROE
 AA1673  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1673
 AA1673                         *CURRENT SURVEY CONTROL
 AA1673  ___________________________________________________________________
 AA1673* NAD 83(1986)-  24 38 10.     (N)    081 30 53.     (W)     SCALED    
 AA1673* NAVD 88     -         0.275  (meters)       0.90   (feet)  ADJUSTED  
 AA1673  ___________________________________________________________________
 AA1673  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA1673  DYNAMIC HT  -           0.274 (meters)       0.90  (feet)  COMP
 AA1673  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 AA1673
 AA1673  VERT ORDER  -  FIRST     CLASS II
 AA1673
 AA1673.The horizontal coordinates were scaled from a topographic map and have
 AA1673.an estimated accuracy of +/- 6 seconds.
 AA1673
 AA1673.The orthometric height was determined by differential leveling
 AA1673.and adjusted by the National Geodetic Survey in May 1994..
 AA1673
 AA1673.The geoid height was determined by GEOID03.
 AA1673
 AA1673.The dynamic height is computed by dividing the NAVD 88
 AA1673.geopotential number by the normal gravity value computed on the
 AA1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1673.degrees latitude (g = 980.6199 gals.).
 AA1673
 AA1673.The modeled gravity was interpolated from observed gravity values.
 AA1673
 AA1673;                    North         East    Units  Estimated Accuracy
 AA1673;SPC FL E     -    33,630.      147,890.      MT  (+/- 180 meters Scaled)
 AA1673
 AA1673                          SUPERSEDED SURVEY CONTROL
 AA1673
 AA1673  NGVD 29 (09/01/92)    0.690  (m)            2.26   (f) ADJUSTED    1 2
 AA1673
 AA1673.Superseded values are not recommended for survey control.
 AA1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1673.See file dsdata.txt to determine how the superseded data were derived.
 AA1673
 AA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479247(NAD 83)
 AA1673_MARKER: DJ = TIDAL STATION DISK
 AA1673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1673_SP_SET: STAINLESS STEEL ROD
 AA1673_STAMPING: 4334 J 1988
 AA1673_MARK LOGO: NOS   
 AA1673_PROJECTION: FLUSH
 AA1673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1673_ROD/PIPE-DEPTH: 9.14 meters
 AA1673
 AA1673  HISTORY     - Date     Condition        Report By
 AA1673  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1673
 AA1673                          STATION DESCRIPTION
 AA1673
 AA1673'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1673'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1673'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.58 KM (2.85 MI) TO THE JUNCTION OF
 AA1673'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1673'2.98 KM (1.85 MI) TO THE MARK.  LOCATED 4.27 M (14.01 FT) EAST OF THE
 AA1673'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0914 ***********************************************************************
 AA0914  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0914  DESIGNATION -  872 4334 TIDAL 3
 AA0914  PID         -  AA0914
 AA0914  STATE/COUNTY-  FL/MONROE
 AA0914  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0914
 AA0914                         *CURRENT SURVEY CONTROL
 AA0914  ___________________________________________________________________
 AA0914* NAD 83(1986)-  24 37 50.     (N)    081 30 59.     (W)     SCALED    
 AA0914* NAVD 88     -         0.099  (meters)       0.32   (feet)  ADJUSTED  
 AA0914  ___________________________________________________________________
 AA0914  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0914  DYNAMIC HT  -           0.099 (meters)       0.32  (feet)  COMP
 AA0914  MODELED GRAV-     978,965.6   (mgal)                       NAVD 88
 AA0914
 AA0914  VERT ORDER  -  FIRST     CLASS II
 AA0914
 AA0914.The horizontal coordinates were scaled from a topographic map and have
 AA0914.an estimated accuracy of +/- 6 seconds.
 AA0914
 AA0914.The orthometric height was determined by differential leveling
 AA0914.and adjusted by the National Geodetic Survey in May 1994..
 AA0914
 AA0914.This Tidal Bench Mark is designated as VM 6983
 AA0914.by the Center for Operational Oceanographic Products and Services.
 AA0914
 AA0914.The geoid height was determined by GEOID03.
 AA0914
 AA0914.The dynamic height is computed by dividing the NAVD 88
 AA0914.geopotential number by the normal gravity value computed on the
 AA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0914.degrees latitude (g = 980.6199 gals.).
 AA0914
 AA0914.The modeled gravity was interpolated from observed gravity values.
 AA0914
 AA0914;                    North         East    Units  Estimated Accuracy
 AA0914;SPC FL E     -    33,020.      147,720.      MT  (+/- 180 meters Scaled)
 AA0914
 AA0914                          SUPERSEDED SURVEY CONTROL
 AA0914
 AA0914  NAVD 88 (06/15/91)    0.111  (m)            0.36   (f) UNKNOWN     1 2
 AA0914  NGVD 29 (09/01/92)    0.515  (m)            1.69   (f) ADJUSTED    1 2
 AA0914
 AA0914.Superseded values are not recommended for survey control.
 AA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0914.See file dsdata.txt to determine how the superseded data were derived.
 AA0914
 AA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH477241(NAD 83)
 AA0914_MARKER: DJ = TIDAL STATION DISK
 AA0914_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0914_SP_SET: COPPER-CLAD STEEL ROD
 AA0914_STAMPING: NO.3 1974
 AA0914_MARK LOGO: NOS   
 AA0914_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0914
 AA0914  HISTORY     - Date     Condition        Report By
 AA0914  HISTORY     - 1974     MONUMENTED       NOS
 AA0914  HISTORY     - 1982     GOOD             FLDNR
 AA0914  HISTORY     - 19881108 GOOD             FLDNR
 AA0914
 AA0914                          STATION DESCRIPTION
 AA0914
 AA0914'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0914'4.75 MI SE FROM SUGARLOAF SHORES.
 AA0914'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO O.1 MILE
 AA0914'SOUTHWEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0914'C 939 (SUGARLOAF BOULEVARD), GO 2.65 MILES SOUTHEAST ON
 AA0914'C 939 TO A T-JUNCTION, GO 2.0 MILES NORTHEAST ON OLD C 939
 AA0914'(NO LONGER MAINTAINED) TO A BURNED-OUT BRIDGE AT TARPON CREEK
 AA0914'AND THE MARK.  THE MARK BEARS 185 FEET SOUTH OF THE EDGE OF
 AA0914'THE CREEK, 19.9 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 AA0914'47 FEET WEST-SOUTHWEST OF TIDAL BENCH MARK NO 4 1974.
 AA0914
 AA0914                          STATION RECOVERY (1988)
 AA0914
 AA0914'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0914'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO NORTHEAST ON
 AA0914'OLD COUNTY ROAD C-939 FOR 2.57 KM (1.60 MI) TO THE MARK, NOT 3.22 KM
 AA0914'(2.00 MI) , AND THE MARK IS LOCATED 52.27 M (171.49 FT) SOUTH OF THE
 AA0914'NORTH EDGE OF THE END OF THE PAVEMENT AT THE BURNED-OUT BRIDGE OVER
 AA0914'TARPON CREEK, NOT 56.39 M (185.01 FT) .  THE MARK IS ALSO LOCATED
 AA0914'49.93 M (163.81 FT) SOUTH-SOUTHWEST OF BENCHMARK 4334 G 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0912 ***********************************************************************
 AA0912  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0912  DESIGNATION -  872 4334 TIDAL 4
 AA0912  PID         -  AA0912
 AA0912  STATE/COUNTY-  FL/MONROE
 AA0912  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0912
 AA0912                         *CURRENT SURVEY CONTROL
 AA0912  ___________________________________________________________________
 AA0912* NAD 83(1986)-  24 37 50.     (N)    081 30 59.     (W)     SCALED    
 AA0912* NAVD 88     -         0.187  (meters)       0.61   (feet)  ADJUSTED  
 AA0912  ___________________________________________________________________
 AA0912  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0912  DYNAMIC HT  -           0.187 (meters)       0.61  (feet)  COMP
 AA0912  MODELED GRAV-     978,965.6   (mgal)                       NAVD 88
 AA0912
 AA0912  VERT ORDER  -  SECOND    CLASS I
 AA0912
 AA0912.The horizontal coordinates were scaled from a topographic map and have
 AA0912.an estimated accuracy of +/- 6 seconds.
 AA0912
 AA0912.The orthometric height was determined by differential leveling
 AA0912.and adjusted by the National Geodetic Survey in June 1991..
 AA0912
 AA0912.This Tidal Bench Mark is designated as VM 6984
 AA0912.by the Center for Operational Oceanographic Products and Services.
 AA0912
 AA0912.The geoid height was determined by GEOID03.
 AA0912
 AA0912.The dynamic height is computed by dividing the NAVD 88
 AA0912.geopotential number by the normal gravity value computed on the
 AA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0912.degrees latitude (g = 980.6199 gals.).
 AA0912
 AA0912.The modeled gravity was interpolated from observed gravity values.
 AA0912
 AA0912;                    North         East    Units  Estimated Accuracy
 AA0912;SPC FL E     -    33,020.      147,720.      MT  (+/- 180 meters Scaled)
 AA0912
 AA0912                          SUPERSEDED SURVEY CONTROL
 AA0912
 AA0912.No superseded survey control is available for this station.
 AA0912
 AA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH477241(NAD 83)
 AA0912_MARKER: DJ = TIDAL STATION DISK
 AA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0912_SP_SET: CONCRETE POST
 AA0912_STAMPING: NO 4 1974
 AA0912_MARK LOGO: NOS   
 AA0912_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0912+STABILITY: SURFACE MOTION
 AA0912
 AA0912  HISTORY     - Date     Condition        Report By
 AA0912  HISTORY     - 1974     MONUMENTED       NOS
 AA0912  HISTORY     - 1982     GOOD             FLDNR
 AA0912
 AA0912                          STATION DESCRIPTION
 AA0912
 AA0912'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0912'4.75 MI SE FROM SUGARLOAF SHORES.
 AA0912'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 0.1 MILE
 AA0912'SOUTHWEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0912'C 939 (SUGARLOAF BOULEVARD), GO 2.65 MILES SOUTHEAST ON
 AA0912'C 939 TO A T-JUNCTION, GO 2.0 MILES NORTHEAST ON OLD C 939
 AA0912'(NO LONGER MAINTAINED) TO A BURNED-OUT BRIDGE AT TARPON CREEK
 AA0912'AND THE MARK.  THE MARK BEARS 181 FEET SOUTH OF THE EDGE OF
 AA0912'THE CREEK, 21.0 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 AA0912'47 FEET EAST-NORTHEAST OF TIDAL BENCH MARK NO 3 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0761 ***********************************************************************
 AA0761  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0761  DESIGNATION -  872 4347 F TIDAL
 AA0761  PID         -  AA0761
 AA0761  STATE/COUNTY-  FL/MONROE
 AA0761  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0761
 AA0761                         *CURRENT SURVEY CONTROL
 AA0761  ___________________________________________________________________
 AA0761* NAD 83(1986)-  24 40 20.     (N)    081 31 59.     (W)     SCALED    
 AA0761* NAVD 88     -         0.745  (meters)       2.44   (feet)  ADJUSTED  
 AA0761  ___________________________________________________________________
 AA0761  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AA0761  DYNAMIC HT  -           0.744 (meters)       2.44  (feet)  COMP
 AA0761  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 AA0761
 AA0761  VERT ORDER  -  FIRST     CLASS II
 AA0761
 AA0761.The horizontal coordinates were scaled from a topographic map and have
 AA0761.an estimated accuracy of +/- 6 seconds.
 AA0761
 AA0761.The orthometric height was determined by differential leveling
 AA0761.and adjusted by the National Geodetic Survey in May 1994..
 AA0761.WARNING-Repeat measurements at this control monument indicate possible
 AA0761.vertical movement.
 AA0761
 AA0761.This Tidal Bench Mark is designated as VM 6994
 AA0761.by the Center for Operational Oceanographic Products and Services.
 AA0761
 AA0761.The geoid height was determined by GEOID03.
 AA0761
 AA0761.The dynamic height is computed by dividing the NAVD 88
 AA0761.geopotential number by the normal gravity value computed on the
 AA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0761.degrees latitude (g = 980.6199 gals.).
 AA0761
 AA0761.The modeled gravity was interpolated from observed gravity values.
 AA0761
 AA0761;                    North         East    Units  Estimated Accuracy
 AA0761;SPC FL E     -    37,640.      146,050.      MT  (+/- 180 meters Scaled)
 AA0761
 AA0761                          SUPERSEDED SURVEY CONTROL
 AA0761
 AA0761  NAVD 88 (06/15/91)    0.736  (m)            2.41   (f) UNKNOWN     1 2
 AA0761  NGVD 29 (09/01/92)    1.161  (m)            3.81   (f) ADJUSTED    1 2
 AA0761
 AA0761.Superseded values are not recommended for survey control.
 AA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0761.See file dsdata.txt to determine how the superseded data were derived.
 AA0761
 AA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH460287(NAD 83)
 AA0761_MARKER: DJ = TIDAL STATION DISK
 AA0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0761_SP_SET: CONCRETE SEAWALL
 AA0761_STAMPING: 4347 F 1982
 AA0761_MARK LOGO: NOS   
 AA0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0761+STABILITY: SURFACE MOTION
 AA0761
 AA0761  HISTORY     - Date     Condition        Report By
 AA0761  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0761  HISTORY     - 19881108 GOOD             FLDNR
 AA0761
 AA0761                          STATION DESCRIPTION
 AA0761
 AA0761'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0761'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0761'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0761'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0761'BOULEVARD TO HAWKES BILL LANE, GO 0.15 MILE NORTH ON HAWKES BILL LANE
 AA0761'TO THE THIRD HOUSE ON THE RIGHT AND THE MARK.  THE MARK IS IN THE
 AA0761'SEAWALL BEHIND THE HOUSE, 1.0 FOOT NORTH OF THE SOUTH END OF THE
 AA0761'SEAWALL, 34.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND
 AA0761'67.5 FEET SOUTH OF THE NORTH END OF THE SEAWALL.
 AA0761
 AA0761                          STATION RECOVERY (1988)
 AA0761
 AA0761'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0761'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE THIRD
 AA0761'HOUSE ON THE RIGHT TO HOUSE ON LOT NUMBER 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0760 ***********************************************************************
 AA0760  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0760  DESIGNATION -  872 4347 G TIDAL
 AA0760  PID         -  AA0760
 AA0760  STATE/COUNTY-  FL/MONROE
 AA0760  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0760
 AA0760                         *CURRENT SURVEY CONTROL
 AA0760  ___________________________________________________________________
 AA0760* NAD 83(1986)-  24 40 12.     (N)    081 32 03.     (W)     SCALED    
 AA0760* NAVD 88     -         0.615  (meters)       2.02   (feet)  ADJUSTED  
 AA0760  ___________________________________________________________________
 AA0760  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AA0760  DYNAMIC HT  -           0.614 (meters)       2.01  (feet)  COMP
 AA0760  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 AA0760
 AA0760  VERT ORDER  -  FIRST     CLASS II
 AA0760
 AA0760.The horizontal coordinates were scaled from a topographic map and have
 AA0760.an estimated accuracy of +/- 6 seconds.
 AA0760
 AA0760.The orthometric height was determined by differential leveling
 AA0760.and adjusted by the National Geodetic Survey in June 1991..
 AA0760
 AA0760.This Tidal Bench Mark is designated as VM 6995
 AA0760.by the Center for Operational Oceanographic Products and Services.
 AA0760
 AA0760.The geoid height was determined by GEOID03.
 AA0760
 AA0760.The dynamic height is computed by dividing the NAVD 88
 AA0760.geopotential number by the normal gravity value computed on the
 AA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0760.degrees latitude (g = 980.6199 gals.).
 AA0760
 AA0760.The modeled gravity was interpolated from observed gravity values.
 AA0760
 AA0760;                    North         East    Units  Estimated Accuracy
 AA0760;SPC FL E     -    37,390.      145,940.      MT  (+/- 180 meters Scaled)
 AA0760
 AA0760                          SUPERSEDED SURVEY CONTROL
 AA0760
 AA0760  NGVD 29 (09/01/92)    1.031  (m)            3.38   (f) ADJUSTED    1 2
 AA0760
 AA0760.Superseded values are not recommended for survey control.
 AA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0760.See file dsdata.txt to determine how the superseded data were derived.
 AA0760
 AA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH459285(NAD 83)
 AA0760_MARKER: DJ = TIDAL STATION DISK
 AA0760_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0760_SP_SET: CONCRETE SEAWALL
 AA0760_STAMPING: 4347 G 1982
 AA0760_MARK LOGO: NOS   
 AA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0760+STABILITY: SURFACE MOTION
 AA0760
 AA0760  HISTORY     - Date     Condition        Report By
 AA0760  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0760  HISTORY     - 19881108 GOOD             FLDNR
 AA0760
 AA0760                          STATION DESCRIPTION
 AA0760
 AA0760'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0760'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0760'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0760'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0760'BOULEVARD TO HAWKES BILL LANE, GO 0.1 MILE NORTH ON HAWKES BILL LANE
 AA0760'TO THE SECOND HOUSE ON THE RIGHT (6 HAWKES BILL LANE) AND THE MARK.
 AA0760'THE MARK BEARS 22.9 FEET SOUTH OF THE NORTH END OF THE SEAWALL BEHIND
 AA0760'THE HOUSE, 45.1 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND 24.8
 AA0760'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 AA0760
 AA0760                          STATION RECOVERY (1988)
 AA0760
 AA0760'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0759 ***********************************************************************
 AA0759  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0759  DESIGNATION -  872 4347 H TIDAL
 AA0759  PID         -  AA0759
 AA0759  STATE/COUNTY-  FL/MONROE
 AA0759  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0759
 AA0759                         *CURRENT SURVEY CONTROL
 AA0759  ___________________________________________________________________
 AA0759* NAD 83(1986)-  24 39 40.     (N)    081 31 50.     (W)     SCALED    
 AA0759* NAVD 88     -         2.145  (meters)       7.04   (feet)  ADJUSTED  
 AA0759  ___________________________________________________________________
 AA0759  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0759  DYNAMIC HT  -           2.141 (meters)       7.02  (feet)  COMP
 AA0759  MODELED GRAV-     978,968.5   (mgal)                       NAVD 88
 AA0759
 AA0759  VERT ORDER  -  SECOND    CLASS I
 AA0759
 AA0759.The horizontal coordinates were scaled from a topographic map and have
 AA0759.an estimated accuracy of +/- 6 seconds.
 AA0759
 AA0759.The orthometric height was determined by differential leveling
 AA0759.and adjusted by the National Geodetic Survey in June 1991..
 AA0759
 AA0759.This Tidal Bench Mark is designated as VM 6996
 AA0759.by the Center for Operational Oceanographic Products and Services.
 AA0759
 AA0759.The geoid height was determined by GEOID03.
 AA0759
 AA0759.The dynamic height is computed by dividing the NAVD 88
 AA0759.geopotential number by the normal gravity value computed on the
 AA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0759.degrees latitude (g = 980.6199 gals.).
 AA0759
 AA0759.The modeled gravity was interpolated from observed gravity values.
 AA0759
 AA0759;                    North         East    Units  Estimated Accuracy
 AA0759;SPC FL E     -    36,410.      146,300.      MT  (+/- 180 meters Scaled)
 AA0759
 AA0759                          SUPERSEDED SURVEY CONTROL
 AA0759
 AA0759.No superseded survey control is available for this station.
 AA0759
 AA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH463275(NAD 83)
 AA0759_MARKER: DJ = TIDAL STATION DISK
 AA0759_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0759+WITH SETTING: PAVEMENT
 AA0759_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AA0759_STAMPING: 4347 H 1982
 AA0759_MARK LOGO: NOS   
 AA0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0759+STABILITY: SURFACE MOTION
 AA0759
 AA0759  HISTORY     - Date     Condition        Report By
 AA0759  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0759  HISTORY     - 19881108 SEE DESCRIPTION  FLDNR
 AA0759
 AA0759                          STATION DESCRIPTION
 AA0759
 AA0759'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0759'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0759'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES
 AA0759'NORTHEAST ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 0.3 MILE NORTH ON
 AA0759'CRANE BOULEVARD TO THE SUGARLOAF ELEMENTARY SCHOOL AND THE MARK.  THE
 AA0759'MARK BEARS 1.1 FEET WEST OF THE FLAGPOLE, 42.6 FEET SOUTHWEST OF THE
 AA0759'NORTHWEST CORNER OF THE CAFETERIA, 46.5 FEET NORTH-NORTHEAST OF THE
 AA0759'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, AND 38.5 FEET EAST
 AA0759'OF THE CENTERLINE OF THE SEMI-CIRCULAR DRIVE.
 AA0759'THE MARK IS 0.1 FT ABOVE GROUND.
 AA0759
 AA0759                          STATION RECOVERY (1988)
 AA0759
 AA0759'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1756 ***********************************************************************
 AA1756  DESIGNATION -  872 4347 J TIDAL
 AA1756  PID         -  AA1756
 AA1756  STATE/COUNTY-  FL/MONROE
 AA1756  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1756
 AA1756                         *CURRENT SURVEY CONTROL
 AA1756  ___________________________________________________________________
 AA1756* NAD 83(1986)-  24 40 08.     (N)    081 32 05.     (W)     SCALED    
 AA1756* NAVD 88     -         0.096  (meters)       0.32   (feet)  ADJUSTED  
 AA1756  ___________________________________________________________________
 AA1756  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AA1756  DYNAMIC HT  -           0.096 (meters)       0.32  (feet)  COMP
 AA1756  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 AA1756
 AA1756  VERT ORDER  -  FIRST     CLASS II
 AA1756
 AA1756.The horizontal coordinates were scaled from a topographic map and have
 AA1756.an estimated accuracy of +/- 6 seconds.
 AA1756
 AA1756.The orthometric height was determined by differential leveling
 AA1756.and adjusted by the National Geodetic Survey in May 1994..
 AA1756
 AA1756.The geoid height was determined by GEOID03.
 AA1756
 AA1756.The dynamic height is computed by dividing the NAVD 88
 AA1756.geopotential number by the normal gravity value computed on the
 AA1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1756.degrees latitude (g = 980.6199 gals.).
 AA1756
 AA1756.The modeled gravity was interpolated from observed gravity values.
 AA1756
 AA1756;                    North         East    Units  Estimated Accuracy
 AA1756;SPC FL E     -    37,270.      145,880.      MT  (+/- 180 meters Scaled)
 AA1756
 AA1756                          SUPERSEDED SURVEY CONTROL
 AA1756
 AA1756  NGVD 29 (09/01/92)    0.512  (m)            1.68   (f) ADJUSTED    1 2
 AA1756
 AA1756.Superseded values are not recommended for survey control.
 AA1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1756.See file dsdata.txt to determine how the superseded data were derived.
 AA1756
 AA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH458283(NAD 83)
 AA1756_MARKER: DJ = TIDAL STATION DISK
 AA1756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1756_SP_SET: STAINLESS STEEL ROD
 AA1756_STAMPING: 4347 J 1988
 AA1756_MARK LOGO: NOS   
 AA1756_PROJECTION: FLUSH
 AA1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1756+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA1756_ROD/PIPE-DEPTH: 8.5  meters
 AA1756
 AA1756  HISTORY     - Date     Condition        Report By
 AA1756  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1756
 AA1756                          STATION DESCRIPTION
 AA1756
 AA1756'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1756'TO REACH THE MARK FROM THE POST OFFICE ON SUGARLOAF KEY GO NORTHEAST
 AA1756'ON U.S. HIGHWAY 1 FOR 2.4 MI (3.9 KM) TO THE INTERSECTION OF
 AA1756'U.S.HIGHWAY 1 AND CRANE BOULEVARD, TURN LEFT GO NORTH ON CRANE
 AA1756'BOULEVARD FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF CRANE
 AA1756'BOULEVARD AND HAWKES BILL LANE (A DIRT ROAD)AND THE MARK ON THE LEFT
 AA1756'AT THE EDGE OF THE MANGROVES, 108.0 FT (32.9 M) NORTHWEST OF THE
 AA1756'CENTERLINE JUNCTION OF HAWKS BILL LANE AND CRANE BOULEVARD, 43.0 FT
 AA1756'(13.1 M) SOUTHWEST OF THE CENTERLINE OF CRANE BOULEVARD, 3.0 FT (0.9
 AA1756'M) NORTHWEST OF POWER POLE NUMBER SL4-47-13, AND 0.4 FT (0.1 M)
 AA1756'NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0763 ***********************************************************************
 AA0763  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0763  DESIGNATION -  872 4347 TIDAL 3
 AA0763  PID         -  AA0763
 AA0763  STATE/COUNTY-  FL/MONROE
 AA0763  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0763
 AA0763                         *CURRENT SURVEY CONTROL
 AA0763  ___________________________________________________________________
 AA0763* NAD 83(1986)-  24 40 20.     (N)    081 31 59.     (W)     SCALED    
 AA0763* NAVD 88     -         0.703  (meters)       2.31   (feet)  ADJUSTED  
 AA0763  ___________________________________________________________________
 AA0763  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AA0763  DYNAMIC HT  -           0.701 (meters)       2.30  (feet)  COMP
 AA0763  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 AA0763
 AA0763  VERT ORDER  -  FIRST     CLASS II
 AA0763
 AA0763.The horizontal coordinates were scaled from a topographic map and have
 AA0763.an estimated accuracy of +/- 6 seconds.
 AA0763
 AA0763.The orthometric height was determined by differential leveling
 AA0763.and adjusted by the National Geodetic Survey in May 1994..
 AA0763
 AA0763.This Tidal Bench Mark is designated as VM 6991
 AA0763.by the Center for Operational Oceanographic Products and Services.
 AA0763
 AA0763.The geoid height was determined by GEOID03.
 AA0763
 AA0763.The dynamic height is computed by dividing the NAVD 88
 AA0763.geopotential number by the normal gravity value computed on the
 AA0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0763.degrees latitude (g = 980.6199 gals.).
 AA0763
 AA0763.The modeled gravity was interpolated from observed gravity values.
 AA0763
 AA0763;                    North         East    Units  Estimated Accuracy
 AA0763;SPC FL E     -    37,640.      146,050.      MT  (+/- 180 meters Scaled)
 AA0763
 AA0763                          SUPERSEDED SURVEY CONTROL
 AA0763
 AA0763  NAVD 88 (06/15/91)    0.699  (m)            2.29   (f) UNKNOWN     1 2
 AA0763  NGVD 29 (09/01/92)    1.119  (m)            3.67   (f) ADJUSTED    1 2
 AA0763
 AA0763.Superseded values are not recommended for survey control.
 AA0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0763.See file dsdata.txt to determine how the superseded data were derived.
 AA0763
 AA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH460287(NAD 83)
 AA0763_MARKER: DJ = TIDAL STATION DISK
 AA0763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0763_SP_SET: COPPER-CLAD STEEL ROD
 AA0763_STAMPING: NO.3 1974
 AA0763_MARK LOGO: NOS   
 AA0763_PROJECTION: FLUSH
 AA0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0763
 AA0763  HISTORY     - Date     Condition        Report By
 AA0763  HISTORY     - 1974     MONUMENTED       NOS
 AA0763  HISTORY     - 1982     GOOD             FLDNR
 AA0763  HISTORY     - 19881108 GOOD             FLDNR
 AA0763
 AA0763                          STATION DESCRIPTION
 AA0763
 AA0763'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0763'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0763'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0763'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0763'BOULEVARD TO HAWKES BILL LANE, GO 0.3 MILE NORTH ON HAWKES BILL LANE
 AA0763'TO THE MARK.  THE MARK BEARS 224 FEET SOUTH OF THE NORTH END OF A
 AA0763'CANAL, 130.0 FEET SOUTH OF A CHAIN LINK FENCE FOR THE LAST HOUSE AT
 AA0763'END OF ROAD, 10.5 FEET WEST OF THE CANAL, 110 FEET NORTH-NORTHEAST
 AA0763'OF THE NORTHWEST CORNER OF THE NEXT-TO-LAST HOUSE ALONG THE ROAD,
 AA0763'AND IS SET ATOP A COPPER-COATED ROD AND ENCASED IN A CONCRETE POST.
 AA0763
 AA0763                          STATION RECOVERY (1988)
 AA0763
 AA0763'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0763'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE (NEXT TO
 AA0763'THE LAST HOUSE ALONG ROAD) TO THE HOUSE ON LOT NUMBER 22.  ADD 4.94 M
 AA0763'(16.21 FT) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE ON LOT NUMBER
 AA0763'23, 3.99 M (13.09 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AA0763'HOUSE ON LOT NUMBER 24, 3.08 M (10.10 FT) WEST OF THE EAST EDGE OF
 AA0763'THE SEAWALL AND 0.36 M (1.18 FT) WEST OF THE WEST EDGE OF THE
 AA0763'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0762 ***********************************************************************
 AA0762  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0762  DESIGNATION -  872 4347 TIDAL 5
 AA0762  PID         -  AA0762
 AA0762  STATE/COUNTY-  FL/MONROE
 AA0762  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0762
 AA0762                         *CURRENT SURVEY CONTROL
 AA0762  ___________________________________________________________________
 AA0762* NAD 83(1986)-  24 40 20.     (N)    081 31 59.     (W)     SCALED    
 AA0762* NAVD 88     -         1.175  (meters)       3.85   (feet)  ADJUSTED  
 AA0762  ___________________________________________________________________
 AA0762  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AA0762  DYNAMIC HT  -           1.173 (meters)       3.85  (feet)  COMP
 AA0762  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 AA0762
 AA0762  VERT ORDER  -  FIRST     CLASS II
 AA0762
 AA0762.The horizontal coordinates were scaled from a topographic map and have
 AA0762.an estimated accuracy of +/- 6 seconds.
 AA0762
 AA0762.The orthometric height was determined by differential leveling
 AA0762.and adjusted by the National Geodetic Survey in June 1991..
 AA0762.WARNING-Repeat measurements at this control monument indicate possible
 AA0762.vertical movement.
 AA0762
 AA0762.This Tidal Bench Mark is designated as VM 6993
 AA0762.by the Center for Operational Oceanographic Products and Services.
 AA0762
 AA0762.The geoid height was determined by GEOID03.
 AA0762
 AA0762.The dynamic height is computed by dividing the NAVD 88
 AA0762.geopotential number by the normal gravity value computed on the
 AA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0762.degrees latitude (g = 980.6199 gals.).
 AA0762
 AA0762.The modeled gravity was interpolated from observed gravity values.
 AA0762
 AA0762;                    North         East    Units  Estimated Accuracy
 AA0762;SPC FL E     -    37,640.      146,050.      MT  (+/- 180 meters Scaled)
 AA0762
 AA0762                          SUPERSEDED SURVEY CONTROL
 AA0762
 AA0762  NGVD 29 (09/01/92)    1.591  (m)            5.22   (f) ADJUSTED    1 2
 AA0762
 AA0762.Superseded values are not recommended for survey control.
 AA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0762.See file dsdata.txt to determine how the superseded data were derived.
 AA0762
 AA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH460287(NAD 83)
 AA0762_MARKER: DJ = TIDAL STATION DISK
 AA0762_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0762_SP_SET: COPPER-CLAD STEEL ROD
 AA0762_STAMPING: NO.5 1974
 AA0762_MARK LOGO: NOS   
 AA0762_PROJECTION: FLUSH
 AA0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0762
 AA0762  HISTORY     - Date     Condition        Report By
 AA0762  HISTORY     - 1974     MONUMENTED       NOS
 AA0762  HISTORY     - 1982     GOOD             FLDNR
 AA0762  HISTORY     - 19881108 GOOD             FLDNR
 AA0762
 AA0762                          STATION DESCRIPTION
 AA0762
 AA0762'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0762'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0762'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0762'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0762'BOULEVARD TO HAWKES BILL LANE, GO 0.25 MILE NORTH TO 19 HAWKES BILL
 AA0762'LANE (EDGAR ALLEN RESIDENCE) AND THE MARK.  THE MARK BEARS 28.5 FEET
 AA0762'WEST OF A CANAL, 14.7 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 AA0762'HOUSE, 26.2 FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AA0762'HOUSE, AND IS UNDERNEATH THE HOUSE WHICH IS ON STILTS.  THE MARK IS
 AA0762'ATOP A COPPER-COATED STEEL ROD AND ENCASED IN A CONCRETE POST.
 AA0762
 AA0762                          STATION RECOVERY (1988)
 AA0762
 AA0762'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0758 ***********************************************************************
 AA0758  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0758  DESIGNATION -  872 4353 D TIDAL
 AA0758  PID         -  AA0758
 AA0758  STATE/COUNTY-  FL/MONROE
 AA0758  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0758
 AA0758                         *CURRENT SURVEY CONTROL
 AA0758  ___________________________________________________________________
 AA0758* NAD 83(1986)-  24 39 20.     (N)    081 32 23.     (W)     SCALED    
 AA0758* NAVD 88     -         4.480  (meters)      14.70   (feet)  ADJUSTED  
 AA0758  ___________________________________________________________________
 AA0758  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0758  DYNAMIC HT  -           4.472 (meters)      14.67  (feet)  COMP
 AA0758  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA0758
 AA0758  VERT ORDER  -  FIRST     CLASS II
 AA0758
 AA0758.The horizontal coordinates were scaled from a topographic map and have
 AA0758.an estimated accuracy of +/- 6 seconds.
 AA0758
 AA0758.The orthometric height was determined by differential leveling
 AA0758.and adjusted by the National Geodetic Survey in May 1994..
 AA0758.WARNING-Repeat measurements at this control monument indicate possible
 AA0758.vertical movement.
 AA0758
 AA0758.This Tidal Bench Mark is designated as VM 6999
 AA0758.by the Center for Operational Oceanographic Products and Services.
 AA0758
 AA0758.The geoid height was determined by GEOID03.
 AA0758
 AA0758.The dynamic height is computed by dividing the NAVD 88
 AA0758.geopotential number by the normal gravity value computed on the
 AA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0758.degrees latitude (g = 980.6199 gals.).
 AA0758
 AA0758.The modeled gravity was interpolated from observed gravity values.
 AA0758
 AA0758;                    North         East    Units  Estimated Accuracy
 AA0758;SPC FL E     -    35,800.      145,370.      MT  (+/- 180 meters Scaled)
 AA0758
 AA0758                          SUPERSEDED SURVEY CONTROL
 AA0758
 AA0758  NAVD 88 (06/15/91)    4.482  (m)           14.70   (f) UNKNOWN     1 2
 AA0758  NGVD 29 (09/01/92)    4.896  (m)           16.06   (f) ADJUSTED    1 2
 AA0758
 AA0758.Superseded values are not recommended for survey control.
 AA0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0758.See file dsdata.txt to determine how the superseded data were derived.
 AA0758
 AA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH453269(NAD 83)
 AA0758_MARKER: DS = TRIANGULATION STATION DISK
 AA0758_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0758_SP_SET: CONCRETE GUARDRAIL
 AA0758_STAMPING: 4353 D
 AA0758_MARK LOGO: FLDT  
 AA0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0758
 AA0758  HISTORY     - Date     Condition        Report By
 AA0758  HISTORY     - UNK      MONUMENTED       FLDT
 AA0758  HISTORY     - 1982     GOOD             FLDNR
 AA0758  HISTORY     - 1986     GOOD             FLDNR
 AA0758  HISTORY     - 19881108 GOOD             FLDNR
 AA0758  HISTORY     - 1989     GOOD             USPSQD
 AA0758
 AA0758                          STATION DESCRIPTION
 AA0758
 AA0758'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0758'1.6 MI NE FROM SUGARLOAF SHORES.
 AA0758'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.6 MILES NORTHEAST
 AA0758'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER PARK CHANNEL AND THE MARK.
 AA0758'THE MARK BEARS 1.0 FOOT NORTHEAST OF THE NORTHEAST ABUTMENT, 23.5
 AA0758'FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, AND 9.0 FEET SOUTHWEST
 AA0758'OF THE NORTHEAST END OF THE CONCRETE GUARDRAIL.
 AA0758'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0758
 AA0758                          STATION RECOVERY (1986)
 AA0758
 AA0758'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0758'RECOVERED IN GOOD CONDITION.
 AA0758
 AA0758                          STATION RECOVERY (1988)
 AA0758
 AA0758'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0758'RECOVERED IN GOOD CONDITION.
 AA0758
 AA0758                          STATION RECOVERY (1989)
 AA0758
 AA0758'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0756 ***********************************************************************
 AA0756  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0756  DESIGNATION -  872 4353 E TIDAL
 AA0756  PID         -  AA0756
 AA0756  STATE/COUNTY-  FL/MONROE
 AA0756  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0756
 AA0756                         *CURRENT SURVEY CONTROL
 AA0756  ___________________________________________________________________
 AA0756* NAD 83(1986)-  24 39 20.     (N)    081 32 23.     (W)     SCALED    
 AA0756* NAVD 88     -         4.470  (meters)      14.67   (feet)  ADJUSTED  
 AA0756  ___________________________________________________________________
 AA0756  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0756  DYNAMIC HT  -           4.462 (meters)      14.64  (feet)  COMP
 AA0756  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA0756
 AA0756  VERT ORDER  -  FIRST     CLASS II
 AA0756
 AA0756.The horizontal coordinates were scaled from a topographic map and have
 AA0756.an estimated accuracy of +/- 6 seconds.
 AA0756
 AA0756.The orthometric height was determined by differential leveling
 AA0756.and adjusted by the National Geodetic Survey in May 1994..
 AA0756.WARNING-Repeat measurements at this control monument indicate possible
 AA0756.vertical movement.
 AA0756
 AA0756.This Tidal Bench Mark is designated as VM 7000
 AA0756.by the Center for Operational Oceanographic Products and Services.
 AA0756
 AA0756.The geoid height was determined by GEOID03.
 AA0756
 AA0756.The dynamic height is computed by dividing the NAVD 88
 AA0756.geopotential number by the normal gravity value computed on the
 AA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0756.degrees latitude (g = 980.6199 gals.).
 AA0756
 AA0756.The modeled gravity was interpolated from observed gravity values.
 AA0756
 AA0756;                    North         East    Units  Estimated Accuracy
 AA0756;SPC FL E     -    35,800.      145,370.      MT  (+/- 180 meters Scaled)
 AA0756
 AA0756                          SUPERSEDED SURVEY CONTROL
 AA0756
 AA0756  NAVD 88 (06/15/91)    4.473  (m)           14.68   (f) UNKNOWN     1 2
 AA0756  NGVD 29 (09/01/92)    4.889  (m)           16.04   (f) ADJUSTED    1 2
 AA0756
 AA0756.Superseded values are not recommended for survey control.
 AA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0756.See file dsdata.txt to determine how the superseded data were derived.
 AA0756
 AA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH453269(NAD 83)
 AA0756_MARKER: DJ = TIDAL STATION DISK
 AA0756_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0756_SP_SET: CONCRETE GUARDRAIL
 AA0756_STAMPING: 4353 E
 AA0756_MARK LOGO: FLDT  
 AA0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0756
 AA0756  HISTORY     - Date     Condition        Report By
 AA0756  HISTORY     - UNK      MONUMENTED       FLDT
 AA0756  HISTORY     - 1982     GOOD             FLDNR
 AA0756  HISTORY     - 1986     GOOD             FLDNR
 AA0756  HISTORY     - 19881108 GOOD             FLDNR
 AA0756  HISTORY     - 1989     GOOD             USPSQD
 AA0756
 AA0756                          STATION DESCRIPTION
 AA0756
 AA0756'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0756'1.6 MI NE FROM SUGARLOAF SHORES.
 AA0756'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.6 MILES
 AA0756'NORTHEAST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER PARK CHANNEL AND THE
 AA0756'MARK.  THE MARK BEARS 1.1 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT,
 AA0756'23.4 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1 AND 8.9 FEET
 AA0756'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL.
 AA0756'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0756
 AA0756                          STATION RECOVERY (1986)
 AA0756
 AA0756'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0756'RECOVERED IN GOOD CONDITION.
 AA0756
 AA0756                          STATION RECOVERY (1988)
 AA0756
 AA0756'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0756'RECOVERED IN GOOD CONDITION.
 AA0756
 AA0756                          STATION RECOVERY (1989)
 AA0756
 AA0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1668 ***********************************************************************
 AA1668  DESIGNATION -  872 4353 G TIDAL
 AA1668  PID         -  AA1668
 AA1668  STATE/COUNTY-  FL/MONROE
 AA1668  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1668
 AA1668                         *CURRENT SURVEY CONTROL
 AA1668  ___________________________________________________________________
 AA1668* NAD 83(1986)-  24 39 15.     (N)    081 32 33.     (W)     SCALED    
 AA1668* NAVD 88     -         1.028  (meters)       3.37   (feet)  ADJUSTED  
 AA1668  ___________________________________________________________________
 AA1668  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA1668  DYNAMIC HT  -           1.027 (meters)       3.37  (feet)  COMP
 AA1668  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 AA1668
 AA1668  VERT ORDER  -  FIRST     CLASS II
 AA1668
 AA1668.The horizontal coordinates were scaled from a topographic map and have
 AA1668.an estimated accuracy of +/- 6 seconds.
 AA1668
 AA1668.The orthometric height was determined by differential leveling
 AA1668.and adjusted by the National Geodetic Survey in May 1994..
 AA1668
 AA1668.The geoid height was determined by GEOID03.
 AA1668
 AA1668.The dynamic height is computed by dividing the NAVD 88
 AA1668.geopotential number by the normal gravity value computed on the
 AA1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1668.degrees latitude (g = 980.6199 gals.).
 AA1668
 AA1668.The modeled gravity was interpolated from observed gravity values.
 AA1668
 AA1668;                    North         East    Units  Estimated Accuracy
 AA1668;SPC FL E     -    35,640.      145,090.      MT  (+/- 180 meters Scaled)
 AA1668
 AA1668                          SUPERSEDED SURVEY CONTROL
 AA1668
 AA1668  NGVD 29 (09/01/92)    1.447  (m)            4.75   (f) ADJUSTED    1 2
 AA1668
 AA1668.Superseded values are not recommended for survey control.
 AA1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1668.See file dsdata.txt to determine how the superseded data were derived.
 AA1668
 AA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH451267(NAD 83)
 AA1668_MARKER: DJ = TIDAL STATION DISK
 AA1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1668_SP_SET: CONCRETE POWER POLE BASE
 AA1668_STAMPING: 4353 G 1988
 AA1668_MARK LOGO: NOS   
 AA1668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1668
 AA1668  HISTORY     - Date     Condition        Report By
 AA1668  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1668
 AA1668                          STATION DESCRIPTION
 AA1668
 AA1668'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1668'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE
 AA1668'SOUTHEAST END OF THE BRIDGE OVER PARK CHANNEL AND THE
 AA1668'MARKSOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CORNER GUARDRAIL
 AA1668'FOR THE BRIDGESOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1
 AA1668'AND 0.15 M (0.49 FT) NORTH-NORTHEAST OF THE NORTH FACE OF THE POWER
 AA1668'POLE.  NOTE--THE MARK IS 0.30 M (0.98 FT) ABOVE GROUND AND 1.37 M
 AA1668'(4.49 FT) BELOW THE U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0757 ***********************************************************************
 AA0757  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0757  DESIGNATION -  872 4353 TIDAL 1
 AA0757  PID         -  AA0757
 AA0757  STATE/COUNTY-  FL/MONROE
 AA0757  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0757
 AA0757                         *CURRENT SURVEY CONTROL
 AA0757  ___________________________________________________________________
 AA0757* NAD 83(1986)-  24 39 20.     (N)    081 32 23.     (W)     SCALED    
 AA0757* NAVD 88     -         1.217  (meters)       3.99   (feet)  ADJUSTED  
 AA0757  ___________________________________________________________________
 AA0757  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0757  DYNAMIC HT  -           1.215 (meters)       3.99  (feet)  COMP
 AA0757  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 AA0757
 AA0757  VERT ORDER  -  FIRST     CLASS II
 AA0757
 AA0757.The horizontal coordinates were scaled from a topographic map and have
 AA0757.an estimated accuracy of +/- 6 seconds.
 AA0757
 AA0757.The orthometric height was determined by differential leveling
 AA0757.and adjusted by the National Geodetic Survey in June 1991..
 AA0757
 AA0757.This Tidal Bench Mark is designated as VM 6998
 AA0757.by the Center for Operational Oceanographic Products and Services.
 AA0757
 AA0757.The geoid height was determined by GEOID03.
 AA0757
 AA0757.The dynamic height is computed by dividing the NAVD 88
 AA0757.geopotential number by the normal gravity value computed on the
 AA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0757.degrees latitude (g = 980.6199 gals.).
 AA0757
 AA0757.The modeled gravity was interpolated from observed gravity values.
 AA0757
 AA0757;                    North         East    Units  Estimated Accuracy
 AA0757;SPC FL E     -    35,800.      145,370.      MT  (+/- 180 meters Scaled)
 AA0757
 AA0757                          SUPERSEDED SURVEY CONTROL
 AA0757
 AA0757  NGVD 29 (09/01/92)    1.635  (m)            5.36   (f) ADJUSTED    1 2
 AA0757
 AA0757.Superseded values are not recommended for survey control.
 AA0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0757.See file dsdata.txt to determine how the superseded data were derived.
 AA0757
 AA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH453269(NAD 83)
 AA0757_MARKER: DJ = TIDAL STATION DISK
 AA0757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0757_SP_SET: CONCRETE WINGWALL
 AA0757_STAMPING: NO.1 1973
 AA0757_MARK LOGO: NOS   
 AA0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0757+STABILITY: SURFACE MOTION
 AA0757
 AA0757  HISTORY     - Date     Condition        Report By
 AA0757  HISTORY     - 1973     MONUMENTED       NOS
 AA0757  HISTORY     - 1982     GOOD             FLDNR
 AA0757  HISTORY     - 19881108 GOOD             FLDNR
 AA0757
 AA0757                          STATION DESCRIPTION
 AA0757
 AA0757'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0757'1.6 MI NE FROM SUGARLOAF SHORES.
 AA0757'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.6 MILES NORTHEAST
 AA0757'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER PARK CHANNEL AND THE MARK.  THE
 AA0757'MARK IS SET IN THE SOUTH WINGWALL AT THE NORTHEAST END OF THE OLD
 AA0757'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 43.5 FEET
 AA0757'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE, AND 29.6 FEET
 AA0757'NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL.
 AA0757'THE MARK IS 2.6 FT BELOW OLD BRIDGE.
 AA0757
 AA0757                          STATION RECOVERY (1988)
 AA0757
 AA0757'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1671 ***********************************************************************
 AA1671  DESIGNATION -  872 4363 F TIDAL
 AA1671  PID         -  AA1671
 AA1671  STATE/COUNTY-  FL/MONROE
 AA1671  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1671
 AA1671                         *CURRENT SURVEY CONTROL
 AA1671  ___________________________________________________________________
 AA1671* NAD 83(1986)-  24 38 04.     (N)    081 33 05.     (W)     SCALED    
 AA1671* NAVD 88     -         0.313  (meters)       1.03   (feet)  ADJUSTED  
 AA1671  ___________________________________________________________________
 AA1671  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1671  DYNAMIC HT  -           0.313 (meters)       1.03  (feet)  COMP
 AA1671  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 AA1671
 AA1671  VERT ORDER  -  FIRST     CLASS II
 AA1671
 AA1671.The horizontal coordinates were scaled from a topographic map and have
 AA1671.an estimated accuracy of +/- 6 seconds.
 AA1671
 AA1671.The orthometric height was determined by differential leveling
 AA1671.and adjusted by the National Geodetic Survey in May 1994..
 AA1671
 AA1671.The geoid height was determined by GEOID03.
 AA1671
 AA1671.The dynamic height is computed by dividing the NAVD 88
 AA1671.geopotential number by the normal gravity value computed on the
 AA1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1671.degrees latitude (g = 980.6199 gals.).
 AA1671
 AA1671.The modeled gravity was interpolated from observed gravity values.
 AA1671
 AA1671;                    North         East    Units  Estimated Accuracy
 AA1671;SPC FL E     -    33,460.      144,180.      MT  (+/- 180 meters Scaled)
 AA1671
 AA1671                          SUPERSEDED SURVEY CONTROL
 AA1671
 AA1671  NGVD 29 (09/01/92)    0.728  (m)            2.39   (f) ADJUSTED    1 2
 AA1671
 AA1671.Superseded values are not recommended for survey control.
 AA1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1671.See file dsdata.txt to determine how the superseded data were derived.
 AA1671
 AA1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441245(NAD 83)
 AA1671_MARKER: DJ = TIDAL STATION DISK
 AA1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1671_SP_SET: CONCRETE POST
 AA1671_STAMPING: 4363 F 1988
 AA1671_MARK LOGO: NOS   
 AA1671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1671+STABILITY: SURFACE MOTION
 AA1671
 AA1671  HISTORY     - Date     Condition        Report By
 AA1671  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1671
 AA1671                          STATION DESCRIPTION
 AA1671
 AA1671'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1671'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO COUNTY
 AA1671'ROAD C-939 (SUGARLOAF BOULEVARD)TO THE JUNCTION OF LA BRISA LANE AND
 AA1671'THE MARK.  LOCATED 8.53 M (27.99 FT) EAST-NORTHEAST OF THE CENTERLINE
 AA1671'OF COUNTY ROAD C-939NORTH-NORTHWEST OF THE CENTERLINE OF LA BRISA
 AA1671'LANEEAST-SOUTHEAST OF BENCHMARK NO.5 AND 0.91 M (2.99 FT)
 AA1671'WEST-SOUTHWEST OF POWER POLE NUMBER SL9 66.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0740 ***********************************************************************
 AA0740  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0740  DESIGNATION -  872 4363 TIDAL 2
 AA0740  PID         -  AA0740
 AA0740  STATE/COUNTY-  FL/MONROE
 AA0740  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0740
 AA0740                         *CURRENT SURVEY CONTROL
 AA0740  ___________________________________________________________________
 AA0740* NAD 83(1986)-  24 38 05.     (N)    081 33 07.     (W)     SCALED    
 AA0740* NAVD 88     -         0.940  (meters)       3.08   (feet)  ADJUSTED  
 AA0740  ___________________________________________________________________
 AA0740  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0740  DYNAMIC HT  -           0.939 (meters)       3.08  (feet)  COMP
 AA0740  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 AA0740
 AA0740  VERT ORDER  -  FIRST     CLASS II
 AA0740
 AA0740.The horizontal coordinates were scaled from a topographic map and have
 AA0740.an estimated accuracy of +/- 6 seconds.
 AA0740
 AA0740.The orthometric height was determined by differential leveling
 AA0740.and adjusted by the National Geodetic Survey in June 1991..
 AA0740
 AA0740.This Tidal Bench Mark is designated as VM 7002
 AA0740.by the Center for Operational Oceanographic Products and Services.
 AA0740
 AA0740.The geoid height was determined by GEOID03.
 AA0740
 AA0740.The dynamic height is computed by dividing the NAVD 88
 AA0740.geopotential number by the normal gravity value computed on the
 AA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0740.degrees latitude (g = 980.6199 gals.).
 AA0740
 AA0740.The modeled gravity was interpolated from observed gravity values.
 AA0740
 AA0740;                    North         East    Units  Estimated Accuracy
 AA0740;SPC FL E     -    33,490.      144,120.      MT  (+/- 180 meters Scaled)
 AA0740
 AA0740                          SUPERSEDED SURVEY CONTROL
 AA0740
 AA0740  NGVD 29 (09/01/92)    1.354  (m)            4.44   (f) ADJUSTED    1 2
 AA0740
 AA0740.Superseded values are not recommended for survey control.
 AA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0740.See file dsdata.txt to determine how the superseded data were derived.
 AA0740
 AA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0740_MARKER: DJ = TIDAL STATION DISK
 AA0740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0740_SP_SET: SEAWALL
 AA0740_STAMPING: NO.2 1974
 AA0740_MARK LOGO: NOS   
 AA0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0740+STABILITY: SURFACE MOTION
 AA0740
 AA0740  HISTORY     - Date     Condition        Report By
 AA0740  HISTORY     - 1974     MONUMENTED       NOS
 AA0740  HISTORY     - 1982     GOOD             FLDNR
 AA0740  HISTORY     - 19881108 GOOD             FLDNR
 AA0740
 AA0740                          STATION DESCRIPTION
 AA0740
 AA0740'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0740'IN SUGARLOAF SHORES.
 AA0740'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0740'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0740'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE MARK
 AA0740'VICINITY.  THE MARK IS IN THE TOP OF THE SEAWALL WEST OF THE HOUSE,
 AA0740'112.2 FEET NORTHWEST OF A BOAT RAMP, 63.0 FEET SOUTHWEST OF THE
 AA0740'SOUTH CORNER OF THE BOAT SLIP, AND 5.8 FEET SOUTHWEST OF THE CENTER
 AA0740'OF CONCRETE STEPS LEADING TO THE WATER.
 AA0740
 AA0740                          STATION RECOVERY (1988)
 AA0740
 AA0740'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0740'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  ADD THAT 900 SUGARLOAF
 AA0740'BOULEVARD IS LOCATED ACROSS FROM THE INTERSECTION OF DOLPHIN STREET
 AA0740'EAST AND SUGARLOAF BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0741 ***********************************************************************
 AA0741  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0741  DESIGNATION -  872 4363 TIDAL 3
 AA0741  PID         -  AA0741
 AA0741  STATE/COUNTY-  FL/MONROE
 AA0741  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0741
 AA0741                         *CURRENT SURVEY CONTROL
 AA0741  ___________________________________________________________________
 AA0741* NAD 83(1986)-  24 38 05.     (N)    081 33 07.     (W)     SCALED    
 AA0741* NAVD 88     -         0.936  (meters)       3.07   (feet)  ADJUSTED  
 AA0741  ___________________________________________________________________
 AA0741  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0741  DYNAMIC HT  -           0.934 (meters)       3.06  (feet)  COMP
 AA0741  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 AA0741
 AA0741  VERT ORDER  -  FIRST     CLASS II
 AA0741
 AA0741.The horizontal coordinates were scaled from a topographic map and have
 AA0741.an estimated accuracy of +/- 6 seconds.
 AA0741
 AA0741.The orthometric height was determined by differential leveling
 AA0741.and adjusted by the National Geodetic Survey in June 1991..
 AA0741
 AA0741.This Tidal Bench Mark is designated as VM 7003
 AA0741.by the Center for Operational Oceanographic Products and Services.
 AA0741
 AA0741.The geoid height was determined by GEOID03.
 AA0741
 AA0741.The dynamic height is computed by dividing the NAVD 88
 AA0741.geopotential number by the normal gravity value computed on the
 AA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0741.degrees latitude (g = 980.6199 gals.).
 AA0741
 AA0741.The modeled gravity was interpolated from observed gravity values.
 AA0741
 AA0741;                    North         East    Units  Estimated Accuracy
 AA0741;SPC FL E     -    33,490.      144,120.      MT  (+/- 180 meters Scaled)
 AA0741
 AA0741                          SUPERSEDED SURVEY CONTROL
 AA0741
 AA0741  NGVD 29 (09/01/92)    1.350  (m)            4.43   (f) ADJUSTED    1 2
 AA0741
 AA0741.Superseded values are not recommended for survey control.
 AA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0741.See file dsdata.txt to determine how the superseded data were derived.
 AA0741
 AA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0741_MARKER: DJ = TIDAL STATION DISK
 AA0741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0741_SP_SET: SEAWALL
 AA0741_STAMPING: NO.3 1974
 AA0741_MARK LOGO: NOS   
 AA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0741+STABILITY: SURFACE MOTION
 AA0741
 AA0741  HISTORY     - Date     Condition        Report By
 AA0741  HISTORY     - 1974     MONUMENTED       NOS
 AA0741  HISTORY     - 1982     GOOD             FLDNR
 AA0741  HISTORY     - 19881108 GOOD             FLDNR
 AA0741
 AA0741                          STATION DESCRIPTION
 AA0741
 AA0741'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0741'IN SUGARLOAF SHORES.
 AA0741'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0741'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0741'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE
 AA0741'MARK VICINITY.  THE MARK IS IN THE TOP OF THE NORTHEAST END OF THE
 AA0741'SEAWALL ON THE NORTH SIDE OF THE PROPERTY, 64.2 FEET NORTHEAST OF
 AA0741'THE NORTH CORNER OF THE BOAT SLIP, AND 37.2 FEET NORTH-NORTHWEST
 AA0741'OF THE NORTH CORNER OF THE HOUSE.
 AA0741
 AA0741                          STATION RECOVERY (1988)
 AA0741
 AA0741'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0741'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  ADD THAT 900 SUGARLOAF
 AA0741'BOULEVARD IS LOCATED ACROSS FROM THE INTERSECTION OF DOLPHIN STREET
 AA0741'EAST AND SUGARLOAF BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0739 ***********************************************************************
 AA0739  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0739  DESIGNATION -  872 4363 TIDAL 4
 AA0739  PID         -  AA0739
 AA0739  STATE/COUNTY-  FL/MONROE
 AA0739  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0739
 AA0739                         *CURRENT SURVEY CONTROL
 AA0739  ___________________________________________________________________
 AA0739* NAD 83(1986)-  24 38 05.     (N)    081 33 07.     (W)     SCALED    
 AA0739* NAVD 88     -         0.653  (meters)       2.14   (feet)  ADJUSTED  
 AA0739  ___________________________________________________________________
 AA0739  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0739  DYNAMIC HT  -           0.652 (meters)       2.14  (feet)  COMP
 AA0739  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 AA0739
 AA0739  VERT ORDER  -  FIRST     CLASS II
 AA0739
 AA0739.The horizontal coordinates were scaled from a topographic map and have
 AA0739.an estimated accuracy of +/- 6 seconds.
 AA0739
 AA0739.The orthometric height was determined by differential leveling
 AA0739.and adjusted by the National Geodetic Survey in June 1991..
 AA0739
 AA0739.This Tidal Bench Mark is designated as VM 7004
 AA0739.by the Center for Operational Oceanographic Products and Services.
 AA0739
 AA0739.The geoid height was determined by GEOID03.
 AA0739
 AA0739.The dynamic height is computed by dividing the NAVD 88
 AA0739.geopotential number by the normal gravity value computed on the
 AA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0739.degrees latitude (g = 980.6199 gals.).
 AA0739
 AA0739.The modeled gravity was interpolated from observed gravity values.
 AA0739
 AA0739;                    North         East    Units  Estimated Accuracy
 AA0739;SPC FL E     -    33,490.      144,120.      MT  (+/- 180 meters Scaled)
 AA0739
 AA0739                          SUPERSEDED SURVEY CONTROL
 AA0739
 AA0739  NGVD 29 (09/01/92)    1.068  (m)            3.50   (f) ADJUSTED    1 2
 AA0739
 AA0739.Superseded values are not recommended for survey control.
 AA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0739.See file dsdata.txt to determine how the superseded data were derived.
 AA0739
 AA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0739_MARKER: DJ = TIDAL STATION DISK
 AA0739_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0739_SP_SET: COPPER-CLAD STEEL ROD
 AA0739_STAMPING: NO.4 1974
 AA0739_MARK LOGO: NOS   
 AA0739_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0739
 AA0739  HISTORY     - Date     Condition        Report By
 AA0739  HISTORY     - 1974     MONUMENTED       NOS
 AA0739  HISTORY     - 1982     GOOD             FLDNR
 AA0739  HISTORY     - 19881108 GOOD             FLDNR
 AA0739
 AA0739                          STATION DESCRIPTION
 AA0739
 AA0739'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0739'IN SUGARLOAF SHORES.
 AA0739'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0739'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0739'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE
 AA0739'MARK VICINITY.  THE MARK IS NEAR THE EAST PROPERTY CORNER, 37.6
 AA0739'FEET SOUTHWEST OF THE CENTERLINE OF C-939, 145 FEET SOUTHEAST OF
 AA0739'THE CENTERLINE OF THE DRIVE TO THE HOUSE, 12.3 FEET NORTHEAST OF
 AA0739'POWER POLE SL-9-62-1, AND IS SET ATOP A COPPER-COATED STEEL ROD
 AA0739'AND ENCASED IN A CONCRETE POST.
 AA0739
 AA0739                          STATION RECOVERY (1988)
 AA0739
 AA0739'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0739'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  ADD THAT 900 SUGARLOAF
 AA0739'BOULEVARD IS LOCATED ACROSS FROM THE INTERSECTION OF DOLPHIN STREET
 AA0739'EAST AND SUGARLOAF BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0738 ***********************************************************************
 AA0738  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0738  DESIGNATION -  872 4363 TIDAL 5
 AA0738  PID         -  AA0738
 AA0738  STATE/COUNTY-  FL/MONROE
 AA0738  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0738
 AA0738                         *CURRENT SURVEY CONTROL
 AA0738  ___________________________________________________________________
 AA0738* NAD 83(1986)-  24 38 06.     (N)    081 33 08.     (W)     SCALED    
 AA0738* NAVD 88     -         0.652  (meters)       2.14   (feet)  ADJUSTED  
 AA0738  ___________________________________________________________________
 AA0738  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0738  DYNAMIC HT  -           0.651 (meters)       2.14  (feet)  COMP
 AA0738  MODELED GRAV-     978,965.9   (mgal)                       NAVD 88
 AA0738
 AA0738  VERT ORDER  -  FIRST     CLASS II
 AA0738
 AA0738.The horizontal coordinates were scaled from a topographic map and have
 AA0738.an estimated accuracy of +/- 6 seconds.
 AA0738
 AA0738.The orthometric height was determined by differential leveling
 AA0738.and adjusted by the National Geodetic Survey in June 1991..
 AA0738
 AA0738.This Tidal Bench Mark is designated as VM 7005
 AA0738.by the Center for Operational Oceanographic Products and Services.
 AA0738
 AA0738.The geoid height was determined by GEOID03.
 AA0738
 AA0738.The dynamic height is computed by dividing the NAVD 88
 AA0738.geopotential number by the normal gravity value computed on the
 AA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0738.degrees latitude (g = 980.6199 gals.).
 AA0738
 AA0738.The modeled gravity was interpolated from observed gravity values.
 AA0738
 AA0738;                    North         East    Units  Estimated Accuracy
 AA0738;SPC FL E     -    33,530.      144,090.      MT  (+/- 180 meters Scaled)
 AA0738
 AA0738                          SUPERSEDED SURVEY CONTROL
 AA0738
 AA0738  NGVD 29 (09/01/92)    1.066  (m)            3.50   (f) ADJUSTED    1 2
 AA0738
 AA0738.Superseded values are not recommended for survey control.
 AA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0738.See file dsdata.txt to determine how the superseded data were derived.
 AA0738
 AA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0738_MARKER: DJ = TIDAL STATION DISK
 AA0738_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0738_SP_SET: COPPER-CLAD STEEL ROD
 AA0738_STAMPING: NO.5 1974
 AA0738_MARK LOGO: NOS   
 AA0738_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0738
 AA0738  HISTORY     - Date     Condition        Report By
 AA0738  HISTORY     - 1974     MONUMENTED       NOS
 AA0738  HISTORY     - 1982     GOOD             FLDNR
 AA0738  HISTORY     - 19881108 GOOD             FLDNR
 AA0738
 AA0738                          STATION DESCRIPTION
 AA0738
 AA0738'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0738'IN SUGARLOAF SHORES.
 AA0738'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0738'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0738'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE
 AA0738'MARK VICINITY.  THE MARK BEARS 383 FEET SOUTHEAST OF THE CENTERLINE
 AA0738'OF THE DRIVE TO THE HOUSE, 238 FEET SOUTHEAST OF POWER POLE SL
 AA0738'9-62-1, 40 FEET SOUTHWEST OF THE CENTERLINE OF C-939, 3.5 FEET EAST
 AA0738'OF ANOTHER POWER POLE, AND IS SET ATOP A COPPER-COATED STEEL ROD
 AA0738'AND ENCASED IN A CONCRETE POST.
 AA0738
 AA0738                          STATION RECOVERY (1988)
 AA0738
 AA0738'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0738'TO REACH THE MARK FROM POST OFFICE IN SUGARLOAF SHORESTO COUNTY ROAD
 AA0738'C-939 (SUGARLOAF BOULEVARD)TO THE JUNCTION OF PINE TREE LANE AND THE
 AA0738'MARK.  LOCATED 11.89 M (39.01 FT) SOUTHWEST OF THE CENTERLINE OF
 AA0738'COUNTY ROAD C-939SOUTHEAST OF THE EXTENDED CENTERLINE OF PINE TREE
 AA0738'LANEWEST-NORTHWEST OF BENCHMARK 4363 FSOUTHEAST OF BENCHMARK NO.4,
 AA0738'4.82 M (15.81 FT) NORTH OF A POWER POLE AND IS ON THE NORTHWEST SIDE
 AA0738'OF A GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0750 ***********************************************************************
 AA0750  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0750  DESIGNATION -  872 4367 F TIDAL
 AA0750  PID         -  AA0750
 AA0750  STATE/COUNTY-  FL/MONROE
 AA0750  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0750
 AA0750                         *CURRENT SURVEY CONTROL
 AA0750  ___________________________________________________________________
 AA0750* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0750* NAVD 88     -         4.632  (meters)      15.20   (feet)  ADJUSTED  
 AA0750  ___________________________________________________________________
 AA0750  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0750  DYNAMIC HT  -           4.624 (meters)      15.17  (feet)  COMP
 AA0750  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0750
 AA0750  VERT ORDER  -  FIRST     CLASS II
 AA0750
 AA0750.The horizontal coordinates were scaled from a topographic map and have
 AA0750.an estimated accuracy of +/- 6 seconds.
 AA0750
 AA0750.The orthometric height was determined by differential leveling
 AA0750.and adjusted by the National Geodetic Survey in May 1994..
 AA0750.WARNING-Repeat measurements at this control monument indicate possible
 AA0750.vertical movement.
 AA0750
 AA0750.This Tidal Bench Mark is designated as VM 7008
 AA0750.by the Center for Operational Oceanographic Products and Services.
 AA0750
 AA0750.The geoid height was determined by GEOID03.
 AA0750
 AA0750.The dynamic height is computed by dividing the NAVD 88
 AA0750.geopotential number by the normal gravity value computed on the
 AA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0750.degrees latitude (g = 980.6199 gals.).
 AA0750
 AA0750.The modeled gravity was interpolated from observed gravity values.
 AA0750
 AA0750;                    North         East    Units  Estimated Accuracy
 AA0750;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0750
 AA0750                          SUPERSEDED SURVEY CONTROL
 AA0750
 AA0750  NAVD 88 (06/15/91)    4.634  (m)           15.20   (f) UNKNOWN     1 2
 AA0750  NGVD 29 (09/01/92)    5.051  (m)           16.57   (f) ADJUSTED    1 2
 AA0750
 AA0750.Superseded values are not recommended for survey control.
 AA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0750.See file dsdata.txt to determine how the superseded data were derived.
 AA0750
 AA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0750_MARKER: DJ = TIDAL STATION DISK
 AA0750_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0750_SP_SET: CONCRETE GUARDRAIL
 AA0750_STAMPING: 4367 F 1982
 AA0750_MARK LOGO: NOS   
 AA0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0750
 AA0750  HISTORY     - Date     Condition        Report By
 AA0750  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0750  HISTORY     - 19881108 GOOD             FLDNR
 AA0750
 AA0750                          STATION DESCRIPTION
 AA0750
 AA0750'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0750'25.75 MI WEST FROM MARATHON.
 AA0750'BEGIN AT THE SUGARLOAF KEY POST OFFICE, GO 0.7 MILE WEST ALONG U.S.
 AA0750'HIGHWAY 1 TO NORTH HARRIS CHANNEL BRIDGE.  THE MARK IS SET FLUSH IN
 AA0750'THE TOP OF THE NORTHWEST CONCRETE RAIL FOR THE BRIDGE.  THE MARK
 AA0750'BEARS 7.6 FEET EAST OF THE NORTHWEST CORNER OF THE RAIL, 19.2 FEET
 AA0750'NORTH OF THE CENTERLINE OF THE BRIDGE, AND IS 3 FEET ABOVE THE
 AA0750'BRIDGE ROAD.
 AA0750'THE MARK IS 3 FT ABOVE ROAD.
 AA0750
 AA0750                          STATION RECOVERY (1988)
 AA0750
 AA0750'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0750'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.88
 AA0750'KM (0.55 MI) NORTHEAST OF THE SUGARLOAF SHORES POST OFFICEWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0749 ***********************************************************************
 AA0749  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0749  DESIGNATION -  872 4367 G TIDAL
 AA0749  PID         -  AA0749
 AA0749  STATE/COUNTY-  FL/MONROE
 AA0749  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0749
 AA0749                         *CURRENT SURVEY CONTROL
 AA0749  ___________________________________________________________________
 AA0749* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0749* NAVD 88     -         3.795  (meters)      12.45   (feet)  ADJUSTED  
 AA0749  ___________________________________________________________________
 AA0749  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0749  DYNAMIC HT  -           3.788 (meters)      12.43  (feet)  COMP
 AA0749  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0749
 AA0749  VERT ORDER  -  FIRST     CLASS II
 AA0749
 AA0749.The horizontal coordinates were scaled from a topographic map and have
 AA0749.an estimated accuracy of +/- 6 seconds.
 AA0749
 AA0749.The orthometric height was determined by differential leveling
 AA0749.and adjusted by the National Geodetic Survey in May 1994..
 AA0749.WARNING-Repeat measurements at this control monument indicate possible
 AA0749.vertical movement.
 AA0749
 AA0749.This Tidal Bench Mark is designated as VM 7009
 AA0749.by the Center for Operational Oceanographic Products and Services.
 AA0749
 AA0749.The geoid height was determined by GEOID03.
 AA0749
 AA0749.The dynamic height is computed by dividing the NAVD 88
 AA0749.geopotential number by the normal gravity value computed on the
 AA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0749.degrees latitude (g = 980.6199 gals.).
 AA0749
 AA0749.The modeled gravity was interpolated from observed gravity values.
 AA0749
 AA0749;                    North         East    Units  Estimated Accuracy
 AA0749;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0749
 AA0749                          SUPERSEDED SURVEY CONTROL
 AA0749
 AA0749  NAVD 88 (06/15/91)    3.796  (m)           12.45   (f) UNKNOWN     1 2
 AA0749  NGVD 29 (09/01/92)    4.213  (m)           13.82   (f) ADJUSTED    1 2
 AA0749
 AA0749.Superseded values are not recommended for survey control.
 AA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0749.See file dsdata.txt to determine how the superseded data were derived.
 AA0749
 AA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0749_MARKER: DJ = TIDAL STATION DISK
 AA0749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0749_SP_SET: CONCRETE WINGWALL
 AA0749_STAMPING: 4367 G 1982
 AA0749_MARK LOGO: NOS   
 AA0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0749+STABILITY: SURFACE MOTION
 AA0749
 AA0749  HISTORY     - Date     Condition        Report By
 AA0749  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0749  HISTORY     - 19881108 GOOD             FLDNR
 AA0749
 AA0749                          STATION DESCRIPTION
 AA0749
 AA0749'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0749'25.75 MI WEST FROM MARATHON.
 AA0749'BEGIN AT THE SUGARLOAF KEY POST OFFICE, GO 0.7 MILE WEST ALONG U.S.
 AA0749'HIGHWAY 1 TO THE NORTH HARRIS CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0749'IN THE NORTHWEST CORNER OF THE BRIDGE WINGWALL WHICH ALSO SUPPORTS
 AA0749'THE MAIN WATER PIPELINE.  THE MARK BEARS 0.7 FOOT SOUTHEAST OF THE
 AA0749'NORTHWEST CORNER OF THE WINGWALL, 4.2 FEET NORTH OF THE NORTH SIDE
 AA0749'OF THE BRIDGE, 9.1 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA0749'RAIL, AND 4.9 FEET NORTH OF BENCH MARK 4367 F 1982.
 AA0749'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0749
 AA0749                          STATION RECOVERY (1988)
 AA0749
 AA0749'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0749'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.88
 AA0749'KM (0.55 MI) NORTHEAST OF THE SUGARLOAF SHORES POST OFFICEWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0755 ***********************************************************************
 AA0755  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0755  DESIGNATION -  872 4367 H TIDAL
 AA0755  PID         -  AA0755
 AA0755  STATE/COUNTY-  FL/MONROE
 AA0755  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0755
 AA0755                         *CURRENT SURVEY CONTROL
 AA0755  ___________________________________________________________________
 AA0755* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0755* NAVD 88     -         4.673  (meters)      15.33   (feet)  ADJUSTED  
 AA0755  ___________________________________________________________________
 AA0755  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0755  DYNAMIC HT  -           4.665 (meters)      15.31  (feet)  COMP
 AA0755  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0755
 AA0755  VERT ORDER  -  FIRST     CLASS II
 AA0755
 AA0755.The horizontal coordinates were scaled from a topographic map and have
 AA0755.an estimated accuracy of +/- 6 seconds.
 AA0755
 AA0755.The orthometric height was determined by differential leveling
 AA0755.and adjusted by the National Geodetic Survey in June 1991..
 AA0755
 AA0755.This Tidal Bench Mark is designated as VM 7010
 AA0755.by the Center for Operational Oceanographic Products and Services.
 AA0755
 AA0755.The geoid height was determined by GEOID03.
 AA0755
 AA0755.The dynamic height is computed by dividing the NAVD 88
 AA0755.geopotential number by the normal gravity value computed on the
 AA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0755.degrees latitude (g = 980.6199 gals.).
 AA0755
 AA0755.The modeled gravity was interpolated from observed gravity values.
 AA0755
 AA0755;                    North         East    Units  Estimated Accuracy
 AA0755;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0755
 AA0755                          SUPERSEDED SURVEY CONTROL
 AA0755
 AA0755  NGVD 29 (09/01/92)    5.090  (m)           16.70   (f) ADJUSTED    1 2
 AA0755
 AA0755.Superseded values are not recommended for survey control.
 AA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0755.See file dsdata.txt to determine how the superseded data were derived.
 AA0755
 AA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0755_MARKER: DJ = TIDAL STATION DISK
 AA0755_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0755_SP_SET: CONCRETE GUARDRAIL
 AA0755_STAMPING: 4367 H 1982
 AA0755_MARK LOGO: NOS   
 AA0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0755
 AA0755  HISTORY     - Date     Condition        Report By
 AA0755  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0755  HISTORY     - 19881108 GOOD             FLDNR
 AA0755
 AA0755                          STATION DESCRIPTION
 AA0755
 AA0755'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0755'25.75 MI WEST FROM MARATHON.
 AA0755'BEGIN AT THE SUGARLOAF KEY POST OFFICE, GO 0.7 MILE WEST ALONG U.S.
 AA0755'HIGHWAY 1 TO THE NORTH HARRIS CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0755'IN THE TOP OF THE NORTHEAST CONCRETE GUARDRAIL FOR THE BRIDGE.  THE
 AA0755'MARK BEARS 7.4 FEET WEST OF THE NORTHEAST CORNER OF THE RAIL, 19.2
 AA0755'FEET NORTH OF THE CENTERLINE OF THE BRIDGE, AND 3.0 FEET ABOVE THE
 AA0755'BRIDGE ROAD.
 AA0755'THE MARK IS 3.0 FT ABOVE ROAD.
 AA0755
 AA0755                          STATION RECOVERY (1988)
 AA0755
 AA0755'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0755'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 1.05
 AA0755'KM (0.65 MI) NORTHEAST OF THE SUGARLOAF SHORES POST OFFICEWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0751 ***********************************************************************
 AA0751  DESIGNATION -  872 4367 TIDAL 2
 AA0751  PID         -  AA0751
 AA0751  STATE/COUNTY-  FL/MONROE
 AA0751  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0751
 AA0751                         *CURRENT SURVEY CONTROL
 AA0751  ___________________________________________________________________
 AA0751* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0751* NAVD 88     -         2.593  (meters)       8.51   (feet)  ADJUSTED  
 AA0751  ___________________________________________________________________
 AA0751  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0751  DYNAMIC HT  -           2.589 (meters)       8.49  (feet)  COMP
 AA0751  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0751
 AA0751  VERT ORDER  -  SECOND    CLASS I
 AA0751
 AA0751.The horizontal coordinates were scaled from a topographic map and have
 AA0751.an estimated accuracy of +/- 6 seconds.
 AA0751
 AA0751.The orthometric height was determined by differential leveling
 AA0751.and adjusted by the National Geodetic Survey in June 1991..
 AA0751
 AA0751.The geoid height was determined by GEOID03.
 AA0751
 AA0751.The dynamic height is computed by dividing the NAVD 88
 AA0751.geopotential number by the normal gravity value computed on the
 AA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0751.degrees latitude (g = 980.6199 gals.).
 AA0751
 AA0751.The modeled gravity was interpolated from observed gravity values.
 AA0751
 AA0751;                    North         East    Units  Estimated Accuracy
 AA0751;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0751
 AA0751                          SUPERSEDED SURVEY CONTROL
 AA0751
 AA0751.No superseded survey control is available for this station.
 AA0751
 AA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0751_MARKER: DJ = TIDAL STATION DISK
 AA0751_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0751_SP_SET: CONCRETE APRON
 AA0751_STAMPING: NO 2 1975
 AA0751_MARK LOGO: NOS   
 AA0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0751
 AA0751  HISTORY     - Date     Condition        Report By
 AA0751  HISTORY     - 1975     MONUMENTED       NOS
 AA0751  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0751
 AA0751                          STATION DESCRIPTION
 AA0751
 AA0751'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0751'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0751'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0751'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0751'NORTH HARRIS CHANNEL.  THE MARK IS SET IN THE APRON ON THE
 AA0751'NORTHWEST SIDE OF THE HIGHWAY AND IS 4 FEET NORTHWEST OF THE BRIDGE
 AA0751'GUARDRAIL.  THE MARK WILL BE DESTROYED AS A NEW BRIDGE IS BEING BUILT
 AA0751'AND THE OLD BRIDGE WILL BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0752 ***********************************************************************
 AA0752  DESIGNATION -  872 4367 TIDAL 3
 AA0752  PID         -  AA0752
 AA0752  STATE/COUNTY-  FL/MONROE
 AA0752  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0752
 AA0752                         *CURRENT SURVEY CONTROL
 AA0752  ___________________________________________________________________
 AA0752* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0752* NAVD 88     -         3.153  (meters)      10.34   (feet)  ADJUSTED  
 AA0752  ___________________________________________________________________
 AA0752  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0752  DYNAMIC HT  -           3.148 (meters)      10.33  (feet)  COMP
 AA0752  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0752
 AA0752  VERT ORDER  -  SECOND    CLASS I
 AA0752
 AA0752.The horizontal coordinates were scaled from a topographic map and have
 AA0752.an estimated accuracy of +/- 6 seconds.
 AA0752
 AA0752.The orthometric height was determined by differential leveling
 AA0752.and adjusted by the National Geodetic Survey in June 1991..
 AA0752
 AA0752.The geoid height was determined by GEOID03.
 AA0752
 AA0752.The dynamic height is computed by dividing the NAVD 88
 AA0752.geopotential number by the normal gravity value computed on the
 AA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0752.degrees latitude (g = 980.6199 gals.).
 AA0752
 AA0752.The modeled gravity was interpolated from observed gravity values.
 AA0752
 AA0752;                    North         East    Units  Estimated Accuracy
 AA0752;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0752
 AA0752                          SUPERSEDED SURVEY CONTROL
 AA0752
 AA0752.No superseded survey control is available for this station.
 AA0752
 AA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0752_MARKER: DJ = TIDAL STATION DISK
 AA0752_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0752_SP_SET: BRIDGE GUARDRAIL
 AA0752_STAMPING: NO 3 1975
 AA0752_MARK LOGO: NOS   
 AA0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0752
 AA0752  HISTORY     - Date     Condition        Report By
 AA0752  HISTORY     - 1975     MONUMENTED       NOS
 AA0752  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0752
 AA0752                          STATION DESCRIPTION
 AA0752
 AA0752'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0752'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0752'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0752'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0752'NORTH HARRIS CHANNEL.  THE MARK BEARS 12.5 FEET SOUTHEAST OF THE
 AA0752'CENTERLINE OF THE BRIDGE AND IS SET IN THE BASE OF THE CONCRETE
 AA0752'GUARDRAIL.  THE MARK WILL BE DESTROYED WHEN THE OLD BRIDGE IS REMOVED
 AA0752'AND A NEW BRIDGE (UNDER CONSTRUCTION) IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0753 ***********************************************************************
 AA0753  DESIGNATION -  872 4367 TIDAL 4
 AA0753  PID         -  AA0753
 AA0753  STATE/COUNTY-  FL/MONROE
 AA0753  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0753
 AA0753                         *CURRENT SURVEY CONTROL
 AA0753  ___________________________________________________________________
 AA0753* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0753* NAVD 88     -         1.583  (meters)       5.19   (feet)  ADJUSTED  
 AA0753  ___________________________________________________________________
 AA0753  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0753  DYNAMIC HT  -           1.580 (meters)       5.18  (feet)  COMP
 AA0753  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0753
 AA0753  VERT ORDER  -  SECOND    CLASS I
 AA0753
 AA0753.The horizontal coordinates were scaled from a topographic map and have
 AA0753.an estimated accuracy of +/- 6 seconds.
 AA0753
 AA0753.The orthometric height was determined by differential leveling
 AA0753.and adjusted by the National Geodetic Survey in June 1991..
 AA0753
 AA0753.The geoid height was determined by GEOID03.
 AA0753
 AA0753.The dynamic height is computed by dividing the NAVD 88
 AA0753.geopotential number by the normal gravity value computed on the
 AA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0753.degrees latitude (g = 980.6199 gals.).
 AA0753
 AA0753.The modeled gravity was interpolated from observed gravity values.
 AA0753
 AA0753;                    North         East    Units  Estimated Accuracy
 AA0753;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0753
 AA0753                          SUPERSEDED SURVEY CONTROL
 AA0753
 AA0753.No superseded survey control is available for this station.
 AA0753
 AA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0753_MARKER: DJ = TIDAL STATION DISK
 AA0753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0753_SP_SET: CONCRETE WINGWALL
 AA0753_STAMPING: NO 4 1975
 AA0753_MARK LOGO: NOS   
 AA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0753+STABILITY: SURFACE MOTION
 AA0753
 AA0753  HISTORY     - Date     Condition        Report By
 AA0753  HISTORY     - 1975     MONUMENTED       NOS
 AA0753  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0753
 AA0753                          STATION DESCRIPTION
 AA0753
 AA0753'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0753'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0753'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0753'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0753'NORTH HARRIS CHANNEL.  THE MARK IS SET IN THE WINGWALL ON THE SOUTH
 AA0753'SIDE OF THE BRIDGE, 12.5 FEET SOUTH OF THE BRIDGE GUARDRAIL.
 AA0753'THE MARK WILL BE DESTROYED WHEN THE OLD BRIDGE IS REMOVED FOR
 AA0753'A NEW BRIDGE UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0754 ***********************************************************************
 AA0754  DESIGNATION -  872 4367 TIDAL 5
 AA0754  PID         -  AA0754
 AA0754  STATE/COUNTY-  FL/MONROE
 AA0754  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0754
 AA0754                         *CURRENT SURVEY CONTROL
 AA0754  ___________________________________________________________________
 AA0754* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0754* NAVD 88     -         0.015  (meters)       0.05   (feet)  ADJUSTED  
 AA0754  ___________________________________________________________________
 AA0754  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0754  DYNAMIC HT  -           0.015 (meters)       0.05  (feet)  COMP
 AA0754  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0754
 AA0754  VERT ORDER  -  FIRST     CLASS II
 AA0754
 AA0754.The horizontal coordinates were scaled from a topographic map and have
 AA0754.an estimated accuracy of +/- 6 seconds.
 AA0754
 AA0754.The orthometric height was determined by differential leveling
 AA0754.and adjusted by the National Geodetic Survey in June 1991..
 AA0754.WARNING-Repeat measurements at this control monument indicate possible
 AA0754.vertical movement.
 AA0754
 AA0754.The geoid height was determined by GEOID03.
 AA0754
 AA0754.The dynamic height is computed by dividing the NAVD 88
 AA0754.geopotential number by the normal gravity value computed on the
 AA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0754.degrees latitude (g = 980.6199 gals.).
 AA0754
 AA0754.The modeled gravity was interpolated from observed gravity values.
 AA0754
 AA0754;                    North         East    Units  Estimated Accuracy
 AA0754;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0754
 AA0754                          SUPERSEDED SURVEY CONTROL
 AA0754
 AA0754  NGVD 29 (09/01/92)    0.434  (m)            1.42   (f) ADJUSTED    1 2
 AA0754
 AA0754.Superseded values are not recommended for survey control.
 AA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0754.See file dsdata.txt to determine how the superseded data were derived.
 AA0754
 AA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0754_MARKER: DJ = TIDAL STATION DISK
 AA0754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0754_SP_SET: CONCRETE WINGWALL
 AA0754_STAMPING: NO.5 1975
 AA0754_MARK LOGO: NOS   
 AA0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0754+STABILITY: SURFACE MOTION
 AA0754
 AA0754  HISTORY     - Date     Condition        Report By
 AA0754  HISTORY     - 1975     MONUMENTED       NOS
 AA0754  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0754  HISTORY     - 19881108 GOOD             FLDNR
 AA0754
 AA0754                          STATION DESCRIPTION
 AA0754
 AA0754'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0754'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0754'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0754'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0754'NORTH HARRIS CHANNEL.  THE MARK IS SET IN THE BRIDGE WINGWALL
 AA0754'ON THE SOUTH SIDE OF THE BRIDGE AND IS 42 FEET SOUTH OF THE BRIDGE
 AA0754'GUARDRAIL.  THE MARK WILL BE DESTROYED WHEN THE OLD BRIDGE IS REMOVED
 AA0754'FOR A NEW BRIDGE UNDER CONSTRUCTION.
 AA0754
 AA0754                          STATION RECOVERY (1988)
 AA0754
 AA0754'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0754'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE WEST
 AA0754'END OF THE BRIDGE OVER NORTH HARRIS CHANNEL AND THE MARKSOUTH OF THE
 AA0754'SOUTHERLY GUARDRAIL FOR THE NEW BRIDGE AND 4.11 M (13.48 FT) SOUTH OF
 AA0754'A CONCRETE FILL AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0736 ***********************************************************************
 AA0736  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0736  DESIGNATION -  872 4371 TIDAL 1
 AA0736  PID         -  AA0736
 AA0736  STATE/COUNTY-  FL/MONROE
 AA0736  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0736
 AA0736                         *CURRENT SURVEY CONTROL
 AA0736  ___________________________________________________________________
 AA0736* NAD 83(1986)-  24 38 13.     (N)    081 33 08.     (W)     SCALED    
 AA0736* NAVD 88     -         0.365  (meters)       1.20   (feet)  ADJUSTED  
 AA0736  ___________________________________________________________________
 AA0736  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0736  DYNAMIC HT  -           0.365 (meters)       1.20  (feet)  COMP
 AA0736  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 AA0736
 AA0736  VERT ORDER  -  FIRST     CLASS II
 AA0736
 AA0736.The horizontal coordinates were scaled from a topographic map and have
 AA0736.an estimated accuracy of +/- 6 seconds.
 AA0736
 AA0736.The orthometric height was determined by differential leveling
 AA0736.and adjusted by the National Geodetic Survey in June 1991..
 AA0736
 AA0736.This Tidal Bench Mark is designated as VM 7023
 AA0736.by the Center for Operational Oceanographic Products and Services.
 AA0736
 AA0736.The geoid height was determined by GEOID03.
 AA0736
 AA0736.The dynamic height is computed by dividing the NAVD 88
 AA0736.geopotential number by the normal gravity value computed on the
 AA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0736.degrees latitude (g = 980.6199 gals.).
 AA0736
 AA0736.The modeled gravity was interpolated from observed gravity values.
 AA0736
 AA0736;                    North         East    Units  Estimated Accuracy
 AA0736;SPC FL E     -    33,740.      144,090.      MT  (+/- 180 meters Scaled)
 AA0736
 AA0736                          SUPERSEDED SURVEY CONTROL
 AA0736
 AA0736  NGVD 29 (09/01/92)    0.781  (m)            2.56   (f) ADJUSTED    1 2
 AA0736
 AA0736.Superseded values are not recommended for survey control.
 AA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0736.See file dsdata.txt to determine how the superseded data were derived.
 AA0736
 AA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441248(NAD 83)
 AA0736_MARKER: DJ = TIDAL STATION DISK
 AA0736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0736_SP_SET: SEAWALL
 AA0736_STAMPING: NO.1 1974
 AA0736_MARK LOGO: NOS   
 AA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0736+STABILITY: SURFACE MOTION
 AA0736
 AA0736  HISTORY     - Date     Condition        Report By
 AA0736  HISTORY     - 1974     MONUMENTED       NOS
 AA0736  HISTORY     - 1982     GOOD             FLDNR
 AA0736  HISTORY     - 19881108 GOOD             FLDNR
 AA0736  HISTORY     - 1989     GOOD             USPSQD
 AA0736
 AA0736                          STATION DESCRIPTION
 AA0736
 AA0736'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0736'IN SUGARLOAF SHORES.
 AA0736'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0736'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO 0.9
 AA0736'MILE SOUTHEAST ON C-939 TO THE SOUTHEAST END OF A SMALL BRIDGE AND
 AA0736'THE JUNCTION OF BUTTONWOOD DRIVE EAST, GO 0.05 MILE EAST TO 10
 AA0736'BUTTONWOOD DRIVE EAST AND THE MARK.  THE MARK BEARS 159 FEET
 AA0736'NORTH OF THE CENTERLINE OF THE ROAD AND 67 FEET NORTH OF THE
 AA0736'SOUTHEAST CORNER OF THE BOAT SLIP.
 AA0736'THE MARK IS 1 FT BELOW ROAD.
 AA0736
 AA0736                          STATION RECOVERY (1988)
 AA0736
 AA0736'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0736'RECOVERED IN GOOD CONDITION.
 AA0736
 AA0736                          STATION RECOVERY (1989)
 AA0736
 AA0736'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0737 ***********************************************************************
 AA0737  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0737  DESIGNATION -  872 4371 TIDAL 2
 AA0737  PID         -  AA0737
 AA0737  STATE/COUNTY-  FL/MONROE
 AA0737  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0737
 AA0737                         *CURRENT SURVEY CONTROL
 AA0737  ___________________________________________________________________
 AA0737* NAD 83(1986)-  24 38 13.     (N)    081 33 08.     (W)     SCALED    
 AA0737* NAVD 88     -         0.436  (meters)       1.43   (feet)  ADJUSTED  
 AA0737  ___________________________________________________________________
 AA0737  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0737  DYNAMIC HT  -           0.436 (meters)       1.43  (feet)  COMP
 AA0737  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 AA0737
 AA0737  VERT ORDER  -  FIRST     CLASS II
 AA0737
 AA0737.The horizontal coordinates were scaled from a topographic map and have
 AA0737.an estimated accuracy of +/- 6 seconds.
 AA0737
 AA0737.The orthometric height was determined by differential leveling
 AA0737.and adjusted by the National Geodetic Survey in June 1991..
 AA0737
 AA0737.This Tidal Bench Mark is designated as VM 7024
 AA0737.by the Center for Operational Oceanographic Products and Services.
 AA0737
 AA0737.The geoid height was determined by GEOID03.
 AA0737
 AA0737.The dynamic height is computed by dividing the NAVD 88
 AA0737.geopotential number by the normal gravity value computed on the
 AA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0737.degrees latitude (g = 980.6199 gals.).
 AA0737
 AA0737.The modeled gravity was interpolated from observed gravity values.
 AA0737
 AA0737;                    North         East    Units  Estimated Accuracy
 AA0737;SPC FL E     -    33,740.      144,090.      MT  (+/- 180 meters Scaled)
 AA0737
 AA0737                          SUPERSEDED SURVEY CONTROL
 AA0737
 AA0737  NGVD 29 (09/01/92)    0.852  (m)            2.80   (f) ADJUSTED    1 2
 AA0737
 AA0737.Superseded values are not recommended for survey control.
 AA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0737.See file dsdata.txt to determine how the superseded data were derived.
 AA0737
 AA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441248(NAD 83)
 AA0737_MARKER: DJ = TIDAL STATION DISK
 AA0737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0737_SP_SET: SEAWALL
 AA0737_STAMPING: NO.2 1974
 AA0737_MARK LOGO: NOS   
 AA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0737+STABILITY: SURFACE MOTION
 AA0737
 AA0737  HISTORY     - Date     Condition        Report By
 AA0737  HISTORY     - 1974     MONUMENTED       NOS
 AA0737  HISTORY     - 1982     GOOD             FLDNR
 AA0737  HISTORY     - 19881108 GOOD             FLDNR
 AA0737  HISTORY     - 1989     GOOD             USPSQD
 AA0737
 AA0737                          STATION DESCRIPTION
 AA0737
 AA0737'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0737'IN SUGARLOAF SHORES.
 AA0737'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0737'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0737'0.9 MILE SOUTHEAST ON C-939 TO THE SOUTHEAST END OF A SMALL BRIDGE
 AA0737'AND THE JUNCTION OF BUTTONWOOD DRIVE EAST, GO 0.05 MILE EAST TO 10
 AA0737'BUTTONWOOD DRIVE EAST AND THE MARK.  THE MARK BEARS 88.6 FEET NORTH OF
 AA0737'THE CENTERLINE OF THE ROAD, 7.1 FEET EAST OF THE EAST SIDE OF THE
 AA0737'HOUSE, AND 3.4 FEET WEST OF THE SOUTHWEST CORNER OF THE BOAT SLIP.
 AA0737'THE MARK IS 1 FT BELOW ROAD.
 AA0737
 AA0737                          STATION RECOVERY (1988)
 AA0737
 AA0737'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0737'RECOVERED IN GOOD CONDITION.
 AA0737
 AA0737                          STATION RECOVERY (1989)
 AA0737
 AA0737'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0735 ***********************************************************************
 AA0735  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0735  DESIGNATION -  872 4371 TIDAL 3
 AA0735  PID         -  AA0735
 AA0735  STATE/COUNTY-  FL/MONROE
 AA0735  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0735
 AA0735                         *CURRENT SURVEY CONTROL
 AA0735  ___________________________________________________________________
 AA0735* NAD 83(1986)-  24 38 14.     (N)    081 33 17.     (W)     SCALED    
 AA0735* NAVD 88     -         4.280  (meters)      14.04   (feet)  ADJUSTED  
 AA0735  ___________________________________________________________________
 AA0735  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0735  DYNAMIC HT  -           4.273 (meters)      14.02  (feet)  COMP
 AA0735  MODELED GRAV-     978,966.1   (mgal)                       NAVD 88
 AA0735
 AA0735  VERT ORDER  -  FIRST     CLASS II
 AA0735
 AA0735.The horizontal coordinates were scaled from a topographic map and have
 AA0735.an estimated accuracy of +/- 6 seconds.
 AA0735
 AA0735.The orthometric height was determined by differential leveling
 AA0735.and adjusted by the National Geodetic Survey in June 1991..
 AA0735
 AA0735.This Tidal Bench Mark is designated as VM 7025
 AA0735.by the Center for Operational Oceanographic Products and Services.
 AA0735
 AA0735.The geoid height was determined by GEOID03.
 AA0735
 AA0735.The dynamic height is computed by dividing the NAVD 88
 AA0735.geopotential number by the normal gravity value computed on the
 AA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0735.degrees latitude (g = 980.6199 gals.).
 AA0735
 AA0735.The modeled gravity was interpolated from observed gravity values.
 AA0735
 AA0735;                    North         East    Units  Estimated Accuracy
 AA0735;SPC FL E     -    33,770.      143,840.      MT  (+/- 180 meters Scaled)
 AA0735
 AA0735                          SUPERSEDED SURVEY CONTROL
 AA0735
 AA0735  NGVD 29 (09/01/92)    4.696  (m)           15.41   (f) ADJUSTED    1 2
 AA0735
 AA0735.Superseded values are not recommended for survey control.
 AA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0735.See file dsdata.txt to determine how the superseded data were derived.
 AA0735
 AA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438248(NAD 83)
 AA0735_MARKER: DJ = TIDAL STATION DISK
 AA0735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0735_SP_SET: BRIDGE ABUTMENT
 AA0735_STAMPING: NO.3 1974
 AA0735_MARK LOGO: NOS   
 AA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0735+STABILITY: SURFACE MOTION
 AA0735
 AA0735  HISTORY     - Date     Condition        Report By
 AA0735  HISTORY     - 1974     MONUMENTED       NOS
 AA0735  HISTORY     - 1982     GOOD             FLDNR
 AA0735  HISTORY     - 1988     GOOD             USPSQD
 AA0735  HISTORY     - 19881108 GOOD             FLDNR
 AA0735
 AA0735                          STATION DESCRIPTION
 AA0735
 AA0735'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0735'IN SUGARLOAF SHORES.
 AA0735'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0735'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO 0.9
 AA0735'MILE SOUTHEAST ON C-939 TO THE SOUTHEAST END OF A SMALL BRIDGE AND
 AA0735'THE MARK.  THE MARK IS SET IN THE ABUTMENT, 15.7 FEET SOUTHWEST OF
 AA0735'THE CENTERLINE OF C-939.
 AA0735'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0735
 AA0735                          STATION RECOVERY (1988)
 AA0735
 AA0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0735'RECOVERED IN GOOD CONDITION.
 AA0735
 AA0735                          STATION RECOVERY (1988)
 AA0735
 AA0735'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0746 ***********************************************************************
 AA0746  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0746  DESIGNATION -  872 4375 F TIDAL
 AA0746  PID         -  AA0746
 AA0746  STATE/COUNTY-  FL/MONROE
 AA0746  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0746
 AA0746                         *CURRENT SURVEY CONTROL
 AA0746  ___________________________________________________________________
 AA0746* NAD 83(1986)-  24 36 13.     (N)    081 34 13.     (W)     SCALED    
 AA0746* NAVD 88     -         3.956  (meters)      12.98   (feet)  ADJUSTED  
 AA0746  ___________________________________________________________________
 AA0746  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0746  DYNAMIC HT  -           3.949 (meters)      12.96  (feet)  COMP
 AA0746  MODELED GRAV-     978,962.5   (mgal)                       NAVD 88
 AA0746
 AA0746  VERT ORDER  -  SECOND    CLASS I
 AA0746
 AA0746.The horizontal coordinates were scaled from a topographic map and have
 AA0746.an estimated accuracy of +/- 6 seconds.
 AA0746
 AA0746.The orthometric height was determined by differential leveling
 AA0746.and adjusted by the National Geodetic Survey in June 1991..
 AA0746
 AA0746.This Tidal Bench Mark is designated as VM 7038
 AA0746.by the Center for Operational Oceanographic Products and Services.
 AA0746
 AA0746.The geoid height was determined by GEOID03.
 AA0746
 AA0746.The dynamic height is computed by dividing the NAVD 88
 AA0746.geopotential number by the normal gravity value computed on the
 AA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0746.degrees latitude (g = 980.6199 gals.).
 AA0746
 AA0746.The modeled gravity was interpolated from observed gravity values.
 AA0746
 AA0746;                    North         East    Units  Estimated Accuracy
 AA0746;SPC FL E     -    30,060.      142,250.      MT  (+/- 180 meters Scaled)
 AA0746
 AA0746                          SUPERSEDED SURVEY CONTROL
 AA0746
 AA0746.No superseded survey control is available for this station.
 AA0746
 AA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH422211(NAD 83)
 AA0746_MARKER: DJ = TIDAL STATION DISK
 AA0746_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0746_SP_SET: BRIDGE CURB
 AA0746_STAMPING: 4375 F 1982
 AA0746_MARK LOGO: NOS   
 AA0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0746
 AA0746  HISTORY     - Date     Condition        Report By
 AA0746  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0746  HISTORY     - 19881108 GOOD             FLDNR
 AA0746  HISTORY     - 1989     GOOD             USPSQD
 AA0746
 AA0746                          STATION DESCRIPTION
 AA0746
 AA0746'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0746'5.0 MI SOUTH FROM SUGARLOAF SHORES.
 AA0746'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0746'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0746'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0746'GO 2.5 MILES SOUTHWEST ON C-939 TO A BRIDGE OVER SUGARLOAF
 AA0746'CREEK.  THE MARK BEARS 12.8 FEET SOUTHEAST OF THE CENTERLINE
 AA0746'OF C-939, 1.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0746'BRIDGE, AND 0.9 FOOT NORTHWEST OF THE GUARDRAIL.
 AA0746'THE MARK IS 1 FT ABOVE ROAD C-939.
 AA0746
 AA0746                          STATION RECOVERY (1988)
 AA0746
 AA0746'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0746'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0746'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.86 KM (2.40 MI) TO THE
 AA0746'BRIDGE.
 AA0746
 AA0746                          STATION RECOVERY (1989)
 AA0746
 AA0746'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0748 ***********************************************************************
 AA0748  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0748  DESIGNATION -  872 4375 G TIDAL
 AA0748  PID         -  AA0748
 AA0748  STATE/COUNTY-  FL/MONROE
 AA0748  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0748
 AA0748                         *CURRENT SURVEY CONTROL
 AA0748  ___________________________________________________________________
 AA0748* NAD 83(1986)-  24 36 12.     (N)    081 34 15.     (W)     SCALED    
 AA0748* NAVD 88     -         3.998  (meters)      13.12   (feet)  ADJUSTED  
 AA0748  ___________________________________________________________________
 AA0748  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AA0748  DYNAMIC HT  -           3.991 (meters)      13.09  (feet)  COMP
 AA0748  MODELED GRAV-     978,962.5   (mgal)                       NAVD 88
 AA0748
 AA0748  VERT ORDER  -  SECOND    CLASS I
 AA0748
 AA0748.The horizontal coordinates were scaled from a topographic map and have
 AA0748.an estimated accuracy of +/- 6 seconds.
 AA0748
 AA0748.The orthometric height was determined by differential leveling
 AA0748.and adjusted by the National Geodetic Survey in June 1991..
 AA0748
 AA0748.This Tidal Bench Mark is designated as VM 7039
 AA0748.by the Center for Operational Oceanographic Products and Services.
 AA0748
 AA0748.The geoid height was determined by GEOID03.
 AA0748
 AA0748.The dynamic height is computed by dividing the NAVD 88
 AA0748.geopotential number by the normal gravity value computed on the
 AA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0748.degrees latitude (g = 980.6199 gals.).
 AA0748
 AA0748.The modeled gravity was interpolated from observed gravity values.
 AA0748
 AA0748;                    North         East    Units  Estimated Accuracy
 AA0748;SPC FL E     -    30,030.      142,190.      MT  (+/- 180 meters Scaled)
 AA0748
 AA0748                          SUPERSEDED SURVEY CONTROL
 AA0748
 AA0748.No superseded survey control is available for this station.
 AA0748
 AA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH422211(NAD 83)
 AA0748_MARKER: DJ = TIDAL STATION DISK
 AA0748_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0748_SP_SET: BRIDGE CURB
 AA0748_STAMPING: 4375 G 1982
 AA0748_MARK LOGO: NOS   
 AA0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0748
 AA0748  HISTORY     - Date     Condition        Report By
 AA0748  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0748  HISTORY     - 19881108 GOOD             FLDNR
 AA0748  HISTORY     - 1989     GOOD             USPSQD
 AA0748
 AA0748                          STATION DESCRIPTION
 AA0748
 AA0748'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0748'5.0 MI SOUTH FROM SUGARLOAF SHORES.
 AA0748'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0748'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0748'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0748'GO 2.5 MILES SOUTHWEST ON C-939 TO THE BRIDGE OVER SUGARLOAF
 AA0748'CREEK.  THE MARK BEARS 5.1 FEET NORTHEAST OF THE SOUTHWEST
 AA0748'END OF THE BRIDGE, 13.0 FEET NORTHWEST OF THE CENTERLINE OF
 AA0748'C-939, AND 0.7 FOOT SOUTHEAST OF THE GUARDRAIL.
 AA0748'THE MARK IS 1 FT ABOVE ROAD.
 AA0748
 AA0748                          STATION RECOVERY (1988)
 AA0748
 AA0748'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0748'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0748'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.86 KM (2.40 MI) TO THE
 AA0748'BRIDGE.
 AA0748
 AA0748                          STATION RECOVERY (1989)
 AA0748
 AA0748'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0747 ***********************************************************************
 AA0747  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0747  DESIGNATION -  872 4375 H TIDAL
 AA0747  PID         -  AA0747
 AA0747  STATE/COUNTY-  FL/MONROE
 AA0747  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0747
 AA0747                         *CURRENT SURVEY CONTROL
 AA0747  ___________________________________________________________________
 AA0747* NAD 83(1986)-  24 36 12.     (N)    081 34 15.     (W)     SCALED    
 AA0747* NAVD 88     -         3.958  (meters)      12.99   (feet)  ADJUSTED  
 AA0747  ___________________________________________________________________
 AA0747  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AA0747  DYNAMIC HT  -           3.952 (meters)      12.97  (feet)  COMP
 AA0747  MODELED GRAV-     978,962.5   (mgal)                       NAVD 88
 AA0747
 AA0747  VERT ORDER  -  SECOND    CLASS I
 AA0747
 AA0747.The horizontal coordinates were scaled from a topographic map and have
 AA0747.an estimated accuracy of +/- 6 seconds.
 AA0747
 AA0747.The orthometric height was determined by differential leveling
 AA0747.and adjusted by the National Geodetic Survey in June 1991..
 AA0747
 AA0747.This Tidal Bench Mark is designated as VM 7040
 AA0747.by the Center for Operational Oceanographic Products and Services.
 AA0747
 AA0747.The geoid height was determined by GEOID03.
 AA0747
 AA0747.The dynamic height is computed by dividing the NAVD 88
 AA0747.geopotential number by the normal gravity value computed on the
 AA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0747.degrees latitude (g = 980.6199 gals.).
 AA0747
 AA0747.The modeled gravity was interpolated from observed gravity values.
 AA0747
 AA0747;                    North         East    Units  Estimated Accuracy
 AA0747;SPC FL E     -    30,030.      142,190.      MT  (+/- 180 meters Scaled)
 AA0747
 AA0747                          SUPERSEDED SURVEY CONTROL
 AA0747
 AA0747.No superseded survey control is available for this station.
 AA0747
 AA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH422211(NAD 83)
 AA0747_MARKER: DB = BENCH MARK DISK
 AA0747_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0747_SP_SET: BRIDGE CURB
 AA0747_STAMPING: 4375 H
 AA0747_MARK LOGO: FLDT  
 AA0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0747
 AA0747  HISTORY     - Date     Condition        Report By
 AA0747  HISTORY     - UNK      MONUMENTED       FLDT
 AA0747  HISTORY     - 1982     GOOD             FLDNR
 AA0747  HISTORY     - 19881108 GOOD             FLDNR
 AA0747  HISTORY     - 1989     GOOD             USPSQD
 AA0747
 AA0747                          STATION DESCRIPTION
 AA0747
 AA0747'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0747'5.0 MI SOUTH FROM SUGARLOAF SHORES.
 AA0747'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0747'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0747'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0747'GO 2.5 MILES SOUTHWEST ON C-939 TO THE BRIDGE OVER
 AA0747'SUGARLOAF CREEK.  THE MARK BEARS 0.5 FOOT SOUTHWEST OF THE
 AA0747'SOUTHWEST ABUTMENT, 12.6 FEET SOUTHEAST OF THE CENTERLINE
 AA0747'OF C-939, AND 0.5 FOOT NORTHEAST OF THE NORTHEAST END OF
 AA0747'A METAL GUARDRAIL.
 AA0747'THE MARK IS 1 FT ABOVE ROAD.
 AA0747
 AA0747                          STATION RECOVERY (1988)
 AA0747
 AA0747'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0747'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0747'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.86 KM (2.40 MI) TO THE
 AA0747'BRIDGE.
 AA0747
 AA0747                          STATION RECOVERY (1989)
 AA0747
 AA0747'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0745 ***********************************************************************
 AA0745  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0745  DESIGNATION -  872 4375 TIDAL 3
 AA0745  PID         -  AA0745
 AA0745  STATE/COUNTY-  FL/MONROE
 AA0745  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0745
 AA0745                         *CURRENT SURVEY CONTROL
 AA0745  ___________________________________________________________________
 AA0745* NAD 83(1986)-  24 36 26.     (N)    081 33 57.     (W)     SCALED    
 AA0745* NAVD 88     -         0.710  (meters)       2.33   (feet)  ADJUSTED  
 AA0745  ___________________________________________________________________
 AA0745  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0745  DYNAMIC HT  -           0.709 (meters)       2.33  (feet)  COMP
 AA0745  MODELED GRAV-     978,962.9   (mgal)                       NAVD 88
 AA0745
 AA0745  VERT ORDER  -  SECOND    CLASS I
 AA0745
 AA0745.The horizontal coordinates were scaled from a topographic map and have
 AA0745.an estimated accuracy of +/- 6 seconds.
 AA0745
 AA0745.The orthometric height was determined by differential leveling
 AA0745.and adjusted by the National Geodetic Survey in June 1991..
 AA0745
 AA0745.This Tidal Bench Mark is designated as VM 7035
 AA0745.by the Center for Operational Oceanographic Products and Services.
 AA0745
 AA0745.The geoid height was determined by GEOID03.
 AA0745
 AA0745.The dynamic height is computed by dividing the NAVD 88
 AA0745.geopotential number by the normal gravity value computed on the
 AA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0745.degrees latitude (g = 980.6199 gals.).
 AA0745
 AA0745.The modeled gravity was interpolated from observed gravity values.
 AA0745
 AA0745;                    North         East    Units  Estimated Accuracy
 AA0745;SPC FL E     -    30,450.      142,700.      MT  (+/- 180 meters Scaled)
 AA0745
 AA0745                          SUPERSEDED SURVEY CONTROL
 AA0745
 AA0745.No superseded survey control is available for this station.
 AA0745
 AA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427215(NAD 83)
 AA0745_MARKER: DJ = TIDAL STATION DISK
 AA0745_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0745_SP_SET: CONCRETE PAD
 AA0745_STAMPING: NO.3 1974
 AA0745_MARK LOGO: NOS   
 AA0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0745
 AA0745  HISTORY     - Date     Condition        Report By
 AA0745  HISTORY     - 1974     MONUMENTED       NOS
 AA0745  HISTORY     - 1982     GOOD             FLDNR
 AA0745  HISTORY     - 19881108 GOOD             FLDNR
 AA0745
 AA0745                          STATION DESCRIPTION
 AA0745
 AA0745'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0745'4.75 MI SOUTH FROM SUGARLOAF SHORES.
 AA0745'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0745'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0745'2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION, GO 2.1 MILES SOUTHWEST
 AA0745'ON C-939 TO A TRACK ROAD LEADING NORTHWEST, GO 0.15 MILE
 AA0745'NORTHWEST ON THE TRACK ROAD TO A FILLED AREA AND THE MARK.  THE
 AA0745'MARK IS SET ATOP A COPPER-COATED STEEL ROD AND CEMENTED IN A
 AA0745'CONCRETE PAD, 78 FEET SOUTHEAST OF THE NORTHWEST SIDE OF THE PAD,
 AA0745'26.2 FEET NORTH OF THE SOUTH CORNER OF THE PAD, AND 7 FEET NORTHWEST
 AA0745'OF THE SOUTHEAST SIDE OF THE PAD.
 AA0745
 AA0745                          STATION RECOVERY (1988)
 AA0745
 AA0745'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0745'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0745'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.22 KM (2.00 MI) TO A
 AA0745'TRACK ROAD LEADING NORTHWEST) AND GO O.16 KMNORTHWEST ON THE TRACK
 AA0745'ROAD TO ITS END AT A FILLED AREA).  THE TRACK ROAD IS LOCATED 0.64 KM
 AA0745'(0.40 MI) NORTHEAST ON COUNTY ROAD C-939 FROM THE BRIDGE OVER
 AA0745'SUGARLOAF CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0744 ***********************************************************************
 AA0744  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0744  DESIGNATION -  872 4375 TIDAL 5
 AA0744  PID         -  AA0744
 AA0744  STATE/COUNTY-  FL/MONROE
 AA0744  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0744
 AA0744                         *CURRENT SURVEY CONTROL
 AA0744  ___________________________________________________________________
 AA0744* NAD 83(1986)-  24 36 22.     (N)    081 33 53.     (W)     SCALED    
 AA0744* NAVD 88     -         0.731  (meters)       2.40   (feet)  ADJUSTED  
 AA0744  ___________________________________________________________________
 AA0744  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0744  DYNAMIC HT  -           0.730 (meters)       2.40  (feet)  COMP
 AA0744  MODELED GRAV-     978,962.8   (mgal)                       NAVD 88
 AA0744
 AA0744  VERT ORDER  -  SECOND    CLASS I
 AA0744
 AA0744.The horizontal coordinates were scaled from a topographic map and have
 AA0744.an estimated accuracy of +/- 6 seconds.
 AA0744
 AA0744.The orthometric height was determined by differential leveling
 AA0744.and adjusted by the National Geodetic Survey in June 1991..
 AA0744
 AA0744.This Tidal Bench Mark is designated as VM 7037
 AA0744.by the Center for Operational Oceanographic Products and Services.
 AA0744
 AA0744.The geoid height was determined by GEOID03.
 AA0744
 AA0744.The dynamic height is computed by dividing the NAVD 88
 AA0744.geopotential number by the normal gravity value computed on the
 AA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0744.degrees latitude (g = 980.6199 gals.).
 AA0744
 AA0744.The modeled gravity was interpolated from observed gravity values.
 AA0744
 AA0744;                    North         East    Units  Estimated Accuracy
 AA0744;SPC FL E     -    30,330.      142,810.      MT  (+/- 180 meters Scaled)
 AA0744
 AA0744                          SUPERSEDED SURVEY CONTROL
 AA0744
 AA0744.No superseded survey control is available for this station.
 AA0744
 AA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH428214(NAD 83)
 AA0744_MARKER: DJ = TIDAL STATION DISK
 AA0744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0744_SP_SET: COPPER-CLAD STEEL ROD
 AA0744_STAMPING: NO.5 1974
 AA0744_MARK LOGO: NOS   
 AA0744_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0744
 AA0744  HISTORY     - Date     Condition        Report By
 AA0744  HISTORY     - 1974     MONUMENTED       NOS
 AA0744  HISTORY     - 1982     GOOD             FLDNR
 AA0744  HISTORY     - 19881108 GOOD             FLDNR
 AA0744
 AA0744                          STATION DESCRIPTION
 AA0744
 AA0744'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0744'4.75 MI SOUTH FROM SUGARLOAF SHORES.
 AA0744'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0744'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0744'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0744'GO 2.1 MILES SOUTHWEST ON C-939 TO A TRACK ROAD LEADING
 AA0744'NORTH AND THE MARK.  THE MARK BEARS 20 FEET NORTHWEST OF THE
 AA0744'CENTERLINE OF C-939, 16 FEET SOUTHWEST OF THE CENTERLINE OF
 AA0744'THE TRACK ROAD, 4.7 FEET NORTH OF A POWER POLE, AND IS SET
 AA0744'ATOP A COPPER-COATED STEEL ROD AND ENCASED IN A CONCRETE POST.
 AA0744
 AA0744                          STATION RECOVERY (1988)
 AA0744
 AA0744'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0744'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0744'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.22 KM (2.00 MI) TO A
 AA0744'TRACK ROAD LEADING NORTH AND TO THE MARK).  THE TRACK ROAD IS LOCATED
 AA0744'0.64 KM (0.40 MI) NORTHEAST ON COUNTY ROAD C-939 FROM THE BRIDGE OVER
 AA0744'SUGARLOAF CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0730 ***********************************************************************
 AA0730  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0730  DESIGNATION -  872 4377 TIDAL 1
 AA0730  PID         -  AA0730
 AA0730  STATE/COUNTY-  FL/MONROE
 AA0730  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0730
 AA0730                         *CURRENT SURVEY CONTROL
 AA0730  ___________________________________________________________________
 AA0730* NAD 83(1986)-  24 38 26.     (N)    081 34 11.     (W)     SCALED    
 AA0730* NAVD 88     -         0.736  (meters)       2.41   (feet)  ADJUSTED  
 AA0730  ___________________________________________________________________
 AA0730  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0730  DYNAMIC HT  -           0.735 (meters)       2.41  (feet)  COMP
 AA0730  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0730
 AA0730  VERT ORDER  -  FIRST     CLASS II
 AA0730
 AA0730.The horizontal coordinates were scaled from a topographic map and have
 AA0730.an estimated accuracy of +/- 6 seconds.
 AA0730
 AA0730.The orthometric height was determined by differential leveling
 AA0730.and adjusted by the National Geodetic Survey in June 1991..
 AA0730
 AA0730.This Tidal Bench Mark is designated as VM 7041
 AA0730.by the Center for Operational Oceanographic Products and Services.
 AA0730
 AA0730.The geoid height was determined by GEOID03.
 AA0730
 AA0730.The dynamic height is computed by dividing the NAVD 88
 AA0730.geopotential number by the normal gravity value computed on the
 AA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0730.degrees latitude (g = 980.6199 gals.).
 AA0730
 AA0730.The modeled gravity was interpolated from observed gravity values.
 AA0730
 AA0730;                    North         East    Units  Estimated Accuracy
 AA0730;SPC FL E     -    34,150.      142,320.      MT  (+/- 180 meters Scaled)
 AA0730
 AA0730                          SUPERSEDED SURVEY CONTROL
 AA0730
 AA0730  NGVD 29 (09/01/92)    1.154  (m)            3.79   (f) ADJUSTED    1 2
 AA0730
 AA0730.Superseded values are not recommended for survey control.
 AA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0730.See file dsdata.txt to determine how the superseded data were derived.
 AA0730
 AA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423252(NAD 83)
 AA0730_MARKER: DJ = TIDAL STATION DISK
 AA0730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0730_SP_SET: CONCRETE SEAWALL
 AA0730_STAMPING: NO.1 1974
 AA0730_MARK LOGO: NOS   
 AA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0730+STABILITY: SURFACE MOTION
 AA0730
 AA0730  HISTORY     - Date     Condition        Report By
 AA0730  HISTORY     - 1974     MONUMENTED       NOS
 AA0730  HISTORY     - 1982     GOOD             FLDNR
 AA0730  HISTORY     - 1988     GOOD             USPSQD
 AA0730  HISTORY     - 19881108 GOOD             FLDNR
 AA0730
 AA0730                          STATION DESCRIPTION
 AA0730
 AA0730'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0730'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0730'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0730'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.35 MILE SOUTHEAST ON
 AA0730'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT 95 SOUTH POINT DRIVE,
 AA0730'65.0 FEET WEST OF THE WEST CORNER OF THE HOUSE, 71.0 FEET NORTHWEST
 AA0730'OF THE SOUTH CORNER OF THE SEAWALL, AND 12.5 FEET NORTHEAST OF A
 AA0730'BOAT HOIST.
 AA0730
 AA0730                          STATION RECOVERY (1988)
 AA0730
 AA0730'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0730'RECOVERED IN GOOD CONDITION.
 AA0730
 AA0730                          STATION RECOVERY (1988)
 AA0730
 AA0730'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0730'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0730'POINT DRIVE IS 0.48 KM (0.30 MI) SOUTHEAST FOR A TOTAL DISTANCE OF
 AA0730'1.13 KM (0.70 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT
 AA0730'NUMBER 95, NOT 95 SOUTH POINT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0731 ***********************************************************************
 AA0731  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0731  DESIGNATION -  872 4377 TIDAL 2
 AA0731  PID         -  AA0731
 AA0731  STATE/COUNTY-  FL/MONROE
 AA0731  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0731
 AA0731                         *CURRENT SURVEY CONTROL
 AA0731  ___________________________________________________________________
 AA0731* NAD 83(1986)-  24 38 26.     (N)    081 34 11.     (W)     SCALED    
 AA0731* NAVD 88     -         0.701  (meters)       2.30   (feet)  ADJUSTED  
 AA0731  ___________________________________________________________________
 AA0731  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0731  DYNAMIC HT  -           0.700 (meters)       2.30  (feet)  COMP
 AA0731  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0731
 AA0731  VERT ORDER  -  FIRST     CLASS II
 AA0731
 AA0731.The horizontal coordinates were scaled from a topographic map and have
 AA0731.an estimated accuracy of +/- 6 seconds.
 AA0731
 AA0731.The orthometric height was determined by differential leveling
 AA0731.and adjusted by the National Geodetic Survey in June 1991..
 AA0731.WARNING-Repeat measurements at this control monument indicate possible
 AA0731.vertical movement.
 AA0731
 AA0731.This Tidal Bench Mark is designated as VM 7042
 AA0731.by the Center for Operational Oceanographic Products and Services.
 AA0731
 AA0731.The geoid height was determined by GEOID03.
 AA0731
 AA0731.The dynamic height is computed by dividing the NAVD 88
 AA0731.geopotential number by the normal gravity value computed on the
 AA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0731.degrees latitude (g = 980.6199 gals.).
 AA0731
 AA0731.The modeled gravity was interpolated from observed gravity values.
 AA0731
 AA0731;                    North         East    Units  Estimated Accuracy
 AA0731;SPC FL E     -    34,150.      142,320.      MT  (+/- 180 meters Scaled)
 AA0731
 AA0731                          SUPERSEDED SURVEY CONTROL
 AA0731
 AA0731  NGVD 29 (09/01/92)    1.118  (m)            3.67   (f) ADJUSTED    1 2
 AA0731
 AA0731.Superseded values are not recommended for survey control.
 AA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0731.See file dsdata.txt to determine how the superseded data were derived.
 AA0731
 AA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423252(NAD 83)
 AA0731_MARKER: DJ = TIDAL STATION DISK
 AA0731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0731_SP_SET: CONCRETE SEAWALL
 AA0731_STAMPING: NO.2 1974
 AA0731_MARK LOGO: NOS   
 AA0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0731+STABILITY: SURFACE MOTION
 AA0731
 AA0731  HISTORY     - Date     Condition        Report By
 AA0731  HISTORY     - 1974     MONUMENTED       NOS
 AA0731  HISTORY     - 1982     GOOD             FLDNR
 AA0731  HISTORY     - 1988     GOOD             USPSQD
 AA0731  HISTORY     - 19881108 GOOD             FLDNR
 AA0731
 AA0731                          STATION DESCRIPTION
 AA0731
 AA0731'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0731'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0731'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0731'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.35 MILE SOUTHEAST ON
 AA0731'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT 95 SOUTH POINT DRIVE,
 AA0731'AT THE SOUTHWEST EDGE OF STEPS TO A BOAT SLIP, 62.1 FEET NORTHEAST
 AA0731'OF THE SOUTH CORNER OF THE SEAWALL, AND 17.7 FEET SOUTHWEST OF THE
 AA0731'SOUTHWEST SIDE OF THE HOUSE.
 AA0731
 AA0731                          STATION RECOVERY (1988)
 AA0731
 AA0731'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0731'RECOVERED IN GOOD CONDITION.
 AA0731
 AA0731                          STATION RECOVERY (1988)
 AA0731
 AA0731'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0731'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0731'POINT DRIVE IS 0.48 KM (0.30 MI) SOUTHEAST FOR A TOTAL DISTANCE OF
 AA0731'1.13 KM (0.70 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT
 AA0731'NUMBER 95, NOT 95 SOUTH POINT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0732 ***********************************************************************
 AA0732  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0732  DESIGNATION -  872 4377 TIDAL 3
 AA0732  PID         -  AA0732
 AA0732  STATE/COUNTY-  FL/MONROE
 AA0732  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0732
 AA0732                         *CURRENT SURVEY CONTROL
 AA0732  ___________________________________________________________________
 AA0732* NAD 83(1986)-  24 38 26.     (N)    081 34 11.     (W)     SCALED    
 AA0732* NAVD 88     -         0.710  (meters)       2.33   (feet)  ADJUSTED  
 AA0732  ___________________________________________________________________
 AA0732  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0732  DYNAMIC HT  -           0.709 (meters)       2.33  (feet)  COMP
 AA0732  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0732
 AA0732  VERT ORDER  -  FIRST     CLASS II
 AA0732
 AA0732.The horizontal coordinates were scaled from a topographic map and have
 AA0732.an estimated accuracy of +/- 6 seconds.
 AA0732
 AA0732.The orthometric height was determined by differential leveling
 AA0732.and adjusted by the National Geodetic Survey in June 1991..
 AA0732
 AA0732.This Tidal Bench Mark is designated as VM 7043
 AA0732.by the Center for Operational Oceanographic Products and Services.
 AA0732
 AA0732.The geoid height was determined by GEOID03.
 AA0732
 AA0732.The dynamic height is computed by dividing the NAVD 88
 AA0732.geopotential number by the normal gravity value computed on the
 AA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0732.degrees latitude (g = 980.6199 gals.).
 AA0732
 AA0732.The modeled gravity was interpolated from observed gravity values.
 AA0732
 AA0732;                    North         East    Units  Estimated Accuracy
 AA0732;SPC FL E     -    34,150.      142,320.      MT  (+/- 180 meters Scaled)
 AA0732
 AA0732                          SUPERSEDED SURVEY CONTROL
 AA0732
 AA0732  NGVD 29 (09/01/92)    1.129  (m)            3.70   (f) ADJUSTED    1 2
 AA0732
 AA0732.Superseded values are not recommended for survey control.
 AA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0732.See file dsdata.txt to determine how the superseded data were derived.
 AA0732
 AA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423252(NAD 83)
 AA0732_MARKER: DJ = TIDAL STATION DISK
 AA0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0732_SP_SET: CONCRETE SEAWALL
 AA0732_STAMPING: NO.3 1974
 AA0732_MARK LOGO: NOS   
 AA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0732+STABILITY: SURFACE MOTION
 AA0732
 AA0732  HISTORY     - Date     Condition        Report By
 AA0732  HISTORY     - 1974     MONUMENTED       NOS
 AA0732  HISTORY     - 1982     GOOD             FLDNR
 AA0732  HISTORY     - 1988     GOOD             USPSQD
 AA0732  HISTORY     - 19881108 GOOD             FLDNR
 AA0732
 AA0732                          STATION DESCRIPTION
 AA0732
 AA0732'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0732'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0732'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0732'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.35 MILE SOUTHEAST ON
 AA0732'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT 95 SOUTH POINT DRIVE,
 AA0732'AT THE SOUTH END OF THE BOAT SLIP SEAWALL, AND 140 FEET SOUTHWEST
 AA0732'OF THE CENTERLINE OF THE ROAD.
 AA0732
 AA0732                          STATION RECOVERY (1988)
 AA0732
 AA0732'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0732'RECOVERED IN GOOD CONDITION.
 AA0732
 AA0732                          STATION RECOVERY (1988)
 AA0732
 AA0732'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0732'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0732'POINT DRIVE IS 0.48 KM (0.30 MI) FOR A TOTAL DISTANCE OF 1.12 KM
 AA0732'(0.70 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT NUMBER
 AA0732'95, NOT 95 SOUTH POINT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0733 ***********************************************************************
 AA0733  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0733  DESIGNATION -  872 4377 TIDAL 4
 AA0733  PID         -  AA0733
 AA0733  STATE/COUNTY-  FL/MONROE
 AA0733  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0733
 AA0733                         *CURRENT SURVEY CONTROL
 AA0733  ___________________________________________________________________
 AA0733* NAD 83(1986)-  24 38 18.     (N)    081 33 57.     (W)     SCALED    
 AA0733* NAVD 88     -         0.776  (meters)       2.55   (feet)  ADJUSTED  
 AA0733  ___________________________________________________________________
 AA0733  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0733  DYNAMIC HT  -           0.775 (meters)       2.54  (feet)  COMP
 AA0733  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0733
 AA0733  VERT ORDER  -  FIRST     CLASS II
 AA0733
 AA0733.The horizontal coordinates were scaled from a topographic map and have
 AA0733.an estimated accuracy of +/- 6 seconds.
 AA0733
 AA0733.The orthometric height was determined by differential leveling
 AA0733.and adjusted by the National Geodetic Survey in June 1991..
 AA0733
 AA0733.This Tidal Bench Mark is designated as VM 7044
 AA0733.by the Center for Operational Oceanographic Products and Services.
 AA0733
 AA0733.The geoid height was determined by GEOID03.
 AA0733
 AA0733.The dynamic height is computed by dividing the NAVD 88
 AA0733.geopotential number by the normal gravity value computed on the
 AA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0733.degrees latitude (g = 980.6199 gals.).
 AA0733
 AA0733.The modeled gravity was interpolated from observed gravity values.
 AA0733
 AA0733;                    North         East    Units  Estimated Accuracy
 AA0733;SPC FL E     -    33,900.      142,720.      MT  (+/- 180 meters Scaled)
 AA0733
 AA0733                          SUPERSEDED SURVEY CONTROL
 AA0733
 AA0733  NGVD 29 (09/01/92)    1.195  (m)            3.92   (f) ADJUSTED    1 2
 AA0733
 AA0733.Superseded values are not recommended for survey control.
 AA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0733.See file dsdata.txt to determine how the superseded data were derived.
 AA0733
 AA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427250(NAD 83)
 AA0733_MARKER: DJ = TIDAL STATION DISK
 AA0733_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0733_SP_SET: CONCRETE SEAWALL
 AA0733_STAMPING: NO.4 1974
 AA0733_MARK LOGO: NOS   
 AA0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0733+STABILITY: SURFACE MOTION
 AA0733
 AA0733  HISTORY     - Date     Condition        Report By
 AA0733  HISTORY     - 1974     MONUMENTED       NOS
 AA0733  HISTORY     - 1982     GOOD             FLDNR
 AA0733  HISTORY     - 1988     GOOD             USPSQD
 AA0733  HISTORY     - 19881108 GOOD             FLDNR
 AA0733
 AA0733                          STATION DESCRIPTION
 AA0733
 AA0733'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0733'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0733'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0733'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.45 MILE SOUTHEAST
 AA0733'ON SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT THE GOWZD
 AA0733'RESIDENCE, AT THE BOAT SLIP, 0.3 FOOT SOUTHWEST OF THE SOUTH
 AA0733'CORNER OF THE SOUTHWEST BOAT HOIST, 35.6 FEET NORTH OF THE NORTH
 AA0733'CORNER OF THE HOUSE, AND 124 FEET NORTHEAST OF THE CENTERLINE OF
 AA0733'SOUTH POINT DRIVE.
 AA0733
 AA0733                          STATION RECOVERY (1988)
 AA0733
 AA0733'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0733'RECOVERED IN GOOD CONDITION.
 AA0733
 AA0733                          STATION RECOVERY (1988)
 AA0733
 AA0733'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0733'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0733'POINT DRIVE IS 0.64 KM (0.40 MI) SOUTHEAST FOR A TOTAL DISTANCE OF
 AA0733'1.29 KM (0.80 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT
 AA0733'NUMBER 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0734 ***********************************************************************
 AA0734  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0734  DESIGNATION -  872 4377 TIDAL 5
 AA0734  PID         -  AA0734
 AA0734  STATE/COUNTY-  FL/MONROE
 AA0734  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0734
 AA0734                         *CURRENT SURVEY CONTROL
 AA0734  ___________________________________________________________________
 AA0734* NAD 83(1986)-  24 38 18.     (N)    081 33 57.     (W)     SCALED    
 AA0734* NAVD 88     -         0.568  (meters)       1.86   (feet)  ADJUSTED  
 AA0734  ___________________________________________________________________
 AA0734  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0734  DYNAMIC HT  -           0.567 (meters)       1.86  (feet)  COMP
 AA0734  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0734
 AA0734  VERT ORDER  -  FIRST     CLASS II
 AA0734
 AA0734.The horizontal coordinates were scaled from a topographic map and have
 AA0734.an estimated accuracy of +/- 6 seconds.
 AA0734
 AA0734.The orthometric height was determined by differential leveling
 AA0734.and adjusted by the National Geodetic Survey in June 1991..
 AA0734
 AA0734.This Tidal Bench Mark is designated as VM 7045
 AA0734.by the Center for Operational Oceanographic Products and Services.
 AA0734
 AA0734.The geoid height was determined by GEOID03.
 AA0734
 AA0734.The dynamic height is computed by dividing the NAVD 88
 AA0734.geopotential number by the normal gravity value computed on the
 AA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0734.degrees latitude (g = 980.6199 gals.).
 AA0734
 AA0734.The modeled gravity was interpolated from observed gravity values.
 AA0734
 AA0734;                    North         East    Units  Estimated Accuracy
 AA0734;SPC FL E     -    33,900.      142,720.      MT  (+/- 180 meters Scaled)
 AA0734
 AA0734                          SUPERSEDED SURVEY CONTROL
 AA0734
 AA0734  NGVD 29 (09/01/92)    0.987  (m)            3.24   (f) ADJUSTED    1 2
 AA0734
 AA0734.Superseded values are not recommended for survey control.
 AA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0734.See file dsdata.txt to determine how the superseded data were derived.
 AA0734
 AA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427250(NAD 83)
 AA0734_MARKER: DJ = TIDAL STATION DISK
 AA0734_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0734+WITH SETTING: PAVEMENT
 AA0734_SP_SET: CONCRETE STEP
 AA0734_STAMPING: NO.5 1974
 AA0734_MARK LOGO: NOS   
 AA0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0734+STABILITY: SURFACE MOTION
 AA0734
 AA0734  HISTORY     - Date     Condition        Report By
 AA0734  HISTORY     - 1974     MONUMENTED       NOS
 AA0734  HISTORY     - 1982     GOOD             FLDNR
 AA0734  HISTORY     - 1988     GOOD             USPSQD
 AA0734  HISTORY     - 19881108 GOOD             FLDNR
 AA0734
 AA0734                          STATION DESCRIPTION
 AA0734
 AA0734'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0734'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0734'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0734'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.45 MILE SOUTHEAST ON
 AA0734'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT THE GOWZD RESIDENCE,
 AA0734'58 FEET EAST OF THE NORTH CORNER OF THE HOUSE, 43 FEET WEST OF THE
 AA0734'EAST END OF THE SEAWALL, AND SET IN THE TOP OF THE TOP STEP LEADING
 AA0734'TO THE WATER.
 AA0734
 AA0734                          STATION RECOVERY (1988)
 AA0734
 AA0734'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0734'RECOVERED IN GOOD CONDITION.
 AA0734
 AA0734                          STATION RECOVERY (1988)
 AA0734
 AA0734'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1666 ***********************************************************************
 AA1666  DESIGNATION -  872 4378 G TIDAL
 AA1666  PID         -  AA1666
 AA1666  STATE/COUNTY-  FL/MONROE
 AA1666  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1666
 AA1666                         *CURRENT SURVEY CONTROL
 AA1666  ___________________________________________________________________
 AA1666* NAD 83(1986)-  24 38 43.     (N)    081 33 57.     (W)     SCALED    
 AA1666* NAVD 88     -         0.769  (meters)       2.52   (feet)  ADJUSTED  
 AA1666  ___________________________________________________________________
 AA1666  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA1666  DYNAMIC HT  -           0.768 (meters)       2.52  (feet)  COMP
 AA1666  MODELED GRAV-     978,966.9   (mgal)                       NAVD 88
 AA1666
 AA1666  VERT ORDER  -  FIRST     CLASS II
 AA1666
 AA1666.The horizontal coordinates were scaled from a topographic map and have
 AA1666.an estimated accuracy of +/- 6 seconds.
 AA1666
 AA1666.The orthometric height was determined by differential leveling
 AA1666.and adjusted by the National Geodetic Survey in May 1994..
 AA1666
 AA1666.The geoid height was determined by GEOID03.
 AA1666
 AA1666.The dynamic height is computed by dividing the NAVD 88
 AA1666.geopotential number by the normal gravity value computed on the
 AA1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1666.degrees latitude (g = 980.6199 gals.).
 AA1666
 AA1666.The modeled gravity was interpolated from observed gravity values.
 AA1666
 AA1666;                    North         East    Units  Estimated Accuracy
 AA1666;SPC FL E     -    34,670.      142,720.      MT  (+/- 180 meters Scaled)
 AA1666
 AA1666                          SUPERSEDED SURVEY CONTROL
 AA1666
 AA1666  NGVD 29 (09/01/92)    1.189  (m)            3.90   (f) ADJUSTED    1 2
 AA1666
 AA1666.Superseded values are not recommended for survey control.
 AA1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1666.See file dsdata.txt to determine how the superseded data were derived.
 AA1666
 AA1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427257(NAD 83)
 AA1666_MARKER: DJ = TIDAL STATION DISK
 AA1666_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1666+WITH SETTING: PAVEMENT
 AA1666_SP_SET: CONCRETE POWER POLE BASE
 AA1666_STAMPING: 4378 G 1988
 AA1666_MARK LOGO: NOS   
 AA1666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1666+STABILITY: SURFACE MOTION
 AA1666
 AA1666  HISTORY     - Date     Condition        Report By
 AA1666  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1666
 AA1666                          STATION DESCRIPTION
 AA1666
 AA1666'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1666'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE
 AA1666'MARKSOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 17.22 M (56.50
 AA1666'FT) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD C-939SOUTH-SOUTHWEST
 AA1666'OF MILE MARKER 17 AND 0.30 M (0.98 FT) NORTH OF THE NORTH FACE OF THE
 AA1666'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1665 ***********************************************************************
 AA1665  DESIGNATION -  872 4378 H TIDAL
 AA1665  PID         -  AA1665
 AA1665  STATE/COUNTY-  FL/MONROE
 AA1665  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA1665
 AA1665                         *CURRENT SURVEY CONTROL
 AA1665  ___________________________________________________________________
 AA1665* NAD 83(1986)-  24 38 42.     (N)    081 34 00.     (W)     SCALED    
 AA1665* NAVD 88     -         0.343  (meters)       1.13   (feet)  ADJUSTED  
 AA1665  ___________________________________________________________________
 AA1665  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA1665  DYNAMIC HT  -           0.343 (meters)       1.13  (feet)  COMP
 AA1665  MODELED GRAV-     978,966.8   (mgal)                       NAVD 88
 AA1665
 AA1665  VERT ORDER  -  FIRST     CLASS II
 AA1665
 AA1665.The horizontal coordinates were scaled from a topographic map and have
 AA1665.an estimated accuracy of +/- 6 seconds.
 AA1665
 AA1665.The orthometric height was determined by differential leveling
 AA1665.and adjusted by the National Geodetic Survey in May 1994..
 AA1665
 AA1665.The geoid height was determined by GEOID03.
 AA1665
 AA1665.The dynamic height is computed by dividing the NAVD 88
 AA1665.geopotential number by the normal gravity value computed on the
 AA1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1665.degrees latitude (g = 980.6199 gals.).
 AA1665
 AA1665.The modeled gravity was interpolated from observed gravity values.
 AA1665
 AA1665;                    North         East    Units  Estimated Accuracy
 AA1665;SPC FL E     -    34,640.      142,630.      MT  (+/- 180 meters Scaled)
 AA1665
 AA1665                          SUPERSEDED SURVEY CONTROL
 AA1665
 AA1665  NGVD 29 (09/01/92)    0.764  (m)            2.51   (f) ADJUSTED    1 2
 AA1665
 AA1665.Superseded values are not recommended for survey control.
 AA1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1665.See file dsdata.txt to determine how the superseded data were derived.
 AA1665
 AA1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH426257(NAD 83)
 AA1665_MARKER: DJ = TIDAL STATION DISK
 AA1665_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1665+WITH SETTING: PAVEMENT
 AA1665_SP_SET: CONCRETE POWER POLE BASE
 AA1665_STAMPING: 4378 H 1988
 AA1665_MARK LOGO: NOS   
 AA1665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1665+STABILITY: SURFACE MOTION
 AA1665
 AA1665  HISTORY     - Date     Condition        Report By
 AA1665  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1665
 AA1665                          STATION DESCRIPTION
 AA1665
 AA1665'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1665'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE
 AA1665'JUNCTION OF A GRADED ROAD LEADING NORTH TO THE SUGARLOAF AIRPORT AND
 AA1665'THE MARKSOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 7.62 M (25.00
 AA1665'FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE GRADED ROAD AND 0.30
 AA1665'M (0.98 FT) NORTH OF THE NORTH FACE OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0729 ***********************************************************************
 AA0729  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0729  DESIGNATION -  872 4378 TIDAL 1
 AA0729  PID         -  AA0729
 AA0729  STATE/COUNTY-  FL/MONROE
 AA0729  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0729
 AA0729                         *CURRENT SURVEY CONTROL
 AA0729  ___________________________________________________________________
 AA0729* NAD 83(1986)-  24 38 56.     (N)    081 34 11.     (W)     SCALED    
 AA0729* NAVD 88     -         0.254  (meters)       0.83   (feet)  ADJUSTED  
 AA0729  ___________________________________________________________________
 AA0729  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AA0729  DYNAMIC HT  -           0.254 (meters)       0.83  (feet)  COMP
 AA0729  MODELED GRAV-     978,967.2   (mgal)                       NAVD 88
 AA0729
 AA0729  VERT ORDER  -  SECOND    CLASS I
 AA0729
 AA0729.The horizontal coordinates were scaled from a topographic map and have
 AA0729.an estimated accuracy of +/- 6 seconds.
 AA0729
 AA0729.The orthometric height was determined by differential leveling
 AA0729.and adjusted by the National Geodetic Survey in June 1991..
 AA0729
 AA0729.This Tidal Bench Mark is designated as VM 7049
 AA0729.by the Center for Operational Oceanographic Products and Services.
 AA0729
 AA0729.The geoid height was determined by GEOID03.
 AA0729
 AA0729.The dynamic height is computed by dividing the NAVD 88
 AA0729.geopotential number by the normal gravity value computed on the
 AA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0729.degrees latitude (g = 980.6199 gals.).
 AA0729
 AA0729.The modeled gravity was interpolated from observed gravity values.
 AA0729
 AA0729;                    North         East    Units  Estimated Accuracy
 AA0729;SPC FL E     -    35,070.      142,330.      MT  (+/- 180 meters Scaled)
 AA0729
 AA0729                          SUPERSEDED SURVEY CONTROL
 AA0729
 AA0729.No superseded survey control is available for this station.
 AA0729
 AA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423261(NAD 83)
 AA0729_MARKER: DJ = TIDAL STATION DISK
 AA0729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0729_SP_SET: CONCRETE SEAWALL
 AA0729_STAMPING: NO 1 1974
 AA0729_MARK LOGO: NOS   
 AA0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0729+STABILITY: SURFACE MOTION
 AA0729
 AA0729  HISTORY     - Date     Condition        Report By
 AA0729  HISTORY     - 1974     MONUMENTED       NOS
 AA0729  HISTORY     - 1982     GOOD             FLDNR
 AA0729
 AA0729                          STATION DESCRIPTION
 AA0729
 AA0729'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0729'0.3 MI NW FROM SUGARLOAF SHORES.
 AA0729'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.2 MILE SOUTHWEST
 AA0729'ON U.S. HIGHWAY 1 TO A DIRT ROAD LEADING NORTHWEST TO AN OLD AIRPORT,
 AA0729'GO 0.25 MILE NORTHWEST ON DIRT ROAD TO A FORK, TAKE RIGHT FORK AND
 AA0729'GO 0.05 MILE NORTH TO A POND ON THE RIGHT, AND THE MARK.  THE MARK
 AA0729'BEARS 26.0 FEET SOUTHEAST OF THE WEST CORNER OF THE POND, 26 FEET
 AA0729'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AND 23.5 FEET NORTH
 AA0729'OF THE POINT WHERE THE ROAD CURVES.
 AA0729'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0728 ***********************************************************************
 AA0728  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0728  DESIGNATION -  872 4392 E TIDAL
 AA0728  PID         -  AA0728
 AA0728  STATE/COUNTY-  FL/MONROE
 AA0728  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0728
 AA0728                         *CURRENT SURVEY CONTROL
 AA0728  ___________________________________________________________________
 AA0728* NAD 83(1986)-  24 38 02.     (N)    081 35 11.     (W)     SCALED    
 AA0728* NAVD 88     -         4.564  (meters)      14.97   (feet)  ADJUSTED  
 AA0728  ___________________________________________________________________
 AA0728  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0728  DYNAMIC HT  -           4.556 (meters)      14.95  (feet)  COMP
 AA0728  MODELED GRAV-     978,965.6   (mgal)                       NAVD 88
 AA0728
 AA0728  VERT ORDER  -  FIRST     CLASS II
 AA0728
 AA0728.The horizontal coordinates were scaled from a topographic map and have
 AA0728.an estimated accuracy of +/- 6 seconds.
 AA0728
 AA0728.The orthometric height was determined by differential leveling
 AA0728.and adjusted by the National Geodetic Survey in May 1994..
 AA0728
 AA0728.This Tidal Bench Mark is designated as VM 7055
 AA0728.by the Center for Operational Oceanographic Products and Services.
 AA0728
 AA0728.The geoid height was determined by GEOID03.
 AA0728
 AA0728.The dynamic height is computed by dividing the NAVD 88
 AA0728.geopotential number by the normal gravity value computed on the
 AA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0728.degrees latitude (g = 980.6199 gals.).
 AA0728
 AA0728.The modeled gravity was interpolated from observed gravity values.
 AA0728
 AA0728;                    North         East    Units  Estimated Accuracy
 AA0728;SPC FL E     -    33,420.      140,630.      MT  (+/- 180 meters Scaled)
 AA0728
 AA0728                          SUPERSEDED SURVEY CONTROL
 AA0728
 AA0728  NAVD 88 (06/15/91)    4.565  (m)           14.98   (f) UNKNOWN     1 2
 AA0728  NGVD 29 (09/01/92)    4.979  (m)           16.34   (f) ADJUSTED    1 2
 AA0728
 AA0728.Superseded values are not recommended for survey control.
 AA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0728.See file dsdata.txt to determine how the superseded data were derived.
 AA0728
 AA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH406245(NAD 83)
 AA0728_MARKER: DB = BENCH MARK DISK
 AA0728_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0728_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0728_STAMPING: 4392 E
 AA0728_MARK LOGO: FLDT  
 AA0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0728
 AA0728  HISTORY     - Date     Condition        Report By
 AA0728  HISTORY     - UNK      MONUMENTED       FLDT
 AA0728  HISTORY     - 1982     GOOD             FLDNR
 AA0728  HISTORY     - 19881108 GOOD             FLDNR
 AA0728  HISTORY     - 1989     GOOD             USPSQD
 AA0728
 AA0728                          STATION DESCRIPTION
 AA0728
 AA0728'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0728'14.75 MI NE FROM KEY WEST.
 AA0728'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 14.5 MILES NORTHEAST ON
 AA0728'U.S. HIGHWAY 1 TO THE BRIDGE OVER LOWER SUGARLOAF CHANNEL.  THE MARK
 AA0728'BEARS 0.65 FOOT NORTHEAST OF THE NORTHEAST ABUTMENT, 19.2 FEET
 AA0728'SOUTHEAST OF THE CENTERLINE OF U.S. 1, 10.4 FEET SOUTHWEST OF THE
 AA0728'NORTHEAST END OF THE GUARDRAIL, AND 5 FEET NORTHWEST OF THE
 AA0728'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0728'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0728
 AA0728                          STATION RECOVERY (1988)
 AA0728
 AA0728'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0728'RECOVERED IN GOOD CONDITION.
 AA0728
 AA0728                          STATION RECOVERY (1989)
 AA0728
 AA0728'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0726 ***********************************************************************
 AA0726  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0726  DESIGNATION -  872 4392 F TIDAL
 AA0726  PID         -  AA0726
 AA0726  STATE/COUNTY-  FL/MONROE
 AA0726  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0726
 AA0726                         *CURRENT SURVEY CONTROL
 AA0726  ___________________________________________________________________
 AA0726* NAD 83(1986)-  24 38 02.     (N)    081 35 11.     (W)     SCALED    
 AA0726* NAVD 88     -         4.553  (meters)      14.94   (feet)  ADJUSTED  
 AA0726  ___________________________________________________________________
 AA0726  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0726  DYNAMIC HT  -           4.545 (meters)      14.91  (feet)  COMP
 AA0726  MODELED GRAV-     978,965.6   (mgal)                       NAVD 88
 AA0726
 AA0726  VERT ORDER  -  FIRST     CLASS II
 AA0726
 AA0726.The horizontal coordinates were scaled from a topographic map and have
 AA0726.an estimated accuracy of +/- 6 seconds.
 AA0726
 AA0726.The orthometric height was determined by differential leveling
 AA0726.and adjusted by the National Geodetic Survey in June 1991..
 AA0726
 AA0726.This Tidal Bench Mark is designated as VM 7056
 AA0726.by the Center for Operational Oceanographic Products and Services.
 AA0726
 AA0726.The geoid height was determined by GEOID03.
 AA0726
 AA0726.The dynamic height is computed by dividing the NAVD 88
 AA0726.geopotential number by the normal gravity value computed on the
 AA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0726.degrees latitude (g = 980.6199 gals.).
 AA0726
 AA0726.The modeled gravity was interpolated from observed gravity values.
 AA0726
 AA0726;                    North         East    Units  Estimated Accuracy
 AA0726;SPC FL E     -    33,420.      140,630.      MT  (+/- 180 meters Scaled)
 AA0726
 AA0726                          SUPERSEDED SURVEY CONTROL
 AA0726
 AA0726  NGVD 29 (09/01/92)    4.964  (m)           16.29   (f) ADJUSTED    1 2
 AA0726
 AA0726.Superseded values are not recommended for survey control.
 AA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0726.See file dsdata.txt to determine how the superseded data were derived.
 AA0726
 AA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH406245(NAD 83)
 AA0726_MARKER: DB = BENCH MARK DISK
 AA0726_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0726_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0726_STAMPING: 4392 F
 AA0726_MARK LOGO: FLDT  
 AA0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0726
 AA0726  HISTORY     - Date     Condition        Report By
 AA0726  HISTORY     - UNK      MONUMENTED       FLDT
 AA0726  HISTORY     - 1982     GOOD             FLDNR
 AA0726  HISTORY     - 19881108 GOOD             FLDNR
 AA0726  HISTORY     - 1989     GOOD             USPSQD
 AA0726
 AA0726                          STATION DESCRIPTION
 AA0726
 AA0726'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0726'14.5 MI NE FROM KEY WEST.
 AA0726'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 14.5 MILES NORTHEAST ON
 AA0726'U.S. HIGHWAY 1 TO THE BRIDGE OVER LOWER SUGARLOAF CHANNEL.  THE MARK
 AA0726'BEARS 19.7 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.7 FOOT
 AA0726'SOUTHWEST OF THE SOUTHWEST ABUTMENT, 10.4 FEET NORTHEAST OF THE
 AA0726'SOUTHWEST END OF THE BRIDGE GUARDRAIL, AND 4.9 FEET NORTHWEST OF THE
 AA0726'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0726
 AA0726                          STATION RECOVERY (1988)
 AA0726
 AA0726'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0726'RECOVERED IN GOOD CONDITION.
 AA0726
 AA0726                          STATION RECOVERY (1989)
 AA0726
 AA0726'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0727 ***********************************************************************
 AA0727  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0727  DESIGNATION -  872 4392 TIDAL 1
 AA0727  PID         -  AA0727
 AA0727  STATE/COUNTY-  FL/MONROE
 AA0727  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0727
 AA0727                         *CURRENT SURVEY CONTROL
 AA0727  ___________________________________________________________________
 AA0727* NAD 83(1986)-  24 38 02.     (N)    081 35 11.     (W)     SCALED    
 AA0727* NAVD 88     -         2.778  (meters)       9.11   (feet)  ADJUSTED  
 AA0727  ___________________________________________________________________
 AA0727  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0727  DYNAMIC HT  -           2.773 (meters)       9.10  (feet)  COMP
 AA0727  MODELED GRAV-     978,965.6   (mgal)                       NAVD 88
 AA0727
 AA0727  VERT ORDER  -  FIRST     CLASS II
 AA0727
 AA0727.The horizontal coordinates were scaled from a topographic map and have
 AA0727.an estimated accuracy of +/- 6 seconds.
 AA0727
 AA0727.The orthometric height was determined by differential leveling
 AA0727.and adjusted by the National Geodetic Survey in June 1991..
 AA0727
 AA0727.This Tidal Bench Mark is designated as VM 7054
 AA0727.by the Center for Operational Oceanographic Products and Services.
 AA0727
 AA0727.The geoid height was determined by GEOID03.
 AA0727
 AA0727.The dynamic height is computed by dividing the NAVD 88
 AA0727.geopotential number by the normal gravity value computed on the
 AA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0727.degrees latitude (g = 980.6199 gals.).
 AA0727
 AA0727.The modeled gravity was interpolated from observed gravity values.
 AA0727
 AA0727;                    North         East    Units  Estimated Accuracy
 AA0727;SPC FL E     -    33,420.      140,630.      MT  (+/- 180 meters Scaled)
 AA0727
 AA0727                          SUPERSEDED SURVEY CONTROL
 AA0727
 AA0727  NGVD 29 (09/01/92)    3.194  (m)           10.48   (f) ADJUSTED    1 2
 AA0727
 AA0727.Superseded values are not recommended for survey control.
 AA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0727.See file dsdata.txt to determine how the superseded data were derived.
 AA0727
 AA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH406245(NAD 83)
 AA0727_MARKER: DJ = TIDAL STATION DISK
 AA0727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0727_SP_SET: CONCRETE WINGWALL
 AA0727_STAMPING: NO.1 1973
 AA0727_MARK LOGO: NOS   
 AA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0727+STABILITY: SURFACE MOTION
 AA0727
 AA0727  HISTORY     - Date     Condition        Report By
 AA0727  HISTORY     - 1973     MONUMENTED       NOS
 AA0727  HISTORY     - 1982     GOOD             FLDNR
 AA0727  HISTORY     - 19881108 GOOD             FLDNR
 AA0727  HISTORY     - 1989     GOOD             USPSQD
 AA0727
 AA0727                          STATION DESCRIPTION
 AA0727
 AA0727'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0727'14.75 MI NE FROM KEY WEST.
 AA0727'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 14.5 MILES NORTHEAST ON
 AA0727'U.S. HIGHWAY 1 TO THE BRIDGE OVER LOWER SUGARLOAF CHANNEL.  THE MARK
 AA0727'IS SET AT THE NORTHEAST END OF THE OLD BRIDGE, NOW USED AS A FISHING
 AA0727'PIER, 15.7 FEET WEST OF THE NORTHEAST END OF THE GUARDRAIL, AND 14.6
 AA0727'FEET NORTHWEST OF THE CENTERLINE OF THE OLD BRIDGE.
 AA0727'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0727
 AA0727                          STATION RECOVERY (1988)
 AA0727
 AA0727'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0727'RECOVERED IN GOOD CONDITION.
 AA0727
 AA0727                          STATION RECOVERY (1989)
 AA0727
 AA0727'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0786 ***********************************************************************
 AA0786  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0786  DESIGNATION -  872 4401 D TIDAL
 AA0786  PID         -  AA0786
 AA0786  STATE/COUNTY-  FL/MONROE
 AA0786  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0786
 AA0786                         *CURRENT SURVEY CONTROL
 AA0786  ___________________________________________________________________
 AA0786* NAD 83(1986)-  24 37 38.     (N)    081 35 47.     (W)     SCALED    
 AA0786* NAVD 88     -         4.862  (meters)      15.95   (feet)  ADJUSTED  
 AA0786  ___________________________________________________________________
 AA0786  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0786  DYNAMIC HT  -           4.854 (meters)      15.93  (feet)  COMP
 AA0786  MODELED GRAV-     978,964.9   (mgal)                       NAVD 88
 AA0786
 AA0786  VERT ORDER  -  FIRST     CLASS II
 AA0786
 AA0786.The horizontal coordinates were scaled from a topographic map and have
 AA0786.an estimated accuracy of +/- 6 seconds.
 AA0786
 AA0786.The orthometric height was determined by differential leveling
 AA0786.and adjusted by the National Geodetic Survey in June 1991..
 AA0786
 AA0786.This Tidal Bench Mark is designated as VM 7814
 AA0786.by the Center for Operational Oceanographic Products and Services.
 AA0786
 AA0786.The geoid height was determined by GEOID03.
 AA0786
 AA0786.The dynamic height is computed by dividing the NAVD 88
 AA0786.geopotential number by the normal gravity value computed on the
 AA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0786.degrees latitude (g = 980.6199 gals.).
 AA0786
 AA0786.The modeled gravity was interpolated from observed gravity values.
 AA0786
 AA0786;                    North         East    Units  Estimated Accuracy
 AA0786;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0786
 AA0786                          SUPERSEDED SURVEY CONTROL
 AA0786
 AA0786  NGVD 29 (09/01/92)    5.275  (m)           17.31   (f) ADJUSTED    1 2
 AA0786
 AA0786.Superseded values are not recommended for survey control.
 AA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0786.See file dsdata.txt to determine how the superseded data were derived.
 AA0786
 AA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0786_MARKER: DJ = TIDAL STATION DISK
 AA0786_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0786_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0786_STAMPING: 4401 D
 AA0786_MARK LOGO: NOS   
 AA0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0786
 AA0786  HISTORY     - Date     Condition        Report By
 AA0786  HISTORY     - UNK      MONUMENTED       FLDT
 AA0786  HISTORY     - 1982     GOOD             FLDNR
 AA0786  HISTORY     - 19881108 GOOD             FLDNR
 AA0786  HISTORY     - 1989     GOOD             USPSQD
 AA0786
 AA0786                          STATION DESCRIPTION
 AA0786
 AA0786'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0786'13.85 MI NE FROM KEY WEST.
 AA0786'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0786'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0786'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 23.2 FEET SOUTHEAST
 AA0786'OF THE CENTERLINE OF U.S. 1, 0.6 FOOT NORTHEAST OF THE
 AA0786'NORTHEAST ABUTMENT, 10.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0786'GUARDRAIL, AND 5.0 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AA0786'BRIDGE CHEEKWALL.
 AA0786'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0786
 AA0786                          STATION RECOVERY (1988)
 AA0786
 AA0786'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0786'RECOVERED IN GOOD CONDITION.
 AA0786
 AA0786                          STATION RECOVERY (1989)
 AA0786
 AA0786'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0785 ***********************************************************************
 AA0785  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0785  DESIGNATION -  872 4401 E TIDAL
 AA0785  PID         -  AA0785
 AA0785  STATE/COUNTY-  FL/MONROE
 AA0785  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0785
 AA0785                         *CURRENT SURVEY CONTROL
 AA0785  ___________________________________________________________________
 AA0785* NAD 83(1986)-  24 37 38.     (N)    081 35 47.     (W)     SCALED    
 AA0785* NAVD 88     -         2.417  (meters)       7.93   (feet)  ADJUSTED  
 AA0785  ___________________________________________________________________
 AA0785  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0785  DYNAMIC HT  -           2.413 (meters)       7.92  (feet)  COMP
 AA0785  MODELED GRAV-     978,964.9   (mgal)                       NAVD 88
 AA0785
 AA0785  VERT ORDER  -  FIRST     CLASS II
 AA0785
 AA0785.The horizontal coordinates were scaled from a topographic map and have
 AA0785.an estimated accuracy of +/- 6 seconds.
 AA0785
 AA0785.The orthometric height was determined by differential leveling
 AA0785.and adjusted by the National Geodetic Survey in June 1991..
 AA0785
 AA0785.This Tidal Bench Mark is designated as VM 7815
 AA0785.by the Center for Operational Oceanographic Products and Services.
 AA0785
 AA0785.The geoid height was determined by GEOID03.
 AA0785
 AA0785.The dynamic height is computed by dividing the NAVD 88
 AA0785.geopotential number by the normal gravity value computed on the
 AA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0785.degrees latitude (g = 980.6199 gals.).
 AA0785
 AA0785.The modeled gravity was interpolated from observed gravity values.
 AA0785
 AA0785;                    North         East    Units  Estimated Accuracy
 AA0785;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0785
 AA0785                          SUPERSEDED SURVEY CONTROL
 AA0785
 AA0785  NGVD 29 (09/01/92)    2.829  (m)            9.28   (f) ADJUSTED    1 2
 AA0785
 AA0785.Superseded values are not recommended for survey control.
 AA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0785.See file dsdata.txt to determine how the superseded data were derived.
 AA0785
 AA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0785_MARKER: DJ = TIDAL STATION DISK
 AA0785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0785_SP_SET: BRIDGE ABUTMENT FOUNDATION
 AA0785_STAMPING: 4401 E 1982
 AA0785_MARK LOGO: NOS   
 AA0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0785
 AA0785  HISTORY     - Date     Condition        Report By
 AA0785  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0785  HISTORY     - 19881108 GOOD             FLDNR
 AA0785  HISTORY     - 1989     GOOD             USPSQD
 AA0785
 AA0785                          STATION DESCRIPTION
 AA0785
 AA0785'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0785'13.85 MI NE FROM KEY WEST.
 AA0785'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0785'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0785'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 24.1 FEET SOUTHEAST
 AA0785'OF THE CENTERLINE OF U.S. 1, 0.6 FOOT NORTHWEST OF THE
 AA0785'NORTHWEST EDGE OF AN AQUEDUCT PIPE, AND 1.3 FEET SOUTHWEST OF THE
 AA0785'SOUTHWEST EDGE OF THE BRIDGE CHEEKWALL.
 AA0785'THE MARK IS 5 FT BELOW HIGHWAY.
 AA0785
 AA0785                          STATION RECOVERY (1988)
 AA0785
 AA0785'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0785'RECOVERED IN GOOD CONDITION.
 AA0785
 AA0785                          STATION RECOVERY (1989)
 AA0785
 AA0785'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0783 ***********************************************************************
 AA0783  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0783  DESIGNATION -  872 4401 TIDAL 1
 AA0783  PID         -  AA0783
 AA0783  STATE/COUNTY-  FL/MONROE
 AA0783  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0783
 AA0783                         *CURRENT SURVEY CONTROL
 AA0783  ___________________________________________________________________
 AA0783* NAD 83(1986)-  24 37 38.     (N)    081 35 47.     (W)     SCALED    
 AA0783* NAVD 88     -         2.039  (meters)       6.69   (feet)  ADJUSTED  
 AA0783  ___________________________________________________________________
 AA0783  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0783  DYNAMIC HT  -           2.036 (meters)       6.68  (feet)  COMP
 AA0783  MODELED GRAV-     978,964.9   (mgal)                       NAVD 88
 AA0783
 AA0783  VERT ORDER  -  FIRST     CLASS II
 AA0783
 AA0783.The horizontal coordinates were scaled from a topographic map and have
 AA0783.an estimated accuracy of +/- 6 seconds.
 AA0783
 AA0783.The orthometric height was determined by differential leveling
 AA0783.and adjusted by the National Geodetic Survey in May 1994..
 AA0783
 AA0783.This Tidal Bench Mark is designated as VM 7812
 AA0783.by the Center for Operational Oceanographic Products and Services.
 AA0783
 AA0783.The geoid height was determined by GEOID03.
 AA0783
 AA0783.The dynamic height is computed by dividing the NAVD 88
 AA0783.geopotential number by the normal gravity value computed on the
 AA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0783.degrees latitude (g = 980.6199 gals.).
 AA0783
 AA0783.The modeled gravity was interpolated from observed gravity values.
 AA0783
 AA0783;                    North         East    Units  Estimated Accuracy
 AA0783;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0783
 AA0783                          SUPERSEDED SURVEY CONTROL
 AA0783
 AA0783  NAVD 88 (06/15/91)    2.037  (m)            6.68   (f) UNKNOWN     1 2
 AA0783  NGVD 29 (09/01/92)    2.451  (m)            8.04   (f) ADJUSTED    1 2
 AA0783
 AA0783.Superseded values are not recommended for survey control.
 AA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0783.See file dsdata.txt to determine how the superseded data were derived.
 AA0783
 AA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0783_MARKER: DJ = TIDAL STATION DISK
 AA0783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0783_SP_SET: CONCRETE BRIDGE WINGWALL
 AA0783_STAMPING: NO.1 1975
 AA0783_MARK LOGO: NOS   
 AA0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0783+STABILITY: SURFACE MOTION
 AA0783
 AA0783  HISTORY     - Date     Condition        Report By
 AA0783  HISTORY     - 1975     MONUMENTED       NOS
 AA0783  HISTORY     - 1982     GOOD             FLDNR
 AA0783  HISTORY     - 19881108 GOOD             FLDNR
 AA0783
 AA0783                          STATION DESCRIPTION
 AA0783
 AA0783'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0783'13.85 MI NE FROM KEY WEST.
 AA0783'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0783'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0783'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 17 FEET NORTHWEST OF
 AA0783'THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING
 AA0783'PIER, 44 FEET SOUTH OF THE NORTH END OF THE WINGWALL, AND 4.5
 AA0783'FEET NORTHWEST OF A GUARDRAIL.
 AA0783'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0783
 AA0783                          STATION RECOVERY (1988)
 AA0783
 AA0783'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0784 ***********************************************************************
 AA0784  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0784  DESIGNATION -  872 4401 TIDAL 2
 AA0784  PID         -  AA0784
 AA0784  STATE/COUNTY-  FL/MONROE
 AA0784  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0784
 AA0784                         *CURRENT SURVEY CONTROL
 AA0784  ___________________________________________________________________
 AA0784* NAD 83(1986)-  24 37 38.     (N)    081 35 47.     (W)     SCALED    
 AA0784* NAVD 88     -         0.863  (meters)       2.83   (feet)  ADJUSTED  
 AA0784  ___________________________________________________________________
 AA0784  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0784  DYNAMIC HT  -           0.862 (meters)       2.83  (feet)  COMP
 AA0784  MODELED GRAV-     978,964.9   (mgal)                       NAVD 88
 AA0784
 AA0784  VERT ORDER  -  FIRST     CLASS II
 AA0784
 AA0784.The horizontal coordinates were scaled from a topographic map and have
 AA0784.an estimated accuracy of +/- 6 seconds.
 AA0784
 AA0784.The orthometric height was determined by differential leveling
 AA0784.and adjusted by the National Geodetic Survey in May 1994..
 AA0784
 AA0784.This Tidal Bench Mark is designated as VM 7813
 AA0784.by the Center for Operational Oceanographic Products and Services.
 AA0784
 AA0784.The geoid height was determined by GEOID03.
 AA0784
 AA0784.The dynamic height is computed by dividing the NAVD 88
 AA0784.geopotential number by the normal gravity value computed on the
 AA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0784.degrees latitude (g = 980.6199 gals.).
 AA0784
 AA0784.The modeled gravity was interpolated from observed gravity values.
 AA0784
 AA0784;                    North         East    Units  Estimated Accuracy
 AA0784;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0784
 AA0784                          SUPERSEDED SURVEY CONTROL
 AA0784
 AA0784  NAVD 88 (06/15/91)    0.860  (m)            2.82   (f) UNKNOWN     1 2
 AA0784  NGVD 29 (09/01/92)    1.275  (m)            4.18   (f) ADJUSTED    1 2
 AA0784
 AA0784.Superseded values are not recommended for survey control.
 AA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0784.See file dsdata.txt to determine how the superseded data were derived.
 AA0784
 AA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0784_MARKER: DJ = TIDAL STATION DISK
 AA0784_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0784_SP_SET: CONCRETE WINGWALL
 AA0784_STAMPING: NO.2 1975
 AA0784_MARK LOGO: NOS   
 AA0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0784+STABILITY: SURFACE MOTION
 AA0784
 AA0784  HISTORY     - Date     Condition        Report By
 AA0784  HISTORY     - 1975     MONUMENTED       NOS
 AA0784  HISTORY     - 1982     GOOD             FLDNR
 AA0784  HISTORY     - 19881108 GOOD             FLDNR
 AA0784
 AA0784                          STATION DESCRIPTION
 AA0784
 AA0784'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0784'13.85 MI NE FROM KEY WEST.
 AA0784'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0784'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0784'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 39 FEET SOUTHEAST OF
 AA0784'THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING
 AA0784'PIER, AND 20 FEET NORTH OF THE SOUTH END OF THE WINGWALL.
 AA0784'THE MARK IS 4 FT BELOW OLD BRIDGE.
 AA0784
 AA0784                          STATION RECOVERY (1988)
 AA0784
 AA0784'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0775 ***********************************************************************
 AA0775  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0775  DESIGNATION -  872 4405 F TIDAL
 AA0775  PID         -  AA0775
 AA0775  STATE/COUNTY-  FL/MONROE
 AA0775  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0775
 AA0775                         *CURRENT SURVEY CONTROL
 AA0775  ___________________________________________________________________
 AA0775* NAD 83(1999)-  24 37 25.26154(N)    081 36 06.39476(W)     ADJUSTED  
 AA0775* NAVD 88     -         4.548  (meters)      14.92   (feet)  ADJUSTED  
 AA0775  ___________________________________________________________________
 AA0775  X           -     847,321.446 (meters)                     COMP
 AA0775  Y           -  -5,739,280.827 (meters)                     COMP
 AA0775  Z           -   2,641,230.681 (meters)                     COMP
 AA0775  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AA0775  ELLIP HEIGHT-         -17.13  (meters)          (06/19/01) GPS OBS
 AA0775  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0775  DYNAMIC HT  -           4.540 (meters)      14.89  (feet)  COMP
 AA0775  MODELED GRAV-     978,964.5   (mgal)                       NAVD 88
 AA0775
 AA0775  HORZ ORDER  -  FIRST
 AA0775  VERT ORDER  -  FIRST     CLASS II
 AA0775  ELLP ORDER  -  FOURTH    CLASS I
 AA0775
 AA0775.The horizontal coordinates were established by GPS observations
 AA0775.and adjusted by the National Geodetic Survey in June 2001..
 AA0775
 AA0775.The orthometric height was determined by differential leveling
 AA0775.and adjusted by the National Geodetic Survey in May 1994..
 AA0775
 AA0775.This Tidal Bench Mark is designated as VM 7821
 AA0775.by the Center for Operational Oceanographic Products and Services.
 AA0775
 AA0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0775
 AA0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0775
 AA0775.The ellipsoidal height was determined by GPS observations
 AA0775.and is referenced to NAD 83.
 AA0775
 AA0775.The geoid height was determined by GEOID03.
 AA0775
 AA0775.The dynamic height is computed by dividing the NAVD 88
 AA0775.geopotential number by the normal gravity value computed on the
 AA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0775.degrees latitude (g = 980.6199 gals.).
 AA0775
 AA0775.The modeled gravity was interpolated from observed gravity values.
 AA0775
 AA0775;                    North         East     Units Scale Factor Converg.
 AA0775;SPC FL E     -    32,292.149   139,069.751   MT  0.99998701   -0 15 02.7
 AA0775;SPC FL E     -   105,945.16    456,264.67   sFT  0.99998701   -0 15 02.7
 AA0775;UTM  17      - 2,723,413.113   439,090.540   MT  0.99964582   -0 15 02.7
 AA0775
 AA0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0775!SPC FL E     -   1.00000269  x   0.99998701  =   0.99998970
 AA0775!UTM  17      -   1.00000269  x   0.99964582  =   0.99964851
 AA0775
 AA0775                          SUPERSEDED SURVEY CONTROL
 AA0775
 AA0775  NAD 83(1990)-  24 37 25.26000(N)    081 36 06.39473(W) AD(       ) 1
 AA0775  ELLIP H (07/31/95)  -17.02   (m)                       GP(       ) 4 1
 AA0775  NAVD 88 (06/15/91)    4.549  (m)           14.92   (f) UNKNOWN     1 2
 AA0775  NGVD 29 (09/01/92)    4.963  (m)           16.28   (f) ADJUSTED    1 2
 AA0775
 AA0775.Superseded values are not recommended for survey control.
 AA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0775.See file dsdata.txt to determine how the superseded data were derived.
 AA0775
 AA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3909123413(NAD 83)
 AA0775_MARKER: DD = SURVEY DISK
 AA0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0775_SP_SET: COCNRETE BRIDGE GUARDRAIL
 AA0775_STAMPING: 4405 F
 AA0775_MARK LOGO: FLDT  
 AA0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0775+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1994
 AA0775
 AA0775  HISTORY     - Date     Condition        Report By
 AA0775  HISTORY     - UNK      MONUMENTED       FLDT
 AA0775  HISTORY     - 1982     GOOD             FLDNR
 AA0775  HISTORY     - 19881108 GOOD             FLDNR
 AA0775  HISTORY     - 19940216 GOOD             KEISCH
 AA0775
 AA0775                          STATION DESCRIPTION
 AA0775
 AA0775'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0775'13.45 MI NE FROM KEY WEST.
 AA0775'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0775'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0775'SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.  THE MARK BEARS
 AA0775'23.3 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.5 FOOT
 AA0775'NORTHEAST OF THE NORTHEAST ABUTMENT, 10.5 FEET SOUTHWEST OF THE
 AA0775'NORTHEAST END OF THE GUARDRAIL, AND 4.9 FEET NORTHWEST OF THE
 AA0775'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0775'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0775
 AA0775                          STATION RECOVERY (1988)
 AA0775
 AA0775'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0775'RECOVERED IN GOOD CONDITION.
 AA0775
 AA0775                          STATION RECOVERY (1994)
 AA0775
 AA0775'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (RTS)
 AA0775'THE STATION IS LOCATED WEST OF SUGARLOAF KEY ON SADDLE BUNCH KEY AT
 AA0775'THE EAST SIDE OF THE U.S. 1 BRIDGE OVER SADDLEBUNCH NO. 3 CHANNEL IN
 AA0775'MONROE COUNTY, FLORIDA. TO REACH THE STATION FROM THE POST OFFICE ON
 AA0775'SUGARLOAF KEY, GO WEST ON U.S. 1 FOR 2.8 MI (4.5 KM) TO EAST END OF
 AA0775'THE BRIDGE OVER SADDLEBUNCH NO. 3 CHANNEL AND THE STATION ON THE LEFT.
 AA0775'THE STATION LIES IN THE SOUTHEAST CORNER OF THE BRIDGE, 0.2 MI (0.3
 AA0775'KM) EAST OF MILE MARKER 14, 20 FT (6.1 M) EAST OF THE GUARDRAIL
 AA0775'BLOCKING THE OLD BRIDGE, 26 FT (7.9 M) NORTH OF THE CENTERLINE OF THE
 AA0775'OLD ROAD, AND 22 FT (6.7 M) SOUTH OF THE CENTERLINE OF U.S. 1. THE
 AA0775'STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISC SET IN A
 AA0775'CONCRETE BRIDGE RAIL, STAMPED "4405 F." REFERENCES-- FOUND NOS SURVEY
 AA0775'DISC SET IN A CONCRETE RETAINING WALL OF A BRIDGE, STAMPED "NO 1
 AA0775'1975," MAGNETIC AZIMUTH OF 227 DEGREES AT 38.91 FT (11.86 M) . KEITH
 AA0775'AND SCHNARS NAIL AND DISC, SET IN THE TOP OF A WOOD GUARDRAIL POST,
 AA0775'MAGNETIC AZIMUTH OF 70 DEGREES AT 34.79 FT (10.60 M) . KEITH AND
 AA0775'SCHNARS NAIL AND DISC, SET IN ASPHALT PAVEMENT, MAGNETIC AZIMUTH OF
 AA0775'348 DEGREES AT 8.84 FT (2.69 M) . SET CARSONITE WITNESS POST, MAGNETIC
 AA0775'AZIMUTH OF 76 DEGREES AT 16.4 FT (5.0 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1663 ***********************************************************************
 AA1663  DESIGNATION -  872 4405 G TIDAL
 AA1663  PID         -  AA1663
 AA1663  STATE/COUNTY-  FL/MONROE
 AA1663  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA1663
 AA1663                         *CURRENT SURVEY CONTROL
 AA1663  ___________________________________________________________________
 AA1663* NAD 83(1986)-  24 37 22.     (N)    081 36 12.     (W)     SCALED    
 AA1663* NAVD 88     -         3.702  (meters)      12.15   (feet)  ADJUSTED  
 AA1663  ___________________________________________________________________
 AA1663  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA1663  DYNAMIC HT  -           3.696 (meters)      12.13  (feet)  COMP
 AA1663  MODELED GRAV-     978,964.3   (mgal)                       NAVD 88
 AA1663
 AA1663  VERT ORDER  -  FIRST     CLASS II
 AA1663
 AA1663.The horizontal coordinates were scaled from a topographic map and have
 AA1663.an estimated accuracy of +/- 6 seconds.
 AA1663
 AA1663.The orthometric height was determined by differential leveling
 AA1663.and adjusted by the National Geodetic Survey in May 1994..
 AA1663
 AA1663.The geoid height was determined by GEOID03.
 AA1663
 AA1663.The dynamic height is computed by dividing the NAVD 88
 AA1663.geopotential number by the normal gravity value computed on the
 AA1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1663.degrees latitude (g = 980.6199 gals.).
 AA1663
 AA1663.The modeled gravity was interpolated from observed gravity values.
 AA1663
 AA1663;                    North         East    Units  Estimated Accuracy
 AA1663;SPC FL E     -    32,190.      138,910.      MT  (+/- 180 meters Scaled)
 AA1663
 AA1663                          SUPERSEDED SURVEY CONTROL
 AA1663
 AA1663  NGVD 29 (09/01/92)    4.117  (m)           13.51   (f) ADJUSTED    1 2
 AA1663
 AA1663.Superseded values are not recommended for survey control.
 AA1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1663.See file dsdata.txt to determine how the superseded data were derived.
 AA1663
 AA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389233(NAD 83)
 AA1663_MARKER: DJ = TIDAL STATION DISK
 AA1663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1663_SP_SET: CONCRETE WINGWALL
 AA1663_STAMPING: 4405 G 1988
 AA1663_MARK LOGO: NOS   
 AA1663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1663+STABILITY: SURFACE MOTION
 AA1663
 AA1663  HISTORY     - Date     Condition        Report By
 AA1663  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1663
 AA1663                          STATION DESCRIPTION
 AA1663
 AA1663'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1663'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1663'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1663'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1663'BOULEVARD, TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 17.05 KM
 AA1663'(10.60 MI) ON THE SOUTHWEST END OF THE BRIDGE OVER SADDLEBUNCH NUMBER
 AA1663'3 CHANNEL AND THE MARK, SET FLUSH IN THE TOP OF THE CHEEKWALL
 AA1663'(WINGWALL) THAT SUPPORTS THE WATER LINE.  LOCATED 7.44 M (24.41 FT)
 AA1663'SOUTH-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 1, 3.26 M (10.70
 AA1663'FT) EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE
 AA1663'GUARDRAIL AND 0.15 M (0.49 FT) SOUTH-SOUTHEAST OF THE SOUTH SIDE OF
 AA1663'THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0774 ***********************************************************************
 AA0774  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0774  DESIGNATION -  872 4405 TIDAL 1
 AA0774  PID         -  AA0774
 AA0774  STATE/COUNTY-  FL/MONROE
 AA0774  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0774
 AA0774                         *CURRENT SURVEY CONTROL
 AA0774  ___________________________________________________________________
 AA0774* NAD 83(1986)-  24 37 26.     (N)    081 36 11.     (W)     SCALED    
 AA0774* NAVD 88     -         2.110  (meters)       6.92   (feet)  ADJUSTED  
 AA0774  ___________________________________________________________________
 AA0774  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0774  DYNAMIC HT  -           2.107 (meters)       6.91  (feet)  COMP
 AA0774  MODELED GRAV-     978,964.5   (mgal)                       NAVD 88
 AA0774
 AA0774  VERT ORDER  -  FIRST     CLASS II
 AA0774
 AA0774.The horizontal coordinates were scaled from a topographic map and have
 AA0774.an estimated accuracy of +/- 6 seconds.
 AA0774
 AA0774.The orthometric height was determined by differential leveling
 AA0774.and adjusted by the National Geodetic Survey in June 1991..
 AA0774
 AA0774.This Tidal Bench Mark is designated as VM 7816
 AA0774.by the Center for Operational Oceanographic Products and Services.
 AA0774
 AA0774.The geoid height was determined by GEOID03.
 AA0774
 AA0774.The dynamic height is computed by dividing the NAVD 88
 AA0774.geopotential number by the normal gravity value computed on the
 AA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0774.degrees latitude (g = 980.6199 gals.).
 AA0774
 AA0774.The modeled gravity was interpolated from observed gravity values.
 AA0774
 AA0774;                    North         East    Units  Estimated Accuracy
 AA0774;SPC FL E     -    32,320.      138,940.      MT  (+/- 180 meters Scaled)
 AA0774
 AA0774                          SUPERSEDED SURVEY CONTROL
 AA0774
 AA0774  NGVD 29 (09/01/92)    2.525  (m)            8.28   (f) ADJUSTED    1 2
 AA0774
 AA0774.Superseded values are not recommended for survey control.
 AA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0774.See file dsdata.txt to determine how the superseded data were derived.
 AA0774
 AA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389234(NAD 83)
 AA0774_MARKER: DJ = TIDAL STATION DISK
 AA0774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0774_SP_SET: CONCRETE WINGWALL
 AA0774_STAMPING: NO.1 1975
 AA0774_MARK LOGO: NOS   
 AA0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0774+STABILITY: SURFACE MOTION
 AA0774
 AA0774  HISTORY     - Date     Condition        Report By
 AA0774  HISTORY     - 1975     MONUMENTED       NOS
 AA0774  HISTORY     - 1982     GOOD             FLDNR
 AA0774  HISTORY     - 19881108 GOOD             FLDNR
 AA0774  HISTORY     - 1989     GOOD             USPSQD
 AA0774
 AA0774                          STATION DESCRIPTION
 AA0774
 AA0774'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0774'13.45 MI NE FROM KEY WEST.
 AA0774'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0774'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE
 AA0774'BRIDGE OVER SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.
 AA0774'THE MARK IS SET IN THE NORTH WINGWALL OF THE OLD HIGHWAY
 AA0774'BRIDGE, NOW USED AS A FISHING PIER, 15 FEET NORTHWEST OF THE
 AA0774'CENTERLINE OF THE OLD BRIDGE.
 AA0774'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0774
 AA0774                          STATION RECOVERY (1988)
 AA0774
 AA0774'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0774'RECOVERED IN GOOD CONDITION.
 AA0774
 AA0774                          STATION RECOVERY (1989)
 AA0774
 AA0774'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0773 ***********************************************************************
 AA0773  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0773  DESIGNATION -  872 4405 TIDAL 2
 AA0773  PID         -  AA0773
 AA0773  STATE/COUNTY-  FL/MONROE
 AA0773  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0773
 AA0773                         *CURRENT SURVEY CONTROL
 AA0773  ___________________________________________________________________
 AA0773* NAD 83(1986)-  24 37 26.     (N)    081 36 11.     (W)     SCALED    
 AA0773* NAVD 88     -         2.103  (meters)       6.90   (feet)  ADJUSTED  
 AA0773  ___________________________________________________________________
 AA0773  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0773  DYNAMIC HT  -           2.099 (meters)       6.89  (feet)  COMP
 AA0773  MODELED GRAV-     978,964.5   (mgal)                       NAVD 88
 AA0773
 AA0773  VERT ORDER  -  FIRST     CLASS II
 AA0773
 AA0773.The horizontal coordinates were scaled from a topographic map and have
 AA0773.an estimated accuracy of +/- 6 seconds.
 AA0773
 AA0773.The orthometric height was determined by differential leveling
 AA0773.and adjusted by the National Geodetic Survey in June 1991..
 AA0773
 AA0773.This Tidal Bench Mark is designated as VM 7817
 AA0773.by the Center for Operational Oceanographic Products and Services.
 AA0773
 AA0773.The geoid height was determined by GEOID03.
 AA0773
 AA0773.The dynamic height is computed by dividing the NAVD 88
 AA0773.geopotential number by the normal gravity value computed on the
 AA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0773.degrees latitude (g = 980.6199 gals.).
 AA0773
 AA0773.The modeled gravity was interpolated from observed gravity values.
 AA0773
 AA0773;                    North         East    Units  Estimated Accuracy
 AA0773;SPC FL E     -    32,320.      138,940.      MT  (+/- 180 meters Scaled)
 AA0773
 AA0773                          SUPERSEDED SURVEY CONTROL
 AA0773
 AA0773  NGVD 29 (09/01/92)    2.518  (m)            8.26   (f) ADJUSTED    1 2
 AA0773
 AA0773.Superseded values are not recommended for survey control.
 AA0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0773.See file dsdata.txt to determine how the superseded data were derived.
 AA0773
 AA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389234(NAD 83)
 AA0773_MARKER: DJ = TIDAL STATION DISK
 AA0773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0773_SP_SET: CONCRETE WINGWALL
 AA0773_STAMPING: NO. 2 1975
 AA0773_MARK LOGO: NOS   
 AA0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0773+STABILITY: SURFACE MOTION
 AA0773
 AA0773  HISTORY     - Date     Condition        Report By
 AA0773  HISTORY     - 1975     MONUMENTED       NOS
 AA0773  HISTORY     - 1982     GOOD             FLDNR
 AA0773  HISTORY     - 19881108 GOOD             FLDNR
 AA0773  HISTORY     - 1989     GOOD             USPSQD
 AA0773
 AA0773                          STATION DESCRIPTION
 AA0773
 AA0773'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0773'13.45 MI NE FROM KEY WEST.
 AA0773'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0773'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0773'SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.  THE MARK BEARS
 AA0773'15.5 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE,
 AA0773'NOW USED AS A FISHING PIER, AND 3.5 FEET SOUTHEAST OF THE
 AA0773'SOUTHEAST EDGE OF THE OLD BRIDGE.
 AA0773'THE MARK IS 1 FT BELOW OLD BRIDGE.
 AA0773
 AA0773                          STATION RECOVERY (1988)
 AA0773
 AA0773'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0773'RECOVERED IN GOOD CONDITION.
 AA0773
 AA0773                          STATION RECOVERY (1989)
 AA0773
 AA0773'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0776 ***********************************************************************
 AA0776  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0776  DESIGNATION -  872 4405 TIDAL 3
 AA0776  PID         -  AA0776
 AA0776  STATE/COUNTY-  FL/MONROE
 AA0776  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0776
 AA0776                         *CURRENT SURVEY CONTROL
 AA0776  ___________________________________________________________________
 AA0776* NAD 83(1986)-  24 37 26.     (N)    081 36 11.     (W)     SCALED    
 AA0776* NAVD 88     -         0.708  (meters)       2.32   (feet)  ADJUSTED  
 AA0776  ___________________________________________________________________
 AA0776  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0776  DYNAMIC HT  -           0.707 (meters)       2.32  (feet)  COMP
 AA0776  MODELED GRAV-     978,964.5   (mgal)                       NAVD 88
 AA0776
 AA0776  VERT ORDER  -  SECOND    CLASS I
 AA0776
 AA0776.The horizontal coordinates were scaled from a topographic map and have
 AA0776.an estimated accuracy of +/- 6 seconds.
 AA0776
 AA0776.The orthometric height was determined by differential leveling
 AA0776.and adjusted by the National Geodetic Survey in June 1991..
 AA0776
 AA0776.This Tidal Bench Mark is designated as VM 7818
 AA0776.by the Center for Operational Oceanographic Products and Services.
 AA0776
 AA0776.The geoid height was determined by GEOID03.
 AA0776
 AA0776.The dynamic height is computed by dividing the NAVD 88
 AA0776.geopotential number by the normal gravity value computed on the
 AA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0776.degrees latitude (g = 980.6199 gals.).
 AA0776
 AA0776.The modeled gravity was interpolated from observed gravity values.
 AA0776
 AA0776;                    North         East    Units  Estimated Accuracy
 AA0776;SPC FL E     -    32,320.      138,940.      MT  (+/- 180 meters Scaled)
 AA0776
 AA0776                          SUPERSEDED SURVEY CONTROL
 AA0776
 AA0776.No superseded survey control is available for this station.
 AA0776
 AA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389234(NAD 83)
 AA0776_MARKER: DJ = TIDAL STATION DISK
 AA0776_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0776_SP_SET: CONCRETE FOOTING
 AA0776_STAMPING: NO 3 1975
 AA0776_MARK LOGO: NOS   
 AA0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0776+STABILITY: SURFACE MOTION
 AA0776
 AA0776  HISTORY     - Date     Condition        Report By
 AA0776  HISTORY     - 1975     MONUMENTED       NOS
 AA0776  HISTORY     - 1982     GOOD             FLDNR
 AA0776
 AA0776                          STATION DESCRIPTION
 AA0776
 AA0776'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0776'13.45 MI NE FROM KEY WEST.
 AA0776'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0776'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0776'SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.  THE MARK IS
 AA0776'SET IN THE CONCRETE FOOTING OF CONCRETE POWER POLE T741 (FIRST
 AA0776'POWER POLE EAST OF THE BRIDGE) AT THE NORTHWEST CORNER OF THE
 AA0776'POLE, AND 42.5 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF THE
 AA0776'OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER.
 AA0776'THE MARK IS 6 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0777 ***********************************************************************
 AA0777  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0777  DESIGNATION -  872 4405 TIDAL 4
 AA0777  PID         -  AA0777
 AA0777  STATE/COUNTY-  FL/MONROE
 AA0777  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0777
 AA0777                         *CURRENT SURVEY CONTROL
 AA0777  ___________________________________________________________________
 AA0777* NAD 83(1986)-  24 37 26.     (N)    081 36 11.     (W)     SCALED    
 AA0777* NAVD 88     -         0.749  (meters)       2.46   (feet)  ADJUSTED  
 AA0777  ___________________________________________________________________
 AA0777  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA0777  DYNAMIC HT  -           0.747 (meters)       2.45  (feet)  COMP
 AA0777  MODELED GRAV-     978,964.5   (mgal)                       NAVD 88
 AA0777
 AA0777  VERT ORDER  -  FIRST     CLASS II
 AA0777
 AA0777.The horizontal coordinates were scaled from a topographic map and have
 AA0777.an estimated accuracy of +/- 6 seconds.
 AA0777
 AA0777.The orthometric height was determined by differential leveling
 AA0777.and adjusted by the National Geodetic Survey in June 1991..
 AA0777
 AA0777.This Tidal Bench Mark is designated as VM 7819
 AA0777.by the Center for Operational Oceanographic Products and Services.
 AA0777
 AA0777.The geoid height was determined by GEOID03.
 AA0777
 AA0777.The dynamic height is computed by dividing the NAVD 88
 AA0777.geopotential number by the normal gravity value computed on the
 AA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0777.degrees latitude (g = 980.6199 gals.).
 AA0777
 AA0777.The modeled gravity was interpolated from observed gravity values.
 AA0777
 AA0777;                    North         East    Units  Estimated Accuracy
 AA0777;SPC FL E     -    32,320.      138,940.      MT  (+/- 180 meters Scaled)
 AA0777
 AA0777                          SUPERSEDED SURVEY CONTROL
 AA0777
 AA0777  NGVD 29 (09/01/92)    1.163  (m)            3.82   (f) ADJUSTED    1 2
 AA0777
 AA0777.Superseded values are not recommended for survey control.
 AA0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0777.See file dsdata.txt to determine how the superseded data were derived.
 AA0777
 AA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389234(NAD 83)
 AA0777_MARKER: DJ = TIDAL STATION DISK
 AA0777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0777_SP_SET: COPPER-CLAD STEEL ROD
 AA0777_STAMPING: NO.4 1975
 AA0777_MARK LOGO: NOS   
 AA0777_PROJECTION: PROJECTING 15 CENTIMETERS
 AA0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0777
 AA0777  HISTORY     - Date     Condition        Report By
 AA0777  HISTORY     - 1975     MONUMENTED       NOS
 AA0777  HISTORY     - 1982     GOOD             FLDNR
 AA0777  HISTORY     - 19881108 GOOD             FLDNR
 AA0777
 AA0777                          STATION DESCRIPTION
 AA0777
 AA0777'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0777'13.55 MI NE FROM KEY WEST.
 AA0777'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0777'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE, GO 0.05 MILE
 AA0777'SOUTHERLY ON BLUE WATER DRIVE TO THE MARK.  THE MARK BEARS 22 FEET
 AA0777'SOUTHEAST OF THE CENTERLINE OF BLUE WATER DRIVE AND 1 FOOT
 AA0777'NORTHWEST OF A WOODEN TELEPHONE POLE.
 AA0777
 AA0777                          STATION RECOVERY (1988)
 AA0777
 AA0777'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0777'RECOVERED IN GOOD CONDITION WITH FOLLOWING NOTE TO DESCRIPTION.  THE
 AA0777'MARK IS 24.53 M (80.48 FT) SOUTHEAST OF A LARGE METAL POWER POLE AND
 AA0777'SET ATOP A COPPER-CLAD STEEL ROD WITH A 0.30 M (0.98 FT) SQUARE
 AA0777'CONCRETE POST POURED AROUND THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0779 ***********************************************************************
 AA0779  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0779  DESIGNATION -  872 4406 F TIDAL
 AA0779  PID         -  AA0779
 AA0779  STATE/COUNTY-  FL/MONROE
 AA0779  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0779
 AA0779                         *CURRENT SURVEY CONTROL
 AA0779  ___________________________________________________________________
 AA0779* NAD 83(1986)-  24 37 08.     (N)    081 36 05.     (W)     SCALED    
 AA0779* NAVD 88     -         1.576  (meters)       5.17   (feet)  ADJUSTED  
 AA0779  ___________________________________________________________________
 AA0779  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0779  DYNAMIC HT  -           1.574 (meters)       5.16  (feet)  COMP
 AA0779  MODELED GRAV-     978,963.9   (mgal)                       NAVD 88
 AA0779
 AA0779  VERT ORDER  -  FIRST     CLASS II
 AA0779
 AA0779.The horizontal coordinates were scaled from a topographic map and have
 AA0779.an estimated accuracy of +/- 6 seconds.
 AA0779
 AA0779.The orthometric height was determined by differential leveling
 AA0779.and adjusted by the National Geodetic Survey in June 1991..
 AA0779
 AA0779.This Tidal Bench Mark is designated as VM 9578
 AA0779.by the Center for Operational Oceanographic Products and Services.
 AA0779
 AA0779.The geoid height was determined by GEOID03.
 AA0779
 AA0779.The dynamic height is computed by dividing the NAVD 88
 AA0779.geopotential number by the normal gravity value computed on the
 AA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0779.degrees latitude (g = 980.6199 gals.).
 AA0779
 AA0779.The modeled gravity was interpolated from observed gravity values.
 AA0779
 AA0779;                    North         East    Units  Estimated Accuracy
 AA0779;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0779
 AA0779                          SUPERSEDED SURVEY CONTROL
 AA0779
 AA0779  NGVD 29 (09/01/92)    1.990  (m)            6.53   (f) ADJUSTED    1 2
 AA0779
 AA0779.Superseded values are not recommended for survey control.
 AA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0779.See file dsdata.txt to determine how the superseded data were derived.
 AA0779
 AA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0779_MARKER: DJ = TIDAL STATION DISK
 AA0779_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0779_SP_SET: CONCRETE PORCH
 AA0779_STAMPING: 4406 F 1982
 AA0779_MARK LOGO: NOS   
 AA0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0779
 AA0779  HISTORY     - Date     Condition        Report By
 AA0779  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0779  HISTORY     - 19881108 GOOD             FLDNR
 AA0779
 AA0779                          STATION DESCRIPTION
 AA0779
 AA0779'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0779'13.95 MI NE FROM KEY WEST.
 AA0779'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0779'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES SOUTHWEST
 AA0779'OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON BLUE
 AA0779'WATER DRIVE TO ITS END.  THE MARK BEARS 4.8 FEET NORTHWEST OF THE
 AA0779'NORTHWEST CORNER OF THE EASTERNMOST DUPLEX APARTMENT BUILDING, 34.9
 AA0779'FEET WEST OF THE NORTHEAST CORNER OF THE DUPLEX APARTMENTS,
 AA0779'AND 22.7 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA0779'UTILITY ROOM.
 AA0779'THE MARK IS 1 FT ABOVE GROUND.
 AA0779
 AA0779                          STATION RECOVERY (1988)
 AA0779
 AA0779'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1678 ***********************************************************************
 AA1678  DESIGNATION -  872 4406 G TIDAL
 AA1678  PID         -  AA1678
 AA1678  STATE/COUNTY-  FL/MONROE
 AA1678  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA1678
 AA1678                         *CURRENT SURVEY CONTROL
 AA1678  ___________________________________________________________________
 AA1678* NAD 83(1986)-  24 37 14.     (N)    081 36 05.     (W)     SCALED    
 AA1678* NAVD 88     -         0.957  (meters)       3.14   (feet)  ADJUSTED  
 AA1678  ___________________________________________________________________
 AA1678  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1678  DYNAMIC HT  -           0.955 (meters)       3.13  (feet)  COMP
 AA1678  MODELED GRAV-     978,964.1   (mgal)                       NAVD 88
 AA1678
 AA1678  VERT ORDER  -  FIRST     CLASS II
 AA1678
 AA1678.The horizontal coordinates were scaled from a topographic map and have
 AA1678.an estimated accuracy of +/- 6 seconds.
 AA1678
 AA1678.The orthometric height was determined by differential leveling
 AA1678.and adjusted by the National Geodetic Survey in May 1994..
 AA1678
 AA1678.The geoid height was determined by GEOID03.
 AA1678
 AA1678.The dynamic height is computed by dividing the NAVD 88
 AA1678.geopotential number by the normal gravity value computed on the
 AA1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1678.degrees latitude (g = 980.6199 gals.).
 AA1678
 AA1678.The modeled gravity was interpolated from observed gravity values.
 AA1678
 AA1678;                    North         East    Units  Estimated Accuracy
 AA1678;SPC FL E     -    31,950.      139,110.      MT  (+/- 180 meters Scaled)
 AA1678
 AA1678                          SUPERSEDED SURVEY CONTROL
 AA1678
 AA1678  NGVD 29 (09/01/92)    1.370  (m)            4.49   (f) ADJUSTED    1 2
 AA1678
 AA1678.Superseded values are not recommended for survey control.
 AA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1678.See file dsdata.txt to determine how the superseded data were derived.
 AA1678
 AA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391230(NAD 83)
 AA1678_MARKER: DJ = TIDAL STATION DISK
 AA1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1678_SP_SET: CONCRETE PAD
 AA1678_STAMPING: 4406 G 1988
 AA1678_MARK LOGO: NOS   
 AA1678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1678
 AA1678  HISTORY     - Date     Condition        Report By
 AA1678  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1678
 AA1678                          STATION DESCRIPTION
 AA1678
 AA1678'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1678'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1678'SOUTHWEST ON U.S. HIGHWAY 1 FOR 4.5 KM (2.80 MI) TO THE INTERSECTION
 AA1678'OF BLUE WATER DRIVETO THE MARKBY 1.21 M (3.97 FT) CONCRETE PADNORTH
 AA1678'OF THE SOUTH END OF BLUE WATER DRIVEEAST OF THE CENTERLINE OF BLUE
 AA1678'WATER DRIVE AND 1.46 M (4.79 FT) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0780 ***********************************************************************
 AA0780  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0780  DESIGNATION -  872 4406 TIDAL 1
 AA0780  PID         -  AA0780
 AA0780  STATE/COUNTY-  FL/MONROE
 AA0780  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0780
 AA0780                         *CURRENT SURVEY CONTROL
 AA0780  ___________________________________________________________________
 AA0780* NAD 83(1986)-  24 37 08.     (N)    081 36 05.     (W)     SCALED    
 AA0780* NAVD 88     -         0.315  (meters)       1.03   (feet)  ADJUSTED  
 AA0780  ___________________________________________________________________
 AA0780  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0780  DYNAMIC HT  -           0.315 (meters)       1.03  (feet)  COMP
 AA0780  MODELED GRAV-     978,963.9   (mgal)                       NAVD 88
 AA0780
 AA0780  VERT ORDER  -  FIRST     CLASS II
 AA0780
 AA0780.The horizontal coordinates were scaled from a topographic map and have
 AA0780.an estimated accuracy of +/- 6 seconds.
 AA0780
 AA0780.The orthometric height was determined by differential leveling
 AA0780.and adjusted by the National Geodetic Survey in June 1991..
 AA0780
 AA0780.This Tidal Bench Mark is designated as VM 9573
 AA0780.by the Center for Operational Oceanographic Products and Services.
 AA0780
 AA0780.The geoid height was determined by GEOID03.
 AA0780
 AA0780.The dynamic height is computed by dividing the NAVD 88
 AA0780.geopotential number by the normal gravity value computed on the
 AA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0780.degrees latitude (g = 980.6199 gals.).
 AA0780
 AA0780.The modeled gravity was interpolated from observed gravity values.
 AA0780
 AA0780;                    North         East    Units  Estimated Accuracy
 AA0780;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0780
 AA0780                          SUPERSEDED SURVEY CONTROL
 AA0780
 AA0780  NGVD 29 (09/01/92)    0.729  (m)            2.39   (f) ADJUSTED    1 2
 AA0780
 AA0780.Superseded values are not recommended for survey control.
 AA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0780.See file dsdata.txt to determine how the superseded data were derived.
 AA0780
 AA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0780_MARKER: DJ = TIDAL STATION DISK
 AA0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0780_SP_SET: COPPER-CLAD STEEL ROD
 AA0780_STAMPING: NO.1 1974
 AA0780_MARK LOGO: NOS   
 AA0780_PROJECTION: FLUSH
 AA0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0780
 AA0780  HISTORY     - Date     Condition        Report By
 AA0780  HISTORY     - 1974     MONUMENTED       NOS
 AA0780  HISTORY     - 1982     GOOD             FLDNR
 AA0780  HISTORY     - 19881108 GOOD             FLDNR
 AA0780
 AA0780                          STATION DESCRIPTION
 AA0780
 AA0780'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0780'13.95 MI NE FROM KEY WEST.
 AA0780'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0780'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES SOUTHWEST
 AA0780'OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON BLUE WATER
 AA0780'DRIVE TO ITS END.  THE MARK BEARS 32 FEET NORTHEAST OF THE
 AA0780'NORTHEAST CORNER OF THE EAST DUPLEX APARTMENT BUILDING AND IS SET
 AA0780'FLUSH AND NEXT TO THE SEAWALL.
 AA0780
 AA0780                          STATION RECOVERY (1988)
 AA0780
 AA0780'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0781 ***********************************************************************
 AA0781  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0781  DESIGNATION -  872 4406 TIDAL 2
 AA0781  PID         -  AA0781
 AA0781  STATE/COUNTY-  FL/MONROE
 AA0781  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0781
 AA0781                         *CURRENT SURVEY CONTROL
 AA0781  ___________________________________________________________________
 AA0781* NAD 83(1986)-  24 37 08.     (N)    081 36 05.     (W)     SCALED    
 AA0781* NAVD 88     -         0.405  (meters)       1.33   (feet)  ADJUSTED  
 AA0781  ___________________________________________________________________
 AA0781  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0781  DYNAMIC HT  -           0.405 (meters)       1.33  (feet)  COMP
 AA0781  MODELED GRAV-     978,963.9   (mgal)                       NAVD 88
 AA0781
 AA0781  VERT ORDER  -  SECOND    CLASS I
 AA0781
 AA0781.The horizontal coordinates were scaled from a topographic map and have
 AA0781.an estimated accuracy of +/- 6 seconds.
 AA0781
 AA0781.The orthometric height was determined by differential leveling
 AA0781.and adjusted by the National Geodetic Survey in June 1991..
 AA0781
 AA0781.This Tidal Bench Mark is designated as VM 9574
 AA0781.by the Center for Operational Oceanographic Products and Services.
 AA0781
 AA0781.The geoid height was determined by GEOID03.
 AA0781
 AA0781.The dynamic height is computed by dividing the NAVD 88
 AA0781.geopotential number by the normal gravity value computed on the
 AA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0781.degrees latitude (g = 980.6199 gals.).
 AA0781
 AA0781.The modeled gravity was interpolated from observed gravity values.
 AA0781
 AA0781;                    North         East    Units  Estimated Accuracy
 AA0781;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0781
 AA0781                          SUPERSEDED SURVEY CONTROL
 AA0781
 AA0781.No superseded survey control is available for this station.
 AA0781
 AA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0781_MARKER: DJ = TIDAL STATION DISK
 AA0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0781_SP_SET: CONCRETE POST
 AA0781_STAMPING: NO 2 1974
 AA0781_MARK LOGO: NOS   
 AA0781_PROJECTION: FLUSH
 AA0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0781+STABILITY: SURFACE MOTION
 AA0781
 AA0781  HISTORY     - Date     Condition        Report By
 AA0781  HISTORY     - 1974     MONUMENTED       NOS
 AA0781  HISTORY     - 1982     GOOD             FLDNR
 AA0781
 AA0781                          STATION DESCRIPTION
 AA0781
 AA0781'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0781'13.95 MI NE FROM KEY WEST.
 AA0781'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0781'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES
 AA0781'SOUTHWEST OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON
 AA0781'BLUE WATER DRIVE TO ITS END.  THE MARK IS EAST OF THE EAST SIDE
 AA0781'OF THE EASTERNMOST DUPLEX APARTMENT BUILDING, 59.5 FEET NORTH
 AA0781'OF THE SOUTH END OF THE SEAWALL, AND 1 FOOT WEST OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0782 ***********************************************************************
 AA0782  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0782  DESIGNATION -  872 4406 TIDAL 3
 AA0782  PID         -  AA0782
 AA0782  STATE/COUNTY-  FL/MONROE
 AA0782  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0782
 AA0782                         *CURRENT SURVEY CONTROL
 AA0782  ___________________________________________________________________
 AA0782* NAD 83(1986)-  24 37 08.     (N)    081 36 05.     (W)     SCALED    
 AA0782* NAVD 88     -         0.499  (meters)       1.64   (feet)  ADJUSTED  
 AA0782  ___________________________________________________________________
 AA0782  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0782  DYNAMIC HT  -           0.498 (meters)       1.63  (feet)  COMP
 AA0782  MODELED GRAV-     978,963.9   (mgal)                       NAVD 88
 AA0782
 AA0782  VERT ORDER  -  FIRST     CLASS II
 AA0782
 AA0782.The horizontal coordinates were scaled from a topographic map and have
 AA0782.an estimated accuracy of +/- 6 seconds.
 AA0782
 AA0782.The orthometric height was determined by differential leveling
 AA0782.and adjusted by the National Geodetic Survey in June 1991..
 AA0782
 AA0782.This Tidal Bench Mark is designated as VM 9575
 AA0782.by the Center for Operational Oceanographic Products and Services.
 AA0782
 AA0782.The geoid height was determined by GEOID03.
 AA0782
 AA0782.The dynamic height is computed by dividing the NAVD 88
 AA0782.geopotential number by the normal gravity value computed on the
 AA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0782.degrees latitude (g = 980.6199 gals.).
 AA0782
 AA0782.The modeled gravity was interpolated from observed gravity values.
 AA0782
 AA0782;                    North         East    Units  Estimated Accuracy
 AA0782;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0782
 AA0782                          SUPERSEDED SURVEY CONTROL
 AA0782
 AA0782  NGVD 29 (09/01/92)    0.913  (m)            3.00   (f) ADJUSTED    1 2
 AA0782
 AA0782.Superseded values are not recommended for survey control.
 AA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0782.See file dsdata.txt to determine how the superseded data were derived.
 AA0782
 AA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0782_MARKER: DJ = TIDAL STATION DISK
 AA0782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0782_SP_SET: COPPER-CLAD STEEL ROD
 AA0782_STAMPING: NO.3 1974
 AA0782_MARK LOGO: NOS   
 AA0782_PROJECTION: FLUSH
 AA0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0782
 AA0782  HISTORY     - Date     Condition        Report By
 AA0782  HISTORY     - 1974     MONUMENTED       NOS
 AA0782  HISTORY     - 1982     GOOD             FLDNR
 AA0782  HISTORY     - 19881108 GOOD             FLDNR
 AA0782
 AA0782                          STATION DESCRIPTION
 AA0782
 AA0782'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0782'13.95 MI NE FROM KEY WEST.
 AA0782'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0782'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES
 AA0782'SOUTHWEST OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON
 AA0782'BLUE WATER DRIVE TO ITS END.  THE MARK IS SOUTHEAST OF THE
 AA0782'SOUTHEAST CORNER OF THE EASTERNMOST DUPLEX APARTMENT BUILDING,
 AA0782'2.7 FEET NORTH OF THE CORNER OF THE SEAWALL AND 1.2 FEET WEST OF
 AA0782'THE SEAWALL.
 AA0782
 AA0782                          STATION RECOVERY (1988)
 AA0782
 AA0782'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0778 ***********************************************************************
 AA0778  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0778  DESIGNATION -  872 4406 TIDAL 5
 AA0778  PID         -  AA0778
 AA0778  STATE/COUNTY-  FL/MONROE
 AA0778  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0778
 AA0778                         *CURRENT SURVEY CONTROL
 AA0778  ___________________________________________________________________
 AA0778* NAD 83(1986)-  24 37 08.     (N)    081 36 05.     (W)     SCALED    
 AA0778* NAVD 88     -         0.854  (meters)       2.80   (feet)  ADJUSTED  
 AA0778  ___________________________________________________________________
 AA0778  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0778  DYNAMIC HT  -           0.852 (meters)       2.80  (feet)  COMP
 AA0778  MODELED GRAV-     978,963.9   (mgal)                       NAVD 88
 AA0778
 AA0778  VERT ORDER  -  FIRST     CLASS II
 AA0778
 AA0778.The horizontal coordinates were scaled from a topographic map and have
 AA0778.an estimated accuracy of +/- 6 seconds.
 AA0778
 AA0778.The orthometric height was determined by differential leveling
 AA0778.and adjusted by the National Geodetic Survey in June 1991..
 AA0778
 AA0778.This Tidal Bench Mark is designated as VM 9577
 AA0778.by the Center for Operational Oceanographic Products and Services.
 AA0778
 AA0778.The geoid height was determined by GEOID03.
 AA0778
 AA0778.The dynamic height is computed by dividing the NAVD 88
 AA0778.geopotential number by the normal gravity value computed on the
 AA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0778.degrees latitude (g = 980.6199 gals.).
 AA0778
 AA0778.The modeled gravity was interpolated from observed gravity values.
 AA0778
 AA0778;                    North         East    Units  Estimated Accuracy
 AA0778;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0778
 AA0778                          SUPERSEDED SURVEY CONTROL
 AA0778
 AA0778  NGVD 29 (09/01/92)    1.268  (m)            4.16   (f) ADJUSTED    1 2
 AA0778
 AA0778.Superseded values are not recommended for survey control.
 AA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0778.See file dsdata.txt to determine how the superseded data were derived.
 AA0778
 AA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0778_MARKER: DJ = TIDAL STATION DISK
 AA0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0778_SP_SET: COPPER-CLAD STEEL ROD
 AA0778_STAMPING: NO.5 1974
 AA0778_MARK LOGO: NOS   
 AA0778_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0778
 AA0778  HISTORY     - Date     Condition        Report By
 AA0778  HISTORY     - 1974     MONUMENTED       NOS
 AA0778  HISTORY     - 1982     GOOD             FLDNR
 AA0778  HISTORY     - 19881108 GOOD             FLDNR
 AA0778
 AA0778                          STATION DESCRIPTION
 AA0778
 AA0778'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0778'13.95 MI NE FROM KEY WEST.
 AA0778'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0778'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES SOUTHWEST
 AA0778'OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON BLUE WATER
 AA0778'DRIVE TO ITS END.  THE MARK IS SOUTH OF THE EXTENDED CENTERLINE
 AA0778'OF BLUE WATER DRIVE, 7 FEET NORTH OF A POWER POLE IN LINE WITH
 AA0778'THE CENTERLINE OF BLUE WATER DRIVE, AND NORTHWEST OF THE NORTHWEST
 AA0778'CORNER OF THE EASTERNMOST DUPLEX APARTMENT BUILDING.
 AA0778
 AA0778                          STATION RECOVERY (1988)
 AA0778
 AA0778'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0764 ***********************************************************************
 AA0764  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0764  DESIGNATION -  872 4417 F TIDAL
 AA0764  PID         -  AA0764
 AA0764  STATE/COUNTY-  FL/MONROE
 AA0764  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0764
 AA0764                         *CURRENT SURVEY CONTROL
 AA0764  ___________________________________________________________________
 AA0764* NAD 83(1986)-  24 36 56.     (N)    081 36 59.     (W)     SCALED    
 AA0764* NAVD 88     -         4.539  (meters)      14.89   (feet)  ADJUSTED  
 AA0764  ___________________________________________________________________
 AA0764  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0764  DYNAMIC HT  -           4.531 (meters)      14.87  (feet)  COMP
 AA0764  MODELED GRAV-     978,963.5   (mgal)                       NAVD 88
 AA0764
 AA0764  VERT ORDER  -  FIRST     CLASS II
 AA0764
 AA0764.The horizontal coordinates were scaled from a topographic map and have
 AA0764.an estimated accuracy of +/- 6 seconds.
 AA0764
 AA0764.The orthometric height was determined by differential leveling
 AA0764.and adjusted by the National Geodetic Survey in June 1991..
 AA0764
 AA0764.This Tidal Bench Mark is designated as VM 9588
 AA0764.by the Center for Operational Oceanographic Products and Services.
 AA0764
 AA0764.The geoid height was determined by GEOID03.
 AA0764
 AA0764.The dynamic height is computed by dividing the NAVD 88
 AA0764.geopotential number by the normal gravity value computed on the
 AA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0764.degrees latitude (g = 980.6199 gals.).
 AA0764
 AA0764.The modeled gravity was interpolated from observed gravity values.
 AA0764
 AA0764;                    North         East    Units  Estimated Accuracy
 AA0764;SPC FL E     -    31,400.      137,590.      MT  (+/- 180 meters Scaled)
 AA0764
 AA0764                          SUPERSEDED SURVEY CONTROL
 AA0764
 AA0764  NGVD 29 (09/01/92)    4.951  (m)           16.24   (f) ADJUSTED    1 2
 AA0764
 AA0764.Superseded values are not recommended for survey control.
 AA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0764.See file dsdata.txt to determine how the superseded data were derived.
 AA0764
 AA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH376225(NAD 83)
 AA0764_MARKER: DB = BENCH MARK DISK
 AA0764_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0764_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0764_STAMPING: 4417 F
 AA0764_MARK LOGO: FLDT  
 AA0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0764
 AA0764  HISTORY     - Date     Condition        Report By
 AA0764  HISTORY     - UNK      MONUMENTED       FLDT
 AA0764  HISTORY     - 1982     GOOD             FLDNR
 AA0764  HISTORY     - 19881108 GOOD             FLDNR
 AA0764  HISTORY     - 1989     GOOD             USPSQD
 AA0764
 AA0764                          STATION DESCRIPTION
 AA0764
 AA0764'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0764'12.4 MI NE FROM KEY WEST.
 AA0764'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES NORTHEAST ON
 AA0764'U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4 CHANNEL.  THE
 AA0764'MARK BEARS 23.2 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.9
 AA0764'FOOT NORTHEAST OF THE NORTHEAST ABUTMENT, 10.35 FEET SOUTHWEST OF
 AA0764'THE NORTHEAST END OF THE GUARDRAIL, AND 4.9 FEET NORTHWEST OF THE
 AA0764'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0764'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0764
 AA0764                          STATION RECOVERY (1988)
 AA0764
 AA0764'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0764'RECOVERED IN GOOD CONDITION.
 AA0764
 AA0764                          STATION RECOVERY (1989)
 AA0764
 AA0764'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0766 ***********************************************************************
 AA0766  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0766  DESIGNATION -  872 4417 G TIDAL
 AA0766  PID         -  AA0766
 AA0766  STATE/COUNTY-  FL/MONROE
 AA0766  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0766
 AA0766                         *CURRENT SURVEY CONTROL
 AA0766  ___________________________________________________________________
 AA0766* NAD 83(1986)-  24 36 54.     (N)    081 37 07.     (W)     SCALED    
 AA0766* NAVD 88     -         4.521  (meters)      14.83   (feet)  ADJUSTED  
 AA0766  ___________________________________________________________________
 AA0766  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0766  DYNAMIC HT  -           4.513 (meters)      14.81  (feet)  COMP
 AA0766  MODELED GRAV-     978,963.6   (mgal)                       NAVD 88
 AA0766
 AA0766  VERT ORDER  -  FIRST     CLASS II
 AA0766
 AA0766.The horizontal coordinates were scaled from a topographic map and have
 AA0766.an estimated accuracy of +/- 6 seconds.
 AA0766
 AA0766.The orthometric height was determined by differential leveling
 AA0766.and adjusted by the National Geodetic Survey in June 1991..
 AA0766
 AA0766.This Tidal Bench Mark is designated as VM 9589
 AA0766.by the Center for Operational Oceanographic Products and Services.
 AA0766
 AA0766.The geoid height was determined by GEOID03.
 AA0766
 AA0766.The dynamic height is computed by dividing the NAVD 88
 AA0766.geopotential number by the normal gravity value computed on the
 AA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0766.degrees latitude (g = 980.6199 gals.).
 AA0766
 AA0766.The modeled gravity was interpolated from observed gravity values.
 AA0766
 AA0766;                    North         East    Units  Estimated Accuracy
 AA0766;SPC FL E     -    31,340.      137,360.      MT  (+/- 180 meters Scaled)
 AA0766
 AA0766                          SUPERSEDED SURVEY CONTROL
 AA0766
 AA0766  NGVD 29 (09/01/92)    4.931  (m)           16.18   (f) ADJUSTED    1 2
 AA0766
 AA0766.Superseded values are not recommended for survey control.
 AA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0766.See file dsdata.txt to determine how the superseded data were derived.
 AA0766
 AA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH373224(NAD 83)
 AA0766_MARKER: DB = BENCH MARK DISK
 AA0766_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0766_SP_SET: BRIDGE GUARDRAIL
 AA0766_STAMPING: 4417 G
 AA0766_MARK LOGO: NOS   
 AA0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0766
 AA0766  HISTORY     - Date     Condition        Report By
 AA0766  HISTORY     - UNK      MONUMENTED       FLDT
 AA0766  HISTORY     - 1982     GOOD             FLDNR
 AA0766  HISTORY     - 19881108 GOOD             FLDNR
 AA0766  HISTORY     - 1989     GOOD             USPSQD
 AA0766
 AA0766                          STATION DESCRIPTION
 AA0766
 AA0766'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0766'12.4 MI NE FROM KEY WEST.
 AA0766'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES NORTHEAST
 AA0766'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4 CHANNEL.
 AA0766'THE MARK IS AT THE SOUTHWEST END OF THE BRIDGE, 22.9 FEET SOUTHEAST
 AA0766'OF THE CENTERLINE OF U.S. 1, 0.8 FOOT SOUTHWEST OF THE SOUTHWEST
 AA0766'ABUTMENT, 10.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL,
 AA0766'AND 4.9 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0766'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0766
 AA0766                          STATION RECOVERY (1988)
 AA0766
 AA0766'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0766'RECOVERED IN GOOD CONDITION.
 AA0766
 AA0766                          STATION RECOVERY (1989)
 AA0766
 AA0766'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0772 ***********************************************************************
 AA0772  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0772  DESIGNATION -  872 4417 TIDAL 1
 AA0772  PID         -  AA0772
 AA0772  STATE/COUNTY-  FL/MONROE
 AA0772  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0772
 AA0772                         *CURRENT SURVEY CONTROL
 AA0772  ___________________________________________________________________
 AA0772* NAD 83(1986)-  24 36 56.     (N)    081 36 59.     (W)     SCALED    
 AA0772* NAVD 88     -         0.406  (meters)       1.33   (feet)  ADJUSTED  
 AA0772  ___________________________________________________________________
 AA0772  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0772  DYNAMIC HT  -           0.406 (meters)       1.33  (feet)  COMP
 AA0772  MODELED GRAV-     978,963.5   (mgal)                       NAVD 88
 AA0772
 AA0772  VERT ORDER  -  FIRST     CLASS II
 AA0772
 AA0772.The horizontal coordinates were scaled from a topographic map and have
 AA0772.an estimated accuracy of +/- 6 seconds.
 AA0772
 AA0772.The orthometric height was determined by differential leveling
 AA0772.and adjusted by the National Geodetic Survey in May 1994..
 AA0772
 AA0772.This Tidal Bench Mark is designated as VM 9584
 AA0772.by the Center for Operational Oceanographic Products and Services.
 AA0772
 AA0772.The geoid height was determined by GEOID03.
 AA0772
 AA0772.The dynamic height is computed by dividing the NAVD 88
 AA0772.geopotential number by the normal gravity value computed on the
 AA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0772.degrees latitude (g = 980.6199 gals.).
 AA0772
 AA0772.The modeled gravity was interpolated from observed gravity values.
 AA0772
 AA0772;                    North         East    Units  Estimated Accuracy
 AA0772;SPC FL E     -    31,400.      137,590.      MT  (+/- 180 meters Scaled)
 AA0772
 AA0772                          SUPERSEDED SURVEY CONTROL
 AA0772
 AA0772  NAVD 88 (06/15/91)    0.405  (m)            1.33   (f) UNKNOWN     1 2
 AA0772  NGVD 29 (09/01/92)    0.818  (m)            2.68   (f) ADJUSTED    1 2
 AA0772
 AA0772.Superseded values are not recommended for survey control.
 AA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0772.See file dsdata.txt to determine how the superseded data were derived.
 AA0772
 AA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH376225(NAD 83)
 AA0772_MARKER: DJ = TIDAL STATION DISK
 AA0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0772_SP_SET: CONCRETE WINGWALL
 AA0772_STAMPING: NO.1 1974
 AA0772_MARK LOGO: NOS   
 AA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0772+STABILITY: SURFACE MOTION
 AA0772
 AA0772  HISTORY     - Date     Condition        Report By
 AA0772  HISTORY     - 1974     MONUMENTED       NOS
 AA0772  HISTORY     - 1982     GOOD             FLDNR
 AA0772  HISTORY     - 19881108 GOOD             FLDNR
 AA0772
 AA0772                          STATION DESCRIPTION
 AA0772
 AA0772'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0772'12.4 MI NE FROM KEY WEST.
 AA0772'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES
 AA0772'NORTHEAST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4
 AA0772'CHANNEL.  THE MARK IS SET IN THE WINGWALL OF THE OLD HIGHWAY
 AA0772'BRIDGE, NOW USED AS A FISHING PIER, 46.0 FEET SOUTHEAST OF THE
 AA0772'CENTERLINE OF THE OLD BRIDGE.
 AA0772'THE MARK IS 9 FT BELOW OLD BRIDGE.
 AA0772
 AA0772                          STATION RECOVERY (1988)
 AA0772
 AA0772'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0765 ***********************************************************************
 AA0765  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0765  DESIGNATION -  872 4417 TIDAL 3
 AA0765  PID         -  AA0765
 AA0765  STATE/COUNTY-  FL/MONROE
 AA0765  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0765
 AA0765                         *CURRENT SURVEY CONTROL
 AA0765  ___________________________________________________________________
 AA0765* NAD 83(1986)-  24 36 56.     (N)    081 36 59.     (W)     SCALED    
 AA0765* NAVD 88     -         3.234  (meters)      10.61   (feet)  ADJUSTED  
 AA0765  ___________________________________________________________________
 AA0765  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0765  DYNAMIC HT  -           3.228 (meters)      10.59  (feet)  COMP
 AA0765  MODELED GRAV-     978,963.5   (mgal)                       NAVD 88
 AA0765
 AA0765  VERT ORDER  -  FIRST     CLASS II
 AA0765
 AA0765.The horizontal coordinates were scaled from a topographic map and have
 AA0765.an estimated accuracy of +/- 6 seconds.
 AA0765
 AA0765.The orthometric height was determined by differential leveling
 AA0765.and adjusted by the National Geodetic Survey in May 1994..
 AA0765
 AA0765.This Tidal Bench Mark is designated as VM 9586
 AA0765.by the Center for Operational Oceanographic Products and Services.
 AA0765
 AA0765.The geoid height was determined by GEOID03.
 AA0765
 AA0765.The dynamic height is computed by dividing the NAVD 88
 AA0765.geopotential number by the normal gravity value computed on the
 AA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0765.degrees latitude (g = 980.6199 gals.).
 AA0765
 AA0765.The modeled gravity was interpolated from observed gravity values.
 AA0765
 AA0765;                    North         East    Units  Estimated Accuracy
 AA0765;SPC FL E     -    31,400.      137,590.      MT  (+/- 180 meters Scaled)
 AA0765
 AA0765                          SUPERSEDED SURVEY CONTROL
 AA0765
 AA0765  NAVD 88 (06/15/91)    3.233  (m)           10.61   (f) UNKNOWN     1 2
 AA0765  NGVD 29 (09/01/92)    3.645  (m)           11.96   (f) ADJUSTED    1 2
 AA0765
 AA0765.Superseded values are not recommended for survey control.
 AA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0765.See file dsdata.txt to determine how the superseded data were derived.
 AA0765
 AA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH376225(NAD 83)
 AA0765_MARKER: DJ = TIDAL STATION DISK
 AA0765_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0765_SP_SET: CONCRETE BRIDGE CURB
 AA0765_STAMPING: NO.3 1974
 AA0765_MARK LOGO: NOS   
 AA0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0765
 AA0765  HISTORY     - Date     Condition        Report By
 AA0765  HISTORY     - 1974     MONUMENTED       NOS
 AA0765  HISTORY     - 1982     GOOD             FLDNR
 AA0765  HISTORY     - 19881108 GOOD             FLDNR
 AA0765  HISTORY     - 1989     GOOD             USPSQD
 AA0765
 AA0765                          STATION DESCRIPTION
 AA0765
 AA0765'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0765'12.4 MI NE FROM KEY WEST.
 AA0765'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES NORTHEAST
 AA0765'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4 CHANNEL.
 AA0765'THE MARK IS SET IN THE NORTHWEST CURB OF THE OLD HIGHWAY BRIDGE,
 AA0765'NOW USED AS A FISHING PIER, 12.7 FEET NORTHWEST OF THE CENTERLINE
 AA0765'OF THE OLD BRIDGE.
 AA0765
 AA0765                          STATION RECOVERY (1988)
 AA0765
 AA0765'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0765'RECOVERED IN GOOD CONDITION.
 AA0765
 AA0765                          STATION RECOVERY (1989)
 AA0765
 AA0765'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0770 ***********************************************************************
 AA0770  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0770  DESIGNATION -  872 4423 F TIDAL
 AA0770  PID         -  AA0770
 AA0770  STATE/COUNTY-  FL/MONROE
 AA0770  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0770
 AA0770                         *CURRENT SURVEY CONTROL
 AA0770  ___________________________________________________________________
 AA0770* NAD 83(1986)-  24 36 44.     (N)    081 37 23.     (W)     SCALED    
 AA0770* NAVD 88     -         4.518  (meters)      14.82   (feet)  ADJUSTED  
 AA0770  ___________________________________________________________________
 AA0770  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0770  DYNAMIC HT  -           4.510 (meters)      14.80  (feet)  COMP
 AA0770  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 AA0770
 AA0770  VERT ORDER  -  FIRST     CLASS II
 AA0770
 AA0770.The horizontal coordinates were scaled from a topographic map and have
 AA0770.an estimated accuracy of +/- 6 seconds.
 AA0770
 AA0770.The orthometric height was determined by differential leveling
 AA0770.and adjusted by the National Geodetic Survey in June 1991..
 AA0770
 AA0770.This Tidal Bench Mark is designated as VM 9600
 AA0770.by the Center for Operational Oceanographic Products and Services.
 AA0770
 AA0770.The geoid height was determined by GEOID03.
 AA0770
 AA0770.The dynamic height is computed by dividing the NAVD 88
 AA0770.geopotential number by the normal gravity value computed on the
 AA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0770.degrees latitude (g = 980.6199 gals.).
 AA0770
 AA0770.The modeled gravity was interpolated from observed gravity values.
 AA0770
 AA0770;                    North         East    Units  Estimated Accuracy
 AA0770;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0770
 AA0770                          SUPERSEDED SURVEY CONTROL
 AA0770
 AA0770  NGVD 29 (09/01/92)    4.928  (m)           16.17   (f) ADJUSTED    1 2
 AA0770
 AA0770.Superseded values are not recommended for survey control.
 AA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0770.See file dsdata.txt to determine how the superseded data were derived.
 AA0770
 AA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0770_MARKER: DB = BENCH MARK DISK
 AA0770_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0770_SP_SET: BRIDGE GUARDRAIL
 AA0770_STAMPING: 4423 F
 AA0770_MARK LOGO: FLDT  
 AA0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0770
 AA0770  HISTORY     - Date     Condition        Report By
 AA0770  HISTORY     - UNK      MONUMENTED       FLDT
 AA0770  HISTORY     - 1982     GOOD             FLDNR
 AA0770  HISTORY     - 19881108 GOOD             FLDNR
 AA0770  HISTORY     - 1989     GOOD             USPSQD
 AA0770
 AA0770                          STATION DESCRIPTION
 AA0770
 AA0770'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0770'11.9 MI NE FROM KEY WEST.
 AA0770'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES
 AA0770'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE
 AA0770'OVER SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 23.3 FEET SOUTHEAST
 AA0770'OF THE CENTERLINE OF U.S. 1, 10.2 FEET SOUTHWEST OF THE NORTHEAST
 AA0770'END OF THE GUARDRAIL, 1.0 FOOT NORTHEAST OF THE ABUTMENT, AND 4.9
 AA0770'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0770'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0770
 AA0770                          STATION RECOVERY (1988)
 AA0770
 AA0770'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0770'RECOVERED IN GOOD CONDITION.
 AA0770
 AA0770                          STATION RECOVERY (1989)
 AA0770
 AA0770'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1662 ***********************************************************************
 AA1662  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1662  DESIGNATION -  872 4423 G TIDAL
 AA1662  PID         -  AA1662
 AA1662  STATE/COUNTY-  FL/MONROE
 AA1662  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1662
 AA1662                         *CURRENT SURVEY CONTROL
 AA1662  ___________________________________________________________________
 AA1662* NAD 83(1986)-  24 36 42.     (N)    081 37 31.     (W)     SCALED    
 AA1662* NAVD 88     -         4.520  (meters)      14.83   (feet)  ADJUSTED  
 AA1662  ___________________________________________________________________
 AA1662  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1662  DYNAMIC HT  -           4.513 (meters)      14.81  (feet)  COMP
 AA1662  MODELED GRAV-     978,963.0   (mgal)                       NAVD 88
 AA1662
 AA1662  VERT ORDER  -  FIRST     CLASS II
 AA1662
 AA1662.The horizontal coordinates were scaled from a topographic map and have
 AA1662.an estimated accuracy of +/- 6 seconds.
 AA1662
 AA1662.The orthometric height was determined by differential leveling
 AA1662.and adjusted by the National Geodetic Survey in May 1994..
 AA1662
 AA1662.This Tidal Bench Mark is designated as VM 17146
 AA1662.by the Center for Operational Oceanographic Products and Services.
 AA1662
 AA1662.The geoid height was determined by GEOID03.
 AA1662
 AA1662.The dynamic height is computed by dividing the NAVD 88
 AA1662.geopotential number by the normal gravity value computed on the
 AA1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1662.degrees latitude (g = 980.6199 gals.).
 AA1662
 AA1662.The modeled gravity was interpolated from observed gravity values.
 AA1662
 AA1662;                    North         East    Units  Estimated Accuracy
 AA1662;SPC FL E     -    30,970.      136,680.      MT  (+/- 180 meters Scaled)
 AA1662
 AA1662                          SUPERSEDED SURVEY CONTROL
 AA1662
 AA1662  NGVD 29 (09/01/92)    4.932  (m)           16.18   (f) ADJUSTED    1 2
 AA1662
 AA1662.Superseded values are not recommended for survey control.
 AA1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1662.See file dsdata.txt to determine how the superseded data were derived.
 AA1662
 AA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH367220(NAD 83)
 AA1662_MARKER: DB = BENCH MARK DISK
 AA1662_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1662_SP_SET: BRIDGE GUARDRAIL
 AA1662_STAMPING: 4423 G
 AA1662_MARK LOGO: FLDT  
 AA1662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1662
 AA1662  HISTORY     - Date     Condition        Report By
 AA1662  HISTORY     - UNK      MONUMENTED       FLDT
 AA1662  HISTORY     - 19881108 GOOD             FLDNR
 AA1662
 AA1662                          STATION DESCRIPTION
 AA1662
 AA1662'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1662'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1662'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1662'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1662'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARDAND GO
 AA1662'NORTHEAST ON U.S. HIGHWAY 1 FOR 14.49 KM (9.00 MI) TO THE SOUTHWEST
 AA1662'END OF SADDLEBUNCH NUMBER 5 CHANNEL BRIDGE AND THE MARKNORTHEAST OF
 AA1662'THE SOUTHWEST END OF THE GUARDRAIL AND 7.01 M (23.00 FT) SOUTHEAST OF
 AA1662'THE CENTERLINE OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0769 ***********************************************************************
 AA0769  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0769  DESIGNATION -  872 4423 TIDAL 1
 AA0769  PID         -  AA0769
 AA0769  STATE/COUNTY-  FL/MONROE
 AA0769  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0769
 AA0769                         *CURRENT SURVEY CONTROL
 AA0769  ___________________________________________________________________
 AA0769* NAD 83(1986)-  24 36 44.     (N)    081 37 23.     (W)     SCALED    
 AA0769* NAVD 88     -         2.156  (meters)       7.07   (feet)  ADJUSTED  
 AA0769  ___________________________________________________________________
 AA0769  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0769  DYNAMIC HT  -           2.153 (meters)       7.06  (feet)  COMP
 AA0769  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 AA0769
 AA0769  VERT ORDER  -  FIRST     CLASS II
 AA0769
 AA0769.The horizontal coordinates were scaled from a topographic map and have
 AA0769.an estimated accuracy of +/- 6 seconds.
 AA0769
 AA0769.The orthometric height was determined by differential leveling
 AA0769.and adjusted by the National Geodetic Survey in May 1994..
 AA0769
 AA0769.This Tidal Bench Mark is designated as VM 9596
 AA0769.by the Center for Operational Oceanographic Products and Services.
 AA0769
 AA0769.The geoid height was determined by GEOID03.
 AA0769
 AA0769.The dynamic height is computed by dividing the NAVD 88
 AA0769.geopotential number by the normal gravity value computed on the
 AA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0769.degrees latitude (g = 980.6199 gals.).
 AA0769
 AA0769.The modeled gravity was interpolated from observed gravity values.
 AA0769
 AA0769;                    North         East    Units  Estimated Accuracy
 AA0769;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0769
 AA0769                          SUPERSEDED SURVEY CONTROL
 AA0769
 AA0769  NAVD 88 (06/15/91)    2.152  (m)            7.06   (f) UNKNOWN     1 2
 AA0769  NGVD 29 (09/01/92)    2.567  (m)            8.42   (f) ADJUSTED    1 2
 AA0769
 AA0769.Superseded values are not recommended for survey control.
 AA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0769.See file dsdata.txt to determine how the superseded data were derived.
 AA0769
 AA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0769_MARKER: DJ = TIDAL STATION DISK
 AA0769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0769_SP_SET: CONCRETE WINGWALL
 AA0769_STAMPING: NO.1 1975
 AA0769_MARK LOGO: NOS   
 AA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0769+STABILITY: SURFACE MOTION
 AA0769
 AA0769  HISTORY     - Date     Condition        Report By
 AA0769  HISTORY     - 1975     MONUMENTED       NOS
 AA0769  HISTORY     - 1982     GOOD             FLDNR
 AA0769  HISTORY     - 19881108 GOOD             FLDNR
 AA0769  HISTORY     - 1989     GOOD             USPSQD
 AA0769
 AA0769                          STATION DESCRIPTION
 AA0769
 AA0769'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0769'11.9 MI NE FROM KEY WEST.
 AA0769'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES
 AA0769'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE
 AA0769'BRIDGE OVER SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 15 FEET
 AA0769'NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED
 AA0769'AS A FISHING PIER, 2.5 FEET NORTHWEST OF THE NORTHWEST EDGE
 AA0769'OF THE OLD BRIDGE, AND 15 FEET WEST OF THE NORTHEAST END OF
 AA0769'THE OLD BRIDGE GUARDRAIL.
 AA0769'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0769
 AA0769                          STATION RECOVERY (1988)
 AA0769
 AA0769'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0769'RECOVERED IN GOOD CONDITION.
 AA0769
 AA0769                          STATION RECOVERY (1989)
 AA0769
 AA0769'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0767 ***********************************************************************
 AA0767  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0767  DESIGNATION -  872 4423 TIDAL 2
 AA0767  PID         -  AA0767
 AA0767  STATE/COUNTY-  FL/MONROE
 AA0767  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0767
 AA0767                         *CURRENT SURVEY CONTROL
 AA0767  ___________________________________________________________________
 AA0767* NAD 83(1986)-  24 36 44.     (N)    081 37 23.     (W)     SCALED    
 AA0767* NAVD 88     -         2.180  (meters)       7.15   (feet)  ADJUSTED  
 AA0767  ___________________________________________________________________
 AA0767  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0767  DYNAMIC HT  -           2.176 (meters)       7.14  (feet)  COMP
 AA0767  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 AA0767
 AA0767  VERT ORDER  -  FIRST     CLASS II
 AA0767
 AA0767.The horizontal coordinates were scaled from a topographic map and have
 AA0767.an estimated accuracy of +/- 6 seconds.
 AA0767
 AA0767.The orthometric height was determined by differential leveling
 AA0767.and adjusted by the National Geodetic Survey in June 1991..
 AA0767
 AA0767.This Tidal Bench Mark is designated as VM 9597
 AA0767.by the Center for Operational Oceanographic Products and Services.
 AA0767
 AA0767.The geoid height was determined by GEOID03.
 AA0767
 AA0767.The dynamic height is computed by dividing the NAVD 88
 AA0767.geopotential number by the normal gravity value computed on the
 AA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0767.degrees latitude (g = 980.6199 gals.).
 AA0767
 AA0767.The modeled gravity was interpolated from observed gravity values.
 AA0767
 AA0767;                    North         East    Units  Estimated Accuracy
 AA0767;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0767
 AA0767                          SUPERSEDED SURVEY CONTROL
 AA0767
 AA0767  NGVD 29 (09/01/92)    2.591  (m)            8.50   (f) ADJUSTED    1 2
 AA0767
 AA0767.Superseded values are not recommended for survey control.
 AA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0767.See file dsdata.txt to determine how the superseded data were derived.
 AA0767
 AA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0767_MARKER: DJ = TIDAL STATION DISK
 AA0767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0767_SP_SET: CONCRETE WINGWALL
 AA0767_STAMPING: NO.2 1975
 AA0767_MARK LOGO: NOS   
 AA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0767+STABILITY: SURFACE MOTION
 AA0767
 AA0767  HISTORY     - Date     Condition        Report By
 AA0767  HISTORY     - 1975     MONUMENTED       NOS
 AA0767  HISTORY     - 1982     GOOD             FLDNR
 AA0767  HISTORY     - 19881108 GOOD             FLDNR
 AA0767  HISTORY     - 1989     GOOD             USPSQD
 AA0767
 AA0767                          STATION DESCRIPTION
 AA0767
 AA0767'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0767'11.9 MI NE FROM KEY WEST.
 AA0767'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES NORTHEAST
 AA0767'ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0767'SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 14 FEET SOUTHEAST OF THE
 AA0767'CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER,
 AA0767'AND 2.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE BRIDGE.
 AA0767'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0767
 AA0767                          STATION RECOVERY (1988)
 AA0767
 AA0767'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0767'RECOVERED IN GOOD CONDITION.
 AA0767
 AA0767                          STATION RECOVERY (1989)
 AA0767
 AA0767'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0768 ***********************************************************************
 AA0768  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0768  DESIGNATION -  872 4423 TIDAL 3
 AA0768  PID         -  AA0768
 AA0768  STATE/COUNTY-  FL/MONROE
 AA0768  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0768
 AA0768                         *CURRENT SURVEY CONTROL
 AA0768  ___________________________________________________________________
 AA0768* NAD 83(1986)-  24 36 44.     (N)    081 37 23.     (W)     SCALED    
 AA0768* NAVD 88     -         0.700  (meters)       2.30   (feet)  ADJUSTED  
 AA0768  ___________________________________________________________________
 AA0768  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0768  DYNAMIC HT  -           0.699 (meters)       2.29  (feet)  COMP
 AA0768  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 AA0768
 AA0768  VERT ORDER  -  FIRST     CLASS II
 AA0768
 AA0768.The horizontal coordinates were scaled from a topographic map and have
 AA0768.an estimated accuracy of +/- 6 seconds.
 AA0768
 AA0768.The orthometric height was determined by differential leveling
 AA0768.and adjusted by the National Geodetic Survey in June 1991..
 AA0768
 AA0768.This Tidal Bench Mark is designated as VM 9598
 AA0768.by the Center for Operational Oceanographic Products and Services.
 AA0768
 AA0768.The geoid height was determined by GEOID03.
 AA0768
 AA0768.The dynamic height is computed by dividing the NAVD 88
 AA0768.geopotential number by the normal gravity value computed on the
 AA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0768.degrees latitude (g = 980.6199 gals.).
 AA0768
 AA0768.The modeled gravity was interpolated from observed gravity values.
 AA0768
 AA0768;                    North         East    Units  Estimated Accuracy
 AA0768;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0768
 AA0768                          SUPERSEDED SURVEY CONTROL
 AA0768
 AA0768  NGVD 29 (09/01/92)    1.112  (m)            3.65   (f) ADJUSTED    1 2
 AA0768
 AA0768.Superseded values are not recommended for survey control.
 AA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0768.See file dsdata.txt to determine how the superseded data were derived.
 AA0768
 AA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0768_MARKER: DJ = TIDAL STATION DISK
 AA0768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0768_SP_SET: CONCRETE WINGWALL
 AA0768_STAMPING: NO.3 1975
 AA0768_MARK LOGO: NOS   
 AA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0768+STABILITY: SURFACE MOTION
 AA0768
 AA0768  HISTORY     - Date     Condition        Report By
 AA0768  HISTORY     - 1975     MONUMENTED       NOS
 AA0768  HISTORY     - 1982     GOOD             FLDNR
 AA0768  HISTORY     - 19881108 GOOD             FLDNR
 AA0768  HISTORY     - 1989     GOOD             USPSQD
 AA0768
 AA0768                          STATION DESCRIPTION
 AA0768
 AA0768'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0768'11.9 MI NE FROM KEY WEST.
 AA0768'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES NORTHEAST
 AA0768'ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0768'SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 41 FEET SOUTHEAST
 AA0768'OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A
 AA0768'FISHING PIER, AND 35.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 AA0768'OF THE BRIDGE.
 AA0768'THE MARK IS 7 FT BELOW HIGHWAY.
 AA0768
 AA0768                          STATION RECOVERY (1988)
 AA0768
 AA0768'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0768'RECOVERED IN GOOD CONDITION.
 AA0768
 AA0768                          STATION RECOVERY (1989)
 AA0768
 AA0768'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0771 ***********************************************************************
 AA0771  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0771  DESIGNATION -  872 4423 TIDAL 4
 AA0771  PID         -  AA0771
 AA0771  STATE/COUNTY-  FL/MONROE
 AA0771  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA0771
 AA0771                         *CURRENT SURVEY CONTROL
 AA0771  ___________________________________________________________________
 AA0771* NAD 83(1986)-  24 36 44.     (N)    081 37 23.     (W)     SCALED    
 AA0771* NAVD 88     -         0.222  (meters)       0.73   (feet)  ADJUSTED  
 AA0771  ___________________________________________________________________
 AA0771  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0771  DYNAMIC HT  -           0.221 (meters)       0.73  (feet)  COMP
 AA0771  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 AA0771
 AA0771  VERT ORDER  -  SECOND    CLASS I
 AA0771
 AA0771.The horizontal coordinates were scaled from a topographic map and have
 AA0771.an estimated accuracy of +/- 6 seconds.
 AA0771
 AA0771.The orthometric height was determined by differential leveling
 AA0771.and adjusted by the National Geodetic Survey in June 1991..
 AA0771
 AA0771.This Tidal Bench Mark is designated as VM 9599
 AA0771.by the Center for Operational Oceanographic Products and Services.
 AA0771
 AA0771.The geoid height was determined by GEOID03.
 AA0771
 AA0771.The dynamic height is computed by dividing the NAVD 88
 AA0771.geopotential number by the normal gravity value computed on the
 AA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0771.degrees latitude (g = 980.6199 gals.).
 AA0771
 AA0771.The modeled gravity was interpolated from observed gravity values.
 AA0771
 AA0771;                    North         East    Units  Estimated Accuracy
 AA0771;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0771
 AA0771                          SUPERSEDED SURVEY CONTROL
 AA0771
 AA0771.No superseded survey control is available for this station.
 AA0771
 AA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0771_MARKER: DJ = TIDAL STATION DISK
 AA0771_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0771_SP_SET: CONCRETE FOOTING
 AA0771_STAMPING: NO 4 1975
 AA0771_MARK LOGO: NOS   
 AA0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0771+STABILITY: SURFACE MOTION
 AA0771
 AA0771  HISTORY     - Date     Condition        Report By
 AA0771  HISTORY     - 1975     MONUMENTED       NOS
 AA0771  HISTORY     - 1982     GOOD             FLDNR
 AA0771
 AA0771                          STATION DESCRIPTION
 AA0771
 AA0771'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0771'11.9 MI NE FROM KEY WEST.
 AA0771'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES
 AA0771'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE
 AA0771'OVER SADDLEBUNCH NO 5 CHANNEL.  THE MARK IS SET IN THE CONCRETE
 AA0771'FOOTING OF THE FIRST CONCRETE POWER POLE EAST OF THE BRIDGE,
 AA0771'64 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, AND 1 FOOT
 AA0771'NORTHWEST OF THE POWER POLE.
 AA0771'THE MARK IS 9 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1660 ***********************************************************************
 AA1660  DESIGNATION -  872 4438 G TIDAL
 AA1660  PID         -  AA1660
 AA1660  STATE/COUNTY-  FL/MONROE
 AA1660  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1660
 AA1660                         *CURRENT SURVEY CONTROL
 AA1660  ___________________________________________________________________
 AA1660* NAD 83(1986)-  24 36 12.     (N)    081 38 34.     (W)     SCALED    
 AA1660* NAVD 88     -         4.546  (meters)      14.91   (feet)  ADJUSTED  
 AA1660  ___________________________________________________________________
 AA1660  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1660  DYNAMIC HT  -           4.538 (meters)      14.89  (feet)  COMP
 AA1660  MODELED GRAV-     978,961.9   (mgal)                       NAVD 88
 AA1660
 AA1660  VERT ORDER  -  FIRST     CLASS II
 AA1660
 AA1660.The horizontal coordinates were scaled from a topographic map and have
 AA1660.an estimated accuracy of +/- 6 seconds.
 AA1660
 AA1660.The orthometric height was determined by differential leveling
 AA1660.and adjusted by the National Geodetic Survey in May 1994..
 AA1660
 AA1660.The geoid height was determined by GEOID03.
 AA1660
 AA1660.The dynamic height is computed by dividing the NAVD 88
 AA1660.geopotential number by the normal gravity value computed on the
 AA1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1660.degrees latitude (g = 980.6199 gals.).
 AA1660
 AA1660.The modeled gravity was interpolated from observed gravity values.
 AA1660
 AA1660;                    North         East    Units  Estimated Accuracy
 AA1660;SPC FL E     -    30,060.      134,910.      MT  (+/- 180 meters Scaled)
 AA1660
 AA1660                          SUPERSEDED SURVEY CONTROL
 AA1660
 AA1660  NGVD 29 (09/01/92)    4.962  (m)           16.28   (f) ADJUSTED    1 2
 AA1660
 AA1660.Superseded values are not recommended for survey control.
 AA1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1660.See file dsdata.txt to determine how the superseded data were derived.
 AA1660
 AA1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH349211(NAD 83)
 AA1660_MARKER: DB = BENCH MARK DISK
 AA1660_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1660_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1660_STAMPING: 4438 G
 AA1660_MARK LOGO: FLDT  
 AA1660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1660
 AA1660  HISTORY     - Date     Condition        Report By
 AA1660  HISTORY     - UNK      MONUMENTED       FLDT
 AA1660  HISTORY     - 19881108 GOOD             FLDNR
 AA1660
 AA1660                          STATION DESCRIPTION
 AA1660
 AA1660'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1660'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1660'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1660'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1660'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARDAND GO
 AA1660'NORTHEAST ON U.S. HIGHWAY 1 FOR 13.12 KM (8.15 MI) TO THE WEST END
 AA1660'OF THE BRIDGE OVER SHARK CHANNEL AND THE MARK SET ATOP BRIDGE
 AA1660'GUARDRAIL.  LOCATED 3.05 M (10.01 FT) NORTHEAST OF THE NORTHWEST
 AA1660'CORNER OF THE GUARDRAIL AND 5.58 M (18.31 FT) NORTHWEST OF THE
 AA1660'CENTERLINE OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1661 ***********************************************************************
 AA1661  DESIGNATION -  872 4438 H TIDAL
 AA1661  PID         -  AA1661
 AA1661  STATE/COUNTY-  FL/MONROE
 AA1661  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1661
 AA1661                         *CURRENT SURVEY CONTROL
 AA1661  ___________________________________________________________________
 AA1661* NAD 83(1986)-  24 36 22.     (N)    081 38 14.     (W)     SCALED    
 AA1661* NAVD 88     -         4.555  (meters)      14.94   (feet)  ADJUSTED  
 AA1661  ___________________________________________________________________
 AA1661  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1661  DYNAMIC HT  -           4.548 (meters)      14.92  (feet)  COMP
 AA1661  MODELED GRAV-     978,962.2   (mgal)                       NAVD 88
 AA1661
 AA1661  VERT ORDER  -  FIRST     CLASS II
 AA1661
 AA1661.The horizontal coordinates were scaled from a topographic map and have
 AA1661.an estimated accuracy of +/- 6 seconds.
 AA1661
 AA1661.The orthometric height was determined by differential leveling
 AA1661.and adjusted by the National Geodetic Survey in May 1994..
 AA1661
 AA1661.The geoid height was determined by GEOID03.
 AA1661
 AA1661.The dynamic height is computed by dividing the NAVD 88
 AA1661.geopotential number by the normal gravity value computed on the
 AA1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1661.degrees latitude (g = 980.6199 gals.).
 AA1661
 AA1661.The modeled gravity was interpolated from observed gravity values.
 AA1661
 AA1661;                    North         East    Units  Estimated Accuracy
 AA1661;SPC FL E     -    30,360.      135,470.      MT  (+/- 180 meters Scaled)
 AA1661
 AA1661                          SUPERSEDED SURVEY CONTROL
 AA1661
 AA1661  NGVD 29 (09/01/92)    4.969  (m)           16.30   (f) ADJUSTED    1 2
 AA1661
 AA1661.Superseded values are not recommended for survey control.
 AA1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1661.See file dsdata.txt to determine how the superseded data were derived.
 AA1661
 AA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH354214(NAD 83)
 AA1661_MARKER: DB = BENCH MARK DISK
 AA1661_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1661_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1661_STAMPING: 4438 H
 AA1661_MARK LOGO: FLDT  
 AA1661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1661
 AA1661  HISTORY     - Date     Condition        Report By
 AA1661  HISTORY     - UNK      MONUMENTED       FLDT
 AA1661  HISTORY     - 19881108 GOOD             FLDNR
 AA1661
 AA1661                          STATION DESCRIPTION
 AA1661
 AA1661'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1661'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1661'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1661'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1661'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARDAND GO
 AA1661'NORTHEAST ON U.S. HIGHWAY 1 FOR 12.56 KM (7.80 MI) TO THE EAST END
 AA1661'OF THE BRIDGE OVER SHARK CHANNEL AND THE MARKSOUTHWEST OF THE
 AA1661'SOUTHEAST CORNER OF THE GUARDRAIL AND 2.62 M (8.60 FT) SOUTHEAST OF
 AA1661'THE CENTERLINE OF U.S. HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0986 ***********************************************************************
 AA0986  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0986  DESIGNATION -  872 4438 TIDAL 1
 AA0986  PID         -  AA0986
 AA0986  STATE/COUNTY-  FL/MONROE
 AA0986  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0986
 AA0986                         *CURRENT SURVEY CONTROL
 AA0986  ___________________________________________________________________
 AA0986* NAD 83(1986)-  24 36 14.     (N)    081 38 41.     (W)     SCALED    
 AA0986* NAVD 88     -         1.120  (meters)       3.67   (feet)  ADJUSTED  
 AA0986  ___________________________________________________________________
 AA0986  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0986  DYNAMIC HT  -           1.118 (meters)       3.67  (feet)  COMP
 AA0986  MODELED GRAV-     978,961.9   (mgal)                       NAVD 88
 AA0986
 AA0986  VERT ORDER  -  FIRST     CLASS II
 AA0986
 AA0986.The horizontal coordinates were scaled from a topographic map and have
 AA0986.an estimated accuracy of +/- 6 seconds.
 AA0986
 AA0986.The orthometric height was determined by differential leveling
 AA0986.and adjusted by the National Geodetic Survey in June 1991..
 AA0986
 AA0986.This Tidal Bench Mark is designated as VM 11095
 AA0986.by the Center for Operational Oceanographic Products and Services.
 AA0986
 AA0986.The geoid height was determined by GEOID03.
 AA0986
 AA0986.The dynamic height is computed by dividing the NAVD 88
 AA0986.geopotential number by the normal gravity value computed on the
 AA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0986.degrees latitude (g = 980.6199 gals.).
 AA0986
 AA0986.The modeled gravity was interpolated from observed gravity values.
 AA0986
 AA0986;                    North         East    Units  Estimated Accuracy
 AA0986;SPC FL E     -    30,120.      134,710.      MT  (+/- 180 meters Scaled)
 AA0986
 AA0986                          SUPERSEDED SURVEY CONTROL
 AA0986
 AA0986  NGVD 29 (09/01/92)    1.535  (m)            5.04   (f) ADJUSTED    1 2
 AA0986
 AA0986.Superseded values are not recommended for survey control.
 AA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0986.See file dsdata.txt to determine how the superseded data were derived.
 AA0986
 AA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH347212(NAD 83)
 AA0986_MARKER: DJ = TIDAL STATION DISK
 AA0986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0986_SP_SET: CONCRETE WINGWALL
 AA0986_STAMPING: NO.1 1973
 AA0986_MARK LOGO: NOS   
 AA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0986+STABILITY: SURFACE MOTION
 AA0986
 AA0986  HISTORY     - Date     Condition        Report By
 AA0986  HISTORY     - 1973     MONUMENTED       NOS
 AA0986  HISTORY     - 1982     GOOD             FLDNR
 AA0986  HISTORY     - 19881108 GOOD             FLDNR
 AA0986  HISTORY     - 1989     GOOD             USPSQD
 AA0986
 AA0986                          STATION DESCRIPTION
 AA0986
 AA0986'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0986'10.55 MI NE FROM KEY WEST.
 AA0986'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.55 MILES
 AA0986'NORTHEAST ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE
 AA0986'OVER SHARK CHANNEL.  THE MARK IS SET IN THE WINGWALL OF THE OLD
 AA0986'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 30 FEET NORTHWEST OF
 AA0986'THE NORTHWEST EDGE OF THE OLD BRIDGE, AND IS UNDERNEATH THE NEW
 AA0986'BRIDGE.  A LEVEL ROD WILL NOT FIT ON THE MARK.  A TAPE IS NEEDED
 AA0986'FOR LEVELING.
 AA0986'THE MARK IS 10 FT BELOW U.S. HIGHWAY 1.
 AA0986
 AA0986                          STATION RECOVERY (1988)
 AA0986
 AA0986'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0986'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ADD THAT THE MARK
 AA0986'IS 1.98 M (6.50 FT) NORTHWEST OF THE SOUTH SIDE OF THE NEW BRIDGE AND
 AA0986'2.56 M (8.40 FT) UNDER IT.
 AA0986
 AA0986                          STATION RECOVERY (1989)
 AA0986
 AA0986'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0988 ***********************************************************************
 AA0988  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0988  DESIGNATION -  872 4438 TIDAL 2
 AA0988  PID         -  AA0988
 AA0988  STATE/COUNTY-  FL/MONROE
 AA0988  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0988
 AA0988                         *CURRENT SURVEY CONTROL
 AA0988  ___________________________________________________________________
 AA0988* NAD 83(1986)-  24 36 14.     (N)    081 38 41.     (W)     SCALED    
 AA0988* NAVD 88     -         3.860  (meters)      12.66   (feet)  ADJUSTED  
 AA0988  ___________________________________________________________________
 AA0988  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0988  DYNAMIC HT  -           3.854 (meters)      12.64  (feet)  COMP
 AA0988  MODELED GRAV-     978,961.9   (mgal)                       NAVD 88
 AA0988
 AA0988  VERT ORDER  -  FIRST     CLASS II
 AA0988
 AA0988.The horizontal coordinates were scaled from a topographic map and have
 AA0988.an estimated accuracy of +/- 6 seconds.
 AA0988
 AA0988.The orthometric height was determined by differential leveling
 AA0988.and adjusted by the National Geodetic Survey in May 1994..
 AA0988
 AA0988.This Tidal Bench Mark is designated as VM 11096
 AA0988.by the Center for Operational Oceanographic Products and Services.
 AA0988
 AA0988.The geoid height was determined by GEOID03.
 AA0988
 AA0988.The dynamic height is computed by dividing the NAVD 88
 AA0988.geopotential number by the normal gravity value computed on the
 AA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0988.degrees latitude (g = 980.6199 gals.).
 AA0988
 AA0988.The modeled gravity was interpolated from observed gravity values.
 AA0988
 AA0988;                    North         East    Units  Estimated Accuracy
 AA0988;SPC FL E     -    30,120.      134,710.      MT  (+/- 180 meters Scaled)
 AA0988
 AA0988                          SUPERSEDED SURVEY CONTROL
 AA0988
 AA0988  NAVD 88 (06/15/91)    3.863  (m)           12.67   (f) UNKNOWN     1 2
 AA0988  NGVD 29 (09/01/92)    4.275  (m)           14.03   (f) ADJUSTED    1 2
 AA0988
 AA0988.Superseded values are not recommended for survey control.
 AA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0988.See file dsdata.txt to determine how the superseded data were derived.
 AA0988
 AA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH347212(NAD 83)
 AA0988_MARKER: DJ = TIDAL STATION DISK
 AA0988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0988_SP_SET: CONCRETE BRIDGE CURB
 AA0988_STAMPING: NO.2 1973
 AA0988_MARK LOGO: NOS   
 AA0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0988
 AA0988  HISTORY     - Date     Condition        Report By
 AA0988  HISTORY     - 1973     MONUMENTED       NOS
 AA0988  HISTORY     - 1982     GOOD             FLDNR
 AA0988  HISTORY     - 19881108 GOOD             FLDNR
 AA0988  HISTORY     - 1989     GOOD             USPSQD
 AA0988
 AA0988                          STATION DESCRIPTION
 AA0988
 AA0988'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0988'10.55 MI NE FROM KEY WEST.
 AA0988'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.55 MILES
 AA0988'NORTHEAST ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE
 AA0988'OVER SHARK CHANNEL.  THE MARK IS IN THE SOUTHEAST CURB OF THE
 AA0988'OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, AT THE SOUTHWEST
 AA0988'END OF THE BRIDGE.
 AA0988'THE MARK IS 1 FT BELOW U.S. HIGHWAY 1.
 AA0988
 AA0988                          STATION RECOVERY (1988)
 AA0988
 AA0988'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0988'RECOVERED IN GOOD CONDITION.
 AA0988
 AA0988                          STATION RECOVERY (1989)
 AA0988
 AA0988'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0987 ***********************************************************************
 AA0987  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0987  DESIGNATION -  872 4438 TIDAL 3
 AA0987  PID         -  AA0987
 AA0987  STATE/COUNTY-  FL/MONROE
 AA0987  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0987
 AA0987                         *CURRENT SURVEY CONTROL
 AA0987  ___________________________________________________________________
 AA0987* NAD 83(1986)-  24 36 14.     (N)    081 38 41.     (W)     SCALED    
 AA0987* NAVD 88     -         2.090  (meters)       6.86   (feet)  ADJUSTED  
 AA0987  ___________________________________________________________________
 AA0987  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0987  DYNAMIC HT  -           2.086 (meters)       6.84  (feet)  COMP
 AA0987  MODELED GRAV-     978,961.9   (mgal)                       NAVD 88
 AA0987
 AA0987  VERT ORDER  -  FIRST     CLASS II
 AA0987
 AA0987.The horizontal coordinates were scaled from a topographic map and have
 AA0987.an estimated accuracy of +/- 6 seconds.
 AA0987
 AA0987.The orthometric height was determined by differential leveling
 AA0987.and adjusted by the National Geodetic Survey in June 1991..
 AA0987
 AA0987.This Tidal Bench Mark is designated as VM 11097
 AA0987.by the Center for Operational Oceanographic Products and Services.
 AA0987
 AA0987.The geoid height was determined by GEOID03.
 AA0987
 AA0987.The dynamic height is computed by dividing the NAVD 88
 AA0987.geopotential number by the normal gravity value computed on the
 AA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0987.degrees latitude (g = 980.6199 gals.).
 AA0987
 AA0987.The modeled gravity was interpolated from observed gravity values.
 AA0987
 AA0987;                    North         East    Units  Estimated Accuracy
 AA0987;SPC FL E     -    30,120.      134,710.      MT  (+/- 180 meters Scaled)
 AA0987
 AA0987                          SUPERSEDED SURVEY CONTROL
 AA0987
 AA0987  NGVD 29 (09/01/92)    2.504  (m)            8.22   (f) ADJUSTED    1 2
 AA0987
 AA0987.Superseded values are not recommended for survey control.
 AA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0987.See file dsdata.txt to determine how the superseded data were derived.
 AA0987
 AA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH347212(NAD 83)
 AA0987_MARKER: DJ = TIDAL STATION DISK
 AA0987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0987_SP_SET: CONCRETE WINGWALL
 AA0987_STAMPING: NO.3 1973
 AA0987_MARK LOGO: NOS   
 AA0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0987+STABILITY: SURFACE MOTION
 AA0987
 AA0987  HISTORY     - Date     Condition        Report By
 AA0987  HISTORY     - 1973     MONUMENTED       NOS
 AA0987  HISTORY     - 1982     GOOD             FLDNR
 AA0987  HISTORY     - 19881108 GOOD             FLDNR
 AA0987  HISTORY     - 1989     GOOD             USPSQD
 AA0987
 AA0987                          STATION DESCRIPTION
 AA0987
 AA0987'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0987'10.55 MI NE FROM KEY WEST.
 AA0987'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.55 MILES
 AA0987'NORTHEAST ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE
 AA0987'OVER SHARK CHANNEL.  THE MARK IS SET IN THE WINGWALL OF THE OLD
 AA0987'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 12.9 FEET SOUTHEAST
 AA0987'OF THE SOUTHWEST END OF THE SOUTHEAST BRIDGE GUARDRAIL.
 AA0987'THE MARK IS 6 FT BELOW U.S. HIGHWAY 1.
 AA0987
 AA0987                          STATION RECOVERY (1988)
 AA0987
 AA0987'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0987'RECOVERED IN GOOD CONDITION.
 AA0987
 AA0987                          STATION RECOVERY (1989)
 AA0987
 AA0987'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0999 ***********************************************************************
 AA0999  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0999  DESIGNATION -  872 4447 TIDAL 1
 AA0999  PID         -  AA0999
 AA0999  STATE/COUNTY-  FL/MONROE
 AA0999  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0999
 AA0999                         *CURRENT SURVEY CONTROL
 AA0999  ___________________________________________________________________
 AA0999* NAD 83(1986)-  24 35 02.     (N)    081 39 17.     (W)     SCALED    
 AA0999* NAVD 88     -         0.034  (meters)       0.11   (feet)  ADJUSTED  
 AA0999  ___________________________________________________________________
 AA0999  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0999  DYNAMIC HT  -           0.034 (meters)       0.11  (feet)  COMP
 AA0999  MODELED GRAV-     978,959.6   (mgal)                       NAVD 88
 AA0999
 AA0999  VERT ORDER  -  FIRST     CLASS II
 AA0999
 AA0999.The horizontal coordinates were scaled from a topographic map and have
 AA0999.an estimated accuracy of +/- 6 seconds.
 AA0999
 AA0999.The orthometric height was determined by differential leveling
 AA0999.and adjusted by the National Geodetic Survey in June 1991..
 AA0999
 AA0999.This Tidal Bench Mark is designated as VM 11089
 AA0999.by the Center for Operational Oceanographic Products and Services.
 AA0999
 AA0999.The geoid height was determined by GEOID03.
 AA0999
 AA0999.The dynamic height is computed by dividing the NAVD 88
 AA0999.geopotential number by the normal gravity value computed on the
 AA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0999.degrees latitude (g = 980.6199 gals.).
 AA0999
 AA0999.The modeled gravity was interpolated from observed gravity values.
 AA0999
 AA0999;                    North         East    Units  Estimated Accuracy
 AA0999;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0999
 AA0999                          SUPERSEDED SURVEY CONTROL
 AA0999
 AA0999  NGVD 29 (09/01/92)    0.448  (m)            1.47   (f) ADJUSTED    1 2
 AA0999
 AA0999.Superseded values are not recommended for survey control.
 AA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0999.See file dsdata.txt to determine how the superseded data were derived.
 AA0999
 AA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0999_MARKER: DJ = TIDAL STATION DISK
 AA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0999_SP_SET: CONCRETE POST
 AA0999_STAMPING: NO.1 1974
 AA0999_MARK LOGO: NOS   
 AA0999_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0999+STABILITY: SURFACE MOTION
 AA0999
 AA0999  HISTORY     - Date     Condition        Report By
 AA0999  HISTORY     - 1974     MONUMENTED       NOS
 AA0999  HISTORY     - 1982     GOOD             FLDNR
 AA0999  HISTORY     - 19881108 GOOD             FLDNR
 AA0999  HISTORY     - 1989     GOOD             USPSQD
 AA0999
 AA0999                          STATION DESCRIPTION
 AA0999
 AA0999'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0999'11.7 MI NE FROM KEY WEST.
 AA0999'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0999'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0999'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0999'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE
 AA0999'WEST ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE
 AA0999'WESTERNMOST CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0999'THE TRACK ROAD TO THE END OF THE CANAL AND THE MARK VICINITY.
 AA0999'THE MARK BEARS 239 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA0999'THE EAST-WEST CANAL AND 14 FEET EAST OF THE WATERS EDGE AT
 AA0999'THE WEST SIDE OF THE FILL.
 AA0999
 AA0999                          STATION RECOVERY (1988)
 AA0999
 AA0999'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0999'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0999'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0999'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0999'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0999'TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT ROADTO A
 AA0999'TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST CANALTO THE END
 AA0999'OF THE CANAL AND THE MARK VICINITY.  LOCATED 72.85 M (239.01 FT)
 AA0999'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE WATERS EDGE
 AA0999'AT THE WEST SIDE OF THE FILLSOUTHWEST OF BENCH MARK NO.3 1974 AND
 AA0999'28.96 M (95.01 FT) SOUTH-SOUTHWEST OF BENCH MARK NO. 5 1974.
 AA0999
 AA0999                          STATION RECOVERY (1989)
 AA0999
 AA0999'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0997 ***********************************************************************
 AA0997  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0997  DESIGNATION -  872 4447 TIDAL 2
 AA0997  PID         -  AA0997
 AA0997  STATE/COUNTY-  FL/MONROE
 AA0997  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0997
 AA0997                         *CURRENT SURVEY CONTROL
 AA0997  ___________________________________________________________________
 AA0997* NAD 83(1986)-  24 35 02.     (N)    081 39 17.     (W)     SCALED    
 AA0997* NAVD 88     -         0.256  (meters)       0.84   (feet)  ADJUSTED  
 AA0997  ___________________________________________________________________
 AA0997  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0997  DYNAMIC HT  -           0.255 (meters)       0.84  (feet)  COMP
 AA0997  MODELED GRAV-     978,959.6   (mgal)                       NAVD 88
 AA0997
 AA0997  VERT ORDER  -  FIRST     CLASS II
 AA0997
 AA0997.The horizontal coordinates were scaled from a topographic map and have
 AA0997.an estimated accuracy of +/- 6 seconds.
 AA0997
 AA0997.The orthometric height was determined by differential leveling
 AA0997.and adjusted by the National Geodetic Survey in June 1991..
 AA0997
 AA0997.This Tidal Bench Mark is designated as VM 11090
 AA0997.by the Center for Operational Oceanographic Products and Services.
 AA0997
 AA0997.The geoid height was determined by GEOID03.
 AA0997
 AA0997.The dynamic height is computed by dividing the NAVD 88
 AA0997.geopotential number by the normal gravity value computed on the
 AA0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0997.degrees latitude (g = 980.6199 gals.).
 AA0997
 AA0997.The modeled gravity was interpolated from observed gravity values.
 AA0997
 AA0997;                    North         East    Units  Estimated Accuracy
 AA0997;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0997
 AA0997                          SUPERSEDED SURVEY CONTROL
 AA0997
 AA0997  NGVD 29 (09/01/92)    0.670  (m)            2.20   (f) ADJUSTED    1 2
 AA0997
 AA0997.Superseded values are not recommended for survey control.
 AA0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0997.See file dsdata.txt to determine how the superseded data were derived.
 AA0997
 AA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0997_MARKER: DJ = TIDAL STATION DISK
 AA0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0997_SP_SET: CONCRETE POST
 AA0997_STAMPING: NO. 2 1974
 AA0997_MARK LOGO: NOS   
 AA0997_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0997+STABILITY: SURFACE MOTION
 AA0997
 AA0997  HISTORY     - Date     Condition        Report By
 AA0997  HISTORY     - 1974     MONUMENTED       NOS
 AA0997  HISTORY     - 1982     GOOD             FLDNR
 AA0997  HISTORY     - 19881108 GOOD             FLDNR
 AA0997  HISTORY     - 1989     GOOD             USPSQD
 AA0997
 AA0997                          STATION DESCRIPTION
 AA0997
 AA0997'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0997'11.7 MI NE FROM KEY WEST.
 AA0997'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0997'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY
 AA0997'ROAD C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0997'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE WEST
 AA0997'ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE WESTERNMOST
 AA0997'CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0997'THE TRACK ROAD TO THE END OF THE CANAL AND
 AA0997'THE MARK VICINITY.  THE MARK BEARS 204 FEET WEST OF
 AA0997'THE SOUTHWEST CORNER OF THE EAST-WEST CANAL AND 18 FEET EAST OF
 AA0997'THE WATERS EDGE AT THE WEST SIDE OF THE FILL.
 AA0997
 AA0997                          STATION RECOVERY (1988)
 AA0997
 AA0997'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0997'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0997'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0997'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0997'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0997'TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT ROADTO A
 AA0997'TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST CANALTO THE END
 AA0997'OF THE CANAL AND THE VICINITY OF THE MARK.  LOCATED 62.18 M (204.00
 AA0997'FT) WEST OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE WATERS EDGE
 AA0997'AT THE WEST SIDE OF THE FILL AND 36.06 M (118.31 FT) NORTH OF BENCH
 AA0997'MARK NO.4 1974.
 AA0997
 AA0997                          STATION RECOVERY (1989)
 AA0997
 AA0997'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0996 ***********************************************************************
 AA0996  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0996  DESIGNATION -  872 4447 TIDAL 3
 AA0996  PID         -  AA0996
 AA0996  STATE/COUNTY-  FL/MONROE
 AA0996  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0996
 AA0996                         *CURRENT SURVEY CONTROL
 AA0996  ___________________________________________________________________
 AA0996* NAD 83(1986)-  24 35 02.     (N)    081 39 17.     (W)     SCALED    
 AA0996* NAVD 88     -         0.059  (meters)       0.19   (feet)  ADJUSTED  
 AA0996  ___________________________________________________________________
 AA0996  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0996  DYNAMIC HT  -           0.059 (meters)       0.19  (feet)  COMP
 AA0996  MODELED GRAV-     978,959.6   (mgal)                       NAVD 88
 AA0996
 AA0996  VERT ORDER  -  FIRST     CLASS II
 AA0996
 AA0996.The horizontal coordinates were scaled from a topographic map and have
 AA0996.an estimated accuracy of +/- 6 seconds.
 AA0996
 AA0996.The orthometric height was determined by differential leveling
 AA0996.and adjusted by the National Geodetic Survey in June 1991..
 AA0996
 AA0996.This Tidal Bench Mark is designated as VM 11091
 AA0996.by the Center for Operational Oceanographic Products and Services.
 AA0996
 AA0996.The geoid height was determined by GEOID03.
 AA0996
 AA0996.The dynamic height is computed by dividing the NAVD 88
 AA0996.geopotential number by the normal gravity value computed on the
 AA0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0996.degrees latitude (g = 980.6199 gals.).
 AA0996
 AA0996.The modeled gravity was interpolated from observed gravity values.
 AA0996
 AA0996;                    North         East    Units  Estimated Accuracy
 AA0996;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0996
 AA0996                          SUPERSEDED SURVEY CONTROL
 AA0996
 AA0996  NGVD 29 (09/01/92)    0.473  (m)            1.55   (f) ADJUSTED    1 2
 AA0996
 AA0996.Superseded values are not recommended for survey control.
 AA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0996.See file dsdata.txt to determine how the superseded data were derived.
 AA0996
 AA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0996_MARKER: DJ = TIDAL STATION DISK
 AA0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0996_SP_SET: CONCRETE POST
 AA0996_STAMPING: NO.3 1974
 AA0996_MARK LOGO: NOS   
 AA0996_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0996+STABILITY: SURFACE MOTION
 AA0996
 AA0996  HISTORY     - Date     Condition        Report By
 AA0996  HISTORY     - 1974     MONUMENTED       NOS
 AA0996  HISTORY     - 1982     GOOD             FLDNR
 AA0996  HISTORY     - 19881108 GOOD             FLDNR
 AA0996  HISTORY     - 1989     GOOD             USPSQD
 AA0996
 AA0996                          STATION DESCRIPTION
 AA0996
 AA0996'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0996'11.7 MI NE FROM KEY WEST.
 AA0996'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0996'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0996'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED DIRT
 AA0996'ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE WEST ON
 AA0996'THE DIRT ROAD TO A TRACK ROAD PARALLELING THE WESTERNMOST CANAL
 AA0996'ON THE FILLED LAND, GO 0.2 MILE NORTH ON THE TRACK ROAD TO THE
 AA0996'END OF THE CANAL AND THE MARK VICINITY.  THE MARK BEARS 4 FEET
 AA0996'SOUTH OF THE SOUTHWEST CORNER OF THE EAST-WEST CANAL, AND 219
 AA0996'FEET EAST OF THE WATERS EDGE AT THE WEST SIDE OF THE FILL.
 AA0996
 AA0996                          STATION RECOVERY (1988)
 AA0996
 AA0996'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0996'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0996'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0996'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0996'BOULEVARD , TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM
 AA0996'(7.25 MI) TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT
 AA0996'ROADTO A TRACK ROAD LEADING NORTHEASTERLY OF THE WEST MOST CANALTO
 AA0996'THE END OF THE CANAL AND THE MARK VICINITY.  LOCATED 1.22 M (4.00 FT)
 AA0996'SOUTH OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE WATERS EDGE AT
 AA0996'THE WEST SIDE OF THE FILL AND 15.7 M (51.5 FT) SOUTH-SOUTHWEST OF THE
 AA0996'BENCHMARK NO.4 1974.
 AA0996
 AA0996                          STATION RECOVERY (1989)
 AA0996
 AA0996'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0995 ***********************************************************************
 AA0995  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0995  DESIGNATION -  872 4447 TIDAL 4
 AA0995  PID         -  AA0995
 AA0995  STATE/COUNTY-  FL/MONROE
 AA0995  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0995
 AA0995                         *CURRENT SURVEY CONTROL
 AA0995  ___________________________________________________________________
 AA0995* NAD 83(1986)-  24 35 02.     (N)    081 39 17.     (W)     SCALED    
 AA0995* NAVD 88     -         0.031  (meters)       0.10   (feet)  ADJUSTED  
 AA0995  ___________________________________________________________________
 AA0995  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0995  DYNAMIC HT  -           0.031 (meters)       0.10  (feet)  COMP
 AA0995  MODELED GRAV-     978,959.6   (mgal)                       NAVD 88
 AA0995
 AA0995  VERT ORDER  -  FIRST     CLASS II
 AA0995
 AA0995.The horizontal coordinates were scaled from a topographic map and have
 AA0995.an estimated accuracy of +/- 6 seconds.
 AA0995
 AA0995.The orthometric height was determined by differential leveling
 AA0995.and adjusted by the National Geodetic Survey in June 1991..
 AA0995
 AA0995.This Tidal Bench Mark is designated as VM 11092
 AA0995.by the Center for Operational Oceanographic Products and Services.
 AA0995
 AA0995.The geoid height was determined by GEOID03.
 AA0995
 AA0995.The dynamic height is computed by dividing the NAVD 88
 AA0995.geopotential number by the normal gravity value computed on the
 AA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0995.degrees latitude (g = 980.6199 gals.).
 AA0995
 AA0995.The modeled gravity was interpolated from observed gravity values.
 AA0995
 AA0995;                    North         East    Units  Estimated Accuracy
 AA0995;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0995
 AA0995                          SUPERSEDED SURVEY CONTROL
 AA0995
 AA0995  NGVD 29 (09/01/92)    0.446  (m)            1.46   (f) ADJUSTED    1 2
 AA0995
 AA0995.Superseded values are not recommended for survey control.
 AA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0995.See file dsdata.txt to determine how the superseded data were derived.
 AA0995
 AA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0995_MARKER: DJ = TIDAL STATION DISK
 AA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0995_SP_SET: CONCRETE POST
 AA0995_STAMPING: NO.4 1974
 AA0995_MARK LOGO: NOS   
 AA0995_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0995+STABILITY: SURFACE MOTION
 AA0995
 AA0995  HISTORY     - Date     Condition        Report By
 AA0995  HISTORY     - 1974     MONUMENTED       NOS
 AA0995  HISTORY     - 1982     GOOD             FLDNR
 AA0995  HISTORY     - 19881108 GOOD             FLDNR
 AA0995  HISTORY     - 1989     POOR             USPSQD
 AA0995
 AA0995                          STATION DESCRIPTION
 AA0995
 AA0995'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0995'11.7 MI NE FROM KEY WEST.
 AA0995'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0995'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0995'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0995'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE
 AA0995'WEST ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE
 AA0995'WESTERNMOST CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0995'THE TRACK ROAD TO THE END OF THE CANAL AND THE MARK VICINITY.
 AA0995'THE MARK BEARS 3.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 AA0995'EAST-WEST CANAL AND 219 FEET EAST OF THE WATERS EDGE AT THE
 AA0995'WEST SIDE OF THE FILL.
 AA0995
 AA0995                          STATION RECOVERY (1988)
 AA0995
 AA0995'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0995'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0995'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0995'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0995'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0995'TO THE JUNCTION OF COUNTY ROAD C-941.  TURN SOUTHERLY ONTO COUNTY
 AA0995'ROAD C-941 FOR 2.09 KM (1.30 MI) TO AN UNMAINTAINED DIRT ROADON THE
 AA0995'DIRT ROAD TO A TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST
 AA0995'CANALNORTHEASTERLY AND THEN NORTHWESTERLY ON THE TRACK ROAD TO THE
 AA0995'END OF THE CANAL AND THE MARK VICINITY.  LOCATED 1.07 M (3.51 FT)
 AA0995'NORTH OF THE NORTHWEST CORNER OF THE CANAL 66.8 M (219.2 FT) EAST OF
 AA0995'THE WATERS EDGE AT THE WEST SIDE OF THE FILL.
 AA0995
 AA0995                          STATION RECOVERY (1989)
 AA0995
 AA0995'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0995'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0998 ***********************************************************************
 AA0998  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0998  DESIGNATION -  872 4447 TIDAL 5
 AA0998  PID         -  AA0998
 AA0998  STATE/COUNTY-  FL/MONROE
 AA0998  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0998
 AA0998                         *CURRENT SURVEY CONTROL
 AA0998  ___________________________________________________________________
 AA0998* NAD 83(1986)-  24 35 02.     (N)    081 39 17.     (W)     SCALED    
 AA0998* NAVD 88     -         0.053  (meters)       0.17   (feet)  ADJUSTED  
 AA0998  ___________________________________________________________________
 AA0998  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0998  DYNAMIC HT  -           0.053 (meters)       0.17  (feet)  COMP
 AA0998  MODELED GRAV-     978,959.6   (mgal)                       NAVD 88
 AA0998
 AA0998  VERT ORDER  -  FIRST     CLASS II
 AA0998
 AA0998.The horizontal coordinates were scaled from a topographic map and have
 AA0998.an estimated accuracy of +/- 6 seconds.
 AA0998
 AA0998.The orthometric height was determined by differential leveling
 AA0998.and adjusted by the National Geodetic Survey in June 1991..
 AA0998
 AA0998.This Tidal Bench Mark is designated as VM 11093
 AA0998.by the Center for Operational Oceanographic Products and Services.
 AA0998
 AA0998.The geoid height was determined by GEOID03.
 AA0998
 AA0998.The dynamic height is computed by dividing the NAVD 88
 AA0998.geopotential number by the normal gravity value computed on the
 AA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0998.degrees latitude (g = 980.6199 gals.).
 AA0998
 AA0998.The modeled gravity was interpolated from observed gravity values.
 AA0998
 AA0998;                    North         East    Units  Estimated Accuracy
 AA0998;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0998
 AA0998                          SUPERSEDED SURVEY CONTROL
 AA0998
 AA0998  NGVD 29 (09/01/92)    0.468  (m)            1.54   (f) ADJUSTED    1 2
 AA0998
 AA0998.Superseded values are not recommended for survey control.
 AA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0998.See file dsdata.txt to determine how the superseded data were derived.
 AA0998
 AA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0998_MARKER: DJ = TIDAL STATION DISK
 AA0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0998_SP_SET: CONCRETE POST
 AA0998_STAMPING: NO.5 1974
 AA0998_MARK LOGO: NOS   
 AA0998_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0998+STABILITY: SURFACE MOTION
 AA0998
 AA0998  HISTORY     - Date     Condition        Report By
 AA0998  HISTORY     - 1974     MONUMENTED       NOS
 AA0998  HISTORY     - 1982     GOOD             FLDNR
 AA0998  HISTORY     - 19881108 GOOD             FLDNR
 AA0998  HISTORY     - 1989     POOR             USPSQD
 AA0998
 AA0998                          STATION DESCRIPTION
 AA0998
 AA0998'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0998'11.7 MI NE FROM KEY WEST.
 AA0998'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0998'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0998'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0998'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE
 AA0998'WEST ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE
 AA0998'WESTERNMOST CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0998'THE TRACK ROAD TO THE END OF THE CANAL AND THE MARK VICINITY.
 AA0998'THE MARK BEARS 191 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 AA0998'OF THE EAST-WEST CANAL AND 28 FEET EAST OF THE WATERS EDGE AT
 AA0998'THE WEST SIDE OF THE FILL.
 AA0998
 AA0998                          STATION RECOVERY (1988)
 AA0998
 AA0998'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0998'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0998'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0998'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0998'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0998'TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT ROADTO A
 AA0998'TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST CANALTO THE END
 AA0998'OF THE CANAL AND THE VICINITY OF THE MARK.  LOCATED 58.22 M (191.01
 AA0998'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE
 AA0998'WATERS EDGE AT THE WEST SIDE OF THE FILL AND 28.96 M (95.01 FT)
 AA0998'NORTH-NORTHEAST OF BENCH MARK NO.1 1974.
 AA0998
 AA0998                          STATION RECOVERY (1989)
 AA0998
 AA0998'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0998'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0911 ***********************************************************************
 AA0911  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0911  DESIGNATION -  872 4459 D TIDAL
 AA0911  PID         -  AA0911
 AA0911  STATE/COUNTY-  FL/MONROE
 AA0911  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0911
 AA0911                         *CURRENT SURVEY CONTROL
 AA0911  ___________________________________________________________________
 AA0911* NAD 83(1986)-  24 35 32.     (N)    081 40 11.     (W)     SCALED    
 AA0911* NAVD 88     -         4.550  (meters)      14.93   (feet)  ADJUSTED  
 AA0911  ___________________________________________________________________
 AA0911  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0911  DYNAMIC HT  -           4.542 (meters)      14.90  (feet)  COMP
 AA0911  MODELED GRAV-     978,960.2   (mgal)                       NAVD 88
 AA0911
 AA0911  VERT ORDER  -  FIRST     CLASS II
 AA0911
 AA0911.The horizontal coordinates were scaled from a topographic map and have
 AA0911.an estimated accuracy of +/- 6 seconds.
 AA0911
 AA0911.The orthometric height was determined by differential leveling
 AA0911.and adjusted by the National Geodetic Survey in June 1991..
 AA0911
 AA0911.This Tidal Bench Mark is designated as VM 11087
 AA0911.by the Center for Operational Oceanographic Products and Services.
 AA0911
 AA0911.The geoid height was determined by GEOID03.
 AA0911
 AA0911.The dynamic height is computed by dividing the NAVD 88
 AA0911.geopotential number by the normal gravity value computed on the
 AA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0911.degrees latitude (g = 980.6199 gals.).
 AA0911
 AA0911.The modeled gravity was interpolated from observed gravity values.
 AA0911
 AA0911;                    North         East    Units  Estimated Accuracy
 AA0911;SPC FL E     -    28,840.      132,170.      MT  (+/- 180 meters Scaled)
 AA0911
 AA0911                          SUPERSEDED SURVEY CONTROL
 AA0911
 AA0911  NGVD 29 (09/01/92)    4.967  (m)           16.30   (f) ADJUSTED    1 2
 AA0911
 AA0911.Superseded values are not recommended for survey control.
 AA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0911.See file dsdata.txt to determine how the superseded data were derived.
 AA0911
 AA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH321199(NAD 83)
 AA0911_MARKER: DB = BENCH MARK DISK
 AA0911_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0911_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0911_STAMPING: 4459 D
 AA0911_MARK LOGO: FLDT  
 AA0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0911
 AA0911  HISTORY     - Date     Condition        Report By
 AA0911  HISTORY     - UNK      MONUMENTED       FLDT
 AA0911  HISTORY     - 1982     GOOD             FLDNR
 AA0911  HISTORY     - 19881108 GOOD             FLDNR
 AA0911  HISTORY     - 1989     GOOD             USPSQD
 AA0911
 AA0911                          STATION DESCRIPTION
 AA0911
 AA0911'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0911'8.7 MI NE FROM KEY WEST.
 AA0911'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 8.7 MILES NORTHEAST ON
 AA0911'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER ROCKLAND
 AA0911'CHANNEL.  THE MARK BEARS 19.1 FEET NORTHWEST OF THE CENTERLINE OF
 AA0911'HIGHWAY, 1.1 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT, AND 10.0
 AA0911'FEET NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL.
 AA0911'THE MARK IS 3 FT ABOVE LEVEL OF U.S. 1.
 AA0911
 AA0911                          STATION RECOVERY (1988)
 AA0911
 AA0911'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0911'RECOVERED IN GOOD CONDITION.
 AA0911
 AA0911                          STATION RECOVERY (1989)
 AA0911
 AA0911'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0909 ***********************************************************************
 AA0909  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0909  DESIGNATION -  872 4459 E TIDAL
 AA0909  PID         -  AA0909
 AA0909  STATE/COUNTY-  FL/MONROE
 AA0909  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0909
 AA0909                         *CURRENT SURVEY CONTROL
 AA0909  ___________________________________________________________________
 AA0909* NAD 83(1999)-  24 35 35.31174(N)    081 39 54.94249(W)     ADJUSTED  
 AA0909* NAVD 88     -         4.517  (meters)      14.82   (feet)  ADJUSTED  
 AA0909  ___________________________________________________________________
 AA0909  X           -     841,165.825 (meters)                     COMP
 AA0909  Y           -  -5,741,609.966 (meters)                     COMP
 AA0909  Z           -   2,638,154.924 (meters)                     COMP
 AA0909  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA0909  ELLIP HEIGHT-         -17.18  (meters)          (06/19/01) GPS OBS
 AA0909  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0909  DYNAMIC HT  -           4.510 (meters)      14.80  (feet)  COMP
 AA0909  MODELED GRAV-     978,960.2   (mgal)                       NAVD 88
 AA0909
 AA0909  HORZ ORDER  -  FIRST
 AA0909  VERT ORDER  -  FIRST     CLASS II
 AA0909  ELLP ORDER  -  FOURTH    CLASS I
 AA0909
 AA0909.The horizontal coordinates were established by GPS observations
 AA0909.and adjusted by the National Geodetic Survey in June 2001..
 AA0909
 AA0909.The orthometric height was determined by differential leveling
 AA0909.and adjusted by the National Geodetic Survey in June 1991..
 AA0909
 AA0909.This Tidal Bench Mark is designated as VM 11088
 AA0909.by the Center for Operational Oceanographic Products and Services.
 AA0909
 AA0909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0909
 AA0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA0909
 AA0909.The ellipsoidal height was determined by GPS observations
 AA0909.and is referenced to NAD 83.
 AA0909
 AA0909.The geoid height was determined by GEOID03.
 AA0909
 AA0909.The dynamic height is computed by dividing the NAVD 88
 AA0909.geopotential number by the normal gravity value computed on the
 AA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0909.degrees latitude (g = 980.6199 gals.).
 AA0909
 AA0909.The modeled gravity was interpolated from observed gravity values.
 AA0909
 AA0909;                    North         East     Units Scale Factor Converg.
 AA0909;SPC FL E     -    28,938.808   132,625.266   MT  0.99999722   -0 16 36.7
 AA0909;SPC FL E     -    94,943.41    435,121.39   sFT  0.99999722   -0 16 36.7
 AA0909;UTM  17      - 2,720,060.916   432,648.254   MT  0.99965602   -0 16 36.7
 AA0909
 AA0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0909!SPC FL E     -   1.00000270  x   0.99999722  =   0.99999992
 AA0909!UTM  17      -   1.00000270  x   0.99965602  =   0.99965872
 AA0909
 AA0909                          SUPERSEDED SURVEY CONTROL
 AA0909
 AA0909  NAD 83(1990)-  24 35 35.31020(N)    081 39 54.94247(W) AD(       ) 1
 AA0909  ELLIP H (07/31/95)  -17.04   (m)                       GP(       ) 4 1
 AA0909  NAVD 88 (07/31/95)    4.51   (m)           14.8    (f) LEVELING    3  
 AA0909  NGVD 29 (09/01/92)    4.933  (m)           16.18   (f) ADJUSTED    1 2
 AA0909
 AA0909.Superseded values are not recommended for survey control.
 AA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0909.See file dsdata.txt to determine how the superseded data were derived.
 AA0909
 AA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3264820061(NAD 83)
 AA0909_MARKER: DD = SURVEY DISK
 AA0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0909_SP_SET: CONCRETE GUARDRAIL OF BRIDGE
 AA0909_STAMPING: 4459 E
 AA0909_MARK LOGO: FLDT  
 AA0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0909+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1994
 AA0909
 AA0909  HISTORY     - Date     Condition        Report By
 AA0909  HISTORY     - UNK      MONUMENTED       FLDT
 AA0909  HISTORY     - 1982     GOOD             FLDNR
 AA0909  HISTORY     - 19881108 GOOD             FLDNR
 AA0909  HISTORY     - 1989     GOOD             USPSQD
 AA0909  HISTORY     - 19940216 GOOD             KEISCH
 AA0909
 AA0909                          STATION DESCRIPTION
 AA0909
 AA0909'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0909'8.95 MI NE FROM KEY WEST.
 AA0909'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 8.95 MILES NORTHEAST
 AA0909'ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0909'ROCKLAND CHANNEL.  THE MARK BEARS 19.1 FEET SOUTHEAST OF THE
 AA0909'CENTERLINE OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF THE NORTHEAST
 AA0909'ABUTMENT, 10.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0909'GUARDRAIL, AND 4.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AA0909'BRIDGE CHEEKWALL.
 AA0909'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0909
 AA0909                          STATION RECOVERY (1988)
 AA0909
 AA0909'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0909'RECOVERED IN GOOD CONDITION.
 AA0909
 AA0909                          STATION RECOVERY (1989)
 AA0909
 AA0909'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0909'RECOVERED IN GOOD CONDITION.
 AA0909
 AA0909                          STATION RECOVERY (1994)
 AA0909
 AA0909'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0909'THE STATION IS LOCATED ON BIG COPPIT KEY, EAST OF BOCA CHICA KEY, AT
 AA0909'THE EAST END OF THE U.S. 1 BRIDGE OVER ROCKLAND CHANNEL IN MONROE
 AA0909'COUNTY, FLORIDA. TO REACH THE STATION FROM THE POST OFFICE ON
 AA0909'SUGARLOAF KEY, GO SOUTHWEST ON U.S. 1 FOR 7.5 MI (12.1 KM) TO THE EAST
 AA0909'END OF THE BRIDGE OVER ROCKLAND CHANNEL AND THE STATION ON THE LEFT.
 AA0909'THE STATION LIES IN THE SOUTHEAST CORNER OF THE BRIDGE, 0.2 MI (0.3
 AA0909'KM) WEST OF MILE MARKER 10, 18.4 FT (5.6 M) SOUTH OF THE CENTERLINE OF
 AA0909'U.S. 1, AND 15.8 FT (4.8 M) SOUTHWEST OF A CARSONITE WITNESS POST. THE
 AA0909'STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISC SET IN A
 AA0909'CONCRETE GUARDRAIL POST OF A BRIDGE, STAMPED "4459 E." REFERENCES--
 AA0909'FOUND A USCGS SURVEY DISC SET IN A CONCRETE WING WALL, STAMPED "U 70
 AA0909'RESET 1939," MAGNETIC AZIMUTH OF 192 DEGREES AT 51.00 FT (15.54 M) .
 AA0909'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT PAVEMENT, MAGNETIC
 AA0909'AZIMUTH OF 343 DEGREES AT 6.39 FT (1.95 M) . KEITH AND SCHNARS NAIL
 AA0909'AND DISC, SET IN THE TOP OF A WOOD GUARDRAIL POST, MANGETIC AZIMUTH OF
 AA0909'67 DEGREES AT 34.37 FT (10.48 M) . SET CARSONITE WITNESS POST,
 AA0909'MAGNETIC AZIMUTH OF 60 DEGREES AT 15.8 FT (4.8 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0910 ***********************************************************************
 AA0910  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0910  DESIGNATION -  872 4459 TIDAL 2
 AA0910  PID         -  AA0910
 AA0910  STATE/COUNTY-  FL/MONROE
 AA0910  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0910
 AA0910                         *CURRENT SURVEY CONTROL
 AA0910  ___________________________________________________________________
 AA0910* NAD 83(1986)-  24 35 32.     (N)    081 40 11.     (W)     SCALED    
 AA0910* NAVD 88     -         0.753  (meters)       2.47   (feet)  ADJUSTED  
 AA0910  ___________________________________________________________________
 AA0910  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0910  DYNAMIC HT  -           0.752 (meters)       2.47  (feet)  COMP
 AA0910  MODELED GRAV-     978,960.2   (mgal)                       NAVD 88
 AA0910
 AA0910  VERT ORDER  -  FIRST     CLASS II
 AA0910
 AA0910.The horizontal coordinates were scaled from a topographic map and have
 AA0910.an estimated accuracy of +/- 6 seconds.
 AA0910
 AA0910.The orthometric height was determined by differential leveling
 AA0910.and adjusted by the National Geodetic Survey in June 1991..
 AA0910
 AA0910.This Tidal Bench Mark is designated as VM 11086
 AA0910.by the Center for Operational Oceanographic Products and Services.
 AA0910
 AA0910.The geoid height was determined by GEOID03.
 AA0910
 AA0910.The dynamic height is computed by dividing the NAVD 88
 AA0910.geopotential number by the normal gravity value computed on the
 AA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0910.degrees latitude (g = 980.6199 gals.).
 AA0910
 AA0910.The modeled gravity was interpolated from observed gravity values.
 AA0910
 AA0910;                    North         East    Units  Estimated Accuracy
 AA0910;SPC FL E     -    28,840.      132,170.      MT  (+/- 180 meters Scaled)
 AA0910
 AA0910                          SUPERSEDED SURVEY CONTROL
 AA0910
 AA0910  NGVD 29 (09/01/92)    1.171  (m)            3.84   (f) ADJUSTED    1 2
 AA0910
 AA0910.Superseded values are not recommended for survey control.
 AA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0910.See file dsdata.txt to determine how the superseded data were derived.
 AA0910
 AA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH321199(NAD 83)
 AA0910_MARKER: DJ = TIDAL STATION DISK
 AA0910_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0910_SP_SET: CONCRETE BRIDGE WINGWALL
 AA0910_STAMPING: NO.2 1975
 AA0910_MARK LOGO: NOS   
 AA0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0910+STABILITY: SURFACE MOTION
 AA0910
 AA0910  HISTORY     - Date     Condition        Report By
 AA0910  HISTORY     - 1975     MONUMENTED       NOS
 AA0910  HISTORY     - 1982     GOOD             FLDNR
 AA0910  HISTORY     - 19881108 GOOD             FLDNR
 AA0910  HISTORY     - 1989     GOOD             USPSQD
 AA0910
 AA0910                          STATION DESCRIPTION
 AA0910
 AA0910'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0910'8.7 MI NE FROM KEY WEST.
 AA0910'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 8.7 MILES NORTHEAST ON
 AA0910'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER ROCKLAND
 AA0910'CHANNEL.  THE MARK IS SET IN THE WINGWALL FOR THE OLD HIGHWAY
 AA0910'BRIDGE, NOW USED AS A FISHING PIER, 38.5 FEET SOUTHEAST OF THE
 AA0910'CENTERLINE OF THE OLD BRIDGE, AND 29.0 FEET SOUTHEAST OF THE OLD
 AA0910'BRIDGE ABUTMENT.
 AA0910'THE MARK IS 9 FT BELOW LEVEL OF U.S. 1.
 AA0910
 AA0910                          STATION RECOVERY (1988)
 AA0910
 AA0910'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0910'RECOVERED IN GOOD CONDITION.
 AA0910
 AA0910                          STATION RECOVERY (1989)
 AA0910
 AA0910'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1679 ***********************************************************************
 AA1679  DESIGNATION -  872 4485 G TIDAL
 AA1679  PID         -  AA1679
 AA1679  STATE/COUNTY-  FL/MONROE
 AA1679  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1679
 AA1679                         *CURRENT SURVEY CONTROL
 AA1679  ___________________________________________________________________
 AA1679* NAD 83(1986)-  24 35 48.     (N)    081 42 08.     (W)     SCALED    
 AA1679* NAVD 88     -         0.292  (meters)       0.96   (feet)  ADJUSTED  
 AA1679  ___________________________________________________________________
 AA1679  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA1679  DYNAMIC HT  -           0.292 (meters)       0.96  (feet)  COMP
 AA1679  MODELED GRAV-     978,959.9   (mgal)                       NAVD 88
 AA1679
 AA1679  VERT ORDER  -  FIRST     CLASS II
 AA1679
 AA1679.The horizontal coordinates were scaled from a topographic map and have
 AA1679.an estimated accuracy of +/- 6 seconds.
 AA1679
 AA1679.The orthometric height was determined by differential leveling
 AA1679.and adjusted by the National Geodetic Survey in May 1994..
 AA1679
 AA1679.The geoid height was determined by GEOID03.
 AA1679
 AA1679.The dynamic height is computed by dividing the NAVD 88
 AA1679.geopotential number by the normal gravity value computed on the
 AA1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1679.degrees latitude (g = 980.6199 gals.).
 AA1679
 AA1679.The modeled gravity was interpolated from observed gravity values.
 AA1679
 AA1679;                    North         East    Units  Estimated Accuracy
 AA1679;SPC FL E     -    29,350.      128,880.      MT  (+/- 180 meters Scaled)
 AA1679
 AA1679                          SUPERSEDED SURVEY CONTROL
 AA1679
 AA1679  NGVD 29 (09/01/92)    0.708  (m)            2.32   (f) ADJUSTED    1 2
 AA1679
 AA1679.Superseded values are not recommended for survey control.
 AA1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1679.See file dsdata.txt to determine how the superseded data were derived.
 AA1679
 AA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH289204(NAD 83)
 AA1679_MARKER: DJ = TIDAL STATION DISK
 AA1679_SETTING: 66 = SET IN ROCK OUTCROP
 AA1679_SP_SET: ROCK OUTCROP
 AA1679_STAMPING: 4485 G 1988
 AA1679_MARK LOGO: NOS   
 AA1679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1679+STABILITY: POSITION/ELEVATION WELL
 AA1679
 AA1679  HISTORY     - Date     Condition        Report By
 AA1679  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1679
 AA1679                          STATION DESCRIPTION
 AA1679
 AA1679'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1679'TO REACH THE MARK FROM U.S HIGHWAY 1 OVERPASS AND THE MAIN ENTRANCE
 AA1679'ROAD FOR THE BOCA CHICA NAVAL AIR STATIONON A PAVED ROAD THAT IS
 AA1679'PARALLEL WITH AND NORTH OF U.S. HIGHWAY 1 TO A FENCE GATETO A
 AA1679'JUNCTION OF A PAVED ROAD LEADING TO THE NORTHTO THE MARK.  LOCATED
 AA1679'ABOUT 76.2 M (250.0 FT) SOUTH OF THE FENCE AROUND A CLOSED DOWN ARMY
 AA1679'INSTALLATION (HAWK SITE)EAST OF THE CENTERLINE OF THE PAVED
 AA1679'ROADSOUTH-SOUTHWEST OF BEACH MARK S 329 1970 AND 24.0 M (78.7 FT)
 AA1679'NORTH OF TIDAL BENCH MARK 4485 H 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1659 ***********************************************************************
 AA1659  DESIGNATION -  872 4485 H TIDAL
 AA1659  PID         -  AA1659
 AA1659  STATE/COUNTY-  FL/MONROE
 AA1659  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1659
 AA1659                         *CURRENT SURVEY CONTROL
 AA1659  ___________________________________________________________________
 AA1659* NAD 83(1986)-  24 35 47.     (N)    081 42 08.     (W)     SCALED    
 AA1659* NAVD 88     -         0.256  (meters)       0.84   (feet)  ADJUSTED  
 AA1659  ___________________________________________________________________
 AA1659  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA1659  DYNAMIC HT  -           0.255 (meters)       0.84  (feet)  COMP
 AA1659  MODELED GRAV-     978,959.9   (mgal)                       NAVD 88
 AA1659
 AA1659  VERT ORDER  -  FIRST     CLASS II
 AA1659
 AA1659.The horizontal coordinates were scaled from a topographic map and have
 AA1659.an estimated accuracy of +/- 6 seconds.
 AA1659
 AA1659.The orthometric height was determined by differential leveling
 AA1659.and adjusted by the National Geodetic Survey in May 1994..
 AA1659
 AA1659.The geoid height was determined by GEOID03.
 AA1659
 AA1659.The dynamic height is computed by dividing the NAVD 88
 AA1659.geopotential number by the normal gravity value computed on the
 AA1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1659.degrees latitude (g = 980.6199 gals.).
 AA1659
 AA1659.The modeled gravity was interpolated from observed gravity values.
 AA1659
 AA1659;                    North         East    Units  Estimated Accuracy
 AA1659;SPC FL E     -    29,320.      128,880.      MT  (+/- 180 meters Scaled)
 AA1659
 AA1659                          SUPERSEDED SURVEY CONTROL
 AA1659
 AA1659  NGVD 29 (09/01/92)    0.670  (m)            2.20   (f) ADJUSTED    1 2
 AA1659
 AA1659.Superseded values are not recommended for survey control.
 AA1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1659.See file dsdata.txt to determine how the superseded data were derived.
 AA1659
 AA1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH289204(NAD 83)
 AA1659_MARKER: DJ = TIDAL STATION DISK
 AA1659_SETTING: 66 = SET IN ROCK OUTCROP
 AA1659_SP_SET: ROCK OUTCROP
 AA1659_STAMPING: 4485 H 1988
 AA1659_MARK LOGO: NOS   
 AA1659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1659+STABILITY: POSITION/ELEVATION WELL
 AA1659
 AA1659  HISTORY     - Date     Condition        Report By
 AA1659  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1659
 AA1659                          STATION DESCRIPTION
 AA1659
 AA1659'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1659'TO REACH THE MARK FROM THE U.S. HIGHWAY 1 OVERPASS OF THE MAIN
 AA1659'ENTRANCE ROAD FOR BOCA CHICA NAVAL AIR STATION, GO 0.72 KM (0.45 MI)
 AA1659'SOUTHWEST ON A PAVED ROAD THAT IS PARALLEL AND NORTH OF U.S. HIGHWAY
 AA1659'1 TO A FENCE GATE, CONTINUE 0.64 KM (0.40 MI) NORTHWEST ON THE PAVED
 AA1659'ROAD TO A JUNCTION OF ANOTHER PAVED ROAD LEADING TO THE NORTH, TURN
 AA1659'AND GO NORTH FOR 0.80 KM (0.50 MI) ON THIS ROAD TO THE MARK, WHICH IS
 AA1659'APPROXIMATELY 76.2 M (250.0 FT) SOUTH OF THE FENCE AROUND A CLOSED
 AA1659'DOWN ARMY INSTALLATION (HAWK SITE), 15.24 M (50.00 FT) EAST OF THE
 AA1659'CENTERLINE OF THE PAVEDROAD AND 27.74 M (91.01 FT) SOUTH-SOUTHWEST OF
 AA1659'BENCHMARK 4485 H 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0993 ***********************************************************************
 AA0993  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0993  DESIGNATION -  872 4489 F TIDAL
 AA0993  PID         -  AA0993
 AA0993  STATE/COUNTY-  FL/MONROE
 AA0993  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0993
 AA0993                         *CURRENT SURVEY CONTROL
 AA0993  ___________________________________________________________________
 AA0993* NAD 83(1986)-  24 35 56.     (N)    081 39 09.     (W)     SCALED    
 AA0993* NAVD 88     -         2.051  (meters)       6.73   (feet)  ADJUSTED  
 AA0993  ___________________________________________________________________
 AA0993  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA0993  DYNAMIC HT  -           2.047 (meters)       6.72  (feet)  COMP
 AA0993  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA0993
 AA0993  VERT ORDER  -  FIRST     CLASS II
 AA0993
 AA0993.The horizontal coordinates were scaled from a topographic map and have
 AA0993.an estimated accuracy of +/- 6 seconds.
 AA0993
 AA0993.The orthometric height was determined by differential leveling
 AA0993.and adjusted by the National Geodetic Survey in May 1994..
 AA0993
 AA0993.This Tidal Bench Mark is designated as VM 11034
 AA0993.by the Center for Operational Oceanographic Products and Services.
 AA0993
 AA0993.The geoid height was determined by GEOID03.
 AA0993
 AA0993.The dynamic height is computed by dividing the NAVD 88
 AA0993.geopotential number by the normal gravity value computed on the
 AA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0993.degrees latitude (g = 980.6199 gals.).
 AA0993
 AA0993.The modeled gravity was interpolated from observed gravity values.
 AA0993
 AA0993;                    North         East    Units  Estimated Accuracy
 AA0993;SPC FL E     -    29,570.      133,920.      MT  (+/- 180 meters Scaled)
 AA0993
 AA0993                          SUPERSEDED SURVEY CONTROL
 AA0993
 AA0993  NAVD 88 (06/15/91)    2.052  (m)            6.73   (f) UNKNOWN     1 2
 AA0993  NGVD 29 (09/01/92)    2.465  (m)            8.09   (f) ADJUSTED    1 2
 AA0993
 AA0993.Superseded values are not recommended for survey control.
 AA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0993.See file dsdata.txt to determine how the superseded data were derived.
 AA0993
 AA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH339206(NAD 83)
 AA0993_MARKER: DJ = TIDAL STATION DISK
 AA0993_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0993_SP_SET: PILLAR
 AA0993_STAMPING: 4489 F 1982
 AA0993_MARK LOGO: NOS   
 AA0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0993
 AA0993  HISTORY     - Date     Condition        Report By
 AA0993  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0993  HISTORY     - 1986     GOOD             FLDNR
 AA0993  HISTORY     - 19881108 GOOD             FLDNR
 AA0993  HISTORY     - 19980402 GOOD             NGS
 AA0993
 AA0993                          STATION DESCRIPTION
 AA0993
 AA0993'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0993'9.9 MI NE FROM KEY WEST.
 AA0993'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0993'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD.
 AA0993'THE MARK BEARS 71.9 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 AA0993'1, 24.3 FEET EAST OF THE CENTERLINE OF DIAMOND ROAD, 87.4 FEET
 AA0993'EAST-SOUTHEAST OF THE SOUTHEAST FENCE CORNER AT SOUTHERN
 AA0993'FURNITURE SALES, AND IS SET VERTICALLY IN THE WEST SIDE OF A
 AA0993'CONCRETE AND LIMEROCK PILLAR THAT IS 3-FOOT BY 3-FOOT BY 8-FOOT.
 AA0993'THE MARK IS 0.7 FT ABOVE GROUND.
 AA0993
 AA0993                          STATION RECOVERY (1986)
 AA0993
 AA0993'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0993'RECOVERED IN GOOD CONDITION.
 AA0993
 AA0993                          STATION RECOVERY (1988)
 AA0993
 AA0993'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0993'RECOVERED IN GOOD CONDITION.
 AA0993
 AA0993                          STATION RECOVERY (1998)
 AA0993
 AA0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA0993'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA0993'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA0993'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA0993'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND THE
 AA0993'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1637 ***********************************************************************
 AA1637  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1637  DESIGNATION -  872 4489 G TIDAL
 AA1637  PID         -  AA1637
 AA1637  STATE/COUNTY-  FL/MONROE
 AA1637  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1637
 AA1637                         *CURRENT SURVEY CONTROL
 AA1637  ___________________________________________________________________
 AA1637* NAD 83(1986)-  24 35 56.     (N)    081 39 09.     (W)     SCALED    
 AA1637* NAVD 88     -         0.870  (meters)       2.85   (feet)  ADJUSTED  
 AA1637  ___________________________________________________________________
 AA1637  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1637  DYNAMIC HT  -           0.868 (meters)       2.85  (feet)  COMP
 AA1637  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA1637
 AA1637  VERT ORDER  -  FIRST     CLASS II
 AA1637
 AA1637.The horizontal coordinates were scaled from a topographic map and have
 AA1637.an estimated accuracy of +/- 6 seconds.
 AA1637
 AA1637.The orthometric height was determined by differential leveling
 AA1637.and adjusted by the National Geodetic Survey in June 1991..
 AA1637
 AA1637.This Tidal Bench Mark is designated as VM 11310
 AA1637.by the Center for Operational Oceanographic Products and Services.
 AA1637
 AA1637.The geoid height was determined by GEOID03.
 AA1637
 AA1637.The dynamic height is computed by dividing the NAVD 88
 AA1637.geopotential number by the normal gravity value computed on the
 AA1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1637.degrees latitude (g = 980.6199 gals.).
 AA1637
 AA1637.The modeled gravity was interpolated from observed gravity values.
 AA1637
 AA1637;                    North         East    Units  Estimated Accuracy
 AA1637;SPC FL E     -    29,570.      133,920.      MT  (+/- 180 meters Scaled)
 AA1637
 AA1637                          SUPERSEDED SURVEY CONTROL
 AA1637
 AA1637  NGVD 29 (09/01/92)    1.284  (m)            4.21   (f) ADJUSTED    1 2
 AA1637
 AA1637.Superseded values are not recommended for survey control.
 AA1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1637.See file dsdata.txt to determine how the superseded data were derived.
 AA1637
 AA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH339206(NAD 83)
 AA1637_MARKER: DJ = TIDAL STATION DISK
 AA1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1637_SP_SET: POWER POLE BASE
 AA1637_STAMPING: 4489 G 1986
 AA1637_MARK LOGO: NOS   
 AA1637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1637
 AA1637  HISTORY     - Date     Condition        Report By
 AA1637  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1637  HISTORY     - 19881108 GOOD             FLDNR
 AA1637  HISTORY     - 19980402 GOOD             NGS
 AA1637
 AA1637                          STATION DESCRIPTION
 AA1637
 AA1637'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1637'10.05 MI NE FROM KEY WEST.
 AA1637'THE MARK IS 3.0 FT BELOW HIGHWAY.
 AA1637'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.05 MILES NORTHEAST ON
 AA1637'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C-941.  THE MARK BEARS
 AA1637'40.7 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 1, 144.0 FEET
 AA1637'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND AN
 AA1637'ELECTRICAL TRANSMISSION STATION, 152.0 FEET EAST-SOUTHEAST OF 4489 F
 AA1637'1986, 170.0 FEET WEST-SOUTHWEST OF THE EXTENSION OF THE CENTERLINE OF
 AA1637'AQUAMARINE DRIVE AND IS SET IN THE NORTH EDGE OF A CONCRETE BASE FOR
 AA1637'A METAL POWER POLE.
 AA1637
 AA1637                          STATION RECOVERY (1988)
 AA1637
 AA1637'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1637'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1637'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1637'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1637'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.75 KM (7.30 MI)
 AA1637'TO THE JUNCTION OF COUNTY ROAD C-941 AND THE MARKNORTH OF THE NORTH
 AA1637'FACE OF THE POLE.  LOCATED 12.4 M (40.7 FT) SOUTH-SOUTHEAST OF THE
 AA1637'CENTERLINE OF U.S. HIGHWAY 1, 43.9 M (144.0 FT) EAST-NORTHEAST OF
 AA1637'THE NORTHEAST CORNER OF A FENCE AROUND AN ELECTRICAL TRANSMISSION
 AA1637'STATIONEAST-SOUTHEAST OF BENCHMARK 4489 F AND 51.8 M (169.9 FT)
 AA1637'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF AQUAMARINE DRIVE.
 AA1637
 AA1637                          STATION RECOVERY (1998)
 AA1637
 AA1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA1637'RECOVERED IN GOOD CONDITION.  NOTE--THE DISTANCES AND DIRECTIONS
 AA1637'CHECKED.  AN ADDITIONAL TO REACH CAN BE ADDED, FROM THE INTERSECTION
 AA1637'OF U.S.  HIGHWAY 1 AND COUNTY ROAD 941 KEY GO EAST ON HWY 1 FOR 1.75
 AA1637'MI (2.82 KM) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1638 ***********************************************************************
 AA1638  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1638  DESIGNATION -  872 4489 H TIDAL
 AA1638  PID         -  AA1638
 AA1638  STATE/COUNTY-  FL/MONROE
 AA1638  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1638
 AA1638                         *CURRENT SURVEY CONTROL
 AA1638  ___________________________________________________________________
 AA1638* NAD 83(1986)-  24 35 50.     (N)    081 39 05.     (W)     SCALED    
 AA1638* NAVD 88     -         1.683  (meters)       5.52   (feet)  ADJUSTED  
 AA1638  ___________________________________________________________________
 AA1638  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1638  DYNAMIC HT  -           1.681 (meters)       5.52  (feet)  COMP
 AA1638  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA1638
 AA1638  VERT ORDER  -  FIRST     CLASS II
 AA1638
 AA1638.The horizontal coordinates were scaled from a topographic map and have
 AA1638.an estimated accuracy of +/- 6 seconds.
 AA1638
 AA1638.The orthometric height was determined by differential leveling
 AA1638.and adjusted by the National Geodetic Survey in June 1991..
 AA1638
 AA1638.This Tidal Bench Mark is designated as VM 11311
 AA1638.by the Center for Operational Oceanographic Products and Services.
 AA1638
 AA1638.The geoid height was determined by GEOID03.
 AA1638
 AA1638.The dynamic height is computed by dividing the NAVD 88
 AA1638.geopotential number by the normal gravity value computed on the
 AA1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1638.degrees latitude (g = 980.6199 gals.).
 AA1638
 AA1638.The modeled gravity was interpolated from observed gravity values.
 AA1638
 AA1638;                    North         East    Units  Estimated Accuracy
 AA1638;SPC FL E     -    29,380.      134,030.      MT  (+/- 180 meters Scaled)
 AA1638
 AA1638                          SUPERSEDED SURVEY CONTROL
 AA1638
 AA1638  NGVD 29 (09/01/92)    2.098  (m)            6.88   (f) ADJUSTED    1 2
 AA1638
 AA1638.Superseded values are not recommended for survey control.
 AA1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1638.See file dsdata.txt to determine how the superseded data were derived.
 AA1638
 AA1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH340205(NAD 83)
 AA1638_MARKER: DJ = TIDAL STATION DISK
 AA1638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1638_SP_SET: POWER POLE BASE
 AA1638_STAMPING: 4489 H 1986
 AA1638_MARK LOGO: NOS   
 AA1638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1638
 AA1638  HISTORY     - Date     Condition        Report By
 AA1638  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1638  HISTORY     - 19881108 GOOD             FLDNR
 AA1638  HISTORY     - 19980402 GOOD             NGS
 AA1638
 AA1638                          STATION DESCRIPTION
 AA1638
 AA1638'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1638'10.05 MI NE FROM KEY WEST.
 AA1638'THE MARK IS 2.0 FT BELOW HIGHWAY.
 AA1638'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.05 MILES NORTHEAST ON
 AA1638'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C-941.  THE MARK BEARS
 AA1638'43.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 1, 32.5 FEET
 AA1638'EAST-NORTHEAST OF THE CENTERLINE OF C-941, 469.5 FEET EAST-NORTHEAST
 AA1638'OF BENCH MARK 872 4489 B 1986, AND IS SET ON THE NORTH EDGE OF THE
 AA1638'CONCRETE BASE FOR POWER POLE PH2T2BC-30.
 AA1638
 AA1638                          STATION RECOVERY (1988)
 AA1638
 AA1638'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1638'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1638'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1638'(2.75 MI) TO THE INTERSECTION OF U.S HIGHWAY 1 AND ROOSEVELT
 AA1638'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.75 KM (7.30 MI)
 AA1638'TO THE JUNCTION OF COUNTY ROAD C-941 AND THE MARKSOUTH-SOUTHEAST OF
 AA1638'THE CENTERLINE OF U.S. HIGHWAY 1 AND 9.9 M (32.5 FT) EAST-NORTHEAST
 AA1638'OF THE CENTERLINE OF C-941.
 AA1638
 AA1638                          STATION RECOVERY (1998)
 AA1638
 AA1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA1638'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0990 ***********************************************************************
 AA0990  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0990  DESIGNATION -  872 4489 TIDAL 1
 AA0990  PID         -  AA0990
 AA0990  STATE/COUNTY-  FL/MONROE
 AA0990  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0990
 AA0990                         *CURRENT SURVEY CONTROL
 AA0990  ___________________________________________________________________
 AA0990* NAD 83(1986)-  24 36 08.     (N)    081 39 17.     (W)     SCALED    
 AA0990* NAVD 88     -         1.009  (meters)       3.31   (feet)  ADJUSTED  
 AA0990  ___________________________________________________________________
 AA0990  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0990  DYNAMIC HT  -           1.007 (meters)       3.30  (feet)  COMP
 AA0990  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA0990
 AA0990  VERT ORDER  -  SECOND    CLASS I
 AA0990
 AA0990.The horizontal coordinates were scaled from a topographic map and have
 AA0990.an estimated accuracy of +/- 6 seconds.
 AA0990
 AA0990.The orthometric height was determined by differential leveling
 AA0990.and adjusted by the National Geodetic Survey in June 1991..
 AA0990
 AA0990.This Tidal Bench Mark is designated as VM 11035
 AA0990.by the Center for Operational Oceanographic Products and Services.
 AA0990
 AA0990.The geoid height was determined by GEOID03.
 AA0990
 AA0990.The dynamic height is computed by dividing the NAVD 88
 AA0990.geopotential number by the normal gravity value computed on the
 AA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0990.degrees latitude (g = 980.6199 gals.).
 AA0990
 AA0990.The modeled gravity was interpolated from observed gravity values.
 AA0990
 AA0990;                    North         East    Units  Estimated Accuracy
 AA0990;SPC FL E     -    29,940.      133,700.      MT  (+/- 180 meters Scaled)
 AA0990
 AA0990                          SUPERSEDED SURVEY CONTROL
 AA0990
 AA0990.No superseded survey control is available for this station.
 AA0990
 AA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0990_MARKER: DJ = TIDAL STATION DISK
 AA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0990_SP_SET: CONCRETE POST
 AA0990_STAMPING: NO 1 1974
 AA0990_MARK LOGO: NOS   
 AA0990_PROJECTION: FLUSH
 AA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0990+STABILITY: SURFACE MOTION
 AA0990
 AA0990  HISTORY     - Date     Condition        Report By
 AA0990  HISTORY     - 1974     MONUMENTED       NOS
 AA0990  HISTORY     - 1982     GOOD             FLDNR
 AA0990
 AA0990                          STATION DESCRIPTION
 AA0990
 AA0990'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0990'10.1 MI NE FROM KEY WEST.
 AA0990'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0990'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD,
 AA0990'GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK IS
 AA0990'NORTH OF AND IN LINE WITH THE EXTENDED CENTERLINE OF DIAMOND
 AA0990'ROAD, 19 FEET NORTH OF A POWER POLE, AND 5 FEET NORTH OF A
 AA0990'GUIDE WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0991 ***********************************************************************
 AA0991  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0991  DESIGNATION -  872 4489 TIDAL 2
 AA0991  PID         -  AA0991
 AA0991  STATE/COUNTY-  FL/MONROE
 AA0991  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0991
 AA0991                         *CURRENT SURVEY CONTROL
 AA0991  ___________________________________________________________________
 AA0991* NAD 83(1986)-  24 36 08.     (N)    081 39 17.     (W)     SCALED    
 AA0991* NAVD 88     -         1.086  (meters)       3.56   (feet)  ADJUSTED  
 AA0991  ___________________________________________________________________
 AA0991  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0991  DYNAMIC HT  -           1.084 (meters)       3.56  (feet)  COMP
 AA0991  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA0991
 AA0991  VERT ORDER  -  SECOND    CLASS I
 AA0991
 AA0991.The horizontal coordinates were scaled from a topographic map and have
 AA0991.an estimated accuracy of +/- 6 seconds.
 AA0991
 AA0991.The orthometric height was determined by differential leveling
 AA0991.and adjusted by the National Geodetic Survey in June 1991..
 AA0991
 AA0991.This Tidal Bench Mark is designated as VM 11036
 AA0991.by the Center for Operational Oceanographic Products and Services.
 AA0991
 AA0991.The geoid height was determined by GEOID03.
 AA0991
 AA0991.The dynamic height is computed by dividing the NAVD 88
 AA0991.geopotential number by the normal gravity value computed on the
 AA0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0991.degrees latitude (g = 980.6199 gals.).
 AA0991
 AA0991.The modeled gravity was interpolated from observed gravity values.
 AA0991
 AA0991;                    North         East    Units  Estimated Accuracy
 AA0991;SPC FL E     -    29,940.      133,700.      MT  (+/- 180 meters Scaled)
 AA0991
 AA0991                          SUPERSEDED SURVEY CONTROL
 AA0991
 AA0991.No superseded survey control is available for this station.
 AA0991
 AA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0991_MARKER: DJ = TIDAL STATION DISK
 AA0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0991_SP_SET: CONCRETE POST
 AA0991_STAMPING: NO 2 1974
 AA0991_MARK LOGO: NOS   
 AA0991_PROJECTION: FLUSH
 AA0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0991+STABILITY: SURFACE MOTION
 AA0991
 AA0991  HISTORY     - Date     Condition        Report By
 AA0991  HISTORY     - 1974     MONUMENTED       NOS
 AA0991  HISTORY     - 1982     GOOD             FLDNR
 AA0991
 AA0991                          STATION DESCRIPTION
 AA0991
 AA0991'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0991'10.1 MI NE FROM KEY WEST.
 AA0991'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0991'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND
 AA0991'ROAD, GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE
 AA0991'MARK IS NORTH OF AND IN LINE WITH THE EXTENDED CENTERLINE
 AA0991'OF DIAMOND ROAD, AND 4 FEET SOUTH OF THE POWER POLE AT THE
 AA0991'END OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0992 ***********************************************************************
 AA0992  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0992  DESIGNATION -  872 4489 TIDAL 3
 AA0992  PID         -  AA0992
 AA0992  STATE/COUNTY-  FL/MONROE
 AA0992  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0992
 AA0992                         *CURRENT SURVEY CONTROL
 AA0992  ___________________________________________________________________
 AA0992* NAD 83(1986)-  24 36 09.     (N)    081 39 16.     (W)     SCALED    
 AA0992* NAVD 88     -         1.173  (meters)       3.85   (feet)  ADJUSTED  
 AA0992  ___________________________________________________________________
 AA0992  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0992  DYNAMIC HT  -           1.171 (meters)       3.84  (feet)  COMP
 AA0992  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA0992
 AA0992  VERT ORDER  -  FIRST     CLASS II
 AA0992
 AA0992.The horizontal coordinates were scaled from a topographic map and have
 AA0992.an estimated accuracy of +/- 6 seconds.
 AA0992
 AA0992.The orthometric height was determined by differential leveling
 AA0992.and adjusted by the National Geodetic Survey in July 2002..
 AA0992.WARNING-Repeat measurements at this control monument indicate possible
 AA0992.vertical movement.
 AA0992
 AA0992.This Tidal Bench Mark is designated as VM 11037
 AA0992.by the Center for Operational Oceanographic Products and Services.
 AA0992
 AA0992.The geoid height was determined by GEOID03.
 AA0992
 AA0992.The dynamic height is computed by dividing the NAVD 88
 AA0992.geopotential number by the normal gravity value computed on the
 AA0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0992.degrees latitude (g = 980.6199 gals.).
 AA0992
 AA0992.The modeled gravity was interpolated from observed gravity values.
 AA0992
 AA0992;                    North         East    Units  Estimated Accuracy
 AA0992;SPC FL E     -    29,970.      133,730.      MT  (+/- 180 meters Scaled)
 AA0992
 AA0992                          SUPERSEDED SURVEY CONTROL
 AA0992
 AA0992  NAVD 88 (05/20/94)    1.160  (m)            3.81   (f) UNKNOWN     1 2
 AA0992  NAVD 88 (06/15/91)    1.153  (m)            3.78   (f) UNKNOWN     1 2
 AA0992  NGVD 29 (09/01/92)    1.575  (m)            5.17   (f) ADJUSTED    1 2
 AA0992
 AA0992.Superseded values are not recommended for survey control.
 AA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0992.See file dsdata.txt to determine how the superseded data were derived.
 AA0992
 AA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0992_MARKER: DJ = TIDAL STATION DISK
 AA0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0992_SP_SET: CONCRETE POST
 AA0992_STAMPING: NO.3 1974
 AA0992_MARK LOGO: NOS   
 AA0992_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0992+STABILITY: SURFACE MOTION
 AA0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0992+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AA0992
 AA0992  HISTORY     - Date     Condition        Report By
 AA0992  HISTORY     - 1974     MONUMENTED       NOS
 AA0992  HISTORY     - 1982     GOOD             FLDNR
 AA0992  HISTORY     - 1986     GOOD             FLDNR
 AA0992  HISTORY     - 19881108 GOOD             FLDNR
 AA0992  HISTORY     - 19980401 POOR             NGS
 AA0992
 AA0992                          STATION DESCRIPTION
 AA0992
 AA0992'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0992'10.1 MI NE FROM KEY WEST.
 AA0992'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0992'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD,
 AA0992'GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK BEARS
 AA0992'48 FEET SOUTHWEST OF THE POWER POLE AT THE END OF THE ROAD, 21
 AA0992'FEET WEST OF THE CENTERLINE OF THE ROAD, AND IS AT THE NORTH
 AA0992'END OF THE SIDEWALK IN FRONT OF THE HOUSE AT 11 DIAMOND ROAD.
 AA0992
 AA0992                          STATION RECOVERY (1986)
 AA0992
 AA0992'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0992'RECOVERED IN GOOD CONDITION.
 AA0992
 AA0992                          STATION RECOVERY (1988)
 AA0992
 AA0992'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0992'RECOVERED IN GOOD CONDITION.
 AA0992
 AA0992                          STATION RECOVERY (1998)
 AA0992
 AA0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA0992'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA0992'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA0992'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA0992'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND GO
 AA0992'0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.  IT SHOULD BE NOTED THAT
 AA0992'THE MARK IS LEANING AND LEVEL TIE BETWEEN IT AND NO.4 1974 WAS OUT BY
 AA0992'2.00 CM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0989 ***********************************************************************
 AA0989  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0989  DESIGNATION -  872 4489 TIDAL 4
 AA0989  PID         -  AA0989
 AA0989  STATE/COUNTY-  FL/MONROE
 AA0989  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0989
 AA0989                         *CURRENT SURVEY CONTROL
 AA0989  ___________________________________________________________________
 AA0989* NAD 83(1986)-  24 36 09.     (N)    081 39 16.     (W)     SCALED    
 AA0989* NAVD 88     -         1.153  (meters)       3.78   (feet)  ADJUSTED  
 AA0989  ___________________________________________________________________
 AA0989  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0989  DYNAMIC HT  -           1.151 (meters)       3.78  (feet)  COMP
 AA0989  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA0989
 AA0989  VERT ORDER  -  FIRST     CLASS II
 AA0989
 AA0989.The horizontal coordinates were scaled from a topographic map and have
 AA0989.an estimated accuracy of +/- 6 seconds.
 AA0989
 AA0989.The orthometric height was determined by differential leveling
 AA0989.and adjusted by the National Geodetic Survey in June 1991..
 AA0989
 AA0989.This Tidal Bench Mark is designated as VM 11038
 AA0989.by the Center for Operational Oceanographic Products and Services.
 AA0989
 AA0989.The geoid height was determined by GEOID03.
 AA0989
 AA0989.The dynamic height is computed by dividing the NAVD 88
 AA0989.geopotential number by the normal gravity value computed on the
 AA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0989.degrees latitude (g = 980.6199 gals.).
 AA0989
 AA0989.The modeled gravity was interpolated from observed gravity values.
 AA0989
 AA0989;                    North         East    Units  Estimated Accuracy
 AA0989;SPC FL E     -    29,970.      133,730.      MT  (+/- 180 meters Scaled)
 AA0989
 AA0989                          SUPERSEDED SURVEY CONTROL
 AA0989
 AA0989  NGVD 29 (09/01/92)    1.568  (m)            5.14   (f) ADJUSTED    1 2
 AA0989
 AA0989.Superseded values are not recommended for survey control.
 AA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0989.See file dsdata.txt to determine how the superseded data were derived.
 AA0989
 AA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0989_MARKER: DJ = TIDAL STATION DISK
 AA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0989_SP_SET: CONCRETE POST
 AA0989_STAMPING: NO.4 1974
 AA0989_MARK LOGO: NOS   
 AA0989_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0989+STABILITY: SURFACE MOTION
 AA0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0989+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AA0989
 AA0989  HISTORY     - Date     Condition        Report By
 AA0989  HISTORY     - 1974     MONUMENTED       NOS
 AA0989  HISTORY     - 1982     GOOD             FLDNR
 AA0989  HISTORY     - 1986     GOOD             FLDNR
 AA0989  HISTORY     - 19881108 GOOD             FLDNR
 AA0989  HISTORY     - 19980401 GOOD             NGS
 AA0989
 AA0989                          STATION DESCRIPTION
 AA0989
 AA0989'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0989'10.1 MI NE FROM KEY WEST.
 AA0989'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0989'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD,
 AA0989'GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK BEARS
 AA0989'31 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A
 AA0989'PHONE CABLE BOX, AND IS NEAR THE NORTHWEST PROPERTY CORNER AT
 AA0989'7 DIAMOND ROAD.
 AA0989
 AA0989                          STATION RECOVERY (1986)
 AA0989
 AA0989'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0989'RECOVERED IN GOOD CONDITION.
 AA0989
 AA0989                          STATION RECOVERY (1988)
 AA0989
 AA0989'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0989'RECOVERED IN GOOD CONDITION.
 AA0989
 AA0989                          STATION RECOVERY (1998)
 AA0989
 AA0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA0989'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA0989'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA0989'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA0989'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND GO
 AA0989'0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT.  THE PHONE CABLE BOX IS
 AA0989'NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1636 ***********************************************************************
 AA1636  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1636  DESIGNATION -  872 4489 TIDAL 5
 AA1636  PID         -  AA1636
 AA1636  STATE/COUNTY-  FL/MONROE
 AA1636  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1636
 AA1636                         *CURRENT SURVEY CONTROL
 AA1636  ___________________________________________________________________
 AA1636* NAD 83(1986)-  24 36 09.     (N)    081 39 16.     (W)     SCALED    
 AA1636* NAVD 88     -         1.218  (meters)       4.00   (feet)  ADJUSTED  
 AA1636  ___________________________________________________________________
 AA1636  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1636  DYNAMIC HT  -           1.216 (meters)       3.99  (feet)  COMP
 AA1636  MODELED GRAV-     978,961.6   (mgal)                       NAVD 88
 AA1636
 AA1636  VERT ORDER  -  FIRST     CLASS II
 AA1636
 AA1636.The horizontal coordinates were scaled from a topographic map and have
 AA1636.an estimated accuracy of +/- 6 seconds.
 AA1636
 AA1636.The orthometric height was determined by differential leveling
 AA1636.and adjusted by the National Geodetic Survey in June 1991..
 AA1636
 AA1636.This Tidal Bench Mark is designated as VM 11039
 AA1636.by the Center for Operational Oceanographic Products and Services.
 AA1636
 AA1636.The geoid height was determined by GEOID03.
 AA1636
 AA1636.The dynamic height is computed by dividing the NAVD 88
 AA1636.geopotential number by the normal gravity value computed on the
 AA1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1636.degrees latitude (g = 980.6199 gals.).
 AA1636
 AA1636.The modeled gravity was interpolated from observed gravity values.
 AA1636
 AA1636;                    North         East    Units  Estimated Accuracy
 AA1636;SPC FL E     -    29,970.      133,730.      MT  (+/- 180 meters Scaled)
 AA1636
 AA1636                          SUPERSEDED SURVEY CONTROL
 AA1636
 AA1636  NGVD 29 (09/01/92)    1.632  (m)            5.35   (f) ADJUSTED    1 2
 AA1636
 AA1636.Superseded values are not recommended for survey control.
 AA1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1636.See file dsdata.txt to determine how the superseded data were derived.
 AA1636
 AA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA1636_MARKER: DJ = TIDAL STATION DISK
 AA1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1636_SP_SET: CONCRETE POST
 AA1636_STAMPING: NO.5 1974
 AA1636_MARK LOGO: NOS   
 AA1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1636+STABILITY: SURFACE MOTION
 AA1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1636+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AA1636
 AA1636  HISTORY     - Date     Condition        Report By
 AA1636  HISTORY     - 1974     MONUMENTED       NOS
 AA1636  HISTORY     - 1986     GOOD             FLDNR
 AA1636  HISTORY     - 19881108 GOOD             FLDNR
 AA1636  HISTORY     - 19980401 GOOD             NGS
 AA1636
 AA1636                          STATION DESCRIPTION
 AA1636
 AA1636'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1636'10.1 MI NE FROM KEY WEST.
 AA1636'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES NORTHEAST ON
 AA1636'U.S. HIGHWAY 1 TO THE INTERSECTION OF DIAMOND ROAD, GO 0.15 MILE
 AA1636'NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK BEARS 20 FEET WEST OF
 AA1636'THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF POWER POLE BC21-150, AND
 AA1636'THE MARK IS RECESSED IN A 4-INCH DIAMETER HOLE IN THE SIDEWALK.
 AA1636
 AA1636                          STATION RECOVERY (1988)
 AA1636
 AA1636'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1636'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1636'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1636'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1636'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.48 KM (7.15 MI)
 AA1636'TO THE JUNCTION OF DIAMOND ROADAND GO NORTH ON DIAMOND ROAD FOR 0.24
 AA1636'KM (0.15 MI) TO THE MARKDIAMETER HOLE IN THE SIDEWALK NEAR THE
 AA1636'NORTHEAST PROPERTY CORNER OF NUMBER 14 DIAMOND AND 0.61 M (2.00 FT)
 AA1636'NORTH OF POWER POLE BC21-150.
 AA1636
 AA1636                          STATION RECOVERY (1998)
 AA1636
 AA1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA1636'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA1636'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA1636'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA1636'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND GO
 AA1636'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1001 ***********************************************************************
 AA1001  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1001  DESIGNATION -  872 4499 F TIDAL
 AA1001  PID         -  AA1001
 AA1001  STATE/COUNTY-  FL/MONROE
 AA1001  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1001
 AA1001                         *CURRENT SURVEY CONTROL
 AA1001  ___________________________________________________________________
 AA1001* NAD 83(1986)-  24 34 56.     (N)    081 42 45.     (W)     SCALED    
 AA1001* NAVD 88     -         0.752  (meters)       2.47   (feet)  ADJUSTED  
 AA1001  ___________________________________________________________________
 AA1001  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1001  DYNAMIC HT  -           0.751 (meters)       2.46  (feet)  COMP
 AA1001  MODELED GRAV-     978,956.3   (mgal)                       NAVD 88
 AA1001
 AA1001  VERT ORDER  -  FIRST     CLASS II
 AA1001
 AA1001.The horizontal coordinates were scaled from a topographic map and have
 AA1001.an estimated accuracy of +/- 6 seconds.
 AA1001
 AA1001.The orthometric height was determined by differential leveling
 AA1001.and adjusted by the National Geodetic Survey in June 1991..
 AA1001
 AA1001.This Tidal Bench Mark is designated as VM 11031
 AA1001.by the Center for Operational Oceanographic Products and Services.
 AA1001
 AA1001.The geoid height was determined by GEOID03.
 AA1001
 AA1001.The dynamic height is computed by dividing the NAVD 88
 AA1001.geopotential number by the normal gravity value computed on the
 AA1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1001.degrees latitude (g = 980.6199 gals.).
 AA1001
 AA1001.The modeled gravity was interpolated from observed gravity values.
 AA1001
 AA1001;                    North         East    Units  Estimated Accuracy
 AA1001;SPC FL E     -    27,750.      127,840.      MT  (+/- 180 meters Scaled)
 AA1001
 AA1001                          SUPERSEDED SURVEY CONTROL
 AA1001
 AA1001  NGVD 29 (09/01/92)    1.167  (m)            3.83   (f) ADJUSTED    1 2
 AA1001
 AA1001.Superseded values are not recommended for survey control.
 AA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1001.See file dsdata.txt to determine how the superseded data were derived.
 AA1001
 AA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH278188(NAD 83)
 AA1001_MARKER: DJ = TIDAL STATION DISK
 AA1001_SETTING: 66 = SET IN ROCK OUTCROP
 AA1001_SP_SET: ROCK OUTCROP
 AA1001_STAMPING: 4499 F 1982
 AA1001_MARK LOGO: NOS   
 AA1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1001+STABILITY: POSITION/ELEVATION WELL
 AA1001
 AA1001  HISTORY     - Date     Condition        Report By
 AA1001  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1001  HISTORY     - 19881108 GOOD             FLDNR
 AA1001
 AA1001                          STATION DESCRIPTION
 AA1001
 AA1001'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1001'IN BOCA CHICA NAVAL AIR STATION.
 AA1001'THE MARK IS IN THE WEAPONS STORAGE AREA AT THE BOCA CHICA
 AA1001'NAVAL AIR STATION.  THE MARK BEARS 41.3 FEET NORTH OF THE
 AA1001'EAST-WEST CHAIN-LINK FENCE ON THE NORTH SIDE OF THE WEAPONS
 AA1001'DEPOT, 26.3 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, AND
 AA1001'105.4 FEET WEST-NORTHWEST OF THE NORTHEAST FENCE CORNER.
 AA1001'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA1001
 AA1001                          STATION RECOVERY (1988)
 AA1001
 AA1001'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1000 ***********************************************************************
 AA1000  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1000  DESIGNATION -  872 4499 G TIDAL
 AA1000  PID         -  AA1000
 AA1000  STATE/COUNTY-  FL/MONROE
 AA1000  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1000
 AA1000                         *CURRENT SURVEY CONTROL
 AA1000  ___________________________________________________________________
 AA1000* NAD 83(1986)-  24 34 55.     (N)    081 42 44.     (W)     SCALED    
 AA1000* NAVD 88     -         0.668  (meters)       2.19   (feet)  ADJUSTED  
 AA1000  ___________________________________________________________________
 AA1000  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AA1000  DYNAMIC HT  -           0.667 (meters)       2.19  (feet)  COMP
 AA1000  MODELED GRAV-     978,956.3   (mgal)                       NAVD 88
 AA1000
 AA1000  VERT ORDER  -  FIRST     CLASS II
 AA1000
 AA1000.The horizontal coordinates were scaled from a topographic map and have
 AA1000.an estimated accuracy of +/- 6 seconds.
 AA1000
 AA1000.The orthometric height was determined by differential leveling
 AA1000.and adjusted by the National Geodetic Survey in June 1991..
 AA1000
 AA1000.This Tidal Bench Mark is designated as VM 11032
 AA1000.by the Center for Operational Oceanographic Products and Services.
 AA1000
 AA1000.The geoid height was determined by GEOID03.
 AA1000
 AA1000.The dynamic height is computed by dividing the NAVD 88
 AA1000.geopotential number by the normal gravity value computed on the
 AA1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1000.degrees latitude (g = 980.6199 gals.).
 AA1000
 AA1000.The modeled gravity was interpolated from observed gravity values.
 AA1000
 AA1000;                    North         East    Units  Estimated Accuracy
 AA1000;SPC FL E     -    27,720.      127,860.      MT  (+/- 180 meters Scaled)
 AA1000
 AA1000                          SUPERSEDED SURVEY CONTROL
 AA1000
 AA1000  NGVD 29 (09/01/92)    1.082  (m)            3.55   (f) ADJUSTED    1 2
 AA1000
 AA1000.Superseded values are not recommended for survey control.
 AA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1000.See file dsdata.txt to determine how the superseded data were derived.
 AA1000
 AA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH278188(NAD 83)
 AA1000_MARKER: DJ = TIDAL STATION DISK
 AA1000_SETTING: 66 = SET IN ROCK OUTCROP
 AA1000_SP_SET: ROCK OUTCROP
 AA1000_STAMPING: 4499 G 1982
 AA1000_MARK LOGO: NOS   
 AA1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1000+STABILITY: POSITION/ELEVATION WELL
 AA1000
 AA1000  HISTORY     - Date     Condition        Report By
 AA1000  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1000  HISTORY     - 19881108 GOOD             FLDNR
 AA1000
 AA1000                          STATION DESCRIPTION
 AA1000
 AA1000'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1000'IN BOCA CHICA NAVAL AIR STATION.
 AA1000'THE MARK IS IN THE WEAPONS STORAGE AREA AT THE BOCA CHICA
 AA1000'NAVAL AIR STATION.  THE MARK BEARS 61.9 FEET SOUTH OF THE
 AA1000'CENTERLINE OF THE PAVED ROAD TO THE WEAPONS DEPOT, 37.4 FEET
 AA1000'EAST OF THE CHAIN-LINK FENCE ON THE EAST SIDE OF THE WEAPONS
 AA1000'DEPOT, AND 72.5 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE
 AA1000'GATE TO THE WEAPONS DEPOT.
 AA1000'THE MARK IS 1 FT BELOW ROAD.
 AA1000
 AA1000                          STATION RECOVERY (1988)
 AA1000
 AA1000'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1022 ***********************************************************************
 AA1022  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1022  DESIGNATION -  872 4503 F TIDAL
 AA1022  PID         -  AA1022
 AA1022  STATE/COUNTY-  FL/MONROE
 AA1022  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1022
 AA1022                         *CURRENT SURVEY CONTROL
 AA1022  ___________________________________________________________________
 AA1022* NAD 83(1986)-  24 34 38.     (N)    081 43 17.     (W)     SCALED    
 AA1022* NAVD 88     -         5.724  (meters)      18.78   (feet)  ADJUSTED  
 AA1022  ___________________________________________________________________
 AA1022  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1022  DYNAMIC HT  -           5.714 (meters)      18.75  (feet)  COMP
 AA1022  MODELED GRAV-     978,957.2   (mgal)                       NAVD 88
 AA1022
 AA1022  VERT ORDER  -  FIRST     CLASS II
 AA1022
 AA1022.The horizontal coordinates were scaled from a topographic map and have
 AA1022.an estimated accuracy of +/- 6 seconds.
 AA1022
 AA1022.The orthometric height was determined by differential leveling
 AA1022.and adjusted by the National Geodetic Survey in June 1991..
 AA1022
 AA1022.This Tidal Bench Mark is designated as VM 11025
 AA1022.by the Center for Operational Oceanographic Products and Services.
 AA1022
 AA1022.The geoid height was determined by GEOID03.
 AA1022
 AA1022.The dynamic height is computed by dividing the NAVD 88
 AA1022.geopotential number by the normal gravity value computed on the
 AA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1022.degrees latitude (g = 980.6199 gals.).
 AA1022
 AA1022.The modeled gravity was interpolated from observed gravity values.
 AA1022
 AA1022;                    North         East    Units  Estimated Accuracy
 AA1022;SPC FL E     -    27,200.      126,930.      MT  (+/- 180 meters Scaled)
 AA1022
 AA1022                          SUPERSEDED SURVEY CONTROL
 AA1022
 AA1022  NGVD 29 (09/01/92)    6.129  (m)           20.11   (f) ADJUSTED    1 2
 AA1022
 AA1022.Superseded values are not recommended for survey control.
 AA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1022.See file dsdata.txt to determine how the superseded data were derived.
 AA1022
 AA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH269183(NAD 83)
 AA1022_MARKER: DB = BENCH MARK DISK
 AA1022_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1022_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1022_STAMPING: 4503 F
 AA1022_MARK LOGO: FLDT  
 AA1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1022
 AA1022  HISTORY     - Date     Condition        Report By
 AA1022  HISTORY     - UNK      MONUMENTED       FLDT
 AA1022  HISTORY     - 1982     GOOD             FLDNR
 AA1022  HISTORY     - 19881108 GOOD             FLDNR
 AA1022
 AA1022                          STATION DESCRIPTION
 AA1022
 AA1022'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1022'5.25 MI NE FROM KEY WEST.
 AA1022'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1022'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1022'BRIDGE.  THE MARK BEARS 19.4 FEET NORTH OF THE CENTERLINE OF THE
 AA1022'EASTBOUND LANE, 1.2 FEET WEST OF THE BRIDGE ABUTMENT, AND 5.1 FEET
 AA1022'EAST OF THE WEST END OF THE GUARDRAIL.
 AA1022'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA1022
 AA1022                          STATION RECOVERY (1988)
 AA1022
 AA1022'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1025 ***********************************************************************
 AA1025  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1025  DESIGNATION -  872 4503 G TIDAL
 AA1025  PID         -  AA1025
 AA1025  STATE/COUNTY-  FL/MONROE
 AA1025  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1025
 AA1025                         *CURRENT SURVEY CONTROL
 AA1025  ___________________________________________________________________
 AA1025* NAD 83(1986)-  24 34 38.     (N)    081 43 17.     (W)     SCALED    
 AA1025* NAVD 88     -         1.058  (meters)       3.47   (feet)  ADJUSTED  
 AA1025  ___________________________________________________________________
 AA1025  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1025  DYNAMIC HT  -           1.056 (meters)       3.46  (feet)  COMP
 AA1025  MODELED GRAV-     978,957.2   (mgal)                       NAVD 88
 AA1025
 AA1025  VERT ORDER  -  FIRST     CLASS II
 AA1025
 AA1025.The horizontal coordinates were scaled from a topographic map and have
 AA1025.an estimated accuracy of +/- 6 seconds.
 AA1025
 AA1025.The orthometric height was determined by differential leveling
 AA1025.and adjusted by the National Geodetic Survey in June 1991..
 AA1025
 AA1025.This Tidal Bench Mark is designated as VM 11026
 AA1025.by the Center for Operational Oceanographic Products and Services.
 AA1025
 AA1025.The geoid height was determined by GEOID03.
 AA1025
 AA1025.The dynamic height is computed by dividing the NAVD 88
 AA1025.geopotential number by the normal gravity value computed on the
 AA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1025.degrees latitude (g = 980.6199 gals.).
 AA1025
 AA1025.The modeled gravity was interpolated from observed gravity values.
 AA1025
 AA1025;                    North         East    Units  Estimated Accuracy
 AA1025;SPC FL E     -    27,200.      126,930.      MT  (+/- 180 meters Scaled)
 AA1025
 AA1025                          SUPERSEDED SURVEY CONTROL
 AA1025
 AA1025  NGVD 29 (09/01/92)    1.464  (m)            4.80   (f) ADJUSTED    1 2
 AA1025
 AA1025.Superseded values are not recommended for survey control.
 AA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1025.See file dsdata.txt to determine how the superseded data were derived.
 AA1025
 AA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH269183(NAD 83)
 AA1025_MARKER: DJ = TIDAL STATION DISK
 AA1025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1025_SP_SET: CONCRETE BULKHEAD
 AA1025_STAMPING: 4503 G 1982
 AA1025_MARK LOGO: NOS   
 AA1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1025+STABILITY: SURFACE MOTION
 AA1025
 AA1025  HISTORY     - Date     Condition        Report By
 AA1025  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1025  HISTORY     - 19881108 GOOD             FLDNR
 AA1025
 AA1025                          STATION DESCRIPTION
 AA1025
 AA1025'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1025'5.25 MI NE FROM KEY WEST.
 AA1025'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1025'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1025'BRIDGE.  THE MARK BEARS 8.5 FEET NORTH OF THE NORTH EDGE OF THE
 AA1025'EASTBOUND BRIDGE AND 7.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 AA1025'WESTBOUND BRIDGE.
 AA1025'THE MARK IS 12 FT BELOW HIGHWAY.
 AA1025
 AA1025                          STATION RECOVERY (1988)
 AA1025
 AA1025'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1024 ***********************************************************************
 AA1024  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1024  DESIGNATION -  872 4503 TIDAL 1
 AA1024  PID         -  AA1024
 AA1024  STATE/COUNTY-  FL/MONROE
 AA1024  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1024
 AA1024                         *CURRENT SURVEY CONTROL
 AA1024  ___________________________________________________________________
 AA1024* NAD 83(1986)-  24 34 38.     (N)    081 43 17.     (W)     SCALED    
 AA1024* NAVD 88     -         1.090  (meters)       3.58   (feet)  ADJUSTED  
 AA1024  ___________________________________________________________________
 AA1024  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1024  DYNAMIC HT  -           1.088 (meters)       3.57  (feet)  COMP
 AA1024  MODELED GRAV-     978,957.2   (mgal)                       NAVD 88
 AA1024
 AA1024  VERT ORDER  -  FIRST     CLASS II
 AA1024
 AA1024.The horizontal coordinates were scaled from a topographic map and have
 AA1024.an estimated accuracy of +/- 6 seconds.
 AA1024
 AA1024.The orthometric height was determined by differential leveling
 AA1024.and adjusted by the National Geodetic Survey in June 1991..
 AA1024
 AA1024.This Tidal Bench Mark is designated as VM 11023
 AA1024.by the Center for Operational Oceanographic Products and Services.
 AA1024
 AA1024.The geoid height was determined by GEOID03.
 AA1024
 AA1024.The dynamic height is computed by dividing the NAVD 88
 AA1024.geopotential number by the normal gravity value computed on the
 AA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1024.degrees latitude (g = 980.6199 gals.).
 AA1024
 AA1024.The modeled gravity was interpolated from observed gravity values.
 AA1024
 AA1024;                    North         East    Units  Estimated Accuracy
 AA1024;SPC FL E     -    27,200.      126,930.      MT  (+/- 180 meters Scaled)
 AA1024
 AA1024                          SUPERSEDED SURVEY CONTROL
 AA1024
 AA1024  NGVD 29 (09/01/92)    1.496  (m)            4.91   (f) ADJUSTED    1 2
 AA1024
 AA1024.Superseded values are not recommended for survey control.
 AA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1024.See file dsdata.txt to determine how the superseded data were derived.
 AA1024
 AA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH269183(NAD 83)
 AA1024_MARKER: DJ = TIDAL STATION DISK
 AA1024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1024_SP_SET: CONCRETE BULKHEAD
 AA1024_STAMPING: NO.1 1973
 AA1024_MARK LOGO: NOS   
 AA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1024+STABILITY: SURFACE MOTION
 AA1024
 AA1024  HISTORY     - Date     Condition        Report By
 AA1024  HISTORY     - 1973     MONUMENTED       NOS
 AA1024  HISTORY     - 1982     GOOD             FLDNR
 AA1024  HISTORY     - 19881108 GOOD             FLDNR
 AA1024
 AA1024                          STATION DESCRIPTION
 AA1024
 AA1024'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1024'5.25 MI NE FROM KEY WEST.
 AA1024'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1024'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1024'BRIDGE.  THE MARK BEARS 71.1 FEET NORTH OF THE SOUTH END OF THE
 AA1024'NORTH/SOUTH BULKHEAD BELOW THE BRIDGE, AND 25.6 FEET NORTH OF THE
 AA1024'NORTH SIDE OF THE WESTBOUND BRIDGE.
 AA1024'THE MARK IS 12 FT BELOW HIGHWAY.
 AA1024
 AA1024                          STATION RECOVERY (1988)
 AA1024
 AA1024'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1023 ***********************************************************************
 AA1023  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1023  DESIGNATION -  872 4503 TIDAL 2
 AA1023  PID         -  AA1023
 AA1023  STATE/COUNTY-  FL/MONROE
 AA1023  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1023
 AA1023                         *CURRENT SURVEY CONTROL
 AA1023  ___________________________________________________________________
 AA1023* NAD 83(1986)-  24 34 38.     (N)    081 43 17.     (W)     SCALED    
 AA1023* NAVD 88     -         5.545  (meters)      18.19   (feet)  ADJUSTED  
 AA1023  ___________________________________________________________________
 AA1023  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1023  DYNAMIC HT  -           5.536 (meters)      18.16  (feet)  COMP
 AA1023  MODELED GRAV-     978,957.2   (mgal)                       NAVD 88
 AA1023
 AA1023  VERT ORDER  -  FIRST     CLASS II
 AA1023
 AA1023.The horizontal coordinates were scaled from a topographic map and have
 AA1023.an estimated accuracy of +/- 6 seconds.
 AA1023
 AA1023.The orthometric height was determined by differential leveling
 AA1023.and adjusted by the National Geodetic Survey in June 1991..
 AA1023
 AA1023.This Tidal Bench Mark is designated as VM 11024
 AA1023.by the Center for Operational Oceanographic Products and Services.
 AA1023
 AA1023.The geoid height was determined by GEOID03.
 AA1023
 AA1023.The dynamic height is computed by dividing the NAVD 88
 AA1023.geopotential number by the normal gravity value computed on the
 AA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1023.degrees latitude (g = 980.6199 gals.).
 AA1023
 AA1023.The modeled gravity was interpolated from observed gravity values.
 AA1023
 AA1023;                    North         East    Units  Estimated Accuracy
 AA1023;SPC FL E     -    27,200.      126,930.      MT  (+/- 180 meters Scaled)
 AA1023
 AA1023                          SUPERSEDED SURVEY CONTROL
 AA1023
 AA1023  NGVD 29 (09/01/92)    5.951  (m)           19.52   (f) ADJUSTED    1 2
 AA1023
 AA1023.Superseded values are not recommended for survey control.
 AA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1023.See file dsdata.txt to determine how the superseded data were derived.
 AA1023
 AA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH269183(NAD 83)
 AA1023_MARKER: DJ = TIDAL STATION DISK
 AA1023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1023_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1023_STAMPING: NO.2 1973
 AA1023_MARK LOGO: NOS   
 AA1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1023
 AA1023  HISTORY     - Date     Condition        Report By
 AA1023  HISTORY     - 1973     MONUMENTED       NOS
 AA1023  HISTORY     - 1982     GOOD             FLDNR
 AA1023  HISTORY     - 19881108 GOOD             FLDNR
 AA1023
 AA1023                          STATION DESCRIPTION
 AA1023
 AA1023'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1023'5.25 MI NE FROM KEY WEST.
 AA1023'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1023'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1023'BRIDGE.  THE MARK BEARS 22.3 FEET NORTH OF THE CENTERLINE OF THE
 AA1023'WESTBOUND LANE AND 2.9 FEET EAST OF THE WEST END OF THE GUARDRAIL.
 AA1023'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA1023
 AA1023                          STATION RECOVERY (1988)
 AA1023
 AA1023'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1020 ***********************************************************************
 AA1020  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1020  DESIGNATION -  872 4517 TIDAL 1
 AA1020  PID         -  AA1020
 AA1020  STATE/COUNTY-  FL/MONROE
 AA1020  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1020
 AA1020                         *CURRENT SURVEY CONTROL
 AA1020  ___________________________________________________________________
 AA1020* NAD 83(1986)-  24 34 50.     (N)    081 44 17.     (W)     SCALED    
 AA1020* NAVD 88     -         0.803  (meters)       2.63   (feet)  ADJUSTED  
 AA1020  ___________________________________________________________________
 AA1020  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1020  DYNAMIC HT  -           0.802 (meters)       2.63  (feet)  COMP
 AA1020  MODELED GRAV-     978,957.1   (mgal)                       NAVD 88
 AA1020
 AA1020  VERT ORDER  -  FIRST     CLASS II
 AA1020
 AA1020.The horizontal coordinates were scaled from a topographic map and have
 AA1020.an estimated accuracy of +/- 6 seconds.
 AA1020
 AA1020.The orthometric height was determined by differential leveling
 AA1020.and adjusted by the National Geodetic Survey in May 1994..
 AA1020
 AA1020.This Tidal Bench Mark is designated as VM 11015
 AA1020.by the Center for Operational Oceanographic Products and Services.
 AA1020
 AA1020.The geoid height was determined by GEOID03.
 AA1020
 AA1020.The dynamic height is computed by dividing the NAVD 88
 AA1020.geopotential number by the normal gravity value computed on the
 AA1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1020.degrees latitude (g = 980.6199 gals.).
 AA1020
 AA1020.The modeled gravity was interpolated from observed gravity values.
 AA1020
 AA1020;                    North         East    Units  Estimated Accuracy
 AA1020;SPC FL E     -    27,580.      125,250.      MT  (+/- 180 meters Scaled)
 AA1020
 AA1020                          SUPERSEDED SURVEY CONTROL
 AA1020
 AA1020  NAVD 88 (06/15/91)    0.802  (m)            2.63   (f) UNKNOWN     1 2
 AA1020  NGVD 29 (09/01/92)    1.213  (m)            3.98   (f) ADJUSTED    1 2
 AA1020
 AA1020.Superseded values are not recommended for survey control.
 AA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1020.See file dsdata.txt to determine how the superseded data were derived.
 AA1020
 AA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH252187(NAD 83)
 AA1020_MARKER: DJ = TIDAL STATION DISK
 AA1020_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1020_SP_SET: SIDEWALK
 AA1020_STAMPING: NO.1 1974
 AA1020_MARK LOGO: NOS   
 AA1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1020
 AA1020  HISTORY     - Date     Condition        Report By
 AA1020  HISTORY     - 1974     MONUMENTED       NOS
 AA1020  HISTORY     - 1982     GOOD             FLDNR
 AA1020  HISTORY     - 19881108 GOOD             FLDNR
 AA1020
 AA1020                          STATION DESCRIPTION
 AA1020
 AA1020'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1020'4.5 MI NE FROM KEY WEST.
 AA1020'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1020'GO 0.7 MILE
 AA1020'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1020'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 29.5 FEET WEST OF
 AA1020'THE CENTERLINE OF KEY HAVEN ROAD, 3.7 FEET WEST OF THE EAST SIDE OF
 AA1020'THE SIDEWALK, AND IN LINE WITH THE PROPERTY LINE BETWEEN 119 KEY
 AA1020'HAVEN ROAD AND 117 KEY HAVEN ROAD.  THE MARK IS SET FLUSH IN THE
 AA1020'SIDEWALK.
 AA1020'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1020
 AA1020                          STATION RECOVERY (1988)
 AA1020
 AA1020'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1019 ***********************************************************************
 AA1019  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1019  DESIGNATION -  872 4517 TIDAL 2
 AA1019  PID         -  AA1019
 AA1019  STATE/COUNTY-  FL/MONROE
 AA1019  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1019
 AA1019                         *CURRENT SURVEY CONTROL
 AA1019  ___________________________________________________________________
 AA1019* NAD 83(1986)-  24 34 50.     (N)    081 44 17.     (W)     SCALED    
 AA1019* NAVD 88     -         0.814  (meters)       2.67   (feet)  ADJUSTED  
 AA1019  ___________________________________________________________________
 AA1019  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1019  DYNAMIC HT  -           0.813 (meters)       2.67  (feet)  COMP
 AA1019  MODELED GRAV-     978,957.1   (mgal)                       NAVD 88
 AA1019
 AA1019  VERT ORDER  -  FIRST     CLASS II
 AA1019
 AA1019.The horizontal coordinates were scaled from a topographic map and have
 AA1019.an estimated accuracy of +/- 6 seconds.
 AA1019
 AA1019.The orthometric height was determined by differential leveling
 AA1019.and adjusted by the National Geodetic Survey in May 1994..
 AA1019
 AA1019.This Tidal Bench Mark is designated as VM 11013
 AA1019.by the Center for Operational Oceanographic Products and Services.
 AA1019
 AA1019.The geoid height was determined by GEOID03.
 AA1019
 AA1019.The dynamic height is computed by dividing the NAVD 88
 AA1019.geopotential number by the normal gravity value computed on the
 AA1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1019.degrees latitude (g = 980.6199 gals.).
 AA1019
 AA1019.The modeled gravity was interpolated from observed gravity values.
 AA1019
 AA1019;                    North         East    Units  Estimated Accuracy
 AA1019;SPC FL E     -    27,580.      125,250.      MT  (+/- 180 meters Scaled)
 AA1019
 AA1019                          SUPERSEDED SURVEY CONTROL
 AA1019
 AA1019  NAVD 88 (06/15/91)    0.812  (m)            2.66   (f) UNKNOWN     1 2
 AA1019  NGVD 29 (09/01/92)    1.224  (m)            4.02   (f) ADJUSTED    1 2
 AA1019
 AA1019.Superseded values are not recommended for survey control.
 AA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1019.See file dsdata.txt to determine how the superseded data were derived.
 AA1019
 AA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH252187(NAD 83)
 AA1019_MARKER: DJ = TIDAL STATION DISK
 AA1019_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1019_SP_SET: SIDEWALK
 AA1019_STAMPING: NO.2 1974
 AA1019_MARK LOGO: NOS   
 AA1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1019
 AA1019  HISTORY     - Date     Condition        Report By
 AA1019  HISTORY     - 1974     MONUMENTED       NOS
 AA1019  HISTORY     - 1982     GOOD             FLDNR
 AA1019  HISTORY     - 19881108 GOOD             FLDNR
 AA1019
 AA1019                          STATION DESCRIPTION
 AA1019
 AA1019'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1019'4.5 MI NE FROM KEY WEST.
 AA1019'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1019'GO 0.7 MILE
 AA1019'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1019'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 86.6 FEET SOUTHEAST
 AA1019'OF THE PROPERTY LINE BETWEEN 86 KEY HAVEN ROAD AND 84 KEY HAVEN ROAD,
 AA1019'25.5 FEET EAST OF THE CENTERLINE OF KEY HAVEN ROAD, 15.4 FEET EAST OF
 AA1019'THE CENTER OF A SEWER MANHOLE COVER, AND 80.2 FEET NORTHEAST OF BENCH
 AA1019'MARK NO 3 1974.  THE MARK IS SET FLUSH IN THE SIDEWALK.
 AA1019'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1019
 AA1019                          STATION RECOVERY (1988)
 AA1019
 AA1019'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1021 ***********************************************************************
 AA1021  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1021  DESIGNATION -  872 4517 TIDAL 3
 AA1021  PID         -  AA1021
 AA1021  STATE/COUNTY-  FL/MONROE
 AA1021  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1021
 AA1021                         *CURRENT SURVEY CONTROL
 AA1021  ___________________________________________________________________
 AA1021* NAD 83(1986)-  24 34 50.     (N)    081 44 17.     (W)     SCALED    
 AA1021* NAVD 88     -         0.772  (meters)       2.53   (feet)  ADJUSTED  
 AA1021  ___________________________________________________________________
 AA1021  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1021  DYNAMIC HT  -           0.771 (meters)       2.53  (feet)  COMP
 AA1021  MODELED GRAV-     978,957.1   (mgal)                       NAVD 88
 AA1021
 AA1021  VERT ORDER  -  FIRST     CLASS II
 AA1021
 AA1021.The horizontal coordinates were scaled from a topographic map and have
 AA1021.an estimated accuracy of +/- 6 seconds.
 AA1021
 AA1021.The orthometric height was determined by differential leveling
 AA1021.and adjusted by the National Geodetic Survey in June 1991..
 AA1021
 AA1021.This Tidal Bench Mark is designated as VM 11016
 AA1021.by the Center for Operational Oceanographic Products and Services.
 AA1021
 AA1021.The geoid height was determined by GEOID03.
 AA1021
 AA1021.The dynamic height is computed by dividing the NAVD 88
 AA1021.geopotential number by the normal gravity value computed on the
 AA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1021.degrees latitude (g = 980.6199 gals.).
 AA1021
 AA1021.The modeled gravity was interpolated from observed gravity values.
 AA1021
 AA1021;                    North         East    Units  Estimated Accuracy
 AA1021;SPC FL E     -    27,580.      125,250.      MT  (+/- 180 meters Scaled)
 AA1021
 AA1021                          SUPERSEDED SURVEY CONTROL
 AA1021
 AA1021  NGVD 29 (09/01/92)    1.182  (m)            3.88   (f) ADJUSTED    1 2
 AA1021
 AA1021.Superseded values are not recommended for survey control.
 AA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1021.See file dsdata.txt to determine how the superseded data were derived.
 AA1021
 AA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH252187(NAD 83)
 AA1021_MARKER: DJ = TIDAL STATION DISK
 AA1021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1021_SP_SET: SIDEWALK
 AA1021_STAMPING: NO.3 1974
 AA1021_MARK LOGO: NOS   
 AA1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1021
 AA1021  HISTORY     - Date     Condition        Report By
 AA1021  HISTORY     - 1974     MONUMENTED       NOS
 AA1021  HISTORY     - 1982     GOOD             FLDNR
 AA1021  HISTORY     - 19881108 GOOD             FLDNR
 AA1021
 AA1021                          STATION DESCRIPTION
 AA1021
 AA1021'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1021'4.5 MI NE FROM KEY WEST.
 AA1021'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1021'GO 0.7 MILE
 AA1021'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1021'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 29.8 FEET WEST
 AA1021'OF THE CENTERLINE OF KEY HAVEN ROAD, 7.8 FEET NORTH OF THE NORTH
 AA1021'EDGE OF THE DRIVEWAY FOR 113 KEY HAVEN ROAD, 80.2 FEET SOUTHWEST
 AA1021'OF BENCH MARK NO 2 1974, AND NEAR THE PROPERTY LINE BETWEEN 115
 AA1021'KEY HAVEN ROAD AND 113 KEY HAVEN ROAD.  THE MARK IS SET FLUSH IN
 AA1021'THE SIDEWALK.
 AA1021'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1021
 AA1021                          STATION RECOVERY (1988)
 AA1021
 AA1021'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1018 ***********************************************************************
 AA1018  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1018  DESIGNATION -  872 4517 TIDAL 4
 AA1018  PID         -  AA1018
 AA1018  STATE/COUNTY-  FL/MONROE
 AA1018  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1018
 AA1018                         *CURRENT SURVEY CONTROL
 AA1018  ___________________________________________________________________
 AA1018* NAD 83(1986)-  24 34 50.     (N)    081 44 17.     (W)     SCALED    
 AA1018* NAVD 88     -         0.882  (meters)       2.89   (feet)  ADJUSTED  
 AA1018  ___________________________________________________________________
 AA1018  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1018  DYNAMIC HT  -           0.881 (meters)       2.89  (feet)  COMP
 AA1018  MODELED GRAV-     978,957.1   (mgal)                       NAVD 88
 AA1018
 AA1018  VERT ORDER  -  FIRST     CLASS II
 AA1018
 AA1018.The horizontal coordinates were scaled from a topographic map and have
 AA1018.an estimated accuracy of +/- 6 seconds.
 AA1018
 AA1018.The orthometric height was determined by differential leveling
 AA1018.and adjusted by the National Geodetic Survey in June 1991..
 AA1018
 AA1018.This Tidal Bench Mark is designated as VM 11014
 AA1018.by the Center for Operational Oceanographic Products and Services.
 AA1018
 AA1018.The geoid height was determined by GEOID03.
 AA1018
 AA1018.The dynamic height is computed by dividing the NAVD 88
 AA1018.geopotential number by the normal gravity value computed on the
 AA1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1018.degrees latitude (g = 980.6199 gals.).
 AA1018
 AA1018.The modeled gravity was interpolated from observed gravity values.
 AA1018
 AA1018;                    North         East    Units  Estimated Accuracy
 AA1018;SPC FL E     -    27,580.      125,250.      MT  (+/- 180 meters Scaled)
 AA1018
 AA1018                          SUPERSEDED SURVEY CONTROL
 AA1018
 AA1018  NGVD 29 (09/01/92)    1.292  (m)            4.24   (f) ADJUSTED    1 2
 AA1018
 AA1018.Superseded values are not recommended for survey control.
 AA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1018.See file dsdata.txt to determine how the superseded data were derived.
 AA1018
 AA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH252187(NAD 83)
 AA1018_MARKER: DJ = TIDAL STATION DISK
 AA1018_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1018_SP_SET: SIDEWALK
 AA1018_STAMPING: NO 4 1974
 AA1018_MARK LOGO: NOS   
 AA1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1018
 AA1018  HISTORY     - Date     Condition        Report By
 AA1018  HISTORY     - 1974     MONUMENTED       NOS
 AA1018  HISTORY     - 1982     GOOD             FLDNR
 AA1018  HISTORY     - 19881108 GOOD             FLDNR
 AA1018
 AA1018                          STATION DESCRIPTION
 AA1018
 AA1018'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1018'4.5 MI NE FROM KEY WEST.
 AA1018'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1018'GO 0.7
 AA1018'MILE WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE
 AA1018'NORTH ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 162.5 FEET
 AA1018'EAST-NORTHEAST OF BENCH MARK NO 3 1974, 28.5 FEET NORTH-NORTHEAST
 AA1018'OF THE CENTERLINE OF KEY HAVEN ROAD, 25.4 FEET SOUTH-SOUTHWEST OF
 AA1018'THE SOUTHWEST CORNER OF THE HOUSE AT 82 KEY HAVEN ROAD, ABOUT 300
 AA1018'FEET WEST-NORTHWEST OF THE CENTERLINE OF BOUGAINVILLEA AVENUE, AND
 AA1018'BETWEEN 82 KEY HAVEN ROAD AND 80 KEY HAVEN ROAD.  THE MARK IS SET
 AA1018'FLUSH IN THE SIDEWALK.
 AA1018'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1018
 AA1018                          STATION RECOVERY (1988)
 AA1018
 AA1018'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1017 ***********************************************************************
 AA1017  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1017  DESIGNATION -  872 4517 TIDAL 5
 AA1017  PID         -  AA1017
 AA1017  STATE/COUNTY-  FL/MONROE
 AA1017  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1017
 AA1017                         *CURRENT SURVEY CONTROL
 AA1017  ___________________________________________________________________
 AA1017* NAD 83(1986)-  24 34 50.     (N)    081 44 17.     (W)     SCALED    
 AA1017* NAVD 88     -         0.845  (meters)       2.77   (feet)  ADJUSTED  
 AA1017  ___________________________________________________________________
 AA1017  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA1017  DYNAMIC HT  -           0.843 (meters)       2.77  (feet)  COMP
 AA1017  MODELED GRAV-     978,957.1   (mgal)                       NAVD 88
 AA1017
 AA1017  VERT ORDER  -  FIRST     CLASS II
 AA1017
 AA1017.The horizontal coordinates were scaled from a topographic map and have
 AA1017.an estimated accuracy of +/- 6 seconds.
 AA1017
 AA1017.The orthometric height was determined by differential leveling
 AA1017.and adjusted by the National Geodetic Survey in June 1991..
 AA1017
 AA1017.This Tidal Bench Mark is designated as VM 11017
 AA1017.by the Center for Operational Oceanographic Products and Services.
 AA1017
 AA1017.The geoid height was determined by GEOID03.
 AA1017
 AA1017.The dynamic height is computed by dividing the NAVD 88
 AA1017.geopotential number by the normal gravity value computed on the
 AA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1017.degrees latitude (g = 980.6199 gals.).
 AA1017
 AA1017.The modeled gravity was interpolated from observed gravity values.
 AA1017
 AA1017;                    North         East    Units  Estimated Accuracy
 AA1017;SPC FL E     -    27,580.      125,250.      MT  (+/- 180 meters Scaled)
 AA1017
 AA1017                          SUPERSEDED SURVEY CONTROL
 AA1017
 AA1017  NGVD 29 (09/01/92)    1.254  (m)            4.11   (f) ADJUSTED    1 2
 AA1017
 AA1017.Superseded values are not recommended for survey control.
 AA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1017.See file dsdata.txt to determine how the superseded data were derived.
 AA1017
 AA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH252187(NAD 83)
 AA1017_MARKER: DJ = TIDAL STATION DISK
 AA1017_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1017_SP_SET: SIDEWALK
 AA1017_STAMPING: NO.5 1974
 AA1017_MARK LOGO: NOS   
 AA1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1017
 AA1017  HISTORY     - Date     Condition        Report By
 AA1017  HISTORY     - 1974     MONUMENTED       NOS
 AA1017  HISTORY     - 1982     GOOD             FLDNR
 AA1017  HISTORY     - 19881108 GOOD             FLDNR
 AA1017
 AA1017                          STATION DESCRIPTION
 AA1017
 AA1017'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1017'4.5 MI NE FROM KEY WEST.
 AA1017'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1017'GO 0.7 MILE
 AA1017'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1017'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 28.8 FEET
 AA1017'SOUTH-SOUTHWEST OF THE CENTERLINE OF KEY HAVEN ROAD, 4.8 FEET
 AA1017'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF THE DRIVEWAY FOR 105 KEY
 AA1017'HAVEN ROAD, AND 195 FEET SOUTHEAST OF BENCH MARK NO 4 1974.  THE
 AA1017'MARK IS SET FLUSH IN THE SIDEWALK.
 AA1017'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1017
 AA1017                          STATION RECOVERY (1988)
 AA1017
 AA1017'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1016 ***********************************************************************
 AA1016  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1016  DESIGNATION -  872 4527 D TIDAL
 AA1016  PID         -  AA1016
 AA1016  STATE/COUNTY-  FL/MONROE
 AA1016  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1016
 AA1016                         *CURRENT SURVEY CONTROL
 AA1016  ___________________________________________________________________
 AA1016* NAD 83(1986)-  24 34 14.     (N)    081 44 54.     (W)     SCALED    
 AA1016* NAVD 88     -         1.016  (meters)       3.33   (feet)  ADJUSTED  
 AA1016  ___________________________________________________________________
 AA1016  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1016  DYNAMIC HT  -           1.014 (meters)       3.33  (feet)  COMP
 AA1016  MODELED GRAV-     978,955.6   (mgal)                       NAVD 88
 AA1016
 AA1016  VERT ORDER  -  FIRST     CLASS II
 AA1016
 AA1016.The horizontal coordinates were scaled from a topographic map and have
 AA1016.an estimated accuracy of +/- 6 seconds.
 AA1016
 AA1016.The orthometric height was determined by differential leveling
 AA1016.and adjusted by the National Geodetic Survey in June 1991..
 AA1016
 AA1016.This Tidal Bench Mark is designated as VM 10992
 AA1016.by the Center for Operational Oceanographic Products and Services.
 AA1016
 AA1016.The geoid height was determined by GEOID03.
 AA1016
 AA1016.The dynamic height is computed by dividing the NAVD 88
 AA1016.geopotential number by the normal gravity value computed on the
 AA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1016.degrees latitude (g = 980.6199 gals.).
 AA1016
 AA1016.The modeled gravity was interpolated from observed gravity values.
 AA1016
 AA1016;                    North         East    Units  Estimated Accuracy
 AA1016;SPC FL E     -    26,480.      124,200.      MT  (+/- 180 meters Scaled)
 AA1016
 AA1016                          SUPERSEDED SURVEY CONTROL
 AA1016
 AA1016  NGVD 29 (09/01/92)    1.427  (m)            4.68   (f) ADJUSTED    1 2
 AA1016
 AA1016.Superseded values are not recommended for survey control.
 AA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1016.See file dsdata.txt to determine how the superseded data were derived.
 AA1016
 AA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH242176(NAD 83)
 AA1016_MARKER: DJ = TIDAL STATION DISK
 AA1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1016_SP_SET: CONCRETE MANHOLE BOX
 AA1016_STAMPING: 4527 D 1982
 AA1016_MARK LOGO: NOS   
 AA1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1016
 AA1016  HISTORY     - Date     Condition        Report By
 AA1016  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1016  HISTORY     - 1986     GOOD             FLDNR
 AA1016  HISTORY     - 19881108 GOOD             FLDNR
 AA1016
 AA1016                          STATION DESCRIPTION
 AA1016
 AA1016'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1016'3.4 MI NE FROM KEY WEST.
 AA1016'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.4 MILES NORTHEAST
 AA1016'ON U.S. HIGHWAY 1 TO THE ENTRANCE ROAD TO A HOSPITAL AND THE MARK
 AA1016'VICINITY.  THE MARK BEARS 121.2 FEET NORTH OF THE CENTERLINE OF
 AA1016'THE WESTBOUND LANE, 27.0 FEET WEST OF THE CENTERLINE OF THE
 AA1016'HOSPITAL ROAD, AND 32.6 FEET NORTHEAST OF POWER POLE A-1-3.
 AA1016'THE MARK IS 0.1 FT ABOVE GROUND.
 AA1016
 AA1016                          STATION RECOVERY (1986)
 AA1016
 AA1016'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA1016'RECOVERED IN GOOD CONDITION.
 AA1016
 AA1016                          STATION RECOVERY (1988)
 AA1016
 AA1016'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1016'RECOVERED IN GOOD CONDITION.  NOTE--ADD THAT THE ENTRANCE ROAD TO THE
 AA1016'HOSPITAL IS CALLED JUNIOR COLLEGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1628 ***********************************************************************
 AA1628  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1628  DESIGNATION -  872 4527 E TIDAL
 AA1628  PID         -  AA1628
 AA1628  STATE/COUNTY-  FL/MONROE
 AA1628  USGS QUAD   -  KEY WEST (1971)
 AA1628
 AA1628                         *CURRENT SURVEY CONTROL
 AA1628  ___________________________________________________________________
 AA1628* NAD 83(1986)-  24 34 15.     (N)    081 44 59.     (W)     SCALED    
 AA1628* NAVD 88     -         3.412  (meters)      11.19   (feet)  ADJUSTED  
 AA1628  ___________________________________________________________________
 AA1628  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1628  DYNAMIC HT  -           3.406 (meters)      11.17  (feet)  COMP
 AA1628  MODELED GRAV-     978,955.6   (mgal)                       NAVD 88
 AA1628
 AA1628  VERT ORDER  -  FIRST     CLASS II
 AA1628
 AA1628.The horizontal coordinates were scaled from a topographic map and have
 AA1628.an estimated accuracy of +/- 6 seconds.
 AA1628
 AA1628.The orthometric height was determined by differential leveling
 AA1628.and adjusted by the National Geodetic Survey in June 1991..
 AA1628
 AA1628.This Tidal Bench Mark is designated as VM 10995
 AA1628.by the Center for Operational Oceanographic Products and Services.
 AA1628
 AA1628.The geoid height was determined by GEOID03.
 AA1628
 AA1628.The dynamic height is computed by dividing the NAVD 88
 AA1628.geopotential number by the normal gravity value computed on the
 AA1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1628.degrees latitude (g = 980.6199 gals.).
 AA1628
 AA1628.The modeled gravity was interpolated from observed gravity values.
 AA1628
 AA1628;                    North         East    Units  Estimated Accuracy
 AA1628;SPC FL E     -    26,510.      124,060.      MT  (+/- 180 meters Scaled)
 AA1628
 AA1628                          SUPERSEDED SURVEY CONTROL
 AA1628
 AA1628  NGVD 29 (09/01/92)    3.821  (m)           12.54   (f) ADJUSTED    1 2
 AA1628
 AA1628.Superseded values are not recommended for survey control.
 AA1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1628.See file dsdata.txt to determine how the superseded data were derived.
 AA1628
 AA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH240176(NAD 83)
 AA1628_MARKER: DB = BENCH MARK DISK
 AA1628_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1628_SP_SET: CONCRETE BRIDGE RAIL
 AA1628_STAMPING: 4527 E 1986
 AA1628_MARK LOGO: FLDT  
 AA1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1628
 AA1628  HISTORY     - Date     Condition        Report By
 AA1628  HISTORY     - 1986     MONUMENTED       FLDT
 AA1628  HISTORY     - 1986     GOOD             FLDNR
 AA1628  HISTORY     - 19881108 GOOD             FLDNR
 AA1628  HISTORY     - 20010830 GOOD             USPSQD
 AA1628
 AA1628                          STATION DESCRIPTION
 AA1628
 AA1628'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1628'3.3 MI NE FROM KEY WEST.
 AA1628'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.3 MILES NORTHEAST ON
 AA1628'U.S. HIGHWAY 1 TO THE EAST END OF THE COW KEY CHANNEL BRIDGE.  THE
 AA1628'MARK BEARS 23.6 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 AA1628'SOUTHBOUND LANE OF U.S. 1 AND 19.2 FEET WEST-SOUTHWEST OF THE EAST
 AA1628'END OF THE CONCRETE BRIDGE RAIL.  THE MARK WAS STAMPED BY THIS PARTY.
 AA1628
 AA1628                          STATION RECOVERY (1988)
 AA1628
 AA1628'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1628'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1628'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1628'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1628'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARD, TURNAND GO
 AA1628'NORTHEAST ON U.S. HIGHWAY 1 FOR 0.89 KM (0.55 MI) TO THE EAST END OF
 AA1628'COW KEY CHANNEL BRIDGE AND THE MARK.  LOCATED 7.2 M (23.6 FT)
 AA1628'NORTH-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S.
 AA1628'HIGHWAY 1 AND 5.8 M (19.0 FT) WEST-SOUTHWEST OF THE EAST END OF THE
 AA1628'CONCRETE GUARDRAIL.
 AA1628
 AA1628                          STATION RECOVERY (2001)
 AA1628
 AA1628'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1629 ***********************************************************************
 AA1629  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1629  DESIGNATION -  872 4527 F TIDAL
 AA1629  PID         -  AA1629
 AA1629  STATE/COUNTY-  FL/MONROE
 AA1629  USGS QUAD   -  KEY WEST (1971)
 AA1629
 AA1629                         *CURRENT SURVEY CONTROL
 AA1629  ___________________________________________________________________
 AA1629* NAD 83(1986)-  24 34 15.     (N)    081 44 59.     (W)     SCALED    
 AA1629* NAVD 88     -         2.654  (meters)       8.71   (feet)  ADJUSTED  
 AA1629  ___________________________________________________________________
 AA1629  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1629  DYNAMIC HT  -           2.649 (meters)       8.69  (feet)  COMP
 AA1629  MODELED GRAV-     978,955.6   (mgal)                       NAVD 88
 AA1629
 AA1629  VERT ORDER  -  FIRST     CLASS II
 AA1629
 AA1629.The horizontal coordinates were scaled from a topographic map and have
 AA1629.an estimated accuracy of +/- 6 seconds.
 AA1629
 AA1629.The orthometric height was determined by differential leveling
 AA1629.and adjusted by the National Geodetic Survey in May 1994..
 AA1629
 AA1629.This Tidal Bench Mark is designated as VM 10993
 AA1629.by the Center for Operational Oceanographic Products and Services.
 AA1629
 AA1629.The geoid height was determined by GEOID03.
 AA1629
 AA1629.The dynamic height is computed by dividing the NAVD 88
 AA1629.geopotential number by the normal gravity value computed on the
 AA1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1629.degrees latitude (g = 980.6199 gals.).
 AA1629
 AA1629.The modeled gravity was interpolated from observed gravity values.
 AA1629
 AA1629;                    North         East    Units  Estimated Accuracy
 AA1629;SPC FL E     -    26,510.      124,060.      MT  (+/- 180 meters Scaled)
 AA1629
 AA1629                          SUPERSEDED SURVEY CONTROL
 AA1629
 AA1629  NAVD 88 (06/15/91)    2.655  (m)            8.71   (f) UNKNOWN     1 2
 AA1629  NGVD 29 (09/01/92)    3.064  (m)           10.05   (f) ADJUSTED    1 2
 AA1629
 AA1629.Superseded values are not recommended for survey control.
 AA1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1629.See file dsdata.txt to determine how the superseded data were derived.
 AA1629
 AA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH240176(NAD 83)
 AA1629_MARKER: DJ = TIDAL STATION DISK
 AA1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1629_SP_SET: CONCRETE MANHOLE STRUCTURE
 AA1629_STAMPING: 4527 F 1986
 AA1629_MARK LOGO: NOS   
 AA1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1629
 AA1629  HISTORY     - Date     Condition        Report By
 AA1629  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1629  HISTORY     - 19881108 GOOD             FLDNR
 AA1629  HISTORY     - 20010830 GOOD             USPSQD
 AA1629
 AA1629                          STATION DESCRIPTION
 AA1629
 AA1629'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1629'3.3 MI NE FROM KEY WEST.
 AA1629'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.3 MILES NORTHEAST ON
 AA1629'U.S. HIGHWAY 1 TO THE EAST END OF THE COW KEY CHANNEL BRIDGE.  THE
 AA1629'MARK BEARS 25.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 AA1629'SOUTHBOUND LANE OF U.S. 1, 34.0 FEET NORTH-NORTHWEST OF THE
 AA1629'NORTHBOUND LANE OF U.S. 1, 33.3 FEET EAST OF THE SOUTHEAST CORNER OF
 AA1629'THE SOUTHBOUND BRIDGE, AND 6.6 FEET SOUTH-SOUTHEAST OF A METAL
 AA1629'GUARDRAIL.
 AA1629
 AA1629                          STATION RECOVERY (1988)
 AA1629
 AA1629'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1629'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1629'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1629'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1629'BOULEVARD, TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 0.89 KM (0.55
 AA1629'MI) TO THE EAST END OF COW KEY CHANNEL BRIDGE AND THE MARK.  LOCATED
 AA1629'7.77 M (25.49 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND
 AA1629'LANE OF U.S. HIGHWAY 1, 10.4 M (34.1 FT) NORTH-NORTHWEST OF THE
 AA1629'NORTHBOUND LANE OF U.S. HIGHWAY 1, 10.2 M (33.5 FT) EAST OF THE
 AA1629'SOUTHEAST CORNER OF THE SOUTHBOUND BRIDGE AND 2.0 M (6.6 FT)
 AA1629'SOUTH-SOUTHEAST OF A METAL GUARDRAIL.
 AA1629
 AA1629                          STATION RECOVERY (2001)
 AA1629
 AA1629'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1630 ***********************************************************************
 AA1630  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1630  DESIGNATION -  872 4527 G TIDAL
 AA1630  PID         -  AA1630
 AA1630  STATE/COUNTY-  FL/MONROE
 AA1630  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1630
 AA1630                         *CURRENT SURVEY CONTROL
 AA1630  ___________________________________________________________________
 AA1630* NAD 83(1986)-  24 34 14.     (N)    081 44 54.     (W)     SCALED    
 AA1630* NAVD 88     -         2.070  (meters)       6.79   (feet)  ADJUSTED  
 AA1630  ___________________________________________________________________
 AA1630  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1630  DYNAMIC HT  -           2.066 (meters)       6.78  (feet)  COMP
 AA1630  MODELED GRAV-     978,955.6   (mgal)                       NAVD 88
 AA1630
 AA1630  VERT ORDER  -  FIRST     CLASS II
 AA1630
 AA1630.The horizontal coordinates were scaled from a topographic map and have
 AA1630.an estimated accuracy of +/- 6 seconds.
 AA1630
 AA1630.The orthometric height was determined by differential leveling
 AA1630.and adjusted by the National Geodetic Survey in June 1991..
 AA1630
 AA1630.This Tidal Bench Mark is designated as VM 10994
 AA1630.by the Center for Operational Oceanographic Products and Services.
 AA1630
 AA1630.The geoid height was determined by GEOID03.
 AA1630
 AA1630.The dynamic height is computed by dividing the NAVD 88
 AA1630.geopotential number by the normal gravity value computed on the
 AA1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1630.degrees latitude (g = 980.6199 gals.).
 AA1630
 AA1630.The modeled gravity was interpolated from observed gravity values.
 AA1630
 AA1630;                    North         East    Units  Estimated Accuracy
 AA1630;SPC FL E     -    26,480.      124,200.      MT  (+/- 180 meters Scaled)
 AA1630
 AA1630                          SUPERSEDED SURVEY CONTROL
 AA1630
 AA1630  NGVD 29 (09/01/92)    2.479  (m)            8.13   (f) ADJUSTED    1 2
 AA1630
 AA1630.Superseded values are not recommended for survey control.
 AA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1630.See file dsdata.txt to determine how the superseded data were derived.
 AA1630
 AA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH242176(NAD 83)
 AA1630_MARKER: DJ = TIDAL STATION DISK
 AA1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1630_SP_SET: CONCRETE BRIDGE ABUTMENT
 AA1630_STAMPING: 4527 G 1986
 AA1630_MARK LOGO: NOS   
 AA1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1630
 AA1630  HISTORY     - Date     Condition        Report By
 AA1630  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1630  HISTORY     - 19881108 GOOD             FLDNR
 AA1630
 AA1630                          STATION DESCRIPTION
 AA1630
 AA1630'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1630'3.35 MI NE FROM KEY WEST.
 AA1630'THE MARK IS 2.0 FT BELOW HIGHWAY.
 AA1630'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.35 MILES NORTHEAST ON
 AA1630'U.S. HIGHWAY 1 TO THE WEST END OF THE COW KEY CHANNEL BRIDGE.  THE
 AA1630'MARK BEARS 36.7 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 AA1630'SOUTHBOUND LANE OF U.S. 1, 20.0 FEET EAST OF THE NORTHWEST CORNER OF
 AA1630'A METAL GUARDRAIL, 0.9 FOOT NORTH-NORTHWEST OF THE NORTHWEST SIDE OF
 AA1630'THE BRIDGE, AND 0.5 FOOT SOUTH-SOUTHEAST OF THE SOUTH SIDE OF AN 18
 AA1630'INCH DIAMETER WATER PIPE.  THE MARK IS SET IN A BRIDGE ABUTMENT AND
 AA1630'WATER PIPELINE SUPPORT.
 AA1630
 AA1630                          STATION RECOVERY (1988)
 AA1630
 AA1630'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1630'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1630'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1630'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1630'BOULEVARD, TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 0.97 KM (0.60
 AA1630'MI) TO THE MARK, SET ON THE WEST END OF COW KEY CHANNEL BRIDGE.
 AA1630'LOCATED 11.2 M (36.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 AA1630'HIGHWAY 1, 6.1 M (20.0 FT) EAST OF THE NORTHWEST CORNER OF A METAL
 AA1630'GUARDRAIL, 0.27 M (0.89 FT) NORTH-NORTHWEST OF THE NORTHWEST SIDE OF
 AA1630'THE BRIDGE AND 0.15 M (0.49 FT) SOUTH-SOUTHEAST OF THE SOUTH SIDE OF
 AA1630'AN 0.46 M (1.51 FT) DIAMETER WATERPIPE SET IN A BRIDGE ABUTMENT AND
 AA1630'WATERLINE SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1015 ***********************************************************************
 AA1015  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1015  DESIGNATION -  872 4527 TIDAL 1
 AA1015  PID         -  AA1015
 AA1015  STATE/COUNTY-  FL/MONROE
 AA1015  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1015
 AA1015                         *CURRENT SURVEY CONTROL
 AA1015  ___________________________________________________________________
 AA1015* NAD 83(1986)-  24 34 14.     (N)    081 44 54.     (W)     SCALED    
 AA1015* NAVD 88     -         0.707  (meters)       2.32   (feet)  ADJUSTED  
 AA1015  ___________________________________________________________________
 AA1015  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1015  DYNAMIC HT  -           0.706 (meters)       2.32  (feet)  COMP
 AA1015  MODELED GRAV-     978,955.6   (mgal)                       NAVD 88
 AA1015
 AA1015  VERT ORDER  -  SECOND    CLASS I
 AA1015
 AA1015.The horizontal coordinates were scaled from a topographic map and have
 AA1015.an estimated accuracy of +/- 6 seconds.
 AA1015
 AA1015.The orthometric height was determined by differential leveling
 AA1015.and adjusted by the National Geodetic Survey in June 1991..
 AA1015
 AA1015.This Tidal Bench Mark is designated as VM 17137
 AA1015.by the Center for Operational Oceanographic Products and Services.
 AA1015
 AA1015.The geoid height was determined by GEOID03.
 AA1015
 AA1015.The dynamic height is computed by dividing the NAVD 88
 AA1015.geopotential number by the normal gravity value computed on the
 AA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1015.degrees latitude (g = 980.6199 gals.).
 AA1015
 AA1015.The modeled gravity was interpolated from observed gravity values.
 AA1015
 AA1015;                    North         East    Units  Estimated Accuracy
 AA1015;SPC FL E     -    26,480.      124,200.      MT  (+/- 180 meters Scaled)
 AA1015
 AA1015                          SUPERSEDED SURVEY CONTROL
 AA1015
 AA1015.No superseded survey control is available for this station.
 AA1015
 AA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH242176(NAD 83)
 AA1015_MARKER: DJ = TIDAL STATION DISK
 AA1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA1015_SP_SET: CONCRETE SUPPORT FOR AQUEDUCT
 AA1015_STAMPING: NO 1 1975
 AA1015_MARK LOGO: NOS   
 AA1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1015
 AA1015  HISTORY     - Date     Condition        Report By
 AA1015  HISTORY     - 1975     MONUMENTED       NOS
 AA1015  HISTORY     - 1982     GOOD             FLDNR
 AA1015
 AA1015                          STATION DESCRIPTION
 AA1015
 AA1015'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1015'3.35 MI NE FROM KEY WEST.
 AA1015'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.35 MILES NORTHEAST
 AA1015'ON U.S. HIGHWAY 1 TO THE EAST END OF THE COW KEY CHANNEL BRIDGE.
 AA1015'THE MARK BEARS 39 FEET NORTH OF THE NORTH EDGE OF THE WESTBOUND
 AA1015'LANE, 79 FEET WEST OF A BELL SYSTEM MANHOLE COVER, AND SET IN THE
 AA1015'TOP OF A CONCRETE SUPPORT FOR AN AQUEDUCT PIPE.
 AA1015'THE MARK IS 7 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1005 ***********************************************************************
 AA1005  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1005  DESIGNATION -  872 4529 F TIDAL
 AA1005  PID         -  AA1005
 AA1005  STATE/COUNTY-  FL/MONROE
 AA1005  USGS QUAD   -  KEY WEST (1971)
 AA1005
 AA1005                         *CURRENT SURVEY CONTROL
 AA1005  ___________________________________________________________________
 AA1005* NAD 83(1986)-  24 33 50.     (N)    081 45 05.     (W)     SCALED    
 AA1005* NAVD 88     -         1.144  (meters)       3.75   (feet)  ADJUSTED  
 AA1005  ___________________________________________________________________
 AA1005  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA1005  DYNAMIC HT  -           1.142 (meters)       3.75  (feet)  COMP
 AA1005  MODELED GRAV-     978,954.9   (mgal)                       NAVD 88
 AA1005
 AA1005  VERT ORDER  -  FIRST     CLASS II
 AA1005
 AA1005.The horizontal coordinates were scaled from a topographic map and have
 AA1005.an estimated accuracy of +/- 6 seconds.
 AA1005
 AA1005.The orthometric height was determined by differential leveling
 AA1005.and adjusted by the National Geodetic Survey in June 1991..
 AA1005
 AA1005.This Tidal Bench Mark is designated as VM 10990
 AA1005.by the Center for Operational Oceanographic Products and Services.
 AA1005
 AA1005.The geoid height was determined by GEOID03.
 AA1005
 AA1005.The dynamic height is computed by dividing the NAVD 88
 AA1005.geopotential number by the normal gravity value computed on the
 AA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1005.degrees latitude (g = 980.6199 gals.).
 AA1005
 AA1005.The modeled gravity was interpolated from observed gravity values.
 AA1005
 AA1005;                    North         East    Units  Estimated Accuracy
 AA1005;SPC FL E     -    25,740.      123,890.      MT  (+/- 180 meters Scaled)
 AA1005
 AA1005                          SUPERSEDED SURVEY CONTROL
 AA1005
 AA1005  NGVD 29 (09/01/92)    1.556  (m)            5.11   (f) ADJUSTED    1 2
 AA1005
 AA1005.Superseded values are not recommended for survey control.
 AA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1005.See file dsdata.txt to determine how the superseded data were derived.
 AA1005
 AA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH239168(NAD 83)
 AA1005_MARKER: DJ = TIDAL STATION DISK
 AA1005_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1005_SP_SET: CONCRETE BRIDGE GUARDRAIL BASE
 AA1005_STAMPING: 4529 F 1982
 AA1005_MARK LOGO: NOS   
 AA1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1005
 AA1005  HISTORY     - Date     Condition        Report By
 AA1005  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1005  HISTORY     - 19881108 GOOD             FLDNR
 AA1005  HISTORY     - 20010831 MARK NOT FOUND   USPSQD
 AA1005
 AA1005                          STATION DESCRIPTION
 AA1005
 AA1005'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1005'3.45 MI NE FROM KEY WEST.
 AA1005'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1005'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1005'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1005'IS AT THE NORTH END OF THE EAST BANNISTER OF THE BRIDGE, 33.4
 AA1005'FEET EAST-NORTHEAST OF THE CENTERLINE OF A1A, 4.5 FEET
 AA1005'SOUTH-SOUTHEAST OF THE NORTH END OF THE BANNISTER, AND 285.6
 AA1005'FEET NORTH-NORTHWEST OF THE NORTH ABUTMENT OF THE BRIDGE.
 AA1005'THE MARK IS 1 FT ABOVE A1A.
 AA1005
 AA1005                          STATION RECOVERY (1988)
 AA1005
 AA1005'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1005'RECOVERED IN GOOD CONDITION.
 AA1005
 AA1005                          STATION RECOVERY (2001)
 AA1005
 AA1005'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1004 ***********************************************************************
 AA1004  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1004  DESIGNATION -  872 4529 TIDAL 1
 AA1004  PID         -  AA1004
 AA1004  STATE/COUNTY-  FL/MONROE
 AA1004  USGS QUAD   -  KEY WEST (1971)
 AA1004
 AA1004                         *CURRENT SURVEY CONTROL
 AA1004  ___________________________________________________________________
 AA1004* NAD 83(1986)-  24 33 50.     (N)    081 45 05.     (W)     SCALED    
 AA1004* NAVD 88     -         3.284  (meters)      10.77   (feet)  ADJUSTED  
 AA1004  ___________________________________________________________________
 AA1004  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA1004  DYNAMIC HT  -           3.279 (meters)      10.76  (feet)  COMP
 AA1004  MODELED GRAV-     978,954.9   (mgal)                       NAVD 88
 AA1004
 AA1004  VERT ORDER  -  FIRST     CLASS II
 AA1004
 AA1004.The horizontal coordinates were scaled from a topographic map and have
 AA1004.an estimated accuracy of +/- 6 seconds.
 AA1004
 AA1004.The orthometric height was determined by differential leveling
 AA1004.and adjusted by the National Geodetic Survey in June 1991..
 AA1004
 AA1004.This Tidal Bench Mark is designated as VM 10985
 AA1004.by the Center for Operational Oceanographic Products and Services.
 AA1004
 AA1004.The geoid height was determined by GEOID03.
 AA1004
 AA1004.The dynamic height is computed by dividing the NAVD 88
 AA1004.geopotential number by the normal gravity value computed on the
 AA1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1004.degrees latitude (g = 980.6199 gals.).
 AA1004
 AA1004.The modeled gravity was interpolated from observed gravity values.
 AA1004
 AA1004;                    North         East    Units  Estimated Accuracy
 AA1004;SPC FL E     -    25,740.      123,890.      MT  (+/- 180 meters Scaled)
 AA1004
 AA1004                          SUPERSEDED SURVEY CONTROL
 AA1004
 AA1004  NGVD 29 (09/01/92)    3.698  (m)           12.13   (f) ADJUSTED    1 2
 AA1004
 AA1004.Superseded values are not recommended for survey control.
 AA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1004.See file dsdata.txt to determine how the superseded data were derived.
 AA1004
 AA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH239168(NAD 83)
 AA1004_MARKER: DJ = TIDAL STATION DISK
 AA1004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1004_SP_SET: CONCRETE BRIDGE WALKWAY
 AA1004_STAMPING: NO.1 1974
 AA1004_MARK LOGO: NOS   
 AA1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1004
 AA1004  HISTORY     - Date     Condition        Report By
 AA1004  HISTORY     - 1974     MONUMENTED       NOS
 AA1004  HISTORY     - 1982     GOOD             FLDNR
 AA1004  HISTORY     - 19881108 GOOD             FLDNR
 AA1004  HISTORY     - 20010831 GOOD             USPSQD
 AA1004
 AA1004                          STATION DESCRIPTION
 AA1004
 AA1004'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1004'3.45 MI NE FROM KEY WEST.
 AA1004'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1004'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1004'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1004'IS 31 FEET EAST-NORTHEAST OF THE CENTERLINE OF A1A, 33 FEET
 AA1004'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE BANNISTER,
 AA1004'AND IS IN THE BRIDGE SIDEWALK.
 AA1004
 AA1004                          STATION RECOVERY (1988)
 AA1004
 AA1004'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1004'RECOVERED IN GOOD CONDITION.
 AA1004
 AA1004                          STATION RECOVERY (2001)
 AA1004
 AA1004'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1003 ***********************************************************************
 AA1003  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1003  DESIGNATION -  872 4529 TIDAL 2
 AA1003  PID         -  AA1003
 AA1003  STATE/COUNTY-  FL/MONROE
 AA1003  USGS QUAD   -  KEY WEST (1971)
 AA1003
 AA1003                         *CURRENT SURVEY CONTROL
 AA1003  ___________________________________________________________________
 AA1003* NAD 83(1986)-  24 33 50.     (N)    081 45 05.     (W)     SCALED    
 AA1003* NAVD 88     -         2.807  (meters)       9.21   (feet)  ADJUSTED  
 AA1003  ___________________________________________________________________
 AA1003  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA1003  DYNAMIC HT  -           2.802 (meters)       9.19  (feet)  COMP
 AA1003  MODELED GRAV-     978,954.9   (mgal)                       NAVD 88
 AA1003
 AA1003  VERT ORDER  -  FIRST     CLASS II
 AA1003
 AA1003.The horizontal coordinates were scaled from a topographic map and have
 AA1003.an estimated accuracy of +/- 6 seconds.
 AA1003
 AA1003.The orthometric height was determined by differential leveling
 AA1003.and adjusted by the National Geodetic Survey in June 1991..
 AA1003
 AA1003.This Tidal Bench Mark is designated as VM 10986
 AA1003.by the Center for Operational Oceanographic Products and Services.
 AA1003
 AA1003.The geoid height was determined by GEOID03.
 AA1003
 AA1003.The dynamic height is computed by dividing the NAVD 88
 AA1003.geopotential number by the normal gravity value computed on the
 AA1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1003.degrees latitude (g = 980.6199 gals.).
 AA1003
 AA1003.The modeled gravity was interpolated from observed gravity values.
 AA1003
 AA1003;                    North         East    Units  Estimated Accuracy
 AA1003;SPC FL E     -    25,740.      123,890.      MT  (+/- 180 meters Scaled)
 AA1003
 AA1003                          SUPERSEDED SURVEY CONTROL
 AA1003
 AA1003  NGVD 29 (09/01/92)    3.220  (m)           10.56   (f) ADJUSTED    1 2
 AA1003
 AA1003.Superseded values are not recommended for survey control.
 AA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1003.See file dsdata.txt to determine how the superseded data were derived.
 AA1003
 AA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH239168(NAD 83)
 AA1003_MARKER: DJ = TIDAL STATION DISK
 AA1003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1003_SP_SET: CONCRETE WINGWALL
 AA1003_STAMPING: NO.2 1974
 AA1003_MARK LOGO: NOS   
 AA1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1003+STABILITY: SURFACE MOTION
 AA1003
 AA1003  HISTORY     - Date     Condition        Report By
 AA1003  HISTORY     - 1974     MONUMENTED       NOS
 AA1003  HISTORY     - 1982     GOOD             FLDNR
 AA1003  HISTORY     - 19881231 GOOD             FLDNR
 AA1003  HISTORY     - 20010831 GOOD             USPSQD
 AA1003
 AA1003                          STATION DESCRIPTION
 AA1003
 AA1003'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1003'3.45 MI NE FROM KEY WEST.
 AA1003'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1003'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1003'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1003'IS SET IN THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE, 35 FEET
 AA1003'EAST-NORTHEAST OF THE CENTERLINE OF A1A, AND 149 FEET
 AA1003'NORTH-NORTHWEST OF THE SOUTH END OF THE EAST BANNISTER.
 AA1003'THE MARK IS 1 FT BELOW HIGHWAY.
 AA1003
 AA1003                          STATION RECOVERY (1988)
 AA1003
 AA1003'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1003'RECOVERED IN GOOD CONDITION.
 AA1003
 AA1003                          STATION RECOVERY (2001)
 AA1003
 AA1003'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1002 ***********************************************************************
 AA1002  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1002  DESIGNATION -  872 4529 TIDAL 3
 AA1002  PID         -  AA1002
 AA1002  STATE/COUNTY-  FL/MONROE
 AA1002  USGS QUAD   -  KEY WEST (1971)
 AA1002
 AA1002                         *CURRENT SURVEY CONTROL
 AA1002  ___________________________________________________________________
 AA1002* NAD 83(1986)-  24 33 50.     (N)    081 45 05.     (W)     SCALED    
 AA1002* NAVD 88     -         1.716  (meters)       5.63   (feet)  ADJUSTED  
 AA1002  ___________________________________________________________________
 AA1002  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA1002  DYNAMIC HT  -           1.713 (meters)       5.62  (feet)  COMP
 AA1002  MODELED GRAV-     978,954.9   (mgal)                       NAVD 88
 AA1002
 AA1002  VERT ORDER  -  FIRST     CLASS II
 AA1002
 AA1002.The horizontal coordinates were scaled from a topographic map and have
 AA1002.an estimated accuracy of +/- 6 seconds.
 AA1002
 AA1002.The orthometric height was determined by differential leveling
 AA1002.and adjusted by the National Geodetic Survey in June 1991..
 AA1002
 AA1002.This Tidal Bench Mark is designated as VM 10987
 AA1002.by the Center for Operational Oceanographic Products and Services.
 AA1002
 AA1002.The geoid height was determined by GEOID03.
 AA1002
 AA1002.The dynamic height is computed by dividing the NAVD 88
 AA1002.geopotential number by the normal gravity value computed on the
 AA1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1002.degrees latitude (g = 980.6199 gals.).
 AA1002
 AA1002.The modeled gravity was interpolated from observed gravity values.
 AA1002
 AA1002;                    North         East    Units  Estimated Accuracy
 AA1002;SPC FL E     -    25,740.      123,890.      MT  (+/- 180 meters Scaled)
 AA1002
 AA1002                          SUPERSEDED SURVEY CONTROL
 AA1002
 AA1002  NGVD 29 (09/01/92)    2.129  (m)            6.98   (f) ADJUSTED    1 2
 AA1002
 AA1002.Superseded values are not recommended for survey control.
 AA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1002.See file dsdata.txt to determine how the superseded data were derived.
 AA1002
 AA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH239168(NAD 83)
 AA1002_MARKER: DJ = TIDAL STATION DISK
 AA1002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1002_SP_SET: CONCRETE WINGWALL
 AA1002_STAMPING: NO.3 1974
 AA1002_MARK LOGO: NOS   
 AA1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1002+STABILITY: SURFACE MOTION
 AA1002
 AA1002  HISTORY     - Date     Condition        Report By
 AA1002  HISTORY     - 1974     MONUMENTED       NOS
 AA1002  HISTORY     - 1982     GOOD             FLDNR
 AA1002  HISTORY     - 19881108 GOOD             FLDNR
 AA1002  HISTORY     - 20010831 GOOD             USPSQD
 AA1002
 AA1002                          STATION DESCRIPTION
 AA1002
 AA1002'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1002'3.45 MI NE FROM KEY WEST.
 AA1002'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1002'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1002'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1002'IS SET IN THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE, 40 FEET
 AA1002'WEST-SOUTHWEST OF THE CENTERLINE OF A1A, AND 1 FOOT EAST OF THE
 AA1002'NORTHWEST CORNER OF THE WINGWALL.
 AA1002'THE MARK IS 3 FT BELOW A1A.
 AA1002
 AA1002                          STATION RECOVERY (1988)
 AA1002
 AA1002'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1002'RECOVERED IN GOOD CONDITION.
 AA1002
 AA1002                          STATION RECOVERY (2001)
 AA1002
 AA1002'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1007 ***********************************************************************
 AA1007  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1007  DESIGNATION -  872 4542 TIDAL 1
 AA1007  PID         -  AA1007
 AA1007  STATE/COUNTY-  FL/MONROE
 AA1007  USGS QUAD   -  KEY WEST (1971)
 AA1007
 AA1007                         *CURRENT SURVEY CONTROL
 AA1007  ___________________________________________________________________
 AA1007* NAD 83(1986)-  24 35 08.     (N)    081 46 29.     (W)     SCALED    
 AA1007* NAVD 88     -         1.423  (meters)       4.67   (feet)  ADJUSTED  
 AA1007  ___________________________________________________________________
 AA1007  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA1007  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 AA1007  MODELED GRAV-     978,957.3   (mgal)                       NAVD 88
 AA1007
 AA1007  VERT ORDER  -  FIRST     CLASS II
 AA1007
 AA1007.The horizontal coordinates were scaled from a topographic map and have
 AA1007.an estimated accuracy of +/- 6 seconds.
 AA1007
 AA1007.The orthometric height was determined by differential leveling
 AA1007.and adjusted by the National Geodetic Survey in June 1991..
 AA1007
 AA1007.This Tidal Bench Mark is designated as VM 10980
 AA1007.by the Center for Operational Oceanographic Products and Services.
 AA1007
 AA1007.The geoid height was determined by GEOID03.
 AA1007
 AA1007.The dynamic height is computed by dividing the NAVD 88
 AA1007.geopotential number by the normal gravity value computed on the
 AA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1007.degrees latitude (g = 980.6199 gals.).
 AA1007
 AA1007.The modeled gravity was interpolated from observed gravity values.
 AA1007
 AA1007;                    North         East    Units  Estimated Accuracy
 AA1007;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1007
 AA1007                          SUPERSEDED SURVEY CONTROL
 AA1007
 AA1007  NGVD 29 (09/01/92)    1.835  (m)            6.02   (f) ADJUSTED    1 2
 AA1007
 AA1007.Superseded values are not recommended for survey control.
 AA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1007.See file dsdata.txt to determine how the superseded data were derived.
 AA1007
 AA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1007_MARKER: DJ = TIDAL STATION DISK
 AA1007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1007_SP_SET: CONCRETE
 AA1007_STAMPING: NO.1 1974
 AA1007_MARK LOGO: NOS   
 AA1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1007
 AA1007  HISTORY     - Date     Condition        Report By
 AA1007  HISTORY     - 1974     MONUMENTED       NOS
 AA1007  HISTORY     - 1982     GOOD             FLDNR
 AA1007  HISTORY     - 19881108 GOOD             FLDNR
 AA1007
 AA1007                          STATION DESCRIPTION
 AA1007
 AA1007'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1007'2.4 MI NE FROM KEY WEST.
 AA1007'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1007'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1007'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1007'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1007'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1007'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE
 AA1007'CONCRETE APRON FOR THE BOAT REPAIR SHOP, AT THE WEST CORNER OF THE
 AA1007'APRON, AND IS 12 FEET SOUTHEAST OF THE SHORELINE.
 AA1007
 AA1007                          STATION RECOVERY (1988)
 AA1007
 AA1007'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1008 ***********************************************************************
 AA1008  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1008  DESIGNATION -  872 4542 TIDAL 2
 AA1008  PID         -  AA1008
 AA1008  STATE/COUNTY-  FL/MONROE
 AA1008  USGS QUAD   -  KEY WEST (1971)
 AA1008
 AA1008                         *CURRENT SURVEY CONTROL
 AA1008  ___________________________________________________________________
 AA1008* NAD 83(1986)-  24 35 08.     (N)    081 46 29.     (W)     SCALED    
 AA1008* NAVD 88     -         0.863  (meters)       2.83   (feet)  ADJUSTED  
 AA1008  ___________________________________________________________________
 AA1008  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA1008  DYNAMIC HT  -           0.862 (meters)       2.83  (feet)  COMP
 AA1008  MODELED GRAV-     978,957.3   (mgal)                       NAVD 88
 AA1008
 AA1008  VERT ORDER  -  FIRST     CLASS II
 AA1008
 AA1008.The horizontal coordinates were scaled from a topographic map and have
 AA1008.an estimated accuracy of +/- 6 seconds.
 AA1008
 AA1008.The orthometric height was determined by differential leveling
 AA1008.and adjusted by the National Geodetic Survey in June 1991..
 AA1008
 AA1008.This Tidal Bench Mark is designated as VM 10981
 AA1008.by the Center for Operational Oceanographic Products and Services.
 AA1008
 AA1008.The geoid height was determined by GEOID03.
 AA1008
 AA1008.The dynamic height is computed by dividing the NAVD 88
 AA1008.geopotential number by the normal gravity value computed on the
 AA1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1008.degrees latitude (g = 980.6199 gals.).
 AA1008
 AA1008.The modeled gravity was interpolated from observed gravity values.
 AA1008
 AA1008;                    North         East    Units  Estimated Accuracy
 AA1008;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1008
 AA1008                          SUPERSEDED SURVEY CONTROL
 AA1008
 AA1008  NGVD 29 (09/01/92)    1.276  (m)            4.19   (f) ADJUSTED    1 2
 AA1008
 AA1008.Superseded values are not recommended for survey control.
 AA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1008.See file dsdata.txt to determine how the superseded data were derived.
 AA1008
 AA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1008_MARKER: DJ = TIDAL STATION DISK
 AA1008_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1008_SP_SET: CONCRETE BOAT RAMP
 AA1008_STAMPING: NO.2 1974
 AA1008_MARK LOGO: NOS   
 AA1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1008
 AA1008  HISTORY     - Date     Condition        Report By
 AA1008  HISTORY     - 1974     MONUMENTED       NOS
 AA1008  HISTORY     - 1982     GOOD             FLDNR
 AA1008  HISTORY     - 19881108 GOOD             FLDNR
 AA1008
 AA1008                          STATION DESCRIPTION
 AA1008
 AA1008'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1008'2.4 MI NE FROM KEY WEST.
 AA1008'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1008'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1008'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1008'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1008'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1008'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE NORTH
 AA1008'CORNER OF THE BOAT RAMP AT THE BOAT REPAIR SHOP, AND 73 FEET
 AA1008'NORTHEAST OF TIDAL BENCH MARK NO 1 1974.
 AA1008
 AA1008                          STATION RECOVERY (1988)
 AA1008
 AA1008'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1009 ***********************************************************************
 AA1009  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1009  DESIGNATION -  872 4542 TIDAL 3
 AA1009  PID         -  AA1009
 AA1009  STATE/COUNTY-  FL/MONROE
 AA1009  USGS QUAD   -  KEY WEST (1971)
 AA1009
 AA1009                         *CURRENT SURVEY CONTROL
 AA1009  ___________________________________________________________________
 AA1009* NAD 83(1986)-  24 35 08.     (N)    081 46 29.     (W)     SCALED    
 AA1009* NAVD 88     -         1.764  (meters)       5.79   (feet)  ADJUSTED  
 AA1009  ___________________________________________________________________
 AA1009  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA1009  DYNAMIC HT  -           1.761 (meters)       5.78  (feet)  COMP
 AA1009  MODELED GRAV-     978,957.3   (mgal)                       NAVD 88
 AA1009
 AA1009  VERT ORDER  -  FIRST     CLASS II
 AA1009
 AA1009.The horizontal coordinates were scaled from a topographic map and have
 AA1009.an estimated accuracy of +/- 6 seconds.
 AA1009
 AA1009.The orthometric height was determined by differential leveling
 AA1009.and adjusted by the National Geodetic Survey in June 1991..
 AA1009
 AA1009.This Tidal Bench Mark is designated as VM 10982
 AA1009.by the Center for Operational Oceanographic Products and Services.
 AA1009
 AA1009.The geoid height was determined by GEOID03.
 AA1009
 AA1009.The dynamic height is computed by dividing the NAVD 88
 AA1009.geopotential number by the normal gravity value computed on the
 AA1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1009.degrees latitude (g = 980.6199 gals.).
 AA1009
 AA1009.The modeled gravity was interpolated from observed gravity values.
 AA1009
 AA1009;                    North         East    Units  Estimated Accuracy
 AA1009;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1009
 AA1009                          SUPERSEDED SURVEY CONTROL
 AA1009
 AA1009  NGVD 29 (09/01/92)    2.176  (m)            7.14   (f) ADJUSTED    1 2
 AA1009
 AA1009.Superseded values are not recommended for survey control.
 AA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1009.See file dsdata.txt to determine how the superseded data were derived.
 AA1009
 AA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1009_MARKER: DJ = TIDAL STATION DISK
 AA1009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1009_SP_SET: CONCRETE APRON
 AA1009_STAMPING: NO.3 1974
 AA1009_MARK LOGO: NOS   
 AA1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1009
 AA1009  HISTORY     - Date     Condition        Report By
 AA1009  HISTORY     - 1974     MONUMENTED       NOS
 AA1009  HISTORY     - 1982     GOOD             FLDNR
 AA1009  HISTORY     - 19881108 GOOD             FLDNR
 AA1009
 AA1009                          STATION DESCRIPTION
 AA1009
 AA1009'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1009'2.4 MI NE FROM KEY WEST.
 AA1009'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1009'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1009'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1009'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1009'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1009'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE
 AA1009'CONCRETE APRON FOR A SMALL RESTROOM BUILDING, 162 FEET SOUTHEAST
 AA1009'OF THE NORTHWEST SHORELINE, AND 24 FEET NORTHWEST OF THE SOUTH
 AA1009'CORNER OF THE BUILDING.
 AA1009
 AA1009                          STATION RECOVERY (1988)
 AA1009
 AA1009'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1010 ***********************************************************************
 AA1010  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1010  DESIGNATION -  872 4542 TIDAL 4
 AA1010  PID         -  AA1010
 AA1010  STATE/COUNTY-  FL/MONROE
 AA1010  USGS QUAD   -  KEY WEST (1971)
 AA1010
 AA1010                         *CURRENT SURVEY CONTROL
 AA1010  ___________________________________________________________________
 AA1010* NAD 83(1986)-  24 35 08.     (N)    081 46 29.     (W)     SCALED    
 AA1010* NAVD 88     -         1.073  (meters)       3.52   (feet)  ADJUSTED  
 AA1010  ___________________________________________________________________
 AA1010  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA1010  DYNAMIC HT  -           1.071 (meters)       3.51  (feet)  COMP
 AA1010  MODELED GRAV-     978,957.3   (mgal)                       NAVD 88
 AA1010
 AA1010  VERT ORDER  -  FIRST     CLASS II
 AA1010
 AA1010.The horizontal coordinates were scaled from a topographic map and have
 AA1010.an estimated accuracy of +/- 6 seconds.
 AA1010
 AA1010.The orthometric height was determined by differential leveling
 AA1010.and adjusted by the National Geodetic Survey in June 1991..
 AA1010
 AA1010.This Tidal Bench Mark is designated as VM 10983
 AA1010.by the Center for Operational Oceanographic Products and Services.
 AA1010
 AA1010.The geoid height was determined by GEOID03.
 AA1010
 AA1010.The dynamic height is computed by dividing the NAVD 88
 AA1010.geopotential number by the normal gravity value computed on the
 AA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1010.degrees latitude (g = 980.6199 gals.).
 AA1010
 AA1010.The modeled gravity was interpolated from observed gravity values.
 AA1010
 AA1010;                    North         East    Units  Estimated Accuracy
 AA1010;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1010
 AA1010                          SUPERSEDED SURVEY CONTROL
 AA1010
 AA1010  NGVD 29 (09/01/92)    1.486  (m)            4.88   (f) ADJUSTED    1 2
 AA1010
 AA1010.Superseded values are not recommended for survey control.
 AA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1010.See file dsdata.txt to determine how the superseded data were derived.
 AA1010
 AA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1010_MARKER: DJ = TIDAL STATION DISK
 AA1010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1010_SP_SET: CONCRETE SEAWALL
 AA1010_STAMPING: NO 4 1974
 AA1010_MARK LOGO: NOS   
 AA1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1010+STABILITY: SURFACE MOTION
 AA1010
 AA1010  HISTORY     - Date     Condition        Report By
 AA1010  HISTORY     - 1974     MONUMENTED       NOS
 AA1010  HISTORY     - 1982     GOOD             FLDNR
 AA1010  HISTORY     - 19881108 GOOD             FLDNR
 AA1010  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA1010
 AA1010                          STATION DESCRIPTION
 AA1010
 AA1010'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1010'2.4 MI NE FROM KEY WEST.
 AA1010'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1010'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1010'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1010'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1010'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1010'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE SEAWALL
 AA1010'FOR THE FUEL PIER, 82.5 FEET SOUTHEAST OF THE WEST EDGE OF THE FUEL
 AA1010'PIER, AND 10 FEET SOUTHWEST OF THE NORTH EDGE OF THE FUEL PIER.
 AA1010
 AA1010                          STATION RECOVERY (1988)
 AA1010
 AA1010'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1010'RECOVERED IN GOOD CONDITION.
 AA1010
 AA1010                          STATION RECOVERY (2003)
 AA1010
 AA1010'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1011 ***********************************************************************
 AA1011  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1011  DESIGNATION -  872 4542 TIDAL 5
 AA1011  PID         -  AA1011
 AA1011  STATE/COUNTY-  FL/MONROE
 AA1011  USGS QUAD   -  KEY WEST (1971)
 AA1011
 AA1011                         *CURRENT SURVEY CONTROL
 AA1011  ___________________________________________________________________
 AA1011* NAD 83(1986)-  24 35 08.     (N)    081 46 29.     (W)     SCALED    
 AA1011* NAVD 88     -         0.917  (meters)       3.01   (feet)  ADJUSTED  
 AA1011  ___________________________________________________________________
 AA1011  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA1011  DYNAMIC HT  -           0.915 (meters)       3.00  (feet)  COMP
 AA1011  MODELED GRAV-     978,957.3   (mgal)                       NAVD 88
 AA1011
 AA1011  VERT ORDER  -  SECOND    CLASS I
 AA1011
 AA1011.The horizontal coordinates were scaled from a topographic map and have
 AA1011.an estimated accuracy of +/- 6 seconds.
 AA1011
 AA1011.The orthometric height was determined by differential leveling
 AA1011.and adjusted by the National Geodetic Survey in June 1991..
 AA1011
 AA1011.This Tidal Bench Mark is designated as VM 10984
 AA1011.by the Center for Operational Oceanographic Products and Services.
 AA1011
 AA1011.The geoid height was determined by GEOID03.
 AA1011
 AA1011.The dynamic height is computed by dividing the NAVD 88
 AA1011.geopotential number by the normal gravity value computed on the
 AA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1011.degrees latitude (g = 980.6199 gals.).
 AA1011
 AA1011.The modeled gravity was interpolated from observed gravity values.
 AA1011
 AA1011;                    North         East    Units  Estimated Accuracy
 AA1011;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1011
 AA1011                          SUPERSEDED SURVEY CONTROL
 AA1011
 AA1011.No superseded survey control is available for this station.
 AA1011
 AA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1011_MARKER: DJ = TIDAL STATION DISK
 AA1011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1011_SP_SET: CONCRETE SEAWALL
 AA1011_STAMPING: NO 5 1974
 AA1011_MARK LOGO: NOS   
 AA1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1011+STABILITY: SURFACE MOTION
 AA1011
 AA1011  HISTORY     - Date     Condition        Report By
 AA1011  HISTORY     - 1974     MONUMENTED       NOS
 AA1011  HISTORY     - 1982     GOOD             FLDNR
 AA1011
 AA1011                          STATION DESCRIPTION
 AA1011
 AA1011'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1011'2.4 MI NE FROM KEY WEST.
 AA1011'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1011'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1011'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1011'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1011'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1011'MARINA AND THE MARK VICINITY.  THE MARK BEARS 62.5 FEET
 AA1011'NORTHWEST OF THE SOUTHEAST CORNER OF THE MARINA SEAWALL, AND
 AA1011'2.1 FEET SOUTHEAST OF THE NORTH CORNER OF A CURB AROUND THE
 AA1011'MARINA OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0919 ***********************************************************************
 AA0919  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0919  DESIGNATION -  872 4557 TIDAL 1
 AA0919  PID         -  AA0919
 AA0919  STATE/COUNTY-  FL/MONROE
 AA0919  USGS QUAD   -  KEY WEST (1971)
 AA0919
 AA0919                         *CURRENT SURVEY CONTROL
 AA0919  ___________________________________________________________________
 AA0919* NAD 83(1986)-  24 32 44.     (N)    081 46 59.     (W)     SCALED    
 AA0919* NAVD 88     -         0.809  (meters)       2.65   (feet)  ADJUSTED  
 AA0919  ___________________________________________________________________
 AA0919  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0919  DYNAMIC HT  -           0.808 (meters)       2.65  (feet)  COMP
 AA0919  MODELED GRAV-     978,953.9   (mgal)                       NAVD 88
 AA0919
 AA0919  VERT ORDER  -  FIRST     CLASS II
 AA0919
 AA0919.The horizontal coordinates were scaled from a topographic map and have
 AA0919.an estimated accuracy of +/- 6 seconds.
 AA0919
 AA0919.The orthometric height was determined by differential leveling
 AA0919.and adjusted by the National Geodetic Survey in June 1991..
 AA0919
 AA0919.This Tidal Bench Mark is designated as VM 9622
 AA0919.by the Center for Operational Oceanographic Products and Services.
 AA0919
 AA0919.The geoid height was determined by GEOID03.
 AA0919
 AA0919.The dynamic height is computed by dividing the NAVD 88
 AA0919.geopotential number by the normal gravity value computed on the
 AA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0919.degrees latitude (g = 980.6199 gals.).
 AA0919
 AA0919.The modeled gravity was interpolated from observed gravity values.
 AA0919
 AA0919;                    North         East    Units  Estimated Accuracy
 AA0919;SPC FL E     -    23,730.      120,670.      MT  (+/- 180 meters Scaled)
 AA0919
 AA0919                          SUPERSEDED SURVEY CONTROL
 AA0919
 AA0919  NGVD 29 (09/01/92)    1.220  (m)            4.00   (f) ADJUSTED    1 2
 AA0919
 AA0919.Superseded values are not recommended for survey control.
 AA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0919.See file dsdata.txt to determine how the superseded data were derived.
 AA0919
 AA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH206148(NAD 83)
 AA0919_MARKER: DJ = TIDAL STATION DISK
 AA0919_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0919_SP_SET: CONCRETE FISHING PIER SIDEWALK
 AA0919_STAMPING: NO.1 1974
 AA0919_MARK LOGO: NOS   
 AA0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0919+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AA0919
 AA0919  HISTORY     - Date     Condition        Report By
 AA0919  HISTORY     - 1974     MONUMENTED       NOS
 AA0919  HISTORY     - 1982     GOOD             FLDNR
 AA0919  HISTORY     - 19881231 GOOD             FLDNR
 AA0919  HISTORY     - 20030410 GOOD             USPSQD
 AA0919
 AA0919                          STATION DESCRIPTION
 AA0919
 AA0919'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0919'IN KEY WEST.
 AA0919'IN KEY WEST,
 AA0919'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME
 AA0919'SOUTH END OF WHITE STREET.  THE MARK IS SET FLUSH IN THE PIER
 AA0919'AT THE L-JUNCTION OF THE PIER, 1 FOOT NORTH OF THE EAST/WEST
 AA0919'SIDEWALK, AND 1 FOOT WEST OF THE NORTH/SOUTH SIDEWALK.
 AA0919'THE MARK IS 1 FT ABOVE ROAD.
 AA0919
 AA0919                          STATION RECOVERY (1988)
 AA0919
 AA0919'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0919'RECOVERED IN GOOD CONDITION.
 AA0919
 AA0919                          STATION RECOVERY (2003)
 AA0919
 AA0919'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0918 ***********************************************************************
 AA0918  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0918  DESIGNATION -  872 4557 TIDAL 2
 AA0918  PID         -  AA0918
 AA0918  STATE/COUNTY-  FL/MONROE
 AA0918  USGS QUAD   -  KEY WEST (1971)
 AA0918
 AA0918                         *CURRENT SURVEY CONTROL
 AA0918  ___________________________________________________________________
 AA0918* NAD 83(1986)-  24 32 44.     (N)    081 46 59.     (W)     SCALED    
 AA0918* NAVD 88     -         0.805  (meters)       2.64   (feet)  ADJUSTED  
 AA0918  ___________________________________________________________________
 AA0918  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0918  DYNAMIC HT  -           0.804 (meters)       2.64  (feet)  COMP
 AA0918  MODELED GRAV-     978,953.9   (mgal)                       NAVD 88
 AA0918
 AA0918  VERT ORDER  -  FIRST     CLASS II
 AA0918
 AA0918.The horizontal coordinates were scaled from a topographic map and have
 AA0918.an estimated accuracy of +/- 6 seconds.
 AA0918
 AA0918.The orthometric height was determined by differential leveling
 AA0918.and adjusted by the National Geodetic Survey in June 1991..
 AA0918
 AA0918.This Tidal Bench Mark is designated as VM 9623
 AA0918.by the Center for Operational Oceanographic Products and Services.
 AA0918
 AA0918.The geoid height was determined by GEOID03.
 AA0918
 AA0918.The dynamic height is computed by dividing the NAVD 88
 AA0918.geopotential number by the normal gravity value computed on the
 AA0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0918.degrees latitude (g = 980.6199 gals.).
 AA0918
 AA0918.The modeled gravity was interpolated from observed gravity values.
 AA0918
 AA0918;                    North         East    Units  Estimated Accuracy
 AA0918;SPC FL E     -    23,730.      120,670.      MT  (+/- 180 meters Scaled)
 AA0918
 AA0918                          SUPERSEDED SURVEY CONTROL
 AA0918
 AA0918  NGVD 29 (09/01/92)    1.216  (m)            3.99   (f) ADJUSTED    1 2
 AA0918
 AA0918.Superseded values are not recommended for survey control.
 AA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0918.See file dsdata.txt to determine how the superseded data were derived.
 AA0918
 AA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH206148(NAD 83)
 AA0918_MARKER: DJ = TIDAL STATION DISK
 AA0918_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0918_SP_SET: CONCRETE FISHING PIER SIDEWALK
 AA0918_STAMPING: NO.2 1974
 AA0918_MARK LOGO: NOS   
 AA0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0918+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AA0918
 AA0918  HISTORY     - Date     Condition        Report By
 AA0918  HISTORY     - 1974     MONUMENTED       NOS
 AA0918  HISTORY     - 1982     GOOD             FLDNR
 AA0918  HISTORY     - 19881231 GOOD             FLDNR
 AA0918  HISTORY     - 20030410 GOOD             USPSQD
 AA0918
 AA0918                          STATION DESCRIPTION
 AA0918
 AA0918'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0918'IN KEY WEST.
 AA0918'IN KEY WEST,
 AA0918'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME SOUTH
 AA0918'END OF WHITE STREET.  THE MARK IS SET IN THE PIER, 1 FOOT EAST OF
 AA0918'THE NORTH/SOUTH SIDEWALK ON THE EAST SIDE OF THE PIER, AND 7
 AA0918'FEET EAST OF THE SECOND LIGHT POLE ON THE EAST SIDE OF THE PIER.
 AA0918'THE MARK IS 1 FT ABOVE ROAD.
 AA0918
 AA0918                          STATION RECOVERY (1988)
 AA0918
 AA0918'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0918'RECOVERED IN GOOD CONDITION.
 AA0918
 AA0918                          STATION RECOVERY (2003)
 AA0918
 AA0918'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0915 ***********************************************************************
 AA0915  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0915  DESIGNATION -  872 4557 TIDAL 3
 AA0915  PID         -  AA0915
 AA0915  STATE/COUNTY-  FL/MONROE
 AA0915  USGS QUAD   -  KEY WEST (1971)
 AA0915
 AA0915                         *CURRENT SURVEY CONTROL
 AA0915  ___________________________________________________________________
 AA0915* NAD 83(1986)-  24 32 44.     (N)    081 46 59.     (W)     SCALED    
 AA0915* NAVD 88     -         0.812  (meters)       2.66   (feet)  ADJUSTED  
 AA0915  ___________________________________________________________________
 AA0915  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0915  DYNAMIC HT  -           0.810 (meters)       2.66  (feet)  COMP
 AA0915  MODELED GRAV-     978,953.9   (mgal)                       NAVD 88
 AA0915
 AA0915  VERT ORDER  -  FIRST     CLASS II
 AA0915
 AA0915.The horizontal coordinates were scaled from a topographic map and have
 AA0915.an estimated accuracy of +/- 6 seconds.
 AA0915
 AA0915.The orthometric height was determined by differential leveling
 AA0915.and adjusted by the National Geodetic Survey in June 1991..
 AA0915
 AA0915.This Tidal Bench Mark is designated as VM 9624
 AA0915.by the Center for Operational Oceanographic Products and Services.
 AA0915
 AA0915.The geoid height was determined by GEOID03.
 AA0915
 AA0915.The dynamic height is computed by dividing the NAVD 88
 AA0915.geopotential number by the normal gravity value computed on the
 AA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0915.degrees latitude (g = 980.6199 gals.).
 AA0915
 AA0915.The modeled gravity was interpolated from observed gravity values.
 AA0915
 AA0915;                    North         East    Units  Estimated Accuracy
 AA0915;SPC FL E     -    23,730.      120,670.      MT  (+/- 180 meters Scaled)
 AA0915
 AA0915                          SUPERSEDED SURVEY CONTROL
 AA0915
 AA0915  NGVD 29 (09/01/92)    1.221  (m)            4.01   (f) ADJUSTED    1 2
 AA0915
 AA0915.Superseded values are not recommended for survey control.
 AA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0915.See file dsdata.txt to determine how the superseded data were derived.
 AA0915
 AA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH206148(NAD 83)
 AA0915_MARKER: DJ = TIDAL STATION DISK
 AA0915_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0915_SP_SET: CONCRETE FISHING PIER SIDEWALK
 AA0915_STAMPING: NO.3 1974
 AA0915_MARK LOGO: NOS   
 AA0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0915
 AA0915  HISTORY     - Date     Condition        Report By
 AA0915  HISTORY     - 1974     MONUMENTED       NOS
 AA0915  HISTORY     - 1982     GOOD             FLDNR
 AA0915  HISTORY     - 19881231 GOOD             FLDNR
 AA0915
 AA0915                          STATION DESCRIPTION
 AA0915
 AA0915'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0915'IN KEY WEST.
 AA0915'IN KEY WEST,
 AA0915'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME SOUTH END
 AA0915'OF WHITE STREET.  THE MARK IS SET FLUSH WITH THE PIER ON THE EAST
 AA0915'SIDE AND IS 0.6 FOOT SOUTH OF THE NORTH END OF THE PIER.
 AA0915'THE MARK IS 1 FT ABOVE ROAD.
 AA0915
 AA0915                          STATION RECOVERY (1988)
 AA0915
 AA0915'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0916 ***********************************************************************
 AA0916  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0916  DESIGNATION -  872 4557 TIDAL 4
 AA0916  PID         -  AA0916
 AA0916  STATE/COUNTY-  FL/MONROE
 AA0916  USGS QUAD   -  KEY WEST (1971)
 AA0916
 AA0916                         *CURRENT SURVEY CONTROL
 AA0916  ___________________________________________________________________
 AA0916* NAD 83(1986)-  24 32 44.     (N)    081 46 59.     (W)     SCALED    
 AA0916* NAVD 88     -         0.829  (meters)       2.72   (feet)  ADJUSTED  
 AA0916  ___________________________________________________________________
 AA0916  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0916  DYNAMIC HT  -           0.828 (meters)       2.72  (feet)  COMP
 AA0916  MODELED GRAV-     978,953.9   (mgal)                       NAVD 88
 AA0916
 AA0916  VERT ORDER  -  FIRST     CLASS II
 AA0916
 AA0916.The horizontal coordinates were scaled from a topographic map and have
 AA0916.an estimated accuracy of +/- 6 seconds.
 AA0916
 AA0916.The orthometric height was determined by differential leveling
 AA0916.and adjusted by the National Geodetic Survey in June 1991..
 AA0916
 AA0916.This Tidal Bench Mark is designated as VM 9625
 AA0916.by the Center for Operational Oceanographic Products and Services.
 AA0916
 AA0916.The geoid height was determined by GEOID03.
 AA0916
 AA0916.The dynamic height is computed by dividing the NAVD 88
 AA0916.geopotential number by the normal gravity value computed on the
 AA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0916.degrees latitude (g = 980.6199 gals.).
 AA0916
 AA0916.The modeled gravity was interpolated from observed gravity values.
 AA0916
 AA0916;                    North         East    Units  Estimated Accuracy
 AA0916;SPC FL E     -    23,730.      120,670.      MT  (+/- 180 meters Scaled)
 AA0916
 AA0916                          SUPERSEDED SURVEY CONTROL
 AA0916
 AA0916  NGVD 29 (09/01/92)    1.240  (m)            4.07   (f) ADJUSTED    1 2
 AA0916
 AA0916.Superseded values are not recommended for survey control.
 AA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0916.See file dsdata.txt to determine how the superseded data were derived.
 AA0916
 AA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH206148(NAD 83)
 AA0916_MARKER: DJ = TIDAL STATION DISK
 AA0916_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0916_SP_SET: CONCRETE FISHING PIER SIDEWALK
 AA0916_STAMPING: NO.4 1974
 AA0916_MARK LOGO: NOS   
 AA0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0916+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AA0916
 AA0916  HISTORY     - Date     Condition        Report By
 AA0916  HISTORY     - 1974     MONUMENTED       NOS
 AA0916  HISTORY     - 1982     GOOD             FLDNR
 AA0916  HISTORY     - 19881231 GOOD             FLDNR
 AA0916  HISTORY     - 20030410 GOOD             USPSQD
 AA0916
 AA0916                          STATION DESCRIPTION
 AA0916
 AA0916'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0916'IN KEY WEST.
 AA0916'IN KEY WEST,
 AA0916'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME SOUTH
 AA0916'END OF WHITE STREET.  THE MARK IS SET IN THE NORTH END OF THE
 AA0916'SIDEWALK ON THE WEST SIDE OF THE PIER AND 0.7 FOOT NORTH OF THE
 AA0916'EDGE OF THE PIER WINGWALL.
 AA0916'THE MARK IS 1 FT ABOVE ROAD.
 AA0916
 AA0916                          STATION RECOVERY (1988)
 AA0916
 AA0916'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0916'RECOVERED IN GOOD CONDITION.
 AA0916
 AA0916                          STATION RECOVERY (2003)
 AA0916
 AA0916'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0917 ***********************************************************************
 AA0917  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0917  DESIGNATION -  872 4557 TIDAL 5
 AA0917  PID         -  AA0917
 AA0917  STATE/COUNTY-  FL/MONROE
 AA0917  USGS QUAD   -  KEY WEST (1971)
 AA0917
 AA0917                         *CURRENT SURVEY CONTROL
 AA0917  ___________________________________________________________________
 AA0917* NAD 83(1986)-  24 32 44.     (N)    081 46 59.     (W)     SCALED    
 AA0917* NAVD 88     -         0.813  (meters)       2.67   (feet)  ADJUSTED  
 AA0917  ___________________________________________________________________
 AA0917  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA0917  DYNAMIC HT  -           0.812 (meters)       2.66  (feet)  COMP
 AA0917  MODELED GRAV-     978,953.9   (mgal)                       NAVD 88
 AA0917
 AA0917  VERT ORDER  -  FIRST     CLASS II
 AA0917
 AA0917.The horizontal coordinates were scaled from a topographic map and have
 AA0917.an estimated accuracy of +/- 6 seconds.
 AA0917
 AA0917.The orthometric height was determined by differential leveling
 AA0917.and adjusted by the National Geodetic Survey in June 1991..
 AA0917
 AA0917.This Tidal Bench Mark is designated as VM 9626
 AA0917.by the Center for Operational Oceanographic Products and Services.
 AA0917
 AA0917.The geoid height was determined by GEOID03.
 AA0917
 AA0917.The dynamic height is computed by dividing the NAVD 88
 AA0917.geopotential number by the normal gravity value computed on the
 AA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0917.degrees latitude (g = 980.6199 gals.).
 AA0917
 AA0917.The modeled gravity was interpolated from observed gravity values.
 AA0917
 AA0917;                    North         East    Units  Estimated Accuracy
 AA0917;SPC FL E     -    23,730.      120,670.      MT  (+/- 180 meters Scaled)
 AA0917
 AA0917                          SUPERSEDED SURVEY CONTROL
 AA0917
 AA0917  NGVD 29 (09/01/92)    1.223  (m)            4.01   (f) ADJUSTED    1 2
 AA0917
 AA0917.Superseded values are not recommended for survey control.
 AA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0917.See file dsdata.txt to determine how the superseded data were derived.
 AA0917
 AA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH206148(NAD 83)
 AA0917_MARKER: DJ = TIDAL STATION DISK
 AA0917_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0917_SP_SET: CONCRETE FISHING PIER SIDEWALK
 AA0917_STAMPING: NO.5 1974
 AA0917_MARK LOGO: NOS   
 AA0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0917
 AA0917  HISTORY     - Date     Condition        Report By
 AA0917  HISTORY     - 1974     MONUMENTED       NOS
 AA0917  HISTORY     - 1982     GOOD             FLDNR
 AA0917  HISTORY     - 19881231 GOOD             FLDNR
 AA0917  HISTORY     - 20030410 MARK NOT FOUND   USPSQD
 AA0917
 AA0917                          STATION DESCRIPTION
 AA0917
 AA0917'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0917'IN KEY WEST.
 AA0917'IN KEY WEST,
 AA0917'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME
 AA0917'SOUTH END OF WHITE STREET.  THE MARK IS SET ON THE WEST SIDE
 AA0917'OF THE PIER, 1 FOOT WEST OF THE NORTH/SOUTH SIDEWALK, AND 8
 AA0917'FEET WEST OF THE FIRST LIGHT POLE ON THE WEST SIDE OF THE PIER.
 AA0917'THE MARK IS 1 FT ABOVE ROAD.
 AA0917
 AA0917                          STATION RECOVERY (1988)
 AA0917
 AA0917'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0917'RECOVERED IN GOOD CONDITION.
 AA0917
 AA0917                          STATION RECOVERY (2003)
 AA0917
 AA0917'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1014 ***********************************************************************
 AA1014  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1014  DESIGNATION -  872 4580 A TIDAL
 AA1014  PID         -  AA1014
 AA1014  STATE/COUNTY-  FL/MONROE
 AA1014  USGS QUAD   -  KEY WEST (1971)
 AA1014
 AA1014                         *CURRENT SURVEY CONTROL
 AA1014  ___________________________________________________________________
 AA1014* NAD 83(1986)-  24 33 14.     (N)    081 48 29.     (W)     SCALED    
 AA1014* NAVD 88     -         1.664  (meters)       5.46   (feet)  ADJUSTED  
 AA1014  ___________________________________________________________________
 AA1014  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA1014  DYNAMIC HT  -           1.661 (meters)       5.45  (feet)  COMP
 AA1014  MODELED GRAV-     978,955.1   (mgal)                       NAVD 88
 AA1014
 AA1014  VERT ORDER  -  FIRST     CLASS II
 AA1014
 AA1014.The horizontal coordinates were scaled from a topographic map and have
 AA1014.an estimated accuracy of +/- 6 seconds.
 AA1014
 AA1014.The orthometric height was determined by differential leveling
 AA1014.and adjusted by the National Geodetic Survey in June 1991..
 AA1014
 AA1014.This Tidal Bench Mark is designated as VM 717
 AA1014.by the Center for Operational Oceanographic Products and Services.
 AA1014
 AA1014.The geoid height was determined by GEOID03.
 AA1014
 AA1014.The dynamic height is computed by dividing the NAVD 88
 AA1014.geopotential number by the normal gravity value computed on the
 AA1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1014.degrees latitude (g = 980.6199 gals.).
 AA1014
 AA1014.The modeled gravity was interpolated from observed gravity values.
 AA1014
 AA1014;                    North         East    Units  Estimated Accuracy
 AA1014;SPC FL E     -    24,670.      118,140.      MT  (+/- 180 meters Scaled)
 AA1014
 AA1014                          SUPERSEDED SURVEY CONTROL
 AA1014
 AA1014  NGVD 29 (09/01/92)    2.073  (m)            6.80   (f) ADJUSTED    1 2
 AA1014
 AA1014.Superseded values are not recommended for survey control.
 AA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1014.See file dsdata.txt to determine how the superseded data were derived.
 AA1014
 AA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH181157(NAD 83)
 AA1014_MARKER: DJ = TIDAL STATION DISK
 AA1014_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AA1014_SP_SET: COPPER CLAD OR GALV. STEEL ROD
 AA1014_STAMPING: 4580 A 1978
 AA1014_MARK LOGO: NOS   
 AA1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1014+STABILITY: SURFACE MOTION
 AA1014
 AA1014  HISTORY     - Date     Condition        Report By
 AA1014  HISTORY     - 1978     MONUMENTED       NOS
 AA1014  HISTORY     - 1982     GOOD             FLDNR
 AA1014  HISTORY     - 19881231 GOOD             FLDNR
 AA1014  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA1014
 AA1014                          STATION DESCRIPTION
 AA1014
 AA1014'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1014'IN KEY WEST.
 AA1014'IN KEY WEST,
 AA1014'AT THE OLD U.S. NAVY BASE, NOW RUN BY THE KEY
 AA1014'DEVELOPMENT AGENCY.  THE MARK IS NEAR BUILDING 66, 136.7 FEET
 AA1014'NORTH OF THE NORTHWEST CORNER OF THE BUILDING, EAST OF THE
 AA1014'CENTERLINE OF FRONT STREET, AND IS AT THE SOUTHWEST CORNER OF
 AA1014'THE SIDEWALK AND PARKING LOT.
 AA1014
 AA1014                          STATION RECOVERY (1988)
 AA1014
 AA1014'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1014'MARK IS IN KEY WEST AT THE OLD U.S. NAVY BASE NOW RUN BY THE TRUMAN
 AA1014'ANNEX COMPANY.  LOCATED 46.9 M (153.9 FT) SOUTH OF THE CENTERLINE OF
 AA1014'CAROLINE STREET, 7.46 M (24.48 FT) EAST OF THE CENTERLINE OF FRONT
 AA1014'STREET, 0.73 M (2.40 FT) WEST-NORTHWEST OF AN ABANDONED POWER POLE
 AA1014'AND 0.15 M (0.49 FT) SOUTHEAST OF THE THE SOUTHWEST CORNER OF A
 AA1014'SIDEWALK AND PARKING LOT.  A ROD DRIVEN TO AN UNKNOWN DEPTH FLUSH
 AA1014'WITH THE SURROUNDING SURFACE.
 AA1014
 AA1014                          STATION RECOVERY (2003)
 AA1014
 AA1014'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1652 ***********************************************************************
 AA1652  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1652  DESIGNATION -  872 4580 AA TIDAL
 AA1652  PID         -  AA1652
 AA1652  STATE/COUNTY-  FL/MONROE
 AA1652  USGS QUAD   -  KEY WEST (1971)
 AA1652
 AA1652                         *CURRENT SURVEY CONTROL
 AA1652  ___________________________________________________________________
 AA1652* NAD 83(1986)-  24 33 29.     (N)    081 48 23.     (W)     SCALED    
 AA1652* NAVD 88     -         1.461  (meters)       4.79   (feet)  ADJUSTED  
 AA1652  ___________________________________________________________________
 AA1652  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1652  DYNAMIC HT  -           1.459 (meters)       4.79  (feet)  COMP
 AA1652  MODELED GRAV-     978,954.9   (mgal)                       NAVD 88
 AA1652
 AA1652  VERT ORDER  -  FIRST     CLASS II
 AA1652
 AA1652.The horizontal coordinates were scaled from a topographic map and have
 AA1652.an estimated accuracy of +/- 6 seconds.
 AA1652
 AA1652.The orthometric height was determined by differential leveling
 AA1652.and adjusted by the National Geodetic Survey in May 1994..
 AA1652
 AA1652.This Tidal Bench Mark is designated as VM 718
 AA1652.by the Center for Operational Oceanographic Products and Services.
 AA1652
 AA1652.The geoid height was determined by GEOID03.
 AA1652
 AA1652.The dynamic height is computed by dividing the NAVD 88
 AA1652.geopotential number by the normal gravity value computed on the
 AA1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1652.degrees latitude (g = 980.6199 gals.).
 AA1652
 AA1652.The modeled gravity was interpolated from observed gravity values.
 AA1652
 AA1652;                    North         East    Units  Estimated Accuracy
 AA1652;SPC FL E     -    25,130.      118,310.      MT  (+/- 180 meters Scaled)
 AA1652
 AA1652                          SUPERSEDED SURVEY CONTROL
 AA1652
 AA1652  NGVD 29 (09/01/92)    1.870  (m)            6.14   (f) ADJUSTED    1 2
 AA1652
 AA1652.Superseded values are not recommended for survey control.
 AA1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1652.See file dsdata.txt to determine how the superseded data were derived.
 AA1652
 AA1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183162(NAD 83)
 AA1652_MARKER: DJ = TIDAL STATION DISK
 AA1652_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1652_SP_SET: SIDEWALK
 AA1652_STAMPING: 4580 AA 1978
 AA1652_MARK LOGO: NOS   
 AA1652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1652
 AA1652  HISTORY     - Date     Condition        Report By
 AA1652  HISTORY     - 1978     MONUMENTED       NOS
 AA1652  HISTORY     - 19881231 GOOD             FLDNR
 AA1652  HISTORY     - 20021226 MARK NOT FOUND   USPSQD
 AA1652  HISTORY     - 20030411 MARK NOT FOUND   USPSQD
 AA1652
 AA1652                          STATION DESCRIPTION
 AA1652
 AA1652'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1652'THE MARK IS IN KEY WEST, AT THE INTERSECTION OF FRONT STREET AND
 AA1652'GREENE STREET, SET FLUSH IN THE SIDEWALK ON THE EAST SIDE OF FRONT
 AA1652'STREET INSIDE THE NORTH GATE ACROSS FRONT STREET.  LOCATED 4.2 M
 AA1652'(13.8 FT) EAST OF THE CURB OF FRONT STREET, 12.6 M (41.3 FT) SOUTH OF
 AA1652'THE SOUTH CURB OF GREENE STREET AND 5.9 M (19.4 FT) WEST OF THE
 AA1652'NORTHWEST CORNER OF MEL FISHERS TREASURE EXHIBIT BUILDING (BUILDING
 AA1652'NUMBER 48).
 AA1652
 AA1652                          STATION RECOVERY (2002)
 AA1652
 AA1652'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA1652'FOUND A SPIKE WITH A SURVEY WASHER INSTALLED AT THE EDGE OF THE
 AA1652'SIDEWALK WHERE IT MEETS A FAIRLY NEW RETAINING WALL.  THE MARK ITSELF
 AA1652'WAS NOT OBSERVED.
 AA1652
 AA1652                          STATION RECOVERY (2003)
 AA1652
 AA1652'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA1652'MARK LOCATION HAS BEEN COVERED BY A RECENTLY INSTALLED HANDICAP RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1754 ***********************************************************************
 AA1754  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1754  DESIGNATION -  872 4580 B TIDAL
 AA1754  PID         -  AA1754
 AA1754  STATE/COUNTY-  FL/MONROE
 AA1754  USGS QUAD   -  KEY WEST (1971)
 AA1754
 AA1754                         *CURRENT SURVEY CONTROL
 AA1754  ___________________________________________________________________
 AA1754* NAD 83(1986)-  24 33 27.     (N)    081 48 28.     (W)     SCALED    
 AA1754* NAVD 88     -         1.755  (meters)       5.76   (feet)  ADJUSTED  
 AA1754  ___________________________________________________________________
 AA1754  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA1754  DYNAMIC HT  -           1.752 (meters)       5.75  (feet)  COMP
 AA1754  MODELED GRAV-     978,955.2   (mgal)                       NAVD 88
 AA1754
 AA1754  VERT ORDER  -  FIRST     CLASS II
 AA1754
 AA1754.The horizontal coordinates were scaled from a topographic map and have
 AA1754.an estimated accuracy of +/- 6 seconds.
 AA1754
 AA1754.The orthometric height was determined by differential leveling
 AA1754.and adjusted by the National Geodetic Survey in May 1994..
 AA1754
 AA1754.This Tidal Bench Mark is designated as VM 13692
 AA1754.by the Center for Operational Oceanographic Products and Services.
 AA1754
 AA1754.The geoid height was determined by GEOID03.
 AA1754
 AA1754.The dynamic height is computed by dividing the NAVD 88
 AA1754.geopotential number by the normal gravity value computed on the
 AA1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1754.degrees latitude (g = 980.6199 gals.).
 AA1754
 AA1754.The modeled gravity was interpolated from observed gravity values.
 AA1754
 AA1754;                    North         East    Units  Estimated Accuracy
 AA1754;SPC FL E     -    25,070.      118,170.      MT  (+/- 180 meters Scaled)
 AA1754
 AA1754                          SUPERSEDED SURVEY CONTROL
 AA1754
 AA1754  NGVD 29 (09/01/92)    2.164  (m)            7.10   (f) ADJUSTED    1 2
 AA1754
 AA1754.Superseded values are not recommended for survey control.
 AA1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1754.See file dsdata.txt to determine how the superseded data were derived.
 AA1754
 AA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH181161(NAD 83)
 AA1754_MARKER: DJ = TIDAL STATION DISK
 AA1754_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1754+WITH SETTING: PAVEMENT
 AA1754_SP_SET: CONCRETE PAD
 AA1754_STAMPING: 4580 B 1984
 AA1754_MARK LOGO: NOS   
 AA1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1754+STABILITY: SURFACE MOTION
 AA1754
 AA1754  HISTORY     - Date     Condition        Report By
 AA1754  HISTORY     - 1984     MONUMENTED       NOS
 AA1754  HISTORY     - 19880513 GOOD             FLDNR
 AA1754
 AA1754                          STATION DESCRIPTION
 AA1754
 AA1754'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1754'TO REACH THE MARK FROM THE MAIN POST OFFICE IN KEY WEST, GO NORTHWEST
 AA1754'ON WHITEHEAD STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF
 AA1754'CAROLINE STREET, TURN AND GO SOUTHWEST ON CAROLINE STREET FOR 0.16 KM
 AA1754'(0.10 MI) (THROUGH THE PRESIDENCY GATE AND ON THE THE PROPERTY OF THE
 AA1754'TRUMAN ANNEX COMPANY) TO THE INTERSECTION OF FRONT STREET, TURN AND
 AA1754'GO NORTH ON FRONT STREET FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A
 AA1754'STREET, TURN AND GO WEST ON THE STREET TO ITS END AT THE WATER AND
 AA1754'THE BEGINNING OF A LARGE CONCRETE DOCK AND THE MARK.  LOCATED 21.27 M
 AA1754'(69.78 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DOCK, 59.28 M
 AA1754'(194.49 FT) NORTH OF THE NORTHWEST CORNER OF A LARGE THREE STORY
 AA1754'BUILDING (TRUMAN ANNEX COMPANY OFFICE BUILDING), 14.63 M (48.00 FT)
 AA1754'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF A 3.96 M (12.99 FT) BY 3.96
 AA1754'M (12.99 FT) METAL BUILDING.  NOTE--THE MARK IS SET IN A 0.9 M (3.0
 AA1754'FT) BY 1.83 M (6.00 FT) IRREGULAR SHAPE CONCRETE PAD, AND THE B IN
 AA1754'THE STAMPING IS STAMPED BACKWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ2450 ***********************************************************************
 AJ2450  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2450  DESIGNATION -  872 4580 E TIDAL
 AJ2450  PID         -  AJ2450
 AJ2450  STATE/COUNTY-  FL/MONROE
 AJ2450  USGS QUAD   -  KEY WEST (1971)
 AJ2450
 AJ2450                         *CURRENT SURVEY CONTROL
 AJ2450  ___________________________________________________________________
 AJ2450* NAD 83(1999)-  24 33 15.15777(N)    081 48 26.35860(W)     ADJUSTED  
 AJ2450* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AJ2450  ___________________________________________________________________
 AJ2450  X           -     827,182.537 (meters)                     COMP
 AJ2450  Y           -  -5,745,449.920 (meters)                     COMP
 AJ2450  Z           -   2,634,231.791 (meters)                     COMP
 AJ2450  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AJ2450  ELLIP HEIGHT-         -20.54  (meters)          (04/12/01) GPS OBS
 AJ2450  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AJ2450
 AJ2450  HORZ ORDER  -  A
 AJ2450  ELLP ORDER  -  FOURTH    CLASS I
 AJ2450
 AJ2450.The horizontal coordinates were established by GPS observations
 AJ2450.and adjusted by the National Geodetic Survey in April 2001..
 AJ2450
 AJ2450.The orthometric height was determined by GPS observations and a
 AJ2450.high-resolution geoid model.
 AJ2450
 AJ2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2450
 AJ2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2450
 AJ2450.The ellipsoidal height was determined by GPS observations
 AJ2450.and is referenced to NAD 83.
 AJ2450
 AJ2450.The geoid height was determined by GEOID03.
 AJ2450
 AJ2450;                    North         East     Units Scale Factor Converg.
 AJ2450;SPC FL E     -    24,703.405   118,212.220   MT  1.00002376   -0 20 07.8
 AJ2450;SPC FL E     -    81,047.75    387,834.59   sFT  1.00002376   -0 20 07.8
 AJ2450;UTM  17      - 2,715,826.958   418,240.126   MT  0.99968256   -0 20 07.8
 AJ2450
 AJ2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2450!SPC FL E     -   1.00000323  x   1.00002376  =   1.00002699
 AJ2450!UTM  17      -   1.00000323  x   0.99968256  =   0.99968579
 AJ2450
 AJ2450                          SUPERSEDED SURVEY CONTROL
 AJ2450
 AJ2450.No superseded survey control is available for this station.
 AJ2450
 AJ2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1824015827(NAD 83)
 AJ2450_MARKER: F = FLANGE-ENCASED ROD
 AJ2450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ2450_STAMPING: 4580 E 1998
 AJ2450_MARK LOGO: NOS   
 AJ2450_PROJECTION: FLUSH
 AJ2450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2450+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 AJ2450_ROD/PIPE-DEPTH:  7.3 meters
 AJ2450
 AJ2450  HISTORY     - Date     Condition        Report By
 AJ2450  HISTORY     - 1998     MONUMENTED       NOS
 AJ2450  HISTORY     - 20010320 GOOD             FLDEP
 AJ2450
 AJ2450                          STATION DESCRIPTION
 AJ2450
 AJ2450'DESCRIBED BY FL DEPT OF ENV PRO 2001 (RWH)
 AJ2450'THE MARK IS LOCATED IN A GRASSY AREA ON THE EAST SIDE OF A LARGE
 AJ2450'BOAT BASIN AT THE TRUMAN ANNEX IN ESTIMATED SECTION 34, TOWNSHIP
 AJ2450'67 SOUTH, RANGE 25 EAST.  OWNERSHIP- U.S.  NAVAL AIR STATION, KEY
 AJ2450'WEST, FL. SECURITY PHONE NUMBER 305-293-2114.
 AJ2450'TO REACH THE MARK FROM THE MONROE COUNTY COURT HOUSE ON THE
 AJ2450'RIGHT AT 500 WHITEHEAD STREET, CONTINUE EAST-SOUTHEAST ON
 AJ2450'WHITEHEAD STREET FOR 0.05 MI (0.08 KM) (HALF A BLOCK) TO THE
 AJ2450'INTERSECTION OF SOUTHARD STREET, TURN RIGHT ON SOUTHARD STREET
 AJ2450'AND GO WEST-SOUTHWEST FOR 0.1 MI (0.2 KM) TO A GUARDHOUSE FOR
 AJ2450'TRUMAN ANNEX (A PRIVATE GATED COMMUNITY) , CONTINUE
 AJ2450'WEST-SOUTHWEST ON SOUTHARD STREET FOR 0.15 MI (0.24 KM) TO A
 AJ2450'GUARDHOUSE FOR THE TRUMAN ANNEX, U.S.  NAVAL AIR STATION,
 AJ2450'CONTINUE SOUTHWESTERLY ON THE ANNEX ROAD FOR 0.1 MI (0.2 KM) TO A
 AJ2450'LOCKED GATE NUMBER 55 ON THE RIGHT, TURN RIGHT PASSING THROUGH
 AJ2450'THE GATE AND GO NORTHWEST ALONG THE NORTH SIDE OF A LARGE BOAT
 AJ2450'RAMP (50.0 FEET WIDE) WHICH IS LOCATED IN THE SOUTHEAST CORNER OF A
 AJ2450'LARGE BOAT BASIN FOR ABOUT 0.1 MI (0.2 KM) TO THE JUNCTION OF THE
 AJ2450'BOAT RAMP AND A MOORING DOCK ALONG THE EAST SIDE OF THE BOAT
 AJ2450'BASIN, TURN RIGHT AND GO NORTH-NORTHEAST ALONG THE EAST SIDE OF
 AJ2450'THE BOAT BASIN FOR 902.0 FT (274.9 M) TO THE MARK ON THE RIGHT, A
 AJ2450'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.9 FT (7.3 M)
 AJ2450'WITH A NOS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS
 AJ2450'RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE NOS LOGO CAP.
 AJ2450'LOCATED ABOUT 575.0 FT (175.3 M) SOUTH OF THE NOAA 872-4580 TIDE
 AJ2450'HOUSE, 144.9 FT (44.2 M) EAST-SOUTHEAST OF THE EAST SIDE OF THE
 AJ2450'MOORING DOCK, 123.0 FT (37.5 M) NORTH-NORTHEAST OF THE NORTHEAST
 AJ2450'CORNER OF A ONE STORY 38.0 FT (11.6 M) X 42.0 FT (12.8 M) WHITE
 AJ2450'CONCRETE WAREHOUSE, 121.0 FT (36.9 M) SOUTHEAST OF THE SOUTHEAST
 AJ2450'CORNER OF A 16.0 FT (4.9 M) X 22.0 FT (6.7 M) CONCRETE ELECTRICAL
 AJ2450'BUILDING, 84.6 FT (25.8 M) WEST-NORTHWEST OF THE EAST CHAINLINK
 AJ2450'PROPERTY FENCE, 84.3 FT (25.7 M) EAST-NORTHEAST OF THE THIRD LIGHT
 AJ2450'POLE SOUTH OF THE NORTH END OF THE PROPERTY, 74.0 FT (22.6 M)
 AJ2450'EAST-SOUTHEAST OF THE EAST SIDE OF THE CONCRETE PAD FOR THE
 AJ2450'MOORING DOCK AND 1.0 FT (0.3 M) WEST-NORTHWEST OF CARSONITE
 AJ2450'WITNESS.
 AJ2450'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO
 AJ2450'CAP.
 AJ2450'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0676 ***********************************************************************
 AA0676  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0676  DESIGNATION -  872 4580 TIDAL 1
 AA0676  PID         -  AA0676
 AA0676  STATE/COUNTY-  FL/MONROE
 AA0676  USGS QUAD   -  KEY WEST (1971)
 AA0676
 AA0676                         *CURRENT SURVEY CONTROL
 AA0676  ___________________________________________________________________
 AA0676* NAD 83(1986)-  24 33 12.     (N)    081 48 27.     (W)     SCALED    
 AA0676* NAVD 88     -         1.722  (meters)       5.65   (feet)  ADJUSTED  
 AA0676  ___________________________________________________________________
 AA0676  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0676  DYNAMIC HT  -           1.719 (meters)       5.64  (feet)  COMP
 AA0676  MODELED GRAV-     978,954.9   (mgal)                       NAVD 88
 AA0676
 AA0676  VERT ORDER  -  FIRST     CLASS II
 AA0676
 AA0676.The horizontal coordinates were scaled from a topographic map and have
 AA0676.an estimated accuracy of +/- 6 seconds.
 AA0676
 AA0676.The orthometric height was determined by differential leveling
 AA0676.and adjusted by the National Geodetic Survey in May 1994..
 AA0676.WARNING-Repeat measurements at this control monument indicate possible
 AA0676.vertical movement.
 AA0676
 AA0676.This Tidal Bench Mark is designated as VM 708
 AA0676.by the Center for Operational Oceanographic Products and Services.
 AA0676
 AA0676.The geoid height was determined by GEOID03.
 AA0676
 AA0676.The dynamic height is computed by dividing the NAVD 88
 AA0676.geopotential number by the normal gravity value computed on the
 AA0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0676.degrees latitude (g = 980.6199 gals.).
 AA0676
 AA0676.The modeled gravity was interpolated from observed gravity values.
 AA0676
 AA0676;                    North         East    Units  Estimated Accuracy
 AA0676;SPC FL E     -    24,610.      118,190.      MT  (+/- 180 meters Scaled)
 AA0676
 AA0676                          SUPERSEDED SURVEY CONTROL
 AA0676
 AA0676  NAVD 88 (06/15/91)    1.729  (m)            5.67   (f) UNKNOWN     1 2
 AA0676  NGVD 29 (09/01/92)    2.131  (m)            6.99   (f) ADJUSTED    1 2
 AA0676
 AA0676.Superseded values are not recommended for survey control.
 AA0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0676.See file dsdata.txt to determine how the superseded data were derived.
 AA0676
 AA0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH182157(NAD 83)
 AA0676_MARKER: DJ = TIDAL STATION DISK
 AA0676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0676_SP_SET: SEAWALL
 AA0676_STAMPING: NO.1 1974
 AA0676_MARK LOGO: NOS   
 AA0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0676+STABILITY: SURFACE MOTION
 AA0676
 AA0676  HISTORY     - Date     Condition        Report By
 AA0676  HISTORY     - 1974     MONUMENTED       NOS
 AA0676  HISTORY     - 1978     GOOD             NGS
 AA0676  HISTORY     - 1982     GOOD             FLDNR
 AA0676  HISTORY     - 19881213 GOOD             FLDNR
 AA0676  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA0676
 AA0676                          STATION DESCRIPTION
 AA0676
 AA0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AA0676'IN KEY WEST.
 AA0676'LOCATED AT KEY WEST, AT THE NAVAL STATION, AT PIER NO. 2 OF THE
 AA0676'SUBMARINE BASE, SET IN THE TOP OF A CONCRETE SEAWALL, 50 FEET SOUTH
 AA0676'OF THE SOUTH SIDE OF PIER NO.2, 102 FEET NORTH OF THE NORTH SIDE OF
 AA0676'PIER NO 3, 1 FOOT EAST OF WEST FACE OF CONCRETE SEAWALL.
 AA0676'NOTE - RECOVERED AS DESCRIBED IN 1975 TIDE STATION REPORT.
 AA0676
 AA0676                          STATION RECOVERY (1982)
 AA0676
 AA0676'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0676'RECOVERED IN GOOD CONDITION.
 AA0676
 AA0676                          STATION RECOVERY (1988)
 AA0676
 AA0676'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0676'THE MARK IS IN KEY WEST, AT THE OLD NAVAL STATION AND IS SET ATOP A
 AA0676'SEAWALL ON THE EAST SIDE OF A LARGE SHIP BASIN.  LOCATED NEAR THE
 AA0676'WEST EXTENSION OF EATON STREET, 106.0 M (347.8 FT) SOUTH OF THE
 AA0676'NORTHEAST INSIDE CORNER OF THE SEAWALL, 0.61 M (2.00 FT) EAST OF THE
 AA0676'FACE OF THE SEAWALL AND 32.7 M (107.3 FT) SOUTH OF TIDAL BENCHMARK
 AA0676'NO.2 1974.  NOTE--THE PIERS REFERRED TO IN THE ORIGINAL DESCRIPTION
 AA0676'HAVE BEEN REMOVED.
 AA0676
 AA0676                          STATION RECOVERY (2003)
 AA0676
 AA0676'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0671 ***********************************************************************
 AA0671  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0671  DESIGNATION -  872 4580 TIDAL 2
 AA0671  PID         -  AA0671
 AA0671  STATE/COUNTY-  FL/MONROE
 AA0671  USGS QUAD   -  KEY WEST (1971)
 AA0671
 AA0671                         *CURRENT SURVEY CONTROL
 AA0671  ___________________________________________________________________
 AA0671* NAD 83(1986)-  24 33 16.     (N)    081 48 27.     (W)     SCALED    
 AA0671* NAVD 88     -         1.693  (meters)       5.55   (feet)  ADJUSTED  
 AA0671  ___________________________________________________________________
 AA0671  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0671  DYNAMIC HT  -           1.690 (meters)       5.54  (feet)  COMP
 AA0671  MODELED GRAV-     978,954.9   (mgal)                       NAVD 88
 AA0671
 AA0671  VERT ORDER  -  FIRST     CLASS II
 AA0671
 AA0671.The horizontal coordinates were scaled from a topographic map and have
 AA0671.an estimated accuracy of +/- 6 seconds.
 AA0671
 AA0671.The orthometric height was determined by differential leveling
 AA0671.and adjusted by the National Geodetic Survey in June 1991..
 AA0671
 AA0671.This Tidal Bench Mark is designated as VM 709
 AA0671.by the Center for Operational Oceanographic Products and Services.
 AA0671
 AA0671.The geoid height was determined by GEOID03.
 AA0671
 AA0671.The dynamic height is computed by dividing the NAVD 88
 AA0671.geopotential number by the normal gravity value computed on the
 AA0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0671.degrees latitude (g = 980.6199 gals.).
 AA0671
 AA0671.The modeled gravity was interpolated from observed gravity values.
 AA0671
 AA0671;                    North         East    Units  Estimated Accuracy
 AA0671;SPC FL E     -    24,730.      118,190.      MT  (+/- 180 meters Scaled)
 AA0671
 AA0671                          SUPERSEDED SURVEY CONTROL
 AA0671
 AA0671  NGVD 29 (09/01/92)    2.102  (m)            6.90   (f) ADJUSTED    1 2
 AA0671
 AA0671.Superseded values are not recommended for survey control.
 AA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0671.See file dsdata.txt to determine how the superseded data were derived.
 AA0671
 AA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH182158(NAD 83)
 AA0671_MARKER: DJ = TIDAL STATION DISK
 AA0671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0671_SP_SET: SEAWALL
 AA0671_STAMPING: NO. 2 1974
 AA0671_MARK LOGO: NOS   
 AA0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0671+STABILITY: SURFACE MOTION
 AA0671
 AA0671  HISTORY     - Date     Condition        Report By
 AA0671  HISTORY     - 1974     MONUMENTED       NOS
 AA0671  HISTORY     - 1978     GOOD             NGS
 AA0671  HISTORY     - 1982     GOOD             FLDNR
 AA0671  HISTORY     - 19881231 GOOD             FLDNR
 AA0671  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA0671
 AA0671                          STATION DESCRIPTION
 AA0671
 AA0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AA0671'IN KEY WEST.
 AA0671'LOCATED AT KEY WEST, AT THE NAVAL STATION, AT PIER NO 1 OF THE NAVY
 AA0671'SUBMARINE BASE, SET IN TOP OF CONCRETE SEAWALL, 78 FEET NORTH OF
 AA0671'NORTH SIDE OF PIER NO 1, 2 FEET EAST OF THE WEST FACE SEAWALL.
 AA0671'NOTE - RECOVERED AS DESCRIBED IN 1975 TIDE STATION REPORT.
 AA0671
 AA0671                          STATION RECOVERY (1982)
 AA0671
 AA0671'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0671'RECOVERED IN GOOD CONDITION.
 AA0671
 AA0671                          STATION RECOVERY (1988)
 AA0671
 AA0671'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0671'THE MARK IS IN KEY WEST AT THE OLD NAVAL STATION AND IS SET ATOP A
 AA0671'SEAWALL ON THE EAST SIDE OF A LARGE SHIP BASIN.  LOCATED NEAR THE
 AA0671'WEST EXTENSION OF EATON STREET, 8.62 M (28.28 FT) EAST-SOUTHEAST OF
 AA0671'THE SOUTHWEST OUTSIDE CORNER OF THE SEAWALL, 3.26 M (10.70 FT) SOUTH
 AA0671'OF THE NORTHEAST INSIDE CORNER OF THE SEAWALL, 0.60 M (1.97 FT) EAST
 AA0671'OF THE FACE OF THE SEAWALL, 69.8 M (229.0 FT) NORTH OF TIDAL
 AA0671'BENCHMARK 32 1929 7.083 AND 102.5 M (336.3 FT) NORTH OF TIDAL
 AA0671'BENCHMARK NO.1 1974.  NOTE--THE PIERS REFERRED TO IN THE ORIGINAL
 AA0671'DESCRIPTION HAVE BEEN REMOVED.
 AA0671
 AA0671                          STATION RECOVERY (2003)
 AA0671
 AA0671'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0003 ***********************************************************************
 AA0003  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0003  DESIGNATION -  872 4580 TIDAL 24
 AA0003  PID         -  AA0003
 AA0003  STATE/COUNTY-  FL/MONROE
 AA0003  USGS QUAD   -  KEY WEST (1971)
 AA0003
 AA0003                         *CURRENT SURVEY CONTROL
 AA0003  ___________________________________________________________________
 AA0003* NAD 83(1986)-  24 33 38.     (N)    081 48 20.     (W)     SCALED    
 AA0003* NAVD 88     -         1.539  (meters)       5.05   (feet)  ADJUSTED  
 AA0003  ___________________________________________________________________
 AA0003  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0003  DYNAMIC HT  -           1.537 (meters)       5.04  (feet)  COMP
 AA0003  MODELED GRAV-     978,955.1   (mgal)                       NAVD 88
 AA0003
 AA0003  VERT ORDER  -  FIRST     CLASS II
 AA0003
 AA0003.The horizontal coordinates were scaled from a topographic map and have
 AA0003.an estimated accuracy of +/- 6 seconds.
 AA0003
 AA0003.The orthometric height was determined by differential leveling
 AA0003.and adjusted by the National Geodetic Survey in June 1991..
 AA0003.WARNING-Repeat measurements at this control monument indicate possible
 AA0003.vertical movement.
 AA0003
 AA0003.This Tidal Bench Mark is designated as VM 710
 AA0003.by the Center for Operational Oceanographic Products and Services.
 AA0003
 AA0003.The geoid height was determined by GEOID03.
 AA0003
 AA0003.The dynamic height is computed by dividing the NAVD 88
 AA0003.geopotential number by the normal gravity value computed on the
 AA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0003.degrees latitude (g = 980.6199 gals.).
 AA0003
 AA0003.The modeled gravity was interpolated from observed gravity values.
 AA0003
 AA0003;                    North         East    Units  Estimated Accuracy
 AA0003;SPC FL E     -    25,410.      118,400.      MT  (+/- 180 meters Scaled)
 AA0003
 AA0003                          SUPERSEDED SURVEY CONTROL
 AA0003
 AA0003  NGVD 29 (09/01/92)    1.948  (m)            6.39   (f) ADJUSTED    1 2
 AA0003
 AA0003.Superseded values are not recommended for survey control.
 AA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0003.See file dsdata.txt to determine how the superseded data were derived.
 AA0003
 AA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH184165(NAD 83)
 AA0003_MARKER: DJ = TIDAL STATION DISK
 AA0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0003_SP_SET: CONCRETE BUILDING WALL
 AA0003_STAMPING: 24 1923 6.529
 AA0003_MARK LOGO: CGS   
 AA0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0003+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 AA0003
 AA0003  HISTORY     - Date     Condition        Report By
 AA0003  HISTORY     - 1923     MONUMENTED       CGS
 AA0003  HISTORY     - 1966     GOOD             NGS
 AA0003  HISTORY     - 1978     GOOD             NGS
 AA0003  HISTORY     - 1982     GOOD             FLDNR
 AA0003  HISTORY     - 19881231 GOOD             FLDNR
 AA0003  HISTORY     - 20021226 GOOD             USPSQD
 AA0003  HISTORY     - 20030411 GOOD             USPSQD
 AA0003
 AA0003                          STATION DESCRIPTION
 AA0003
 AA0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0003'AT KEY WEST.
 AA0003'AT KEY WEST, 0.05 MILE NORTHEAST ALONG FRONT STREET FROM ITS
 AA0003'INTERSECTION WITH DUVAL STREET, AT THE INTERSECTION OF FRONT AND
 AA0003'ANN STREET, SET VERTICALLY IN THE NORTHWEST CONCRETE FACE OF A
 AA0003'CONCRETE PILLAR, NEAR THE WEST CORNER OF THE STORAGE BUILDING
 AA0003'OWNED BY H. RAMOS AND COMPANY, 9.5 FEET SOUTHEAST OF THE
 AA0003'SOUTHEAST CURB OF FRONT STREET, 6.0 FEET NORTHEAST OF THE
 AA0003'NORTHEAST CURB OF ANN STREET, 0.5 FOOT NORTHEAST OF THE WEST
 AA0003'CORNER OF THE BUILDING AND 4.1 FEET ABOVE THE LEVEL OF THE
 AA0003'SIDEWALK.
 AA0003
 AA0003                          STATION RECOVERY (1978)
 AA0003
 AA0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0003'RECOVERED IN GOOD CONDITION.
 AA0003
 AA0003                          STATION RECOVERY (1982)
 AA0003
 AA0003'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0003'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0003'THAT THE H. RAMOS AND COMPANY STORAGE BUILDING IS NOW
 AA0003'CAVANAGHS CLOTHING STORE.
 AA0003
 AA0003                          STATION RECOVERY (1988)
 AA0003
 AA0003'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0003'RECOVERED IN GOOD CONDITION.
 AA0003
 AA0003                          STATION RECOVERY (2002)
 AA0003
 AA0003'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0003'RECOVERED GOOD CONDITION.  BUILDING NOW OCCUPIED BY FAIRVILLA CLOTHING
 AA0003'STORE.
 AA0003
 AA0003                          STATION RECOVERY (2003)
 AA0003
 AA0003'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0003'THE STORE HAS CHANGED NAMES. IT IS NOW FAIRVILLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0004 ***********************************************************************
 AA0004  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0004  DESIGNATION -  872 4580 TIDAL 25
 AA0004  PID         -  AA0004
 AA0004  STATE/COUNTY-  FL/MONROE
 AA0004  USGS QUAD   -  KEY WEST (1971)
 AA0004
 AA0004                         *CURRENT SURVEY CONTROL
 AA0004  ___________________________________________________________________
 AA0004* NAD 83(1986)-  24 33 36.     (N)    081 48 21.     (W)     SCALED    
 AA0004* NAVD 88     -         1.148  (meters)       3.77   (feet)  ADJUSTED  
 AA0004  ___________________________________________________________________
 AA0004  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0004  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 AA0004  MODELED GRAV-     978,955.0   (mgal)                       NAVD 88
 AA0004
 AA0004  VERT ORDER  -  FIRST     CLASS II
 AA0004
 AA0004.The horizontal coordinates were scaled from a topographic map and have
 AA0004.an estimated accuracy of +/- 6 seconds.
 AA0004
 AA0004.The orthometric height was determined by differential leveling
 AA0004.and adjusted by the National Geodetic Survey in May 1994..
 AA0004.WARNING-Repeat measurements at this control monument indicate possible
 AA0004.vertical movement.
 AA0004
 AA0004.This Tidal Bench Mark is designated as VM 711
 AA0004.by the Center for Operational Oceanographic Products and Services.
 AA0004
 AA0004.The geoid height was determined by GEOID03.
 AA0004
 AA0004.The dynamic height is computed by dividing the NAVD 88
 AA0004.geopotential number by the normal gravity value computed on the
 AA0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0004.degrees latitude (g = 980.6199 gals.).
 AA0004
 AA0004.The modeled gravity was interpolated from observed gravity values.
 AA0004
 AA0004;                    North         East    Units  Estimated Accuracy
 AA0004;SPC FL E     -    25,340.      118,370.      MT  (+/- 180 meters Scaled)
 AA0004
 AA0004                          SUPERSEDED SURVEY CONTROL
 AA0004
 AA0004  NAVD 88 (06/15/91)    1.153  (m)            3.78   (f) UNKNOWN     1 2
 AA0004  NGVD 29 (09/01/92)    1.557  (m)            5.11   (f) ADJUSTED    1 2
 AA0004
 AA0004.Superseded values are not recommended for survey control.
 AA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0004.See file dsdata.txt to determine how the superseded data were derived.
 AA0004
 AA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183164(NAD 83)
 AA0004_MARKER: DJ = TIDAL STATION DISK
 AA0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0004_SP_SET: BRICK BUILDING WALL
 AA0004_STAMPING: 25 1923 5.292
 AA0004_MARK LOGO: CGS   
 AA0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0004+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003
 AA0004
 AA0004  HISTORY     - Date     Condition        Report By
 AA0004  HISTORY     - 1923     MONUMENTED       CGS
 AA0004  HISTORY     - 1966     GOOD             NGS
 AA0004  HISTORY     - 1978     GOOD             NGS
 AA0004  HISTORY     - 1982     GOOD             FLDNR
 AA0004  HISTORY     - 19881231 GOOD             FLDNR
 AA0004  HISTORY     - 20021226 POOR             USPSQD
 AA0004  HISTORY     - 20030407 GOOD             USPSQD
 AA0004
 AA0004                          STATION DESCRIPTION
 AA0004
 AA0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0004'AT KEY WEST.
 AA0004'AT KEY WEST, ABOUT 0.1 MILE NORTHEAST ALONG FRONT STREET FROM THE
 AA0004'INTERSECTION OF WHITHEAD STREET, AT THE INTERSECTION OF DUVAL AND
 AA0004'FRONT STREET, SET VERTICALLY IN THE NORTHEAST CONCRETE FOUNDATION
 AA0004'OF THE FLORIDA NATIONAL BANK OF KEY WEST, 36 FEET SOUTHEAST OF
 AA0004'THE CENTER LINE OF FRONT STREET, 7.6 FEET SOUTHWEST OF THE
 AA0004'SOUTHWEST CURB OF DUVAL STREET, 0.9 FOOT SOUTHEAST OF THE NORTH
 AA0004'CORNER OF THE BUILDING AND 2.2 FEET ABOVE THE LEVEL OF THE
 AA0004'SIDEWALK.
 AA0004
 AA0004                          STATION RECOVERY (1978)
 AA0004
 AA0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0004'RECOVERED IN GOOD CONDITION.
 AA0004
 AA0004                          STATION RECOVERY (1982)
 AA0004
 AA0004'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0004'RECOVERED IN GOOD CONDITION.
 AA0004
 AA0004                          STATION RECOVERY (1988)
 AA0004
 AA0004'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0004'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FLORIDA
 AA0004'NATIONAL BANK IS NOW THE THE SOUTHEAST BANK.
 AA0004
 AA0004                          STATION RECOVERY (2002)
 AA0004
 AA0004'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0004'RECOVERED IN POOR CONDITION. DISK IS WORN AND BARELY LEGIBLE.
 AA0004
 AA0004                          STATION RECOVERY (2003)
 AA0004
 AA0004'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0004'BANK HAS BEEN RE-BRICKED, BUT THE MARK HAS BEEN LEFT VISIBLE.  THE
 AA0004'MARK IS NOW SOMEWHAT RECESSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0005 ***********************************************************************
 AA0005  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0005  DESIGNATION -  872 4580 TIDAL 26
 AA0005  PID         -  AA0005
 AA0005  STATE/COUNTY-  FL/MONROE
 AA0005  USGS QUAD   -  KEY WEST (1971)
 AA0005
 AA0005                         *CURRENT SURVEY CONTROL
 AA0005  ___________________________________________________________________
 AA0005* NAD 83(1986)-  24 33 30.     (N)    081 48 24.     (W)     SCALED    
 AA0005* NAVD 88     -         2.472  (meters)       8.11   (feet)  ADJUSTED  
 AA0005  ___________________________________________________________________
 AA0005  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0005  DYNAMIC HT  -           2.468 (meters)       8.10  (feet)  COMP
 AA0005  MODELED GRAV-     978,955.0   (mgal)                       NAVD 88
 AA0005
 AA0005  VERT ORDER  -  FIRST     CLASS II
 AA0005
 AA0005.The horizontal coordinates were scaled from a topographic map and have
 AA0005.an estimated accuracy of +/- 6 seconds.
 AA0005
 AA0005.The orthometric height was determined by differential leveling
 AA0005.and adjusted by the National Geodetic Survey in June 1991..
 AA0005.WARNING-Repeat measurements at this control monument indicate possible
 AA0005.vertical movement.
 AA0005
 AA0005.This Tidal Bench Mark is designated as VM 712
 AA0005.by the Center for Operational Oceanographic Products and Services.
 AA0005
 AA0005.The geoid height was determined by GEOID03.
 AA0005
 AA0005.The dynamic height is computed by dividing the NAVD 88
 AA0005.geopotential number by the normal gravity value computed on the
 AA0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0005.degrees latitude (g = 980.6199 gals.).
 AA0005
 AA0005.The modeled gravity was interpolated from observed gravity values.
 AA0005
 AA0005;                    North         East    Units  Estimated Accuracy
 AA0005;SPC FL E     -    25,160.      118,280.      MT  (+/- 180 meters Scaled)
 AA0005
 AA0005                          SUPERSEDED SURVEY CONTROL
 AA0005
 AA0005  NGVD 29 (09/01/92)    2.882  (m)            9.46   (f) ADJUSTED    1 2
 AA0005
 AA0005.Superseded values are not recommended for survey control.
 AA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0005.See file dsdata.txt to determine how the superseded data were derived.
 AA0005
 AA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183162(NAD 83)
 AA0005_MARKER: DJ = TIDAL STATION DISK
 AA0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0005_SP_SET: BRICK BUILDING WALL
 AA0005_STAMPING: 26 1923 9.482
 AA0005_MARK LOGO: CGS   
 AA0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0005+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1990
 AA0005
 AA0005  HISTORY     - Date     Condition        Report By
 AA0005  HISTORY     - 1923     MONUMENTED       CGS
 AA0005  HISTORY     - 1966     GOOD             NGS
 AA0005  HISTORY     - 1969     GOOD             NGS
 AA0005  HISTORY     - 1978     GOOD             NGS
 AA0005  HISTORY     - 1982     GOOD             FLDNR
 AA0005  HISTORY     - 19881231 GOOD             FLDNR
 AA0005  HISTORY     - 19901203 GOOD             NGS
 AA0005  HISTORY     - 20021226 POOR             USPSQD
 AA0005  HISTORY     - 20030411 GOOD             USPSQD
 AA0005
 AA0005                          STATION DESCRIPTION
 AA0005
 AA0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0005'AT KEY WEST.
 AA0005'AT KEY WEST, 0.35 MILE NORTHWEST ALONG WHITEHEAD STREET FROM THE
 AA0005'COURTHOUSE, AT THE INTERSECTION OF WHITEHEAD AND FRONT STREET,
 AA0005'SET VERTICALLY IN THE EAST BRICK WALL OF THE INDUSTRAIL RELATIONS
 AA0005'BRANCH BUILDING NO. 91, ABOUT 150 FEET SOUTHWEST OF THE CENTER
 AA0005'OF THE STREET INTERSECTION, 41.7 FEET WEST OF THE WEST CURB OF
 AA0005'FRONT STREET, 33.9 FEET SOUTH OF THE NORTHEAST CORNER OF BUILDING,
 AA0005'3.0 FEET NORTH OF THE NORTH END OF 3 RD STEP FROM TOP AT ENTRANCE
 AA0005'TO BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AA0005
 AA0005                          STATION RECOVERY (1969)
 AA0005
 AA0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AA0005'RECOVERED IN GOOD CONDITION.
 AA0005
 AA0005                          STATION RECOVERY (1978)
 AA0005
 AA0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0005'RECOVERED IN GOOD CONDITION.
 AA0005
 AA0005                          STATION RECOVERY (1982)
 AA0005
 AA0005'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0005'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0005'THAT THE PROPERTY IS NOW OWNED BY THE KEY DEVELOPMENT
 AA0005'AGENCY AND THE BUILDING IS ENCLOSED BEHIND A WROUGHT IRON
 AA0005'FENCE THAT IS KEPT LOCKED.
 AA0005
 AA0005                          STATION RECOVERY (1988)
 AA0005
 AA0005'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0005'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS NOW
 AA0005'ON THE PROPERTY OF THE TRUMAN ANNEX COMPANY.  THE BUILDING IS NOW
 AA0005'VACANT AND NO LONGER CALLED THE INDUSTRIAL RELATIONS BRANCH BUILDING.
 AA0005
 AA0005                          STATION RECOVERY (1990)
 AA0005
 AA0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 AA0005'BLDG. REFERRED TO AS BLDG. 91 OF TRUMAN ANNEX, BUT IT IS NO LONGER
 AA0005'INSIDE NAVAL AIR STATION - TRUMAN ANNEX.  INSIDE OF BLDG. UNDERGOING
 AA0005'RENOVATIONS AT THIS TIME.
 AA0005
 AA0005                          STATION RECOVERY (2002)
 AA0005
 AA0005'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0005'RECOVERED IN POOR CONDITION. DISK IS HEAVILY OXIDIZED AND BARELY
 AA0005'LEGIBLE.
 AA0005
 AA0005                          STATION RECOVERY (2003)
 AA0005
 AA0005'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0005'BUILDING IS NOW THE KEY WEST MUSEUM OF ART AND HISTORY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0006 ***********************************************************************
 AA0006  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0006  DESIGNATION -  872 4580 TIDAL 27
 AA0006  PID         -  AA0006
 AA0006  STATE/COUNTY-  FL/MONROE
 AA0006  USGS QUAD   -  KEY WEST (1971)
 AA0006
 AA0006                         *CURRENT SURVEY CONTROL
 AA0006  ___________________________________________________________________
 AA0006* NAD 83(1986)-  24 33 25.     (N)    081 48 23.     (W)     SCALED    
 AA0006* NAVD 88     -         2.110  (meters)       6.92   (feet)  ADJUSTED  
 AA0006  ___________________________________________________________________
 AA0006  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0006  DYNAMIC HT  -           2.106 (meters)       6.91  (feet)  COMP
 AA0006  MODELED GRAV-     978,954.7   (mgal)                       NAVD 88
 AA0006
 AA0006  VERT ORDER  -  FIRST     CLASS II
 AA0006
 AA0006.The horizontal coordinates were scaled from a topographic map and have
 AA0006.an estimated accuracy of +/- 6 seconds.
 AA0006
 AA0006.The orthometric height was determined by differential leveling
 AA0006.and adjusted by the National Geodetic Survey in June 1991..
 AA0006.WARNING-Repeat measurements at this control monument indicate possible
 AA0006.vertical movement.
 AA0006
 AA0006.This Tidal Bench Mark is designated as VM 713
 AA0006.by the Center for Operational Oceanographic Products and Services.
 AA0006
 AA0006.The geoid height was determined by GEOID03.
 AA0006
 AA0006.The dynamic height is computed by dividing the NAVD 88
 AA0006.geopotential number by the normal gravity value computed on the
 AA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0006.degrees latitude (g = 980.6199 gals.).
 AA0006
 AA0006.The modeled gravity was interpolated from observed gravity values.
 AA0006
 AA0006;                    North         East    Units  Estimated Accuracy
 AA0006;SPC FL E     -    25,010.      118,310.      MT  (+/- 180 meters Scaled)
 AA0006
 AA0006                          SUPERSEDED SURVEY CONTROL
 AA0006
 AA0006  NGVD 29 (09/01/92)    2.522  (m)            8.27   (f) ADJUSTED    1 2
 AA0006
 AA0006.Superseded values are not recommended for survey control.
 AA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0006.See file dsdata.txt to determine how the superseded data were derived.
 AA0006
 AA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183161(NAD 83)
 AA0006_MARKER: DJ = TIDAL STATION DISK
 AA0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0006_SP_SET: CONCRETE FOUNDATION
 AA0006_STAMPING: 27 1923 8.274
 AA0006_MARK LOGO: CGS   
 AA0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0006
 AA0006  HISTORY     - Date     Condition        Report By
 AA0006  HISTORY     - 1923     MONUMENTED       CGS
 AA0006  HISTORY     - 1966     GOOD             NGS
 AA0006  HISTORY     - 1978     GOOD             NGS
 AA0006  HISTORY     - 1982     GOOD             FLDNR
 AA0006  HISTORY     - 20030409 MARK NOT FOUND   USPSQD
 AA0006
 AA0006                          STATION DESCRIPTION
 AA0006
 AA0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0006'AT KEY WEST.
 AA0006'AT KEY WEST, AT THE KEY WEST NAVAL STATION, ALONG THE SOUTH SIDE
 AA0006'OF THE EXTENDING CENTER LINE OF CAROLINE STREET LEADING INTO
 AA0006'NAVAL STATION, SET ON THE TOP OF THE NORTHWEST CORNER OF THE
 AA0006'NORTH CONCRETE FOUNDATION OF THE NORTH ONE OF THREE (3) RADIO
 AA0006'TOWERS, 260 FEET WEST OF THE WEST CURB OF WHITEHEAD STREET, 21
 AA0006'FEET SOUTH OF THE SOUTH CURB OF CAROLINE STREET, 2 FEET SOUTHEAST
 AA0006'OF THE NORTHWEST CORNER OF FOUNDATION AND 1 FOOT ABOVE THE LEVEL
 AA0006'OF THE SIDEWALK.
 AA0006
 AA0006                          STATION RECOVERY (1978)
 AA0006
 AA0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0006'RECOVERED IN GOOD CONDITION.
 AA0006
 AA0006                          STATION RECOVERY (1982)
 AA0006
 AA0006'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0006'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0006'THAT THE MARK IS ON PROPERTY OF THE KEY DEVELOPMENT AGENCY
 AA0006'AND THE RADIO TOWERS ARE GONE.
 AA0006
 AA0006                          STATION RECOVERY (2003)
 AA0006
 AA0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0009 ***********************************************************************
 AA0009  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0009  DESIGNATION -  872 4580 TIDAL 29
 AA0009  PID         -  AA0009
 AA0009  STATE/COUNTY-  FL/MONROE
 AA0009  USGS QUAD   -  KEY WEST (1971)
 AA0009
 AA0009                         *CURRENT SURVEY CONTROL
 AA0009  ___________________________________________________________________
 AA0009* NAD 83(1986)-  24 33 17.     (N)    081 48 24.     (W)     SCALED    
 AA0009* NAVD 88     -         2.055  (meters)       6.74   (feet)  ADJUSTED  
 AA0009  ___________________________________________________________________
 AA0009  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0009  DYNAMIC HT  -           2.052 (meters)       6.73  (feet)  COMP
 AA0009  MODELED GRAV-     978,954.7   (mgal)                       NAVD 88
 AA0009
 AA0009  VERT ORDER  -  FIRST     CLASS II
 AA0009
 AA0009.The horizontal coordinates were scaled from a topographic map and have
 AA0009.an estimated accuracy of +/- 6 seconds.
 AA0009
 AA0009.The orthometric height was determined by differential leveling
 AA0009.and adjusted by the National Geodetic Survey in June 1991..
 AA0009.WARNING-Repeat measurements at this control monument indicate possible
 AA0009.vertical movement.
 AA0009
 AA0009.This Tidal Bench Mark is designated as VM 706
 AA0009.by the Center for Operational Oceanographic Products and Services.
 AA0009
 AA0009.The geoid height was determined by GEOID03.
 AA0009
 AA0009.The dynamic height is computed by dividing the NAVD 88
 AA0009.geopotential number by the normal gravity value computed on the
 AA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0009.degrees latitude (g = 980.6199 gals.).
 AA0009
 AA0009.The modeled gravity was interpolated from observed gravity values.
 AA0009
 AA0009;                    North         East    Units  Estimated Accuracy
 AA0009;SPC FL E     -    24,760.      118,280.      MT  (+/- 180 meters Scaled)
 AA0009
 AA0009                          SUPERSEDED SURVEY CONTROL
 AA0009
 AA0009  NGVD 29 (09/01/92)    2.464  (m)            8.08   (f) ADJUSTED    1 2
 AA0009
 AA0009.Superseded values are not recommended for survey control.
 AA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0009.See file dsdata.txt to determine how the superseded data were derived.
 AA0009
 AA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183158(NAD 83)
 AA0009_MARKER: DJ = TIDAL STATION DISK
 AA0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0009_SP_SET: CONCRETE BUILDING WALL
 AA0009_STAMPING: 29 1923 8.140
 AA0009_MARK LOGO: CGS   
 AA0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0009
 AA0009  HISTORY     - Date     Condition        Report By
 AA0009  HISTORY     - 1923     MONUMENTED       CGS
 AA0009  HISTORY     - 1966     GOOD             NGS
 AA0009  HISTORY     - 1978     GOOD             NGS
 AA0009  HISTORY     - 1982     GOOD             FLDNR
 AA0009  HISTORY     - 19881231 GOOD             FLDNR
 AA0009  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA0009
 AA0009                          STATION DESCRIPTION
 AA0009
 AA0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0009'AT KEY WEST.
 AA0009'AT KEY WEST, AT THE NAVAL STATION, NEAR THE EXTENDED CENTER
 AA0009'LINE OF EATON AND EMMA STREET, SET VERTICALLY IN THE EAST
 AA0009'CONCRETE WALL AND AT THE NORTHEAST CORNER OF THE OFFICER Q AND T
 AA0009'BUILDING, 39.5 FEET WEST OF THE WEST CURB OF EMMA STREET
 AA0009'(EXTENDED FROM THE CITY OF KEY WEST), 35 FEET SOUTH OF THE SOUTH
 AA0009'CURB OF EATON STREET, 0.5 MILE SOUTH OF THE NORTHEAST CORNER
 AA0009'OF THE BUILDING AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 AA0009'TIDAL STATION 90, FLORIDA II.
 AA0009
 AA0009                          STATION RECOVERY (1978)
 AA0009
 AA0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0009'RECOVERED IN GOOD CONDITION.
 AA0009
 AA0009                          STATION RECOVERY (1982)
 AA0009
 AA0009'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0009'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0009'THE MARK IS ON THE PROPERTY OF THE KEY DEVELOPMENT AGENCY, AND
 AA0009'CHANGE WEST CURB OF EMMA STREET TO WEST CURB OF FRONT STREET.
 AA0009
 AA0009                          STATION RECOVERY (1988)
 AA0009
 AA0009'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0009'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING DESCRIPTION CHANGES.
 AA0009'THE MARK IS NOW ON THE PROPERTY OF THE TRUMAN ANNEX COMPANY, EMMA
 AA0009'STREET IS NOW FRONT STREET AND THE BUILDING IS NO LONGER THE OFFICER
 AA0009'Q AND T.
 AA0009
 AA0009                          STATION RECOVERY (2003)
 AA0009
 AA0009'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0007 ***********************************************************************
 AA0007  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0007  DESIGNATION -  872 4580 TIDAL 30
 AA0007  PID         -  AA0007
 AA0007  STATE/COUNTY-  FL/MONROE
 AA0007  USGS QUAD   -  KEY WEST (1971)
 AA0007
 AA0007                         *CURRENT SURVEY CONTROL
 AA0007  ___________________________________________________________________
 AA0007* NAD 83(1986)-  24 33 16.     (N)    081 48 14.     (W)     SCALED    
 AA0007* NAVD 88     -         4.592  (meters)      15.07   (feet)  ADJUSTED  
 AA0007  ___________________________________________________________________
 AA0007  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0007  DYNAMIC HT  -           4.584 (meters)      15.04  (feet)  COMP
 AA0007  MODELED GRAV-     978,953.8   (mgal)                       NAVD 88
 AA0007
 AA0007  VERT ORDER  -  FIRST     CLASS II
 AA0007
 AA0007.The horizontal coordinates were scaled from a topographic map and have
 AA0007.an estimated accuracy of +/- 6 seconds.
 AA0007
 AA0007.The orthometric height was determined by differential leveling
 AA0007.and adjusted by the National Geodetic Survey in June 1991..
 AA0007.WARNING-Repeat measurements at this control monument indicate possible
 AA0007.vertical movement.
 AA0007
 AA0007.This Tidal Bench Mark is designated as VM 714
 AA0007.by the Center for Operational Oceanographic Products and Services.
 AA0007
 AA0007.The geoid height was determined by GEOID03.
 AA0007
 AA0007.The dynamic height is computed by dividing the NAVD 88
 AA0007.geopotential number by the normal gravity value computed on the
 AA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0007.degrees latitude (g = 980.6199 gals.).
 AA0007
 AA0007.The modeled gravity was interpolated from observed gravity values.
 AA0007
 AA0007;                    North         East    Units  Estimated Accuracy
 AA0007;SPC FL E     -    24,730.      118,560.      MT  (+/- 180 meters Scaled)
 AA0007
 AA0007                          SUPERSEDED SURVEY CONTROL
 AA0007
 AA0007  NGVD 29 (09/01/92)    5.000  (m)           16.40   (f) ADJUSTED    1 2
 AA0007
 AA0007.Superseded values are not recommended for survey control.
 AA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0007.See file dsdata.txt to determine how the superseded data were derived.
 AA0007
 AA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH185158(NAD 83)
 AA0007_MARKER: DJ = TIDAL STATION DISK
 AA0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0007_SP_SET: COURTHOUSE WALL
 AA0007_STAMPING: 30 1923 16.417
 AA0007_MARK LOGO: CGS   
 AA0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0007
 AA0007  HISTORY     - Date     Condition        Report By
 AA0007  HISTORY     - 1923     MONUMENTED       CGS
 AA0007  HISTORY     - 1966     GOOD             NGS
 AA0007  HISTORY     - 1978     GOOD             NGS
 AA0007  HISTORY     - 1982     GOOD             FLDNR
 AA0007  HISTORY     - 19881231 GOOD             FLDNR
 AA0007  HISTORY     - 20030409 GOOD             USPSQD
 AA0007
 AA0007                          STATION DESCRIPTION
 AA0007
 AA0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0007'AT KEY WEST.
 AA0007'AT KEY WEST, ALONG THE SOUTHWEST SIDE OF WHITEHEAD STREET,
 AA0007'BETWEEN FLEMING AND SOUTHARD STREET, SET VERTICALLY IN THE
 AA0007'NORTHEAST BRICK FACE OF THE OLD COURTHOUSE (NEW ONE UNDER
 AA0007'CONSTRUCTION IN 1966) 99 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 AA0007'WHITEHEAD STREET, 48 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST
 AA0007'ENTRANCE TO OLD COURTHOUSE, 1.0 FOOT SOUTHEAST OF THE NORTH
 AA0007'CORNER OF THE OLD COURTHOUSE, 3.3 FEET ABOVE THE LEVEL OF THE
 AA0007'GROUND.
 AA0007
 AA0007                          STATION RECOVERY (1978)
 AA0007
 AA0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (1982)
 AA0007
 AA0007'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (1988)
 AA0007
 AA0007'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (2003)
 AA0007
 AA0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0010 ***********************************************************************
 AA0010  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0010  DESIGNATION -  872 4580 TIDAL 32
 AA0010  PID         -  AA0010
 AA0010  STATE/COUNTY-  FL/MONROE
 AA0010  USGS QUAD   -  KEY WEST (1971)
 AA0010
 AA0010                         *CURRENT SURVEY CONTROL
 AA0010  ___________________________________________________________________
 AA0010* NAD 83(1986)-  24 33 14.     (N)    081 48 28.     (W)     SCALED    
 AA0010* NAVD 88     -         1.736  (meters)       5.70   (feet)  ADJUSTED  
 AA0010  ___________________________________________________________________
 AA0010  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0010  DYNAMIC HT  -           1.733 (meters)       5.69  (feet)  COMP
 AA0010  MODELED GRAV-     978,955.0   (mgal)                       NAVD 88
 AA0010
 AA0010  VERT ORDER  -  FIRST     CLASS II
 AA0010
 AA0010.The horizontal coordinates were scaled from a topographic map and have
 AA0010.an estimated accuracy of +/- 6 seconds.
 AA0010
 AA0010.The orthometric height was determined by differential leveling
 AA0010.and adjusted by the National Geodetic Survey in May 1994..
 AA0010.WARNING-Repeat measurements at this control monument indicate possible
 AA0010.vertical movement.
 AA0010
 AA0010.This Tidal Bench Mark is designated as VM 715
 AA0010.by the Center for Operational Oceanographic Products and Services.
 AA0010
 AA0010.The geoid height was determined by GEOID03.
 AA0010
 AA0010.The dynamic height is computed by dividing the NAVD 88
 AA0010.geopotential number by the normal gravity value computed on the
 AA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0010.degrees latitude (g = 980.6199 gals.).
 AA0010
 AA0010.The modeled gravity was interpolated from observed gravity values.
 AA0010
 AA0010;                    North         East    Units  Estimated Accuracy
 AA0010;SPC FL E     -    24,670.      118,170.      MT  (+/- 180 meters Scaled)
 AA0010
 AA0010                          SUPERSEDED SURVEY CONTROL
 AA0010
 AA0010  NAVD 88 (06/15/91)    1.744  (m)            5.72   (f) UNKNOWN     1 2
 AA0010  NGVD 29 (09/01/92)    2.145  (m)            7.04   (f) ADJUSTED    1 2
 AA0010
 AA0010.Superseded values are not recommended for survey control.
 AA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0010.See file dsdata.txt to determine how the superseded data were derived.
 AA0010
 AA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH181157(NAD 83)
 AA0010_MARKER: DJ = TIDAL STATION DISK
 AA0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0010_SP_SET: SEAWALL
 AA0010_STAMPING: 32 1929 7.083
 AA0010_MARK LOGO: CGS   
 AA0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0010+STABILITY: SURFACE MOTION
 AA0010
 AA0010  HISTORY     - Date     Condition        Report By
 AA0010  HISTORY     - 1929     MONUMENTED       CGS
 AA0010  HISTORY     - 1966     GOOD             NGS
 AA0010  HISTORY     - 1978     GOOD             NGS
 AA0010  HISTORY     - 1982     GOOD             FLDNR
 AA0010  HISTORY     - 19881231 GOOD             FLDNR
 AA0010
 AA0010                          STATION DESCRIPTION
 AA0010
 AA0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0010'AT KEY WEST.
 AA0010'AT KEY WEST, AT THE NAVAL STATION, AT PIER NO. 2 OF THE NAVY
 AA0010'SUBMARINE BASE, ACROSS THE STREET FROM THE SOUTH SIDE OF
 AA0010'BUILDING NO. 189, SET ON THE TOP OF CONCRETE SEA WALL, AT EAST
 AA0010'END OF PIER, 35 FEET NORTH OF NORTH CURB OF STREET AND ABOUT
 AA0010'LEVEL WITH THE STREET.
 AA0010
 AA0010                          STATION RECOVERY (1978)
 AA0010
 AA0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0010'RECOVERED IN GOOD CONDITION.
 AA0010
 AA0010                          STATION RECOVERY (1982)
 AA0010
 AA0010'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0010'THE MARK IS ABOVE LEVEL WITH STREET.
 AA0010'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN KEY
 AA0010'WEST, AT THE OLD NAVAL STATION NOW RUN BY THE KEY DEVELOPMENT
 AA0010'AGENCY, NEAR PIER NO 2 OF THE BOAT BASIN, ACROSS THE STREET FROM
 AA0010'BUILDING 189, AND 35 FEET NORTH OF THE NORTH CURB OF THE PIER.
 AA0010
 AA0010                          STATION RECOVERY (1988)
 AA0010
 AA0010'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0010'THE MARK IS IN KEY WEST, AT THE OLD NAVAL STATION AND IS SET ATOP A
 AA0010'SEAWALL ON THE EAST SIDE OF A LARGE SHIP BASIN.  LOCATED NEAR THE
 AA0010'WEST EXTENSION OF EATON STREET, 73.09 M (239.80 FT) SOUTH OF THE
 AA0010'NORTHEAST INSIDE CORNER OF THE SEAWALL, 69.8 M (229.0 FT) SOUTH OF
 AA0010'TIDAL BENCHMARK NO.2 1974, 32.7 M (107.3 FT) NORTH OF TIDAL BENCHMARK
 AA0010'NO.1 1974 AND 0.58 M (1.90 FT) EAST OF THE FACE OF THE SEAWALL AND
 AA0010'ACROSS THE STREET FROM BUILDING NUMBER 189.  NOTE--THE PIERS REFERRED
 AA0010'TO IN THE ORIGINAL DESCRIPTION HAVE BEEN RE-MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0008 ***********************************************************************
 AA0008  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0008  DESIGNATION -  872 4580 TIDAL BASIC
 AA0008  PID         -  AA0008
 AA0008  STATE/COUNTY-  FL/MONROE
 AA0008  USGS QUAD   -  KEY WEST (1971)
 AA0008
 AA0008                         *CURRENT SURVEY CONTROL
 AA0008  ___________________________________________________________________
 AA0008* NAD 83(1986)-  24 33 16.     (N)    081 48 13.     (W)     SCALED    
 AA0008* NAVD 88     -         3.957  (meters)      12.98   (feet)  ADJUSTED  
 AA0008  ___________________________________________________________________
 AA0008  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0008  DYNAMIC HT  -           3.950 (meters)      12.96  (feet)  COMP
 AA0008  MODELED GRAV-     978,953.7   (mgal)                       NAVD 88
 AA0008  OBS GRAVITY -     978,953.5   (mgal)                       GRAV_OBS
 AA0008
 AA0008  VERT ORDER  -  FIRST     CLASS II
 AA0008
 AA0008.The horizontal coordinates were scaled from a topographic map and have
 AA0008.an estimated accuracy of +/- 6 seconds.
 AA0008
 AA0008.The orthometric height was determined by differential leveling
 AA0008.and adjusted by the National Geodetic Survey in June 1991..
 AA0008.WARNING-Repeat measurements at this control monument indicate possible
 AA0008.vertical movement.
 AA0008
 AA0008.This Tidal Bench Mark is designated as VM 716
 AA0008.by the Center for Operational Oceanographic Products and Services.
 AA0008
 AA0008.The geoid height was determined by GEOID03.
 AA0008
 AA0008.The dynamic height is computed by dividing the NAVD 88
 AA0008.geopotential number by the normal gravity value computed on the
 AA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0008.degrees latitude (g = 980.6199 gals.).
 AA0008
 AA0008.The modeled gravity was interpolated from observed gravity values.
 AA0008.The observed gravity was obtained from relative gravimeter ties
 AA0008.to the IGSN71 gravity network.
 AA0008
 AA0008;                    North         East    Units  Estimated Accuracy
 AA0008;SPC FL E     -    24,730.      118,590.      MT  (+/- 180 meters Scaled)
 AA0008
 AA0008                          SUPERSEDED SURVEY CONTROL
 AA0008
 AA0008  NGVD 29 (09/01/92)    4.366  (m)           14.32   (f) ADJUSTED    1 2
 AA0008
 AA0008.Superseded values are not recommended for survey control.
 AA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0008.See file dsdata.txt to determine how the superseded data were derived.
 AA0008
 AA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH186158(NAD 83)
 AA0008_MARKER: DB = BENCH MARK DISK
 AA0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0008_SP_SET: CONCRETE POST
 AA0008_STAMPING: 14.324
 AA0008_MARK LOGO: CGS   
 AA0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0008+STABILITY: SURFACE MOTION
 AA0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0008+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 AA0008
 AA0008  HISTORY     - Date     Condition        Report By
 AA0008  HISTORY     - UNK      MONUMENTED       CGS
 AA0008  HISTORY     - 1966     GOOD             NGS
 AA0008  HISTORY     - 1978     GOOD             NGS
 AA0008  HISTORY     - 1982     GOOD             FLDNR
 AA0008  HISTORY     - 19881231 GOOD             FLDNR
 AA0008  HISTORY     - 19901203 GOOD             NGS
 AA0008  HISTORY     - 20021227 GOOD             USPSQD
 AA0008
 AA0008                          STATION DESCRIPTION
 AA0008
 AA0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0008'AT KEY WEST.
 AA0008'AT KEY WEST, ALONG THE SOUTHWEST SIDE OF WHITEHEAD STREET, BETWEEN
 AA0008'FLEMING AND SOUTHARD STREET, 71 FEET EAST OF THE NORTH CORNER
 AA0008'OF OLD COURTHOUSE, (NEW ONE UNDER CONSTRUCTION), 32.5 FEET
 AA0008'SOUTHWEST OF THE SOUTHWEST CURB OF WHITEHEAD STREET, 9.6 FEET
 AA0008'NORTHWEST OF THE NORTHWEST CURB OF NORTHEAST ENTRANCE TO OLD
 AA0008'COURTHOUSE, 3 FEET ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE
 AA0008'TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE THE LEVEL OF THE
 AA0008'GROUND.  NOTE-- POST IS INSCRIBED ON THE NORTHEAST SIDE UNITED
 AA0008'STATES COAST AND GEODETIC SURVEY BASIC BENCH MARK.
 AA0008
 AA0008                          STATION RECOVERY (1978)
 AA0008
 AA0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (1982)
 AA0008
 AA0008'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (1988)
 AA0008
 AA0008'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (1990)
 AA0008
 AA0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 AA0008'THIS IS ALSO GRAVITY BASE STATION 'KEY WEST COURTHOUSE', DOD 0304-3.
 AA0008
 AA0008                          STATION RECOVERY (2002)
 AA0008
 AA0008'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3374 ***********************************************************************
 AC3374  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3374  DESIGNATION -  872 4919 F TIDAL
 AC3374  PID         -  AC3374
 AC3374  STATE/COUNTY-  FL/COLLIER
 AC3374  USGS QUAD   -  CHOKOLOSKEE (1974)
 AC3374
 AC3374                         *CURRENT SURVEY CONTROL
 AC3374  ___________________________________________________________________
 AC3374* NAD 83(1986)-  25 48 54.     (N)    081 21 33.     (W)     SCALED    
 AC3374* NAVD 88     -         1.966  (meters)       6.45   (feet)  ADJUSTED  
 AC3374  ___________________________________________________________________
 AC3374  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AC3374  DYNAMIC HT  -           1.963 (meters)       6.44  (feet)  COMP
 AC3374  MODELED GRAV-     979,017.5   (mgal)                       NAVD 88
 AC3374
 AC3374  VERT ORDER  -  SECOND    CLASS I
 AC3374
 AC3374.The horizontal coordinates were scaled from a topographic map and have
 AC3374.an estimated accuracy of +/- 6 seconds.
 AC3374
 AC3374.The orthometric height was determined by differential leveling
 AC3374.and adjusted by the National Geodetic Survey in June 1991..
 AC3374
 AC3374.This Tidal Bench Mark is designated as VM 9698
 AC3374.by the Center for Operational Oceanographic Products and Services.
 AC3374
 AC3374.The geoid height was determined by GEOID03.
 AC3374
 AC3374.The dynamic height is computed by dividing the NAVD 88
 AC3374.geopotential number by the normal gravity value computed on the
 AC3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3374.degrees latitude (g = 980.6199 gals.).
 AC3374
 AC3374.The modeled gravity was interpolated from observed gravity values.
 AC3374
 AC3374;                    North         East    Units  Estimated Accuracy
 AC3374;SPC FL E     -   164,170.      163,990.      MT  (+/- 180 meters Scaled)
 AC3374
 AC3374                          SUPERSEDED SURVEY CONTROL
 AC3374
 AC3374.No superseded survey control is available for this station.
 AC3374
 AC3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ639552(NAD 83)
 AC3374_MARKER: DJ = TIDAL STATION DISK
 AC3374_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3374+WITH SETTING: PAVEMENT
 AC3374_SP_SET: CONCRETE PORCH
 AC3374_STAMPING: 4919 F 1984
 AC3374_MARK LOGO: NOS   
 AC3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3374+STABILITY: SURFACE MOTION
 AC3374
 AC3374  HISTORY     - Date     Condition        Report By
 AC3374  HISTORY     - 1984     MONUMENTED       FLDNR
 AC3374  HISTORY     - 1990     GOOD             USPSQD
 AC3374
 AC3374                          STATION DESCRIPTION
 AC3374
 AC3374'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3374'IN CHOKOLOSKEE.
 AC3374'THE MARK IS SET IN THE PORCH OF THE CHOKOLOSKEE POST OFFICE, 28.3 FEET
 AC3374'SOUTH OF THE NORTHEAST CORNER OF THE PORCH, 8 FEET NORTH OF THE CENTER
 AC3374'OF A BREEZEWAY, 1 FOOT NORTH OF THE NORTHERNMOST ROOF SUPPORT, AND
 AC3374'57.2 FEET WEST OF THE CENTERLINE OF STATE ROAD 29.
 AC3374'THE MARK IS 2 FT ABOVE HIGHWAY.
 AC3374
 AC3374                          STATION RECOVERY (1990)
 AC3374
 AC3374'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3373 ***********************************************************************
 AC3373  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3373  DESIGNATION -  872 4919 G TIDAL
 AC3373  PID         -  AC3373
 AC3373  STATE/COUNTY-  FL/COLLIER
 AC3373  USGS QUAD   -  CHOKOLOSKEE (1974)
 AC3373
 AC3373                         *CURRENT SURVEY CONTROL
 AC3373  ___________________________________________________________________
 AC3373* NAD 83(1986)-  25 49 04.     (N)    081 21 31.     (W)     SCALED    
 AC3373* NAVD 88     -         1.356  (meters)       4.45   (feet)  ADJUSTED  
 AC3373  ___________________________________________________________________
 AC3373  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AC3373  DYNAMIC HT  -           1.354 (meters)       4.44  (feet)  COMP
 AC3373  MODELED GRAV-     979,017.5   (mgal)                       NAVD 88
 AC3373
 AC3373  VERT ORDER  -  SECOND    CLASS I
 AC3373
 AC3373.The horizontal coordinates were scaled from a topographic map and have
 AC3373.an estimated accuracy of +/- 6 seconds.
 AC3373
 AC3373.The orthometric height was determined by differential leveling
 AC3373.and adjusted by the National Geodetic Survey in June 1991..
 AC3373
 AC3373.This Tidal Bench Mark is designated as VM 9699
 AC3373.by the Center for Operational Oceanographic Products and Services.
 AC3373
 AC3373.The geoid height was determined by GEOID03.
 AC3373
 AC3373.The dynamic height is computed by dividing the NAVD 88
 AC3373.geopotential number by the normal gravity value computed on the
 AC3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3373.degrees latitude (g = 980.6199 gals.).
 AC3373
 AC3373.The modeled gravity was interpolated from observed gravity values.
 AC3373
 AC3373;                    North         East    Units  Estimated Accuracy
 AC3373;SPC FL E     -   164,480.      164,040.      MT  (+/- 180 meters Scaled)
 AC3373
 AC3373                          SUPERSEDED SURVEY CONTROL
 AC3373
 AC3373.No superseded survey control is available for this station.
 AC3373
 AC3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ640555(NAD 83)
 AC3373_MARKER: DJ = TIDAL STATION DISK
 AC3373_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3373+WITH SETTING: PAVEMENT
 AC3373_SP_SET: CONCRETE BASE
 AC3373_STAMPING: 4919 G 1984
 AC3373_MARK LOGO: NOS   
 AC3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3373+STABILITY: SURFACE MOTION
 AC3373
 AC3373  HISTORY     - Date     Condition        Report By
 AC3373  HISTORY     - 1984     MONUMENTED       FLDNR
 AC3373  HISTORY     - 1990     GOOD             USPSQD
 AC3373
 AC3373                          STATION DESCRIPTION
 AC3373
 AC3373'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3373'IN CHOKOLOSKEE.
 AC3373'THE MARK IS AT THE OUTDOORS RESORT MARINA, 143.2 FEET EAST OF THE
 AC3373'CENTERLINE OF STATE ROAD 29, 18 FEET NORTH OF THE BOAT BASIN, 1.5 FEET
 AC3373'NORTH OF A POWER POLE WITH TRANSFORMER, 2.8 FEET WEST-SOUTHWEST OF THE
 AC3373'SOUTHWEST CORNER OF THE BAIT TANK PUMP HOUSE, AND IS SET IN THE
 AC3373'CONCRETE BASE FOR THE TANK.
 AC3373'THE MARK IS 1 FT ABOVE HIGHWAY.
 AC3373
 AC3373                          STATION RECOVERY (1990)
 AC3373
 AC3373'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3179 ***********************************************************************
 AC3179  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3179  DESIGNATION -  872 4919 TIDAL 1
 AC3179  PID         -  AC3179
 AC3179  STATE/COUNTY-  FL/COLLIER
 AC3179  USGS QUAD   -  CHOKOLOSKEE (1974)
 AC3179
 AC3179                         *CURRENT SURVEY CONTROL
 AC3179  ___________________________________________________________________
 AC3179* NAD 83(1986)-  25 48 53.     (N)    081 21 46.     (W)     SCALED    
 AC3179* NAVD 88     -         0.990  (meters)       3.25   (feet)  ADJUSTED  
 AC3179  ___________________________________________________________________
 AC3179  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AC3179  DYNAMIC HT  -           0.988 (meters)       3.24  (feet)  COMP
 AC3179  MODELED GRAV-     979,017.7   (mgal)                       NAVD 88
 AC3179
 AC3179  VERT ORDER  -  SECOND    CLASS I
 AC3179
 AC3179.The horizontal coordinates were scaled from a topographic map and have
 AC3179.an estimated accuracy of +/- 6 seconds.
 AC3179
 AC3179.The orthometric height was determined by differential leveling
 AC3179.and adjusted by the National Geodetic Survey in June 1991..
 AC3179
 AC3179.This Tidal Bench Mark is designated as VM 9695
 AC3179.by the Center for Operational Oceanographic Products and Services.
 AC3179
 AC3179.The geoid height was determined by GEOID03.
 AC3179
 AC3179.The dynamic height is computed by dividing the NAVD 88
 AC3179.geopotential number by the normal gravity value computed on the
 AC3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3179.degrees latitude (g = 980.6199 gals.).
 AC3179
 AC3179.The modeled gravity was interpolated from observed gravity values.
 AC3179
 AC3179;                    North         East    Units  Estimated Accuracy
 AC3179;SPC FL E     -   164,140.      163,630.      MT  (+/- 180 meters Scaled)
 AC3179
 AC3179                          SUPERSEDED SURVEY CONTROL
 AC3179
 AC3179  NGVD 29 (??/??/92)    1.406  (m)            4.61   (f) ADJ UNCH    2 1
 AC3179
 AC3179.Superseded values are not recommended for survey control.
 AC3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3179.See file dsdata.txt to determine how the superseded data were derived.
 AC3179
 AC3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ636552(NAD 83)
 AC3179_MARKER: DJ = TIDAL STATION DISK
 AC3179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3179_SP_SET: CONCRETE SEAWALL
 AC3179_STAMPING: NO 1 1973
 AC3179_MARK LOGO: NOS   
 AC3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3179+STABILITY: SURFACE MOTION
 AC3179
 AC3179  HISTORY     - Date     Condition        Report By
 AC3179  HISTORY     - 1973     MONUMENTED       NOS
 AC3179  HISTORY     - 1978     GOOD             FLDNR
 AC3179  HISTORY     - 1979     GOOD             FLDNR
 AC3179  HISTORY     - 1984     GOOD             FLDNR
 AC3179  HISTORY     - 1990     GOOD             USPSQD
 AC3179
 AC3179                          STATION DESCRIPTION
 AC3179
 AC3179'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3179'CHOKOLOSKEE.
 AC3179'AT CHOKOLOSKEE, THE MARK IS LOCATED AT HAMILTONS STONE CRABS INSIDE
 AC3179'THE NORTHEAST CORNER OF A BOAT BASIN SET FLUSH IN THE TOP CENTER OF A
 AC3179'18 INCH CONCRETE BULKHEAD. THE MARK BEARS 17.5 FEET NORTH OF THE
 AC3179'NORTHWEST CORNER OF THE CRABHOUSE.
 AC3179
 AC3179                          STATION RECOVERY (1979)
 AC3179
 AC3179'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC3179'RECOVERED IN GOOD CONDITION.
 AC3179
 AC3179                          STATION RECOVERY (1984)
 AC3179
 AC3179'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3179'RECOVERED IN GOOD CONDITION.
 AC3179
 AC3179                          STATION RECOVERY (1990)
 AC3179
 AC3179'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3180 ***********************************************************************
 AC3180  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3180  DESIGNATION -  872 4919 TIDAL 2
 AC3180  PID         -  AC3180
 AC3180  STATE/COUNTY-  FL/COLLIER
 AC3180  USGS QUAD   -  CHOKOLOSKEE (1974)
 AC3180
 AC3180                         *CURRENT SURVEY CONTROL
 AC3180  ___________________________________________________________________
 AC3180* NAD 83(1986)-  25 48 53.     (N)    081 21 46.     (W)     SCALED    
 AC3180* NAVD 88     -         2.465  (meters)       8.09   (feet)  ADJUSTED  
 AC3180  ___________________________________________________________________
 AC3180  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AC3180  DYNAMIC HT  -           2.461 (meters)       8.07  (feet)  COMP
 AC3180  MODELED GRAV-     979,017.7   (mgal)                       NAVD 88
 AC3180
 AC3180  VERT ORDER  -  SECOND    CLASS I
 AC3180
 AC3180.The horizontal coordinates were scaled from a topographic map and have
 AC3180.an estimated accuracy of +/- 6 seconds.
 AC3180
 AC3180.The orthometric height was determined by differential leveling
 AC3180.and adjusted by the National Geodetic Survey in June 1991..
 AC3180
 AC3180.This Tidal Bench Mark is designated as VM 9696
 AC3180.by the Center for Operational Oceanographic Products and Services.
 AC3180
 AC3180.The geoid height was determined by GEOID03.
 AC3180
 AC3180.The dynamic height is computed by dividing the NAVD 88
 AC3180.geopotential number by the normal gravity value computed on the
 AC3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3180.degrees latitude (g = 980.6199 gals.).
 AC3180
 AC3180.The modeled gravity was interpolated from observed gravity values.
 AC3180
 AC3180;                    North         East    Units  Estimated Accuracy
 AC3180;SPC FL E     -   164,140.      163,630.      MT  (+/- 180 meters Scaled)
 AC3180
 AC3180                          SUPERSEDED SURVEY CONTROL
 AC3180
 AC3180  NGVD 29 (??/??/92)    2.881  (m)            9.45   (f) ADJ UNCH    2 1
 AC3180
 AC3180.Superseded values are not recommended for survey control.
 AC3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3180.See file dsdata.txt to determine how the superseded data were derived.
 AC3180
 AC3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ636552(NAD 83)
 AC3180_MARKER: DJ = TIDAL STATION DISK
 AC3180_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3180+WITH SETTING: PAVEMENT
 AC3180_SP_SET: CONCRETE LOADING PLATFORM
 AC3180_STAMPING: NO 2 1973
 AC3180_MARK LOGO: NOS   
 AC3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3180+STABILITY: SURFACE MOTION
 AC3180
 AC3180  HISTORY     - Date     Condition        Report By
 AC3180  HISTORY     - 1973     MONUMENTED       NOS
 AC3180  HISTORY     - 1978     GOOD             FLDNR
 AC3180  HISTORY     - 1979     GOOD             FLDNR
 AC3180  HISTORY     - 1984     GOOD             FLDNR
 AC3180  HISTORY     - 1990     GOOD             USPSQD
 AC3180
 AC3180                          STATION DESCRIPTION
 AC3180
 AC3180'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3180'CHOKOLOSKEE.
 AC3180'AT CHOKOLOSKEE, THE MARK IS LOCATED AT HAMILTONS STONE CRABS SET FLUSH
 AC3180'IN THE TOP OF THE CONCRETE SHIPPING PLATFORM AT THE EAST CORNER OF THE
 AC3180'MOST NORTHERN PART OF THE CRABHOUSE. THE MARK BEARS 5 FEET EAST OF THE
 AC3180'HOUSE, .5 FEET SOUTH OF THE NORTH END OF THE CONCRETE PLATFORM AT THE
 AC3180'EAST CORNER OF THE MOST NORTHERN PART OF THE CRABHOUSE, .5 FEET EAST
 AC3180'OF THE HOUSE, .5 FEET SOUTH OF THE NORTHEND OF THE CONCRETE PLATFORM.
 AC3180
 AC3180                          STATION RECOVERY (1979)
 AC3180
 AC3180'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC3180'RECOVERED IN GOOD CONDITION.
 AC3180
 AC3180                          STATION RECOVERY (1984)
 AC3180
 AC3180'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3180'RECOVERED IN GOOD CONDITION.
 AC3180
 AC3180                          STATION RECOVERY (1990)
 AC3180
 AC3180'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3268 ***********************************************************************
 AC3268  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3268  DESIGNATION -  872 4948 A TIDAL
 AC3268  PID         -  AC3268
 AC3268  STATE/COUNTY-  FL/COLLIER
 AC3268  USGS QUAD   -  EVERGLADES CITY (1974)
 AC3268
 AC3268                         *CURRENT SURVEY CONTROL
 AC3268  ___________________________________________________________________
 AC3268* NAD 83(1999)-  25 51 32.28808(N)    081 23 11.82254(W)     ADJUSTED  
 AC3268* NAVD 88     -         0.879  (meters)       2.88   (feet)  ADJUSTED  
 AC3268  ___________________________________________________________________
 AC3268  X           -     860,127.850 (meters)                     COMP
 AC3268  Y           -  -5,678,359.719 (meters)                     COMP
 AC3268  Z           -   2,765,000.513 (meters)                     COMP
 AC3268  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AC3268  ELLIP HEIGHT-         -22.70  (meters)          (12/12/02) GPS OBS
 AC3268  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AC3268  DYNAMIC HT  -           0.877 (meters)       2.88  (feet)  COMP
 AC3268  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 AC3268
 AC3268  HORZ ORDER  -  FIRST
 AC3268  VERT ORDER  -  FIRST     CLASS II
 AC3268  ELLP ORDER  -  FOURTH    CLASS I
 AC3268
 AC3268.The horizontal coordinates were established by GPS observations
 AC3268.and adjusted by the National Geodetic Survey in December 2002..
 AC3268
 AC3268.The orthometric height was determined by differential leveling
 AC3268.and adjusted by the National Geodetic Survey in February 2002..
 AC3268
 AC3268.This Tidal Bench Mark is designated as VM 9710
 AC3268.by the Center for Operational Oceanographic Products and Services.
 AC3268
 AC3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC3268
 AC3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3268
 AC3268.The ellipsoidal height was determined by GPS observations
 AC3268.and is referenced to NAD 83.
 AC3268
 AC3268.The geoid height was determined by GEOID03.
 AC3268
 AC3268.The dynamic height is computed by dividing the NAVD 88
 AC3268.geopotential number by the normal gravity value computed on the
 AC3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3268.degrees latitude (g = 980.6199 gals.).
 AC3268
 AC3268.The modeled gravity was interpolated from observed gravity values.
 AC3268
 AC3268;                    North         East     Units Scale Factor Converg.
 AC3268;SPC FL E     -   169,048.391   161,248.748   MT  0.99995971   -0 10 07.1
 AC3268;SPC FL E     -   554,619.60    529,030.27   sFT  0.99995971   -0 10 07.1
 AC3268;UTM  17      - 2,860,122.695   461,261.970   MT  0.99961853   -0 10 07.1
 AC3268
 AC3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3268!SPC FL E     -   1.00000357  x   0.99995971  =   0.99996328
 AC3268!UTM  17      -   1.00000357  x   0.99961853  =   0.99962210
 AC3268
 AC3268|---------------------------------------------------------------------|
 AC3268| PID    Reference Object                     Distance      Geod. Az  |
 AC3268|                                                           dddmmss.s |
 AC3268| AC0633 872 4948 TIDAL 5                    246.549 METERS 22758     |
 AC3268|---------------------------------------------------------------------|
 AC3268
 AC3268                          SUPERSEDED SURVEY CONTROL
 AC3268
 AC3268  NAVD 88 (06/15/91)    0.872  (m)            2.86   (f) UNKNOWN     2 1
 AC3268  NGVD 29 (09/01/92)    1.287  (m)            4.22   (f) ADJUSTED    2 1
 AC3268
 AC3268.Superseded values are not recommended for survey control.
 AC3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3268.See file dsdata.txt to determine how the superseded data were derived.
 AC3268
 AC3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6126260123(NAD 83)
 AC3268_MARKER: DJ = TIDAL STATION DISK
 AC3268_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3268_SP_SET: SIDEWALK
 AC3268_STAMPING: 4948 A 1978
 AC3268_MARK LOGO: NOS   
 AC3268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3268+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2002
 AC3268
 AC3268  HISTORY     - Date     Condition        Report By
 AC3268  HISTORY     - 1978     MONUMENTED       NOS
 AC3268  HISTORY     - 1979     GOOD             FLDNR
 AC3268  HISTORY     - 1984     GOOD             FLDNR
 AC3268  HISTORY     - 19920226 POOR             NGS
 AC3268  HISTORY     - 20010625 GOOD             FOST
 AC3268  HISTORY     - 20020307 GOOD             MAPTEC
 AC3268
 AC3268                          STATION DESCRIPTION
 AC3268
 AC3268'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3268'EVERGLADES CITY.
 AC3268'MARK IS IN EVERGLADES CITY AT THE ROD AND GUN CLUB. THE MARK BEARS 1.8
 AC3268'FEET SOUTH OF NORTH EDGE OF SEAWALL, 2.0 FEET WEST OF EAST EDGE OF
 AC3268'SEAWALL, 147 FEET NORTHEAST OF NORTHEAST CORNER OF FIRST HOUSE EAST OF
 AC3268'LODGE.
 AC3268
 AC3268                          STATION RECOVERY (1984)
 AC3268
 AC3268'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3268'RECOVERED IN GOOD CONDITION.
 AC3268
 AC3268                          STATION RECOVERY (1992)
 AC3268
 AC3268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3268'0.1 KM (0.05 MI) WESTERLY ALONG BROADWAY BOULEVARD FROM CITY HALL IN
 AC3268'EVERGLADES CITY, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG STORTER
 AC3268'AVENUE, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST END
 AC3268'OF A CONCRETE SIDEWALK ALONG A BOAT DOCK AT THE ROD AND GUN CLUB
 AC3268'LODGE, 57.8 M (189.6 FT) WEST OF AND LEVEL WITH THE AVENUE, AND 30.5
 AC3268'M (100.1 FT) NORTHEAST OF A PUMP HOUSE.  NOTE--CRACKING HAS OCCURRED
 AC3268'BETWEEN THE DOCK BULKHEAD AND SIDEWALK AND THE DISK APPEARS TO HAVE
 AC3268'MOVED.
 AC3268
 AC3268                          STATION RECOVERY (2001)
 AC3268
 AC3268'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC3268'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC3268'
 AC3268
 AC3268                          STATION RECOVERY (2002)
 AC3268
 AC3268'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3268'RECOVERED AS DESCRIBED
 AC3268'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3267 ***********************************************************************
 AC3267  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3267  DESIGNATION -  872 4948 B TIDAL
 AC3267  PID         -  AC3267
 AC3267  STATE/COUNTY-  FL/COLLIER
 AC3267  USGS QUAD   -  EVERGLADES CITY (1974)
 AC3267
 AC3267                         *CURRENT SURVEY CONTROL
 AC3267  ___________________________________________________________________
 AC3267* NAD 83(1986)-  25 51 29.     (N)    081 23 09.     (W)     SCALED    
 AC3267* NAVD 88     -         0.588  (meters)       1.93   (feet)  ADJUSTED  
 AC3267  ___________________________________________________________________
 AC3267  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AC3267  DYNAMIC HT  -           0.587 (meters)       1.93  (feet)  COMP
 AC3267  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 AC3267
 AC3267  VERT ORDER  -  FIRST     CLASS II
 AC3267
 AC3267.The horizontal coordinates were scaled from a topographic map and have
 AC3267.an estimated accuracy of +/- 6 seconds.
 AC3267
 AC3267.The orthometric height was determined by differential leveling
 AC3267.and adjusted by the National Geodetic Survey in September 1992..
 AC3267
 AC3267.This Tidal Bench Mark is designated as VM 9711
 AC3267.by the Center for Operational Oceanographic Products and Services.
 AC3267
 AC3267.The geoid height was determined by GEOID03.
 AC3267
 AC3267.The dynamic height is computed by dividing the NAVD 88
 AC3267.geopotential number by the normal gravity value computed on the
 AC3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3267.degrees latitude (g = 980.6199 gals.).
 AC3267
 AC3267.The modeled gravity was interpolated from observed gravity values.
 AC3267
 AC3267;                    North         East    Units  Estimated Accuracy
 AC3267;SPC FL E     -   168,950.      161,330.      MT  (+/- 180 meters Scaled)
 AC3267
 AC3267                          SUPERSEDED SURVEY CONTROL
 AC3267
 AC3267  NAVD 88 (06/15/91)    0.588  (m)            1.93   (f) UNKNOWN     1 2
 AC3267  NGVD 29 (09/01/92)    1.007  (m)            3.30   (f) ADJUSTED    1 2
 AC3267
 AC3267.Superseded values are not recommended for survey control.
 AC3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3267.See file dsdata.txt to determine how the superseded data were derived.
 AC3267
 AC3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ613600(NAD 83)
 AC3267_MARKER: DJ = TIDAL STATION DISK
 AC3267_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3267_SP_SET: FOOTING
 AC3267_STAMPING: 4948 B 1978
 AC3267_MARK LOGO: NOS   
 AC3267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3267+STABILITY: SURFACE MOTION
 AC3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3267+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 AC3267
 AC3267  HISTORY     - Date     Condition        Report By
 AC3267  HISTORY     - 1978     MONUMENTED       NOS
 AC3267  HISTORY     - 1979     GOOD             FLDNR
 AC3267  HISTORY     - 1984     GOOD             FLDNR
 AC3267  HISTORY     - 19920226 GOOD             NGS
 AC3267  HISTORY     - 20041122 GOOD             USPSQD
 AC3267
 AC3267                          STATION DESCRIPTION
 AC3267
 AC3267'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3267'EVERGLADES CITY.
 AC3267'MARK IS IN EVERGLADES CITY WEST OF THE MICRO TOWER.
 AC3267'MARK BEARS 1.8 FEET NORTHWEST OF NORTHWEST CORNER OF CEMENT ABUTMENT,
 AC3267'21.0 FEET NORTH OF CENTERLINE OF EAST BOUND LANE, 30.0 FEET SOUTH OF
 AC3267'CENTERLINE OF WESTBOUND LANE, AND 74.0 FEET SOUTHEAST OF SOUTHEAST
 AC3267'CORNER OF COURT.
 AC3267
 AC3267                          STATION RECOVERY (1984)
 AC3267
 AC3267'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3267'RECOVERED IN GOOD CONDITION.
 AC3267
 AC3267                          STATION RECOVERY (1992)
 AC3267
 AC3267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3267'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC3267'COPELAND AVENUE, IN TOP OF AND 0.5 M (1.6 FT) SOUTHEAST OF THE
 AC3267'NORTHWEST CORNER OF THE WEST CONCRETE FOOTING FOR A GUY CABLE ANCHOR,
 AC3267'34.9 M (114.5 FT) WEST OF THE CENTER OF THE AVENUE, 7.3 M (24.0 FT)
 AC3267'SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 7.3 M
 AC3267'(24.0 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE EASTBOUND LANES
 AC3267'OF THE BOULEVARD.
 AC3267
 AC3267                          STATION RECOVERY (2004)
 AC3267
 AC3267'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3267'THE LATITUDE COORDINATE (APPROX.) PRINTED OUT ON THE SUMMARY REPORT
 AC3267'GENERATED IN QUERYING THE DATA BASE IS WRONG. THE DATA READS N255129
 AC3267'BUT S/B N255126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3269 ***********************************************************************
 AC3269  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3269  DESIGNATION -  872 4948 C TIDAL
 AC3269  PID         -  AC3269
 AC3269  STATE/COUNTY-  FL/COLLIER
 AC3269  USGS QUAD   -  EVERGLADES CITY (1974)
 AC3269
 AC3269                         *CURRENT SURVEY CONTROL
 AC3269  ___________________________________________________________________
 AC3269* NAD 83(1986)-  25 51 26.     (N)    081 23 03.     (W)     SCALED    
 AC3269* NAVD 88     -         0.616  (meters)       2.02   (feet)  ADJUSTED  
 AC3269  ___________________________________________________________________
 AC3269  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AC3269  DYNAMIC HT  -           0.615 (meters)       2.02  (feet)  COMP
 AC3269  MODELED GRAV-     979,020.2   (mgal)                       NAVD 88
 AC3269
 AC3269  VERT ORDER  -  FIRST     CLASS II
 AC3269
 AC3269.The horizontal coordinates were scaled from a topographic map and have
 AC3269.an estimated accuracy of +/- 6 seconds.
 AC3269
 AC3269.The orthometric height was determined by differential leveling
 AC3269.and adjusted by the National Geodetic Survey in February 2002..
 AC3269.WARNING-Repeat measurements at this control monument indicate possible
 AC3269.vertical movement.
 AC3269
 AC3269.This Tidal Bench Mark is designated as VM 9712
 AC3269.by the Center for Operational Oceanographic Products and Services.
 AC3269
 AC3269.The geoid height was determined by GEOID03.
 AC3269
 AC3269.The dynamic height is computed by dividing the NAVD 88
 AC3269.geopotential number by the normal gravity value computed on the
 AC3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3269.degrees latitude (g = 980.6199 gals.).
 AC3269
 AC3269.The modeled gravity was interpolated from observed gravity values.
 AC3269
 AC3269;                    North         East    Units  Estimated Accuracy
 AC3269;SPC FL E     -   168,850.      161,490.      MT  (+/- 180 meters Scaled)
 AC3269
 AC3269                          SUPERSEDED SURVEY CONTROL
 AC3269
 AC3269  NAVD 88 (09/04/92)    0.608  (m)            1.99   (f) UNKNOWN     1 2
 AC3269  NAVD 88 (06/15/91)    0.608  (m)            1.99   (f) UNKNOWN     1 2
 AC3269  NGVD 29 (09/01/92)    1.029  (m)            3.38   (f) ADJUSTED    1 2
 AC3269
 AC3269.Superseded values are not recommended for survey control.
 AC3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3269.See file dsdata.txt to determine how the superseded data were derived.
 AC3269
 AC3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ615599(NAD 83)
 AC3269_MARKER: DJ = TIDAL STATION DISK
 AC3269_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3269_SP_SET: FOOTING
 AC3269_STAMPING: 4948 C 1978
 AC3269_MARK LOGO: NOS   
 AC3269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3269+STABILITY: SURFACE MOTION
 AC3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3269+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 AC3269
 AC3269  HISTORY     - Date     Condition        Report By
 AC3269  HISTORY     - 1978     MONUMENTED       NOS
 AC3269  HISTORY     - 1979     GOOD             FLDNR
 AC3269  HISTORY     - 1984     GOOD             FLDNR
 AC3269  HISTORY     - 19920226 GOOD             NGS
 AC3269  HISTORY     - 20010625 GOOD             FOST
 AC3269  HISTORY     - 20041122 GOOD             USPSQD
 AC3269
 AC3269                          STATION DESCRIPTION
 AC3269
 AC3269'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3269'EVERGLADES CITY.
 AC3269'THE MARK IS LOCATED IN EVERGLADES CITY, EAST OF THE MICRO TOWER, AND
 AC3269'BEARS 1.2 FEET NORTH OF CEMENT GUIDE WIRE ABUTMENT, 82.0 FEET
 AC3269'SOUTHEAST OF BENCH MARK V 249, 21.0 FEET SOUTH OF THE CENTERLINE OF
 AC3269'WESTBOUND LANE, 27 FEET NORTH OF EASTBOUND LANE, AND 118.0 FEET
 AC3269'SOUTHEAST OF SOUTHEAST CORNER OF CITY HALL.
 AC3269
 AC3269                          STATION RECOVERY (1984)
 AC3269
 AC3269'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3269'RECOVERED IN GOOD CONDITION.
 AC3269
 AC3269                          STATION RECOVERY (1992)
 AC3269
 AC3269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3269'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC3269'COPELAND AVENUE, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH EDGE
 AC3269'OF A FOOTING FOR A GUY CABLE ANCHOR, 30.0 M (98.4 FT) EAST OF THE
 AC3269'CENTER OF THE AVENUE, 7.7 M (25.3 FT) NORTH OF THE CENTER OF THE
 AC3269'EASTBOUND LANES OF THE BOULEVARD, AND 6.0 M (19.7 FT) SOUTH OF AND
 AC3269'LEVEL WITH THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD.
 AC3269
 AC3269                          STATION RECOVERY (2001)
 AC3269
 AC3269'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC3269'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC3269'
 AC3269
 AC3269                          STATION RECOVERY (2004)
 AC3269
 AC3269'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0631 ***********************************************************************
 AC0631  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0631  DESIGNATION -  872 4948 TIDAL 3
 AC0631  PID         -  AC0631
 AC0631  STATE/COUNTY-  FL/COLLIER
 AC0631  USGS QUAD   -  EVERGLADES CITY (1974)
 AC0631
 AC0631                         *CURRENT SURVEY CONTROL
 AC0631  ___________________________________________________________________
 AC0631* NAD 83(1986)-  25 51 27.     (N)    081 23 11.     (W)     SCALED    
 AC0631* NAVD 88     -         1.093  (meters)       3.59   (feet)  ADJUSTED  
 AC0631  ___________________________________________________________________
 AC0631  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0631  DYNAMIC HT  -           1.092 (meters)       3.58  (feet)  COMP
 AC0631  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 AC0631
 AC0631  VERT ORDER  -  FIRST     CLASS II
 AC0631
 AC0631.The horizontal coordinates were scaled from a topographic map and have
 AC0631.an estimated accuracy of +/- 6 seconds.
 AC0631
 AC0631.The orthometric height was determined by differential leveling
 AC0631.and adjusted by the National Geodetic Survey in September 1992..
 AC0631
 AC0631.This Tidal Bench Mark is designated as VM 17100
 AC0631.by the Center for Operational Oceanographic Products and Services.
 AC0631
 AC0631.The geoid height was determined by GEOID03.
 AC0631
 AC0631.The dynamic height is computed by dividing the NAVD 88
 AC0631.geopotential number by the normal gravity value computed on the
 AC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0631.degrees latitude (g = 980.6199 gals.).
 AC0631
 AC0631.The modeled gravity was interpolated from observed gravity values.
 AC0631
 AC0631;                    North         East    Units  Estimated Accuracy
 AC0631;SPC FL E     -   168,890.      161,270.      MT  (+/- 180 meters Scaled)
 AC0631
 AC0631                          SUPERSEDED SURVEY CONTROL
 AC0631
 AC0631  NAVD 88 (06/15/91)    1.093  (m)            3.59   (f) UNKNOWN     1 2
 AC0631  NGVD 29 (09/01/92)    1.510  (m)            4.95   (f) ADJUSTED    1 2
 AC0631
 AC0631.Superseded values are not recommended for survey control.
 AC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0631.See file dsdata.txt to determine how the superseded data were derived.
 AC0631
 AC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ612599(NAD 83)
 AC0631_MARKER: DJ = TIDAL STATION DISK
 AC0631_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC0631_SP_SET: FOOTING
 AC0631_STAMPING: 3 1928
 AC0631_MARK LOGO: CGS   
 AC0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0631+STABILITY: SURFACE MOTION
 AC0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC0631+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 AC0631
 AC0631  HISTORY     - Date     Condition        Report By
 AC0631  HISTORY     - 1928     MONUMENTED       CGS
 AC0631  HISTORY     - 1965     GOOD             NGS
 AC0631  HISTORY     - 1978     GOOD             FLDNR
 AC0631  HISTORY     - 1979     GOOD             FLDNR
 AC0631  HISTORY     - 1984     GOOD             FLDNR
 AC0631  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC0631  HISTORY     - 19920226 GOOD             NGS
 AC0631  HISTORY     - 20020320 GOOD             NGS
 AC0631  HISTORY     - 20041122 GOOD             USPSQD
 AC0631
 AC0631                          STATION DESCRIPTION
 AC0631
 AC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0631'AT EVERGLADES.
 AC0631'AT EVERGLADES, ABOUT 0.1 MILE WEST ALONG HIBISCUS STREET FROM THE
 AC0631'CITY HALL, ON PROPERTY PRESENTLY OWNED BY THE ROD AND GUN CLUB,
 AC0631'SET IN THE TOP OF THE CENTER OF A 2-BY-2 FOOT SQUARE CONCRETE
 AC0631'BASE WHICH ONCE SUPPORTED A WATER TANK, 226.0 FEET WEST OF THE
 AC0631'CENTER LINE OF STORTER AVENUE, 46 1/2 FEET NORTHEAST OF AND
 AC0631'ACROSS A STREET FROM THE NORTHEAST CORNER OF THE LODGE, 10.5 FEET
 AC0631'NORTHWEST OF THE CENTER LINE OF PIPE FOR A PIPE WELL, 22.4 FEET
 AC0631'SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING NO. 39, 23.0 FEET
 AC0631'NORTH OF THE EXTENDED CENTER LINE OF HIBISCUS STREET AND ABOUT
 AC0631'1.3 FEET ABOVE THE LEVEL OF THE GROUND.
 AC0631
 AC0631                          STATION RECOVERY (1978)
 AC0631
 AC0631'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (1979)
 AC0631
 AC0631'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (1984)
 AC0631
 AC0631'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (1990)
 AC0631
 AC0631'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0631'MARK NOT FOUND.
 AC0631
 AC0631                          STATION RECOVERY (1992)
 AC0631
 AC0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0631'0.1 KM (0.05 MI) WESTERLY ALONG BROADWAY BOULEVARD FROM CITY HALL IN
 AC0631'EVERGLADES CITY, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STORTER
 AC0631'BOULEVARD, IN TOP OF A 2 BY 2-FOOT CONCRETE FOOTING FOR A TOWER
 AC0631'(TOWER REMOVED), 60.0 M (196.8 FT) WEST OF THE CENTER OF THE
 AC0631'BOULEVARD, 53.8 M (176.5 FT) NORTHWEST OF THE CENTER OF HIBISCUS
 AC0631'STREET, 14.0 M (45.9 FT) EAST OF THE SOUTHEAST CORNER OF THE ROD AND
 AC0631'GUN CLUB LODGE, 6.8 M (22.3 FT) SOUTH OF THE NORTHWEST CORNER OF A
 AC0631'HOUSE, 1.1 M (3.6 FT) WEST-SOUTHWEST OF THE NORTHWEST PORCH CORNER OF
 AC0631'A HOUSE, AND O.2 M ABOVE THE GROUND SURFACE.
 AC0631
 AC0631                          STATION RECOVERY (2002)
 AC0631
 AC0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC0631'THIS IS GRAVITY BASE STATION 'EVERGLADES CITY 3', DOD 0157-2, IGB
 AC0631'08151 , GSS 081A10, NN 930.
 AC0631
 AC0631                          STATION RECOVERY (2004)
 AC0631
 AC0631'RECOVERY NOTE BY US POWER SQUADRON 2004
 AC0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0633 ***********************************************************************
 AC0633  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0633  DESIGNATION -  872 4948 TIDAL 5
 AC0633  PID         -  AC0633
 AC0633  STATE/COUNTY-  FL/COLLIER
 AC0633  USGS QUAD   -  EVERGLADES CITY (1974)
 AC0633
 AC0633                         *CURRENT SURVEY CONTROL
 AC0633  ___________________________________________________________________
 AC0633* NAD 83(1999)-  25 51 26.92457(N)    081 23 18.40020(W)     ADJUSTED  
 AC0633* NAVD 88     -         1.055  (meters)       3.46   (feet)  ADJUSTED  
 AC0633  ___________________________________________________________________
 AC0633  X           -     859,957.576 (meters)                     COMP
 AC0633  Y           -  -5,678,458.499 (meters)                     COMP
 AC0633  Z           -   2,764,852.071 (meters)                     COMP
 AC0633  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AC0633  ELLIP HEIGHT-         -22.50  (meters)          (12/12/02) GPS OBS
 AC0633  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0633  DYNAMIC HT  -           1.053 (meters)       3.45  (feet)  COMP
 AC0633  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 AC0633
 AC0633  HORZ ORDER  -  FIRST
 AC0633  VERT ORDER  -  FIRST     CLASS II
 AC0633  ELLP ORDER  -  FOURTH    CLASS I
 AC0633
 AC0633.The horizontal coordinates were established by GPS observations
 AC0633.and adjusted by the National Geodetic Survey in December 2002..
 AC0633
 AC0633.The orthometric height was determined by differential leveling
 AC0633.and adjusted by the National Geodetic Survey in February 2002..
 AC0633.WARNING-Repeat measurements at this control monument indicate possible
 AC0633.vertical movement.
 AC0633
 AC0633.This Tidal Bench Mark is designated as VM 9714
 AC0633.by the Center for Operational Oceanographic Products and Services.
 AC0633
 AC0633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0633
 AC0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0633
 AC0633.The ellipsoidal height was determined by GPS observations
 AC0633.and is referenced to NAD 83.
 AC0633
 AC0633.The geoid height was determined by GEOID03.
 AC0633
 AC0633.The dynamic height is computed by dividing the NAVD 88
 AC0633.geopotential number by the normal gravity value computed on the
 AC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0633.degrees latitude (g = 980.6199 gals.).
 AC0633
 AC0633.The modeled gravity was interpolated from observed gravity values.
 AC0633
 AC0633;                    North         East     Units Scale Factor Converg.
 AC0633;SPC FL E     -   168,883.883   161,065.122   MT  0.99995989   -0 10 09.9
 AC0633;SPC FL E     -   554,079.87    528,427.82   sFT  0.99995989   -0 10 09.9
 AC0633;UTM  17      - 2,859,958.242   461,078.407   MT  0.99961870   -0 10 09.9
 AC0633
 AC0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0633!SPC FL E     -   1.00000354  x   0.99995989  =   0.99996342
 AC0633!UTM  17      -   1.00000354  x   0.99961870  =   0.99962223
 AC0633
 AC0633|---------------------------------------------------------------------|
 AC0633| PID    Reference Object                     Distance      Geod. Az  |
 AC0633|                                                           dddmmss.s |
 AC0633| AC0634 872 4948 TIDAL E H 7                 46.683 METERS 19929     |
 AC0633|---------------------------------------------------------------------|
 AC0633
 AC0633                          SUPERSEDED SURVEY CONTROL
 AC0633
 AC0633  NAVD 88 (09/04/92)    1.061  (m)            3.48   (f) UNKNOWN     1 2
 AC0633  NAVD 88 (06/15/91)    1.068  (m)            3.50   (f) UNKNOWN     1 2
 AC0633  NGVD 29 (09/01/92)    1.479  (m)            4.85   (f) ADJUSTED    1 2
 AC0633
 AC0633.Superseded values are not recommended for survey control.
 AC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0633.See file dsdata.txt to determine how the superseded data were derived.
 AC0633
 AC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6107859958(NAD 83)
 AC0633_MARKER: DJ = TIDAL STATION DISK
 AC0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0633_SP_SET: CONCRETE POST
 AC0633_STAMPING: 5 1929
 AC0633_MARK LOGO: CGS   
 AC0633_PROJECTION: PROJECTING 15 CENTIMETERS
 AC0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0633+STABILITY: SURFACE MOTION
 AC0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0633+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AC0633
 AC0633  HISTORY     - Date     Condition        Report By
 AC0633  HISTORY     - 1929     MONUMENTED       CGS
 AC0633  HISTORY     - 1965     GOOD             NGS
 AC0633  HISTORY     - 1978     GOOD             FLDNR
 AC0633  HISTORY     - 1979     GOOD             FLDNR
 AC0633  HISTORY     - 1984     GOOD             FLDNR
 AC0633  HISTORY     - 1990     GOOD             USPSQD
 AC0633  HISTORY     - 19920226 GOOD             NGS
 AC0633  HISTORY     - 20010625 GOOD             FOST
 AC0633  HISTORY     - 20020307 GOOD             MAPTEC
 AC0633  HISTORY     - 20050502 GOOD             USPSQD
 AC0633
 AC0633                          STATION DESCRIPTION
 AC0633
 AC0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0633'AT EVERGLADES.
 AC0633'AT EVERGLADES, ABOUT 0.25 MILE WEST ALONG BROADWAY FROM THE CITY
 AC0633'HALL, NEAR THE WEST EXTENSION OF BROADWAY AND NEAR THE NORTH
 AC0633'EXTENSION OF RIVERSIDE DRIVE, IN THE GRASSY MEDIAN THAT
 AC0633'SEPARATES BROADWAY, 32 FEET SOUTH OF THE CENTER LINE OF THE
 AC0633'WESTBOUND LANE OF BROADWAY, 25 FEET EAST OF THE CENTER LINE OF
 AC0633'RIVERSIDE DRIVE, 41 FEET EAST OF AND ACROSS RIVERSIDE DRIVE FROM
 AC0633'THE EAST BANK OF BARRON RIVER, 153 FEET NORTHEAST OF AND ACROSS
 AC0633'RIVESIDE DRIVE FROM BENCH MARK E H 7 (USE) DESCRIBED, ABOUT 1/2
 AC0633'FOOT ABOVE THE LEVEL OF BROADWAY, AND SET IN TOP OF A CONCRETE
 AC0633'POST PROJECTING 6 INCHES.
 AC0633
 AC0633                          STATION RECOVERY (1978)
 AC0633
 AC0633'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1979)
 AC0633
 AC0633'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1984)
 AC0633
 AC0633'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1990)
 AC0633
 AC0633'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1992)
 AC0633
 AC0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0633'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC0633'RIVERSIDE DRIVE, 10.0 M (32.8 FT) SOUTH OF THE CENTER OF THE
 AC0633'WESTBOUND LANES OF THE BOULEVARD, 9.8 M (32.2 FT) EAST OF THE CENTER
 AC0633'OF RIVERSIDE DRIVE, 1.8 M (5.9 FT) SOUTHEAST OF A LAMP POST, 0.3 M
 AC0633'(1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND THE MONUMENT PROJECTS
 AC0633'O.2 M ABOVE THE GROUND SURFACE.
 AC0633
 AC0633                          STATION RECOVERY (2001)
 AC0633
 AC0633'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC0633'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0633'
 AC0633
 AC0633                          STATION RECOVERY (2002)
 AC0633
 AC0633'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0633'RECOVERED AS DESCRIBED
 AC0633'
 AC0633
 AC0633                          STATION RECOVERY (2005)
 AC0633
 AC0633'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AC0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0634 ***********************************************************************
 AC0634  CBN         -  This is a Cooperative Base Network Control Station.
 AC0634  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0634  DESIGNATION -  872 4948 TIDAL E H 7
 AC0634  PID         -  AC0634
 AC0634  STATE/COUNTY-  FL/COLLIER
 AC0634  USGS QUAD   -  EVERGLADES CITY (1974)
 AC0634
 AC0634                         *CURRENT SURVEY CONTROL
 AC0634  ___________________________________________________________________
 AC0634* NAD 83(1999)-  25 51 25.49448(N)    081 23 18.95948(W)     ADJUSTED  
 AC0634* NAVD 88     -         0.482  (meters)       1.58   (feet)  ADJUSTED  
 AC0634  ___________________________________________________________________
 AC0634  X           -     859,944.973 (meters)                     COMP
 AC0634  Y           -  -5,678,479.283 (meters)                     COMP
 AC0634  Z           -   2,764,812.211 (meters)                     COMP
 AC0634  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AC0634  ELLIP HEIGHT-         -23.09  (meters)          (04/12/01) GPS OBS
 AC0634  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AC0634  DYNAMIC HT  -           0.482 (meters)       1.58  (feet)  COMP
 AC0634  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 AC0634
 AC0634  HORZ ORDER  -  A
 AC0634  VERT ORDER  -  FIRST     CLASS II
 AC0634  ELLP ORDER  -  FOURTH    CLASS I
 AC0634
 AC0634.The horizontal coordinates were established by GPS observations
 AC0634.and adjusted by the National Geodetic Survey in April 2001..
 AC0634
 AC0634.The orthometric height was determined by differential leveling
 AC0634.and adjusted by the National Geodetic Survey in September 1992..
 AC0634.WARNING-Repeat measurements at this control monument indicate possible
 AC0634.vertical movement.
 AC0634
 AC0634.This Tidal Bench Mark is designated as VM 17101
 AC0634.by the Center for Operational Oceanographic Products and Services.
 AC0634
 AC0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0634
 AC0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0634
 AC0634.The ellipsoidal height was determined by GPS observations
 AC0634.and is referenced to NAD 83.
 AC0634
 AC0634.The geoid height was determined by GEOID03.
 AC0634
 AC0634.The dynamic height is computed by dividing the NAVD 88
 AC0634.geopotential number by the normal gravity value computed on the
 AC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0634.degrees latitude (g = 980.6199 gals.).
 AC0634
 AC0634.The modeled gravity was interpolated from observed gravity values.
 AC0634
 AC0634;                    North         East     Units Scale Factor Converg.
 AC0634;SPC FL E     -   168,839.922   161,049.420   MT  0.99995990   -0 10 10.1
 AC0634;SPC FL E     -   553,935.64    528,376.31   sFT  0.99995990   -0 10 10.1
 AC0634;UTM  17      - 2,859,914.296   461,062.710   MT  0.99961872   -0 10 10.1
 AC0634
 AC0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0634!SPC FL E     -   1.00000363  x   0.99995990  =   0.99996353
 AC0634!UTM  17      -   1.00000363  x   0.99961872  =   0.99962235
 AC0634
 AC0634|---------------------------------------------------------------------|
 AC0634| PID    Reference Object                     Distance      Geod. Az  |
 AC0634|                                                           dddmmss.s |
 AC0634| AC0633 872 4948 TIDAL 5                     46.683 METERS 01929     |
 AC0634|---------------------------------------------------------------------|
 AC0634
 AC0634                          SUPERSEDED SURVEY CONTROL
 AC0634
 AC0634  ELLIP H (06/02/94)  -23.03   (m)                       GP(       ) 3 1
 AC0634  NAD 83(1990)-  25 51 25.49282(N)    081 23 18.95958(W) AD(       ) B
 AC0634  ELLIP H (09/13/90)  -22.95   (m)                       GP(       ) 4 1
 AC0634  NAVD 88 (06/15/91)    0.494  (m)            1.62   (f) UNKNOWN     1 2
 AC0634  NGVD 29 (09/01/92)    0.902  (m)            2.96   (f) ADJUSTED    1 2
 AC0634
 AC0634.Superseded values are not recommended for survey control.
 AC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0634.See file dsdata.txt to determine how the superseded data were derived.
 AC0634
 AC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6106359914(NAD 83)
 AC0634_MARKER: DB = BENCH MARK DISK
 AC0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0634_SP_SET: CONCRETE POST
 AC0634_STAMPING: E H 7 1962
 AC0634_MARK LOGO: USE   
 AC0634_PROJECTION: FLUSH
 AC0634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0634+STABILITY: SURFACE MOTION
 AC0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0634+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2002
 AC0634
 AC0634  HISTORY     - Date     Condition        Report By
 AC0634  HISTORY     - 1962     MONUMENTED       DOD
 AC0634  HISTORY     - 1965     GOOD             NGS
 AC0634  HISTORY     - 1977     GOOD             FLDNR
 AC0634  HISTORY     - 1984     GOOD             FLDNR
 AC0634  HISTORY     - 1989     GOOD             NGS
 AC0634  HISTORY     - 1990     GOOD             USPSQD
 AC0634  HISTORY     - 19920226 GOOD             NGS
 AC0634  HISTORY     - 19920730 GOOD             DENI
 AC0634  HISTORY     - 19930210 GOOD             NGS
 AC0634  HISTORY     - 19990405 GOOD             FLDT
 AC0634  HISTORY     - 20011110 GOOD             GCYI
 AC0634  HISTORY     - 20020307 GOOD             MAPTEC
 AC0634
 AC0634                          STATION DESCRIPTION
 AC0634
 AC0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0634'AT EVERGLADES.
 AC0634'AT EVERGLADES, ABOUT 0.25 MILE WEST ALONG BROADWAY FROM THE CITY
 AC0634'HALL, NEAR THE JUNCTION OF BROADWAY AND RIVERSIDE DRIVE, 150
 AC0634'FEET SOUTH OF THE EXTENDED CENTER LINE OF BROADWAY, 26.5 FEET
 AC0634'WEST OF THE CENTER LINE OF RIVERSIDE DRIVE, 8 FEET EAST OF THE
 AC0634'EAST BANK OF BARRON RIVER, 144 FEET NORTHWEST OF THE CENTER OF
 AC0634'THE JUNCTION OF RIVERSIDE DRIVE AND IXORA STREET, 153 FEET
 AC0634'SOUTHWEST OF TIDAL 5 DESCRIBED, ABOUT LEVEL WITH THE DRIVE AND
 AC0634'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AC0634
 AC0634                          STATION RECOVERY (1977)
 AC0634
 AC0634'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1984)
 AC0634
 AC0634'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1989)
 AC0634
 AC0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AC0634'THE STATION IS LOCATED ABOUT 0.40 KM (0.25 MI) WEST OF THE CITY HALL
 AC0634'AT EVERGLADES CITY, NEAR THE JUNCTION OF BROADWAY (AN EXTENSION OF
 AC0634'ROUTE 29) AND RIVERSIDE DRIVE AND AT THE EAST EDGE OF THE BARRON
 AC0634'RIVER.  OWNERSHIP--CITY OF EVERGLADES CITY.
 AC0634'TO REACH THE STATION FROM THE CITY HALL ON BROADWAY (HIGHWAY 29) AT
 AC0634'THE CENTER OF EVERGLADES CITY, WHICH IS LOCATED ABOUT 5.8 KM
 AC0634'(3.60 MI) SOUTH ALONG STATE ROUTE 29 FROM THE JUNCTION OF U.S. HIGHWAY
 AC0634'41 NORTH, GO WEST ALONG BROADWAY (EXTENSION OF HIGHWAY 29) FOR 0.40 KM
 AC0634'(0.25 MI) TO THE JUNCTION OF RIVERSIDE DRIVE AND THE EAST EDGE OF THE
 AC0634'BARRON RIVER AND THE STATION ON THE LEFT, ABOUT 46 M (150.9 FT) SOUTH
 AC0634'OF THE JUNCTION AND ON THE WEST SIDE OF RIVERSIDE DRIVE.
 AC0634'THE STATION IS FLUSH WITH GROUND. LOCATED 8.5 M (27.9 FT) WEST OF THE
 AC0634'APPROXIMATE CENTER OF RIVERSIDE DRIVE, 2.8 M (9.2 FT) EAST OF A STONE
 AC0634'SEAWALL OF THE RIVER, 4 M (13.1 FT) SOUTHEAST OF THE NORTH END OF A
 AC0634'SMALL WOODEN CATWALK, 32 M (105.0 FT) NORTH OF A TRIPLE GUYED
 AC0634'POWERLINE POLE, 46 M (150.9 FT) SOUTH OF AN EXTENDED CENTER OF
 AC0634'BROADWAY AVE., 44 M (144.4 FT) NORTH OF THE CENTERLINE OF IXORA STREET
 AC0634'AND 46.6 M (152.9 FT) SOUTHWEST OF 872 4948 TIDAL 5.
 AC0634'DESCRIBED BY G.F. SMITH.
 AC0634
 AC0634                          STATION RECOVERY (1990)
 AC0634
 AC0634'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1992)
 AC0634
 AC0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0634'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC0634'RIVERSIDE DRIVE, 38.7 M (127.0 FT) SOUTH OF THE EXTENDED CENTER OF
 AC0634'THE EASTBOUND LANES OF THE BOULEVARD, 8.2 M (26.9 FT) WEST OF THE
 AC0634'CENTER OF THE DRIVE, 2.7 M (8.9 FT) EAST OF A SEA WALL, AND THE
 AC0634'MONUMENT IF FLUSH WITH THE GROUND SURFACE.
 AC0634
 AC0634                          STATION RECOVERY (1992)
 AC0634
 AC0634'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1993)
 AC0634
 AC0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC0634'STATION IS LOCATED ABOUT 0.40 KM (0.25 MI) WEST OF THE CITY HALL AT
 AC0634'EVERGLADES CITY, NEAR THE JUNCTION OF BROADWAY (AN EXTENSION OF STATE
 AC0634'HIGHWAY 29) AND RIVERSIDE DRIVE, AND AT THE EAST EDGE OF THE BARRON
 AC0634'RIVER. OWNERSHIP--CITY OF EVERGLADES CITY.
 AC0634'TO REACH THE STATION FROM THE CITY HALL ON BROADWAY (STATE HIGHWAY 29)
 AC0634'AT THE CENTER OF EVERGLADES CITY, WHICH IS LOCATED ABOUT 5.8 KM
 AC0634'(3.60 MI) SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF U.S.
 AC0634'HIGHWAY 41 NORTH, GO WEST ALONG BROADWAY (EXTENSION OF HIGHWAY 29),
 AC0634'FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF RIVERSIDE DRIVE AND THE EAST
 AC0634'EDGE OF THE BARRON RIVER AND THE STATION ON THE LEFT, ABOUT 46 M
 AC0634'(150.9 FT) SOUTH OF THE JUNCTION AND ON THE WEST SIDE OF RIVERSIDE
 AC0634'DRIVE.
 AC0634'STATION IS A 25-CM SQUARE CONCRETE POST, AND IS FLUSH WITH THE GROUND
 AC0634'SURFACE. IT IS LOCATED 8.5 M (27.9 FT) WEST OF THE APPROXIMATE CENTER
 AC0634'OF RIVERSIDE DRIVE, 2.8 M (9.2 FT) EAST OF A STONE SEAWALL OF THE
 AC0634'RIVER, 32 M (105.0 FT) NORTH OF A TRIPLE GUYED POWERLINE POLE, 46 M
 AC0634'(150.9 FT) SOUTH OF AN EXTENDED CENTER OF BROADWAY AVENUE, 44 M
 AC0634'(144.4 FT) NORTH OF THE CENTERLINE OF IXORA STREET, AND 46.6 M
 AC0634'(152.9 FT) SOUTHWEST OF TIDAL 5 SURVEY MARK.
 AC0634
 AC0634                          STATION RECOVERY (1999)
 AC0634
 AC0634'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AC0634'RECOVERED AS DESCRIBED.
 AC0634
 AC0634                          STATION RECOVERY (2001)
 AC0634
 AC0634'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (JD)
 AC0634'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0634'
 AC0634
 AC0634                          STATION RECOVERY (2002)
 AC0634
 AC0634'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0634'RECOVERED AS DESCRIBED
 AC0634'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3262 ***********************************************************************
 AC3262  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3262  DESIGNATION -  872 4967 A TIDAL
 AC3262  PID         -  AC3262
 AC3262  STATE/COUNTY-  FL/COLLIER
 AC3262  USGS QUAD   -  MARCO ISLAND (1995)
 AC3262
 AC3262                         *CURRENT SURVEY CONTROL
 AC3262  ___________________________________________________________________
 AC3262* NAD 83(1986)-  25 54 39.     (N)    081 43 29.     (W)     SCALED    
 AC3262* NAVD 88     -         1.594  (meters)       5.23   (feet)  ADJUSTED  
 AC3262  ___________________________________________________________________
 AC3262  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AC3262  DYNAMIC HT  -           1.592 (meters)       5.22  (feet)  COMP
 AC3262  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AC3262
 AC3262  VERT ORDER  -  SECOND    CLASS I
 AC3262
 AC3262.The horizontal coordinates were scaled from a topographic map and have
 AC3262.an estimated accuracy of +/- 6 seconds.
 AC3262
 AC3262.The orthometric height was determined by differential leveling
 AC3262.and adjusted by the National Geodetic Survey in June 1991..
 AC3262
 AC3262.This Tidal Bench Mark is designated as VM 9736
 AC3262.by the Center for Operational Oceanographic Products and Services.
 AC3262
 AC3262.The geoid height was determined by GEOID03.
 AC3262
 AC3262.The dynamic height is computed by dividing the NAVD 88
 AC3262.geopotential number by the normal gravity value computed on the
 AC3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3262.degrees latitude (g = 980.6199 gals.).
 AC3262
 AC3262.The modeled gravity was interpolated from observed gravity values.
 AC3262
 AC3262;                    North         East    Units  Estimated Accuracy
 AC3262;SPC FL E     -   174,940.      127,390.      MT  (+/- 180 meters Scaled)
 AC3262
 AC3262                          SUPERSEDED SURVEY CONTROL
 AC3262
 AC3262  NGVD 29 (09/01/92)    1.993  (m)            6.54   (f) ADJUSTED    2 1
 AC3262
 AC3262.Superseded values are not recommended for survey control.
 AC3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3262.See file dsdata.txt to determine how the superseded data were derived.
 AC3262
 AC3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ274660(NAD 83)
 AC3262_MARKER: DJ = TIDAL STATION DISK
 AC3262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3262_SP_SET: COPPER-CLAD STEEL ROD
 AC3262_STAMPING: 4967 A 1979
 AC3262_MARK LOGO: NOS   
 AC3262_PROJECTION: PROJECTING 5 CENTIMETERS
 AC3262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3262_ROD/PIPE-DEPTH: 12.2 meters
 AC3262
 AC3262  HISTORY     - Date     Condition        Report By
 AC3262  HISTORY     - 1979     MONUMENTED       NOS
 AC3262  HISTORY     - 1979     GOOD             FLDNR
 AC3262  HISTORY     - 1984     GOOD             FLDNR
 AC3262  HISTORY     - 1990     POOR             USPSQD
 AC3262  HISTORY     - 1990     GOOD             USPSQD
 AC3262
 AC3262                          STATION DESCRIPTION
 AC3262
 AC3262'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3262'2 MI SOUTH FROM MARCO.
 AC3262'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3262'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3262'PROPERTY AND THE LOCATION OF THE MARK. THE MARK BEARS 315 FEET NORTH
 AC3262'OF BM NO 7 1976, 1.0 FOOT EAST OF POWER POLE NO T2826, WHICH HAS A
 AC3262'WITNESS SIGN ATTATCHED, 3.5 FEET SOUTHEAST OF A GREEN TELEPHONE
 AC3262'JUNCTION BOX NO 1100-1, 74.0 FEET WEST SOUTHWEST OF THE CENTERPOINT
 AC3262'OF THE FIRST CROSSOVER AROUND THE BEND OF SOUTH COLLIER BOULEVARD.
 AC3262
 AC3262                          STATION RECOVERY (1984)
 AC3262
 AC3262'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3262'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  BEGIN AT THE
 AC3262'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3262'1.85 MILES SOUTHERLY ON COLLIER BOULEVARD TO THE MARK.
 AC3262
 AC3262                          STATION RECOVERY (1990)
 AC3262
 AC3262'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRG)
 AC3262'MARK RECOVERED IN POOR CONDITION.
 AC3262
 AC3262                          STATION RECOVERY (1990)
 AC3262
 AC3262'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3263 ***********************************************************************
 AC3263  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3263  DESIGNATION -  872 4967 B TIDAL
 AC3263  PID         -  AC3263
 AC3263  STATE/COUNTY-  FL/COLLIER
 AC3263  USGS QUAD   -  MARCO ISLAND (1995)
 AC3263
 AC3263                         *CURRENT SURVEY CONTROL
 AC3263  ___________________________________________________________________
 AC3263* NAD 83(1986)-  25 54 41.     (N)    081 43 29.     (W)     SCALED    
 AC3263* NAVD 88     -         1.605  (meters)       5.27   (feet)  ADJUSTED  
 AC3263  ___________________________________________________________________
 AC3263  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AC3263  DYNAMIC HT  -           1.602 (meters)       5.26  (feet)  COMP
 AC3263  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AC3263
 AC3263  VERT ORDER  -  SECOND    CLASS I
 AC3263
 AC3263.The horizontal coordinates were scaled from a topographic map and have
 AC3263.an estimated accuracy of +/- 6 seconds.
 AC3263
 AC3263.The orthometric height was determined by differential leveling
 AC3263.and adjusted by the National Geodetic Survey in June 1991..
 AC3263
 AC3263.This Tidal Bench Mark is designated as VM 9737
 AC3263.by the Center for Operational Oceanographic Products and Services.
 AC3263
 AC3263.The geoid height was determined by GEOID03.
 AC3263
 AC3263.The dynamic height is computed by dividing the NAVD 88
 AC3263.geopotential number by the normal gravity value computed on the
 AC3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3263.degrees latitude (g = 980.6199 gals.).
 AC3263
 AC3263.The modeled gravity was interpolated from observed gravity values.
 AC3263
 AC3263;                    North         East    Units  Estimated Accuracy
 AC3263;SPC FL E     -   175,000.      127,390.      MT  (+/- 180 meters Scaled)
 AC3263
 AC3263                          SUPERSEDED SURVEY CONTROL
 AC3263
 AC3263  NGVD 29 (09/01/92)    2.004  (m)            6.57   (f) ADJUSTED    2 1
 AC3263
 AC3263.Superseded values are not recommended for survey control.
 AC3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3263.See file dsdata.txt to determine how the superseded data were derived.
 AC3263
 AC3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ274660(NAD 83)
 AC3263_MARKER: DJ = TIDAL STATION DISK
 AC3263_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3263_SP_SET: COPPER-CLAD STEEL ROD
 AC3263_STAMPING: 4967 B 1979
 AC3263_MARK LOGO: NOS   
 AC3263_PROJECTION: FLUSH
 AC3263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3263_ROD/PIPE-DEPTH: 14.6 meters
 AC3263
 AC3263  HISTORY     - Date     Condition        Report By
 AC3263  HISTORY     - 1979     MONUMENTED       NOS
 AC3263  HISTORY     - 1979     GOOD             FLDNR
 AC3263  HISTORY     - 1984     GOOD             FLDNR
 AC3263  HISTORY     - 1990     GOOD             USPSQD
 AC3263
 AC3263                          STATION DESCRIPTION
 AC3263
 AC3263'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3263'2 MI SOUTH FROM MARCO.
 AC3263'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3263'PROCEED SOUTH 3.4 MILES ON COLLIER AVENUE TO DELTONA CORPORATION
 AC3263'PROPERTY. MARK IS ABOUT 164 FEET EAST OF BM 4967A, 32.0 FEET NORTHEAST
 AC3263'OF THE CENTERLINE OF SOUTH COLLIER BOULEVARD NORTHBOUND LANE, 83.5
 AC3263'FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE ISLAND CLUB
 AC3263'CONDOMINIUM (YELLOW STUCCO, 3 STORIES) 20.3 FEET SOUTHEAST OF THE MOST
 AC3263'SOUTHEAST CORNER OF THE BLACKTOP PARKING LOT, 2.5 FEET EAST OF A
 AC3263'CONCRETE POWERPOLE WITH A WITNESS SIGN FACING SOUTH COLLIER
 AC3263'BOULEVARD.
 AC3263
 AC3263                          STATION RECOVERY (1984)
 AC3263
 AC3263'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AC3263'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3263'1.9 MILES SOUTHERLY ON COLLIER BOULEVARD TO THE MARK.  THE MARK BEARS
 AC3263'83.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE ISLAND CLUB
 AC3263'CONDOMINIUM, 20.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AC3263'PARKING LOT, 2.5 FEET EAST OF A CONCRETE POWER POLE, AND 3 FEET EAST
 AC3263'OF A WITNESS POST.
 AC3263
 AC3263                          STATION RECOVERY (1990)
 AC3263
 AC3263'RECOVERY NOTE BY US POWER SQUADRON 1990 (JW)
 AC3263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3264 ***********************************************************************
 AC3264  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3264  DESIGNATION -  872 4967 C TIDAL
 AC3264  PID         -  AC3264
 AC3264  STATE/COUNTY-  FL/COLLIER
 AC3264  USGS QUAD   -  MARCO ISLAND (1995)
 AC3264
 AC3264                         *CURRENT SURVEY CONTROL
 AC3264  ___________________________________________________________________
 AC3264* NAD 83(1986)-  25 54 46.     (N)    081 43 29.     (W)     SCALED    
 AC3264* NAVD 88     -         1.344  (meters)       4.41   (feet)  ADJUSTED  
 AC3264  ___________________________________________________________________
 AC3264  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AC3264  DYNAMIC HT  -           1.342 (meters)       4.40  (feet)  COMP
 AC3264  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 AC3264
 AC3264  VERT ORDER  -  SECOND    CLASS I
 AC3264
 AC3264.The horizontal coordinates were scaled from a topographic map and have
 AC3264.an estimated accuracy of +/- 6 seconds.
 AC3264
 AC3264.The orthometric height was determined by differential leveling
 AC3264.and adjusted by the National Geodetic Survey in June 1991..
 AC3264
 AC3264.This Tidal Bench Mark is designated as VM 10543
 AC3264.by the Center for Operational Oceanographic Products and Services.
 AC3264
 AC3264.The geoid height was determined by GEOID03.
 AC3264
 AC3264.The dynamic height is computed by dividing the NAVD 88
 AC3264.geopotential number by the normal gravity value computed on the
 AC3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3264.degrees latitude (g = 980.6199 gals.).
 AC3264
 AC3264.The modeled gravity was interpolated from observed gravity values.
 AC3264
 AC3264;                    North         East    Units  Estimated Accuracy
 AC3264;SPC FL E     -   175,150.      127,390.      MT  (+/- 180 meters Scaled)
 AC3264
 AC3264                          SUPERSEDED SURVEY CONTROL
 AC3264
 AC3264  NGVD 29 (09/01/92)    1.743  (m)            5.72   (f) ADJUSTED    2 1
 AC3264
 AC3264.Superseded values are not recommended for survey control.
 AC3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3264.See file dsdata.txt to determine how the superseded data were derived.
 AC3264
 AC3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ274662(NAD 83)
 AC3264_MARKER: DJ = TIDAL STATION DISK
 AC3264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3264_SP_SET: COPPER-CLAD STEEL ROD
 AC3264_STAMPING: 4967 C 1979
 AC3264_MARK LOGO: NOS   
 AC3264_PROJECTION: PROJECTING 5 CENTIMETERS
 AC3264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3264_ROD/PIPE-DEPTH: 19.5 meters
 AC3264
 AC3264  HISTORY     - Date     Condition        Report By
 AC3264  HISTORY     - 1979     MONUMENTED       NOS
 AC3264  HISTORY     - 1979     GOOD             FLDNR
 AC3264  HISTORY     - 1984     GOOD             FLDNR
 AC3264  HISTORY     - 1990     GOOD             USPSQD
 AC3264
 AC3264                          STATION DESCRIPTION
 AC3264
 AC3264'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3264'2 MI SOUTH FROM MARCO.
 AC3264'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3264'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3264'PROPERTY. THE MARK BEARS 266 FEET NORTH OF BM 4967B, 39.9 FEET SOUTH
 AC3264'OF THE CENTERLINE OF SWALLOW AVENUE, 0.8 FEET SOUTH OF THE SOUTH EDGE
 AC3264'OF THE SIDEWALK, 80.9 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER OF
 AC3264'THE ISLAND CLUB CONDOMINIUM (YELLOW STUCCO, 3 STORIES), AND 1.0 FEET
 AC3264'WEST OF A CONCRETE POWER POLE WITH A WITNESS SIGN FACING WEST.
 AC3264
 AC3264                          STATION RECOVERY (1984)
 AC3264
 AC3264'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AC3264'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3264'1.75 MILES SOUTHERLY ON COLLIER BOULEVARD TO THE JUNCTION OF SWALLOW
 AC3264'AVENUE, GO 0.1 MILE EAST ON SWALLOW AVENUE TO THE MARK.  THE MARK
 AC3264'BEARS 39.9 FEET SOUTH OF THE CENTERLINE OF SWALLOW AVENUE, 80.9 FEET
 AC3264'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ISLAND CLUB
 AC3264'CONDOMINIUM, AND 1 FOOT WEST OF A CONCRETE POWER POLE AND METAL
 AC3264'WITNESS POST.
 AC3264
 AC3264                          STATION RECOVERY (1990)
 AC3264
 AC3264'RECOVERY NOTE BY US POWER SQUADRON 1990 (DW)
 AC3264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3259 ***********************************************************************
 AC3259  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3259  DESIGNATION -  872 4967 TIDAL 1
 AC3259  PID         -  AC3259
 AC3259  STATE/COUNTY-  FL/COLLIER
 AC3259  USGS QUAD   -  MARCO ISLAND (1995)
 AC3259
 AC3259                         *CURRENT SURVEY CONTROL
 AC3259  ___________________________________________________________________
 AC3259* NAD 83(1986)-  25 54 31.     (N)    081 43 39.     (W)     SCALED    
 AC3259* NAVD 88     -         2.252  (meters)       7.39   (feet)  ADJUSTED  
 AC3259  ___________________________________________________________________
 AC3259  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AC3259  DYNAMIC HT  -           2.248 (meters)       7.38  (feet)  COMP
 AC3259  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 AC3259
 AC3259  VERT ORDER  -  SECOND    CLASS I
 AC3259
 AC3259.The horizontal coordinates were scaled from a topographic map and have
 AC3259.an estimated accuracy of +/- 6 seconds.
 AC3259
 AC3259.The orthometric height was determined by differential leveling
 AC3259.and adjusted by the National Geodetic Survey in June 1991..
 AC3259
 AC3259.This Tidal Bench Mark is designated as VM 9733
 AC3259.by the Center for Operational Oceanographic Products and Services.
 AC3259
 AC3259.The geoid height was determined by GEOID03.
 AC3259
 AC3259.The dynamic height is computed by dividing the NAVD 88
 AC3259.geopotential number by the normal gravity value computed on the
 AC3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3259.degrees latitude (g = 980.6199 gals.).
 AC3259
 AC3259.The modeled gravity was interpolated from observed gravity values.
 AC3259
 AC3259;                    North         East    Units  Estimated Accuracy
 AC3259;SPC FL E     -   174,690.      127,110.      MT  (+/- 180 meters Scaled)
 AC3259
 AC3259                          SUPERSEDED SURVEY CONTROL
 AC3259
 AC3259  NGVD 29 (09/01/92)    2.651  (m)            8.70   (f) ADJUSTED    2 1
 AC3259
 AC3259.Superseded values are not recommended for survey control.
 AC3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3259.See file dsdata.txt to determine how the superseded data were derived.
 AC3259
 AC3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ271657(NAD 83)
 AC3259_MARKER: DJ = TIDAL STATION DISK
 AC3259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC3259_SP_SET: CONCRETE PAD
 AC3259_STAMPING: NO 1 1976
 AC3259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3259
 AC3259  HISTORY     - Date     Condition        Report By
 AC3259  HISTORY     - 1976     MONUMENTED       NOS
 AC3259  HISTORY     - 1979     GOOD             FLDNR
 AC3259  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3259
 AC3259                          STATION DESCRIPTION
 AC3259
 AC3259'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3259'2 MI SOUTH FROM MARCO.
 AC3259'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3259'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3259'PROPERTY. THE MARK BEARS 78 FEET EAST OF INSIDE EDGE OF SEAWALL, 42
 AC3259'FEET NORTHEAST OF LIGHT POLE NUMBER 51071A, 20.5 FEET SOUTH OF STEPS
 AC3259'TO WAREHOUSE BUILDING NUMBER 12906, AND 3 FEET WEST OF SOUTHWEST
 AC3259'CORNER OF WAREHOUSE BUILDING.
 AC3259
 AC3259                          STATION RECOVERY (1990)
 AC3259
 AC3259'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3261 ***********************************************************************
 AC3261  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3261  DESIGNATION -  872 4967 TIDAL 7
 AC3261  PID         -  AC3261
 AC3261  STATE/COUNTY-  FL/COLLIER
 AC3261  USGS QUAD   -  MARCO ISLAND (1995)
 AC3261
 AC3261                         *CURRENT SURVEY CONTROL
 AC3261  ___________________________________________________________________
 AC3261* NAD 83(1986)-  25 54 36.     (N)    081 43 28.     (W)     SCALED    
 AC3261* NAVD 88     -         1.211  (meters)       3.97   (feet)  ADJUSTED  
 AC3261  ___________________________________________________________________
 AC3261  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AC3261  DYNAMIC HT  -           1.209 (meters)       3.97  (feet)  COMP
 AC3261  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 AC3261
 AC3261  VERT ORDER  -  SECOND    CLASS I
 AC3261
 AC3261.The horizontal coordinates were scaled from a topographic map and have
 AC3261.an estimated accuracy of +/- 6 seconds.
 AC3261
 AC3261.The orthometric height was determined by differential leveling
 AC3261.and adjusted by the National Geodetic Survey in June 1991..
 AC3261
 AC3261.This Tidal Bench Mark is designated as VM 9735
 AC3261.by the Center for Operational Oceanographic Products and Services.
 AC3261
 AC3261.The geoid height was determined by GEOID03.
 AC3261
 AC3261.The dynamic height is computed by dividing the NAVD 88
 AC3261.geopotential number by the normal gravity value computed on the
 AC3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3261.degrees latitude (g = 980.6199 gals.).
 AC3261
 AC3261.The modeled gravity was interpolated from observed gravity values.
 AC3261
 AC3261;                    North         East    Units  Estimated Accuracy
 AC3261;SPC FL E     -   174,850.      127,420.      MT  (+/- 180 meters Scaled)
 AC3261
 AC3261                          SUPERSEDED SURVEY CONTROL
 AC3261
 AC3261  NGVD 29 (09/01/92)    1.610  (m)            5.28   (f) ADJUSTED    2 1
 AC3261
 AC3261.Superseded values are not recommended for survey control.
 AC3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3261.See file dsdata.txt to determine how the superseded data were derived.
 AC3261
 AC3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ274659(NAD 83)
 AC3261_MARKER: DJ = TIDAL STATION DISK
 AC3261_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3261_SP_SET: COPPER-CLAD STEEL ROD
 AC3261_STAMPING: NO 7 1976
 AC3261_MARK LOGO: NOS   
 AC3261_PROJECTION: FLUSH
 AC3261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3261_ROD/PIPE-DEPTH: 12.2 meters
 AC3261
 AC3261  HISTORY     - Date     Condition        Report By
 AC3261  HISTORY     - 1976     MONUMENTED       NOS
 AC3261  HISTORY     - 1979     GOOD             FLDNR
 AC3261  HISTORY     - 1984     GOOD             FLDNR
 AC3261  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3261  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3261
 AC3261                          STATION DESCRIPTION
 AC3261
 AC3261'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3261'2 MI SOUTH FROM MARCO.
 AC3261'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3261'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3261'PROPERTY. THE MARK BEARS 66 FEET WEST OF CENTERLINE OF PAVED ACCESS
 AC3261'ROAD FROM COLLIER BOULEVARD, 1.3 FEET SOUTH OF POWER POLE WITH WITNESS
 AC3261'SIGN, AND FLUSH WITH GROUND LEVEL.
 AC3261
 AC3261                          STATION RECOVERY (1984)
 AC3261
 AC3261'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3261'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  BEGIN AT THE
 AC3261'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3261'1.85 MILES SOUTHERLY ON COLLIER BOULEVARD TO A PAVED ROAD LEADING
 AC3261'SOUTH TO SOME ABANDONED WAREHOUSES, GO 0.1 MILE SOUTH ON THE PAVED
 AC3261'ROAD TO A 90-DEGREE TURN AND THE MARK.
 AC3261
 AC3261                          STATION RECOVERY (1990)
 AC3261
 AC3261'RECOVERY NOTE BY US POWER SQUADRON 1990 (SG)
 AC3261'MARK NOT FOUND.
 AC3261
 AC3261                          STATION RECOVERY (1990)
 AC3261
 AC3261'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3392 ***********************************************************************
 AC3392  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3392  DESIGNATION -  872 4979 A TIDAL
 AC3392  PID         -  AC3392
 AC3392  STATE/COUNTY-  FL/COLLIER
 AC3392  USGS QUAD   -  MARCO ISLAND (1995)
 AC3392
 AC3392                         *CURRENT SURVEY CONTROL
 AC3392  ___________________________________________________________________
 AC3392* NAD 83(1986)-  25 55 58.     (N)    081 39 20.     (W)     SCALED    
 AC3392* NAVD 88     -         0.738  (meters)       2.42   (feet)  ADJUSTED  
 AC3392  ___________________________________________________________________
 AC3392  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AC3392  DYNAMIC HT  -           0.736 (meters)       2.41  (feet)  COMP
 AC3392  MODELED GRAV-     979,034.7   (mgal)                       NAVD 88
 AC3392
 AC3392  VERT ORDER  -  SECOND    CLASS I
 AC3392
 AC3392.The horizontal coordinates were scaled from a topographic map and have
 AC3392.an estimated accuracy of +/- 6 seconds.
 AC3392
 AC3392.The orthometric height was determined by differential leveling
 AC3392.and adjusted by the National Geodetic Survey in June 1991..
 AC3392
 AC3392.This Tidal Bench Mark is designated as VM 9753
 AC3392.by the Center for Operational Oceanographic Products and Services.
 AC3392
 AC3392.The geoid height was determined by GEOID03.
 AC3392
 AC3392.The dynamic height is computed by dividing the NAVD 88
 AC3392.geopotential number by the normal gravity value computed on the
 AC3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3392.degrees latitude (g = 980.6199 gals.).
 AC3392
 AC3392.The modeled gravity was interpolated from observed gravity values.
 AC3392
 AC3392;                    North         East    Units  Estimated Accuracy
 AC3392;SPC FL E     -   177,330.      134,330.      MT  (+/- 180 meters Scaled)
 AC3392
 AC3392                          SUPERSEDED SURVEY CONTROL
 AC3392
 AC3392  NGVD 29 (09/01/92)    1.138  (m)            3.73   (f) ADJUSTED    2 1
 AC3392
 AC3392.Superseded values are not recommended for survey control.
 AC3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3392.See file dsdata.txt to determine how the superseded data were derived.
 AC3392
 AC3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ343684(NAD 83)
 AC3392_MARKER: DJ = TIDAL STATION DISK
 AC3392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3392_SP_SET: CONCRETE SEAWALL
 AC3392_STAMPING: 4979 A 1978
 AC3392_MARK LOGO: NOS   
 AC3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3392+STABILITY: SURFACE MOTION
 AC3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3392+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 AC3392
 AC3392  HISTORY     - Date     Condition        Report By
 AC3392  HISTORY     - 1978     MONUMENTED       NOS
 AC3392  HISTORY     - 1984     GOOD             FLDNR
 AC3392  HISTORY     - 1990     GOOD             USPSQD
 AC3392  HISTORY     - 1990     GOOD             USPSQD
 AC3392  HISTORY     - 20021123 GOOD             USPSQD
 AC3392
 AC3392                          STATION DESCRIPTION
 AC3392
 AC3392'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3392'4.85 MI ENE FROM MARCO ISLAND.
 AC3392'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3392'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3392'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS AT
 AC3392'THE SHIP AHOY MARINA ON THE NORTH SIDE OF THE BRIDGE, ON THE EAST WALL
 AC3392'OF THE BOAT RAMP, 28 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AC3392'TACKLE SHOP, AND 22 FEET SOUTHEAST OF THE BASE OF AN OLD SIGN.
 AC3392
 AC3392                          STATION RECOVERY (1990)
 AC3392
 AC3392'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3392'RECOVERED IN GOOD CONDITION.
 AC3392
 AC3392                          STATION RECOVERY (1990)
 AC3392
 AC3392'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AC3392'RECOVERED IN GOOD CONDITION.
 AC3392
 AC3392                          STATION RECOVERY (2002)
 AC3392
 AC3392'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3392'THE BENCH MARK IS SET IN THE CONCRETE SEA WALL ON THE EAST SIDE OF THE
 AC3392'MORAN'S BARGE MARINA BOAT RAMP.
 AC3392'DELETE REFERENCE TO UNION76 SIGN BASE. NOT FOUND.
 AC3392'DELETE REFERENCE TO BENCH MARK 4979 B 1978. NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3393 ***********************************************************************
 AC3393  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3393  DESIGNATION -  872 4979 B TIDAL
 AC3393  PID         -  AC3393
 AC3393  STATE/COUNTY-  FL/COLLIER
 AC3393  USGS QUAD   -  MARCO ISLAND (1995)
 AC3393
 AC3393                         *CURRENT SURVEY CONTROL
 AC3393  ___________________________________________________________________
 AC3393* NAD 83(1986)-  25 55 58.     (N)    081 39 20.     (W)     SCALED    
 AC3393* NAVD 88     -         0.822  (meters)       2.70   (feet)  ADJUSTED  
 AC3393  ___________________________________________________________________
 AC3393  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AC3393  DYNAMIC HT  -           0.821 (meters)       2.69  (feet)  COMP
 AC3393  MODELED GRAV-     979,034.7   (mgal)                       NAVD 88
 AC3393
 AC3393  VERT ORDER  -  SECOND    CLASS I
 AC3393
 AC3393.The horizontal coordinates were scaled from a topographic map and have
 AC3393.an estimated accuracy of +/- 6 seconds.
 AC3393
 AC3393.The orthometric height was determined by differential leveling
 AC3393.and adjusted by the National Geodetic Survey in June 1991..
 AC3393
 AC3393.This Tidal Bench Mark is designated as VM 9754
 AC3393.by the Center for Operational Oceanographic Products and Services.
 AC3393
 AC3393.The geoid height was determined by GEOID03.
 AC3393
 AC3393.The dynamic height is computed by dividing the NAVD 88
 AC3393.geopotential number by the normal gravity value computed on the
 AC3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3393.degrees latitude (g = 980.6199 gals.).
 AC3393
 AC3393.The modeled gravity was interpolated from observed gravity values.
 AC3393
 AC3393;                    North         East    Units  Estimated Accuracy
 AC3393;SPC FL E     -   177,330.      134,330.      MT  (+/- 180 meters Scaled)
 AC3393
 AC3393                          SUPERSEDED SURVEY CONTROL
 AC3393
 AC3393  NGVD 29 (09/01/92)    1.223  (m)            4.01   (f) ADJUSTED    2 1
 AC3393
 AC3393.Superseded values are not recommended for survey control.
 AC3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3393.See file dsdata.txt to determine how the superseded data were derived.
 AC3393
 AC3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ343684(NAD 83)
 AC3393_MARKER: DJ = TIDAL STATION DISK
 AC3393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3393_SP_SET: CONCRETE SEAWALL
 AC3393_STAMPING: 4979 B 1978
 AC3393_MARK LOGO: NOS   
 AC3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3393+STABILITY: SURFACE MOTION
 AC3393
 AC3393  HISTORY     - Date     Condition        Report By
 AC3393  HISTORY     - 1978     MONUMENTED       NOS
 AC3393  HISTORY     - 1984     GOOD             FLDNR
 AC3393  HISTORY     - 1990     GOOD             USPSQD
 AC3393  HISTORY     - 1990     GOOD             USPSQD
 AC3393  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AC3393
 AC3393                          STATION DESCRIPTION
 AC3393
 AC3393'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3393'4.85 MI ENE FROM MARCO ISLAND.
 AC3393'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3393'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3393'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS AT
 AC3393'THE SHIP AHOY MARINA ON THE NORTH SIDE OF THE BRIDGE, SET IN THE TOP
 AC3393'OF THE WEST WALL OF THE BOAT RAMP, 16.9 FEET SOUTH-SOUTHEAST OF THE
 AC3393'NORTHEAST CORNER OF THE TACKLE SHOP, AND 21.9 FEET SOUTH OF THE BASE
 AC3393'OF AN OLD SIGN.
 AC3393
 AC3393                          STATION RECOVERY (1990)
 AC3393
 AC3393'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3393'RECOVERED IN GOOD CONDITION.
 AC3393
 AC3393                          STATION RECOVERY (1990)
 AC3393
 AC3393'RECOVERY NOTE BY US POWER SQUADRON 1990 (JPY)
 AC3393'RECOVERED IN GOOD CONDITION.
 AC3393
 AC3393                          STATION RECOVERY (2002)
 AC3393
 AC3393'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3393'CONCRETE WALKWAYS APPEAR TO HAVE BEEN PLACED ON THE SEAWALL SINCE LAST
 AC3393'REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3395 ***********************************************************************
 AC3395  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3395  DESIGNATION -  872 4979 C TIDAL
 AC3395  PID         -  AC3395
 AC3395  STATE/COUNTY-  FL/COLLIER
 AC3395  USGS QUAD   -  MARCO ISLAND (1995)
 AC3395
 AC3395                         *CURRENT SURVEY CONTROL
 AC3395  ___________________________________________________________________
 AC3395* NAD 83(1986)-  25 55 56.     (N)    081 39 20.     (W)     SCALED    
 AC3395* NAVD 88     -         1.624  (meters)       5.33   (feet)  ADJUSTED  
 AC3395  ___________________________________________________________________
 AC3395  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AC3395  DYNAMIC HT  -           1.621 (meters)       5.32  (feet)  COMP
 AC3395  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AC3395
 AC3395  VERT ORDER  -  SECOND    CLASS I
 AC3395
 AC3395.The horizontal coordinates were scaled from a topographic map and have
 AC3395.an estimated accuracy of +/- 6 seconds.
 AC3395
 AC3395.The orthometric height was determined by differential leveling
 AC3395.and adjusted by the National Geodetic Survey in June 1991..
 AC3395
 AC3395.This Tidal Bench Mark is designated as VM 9755
 AC3395.by the Center for Operational Oceanographic Products and Services.
 AC3395
 AC3395.The geoid height was determined by GEOID03.
 AC3395
 AC3395.The dynamic height is computed by dividing the NAVD 88
 AC3395.geopotential number by the normal gravity value computed on the
 AC3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3395.degrees latitude (g = 980.6199 gals.).
 AC3395
 AC3395.The modeled gravity was interpolated from observed gravity values.
 AC3395
 AC3395;                    North         East    Units  Estimated Accuracy
 AC3395;SPC FL E     -   177,270.      134,330.      MT  (+/- 180 meters Scaled)
 AC3395
 AC3395                          SUPERSEDED SURVEY CONTROL
 AC3395
 AC3395  NGVD 29 (09/01/92)    2.024  (m)            6.64   (f) ADJUSTED    2 1
 AC3395
 AC3395.Superseded values are not recommended for survey control.
 AC3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3395.See file dsdata.txt to determine how the superseded data were derived.
 AC3395
 AC3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ343683(NAD 83)
 AC3395_MARKER: DJ = TIDAL STATION DISK
 AC3395_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC3395_SP_SET: GALVANIZED STEEL ROD
 AC3395_STAMPING: 4979 C 1978
 AC3395_MARK LOGO: NOS   
 AC3395_PROJECTION: PROJECTING 3 CENTIMETERS
 AC3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3395+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 AC3395_ROD/PIPE-DEPTH: 7.32 meters
 AC3395
 AC3395  HISTORY     - Date     Condition        Report By
 AC3395  HISTORY     - 1978     MONUMENTED       NOS
 AC3395  HISTORY     - 1984     GOOD             FLDNR
 AC3395  HISTORY     - 1990     GOOD             USPSQD
 AC3395  HISTORY     - 1990     GOOD             USPSQD
 AC3395  HISTORY     - 20021123 GOOD             USPSQD
 AC3395
 AC3395                          STATION DESCRIPTION
 AC3395
 AC3395'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3395'4.85 MI ENE FROM MARCO ISLAND.
 AC3395'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3395'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3395'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS UNDER
 AC3395'THE BRIDGE, 1 FOOT SOUTH OF THE SOUTH PILING OF THE WESTERNMOST GROUP
 AC3395'OF PILINGS SUPPORTING THE BRIDGE, 26.1 FEET EAST OF THE CENTERLINE OF
 AC3395'A PAVED ROAD (UNDER THE BRIDGE) THAT LEADS TO THE SHIP AHOY MARINA,
 AC3395'AND 1 FOOT SOUTH OF A WITNESS POST.
 AC3395
 AC3395                          STATION RECOVERY (1990)
 AC3395
 AC3395'RECOVERY NOTE BY US POWER SQUADRON 1990 (BHS)
 AC3395'RECOVERED IN GOOD CONDITION.
 AC3395
 AC3395                          STATION RECOVERY (1990)
 AC3395
 AC3395'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3395'RECOVERED IN GOOD CONDITION.
 AC3395
 AC3395                          STATION RECOVERY (2002)
 AC3395
 AC3395'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3395'IN DESCRIPTION CHANGE NAME OF MARINA FROM SHIP AHOY MARINA TO MORAN'S
 AC3395'BARGE MARINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3396 ***********************************************************************
 AC3396  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3396  DESIGNATION -  872 4979 E TIDAL
 AC3396  PID         -  AC3396
 AC3396  STATE/COUNTY-  FL/COLLIER
 AC3396  USGS QUAD   -  MARCO ISLAND (1995)
 AC3396
 AC3396                         *CURRENT SURVEY CONTROL
 AC3396  ___________________________________________________________________
 AC3396* NAD 83(1986)-  25 55 54.     (N)    081 39 20.     (W)     SCALED    
 AC3396* NAVD 88     -         0.899  (meters)       2.95   (feet)  ADJUSTED  
 AC3396  ___________________________________________________________________
 AC3396  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AC3396  DYNAMIC HT  -           0.898 (meters)       2.95  (feet)  COMP
 AC3396  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AC3396
 AC3396  VERT ORDER  -  SECOND    CLASS I
 AC3396
 AC3396.The horizontal coordinates were scaled from a topographic map and have
 AC3396.an estimated accuracy of +/- 6 seconds.
 AC3396
 AC3396.The orthometric height was determined by differential leveling
 AC3396.and adjusted by the National Geodetic Survey in June 1991..
 AC3396
 AC3396.This Tidal Bench Mark is designated as VM 9756
 AC3396.by the Center for Operational Oceanographic Products and Services.
 AC3396
 AC3396.The geoid height was determined by GEOID03.
 AC3396
 AC3396.The dynamic height is computed by dividing the NAVD 88
 AC3396.geopotential number by the normal gravity value computed on the
 AC3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3396.degrees latitude (g = 980.6199 gals.).
 AC3396
 AC3396.The modeled gravity was interpolated from observed gravity values.
 AC3396
 AC3396;                    North         East    Units  Estimated Accuracy
 AC3396;SPC FL E     -   177,210.      134,330.      MT  (+/- 180 meters Scaled)
 AC3396
 AC3396                          SUPERSEDED SURVEY CONTROL
 AC3396
 AC3396  NGVD 29 (09/01/92)    1.299  (m)            4.26   (f) ADJUSTED    2 1
 AC3396
 AC3396.Superseded values are not recommended for survey control.
 AC3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3396.See file dsdata.txt to determine how the superseded data were derived.
 AC3396
 AC3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ343682(NAD 83)
 AC3396_MARKER: DJ = TIDAL STATION DISK
 AC3396_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC3396_SP_SET: GALVANIZED STEEL ROD
 AC3396_STAMPING: 4979 E 1978
 AC3396_MARK LOGO: NOS   
 AC3396_PROJECTION: RECESSED 10 CENTIMETERS
 AC3396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3396_ROD/PIPE-DEPTH: 6.71 meters
 AC3396
 AC3396  HISTORY     - Date     Condition        Report By
 AC3396  HISTORY     - 1978     MONUMENTED       NOS
 AC3396  HISTORY     - 1984     GOOD             FLDNR
 AC3396  HISTORY     - 1990     GOOD             USPSQD
 AC3396  HISTORY     - 1990     GOOD             USPSQD
 AC3396
 AC3396                          STATION DESCRIPTION
 AC3396
 AC3396'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3396'4.85 MI ENE FROM MARCO ISLAND.
 AC3396'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3396'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3396'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK BEARS
 AC3396'ABOUT 200 FEET SOUTH OF THE BRIDGE, 87 FEET SOUTHEAST OF THE JUNCTION
 AC3396'OF THE DRIVE TO THE SHIP AHOY MARINA AND COUNTY ROAD 892 (GOODLAND
 AC3396'ROAD), 3 FEET EAST OF, AND UNDER THE GRAVEL AROUND, A SMALL MONUMENT
 AC3396'TO OLD GOODLAND ROAD, 39.1 FEET SOUTH OF A CONCRETE POWER POLE, AND
 AC3396'1.5 FEET EAST OF A WITNESS POST.
 AC3396
 AC3396                          STATION RECOVERY (1990)
 AC3396
 AC3396'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3396'RECOVERED IN GOOD CONDITION.
 AC3396
 AC3396                          STATION RECOVERY (1990)
 AC3396
 AC3396'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 AC3396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3394 ***********************************************************************
 AC3394  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3394  DESIGNATION -  872 4979 F TIDAL
 AC3394  PID         -  AC3394
 AC3394  STATE/COUNTY-  FL/COLLIER
 AC3394  USGS QUAD   -  MARCO ISLAND (1995)
 AC3394
 AC3394                         *CURRENT SURVEY CONTROL
 AC3394  ___________________________________________________________________
 AC3394* NAD 83(1986)-  25 55 56.     (N)    081 39 17.     (W)     SCALED    
 AC3394* NAVD 88     -         0.828  (meters)       2.72   (feet)  ADJUSTED  
 AC3394  ___________________________________________________________________
 AC3394  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AC3394  DYNAMIC HT  -           0.826 (meters)       2.71  (feet)  COMP
 AC3394  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AC3394
 AC3394  VERT ORDER  -  SECOND    CLASS I
 AC3394
 AC3394.The horizontal coordinates were scaled from a topographic map and have
 AC3394.an estimated accuracy of +/- 6 seconds.
 AC3394
 AC3394.The orthometric height was determined by differential leveling
 AC3394.and adjusted by the National Geodetic Survey in June 1991..
 AC3394
 AC3394.This Tidal Bench Mark is designated as VM 9757
 AC3394.by the Center for Operational Oceanographic Products and Services.
 AC3394
 AC3394.The geoid height was determined by GEOID03.
 AC3394
 AC3394.The dynamic height is computed by dividing the NAVD 88
 AC3394.geopotential number by the normal gravity value computed on the
 AC3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3394.degrees latitude (g = 980.6199 gals.).
 AC3394
 AC3394.The modeled gravity was interpolated from observed gravity values.
 AC3394
 AC3394;                    North         East    Units  Estimated Accuracy
 AC3394;SPC FL E     -   177,270.      134,420.      MT  (+/- 180 meters Scaled)
 AC3394
 AC3394                          SUPERSEDED SURVEY CONTROL
 AC3394
 AC3394  NGVD 29 (09/01/92)    1.228  (m)            4.03   (f) ADJUSTED    2 1
 AC3394
 AC3394.Superseded values are not recommended for survey control.
 AC3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3394.See file dsdata.txt to determine how the superseded data were derived.
 AC3394
 AC3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ344683(NAD 83)
 AC3394_MARKER: DJ = TIDAL STATION DISK
 AC3394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3394_SP_SET: BRIDGE PIER FOUNDATION
 AC3394_STAMPING: 4979 F 1978
 AC3394_MARK LOGO: NOS   
 AC3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3394+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 AC3394
 AC3394  HISTORY     - Date     Condition        Report By
 AC3394  HISTORY     - 1978     MONUMENTED       NOS
 AC3394  HISTORY     - 1984     GOOD             FLDNR
 AC3394  HISTORY     - 1990     GOOD             USPSQD
 AC3394  HISTORY     - 1990     GOOD             USPSQD
 AC3394  HISTORY     - 20021123 GOOD             USPSQD
 AC3394
 AC3394                          STATION DESCRIPTION
 AC3394
 AC3394'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3394'4.85 MI ENE FROM MARCO ISLAND.
 AC3394'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3394'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3394'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS UNDER
 AC3394'THE BRIDGE, SET IN THE SOUTHWEST CORNER OF THE BASE OF THE WESTERNMOST
 AC3394'CONCRETE BRIDGE PIER THAT IS IN THE WATER, AND 58.5 FEET NORTH OF THE
 AC3394'NORTH SIDE OF THE OLD WOODEN BRIDGE.
 AC3394'THE MARK IS 2 FT ABOVE MEAN HIGH WATER LINE.
 AC3394
 AC3394                          STATION RECOVERY (1990)
 AC3394
 AC3394'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBM)
 AC3394'RECOVERED IN GOOD CONDITION.
 AC3394
 AC3394                          STATION RECOVERY (1990)
 AC3394
 AC3394'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3394'RECOVERED IN GOOD CONDITION.
 AC3394
 AC3394                          STATION RECOVERY (2002)
 AC3394
 AC3394'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7622 ***********************************************************************
 AA7622  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7622  DESIGNATION -  872 4991 A TIDAL
 AA7622  PID         -  AA7622
 AA7622  STATE/COUNTY-  FL/COLLIER
 AA7622  USGS QUAD   -  MARCO ISLAND (1995)
 AA7622
 AA7622                         *CURRENT SURVEY CONTROL
 AA7622  ___________________________________________________________________
 AA7622* NAD 83(1986)-  25 58 21.6    (N)    081 43 40.0    (W)     HD_HELD2  
 AA7622* NAVD 88     -         2.109  (meters)       6.92   (feet)  ADJUSTED  
 AA7622  ___________________________________________________________________
 AA7622  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AA7622  DYNAMIC HT  -           2.105 (meters)       6.91  (feet)  COMP
 AA7622  MODELED GRAV-     979,038.9   (mgal)                       NAVD 88
 AA7622
 AA7622  VERT ORDER  -  FIRST     CLASS II
 AA7622
 AA7622.The horizontal coordinates were established by autonomous hand held GPS
 AA7622.observations and have an estimated accuracy of +/- 10 meters.
 AA7622
 AA7622.The orthometric height was determined by differential leveling
 AA7622.and adjusted by the National Geodetic Survey in January 2002..
 AA7622.No vertical observational check was made to the station.
 AA7622
 AA7622.This Tidal Bench Mark is designated as VM 9758
 AA7622.by the Center for Operational Oceanographic Products and Services.
 AA7622
 AA7622.The geoid height was determined by GEOID03.
 AA7622
 AA7622.The dynamic height is computed by dividing the NAVD 88
 AA7622.geopotential number by the normal gravity value computed on the
 AA7622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7622.degrees latitude (g = 980.6199 gals.).
 AA7622
 AA7622.The modeled gravity was interpolated from observed gravity values.
 AA7622
 AA7622;                    North         East    Units  Estimated Accuracy
 AA7622;SPC FL E     -   181,790.      127,123.      MT  (+/- 10 meters HH2 GPS)
 AA7622
 AA7622                          SUPERSEDED SURVEY CONTROL
 AA7622
 AA7622  NAVD 88 (12/19/96)    2.111  (m)            6.93   (f) UNKNOWN     2 1
 AA7622
 AA7622.Superseded values are not recommended for survey control.
 AA7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7622.See file dsdata.txt to determine how the superseded data were derived.
 AA7622
 AA7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2714872859(NAD 83)
 AA7622_MARKER: DJ = TIDAL STATION DISK
 AA7622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA7622_STAMPING: 4991 A 1989
 AA7622_MARK LOGO: NOS   
 AA7622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7622+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002
 AA7622
 AA7622  HISTORY     - Date     Condition        Report By
 AA7622  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7622  HISTORY     - 19910801 GOOD             FLDNR
 AA7622  HISTORY     - 20010702 GOOD             LDBLS
 AA7622  HISTORY     - 20020318 GOOD             MAPTEC
 AA7622
 AA7622                          STATION DESCRIPTION
 AA7622
 AA7622'DESCRIBED BY FL DEPT OF NAT RES 1991 (RLM)
 AA7622'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND NEAR THE
 AA7622'NORTH END OF BALD EAGLE DRIVE AND SOUTH OF THE SNOOK INN RESTAURANT,
 AA7622'IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO REACH THE BENCHMARK FROM
 AA7622'THE INTERSECTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AA7622'BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST ON STATE ROAD 951
 AA7622'(COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF STATE
 AA7622'ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD C-953 (BALD EAGLE DRIVE),
 AA7622'TURN LEFT AND GO NORTH ON COUNTY ROAD C-953 (BALD EAGLE DRIVE) FOR 1.3
 AA7622'MI (2.1 KM) TO THE DOXEE SEAFOOD STORE AND THE MARK ON THE RIGHT. THE
 AA7622'MARK IS 69.0 FT (21.0 M) NORTHEAST OF THE DOXEE SEAFOOD STORE, 66.1 FT
 AA7622'(20.1 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE SNOOK INN
 AA7622'MOTEL AND 9.6 FT (2.9 M) NORTH-NORTHEAST OF A THREE TRUNKED TREE.
 AA7622
 AA7622                          STATION RECOVERY (2001)
 AA7622
 AA7622'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7622'THE MARK IS ABOUT 27.0 KM (16.8 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7622'ISLAND, AT
 AA7622'THE NORTH END OF BALD EAGLE DRIVE. IN SECTION 5, TOWNSHIP 52 SOUTH,
 AA7622'RANGE 26
 AA7622'EAST COLLIER COUNTY FLORIDA. OWNERSHIP- MARCO RESORT, 1202 BALD EAGLE
 AA7622'DRIVE,
 AA7622' 
 AA7622'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7622'951 (I- 75
 AA7622'EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1 KM (6.9 MI)
 AA7622'TO THE
 AA7622'INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL) PROCEED SOUTH ON STATE
 AA7622'ROAD NO.
 AA7622'951 11.2 KM (6.95 MI) TO THE CENTER OF THE MARCO PASS BRIDGE NO.
 AA7622'030148 (JUDGE
 AA7622'S.S. JOLLEY BRIDGE, OVER MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG
 AA7622'STATE
 AA7622'ROAD NO. 951 (COLLIER BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH
 AA7622'BALD
 AA7622'EAGLE DRIVE, TURN RIGHT AND GO NORTHWEST 2.1 KM (1.33 MI) TO THE END
 AA7622'OF THE
 AA7622'BALD EAGLE DRIVE AND THE MARK ON THE RIGHT.
 AA7622' 
 AA7622'THE MARK IS A ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND WITH A BRONZE
 AA7622'DISK
 AA7622'RECESSED 0.09 M (0.3 FT) BELOW THE TOP OF A PVC PIPE SLEEVE, THE TOP
 AA7622'OF THE
 AA7622'SLEEVE IS RECESSED 0.06 M (0.2 FT) BELOW THE LEVEL OF THE GROUND, AND
 AA7622'ABOUT THE
 AA7622'SAME LEVEL AS BALD EAGLE DRIVE,  42.67 M (140.0 FT) NORTHEAST OF THE
 AA7622'CENTERLINE
 AA7622'OF BALD EAGLE DRIVE, 19.51 M (64.0 FT) NORTHWEST OF THE EXTENDED
 AA7622'CENTERLINE OF
 AA7622'PALM STREET, 17.37 M (57.0 FT) SOUTHEAST OF DRIVEWAY LEADING INTO THE
 AA7622'SNOOK INN
 AA7622'RESTAURANT AND BAR, 0.67 M (2.2 FT) NORTHEAST OF THE NORTHEAST CORNER
 AA7622'OF A PRIVATE
 AA7622'ASPHALT PARKING AREA, AND 2.99 M (9.8 FT) NORTHWEST OF A THREE TRUCKED
 AA7622'TREE.
 AA7622' 
 AA7622'NOTE - A MAGNET WAS BURIED 0.06 M (0.2 FT) BELOW THE TOP OF THE
 AA7622'SLEEVE, 0.24 M
 AA7622'(0.8 FT) EAST OF THE MARK.
 AA7622' 
 AA7622' 
 AA7622'
 AA7622
 AA7622                          STATION RECOVERY (2002)
 AA7622
 AA7622'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AA7622'RECOVERED AS DESCRIBED.
 AA7622'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7623 ***********************************************************************
 AA7623  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7623  DESIGNATION -  872 4991 B TIDAL
 AA7623  PID         -  AA7623
 AA7623  STATE/COUNTY-  FL/COLLIER
 AA7623  USGS QUAD   -  MARCO ISLAND (1995)
 AA7623
 AA7623                         *CURRENT SURVEY CONTROL
 AA7623  ___________________________________________________________________
 AA7623* NAD 83(1986)-  25 58 16.0    (N)    081 43 41.5    (W)     HD_HELD2  
 AA7623* NAVD 88     -         1.711  (meters)       5.61   (feet)  ADJUSTED  
 AA7623  ___________________________________________________________________
 AA7623  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AA7623  DYNAMIC HT  -           1.708 (meters)       5.60  (feet)  COMP
 AA7623  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 AA7623
 AA7623  VERT ORDER  -  FIRST     CLASS II
 AA7623
 AA7623.The horizontal coordinates were established by autonomous hand held GPS
 AA7623.observations and have an estimated accuracy of +/- 10 meters.
 AA7623
 AA7623.The orthometric height was determined by differential leveling
 AA7623.and adjusted by the National Geodetic Survey in December 1996..
 AA7623
 AA7623.This Tidal Bench Mark is designated as VM 9759
 AA7623.by the Center for Operational Oceanographic Products and Services.
 AA7623
 AA7623.The geoid height was determined by GEOID03.
 AA7623
 AA7623.The dynamic height is computed by dividing the NAVD 88
 AA7623.geopotential number by the normal gravity value computed on the
 AA7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7623.degrees latitude (g = 980.6199 gals.).
 AA7623
 AA7623.The modeled gravity was interpolated from observed gravity values.
 AA7623
 AA7623;                    North         East    Units  Estimated Accuracy
 AA7623;SPC FL E     -   181,617.      127,080.      MT  (+/- 10 meters HH2 GPS)
 AA7623
 AA7623                          SUPERSEDED SURVEY CONTROL
 AA7623
 AA7623.No superseded survey control is available for this station.
 AA7623
 AA7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2710572687(NAD 83)
 AA7623_MARKER: DJ = TIDAL STATION DISK
 AA7623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA7623_STAMPING: 4991 B 1989
 AA7623_MARK LOGO: NOS   
 AA7623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7623+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2001
 AA7623
 AA7623  HISTORY     - Date     Condition        Report By
 AA7623  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7623  HISTORY     - 19900801 GOOD             FLDNR
 AA7623  HISTORY     - 20010702 GOOD             LDBLS
 AA7623
 AA7623                          STATION DESCRIPTION
 AA7623
 AA7623'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7623'BENCHMARK LOCATED AT THE NORTHERN END OF MARCO ISLAND NEAR THE NORTH
 AA7623'END OF BALD EAGLE DRIVE, IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO
 AA7623'REACH THE BENCHMARK FROM THE INTERSECTION OF STATE ROAD 92 AND STATE
 AA7623'ROAD 951 (COLLIER BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST
 AA7623'ON STATE ROAD 951 (COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE
 AA7623'INTERSECTION OF STATE ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD
 AA7623'C-953 (BALD EAGLE DRIVE), TURN LEFT AND GO NORTH ON COUNTY ROAD C-953
 AA7623'(BALD EAGLE DRIVE) FOR 1.25 MI (2.01 KM) TO THE ENTRANCE TO THE MARCO
 AA7623'VISTA APARTMENTS AT 1128 BALD EAGLE DRIVE AND THE MARK ON THE LEFT,
 AA7623'114.8 FT (35.0 M) NORTH OF THE DRIVEWAY TO THE MARCO VISTA APARTMENTS,
 AA7623'16.5 FT (5.0 M) SOUTH OF THE EXTENDED CENTERLINE OF TAMPA PLACE ROAD
 AA7623'AND 10.4 FT (3.2 M) SOUTH OF A HISTORIC ROCK MONUMENT OF CAPTAIN
 AA7623'WILLIAM D. COLLINS.
 AA7623
 AA7623                          STATION RECOVERY (2001)
 AA7623
 AA7623'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7623'THE MARK IS ABOUT 26.9 KM (16.7 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7623'ISLAND,
 AA7623'ALONG BALD EAGLE DRIVE. IN SECTION 5, TOWNSHIP 52 SOUTH, RANGE 26 EAST
 AA7623'COLLIER
 AA7623'COUNTY FLORIDA. OWNERSHIP- COLLIER COUNTY
 AA7623' 
 AA7623'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7623'951 (I-75
 AA7623'EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1 KM (6.9 MI)
 AA7623'TO THE
 AA7623'INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL) PROCEED SOUTH ON STATE
 AA7623'ROAD NO.
 AA7623'951 11.2 KM (6.95 MI) TO THE CENTER OF THE  MARCO PASS BRIDGE NO.
 AA7623'030148
 AA7623'(JUDGE S.S. JOLLEY BRIDGE, OVER MARCO RIVER), CONTINUE SOUTH-SOUTHWEST
 AA7623'ALONG
 AA7623'STATE ROAD 951 (COLLIER BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION
 AA7623'WITH BALD
 AA7623'EAGLE DRIVE, TURN RIGHT AND GO NORTHWEST 1.9 KM (1.2 MI) TO THE NORTH
 AA7623'END OF
 AA7623'THE MARCO VISTA APARTMENTS AT 1128 BALD EAGLE DRIVE AND THE MARK ON
 AA7623'THE LEFT.
 AA7623' 
 AA7623'THE MARK IS A ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND WITH A BRONZE
 AA7623'DISK
 AA7623'RECESSED 0.02 M (0.08 FT) BELOW THE TOP OF A 5 INCH DIAMETER PVC PIPE
 AA7623'SLEEVE, THE TOP
 AA7623'OF THE SLEEVE IS RECESSED 0.06 M (0.2 FT) BELOW THE LEVEL OF THE
 AA7623'GROUND, AND
 AA7623'ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF BALD EAGLE DRIVE, 8.99 M
 AA7623'(29.5 FT)
 AA7623'SOUTHWEST OF THE CENTERLINE OF BALD EAGLE DRIVE, 3.17 M (10.4 FT)
 AA7623'NORTHWEST OF
 AA7623'A HISTORIC ROCK MONUMENT OF CAPTAIN WILLIAM D. COLLIER, 34.90 M (114.5
 AA7623'FT)
 AA7623'NORTHWEST OF THE CENTER OF THE ASPHALT DRIVEWAY INTO THE MARCO VISTA
 AA7623'APARTMENTS AND 49.23 M (161.5 FT) SOUTHEAST OF THE EXTENDED CENTERLINE
 AA7623'OF
 AA7623'TAMPA PLACE (AN ASPHALT DRIVEWAY ON THE EASTERLY SIDE OF BALD EAGLE
 AA7623'DRIVE).
 AA7623' 
 AA7623'NOTE - A MAGNET WAS BURIED 0.06 M (0.2 FT) BELOW THE TOP OF THE
 AA7623'SLEEVE, 0.24 M
 AA7623'(0.8 FT) EAST OF THE MARK.
 AA7623' 
 AA7623' 
 AA7623' 
 AA7623'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7624 ***********************************************************************
 AA7624  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7624  DESIGNATION -  872 4991 C TIDAL
 AA7624  PID         -  AA7624
 AA7624  STATE/COUNTY-  FL/COLLIER
 AA7624  USGS QUAD   -  MARCO ISLAND (1995)
 AA7624
 AA7624                         *CURRENT SURVEY CONTROL
 AA7624  ___________________________________________________________________
 AA7624* NAD 83(1986)-  25 57 42.8    (N)    081 43 40.1    (W)     HD_HELD2  
 AA7624* NAVD 88     -         1.353  (meters)       4.44   (feet)  ADJUSTED  
 AA7624  ___________________________________________________________________
 AA7624  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AA7624  DYNAMIC HT  -           1.351 (meters)       4.43  (feet)  COMP
 AA7624  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 AA7624
 AA7624  VERT ORDER  -  FIRST     CLASS II
 AA7624
 AA7624.The horizontal coordinates were established by autonomous hand held GPS
 AA7624.observations and have an estimated accuracy of +/- 10 meters.
 AA7624
 AA7624.The orthometric height was determined by differential leveling
 AA7624.and adjusted by the National Geodetic Survey in January 2002..
 AA7624
 AA7624.This Tidal Bench Mark is designated as VM 9760
 AA7624.by the Center for Operational Oceanographic Products and Services.
 AA7624
 AA7624.The geoid height was determined by GEOID03.
 AA7624
 AA7624.The dynamic height is computed by dividing the NAVD 88
 AA7624.geopotential number by the normal gravity value computed on the
 AA7624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7624.degrees latitude (g = 980.6199 gals.).
 AA7624
 AA7624.The modeled gravity was interpolated from observed gravity values.
 AA7624
 AA7624;                    North         East    Units  Estimated Accuracy
 AA7624;SPC FL E     -   180,596.      127,113.      MT  (+/- 10 meters HH2 GPS)
 AA7624
 AA7624                          SUPERSEDED SURVEY CONTROL
 AA7624
 AA7624  NAVD 88 (12/19/96)    1.385  (m)            4.54   (f) UNKNOWN     2 1
 AA7624
 AA7624.Superseded values are not recommended for survey control.
 AA7624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7624.See file dsdata.txt to determine how the superseded data were derived.
 AA7624
 AA7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2713871666(NAD 83)
 AA7624_MARKER: DJ = TIDAL STATION DISK
 AA7624_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA7624+WITH SETTING: PAVEMENT
 AA7624_SP_SET: SIGN FOUNDATION
 AA7624_STAMPING: 4991 C 1989
 AA7624_MARK LOGO: NOS   
 AA7624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7624+STABILITY: SURFACE MOTION
 AA7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7624+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002
 AA7624
 AA7624  HISTORY     - Date     Condition        Report By
 AA7624  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7624  HISTORY     - 19900801 GOOD             FLDNR
 AA7624  HISTORY     - 20010701 GOOD             LDBLS
 AA7624  HISTORY     - 20020318 GOOD             MAPTEC
 AA7624
 AA7624                          STATION DESCRIPTION
 AA7624
 AA7624'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7624'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND, WEST OF
 AA7624'THE MARCO RIVER MARINA, IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO
 AA7624'REACH THE BENCHMARK FROM THE INTERSECTION OF STATE ROAD 92 AND STATE
 AA7624'ROAD 951 (COLLIER BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST
 AA7624'ON STATE ROAD 951 (COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE
 AA7624'INTERSECTION OF STATE ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD
 AA7624'C-953 (BALD EAGLE DRIVE), TURN LEFT AND GO NORTH ON COUNTY ROAD C-953
 AA7624'(BALD EAGLE DRIVE) FOR 0.55 MI (0.89 KM) TO THE MARCO RIVER MARINE
 AA7624'STORE AND MARINA AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 AA7624'CONCRETE BASE THAT SUPPORTS THE SIGN FOR THE MARCO RIVER MARINE STORE,
 AA7624'59.6 FT (18.2 M) EAST OF THE CENTERLINE OF BALD EAGLE DRIVE, 23.3 FT
 AA7624'(7.1 M) SOUTH OF TWO PALM TREES AND 55.0 FT (16.8 M) WEST OF THE MARCO
 AA7624'RIVER MARINE STORE.
 AA7624
 AA7624                          STATION RECOVERY (2001)
 AA7624
 AA7624'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7624'THE MARK IS ABOUT 25.8 KM (16.05 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7624'ISLAND,
 AA7624'ALONG BALD EAGLE DRIVE. IN SECTION 8, TOWNSHIP 52 SOUTH, RANGE 26 EAST
 AA7624'COLLIER
 AA7624'COUNTY FLORIDA. OWNERSHIP- MARCO RIVER MARINA, 951 BALD EAGLE DRIVE
 AA7624' 
 AA7624'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7624'951 (I- 75
 AA7624'EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1 KM (6.9 MI)
 AA7624'TO THE
 AA7624'INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL) PROCEED SOUTH ON STATE
 AA7624'ROAD NO.
 AA7624'951 11.2 KM (6.95 MI) TO THE CENTER OF THE  MARCO PASS BRIDGE NO.
 AA7624'030148
 AA7624'(JUDGE S.S. JOLLEY BRIDGE, OVER MARCO RIVER), CONTINUE SOUTH-SOUTHWEST
 AA7624'ALONG
 AA7624'STATE ROAD 951 (COLLIER BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION
 AA7624'WITH BALD
 AA7624'EAGLE DRIVE, TURN RIGHT AND GO NORTHWEST 0.9 KM (0.55 MI) ALONG BALD
 AA7624'EAGLE
 AA7624'DRIVE TO MARCO RIVER MARINA AND THE MARK ON THE RIGHT.
 AA7624' 
 AA7624'THE MARK IS SET FLUSH ON TOP OF A CONCRETE FOUNDATION (OLD SIGN
 AA7624'FOUNDATION,
 AA7624'SIGN HAS BEEN RELOCATED), ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF THE
 AA7624'GROUND,
 AA7624'AND ABOUT THE SAME LEVEL AS  BALD EAGLE DRIVE, 18.20 M (59.7 FT)
 AA7624'NORTHEAST OF
 AA7624'THE CENTERLINE OF BALD EAGLE DRIVE, 4.51 M (14.8 FT) EAST OF THE
 AA7624'EASTERLY EDGE
 AA7624'OF A 1.5 M (5 FT) WIDE ASPHALT WALK, 2.50 M (8.2 FT) EAST OF A (3)
 AA7624'RAIL WHITE
 AA7624'VINYL PLANK, 37.37 M (122.6 FT) NORTHWEST OF THE CENTER OF THE ASPHALT
 AA7624'EXIT
 AA7624'DRIVEWAY, ON THE SOUTHERLY SIDE OF THE MARINA, 50.29 M (165.0 FT)
 AA7624'SOUTHEAST OF
 AA7624'THE CENTER OF THE ASPHALT ENTRANCE DRIVEWAY ON THE NORTHERLY SIDE OF
 AA7624'THE
 AA7624'MARINA, AND 4.15 M (13.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AA7624'NEW
 AA7624'CONCRETE FOUNDATION SUPPORTING THE MARCO RIVER MARINA SIGN.
 AA7624' 
 AA7624' 
 AA7624'
 AA7624
 AA7624                          STATION RECOVERY (2002)
 AA7624
 AA7624'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AA7624'RECOVERED AS DESCRIBED.
 AA7624'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7625 ***********************************************************************
 AA7625  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7625  DESIGNATION -  872 4991 D TIDAL
 AA7625  PID         -  AA7625
 AA7625  STATE/COUNTY-  FL/COLLIER
 AA7625  USGS QUAD   -  MARCO ISLAND (1995)
 AA7625
 AA7625                         *CURRENT SURVEY CONTROL
 AA7625  ___________________________________________________________________
 AA7625* NAD 83(1999)-  25 57 35.11914(N)    081 43 37.95029(W)     ADJUSTED  
 AA7625* NAVD 88     -         0.653  (meters)       2.14   (feet)  ADJUSTED  
 AA7625  ___________________________________________________________________
 AA7625  X           -     825,656.230 (meters)                     COMP
 AA7625  Y           -  -5,678,544.381 (meters)                     COMP
 AA7625  Z           -   2,775,044.012 (meters)                     COMP
 AA7625  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AA7625  ELLIP HEIGHT-         -22.55  (meters)          (12/09/02) GPS OBS
 AA7625  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AA7625  DYNAMIC HT  -           0.652 (meters)       2.14  (feet)  COMP
 AA7625  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AA7625
 AA7625  HORZ ORDER  -  A
 AA7625  VERT ORDER  -  FIRST     CLASS II
 AA7625  ELLP ORDER  -  FOURTH    CLASS I
 AA7625
 AA7625.The horizontal coordinates were established by GPS observations
 AA7625.and adjusted by the National Geodetic Survey in December 2002..
 AA7625
 AA7625.The orthometric height was determined by differential leveling
 AA7625.and adjusted by the National Geodetic Survey in January 2002..
 AA7625
 AA7625.This Tidal Bench Mark is designated as VM 9761
 AA7625.by the Center for Operational Oceanographic Products and Services.
 AA7625
 AA7625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7625
 AA7625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7625
 AA7625.The ellipsoidal height was determined by GPS observations
 AA7625.and is referenced to NAD 83.
 AA7625
 AA7625.The geoid height was determined by GEOID03.
 AA7625
 AA7625.The dynamic height is computed by dividing the NAVD 88
 AA7625.geopotential number by the normal gravity value computed on the
 AA7625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7625.degrees latitude (g = 980.6199 gals.).
 AA7625
 AA7625.The modeled gravity was interpolated from observed gravity values.
 AA7625
 AA7625;                    North         East     Units Scale Factor Converg.
 AA7625;SPC FL E     -   180,358.813   127,171.836   MT  1.00000664   -0 19 06.0
 AA7625;SPC FL E     -   591,727.21    417,229.60   sFT  1.00000664   -0 19 06.0
 AA7625;UTM  17      - 2,871,429.257   427,196.684   MT  0.99966544   -0 19 06.0
 AA7625
 AA7625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7625!SPC FL E     -   1.00000354  x   1.00000664  =   1.00001018
 AA7625!UTM  17      -   1.00000354  x   0.99966544  =   0.99966898
 AA7625
 AA7625                          SUPERSEDED SURVEY CONTROL
 AA7625
 AA7625  NAVD 88 (12/19/96)    0.672  (m)            2.20   (f) UNKNOWN     2 1
 AA7625
 AA7625.Superseded values are not recommended for survey control.
 AA7625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7625.See file dsdata.txt to determine how the superseded data were derived.
 AA7625
 AA7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2719771429(NAD 83)
 AA7625_MARKER: DJ = TIDAL STATION DISK
 AA7625_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7625_SP_SET: DROP INLET
 AA7625_STAMPING: 4991 D 1989
 AA7625_MARK LOGO: NOS   
 AA7625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7625+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002
 AA7625
 AA7625  HISTORY     - Date     Condition        Report By
 AA7625  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7625  HISTORY     - 19900801 GOOD             FLDNR
 AA7625  HISTORY     - 20010701 GOOD             LDBLS
 AA7625  HISTORY     - 20020228 GOOD             MAPTEC
 AA7625  HISTORY     - 20020318 GOOD             MAPTEC
 AA7625
 AA7625                          STATION DESCRIPTION
 AA7625
 AA7625'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7625'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND, NEAR THE
 AA7625'INTERSECTION OF BALD EAGLE DRIVE AND BARFIELD DRIVE, IN SECTION 8,
 AA7625'TOWNSHIP 52 S, RANGE 26 E. TO REACH THE BENCHMARK FROM THE
 AA7625'INTERSECTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER BOULEVARD)
 AA7625'ON MARCO ISLAND, GO NORTH THEN NORTHEAST ON STATE ROAD 951 (COLLIER
 AA7625'BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF STATE ROAD 951
 AA7625'(COLLIER BOULEVARD) AND COUNTY ROAD C-953 (BALD EAGLE DRIVE), TURN
 AA7625'LEFT AND GO NORTH ON COUNTY ROAD C-953 (BALD EAGLE DRIVE) FOR 0.4 MI
 AA7625'(0.6 KM) TO THE INTERSECTION OF BALD EAGLE DRIVE AND BARFIELD DRIVE
 AA7625'AND THE MARK ON THE LEFT. THE MARK IS 122.7 FT (37.4 M) NORTH OF THE
 AA7625'CENTERLINE OF LAWAL PLAZA DRIVEWAY, 42.5 FT (13.0 M) WEST OF THE
 AA7625'CENTERLINE OF BALD EAGLE DRIVE AND 26.2 FT (8.0 M) SOUTH OF THE
 AA7625'EXTENDED CENTERLINE OF BARFIELD DRIVE.
 AA7625
 AA7625                          STATION RECOVERY (2001)
 AA7625
 AA7625'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7625'THE MARK IS ABOUT 25.6 KM (15.9 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7625'ISLAND, IN
 AA7625'SECTION 8, TOWNSHIP 52 SOUTH, RANGE 26 EAST COLLIER COUNTY FLORIDA.
 AA7625'OWNERSHIP-
 AA7625'COLLIER COUNTY
 AA7625' 
 AA7625'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7625'951 (I- 75
 AA7625'EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1 KM (6.9 MI)
 AA7625'TO THE
 AA7625'INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL) PROCEED SOUTH ON STATE
 AA7625'ROAD NO.
 AA7625'951 11.2 KM (6.95 MI) TO THE CENTER OF THE MARCO PASS BRIDGE NO.
 AA7625'030148 (JUDGE
 AA7625'S.S. JOLLEY BRIDGE, OVER MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG
 AA7625'STATE
 AA7625'ROAD 951 (COLLIER BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH BALD
 AA7625'EAGLE
 AA7625'DRIVE, TURN RIGHT AND GO NORTHWEST 0.6 KM (0.4 MI) ALONG BALD EAGLE
 AA7625'DRIVE TO
 AA7625'THE INTERSECTION WITH NORTH BARFIELD DRIVE ON THE RIGHT AND THE MARK
 AA7625'ON THE
 AA7625'LEFT.
 AA7625' 
 AA7625'THE MARK IS SET FLUSH ON TOP OF THE NORTHEAST CORNER OF A DROP INLET,
 AA7625'ABOUT
 AA7625'0.30 M (1.0 FT) BELOW THE LEVEL OF BALD EAGLE DRIVE, 12.92 M (42.4 FT)
 AA7625'SOUTHWEST OF THE CENTERLINE OF BALD EAGLE DRIVE, 7.80 M (25.6 FT)
 AA7625'SOUTHEAST OF
 AA7625'AND EXTENDED CENTERLINE OF NORTH BARFIELD DRIVE, 0.70 M (2.3 FT)
 AA7625'SOUTHWEST OF
 AA7625'THE WESTERLY SIDE OF A 1.22 M (4 FT) WIDE CONCRETE SIDEWALK, 37.55 M
 AA7625'(123.2 FT)
 AA7625'NORTHWEST OF THE CENTER OF THE NORTHERN ASPHALT DRIVEWAY ENTRANCE INTO
 AA7625'LANAI
 AA7625'PLAZA, AND 44.71 M (146.7 FT) EAST OF THE SOUTHERN ASPHALT DRIVEWAY
 AA7625'EXITING
 AA7625'ANGLERS PLAZA.
 AA7625' 
 AA7625' 
 AA7625' 
 AA7625'
 AA7625
 AA7625                          STATION RECOVERY (2002)
 AA7625
 AA7625'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AA7625'RECOVERED AS DESCRIBED
 AA7625' 
 AA7625' 
 AA7625' 
 AA7625'
 AA7625
 AA7625                          STATION RECOVERY (2002)
 AA7625
 AA7625'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AA7625'RECOVERED AS DESCRIBED
 AA7625'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7621 ***********************************************************************
 AA7621  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7621  DESIGNATION -  872 4991 E TIDAL
 AA7621  PID         -  AA7621
 AA7621  STATE/COUNTY-  FL/COLLIER
 AA7621  USGS QUAD   -  MARCO ISLAND (1995)
 AA7621
 AA7621                         *CURRENT SURVEY CONTROL
 AA7621  ___________________________________________________________________
 AA7621* NAD 83(1986)-  25 58 24.6    (N)    081 43 40.0    (W)     HD_HELD2  
 AA7621* NAVD 88     -         0.584  (meters)       1.92   (feet)  ADJUSTED  
 AA7621  ___________________________________________________________________
 AA7621  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AA7621  DYNAMIC HT  -           0.583 (meters)       1.91  (feet)  COMP
 AA7621  MODELED GRAV-     979,038.9   (mgal)                       NAVD 88
 AA7621
 AA7621  VERT ORDER  -  FIRST     CLASS II
 AA7621
 AA7621.The horizontal coordinates were established by autonomous hand held GPS
 AA7621.observations and have an estimated accuracy of +/- 10 meters.
 AA7621
 AA7621.The orthometric height was determined by differential leveling
 AA7621.and adjusted by the National Geodetic Survey in January 2002..
 AA7621.No vertical observational check was made to the station.
 AA7621
 AA7621.This Tidal Bench Mark is designated as VM 9762
 AA7621.by the Center for Operational Oceanographic Products and Services.
 AA7621
 AA7621.The geoid height was determined by GEOID03.
 AA7621
 AA7621.The dynamic height is computed by dividing the NAVD 88
 AA7621.geopotential number by the normal gravity value computed on the
 AA7621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7621.degrees latitude (g = 980.6199 gals.).
 AA7621
 AA7621.The modeled gravity was interpolated from observed gravity values.
 AA7621
 AA7621;                    North         East    Units  Estimated Accuracy
 AA7621;SPC FL E     -   181,882.      127,123.      MT  (+/- 10 meters HH2 GPS)
 AA7621
 AA7621                          SUPERSEDED SURVEY CONTROL
 AA7621
 AA7621  NAVD 88 (12/19/96)    0.627  (m)            2.06   (f) UNKNOWN     2 1
 AA7621
 AA7621.Superseded values are not recommended for survey control.
 AA7621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7621.See file dsdata.txt to determine how the superseded data were derived.
 AA7621
 AA7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2714872952(NAD 83)
 AA7621_MARKER: DJ = TIDAL STATION DISK
 AA7621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7621_SP_SET: PATIO SLAB
 AA7621_STAMPING: 4991 E 1989
 AA7621_MARK LOGO: NOS   
 AA7621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7621+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002
 AA7621
 AA7621  HISTORY     - Date     Condition        Report By
 AA7621  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7621  HISTORY     - 19910801 GOOD             FLDNR
 AA7621  HISTORY     - 20010702 GOOD             LDBLS
 AA7621  HISTORY     - 20020318 GOOD             MAPTEC
 AA7621
 AA7621                          STATION DESCRIPTION
 AA7621
 AA7621'DESCRIBED BY FL DEPT OF NAT RES 1991 (RLM)
 AA7621'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND ON THE
 AA7621'SOUTH SHORE OF THE BIG MARCO RIVER, NORTH OF THE SNOOK INN RESTAURANT,
 AA7621'IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO REACH THE BENCHMARK FROM
 AA7621'THE INTERSECTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AA7621'BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST ON STATE ROAD 951
 AA7621'(COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF STATE
 AA7621'ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD C-953 (BALD EAGLE DRIVE),
 AA7621'TURN LEFT AND GO NORTH ON COUNTY ROAD C-953 (BALD EAGLE DRIVE) FOR
 AA7621'1.35 MI (2.17 KM) TO ITS END AT THE SNOOK INN RESTAURANT, FROM THE
 AA7621'PARKING LOT OF THE SNOOK INN PROCEED ON FOOT NORTH ALONG THE EAST END
 AA7621'OF THE RESTUARANT TO THE WATERS EDGE, TURN LEFT GO NORTHWEST ALONG THE
 AA7621'CONCRETE WALKWAY AND SEA WALL FOR 50.0 FT (15.2 M) TO THE THIRD WOODEN
 AA7621'PIER AND THE MARK ON THE LEFT,  41.0 FT (12.5 M) SOUTHWEST OF A WOODEN
 AA7621'PIER, 17.0 FT (5.2 M) EAST OF THE EASTERN MOST CORNER OF THE DINING
 AA7621'ROOM OF THE SNOOK INN RESTAURANT AND 14.1 FT (4.3 M) SOUTHWEST OF THE
 AA7621'EDGE OF A WOODEN DECK.
 AA7621
 AA7621                          STATION RECOVERY (2001)
 AA7621
 AA7621'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7621'THE MARK IS ABOUT 27.1 KM (16.85 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7621'ISLAND, AT
 AA7621'THE NORTH END OF BALD EAGLE DRIVE. IN SECTION 5, TOWNSHIP 52 SOUTH,
 AA7621'RANGE 26
 AA7621'EAST COLLIER COUNTY FLORIDA. SNOOK INN RESTAURANT AND BAR. 1215 BALD
 AA7621'EAGLE
 AA7621'DRIVE
 AA7621' 
 AA7621'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7621'951 (I-75
 AA7621'EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1 KM (6.9 MI)
 AA7621'TO THE
 AA7621'INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL) PROCEED SOUTH ON STATE
 AA7621'ROAD NO.
 AA7621'951 11.2 KM (6.95 MI) TO THE CENTER OF THE MARCO PASS BRIDGE NO.
 AA7621'030148 (JUDGE
 AA7621'S.S. JOLLEY BRIDGE, OVER MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG
 AA7621'STATE
 AA7621'ROAD 951 (COLLIER BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH BALD
 AA7621'EAGLE
 AA7621'DRIVE, TURN RIGHT AND GO NORTHWEST ALONG BALD EAGLE DRIVE 2.1 KM (1.3
 AA7621'MI) TO
 AA7621'THE END AT THE MARCO RESORT AND CLUB, FOLLOW THE DRIVE AROUND THE
 AA7621'CURVE TO THE
 AA7621'RIGHT AND GO NORTHEAST INTO ASPHALT PARKING AREA FOR SNOOK INN
 AA7621'RESTAURANT AND
 AA7621'GO TO THE SOUTHEAST END OF THE BUILDING, PROCEED ON FOOT, ALONG THE
 AA7621'ASPHALT
 AA7621'WALKWAY AND SEA WALL AT THE WATERS EDGE ON THE EASTERLY SIDE OF THE
 AA7621'BUILDING,
 AA7621'NORTHWEST FOR 12.2 M (40 FT), CONTINUE NORTH WEST ALONG THE WOOD FRAME
 AA7621'DOCK
 AA7621'FOR ANOTHER 15.2 M (50 FT) TO THE FIFTH DOCK, SEPARATING THE BOAT
 AA7621'SLIPS, AND
 AA7621'THE MARK ON THE LEFT.
 AA7621' 
 AA7621'THE MARK IS SET FLUSH ON THE CONCRETE PATIO SLAB, 1.25 M (4.1 FT)
 AA7621'NORTHEAST OF
 AA7621'THE WATERSIDE FACE (EASTERLY FACE) OF THE STUCCO FINISH BUILDING, 4.30
 AA7621'M (14.1
 AA7621'FT) SOUTHEAST OF THE SOUTHERLY STOREFRONT SIDE OF THE DINING ROOM OF
 AA7621'THE SNOOK
 AA7621'INN RESTAURANT, AND 0.18 M (0.6 FT) NORTHEAST OF THE EASTERLY EDGE OF
 AA7621'A WOOD
 AA7621'STAIRWAY LEADING UP TO THE SECOND FLOOR OF THE BUILDING.
 AA7621' 
 AA7621' 
 AA7621'
 AA7621
 AA7621                          STATION RECOVERY (2002)
 AA7621
 AA7621'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AA7621'RECOVERED AS DESCRIBED.
 AA7621'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3377 ***********************************************************************
 AC3377  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3377  DESIGNATION -  872 4996 A TIDAL
 AC3377  PID         -  AC3377
 AC3377  STATE/COUNTY-  FL/COLLIER
 AC3377  USGS QUAD   -  MARCO ISLAND (1995)
 AC3377
 AC3377                         *CURRENT SURVEY CONTROL
 AC3377  ___________________________________________________________________
 AC3377* NAD 83(1986)-  25 59 15.     (N)    081 42 07.     (W)     SCALED    
 AC3377* NAVD 88     -         3.362  (meters)      11.03   (feet)  ADJUSTED  
 AC3377  ___________________________________________________________________
 AC3377  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AC3377  DYNAMIC HT  -           3.356 (meters)      11.01  (feet)  COMP
 AC3377  MODELED GRAV-     979,039.3   (mgal)                       NAVD 88
 AC3377
 AC3377  VERT ORDER  -  SECOND    CLASS I
 AC3377
 AC3377.The horizontal coordinates were scaled from a topographic map and have
 AC3377.an estimated accuracy of +/- 6 seconds.
 AC3377
 AC3377.The orthometric height was determined by differential leveling
 AC3377.and adjusted by the National Geodetic Survey in June 1991..
 AC3377
 AC3377.This Tidal Bench Mark is designated as VM 9771
 AC3377.by the Center for Operational Oceanographic Products and Services.
 AC3377
 AC3377.The geoid height was determined by GEOID03.
 AC3377
 AC3377.The dynamic height is computed by dividing the NAVD 88
 AC3377.geopotential number by the normal gravity value computed on the
 AC3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3377.degrees latitude (g = 980.6199 gals.).
 AC3377
 AC3377.The modeled gravity was interpolated from observed gravity values.
 AC3377
 AC3377;                    North         East    Units  Estimated Accuracy
 AC3377;SPC FL E     -   183,420.      129,720.      MT  (+/- 180 meters Scaled)
 AC3377
 AC3377                          SUPERSEDED SURVEY CONTROL
 AC3377
 AC3377  NGVD 29 (09/01/92)    3.760  (m)           12.34   (f) ADJUSTED    2 1
 AC3377
 AC3377.Superseded values are not recommended for survey control.
 AC3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3377.See file dsdata.txt to determine how the superseded data were derived.
 AC3377
 AC3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297744(NAD 83)
 AC3377_MARKER: DB = BENCH MARK DISK
 AC3377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3377_SP_SET: BRIDGE ABUTMENT WINGWALL
 AC3377_STAMPING: 4996 A
 AC3377_MARK LOGO: FLHD  
 AC3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3377+STABILITY: SURFACE MOTION
 AC3377
 AC3377  HISTORY     - Date     Condition        Report By
 AC3377  HISTORY     - UNK      MONUMENTED       FLHD
 AC3377  HISTORY     - 1984     GOOD             FLDNR
 AC3377  HISTORY     - 1986     GOOD             FLDNR
 AC3377  HISTORY     - 1990     GOOD             USPSQD
 AC3377  HISTORY     - 1990     GOOD             USPSQD
 AC3377
 AC3377                          STATION DESCRIPTION
 AC3377
 AC3377'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3377'5.1 MI SSW FROM BELLE MEADE.
 AC3377'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3377'5.1 MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY
 AC3377'AND THE MARK.  THE MARK IS SET IN THE SOUTH BRIDGE ABUTMENT WINGWALL,
 AC3377'19 FEET EAST OF THE CENTERLINE OF THE ROAD.
 AC3377'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3377
 AC3377                          STATION RECOVERY (1986)
 AC3377
 AC3377'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3377'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3377'5.1 MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY
 AC3377'AND THE MARK.  THE MARK IS SET IN THE SOUTH BRIDGE ABUTMENT WINGWALL,
 AC3377'19 FEET EAST OF THE CENTERLINE OF THE ROAD.
 AC3377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AC3377
 AC3377                          STATION RECOVERY (1990)
 AC3377
 AC3377'RECOVERY NOTE BY US POWER SQUADRON 1990 (SJL)
 AC3377'RECOVERED IN GOOD CONDITION.
 AC3377
 AC3377                          STATION RECOVERY (1990)
 AC3377
 AC3377'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3376 ***********************************************************************
 AC3376  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3376  DESIGNATION -  872 4996 B TIDAL
 AC3376  PID         -  AC3376
 AC3376  STATE/COUNTY-  FL/COLLIER
 AC3376  USGS QUAD   -  MARCO ISLAND (1995)
 AC3376
 AC3376                         *CURRENT SURVEY CONTROL
 AC3376  ___________________________________________________________________
 AC3376* NAD 83(1986)-  25 59 19.     (N)    081 42 07.     (W)     SCALED    
 AC3376* NAVD 88     -         3.357  (meters)      11.01   (feet)  ADJUSTED  
 AC3376  ___________________________________________________________________
 AC3376  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AC3376  DYNAMIC HT  -           3.351 (meters)      10.99  (feet)  COMP
 AC3376  MODELED GRAV-     979,039.4   (mgal)                       NAVD 88
 AC3376
 AC3376  VERT ORDER  -  SECOND    CLASS I
 AC3376
 AC3376.The horizontal coordinates were scaled from a topographic map and have
 AC3376.an estimated accuracy of +/- 6 seconds.
 AC3376
 AC3376.The orthometric height was determined by differential leveling
 AC3376.and adjusted by the National Geodetic Survey in June 1991..
 AC3376
 AC3376.This Tidal Bench Mark is designated as VM 9772
 AC3376.by the Center for Operational Oceanographic Products and Services.
 AC3376
 AC3376.The geoid height was determined by GEOID03.
 AC3376
 AC3376.The dynamic height is computed by dividing the NAVD 88
 AC3376.geopotential number by the normal gravity value computed on the
 AC3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3376.degrees latitude (g = 980.6199 gals.).
 AC3376
 AC3376.The modeled gravity was interpolated from observed gravity values.
 AC3376
 AC3376;                    North         East    Units  Estimated Accuracy
 AC3376;SPC FL E     -   183,540.      129,720.      MT  (+/- 180 meters Scaled)
 AC3376
 AC3376                          SUPERSEDED SURVEY CONTROL
 AC3376
 AC3376  NGVD 29 (09/01/92)    3.754  (m)           12.32   (f) ADJUSTED    2 1
 AC3376
 AC3376.Superseded values are not recommended for survey control.
 AC3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3376.See file dsdata.txt to determine how the superseded data were derived.
 AC3376
 AC3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297746(NAD 83)
 AC3376_MARKER: DB = BENCH MARK DISK
 AC3376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3376_SP_SET: BRIDGE ABUTMENT WINGWALL
 AC3376_STAMPING: 4996 B
 AC3376_MARK LOGO: FLHD  
 AC3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3376+STABILITY: SURFACE MOTION
 AC3376
 AC3376  HISTORY     - Date     Condition        Report By
 AC3376  HISTORY     - UNK      MONUMENTED       FLHD
 AC3376  HISTORY     - 1984     GOOD             FLDNR
 AC3376  HISTORY     - 1986     GOOD             FLDNR
 AC3376  HISTORY     - 1990     GOOD             USPSQD
 AC3376  HISTORY     - 1990     GOOD             USPSQD
 AC3376
 AC3376                          STATION DESCRIPTION
 AC3376
 AC3376'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3376'5 MI SSW FROM BELLE MEADE.
 AC3376'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO 5
 AC3376'MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY AND
 AC3376'THE MARK.  THE MARK IS SET IN THE NORTH BRIDGE ABUTMENT WINGWALL, 20
 AC3376'FEET WEST OF THE CENTERLINE OF THE ROAD.
 AC3376'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3376
 AC3376                          STATION RECOVERY (1986)
 AC3376
 AC3376'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3376'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3376'5.0 MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY
 AC3376'AND THE MARK.  THE MARK IS SET IN NORTH BRIDGE ABUTMENT WINGWALL, 20
 AC3376'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 AC3376
 AC3376                          STATION RECOVERY (1990)
 AC3376
 AC3376'RECOVERY NOTE BY US POWER SQUADRON 1990 (DKT)
 AC3376'RECOVERED IN GOOD CONDITION.
 AC3376
 AC3376                          STATION RECOVERY (1990)
 AC3376
 AC3376'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3378 ***********************************************************************
 AC3378  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3378  DESIGNATION -  872 4996 C TIDAL
 AC3378  PID         -  AC3378
 AC3378  STATE/COUNTY-  FL/COLLIER
 AC3378  USGS QUAD   -  MARCO ISLAND (1995)
 AC3378
 AC3378                         *CURRENT SURVEY CONTROL
 AC3378  ___________________________________________________________________
 AC3378* NAD 83(1986)-  25 59 13.     (N)    081 42 07.     (W)     SCALED    
 AC3378* NAVD 88     -         0.591  (meters)       1.94   (feet)  ADJUSTED  
 AC3378  ___________________________________________________________________
 AC3378  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AC3378  DYNAMIC HT  -           0.590 (meters)       1.94  (feet)  COMP
 AC3378  MODELED GRAV-     979,039.3   (mgal)                       NAVD 88
 AC3378
 AC3378  VERT ORDER  -  SECOND    CLASS I
 AC3378
 AC3378.The horizontal coordinates were scaled from a topographic map and have
 AC3378.an estimated accuracy of +/- 6 seconds.
 AC3378
 AC3378.The orthometric height was determined by differential leveling
 AC3378.and adjusted by the National Geodetic Survey in June 1991..
 AC3378
 AC3378.This Tidal Bench Mark is designated as VM 9768
 AC3378.by the Center for Operational Oceanographic Products and Services.
 AC3378
 AC3378.The geoid height was determined by GEOID03.
 AC3378
 AC3378.The dynamic height is computed by dividing the NAVD 88
 AC3378.geopotential number by the normal gravity value computed on the
 AC3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3378.degrees latitude (g = 980.6199 gals.).
 AC3378
 AC3378.The modeled gravity was interpolated from observed gravity values.
 AC3378
 AC3378;                    North         East    Units  Estimated Accuracy
 AC3378;SPC FL E     -   183,360.      129,720.      MT  (+/- 180 meters Scaled)
 AC3378
 AC3378                          SUPERSEDED SURVEY CONTROL
 AC3378
 AC3378  NGVD 29 (09/01/92)    0.988  (m)            3.24   (f) ADJUSTED    2 1
 AC3378
 AC3378.Superseded values are not recommended for survey control.
 AC3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3378.See file dsdata.txt to determine how the superseded data were derived.
 AC3378
 AC3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297744(NAD 83)
 AC3378_MARKER: DJ = TIDAL STATION DISK
 AC3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3378_SP_SET: CONCRETE POST
 AC3378_STAMPING: 4996 C 1978
 AC3378_MARK LOGO: NOS   
 AC3378_PROJECTION: RECESSED 15 CENTIMETERS
 AC3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3378+STABILITY: SURFACE MOTION
 AC3378
 AC3378  HISTORY     - Date     Condition        Report By
 AC3378  HISTORY     - 1978     MONUMENTED       NOS
 AC3378  HISTORY     - 1984     GOOD             FLDNR
 AC3378  HISTORY     - 1986     GOOD             FLDNR
 AC3378  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3378  HISTORY     - 1990     GOOD             USPSQD
 AC3378
 AC3378                          STATION DESCRIPTION
 AC3378
 AC3378'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3378'5.15 MI SSW FROM BELLE MEADE.
 AC3378'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3378'5.15 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS 29
 AC3378'FEET EAST OF THE CENTERLINE OF THE ROAD, 249 FEET SOUTH OF THE
 AC3378'SOUTHEAST CORNER OF THE BRIDGE OVER MCILVANE BAY, 1 FOOT WEST OF A
 AC3378'METAL WITNESS POST, AND 200 FEET NORTH OF TIDAL BENCH MARK 4996 D
 AC3378'1978.
 AC3378'THE MARK IS 2 FT BELOW ROAD.
 AC3378
 AC3378                          STATION RECOVERY (1986)
 AC3378
 AC3378'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3378'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3378'5.15 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS
 AC3378'24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 249 FEET SOUTH OF THE
 AC3378'SOUTHEAST CORNER OF THE BRIDGE OVER MCILVANE BAY, AND 1 FOOT WEST OF
 AC3378'A METAL WITNESS POST.
 AC3378'THE MARK IS 2 FT BELOW THE HIGHWAY.
 AC3378
 AC3378                          STATION RECOVERY (1990)
 AC3378
 AC3378'RECOVERY NOTE BY US POWER SQUADRON 1990 (GSM)
 AC3378'MARK NOT FOUND.
 AC3378
 AC3378                          STATION RECOVERY (1990)
 AC3378
 AC3378'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3379 ***********************************************************************
 AC3379  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3379  DESIGNATION -  872 4996 D TIDAL
 AC3379  PID         -  AC3379
 AC3379  STATE/COUNTY-  FL/COLLIER
 AC3379  USGS QUAD   -  MARCO ISLAND (1995)
 AC3379
 AC3379                         *CURRENT SURVEY CONTROL
 AC3379  ___________________________________________________________________
 AC3379* NAD 83(1986)-  25 59 10.     (N)    081 42 07.     (W)     SCALED    
 AC3379* NAVD 88     -         0.508  (meters)       1.67   (feet)  ADJUSTED  
 AC3379  ___________________________________________________________________
 AC3379  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AC3379  DYNAMIC HT  -           0.508 (meters)       1.67  (feet)  COMP
 AC3379  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 AC3379
 AC3379  VERT ORDER  -  SECOND    CLASS I
 AC3379
 AC3379.The horizontal coordinates were scaled from a topographic map and have
 AC3379.an estimated accuracy of +/- 6 seconds.
 AC3379
 AC3379.The orthometric height was determined by differential leveling
 AC3379.and adjusted by the National Geodetic Survey in June 1991..
 AC3379
 AC3379.This Tidal Bench Mark is designated as VM 9769
 AC3379.by the Center for Operational Oceanographic Products and Services.
 AC3379
 AC3379.The geoid height was determined by GEOID03.
 AC3379
 AC3379.The dynamic height is computed by dividing the NAVD 88
 AC3379.geopotential number by the normal gravity value computed on the
 AC3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3379.degrees latitude (g = 980.6199 gals.).
 AC3379
 AC3379.The modeled gravity was interpolated from observed gravity values.
 AC3379
 AC3379;                    North         East    Units  Estimated Accuracy
 AC3379;SPC FL E     -   183,270.      129,720.      MT  (+/- 180 meters Scaled)
 AC3379
 AC3379                          SUPERSEDED SURVEY CONTROL
 AC3379
 AC3379  NGVD 29 (09/01/92)    0.906  (m)            2.97   (f) ADJUSTED    2 1
 AC3379
 AC3379.Superseded values are not recommended for survey control.
 AC3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3379.See file dsdata.txt to determine how the superseded data were derived.
 AC3379
 AC3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297743(NAD 83)
 AC3379_MARKER: DJ = TIDAL STATION DISK
 AC3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3379_SP_SET: CONCRETE POST
 AC3379_STAMPING: 4996 D 1978
 AC3379_MARK LOGO: NOS   
 AC3379_PROJECTION: RECESSED 13 CENTIMETERS
 AC3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3379+STABILITY: SURFACE MOTION
 AC3379
 AC3379  HISTORY     - Date     Condition        Report By
 AC3379  HISTORY     - 1978     MONUMENTED       NOS
 AC3379  HISTORY     - 1984     GOOD             FLDNR
 AC3379  HISTORY     - 1986     GOOD             FLDNR
 AC3379  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3379  HISTORY     - 1990     GOOD             USPSQD
 AC3379
 AC3379                          STATION DESCRIPTION
 AC3379
 AC3379'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3379'5.2 MI SSW FROM BELLE MEADE.
 AC3379'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3379'5.2 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS 27
 AC3379'FEET EAST OF THE CENTERLINE OF THE ROAD, 450 FEET SOUTH OF THE SOUTH
 AC3379'END OF THE BRIDGE OVER MCILVANE BAY, 200 FEET SOUTH OF TIDAL BENCH
 AC3379'MARK 4996 C 1978, 1 FOOT WEST OF A WITNESS POST, AND 354 FEET NORTH OF
 AC3379'TIDAL BENCH MARK 4996 E 1978.
 AC3379'THE MARK IS 3 FT BELOW ROAD.
 AC3379
 AC3379                          STATION RECOVERY (1986)
 AC3379
 AC3379'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3379'BEGIN AT THE INTERSECTION OF U.S. HIGWAY 41 AND STATE ROAD 951, GO
 AC3379'5.2 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS 27
 AC3379'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 450 FEET SOUTH OF THE
 AC3379'SOUTH END OF THE BRIDGE OVER MCILVANE BAY, AND 200 FEET SOUTH OF
 AC3379'TIDAL BENCH MARK 4996 C.
 AC3379'THE MARK IS 3 FT BELOW THE HIGHWAY.
 AC3379
 AC3379                          STATION RECOVERY (1990)
 AC3379
 AC3379'RECOVERY NOTE BY US POWER SQUADRON 1990 (BD)
 AC3379'MARK NOT FOUND.
 AC3379
 AC3379                          STATION RECOVERY (1990)
 AC3379
 AC3379'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3380 ***********************************************************************
 AC3380  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3380  DESIGNATION -  872 4996 E TIDAL
 AC3380  PID         -  AC3380
 AC3380  STATE/COUNTY-  FL/COLLIER
 AC3380  USGS QUAD   -  MARCO ISLAND (1995)
 AC3380
 AC3380                         *CURRENT SURVEY CONTROL
 AC3380  ___________________________________________________________________
 AC3380* NAD 83(1986)-  25 59 06.     (N)    081 42 07.     (W)     SCALED    
 AC3380* NAVD 88     -         0.561  (meters)       1.84   (feet)  ADJUSTED  
 AC3380  ___________________________________________________________________
 AC3380  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AC3380  DYNAMIC HT  -           0.560 (meters)       1.84  (feet)  COMP
 AC3380  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 AC3380
 AC3380  VERT ORDER  -  SECOND    CLASS I
 AC3380
 AC3380.The horizontal coordinates were scaled from a topographic map and have
 AC3380.an estimated accuracy of +/- 6 seconds.
 AC3380
 AC3380.The orthometric height was determined by differential leveling
 AC3380.and adjusted by the National Geodetic Survey in June 1991..
 AC3380
 AC3380.This Tidal Bench Mark is designated as VM 9770
 AC3380.by the Center for Operational Oceanographic Products and Services.
 AC3380
 AC3380.The geoid height was determined by GEOID03.
 AC3380
 AC3380.The dynamic height is computed by dividing the NAVD 88
 AC3380.geopotential number by the normal gravity value computed on the
 AC3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3380.degrees latitude (g = 980.6199 gals.).
 AC3380
 AC3380.The modeled gravity was interpolated from observed gravity values.
 AC3380
 AC3380;                    North         East    Units  Estimated Accuracy
 AC3380;SPC FL E     -   183,140.      129,720.      MT  (+/- 180 meters Scaled)
 AC3380
 AC3380                          SUPERSEDED SURVEY CONTROL
 AC3380
 AC3380  NGVD 29 (09/01/92)    0.960  (m)            3.15   (f) ADJUSTED    2 1
 AC3380
 AC3380.Superseded values are not recommended for survey control.
 AC3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3380.See file dsdata.txt to determine how the superseded data were derived.
 AC3380
 AC3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297742(NAD 83)
 AC3380_MARKER: DJ = TIDAL STATION DISK
 AC3380_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC3380_SP_SET: GALVANIZED STEEL ROD
 AC3380_STAMPING: 4996 E 1978
 AC3380_MARK LOGO: NOS   
 AC3380_PROJECTION: RECESSED 10 CENTIMETERS
 AC3380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3380_ROD/PIPE-DEPTH: 9.75 meters
 AC3380
 AC3380  HISTORY     - Date     Condition        Report By
 AC3380  HISTORY     - 1978     MONUMENTED       NOS
 AC3380  HISTORY     - 1984     GOOD             FLDNR
 AC3380  HISTORY     - 1986     GOOD             FLDNR
 AC3380  HISTORY     - 1990     GOOD             USPSQD
 AC3380  HISTORY     - 1990     GOOD             USPSQD
 AC3380
 AC3380                          STATION DESCRIPTION
 AC3380
 AC3380'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3380'5.25 MI SSW FROM BELLE MEADE.
 AC3380'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3380'5.25 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK IS ABOUT
 AC3380'0.2 MILE SOUTH OF THE BRIDGE OVER MCILVANE BAY, 44 FEET EAST OF THE
 AC3380'CENTERLINE OF THE ROAD, 354 FEET SOUTH OF TIDAL BENCH MARK 4996 D
 AC3380'1978, AND 1 FOOT WEST OF A WITNESS POST.
 AC3380'THE MARK IS 3 FT BELOW ROAD.
 AC3380
 AC3380                          STATION RECOVERY (1986)
 AC3380
 AC3380'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3380'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3380'5.25 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK IS
 AC3380'ABOUT 0.2 MILE SOUTH OF THE BRIDGE OVER MCILVANE BAY, 44 FEET EAST OF
 AC3380'THE CENTERLINE OF THE HIGHWAY, AND 354 FEET SOUTH OF TIDAL BENCH MARK
 AC3380'4996 D.
 AC3380'THE MARK IS 3 FT BELOW THE HIGHWAY.
 AC3380
 AC3380                          STATION RECOVERY (1990)
 AC3380
 AC3380'RECOVERY NOTE BY US POWER SQUADRON 1990 (LW)
 AC3380'RECOVERED IN GOOD CONDITION.
 AC3380
 AC3380                          STATION RECOVERY (1990)
 AC3380
 AC3380'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7974 ***********************************************************************
 AD7974  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7974  DESIGNATION -  872 5019 A TIDAL
 AD7974  PID         -  AD7974
 AD7974  STATE/COUNTY-  FL/COLLIER
 AD7974  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7974
 AD7974                         *CURRENT SURVEY CONTROL
 AD7974  ___________________________________________________________________
 AD7974* NAD 83(1986)-  26 01 45.     (N)    081 46 01.     (W)     SCALED    
 AD7974* NAVD 88     -         0.406  (meters)       1.33   (feet)  ADJUSTED  
 AD7974  ___________________________________________________________________
 AD7974  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AD7974  DYNAMIC HT  -           0.405 (meters)       1.33  (feet)  COMP
 AD7974  MODELED GRAV-     979,041.8   (mgal)                       NAVD 88
 AD7974
 AD7974  VERT ORDER  -  SECOND    CLASS I
 AD7974
 AD7974.The horizontal coordinates were scaled from a topographic map and have
 AD7974.an estimated accuracy of +/- 6 seconds.
 AD7974
 AD7974.The orthometric height was determined by differential leveling
 AD7974.and adjusted by the National Geodetic Survey in July 1993..
 AD7974
 AD7974.This Tidal Bench Mark is designated as VM 7823
 AD7974.by the Center for Operational Oceanographic Products and Services.
 AD7974
 AD7974.The geoid height was determined by GEOID03.
 AD7974
 AD7974.The dynamic height is computed by dividing the NAVD 88
 AD7974.geopotential number by the normal gravity value computed on the
 AD7974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7974.degrees latitude (g = 980.6199 gals.).
 AD7974
 AD7974.The modeled gravity was interpolated from observed gravity values.
 AD7974
 AD7974;                    North         East    Units  Estimated Accuracy
 AD7974;SPC FL E     -   188,070.      123,240.      MT  (+/- 180 meters Scaled)
 AD7974
 AD7974                          SUPERSEDED SURVEY CONTROL
 AD7974
 AD7974  NGVD 29 (09/01/92)    0.799  (m)            2.62   (f) ADJUSTED    2 1
 AD7974
 AD7974.Superseded values are not recommended for survey control.
 AD7974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7974.See file dsdata.txt to determine how the superseded data were derived.
 AD7974
 AD7974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ232791(NAD 83)
 AD7974_MARKER: DJ = TIDAL STATION DISK
 AD7974_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7974_SP_SET: GALVANIZED STEEL ROD
 AD7974_STAMPING: 5019 A 1978
 AD7974_MARK LOGO: NOS   
 AD7974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7974
 AD7974  HISTORY     - Date     Condition        Report By
 AD7974  HISTORY     - 1978     MONUMENTED       NOS
 AD7974  HISTORY     - 1986     GOOD             FLDNR
 AD7974
 AD7974                          STATION DESCRIPTION
 AD7974
 AD7974'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7974'8.0 MI SSE FROM NAPLES.
 AD7974'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7974'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7974'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7974'MILES SOUTH ALONG THE INTRACOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7974'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7974'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7974'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7974'THE NORTH END OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7974'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 58.7 FEET SOUTHEAST OF
 AD7974'THE SOUTHEAST CORNER OF A PICNIC SHELTER, 27.5 FEET SOUTHEAST OF A
 AD7974'1.0 FOOT PINE TREE, 21.1 FEET SOUTH OF THE DOCK, AND 11.8 FEET WEST
 AD7974'OF THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7975 ***********************************************************************
 AD7975  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7975  DESIGNATION -  872 5019 B TIDAL
 AD7975  PID         -  AD7975
 AD7975  STATE/COUNTY-  FL/COLLIER
 AD7975  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7975
 AD7975                         *CURRENT SURVEY CONTROL
 AD7975  ___________________________________________________________________
 AD7975* NAD 83(1986)-  26 01 45.     (N)    081 46 03.     (W)     SCALED    
 AD7975* NAVD 88     -         0.762  (meters)       2.50   (feet)  ADJUSTED  
 AD7975  ___________________________________________________________________
 AD7975  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AD7975  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 AD7975  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 AD7975
 AD7975  VERT ORDER  -  SECOND    CLASS I
 AD7975
 AD7975.The horizontal coordinates were scaled from a topographic map and have
 AD7975.an estimated accuracy of +/- 6 seconds.
 AD7975
 AD7975.The orthometric height was determined by differential leveling
 AD7975.and adjusted by the National Geodetic Survey in July 1993..
 AD7975
 AD7975.This Tidal Bench Mark is designated as VM 7824
 AD7975.by the Center for Operational Oceanographic Products and Services.
 AD7975
 AD7975.The geoid height was determined by GEOID03.
 AD7975
 AD7975.The dynamic height is computed by dividing the NAVD 88
 AD7975.geopotential number by the normal gravity value computed on the
 AD7975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7975.degrees latitude (g = 980.6199 gals.).
 AD7975
 AD7975.The modeled gravity was interpolated from observed gravity values.
 AD7975
 AD7975;                    North         East    Units  Estimated Accuracy
 AD7975;SPC FL E     -   188,070.      123,180.      MT  (+/- 180 meters Scaled)
 AD7975
 AD7975                          SUPERSEDED SURVEY CONTROL
 AD7975
 AD7975  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AD7975
 AD7975.Superseded values are not recommended for survey control.
 AD7975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7975.See file dsdata.txt to determine how the superseded data were derived.
 AD7975
 AD7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ232791(NAD 83)
 AD7975_MARKER: DJ = TIDAL STATION DISK
 AD7975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7975_SP_SET: CONCRETE POST
 AD7975_STAMPING: 5019 B 1978
 AD7975_MARK LOGO: NOS   
 AD7975_PROJECTION: RECESSED 5 CENTIMETERS
 AD7975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7975+STABILITY: SURFACE MOTION
 AD7975
 AD7975  HISTORY     - Date     Condition        Report By
 AD7975  HISTORY     - 1978     MONUMENTED       NOS
 AD7975  HISTORY     - 1986     GOOD             FLDNR
 AD7975
 AD7975                          STATION DESCRIPTION
 AD7975
 AD7975'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7975'8.0 MI SSE FROM NAPLES.
 AD7975'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7975'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7975'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7975'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7975'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7975'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7975'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7975'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7975'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 200 FEET WEST-NORTHWEST
 AD7975'OF BENCH MARK 5019 A, 8.1 FEET WEST OF A 12 INCH DIAMETER PINE TREE,
 AD7975'25.2 FEET NORTHEAST OF A TWIN PALM TREE AND 16.0 FEET NORTH OF THE
 AD7975'CENTER OF A PATH.
 AD7975'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7976 ***********************************************************************
 AD7976  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7976  DESIGNATION -  872 5019 C TIDAL
 AD7976  PID         -  AD7976
 AD7976  STATE/COUNTY-  FL/COLLIER
 AD7976  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7976
 AD7976                         *CURRENT SURVEY CONTROL
 AD7976  ___________________________________________________________________
 AD7976* NAD 83(1986)-  26 01 46.     (N)    081 46 03.     (W)     SCALED    
 AD7976* NAVD 88     -         0.954  (meters)       3.13   (feet)  ADJUSTED  
 AD7976  ___________________________________________________________________
 AD7976  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AD7976  DYNAMIC HT  -           0.953 (meters)       3.13  (feet)  COMP
 AD7976  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 AD7976
 AD7976  VERT ORDER  -  SECOND    CLASS I
 AD7976
 AD7976.The horizontal coordinates were scaled from a topographic map and have
 AD7976.an estimated accuracy of +/- 6 seconds.
 AD7976
 AD7976.The orthometric height was determined by differential leveling
 AD7976.and adjusted by the National Geodetic Survey in July 1993..
 AD7976
 AD7976.This Tidal Bench Mark is designated as VM 7825
 AD7976.by the Center for Operational Oceanographic Products and Services.
 AD7976
 AD7976.The geoid height was determined by GEOID03.
 AD7976
 AD7976.The dynamic height is computed by dividing the NAVD 88
 AD7976.geopotential number by the normal gravity value computed on the
 AD7976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7976.degrees latitude (g = 980.6199 gals.).
 AD7976
 AD7976.The modeled gravity was interpolated from observed gravity values.
 AD7976
 AD7976;                    North         East    Units  Estimated Accuracy
 AD7976;SPC FL E     -   188,100.      123,180.      MT  (+/- 180 meters Scaled)
 AD7976
 AD7976                          SUPERSEDED SURVEY CONTROL
 AD7976
 AD7976  NGVD 29 (09/01/92)    1.348  (m)            4.42   (f) ADJUSTED    2 1
 AD7976
 AD7976.Superseded values are not recommended for survey control.
 AD7976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7976.See file dsdata.txt to determine how the superseded data were derived.
 AD7976
 AD7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ232791(NAD 83)
 AD7976_MARKER: DJ = TIDAL STATION DISK
 AD7976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7976_SP_SET: CONCRETE POST
 AD7976_STAMPING: 5019 C 1978
 AD7976_MARK LOGO: NOS   
 AD7976_PROJECTION: RECESSED 10 CENTIMETERS
 AD7976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7976+STABILITY: SURFACE MOTION
 AD7976
 AD7976  HISTORY     - Date     Condition        Report By
 AD7976  HISTORY     - 1978     MONUMENTED       NOS
 AD7976  HISTORY     - 1986     GOOD             FLDNR
 AD7976
 AD7976                          STATION DESCRIPTION
 AD7976
 AD7976'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7976'8.0 MI SSE FROM NAPLES.
 AD7976'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7976'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7976'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7976'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7976'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7976'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7976'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7976'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7976'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 200 FEET WEST OF BENCH
 AD7976'MARK 5019 B, 6.4 FEET SOUTH OF THE CENTER OF A PATH, AND 4.1 FEET
 AD7976'NORTHWEST OF TWIN PALM TREES.
 AD7976'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7977 ***********************************************************************
 AD7977  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7977  DESIGNATION -  872 5019 D TIDAL
 AD7977  PID         -  AD7977
 AD7977  STATE/COUNTY-  FL/COLLIER
 AD7977  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7977
 AD7977                         *CURRENT SURVEY CONTROL
 AD7977  ___________________________________________________________________
 AD7977* NAD 83(1986)-  26 01 44.     (N)    081 46 05.     (W)     SCALED    
 AD7977* NAVD 88     -         0.844  (meters)       2.77   (feet)  ADJUSTED  
 AD7977  ___________________________________________________________________
 AD7977  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AD7977  DYNAMIC HT  -           0.843 (meters)       2.77  (feet)  COMP
 AD7977  MODELED GRAV-     979,041.8   (mgal)                       NAVD 88
 AD7977
 AD7977  VERT ORDER  -  SECOND    CLASS I
 AD7977
 AD7977.The horizontal coordinates were scaled from a topographic map and have
 AD7977.an estimated accuracy of +/- 6 seconds.
 AD7977
 AD7977.The orthometric height was determined by differential leveling
 AD7977.and adjusted by the National Geodetic Survey in July 1993..
 AD7977
 AD7977.This Tidal Bench Mark is designated as VM 7826
 AD7977.by the Center for Operational Oceanographic Products and Services.
 AD7977
 AD7977.The geoid height was determined by GEOID03.
 AD7977
 AD7977.The dynamic height is computed by dividing the NAVD 88
 AD7977.geopotential number by the normal gravity value computed on the
 AD7977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7977.degrees latitude (g = 980.6199 gals.).
 AD7977
 AD7977.The modeled gravity was interpolated from observed gravity values.
 AD7977
 AD7977;                    North         East    Units  Estimated Accuracy
 AD7977;SPC FL E     -   188,040.      123,130.      MT  (+/- 180 meters Scaled)
 AD7977
 AD7977                          SUPERSEDED SURVEY CONTROL
 AD7977
 AD7977  NGVD 29 (09/01/92)    1.238  (m)            4.06   (f) ADJUSTED    2 1
 AD7977
 AD7977.Superseded values are not recommended for survey control.
 AD7977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7977.See file dsdata.txt to determine how the superseded data were derived.
 AD7977
 AD7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ231791(NAD 83)
 AD7977_MARKER: DJ = TIDAL STATION DISK
 AD7977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7977_SP_SET: CONCRETE POST
 AD7977_STAMPING: 5019 D 1978
 AD7977_MARK LOGO: NOS   
 AD7977_PROJECTION: RECESSED 5 CENTIMETERS
 AD7977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7977+STABILITY: SURFACE MOTION
 AD7977
 AD7977  HISTORY     - Date     Condition        Report By
 AD7977  HISTORY     - 1978     MONUMENTED       NOS
 AD7977  HISTORY     - 1986     GOOD             FLDNR
 AD7977
 AD7977                          STATION DESCRIPTION
 AD7977
 AD7977'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7977'8.0 MI SSE FROM NAPLES.
 AD7977'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7977'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7977'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7977'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7977'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7977'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7977'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7977'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7977'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 198.2 FEET WEST OF BENCH
 AD7977'MARK 5019 C, 21.2 FEET NORTH OF THE CENTER OF THE PATH, AND 4.0 FEET
 AD7977'SOUTH OF THE TALL VEGETATION LINE.
 AD7977'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7978 ***********************************************************************
 AD7978  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7978  DESIGNATION -  872 5019 E TIDAL
 AD7978  PID         -  AD7978
 AD7978  STATE/COUNTY-  FL/COLLIER
 AD7978  USGS QUAD   -  NAPLES SOUTH (1987)
 AD7978
 AD7978                         *CURRENT SURVEY CONTROL
 AD7978  ___________________________________________________________________
 AD7978* NAD 83(1986)-  26 01 44.     (N)    081 46 07.     (W)     SCALED    
 AD7978* NAVD 88     -         1.632  (meters)       5.35   (feet)  ADJUSTED  
 AD7978  ___________________________________________________________________
 AD7978  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AD7978  DYNAMIC HT  -           1.629 (meters)       5.34  (feet)  COMP
 AD7978  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 AD7978
 AD7978  VERT ORDER  -  SECOND    CLASS I
 AD7978
 AD7978.The horizontal coordinates were scaled from a topographic map and have
 AD7978.an estimated accuracy of +/- 6 seconds.
 AD7978
 AD7978.The orthometric height was determined by differential leveling
 AD7978.and adjusted by the National Geodetic Survey in July 1993..
 AD7978
 AD7978.This Tidal Bench Mark is designated as VM 7827
 AD7978.by the Center for Operational Oceanographic Products and Services.
 AD7978
 AD7978.The geoid height was determined by GEOID03.
 AD7978
 AD7978.The dynamic height is computed by dividing the NAVD 88
 AD7978.geopotential number by the normal gravity value computed on the
 AD7978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7978.degrees latitude (g = 980.6199 gals.).
 AD7978
 AD7978.The modeled gravity was interpolated from observed gravity values.
 AD7978
 AD7978;                    North         East    Units  Estimated Accuracy
 AD7978;SPC FL E     -   188,040.      123,070.      MT  (+/- 180 meters Scaled)
 AD7978
 AD7978                          SUPERSEDED SURVEY CONTROL
 AD7978
 AD7978  NGVD 29 (09/01/92)    2.025  (m)            6.64   (f) ADJUSTED    2 1
 AD7978
 AD7978.Superseded values are not recommended for survey control.
 AD7978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7978.See file dsdata.txt to determine how the superseded data were derived.
 AD7978
 AD7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ230791(NAD 83)
 AD7978_MARKER: DJ = TIDAL STATION DISK
 AD7978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7978_SP_SET: CONCRETE POST
 AD7978_STAMPING: 5019 E 1978
 AD7978_MARK LOGO: NOS   
 AD7978_PROJECTION: RECESSED 5 CENTIMETERS
 AD7978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7978+STABILITY: SURFACE MOTION
 AD7978
 AD7978  HISTORY     - Date     Condition        Report By
 AD7978  HISTORY     - 1978     MONUMENTED       NOS
 AD7978  HISTORY     - 1986     GOOD             FLDNR
 AD7978
 AD7978                          STATION DESCRIPTION
 AD7978
 AD7978'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7978'8.0 MI SSE FROM NAPLES.
 AD7978'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7978'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7978'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7978'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7978'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7978'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7978'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7978'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7978'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 200 FEET WEST OF BENCH
 AD7978'MARK 5019 D, 3.0 FEET NORTH OF THE CENTER OF A PATH ABOUT 200 FEET
 AD7978'EAST OF THE SHORELINE OF THE GULF OF MEXICO, 57.2 FEET EAST OF THE
 AD7978'SOUTHEAST CORNER OF A PICNIC SHELTER, 46.5 FEET SOUTH OF A 4 FOOT BY
 AD7978'6 FOOT WOOD OUT- HOUSE, AND 15.7 SOUTH-SOUTHEAST OF A 1.5 FOOT
 AD7978'DIAMETER PINE TREE.
 AD7978'THE MARK IS 7.0 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5735 ***********************************************************************
 AD5735  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5735  DESIGNATION -  872 5024 A TIDAL
 AD5735  PID         -  AD5735
 AD5735  STATE/COUNTY-  FL/COLLIER
 AD5735  USGS QUAD   -  BELLE MEADE (1991)
 AD5735
 AD5735                         *CURRENT SURVEY CONTROL
 AD5735  ___________________________________________________________________
 AD5735* NAD 83(1986)-  26 01 33.     (N)    081 43 53.     (W)     SCALED    
 AD5735* NAVD 88     -         0.713  (meters)       2.34   (feet)  ADJUSTED  
 AD5735  ___________________________________________________________________
 AD5735  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD5735  DYNAMIC HT  -           0.712 (meters)       2.34  (feet)  COMP
 AD5735  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AD5735
 AD5735  VERT ORDER  -  SECOND    CLASS I
 AD5735
 AD5735.The horizontal coordinates were scaled from a topographic map and have
 AD5735.an estimated accuracy of +/- 6 seconds.
 AD5735
 AD5735.The orthometric height was determined by differential leveling
 AD5735.and adjusted by the National Geodetic Survey in June 1991..
 AD5735
 AD5735.This Tidal Bench Mark is designated as VM 7828
 AD5735.by the Center for Operational Oceanographic Products and Services.
 AD5735
 AD5735.The geoid height was determined by GEOID03.
 AD5735
 AD5735.The dynamic height is computed by dividing the NAVD 88
 AD5735.geopotential number by the normal gravity value computed on the
 AD5735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5735.degrees latitude (g = 980.6199 gals.).
 AD5735
 AD5735.The modeled gravity was interpolated from observed gravity values.
 AD5735
 AD5735;                    North         East    Units  Estimated Accuracy
 AD5735;SPC FL E     -   187,680.      126,790.      MT  (+/- 180 meters Scaled)
 AD5735
 AD5735                          SUPERSEDED SURVEY CONTROL
 AD5735
 AD5735  NGVD 29 (09/01/92)    1.107  (m)            3.63   (f) ADJUSTED    2 1
 AD5735
 AD5735.Superseded values are not recommended for survey control.
 AD5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5735.See file dsdata.txt to determine how the superseded data were derived.
 AD5735
 AD5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ268787(NAD 83)
 AD5735_MARKER: DJ = TIDAL STATION DISK
 AD5735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5735_SP_SET: COPPER-CLAD STEEL ROD
 AD5735_STAMPING: 5024 A 1978
 AD5735_MARK LOGO: NOS   
 AD5735_PROJECTION: FLUSH
 AD5735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5735_ROD/PIPE-DEPTH: 14.6 meters
 AD5735
 AD5735  HISTORY     - Date     Condition        Report By
 AD5735  HISTORY     - 1978     MONUMENTED       NOS
 AD5735  HISTORY     - 1980     GOOD             FLDNR
 AD5735  HISTORY     - 1984     GOOD             FLDNR
 AD5735  HISTORY     - 1990     GOOD             USPSQD
 AD5735
 AD5735                          STATION DESCRIPTION
 AD5735
 AD5735'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5735'10 MI SOUTH FROM NAPLES.
 AD5735'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5735'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5735'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5735'ROOKERY BAY MARINE LABORATORY. GO NORTHERLY ALONG THE DRIVEWAY TO THE
 AD5735'MARK. MARK BEARS 16.4 FEET SOUTH OF A WOOD SEAWALL, 16 FEET WEST OF
 AD5735'THE MEAN HIGH WATER LINE, 49.8 FEET NORTH NORTHEAST OF A 12 INCH
 AD5735'COCONUT PALM TREE AND 117 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AD5735'PORCH ATTATCHED TO A HOUSE.
 AD5735
 AD5735                          STATION RECOVERY (1984)
 AD5735
 AD5735'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5735'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AD5735
 AD5735                          STATION RECOVERY (1990)
 AD5735
 AD5735'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5736 ***********************************************************************
 AD5736  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5736  DESIGNATION -  872 5024 B TIDAL
 AD5736  PID         -  AD5736
 AD5736  STATE/COUNTY-  FL/COLLIER
 AD5736  USGS QUAD   -  BELLE MEADE (1991)
 AD5736
 AD5736                         *CURRENT SURVEY CONTROL
 AD5736  ___________________________________________________________________
 AD5736* NAD 83(1986)-  26 01 33.     (N)    081 43 55.     (W)     SCALED    
 AD5736* NAVD 88     -         1.065  (meters)       3.49   (feet)  ADJUSTED  
 AD5736  ___________________________________________________________________
 AD5736  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD5736  DYNAMIC HT  -           1.063 (meters)       3.49  (feet)  COMP
 AD5736  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AD5736
 AD5736  VERT ORDER  -  SECOND    CLASS I
 AD5736
 AD5736.The horizontal coordinates were scaled from a topographic map and have
 AD5736.an estimated accuracy of +/- 6 seconds.
 AD5736
 AD5736.The orthometric height was determined by differential leveling
 AD5736.and adjusted by the National Geodetic Survey in June 1991..
 AD5736
 AD5736.This Tidal Bench Mark is designated as VM 7829
 AD5736.by the Center for Operational Oceanographic Products and Services.
 AD5736
 AD5736.The geoid height was determined by GEOID03.
 AD5736
 AD5736.The dynamic height is computed by dividing the NAVD 88
 AD5736.geopotential number by the normal gravity value computed on the
 AD5736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5736.degrees latitude (g = 980.6199 gals.).
 AD5736
 AD5736.The modeled gravity was interpolated from observed gravity values.
 AD5736
 AD5736;                    North         East    Units  Estimated Accuracy
 AD5736;SPC FL E     -   187,680.      126,740.      MT  (+/- 180 meters Scaled)
 AD5736
 AD5736                          SUPERSEDED SURVEY CONTROL
 AD5736
 AD5736  NGVD 29 (09/01/92)    1.459  (m)            4.79   (f) ADJUSTED    2 1
 AD5736
 AD5736.Superseded values are not recommended for survey control.
 AD5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5736.See file dsdata.txt to determine how the superseded data were derived.
 AD5736
 AD5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ267787(NAD 83)
 AD5736_MARKER: DJ = TIDAL STATION DISK
 AD5736_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5736_SP_SET: COPPER-CLAD STEEL ROD
 AD5736_STAMPING: 5024 B 1978
 AD5736_MARK LOGO: NOS   
 AD5736_PROJECTION: FLUSH
 AD5736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5736_ROD/PIPE-DEPTH: 14.6 meters
 AD5736
 AD5736  HISTORY     - Date     Condition        Report By
 AD5736  HISTORY     - 1978     MONUMENTED       NOS
 AD5736  HISTORY     - 1980     GOOD             FLDNR
 AD5736  HISTORY     - 1984     GOOD             FLDNR
 AD5736
 AD5736                          STATION DESCRIPTION
 AD5736
 AD5736'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5736'10 MI SOUTH FROM NAPLES.
 AD5736'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5736'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5736'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5736'ROOKERY BAY MARINE LABORATORY. GO NORTHERLY ALONG THE DRIVEWAY TO THE
 AD5736'MARK. THE MARK BEARS APPROXIMATELY 150 FEET NORTHEAST OF THE
 AD5736'HEADQUARTERS BUILDING, 183 FEET SOUTHWEST OF BENCHMARK 5024 A 1978,
 AD5736'3.5 FEET EAST OF THE EAST END OF A HEDGE, 29.2 FEET NORTHWEST OF THE
 AD5736'NORTHWEST CORNER OF A LAB BUILDING, 40.4 FEET SOUTH SOUTHEAST OF THE
 AD5736'SOUTHEAST CORNER OF A HOUSE AND 25.8 FEET NORTHEAST OF THE
 AD5736'CENTERLINE OF THE DRIVEWAY.
 AD5736
 AD5736                          STATION RECOVERY (1984)
 AD5736
 AD5736'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5736'RECOVERED IN GOOD CONDITION EXCEPT ADD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5737 ***********************************************************************
 AD5737  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5737  DESIGNATION -  872 5024 C TIDAL
 AD5737  PID         -  AD5737
 AD5737  STATE/COUNTY-  FL/COLLIER
 AD5737  USGS QUAD   -  BELLE MEADE (1991)
 AD5737
 AD5737                         *CURRENT SURVEY CONTROL
 AD5737  ___________________________________________________________________
 AD5737* NAD 83(1986)-  26 01 32.     (N)    081 43 56.     (W)     SCALED    
 AD5737* NAVD 88     -         1.146  (meters)       3.76   (feet)  ADJUSTED  
 AD5737  ___________________________________________________________________
 AD5737  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD5737  DYNAMIC HT  -           1.145 (meters)       3.76  (feet)  COMP
 AD5737  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AD5737
 AD5737  VERT ORDER  -  SECOND    CLASS I
 AD5737
 AD5737.The horizontal coordinates were scaled from a topographic map and have
 AD5737.an estimated accuracy of +/- 6 seconds.
 AD5737
 AD5737.The orthometric height was determined by differential leveling
 AD5737.and adjusted by the National Geodetic Survey in June 1991..
 AD5737
 AD5737.This Tidal Bench Mark is designated as VM 7830
 AD5737.by the Center for Operational Oceanographic Products and Services.
 AD5737
 AD5737.The geoid height was determined by GEOID03.
 AD5737
 AD5737.The dynamic height is computed by dividing the NAVD 88
 AD5737.geopotential number by the normal gravity value computed on the
 AD5737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5737.degrees latitude (g = 980.6199 gals.).
 AD5737
 AD5737.The modeled gravity was interpolated from observed gravity values.
 AD5737
 AD5737;                    North         East    Units  Estimated Accuracy
 AD5737;SPC FL E     -   187,650.      126,710.      MT  (+/- 180 meters Scaled)
 AD5737
 AD5737                          SUPERSEDED SURVEY CONTROL
 AD5737
 AD5737  NGVD 29 (09/01/92)    1.541  (m)            5.06   (f) ADJUSTED    2 1
 AD5737
 AD5737.Superseded values are not recommended for survey control.
 AD5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5737.See file dsdata.txt to determine how the superseded data were derived.
 AD5737
 AD5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ267787(NAD 83)
 AD5737_MARKER: DJ = TIDAL STATION DISK
 AD5737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5737_SP_SET: COPPER-CLAD STEEL ROD
 AD5737_STAMPING: 5024 C 1978
 AD5737_MARK LOGO: NOS   
 AD5737_PROJECTION: FLUSH
 AD5737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5737_ROD/PIPE-DEPTH: 14.6 meters
 AD5737
 AD5737  HISTORY     - Date     Condition        Report By
 AD5737  HISTORY     - 1978     MONUMENTED       NOS
 AD5737  HISTORY     - 1980     GOOD             FLDNR
 AD5737  HISTORY     - 1984     GOOD             FLDNR
 AD5737
 AD5737                          STATION DESCRIPTION
 AD5737
 AD5737'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5737'10 MI SOUTH FROM NAPLES.
 AD5737'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5737'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5737'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5737'ROOKERY BAY MARINE LABORATORY. GO NORTHERLY ALONG THE DRIVEWAY TO THE
 AD5737'MARK. THE MARK BEARS 32.7 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AD5737'HEADQUARTERS BUILDING, 160 FEET SOUTH SOUTHEAST OF BENCH MARK 5024 B
 AD5737'1978, 19.7 FEET SOUTHEAST OF A GASOLINE PUMP, 77 FEET SOUTH OF A
 AD5737'24 INCH MANGO TREE AND 15 FEET WEST OF THE CENTERLINE OF THE
 AD5737'DRIVEWAY.
 AD5737
 AD5737                          STATION RECOVERY (1984)
 AD5737
 AD5737'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5737'RECOVERED IN GOOD CONDITION EXCEPT ADD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5738 ***********************************************************************
 AD5738  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5738  DESIGNATION -  872 5024 D TIDAL
 AD5738  PID         -  AD5738
 AD5738  STATE/COUNTY-  FL/COLLIER
 AD5738  USGS QUAD   -  BELLE MEADE (1991)
 AD5738
 AD5738                         *CURRENT SURVEY CONTROL
 AD5738  ___________________________________________________________________
 AD5738* NAD 83(1986)-  26 01 31.     (N)    081 43 58.     (W)     SCALED    
 AD5738* NAVD 88     -         2.311  (meters)       7.58   (feet)  ADJUSTED  
 AD5738  ___________________________________________________________________
 AD5738  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD5738  DYNAMIC HT  -           2.307 (meters)       7.57  (feet)  COMP
 AD5738  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AD5738
 AD5738  VERT ORDER  -  SECOND    CLASS I
 AD5738
 AD5738.The horizontal coordinates were scaled from a topographic map and have
 AD5738.an estimated accuracy of +/- 6 seconds.
 AD5738
 AD5738.The orthometric height was determined by differential leveling
 AD5738.and adjusted by the National Geodetic Survey in June 1991..
 AD5738
 AD5738.This Tidal Bench Mark is designated as VM 7831
 AD5738.by the Center for Operational Oceanographic Products and Services.
 AD5738
 AD5738.The geoid height was determined by GEOID03.
 AD5738
 AD5738.The dynamic height is computed by dividing the NAVD 88
 AD5738.geopotential number by the normal gravity value computed on the
 AD5738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5738.degrees latitude (g = 980.6199 gals.).
 AD5738
 AD5738.The modeled gravity was interpolated from observed gravity values.
 AD5738
 AD5738;                    North         East    Units  Estimated Accuracy
 AD5738;SPC FL E     -   187,620.      126,660.      MT  (+/- 180 meters Scaled)
 AD5738
 AD5738                          SUPERSEDED SURVEY CONTROL
 AD5738
 AD5738  NGVD 29 (09/01/92)    2.706  (m)            8.88   (f) ADJUSTED    2 1
 AD5738
 AD5738.Superseded values are not recommended for survey control.
 AD5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5738.See file dsdata.txt to determine how the superseded data were derived.
 AD5738
 AD5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ266786(NAD 83)
 AD5738_MARKER: DJ = TIDAL STATION DISK
 AD5738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5738_SP_SET: CONCRETE POST
 AD5738_STAMPING: 5024 D 1978
 AD5738_MARK LOGO: NOS   
 AD5738_PROJECTION: FLUSH
 AD5738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5738+STABILITY: SURFACE MOTION
 AD5738
 AD5738  HISTORY     - Date     Condition        Report By
 AD5738  HISTORY     - 1978     MONUMENTED       NOS
 AD5738  HISTORY     - 1980     GOOD             FLDNR
 AD5738  HISTORY     - 1984     GOOD             FLDNR
 AD5738
 AD5738                          STATION DESCRIPTION
 AD5738
 AD5738'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5738'10 MI SOUTH FROM NAPLES.
 AD5738'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5738'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5738'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5738'ROOKERY BAY MARINE LABORATORY, CONTINUE WESTERLY ON SHELL ROAD FOR
 AD5738'0.25 MILES TO A PAIR OF DIRT ROADS LEADING SOUTH. GO APPROXIMATELY 120
 AD5738'YARDS SOUTH ON THE WESTERLY ROAD TO THE MARK. THE MARK BEARS
 AD5738'20.9 FEET NORTH OF THE NORTHERN OF TWO 2 INCH WATER WELLS, 183 FEET
 AD5738'SOUTH OF A POWER POLE AND 24 FEET EAST OF THE CENTERLINE OF THE DIRT
 AD5738'ROAD.
 AD5738'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AD5738
 AD5738                          STATION RECOVERY (1984)
 AD5738
 AD5738'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5739 ***********************************************************************
 AD5739  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5739  DESIGNATION -  872 5024 E TIDAL
 AD5739  PID         -  AD5739
 AD5739  STATE/COUNTY-  FL/COLLIER
 AD5739  USGS QUAD   -  BELLE MEADE (1991)
 AD5739
 AD5739                         *CURRENT SURVEY CONTROL
 AD5739  ___________________________________________________________________
 AD5739* NAD 83(1986)-  26 01 30.     (N)    081 44 00.     (W)     SCALED    
 AD5739* NAVD 88     -         2.003  (meters)       6.57   (feet)  ADJUSTED  
 AD5739  ___________________________________________________________________
 AD5739  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD5739  DYNAMIC HT  -           2.000 (meters)       6.56  (feet)  COMP
 AD5739  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AD5739
 AD5739  VERT ORDER  -  SECOND    CLASS I
 AD5739
 AD5739.The horizontal coordinates were scaled from a topographic map and have
 AD5739.an estimated accuracy of +/- 6 seconds.
 AD5739
 AD5739.The orthometric height was determined by differential leveling
 AD5739.and adjusted by the National Geodetic Survey in June 1991..
 AD5739
 AD5739.This Tidal Bench Mark is designated as VM 7832
 AD5739.by the Center for Operational Oceanographic Products and Services.
 AD5739
 AD5739.The geoid height was determined by GEOID03.
 AD5739
 AD5739.The dynamic height is computed by dividing the NAVD 88
 AD5739.geopotential number by the normal gravity value computed on the
 AD5739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5739.degrees latitude (g = 980.6199 gals.).
 AD5739
 AD5739.The modeled gravity was interpolated from observed gravity values.
 AD5739
 AD5739;                    North         East    Units  Estimated Accuracy
 AD5739;SPC FL E     -   187,590.      126,600.      MT  (+/- 180 meters Scaled)
 AD5739
 AD5739                          SUPERSEDED SURVEY CONTROL
 AD5739
 AD5739  NGVD 29 (09/01/92)    2.398  (m)            7.87   (f) ADJUSTED    2 1
 AD5739
 AD5739.Superseded values are not recommended for survey control.
 AD5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5739.See file dsdata.txt to determine how the superseded data were derived.
 AD5739
 AD5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ266786(NAD 83)
 AD5739_MARKER: DJ = TIDAL STATION DISK
 AD5739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5739_SP_SET: CONCRETE POST
 AD5739_STAMPING: 5024 E 1978
 AD5739_MARK LOGO: NOS   
 AD5739_PROJECTION: FLUSH
 AD5739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5739+STABILITY: SURFACE MOTION
 AD5739
 AD5739  HISTORY     - Date     Condition        Report By
 AD5739  HISTORY     - 1978     MONUMENTED       NOS
 AD5739  HISTORY     - 1980     GOOD             FLDNR
 AD5739  HISTORY     - 1984     GOOD             FLDNR
 AD5739
 AD5739                          STATION DESCRIPTION
 AD5739
 AD5739'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5739'10 MI SOUTH FROM NAPLES.
 AD5739'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5739'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5739'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5739'ROOKERY BAY MARINE LABORATORY. CONTINUE WESTERLY ON SHELL ROAD FOR
 AD5739'0.45 MILES TO ADDITIONAL LAB BUILDINGS. THE MARK BEARS 83 FEET
 AD5739'SOUTHEAST OF A COCONUT PALM TREE, 14.5 FEET NORTH NORTHEAST OF A
 AD5739'LARGE SEAGRAPE TREE, AND 54 FEET WEST OF THE CENTERLINE OF THE DIRT
 AD5739'ROAD.
 AD5739'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 AD5739
 AD5739                          STATION RECOVERY (1984)
 AD5739
 AD5739'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5740 ***********************************************************************
 AD5740  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5740  DESIGNATION -  872 5024 F TIDAL
 AD5740  PID         -  AD5740
 AD5740  STATE/COUNTY-  FL/COLLIER
 AD5740  USGS QUAD   -  BELLE MEADE (1991)
 AD5740
 AD5740                         *CURRENT SURVEY CONTROL
 AD5740  ___________________________________________________________________
 AD5740* NAD 83(1986)-  26 01 29.     (N)    081 44 02.     (W)     SCALED    
 AD5740* NAVD 88     -         1.194  (meters)       3.92   (feet)  ADJUSTED  
 AD5740  ___________________________________________________________________
 AD5740  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD5740  DYNAMIC HT  -           1.193 (meters)       3.91  (feet)  COMP
 AD5740  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AD5740
 AD5740  VERT ORDER  -  SECOND    CLASS I
 AD5740
 AD5740.The horizontal coordinates were scaled from a topographic map and have
 AD5740.an estimated accuracy of +/- 6 seconds.
 AD5740
 AD5740.The orthometric height was determined by differential leveling
 AD5740.and adjusted by the National Geodetic Survey in June 1991..
 AD5740
 AD5740.This Tidal Bench Mark is designated as VM 7833
 AD5740.by the Center for Operational Oceanographic Products and Services.
 AD5740
 AD5740.The geoid height was determined by GEOID03.
 AD5740
 AD5740.The dynamic height is computed by dividing the NAVD 88
 AD5740.geopotential number by the normal gravity value computed on the
 AD5740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5740.degrees latitude (g = 980.6199 gals.).
 AD5740
 AD5740.The modeled gravity was interpolated from observed gravity values.
 AD5740
 AD5740;                    North         East    Units  Estimated Accuracy
 AD5740;SPC FL E     -   187,560.      126,540.      MT  (+/- 180 meters Scaled)
 AD5740
 AD5740                          SUPERSEDED SURVEY CONTROL
 AD5740
 AD5740  NGVD 29 (09/01/92)    1.589  (m)            5.21   (f) ADJUSTED    2 1
 AD5740
 AD5740.Superseded values are not recommended for survey control.
 AD5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5740.See file dsdata.txt to determine how the superseded data were derived.
 AD5740
 AD5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ265786(NAD 83)
 AD5740_MARKER: DJ = TIDAL STATION DISK
 AD5740_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5740+WITH SETTING: PAVEMENT
 AD5740_SP_SET: BASE FOR MONUMENT
 AD5740_STAMPING: 5024 F 1978
 AD5740_MARK LOGO: NOS   
 AD5740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5740+STABILITY: SURFACE MOTION
 AD5740
 AD5740  HISTORY     - Date     Condition        Report By
 AD5740  HISTORY     - 1978     MONUMENTED       NOS
 AD5740  HISTORY     - 1980     GOOD             FLDNR
 AD5740  HISTORY     - 1984     GOOD             FLDNR
 AD5740
 AD5740                          STATION DESCRIPTION
 AD5740
 AD5740'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5740'10 MI SOUTH FROM NAPLES.
 AD5740'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5740'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5740'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5740'ROOKERY BAY MARINE LABORATORY. CONTINUE WESTERLY ALONG SHELL ROAD FOR
 AD5740'0.30 MILES TO A FORK IN THE ROAD. GO WESTERLY ON THE WEST FORK FOR
 AD5740'APPROXIMATELY 300 YARDS TO END OF THE ROAD AND THE MARK. THE MARK IS
 AD5740'SET FLUSH IN THE CONCRETE BASE OF A MONUMENT, ON THE SOUTHWEST CORNER
 AD5740'THE BASE IS 6 FEET BY 6 FEET BY 2 FEET HIGH. THE MONUMENT IS
 AD5740'APPROXIMATELY 15 FEET HIGH. THE MARK BEARS 24 FEET SOUTHEAST OF THE
 AD5740'MEAN HIGH WATER LINE.
 AD5740
 AD5740                          STATION RECOVERY (1984)
 AD5740
 AD5740'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5740'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD5740'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD5740'ROAD, GO 2.85 MILES SOUTHWEST ON SHELL ISLAND ROAD TO A FOOT-TRAIL
 AD5740'(FORMERLY A ROAD) ON THE LEFT, GO ABOUT 300 YARDS WESTERLY ON THE FOOT
 AD5740'TRAIL TO ITS END AT THE WATERS EDGE AND THE MARK VICINITY.  THE MARK
 AD5740'IS SET IN THE SOUTHWEST CORNER OF THE BASE (6-FOOT BY 6-FOOT BY 2-FOOT
 AD5740'HIGH) FOR A 15-FOOT HIGH MONUMENT TO THE NATIONAL AUDUBON SOCIETY, AND
 AD5740'24 FEET SOUTHEAST OF THE APPROXIMATE MEAN HIGH WATER LINE.
 AD5740'THE MARK IS 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6319 ***********************************************************************
 AD6319  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6319  DESIGNATION -  872 5024 G TIDAL
 AD6319  PID         -  AD6319
 AD6319  STATE/COUNTY-  FL/COLLIER
 AD6319  USGS QUAD   -  BELLE MEADE (1991)
 AD6319
 AD6319                         *CURRENT SURVEY CONTROL
 AD6319  ___________________________________________________________________
 AD6319* NAD 83(1986)-  26 01 26.     (N)    081 44 02.     (W)     SCALED    
 AD6319* NAVD 88     -         0.414  (meters)       1.36   (feet)  ADJUSTED  
 AD6319  ___________________________________________________________________
 AD6319  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD6319  DYNAMIC HT  -           0.413 (meters)       1.35  (feet)  COMP
 AD6319  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AD6319
 AD6319  VERT ORDER  -  SECOND    CLASS I
 AD6319
 AD6319.The horizontal coordinates were scaled from a topographic map and have
 AD6319.an estimated accuracy of +/- 6 seconds.
 AD6319
 AD6319.The orthometric height was determined by differential leveling
 AD6319.and adjusted by the National Geodetic Survey in June 1991..
 AD6319
 AD6319.This Tidal Bench Mark is designated as VM 7834
 AD6319.by the Center for Operational Oceanographic Products and Services.
 AD6319
 AD6319.The geoid height was determined by GEOID03.
 AD6319
 AD6319.The dynamic height is computed by dividing the NAVD 88
 AD6319.geopotential number by the normal gravity value computed on the
 AD6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6319.degrees latitude (g = 980.6199 gals.).
 AD6319
 AD6319.The modeled gravity was interpolated from observed gravity values.
 AD6319
 AD6319;                    North         East    Units  Estimated Accuracy
 AD6319;SPC FL E     -   187,470.      126,540.      MT  (+/- 180 meters Scaled)
 AD6319
 AD6319                          SUPERSEDED SURVEY CONTROL
 AD6319
 AD6319  NGVD 29 (09/01/92)    0.809  (m)            2.65   (f) ADJUSTED    2 1
 AD6319
 AD6319.Superseded values are not recommended for survey control.
 AD6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6319.See file dsdata.txt to determine how the superseded data were derived.
 AD6319
 AD6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ265785(NAD 83)
 AD6319_MARKER: DJ = TIDAL STATION DISK
 AD6319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6319_SP_SET: CONCRETE POST
 AD6319_STAMPING: 5024 G 1981 BSM
 AD6319_MARK LOGO: FLDNR 
 AD6319_PROJECTION: FLUSH
 AD6319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6319+STABILITY: SURFACE MOTION
 AD6319
 AD6319  HISTORY     - Date     Condition        Report By
 AD6319  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6319  HISTORY     - 1984     GOOD             FLDNR
 AD6319  HISTORY     - 1990     GOOD             USPSQD
 AD6319
 AD6319                          STATION DESCRIPTION
 AD6319
 AD6319'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6319'4.65 MI SW FROM BELLE MEADE.
 AD6319'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD6319'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD6319'ROAD, GO 2.75 MILES SOUTHWEST ON SHELL ISLAND ROAD TO THE ROOKERY BAY
 AD6319'MARINE LABORATORY BOAT RAMP AND THE MARK VICINITY.  THE MARK BEARS 2.5
 AD6319'FEET SOUTHEAST OF A WOODEN FENCE, 28 FEET EAST-SOUTHEAST OF THE
 AD6319'EASTERN END OF THE FENCE GATE, 34.2 FEET EAST OF THE CENTERLINE OF THE
 AD6319'DIRT ROAD, 97 FEET EAST OF THE CENTERLINE OF THE BOAT RAMP, 1.8 FEET
 AD6319'SOUTHEAST OF A WITNESS POST, AND APPROXIMATELY 475 FEET EAST-SOUTHEAST
 AD6319'OF BENCH MARK 5024 H 1981 BSM.
 AD6319
 AD6319                          STATION RECOVERY (1990)
 AD6319
 AD6319'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6320 ***********************************************************************
 AD6320  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6320  DESIGNATION -  872 5024 H TIDAL
 AD6320  PID         -  AD6320
 AD6320  STATE/COUNTY-  FL/COLLIER
 AD6320  USGS QUAD   -  BELLE MEADE (1991)
 AD6320
 AD6320                         *CURRENT SURVEY CONTROL
 AD6320  ___________________________________________________________________
 AD6320* NAD 83(1986)-  26 01 26.     (N)    081 44 05.     (W)     SCALED    
 AD6320* NAVD 88     -         0.333  (meters)       1.09   (feet)  ADJUSTED  
 AD6320  ___________________________________________________________________
 AD6320  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AD6320  DYNAMIC HT  -           0.332 (meters)       1.09  (feet)  COMP
 AD6320  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AD6320
 AD6320  VERT ORDER  -  SECOND    CLASS I
 AD6320
 AD6320.The horizontal coordinates were scaled from a topographic map and have
 AD6320.an estimated accuracy of +/- 6 seconds.
 AD6320
 AD6320.The orthometric height was determined by differential leveling
 AD6320.and adjusted by the National Geodetic Survey in June 1991..
 AD6320
 AD6320.This Tidal Bench Mark is designated as VM 7835
 AD6320.by the Center for Operational Oceanographic Products and Services.
 AD6320
 AD6320.The geoid height was determined by GEOID03.
 AD6320
 AD6320.The dynamic height is computed by dividing the NAVD 88
 AD6320.geopotential number by the normal gravity value computed on the
 AD6320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6320.degrees latitude (g = 980.6199 gals.).
 AD6320
 AD6320.The modeled gravity was interpolated from observed gravity values.
 AD6320
 AD6320;                    North         East    Units  Estimated Accuracy
 AD6320;SPC FL E     -   187,470.      126,460.      MT  (+/- 180 meters Scaled)
 AD6320
 AD6320                          SUPERSEDED SURVEY CONTROL
 AD6320
 AD6320  NGVD 29 (09/01/92)    0.728  (m)            2.39   (f) ADJUSTED    2 1
 AD6320
 AD6320.Superseded values are not recommended for survey control.
 AD6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6320.See file dsdata.txt to determine how the superseded data were derived.
 AD6320
 AD6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ264785(NAD 83)
 AD6320_MARKER: DJ = TIDAL STATION DISK
 AD6320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6320_SP_SET: CONCRETE POST
 AD6320_STAMPING: 5024 H 1981 BSM
 AD6320_MARK LOGO: FLDNR 
 AD6320_PROJECTION: FLUSH
 AD6320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6320+STABILITY: SURFACE MOTION
 AD6320
 AD6320  HISTORY     - Date     Condition        Report By
 AD6320  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6320  HISTORY     - 1984     GOOD             FLDNR
 AD6320  HISTORY     - 1990     GOOD             USPSQD
 AD6320
 AD6320                          STATION DESCRIPTION
 AD6320
 AD6320'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6320'4.65 MI SW FROM BELLE MEADE.
 AD6320'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD6320'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD6320'ROAD, GO 2.75 MILES SOUTHWEST ON SHELL ISLAND ROAD TO THE ROOKERY BAY
 AD6320'MARINE LABORATORY BOAT RAMP AND THE MARK VICINITY.  THE MARK BEARS 22
 AD6320'FEET WEST OF A BLOCKED-OFF DIRT ROAD LEADING TO THE AUDUBON SOCIETY
 AD6320'MONUMENT, 15.2 FEET NORTH OF A FOOTPATH, 34.5 FEET WEST OF THE EDGE OF
 AD6320'THE SMALL WATER BASIN IN WHICH THE BOAT RAMP IS LOCATED, 2.7 FEET EAST
 AD6320'OF A WITNESS POST, APPROXIMATELY 475 FEET WEST-NORTHWEST OF BENCH MARK
 AD6320'5024 G 1981 BSM, AND APPROXIMATELY 600 FEET NORTH OF BENCH MARK 5024 J
 AD6320'1981 BSM.
 AD6320'THE MARK IS 0.1 FT ABOVE GROUND.
 AD6320
 AD6320                          STATION RECOVERY (1990)
 AD6320
 AD6320'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6321 ***********************************************************************
 AD6321  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6321  DESIGNATION -  872 5024 J TIDAL
 AD6321  PID         -  AD6321
 AD6321  STATE/COUNTY-  FL/COLLIER
 AD6321  USGS QUAD   -  BELLE MEADE (1991)
 AD6321
 AD6321                         *CURRENT SURVEY CONTROL
 AD6321  ___________________________________________________________________
 AD6321* NAD 83(1986)-  26 01 21.     (N)    081 44 06.     (W)     SCALED    
 AD6321* NAVD 88     -         0.513  (meters)       1.68   (feet)  ADJUSTED  
 AD6321  ___________________________________________________________________
 AD6321  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AD6321  DYNAMIC HT  -           0.512 (meters)       1.68  (feet)  COMP
 AD6321  MODELED GRAV-     979,041.0   (mgal)                       NAVD 88
 AD6321
 AD6321  VERT ORDER  -  SECOND    CLASS I
 AD6321
 AD6321.The horizontal coordinates were scaled from a topographic map and have
 AD6321.an estimated accuracy of +/- 6 seconds.
 AD6321
 AD6321.The orthometric height was determined by differential leveling
 AD6321.and adjusted by the National Geodetic Survey in June 1991..
 AD6321
 AD6321.This Tidal Bench Mark is designated as VM 7838
 AD6321.by the Center for Operational Oceanographic Products and Services.
 AD6321
 AD6321.The geoid height was determined by GEOID03.
 AD6321
 AD6321.The dynamic height is computed by dividing the NAVD 88
 AD6321.geopotential number by the normal gravity value computed on the
 AD6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6321.degrees latitude (g = 980.6199 gals.).
 AD6321
 AD6321.The modeled gravity was interpolated from observed gravity values.
 AD6321
 AD6321;                    North         East    Units  Estimated Accuracy
 AD6321;SPC FL E     -   187,310.      126,430.      MT  (+/- 180 meters Scaled)
 AD6321
 AD6321                          SUPERSEDED SURVEY CONTROL
 AD6321
 AD6321  NGVD 29 (09/01/92)    0.908  (m)            2.98   (f) ADJUSTED    2 1
 AD6321
 AD6321.Superseded values are not recommended for survey control.
 AD6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6321.See file dsdata.txt to determine how the superseded data were derived.
 AD6321
 AD6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ264783(NAD 83)
 AD6321_MARKER: DJ = TIDAL STATION DISK
 AD6321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6321_SP_SET: CONCRETE POST
 AD6321_STAMPING: 5024 J 1981 BSM
 AD6321_MARK LOGO: FLDNR 
 AD6321_PROJECTION: FLUSH
 AD6321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6321+STABILITY: SURFACE MOTION
 AD6321
 AD6321  HISTORY     - Date     Condition        Report By
 AD6321  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6321  HISTORY     - 1984     GOOD             FLDNR
 AD6321  HISTORY     - 1990     GOOD             USPSQD
 AD6321
 AD6321                          STATION DESCRIPTION
 AD6321
 AD6321'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6321'4.65 MI SW FROM BELLE MEADE.
 AD6321'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD6321'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD6321'ROAD, GO 2.75 MILES SOUTHWEST ON SHELL ISLAND ROAD TO THE ROOKERY BAY
 AD6321'MARINE LABORATORY BOAT RAMP AND THE MARK VICINITY.  THE MARK BEARS
 AD6321'23.4 FEET SOUTHEAST OF THE EDGE OF THE BAY, 3.8 FEET NORTHEAST OF A
 AD6321'WITNESS POST, 8 FEET WEST OF THE MAIN FOOTPATH, 23 FEET SOUTH OF A
 AD6321'FOOTPATH LEADING TO THE WATER, AND APPROXIMATELY 600 FEET SOUTH OF
 AD6321'BENCH MARK 5024 H 1981 BSM.
 AD6321'THE MARK IS 0.1 FT ABOVE GROUND.
 AD6321
 AD6321                          STATION RECOVERY (1990)
 AD6321
 AD6321'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6338 ***********************************************************************
 AD6338  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6338  DESIGNATION -  872 5110 A TIDAL
 AD6338  PID         -  AD6338
 AD6338  STATE/COUNTY-  FL/COLLIER
 AD6338  USGS QUAD   -  NAPLES NORTH (1987)
 AD6338
 AD6338                         *CURRENT SURVEY CONTROL
 AD6338  ___________________________________________________________________
 AD6338* NAD 83(1986)-  26 07 51.     (N)    081 48 12.     (W)     SCALED    
 AD6338* NAVD 88     -         1.264  (meters)       4.15   (feet)  ADJUSTED  
 AD6338  ___________________________________________________________________
 AD6338  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD6338  DYNAMIC HT  -           1.262 (meters)       4.14  (feet)  COMP
 AD6338  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AD6338
 AD6338  VERT ORDER  -  FIRST     CLASS II
 AD6338
 AD6338.The horizontal coordinates were scaled from a topographic map and have
 AD6338.an estimated accuracy of +/- 6 seconds.
 AD6338
 AD6338.The orthometric height was determined by differential leveling
 AD6338.and adjusted by the National Geodetic Survey in September 1992..
 AD6338.WARNING-Repeat measurements at this control monument indicate possible
 AD6338.vertical movement.
 AD6338
 AD6338.This Tidal Bench Mark is designated as VM 725
 AD6338.by the Center for Operational Oceanographic Products and Services.
 AD6338
 AD6338.The geoid height was determined by GEOID03.
 AD6338
 AD6338.The dynamic height is computed by dividing the NAVD 88
 AD6338.geopotential number by the normal gravity value computed on the
 AD6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6338.degrees latitude (g = 980.6199 gals.).
 AD6338
 AD6338.The modeled gravity was interpolated from observed gravity values.
 AD6338
 AD6338;                    North         East    Units  Estimated Accuracy
 AD6338;SPC FL E     -   199,360.      119,670.      MT  (+/- 180 meters Scaled)
 AD6338
 AD6338                          SUPERSEDED SURVEY CONTROL
 AD6338
 AD6338  NAVD 88 (06/15/91)    1.240  (m)            4.07   (f) UNKNOWN     1 2
 AD6338  NGVD 29 (09/01/92)    1.650  (m)            5.41   (f) ADJUSTED    1 2
 AD6338
 AD6338.Superseded values are not recommended for survey control.
 AD6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6338.See file dsdata.txt to determine how the superseded data were derived.
 AD6338
 AD6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ196904(NAD 83)
 AD6338_MARKER: DJ = TIDAL STATION DISK
 AD6338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD6338_SP_SET: STAINLESS STEEL ROD
 AD6338_STAMPING: 5110 A 1978
 AD6338_MARK LOGO: NOS   
 AD6338_PROJECTION: PROJECTING 5 CENTIMETERS
 AD6338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6338+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 AD6338_ROD/PIPE-DEPTH: 11.0 meters
 AD6338
 AD6338  HISTORY     - Date     Condition        Report By
 AD6338  HISTORY     - 1978     MONUMENTED       NOS
 AD6338  HISTORY     - 1984     GOOD             FLDNR
 AD6338  HISTORY     - 1986     GOOD             FLDNR
 AD6338  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6338  HISTORY     - 1990     GOOD             USPSQD
 AD6338  HISTORY     - 19920331 GOOD             NGS
 AD6338  HISTORY     - 20010424 GOOD             NOS
 AD6338
 AD6338                          STATION DESCRIPTION
 AD6338
 AD6338'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6338'IN NAPLES.
 AD6338'THE MARK IS AT THE INTERSECTION OF 13TH AVENUE SOUTH AND GORDON DRIVE,
 AD6338'AT THE SOUTHWEST CORNER OF A MUNICIPAL PARKING LOT, 54.2 FEET NORTH OF
 AD6338'THE CENTERLINE OF 13TH AVENUE, AND 36 FEET EAST OF THE CENTERLINE OF
 AD6338'GORDON DRIVE.
 AD6338
 AD6338                          STATION RECOVERY (1986)
 AD6338
 AD6338'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6338'THE MARK IS AT THE INTERSECTION OF 13TH AVENUE SOUTH AND GORDON
 AD6338'DRIVE, AT THE SOUTHWEST CORNER OF A MUNICIPAL PARKING LOT, 54.2 FEET
 AD6338'NORTH OF THE CENTERLINE OF 13TH AVENUE, AND 36.0 FEET EAST OF THE
 AD6338'CENTERLINE OF GORDON DRIVE.
 AD6338
 AD6338                          STATION RECOVERY (1990)
 AD6338
 AD6338'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6338'MARK NOT FOUND.
 AD6338
 AD6338                          STATION RECOVERY (1990)
 AD6338
 AD6338'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFB)
 AD6338'RECOVERED IN GOOD CONDITION.
 AD6338
 AD6338                          STATION RECOVERY (1992)
 AD6338
 AD6338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD6338'IN NAPLES, AT THE INTERSECTION OF GORDON DRIVE AND 13TH AVENUE SOUTH,
 AD6338'16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 10.8 M (35.4
 AD6338'FT) EAST OF THE CENTERLINE OF THE DRIVE, 0.3 M (1.0 FT) ABOVE THE
 AD6338'LEVEL OF THE DRIVE, 0.1 M (0.3 FT) WEST OF A WITNESS POST, AND THE
 AD6338'DISK IS ENCASED IN A 4 INCH PVC PIPE THAT PROJECTS 0.05 M (0.16 FT)
 AD6338'ABOVE THE GROUND SURFACE.
 AD6338
 AD6338                          STATION RECOVERY (2001)
 AD6338
 AD6338'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 AD6338'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6336 ***********************************************************************
 AD6336  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6336  DESIGNATION -  872 5110 B TIDAL
 AD6336  PID         -  AD6336
 AD6336  STATE/COUNTY-  FL/COLLIER
 AD6336  USGS QUAD   -  NAPLES NORTH (1987)
 AD6336
 AD6336                         *CURRENT SURVEY CONTROL
 AD6336  ___________________________________________________________________
 AD6336* NAD 83(1986)-  26 08 09.     (N)    081 48 09.     (W)     SCALED    
 AD6336* NAVD 88     -         2.516  (meters)       8.25   (feet)  ADJUSTED  
 AD6336  ___________________________________________________________________
 AD6336  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AD6336  DYNAMIC HT  -           2.512 (meters)       8.24  (feet)  COMP
 AD6336  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AD6336
 AD6336  VERT ORDER  -  SECOND    CLASS I
 AD6336
 AD6336.The horizontal coordinates were scaled from a topographic map and have
 AD6336.an estimated accuracy of +/- 6 seconds.
 AD6336
 AD6336.The orthometric height was determined by differential leveling
 AD6336.and adjusted by the National Geodetic Survey in January 2005..
 AD6336
 AD6336.This Tidal Bench Mark is designated as VM 726
 AD6336.by the Center for Operational Oceanographic Products and Services.
 AD6336
 AD6336.The geoid height was determined by GEOID03.
 AD6336
 AD6336.The dynamic height is computed by dividing the NAVD 88
 AD6336.geopotential number by the normal gravity value computed on the
 AD6336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6336.degrees latitude (g = 980.6199 gals.).
 AD6336
 AD6336.The modeled gravity was interpolated from observed gravity values.
 AD6336
 AD6336;                    North         East    Units  Estimated Accuracy
 AD6336;SPC FL E     -   199,910.      119,750.      MT  (+/- 180 meters Scaled)
 AD6336
 AD6336                          SUPERSEDED SURVEY CONTROL
 AD6336
 AD6336  NAVD 88 (09/04/92)    2.519  (m)            8.26   (f) UNKNOWN     1 2
 AD6336  NAVD 88 (06/15/91)    2.519  (m)            8.26   (f) UNKNOWN     1 2
 AD6336  NGVD 29 (09/01/92)    2.904  (m)            9.53   (f) ADJUSTED    1 2
 AD6336
 AD6336.Superseded values are not recommended for survey control.
 AD6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6336.See file dsdata.txt to determine how the superseded data were derived.
 AD6336
 AD6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ197909(NAD 83)
 AD6336_MARKER: DJ = TIDAL STATION DISK
 AD6336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6336_SP_SET: LANDING
 AD6336_STAMPING: 5110 B 1978
 AD6336_MARK LOGO: NOS   
 AD6336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6336+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 AD6336
 AD6336  HISTORY     - Date     Condition        Report By
 AD6336  HISTORY     - 1978     MONUMENTED       NOS
 AD6336  HISTORY     - 1984     GOOD             FLDNR
 AD6336  HISTORY     - 1986     GOOD             FLDNR
 AD6336  HISTORY     - 1990     GOOD             USPSQD
 AD6336  HISTORY     - 1990     GOOD             USPSQD
 AD6336  HISTORY     - 19920301 GOOD             NGS
 AD6336  HISTORY     - 20010424 GOOD             NOS
 AD6336  HISTORY     - 20050503 GOOD             USPSQD
 AD6336
 AD6336                          STATION DESCRIPTION
 AD6336
 AD6336'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6336'IN NAPLES.
 AD6336'THE MARK IS AT THE INTERSECTION OF 10TH AVENUE AND 3RD STREET, SET IN
 AD6336'THE TOP STEP TO THE ST. ANN PARISH HALL, 119 FEET NORTH OF THE
 AD6336'CENTERLINE OF 10TH AVENUE, 61 FEET EAST OF THE CENTERLINE OF 3RD
 AD6336'STREET, AND 100 FEET SOUTH OF THE CHURCH.
 AD6336
 AD6336                          STATION RECOVERY (1986)
 AD6336
 AD6336'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6336'THE MARK IS AT THE INTERSECTION OF 10TH AVENUE SOUTH AND 3RD STREET,
 AD6336'SET IN THE TOP STEP TO THE ST. ANNS PARRISH HALL, 119.0 FEET NORTH
 AD6336'OF THE CENTERLINE OF 10TH AVENUE, 61.0 FEET EAST OF THE CENTERLINE OF
 AD6336'3RD STREET, AND 100 FEET SOUTH OF THE CHURCH.
 AD6336
 AD6336                          STATION RECOVERY (1990)
 AD6336
 AD6336'RECOVERY NOTE BY US POWER SQUADRON 1990 (JAO)
 AD6336'RECOVERED IN GOOD CONDITION.
 AD6336
 AD6336                          STATION RECOVERY (1990)
 AD6336
 AD6336'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6336'RECOVERED IN GOOD CONDITION.
 AD6336
 AD6336                          STATION RECOVERY (1992)
 AD6336
 AD6336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD6336'IN NAPLES, AT THE INTERSECTION OF 3RD STREET SOUTH AND 10TH AVENUE
 AD6336'SOUTH, IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST CORNER
 AD6336'OF THE TOP CONCRETE STEP AT THE WEST ENTRANCE TO SAINT ANNS PARISH
 AD6336'HALL AT 995 3RD STREET SOUTH, 37.2 M (122.0 FT) NORTH OF THE CENTER
 AD6336'OF THE AVENUE, 20.8 M (68.2 FT) EAST OF THE CENTERLINE OF THE STREET,
 AD6336'3.8 M (12.5 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 AD6336'AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.
 AD6336
 AD6336                          STATION RECOVERY (2001)
 AD6336
 AD6336'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 AD6336'RECOVERED AS DESCRIBED.
 AD6336
 AD6336                          STATION RECOVERY (2005)
 AD6336
 AD6336'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD6336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6337 ***********************************************************************
 AD6337  HT_MOD      -  This is a Height Modernization Survey Station.
 AD6337  CBN         -  This is a Cooperative Base Network Control Station.
 AD6337  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6337  DESIGNATION -  872 5110 C TIDAL
 AD6337  PID         -  AD6337
 AD6337  STATE/COUNTY-  FL/COLLIER
 AD6337  USGS QUAD   -  NAPLES NORTH (1987)
 AD6337
 AD6337                         *CURRENT SURVEY CONTROL
 AD6337  ___________________________________________________________________
 AD6337* NAD 83(1999)-  26 07 58.99409(N)    081 48 07.48286(W)     ADJUSTED  
 AD6337* NAVD 88     -         1.48   (meters)       4.9    (feet)  GPS OBS   
 AD6337  ___________________________________________________________________
 AD6337  X           -     817,033.149 (meters)                     COMP
 AD6337  Y           -  -5,671,274.656 (meters)                     COMP
 AD6337  Z           -   2,792,293.803 (meters)                     COMP
 AD6337  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AD6337  ELLIP HEIGHT-         -21.96  (meters)          (12/09/02) GPS OBS
 AD6337  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AD6337  DYNAMIC HT  -           1.48  (meters)       4.9   (feet)  COMP
 AD6337  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AD6337
 AD6337  HORZ ORDER  -  A
 AD6337  VERT ORDER  -  THIRD (See Below)
 AD6337  ELLP ORDER  -  FOURTH    CLASS I
 AD6337
 AD6337.The horizontal coordinates were established by GPS observations
 AD6337.and adjusted by the National Geodetic Survey in April 2001..
 AD6337
 AD6337.The orthometric height was determined by GPS observations and a
 AD6337.high-resolution geoid model using precise GPS observation and
 AD6337.processing techniques. It supersedes the leveled height previously
 AD6337.determined for this station.
 AD6337.WARNING-GPS observations at this control monument resulted in a GPS
 AD6337.derived orthometric height which differed from the leveled height by
 AD6337.more than one decimeter (0.1 meter).
 AD6337.The vertical order pertains to the first NAVD 88 superseded value.
 AD6337
 AD6337.This Tidal Bench Mark is designated as VM 727
 AD6337.by the Center for Operational Oceanographic Products and Services.
 AD6337
 AD6337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD6337
 AD6337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6337
 AD6337.The ellipsoidal height was determined by GPS observations
 AD6337.and is referenced to NAD 83.
 AD6337
 AD6337.The geoid height was determined by GEOID03.
 AD6337
 AD6337.The dynamic height is computed by dividing the NAVD 88
 AD6337.geopotential number by the normal gravity value computed on the
 AD6337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6337.degrees latitude (g = 980.6199 gals.).
 AD6337
 AD6337.The modeled gravity was interpolated from observed gravity values.
 AD6337
 AD6337;                    North         East     Units Scale Factor Converg.
 AD6337;SPC FL E     -   199,602.182   119,791.506   MT  1.00002058   -0 21 11.9
 AD6337;SPC FL E     -   654,861.49    393,015.97   sFT  1.00002058   -0 21 11.9
 AD6337;UTM  17      - 2,890,666.060   419,818.873   MT  0.99967938   -0 21 11.9
 AD6337
 AD6337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6337!SPC FL E     -   1.00000345  x   1.00002058  =   1.00002403
 AD6337!UTM  17      -   1.00000345  x   0.99967938  =   0.99968283
 AD6337
 AD6337                          SUPERSEDED SURVEY CONTROL
 AD6337
 AD6337  ELLIP H (04/12/01)  -21.89   (m)                       GP(       ) 4 1
 AD6337  ELLIP H (02/22/95)  -21.77   (m)                       GP(       ) 4 2
 AD6337  NAD 83(1990)-  26 07 58.99294(N)    081 48 07.48337(W) AD(       ) B
 AD6337  ELLIP H (09/13/90)  -21.91   (m)                       GP(       ) 4 1
 AD6337  NAVD 88 (09/04/92)    1.521  (m)            4.99   (f) ADJUSTED    1 2
 AD6337  NAVD 88 (06/15/91)    1.536  (m)            5.04   (f) UNKNOWN     1 2
 AD6337  NGVD 29 (09/01/92)    1.906  (m)            6.25   (f) ADJUSTED    1 2
 AD6337
 AD6337.Superseded values are not recommended for survey control.
 AD6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6337.See file dsdata.txt to determine how the superseded data were derived.
 AD6337
 AD6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1981990666(NAD 83)
 AD6337_MARKER: DJ = TIDAL STATION DISK
 AD6337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD6337_SP_SET: STAINLESS STEEL ROD
 AD6337_STAMPING: 1978 5110 C
 AD6337_MARK LOGO: NOS   
 AD6337_PROJECTION: RECESSED 10 CENTIMETERS
 AD6337_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD6337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6337+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AD6337_ROD/PIPE-DEPTH: 6.10 meters
 AD6337
 AD6337  HISTORY     - Date     Condition        Report By
 AD6337  HISTORY     - 1978     MONUMENTED       NOS
 AD6337  HISTORY     - 1984     GOOD             FLDNR
 AD6337  HISTORY     - 1989     GOOD             NGS
 AD6337  HISTORY     - 1990     GOOD             USPSQD
 AD6337  HISTORY     - 1990     GOOD             USPSQD
 AD6337  HISTORY     - 19920301 GOOD             NGS
 AD6337  HISTORY     - 19920822 GOOD             DENI
 AD6337  HISTORY     - 19930210 GOOD             NGS
 AD6337  HISTORY     - 19930217 GOOD             NOS
 AD6337  HISTORY     - 19930628 GOOD             BANNER
 AD6337  HISTORY     - 19990405 GOOD             FLDT
 AD6337  HISTORY     - 2002     GOOD             MAPTEC
 AD6337  HISTORY     - 20020220 GOOD             NGS
 AD6337  HISTORY     - 20020228 GOOD             MAPTEC
 AD6337  HISTORY     - 20050504 GOOD             USPSQD
 AD6337
 AD6337                          STATION DESCRIPTION
 AD6337
 AD6337'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6337'IN NAPLES.
 AD6337'THE MARK IS AT THE INTERSECTION OF 3RD STREET SOUTH AND BROAD AVENUE,
 AD6337'52.8 FEET SOUTH OF THE CENTERLINE OF BROAD AVENUE, 24.8 FEET WEST OF
 AD6337'THE CENTERLINE OF 3RD STREET, AND 5 FEET EAST-NORTHEAST OF THE
 AD6337'INTERSECTION OF THE SIDEWALKS.
 AD6337
 AD6337                          STATION RECOVERY (1989)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AD6337'THE STATION IS LOCATED IN NAPLES, AT THE JUNCTION OF BROAD AVE. AND
 AD6337'3RD STREET SOUTH, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND
 AD6337'ABOUT CENTER OF A BRICK AREA OF SIDEWALK INTERSECTION. OWNERSHIP--CITY
 AD6337'OF NAPLES.
 AD6337'TO REACH THE STATION FROM THE EAST END OF NAPLES CITY PIER, LOCATED AT
 AD6337'THE EXTREME WEST END OF 12TH AVE. SOUTH, GO EAST ALONG 12TH AVE. FOR
 AD6337'THREE BLOCKS TO THE JUNCTION OF 3RD STREET, THEN GO NORTH ALONG 3RD
 AD6337'STREET FOR ONE BLOCK TO THE JUNCTION OF BROAD AVE. AND THE STATION IN
 AD6337'THE SOUTHWEST QUADRANT OF THE INTERSECTION
 AD6337'THE STATION IS SET IN THE CENTER OF A BRICK AREA OF SIDEWALK
 AD6337'INTERSECTION AND RECESSED 7 CM BELOW THE SURFACE OF THE SIDEWALK.
 AD6337'LOCATED 2.1 M (6.9 FT) EAST-SOUTHEAST OF A PEDESTRIAN CROSSING LIGHT
 AD6337'SUPPORT POLE, 1.5 M (4.9 FT) WEST OF THE WEST CURB OF 3RD STREET, 1.2
 AD6337'M (3.9 FT) NORTHEAST OF THE CENTER OF THE SIDEWALK INTERSECTION AND
 AD6337'16.1 M (52.8 FT) SOUTH OF THE CENTERLINE OF BROAD AVE.
 AD6337'DESCRIBED BY G.F. SMITH.
 AD6337
 AD6337                          STATION RECOVERY (1990)
 AD6337
 AD6337'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (1990)
 AD6337
 AD6337'RECOVERY NOTE BY US POWER SQUADRON 1990 (AGB)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (1992)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD6337'IN NAPLES, AT THE INTERSECTION OF 3RD STREET SOUTH AND BROAD AVENUE
 AD6337'SOUTH, 16.4 M (53.8 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AD6337'AVENUE, 7.7 M (25.3 FT) WEST OF THE CENTERLINE OF THE STREET, 2.3 M
 AD6337'(7.5 FT) EAST-SOUTHEAST A SUPPORT POST FOR A PEDESTRIAN CROSSING
 AD6337'SIGNAL, AND THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND RECESSED
 AD6337'0.06 M (0.20 FT) BELOW THE LEVEL OF THE SIDEWALK.
 AD6337
 AD6337                          STATION RECOVERY (1992)
 AD6337
 AD6337'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (1993)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AD6337'STATION IS LOCATED IN NAPLES, AT THE JUNCTION OF BROAD AVENUE AND 3RD
 AD6337'STREET SOUTH, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND ABOUT
 AD6337'CENTER OF A BRICK AREA OF SIDEWALK INTERSECTION.  OWNERSHIP--CITY OF
 AD6337'NAPLES.
 AD6337'TO REACH THE STATION FROM THE EAST END OF NAPLES CITY PIER, LOCATED AT
 AD6337'THE EXTREME WEST END OF 12TH AVENUE SOUTH, GO EAST ALONG 12TH AVENUE
 AD6337'FOR THREE BLOCKS TO THE JUNCTION OF 3RD STREET, THEN GO NORTH ALONG
 AD6337'3RD STREET FOR ONE BLOCK TO THE JUNCTION OF BROAD AVENUE AND THE
 AD6337'STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AD6337'STATION IS LOCATED IN THE CENTER OF A BRICK AREA OF SIDEWALK
 AD6337'INTERSECTION AND RECESSED ABOUT 7-CM BELOW THE SURFACE OF THE
 AD6337'SIDEWALK.  IT IS 2.1 M (6.9 FT) EAST-SOUTHEAST OF A PEDESTRIAN
 AD6337'CROSSING LIGHT SUPPORT POLE, 1.5 M (4.9 FT) WEST OF THE WEST CURB OF
 AD6337'3RD STREET, 1.2 M (3.9 FT) NORTHEAST OF THE CENTER OF THE SIDEWALK
 AD6337'INTERSECTION AND 16.1 M (52.8 FT) SOUTH OF THE CENTERLINE OF BROAD
 AD6337'AVENUE.
 AD6337'NOTE- NEED FLASHLIGHT TO PLUMB AT NIGHT.
 AD6337'PARKING AT STATION COULD BE DIFFICULT.
 AD6337
 AD6337                          STATION RECOVERY (1993)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AD6337'RECOVERED AS DESCRIBED.
 AD6337
 AD6337                          STATION RECOVERY (1993)
 AD6337
 AD6337'RECOVERY NOTE BY BANNERMAN SURVEYORS INCORPORATED 1993
 AD6337'STATION IS LOCATED IN NAPLES, AT THE JUNCTION OF BROAD AVE. AND 3RD
 AD6337'STREET SOUTH, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND ABOUT
 AD6337'CENTER OF A BRICK AREA, 1.8 M (6 FT) EAST OF BROAD AVE. SIDEWALK,
 AD6337'1.5 M (5 FT) NORTH OF 3RD ST. SIDEWALK. OWNERSHIP--CITY OF NAPLES.
 AD6337'TO REACH THE STATION FROM THE EAST END OF NAPLES CITY PIER, LOCATED AT
 AD6337'THE EXTREME WEST END OF 12TH AVE. SOUTH, GO EAST ALONG 12TH AVE. FOR
 AD6337'THREE BLOCKS TO THE JUNCTION OF 3RD STREET, THEN GO NORTH ALONG 3RD
 AD6337'STREET FOR ONE BLOCK TO THE JUNCTION OF BROAD AVE. AND THE STATION IN
 AD6337'THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AD6337'STATION MARK IS A NOS DISK CRIMPED TO THE TOP OF A STAINLESS STEEL
 AD6337'ROD, STAMPED--5110 C 1978--, SET IN THE CENTER OF A BRICK AREA OF
 AD6337'SIDEWALK INTERSECTION AND RECESSED ABOUT 7 CM BELOW THE SURFACE OF THE
 AD6337'SIDEWALK. IT IS 2.1 M (6.9 FT) EAST-SOUTHEAST OF A PEDESTRAIN
 AD6337'CROSSING LIGHT SUPPORT POLE, 1.5 M (4.9 FT) WEST OF THE WEST CURB OF
 AD6337'3RD STREET, 1.2 M (3.9 FT) NORTHEAST OF THE CENTER OF THE SIDEWALK
 AD6337'INTERSECTION AND 16.1 M (52.8 FT) SOUTH OF THE CENTERLINE OF BROAD
 AD6337'AVE.
 AD6337'DESCRIBED BY G.F.S.  NEED FLASHLIGHT TO PLUMB AT NIGHT.
 AD6337
 AD6337                          STATION RECOVERY (1999)
 AD6337
 AD6337'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AD6337'RECOVERED AS DESCRIBED.
 AD6337
 AD6337                          STATION RECOVERY (2002)
 AD6337
 AD6337'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RAS)
 AD6337'RECOVERED AS DESCRIBED.
 AD6337
 AD6337                          STATION RECOVERY (2002)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AD6337'A SQUARE METAL PLATE NOW COVERS THE MARK.  A PHILLIPS SCREW DRIVER IS
 AD6337'REQUIRED TO TAKE THE PLATE OFF.
 AD6337
 AD6337                          STATION RECOVERY (2002)
 AD6337
 AD6337'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD6337'RECOVERED AS DESCRIBED
 AD6337' 
 AD6337'
 AD6337
 AD6337                          STATION RECOVERY (2005)
 AD6337
 AD6337'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD6337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7160 ***********************************************************************
 DG7160  DESIGNATION -  872 5110 E TIDAL
 DG7160  PID         -  DG7160
 DG7160  STATE/COUNTY-  FL/COLLIER
 DG7160  USGS QUAD   -  NAPLES NORTH (1987)
 DG7160
 DG7160                         *CURRENT SURVEY CONTROL
 DG7160  ___________________________________________________________________
 DG7160* NAD 83(1986)-  26 08 01.     (N)    081 48 01.     (W)     SCALED    
 DG7160* NAVD 88     -         1.418  (meters)       4.65   (feet)  ADJUSTED  
 DG7160  ___________________________________________________________________
 DG7160  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 DG7160  DYNAMIC HT  -           1.415 (meters)       4.64  (feet)  COMP
 DG7160  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 DG7160
 DG7160  VERT ORDER  -  SECOND    CLASS I
 DG7160
 DG7160.The horizontal coordinates were scaled from a topographic map and have
 DG7160.an estimated accuracy of +/- 6 seconds.
 DG7160
 DG7160.The orthometric height was determined by differential leveling
 DG7160.and adjusted by the National Geodetic Survey in January 2005..
 DG7160.No vertical observational check was made to the station.
 DG7160
 DG7160.The geoid height was determined by GEOID03.
 DG7160
 DG7160.The dynamic height is computed by dividing the NAVD 88
 DG7160.geopotential number by the normal gravity value computed on the
 DG7160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7160.degrees latitude (g = 980.6199 gals.).
 DG7160
 DG7160.The modeled gravity was interpolated from observed gravity values.
 DG7160
 DG7160;                    North         East    Units  Estimated Accuracy
 DG7160;SPC FL E     -   199,660.      119,970.      MT  (+/- 180 meters Scaled)
 DG7160
 DG7160                          SUPERSEDED SURVEY CONTROL
 DG7160
 DG7160.No superseded survey control is available for this station.
 DG7160
 DG7160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ199907(NAD 83)
 DG7160_MARKER: DJ = TIDAL STATION DISK
 DG7160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7160_STAMPING: 5110 E 1984
 DG7160_MARK LOGO: NOS   
 DG7160_PROJECTION: RECESSED 9 CENTIMETERS
 DG7160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7160+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 DG7160_ROD/PIPE-DEPTH: 19.5 meters
 DG7160
 DG7160  HISTORY     - Date     Condition        Report By
 DG7160  HISTORY     - 1984     MONUMENTED       NOS
 DG7160  HISTORY     - 20010424 GOOD             NOS
 DG7160
 DG7160                          STATION DESCRIPTION
 DG7160
 DG7160'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (KLD)
 DG7160'IN NAPLES, AT THE NW CORNER OF 3RD STREET SOUTH AND 11TH AVENUE SOUTH,
 DG7160'THE BENCH MARJ IS 141.0 M (462.6 FT) NORTH OF THE CENTERLINE
 DG7160'INTERSECTION OF BROAD AVENUE AND 3RD STREET SOUTH, 134 M (439.6 FT)
 DG7160'EAST OF THE CENTERLINE INTERSECTION OF GORDON DRIVE AND 11TH AVENUE
 DG7160'SOUTH, 25 M (82.0 FT) ESE OF THE SE CORNER OF THE SOUTH BEACH CLUB
 DG7160'APARTMENT BUILDING, 12.45 M (40.85 FT) SOUTH OF THE CENTERLINE OF 11TH
 DG7160'AVE S., 7.30 M (23.95 FT ) WEST OF THE CENTERLINE OF 3RD ST., 1.35 M
 DG7160'(4.43 FT) NORTH OF A PALMTREE, 0.73 M (2.40 FT) EAST OF THE EAST EDGE
 DG7160'OF THE SIDEWALK, THE BENCH MARK IS 9 CM BELOW GROUND LEVEL, CRIMPED TO
 DG7160'THE TOP OF A STAINLESS STEEL ROD DRIVEN 19.5 M (64.0 FT) TO REFUSAL,
 DG7160'AND ENCASED IN A 4-INCH PVC PIPE AND CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1235 ***********************************************************************
 AD1235  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1235  DESIGNATION -  872 5110 TIDAL 1
 AD1235  PID         -  AD1235
 AD1235  STATE/COUNTY-  FL/COLLIER
 AD1235  USGS QUAD   -  NAPLES NORTH (1987)
 AD1235
 AD1235                         *CURRENT SURVEY CONTROL
 AD1235  ___________________________________________________________________
 AD1235* NAD 83(1986)-  26 07 53.     (N)    081 48 21.     (W)     SCALED    
 AD1235* NAVD 88     -         2.379  (meters)       7.81   (feet)  ADJUSTED  
 AD1235  ___________________________________________________________________
 AD1235  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD1235  DYNAMIC HT  -           2.375 (meters)       7.79  (feet)  COMP
 AD1235  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AD1235
 AD1235  VERT ORDER  -  FIRST     CLASS I
 AD1235
 AD1235.The horizontal coordinates were scaled from a topographic map and have
 AD1235.an estimated accuracy of +/- 6 seconds.
 AD1235
 AD1235.The orthometric height was determined by differential leveling
 AD1235.and adjusted by the National Geodetic Survey in June 1991..
 AD1235
 AD1235.This Tidal Bench Mark is designated as VM 720
 AD1235.by the Center for Operational Oceanographic Products and Services.
 AD1235
 AD1235.The geoid height was determined by GEOID03.
 AD1235
 AD1235.The dynamic height is computed by dividing the NAVD 88
 AD1235.geopotential number by the normal gravity value computed on the
 AD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1235.degrees latitude (g = 980.6199 gals.).
 AD1235
 AD1235.The modeled gravity was interpolated from observed gravity values.
 AD1235
 AD1235;                    North         East    Units  Estimated Accuracy
 AD1235;SPC FL E     -   199,420.      119,420.      MT  (+/- 180 meters Scaled)
 AD1235
 AD1235                          SUPERSEDED SURVEY CONTROL
 AD1235
 AD1235  NGVD 29 (09/01/92)    2.765  (m)            9.07   (f) ADJUSTED    1 1
 AD1235
 AD1235.Superseded values are not recommended for survey control.
 AD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1235.See file dsdata.txt to determine how the superseded data were derived.
 AD1235
 AD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ194904(NAD 83)
 AD1235_MARKER: DJ = TIDAL STATION DISK
 AD1235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1235_SP_SET: CONCRETE SIDEWALK
 AD1235_STAMPING: NO 1 1933
 AD1235_MARK LOGO: CGS   
 AD1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1235
 AD1235  HISTORY     - Date     Condition        Report By
 AD1235  HISTORY     - 1933     MONUMENTED       CGS
 AD1235  HISTORY     - 1965     GOOD             NGS
 AD1235  HISTORY     - 1979     GOOD             FLDNR
 AD1235  HISTORY     - 1984     GOOD             FLDNR
 AD1235  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1235  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1235  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1235  HISTORY     - 20050504 MARK NOT FOUND   USPSQD
 AD1235
 AD1235                          STATION DESCRIPTION
 AD1235
 AD1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1235'AT NAPLES.
 AD1235'AT NAPLES, NEAR THE NAPLES MUNICIPAL FISHING PIER, IN SECTION 9,
 AD1235'R 25 E, T 50 S, AT THE NORTHWEST EDGE OF THE CIRCLE AT THE WEST
 AD1235'END OF 12TH AVENUE SOUTH, 61.8 FEET NORTHEAST OF THE NORTHEAST
 AD1235'CORNER OF THE PIER, 3.1 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 AD1235'AVENUE, 19.7 FEET EAST OF THE BASE OF THE FLAGPOLE, ABOUT LEVEL
 AD1235'WITH THE AVENUE AND SET IN THE TOP OF THE SIDEWALK.
 AD1235
 AD1235                          STATION RECOVERY (1979)
 AD1235
 AD1235'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AD1235'RECOVERED IN GOOD CONDITION.
 AD1235
 AD1235                          STATION RECOVERY (1984)
 AD1235
 AD1235'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1235'RECOVERED IN GOOD CONDITION.
 AD1235
 AD1235                          STATION RECOVERY (1990)
 AD1235
 AD1235'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1235'MARK NOT FOUND.
 AD1235
 AD1235                          STATION RECOVERY (1990)
 AD1235
 AD1235'RECOVERY NOTE BY US POWER SQUADRON 1990 (AGB)
 AD1235'MARK NOT FOUND.
 AD1235
 AD1235                          STATION RECOVERY (1992)
 AD1235
 AD1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1235'THE MARK HAS BEEN RESET.
 AD1235
 AD1235                          STATION RECOVERY (2005)
 AD1235
 AD1235'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD1235'NEW SIDEWALK PAVERS IN AREA SUGGEST MARK HAS BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7837 ***********************************************************************
 AD7837  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7837  DESIGNATION -  872 5110 TIDAL 1 RESET
 AD7837  PID         -  AD7837
 AD7837  STATE/COUNTY-  FL/COLLIER
 AD7837  USGS QUAD   -  NAPLES NORTH (1987)
 AD7837
 AD7837                         *CURRENT SURVEY CONTROL
 AD7837  ___________________________________________________________________
 AD7837* NAD 83(1986)-  26 07 53.     (N)    081 48 21.     (W)     SCALED    
 AD7837* NAVD 88     -         2.365  (meters)       7.76   (feet)  ADJUSTED  
 AD7837  ___________________________________________________________________
 AD7837  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD7837  DYNAMIC HT  -           2.362 (meters)       7.75  (feet)  COMP
 AD7837  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AD7837
 AD7837  VERT ORDER  -  FIRST     CLASS II
 AD7837
 AD7837.The horizontal coordinates were scaled from a topographic map and have
 AD7837.an estimated accuracy of +/- 6 seconds.
 AD7837
 AD7837.The orthometric height was determined by differential leveling
 AD7837.and adjusted by the National Geodetic Survey in September 1992..
 AD7837
 AD7837.This Tidal Bench Mark is designated as VM 730
 AD7837.by the Center for Operational Oceanographic Products and Services.
 AD7837
 AD7837.The geoid height was determined by GEOID03.
 AD7837
 AD7837.The dynamic height is computed by dividing the NAVD 88
 AD7837.geopotential number by the normal gravity value computed on the
 AD7837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7837.degrees latitude (g = 980.6199 gals.).
 AD7837
 AD7837.The modeled gravity was interpolated from observed gravity values.
 AD7837
 AD7837;                    North         East    Units  Estimated Accuracy
 AD7837;SPC FL E     -   199,420.      119,420.      MT  (+/- 180 meters Scaled)
 AD7837
 AD7837                          SUPERSEDED SURVEY CONTROL
 AD7837
 AD7837  NGVD 29 (09/01/92)    2.753  (m)            9.03   (f) ADJUSTED    1 2
 AD7837
 AD7837.Superseded values are not recommended for survey control.
 AD7837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7837.See file dsdata.txt to determine how the superseded data were derived.
 AD7837
 AD7837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ194904(NAD 83)
 AD7837_MARKER: DJ = TIDAL STATION DISK
 AD7837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7837_SP_SET: CONCRETE POST
 AD7837_STAMPING: NO 1 RESET 1984
 AD7837_MARK LOGO: NOS   
 AD7837_PROJECTION: FLUSH
 AD7837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7837+STABILITY: SURFACE MOTION
 AD7837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7837+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD7837
 AD7837  HISTORY     - Date     Condition        Report By
 AD7837  HISTORY     - 1984     MONUMENTED       NGS
 AD7837  HISTORY     - 1986     GOOD             FLDNR
 AD7837  HISTORY     - 19920301 GOOD             NGS
 AD7837  HISTORY     - 20050504 MARK NOT FOUND   USPSQD
 AD7837
 AD7837                          STATION DESCRIPTION
 AD7837
 AD7837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD7837'IN NAPLES.
 AD7837'IN THE NAPLES MUNICIPAL FISHING PIER, SECTION 9, R25E, T50S, IN A
 AD7837'CUL-DE-SAC ISLAND, 115.0 FEET (35.05 M) EAST OF THE ENTRANCE TO THE
 AD7837'PUBLIC PIER, 21.0 FEET (6.40 M) WEST-NORTHWEST OF SIGN, NAPLES PIER,
 AD7837'30.0 FEET (9.14 M) NORTH OF THE EAST BOUND LANE LEAVING PIER, 9.0
 AD7837'FEET (2.74 M) SOUTH OF THE WEST BOUND LANE TO PIER AND 1.5 FEET
 AD7837'(0.46 M) SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANE TO PIER.
 AD7837'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST
 AD7837
 AD7837                          STATION RECOVERY (1986)
 AD7837
 AD7837'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD7837'THE MARK IS LOCATED AT THE CITY PIER IN NAPLES.  THE MARK BEARS 9.7
 AD7837'FEET SOUTH OF THE CENTERLINE OF THE NORTHERN SEGMENT OF THE CIRCULAR
 AD7837'DRIVE, 31.0 FEET NORTHEAST OF A FLAG POLE, 117.0 FEET EAST OF THE
 AD7837'SOUTHEAST CORNER OF A BATHHOUSE, AND 102.5 FEET EAST OF BENCH MARK NO
 AD7837'7 1974.
 AD7837
 AD7837                          STATION RECOVERY (1992)
 AD7837
 AD7837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD7837'IN NAPLES, AT THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE
 AD7837'BOULEVARD, 91.0 M (298.6 FT) WEST OF THE CENTERLINE OF THE BOULEVARD,
 AD7837'9.4 M (30.8 FT) EAST-NORTHEAST OF A FLAG POLE, 6.4 M (21.0 FT)
 AD7837'WEST-NORTHWEST OF THE NORTH END OF A SIGN (NAPLES PIER), 2.7 M (8.9
 AD7837'FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE AVENUE, 0.5 M
 AD7837'(1.6 FT) SOUTH OF THE SOUTH CURB OF THE WESTBOUND LANES OF THE
 AD7837'AVENUE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 AD7837'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD7837
 AD7837                          STATION RECOVERY (2005)
 AD7837
 AD7837'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD7837'NEW SIDEWALK PAVERS IN AREA SUGGEST MARK HAS BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1238 ***********************************************************************
 AD1238  DESIGNATION -  872 5110 TIDAL 3 RESET
 AD1238  PID         -  AD1238
 AD1238  STATE/COUNTY-  FL/COLLIER
 AD1238  USGS QUAD   -  NAPLES NORTH (1987)
 AD1238
 AD1238                         *CURRENT SURVEY CONTROL
 AD1238  ___________________________________________________________________
 AD1238* NAD 83(1986)-  26 07 53.     (N)    081 48 11.     (W)     SCALED    
 AD1238* NAVD 88     -         1.911  (meters)       6.27   (feet)  ADJUSTED  
 AD1238  ___________________________________________________________________
 AD1238  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AD1238  DYNAMIC HT  -           1.907 (meters)       6.26  (feet)  COMP
 AD1238  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AD1238
 AD1238  VERT ORDER  -  FIRST     CLASS I
 AD1238
 AD1238.The horizontal coordinates were scaled from a topographic map and have
 AD1238.an estimated accuracy of +/- 6 seconds.
 AD1238
 AD1238.The orthometric height was determined by differential leveling
 AD1238.and adjusted by the National Geodetic Survey in June 1991..
 AD1238
 AD1238.The geoid height was determined by GEOID03.
 AD1238
 AD1238.The dynamic height is computed by dividing the NAVD 88
 AD1238.geopotential number by the normal gravity value computed on the
 AD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1238.degrees latitude (g = 980.6199 gals.).
 AD1238
 AD1238.The modeled gravity was interpolated from observed gravity values.
 AD1238
 AD1238;                    North         East    Units  Estimated Accuracy
 AD1238;SPC FL E     -   199,420.      119,690.      MT  (+/- 180 meters Scaled)
 AD1238
 AD1238                          SUPERSEDED SURVEY CONTROL
 AD1238
 AD1238  NGVD 29 (??/??/92)    2.295  (m)            7.53   (f) ADJ UNCH    1 1
 AD1238
 AD1238.Superseded values are not recommended for survey control.
 AD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1238.See file dsdata.txt to determine how the superseded data were derived.
 AD1238
 AD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ197904(NAD 83)
 AD1238_MARKER: DJ = TIDAL STATION DISK
 AD1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1238_SP_SET: CONCRETE BASE
 AD1238_STAMPING: NO 3 1933 RESET 1964
 AD1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1238
 AD1238  HISTORY     - Date     Condition        Report By
 AD1238  HISTORY     - 1964     MONUMENTED       CGS
 AD1238  HISTORY     - 1965     GOOD             NGS
 AD1238  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1238  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1238
 AD1238                          STATION DESCRIPTION
 AD1238
 AD1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1238'AT NAPLES.
 AD1238'AT NAPLES, ABOUT 0.15 MILE EAST ALONG 12TH AVENUE SOUTH FROM THE
 AD1238'EAST END OF THE NAPLES MUNICIPAL FISHING PIER, ABOUT 98 YARDS
 AD1238'SOUTHEAST OF THE JUNCTION OF 2ND STREET AND 12TH AVENUE SOUTH,
 AD1238'IN SECTION 9, R 25 E, T 50 S, SET IN THE TOP OF THE SOUTH CORNER
 AD1238'OF THE CONCRETE BASE OF THE NORTHEAST LEG OF AN ABANDONED WATER
 AD1238'TANK, 62 1/2 FEET WEST OF THE WEST CURB LINE OF AN ALLEY BETWEEN
 AD1238'2ND AND 3RD STREETS, 39 1/2 FEET NORTHEAST OF THE NORTHWEST CORNER
 AD1238'OF THE PARKING AREA FOR FLEISCHMANN BUILDING AND ABOUT 1 FOOT
 AD1238'ABOVE THE LEVEL OF THE GROUND.  TIDAL STA 3-9 TIDAL 3 RESET 1964
 AD1238
 AD1238                          STATION RECOVERY (1990)
 AD1238
 AD1238'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1238'MARK NOT FOUND.
 AD1238
 AD1238                          STATION RECOVERY (1992)
 AD1238
 AD1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1238'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AD1238'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5734 ***********************************************************************
 AD5734  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5734  DESIGNATION -  872 5110 TIDAL 5
 AD5734  PID         -  AD5734
 AD5734  STATE/COUNTY-  FL/COLLIER
 AD5734  USGS QUAD   -  NAPLES NORTH (1987)
 AD5734
 AD5734                         *CURRENT SURVEY CONTROL
 AD5734  ___________________________________________________________________
 AD5734* NAD 83(1986)-  26 07 52.     (N)    081 48 14.     (W)     SCALED    
 AD5734* NAVD 88     -         1.466  (meters)       4.81   (feet)  ADJUSTED  
 AD5734  ___________________________________________________________________
 AD5734  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD5734  DYNAMIC HT  -           1.464 (meters)       4.80  (feet)  COMP
 AD5734  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AD5734
 AD5734  VERT ORDER  -  FIRST     CLASS II
 AD5734
 AD5734.The horizontal coordinates were scaled from a topographic map and have
 AD5734.an estimated accuracy of +/- 6 seconds.
 AD5734
 AD5734.The orthometric height was determined by differential leveling
 AD5734.and adjusted by the National Geodetic Survey in September 1992..
 AD5734.WARNING-Repeat measurements at this control monument indicate possible
 AD5734.vertical movement.
 AD5734
 AD5734.This Tidal Bench Mark is designated as VM 722
 AD5734.by the Center for Operational Oceanographic Products and Services.
 AD5734
 AD5734.The geoid height was determined by GEOID03.
 AD5734
 AD5734.The dynamic height is computed by dividing the NAVD 88
 AD5734.geopotential number by the normal gravity value computed on the
 AD5734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5734.degrees latitude (g = 980.6199 gals.).
 AD5734
 AD5734.The modeled gravity was interpolated from observed gravity values.
 AD5734
 AD5734;                    North         East    Units  Estimated Accuracy
 AD5734;SPC FL E     -   199,390.      119,610.      MT  (+/- 180 meters Scaled)
 AD5734
 AD5734                          SUPERSEDED SURVEY CONTROL
 AD5734
 AD5734  NAVD 88 (06/15/91)    1.466  (m)            4.81   (f) UNKNOWN     1 2
 AD5734  NGVD 29 (09/01/92)    1.852  (m)            6.08   (f) ADJUSTED    1 2
 AD5734
 AD5734.Superseded values are not recommended for survey control.
 AD5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5734.See file dsdata.txt to determine how the superseded data were derived.
 AD5734
 AD5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ196904(NAD 83)
 AD5734_MARKER: DJ = TIDAL STATION DISK
 AD5734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5734_SP_SET: SIDEWALK
 AD5734_STAMPING: NO 5 1967
 AD5734_MARK LOGO: NOS   
 AD5734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5734+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD5734
 AD5734  HISTORY     - Date     Condition        Report By
 AD5734  HISTORY     - 1967     MONUMENTED       CGS
 AD5734  HISTORY     - 1979     GOOD             FLDNR
 AD5734  HISTORY     - 1984     GOOD             FLDNR
 AD5734  HISTORY     - 1986     GOOD             FLDNR
 AD5734  HISTORY     - 1990     GOOD             USPSQD
 AD5734  HISTORY     - 19920301 GOOD             NGS
 AD5734
 AD5734                          STATION DESCRIPTION
 AD5734
 AD5734'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5734'NAPLES.
 AD5734'IN NAPLES AT THE MUNICIPAL FISHING PIER. THE MARK IS SET IN TOP OF A
 AD5734'CONCRETE APRON AROUND SWIMMING POOL AT THE MARINER MOTEL, ABOUT 200
 AD5734'YARDS NORTH OF THE NAPLES MUNICIPAL FISHING PIER, 9.5 FEET NORTHWEST
 AD5734'OF THE NORTH CORNER OF THE SWIMMING POOL, AND 3 FEET EAST OF THE
 AD5734'NORTHEAST CORNER OF THE MOTEL.
 AD5734
 AD5734                          STATION RECOVERY (1984)
 AD5734
 AD5734'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5734'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AD5734'NEAR THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE BOULEVARD,
 AD5734'ABOUT 150 FEET SOUTHEAST OF THE INTERSECTION, SET IN THE NORTHWEST
 AD5734'CORNER OF THE CONCRETE APRON AROUND THE SWIMMING POOL FOR THE MARINER
 AD5734'MOTEL, 3 FEET EAST OF THE NORTHEAST CORNER OF THE MOTEL, AND 9.5 FEET
 AD5734'NORTHWEST OF THE NORTHWEST CORNER OF THE POOL.
 AD5734
 AD5734                          STATION RECOVERY (1986)
 AD5734
 AD5734'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5734'RECOVERED IN GOOD CONDITION.
 AD5734
 AD5734                          STATION RECOVERY (1990)
 AD5734
 AD5734'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5734'RECOVERED IN GOOD CONDITION.
 AD5734
 AD5734                          STATION RECOVERY (1992)
 AD5734
 AD5734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5734'IN NAPLES, AT 1295 GULF SHORE BOULEVARD SOUTH, IN TOP OF AND 0.6 M
 AD5734'(2.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A SIDEWALK SURROUNDING
 AD5734'A SWIMMING POOL AT THE MARINER APARTMENTS M0TEL AT 1295 GULF SHORE
 AD5734'BOULEVARD SOUTH, 5.4 M (17.7 FT) SOUTH OF THE CENTER OF AN ALLEY, 2.9
 AD5734'M (9.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE POOL, 0.8 M (2.6
 AD5734'FT) EAST OF THE CORNER OF THE BUILDING, 0.4 M (1.3 FT) SOUTH OF A
 AD5734'CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5733 ***********************************************************************
 AD5733  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5733  DESIGNATION -  872 5110 TIDAL 6
 AD5733  PID         -  AD5733
 AD5733  STATE/COUNTY-  FL/COLLIER
 AD5733  USGS QUAD   -  NAPLES NORTH (1987)
 AD5733
 AD5733                         *CURRENT SURVEY CONTROL
 AD5733  ___________________________________________________________________
 AD5733* NAD 83(1986)-  26 07 53.     (N)    081 48 14.     (W)     SCALED    
 AD5733* NAVD 88     -         1.316  (meters)       4.32   (feet)  ADJUSTED  
 AD5733  ___________________________________________________________________
 AD5733  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD5733  DYNAMIC HT  -           1.314 (meters)       4.31  (feet)  COMP
 AD5733  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AD5733
 AD5733  VERT ORDER  -  FIRST     CLASS II
 AD5733
 AD5733.The horizontal coordinates were scaled from a topographic map and have
 AD5733.an estimated accuracy of +/- 6 seconds.
 AD5733
 AD5733.The orthometric height was determined by differential leveling
 AD5733.and adjusted by the National Geodetic Survey in May 2003..
 AD5733
 AD5733.This Tidal Bench Mark is designated as VM 723
 AD5733.by the Center for Operational Oceanographic Products and Services.
 AD5733
 AD5733.The geoid height was determined by GEOID03.
 AD5733
 AD5733.The dynamic height is computed by dividing the NAVD 88
 AD5733.geopotential number by the normal gravity value computed on the
 AD5733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5733.degrees latitude (g = 980.6199 gals.).
 AD5733
 AD5733.The modeled gravity was interpolated from observed gravity values.
 AD5733
 AD5733;                    North         East    Units  Estimated Accuracy
 AD5733;SPC FL E     -   199,420.      119,610.      MT  (+/- 180 meters Scaled)
 AD5733
 AD5733                          SUPERSEDED SURVEY CONTROL
 AD5733
 AD5733  NAVD 88 (09/04/92)    1.317  (m)            4.32   (f) UNKNOWN     1 2
 AD5733  NAVD 88 (06/15/91)    1.317  (m)            4.32   (f) UNKNOWN     1 2
 AD5733  NGVD 29 (09/01/92)    1.703  (m)            5.59   (f) ADJUSTED    1 2
 AD5733
 AD5733.Superseded values are not recommended for survey control.
 AD5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5733.See file dsdata.txt to determine how the superseded data were derived.
 AD5733
 AD5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ196904(NAD 83)
 AD5733_MARKER: DJ = TIDAL STATION DISK
 AD5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5733_SP_SET: CONCRETE POST
 AD5733_STAMPING: NO 6 1971
 AD5733_MARK LOGO: NOS   
 AD5733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5733+STABILITY: SURFACE MOTION
 AD5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5733+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD5733
 AD5733  HISTORY     - Date     Condition        Report By
 AD5733  HISTORY     - 1971     MONUMENTED       NOS
 AD5733  HISTORY     - 1979     GOOD             FLDNR
 AD5733  HISTORY     - 1984     GOOD             FLDNR
 AD5733  HISTORY     - 1986     GOOD             FLDNR
 AD5733  HISTORY     - 1990     GOOD             USPSQD
 AD5733  HISTORY     - 19920301 GOOD             NGS
 AD5733
 AD5733                          STATION DESCRIPTION
 AD5733
 AD5733'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5733'NAPLES.
 AD5733'IN NAPLES AT THE NAPLES MUNICIPAL PIER, THE MARK IS SET IN THE TOP
 AD5733'EAST ONE OF TWO ABANDONED TOWER SUPPORTS, AND BEARS 40.2 FEET NORTH
 AD5733'NORTHWEST OF THE APRON OF THE MARINER MOTEL AND APTS. SWIMMING POOL,
 AD5733'24 FEET EAST OF A CONCRETE POWER POLE AT ENTRANCE TO MARINER MOTEL, 7
 AD5733'FEET SOUTH OF SOUTHEAST CORNER OF MUNICIPAL PARKING LOT AT
 AD5733'INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE BOULEVARD, AND LEVEL
 AD5733'WITH THE GROUND.
 AD5733
 AD5733                          STATION RECOVERY (1984)
 AD5733
 AD5733'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5733'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AD5733'NEAR THE INTERSECTION OF GULF SHORE BOULEVARD AND 12TH AVENUE SOUTH,
 AD5733'ABOUT 150 FEET SOUTHEAST OF THE INTERSECTION, 40.2 FEET
 AD5733'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE APRON AROUND THE
 AD5733'MARINER MOTEL SWIMMING POOL, 24 FEET EAST OF A CONCRETE POWER POLE, 7
 AD5733'FEET SOUTH OF THE SOUTHEAST CORNER OF THE MUNICIPAL PARKING LOT, 1.5
 AD5733'FEET NORTHWEST OF A TELEPHONE CABLE BOX, AND IS SET IN THE TOP OF AN
 AD5733'OLD TOWER SUPPORT FOUNDATION 3 INCHES BELOW THE GROUND.  THE MARK IS
 AD5733'1.5 FEET WEST OF A WITNESS POST.
 AD5733
 AD5733                          STATION RECOVERY (1986)
 AD5733
 AD5733'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5733'RECOVERED IN GOOD CONDITION.
 AD5733
 AD5733                          STATION RECOVERY (1990)
 AD5733
 AD5733'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5733'RECOVERED IN GOOD CONDITION.
 AD5733
 AD5733                          STATION RECOVERY (1992)
 AD5733
 AD5733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5733'IN NAPLES, AT 1295 GULF SHORE BOULEVARD SOUTH, 9.3 M (30.5 FT)
 AD5733'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF MARINER APARTMENTS MOTEL
 AD5733'AT 1295 GULF SHORE BOULEVARD SOUTH, 7.3 M (24.0 FT) EAST OF A UTILITY
 AD5733'POLE, 3.4 M (11.2 FT) NORTH OF AND LEVEL WITH THE CENTER OF AN ALLEY,
 AD5733'1.9 M (6.2 FT) SOUTH OF THE SOUTHEAST CURB OF A PARKING LOT, 0.5 M
 AD5733'(1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF
 AD5733'UNDERGROUND CABLE JUNCTION BOX NUMBER 1220, AND THE MONUMENT IS FLUSH
 AD5733'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5731 ***********************************************************************
 AD5731  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5731  DESIGNATION -  872 5110 TIDAL 7
 AD5731  PID         -  AD5731
 AD5731  STATE/COUNTY-  FL/COLLIER
 AD5731  USGS QUAD   -  NAPLES NORTH (1987)
 AD5731
 AD5731                         *CURRENT SURVEY CONTROL
 AD5731  ___________________________________________________________________
 AD5731* NAD 83(1986)-  26 07 53.     (N)    081 48 30.     (W)     SCALED    
 AD5731* NAVD 88     -         2.878  (meters)       9.44   (feet)  ADJUSTED  
 AD5731  ___________________________________________________________________
 AD5731  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD5731  DYNAMIC HT  -           2.873 (meters)       9.43  (feet)  COMP
 AD5731  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AD5731
 AD5731  VERT ORDER  -  FIRST     CLASS II
 AD5731
 AD5731.The horizontal coordinates were scaled from a topographic map and have
 AD5731.an estimated accuracy of +/- 6 seconds.
 AD5731
 AD5731.The orthometric height was determined by differential leveling
 AD5731.and adjusted by the National Geodetic Survey in September 1992..
 AD5731.WARNING-Repeat measurements at this control monument indicate possible
 AD5731.vertical movement.
 AD5731
 AD5731.This Tidal Bench Mark is designated as VM 719
 AD5731.by the Center for Operational Oceanographic Products and Services.
 AD5731
 AD5731.The geoid height was determined by GEOID03.
 AD5731
 AD5731.The dynamic height is computed by dividing the NAVD 88
 AD5731.geopotential number by the normal gravity value computed on the
 AD5731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5731.degrees latitude (g = 980.6199 gals.).
 AD5731
 AD5731.The modeled gravity was interpolated from observed gravity values.
 AD5731
 AD5731;                    North         East    Units  Estimated Accuracy
 AD5731;SPC FL E     -   199,420.      119,170.      MT  (+/- 180 meters Scaled)
 AD5731
 AD5731                          SUPERSEDED SURVEY CONTROL
 AD5731
 AD5731  NAVD 88 (06/15/91)    2.884  (m)            9.46   (f) UNKNOWN     1 2
 AD5731  NGVD 29 (09/01/92)    3.268  (m)           10.72   (f) ADJUSTED    1 2
 AD5731
 AD5731.Superseded values are not recommended for survey control.
 AD5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5731.See file dsdata.txt to determine how the superseded data were derived.
 AD5731
 AD5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ191904(NAD 83)
 AD5731_MARKER: DB = BENCH MARK DISK
 AD5731_SETTING: 80 = SET IN A BOULDER
 AD5731_SP_SET: BOULDER
 AD5731_STAMPING: NO 7 1974
 AD5731_MARK LOGO: NOS   
 AD5731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5731+STABILITY: SURFACE MOTION
 AD5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5731+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 AD5731
 AD5731  HISTORY     - Date     Condition        Report By
 AD5731  HISTORY     - 1974     MONUMENTED       NOS
 AD5731  HISTORY     - 1979     GOOD             FLDNR
 AD5731  HISTORY     - 1984     GOOD             FLDNR
 AD5731  HISTORY     - 1986     GOOD             FLDNR
 AD5731  HISTORY     - 1990     GOOD             USPSQD
 AD5731  HISTORY     - 19920301 GOOD             NGS
 AD5731  HISTORY     - 20010424 GOOD             NOS
 AD5731
 AD5731                          STATION DESCRIPTION
 AD5731
 AD5731'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5731'NAPLES.
 AD5731'IN NAPLES AT THE NAPLES MUNICIPAL PIER THE MARK IS SET IN CORAL ROCK,
 AD5731'AND BEARS 17.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE MENS
 AD5731'RESTROOM, AND 15.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE MENS
 AD5731'RESTROOM AT THE INSHORE END OF THE PIER.
 AD5731
 AD5731                          STATION RECOVERY (1984)
 AD5731
 AD5731'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5731'THE MARK IS 1 FT ABOVE ROAD.
 AD5731'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  THE MARK IS AT
 AD5731'THE WEST END OF 12TH AVENUE SOUTH, NORTHEAST OF THE ENTRANCE TO THE
 AD5731'NAPLES MUNICIPAL PIER.
 AD5731
 AD5731                          STATION RECOVERY (1986)
 AD5731
 AD5731'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5731'RECOVERED IN GOOD CONDITION.
 AD5731
 AD5731                          STATION RECOVERY (1990)
 AD5731
 AD5731'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5731'RECOVERED IN GOOD CONDITION.
 AD5731
 AD5731                          STATION RECOVERY (1992)
 AD5731
 AD5731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5731'IN NAPLES, AT THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE
 AD5731'BOULEVARD, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST EDGE OF A
 AD5731'CORAL BOULDER, 118.0 M (387.1 FT) WEST OF THE CENTERLINE OF THE
 AD5731'BOULEVARD, 4.8 M (15.7 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 AD5731'MENS RESTROOM, 4.3 M (14.1 FT) NORTH OF THE EXTENDED CENTER OF THE
 AD5731'AVENUE AND A PIER, 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHEAST END OF A
 AD5731'HANDRAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE GROUND SURFACE.
 AD5731
 AD5731                          STATION RECOVERY (2001)
 AD5731
 AD5731'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 AD5731'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5732 ***********************************************************************
 AD5732  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5732  DESIGNATION -  872 5110 TIDAL 8
 AD5732  PID         -  AD5732
 AD5732  STATE/COUNTY-  FL/COLLIER
 AD5732  USGS QUAD   -  NAPLES NORTH (1987)
 AD5732
 AD5732                         *CURRENT SURVEY CONTROL
 AD5732  ___________________________________________________________________
 AD5732* NAD 83(1986)-  26 07 54.     (N)    081 48 16.     (W)     SCALED    
 AD5732* NAVD 88     -         1.767  (meters)       5.80   (feet)  ADJUSTED  
 AD5732  ___________________________________________________________________
 AD5732  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD5732  DYNAMIC HT  -           1.764 (meters)       5.79  (feet)  COMP
 AD5732  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AD5732
 AD5732  VERT ORDER  -  FIRST     CLASS II
 AD5732
 AD5732.The horizontal coordinates were scaled from a topographic map and have
 AD5732.an estimated accuracy of +/- 6 seconds.
 AD5732
 AD5732.The orthometric height was determined by differential leveling
 AD5732.and adjusted by the National Geodetic Survey in September 1992..
 AD5732
 AD5732.This Tidal Bench Mark is designated as VM 724
 AD5732.by the Center for Operational Oceanographic Products and Services.
 AD5732
 AD5732.The geoid height was determined by GEOID03.
 AD5732
 AD5732.The dynamic height is computed by dividing the NAVD 88
 AD5732.geopotential number by the normal gravity value computed on the
 AD5732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5732.degrees latitude (g = 980.6199 gals.).
 AD5732
 AD5732.The modeled gravity was interpolated from observed gravity values.
 AD5732
 AD5732;                    North         East    Units  Estimated Accuracy
 AD5732;SPC FL E     -   199,450.      119,550.      MT  (+/- 180 meters Scaled)
 AD5732
 AD5732                          SUPERSEDED SURVEY CONTROL
 AD5732
 AD5732  NAVD 88 (06/15/91)    1.767  (m)            5.80   (f) UNKNOWN     1 2
 AD5732  NGVD 29 (09/01/92)    2.153  (m)            7.06   (f) ADJUSTED    1 2
 AD5732
 AD5732.Superseded values are not recommended for survey control.
 AD5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5732.See file dsdata.txt to determine how the superseded data were derived.
 AD5732
 AD5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ195905(NAD 83)
 AD5732_MARKER: DJ = TIDAL STATION DISK
 AD5732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5732_SP_SET: CONCRETE POST
 AD5732_STAMPING: NO 8 1974
 AD5732_MARK LOGO: NOS   
 AD5732_PROJECTION: FLUSH
 AD5732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5732+STABILITY: SURFACE MOTION
 AD5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5732+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD5732
 AD5732  HISTORY     - Date     Condition        Report By
 AD5732  HISTORY     - 1974     MONUMENTED       NOS
 AD5732  HISTORY     - 1979     GOOD             FLDNR
 AD5732  HISTORY     - 1984     GOOD             FLDNR
 AD5732  HISTORY     - 1986     GOOD             FLDNR
 AD5732  HISTORY     - 1990     GOOD             USPSQD
 AD5732  HISTORY     - 19920301 GOOD             NGS
 AD5732
 AD5732                          STATION DESCRIPTION
 AD5732
 AD5732'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5732'NAPLES.
 AD5732'IN NAPLES AT THE NAPLES MUNICIPAL PIER, THE MARK IS SET IN A CONCRETE
 AD5732'FILLED TERRA COTTA PIPE AT THE INTERSECTION OF 12TH AVENUE SOUTH AND
 AD5732'GULF SHORE BOULEVARD SOUTH. IT BEARS 42.5 FEET SOUTH OF THE CENTERLINE
 AD5732'OF GULF SHORE BOULEVARD SOUTH, AND IS LEVEL WITH THE GROUND.
 AD5732
 AD5732                          STATION RECOVERY (1984)
 AD5732
 AD5732'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5732'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS AT
 AD5732'THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE BOULEVARD, 31.7
 AD5732'FEET EAST OF THE CENTERLINE OF GULF SHORE BOULEVARD, 42.5 FEET SOUTH
 AD5732'OF THE CENTERLINE OF 12TH AVENUE, 3.5 FEET WEST OF THE NORTHWEST
 AD5732'CORNER OF THE MUNICIPAL PARKING LOT, AND IS SET IN THE TOP OF A
 AD5732'CONCRETE FILLED TERRA-COTTA PIPE PROJECTING 3 INCHES ABOVE THE GROUND.
 AD5732'THE EAST EDGE OF THE PIPE AND CONCRETE IS BROKEN OFF BUT THE MARK AND
 AD5732'POST ARE STABLE.
 AD5732
 AD5732                          STATION RECOVERY (1986)
 AD5732
 AD5732'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5732'RECOVERED IN GOOD CONDITION.
 AD5732
 AD5732                          STATION RECOVERY (1990)
 AD5732
 AD5732'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5732'RECOVERED IN GOOD CONDITION.
 AD5732
 AD5732                          STATION RECOVERY (1992)
 AD5732
 AD5732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5732'IN NAPLES, AT THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE
 AD5732'BOULEVARD, 12.9 M (42.3 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 AD5732'9.7 M (31.8 FT) EAST OF THE CENTER OF THE BOULEVARD, 1.1 M (3.6 FT)
 AD5732'NORTHWEST OF THE NORTHWEST CORNER OF A MUNICIPAL PARKING LOT, 1.0 M
 AD5732'(3.3 FT) NORTH OF A PALM TREE, AND THE MONUMENT IS FLUSH WITH THE
 AD5732'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1237 ***********************************************************************
 AD1237  DESIGNATION -  872 5110 TIDAL NAPLES 2
 AD1237  PID         -  AD1237
 AD1237  STATE/COUNTY-  FL/COLLIER
 AD1237  USGS QUAD   -  NAPLES NORTH (1987)
 AD1237
 AD1237                         *CURRENT SURVEY CONTROL
 AD1237  ___________________________________________________________________
 AD1237* NAD 83(1986)-  26 07 52.     (N)    081 48 16.     (W)     SCALED    
 AD1237* NAVD 88     -         1.294  (meters)       4.25   (feet)  ADJUSTED  
 AD1237  ___________________________________________________________________
 AD1237  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AD1237  DYNAMIC HT  -           1.292 (meters)       4.24  (feet)  COMP
 AD1237  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AD1237
 AD1237  VERT ORDER  -  FIRST     CLASS I
 AD1237
 AD1237.The horizontal coordinates were scaled from a topographic map and have
 AD1237.an estimated accuracy of +/- 6 seconds.
 AD1237
 AD1237.The orthometric height was determined by differential leveling
 AD1237.and adjusted by the National Geodetic Survey in June 1991..
 AD1237
 AD1237.The geoid height was determined by GEOID03.
 AD1237
 AD1237.The dynamic height is computed by dividing the NAVD 88
 AD1237.geopotential number by the normal gravity value computed on the
 AD1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1237.degrees latitude (g = 980.6199 gals.).
 AD1237
 AD1237.The modeled gravity was interpolated from observed gravity values.
 AD1237
 AD1237;                    North         East    Units  Estimated Accuracy
 AD1237;SPC FL E     -   199,390.      119,550.      MT  (+/- 180 meters Scaled)
 AD1237
 AD1237                          SUPERSEDED SURVEY CONTROL
 AD1237
 AD1237  NGVD 29 (??/??/92)    1.680  (m)            5.51   (f) ADJ UNCH    1 1
 AD1237
 AD1237.Superseded values are not recommended for survey control.
 AD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1237.See file dsdata.txt to determine how the superseded data were derived.
 AD1237
 AD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ195904(NAD 83)
 AD1237_MARKER: DJ = TIDAL STATION DISK
 AD1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1237_SP_SET: CONCRETE BASE
 AD1237_STAMPING: NAPLES NO 2 1961
 AD1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1237
 AD1237  HISTORY     - Date     Condition        Report By
 AD1237  HISTORY     - 1961     MONUMENTED       CGS
 AD1237  HISTORY     - 1965     GOOD             NGS
 AD1237  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1237
 AD1237                          STATION DESCRIPTION
 AD1237
 AD1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1237'AT NAPLES.
 AD1237'AT NAPLES, ABOUT 0.1 MILE EAST ALONG 12TH AVENUE SOUTH FRM THE
 AD1237'EAST END OF THE NAPLES MUNICIPAL FISHING PIER, IN SECTION 9,
 AD1237'R 25 E, T 50 S, ABOUT 100 YARDS SOUTHEAST OF THE CENTER OF THE
 AD1237'INTERSECTION OF 1ST STREET AND 12TH AVENUE SOUTH, SET IN THE TOP
 AD1237'OF THE NORTHWEST CORNER OF THE SOUTHWEST ONE OF FOUR CONCRETE
 AD1237'BASES WHICH WAS AT ONE TIME A BASE FOR A WATER TANK, 220 FEET EAST
 AD1237'OF THE CENTER LINE OF THE STREET, 198 1/2 FEET SOUTH OF THE CENTER
 AD1237'LINE OF THE AVENUE, THE BASE PROJECTS ABOUT 2 FEET AND IS ABOUT
 AD1237'LEVEL WITH THE AVENUE.  NOTE-- APPARENTLY STAMPED NO 2 IN ERROR.
 AD1237
 AD1237                          STATION RECOVERY (1992)
 AD1237
 AD1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1237'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AD1237'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6328 ***********************************************************************
 AD6328  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6328  DESIGNATION -  872 5114 A TIDAL
 AD6328  PID         -  AD6328
 AD6328  STATE/COUNTY-  FL/COLLIER
 AD6328  USGS QUAD   -  NAPLES NORTH (1987)
 AD6328
 AD6328                         *CURRENT SURVEY CONTROL
 AD6328  ___________________________________________________________________
 AD6328* NAD 83(1986)-  26 08 26.     (N)    081 47 20.     (W)     SCALED    
 AD6328* NAVD 88     -         1.523  (meters)       5.00   (feet)  ADJUSTED  
 AD6328  ___________________________________________________________________
 AD6328  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AD6328  DYNAMIC HT  -           1.521 (meters)       4.99  (feet)  COMP
 AD6328  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AD6328
 AD6328  VERT ORDER  -  SECOND    CLASS I
 AD6328
 AD6328.The horizontal coordinates were scaled from a topographic map and have
 AD6328.an estimated accuracy of +/- 6 seconds.
 AD6328
 AD6328.The orthometric height was determined by differential leveling
 AD6328.and adjusted by the National Geodetic Survey in June 1991..
 AD6328
 AD6328.This Tidal Bench Mark is designated as VM 7893
 AD6328.by the Center for Operational Oceanographic Products and Services.
 AD6328
 AD6328.The geoid height was determined by GEOID03.
 AD6328
 AD6328.The dynamic height is computed by dividing the NAVD 88
 AD6328.geopotential number by the normal gravity value computed on the
 AD6328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6328.degrees latitude (g = 980.6199 gals.).
 AD6328
 AD6328.The modeled gravity was interpolated from observed gravity values.
 AD6328
 AD6328;                    North         East    Units  Estimated Accuracy
 AD6328;SPC FL E     -   200,430.      121,120.      MT  (+/- 180 meters Scaled)
 AD6328
 AD6328                          SUPERSEDED SURVEY CONTROL
 AD6328
 AD6328  NGVD 29 (09/01/92)    1.908  (m)            6.26   (f) ADJUSTED    2 1
 AD6328
 AD6328.Superseded values are not recommended for survey control.
 AD6328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6328.See file dsdata.txt to determine how the superseded data were derived.
 AD6328
 AD6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ211914(NAD 83)
 AD6328_MARKER: DJ = TIDAL STATION DISK
 AD6328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD6328_SP_SET: CONCRETE MANHOLE
 AD6328_STAMPING: 5114 A 1978
 AD6328_MARK LOGO: NOS   
 AD6328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6328
 AD6328  HISTORY     - Date     Condition        Report By
 AD6328  HISTORY     - 1978     MONUMENTED       NOS
 AD6328  HISTORY     - 1984     GOOD             FLDNR
 AD6328  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6328
 AD6328                          STATION DESCRIPTION
 AD6328
 AD6328'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6328'IN NAPLES.
 AD6328'BEGIN AT THE COLLIER COUNTY COURTHOUSE, GO 1.7 MILES NORTHWEST ON U.S.
 AD6328'HIGHWAY 41 TO THE JUNCTION OF RIVER POINT DRIVE, GO 0.05 MILE SOUTH ON
 AD6328'RIVER POINT DRIVE TO THE MARK.  THE MARK BEARS 26 FEET WEST OF THE
 AD6328'CENTERLINE OF RIVER POINT DRIVE, 1 FOOT SOUTHWEST OF THE EDGE OF A
 AD6328'SEWER MANHOLE COVER, AND IS SET IN THE TOP OF THE CONCRETE MANHOLE.
 AD6328'THE MARK IS 1 FT ABOVE ROAD.
 AD6328
 AD6328                          STATION RECOVERY (1990)
 AD6328
 AD6328'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6325 ***********************************************************************
 AD6325  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6325  DESIGNATION -  872 5171 B TIDAL
 AD6325  PID         -  AD6325
 AD6325  STATE/COUNTY-  FL/COLLIER
 AD6325  USGS QUAD   -  NAPLES NORTH (1987)
 AD6325
 AD6325                         *CURRENT SURVEY CONTROL
 AD6325  ___________________________________________________________________
 AD6325* NAD 83(1986)-  26 12 41.     (N)    081 48 39.     (W)     SCALED    
 AD6325* NAVD 88     -         1.030  (meters)       3.38   (feet)  ADJUSTED  
 AD6325  ___________________________________________________________________
 AD6325  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AD6325  DYNAMIC HT  -           1.028 (meters)       3.37  (feet)  COMP
 AD6325  MODELED GRAV-     979,049.0   (mgal)                       NAVD 88
 AD6325
 AD6325  VERT ORDER  -  SECOND    CLASS I
 AD6325
 AD6325.The horizontal coordinates were scaled from a topographic map and have
 AD6325.an estimated accuracy of +/- 6 seconds.
 AD6325
 AD6325.The orthometric height was determined by differential leveling
 AD6325.and adjusted by the National Geodetic Survey in June 1991..
 AD6325
 AD6325.This Tidal Bench Mark is designated as VM 16402
 AD6325.by the Center for Operational Oceanographic Products and Services.
 AD6325
 AD6325.The geoid height was determined by GEOID03.
 AD6325
 AD6325.The dynamic height is computed by dividing the NAVD 88
 AD6325.geopotential number by the normal gravity value computed on the
 AD6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6325.degrees latitude (g = 980.6199 gals.).
 AD6325
 AD6325.The modeled gravity was interpolated from observed gravity values.
 AD6325
 AD6325;                    North         East    Units  Estimated Accuracy
 AD6325;SPC FL E     -   208,290.      118,970.      MT  (+/- 180 meters Scaled)
 AD6325
 AD6325                          SUPERSEDED SURVEY CONTROL
 AD6325
 AD6325  NGVD 29 (09/01/92)    1.415  (m)            4.64   (f) ADJUSTED    2 1
 AD6325
 AD6325.Superseded values are not recommended for survey control.
 AD6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6325.See file dsdata.txt to determine how the superseded data were derived.
 AD6325
 AD6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ189993(NAD 83)
 AD6325_MARKER: DJ = TIDAL STATION DISK
 AD6325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6325_SP_SET: CONCRETE POST
 AD6325_STAMPING: 5171 B 1978
 AD6325_MARK LOGO: NOS   
 AD6325_PROJECTION: RECESSED 3 CENTIMETERS
 AD6325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6325+STABILITY: SURFACE MOTION
 AD6325
 AD6325  HISTORY     - Date     Condition        Report By
 AD6325  HISTORY     - 1978     MONUMENTED       NOS
 AD6325  HISTORY     - 1984     GOOD             FLDNR
 AD6325  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6325  HISTORY     - 20010126 MARK NOT FOUND   USPSQD
 AD6325
 AD6325                          STATION DESCRIPTION
 AD6325
 AD6325'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6325'3.45 MI NORTH FROM NAPLES.
 AD6325'BEGIN AT THE ENTRANCE TO THE COASTLAND CENTER MALL, GO 2.8 MILES NORTH
 AD6325'ON U.S. HIGHWAY 41 TO THE INTERSECTION OF SEAGATE DRIVE, GO 0.5 MILE
 AD6325'WEST ON SEAGATE DRIVE TO A 90-DEGREE LEFT TURN AND A PRIVATE DRIVE
 AD6325'LEADING WEST, GO 0.15 MILE WEST ON THE PRIVATE DRIVE TO THE MARK.  THE
 AD6325'MARK BEARS 44.5 FEET NORTH OF THE CENTERLINE OF THE DIRT DRIVE, 12
 AD6325'FEET EAST OF THE CENTER OF THE WEST FENCE GATE IN A CHAIN-LINK FENCE,
 AD6325'1.2 FEET SOUTH OF THE FENCE, AND 25.25 FEET NORTH-NORTHWEST OF A
 AD6325'10-INCH DIAMETER PINE TREE.
 AD6325
 AD6325                          STATION RECOVERY (1990)
 AD6325
 AD6325'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6325'MARK NOT FOUND.
 AD6325
 AD6325                          STATION RECOVERY (2001)
 AD6325
 AD6325'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD6325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6324 ***********************************************************************
 AD6324  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6324  DESIGNATION -  872 5171 D TIDAL
 AD6324  PID         -  AD6324
 AD6324  STATE/COUNTY-  FL/COLLIER
 AD6324  USGS QUAD   -  NAPLES NORTH (1987)
 AD6324
 AD6324                         *CURRENT SURVEY CONTROL
 AD6324  ___________________________________________________________________
 AD6324* NAD 83(1986)-  26 12 41.     (N)    081 48 27.     (W)     SCALED    
 AD6324* NAVD 88     -         2.780  (meters)       9.12   (feet)  ADJUSTED  
 AD6324  ___________________________________________________________________
 AD6324  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AD6324  DYNAMIC HT  -           2.776 (meters)       9.11  (feet)  COMP
 AD6324  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 AD6324
 AD6324  VERT ORDER  -  SECOND    CLASS I
 AD6324
 AD6324.The horizontal coordinates were scaled from a topographic map and have
 AD6324.an estimated accuracy of +/- 6 seconds.
 AD6324
 AD6324.The orthometric height was determined by differential leveling
 AD6324.and adjusted by the National Geodetic Survey in June 1991..
 AD6324
 AD6324.This Tidal Bench Mark is designated as VM 16404
 AD6324.by the Center for Operational Oceanographic Products and Services.
 AD6324
 AD6324.The geoid height was determined by GEOID03.
 AD6324
 AD6324.The dynamic height is computed by dividing the NAVD 88
 AD6324.geopotential number by the normal gravity value computed on the
 AD6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6324.degrees latitude (g = 980.6199 gals.).
 AD6324
 AD6324.The modeled gravity was interpolated from observed gravity values.
 AD6324
 AD6324;                    North         East    Units  Estimated Accuracy
 AD6324;SPC FL E     -   208,280.      119,300.      MT  (+/- 180 meters Scaled)
 AD6324
 AD6324                          SUPERSEDED SURVEY CONTROL
 AD6324
 AD6324  NGVD 29 (09/01/92)    3.165  (m)           10.38   (f) ADJUSTED    2 1
 AD6324
 AD6324.Superseded values are not recommended for survey control.
 AD6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6324.See file dsdata.txt to determine how the superseded data were derived.
 AD6324
 AD6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ193993(NAD 83)
 AD6324_MARKER: DJ = TIDAL STATION DISK
 AD6324_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD6324_SP_SET: GALVANIZED STEEL ROD
 AD6324_STAMPING: 5171 D 1978
 AD6324_MARK LOGO: NOS   
 AD6324_PROJECTION: FLUSH
 AD6324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6324_ROD/PIPE-DEPTH: 12.2 meters
 AD6324
 AD6324  HISTORY     - Date     Condition        Report By
 AD6324  HISTORY     - 1978     MONUMENTED       NOS
 AD6324  HISTORY     - 1984     GOOD             FLDNR
 AD6324  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6324  HISTORY     - 20010126 MARK NOT FOUND   USPSQD
 AD6324
 AD6324                          STATION DESCRIPTION
 AD6324
 AD6324'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6324'3.2 MI NORTH FROM NAPLES.
 AD6324'BEGIN AT THE ENTRANCE TO THE COASTLAND CENTER MALL, GO 2.8 MILES NORTH
 AD6324'ON U.S. HIGHWAY 41 TO THE INTERSECTION OF SEAGATE DRIVE, GO 0.4 MILE
 AD6324'WEST ON SEAGATE DRIVE TO THE MARK.  THE MARK BEARS 170 FEET NORTH OF
 AD6324'THE NORTHEAST CORNER OF THE NORTH NAPLES UNITED METHODIST CHURCH, 43
 AD6324'FEET NORTH OF THE CENTERLINE OF SEAGATE DRIVE, AND 1 FOOT SOUTH OF
 AD6324'UNITED SYSTEM POLE 611.
 AD6324
 AD6324                          STATION RECOVERY (1990)
 AD6324
 AD6324'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6324'MARK NOT FOUND.
 AD6324
 AD6324                          STATION RECOVERY (2001)
 AD6324
 AD6324'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD6324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6327 ***********************************************************************
 AD6327  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6327  DESIGNATION -  872 5171 E TIDAL
 AD6327  PID         -  AD6327
 AD6327  STATE/COUNTY-  FL/COLLIER
 AD6327  USGS QUAD   -  NAPLES NORTH (1987)
 AD6327
 AD6327                         *CURRENT SURVEY CONTROL
 AD6327  ___________________________________________________________________
 AD6327* NAD 83(1986)-  26 12 41.     (N)    081 48 45.     (W)     SCALED    
 AD6327* NAVD 88     -         0.371  (meters)       1.22   (feet)  ADJUSTED  
 AD6327  ___________________________________________________________________
 AD6327  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AD6327  DYNAMIC HT  -           0.371 (meters)       1.22  (feet)  COMP
 AD6327  MODELED GRAV-     979,049.0   (mgal)                       NAVD 88
 AD6327
 AD6327  VERT ORDER  -  SECOND    CLASS I
 AD6327
 AD6327.The horizontal coordinates were scaled from a topographic map and have
 AD6327.an estimated accuracy of +/- 6 seconds.
 AD6327
 AD6327.The orthometric height was determined by differential leveling
 AD6327.and adjusted by the National Geodetic Survey in June 1991..
 AD6327
 AD6327.This Tidal Bench Mark is designated as VM 17145
 AD6327.by the Center for Operational Oceanographic Products and Services.
 AD6327
 AD6327.The geoid height was determined by GEOID03.
 AD6327
 AD6327.The dynamic height is computed by dividing the NAVD 88
 AD6327.geopotential number by the normal gravity value computed on the
 AD6327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6327.degrees latitude (g = 980.6199 gals.).
 AD6327
 AD6327.The modeled gravity was interpolated from observed gravity values.
 AD6327
 AD6327;                    North         East    Units  Estimated Accuracy
 AD6327;SPC FL E     -   208,290.      118,800.      MT  (+/- 180 meters Scaled)
 AD6327
 AD6327                          SUPERSEDED SURVEY CONTROL
 AD6327
 AD6327  NGVD 29 (09/01/92)    0.756  (m)            2.48   (f) ADJUSTED    2 1
 AD6327
 AD6327.Superseded values are not recommended for survey control.
 AD6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6327.See file dsdata.txt to determine how the superseded data were derived.
 AD6327
 AD6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ188993(NAD 83)
 AD6327_MARKER: DD = SURVEY DISK
 AD6327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6327_SP_SET: CONCRETE POST
 AD6327_STAMPING: 5171 E
 AD6327_MARK LOGO: NONE  
 AD6327_PROJECTION: RECESSED 8 CENTIMETERS
 AD6327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6327+STABILITY: SURFACE MOTION
 AD6327
 AD6327  HISTORY     - Date     Condition        Report By
 AD6327  HISTORY     - UNK      MONUMENTED       LOCSUR
 AD6327  HISTORY     - 1984     GOOD             FLDNR
 AD6327  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6327  HISTORY     - 20010126 MARK NOT FOUND   USPSQD
 AD6327
 AD6327                          STATION DESCRIPTION
 AD6327
 AD6327'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6327'3.55 MI NORTH FROM NAPLES.
 AD6327'BEGIN AT THE ENTRANCE TO THE COASTLAND CENTER MALL, GO 2.8 MILES NORTH
 AD6327'ON U.S. HIGHWAY 41 TO THE INTERSECTION OF SEAGATE DRIVE, GO 0.5 MILE
 AD6327'WEST ON SEAGATE DRIVE TO A 90-DEGREE LEFT TURN AND A PRIVATE DRIVE
 AD6327'LEADING WEST, GO 0.25 MILE WEST ON THE PRIVATE DRIVE TO ITS END AND
 AD6327'THE MARK.  THE MARK BEARS 14.5 FEET SOUTH OF THE CENTERLINE OF THE
 AD6327'DRIVE, 22.5 FEET EAST OF THE CENTERLINE OF A SHELL BOAT RAMP, 60.7
 AD6327'FEET EAST OF THE WEST END OF A SMALL DOCK, AND 9 FEET NORTH OF THE
 AD6327'EDGE OF A CANAL.
 AD6327
 AD6327                          STATION RECOVERY (1990)
 AD6327
 AD6327'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6327'MARK NOT FOUND.
 AD6327
 AD6327                          STATION RECOVERY (2001)
 AD6327
 AD6327'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD6327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6309 ***********************************************************************
 AD6309  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6309  DESIGNATION -  872 5222 A TIDAL
 AD6309  PID         -  AD6309
 AD6309  STATE/COUNTY-  FL/COLLIER
 AD6309  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6309
 AD6309                         *CURRENT SURVEY CONTROL
 AD6309  ___________________________________________________________________
 AD6309* NAD 83(1999)-  26 16 36.22565(N)    081 49 26.66147(W)     ADJUSTED  
 AD6309* NAVD 88     -         0.778  (meters)       2.55   (feet)  ADJUSTED  
 AD6309  ___________________________________________________________________
 AD6309  X           -     813,856.313 (meters)                     COMP
 AD6309  Y           -  -5,664,629.377 (meters)                     COMP
 AD6309  Z           -   2,806,575.243 (meters)                     COMP
 AD6309  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AD6309  ELLIP HEIGHT-         -22.94  (meters)          (12/09/02) GPS OBS
 AD6309  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AD6309  DYNAMIC HT  -           0.777 (meters)       2.55  (feet)  COMP
 AD6309  MODELED GRAV-     979,051.0   (mgal)                       NAVD 88
 AD6309
 AD6309  HORZ ORDER  -  A
 AD6309  VERT ORDER  -  SECOND    CLASS I
 AD6309  ELLP ORDER  -  FOURTH    CLASS I
 AD6309
 AD6309.The horizontal coordinates were established by GPS observations
 AD6309.and adjusted by the National Geodetic Survey in December 2002..
 AD6309
 AD6309.The orthometric height was determined by differential leveling
 AD6309.and adjusted by the National Geodetic Survey in June 1991..
 AD6309
 AD6309.This Tidal Bench Mark is designated as VM 7846
 AD6309.by the Center for Operational Oceanographic Products and Services.
 AD6309
 AD6309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD6309
 AD6309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6309
 AD6309.The ellipsoidal height was determined by GPS observations
 AD6309.and is referenced to NAD 83.
 AD6309
 AD6309.The geoid height was determined by GEOID03.
 AD6309
 AD6309.The dynamic height is computed by dividing the NAVD 88
 AD6309.geopotential number by the normal gravity value computed on the
 AD6309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6309.degrees latitude (g = 980.6199 gals.).
 AD6309
 AD6309.The modeled gravity was interpolated from observed gravity values.
 AD6309
 AD6309;                    North         East     Units Scale Factor Converg.
 AD6309;SPC FL E     -   215,533.971   117,693.096   MT  1.00002479   -0 21 53.4
 AD6309;SPC FL E     -   707,131.04    386,131.43   sFT  1.00002479   -0 21 53.4
 AD6309;UTM  17      - 2,906,592.413   417,721.179   MT  0.99968358   -0 21 53.4
 AD6309
 AD6309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6309!SPC FL E     -   1.00000360  x   1.00002479  =   1.00002839
 AD6309!UTM  17      -   1.00000360  x   0.99968358  =   0.99968718
 AD6309
 AD6309                          SUPERSEDED SURVEY CONTROL
 AD6309
 AD6309  NAVD 88 (12/09/02)    0.78   (m)            2.6    (f) LEVELING    3  
 AD6309  NGVD 29 (09/01/92)    1.153  (m)            3.78   (f) ADJUSTED    2 1
 AD6309
 AD6309.Superseded values are not recommended for survey control.
 AD6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6309.See file dsdata.txt to determine how the superseded data were derived.
 AD6309
 AD6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1772106592(NAD 83)
 AD6309_MARKER: DJ = TIDAL STATION DISK
 AD6309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6309_SP_SET: SEAWALL
 AD6309_STAMPING: 5222 A 1978
 AD6309_MARK LOGO: NOS   
 AD6309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6309+STABILITY: SURFACE MOTION
 AD6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6309+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AD6309
 AD6309  HISTORY     - Date     Condition        Report By
 AD6309  HISTORY     - 1978     MONUMENTED       NOS
 AD6309  HISTORY     - 1984     GOOD             FLDNR
 AD6309  HISTORY     - 19991231 GOOD             USPSQD
 AD6309  HISTORY     - 20020221 GOOD             NGS
 AD6309  HISTORY     - 20020228 GOOD             MAPTEC
 AD6309  HISTORY     - 20020520 GOOD             MAPTEC
 AD6309  HISTORY     - 20050215 GOOD             FLDEP
 AD6309
 AD6309                          STATION DESCRIPTION
 AD6309
 AD6309'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6309'1.5 MI WEST FROM NAPLES PARK.
 AD6309'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6309'1.5 MILES WEST ON C 846 TO THE VANDERBILT TOWERS CONDOMINIUMS AND THE
 AD6309'MARK LOCATION.  THE MARK IS SET IN THE SEAWALL NEAR THE NORTHEAST
 AD6309'CORNER OF THE PROPERTY, 0.3 MILE NORTH OF THE HIGHWAY, 170 FEET EAST
 AD6309'OF THE NORTHERNMOST CONDOMINIUM, AND 74 FEET SOUTH OF A CURVE IN THE
 AD6309'SEAWALL.
 AD6309
 AD6309                          STATION RECOVERY (1999)
 AD6309
 AD6309'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6309'RECOVERED IN GOOD CONDITION.
 AD6309
 AD6309                          STATION RECOVERY (2002)
 AD6309
 AD6309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AD6309'RECOVERED IN GOOD CONDITION.
 AD6309
 AD6309                          STATION RECOVERY (2002)
 AD6309
 AD6309'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD6309'RECOVERED AS DESCRIBED
 AD6309' 
 AD6309' 
 AD6309'
 AD6309
 AD6309                          STATION RECOVERY (2002)
 AD6309
 AD6309'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD6309'RECOVERED AS DESCRIBED.
 AD6309'
 AD6309
 AD6309                          STATION RECOVERY (2005)
 AD6309
 AD6309'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD6309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6298 ***********************************************************************
 AD6298  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6298  DESIGNATION -  872 5228 A TIDAL
 AD6298  PID         -  AD6298
 AD6298  STATE/COUNTY-  FL/COLLIER
 AD6298  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6298
 AD6298                         *CURRENT SURVEY CONTROL
 AD6298  ___________________________________________________________________
 AD6298* NAD 83(1986)-  26 16 58.     (N)    081 48 07.     (W)     SCALED    
 AD6298* NAVD 88     -         1.956  (meters)       6.42   (feet)  ADJUSTED  
 AD6298  ___________________________________________________________________
 AD6298  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AD6298  DYNAMIC HT  -           1.953 (meters)       6.41  (feet)  COMP
 AD6298  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 AD6298
 AD6298  VERT ORDER  -  SECOND    CLASS I
 AD6298
 AD6298.The horizontal coordinates were scaled from a topographic map and have
 AD6298.an estimated accuracy of +/- 6 seconds.
 AD6298
 AD6298.The orthometric height was determined by differential leveling
 AD6298.and adjusted by the National Geodetic Survey in June 1991..
 AD6298
 AD6298.This Tidal Bench Mark is designated as VM 7850
 AD6298.by the Center for Operational Oceanographic Products and Services.
 AD6298
 AD6298.The geoid height was determined by GEOID03.
 AD6298
 AD6298.The dynamic height is computed by dividing the NAVD 88
 AD6298.geopotential number by the normal gravity value computed on the
 AD6298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6298.degrees latitude (g = 980.6199 gals.).
 AD6298
 AD6298.The modeled gravity was interpolated from observed gravity values.
 AD6298
 AD6298;                    North         East    Units  Estimated Accuracy
 AD6298;SPC FL E     -   216,190.      119,910.      MT  (+/- 180 meters Scaled)
 AD6298
 AD6298                          SUPERSEDED SURVEY CONTROL
 AD6298
 AD6298  NGVD 29 (09/01/92)    2.331  (m)            7.65   (f) ADJUSTED    2 1
 AD6298
 AD6298.Superseded values are not recommended for survey control.
 AD6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6298.See file dsdata.txt to determine how the superseded data were derived.
 AD6298
 AD6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK199072(NAD 83)
 AD6298_MARKER: DJ = TIDAL STATION DISK
 AD6298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD6298_SP_SET: CONCRETE BOX DRAIN
 AD6298_STAMPING: 5228 A 1978
 AD6298_MARK LOGO: NOS   
 AD6298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6298
 AD6298  HISTORY     - Date     Condition        Report By
 AD6298  HISTORY     - 1978     MONUMENTED       NOS
 AD6298  HISTORY     - 1984     GOOD             FLDNR
 AD6298  HISTORY     - 1990     GOOD             USPSQD
 AD6298
 AD6298                          STATION DESCRIPTION
 AD6298
 AD6298'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6298'0.7 MI NORTH FROM NAPLES PARK.
 AD6298'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6298'0.7 MILE NORTH ON U.S. 41 TO THE MARK.  THE MARK BEARS 113 FEET SOUTH
 AD6298'OF THE BRIDGE OVER THE COCOHATCHEE RIVER, 33 FEET WEST OF THE
 AD6298'CENTERLINE OF U.S. 41 NORTHBOUND, 34 FEET EAST OF THE CENTERLINE OF
 AD6298'U.S. 41 SOUTHBOUND, AND IS SET IN THE NORTHEAST CORNER OF A 3-FOOT BY
 AD6298'4-FOOT BOX DRAIN.
 AD6298'THE MARK IS 1 FT BELOW HIGHWAY.
 AD6298
 AD6298                          STATION RECOVERY (1990)
 AD6298
 AD6298'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6303 ***********************************************************************
 AD6303  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6303  DESIGNATION -  872 5235 B TIDAL
 AD6303  PID         -  AD6303
 AD6303  STATE/COUNTY-  FL/COLLIER
 AD6303  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6303
 AD6303                         *CURRENT SURVEY CONTROL
 AD6303  ___________________________________________________________________
 AD6303* NAD 83(1986)-  26 17 24.     (N)    081 49 06.     (W)     SCALED    
 AD6303* NAVD 88     -         2.351  (meters)       7.71   (feet)  ADJUSTED  
 AD6303  ___________________________________________________________________
 AD6303  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AD6303  DYNAMIC HT  -           2.347 (meters)       7.70  (feet)  COMP
 AD6303  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 AD6303
 AD6303  VERT ORDER  -  SECOND    CLASS I
 AD6303
 AD6303.The horizontal coordinates were scaled from a topographic map and have
 AD6303.an estimated accuracy of +/- 6 seconds.
 AD6303
 AD6303.The orthometric height was determined by differential leveling
 AD6303.and adjusted by the National Geodetic Survey in June 1991..
 AD6303
 AD6303.This Tidal Bench Mark is designated as VM 10594
 AD6303.by the Center for Operational Oceanographic Products and Services.
 AD6303
 AD6303.The geoid height was determined by GEOID03.
 AD6303
 AD6303.The dynamic height is computed by dividing the NAVD 88
 AD6303.geopotential number by the normal gravity value computed on the
 AD6303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6303.degrees latitude (g = 980.6199 gals.).
 AD6303
 AD6303.The modeled gravity was interpolated from observed gravity values.
 AD6303
 AD6303;                    North         East    Units  Estimated Accuracy
 AD6303;SPC FL E     -   217,000.      118,280.      MT  (+/- 180 meters Scaled)
 AD6303
 AD6303                          SUPERSEDED SURVEY CONTROL
 AD6303
 AD6303  NGVD 29 (09/01/92)    2.726  (m)            8.94   (f) ADJUSTED    2 1
 AD6303
 AD6303.Superseded values are not recommended for survey control.
 AD6303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6303.See file dsdata.txt to determine how the superseded data were derived.
 AD6303
 AD6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183080(NAD 83)
 AD6303_MARKER: DJ = TIDAL STATION DISK
 AD6303_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD6303_SP_SET: GALVANIZED STEEL ROD
 AD6303_STAMPING: 5235 B 1977
 AD6303_MARK LOGO: NOS   
 AD6303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6303
 AD6303  HISTORY     - Date     Condition        Report By
 AD6303  HISTORY     - 1977     MONUMENTED       NOS
 AD6303  HISTORY     - 1984     GOOD             FLDNR
 AD6303  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AD6303
 AD6303                          STATION DESCRIPTION
 AD6303
 AD6303'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6303'2.15 MI NNW FROM NAPLES PARK.
 AD6303'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6303'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6303'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6303'COCOHATCHEE RIVER.  THE MARK BEARS 41.4 FEET NORTH OF THE NORTHEAST
 AD6303'CORNER OF THE SOUTHERN BRIDGE, 14 FEET EAST OF THE CENTERLINE OF THE
 AD6303'ROAD, AND 0.7 FOOT WEST OF A WITNESS POST.  A DISK ON THE TOP OF A
 AD6303'GALVANIZED STEEL ROD FLUSH WITH THE GROUND.
 AD6303
 AD6303                          STATION RECOVERY (1999)
 AD6303
 AD6303'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6302 ***********************************************************************
 AD6302  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6302  DESIGNATION -  872 5235 C TIDAL
 AD6302  PID         -  AD6302
 AD6302  STATE/COUNTY-  FL/COLLIER
 AD6302  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6302
 AD6302                         *CURRENT SURVEY CONTROL
 AD6302  ___________________________________________________________________
 AD6302* NAD 83(1986)-  26 17 24.     (N)    081 49 06.     (W)     SCALED    
 AD6302* NAVD 88     -         2.515  (meters)       8.25   (feet)  ADJUSTED  
 AD6302  ___________________________________________________________________
 AD6302  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AD6302  DYNAMIC HT  -           2.511 (meters)       8.24  (feet)  COMP
 AD6302  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 AD6302
 AD6302  VERT ORDER  -  SECOND    CLASS I
 AD6302
 AD6302.The horizontal coordinates were scaled from a topographic map and have
 AD6302.an estimated accuracy of +/- 6 seconds.
 AD6302
 AD6302.The orthometric height was determined by differential leveling
 AD6302.and adjusted by the National Geodetic Survey in June 1991..
 AD6302
 AD6302.This Tidal Bench Mark is designated as VM 10595
 AD6302.by the Center for Operational Oceanographic Products and Services.
 AD6302
 AD6302.The geoid height was determined by GEOID03.
 AD6302
 AD6302.The dynamic height is computed by dividing the NAVD 88
 AD6302.geopotential number by the normal gravity value computed on the
 AD6302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6302.degrees latitude (g = 980.6199 gals.).
 AD6302
 AD6302.The modeled gravity was interpolated from observed gravity values.
 AD6302
 AD6302;                    North         East    Units  Estimated Accuracy
 AD6302;SPC FL E     -   217,000.      118,280.      MT  (+/- 180 meters Scaled)
 AD6302
 AD6302                          SUPERSEDED SURVEY CONTROL
 AD6302
 AD6302  NGVD 29 (09/01/92)    2.890  (m)            9.48   (f) ADJUSTED    2 1
 AD6302
 AD6302.Superseded values are not recommended for survey control.
 AD6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6302.See file dsdata.txt to determine how the superseded data were derived.
 AD6302
 AD6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183080(NAD 83)
 AD6302_MARKER: DJ = TIDAL STATION DISK
 AD6302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD6302_SP_SET: BRIDGE ABUTMENT
 AD6302_STAMPING: 5235 C 1977
 AD6302_MARK LOGO: NOS   
 AD6302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6302
 AD6302  HISTORY     - Date     Condition        Report By
 AD6302  HISTORY     - 1977     MONUMENTED       NOS
 AD6302  HISTORY     - 1984     GOOD             FLDNR
 AD6302  HISTORY     - 19991231 GOOD             USPSQD
 AD6302
 AD6302                          STATION DESCRIPTION
 AD6302
 AD6302'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6302'2.15 MI NNW FROM NAPLES PARK.
 AD6302'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6302'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6302'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6302'COCOHATCHEE RIVER.  THE MARK IS SET IN THE ABUTMENT AT THE NORTHWEST
 AD6302'CORNER OF THE SOUTHERN BRIDGE, 14 FEET WEST OF THE CENTERLINE OF THE
 AD6302'ROAD.
 AD6302
 AD6302                          STATION RECOVERY (1999)
 AD6302
 AD6302'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6305 ***********************************************************************
 AD6305  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6305  DESIGNATION -  872 5235 D TIDAL
 AD6305  PID         -  AD6305
 AD6305  STATE/COUNTY-  FL/COLLIER
 AD6305  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6305
 AD6305                         *CURRENT SURVEY CONTROL
 AD6305  ___________________________________________________________________
 AD6305* NAD 83(1986)-  26 17 31.     (N)    081 49 06.     (W)     SCALED    
 AD6305* NAVD 88     -         0.803  (meters)       2.63   (feet)  ADJUSTED  
 AD6305  ___________________________________________________________________
 AD6305  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AD6305  DYNAMIC HT  -           0.801 (meters)       2.63  (feet)  COMP
 AD6305  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AD6305
 AD6305  VERT ORDER  -  SECOND    CLASS I
 AD6305
 AD6305.The horizontal coordinates were scaled from a topographic map and have
 AD6305.an estimated accuracy of +/- 6 seconds.
 AD6305
 AD6305.The orthometric height was determined by differential leveling
 AD6305.and adjusted by the National Geodetic Survey in June 1991..
 AD6305
 AD6305.This Tidal Bench Mark is designated as VM 10596
 AD6305.by the Center for Operational Oceanographic Products and Services.
 AD6305
 AD6305.The geoid height was determined by GEOID03.
 AD6305
 AD6305.The dynamic height is computed by dividing the NAVD 88
 AD6305.geopotential number by the normal gravity value computed on the
 AD6305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6305.degrees latitude (g = 980.6199 gals.).
 AD6305
 AD6305.The modeled gravity was interpolated from observed gravity values.
 AD6305
 AD6305;                    North         East    Units  Estimated Accuracy
 AD6305;SPC FL E     -   217,220.      118,280.      MT  (+/- 180 meters Scaled)
 AD6305
 AD6305                          SUPERSEDED SURVEY CONTROL
 AD6305
 AD6305  NGVD 29 (09/01/92)    1.178  (m)            3.86   (f) ADJUSTED    2 1
 AD6305
 AD6305.Superseded values are not recommended for survey control.
 AD6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6305.See file dsdata.txt to determine how the superseded data were derived.
 AD6305
 AD6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183082(NAD 83)
 AD6305_MARKER: DJ = TIDAL STATION DISK
 AD6305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6305_SP_SET: CONCRETE BULKHEAD
 AD6305_STAMPING: 5235 D 1978
 AD6305_MARK LOGO: NOS   
 AD6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6305+STABILITY: SURFACE MOTION
 AD6305
 AD6305  HISTORY     - Date     Condition        Report By
 AD6305  HISTORY     - 1978     MONUMENTED       NOS
 AD6305  HISTORY     - 1984     GOOD             FLDNR
 AD6305  HISTORY     - 19991231 GOOD             USPSQD
 AD6305
 AD6305                          STATION DESCRIPTION
 AD6305
 AD6305'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6305'2.15 MI NNW FROM NAPLES PARK.
 AD6305'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6305'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6305'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6305'COCOHATCHEE RIVER.  THE MARK IS SET IN THE SOUTH BULKHEAD FOR THE
 AD6305'NORTHERN BRIDGE, 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 32 FEET
 AD6305'EAST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 14.9 FEET SOUTH OF THE
 AD6305'NORTH EDGE OF THE BULKHEAD.
 AD6305'THE MARK IS 6 FT BELOW ROAD.
 AD6305
 AD6305                          STATION RECOVERY (1999)
 AD6305
 AD6305'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7880 ***********************************************************************
 AD7880  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7880  DESIGNATION -  872 5259 B TIDAL
 AD7880  PID         -  AD7880
 AD7880  STATE/COUNTY-  FL/LEE
 AD7880  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7880
 AD7880                         *CURRENT SURVEY CONTROL
 AD7880  ___________________________________________________________________
 AD7880* NAD 83(1986)-  26 19 52.     (N)    081 50 14.     (W)     SCALED    
 AD7880* NAVD 88     -         0.830  (meters)       2.72   (feet)  POSTED    
 AD7880  ___________________________________________________________________
 AD7880  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AD7880  DYNAMIC HT  -           0.830 (meters)       2.72  (feet)  COMP
 AD7880  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 AD7880
 AD7880  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7880
 AD7880.The horizontal coordinates were scaled from a topographic map and have
 AD7880.an estimated accuracy of +/- 6 seconds.
 AD7880
 AD7880.The orthometric height was determined by differential leveling
 AD7880.and adjusted by the National Geodetic Survey in 1992..
 AD7880.No vertical observational check was made to the station.
 AD7880.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7880.was located on a no-check spur therefore a value was not computed.
 AD7880
 AD7880.This Tidal Bench Mark is designated as VM 7857
 AD7880.by the Center for Operational Oceanographic Products and Services.
 AD7880
 AD7880.The geoid height was determined by GEOID03.
 AD7880
 AD7880.The dynamic height is computed by dividing the NAVD 88
 AD7880.geopotential number by the normal gravity value computed on the
 AD7880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7880.degrees latitude (g = 980.6199 gals.).
 AD7880
 AD7880.The modeled gravity was interpolated from observed gravity values.
 AD7880
 AD7880;                    North         East    Units  Estimated Accuracy
 AD7880;SPC FL W     -   221,310.      216,250.      MT  (+/- 180 meters Scaled)
 AD7880
 AD7880                          SUPERSEDED SURVEY CONTROL
 AD7880
 AD7880  NGVD 29 (09/01/92)    1.197  (m)            3.93   (f) ADJUSTED    2 1
 AD7880
 AD7880.Superseded values are not recommended for survey control.
 AD7880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7880.See file dsdata.txt to determine how the superseded data were derived.
 AD7880
 AD7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK164126(NAD 83)
 AD7880_MARKER: DJ = TIDAL STATION DISK
 AD7880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7880_SP_SET: CONCRETE SEAWALL
 AD7880_STAMPING: 5259 B 1978
 AD7880_MARK LOGO: NOS   
 AD7880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7880+STABILITY: SURFACE MOTION
 AD7880
 AD7880  HISTORY     - Date     Condition        Report By
 AD7880  HISTORY     - 1978     MONUMENTED       NOS
 AD7880  HISTORY     - 1984     GOOD             FLDNR
 AD7880  HISTORY     - 19980404 GOOD             USPSQD
 AD7880  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AD7880
 AD7880                          STATION DESCRIPTION
 AD7880
 AD7880'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7880'2.2 MI WEST FROM BONITA SPRINGS.
 AD7880'BEGIN AT THE INTERSECTION 0F U.S. HIGHWAY 41 AND STATE ROAD 865
 AD7880'(BONITA BEACH ROAD), GO 2.2 MILES WEST ON STATE ROAD 865 TO THE MARK.
 AD7880'THE MARK BEARS 50 FEET NORTH OF THE WEST END OF A BRIDGE, 16.2 FEET
 AD7880'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE FOR AN APARTMENT
 AD7880'BUILDING, AND 1 FOOT NORTH OF THE SOUTH END OF THE SEAWALL.
 AD7880'THE MARK IS 10 FT BELOW ROAD.
 AD7880
 AD7880                          STATION RECOVERY (1998)
 AD7880
 AD7880'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7880'RECOVERED IN GOOD CONDITION.
 AD7880
 AD7880                          STATION RECOVERY (1999)
 AD7880
 AD7880'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7881 ***********************************************************************
 AD7881  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7881  DESIGNATION -  872 5259 C TIDAL
 AD7881  PID         -  AD7881
 AD7881  STATE/COUNTY-  FL/LEE
 AD7881  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7881
 AD7881                         *CURRENT SURVEY CONTROL
 AD7881  ___________________________________________________________________
 AD7881* NAD 83(1986)-  26 19 52.     (N)    081 50 16.     (W)     SCALED    
 AD7881* NAVD 88     -         1.116  (meters)       3.66   (feet)  POSTED    
 AD7881  ___________________________________________________________________
 AD7881  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7881  DYNAMIC HT  -           1.110 (meters)       3.64  (feet)  COMP
 AD7881  MODELED GRAV-     979,053.0   (mgal)                       NAVD 88
 AD7881
 AD7881  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7881
 AD7881.The horizontal coordinates were scaled from a topographic map and have
 AD7881.an estimated accuracy of +/- 6 seconds.
 AD7881
 AD7881.The orthometric height was determined by differential leveling
 AD7881.and adjusted by the National Geodetic Survey in 1992..
 AD7881.No vertical observational check was made to the station.
 AD7881.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7881.was located on a no-check spur therefore a value was not computed.
 AD7881
 AD7881.This Tidal Bench Mark is designated as VM 7858
 AD7881.by the Center for Operational Oceanographic Products and Services.
 AD7881
 AD7881.The geoid height was determined by GEOID03.
 AD7881
 AD7881.The dynamic height is computed by dividing the NAVD 88
 AD7881.geopotential number by the normal gravity value computed on the
 AD7881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7881.degrees latitude (g = 980.6199 gals.).
 AD7881
 AD7881.The modeled gravity was interpolated from observed gravity values.
 AD7881
 AD7881;                    North         East    Units  Estimated Accuracy
 AD7881;SPC FL W     -   221,310.      216,200.      MT  (+/- 180 meters Scaled)
 AD7881
 AD7881                          SUPERSEDED SURVEY CONTROL
 AD7881
 AD7881  NGVD 29 (09/01/92)    1.483  (m)            4.87   (f) ADJUSTED    2 1
 AD7881
 AD7881.Superseded values are not recommended for survey control.
 AD7881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7881.See file dsdata.txt to determine how the superseded data were derived.
 AD7881
 AD7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK163126(NAD 83)
 AD7881_MARKER: DJ = TIDAL STATION DISK
 AD7881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7881_SP_SET: CONCRETE POST
 AD7881_STAMPING: 5259 C 1978
 AD7881_MARK LOGO: NOS   
 AD7881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7881+STABILITY: SURFACE MOTION
 AD7881
 AD7881  HISTORY     - Date     Condition        Report By
 AD7881  HISTORY     - 1978     MONUMENTED       NOS
 AD7881  HISTORY     - 1984     GOOD             FLDNR
 AD7881  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7881  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AD7881
 AD7881                          STATION DESCRIPTION
 AD7881
 AD7881'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7881'2.2 MI WEST FROM BONITA SPRINGS.
 AD7881'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865
 AD7881'(BONITA BEACH ROAD), GO 2.2 MILES WEST ON STATE ROAD 865 TO THE MARK.
 AD7881'THE MARK BEARS 200 FEET WEST OF THE WEST END OF A BRIDGE, 57.9 FEET
 AD7881'NORTH OF THE CENTERLINE OF THE HIGHWAY,1.2 FEET WEST OF A POWER POLE,
 AD7881'AND ABOUT 260 FEET WEST OF A SEAWALL.
 AD7881
 AD7881                          STATION RECOVERY (1998)
 AD7881
 AD7881'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7881'MARK NOT FOUND.
 AD7881
 AD7881                          STATION RECOVERY (1999)
 AD7881
 AD7881'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7876 ***********************************************************************
 AD7876  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7876  DESIGNATION -  872 5269 A TIDAL
 AD7876  PID         -  AD7876
 AD7876  STATE/COUNTY-  FL/LEE
 AD7876  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7876
 AD7876                         *CURRENT SURVEY CONTROL
 AD7876  ___________________________________________________________________
 AD7876* NAD 83(1986)-  26 20 10.     (N)    081 49 51.     (W)     SCALED    
 AD7876* NAVD 88     -         0.717  (meters)       2.35   (feet)  POSTED    
 AD7876  ___________________________________________________________________
 AD7876  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AD7876  DYNAMIC HT  -           0.720 (meters)       2.36  (feet)  COMP
 AD7876  MODELED GRAV-     979,052.8   (mgal)                       NAVD 88
 AD7876
 AD7876  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7876
 AD7876.The horizontal coordinates were scaled from a topographic map and have
 AD7876.an estimated accuracy of +/- 6 seconds.
 AD7876
 AD7876.The orthometric height was determined by differential leveling
 AD7876.and adjusted by the National Geodetic Survey in 1992..
 AD7876.No vertical observational check was made to the station.
 AD7876.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7876.was located on a no-check spur therefore a value was not computed.
 AD7876
 AD7876.This Tidal Bench Mark is designated as VM 7860
 AD7876.by the Center for Operational Oceanographic Products and Services.
 AD7876
 AD7876.The geoid height was determined by GEOID03.
 AD7876
 AD7876.The dynamic height is computed by dividing the NAVD 88
 AD7876.geopotential number by the normal gravity value computed on the
 AD7876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7876.degrees latitude (g = 980.6199 gals.).
 AD7876
 AD7876.The modeled gravity was interpolated from observed gravity values.
 AD7876
 AD7876;                    North         East    Units  Estimated Accuracy
 AD7876;SPC FL W     -   221,860.      216,890.      MT  (+/- 180 meters Scaled)
 AD7876
 AD7876                          SUPERSEDED SURVEY CONTROL
 AD7876
 AD7876  NGVD 29 (09/01/92)    1.083  (m)            3.55   (f) ADJUSTED    2 1
 AD7876
 AD7876.Superseded values are not recommended for survey control.
 AD7876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7876.See file dsdata.txt to determine how the superseded data were derived.
 AD7876
 AD7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK170131(NAD 83)
 AD7876_MARKER: DJ = TIDAL STATION DISK
 AD7876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7876_SP_SET: CONCRETE POST
 AD7876_STAMPING: 5269 A 1978
 AD7876_MARK LOGO: NOS   
 AD7876_PROJECTION: FLUSH
 AD7876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7876+STABILITY: SURFACE MOTION
 AD7876
 AD7876  HISTORY     - Date     Condition        Report By
 AD7876  HISTORY     - 1978     MONUMENTED       NOS
 AD7876  HISTORY     - 1984     GOOD             FLDNR
 AD7876  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7876
 AD7876                          STATION DESCRIPTION
 AD7876
 AD7876'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7876'2 MI WEST FROM BONITA SPRINGS.
 AD7876'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7876'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7876'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7876'ROAD, GO 0.2 MILE WEST ON TARPON ROAD TO THE ROAD TO RIVERWOOD
 AD7876'ESTATES, GO 0.1 MILE NORTH ON A DIRT ROAD TO THE IMPERIAL RIVER AND
 AD7876'THE MARK.  THE MARK BEARS 16 FEET SOUTH OF THE RIVERS EDGE, 11.4 FEET
 AD7876'SOUTH OF A SMALL PINE TREE, 43.8 FEET WEST OF A LARGE PINE TREE, 78
 AD7876'FEET EAST OF AN OLD DOCK, AND 0.8 FOOT SOUTH OF A WITNESS POST.
 AD7876
 AD7876                          STATION RECOVERY (1998)
 AD7876
 AD7876'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7877 ***********************************************************************
 AD7877  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7877  DESIGNATION -  872 5269 B TIDAL
 AD7877  PID         -  AD7877
 AD7877  STATE/COUNTY-  FL/LEE
 AD7877  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7877
 AD7877                         *CURRENT SURVEY CONTROL
 AD7877  ___________________________________________________________________
 AD7877* NAD 83(1986)-  26 20 06.     (N)    081 49 51.     (W)     SCALED    
 AD7877* NAVD 88     -         0.771  (meters)       2.53   (feet)  POSTED    
 AD7877  ___________________________________________________________________
 AD7877  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AD7877  DYNAMIC HT  -           0.770 (meters)       2.53  (feet)  COMP
 AD7877  MODELED GRAV-     979,052.8   (mgal)                       NAVD 88
 AD7877
 AD7877  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7877
 AD7877.The horizontal coordinates were scaled from a topographic map and have
 AD7877.an estimated accuracy of +/- 6 seconds.
 AD7877
 AD7877.The orthometric height was determined by differential leveling
 AD7877.and adjusted by the National Geodetic Survey in 1992..
 AD7877.No vertical observational check was made to the station.
 AD7877.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7877.was located on a no-check spur therefore a value was not computed.
 AD7877
 AD7877.This Tidal Bench Mark is designated as VM 7861
 AD7877.by the Center for Operational Oceanographic Products and Services.
 AD7877
 AD7877.The geoid height was determined by GEOID03.
 AD7877
 AD7877.The dynamic height is computed by dividing the NAVD 88
 AD7877.geopotential number by the normal gravity value computed on the
 AD7877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7877.degrees latitude (g = 980.6199 gals.).
 AD7877
 AD7877.The modeled gravity was interpolated from observed gravity values.
 AD7877
 AD7877;                    North         East    Units  Estimated Accuracy
 AD7877;SPC FL W     -   221,740.      216,890.      MT  (+/- 180 meters Scaled)
 AD7877
 AD7877                          SUPERSEDED SURVEY CONTROL
 AD7877
 AD7877  NGVD 29 (09/01/92)    1.138  (m)            3.73   (f) ADJUSTED    2 1
 AD7877
 AD7877.Superseded values are not recommended for survey control.
 AD7877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7877.See file dsdata.txt to determine how the superseded data were derived.
 AD7877
 AD7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK170130(NAD 83)
 AD7877_MARKER: DJ = TIDAL STATION DISK
 AD7877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7877_SP_SET: CONCRETE POST
 AD7877_STAMPING: 5269 B 1978
 AD7877_MARK LOGO: NOS   
 AD7877_PROJECTION: RECESSED 25 CENTIMETERS
 AD7877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7877+STABILITY: SURFACE MOTION
 AD7877
 AD7877  HISTORY     - Date     Condition        Report By
 AD7877  HISTORY     - 1978     MONUMENTED       NOS
 AD7877  HISTORY     - 1984     GOOD             FLDNR
 AD7877  HISTORY     - 19980404 GOOD             USPSQD
 AD7877
 AD7877                          STATION DESCRIPTION
 AD7877
 AD7877'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7877'1.9 MI WEST FROM BONITA SPRINGS.
 AD7877'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7877'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7877'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7877'ROAD, GO 0.2 MILE WEST ON TARPON ROAD TO THE MARK.  THE MARK BEARS 53
 AD7877'FEET NORTH OF THE CENTERLINE OF TARPON ROAD, 33 FEET EAST OF THE
 AD7877'CENTERLINE OF THE ENTRANCE DRIVE TO RIVERWOOD ESTATES, 9.8 FEET
 AD7877'SOUTHEAST OF THE RIVERWOOD ESTATES SIGN, 2.3 FEET SOUTH OF A CHAIN
 AD7877'LINK FENCE, AND 2 FEET SOUTH OF A WITNESS POST.
 AD7877
 AD7877                          STATION RECOVERY (1998)
 AD7877
 AD7877'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7878 ***********************************************************************
 AD7878  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7878  DESIGNATION -  872 5269 D TIDAL
 AD7878  PID         -  AD7878
 AD7878  STATE/COUNTY-  FL/LEE
 AD7878  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7878
 AD7878                         *CURRENT SURVEY CONTROL
 AD7878  ___________________________________________________________________
 AD7878* NAD 83(1986)-  26 20 06.     (N)    081 49 43.     (W)     SCALED    
 AD7878* NAVD 88     -         0.591  (meters)       1.94   (feet)  POSTED    
 AD7878  ___________________________________________________________________
 AD7878  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7878  DYNAMIC HT  -           0.590 (meters)       1.94  (feet)  COMP
 AD7878  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 AD7878
 AD7878  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7878
 AD7878.The horizontal coordinates were scaled from a topographic map and have
 AD7878.an estimated accuracy of +/- 6 seconds.
 AD7878
 AD7878.The orthometric height was determined by differential leveling
 AD7878.and adjusted by the National Geodetic Survey in 1992..
 AD7878.No vertical observational check was made to the station.
 AD7878.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7878.was located on a no-check spur therefore a value was not computed.
 AD7878
 AD7878.This Tidal Bench Mark is designated as VM 7863
 AD7878.by the Center for Operational Oceanographic Products and Services.
 AD7878
 AD7878.The geoid height was determined by GEOID03.
 AD7878
 AD7878.The dynamic height is computed by dividing the NAVD 88
 AD7878.geopotential number by the normal gravity value computed on the
 AD7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7878.degrees latitude (g = 980.6199 gals.).
 AD7878
 AD7878.The modeled gravity was interpolated from observed gravity values.
 AD7878
 AD7878;                    North         East    Units  Estimated Accuracy
 AD7878;SPC FL W     -   221,740.      217,110.      MT  (+/- 180 meters Scaled)
 AD7878
 AD7878                          SUPERSEDED SURVEY CONTROL
 AD7878
 AD7878  NGVD 29 (09/01/92)    0.958  (m)            3.14   (f) ADJUSTED    2 1
 AD7878
 AD7878.Superseded values are not recommended for survey control.
 AD7878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7878.See file dsdata.txt to determine how the superseded data were derived.
 AD7878
 AD7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK173130(NAD 83)
 AD7878_MARKER: DJ = TIDAL STATION DISK
 AD7878_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7878_SP_SET: GALVANIZED STEEL ROD
 AD7878_STAMPING: 5269 D 1978
 AD7878_MARK LOGO: NOS   
 AD7878_PROJECTION: RECESSED 5 CENTIMETERS
 AD7878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7878_ROD/PIPE-DEPTH: 9.75 meters
 AD7878
 AD7878  HISTORY     - Date     Condition        Report By
 AD7878  HISTORY     - 1978     MONUMENTED       NOS
 AD7878  HISTORY     - 1984     GOOD             FLDNR
 AD7878  HISTORY     - 19980404 GOOD             USPSQD
 AD7878
 AD7878                          STATION DESCRIPTION
 AD7878
 AD7878'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7878'1.8 MI WEST FROM BONITA SPRINGS.
 AD7878'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7878'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7878'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7878'ROAD, GO 0.1 MILE WEST ON TARPON ROAD TO THE MARK.  THE MARK BEARS 42
 AD7878'FEET NORTH OF THE CENTERLINE OF TARPON ROAD, 60.5 FEET SOUTHEAST OF
 AD7878'THE SOUTHEAST CORNER OF THE BORRUSO HOUSE (RURAL BOX 644), AND 0.8
 AD7878'FOOT SOUTH OF A CABLE TV POLE.
 AD7878
 AD7878                          STATION RECOVERY (1998)
 AD7878
 AD7878'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7879 ***********************************************************************
 AD7879  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7879  DESIGNATION -  872 5269 E TIDAL
 AD7879  PID         -  AD7879
 AD7879  STATE/COUNTY-  FL/LEE
 AD7879  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7879
 AD7879                         *CURRENT SURVEY CONTROL
 AD7879  ___________________________________________________________________
 AD7879* NAD 83(1986)-  26 20 05.     (N)    081 49 37.     (W)     SCALED    
 AD7879* NAVD 88     -         1.075  (meters)       3.53   (feet)  POSTED    
 AD7879  ___________________________________________________________________
 AD7879  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7879  DYNAMIC HT  -           1.070 (meters)       3.51  (feet)  COMP
 AD7879  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 AD7879
 AD7879  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7879
 AD7879.The horizontal coordinates were scaled from a topographic map and have
 AD7879.an estimated accuracy of +/- 6 seconds.
 AD7879
 AD7879.The orthometric height was determined by differential leveling
 AD7879.and adjusted by the National Geodetic Survey in 1992..
 AD7879.No vertical observational check was made to the station.
 AD7879.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7879.was located on a no-check spur therefore a value was not computed.
 AD7879
 AD7879.This Tidal Bench Mark is designated as VM 7864
 AD7879.by the Center for Operational Oceanographic Products and Services.
 AD7879
 AD7879.The geoid height was determined by GEOID03.
 AD7879
 AD7879.The dynamic height is computed by dividing the NAVD 88
 AD7879.geopotential number by the normal gravity value computed on the
 AD7879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7879.degrees latitude (g = 980.6199 gals.).
 AD7879
 AD7879.The modeled gravity was interpolated from observed gravity values.
 AD7879
 AD7879;                    North         East    Units  Estimated Accuracy
 AD7879;SPC FL W     -   221,710.      217,280.      MT  (+/- 180 meters Scaled)
 AD7879
 AD7879                          SUPERSEDED SURVEY CONTROL
 AD7879
 AD7879  NGVD 29 (09/01/92)    1.442  (m)            4.73   (f) ADJUSTED    2 1
 AD7879
 AD7879.Superseded values are not recommended for survey control.
 AD7879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7879.See file dsdata.txt to determine how the superseded data were derived.
 AD7879
 AD7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK174130(NAD 83)
 AD7879_MARKER: DJ = TIDAL STATION DISK
 AD7879_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7879_SP_SET: GALVANIZED STEEL ROD
 AD7879_STAMPING: 5269 E 1978
 AD7879_MARK LOGO: NOS   
 AD7879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7879
 AD7879  HISTORY     - Date     Condition        Report By
 AD7879  HISTORY     - 1978     MONUMENTED       NOS
 AD7879  HISTORY     - 1984     GOOD             FLDNR
 AD7879  HISTORY     - 19980404 GOOD             USPSQD
 AD7879
 AD7879                          STATION DESCRIPTION
 AD7879
 AD7879'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7879'1.7 MI WEST FROM BONITA SPRINGS.
 AD7879'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7879'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7879'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7879'ROAD AND THE MARK.  THE MARK BEARS 50 FEET SOUTH OF THE CENTERLINE OF
 AD7879'TARPON ROAD, 36 FEET WEST OF THE CENTERLINE OF IMPERIAL SHORES
 AD7879'BOULEVARD, 68.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 AD7879'HOUSE, AND 1.5 FEET NORTHEAST OF POWER POLE 7-6195-3148-02.
 AD7879
 AD7879                          STATION RECOVERY (1998)
 AD7879
 AD7879'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6335 ***********************************************************************
 AD6335  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6335  DESIGNATION -  872 5271 A TIDAL
 AD6335  PID         -  AD6335
 AD6335  STATE/COUNTY-  FL/LEE
 AD6335  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6335
 AD6335                         *CURRENT SURVEY CONTROL
 AD6335  ___________________________________________________________________
 AD6335* NAD 83(1986)-  26 20 35.     (N)    081 46 43.     (W)     SCALED    
 AD6335* NAVD 88     -         0.953  (meters)       3.13   (feet)  ADJUSTED  
 AD6335  ___________________________________________________________________
 AD6335  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AD6335  DYNAMIC HT  -           0.952 (meters)       3.12  (feet)  COMP
 AD6335  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AD6335
 AD6335  VERT ORDER  -  SECOND    CLASS I
 AD6335
 AD6335.The horizontal coordinates were scaled from a topographic map and have
 AD6335.an estimated accuracy of +/- 6 seconds.
 AD6335
 AD6335.The orthometric height was determined by differential leveling
 AD6335.and adjusted by the National Geodetic Survey in June 1991..
 AD6335
 AD6335.This Tidal Bench Mark is designated as VM 7865
 AD6335.by the Center for Operational Oceanographic Products and Services.
 AD6335
 AD6335.The geoid height was determined by GEOID03.
 AD6335
 AD6335.The dynamic height is computed by dividing the NAVD 88
 AD6335.geopotential number by the normal gravity value computed on the
 AD6335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6335.degrees latitude (g = 980.6199 gals.).
 AD6335
 AD6335.The modeled gravity was interpolated from observed gravity values.
 AD6335
 AD6335;                    North         East    Units  Estimated Accuracy
 AD6335;SPC FL W     -   222,640.      222,100.      MT  (+/- 180 meters Scaled)
 AD6335
 AD6335                          SUPERSEDED SURVEY CONTROL
 AD6335
 AD6335  NGVD 29 (09/01/92)    1.322  (m)            4.34   (f) ADJUSTED    2 1
 AD6335
 AD6335.Superseded values are not recommended for survey control.
 AD6335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6335.See file dsdata.txt to determine how the superseded data were derived.
 AD6335
 AD6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK223139(NAD 83)
 AD6335_MARKER: DJ = TIDAL STATION DISK
 AD6335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6335_SP_SET: CONCRETE SEAWALL
 AD6335_STAMPING: 5271 A 1978
 AD6335_MARK LOGO: NOS   
 AD6335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6335+STABILITY: SURFACE MOTION
 AD6335
 AD6335  HISTORY     - Date     Condition        Report By
 AD6335  HISTORY     - 1978     MONUMENTED       NOS
 AD6335  HISTORY     - 1984     GOOD             FLDNR
 AD6335  HISTORY     - 1990     GOOD             USPSQD
 AD6335  HISTORY     - 19980105 GOOD             USPSQD
 AD6335
 AD6335                          STATION DESCRIPTION
 AD6335
 AD6335'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6335'IN BONITA SPRINGS.
 AD6335'THE MARK IS NEAR THE OLD U.S. HIGHWAY 41 BRIDGE OVER THE IMPERIAL
 AD6335'RIVER, 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, SET IN
 AD6335'THE CONCRETE SEAWALL NEAR THE SOUTHWEST CORNER OF THE BAMBOO MOBILE
 AD6335'HOME VILLAGE.
 AD6335
 AD6335                          STATION RECOVERY (1990)
 AD6335
 AD6335'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6335'RECOVERED IN GOOD CONDITION.
 AD6335
 AD6335                          STATION RECOVERY (1998)
 AD6335
 AD6335'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6334 ***********************************************************************
 AD6334  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6334  DESIGNATION -  872 5271 B TIDAL
 AD6334  PID         -  AD6334
 AD6334  STATE/COUNTY-  FL/LEE
 AD6334  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6334
 AD6334                         *CURRENT SURVEY CONTROL
 AD6334  ___________________________________________________________________
 AD6334* NAD 83(1986)-  26 20 36.     (N)    081 46 44.     (W)     SCALED    
 AD6334* NAVD 88     -         2.153  (meters)       7.06   (feet)  ADJUSTED  
 AD6334  ___________________________________________________________________
 AD6334  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AD6334  DYNAMIC HT  -           2.149 (meters)       7.05  (feet)  COMP
 AD6334  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AD6334
 AD6334  VERT ORDER  -  SECOND    CLASS I
 AD6334
 AD6334.The horizontal coordinates were scaled from a topographic map and have
 AD6334.an estimated accuracy of +/- 6 seconds.
 AD6334
 AD6334.The orthometric height was determined by differential leveling
 AD6334.and adjusted by the National Geodetic Survey in June 1991..
 AD6334
 AD6334.This Tidal Bench Mark is designated as VM 7866
 AD6334.by the Center for Operational Oceanographic Products and Services.
 AD6334
 AD6334.The geoid height was determined by GEOID03.
 AD6334
 AD6334.The dynamic height is computed by dividing the NAVD 88
 AD6334.geopotential number by the normal gravity value computed on the
 AD6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6334.degrees latitude (g = 980.6199 gals.).
 AD6334
 AD6334.The modeled gravity was interpolated from observed gravity values.
 AD6334
 AD6334;                    North         East    Units  Estimated Accuracy
 AD6334;SPC FL W     -   222,670.      222,070.      MT  (+/- 180 meters Scaled)
 AD6334
 AD6334                          SUPERSEDED SURVEY CONTROL
 AD6334
 AD6334  NGVD 29 (09/01/92)    2.521  (m)            8.27   (f) ADJUSTED    2 1
 AD6334
 AD6334.Superseded values are not recommended for survey control.
 AD6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6334.See file dsdata.txt to determine how the superseded data were derived.
 AD6334
 AD6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK222139(NAD 83)
 AD6334_MARKER: DJ = TIDAL STATION DISK
 AD6334_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD6334+WITH SETTING: PAVEMENT
 AD6334_SP_SET: CONCRETE STEP
 AD6334_STAMPING: 5271 B 1978
 AD6334_MARK LOGO: NOS   
 AD6334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6334+STABILITY: SURFACE MOTION
 AD6334
 AD6334  HISTORY     - Date     Condition        Report By
 AD6334  HISTORY     - 1978     MONUMENTED       NOS
 AD6334  HISTORY     - 1984     GOOD             FLDNR
 AD6334  HISTORY     - 1990     GOOD             USPSQD
 AD6334  HISTORY     - 19980105 GOOD             USPSQD
 AD6334
 AD6334                          STATION DESCRIPTION
 AD6334
 AD6334'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6334'IN BONITA SPRINGS.
 AD6334'THE MARK IS SET IN THE STEPS AT THE ENTRANCE TO THE EVERGLADES WONDER
 AD6334'GARDENS, 210 FEET NORTH OF THE NORTH END OF THE OLD U.S. HIGHWAY 41
 AD6334'BRIDGE OVER THE IMPERIAL RIVER, 67 FEET WEST OF THE CENTERLINE OF OLD
 AD6334'U.S. 41, AND 13 FEET SOUTHEAST OF THE ENTRANCE DOOR.
 AD6334
 AD6334                          STATION RECOVERY (1990)
 AD6334
 AD6334'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6334'RECOVERED IN GOOD CONDITION.
 AD6334
 AD6334                          STATION RECOVERY (1998)
 AD6334
 AD6334'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6332 ***********************************************************************
 AD6332  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6332  DESIGNATION -  872 5271 C TIDAL
 AD6332  PID         -  AD6332
 AD6332  STATE/COUNTY-  FL/LEE
 AD6332  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6332
 AD6332                         *CURRENT SURVEY CONTROL
 AD6332  ___________________________________________________________________
 AD6332* NAD 83(1986)-  26 20 38.     (N)    081 46 44.     (W)     SCALED    
 AD6332* NAVD 88     -         2.055  (meters)       6.74   (feet)  ADJUSTED  
 AD6332  ___________________________________________________________________
 AD6332  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AD6332  DYNAMIC HT  -           2.052 (meters)       6.73  (feet)  COMP
 AD6332  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AD6332
 AD6332  VERT ORDER  -  SECOND    CLASS I
 AD6332
 AD6332.The horizontal coordinates were scaled from a topographic map and have
 AD6332.an estimated accuracy of +/- 6 seconds.
 AD6332
 AD6332.The orthometric height was determined by differential leveling
 AD6332.and adjusted by the National Geodetic Survey in June 1991..
 AD6332
 AD6332.This Tidal Bench Mark is designated as VM 7867
 AD6332.by the Center for Operational Oceanographic Products and Services.
 AD6332
 AD6332.The geoid height was determined by GEOID03.
 AD6332
 AD6332.The dynamic height is computed by dividing the NAVD 88
 AD6332.geopotential number by the normal gravity value computed on the
 AD6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6332.degrees latitude (g = 980.6199 gals.).
 AD6332
 AD6332.The modeled gravity was interpolated from observed gravity values.
 AD6332
 AD6332;                    North         East    Units  Estimated Accuracy
 AD6332;SPC FL W     -   222,730.      222,070.      MT  (+/- 180 meters Scaled)
 AD6332
 AD6332                          SUPERSEDED SURVEY CONTROL
 AD6332
 AD6332  NGVD 29 (09/01/92)    2.424  (m)            7.95   (f) ADJUSTED    2 1
 AD6332
 AD6332.Superseded values are not recommended for survey control.
 AD6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6332.See file dsdata.txt to determine how the superseded data were derived.
 AD6332
 AD6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK222140(NAD 83)
 AD6332_MARKER: DJ = TIDAL STATION DISK
 AD6332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6332_SP_SET: CONCRETE POST
 AD6332_STAMPING: 5271 C 1978
 AD6332_MARK LOGO: NOS   
 AD6332_PROJECTION: RECESSED 3 CENTIMETERS
 AD6332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6332+STABILITY: SURFACE MOTION
 AD6332
 AD6332  HISTORY     - Date     Condition        Report By
 AD6332  HISTORY     - 1978     MONUMENTED       NOS
 AD6332  HISTORY     - 1984     GOOD             FLDNR
 AD6332  HISTORY     - 1990     GOOD             USPSQD
 AD6332  HISTORY     - 19980105 MARK NOT FOUND   USPSQD
 AD6332
 AD6332                          STATION DESCRIPTION
 AD6332
 AD6332'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6332'IN BONITA SPRINGS.
 AD6332'THE MARK IS ON THE PROPERTY OF THE PITTMAN FUNERAL HOME, 31 FEET
 AD6332'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE FUNERAL HOME, 460 FEET
 AD6332'NORTH OF THE NORTH END OF THE OLD U.S. HIGHWAY 41 BRIDGE OVER THE
 AD6332'IMPERIAL RIVER, 35 FEET EAST OF THE CENTERLINE OF OLD U.S. 41, AND 3.5
 AD6332'FEET NORTHEAST OF A TELEPHONE POLE.
 AD6332
 AD6332                          STATION RECOVERY (1990)
 AD6332
 AD6332'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6332'RECOVERED IN GOOD CONDITION.
 AD6332
 AD6332                          STATION RECOVERY (1998)
 AD6332
 AD6332'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6333 ***********************************************************************
 AD6333  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6333  DESIGNATION -  872 5271 D TIDAL
 AD6333  PID         -  AD6333
 AD6333  STATE/COUNTY-  FL/LEE
 AD6333  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6333
 AD6333                         *CURRENT SURVEY CONTROL
 AD6333  ___________________________________________________________________
 AD6333* NAD 83(1986)-  26 20 42.     (N)    081 46 44.     (W)     SCALED    
 AD6333* NAVD 88     -         2.376  (meters)       7.80   (feet)  ADJUSTED  
 AD6333  ___________________________________________________________________
 AD6333  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AD6333  DYNAMIC HT  -           2.373 (meters)       7.79  (feet)  COMP
 AD6333  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 AD6333
 AD6333  VERT ORDER  -  SECOND    CLASS I
 AD6333
 AD6333.The horizontal coordinates were scaled from a topographic map and have
 AD6333.an estimated accuracy of +/- 6 seconds.
 AD6333
 AD6333.The orthometric height was determined by differential leveling
 AD6333.and adjusted by the National Geodetic Survey in June 1991..
 AD6333
 AD6333.This Tidal Bench Mark is designated as VM 7868
 AD6333.by the Center for Operational Oceanographic Products and Services.
 AD6333
 AD6333.The geoid height was determined by GEOID03.
 AD6333
 AD6333.The dynamic height is computed by dividing the NAVD 88
 AD6333.geopotential number by the normal gravity value computed on the
 AD6333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6333.degrees latitude (g = 980.6199 gals.).
 AD6333
 AD6333.The modeled gravity was interpolated from observed gravity values.
 AD6333
 AD6333;                    North         East    Units  Estimated Accuracy
 AD6333;SPC FL W     -   222,850.      222,070.      MT  (+/- 180 meters Scaled)
 AD6333
 AD6333                          SUPERSEDED SURVEY CONTROL
 AD6333
 AD6333  NGVD 29 (09/01/92)    2.745  (m)            9.01   (f) ADJUSTED    2 1
 AD6333
 AD6333.Superseded values are not recommended for survey control.
 AD6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6333.See file dsdata.txt to determine how the superseded data were derived.
 AD6333
 AD6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK222141(NAD 83)
 AD6333_MARKER: DJ = TIDAL STATION DISK
 AD6333_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD6333+WITH SETTING: PAVEMENT
 AD6333_SP_SET: CONCRETE STEP
 AD6333_STAMPING: 5271 D 1978
 AD6333_MARK LOGO: NOS   
 AD6333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6333+STABILITY: SURFACE MOTION
 AD6333
 AD6333  HISTORY     - Date     Condition        Report By
 AD6333  HISTORY     - 1978     MONUMENTED       NOS
 AD6333  HISTORY     - 1984     GOOD             FLDNR
 AD6333  HISTORY     - 1990     GOOD             USPSQD
 AD6333  HISTORY     - 19980105 GOOD             USPSQD
 AD6333
 AD6333                          STATION DESCRIPTION
 AD6333
 AD6333'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6333'IN BONITA SPRINGS.
 AD6333'THE MARK IS SET IN THE TOP OF THE FIRST STEP TO THE BONITA SPRINGS
 AD6333'SHOE STORE AND GREYHOUND BUS STATION, 760 FEET NORTH OF THE NORTH END
 AD6333'OF THE OLD U.S. HIGHWAY 41 BRIDGE OVER THE IMPERIAL RIVER, AND 60 FEET
 AD6333'WEST OF THE CENTERLINE OF OLD U.S. 41.
 AD6333
 AD6333                          STATION RECOVERY (1990)
 AD6333
 AD6333'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6333'RECOVERED IN GOOD CONDITION.
 AD6333
 AD6333                          STATION RECOVERY (1998)
 AD6333
 AD6333'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7885 ***********************************************************************
 AD7885  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7885  DESIGNATION -  872 5272 A TIDAL
 AD7885  PID         -  AD7885
 AD7885  STATE/COUNTY-  FL/LEE
 AD7885  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7885
 AD7885                         *CURRENT SURVEY CONTROL
 AD7885  ___________________________________________________________________
 AD7885* NAD 83(1986)-  26 20 07.     (N)    081 50 43.     (W)     SCALED    
 AD7885* NAVD 88     -         1.079  (meters)       3.54   (feet)  POSTED    
 AD7885  ___________________________________________________________________
 AD7885  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7885  DYNAMIC HT  -           1.080 (meters)       3.54  (feet)  COMP
 AD7885  MODELED GRAV-     979,053.4   (mgal)                       NAVD 88
 AD7885
 AD7885  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7885
 AD7885.The horizontal coordinates were scaled from a topographic map and have
 AD7885.an estimated accuracy of +/- 6 seconds.
 AD7885
 AD7885.The orthometric height was determined by differential leveling
 AD7885.and adjusted by the National Geodetic Survey in 1992..
 AD7885.No vertical observational check was made to the station.
 AD7885.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7885.was located on a no-check spur therefore a value was not computed.
 AD7885
 AD7885.This Tidal Bench Mark is designated as VM 7870
 AD7885.by the Center for Operational Oceanographic Products and Services.
 AD7885
 AD7885.The geoid height was determined by GEOID03.
 AD7885
 AD7885.The dynamic height is computed by dividing the NAVD 88
 AD7885.geopotential number by the normal gravity value computed on the
 AD7885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7885.degrees latitude (g = 980.6199 gals.).
 AD7885
 AD7885.The modeled gravity was interpolated from observed gravity values.
 AD7885
 AD7885;                    North         East    Units  Estimated Accuracy
 AD7885;SPC FL W     -   221,770.      215,450.      MT  (+/- 180 meters Scaled)
 AD7885
 AD7885                          SUPERSEDED SURVEY CONTROL
 AD7885
 AD7885  NGVD 29 (09/01/92)    1.437  (m)            4.71   (f) ADJUSTED    2 1
 AD7885
 AD7885.Superseded values are not recommended for survey control.
 AD7885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7885.See file dsdata.txt to determine how the superseded data were derived.
 AD7885
 AD7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK156130(NAD 83)
 AD7885_MARKER: DJ = TIDAL STATION DISK
 AD7885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7885_SP_SET: CONCRETE POST
 AD7885_STAMPING: 5272 A 1978
 AD7885_MARK LOGO: NOS   
 AD7885_PROJECTION: FLUSH
 AD7885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7885+STABILITY: SURFACE MOTION
 AD7885
 AD7885  HISTORY     - Date     Condition        Report By
 AD7885  HISTORY     - 1978     MONUMENTED       NOS
 AD7885  HISTORY     - 1984     GOOD             FLDNR
 AD7885  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7885
 AD7885                          STATION DESCRIPTION
 AD7885
 AD7885'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7885'3 MI WEST FROM BONITA SPRINGS.
 AD7885'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7885'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7885'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE POINT
 AD7885'WHERE THE ROAD TURNS NORTH, GO 0.25 MILE NORTH ON FORRESTER ROAD TO
 AD7885'HOUSE NUMBER 27312 AND THE MARK.  THE MARK BEARS 4.5 FEET EAST OF THE
 AD7885'NORTHEAST CORNER OF THE FENCE AROUND THE HOUSE, 7.1 FEET WEST OF A
 AD7885'LARGE NORFOLK PINE TREE, 1 FOOT SOUTH OF THE NORTH PROPERTY BOUNDARY,
 AD7885'AND 28 FEET WEST OF A CANAL.
 AD7885
 AD7885                          STATION RECOVERY (1998)
 AD7885
 AD7885'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7884 ***********************************************************************
 AD7884  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7884  DESIGNATION -  872 5272 B TIDAL
 AD7884  PID         -  AD7884
 AD7884  STATE/COUNTY-  FL/LEE
 AD7884  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7884
 AD7884                         *CURRENT SURVEY CONTROL
 AD7884  ___________________________________________________________________
 AD7884* NAD 83(1986)-  26 20 07.     (N)    081 50 44.     (W)     SCALED    
 AD7884* NAVD 88     -         0.609  (meters)       2.00   (feet)  POSTED    
 AD7884  ___________________________________________________________________
 AD7884  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7884  DYNAMIC HT  -           0.610 (meters)       2.00  (feet)  COMP
 AD7884  MODELED GRAV-     979,053.4   (mgal)                       NAVD 88
 AD7884
 AD7884  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7884
 AD7884.The horizontal coordinates were scaled from a topographic map and have
 AD7884.an estimated accuracy of +/- 6 seconds.
 AD7884
 AD7884.The orthometric height was determined by differential leveling
 AD7884.and adjusted by the National Geodetic Survey in 1992..
 AD7884.No vertical observational check was made to the station.
 AD7884.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7884.was located on a no-check spur therefore a value was not computed.
 AD7884
 AD7884.This Tidal Bench Mark is designated as VM 7871
 AD7884.by the Center for Operational Oceanographic Products and Services.
 AD7884
 AD7884.The geoid height was determined by GEOID03.
 AD7884
 AD7884.The dynamic height is computed by dividing the NAVD 88
 AD7884.geopotential number by the normal gravity value computed on the
 AD7884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7884.degrees latitude (g = 980.6199 gals.).
 AD7884
 AD7884.The modeled gravity was interpolated from observed gravity values.
 AD7884
 AD7884;                    North         East    Units  Estimated Accuracy
 AD7884;SPC FL W     -   221,770.      215,420.      MT  (+/- 180 meters Scaled)
 AD7884
 AD7884                          SUPERSEDED SURVEY CONTROL
 AD7884
 AD7884  NGVD 29 (09/01/92)    0.967  (m)            3.17   (f) ADJUSTED    2 1
 AD7884
 AD7884.Superseded values are not recommended for survey control.
 AD7884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7884.See file dsdata.txt to determine how the superseded data were derived.
 AD7884
 AD7884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK156130(NAD 83)
 AD7884_MARKER: DJ = TIDAL STATION DISK
 AD7884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7884_SP_SET: CONCRETE POST
 AD7884_STAMPING: 5272 B 1978
 AD7884_MARK LOGO: NOS   
 AD7884_PROJECTION: RECESSED 15 CENTIMETERS
 AD7884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7884+STABILITY: SURFACE MOTION
 AD7884
 AD7884  HISTORY     - Date     Condition        Report By
 AD7884  HISTORY     - 1978     MONUMENTED       NOS
 AD7884  HISTORY     - 1984     GOOD             FLDNR
 AD7884  HISTORY     - 19980404 GOOD             USPSQD
 AD7884
 AD7884                          STATION DESCRIPTION
 AD7884
 AD7884'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7884'3 MI WEST FROM BONITA SPRINGS.
 AD7884'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7884'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7884'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE POINT
 AD7884'WHERE THE ROAD TURNS NORTH, GO 0.25 MILE NORTH ON FORRESTER ROAD TO
 AD7884'HOUSE 27312 AND THE MARK.  THE MARK BEARS 2 FEET SOUTH OF THE NORTH
 AD7884'BOUNDARY LINE, 16 FEET EAST OF THE CENTERLINE OF THE ROAD, 36 FEET
 AD7884'NORTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 254 FEET NORTH
 AD7884'OF TIDAL BENCH MARK 5272 C 1978, AND 0.8 FOOT WEST OF A WITNESS POST.
 AD7884
 AD7884                          STATION RECOVERY (1998)
 AD7884
 AD7884'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7883 ***********************************************************************
 AD7883  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7883  DESIGNATION -  872 5272 C TIDAL
 AD7883  PID         -  AD7883
 AD7883  STATE/COUNTY-  FL/LEE
 AD7883  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7883
 AD7883                         *CURRENT SURVEY CONTROL
 AD7883  ___________________________________________________________________
 AD7883* NAD 83(1986)-  26 20 04.     (N)    081 50 44.     (W)     SCALED    
 AD7883* NAVD 88     -         1.033  (meters)       3.39   (feet)  POSTED    
 AD7883  ___________________________________________________________________
 AD7883  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7883  DYNAMIC HT  -           1.030 (meters)       3.38  (feet)  COMP
 AD7883  MODELED GRAV-     979,053.4   (mgal)                       NAVD 88
 AD7883
 AD7883  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7883
 AD7883.The horizontal coordinates were scaled from a topographic map and have
 AD7883.an estimated accuracy of +/- 6 seconds.
 AD7883
 AD7883.The orthometric height was determined by differential leveling
 AD7883.and adjusted by the National Geodetic Survey in 1992..
 AD7883.No vertical observational check was made to the station.
 AD7883.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7883.was located on a no-check spur therefore a value was not computed.
 AD7883
 AD7883.This Tidal Bench Mark is designated as VM 7872
 AD7883.by the Center for Operational Oceanographic Products and Services.
 AD7883
 AD7883.The geoid height was determined by GEOID03.
 AD7883
 AD7883.The dynamic height is computed by dividing the NAVD 88
 AD7883.geopotential number by the normal gravity value computed on the
 AD7883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7883.degrees latitude (g = 980.6199 gals.).
 AD7883
 AD7883.The modeled gravity was interpolated from observed gravity values.
 AD7883
 AD7883;                    North         East    Units  Estimated Accuracy
 AD7883;SPC FL W     -   221,680.      215,420.      MT  (+/- 180 meters Scaled)
 AD7883
 AD7883                          SUPERSEDED SURVEY CONTROL
 AD7883
 AD7883  NGVD 29 (09/01/92)    1.391  (m)            4.56   (f) ADJUSTED    2 1
 AD7883
 AD7883.Superseded values are not recommended for survey control.
 AD7883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7883.See file dsdata.txt to determine how the superseded data were derived.
 AD7883
 AD7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK156129(NAD 83)
 AD7883_MARKER: DJ = TIDAL STATION DISK
 AD7883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7883_SP_SET: CONCRETE POST
 AD7883_STAMPING: 5272 C 1978
 AD7883_MARK LOGO: NOS   
 AD7883_PROJECTION: FLUSH
 AD7883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7883+STABILITY: SURFACE MOTION
 AD7883
 AD7883  HISTORY     - Date     Condition        Report By
 AD7883  HISTORY     - 1978     MONUMENTED       NOS
 AD7883  HISTORY     - 1984     GOOD             FLDNR
 AD7883  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7883
 AD7883                          STATION DESCRIPTION
 AD7883
 AD7883'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7883'2.95 MI WEST FROM BONITA SPRINGS.
 AD7883'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7883'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7883'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE POINT
 AD7883'WHERE THE ROAD TURNS NORTH, GO 0.2 MILE NORTH ON FORRESTER ROAD TO
 AD7883'THE MARK.  THE MARK BEARS 24.7 FEET WEST OF THE CENTERLINE OF THE
 AD7883'ROAD 3.5 FEET WEST OF A TELEPHONE POLE WITH A WITNESS SIGN ATTACHED,
 AD7883'AND 254 FEET SOUTH OF TIDAL BENCH MARK 5272 B 1978.
 AD7883
 AD7883                          STATION RECOVERY (1998)
 AD7883
 AD7883'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7882 ***********************************************************************
 AD7882  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7882  DESIGNATION -  872 5272 D TIDAL
 AD7882  PID         -  AD7882
 AD7882  STATE/COUNTY-  FL/LEE
 AD7882  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7882
 AD7882                         *CURRENT SURVEY CONTROL
 AD7882  ___________________________________________________________________
 AD7882* NAD 83(1986)-  26 19 57.     (N)    081 50 41.     (W)     SCALED    
 AD7882* NAVD 88     -         1.183  (meters)       3.88   (feet)  POSTED    
 AD7882  ___________________________________________________________________
 AD7882  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7882  DYNAMIC HT  -           1.180 (meters)       3.87  (feet)  COMP
 AD7882  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 AD7882
 AD7882  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7882
 AD7882.The horizontal coordinates were scaled from a topographic map and have
 AD7882.an estimated accuracy of +/- 6 seconds.
 AD7882
 AD7882.The orthometric height was determined by differential leveling
 AD7882.and adjusted by the National Geodetic Survey in 1992..
 AD7882.No vertical observational check was made to the station.
 AD7882.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7882.was located on a no-check spur therefore a value was not computed.
 AD7882
 AD7882.This Tidal Bench Mark is designated as VM 7873
 AD7882.by the Center for Operational Oceanographic Products and Services.
 AD7882
 AD7882.The geoid height was determined by GEOID03.
 AD7882
 AD7882.The dynamic height is computed by dividing the NAVD 88
 AD7882.geopotential number by the normal gravity value computed on the
 AD7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7882.degrees latitude (g = 980.6199 gals.).
 AD7882
 AD7882.The modeled gravity was interpolated from observed gravity values.
 AD7882
 AD7882;                    North         East    Units  Estimated Accuracy
 AD7882;SPC FL W     -   221,460.      215,500.      MT  (+/- 180 meters Scaled)
 AD7882
 AD7882                          SUPERSEDED SURVEY CONTROL
 AD7882
 AD7882  NGVD 29 (09/01/92)    1.541  (m)            5.06   (f) ADJUSTED    2 1
 AD7882
 AD7882.Superseded values are not recommended for survey control.
 AD7882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7882.See file dsdata.txt to determine how the superseded data were derived.
 AD7882
 AD7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK157127(NAD 83)
 AD7882_MARKER: DJ = TIDAL STATION DISK
 AD7882_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7882_SP_SET: GALVANIZED STEEL ROD
 AD7882_STAMPING: 5272 D 1978
 AD7882_MARK LOGO: NOS   
 AD7882_PROJECTION: PROJECTING 3 CENTIMETERS
 AD7882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7882_ROD/PIPE-DEPTH: 5.18 meters
 AD7882
 AD7882  HISTORY     - Date     Condition        Report By
 AD7882  HISTORY     - 1978     MONUMENTED       NOS
 AD7882  HISTORY     - 1984     GOOD             FLDNR
 AD7882  HISTORY     - 19980404 POOR             USPSQD
 AD7882
 AD7882                          STATION DESCRIPTION
 AD7882
 AD7882'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7882'2.75 MI WEST FROM BONITA SPRINGS.
 AD7882'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7882'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7882'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE MARK.  THE
 AD7882'MARK BEARS 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 61 FEET
 AD7882'SOUTHWEST OF THE ENTRANCE TO KINGS KEW DEVELOPMENT, AND 2 FEET NORTH
 AD7882'OF POWER POLE 442912.
 AD7882
 AD7882                          STATION RECOVERY (1998)
 AD7882
 AD7882'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7882'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7868 ***********************************************************************
 AD7868  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7868  DESIGNATION -  872 5283 E TIDAL
 AD7868  PID         -  AD7868
 AD7868  STATE/COUNTY-  FL/LEE
 AD7868  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7868
 AD7868                         *CURRENT SURVEY CONTROL
 AD7868  ___________________________________________________________________
 AD7868* NAD 83(1986)-  26 21 37.     (N)    081 51 29.     (W)     SCALED    
 AD7868* NAVD 88     -         3.501  (meters)      11.49   (feet)  POSTED    
 AD7868  ___________________________________________________________________
 AD7868  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7868  DYNAMIC HT  -           3.500 (meters)      11.48  (feet)  COMP
 AD7868  MODELED GRAV-     979,054.7   (mgal)                       NAVD 88
 AD7868
 AD7868  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AD7868
 AD7868.The horizontal coordinates were scaled from a topographic map and have
 AD7868.an estimated accuracy of +/- 6 seconds.
 AD7868
 AD7868.The orthometric height was determined by differential leveling
 AD7868.and adjusted by the National Geodetic Survey in 1992..
 AD7868.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AD7868.rate greater than 8.0 mm/km.
 AD7868
 AD7868.This Tidal Bench Mark is designated as VM 7878
 AD7868.by the Center for Operational Oceanographic Products and Services.
 AD7868
 AD7868.The geoid height was determined by GEOID03.
 AD7868
 AD7868.The dynamic height is computed by dividing the NAVD 88
 AD7868.geopotential number by the normal gravity value computed on the
 AD7868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7868.degrees latitude (g = 980.6199 gals.).
 AD7868
 AD7868.The modeled gravity was interpolated from observed gravity values.
 AD7868
 AD7868;                    North         East    Units  Estimated Accuracy
 AD7868;SPC FL W     -   224,540.      214,170.      MT  (+/- 180 meters Scaled)
 AD7868
 AD7868                          SUPERSEDED SURVEY CONTROL
 AD7868
 AD7868  NGVD 29 (09/01/92)    3.865  (m)           12.68   (f) ADJUSTED    2 1
 AD7868
 AD7868.Superseded values are not recommended for survey control.
 AD7868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7868.See file dsdata.txt to determine how the superseded data were derived.
 AD7868
 AD7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK143158(NAD 83)
 AD7868_MARKER: DB = BENCH MARK DISK
 AD7868_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7868_SP_SET: BRIDGE WALKWAY
 AD7868_STAMPING: 5283 E
 AD7868_MARK LOGO: FLDT  
 AD7868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7868
 AD7868  HISTORY     - Date     Condition        Report By
 AD7868  HISTORY     - UNK      MONUMENTED       FLDT
 AD7868  HISTORY     - 1984     GOOD             FLDNR
 AD7868  HISTORY     - 19980323 GOOD             USPSQD
 AD7868  HISTORY     - 19990222 GOOD             USPSQD
 AD7868
 AD7868                          STATION DESCRIPTION
 AD7868
 AD7868'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7868'IN BONITA BEACH.
 AD7868'THE MARK IS AT THE STATE ROAD 865 BRIDGE OVER BIG HICKORY PASS, AT
 AD7868'THE NORTH END OF BONITA BEACH.  THE MARK IS SET IN THE BRIDGE
 AD7868'WALKWAY, 47 FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 19
 AD7868'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AD7868'NORTHWEST OF THE CONCRETE RAILING.
 AD7868
 AD7868                          STATION RECOVERY (1998)
 AD7868
 AD7868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7868'RECOVERED IN GOOD CONDITION.
 AD7868
 AD7868                          STATION RECOVERY (1999)
 AD7868
 AD7868'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7869 ***********************************************************************
 AD7869  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7869  DESIGNATION -  872 5283 F TIDAL
 AD7869  PID         -  AD7869
 AD7869  STATE/COUNTY-  FL/LEE
 AD7869  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7869
 AD7869                         *CURRENT SURVEY CONTROL
 AD7869  ___________________________________________________________________
 AD7869* NAD 83(1986)-  26 21 37.     (N)    081 51 29.     (W)     SCALED    
 AD7869* NAVD 88     -         4.465  (meters)      14.65   (feet)  POSTED    
 AD7869  ___________________________________________________________________
 AD7869  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7869  DYNAMIC HT  -           4.460 (meters)      14.63  (feet)  COMP
 AD7869  MODELED GRAV-     979,054.7   (mgal)                       NAVD 88
 AD7869
 AD7869  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AD7869
 AD7869.The horizontal coordinates were scaled from a topographic map and have
 AD7869.an estimated accuracy of +/- 6 seconds.
 AD7869
 AD7869.The orthometric height was determined by differential leveling
 AD7869.and adjusted by the National Geodetic Survey in 1992..
 AD7869.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AD7869.rate greater than 8.0 mm/km.
 AD7869
 AD7869.This Tidal Bench Mark is designated as VM 7879
 AD7869.by the Center for Operational Oceanographic Products and Services.
 AD7869
 AD7869.The geoid height was determined by GEOID03.
 AD7869
 AD7869.The dynamic height is computed by dividing the NAVD 88
 AD7869.geopotential number by the normal gravity value computed on the
 AD7869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7869.degrees latitude (g = 980.6199 gals.).
 AD7869
 AD7869.The modeled gravity was interpolated from observed gravity values.
 AD7869
 AD7869;                    North         East    Units  Estimated Accuracy
 AD7869;SPC FL W     -   224,540.      214,170.      MT  (+/- 180 meters Scaled)
 AD7869
 AD7869                          SUPERSEDED SURVEY CONTROL
 AD7869
 AD7869  NGVD 29 (09/01/92)    4.829  (m)           15.84   (f) ADJUSTED    2 1
 AD7869
 AD7869.Superseded values are not recommended for survey control.
 AD7869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7869.See file dsdata.txt to determine how the superseded data were derived.
 AD7869
 AD7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK143158(NAD 83)
 AD7869_MARKER: DB = BENCH MARK DISK
 AD7869_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7869_SP_SET: BRIDGE WALKWAY
 AD7869_STAMPING: 5283 F
 AD7869_MARK LOGO: FLDT  
 AD7869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7869
 AD7869  HISTORY     - Date     Condition        Report By
 AD7869  HISTORY     - UNK      MONUMENTED       FLDT
 AD7869  HISTORY     - 1984     GOOD             FLDNR
 AD7869  HISTORY     - 19980323 GOOD             USPSQD
 AD7869  HISTORY     - 19990222 GOOD             USPSQD
 AD7869
 AD7869                          STATION DESCRIPTION
 AD7869
 AD7869'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7869'IN BONITA BEACH.
 AD7869'THE MARK IS AT THE STATE ROAD 865 BRIDGE OVER BIG HICKORY PASS, AT
 AD7869'THE NORTH END OF BONITA BEACH.  THE MARK IS SET IN THE BRIDGE
 AD7869'WALKWAY, 150 FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 19
 AD7869'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AD7869'SOUTHEAST OF THE CONCRETE RAILING.
 AD7869
 AD7869                          STATION RECOVERY (1998)
 AD7869
 AD7869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7869'RECOVERED IN GOOD CONDITION.
 AD7869
 AD7869                          STATION RECOVERY (1999)
 AD7869
 AD7869'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1310 ***********************************************************************
 AD1310  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1310  DESIGNATION -  872 5283 TIDAL 3
 AD1310  PID         -  AD1310
 AD1310  STATE/COUNTY-  FL/LEE
 AD1310  USGS QUAD   -  BONITA SPRINGS (1987)
 AD1310
 AD1310                         *CURRENT SURVEY CONTROL
 AD1310  ___________________________________________________________________
 AD1310* NAD 83(1999)-  26 21 32.71269(N)    081 51 29.26816(W)     ADJUSTED  
 AD1310* NAVD 88     -         0.928  (meters)       3.04   (feet)  ADJUSTED  
 AD1310  ___________________________________________________________________
 AD1310  X           -     809,916.106 (meters)                     COMP
 AD1310  Y           -  -5,661,107.519 (meters)                     COMP
 AD1310  Z           -   2,814,754.052 (meters)                     COMP
 AD1310  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AD1310  ELLIP HEIGHT-         -22.94  (meters)          (05/20/05) GPS OBS
 AD1310  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD1310  DYNAMIC HT  -           0.926 (meters)       3.04  (feet)  COMP
 AD1310  MODELED GRAV-     979,054.6   (mgal)                       NAVD 88
 AD1310
 AD1310  HORZ ORDER  -  FIRST
 AD1310  VERT ORDER  -  FIRST     CLASS I
 AD1310  ELLP ORDER  -  THIRD     CLASS I
 AD1310
 AD1310.The horizontal coordinates were established by GPS observations
 AD1310.and adjusted by the FL DEPT OF ENV PRO in May 2005..
 AD1310
 AD1310.The orthometric height was determined by differential leveling
 AD1310.and adjusted by the National Geodetic Survey in June 1991..
 AD1310
 AD1310.This Tidal Bench Mark is designated as VM 7875
 AD1310.by the Center for Operational Oceanographic Products and Services.
 AD1310
 AD1310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD1310
 AD1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD1310
 AD1310.The ellipsoidal height was determined by GPS observations
 AD1310.and is referenced to NAD 83.
 AD1310
 AD1310.The geoid height was determined by GEOID03.
 AD1310
 AD1310.The dynamic height is computed by dividing the NAVD 88
 AD1310.geopotential number by the normal gravity value computed on the
 AD1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1310.degrees latitude (g = 980.6199 gals.).
 AD1310
 AD1310.The modeled gravity was interpolated from observed gravity values.
 AD1310
 AD1310;                    North         East     Units Scale Factor Converg.
 AD1310;SPC FL W     -   224,403.793   214,159.411   MT  0.99994365   +0 03 46.8
 AD1310;SPC FL W     -   736,231.44    702,621.33   sFT  0.99994365   +0 03 46.8
 AD1310;UTM  17      - 2,915,736.117   414,381.167   MT  0.99969050   -0 22 51.7
 AD1310
 AD1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD1310!SPC FL W     -   1.00000360  x   0.99994365  =   0.99994725
 AD1310!UTM  17      -   1.00000360  x   0.99969050  =   0.99969410
 AD1310
 AD1310                          SUPERSEDED SURVEY CONTROL
 AD1310
 AD1310  NAVD 88 (05/20/05)    0.93   (m)            3.1    (f) LEVELING    3  
 AD1310  NGVD 29 (09/01/92)    1.285  (m)            4.22   (f) ADJUSTED    1 1
 AD1310
 AD1310.Superseded values are not recommended for survey control.
 AD1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1310.See file dsdata.txt to determine how the superseded data were derived.
 AD1310
 AD1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1438115736(NAD 83)
 AD1310_MARKER: DB = BENCH MARK DISK
 AD1310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1310_SP_SET: CONCRETE BULKHEAD
 AD1310_STAMPING: NO 3 1965
 AD1310_MARK LOGO: CGS   
 AD1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1310+STABILITY: SURFACE MOTION
 AD1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1310+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AD1310
 AD1310  HISTORY     - Date     Condition        Report By
 AD1310  HISTORY     - 1965     MONUMENTED       CGS
 AD1310  HISTORY     - 1974     GOOD             NGS
 AD1310  HISTORY     - 1984     GOOD             FLDNR
 AD1310  HISTORY     - 19980327 MARK NOT FOUND   USPSQD
 AD1310  HISTORY     - 20050215 GOOD             FLDEP
 AD1310
 AD1310                          STATION DESCRIPTION
 AD1310
 AD1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1310'6.9 MI NW FROM BONITA SPRINGS.
 AD1310'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1310'AT BONITA SPRINGS, THENCE ABOUT 6.2 MILES WEST AND NORTH ALONG
 AD1310'STATE HIGHWAY S 865, IN SECTION 25, R 24 E, T 47 S, SET IN THE
 AD1310'TOP AT THE SOUTH END OF THE SEA WALL DIRECTLY UNDER THE SOUTH
 AD1310'END OF THE HIGHWAY BRIDGE OVER BIG HICKORY PASS, 1.0 FOOT NORTH
 AD1310'OF THE SOUTH END OF THE SEA WALL, 44 FEET EAST OF THE CENTER
 AD1310'LINE OF THE BRIDGE, (MEASURED UNDER BRIDGE,) 82.4 FEET
 AD1310'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE WING WALL OF THE
 AD1310'BRIDGE, 103 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM TIDAL
 AD1310'4 DESCRIBED, 172 FEET NORTHWEST OF TIDAL 2 DESCRIBED AND ABOUT
 AD1310'5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AD1310
 AD1310                          STATION RECOVERY (1974)
 AD1310
 AD1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1310'RECOVERED IN GOOD CONDITION.
 AD1310
 AD1310                          STATION RECOVERY (1984)
 AD1310
 AD1310'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1310'RECOVERED IN GOOD CONDITION EXCEPT CHANGE COMPASS BEARINGS FROM THE
 AD1310'WITNESSES, NORTH TO NORTHEAST, SOUTH TO SOUTHWEST, EAST TO SOUTHEAST,
 AD1310'SOUTH-SOUTHEAST TO SOUTH-SOUTHWEST, AND SOUTHEAST TO SOUTH.  THE MARK
 AD1310'IS ALSO 1.5 FEET NORTHEAST OF A WITNESS POST AND IS BURIED UNDER 12
 AD1310'INCHES OF FILL.
 AD1310
 AD1310                          STATION RECOVERY (1998)
 AD1310
 AD1310'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1310'MARK NOT FOUND.
 AD1310
 AD1310                          STATION RECOVERY (2005)
 AD1310
 AD1310'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD1310'RECOVERED IN GOOD CONDITION. NOTE- THE MARK IS NOT DIRECTLY UNDER THE
 AD1310'BRIDGE, THE MARK IS ABOUT 75 FEET SE OF THE SE  CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1311 ***********************************************************************
 AD1311  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1311  DESIGNATION -  872 5283 TIDAL 4
 AD1311  PID         -  AD1311
 AD1311  STATE/COUNTY-  FL/LEE
 AD1311  USGS QUAD   -  BONITA SPRINGS (1987)
 AD1311
 AD1311                         *CURRENT SURVEY CONTROL
 AD1311  ___________________________________________________________________
 AD1311* NAD 83(1986)-  26 21 32.     (N)    081 51 26.     (W)     SCALED    
 AD1311* NAVD 88     -         4.032  (meters)      13.23   (feet)  ADJUSTED  
 AD1311  ___________________________________________________________________
 AD1311  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD1311  DYNAMIC HT  -           4.025 (meters)      13.21  (feet)  COMP
 AD1311  MODELED GRAV-     979,054.6   (mgal)                       NAVD 88
 AD1311
 AD1311  VERT ORDER  -  FIRST     CLASS I
 AD1311
 AD1311.The horizontal coordinates were scaled from a topographic map and have
 AD1311.an estimated accuracy of +/- 6 seconds.
 AD1311
 AD1311.The orthometric height was determined by differential leveling
 AD1311.and adjusted by the National Geodetic Survey in June 1991..
 AD1311
 AD1311.This Tidal Bench Mark is designated as VM 7876
 AD1311.by the Center for Operational Oceanographic Products and Services.
 AD1311
 AD1311.The geoid height was determined by GEOID03.
 AD1311
 AD1311.The dynamic height is computed by dividing the NAVD 88
 AD1311.geopotential number by the normal gravity value computed on the
 AD1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1311.degrees latitude (g = 980.6199 gals.).
 AD1311
 AD1311.The modeled gravity was interpolated from observed gravity values.
 AD1311
 AD1311;                    North         East    Units  Estimated Accuracy
 AD1311;SPC FL W     -   224,380.      214,250.      MT  (+/- 180 meters Scaled)
 AD1311
 AD1311                          SUPERSEDED SURVEY CONTROL
 AD1311
 AD1311  NGVD 29 (09/01/92)    4.394  (m)           14.42   (f) ADJUSTED    1 1
 AD1311
 AD1311.Superseded values are not recommended for survey control.
 AD1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1311.See file dsdata.txt to determine how the superseded data were derived.
 AD1311
 AD1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK144157(NAD 83)
 AD1311_MARKER: DJ = TIDAL STATION DISK
 AD1311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1311_SP_SET: BASE OF GUARDRAIL
 AD1311_STAMPING: NO 4 1965
 AD1311_MARK LOGO: CGS   
 AD1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1311
 AD1311  HISTORY     - Date     Condition        Report By
 AD1311  HISTORY     - 1965     MONUMENTED       CGS
 AD1311  HISTORY     - 1974     GOOD             NGS
 AD1311  HISTORY     - 1984     GOOD             FLDNR
 AD1311  HISTORY     - 19980323 GOOD             USPSQD
 AD1311
 AD1311                          STATION DESCRIPTION
 AD1311
 AD1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1311'6.9 MI NW FROM BONITA SPRINGS.
 AD1311'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1311'AT BONITA SPRINGS, THENCE ABOUT 6.2 MILES WEST AND NORTH ALONG
 AD1311'STATE HIGHWAY S 865, IN SECTION 25, R 24 E, T 47 S, SET IN THE
 AD1311'TOP OF THE SOUTH END OF THE WEST CONCRETE BASE FOR THE INSIDE
 AD1311'GUARD RAIL OF THE CONCRETE HIGHWAY BRIDGE OVER BIG HICKORY PASS,
 AD1311'4 FEET EAST OF THE WESTERN MOST BANISTER OF THE BRIDGE, 14
 AD1311'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH
 AD1311'OF THE SOUTH END OF THE BASE AND ABOUT 1 FOOT ABOVE THE LEVEL
 AD1311'OF THE BRIDGE FLOOR.
 AD1311
 AD1311                          STATION RECOVERY (1974)
 AD1311
 AD1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1311'RECOVERED IN GOOD CONDITION.
 AD1311
 AD1311                          STATION RECOVERY (1984)
 AD1311
 AD1311'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1311'RECOVERED IN GOOD CONDITION EXCEPT CHANGE THE COMPASS BEARINGS FROM
 AD1311'THE WITNESSES, SOUTH TO SOUTHWEST, NORTH TO NORTHEAST, AND WEST TO
 AD1311'NORTHWEST.
 AD1311
 AD1311                          STATION RECOVERY (1998)
 AD1311
 AD1311'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7875 ***********************************************************************
 AD7875  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7875  DESIGNATION -  872 5319 D TIDAL
 AD7875  PID         -  AD7875
 AD7875  STATE/COUNTY-  FL/LEE
 AD7875  USGS QUAD   -  ESTERO (1987)
 AD7875
 AD7875                         *CURRENT SURVEY CONTROL
 AD7875  ___________________________________________________________________
 AD7875* NAD 83(1986)-  26 23 54.     (N)    081 50 24.     (W)     SCALED    
 AD7875* NAVD 88     -         0.533  (meters)       1.75   (feet)  POSTED    
 AD7875  ___________________________________________________________________
 AD7875  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AD7875  DYNAMIC HT  -           0.530 (meters)       1.74  (feet)  COMP
 AD7875  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AD7875
 AD7875  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AD7875
 AD7875.The horizontal coordinates were scaled from a topographic map and have
 AD7875.an estimated accuracy of +/- 6 seconds.
 AD7875
 AD7875.The orthometric height was determined by differential leveling
 AD7875.and adjusted by the National Geodetic Survey in 1992..
 AD7875.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AD7875.rate of 0.0 thru 1.0 mm/km.
 AD7875
 AD7875.This Tidal Bench Mark is designated as VM 7884
 AD7875.by the Center for Operational Oceanographic Products and Services.
 AD7875
 AD7875.The geoid height was determined by GEOID03.
 AD7875
 AD7875.The dynamic height is computed by dividing the NAVD 88
 AD7875.geopotential number by the normal gravity value computed on the
 AD7875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7875.degrees latitude (g = 980.6199 gals.).
 AD7875
 AD7875.The modeled gravity was interpolated from observed gravity values.
 AD7875
 AD7875;                    North         East    Units  Estimated Accuracy
 AD7875;SPC FL W     -   228,750.      215,960.      MT  (+/- 180 meters Scaled)
 AD7875
 AD7875                          SUPERSEDED SURVEY CONTROL
 AD7875
 AD7875  NGVD 29 (09/01/92)    0.899  (m)            2.95   (f) ADJUSTED    2 1
 AD7875
 AD7875.Superseded values are not recommended for survey control.
 AD7875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7875.See file dsdata.txt to determine how the superseded data were derived.
 AD7875
 AD7875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK162200(NAD 83)
 AD7875_MARKER: DJ = TIDAL STATION DISK
 AD7875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD7875_SP_SET: STAINLESS STEEL ROD
 AD7875_STAMPING: 5319 D 1984
 AD7875_MARK LOGO: NOS   
 AD7875_PROJECTION: PROJECTING 5 CENTIMETERS
 AD7875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7875_ROD/PIPE-DEPTH: 13.4 meters
 AD7875
 AD7875  HISTORY     - Date     Condition        Report By
 AD7875  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7875  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD7875
 AD7875                          STATION DESCRIPTION
 AD7875
 AD7875'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7875'4.2 MI SW FROM ESTERO.
 AD7875'BEGIN AT THE U.S. HIGHWAY 41 BRIDGE OVER THE ESTERO RIVER, GO 2.4
 AD7875'MILES SOUTH ON U.S. 41 TO THE JUNCTION OF COCONUT ROAD, GO 1.8 MILES
 AD7875'WEST ON COCONUT ROAD TO A 90-DEGREE RIGHT TURN AND THE MARK.  THE
 AD7875'MARK BEARS 25.8 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 12.0
 AD7875'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 7 FEET WEST OF A FENCE,
 AD7875'15.8 FEET NORTH OF THE TELEPHONE POLE ANCHOR, AND 1 FOOT WEST OF A
 AD7875'WITNESS POST.
 AD7875'THE MARK IS 1 FT BELOW ROAD.
 AD7875
 AD7875                          STATION RECOVERY (2005)
 AD7875
 AD7875'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD7875'LOCAL RESIDENTS REPORT COCONUT ROAD WAS REBUILT AND WIDENED IN
 AD7875'1999-2000 FOR ACCESS TO THE NEW HYATT REGENCY HOTEL AND NEW
 AD7875'SUBDIVISIONS.  NEW ROAD, CURBS AND SIDEWALK ALL AT HIGHER ELEVATIONS
 AD7875'THAN ORIGINAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7874 ***********************************************************************
 AD7874  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7874  DESIGNATION -  872 5319 E TIDAL
 AD7874  PID         -  AD7874
 AD7874  STATE/COUNTY-  FL/LEE
 AD7874  USGS QUAD   -  ESTERO (1987)
 AD7874
 AD7874                         *CURRENT SURVEY CONTROL
 AD7874  ___________________________________________________________________
 AD7874* NAD 83(1986)-  26 23 54.     (N)    081 50 11.     (W)     SCALED    
 AD7874* NAVD 88     -         0.523  (meters)       1.72   (feet)  POSTED    
 AD7874  ___________________________________________________________________
 AD7874  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AD7874  DYNAMIC HT  -           0.520 (meters)       1.71  (feet)  COMP
 AD7874  MODELED GRAV-     979,055.1   (mgal)                       NAVD 88
 AD7874
 AD7874  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AD7874
 AD7874.The horizontal coordinates were scaled from a topographic map and have
 AD7874.an estimated accuracy of +/- 6 seconds.
 AD7874
 AD7874.The orthometric height was determined by differential leveling
 AD7874.and adjusted by the National Geodetic Survey in 1992..
 AD7874.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AD7874.rate of 0.0 thru 1.0 mm/km.
 AD7874
 AD7874.This Tidal Bench Mark is designated as VM 7885
 AD7874.by the Center for Operational Oceanographic Products and Services.
 AD7874
 AD7874.The geoid height was determined by GEOID03.
 AD7874
 AD7874.The dynamic height is computed by dividing the NAVD 88
 AD7874.geopotential number by the normal gravity value computed on the
 AD7874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7874.degrees latitude (g = 980.6199 gals.).
 AD7874
 AD7874.The modeled gravity was interpolated from observed gravity values.
 AD7874
 AD7874;                    North         East    Units  Estimated Accuracy
 AD7874;SPC FL W     -   228,750.      216,320.      MT  (+/- 180 meters Scaled)
 AD7874
 AD7874                          SUPERSEDED SURVEY CONTROL
 AD7874
 AD7874  NGVD 29 (09/01/92)    0.888  (m)            2.91   (f) ADJUSTED    2 1
 AD7874
 AD7874.Superseded values are not recommended for survey control.
 AD7874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7874.See file dsdata.txt to determine how the superseded data were derived.
 AD7874
 AD7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK165200(NAD 83)
 AD7874_MARKER: DJ = TIDAL STATION DISK
 AD7874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7874_SP_SET: CONCRETE POST
 AD7874_STAMPING: 5319 E 1984
 AD7874_MARK LOGO: NOS   
 AD7874_PROJECTION: PROJECTING
 AD7874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7874+STABILITY: SURFACE MOTION
 AD7874
 AD7874  HISTORY     - Date     Condition        Report By
 AD7874  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7874  HISTORY     - 19980509 GOOD             USPSQD
 AD7874  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD7874
 AD7874                          STATION DESCRIPTION
 AD7874
 AD7874'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7874'4 MI SW FROM ESTERO.
 AD7874'BEGIN AT THE U.S. HIGHWAY 41 BRIDGE OVER THE ESTERO RIVER, GO 2.4
 AD7874'MILES SOUTH ON U.S. 41 TO THE JUNCTION OF COCONUT ROAD, GO 1.6 MILES
 AD7874'WEST ON COCONUT ROAD TO THE JUNCTION OF A DIRT ROAD NORTH AND THE
 AD7874'MARK.  THE MARK BEARS 63.8 FEET NORTH OF THE CENTERLINE OF COCONUT
 AD7874'ROAD, 19.0 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 6.5 FEET
 AD7874'NORTHEAST OF A POWER POLE, AND 1.1 FEET EAST OF A WITNESS POST.
 AD7874'THE MARK IS 1 FT BELOW ROAD.
 AD7874
 AD7874                          STATION RECOVERY (1998)
 AD7874
 AD7874'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7874'RECOVERED IN GOOD CONDITION.
 AD7874
 AD7874                          STATION RECOVERY (2005)
 AD7874
 AD7874'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD7874'LOCAL RESIDENTS REPORT COCONUT ROAD WAS REBUILT AND WIDENED IN
 AD7874'1999-2000 FOR ACCESS TO THE NEW HYATT REGENCY HOTEL AND NEW
 AD7874'SUBDIVISIONS.  NEW ROAD, CURBS AND SIDEWALK ALL AT HIGHER ELEVATIONS
 AD7874'THAN ORIGINAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1332 ***********************************************************************
 AD1332  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1332  DESIGNATION -  872 5319 TIDAL 1
 AD1332  PID         -  AD1332
 AD1332  STATE/COUNTY-  FL/LEE
 AD1332  USGS QUAD   -  ESTERO (1987)
 AD1332
 AD1332                         *CURRENT SURVEY CONTROL
 AD1332  ___________________________________________________________________
 AD1332* NAD 83(1986)-  26 23 56.     (N)    081 50 31.     (W)     SCALED    
 AD1332* NAVD 88     -         0.968  (meters)       3.18   (feet)  ADJUSTED  
 AD1332  ___________________________________________________________________
 AD1332  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AD1332  DYNAMIC HT  -           0.966 (meters)       3.17  (feet)  COMP
 AD1332  MODELED GRAV-     979,055.3   (mgal)                       NAVD 88
 AD1332
 AD1332  VERT ORDER  -  FIRST     CLASS I
 AD1332
 AD1332.The horizontal coordinates were scaled from a topographic map and have
 AD1332.an estimated accuracy of +/- 6 seconds.
 AD1332
 AD1332.The orthometric height was determined by differential leveling
 AD1332.and adjusted by the National Geodetic Survey in June 1991..
 AD1332
 AD1332.This Tidal Bench Mark is designated as VM 17226
 AD1332.by the Center for Operational Oceanographic Products and Services.
 AD1332
 AD1332.The geoid height was determined by GEOID03.
 AD1332
 AD1332.The dynamic height is computed by dividing the NAVD 88
 AD1332.geopotential number by the normal gravity value computed on the
 AD1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1332.degrees latitude (g = 980.6199 gals.).
 AD1332
 AD1332.The modeled gravity was interpolated from observed gravity values.
 AD1332
 AD1332;                    North         East    Units  Estimated Accuracy
 AD1332;SPC FL W     -   228,820.      215,770.      MT  (+/- 180 meters Scaled)
 AD1332
 AD1332                          SUPERSEDED SURVEY CONTROL
 AD1332
 AD1332  NGVD 29 (??/??/92)    1.335  (m)            4.38   (f) ADJ UNCH    1 1
 AD1332
 AD1332.Superseded values are not recommended for survey control.
 AD1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1332.See file dsdata.txt to determine how the superseded data were derived.
 AD1332
 AD1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK160201(NAD 83)
 AD1332_MARKER: DJ = TIDAL STATION DISK
 AD1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1332_STAMPING: NO 1 1965
 AD1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1332+STABILITY: SURFACE MOTION
 AD1332
 AD1332  HISTORY     - Date     Condition        Report By
 AD1332  HISTORY     - 1965     MONUMENTED       CGS
 AD1332  HISTORY     - 1974     GOOD             NGS
 AD1332  HISTORY     - 1987     POOR             USPSQD
 AD1332  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AD1332  HISTORY     - 19920406 MARK NOT FOUND   NGS
 AD1332  HISTORY     - 19980505 MARK NOT FOUND   USPSQD
 AD1332  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD1332
 AD1332                          STATION DESCRIPTION
 AD1332
 AD1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1332'4.3 MI SW FROM ESTERO.
 AD1332'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 AD1332'BRIDGE OVER ESTERO RIVER AT ESTERO, THENCE 1.9 MILES WEST
 AD1332'ALONG A BLACK TOP ROAD, AT A SMALL VILLAGE KNOWN AS COCONUT,
 AD1332'IN SECTION 7, R 25 E, T 47 S, AT THE WEST END OF THE BLACK TOP
 AD1332'ROAD, 17 FEET EAST OF THE BULKHEAD, 0.8 FOOT SOUTH OF THE
 AD1332'SOUTHEAST CORNER OF THE LOADING PLATFORM AT THE SOUTH END OF
 AD1332'THE FISH HOUSE, ABOUT LEVEL WITH THE PARKING AREA AND SET IN
 AD1332'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AD1332
 AD1332                          STATION RECOVERY (1974)
 AD1332
 AD1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1332'RECOVERED IN GOOD CONDITION.
 AD1332
 AD1332                          STATION RECOVERY (1987)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 1987 (DHP)
 AD1332'MARK RECOVERED IN POOR CONDITION.
 AD1332
 AD1332                          STATION RECOVERY (1991)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEA)
 AD1332'MARK NOT FOUND.
 AD1332
 AD1332                          STATION RECOVERY (1992)
 AD1332
 AD1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1332'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1332
 AD1332                          STATION RECOVERY (1998)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1332'MARK NOT FOUND.
 AD1332
 AD1332                          STATION RECOVERY (2005)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD1332'PER LOCAL RESIDENTS, FISH HOUSE WAS TORN DOWN IN 1999, LAND WAS
 AD1332'REGRADED AND REBUILT WITH NEW MARINA, MARINA BUILDING, AND A NEW
 AD1332'PRIVATE YACHT CLUB BUILDING, NEW ROAD, AND NEW PARKING LOT.  AREA IS
 AD1332'NOW KNOWN AS COCONUT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1333 ***********************************************************************
 AD1333  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1333  DESIGNATION -  872 5319 TIDAL 2
 AD1333  PID         -  AD1333
 AD1333  STATE/COUNTY-  FL/LEE
 AD1333  USGS QUAD   -  ESTERO (1987)
 AD1333
 AD1333                         *CURRENT SURVEY CONTROL
 AD1333  ___________________________________________________________________
 AD1333* NAD 83(1986)-  26 23 55.     (N)    081 50 31.     (W)     SCALED    
 AD1333* NAVD 88     -         1.061  (meters)       3.48   (feet)  ADJUSTED  
 AD1333  ___________________________________________________________________
 AD1333  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AD1333  DYNAMIC HT  -           1.060 (meters)       3.48  (feet)  COMP
 AD1333  MODELED GRAV-     979,055.3   (mgal)                       NAVD 88
 AD1333
 AD1333  VERT ORDER  -  FIRST     CLASS I
 AD1333
 AD1333.The horizontal coordinates were scaled from a topographic map and have
 AD1333.an estimated accuracy of +/- 6 seconds.
 AD1333
 AD1333.The orthometric height was determined by differential leveling
 AD1333.and adjusted by the National Geodetic Survey in June 1991..
 AD1333
 AD1333.This Tidal Bench Mark is designated as VM 17144
 AD1333.by the Center for Operational Oceanographic Products and Services.
 AD1333
 AD1333.The geoid height was determined by GEOID03.
 AD1333
 AD1333.The dynamic height is computed by dividing the NAVD 88
 AD1333.geopotential number by the normal gravity value computed on the
 AD1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1333.degrees latitude (g = 980.6199 gals.).
 AD1333
 AD1333.The modeled gravity was interpolated from observed gravity values.
 AD1333
 AD1333;                    North         East    Units  Estimated Accuracy
 AD1333;SPC FL W     -   228,780.      215,770.      MT  (+/- 180 meters Scaled)
 AD1333
 AD1333                          SUPERSEDED SURVEY CONTROL
 AD1333
 AD1333  NGVD 29 (09/01/92)    1.405  (m)            4.61   (f) ADJUSTED    1 1
 AD1333
 AD1333.Superseded values are not recommended for survey control.
 AD1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1333.See file dsdata.txt to determine how the superseded data were derived.
 AD1333
 AD1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK160201(NAD 83)
 AD1333_MARKER: DJ = TIDAL STATION DISK
 AD1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1333_SP_SET: CONCRETE POST
 AD1333_STAMPING: NO 2 1965
 AD1333_MARK LOGO: CGS   
 AD1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1333+STABILITY: SURFACE MOTION
 AD1333
 AD1333  HISTORY     - Date     Condition        Report By
 AD1333  HISTORY     - 1965     MONUMENTED       CGS
 AD1333  HISTORY     - 1974     GOOD             NGS
 AD1333  HISTORY     - 1984     GOOD             FLDNR
 AD1333  HISTORY     - 19920406 MARK NOT FOUND   NGS
 AD1333  HISTORY     - 19980509 MARK NOT FOUND   USPSQD
 AD1333  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD1333
 AD1333                          STATION DESCRIPTION
 AD1333
 AD1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1333'4.3 MI SW FROM ESTERO.
 AD1333'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 AD1333'BRIDGE OVER ESTERO RIVER AT ESTERO, THENCE ABOUT 1.9 MILES WEST
 AD1333'ALONG A BLACK TOP ROAD, AT A SMALL VILLAGE KNOWN AS COCONUT,
 AD1333'IN SECTION 7, R 25 E, T 47 S, AT THE WEST END OF THE BLACK TOP
 AD1333'ROAD, 31 1/2 FEET EAST OF THE BULKHEAD, 14.0 FEET SOUTH OF THE
 AD1333'SOUTH CORNER OF A GREEN FRAME HOUSE, 11.5 FEET NORTHEAST OF THE
 AD1333'NORTHEAST CORNER OF A FISH HOUSE, 1 1/2 FEET EAST OF A POWER
 AD1333'POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE PARKING AREA AND IS
 AD1333'A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AD1333
 AD1333                          STATION RECOVERY (1974)
 AD1333
 AD1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1333'RECOVERED IN GOOD CONDITION.
 AD1333
 AD1333                          STATION RECOVERY (1984)
 AD1333
 AD1333'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1333'RECOVERED IN GOOD CONDITION.
 AD1333
 AD1333                          STATION RECOVERY (1992)
 AD1333
 AD1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1333'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1333
 AD1333                          STATION RECOVERY (1998)
 AD1333
 AD1333'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1333'MARK NOT FOUND.
 AD1333
 AD1333                          STATION RECOVERY (2005)
 AD1333
 AD1333'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD1333'PER LOCAL RESIDENTS, FISH HOUSE WAS TORN DOWN IN 1999, LAND WAS
 AD1333'REGRADED AND REBUILT WITH NEW MARINA, MARINA BUILDING, AND A NEW
 AD1333'PRIVATE YACHT CLUB BUILDING, NEW ROAD, AND NEW PARKING LOT.  AREA IS
 AD1333'NOW KNOWN AS COCONUT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1330 ***********************************************************************
 AD1330  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1330  DESIGNATION -  872 5319 TIDAL 3
 AD1330  PID         -  AD1330
 AD1330  STATE/COUNTY-  FL/LEE
 AD1330  USGS QUAD   -  ESTERO (1987)
 AD1330
 AD1330                         *CURRENT SURVEY CONTROL
 AD1330  ___________________________________________________________________
 AD1330* NAD 83(1986)-  26 23 56.     (N)    081 50 22.     (W)     SCALED    
 AD1330* NAVD 88     -         0.601  (meters)       1.97   (feet)  ADJUSTED  
 AD1330  ___________________________________________________________________
 AD1330  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AD1330  DYNAMIC HT  -           0.600 (meters)       1.97  (feet)  COMP
 AD1330  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AD1330
 AD1330  VERT ORDER  -  FIRST     CLASS I
 AD1330
 AD1330.The horizontal coordinates were scaled from a topographic map and have
 AD1330.an estimated accuracy of +/- 6 seconds.
 AD1330
 AD1330.The orthometric height was determined by differential leveling
 AD1330.and adjusted by the National Geodetic Survey in June 1991..
 AD1330
 AD1330.This Tidal Bench Mark is designated as VM 7882
 AD1330.by the Center for Operational Oceanographic Products and Services.
 AD1330
 AD1330.The geoid height was determined by GEOID03.
 AD1330
 AD1330.The dynamic height is computed by dividing the NAVD 88
 AD1330.geopotential number by the normal gravity value computed on the
 AD1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1330.degrees latitude (g = 980.6199 gals.).
 AD1330
 AD1330.The modeled gravity was interpolated from observed gravity values.
 AD1330
 AD1330;                    North         East    Units  Estimated Accuracy
 AD1330;SPC FL W     -   228,820.      216,020.      MT  (+/- 180 meters Scaled)
 AD1330
 AD1330                          SUPERSEDED SURVEY CONTROL
 AD1330
 AD1330  NGVD 29 (09/01/92)    0.967  (m)            3.17   (f) ADJUSTED    1 1
 AD1330
 AD1330.Superseded values are not recommended for survey control.
 AD1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1330.See file dsdata.txt to determine how the superseded data were derived.
 AD1330
 AD1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK162201(NAD 83)
 AD1330_MARKER: DJ = TIDAL STATION DISK
 AD1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1330_SP_SET: CONCRETE POST
 AD1330_STAMPING: NO 3 1965
 AD1330_MARK LOGO: CGS   
 AD1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1330+STABILITY: SURFACE MOTION
 AD1330
 AD1330  HISTORY     - Date     Condition        Report By
 AD1330  HISTORY     - 1965     MONUMENTED       CGS
 AD1330  HISTORY     - 1974     GOOD             NGS
 AD1330  HISTORY     - 1984     GOOD             FLDNR
 AD1330  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AD1330  HISTORY     - 19920406 MARK NOT FOUND   NGS
 AD1330  HISTORY     - 19980509 MARK NOT FOUND   USPSQD
 AD1330
 AD1330                          STATION DESCRIPTION
 AD1330
 AD1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1330'4.2 MI SW FROM ESTERO.
 AD1330'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 AD1330'BRIDGE OVER ESTERO RIVER AT ESTERO, THENCE ABOUT 1.8 MILES
 AD1330'WEST ALONG BLACK TOP ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 AD1330'EXTENDING WEST AND SOUTH, AT THE SOUTHWEST CORNER OF THE LAWN
 AD1330'OF THE COCONUT INDEPENDENT BAPTIST CHURCH, 63 FEET NORTHEAST
 AD1330'OF THE CENTER LINE OF THE ROAD, 40 1/2 FEET EAST OF THE CENTER
 AD1330'LINE OF THE GRAVELED ROAD LEADING NORTH, 39 FEET SOUTHWEST OF
 AD1330'THE SOUTHWEST CORNER OF THE CHURCH, 2 1/2 FEET WEST OF A TELEPHONE
 AD1330'POLE, 1.1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AD1330'THE ROAD AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 AD1330'0.4 FOOT.  IN SECTION 7, R 25 E, T 47 S.
 AD1330
 AD1330                          STATION RECOVERY (1974)
 AD1330
 AD1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1330'RECOVERED IN GOOD CONDITION.
 AD1330
 AD1330                          STATION RECOVERY (1984)
 AD1330
 AD1330'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1330'RECOVERED IN GOOD CONDITION EXCEPT THE CHURCH IS ABANDONED AND IN
 AD1330'DISREPAIR.
 AD1330
 AD1330                          STATION RECOVERY (1991)
 AD1330
 AD1330'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEA)
 AD1330'MARK NOT FOUND.
 AD1330
 AD1330                          STATION RECOVERY (1992)
 AD1330
 AD1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1330'THE DESCRIBED CHURCH HAS BEEN DEMOLISHED.  ASSUMED DESTROYED.
 AD1330
 AD1330                          STATION RECOVERY (1998)
 AD1330
 AD1330'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7855 ***********************************************************************
 AD7855  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7855  DESIGNATION -  872 5325 8 A TIDAL
 AD7855  PID         -  AD7855
 AD7855  STATE/COUNTY-  FL/LEE
 AD7855  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7855
 AD7855                         *CURRENT SURVEY CONTROL
 AD7855  ___________________________________________________________________
 AD7855* NAD 83(1986)-  26 24 16.     (N)    081 52 58.     (W)     SCALED    
 AD7855* NAVD 88     -         3.894  (meters)      12.78   (feet)  POSTED    
 AD7855  ___________________________________________________________________
 AD7855  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AD7855  DYNAMIC HT  -           3.890 (meters)      12.76  (feet)  COMP
 AD7855  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AD7855
 AD7855  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7855
 AD7855.The horizontal coordinates were scaled from a topographic map and have
 AD7855.an estimated accuracy of +/- 6 seconds.
 AD7855
 AD7855.The orthometric height was determined by differential leveling
 AD7855.and adjusted by the National Geodetic Survey in 1992..
 AD7855.No vertical observational check was made to the station.
 AD7855.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7855.was located on a no-check spur therefore a value was not computed.
 AD7855
 AD7855.This Tidal Bench Mark is designated as VM 7889
 AD7855.by the Center for Operational Oceanographic Products and Services.
 AD7855
 AD7855.The geoid height was determined by GEOID03.
 AD7855
 AD7855.The dynamic height is computed by dividing the NAVD 88
 AD7855.geopotential number by the normal gravity value computed on the
 AD7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7855.degrees latitude (g = 980.6199 gals.).
 AD7855
 AD7855.The modeled gravity was interpolated from observed gravity values.
 AD7855
 AD7855;                    North         East    Units  Estimated Accuracy
 AD7855;SPC FL W     -   229,430.      211,700.      MT  (+/- 180 meters Scaled)
 AD7855
 AD7855                          SUPERSEDED SURVEY CONTROL
 AD7855
 AD7855  NGVD 29 (09/01/92)    4.258  (m)           13.97   (f) ADJUSTED    2 1
 AD7855
 AD7855.Superseded values are not recommended for survey control.
 AD7855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7855.See file dsdata.txt to determine how the superseded data were derived.
 AD7855
 AD7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK119207(NAD 83)
 AD7855_MARKER: DB = BENCH MARK DISK
 AD7855_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7855_SP_SET: BRIDGE WALKWAY
 AD7855_STAMPING: 8 A
 AD7855_MARK LOGO: FLDT  
 AD7855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7855+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 AD7855
 AD7855  HISTORY     - Date     Condition        Report By
 AD7855  HISTORY     - UNK      MONUMENTED       FLDT
 AD7855  HISTORY     - 1984     GOOD             FLDNR
 AD7855  HISTORY     - 19961203 GOOD             USPSQD
 AD7855  HISTORY     - 19980216 GOOD             USPSQD
 AD7855  HISTORY     - 20040326 GOOD             USPSQD
 AD7855  HISTORY     - 20060228 GOOD             USPSQD
 AD7855
 AD7855                          STATION DESCRIPTION
 AD7855
 AD7855'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7855'5.85 MI SE FROM FORT MYERS BEACH.
 AD7855'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7855'MYERS BEACH, GO 5.85 MILES SOUTHEAST ON STATE ROAD 865 TO THE BRIDGE
 AD7855'OVER BIG CARLOS PASS AND THE MARK.  THE MARK BEARS 97 FEET EAST OF
 AD7855'THE WEST END OF THE BRIDGE, 16 FEET SOUTH OF THE CENTERLINE OF THE
 AD7855'ROAD, 2 FEET NORTH OF THE BRIDGE BANNISTER, AND IS SET IN THE BRIDGE
 AD7855'WALKWAY.
 AD7855
 AD7855                          STATION RECOVERY (1996)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (1998)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (2004)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (2006)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 2006 (SBP)
 AD7855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7856 ***********************************************************************
 AD7856  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7856  DESIGNATION -  872 5325 D TIDAL
 AD7856  PID         -  AD7856
 AD7856  STATE/COUNTY-  FL/LEE
 AD7856  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7856
 AD7856                         *CURRENT SURVEY CONTROL
 AD7856  ___________________________________________________________________
 AD7856* NAD 83(1986)-  26 24 16.     (N)    081 53 00.     (W)     SCALED    
 AD7856* NAVD 88     -         2.953  (meters)       9.69   (feet)  POSTED    
 AD7856  ___________________________________________________________________
 AD7856  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AD7856  DYNAMIC HT  -           2.950 (meters)       9.68  (feet)  COMP
 AD7856  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AD7856
 AD7856  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7856
 AD7856.The horizontal coordinates were scaled from a topographic map and have
 AD7856.an estimated accuracy of +/- 6 seconds.
 AD7856
 AD7856.The orthometric height was determined by differential leveling
 AD7856.and adjusted by the National Geodetic Survey in 1992..
 AD7856.No vertical observational check was made to the station.
 AD7856.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7856.was located on a no-check spur therefore a value was not computed.
 AD7856
 AD7856.This Tidal Bench Mark is designated as VM 7890
 AD7856.by the Center for Operational Oceanographic Products and Services.
 AD7856
 AD7856.The geoid height was determined by GEOID03.
 AD7856
 AD7856.The dynamic height is computed by dividing the NAVD 88
 AD7856.geopotential number by the normal gravity value computed on the
 AD7856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7856.degrees latitude (g = 980.6199 gals.).
 AD7856
 AD7856.The modeled gravity was interpolated from observed gravity values.
 AD7856
 AD7856;                    North         East    Units  Estimated Accuracy
 AD7856;SPC FL W     -   229,430.      211,640.      MT  (+/- 180 meters Scaled)
 AD7856
 AD7856                          SUPERSEDED SURVEY CONTROL
 AD7856
 AD7856  NGVD 29 (09/01/92)    3.317  (m)           10.88   (f) ADJUSTED    2 1
 AD7856
 AD7856.Superseded values are not recommended for survey control.
 AD7856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7856.See file dsdata.txt to determine how the superseded data were derived.
 AD7856
 AD7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK119207(NAD 83)
 AD7856_MARKER: DB = BENCH MARK DISK
 AD7856_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7856_SP_SET: BRIDGE CURBING
 AD7856_STAMPING: 5325 D
 AD7856_MARK LOGO: FLDT  
 AD7856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7856+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 AD7856
 AD7856  HISTORY     - Date     Condition        Report By
 AD7856  HISTORY     - UNK      MONUMENTED       FLDT
 AD7856  HISTORY     - 1984     GOOD             FLDNR
 AD7856  HISTORY     - 19961203 GOOD             USPSQD
 AD7856  HISTORY     - 19980216 GOOD             USPSQD
 AD7856  HISTORY     - 20040326 GOOD             USPSQD
 AD7856  HISTORY     - 20060228 GOOD             USPSQD
 AD7856
 AD7856                          STATION DESCRIPTION
 AD7856
 AD7856'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7856'5.85 MI SE FROM FORT MYERS BEACH.
 AD7856'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7856'MYERS BEACH, GO 5.85 MILES SOUTHEAST ON STATE ROAD 865 TO THE BRIDGE
 AD7856'OVER BIG CARLOS PASS AND THE MARK.  THE MARK IS SET IN THE BRIDGE
 AD7856'CURBING AT THE WEST END OF THE BRIDGE, 14 FEET SOUTH OF THE
 AD7856'CENTERLINE OF THE ROAD, AND 4 FEET NORTH OF THE BRIDGE BANNISTER.
 AD7856'THE MARK IS 1 FT ABOVE ROAD.
 AD7856
 AD7856                          STATION RECOVERY (1996)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7856'RECOVERED IN GOOD CONDITION.
 AD7856
 AD7856                          STATION RECOVERY (1998)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7856'RECOVERED IN GOOD CONDITION.
 AD7856
 AD7856                          STATION RECOVERY (2004)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7856'RECOVERED IN GOOD CONDITION.
 AD7856
 AD7856                          STATION RECOVERY (2006)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 2006
 AD7856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1360 ***********************************************************************
 AD1360  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1360  DESIGNATION -  872 5325 TIDAL 3
 AD1360  PID         -  AD1360
 AD1360  STATE/COUNTY-  FL/LEE
 AD1360  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD1360
 AD1360                         *CURRENT SURVEY CONTROL
 AD1360  ___________________________________________________________________
 AD1360* NAD 83(1986)-  26 24 16.     (N)    081 52 58.     (W)     SCALED    
 AD1360* NAVD 88     -         2.988  (meters)       9.80   (feet)  ADJUSTED  
 AD1360  ___________________________________________________________________
 AD1360  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AD1360  DYNAMIC HT  -           2.983 (meters)       9.79  (feet)  COMP
 AD1360  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AD1360
 AD1360  VERT ORDER  -  FIRST     CLASS I
 AD1360
 AD1360.The horizontal coordinates were scaled from a topographic map and have
 AD1360.an estimated accuracy of +/- 6 seconds.
 AD1360
 AD1360.The orthometric height was determined by differential leveling
 AD1360.and adjusted by the National Geodetic Survey in June 1991..
 AD1360
 AD1360.This Tidal Bench Mark is designated as VM 7886
 AD1360.by the Center for Operational Oceanographic Products and Services.
 AD1360
 AD1360.The geoid height was determined by GEOID03.
 AD1360
 AD1360.The dynamic height is computed by dividing the NAVD 88
 AD1360.geopotential number by the normal gravity value computed on the
 AD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1360.degrees latitude (g = 980.6199 gals.).
 AD1360
 AD1360.The modeled gravity was interpolated from observed gravity values.
 AD1360
 AD1360;                    North         East    Units  Estimated Accuracy
 AD1360;SPC FL W     -   229,430.      211,700.      MT  (+/- 180 meters Scaled)
 AD1360
 AD1360                          SUPERSEDED SURVEY CONTROL
 AD1360
 AD1360  NGVD 29 (09/01/92)    3.352  (m)           11.00   (f) ADJUSTED    1 1
 AD1360
 AD1360.Superseded values are not recommended for survey control.
 AD1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1360.See file dsdata.txt to determine how the superseded data were derived.
 AD1360
 AD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK119207(NAD 83)
 AD1360_MARKER: DJ = TIDAL STATION DISK
 AD1360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1360_SP_SET: CONCRETE BASE OF GUARDRAIL
 AD1360_STAMPING: NO 3 1965
 AD1360_MARK LOGO: CGS   
 AD1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1360
 AD1360  HISTORY     - Date     Condition        Report By
 AD1360  HISTORY     - 1965     MONUMENTED       CGS
 AD1360  HISTORY     - 1974     GOOD             NGS
 AD1360  HISTORY     - 1984     GOOD             FLDNR
 AD1360  HISTORY     - 19910430 GOOD             USPSQD
 AD1360  HISTORY     - 19961203 GOOD             USPSQD
 AD1360  HISTORY     - 19980214 GOOD             USPSQD
 AD1360  HISTORY     - 20040326 GOOD             USPSQD
 AD1360
 AD1360                          STATION DESCRIPTION
 AD1360
 AD1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1360'5.9 MI SE FROM FORT MYERS BEACH.
 AD1360'ABOUT 0.05 MILE SOUTH ALONG FIRST STREET FROM THE POST OFFICE
 AD1360'AT FORT MYERS BEACH, THENCE ABOUT 5.85 MILES SOUTHEAST ALONG
 AD1360'STATE HIGHWAY S 865, IN SECTION 2, R 24 E, T 47 S, ALONG ESTERO
 AD1360'ISLAND, SET IN THE TOP OF AND AT THE WEST END OF THE NORTH
 AD1360'CONCRETE BASE FOR THE INSIDE GUARD RAIL OF CONCRETE HIGHWAY
 AD1360'BRIDGE OVER BIG CARLOS PASS, 14 FEET NORTH OF THE CENTER LINE
 AD1360'OF THE HIGHWAY, 4 FEET SOUTH OF THE NORTHERN MOST BANISTER
 AD1360'OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE
 AD1360'FLOOR.
 AD1360
 AD1360                          STATION RECOVERY (1974)
 AD1360
 AD1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1984)
 AD1360
 AD1360'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1991)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 1991 (VSR)
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1996)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1998)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (2004)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7858 ***********************************************************************
 AD7858  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7858  DESIGNATION -  872 5331 TIDAL 1
 AD7858  PID         -  AD7858
 AD7858  STATE/COUNTY-  FL/LEE
 AD7858  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7858
 AD7858                         *CURRENT SURVEY CONTROL
 AD7858  ___________________________________________________________________
 AD7858* NAD 83(1986)-  26 24 49.     (N)    081 53 57.     (W)     SCALED    
 AD7858* NAVD 88     -         0.814  (meters)       2.67   (feet)  POSTED    
 AD7858  ___________________________________________________________________
 AD7858  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD7858  DYNAMIC HT  -           0.810 (meters)       2.66  (feet)  COMP
 AD7858  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 AD7858
 AD7858  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7858
 AD7858.The horizontal coordinates were scaled from a topographic map and have
 AD7858.an estimated accuracy of +/- 6 seconds.
 AD7858
 AD7858.The orthometric height was determined by differential leveling
 AD7858.and adjusted by the National Geodetic Survey in 1992..
 AD7858.No vertical observational check was made to the station.
 AD7858.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7858.was located on a no-check spur therefore a value was not computed.
 AD7858
 AD7858.This Tidal Bench Mark is designated as VM 8021
 AD7858.by the Center for Operational Oceanographic Products and Services.
 AD7858
 AD7858.The geoid height was determined by GEOID03.
 AD7858
 AD7858.The dynamic height is computed by dividing the NAVD 88
 AD7858.geopotential number by the normal gravity value computed on the
 AD7858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7858.degrees latitude (g = 980.6199 gals.).
 AD7858
 AD7858.The modeled gravity was interpolated from observed gravity values.
 AD7858
 AD7858;                    North         East    Units  Estimated Accuracy
 AD7858;SPC FL W     -   230,440.      210,060.      MT  (+/- 180 meters Scaled)
 AD7858
 AD7858                          SUPERSEDED SURVEY CONTROL
 AD7858
 AD7858  NGVD 29 (09/01/92)    1.168  (m)            3.83   (f) ADJUSTED    2 1
 AD7858
 AD7858.Superseded values are not recommended for survey control.
 AD7858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7858.See file dsdata.txt to determine how the superseded data were derived.
 AD7858
 AD7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK103218(NAD 83)
 AD7858_MARKER: DJ = TIDAL STATION DISK
 AD7858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7858_SP_SET: CONCRETE SEAWALL
 AD7858_STAMPING: NO 1 1973
 AD7858_MARK LOGO: NOS   
 AD7858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7858+STABILITY: SURFACE MOTION
 AD7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7858+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 AD7858
 AD7858  HISTORY     - Date     Condition        Report By
 AD7858  HISTORY     - 1973     MONUMENTED       NOS
 AD7858  HISTORY     - 1984     GOOD             FLDNR
 AD7858  HISTORY     - 19961203 GOOD             USPSQD
 AD7858  HISTORY     - 19980214 GOOD             USPSQD
 AD7858  HISTORY     - 20040326 GOOD             USPSQD
 AD7858  HISTORY     - 20060228 GOOD             USPSQD
 AD7858
 AD7858                          STATION DESCRIPTION
 AD7858
 AD7858'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7858'4.45 MI SE FROM FORT MYERS BEACH.
 AD7858'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7858'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7858'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL,
 AD7858'61.4 FEET NORTH OF THE WALKWAY TO THE WOODEN BOATHOUSE.
 AD7858
 AD7858                          STATION RECOVERY (1996)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7858'RECOVERED IN GOOD CONDITION.
 AD7858
 AD7858                          STATION RECOVERY (1998)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7858'RECOVERED IN GOOD CONDITION.
 AD7858
 AD7858                          STATION RECOVERY (2004)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7858'RECOVERED IN GOOD CONDITION.
 AD7858
 AD7858                          STATION RECOVERY (2006)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 2006 (SBP)
 AD7858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7859 ***********************************************************************
 AD7859  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7859  DESIGNATION -  872 5331 TIDAL 3
 AD7859  PID         -  AD7859
 AD7859  STATE/COUNTY-  FL/LEE
 AD7859  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7859
 AD7859                         *CURRENT SURVEY CONTROL
 AD7859  ___________________________________________________________________
 AD7859* NAD 83(1986)-  26 24 49.     (N)    081 53 57.     (W)     SCALED    
 AD7859* NAVD 88     -         0.800  (meters)       2.62   (feet)  POSTED    
 AD7859  ___________________________________________________________________
 AD7859  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD7859  DYNAMIC HT  -           0.800 (meters)       2.62  (feet)  COMP
 AD7859  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 AD7859
 AD7859  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7859
 AD7859.The horizontal coordinates were scaled from a topographic map and have
 AD7859.an estimated accuracy of +/- 6 seconds.
 AD7859
 AD7859.The orthometric height was determined by differential leveling
 AD7859.and adjusted by the National Geodetic Survey in 1992..
 AD7859.No vertical observational check was made to the station.
 AD7859.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7859.was located on a no-check spur therefore a value was not computed.
 AD7859
 AD7859.This Tidal Bench Mark is designated as VM 8023
 AD7859.by the Center for Operational Oceanographic Products and Services.
 AD7859
 AD7859.The geoid height was determined by GEOID03.
 AD7859
 AD7859.The dynamic height is computed by dividing the NAVD 88
 AD7859.geopotential number by the normal gravity value computed on the
 AD7859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7859.degrees latitude (g = 980.6199 gals.).
 AD7859
 AD7859.The modeled gravity was interpolated from observed gravity values.
 AD7859
 AD7859;                    North         East    Units  Estimated Accuracy
 AD7859;SPC FL W     -   230,440.      210,060.      MT  (+/- 180 meters Scaled)
 AD7859
 AD7859                          SUPERSEDED SURVEY CONTROL
 AD7859
 AD7859  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AD7859
 AD7859.Superseded values are not recommended for survey control.
 AD7859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7859.See file dsdata.txt to determine how the superseded data were derived.
 AD7859
 AD7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK103218(NAD 83)
 AD7859_MARKER: DJ = TIDAL STATION DISK
 AD7859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7859_SP_SET: CONCRETE SEAWALL
 AD7859_STAMPING: NO 3 1973
 AD7859_MARK LOGO: NOS   
 AD7859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7859+STABILITY: SURFACE MOTION
 AD7859
 AD7859  HISTORY     - Date     Condition        Report By
 AD7859  HISTORY     - 1973     MONUMENTED       NOS
 AD7859  HISTORY     - 1984     GOOD             FLDNR
 AD7859  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7859  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7859  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7859
 AD7859                          STATION DESCRIPTION
 AD7859
 AD7859'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7859'4.45 MI SE FROM FORT MYERS BEACH.
 AD7859'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7859'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7859'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL,
 AD7859'24.5 FEET WEST OF THE NORTHWEST CORNER OF THE WOODEN BOATHOUSE, AND
 AD7859'4.1 FEET SOUTH OF THE SOUTH EDGE OF THE WALKWAY TO THE BOATHOUSE.
 AD7859
 AD7859                          STATION RECOVERY (1996)
 AD7859
 AD7859'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7859'MARK NOT FOUND.
 AD7859
 AD7859                          STATION RECOVERY (1998)
 AD7859
 AD7859'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7859'MARK NOT FOUND.
 AD7859
 AD7859                          STATION RECOVERY (2004)
 AD7859
 AD7859'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7860 ***********************************************************************
 AD7860  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7860  DESIGNATION -  872 5331 TIDAL 4
 AD7860  PID         -  AD7860
 AD7860  STATE/COUNTY-  FL/LEE
 AD7860  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7860
 AD7860                         *CURRENT SURVEY CONTROL
 AD7860  ___________________________________________________________________
 AD7860* NAD 83(1986)-  26 24 49.     (N)    081 53 57.     (W)     SCALED    
 AD7860* NAVD 88     -         0.866  (meters)       2.84   (feet)  POSTED    
 AD7860  ___________________________________________________________________
 AD7860  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD7860  DYNAMIC HT  -           0.860 (meters)       2.82  (feet)  COMP
 AD7860  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 AD7860
 AD7860  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7860
 AD7860.The horizontal coordinates were scaled from a topographic map and have
 AD7860.an estimated accuracy of +/- 6 seconds.
 AD7860
 AD7860.The orthometric height was determined by differential leveling
 AD7860.and adjusted by the National Geodetic Survey in 1992..
 AD7860.No vertical observational check was made to the station.
 AD7860.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7860.was located on a no-check spur therefore a value was not computed.
 AD7860
 AD7860.This Tidal Bench Mark is designated as VM 8024
 AD7860.by the Center for Operational Oceanographic Products and Services.
 AD7860
 AD7860.The geoid height was determined by GEOID03.
 AD7860
 AD7860.The dynamic height is computed by dividing the NAVD 88
 AD7860.geopotential number by the normal gravity value computed on the
 AD7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7860.degrees latitude (g = 980.6199 gals.).
 AD7860
 AD7860.The modeled gravity was interpolated from observed gravity values.
 AD7860
 AD7860;                    North         East    Units  Estimated Accuracy
 AD7860;SPC FL W     -   230,440.      210,060.      MT  (+/- 180 meters Scaled)
 AD7860
 AD7860                          SUPERSEDED SURVEY CONTROL
 AD7860
 AD7860  NGVD 29 (09/01/92)    1.220  (m)            4.00   (f) ADJUSTED    2 1
 AD7860
 AD7860.Superseded values are not recommended for survey control.
 AD7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7860.See file dsdata.txt to determine how the superseded data were derived.
 AD7860
 AD7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK103218(NAD 83)
 AD7860_MARKER: DJ = TIDAL STATION DISK
 AD7860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7860_SP_SET: CONCRETE SEAWALL
 AD7860_STAMPING: NO 4 1973
 AD7860_MARK LOGO: NOS   
 AD7860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7860+STABILITY: SURFACE MOTION
 AD7860
 AD7860  HISTORY     - Date     Condition        Report By
 AD7860  HISTORY     - 1973     MONUMENTED       NOS
 AD7860  HISTORY     - 1984     GOOD             FLDNR
 AD7860  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7860  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7860  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7860
 AD7860                          STATION DESCRIPTION
 AD7860
 AD7860'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7860'4.45 MI SE FROM FORT MYERS BEACH.
 AD7860'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7860'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7860'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL, 3.6
 AD7860'FEET NORTH OF THE SOUTHWEST CORNER OF THE BOAT BASIN, AND 126.3 FEET
 AD7860'SOUTH OF THE WALKWAY TO THE WOODEN BOATHOUSE.
 AD7860
 AD7860                          STATION RECOVERY (1996)
 AD7860
 AD7860'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7860'MARK NOT FOUND.
 AD7860
 AD7860                          STATION RECOVERY (1998)
 AD7860
 AD7860'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7860'MARK NOT FOUND.
 AD7860
 AD7860                          STATION RECOVERY (2004)
 AD7860
 AD7860'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7860'NEW SEAWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7861 ***********************************************************************
 AD7861  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7861  DESIGNATION -  872 5331 TIDAL 5
 AD7861  PID         -  AD7861
 AD7861  STATE/COUNTY-  FL/LEE
 AD7861  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7861
 AD7861                         *CURRENT SURVEY CONTROL
 AD7861  ___________________________________________________________________
 AD7861* NAD 83(1986)-  26 24 49.     (N)    081 53 57.     (W)     SCALED    
 AD7861* NAVD 88     -         0.615  (meters)       2.02   (feet)  POSTED    
 AD7861  ___________________________________________________________________
 AD7861  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD7861  DYNAMIC HT  -           0.610 (meters)       2.00  (feet)  COMP
 AD7861  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 AD7861
 AD7861  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7861
 AD7861.The horizontal coordinates were scaled from a topographic map and have
 AD7861.an estimated accuracy of +/- 6 seconds.
 AD7861
 AD7861.The orthometric height was determined by differential leveling
 AD7861.and adjusted by the National Geodetic Survey in 1992..
 AD7861.No vertical observational check was made to the station.
 AD7861.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7861.was located on a no-check spur therefore a value was not computed.
 AD7861
 AD7861.This Tidal Bench Mark is designated as VM 8025
 AD7861.by the Center for Operational Oceanographic Products and Services.
 AD7861
 AD7861.The geoid height was determined by GEOID03.
 AD7861
 AD7861.The dynamic height is computed by dividing the NAVD 88
 AD7861.geopotential number by the normal gravity value computed on the
 AD7861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7861.degrees latitude (g = 980.6199 gals.).
 AD7861
 AD7861.The modeled gravity was interpolated from observed gravity values.
 AD7861
 AD7861;                    North         East    Units  Estimated Accuracy
 AD7861;SPC FL W     -   230,440.      210,060.      MT  (+/- 180 meters Scaled)
 AD7861
 AD7861                          SUPERSEDED SURVEY CONTROL
 AD7861
 AD7861  NGVD 29 (09/01/92)    0.970  (m)            3.18   (f) ADJUSTED    2 1
 AD7861
 AD7861.Superseded values are not recommended for survey control.
 AD7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7861.See file dsdata.txt to determine how the superseded data were derived.
 AD7861
 AD7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK103218(NAD 83)
 AD7861_MARKER: DJ = TIDAL STATION DISK
 AD7861_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7861_SP_SET: CONCRETE SEAWALL
 AD7861_STAMPING: NO 5 1973
 AD7861_MARK LOGO: NOS   
 AD7861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7861+STABILITY: SURFACE MOTION
 AD7861
 AD7861  HISTORY     - Date     Condition        Report By
 AD7861  HISTORY     - 1973     MONUMENTED       NOS
 AD7861  HISTORY     - 1984     GOOD             FLDNR
 AD7861  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7861  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7861  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7861
 AD7861                          STATION DESCRIPTION
 AD7861
 AD7861'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7861'4.45 MI SE FROM FORT MYERS BEACH.
 AD7861'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7861'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7861'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL
 AD7861'ALONG THE SOUTH END OF THE BOAT BASIN, 63.5 FEET EAST OF THE
 AD7861'SOUTHWEST CORNER OF THE BOAT BASIN.
 AD7861
 AD7861                          STATION RECOVERY (1996)
 AD7861
 AD7861'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7861'MARK NOT FOUND.
 AD7861
 AD7861                          STATION RECOVERY (1998)
 AD7861
 AD7861'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7861'MARK NOT FOUND.
 AD7861
 AD7861                          STATION RECOVERY (2004)
 AD7861
 AD7861'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7861'NEW SEAWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7863 ***********************************************************************
 AD7863  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7863  DESIGNATION -  872 5351 TIDAL 1
 AD7863  PID         -  AD7863
 AD7863  STATE/COUNTY-  FL/LEE
 AD7863  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7863
 AD7863                         *CURRENT SURVEY CONTROL
 AD7863  ___________________________________________________________________
 AD7863* NAD 83(1986)-  26 26 18.     (N)    081 55 07.     (W)     SCALED    
 AD7863* NAVD 88     -         0.681  (meters)       2.23   (feet)  POSTED    
 AD7863  ___________________________________________________________________
 AD7863  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AD7863  DYNAMIC HT  -           0.680 (meters)       2.23  (feet)  COMP
 AD7863  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 AD7863
 AD7863  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7863
 AD7863.The horizontal coordinates were scaled from a topographic map and have
 AD7863.an estimated accuracy of +/- 6 seconds.
 AD7863
 AD7863.The orthometric height was determined by differential leveling
 AD7863.and adjusted by the National Geodetic Survey in 1992..
 AD7863.No vertical observational check was made to the station.
 AD7863.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7863.was located on a no-check spur therefore a value was not computed.
 AD7863
 AD7863.This Tidal Bench Mark is designated as VM 7288
 AD7863.by the Center for Operational Oceanographic Products and Services.
 AD7863
 AD7863.The geoid height was determined by GEOID03.
 AD7863
 AD7863.The dynamic height is computed by dividing the NAVD 88
 AD7863.geopotential number by the normal gravity value computed on the
 AD7863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7863.degrees latitude (g = 980.6199 gals.).
 AD7863
 AD7863.The modeled gravity was interpolated from observed gravity values.
 AD7863
 AD7863;                    North         East    Units  Estimated Accuracy
 AD7863;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7863
 AD7863                          SUPERSEDED SURVEY CONTROL
 AD7863
 AD7863  NGVD 29 (09/01/92)    1.044  (m)            3.43   (f) ADJUSTED    2 1
 AD7863
 AD7863.Superseded values are not recommended for survey control.
 AD7863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7863.See file dsdata.txt to determine how the superseded data were derived.
 AD7863
 AD7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7863_MARKER: DJ = TIDAL STATION DISK
 AD7863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7863_SP_SET: CONCRETE SEAWALL
 AD7863_STAMPING: NO 1 1973
 AD7863_MARK LOGO: NOS   
 AD7863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7863+STABILITY: SURFACE MOTION
 AD7863
 AD7863  HISTORY     - Date     Condition        Report By
 AD7863  HISTORY     - 1973     MONUMENTED       NOS
 AD7863  HISTORY     - 1984     GOOD             FLDNR
 AD7863  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7863  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7863  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7863
 AD7863                          STATION DESCRIPTION
 AD7863
 AD7863'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7863'2.35 MI SE FROM FORT MYERS BEACH.
 AD7863'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7863'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7863'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7863'SEAWALL SOUTHEAST OF THE MARINA, 73.7 FEET SOUTHEAST OF A BEND IN THE
 AD7863'SEAWALL NORTH OF THE DOCK FOR THE UTLEY RESIDENCE, AND 7O.5 FEET
 AD7863'SOUTHEAST OF TIDAL BENCH MARK NO 2 1973.
 AD7863
 AD7863                          STATION RECOVERY (1996)
 AD7863
 AD7863'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7863'MARK NOT FOUND.
 AD7863
 AD7863                          STATION RECOVERY (1998)
 AD7863
 AD7863'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7863'MARK NOT FOUND.
 AD7863
 AD7863                          STATION RECOVERY (2004)
 AD7863
 AD7863'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7864 ***********************************************************************
 AD7864  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7864  DESIGNATION -  872 5351 TIDAL 2
 AD7864  PID         -  AD7864
 AD7864  STATE/COUNTY-  FL/LEE
 AD7864  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7864
 AD7864                         *CURRENT SURVEY CONTROL
 AD7864  ___________________________________________________________________
 AD7864* NAD 83(1986)-  26 26 18.     (N)    081 55 07.     (W)     SCALED    
 AD7864* NAVD 88     -         0.689  (meters)       2.26   (feet)  POSTED    
 AD7864  ___________________________________________________________________
 AD7864  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AD7864  DYNAMIC HT  -           0.690 (meters)       2.26  (feet)  COMP
 AD7864  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 AD7864
 AD7864  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7864
 AD7864.The horizontal coordinates were scaled from a topographic map and have
 AD7864.an estimated accuracy of +/- 6 seconds.
 AD7864
 AD7864.The orthometric height was determined by differential leveling
 AD7864.and adjusted by the National Geodetic Survey in 1992..
 AD7864.No vertical observational check was made to the station.
 AD7864.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7864.was located on a no-check spur therefore a value was not computed.
 AD7864
 AD7864.This Tidal Bench Mark is designated as VM 7289
 AD7864.by the Center for Operational Oceanographic Products and Services.
 AD7864
 AD7864.The geoid height was determined by GEOID03.
 AD7864
 AD7864.The dynamic height is computed by dividing the NAVD 88
 AD7864.geopotential number by the normal gravity value computed on the
 AD7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7864.degrees latitude (g = 980.6199 gals.).
 AD7864
 AD7864.The modeled gravity was interpolated from observed gravity values.
 AD7864
 AD7864;                    North         East    Units  Estimated Accuracy
 AD7864;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7864
 AD7864                          SUPERSEDED SURVEY CONTROL
 AD7864
 AD7864  NGVD 29 (09/01/92)    1.052  (m)            3.45   (f) ADJUSTED    2 1
 AD7864
 AD7864.Superseded values are not recommended for survey control.
 AD7864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7864.See file dsdata.txt to determine how the superseded data were derived.
 AD7864
 AD7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7864_MARKER: DJ = TIDAL STATION DISK
 AD7864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7864_SP_SET: CONCRETE SEAWALL
 AD7864_STAMPING: NO 2 1973
 AD7864_MARK LOGO: NOS   
 AD7864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7864+STABILITY: SURFACE MOTION
 AD7864
 AD7864  HISTORY     - Date     Condition        Report By
 AD7864  HISTORY     - 1973     MONUMENTED       NOS
 AD7864  HISTORY     - 1984     GOOD             FLDNR
 AD7864  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7864  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7864  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7864
 AD7864                          STATION DESCRIPTION
 AD7864
 AD7864'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7864'2.35 MI SE FROM FORT MYERS BEACH.
 AD7864'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7864'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7864'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7864'MARINA SEAWALL AT THE SOUTHEAST CORNER OF THE MARINA, 23.4 FEET
 AD7864'SOUTHEAST OF THE CURBING AT THE BOAT RAMP, 70.5 FEET NORTHWEST OF
 AD7864'TIDAL BENCH MARK NO 1 1973, AND 58.5 FEET SOUTHEAST OF TIDAL BENCH
 AD7864'MARK NO 3 1973.
 AD7864
 AD7864                          STATION RECOVERY (1996)
 AD7864
 AD7864'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7864'MARK NOT FOUND.
 AD7864
 AD7864                          STATION RECOVERY (1998)
 AD7864
 AD7864'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7864'MARK NOT FOUND.
 AD7864
 AD7864                          STATION RECOVERY (2004)
 AD7864
 AD7864'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7865 ***********************************************************************
 AD7865  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7865  DESIGNATION -  872 5351 TIDAL 3
 AD7865  PID         -  AD7865
 AD7865  STATE/COUNTY-  FL/LEE
 AD7865  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7865
 AD7865                         *CURRENT SURVEY CONTROL
 AD7865  ___________________________________________________________________
 AD7865* NAD 83(1986)-  26 26 18.     (N)    081 55 07.     (W)     SCALED    
 AD7865* NAVD 88     -         0.699  (meters)       2.29   (feet)  POSTED    
 AD7865  ___________________________________________________________________
 AD7865  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AD7865  DYNAMIC HT  -           0.700 (meters)       2.30  (feet)  COMP
 AD7865  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 AD7865
 AD7865  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7865
 AD7865.The horizontal coordinates were scaled from a topographic map and have
 AD7865.an estimated accuracy of +/- 6 seconds.
 AD7865
 AD7865.The orthometric height was determined by differential leveling
 AD7865.and adjusted by the National Geodetic Survey in 1992..
 AD7865.No vertical observational check was made to the station.
 AD7865.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7865.was located on a no-check spur therefore a value was not computed.
 AD7865
 AD7865.This Tidal Bench Mark is designated as VM 7290
 AD7865.by the Center for Operational Oceanographic Products and Services.
 AD7865
 AD7865.The geoid height was determined by GEOID03.
 AD7865
 AD7865.The dynamic height is computed by dividing the NAVD 88
 AD7865.geopotential number by the normal gravity value computed on the
 AD7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7865.degrees latitude (g = 980.6199 gals.).
 AD7865
 AD7865.The modeled gravity was interpolated from observed gravity values.
 AD7865
 AD7865;                    North         East    Units  Estimated Accuracy
 AD7865;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7865
 AD7865                          SUPERSEDED SURVEY CONTROL
 AD7865
 AD7865  NGVD 29 (09/01/92)    1.062  (m)            3.48   (f) ADJUSTED    2 1
 AD7865
 AD7865.Superseded values are not recommended for survey control.
 AD7865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7865.See file dsdata.txt to determine how the superseded data were derived.
 AD7865
 AD7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7865_MARKER: DJ = TIDAL STATION DISK
 AD7865_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7865_SP_SET: CONCRETE SEAWALL
 AD7865_STAMPING: NO 3 1973
 AD7865_MARK LOGO: NOS   
 AD7865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7865+STABILITY: SURFACE MOTION
 AD7865
 AD7865  HISTORY     - Date     Condition        Report By
 AD7865  HISTORY     - 1973     MONUMENTED       NOS
 AD7865  HISTORY     - 1984     GOOD             FLDNR
 AD7865  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7865  HISTORY     - 19980216 GOOD             USPSQD
 AD7865  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7865
 AD7865                          STATION DESCRIPTION
 AD7865
 AD7865'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7865'2.35 MI SE FROM FORT MYERS BEACH.
 AD7865'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7865'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7865'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7865'MARINA SEAWALL ADJACENT TO THE GAS PUMPS, 11 FEET NORTHWEST OF THE
 AD7865'BOAT LAUNCH, AND 58.5 FEET NORTHWEST OF TIDAL BENCH MARK NO 2 1973.
 AD7865
 AD7865                          STATION RECOVERY (1996)
 AD7865
 AD7865'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7865'MARK NOT FOUND.
 AD7865
 AD7865                          STATION RECOVERY (1998)
 AD7865
 AD7865'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7865'RECOVERED IN GOOD CONDITION.
 AD7865
 AD7865                          STATION RECOVERY (2004)
 AD7865
 AD7865'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7866 ***********************************************************************
 AD7866  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7866  DESIGNATION -  872 5351 TIDAL 4
 AD7866  PID         -  AD7866
 AD7866  STATE/COUNTY-  FL/LEE
 AD7866  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7866
 AD7866                         *CURRENT SURVEY CONTROL
 AD7866  ___________________________________________________________________
 AD7866* NAD 83(1986)-  26 26 18.     (N)    081 55 07.     (W)     SCALED    
 AD7866* NAVD 88     -         0.705  (meters)       2.31   (feet)  POSTED    
 AD7866  ___________________________________________________________________
 AD7866  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AD7866  DYNAMIC HT  -           0.700 (meters)       2.30  (feet)  COMP
 AD7866  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 AD7866
 AD7866  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7866
 AD7866.The horizontal coordinates were scaled from a topographic map and have
 AD7866.an estimated accuracy of +/- 6 seconds.
 AD7866
 AD7866.The orthometric height was determined by differential leveling
 AD7866.and adjusted by the National Geodetic Survey in 1992..
 AD7866.No vertical observational check was made to the station.
 AD7866.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7866.was located on a no-check spur therefore a value was not computed.
 AD7866
 AD7866.This Tidal Bench Mark is designated as VM 7291
 AD7866.by the Center for Operational Oceanographic Products and Services.
 AD7866
 AD7866.The geoid height was determined by GEOID03.
 AD7866
 AD7866.The dynamic height is computed by dividing the NAVD 88
 AD7866.geopotential number by the normal gravity value computed on the
 AD7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7866.degrees latitude (g = 980.6199 gals.).
 AD7866
 AD7866.The modeled gravity was interpolated from observed gravity values.
 AD7866
 AD7866;                    North         East    Units  Estimated Accuracy
 AD7866;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7866
 AD7866                          SUPERSEDED SURVEY CONTROL
 AD7866
 AD7866  NGVD 29 (09/01/92)    1.067  (m)            3.50   (f) ADJUSTED    2 1
 AD7866
 AD7866.Superseded values are not recommended for survey control.
 AD7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7866.See file dsdata.txt to determine how the superseded data were derived.
 AD7866
 AD7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7866_MARKER: DJ = TIDAL STATION DISK
 AD7866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7866_SP_SET: CONCRETE SEAWALL
 AD7866_STAMPING: NO 4 1973
 AD7866_MARK LOGO: NOS   
 AD7866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7866+STABILITY: SURFACE MOTION
 AD7866
 AD7866  HISTORY     - Date     Condition        Report By
 AD7866  HISTORY     - 1973     MONUMENTED       NOS
 AD7866  HISTORY     - 1984     GOOD             FLDNR
 AD7866  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7866  HISTORY     - 19980216 GOOD             USPSQD
 AD7866  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7866
 AD7866                          STATION DESCRIPTION
 AD7866
 AD7866'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7866'2.35 MI SE FROM FORT MYERS BEACH.
 AD7866'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7866'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7866'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7866'MARINA SEAWALL, 73.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AD7866'SEAWALL, AND 71.3 FEET NORTH OF THE BOAT LAUNCH.
 AD7866
 AD7866                          STATION RECOVERY (1996)
 AD7866
 AD7866'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7866'MARK NOT FOUND.
 AD7866
 AD7866                          STATION RECOVERY (1998)
 AD7866
 AD7866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7866'RECOVERED IN GOOD CONDITION.
 AD7866
 AD7866                          STATION RECOVERY (2004)
 AD7866
 AD7866'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7867 ***********************************************************************
 AD7867  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7867  DESIGNATION -  872 5351 TIDAL 5
 AD7867  PID         -  AD7867
 AD7867  STATE/COUNTY-  FL/LEE
 AD7867  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7867
 AD7867                         *CURRENT SURVEY CONTROL
 AD7867  ___________________________________________________________________
 AD7867* NAD 83(1986)-  26 26 18.     (N)    081 55 07.     (W)     SCALED    
 AD7867* NAVD 88     -         1.051  (meters)       3.45   (feet)  POSTED    
 AD7867  ___________________________________________________________________
 AD7867  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AD7867  DYNAMIC HT  -           1.050 (meters)       3.44  (feet)  COMP
 AD7867  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 AD7867
 AD7867  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7867
 AD7867.The horizontal coordinates were scaled from a topographic map and have
 AD7867.an estimated accuracy of +/- 6 seconds.
 AD7867
 AD7867.The orthometric height was determined by differential leveling
 AD7867.and adjusted by the National Geodetic Survey in 1992..
 AD7867.No vertical observational check was made to the station.
 AD7867.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7867.was located on a no-check spur therefore a value was not computed.
 AD7867
 AD7867.This Tidal Bench Mark is designated as VM 7292
 AD7867.by the Center for Operational Oceanographic Products and Services.
 AD7867
 AD7867.The geoid height was determined by GEOID03.
 AD7867
 AD7867.The dynamic height is computed by dividing the NAVD 88
 AD7867.geopotential number by the normal gravity value computed on the
 AD7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7867.degrees latitude (g = 980.6199 gals.).
 AD7867
 AD7867.The modeled gravity was interpolated from observed gravity values.
 AD7867
 AD7867;                    North         East    Units  Estimated Accuracy
 AD7867;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7867
 AD7867                          SUPERSEDED SURVEY CONTROL
 AD7867
 AD7867  NGVD 29 (09/01/92)    1.414  (m)            4.64   (f) ADJUSTED    2 1
 AD7867
 AD7867.Superseded values are not recommended for survey control.
 AD7867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7867.See file dsdata.txt to determine how the superseded data were derived.
 AD7867
 AD7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7867_MARKER: DJ = TIDAL STATION DISK
 AD7867_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7867+WITH SETTING: PAVEMENT
 AD7867_SP_SET: CONCRETE PLATFORM
 AD7867_STAMPING: NO 5 1973
 AD7867_MARK LOGO: NOS   
 AD7867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7867+STABILITY: SURFACE MOTION
 AD7867
 AD7867  HISTORY     - Date     Condition        Report By
 AD7867  HISTORY     - 1973     MONUMENTED       NOS
 AD7867  HISTORY     - 1984     GOOD             FLDNR
 AD7867  HISTORY     - 19961203 GOOD             USPSQD
 AD7867  HISTORY     - 19980216 GOOD             USPSQD
 AD7867  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7867
 AD7867                          STATION DESCRIPTION
 AD7867
 AD7867'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7867'2.35 MI SE FROM FORT MYERS BEACH.
 AD7867'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7867'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7867'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE TOP
 AD7867'OF A CONCRETE PLATFORM AT THE NORTH CORNER OF THE MARINA BUILDING,
 AD7867'10.2 FEET SOUTHWEST OF THE NORTH CORNER OF THE PLATFORM.
 AD7867
 AD7867                          STATION RECOVERY (1996)
 AD7867
 AD7867'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7867'RECOVERED IN GOOD CONDITION.
 AD7867
 AD7867                          STATION RECOVERY (1998)
 AD7867
 AD7867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7867'RECOVERED IN GOOD CONDITION.
 AD7867
 AD7867                          STATION RECOVERY (2004)
 AD7867
 AD7867'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9344 ***********************************************************************
 AG9344  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9344  DESIGNATION -  872 5362 A TIDAL
 AG9344  PID         -  AG9344
 AG9344  STATE/COUNTY-  FL/LEE
 AG9344  USGS QUAD   -  SANIBEL (1987)
 AG9344
 AG9344                         *CURRENT SURVEY CONTROL
 AG9344  ___________________________________________________________________
 AG9344* NAD 83(1986)-  26 26 34.     (N)    082 04 57.     (W)     SCALED    
 AG9344* NAVD 88     -         0.887  (meters)       2.91   (feet)  POSTED    
 AG9344  ___________________________________________________________________
 AG9344  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AG9344  DYNAMIC HT  -           0.890 (meters)       2.92  (feet)  COMP
 AG9344  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 AG9344
 AG9344  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9344
 AG9344.The horizontal coordinates were scaled from a topographic map and have
 AG9344.an estimated accuracy of +/- 6 seconds.
 AG9344
 AG9344.The orthometric height was determined by differential leveling
 AG9344.and adjusted by the National Geodetic Survey in 1992..
 AG9344.No vertical observational check was made to the station.
 AG9344.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9344.was located on a no-check spur therefore a value was not computed.
 AG9344
 AG9344.This Tidal Bench Mark is designated as VM 7293
 AG9344.by the Center for Operational Oceanographic Products and Services.
 AG9344
 AG9344.The geoid height was determined by GEOID03.
 AG9344
 AG9344.The dynamic height is computed by dividing the NAVD 88
 AG9344.geopotential number by the normal gravity value computed on the
 AG9344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9344.degrees latitude (g = 980.6199 gals.).
 AG9344
 AG9344.The modeled gravity was interpolated from observed gravity values.
 AG9344
 AG9344;                    North         East    Units  Estimated Accuracy
 AG9344;SPC FL W     -   233,670.      191,770.      MT  (+/- 180 meters Scaled)
 AG9344
 AG9344                          SUPERSEDED SURVEY CONTROL
 AG9344
 AG9344  NGVD 29 (09/01/92)    1.248  (m)            4.09   (f) ADJUSTED    2 1
 AG9344
 AG9344.Superseded values are not recommended for survey control.
 AG9344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9344.See file dsdata.txt to determine how the superseded data were derived.
 AG9344
 AG9344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920251(NAD 83)
 AG9344_MARKER: DJ = TIDAL STATION DISK
 AG9344_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG9344+WITH SETTING: PAVEMENT
 AG9344_SP_SET: CONCRETE BASE
 AG9344_STAMPING: 5362 A 1977
 AG9344_MARK LOGO: NOS   
 AG9344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9344+STABILITY: SURFACE MOTION
 AG9344
 AG9344  HISTORY     - Date     Condition        Report By
 AG9344  HISTORY     - 1977     MONUMENTED       NOS
 AG9344  HISTORY     - 1984     GOOD             FLDNR
 AG9344  HISTORY     - 19960121 GOOD             USPSQD
 AG9344  HISTORY     - 20060210 MARK NOT FOUND   USPSQD
 AG9344
 AG9344                          STATION DESCRIPTION
 AG9344
 AG9344'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9344'0.6 MI NW FROM SANIBEL.
 AG9344'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9344'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9344'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9344'MARINA AND THE MARK.  THE MARK BEARS 11 FEET NORTH OF THE NORTHEAST
 AG9344'CORNER OF THE BAIT AND TACKLE SHOP, 2.3 FEET SOUTHWEST OF THE EAST
 AG9344'END OF THE SEAWALL, 1.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AG9344'WALK-IN FREEZER, AND IS SET IN THE CONCRETE BASE FOR THE FREEZER.
 AG9344
 AG9344                          STATION RECOVERY (1996)
 AG9344
 AG9344'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9344'RECOVERED IN GOOD CONDITION.
 AG9344
 AG9344                          STATION RECOVERY (2006)
 AG9344
 AG9344'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AG9344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9345 ***********************************************************************
 AG9345  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9345  DESIGNATION -  872 5362 B TIDAL
 AG9345  PID         -  AG9345
 AG9345  STATE/COUNTY-  FL/LEE
 AG9345  USGS QUAD   -  SANIBEL (1987)
 AG9345
 AG9345                         *CURRENT SURVEY CONTROL
 AG9345  ___________________________________________________________________
 AG9345* NAD 83(1986)-  26 26 34.     (N)    082 04 57.     (W)     SCALED    
 AG9345* NAVD 88     -         0.573  (meters)       1.88   (feet)  POSTED    
 AG9345  ___________________________________________________________________
 AG9345  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AG9345  DYNAMIC HT  -           0.570 (meters)       1.87  (feet)  COMP
 AG9345  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 AG9345
 AG9345  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9345
 AG9345.The horizontal coordinates were scaled from a topographic map and have
 AG9345.an estimated accuracy of +/- 6 seconds.
 AG9345
 AG9345.The orthometric height was determined by differential leveling
 AG9345.and adjusted by the National Geodetic Survey in 1992..
 AG9345.No vertical observational check was made to the station.
 AG9345.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9345.was located on a no-check spur therefore a value was not computed.
 AG9345
 AG9345.This Tidal Bench Mark is designated as VM 7294
 AG9345.by the Center for Operational Oceanographic Products and Services.
 AG9345
 AG9345.The geoid height was determined by GEOID03.
 AG9345
 AG9345.The dynamic height is computed by dividing the NAVD 88
 AG9345.geopotential number by the normal gravity value computed on the
 AG9345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9345.degrees latitude (g = 980.6199 gals.).
 AG9345
 AG9345.The modeled gravity was interpolated from observed gravity values.
 AG9345
 AG9345;                    North         East    Units  Estimated Accuracy
 AG9345;SPC FL W     -   233,670.      191,770.      MT  (+/- 180 meters Scaled)
 AG9345
 AG9345                          SUPERSEDED SURVEY CONTROL
 AG9345
 AG9345  NGVD 29 (09/01/92)    0.934  (m)            3.06   (f) ADJUSTED    2 1
 AG9345
 AG9345.Superseded values are not recommended for survey control.
 AG9345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9345.See file dsdata.txt to determine how the superseded data were derived.
 AG9345
 AG9345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920251(NAD 83)
 AG9345_MARKER: DJ = TIDAL STATION DISK
 AG9345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG9345_SP_SET: CONCRETE WALKWAY
 AG9345_STAMPING: 5362 B 1977
 AG9345_MARK LOGO: NOS   
 AG9345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9345
 AG9345  HISTORY     - Date     Condition        Report By
 AG9345  HISTORY     - 1977     MONUMENTED       NOS
 AG9345  HISTORY     - 1984     GOOD             FLDNR
 AG9345  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AG9345
 AG9345                          STATION DESCRIPTION
 AG9345
 AG9345'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9345'0.6 MI NW FROM SANIBEL.
 AG9345'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9345'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9345'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9345'MARINA AND THE MARK.  THE MARK BEARS 25 FEET WEST-NORTHWEST OF THE
 AG9345'NORTHWEST CORNER OF THE BAIT AND TACKLE SHOP, 22 FEET SOUTH-SOUTHEAST
 AG9345'OF THE NORTHEAST CORNER OF THE GIFT SHOP, 3.5 FEET EAST OF THE GIFT
 AG9345'SHOP WALL, AND IS SET IN THE WALKWAY.
 AG9345
 AG9345                          STATION RECOVERY (1996)
 AG9345
 AG9345'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9346 ***********************************************************************
 AG9346  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9346  DESIGNATION -  872 5362 C TIDAL
 AG9346  PID         -  AG9346
 AG9346  STATE/COUNTY-  FL/LEE
 AG9346  USGS QUAD   -  SANIBEL (1987)
 AG9346
 AG9346                         *CURRENT SURVEY CONTROL
 AG9346  ___________________________________________________________________
 AG9346* NAD 83(1986)-  26 26 34.     (N)    082 04 57.     (W)     SCALED    
 AG9346* NAVD 88     -         0.566  (meters)       1.86   (feet)  POSTED    
 AG9346  ___________________________________________________________________
 AG9346  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AG9346  DYNAMIC HT  -           0.570 (meters)       1.87  (feet)  COMP
 AG9346  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 AG9346
 AG9346  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9346
 AG9346.The horizontal coordinates were scaled from a topographic map and have
 AG9346.an estimated accuracy of +/- 6 seconds.
 AG9346
 AG9346.The orthometric height was determined by differential leveling
 AG9346.and adjusted by the National Geodetic Survey in 1992..
 AG9346.No vertical observational check was made to the station.
 AG9346.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9346.was located on a no-check spur therefore a value was not computed.
 AG9346
 AG9346.This Tidal Bench Mark is designated as VM 7295
 AG9346.by the Center for Operational Oceanographic Products and Services.
 AG9346
 AG9346.The geoid height was determined by GEOID03.
 AG9346
 AG9346.The dynamic height is computed by dividing the NAVD 88
 AG9346.geopotential number by the normal gravity value computed on the
 AG9346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9346.degrees latitude (g = 980.6199 gals.).
 AG9346
 AG9346.The modeled gravity was interpolated from observed gravity values.
 AG9346
 AG9346;                    North         East    Units  Estimated Accuracy
 AG9346;SPC FL W     -   233,670.      191,770.      MT  (+/- 180 meters Scaled)
 AG9346
 AG9346                          SUPERSEDED SURVEY CONTROL
 AG9346
 AG9346  NGVD 29 (09/01/92)    0.927  (m)            3.04   (f) ADJUSTED    2 1
 AG9346
 AG9346.Superseded values are not recommended for survey control.
 AG9346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9346.See file dsdata.txt to determine how the superseded data were derived.
 AG9346
 AG9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920251(NAD 83)
 AG9346_MARKER: DJ = TIDAL STATION DISK
 AG9346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9346_SP_SET: CONCRETE SEAWALL
 AG9346_STAMPING: 5362 C 1977
 AG9346_MARK LOGO: NOS   
 AG9346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9346+STABILITY: SURFACE MOTION
 AG9346
 AG9346  HISTORY     - Date     Condition        Report By
 AG9346  HISTORY     - 1977     MONUMENTED       NOS
 AG9346  HISTORY     - 1984     GOOD             FLDNR
 AG9346  HISTORY     - 19960314 MARK NOT FOUND   USPSQD
 AG9346
 AG9346                          STATION DESCRIPTION
 AG9346
 AG9346'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9346'0.6 MI NW FROM SANIBEL.
 AG9346'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9346'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9346'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9346'MARINA AND THE MARK.  THE MARK BEARS WEST OF THE NORTHWEST CORNER OF
 AG9346'THE NORTHERNMOST CORNER OF THE SEAWALL.
 AG9346
 AG9346                          STATION RECOVERY (1996)
 AG9346
 AG9346'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9347 ***********************************************************************
 AG9347  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9347  DESIGNATION -  872 5362 E TIDAL
 AG9347  PID         -  AG9347
 AG9347  STATE/COUNTY-  FL/LEE
 AG9347  USGS QUAD   -  SANIBEL (1987)
 AG9347
 AG9347                         *CURRENT SURVEY CONTROL
 AG9347  ___________________________________________________________________
 AG9347* NAD 83(1986)-  26 26 34.     (N)    082 04 57.     (W)     SCALED    
 AG9347* NAVD 88     -         0.577  (meters)       1.89   (feet)  POSTED    
 AG9347  ___________________________________________________________________
 AG9347  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AG9347  DYNAMIC HT  -           0.580 (meters)       1.90  (feet)  COMP
 AG9347  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 AG9347
 AG9347  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9347
 AG9347.The horizontal coordinates were scaled from a topographic map and have
 AG9347.an estimated accuracy of +/- 6 seconds.
 AG9347
 AG9347.The orthometric height was determined by differential leveling
 AG9347.and adjusted by the National Geodetic Survey in 1992..
 AG9347.No vertical observational check was made to the station.
 AG9347.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9347.was located on a no-check spur therefore a value was not computed.
 AG9347
 AG9347.This Tidal Bench Mark is designated as VM 7296
 AG9347.by the Center for Operational Oceanographic Products and Services.
 AG9347
 AG9347.The geoid height was determined by GEOID03.
 AG9347
 AG9347.The dynamic height is computed by dividing the NAVD 88
 AG9347.geopotential number by the normal gravity value computed on the
 AG9347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9347.degrees latitude (g = 980.6199 gals.).
 AG9347
 AG9347.The modeled gravity was interpolated from observed gravity values.
 AG9347
 AG9347;                    North         East    Units  Estimated Accuracy
 AG9347;SPC FL W     -   233,670.      191,770.      MT  (+/- 180 meters Scaled)
 AG9347
 AG9347                          SUPERSEDED SURVEY CONTROL
 AG9347
 AG9347  NGVD 29 (09/01/92)    0.938  (m)            3.08   (f) ADJUSTED    2 1
 AG9347
 AG9347.Superseded values are not recommended for survey control.
 AG9347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9347.See file dsdata.txt to determine how the superseded data were derived.
 AG9347
 AG9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920251(NAD 83)
 AG9347_MARKER: DJ = TIDAL STATION DISK
 AG9347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9347_SP_SET: CONCRETE SEAWALL
 AG9347_STAMPING: 5362 E 1977
 AG9347_MARK LOGO: NOS   
 AG9347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9347+STABILITY: SURFACE MOTION
 AG9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9347+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 AG9347
 AG9347  HISTORY     - Date     Condition        Report By
 AG9347  HISTORY     - 1977     MONUMENTED       NOS
 AG9347  HISTORY     - 1984     GOOD             FLDNR
 AG9347  HISTORY     - 19960121 GOOD             USPSQD
 AG9347  HISTORY     - 20060209 GOOD             USPSQD
 AG9347
 AG9347                          STATION DESCRIPTION
 AG9347
 AG9347'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9347'0.6 MI NW FROM SANIBEL.
 AG9347'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9347'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9347'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9347'MARINA AND THE MARK.  THE MARK BEARS 38 FEET WEST OF THE SOUTHWEST
 AG9347'CORNER OF THE GIFT SHOP, 20 FEET EAST OF THE CENTERLINE OF THE BOAT
 AG9347'RAMP, AND 1 FOOT NORTH OF THE SOUTH END OF THE SEAWALL.
 AG9347
 AG9347                          STATION RECOVERY (1996)
 AG9347
 AG9347'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9347'RECOVERED IN GOOD CONDITION.
 AG9347
 AG9347                          STATION RECOVERY (2006)
 AG9347
 AG9347'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AG9347'STAMPING IS WORN OFF AND VERY DIFFICULT TO READ
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9348 ***********************************************************************
 AG9348  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9348  DESIGNATION -  872 5362 F TIDAL
 AG9348  PID         -  AG9348
 AG9348  STATE/COUNTY-  FL/LEE
 AG9348  USGS QUAD   -  SANIBEL (1987)
 AG9348
 AG9348                         *CURRENT SURVEY CONTROL
 AG9348  ___________________________________________________________________
 AG9348* NAD 83(1986)-  26 26 34.     (N)    082 04 57.     (W)     SCALED    
 AG9348* NAVD 88     -         0.698  (meters)       2.29   (feet)  POSTED    
 AG9348  ___________________________________________________________________
 AG9348  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AG9348  DYNAMIC HT  -           0.700 (meters)       2.30  (feet)  COMP
 AG9348  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 AG9348
 AG9348  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9348
 AG9348.The horizontal coordinates were scaled from a topographic map and have
 AG9348.an estimated accuracy of +/- 6 seconds.
 AG9348
 AG9348.The orthometric height was determined by differential leveling
 AG9348.and adjusted by the National Geodetic Survey in 1992..
 AG9348.No vertical observational check was made to the station.
 AG9348.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9348.was located on a no-check spur therefore a value was not computed.
 AG9348
 AG9348.This Tidal Bench Mark is designated as VM 7297
 AG9348.by the Center for Operational Oceanographic Products and Services.
 AG9348
 AG9348.The geoid height was determined by GEOID03.
 AG9348
 AG9348.The dynamic height is computed by dividing the NAVD 88
 AG9348.geopotential number by the normal gravity value computed on the
 AG9348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9348.degrees latitude (g = 980.6199 gals.).
 AG9348
 AG9348.The modeled gravity was interpolated from observed gravity values.
 AG9348
 AG9348;                    North         East    Units  Estimated Accuracy
 AG9348;SPC FL W     -   233,670.      191,770.      MT  (+/- 180 meters Scaled)
 AG9348
 AG9348                          SUPERSEDED SURVEY CONTROL
 AG9348
 AG9348  NGVD 29 (09/01/92)    1.060  (m)            3.48   (f) ADJUSTED    2 1
 AG9348
 AG9348.Superseded values are not recommended for survey control.
 AG9348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9348.See file dsdata.txt to determine how the superseded data were derived.
 AG9348
 AG9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920251(NAD 83)
 AG9348_MARKER: DJ = TIDAL STATION DISK
 AG9348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9348_SP_SET: CONCRETE SEAWALL
 AG9348_STAMPING: 5362 F 1977
 AG9348_MARK LOGO: NOS   
 AG9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9348+STABILITY: SURFACE MOTION
 AG9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9348+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 AG9348
 AG9348  HISTORY     - Date     Condition        Report By
 AG9348  HISTORY     - 1977     MONUMENTED       NOS
 AG9348  HISTORY     - 1984     GOOD             FLDNR
 AG9348  HISTORY     - 19960121 GOOD             USPSQD
 AG9348  HISTORY     - 20060209 GOOD             USPSQD
 AG9348
 AG9348                          STATION DESCRIPTION
 AG9348
 AG9348'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9348'0.6 MI NW FROM SANIBEL.
 AG9348'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9348'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9348'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9348'MARINA AND THE MARK.  THE MARK BEARS 18 FEET NORTH OF THE NORTHWEST
 AG9348'CORNER OF THE MARINA RESIDENCE, 11.5 FEET WEST OF THE EAST END OF THE
 AG9348'SEAWALL IN FRONT OF THE HOUSE, AND 60.5 FEET WEST OF THE CENTERLINE
 AG9348'OF THE BOAT RAMP.
 AG9348
 AG9348                          STATION RECOVERY (1996)
 AG9348
 AG9348'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9348'RECOVERED IN GOOD CONDITION.
 AG9348
 AG9348                          STATION RECOVERY (2006)
 AG9348
 AG9348'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AG9348'STAMPING IS WORN OFF AND VERY DIFFICULT TO READ
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7850 ***********************************************************************
 AD7850  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7850  DESIGNATION -  872 5366 D TIDAL
 AD7850  PID         -  AD7850
 AD7850  STATE/COUNTY-  FL/LEE
 AD7850  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7850
 AD7850                         *CURRENT SURVEY CONTROL
 AD7850  ___________________________________________________________________
 AD7850* NAD 83(1986)-  26 27 24.     (N)    081 57 14.     (W)     SCALED    
 AD7850* NAVD 88     -         0.722  (meters)       2.37   (feet)  POSTED    
 AD7850  ___________________________________________________________________
 AD7850  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7850  DYNAMIC HT  -           0.720 (meters)       2.36  (feet)  COMP
 AD7850  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AD7850
 AD7850  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7850
 AD7850.The horizontal coordinates were scaled from a topographic map and have
 AD7850.an estimated accuracy of +/- 6 seconds.
 AD7850
 AD7850.The orthometric height was determined by differential leveling
 AD7850.and adjusted by the National Geodetic Survey in 1992..
 AD7850.No vertical observational check was made to the station.
 AD7850.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7850.was located on a no-check spur therefore a value was not computed.
 AD7850
 AD7850.This Tidal Bench Mark is designated as VM 7301
 AD7850.by the Center for Operational Oceanographic Products and Services.
 AD7850
 AD7850.The geoid height was determined by GEOID03.
 AD7850
 AD7850.The dynamic height is computed by dividing the NAVD 88
 AD7850.geopotential number by the normal gravity value computed on the
 AD7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7850.degrees latitude (g = 980.6199 gals.).
 AD7850
 AD7850.The modeled gravity was interpolated from observed gravity values.
 AD7850
 AD7850;                    North         East    Units  Estimated Accuracy
 AD7850;SPC FL W     -   235,210.      204,600.      MT  (+/- 180 meters Scaled)
 AD7850
 AD7850                          SUPERSEDED SURVEY CONTROL
 AD7850
 AD7850  NGVD 29 (09/01/92)    1.082  (m)            3.55   (f) ADJUSTED    2 1
 AD7850
 AD7850.Superseded values are not recommended for survey control.
 AD7850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7850.See file dsdata.txt to determine how the superseded data were derived.
 AD7850
 AD7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK049266(NAD 83)
 AD7850_MARKER: DJ = TIDAL STATION DISK
 AD7850_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD7850_SP_SET: BRIDGE PIER FOUNDATION
 AD7850_STAMPING: 5366 D 1984
 AD7850_MARK LOGO: NOS   
 AD7850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD7850+STABILITY: POSITION/ELEVATION WELL
 AD7850
 AD7850  HISTORY     - Date     Condition        Report By
 AD7850  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7850  HISTORY     - 19961203 GOOD             USPSQD
 AD7850  HISTORY     - 19980202 GOOD             USPSQD
 AD7850  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD7850
 AD7850                          STATION DESCRIPTION
 AD7850
 AD7850'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7850'IN FORT MYERS BEACH.
 AD7850'THE MARK IS SET IN THE FOUNDATION FOR THE SEVENTH BRIDGE PIER NORTH
 AD7850'OF THE SOUTH END OF THE BRIDGE OVER MATANZAS PASS, 1.5 FEET WEST OF
 AD7850'THE WESTERNMOST PILE, AND 11 FEET NORTHWEST OF THE STEPS TO THE
 AD7850'CATWALK UNDER THE BRIDGE.
 AD7850'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD7850
 AD7850                          STATION RECOVERY (1996)
 AD7850
 AD7850'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7850'RECOVERED IN GOOD CONDITION.
 AD7850
 AD7850                          STATION RECOVERY (1998)
 AD7850
 AD7850'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7850'RECOVERED IN GOOD CONDITION.
 AD7850
 AD7850                          STATION RECOVERY (2004)
 AD7850
 AD7850'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7850'NOW COVERED BY 3 INCHES OF ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7851 ***********************************************************************
 AD7851  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7851  DESIGNATION -  872 5366 E TIDAL
 AD7851  PID         -  AD7851
 AD7851  STATE/COUNTY-  FL/LEE
 AD7851  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7851
 AD7851                         *CURRENT SURVEY CONTROL
 AD7851  ___________________________________________________________________
 AD7851* NAD 83(1986)-  26 27 14.     (N)    081 57 13.     (W)     SCALED    
 AD7851* NAVD 88     -         1.785  (meters)       5.86   (feet)  POSTED    
 AD7851  ___________________________________________________________________
 AD7851  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AD7851  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 AD7851  MODELED GRAV-     979,066.1   (mgal)                       NAVD 88
 AD7851
 AD7851  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7851
 AD7851.The horizontal coordinates were scaled from a topographic map and have
 AD7851.an estimated accuracy of +/- 6 seconds.
 AD7851
 AD7851.The orthometric height was determined by differential leveling
 AD7851.and adjusted by the National Geodetic Survey in 1992..
 AD7851.No vertical observational check was made to the station.
 AD7851.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7851.was located on a no-check spur therefore a value was not computed.
 AD7851
 AD7851.This Tidal Bench Mark is designated as VM 7302
 AD7851.by the Center for Operational Oceanographic Products and Services.
 AD7851
 AD7851.The geoid height was determined by GEOID03.
 AD7851
 AD7851.The dynamic height is computed by dividing the NAVD 88
 AD7851.geopotential number by the normal gravity value computed on the
 AD7851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7851.degrees latitude (g = 980.6199 gals.).
 AD7851
 AD7851.The modeled gravity was interpolated from observed gravity values.
 AD7851
 AD7851;                    North         East    Units  Estimated Accuracy
 AD7851;SPC FL W     -   234,900.      204,630.      MT  (+/- 180 meters Scaled)
 AD7851
 AD7851                          SUPERSEDED SURVEY CONTROL
 AD7851
 AD7851  NGVD 29 (09/01/92)    2.146  (m)            7.04   (f) ADJUSTED    2 1
 AD7851
 AD7851.Superseded values are not recommended for survey control.
 AD7851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7851.See file dsdata.txt to determine how the superseded data were derived.
 AD7851
 AD7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK049263(NAD 83)
 AD7851_MARKER: DJ = TIDAL STATION DISK
 AD7851_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7851+WITH SETTING: PAVEMENT
 AD7851_SP_SET: LOADING PLATFORM
 AD7851_STAMPING: 5366 E 1984
 AD7851_MARK LOGO: NOS   
 AD7851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7851+STABILITY: SURFACE MOTION
 AD7851
 AD7851  HISTORY     - Date     Condition        Report By
 AD7851  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7851  HISTORY     - 19961203 GOOD             USPSQD
 AD7851  HISTORY     - 19980214 GOOD             USPSQD
 AD7851  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD7851
 AD7851                          STATION DESCRIPTION
 AD7851
 AD7851'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7851'IN FORT MYERS BEACH.
 AD7851'THE MARK IS AT THE U.S. POST OFFICE IN FORT MYERS BEACH, SET IN THE
 AD7851'TOP OF THE LOADING PLATFORM, 3 FEET SOUTHEAST OF THE NORTH CORNER OF
 AD7851'THE POST OFFICE.
 AD7851
 AD7851                          STATION RECOVERY (1996)
 AD7851
 AD7851'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7851'RECOVERED IN GOOD CONDITION.
 AD7851
 AD7851                          STATION RECOVERY (1998)
 AD7851
 AD7851'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7851'RECOVERED IN GOOD CONDITION.
 AD7851
 AD7851                          STATION RECOVERY (2004)
 AD7851
 AD7851'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7851'BUILDING TORN DOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7852 ***********************************************************************
 AD7852  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7852  DESIGNATION -  872 5366 F TIDAL
 AD7852  PID         -  AD7852
 AD7852  STATE/COUNTY-  FL/LEE
 AD7852  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7852
 AD7852                         *CURRENT SURVEY CONTROL
 AD7852  ___________________________________________________________________
 AD7852* NAD 83(1986)-  26 27 22.     (N)    081 57 16.     (W)     SCALED    
 AD7852* NAVD 88     -         6.890  (meters)      22.60   (feet)  POSTED    
 AD7852  ___________________________________________________________________
 AD7852  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AD7852  DYNAMIC HT  -           6.880 (meters)      22.57  (feet)  COMP
 AD7852  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AD7852
 AD7852  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7852
 AD7852.The horizontal coordinates were scaled from a topographic map and have
 AD7852.an estimated accuracy of +/- 6 seconds.
 AD7852
 AD7852.The orthometric height was determined by differential leveling
 AD7852.and adjusted by the National Geodetic Survey in 1992..
 AD7852.No vertical observational check was made to the station.
 AD7852.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7852.was located on a no-check spur therefore a value was not computed.
 AD7852
 AD7852.This Tidal Bench Mark is designated as VM 7303
 AD7852.by the Center for Operational Oceanographic Products and Services.
 AD7852
 AD7852.The geoid height was determined by GEOID03.
 AD7852
 AD7852.The dynamic height is computed by dividing the NAVD 88
 AD7852.geopotential number by the normal gravity value computed on the
 AD7852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7852.degrees latitude (g = 980.6199 gals.).
 AD7852
 AD7852.The modeled gravity was interpolated from observed gravity values.
 AD7852
 AD7852;                    North         East    Units  Estimated Accuracy
 AD7852;SPC FL W     -   235,150.      204,540.      MT  (+/- 180 meters Scaled)
 AD7852
 AD7852                          SUPERSEDED SURVEY CONTROL
 AD7852
 AD7852  NGVD 29 (09/01/92)    7.251  (m)           23.79   (f) ADJUSTED    2 1
 AD7852
 AD7852.Superseded values are not recommended for survey control.
 AD7852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7852.See file dsdata.txt to determine how the superseded data were derived.
 AD7852
 AD7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK048265(NAD 83)
 AD7852_MARKER: DB = BENCH MARK DISK
 AD7852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7852_SP_SET: BRIDGE RAILING
 AD7852_STAMPING: 5366 F
 AD7852_MARK LOGO: FLDT  
 AD7852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7852+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 AD7852
 AD7852  HISTORY     - Date     Condition        Report By
 AD7852  HISTORY     - UNK      MONUMENTED       FLDT
 AD7852  HISTORY     - 1984     GOOD             FLDNR
 AD7852  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7852  HISTORY     - 19980216 GOOD             USPSQD
 AD7852  HISTORY     - 20040329 GOOD             USPSQD
 AD7852  HISTORY     - 20060301 GOOD             USPSQD
 AD7852
 AD7852                          STATION DESCRIPTION
 AD7852
 AD7852'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7852'IN FORT MYERS BEACH.
 AD7852'THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL OVER THE SOUTHWEST
 AD7852'ABUTMENT OF THE BRIDGE OVER MATANZAS PASS, 20.5 FEET SOUTHEAST OF THE
 AD7852'CENTERLINE OF THE BRIDGE, AND 350 FEET NORTHEAST OF THE SOUTHWEST END
 AD7852'OF THE RAILING.
 AD7852'THE MARK IS 3 FT ABOVE HIGHWAY.
 AD7852
 AD7852                          STATION RECOVERY (1996)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7852'MARK NOT FOUND.
 AD7852
 AD7852                          STATION RECOVERY (1998)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7852'RECOVERED IN GOOD CONDITION.
 AD7852
 AD7852                          STATION RECOVERY (2004)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7852'RECOVERED IN GOOD CONDITION.
 AD7852
 AD7852                          STATION RECOVERY (2006)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 2006
 AD7852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7844 ***********************************************************************
 AD7844  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7844  DESIGNATION -  872 5366 G TIDAL
 AD7844  PID         -  AD7844
 AD7844  STATE/COUNTY-  FL/LEE
 AD7844  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7844
 AD7844                         *CURRENT SURVEY CONTROL
 AD7844  ___________________________________________________________________
 AD7844* NAD 83(1986)-  26 27 29.     (N)    081 57 12.     (W)     SCALED    
 AD7844* NAVD 88     -         6.848  (meters)      22.47   (feet)  POSTED    
 AD7844  ___________________________________________________________________
 AD7844  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7844  DYNAMIC HT  -           6.840 (meters)      22.44  (feet)  COMP
 AD7844  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 AD7844
 AD7844  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7844
 AD7844.The horizontal coordinates were scaled from a topographic map and have
 AD7844.an estimated accuracy of +/- 6 seconds.
 AD7844
 AD7844.The orthometric height was determined by differential leveling
 AD7844.and adjusted by the National Geodetic Survey in 1992..
 AD7844.No vertical observational check was made to the station.
 AD7844.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7844.was located on a no-check spur therefore a value was not computed.
 AD7844
 AD7844.This Tidal Bench Mark is designated as VM 7304
 AD7844.by the Center for Operational Oceanographic Products and Services.
 AD7844
 AD7844.The geoid height was determined by GEOID03.
 AD7844
 AD7844.The dynamic height is computed by dividing the NAVD 88
 AD7844.geopotential number by the normal gravity value computed on the
 AD7844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7844.degrees latitude (g = 980.6199 gals.).
 AD7844
 AD7844.The modeled gravity was interpolated from observed gravity values.
 AD7844
 AD7844;                    North         East    Units  Estimated Accuracy
 AD7844;SPC FL W     -   235,360.      204,650.      MT  (+/- 180 meters Scaled)
 AD7844
 AD7844                          SUPERSEDED SURVEY CONTROL
 AD7844
 AD7844  NGVD 29 (09/01/92)    7.209  (m)           23.65   (f) ADJUSTED    2 1
 AD7844
 AD7844.Superseded values are not recommended for survey control.
 AD7844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7844.See file dsdata.txt to determine how the superseded data were derived.
 AD7844
 AD7844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK049267(NAD 83)
 AD7844_MARKER: DB = BENCH MARK DISK
 AD7844_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7844_SP_SET: BRIDGE RAILING
 AD7844_STAMPING: 5366 G
 AD7844_MARK LOGO: FLDT  
 AD7844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7844
 AD7844  HISTORY     - Date     Condition        Report By
 AD7844  HISTORY     - UNK      MONUMENTED       FLDT
 AD7844  HISTORY     - 1984     GOOD             FLDNR
 AD7844  HISTORY     - 19961203 GOOD             USPSQD
 AD7844  HISTORY     - 19971215 GOOD             USPSQD
 AD7844  HISTORY     - 20040329 GOOD             USPSQD
 AD7844
 AD7844                          STATION DESCRIPTION
 AD7844
 AD7844'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7844'IN FORT MYERS BEACH.
 AD7844'THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL OVER THE NORTHEAST
 AD7844'ABUTMENT OF THE BRIDGE OVER MATANZAS PASS, 21 FEET NORTHWEST OF THE
 AD7844'CENTERLINE OF THE BRIDGE, AND 250 FEET SOUTHWEST OF THE NORTHEAST END
 AD7844'OF THE RAILING.
 AD7844'THE MARK IS 3 FT ABOVE HIGHWAY.
 AD7844
 AD7844                          STATION RECOVERY (1996)
 AD7844
 AD7844'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7844'RECOVERED IN GOOD CONDITION.
 AD7844
 AD7844                          STATION RECOVERY (1997)
 AD7844
 AD7844'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7844'RECOVERED IN GOOD CONDITION.
 AD7844
 AD7844                          STATION RECOVERY (2004)
 AD7844
 AD7844'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1372 ***********************************************************************
 AD1372  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1372  DESIGNATION -  872 5366 TIDAL 2
 AD1372  PID         -  AD1372
 AD1372  STATE/COUNTY-  FL/LEE
 AD1372  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD1372
 AD1372                         *CURRENT SURVEY CONTROL
 AD1372  ___________________________________________________________________
 AD1372* NAD 83(1986)-  26 27 22.     (N)    081 57 13.     (W)     SCALED    
 AD1372* NAVD 88     -         0.693  (meters)       2.27   (feet)  ADJUSTED  
 AD1372  ___________________________________________________________________
 AD1372  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD1372  DYNAMIC HT  -           0.692 (meters)       2.27  (feet)  COMP
 AD1372  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AD1372
 AD1372  VERT ORDER  -  FIRST     CLASS I
 AD1372
 AD1372.The horizontal coordinates were scaled from a topographic map and have
 AD1372.an estimated accuracy of +/- 6 seconds.
 AD1372
 AD1372.The orthometric height was determined by differential leveling
 AD1372.and adjusted by the National Geodetic Survey in June 1991..
 AD1372
 AD1372.This Tidal Bench Mark is designated as VM 7299
 AD1372.by the Center for Operational Oceanographic Products and Services.
 AD1372
 AD1372.The geoid height was determined by GEOID03.
 AD1372
 AD1372.The dynamic height is computed by dividing the NAVD 88
 AD1372.geopotential number by the normal gravity value computed on the
 AD1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1372.degrees latitude (g = 980.6199 gals.).
 AD1372
 AD1372.The modeled gravity was interpolated from observed gravity values.
 AD1372
 AD1372;                    North         East    Units  Estimated Accuracy
 AD1372;SPC FL W     -   235,150.      204,630.      MT  (+/- 180 meters Scaled)
 AD1372
 AD1372                          SUPERSEDED SURVEY CONTROL
 AD1372
 AD1372  NGVD 29 (09/01/92)    1.054  (m)            3.46   (f) ADJUSTED    1 1
 AD1372
 AD1372.Superseded values are not recommended for survey control.
 AD1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1372.See file dsdata.txt to determine how the superseded data were derived.
 AD1372
 AD1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK049265(NAD 83)
 AD1372_MARKER: DJ = TIDAL STATION DISK
 AD1372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1372_SP_SET: CONCRETE BULKHEAD
 AD1372_STAMPING: BM NO 2 1965
 AD1372_MARK LOGO: CGS   
 AD1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1372+STABILITY: SURFACE MOTION
 AD1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1372+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 AD1372
 AD1372  HISTORY     - Date     Condition        Report By
 AD1372  HISTORY     - 1965     MONUMENTED       CGS
 AD1372  HISTORY     - 1974     GOOD             NGS
 AD1372  HISTORY     - 1984     GOOD             FLDNR
 AD1372  HISTORY     - 19961203 GOOD             USPSQD
 AD1372  HISTORY     - 19980214 GOOD             USPSQD
 AD1372  HISTORY     - 20040329 GOOD             USPSQD
 AD1372  HISTORY     - 20050516 GOOD             USPSQD
 AD1372
 AD1372                          STATION DESCRIPTION
 AD1372
 AD1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1372'AT FORT MYERS BEACH.
 AD1372'AT FORT MYERS BEACH, IN SECTION 24, R 24 E, T 46 S, ALONG
 AD1372'ESTERO ISLAND, NEAR THE SOUTH END OF THE STATE HIGHWAY S 865 BRIDGE
 AD1372'OVER MATANZAS PASS, 296.9 FEET EAST OF THE CENTER LINE OF THE
 AD1372'HIGHWAY AT THE SOUTH END OF THE BRIDGE, 44 FEET EAST OF THE
 AD1372'EAST EDGE OF THE BOAT DOCK AT ROYS MARINA, 50 FEET WEST OF A
 AD1372'CURVE IN THE SEA WALL, 161.9 FEET EAST OF TIDAL 2 DESCRIBED,
 AD1372'ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF THE SEA WALL.
 AD1372
 AD1372                          STATION RECOVERY (1974)
 AD1372
 AD1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (1984)
 AD1372
 AD1372'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1372'RECOVERED IN GOOD CONDITION EXCEPT THE OLD BRIDGE IS GONE AND A NEW
 AD1372'ONE BUILT EAST OF THE OLD BRIDGE.  THE MARK IS 296.9 FEET EAST OF THE
 AD1372'CENTERLINE OF SAN CARLOS BOULEVARD, BEHIND THE ANCHOR INN RESTAURANT,
 AD1372'AT THE ANCHORS AWAY MARINA.
 AD1372
 AD1372                          STATION RECOVERY (1996)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (1998)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (2004)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (2005)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD1372'NEW STATION RECOVERY DESCRIPTION     THE MARK IS SET IN THE TOP OF THE
 AD1372'SEA WALL ON THE NORTHWEST SIDE OF THE MATANZAS INN RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7849 ***********************************************************************
 AD7849  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7849  DESIGNATION -  872 5368 TIDAL 1
 AD7849  PID         -  AD7849
 AD7849  STATE/COUNTY-  FL/LEE
 AD7849  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7849
 AD7849                         *CURRENT SURVEY CONTROL
 AD7849  ___________________________________________________________________
 AD7849* NAD 83(1986)-  26 27 38.     (N)    081 56 27.     (W)     SCALED    
 AD7849* NAVD 88     -         0.768  (meters)       2.52   (feet)  POSTED    
 AD7849  ___________________________________________________________________
 AD7849  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7849  DYNAMIC HT  -           0.770 (meters)       2.53  (feet)  COMP
 AD7849  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AD7849
 AD7849  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7849
 AD7849.The horizontal coordinates were scaled from a topographic map and have
 AD7849.an estimated accuracy of +/- 6 seconds.
 AD7849
 AD7849.The orthometric height was determined by differential leveling
 AD7849.and adjusted by the National Geodetic Survey in 1992..
 AD7849.No vertical observational check was made to the station.
 AD7849.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7849.was located on a no-check spur therefore a value was not computed.
 AD7849
 AD7849.This Tidal Bench Mark is designated as VM 7305
 AD7849.by the Center for Operational Oceanographic Products and Services.
 AD7849
 AD7849.The geoid height was determined by GEOID03.
 AD7849
 AD7849.The dynamic height is computed by dividing the NAVD 88
 AD7849.geopotential number by the normal gravity value computed on the
 AD7849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7849.degrees latitude (g = 980.6199 gals.).
 AD7849
 AD7849.The modeled gravity was interpolated from observed gravity values.
 AD7849
 AD7849;                    North         East    Units  Estimated Accuracy
 AD7849;SPC FL W     -   235,640.      205,900.      MT  (+/- 180 meters Scaled)
 AD7849
 AD7849                          SUPERSEDED SURVEY CONTROL
 AD7849
 AD7849  NGVD 29 (09/01/92)    1.129  (m)            3.70   (f) ADJUSTED    2 1
 AD7849
 AD7849.Superseded values are not recommended for survey control.
 AD7849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7849.See file dsdata.txt to determine how the superseded data were derived.
 AD7849
 AD7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK062270(NAD 83)
 AD7849_MARKER: DJ = TIDAL STATION DISK
 AD7849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7849_SP_SET: CONCRETE SEAWALL
 AD7849_STAMPING: NO 1 1973
 AD7849_MARK LOGO: NOS   
 AD7849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7849+STABILITY: SURFACE MOTION
 AD7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7849+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AD7849
 AD7849  HISTORY     - Date     Condition        Report By
 AD7849  HISTORY     - 1973     MONUMENTED       NOS
 AD7849  HISTORY     - 1984     GOOD             FLDNR
 AD7849  HISTORY     - 19961203 GOOD             USPSQD
 AD7849  HISTORY     - 19971202 GOOD             USPSQD
 AD7849  HISTORY     - 20050318 GOOD             USPSQD
 AD7849  HISTORY     - 20050502 GOOD             USPSQD
 AD7849
 AD7849                          STATION DESCRIPTION
 AD7849
 AD7849'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7849'1.2 MI NE FROM FORT MYERS BEACH.
 AD7849'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7849'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7849'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7849'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7849'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7849'MARK BEARS 11.4 FEET NORTHWEST OF MOBILE HOME 86, 5.4 FEET SOUTHEAST
 AD7849'OF A BOAT DOCK, 90 FEET WEST OF TIDAL BENCH MARK NO 2 1973, AND IS
 AD7849'SET IN THE TOP OF THE SEAWALL.
 AD7849
 AD7849                          STATION RECOVERY (1996)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7849'RECOVERED IN GOOD CONDITION.
 AD7849
 AD7849                          STATION RECOVERY (1997)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7849'RECOVERED IN GOOD CONDITION.
 AD7849
 AD7849                          STATION RECOVERY (2005)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD7849'RECOVERED IN GOOD CONDITION.
 AD7849
 AD7849                          STATION RECOVERY (2005)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7848 ***********************************************************************
 AD7848  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7848  DESIGNATION -  872 5368 TIDAL 2
 AD7848  PID         -  AD7848
 AD7848  STATE/COUNTY-  FL/LEE
 AD7848  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7848
 AD7848                         *CURRENT SURVEY CONTROL
 AD7848  ___________________________________________________________________
 AD7848* NAD 83(1986)-  26 27 38.     (N)    081 56 26.     (W)     SCALED    
 AD7848* NAVD 88     -         0.741  (meters)       2.43   (feet)  POSTED    
 AD7848  ___________________________________________________________________
 AD7848  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7848  DYNAMIC HT  -           0.740 (meters)       2.43  (feet)  COMP
 AD7848  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AD7848
 AD7848  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7848
 AD7848.The horizontal coordinates were scaled from a topographic map and have
 AD7848.an estimated accuracy of +/- 6 seconds.
 AD7848
 AD7848.The orthometric height was determined by differential leveling
 AD7848.and adjusted by the National Geodetic Survey in 1992..
 AD7848.No vertical observational check was made to the station.
 AD7848.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7848.was located on a no-check spur therefore a value was not computed.
 AD7848
 AD7848.This Tidal Bench Mark is designated as VM 7306
 AD7848.by the Center for Operational Oceanographic Products and Services.
 AD7848
 AD7848.The geoid height was determined by GEOID03.
 AD7848
 AD7848.The dynamic height is computed by dividing the NAVD 88
 AD7848.geopotential number by the normal gravity value computed on the
 AD7848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7848.degrees latitude (g = 980.6199 gals.).
 AD7848
 AD7848.The modeled gravity was interpolated from observed gravity values.
 AD7848
 AD7848;                    North         East    Units  Estimated Accuracy
 AD7848;SPC FL W     -   235,640.      205,930.      MT  (+/- 180 meters Scaled)
 AD7848
 AD7848                          SUPERSEDED SURVEY CONTROL
 AD7848
 AD7848  NGVD 29 (09/01/92)    1.101  (m)            3.61   (f) ADJUSTED    2 1
 AD7848
 AD7848.Superseded values are not recommended for survey control.
 AD7848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7848.See file dsdata.txt to determine how the superseded data were derived.
 AD7848
 AD7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK062270(NAD 83)
 AD7848_MARKER: DJ = TIDAL STATION DISK
 AD7848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7848_SP_SET: CONCRETE SEAWALL
 AD7848_STAMPING: NO 2 1973
 AD7848_MARK LOGO: NOS   
 AD7848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7848+STABILITY: SURFACE MOTION
 AD7848
 AD7848  HISTORY     - Date     Condition        Report By
 AD7848  HISTORY     - 1973     MONUMENTED       NOS
 AD7848  HISTORY     - 1984     GOOD             FLDNR
 AD7848  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7848  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 AD7848  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD7848  HISTORY     - 20050502 MARK NOT FOUND   USPSQD
 AD7848
 AD7848                          STATION DESCRIPTION
 AD7848
 AD7848'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7848'1.2 MI NE FROM FORT MYERS BEACH.
 AD7848'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7848'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7848'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7848'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7848'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7848'MARK BEARS 11.3 FEET WEST OF A BOAT DOCK, 90 FEET EAST OF TIDAL BENCH
 AD7848'MARK NO 1 1973, 90 FEET NORTHWEST OF TIDAL BENCH MARK NO 3 1973, AND
 AD7848'IS SET IN THE SEAWALL ADJACENT TO MOBILE HOME SITES 87 AND 88.
 AD7848
 AD7848                          STATION RECOVERY (1996)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7848'MARK NOT FOUND.
 AD7848
 AD7848                          STATION RECOVERY (1997)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7848'MARK NOT FOUND.
 AD7848
 AD7848                          STATION RECOVERY (2004)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7848'MARK NOT FOUND.
 AD7848
 AD7848                          STATION RECOVERY (2005)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7848'ACCORDING TO OWNER OF MOBIL HOME SITE 87, A NEW SEAWALL WAS INSTALLED
 AD7848' 
 AD7848'APPROXIMATELY 11 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7847 ***********************************************************************
 AD7847  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7847  DESIGNATION -  872 5368 TIDAL 3
 AD7847  PID         -  AD7847
 AD7847  STATE/COUNTY-  FL/LEE
 AD7847  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7847
 AD7847                         *CURRENT SURVEY CONTROL
 AD7847  ___________________________________________________________________
 AD7847* NAD 83(1986)-  26 27 38.     (N)    081 56 26.     (W)     SCALED    
 AD7847* NAVD 88     -         0.763  (meters)       2.50   (feet)  POSTED    
 AD7847  ___________________________________________________________________
 AD7847  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7847  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 AD7847  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AD7847
 AD7847  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7847
 AD7847.The horizontal coordinates were scaled from a topographic map and have
 AD7847.an estimated accuracy of +/- 6 seconds.
 AD7847
 AD7847.The orthometric height was determined by differential leveling
 AD7847.and adjusted by the National Geodetic Survey in 1992..
 AD7847.No vertical observational check was made to the station.
 AD7847.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7847.was located on a no-check spur therefore a value was not computed.
 AD7847
 AD7847.This Tidal Bench Mark is designated as VM 7307
 AD7847.by the Center for Operational Oceanographic Products and Services.
 AD7847
 AD7847.The geoid height was determined by GEOID03.
 AD7847
 AD7847.The dynamic height is computed by dividing the NAVD 88
 AD7847.geopotential number by the normal gravity value computed on the
 AD7847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7847.degrees latitude (g = 980.6199 gals.).
 AD7847
 AD7847.The modeled gravity was interpolated from observed gravity values.
 AD7847
 AD7847;                    North         East    Units  Estimated Accuracy
 AD7847;SPC FL W     -   235,640.      205,930.      MT  (+/- 180 meters Scaled)
 AD7847
 AD7847                          SUPERSEDED SURVEY CONTROL
 AD7847
 AD7847  NGVD 29 (09/01/92)    1.124  (m)            3.69   (f) ADJUSTED    2 1
 AD7847
 AD7847.Superseded values are not recommended for survey control.
 AD7847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7847.See file dsdata.txt to determine how the superseded data were derived.
 AD7847
 AD7847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK062270(NAD 83)
 AD7847_MARKER: DJ = TIDAL STATION DISK
 AD7847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7847_SP_SET: CONCRETE SEAWALL
 AD7847_STAMPING: NO 3 1973
 AD7847_MARK LOGO: NOS   
 AD7847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7847+STABILITY: SURFACE MOTION
 AD7847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7847+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AD7847
 AD7847  HISTORY     - Date     Condition        Report By
 AD7847  HISTORY     - 1973     MONUMENTED       NOS
 AD7847  HISTORY     - 1984     GOOD             FLDNR
 AD7847  HISTORY     - 19961203 GOOD             USPSQD
 AD7847  HISTORY     - 19971202 GOOD             USPSQD
 AD7847  HISTORY     - 20040329 GOOD             USPSQD
 AD7847  HISTORY     - 20050502 GOOD             USPSQD
 AD7847
 AD7847                          STATION DESCRIPTION
 AD7847
 AD7847'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7847'1.2 MI NE FROM FORT MYERS BEACH.
 AD7847'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7847'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7847'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7847'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7847'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7847'MARK IS SET IN THE SEAWALL AT MOBILE HOME SITE 89, 90 FEET SOUTHEAST
 AD7847'OF TIDAL BENCH MARK NO 2 1973, AND 150 FEET NORTHWEST OF TIDAL BENCH
 AD7847'MARK N0 4 1973.
 AD7847
 AD7847                          STATION RECOVERY (1996)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7847'RECOVERED IN GOOD CONDITION.
 AD7847
 AD7847                          STATION RECOVERY (1997)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7847'RECOVERED IN GOOD CONDITION.
 AD7847
 AD7847                          STATION RECOVERY (2004)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7847'RECOVERED IN GOOD CONDITION.
 AD7847
 AD7847                          STATION RECOVERY (2005)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7847' 
 AD7847' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7846 ***********************************************************************
 AD7846  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7846  DESIGNATION -  872 5368 TIDAL 4
 AD7846  PID         -  AD7846
 AD7846  STATE/COUNTY-  FL/LEE
 AD7846  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7846
 AD7846                         *CURRENT SURVEY CONTROL
 AD7846  ___________________________________________________________________
 AD7846* NAD 83(1999)-  26 27 37.30161(N)    081 56 23.60828(W)     ADJUSTED  
 AD7846* NAVD 88     -         0.768  (meters)       2.52   (feet)  POSTED    
 AD7846  ___________________________________________________________________
 AD7846  X           -     801,137.091 (meters)                     COMP
 AD7846  Y           -  -5,657,315.887 (meters)                     COMP
 AD7846  Z           -   2,824,803.578 (meters)                     COMP
 AD7846  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AD7846  ELLIP HEIGHT-         -23.09  (meters)          (05/20/05) GPS OBS
 AD7846  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7846  DYNAMIC HT  -           0.770 (meters)       2.53  (feet)  COMP
 AD7846  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AD7846
 AD7846  HORZ ORDER  -  FIRST
 AD7846  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7846  ELLP ORDER  -  THIRD     CLASS I
 AD7846
 AD7846.The horizontal coordinates were established by GPS observations
 AD7846.and adjusted by the FL DEPT OF ENV PRO in May 2005..
 AD7846
 AD7846.The orthometric height was determined by differential leveling
 AD7846.and adjusted by the National Geodetic Survey in 1992..
 AD7846.No vertical observational check was made to the station.
 AD7846.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7846.was located on a no-check spur therefore a value was not computed.
 AD7846
 AD7846.This Tidal Bench Mark is designated as VM 7308
 AD7846.by the Center for Operational Oceanographic Products and Services.
 AD7846
 AD7846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7846
 AD7846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7846
 AD7846.The ellipsoidal height was determined by GPS observations
 AD7846.and is referenced to NAD 83.
 AD7846
 AD7846.The geoid height was determined by GEOID03.
 AD7846
 AD7846.The dynamic height is computed by dividing the NAVD 88
 AD7846.geopotential number by the normal gravity value computed on the
 AD7846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7846.degrees latitude (g = 980.6199 gals.).
 AD7846
 AD7846.The modeled gravity was interpolated from observed gravity values.
 AD7846
 AD7846;                    North         East     Units Scale Factor Converg.
 AD7846;SPC FL W     -   235,617.411   205,993.955   MT  0.99994162   +0 01 36.4
 AD7846;SPC FL W     -   773,021.46    675,831.83   sFT  0.99994162   +0 01 36.4
 AD7846;UTM  17      - 2,927,010.046   406,304.977   MT  0.99970838   -0 25 07.8
 AD7846
 AD7846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7846!SPC FL W     -   1.00000363  x   0.99994162  =   0.99994525
 AD7846!UTM  17      -   1.00000363  x   0.99970838  =   0.99971201
 AD7846
 AD7846                          SUPERSEDED SURVEY CONTROL
 AD7846
 AD7846  NAVD 88 (05/20/05)    0.77   (m)            2.5    (f) LEVELING    3  
 AD7846  NGVD 29 (09/01/92)    1.129  (m)            3.70   (f) ADJUSTED    2 1
 AD7846
 AD7846.Superseded values are not recommended for survey control.
 AD7846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7846.See file dsdata.txt to determine how the superseded data were derived.
 AD7846
 AD7846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0630527010(NAD 83)
 AD7846_MARKER: DJ = TIDAL STATION DISK
 AD7846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7846_SP_SET: CONCRETE SEAWALL
 AD7846_STAMPING: NO 4 1973
 AD7846_MARK LOGO: NOS   
 AD7846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7846+STABILITY: SURFACE MOTION
 AD7846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7846+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AD7846
 AD7846  HISTORY     - Date     Condition        Report By
 AD7846  HISTORY     - 1973     MONUMENTED       NOS
 AD7846  HISTORY     - 1984     GOOD             FLDNR
 AD7846  HISTORY     - 19961203 GOOD             USPSQD
 AD7846  HISTORY     - 19971202 GOOD             USPSQD
 AD7846  HISTORY     - 20040329 GOOD             USPSQD
 AD7846  HISTORY     - 20050215 GOOD             FLDEP
 AD7846  HISTORY     - 20050502 GOOD             USPSQD
 AD7846
 AD7846                          STATION DESCRIPTION
 AD7846
 AD7846'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7846'1.2 MI NE FROM FORT MYERS BEACH.
 AD7846'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7846'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7846'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7846'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7846'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7846'MARK IS SET IN THE SEAWALL AT MOBILE HOME SITE 91, 150 FEET SOUTHEAST
 AD7846'OF TIDAL BENCH MARK NO 3 1973.
 AD7846
 AD7846                          STATION RECOVERY (1996)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (1997)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2004)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2005)
 AD7846
 AD7846'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2005)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7846' 
 AD7846' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7845 ***********************************************************************
 AD7845  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7845  DESIGNATION -  872 5368 TIDAL 5
 AD7845  PID         -  AD7845
 AD7845  STATE/COUNTY-  FL/LEE
 AD7845  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7845
 AD7845                         *CURRENT SURVEY CONTROL
 AD7845  ___________________________________________________________________
 AD7845* NAD 83(1986)-  26 27 36.     (N)    081 56 26.     (W)     SCALED    
 AD7845* NAVD 88     -         0.765  (meters)       2.51   (feet)  POSTED    
 AD7845  ___________________________________________________________________
 AD7845  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AD7845  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 AD7845  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AD7845
 AD7845  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7845
 AD7845.The horizontal coordinates were scaled from a topographic map and have
 AD7845.an estimated accuracy of +/- 6 seconds.
 AD7845
 AD7845.The orthometric height was determined by differential leveling
 AD7845.and adjusted by the National Geodetic Survey in 1992..
 AD7845.No vertical observational check was made to the station.
 AD7845.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7845.was located on a no-check spur therefore a value was not computed.
 AD7845
 AD7845.This Tidal Bench Mark is designated as VM 7309
 AD7845.by the Center for Operational Oceanographic Products and Services.
 AD7845
 AD7845.The geoid height was determined by GEOID03.
 AD7845
 AD7845.The dynamic height is computed by dividing the NAVD 88
 AD7845.geopotential number by the normal gravity value computed on the
 AD7845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7845.degrees latitude (g = 980.6199 gals.).
 AD7845
 AD7845.The modeled gravity was interpolated from observed gravity values.
 AD7845
 AD7845;                    North         East    Units  Estimated Accuracy
 AD7845;SPC FL W     -   235,580.      205,930.      MT  (+/- 180 meters Scaled)
 AD7845
 AD7845                          SUPERSEDED SURVEY CONTROL
 AD7845
 AD7845  NGVD 29 (09/01/92)    1.126  (m)            3.69   (f) ADJUSTED    2 1
 AD7845
 AD7845.Superseded values are not recommended for survey control.
 AD7845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7845.See file dsdata.txt to determine how the superseded data were derived.
 AD7845
 AD7845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK062269(NAD 83)
 AD7845_MARKER: DJ = TIDAL STATION DISK
 AD7845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7845_SP_SET: CONCRETE SEAWALL
 AD7845_STAMPING: NO 5 1973
 AD7845_MARK LOGO: NOS   
 AD7845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7845+STABILITY: SURFACE MOTION
 AD7845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7845+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AD7845
 AD7845  HISTORY     - Date     Condition        Report By
 AD7845  HISTORY     - 1973     MONUMENTED       NOS
 AD7845  HISTORY     - 1984     GOOD             FLDNR
 AD7845  HISTORY     - 19961203 GOOD             USPSQD
 AD7845  HISTORY     - 19971202 GOOD             USPSQD
 AD7845  HISTORY     - 20040329 GOOD             USPSQD
 AD7845  HISTORY     - 20050502 GOOD             USPSQD
 AD7845
 AD7845                          STATION DESCRIPTION
 AD7845
 AD7845'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7845'1.2 MI NE FROM FORT MYERS BEACH.
 AD7845'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7845'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7845'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7845'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7845'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7845'MARK IS SET IN THE SEAWALL AT MOBILE HOME SITE 97, 235 FEET SOUTH OF
 AD7845'TIDAL BENCH MARK NO 4 1973.
 AD7845
 AD7845                          STATION RECOVERY (1996)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7845'RECOVERED IN GOOD CONDITION.
 AD7845
 AD7845                          STATION RECOVERY (1997)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7845'RECOVERED IN GOOD CONDITION.
 AD7845
 AD7845                          STATION RECOVERY (2004)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7845'RECOVERED IN GOOD CONDITION.
 AD7845
 AD7845                          STATION RECOVERY (2005)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7845' 
 AD7845' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1761 ***********************************************************************
 AG1761  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1761  DESIGNATION -  872 5383 TIDAL 1
 AG1761  PID         -  AG1761
 AG1761  STATE/COUNTY-  FL/LEE
 AG1761  USGS QUAD   -  WULFERT (1987)
 AG1761
 AG1761                         *CURRENT SURVEY CONTROL
 AG1761  ___________________________________________________________________
 AG1761* NAD 83(1986)-  26 28 51.     (N)    082 10 49.     (W)     SCALED    
 AG1761* NAVD 88     -         0.992  (meters)       3.25   (feet)  ADJUSTED  
 AG1761  ___________________________________________________________________
 AG1761  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AG1761  DYNAMIC HT  -           0.990 (meters)       3.25  (feet)  COMP
 AG1761  MODELED GRAV-     979,081.1   (mgal)                       NAVD 88
 AG1761
 AG1761  VERT ORDER  -  FIRST     CLASS I
 AG1761
 AG1761.The horizontal coordinates were scaled from a topographic map and have
 AG1761.an estimated accuracy of +/- 6 seconds.
 AG1761
 AG1761.The orthometric height was determined by differential leveling
 AG1761.and adjusted by the National Geodetic Survey in June 1991..
 AG1761
 AG1761.This Tidal Bench Mark is designated as VM 7315
 AG1761.by the Center for Operational Oceanographic Products and Services.
 AG1761
 AG1761.The geoid height was determined by GEOID03.
 AG1761
 AG1761.The dynamic height is computed by dividing the NAVD 88
 AG1761.geopotential number by the normal gravity value computed on the
 AG1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1761.degrees latitude (g = 980.6199 gals.).
 AG1761
 AG1761.The modeled gravity was interpolated from observed gravity values.
 AG1761
 AG1761;                    North         East    Units  Estimated Accuracy
 AG1761;SPC FL W     -   237,900.      182,030.      MT  (+/- 180 meters Scaled)
 AG1761
 AG1761                          SUPERSEDED SURVEY CONTROL
 AG1761
 AG1761  NGVD 29 (??/??/92)    1.35   (m)            4.4    (f) COMPUTED    1 1
 AG1761
 AG1761.Superseded values are not recommended for survey control.
 AG1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1761.See file dsdata.txt to determine how the superseded data were derived.
 AG1761
 AG1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK823294(NAD 83)
 AG1761_MARKER: DJ = TIDAL STATION DISK
 AG1761_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG1761+WITH SETTING: PAVEMENT
 AG1761_SP_SET: CONCRETE BASE
 AG1761_STAMPING: NO 1 1965
 AG1761_MARK LOGO: CGS   
 AG1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1761+STABILITY: SURFACE MOTION
 AG1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1761+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AG1761
 AG1761  HISTORY     - Date     Condition        Report By
 AG1761  HISTORY     - 1965     MONUMENTED       CGS
 AG1761  HISTORY     - 1974     GOOD             NGS
 AG1761  HISTORY     - 1984     GOOD             FLDNR
 AG1761  HISTORY     - 1988     GOOD             USPSQD
 AG1761  HISTORY     - 1989     GOOD             USPSQD
 AG1761  HISTORY     - 1990     GOOD             USPSQD
 AG1761  HISTORY     - 19960121 GOOD             USPSQD
 AG1761  HISTORY     - 19980223 GOOD             USPSQD
 AG1761  HISTORY     - 20040310 GOOD             USPSQD
 AG1761
 AG1761                          STATION DESCRIPTION
 AG1761
 AG1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1761'11.2 MI NW FROM SANIBEL.
 AG1761'ABOUT 3.85 MILES WEST ALONG PERIWINKLE WAY FROM THE POST OFFICE
 AG1761'AT SANIBEL, THENCE 7.35 MILES NORTH AND WEST ALONG STATE HIGHWAY
 AG1761'S 867, ABOUT 4.7 MILES NORTHWEST OF THE SANIBEL ELEMENTARY
 AG1761'SCHOOL, 0.15 MILE SOUTH OF THE SOUTHEAST END OF THE HIGHWAY
 AG1761'BRIDGE OVER BLIND PASS, ALONG SANIBEL ISLAND, IN SECTION 11,
 AG1761'R 21 E, T 46 S, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AG1761'SET IN THE TOP AT THE SOUTHWEST CORNER OF THE WEST ONE OF FIVE
 AG1761'CONCRETE BASES WHICH SUPPORT THE RAFTERS OF THE CASTAWAY MOTEL
 AG1761'AND NOVELTY SHOP, 7.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AG1761'OF THE MOTEL OFFICE AT NOVELTY SHOP, 1.5 FEET SOUTH-SOUTHEAST
 AG1761'OF THE SOUTHWEST CORNER OF THE SIDEWALK ALONG THE SOUTH SIDE OF
 AG1761'THE BUILDING AND ABOUT LEVEL WITH THE HIGHWAY.
 AG1761
 AG1761                          STATION RECOVERY (1974)
 AG1761
 AG1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1761'RECOVERED IN GOOD CONDITION.
 AG1761
 AG1761                          STATION RECOVERY (1984)
 AG1761
 AG1761'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1761'RECOVERED IN GOOD CONDITION.
 AG1761
 AG1761                          STATION RECOVERY (1988)
 AG1761
 AG1761'RECOVERY NOTE BY US POWER SQUADRON 1988 (ASK)
 AG1761'RECOVERED IN GOOD CONDITION.
 AG1761
 AG1761                          STATION RECOVERY (1989)
 AG1761
 AG1761'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1761'RECOVERED IN GOOD CONDITION.
 AG1761
 AG1761                          STATION RECOVERY (1990)
 AG1761
 AG1761'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1761'RECOVERED IN GOOD CONDITION.
 AG1761
 AG1761                          STATION RECOVERY (1996)
 AG1761
 AG1761'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG1761'RECOVERED IN GOOD CONDITION.
 AG1761
 AG1761                          STATION RECOVERY (1998)
 AG1761
 AG1761'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG1761'RECOVERED IN GOOD CONDITION.
 AG1761
 AG1761                          STATION RECOVERY (2004)
 AG1761
 AG1761'RECOVERY NOTE BY US POWER SQUADRON 2004 (YN)
 AG1761'REOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1764 ***********************************************************************
 AG1764  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1764  DESIGNATION -  872 5383 TIDAL 2
 AG1764  PID         -  AG1764
 AG1764  STATE/COUNTY-  FL/LEE
 AG1764  USGS QUAD   -  WULFERT (1987)
 AG1764
 AG1764                         *CURRENT SURVEY CONTROL
 AG1764  ___________________________________________________________________
 AG1764* NAD 83(1986)-  26 28 58.     (N)    082 10 57.     (W)     SCALED    
 AG1764* NAVD 88     -         1.635  (meters)       5.36   (feet)  ADJUSTED  
 AG1764  ___________________________________________________________________
 AG1764  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AG1764  DYNAMIC HT  -           1.632 (meters)       5.35  (feet)  COMP
 AG1764  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 AG1764
 AG1764  VERT ORDER  -  FIRST     CLASS I
 AG1764
 AG1764.The horizontal coordinates were scaled from a topographic map and have
 AG1764.an estimated accuracy of +/- 6 seconds.
 AG1764
 AG1764.The orthometric height was determined by differential leveling
 AG1764.and adjusted by the National Geodetic Survey in June 1991..
 AG1764
 AG1764.This Tidal Bench Mark is designated as VM 7316
 AG1764.by the Center for Operational Oceanographic Products and Services.
 AG1764
 AG1764.The geoid height was determined by GEOID03.
 AG1764
 AG1764.The dynamic height is computed by dividing the NAVD 88
 AG1764.geopotential number by the normal gravity value computed on the
 AG1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1764.degrees latitude (g = 980.6199 gals.).
 AG1764
 AG1764.The modeled gravity was interpolated from observed gravity values.
 AG1764
 AG1764;                    North         East    Units  Estimated Accuracy
 AG1764;SPC FL W     -   238,110.      181,810.      MT  (+/- 180 meters Scaled)
 AG1764
 AG1764                          SUPERSEDED SURVEY CONTROL
 AG1764
 AG1764  NGVD 29 (??/??/92)    1.99   (m)            6.5    (f) COMPUTED    1 1
 AG1764
 AG1764.Superseded values are not recommended for survey control.
 AG1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1764.See file dsdata.txt to determine how the superseded data were derived.
 AG1764
 AG1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK821296(NAD 83)
 AG1764_MARKER: DJ = TIDAL STATION DISK
 AG1764_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG1764_SP_SET: BRIDGE ABUTMENT
 AG1764_STAMPING: NO 2 1965
 AG1764_MARK LOGO: CGS   
 AG1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1764
 AG1764  HISTORY     - Date     Condition        Report By
 AG1764  HISTORY     - 1965     MONUMENTED       CGS
 AG1764  HISTORY     - 1965     GOOD             NGS
 AG1764  HISTORY     - 1984     GOOD             FLDNR
 AG1764  HISTORY     - 1989     GOOD             USPSQD
 AG1764  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG1764
 AG1764                          STATION DESCRIPTION
 AG1764
 AG1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1764'2.6 MI S FROM CAPTIVA.
 AG1764'ABOUT 0.05 MILE WEST ALONG COCONUT DRIVE FROM THE POST OFFICE AT
 AG1764'CAPTIVA, THENCE ABOUT 2.5 MILES SOUTH ALONG CAPTIVA BOULEVARD,
 AG1764'ALONG CAPTIVA ISLAND, IN SECTION 11, R 21 E, T 46 S, SET IN THE
 AG1764'TOP OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER BLIND
 AG1764'PASS, 23.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AG1764'IS ABOUT 4 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
 AG1764
 AG1764                          STATION RECOVERY (1965)
 AG1764
 AG1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AG1764'RECOVERED IN GOOD CONDITION.
 AG1764
 AG1764                          STATION RECOVERY (1984)
 AG1764
 AG1764'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1764'RECOVERED IN GOOD CONDITION.
 AG1764
 AG1764                          STATION RECOVERY (1989)
 AG1764
 AG1764'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1764'RECOVERED IN GOOD CONDITION.
 AG1764
 AG1764                          STATION RECOVERY (1990)
 AG1764
 AG1764'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9343 ***********************************************************************
 AG9343  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9343  DESIGNATION -  872 5391 G TIDAL
 AG9343  PID         -  AG9343
 AG9343  STATE/COUNTY-  FL/LEE
 AG9343  USGS QUAD   -  SANIBEL (1987)
 AG9343
 AG9343                         *CURRENT SURVEY CONTROL
 AG9343  ___________________________________________________________________
 AG9343* NAD 83(1986)-  26 29 05.     (N)    082 00 37.     (W)     SCALED    
 AG9343* NAVD 88     -         0.561  (meters)       1.84   (feet)  POSTED    
 AG9343  ___________________________________________________________________
 AG9343  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AG9343  DYNAMIC HT  -           0.560 (meters)       1.84  (feet)  COMP
 AG9343  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 AG9343
 AG9343  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AG9343
 AG9343.The horizontal coordinates were scaled from a topographic map and have
 AG9343.an estimated accuracy of +/- 6 seconds.
 AG9343
 AG9343.The orthometric height was determined by differential leveling
 AG9343.and adjusted by the National Geodetic Survey in 1992..
 AG9343.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AG9343.rate of 2.1 thru 3.0 mm/km.
 AG9343
 AG9343.This Tidal Bench Mark is designated as VM 7322
 AG9343.by the Center for Operational Oceanographic Products and Services.
 AG9343
 AG9343.The geoid height was determined by GEOID03.
 AG9343
 AG9343.The dynamic height is computed by dividing the NAVD 88
 AG9343.geopotential number by the normal gravity value computed on the
 AG9343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9343.degrees latitude (g = 980.6199 gals.).
 AG9343
 AG9343.The modeled gravity was interpolated from observed gravity values.
 AG9343
 AG9343;                    North         East    Units  Estimated Accuracy
 AG9343;SPC FL W     -   238,320.      198,980.      MT  (+/- 180 meters Scaled)
 AG9343
 AG9343                          SUPERSEDED SURVEY CONTROL
 AG9343
 AG9343  NGVD 29 (09/01/92)    0.916  (m)            3.01   (f) ADJUSTED    2 1
 AG9343
 AG9343.Superseded values are not recommended for survey control.
 AG9343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9343.See file dsdata.txt to determine how the superseded data were derived.
 AG9343
 AG9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK993297(NAD 83)
 AG9343_MARKER: DJ = TIDAL STATION DISK
 AG9343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9343_SP_SET: CONCRETE BULKHEAD
 AG9343_STAMPING: 5391 G 1984
 AG9343_MARK LOGO: NOS   
 AG9343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9343+STABILITY: SURFACE MOTION
 AG9343
 AG9343  HISTORY     - Date     Condition        Report By
 AG9343  HISTORY     - 1984     MONUMENTED       FLDNR
 AG9343  HISTORY     - 19990224 GOOD             USPSQD
 AG9343
 AG9343                          STATION DESCRIPTION
 AG9343
 AG9343'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9343'IN PUNTA RASSA.
 AG9343'THE MARK IS AT THE FRIZZELL KONTINOS PUBLIC BOAT RAMP AND PARK, 400
 AG9343'FEET WEST OF THE TOLL BOOTH TO THE SANIBEL ISLAND CAUSEWAY, 14.5 FEET
 AG9343'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWESTERNMOST BOAT RAMP, 77
 AG9343'FEET NORTH OF A CHAIN-LINK FENCE CORNER, 14 FEET NORTHEAST OF AN
 AG9343'AUSTRALIAN PINE, AND IS SET IN THE TOP OF THE RAMP BULKHEAD.
 AG9343
 AG9343                          STATION RECOVERY (1999)
 AG9343
 AG9343'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG9343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1731 ***********************************************************************
 AG1731  DESIGNATION -  872 5391 TIDAL 5
 AG1731  PID         -  AG1731
 AG1731  STATE/COUNTY-  FL/LEE
 AG1731  USGS QUAD   -  SANIBEL (1987)
 AG1731
 AG1731                         *CURRENT SURVEY CONTROL
 AG1731  ___________________________________________________________________
 AG1731* NAD 83(1986)-  26 29 13.     (N)    082 00 44.     (W)     SCALED    
 AG1731* NAVD 88     -         1.064  (meters)       3.49   (feet)  ADJUSTED  
 AG1731  ___________________________________________________________________
 AG1731  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AG1731  DYNAMIC HT  -           1.063 (meters)       3.49  (feet)  COMP
 AG1731  MODELED GRAV-     979,073.9   (mgal)                       NAVD 88
 AG1731
 AG1731  VERT ORDER  -  FIRST     CLASS I
 AG1731
 AG1731.The horizontal coordinates were scaled from a topographic map and have
 AG1731.an estimated accuracy of +/- 6 seconds.
 AG1731
 AG1731.The orthometric height was determined by differential leveling
 AG1731.and adjusted by the National Geodetic Survey in June 1991..
 AG1731.WARNING-Repeat measurements at this control monument indicate possible
 AG1731.vertical movement.
 AG1731
 AG1731.The geoid height was determined by GEOID03.
 AG1731
 AG1731.The dynamic height is computed by dividing the NAVD 88
 AG1731.geopotential number by the normal gravity value computed on the
 AG1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1731.degrees latitude (g = 980.6199 gals.).
 AG1731
 AG1731.The modeled gravity was interpolated from observed gravity values.
 AG1731
 AG1731;                    North         East    Units  Estimated Accuracy
 AG1731;SPC FL W     -   238,560.      198,780.      MT  (+/- 180 meters Scaled)
 AG1731
 AG1731                          SUPERSEDED SURVEY CONTROL
 AG1731
 AG1731  NGVD 29 (??/??/92)    1.42   (m)            4.7    (f) COMPUTED    1 1
 AG1731
 AG1731.Superseded values are not recommended for survey control.
 AG1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1731.See file dsdata.txt to determine how the superseded data were derived.
 AG1731
 AG1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK991300(NAD 83)
 AG1731_MARKER: DJ = TIDAL STATION DISK
 AG1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1731_STAMPING: 5 MAG 1927
 AG1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1731+STABILITY: SURFACE MOTION
 AG1731
 AG1731  HISTORY     - Date     Condition        Report By
 AG1731  HISTORY     - 1927     MONUMENTED       CGS
 AG1731  HISTORY     - 1965     GOOD             NGS
 AG1731  HISTORY     - 1989     GOOD             USPSQD
 AG1731  HISTORY     - 1990     GOOD             USPSQD
 AG1731  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AG1731
 AG1731                          STATION DESCRIPTION
 AG1731
 AG1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1731'15.2 MI SW FROM FORT MYERS.
 AG1731'ABOUT 15.15 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1731'FROM THE COURTHOUSE AT FORT MYERS, 0.35 MILES WEST OF THE TOLL
 AG1731'BOOTH AT THE NORTHEAST END OF THE SANIBEL CAUSEWAY, IN SECTION
 AG1731'9, R 23 E, T 46 S, AT THE VILLAGE OF PUNTA RASSA, 207 FEET
 AG1731'SOUTHEAST OF THE SEA WALL OF SAN CARLOS BAY, 157 FEET NORTH-NORTHWEST
 AG1731'OF THE NORTHWEST PORCH CORNER OF THE PUNTA RASSA GROCERY, 44
 AG1731'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 245 FEET NORTH OF
 AG1731'TIDAL 6 DESCRIBED, SET IN THE TOP OF 20 X 17 INCH CONCRETE
 AG1731'COVERED BRICK MONUMENT WHICH PROJECTS ABOUT 0.9 FOOT, 1.6 FEET
 AG1731'EAST OF A METAL WITNESS POST AND ABOUT 0.5 FOOT ABOVE THE LEVEL
 AG1731'OF THE HIGHWAY.
 AG1731
 AG1731                          STATION RECOVERY (1989)
 AG1731
 AG1731'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1731'RECOVERED IN GOOD CONDITION.
 AG1731
 AG1731                          STATION RECOVERY (1990)
 AG1731
 AG1731'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1731'RECOVERED IN GOOD CONDITION.
 AG1731
 AG1731                          STATION RECOVERY (1998)
 AG1731
 AG1731'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG1731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1730 ***********************************************************************
 AG1730  DESIGNATION -  872 5391 TIDAL 6
 AG1730  PID         -  AG1730
 AG1730  STATE/COUNTY-  FL/LEE
 AG1730  USGS QUAD   -  SANIBEL (1987)
 AG1730
 AG1730                         *CURRENT SURVEY CONTROL
 AG1730  ___________________________________________________________________
 AG1730* NAD 83(1986)-  26 29 11.     (N)    082 00 43.     (W)     SCALED    
 AG1730* NAVD 88     -         0.482  (meters)       1.58   (feet)  ADJUSTED  
 AG1730  ___________________________________________________________________
 AG1730  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AG1730  DYNAMIC HT  -           0.482 (meters)       1.58  (feet)  COMP
 AG1730  MODELED GRAV-     979,073.8   (mgal)                       NAVD 88
 AG1730
 AG1730  VERT ORDER  -  FIRST     CLASS I
 AG1730
 AG1730.The horizontal coordinates were scaled from a topographic map and have
 AG1730.an estimated accuracy of +/- 6 seconds.
 AG1730
 AG1730.The orthometric height was determined by differential leveling
 AG1730.and adjusted by the National Geodetic Survey in June 1991..
 AG1730.WARNING-Repeat measurements at this control monument indicate possible
 AG1730.vertical movement.
 AG1730
 AG1730.The geoid height was determined by GEOID03.
 AG1730
 AG1730.The dynamic height is computed by dividing the NAVD 88
 AG1730.geopotential number by the normal gravity value computed on the
 AG1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1730.degrees latitude (g = 980.6199 gals.).
 AG1730
 AG1730.The modeled gravity was interpolated from observed gravity values.
 AG1730
 AG1730;                    North         East    Units  Estimated Accuracy
 AG1730;SPC FL W     -   238,500.      198,810.      MT  (+/- 180 meters Scaled)
 AG1730
 AG1730                          SUPERSEDED SURVEY CONTROL
 AG1730
 AG1730  NGVD 29 (??/??/92)    0.84   (m)            2.8    (f) COMPUTED    1 1
 AG1730
 AG1730.Superseded values are not recommended for survey control.
 AG1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1730.See file dsdata.txt to determine how the superseded data were derived.
 AG1730
 AG1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK991299(NAD 83)
 AG1730_MARKER: DJ = TIDAL STATION DISK
 AG1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1730_STAMPING: 6 1927
 AG1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1730+STABILITY: SURFACE MOTION
 AG1730
 AG1730  HISTORY     - Date     Condition        Report By
 AG1730  HISTORY     - 1927     MONUMENTED       CGS
 AG1730  HISTORY     - 1965     GOOD             NGS
 AG1730  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1730  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG1730  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AG1730  HISTORY     - 19990224 MARK NOT FOUND   USPSQD
 AG1730
 AG1730                          STATION DESCRIPTION
 AG1730
 AG1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1730'15.1 MI SW FROM FORT MYERS.
 AG1730'ABOUT 15.1 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1730'FROM THE COURTHOUSE AT FORT MYERS, 0.3 MILE WEST OF THE TOLL
 AG1730'BOOTH AT THE NORTHEAST END OF THE SANIBEL CAUSEWAY, IN SECTION
 AG1730'9, R 23 E, T 46 S, AT THE VILLAGE OF PUNTA RASSA, 75.5 FEET
 AG1730'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF THE PUNTA
 AG1730'RASSA GROCERY, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AG1730'21.5 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 245 FEET
 AG1730'SOUTH OF TIDAL 5 DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND
 AG1730'IS A DISK IN THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 AG1730
 AG1730                          STATION RECOVERY (1989)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1730'MARK NOT FOUND.
 AG1730
 AG1730                          STATION RECOVERY (1990)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1730'MARK NOT FOUND.
 AG1730
 AG1730                          STATION RECOVERY (1998)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG1730'MARK NOT FOUND.
 AG1730
 AG1730                          STATION RECOVERY (1999)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1729 ***********************************************************************
 AG1729  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1729  DESIGNATION -  872 5391 TIDAL 7
 AG1729  PID         -  AG1729
 AG1729  STATE/COUNTY-  FL/LEE
 AG1729  USGS QUAD   -  SANIBEL (1987)
 AG1729
 AG1729                         *CURRENT SURVEY CONTROL
 AG1729  ___________________________________________________________________
 AG1729* NAD 83(1986)-  26 29 09.     (N)    082 00 37.     (W)     SCALED    
 AG1729* NAVD 88     -         1.299  (meters)       4.26   (feet)  ADJUSTED  
 AG1729  ___________________________________________________________________
 AG1729  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AG1729  DYNAMIC HT  -           1.297 (meters)       4.26  (feet)  COMP
 AG1729  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 AG1729
 AG1729  VERT ORDER  -  FIRST     CLASS I
 AG1729
 AG1729.The horizontal coordinates were scaled from a topographic map and have
 AG1729.an estimated accuracy of +/- 6 seconds.
 AG1729
 AG1729.The orthometric height was determined by differential leveling
 AG1729.and adjusted by the National Geodetic Survey in June 1991..
 AG1729
 AG1729.This Tidal Bench Mark is designated as VM 7319
 AG1729.by the Center for Operational Oceanographic Products and Services.
 AG1729
 AG1729.The geoid height was determined by GEOID03.
 AG1729
 AG1729.The dynamic height is computed by dividing the NAVD 88
 AG1729.geopotential number by the normal gravity value computed on the
 AG1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1729.degrees latitude (g = 980.6199 gals.).
 AG1729
 AG1729.The modeled gravity was interpolated from observed gravity values.
 AG1729
 AG1729;                    North         East    Units  Estimated Accuracy
 AG1729;SPC FL W     -   238,440.      198,980.      MT  (+/- 180 meters Scaled)
 AG1729
 AG1729                          SUPERSEDED SURVEY CONTROL
 AG1729
 AG1729  NGVD 29 (09/01/92)    1.655  (m)            5.43   (f) ADJUSTED    1 1
 AG1729
 AG1729.Superseded values are not recommended for survey control.
 AG1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1729.See file dsdata.txt to determine how the superseded data were derived.
 AG1729
 AG1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK993298(NAD 83)
 AG1729_MARKER: DJ = TIDAL STATION DISK
 AG1729_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1729_SP_SET: CONCRETE BANISTER
 AG1729_STAMPING: 7 1927
 AG1729_MARK LOGO: CGS   
 AG1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1729
 AG1729  HISTORY     - Date     Condition        Report By
 AG1729  HISTORY     - 1927     MONUMENTED       CGS
 AG1729  HISTORY     - 1965     GOOD             NGS
 AG1729  HISTORY     - 1974     GOOD             NGS
 AG1729  HISTORY     - 1984     GOOD             FLDNR
 AG1729  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1729
 AG1729                          STATION DESCRIPTION
 AG1729
 AG1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1729'15 MI SW FROM FORT MYERS.
 AG1729'ABOUT 15.0 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1729'FROM THE COURTHOUSE AT FORT MYERS, ABOUT 0.2 MILE WEST OF THE
 AG1729'TOLL BOOTH AT THE NORTHEAST END OF THE SANIBEL CAUSEWAY, AT THE
 AG1729'VILLAGE OF PUNTA RASSA, 35 FEET NORTH OF THE CENTER LINE OF THE
 AG1729'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE CONCRETE BANISTER
 AG1729'OF THE WEST SIDE OF THE WEST ENTRANCE OF A WHITE STUCCO HOUSE,
 AG1729'AT THE WEST END OF THE BOTTOM STEP, 13 FEET SOUTH OF THE SOUTHWEST
 AG1729'CORNER OF THE HOUSE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AG1729'HOUSE.  IN SECTION 9, R 23 E, T 46 S.
 AG1729
 AG1729                          STATION RECOVERY (1974)
 AG1729
 AG1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1729'RECOVERED IN GOOD CONDITION.
 AG1729
 AG1729                          STATION RECOVERY (1984)
 AG1729
 AG1729'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1729'RECOVERED IN GOOD CONDITION.
 AG1729
 AG1729                          STATION RECOVERY (1989)
 AG1729
 AG1729'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1752 ***********************************************************************
 AG1752  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1752  DESIGNATION -  872 5393 TIDAL 1
 AG1752  PID         -  AG1752
 AG1752  STATE/COUNTY-  FL/LEE
 AG1752  USGS QUAD   -  SANIBEL (1987)
 AG1752
 AG1752                         *CURRENT SURVEY CONTROL
 AG1752  ___________________________________________________________________
 AG1752* NAD 83(1986)-  26 29 28.     (N)    082 04 51.     (W)     SCALED    
 AG1752* NAVD 88     -         1.141  (meters)       3.74   (feet)  ADJUSTED  
 AG1752  ___________________________________________________________________
 AG1752  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AG1752  DYNAMIC HT  -           1.139 (meters)       3.74  (feet)  COMP
 AG1752  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 AG1752
 AG1752  VERT ORDER  -  FIRST     CLASS I
 AG1752
 AG1752.The horizontal coordinates were scaled from a topographic map and have
 AG1752.an estimated accuracy of +/- 6 seconds.
 AG1752
 AG1752.The orthometric height was determined by differential leveling
 AG1752.and adjusted by the National Geodetic Survey in June 1991..
 AG1752
 AG1752.This Tidal Bench Mark is designated as VM 7325
 AG1752.by the Center for Operational Oceanographic Products and Services.
 AG1752
 AG1752.The geoid height was determined by GEOID03.
 AG1752
 AG1752.The dynamic height is computed by dividing the NAVD 88
 AG1752.geopotential number by the normal gravity value computed on the
 AG1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1752.degrees latitude (g = 980.6199 gals.).
 AG1752
 AG1752.The modeled gravity was interpolated from observed gravity values.
 AG1752
 AG1752;                    North         East    Units  Estimated Accuracy
 AG1752;SPC FL W     -   239,030.      191,940.      MT  (+/- 180 meters Scaled)
 AG1752
 AG1752                          SUPERSEDED SURVEY CONTROL
 AG1752
 AG1752  NGVD 29 (??/??/92)    1.50   (m)            4.9    (f) COMPUTED    1 1
 AG1752
 AG1752.Superseded values are not recommended for survey control.
 AG1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1752.See file dsdata.txt to determine how the superseded data were derived.
 AG1752
 AG1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK922305(NAD 83)
 AG1752_MARKER: DJ = TIDAL STATION DISK
 AG1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1752_STAMPING: S J C 1 1965
 AG1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1752+STABILITY: SURFACE MOTION
 AG1752
 AG1752  HISTORY     - Date     Condition        Report By
 AG1752  HISTORY     - 1965     MONUMENTED       CGS
 AG1752  HISTORY     - 1966     GOOD             NGS
 AG1752  HISTORY     - 1974     GOOD             NGS
 AG1752
 AG1752                          STATION DESCRIPTION
 AG1752
 AG1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1752'AT ST JAMES CITY.
 AG1752'AT ST. JAMES CITY, NEAR THE JUNCTION OF STATE HIGHWAY S-767 AND
 AG1752'FIRST AVENUE, IN SECTION 2, R 22 E, T 46 S, 98 FEET NORTHWEST
 AG1752'OF THE CENTER OF THE JUNCTION, 52 FEET WEST OF THE CENTER LINE
 AG1752'OF THE HIGHWAY 2.5 FEET EAST OF THE NORTHEAST CORNER OF THE SEA
 AG1752'BELL FISH CAMP, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 AG1752'OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AG1752
 AG1752                          STATION RECOVERY (1974)
 AG1752
 AG1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1751 ***********************************************************************
 AG1751  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1751  DESIGNATION -  872 5393 TIDAL 2
 AG1751  PID         -  AG1751
 AG1751  STATE/COUNTY-  FL/LEE
 AG1751  USGS QUAD   -  SANIBEL (1987)
 AG1751
 AG1751                         *CURRENT SURVEY CONTROL
 AG1751  ___________________________________________________________________
 AG1751* NAD 83(1986)-  26 29 33.     (N)    082 04 49.     (W)     SCALED    
 AG1751* NAVD 88     -         0.640  (meters)       2.10   (feet)  ADJUSTED  
 AG1751  ___________________________________________________________________
 AG1751  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AG1751  DYNAMIC HT  -           0.639 (meters)       2.10  (feet)  COMP
 AG1751  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 AG1751
 AG1751  VERT ORDER  -  FIRST     CLASS I
 AG1751
 AG1751.The horizontal coordinates were scaled from a topographic map and have
 AG1751.an estimated accuracy of +/- 6 seconds.
 AG1751
 AG1751.The orthometric height was determined by differential leveling
 AG1751.and adjusted by the National Geodetic Survey in June 1991..
 AG1751
 AG1751.This Tidal Bench Mark is designated as VM 7326
 AG1751.by the Center for Operational Oceanographic Products and Services.
 AG1751
 AG1751.The geoid height was determined by GEOID03.
 AG1751
 AG1751.The dynamic height is computed by dividing the NAVD 88
 AG1751.geopotential number by the normal gravity value computed on the
 AG1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1751.degrees latitude (g = 980.6199 gals.).
 AG1751
 AG1751.The modeled gravity was interpolated from observed gravity values.
 AG1751
 AG1751;                    North         East    Units  Estimated Accuracy
 AG1751;SPC FL W     -   239,180.      192,000.      MT  (+/- 180 meters Scaled)
 AG1751
 AG1751                          SUPERSEDED SURVEY CONTROL
 AG1751
 AG1751  NGVD 29 (09/01/92)    0.990  (m)            3.25   (f) ADJUSTED    1 1
 AG1751
 AG1751.Superseded values are not recommended for survey control.
 AG1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1751.See file dsdata.txt to determine how the superseded data were derived.
 AG1751
 AG1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK923306(NAD 83)
 AG1751_MARKER: DJ = TIDAL STATION DISK
 AG1751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1751_SP_SET: CONCRETE SEAWALL
 AG1751_STAMPING: S J C 2 1965
 AG1751_MARK LOGO: CGS   
 AG1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1751+STABILITY: SURFACE MOTION
 AG1751
 AG1751  HISTORY     - Date     Condition        Report By
 AG1751  HISTORY     - 1965     MONUMENTED       CGS
 AG1751  HISTORY     - 1966     GOOD             NGS
 AG1751  HISTORY     - 1984     GOOD             FLDNR
 AG1751
 AG1751                          STATION DESCRIPTION
 AG1751
 AG1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1751'AT ST JAMES CITY.
 AG1751'AT ST. JAMES CITY, 0.1 MILE NORTH ALONG STATE HIGHWAY S-767 FROM
 AG1751'THE JUNCTION OF FIRST AVENUE, IN S2, R22E, T46S, 99 FEET WEST
 AG1751'OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST-SOUTHWEST OF THE
 AG1751'SOUTHWEST CORNER OF A CONCRETE BLOCK CONSTRUCTED GARAGE, 10 FEET
 AG1751'NORTH OF THE NORTH RAIL OF TRACK EXTENDING INTO WATER AND USED
 AG1751'FOR BOAT REPAIR PURPOSES, IN TOP OF A SEA WALL, 1 FOOT NORTHEAST
 AG1751'OF THE SOUTHWEST CORNER OF WALL, AND ABOUT 1 FOOT BELOW THE
 AG1751'LEVEL OF THE HIGHWAY.
 AG1751
 AG1751                          STATION RECOVERY (1984)
 AG1751
 AG1751'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1749 ***********************************************************************
 AG1749  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1749  DESIGNATION -  872 5393 TIDAL 3
 AG1749  PID         -  AG1749
 AG1749  STATE/COUNTY-  FL/LEE
 AG1749  USGS QUAD   -  SANIBEL (1987)
 AG1749
 AG1749                         *CURRENT SURVEY CONTROL
 AG1749  ___________________________________________________________________
 AG1749* NAD 83(1986)-  26 29 38.     (N)    082 04 51.     (W)     SCALED    
 AG1749* NAVD 88     -         1.116  (meters)       3.66   (feet)  ADJUSTED  
 AG1749  ___________________________________________________________________
 AG1749  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AG1749  DYNAMIC HT  -           1.114 (meters)       3.65  (feet)  COMP
 AG1749  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 AG1749
 AG1749  VERT ORDER  -  FIRST     CLASS I
 AG1749
 AG1749.The horizontal coordinates were scaled from a topographic map and have
 AG1749.an estimated accuracy of +/- 6 seconds.
 AG1749
 AG1749.The orthometric height was determined by differential leveling
 AG1749.and adjusted by the National Geodetic Survey in June 1991..
 AG1749
 AG1749.This Tidal Bench Mark is designated as VM 7327
 AG1749.by the Center for Operational Oceanographic Products and Services.
 AG1749
 AG1749.The geoid height was determined by GEOID03.
 AG1749
 AG1749.The dynamic height is computed by dividing the NAVD 88
 AG1749.geopotential number by the normal gravity value computed on the
 AG1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1749.degrees latitude (g = 980.6199 gals.).
 AG1749
 AG1749.The modeled gravity was interpolated from observed gravity values.
 AG1749
 AG1749;                    North         East    Units  Estimated Accuracy
 AG1749;SPC FL W     -   239,330.      191,940.      MT  (+/- 180 meters Scaled)
 AG1749
 AG1749                          SUPERSEDED SURVEY CONTROL
 AG1749
 AG1749  NGVD 29 (09/01/92)    1.478  (m)            4.85   (f) ADJUSTED    1 1
 AG1749
 AG1749.Superseded values are not recommended for survey control.
 AG1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1749.See file dsdata.txt to determine how the superseded data were derived.
 AG1749
 AG1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK922308(NAD 83)
 AG1749_MARKER: DJ = TIDAL STATION DISK
 AG1749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1749_SP_SET: CULVERT HEADWALL
 AG1749_STAMPING: S J C 3 1965
 AG1749_MARK LOGO: CGS   
 AG1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1749+STABILITY: SURFACE MOTION
 AG1749
 AG1749  HISTORY     - Date     Condition        Report By
 AG1749  HISTORY     - 1965     MONUMENTED       CGS
 AG1749  HISTORY     - 1966     GOOD             NGS
 AG1749  HISTORY     - 1974     GOOD             NGS
 AG1749  HISTORY     - 1984     GOOD             FLDNR
 AG1749
 AG1749                          STATION DESCRIPTION
 AG1749
 AG1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1749'AT ST JAMES CITY.
 AG1749'AT ST. JAMES CITY, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY S-767
 AG1749'FROM THE JUNCTION OF FIRST AVENUE, THENCE ABOUT 0.1 MILE SOUTH
 AG1749'ALONG DATE STREET, SET IN THE TOP NEAR THE WEST END OF THE NORTH
 AG1749'CONCRETE HEAD WALL OF A 1 FOOT PIPE CULVERT UNDER A DRIVEWAY
 AG1749'LEADING TO A CONCRETE BLOCK HOUSE, 1.0 FOOT EAST OF THE WEST
 AG1749'END OF THE HEAD WALL, 24.0 FEET WEST OF THE CENTER LINE OF DATE
 AG1749'STREET, 10.0 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 27.5
 AG1749'FEET EAST OF THE EAST EDGE OF THE BOTTOM STEP OF THE HOUSE AND
 AG1749'ABOUT LEVEL WITH THE STREET.  NOTE-- THIS MARK IS ABOUT DUE EAST
 AG1749'OF BENCH MARK D 260 1966 DESCRIBED BUT DUE TO A CANAL BETWEEN
 AG1749'THE HIGHWAY AND THIS MARK A LONGER DISTANCE TO REACH IS USED.
 AG1749
 AG1749                          STATION RECOVERY (1974)
 AG1749
 AG1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1749'RECOVERED IN GOOD CONDITION.
 AG1749
 AG1749                          STATION RECOVERY (1984)
 AG1749
 AG1749'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9352 ***********************************************************************
 AG9352  DESIGNATION -  872 5417 E TIDAL
 AG9352  PID         -  AG9352
 AG9352  STATE/COUNTY-  FL/LEE
 AG9352  USGS QUAD   -  CAPTIVA (1994)
 AG9352
 AG9352                         *CURRENT SURVEY CONTROL
 AG9352  ___________________________________________________________________
 AG9352* NAD 83(1986)-  26 31 21.     (N)    082 11 22.     (W)     SCALED    
 AG9352* NAVD 88     -         2.273  (meters)       7.46   (feet)  POSTED    
 AG9352  ___________________________________________________________________
 AG9352  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AG9352  DYNAMIC HT  -           2.270 (meters)       7.45  (feet)  COMP
 AG9352  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AG9352
 AG9352  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9352
 AG9352.The horizontal coordinates were scaled from a topographic map and have
 AG9352.an estimated accuracy of +/- 6 seconds.
 AG9352
 AG9352.The orthometric height was determined by differential leveling
 AG9352.and adjusted by the National Geodetic Survey in 1992..
 AG9352.No vertical observational check was made to the station.
 AG9352.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9352.was located on a no-check spur therefore a value was not computed.
 AG9352
 AG9352.The geoid height was determined by GEOID03.
 AG9352
 AG9352.The dynamic height is computed by dividing the NAVD 88
 AG9352.geopotential number by the normal gravity value computed on the
 AG9352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9352.degrees latitude (g = 980.6199 gals.).
 AG9352
 AG9352.The modeled gravity was interpolated from observed gravity values.
 AG9352
 AG9352;                    North         East    Units  Estimated Accuracy
 AG9352;SPC FL W     -   242,510.      181,120.      MT  (+/- 180 meters Scaled)
 AG9352
 AG9352                          SUPERSEDED SURVEY CONTROL
 AG9352
 AG9352.No superseded survey control is available for this station.
 AG9352
 AG9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK814340(NAD 83)
 AG9352_MARKER: DJ = TIDAL STATION DISK
 AG9352_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG9352+WITH SETTING: PAVEMENT
 AG9352_SP_SET: CONCRETE FLOORING
 AG9352_STAMPING: 5417 E 1984
 AG9352_MARK LOGO: NOS   
 AG9352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9352+STABILITY: SURFACE MOTION
 AG9352
 AG9352  HISTORY     - Date     Condition        Report By
 AG9352  HISTORY     - 1984     MONUMENTED       FLDNR
 AG9352  HISTORY     - 19990103 GOOD             USPSQD
 AG9352
 AG9352                          STATION DESCRIPTION
 AG9352
 AG9352'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9352'IN CAPTIVA.
 AG9352'THE MARK IS AT THE CAPTIVA FIRE STATION, SET IN THE FLOORING INSIDE
 AG9352'THE GARAGE BAY, 4.2 FEET EAST OF THE SOUTHWEST CORNER OF THE GARAGE,
 AG9352'2.5 FEET WEST OF THE CENTER OF A SIDE DOORWAY, AND 63 FEET EAST OF
 AG9352'THE CENTERLINE OF MUNSON STREET.
 AG9352
 AG9352                          STATION RECOVERY (1999)
 AG9352
 AG9352'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG9352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1670 ***********************************************************************
 AG1670  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1670  DESIGNATION -  872 5417 TIDAL 1
 AG1670  PID         -  AG1670
 AG1670  STATE/COUNTY-  FL/LEE
 AG1670  USGS QUAD   -  CAPTIVA (1994)
 AG1670
 AG1670                         *CURRENT SURVEY CONTROL
 AG1670  ___________________________________________________________________
 AG1670* NAD 83(1986)-  26 31 17.     (N)    082 11 20.     (W)     SCALED    
 AG1670* NAVD 88     -         0.697  (meters)       2.29   (feet)  ADJUSTED  
 AG1670  ___________________________________________________________________
 AG1670  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AG1670  DYNAMIC HT  -           0.696 (meters)       2.28  (feet)  COMP
 AG1670  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AG1670
 AG1670  VERT ORDER  -  FIRST     CLASS I
 AG1670
 AG1670.The horizontal coordinates were scaled from a topographic map and have
 AG1670.an estimated accuracy of +/- 6 seconds.
 AG1670
 AG1670.The orthometric height was determined by differential leveling
 AG1670.and adjusted by the National Geodetic Survey in June 1991..
 AG1670
 AG1670.This Tidal Bench Mark is designated as VM 7331
 AG1670.by the Center for Operational Oceanographic Products and Services.
 AG1670
 AG1670.The geoid height was determined by GEOID03.
 AG1670
 AG1670.The dynamic height is computed by dividing the NAVD 88
 AG1670.geopotential number by the normal gravity value computed on the
 AG1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1670.degrees latitude (g = 980.6199 gals.).
 AG1670
 AG1670.The modeled gravity was interpolated from observed gravity values.
 AG1670
 AG1670;                    North         East    Units  Estimated Accuracy
 AG1670;SPC FL W     -   242,390.      181,170.      MT  (+/- 180 meters Scaled)
 AG1670
 AG1670                          SUPERSEDED SURVEY CONTROL
 AG1670
 AG1670  NGVD 29 (??/??/92)    1.05   (m)            3.4    (f) COMPUTED    1 1
 AG1670
 AG1670.Superseded values are not recommended for survey control.
 AG1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1670.See file dsdata.txt to determine how the superseded data were derived.
 AG1670
 AG1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK815339(NAD 83)
 AG1670_MARKER: DJ = TIDAL STATION DISK
 AG1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1670_SP_SET: CONCRETE POST
 AG1670_STAMPING: BM 1 1961
 AG1670_MARK LOGO: CGS   
 AG1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1670+STABILITY: SURFACE MOTION
 AG1670
 AG1670  HISTORY     - Date     Condition        Report By
 AG1670  HISTORY     - 1961     MONUMENTED       CGS
 AG1670  HISTORY     - 1965     GOOD             NGS
 AG1670  HISTORY     - 1974     GOOD             NGS
 AG1670  HISTORY     - 1984     GOOD             FLDNR
 AG1670  HISTORY     - 19901207 GOOD             USPSQD
 AG1670
 AG1670                          STATION DESCRIPTION
 AG1670
 AG1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1670'AT CAPTIVA.
 AG1670'AT CAPTIVA, ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE
 AG1670'POST OFFICE, THENCE ABOUT 0.3 MILE NORTH ALONG MUNSON STREET,
 AG1670'THENCE 0.05 MILE EAST ALONG PALM AVENUE, NEAR ANDYS FISHING PIER,
 AG1670'102 FEET SOUTH OF THE CENTER LINE OF PALM AVENUE, ABOUT 75 YARDS
 AG1670'SOUTHWEST OF THE WEST END OF THE FISHING PIER, 43 FEET SOUTH OF
 AG1670'THE SOUTHEAST CORNER OF A HOUSE, 27.5 FEET SOUTHWEST OF THE
 AG1670'SOUTHWEST CORNER OF A BOAT REPAIR SHED, 83.0 FEET WEST OF THE
 AG1670'NORTHWEST CORNER OF A BOAT SLIP, 150 FEET NORTH OF TIDAL 3
 AG1670'DESCRIBED, 103.5 FEET EAST-NORTHEAST OF TIDAL 2, NEAR THE NORTHWEST
 AG1670'CORNER OF AN ABANDONED CONCRETE FOUNDATION LEADING WEST FROM
 AG1670'THE BOAT SLIP, ABOUT LEVEL WITH PALM AVENUE AND SET IN THE TOP
 AG1670'OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AG1670
 AG1670                          STATION RECOVERY (1974)
 AG1670
 AG1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1670'RECOVERED IN GOOD CONDITION.
 AG1670
 AG1670                          STATION RECOVERY (1984)
 AG1670
 AG1670'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1670'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 AG1670'CAPTIVA FIRE STATION, GO 0.05 MILE SOUTH ON MUNSON STREET TO THE
 AG1670'PROPERTY OF ANDY ROSSE AND THE MARK.
 AG1670
 AG1670                          STATION RECOVERY (1990)
 AG1670
 AG1670'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1669 ***********************************************************************
 AG1669  DESIGNATION -  872 5417 TIDAL 2
 AG1669  PID         -  AG1669
 AG1669  STATE/COUNTY-  FL/LEE
 AG1669  USGS QUAD   -  CAPTIVA (1994)
 AG1669
 AG1669                         *CURRENT SURVEY CONTROL
 AG1669  ___________________________________________________________________
 AG1669* NAD 83(1986)-  26 31 17.     (N)    082 11 20.     (W)     SCALED    
 AG1669* NAVD 88     -         1.089  (meters)       3.57   (feet)  ADJUSTED  
 AG1669  ___________________________________________________________________
 AG1669  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AG1669  DYNAMIC HT  -           1.087 (meters)       3.57  (feet)  COMP
 AG1669  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AG1669
 AG1669  VERT ORDER  -  FIRST     CLASS I
 AG1669
 AG1669.The horizontal coordinates were scaled from a topographic map and have
 AG1669.an estimated accuracy of +/- 6 seconds.
 AG1669
 AG1669.The orthometric height was determined by differential leveling
 AG1669.and adjusted by the National Geodetic Survey in June 1991..
 AG1669
 AG1669.The geoid height was determined by GEOID03.
 AG1669
 AG1669.The dynamic height is computed by dividing the NAVD 88
 AG1669.geopotential number by the normal gravity value computed on the
 AG1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1669.degrees latitude (g = 980.6199 gals.).
 AG1669
 AG1669.The modeled gravity was interpolated from observed gravity values.
 AG1669
 AG1669;                    North         East    Units  Estimated Accuracy
 AG1669;SPC FL W     -   242,390.      181,170.      MT  (+/- 180 meters Scaled)
 AG1669
 AG1669                          SUPERSEDED SURVEY CONTROL
 AG1669
 AG1669  NGVD 29 (??/??/92)    1.45   (m)            4.8    (f) COMPUTED    1 1
 AG1669
 AG1669.Superseded values are not recommended for survey control.
 AG1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1669.See file dsdata.txt to determine how the superseded data were derived.
 AG1669
 AG1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK815339(NAD 83)
 AG1669_MARKER: DJ = TIDAL STATION DISK
 AG1669_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG1669+WITH SETTING: PAVEMENT
 AG1669_SP_SET: CONCRETE STEP
 AG1669_STAMPING: BM 2 1961
 AG1669_MARK LOGO: CGS   
 AG1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1669+STABILITY: SURFACE MOTION
 AG1669
 AG1669  HISTORY     - Date     Condition        Report By
 AG1669  HISTORY     - 1961     MONUMENTED       CGS
 AG1669  HISTORY     - 1965     GOOD             NGS
 AG1669  HISTORY     - 1974     GOOD             NGS
 AG1669  HISTORY     - 1984     GOOD             FLDNR
 AG1669  HISTORY     - 19901207 POOR             USPSQD
 AG1669
 AG1669                          STATION DESCRIPTION
 AG1669
 AG1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1669'AT CAPTIVA.
 AG1669'AT CAPTIVA, ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE
 AG1669'POST OFFICE, THENCE ABOUT 0.3 MILE NORTH ALONG MUNSON STREET,
 AG1669'THENCE ABOUT 0.05 MILE EAST ALONG PALM AVENUE, NEAR ANDYS FISHING
 AG1669'PIER, IN SECTION 35, R 42 E, T 45 S, ALONG CAPTIVA ISLAND, ABOUT
 AG1669'105 FEET SOUTH OF THE CENTER LINE OF PALM AVENUE, SET IN THE
 AG1669'TOP OF THE NORTH END OF THE BOTTOM CONCRETE STEPS AT THE EAST
 AG1669'ENTRANCE OF A HOUSE, 103.5 FEET WEST-SOUTHWEST OF TIDAL 1
 AG1669'DESCRIBED, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 AG1669
 AG1669                          STATION RECOVERY (1974)
 AG1669
 AG1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1669'RECOVERED IN GOOD CONDITION.
 AG1669
 AG1669                          STATION RECOVERY (1984)
 AG1669
 AG1669'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1669'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 AG1669'CAPTIVA FIRE STATION, GO 0.05 MILE SOUTH ON MUNSON STREET TO THE
 AG1669'PROPERTY OF ANDY ROSSE AND THE MARK.
 AG1669
 AG1669                          STATION RECOVERY (1990)
 AG1669
 AG1669'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1669'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1668 ***********************************************************************
 AG1668  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1668  DESIGNATION -  872 5417 TIDAL 3
 AG1668  PID         -  AG1668
 AG1668  STATE/COUNTY-  FL/LEE
 AG1668  USGS QUAD   -  CAPTIVA (1994)
 AG1668
 AG1668                         *CURRENT SURVEY CONTROL
 AG1668  ___________________________________________________________________
 AG1668* NAD 83(1986)-  26 31 16.     (N)    082 11 20.     (W)     SCALED    
 AG1668* NAVD 88     -         0.699  (meters)       2.29   (feet)  ADJUSTED  
 AG1668  ___________________________________________________________________
 AG1668  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AG1668  DYNAMIC HT  -           0.698 (meters)       2.29  (feet)  COMP
 AG1668  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AG1668
 AG1668  VERT ORDER  -  FIRST     CLASS I
 AG1668
 AG1668.The horizontal coordinates were scaled from a topographic map and have
 AG1668.an estimated accuracy of +/- 6 seconds.
 AG1668
 AG1668.The orthometric height was determined by differential leveling
 AG1668.and adjusted by the National Geodetic Survey in June 1991..
 AG1668
 AG1668.This Tidal Bench Mark is designated as VM 7332
 AG1668.by the Center for Operational Oceanographic Products and Services.
 AG1668
 AG1668.The geoid height was determined by GEOID03.
 AG1668
 AG1668.The dynamic height is computed by dividing the NAVD 88
 AG1668.geopotential number by the normal gravity value computed on the
 AG1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1668.degrees latitude (g = 980.6199 gals.).
 AG1668
 AG1668.The modeled gravity was interpolated from observed gravity values.
 AG1668
 AG1668;                    North         East    Units  Estimated Accuracy
 AG1668;SPC FL W     -   242,360.      181,170.      MT  (+/- 180 meters Scaled)
 AG1668
 AG1668                          SUPERSEDED SURVEY CONTROL
 AG1668
 AG1668  NGVD 29 (??/??/92)    1.06   (m)            3.5    (f) COMPUTED    1 1
 AG1668
 AG1668.Superseded values are not recommended for survey control.
 AG1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1668.See file dsdata.txt to determine how the superseded data were derived.
 AG1668
 AG1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK815339(NAD 83)
 AG1668_MARKER: DJ = TIDAL STATION DISK
 AG1668_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG1668+WITH SETTING: PAVEMENT
 AG1668_SP_SET: CONCRETE STEP
 AG1668_STAMPING: BM 3 1961
 AG1668_MARK LOGO: CGS   
 AG1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1668+STABILITY: SURFACE MOTION
 AG1668
 AG1668  HISTORY     - Date     Condition        Report By
 AG1668  HISTORY     - 1961     MONUMENTED       CGS
 AG1668  HISTORY     - 1965     GOOD             NGS
 AG1668  HISTORY     - 1974     GOOD             NGS
 AG1668  HISTORY     - 1984     GOOD             FLDNR
 AG1668  HISTORY     - 19901207 POOR             USPSQD
 AG1668
 AG1668                          STATION DESCRIPTION
 AG1668
 AG1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1668'AT CAPTIVA.
 AG1668'AT CAPTIVA, ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE
 AG1668'POST OFFICE, THENCE ABOUT 0.3 MILE NORTH ALONG MUNSON STREET,
 AG1668'THENCE ABOUT 0.05 MILE EAST ALONG PALM AVENUE, IN SECTION 35,
 AG1668'R 42 E, T 45 S, ALONG CAPTIVA ISLAND, ABOUT 252 FEET SOUTH OF
 AG1668'THE CENTER LINE OF PALM AVENUE, SET IN THE TOP OF AT THE EAST END
 AG1668'OF THE BOTTOM STEP (CONCRETE) AT THE NORTH ENTRANCE OF A GREEN
 AG1668'COVERED FRAME HOUSE, 20.5 FEET WEST-NORTHWEST OF THE NORTHEAST
 AG1668'CORNER OF THE HOUSE, 150 FEET SOUTH OF TIDAL 1 DESCRIBED, AND
 AG1668'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AG1668
 AG1668                          STATION RECOVERY (1974)
 AG1668
 AG1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1668'RECOVERED IN GOOD CONDITION.
 AG1668
 AG1668                          STATION RECOVERY (1984)
 AG1668
 AG1668'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1668'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 AG1668'CAPTIVA FIRE STATION, GO 0.05 MILE SOUTH ON MUNSON STREET TO THE
 AG1668'PROPERTY OF ANDY ROSSE AND THE MARK.
 AG1668
 AG1668                          STATION RECOVERY (1990)
 AG1668
 AG1668'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1668'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF9002 ***********************************************************************
 DF9002  DESIGNATION -  872 5418 A TIDAL
 DF9002  PID         -  DF9002
 DF9002  STATE/COUNTY-  FL/LEE
 DF9002  USGS QUAD   -  FORT MYERS SW (1987)
 DF9002
 DF9002                         *CURRENT SURVEY CONTROL
 DF9002  ___________________________________________________________________
 DF9002* NAD 83(1986)-  26 31 11.     (N)    081 57 50.     (W)     SCALED    
 DF9002* NAVD 88     -         1.381  (meters)       4.53   (feet)  ADJUSTED  
 DF9002  ___________________________________________________________________
 DF9002  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DF9002  DYNAMIC HT  -           1.379 (meters)       4.52  (feet)  COMP
 DF9002  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 DF9002
 DF9002  VERT ORDER  -  SECOND    CLASS I
 DF9002
 DF9002.The horizontal coordinates were scaled from a topographic map and have
 DF9002.an estimated accuracy of +/- 6 seconds.
 DF9002
 DF9002.The orthometric height was determined by differential leveling
 DF9002.and adjusted by the National Geodetic Survey in May 2004..
 DF9002.No vertical observational check was made to the station.
 DF9002
 DF9002.The geoid height was determined by GEOID03.
 DF9002
 DF9002.The dynamic height is computed by dividing the NAVD 88
 DF9002.geopotential number by the normal gravity value computed on the
 DF9002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9002.degrees latitude (g = 980.6199 gals.).
 DF9002
 DF9002.The modeled gravity was interpolated from observed gravity values.
 DF9002
 DF9002;                    North         East    Units  Estimated Accuracy
 DF9002;SPC FL W     -   242,190.      203,600.      MT  (+/- 180 meters Scaled)
 DF9002
 DF9002                          SUPERSEDED SURVEY CONTROL
 DF9002
 DF9002.No superseded survey control is available for this station.
 DF9002
 DF9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK039336(NAD 83)
 DF9002_MARKER: F = FLANGE-ENCASED ROD
 DF9002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF9002_STAMPING: 5418 A 2002
 DF9002_MARK LOGO: NGS   
 DF9002_PROJECTION: FLUSH
 DF9002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9002+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 DF9002_ROD/PIPE-DEPTH: 20.3 meters
 DF9002
 DF9002  HISTORY     - Date     Condition        Report By
 DF9002  HISTORY     - 20020206 MONUMENTED       FLDEP
 DF9002  HISTORY     - 20051107 GOOD             USPSQD
 DF9002
 DF9002                          STATION DESCRIPTION
 DF9002
 DF9002'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9002'THE MARK IS ABOUT 11.2 MI SOUTHWEST OF FORT MYERS, 4.7 MI NORTHEAST OF
 DF9002'PUNTA RASSA, IN
 DF9002'SECTION 36, TOWNSHIP 45 SOUTH, RANGE 23 EAST.
 DF9002' 
 DF9002'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND
 DF9002'AVENUE) OVERPASS
 DF9002'AND STATE ROAD 867 (MCGREGOR BOULEVARD) IN FORT MYERS, GO SOUTHWEST ON
 DF9002'STATE ROAD
 DF9002'867 (MCGREGOR BOULEVARD) FOR 3.25 MI TO THE INTERSECTION OF STATE ROAD
 DF9002'884 (COLONIAL
 DF9002'BOULEVARD) OVERPASS, CONTINUE SOUTHWEST ON STATE ROAD 867 (MCGREGOR
 DF9002'BOULEVARD)
 DF9002'FOR 6.25 MI TO THE JUNCTION OF IONA ROAD ON THE RIGHT, TURN RIGHT ON
 DF9002'IONA ROAD AND GO
 DF9002'WEST FOR 1.4 MI TO A 90 DEGREE TURN SOUTH AND THE JUNCTION OF BAIN
 DF9002'ROAD ON THE RIGHT
 DF9002'AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DF9002'A DEPTH OF 66.6 FT
 DF9002'WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT LEVEL WITH BAIN
 DF9002'ROAD, THE DATUM
 DF9002'POINT IS RECESSED 0.6 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DF9002' 
 DF9002'LOCATED 54.4 FT WEST OF THE APPROXIMATE CENTER OF A ROCK DRIVE, 33.8
 DF9002'FT NORTHEAST OF A
 DF9002'MAN HOLE, 29.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF A PRIVATE
 DF9002'ROAD LEADING WEST,
 DF9002'27.6 FT EAST OF THE APPROXIMATE CENTERLINE OF BAIN ROAD, 25.5 FT NORTH
 DF9002'OF THE APPROXIMATE
 DF9002'CENTERLINE OF IONA ROAD AND 2.0 FT EAST OF THE EAST LEG OF A SIGN AND
 DF9002'A CARSONITE WITNESS
 DF9002'POST.
 DF9002' 
 DF9002'NOTE  A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF9002'MONUMENT.
 DF9002' 
 DF9002'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF9002' 
 DF9002' 
 DF9002' 
 DF9002' 
 DF9002' 
 DF9002' 
 DF9002' 
 DF9002' 
 DF9002'
 DF9002
 DF9002                          STATION RECOVERY (2005)
 DF9002
 DF9002'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 DF9002'THE HINGED COVER OF THE MARKER IS BADLY DAMAGED AND TORN LOOSE FROM
 DF9002'ITS HINGES - PROBABLY BY A LAWN MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF9001 ***********************************************************************
 DF9001  DESIGNATION -  872 5418 B TIDAL
 DF9001  PID         -  DF9001
 DF9001  STATE/COUNTY-  FL/LEE
 DF9001  USGS QUAD   -  FORT MYERS SW (1987)
 DF9001
 DF9001                         *CURRENT SURVEY CONTROL
 DF9001  ___________________________________________________________________
 DF9001* NAD 83(1999)-  26 31 06.80906(N)    081 57 50.42471(W)     ADJUSTED  
 DF9001* NAVD 88     -         1.412  (meters)       4.63   (feet)  ADJUSTED  
 DF9001  ___________________________________________________________________
 DF9001  X           -     798,353.900 (meters)                     COMP
 DF9001  Y           -  -5,654,805.417 (meters)                     COMP
 DF9001  Z           -   2,830,574.832 (meters)                     COMP
 DF9001  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DF9001  ELLIP HEIGHT-         -22.45  (meters)          (05/20/05) GPS OBS
 DF9001  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DF9001  DYNAMIC HT  -           1.410 (meters)       4.63  (feet)  COMP
 DF9001  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 DF9001
 DF9001  HORZ ORDER  -  FIRST
 DF9001  VERT ORDER  -  SECOND    CLASS I
 DF9001  ELLP ORDER  -  THIRD     CLASS I
 DF9001
 DF9001.The horizontal coordinates were established by GPS observations
 DF9001.and adjusted by the FL DEPT OF ENV PRO in May 2005..
 DF9001
 DF9001.The orthometric height was determined by differential leveling
 DF9001.and adjusted by the National Geodetic Survey in May 2004..
 DF9001.No vertical observational check was made to the station.
 DF9001
 DF9001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9001
 DF9001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9001
 DF9001.The ellipsoidal height was determined by GPS observations
 DF9001.and is referenced to NAD 83.
 DF9001
 DF9001.The geoid height was determined by GEOID03.
 DF9001
 DF9001.The dynamic height is computed by dividing the NAVD 88
 DF9001.geopotential number by the normal gravity value computed on the
 DF9001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9001.degrees latitude (g = 980.6199 gals.).
 DF9001
 DF9001.The modeled gravity was interpolated from observed gravity values.
 DF9001
 DF9001;                    North         East     Units Scale Factor Converg.
 DF9001;SPC FL W     -   242,064.048   203,587.372   MT  0.99994134   +0 00 57.9
 DF9001;SPC FL W     -   794,171.80    667,936.24   sFT  0.99994134   +0 00 57.9
 DF9001;UTM  17      - 2,933,473.734   403,949.197   MT  0.99971390   -0 25 49.6
 DF9001
 DF9001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9001!SPC FL W     -   1.00000353  x   0.99994134  =   0.99994487
 DF9001!UTM  17      -   1.00000353  x   0.99971390  =   0.99971743
 DF9001
 DF9001                          SUPERSEDED SURVEY CONTROL
 DF9001
 DF9001  NAVD 88 (05/20/05)    1.41   (m)            4.6    (f) LEVELING    3  
 DF9001
 DF9001.Superseded values are not recommended for survey control.
 DF9001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9001.See file dsdata.txt to determine how the superseded data were derived.
 DF9001
 DF9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0394933474(NAD 83)
 DF9001_MARKER: F = FLANGE-ENCASED ROD
 DF9001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF9001_STAMPING: 5418 B 2002
 DF9001_MARK LOGO: NGS   
 DF9001_PROJECTION: FLUSH
 DF9001_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9001+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 DF9001_ROD/PIPE-DEPTH: 20.0 meters
 DF9001
 DF9001  HISTORY     - Date     Condition        Report By
 DF9001  HISTORY     - 2002     MONUMENTED       FLDEP
 DF9001  HISTORY     - 20050215 GOOD             FLDEP
 DF9001  HISTORY     - 20060306 GOOD             USPSQD
 DF9001
 DF9001                          STATION DESCRIPTION
 DF9001
 DF9001'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9001'THE MARK IS ABOUT 11.2 MI SOUTHWEST OF FORT MYERS, 4.6 MI NORTHEAST OF
 DF9001'PUNTA RASSA, IN
 DF9001'SECTION 36, TOWNSHIP 45 SOUTH, RANGE 23 EAST.
 DF9001' 
 DF9001'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND
 DF9001'AVENUE) OVERPASS
 DF9001'AND STATE ROAD 867 (MCGREGOR BOULEVARD) IN FORT MYERS, GO SOUTHWEST ON
 DF9001'STATE ROAD
 DF9001'867 (MCGREGOR BOULEVARD) FOR 3.25 MI TO THE INTERSECTION OF STATE ROAD
 DF9001'884 (COLONIAL
 DF9001'BOULEVARD) OVERPASS, CONTINUE SOUTHWEST ON STATE ROAD 867 (MCGREGOR
 DF9001'BOULEVARD)
 DF9001'FOR 6.25 MI TO THE JUNCTION OF IONA ROAD ON THE RIGHT, TURN RIGHT ON
 DF9001'IONA ROAD AND GO
 DF9001'WEST FOR 1.4 MI TO A 90 DEGREE TURN SOUTH, CONTINUE SOUTH ON IONA ROAD
 DF9001'FOR O.05 MI TO
 DF9001'THE JUNCTION OF TAHITIAN DRIVE ON THE RIGHT AND THE MARK ON THE LEFT,
 DF9001'A STAINLESS STEEL
 DF9001'ROD DRIVEN TO REFUSAL AT A DEPTH OF 65.6 FT WITH A NGS LOGO CAP FLUSH
 DF9001'WITH THE GROUND
 DF9001'AND 1.0 FT ABOVE THE LEVEL OF IONA ROAD, THE DATUM POINT IS RECESSED
 DF9001'0.6 FT BELOW THE
 DF9001'LEVEL OF THE NGS LOGO CAP.
 DF9001' 
 DF9001'LOCATED 33.4 FT EAST OF THE CENTERLINE OF IONA ROAD, 29.5 FT NORTH OF
 DF9001'THE EXTENDED
 DF9001'CENTERLINE OF TAHITIAN DRIVE, 21.0 FT NORTH-NORTHEAST OF THE WEST END
 DF9001'OF A 42-INCH
 DF9001'CONCRETE PIPE CULVERT, 13.7 FT WEST OF THE WEST SIDE OF THE SIDEWALK
 DF9001'AND 2.2 FT
 DF9001'SOUTH OF A POWER POLE WITH 5 GUY WIRES ATTACHED.
 DF9001' 
 DF9001'NOTE  A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF9001'MONUMENT.
 DF9001' 
 DF9001'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF9001' 
 DF9001' 
 DF9001' 
 DF9001' 
 DF9001' 
 DF9001' 
 DF9001'
 DF9001
 DF9001                          STATION RECOVERY (2005)
 DF9001
 DF9001'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 DF9001'RECOVERED IN GOOD CONDITION.
 DF9001
 DF9001                          STATION RECOVERY (2006)
 DF9001
 DF9001'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTP)
 DF9001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF9000 ***********************************************************************
 DF9000  DESIGNATION -  872 5418 C TIDAL
 DF9000  PID         -  DF9000
 DF9000  STATE/COUNTY-  FL/LEE
 DF9000  USGS QUAD   -  FORT MYERS SW (1987)
 DF9000
 DF9000                         *CURRENT SURVEY CONTROL
 DF9000  ___________________________________________________________________
 DF9000* NAD 83(1986)-  26 30 57.     (N)    081 57 49.     (W)     SCALED    
 DF9000* NAVD 88     -         1.699  (meters)       5.57   (feet)  ADJUSTED  
 DF9000  ___________________________________________________________________
 DF9000  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DF9000  DYNAMIC HT  -           1.697 (meters)       5.57  (feet)  COMP
 DF9000  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 DF9000
 DF9000  VERT ORDER  -  SECOND    CLASS I
 DF9000
 DF9000.The horizontal coordinates were scaled from a topographic map and have
 DF9000.an estimated accuracy of +/- 6 seconds.
 DF9000
 DF9000.The orthometric height was determined by differential leveling
 DF9000.and adjusted by the National Geodetic Survey in May 2004..
 DF9000.No vertical observational check was made to the station.
 DF9000
 DF9000.The geoid height was determined by GEOID03.
 DF9000
 DF9000.The dynamic height is computed by dividing the NAVD 88
 DF9000.geopotential number by the normal gravity value computed on the
 DF9000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9000.degrees latitude (g = 980.6199 gals.).
 DF9000
 DF9000.The modeled gravity was interpolated from observed gravity values.
 DF9000
 DF9000;                    North         East    Units  Estimated Accuracy
 DF9000;SPC FL W     -   241,760.      203,630.      MT  (+/- 180 meters Scaled)
 DF9000
 DF9000                          SUPERSEDED SURVEY CONTROL
 DF9000
 DF9000.No superseded survey control is available for this station.
 DF9000
 DF9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK039331(NAD 83)
 DF9000_MARKER: DJ = TIDAL STATION DISK
 DF9000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF9000_SP_SET: BOX DRAIN
 DF9000_STAMPING: 5418 C 2002
 DF9000_MARK LOGO: FLDEP 
 DF9000_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9000+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 DF9000
 DF9000  HISTORY     - Date     Condition        Report By
 DF9000  HISTORY     - 20020206 MONUMENTED       FLDEP
 DF9000  HISTORY     - 20051108 GOOD             USPSQD
 DF9000
 DF9000                          STATION DESCRIPTION
 DF9000
 DF9000'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9000'THE MARK IS ABOUT 11.3 MI SOUTHWEST OF FORT MYERS, 4.2 MI NORTHEAST OF
 DF9000'PUNTA RASSA, IN
 DF9000'SECTION 36, TOWNSHIP 45 SOUTH, RANGE 23 EAST.
 DF9000' 
 DF9000'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND
 DF9000'AVENUE) OVERPASS
 DF9000'AND STATE ROAD 867 (MCGREGOR BOULEVARD) IN FORT MYERS, GO SOUTHWEST ON
 DF9000'STATE ROAD
 DF9000'867 (MCGREGOR BOULEVARD) FOR 3.25 MI TO THE INTERSECTION OF STATE ROAD
 DF9000'884 (COLONIAL
 DF9000'BOULEVARD) OVERPASS, CONTINUE SOUTHWEST ON STATE ROAD 867 (MCGREGOR
 DF9000'BOULEVARD)
 DF9000'FOR 6.25 MI TO THE JUNCTION OF IONA ROAD ON THE RIGHT, TURN RIGHT ON
 DF9000'IONA ROAD AND GO
 DF9000'WEST FOR 1.6 MI TO THE JUNCTION OF SUMMERWOOD DRIVE ON THE LEFT AND
 DF9000'THE MARK ON THE
 DF9000'LEFT, SET FLUSH IN THE TOP OF A CONCRETE BOX DRAIN 0.3 FT ABOVE THE
 DF9000'LEVEL OF THE GROUND
 DF9000'AND ABOUT LEVEL WITH IONA ROAD.
 DF9000' 
 DF9000'LOCATED 27.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF SUMMERWOOD
 DF9000'DRIVE, 22.8 FT EAST
 DF9000'OF THE CENTERLINE OF IONA ROAD, 7.7 FT WEST OF THE WEST EDGE OF THE
 DF9000'SIDEWALK, 1.1 FT
 DF9000'NORTHWEST OF A STREET SIGN AND 1.0 FT NORTHWEST OF A CARSONITE WITNESS
 DF9000'POST.
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000' 
 DF9000'
 DF9000
 DF9000                          STATION RECOVERY (2005)
 DF9000
 DF9000'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 DF9000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7842 ***********************************************************************
 AD7842  DESIGNATION -  872 5418 E TIDAL
 AD7842  PID         -  AD7842
 AD7842  STATE/COUNTY-  FL/LEE
 AD7842  USGS QUAD   -  FORT MYERS SW (1987)
 AD7842
 AD7842                         *CURRENT SURVEY CONTROL
 AD7842  ___________________________________________________________________
 AD7842* NAD 83(1986)-  26 31 19.     (N)    081 57 55.     (W)     SCALED    
 AD7842* NAVD 88     -         0.917  (meters)       3.01   (feet)  ADJUSTED  
 AD7842  ___________________________________________________________________
 AD7842  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD7842  DYNAMIC HT  -           0.916 (meters)       3.01  (feet)  COMP
 AD7842  MODELED GRAV-     979,072.6   (mgal)                       NAVD 88
 AD7842
 AD7842  VERT ORDER  -  SECOND    CLASS I
 AD7842
 AD7842.The horizontal coordinates were scaled from a topographic map and have
 AD7842.an estimated accuracy of +/- 6 seconds.
 AD7842
 AD7842.The orthometric height was determined by differential leveling
 AD7842.and adjusted by the National Geodetic Survey in May 2004..
 AD7842.No vertical observational check was made to the station.
 AD7842
 AD7842.The geoid height was determined by GEOID03.
 AD7842
 AD7842.The dynamic height is computed by dividing the NAVD 88
 AD7842.geopotential number by the normal gravity value computed on the
 AD7842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7842.degrees latitude (g = 980.6199 gals.).
 AD7842
 AD7842.The modeled gravity was interpolated from observed gravity values.
 AD7842
 AD7842;                    North         East    Units  Estimated Accuracy
 AD7842;SPC FL W     -   242,440.      203,460.      MT  (+/- 180 meters Scaled)
 AD7842
 AD7842                          SUPERSEDED SURVEY CONTROL
 AD7842
 AD7842  NAVD 88 (??/??/92)    0.917  (m)            3.01   (f) UNKNOWN     3 0
 AD7842  NGVD 29 (09/01/92)    1.264  (m)            4.15   (f) ADJUSTED    2 1
 AD7842
 AD7842.Superseded values are not recommended for survey control.
 AD7842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7842.See file dsdata.txt to determine how the superseded data were derived.
 AD7842
 AD7842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK038338(NAD 83)
 AD7842_MARKER: DJ = TIDAL STATION DISK
 AD7842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7842_SP_SET: BULKHEAD
 AD7842_STAMPING: 5418 E 1984
 AD7842_MARK LOGO: NOS   
 AD7842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7842+STABILITY: SURFACE MOTION
 AD7842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7842+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AD7842
 AD7842  HISTORY     - Date     Condition        Report By
 AD7842  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7842  HISTORY     - 19910430 GOOD             USPSQD
 AD7842  HISTORY     - 19990222 GOOD             USPSQD
 AD7842  HISTORY     - 20020321 GOOD             FLDEP
 AD7842  HISTORY     - 20040329 GOOD             USPSQD
 AD7842  HISTORY     - 20051107 GOOD             USPSQD
 AD7842
 AD7842                          STATION DESCRIPTION
 AD7842
 AD7842'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7842'11.5 MI SW FROM FORT MYERS.
 AD7842'BEGIN AT THE LEE COUNTY COURTHOUSE IN FORT MYERS, GO 9.9 MILES
 AD7842'SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) TO THE JUNCTION OF
 AD7842'IONA ROAD, GO 1.4 MILES WEST ON IONA ROAD TO THE JUNCTION OF BAIN
 AD7842'ROAD, GO 0.2 MILE NORTHWEST ON BAIN ROAD TO ITS END AT DENNIS DRIVE.
 AD7842'THE MARK BEARS 30 FEET WEST OF THE JUNCTION OF THE ROADS, 20 FEET
 AD7842'NORTHWEST OF POWER POLE 5-5209-2704-04, 5.2 FEET SOUTHEAST OF THE
 AD7842'WATERS EDGE, AND 3.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AD7842'CONCRETE BULKHEAD.
 AD7842'THE MARK IS ABOVE LEVEL WITH ROAD.
 AD7842
 AD7842                          STATION RECOVERY (1991)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD7842'RECOVERED IN GOOD CONDITION.
 AD7842
 AD7842                          STATION RECOVERY (1999)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7842'RECOVERED IN GOOD CONDITION.
 AD7842
 AD7842                          STATION RECOVERY (2002)
 AD7842
 AD7842'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7842'RECOVERED AS DESCRIBED.
 AD7842' 
 AD7842'
 AD7842
 AD7842                          STATION RECOVERY (2004)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7842'RECOVERED IN GOOD CONDITION.
 AD7842
 AD7842                          STATION RECOVERY (2005)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7843 ***********************************************************************
 AD7843  DESIGNATION -  872 5418 F TIDAL
 AD7843  PID         -  AD7843
 AD7843  STATE/COUNTY-  FL/LEE
 AD7843  USGS QUAD   -  FORT MYERS SW (1987)
 AD7843
 AD7843                         *CURRENT SURVEY CONTROL
 AD7843  ___________________________________________________________________
 AD7843* NAD 83(1986)-  26 31 11.     (N)    081 57 52.     (W)     SCALED    
 AD7843* NAVD 88     -         0.910  (meters)       2.99   (feet)  ADJUSTED  
 AD7843  ___________________________________________________________________
 AD7843  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD7843  DYNAMIC HT  -           0.908 (meters)       2.98  (feet)  COMP
 AD7843  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AD7843
 AD7843  VERT ORDER  -  SECOND    CLASS I
 AD7843
 AD7843.The horizontal coordinates were scaled from a topographic map and have
 AD7843.an estimated accuracy of +/- 6 seconds.
 AD7843
 AD7843.The orthometric height was determined by differential leveling
 AD7843.and adjusted by the National Geodetic Survey in May 2004..
 AD7843.No vertical observational check was made to the station.
 AD7843
 AD7843.The geoid height was determined by GEOID03.
 AD7843
 AD7843.The dynamic height is computed by dividing the NAVD 88
 AD7843.geopotential number by the normal gravity value computed on the
 AD7843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7843.degrees latitude (g = 980.6199 gals.).
 AD7843
 AD7843.The modeled gravity was interpolated from observed gravity values.
 AD7843
 AD7843;                    North         East    Units  Estimated Accuracy
 AD7843;SPC FL W     -   242,190.      203,540.      MT  (+/- 180 meters Scaled)
 AD7843
 AD7843                          SUPERSEDED SURVEY CONTROL
 AD7843
 AD7843  NAVD 88 (??/??/92)    0.910  (m)            2.99   (f) UNKNOWN     3 0
 AD7843  NGVD 29 (09/01/92)    1.265  (m)            4.15   (f) ADJUSTED    2 1
 AD7843
 AD7843.Superseded values are not recommended for survey control.
 AD7843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7843.See file dsdata.txt to determine how the superseded data were derived.
 AD7843
 AD7843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK039336(NAD 83)
 AD7843_MARKER: DJ = TIDAL STATION DISK
 AD7843_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7843_SP_SET: BOX DRAIN
 AD7843_STAMPING: 5418 F 1984
 AD7843_MARK LOGO: NOS   
 AD7843_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7843+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AD7843
 AD7843  HISTORY     - Date     Condition        Report By
 AD7843  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7843  HISTORY     - 19910430 GOOD             USPSQD
 AD7843  HISTORY     - 19990222 GOOD             USPSQD
 AD7843  HISTORY     - 20020321 GOOD             FLDEP
 AD7843  HISTORY     - 20040329 GOOD             USPSQD
 AD7843  HISTORY     - 20060306 POOR             USPSQD
 AD7843
 AD7843                          STATION DESCRIPTION
 AD7843
 AD7843'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7843'11.3 MI SW FROM FORT MYERS.
 AD7843'BEGIN AT THE LEE COUNTY COURTHOUSE IN FORT MYERS, GO 9.9 MILES
 AD7843'SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) TO THE JUNCTION OF
 AD7843'IONA ROAD, GO 1.4 MILES WEST ON IONA ROAD TO THE JUNCTION OF BAIN
 AD7843'ROAD AND THE MARK.  THE MARK IS NORTH-NORTHWEST OF THE ROAD JUNCTION,
 AD7843'BETWEEN IONA ROAD AND CHATHAM DRIVE, 25.2 FEET NORTHEAST OF THE
 AD7843'CENTERLINE OF BAIN ROAD, 22 FEET SOUTH OF THE WEST END OF A CANAL,
 AD7843'27.5 FEET SOUTHEAST OF A POWER LINE ANCHOR POLE, AND IS SET IN THE
 AD7843'SOUTHEAST CORNER OF A CONCRETE BOX DRAIN WITH AN IRON GRATE.
 AD7843'THE MARK IS 1 FT BELOW ROAD.
 AD7843
 AD7843                          STATION RECOVERY (1991)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD7843'RECOVERED IN GOOD CONDITION.
 AD7843
 AD7843                          STATION RECOVERY (1999)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7843'RECOVERED IN GOOD CONDITION.
 AD7843
 AD7843                          STATION RECOVERY (2002)
 AD7843
 AD7843'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7843'RECOVERED AS DESCRIBED.
 AD7843' 
 AD7843'
 AD7843
 AD7843                          STATION RECOVERY (2004)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7843'RECOVERED IN GOOD CONDITION.
 AD7843
 AD7843                          STATION RECOVERY (2006)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 2006 (RPT)
 AD7843'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1580 ***********************************************************************
 AD1580  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1580  DESIGNATION -  872 5418 TIDAL 2
 AD1580  PID         -  AD1580
 AD1580  STATE/COUNTY-  FL/LEE
 AD1580  USGS QUAD   -  FORT MYERS SW (1987)
 AD1580
 AD1580                         *CURRENT SURVEY CONTROL
 AD1580  ___________________________________________________________________
 AD1580* NAD 83(1986)-  26 31 16.     (N)    081 57 56.     (W)     SCALED    
 AD1580* NAVD 88     -         1.012  (meters)       3.32   (feet)  ADJUSTED  
 AD1580  ___________________________________________________________________
 AD1580  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD1580  DYNAMIC HT  -           1.011 (meters)       3.32  (feet)  COMP
 AD1580  MODELED GRAV-     979,072.6   (mgal)                       NAVD 88
 AD1580
 AD1580  VERT ORDER  -  FIRST     CLASS I
 AD1580
 AD1580.The horizontal coordinates were scaled from a topographic map and have
 AD1580.an estimated accuracy of +/- 6 seconds.
 AD1580
 AD1580.The orthometric height was determined by differential leveling
 AD1580.and adjusted by the National Geodetic Survey in June 1991..
 AD1580
 AD1580.This Tidal Bench Mark is designated as VM 7334
 AD1580.by the Center for Operational Oceanographic Products and Services.
 AD1580
 AD1580.The geoid height was determined by GEOID03.
 AD1580
 AD1580.The dynamic height is computed by dividing the NAVD 88
 AD1580.geopotential number by the normal gravity value computed on the
 AD1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1580.degrees latitude (g = 980.6199 gals.).
 AD1580
 AD1580.The modeled gravity was interpolated from observed gravity values.
 AD1580
 AD1580;                    North         East    Units  Estimated Accuracy
 AD1580;SPC FL W     -   242,350.      203,430.      MT  (+/- 180 meters Scaled)
 AD1580
 AD1580                          SUPERSEDED SURVEY CONTROL
 AD1580
 AD1580  NGVD 29 (09/01/92)    1.367  (m)            4.48   (f) ADJUSTED    1 1
 AD1580
 AD1580.Superseded values are not recommended for survey control.
 AD1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1580.See file dsdata.txt to determine how the superseded data were derived.
 AD1580
 AD1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK037337(NAD 83)
 AD1580_MARKER: DJ = TIDAL STATION DISK
 AD1580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1580_SP_SET: CONCRETE WALL
 AD1580_STAMPING: BM 2 1927
 AD1580_MARK LOGO: CGS   
 AD1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1580+STABILITY: SURFACE MOTION
 AD1580
 AD1580  HISTORY     - Date     Condition        Report By
 AD1580  HISTORY     - 1927     MONUMENTED       CGS
 AD1580  HISTORY     - 1965     GOOD             NGS
 AD1580  HISTORY     - 1984     GOOD             FLDNR
 AD1580  HISTORY     - 19910430 GOOD             USPSQD
 AD1580  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AD1580  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 AD1580
 AD1580                          STATION DESCRIPTION
 AD1580
 AD1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1580'11.4 MI SW FROM FORT MYERS.
 AD1580'ABOUT 9.9 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867 FROM
 AD1580'THE COURTHOUSE AT FORT MYERS, THENCE ABOUT 1.4 MILES WEST ALONG
 AD1580'IONA ROAD, THENCE 0.15 MILE NORTHWEST ALONG BAIN ROAD, IN SECTION
 AD1580'34, R 23 E, T 45 S, 287 FEET SOUTHWEST OF THE CENTER LINE OF
 AD1580'BAIN ROAD, 60 FEET SOUTHEAST OF THE SEA WALL ALONG THE CALOOSAHATCHEE
 AD1580'RIVER, SET VERTICALLY IN THE NORTHWEST FACE AT THE WEST CORNER
 AD1580'OF A CONCRETE FISH POND AT THE WEST CORNER OF A GREEN FRAME
 AD1580'HOUSE, 8.5 FEET SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 16
 AD1580'FEET NORTH OF THE WEST CORNER OF A CAR PORT AND ABOUT 1 FOOT
 AD1580'ABOVE THE LEVEL OF THE GROUND.
 AD1580
 AD1580                          STATION RECOVERY (1984)
 AD1580
 AD1580'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1580'RECOVERED IN GOOD CONDITION.
 AD1580
 AD1580                          STATION RECOVERY (1991)
 AD1580
 AD1580'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD1580'RECOVERED IN GOOD CONDITION.
 AD1580
 AD1580                          STATION RECOVERY (1999)
 AD1580
 AD1580'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD1580'MARK NOT FOUND.
 AD1580
 AD1580                          STATION RECOVERY (2006)
 AD1580
 AD1580'RECOVERY NOTE BY US POWER SQUADRON 2006 (RPT)
 AD1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1583 ***********************************************************************
 AD1583  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1583  DESIGNATION -  872 5418 TIDAL 6
 AD1583  PID         -  AD1583
 AD1583  STATE/COUNTY-  FL/LEE
 AD1583  USGS QUAD   -  FORT MYERS SW (1987)
 AD1583
 AD1583                         *CURRENT SURVEY CONTROL
 AD1583  ___________________________________________________________________
 AD1583* NAD 83(1986)-  26 31 20.     (N)    081 57 51.     (W)     SCALED    
 AD1583* NAVD 88     -         0.947  (meters)       3.11   (feet)  ADJUSTED  
 AD1583  ___________________________________________________________________
 AD1583  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AD1583  DYNAMIC HT  -           0.945 (meters)       3.10  (feet)  COMP
 AD1583  MODELED GRAV-     979,072.6   (mgal)                       NAVD 88
 AD1583
 AD1583  VERT ORDER  -  FIRST     CLASS I
 AD1583
 AD1583.The horizontal coordinates were scaled from a topographic map and have
 AD1583.an estimated accuracy of +/- 6 seconds.
 AD1583
 AD1583.The orthometric height was determined by differential leveling
 AD1583.and adjusted by the National Geodetic Survey in June 1991..
 AD1583
 AD1583.This Tidal Bench Mark is designated as VM 7337
 AD1583.by the Center for Operational Oceanographic Products and Services.
 AD1583
 AD1583.The geoid height was determined by GEOID03.
 AD1583
 AD1583.The dynamic height is computed by dividing the NAVD 88
 AD1583.geopotential number by the normal gravity value computed on the
 AD1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1583.degrees latitude (g = 980.6199 gals.).
 AD1583
 AD1583.The modeled gravity was interpolated from observed gravity values.
 AD1583
 AD1583;                    North         East    Units  Estimated Accuracy
 AD1583;SPC FL W     -   242,470.      203,570.      MT  (+/- 180 meters Scaled)
 AD1583
 AD1583                          SUPERSEDED SURVEY CONTROL
 AD1583
 AD1583  NGVD 29 (09/01/92)    1.286  (m)            4.22   (f) ADJUSTED    1 1
 AD1583
 AD1583.Superseded values are not recommended for survey control.
 AD1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1583.See file dsdata.txt to determine how the superseded data were derived.
 AD1583
 AD1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK039338(NAD 83)
 AD1583_MARKER: DJ = TIDAL STATION DISK
 AD1583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1583_SP_SET: CONCRETE SEAWALL
 AD1583_STAMPING: B M 6 1965
 AD1583_MARK LOGO: CGS   
 AD1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1583+STABILITY: SURFACE MOTION
 AD1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1583+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 AD1583
 AD1583  HISTORY     - Date     Condition        Report By
 AD1583  HISTORY     - 1965     MONUMENTED       CGS
 AD1583  HISTORY     - 1974     GOOD             NGS
 AD1583  HISTORY     - 1984     GOOD             FLDNR
 AD1583  HISTORY     - 19910430 GOOD             USPSQD
 AD1583  HISTORY     - 20051109 GOOD             USPSQD
 AD1583
 AD1583                          STATION DESCRIPTION
 AD1583
 AD1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1583'11.5 MI SW FROM FORT MYERS.
 AD1583'ABOUT 9.9 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AD1583'FROM THE COURTHOUSE AT FORT MYERS, THENCE ABOUT 1.4 MILES WEST
 AD1583'ALONG IONA ROAD, THENCE ABOUT 0.2 MILE NORTH WEST ALONG BAIN
 AD1583'ROAD, IN SECTION 36, R 23 E, T 45 S, NEAR THE JUNCTION OF
 AD1583'DENNIS DRIVE, ON PROPERTY PRESENTLY OWNED BY MR. RALPH W. GUIDA,
 AD1583'SET IN THE TOP OF AND 2.0 FEET SOUTHEAST OF THE NORTHWEST END OF
 AD1583'THE SOUTHWEST CONCRETE RETAINING WALL OF A BOAT SLIP, 154.0 FEET
 AD1583'NORTHWEST OF THE CENTER LINE OF DENNIS DRIVE, 54 FEET NORTH OF THE
 AD1583'NORTH CORNER OF THE HOUSE, 145.2 FEET NORTHEAST OF IONA DESCRIBED
 AD1583'AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 AD1583
 AD1583                          STATION RECOVERY (1974)
 AD1583
 AD1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1583'RECOVERED IN GOOD CONDITION.
 AD1583
 AD1583                          STATION RECOVERY (1984)
 AD1583
 AD1583'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1583'RECOVERED IN GOOD CONDITION.
 AD1583
 AD1583                          STATION RECOVERY (1991)
 AD1583
 AD1583'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD1583'RECOVERED IN GOOD CONDITION.
 AD1583
 AD1583                          STATION RECOVERY (2005)
 AD1583
 AD1583'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD1583'IN THE 14 YEARS SINCE THE MARK WAS LAST FOUND, MUCH HAS CHANGED. A NEW
 AD1583'DESCRIPTION IS AS FOLLOWS. THE MARK IS IN THE SEAWALL ON THE RIVER
 AD1583'SIDE OF THE HOUSE AT 12798 DENNIS DRIVE OWNED BY DAVID FRANZONE, 54
 AD1583'FEET NORTH OF THE NORTH CORNER OF THE HOUSE AND 2.0 FEET SOUTHEAST OF
 AD1583'THE NORTHWEST END OF THE CONCRETE SEAWALL AND ABOUT 0.5 FEET ABOVE THE
 AD1583'LEVEL OF THE GROUND.
 AD1583' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1776 ***********************************************************************
 AG1776  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1776  DESIGNATION -  872 5439 TIDAL 1
 AG1776  PID         -  AG1776
 AG1776  STATE/COUNTY-  FL/LEE
 AG1776  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG1776
 AG1776                         *CURRENT SURVEY CONTROL
 AG1776  ___________________________________________________________________
 AG1776* NAD 83(1986)-  26 32 48.     (N)    082 04 51.     (W)     SCALED    
 AG1776* NAVD 88     -         0.705  (meters)       2.31   (feet)  ADJUSTED  
 AG1776  ___________________________________________________________________
 AG1776  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AG1776  DYNAMIC HT  -           0.704 (meters)       2.31  (feet)  COMP
 AG1776  MODELED GRAV-     979,083.3   (mgal)                       NAVD 88
 AG1776
 AG1776  VERT ORDER  -  FIRST     CLASS I
 AG1776
 AG1776.The horizontal coordinates were scaled from a topographic map and have
 AG1776.an estimated accuracy of +/- 6 seconds.
 AG1776
 AG1776.The orthometric height was determined by differential leveling
 AG1776.and adjusted by the National Geodetic Survey in June 1991..
 AG1776
 AG1776.This Tidal Bench Mark is designated as VM 7338
 AG1776.by the Center for Operational Oceanographic Products and Services.
 AG1776
 AG1776.The geoid height was determined by GEOID03.
 AG1776
 AG1776.The dynamic height is computed by dividing the NAVD 88
 AG1776.geopotential number by the normal gravity value computed on the
 AG1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1776.degrees latitude (g = 980.6199 gals.).
 AG1776
 AG1776.The modeled gravity was interpolated from observed gravity values.
 AG1776
 AG1776;                    North         East    Units  Estimated Accuracy
 AG1776;SPC FL W     -   245,180.      191,950.      MT  (+/- 180 meters Scaled)
 AG1776
 AG1776                          SUPERSEDED SURVEY CONTROL
 AG1776
 AG1776  NGVD 29 (09/01/92)    1.038  (m)            3.41   (f) ADJUSTED    1 1
 AG1776
 AG1776.Superseded values are not recommended for survey control.
 AG1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1776.See file dsdata.txt to determine how the superseded data were derived.
 AG1776
 AG1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK923366(NAD 83)
 AG1776_MARKER: DB = BENCH MARK DISK
 AG1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1776_SP_SET: CONCRETE POST
 AG1776_STAMPING: NO 1 1965
 AG1776_MARK LOGO: CGS   
 AG1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1776+STABILITY: SURFACE MOTION
 AG1776
 AG1776  HISTORY     - Date     Condition        Report By
 AG1776  HISTORY     - 1965     MONUMENTED       CGS
 AG1776  HISTORY     - 1974     GOOD             NGS
 AG1776  HISTORY     - 1984     GOOD             FLDNR
 AG1776
 AG1776                          STATION DESCRIPTION
 AG1776
 AG1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1776'9.1 MI SW FROM MATLACHA.
 AG1776'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 78 FROM THE POST
 AG1776'OFFICE AT MATLACHA, THENCE 5.1 MILES SOUTH AND SOUTHEAST
 AG1776'ALONG STATE HIGHWAY S 767, THENCE 0.6 MILE EAST ALONG A BLACK
 AG1776'TOP AND SAND ROAD, THENCE 0.05 MILE NORTH ALONG A SAND ROAD, IN
 AG1776'SECTION 23, R 23 E, T 45 S, AT THE NORTHWEST CORNER OF LAWN
 AG1776'FOR A ONE STORY CONCRETE BLOCK HOUSE, 52.2 FEET NORTHWEST OF THE
 AG1776'NORTHWEST CORNER OF THE HOUSE, 2 1/2 FEET SOUTH OF A POWER POLE
 AG1776'SUPPORTING A TRANSFORMER, 261 FEET NORTH OF TIDAL 2 DESCRIBED,
 AG1776'ABOUT LEVEL WITH THE LAWN AND IS A DISK IN THE TOP OF A
 AG1776'CONCRETE POST PROJECTING 0.4 FOOT.
 AG1776
 AG1776                          STATION RECOVERY (1974)
 AG1776
 AG1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1776'RECOVERED IN GOOD CONDITION.
 AG1776
 AG1776                          STATION RECOVERY (1984)
 AG1776
 AG1776'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1776'RECOVERED IN GOOD CONDITION EXCEPT 5.1 MILES SHOULD BE 4.9 MILES, THE
 AG1776'BLACKTOP ROAD IS NAMED TROPICAL POINT DRIVE, THE SAND ROAD IS NOW
 AG1776'PAVED AND NAMED COVE ROAD, THE MARK IS 9 FEET NORTH OF A POWER POLE
 AG1776'WITH TRANSFORMER, 3 FEET SOUTH OF THE EDGE OF A CONCRETE DRIVEWAY, 1
 AG1776'FOOT NORTHWEST OF A WATER METER BOX, AND IS 1 INCH BELOW GROUND
 AG1776'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1777 ***********************************************************************
 AG1777  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1777  DESIGNATION -  872 5439 TIDAL 2
 AG1777  PID         -  AG1777
 AG1777  STATE/COUNTY-  FL/LEE
 AG1777  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG1777
 AG1777                         *CURRENT SURVEY CONTROL
 AG1777  ___________________________________________________________________
 AG1777* NAD 83(1986)-  26 32 47.     (N)    082 04 51.     (W)     SCALED    
 AG1777* NAVD 88     -         0.714  (meters)       2.34   (feet)  ADJUSTED  
 AG1777  ___________________________________________________________________
 AG1777  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AG1777  DYNAMIC HT  -           0.713 (meters)       2.34  (feet)  COMP
 AG1777  MODELED GRAV-     979,083.3   (mgal)                       NAVD 88
 AG1777
 AG1777  VERT ORDER  -  FIRST     CLASS I
 AG1777
 AG1777.The horizontal coordinates were scaled from a topographic map and have
 AG1777.an estimated accuracy of +/- 6 seconds.
 AG1777
 AG1777.The orthometric height was determined by differential leveling
 AG1777.and adjusted by the National Geodetic Survey in June 1991..
 AG1777
 AG1777.This Tidal Bench Mark is designated as VM 7339
 AG1777.by the Center for Operational Oceanographic Products and Services.
 AG1777
 AG1777.The geoid height was determined by GEOID03.
 AG1777
 AG1777.The dynamic height is computed by dividing the NAVD 88
 AG1777.geopotential number by the normal gravity value computed on the
 AG1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1777.degrees latitude (g = 980.6199 gals.).
 AG1777
 AG1777.The modeled gravity was interpolated from observed gravity values.
 AG1777
 AG1777;                    North         East    Units  Estimated Accuracy
 AG1777;SPC FL W     -   245,150.      191,950.      MT  (+/- 180 meters Scaled)
 AG1777
 AG1777                          SUPERSEDED SURVEY CONTROL
 AG1777
 AG1777  NGVD 29 (09/01/92)    1.043  (m)            3.42   (f) ADJUSTED    1 1
 AG1777
 AG1777.Superseded values are not recommended for survey control.
 AG1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1777.See file dsdata.txt to determine how the superseded data were derived.
 AG1777
 AG1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK923366(NAD 83)
 AG1777_MARKER: DJ = TIDAL STATION DISK
 AG1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1777_SP_SET: CONCRETE POST
 AG1777_STAMPING: NO 2 1965
 AG1777_MARK LOGO: CGS   
 AG1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1777+STABILITY: SURFACE MOTION
 AG1777
 AG1777  HISTORY     - Date     Condition        Report By
 AG1777  HISTORY     - 1965     MONUMENTED       CGS
 AG1777  HISTORY     - 1974     GOOD             NGS
 AG1777  HISTORY     - 1984     GOOD             FLDNR
 AG1777
 AG1777                          STATION DESCRIPTION
 AG1777
 AG1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1777'9 MI SW FROM MATLACHA.
 AG1777'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 78 FROM THE POST
 AG1777'OFFICE AT MATLACHA, THENCE 5.1 MILES SOUTH AND SOUTHEAST ALONG
 AG1777'STATE HIGHWAY S 767, THENCE 0.6 MILE EAST ALONG A BLACK TOP AND
 AG1777'SAND ROAD, 0.2 MILE EAST OF A POINT WHERE THE BLACK TOP ENDS,
 AG1777'NEAR THE EAST END OF THE ROAD, AT THE JUNCTION OF A SAND ROAD
 AG1777'LEADING NORTH TO A ONE STORY CONCRETE BLOCK HOUSE, 77 YARDS
 AG1777'WEST OF THE WEST BANK OF MATLACHA PASS, 25.6 FEET NORTH OF THE
 AG1777'CENTER LINE OF THE EAST AND WEST SAND ROAD, 14.6 FEET EAST OF THE
 AG1777'CENTER LINE OF THE SAND ROAD LEADING TO THE HOUSE, 2.0 FEET
 AG1777'EAST OF A POWER POLE, 175.6 FEET SOUTH OF THE SOUTHWEST
 AG1777'CORNER OF THE HOUSE, ABOUT LEVEL WITH THE SAND ROAD AND IS A
 AG1777'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AG1777
 AG1777                          STATION RECOVERY (1974)
 AG1777
 AG1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1777'RECOVERED IN GOOD CONDITION.
 AG1777
 AG1777                          STATION RECOVERY (1984)
 AG1777
 AG1777'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1777'RECOVERED IN GOOD CONDITION EXCEPT 5.1 MILES SHOULD BE 4.9 MILES, THE
 AG1777'BLACKTOP ROAD IS NAMED TROPICAL POINT DRIVE, THE SAND ROAD IS NOW
 AG1777'PAVED AND NAMED COVE ROAD, AND THE MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1693 ***********************************************************************
 AG1693  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1693  DESIGNATION -  872 5439 TIDAL 3
 AG1693  PID         -  AG1693
 AG1693  STATE/COUNTY-  FL/LEE
 AG1693  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG1693
 AG1693                         *CURRENT SURVEY CONTROL
 AG1693  ___________________________________________________________________
 AG1693* NAD 83(1986)-  26 32 48.     (N)    082 05 01.     (W)     SCALED    
 AG1693* NAVD 88     -         0.667  (meters)       2.19   (feet)  ADJUSTED  
 AG1693  ___________________________________________________________________
 AG1693  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AG1693  DYNAMIC HT  -           0.666 (meters)       2.19  (feet)  COMP
 AG1693  MODELED GRAV-     979,083.5   (mgal)                       NAVD 88
 AG1693
 AG1693  VERT ORDER  -  FIRST     CLASS I
 AG1693
 AG1693.The horizontal coordinates were scaled from a topographic map and have
 AG1693.an estimated accuracy of +/- 6 seconds.
 AG1693
 AG1693.The orthometric height was determined by differential leveling
 AG1693.and adjusted by the National Geodetic Survey in June 1991..
 AG1693
 AG1693.This Tidal Bench Mark is designated as VM 7340
 AG1693.by the Center for Operational Oceanographic Products and Services.
 AG1693
 AG1693.The geoid height was determined by GEOID03.
 AG1693
 AG1693.The dynamic height is computed by dividing the NAVD 88
 AG1693.geopotential number by the normal gravity value computed on the
 AG1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1693.degrees latitude (g = 980.6199 gals.).
 AG1693
 AG1693.The modeled gravity was interpolated from observed gravity values.
 AG1693
 AG1693;                    North         East    Units  Estimated Accuracy
 AG1693;SPC FL W     -   245,180.      191,670.      MT  (+/- 180 meters Scaled)
 AG1693
 AG1693                          SUPERSEDED SURVEY CONTROL
 AG1693
 AG1693  NGVD 29 (09/01/92)    1.029  (m)            3.38   (f) ADJUSTED    1 1
 AG1693
 AG1693.Superseded values are not recommended for survey control.
 AG1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1693.See file dsdata.txt to determine how the superseded data were derived.
 AG1693
 AG1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920366(NAD 83)
 AG1693_MARKER: DJ = TIDAL STATION DISK
 AG1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1693_SP_SET: CONCRETE POST
 AG1693_STAMPING: NO 3 1965
 AG1693_MARK LOGO: CGS   
 AG1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1693+STABILITY: SURFACE MOTION
 AG1693
 AG1693  HISTORY     - Date     Condition        Report By
 AG1693  HISTORY     - 1965     MONUMENTED       CGS
 AG1693  HISTORY     - 1974     GOOD             NGS
 AG1693  HISTORY     - 1984     GOOD             FLDNR
 AG1693  HISTORY     - 1990     GOOD             USPSQD
 AG1693
 AG1693                          STATION DESCRIPTION
 AG1693
 AG1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1693'8.8 MI SW FROM MATLACHA.
 AG1693'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 78 FROM THE POST
 AG1693'OFFICE AT MATLACHA, THENCE 5.1 MILES SOUTH AND SOUTHEAST ALONG
 AG1693'STATE HIGHWAY S 767, THENCE 0.4 MILE EAST ALONG A BLACK TOP
 AG1693'ROAD, 28.7 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 AG1693'2 FEET EAST OF A TELEPHONE POLE, 149.1 FEET NORTHWEST OF THE
 AG1693'NORTHWEST CORNER OF A ONE STORY STUCCO HOUSE, ABOUT LEVEL WITH
 AG1693'THE ROAD AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 AG1693'0.6 FOOT.
 AG1693
 AG1693                          STATION RECOVERY (1974)
 AG1693
 AG1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1693'RECOVERED IN GOOD CONDITION.
 AG1693
 AG1693                          STATION RECOVERY (1984)
 AG1693
 AG1693'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1693'RECOVERED IN GOOD CONDITION EXCEPT 5.1 MILES SHOULD BE 4.9 MILES, THE
 AG1693'BLACKTOP ROAD IS NAMED TROPICAL POINT DRIVE, THE TELEPHONE POLE IS
 AG1693'GONE, AND THE MARK IS 1 FOOT EAST OF A WITNESS POINT.
 AG1693
 AG1693                          STATION RECOVERY (1990)
 AG1693
 AG1693'RECOVERY NOTE BY US POWER SQUADRON 1990 (CFR)
 AG1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1684 ***********************************************************************
 AG1684  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1684  DESIGNATION -  872 5441 TIDAL 2
 AG1684  PID         -  AG1684
 AG1684  STATE/COUNTY-  FL/LEE
 AG1684  USGS QUAD   -  CAPTIVA (1994)
 AG1684
 AG1684                         *CURRENT SURVEY CONTROL
 AG1684  ___________________________________________________________________
 AG1684* NAD 83(1986)-  26 32 55.     (N)    082 11 44.     (W)     SCALED    
 AG1684* NAVD 88     -         1.103  (meters)       3.62   (feet)  ADJUSTED  
 AG1684  ___________________________________________________________________
 AG1684  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AG1684  DYNAMIC HT  -           1.101 (meters)       3.61  (feet)  COMP
 AG1684  MODELED GRAV-     979,085.0   (mgal)                       NAVD 88
 AG1684
 AG1684  VERT ORDER  -  FIRST     CLASS I
 AG1684
 AG1684.The horizontal coordinates were scaled from a topographic map and have
 AG1684.an estimated accuracy of +/- 6 seconds.
 AG1684
 AG1684.The orthometric height was determined by differential leveling
 AG1684.and adjusted by the National Geodetic Survey in June 1991..
 AG1684
 AG1684.This Tidal Bench Mark is designated as VM 7341
 AG1684.by the Center for Operational Oceanographic Products and Services.
 AG1684
 AG1684.The geoid height was determined by GEOID03.
 AG1684
 AG1684.The dynamic height is computed by dividing the NAVD 88
 AG1684.geopotential number by the normal gravity value computed on the
 AG1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1684.degrees latitude (g = 980.6199 gals.).
 AG1684
 AG1684.The modeled gravity was interpolated from observed gravity values.
 AG1684
 AG1684;                    North         East    Units  Estimated Accuracy
 AG1684;SPC FL W     -   245,410.      180,510.      MT  (+/- 180 meters Scaled)
 AG1684
 AG1684                          SUPERSEDED SURVEY CONTROL
 AG1684
 AG1684  NGVD 29 (??/??/92)    1.46   (m)            4.8    (f) COMPUTED    1 1
 AG1684
 AG1684.Superseded values are not recommended for survey control.
 AG1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1684.See file dsdata.txt to determine how the superseded data were derived.
 AG1684
 AG1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK809369(NAD 83)
 AG1684_MARKER: DJ = TIDAL STATION DISK
 AG1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1684_SP_SET: CONCRETE POST
 AG1684_STAMPING: NO 2 1965
 AG1684_MARK LOGO: CGS   
 AG1684_PROJECTION: PROJECTING 5 CENTIMETERS
 AG1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1684+STABILITY: SURFACE MOTION
 AG1684
 AG1684  HISTORY     - Date     Condition        Report By
 AG1684  HISTORY     - 1965     MONUMENTED       CGS
 AG1684  HISTORY     - 1966     GOOD             NGS
 AG1684  HISTORY     - 1984     GOOD             FLDNR
 AG1684  HISTORY     - 19990103 MARK NOT FOUND   USPSQD
 AG1684
 AG1684                          STATION DESCRIPTION
 AG1684
 AG1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1684'2.4 MI NW FROM CAPTIVA.
 AG1684'ABOUT 0.05 MILES EAST ALONG COCONUT DRIVE FROM THE POST OFFICE
 AG1684'AT CAPTIVA, THENCE ABOUT 2.35 MILES NORTH AND NORTHWEST ALONG
 AG1684'MUNSON STREET, IN SECTION 22, R 21 E, T 45 S, 0.15 MILE NORTH
 AG1684'OF THE ENTRANCE TO THE SOUTH SEA PLANTATION, ON PROPERTY PRESENTLY
 AG1684'OWNED BY THE PLANTATION, 214 FEET SOUTHWEST OF A WATER LINE,
 AG1684'75.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SWIMMING
 AG1684'POOL, 25 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A SAND
 AG1684'ROAD, 1.0 FOOT EAST OF THE NORTHEAST CORNER OF THE OFFICE, 203.5
 AG1684'FEET SOUTH OF NO. 1, ABOUT 2 INCHES ABOVE THE LEVEL OF THE WALK
 AG1684'LEADING TO THE OFFICE AND SET IN THE TOP OF A CONCRETE POST
 AG1684'PROJECTING 0.3 FOOT.
 AG1684
 AG1684                          STATION RECOVERY (1984)
 AG1684
 AG1684'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1684'BEGIN AT THE ENTRANCE TO THE SOUTH SEAS PLANTATION, GO 1.7 MILES
 AG1684'NORTH ON THE PLANTATION ROAD TO ITS END AT THE KINGS CROWN DINING
 AG1684'ROOM.  THE MARK BEARS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE
 AG1684'MIDDLE NORTH WING OF THE KINGS CROWN DINING ROOM, 33 FEET SOUTH OF
 AG1684'THE CHIMNEY OF A WHITE BUILDING (THE GALLEY GIFT SHOP), AND 75.5 FEET
 AG1684'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD SWIMMING POOL (NOW
 AG1684'A FLOWER GARDEN).
 AG1684
 AG1684                          STATION RECOVERY (1999)
 AG1684
 AG1684'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1683 ***********************************************************************
 AG1683  DESIGNATION -  872 5441 TIDAL 3
 AG1683  PID         -  AG1683
 AG1683  STATE/COUNTY-  FL/LEE
 AG1683  USGS QUAD   -  CAPTIVA (1994)
 AG1683
 AG1683                         *CURRENT SURVEY CONTROL
 AG1683  ___________________________________________________________________
 AG1683* NAD 83(1986)-  26 32 55.     (N)    082 11 41.     (W)     SCALED    
 AG1683* NAVD 88     -         0.504  (meters)       1.65   (feet)  ADJUSTED  
 AG1683  ___________________________________________________________________
 AG1683  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AG1683  DYNAMIC HT  -           0.503 (meters)       1.65  (feet)  COMP
 AG1683  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 AG1683
 AG1683  VERT ORDER  -  FIRST     CLASS I
 AG1683
 AG1683.The horizontal coordinates were scaled from a topographic map and have
 AG1683.an estimated accuracy of +/- 6 seconds.
 AG1683
 AG1683.The orthometric height was determined by differential leveling
 AG1683.and adjusted by the National Geodetic Survey in June 1991..
 AG1683
 AG1683.The geoid height was determined by GEOID03.
 AG1683
 AG1683.The dynamic height is computed by dividing the NAVD 88
 AG1683.geopotential number by the normal gravity value computed on the
 AG1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1683.degrees latitude (g = 980.6199 gals.).
 AG1683
 AG1683.The modeled gravity was interpolated from observed gravity values.
 AG1683
 AG1683;                    North         East    Units  Estimated Accuracy
 AG1683;SPC FL W     -   245,410.      180,600.      MT  (+/- 180 meters Scaled)
 AG1683
 AG1683                          SUPERSEDED SURVEY CONTROL
 AG1683
 AG1683  NGVD 29 (??/??/92)    0.86   (m)            2.8    (f) COMPUTED    1 1
 AG1683
 AG1683.Superseded values are not recommended for survey control.
 AG1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1683.See file dsdata.txt to determine how the superseded data were derived.
 AG1683
 AG1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK809369(NAD 83)
 AG1683_MARKER: DJ = TIDAL STATION DISK
 AG1683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1683_SP_SET: CONCRETE PAVEMENT
 AG1683_STAMPING: 3 1965
 AG1683_MARK LOGO: CGS   
 AG1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1683
 AG1683  HISTORY     - Date     Condition        Report By
 AG1683  HISTORY     - 1965     MONUMENTED       CGS
 AG1683  HISTORY     - 1966     GOOD             NGS
 AG1683  HISTORY     - 1984     GOOD             FLDNR
 AG1683  HISTORY     - 19990103 MARK NOT FOUND   USPSQD
 AG1683
 AG1683                          STATION DESCRIPTION
 AG1683
 AG1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1683'2.4 MI NW FROM CAPTIVA.
 AG1683'ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE POST OFFICE
 AG1683'AT CAPTIVA, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG MUNSON
 AG1683'STREET, IN SECTION 22, R 21 E, T 45 S, 0.15 MILE NORTH OF THE
 AG1683'ENTRANCE TO THE SOUTH SEA PLANTATION, ON PROPERTY PRESENTLY
 AG1683'OWNED BY THE PLANTATION, 456 FEET SOUTHEAST OF THE CENTER LINE
 AG1683'OF THE SAND ROAD LEADING TO THE OFFICE, 84 FEET NORTHWEST OF
 AG1683'THE NORTHWEST BANK OF A CANAL, 95 FEET SOUTHWEST OF AN ANTENNA,
 AG1683'0.4 FOOT NORTHEAST OF THE NORTHEAST SIDE OF A STORAGE BUILDING,
 AG1683'ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF A CONCRETE
 AG1683'RAMP ON THE NORTHEAST SIDE OF THE BUILDING.
 AG1683
 AG1683                          STATION RECOVERY (1984)
 AG1683
 AG1683'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1683'BEGIN AT THE ENTRANCE TO THE SOUTH SEAS PLANTATION, GO 1.7 MILES
 AG1683'NORTH ON THE PLANTATION ROAD TO ITS END AND A SERVICE ROAD LEADING
 AG1683'SOUTHEAST, GO 0.15 MILE SOUTHEAST ON THE SERVICE ROAD TO ITS END AT
 AG1683'THE HUNT RESIDENCE.  THE MARK BEARS 95 FEET SOUTHWEST OF A
 AG1683'TELESCOPING ANTENNA AT THE HUNT HOUSE, 120 FEET EAST OF VILLA A, 84
 AG1683'FEET NORTHWEST OF THE NORTHWEST BANK OF THE ENTRANCE CANAL TO THE
 AG1683'MARINA, 0.4 FOOT NORTHEAST OF THE NORTHEAST WALL OF A FALLOUT
 AG1683'SHELTER, AND IS SET IN THE CONCRETE SURFACE OF A FORMER BOAT RAMP.
 AG1683
 AG1683                          STATION RECOVERY (1999)
 AG1683
 AG1683'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7862 ***********************************************************************
 AD7862  DESIGNATION -  872 5451 D TIDAL
 AD7862  PID         -  AD7862
 AD7862  STATE/COUNTY-  FL/LEE
 AD7862  USGS QUAD   -  FORT MYERS SW (1987)
 AD7862
 AD7862                         *CURRENT SURVEY CONTROL
 AD7862  ___________________________________________________________________
 AD7862* NAD 83(1986)-  26 33 46.     (N)    081 56 35.     (W)     SCALED    
 AD7862* NAVD 88     -         1.865  (meters)       6.12   (feet)  POSTED    
 AD7862  ___________________________________________________________________
 AD7862  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AD7862  DYNAMIC HT  -           1.860 (meters)       6.10  (feet)  COMP
 AD7862  MODELED GRAV-     979,073.3   (mgal)                       NAVD 88
 AD7862
 AD7862  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7862
 AD7862.The horizontal coordinates were scaled from a topographic map and have
 AD7862.an estimated accuracy of +/- 6 seconds.
 AD7862
 AD7862.The orthometric height was determined by differential leveling
 AD7862.and adjusted by the National Geodetic Survey in 1992..
 AD7862.No vertical observational check was made to the station.
 AD7862.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7862.was located on a no-check spur therefore a value was not computed.
 AD7862
 AD7862.The geoid height was determined by GEOID03.
 AD7862
 AD7862.The dynamic height is computed by dividing the NAVD 88
 AD7862.geopotential number by the normal gravity value computed on the
 AD7862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7862.degrees latitude (g = 980.6199 gals.).
 AD7862
 AD7862.The modeled gravity was interpolated from observed gravity values.
 AD7862
 AD7862;                    North         East    Units  Estimated Accuracy
 AD7862;SPC FL W     -   246,960.      205,670.      MT  (+/- 180 meters Scaled)
 AD7862
 AD7862                          SUPERSEDED SURVEY CONTROL
 AD7862
 AD7862  NGVD 29 (09/01/92)    2.226  (m)            7.30   (f) ADJUSTED    2 1
 AD7862
 AD7862.Superseded values are not recommended for survey control.
 AD7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7862.See file dsdata.txt to determine how the superseded data were derived.
 AD7862
 AD7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK060383(NAD 83)
 AD7862_MARKER: DJ = TIDAL STATION DISK
 AD7862_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7862+WITH SETTING: PAVEMENT
 AD7862_SP_SET: CONCRETE FOUNDATION
 AD7862_STAMPING: 5451 D 1984
 AD7862_MARK LOGO: NOS   
 AD7862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7862+STABILITY: SURFACE MOTION
 AD7862
 AD7862  HISTORY     - Date     Condition        Report By
 AD7862  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7862
 AD7862                          STATION DESCRIPTION
 AD7862
 AD7862'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7862'IN CAPE CORAL.
 AD7862'THE MARK IS AT THE INTERSECTION OF CAPE CORAL PARKWAY AND WAIKIKI
 AD7862'COURT, 0.55 MILE WEST OF THE BRIDGE OVER THE CALOOSAHATCHEE RIVER,
 AD7862'66.5 FEET WEST OF THE CENTERLINE OF THE CROSSOVER FOR WAIKIKI COURT,
 AD7862'28.5 FEET SOUTH OF THE CENTERLINE OF CAPE CORAL PARKWAY WESTBOUND,
 AD7862'46.9 FEET NORTH OF THE CENTERLINE OF CAPE CORAL PARKWAY EASTBOUND,
 AD7862'0.8 FOOT NORTH OF THE NORTHWEST LEG OF A WAR MEMORIAL SPIRE, AND IS
 AD7862'SET IN THE TOP OF THE FOUNDATION OF THE MEMORIAL.
 AD7862'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1586 ***********************************************************************
 AD1586  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1586  DESIGNATION -  872 5451 TIDAL 1
 AD1586  PID         -  AD1586
 AD1586  STATE/COUNTY-  FL/LEE
 AD1586  USGS QUAD   -  FORT MYERS SW (1987)
 AD1586
 AD1586                         *CURRENT SURVEY CONTROL
 AD1586  ___________________________________________________________________
 AD1586* NAD 83(1986)-  26 33 42.     (N)    081 55 49.     (W)     SCALED    
 AD1586* NAVD 88     -         0.841  (meters)       2.76   (feet)  ADJUSTED  
 AD1586  ___________________________________________________________________
 AD1586  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AD1586  DYNAMIC HT  -           0.840 (meters)       2.76  (feet)  COMP
 AD1586  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 AD1586
 AD1586  VERT ORDER  -  FIRST     CLASS I
 AD1586
 AD1586.The horizontal coordinates were scaled from a topographic map and have
 AD1586.an estimated accuracy of +/- 6 seconds.
 AD1586
 AD1586.The orthometric height was determined by differential leveling
 AD1586.and adjusted by the National Geodetic Survey in June 1991..
 AD1586
 AD1586.This Tidal Bench Mark is designated as VM 7345
 AD1586.by the Center for Operational Oceanographic Products and Services.
 AD1586
 AD1586.The geoid height was determined by GEOID03.
 AD1586
 AD1586.The dynamic height is computed by dividing the NAVD 88
 AD1586.geopotential number by the normal gravity value computed on the
 AD1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1586.degrees latitude (g = 980.6199 gals.).
 AD1586
 AD1586.The modeled gravity was interpolated from observed gravity values.
 AD1586
 AD1586;                    North         East    Units  Estimated Accuracy
 AD1586;SPC FL W     -   246,840.      206,950.      MT  (+/- 180 meters Scaled)
 AD1586
 AD1586                          SUPERSEDED SURVEY CONTROL
 AD1586
 AD1586  NGVD 29 (09/01/92)    1.195  (m)            3.92   (f) ADJUSTED    1 1
 AD1586
 AD1586.Superseded values are not recommended for survey control.
 AD1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1586.See file dsdata.txt to determine how the superseded data were derived.
 AD1586
 AD1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK073382(NAD 83)
 AD1586_MARKER: DJ = TIDAL STATION DISK
 AD1586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1586_SP_SET: CONCRETE SEAWALL
 AD1586_STAMPING: NO 1 1965
 AD1586_MARK LOGO: CGS   
 AD1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1586+STABILITY: SURFACE MOTION
 AD1586
 AD1586  HISTORY     - Date     Condition        Report By
 AD1586  HISTORY     - 1965     MONUMENTED       CGS
 AD1586  HISTORY     - 1966     GOOD             NGS
 AD1586  HISTORY     - 1974     GOOD             NGS
 AD1586  HISTORY     - 1984     GOOD             FLDNR
 AD1586  HISTORY     - 20030729 MARK NOT FOUND   DENI
 AD1586
 AD1586                          STATION DESCRIPTION
 AD1586
 AD1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1586'1 MI E FROM CAPE CORAL.
 AD1586'ABOUT 0.95 MILE EAST ALONG CAPE CORAL PARKWAY FROM THE POST
 AD1586'OFFICE AT CAPE CORAL, AT THE WEST END OF THE TOLL BRIDGE OVER THE
 AD1586'CALOOSAHATCHEE RIVER, IN SECTION 17, R 24 E, T 45 S, 48 FEET
 AD1586'SOUTH OF THE CENTER LINE OF THE BRIDGE (MEASURED UNDER THE
 AD1586'BRIDGE), 57 FEET SOUTHEAST OF THE SOUTHWEST END OF THE WING
 AD1586'WALL, 93.0 FEET SOUTH OF TIDAL 3 DESCRIBED, ABOUT 12 FEET BELOW
 AD1586'THE LEVEL OF THE BRIDGE FLOOR AND SET IN THE TOP OF THE SEA
 AD1586'WALL.
 AD1586
 AD1586                          STATION RECOVERY (1974)
 AD1586
 AD1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1586'RECOVERED IN GOOD CONDITION.
 AD1586
 AD1586                          STATION RECOVERY (1984)
 AD1586
 AD1586'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1586'RECOVERED IN GOOD CONDITION.
 AD1586
 AD1586                          STATION RECOVERY (2003)
 AD1586
 AD1586'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD1586'SINCE THE LAST RECOVERY NOTE, A NEW BRIDGE WAS BUILT SOUTH OF THE OLD
 AD1586'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1588 ***********************************************************************
 AD1588  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1588  DESIGNATION -  872 5451 TIDAL 2
 AD1588  PID         -  AD1588
 AD1588  STATE/COUNTY-  FL/LEE
 AD1588  USGS QUAD   -  FORT MYERS SW (1987)
 AD1588
 AD1588                         *CURRENT SURVEY CONTROL
 AD1588  ___________________________________________________________________
 AD1588* NAD 83(1986)-  26 33 42.     (N)    081 55 50.     (W)     SCALED    
 AD1588* NAVD 88     -         0.855  (meters)       2.81   (feet)  ADJUSTED  
 AD1588  ___________________________________________________________________
 AD1588  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AD1588  DYNAMIC HT  -           0.854 (meters)       2.80  (feet)  COMP
 AD1588  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 AD1588
 AD1588  VERT ORDER  -  FIRST     CLASS I
 AD1588
 AD1588.The horizontal coordinates were scaled from a topographic map and have
 AD1588.an estimated accuracy of +/- 6 seconds.
 AD1588
 AD1588.The orthometric height was determined by differential leveling
 AD1588.and adjusted by the National Geodetic Survey in June 1991..
 AD1588
 AD1588.This Tidal Bench Mark is designated as VM 7346
 AD1588.by the Center for Operational Oceanographic Products and Services.
 AD1588
 AD1588.The geoid height was determined by GEOID03.
 AD1588
 AD1588.The dynamic height is computed by dividing the NAVD 88
 AD1588.geopotential number by the normal gravity value computed on the
 AD1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1588.degrees latitude (g = 980.6199 gals.).
 AD1588
 AD1588.The modeled gravity was interpolated from observed gravity values.
 AD1588
 AD1588;                    North         East    Units  Estimated Accuracy
 AD1588;SPC FL W     -   246,840.      206,920.      MT  (+/- 180 meters Scaled)
 AD1588
 AD1588                          SUPERSEDED SURVEY CONTROL
 AD1588
 AD1588  NGVD 29 (09/01/92)    1.213  (m)            3.98   (f) ADJUSTED    1 1
 AD1588
 AD1588.Superseded values are not recommended for survey control.
 AD1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1588.See file dsdata.txt to determine how the superseded data were derived.
 AD1588
 AD1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK073382(NAD 83)
 AD1588_MARKER: DJ = TIDAL STATION DISK
 AD1588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1588_SP_SET: CONCRETE SEAWALL
 AD1588_STAMPING: NO 2 1965
 AD1588_MARK LOGO: CGS   
 AD1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1588+STABILITY: SURFACE MOTION
 AD1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1588+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 AD1588
 AD1588  HISTORY     - Date     Condition        Report By
 AD1588  HISTORY     - 1965     MONUMENTED       CGS
 AD1588  HISTORY     - 1974     GOOD             NGS
 AD1588  HISTORY     - 1984     GOOD             FLDNR
 AD1588  HISTORY     - 20030729 GOOD             DENI
 AD1588
 AD1588                          STATION DESCRIPTION
 AD1588
 AD1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1588'1 MI E FROM CAPE CORAL.
 AD1588'ABOUT 0.95 MILE EAST ALONG CAPE CORAL PARKWAY FROM THE POST
 AD1588'OFFICE AT CAPE CORAL, AT THE WEST END OF THE TOLL BRIDGE OVER THE
 AD1588'CALOOSAHATCHEE RIVER, ABOUT 12 FEET BELOW THE LEVEL OF THE
 AD1588'BRIDGE FLOOR, 45 FEET NORTH OF THE CENTER LINE OF THE BRIDGE
 AD1588'(MEASURED UNDER THE BRIDGE), 56 FEET NORTHEAST OF THE NORTHWEST
 AD1588'END OF THE WING WALL, 93 FEET NORTH OF TIDAL 1 DESCRIBED,
 AD1588'AND SET IN THE TOP OF CONCRETE SEA WALL THAT IS ABOUT 1 FOOT
 AD1588'HIGH.
 AD1588
 AD1588                          STATION RECOVERY (1974)
 AD1588
 AD1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1588'RECOVERED IN GOOD CONDITION.
 AD1588
 AD1588                          STATION RECOVERY (1984)
 AD1588
 AD1588'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1588'RECOVERED IN GOOD CONDITION.
 AD1588
 AD1588                          STATION RECOVERY (2003)
 AD1588
 AD1588'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1587 ***********************************************************************
 AD1587  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1587  DESIGNATION -  872 5451 TIDAL 3
 AD1587  PID         -  AD1587
 AD1587  STATE/COUNTY-  FL/LEE
 AD1587  USGS QUAD   -  FORT MYERS SW (1987)
 AD1587
 AD1587                         *CURRENT SURVEY CONTROL
 AD1587  ___________________________________________________________________
 AD1587* NAD 83(1986)-  26 33 42.     (N)    081 55 50.     (W)     SCALED    
 AD1587* NAVD 88     -         4.498  (meters)      14.76   (feet)  ADJUSTED  
 AD1587  ___________________________________________________________________
 AD1587  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AD1587  DYNAMIC HT  -           4.491 (meters)      14.73  (feet)  COMP
 AD1587  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 AD1587
 AD1587  VERT ORDER  -  FIRST     CLASS I
 AD1587
 AD1587.The horizontal coordinates were scaled from a topographic map and have
 AD1587.an estimated accuracy of +/- 6 seconds.
 AD1587
 AD1587.The orthometric height was determined by differential leveling
 AD1587.and adjusted by the National Geodetic Survey in June 1991..
 AD1587
 AD1587.This Tidal Bench Mark is designated as VM 7347
 AD1587.by the Center for Operational Oceanographic Products and Services.
 AD1587
 AD1587.The geoid height was determined by GEOID03.
 AD1587
 AD1587.The dynamic height is computed by dividing the NAVD 88
 AD1587.geopotential number by the normal gravity value computed on the
 AD1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1587.degrees latitude (g = 980.6199 gals.).
 AD1587
 AD1587.The modeled gravity was interpolated from observed gravity values.
 AD1587
 AD1587;                    North         East    Units  Estimated Accuracy
 AD1587;SPC FL W     -   246,840.      206,920.      MT  (+/- 180 meters Scaled)
 AD1587
 AD1587                          SUPERSEDED SURVEY CONTROL
 AD1587
 AD1587  NGVD 29 (09/01/92)    4.837  (m)           15.87   (f) ADJUSTED    1 1
 AD1587
 AD1587.Superseded values are not recommended for survey control.
 AD1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1587.See file dsdata.txt to determine how the superseded data were derived.
 AD1587
 AD1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK073382(NAD 83)
 AD1587_MARKER: DJ = TIDAL STATION DISK
 AD1587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1587_SP_SET: CONCRETE BASE FOR GUARDRAIL
 AD1587_STAMPING: NO 3 1965
 AD1587_MARK LOGO: CGS   
 AD1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1587+STABILITY: SURFACE MOTION
 AD1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1587+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 AD1587
 AD1587  HISTORY     - Date     Condition        Report By
 AD1587  HISTORY     - 1965     MONUMENTED       CGS
 AD1587  HISTORY     - 1974     GOOD             NGS
 AD1587  HISTORY     - 1984     GOOD             FLDNR
 AD1587  HISTORY     - 20030729 GOOD             DENI
 AD1587
 AD1587                          STATION DESCRIPTION
 AD1587
 AD1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1587'1 MI E FROM CAPE CORAL.
 AD1587'ABOUT 0.95 MILE EAST ALONG CAPE CORAL PARKWAY FROM THE POST
 AD1587'OFFICE AT CAPE CORAL, AT THE WEST END OF THE TOLL BRIDGE OVER THE
 AD1587'CALOOSAHATCHEE RIVER, SET IN THE TOP AT THE WEST END OF THE
 AD1587'CONCRETE BASE OF THE SOUTH GUARD RAIL, 17.0 FEET SOUTH OF THE
 AD1587'CENTER LINE OF THE PARKWAY AND ABOUT 1 FOOT ABOVE THE LEVEL
 AD1587'OF THE BRIDGE FLOOR.
 AD1587
 AD1587                          STATION RECOVERY (1974)
 AD1587
 AD1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1587'RECOVERED IN GOOD CONDITION.
 AD1587
 AD1587                          STATION RECOVERY (1984)
 AD1587
 AD1587'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1587'RECOVERED IN GOOD CONDITION.
 AD1587
 AD1587                          STATION RECOVERY (2003)
 AD1587
 AD1587'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD1587'THERE IS A PROBLEM WITH THE ELEVATION. THERE IS A DIFFERENCE OF 0.15'
 AD1587' 
 AD1587'BETWEEN TIDAL 3 (AD1587) AND TIDAL 2 (AD1588). WE BELIEVE THAT
 AD1587'TIDAL 3 HAS SETTLED. TO CHECK THIS, WE RUN FROM R 245 (AD1585) UNDER
 AD1587'THE BRIDGE AND CHECKED INTO TIDAL 2 AND CAME IN LOW BY 0.03'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9356 ***********************************************************************
 AG9356  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9356  DESIGNATION -  872 5506 D TIDAL
 AG9356  PID         -  AG9356
 AG9356  STATE/COUNTY-  FL/LEE
 AG9356  USGS QUAD   -  MATLACHA (1987)
 AG9356
 AG9356                         *CURRENT SURVEY CONTROL
 AG9356  ___________________________________________________________________
 AG9356* NAD 83(1986)-  26 37 55.     (N)    082 04 06.     (W)     SCALED    
 AG9356* NAVD 88     -         3.165  (meters)      10.38   (feet)  POSTED    
 AG9356  ___________________________________________________________________
 AG9356  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG9356  DYNAMIC HT  -           3.160 (meters)      10.37  (feet)  COMP
 AG9356  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 AG9356
 AG9356  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AG9356
 AG9356.The horizontal coordinates were scaled from a topographic map and have
 AG9356.an estimated accuracy of +/- 6 seconds.
 AG9356
 AG9356.The orthometric height was determined by differential leveling
 AG9356.and adjusted by the National Geodetic Survey in 1992..
 AG9356.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AG9356.rate of 1.1 thru 2.0 mm/km.
 AG9356
 AG9356.This Tidal Bench Mark is designated as VM 7355
 AG9356.by the Center for Operational Oceanographic Products and Services.
 AG9356
 AG9356.The geoid height was determined by GEOID03.
 AG9356
 AG9356.The dynamic height is computed by dividing the NAVD 88
 AG9356.geopotential number by the normal gravity value computed on the
 AG9356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9356.degrees latitude (g = 980.6199 gals.).
 AG9356
 AG9356.The modeled gravity was interpolated from observed gravity values.
 AG9356
 AG9356;                    North         East    Units  Estimated Accuracy
 AG9356;SPC FL W     -   254,630.      193,200.      MT  (+/- 180 meters Scaled)
 AG9356
 AG9356                          SUPERSEDED SURVEY CONTROL
 AG9356
 AG9356  NGVD 29 (09/01/92)    3.525  (m)           11.56   (f) ADJUSTED    2 1
 AG9356
 AG9356.Superseded values are not recommended for survey control.
 AG9356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9356.See file dsdata.txt to determine how the superseded data were derived.
 AG9356
 AG9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK936461(NAD 83)
 AG9356_MARKER: DB = BENCH MARK DISK
 AG9356_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG9356_SP_SET: BRIDGE WALKWAY
 AG9356_STAMPING: 5506 D
 AG9356_MARK LOGO: FLDT  
 AG9356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9356
 AG9356  HISTORY     - Date     Condition        Report By
 AG9356  HISTORY     - UNK      MONUMENTED       FLDT
 AG9356  HISTORY     - 1984     GOOD             FLDNR
 AG9356
 AG9356                          STATION DESCRIPTION
 AG9356
 AG9356'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9356'IN MATLACHA.
 AG9356'THE MARK IS AT THE SOUTHWEST END OF THE MATLACHA PASS BRIDGE, SET IN
 AG9356'THE BRIDGE WALKWAY, 17.5 FEET NORTHWEST OF THE CENTERLINE OF STATE
 AG9356'ROAD 78, AND 3 FEET SOUTHEAST OF THE BRIDGE BANNISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9355 ***********************************************************************
 AG9355  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9355  DESIGNATION -  872 5506 E TIDAL
 AG9355  PID         -  AG9355
 AG9355  STATE/COUNTY-  FL/LEE
 AG9355  USGS QUAD   -  MATLACHA (1987)
 AG9355
 AG9355                         *CURRENT SURVEY CONTROL
 AG9355  ___________________________________________________________________
 AG9355* NAD 83(1986)-  26 37 58.     (N)    082 04 04.     (W)     SCALED    
 AG9355* NAVD 88     -         5.609  (meters)      18.40   (feet)  POSTED    
 AG9355  ___________________________________________________________________
 AG9355  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG9355  DYNAMIC HT  -           5.600 (meters)      18.37  (feet)  COMP
 AG9355  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 AG9355
 AG9355  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AG9355
 AG9355.The horizontal coordinates were scaled from a topographic map and have
 AG9355.an estimated accuracy of +/- 6 seconds.
 AG9355
 AG9355.The orthometric height was determined by differential leveling
 AG9355.and adjusted by the National Geodetic Survey in 1992..
 AG9355.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AG9355.rate of 1.1 thru 2.0 mm/km.
 AG9355
 AG9355.This Tidal Bench Mark is designated as VM 7356
 AG9355.by the Center for Operational Oceanographic Products and Services.
 AG9355
 AG9355.The geoid height was determined by GEOID03.
 AG9355
 AG9355.The dynamic height is computed by dividing the NAVD 88
 AG9355.geopotential number by the normal gravity value computed on the
 AG9355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9355.degrees latitude (g = 980.6199 gals.).
 AG9355
 AG9355.The modeled gravity was interpolated from observed gravity values.
 AG9355
 AG9355;                    North         East    Units  Estimated Accuracy
 AG9355;SPC FL W     -   254,720.      193,250.      MT  (+/- 180 meters Scaled)
 AG9355
 AG9355                          SUPERSEDED SURVEY CONTROL
 AG9355
 AG9355  NGVD 29 (09/01/92)    5.967  (m)           19.58   (f) ADJUSTED    2 1
 AG9355
 AG9355.Superseded values are not recommended for survey control.
 AG9355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9355.See file dsdata.txt to determine how the superseded data were derived.
 AG9355
 AG9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK937462(NAD 83)
 AG9355_MARKER: DB = BENCH MARK DISK
 AG9355_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG9355_SP_SET: BRIDGE WALKWAY
 AG9355_STAMPING: 5506 E
 AG9355_MARK LOGO: FLDT  
 AG9355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9355
 AG9355  HISTORY     - Date     Condition        Report By
 AG9355  HISTORY     - UNK      MONUMENTED       FLDT
 AG9355  HISTORY     - 1984     GOOD             FLDNR
 AG9355
 AG9355                          STATION DESCRIPTION
 AG9355
 AG9355'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9355'IN MATLACHA.
 AG9355'THE MARK IS SET IN THE WALKWAY OF THE MATLACHA PASS BRIDGE, 20 FEET
 AG9355'NORTHEAST OF THE NORTHEAST END OF THE DRAWBRIDGE, 14 FEET NORTHWEST
 AG9355'OF THE CENTERLINE OF THE BRIDGE, AND 17 FEET NORTHEAST OF THE EAST
 AG9355'CORNER OF THE BRIDGE TENDER HOUSE.
 AG9355'THE MARK IS 1 FT ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9354 ***********************************************************************
 AG9354  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9354  DESIGNATION -  872 5506 F TIDAL
 AG9354  PID         -  AG9354
 AG9354  STATE/COUNTY-  FL/LEE
 AG9354  USGS QUAD   -  MATLACHA (1987)
 AG9354
 AG9354                         *CURRENT SURVEY CONTROL
 AG9354  ___________________________________________________________________
 AG9354* NAD 83(1986)-  26 38 01.     (N)    082 04 02.     (W)     SCALED    
 AG9354* NAVD 88     -         0.830  (meters)       2.72   (feet)  POSTED    
 AG9354  ___________________________________________________________________
 AG9354  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG9354  DYNAMIC HT  -           0.830 (meters)       2.72  (feet)  COMP
 AG9354  MODELED GRAV-     979,090.0   (mgal)                       NAVD 88
 AG9354
 AG9354  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AG9354
 AG9354.The horizontal coordinates were scaled from a topographic map and have
 AG9354.an estimated accuracy of +/- 6 seconds.
 AG9354
 AG9354.The orthometric height was determined by differential leveling
 AG9354.and adjusted by the National Geodetic Survey in 1992..
 AG9354.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AG9354.rate of 1.1 thru 2.0 mm/km.
 AG9354
 AG9354.This Tidal Bench Mark is designated as VM 7357
 AG9354.by the Center for Operational Oceanographic Products and Services.
 AG9354
 AG9354.The geoid height was determined by GEOID03.
 AG9354
 AG9354.The dynamic height is computed by dividing the NAVD 88
 AG9354.geopotential number by the normal gravity value computed on the
 AG9354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9354.degrees latitude (g = 980.6199 gals.).
 AG9354
 AG9354.The modeled gravity was interpolated from observed gravity values.
 AG9354
 AG9354;                    North         East    Units  Estimated Accuracy
 AG9354;SPC FL W     -   254,810.      193,310.      MT  (+/- 180 meters Scaled)
 AG9354
 AG9354                          SUPERSEDED SURVEY CONTROL
 AG9354
 AG9354  NGVD 29 (09/01/92)    1.187  (m)            3.89   (f) ADJUSTED    2 1
 AG9354
 AG9354.Superseded values are not recommended for survey control.
 AG9354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9354.See file dsdata.txt to determine how the superseded data were derived.
 AG9354
 AG9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK937462(NAD 83)
 AG9354_MARKER: DB = BENCH MARK DISK
 AG9354_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9354_SP_SET: CONCRETE BULKHEAD
 AG9354_STAMPING: 5506 F
 AG9354_MARK LOGO: FLDT  
 AG9354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9354+STABILITY: SURFACE MOTION
 AG9354
 AG9354  HISTORY     - Date     Condition        Report By
 AG9354  HISTORY     - UNK      MONUMENTED       FLDT
 AG9354  HISTORY     - 1984     GOOD             FLDNR
 AG9354
 AG9354                          STATION DESCRIPTION
 AG9354
 AG9354'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9354'IN MATLACHA.
 AG9354'THE MARK IS SET IN THE BULKHEAD AT THE NORTHEAST END OF THE BRIDGE
 AG9354'OVER MATLACHA PASS, 35 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 AG9354'BRIDGE, 62 FEET SOUTHWEST OF THE NORTHEAST END OF THE BULKHEAD, AND
 AG9354'IS BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1604 ***********************************************************************
 AG1604  DESIGNATION -  872 5506 TIDAL 01
 AG1604  PID         -  AG1604
 AG1604  STATE/COUNTY-  FL/LEE
 AG1604  USGS QUAD   -  MATLACHA (1987)
 AG1604
 AG1604                         *CURRENT SURVEY CONTROL
 AG1604  ___________________________________________________________________
 AG1604* NAD 83(1986)-  26 37 54.     (N)    082 04 06.     (W)     SCALED    
 AG1604* NAVD 88     -         1.728  (meters)       5.67   (feet)  ADJUSTED  
 AG1604  ___________________________________________________________________
 AG1604  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG1604  DYNAMIC HT  -           1.725 (meters)       5.66  (feet)  COMP
 AG1604  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 AG1604
 AG1604  VERT ORDER  -  FIRST     CLASS I
 AG1604
 AG1604.The horizontal coordinates were scaled from a topographic map and have
 AG1604.an estimated accuracy of +/- 6 seconds.
 AG1604
 AG1604.The orthometric height was determined by differential leveling
 AG1604.and adjusted by the National Geodetic Survey in June 1991..
 AG1604
 AG1604.The geoid height was determined by GEOID03.
 AG1604
 AG1604.The dynamic height is computed by dividing the NAVD 88
 AG1604.geopotential number by the normal gravity value computed on the
 AG1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1604.degrees latitude (g = 980.6199 gals.).
 AG1604
 AG1604.The modeled gravity was interpolated from observed gravity values.
 AG1604
 AG1604;                    North         East    Units  Estimated Accuracy
 AG1604;SPC FL W     -   254,600.      193,200.      MT  (+/- 180 meters Scaled)
 AG1604
 AG1604                          SUPERSEDED SURVEY CONTROL
 AG1604
 AG1604  NGVD 29 (??/??/92)    2.09   (m)            6.9    (f) COMPUTED    1 1
 AG1604
 AG1604.Superseded values are not recommended for survey control.
 AG1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1604.See file dsdata.txt to determine how the superseded data were derived.
 AG1604
 AG1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK936460(NAD 83)
 AG1604_MARKER: DB = BENCH MARK DISK
 AG1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG1604_SP_SET: BRIDGE
 AG1604_STAMPING: B M 0 1 1956
 AG1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1604
 AG1604  HISTORY     - Date     Condition        Report By
 AG1604  HISTORY     - 1956     MONUMENTED       CGS
 AG1604  HISTORY     - 1965     GOOD             NGS
 AG1604  HISTORY     - 1965     GOOD             NGS
 AG1604  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 AG1604
 AG1604                          STATION DESCRIPTION
 AG1604
 AG1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1604'AT MATLACHA.
 AG1604'AT MATLACHA, ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 78
 AG1604'FROM THE POST OFFICE, SET IN THE TOP AND AT THE WEST CORNER
 AG1604'OF A 3 FOOT PROTRUDING BRIDGE SUPPORT ON THE NORTHWEST SIDE
 AG1604'OF THE CONCRETE BASE OF THE DRAW PORTION OF THE BRIDGE OVER
 AG1604'MATLACHA PASS, AND ABOUT 5 FEET BELOW THE BRIDGE FLOOR.
 AG1604
 AG1604                          STATION RECOVERY (1965)
 AG1604
 AG1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AG1604'RECOVERED IN GOOD CONDITION.
 AG1604
 AG1604                          STATION RECOVERY (1982)
 AG1604
 AG1604'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 AG1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1600 ***********************************************************************
 AG1600  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1600  DESIGNATION -  872 5506 TIDAL 4
 AG1600  PID         -  AG1600
 AG1600  STATE/COUNTY-  FL/LEE
 AG1600  USGS QUAD   -  MATLACHA (1987)
 AG1600
 AG1600                         *CURRENT SURVEY CONTROL
 AG1600  ___________________________________________________________________
 AG1600* NAD 83(1986)-  26 37 55.     (N)    082 04 05.     (W)     SCALED    
 AG1600* NAVD 88     -         0.497  (meters)       1.63   (feet)  ADJUSTED  
 AG1600  ___________________________________________________________________
 AG1600  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG1600  DYNAMIC HT  -           0.496 (meters)       1.63  (feet)  COMP
 AG1600  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 AG1600
 AG1600  VERT ORDER  -  FIRST     CLASS I
 AG1600
 AG1600.The horizontal coordinates were scaled from a topographic map and have
 AG1600.an estimated accuracy of +/- 6 seconds.
 AG1600
 AG1600.The orthometric height was determined by differential leveling
 AG1600.and adjusted by the National Geodetic Survey in June 1991..
 AG1600.WARNING-Repeat measurements at this control monument indicate possible
 AG1600.vertical movement.
 AG1600
 AG1600.This Tidal Bench Mark is designated as VM 7358
 AG1600.by the Center for Operational Oceanographic Products and Services.
 AG1600
 AG1600.The geoid height was determined by GEOID03.
 AG1600
 AG1600.The dynamic height is computed by dividing the NAVD 88
 AG1600.geopotential number by the normal gravity value computed on the
 AG1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1600.degrees latitude (g = 980.6199 gals.).
 AG1600
 AG1600.The modeled gravity was interpolated from observed gravity values.
 AG1600
 AG1600;                    North         East    Units  Estimated Accuracy
 AG1600;SPC FL W     -   254,630.      193,220.      MT  (+/- 180 meters Scaled)
 AG1600
 AG1600                          SUPERSEDED SURVEY CONTROL
 AG1600
 AG1600  NGVD 29 (??/??/92)    0.86   (m)            2.8    (f) COMPUTED    1 1
 AG1600
 AG1600.Superseded values are not recommended for survey control.
 AG1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1600.See file dsdata.txt to determine how the superseded data were derived.
 AG1600
 AG1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK936461(NAD 83)
 AG1600_MARKER: DJ = TIDAL STATION DISK
 AG1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG1600_SP_SET: SEA WALL
 AG1600_STAMPING: NO 4 1965
 AG1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1600
 AG1600  HISTORY     - Date     Condition        Report By
 AG1600  HISTORY     - 1965     MONUMENTED       CGS
 AG1600  HISTORY     - 1974     GOOD             NGS
 AG1600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1600
 AG1600                          STATION DESCRIPTION
 AG1600
 AG1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1600'AT MATLACHA.
 AG1600'AT MATLACHA, ON WEST ISLAND, 0.2 MILE NORTHEAST ALONG STATE
 AG1600'HIGHWAY 78 FROM THE POST OFFICE, 65.0 FEET SOUTHEAST OF THE
 AG1600'CENTER LINE OF THE HIGHWAY AT THE SOUTHWEST END OF THE WOODEN
 AG1600'BRIDGE OVER MATLACHA PASS, 28.0 FEET EAST OF THE NORTH CORNER
 AG1600'OF THE SNOOK INN, SET IN THE TOP OF THE CONCRETE SEA WALL AND
 AG1600'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- SEA WALL
 AG1600'CRACKED AND SUNK.
 AG1600
 AG1600                          STATION RECOVERY (1974)
 AG1600
 AG1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1600'RECOVERED IN GOOD CONDITION.
 AG1600
 AG1600                          STATION RECOVERY (1989)
 AG1600
 AG1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1605 ***********************************************************************
 AG1605  DESIGNATION -  872 5506 TIDAL 5
 AG1605  PID         -  AG1605
 AG1605  STATE/COUNTY-  FL/LEE
 AG1605  USGS QUAD   -  MATLACHA (1987)
 AG1605
 AG1605                         *CURRENT SURVEY CONTROL
 AG1605  ___________________________________________________________________
 AG1605* NAD 83(1986)-  26 37 53.     (N)    082 04 06.     (W)     SCALED    
 AG1605* NAVD 88     -         0.974  (meters)       3.20   (feet)  ADJUSTED  
 AG1605  ___________________________________________________________________
 AG1605  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG1605  DYNAMIC HT  -           0.972 (meters)       3.19  (feet)  COMP
 AG1605  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 AG1605
 AG1605  VERT ORDER  -  FIRST     CLASS I
 AG1605
 AG1605.The horizontal coordinates were scaled from a topographic map and have
 AG1605.an estimated accuracy of +/- 6 seconds.
 AG1605
 AG1605.The orthometric height was determined by differential leveling
 AG1605.and adjusted by the National Geodetic Survey in June 1991..
 AG1605
 AG1605.The geoid height was determined by GEOID03.
 AG1605
 AG1605.The dynamic height is computed by dividing the NAVD 88
 AG1605.geopotential number by the normal gravity value computed on the
 AG1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1605.degrees latitude (g = 980.6199 gals.).
 AG1605
 AG1605.The modeled gravity was interpolated from observed gravity values.
 AG1605
 AG1605;                    North         East    Units  Estimated Accuracy
 AG1605;SPC FL W     -   254,570.      193,200.      MT  (+/- 180 meters Scaled)
 AG1605
 AG1605                          SUPERSEDED SURVEY CONTROL
 AG1605
 AG1605  NGVD 29 (??/??/92)    1.34   (m)            4.4    (f) COMPUTED    1 1
 AG1605
 AG1605.Superseded values are not recommended for survey control.
 AG1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1605.See file dsdata.txt to determine how the superseded data were derived.
 AG1605
 AG1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK936460(NAD 83)
 AG1605_MARKER: DJ = TIDAL STATION DISK
 AG1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1605_STAMPING: NO 5 1965
 AG1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1605+STABILITY: SURFACE MOTION
 AG1605
 AG1605  HISTORY     - Date     Condition        Report By
 AG1605  HISTORY     - 1965     MONUMENTED       CGS
 AG1605  HISTORY     - 1965     GOOD             NGS
 AG1605  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1605
 AG1605                          STATION DESCRIPTION
 AG1605
 AG1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1605'AT MATLACHA.
 AG1605'AT MATLACHA, ON WEST ISLAND, 0.2 MILE NORTHEAST ALONG STATE
 AG1605'HIGHWAY 78 FROM THE POST OFFICE, 36.2 FEET NORTHWEST OF THE
 AG1605'CENTER LINE OF THE HIGHWAY, 106.0 FEET WEST OF THE SOUTHWEST
 AG1605'END OF THE WOODEN BRIDGE OVER MATLACHA PASS, 3.0 FEET NORTHEAST
 AG1605'OF A POWER POLE WITH ONE GUY WIRE, 74 1/2 FEET SOUTHWEST OF
 AG1605'POWER POLE B-160, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 AG1605'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AG1605
 AG1605                          STATION RECOVERY (1965)
 AG1605
 AG1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AG1605'RECOVERED IN GOOD CONDITION.
 AG1605
 AG1605                          STATION RECOVERY (1989)
 AG1605
 AG1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG1605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7888 ***********************************************************************
 AD7888  CBN         -  This is a Cooperative Base Network Control Station.
 AD7888  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7888  DESIGNATION -  872 5520 A TIDAL
 AD7888  PID         -  AD7888
 AD7888  STATE/COUNTY-  FL/LEE
 AD7888  USGS QUAD   -  FORT MYERS (1987)
 AD7888
 AD7888                         *CURRENT SURVEY CONTROL
 AD7888  ___________________________________________________________________
 AD7888* NAD 83(1999)-  26 38 46.72488(N)    081 52 14.11449(W)     ADJUSTED  
 AD7888* NAVD 88     -         1.099  (meters)       3.61   (feet)  ADJUSTED  
 AD7888  ___________________________________________________________________
 AD7888  X           -     806,677.097 (meters)                     COMP
 AD7888  Y           -  -5,647,225.249 (meters)                     COMP
 AD7888  Z           -   2,843,233.016 (meters)                     COMP
 AD7888  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AD7888  ELLIP HEIGHT-         -23.09  (meters)          (04/12/01) GPS OBS
 AD7888  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AD7888  DYNAMIC HT  -           1.097 (meters)       3.60  (feet)  COMP
 AD7888  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 AD7888
 AD7888  HORZ ORDER  -  A
 AD7888  VERT ORDER  -  FIRST     CLASS II
 AD7888  ELLP ORDER  -  FOURTH    CLASS I
 AD7888
 AD7888.The horizontal coordinates were established by GPS observations
 AD7888.and adjusted by the National Geodetic Survey in April 2001..
 AD7888
 AD7888.The orthometric height was determined by differential leveling
 AD7888.and adjusted by the National Geodetic Survey in February 2002..
 AD7888.WARNING-Repeat measurements at this control monument indicate possible
 AD7888.vertical movement.
 AD7888
 AD7888.This Tidal Bench Mark is designated as VM 737
 AD7888.by the Center for Operational Oceanographic Products and Services.
 AD7888
 AD7888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7888
 AD7888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7888
 AD7888.The ellipsoidal height was determined by GPS observations
 AD7888.and is referenced to NAD 83.
 AD7888
 AD7888.The geoid height was determined by GEOID03.
 AD7888
 AD7888.The dynamic height is computed by dividing the NAVD 88
 AD7888.geopotential number by the normal gravity value computed on the
 AD7888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7888.degrees latitude (g = 980.6199 gals.).
 AD7888
 AD7888.The modeled gravity was interpolated from observed gravity values.
 AD7888
 AD7888;                    North         East     Units Scale Factor Converg.
 AD7888;SPC FL W     -   256,224.040   212,884.027   MT  0.99994323   +0 03 28.9
 AD7888;SPC FL W     -   840,628.37    698,437.01   sFT  0.99994323   +0 03 28.9
 AD7888;UTM  17      - 2,947,557.315   413,353.918   MT  0.99969268   -0 23 25.7
 AD7888
 AD7888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7888!SPC FL W     -   1.00000363  x   0.99994323  =   0.99994686
 AD7888!UTM  17      -   1.00000363  x   0.99969268  =   0.99969631
 AD7888
 AD7888:                Primary Azimuth Mark                     Grid Az
 AD7888:SPC FL W     -  G 246                                    173 25 34.4
 AD7888:UTM  17      -  G 246                                    173 52 29.0
 AD7888
 AD7888|---------------------------------------------------------------------|
 AD7888| PID    Reference Object                     Distance      Geod. Az  |
 AD7888|                                                           dddmmss.s |
 AD7888| AD1433 G 246                               400.102 METERS 1732903.3 |
 AD7888| AD8306 872 5520 B TIDAL                     86.843 METERS 31622     |
 AD7888|---------------------------------------------------------------------|
 AD7888
 AD7888                          SUPERSEDED SURVEY CONTROL
 AD7888
 AD7888  ELLIP H (06/02/94)  -23.04   (m)                       GP(       ) 3 1
 AD7888  NAD 83(1990)-  26 38 46.72321(N)    081 52 14.11350(W) AD(       ) B
 AD7888  ELLIP H (09/13/90)  -22.95   (m)                       GP(       ) 4 1
 AD7888  NAVD 88 (09/04/92)    1.097  (m)            3.60   (f) UNKNOWN     1 2
 AD7888  NGVD 29 (09/01/92)    1.456  (m)            4.78   (f) ADJUSTED    1 2
 AD7888
 AD7888.Superseded values are not recommended for survey control.
 AD7888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7888.See file dsdata.txt to determine how the superseded data were derived.
 AD7888
 AD7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1335447557(NAD 83)
 AD7888_MARKER: DJ = TIDAL STATION DISK
 AD7888_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD7888_SP_SET: RETAINING WALL
 AD7888_STAMPING: 5520 A 1978
 AD7888_MARK LOGO: NOS   
 AD7888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7888+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AD7888
 AD7888  HISTORY     - Date     Condition        Report By
 AD7888  HISTORY     - 1978     MONUMENTED       NOS
 AD7888  HISTORY     - 1989     GOOD             NGS
 AD7888  HISTORY     - 19920402 GOOD             NGS
 AD7888  HISTORY     - 19920902 GOOD             DENI
 AD7888  HISTORY     - 19930210 GOOD             NGS
 AD7888  HISTORY     - 19980112 GOOD             USPSQD
 AD7888  HISTORY     - 19981016 GOOD             USPSQD
 AD7888  HISTORY     - 19990405 GOOD             DENI
 AD7888  HISTORY     - 20010426 GOOD             NOS
 AD7888  HISTORY     - 20011021 GOOD             LDBLS
 AD7888  HISTORY     - 20020228 GOOD             MAPTEC
 AD7888  HISTORY     - 20020519 GOOD             MAPTEC
 AD7888  HISTORY     - 20030717 GOOD             DENI
 AD7888  HISTORY     - 20050118 GOOD             USPSQD
 AD7888  HISTORY     - 20050215 GOOD             FLDEP
 AD7888
 AD7888                          STATION DESCRIPTION
 AD7888
 AD7888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD7888'THE STATION IS LOCATED IN FORT MYERS, AT THE SOUTHWEST CORNER OF A
 AD7888'CONCRETE RETAINING WALL OF THE MAIN CITY OF FORT MYERS YACHT BASIN,
 AD7888'ABOUT 55 M (180.4 FT) SOUTHEST OF FORT MYERS EXHIBITION HALL, LOCATED
 AD7888'AT THE JUNCTION OF EDWARDS DRIVE AND HENDRY STREET, ABOUT 0.4 KM
 AD7888'(0.25 MI) EAST OF THE SOUTH END OF HIGHWAY 41 BRIDGE OVER THE
 AD7888'CALOOSAHATCHEE RIVER (DOWNTOWN EXIT) AND ALSO IS LOCATED THREE BLOCKS
 AD7888'NORTH OF THE JUNCTION OF MAIN STREET AND HENDRY STREET.
 AD7888'OWNERSHIP--CITY OF FORT MYERS.
 AD7888'TO REACH THE STATION FROM THE DOWNTOWN EXIT OF HIGHWAY 41 AT THE SOUTH
 AD7888'END OF HIGHWAY 41 BRIDGE OVER THE CALOOSAHATCHEE RIVER, GO EAST ALONG
 AD7888'MAIN STREET FOR TWO BLOCKS TO THE JUNCTION OF HENDRY ST., THEN GO
 AD7888'LEFT, NORTH ALONG HENDRY ST. FOR THREE BLOCKS TO THE JUNCTION WITH
 AD7888'EDWARDS DRIVE AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 AD7888'INTERSECTION, AT THE CITY YACHT BASIN.
 AD7888'THE STATION IS SET IN THE TOP OF A CONCRETE BULKHEAD, OR RETAINING
 AD7888'WALL, AT THE SOUTHWEST CORNER OF THE YACHT BASIN.  LOCATED 26.5 M
 AD7888'(86.9 FT) NORTH OF THE NORTH CURB OF EDWARDS DRIVE, 23.3 M (76.4 FT)
 AD7888'EAST OF THE EAST EDGE OF HENDRY STREET, 2.7 M (8.9 FT) NORTHEAST OF A
 AD7888'CORNER POINT OF A CONCRTE FENCE/WALL OF THE YACHT BASIN AND ABOUT 3.7
 AD7888'M (12.1 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOODEN WALKWAY
 AD7888'AROUND THE BASIN.
 AD7888'DESCRIBED BY G.F. SMITH.
 AD7888
 AD7888                          STATION RECOVERY (1992)
 AD7888
 AD7888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD7888'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY
 AD7888'STREET, IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST END
 AD7888'OF A SOUTHWEST CONCRETE RETAINING WALL AT SLIP NUMBER C 18 OF THE
 AD7888'FORT MYERS YACHT BASIN, 34.7 M (113.8 FT) NORTHWEST OF THE CENTERLINE
 AD7888'OF THE DRIVE, 27.7 M (90.9 FT) NORTHEAST OF THE CENTER OF THE
 AD7888'NORTHBOUND LANES OF THE STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AD7888'THE DRIVE.
 AD7888
 AD7888                          STATION RECOVERY (1992)
 AD7888
 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (1993)
 AD7888
 AD7888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AD7888'STATION IS LOCATED IN FORT MYERS, AT THE SOUTHWEST CORNER OF A
 AD7888'CONCRETE RETAINING WALL OF THE MAIN CITY OF FORT MYERS YACHT BASIN,
 AD7888'ABOUT 55 M (180.4 FT) SOUTHEST OF FORT MYERS EXHIBITION HALL, LOCATED
 AD7888'AT THE JUNCTION OF EDWARDS DRIVE AND HENDRY STREET, ABOUT 0.4 KM
 AD7888'(0.25 MI) EAST OF THE SOUTH END OF HIGHWAY 41 BRIDGE OVER THE
 AD7888'CALOOSAHATCHEE RIVER (DOWNTOWN EXIT) AND ALSO IS LOCATED THREE BLOCKS
 AD7888'NORTH OF THE JUNCTION OF MAIN STREET AND HENDRY STREET.
 AD7888'OWNERSHIP--CITY OF FORT MYERS.
 AD7888'TO REACH THE STATION FROM THE DOWNTOWN EXIT OF HIGHWAY 41 AT THE SOUTH
 AD7888'END OF HIGHWAY 41 BRIDGE OVER THE CALOOSAHATCHEE RIVER, GO EAST ALONG
 AD7888'MAIN STREET FOR TWO BLOCKS TO THE JUNCTION OF HENDRY STREET THEN GO
 AD7888'LEFT, NORTH ALONG HENDRY STREET FOR THREE BLOCKS TO THE JUNCTION WITH
 AD7888'EDWARDS DRIVE AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 AD7888'INTERSECTION, AT THE CITY YACHT BASIN.
 AD7888'STATION IS LOCATED IN THE TOP OF A CONCRETE BULKHEAD, OR RETAINING
 AD7888'WALL, AT THE SOUTHWEST CORNER OF THE YACHT BASIN.  IT IS 26.5 M
 AD7888'(86.9 FT) NORTH OF THE NORTH CURB OF EDWARDS DRIVE, 23.3 M (76.4 FT)
 AD7888'EAST OF THE EAST EDGE OF HENDRY STREET, 2.7 M (8.9 FT) NORTHEAST OF A
 AD7888'CORNER POINT OF A CONCRTE FENCE/WALL OF THE YACHT BASIN AND ABOUT 3.7
 AD7888'M (12.1 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOODEN WALKWAY
 AD7888'AROUND THE BASIN.
 AD7888
 AD7888                          STATION RECOVERY (1998)
 AD7888
 AD7888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (1998)
 AD7888
 AD7888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (1999)
 AD7888
 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1999
 AD7888'RECOVERED AS DESCRIBED.
 AD7888
 AD7888                          STATION RECOVERY (2001)
 AD7888
 AD7888'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AD7888'RECOVERED AS DESCRIBED.
 AD7888
 AD7888                          STATION RECOVERY (2001)
 AD7888
 AD7888'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD7888'THE MARK IS IN FORT MYERS IN THE NORTHEAST QUADRANT OF THE
 AD7888'INTERSECTION OF
 AD7888'EDWARDS DRIVE AND HENRY STREET, IN LEE COUNTY, FLORIDA. OWNERSHIP -
 AD7888'CITY OF
 AD7888'FORT MYERS.
 AD7888' 
 AD7888'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD7888'STREET (AT
 AD7888'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD7888'ALONG
 AD7888'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO
 AD7888'NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS JUNCTION WITH
 AD7888'HENDRY STREET
 AD7888'AND THE MARK ON THE LEFT.
 AD7888' 
 AD7888'THE MARK IS SET IN THE NORTHEAST CORNER OF A 0.30 M (1.0 FT) WIDE
 AD7888'CONCRETE
 AD7888'SEAWALL (RETAINING WALL), IN THE SOUTHWEST CORNER OF THE FORT MYERS
 AD7888'YACHT
 AD7888'BASIN, 34.32 M (112.6 FT) NORTHWEST OF THE CENTERLINE OF EDWARDS
 AD7888'DRIVE, 33.53 M
 AD7888'(110.0 FT) NORTHEAST OF THE CENTER OF THE GRASSED ISLAND MEDIAN OF
 AD7888'HENDRY
 AD7888'STREET, 3.35 M (11.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOOD
 AD7888'PLANK
 AD7888'BOARDWALK, AND 2.65 M (8.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 AD7888'0.30 M
 AD7888'(1.0 FT) CONCRETE BANISTER WALL. THE DISK IS SET FLUSH IN THE TOP OF
 AD7888'THE
 AD7888'CONCRETE SEAWALL (RETAINING WALL), ABOUT 0.30 M (1.0 FT) ABOVE THE
 AD7888'LEVEL OF
 AD7888'EDWARDS DRIVE.
 AD7888' 
 AD7888'
 AD7888
 AD7888                          STATION RECOVERY (2002)
 AD7888
 AD7888'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD7888'RECOVERED AS DESCRIBED
 AD7888' 
 AD7888'NOTE TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AD7888'HIGHWAY 75 AND STATE HIGHWAY 82, GO WEST ON HIGHWAY 82, 4.15 MI.
 AD7888'(6.5 KM) TO HENDRY STREET. TURN RIGHT ON HENDRY STREET AND GO 0.35
 AD7888'MI. TO EDWARDS STREET. CONTINUE ACROSS EDWARDS STREET INTO
 AD7888'YACHT CLUB PARKING LOT 150 FT (45.7 M) TO THE POINT.
 AD7888'
 AD7888
 AD7888                          STATION RECOVERY (2002)
 AD7888
 AD7888'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD7888'RECOVERED AS DESCRIBED.
 AD7888'
 AD7888
 AD7888                          STATION RECOVERY (2003)
 AD7888
 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (2005)
 AD7888
 AD7888'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (2005)
 AD7888
 AD7888'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD7888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8306 ***********************************************************************
 AD8306  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8306  DESIGNATION -  872 5520 B TIDAL
 AD8306  PID         -  AD8306
 AD8306  STATE/COUNTY-  FL/LEE
 AD8306  USGS QUAD   -  FORT MYERS (1987)
 AD8306
 AD8306                         *CURRENT SURVEY CONTROL
 AD8306  ___________________________________________________________________
 AD8306* NAD 83(1999)-  26 38 48.76719(N)    081 52 16.28115(W)     ADJUSTED  
 AD8306* NAVD 88     -         1.071  (meters)       3.51   (feet)  ADJUSTED  
 AD8306  ___________________________________________________________________
 AD8306  X           -     806,613.791 (meters)                     COMP
 AD8306  Y           -  -5,647,205.815 (meters)                     COMP
 AD8306  Z           -   2,843,289.196 (meters)                     COMP
 AD8306  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AD8306  ELLIP HEIGHT-         -23.09  (meters)          (12/12/02) GPS OBS
 AD8306  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AD8306  DYNAMIC HT  -           1.069 (meters)       3.51  (feet)  COMP
 AD8306  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AD8306
 AD8306  HORZ ORDER  -  FIRST
 AD8306  VERT ORDER  -  FIRST     CLASS II
 AD8306  ELLP ORDER  -  FOURTH    CLASS I
 AD8306
 AD8306.The horizontal coordinates were established by GPS observations
 AD8306.and adjusted by the National Geodetic Survey in December 2002..
 AD8306
 AD8306.The orthometric height was determined by differential leveling
 AD8306.and adjusted by the National Geodetic Survey in September 1992..
 AD8306
 AD8306.This Tidal Bench Mark is designated as VM 738
 AD8306.by the Center for Operational Oceanographic Products and Services.
 AD8306
 AD8306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8306
 AD8306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8306
 AD8306.The ellipsoidal height was determined by GPS observations
 AD8306.and is referenced to NAD 83.
 AD8306
 AD8306.The geoid height was determined by GEOID03.
 AD8306
 AD8306.The dynamic height is computed by dividing the NAVD 88
 AD8306.geopotential number by the normal gravity value computed on the
 AD8306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8306.degrees latitude (g = 980.6199 gals.).
 AD8306
 AD8306.The modeled gravity was interpolated from observed gravity values.
 AD8306
 AD8306;                    North         East     Units Scale Factor Converg.
 AD8306;SPC FL W     -   256,286.832   212,824.045   MT  0.99994321   +0 03 28.0
 AD8306;SPC FL W     -   840,834.38    698,240.22   sFT  0.99994321   +0 03 28.0
 AD8306;UTM  17      - 2,947,620.560   413,294.444   MT  0.99969281   -0 23 26.7
 AD8306
 AD8306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8306!SPC FL W     -   1.00000363  x   0.99994321  =   0.99994684
 AD8306!UTM  17      -   1.00000363  x   0.99969281  =   0.99969644
 AD8306
 AD8306|---------------------------------------------------------------------|
 AD8306| PID    Reference Object                     Distance      Geod. Az  |
 AD8306|                                                           dddmmss.s |
 AD8306| AD7888 872 5520 A TIDAL                     86.843 METERS 13622     |
 AD8306| AD8309 872 5520 F TIDAL                    246.358 METERS 22942     |
 AD8306|---------------------------------------------------------------------|
 AD8306
 AD8306                          SUPERSEDED SURVEY CONTROL
 AD8306
 AD8306  NAVD 88 (12/12/02)    1.07   (m)            3.5    (f) LEVELING    3  
 AD8306  NGVD 29 (09/01/92)    1.429  (m)            4.69   (f) ADJUSTED    1 2
 AD8306
 AD8306.Superseded values are not recommended for survey control.
 AD8306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8306.See file dsdata.txt to determine how the superseded data were derived.
 AD8306
 AD8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1329447621(NAD 83)
 AD8306_MARKER: DJ = TIDAL STATION DISK
 AD8306_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8306_SP_SET: RETAINING WALL
 AD8306_STAMPING: 5520 B 1978
 AD8306_MARK LOGO: NOS   
 AD8306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8306+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AD8306
 AD8306  HISTORY     - Date     Condition        Report By
 AD8306  HISTORY     - 1978     MONUMENTED       NOS
 AD8306  HISTORY     - 19920402 GOOD             NGS
 AD8306  HISTORY     - 19980106 GOOD             USPSQD
 AD8306  HISTORY     - 20011023 GOOD             LDBLS
 AD8306  HISTORY     - 20020508 GOOD             MAPTEC
 AD8306  HISTORY     - 20030717 GOOD             DENI
 AD8306  HISTORY     - 20050118 GOOD             USPSQD
 AD8306
 AD8306                          STATION DESCRIPTION
 AD8306
 AD8306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8306'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY
 AD8306'STREET, IN TOP OF AND 11.7 M (38.4 FT) SOUTHEAST OF THE NORTHWEST END
 AD8306'OF A SOUTHWEST CONCRETE RETAINING WALL AT SLIP NUMBER C 10 OF THE
 AD8306'FORT MYERS YACHT BASIN, 118.5 M (388.8 FT) NORTHWEST OF THE
 AD8306'CENTERLINE OF THE DRIVE, 8.9 M (29.2 FT) NORTHEAST OF THE CENTER OF
 AD8306'THE NORTHBOUND LANES OF THE STREET, 2.0 M (6.6 FT) NORTHEAST OF A
 AD8306'GUARDRAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 AD8306
 AD8306                          STATION RECOVERY (1998)
 AD8306
 AD8306'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8306'RECOVERED IN GOOD CONDITION.
 AD8306
 AD8306                          STATION RECOVERY (2001)
 AD8306
 AD8306'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8306'THE MARK IS IN FORT MYERS AT THE TERMINATION OF HENRY STREET, IN LEE
 AD8306'COUNTY,
 AD8306'FLORIDA. OWNERSHIP - CITY OF FORT MYERS.
 AD8306' 
 AD8306'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8306'STREET (AT
 AD8306'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD8306'ALONG
 AD8306'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO
 AD8306'NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS JUNCTION WITH
 AD8306'HENDRY
 AD8306'STREET, GO NORTHWEST ON HENRY STREET TO ITS END AT A TWO (2) STORY
 AD8306'MASONRY
 AD8306'STUCCO BUILDING (ADDRESS- 1300 HENDRY ST.) AND THE MARK ON THE EAST
 AD8306'SIDE NEAR
 AD8306'THE NORTHEAST CORNER OF THE BUILDING.
 AD8306' 
 AD8306'THE MARK IS ON TOP OF A 0.30 M (1.0 FT) WIDE CONCRETE SEAWALL
 AD8306'(RETAINING WALL),
 AD8306'119.54 M (392.2 FT) NORTHWEST OF THE CENTERLINE OF EDWARDS DRIVE,
 AD8306'11.61 M (38.1
 AD8306'FT) SOUTHEAST ALONG THE SEAWALL (RETAINING WALL) FROM THE RIVERSIDE
 AD8306'EDGE OF THE
 AD8306'CONCRETE DOCK, 8.60 M (28.2 FT) SOUTHEAST FROM THE NORTH CORNER OF THE
 AD8306'STUCCO
 AD8306'BUILDING, 4.15 M (13.6 FT) SOUTHEAST ALONG THE 0.30 M (1.0 FT) WIDE
 AD8306'CONCRETE
 AD8306'BANISTER WALL FROM ITS NORTHERN END AND 2.01 M (6.6 FT) NORTHEAST OF
 AD8306'THE EAST
 AD8306'FACE OF THE BANISTER WALL, THE DISK IS SET FLUSH IN THE TOP OF THE
 AD8306'CONCRETE
 AD8306'SEAWALL (RETAINING WALL) ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF
 AD8306'HENDRY
 AD8306'STREET.
 AD8306' 
 AD8306'
 AD8306
 AD8306                          STATION RECOVERY (2002)
 AD8306
 AD8306'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8306'THE MARK IS IN FORT MYERS AT THE TERMINATION OF HENRY STREET, IN LEE
 AD8306'COUNTY,
 AD8306'FLORIDA. OWNERSHIP - CITY OF FORT MYERS.
 AD8306' 
 AD8306'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8306'STREET (AT
 AD8306'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD8306'ALONG
 AD8306'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO
 AD8306'NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS JUNCTION WITH
 AD8306'HENDRY
 AD8306'STREET, GO NORTHWEST ON HENRY STREET TO ITS END AT A TWO (2) STORY
 AD8306'MASONRY
 AD8306'STUCCO BUILDING (ADDRESS- 1300 HENDRY ST.) AND THE MARK ON THE EAST
 AD8306'SIDE NEAR
 AD8306'THE NORTHEAST CORNER OF THE BUILDING.
 AD8306' 
 AD8306'THE MARK IS ON TOP OF A 0.30 M (1.0 FT) WIDE CONCRETE SEAWALL
 AD8306'(RETAINING WALL),
 AD8306'119.54 M (392.2 FT) NORTHWEST OF THE CENTERLINE OF EDWARDS DRIVE,
 AD8306'11.61 M (38.1
 AD8306'FT) SOUTHEAST ALONG THE SEAWALL (RETAINING WALL) FROM THE RIVERSIDE
 AD8306'EDGE OF THE
 AD8306'CONCRETE DOCK, 8.60 M (28.2 FT) SOUTHEAST FROM THE NORTH CORNER OF THE
 AD8306'STUCCO
 AD8306'BUILDING, 4.15 M (13.6 FT) SOUTHEAST ALONG THE 0.30 M (1.0 FT) WIDE
 AD8306'CONCRETE
 AD8306'BANISTER WALL FROM ITS NORTHERN END AND 2.01 M (6.6 FT) NORTHEAST OF
 AD8306'THE EAST
 AD8306'FACE OF THE BANISTER WALL, THE DISK IS SET FLUSH IN THE TOP OF THE
 AD8306'CONCRETE
 AD8306'SEAWALL (RETAINING WALL) ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF
 AD8306'HENDRY
 AD8306'STREET.
 AD8306' 
 AD8306'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)
 AD8306' 
 AD8306' 
 AD8306' 
 AD8306'
 AD8306
 AD8306                          STATION RECOVERY (2003)
 AD8306
 AD8306'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD8306'RECOVERED IN GOOD CONDITION.
 AD8306
 AD8306                          STATION RECOVERY (2005)
 AD8306
 AD8306'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8311 ***********************************************************************
 AD8311  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8311  DESIGNATION -  872 5520 C TIDAL
 AD8311  PID         -  AD8311
 AD8311  STATE/COUNTY-  FL/LEE
 AD8311  USGS QUAD   -  FORT MYERS (1987)
 AD8311
 AD8311                         *CURRENT SURVEY CONTROL
 AD8311  ___________________________________________________________________
 AD8311* NAD 83(1986)-  26 38 48.     (N)    081 52 15.     (W)     SCALED    
 AD8311* NAVD 88     -         1.105  (meters)       3.63   (feet)  ADJUSTED  
 AD8311  ___________________________________________________________________
 AD8311  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AD8311  DYNAMIC HT  -           1.103 (meters)       3.62  (feet)  COMP
 AD8311  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AD8311
 AD8311  VERT ORDER  -  FIRST     CLASS II
 AD8311
 AD8311.The horizontal coordinates were scaled from a topographic map and have
 AD8311.an estimated accuracy of +/- 6 seconds.
 AD8311
 AD8311.The orthometric height was determined by differential leveling
 AD8311.and adjusted by the National Geodetic Survey in September 1992..
 AD8311
 AD8311.This Tidal Bench Mark is designated as VM 731
 AD8311.by the Center for Operational Oceanographic Products and Services.
 AD8311
 AD8311.The geoid height was determined by GEOID03.
 AD8311
 AD8311.The dynamic height is computed by dividing the NAVD 88
 AD8311.geopotential number by the normal gravity value computed on the
 AD8311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8311.degrees latitude (g = 980.6199 gals.).
 AD8311
 AD8311.The modeled gravity was interpolated from observed gravity values.
 AD8311
 AD8311;                    North         East    Units  Estimated Accuracy
 AD8311;SPC FL W     -   256,260.      212,860.      MT  (+/- 180 meters Scaled)
 AD8311
 AD8311                          SUPERSEDED SURVEY CONTROL
 AD8311
 AD8311  NGVD 29 (09/01/92)    1.463  (m)            4.80   (f) ADJUSTED    1 2
 AD8311
 AD8311.Superseded values are not recommended for survey control.
 AD8311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8311.See file dsdata.txt to determine how the superseded data were derived.
 AD8311
 AD8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK133475(NAD 83)
 AD8311_MARKER: DJ = TIDAL STATION DISK
 AD8311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8311_SP_SET: STAINLESS STEEL ROD
 AD8311_STAMPING: 5520 C 1978
 AD8311_MARK LOGO: NOS   
 AD8311_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8311+STABILITY: POSITION/ELEVATION WELL
 AD8311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8311+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 AD8311
 AD8311  HISTORY     - Date     Condition        Report By
 AD8311  HISTORY     - 1978     MONUMENTED       NOS
 AD8311  HISTORY     - 19920402 GOOD             NGS
 AD8311  HISTORY     - 19980106 MARK NOT FOUND   USPSQD
 AD8311  HISTORY     - 20050118 MARK NOT FOUND   USPSQD
 AD8311
 AD8311                          STATION DESCRIPTION
 AD8311
 AD8311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8311'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY
 AD8311'STREET, IN THE NORTH END AND NEAR THE CENTER OF A MEDIAN OF THE
 AD8311'STREET, 99.2 M (325.5 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE,
 AD8311'10.5 M (34.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE MEDIAN, 6.2 M
 AD8311'(20.3 FT) SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AD8311'STREET, 6.0 M (19.7 FT) NORTHEAST OF THE CENTER OF THE SOUTHBOUND
 AD8311'LANES OF THE STREET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AD8311'STREET.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 AD8311'WITH THE GROUND SURFACE.
 AD8311
 AD8311                          STATION RECOVERY (1998)
 AD8311
 AD8311'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8311'MARK NOT FOUND.
 AD8311
 AD8311                          STATION RECOVERY (2005)
 AD8311
 AD8311'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8311'THE DESCRIPTION ON THE DATASHEET WOULD PLACE THE MARK UNDER A
 AD8311'BUILDING. THE LA  LO NUMBERS WOULD PLACE IT IN THE WATER OF THE YACHT
 AD8311'BASIN. AD8306 IS PHYSICALLY 20FT NE OF THIS CITY PIER BLDG. AND
 AD8311'THEREFORE WOULD PROMPT THAT BOTH THE DESCRIPTION AND THE LA LO ARE
 AD8311'INCORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8309 ***********************************************************************
 AD8309  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8309  DESIGNATION -  872 5520 F TIDAL
 AD8309  PID         -  AD8309
 AD8309  STATE/COUNTY-  FL/LEE
 AD8309  USGS QUAD   -  FORT MYERS (1987)
 AD8309
 AD8309                         *CURRENT SURVEY CONTROL
 AD8309  ___________________________________________________________________
 AD8309* NAD 83(1999)-  26 38 43.59010(N)    081 52 23.07499(W)     ADJUSTED  
 AD8309* NAVD 88     -         1.138  (meters)       3.73   (feet)  ADJUSTED  
 AD8309  ___________________________________________________________________
 AD8309  X           -     806,437.894 (meters)                     COMP
 AD8309  Y           -  -5,647,303.165 (meters)                     COMP
 AD8309  Z           -   2,843,146.805 (meters)                     COMP
 AD8309  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AD8309  ELLIP HEIGHT-         -23.04  (meters)          (12/12/02) GPS OBS
 AD8309  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AD8309  DYNAMIC HT  -           1.137 (meters)       3.73  (feet)  COMP
 AD8309  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AD8309
 AD8309  HORZ ORDER  -  FIRST
 AD8309  VERT ORDER  -  FIRST     CLASS II
 AD8309  ELLP ORDER  -  FOURTH    CLASS I
 AD8309
 AD8309.The horizontal coordinates were established by GPS observations
 AD8309.and adjusted by the National Geodetic Survey in December 2002..
 AD8309
 AD8309.The orthometric height was determined by differential leveling
 AD8309.and adjusted by the National Geodetic Survey in September 1992..
 AD8309
 AD8309.This Tidal Bench Mark is designated as VM 1783
 AD8309.by the Center for Operational Oceanographic Products and Services.
 AD8309
 AD8309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8309
 AD8309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8309
 AD8309.The ellipsoidal height was determined by GPS observations
 AD8309.and is referenced to NAD 83.
 AD8309
 AD8309.The geoid height was determined by GEOID03.
 AD8309
 AD8309.The dynamic height is computed by dividing the NAVD 88
 AD8309.geopotential number by the normal gravity value computed on the
 AD8309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8309.degrees latitude (g = 980.6199 gals.).
 AD8309
 AD8309.The modeled gravity was interpolated from observed gravity values.
 AD8309
 AD8309;                    North         East     Units Scale Factor Converg.
 AD8309;SPC FL W     -   256,127.317   212,636.321   MT  0.99994315   +0 03 24.9
 AD8309;SPC FL W     -   840,311.04    697,624.33   sFT  0.99994315   +0 03 24.9
 AD8309;UTM  17      - 2,947,462.558   413,105.524   MT  0.99969322   -0 23 29.7
 AD8309
 AD8309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8309!SPC FL W     -   1.00000362  x   0.99994315  =   0.99994677
 AD8309!UTM  17      -   1.00000362  x   0.99969322  =   0.99969684
 AD8309
 AD8309|---------------------------------------------------------------------|
 AD8309| PID    Reference Object                     Distance      Geod. Az  |
 AD8309|                                                           dddmmss.s |
 AD8309| AD8306 872 5520 B TIDAL                    246.358 METERS 04942     |
 AD8309| AD8307 872 5520 H TIDAL                     65.930 METERS 21111     |
 AD8309|---------------------------------------------------------------------|
 AD8309
 AD8309                          SUPERSEDED SURVEY CONTROL
 AD8309
 AD8309  NAVD 88 (12/12/02)    1.14   (m)            3.7    (f) LEVELING    3  
 AD8309  NGVD 29 (09/01/92)    1.496  (m)            4.91   (f) ADJUSTED    1 2
 AD8309
 AD8309.Superseded values are not recommended for survey control.
 AD8309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8309.See file dsdata.txt to determine how the superseded data were derived.
 AD8309
 AD8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1310647463(NAD 83)
 AD8309_MARKER: DJ = TIDAL STATION DISK
 AD8309_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8309_SP_SET: RETAINING WALL
 AD8309_STAMPING: 5520 F 1990
 AD8309_MARK LOGO: NOS   
 AD8309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8309+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AD8309
 AD8309  HISTORY     - Date     Condition        Report By
 AD8309  HISTORY     - 1990     MONUMENTED       NOS
 AD8309  HISTORY     - 19920402 GOOD             NGS
 AD8309  HISTORY     - 19980106 GOOD             USPSQD
 AD8309  HISTORY     - 20011015 GOOD             LDBLS
 AD8309  HISTORY     - 20020508 GOOD             MAPTEC
 AD8309  HISTORY     - 20050118 GOOD             USPSQD
 AD8309
 AD8309                          STATION DESCRIPTION
 AD8309
 AD8309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8309'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS
 AD8309'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF
 AD8309'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK,
 AD8309'89.0 M (292.0 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 66.3 M
 AD8309'(217.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE WALL, 33.0 M (108.3
 AD8309'FT) WEST OF THE WEST END OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE
 AD8309'ARMY AIR FIELDS), 18.9 M (62.0 FT) NORTHWEST OF THE SOUTHWEST CORNER
 AD8309'OF A FOOTING FOR A FLAG POLE, 5.6 M (18.4 FT) NORTHEAST OF THE
 AD8309'EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, 0.3 M (1.0
 AD8309'FT) ABOVE THE LEVEL OF THE DRIVE.
 AD8309
 AD8309                          STATION RECOVERY (1998)
 AD8309
 AD8309'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8309'RECOVERED IN GOOD CONDITION.
 AD8309
 AD8309                          STATION RECOVERY (2001)
 AD8309
 AD8309'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8309'THE MARK IS IN FORT MYERS AT THE NORTH EDGE OF CENTENNIAL PARK, IN LEE
 AD8309'COUNTY,
 AD8309'FLORIDA. OWNERSHIP - CITY OF FORT MYERS.
 AD8309' 
 AD8309'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8309'STREET (AT
 AD8309'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD8309'ALONG
 AD8309'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND
 AD8309'THE
 AD8309'MARK.
 AD8309' 
 AD8309'THE MARK IS ON THE TOP OF THE 0.61 M (2.0 FT) WIDE CONCRETE SEAWALL
 AD8309'(RETAINING
 AD8309'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF
 AD8309'THE
 AD8309'CALOOSAHATCHEE RIVER, 83.67 M (274.5 FT) NORTHWEST OF THE CENTERLINE
 AD8309'OF EDWARDS
 AD8309'DRIVE, 33.41 M (109.6 FT) WEST OF THE WEST END OF A MEMORIAL MONUMENT
 AD8309'(BUCKINGHAM AND PAGE ARMY AIR FIELDS), 19.66 M (64.5 FT) NORTHWEST OF
 AD8309'THE
 AD8309'CENTER OF A 9-INCH ROUND METAL FLAGPOLE, 5.61 M (18.4 FT) NORTHEAST
 AD8309'ALONG THE
 AD8309'SEAWALL FROM THE EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF MONROE
 AD8309'STREET,
 AD8309'AND 0.15 M ( 0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.
 AD8309'THE DISK
 AD8309'IS SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT)
 AD8309'ABOVE
 AD8309'THE LEVEL OF EDWARDS DRIVE.
 AD8309' 
 AD8309'
 AD8309
 AD8309                          STATION RECOVERY (2002)
 AD8309
 AD8309'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8309'THE MARK IS IN FORT MYERS AT THE NORTH EDGE OF CENTENNIAL PARK, IN LEE
 AD8309'COUNTY,
 AD8309'FLORIDA. OWNERSHIP - CITY OF FORT MYERS.
 AD8309' 
 AD8309'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8309'STREET (AT
 AD8309'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD8309'ALONG
 AD8309'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND
 AD8309'THE
 AD8309'MARK.
 AD8309' 
 AD8309'THE MARK IS ON THE TOP OF THE 0.61 M (2.0 FT) WIDE CONCRETE SEAWALL
 AD8309'(RETAINING
 AD8309'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF
 AD8309'THE
 AD8309'CALOOSAHATCHEE RIVER, 83.67 M (274.5 FT) NORTHWEST OF THE CENTERLINE
 AD8309'OF EDWARDS
 AD8309'DRIVE, 33.41 M (109.6 FT) WEST OF THE WEST END OF A MEMORIAL MONUMENT
 AD8309'(BUCKINGHAM AND PAGE ARMY AIR FIELDS), 19.66 M (64.5 FT) NORTHWEST OF
 AD8309'THE
 AD8309'CENTER OF A 9-INCH ROUND METAL FLAGPOLE, 5.61 M (18.4 FT) NORTHEAST
 AD8309'ALONG THE
 AD8309'SEAWALL FROM THE EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF MONROE
 AD8309'STREET,
 AD8309'AND 0.15 M ( 0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.
 AD8309'THE DISK
 AD8309'IS SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT)
 AD8309'ABOVE
 AD8309'THE LEVEL OF EDWARDS DRIVE.
 AD8309' 
 AD8309'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)
 AD8309' 
 AD8309' 
 AD8309'
 AD8309
 AD8309                          STATION RECOVERY (2005)
 AD8309
 AD8309'RECOVERY NOTE BY US POWER SQUADRON 2005
 AD8309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8308 ***********************************************************************
 AD8308  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8308  DESIGNATION -  872 5520 G TIDAL
 AD8308  PID         -  AD8308
 AD8308  STATE/COUNTY-  FL/LEE
 AD8308  USGS QUAD   -  FORT MYERS (1987)
 AD8308
 AD8308                         *CURRENT SURVEY CONTROL
 AD8308  ___________________________________________________________________
 AD8308* NAD 83(1986)-  26 38 45.2    (N)    081 52 21.4    (W)     HD_HELD2  
 AD8308* NAVD 88     -         0.856  (meters)       2.81   (feet)  ADJUSTED  
 AD8308  ___________________________________________________________________
 AD8308  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AD8308  DYNAMIC HT  -           0.855 (meters)       2.81  (feet)  COMP
 AD8308  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AD8308
 AD8308  VERT ORDER  -  FIRST     CLASS II
 AD8308
 AD8308.The horizontal coordinates were established by autonomous hand held GPS
 AD8308.observations and have an estimated accuracy of +/- 10 meters.
 AD8308
 AD8308.The orthometric height was determined by differential leveling
 AD8308.and adjusted by the National Geodetic Survey in September 1992..
 AD8308
 AD8308.This Tidal Bench Mark is designated as VM 1784
 AD8308.by the Center for Operational Oceanographic Products and Services.
 AD8308
 AD8308.The geoid height was determined by GEOID03.
 AD8308
 AD8308.The dynamic height is computed by dividing the NAVD 88
 AD8308.geopotential number by the normal gravity value computed on the
 AD8308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8308.degrees latitude (g = 980.6199 gals.).
 AD8308
 AD8308.The modeled gravity was interpolated from observed gravity values.
 AD8308
 AD8308;                    North         East    Units  Estimated Accuracy
 AD8308;SPC FL W     -   256,177.      212,683.      MT  (+/- 10 meters HH2 GPS)
 AD8308
 AD8308                          SUPERSEDED SURVEY CONTROL
 AD8308
 AD8308  NGVD 29 (09/01/92)    1.214  (m)            3.98   (f) ADJUSTED    1 2
 AD8308
 AD8308.Superseded values are not recommended for survey control.
 AD8308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8308.See file dsdata.txt to determine how the superseded data were derived.
 AD8308
 AD8308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1315247512(NAD 83)
 AD8308_MARKER: DJ = TIDAL STATION DISK
 AD8308_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8308_SP_SET: RETAINING WALL
 AD8308_STAMPING: 5520 G 1990
 AD8308_MARK LOGO: NOS   
 AD8308_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8308+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 AD8308
 AD8308  HISTORY     - Date     Condition        Report By
 AD8308  HISTORY     - 1990     MONUMENTED       NOS
 AD8308  HISTORY     - 19920402 GOOD             NGS
 AD8308  HISTORY     - 19980106 GOOD             USPSQD
 AD8308  HISTORY     - 20011010 GOOD             LDBLS
 AD8308  HISTORY     - 20050118 MARK NOT FOUND   USPSQD
 AD8308
 AD8308                          STATION DESCRIPTION
 AD8308
 AD8308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8308'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS
 AD8308'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF
 AD8308'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK,
 AD8308'93.8 M (307.7 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 72.4 M
 AD8308'(237.5 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE NORTHBOUND
 AD8308'LANES OF THE STREET, 37.9 M (124.3 FT) NORTHEAST OF THE NORTHEAST
 AD8308'CORNER OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE ARMY AIR FIELDS),
 AD8308'10.1 M (33.1 FT) SOUTHWEST OF THE CENTER OF A BOAT RAMP, AND 0.3 M
 AD8308'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 AD8308
 AD8308                          STATION RECOVERY (1998)
 AD8308
 AD8308'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8308'RECOVERED IN GOOD CONDITION.
 AD8308
 AD8308                          STATION RECOVERY (2001)
 AD8308
 AD8308'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8308'THE MARK IS IN FORT MYERS NEAR THE NORTHEAST CORNER OF CENTENNIAL
 AD8308'PARK. IN LEE
 AD8308'COUNTY, FLORIDA. OWNERSHIP - CITY OF FORT MYERS.
 AD8308' 
 AD8308'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8308'STREET (AT
 AD8308'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD8308'ALONG
 AD8308'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO
 AD8308'NORTHEAST ON EDWARDS DRIVE ABOUT 0.08 KM (0.05 MI) AND TURN LEFT ONTO
 AD8308'AN
 AD8308'ASPHALT DRIVE AND GO NORTH ACROSS THE ASPHALT PARKING AREA TO A BOAT
 AD8308'RAMP ON
 AD8308'THE SOUTH BANK OF THE CALOOSAHATCHEE RIVER AND THE MARK.
 AD8308' 
 AD8308'THE MARK IS ON THE TOP OF A 1.22 M (4.0 FT) WIDE CONCRETE RETAINING
 AD8308'WALL ON THE
 AD8308'WEST SIDE OF THE BOAT RAMP, 95.16 M (312.2 FT) NORTHWEST OF THE
 AD8308'CENTERLINE OF
 AD8308'EDWARDS DRIVE. 73.94 M (242.6 FT) NORTHEAST ALONG THE 0.61 M (2.0 FT)
 AD8308'WIDE
 AD8308'CONCRETE SEAWALL FROM THE EXTENDED CENTERLINE OF THE NORTHBOUND LANES
 AD8308'OF MONROE
 AD8308'STREET, 37.89 M (124.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 AD8308'MEMORIAL
 AD8308'MONUMENT (BUCKINGHAM AND PAGE ARMY AIR FIELDS), 29.38 M (96.4 FT)
 AD8308'NORTHWEST OF
 AD8308'THE FACE OF THE 24-INCH ROUND CONCRETE COLUMN SUPPORT IN THE NORTHWEST
 AD8308'CORNER
 AD8308'OF A PAVILION, 7.80 M (25.6 FT) SOUTHWEST OF THE CENTER OF THE BOAT
 AD8308'RAMP, 2.47
 AD8308'M (8.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE SEAWALL,
 AD8308'1.10 M
 AD8308'(3.6 FT) SOUTHEAST ALONG THE 1.22 M (4.0 FT) WIDE CONCRETE RETAINING
 AD8308'WALL FROM
 AD8308'ITS ABUTMENT WITH A WOOD PLANK WALK, AND 0.12 M (0.4 FT) EAST OF THE
 AD8308'WEST EDGE
 AD8308'OF THE 1.22 M (4.0 FT) RETAINING WALL, THE DISK IS SET FLUSH IN THE
 AD8308'TOP OF THE
 AD8308'CONCRETE RETAINING WALL ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF
 AD8308'EDWARDS DRIVE.
 AD8308' 
 AD8308'
 AD8308
 AD8308                          STATION RECOVERY (2005)
 AD8308
 AD8308'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8308'THE MARK WAS NOT FOUND. THERE IS PHYSICAL EVIDENCE THAT THE MARK WAS
 AD8308'FORCEABLY REMOVED AND ONLY THE EMPTY TUBE IN THE CONCRETE WALL IS
 AD8308'VISIABLE AT 26 38.752N  081 52.355WW
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8307 ***********************************************************************
 AD8307  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8307  DESIGNATION -  872 5520 H TIDAL
 AD8307  PID         -  AD8307
 AD8307  STATE/COUNTY-  FL/LEE
 AD8307  USGS QUAD   -  FORT MYERS (1987)
 AD8307
 AD8307                         *CURRENT SURVEY CONTROL
 AD8307  ___________________________________________________________________
 AD8307* NAD 83(1999)-  26 38 41.75740(N)    081 52 24.30923(W)     ADJUSTED  
 AD8307* NAVD 88     -         1.145  (meters)       3.76   (feet)  ADJUSTED  
 AD8307  ___________________________________________________________________
 AD8307  X           -     806,407.679 (meters)                     COMP
 AD8307  Y           -  -5,647,333.041 (meters)                     COMP
 AD8307  Z           -   2,843,096.395 (meters)                     COMP
 AD8307  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AD8307  ELLIP HEIGHT-         -23.03  (meters)          (12/12/02) GPS OBS
 AD8307  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AD8307  DYNAMIC HT  -           1.143 (meters)       3.75  (feet)  COMP
 AD8307  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AD8307
 AD8307  HORZ ORDER  -  FIRST
 AD8307  VERT ORDER  -  FIRST     CLASS II
 AD8307  ELLP ORDER  -  FOURTH    CLASS I
 AD8307
 AD8307.The horizontal coordinates were established by GPS observations
 AD8307.and adjusted by the National Geodetic Survey in December 2002..
 AD8307
 AD8307.The orthometric height was determined by differential leveling
 AD8307.and adjusted by the National Geodetic Survey in February 2002..
 AD8307.WARNING-Repeat measurements at this control monument indicate possible
 AD8307.vertical movement.
 AD8307
 AD8307.This Tidal Bench Mark is designated as VM 1785
 AD8307.by the Center for Operational Oceanographic Products and Services.
 AD8307
 AD8307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8307
 AD8307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8307
 AD8307.The ellipsoidal height was determined by GPS observations
 AD8307.and is referenced to NAD 83.
 AD8307
 AD8307.The geoid height was determined by GEOID03.
 AD8307
 AD8307.The dynamic height is computed by dividing the NAVD 88
 AD8307.geopotential number by the normal gravity value computed on the
 AD8307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8307.degrees latitude (g = 980.6199 gals.).
 AD8307
 AD8307.The modeled gravity was interpolated from observed gravity values.
 AD8307
 AD8307;                    North         East     Units Scale Factor Converg.
 AD8307;SPC FL W     -   256,070.881   212,602.244   MT  0.99994314   +0 03 24.4
 AD8307;SPC FL W     -   840,125.88    697,512.53   sFT  0.99994314   +0 03 24.4
 AD8307;UTM  17      - 2,947,406.405   413,071.015   MT  0.99969329   -0 23 30.2
 AD8307
 AD8307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8307!SPC FL W     -   1.00000362  x   0.99994314  =   0.99994676
 AD8307!UTM  17      -   1.00000362  x   0.99969329  =   0.99969691
 AD8307
 AD8307|---------------------------------------------------------------------|
 AD8307| PID    Reference Object                     Distance      Geod. Az  |
 AD8307|                                                           dddmmss.s |
 AD8307| AD8309 872 5520 F TIDAL                     65.930 METERS 03111     |
 AD8307| AD1433 G 246                               408.667 METERS 1264611.0 |
 AD8307|---------------------------------------------------------------------|
 AD8307
 AD8307                          SUPERSEDED SURVEY CONTROL
 AD8307
 AD8307  NAVD 88 (09/04/92)    1.147  (m)            3.76   (f) UNKNOWN     1 2
 AD8307  NGVD 29 (09/01/92)    1.504  (m)            4.93   (f) ADJUSTED    1 2
 AD8307
 AD8307.Superseded values are not recommended for survey control.
 AD8307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8307.See file dsdata.txt to determine how the superseded data were derived.
 AD8307
 AD8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1307147406(NAD 83)
 AD8307_MARKER: DJ = TIDAL STATION DISK
 AD8307_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8307_SP_SET: RETAINING WALL
 AD8307_STAMPING: 5520 H 1990
 AD8307_MARK LOGO: NOS   
 AD8307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8307+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AD8307
 AD8307  HISTORY     - Date     Condition        Report By
 AD8307  HISTORY     - 1990     MONUMENTED       NOS
 AD8307  HISTORY     - 19920402 GOOD             NGS
 AD8307  HISTORY     - 19980106 MARK NOT FOUND   USPSQD
 AD8307  HISTORY     - 20011015 GOOD             LDBLS
 AD8307  HISTORY     - 20020508 GOOD             MAPTEC
 AD8307  HISTORY     - 20050118 GOOD             USPSQD
 AD8307
 AD8307                          STATION DESCRIPTION
 AD8307
 AD8307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8307'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS
 AD8307'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF
 AD8307'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK,
 AD8307'60.4 M (198.2 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE
 AD8307'NORTHBOUND LANES OF THE STREET, 54.1 M (177.5 FT) NORTHWEST OF THE
 AD8307'CENTERLINE OF THE DRIVE, 30.8 M (101.0 FT) NORTHEAST OF THE CENTER OF
 AD8307'A RAMP LEADING TO A FISHING PIER, 10.1 M (33.1 FT) SOUTHWEST OF THE
 AD8307'CENTER OF A BOAT RAMP, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AD8307'DRIVE.
 AD8307
 AD8307                          STATION RECOVERY (1998)
 AD8307
 AD8307'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8307'MARK NOT FOUND.
 AD8307
 AD8307                          STATION RECOVERY (2001)
 AD8307
 AD8307'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8307'THE MARK IS IN FORT MYERS LEE COUNTY, FLORIDA. OWNERSHIP - CITY OF
 AD8307'FORT MYERS.
 AD8307' 
 AD8307'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8307'STREET (AT
 AD8307'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD8307'ALONG
 AD8307'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND
 AD8307'THE
 AD8307'MARK.
 AD8307' 
 AD8307'THE MARK IS ON THE TOP OF THE 0.61 M (2 FT) WIDE CONCRETE SEAWALL
 AD8307'(RETAINING
 AD8307'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF
 AD8307'THE
 AD8307'CALOOSAHATCHEE RIVER, 3.80 M (176.5 FT) NORTHWEST OF EDWARDS DRIVE,
 AD8307'43.89 M
 AD8307'(144.0 FT) SOUTHWEST ALONG THE SEAWALL FROM THE EXTENDED CENTERLINE OF
 AD8307'THE
 AD8307'SOUTHBOUND LANES OF MONROE STREET, 39.47 M (129.5 FT) SOUTHWEST ALONG
 AD8307'EDWARDS
 AD8307'DRIVE FROM THE EXTENDED CENTERLINE OF THE SOUTHBOUND LANES OF MONROE
 AD8307'STREET,
 AD8307'29.41 M (96.5 FT) NORTHEAST ALONG THE SEAWALL FROM THE CORNER OF THE
 AD8307'EASTERLY
 AD8307'EDGE OF A CONCRETE FISHING PIER AT THE SEAWALL, AND 0.15 M (0.5 FT)
 AD8307'NORTHWEST
 AD8307'OF THE SOUTHEAST EDGE OF THE SEAWALL. THE DISK IS SET FLUSH IN THE TOP
 AD8307'OF A
 AD8307'CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF EDWARDS
 AD8307'DRIVE.
 AD8307'
 AD8307
 AD8307                          STATION RECOVERY (2002)
 AD8307
 AD8307'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8307'THE MARK IS IN FORT MYERS LEE COUNTY, FLORIDA. OWNERSHIP - CITY OF
 AD8307'FORT MYERS.
 AD8307' 
 AD8307'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8307'STREET (AT
 AD8307'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST
 AD8307'ALONG
 AD8307'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND
 AD8307'THE
 AD8307'MARK.
 AD8307' 
 AD8307'THE MARK IS ON THE TOP OF THE 0.61 M (2 FT) WIDE CONCRETE SEAWALL
 AD8307'(RETAINING
 AD8307'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF
 AD8307'THE
 AD8307'CALOOSAHATCHEE RIVER, 3.80 M (176.5 FT) NORTHWEST OF EDWARDS DRIVE,
 AD8307'43.89 M
 AD8307'(144.0 FT) SOUTHWEST ALONG THE SEAWALL FROM THE EXTENDED CENTERLINE OF
 AD8307'THE
 AD8307'SOUTHBOUND LANES OF MONROE STREET, 39.47 M (129.5 FT) SOUTHWEST ALONG
 AD8307'EDWARDS
 AD8307'DRIVE FROM THE EXTENDED CENTERLINE OF THE SOUTHBOUND LANES OF MONROE
 AD8307'STREET,
 AD8307'29.41 M (96.5 FT) NORTHEAST ALONG THE SEAWALL FROM THE CORNER OF THE
 AD8307'EASTERLY
 AD8307'EDGE OF A CONCRETE FISHING PIER AT THE SEAWALL, AND 0.15 M (0.5 FT)
 AD8307'NORTHWEST
 AD8307'OF THE SOUTHEAST EDGE OF THE SEAWALL. THE DISK IS SET FLUSH IN THE TOP
 AD8307'OF A
 AD8307'CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF EDWARDS
 AD8307'DRIVE.
 AD8307' 
 AD8307'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)
 AD8307' 
 AD8307'
 AD8307
 AD8307                          STATION RECOVERY (2005)
 AD8307
 AD8307'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7162 ***********************************************************************
 DG7162  DESIGNATION -  872 5520 J TIDAL
 DG7162  PID         -  DG7162
 DG7162  STATE/COUNTY-  FL/LEE
 DG7162  USGS QUAD   -  FORT MYERS (1987)
 DG7162
 DG7162                         *CURRENT SURVEY CONTROL
 DG7162  ___________________________________________________________________
 DG7162* NAD 83(1986)-  26 38 30.     (N)    081 52 19.     (W)     SCALED    
 DG7162* NAVD 88     -         1.420  (meters)       4.66   (feet)  ADJUSTED  
 DG7162  ___________________________________________________________________
 DG7162  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 DG7162  DYNAMIC HT  -           1.418 (meters)       4.65  (feet)  COMP
 DG7162  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 DG7162
 DG7162  VERT ORDER  -  SECOND    CLASS I
 DG7162
 DG7162.The horizontal coordinates were scaled from a topographic map and have
 DG7162.an estimated accuracy of +/- 6 seconds.
 DG7162
 DG7162.The orthometric height was determined by differential leveling
 DG7162.and adjusted by the National Geodetic Survey in January 2005..
 DG7162
 DG7162.The geoid height was determined by GEOID03.
 DG7162
 DG7162.The dynamic height is computed by dividing the NAVD 88
 DG7162.geopotential number by the normal gravity value computed on the
 DG7162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7162.degrees latitude (g = 980.6199 gals.).
 DG7162
 DG7162.The modeled gravity was interpolated from observed gravity values.
 DG7162
 DG7162;                    North         East    Units  Estimated Accuracy
 DG7162;SPC FL W     -   255,710.      212,750.      MT  (+/- 180 meters Scaled)
 DG7162
 DG7162                          SUPERSEDED SURVEY CONTROL
 DG7162
 DG7162.No superseded survey control is available for this station.
 DG7162
 DG7162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK132470(NAD 83)
 DG7162_MARKER: F = FLANGE-ENCASED ROD
 DG7162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7162_STAMPING: 5220 J 1997
 DG7162_MARK LOGO: NOS   
 DG7162_PROJECTION: RECESSED 10 CENTIMETERS
 DG7162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7162+STABILITY: POSITION/ELEVATION WELL
 DG7162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7162+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 DG7162_ROD/PIPE-DEPTH: 17.3 meters
 DG7162_SLEEVE-DEPTH  : 1.0 meters
 DG7162
 DG7162  HISTORY     - Date     Condition        Report By
 DG7162  HISTORY     - 1997     MONUMENTED       NOS
 DG7162  HISTORY     - 20010426 GOOD             NOS
 DG7162
 DG7162                          STATION DESCRIPTION
 DG7162
 DG7162'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 DG7162'AT FORT MYERS, WEST OF THE SE END OF THE US HIGHWAY 41 BRIDGE OVER THE
 DG7162'CALOOSAHATCHEE RIVER, THE BENCH MARK IS IN THE CENTER OF CENTENNIAL
 DG7162'PARK, 70.25 M (230.48 FT) NORTH OF A FIRE HYDRANT AT THE SOUTH
 DG7162'ENTRANCE OF THE CENTENNIAL PARK, 41.85 M (137.30 FT) SE OF THE SE
 DG7162'CORNER OF THE RESTROOM AND MAINTENANCE BUILDING ON THE WEST SIDE OF
 DG7162'PARK, AND 41.15 M (135.01 FT) WEST OF THE SOUTHEEAST END OF A BRICK
 DG7162'WALL THAT RUNS ALONG THE EAST SIDE OF THE PARK.  THE DATUM POINT IS
 DG7162'THE TOP OF A STAINLESS STEEL ROD DRIVEN 17.3 M (56.8 FT) TO REFUSAL,
 DG7162'AND ENCASED IN A NO-TOX GREASE-FILLED SLEEVE INSIDE A 5-INCH NOS LOGO
 DG7162'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1436 ***********************************************************************
 AD1436  DESIGNATION -  872 5520 TIDAL 1
 AD1436  PID         -  AD1436
 AD1436  STATE/COUNTY-  FL/LEE
 AD1436  USGS QUAD   -  FORT MYERS (1987)
 AD1436
 AD1436                         *CURRENT SURVEY CONTROL
 AD1436  ___________________________________________________________________
 AD1436* NAD 83(1986)-  26 38 42.     (N)    081 52 12.     (W)     SCALED    
 AD1436* NAVD 88     -         1.119  (meters)       3.67   (feet)  ADJUSTED  
 AD1436  ___________________________________________________________________
 AD1436  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AD1436  DYNAMIC HT  -           1.118 (meters)       3.67  (feet)  COMP
 AD1436  MODELED GRAV-     979,074.3   (mgal)                       NAVD 88
 AD1436
 AD1436  VERT ORDER  -  FIRST     CLASS I
 AD1436
 AD1436.The horizontal coordinates were scaled from a topographic map and have
 AD1436.an estimated accuracy of +/- 6 seconds.
 AD1436
 AD1436.The orthometric height was determined by differential leveling
 AD1436.and adjusted by the National Geodetic Survey in June 1991..
 AD1436.WARNING-Repeat measurements at this control monument indicate possible
 AD1436.vertical movement.
 AD1436
 AD1436.The geoid height was determined by GEOID03.
 AD1436
 AD1436.The dynamic height is computed by dividing the NAVD 88
 AD1436.geopotential number by the normal gravity value computed on the
 AD1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1436.degrees latitude (g = 980.6199 gals.).
 AD1436
 AD1436.The modeled gravity was interpolated from observed gravity values.
 AD1436
 AD1436;                    North         East    Units  Estimated Accuracy
 AD1436;SPC FL W     -   256,080.      212,940.      MT  (+/- 180 meters Scaled)
 AD1436
 AD1436                          SUPERSEDED SURVEY CONTROL
 AD1436
 AD1436  NGVD 29 (??/??/92)    1.484  (m)            4.87   (f) ADJ UNCH    1 1
 AD1436
 AD1436.Superseded values are not recommended for survey control.
 AD1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1436.See file dsdata.txt to determine how the superseded data were derived.
 AD1436
 AD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK134474(NAD 83)
 AD1436_MARKER: DJ = TIDAL STATION DISK
 AD1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1436_SP_SET: SIDEWALK
 AD1436_STAMPING: BM NO 1 1927
 AD1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1436
 AD1436  HISTORY     - Date     Condition        Report By
 AD1436  HISTORY     - 1927     MONUMENTED       CGS
 AD1436  HISTORY     - 1965     GOOD             NGS
 AD1436  HISTORY     - 1966     GOOD             NGS
 AD1436  HISTORY     - 19920401 MARK NOT FOUND   NGS
 AD1436  HISTORY     - 19980112 MARK NOT FOUND   USPSQD
 AD1436  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 AD1436
 AD1436                          STATION DESCRIPTION
 AD1436
 AD1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1436'AT FORT MYERS.
 AD1436'AT FORT MYERS, ABOUT 0.15 MILE NORTHEAST ALONG BAY STREET FROM
 AD1436'THE POST OFFICE, NEAR THE INTERSECTION OF HENDRY STREET, IN
 AD1436'SECTION 13, R 24 E, T 44 S, 82.0 FEET NORTHWEST OF THE CENTER
 AD1436'LINE OF BAY STREET, 8.0 FEET NORTHEAST OF THE NORTHEAST CURB
 AD1436'OF HENDRY STREET, 6.2 FEET NORTHWEST OF THE WEST CORNER OF A
 AD1436'DRY CLEANING BUILDING, 0.5 FOOT NORTHEAST OF A STEEL FENCE
 AD1436'AROUND THE PARKING AREA, 117.0 FEET NORTH OF AND ACROSS BAY
 AD1436'AND HENDRY STREETS FROM TIDAL 6 DESCRIBED AND SET IN THE TOP
 AD1436'OF THE SIDEWALK.
 AD1436
 AD1436                          STATION RECOVERY (1966)
 AD1436
 AD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AD1436'RECOVERED IN GOOD CONDITION.
 AD1436
 AD1436                          STATION RECOVERY (1992)
 AD1436
 AD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1436'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1436
 AD1436                          STATION RECOVERY (1998)
 AD1436
 AD1436'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1436'MARK NOT FOUND.
 AD1436
 AD1436                          STATION RECOVERY (2005)
 AD1436
 AD1436'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS)
 AD1436'THE BENCHMARK WAS NOT RECOVERED. THE MARK WAS DESTROYED WHEN THE OLD
 AD1436'CONCRTE SIDEWAK WAS TORN UP AND WAS REPLACED WITH A NARROWER WIDTH
 AD1436'SECTION OF WALK WAY. THERE IS NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7873 ***********************************************************************
 AD7873  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7873  DESIGNATION -  872 5520 TIDAL 1
 AD7873  PID         -  AD7873
 AD7873  STATE/COUNTY-  FL/LEE
 AD7873  USGS QUAD   -  FORT MYERS (1987)
 AD7873
 AD7873                         *CURRENT SURVEY CONTROL
 AD7873  ___________________________________________________________________
 AD7873* NAD 83(1986)-  26 38 45.     (N)    081 52 20.     (W)     SCALED    
 AD7873* NAVD 88     -         1.126  (meters)       3.69   (feet)  POSTED    
 AD7873  ___________________________________________________________________
 AD7873  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AD7873  DYNAMIC HT  -           1.120 (meters)       3.67  (feet)  COMP
 AD7873  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AD7873
 AD7873  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7873
 AD7873.The horizontal coordinates were scaled from a topographic map and have
 AD7873.an estimated accuracy of +/- 6 seconds.
 AD7873
 AD7873.The orthometric height was determined by differential leveling
 AD7873.and adjusted by the National Geodetic Survey in 1992..
 AD7873.No vertical observational check was made to the station.
 AD7873.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7873.was located on a no-check spur therefore a value was not computed.
 AD7873
 AD7873.This Tidal Bench Mark is designated as VM 732
 AD7873.by the Center for Operational Oceanographic Products and Services.
 AD7873
 AD7873.The geoid height was determined by GEOID03.
 AD7873
 AD7873.The dynamic height is computed by dividing the NAVD 88
 AD7873.geopotential number by the normal gravity value computed on the
 AD7873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7873.degrees latitude (g = 980.6199 gals.).
 AD7873
 AD7873.The modeled gravity was interpolated from observed gravity values.
 AD7873
 AD7873;                    North         East    Units  Estimated Accuracy
 AD7873;SPC FL W     -   256,170.      212,720.      MT  (+/- 180 meters Scaled)
 AD7873
 AD7873                          SUPERSEDED SURVEY CONTROL
 AD7873
 AD7873  NGVD 29 (09/01/92)    1.482  (m)            4.86   (f) ADJUSTED    2 1
 AD7873
 AD7873.Superseded values are not recommended for survey control.
 AD7873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7873.See file dsdata.txt to determine how the superseded data were derived.
 AD7873
 AD7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK131475(NAD 83)
 AD7873_MARKER: DB = BENCH MARK DISK
 AD7873_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7873+WITH SETTING: PAVEMENT
 AD7873_SP_SET: CONCRETE PAD
 AD7873_STAMPING: NO 1 1971
 AD7873_MARK LOGO: NOS   
 AD7873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7873+STABILITY: SURFACE MOTION
 AD7873
 AD7873  HISTORY     - Date     Condition        Report By
 AD7873  HISTORY     - 1971     MONUMENTED       NOS
 AD7873  HISTORY     - 1984     GOOD             FLDNR
 AD7873  HISTORY     - 19980113 MARK NOT FOUND   USPSQD
 AD7873
 AD7873                          STATION DESCRIPTION
 AD7873
 AD7873'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7873'IN FORT MYERS.
 AD7873'THE MARK IS ON THE ACME OIL COMPANY PROPERTY WHICH IS ADJACENT TO THE
 AD7873'MUNICIPAL AUDITORIUM.  THE MARK BEARS 39.6 FEET NORTHWEST OF THE
 AD7873'SOUTH CORNER OF THE OIL COMPANY BUILDING, 22.25 FEET SOUTH OF THE
 AD7873'WEST CORNER OF THE BUILDING, 7.2 FEET SOUTHWEST OF THE SOUTHWEST WALL
 AD7873'OF THE BUILDING, AND IS SET FLUSH IN A 6-FOOT BY 10-FOOT CONCRETE
 AD7873'PAD.
 AD7873'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD7873
 AD7873                          STATION RECOVERY (1998)
 AD7873
 AD7873'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1435 ***********************************************************************
 AD1435  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1435  DESIGNATION -  872 5520 TIDAL 6
 AD1435  PID         -  AD1435
 AD1435  STATE/COUNTY-  FL/LEE
 AD1435  USGS QUAD   -  FORT MYERS (1987)
 AD1435
 AD1435                         *CURRENT SURVEY CONTROL
 AD1435  ___________________________________________________________________
 AD1435* NAD 83(1986)-  26 38 42.     (N)    081 52 12.     (W)     SCALED    
 AD1435* NAVD 88     -         1.171  (meters)       3.84   (feet)  ADJUSTED  
 AD1435  ___________________________________________________________________
 AD1435  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AD1435  DYNAMIC HT  -           1.169 (meters)       3.84  (feet)  COMP
 AD1435  MODELED GRAV-     979,074.3   (mgal)                       NAVD 88
 AD1435
 AD1435  VERT ORDER  -  FIRST     CLASS I
 AD1435
 AD1435.The horizontal coordinates were scaled from a topographic map and have
 AD1435.an estimated accuracy of +/- 6 seconds.
 AD1435
 AD1435.The orthometric height was determined by differential leveling
 AD1435.and adjusted by the National Geodetic Survey in June 1991..
 AD1435.WARNING-Repeat measurements at this control monument indicate possible
 AD1435.vertical movement.
 AD1435
 AD1435.This Tidal Bench Mark is designated as VM 733
 AD1435.by the Center for Operational Oceanographic Products and Services.
 AD1435
 AD1435.The geoid height was determined by GEOID03.
 AD1435
 AD1435.The dynamic height is computed by dividing the NAVD 88
 AD1435.geopotential number by the normal gravity value computed on the
 AD1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1435.degrees latitude (g = 980.6199 gals.).
 AD1435
 AD1435.The modeled gravity was interpolated from observed gravity values.
 AD1435
 AD1435;                    North         East    Units  Estimated Accuracy
 AD1435;SPC FL W     -   256,080.      212,940.      MT  (+/- 180 meters Scaled)
 AD1435
 AD1435                          SUPERSEDED SURVEY CONTROL
 AD1435
 AD1435  NGVD 29 (??/??/92)    1.535  (m)            5.04   (f) ADJ UNCH    1 1
 AD1435
 AD1435.Superseded values are not recommended for survey control.
 AD1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1435.See file dsdata.txt to determine how the superseded data were derived.
 AD1435
 AD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK134474(NAD 83)
 AD1435_MARKER: DJ = TIDAL STATION DISK
 AD1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1435_SP_SET: SIDEWALK
 AD1435_STAMPING: BM NO 6 1928
 AD1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1435
 AD1435  HISTORY     - Date     Condition        Report By
 AD1435  HISTORY     - 1928     MONUMENTED       CGS
 AD1435  HISTORY     - 1965     GOOD             NGS
 AD1435  HISTORY     - 1974     GOOD             NGS
 AD1435  HISTORY     - 19920401 MARK NOT FOUND   NGS
 AD1435  HISTORY     - 19980112 MARK NOT FOUND   USPSQD
 AD1435  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 AD1435
 AD1435                          STATION DESCRIPTION
 AD1435
 AD1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1435'AT FORT MYERS.
 AD1435'AT FORT MYERS, ABOUT 0.15 MILE NORTHEAST ALONG BAY STREET FROM
 AD1435'THE POST OFFICE, NEAR THE INTERSECTION OF HENDRY STREET, 6.0
 AD1435'FEET SOUTHEAST OF THE SOUTHEAST CURB OF BAY STREET, 5.5 FEET
 AD1435'SOUTHWEST OF THE SOUTHWEST CURB OF HENDRY STREET, 117.0 FEET
 AD1435'SOUTH OF AND ACROSS BAY AND HENDRY STREETS FROM TIDAL 1 DESCRIBED,
 AD1435'LEVEL WITH THE SIDEWALK AND IS SET IN THE TOP OF THE SIDEWALK.
 AD1435
 AD1435                          STATION RECOVERY (1974)
 AD1435
 AD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1435'RECOVERED IN GOOD CONDITION.
 AD1435
 AD1435                          STATION RECOVERY (1992)
 AD1435
 AD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1435'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1435
 AD1435                          STATION RECOVERY (1998)
 AD1435
 AD1435'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1435'MARK NOT FOUND.
 AD1435
 AD1435                          STATION RECOVERY (2005)
 AD1435
 AD1435'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS)
 AD1435'THE BENCHMARK WAS NOT RECOVERED. THE MARK WAS DESTROYED WHEN THE OLD
 AD1435'STYLE CONCRTE SIDEWAK CURB WAS REPLACED WITH A HANDICAP RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9350 ***********************************************************************
 AG9350  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9350  DESIGNATION -  872 5528 A TIDAL
 AG9350  PID         -  AG9350
 AG9350  STATE/COUNTY-  FL/LEE
 AG9350  USGS QUAD   -  BOKEELIA (1994)
 AG9350
 AG9350                         *CURRENT SURVEY CONTROL
 AG9350  ___________________________________________________________________
 AG9350* NAD 83(1986)-  26 39 40.     (N)    082 09 16.     (W)     SCALED    
 AG9350* NAVD 88     -         0.470  (meters)       1.54   (feet)  POSTED    
 AG9350  ___________________________________________________________________
 AG9350  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AG9350  DYNAMIC HT  -           0.470 (meters)       1.54  (feet)  COMP
 AG9350  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 AG9350
 AG9350  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9350
 AG9350.The horizontal coordinates were scaled from a topographic map and have
 AG9350.an estimated accuracy of +/- 6 seconds.
 AG9350
 AG9350.The orthometric height was determined by differential leveling
 AG9350.and adjusted by the National Geodetic Survey in 1992..
 AG9350.No vertical observational check was made to the station.
 AG9350.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9350.was located on a no-check spur therefore a value was not computed.
 AG9350
 AG9350.This Tidal Bench Mark is designated as VM 10614
 AG9350.by the Center for Operational Oceanographic Products and Services.
 AG9350
 AG9350.The geoid height was determined by GEOID03.
 AG9350
 AG9350.The dynamic height is computed by dividing the NAVD 88
 AG9350.geopotential number by the normal gravity value computed on the
 AG9350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9350.degrees latitude (g = 980.6199 gals.).
 AG9350
 AG9350.The modeled gravity was interpolated from observed gravity values.
 AG9350
 AG9350;                    North         East    Units  Estimated Accuracy
 AG9350;SPC FL W     -   257,870.      184,630.      MT  (+/- 180 meters Scaled)
 AG9350
 AG9350                          SUPERSEDED SURVEY CONTROL
 AG9350
 AG9350  NGVD 29 (09/01/92)    0.832  (m)            2.73   (f) ADJUSTED    2 1
 AG9350
 AG9350.Superseded values are not recommended for survey control.
 AG9350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9350.See file dsdata.txt to determine how the superseded data were derived.
 AG9350
 AG9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK851494(NAD 83)
 AG9350_MARKER: DJ = TIDAL STATION DISK
 AG9350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9350_SP_SET: CONCRETE SEA WALL
 AG9350_STAMPING: 5528 A 1977
 AG9350_MARK LOGO: NOS   
 AG9350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9350+STABILITY: SURFACE MOTION
 AG9350
 AG9350  HISTORY     - Date     Condition        Report By
 AG9350  HISTORY     - 1977     MONUMENTED       NOS
 AG9350  HISTORY     - 1984     GOOD             FLDNR
 AG9350  HISTORY     - 19890714 GOOD             FLDNR
 AG9350
 AG9350                          STATION DESCRIPTION
 AG9350
 AG9350'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9350'IN PINELAND.
 AG9350'THE MARK IS SET IN THE CONCRETE SEAWALL ON THE PROPERTY OF THE
 AG9350'EPISCOPALIAN CLOISTER, 1.2 FEET SOUTH OF THE SOUTH EDGE OF THE WOODEN
 AG9350'DOCK, AND 61 FEET EAST OF THE CENTER OF TWO STUCCO BUILDINGS WITH RED
 AG9350'TILE ROOFS.
 AG9350
 AG9350                          STATION RECOVERY (1989)
 AG9350
 AG9350'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG9350'THE BENCHMARK IS LOCATED AT TH EPISCOPALIAN CLOISTER IN PINELAND ON
 AG9350'PINE ISLAND, IN SECTION 7, TOWNSHIP 44 S, RANGE 22 E.
 AG9350'TO REACH THE BENCHMARK FROM THE POST OFFICE IN PINELAND, GO NORTHWEST
 AG9350'ON THE PAVED ROAD (NO NAME) IN FRONT OF THE POST OFFICE FOR 0.6 MI
 AG9350'(1.0 KM) TO THE CLOISTER AND THE BENCHMARK ON THE LEFT.
 AG9350'THE BENCHMARK IS SET IN THE TOP OF THE SEA WALL SOUTHWEST OF THE
 AG9350'BUILDING OF THE CLOISTER, 85 FT (25.9 M) NORTH OF BENCHMARK 872 5528
 AG9350'B, 61.0 FT (18.6 M) EAST OF THE CENTER OF TWO STUCCO BUILDINGS WITH
 AG9350'RED TILE ROOFS AND 1.2 FT (0.4 M) SOUTH OF THE SOUTH SIDE OF A WOODEN
 AG9350'DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9351 ***********************************************************************
 AG9351  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9351  DESIGNATION -  872 5528 B TIDAL
 AG9351  PID         -  AG9351
 AG9351  STATE/COUNTY-  FL/LEE
 AG9351  USGS QUAD   -  BOKEELIA (1994)
 AG9351
 AG9351                         *CURRENT SURVEY CONTROL
 AG9351  ___________________________________________________________________
 AG9351* NAD 83(1986)-  26 39 40.     (N)    082 09 16.     (W)     SCALED    
 AG9351* NAVD 88     -         0.757  (meters)       2.48   (feet)  POSTED    
 AG9351  ___________________________________________________________________
 AG9351  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AG9351  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 AG9351  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 AG9351
 AG9351  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AG9351
 AG9351.The horizontal coordinates were scaled from a topographic map and have
 AG9351.an estimated accuracy of +/- 6 seconds.
 AG9351
 AG9351.The orthometric height was determined by differential leveling
 AG9351.and adjusted by the National Geodetic Survey in 1992..
 AG9351.No vertical observational check was made to the station.
 AG9351.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AG9351.was located on a no-check spur therefore a value was not computed.
 AG9351
 AG9351.This Tidal Bench Mark is designated as VM 10615
 AG9351.by the Center for Operational Oceanographic Products and Services.
 AG9351
 AG9351.The geoid height was determined by GEOID03.
 AG9351
 AG9351.The dynamic height is computed by dividing the NAVD 88
 AG9351.geopotential number by the normal gravity value computed on the
 AG9351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9351.degrees latitude (g = 980.6199 gals.).
 AG9351
 AG9351.The modeled gravity was interpolated from observed gravity values.
 AG9351
 AG9351;                    North         East    Units  Estimated Accuracy
 AG9351;SPC FL W     -   257,870.      184,630.      MT  (+/- 180 meters Scaled)
 AG9351
 AG9351                          SUPERSEDED SURVEY CONTROL
 AG9351
 AG9351  NGVD 29 (09/01/92)    1.119  (m)            3.67   (f) ADJUSTED    2 1
 AG9351
 AG9351.Superseded values are not recommended for survey control.
 AG9351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9351.See file dsdata.txt to determine how the superseded data were derived.
 AG9351
 AG9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK851494(NAD 83)
 AG9351_MARKER: DJ = TIDAL STATION DISK
 AG9351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9351_SP_SET: CONCRETE SEA WALL
 AG9351_STAMPING: 5528 B 1977
 AG9351_MARK LOGO: NOS   
 AG9351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9351+STABILITY: SURFACE MOTION
 AG9351
 AG9351  HISTORY     - Date     Condition        Report By
 AG9351  HISTORY     - 1977     MONUMENTED       NOS
 AG9351  HISTORY     - 1984     GOOD             FLDNR
 AG9351  HISTORY     - 19890714 GOOD             FLDNR
 AG9351
 AG9351                          STATION DESCRIPTION
 AG9351
 AG9351'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9351'IN PINELAND.
 AG9351'THE MARK IS SET IN THE CONCRETE SEAWALL ON THE PROPERTY OF THE
 AG9351'EPISCOPALIAN CLOISTER, 57.5 FEET NORTH OF THE SOUTH END OF THE
 AG9351'SEAWALL AND 15 FEET WEST OF THE MIDDLE TREE OF THREE AUSTRALIAN
 AG9351'PINES.
 AG9351
 AG9351                          STATION RECOVERY (1989)
 AG9351
 AG9351'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG9351'THE BENCHMARK IS LOCATED AT TH EPISCOPALIAN CLOISTER IN PINELAND ON
 AG9351'PINE ISLAND, IN SECTION 7, TOWNSHIP 44 S, RANGE 22 E.
 AG9351'TO REACH THE BENCHMARK FROM THE POST OFFICE IN PINELAND, GO NORTHWEST
 AG9351'ON THE PAVED ROAD (NO NAME) IN FRONT OF THE POST OFFICE FOR 0.6 MI
 AG9351'(1.0 KM) TO THE CLOISTER AND THE BENCHMARK ON THE LEFT.
 AG9351'THE BENCHMARK IS SET IN THE TOP OF THE SEA WALL SOUTHWEST OF THE
 AG9351'BUILDING OF THE CLOISTER, 85.0 FT (25.9 M) SOUTH OF BENCHMARK 872
 AG9351'5528 A, 57.5 FT (17.5 M) NORTH OF THE SOUTH END OF THE SEA WALL AND
 AG9351'15.0 FT (4.6 M) WEST OF THE MIDDLE TREE OF THREE AUSTRALIAN PINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1717 ***********************************************************************
 AG1717  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1717  DESIGNATION -  872 5528 TIDAL 4
 AG1717  PID         -  AG1717
 AG1717  STATE/COUNTY-  FL/LEE
 AG1717  USGS QUAD   -  BOKEELIA (1994)
 AG1717
 AG1717                         *CURRENT SURVEY CONTROL
 AG1717  ___________________________________________________________________
 AG1717* NAD 83(1986)-  26 39 40.     (N)    082 09 17.     (W)     SCALED    
 AG1717* NAVD 88     -         0.447  (meters)       1.47   (feet)  ADJUSTED  
 AG1717  ___________________________________________________________________
 AG1717  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AG1717  DYNAMIC HT  -           0.446 (meters)       1.46  (feet)  COMP
 AG1717  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 AG1717
 AG1717  VERT ORDER  -  FIRST     CLASS I
 AG1717
 AG1717.The horizontal coordinates were scaled from a topographic map and have
 AG1717.an estimated accuracy of +/- 6 seconds.
 AG1717
 AG1717.The orthometric height was determined by differential leveling
 AG1717.and adjusted by the National Geodetic Survey in June 1991..
 AG1717
 AG1717.This Tidal Bench Mark is designated as VM 10618
 AG1717.by the Center for Operational Oceanographic Products and Services.
 AG1717
 AG1717.The geoid height was determined by GEOID03.
 AG1717
 AG1717.The dynamic height is computed by dividing the NAVD 88
 AG1717.geopotential number by the normal gravity value computed on the
 AG1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1717.degrees latitude (g = 980.6199 gals.).
 AG1717
 AG1717.The modeled gravity was interpolated from observed gravity values.
 AG1717
 AG1717;                    North         East    Units  Estimated Accuracy
 AG1717;SPC FL W     -   257,870.      184,600.      MT  (+/- 180 meters Scaled)
 AG1717
 AG1717                          SUPERSEDED SURVEY CONTROL
 AG1717
 AG1717  NGVD 29 (09/01/92)    0.809  (m)            2.65   (f) ADJUSTED    1 1
 AG1717
 AG1717.Superseded values are not recommended for survey control.
 AG1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1717.See file dsdata.txt to determine how the superseded data were derived.
 AG1717
 AG1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK850494(NAD 83)
 AG1717_MARKER: DJ = TIDAL STATION DISK
 AG1717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1717_SP_SET: SEAWALL
 AG1717_STAMPING: NO 4 1965
 AG1717_MARK LOGO: CGS   
 AG1717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1717+STABILITY: SURFACE MOTION
 AG1717
 AG1717  HISTORY     - Date     Condition        Report By
 AG1717  HISTORY     - 1965     MONUMENTED       CGS
 AG1717  HISTORY     - 1974     GOOD             NGS
 AG1717  HISTORY     - 1984     GOOD             FLDNR
 AG1717  HISTORY     - 19890714 GOOD             FLDNR
 AG1717
 AG1717                          STATION DESCRIPTION
 AG1717
 AG1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1717'AT PINELAND.
 AG1717'AT PINELAND, ABOUT 0.6 MILE NORTHWEST ALONG A SAND ROAD FROM THE
 AG1717'POST OFFICE, ON PROPERTY PRESENTLY OWNED BY MR. A.M HEITER,
 AG1717'SET IN THE TOP OF THE SEA WALL ALONG THE WEST SIDE OF THE
 AG1717'PROPERTY, 55 YARDS NORTH OF THE EAST END OF THE FISHING PIER,
 AG1717'ABOUT 75 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
 AG1717'AND ABOUT LEVEL WITH THE YARD.
 AG1717
 AG1717                          STATION RECOVERY (1974)
 AG1717
 AG1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1717'RECOVERED IN GOOD CONDITION.
 AG1717
 AG1717                          STATION RECOVERY (1984)
 AG1717
 AG1717'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1717'RECOVERED IN GOOD CONDITION EXCEPT THE HEITER PROPERTY IS NOW AN
 AG1717'EPISCOPALIAN CLOISTER.
 AG1717
 AG1717                          STATION RECOVERY (1989)
 AG1717
 AG1717'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9431 ***********************************************************************
 AG9431  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9431  DESIGNATION -  872 5541 A TIDAL
 AG9431  PID         -  AG9431
 AG9431  STATE/COUNTY-  FL/LEE
 AG9431  USGS QUAD   -  BOKEELIA (1994)
 AG9431
 AG9431                         *CURRENT SURVEY CONTROL
 AG9431  ___________________________________________________________________
 AG9431* NAD 83(1986)-  26 42 19.     (N)    082 09 17.     (W)     SCALED    
 AG9431* NAVD 88     -         0.314  (meters)       1.03   (feet)  ADJUSTED  
 AG9431  ___________________________________________________________________
 AG9431  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG9431  DYNAMIC HT  -           0.314 (meters)       1.03  (feet)  COMP
 AG9431  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AG9431
 AG9431  VERT ORDER  -  SECOND    CLASS II
 AG9431
 AG9431.The horizontal coordinates were scaled from a topographic map and have
 AG9431.an estimated accuracy of +/- 6 seconds.
 AG9431
 AG9431.The orthometric height was determined by differential leveling
 AG9431.and adjusted by the National Geodetic Survey in May 2001..
 AG9431
 AG9431.This Tidal Bench Mark is designated as VM 7360
 AG9431.by the Center for Operational Oceanographic Products and Services.
 AG9431
 AG9431.The geoid height was determined by GEOID03.
 AG9431
 AG9431.The dynamic height is computed by dividing the NAVD 88
 AG9431.geopotential number by the normal gravity value computed on the
 AG9431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9431.degrees latitude (g = 980.6199 gals.).
 AG9431
 AG9431.The modeled gravity was interpolated from observed gravity values.
 AG9431
 AG9431;                    North         East    Units  Estimated Accuracy
 AG9431;SPC FL W     -   262,760.      184,600.      MT  (+/- 180 meters Scaled)
 AG9431
 AG9431                          SUPERSEDED SURVEY CONTROL
 AG9431
 AG9431  NGVD 29 (09/01/92)    0.676  (m)            2.22   (f) ADJUSTED    2 2
 AG9431
 AG9431.Superseded values are not recommended for survey control.
 AG9431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9431.See file dsdata.txt to determine how the superseded data were derived.
 AG9431
 AG9431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK851543(NAD 83)
 AG9431_MARKER: DJ = TIDAL STATION DISK
 AG9431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9431_SP_SET: STAINLESS STEEL ROD
 AG9431_STAMPING: 5541 A 1989
 AG9431_MARK LOGO: NOS   
 AG9431_PROJECTION: FLUSH
 AG9431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9431_ROD/PIPE-DEPTH: 8.11 meters
 AG9431
 AG9431  HISTORY     - Date     Condition        Report By
 AG9431  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9431
 AG9431                          STATION DESCRIPTION
 AG9431
 AG9431'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9431'THE BENCHMARK IS LOCATED ON BOKEELIA ISLAND, NEAR THE WEST END OF MAIN
 AG9431'STREET.
 AG9431'TO REACH THE BEACHMARK FROM THE BOKEELIA POST OFFICE (LOCATED AT THE
 AG9431'JUNCTION OF MAIN STREET AND H. STRINGFELLOW ROAD), GO NORTHWEST ON
 AG9431'MAIN STREET FOR 0.35 MI (0.56 KM) TO THE END OF MAIN STREET AND THE
 AG9431'MARK ON THE RIGHT IN A PARKING LOT EAST OF THE SOUTH END OF A FISHING
 AG9431'PIER.
 AG9431'THE BENCHMARK IS 120.0 FT (36.6 M) EAST OF THE EXTENDED CENTERLINE OF
 AG9431'THE FISHING PIER, 114.9 FT (35.0 M) NORTHEAST OF BENCHMARK RMC 14 MSL
 AG9431'1946, 59.6 FT (18.2 M) NORTH OF THE CENTERLINE OF MAIN STREET, 24.6
 AG9431'FT (7.5 M) SOUTH OF THE NORTH EDGE OF THE SEAWALL AND 0.7 FT
 AG9431'(21.3 CM) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9433 ***********************************************************************
 AG9433  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9433  DESIGNATION -  872 5541 B TIDAL
 AG9433  PID         -  AG9433
 AG9433  STATE/COUNTY-  FL/LEE
 AG9433  USGS QUAD   -  BOKEELIA (1994)
 AG9433
 AG9433                         *CURRENT SURVEY CONTROL
 AG9433  ___________________________________________________________________
 AG9433* NAD 83(1986)-  26 42 19.     (N)    082 09 17.     (W)     SCALED    
 AG9433* NAVD 88     -         0.397  (meters)       1.30   (feet)  ADJUSTED  
 AG9433  ___________________________________________________________________
 AG9433  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG9433  DYNAMIC HT  -           0.396 (meters)       1.30  (feet)  COMP
 AG9433  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AG9433
 AG9433  VERT ORDER  -  SECOND    CLASS II
 AG9433
 AG9433.The horizontal coordinates were scaled from a topographic map and have
 AG9433.an estimated accuracy of +/- 6 seconds.
 AG9433
 AG9433.The orthometric height was determined by differential leveling
 AG9433.and adjusted by the National Geodetic Survey in May 2001..
 AG9433
 AG9433.This Tidal Bench Mark is designated as VM 7361
 AG9433.by the Center for Operational Oceanographic Products and Services.
 AG9433
 AG9433.The geoid height was determined by GEOID03.
 AG9433
 AG9433.The dynamic height is computed by dividing the NAVD 88
 AG9433.geopotential number by the normal gravity value computed on the
 AG9433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9433.degrees latitude (g = 980.6199 gals.).
 AG9433
 AG9433.The modeled gravity was interpolated from observed gravity values.
 AG9433
 AG9433;                    North         East    Units  Estimated Accuracy
 AG9433;SPC FL W     -   262,760.      184,600.      MT  (+/- 180 meters Scaled)
 AG9433
 AG9433                          SUPERSEDED SURVEY CONTROL
 AG9433
 AG9433  NGVD 29 (09/01/92)    0.759  (m)            2.49   (f) ADJUSTED    2 2
 AG9433
 AG9433.Superseded values are not recommended for survey control.
 AG9433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9433.See file dsdata.txt to determine how the superseded data were derived.
 AG9433
 AG9433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK851543(NAD 83)
 AG9433_MARKER: DJ = TIDAL STATION DISK
 AG9433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9433_SP_SET: STAINLESS STEEL ROD
 AG9433_STAMPING: 5541 B 1989
 AG9433_MARK LOGO: NOS   
 AG9433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9433
 AG9433  HISTORY     - Date     Condition        Report By
 AG9433  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9433
 AG9433                          STATION DESCRIPTION
 AG9433
 AG9433'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9433'THE BENCHMARK IS LOCATED ON BOKEELIA ISLAND.
 AG9433'TO REACH THE BENCHMARK FROM THE BOKEELIA POST OFFICE (LOCATED AT THE
 AG9433'JUNCTION OF MAIN STREET AND H. STRINGFELLOW ROAD), GO NORTHWEST ON
 AG9433'MAIN STREET FOR 0.23 MI (0.37 KM) TO THE MARK ON THE RIGHT.
 AG9433'THE BENCHMARK IS 48.5 FT (14.8 M) SOUTH OF THE NORTHEAST CORNER OF THE
 AG9433'SEAWALL, 14.4 FT (4.4 M) NORTH OF THE CENTERLINE OF MAIN STREET, 1.2
 AG9433'FT (0.4 M) WEST OF A LARGE CACTUS PLANT AND 0.9 FT (27.4 CM) SOUTH OF
 AG9433'A CARSONITE WITNESS POST.  NOTE--DEPTH OF ROD UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9434 ***********************************************************************
 AG9434  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9434  DESIGNATION -  872 5541 C TIDAL
 AG9434  PID         -  AG9434
 AG9434  STATE/COUNTY-  FL/LEE
 AG9434  USGS QUAD   -  BOKEELIA (1994)
 AG9434
 AG9434                         *CURRENT SURVEY CONTROL
 AG9434  ___________________________________________________________________
 AG9434* NAD 83(1986)-  26 42 19.     (N)    082 09 17.     (W)     SCALED    
 AG9434* NAVD 88     -         0.498  (meters)       1.63   (feet)  ADJUSTED  
 AG9434  ___________________________________________________________________
 AG9434  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG9434  DYNAMIC HT  -           0.497 (meters)       1.63  (feet)  COMP
 AG9434  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AG9434
 AG9434  VERT ORDER  -  SECOND    CLASS II
 AG9434
 AG9434.The horizontal coordinates were scaled from a topographic map and have
 AG9434.an estimated accuracy of +/- 6 seconds.
 AG9434
 AG9434.The orthometric height was determined by differential leveling
 AG9434.and adjusted by the National Geodetic Survey in May 2001..
 AG9434
 AG9434.This Tidal Bench Mark is designated as VM 7362
 AG9434.by the Center for Operational Oceanographic Products and Services.
 AG9434
 AG9434.The geoid height was determined by GEOID03.
 AG9434
 AG9434.The dynamic height is computed by dividing the NAVD 88
 AG9434.geopotential number by the normal gravity value computed on the
 AG9434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9434.degrees latitude (g = 980.6199 gals.).
 AG9434
 AG9434.The modeled gravity was interpolated from observed gravity values.
 AG9434
 AG9434;                    North         East    Units  Estimated Accuracy
 AG9434;SPC FL W     -   262,760.      184,600.      MT  (+/- 180 meters Scaled)
 AG9434
 AG9434                          SUPERSEDED SURVEY CONTROL
 AG9434
 AG9434  NGVD 29 (09/01/92)    0.860  (m)            2.82   (f) ADJUSTED    2 2
 AG9434
 AG9434.Superseded values are not recommended for survey control.
 AG9434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9434.See file dsdata.txt to determine how the superseded data were derived.
 AG9434
 AG9434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK851543(NAD 83)
 AG9434_MARKER: DJ = TIDAL STATION DISK
 AG9434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9434_SP_SET: STAINLESS STEEL ROD
 AG9434_STAMPING: 5541 C 1989
 AG9434_MARK LOGO: NOS   
 AG9434_PROJECTION: FLUSH
 AG9434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9434_ROD/PIPE-DEPTH: 13.4 meters
 AG9434
 AG9434  HISTORY     - Date     Condition        Report By
 AG9434  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9434
 AG9434                          STATION DESCRIPTION
 AG9434
 AG9434'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9434'THE BENCHMARK IS LOCATED ON BOKEELIA ISLAND, NEAR THE ENTRANCE TO THE
 AG9434'BOKILLIA ISLAND YACHT CLUB.
 AG9434'TO REACH THE BENCHMARK FROM THE BOKEELIA POST OFFICE (LOCATED AT THE
 AG9434'JUNCTION OF MAIN STREET AND H. STRINGFELLOW ROAD), GO NORTHWEST ON
 AG9434'MAIN STREET FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT.
 AG9434'THE BENCHMARK IS 178.9 FT (54.5 M) SOUTH OF THE CENTERLINE OF MAIN
 AG9434'STREET, 83.5 FT (25.5 M) WEST OF THE CENTERLINE OF THE ENTRANCE DRIVE
 AG9434'TO THE BOCILLA ISLAND CLUB, 42.1 FT (12.8 M) EAST OF A 24-INCH
 AG9434'DIAMETER AUSTRALIAN PINE AND 0.7 FT (21.3 CM) NORTH OF A CARSONITE
 AG9434'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9435 ***********************************************************************
 AG9435  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9435  DESIGNATION -  872 5541 D TIDAL
 AG9435  PID         -  AG9435
 AG9435  STATE/COUNTY-  FL/LEE
 AG9435  USGS QUAD   -  BOKEELIA (1994)
 AG9435
 AG9435                         *CURRENT SURVEY CONTROL
 AG9435  ___________________________________________________________________
 AG9435* NAD 83(1986)-  26 42 19.     (N)    082 09 14.     (W)     SCALED    
 AG9435* NAVD 88     -         0.977  (meters)       3.21   (feet)  ADJUSTED  
 AG9435  ___________________________________________________________________
 AG9435  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG9435  DYNAMIC HT  -           0.975 (meters)       3.20  (feet)  COMP
 AG9435  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AG9435
 AG9435  VERT ORDER  -  SECOND    CLASS II
 AG9435
 AG9435.The horizontal coordinates were scaled from a topographic map and have
 AG9435.an estimated accuracy of +/- 6 seconds.
 AG9435
 AG9435.The orthometric height was determined by differential leveling
 AG9435.and adjusted by the National Geodetic Survey in May 2001..
 AG9435
 AG9435.This Tidal Bench Mark is designated as VM 7363
 AG9435.by the Center for Operational Oceanographic Products and Services.
 AG9435
 AG9435.The geoid height was determined by GEOID03.
 AG9435
 AG9435.The dynamic height is computed by dividing the NAVD 88
 AG9435.geopotential number by the normal gravity value computed on the
 AG9435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9435.degrees latitude (g = 980.6199 gals.).
 AG9435
 AG9435.The modeled gravity was interpolated from observed gravity values.
 AG9435
 AG9435;                    North         East    Units  Estimated Accuracy
 AG9435;SPC FL W     -   262,760.      184,690.      MT  (+/- 180 meters Scaled)
 AG9435
 AG9435                          SUPERSEDED SURVEY CONTROL
 AG9435
 AG9435  NGVD 29 (09/01/92)    1.339  (m)            4.39   (f) ADJUSTED    2 2
 AG9435
 AG9435.Superseded values are not recommended for survey control.
 AG9435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9435.See file dsdata.txt to determine how the superseded data were derived.
 AG9435
 AG9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK852543(NAD 83)
 AG9435_MARKER: DJ = TIDAL STATION DISK
 AG9435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9435_SP_SET: CONCRETE LOADING PLATFORM
 AG9435_STAMPING: 5541 D 1989
 AG9435_MARK LOGO: NOS   
 AG9435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9435+STABILITY: SURFACE MOTION
 AG9435
 AG9435  HISTORY     - Date     Condition        Report By
 AG9435  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9435
 AG9435                          STATION DESCRIPTION
 AG9435
 AG9435'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9435'THE BENCHMARK IS LOCATED AT THE BOKEELIA POST OFFICE ON BOKEELIA
 AG9435'ISLAND, SET FLUSH IN THE CONCRETE LOADING DOCK AT THE REAR OF THE
 AG9435'BUILDING.
 AG9435'THE BENCHMARK IS 5.9 FT (1.8 M) SOUTHEAST OF THE CENTER OF THE REAR
 AG9435'DOOR TO THE POST OFFICE, 7.5 FT (2.3 M) NORTH OF THE SOUTH EDGE OF
 AG9435'THE LOADING DOCK AND 3.57 FT (1.09 M) EAST OF THE WEST EDGE OF THE
 AG9435'LOADING DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7804 ***********************************************************************
 AG7804  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7804  DESIGNATION -  872 5577 A TIDAL
 AG7804  PID         -  AG7804
 AG7804  STATE/COUNTY-  FL/LEE
 AG7804  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7804
 AG7804                         *CURRENT SURVEY CONTROL
 AG7804  ___________________________________________________________________
 AG7804* NAD 83(1986)-  26 43 14.     (N)    082 15 32.     (W)     SCALED    
 AG7804* NAVD 88     -         1.652  (meters)       5.42   (feet)  ADJUSTED  
 AG7804  ___________________________________________________________________
 AG7804  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG7804  DYNAMIC HT  -           1.649 (meters)       5.41  (feet)  COMP
 AG7804  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AG7804
 AG7804  VERT ORDER  -  SECOND    CLASS I
 AG7804
 AG7804.The horizontal coordinates were scaled from a topographic map and have
 AG7804.an estimated accuracy of +/- 6 seconds.
 AG7804
 AG7804.The orthometric height was determined by differential leveling
 AG7804.and adjusted by the National Geodetic Survey in June 1991..
 AG7804
 AG7804.This Tidal Bench Mark is designated as VM 7364
 AG7804.by the Center for Operational Oceanographic Products and Services.
 AG7804
 AG7804.The geoid height was determined by GEOID03.
 AG7804
 AG7804.The dynamic height is computed by dividing the NAVD 88
 AG7804.geopotential number by the normal gravity value computed on the
 AG7804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7804.degrees latitude (g = 980.6199 gals.).
 AG7804
 AG7804.The modeled gravity was interpolated from observed gravity values.
 AG7804
 AG7804;                    North         East    Units  Estimated Accuracy
 AG7804;SPC FL W     -   264,470.      174,240.      MT  (+/- 180 meters Scaled)
 AG7804
 AG7804                          SUPERSEDED SURVEY CONTROL
 AG7804
 AG7804.No superseded survey control is available for this station.
 AG7804
 AG7804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK747561(NAD 83)
 AG7804_MARKER: DJ = TIDAL STATION DISK
 AG7804_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7804_SP_SET: CONCRETE APRON OF BUILDING
 AG7804_STAMPING: 5577 A 1977
 AG7804_MARK LOGO: NOS   
 AG7804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7804
 AG7804  HISTORY     - Date     Condition        Report By
 AG7804  HISTORY     - 1977     MONUMENTED       NOS
 AG7804  HISTORY     - 1984     GOOD             FLDNR
 AG7804  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7804  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7804
 AG7804                          STATION DESCRIPTION
 AG7804
 AG7804'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7804'IN BOCA GRANDE.
 AG7804'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7804'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7804'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7804'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7804'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7804'AND THE MARK.  THE MARK IS SET IN THE CONCRETE APRON AT THE SOUTHEAST
 AG7804'CORNER OF A 20-FOOT BY 20-FOOT CONCRETE BLOCK BUILDING, ABOUT 200 FEET
 AG7804'NORTHWEST OF THE MAIN DOCK, 80 FEET WEST OF THE SEAWALL, AND 80 FEET
 AG7804'NORTHWEST OF A WOODEN WAREHOUSE.
 AG7804
 AG7804                          STATION RECOVERY (1990)
 AG7804
 AG7804'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7804'MARK NOT FOUND.
 AG7804
 AG7804                          STATION RECOVERY (2002)
 AG7804
 AG7804'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7804'CONDO BUILT OVER STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7803 ***********************************************************************
 AG7803  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7803  DESIGNATION -  872 5577 B TIDAL
 AG7803  PID         -  AG7803
 AG7803  STATE/COUNTY-  FL/LEE
 AG7803  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7803
 AG7803                         *CURRENT SURVEY CONTROL
 AG7803  ___________________________________________________________________
 AG7803* NAD 83(1986)-  26 43 14.     (N)    082 15 32.     (W)     SCALED    
 AG7803* NAVD 88     -         1.635  (meters)       5.36   (feet)  ADJUSTED  
 AG7803  ___________________________________________________________________
 AG7803  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG7803  DYNAMIC HT  -           1.632 (meters)       5.35  (feet)  COMP
 AG7803  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AG7803
 AG7803  VERT ORDER  -  SECOND    CLASS I
 AG7803
 AG7803.The horizontal coordinates were scaled from a topographic map and have
 AG7803.an estimated accuracy of +/- 6 seconds.
 AG7803
 AG7803.The orthometric height was determined by differential leveling
 AG7803.and adjusted by the National Geodetic Survey in June 1991..
 AG7803
 AG7803.This Tidal Bench Mark is designated as VM 7365
 AG7803.by the Center for Operational Oceanographic Products and Services.
 AG7803
 AG7803.The geoid height was determined by GEOID03.
 AG7803
 AG7803.The dynamic height is computed by dividing the NAVD 88
 AG7803.geopotential number by the normal gravity value computed on the
 AG7803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7803.degrees latitude (g = 980.6199 gals.).
 AG7803
 AG7803.The modeled gravity was interpolated from observed gravity values.
 AG7803
 AG7803;                    North         East    Units  Estimated Accuracy
 AG7803;SPC FL W     -   264,470.      174,240.      MT  (+/- 180 meters Scaled)
 AG7803
 AG7803                          SUPERSEDED SURVEY CONTROL
 AG7803
 AG7803.No superseded survey control is available for this station.
 AG7803
 AG7803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK747561(NAD 83)
 AG7803_MARKER: DJ = TIDAL STATION DISK
 AG7803_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7803+WITH SETTING: PAVEMENT
 AG7803_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AG7803_STAMPING: 5577 B 1977
 AG7803_MARK LOGO: NOS   
 AG7803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7803+STABILITY: SURFACE MOTION
 AG7803
 AG7803  HISTORY     - Date     Condition        Report By
 AG7803  HISTORY     - 1977     MONUMENTED       NOS
 AG7803  HISTORY     - 1984     GOOD             FLDNR
 AG7803  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7803  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7803
 AG7803                          STATION DESCRIPTION
 AG7803
 AG7803'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7803'IN BOCA GRANDE.
 AG7803'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7803'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7803'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7803'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7803'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7803'AND THE MARK.  THE MARK IS SET IN THE BASE FOR A FLAGPOLE, 33 FEET
 AG7803'NORTHWEST OF THE NORTHWEST CORNER OF A 20-FOOT BY 20-FOOT CONCRETE
 AG7803'BUILDING, AND 127 FEET WEST OF THE SEAWALL.
 AG7803
 AG7803                          STATION RECOVERY (1990)
 AG7803
 AG7803'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7803'MARK NOT FOUND.
 AG7803
 AG7803                          STATION RECOVERY (2002)
 AG7803
 AG7803'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7803'CONDO BUILT OVER STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7802 ***********************************************************************
 AG7802  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7802  DESIGNATION -  872 5577 TIDAL 1
 AG7802  PID         -  AG7802
 AG7802  STATE/COUNTY-  FL/LEE
 AG7802  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7802
 AG7802                         *CURRENT SURVEY CONTROL
 AG7802  ___________________________________________________________________
 AG7802* NAD 83(1986)-  26 43 14.     (N)    082 15 32.     (W)     SCALED    
 AG7802* NAVD 88     -         1.613  (meters)       5.29   (feet)  ADJUSTED  
 AG7802  ___________________________________________________________________
 AG7802  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG7802  DYNAMIC HT  -           1.610 (meters)       5.28  (feet)  COMP
 AG7802  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AG7802
 AG7802  VERT ORDER  -  SECOND    CLASS I
 AG7802
 AG7802.The horizontal coordinates were scaled from a topographic map and have
 AG7802.an estimated accuracy of +/- 6 seconds.
 AG7802
 AG7802.The orthometric height was determined by differential leveling
 AG7802.and adjusted by the National Geodetic Survey in June 1991..
 AG7802
 AG7802.This Tidal Bench Mark is designated as VM 7366
 AG7802.by the Center for Operational Oceanographic Products and Services.
 AG7802
 AG7802.The geoid height was determined by GEOID03.
 AG7802
 AG7802.The dynamic height is computed by dividing the NAVD 88
 AG7802.geopotential number by the normal gravity value computed on the
 AG7802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7802.degrees latitude (g = 980.6199 gals.).
 AG7802
 AG7802.The modeled gravity was interpolated from observed gravity values.
 AG7802
 AG7802;                    North         East    Units  Estimated Accuracy
 AG7802;SPC FL W     -   264,470.      174,240.      MT  (+/- 180 meters Scaled)
 AG7802
 AG7802                          SUPERSEDED SURVEY CONTROL
 AG7802
 AG7802.No superseded survey control is available for this station.
 AG7802
 AG7802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK747561(NAD 83)
 AG7802_MARKER: DJ = TIDAL STATION DISK
 AG7802_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7802_SP_SET: CONCRETE WALL
 AG7802_STAMPING: B M 1 1927
 AG7802_MARK LOGO: CGS   
 AG7802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7802+STABILITY: SURFACE MOTION
 AG7802
 AG7802  HISTORY     - Date     Condition        Report By
 AG7802  HISTORY     - 1927     MONUMENTED       CGS
 AG7802  HISTORY     - 1984     GOOD             FLDNR
 AG7802  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7802  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7802
 AG7802                          STATION DESCRIPTION
 AG7802
 AG7802'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7802'IN BOCA GRANDE.
 AG7802'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7802'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7802'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7802'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7802'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7802'AND THE MARK.  THE MARK IS SET VERTICALLY IN THE NORTH FACE OF THE
 AG7802'CONCRETE BASE OF THE POWER UNIT FOR THE FORMER CONVEYOR TO THE
 AG7802'PHOSPHATE COMPANY PIER.
 AG7802'THE MARK IS 1 FT ABOVE GROUND.
 AG7802
 AG7802                          STATION RECOVERY (1990)
 AG7802
 AG7802'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7802'MARK NOT FOUND.
 AG7802
 AG7802                          STATION RECOVERY (2002)
 AG7802
 AG7802'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7802'CONDO BUILD OVER STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7800 ***********************************************************************
 AG7800  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7800  DESIGNATION -  872 5577 TIDAL 7
 AG7800  PID         -  AG7800
 AG7800  STATE/COUNTY-  FL/LEE
 AG7800  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7800
 AG7800                         *CURRENT SURVEY CONTROL
 AG7800  ___________________________________________________________________
 AG7800* NAD 83(1986)-  26 43 18.     (N)    082 15 44.     (W)     SCALED    
 AG7800* NAVD 88     -         1.281  (meters)       4.20   (feet)  ADJUSTED  
 AG7800  ___________________________________________________________________
 AG7800  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG7800  DYNAMIC HT  -           1.279 (meters)       4.20  (feet)  COMP
 AG7800  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 AG7800
 AG7800  VERT ORDER  -  SECOND    CLASS I
 AG7800
 AG7800.The horizontal coordinates were scaled from a topographic map and have
 AG7800.an estimated accuracy of +/- 6 seconds.
 AG7800
 AG7800.The orthometric height was determined by differential leveling
 AG7800.and adjusted by the National Geodetic Survey in June 1991..
 AG7800
 AG7800.This Tidal Bench Mark is designated as VM 7367
 AG7800.by the Center for Operational Oceanographic Products and Services.
 AG7800
 AG7800.The geoid height was determined by GEOID03.
 AG7800
 AG7800.The dynamic height is computed by dividing the NAVD 88
 AG7800.geopotential number by the normal gravity value computed on the
 AG7800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7800.degrees latitude (g = 980.6199 gals.).
 AG7800
 AG7800.The modeled gravity was interpolated from observed gravity values.
 AG7800
 AG7800;                    North         East    Units  Estimated Accuracy
 AG7800;SPC FL W     -   264,590.      173,910.      MT  (+/- 180 meters Scaled)
 AG7800
 AG7800                          SUPERSEDED SURVEY CONTROL
 AG7800
 AG7800.No superseded survey control is available for this station.
 AG7800
 AG7800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK744562(NAD 83)
 AG7800_MARKER: DJ = TIDAL STATION DISK
 AG7800_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7800+WITH SETTING: PAVEMENT
 AG7800_SP_SET: CONCRETE BASE FOR TOWER
 AG7800_STAMPING: 7 1933
 AG7800_MARK LOGO: CGS   
 AG7800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7800+STABILITY: SURFACE MOTION
 AG7800
 AG7800  HISTORY     - Date     Condition        Report By
 AG7800  HISTORY     - 1933     MONUMENTED       CGS
 AG7800  HISTORY     - 1984     GOOD             FLDNR
 AG7800  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7800  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7800
 AG7800                          STATION DESCRIPTION
 AG7800
 AG7800'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7800'IN BOCA GRANDE.
 AG7800'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7800'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7800'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7800'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7800'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7800'AND THE MARK.  THE MARK IS SET IN THE NORTHEAST CONCRETE BASE OF A
 AG7800'FORMER WATER TOWER AND IS 200 FEET NORTH OF THE POWERHOUSE.
 AG7800'THE MARK IS 2.5 FT ABOVE GROUND.
 AG7800
 AG7800                          STATION RECOVERY (1990)
 AG7800
 AG7800'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7800'MARK NOT FOUND.
 AG7800
 AG7800                          STATION RECOVERY (2002)
 AG7800
 AG7800'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7800'CONDO BUILD OVER STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7801 ***********************************************************************
 AG7801  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7801  DESIGNATION -  872 5577 TIDAL 8
 AG7801  PID         -  AG7801
 AG7801  STATE/COUNTY-  FL/LEE
 AG7801  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7801
 AG7801                         *CURRENT SURVEY CONTROL
 AG7801  ___________________________________________________________________
 AG7801* NAD 83(1986)-  26 43 18.     (N)    082 15 44.     (W)     SCALED    
 AG7801* NAVD 88     -         0.997  (meters)       3.27   (feet)  ADJUSTED  
 AG7801  ___________________________________________________________________
 AG7801  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG7801  DYNAMIC HT  -           0.995 (meters)       3.26  (feet)  COMP
 AG7801  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 AG7801
 AG7801  VERT ORDER  -  SECOND    CLASS I
 AG7801
 AG7801.The horizontal coordinates were scaled from a topographic map and have
 AG7801.an estimated accuracy of +/- 6 seconds.
 AG7801
 AG7801.The orthometric height was determined by differential leveling
 AG7801.and adjusted by the National Geodetic Survey in June 1991..
 AG7801
 AG7801.This Tidal Bench Mark is designated as VM 7368
 AG7801.by the Center for Operational Oceanographic Products and Services.
 AG7801
 AG7801.The geoid height was determined by GEOID03.
 AG7801
 AG7801.The dynamic height is computed by dividing the NAVD 88
 AG7801.geopotential number by the normal gravity value computed on the
 AG7801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7801.degrees latitude (g = 980.6199 gals.).
 AG7801
 AG7801.The modeled gravity was interpolated from observed gravity values.
 AG7801
 AG7801;                    North         East    Units  Estimated Accuracy
 AG7801;SPC FL W     -   264,590.      173,910.      MT  (+/- 180 meters Scaled)
 AG7801
 AG7801                          SUPERSEDED SURVEY CONTROL
 AG7801
 AG7801.No superseded survey control is available for this station.
 AG7801
 AG7801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK744562(NAD 83)
 AG7801_MARKER: DJ = TIDAL STATION DISK
 AG7801_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AG7801_SP_SET: CONCRETE FOUNDATION WALL
 AG7801_STAMPING: 8 1933
 AG7801_MARK LOGO: CGS   
 AG7801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG7801+STABILITY: POSITION/ELEVATION WELL
 AG7801
 AG7801  HISTORY     - Date     Condition        Report By
 AG7801  HISTORY     - 1933     MONUMENTED       CGS
 AG7801  HISTORY     - 1984     GOOD             FLDNR
 AG7801  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7801  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7801
 AG7801                          STATION DESCRIPTION
 AG7801
 AG7801'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7801'IN BOCA GRANDE.
 AG7801'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7801'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7801'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7801'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7801'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7801'AND THE MARK.  THE MARK IS SET VERTICALLY IN THE EAST FACE OF THE
 AG7801'CONCRETE FOUNDATION FOR THE POWER HOUSE, AND IS 1.5 FEET SOUTH OF THE
 AG7801'NORTHEAST CORNER OF THE BUILDING.
 AG7801'THE MARK IS 1 FT ABOVE GROUND.
 AG7801
 AG7801                          STATION RECOVERY (1990)
 AG7801
 AG7801'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7801'MARK NOT FOUND.
 AG7801
 AG7801                          STATION RECOVERY (2002)
 AG7801
 AG7801'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7801'CONDO BUILD OVER STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7785 ***********************************************************************
 AG7785  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7785  DESIGNATION -  872 5667 A TIDAL RESET
 AG7785  PID         -  AG7785
 AG7785  STATE/COUNTY-  FL/CHARLOTTE
 AG7785  USGS QUAD   -  PLACIDA (1987)
 AG7785
 AG7785                         *CURRENT SURVEY CONTROL
 AG7785  ___________________________________________________________________
 AG7785* NAD 83(1986)-  26 49 59.     (N)    082 15 51.     (W)     SCALED    
 AG7785* NAVD 88     -         1.423  (meters)       4.67   (feet)  ADJUSTED  
 AG7785  ___________________________________________________________________
 AG7785  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7785  DYNAMIC HT  -           1.421 (meters)       4.66  (feet)  COMP
 AG7785  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AG7785
 AG7785  VERT ORDER  -  SECOND    CLASS I
 AG7785
 AG7785.The horizontal coordinates were scaled from a topographic map and have
 AG7785.an estimated accuracy of +/- 6 seconds.
 AG7785
 AG7785.The orthometric height was determined by differential leveling
 AG7785.and adjusted by the National Geodetic Survey in June 1991..
 AG7785
 AG7785.This Tidal Bench Mark is designated as VM 7380
 AG7785.by the Center for Operational Oceanographic Products and Services.
 AG7785
 AG7785.The geoid height was determined by GEOID03.
 AG7785
 AG7785.The dynamic height is computed by dividing the NAVD 88
 AG7785.geopotential number by the normal gravity value computed on the
 AG7785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7785.degrees latitude (g = 980.6199 gals.).
 AG7785
 AG7785.The modeled gravity was interpolated from observed gravity values.
 AG7785
 AG7785;                    North         East    Units  Estimated Accuracy
 AG7785;SPC FL W     -   276,940.      173,740.      MT  (+/- 180 meters Scaled)
 AG7785
 AG7785                          SUPERSEDED SURVEY CONTROL
 AG7785
 AG7785.No superseded survey control is available for this station.
 AG7785
 AG7785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK743685(NAD 83)
 AG7785_MARKER: DJ = TIDAL STATION DISK
 AG7785_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7785+WITH SETTING: PAVEMENT
 AG7785_SP_SET: CONCRETE STEP
 AG7785_STAMPING: 5667 A RESET 1982
 AG7785_MARK LOGO: NOS   
 AG7785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7785+STABILITY: SURFACE MOTION
 AG7785
 AG7785  HISTORY     - Date     Condition        Report By
 AG7785  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7785  HISTORY     - 1983     GOOD             FLDNR
 AG7785  HISTORY     - 1990     GOOD             USPSQD
 AG7785  HISTORY     - 19940610 GOOD             USPSQD
 AG7785
 AG7785                          STATION DESCRIPTION
 AG7785
 AG7785'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7785'IN PLACIDA.
 AG7785'THE MARK IS AT THE PLACIDA POST OFFICE, SET IN THE 2ND STEP, 2.2 FEET
 AG7785'EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 49.4 FEET WEST OF THE
 AG7785'CENTERLINE OF THE DRIVE, AND 46.6 FEET NORTH OF THE NORTHEAST CORNER
 AG7785'OF THE GASPARILLA FISHERY.
 AG7785'THE MARK IS 2 FT ABOVE GROUND.
 AG7785
 AG7785                          STATION RECOVERY (1990)
 AG7785
 AG7785'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7785'RECOVERED IN GOOD CONDITION.
 AG7785
 AG7785                          STATION RECOVERY (1994)
 AG7785
 AG7785'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7783 ***********************************************************************
 AG7783  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7783  DESIGNATION -  872 5667 B TIDAL
 AG7783  PID         -  AG7783
 AG7783  STATE/COUNTY-  FL/CHARLOTTE
 AG7783  USGS QUAD   -  PLACIDA (1987)
 AG7783
 AG7783                         *CURRENT SURVEY CONTROL
 AG7783  ___________________________________________________________________
 AG7783* NAD 83(1986)-  26 49 59.     (N)    082 15 51.     (W)     SCALED    
 AG7783* NAVD 88     -         2.346  (meters)       7.70   (feet)  ADJUSTED  
 AG7783  ___________________________________________________________________
 AG7783  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7783  DYNAMIC HT  -           2.342 (meters)       7.68  (feet)  COMP
 AG7783  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AG7783
 AG7783  VERT ORDER  -  SECOND    CLASS I
 AG7783
 AG7783.The horizontal coordinates were scaled from a topographic map and have
 AG7783.an estimated accuracy of +/- 6 seconds.
 AG7783
 AG7783.The orthometric height was determined by differential leveling
 AG7783.and adjusted by the National Geodetic Survey in June 1991..
 AG7783
 AG7783.This Tidal Bench Mark is designated as VM 7379
 AG7783.by the Center for Operational Oceanographic Products and Services.
 AG7783
 AG7783.The geoid height was determined by GEOID03.
 AG7783
 AG7783.The dynamic height is computed by dividing the NAVD 88
 AG7783.geopotential number by the normal gravity value computed on the
 AG7783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7783.degrees latitude (g = 980.6199 gals.).
 AG7783
 AG7783.The modeled gravity was interpolated from observed gravity values.
 AG7783
 AG7783;                    North         East    Units  Estimated Accuracy
 AG7783;SPC FL W     -   276,940.      173,740.      MT  (+/- 180 meters Scaled)
 AG7783
 AG7783                          SUPERSEDED SURVEY CONTROL
 AG7783
 AG7783.No superseded survey control is available for this station.
 AG7783
 AG7783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK743685(NAD 83)
 AG7783_MARKER: DJ = TIDAL STATION DISK
 AG7783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7783_SP_SET: BRIDGE ABUTMENT
 AG7783_STAMPING: 5667 B 1977
 AG7783_MARK LOGO: NOS   
 AG7783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7783+STABILITY: SURFACE MOTION
 AG7783
 AG7783  HISTORY     - Date     Condition        Report By
 AG7783  HISTORY     - 1977     MONUMENTED       NOS
 AG7783  HISTORY     - 1983     GOOD             FLDNR
 AG7783  HISTORY     - 1990     GOOD             USPSQD
 AG7783  HISTORY     - 19940610 GOOD             USPSQD
 AG7783
 AG7783                          STATION DESCRIPTION
 AG7783
 AG7783'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7783'IN PLACIDA.
 AG7783'THE MARK IS SET IN THE SOUTH ABUTMENT OF THE COUNTY ROAD 771 BRIDGE
 AG7783'OVER CORAL CREEK, 18.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AG7783'AND 1.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 AG7783
 AG7783                          STATION RECOVERY (1990)
 AG7783
 AG7783'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7783'RECOVERED IN GOOD CONDITION.
 AG7783
 AG7783                          STATION RECOVERY (1994)
 AG7783
 AG7783'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7782 ***********************************************************************
 AG7782  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7782  DESIGNATION -  872 5667 C TIDAL RESET
 AG7782  PID         -  AG7782
 AG7782  STATE/COUNTY-  FL/CHARLOTTE
 AG7782  USGS QUAD   -  PLACIDA (1987)
 AG7782
 AG7782                         *CURRENT SURVEY CONTROL
 AG7782  ___________________________________________________________________
 AG7782* NAD 83(1986)-  26 49 59.     (N)    082 15 51.     (W)     SCALED    
 AG7782* NAVD 88     -         2.955  (meters)       9.69   (feet)  ADJUSTED  
 AG7782  ___________________________________________________________________
 AG7782  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7782  DYNAMIC HT  -           2.950 (meters)       9.68  (feet)  COMP
 AG7782  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AG7782
 AG7782  VERT ORDER  -  SECOND    CLASS I
 AG7782
 AG7782.The horizontal coordinates were scaled from a topographic map and have
 AG7782.an estimated accuracy of +/- 6 seconds.
 AG7782
 AG7782.The orthometric height was determined by differential leveling
 AG7782.and adjusted by the National Geodetic Survey in June 1991..
 AG7782
 AG7782.This Tidal Bench Mark is designated as VM 7381
 AG7782.by the Center for Operational Oceanographic Products and Services.
 AG7782
 AG7782.The geoid height was determined by GEOID03.
 AG7782
 AG7782.The dynamic height is computed by dividing the NAVD 88
 AG7782.geopotential number by the normal gravity value computed on the
 AG7782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7782.degrees latitude (g = 980.6199 gals.).
 AG7782
 AG7782.The modeled gravity was interpolated from observed gravity values.
 AG7782
 AG7782;                    North         East    Units  Estimated Accuracy
 AG7782;SPC FL W     -   276,940.      173,740.      MT  (+/- 180 meters Scaled)
 AG7782
 AG7782                          SUPERSEDED SURVEY CONTROL
 AG7782
 AG7782.No superseded survey control is available for this station.
 AG7782
 AG7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK743685(NAD 83)
 AG7782_MARKER: DJ = TIDAL STATION DISK
 AG7782_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7782_SP_SET: BRIDGE PAVEMENT
 AG7782_STAMPING: 5667 C RESET 1982
 AG7782_MARK LOGO: NOS   
 AG7782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7782
 AG7782  HISTORY     - Date     Condition        Report By
 AG7782  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7782  HISTORY     - 1983     GOOD             FLDNR
 AG7782  HISTORY     - 1990     GOOD             USPSQD
 AG7782  HISTORY     - 19940610 GOOD             USPSQD
 AG7782
 AG7782                          STATION DESCRIPTION
 AG7782
 AG7782'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7782'IN PLACIDA.
 AG7782'THE MARK IS SET IN THE CONCRETE PAVEMENT OF THE COUNTY ROAD 771 BRIDGE
 AG7782'OVER CORAL CREEK, 14 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AG7782'104.5 FEET SOUTHWEST OF THE NORTH CORNER OF THE BRIDGE, AND 1.2 FEET
 AG7782'SOUTHEAST OF THE BRIDGE RAIL.
 AG7782
 AG7782                          STATION RECOVERY (1990)
 AG7782
 AG7782'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7782'RECOVERED IN GOOD CONDITION.
 AG7782
 AG7782                          STATION RECOVERY (1994)
 AG7782
 AG7782'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7784 ***********************************************************************
 AG7784  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7784  DESIGNATION -  872 5667 D TIDAL
 AG7784  PID         -  AG7784
 AG7784  STATE/COUNTY-  FL/CHARLOTTE
 AG7784  USGS QUAD   -  PLACIDA (1987)
 AG7784
 AG7784                         *CURRENT SURVEY CONTROL
 AG7784  ___________________________________________________________________
 AG7784* NAD 83(1986)-  26 49 59.     (N)    082 15 51.     (W)     SCALED    
 AG7784* NAVD 88     -         2.614  (meters)       8.58   (feet)  ADJUSTED  
 AG7784  ___________________________________________________________________
 AG7784  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7784  DYNAMIC HT  -           2.610 (meters)       8.56  (feet)  COMP
 AG7784  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AG7784
 AG7784  VERT ORDER  -  SECOND    CLASS I
 AG7784
 AG7784.The horizontal coordinates were scaled from a topographic map and have
 AG7784.an estimated accuracy of +/- 6 seconds.
 AG7784
 AG7784.The orthometric height was determined by differential leveling
 AG7784.and adjusted by the National Geodetic Survey in June 1991..
 AG7784
 AG7784.This Tidal Bench Mark is designated as VM 7383
 AG7784.by the Center for Operational Oceanographic Products and Services.
 AG7784
 AG7784.This Tidal Bench Mark is designated as VM 17159
 AG7784.by the Center for Operational Oceanographic Products and Services.
 AG7784
 AG7784.The geoid height was determined by GEOID03.
 AG7784
 AG7784.The dynamic height is computed by dividing the NAVD 88
 AG7784.geopotential number by the normal gravity value computed on the
 AG7784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7784.degrees latitude (g = 980.6199 gals.).
 AG7784
 AG7784.The modeled gravity was interpolated from observed gravity values.
 AG7784
 AG7784;                    North         East    Units  Estimated Accuracy
 AG7784;SPC FL W     -   276,940.      173,740.      MT  (+/- 180 meters Scaled)
 AG7784
 AG7784                          SUPERSEDED SURVEY CONTROL
 AG7784
 AG7784.No superseded survey control is available for this station.
 AG7784
 AG7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK743685(NAD 83)
 AG7784_MARKER: DD = SURVEY DISK
 AG7784_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7784_SP_SET: BRIDGE ABUTMENT
 AG7784_STAMPING: 5667 D
 AG7784_MARK LOGO: FLDT  
 AG7784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7784+STABILITY: SURFACE MOTION
 AG7784
 AG7784  HISTORY     - Date     Condition        Report By
 AG7784  HISTORY     - UNK      MONUMENTED       FLDT
 AG7784  HISTORY     - 1983     GOOD             FLDNR
 AG7784  HISTORY     - 1990     GOOD             USPSQD
 AG7784
 AG7784                          STATION DESCRIPTION
 AG7784
 AG7784'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7784'IN PLACIDA.
 AG7784'THE MARK IS SET IN THE ABUTMENT OF THE COUNTY ROAD 771 BRIDGE OVER
 AG7784'CORAL CREEK, AT THE SOUTH CORNER OF THE BRIDGE, 18.5 FEET SOUTHEAST OF
 AG7784'THE CENTERLINE OF THE ROAD.
 AG7784
 AG7784                          STATION RECOVERY (1990)
 AG7784
 AG7784'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7781 ***********************************************************************
 AG7781  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7781  DESIGNATION -  872 5667 E TIDAL
 AG7781  PID         -  AG7781
 AG7781  STATE/COUNTY-  FL/CHARLOTTE
 AG7781  USGS QUAD   -  PLACIDA (1987)
 AG7781
 AG7781                         *CURRENT SURVEY CONTROL
 AG7781  ___________________________________________________________________
 AG7781* NAD 83(1986)-  26 49 59.     (N)    082 15 51.     (W)     SCALED    
 AG7781* NAVD 88     -         2.766  (meters)       9.07   (feet)  ADJUSTED  
 AG7781  ___________________________________________________________________
 AG7781  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7781  DYNAMIC HT  -           2.761 (meters)       9.06  (feet)  COMP
 AG7781  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AG7781
 AG7781  VERT ORDER  -  SECOND    CLASS I
 AG7781
 AG7781.The horizontal coordinates were scaled from a topographic map and have
 AG7781.an estimated accuracy of +/- 6 seconds.
 AG7781
 AG7781.The orthometric height was determined by differential leveling
 AG7781.and adjusted by the National Geodetic Survey in June 1991..
 AG7781
 AG7781.This Tidal Bench Mark is designated as VM 7382
 AG7781.by the Center for Operational Oceanographic Products and Services.
 AG7781
 AG7781.This Tidal Bench Mark is designated as VM 17160
 AG7781.by the Center for Operational Oceanographic Products and Services.
 AG7781
 AG7781.The geoid height was determined by GEOID03.
 AG7781
 AG7781.The dynamic height is computed by dividing the NAVD 88
 AG7781.geopotential number by the normal gravity value computed on the
 AG7781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7781.degrees latitude (g = 980.6199 gals.).
 AG7781
 AG7781.The modeled gravity was interpolated from observed gravity values.
 AG7781
 AG7781;                    North         East    Units  Estimated Accuracy
 AG7781;SPC FL W     -   276,940.      173,740.      MT  (+/- 180 meters Scaled)
 AG7781
 AG7781                          SUPERSEDED SURVEY CONTROL
 AG7781
 AG7781.No superseded survey control is available for this station.
 AG7781
 AG7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK743685(NAD 83)
 AG7781_MARKER: DD = SURVEY DISK
 AG7781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7781_SP_SET: BRIDGE ABUTMENT
 AG7781_STAMPING: 5667 E
 AG7781_MARK LOGO: FLDT  
 AG7781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7781+STABILITY: SURFACE MOTION
 AG7781
 AG7781  HISTORY     - Date     Condition        Report By
 AG7781  HISTORY     - UNK      MONUMENTED       FLDT
 AG7781  HISTORY     - 1983     GOOD             FLDNR
 AG7781  HISTORY     - 1990     POOR             USPSQD
 AG7781
 AG7781                          STATION DESCRIPTION
 AG7781
 AG7781'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7781'IN PLACIDA.
 AG7781'THE MARK IS SET IN THE BRIDGE ABUTMENT OF THE COUNTY ROAD 771 BRIDGE
 AG7781'OVER CORAL CREEK, AT THE NORTH CORNER OF THE BRIDGE, 18 FEET NORTHWEST
 AG7781'OF THE CENTERLINE OF THE ROAD.
 AG7781
 AG7781                          STATION RECOVERY (1990)
 AG7781
 AG7781'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7781'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7811 ***********************************************************************
 AG7811  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7811  DESIGNATION -  872 5685 A TIDAL
 AG7811  PID         -  AG7811
 AG7811  STATE/COUNTY-  FL/CHARLOTTE
 AG7811  USGS QUAD   -  PLACIDA (1987)
 AG7811
 AG7811                         *CURRENT SURVEY CONTROL
 AG7811  ___________________________________________________________________
 AG7811* NAD 83(1986)-  26 51 21.     (N)    082 18 12.     (W)     SCALED    
 AG7811* NAVD 88     -         0.339  (meters)       1.11   (feet)  ADJUSTED  
 AG7811  ___________________________________________________________________
 AG7811  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7811  DYNAMIC HT  -           0.338 (meters)       1.11  (feet)  COMP
 AG7811  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AG7811
 AG7811  VERT ORDER  -  SECOND    CLASS I
 AG7811
 AG7811.The horizontal coordinates were scaled from a topographic map and have
 AG7811.an estimated accuracy of +/- 6 seconds.
 AG7811
 AG7811.The orthometric height was determined by differential leveling
 AG7811.and adjusted by the National Geodetic Survey in June 1991..
 AG7811
 AG7811.This Tidal Bench Mark is designated as VM 7384
 AG7811.by the Center for Operational Oceanographic Products and Services.
 AG7811
 AG7811.The geoid height was determined by GEOID03.
 AG7811
 AG7811.The dynamic height is computed by dividing the NAVD 88
 AG7811.geopotential number by the normal gravity value computed on the
 AG7811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7811.degrees latitude (g = 980.6199 gals.).
 AG7811
 AG7811.The modeled gravity was interpolated from observed gravity values.
 AG7811
 AG7811;                    North         East    Units  Estimated Accuracy
 AG7811;SPC FL W     -   279,470.      169,860.      MT  (+/- 180 meters Scaled)
 AG7811
 AG7811                          SUPERSEDED SURVEY CONTROL
 AG7811
 AG7811.No superseded survey control is available for this station.
 AG7811
 AG7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK705711(NAD 83)
 AG7811_MARKER: DJ = TIDAL STATION DISK
 AG7811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7811_SP_SET: COPPER-CLAD STEEL ROD
 AG7811_STAMPING: 5685 A 1977
 AG7811_MARK LOGO: NOS   
 AG7811_PROJECTION: FLUSH
 AG7811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7811_ROD/PIPE-DEPTH: 7.32 meters
 AG7811
 AG7811  HISTORY     - Date     Condition        Report By
 AG7811  HISTORY     - 1977     MONUMENTED       NOS
 AG7811  HISTORY     - 1983     GOOD             FLDNR
 AG7811  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7811  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7811
 AG7811                          STATION DESCRIPTION
 AG7811
 AG7811'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7811'2.6 MI NW FROM PLACIDA.
 AG7811'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7811'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7811'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7811'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 20 FEET SOUTHWEST
 AG7811'OF THE NORTHWEST CORNER OF THE PORCH OF AN ABANDONED AND DELAPIDATED
 AG7811'HOUSE, 5.5 FEET NORTHWEST OF THE END OF A DOCK, 5 FEET NORTHEAST OF
 AG7811'THE EDGE OF THE WATERWAY, 60 FEET SOUTHEAST OF TIDAL BENCH MARK 5685 B
 AG7811'1977, AND 1 FOOT SOUTH OF A WITNESS POST.
 AG7811
 AG7811                          STATION RECOVERY (1990)
 AG7811
 AG7811'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7811'MARK NOT FOUND.
 AG7811
 AG7811                          STATION RECOVERY (1997)
 AG7811
 AG7811'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7807 ***********************************************************************
 AG7807  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7807  DESIGNATION -  872 5685 B TIDAL
 AG7807  PID         -  AG7807
 AG7807  STATE/COUNTY-  FL/CHARLOTTE
 AG7807  USGS QUAD   -  PLACIDA (1987)
 AG7807
 AG7807                         *CURRENT SURVEY CONTROL
 AG7807  ___________________________________________________________________
 AG7807* NAD 83(1986)-  26 51 21.     (N)    082 18 12.     (W)     SCALED    
 AG7807* NAVD 88     -         0.429  (meters)       1.41   (feet)  ADJUSTED  
 AG7807  ___________________________________________________________________
 AG7807  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7807  DYNAMIC HT  -           0.428 (meters)       1.40  (feet)  COMP
 AG7807  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AG7807
 AG7807  VERT ORDER  -  SECOND    CLASS I
 AG7807
 AG7807.The horizontal coordinates were scaled from a topographic map and have
 AG7807.an estimated accuracy of +/- 6 seconds.
 AG7807
 AG7807.The orthometric height was determined by differential leveling
 AG7807.and adjusted by the National Geodetic Survey in June 1991..
 AG7807
 AG7807.This Tidal Bench Mark is designated as VM 7385
 AG7807.by the Center for Operational Oceanographic Products and Services.
 AG7807
 AG7807.The geoid height was determined by GEOID03.
 AG7807
 AG7807.The dynamic height is computed by dividing the NAVD 88
 AG7807.geopotential number by the normal gravity value computed on the
 AG7807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7807.degrees latitude (g = 980.6199 gals.).
 AG7807
 AG7807.The modeled gravity was interpolated from observed gravity values.
 AG7807
 AG7807;                    North         East    Units  Estimated Accuracy
 AG7807;SPC FL W     -   279,470.      169,860.      MT  (+/- 180 meters Scaled)
 AG7807
 AG7807                          SUPERSEDED SURVEY CONTROL
 AG7807
 AG7807.No superseded survey control is available for this station.
 AG7807
 AG7807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK705711(NAD 83)
 AG7807_MARKER: DJ = TIDAL STATION DISK
 AG7807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7807_SP_SET: COPPER-CLAD STEEL ROD
 AG7807_STAMPING: 5685 B 1977
 AG7807_MARK LOGO: NOS   
 AG7807_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7807_ROD/PIPE-DEPTH: 7.32 meters
 AG7807
 AG7807  HISTORY     - Date     Condition        Report By
 AG7807  HISTORY     - 1977     MONUMENTED       NOS
 AG7807  HISTORY     - 1983     GOOD             FLDNR
 AG7807  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7807  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7807
 AG7807                          STATION DESCRIPTION
 AG7807
 AG7807'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7807'2.6 MI NW FROM PLACIDA.
 AG7807'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7807'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7807'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7807'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 62 FEET NORTH OF
 AG7807'THE NORTHWEST CORNER OF AN ABANDONED AND DELAPIDATED HOUSE, 10 FEET
 AG7807'NORTHEAST OF THE EDGE OF THE WATERWAY, 60 FEET NORTHWEST OF TIDAL
 AG7807'BENCH MARK 5685 A 1977, 0.5 FOOT NORTHEAST OF A WITNESS POST, AND 56
 AG7807'FEET SOUTHEAST OF TIDAL BENCH MARK 5685 E 1977.
 AG7807
 AG7807                          STATION RECOVERY (1990)
 AG7807
 AG7807'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7807'MARK NOT FOUND.
 AG7807
 AG7807                          STATION RECOVERY (1997)
 AG7807
 AG7807'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7810 ***********************************************************************
 AG7810  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7810  DESIGNATION -  872 5685 C TIDAL
 AG7810  PID         -  AG7810
 AG7810  STATE/COUNTY-  FL/CHARLOTTE
 AG7810  USGS QUAD   -  PLACIDA (1987)
 AG7810
 AG7810                         *CURRENT SURVEY CONTROL
 AG7810  ___________________________________________________________________
 AG7810* NAD 83(1986)-  26 51 21.     (N)    082 18 12.     (W)     SCALED    
 AG7810* NAVD 88     -         0.316  (meters)       1.04   (feet)  ADJUSTED  
 AG7810  ___________________________________________________________________
 AG7810  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7810  DYNAMIC HT  -           0.315 (meters)       1.03  (feet)  COMP
 AG7810  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AG7810
 AG7810  VERT ORDER  -  SECOND    CLASS I
 AG7810
 AG7810.The horizontal coordinates were scaled from a topographic map and have
 AG7810.an estimated accuracy of +/- 6 seconds.
 AG7810
 AG7810.The orthometric height was determined by differential leveling
 AG7810.and adjusted by the National Geodetic Survey in June 1991..
 AG7810
 AG7810.This Tidal Bench Mark is designated as VM 7386
 AG7810.by the Center for Operational Oceanographic Products and Services.
 AG7810
 AG7810.The geoid height was determined by GEOID03.
 AG7810
 AG7810.The dynamic height is computed by dividing the NAVD 88
 AG7810.geopotential number by the normal gravity value computed on the
 AG7810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7810.degrees latitude (g = 980.6199 gals.).
 AG7810
 AG7810.The modeled gravity was interpolated from observed gravity values.
 AG7810
 AG7810;                    North         East    Units  Estimated Accuracy
 AG7810;SPC FL W     -   279,470.      169,860.      MT  (+/- 180 meters Scaled)
 AG7810
 AG7810                          SUPERSEDED SURVEY CONTROL
 AG7810
 AG7810.No superseded survey control is available for this station.
 AG7810
 AG7810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK705711(NAD 83)
 AG7810_MARKER: DJ = TIDAL STATION DISK
 AG7810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7810_SP_SET: COPPER-CLAD STEEL ROD
 AG7810_STAMPING: 5685 C 1977
 AG7810_MARK LOGO: NOS   
 AG7810_PROJECTION: RECESSED 5 CENTIMETERS
 AG7810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7810_ROD/PIPE-DEPTH: 7.32 meters
 AG7810
 AG7810  HISTORY     - Date     Condition        Report By
 AG7810  HISTORY     - 1977     MONUMENTED       NOS
 AG7810  HISTORY     - 1983     GOOD             FLDNR
 AG7810  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7810  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7810
 AG7810                          STATION DESCRIPTION
 AG7810
 AG7810'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7810'2.6 MI NW FROM PLACIDA.
 AG7810'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7810'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7810'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7810'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 73 FEET NORTHWEST
 AG7810'OF THE NORTHEAST CORNER OF AN ABANDONED AND DELAPIDATED HOUSE, 53 FEET
 AG7810'NORTH OF TIDAL BENCH MARK 5685 B 1977, 66 FEET EAST OF TIDAL BENCH
 AG7810'MARK 5685 E 1977, 101 FEET SOUTHEAST OF TIDAL BENCH MARK 5685 F 1977,
 AG7810'AND 1 FOOT SOUTHWEST OF A WITNESS POST.
 AG7810
 AG7810                          STATION RECOVERY (1990)
 AG7810
 AG7810'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7810'MARK NOT FOUND.
 AG7810
 AG7810                          STATION RECOVERY (1997)
 AG7810
 AG7810'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7808 ***********************************************************************
 AG7808  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7808  DESIGNATION -  872 5685 E TIDAL
 AG7808  PID         -  AG7808
 AG7808  STATE/COUNTY-  FL/CHARLOTTE
 AG7808  USGS QUAD   -  PLACIDA (1987)
 AG7808
 AG7808                         *CURRENT SURVEY CONTROL
 AG7808  ___________________________________________________________________
 AG7808* NAD 83(1986)-  26 51 21.     (N)    082 18 12.     (W)     SCALED    
 AG7808* NAVD 88     -         0.482  (meters)       1.58   (feet)  ADJUSTED  
 AG7808  ___________________________________________________________________
 AG7808  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7808  DYNAMIC HT  -           0.481 (meters)       1.58  (feet)  COMP
 AG7808  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AG7808
 AG7808  VERT ORDER  -  SECOND    CLASS I
 AG7808
 AG7808.The horizontal coordinates were scaled from a topographic map and have
 AG7808.an estimated accuracy of +/- 6 seconds.
 AG7808
 AG7808.The orthometric height was determined by differential leveling
 AG7808.and adjusted by the National Geodetic Survey in June 1991..
 AG7808
 AG7808.This Tidal Bench Mark is designated as VM 7387
 AG7808.by the Center for Operational Oceanographic Products and Services.
 AG7808
 AG7808.The geoid height was determined by GEOID03.
 AG7808
 AG7808.The dynamic height is computed by dividing the NAVD 88
 AG7808.geopotential number by the normal gravity value computed on the
 AG7808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7808.degrees latitude (g = 980.6199 gals.).
 AG7808
 AG7808.The modeled gravity was interpolated from observed gravity values.
 AG7808
 AG7808;                    North         East    Units  Estimated Accuracy
 AG7808;SPC FL W     -   279,470.      169,860.      MT  (+/- 180 meters Scaled)
 AG7808
 AG7808                          SUPERSEDED SURVEY CONTROL
 AG7808
 AG7808.No superseded survey control is available for this station.
 AG7808
 AG7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK705711(NAD 83)
 AG7808_MARKER: DJ = TIDAL STATION DISK
 AG7808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7808_SP_SET: COPPER-CLAD STEEL ROD
 AG7808_STAMPING: 5685 E 1977
 AG7808_MARK LOGO: NOS   
 AG7808_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7808_ROD/PIPE-DEPTH: 7.32 meters
 AG7808
 AG7808  HISTORY     - Date     Condition        Report By
 AG7808  HISTORY     - 1977     MONUMENTED       NOS
 AG7808  HISTORY     - 1983     GOOD             FLDNR
 AG7808  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7808  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7808
 AG7808                          STATION DESCRIPTION
 AG7808
 AG7808'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7808'2.6 MI NW FROM PLACIDA.
 AG7808'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7808'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7808'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7808'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 8 FEET NORTHEAST
 AG7808'OF THE EDGE OF THE WATERWAY, 66 FEET WEST OF TIDAL BENCH MARK 5685 C
 AG7808'1977, 56 FEET NORTHWEST OF TIDAL BENCH MARK 5685 B 1977, 54 FEET
 AG7808'SOUTH-SOUTHEAST OF TIDAL BENCH MARK 5685 F 1977, AND 0.5 FOOT
 AG7808'NORTHEAST OF A WITNESS POST.
 AG7808
 AG7808                          STATION RECOVERY (1990)
 AG7808
 AG7808'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7808'MARK NOT FOUND.
 AG7808
 AG7808                          STATION RECOVERY (1997)
 AG7808
 AG7808'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7809 ***********************************************************************
 AG7809  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7809  DESIGNATION -  872 5685 F TIDAL
 AG7809  PID         -  AG7809
 AG7809  STATE/COUNTY-  FL/CHARLOTTE
 AG7809  USGS QUAD   -  PLACIDA (1987)
 AG7809
 AG7809                         *CURRENT SURVEY CONTROL
 AG7809  ___________________________________________________________________
 AG7809* NAD 83(1986)-  26 51 21.     (N)    082 18 12.     (W)     SCALED    
 AG7809* NAVD 88     -         0.249  (meters)       0.82   (feet)  ADJUSTED  
 AG7809  ___________________________________________________________________
 AG7809  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7809  DYNAMIC HT  -           0.249 (meters)       0.82  (feet)  COMP
 AG7809  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AG7809
 AG7809  VERT ORDER  -  SECOND    CLASS I
 AG7809
 AG7809.The horizontal coordinates were scaled from a topographic map and have
 AG7809.an estimated accuracy of +/- 6 seconds.
 AG7809
 AG7809.The orthometric height was determined by differential leveling
 AG7809.and adjusted by the National Geodetic Survey in June 1991..
 AG7809
 AG7809.This Tidal Bench Mark is designated as VM 7388
 AG7809.by the Center for Operational Oceanographic Products and Services.
 AG7809
 AG7809.The geoid height was determined by GEOID03.
 AG7809
 AG7809.The dynamic height is computed by dividing the NAVD 88
 AG7809.geopotential number by the normal gravity value computed on the
 AG7809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7809.degrees latitude (g = 980.6199 gals.).
 AG7809
 AG7809.The modeled gravity was interpolated from observed gravity values.
 AG7809
 AG7809;                    North         East    Units  Estimated Accuracy
 AG7809;SPC FL W     -   279,470.      169,860.      MT  (+/- 180 meters Scaled)
 AG7809
 AG7809                          SUPERSEDED SURVEY CONTROL
 AG7809
 AG7809.No superseded survey control is available for this station.
 AG7809
 AG7809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK705711(NAD 83)
 AG7809_MARKER: DJ = TIDAL STATION DISK
 AG7809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7809_SP_SET: COPPER-CLAD STEEL ROD
 AG7809_STAMPING: 5685 F 1977
 AG7809_MARK LOGO: NOS   
 AG7809_PROJECTION: FLUSH
 AG7809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7809_ROD/PIPE-DEPTH: 7.32 meters
 AG7809
 AG7809  HISTORY     - Date     Condition        Report By
 AG7809  HISTORY     - 1977     MONUMENTED       NOS
 AG7809  HISTORY     - 1983     GOOD             FLDNR
 AG7809  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7809  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7809
 AG7809                          STATION DESCRIPTION
 AG7809
 AG7809'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7809'2.6 MI NW FROM PLACIDA.
 AG7809'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7809'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7809'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7809'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 10 FEET SOUTHWEST
 AG7809'OF THE EDGE OF A MANGROVE SWAMP, 30 FEET NORTHEAST OF THE APPROXIMATE
 AG7809'MEAN HIGH WATER LINE, 54 FEET NORTH-NORTHWEST OF TIDAL BENCH MARK 5685
 AG7809'E 1977, 101 FEET NORTHWEST OF TIDAL BENCH MARK 5685 C 1977, AND 0.5
 AG7809'FOOT SOUTH OF A WITNESS POST.
 AG7809
 AG7809                          STATION RECOVERY (1990)
 AG7809
 AG7809'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7809'MARK NOT FOUND.
 AG7809
 AG7809                          STATION RECOVERY (1997)
 AG7809
 AG7809'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7813 ***********************************************************************
 AG7813  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7813  DESIGNATION -  872 5691 A TIDAL
 AG7813  PID         -  AG7813
 AG7813  STATE/COUNTY-  FL/CHARLOTTE
 AG7813  USGS QUAD   -  PLACIDA (1987)
 AG7813
 AG7813                         *CURRENT SURVEY CONTROL
 AG7813  ___________________________________________________________________
 AG7813* NAD 83(1986)-  26 52 19.     (N)    082 18 49.     (W)     SCALED    
 AG7813* NAVD 88     -         1.190  (meters)       3.90   (feet)  ADJUSTED  
 AG7813  ___________________________________________________________________
 AG7813  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7813  DYNAMIC HT  -           1.188 (meters)       3.90  (feet)  COMP
 AG7813  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 AG7813
 AG7813  VERT ORDER  -  SECOND    CLASS I
 AG7813
 AG7813.The horizontal coordinates were scaled from a topographic map and have
 AG7813.an estimated accuracy of +/- 6 seconds.
 AG7813
 AG7813.The orthometric height was determined by differential leveling
 AG7813.and adjusted by the National Geodetic Survey in June 1991..
 AG7813
 AG7813.This Tidal Bench Mark is designated as VM 7389
 AG7813.by the Center for Operational Oceanographic Products and Services.
 AG7813
 AG7813.The geoid height was determined by GEOID03.
 AG7813
 AG7813.The dynamic height is computed by dividing the NAVD 88
 AG7813.geopotential number by the normal gravity value computed on the
 AG7813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7813.degrees latitude (g = 980.6199 gals.).
 AG7813
 AG7813.The modeled gravity was interpolated from observed gravity values.
 AG7813
 AG7813;                    North         East    Units  Estimated Accuracy
 AG7813;SPC FL W     -   281,260.      168,840.      MT  (+/- 180 meters Scaled)
 AG7813
 AG7813                          SUPERSEDED SURVEY CONTROL
 AG7813
 AG7813.No superseded survey control is available for this station.
 AG7813
 AG7813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK695729(NAD 83)
 AG7813_MARKER: DJ = TIDAL STATION DISK
 AG7813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7813_SP_SET: COPPER-CLAD STEEL ROD
 AG7813_STAMPING: 5691 A 1977
 AG7813_MARK LOGO: NOS   
 AG7813_PROJECTION: FLUSH
 AG7813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7813_ROD/PIPE-DEPTH: 12.2 meters
 AG7813
 AG7813  HISTORY     - Date     Condition        Report By
 AG7813  HISTORY     - 1977     MONUMENTED       NOS
 AG7813  HISTORY     - 1983     GOOD             FLDNR
 AG7813  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7813  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7813
 AG7813                          STATION DESCRIPTION
 AG7813
 AG7813'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7813'5.65 MI SE FROM ENGLEWOOD.
 AG7813'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7813'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7813'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7813'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 18.5
 AG7813'FEET NORTH OF THE CENTERLINE OF THE OLD BRIDGE ROAD, 50 FEET NORTH OF
 AG7813'A POWER POLE, 27.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AG7813'WOOD FRAME HOUSE, AND 87 FEET WEST OF TIDAL BENCH MARK 5691 B 1977.
 AG7813
 AG7813                          STATION RECOVERY (1990)
 AG7813
 AG7813'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7813'MARK NOT FOUND.
 AG7813
 AG7813                          STATION RECOVERY (1997)
 AG7813
 AG7813'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7814 ***********************************************************************
 AG7814  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7814  DESIGNATION -  872 5691 B TIDAL
 AG7814  PID         -  AG7814
 AG7814  STATE/COUNTY-  FL/CHARLOTTE
 AG7814  USGS QUAD   -  PLACIDA (1987)
 AG7814
 AG7814                         *CURRENT SURVEY CONTROL
 AG7814  ___________________________________________________________________
 AG7814* NAD 83(1986)-  26 52 19.     (N)    082 18 49.     (W)     SCALED    
 AG7814* NAVD 88     -         1.377  (meters)       4.52   (feet)  ADJUSTED  
 AG7814  ___________________________________________________________________
 AG7814  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7814  DYNAMIC HT  -           1.375 (meters)       4.51  (feet)  COMP
 AG7814  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 AG7814
 AG7814  VERT ORDER  -  SECOND    CLASS I
 AG7814
 AG7814.The horizontal coordinates were scaled from a topographic map and have
 AG7814.an estimated accuracy of +/- 6 seconds.
 AG7814
 AG7814.The orthometric height was determined by differential leveling
 AG7814.and adjusted by the National Geodetic Survey in June 1991..
 AG7814
 AG7814.This Tidal Bench Mark is designated as VM 7390
 AG7814.by the Center for Operational Oceanographic Products and Services.
 AG7814
 AG7814.The geoid height was determined by GEOID03.
 AG7814
 AG7814.The dynamic height is computed by dividing the NAVD 88
 AG7814.geopotential number by the normal gravity value computed on the
 AG7814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7814.degrees latitude (g = 980.6199 gals.).
 AG7814
 AG7814.The modeled gravity was interpolated from observed gravity values.
 AG7814
 AG7814;                    North         East    Units  Estimated Accuracy
 AG7814;SPC FL W     -   281,260.      168,840.      MT  (+/- 180 meters Scaled)
 AG7814
 AG7814                          SUPERSEDED SURVEY CONTROL
 AG7814
 AG7814.No superseded survey control is available for this station.
 AG7814
 AG7814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK695729(NAD 83)
 AG7814_MARKER: DJ = TIDAL STATION DISK
 AG7814_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7814_SP_SET: COPPER-CLAD STEEL ROD
 AG7814_STAMPING: 5691 B 1977
 AG7814_MARK LOGO: NOS   
 AG7814_PROJECTION: FLUSH
 AG7814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7814_ROD/PIPE-DEPTH: 9.75 meters
 AG7814
 AG7814  HISTORY     - Date     Condition        Report By
 AG7814  HISTORY     - 1977     MONUMENTED       NOS
 AG7814  HISTORY     - 1983     GOOD             FLDNR
 AG7814  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7814  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7814
 AG7814                          STATION DESCRIPTION
 AG7814
 AG7814'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7814'5.65 MI SE FROM ENGLEWOOD.
 AG7814'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7814'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7814'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7814'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 55 FEET
 AG7814'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 21 FEET EAST
 AG7814'OF THE WEST END OF THE MEDIAN OF PANAMA BOULEVARD, AND 87 FEET EAST OF
 AG7814'TIDAL BENCH MARK 5691 A 1977.
 AG7814
 AG7814                          STATION RECOVERY (1990)
 AG7814
 AG7814'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7814'MARK NOT FOUND.
 AG7814
 AG7814                          STATION RECOVERY (1997)
 AG7814
 AG7814'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7815 ***********************************************************************
 AG7815  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7815  DESIGNATION -  872 5691 C TIDAL
 AG7815  PID         -  AG7815
 AG7815  STATE/COUNTY-  FL/CHARLOTTE
 AG7815  USGS QUAD   -  PLACIDA (1987)
 AG7815
 AG7815                         *CURRENT SURVEY CONTROL
 AG7815  ___________________________________________________________________
 AG7815* NAD 83(1986)-  26 52 19.     (N)    082 18 49.     (W)     SCALED    
 AG7815* NAVD 88     -         1.095  (meters)       3.59   (feet)  ADJUSTED  
 AG7815  ___________________________________________________________________
 AG7815  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7815  DYNAMIC HT  -           1.093 (meters)       3.59  (feet)  COMP
 AG7815  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 AG7815
 AG7815  VERT ORDER  -  SECOND    CLASS I
 AG7815
 AG7815.The horizontal coordinates were scaled from a topographic map and have
 AG7815.an estimated accuracy of +/- 6 seconds.
 AG7815
 AG7815.The orthometric height was determined by differential leveling
 AG7815.and adjusted by the National Geodetic Survey in June 1991..
 AG7815
 AG7815.This Tidal Bench Mark is designated as VM 7391
 AG7815.by the Center for Operational Oceanographic Products and Services.
 AG7815
 AG7815.The geoid height was determined by GEOID03.
 AG7815
 AG7815.The dynamic height is computed by dividing the NAVD 88
 AG7815.geopotential number by the normal gravity value computed on the
 AG7815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7815.degrees latitude (g = 980.6199 gals.).
 AG7815
 AG7815.The modeled gravity was interpolated from observed gravity values.
 AG7815
 AG7815;                    North         East    Units  Estimated Accuracy
 AG7815;SPC FL W     -   281,260.      168,840.      MT  (+/- 180 meters Scaled)
 AG7815
 AG7815                          SUPERSEDED SURVEY CONTROL
 AG7815
 AG7815.No superseded survey control is available for this station.
 AG7815
 AG7815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK695729(NAD 83)
 AG7815_MARKER: DJ = TIDAL STATION DISK
 AG7815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7815_SP_SET: COPPER-CLAD STEEL ROD
 AG7815_STAMPING: 5691 C 1977
 AG7815_MARK LOGO: NOS   
 AG7815_PROJECTION: FLUSH
 AG7815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7815_ROD/PIPE-DEPTH: 9.75 meters
 AG7815
 AG7815  HISTORY     - Date     Condition        Report By
 AG7815  HISTORY     - 1977     MONUMENTED       NOS
 AG7815  HISTORY     - 1983     GOOD             FLDNR
 AG7815  HISTORY     - 1990     GOOD             USPSQD
 AG7815  HISTORY     - 19970514 GOOD             USPSQD
 AG7815
 AG7815                          STATION DESCRIPTION
 AG7815
 AG7815'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7815'5.65 MI SE FROM ENGLEWOOD.
 AG7815'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7815'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7815'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7815'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 12.5
 AG7815'FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF PANAMA
 AG7815'BOULEVARD, 30 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 AG7815'WOOD FRAME HOUSE (LAST HOUSE ON SOUTH SIDE OF THE ROAD), 5 FEET
 AG7815'SOUTHEAST OF A MAIL BOX, ABOUT 110 FEET EAST-SOUTHEAST OF THE WEST END
 AG7815'OF THE ROAD MEDIAN, AND 0.5 FOOT NORTH OF A WITNESS POST.
 AG7815
 AG7815                          STATION RECOVERY (1990)
 AG7815
 AG7815'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7815'RECOVERED IN GOOD CONDITION.
 AG7815
 AG7815                          STATION RECOVERY (1997)
 AG7815
 AG7815'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7816 ***********************************************************************
 AG7816  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7816  DESIGNATION -  872 5691 E TIDAL
 AG7816  PID         -  AG7816
 AG7816  STATE/COUNTY-  FL/CHARLOTTE
 AG7816  USGS QUAD   -  PLACIDA (1987)
 AG7816
 AG7816                         *CURRENT SURVEY CONTROL
 AG7816  ___________________________________________________________________
 AG7816* NAD 83(1986)-  26 52 19.     (N)    082 18 49.     (W)     SCALED    
 AG7816* NAVD 88     -         1.456  (meters)       4.78   (feet)  ADJUSTED  
 AG7816  ___________________________________________________________________
 AG7816  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7816  DYNAMIC HT  -           1.453 (meters)       4.77  (feet)  COMP
 AG7816  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 AG7816
 AG7816  VERT ORDER  -  SECOND    CLASS I
 AG7816
 AG7816.The horizontal coordinates were scaled from a topographic map and have
 AG7816.an estimated accuracy of +/- 6 seconds.
 AG7816
 AG7816.The orthometric height was determined by differential leveling
 AG7816.and adjusted by the National Geodetic Survey in June 1991..
 AG7816
 AG7816.This Tidal Bench Mark is designated as VM 7392
 AG7816.by the Center for Operational Oceanographic Products and Services.
 AG7816
 AG7816.The geoid height was determined by GEOID03.
 AG7816
 AG7816.The dynamic height is computed by dividing the NAVD 88
 AG7816.geopotential number by the normal gravity value computed on the
 AG7816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7816.degrees latitude (g = 980.6199 gals.).
 AG7816
 AG7816.The modeled gravity was interpolated from observed gravity values.
 AG7816
 AG7816;                    North         East    Units  Estimated Accuracy
 AG7816;SPC FL W     -   281,260.      168,840.      MT  (+/- 180 meters Scaled)
 AG7816
 AG7816                          SUPERSEDED SURVEY CONTROL
 AG7816
 AG7816.No superseded survey control is available for this station.
 AG7816
 AG7816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK695729(NAD 83)
 AG7816_MARKER: DJ = TIDAL STATION DISK
 AG7816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7816_SP_SET: COPPER-CLAD STEEL ROD
 AG7816_STAMPING: 5691 E 1977
 AG7816_MARK LOGO: NOS   
 AG7816_PROJECTION: FLUSH
 AG7816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7816_ROD/PIPE-DEPTH: 9.75 meters
 AG7816
 AG7816  HISTORY     - Date     Condition        Report By
 AG7816  HISTORY     - 1977     MONUMENTED       NOS
 AG7816  HISTORY     - 1983     GOOD             FLDNR
 AG7816  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7816  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7816
 AG7816                          STATION DESCRIPTION
 AG7816
 AG7816'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7816'5.65 MI SE FROM ENGLEWOOD.
 AG7816'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7816'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7816'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7816'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 21 FEET
 AG7816'NORTH OF THE CENTERLINE OF THE EASTBOUND LANE, 22 FEET SOUTH OF THE
 AG7816'CENTERLINE OF THE WESTBOUND LANE, ABOUT 240 FEET EAST OF THE WEST END
 AG7816'OF PANAMA BOULEVARD, AND 0.5 FOOT SOUTH OF A WITNESS POST.
 AG7816
 AG7816                          STATION RECOVERY (1990)
 AG7816
 AG7816'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7816'MARK NOT FOUND.
 AG7816
 AG7816                          STATION RECOVERY (1997)
 AG7816
 AG7816'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7817 ***********************************************************************
 AG7817  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7817  DESIGNATION -  872 5691 F TIDAL
 AG7817  PID         -  AG7817
 AG7817  STATE/COUNTY-  FL/CHARLOTTE
 AG7817  USGS QUAD   -  PLACIDA (1987)
 AG7817
 AG7817                         *CURRENT SURVEY CONTROL
 AG7817  ___________________________________________________________________
 AG7817* NAD 83(1986)-  26 52 19.     (N)    082 18 49.     (W)     SCALED    
 AG7817* NAVD 88     -         1.206  (meters)       3.96   (feet)  ADJUSTED  
 AG7817  ___________________________________________________________________
 AG7817  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7817  DYNAMIC HT  -           1.205 (meters)       3.95  (feet)  COMP
 AG7817  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 AG7817
 AG7817  VERT ORDER  -  SECOND    CLASS I
 AG7817
 AG7817.The horizontal coordinates were scaled from a topographic map and have
 AG7817.an estimated accuracy of +/- 6 seconds.
 AG7817
 AG7817.The orthometric height was determined by differential leveling
 AG7817.and adjusted by the National Geodetic Survey in June 1991..
 AG7817
 AG7817.This Tidal Bench Mark is designated as VM 7393
 AG7817.by the Center for Operational Oceanographic Products and Services.
 AG7817
 AG7817.The geoid height was determined by GEOID03.
 AG7817
 AG7817.The dynamic height is computed by dividing the NAVD 88
 AG7817.geopotential number by the normal gravity value computed on the
 AG7817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7817.degrees latitude (g = 980.6199 gals.).
 AG7817
 AG7817.The modeled gravity was interpolated from observed gravity values.
 AG7817
 AG7817;                    North         East    Units  Estimated Accuracy
 AG7817;SPC FL W     -   281,260.      168,840.      MT  (+/- 180 meters Scaled)
 AG7817
 AG7817                          SUPERSEDED SURVEY CONTROL
 AG7817
 AG7817.No superseded survey control is available for this station.
 AG7817
 AG7817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK695729(NAD 83)
 AG7817_MARKER: DJ = TIDAL STATION DISK
 AG7817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7817_SP_SET: COPPER-CLAD STEEL ROD
 AG7817_STAMPING: 5691 F 1977
 AG7817_MARK LOGO: NOS   
 AG7817_PROJECTION: FLUSH
 AG7817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7817_ROD/PIPE-DEPTH: 9.75 meters
 AG7817
 AG7817  HISTORY     - Date     Condition        Report By
 AG7817  HISTORY     - 1977     MONUMENTED       NOS
 AG7817  HISTORY     - 1983     GOOD             FLDNR
 AG7817  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7817  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7817
 AG7817                          STATION DESCRIPTION
 AG7817
 AG7817'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7817'5.65 MI SE FROM ENGLEWOOD.
 AG7817'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7817'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7817'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7817'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 12 FEET
 AG7817'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF PANAMA BOULEVARD, 350
 AG7817'FEET EAST OF THE WEST END OF PANAMA BOULEVARD, AND 0.5 FOOT NORTH OF A
 AG7817'WITNESS POST.
 AG7817
 AG7817                          STATION RECOVERY (1990)
 AG7817
 AG7817'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7817'MARK NOT FOUND.
 AG7817
 AG7817                          STATION RECOVERY (1997)
 AG7817
 AG7817'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1630 ***********************************************************************
 AG1630  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1630  DESIGNATION -  872 5744 TIDAL 1
 AG1630  PID         -  AG1630
 AG1630  STATE/COUNTY-  FL/CHARLOTTE
 AG1630  USGS QUAD   -  PUNTA GORDA (1987)
 AG1630
 AG1630                         *CURRENT SURVEY CONTROL
 AG1630  ___________________________________________________________________
 AG1630* NAD 83(1986)-  26 55 45.     (N)    082 03 53.     (W)     SCALED    
 AG1630* NAVD 88     -         1.178  (meters)       3.86   (feet)  ADJUSTED  
 AG1630  ___________________________________________________________________
 AG1630  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AG1630  DYNAMIC HT  -           1.176 (meters)       3.86  (feet)  COMP
 AG1630  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AG1630
 AG1630  VERT ORDER  -  FIRST     CLASS I
 AG1630
 AG1630.The horizontal coordinates were scaled from a topographic map and have
 AG1630.an estimated accuracy of +/- 6 seconds.
 AG1630
 AG1630.The orthometric height was determined by differential leveling
 AG1630.and adjusted by the National Geodetic Survey in June 1991..
 AG1630
 AG1630.This Tidal Bench Mark is designated as VM 11150
 AG1630.by the Center for Operational Oceanographic Products and Services.
 AG1630
 AG1630.The geoid height was determined by GEOID03.
 AG1630
 AG1630.The dynamic height is computed by dividing the NAVD 88
 AG1630.geopotential number by the normal gravity value computed on the
 AG1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1630.degrees latitude (g = 980.6199 gals.).
 AG1630
 AG1630.The modeled gravity was interpolated from observed gravity values.
 AG1630
 AG1630;                    North         East    Units  Estimated Accuracy
 AG1630;SPC FL W     -   287,560.      193,570.      MT  (+/- 180 meters Scaled)
 AG1630
 AG1630                          SUPERSEDED SURVEY CONTROL
 AG1630
 AG1630  NGVD 29 (??/??/92)    1.52   (m)            5.0    (f) COMPUTED    1 1
 AG1630
 AG1630.Superseded values are not recommended for survey control.
 AG1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1630.See file dsdata.txt to determine how the superseded data were derived.
 AG1630
 AG1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83)
 AG1630_MARKER: DJ = TIDAL STATION DISK
 AG1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG1630_SP_SET: CONCRETE DOCK
 AG1630_STAMPING: B M 1 1955
 AG1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1630
 AG1630  HISTORY     - Date     Condition        Report By
 AG1630  HISTORY     - 1955     MONUMENTED       CGS
 AG1630  HISTORY     - 1966     GOOD             NGS
 AG1630  HISTORY     - 1974     GOOD             LOCENG
 AG1630  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1630  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 AG1630
 AG1630                          STATION DESCRIPTION
 AG1630
 AG1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1630'AT PUNTA GORDA.
 AG1630'AT PUNTA GORDA, ABOUT 0.2 MILE NORTHWEST ALONG TAYLOR STREET
 AG1630'FROM THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 AG1630'RETTA ESPLANADE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG MAUD
 AG1630'STREET, AT THE GULF OIL CORP.  DOCK AND BULK PLANT, SET IN THE
 AG1630'TOP AT THE NORTH CORNER OF THE CONCRETE BASE OF THE SOUTHWEST
 AG1630'BRICK PIER OF THE NO. 4 STORAGE TANK, 10.7 FEET NORTHEAST OF
 AG1630'THE SOUTHWEST EDGE OF THE CONCRETE DOCK AND ABOUT LEVEL WITH
 AG1630'THE DOCK.
 AG1630
 AG1630                          STATION RECOVERY (1974)
 AG1630
 AG1630'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG1630'RECOVERED IN GOOD CONDITION.
 AG1630
 AG1630                          STATION RECOVERY (1989)
 AG1630
 AG1630'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG1630'MARK NOT FOUND.
 AG1630
 AG1630                          STATION RECOVERY (1994)
 AG1630
 AG1630'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1631 ***********************************************************************
 AG1631  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1631  DESIGNATION -  872 5744 TIDAL 2
 AG1631  PID         -  AG1631
 AG1631  STATE/COUNTY-  FL/CHARLOTTE
 AG1631  USGS QUAD   -  PUNTA GORDA (1987)
 AG1631
 AG1631                         *CURRENT SURVEY CONTROL
 AG1631  ___________________________________________________________________
 AG1631* NAD 83(1986)-  26 55 45.     (N)    082 03 53.     (W)     SCALED    
 AG1631* NAVD 88     -         1.368  (meters)       4.49   (feet)  ADJUSTED  
 AG1631  ___________________________________________________________________
 AG1631  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AG1631  DYNAMIC HT  -           1.366 (meters)       4.48  (feet)  COMP
 AG1631  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AG1631
 AG1631  VERT ORDER  -  FIRST     CLASS I
 AG1631
 AG1631.The horizontal coordinates were scaled from a topographic map and have
 AG1631.an estimated accuracy of +/- 6 seconds.
 AG1631
 AG1631.The orthometric height was determined by differential leveling
 AG1631.and adjusted by the National Geodetic Survey in June 1991..
 AG1631
 AG1631.This Tidal Bench Mark is designated as VM 11151
 AG1631.by the Center for Operational Oceanographic Products and Services.
 AG1631
 AG1631.The geoid height was determined by GEOID03.
 AG1631
 AG1631.The dynamic height is computed by dividing the NAVD 88
 AG1631.geopotential number by the normal gravity value computed on the
 AG1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1631.degrees latitude (g = 980.6199 gals.).
 AG1631
 AG1631.The modeled gravity was interpolated from observed gravity values.
 AG1631
 AG1631;                    North         East    Units  Estimated Accuracy
 AG1631;SPC FL W     -   287,560.      193,570.      MT  (+/- 180 meters Scaled)
 AG1631
 AG1631                          SUPERSEDED SURVEY CONTROL
 AG1631
 AG1631  NGVD 29 (??/??/92)    1.71   (m)            5.6    (f) COMPUTED    1 1
 AG1631
 AG1631.Superseded values are not recommended for survey control.
 AG1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1631.See file dsdata.txt to determine how the superseded data were derived.
 AG1631
 AG1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83)
 AG1631_MARKER: DJ = TIDAL STATION DISK
 AG1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG1631_SP_SET: CURB
 AG1631_STAMPING: B M 2 1955
 AG1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1631
 AG1631  HISTORY     - Date     Condition        Report By
 AG1631  HISTORY     - 1955     MONUMENTED       CGS
 AG1631  HISTORY     - 1966     GOOD             NGS
 AG1631  HISTORY     - 1974     GOOD             LOCENG
 AG1631  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1631  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 AG1631  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1631
 AG1631                          STATION DESCRIPTION
 AG1631
 AG1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1631'AT PUNTA GORDA.
 AG1631'AT PUNTA GORDA, 0.2 MILE NORTHWEST ALONG TAYLOR STREET FROM
 AG1631'THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG RETTA
 AG1631'ESPLANADE, THENCE 0.1 MILE NORTHWEST ALONG MAUD STREET, AT THE
 AG1631'GULF OIL CORP.  BULK PLANT, SET IN THE TOP OF A 6-INCH CONCRETE
 AG1631'CURB AT THE WEST CORNER OF A BRICK GARAGE BUILDING, 72.0 FEET
 AG1631'SOUTHWEST OF THE CENTER LINE OF MAUD STREET, 59 1/2 FEET NORTHEAST
 AG1631'OF THE SOUTHWEST EDGE OF THE DOCK, AND ABOUT 3 INCHES ABOVE THE
 AG1631'LEVEL OF THE GROUND.
 AG1631
 AG1631                          STATION RECOVERY (1974)
 AG1631
 AG1631'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG1631'RECOVERED IN GOOD CONDITION.
 AG1631
 AG1631                          STATION RECOVERY (1989)
 AG1631
 AG1631'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG1631'MARK NOT FOUND.
 AG1631
 AG1631                          STATION RECOVERY (1994)
 AG1631
 AG1631'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1631'MARK NOT FOUND.
 AG1631
 AG1631                          STATION RECOVERY (2001)
 AG1631
 AG1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1631'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1632 ***********************************************************************
 AG1632  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1632  DESIGNATION -  872 5744 TIDAL 3
 AG1632  PID         -  AG1632
 AG1632  STATE/COUNTY-  FL/CHARLOTTE
 AG1632  USGS QUAD   -  PUNTA GORDA (1987)
 AG1632
 AG1632                         *CURRENT SURVEY CONTROL
 AG1632  ___________________________________________________________________
 AG1632* NAD 83(1986)-  26 55 44.     (N)    082 03 53.     (W)     SCALED    
 AG1632* NAVD 88     -         1.135  (meters)       3.72   (feet)  ADJUSTED  
 AG1632  ___________________________________________________________________
 AG1632  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AG1632  DYNAMIC HT  -           1.133 (meters)       3.72  (feet)  COMP
 AG1632  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AG1632
 AG1632  VERT ORDER  -  FIRST     CLASS I
 AG1632
 AG1632.The horizontal coordinates were scaled from a topographic map and have
 AG1632.an estimated accuracy of +/- 6 seconds.
 AG1632
 AG1632.The orthometric height was determined by differential leveling
 AG1632.and adjusted by the National Geodetic Survey in June 1991..
 AG1632
 AG1632.This Tidal Bench Mark is designated as VM 11152
 AG1632.by the Center for Operational Oceanographic Products and Services.
 AG1632
 AG1632.The geoid height was determined by GEOID03.
 AG1632
 AG1632.The dynamic height is computed by dividing the NAVD 88
 AG1632.geopotential number by the normal gravity value computed on the
 AG1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1632.degrees latitude (g = 980.6199 gals.).
 AG1632
 AG1632.The modeled gravity was interpolated from observed gravity values.
 AG1632
 AG1632;                    North         East    Units  Estimated Accuracy
 AG1632;SPC FL W     -   287,530.      193,570.      MT  (+/- 180 meters Scaled)
 AG1632
 AG1632                          SUPERSEDED SURVEY CONTROL
 AG1632
 AG1632  NGVD 29 (??/??/92)    1.48   (m)            4.9    (f) COMPUTED    1 1
 AG1632
 AG1632.Superseded values are not recommended for survey control.
 AG1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1632.See file dsdata.txt to determine how the superseded data were derived.
 AG1632
 AG1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83)
 AG1632_MARKER: DJ = TIDAL STATION DISK
 AG1632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG1632_SP_SET: CONCRETE SLAB
 AG1632_STAMPING: B M 3 1955
 AG1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1632
 AG1632  HISTORY     - Date     Condition        Report By
 AG1632  HISTORY     - 1955     MONUMENTED       CGS
 AG1632  HISTORY     - 1966     GOOD             NGS
 AG1632  HISTORY     - 1974     GOOD             LOCENG
 AG1632  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1632  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 AG1632  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1632
 AG1632                          STATION DESCRIPTION
 AG1632
 AG1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1632'AT PUNTA GORDA.
 AG1632'AT PUNTA GORDA, ABOUT 0.2 MILE NORTHWEST ALONG TAYLOR STREET
 AG1632'FROM THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 AG1632'RETTA ESPLANADE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG MAUD
 AG1632'STREET, AT THE GULF OIL CORP.  DOCK AND BULK PLANT, SET IN THE
 AG1632'TOP AT THE SOUTH CORNER OF A LARGE CONCRETE SLAB THAT IS BETWEEN
 AG1632'THE DOCK AND THE WAREHOUSE, 32 FEET SOUTH OF THE SOUTH CORNER
 AG1632'OF THE WAREHOUSE, 4.3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 AG1632'THE DOCK, 1.1 FEET NORTH OF THE WEST CORNER OF A CONCRETE BASE
 AG1632'OF A GAS PUMP AND ABOUT LEVEL WITH THE DOCK.
 AG1632
 AG1632                          STATION RECOVERY (1974)
 AG1632
 AG1632'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG1632'RECOVERED IN GOOD CONDITION.
 AG1632
 AG1632                          STATION RECOVERY (1989)
 AG1632
 AG1632'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG1632'MARK NOT FOUND.
 AG1632
 AG1632                          STATION RECOVERY (1994)
 AG1632
 AG1632'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1632'MARK NOT FOUND.
 AG1632
 AG1632                          STATION RECOVERY (2001)
 AG1632
 AG1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1632'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7830 ***********************************************************************
 AG7830  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7830  DESIGNATION -  872 5747 B TIDAL
 AG7830  PID         -  AG7830
 AG7830  STATE/COUNTY-  FL/CHARLOTTE
 AG7830  USGS QUAD   -  ENGLEWOOD (1987)
 AG7830
 AG7830                         *CURRENT SURVEY CONTROL
 AG7830  ___________________________________________________________________
 AG7830* NAD 83(1986)-  26 56 07.     (N)    082 21 07.     (W)     SCALED    
 AG7830* NAVD 88     -         0.896  (meters)       2.94   (feet)  ADJUSTED  
 AG7830  ___________________________________________________________________
 AG7830  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7830  DYNAMIC HT  -           0.895 (meters)       2.94  (feet)  COMP
 AG7830  MODELED GRAV-     979,119.9   (mgal)                       NAVD 88
 AG7830
 AG7830  VERT ORDER  -  SECOND    CLASS I
 AG7830
 AG7830.The horizontal coordinates were scaled from a topographic map and have
 AG7830.an estimated accuracy of +/- 6 seconds.
 AG7830
 AG7830.The orthometric height was determined by differential leveling
 AG7830.and adjusted by the National Geodetic Survey in June 1991..
 AG7830
 AG7830.This Tidal Bench Mark is designated as VM 6051
 AG7830.by the Center for Operational Oceanographic Products and Services.
 AG7830
 AG7830.The geoid height was determined by GEOID03.
 AG7830
 AG7830.The dynamic height is computed by dividing the NAVD 88
 AG7830.geopotential number by the normal gravity value computed on the
 AG7830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7830.degrees latitude (g = 980.6199 gals.).
 AG7830
 AG7830.The modeled gravity was interpolated from observed gravity values.
 AG7830
 AG7830;                    North         East    Units  Estimated Accuracy
 AG7830;SPC FL W     -   288,280.      165,050.      MT  (+/- 180 meters Scaled)
 AG7830
 AG7830                          SUPERSEDED SURVEY CONTROL
 AG7830
 AG7830.No superseded survey control is available for this station.
 AG7830
 AG7830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK657799(NAD 83)
 AG7830_MARKER: DD = SURVEY DISK
 AG7830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7830_SP_SET: CONCRETE BULKHEAD
 AG7830_STAMPING: 5747 B
 AG7830_MARK LOGO: FLDT  
 AG7830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7830+STABILITY: SURFACE MOTION
 AG7830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7830+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 AG7830
 AG7830  HISTORY     - Date     Condition        Report By
 AG7830  HISTORY     - UNK      MONUMENTED       FLDT
 AG7830  HISTORY     - 1983     GOOD             FLDNR
 AG7830  HISTORY     - 1990     GOOD             USPSQD
 AG7830  HISTORY     - 20050524 GOOD             MCKIM
 AG7830
 AG7830                          STATION DESCRIPTION
 AG7830
 AG7830'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7830'IN ENGLEWOOD.
 AG7830'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7830'THE INTRACOASTAL WATERWAY.  THE MARK IS SET IN THE BULKHEAD AT THE
 AG7830'NORTHEAST END OF THE BRIDGE, 20 FEET NORTHWEST OF THE NORTH CORNER OF
 AG7830'THE BRIDGE.
 AG7830'THE MARK IS 8 FT BELOW HIGHWAY.
 AG7830
 AG7830                          STATION RECOVERY (1990)
 AG7830
 AG7830'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7830'RECOVERED IN GOOD CONDITION.
 AG7830
 AG7830                          STATION RECOVERY (2005)
 AG7830
 AG7830'RECOVERY NOTE BY MCKIM AND CREED 2005 (TDT)
 AG7830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7832 ***********************************************************************
 AG7832  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7832  DESIGNATION -  872 5747 C TIDAL
 AG7832  PID         -  AG7832
 AG7832  STATE/COUNTY-  FL/CHARLOTTE
 AG7832  USGS QUAD   -  ENGLEWOOD (1987)
 AG7832
 AG7832                         *CURRENT SURVEY CONTROL
 AG7832  ___________________________________________________________________
 AG7832* NAD 83(1986)-  26 56 07.     (N)    082 21 07.     (W)     SCALED    
 AG7832* NAVD 88     -         3.573  (meters)      11.72   (feet)  ADJUSTED  
 AG7832  ___________________________________________________________________
 AG7832  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7832  DYNAMIC HT  -           3.568 (meters)      11.71  (feet)  COMP
 AG7832  MODELED GRAV-     979,119.9   (mgal)                       NAVD 88
 AG7832
 AG7832  VERT ORDER  -  SECOND    CLASS I
 AG7832
 AG7832.The horizontal coordinates were scaled from a topographic map and have
 AG7832.an estimated accuracy of +/- 6 seconds.
 AG7832
 AG7832.The orthometric height was determined by differential leveling
 AG7832.and adjusted by the National Geodetic Survey in June 1991..
 AG7832
 AG7832.This Tidal Bench Mark is designated as VM 6052
 AG7832.by the Center for Operational Oceanographic Products and Services.
 AG7832
 AG7832.The geoid height was determined by GEOID03.
 AG7832
 AG7832.The dynamic height is computed by dividing the NAVD 88
 AG7832.geopotential number by the normal gravity value computed on the
 AG7832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7832.degrees latitude (g = 980.6199 gals.).
 AG7832
 AG7832.The modeled gravity was interpolated from observed gravity values.
 AG7832
 AG7832;                    North         East    Units  Estimated Accuracy
 AG7832;SPC FL W     -   288,280.      165,050.      MT  (+/- 180 meters Scaled)
 AG7832
 AG7832                          SUPERSEDED SURVEY CONTROL
 AG7832
 AG7832.No superseded survey control is available for this station.
 AG7832
 AG7832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK657799(NAD 83)
 AG7832_MARKER: DD = SURVEY DISK
 AG7832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7832_SP_SET: BRIDGE CURBING
 AG7832_STAMPING: 5747 C
 AG7832_MARK LOGO: FLDT  
 AG7832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7832+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 AG7832
 AG7832  HISTORY     - Date     Condition        Report By
 AG7832  HISTORY     - UNK      MONUMENTED       FLDT
 AG7832  HISTORY     - 1983     GOOD             FLDNR
 AG7832  HISTORY     - 20050524 GOOD             MCKIM
 AG7832
 AG7832                          STATION DESCRIPTION
 AG7832
 AG7832'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7832'IN ENGLEWOOD.
 AG7832'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7832'THE INTRACOASTAL WATERWAY.  THE MARK IS SET IN THE BRIDGE CURB NEAR
 AG7832'THE NORTHWEST CORNER OF THE BRIDGE, 4 FEET SOUTHEAST OF THE CONCRETE
 AG7832'RAILING, 13.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 30
 AG7832'FEET SOUTH OF A CONCRETE POWER POLE.
 AG7832'THE MARK IS 1 FT ABOVE PAVEMENT.
 AG7832
 AG7832                          STATION RECOVERY (2005)
 AG7832
 AG7832'RECOVERY NOTE BY MCKIM AND CREED 2005 (TDT)
 AG7832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7834 ***********************************************************************
 AG7834  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7834  DESIGNATION -  872 5747 D TIDAL
 AG7834  PID         -  AG7834
 AG7834  STATE/COUNTY-  FL/CHARLOTTE
 AG7834  USGS QUAD   -  ENGLEWOOD (1987)
 AG7834
 AG7834                         *CURRENT SURVEY CONTROL
 AG7834  ___________________________________________________________________
 AG7834* NAD 83(1986)-  26 55 58.     (N)    082 21 14.     (W)     SCALED    
 AG7834* NAVD 88     -         3.495  (meters)      11.47   (feet)  ADJUSTED  
 AG7834  ___________________________________________________________________
 AG7834  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7834  DYNAMIC HT  -           3.490 (meters)      11.45  (feet)  COMP
 AG7834  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 AG7834
 AG7834  VERT ORDER  -  SECOND    CLASS I
 AG7834
 AG7834.The horizontal coordinates were scaled from a topographic map and have
 AG7834.an estimated accuracy of +/- 6 seconds.
 AG7834
 AG7834.The orthometric height was determined by differential leveling
 AG7834.and adjusted by the National Geodetic Survey in June 1991..
 AG7834
 AG7834.This Tidal Bench Mark is designated as VM 6053
 AG7834.by the Center for Operational Oceanographic Products and Services.
 AG7834
 AG7834.The geoid height was determined by GEOID03.
 AG7834
 AG7834.The dynamic height is computed by dividing the NAVD 88
 AG7834.geopotential number by the normal gravity value computed on the
 AG7834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7834.degrees latitude (g = 980.6199 gals.).
 AG7834
 AG7834.The modeled gravity was interpolated from observed gravity values.
 AG7834
 AG7834;                    North         East    Units  Estimated Accuracy
 AG7834;SPC FL W     -   288,010.      164,860.      MT  (+/- 180 meters Scaled)
 AG7834
 AG7834                          SUPERSEDED SURVEY CONTROL
 AG7834
 AG7834.No superseded survey control is available for this station.
 AG7834
 AG7834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK655797(NAD 83)
 AG7834_MARKER: DD = SURVEY DISK
 AG7834_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7834_SP_SET: CONCRETE BRIDGE CURB
 AG7834_STAMPING: 5747 D
 AG7834_MARK LOGO: FLDT  
 AG7834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7834
 AG7834  HISTORY     - Date     Condition        Report By
 AG7834  HISTORY     - UNK      MONUMENTED       FLDT
 AG7834  HISTORY     - 1983     GOOD             FLDNR
 AG7834  HISTORY     - 1990     GOOD             USPSQD
 AG7834
 AG7834                          STATION DESCRIPTION
 AG7834
 AG7834'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7834'IN ENGLEWOOD.
 AG7834'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7834'THE INTRACOASTAL WATERWAY.  THE MARK BEARS 10 FEET NORTH OF THE SOUTH
 AG7834'CORNER OF THE BRIDGE AND 4 FEET NORTHWEST OF THE CONCRETE RAILING.
 AG7834'THE MARK IS 1 FT ABOVE PAVEMENT.
 AG7834
 AG7834                          STATION RECOVERY (1990)
 AG7834
 AG7834'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7835 ***********************************************************************
 AG7835  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7835  DESIGNATION -  872 5747 TIDAL 1
 AG7835  PID         -  AG7835
 AG7835  STATE/COUNTY-  FL/CHARLOTTE
 AG7835  USGS QUAD   -  ENGLEWOOD (1987)
 AG7835
 AG7835                         *CURRENT SURVEY CONTROL
 AG7835  ___________________________________________________________________
 AG7835* NAD 83(1986)-  26 55 58.     (N)    082 21 14.     (W)     SCALED    
 AG7835* NAVD 88     -         1.223  (meters)       4.01   (feet)  ADJUSTED  
 AG7835  ___________________________________________________________________
 AG7835  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7835  DYNAMIC HT  -           1.221 (meters)       4.01  (feet)  COMP
 AG7835  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 AG7835
 AG7835  VERT ORDER  -  SECOND    CLASS I
 AG7835
 AG7835.The horizontal coordinates were scaled from a topographic map and have
 AG7835.an estimated accuracy of +/- 6 seconds.
 AG7835
 AG7835.The orthometric height was determined by differential leveling
 AG7835.and adjusted by the National Geodetic Survey in June 1991..
 AG7835
 AG7835.This Tidal Bench Mark is designated as VM 6048
 AG7835.by the Center for Operational Oceanographic Products and Services.
 AG7835
 AG7835.The geoid height was determined by GEOID03.
 AG7835
 AG7835.The dynamic height is computed by dividing the NAVD 88
 AG7835.geopotential number by the normal gravity value computed on the
 AG7835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7835.degrees latitude (g = 980.6199 gals.).
 AG7835
 AG7835.The modeled gravity was interpolated from observed gravity values.
 AG7835
 AG7835;                    North         East    Units  Estimated Accuracy
 AG7835;SPC FL W     -   288,010.      164,860.      MT  (+/- 180 meters Scaled)
 AG7835
 AG7835                          SUPERSEDED SURVEY CONTROL
 AG7835
 AG7835.No superseded survey control is available for this station.
 AG7835
 AG7835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK655797(NAD 83)
 AG7835_MARKER: DJ = TIDAL STATION DISK
 AG7835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7835_SP_SET: CULVERT HEADWALL
 AG7835_STAMPING: 1 1973
 AG7835_MARK LOGO: NOS   
 AG7835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7835+STABILITY: SURFACE MOTION
 AG7835
 AG7835  HISTORY     - Date     Condition        Report By
 AG7835  HISTORY     - 1973     MONUMENTED       NOS
 AG7835  HISTORY     - 1983     GOOD             FLDNR
 AG7835  HISTORY     - 1990     GOOD             USPSQD
 AG7835  HISTORY     - 19970514 GOOD             USPSQD
 AG7835  HISTORY     - 20011128 GOOD             USPSQD
 AG7835
 AG7835                          STATION DESCRIPTION
 AG7835
 AG7835'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7835'IN ENGLEWOOD.
 AG7835'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7835'THE INTRACOASTAL WATERWAY.  THE MARK BEARS 195 FEET SOUTH OF THE SOUTH
 AG7835'CORNER OF THE BRIDGE, 18 FEET SOUTH OF THE SOUTHWEST END OF THE BRIDGE
 AG7835'BULKHEAD, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 10 FEET
 AG7835'SOUTHEAST OF A MANHOLE COVER, AND 10 FEET SOUTH-SOUTHEAST OF THE
 AG7835'MONUMENT FOR THE TOM ADAMS BRIDGE.
 AG7835'THE MARK IS 1 FT BELOW CENTERLINE OF ROAD.
 AG7835
 AG7835                          STATION RECOVERY (1990)
 AG7835
 AG7835'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7835'RECOVERED IN GOOD CONDITION.
 AG7835
 AG7835                          STATION RECOVERY (1997)
 AG7835
 AG7835'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7835'RECOVERED IN GOOD CONDITION.
 AG7835
 AG7835                          STATION RECOVERY (2001)
 AG7835
 AG7835'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7835'ELIMINATE WORDING '18 FT SOUTH OF SW END OF BRIDGE BULKHEAD.' IT IS
 AG7835'MISLEADING
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7831 ***********************************************************************
 AG7831  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7831  DESIGNATION -  872 5747 TIDAL 6
 AG7831  PID         -  AG7831
 AG7831  STATE/COUNTY-  FL/CHARLOTTE
 AG7831  USGS QUAD   -  ENGLEWOOD (1987)
 AG7831
 AG7831                         *CURRENT SURVEY CONTROL
 AG7831  ___________________________________________________________________
 AG7831* NAD 83(1986)-  26 56 07.     (N)    082 21 07.     (W)     SCALED    
 AG7831* NAVD 88     -         1.761  (meters)       5.78   (feet)  ADJUSTED  
 AG7831  ___________________________________________________________________
 AG7831  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7831  DYNAMIC HT  -           1.758 (meters)       5.77  (feet)  COMP
 AG7831  MODELED GRAV-     979,119.9   (mgal)                       NAVD 88
 AG7831
 AG7831  VERT ORDER  -  SECOND    CLASS I
 AG7831
 AG7831.The horizontal coordinates were scaled from a topographic map and have
 AG7831.an estimated accuracy of +/- 6 seconds.
 AG7831
 AG7831.The orthometric height was determined by differential leveling
 AG7831.and adjusted by the National Geodetic Survey in June 1991..
 AG7831
 AG7831.This Tidal Bench Mark is designated as VM 6049
 AG7831.by the Center for Operational Oceanographic Products and Services.
 AG7831
 AG7831.The geoid height was determined by GEOID03.
 AG7831
 AG7831.The dynamic height is computed by dividing the NAVD 88
 AG7831.geopotential number by the normal gravity value computed on the
 AG7831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7831.degrees latitude (g = 980.6199 gals.).
 AG7831
 AG7831.The modeled gravity was interpolated from observed gravity values.
 AG7831
 AG7831;                    North         East    Units  Estimated Accuracy
 AG7831;SPC FL W     -   288,280.      165,050.      MT  (+/- 180 meters Scaled)
 AG7831
 AG7831                          SUPERSEDED SURVEY CONTROL
 AG7831
 AG7831.No superseded survey control is available for this station.
 AG7831
 AG7831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK657799(NAD 83)
 AG7831_MARKER: DJ = TIDAL STATION DISK
 AG7831_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7831_SP_SET: COPPER-CLAD STEEL ROD
 AG7831_STAMPING: NO 6 1976
 AG7831_MARK LOGO: NOS   
 AG7831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7831
 AG7831  HISTORY     - Date     Condition        Report By
 AG7831  HISTORY     - 1976     MONUMENTED       NOS
 AG7831  HISTORY     - 1983     GOOD             FLDNR
 AG7831  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7831  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7831  HISTORY     - 20011128 POOR             USPSQD
 AG7831
 AG7831                          STATION DESCRIPTION
 AG7831
 AG7831'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7831'IN ENGLEWOOD.
 AG7831'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7831'THE INTRACOASTAL WATERWAY.  THE MARK IS NEAR THE NORTHEAST END OF THE
 AG7831'BRIDGE, 1.8 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE MONUMENT FOR
 AG7831'THE TOM ADAMS BRIDGE, 26 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AG7831'35.5 FEET NORTH OF POWER POLE 1398, AND IS SET ATOP A COPPER-COATED
 AG7831'STEEL ROD DRIVEN TO REFUSAL WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 AG7831
 AG7831                          STATION RECOVERY (1990)
 AG7831
 AG7831'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7831'MARK NOT FOUND.
 AG7831
 AG7831                          STATION RECOVERY (1997)
 AG7831
 AG7831'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7831'MARK NOT FOUND.
 AG7831
 AG7831                          STATION RECOVERY (2001)
 AG7831
 AG7831'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7831'SHARP TIP TO THE EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7829 ***********************************************************************
 AG7829  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7829  DESIGNATION -  872 5747 TIDAL 7
 AG7829  PID         -  AG7829
 AG7829  STATE/COUNTY-  FL/CHARLOTTE
 AG7829  USGS QUAD   -  ENGLEWOOD (1987)
 AG7829
 AG7829                         *CURRENT SURVEY CONTROL
 AG7829  ___________________________________________________________________
 AG7829* NAD 83(1986)-  26 56 14.     (N)    082 21 02.     (W)     SCALED    
 AG7829* NAVD 88     -         0.204  (meters)       0.67   (feet)  ADJUSTED  
 AG7829  ___________________________________________________________________
 AG7829  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7829  DYNAMIC HT  -           0.204 (meters)       0.67  (feet)  COMP
 AG7829  MODELED GRAV-     979,120.1   (mgal)                       NAVD 88
 AG7829
 AG7829  VERT ORDER  -  SECOND    CLASS I
 AG7829
 AG7829.The horizontal coordinates were scaled from a topographic map and have
 AG7829.an estimated accuracy of +/- 6 seconds.
 AG7829
 AG7829.The orthometric height was determined by differential leveling
 AG7829.and adjusted by the National Geodetic Survey in June 1991..
 AG7829
 AG7829.This Tidal Bench Mark is designated as VM 6050
 AG7829.by the Center for Operational Oceanographic Products and Services.
 AG7829
 AG7829.The geoid height was determined by GEOID03.
 AG7829
 AG7829.The dynamic height is computed by dividing the NAVD 88
 AG7829.geopotential number by the normal gravity value computed on the
 AG7829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7829.degrees latitude (g = 980.6199 gals.).
 AG7829
 AG7829.The modeled gravity was interpolated from observed gravity values.
 AG7829
 AG7829;                    North         East    Units  Estimated Accuracy
 AG7829;SPC FL W     -   288,500.      165,190.      MT  (+/- 180 meters Scaled)
 AG7829
 AG7829                          SUPERSEDED SURVEY CONTROL
 AG7829
 AG7829.No superseded survey control is available for this station.
 AG7829
 AG7829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK659801(NAD 83)
 AG7829_MARKER: DJ = TIDAL STATION DISK
 AG7829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7829_SP_SET: COPPER-CLAD STEEL ROD
 AG7829_STAMPING: NO 7 1976
 AG7829_MARK LOGO: NOS   
 AG7829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7829
 AG7829  HISTORY     - Date     Condition        Report By
 AG7829  HISTORY     - 1976     MONUMENTED       NOS
 AG7829  HISTORY     - 1983     GOOD             FLDNR
 AG7829  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7829  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7829  HISTORY     - 20011128 MARK NOT FOUND   USPSQD
 AG7829
 AG7829                          STATION DESCRIPTION
 AG7829
 AG7829'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7829'IN ENGLEWOOD.
 AG7829'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7829'THE INTRACOASTAL WATERWAY.  THE MARK IS 0.1 MILE NORTH-NORTHEAST ALONG
 AG7829'STATE ROAD 776 FROM THE BRIDGE, 28.7 FEET WEST-NORTHWEST OF THE
 AG7829'CENTERLINE OF THE ROAD, 1.3 FEET EAST OF A CONCRETE POWER POLE
 AG7829'5-2739-1029-08, AND IS SET ATOP A COPPER-COATED STEEL ROD DRIVEN TO
 AG7829'REFUSAL AND PROJECTS 2-INCHES ABOVE THE GROUND.  THE MARK IS 1.5 FEET
 AG7829'EAST-SOUTHEAST OF A WITNESS POST.
 AG7829'THE MARK IS 2 FT BELOW HIGHWAY.
 AG7829
 AG7829                          STATION RECOVERY (1990)
 AG7829
 AG7829'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7829'MARK NOT FOUND.
 AG7829
 AG7829                          STATION RECOVERY (1997)
 AG7829
 AG7829'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7829'MARK NOT FOUND.
 AG7829
 AG7829                          STATION RECOVERY (2001)
 AG7829
 AG7829'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7829'AREA NOW FILLED FOR PARKING LOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7765 ***********************************************************************
 AG7765  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7765  DESIGNATION -  872 5769 A TIDAL
 AG7765  PID         -  AG7765
 AG7765  STATE/COUNTY-  FL/CHARLOTTE
 AG7765  USGS QUAD   -  EL JOBEAN (1987)
 AG7765
 AG7765                         *CURRENT SURVEY CONTROL
 AG7765  ___________________________________________________________________
 AG7765* NAD 83(1986)-  26 57 41.     (N)    082 12 46.     (W)     SCALED    
 AG7765* NAVD 88     -         0.886  (meters)       2.91   (feet)  ADJUSTED  
 AG7765  ___________________________________________________________________
 AG7765  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG7765  DYNAMIC HT  -           0.885 (meters)       2.90  (feet)  COMP
 AG7765  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AG7765
 AG7765  VERT ORDER  -  SECOND    CLASS I
 AG7765
 AG7765.The horizontal coordinates were scaled from a topographic map and have
 AG7765.an estimated accuracy of +/- 6 seconds.
 AG7765
 AG7765.The orthometric height was determined by differential leveling
 AG7765.and adjusted by the National Geodetic Survey in June 1991..
 AG7765
 AG7765.This Tidal Bench Mark is designated as VM 6054
 AG7765.by the Center for Operational Oceanographic Products and Services.
 AG7765
 AG7765.The geoid height was determined by GEOID03.
 AG7765
 AG7765.The dynamic height is computed by dividing the NAVD 88
 AG7765.geopotential number by the normal gravity value computed on the
 AG7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7765.degrees latitude (g = 980.6199 gals.).
 AG7765
 AG7765.The modeled gravity was interpolated from observed gravity values.
 AG7765
 AG7765;                    North         East    Units  Estimated Accuracy
 AG7765;SPC FL W     -   291,140.      178,880.      MT  (+/- 180 meters Scaled)
 AG7765
 AG7765                          SUPERSEDED SURVEY CONTROL
 AG7765
 AG7765.No superseded survey control is available for this station.
 AG7765
 AG7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK796827(NAD 83)
 AG7765_MARKER: DJ = TIDAL STATION DISK
 AG7765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7765_SP_SET: CONCRETE SEAWALL
 AG7765_STAMPING: 5769 A 1977
 AG7765_MARK LOGO: NOS   
 AG7765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7765+STABILITY: SURFACE MOTION
 AG7765
 AG7765  HISTORY     - Date     Condition        Report By
 AG7765  HISTORY     - 1977     MONUMENTED       NOS
 AG7765  HISTORY     - 1983     GOOD             FLDNR
 AG7765  HISTORY     - 1990     GOOD             USPSQD
 AG7765  HISTORY     - 19970213 GOOD             USPSQD
 AG7765
 AG7765                          STATION DESCRIPTION
 AG7765
 AG7765'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7765'IN EL JOBEAN.
 AG7765'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7765'THE MARK IS SET IN THE TOP OF THE SEAWALL AT THE NORTH END OF THE
 AG7765'BRIDGE, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AG7765'SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7765
 AG7765                          STATION RECOVERY (1990)
 AG7765
 AG7765'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7765'RECOVERED IN GOOD CONDITION.
 AG7765
 AG7765                          STATION RECOVERY (1997)
 AG7765
 AG7765'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7766 ***********************************************************************
 AG7766  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7766  DESIGNATION -  872 5769 B TIDAL
 AG7766  PID         -  AG7766
 AG7766  STATE/COUNTY-  FL/CHARLOTTE
 AG7766  USGS QUAD   -  EL JOBEAN (1987)
 AG7766
 AG7766                         *CURRENT SURVEY CONTROL
 AG7766  ___________________________________________________________________
 AG7766* NAD 83(1986)-  26 57 41.     (N)    082 12 46.     (W)     SCALED    
 AG7766* NAVD 88     -         0.896  (meters)       2.94   (feet)  ADJUSTED  
 AG7766  ___________________________________________________________________
 AG7766  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG7766  DYNAMIC HT  -           0.894 (meters)       2.93  (feet)  COMP
 AG7766  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AG7766
 AG7766  VERT ORDER  -  SECOND    CLASS I
 AG7766
 AG7766.The horizontal coordinates were scaled from a topographic map and have
 AG7766.an estimated accuracy of +/- 6 seconds.
 AG7766
 AG7766.The orthometric height was determined by differential leveling
 AG7766.and adjusted by the National Geodetic Survey in June 1991..
 AG7766
 AG7766.This Tidal Bench Mark is designated as VM 6055
 AG7766.by the Center for Operational Oceanographic Products and Services.
 AG7766
 AG7766.The geoid height was determined by GEOID03.
 AG7766
 AG7766.The dynamic height is computed by dividing the NAVD 88
 AG7766.geopotential number by the normal gravity value computed on the
 AG7766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7766.degrees latitude (g = 980.6199 gals.).
 AG7766
 AG7766.The modeled gravity was interpolated from observed gravity values.
 AG7766
 AG7766;                    North         East    Units  Estimated Accuracy
 AG7766;SPC FL W     -   291,140.      178,880.      MT  (+/- 180 meters Scaled)
 AG7766
 AG7766                          SUPERSEDED SURVEY CONTROL
 AG7766
 AG7766.No superseded survey control is available for this station.
 AG7766
 AG7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK796827(NAD 83)
 AG7766_MARKER: DJ = TIDAL STATION DISK
 AG7766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7766_SP_SET: CONCRETE SEAWALL
 AG7766_STAMPING: 5769 B 1977
 AG7766_MARK LOGO: NOS   
 AG7766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7766+STABILITY: SURFACE MOTION
 AG7766
 AG7766  HISTORY     - Date     Condition        Report By
 AG7766  HISTORY     - 1977     MONUMENTED       NOS
 AG7766  HISTORY     - 1983     GOOD             FLDNR
 AG7766  HISTORY     - 1990     GOOD             USPSQD
 AG7766  HISTORY     - 19970213 GOOD             USPSQD
 AG7766
 AG7766                          STATION DESCRIPTION
 AG7766
 AG7766'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7766'IN EL JOBEAN.
 AG7766'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7766'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE NORTH END OF THE
 AG7766'BRIDGE, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 149.5 FEET
 AG7766'SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7766
 AG7766                          STATION RECOVERY (1990)
 AG7766
 AG7766'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7766'RECOVERED IN GOOD CONDITION.
 AG7766
 AG7766                          STATION RECOVERY (1997)
 AG7766
 AG7766'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7767 ***********************************************************************
 AG7767  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7767  DESIGNATION -  872 5769 C TIDAL
 AG7767  PID         -  AG7767
 AG7767  STATE/COUNTY-  FL/CHARLOTTE
 AG7767  USGS QUAD   -  EL JOBEAN (1987)
 AG7767
 AG7767                         *CURRENT SURVEY CONTROL
 AG7767  ___________________________________________________________________
 AG7767* NAD 83(1986)-  26 57 41.     (N)    082 12 46.     (W)     SCALED    
 AG7767* NAVD 88     -         0.885  (meters)       2.90   (feet)  ADJUSTED  
 AG7767  ___________________________________________________________________
 AG7767  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG7767  DYNAMIC HT  -           0.884 (meters)       2.90  (feet)  COMP
 AG7767  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AG7767
 AG7767  VERT ORDER  -  SECOND    CLASS I
 AG7767
 AG7767.The horizontal coordinates were scaled from a topographic map and have
 AG7767.an estimated accuracy of +/- 6 seconds.
 AG7767
 AG7767.The orthometric height was determined by differential leveling
 AG7767.and adjusted by the National Geodetic Survey in June 1991..
 AG7767
 AG7767.This Tidal Bench Mark is designated as VM 6056
 AG7767.by the Center for Operational Oceanographic Products and Services.
 AG7767
 AG7767.The geoid height was determined by GEOID03.
 AG7767
 AG7767.The dynamic height is computed by dividing the NAVD 88
 AG7767.geopotential number by the normal gravity value computed on the
 AG7767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7767.degrees latitude (g = 980.6199 gals.).
 AG7767
 AG7767.The modeled gravity was interpolated from observed gravity values.
 AG7767
 AG7767;                    North         East    Units  Estimated Accuracy
 AG7767;SPC FL W     -   291,140.      178,880.      MT  (+/- 180 meters Scaled)
 AG7767
 AG7767                          SUPERSEDED SURVEY CONTROL
 AG7767
 AG7767.No superseded survey control is available for this station.
 AG7767
 AG7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK796827(NAD 83)
 AG7767_MARKER: DJ = TIDAL STATION DISK
 AG7767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7767_SP_SET: CONCRETE SEAWALL
 AG7767_STAMPING: 5769 C 1977
 AG7767_MARK LOGO: NOS   
 AG7767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7767+STABILITY: SURFACE MOTION
 AG7767
 AG7767  HISTORY     - Date     Condition        Report By
 AG7767  HISTORY     - 1977     MONUMENTED       NOS
 AG7767  HISTORY     - 1983     GOOD             FLDNR
 AG7767  HISTORY     - 1990     GOOD             USPSQD
 AG7767  HISTORY     - 19970213 GOOD             USPSQD
 AG7767
 AG7767                          STATION DESCRIPTION
 AG7767
 AG7767'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7767'IN EL JOBEAN.
 AG7767'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7767'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE NORTH END OF THE
 AG7767'BRIDGE, 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 175 FEET
 AG7767'NORTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE, AND 341.5 FEET SOUTH
 AG7767'OF THE NORTH END OF THE SEAWALL.
 AG7767
 AG7767                          STATION RECOVERY (1990)
 AG7767
 AG7767'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7767'RECOVERED IN GOOD CONDITION.
 AG7767
 AG7767                          STATION RECOVERY (1997)
 AG7767
 AG7767'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7769 ***********************************************************************
 AG7769  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7769  DESIGNATION -  872 5769 D TIDAL
 AG7769  PID         -  AG7769
 AG7769  STATE/COUNTY-  FL/CHARLOTTE
 AG7769  USGS QUAD   -  EL JOBEAN (1987)
 AG7769
 AG7769                         *CURRENT SURVEY CONTROL
 AG7769  ___________________________________________________________________
 AG7769* NAD 83(1986)-  26 57 41.     (N)    082 12 46.     (W)     SCALED    
 AG7769* NAVD 88     -         5.311  (meters)      17.42   (feet)  ADJUSTED  
 AG7769  ___________________________________________________________________
 AG7769  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG7769  DYNAMIC HT  -           5.303 (meters)      17.40  (feet)  COMP
 AG7769  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AG7769
 AG7769  VERT ORDER  -  SECOND    CLASS I
 AG7769
 AG7769.The horizontal coordinates were scaled from a topographic map and have
 AG7769.an estimated accuracy of +/- 6 seconds.
 AG7769
 AG7769.The orthometric height was determined by differential leveling
 AG7769.and adjusted by the National Geodetic Survey in June 1991..
 AG7769
 AG7769.This Tidal Bench Mark is designated as VM 6057
 AG7769.by the Center for Operational Oceanographic Products and Services.
 AG7769
 AG7769.The geoid height was determined by GEOID03.
 AG7769
 AG7769.The dynamic height is computed by dividing the NAVD 88
 AG7769.geopotential number by the normal gravity value computed on the
 AG7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7769.degrees latitude (g = 980.6199 gals.).
 AG7769
 AG7769.The modeled gravity was interpolated from observed gravity values.
 AG7769
 AG7769;                    North         East    Units  Estimated Accuracy
 AG7769;SPC FL W     -   291,140.      178,880.      MT  (+/- 180 meters Scaled)
 AG7769
 AG7769                          SUPERSEDED SURVEY CONTROL
 AG7769
 AG7769.No superseded survey control is available for this station.
 AG7769
 AG7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK796827(NAD 83)
 AG7769_MARKER: DD = SURVEY DISK
 AG7769_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7769_SP_SET: CONCRETE BRIDGE RAIL
 AG7769_STAMPING: 5769 D
 AG7769_MARK LOGO: FLDT  
 AG7769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7769
 AG7769  HISTORY     - Date     Condition        Report By
 AG7769  HISTORY     - UNK      MONUMENTED       FLDT
 AG7769  HISTORY     - 1983     GOOD             FLDNR
 AG7769  HISTORY     - 1990     GOOD             USPSQD
 AG7769
 AG7769                          STATION DESCRIPTION
 AG7769
 AG7769'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7769'IN EL JOBEAN.
 AG7769'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7769'THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL AT THE NORTHWEST CORNER
 AG7769'OF THE BRIDGE, 19 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 AG7769'THE MARK IS 3 FT ABOVE PAVEMENT.
 AG7769
 AG7769                          STATION RECOVERY (1990)
 AG7769
 AG7769'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1725 ***********************************************************************
 AG1725  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1725  DESIGNATION -  872 5769 TIDAL 1
 AG1725  PID         -  AG1725
 AG1725  STATE/COUNTY-  FL/CHARLOTTE
 AG1725  USGS QUAD   -  EL JOBEAN (1987)
 AG1725
 AG1725                         *CURRENT SURVEY CONTROL
 AG1725  ___________________________________________________________________
 AG1725* NAD 83(1986)-  26 57 46.     (N)    082 12 44.     (W)     SCALED    
 AG1725* NAVD 88     -         0.704  (meters)       2.31   (feet)  ADJUSTED  
 AG1725  ___________________________________________________________________
 AG1725  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG1725  DYNAMIC HT  -           0.703 (meters)       2.31  (feet)  COMP
 AG1725  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 AG1725
 AG1725  VERT ORDER  -  FIRST     CLASS I
 AG1725
 AG1725.The horizontal coordinates were scaled from a topographic map and have
 AG1725.an estimated accuracy of +/- 6 seconds.
 AG1725
 AG1725.The orthometric height was determined by differential leveling
 AG1725.and adjusted by the National Geodetic Survey in June 1991..
 AG1725
 AG1725.This Tidal Bench Mark is designated as VM 17163
 AG1725.by the Center for Operational Oceanographic Products and Services.
 AG1725
 AG1725.The geoid height was determined by GEOID03.
 AG1725
 AG1725.The dynamic height is computed by dividing the NAVD 88
 AG1725.geopotential number by the normal gravity value computed on the
 AG1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1725.degrees latitude (g = 980.6199 gals.).
 AG1725
 AG1725.The modeled gravity was interpolated from observed gravity values.
 AG1725
 AG1725;                    North         East    Units  Estimated Accuracy
 AG1725;SPC FL W     -   291,300.      178,930.      MT  (+/- 180 meters Scaled)
 AG1725
 AG1725                          SUPERSEDED SURVEY CONTROL
 AG1725
 AG1725  NGVD 29 (??/??/92)    1.04   (m)            3.4    (f) COMPUTED    1 1
 AG1725
 AG1725.Superseded values are not recommended for survey control.
 AG1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1725.See file dsdata.txt to determine how the superseded data were derived.
 AG1725
 AG1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK796828(NAD 83)
 AG1725_MARKER: DJ = TIDAL STATION DISK
 AG1725_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG1725_SP_SET: CONCRETE WALL
 AG1725_STAMPING: B.M. 1 1959
 AG1725_MARK LOGO: CGS   
 AG1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1725+STABILITY: SURFACE MOTION
 AG1725
 AG1725  HISTORY     - Date     Condition        Report By
 AG1725  HISTORY     - 1959     MONUMENTED       CGS
 AG1725  HISTORY     - 1966     GOOD             NGS
 AG1725  HISTORY     - 1983     GOOD             FLDNR
 AG1725  HISTORY     - 19970212 GOOD             USPSQD
 AG1725
 AG1725                          STATION DESCRIPTION
 AG1725
 AG1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1725'AT EL JOBEAN.
 AG1725'AT EL JOBEAN, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 771
 AG1725'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER,
 AG1725'DIRECTLY ACROSS THE HIGHWAY AND THE SEABOARD AIR LINE RAILROAD
 AG1725'FROM THE LAZY R FISHING CAMP, AT THE NORTH ONE OF TWO ABANDONED
 AG1725'CONCRETE FISH HOUSES, 56.0 FEET WEST OF THE WEST RAIL, SET
 AG1725'VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE
 AG1725'CONCRETE FOUNDATION OF THE FISH HOUSE, AND ABOUT 1 FOOT ABOVE
 AG1725'THE LEVEL OF THE GROUND.
 AG1725
 AG1725                          STATION RECOVERY (1983)
 AG1725
 AG1725'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1725'RECOVERED IN GOOD CONDITION EXCEPT THE SITE OF THE FISH CAMP IS NOW A
 AG1725'CONDOMINIUM, THE OTHER ABANDONED FISH HOUSE IS NOW RUBBLE, AND THE
 AG1725'RAILROAD IS NOW ABANDONED.  THE MARK IS NOT EASILY ACCESSIBLE AS THE
 AG1725'OLD BUILDING IS SURROUNDED BY MANGROVES AND OTHER DENSE VEGETATION.
 AG1725
 AG1725                          STATION RECOVERY (1997)
 AG1725
 AG1725'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1724 ***********************************************************************
 AG1724  DESIGNATION -  872 5769 TIDAL 2
 AG1724  PID         -  AG1724
 AG1724  STATE/COUNTY-  FL/CHARLOTTE
 AG1724  USGS QUAD   -  EL JOBEAN (1987)
 AG1724
 AG1724                         *CURRENT SURVEY CONTROL
 AG1724  ___________________________________________________________________
 AG1724* NAD 83(1986)-  26 57 45.     (N)    082 12 44.     (W)     SCALED    
 AG1724* NAVD 88     -         0.777  (meters)       2.55   (feet)  ADJUSTED  
 AG1724  ___________________________________________________________________
 AG1724  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG1724  DYNAMIC HT  -           0.776 (meters)       2.55  (feet)  COMP
 AG1724  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 AG1724
 AG1724  VERT ORDER  -  FIRST     CLASS I
 AG1724
 AG1724.The horizontal coordinates were scaled from a topographic map and have
 AG1724.an estimated accuracy of +/- 6 seconds.
 AG1724
 AG1724.The orthometric height was determined by differential leveling
 AG1724.and adjusted by the National Geodetic Survey in June 1991..
 AG1724
 AG1724.The geoid height was determined by GEOID03.
 AG1724
 AG1724.The dynamic height is computed by dividing the NAVD 88
 AG1724.geopotential number by the normal gravity value computed on the
 AG1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1724.degrees latitude (g = 980.6199 gals.).
 AG1724
 AG1724.The modeled gravity was interpolated from observed gravity values.
 AG1724
 AG1724;                    North         East    Units  Estimated Accuracy
 AG1724;SPC FL W     -   291,270.      178,930.      MT  (+/- 180 meters Scaled)
 AG1724
 AG1724                          SUPERSEDED SURVEY CONTROL
 AG1724
 AG1724  NGVD 29 (??/??/92)    1.12   (m)            3.7    (f) COMPUTED    1 1
 AG1724
 AG1724.Superseded values are not recommended for survey control.
 AG1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1724.See file dsdata.txt to determine how the superseded data were derived.
 AG1724
 AG1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK796828(NAD 83)
 AG1724_MARKER: DJ = TIDAL STATION DISK
 AG1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG1724_SP_SET: CONCRETE FOUNDATION
 AG1724_STAMPING: B M 2 1959
 AG1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1724
 AG1724  HISTORY     - Date     Condition        Report By
 AG1724  HISTORY     - 1959     MONUMENTED       CGS
 AG1724  HISTORY     - 1966     GOOD             NGS
 AG1724  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 AG1724
 AG1724                          STATION DESCRIPTION
 AG1724
 AG1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1724'AT EL JOBEAN.
 AG1724'AT EL JOBEAN, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 771
 AG1724'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER,
 AG1724'DIRECTLY ACROSS THE HIGHWAY AND THE SEABOARD AIR LINE RAILROAD
 AG1724'FROM THE LAZY R FISHING CAMP, AT THE SOUTH ONE OF TWO ABANDONED
 AG1724'CONCRETE FISH HOUSES, 28.3 FEET WEST OF THE WEST RAIL OF THE
 AG1724'TRACK, 96.0 FEET SOUTH OF TIDAL BENCH MARK 1 DESCRIBED, SET
 AG1724'VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE
 AG1724'CONCRETE FOUNDATION OF THE FISH HOUSE, AND ABOUT 1 FOOT ABOVE
 AG1724'THE LEVEL OF THE GROUND.
 AG1724
 AG1724                          STATION RECOVERY (1997)
 AG1724
 AG1724'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1723 ***********************************************************************
 AG1723  DESIGNATION -  872 5769 TIDAL 3
 AG1723  PID         -  AG1723
 AG1723  STATE/COUNTY-  FL/CHARLOTTE
 AG1723  USGS QUAD   -  EL JOBEAN (1987)
 AG1723
 AG1723                         *CURRENT SURVEY CONTROL
 AG1723  ___________________________________________________________________
 AG1723* NAD 83(1986)-  26 57 43.     (N)    082 12 40.     (W)     SCALED    
 AG1723* NAVD 88     -         0.969  (meters)       3.18   (feet)  ADJUSTED  
 AG1723  ___________________________________________________________________
 AG1723  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG1723  DYNAMIC HT  -           0.968 (meters)       3.18  (feet)  COMP
 AG1723  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AG1723
 AG1723  VERT ORDER  -  FIRST     CLASS I
 AG1723
 AG1723.The horizontal coordinates were scaled from a topographic map and have
 AG1723.an estimated accuracy of +/- 6 seconds.
 AG1723
 AG1723.The orthometric height was determined by differential leveling
 AG1723.and adjusted by the National Geodetic Survey in June 1991..
 AG1723
 AG1723.The geoid height was determined by GEOID03.
 AG1723
 AG1723.The dynamic height is computed by dividing the NAVD 88
 AG1723.geopotential number by the normal gravity value computed on the
 AG1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1723.degrees latitude (g = 980.6199 gals.).
 AG1723
 AG1723.The modeled gravity was interpolated from observed gravity values.
 AG1723
 AG1723;                    North         East    Units  Estimated Accuracy
 AG1723;SPC FL W     -   291,210.      179,040.      MT  (+/- 180 meters Scaled)
 AG1723
 AG1723                          SUPERSEDED SURVEY CONTROL
 AG1723
 AG1723  NGVD 29 (??/??/92)    1.31   (m)            4.3    (f) COMPUTED    1 1
 AG1723
 AG1723.Superseded values are not recommended for survey control.
 AG1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1723.See file dsdata.txt to determine how the superseded data were derived.
 AG1723
 AG1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK797827(NAD 83)
 AG1723_MARKER: DJ = TIDAL STATION DISK
 AG1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG1723_SP_SET: SIDEWALK
 AG1723_STAMPING: B M 3 1959
 AG1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1723
 AG1723  HISTORY     - Date     Condition        Report By
 AG1723  HISTORY     - 1959     MONUMENTED       CGS
 AG1723  HISTORY     - 1966     GOOD             NGS
 AG1723  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 AG1723
 AG1723                          STATION DESCRIPTION
 AG1723
 AG1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1723'AT EL JOBEAN.
 AG1723'AT EL JOBEAN, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 771
 AG1723'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER,
 AG1723'76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE LAXY R
 AG1723'FISH CAMP, IN THE SIDEWALK 1.9 FEET NORTH OF THE SOUTHWEST
 AG1723'CORNER OF THE BUILDING, 39 1/2 FEET SOUTHEAST OF A TELEPHONE
 AG1723'POLE AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AG1723
 AG1723                          STATION RECOVERY (1997)
 AG1723
 AG1723'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7768 ***********************************************************************
 AG7768  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7768  DESIGNATION -  872 5769 TIDAL MYAKKA
 AG7768  PID         -  AG7768
 AG7768  STATE/COUNTY-  FL/CHARLOTTE
 AG7768  USGS QUAD   -  EL JOBEAN (1987)
 AG7768
 AG7768                         *CURRENT SURVEY CONTROL
 AG7768  ___________________________________________________________________
 AG7768* NAD 83(1990)-  26 57 35.44239(N)    082 12 43.59393(W)     ADJUSTED  
 AG7768* NAVD 88     -         4.267  (meters)      14.00   (feet)  ADJUSTED  
 AG7768  ___________________________________________________________________
 AG7768  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AG7768  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AG7768  DYNAMIC HT  -           4.261 (meters)      13.98  (feet)  COMP
 AG7768  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 AG7768
 AG7768  HORZ ORDER  -  THIRD
 AG7768  VERT ORDER  -  SECOND    CLASS I
 AG7768
 AG7768.The horizontal coordinates were established by classical geodetic methods
 AG7768.and adjusted by the National Geodetic Survey in May 1991..
 AG7768
 AG7768.The orthometric height was determined by differential leveling
 AG7768.and adjusted by the National Geodetic Survey in June 1991..
 AG7768
 AG7768.This Tidal Bench Mark is designated as VM 6058
 AG7768.by the Center for Operational Oceanographic Products and Services.
 AG7768
 AG7768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG7768
 AG7768.The geoid height was determined by GEOID03.
 AG7768
 AG7768.The dynamic height is computed by dividing the NAVD 88
 AG7768.geopotential number by the normal gravity value computed on the
 AG7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7768.degrees latitude (g = 980.6199 gals.).
 AG7768
 AG7768.The modeled gravity was interpolated from observed gravity values.
 AG7768
 AG7768;                    North         East     Units Scale Factor Converg.
 AG7768;SPC FL W     -   290,972.695   178,940.840   MT  0.99994665   -0 05 46.2
 AG7768;SPC FL W     -   954,632.92    587,075.07   sFT  0.99994665   -0 05 46.2
 AG7768;UTM  17      - 2,982,564.729   379,692.326   MT  0.99977868   -0 32 58.5
 AG7768
 AG7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7768!SPC FL W     -   1.00000308  x   0.99994665  =   0.99994973
 AG7768!UTM  17      -   1.00000308  x   0.99977868  =   0.99978176
 AG7768
 AG7768:                Primary Azimuth Mark                     Grid Az
 AG7768:SPC FL W     -  PORT CHARLOTTE TEL REL TOW               078 46 16.7
 AG7768:UTM  17      -  PORT CHARLOTTE TEL REL TOW               079 13 29.0
 AG7768
 AG7768|---------------------------------------------------------------------|
 AG7768| PID    Reference Object                     Distance      Geod. Az  |
 AG7768|                                                           dddmmss.s |
 AG7768| AG1099 PORT CHARLOTTE TEL REL TOW          APPROX.11.6 KM 0784030.5 |
 AG7768| AG1144 PERUGINI                            APPROX. 2.4 KM 3043206.9 |
 AG7768|---------------------------------------------------------------------|
 AG7768
 AG7768                          SUPERSEDED SURVEY CONTROL
 AG7768
 AG7768  NAD 83(1986)-  26 57 35.44235(N)    082 12 43.60816(W) AD(       ) 3
 AG7768  NAD 27      -  26 57 34.22307(N)    082 12 44.27284(W) AD(       ) 3
 AG7768  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 AG7768
 AG7768.Superseded values are not recommended for survey control.
 AG7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7768.See file dsdata.txt to determine how the superseded data were derived.
 AG7768
 AG7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7969282565(NAD 83)
 AG7768_MARKER: DJ = TIDAL STATION DISK
 AG7768_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7768_SP_SET: BRIDGE SIDEWALK
 AG7768_STAMPING: MYAKKA 1981
 AG7768_MARK LOGO: NOS   
 AG7768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7768
 AG7768  HISTORY     - Date     Condition        Report By
 AG7768  HISTORY     - 1981     MONUMENTED       NOS
 AG7768  HISTORY     - 1983     GOOD             FLDNR
 AG7768  HISTORY     - 1989     GOOD             USPSQD
 AG7768  HISTORY     - 1990     GOOD             USPSQD
 AG7768  HISTORY     - 19970213 GOOD             USPSQD
 AG7768
 AG7768                          STATION DESCRIPTION
 AG7768
 AG7768'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AG7768'THE STATION IS LOCATED ON THE NORTHWEST END OF THE FL 771 BRIDGE
 AG7768'OVER THE MYAKKA RIVER.
 AG7768'
 AG7768'TO REACH THE STATION FROM THE JUNCTION OF US 41 AND FL 771 IN
 AG7768'MURDOCK, GO 15.6 KM (9.7 MILES) SOUTHWEST AND SOUTH ON FL 771 TO
 AG7768'THE NORTH END OF THE BRIDGE OVER THE MYAKKA RIVER AND THE
 AG7768'STATION ON THE RIGHT.
 AG7768'
 AG7768'THE STATION IS A STANDARD NOS DISK
 AG7768'STAMPED---MYAKKA 1981---,
 AG7768'SET INTO THE TOP OF AND
 AG7768'FLUSH WITH THE SIDEWALK.  IT IS LOCATED
 AG7768'2.59 METERS (8.5 FT) NORTH FROM A BENCH MARK DISK ON THE CONCRETE
 AG7768'GUARDRAIL,
 AG7768'1.356 METERS (4.45 FT) WEST FROM THE OUTER (STREET) EDGE OF THE
 AG7768'CURB, AND
 AG7768'0.88 METERS (2.9 FT) NORTH-NORTHEAST FROM A SIGNPOST READING -
 AG7768'MYAKKA RIVER.
 AG7768'
 AG7768'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.57 METERS.
 AG7768
 AG7768                          STATION RECOVERY (1983)
 AG7768
 AG7768'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7768'IN EL JOBEAN.
 AG7768'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7768'THE MARK IS SET IN THE SIDEWALK AT THE NORTH END OF THE BRIDGE, 18.5
 AG7768'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.8 FEET NORTHEAST OF
 AG7768'THE NORTH END OF THE BRIDGE RAILING.
 AG7768'THE MARK IS 1 FT ABOVE PAVEMENT.
 AG7768
 AG7768                          STATION RECOVERY (1989)
 AG7768
 AG7768'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG7768'RECOVERED IN GOOD CONDITION.
 AG7768
 AG7768                          STATION RECOVERY (1990)
 AG7768
 AG7768'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7768'RECOVERED IN GOOD CONDITION.
 AG7768
 AG7768                          STATION RECOVERY (1997)
 AG7768
 AG7768'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7871 ***********************************************************************
 AD7871  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7871  DESIGNATION -  872 5781 B TIDAL
 AD7871  PID         -  AD7871
 AD7871  STATE/COUNTY-  FL/CHARLOTTE
 AD7871  USGS QUAD   -  CLEVELAND (1987)
 AD7871
 AD7871                         *CURRENT SURVEY CONTROL
 AD7871  ___________________________________________________________________
 AD7871* NAD 83(1986)-  26 58 49.     (N)    081 57 39.     (W)     SCALED    
 AD7871* NAVD 88     -         1.239  (meters)       4.07   (feet)  POSTED    
 AD7871  ___________________________________________________________________
 AD7871  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AD7871  DYNAMIC HT  -           1.240 (meters)       4.07  (feet)  COMP
 AD7871  MODELED GRAV-     979,111.9   (mgal)                       NAVD 88
 AD7871
 AD7871  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7871
 AD7871.The horizontal coordinates were scaled from a topographic map and have
 AD7871.an estimated accuracy of +/- 6 seconds.
 AD7871
 AD7871.The orthometric height was determined by differential leveling
 AD7871.and adjusted by the National Geodetic Survey in 1992..
 AD7871.No vertical observational check was made to the station.
 AD7871.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7871.was located on a no-check spur therefore a value was not computed.
 AD7871
 AD7871.This Tidal Bench Mark is designated as VM 6060
 AD7871.by the Center for Operational Oceanographic Products and Services.
 AD7871
 AD7871.This Tidal Bench Mark is designated as VM 16406
 AD7871.by the Center for Operational Oceanographic Products and Services.
 AD7871
 AD7871.The geoid height was determined by GEOID03.
 AD7871
 AD7871.The dynamic height is computed by dividing the NAVD 88
 AD7871.geopotential number by the normal gravity value computed on the
 AD7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7871.degrees latitude (g = 980.6199 gals.).
 AD7871
 AD7871.The modeled gravity was interpolated from observed gravity values.
 AD7871
 AD7871;                    North         East    Units  Estimated Accuracy
 AD7871;SPC FL W     -   293,220.      203,890.      MT  (+/- 180 meters Scaled)
 AD7871
 AD7871                          SUPERSEDED SURVEY CONTROL
 AD7871
 AD7871  NGVD 29 (09/01/92)    1.584  (m)            5.20   (f) ADJUSTED    2 1
 AD7871
 AD7871.Superseded values are not recommended for survey control.
 AD7871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7871.See file dsdata.txt to determine how the superseded data were derived.
 AD7871
 AD7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK046846(NAD 83)
 AD7871_MARKER: DB = BENCH MARK DISK
 AD7871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7871_SP_SET: CONCRETE POST
 AD7871_STAMPING: 5781 B
 AD7871_MARK LOGO: FLDT  
 AD7871_PROJECTION: FLUSH
 AD7871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7871+STABILITY: SURFACE MOTION
 AD7871
 AD7871  HISTORY     - Date     Condition        Report By
 AD7871  HISTORY     - UNK      MONUMENTED       FLDT
 AD7871  HISTORY     - 1984     GOOD             FLDNR
 AD7871
 AD7871                          STATION DESCRIPTION
 AD7871
 AD7871'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7871'6.95 MI NE FROM PUNTA GORDA.
 AD7871'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 17 WITH U.S. HIGHWAY 41, GO
 AD7871'6.95 MILES NORTHEAST ON U.S. 17 TO A PRIVATE DRIVE JUST NORTH OF THE
 AD7871'BRIDGE OVER SHELL CREEK.  THE MARK BEARS 94.5 FEET WEST OF THE
 AD7871'CENTERLINE OF THE HIGHWAY, 8.6 FEET NORTH OF THE CENTERLINE OF THE
 AD7871'DRIVE, 9.5 FEET EAST OF A POWER POLE, AND 1.2 FEET SOUTH OF A WITNESS
 AD7871'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1491 ***********************************************************************
 AD1491  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1491  DESIGNATION -  872 5781 TIDAL 1
 AD1491  PID         -  AD1491
 AD1491  STATE/COUNTY-  FL/CHARLOTTE
 AD1491  USGS QUAD   -  CLEVELAND (1987)
 AD1491
 AD1491                         *CURRENT SURVEY CONTROL
 AD1491  ___________________________________________________________________
 AD1491* NAD 83(1986)-  26 58 44.     (N)    081 57 32.     (W)     SCALED    
 AD1491* NAVD 88     -         3.222  (meters)      10.57   (feet)  ADJUSTED  
 AD1491  ___________________________________________________________________
 AD1491  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AD1491  DYNAMIC HT  -           3.217 (meters)      10.55  (feet)  COMP
 AD1491  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 AD1491
 AD1491  VERT ORDER  -  FIRST     CLASS I
 AD1491
 AD1491.The horizontal coordinates were scaled from a topographic map and have
 AD1491.an estimated accuracy of +/- 6 seconds.
 AD1491
 AD1491.The orthometric height was determined by differential leveling
 AD1491.and adjusted by the National Geodetic Survey in June 1991..
 AD1491
 AD1491.This Tidal Bench Mark is designated as VM 6061
 AD1491.by the Center for Operational Oceanographic Products and Services.
 AD1491
 AD1491.The geoid height was determined by GEOID03.
 AD1491
 AD1491.The dynamic height is computed by dividing the NAVD 88
 AD1491.geopotential number by the normal gravity value computed on the
 AD1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1491.degrees latitude (g = 980.6199 gals.).
 AD1491
 AD1491.The modeled gravity was interpolated from observed gravity values.
 AD1491
 AD1491;                    North         East    Units  Estimated Accuracy
 AD1491;SPC FL W     -   293,070.      204,080.      MT  (+/- 180 meters Scaled)
 AD1491
 AD1491                          SUPERSEDED SURVEY CONTROL
 AD1491
 AD1491  NGVD 29 (09/01/92)    3.569  (m)           11.71   (f) ADJUSTED    1 1
 AD1491
 AD1491.Superseded values are not recommended for survey control.
 AD1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1491.See file dsdata.txt to determine how the superseded data were derived.
 AD1491
 AD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK048844(NAD 83)
 AD1491_MARKER: DJ = TIDAL STATION DISK
 AD1491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1491_SP_SET: BRIDGE ABUTMENT
 AD1491_STAMPING: B M 1 1956
 AD1491_MARK LOGO: CGS   
 AD1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1491
 AD1491  HISTORY     - Date     Condition        Report By
 AD1491  HISTORY     - 1956     MONUMENTED       CGS
 AD1491  HISTORY     - 1966     GOOD             NGS
 AD1491  HISTORY     - 1979     GOOD             NGS
 AD1491  HISTORY     - 1984     GOOD             FLDNR
 AD1491  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 AD1491  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AD1491
 AD1491                          STATION DESCRIPTION
 AD1491
 AD1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1491'6.8 MI NE FROM PUNTA GORDA.
 AD1491'ABOUT 6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 AD1491'OF U.S. HIGHWAY 41 AT PUNTA GORDA, 0.2 MILE NORTH OF THE JUNCTION
 AD1491'OF RIVERSIDE DRIVE, SET IN THE TOP AT THE EAST END OF THE SOUTH
 AD1491'CONCRETE ABUTMENT OF HIGHWAY OVER SHELL CREEK, 16 FEET EAST OF THE
 AD1491'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AD1491'HIGHWAY.
 AD1491
 AD1491                          STATION RECOVERY (1979)
 AD1491
 AD1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1491'RECOVERED IN GOOD CONDITION.
 AD1491
 AD1491                          STATION RECOVERY (1984)
 AD1491
 AD1491'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1491'RECOVERED IN GOOD CONDITION EXCEPT THE BM AND 1956 IN THE STAMPING
 AD1491'HAVE BEEN OBLITERATED.
 AD1491
 AD1491                          STATION RECOVERY (1991)
 AD1491
 AD1491'RECOVERY NOTE BY US POWER SQUADRON 1991 (PRS)
 AD1491'MARK NOT FOUND.
 AD1491
 AD1491                          STATION RECOVERY (1997)
 AD1491
 AD1491'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7872 ***********************************************************************
 AD7872  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7872  DESIGNATION -  872 5781 TIDAL 1 RESET
 AD7872  PID         -  AD7872
 AD7872  STATE/COUNTY-  FL/CHARLOTTE
 AD7872  USGS QUAD   -  CLEVELAND (1987)
 AD7872
 AD7872                         *CURRENT SURVEY CONTROL
 AD7872  ___________________________________________________________________
 AD7872* NAD 83(1986)-  26 58 45.     (N)    081 57 38.     (W)     SCALED    
 AD7872* NAVD 88     -         0.818  (meters)       2.68   (feet)  POSTED    
 AD7872  ___________________________________________________________________
 AD7872  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AD7872  DYNAMIC HT  -           0.820 (meters)       2.69  (feet)  COMP
 AD7872  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 AD7872
 AD7872  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7872
 AD7872.The horizontal coordinates were scaled from a topographic map and have
 AD7872.an estimated accuracy of +/- 6 seconds.
 AD7872
 AD7872.The orthometric height was determined by differential leveling
 AD7872.and adjusted by the National Geodetic Survey in 1992..
 AD7872.No vertical observational check was made to the station.
 AD7872.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7872.was located on a no-check spur therefore a value was not computed.
 AD7872
 AD7872.This Tidal Bench Mark is designated as VM 6064
 AD7872.by the Center for Operational Oceanographic Products and Services.
 AD7872
 AD7872.The geoid height was determined by GEOID03.
 AD7872
 AD7872.The dynamic height is computed by dividing the NAVD 88
 AD7872.geopotential number by the normal gravity value computed on the
 AD7872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7872.degrees latitude (g = 980.6199 gals.).
 AD7872
 AD7872.The modeled gravity was interpolated from observed gravity values.
 AD7872
 AD7872;                    North         East    Units  Estimated Accuracy
 AD7872;SPC FL W     -   293,100.      203,920.      MT  (+/- 180 meters Scaled)
 AD7872
 AD7872                          SUPERSEDED SURVEY CONTROL
 AD7872
 AD7872  NGVD 29 (09/01/92)    1.165  (m)            3.82   (f) ADJUSTED    2 1
 AD7872
 AD7872.Superseded values are not recommended for survey control.
 AD7872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7872.See file dsdata.txt to determine how the superseded data were derived.
 AD7872
 AD7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK046844(NAD 83)
 AD7872_MARKER: DB = BENCH MARK DISK
 AD7872_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7872+WITH SETTING: PAVEMENT
 AD7872_SP_SET: BOAT RAMP
 AD7872_STAMPING: BM 1 1984 RESET
 AD7872_MARK LOGO: NGS   
 AD7872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7872+STABILITY: SURFACE MOTION
 AD7872
 AD7872  HISTORY     - Date     Condition        Report By
 AD7872  HISTORY     - 1984     MONUMENTED       NGS
 AD7872  HISTORY     - 1984     GOOD             FLDNR
 AD7872  HISTORY     - 19910620 GOOD             USPSQD
 AD7872  HISTORY     - 19970522 GOOD             USPSQD
 AD7872
 AD7872                          STATION DESCRIPTION
 AD7872
 AD7872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD7872'11.3 KM (7.00 MI) NE FROM PUNTA GORDA.
 AD7872'8.00 KM (4.95 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION
 AD7872'WITH INTERSTATE HIGHWAY 75, THAT IS ABOUT 3.20 KM (2.00 MI) NORTHEAST
 AD7872'OF PUNTA GORDA, 65.3 FEET (19.90 M) SOUTHEAST OF THE CENTER OF BRIDGE
 AD7872'OVER SHELL CREEK, 27.0 FEET (8.23 M) SOUTHWEST OF THE SOUTHWEST EDGE
 AD7872'OF SHELL CREEK, 28.5 FEET (8.69 M) NORTHWEST OF A WOODEN POWERLINE
 AD7872'POLE, AND AT THE SOUTH END AND CENTER OF A CONCRETE BOAT RAMP.
 AD7872'THE MARK IS 14.7 METERS  NW FROM  A WITNESS POST
 AD7872'THE MARK IS 8.0 M BELOW BRIDGE.
 AD7872
 AD7872                          STATION RECOVERY (1984)
 AD7872
 AD7872'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD7872'6.8 MI NE FROM PUNTA GORDA.
 AD7872'RECOVERED IN GOOD CONDITION EXCEPT THE MARK BEARS 29.2 FEET EAST OF
 AD7872'BENCH MARK BM 1 1956, 27.2 FEET WEST-NORTHWEST OF A POWER POLE, 14.5
 AD7872'FEET WEST-NORTHWEST OF A WITNESS POST, AND IS SET FLUSH IN THE CENTER
 AD7872'OF THE EDGE OF A CONCRETE BOAT RAMP.  THE MARK IS A RESET MARK SET BY
 AD7872'NGS TO REPLACE BENCH MARK BM 1 1956.
 AD7872
 AD7872                          STATION RECOVERY (1991)
 AD7872
 AD7872'RECOVERY NOTE BY US POWER SQUADRON 1991 (PRS)
 AD7872'RECOVERED IN GOOD CONDITION.
 AD7872
 AD7872                          STATION RECOVERY (1997)
 AD7872
 AD7872'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7870 ***********************************************************************
 AD7870  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7870  DESIGNATION -  872 5781 TIDAL 2 RESET
 AD7870  PID         -  AD7870
 AD7870  STATE/COUNTY-  FL/CHARLOTTE
 AD7870  USGS QUAD   -  CLEVELAND (1987)
 AD7870
 AD7870                         *CURRENT SURVEY CONTROL
 AD7870  ___________________________________________________________________
 AD7870* NAD 83(1986)-  26 58 58.     (N)    081 57 38.     (W)     SCALED    
 AD7870* NAVD 88     -         0.592  (meters)       1.94   (feet)  POSTED    
 AD7870  ___________________________________________________________________
 AD7870  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AD7870  DYNAMIC HT  -           0.590 (meters)       1.94  (feet)  COMP
 AD7870  MODELED GRAV-     979,112.1   (mgal)                       NAVD 88
 AD7870
 AD7870  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7870
 AD7870.The horizontal coordinates were scaled from a topographic map and have
 AD7870.an estimated accuracy of +/- 6 seconds.
 AD7870
 AD7870.The orthometric height was determined by differential leveling
 AD7870.and adjusted by the National Geodetic Survey in 1992..
 AD7870.No vertical observational check was made to the station.
 AD7870.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7870.was located on a no-check spur therefore a value was not computed.
 AD7870
 AD7870.This Tidal Bench Mark is designated as VM 6066
 AD7870.by the Center for Operational Oceanographic Products and Services.
 AD7870
 AD7870.The geoid height was determined by GEOID03.
 AD7870
 AD7870.The dynamic height is computed by dividing the NAVD 88
 AD7870.geopotential number by the normal gravity value computed on the
 AD7870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7870.degrees latitude (g = 980.6199 gals.).
 AD7870
 AD7870.The modeled gravity was interpolated from observed gravity values.
 AD7870
 AD7870;                    North         East    Units  Estimated Accuracy
 AD7870;SPC FL W     -   293,500.      203,920.      MT  (+/- 180 meters Scaled)
 AD7870
 AD7870                          SUPERSEDED SURVEY CONTROL
 AD7870
 AD7870  NGVD 29 (09/01/92)    0.937  (m)            3.07   (f) ADJUSTED    2 1
 AD7870
 AD7870.Superseded values are not recommended for survey control.
 AD7870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7870.See file dsdata.txt to determine how the superseded data were derived.
 AD7870
 AD7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK046848(NAD 83)
 AD7870_MARKER: DB = BENCH MARK DISK
 AD7870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7870_SP_SET: CONCRETE POST
 AD7870_STAMPING: BM 2 1984 RESET
 AD7870_MARK LOGO: NGS   
 AD7870_PROJECTION: FLUSH
 AD7870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7870+STABILITY: SURFACE MOTION
 AD7870
 AD7870  HISTORY     - Date     Condition        Report By
 AD7870  HISTORY     - 1984     MONUMENTED       NGS
 AD7870  HISTORY     - 1984     GOOD             FLDNR
 AD7870  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 AD7870  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AD7870
 AD7870                          STATION DESCRIPTION
 AD7870
 AD7870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD7870'11.4 KM (7.10 MI) NE FROM PUNTA GORDA.
 AD7870'8.16 KM (5.05 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION
 AD7870'WITH INTERSTATE HIGHWAY 75 THAT IS ABOUT 3.2 KM (2.00 MI) NORTHEAST
 AD7870'OF PUNTA GORDA, 75.3 FEET (22.95 M) SOUTHEAST OF THE CENTER OF BRIDGE
 AD7870'OVER SHELL CREEK, 41.0 FEET (12.50 M) SOUTHWEST OF THE SOUTHWEST EDGE
 AD7870'OF SHELL CREEK, 21.0 FEET (6.40 M) SOUTHWEST OF THE SOUTHWEST ONE OF
 AD7870'6 PALM TREES, AND 2.5 FEET (0.76 M) NORTHWEST OF A POWERLINE POLE.
 AD7870'THE MARK IS 1 METERS  SW FROM  A WITNESS POST
 AD7870'THE MARK IS 8.0 M BELOW HIGHWAY.
 AD7870
 AD7870                          STATION RECOVERY (1984)
 AD7870
 AD7870'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD7870'6.95 MI NE FROM PUNTA GORDA.
 AD7870'RECOVERED IN GOOD CONDITION EXCEPT THE MARK BEARS 72 FEET SOUTHEAST
 AD7870'OF BENCH MARK BM 2 1956, 2.2 FEET WEST OF A POWER POLE, AND 1 FOOT
 AD7870'SOUTH OF A WITNESS POST.  THE MARK IS A RESET MARK SET BY NGS TO
 AD7870'REPLACE BENCH MARK BM 2 1956.
 AD7870
 AD7870                          STATION RECOVERY (1991)
 AD7870
 AD7870'RECOVERY NOTE BY US POWER SQUADRON 1991 (PRS)
 AD7870'MARK NOT FOUND.
 AD7870
 AD7870                          STATION RECOVERY (1997)
 AD7870
 AD7870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1489 ***********************************************************************
 AD1489  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1489  DESIGNATION -  872 5781 TIDAL 3
 AD1489  PID         -  AD1489
 AD1489  STATE/COUNTY-  FL/CHARLOTTE
 AD1489  USGS QUAD   -  CLEVELAND (1987)
 AD1489
 AD1489                         *CURRENT SURVEY CONTROL
 AD1489  ___________________________________________________________________
 AD1489* NAD 83(1986)-  26 58 48.     (N)    081 57 32.     (W)     SCALED    
 AD1489* NAVD 88     -         3.227  (meters)      10.59   (feet)  ADJUSTED  
 AD1489  ___________________________________________________________________
 AD1489  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AD1489  DYNAMIC HT  -           3.222 (meters)      10.57  (feet)  COMP
 AD1489  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 AD1489
 AD1489  VERT ORDER  -  FIRST     CLASS I
 AD1489
 AD1489.The horizontal coordinates were scaled from a topographic map and have
 AD1489.an estimated accuracy of +/- 6 seconds.
 AD1489
 AD1489.The orthometric height was determined by differential leveling
 AD1489.and adjusted by the National Geodetic Survey in June 1991..
 AD1489
 AD1489.This Tidal Bench Mark is designated as VM 7063
 AD1489.by the Center for Operational Oceanographic Products and Services.
 AD1489
 AD1489.The geoid height was determined by GEOID03.
 AD1489
 AD1489.The dynamic height is computed by dividing the NAVD 88
 AD1489.geopotential number by the normal gravity value computed on the
 AD1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1489.degrees latitude (g = 980.6199 gals.).
 AD1489
 AD1489.The modeled gravity was interpolated from observed gravity values.
 AD1489
 AD1489;                    North         East    Units  Estimated Accuracy
 AD1489;SPC FL W     -   293,190.      204,080.      MT  (+/- 180 meters Scaled)
 AD1489
 AD1489                          SUPERSEDED SURVEY CONTROL
 AD1489
 AD1489  NGVD 29 (09/01/92)    3.572  (m)           11.72   (f) ADJUSTED    1 1
 AD1489
 AD1489.Superseded values are not recommended for survey control.
 AD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1489.See file dsdata.txt to determine how the superseded data were derived.
 AD1489
 AD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK048845(NAD 83)
 AD1489_MARKER: DJ = TIDAL STATION DISK
 AD1489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1489_SP_SET: BRIDGE ABUTMENT
 AD1489_STAMPING: B M 3
 AD1489_MARK LOGO: FLDT  
 AD1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1489
 AD1489  HISTORY     - Date     Condition        Report By
 AD1489  HISTORY     - UNK      MONUMENTED       FLDT
 AD1489  HISTORY     - 1966     GOOD             NGS
 AD1489  HISTORY     - 1979     GOOD             NGS
 AD1489  HISTORY     - 1984     GOOD             FLDNR
 AD1489
 AD1489                          STATION DESCRIPTION
 AD1489
 AD1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1489'6.9 MI NE FROM PUNTA GORDA.
 AD1489'ABOUT 6.9 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 AD1489'OF U.S. HIGHWAY 41 AT PUNTA GORDA, 0.3 MILE NORTH OF THE
 AD1489'JUNCTION OF RIVERSIDE DRIVE, IN SECTION 19, R 24 E, T 40 S,
 AD1489'SET IN THE TOP AT THE WEST END OF THE NORTH CONCRETE ABUTMENT
 AD1489'OF HIGHWAY BRIDGE OVER SHELL CREEK, 15.5 FEET WEST OF THE CENTER
 AD1489'LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AD1489'HIGHWAY.
 AD1489
 AD1489                          STATION RECOVERY (1979)
 AD1489
 AD1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1489'RECOVERED IN GOOD CONDITION.
 AD1489
 AD1489                          STATION RECOVERY (1984)
 AD1489
 AD1489'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1489'RECOVERED IN GOOD CONDITION EXCEPT THE BM IN THE STAMPING HAS BEEN
 AD1489'OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7854 ***********************************************************************
 AD7854  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7854  DESIGNATION -  872 5791 A TIDAL
 AD7854  PID         -  AD7854
 AD7854  STATE/COUNTY-  FL/CHARLOTTE
 AD7854  USGS QUAD   -  CLEVELAND (1987)
 AD7854
 AD7854                         *CURRENT SURVEY CONTROL
 AD7854  ___________________________________________________________________
 AD7854* NAD 83(1986)-  26 59 20.     (N)    081 59 40.     (W)     SCALED    
 AD7854* NAVD 88     -         0.501  (meters)       1.64   (feet)  POSTED    
 AD7854  ___________________________________________________________________
 AD7854  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AD7854  DYNAMIC HT  -           0.500 (meters)       1.64  (feet)  COMP
 AD7854  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AD7854
 AD7854  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7854
 AD7854.The horizontal coordinates were scaled from a topographic map and have
 AD7854.an estimated accuracy of +/- 6 seconds.
 AD7854
 AD7854.The orthometric height was determined by differential leveling
 AD7854.and adjusted by the National Geodetic Survey in 1992..
 AD7854.No vertical observational check was made to the station.
 AD7854.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7854.was located on a no-check spur therefore a value was not computed.
 AD7854
 AD7854.This Tidal Bench Mark is designated as VM 6072
 AD7854.by the Center for Operational Oceanographic Products and Services.
 AD7854
 AD7854.The geoid height was determined by GEOID03.
 AD7854
 AD7854.The dynamic height is computed by dividing the NAVD 88
 AD7854.geopotential number by the normal gravity value computed on the
 AD7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7854.degrees latitude (g = 980.6199 gals.).
 AD7854
 AD7854.The modeled gravity was interpolated from observed gravity values.
 AD7854
 AD7854;                    North         East    Units  Estimated Accuracy
 AD7854;SPC FL W     -   294,170.      200,550.      MT  (+/- 180 meters Scaled)
 AD7854
 AD7854                          SUPERSEDED SURVEY CONTROL
 AD7854
 AD7854  NGVD 29 (09/01/92)    0.846  (m)            2.78   (f) ADJUSTED    2 1
 AD7854
 AD7854.Superseded values are not recommended for survey control.
 AD7854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7854.See file dsdata.txt to determine how the superseded data were derived.
 AD7854
 AD7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK013855(NAD 83)
 AD7854_MARKER: DJ = TIDAL STATION DISK
 AD7854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7854_SP_SET: CONCRETE SEAWALL
 AD7854_STAMPING: 5791 A 1977
 AD7854_MARK LOGO: NOS   
 AD7854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7854+STABILITY: SURFACE MOTION
 AD7854
 AD7854  HISTORY     - Date     Condition        Report By
 AD7854  HISTORY     - 1977     MONUMENTED       NOS
 AD7854  HISTORY     - 1984     GOOD             FLDNR
 AD7854  HISTORY     - 19910319 GOOD             USPSQD
 AD7854  HISTORY     - 19950524 GOOD             USPSQD
 AD7854  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AD7854
 AD7854                          STATION DESCRIPTION
 AD7854
 AD7854'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7854'IN HARBOR HEIGHTS.
 AD7854'THE MARK IS LOCATED IN HARBOR HEIGHTS AT THE COUNTY PARK.  THE MARK
 AD7854'BEARS 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND THE
 AD7854'SWIMMING POOL, 6.1 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND
 AD7854'0.7 FOOT WEST OF THE SOUTHWEST CORNER OF THE SHORE END OF THE
 AD7854'SOUTHERNMOST FISHING PIER.
 AD7854
 AD7854                          STATION RECOVERY (1991)
 AD7854
 AD7854'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AD7854'RECOVERED IN GOOD CONDITION.
 AD7854
 AD7854                          STATION RECOVERY (1995)
 AD7854
 AD7854'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD7854'RECOVERED IN GOOD CONDITION.
 AD7854
 AD7854                          STATION RECOVERY (1997)
 AD7854
 AD7854'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7853 ***********************************************************************
 AD7853  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7853  DESIGNATION -  872 5791 B TIDAL
 AD7853  PID         -  AD7853
 AD7853  STATE/COUNTY-  FL/CHARLOTTE
 AD7853  USGS QUAD   -  CLEVELAND (1987)
 AD7853
 AD7853                         *CURRENT SURVEY CONTROL
 AD7853  ___________________________________________________________________
 AD7853* NAD 83(1986)-  26 59 18.     (N)    081 59 40.     (W)     SCALED    
 AD7853* NAVD 88     -         1.589  (meters)       5.21   (feet)  POSTED    
 AD7853  ___________________________________________________________________
 AD7853  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AD7853  DYNAMIC HT  -           1.590 (meters)       5.22  (feet)  COMP
 AD7853  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AD7853
 AD7853  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AD7853
 AD7853.The horizontal coordinates were scaled from a topographic map and have
 AD7853.an estimated accuracy of +/- 6 seconds.
 AD7853
 AD7853.The orthometric height was determined by differential leveling
 AD7853.and adjusted by the National Geodetic Survey in 1992..
 AD7853.No vertical observational check was made to the station.
 AD7853.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AD7853.was located on a no-check spur therefore a value was not computed.
 AD7853
 AD7853.This Tidal Bench Mark is designated as VM 6073
 AD7853.by the Center for Operational Oceanographic Products and Services.
 AD7853
 AD7853.The geoid height was determined by GEOID03.
 AD7853
 AD7853.The dynamic height is computed by dividing the NAVD 88
 AD7853.geopotential number by the normal gravity value computed on the
 AD7853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7853.degrees latitude (g = 980.6199 gals.).
 AD7853
 AD7853.The modeled gravity was interpolated from observed gravity values.
 AD7853
 AD7853;                    North         East    Units  Estimated Accuracy
 AD7853;SPC FL W     -   294,110.      200,550.      MT  (+/- 180 meters Scaled)
 AD7853
 AD7853                          SUPERSEDED SURVEY CONTROL
 AD7853
 AD7853  NGVD 29 (09/01/92)    1.935  (m)            6.35   (f) ADJUSTED    2 1
 AD7853
 AD7853.Superseded values are not recommended for survey control.
 AD7853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7853.See file dsdata.txt to determine how the superseded data were derived.
 AD7853
 AD7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK013855(NAD 83)
 AD7853_MARKER: DJ = TIDAL STATION DISK
 AD7853_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7853+WITH SETTING: PAVEMENT
 AD7853_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AD7853_STAMPING: 5791 B 1977
 AD7853_MARK LOGO: NOS   
 AD7853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7853+STABILITY: SURFACE MOTION
 AD7853
 AD7853  HISTORY     - Date     Condition        Report By
 AD7853  HISTORY     - 1977     MONUMENTED       NOS
 AD7853  HISTORY     - 1984     GOOD             FLDNR
 AD7853  HISTORY     - 19910319 GOOD             USPSQD
 AD7853  HISTORY     - 19950527 GOOD             USPSQD
 AD7853
 AD7853                          STATION DESCRIPTION
 AD7853
 AD7853'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7853'IN HARBOR HEIGHTS.
 AD7853'THE MARK IS LOCATED IN HARBOR HEIGHTS AT THE COUNTY PARK.  THE MARK
 AD7853'IS SET IN THE CONCRETE BASE FOR THE FLAGPOLE, 64.3 FEET SOUTH OF THE
 AD7853'SOUTHEAST CORNER OF THE FENCE AROUND THE SWIMMING POOL, AND 0.8 FOOT
 AD7853'EAST-SOUTHEAST OF THE FLAGPOLE.
 AD7853'THE MARK IS 1 FT ABOVE GROUND.
 AD7853
 AD7853                          STATION RECOVERY (1991)
 AD7853
 AD7853'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AD7853'RECOVERED IN GOOD CONDITION.
 AD7853
 AD7853                          STATION RECOVERY (1995)
 AD7853
 AD7853'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD7853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1495 ***********************************************************************
 AD1495  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1495  DESIGNATION -  872 5791 TIDAL 1
 AD1495  PID         -  AD1495
 AD1495  STATE/COUNTY-  FL/CHARLOTTE
 AD1495  USGS QUAD   -  CLEVELAND (1987)
 AD1495
 AD1495                         *CURRENT SURVEY CONTROL
 AD1495  ___________________________________________________________________
 AD1495* NAD 83(1986)-  26 59 18.     (N)    081 59 39.     (W)     SCALED    
 AD1495* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 AD1495  ___________________________________________________________________
 AD1495  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AD1495  DYNAMIC HT  -           1.678 (meters)       5.51  (feet)  COMP
 AD1495  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AD1495
 AD1495  VERT ORDER  -  FIRST     CLASS I
 AD1495
 AD1495.The horizontal coordinates were scaled from a topographic map and have
 AD1495.an estimated accuracy of +/- 6 seconds.
 AD1495
 AD1495.The orthometric height was determined by differential leveling
 AD1495.and adjusted by the National Geodetic Survey in June 1991..
 AD1495
 AD1495.This Tidal Bench Mark is designated as VM 6074
 AD1495.by the Center for Operational Oceanographic Products and Services.
 AD1495
 AD1495.The geoid height was determined by GEOID03.
 AD1495
 AD1495.The dynamic height is computed by dividing the NAVD 88
 AD1495.geopotential number by the normal gravity value computed on the
 AD1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1495.degrees latitude (g = 980.6199 gals.).
 AD1495
 AD1495.The modeled gravity was interpolated from observed gravity values.
 AD1495
 AD1495;                    North         East    Units  Estimated Accuracy
 AD1495;SPC FL W     -   294,110.      200,580.      MT  (+/- 180 meters Scaled)
 AD1495
 AD1495                          SUPERSEDED SURVEY CONTROL
 AD1495
 AD1495  NGVD 29 (09/01/92)    2.026  (m)            6.65   (f) ADJUSTED    1 1
 AD1495
 AD1495.Superseded values are not recommended for survey control.
 AD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1495.See file dsdata.txt to determine how the superseded data were derived.
 AD1495
 AD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK013855(NAD 83)
 AD1495_MARKER: DJ = TIDAL STATION DISK
 AD1495_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1495_SP_SET: CONCRETE WALKWAY
 AD1495_STAMPING: BM 1
 AD1495_MARK LOGO: CGS   
 AD1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1495
 AD1495  HISTORY     - Date     Condition        Report By
 AD1495  HISTORY     - UNK      MONUMENTED       CGS
 AD1495  HISTORY     - 1966     GOOD             NGS
 AD1495  HISTORY     - 1984     GOOD             FLDNR
 AD1495
 AD1495                          STATION DESCRIPTION
 AD1495
 AD1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1495'8.4 MI NE FROM PUNTA GORDA.
 AD1495'ABOUT 2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AD1495'JUNCTION OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE ABOUT 4.6
 AD1495'MILES EAST ALONG STATE HIGHWAY 776, THENCE ABOUT 0.3 MILE EAST
 AD1495'ALONG SUNNYBROOK DRIVE, THENCE ABOUT 0.3 MILE NORTH ALONG
 AD1495'BROADPOINT DRIVE, THENCE ABOUT 0.6 MILE EAST ALONG N. SAN MARINO
 AD1495'DRIVE, AT THE HARBOR HEIGHTS COUNTRY CLUB (ABANDONED), 13.4 FEET
 AD1495'SOUTHEAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 99 FEET
 AD1495'WEST OF THE FLAGPOLE, 63 FEET SOUTH OF THE SOUTH FENCE AROUND
 AD1495'THE SWIMMING POOL, ABOUT LEVEL WITH THE GROUND AND SET IN THE
 AD1495'TOP OF THE SIDEWALK LEADING TO THE NORTHEAST ENTRANCE TO THE
 AD1495'CLUBHOUSE.
 AD1495
 AD1495                          STATION RECOVERY (1984)
 AD1495
 AD1495'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1495'RECOVERED IN GOOD CONDITION EXCEPT THE COUNTRY CLUB IS NOW A COUNTY
 AD1495'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1496 ***********************************************************************
 AD1496  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1496  DESIGNATION -  872 5791 TIDAL 2
 AD1496  PID         -  AD1496
 AD1496  STATE/COUNTY-  FL/CHARLOTTE
 AD1496  USGS QUAD   -  CLEVELAND (1987)
 AD1496
 AD1496                         *CURRENT SURVEY CONTROL
 AD1496  ___________________________________________________________________
 AD1496* NAD 83(1986)-  26 59 18.     (N)    081 59 42.     (W)     SCALED    
 AD1496* NAVD 88     -         1.542  (meters)       5.06   (feet)  ADJUSTED  
 AD1496  ___________________________________________________________________
 AD1496  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AD1496  DYNAMIC HT  -           1.540 (meters)       5.05  (feet)  COMP
 AD1496  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AD1496
 AD1496  VERT ORDER  -  FIRST     CLASS I
 AD1496
 AD1496.The horizontal coordinates were scaled from a topographic map and have
 AD1496.an estimated accuracy of +/- 6 seconds.
 AD1496
 AD1496.The orthometric height was determined by differential leveling
 AD1496.and adjusted by the National Geodetic Survey in June 1991..
 AD1496
 AD1496.This Tidal Bench Mark is designated as VM 6075
 AD1496.by the Center for Operational Oceanographic Products and Services.
 AD1496
 AD1496.The geoid height was determined by GEOID03.
 AD1496
 AD1496.The dynamic height is computed by dividing the NAVD 88
 AD1496.geopotential number by the normal gravity value computed on the
 AD1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1496.degrees latitude (g = 980.6199 gals.).
 AD1496
 AD1496.The modeled gravity was interpolated from observed gravity values.
 AD1496
 AD1496;                    North         East    Units  Estimated Accuracy
 AD1496;SPC FL W     -   294,110.      200,500.      MT  (+/- 180 meters Scaled)
 AD1496
 AD1496                          SUPERSEDED SURVEY CONTROL
 AD1496
 AD1496  NGVD 29 (09/01/92)    1.888  (m)            6.19   (f) ADJUSTED    1 1
 AD1496
 AD1496.Superseded values are not recommended for survey control.
 AD1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1496.See file dsdata.txt to determine how the superseded data were derived.
 AD1496
 AD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK012855(NAD 83)
 AD1496_MARKER: DJ = TIDAL STATION DISK
 AD1496_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD1496+WITH SETTING: PAVEMENT
 AD1496_SP_SET: CONCRETE BASE
 AD1496_STAMPING: BM 2
 AD1496_MARK LOGO: CGS   
 AD1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1496+STABILITY: SURFACE MOTION
 AD1496
 AD1496  HISTORY     - Date     Condition        Report By
 AD1496  HISTORY     - UNK      MONUMENTED       CGS
 AD1496  HISTORY     - 1966     GOOD             NGS
 AD1496  HISTORY     - 1984     GOOD             FLDNR
 AD1496
 AD1496                          STATION DESCRIPTION
 AD1496
 AD1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1496'8.4 MI NE FROM PUNTA GORDA.
 AD1496'ABOUT 2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AD1496'JUNCTION OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE ABOUT 4.6
 AD1496'MILES EAST ALONG STATE HIGHWAY 776, THENCE ABOUT 0.3 MILE EAST
 AD1496'ALONG SUNNYBROOK DRIVE, THENCE ABOUT 0.3 MILE NORTH ALONG
 AD1496'BROADPOINT DRIVE, THENCE ABOUT 0.6 MILE EAST ALONG N. SAN MARINO
 AD1496'DRIVE, AT THE HARBOR HEIGHTS COUNTRY CLUB (ABANDONED), 73.5
 AD1496'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 103
 AD1496'FEET WEST OF THE SOUTHWEST CORNER OF THE BATHHOUSE OF THE
 AD1496'SWIMMING POOL, 78.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 AD1496'SHUFFLEBOARD COURT, 0.7 FOOT WEST OF THE NORTHWEST CORNER OF
 AD1496'A 18-INCH HIGH BLOCK OF CONCRETE FORMELY A MOTOR MOUNT AND IN
 AD1496'THE CENTER OF A 6-FOOT SQUARE BLOCK OF CONCRETE FLUSH WITH
 AD1496'GROUND.
 AD1496
 AD1496                          STATION RECOVERY (1984)
 AD1496
 AD1496'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1496'RECOVERED IN GOOD CONDITION EXCEPT THE COUNTRY CLUB IS NOW A COUNTY
 AD1496'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1494 ***********************************************************************
 AD1494  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1494  DESIGNATION -  872 5791 TIDAL 3
 AD1494  PID         -  AD1494
 AD1494  STATE/COUNTY-  FL/CHARLOTTE
 AD1494  USGS QUAD   -  CLEVELAND (1987)
 AD1494
 AD1494                         *CURRENT SURVEY CONTROL
 AD1494  ___________________________________________________________________
 AD1494* NAD 83(1986)-  26 59 19.     (N)    081 59 39.     (W)     SCALED    
 AD1494* NAVD 88     -         1.633  (meters)       5.36   (feet)  ADJUSTED  
 AD1494  ___________________________________________________________________
 AD1494  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AD1494  DYNAMIC HT  -           1.631 (meters)       5.35  (feet)  COMP
 AD1494  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AD1494
 AD1494  VERT ORDER  -  FIRST     CLASS I
 AD1494
 AD1494.The horizontal coordinates were scaled from a topographic map and have
 AD1494.an estimated accuracy of +/- 6 seconds.
 AD1494
 AD1494.The orthometric height was determined by differential leveling
 AD1494.and adjusted by the National Geodetic Survey in June 1991..
 AD1494
 AD1494.This Tidal Bench Mark is designated as VM 6076
 AD1494.by the Center for Operational Oceanographic Products and Services.
 AD1494
 AD1494.The geoid height was determined by GEOID03.
 AD1494
 AD1494.The dynamic height is computed by dividing the NAVD 88
 AD1494.geopotential number by the normal gravity value computed on the
 AD1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1494.degrees latitude (g = 980.6199 gals.).
 AD1494
 AD1494.The modeled gravity was interpolated from observed gravity values.
 AD1494
 AD1494;                    North         East    Units  Estimated Accuracy
 AD1494;SPC FL W     -   294,140.      200,580.      MT  (+/- 180 meters Scaled)
 AD1494
 AD1494                          SUPERSEDED SURVEY CONTROL
 AD1494
 AD1494  NGVD 29 (09/01/92)    1.979  (m)            6.49   (f) ADJUSTED    1 1
 AD1494
 AD1494.Superseded values are not recommended for survey control.
 AD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1494.See file dsdata.txt to determine how the superseded data were derived.
 AD1494
 AD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK013855(NAD 83)
 AD1494_MARKER: DJ = TIDAL STATION DISK
 AD1494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1494_SP_SET: CONCRETE WALKWAY
 AD1494_STAMPING: BM 3
 AD1494_MARK LOGO: CGS   
 AD1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1494
 AD1494  HISTORY     - Date     Condition        Report By
 AD1494  HISTORY     - UNK      MONUMENTED       CGS
 AD1494  HISTORY     - 1966     GOOD             NGS
 AD1494  HISTORY     - 1984     GOOD             FLDNR
 AD1494
 AD1494                          STATION DESCRIPTION
 AD1494
 AD1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1494'8.4 MI NE FROM PUNTA GORDA.
 AD1494'ABOUT 2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AD1494'JUNCTION OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE ABOUT 4.6
 AD1494'MILES EAST ALONG STATE HIGHWAY 776, THENCE ABOUT 0.3 MILE EAST
 AD1494'ALONG SUNNYBROOK DRIVE, THENCE ABOUT 0.3 MILE NORTH ALONG
 AD1494'BROADPOINT DRIVE, THENCE ABOUT 0.6 MILE EAST ALONG N. SAN MARINO
 AD1494'DRIVE, AT THE HARBOR HEIGHTS COUNTRY CLUB (ABANDONED), ABOUT
 AD1494'60 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE,
 AD1494'SET IN THE TOP AT THE NORTHEAST CORNER OF THE CONCRETE AREA
 AD1494'AROUND THE SWIMMING POOL AND LEVEL WITH THE AREA.
 AD1494
 AD1494                          STATION RECOVERY (1984)
 AD1494
 AD1494'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1494'RECOVERED IN GOOD CONDITION EXCEPT THE COUNTRY CLUB IS NOW A COUNTY
 AD1494'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7850 ***********************************************************************
 AG7850  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7850  DESIGNATION -  872 5809 A TIDAL
 AG7850  PID         -  AG7850
 AG7850  STATE/COUNTY-  FL/SARASOTA
 AG7850  USGS QUAD   -  VENICE (1987)
 AG7850
 AG7850                         *CURRENT SURVEY CONTROL
 AG7850  ___________________________________________________________________
 AG7850* NAD 83(1986)-  27 00 36.     (N)    082 24 42.     (W)     SCALED    
 AG7850* NAVD 88     -         1.533  (meters)       5.03   (feet)  ADJUSTED  
 AG7850  ___________________________________________________________________
 AG7850  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG7850  DYNAMIC HT  -           1.530 (meters)       5.02  (feet)  COMP
 AG7850  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AG7850
 AG7850  VERT ORDER  -  SECOND    CLASS I
 AG7850
 AG7850.The horizontal coordinates were scaled from a topographic map and have
 AG7850.an estimated accuracy of +/- 6 seconds.
 AG7850
 AG7850.The orthometric height was determined by differential leveling
 AG7850.and adjusted by the National Geodetic Survey in June 1991..
 AG7850
 AG7850.This Tidal Bench Mark is designated as VM 6077
 AG7850.by the Center for Operational Oceanographic Products and Services.
 AG7850
 AG7850.The geoid height was determined by GEOID03.
 AG7850
 AG7850.The dynamic height is computed by dividing the NAVD 88
 AG7850.geopotential number by the normal gravity value computed on the
 AG7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7850.degrees latitude (g = 980.6199 gals.).
 AG7850
 AG7850.The modeled gravity was interpolated from observed gravity values.
 AG7850
 AG7850;                    North         East    Units  Estimated Accuracy
 AG7850;SPC FL W     -   296,580.      159,150.      MT  (+/- 180 meters Scaled)
 AG7850
 AG7850                          SUPERSEDED SURVEY CONTROL
 AG7850
 AG7850.No superseded survey control is available for this station.
 AG7850
 AG7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK599883(NAD 83)
 AG7850_MARKER: DJ = TIDAL STATION DISK
 AG7850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7850_SP_SET: CULVERT HEADWALL
 AG7850_STAMPING: 5809 A 1977
 AG7850_MARK LOGO: NOS   
 AG7850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7850+STABILITY: SURFACE MOTION
 AG7850
 AG7850  HISTORY     - Date     Condition        Report By
 AG7850  HISTORY     - 1977     MONUMENTED       NOS
 AG7850  HISTORY     - 1983     GOOD             FLDNR
 AG7850  HISTORY     - 20020215 GOOD             USPSQD
 AG7850
 AG7850                          STATION DESCRIPTION
 AG7850
 AG7850'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7850'8.4 MI SE FROM VENICE.
 AG7850'BEGIN AT THE JUNCTION OF STATE ROAD 775 WITH U.S. HIGHWAY 41, GO 2.2
 AG7850'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7850'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7850'THE MARK BEARS 36 FEET SOUTHEAST OF THE CENTERLINE OF MANASOTA BEACH
 AG7850'ROAD, 106 FEET NORTHEAST OF THE CENTERLINE OF MANASOTA KEY ROAD, AND
 AG7850'ABOUT 300 FEET SOUTHWEST OF THE SOUTH CORNER OF THE BRIDGE OVER THE
 AG7850'INTRACOASTAL WATERWAY.
 AG7850
 AG7850                          STATION RECOVERY (2002)
 AG7850
 AG7850'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7850'CENTER OF CULVERT HEAD WALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7849 ***********************************************************************
 AG7849  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7849  DESIGNATION -  872 5809 B TIDAL
 AG7849  PID         -  AG7849
 AG7849  STATE/COUNTY-  FL/SARASOTA
 AG7849  USGS QUAD   -  VENICE (1987)
 AG7849
 AG7849                         *CURRENT SURVEY CONTROL
 AG7849  ___________________________________________________________________
 AG7849* NAD 83(1986)-  27 00 36.     (N)    082 24 42.     (W)     SCALED    
 AG7849* NAVD 88     -         1.509  (meters)       4.95   (feet)  ADJUSTED  
 AG7849  ___________________________________________________________________
 AG7849  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG7849  DYNAMIC HT  -           1.507 (meters)       4.94  (feet)  COMP
 AG7849  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AG7849
 AG7849  VERT ORDER  -  SECOND    CLASS I
 AG7849
 AG7849.The horizontal coordinates were scaled from a topographic map and have
 AG7849.an estimated accuracy of +/- 6 seconds.
 AG7849
 AG7849.The orthometric height was determined by differential leveling
 AG7849.and adjusted by the National Geodetic Survey in June 1991..
 AG7849
 AG7849.This Tidal Bench Mark is designated as VM 6078
 AG7849.by the Center for Operational Oceanographic Products and Services.
 AG7849
 AG7849.The geoid height was determined by GEOID03.
 AG7849
 AG7849.The dynamic height is computed by dividing the NAVD 88
 AG7849.geopotential number by the normal gravity value computed on the
 AG7849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7849.degrees latitude (g = 980.6199 gals.).
 AG7849
 AG7849.The modeled gravity was interpolated from observed gravity values.
 AG7849
 AG7849;                    North         East    Units  Estimated Accuracy
 AG7849;SPC FL W     -   296,580.      159,150.      MT  (+/- 180 meters Scaled)
 AG7849
 AG7849                          SUPERSEDED SURVEY CONTROL
 AG7849
 AG7849.No superseded survey control is available for this station.
 AG7849
 AG7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK599883(NAD 83)
 AG7849_MARKER: DJ = TIDAL STATION DISK
 AG7849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7849_SP_SET: CULVERT HEADWALL
 AG7849_STAMPING: 5809 B 1977
 AG7849_MARK LOGO: NOS   
 AG7849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7849+STABILITY: SURFACE MOTION
 AG7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7849+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 AG7849
 AG7849  HISTORY     - Date     Condition        Report By
 AG7849  HISTORY     - 1977     MONUMENTED       NOS
 AG7849  HISTORY     - 1983     GOOD             FLDNR
 AG7849  HISTORY     - 20020215 MARK NOT FOUND   USPSQD
 AG7849  HISTORY     - 20030110 GOOD             FL-115
 AG7849
 AG7849                          STATION DESCRIPTION
 AG7849
 AG7849'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7849'8.4 MI SE FROM VENICE.
 AG7849'BEGIN AT THE JUNCTION OF STATE ROAD 775 AND U.S. HIGHWAY 41, GO 2.2
 AG7849'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7849'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7849'THE MARK BEARS 35.9 FEET NORTHWEST OF THE CENTERLINE OF MANASOTA BEACH
 AG7849'ROAD, 97.5 FEET NORTHEAST OF THE CENTERLINE OF MANASOTA KEY ROAD, AND
 AG7849'ABOUT 300 FEET SOUTHWEST OF THE WEST CORNER OF THE BRIDGE OVER THE
 AG7849'INTRACOASTAL WATERWAY.
 AG7849
 AG7849                          STATION RECOVERY (2002)
 AG7849
 AG7849'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7849'APPEARS REMOVED FOR NEW CULVERT
 AG7849
 AG7849                          STATION RECOVERY (2003)
 AG7849
 AG7849'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7849'HEADWALL BURRIED
 AG7849' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7852 ***********************************************************************
 AG7852  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7852  DESIGNATION -  872 5809 C TIDAL
 AG7852  PID         -  AG7852
 AG7852  STATE/COUNTY-  FL/SARASOTA
 AG7852  USGS QUAD   -  VENICE (1987)
 AG7852
 AG7852                         *CURRENT SURVEY CONTROL
 AG7852  ___________________________________________________________________
 AG7852* NAD 83(1986)-  27 00 36.     (N)    082 24 42.     (W)     SCALED    
 AG7852* NAVD 88     -         2.798  (meters)       9.18   (feet)  ADJUSTED  
 AG7852  ___________________________________________________________________
 AG7852  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG7852  DYNAMIC HT  -           2.793 (meters)       9.16  (feet)  COMP
 AG7852  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AG7852
 AG7852  VERT ORDER  -  SECOND    CLASS I
 AG7852
 AG7852.The horizontal coordinates were scaled from a topographic map and have
 AG7852.an estimated accuracy of +/- 6 seconds.
 AG7852
 AG7852.The orthometric height was determined by differential leveling
 AG7852.and adjusted by the National Geodetic Survey in June 1991..
 AG7852
 AG7852.This Tidal Bench Mark is designated as VM 6079
 AG7852.by the Center for Operational Oceanographic Products and Services.
 AG7852
 AG7852.The geoid height was determined by GEOID03.
 AG7852
 AG7852.The dynamic height is computed by dividing the NAVD 88
 AG7852.geopotential number by the normal gravity value computed on the
 AG7852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7852.degrees latitude (g = 980.6199 gals.).
 AG7852
 AG7852.The modeled gravity was interpolated from observed gravity values.
 AG7852
 AG7852;                    North         East    Units  Estimated Accuracy
 AG7852;SPC FL W     -   296,580.      159,150.      MT  (+/- 180 meters Scaled)
 AG7852
 AG7852                          SUPERSEDED SURVEY CONTROL
 AG7852
 AG7852.No superseded survey control is available for this station.
 AG7852
 AG7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK599883(NAD 83)
 AG7852_MARKER: DJ = TIDAL STATION DISK
 AG7852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7852_SP_SET: CULVERT HEADWALL
 AG7852_STAMPING: 5809 C 1977
 AG7852_MARK LOGO: NOS   
 AG7852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7852+STABILITY: SURFACE MOTION
 AG7852
 AG7852  HISTORY     - Date     Condition        Report By
 AG7852  HISTORY     - 1977     MONUMENTED       NOS
 AG7852  HISTORY     - 1983     GOOD             FLDNR
 AG7852  HISTORY     - 20020215 GOOD             USPSQD
 AG7852  HISTORY     - 20030110 MARK NOT FOUND   FL-115
 AG7852
 AG7852                          STATION DESCRIPTION
 AG7852
 AG7852'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7852'8.4 MI SE FROM VENICE.
 AG7852'BEGIN AT THE JUNCTION OF STATE ROAD 775 WITH U.S. HIGHWAY 41, GO 2.2
 AG7852'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7852'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7852'THE MARK BEARS 23 FEET SOUTHWEST OF THE CENTERLINE OF MANASOTA KEY
 AG7852'ROAD, 127 FEET SOUTHEAST OF THE JUNCTION OF MANASOTA BEACH ROAD AND
 AG7852'MANASOTA KEY ROAD, AND 5 FEET NORTHWEST OF A FIRE HYDRANT.
 AG7852
 AG7852                          STATION RECOVERY (2002)
 AG7852
 AG7852'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7852'RECOVERED IN GOOD CONDITION.
 AG7852
 AG7852                          STATION RECOVERY (2003)
 AG7852
 AG7852'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7852'STORM BOX NO HEADWALL
 AG7852' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7848 ***********************************************************************
 AG7848  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7848  DESIGNATION -  872 5809 E TIDAL
 AG7848  PID         -  AG7848
 AG7848  STATE/COUNTY-  FL/SARASOTA
 AG7848  USGS QUAD   -  VENICE (1987)
 AG7848
 AG7848                         *CURRENT SURVEY CONTROL
 AG7848  ___________________________________________________________________
 AG7848* NAD 83(1986)-  27 00 36.     (N)    082 24 42.     (W)     SCALED    
 AG7848* NAVD 88     -         2.155  (meters)       7.07   (feet)  ADJUSTED  
 AG7848  ___________________________________________________________________
 AG7848  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG7848  DYNAMIC HT  -           2.152 (meters)       7.06  (feet)  COMP
 AG7848  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AG7848
 AG7848  VERT ORDER  -  SECOND    CLASS I
 AG7848
 AG7848.The horizontal coordinates were scaled from a topographic map and have
 AG7848.an estimated accuracy of +/- 6 seconds.
 AG7848
 AG7848.The orthometric height was determined by differential leveling
 AG7848.and adjusted by the National Geodetic Survey in June 1991..
 AG7848
 AG7848.This Tidal Bench Mark is designated as VM 6080
 AG7848.by the Center for Operational Oceanographic Products and Services.
 AG7848
 AG7848.The geoid height was determined by GEOID03.
 AG7848
 AG7848.The dynamic height is computed by dividing the NAVD 88
 AG7848.geopotential number by the normal gravity value computed on the
 AG7848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7848.degrees latitude (g = 980.6199 gals.).
 AG7848
 AG7848.The modeled gravity was interpolated from observed gravity values.
 AG7848
 AG7848;                    North         East    Units  Estimated Accuracy
 AG7848;SPC FL W     -   296,580.      159,150.      MT  (+/- 180 meters Scaled)
 AG7848
 AG7848                          SUPERSEDED SURVEY CONTROL
 AG7848
 AG7848.No superseded survey control is available for this station.
 AG7848
 AG7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK599883(NAD 83)
 AG7848_MARKER: DJ = TIDAL STATION DISK
 AG7848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7848_SP_SET: CONCRETE STORM DRAIN
 AG7848_STAMPING: 5809 E 1977
 AG7848_MARK LOGO: NOS   
 AG7848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7848
 AG7848  HISTORY     - Date     Condition        Report By
 AG7848  HISTORY     - 1977     MONUMENTED       NOS
 AG7848  HISTORY     - 1983     GOOD             FLDNR
 AG7848  HISTORY     - 20020215 GOOD             USPSQD
 AG7848
 AG7848                          STATION DESCRIPTION
 AG7848
 AG7848'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7848'8.4 MI SE FROM VENICE.
 AG7848'BEGIN AT THE JUNCTION OF STATE ROAD 775 AND U.S. HIGHWAY 41, GO 2.2
 AG7848'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7848'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7848'THE MARK BEARS 20.5 FEET NORTHWEST OF THE CENTERLINE OF MANASOTA BEACH
 AG7848'ROAD, 98 FEET NORTHEAST OF THE CENTERLINE OF MANASOTA KEY ROAD, AND
 AG7848'ABOUT 300 FEET SOUTHWEST OF THE WEST CORNER OF THE BRIDGE OVER THE
 AG7848'INTRACOASTAL WATERWAY.
 AG7848
 AG7848                          STATION RECOVERY (2002)
 AG7848
 AG7848'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7848'IN TOP OF CURB OVER CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7851 ***********************************************************************
 AG7851  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7851  DESIGNATION -  872 5809 F TIDAL
 AG7851  PID         -  AG7851
 AG7851  STATE/COUNTY-  FL/SARASOTA
 AG7851  USGS QUAD   -  VENICE (1987)
 AG7851
 AG7851                         *CURRENT SURVEY CONTROL
 AG7851  ___________________________________________________________________
 AG7851* NAD 83(1986)-  27 00 36.     (N)    082 24 42.     (W)     SCALED    
 AG7851* NAVD 88     -         3.039  (meters)       9.97   (feet)  ADJUSTED  
 AG7851  ___________________________________________________________________
 AG7851  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AG7851  DYNAMIC HT  -           3.034 (meters)       9.95  (feet)  COMP
 AG7851  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AG7851
 AG7851  VERT ORDER  -  SECOND    CLASS I
 AG7851
 AG7851.The horizontal coordinates were scaled from a topographic map and have
 AG7851.an estimated accuracy of +/- 6 seconds.
 AG7851
 AG7851.The orthometric height was determined by differential leveling
 AG7851.and adjusted by the National Geodetic Survey in June 1991..
 AG7851
 AG7851.This Tidal Bench Mark is designated as VM 6081
 AG7851.by the Center for Operational Oceanographic Products and Services.
 AG7851
 AG7851.The geoid height was determined by GEOID03.
 AG7851
 AG7851.The dynamic height is computed by dividing the NAVD 88
 AG7851.geopotential number by the normal gravity value computed on the
 AG7851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7851.degrees latitude (g = 980.6199 gals.).
 AG7851
 AG7851.The modeled gravity was interpolated from observed gravity values.
 AG7851
 AG7851;                    North         East    Units  Estimated Accuracy
 AG7851;SPC FL W     -   296,580.      159,150.      MT  (+/- 180 meters Scaled)
 AG7851
 AG7851                          SUPERSEDED SURVEY CONTROL
 AG7851
 AG7851.No superseded survey control is available for this station.
 AG7851
 AG7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK599883(NAD 83)
 AG7851_MARKER: DJ = TIDAL STATION DISK
 AG7851_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7851_SP_SET: COPPER-CLAD STEEL ROD
 AG7851_STAMPING: 5809 F 1977
 AG7851_MARK LOGO: NOS   
 AG7851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7851
 AG7851  HISTORY     - Date     Condition        Report By
 AG7851  HISTORY     - 1977     MONUMENTED       NOS
 AG7851  HISTORY     - 1983     GOOD             FLDNR
 AG7851  HISTORY     - 20020215 GOOD             USPSQD
 AG7851  HISTORY     - 20031124 POOR             INDIV
 AG7851  HISTORY     - 20031124 GOOD             INDIV
 AG7851
 AG7851                          STATION DESCRIPTION
 AG7851
 AG7851'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7851'8.4 MI SE FROM VENICE.
 AG7851'BEGIN AT THE JUNCTION OF STATE ROAD 775 WITH U.S. HIGHWAY 41, GO 2.2
 AG7851'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7851'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7851'THE MARK BEARS 35 FEET SOUTHWEST OF THE CENTERLINE OF MANASOTA KEY
 AG7851'ROAD, 36 FEET NORTHWEST OF THE EXTENDED CENTERLINE OF MANASOTA BEACH
 AG7851'ROAD, 2.5 FEET SOUTHWEST OF POWER POLE 5-2344-1561-04, AND IS SET ATOP
 AG7851'A COPPER-COATED STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PVC PIPE
 AG7851'THAT IS FLUSH WITH THE GROUND.
 AG7851
 AG7851                          STATION RECOVERY (2002)
 AG7851
 AG7851'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7851'RECOVERED IN GOOD CONDITION.
 AG7851
 AG7851                          STATION RECOVERY (2003)
 AG7851
 AG7851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JEO)
 AG7851'MARK RECOVERED IN POOR CONDITION.
 AG7851
 AG7851                          STATION RECOVERY (2003)
 AG7851
 AG7851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JEO)
 AG7851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7408 ***********************************************************************
 AF7408  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7408  DESIGNATION -  872 5835 A TIDAL
 AF7408  PID         -  AF7408
 AF7408  STATE/COUNTY-  FL/DE SOTO
 AF7408  USGS QUAD   -  FT OGDEN (1987)
 AF7408
 AF7408                         *CURRENT SURVEY CONTROL
 AF7408  ___________________________________________________________________
 AF7408* NAD 83(1986)-  27 02 39.     (N)    081 59 10.     (W)     SCALED    
 AF7408* NAVD 88     -         1.121  (meters)       3.68   (feet)  POSTED    
 AF7408  ___________________________________________________________________
 AF7408  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AF7408  DYNAMIC HT  -           1.120 (meters)       3.67  (feet)  COMP
 AF7408  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AF7408
 AF7408  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AF7408
 AF7408.The horizontal coordinates were scaled from a topographic map and have
 AF7408.an estimated accuracy of +/- 6 seconds.
 AF7408
 AF7408.The orthometric height was determined by differential leveling
 AF7408.and adjusted by the National Geodetic Survey in 1992..
 AF7408.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AF7408.rate greater than 8.0 mm/km.
 AF7408
 AF7408.This Tidal Bench Mark is designated as VM 6082
 AF7408.by the Center for Operational Oceanographic Products and Services.
 AF7408
 AF7408.The geoid height was determined by GEOID03.
 AF7408
 AF7408.The dynamic height is computed by dividing the NAVD 88
 AF7408.geopotential number by the normal gravity value computed on the
 AF7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7408.degrees latitude (g = 980.6199 gals.).
 AF7408
 AF7408.The modeled gravity was interpolated from observed gravity values.
 AF7408
 AF7408;                    North         East    Units  Estimated Accuracy
 AF7408;SPC FL W     -   300,300.      201,380.      MT  (+/- 180 meters Scaled)
 AF7408
 AF7408                          SUPERSEDED SURVEY CONTROL
 AF7408
 AF7408  NGVD 29 (09/01/92)    1.468  (m)            4.82   (f) ADJUSTED    2 1
 AF7408
 AF7408.Superseded values are not recommended for survey control.
 AF7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7408.See file dsdata.txt to determine how the superseded data were derived.
 AF7408
 AF7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK021917(NAD 83)
 AF7408_MARKER: DJ = TIDAL STATION DISK
 AF7408_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF7408+WITH SETTING: PAVEMENT
 AF7408_SP_SET: CONCRETE SLAB
 AF7408_STAMPING: 5835 A 1977
 AF7408_MARK LOGO: NOS   
 AF7408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7408+STABILITY: SURFACE MOTION
 AF7408
 AF7408  HISTORY     - Date     Condition        Report By
 AF7408  HISTORY     - 1977     MONUMENTED       NOS
 AF7408  HISTORY     - 1984     GOOD             FLDNR
 AF7408  HISTORY     - 19960501 GOOD             USPSQD
 AF7408  HISTORY     - 20010710 MARK NOT FOUND   USPSQD
 AF7408
 AF7408                          STATION DESCRIPTION
 AF7408
 AF7408'DESCRIBED BY FL DEPT OF NAT RES 1984
 AF7408'4.1 MI SW FROM FORT OGDEN.
 AF7408'BEGIN AT THE FORT OGDEN POST OFFICE, GO 1.95 MILES SOUTH ON U.S.
 AF7408'HIGHWAY 17 TO THE JUNCTION OF LIVERPOOL ROAD, GO 1.15 MILES WESTERLY
 AF7408'ON LIVERPOOL ROAD TO ITS END AND THE MARK.  THE MARK IS SET IN THE
 AF7408'CONCRETE SLAB FOR A WATER PUMP, 2 FEET SOUTHWEST OF THE WATER TANK, 7
 AF7408'FEET NORTH OF THE RIVER BANK, AND 81 FEET SOUTH-SOUTHEAST OF THE REST
 AF7408'ROOMS.
 AF7408
 AF7408                          STATION RECOVERY (1996)
 AF7408
 AF7408'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF7408'RECOVERED IN GOOD CONDITION.
 AF7408
 AF7408                          STATION RECOVERY (2001)
 AF7408
 AF7408'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF7408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7409 ***********************************************************************
 AF7409  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7409  DESIGNATION -  872 5835 B TIDAL
 AF7409  PID         -  AF7409
 AF7409  STATE/COUNTY-  FL/DE SOTO
 AF7409  USGS QUAD   -  FT OGDEN (1987)
 AF7409
 AF7409                         *CURRENT SURVEY CONTROL
 AF7409  ___________________________________________________________________
 AF7409* NAD 83(1986)-  27 02 39.     (N)    081 59 10.     (W)     SCALED    
 AF7409* NAVD 88     -         1.535  (meters)       5.04   (feet)  POSTED    
 AF7409  ___________________________________________________________________
 AF7409  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AF7409  DYNAMIC HT  -           1.530 (meters)       5.02  (feet)  COMP
 AF7409  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AF7409
 AF7409  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AF7409
 AF7409.The horizontal coordinates were scaled from a topographic map and have
 AF7409.an estimated accuracy of +/- 6 seconds.
 AF7409
 AF7409.The orthometric height was determined by differential leveling
 AF7409.and adjusted by the National Geodetic Survey in 1992..
 AF7409.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AF7409.rate greater than 8.0 mm/km.
 AF7409
 AF7409.This Tidal Bench Mark is designated as VM 6083
 AF7409.by the Center for Operational Oceanographic Products and Services.
 AF7409
 AF7409.The geoid height was determined by GEOID03.
 AF7409
 AF7409.The dynamic height is computed by dividing the NAVD 88
 AF7409.geopotential number by the normal gravity value computed on the
 AF7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7409.degrees latitude (g = 980.6199 gals.).
 AF7409
 AF7409.The modeled gravity was interpolated from observed gravity values.
 AF7409
 AF7409;                    North         East    Units  Estimated Accuracy
 AF7409;SPC FL W     -   300,300.      201,380.      MT  (+/- 180 meters Scaled)
 AF7409
 AF7409                          SUPERSEDED SURVEY CONTROL
 AF7409
 AF7409  NGVD 29 (09/01/92)    1.882  (m)            6.17   (f) ADJUSTED    2 1
 AF7409
 AF7409.Superseded values are not recommended for survey control.
 AF7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7409.See file dsdata.txt to determine how the superseded data were derived.
 AF7409
 AF7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK021917(NAD 83)
 AF7409_MARKER: DJ = TIDAL STATION DISK
 AF7409_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF7409+WITH SETTING: PAVEMENT
 AF7409_SP_SET: CONCRETE FLOOR
 AF7409_STAMPING: 5835 B 1977
 AF7409_MARK LOGO: NOS   
 AF7409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7409+STABILITY: SURFACE MOTION
 AF7409
 AF7409  HISTORY     - Date     Condition        Report By
 AF7409  HISTORY     - 1977     MONUMENTED       NOS
 AF7409  HISTORY     - 1984     GOOD             FLDNR
 AF7409  HISTORY     - 19960501 MARK NOT FOUND   USPSQD
 AF7409  HISTORY     - 20010710 MARK NOT FOUND   USPSQD
 AF7409
 AF7409                          STATION DESCRIPTION
 AF7409
 AF7409'DESCRIBED BY FL DEPT OF NAT RES 1984
 AF7409'4.1 MI SW FROM FORT OGDEN.
 AF7409'BEGIN AT THE FORT OGDEN POST OFFICE, GO 1.95 MILES SOUTH ON U.S.
 AF7409'HIGHWAY 17 TO THE JUNCTION OF LIVERPOOL ROAD, GO 1.15 MILES WESTERLY
 AF7409'ON LIVERPOOL ROAD TO ITS END AND THE MARK.  THE MARK IS SET IN THE
 AF7409'CONCRETE FLOOR AT THE ENTRANCE TO THE LADIES REST ROOM, 2.5 FEET WEST
 AF7409'OF THE DOOR, 30 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND 37
 AF7409'FEET SOUTH OF POWER POLE 5-5047-9502-08.
 AF7409
 AF7409                          STATION RECOVERY (1996)
 AF7409
 AF7409'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF7409'MARK NOT FOUND.
 AF7409
 AF7409                          STATION RECOVERY (2001)
 AF7409
 AF7409'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF7409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5099 ***********************************************************************
 AF5099  TIDAL BM    -  This is a Tidal Bench Mark.
 AF5099  DESIGNATION -  872 5835 TIDAL LIVERPOOL 4
 AF5099  PID         -  AF5099
 AF5099  STATE/COUNTY-  FL/DE SOTO
 AF5099  USGS QUAD   -  FT OGDEN (1987)
 AF5099
 AF5099                         *CURRENT SURVEY CONTROL
 AF5099  ___________________________________________________________________
 AF5099* NAD 83(1986)-  27 02 43.     (N)    081 59 08.     (W)     SCALED    
 AF5099* NAVD 88     -         1.040  (meters)       3.41   (feet)  ADJUSTED  
 AF5099  ___________________________________________________________________
 AF5099  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AF5099  DYNAMIC HT  -           1.038 (meters)       3.41  (feet)  COMP
 AF5099  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AF5099
 AF5099  VERT ORDER  -  FIRST     CLASS I
 AF5099
 AF5099.The horizontal coordinates were scaled from a topographic map and have
 AF5099.an estimated accuracy of +/- 6 seconds.
 AF5099
 AF5099.The orthometric height was determined by differential leveling
 AF5099.and adjusted by the National Geodetic Survey in June 1991..
 AF5099
 AF5099.This Tidal Bench Mark is designated as VM 6085
 AF5099.by the Center for Operational Oceanographic Products and Services.
 AF5099
 AF5099.The geoid height was determined by GEOID03.
 AF5099
 AF5099.The dynamic height is computed by dividing the NAVD 88
 AF5099.geopotential number by the normal gravity value computed on the
 AF5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5099.degrees latitude (g = 980.6199 gals.).
 AF5099
 AF5099.The modeled gravity was interpolated from observed gravity values.
 AF5099
 AF5099;                    North         East    Units  Estimated Accuracy
 AF5099;SPC FL W     -   300,420.      201,430.      MT  (+/- 180 meters Scaled)
 AF5099
 AF5099                          SUPERSEDED SURVEY CONTROL
 AF5099
 AF5099  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    1 1
 AF5099
 AF5099.Superseded values are not recommended for survey control.
 AF5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5099.See file dsdata.txt to determine how the superseded data were derived.
 AF5099
 AF5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK022918(NAD 83)
 AF5099_MARKER: DJ = TIDAL STATION DISK
 AF5099_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF5099+WITH SETTING: PAVEMENT
 AF5099_SP_SET: CONCRETE FLOOR
 AF5099_STAMPING: LIVERPOOL BM 4 1959
 AF5099_MARK LOGO: CGS   
 AF5099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5099+STABILITY: SURFACE MOTION
 AF5099
 AF5099  HISTORY     - Date     Condition        Report By
 AF5099  HISTORY     - 1959     MONUMENTED       CGS
 AF5099  HISTORY     - 1966     GOOD             NGS
 AF5099  HISTORY     - 1984     GOOD             FLDNR
 AF5099  HISTORY     - 19960501 GOOD             USPSQD
 AF5099  HISTORY     - 20010710 GOOD             USPSQD
 AF5099
 AF5099                          STATION DESCRIPTION
 AF5099
 AF5099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AF5099'4.4 MI SW FROM FORT OGDEN.
 AF5099'ABOUT 2.5 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AF5099'FROM THE STATION AT FORT OGDEN, THENCE ABOUT 1.9 MILES WEST AND
 AF5099'SOUTHWEST ALONG A BLACK TOPPED ROAD, AT LIVERPOOL FISH CAMP, IN
 AF5099'SECTION 35, R 23 E, T 39 S, SET IN THE TOP NEAR THE SOUTH SIDE OF
 AF5099'A CONCRETE FLOOR FOR A COVERED PICNIC SHED, 1.0 FOOT NORTH OF THE
 AF5099'SOUTH SIDE, 8.3 FEET WEST OF THE SOUTHEAST CORNER OF THE FLOOR,
 AF5099'13 FEET EAST OF THE EXTENDED CENTER LINE OF THE BLACK TOPPED
 AF5099'ROAD, 19 FEET WEST OF THE CENTER LINE OF THE BOAT RAMP, AND ABOUT
 AF5099'LEVEL WITH THE DRIVE.  TIDAL LIST-FLORIDA III 21.  ALSO ABOUT
 AF5099'2.35 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC COAST
 AF5099'LINE RAILROAD STATION AT FORT OGDEN, THENCE ABOUT 2.2 MILES WEST
 AF5099'AND SOUTHWEST ALONG A BLACK TOPPED ROAD.
 AF5099
 AF5099                          STATION RECOVERY (1984)
 AF5099
 AF5099'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF5099'RECOVERED IN GOOD CONDITION.
 AF5099
 AF5099                          STATION RECOVERY (1996)
 AF5099
 AF5099'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5099'RECOVERED IN GOOD CONDITION.
 AF5099
 AF5099                          STATION RECOVERY (2001)
 AF5099
 AF5099'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5100 ***********************************************************************
 AF5100  TIDAL BM    -  This is a Tidal Bench Mark.
 AF5100  DESIGNATION -  872 5835 TIDAL LIVERPOOL 1
 AF5100  PID         -  AF5100
 AF5100  STATE/COUNTY-  FL/DE SOTO
 AF5100  USGS QUAD   -  FT OGDEN (1987)
 AF5100
 AF5100                         *CURRENT SURVEY CONTROL
 AF5100  ___________________________________________________________________
 AF5100* NAD 83(1986)-  27 02 42.     (N)    081 59 05.     (W)     SCALED    
 AF5100* NAVD 88     -         1.529  (meters)       5.02   (feet)  ADJUSTED  
 AF5100  ___________________________________________________________________
 AF5100  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AF5100  DYNAMIC HT  -           1.527 (meters)       5.01  (feet)  COMP
 AF5100  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AF5100
 AF5100  VERT ORDER  -  FIRST     CLASS I
 AF5100
 AF5100.The horizontal coordinates were scaled from a topographic map and have
 AF5100.an estimated accuracy of +/- 6 seconds.
 AF5100
 AF5100.The orthometric height was determined by differential leveling
 AF5100.and adjusted by the National Geodetic Survey in June 1991..
 AF5100
 AF5100.This Tidal Bench Mark is designated as VM 6084
 AF5100.by the Center for Operational Oceanographic Products and Services.
 AF5100
 AF5100.The geoid height was determined by GEOID03.
 AF5100
 AF5100.The dynamic height is computed by dividing the NAVD 88
 AF5100.geopotential number by the normal gravity value computed on the
 AF5100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5100.degrees latitude (g = 980.6199 gals.).
 AF5100
 AF5100.The modeled gravity was interpolated from observed gravity values.
 AF5100
 AF5100;                    North         East    Units  Estimated Accuracy
 AF5100;SPC FL W     -   300,390.      201,520.      MT  (+/- 180 meters Scaled)
 AF5100
 AF5100                          SUPERSEDED SURVEY CONTROL
 AF5100
 AF5100  NGVD 29 (09/01/92)    1.876  (m)            6.15   (f) ADJUSTED    1 1
 AF5100
 AF5100.Superseded values are not recommended for survey control.
 AF5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5100.See file dsdata.txt to determine how the superseded data were derived.
 AF5100
 AF5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK023918(NAD 83)
 AF5100_MARKER: DJ = TIDAL STATION DISK
 AF5100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AF5100+WITH SETTING: INTO GROUND
 AF5100_SP_SET: METAL ROD WITH BASE PLATE
 AF5100_STAMPING: LIVERPOOL BM 1 1956
 AF5100_MARK LOGO: CGS   
 AF5100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5100+STABILITY: SURFACE MOTION
 AF5100
 AF5100  HISTORY     - Date     Condition        Report By
 AF5100  HISTORY     - 1956     MONUMENTED       CGS
 AF5100  HISTORY     - 1966     GOOD             NGS
 AF5100  HISTORY     - 1984     GOOD             FLDNR
 AF5100  HISTORY     - 19960501 GOOD             USPSQD
 AF5100  HISTORY     - 20010710 GOOD             USPSQD
 AF5100
 AF5100                          STATION DESCRIPTION
 AF5100
 AF5100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AF5100'4.4 MI SW FROM FORT OGDEN.
 AF5100'ABOUT 2.5 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AF5100'FROM THE STATION AT FORT OGDEN, THENCE ABOUT 1.9 MILES WEST AND
 AF5100'SOUTHWEST ALONG A BLACK TOPPED ROAD, AT LIVERPOOL FISH CAMP, IN
 AF5100'SECTION 35, R 23 E, T 39 S, 129 YARDS SOUTHEAST OF THE COVERED
 AF5100'PICNIC AREA, 99 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 AF5100'LEADING SOUTHEAST, 44.5 FEET WEST OF THE WEST CORNER OF THE
 AF5100'CONCRETE BLOCK STORE BUILDING, 108.0 FEET WEST OF TIDAL BENCH
 AF5100'MARK 3 DESCRIBED, AND SET IN TOP OF A 4-INCH IRON PIPE PROJECTING
 AF5100'1.4 FEET.  TIDAL LIST-FLORIDA III 21.
 AF5100
 AF5100                          STATION RECOVERY (1984)
 AF5100
 AF5100'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF5100'RECOVERED IN GOOD CONDITION.
 AF5100
 AF5100                          STATION RECOVERY (1996)
 AF5100
 AF5100'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5100'RECOVERED IN GOOD CONDITION.
 AF5100
 AF5100                          STATION RECOVERY (2001)
 AF5100
 AF5100'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5101 ***********************************************************************
 AF5101  TIDAL BM    -  This is a Tidal Bench Mark.
 AF5101  DESIGNATION -  872 5835 TIDAL LIVERPOOL 3
 AF5101  PID         -  AF5101
 AF5101  STATE/COUNTY-  FL/DE SOTO
 AF5101  USGS QUAD   -  FT OGDEN (1987)
 AF5101
 AF5101                         *CURRENT SURVEY CONTROL
 AF5101  ___________________________________________________________________
 AF5101* NAD 83(1986)-  27 02 41.     (N)    081 59 09.     (W)     SCALED    
 AF5101* NAVD 88     -         1.281  (meters)       4.20   (feet)  ADJUSTED  
 AF5101  ___________________________________________________________________
 AF5101  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AF5101  DYNAMIC HT  -           1.279 (meters)       4.20  (feet)  COMP
 AF5101  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AF5101
 AF5101  VERT ORDER  -  FIRST     CLASS I
 AF5101
 AF5101.The horizontal coordinates were scaled from a topographic map and have
 AF5101.an estimated accuracy of +/- 6 seconds.
 AF5101
 AF5101.The orthometric height was determined by differential leveling
 AF5101.and adjusted by the National Geodetic Survey in June 1991..
 AF5101
 AF5101.This Tidal Bench Mark is designated as VM 6086
 AF5101.by the Center for Operational Oceanographic Products and Services.
 AF5101
 AF5101.The geoid height was determined by GEOID03.
 AF5101
 AF5101.The dynamic height is computed by dividing the NAVD 88
 AF5101.geopotential number by the normal gravity value computed on the
 AF5101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5101.degrees latitude (g = 980.6199 gals.).
 AF5101
 AF5101.The modeled gravity was interpolated from observed gravity values.
 AF5101
 AF5101;                    North         East    Units  Estimated Accuracy
 AF5101;SPC FL W     -   300,360.      201,410.      MT  (+/- 180 meters Scaled)
 AF5101
 AF5101                          SUPERSEDED SURVEY CONTROL
 AF5101
 AF5101  NGVD 29 (09/01/92)    1.629  (m)            5.34   (f) ADJUSTED    1 1
 AF5101
 AF5101.Superseded values are not recommended for survey control.
 AF5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5101.See file dsdata.txt to determine how the superseded data were derived.
 AF5101
 AF5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK022917(NAD 83)
 AF5101_MARKER: DJ = TIDAL STATION DISK
 AF5101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5101_SP_SET: CONCRETE POST
 AF5101_STAMPING: LIVERPOOL 3
 AF5101_MARK LOGO: CGS   
 AF5101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5101+STABILITY: SURFACE MOTION
 AF5101
 AF5101  HISTORY     - Date     Condition        Report By
 AF5101  HISTORY     - UNK      MONUMENTED       CGS
 AF5101  HISTORY     - 1966     GOOD             NGS
 AF5101  HISTORY     - 1984     GOOD             FLDNR
 AF5101  HISTORY     - 19960501 GOOD             USPSQD
 AF5101  HISTORY     - 20010710 GOOD             USPSQD
 AF5101
 AF5101                          STATION DESCRIPTION
 AF5101
 AF5101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AF5101'4.4 MI SW FROM FORT OGDEN.
 AF5101'ABOUT 2.5 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AF5101'FROM THE STATION AT FORT OGDEN, THENCE ABOUT 1.9 MILES WEST AND
 AF5101'SOUTHWEST ALONG A BLACK TOPPED ROAD, AT LIVERPOOL FISH CAMP, IN
 AF5101'SECTION 35, R 23 E, T 39 S, 132 YARDS SOUTHEAST OF A COVERED
 AF5101'PICNIC AREA, 119 FEET NORTHEAST OF A WATER LINE, 47 FEET NORTHEAST
 AF5101'OF THE NORTH CORNER OF A CONCRETE BLOCK STORE BUILDING, 39 FEET
 AF5101'SOUTHEAST OF THE CENTER LINE OF ROAD LEADING TO GAS PUMPS FOR
 AF5101'BOATS, 108 FEET EAST OF TIDAL BENCH MARK 1 DESCRIBED, 1.2 FEET
 AF5101'FROM A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AF5101'FLUSH WITH THE GROUND.  TIDAL LIST-FLORIDA III 21.
 AF5101
 AF5101                          STATION RECOVERY (1984)
 AF5101
 AF5101'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF5101'RECOVERED IN GOOD CONDITION.
 AF5101
 AF5101                          STATION RECOVERY (1996)
 AF5101
 AF5101'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5101'RECOVERED IN GOOD CONDITION.
 AF5101
 AF5101                          STATION RECOVERY (2001)
 AF5101
 AF5101'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0930 ***********************************************************************
 AG0930  DESIGNATION -  872 5836 TIDAL 1
 AG0930  PID         -  AG0930
 AG0930  STATE/COUNTY-  FL/SARASOTA
 AG0930  USGS QUAD   -  MYAKKA RIVER (1987)
 AG0930
 AG0930                         *CURRENT SURVEY CONTROL
 AG0930  ___________________________________________________________________
 AG0930* NAD 83(1986)-  27 02 41.     (N)    082 17 35.     (W)     SCALED    
 AG0930* NAVD 88     -         1.075  (meters)       3.53   (feet)  ADJUSTED  
 AG0930  ___________________________________________________________________
 AG0930  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG0930  DYNAMIC HT  -           1.073 (meters)       3.52  (feet)  COMP
 AG0930  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 AG0930
 AG0930  VERT ORDER  -  SECOND    CLASS I
 AG0930
 AG0930.The horizontal coordinates were scaled from a topographic map and have
 AG0930.an estimated accuracy of +/- 6 seconds.
 AG0930
 AG0930.The orthometric height was determined by differential leveling
 AG0930.and adjusted by the National Geodetic Survey in June 1991..
 AG0930
 AG0930.The geoid height was determined by GEOID03.
 AG0930
 AG0930.The dynamic height is computed by dividing the NAVD 88
 AG0930.geopotential number by the normal gravity value computed on the
 AG0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0930.degrees latitude (g = 980.6199 gals.).
 AG0930
 AG0930.The modeled gravity was interpolated from observed gravity values.
 AG0930
 AG0930;                    North         East    Units  Estimated Accuracy
 AG0930;SPC FL W     -   300,390.      170,930.      MT  (+/- 180 meters Scaled)
 AG0930
 AG0930                          SUPERSEDED SURVEY CONTROL
 AG0930
 AG0930.No superseded survey control is available for this station.
 AG0930
 AG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717920(NAD 83)
 AG0930_MARKER: DJ = TIDAL STATION DISK
 AG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0930_SP_SET: CONCRETE POST
 AG0930_STAMPING: BM 1 RESET 1975
 AG0930_MARK LOGO: NGS   
 AG0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0930+STABILITY: SURFACE MOTION
 AG0930
 AG0930  HISTORY     - Date     Condition        Report By
 AG0930  HISTORY     - 1975     MONUMENTED       NGS
 AG0930  HISTORY     - 1984     GOOD             FLDNR
 AG0930  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 AG0930
 AG0930                          STATION DESCRIPTION
 AG0930
 AG0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG0930'3 MI W FROM NORTH PORT CHARLOTTE.
 AG0930'3.0 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG0930'BISCAYNE DRIVE AT THE STOP LIGHT IN NORTH PORT CHARLOTTE OR
 AG0930'11.3 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM
 AG0930'ITS JUNCTION WITH VENICE AVENUE IN VENICE, ON PROPERTY OF MRS.
 AG0930'HELEN HODGES, 121 PLAMORE DRIVE, VENICE, ON GROUNDS OF THE
 AG0930'PLAMORE APARTMENT AND MOTELS, SOUTH OF THE BRIDGE OVER THE
 AG0930'MYAKKA RIVER, 4 FEET SOUTHEAST OF HIGHWAY RIGHT-OF-WAY, 1.2 FEET
 AG0930'NORTHEAST OF THE NORTH CORNER OF THE SECOND CONCRETE BUILDING
 AG0930'WEST OF THE MYAKKA RIVER, A DISK SET IN THE TOP OF A 12-INCH
 AG0930'ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH GROUND.  TIDAL
 AG0930'STA 3-23.  SECTION 34, T39S, R20E.
 AG0930
 AG0930                          STATION RECOVERY (1984)
 AG0930
 AG0930'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG0930'RECOVERED IN GOOD CONDITION.
 AG0930
 AG0930                          STATION RECOVERY (2002)
 AG0930
 AG0930'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1039 ***********************************************************************
 AG1039  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1039  DESIGNATION -  872 5836 TIDAL 2
 AG1039  PID         -  AG1039
 AG1039  STATE/COUNTY-  FL/SARASOTA
 AG1039  USGS QUAD   -  MYAKKA RIVER (1987)
 AG1039
 AG1039                         *CURRENT SURVEY CONTROL
 AG1039  ___________________________________________________________________
 AG1039* NAD 83(1986)-  27 02 40.     (N)    082 17 35.     (W)     SCALED    
 AG1039* NAVD 88     -         1.171  (meters)       3.84   (feet)  ADJUSTED  
 AG1039  ___________________________________________________________________
 AG1039  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG1039  DYNAMIC HT  -           1.169 (meters)       3.84  (feet)  COMP
 AG1039  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 AG1039
 AG1039  VERT ORDER  -  SECOND    CLASS I
 AG1039
 AG1039.The horizontal coordinates were scaled from a topographic map and have
 AG1039.an estimated accuracy of +/- 6 seconds.
 AG1039
 AG1039.The orthometric height was determined by differential leveling
 AG1039.and adjusted by the National Geodetic Survey in June 1991..
 AG1039
 AG1039.This Tidal Bench Mark is designated as VM 6087
 AG1039.by the Center for Operational Oceanographic Products and Services.
 AG1039
 AG1039.The geoid height was determined by GEOID03.
 AG1039
 AG1039.The dynamic height is computed by dividing the NAVD 88
 AG1039.geopotential number by the normal gravity value computed on the
 AG1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1039.degrees latitude (g = 980.6199 gals.).
 AG1039
 AG1039.The modeled gravity was interpolated from observed gravity values.
 AG1039
 AG1039;                    North         East    Units  Estimated Accuracy
 AG1039;SPC FL W     -   300,360.      170,930.      MT  (+/- 180 meters Scaled)
 AG1039
 AG1039                          SUPERSEDED SURVEY CONTROL
 AG1039
 AG1039.No superseded survey control is available for this station.
 AG1039
 AG1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717920(NAD 83)
 AG1039_MARKER: DJ = TIDAL STATION DISK
 AG1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1039_SP_SET: CONCRETE POST
 AG1039_STAMPING: BM 2 RESET 1975
 AG1039_MARK LOGO: NGS   
 AG1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1039+STABILITY: SURFACE MOTION
 AG1039
 AG1039  HISTORY     - Date     Condition        Report By
 AG1039  HISTORY     - 1975     MONUMENTED       NGS
 AG1039  HISTORY     - 1984     GOOD             FLDNR
 AG1039  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 AG1039
 AG1039                          STATION DESCRIPTION
 AG1039
 AG1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1039'3 MI W FROM NORTH PORT CHARLOTTE.
 AG1039'3.0 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG1039'BISCAYNE DRIVE AT THE STOP LIGHT IN NORTH PORT CHARLOTTE OR 11.3
 AG1039'MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM ITS
 AG1039'JUNCTION WITH VENICE AVENUE IN VENICE, ON PROPERTY OF MRS. HELEN
 AG1039'HODGES, 121 PLAMORE DRIVE, VENICE, ON GROUNDS OF THE PLAMORE
 AG1039'APARTMENTS AND MOTELS, SOUTH OF BRIDGE OVER THE MYAKKA RIVER,
 AG1039'3.3 FEET WEST OF THE WEST CORNER OF TELEPHONE BOOTH, 2 FEET
 AG1039'SOUTHEAST OF HIGHWAY RIGHT-OF-WAY LINE, 1.2 FEET EAST OF THE
 AG1039'NORTH CORNER OF A CONCRETE BLOCK BUILDING AND A DISK SET IN THE
 AG1039'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 AG1039'WITH THE GROUND SURFACE.  TIDAL STA 3-23.  SECTION 34, T39S, R20E.
 AG1039
 AG1039                          STATION RECOVERY (1984)
 AG1039
 AG1039'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1039'RECOVERED IN GOOD CONDITION.
 AG1039
 AG1039                          STATION RECOVERY (2002)
 AG1039
 AG1039'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG1039'APPEARS BURIED UNDER ELEVATED HIGHWAY EARTHWORK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1863 ***********************************************************************
 AG1863  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1863  DESIGNATION -  872 5836 TIDAL 3
 AG1863  PID         -  AG1863
 AG1863  STATE/COUNTY-  FL/SARASOTA
 AG1863  USGS QUAD   -  MYAKKA RIVER (1987)
 AG1863
 AG1863                         *CURRENT SURVEY CONTROL
 AG1863  ___________________________________________________________________
 AG1863* NAD 83(1986)-  27 02 39.     (N)    082 17 34.     (W)     SCALED    
 AG1863* NAVD 88     -         1.160  (meters)       3.81   (feet)  ADJUSTED  
 AG1863  ___________________________________________________________________
 AG1863  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG1863  DYNAMIC HT  -           1.159 (meters)       3.80  (feet)  COMP
 AG1863  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 AG1863
 AG1863  VERT ORDER  -  FIRST     CLASS I
 AG1863
 AG1863.The horizontal coordinates were scaled from a topographic map and have
 AG1863.an estimated accuracy of +/- 6 seconds.
 AG1863
 AG1863.The orthometric height was determined by differential leveling
 AG1863.and adjusted by the National Geodetic Survey in June 1991..
 AG1863
 AG1863.This Tidal Bench Mark is designated as VM 14246
 AG1863.by the Center for Operational Oceanographic Products and Services.
 AG1863
 AG1863.The geoid height was determined by GEOID03.
 AG1863
 AG1863.The dynamic height is computed by dividing the NAVD 88
 AG1863.geopotential number by the normal gravity value computed on the
 AG1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1863.degrees latitude (g = 980.6199 gals.).
 AG1863
 AG1863.The modeled gravity was interpolated from observed gravity values.
 AG1863
 AG1863;                    North         East    Units  Estimated Accuracy
 AG1863;SPC FL W     -   300,330.      170,950.      MT  (+/- 180 meters Scaled)
 AG1863
 AG1863                          SUPERSEDED SURVEY CONTROL
 AG1863
 AG1863  NGVD 29 (??/??/92)    1.50   (m)            4.9    (f) COMPUTED    1 1
 AG1863
 AG1863.Superseded values are not recommended for survey control.
 AG1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1863.See file dsdata.txt to determine how the superseded data were derived.
 AG1863
 AG1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717919(NAD 83)
 AG1863_MARKER: DJ = TIDAL STATION DISK
 AG1863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1863_SP_SET: CONCRETE SIDEWALK
 AG1863_STAMPING: BM 3
 AG1863_MARK LOGO: CGS   
 AG1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1863
 AG1863  HISTORY     - Date     Condition        Report By
 AG1863  HISTORY     - 1959     MONUMENTED       CGS
 AG1863  HISTORY     - 1975     GOOD             NGS
 AG1863  HISTORY     - 1984     GOOD             FLDNR
 AG1863  HISTORY     - 20020110 GOOD             USPSQD
 AG1863
 AG1863                          STATION DESCRIPTION
 AG1863
 AG1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1863'3 MI W FROM NORTH PORT CHARLOTTE.
 AG1863'3.0 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG1863'BISCAYNE DRIVE AT THE STOP LIGHT IN NORTH PORT CHARLOTTE OR 11.3
 AG1863'MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM ITS
 AG1863'JUNCTION WITH VENICE AVENUE IN VENICE, ON PROPERTY OF MRS. HELEN
 AG1863'HODGES, 121 PLAMORE DRIVE, VENICE, ON GROUNDS OF THE PLAMORE
 AG1863'APARTMENTS AND MOTELS, 62 FEET NORTHWEST OF THE NORTHWEST SIDE
 AG1863'OF BOAT DOCK, 43 FEET SOUTHWEST OF THE WEST BANK OF MYAKKA RIVER,
 AG1863'AT THE NORTH CORNER OF A 2 STORY APARTMENT BUILDING CONSTRUCTED
 AG1863'OF BRICK AND BLOCK AND A DISK CEMENTED IN A DRILL HOLE IN THE
 AG1863'SIDEWALK AROUND THE BUILDING.  SEC 34, T39S, R20E.
 AG1863
 AG1863                          STATION RECOVERY (1984)
 AG1863
 AG1863'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1863'RECOVERED IN GOOD CONDITION.
 AG1863
 AG1863                          STATION RECOVERY (2002)
 AG1863
 AG1863'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7854 ***********************************************************************
 AG7854  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7854  DESIGNATION -  872 5837 A TIDAL
 AG7854  PID         -  AG7854
 AG7854  STATE/COUNTY-  FL/SARASOTA
 AG7854  USGS QUAD   -  MYAKKA RIVER (1987)
 AG7854
 AG7854                         *CURRENT SURVEY CONTROL
 AG7854  ___________________________________________________________________
 AG7854* NAD 83(1986)-  27 02 43.     (N)    082 17 36.     (W)     SCALED    
 AG7854* NAVD 88     -         1.234  (meters)       4.05   (feet)  ADJUSTED  
 AG7854  ___________________________________________________________________
 AG7854  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG7854  DYNAMIC HT  -           1.232 (meters)       4.04  (feet)  COMP
 AG7854  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 AG7854
 AG7854  VERT ORDER  -  SECOND    CLASS I
 AG7854
 AG7854.The horizontal coordinates were scaled from a topographic map and have
 AG7854.an estimated accuracy of +/- 6 seconds.
 AG7854
 AG7854.The orthometric height was determined by differential leveling
 AG7854.and adjusted by the National Geodetic Survey in June 1991..
 AG7854
 AG7854.This Tidal Bench Mark is designated as VM 6089
 AG7854.by the Center for Operational Oceanographic Products and Services.
 AG7854
 AG7854.The geoid height was determined by GEOID03.
 AG7854
 AG7854.The dynamic height is computed by dividing the NAVD 88
 AG7854.geopotential number by the normal gravity value computed on the
 AG7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7854.degrees latitude (g = 980.6199 gals.).
 AG7854
 AG7854.The modeled gravity was interpolated from observed gravity values.
 AG7854
 AG7854;                    North         East    Units  Estimated Accuracy
 AG7854;SPC FL W     -   300,460.      170,900.      MT  (+/- 180 meters Scaled)
 AG7854
 AG7854                          SUPERSEDED SURVEY CONTROL
 AG7854
 AG7854.No superseded survey control is available for this station.
 AG7854
 AG7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717921(NAD 83)
 AG7854_MARKER: DJ = TIDAL STATION DISK
 AG7854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7854_SP_SET: CONCRETE WALKWAY
 AG7854_STAMPING: 5837 A 1977
 AG7854_MARK LOGO: NOS   
 AG7854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7854
 AG7854  HISTORY     - Date     Condition        Report By
 AG7854  HISTORY     - 1977     MONUMENTED       NOS
 AG7854  HISTORY     - 1984     GOOD             FLDNR
 AG7854  HISTORY     - 20020110 GOOD             USPSQD
 AG7854
 AG7854                          STATION DESCRIPTION
 AG7854
 AG7854'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7854'11.95 MI SE FROM VENICE.
 AG7854'THE MARK IS NEAR THE SOUTHWEST END OF THE U.S. HIGHWAY 41 BRIDGE OVER
 AG7854'THE MYAKKA RIVER.  THE MARK IS SET IN THE CONCRETE WALKWAY IN FRONT OF
 AG7854'THE MYAKKA RIVER INN RESTAURANT WHICH IS ADJACENT TO THE BRIDGE, 4.2
 AG7854'FEET SOUTHWEST OF THE SOUTHWEST CORNER, 38 FEET NORTHEAST OF THE
 AG7854'CENTERLINE OF THE DRIVE, AND 56 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 AG7854'OF THE RESTAURANT.
 AG7854'THE MARK IS 1 FT ABOVE GROUND.
 AG7854
 AG7854                          STATION RECOVERY (2002)
 AG7854
 AG7854'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7855 ***********************************************************************
 AG7855  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7855  DESIGNATION -  872 5837 B TIDAL
 AG7855  PID         -  AG7855
 AG7855  STATE/COUNTY-  FL/SARASOTA
 AG7855  USGS QUAD   -  MYAKKA RIVER (1987)
 AG7855
 AG7855                         *CURRENT SURVEY CONTROL
 AG7855  ___________________________________________________________________
 AG7855* NAD 83(1986)-  27 02 43.     (N)    082 17 36.     (W)     SCALED    
 AG7855* NAVD 88     -         1.072  (meters)       3.52   (feet)  ADJUSTED  
 AG7855  ___________________________________________________________________
 AG7855  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG7855  DYNAMIC HT  -           1.070 (meters)       3.51  (feet)  COMP
 AG7855  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 AG7855
 AG7855  VERT ORDER  -  SECOND    CLASS I
 AG7855
 AG7855.The horizontal coordinates were scaled from a topographic map and have
 AG7855.an estimated accuracy of +/- 6 seconds.
 AG7855
 AG7855.The orthometric height was determined by differential leveling
 AG7855.and adjusted by the National Geodetic Survey in June 1991..
 AG7855
 AG7855.This Tidal Bench Mark is designated as VM 6090
 AG7855.by the Center for Operational Oceanographic Products and Services.
 AG7855
 AG7855.The geoid height was determined by GEOID03.
 AG7855
 AG7855.The dynamic height is computed by dividing the NAVD 88
 AG7855.geopotential number by the normal gravity value computed on the
 AG7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7855.degrees latitude (g = 980.6199 gals.).
 AG7855
 AG7855.The modeled gravity was interpolated from observed gravity values.
 AG7855
 AG7855;                    North         East    Units  Estimated Accuracy
 AG7855;SPC FL W     -   300,460.      170,900.      MT  (+/- 180 meters Scaled)
 AG7855
 AG7855                          SUPERSEDED SURVEY CONTROL
 AG7855
 AG7855.No superseded survey control is available for this station.
 AG7855
 AG7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717921(NAD 83)
 AG7855_MARKER: DJ = TIDAL STATION DISK
 AG7855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7855_SP_SET: CONCRETE STORM DRAIN
 AG7855_STAMPING: 5837 B 1977
 AG7855_MARK LOGO: NOS   
 AG7855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7855
 AG7855  HISTORY     - Date     Condition        Report By
 AG7855  HISTORY     - 1977     MONUMENTED       NOS
 AG7855  HISTORY     - 1984     GOOD             FLDNR
 AG7855  HISTORY     - 20020110 GOOD             USPSQD
 AG7855
 AG7855                          STATION DESCRIPTION
 AG7855
 AG7855'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7855'11.95 MI SE FROM VENICE.
 AG7855'THE MARK IS NEAR THE SOUTHWEST END OF THE U.S. HIGHWAY 41 BRIDGE OVER
 AG7855'THE MYAKKA RIVER.  THE MARK IS SET IN THE WEST CORNER OF THE DRAIN, 88
 AG7855'FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE BRIDGE, 84 FEET
 AG7855'SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, AND
 AG7855'34 FEET NORTHEAST OF THE DRIVE TO THE MYAKKA RIVER INN.
 AG7855'THE MARK IS 8 FT BELOW HIGHWAY.
 AG7855
 AG7855                          STATION RECOVERY (2002)
 AG7855
 AG7855'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7629 ***********************************************************************
 AG7629  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7629  DESIGNATION -  872 5858 A TIDAL
 AG7629  PID         -  AG7629
 AG7629  STATE/COUNTY-  FL/SARASOTA
 AG7629  USGS QUAD   -  VENICE (1987)
 AG7629
 AG7629                         *CURRENT SURVEY CONTROL
 AG7629  ___________________________________________________________________
 AG7629* NAD 83(1986)-  27 04 26.     (N)    082 27 05.     (W)     SCALED    
 AG7629* NAVD 88     -         2.449  (meters)       8.03   (feet)  ADJUSTED  
 AG7629  ___________________________________________________________________
 AG7629  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG7629  DYNAMIC HT  -           2.445 (meters)       8.02  (feet)  COMP
 AG7629  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AG7629
 AG7629  VERT ORDER  -  SECOND    CLASS I
 AG7629
 AG7629.The horizontal coordinates were scaled from a topographic map and have
 AG7629.an estimated accuracy of +/- 6 seconds.
 AG7629
 AG7629.The orthometric height was determined by differential leveling
 AG7629.and adjusted by the National Geodetic Survey in June 1991..
 AG7629
 AG7629.This Tidal Bench Mark is designated as VM 11353
 AG7629.by the Center for Operational Oceanographic Products and Services.
 AG7629
 AG7629.The geoid height was determined by GEOID03.
 AG7629
 AG7629.The dynamic height is computed by dividing the NAVD 88
 AG7629.geopotential number by the normal gravity value computed on the
 AG7629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7629.degrees latitude (g = 980.6199 gals.).
 AG7629
 AG7629.The modeled gravity was interpolated from observed gravity values.
 AG7629
 AG7629;                    North         East    Units  Estimated Accuracy
 AG7629;SPC FL W     -   303,670.      155,230.      MT  (+/- 180 meters Scaled)
 AG7629
 AG7629                          SUPERSEDED SURVEY CONTROL
 AG7629
 AG7629.No superseded survey control is available for this station.
 AG7629
 AG7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560954(NAD 83)
 AG7629_MARKER: DJ = TIDAL STATION DISK
 AG7629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7629_SP_SET: COPPER-CLAD STEEL ROD
 AG7629_STAMPING: 5858 A 1977
 AG7629_MARK LOGO: NOS   
 AG7629_PROJECTION: FLUSH
 AG7629_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7629+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 AG7629_ROD/PIPE-DEPTH: 12.2 meters
 AG7629
 AG7629  HISTORY     - Date     Condition        Report By
 AG7629  HISTORY     - 1977     MONUMENTED       NOS
 AG7629  HISTORY     - 1982     GOOD             FLDNR
 AG7629  HISTORY     - 1983     GOOD             FLDNR
 AG7629  HISTORY     - 19900421 GOOD             FLDNR
 AG7629  HISTORY     - 20020215 MARK NOT FOUND   USPSQD
 AG7629  HISTORY     - 20030110 GOOD             FL-115
 AG7629
 AG7629                          STATION DESCRIPTION
 AG7629
 AG7629'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7629'IN VENICE.
 AG7629'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE WEST ALONG AVENUE E TO THE
 AG7629'JUNCTION OF HARBOR DRIVE, THENCE 0.5 MILE SOUTH ALONG HARBOR DRIVE TO
 AG7629'THE VENICE MUNICIPAL PIER AND THE MARK.  THE MARK BEARS 1.8 FEET
 AG7629'NORTHWEST OF THE NORTHWEST CORNER OF THE VENICE FISHING PIER SIGN,
 AG7629'52.2 FEET WEST OF THE CENTERLINE OF HARBOR DRIVE, 50.0 FEET SOUTH OF
 AG7629'THE CENTERLINE OF THE ENTRANCE DRIVEWAY, 57.0 FEET NORTH OF THE
 AG7629'CENTERLINE OF THE EXIT DRIVE, AND 446 FEET EAST OF BENCH MARK 5858 B
 AG7629'1977.
 AG7629
 AG7629                          STATION RECOVERY (1983)
 AG7629
 AG7629'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7629'RECOVERED IN GOOD CONDITION EXCEPT ADD APPROXIMATELY 1500 FEET SOUTH
 AG7629'OF BENCH MARK 5858 C 1977.
 AG7629
 AG7629                          STATION RECOVERY (1990)
 AG7629
 AG7629'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7629'RECOVERED IN GOOD CONDITION.
 AG7629
 AG7629                          STATION RECOVERY (2002)
 AG7629
 AG7629'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7629'MARK NOT FOUND.
 AG7629
 AG7629                          STATION RECOVERY (2003)
 AG7629
 AG7629'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7629'0.2 FT. NORTH OF WOOD POST NEAR ROCK SIGN
 AG7629' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7630 ***********************************************************************
 AG7630  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7630  DESIGNATION -  872 5858 B TIDAL
 AG7630  PID         -  AG7630
 AG7630  STATE/COUNTY-  FL/SARASOTA
 AG7630  USGS QUAD   -  VENICE (1987)
 AG7630
 AG7630                         *CURRENT SURVEY CONTROL
 AG7630  ___________________________________________________________________
 AG7630* NAD 83(1986)-  27 04 26.     (N)    082 27 05.     (W)     SCALED    
 AG7630* NAVD 88     -         3.204  (meters)      10.51   (feet)  ADJUSTED  
 AG7630  ___________________________________________________________________
 AG7630  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AG7630  DYNAMIC HT  -           3.200 (meters)      10.50  (feet)  COMP
 AG7630  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AG7630
 AG7630  VERT ORDER  -  SECOND    CLASS I
 AG7630
 AG7630.The horizontal coordinates were scaled from a topographic map and have
 AG7630.an estimated accuracy of +/- 6 seconds.
 AG7630
 AG7630.The orthometric height was determined by differential leveling
 AG7630.and adjusted by the National Geodetic Survey in June 1991..
 AG7630
 AG7630.This Tidal Bench Mark is designated as VM 11354
 AG7630.by the Center for Operational Oceanographic Products and Services.
 AG7630
 AG7630.The geoid height was determined by GEOID03.
 AG7630
 AG7630.The dynamic height is computed by dividing the NAVD 88
 AG7630.geopotential number by the normal gravity value computed on the
 AG7630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7630.degrees latitude (g = 980.6199 gals.).
 AG7630
 AG7630.The modeled gravity was interpolated from observed gravity values.
 AG7630
 AG7630;                    North         East    Units  Estimated Accuracy
 AG7630;SPC FL W     -   303,670.      155,230.      MT  (+/- 180 meters Scaled)
 AG7630
 AG7630                          SUPERSEDED SURVEY CONTROL
 AG7630
 AG7630.No superseded survey control is available for this station.
 AG7630
 AG7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560954(NAD 83)
 AG7630_MARKER: DJ = TIDAL STATION DISK
 AG7630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7630_SP_SET: RETAINING WALL
 AG7630_STAMPING: 5858 B 1977
 AG7630_MARK LOGO: NOS   
 AG7630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7630+STABILITY: SURFACE MOTION
 AG7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7630+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1990
 AG7630
 AG7630  HISTORY     - Date     Condition        Report By
 AG7630  HISTORY     - 1977     MONUMENTED       NOS
 AG7630  HISTORY     - 1982     GOOD             FLDNR
 AG7630  HISTORY     - 1983     GOOD             FLDNR
 AG7630  HISTORY     - 19900421 GOOD             FLDNR
 AG7630  HISTORY     - 20020215 GOOD             USPSQD
 AG7630
 AG7630                          STATION DESCRIPTION
 AG7630
 AG7630'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7630'IN VENICE.
 AG7630'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE WEST ALONG AVENUE E TO THE
 AG7630'JUNCTION OF HARBOR DRIVE, THENCE 0.5 MILE SOUTH ALONG HARBOR DRIVE TO
 AG7630'THE VENICE MUNICIPAL PIER.  THE MARK IS IN THE SURFACE OF THE
 AG7630'NORTHEAST WINGWALL OF THE PIER.  THE MARK BEARS 1.5 FEET WEST OF THE
 AG7630'GUARDRAIL, 11 FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER WING,
 AG7630'47.0 FEET NORTHEAST OF THE EASTERN END OF THE PIER, 42.0 FEET WEST OF
 AG7630'THE NORTHWEST CORNER OF THE CONCESSION STAND, AND 446 FEET WEST OF
 AG7630'BENCH MARK 5858 A 1977.
 AG7630
 AG7630                          STATION RECOVERY (1983)
 AG7630
 AG7630'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (1990)
 AG7630
 AG7630'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (2002)
 AG7630
 AG7630'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7627 ***********************************************************************
 AG7627  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7627  DESIGNATION -  872 5858 C TIDAL
 AG7627  PID         -  AG7627
 AG7627  STATE/COUNTY-  FL/SARASOTA
 AG7627  USGS QUAD   -  VENICE (1987)
 AG7627
 AG7627                         *CURRENT SURVEY CONTROL
 AG7627  ___________________________________________________________________
 AG7627* NAD 83(1986)-  27 04 40.     (N)    082 27 05.     (W)     SCALED    
 AG7627* NAVD 88     -         3.908  (meters)      12.82   (feet)  ADJUSTED  
 AG7627  ___________________________________________________________________
 AG7627  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AG7627  DYNAMIC HT  -           3.902 (meters)      12.80  (feet)  COMP
 AG7627  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 AG7627
 AG7627  VERT ORDER  -  SECOND    CLASS I
 AG7627
 AG7627.The horizontal coordinates were scaled from a topographic map and have
 AG7627.an estimated accuracy of +/- 6 seconds.
 AG7627
 AG7627.The orthometric height was determined by differential leveling
 AG7627.and adjusted by the National Geodetic Survey in June 1991..
 AG7627
 AG7627.This Tidal Bench Mark is designated as VM 11355
 AG7627.by the Center for Operational Oceanographic Products and Services.
 AG7627
 AG7627.The geoid height was determined by GEOID03.
 AG7627
 AG7627.The dynamic height is computed by dividing the NAVD 88
 AG7627.geopotential number by the normal gravity value computed on the
 AG7627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7627.degrees latitude (g = 980.6199 gals.).
 AG7627
 AG7627.The modeled gravity was interpolated from observed gravity values.
 AG7627
 AG7627;                    North         East    Units  Estimated Accuracy
 AG7627;SPC FL W     -   304,100.      155,230.      MT  (+/- 180 meters Scaled)
 AG7627
 AG7627                          SUPERSEDED SURVEY CONTROL
 AG7627
 AG7627.No superseded survey control is available for this station.
 AG7627
 AG7627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560958(NAD 83)
 AG7627_MARKER: DJ = TIDAL STATION DISK
 AG7627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7627_SP_SET: COPPER-CLAD STEEL ROD
 AG7627_STAMPING: 5858 C 1977
 AG7627_MARK LOGO: NOS   
 AG7627_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7627+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1990
 AG7627
 AG7627  HISTORY     - Date     Condition        Report By
 AG7627  HISTORY     - 1977     MONUMENTED       NOS
 AG7627  HISTORY     - 1982     GOOD             FLDNR
 AG7627  HISTORY     - 1983     GOOD             FLDNR
 AG7627  HISTORY     - 19900421 GOOD             FLDNR
 AG7627  HISTORY     - 20020215 GOOD             USPSQD
 AG7627
 AG7627                          STATION DESCRIPTION
 AG7627
 AG7627'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7627'IN VENICE.
 AG7627'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE ALONG AVENUE E TO THE
 AG7627'JUNCTION OF HARBOR DRIVE, THENCE 0.2 MILE SOUTH ALONG HARBOR DRIVE TO
 AG7627'THE OLD VENICE COAST GUARD STATION AND THE MARK.  THE MARK BEARS 50.0
 AG7627'FEET WEST OF THE CENTERLINE OF HARBOR DRIVE, 26.0 FEET SOUTH OF THE
 AG7627'CENTERLINE OF THE PAVED DRIVEWAY TO THE COAST GUARD STATION,
 AG7627'APPROXIMATELY 1500 FEET NORTH OF BENCH MARK 5858 A 1977, AND 180 FEET
 AG7627'EAST-SOUTHEAST OF BENCH MARK IWSA 1 1950.  A COPPER-CLAD STEEL ROD
 AG7627'DRIVEN TO AN UNKNOWN DEPTH.
 AG7627
 AG7627                          STATION RECOVERY (1983)
 AG7627
 AG7627'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7627'RECOVERED IN GOOD CONDITION.
 AG7627
 AG7627                          STATION RECOVERY (1990)
 AG7627
 AG7627'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7627'RECOVERED IN GOOD CONDITION.
 AG7627
 AG7627                          STATION RECOVERY (2002)
 AG7627
 AG7627'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7632 ***********************************************************************
 AG7632  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7632  DESIGNATION -  872 5858 E TIDAL
 AG7632  PID         -  AG7632
 AG7632  STATE/COUNTY-  FL/SARASOTA
 AG7632  USGS QUAD   -  VENICE (1987)
 AG7632
 AG7632                         *CURRENT SURVEY CONTROL
 AG7632  ___________________________________________________________________
 AG7632* NAD 83(1986)-  27 04 40.     (N)    082 27 05.     (W)     SCALED    
 AG7632* NAVD 88     -         3.617  (meters)      11.87   (feet)  ADJUSTED  
 AG7632  ___________________________________________________________________
 AG7632  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AG7632  DYNAMIC HT  -           3.611 (meters)      11.85  (feet)  COMP
 AG7632  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 AG7632
 AG7632  VERT ORDER  -  SECOND    CLASS I
 AG7632
 AG7632.The horizontal coordinates were scaled from a topographic map and have
 AG7632.an estimated accuracy of +/- 6 seconds.
 AG7632
 AG7632.The orthometric height was determined by differential leveling
 AG7632.and adjusted by the National Geodetic Survey in June 1991..
 AG7632
 AG7632.This Tidal Bench Mark is designated as VM 11356
 AG7632.by the Center for Operational Oceanographic Products and Services.
 AG7632
 AG7632.The geoid height was determined by GEOID03.
 AG7632
 AG7632.The dynamic height is computed by dividing the NAVD 88
 AG7632.geopotential number by the normal gravity value computed on the
 AG7632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7632.degrees latitude (g = 980.6199 gals.).
 AG7632
 AG7632.The modeled gravity was interpolated from observed gravity values.
 AG7632
 AG7632;                    North         East    Units  Estimated Accuracy
 AG7632;SPC FL W     -   304,100.      155,230.      MT  (+/- 180 meters Scaled)
 AG7632
 AG7632                          SUPERSEDED SURVEY CONTROL
 AG7632
 AG7632.No superseded survey control is available for this station.
 AG7632
 AG7632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560958(NAD 83)
 AG7632_MARKER: DJ = TIDAL STATION DISK
 AG7632_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7632_SP_SET: FLAGPOLE BASE
 AG7632_STAMPING: 5858 E 1977
 AG7632_MARK LOGO: NOS   
 AG7632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7632+STABILITY: SURFACE MOTION
 AG7632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7632+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1990
 AG7632
 AG7632  HISTORY     - Date     Condition        Report By
 AG7632  HISTORY     - 1977     MONUMENTED       NOS
 AG7632  HISTORY     - 1982     GOOD             FLDNR
 AG7632  HISTORY     - 1983     GOOD             FLDNR
 AG7632  HISTORY     - 19900421 GOOD             FLDNR
 AG7632  HISTORY     - 20020215 GOOD             USPSQD
 AG7632
 AG7632                          STATION DESCRIPTION
 AG7632
 AG7632'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7632'IN VENICE.
 AG7632'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE WESTERLY ON AVENUE E TO
 AG7632'HARBOR DRIVE, THENCE 0.2 MILE SOUTH ALONG HARBOR DRIVE TO THE OLD
 AG7632'VENICE COAST GUARD STATION.  THE MARK IS IN THE NORTHEAST QUADRANT OF
 AG7632'THE CONCRETE BASE FOR THE FLAGPOLE.  THE MARK BEARS 0.7 FOOT SOUTHWEST
 AG7632'OF THE NORTHEAST CORNER OF THE SLAB, 2.0 FEET NORTHEAST OF THE
 AG7632'FLAGPOLE, 38 FEET SOUTH OF THE PAVED ENTRANCE DRIVE, 61 FEET NORTHEAST
 AG7632'OF THE NORTHEAST CORNER OF THE GENERATOR BUILDING, AND 197 FEET
 AG7632'SOUTHWEST OF BENCH MARK IWSA 1 1950.
 AG7632
 AG7632                          STATION RECOVERY (1983)
 AG7632
 AG7632'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (1990)
 AG7632
 AG7632'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (2002)
 AG7632
 AG7632'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7762 ***********************************************************************
 AG7762  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7762  DESIGNATION -  872 5889 A TIDAL
 AG7762  PID         -  AG7762
 AG7762  STATE/COUNTY-  FL/SARASOTA
 AG7762  USGS QUAD   -  VENICE (1987)
 AG7762
 AG7762                         *CURRENT SURVEY CONTROL
 AG7762  ___________________________________________________________________
 AG7762* NAD 83(1986)-  27 06 43.     (N)    082 27 09.     (W)     SCALED    
 AG7762* NAVD 88     -         0.759  (meters)       2.49   (feet)  ADJUSTED  
 AG7762  ___________________________________________________________________
 AG7762  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AG7762  DYNAMIC HT  -           0.758 (meters)       2.49  (feet)  COMP
 AG7762  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7762
 AG7762  VERT ORDER  -  SECOND    CLASS I
 AG7762
 AG7762.The horizontal coordinates were scaled from a topographic map and have
 AG7762.an estimated accuracy of +/- 6 seconds.
 AG7762
 AG7762.The orthometric height was determined by differential leveling
 AG7762.and adjusted by the National Geodetic Survey in June 1991..
 AG7762
 AG7762.This Tidal Bench Mark is designated as VM 10599
 AG7762.by the Center for Operational Oceanographic Products and Services.
 AG7762
 AG7762.The geoid height was determined by GEOID03.
 AG7762
 AG7762.The dynamic height is computed by dividing the NAVD 88
 AG7762.geopotential number by the normal gravity value computed on the
 AG7762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7762.degrees latitude (g = 980.6199 gals.).
 AG7762
 AG7762.The modeled gravity was interpolated from observed gravity values.
 AG7762
 AG7762;                    North         East    Units  Estimated Accuracy
 AG7762;SPC FL W     -   307,890.      155,130.      MT  (+/- 180 meters Scaled)
 AG7762
 AG7762                          SUPERSEDED SURVEY CONTROL
 AG7762
 AG7762.No superseded survey control is available for this station.
 AG7762
 AG7762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560996(NAD 83)
 AG7762_MARKER: DJ = TIDAL STATION DISK
 AG7762_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7762_SP_SET: CONCRETE SEAWALL
 AG7762_STAMPING: 5889 A 1977
 AG7762_MARK LOGO: NOS   
 AG7762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7762+STABILITY: SURFACE MOTION
 AG7762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7762+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2001
 AG7762
 AG7762  HISTORY     - Date     Condition        Report By
 AG7762  HISTORY     - 1977     MONUMENTED       NOS
 AG7762  HISTORY     - 1983     GOOD             FLDNR
 AG7762  HISTORY     - 1989     GOOD             USPSQD
 AG7762  HISTORY     - 20010713 GOOD             USPSQD
 AG7762  HISTORY     - 20020212 GOOD             USPSQD
 AG7762
 AG7762                          STATION DESCRIPTION
 AG7762
 AG7762'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7762'IN VENICE.
 AG7762'BEGIN AT THE CITY HALL IN VENICE, GO 0.55 MILE WEST ALONG VENICE
 AG7762'AVENUE TO THE JUNCTION OF THE ESPLANADE, GO 0.4 MILE NORTH ALONG THE
 AG7762'ESPLANADE TO TARPON CENTER DRIVE, GO 0.55 MILE WEST AND NORTH ALONG
 AG7762'TARPON CENTER DRIVE TO THE CROWS NEST MARINA.  THE MARK IS SET IN THE
 AG7762'CONCRETE SEAWALL AT THE SOUTHWEST CORNER OF THE MARINA AND BEARS 6.4
 AG7762'FEET NORTH OF A POWER POLE, 17 FEET NORTHWEST OF THE CENTERLINE OF THE
 AG7762'PARKING AREA, 42.5 FEET EAST OF THE CENTERLINE OF TARPON CENTER DRIVE,
 AG7762'132 FEET SOUTH-SOUTHEAST OF BENCH MARK 5889 E 1977, AND 108 FEET WEST
 AG7762'OF BENCH MARK 5889 C 1977.
 AG7762
 AG7762                          STATION RECOVERY (1989)
 AG7762
 AG7762'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG7762'RECOVERED IN GOOD CONDITION.
 AG7762
 AG7762                          STATION RECOVERY (2001)
 AG7762
 AG7762'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7762' 
 AG7762' MARKER COVERED BY MARINA DECK WITH A VIEW HOLE FOR OBSERVATION.
 AG7762
 AG7762                          STATION RECOVERY (2002)
 AG7762
 AG7762'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7762'MARK IS UNDER WOOD WALK WITH VIEWIMG HOLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7763 ***********************************************************************
 AG7763  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7763  DESIGNATION -  872 5889 E TIDAL
 AG7763  PID         -  AG7763
 AG7763  STATE/COUNTY-  FL/SARASOTA
 AG7763  USGS QUAD   -  VENICE (1987)
 AG7763
 AG7763                         *CURRENT SURVEY CONTROL
 AG7763  ___________________________________________________________________
 AG7763* NAD 83(1986)-  27 06 43.     (N)    082 27 09.     (W)     SCALED    
 AG7763* NAVD 88     -         0.774  (meters)       2.54   (feet)  ADJUSTED  
 AG7763  ___________________________________________________________________
 AG7763  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AG7763  DYNAMIC HT  -           0.773 (meters)       2.54  (feet)  COMP
 AG7763  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7763
 AG7763  VERT ORDER  -  SECOND    CLASS I
 AG7763
 AG7763.The horizontal coordinates were scaled from a topographic map and have
 AG7763.an estimated accuracy of +/- 6 seconds.
 AG7763
 AG7763.The orthometric height was determined by differential leveling
 AG7763.and adjusted by the National Geodetic Survey in June 1991..
 AG7763
 AG7763.This Tidal Bench Mark is designated as VM 10602
 AG7763.by the Center for Operational Oceanographic Products and Services.
 AG7763
 AG7763.The geoid height was determined by GEOID03.
 AG7763
 AG7763.The dynamic height is computed by dividing the NAVD 88
 AG7763.geopotential number by the normal gravity value computed on the
 AG7763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7763.degrees latitude (g = 980.6199 gals.).
 AG7763
 AG7763.The modeled gravity was interpolated from observed gravity values.
 AG7763
 AG7763;                    North         East    Units  Estimated Accuracy
 AG7763;SPC FL W     -   307,890.      155,130.      MT  (+/- 180 meters Scaled)
 AG7763
 AG7763                          SUPERSEDED SURVEY CONTROL
 AG7763
 AG7763.No superseded survey control is available for this station.
 AG7763
 AG7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560996(NAD 83)
 AG7763_MARKER: DJ = TIDAL STATION DISK
 AG7763_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7763_SP_SET: CONCRETE SEAWALL
 AG7763_STAMPING: 5889 E 1977
 AG7763_MARK LOGO: NOS   
 AG7763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7763+STABILITY: SURFACE MOTION
 AG7763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7763+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2001
 AG7763
 AG7763  HISTORY     - Date     Condition        Report By
 AG7763  HISTORY     - 1977     MONUMENTED       NOS
 AG7763  HISTORY     - 1983     GOOD             FLDNR
 AG7763  HISTORY     - 1989     GOOD             USPSQD
 AG7763  HISTORY     - 20010713 GOOD             USPSQD
 AG7763  HISTORY     - 20020221 GOOD             USPSQD
 AG7763
 AG7763                          STATION DESCRIPTION
 AG7763
 AG7763'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7763'IN VENICE.
 AG7763'BEGIN AT THE CITY HALL IN VENICE, GO 0.55 MILE WEST ALONG VENICE
 AG7763'AVENUE TO THE JUNCTION OF THE ESPLANADE, GO 0.4 MILE NORTH ALONG THE
 AG7763'ESPLANADE TO TARPON CENTER DRIVE, GO 0.55 MILE WEST AND NORTH ALONG
 AG7763'TARPON CENTER DRIVE TO THE CROWS NEST MARINA.  THE MARK IS SET IN THE
 AG7763'CONCRETE SEAWALL AND BEARS 132 FEET NORTH-NORTHWEST OF BENCH MARK 5889
 AG7763'A 1977, 7.3 FEET EAST-NORTHEAST OF A 12-INCH DIAMETER AUSTRALIAN PINE,
 AG7763'42.2 FEET EAST-NORTHEAST OF THE CENTERLINE OF TARPON CENTER DRIVE, AND
 AG7763'136.7 FEET WEST OF BENCH MARK CLUB 1983 JAX FLA.
 AG7763
 AG7763                          STATION RECOVERY (1989)
 AG7763
 AG7763'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG7763'RECOVERED IN GOOD CONDITION.
 AG7763
 AG7763                          STATION RECOVERY (2001)
 AG7763
 AG7763'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7763' 
 AG7763' MARKER COVERED BY MARINA DECK WITH A VIEW HOLE FOR OBSERVATION.
 AG7763
 AG7763                          STATION RECOVERY (2002)
 AG7763
 AG7763'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7763'VIEW THRU HOLE IN WOOD DECK TO HEADWALL UNDERNEATH
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7764 ***********************************************************************
 AG7764  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7764  DESIGNATION -  872 5889 F TIDAL
 AG7764  PID         -  AG7764
 AG7764  STATE/COUNTY-  FL/SARASOTA
 AG7764  USGS QUAD   -  VENICE (1987)
 AG7764
 AG7764                         *CURRENT SURVEY CONTROL
 AG7764  ___________________________________________________________________
 AG7764* NAD 83(1986)-  27 06 43.     (N)    082 27 09.     (W)     SCALED    
 AG7764* NAVD 88     -         0.799  (meters)       2.62   (feet)  ADJUSTED  
 AG7764  ___________________________________________________________________
 AG7764  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AG7764  DYNAMIC HT  -           0.798 (meters)       2.62  (feet)  COMP
 AG7764  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7764
 AG7764  VERT ORDER  -  SECOND    CLASS I
 AG7764
 AG7764.The horizontal coordinates were scaled from a topographic map and have
 AG7764.an estimated accuracy of +/- 6 seconds.
 AG7764
 AG7764.The orthometric height was determined by differential leveling
 AG7764.and adjusted by the National Geodetic Survey in June 1991..
 AG7764
 AG7764.This Tidal Bench Mark is designated as VM 10603
 AG7764.by the Center for Operational Oceanographic Products and Services.
 AG7764
 AG7764.The geoid height was determined by GEOID03.
 AG7764
 AG7764.The dynamic height is computed by dividing the NAVD 88
 AG7764.geopotential number by the normal gravity value computed on the
 AG7764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7764.degrees latitude (g = 980.6199 gals.).
 AG7764
 AG7764.The modeled gravity was interpolated from observed gravity values.
 AG7764
 AG7764;                    North         East    Units  Estimated Accuracy
 AG7764;SPC FL W     -   307,890.      155,130.      MT  (+/- 180 meters Scaled)
 AG7764
 AG7764                          SUPERSEDED SURVEY CONTROL
 AG7764
 AG7764.No superseded survey control is available for this station.
 AG7764
 AG7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560996(NAD 83)
 AG7764_MARKER: DJ = TIDAL STATION DISK
 AG7764_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7764_SP_SET: CONCRETE BASE FOR SIGN
 AG7764_STAMPING: 5889 F 1977
 AG7764_MARK LOGO: NOS   
 AG7764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7764+STABILITY: SURFACE MOTION
 AG7764
 AG7764  HISTORY     - Date     Condition        Report By
 AG7764  HISTORY     - 1977     MONUMENTED       NOS
 AG7764  HISTORY     - 1983     GOOD             FLDNR
 AG7764  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7764
 AG7764                          STATION DESCRIPTION
 AG7764
 AG7764'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7764'IN VENICE.
 AG7764'BEGIN AT THE CITY HALL IN VENICE, GO 0.55 MILE WEST ALONG VENICE
 AG7764'AVENUE TO THE JUNCTION OF THE ESPLANADE, GO 0.4 MILE NORTH ALONG THE
 AG7764'ESPLANADE TO TARPON CENTER DRIVE, GO 0.55 MILE WEST AND NORTH ALONG
 AG7764'TARPON CENTER DRIVE TO THE CROWS NEST MARINA.  THE MARK IS SET IN A
 AG7764'2.5-FOOT BY 2.5-FOOT CONCRETE BASE FOR A SIGN AND BEARS 111 FEET
 AG7764'NORTHWEST OF BENCH MARK 5889 E 1977, 3.8 FEET SOUTHWEST OF THE WATERS
 AG7764'EDGE, 39.6 FEET NORTHEAST OF THE CENTERLINE OF TARPON CENTER DRIVE,
 AG7764'AND 30.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE SEAWALL.
 AG7764
 AG7764                          STATION RECOVERY (1990)
 AG7764
 AG7764'RECOVERY NOTE BY US POWER SQUADRON 1990 (CFR)
 AG7764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7754 ***********************************************************************
 AG7754  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7754  DESIGNATION -  872 5902 A TIDAL
 AG7754  PID         -  AG7754
 AG7754  STATE/COUNTY-  FL/SARASOTA
 AG7754  USGS QUAD   -  LAUREL (1987)
 AG7754
 AG7754                         *CURRENT SURVEY CONTROL
 AG7754  ___________________________________________________________________
 AG7754* NAD 83(1986)-  27 07 31.     (N)    082 26 57.     (W)     SCALED    
 AG7754* NAVD 88     -         1.077  (meters)       3.53   (feet)  ADJUSTED  
 AG7754  ___________________________________________________________________
 AG7754  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AG7754  DYNAMIC HT  -           1.075 (meters)       3.53  (feet)  COMP
 AG7754  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AG7754
 AG7754  VERT ORDER  -  SECOND    CLASS I
 AG7754
 AG7754.The horizontal coordinates were scaled from a topographic map and have
 AG7754.an estimated accuracy of +/- 6 seconds.
 AG7754
 AG7754.The orthometric height was determined by differential leveling
 AG7754.and adjusted by the National Geodetic Survey in June 1991..
 AG7754
 AG7754.This Tidal Bench Mark is designated as VM 6097
 AG7754.by the Center for Operational Oceanographic Products and Services.
 AG7754
 AG7754.The geoid height was determined by GEOID03.
 AG7754
 AG7754.The dynamic height is computed by dividing the NAVD 88
 AG7754.geopotential number by the normal gravity value computed on the
 AG7754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7754.degrees latitude (g = 980.6199 gals.).
 AG7754
 AG7754.The modeled gravity was interpolated from observed gravity values.
 AG7754
 AG7754;                    North         East    Units  Estimated Accuracy
 AG7754;SPC FL W     -   309,360.      155,470.      MT  (+/- 180 meters Scaled)
 AG7754
 AG7754                          SUPERSEDED SURVEY CONTROL
 AG7754
 AG7754.No superseded survey control is available for this station.
 AG7754
 AG7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL563011(NAD 83)
 AG7754_MARKER: DJ = TIDAL STATION DISK
 AG7754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7754_SP_SET: CONCRETE SEAWALL
 AG7754_STAMPING: 5902 A 1977
 AG7754_MARK LOGO: NOS   
 AG7754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7754+STABILITY: SURFACE MOTION
 AG7754
 AG7754  HISTORY     - Date     Condition        Report By
 AG7754  HISTORY     - 1977     MONUMENTED       NOS
 AG7754  HISTORY     - 1983     GOOD             FLDNR
 AG7754  HISTORY     - 20010713 GOOD             USPSQD
 AG7754
 AG7754                          STATION DESCRIPTION
 AG7754
 AG7754'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7754'IN NOKOMIS.
 AG7754'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7754'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7754'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7754'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7754'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK IS SET
 AG7754'FLUSH IN THE SEAWALL, 7.2 FEET SOUTHEAST OF THE WATERS EDGE, 4.5 FEET
 AG7754'WEST OF THE GENINGTON NORTHWEST PROPERTY MARK, AND 96 FEET NORTHWEST
 AG7754'OF THE NORTH END OF CEIL COURT.
 AG7754
 AG7754                          STATION RECOVERY (2001)
 AG7754
 AG7754'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7756 ***********************************************************************
 AG7756  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7756  DESIGNATION -  872 5902 B TIDAL
 AG7756  PID         -  AG7756
 AG7756  STATE/COUNTY-  FL/SARASOTA
 AG7756  USGS QUAD   -  LAUREL (1987)
 AG7756
 AG7756                         *CURRENT SURVEY CONTROL
 AG7756  ___________________________________________________________________
 AG7756* NAD 83(1986)-  27 07 31.     (N)    082 26 57.     (W)     SCALED    
 AG7756* NAVD 88     -         1.305  (meters)       4.28   (feet)  ADJUSTED  
 AG7756  ___________________________________________________________________
 AG7756  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AG7756  DYNAMIC HT  -           1.303 (meters)       4.27  (feet)  COMP
 AG7756  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AG7756
 AG7756  VERT ORDER  -  SECOND    CLASS I
 AG7756
 AG7756.The horizontal coordinates were scaled from a topographic map and have
 AG7756.an estimated accuracy of +/- 6 seconds.
 AG7756
 AG7756.The orthometric height was determined by differential leveling
 AG7756.and adjusted by the National Geodetic Survey in June 1991..
 AG7756
 AG7756.This Tidal Bench Mark is designated as VM 6098
 AG7756.by the Center for Operational Oceanographic Products and Services.
 AG7756
 AG7756.The geoid height was determined by GEOID03.
 AG7756
 AG7756.The dynamic height is computed by dividing the NAVD 88
 AG7756.geopotential number by the normal gravity value computed on the
 AG7756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7756.degrees latitude (g = 980.6199 gals.).
 AG7756
 AG7756.The modeled gravity was interpolated from observed gravity values.
 AG7756
 AG7756;                    North         East    Units  Estimated Accuracy
 AG7756;SPC FL W     -   309,360.      155,470.      MT  (+/- 180 meters Scaled)
 AG7756
 AG7756                          SUPERSEDED SURVEY CONTROL
 AG7756
 AG7756.No superseded survey control is available for this station.
 AG7756
 AG7756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL563011(NAD 83)
 AG7756_MARKER: DJ = TIDAL STATION DISK
 AG7756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7756_SP_SET: CONCRETE SEAWALL
 AG7756_STAMPING: 5902 B 1977
 AG7756_MARK LOGO: NOS   
 AG7756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7756+STABILITY: SURFACE MOTION
 AG7756
 AG7756  HISTORY     - Date     Condition        Report By
 AG7756  HISTORY     - 1977     MONUMENTED       NOS
 AG7756  HISTORY     - 1983     GOOD             FLDNR
 AG7756  HISTORY     - 20010713 GOOD             USPSQD
 AG7756  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG7756
 AG7756                          STATION DESCRIPTION
 AG7756
 AG7756'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7756'IN NOKOMIS.
 AG7756'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7756'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7756'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7756'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7756'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK IS SET
 AG7756'FLUSH IN THE SEAWALL NEAR THE SOUTHWEST PROPERTY CORNER OF HOUSE
 AG7756'NUMBER 435.  THE MARK BEARS 64 FEET SOUTH OF BENCH MARK 5902 C 1977,
 AG7756'6.6 FEET EAST OF THE WATERS EDGE, AND 114 FEET WEST-NORTHWEST OF POWER
 AG7756'POLE NUMBER 14-1.
 AG7756
 AG7756                          STATION RECOVERY (2001)
 AG7756
 AG7756'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7756' 
 AG7756' LOCATED UNDER BUSH ON SEA WALL.
 AG7756
 AG7756                          STATION RECOVERY (2002)
 AG7756
 AG7756'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7756'APPEARS CEMENT CAP ON SEA WALL COVERS MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7755 ***********************************************************************
 AG7755  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7755  DESIGNATION -  872 5902 C TIDAL
 AG7755  PID         -  AG7755
 AG7755  STATE/COUNTY-  FL/SARASOTA
 AG7755  USGS QUAD   -  LAUREL (1987)
 AG7755
 AG7755                         *CURRENT SURVEY CONTROL
 AG7755  ___________________________________________________________________
 AG7755* NAD 83(1986)-  27 07 31.     (N)    082 26 57.     (W)     SCALED    
 AG7755* NAVD 88     -         1.446  (meters)       4.74   (feet)  ADJUSTED  
 AG7755  ___________________________________________________________________
 AG7755  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AG7755  DYNAMIC HT  -           1.444 (meters)       4.74  (feet)  COMP
 AG7755  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AG7755
 AG7755  VERT ORDER  -  SECOND    CLASS I
 AG7755
 AG7755.The horizontal coordinates were scaled from a topographic map and have
 AG7755.an estimated accuracy of +/- 6 seconds.
 AG7755
 AG7755.The orthometric height was determined by differential leveling
 AG7755.and adjusted by the National Geodetic Survey in June 1991..
 AG7755
 AG7755.This Tidal Bench Mark is designated as VM 6099
 AG7755.by the Center for Operational Oceanographic Products and Services.
 AG7755
 AG7755.The geoid height was determined by GEOID03.
 AG7755
 AG7755.The dynamic height is computed by dividing the NAVD 88
 AG7755.geopotential number by the normal gravity value computed on the
 AG7755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7755.degrees latitude (g = 980.6199 gals.).
 AG7755
 AG7755.The modeled gravity was interpolated from observed gravity values.
 AG7755
 AG7755;                    North         East    Units  Estimated Accuracy
 AG7755;SPC FL W     -   309,360.      155,470.      MT  (+/- 180 meters Scaled)
 AG7755
 AG7755                          SUPERSEDED SURVEY CONTROL
 AG7755
 AG7755.No superseded survey control is available for this station.
 AG7755
 AG7755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL563011(NAD 83)
 AG7755_MARKER: DJ = TIDAL STATION DISK
 AG7755_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7755_SP_SET: COPPER-CLAD STEEL ROD
 AG7755_STAMPING: 5902 C 1977
 AG7755_MARK LOGO: NOS   
 AG7755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7755
 AG7755  HISTORY     - Date     Condition        Report By
 AG7755  HISTORY     - 1977     MONUMENTED       NOS
 AG7755  HISTORY     - 1983     GOOD             FLDNR
 AG7755  HISTORY     - 20010713 MARK NOT FOUND   USPSQD
 AG7755  HISTORY     - 20020305 GOOD             USPSQD
 AG7755
 AG7755                          STATION DESCRIPTION
 AG7755
 AG7755'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7755'IN NOKOMIS.
 AG7755'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7755'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7755'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7755'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7755'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK BEARS 14.7
 AG7755'FEET EAST OF THE WATERS EDGE, 70.8 FEET WEST OF POWER POLE NUMBER 14,
 AG7755'102 FEET WEST OF THE CENTERLINE OF CEIL COURT, AND 16.5 FEET
 AG7755'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 437.  SET ON
 AG7755'THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AG7755
 AG7755                          STATION RECOVERY (2001)
 AG7755
 AG7755'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7755' 
 AG7755' 4 INCH X 4 INCH CEMENT MONUMENT FOUND. MAY BE ON TOP OF MARKER.
 AG7755
 AG7755                          STATION RECOVERY (2002)
 AG7755
 AG7755'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7753 ***********************************************************************
 AG7753  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7753  DESIGNATION -  872 5902 E TIDAL
 AG7753  PID         -  AG7753
 AG7753  STATE/COUNTY-  FL/SARASOTA
 AG7753  USGS QUAD   -  LAUREL (1987)
 AG7753
 AG7753                         *CURRENT SURVEY CONTROL
 AG7753  ___________________________________________________________________
 AG7753* NAD 83(1986)-  27 07 31.     (N)    082 26 57.     (W)     SCALED    
 AG7753* NAVD 88     -         1.099  (meters)       3.61   (feet)  ADJUSTED  
 AG7753  ___________________________________________________________________
 AG7753  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AG7753  DYNAMIC HT  -           1.098 (meters)       3.60  (feet)  COMP
 AG7753  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AG7753
 AG7753  VERT ORDER  -  SECOND    CLASS I
 AG7753
 AG7753.The horizontal coordinates were scaled from a topographic map and have
 AG7753.an estimated accuracy of +/- 6 seconds.
 AG7753
 AG7753.The orthometric height was determined by differential leveling
 AG7753.and adjusted by the National Geodetic Survey in June 1991..
 AG7753
 AG7753.This Tidal Bench Mark is designated as VM 6120
 AG7753.by the Center for Operational Oceanographic Products and Services.
 AG7753
 AG7753.The geoid height was determined by GEOID03.
 AG7753
 AG7753.The dynamic height is computed by dividing the NAVD 88
 AG7753.geopotential number by the normal gravity value computed on the
 AG7753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7753.degrees latitude (g = 980.6199 gals.).
 AG7753
 AG7753.The modeled gravity was interpolated from observed gravity values.
 AG7753
 AG7753;                    North         East    Units  Estimated Accuracy
 AG7753;SPC FL W     -   309,360.      155,470.      MT  (+/- 180 meters Scaled)
 AG7753
 AG7753                          SUPERSEDED SURVEY CONTROL
 AG7753
 AG7753.No superseded survey control is available for this station.
 AG7753
 AG7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL563011(NAD 83)
 AG7753_MARKER: DJ = TIDAL STATION DISK
 AG7753_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7753_SP_SET: COPPER-CLAD STEEL ROD
 AG7753_STAMPING: 5902 E 1977
 AG7753_MARK LOGO: NOS   
 AG7753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7753
 AG7753  HISTORY     - Date     Condition        Report By
 AG7753  HISTORY     - 1977     MONUMENTED       NOS
 AG7753  HISTORY     - 1983     GOOD             FLDNR
 AG7753  HISTORY     - 20010713 GOOD             USPSQD
 AG7753
 AG7753                          STATION DESCRIPTION
 AG7753
 AG7753'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7753'IN NOKOMIS.
 AG7753'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7753'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7753'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7753'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7753'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK IS LOCATED
 AG7753'IN A SMALL GRASSY CIRCLE WITH A PALM TREE AT THE END OF CEIL COURT.
 AG7753'THE MARK BEARS 125 FEET NORTH OF BENCH MARK 5902 F 1977, 26 FEET SOUTH
 AG7753'OF THE NORTHWEST END OF CEIL COURT, 49.2 FEET EAST OF POWER POLE
 AG7753'NUMBER 14-3, AND 42.7 FEET WEST OF POWER POLE NUMBER 14-7.  SET ON THE
 AG7753'TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AG7753
 AG7753                          STATION RECOVERY (2001)
 AG7753
 AG7753'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7753' 
 AG7753' POWER POLE REFERENCE NO. CHANGED TO 446.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7752 ***********************************************************************
 AG7752  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7752  DESIGNATION -  872 5902 F TIDAL
 AG7752  PID         -  AG7752
 AG7752  STATE/COUNTY-  FL/SARASOTA
 AG7752  USGS QUAD   -  LAUREL (1987)
 AG7752
 AG7752                         *CURRENT SURVEY CONTROL
 AG7752  ___________________________________________________________________
 AG7752* NAD 83(1986)-  27 07 31.     (N)    082 26 57.     (W)     SCALED    
 AG7752* NAVD 88     -         1.009  (meters)       3.31   (feet)  ADJUSTED  
 AG7752  ___________________________________________________________________
 AG7752  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AG7752  DYNAMIC HT  -           1.008 (meters)       3.31  (feet)  COMP
 AG7752  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AG7752
 AG7752  VERT ORDER  -  SECOND    CLASS I
 AG7752
 AG7752.The horizontal coordinates were scaled from a topographic map and have
 AG7752.an estimated accuracy of +/- 6 seconds.
 AG7752
 AG7752.The orthometric height was determined by differential leveling
 AG7752.and adjusted by the National Geodetic Survey in June 1991..
 AG7752
 AG7752.This Tidal Bench Mark is designated as VM 6121
 AG7752.by the Center for Operational Oceanographic Products and Services.
 AG7752
 AG7752.The geoid height was determined by GEOID03.
 AG7752
 AG7752.The dynamic height is computed by dividing the NAVD 88
 AG7752.geopotential number by the normal gravity value computed on the
 AG7752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7752.degrees latitude (g = 980.6199 gals.).
 AG7752
 AG7752.The modeled gravity was interpolated from observed gravity values.
 AG7752
 AG7752;                    North         East    Units  Estimated Accuracy
 AG7752;SPC FL W     -   309,360.      155,470.      MT  (+/- 180 meters Scaled)
 AG7752
 AG7752                          SUPERSEDED SURVEY CONTROL
 AG7752
 AG7752.No superseded survey control is available for this station.
 AG7752
 AG7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL563011(NAD 83)
 AG7752_MARKER: DJ = TIDAL STATION DISK
 AG7752_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7752_SP_SET: COPPER-CLAD STEEL ROD
 AG7752_STAMPING: 5902 F 1977
 AG7752_MARK LOGO: NOS   
 AG7752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7752
 AG7752  HISTORY     - Date     Condition        Report By
 AG7752  HISTORY     - 1977     MONUMENTED       NOS
 AG7752  HISTORY     - 1983     GOOD             FLDNR
 AG7752  HISTORY     - 20010713 GOOD             USPSQD
 AG7752
 AG7752                          STATION DESCRIPTION
 AG7752
 AG7752'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7752'IN NOKOMIS.
 AG7752'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7752'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7752'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7752'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7752'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK BEARS 117
 AG7752'FEET EAST-SOUTHEAST OF BENCH MARK 5902 B 1977, 26 FEET WEST OF THE
 AG7752'CENTERLINE OF CEIL COURT, AND 2.3 FEET EAST OF POWER POLE NUMBER 14-1.
 AG7752'SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AG7752
 AG7752                          STATION RECOVERY (2001)
 AG7752
 AG7752'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7752' 
 AG7752' 
 AG7752'   POWER POLE REFERENCE NO. CHANGED TO 433.
 AG7752' 
 AG7752' 
 AG7752' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7747 ***********************************************************************
 AG7747  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7747  DESIGNATION -  872 5916 A TIDAL
 AG7747  PID         -  AG7747
 AG7747  STATE/COUNTY-  FL/SARASOTA
 AG7747  USGS QUAD   -  LAUREL (1987)
 AG7747
 AG7747                         *CURRENT SURVEY CONTROL
 AG7747  ___________________________________________________________________
 AG7747* NAD 83(1986)-  27 09 39.     (N)    082 29 13.     (W)     SCALED    
 AG7747* NAVD 88     -         1.036  (meters)       3.40   (feet)  ADJUSTED  
 AG7747  ___________________________________________________________________
 AG7747  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7747  DYNAMIC HT  -           1.034 (meters)       3.39  (feet)  COMP
 AG7747  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7747
 AG7747  VERT ORDER  -  SECOND    CLASS I
 AG7747
 AG7747.The horizontal coordinates were scaled from a topographic map and have
 AG7747.an estimated accuracy of +/- 6 seconds.
 AG7747
 AG7747.The orthometric height was determined by differential leveling
 AG7747.and adjusted by the National Geodetic Survey in June 1991..
 AG7747
 AG7747.This Tidal Bench Mark is designated as VM 6102
 AG7747.by the Center for Operational Oceanographic Products and Services.
 AG7747
 AG7747.The geoid height was determined by GEOID03.
 AG7747
 AG7747.The dynamic height is computed by dividing the NAVD 88
 AG7747.geopotential number by the normal gravity value computed on the
 AG7747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7747.degrees latitude (g = 980.6199 gals.).
 AG7747
 AG7747.The modeled gravity was interpolated from observed gravity values.
 AG7747
 AG7747;                    North         East    Units  Estimated Accuracy
 AG7747;SPC FL W     -   313,320.      151,740.      MT  (+/- 180 meters Scaled)
 AG7747
 AG7747                          SUPERSEDED SURVEY CONTROL
 AG7747
 AG7747.No superseded survey control is available for this station.
 AG7747
 AG7747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526051(NAD 83)
 AG7747_MARKER: DJ = TIDAL STATION DISK
 AG7747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7747_SP_SET: CONCRETE SEAWALL
 AG7747_STAMPING: 5916 A 1977
 AG7747_MARK LOGO: NOS   
 AG7747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7747+STABILITY: SURFACE MOTION
 AG7747
 AG7747  HISTORY     - Date     Condition        Report By
 AG7747  HISTORY     - 1977     MONUMENTED       NOS
 AG7747  HISTORY     - 1983     GOOD             FLDNR
 AG7747
 AG7747                          STATION DESCRIPTION
 AG7747
 AG7747'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7747'5.7 MI NW FROM LAUREL.
 AG7747'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7747'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7747'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7747'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7747'THE MARK BEARS 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 AG7747'SOUTH OF THE NORTH END OF THE SEAWALL, AND 46.4 FEET NORTH OF A WOODEN
 AG7747'BOAT DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7748 ***********************************************************************
 AG7748  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7748  DESIGNATION -  872 5916 B TIDAL
 AG7748  PID         -  AG7748
 AG7748  STATE/COUNTY-  FL/SARASOTA
 AG7748  USGS QUAD   -  LAUREL (1987)
 AG7748
 AG7748                         *CURRENT SURVEY CONTROL
 AG7748  ___________________________________________________________________
 AG7748* NAD 83(1986)-  27 09 39.     (N)    082 29 13.     (W)     SCALED    
 AG7748* NAVD 88     -         1.073  (meters)       3.52   (feet)  ADJUSTED  
 AG7748  ___________________________________________________________________
 AG7748  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7748  DYNAMIC HT  -           1.072 (meters)       3.52  (feet)  COMP
 AG7748  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7748
 AG7748  VERT ORDER  -  SECOND    CLASS I
 AG7748
 AG7748.The horizontal coordinates were scaled from a topographic map and have
 AG7748.an estimated accuracy of +/- 6 seconds.
 AG7748
 AG7748.The orthometric height was determined by differential leveling
 AG7748.and adjusted by the National Geodetic Survey in June 1991..
 AG7748
 AG7748.This Tidal Bench Mark is designated as VM 6103
 AG7748.by the Center for Operational Oceanographic Products and Services.
 AG7748
 AG7748.The geoid height was determined by GEOID03.
 AG7748
 AG7748.The dynamic height is computed by dividing the NAVD 88
 AG7748.geopotential number by the normal gravity value computed on the
 AG7748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7748.degrees latitude (g = 980.6199 gals.).
 AG7748
 AG7748.The modeled gravity was interpolated from observed gravity values.
 AG7748
 AG7748;                    North         East    Units  Estimated Accuracy
 AG7748;SPC FL W     -   313,320.      151,740.      MT  (+/- 180 meters Scaled)
 AG7748
 AG7748                          SUPERSEDED SURVEY CONTROL
 AG7748
 AG7748.No superseded survey control is available for this station.
 AG7748
 AG7748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526051(NAD 83)
 AG7748_MARKER: DJ = TIDAL STATION DISK
 AG7748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7748_SP_SET: CONCRETE SEAWALL
 AG7748_STAMPING: 5916 B 1977
 AG7748_MARK LOGO: NOS   
 AG7748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7748+STABILITY: SURFACE MOTION
 AG7748
 AG7748  HISTORY     - Date     Condition        Report By
 AG7748  HISTORY     - 1977     MONUMENTED       NOS
 AG7748  HISTORY     - 1983     GOOD             FLDNR
 AG7748
 AG7748                          STATION DESCRIPTION
 AG7748
 AG7748'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7748'5.7 MI NW FROM LAUREL.
 AG7748'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7748'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7748'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7748'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7748'THE MARK BEARS 34 FEET EAST OF THE CENTERLINE OF THE ROAD, 28.4 FEET
 AG7748'SOUTH OF A WOODEN BOAT DOCK, AND 81.5 FEET SOUTH OF THE NORTH END OF
 AG7748'THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7749 ***********************************************************************
 AG7749  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7749  DESIGNATION -  872 5916 C TIDAL
 AG7749  PID         -  AG7749
 AG7749  STATE/COUNTY-  FL/SARASOTA
 AG7749  USGS QUAD   -  LAUREL (1987)
 AG7749
 AG7749                         *CURRENT SURVEY CONTROL
 AG7749  ___________________________________________________________________
 AG7749* NAD 83(1986)-  27 09 39.     (N)    082 29 13.     (W)     SCALED    
 AG7749* NAVD 88     -         1.077  (meters)       3.53   (feet)  ADJUSTED  
 AG7749  ___________________________________________________________________
 AG7749  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7749  DYNAMIC HT  -           1.075 (meters)       3.53  (feet)  COMP
 AG7749  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7749
 AG7749  VERT ORDER  -  SECOND    CLASS I
 AG7749
 AG7749.The horizontal coordinates were scaled from a topographic map and have
 AG7749.an estimated accuracy of +/- 6 seconds.
 AG7749
 AG7749.The orthometric height was determined by differential leveling
 AG7749.and adjusted by the National Geodetic Survey in June 1991..
 AG7749
 AG7749.This Tidal Bench Mark is designated as VM 6104
 AG7749.by the Center for Operational Oceanographic Products and Services.
 AG7749
 AG7749.The geoid height was determined by GEOID03.
 AG7749
 AG7749.The dynamic height is computed by dividing the NAVD 88
 AG7749.geopotential number by the normal gravity value computed on the
 AG7749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7749.degrees latitude (g = 980.6199 gals.).
 AG7749
 AG7749.The modeled gravity was interpolated from observed gravity values.
 AG7749
 AG7749;                    North         East    Units  Estimated Accuracy
 AG7749;SPC FL W     -   313,320.      151,740.      MT  (+/- 180 meters Scaled)
 AG7749
 AG7749                          SUPERSEDED SURVEY CONTROL
 AG7749
 AG7749.No superseded survey control is available for this station.
 AG7749
 AG7749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526051(NAD 83)
 AG7749_MARKER: DJ = TIDAL STATION DISK
 AG7749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7749_SP_SET: CONCRETE SEAWALL
 AG7749_STAMPING: 5916 C 1977
 AG7749_MARK LOGO: NOS   
 AG7749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7749+STABILITY: SURFACE MOTION
 AG7749
 AG7749  HISTORY     - Date     Condition        Report By
 AG7749  HISTORY     - 1977     MONUMENTED       NOS
 AG7749  HISTORY     - 1983     GOOD             FLDNR
 AG7749
 AG7749                          STATION DESCRIPTION
 AG7749
 AG7749'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7749'5.7 MI NW FROM LAUREL.
 AG7749'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7749'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7749'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7749'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7749'THE MARK BEARS 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 154.5 FEET
 AG7749'SOUTH OF THE NORTH END OF THE SEAWALL, AND IS ACROSS THE ROAD FROM THE
 AG7749'DRIVEWAY TO HOUSE 2613.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7750 ***********************************************************************
 AG7750  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7750  DESIGNATION -  872 5916 D TIDAL
 AG7750  PID         -  AG7750
 AG7750  STATE/COUNTY-  FL/SARASOTA
 AG7750  USGS QUAD   -  LAUREL (1987)
 AG7750
 AG7750                         *CURRENT SURVEY CONTROL
 AG7750  ___________________________________________________________________
 AG7750* NAD 83(1986)-  27 09 39.     (N)    082 29 13.     (W)     SCALED    
 AG7750* NAVD 88     -         1.084  (meters)       3.56   (feet)  ADJUSTED  
 AG7750  ___________________________________________________________________
 AG7750  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7750  DYNAMIC HT  -           1.082 (meters)       3.55  (feet)  COMP
 AG7750  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7750
 AG7750  VERT ORDER  -  SECOND    CLASS I
 AG7750
 AG7750.The horizontal coordinates were scaled from a topographic map and have
 AG7750.an estimated accuracy of +/- 6 seconds.
 AG7750
 AG7750.The orthometric height was determined by differential leveling
 AG7750.and adjusted by the National Geodetic Survey in June 1991..
 AG7750
 AG7750.This Tidal Bench Mark is designated as VM 6105
 AG7750.by the Center for Operational Oceanographic Products and Services.
 AG7750
 AG7750.The geoid height was determined by GEOID03.
 AG7750
 AG7750.The dynamic height is computed by dividing the NAVD 88
 AG7750.geopotential number by the normal gravity value computed on the
 AG7750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7750.degrees latitude (g = 980.6199 gals.).
 AG7750
 AG7750.The modeled gravity was interpolated from observed gravity values.
 AG7750
 AG7750;                    North         East    Units  Estimated Accuracy
 AG7750;SPC FL W     -   313,320.      151,740.      MT  (+/- 180 meters Scaled)
 AG7750
 AG7750                          SUPERSEDED SURVEY CONTROL
 AG7750
 AG7750.No superseded survey control is available for this station.
 AG7750
 AG7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526051(NAD 83)
 AG7750_MARKER: DJ = TIDAL STATION DISK
 AG7750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7750_SP_SET: CONCRETE SEAWALL
 AG7750_STAMPING: 5916 D 1977
 AG7750_MARK LOGO: NOS   
 AG7750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7750+STABILITY: SURFACE MOTION
 AG7750
 AG7750  HISTORY     - Date     Condition        Report By
 AG7750  HISTORY     - 1977     MONUMENTED       NOS
 AG7750  HISTORY     - 1983     GOOD             FLDNR
 AG7750
 AG7750                          STATION DESCRIPTION
 AG7750
 AG7750'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7750'5.7 MI NW FROM LAUREL.
 AG7750'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7750'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7750'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7750'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7750'THE MARK BEARS 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 266 FEET
 AG7750'SOUTH OF THE NORTH END OF THE SEAWALL, AND IS ACROSS THE ROAD FROM
 AG7750'HOUSE 2613.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7751 ***********************************************************************
 AG7751  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7751  DESIGNATION -  872 5916 E TIDAL
 AG7751  PID         -  AG7751
 AG7751  STATE/COUNTY-  FL/SARASOTA
 AG7751  USGS QUAD   -  LAUREL (1987)
 AG7751
 AG7751                         *CURRENT SURVEY CONTROL
 AG7751  ___________________________________________________________________
 AG7751* NAD 83(1986)-  27 09 39.     (N)    082 29 13.     (W)     SCALED    
 AG7751* NAVD 88     -         1.109  (meters)       3.64   (feet)  ADJUSTED  
 AG7751  ___________________________________________________________________
 AG7751  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7751  DYNAMIC HT  -           1.107 (meters)       3.63  (feet)  COMP
 AG7751  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7751
 AG7751  VERT ORDER  -  SECOND    CLASS I
 AG7751
 AG7751.The horizontal coordinates were scaled from a topographic map and have
 AG7751.an estimated accuracy of +/- 6 seconds.
 AG7751
 AG7751.The orthometric height was determined by differential leveling
 AG7751.and adjusted by the National Geodetic Survey in June 1991..
 AG7751
 AG7751.This Tidal Bench Mark is designated as VM 6106
 AG7751.by the Center for Operational Oceanographic Products and Services.
 AG7751
 AG7751.The geoid height was determined by GEOID03.
 AG7751
 AG7751.The dynamic height is computed by dividing the NAVD 88
 AG7751.geopotential number by the normal gravity value computed on the
 AG7751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7751.degrees latitude (g = 980.6199 gals.).
 AG7751
 AG7751.The modeled gravity was interpolated from observed gravity values.
 AG7751
 AG7751;                    North         East    Units  Estimated Accuracy
 AG7751;SPC FL W     -   313,320.      151,740.      MT  (+/- 180 meters Scaled)
 AG7751
 AG7751                          SUPERSEDED SURVEY CONTROL
 AG7751
 AG7751.No superseded survey control is available for this station.
 AG7751
 AG7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526051(NAD 83)
 AG7751_MARKER: DJ = TIDAL STATION DISK
 AG7751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7751_SP_SET: CONCRETE SEAWALL
 AG7751_STAMPING: 5916 E 1977
 AG7751_MARK LOGO: NOS   
 AG7751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7751+STABILITY: SURFACE MOTION
 AG7751
 AG7751  HISTORY     - Date     Condition        Report By
 AG7751  HISTORY     - 1977     MONUMENTED       NOS
 AG7751  HISTORY     - 1983     GOOD             FLDNR
 AG7751
 AG7751                          STATION DESCRIPTION
 AG7751
 AG7751'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7751'5.7 MI NW FROM LAUREL.
 AG7751'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7751'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7751'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7751'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7751'THE MARK BEARS 41 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 421
 AG7751'FEET SOUTH OF THE NORTH END OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7743 ***********************************************************************
 AG7743  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7743  DESIGNATION -  872 5943 F TIDAL
 AG7743  PID         -  AG7743
 AG7743  STATE/COUNTY-  FL/SARASOTA
 AG7743  USGS QUAD   -  LAUREL (1987)
 AG7743
 AG7743                         *CURRENT SURVEY CONTROL
 AG7743  ___________________________________________________________________
 AG7743* NAD 83(1986)-  27 10 48.     (N)    082 29 39.     (W)     SCALED    
 AG7743* NAVD 88     -         1.805  (meters)       5.92   (feet)  ADJUSTED  
 AG7743  ___________________________________________________________________
 AG7743  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AG7743  DYNAMIC HT  -           1.802 (meters)       5.91  (feet)  COMP
 AG7743  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7743
 AG7743  VERT ORDER  -  SECOND    CLASS I
 AG7743
 AG7743.The horizontal coordinates were scaled from a topographic map and have
 AG7743.an estimated accuracy of +/- 6 seconds.
 AG7743
 AG7743.The orthometric height was determined by differential leveling
 AG7743.and adjusted by the National Geodetic Survey in June 1991..
 AG7743
 AG7743.This Tidal Bench Mark is designated as VM 17179
 AG7743.by the Center for Operational Oceanographic Products and Services.
 AG7743
 AG7743.The geoid height was determined by GEOID03.
 AG7743
 AG7743.The dynamic height is computed by dividing the NAVD 88
 AG7743.geopotential number by the normal gravity value computed on the
 AG7743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7743.degrees latitude (g = 980.6199 gals.).
 AG7743
 AG7743.The modeled gravity was interpolated from observed gravity values.
 AG7743
 AG7743;                    North         East    Units  Estimated Accuracy
 AG7743;SPC FL W     -   315,440.      151,030.      MT  (+/- 180 meters Scaled)
 AG7743
 AG7743                          SUPERSEDED SURVEY CONTROL
 AG7743
 AG7743.No superseded survey control is available for this station.
 AG7743
 AG7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL519072(NAD 83)
 AG7743_MARKER: DJ = TIDAL STATION DISK
 AG7743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7743_SP_SET: CONCRETE POST
 AG7743_STAMPING: 5943 F 1983
 AG7743_MARK LOGO: NOS   
 AG7743_PROJECTION: RECESSED 15 CENTIMETERS
 AG7743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7743+STABILITY: SURFACE MOTION
 AG7743
 AG7743  HISTORY     - Date     Condition        Report By
 AG7743  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7743  HISTORY     - 19970422 GOOD             USPSQD
 AG7743
 AG7743                          STATION DESCRIPTION
 AG7743
 AG7743'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7743'4.1 MI NW FROM LAUREL.
 AG7743'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND LAUREL STREET IN
 AG7743'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7743'POINT ROAD, GO 0.80 MILE WEST ON BLACKBURN POINT ROAD TO A COUNTY PARK
 AG7743'AND THE MARK.  THE MARK BEARS 53.4 FEET NORTH OF THE CENTERLINE OF THE
 AG7743'ROAD, 28.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE WEST ENTRANCE
 AG7743'DRIVE TO THE PARK, 21.5 FEET NORTHEAST OF AN AUSTRALIAN PINE, 51.2
 AG7743'FEET EAST-NORTHEAST OF A POWER POLE AT THE SOUTHWEST CORNER OF THE
 AG7743'PARK. AND 4.1 FEET WEST OF A WOODEN GUARD POST WITH WITNESS SIGN
 AG7743'ATTACHED.
 AG7743'THE MARK IS 2 FT ABOVE ROAD.
 AG7743
 AG7743                          STATION RECOVERY (1997)
 AG7743
 AG7743'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7744 ***********************************************************************
 AG7744  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7744  DESIGNATION -  872 5943 G TIDAL
 AG7744  PID         -  AG7744
 AG7744  STATE/COUNTY-  FL/SARASOTA
 AG7744  USGS QUAD   -  LAUREL (1987)
 AG7744
 AG7744                         *CURRENT SURVEY CONTROL
 AG7744  ___________________________________________________________________
 AG7744* NAD 83(1986)-  27 10 48.     (N)    082 29 47.     (W)     SCALED    
 AG7744* NAVD 88     -         1.410  (meters)       4.63   (feet)  ADJUSTED  
 AG7744  ___________________________________________________________________
 AG7744  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AG7744  DYNAMIC HT  -           1.408 (meters)       4.62  (feet)  COMP
 AG7744  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7744
 AG7744  VERT ORDER  -  SECOND    CLASS I
 AG7744
 AG7744.The horizontal coordinates were scaled from a topographic map and have
 AG7744.an estimated accuracy of +/- 6 seconds.
 AG7744
 AG7744.The orthometric height was determined by differential leveling
 AG7744.and adjusted by the National Geodetic Survey in June 1991..
 AG7744
 AG7744.This Tidal Bench Mark is designated as VM 17180
 AG7744.by the Center for Operational Oceanographic Products and Services.
 AG7744
 AG7744.The geoid height was determined by GEOID03.
 AG7744
 AG7744.The dynamic height is computed by dividing the NAVD 88
 AG7744.geopotential number by the normal gravity value computed on the
 AG7744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7744.degrees latitude (g = 980.6199 gals.).
 AG7744
 AG7744.The modeled gravity was interpolated from observed gravity values.
 AG7744
 AG7744;                    North         East    Units  Estimated Accuracy
 AG7744;SPC FL W     -   315,450.      150,810.      MT  (+/- 180 meters Scaled)
 AG7744
 AG7744                          SUPERSEDED SURVEY CONTROL
 AG7744
 AG7744.No superseded survey control is available for this station.
 AG7744
 AG7744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL517072(NAD 83)
 AG7744_MARKER: DJ = TIDAL STATION DISK
 AG7744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7744_SP_SET: CONCRETE BULKHEAD
 AG7744_STAMPING: 5943 G 1983
 AG7744_MARK LOGO: NOS   
 AG7744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7744+STABILITY: SURFACE MOTION
 AG7744
 AG7744  HISTORY     - Date     Condition        Report By
 AG7744  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7744  HISTORY     - 19970422 GOOD             USPSQD
 AG7744
 AG7744                          STATION DESCRIPTION
 AG7744
 AG7744'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7744'4.15 MI NW FROM LAUREL.
 AG7744'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND LAUREL STREET IN
 AG7744'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7744'POINT ROAD, GO 0.85 MILE WEST ON BLACKBURN POINT ROAD TO THE MARK.
 AG7744'THE MARK IS SET IN THE BULKHEAD AT THE WEST END OF A CONCRETE BRIDGE,
 AG7744'15.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2.7 FEET NORTHWEST
 AG7744'OF THE NORTHWEST CORNER OF THE BRIDGE.
 AG7744
 AG7744                          STATION RECOVERY (1997)
 AG7744
 AG7744'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7745 ***********************************************************************
 AG7745  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7745  DESIGNATION -  872 5943 H TIDAL
 AG7745  PID         -  AG7745
 AG7745  STATE/COUNTY-  FL/SARASOTA
 AG7745  USGS QUAD   -  LAUREL (1987)
 AG7745
 AG7745                         *CURRENT SURVEY CONTROL
 AG7745  ___________________________________________________________________
 AG7745* NAD 83(1986)-  27 10 48.     (N)    082 29 54.     (W)     SCALED    
 AG7745* NAVD 88     -         2.187  (meters)       7.18   (feet)  ADJUSTED  
 AG7745  ___________________________________________________________________
 AG7745  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AG7745  DYNAMIC HT  -           2.183 (meters)       7.16  (feet)  COMP
 AG7745  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7745
 AG7745  VERT ORDER  -  SECOND    CLASS I
 AG7745
 AG7745.The horizontal coordinates were scaled from a topographic map and have
 AG7745.an estimated accuracy of +/- 6 seconds.
 AG7745
 AG7745.The orthometric height was determined by differential leveling
 AG7745.and adjusted by the National Geodetic Survey in June 1991..
 AG7745
 AG7745.This Tidal Bench Mark is designated as VM 17181
 AG7745.by the Center for Operational Oceanographic Products and Services.
 AG7745
 AG7745.The geoid height was determined by GEOID03.
 AG7745
 AG7745.The dynamic height is computed by dividing the NAVD 88
 AG7745.geopotential number by the normal gravity value computed on the
 AG7745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7745.degrees latitude (g = 980.6199 gals.).
 AG7745
 AG7745.The modeled gravity was interpolated from observed gravity values.
 AG7745
 AG7745;                    North         East    Units  Estimated Accuracy
 AG7745;SPC FL W     -   315,450.      150,620.      MT  (+/- 180 meters Scaled)
 AG7745
 AG7745                          SUPERSEDED SURVEY CONTROL
 AG7745
 AG7745.No superseded survey control is available for this station.
 AG7745
 AG7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL515072(NAD 83)
 AG7745_MARKER: DJ = TIDAL STATION DISK
 AG7745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7745_SP_SET: CONCRETE POST
 AG7745_STAMPING: 5943 H 1983
 AG7745_MARK LOGO: NOS   
 AG7745_PROJECTION: RECESSED 10 CENTIMETERS
 AG7745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7745+STABILITY: SURFACE MOTION
 AG7745
 AG7745  HISTORY     - Date     Condition        Report By
 AG7745  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7745  HISTORY     - 19970422 GOOD             USPSQD
 AG7745
 AG7745                          STATION DESCRIPTION
 AG7745
 AG7745'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7745'4.2 MI NW FROM LAUREL.
 AG7745'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND LAUREL STREET IN
 AG7745'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE INTERSECTION OF BLACKBURN
 AG7745'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO THE MARK.  THE
 AG7745'MARK BEARS 18.5 FEET NORTH OF THE CENTERLINE OF BLACKBURN POINT ROAD,
 AG7745'41.4 FEET EAST OF THE CENTERLINE OF CASEY KEY ROAD, 64 FEET NORTHWEST
 AG7745'OF THE JUNCTION OF A PRIVATE DRIVE WITH BLACKBURN POINT ROAD, 49.5
 AG7745'FEET NORTH OF AND ACROSS THE ROAD FROM POWER POLE 200-21, AND 2 FEET
 AG7745'SOUTH OF A WITNESS POST.
 AG7745
 AG7745                          STATION RECOVERY (1997)
 AG7745
 AG7745'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7167 ***********************************************************************
 AG7167  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7167  DESIGNATION -  872 5943 TIDAL 1
 AG7167  PID         -  AG7167
 AG7167  STATE/COUNTY-  FL/SARASOTA
 AG7167  USGS QUAD   -  LAUREL (1987)
 AG7167
 AG7167                         *CURRENT SURVEY CONTROL
 AG7167  ___________________________________________________________________
 AG7167* NAD 83(1986)-  27 10 49.     (N)    082 29 40.     (W)     SCALED    
 AG7167* NAVD 88     -         2.378  (meters)       7.80   (feet)  ADJUSTED  
 AG7167  ___________________________________________________________________
 AG7167  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AG7167  DYNAMIC HT  -           2.375 (meters)       7.79  (feet)  COMP
 AG7167  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7167
 AG7167  VERT ORDER  -  SECOND    CLASS I
 AG7167
 AG7167.The horizontal coordinates were scaled from a topographic map and have
 AG7167.an estimated accuracy of +/- 6 seconds.
 AG7167
 AG7167.The orthometric height was determined by differential leveling
 AG7167.and adjusted by the National Geodetic Survey in June 1991..
 AG7167
 AG7167.This Tidal Bench Mark is designated as VM 10604
 AG7167.by the Center for Operational Oceanographic Products and Services.
 AG7167
 AG7167.The geoid height was determined by GEOID03.
 AG7167
 AG7167.The dynamic height is computed by dividing the NAVD 88
 AG7167.geopotential number by the normal gravity value computed on the
 AG7167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7167.degrees latitude (g = 980.6199 gals.).
 AG7167
 AG7167.The modeled gravity was interpolated from observed gravity values.
 AG7167
 AG7167;                    North         East    Units  Estimated Accuracy
 AG7167;SPC FL W     -   315,480.      151,010.      MT  (+/- 180 meters Scaled)
 AG7167
 AG7167                          SUPERSEDED SURVEY CONTROL
 AG7167
 AG7167.No superseded survey control is available for this station.
 AG7167
 AG7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL519072(NAD 83)
 AG7167_MARKER: DJ = TIDAL STATION DISK
 AG7167_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7167_STAMPING: 1 1973
 AG7167_MARK LOGO: NOS   
 AG7167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7167
 AG7167  HISTORY     - Date     Condition        Report By
 AG7167  HISTORY     - 1973     MONUMENTED       NOS
 AG7167  HISTORY     - 1977     GOOD             FLDNR
 AG7167  HISTORY     - 1983     GOOD             FLDNR
 AG7167
 AG7167                          STATION DESCRIPTION
 AG7167
 AG7167'DESCRIBED BY FL DEPT OF NAT RES 1977
 AG7167'4.1 MI NW FROM LAUREL.
 AG7167'3.3 MILES NORTH ALONG US HIGHWAY 41 FROM ITS INTERSECTION WITH
 AG7167'LAUREL STREET AT LAUREL, THENCE WEST ALONG STATE ROAD 789
 AG7167'APPROXIMATELY 0.8 MILES TO THE WEST SIDE OF BLACKBURN POINT
 AG7167'BRIDGE.  THE MARK IS SET FLUSH IN THE TOP OF FIVE FOOT SQUARE
 AG7167'NORTHWEST ABUTMENT, EIGHT INCHES FROM THE NORTH SIDE OF THE
 AG7167'ABUTMENT, SIXTEEN INCHES FROM THE WEST SIDE OF ABUTMENT, THREE
 AG7167'FEET EAST OF THE WOOD PILING RETAINING WALL AND TWO FEET NORTH OF
 AG7167'THE NORTH SIDE OF THE BRIDGE.
 AG7167'THE MARK IS 03 FT BELOW BRIDGE DECKE DECK.
 AG7167
 AG7167                          STATION RECOVERY (1983)
 AG7167
 AG7167'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7168 ***********************************************************************
 AG7168  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7168  DESIGNATION -  872 5943 TIDAL 2
 AG7168  PID         -  AG7168
 AG7168  STATE/COUNTY-  FL/SARASOTA
 AG7168  USGS QUAD   -  LAUREL (1987)
 AG7168
 AG7168                         *CURRENT SURVEY CONTROL
 AG7168  ___________________________________________________________________
 AG7168* NAD 83(1986)-  27 10 49.     (N)    082 29 48.     (W)     SCALED    
 AG7168* NAVD 88     -         1.432  (meters)       4.70   (feet)  ADJUSTED  
 AG7168  ___________________________________________________________________
 AG7168  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AG7168  DYNAMIC HT  -           1.430 (meters)       4.69  (feet)  COMP
 AG7168  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AG7168
 AG7168  VERT ORDER  -  SECOND    CLASS I
 AG7168
 AG7168.The horizontal coordinates were scaled from a topographic map and have
 AG7168.an estimated accuracy of +/- 6 seconds.
 AG7168
 AG7168.The orthometric height was determined by differential leveling
 AG7168.and adjusted by the National Geodetic Survey in June 1991..
 AG7168
 AG7168.This Tidal Bench Mark is designated as VM 10605
 AG7168.by the Center for Operational Oceanographic Products and Services.
 AG7168
 AG7168.The geoid height was determined by GEOID03.
 AG7168
 AG7168.The dynamic height is computed by dividing the NAVD 88
 AG7168.geopotential number by the normal gravity value computed on the
 AG7168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7168.degrees latitude (g = 980.6199 gals.).
 AG7168
 AG7168.The modeled gravity was interpolated from observed gravity values.
 AG7168
 AG7168;                    North         East    Units  Estimated Accuracy
 AG7168;SPC FL W     -   315,480.      150,790.      MT  (+/- 180 meters Scaled)
 AG7168
 AG7168                          SUPERSEDED SURVEY CONTROL
 AG7168
 AG7168.No superseded survey control is available for this station.
 AG7168
 AG7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL517072(NAD 83)
 AG7168_MARKER: DJ = TIDAL STATION DISK
 AG7168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7168_STAMPING: 2 1973
 AG7168_MARK LOGO: NOS   
 AG7168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7168+STABILITY: SURFACE MOTION
 AG7168
 AG7168  HISTORY     - Date     Condition        Report By
 AG7168  HISTORY     - 1973     MONUMENTED       NOS
 AG7168  HISTORY     - 1977     GOOD             FLDNR
 AG7168  HISTORY     - 1983     GOOD             FLDNR
 AG7168
 AG7168                          STATION DESCRIPTION
 AG7168
 AG7168'DESCRIBED BY FL DEPT OF NAT RES 1977
 AG7168'4.2 MI NW FROM LAUREL.
 AG7168'3.3 MILES NORTH ALONG US HIGHWAY 41 FROM ITS INTERSECTION WITH LAUREL
 AG7168'STREET AT LAUREL FLORIDA, THENCE WEST ALONG SR 789 APPROX 0.9 MILES
 AG7168'TO MARK .  MARK IS IN THE SOUTHEASTSE ABUTMENT SEAWALL OF THE FIXED
 AG7168'CONCRETE BRIDGE, RECEESSED ONE QUARTER INCH IN THE CENTER OF A ONE FOO
 AG7168'THICK SEA WALL CAP, SIX INCHES SOUTH OF SOUTH EDGE OF SIDEWALK,
 AG7168'THREE FEET EAST OF EAST END OF SOUTH CONCRETE HANDRAIL.
 AG7168'THE MARK IS 5 FT ABOVE MEAN WATER LEVEL.
 AG7168
 AG7168                          STATION RECOVERY (1983)
 AG7168
 AG7168'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7644 ***********************************************************************
 AG7644  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7644  DESIGNATION -  872 5985 A TIDAL
 AG7644  PID         -  AG7644
 AG7644  STATE/COUNTY-  FL/SARASOTA
 AG7644  USGS QUAD   -  BIRD KEYS (1973)
 AG7644
 AG7644                         *CURRENT SURVEY CONTROL
 AG7644  ___________________________________________________________________
 AG7644* NAD 83(1986)-  27 13 11.     (N)    082 30 51.     (W)     SCALED    
 AG7644* NAVD 88     -         0.818  (meters)       2.68   (feet)  ADJUSTED  
 AG7644  ___________________________________________________________________
 AG7644  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AG7644  DYNAMIC HT  -           0.817 (meters)       2.68  (feet)  COMP
 AG7644  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AG7644
 AG7644  VERT ORDER  -  SECOND    CLASS I
 AG7644
 AG7644.The horizontal coordinates were scaled from a topographic map and have
 AG7644.an estimated accuracy of +/- 6 seconds.
 AG7644
 AG7644.The orthometric height was determined by differential leveling
 AG7644.and adjusted by the National Geodetic Survey in June 1991..
 AG7644
 AG7644.This Tidal Bench Mark is designated as VM 6107
 AG7644.by the Center for Operational Oceanographic Products and Services.
 AG7644
 AG7644.The geoid height was determined by GEOID03.
 AG7644
 AG7644.The dynamic height is computed by dividing the NAVD 88
 AG7644.geopotential number by the normal gravity value computed on the
 AG7644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7644.degrees latitude (g = 980.6199 gals.).
 AG7644
 AG7644.The modeled gravity was interpolated from observed gravity values.
 AG7644
 AG7644;                    North         East    Units  Estimated Accuracy
 AG7644;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7644
 AG7644                          SUPERSEDED SURVEY CONTROL
 AG7644
 AG7644.No superseded survey control is available for this station.
 AG7644
 AG7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7644_MARKER: DJ = TIDAL STATION DISK
 AG7644_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7644_SP_SET: CONCRETE SEAWALL
 AG7644_STAMPING: 5985 A 1977
 AG7644_MARK LOGO: NOS   
 AG7644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7644+STABILITY: SURFACE MOTION
 AG7644
 AG7644  HISTORY     - Date     Condition        Report By
 AG7644  HISTORY     - 1977     MONUMENTED       NOS
 AG7644  HISTORY     - 1980     GOOD             FLDNR
 AG7644  HISTORY     - 1983     GOOD             FLDNR
 AG7644  HISTORY     - 19970509 POOR             USPSQD
 AG7644
 AG7644                          STATION DESCRIPTION
 AG7644
 AG7644'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7644'8.1 MI SSE FROM SARASOTA.
 AG7644'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7644'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7644'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7644'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7644'MARK.  THE MARK BEARS 12.0 FEET SOUTH OF THE CENTER OF THE BOAT LIFT,
 AG7644'38.6 FEET WEST OF THE EAST END OF THE BOAT LIFT, AND 30.9 FEET NORTH
 AG7644'OF THE SOUTH END OF THE SEAWALL.
 AG7644
 AG7644                          STATION RECOVERY (1983)
 AG7644
 AG7644'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7644'RECOVERED IN GOOD CONDITION.
 AG7644
 AG7644                          STATION RECOVERY (1997)
 AG7644
 AG7644'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7644'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7643 ***********************************************************************
 AG7643  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7643  DESIGNATION -  872 5985 B TIDAL
 AG7643  PID         -  AG7643
 AG7643  STATE/COUNTY-  FL/SARASOTA
 AG7643  USGS QUAD   -  BIRD KEYS (1973)
 AG7643
 AG7643                         *CURRENT SURVEY CONTROL
 AG7643  ___________________________________________________________________
 AG7643* NAD 83(1986)-  27 13 11.     (N)    082 30 51.     (W)     SCALED    
 AG7643* NAVD 88     -         0.808  (meters)       2.65   (feet)  ADJUSTED  
 AG7643  ___________________________________________________________________
 AG7643  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AG7643  DYNAMIC HT  -           0.806 (meters)       2.64  (feet)  COMP
 AG7643  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AG7643
 AG7643  VERT ORDER  -  SECOND    CLASS I
 AG7643
 AG7643.The horizontal coordinates were scaled from a topographic map and have
 AG7643.an estimated accuracy of +/- 6 seconds.
 AG7643
 AG7643.The orthometric height was determined by differential leveling
 AG7643.and adjusted by the National Geodetic Survey in June 1991..
 AG7643.WARNING-Repeat measurements at this control monument indicate possible
 AG7643.vertical movement.
 AG7643
 AG7643.This Tidal Bench Mark is designated as VM 6108
 AG7643.by the Center for Operational Oceanographic Products and Services.
 AG7643
 AG7643.The geoid height was determined by GEOID03.
 AG7643
 AG7643.The dynamic height is computed by dividing the NAVD 88
 AG7643.geopotential number by the normal gravity value computed on the
 AG7643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7643.degrees latitude (g = 980.6199 gals.).
 AG7643
 AG7643.The modeled gravity was interpolated from observed gravity values.
 AG7643
 AG7643;                    North         East    Units  Estimated Accuracy
 AG7643;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7643
 AG7643                          SUPERSEDED SURVEY CONTROL
 AG7643
 AG7643.No superseded survey control is available for this station.
 AG7643
 AG7643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7643_MARKER: DJ = TIDAL STATION DISK
 AG7643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7643_SP_SET: CONCRETE SEAWALL
 AG7643_STAMPING: 5985 B 1977
 AG7643_MARK LOGO: NOS   
 AG7643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7643+STABILITY: SURFACE MOTION
 AG7643
 AG7643  HISTORY     - Date     Condition        Report By
 AG7643  HISTORY     - 1977     MONUMENTED       NOS
 AG7643  HISTORY     - 1980     GOOD             FLDNR
 AG7643  HISTORY     - 1983     GOOD             FLDNR
 AG7643
 AG7643                          STATION DESCRIPTION
 AG7643
 AG7643'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7643'8.1 MI SSE FROM SARASOTA.
 AG7643'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7643'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7643'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7643'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7643'MARK.  THE MARK BEARS 39.2 FEET WEST OF THE EAST END OF THE CONCRETE
 AG7643'RAIL OF THE BOAT LIFT, 7.2 FEET NORTH OF THE CENTER OF THE BOAT LIFT,
 AG7643'AND 22.4 FEET SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7643
 AG7643                          STATION RECOVERY (1983)
 AG7643
 AG7643'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7642 ***********************************************************************
 AG7642  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7642  DESIGNATION -  872 5985 C TIDAL
 AG7642  PID         -  AG7642
 AG7642  STATE/COUNTY-  FL/SARASOTA
 AG7642  USGS QUAD   -  BIRD KEYS (1973)
 AG7642
 AG7642                         *CURRENT SURVEY CONTROL
 AG7642  ___________________________________________________________________
 AG7642* NAD 83(1986)-  27 13 11.     (N)    082 30 51.     (W)     SCALED    
 AG7642* NAVD 88     -         0.833  (meters)       2.73   (feet)  ADJUSTED  
 AG7642  ___________________________________________________________________
 AG7642  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AG7642  DYNAMIC HT  -           0.832 (meters)       2.73  (feet)  COMP
 AG7642  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AG7642
 AG7642  VERT ORDER  -  SECOND    CLASS I
 AG7642
 AG7642.The horizontal coordinates were scaled from a topographic map and have
 AG7642.an estimated accuracy of +/- 6 seconds.
 AG7642
 AG7642.The orthometric height was determined by differential leveling
 AG7642.and adjusted by the National Geodetic Survey in June 1991..
 AG7642
 AG7642.This Tidal Bench Mark is designated as VM 6109
 AG7642.by the Center for Operational Oceanographic Products and Services.
 AG7642
 AG7642.The geoid height was determined by GEOID03.
 AG7642
 AG7642.The dynamic height is computed by dividing the NAVD 88
 AG7642.geopotential number by the normal gravity value computed on the
 AG7642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7642.degrees latitude (g = 980.6199 gals.).
 AG7642
 AG7642.The modeled gravity was interpolated from observed gravity values.
 AG7642
 AG7642;                    North         East    Units  Estimated Accuracy
 AG7642;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7642
 AG7642                          SUPERSEDED SURVEY CONTROL
 AG7642
 AG7642.No superseded survey control is available for this station.
 AG7642
 AG7642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7642_MARKER: DJ = TIDAL STATION DISK
 AG7642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7642_SP_SET: CONCRETE SEAWALL
 AG7642_STAMPING: 5985 C 1977
 AG7642_MARK LOGO: NOS   
 AG7642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7642+STABILITY: SURFACE MOTION
 AG7642
 AG7642  HISTORY     - Date     Condition        Report By
 AG7642  HISTORY     - 1977     MONUMENTED       NOS
 AG7642  HISTORY     - 1980     GOOD             FLDNR
 AG7642  HISTORY     - 1983     GOOD             FLDNR
 AG7642  HISTORY     - 19970509 GOOD             USPSQD
 AG7642
 AG7642                          STATION DESCRIPTION
 AG7642
 AG7642'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7642'8.1 MI SSE FROM SARASOTA.
 AG7642'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7642'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7642'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7642'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7642'MARK.  THE MARK BEARS 6.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AG7642'WOODSHED, 25.0 FEET EAST OF THE NORTHEAST CORNER OF THE OFFICE
 AG7642'BUILDING, AND 20.1 FEET SOUTH OF THE NORTH EDGE OF THE SEAWALL.
 AG7642
 AG7642                          STATION RECOVERY (1983)
 AG7642
 AG7642'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7642'RECOVERED IN GOOD CONDITION.
 AG7642
 AG7642                          STATION RECOVERY (1997)
 AG7642
 AG7642'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7641 ***********************************************************************
 AG7641  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7641  DESIGNATION -  872 5985 E TIDAL
 AG7641  PID         -  AG7641
 AG7641  STATE/COUNTY-  FL/SARASOTA
 AG7641  USGS QUAD   -  BIRD KEYS (1973)
 AG7641
 AG7641                         *CURRENT SURVEY CONTROL
 AG7641  ___________________________________________________________________
 AG7641* NAD 83(1986)-  27 13 11.     (N)    082 30 51.     (W)     SCALED    
 AG7641* NAVD 88     -         0.826  (meters)       2.71   (feet)  ADJUSTED  
 AG7641  ___________________________________________________________________
 AG7641  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AG7641  DYNAMIC HT  -           0.824 (meters)       2.70  (feet)  COMP
 AG7641  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AG7641
 AG7641  VERT ORDER  -  SECOND    CLASS I
 AG7641
 AG7641.The horizontal coordinates were scaled from a topographic map and have
 AG7641.an estimated accuracy of +/- 6 seconds.
 AG7641
 AG7641.The orthometric height was determined by differential leveling
 AG7641.and adjusted by the National Geodetic Survey in June 1991..
 AG7641.WARNING-Repeat measurements at this control monument indicate possible
 AG7641.vertical movement.
 AG7641
 AG7641.This Tidal Bench Mark is designated as VM 6110
 AG7641.by the Center for Operational Oceanographic Products and Services.
 AG7641
 AG7641.The geoid height was determined by GEOID03.
 AG7641
 AG7641.The dynamic height is computed by dividing the NAVD 88
 AG7641.geopotential number by the normal gravity value computed on the
 AG7641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7641.degrees latitude (g = 980.6199 gals.).
 AG7641
 AG7641.The modeled gravity was interpolated from observed gravity values.
 AG7641
 AG7641;                    North         East    Units  Estimated Accuracy
 AG7641;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7641
 AG7641                          SUPERSEDED SURVEY CONTROL
 AG7641
 AG7641.No superseded survey control is available for this station.
 AG7641
 AG7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7641_MARKER: DJ = TIDAL STATION DISK
 AG7641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7641_SP_SET: CONCRETE SEAWALL
 AG7641_STAMPING: 5985 E 1977
 AG7641_MARK LOGO: NOS   
 AG7641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7641+STABILITY: SURFACE MOTION
 AG7641
 AG7641  HISTORY     - Date     Condition        Report By
 AG7641  HISTORY     - 1977     MONUMENTED       NOS
 AG7641  HISTORY     - 1980     GOOD             FLDNR
 AG7641  HISTORY     - 1983     GOOD             FLDNR
 AG7641
 AG7641                          STATION DESCRIPTION
 AG7641
 AG7641'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7641'8.1 MI SSE FROM SARASOTA.
 AG7641'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7641'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7641'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7641'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7641'MARK.  THE MARK BEARS 9.0 FEET NORTH OF THE CENTER OF A FORK-LIFT BOAT
 AG7641'RAMP, 55.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A LARGE METAL
 AG7641'BOAT HANGAR, AND 28.3 FEET SOUTHWEST OF A POWER POLE.
 AG7641
 AG7641                          STATION RECOVERY (1983)
 AG7641
 AG7641'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7640 ***********************************************************************
 AG7640  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7640  DESIGNATION -  872 5985 F TIDAL
 AG7640  PID         -  AG7640
 AG7640  STATE/COUNTY-  FL/SARASOTA
 AG7640  USGS QUAD   -  BIRD KEYS (1973)
 AG7640
 AG7640                         *CURRENT SURVEY CONTROL
 AG7640  ___________________________________________________________________
 AG7640* NAD 83(1986)-  27 13 11.     (N)    082 30 51.     (W)     SCALED    
 AG7640* NAVD 88     -         0.810  (meters)       2.66   (feet)  ADJUSTED  
 AG7640  ___________________________________________________________________
 AG7640  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AG7640  DYNAMIC HT  -           0.809 (meters)       2.65  (feet)  COMP
 AG7640  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AG7640
 AG7640  VERT ORDER  -  SECOND    CLASS I
 AG7640
 AG7640.The horizontal coordinates were scaled from a topographic map and have
 AG7640.an estimated accuracy of +/- 6 seconds.
 AG7640
 AG7640.The orthometric height was determined by differential leveling
 AG7640.and adjusted by the National Geodetic Survey in June 1991..
 AG7640
 AG7640.This Tidal Bench Mark is designated as VM 6111
 AG7640.by the Center for Operational Oceanographic Products and Services.
 AG7640
 AG7640.The geoid height was determined by GEOID03.
 AG7640
 AG7640.The dynamic height is computed by dividing the NAVD 88
 AG7640.geopotential number by the normal gravity value computed on the
 AG7640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7640.degrees latitude (g = 980.6199 gals.).
 AG7640
 AG7640.The modeled gravity was interpolated from observed gravity values.
 AG7640
 AG7640;                    North         East    Units  Estimated Accuracy
 AG7640;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7640
 AG7640                          SUPERSEDED SURVEY CONTROL
 AG7640
 AG7640.No superseded survey control is available for this station.
 AG7640
 AG7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7640_MARKER: DJ = TIDAL STATION DISK
 AG7640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7640_SP_SET: CONCRETE SEAWALL
 AG7640_STAMPING: 5985 F 1977
 AG7640_MARK LOGO: NOS   
 AG7640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7640+STABILITY: SURFACE MOTION
 AG7640
 AG7640  HISTORY     - Date     Condition        Report By
 AG7640  HISTORY     - 1977     MONUMENTED       NOS
 AG7640  HISTORY     - 1980     GOOD             FLDNR
 AG7640
 AG7640                          STATION DESCRIPTION
 AG7640
 AG7640'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7640'8.1 MI SSE FROM SARASOTA.
 AG7640'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7640'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7640'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7640'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7640'MARK.  THE MARK BEARS 14.0 FEET SOUTH OF THE CENTER OF A FORK-LIFT
 AG7640'BOAT RAMP, 26.0 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND 55.3
 AG7640'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL BOAT HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7734 ***********************************************************************
 AG7734  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7734  DESIGNATION -  872 5985 G TIDAL
 AG7734  PID         -  AG7734
 AG7734  STATE/COUNTY-  FL/SARASOTA
 AG7734  USGS QUAD   -  BIRD KEYS (1973)
 AG7734
 AG7734                         *CURRENT SURVEY CONTROL
 AG7734  ___________________________________________________________________
 AG7734* NAD 83(1986)-  27 13 11.     (N)    082 30 55.     (W)     SCALED    
 AG7734* NAVD 88     -         1.873  (meters)       6.14   (feet)  ADJUSTED  
 AG7734  ___________________________________________________________________
 AG7734  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AG7734  DYNAMIC HT  -           1.870 (meters)       6.14  (feet)  COMP
 AG7734  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AG7734
 AG7734  VERT ORDER  -  SECOND    CLASS I
 AG7734
 AG7734.The horizontal coordinates were scaled from a topographic map and have
 AG7734.an estimated accuracy of +/- 6 seconds.
 AG7734
 AG7734.The orthometric height was determined by differential leveling
 AG7734.and adjusted by the National Geodetic Survey in June 1991..
 AG7734
 AG7734.This Tidal Bench Mark is designated as VM 17162
 AG7734.by the Center for Operational Oceanographic Products and Services.
 AG7734
 AG7734.The geoid height was determined by GEOID03.
 AG7734
 AG7734.The dynamic height is computed by dividing the NAVD 88
 AG7734.geopotential number by the normal gravity value computed on the
 AG7734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7734.degrees latitude (g = 980.6199 gals.).
 AG7734
 AG7734.The modeled gravity was interpolated from observed gravity values.
 AG7734
 AG7734;                    North         East    Units  Estimated Accuracy
 AG7734;SPC FL W     -   319,850.      148,960.      MT  (+/- 180 meters Scaled)
 AG7734
 AG7734                          SUPERSEDED SURVEY CONTROL
 AG7734
 AG7734.No superseded survey control is available for this station.
 AG7734
 AG7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL499116(NAD 83)
 AG7734_MARKER: DJ = TIDAL STATION DISK
 AG7734_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7734_SP_SET: CONCRETE FOOTING
 AG7734_STAMPING: 5985 G 1983
 AG7734_MARK LOGO: NOS   
 AG7734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7734+STABILITY: SURFACE MOTION
 AG7734
 AG7734  HISTORY     - Date     Condition        Report By
 AG7734  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7734
 AG7734                          STATION DESCRIPTION
 AG7734
 AG7734'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7734'IN SIESTA KEY.
 AG7734'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 72, GO 1.1
 AG7734'MILES WEST ON STATE ROAD 72 TO ITS END AT STATE ROAD 789 (MIDNIGHT
 AG7734'PASS ROAD), GO 2.65 MILES SOUTH ON STATE ROAD 789 TO THE MARK.  THE
 AG7734'MARK BEARS 28.3 FEET EAST-NORTHEAST OF THE CENTERLINE OF MIDNIGHT PASS
 AG7734'ROAD, 45.5 FEET SOUTH-SOUTHEAST OF THE EXTENDED CENTERLINE OF TURTLE
 AG7734'BEACH ROAD (ENTRANCE TO A COUNTY PARK), 35.9 FEET NORTH-NORTHWEST OF A
 AG7734'CONCRETE POWER POLE 5-1659-4985-0-0, AND IS SET AT THE SOUTHWEST
 AG7734'CORNER OF A 7-FOOT BY 13-FOOT CONCRETE HOUSING FOR A SEWAGE PUMPING
 AG7734'STATION.  THE MARK BEARS 19.5 FEET WEST-SOUTHWEST OF A WITNESS POST.
 AG7734'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7742 ***********************************************************************
 AG7742  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7742  DESIGNATION -  872 6045 A TIDAL
 AG7742  PID         -  AG7742
 AG7742  STATE/COUNTY-  FL/SARASOTA
 AG7742  USGS QUAD   -  SARASOTA (1992)
 AG7742
 AG7742                         *CURRENT SURVEY CONTROL
 AG7742  ___________________________________________________________________
 AG7742* NAD 83(1986)-  27 17 33.     (N)    082 32 19.     (W)     SCALED    
 AG7742* NAVD 88     -         1.050  (meters)       3.44   (feet)  ADJUSTED  
 AG7742  ___________________________________________________________________
 AG7742  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AG7742  DYNAMIC HT  -           1.049 (meters)       3.44  (feet)  COMP
 AG7742  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AG7742
 AG7742  VERT ORDER  -  SECOND    CLASS I
 AG7742
 AG7742.The horizontal coordinates were scaled from a topographic map and have
 AG7742.an estimated accuracy of +/- 6 seconds.
 AG7742
 AG7742.The orthometric height was determined by differential leveling
 AG7742.and adjusted by the National Geodetic Survey in June 1991..
 AG7742
 AG7742.This Tidal Bench Mark is designated as VM 6112
 AG7742.by the Center for Operational Oceanographic Products and Services.
 AG7742
 AG7742.The geoid height was determined by GEOID03.
 AG7742
 AG7742.The dynamic height is computed by dividing the NAVD 88
 AG7742.geopotential number by the normal gravity value computed on the
 AG7742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7742.degrees latitude (g = 980.6199 gals.).
 AG7742
 AG7742.The modeled gravity was interpolated from observed gravity values.
 AG7742
 AG7742;                    North         East    Units  Estimated Accuracy
 AG7742;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7742
 AG7742                          SUPERSEDED SURVEY CONTROL
 AG7742
 AG7742.No superseded survey control is available for this station.
 AG7742
 AG7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7742_MARKER: DJ = TIDAL STATION DISK
 AG7742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7742_SP_SET: CONCRETE SEAWALL
 AG7742_STAMPING: 6045 A 1977
 AG7742_MARK LOGO: NOS   
 AG7742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7742+STABILITY: SURFACE MOTION
 AG7742
 AG7742  HISTORY     - Date     Condition        Report By
 AG7742  HISTORY     - 1977     MONUMENTED       NOS
 AG7742  HISTORY     - 1983     GOOD             FLDNR
 AG7742  HISTORY     - 20020709 MARK NOT FOUND   USPSQD
 AG7742
 AG7742                          STATION DESCRIPTION
 AG7742
 AG7742'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7742'IN SARASOTA.
 AG7742'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7742'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7742'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7742'THE MARK.  THE MARK BEARS 28.8 FEET WEST OF THE SOUTHWEST CORNER OF A
 AG7742'BOAT HOIST, 5.9 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AG7742'BOATHOUSE, AND 19 FEET WEST OF THE END OF THE BOAT SLIP.
 AG7742
 AG7742                          STATION RECOVERY (2002)
 AG7742
 AG7742'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7742'STATION IS 8 INCHES UNDER WOOD DECK NEXT TO IRON RAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7741 ***********************************************************************
 AG7741  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7741  DESIGNATION -  872 6045 B TIDAL
 AG7741  PID         -  AG7741
 AG7741  STATE/COUNTY-  FL/SARASOTA
 AG7741  USGS QUAD   -  SARASOTA (1992)
 AG7741
 AG7741                         *CURRENT SURVEY CONTROL
 AG7741  ___________________________________________________________________
 AG7741* NAD 83(1986)-  27 17 33.     (N)    082 32 19.     (W)     SCALED    
 AG7741* NAVD 88     -         1.029  (meters)       3.38   (feet)  ADJUSTED  
 AG7741  ___________________________________________________________________
 AG7741  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AG7741  DYNAMIC HT  -           1.028 (meters)       3.37  (feet)  COMP
 AG7741  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AG7741
 AG7741  VERT ORDER  -  SECOND    CLASS I
 AG7741
 AG7741.The horizontal coordinates were scaled from a topographic map and have
 AG7741.an estimated accuracy of +/- 6 seconds.
 AG7741
 AG7741.The orthometric height was determined by differential leveling
 AG7741.and adjusted by the National Geodetic Survey in June 1991..
 AG7741
 AG7741.This Tidal Bench Mark is designated as VM 6113
 AG7741.by the Center for Operational Oceanographic Products and Services.
 AG7741
 AG7741.The geoid height was determined by GEOID03.
 AG7741
 AG7741.The dynamic height is computed by dividing the NAVD 88
 AG7741.geopotential number by the normal gravity value computed on the
 AG7741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7741.degrees latitude (g = 980.6199 gals.).
 AG7741
 AG7741.The modeled gravity was interpolated from observed gravity values.
 AG7741
 AG7741;                    North         East    Units  Estimated Accuracy
 AG7741;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7741
 AG7741                          SUPERSEDED SURVEY CONTROL
 AG7741
 AG7741.No superseded survey control is available for this station.
 AG7741
 AG7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7741_MARKER: DJ = TIDAL STATION DISK
 AG7741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7741_SP_SET: CONCRETE SEAWALL
 AG7741_STAMPING: 6045 B 1977
 AG7741_MARK LOGO: NOS   
 AG7741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7741+STABILITY: SURFACE MOTION
 AG7741
 AG7741  HISTORY     - Date     Condition        Report By
 AG7741  HISTORY     - 1977     MONUMENTED       NOS
 AG7741  HISTORY     - 1983     GOOD             FLDNR
 AG7741  HISTORY     - 20020709 MARK NOT FOUND   USPSQD
 AG7741
 AG7741                          STATION DESCRIPTION
 AG7741
 AG7741'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7741'IN SARASOTA.
 AG7741'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7741'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7741'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7741'THE MARK.  THE MARK BEARS 6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 AG7741'THE BOAT HOIST, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AG7741'BOATHOUSE, AND 17.7 FEET WEST OF THE END OF THE BOAT SLIP.
 AG7741
 AG7741                          STATION RECOVERY (2002)
 AG7741
 AG7741'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7741'STATION IS 8 INCHES UNDER WOOD DECK NEXT TO IRON RAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7740 ***********************************************************************
 AG7740  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7740  DESIGNATION -  872 6045 C TIDAL
 AG7740  PID         -  AG7740
 AG7740  STATE/COUNTY-  FL/SARASOTA
 AG7740  USGS QUAD   -  SARASOTA (1992)
 AG7740
 AG7740                         *CURRENT SURVEY CONTROL
 AG7740  ___________________________________________________________________
 AG7740* NAD 83(1986)-  27 17 33.     (N)    082 32 19.     (W)     SCALED    
 AG7740* NAVD 88     -         0.764  (meters)       2.51   (feet)  ADJUSTED  
 AG7740  ___________________________________________________________________
 AG7740  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AG7740  DYNAMIC HT  -           0.763 (meters)       2.50  (feet)  COMP
 AG7740  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AG7740
 AG7740  VERT ORDER  -  SECOND    CLASS I
 AG7740
 AG7740.The horizontal coordinates were scaled from a topographic map and have
 AG7740.an estimated accuracy of +/- 6 seconds.
 AG7740
 AG7740.The orthometric height was determined by differential leveling
 AG7740.and adjusted by the National Geodetic Survey in June 1991..
 AG7740
 AG7740.This Tidal Bench Mark is designated as VM 6114
 AG7740.by the Center for Operational Oceanographic Products and Services.
 AG7740
 AG7740.The geoid height was determined by GEOID03.
 AG7740
 AG7740.The dynamic height is computed by dividing the NAVD 88
 AG7740.geopotential number by the normal gravity value computed on the
 AG7740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7740.degrees latitude (g = 980.6199 gals.).
 AG7740
 AG7740.The modeled gravity was interpolated from observed gravity values.
 AG7740
 AG7740;                    North         East    Units  Estimated Accuracy
 AG7740;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7740
 AG7740                          SUPERSEDED SURVEY CONTROL
 AG7740
 AG7740.No superseded survey control is available for this station.
 AG7740
 AG7740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7740_MARKER: DJ = TIDAL STATION DISK
 AG7740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7740_SP_SET: CONCRETE SEAWALL
 AG7740_STAMPING: 6045 C 1977
 AG7740_MARK LOGO: NOS   
 AG7740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7740+STABILITY: SURFACE MOTION
 AG7740
 AG7740  HISTORY     - Date     Condition        Report By
 AG7740  HISTORY     - 1977     MONUMENTED       NOS
 AG7740  HISTORY     - 1983     GOOD             FLDNR
 AG7740  HISTORY     - 20020709 GOOD             USPSQD
 AG7740
 AG7740                          STATION DESCRIPTION
 AG7740
 AG7740'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7740'IN SARASOTA.
 AG7740'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7740'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7740'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7740'THE MARK.  THE MARK BEARS 61.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AG7740'OF THE BOATHOUSE, 71 FEET SOUTHWEST OF THE END OF THE DRIVE, AND 104
 AG7740'FEET WEST OF TIDAL BENCH MARK 6045 E 1977.
 AG7740
 AG7740                          STATION RECOVERY (2002)
 AG7740
 AG7740'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7740'BOATHOUSE IS NOW GUEST HOUSE IN GATED COMMUNITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7739 ***********************************************************************
 AG7739  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7739  DESIGNATION -  872 6045 E TIDAL
 AG7739  PID         -  AG7739
 AG7739  STATE/COUNTY-  FL/SARASOTA
 AG7739  USGS QUAD   -  SARASOTA (1992)
 AG7739
 AG7739                         *CURRENT SURVEY CONTROL
 AG7739  ___________________________________________________________________
 AG7739* NAD 83(1986)-  27 17 33.     (N)    082 32 19.     (W)     SCALED    
 AG7739* NAVD 88     -         0.747  (meters)       2.45   (feet)  ADJUSTED  
 AG7739  ___________________________________________________________________
 AG7739  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AG7739  DYNAMIC HT  -           0.746 (meters)       2.45  (feet)  COMP
 AG7739  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AG7739
 AG7739  VERT ORDER  -  SECOND    CLASS I
 AG7739
 AG7739.The horizontal coordinates were scaled from a topographic map and have
 AG7739.an estimated accuracy of +/- 6 seconds.
 AG7739
 AG7739.The orthometric height was determined by differential leveling
 AG7739.and adjusted by the National Geodetic Survey in June 1991..
 AG7739
 AG7739.This Tidal Bench Mark is designated as VM 6115
 AG7739.by the Center for Operational Oceanographic Products and Services.
 AG7739
 AG7739.The geoid height was determined by GEOID03.
 AG7739
 AG7739.The dynamic height is computed by dividing the NAVD 88
 AG7739.geopotential number by the normal gravity value computed on the
 AG7739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7739.degrees latitude (g = 980.6199 gals.).
 AG7739
 AG7739.The modeled gravity was interpolated from observed gravity values.
 AG7739
 AG7739;                    North         East    Units  Estimated Accuracy
 AG7739;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7739
 AG7739                          SUPERSEDED SURVEY CONTROL
 AG7739
 AG7739.No superseded survey control is available for this station.
 AG7739
 AG7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7739_MARKER: DJ = TIDAL STATION DISK
 AG7739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7739_SP_SET: CONCRETE SEAWALL
 AG7739_STAMPING: 6045 E 1977
 AG7739_MARK LOGO: NOS   
 AG7739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7739+STABILITY: SURFACE MOTION
 AG7739
 AG7739  HISTORY     - Date     Condition        Report By
 AG7739  HISTORY     - 1977     MONUMENTED       NOS
 AG7739  HISTORY     - 1983     GOOD             FLDNR
 AG7739  HISTORY     - 20020709 GOOD             USPSQD
 AG7739
 AG7739                          STATION DESCRIPTION
 AG7739
 AG7739'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7739'IN SARASOTA.
 AG7739'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7739'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7739'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7739'THE MARK.  THE MARK BEARS 16 FEET SOUTH OF THE CENTERLINE OF THE
 AG7739'DRIVE, 70.7 FEET SOUTHWEST OF A POWER POLE, AND 104 FEET EAST OF TIDAL
 AG7739'BENCH MARK 6045 C 1977.
 AG7739
 AG7739                          STATION RECOVERY (2002)
 AG7739
 AG7739'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7739'CRAWL INDER FOOT BRIDGE TO SEAWALL CORNER STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7738 ***********************************************************************
 AG7738  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7738  DESIGNATION -  872 6045 F TIDAL
 AG7738  PID         -  AG7738
 AG7738  STATE/COUNTY-  FL/SARASOTA
 AG7738  USGS QUAD   -  SARASOTA (1992)
 AG7738
 AG7738                         *CURRENT SURVEY CONTROL
 AG7738  ___________________________________________________________________
 AG7738* NAD 83(1986)-  27 17 33.     (N)    082 32 19.     (W)     SCALED    
 AG7738* NAVD 88     -         0.701  (meters)       2.30   (feet)  ADJUSTED  
 AG7738  ___________________________________________________________________
 AG7738  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AG7738  DYNAMIC HT  -           0.699 (meters)       2.29  (feet)  COMP
 AG7738  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AG7738
 AG7738  VERT ORDER  -  SECOND    CLASS I
 AG7738
 AG7738.The horizontal coordinates were scaled from a topographic map and have
 AG7738.an estimated accuracy of +/- 6 seconds.
 AG7738
 AG7738.The orthometric height was determined by differential leveling
 AG7738.and adjusted by the National Geodetic Survey in June 1991..
 AG7738
 AG7738.This Tidal Bench Mark is designated as VM 6116
 AG7738.by the Center for Operational Oceanographic Products and Services.
 AG7738
 AG7738.The geoid height was determined by GEOID03.
 AG7738
 AG7738.The dynamic height is computed by dividing the NAVD 88
 AG7738.geopotential number by the normal gravity value computed on the
 AG7738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7738.degrees latitude (g = 980.6199 gals.).
 AG7738
 AG7738.The modeled gravity was interpolated from observed gravity values.
 AG7738
 AG7738;                    North         East    Units  Estimated Accuracy
 AG7738;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7738
 AG7738                          SUPERSEDED SURVEY CONTROL
 AG7738
 AG7738.No superseded survey control is available for this station.
 AG7738
 AG7738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7738_MARKER: DJ = TIDAL STATION DISK
 AG7738_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7738_SP_SET: CONCRETE SEAWALL
 AG7738_STAMPING: 6045 F 1977
 AG7738_MARK LOGO: NOS   
 AG7738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7738+STABILITY: SURFACE MOTION
 AG7738
 AG7738  HISTORY     - Date     Condition        Report By
 AG7738  HISTORY     - 1977     MONUMENTED       NOS
 AG7738  HISTORY     - 1983     GOOD             FLDNR
 AG7738  HISTORY     - 20020709 GOOD             USPSQD
 AG7738
 AG7738                          STATION DESCRIPTION
 AG7738
 AG7738'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7738'IN SARASOTA.
 AG7738'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7738'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7738'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7738'THE MARK.  THE MARK BEARS 18 FEET SOUTH OF THE CENTERLINE OF THE DRIVE
 AG7738'AND 38 FEET SOUTHEAST OF POWER POLE 1321.
 AG7738
 AG7738                          STATION RECOVERY (2002)
 AG7738
 AG7738'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7738'LOCATED 92 FT EAST OF E TIDAL
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7714 ***********************************************************************
 AG7714  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7714  DESIGNATION -  872 6083 A TIDAL
 AG7714  PID         -  AG7714
 AG7714  STATE/COUNTY-  FL/SARASOTA
 AG7714  USGS QUAD   -  SARASOTA (1992)
 AG7714
 AG7714                         *CURRENT SURVEY CONTROL
 AG7714  ___________________________________________________________________
 AG7714* NAD 83(1986)-  27 19 56.     (N)    082 32 39.     (W)     SCALED    
 AG7714* NAVD 88     -         0.661  (meters)       2.17   (feet)  ADJUSTED  
 AG7714  ___________________________________________________________________
 AG7714  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG7714  DYNAMIC HT  -           0.660 (meters)       2.17  (feet)  COMP
 AG7714  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 AG7714
 AG7714  VERT ORDER  -  SECOND    CLASS I
 AG7714
 AG7714.The horizontal coordinates were scaled from a topographic map and have
 AG7714.an estimated accuracy of +/- 6 seconds.
 AG7714
 AG7714.The orthometric height was determined by differential leveling
 AG7714.and adjusted by the National Geodetic Survey in June 1991..
 AG7714
 AG7714.This Tidal Bench Mark is designated as VM 6122
 AG7714.by the Center for Operational Oceanographic Products and Services.
 AG7714
 AG7714.The geoid height was determined by GEOID03.
 AG7714
 AG7714.The dynamic height is computed by dividing the NAVD 88
 AG7714.geopotential number by the normal gravity value computed on the
 AG7714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7714.degrees latitude (g = 980.6199 gals.).
 AG7714
 AG7714.The modeled gravity was interpolated from observed gravity values.
 AG7714
 AG7714;                    North         East    Units  Estimated Accuracy
 AG7714;SPC FL W     -   332,330.      146,150.      MT  (+/- 180 meters Scaled)
 AG7714
 AG7714                          SUPERSEDED SURVEY CONTROL
 AG7714
 AG7714.No superseded survey control is available for this station.
 AG7714
 AG7714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL472241(NAD 83)
 AG7714_MARKER: DJ = TIDAL STATION DISK
 AG7714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7714_SP_SET: CONCRETE SEAWALL
 AG7714_STAMPING: 6083 A 1977
 AG7714_MARK LOGO: NOS   
 AG7714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7714+STABILITY: SURFACE MOTION
 AG7714
 AG7714  HISTORY     - Date     Condition        Report By
 AG7714  HISTORY     - 1977     MONUMENTED       NOS
 AG7714  HISTORY     - 1983     GOOD             FLDNR
 AG7714  HISTORY     - 20020603 GOOD             USPSQD
 AG7714
 AG7714                          STATION DESCRIPTION
 AG7714
 AG7714'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7714'IN SARASOTA.
 AG7714'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7714'IS SET IN THE NORTH SEAWALL OF THE PARK, 9.2 FEET NORTH OF THE NORTH
 AG7714'WALKWAY AROUND THE PARK, 41.8 FEET EAST OF A LAMP POST, AND 240 FEET
 AG7714'WEST OF BENCH MARK 6083 B 1977.
 AG7714
 AG7714                          STATION RECOVERY (2002)
 AG7714
 AG7714'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7714'MARK AT LOCATION NOW STAMPED SO63
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7713 ***********************************************************************
 AG7713  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7713  DESIGNATION -  872 6083 B TIDAL
 AG7713  PID         -  AG7713
 AG7713  STATE/COUNTY-  FL/SARASOTA
 AG7713  USGS QUAD   -  SARASOTA (1992)
 AG7713
 AG7713                         *CURRENT SURVEY CONTROL
 AG7713  ___________________________________________________________________
 AG7713* NAD 83(1986)-  27 19 56.     (N)    082 32 39.     (W)     SCALED    
 AG7713* NAVD 88     -         0.649  (meters)       2.13   (feet)  ADJUSTED  
 AG7713  ___________________________________________________________________
 AG7713  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG7713  DYNAMIC HT  -           0.648 (meters)       2.13  (feet)  COMP
 AG7713  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 AG7713
 AG7713  VERT ORDER  -  SECOND    CLASS I
 AG7713
 AG7713.The horizontal coordinates were scaled from a topographic map and have
 AG7713.an estimated accuracy of +/- 6 seconds.
 AG7713
 AG7713.The orthometric height was determined by differential leveling
 AG7713.and adjusted by the National Geodetic Survey in June 1991..
 AG7713
 AG7713.This Tidal Bench Mark is designated as VM 6123
 AG7713.by the Center for Operational Oceanographic Products and Services.
 AG7713
 AG7713.The geoid height was determined by GEOID03.
 AG7713
 AG7713.The dynamic height is computed by dividing the NAVD 88
 AG7713.geopotential number by the normal gravity value computed on the
 AG7713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7713.degrees latitude (g = 980.6199 gals.).
 AG7713
 AG7713.The modeled gravity was interpolated from observed gravity values.
 AG7713
 AG7713;                    North         East    Units  Estimated Accuracy
 AG7713;SPC FL W     -   332,330.      146,150.      MT  (+/- 180 meters Scaled)
 AG7713
 AG7713                          SUPERSEDED SURVEY CONTROL
 AG7713
 AG7713.No superseded survey control is available for this station.
 AG7713
 AG7713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL472241(NAD 83)
 AG7713_MARKER: DJ = TIDAL STATION DISK
 AG7713_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7713_SP_SET: CONCRETE SEAWALL
 AG7713_STAMPING: 6083 B 1977
 AG7713_MARK LOGO: NOS   
 AG7713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7713+STABILITY: SURFACE MOTION
 AG7713
 AG7713  HISTORY     - Date     Condition        Report By
 AG7713  HISTORY     - 1977     MONUMENTED       NOS
 AG7713  HISTORY     - 1983     GOOD             FLDNR
 AG7713  HISTORY     - 20020603 GOOD             USPSQD
 AG7713
 AG7713                          STATION DESCRIPTION
 AG7713
 AG7713'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7713'IN SARASOTA.
 AG7713'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7713'IS SET IN THE NORTH SEAWALL OF THE PARK, 51 FEET SOUTHWEST OF THE EAST
 AG7713'CORNER OF THE BOAT BASIN, 21 FEET WEST OF A LAMP POST, AND 240 FEET
 AG7713'EAST OF BENCH MARK 6083 A 1977.
 AG7713
 AG7713                          STATION RECOVERY (2002)
 AG7713
 AG7713'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7712 ***********************************************************************
 AG7712  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7712  DESIGNATION -  872 6083 C TIDAL
 AG7712  PID         -  AG7712
 AG7712  STATE/COUNTY-  FL/SARASOTA
 AG7712  USGS QUAD   -  SARASOTA (1992)
 AG7712
 AG7712                         *CURRENT SURVEY CONTROL
 AG7712  ___________________________________________________________________
 AG7712* NAD 83(1986)-  27 19 56.     (N)    082 32 39.     (W)     SCALED    
 AG7712* NAVD 88     -         0.713  (meters)       2.34   (feet)  ADJUSTED  
 AG7712  ___________________________________________________________________
 AG7712  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG7712  DYNAMIC HT  -           0.712 (meters)       2.34  (feet)  COMP
 AG7712  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 AG7712
 AG7712  VERT ORDER  -  SECOND    CLASS I
 AG7712
 AG7712.The horizontal coordinates were scaled from a topographic map and have
 AG7712.an estimated accuracy of +/- 6 seconds.
 AG7712
 AG7712.The orthometric height was determined by differential leveling
 AG7712.and adjusted by the National Geodetic Survey in June 1991..
 AG7712
 AG7712.This Tidal Bench Mark is designated as VM 6124
 AG7712.by the Center for Operational Oceanographic Products and Services.
 AG7712
 AG7712.The geoid height was determined by GEOID03.
 AG7712
 AG7712.The dynamic height is computed by dividing the NAVD 88
 AG7712.geopotential number by the normal gravity value computed on the
 AG7712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7712.degrees latitude (g = 980.6199 gals.).
 AG7712
 AG7712.The modeled gravity was interpolated from observed gravity values.
 AG7712
 AG7712;                    North         East    Units  Estimated Accuracy
 AG7712;SPC FL W     -   332,330.      146,150.      MT  (+/- 180 meters Scaled)
 AG7712
 AG7712                          SUPERSEDED SURVEY CONTROL
 AG7712
 AG7712.No superseded survey control is available for this station.
 AG7712
 AG7712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL472241(NAD 83)
 AG7712_MARKER: DJ = TIDAL STATION DISK
 AG7712_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7712_SP_SET: CONCRETE SEAWALL
 AG7712_STAMPING: 6083 C 1977
 AG7712_MARK LOGO: NOS   
 AG7712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7712+STABILITY: SURFACE MOTION
 AG7712
 AG7712  HISTORY     - Date     Condition        Report By
 AG7712  HISTORY     - 1977     MONUMENTED       NOS
 AG7712  HISTORY     - 1983     GOOD             FLDNR
 AG7712  HISTORY     - 20020603 GOOD             USPSQD
 AG7712
 AG7712                          STATION DESCRIPTION
 AG7712
 AG7712'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7712'IN SARASOTA.
 AG7712'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7712'IS SET IN THE SOUTH SEAWALL OF THE PARK, 32 FEET SOUTHEAST OF THE
 AG7712'WALKWAY MEDIAN, 128 FEET NORTH OF THE NORTHEAST CORNER OF A SNACK BAR,
 AG7712'61.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE SEAWALL, AND 360 FEET
 AG7712'SOUTH OF BENCH MARK 6083 E 1977.
 AG7712
 AG7712                          STATION RECOVERY (2002)
 AG7712
 AG7712'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7710 ***********************************************************************
 AG7710  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7710  DESIGNATION -  872 6083 G TIDAL
 AG7710  PID         -  AG7710
 AG7710  STATE/COUNTY-  FL/SARASOTA
 AG7710  USGS QUAD   -  SARASOTA (1992)
 AG7710
 AG7710                         *CURRENT SURVEY CONTROL
 AG7710  ___________________________________________________________________
 AG7710* NAD 83(1986)-  27 20 03.     (N)    082 32 39.     (W)     SCALED    
 AG7710* NAVD 88     -         1.944  (meters)       6.38   (feet)  ADJUSTED  
 AG7710  ___________________________________________________________________
 AG7710  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG7710  DYNAMIC HT  -           1.941 (meters)       6.37  (feet)  COMP
 AG7710  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 AG7710
 AG7710  VERT ORDER  -  SECOND    CLASS I
 AG7710
 AG7710.The horizontal coordinates were scaled from a topographic map and have
 AG7710.an estimated accuracy of +/- 6 seconds.
 AG7710
 AG7710.The orthometric height was determined by differential leveling
 AG7710.and adjusted by the National Geodetic Survey in June 1991..
 AG7710
 AG7710.This Tidal Bench Mark is designated as VM 6126
 AG7710.by the Center for Operational Oceanographic Products and Services.
 AG7710
 AG7710.The geoid height was determined by GEOID03.
 AG7710
 AG7710.The dynamic height is computed by dividing the NAVD 88
 AG7710.geopotential number by the normal gravity value computed on the
 AG7710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7710.degrees latitude (g = 980.6199 gals.).
 AG7710
 AG7710.The modeled gravity was interpolated from observed gravity values.
 AG7710
 AG7710;                    North         East    Units  Estimated Accuracy
 AG7710;SPC FL W     -   332,550.      146,150.      MT  (+/- 180 meters Scaled)
 AG7710
 AG7710                          SUPERSEDED SURVEY CONTROL
 AG7710
 AG7710.No superseded survey control is available for this station.
 AG7710
 AG7710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL472243(NAD 83)
 AG7710_MARKER: DJ = TIDAL STATION DISK
 AG7710_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7710+WITH SETTING: PAVEMENT
 AG7710_SP_SET: CONCRETE BASE FOR WAR MEMORIAL
 AG7710_STAMPING: 6083 G 1982
 AG7710_MARK LOGO: NOS   
 AG7710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7710+STABILITY: SURFACE MOTION
 AG7710
 AG7710  HISTORY     - Date     Condition        Report By
 AG7710  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7710  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7710
 AG7710                          STATION DESCRIPTION
 AG7710
 AG7710'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7710'IN SARASOTA.
 AG7710'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7710'IS SET IN THE BASE FOR A WAR MEMORIAL ACROSS U.S. HIGHWAY 41 FROM THE
 AG7710'PARK AND MARINA JACKS RESTAURANT, 103.3 FEET NORTH-NORTHEAST OF THE
 AG7710'CENTERLINE OF U.S. 41 NORTHBOUND, 75.6 FEET SOUTHWEST OF THE
 AG7710'CENTERLINE OF GULFSTREAM AVENUE, AND 17.4 FEET NORTH OF THE NORTHEAST
 AG7710'CORNER OF A TIERED PLATFORM.
 AG7710
 AG7710                          STATION RECOVERY (2002)
 AG7710
 AG7710'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7710'UNDER PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7398 ***********************************************************************
 AG7398  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7398  DESIGNATION -  872 6089 TIDAL 1
 AG7398  PID         -  AG7398
 AG7398  STATE/COUNTY-  FL/SARASOTA
 AG7398  USGS QUAD   -  SARASOTA (1992)
 AG7398
 AG7398                         *CURRENT SURVEY CONTROL
 AG7398  ___________________________________________________________________
 AG7398* NAD 83(1986)-  27 20 19.     (N)    082 35 23.     (W)     SCALED    
 AG7398* NAVD 88     -         0.371  (meters)       1.22   (feet)  ADJUSTED  
 AG7398  ___________________________________________________________________
 AG7398  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG7398  DYNAMIC HT  -           0.370 (meters)       1.21  (feet)  COMP
 AG7398  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 AG7398
 AG7398  VERT ORDER  -  SECOND    CLASS I
 AG7398
 AG7398.The horizontal coordinates were scaled from a topographic map and have
 AG7398.an estimated accuracy of +/- 6 seconds.
 AG7398
 AG7398.The orthometric height was determined by differential leveling
 AG7398.and adjusted by the National Geodetic Survey in June 1991..
 AG7398
 AG7398.This Tidal Bench Mark is designated as VM 6131
 AG7398.by the Center for Operational Oceanographic Products and Services.
 AG7398
 AG7398.The geoid height was determined by GEOID03.
 AG7398
 AG7398.The dynamic height is computed by dividing the NAVD 88
 AG7398.geopotential number by the normal gravity value computed on the
 AG7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7398.degrees latitude (g = 980.6199 gals.).
 AG7398
 AG7398.The modeled gravity was interpolated from observed gravity values.
 AG7398
 AG7398;                    North         East    Units  Estimated Accuracy
 AG7398;SPC FL W     -   333,060.      141,650.      MT  (+/- 180 meters Scaled)
 AG7398
 AG7398                          SUPERSEDED SURVEY CONTROL
 AG7398
 AG7398.No superseded survey control is available for this station.
 AG7398
 AG7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427249(NAD 83)
 AG7398_MARKER: DJ = TIDAL STATION DISK
 AG7398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7398_STAMPING: NO. 1 1973
 AG7398_MARK LOGO: NOS   
 AG7398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7398+STABILITY: SURFACE MOTION
 AG7398
 AG7398  HISTORY     - Date     Condition        Report By
 AG7398  HISTORY     - 1973     MONUMENTED       NOS
 AG7398  HISTORY     - 1979     GOOD             FLDNR
 AG7398  HISTORY     - 1983     GOOD             USPSQD
 AG7398  HISTORY     - 1983     GOOD             FLDNR
 AG7398  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG7398
 AG7398                          STATION DESCRIPTION
 AG7398
 AG7398'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7398'SARASOTA.
 AG7398'AT LONGBOAT KEY MARINA, THE MARK IS AT THE NORTHWEST CORNER OF THE
 AG7398'SMALL BOAT BASIN, ABOUT 20 FEET NORTHWEST OF THE NORTH SIDE OF THE
 AG7398'BASIN WATER ENTRANCE, ABOUT 45 FEET SOUTHEAST OF THE OFFICE BUILDING,
 AG7398'AND ABOUT 30 FEET SOUTHWEST OF THE BAYFRONT SEAWALL.
 AG7398
 AG7398                          STATION RECOVERY (1983)
 AG7398
 AG7398'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7398'MARKER DISC IS ON FACE OF MARINA SEAWALL 30 FT. SOUTHWEST OF BAY
 AG7398'FRONT SEAWALL, 20 FT. NORTHWEST OF THE MARINA CHANNEL ENTRANCE.
 AG7398
 AG7398                          STATION RECOVERY (1983)
 AG7398
 AG7398'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7398'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7398'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7398'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7398'789, GO 1.75 MILES NORTHWEST ALONG STATE ROAD 789 TO LONGBOAT KEY
 AG7398'MARINA AND THE MARK.  THE MARK IS LOCATED AT THE NORTHWEST CORNER OF
 AG7398'THE SMALL BOAT BASIN.  THE MARK BEARS 20 FEET NORTHWEST OF THE NORTH
 AG7398'SIDE OF THE BASIN WATER ENTRANCE, 45 FEET SOUTHEAST OF THE OFFICE
 AG7398'BUILDING, AND 30 FEET SOUTHWEST OF THE BAY-FRONT SEAWALL.
 AG7398
 AG7398                          STATION RECOVERY (2002)
 AG7398
 AG7398'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7398'ALL NEW FACILITY CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7399 ***********************************************************************
 AG7399  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7399  DESIGNATION -  872 6089 TIDAL 2
 AG7399  PID         -  AG7399
 AG7399  STATE/COUNTY-  FL/SARASOTA
 AG7399  USGS QUAD   -  SARASOTA (1992)
 AG7399
 AG7399                         *CURRENT SURVEY CONTROL
 AG7399  ___________________________________________________________________
 AG7399* NAD 83(1986)-  27 20 20.     (N)    082 35 24.     (W)     SCALED    
 AG7399* NAVD 88     -         0.696  (meters)       2.28   (feet)  ADJUSTED  
 AG7399  ___________________________________________________________________
 AG7399  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG7399  DYNAMIC HT  -           0.695 (meters)       2.28  (feet)  COMP
 AG7399  MODELED GRAV-     979,131.4   (mgal)                       NAVD 88
 AG7399
 AG7399  VERT ORDER  -  SECOND    CLASS I
 AG7399
 AG7399.The horizontal coordinates were scaled from a topographic map and have
 AG7399.an estimated accuracy of +/- 6 seconds.
 AG7399
 AG7399.The orthometric height was determined by differential leveling
 AG7399.and adjusted by the National Geodetic Survey in June 1991..
 AG7399
 AG7399.This Tidal Bench Mark is designated as VM 6132
 AG7399.by the Center for Operational Oceanographic Products and Services.
 AG7399
 AG7399.The geoid height was determined by GEOID03.
 AG7399
 AG7399.The dynamic height is computed by dividing the NAVD 88
 AG7399.geopotential number by the normal gravity value computed on the
 AG7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7399.degrees latitude (g = 980.6199 gals.).
 AG7399
 AG7399.The modeled gravity was interpolated from observed gravity values.
 AG7399
 AG7399;                    North         East    Units  Estimated Accuracy
 AG7399;SPC FL W     -   333,090.      141,620.      MT  (+/- 180 meters Scaled)
 AG7399
 AG7399                          SUPERSEDED SURVEY CONTROL
 AG7399
 AG7399.No superseded survey control is available for this station.
 AG7399
 AG7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427249(NAD 83)
 AG7399_MARKER: DJ = TIDAL STATION DISK
 AG7399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7399_STAMPING: NO. 2 1973
 AG7399_MARK LOGO: NOS   
 AG7399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7399+STABILITY: SURFACE MOTION
 AG7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7399+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 AG7399
 AG7399  HISTORY     - Date     Condition        Report By
 AG7399  HISTORY     - 1973     MONUMENTED       NOS
 AG7399  HISTORY     - 1979     GOOD             FLDNR
 AG7399  HISTORY     - 1983     GOOD             FLDNR
 AG7399  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG7399  HISTORY     - 20050429 GOOD             USPSQD
 AG7399
 AG7399                          STATION DESCRIPTION
 AG7399
 AG7399'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7399'SARASOTA.
 AG7399'AT LONGBOAT KEY MARINA, THE MARK IS SET IN THE TOP OF THE INTERSECTION
 AG7399'OF A SEAWALL AND RETAINER WALL, AND BEARS 3 FEET SOUTHEAST OF SLIGHT
 AG7399'BEND IN THE SEAWALL, ABOUT 20 FEET NORTH OF THE NORTHWEST CORNER OF
 AG7399'THE OFFICE BUILDING.
 AG7399
 AG7399                          STATION RECOVERY (1983)
 AG7399
 AG7399'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7399'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7399'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7399'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7399'789, GO 1.75 MILES NORTHWEST ALONG STATE ROAD 789 TO LONGBOAT KEY
 AG7399'MARINA AND THE MARK.  THE MARK IS LOCATED AT THE INTERSECTION OF THE
 AG7399'16-INCH WIDE SEAWALL AND A 1-FOOT THICK PERPENDICULAR INLAND RETAINER
 AG7399'WALL 24 FEET LONG.  THE MARK BEARS 3 FEET SOUTHEAST OF A SLIGHT BEND
 AG7399'IN THE SEAWALL AND 20 FEET NORTH OF THE NORTHWEST CORNER OF THE OFFICE
 AG7399'BUILDING.
 AG7399
 AG7399                          STATION RECOVERY (2002)
 AG7399
 AG7399'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7399'ALL NEW FACILITY CONSTRUCTION
 AG7399
 AG7399                          STATION RECOVERY (2005)
 AG7399
 AG7399'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AG7399'MARK IS DIRECTLY UNDER THE FENCE BETWEEN A NEW MARINA AND THE
 AG7399'ADJOINING CONDOMINIUM, ON TOP OF THE MARINA SEAWALL. THE PERPENDICULAR
 AG7399'WALL NOTED EARLIER IS NOT IN SIGHT. STAMPED 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7396 ***********************************************************************
 AG7396  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7396  DESIGNATION -  872 6089 TIDAL 3
 AG7396  PID         -  AG7396
 AG7396  STATE/COUNTY-  FL/SARASOTA
 AG7396  USGS QUAD   -  SARASOTA (1992)
 AG7396
 AG7396                         *CURRENT SURVEY CONTROL
 AG7396  ___________________________________________________________________
 AG7396* NAD 83(1986)-  27 20 11.     (N)    082 35 20.     (W)     SCALED    
 AG7396* NAVD 88     -         0.678  (meters)       2.22   (feet)  ADJUSTED  
 AG7396  ___________________________________________________________________
 AG7396  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG7396  DYNAMIC HT  -           0.677 (meters)       2.22  (feet)  COMP
 AG7396  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 AG7396
 AG7396  VERT ORDER  -  SECOND    CLASS I
 AG7396
 AG7396.The horizontal coordinates were scaled from a topographic map and have
 AG7396.an estimated accuracy of +/- 6 seconds.
 AG7396
 AG7396.The orthometric height was determined by differential leveling
 AG7396.and adjusted by the National Geodetic Survey in June 1991..
 AG7396
 AG7396.This Tidal Bench Mark is designated as VM 6133
 AG7396.by the Center for Operational Oceanographic Products and Services.
 AG7396
 AG7396.The geoid height was determined by GEOID03.
 AG7396
 AG7396.The dynamic height is computed by dividing the NAVD 88
 AG7396.geopotential number by the normal gravity value computed on the
 AG7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7396.degrees latitude (g = 980.6199 gals.).
 AG7396
 AG7396.The modeled gravity was interpolated from observed gravity values.
 AG7396
 AG7396;                    North         East    Units  Estimated Accuracy
 AG7396;SPC FL W     -   332,810.      141,730.      MT  (+/- 180 meters Scaled)
 AG7396
 AG7396                          SUPERSEDED SURVEY CONTROL
 AG7396
 AG7396.No superseded survey control is available for this station.
 AG7396
 AG7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL428246(NAD 83)
 AG7396_MARKER: DJ = TIDAL STATION DISK
 AG7396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7396_SP_SET: CONCRETE CULVERT ABUTMENT
 AG7396_STAMPING: NO. 3 1973
 AG7396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7396
 AG7396  HISTORY     - Date     Condition        Report By
 AG7396  HISTORY     - 1973     MONUMENTED       NOS
 AG7396  HISTORY     - 1979     GOOD             FLDNR
 AG7396  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG7396
 AG7396                          STATION DESCRIPTION
 AG7396
 AG7396'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7396'SARASOTA.
 AG7396'LOCATED ABOUT 0.08 MILES SOUTHEAST OF THE ENTRANCE ROAD TO LONGBOAT
 AG7396'KEY MARINA AND ABOUT 0.07 MILES NORTHWEST OF THE ENTRANCE TO LONGBOAT
 AG7396'KEY CLUB AND GOLF COURSE, THE MARK BEARS 18 FEET SOUTHWEST OF THE
 AG7396'CENTERLINE OF STATE ROAD 789, ABOUT 75 FEET SOUTHWEST OF AND ACROSS
 AG7396'HIGHWAY FROM CONCRETE POWER LINE POLE NO. 45G68, AND ABOUT 40 FEET
 AG7396'SOUTHWEST OF A SIMILAR CULVERT ON THE OTHER SIDE OF HIGHWAY.
 AG7396
 AG7396                          STATION RECOVERY (2002)
 AG7396
 AG7396'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7396'MEASURED FROM POLE, DID NOT SEE MARK AT EDGE OF NEW PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7691 ***********************************************************************
 AG7691  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7691  DESIGNATION -  872 6159 A TIDAL
 AG7691  PID         -  AG7691
 AG7691  STATE/COUNTY-  FL/MANATEE
 AG7691  USGS QUAD   -  BRADENTON (1987)
 AG7691
 AG7691                         *CURRENT SURVEY CONTROL
 AG7691  ___________________________________________________________________
 AG7691* NAD 83(1986)-  27 24 38.     (N)    082 34 42.     (W)     SCALED    
 AG7691* NAVD 88     -         1.137  (meters)       3.73   (feet)  ADJUSTED  
 AG7691  ___________________________________________________________________
 AG7691  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7691  DYNAMIC HT  -           1.136 (meters)       3.73  (feet)  COMP
 AG7691  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AG7691
 AG7691  VERT ORDER  -  SECOND    CLASS I
 AG7691
 AG7691.The horizontal coordinates were scaled from a topographic map and have
 AG7691.an estimated accuracy of +/- 6 seconds.
 AG7691
 AG7691.The orthometric height was determined by differential leveling
 AG7691.and adjusted by the National Geodetic Survey in June 1991..
 AG7691
 AG7691.This Tidal Bench Mark is designated as VM 6134
 AG7691.by the Center for Operational Oceanographic Products and Services.
 AG7691
 AG7691.The geoid height was determined by GEOID03.
 AG7691
 AG7691.The dynamic height is computed by dividing the NAVD 88
 AG7691.geopotential number by the normal gravity value computed on the
 AG7691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7691.degrees latitude (g = 980.6199 gals.).
 AG7691
 AG7691.The modeled gravity was interpolated from observed gravity values.
 AG7691
 AG7691;                    North         East    Units  Estimated Accuracy
 AG7691;SPC FL W     -   341,030.      142,810.      MT  (+/- 180 meters Scaled)
 AG7691
 AG7691                          SUPERSEDED SURVEY CONTROL
 AG7691
 AG7691.No superseded survey control is available for this station.
 AG7691
 AG7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439328(NAD 83)
 AG7691_MARKER: DJ = TIDAL STATION DISK
 AG7691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7691_SP_SET: CONCRETE SEAWALL
 AG7691_STAMPING: 6159 A 1977
 AG7691_MARK LOGO: NOS   
 AG7691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7691+STABILITY: SURFACE MOTION
 AG7691
 AG7691  HISTORY     - Date     Condition        Report By
 AG7691  HISTORY     - 1977     MONUMENTED       NOS
 AG7691  HISTORY     - 1983     GOOD             FLDNR
 AG7691  HISTORY     - 1989     GOOD             USPSQD
 AG7691  HISTORY     - 1990     GOOD             USPSQD
 AG7691
 AG7691                          STATION DESCRIPTION
 AG7691
 AG7691'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7691'4.5 MI SW FROM ONECO.
 AG7691'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7691'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7691'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7691'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7691'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7691'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE, GO 0.05 MILE
 AG7691'SOUTHWEST ON NORTH ISLES DRIVE TO ITS END.  THE MARK BEARS 54 FEET
 AG7691'SOUTHEAST OF THE CENTERLINE OF NORTH ISLES DRIVE, 43.5 FEET NORTHWEST
 AG7691'OF THE NORTHWEST CORNER OF A SWIMMING POOL, 25.8 FEET NORTHEAST OF THE
 AG7691'SOUTHWEST EDGE OF THE SEAWALL, AND 3 FEET SOUTHWEST OF THE NORTHEAST
 AG7691'EDGE OF THE SEAWALL.
 AG7691
 AG7691                          STATION RECOVERY (1989)
 AG7691
 AG7691'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7691'RECOVERED IN GOOD CONDITION.
 AG7691
 AG7691                          STATION RECOVERY (1990)
 AG7691
 AG7691'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7692 ***********************************************************************
 AG7692  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7692  DESIGNATION -  872 6159 B TIDAL
 AG7692  PID         -  AG7692
 AG7692  STATE/COUNTY-  FL/MANATEE
 AG7692  USGS QUAD   -  BRADENTON (1987)
 AG7692
 AG7692                         *CURRENT SURVEY CONTROL
 AG7692  ___________________________________________________________________
 AG7692* NAD 83(1986)-  27 24 38.     (N)    082 34 42.     (W)     SCALED    
 AG7692* NAVD 88     -         1.168  (meters)       3.83   (feet)  ADJUSTED  
 AG7692  ___________________________________________________________________
 AG7692  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7692  DYNAMIC HT  -           1.166 (meters)       3.83  (feet)  COMP
 AG7692  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AG7692
 AG7692  VERT ORDER  -  SECOND    CLASS I
 AG7692
 AG7692.The horizontal coordinates were scaled from a topographic map and have
 AG7692.an estimated accuracy of +/- 6 seconds.
 AG7692
 AG7692.The orthometric height was determined by differential leveling
 AG7692.and adjusted by the National Geodetic Survey in June 1991..
 AG7692
 AG7692.This Tidal Bench Mark is designated as VM 6135
 AG7692.by the Center for Operational Oceanographic Products and Services.
 AG7692
 AG7692.The geoid height was determined by GEOID03.
 AG7692
 AG7692.The dynamic height is computed by dividing the NAVD 88
 AG7692.geopotential number by the normal gravity value computed on the
 AG7692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7692.degrees latitude (g = 980.6199 gals.).
 AG7692
 AG7692.The modeled gravity was interpolated from observed gravity values.
 AG7692
 AG7692;                    North         East    Units  Estimated Accuracy
 AG7692;SPC FL W     -   341,030.      142,810.      MT  (+/- 180 meters Scaled)
 AG7692
 AG7692                          SUPERSEDED SURVEY CONTROL
 AG7692
 AG7692.No superseded survey control is available for this station.
 AG7692
 AG7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439328(NAD 83)
 AG7692_MARKER: DJ = TIDAL STATION DISK
 AG7692_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7692_SP_SET: CONCRETE SEAWALL
 AG7692_STAMPING: 6159 B 1977
 AG7692_MARK LOGO: NOS   
 AG7692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7692+STABILITY: SURFACE MOTION
 AG7692
 AG7692  HISTORY     - Date     Condition        Report By
 AG7692  HISTORY     - 1977     MONUMENTED       NOS
 AG7692  HISTORY     - 1983     GOOD             FLDNR
 AG7692  HISTORY     - 1989     GOOD             USPSQD
 AG7692  HISTORY     - 1990     GOOD             USPSQD
 AG7692
 AG7692                          STATION DESCRIPTION
 AG7692
 AG7692'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7692'4.5 MI SW FROM ONECO.
 AG7692'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7692'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7692'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7692'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7692'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7692'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE, GO 0.05 MILE
 AG7692'SOUTHWEST ON NORTH ISLES DRIVE TO ITS END.  THE MARK BEARS 34 FEET
 AG7692'NORTHWEST OF THE CENTERLINE OF THE DRIVE AT THE END OF THE PAVEMENT,
 AG7692'29 FEET EAST OF THE WEST EDGE OF THE SEAWALL, AND 0.7 FOOT WEST OF THE
 AG7692'EAST END OF THE SEAWALL.
 AG7692
 AG7692                          STATION RECOVERY (1989)
 AG7692
 AG7692'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7692'RECOVERED IN GOOD CONDITION.
 AG7692
 AG7692                          STATION RECOVERY (1990)
 AG7692
 AG7692'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7693 ***********************************************************************
 AG7693  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7693  DESIGNATION -  872 6159 C TIDAL
 AG7693  PID         -  AG7693
 AG7693  STATE/COUNTY-  FL/MANATEE
 AG7693  USGS QUAD   -  BRADENTON (1987)
 AG7693
 AG7693                         *CURRENT SURVEY CONTROL
 AG7693  ___________________________________________________________________
 AG7693* NAD 83(1986)-  27 24 38.     (N)    082 34 42.     (W)     SCALED    
 AG7693* NAVD 88     -         1.151  (meters)       3.78   (feet)  ADJUSTED  
 AG7693  ___________________________________________________________________
 AG7693  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7693  DYNAMIC HT  -           1.149 (meters)       3.77  (feet)  COMP
 AG7693  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AG7693
 AG7693  VERT ORDER  -  SECOND    CLASS I
 AG7693
 AG7693.The horizontal coordinates were scaled from a topographic map and have
 AG7693.an estimated accuracy of +/- 6 seconds.
 AG7693
 AG7693.The orthometric height was determined by differential leveling
 AG7693.and adjusted by the National Geodetic Survey in June 1991..
 AG7693
 AG7693.This Tidal Bench Mark is designated as VM 6136
 AG7693.by the Center for Operational Oceanographic Products and Services.
 AG7693
 AG7693.The geoid height was determined by GEOID03.
 AG7693
 AG7693.The dynamic height is computed by dividing the NAVD 88
 AG7693.geopotential number by the normal gravity value computed on the
 AG7693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7693.degrees latitude (g = 980.6199 gals.).
 AG7693
 AG7693.The modeled gravity was interpolated from observed gravity values.
 AG7693
 AG7693;                    North         East    Units  Estimated Accuracy
 AG7693;SPC FL W     -   341,030.      142,810.      MT  (+/- 180 meters Scaled)
 AG7693
 AG7693                          SUPERSEDED SURVEY CONTROL
 AG7693
 AG7693.No superseded survey control is available for this station.
 AG7693
 AG7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439328(NAD 83)
 AG7693_MARKER: DJ = TIDAL STATION DISK
 AG7693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7693_SP_SET: CONCRETE SEAWALL
 AG7693_STAMPING: 6159 C 1977
 AG7693_MARK LOGO: NOS   
 AG7693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7693+STABILITY: SURFACE MOTION
 AG7693
 AG7693  HISTORY     - Date     Condition        Report By
 AG7693  HISTORY     - 1977     MONUMENTED       NOS
 AG7693  HISTORY     - 1983     GOOD             FLDNR
 AG7693  HISTORY     - 1989     GOOD             USPSQD
 AG7693  HISTORY     - 1990     GOOD             USPSQD
 AG7693
 AG7693                          STATION DESCRIPTION
 AG7693
 AG7693'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7693'4.5 MI SW FROM ONECO.
 AG7693'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7693'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7693'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7693'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7693'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7693'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE, GO 0.05 MILE
 AG7693'SOUTHWEST ON NORTH ISLES DRIVE TO ITS END.  THE MARK BEARS 120 FEET
 AG7693'NORTHWEST OF THE CENTERLINE OF NORTH ISLES DRIVE, 96 FEET NORTHWEST OF
 AG7693'THE SOUTH END OF THE SEAWALL, AND IS SET IN THE TOP OF THE SEAWALL,
 AG7693'0.5 FOOT NORTHEAST OF THE SEAWALL AT THE WATERS EDGE.
 AG7693
 AG7693                          STATION RECOVERY (1989)
 AG7693
 AG7693'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7693'RECOVERED IN GOOD CONDITION.
 AG7693
 AG7693                          STATION RECOVERY (1990)
 AG7693
 AG7693'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7689 ***********************************************************************
 AG7689  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7689  DESIGNATION -  872 6159 E TIDAL
 AG7689  PID         -  AG7689
 AG7689  STATE/COUNTY-  FL/MANATEE
 AG7689  USGS QUAD   -  BRADENTON (1987)
 AG7689
 AG7689                         *CURRENT SURVEY CONTROL
 AG7689  ___________________________________________________________________
 AG7689* NAD 83(1986)-  27 24 38.     (N)    082 34 42.     (W)     SCALED    
 AG7689* NAVD 88     -         1.217  (meters)       3.99   (feet)  ADJUSTED  
 AG7689  ___________________________________________________________________
 AG7689  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7689  DYNAMIC HT  -           1.215 (meters)       3.99  (feet)  COMP
 AG7689  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AG7689
 AG7689  VERT ORDER  -  SECOND    CLASS I
 AG7689
 AG7689.The horizontal coordinates were scaled from a topographic map and have
 AG7689.an estimated accuracy of +/- 6 seconds.
 AG7689
 AG7689.The orthometric height was determined by differential leveling
 AG7689.and adjusted by the National Geodetic Survey in June 1991..
 AG7689
 AG7689.This Tidal Bench Mark is designated as VM 6137
 AG7689.by the Center for Operational Oceanographic Products and Services.
 AG7689
 AG7689.The geoid height was determined by GEOID03.
 AG7689
 AG7689.The dynamic height is computed by dividing the NAVD 88
 AG7689.geopotential number by the normal gravity value computed on the
 AG7689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7689.degrees latitude (g = 980.6199 gals.).
 AG7689
 AG7689.The modeled gravity was interpolated from observed gravity values.
 AG7689
 AG7689;                    North         East    Units  Estimated Accuracy
 AG7689;SPC FL W     -   341,030.      142,810.      MT  (+/- 180 meters Scaled)
 AG7689
 AG7689                          SUPERSEDED SURVEY CONTROL
 AG7689
 AG7689.No superseded survey control is available for this station.
 AG7689
 AG7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439328(NAD 83)
 AG7689_MARKER: DJ = TIDAL STATION DISK
 AG7689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7689_SP_SET: CONCRETE POST
 AG7689_STAMPING: 6159 E 1977
 AG7689_MARK LOGO: NOS   
 AG7689_PROJECTION: RECESSED 10 CENTIMETERS
 AG7689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7689+STABILITY: SURFACE MOTION
 AG7689
 AG7689  HISTORY     - Date     Condition        Report By
 AG7689  HISTORY     - 1977     MONUMENTED       NOS
 AG7689  HISTORY     - 1983     GOOD             FLDNR
 AG7689
 AG7689                          STATION DESCRIPTION
 AG7689
 AG7689'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7689'4.4 MI SW FROM ONECO.
 AG7689'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7689'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7689'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7689'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7689'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7689'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE.  THE MARK
 AG7689'BEARS 30 FEET NORTHEAST OF THE CENTERLINE OF WESTMORELAND DRIVE, 1.7
 AG7689'FEET WEST OF A UTILITY POLE, AND 38.2 FEET SOUTH-SOUTHWEST OF THE
 AG7689'SOUTH CORNER OF A HOUSE (8158).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7690 ***********************************************************************
 AG7690  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7690  DESIGNATION -  872 6159 F TIDAL
 AG7690  PID         -  AG7690
 AG7690  STATE/COUNTY-  FL/MANATEE
 AG7690  USGS QUAD   -  BRADENTON (1987)
 AG7690
 AG7690                         *CURRENT SURVEY CONTROL
 AG7690  ___________________________________________________________________
 AG7690* NAD 83(1986)-  27 24 38.     (N)    082 34 42.     (W)     SCALED    
 AG7690* NAVD 88     -         1.366  (meters)       4.48   (feet)  ADJUSTED  
 AG7690  ___________________________________________________________________
 AG7690  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7690  DYNAMIC HT  -           1.364 (meters)       4.48  (feet)  COMP
 AG7690  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AG7690
 AG7690  VERT ORDER  -  SECOND    CLASS I
 AG7690
 AG7690.The horizontal coordinates were scaled from a topographic map and have
 AG7690.an estimated accuracy of +/- 6 seconds.
 AG7690
 AG7690.The orthometric height was determined by differential leveling
 AG7690.and adjusted by the National Geodetic Survey in June 1991..
 AG7690
 AG7690.This Tidal Bench Mark is designated as VM 6138
 AG7690.by the Center for Operational Oceanographic Products and Services.
 AG7690
 AG7690.The geoid height was determined by GEOID03.
 AG7690
 AG7690.The dynamic height is computed by dividing the NAVD 88
 AG7690.geopotential number by the normal gravity value computed on the
 AG7690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7690.degrees latitude (g = 980.6199 gals.).
 AG7690
 AG7690.The modeled gravity was interpolated from observed gravity values.
 AG7690
 AG7690;                    North         East    Units  Estimated Accuracy
 AG7690;SPC FL W     -   341,030.      142,810.      MT  (+/- 180 meters Scaled)
 AG7690
 AG7690                          SUPERSEDED SURVEY CONTROL
 AG7690
 AG7690.No superseded survey control is available for this station.
 AG7690
 AG7690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439328(NAD 83)
 AG7690_MARKER: DJ = TIDAL STATION DISK
 AG7690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7690_SP_SET: COPPER-CLAD STEEL ROD
 AG7690_STAMPING: 6159 F 1977
 AG7690_MARK LOGO: NOS   
 AG7690_PROJECTION: FLUSH
 AG7690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7690_ROD/PIPE-DEPTH: 12.2 meters
 AG7690
 AG7690  HISTORY     - Date     Condition        Report By
 AG7690  HISTORY     - 1977     MONUMENTED       NOS
 AG7690  HISTORY     - 1983     GOOD             FLDNR
 AG7690  HISTORY     - 1989     GOOD             USPSQD
 AG7690  HISTORY     - 1990     GOOD             USPSQD
 AG7690
 AG7690                          STATION DESCRIPTION
 AG7690
 AG7690'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7690'4.4 MI SW FROM ONECO.
 AG7690'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7690'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7690'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7690'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7690'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7690'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE AND THE MARK
 AG7690'VICINITY.  THE MARK IS APPROXIMATELY 100 FEET SOUTHWEST OF THE
 AG7690'JUNCTION, 24.5 FEET NORTHWEST OF THE CENTERLINE OF NORTH ISLES DRIVE,
 AG7690'6.2 FEET SOUTHWEST OF A CLUMP OF PUNK TREES, AND 0.9 FOOT SOUTHWEST OF
 AG7690'UTILITY POLE 106.
 AG7690
 AG7690                          STATION RECOVERY (1989)
 AG7690
 AG7690'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7690'RECOVERED IN GOOD CONDITION.
 AG7690
 AG7690                          STATION RECOVERY (1990)
 AG7690
 AG7690'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7727 ***********************************************************************
 AG7727  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7727  DESIGNATION -  872 6217 B TIDAL
 AG7727  PID         -  AG7727
 AG7727  STATE/COUNTY-  FL/MANATEE
 AG7727  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7727
 AG7727                         *CURRENT SURVEY CONTROL
 AG7727  ___________________________________________________________________
 AG7727* NAD 83(1986)-  27 28 08.     (N)    082 41 27.     (W)     SCALED    
 AG7727* NAVD 88     -         1.090  (meters)       3.58   (feet)  ADJUSTED  
 AG7727  ___________________________________________________________________
 AG7727  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG7727  DYNAMIC HT  -           1.088 (meters)       3.57  (feet)  COMP
 AG7727  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 AG7727
 AG7727  VERT ORDER  -  SECOND    CLASS I
 AG7727
 AG7727.The horizontal coordinates were scaled from a topographic map and have
 AG7727.an estimated accuracy of +/- 6 seconds.
 AG7727
 AG7727.The orthometric height was determined by differential leveling
 AG7727.and adjusted by the National Geodetic Survey in June 1991..
 AG7727
 AG7727.This Tidal Bench Mark is designated as VM 6148
 AG7727.by the Center for Operational Oceanographic Products and Services.
 AG7727
 AG7727.The geoid height was determined by GEOID03.
 AG7727
 AG7727.The dynamic height is computed by dividing the NAVD 88
 AG7727.geopotential number by the normal gravity value computed on the
 AG7727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7727.degrees latitude (g = 980.6199 gals.).
 AG7727
 AG7727.The modeled gravity was interpolated from observed gravity values.
 AG7727
 AG7727;                    North         East    Units  Estimated Accuracy
 AG7727;SPC FL W     -   347,550.      131,720.      MT  (+/- 180 meters Scaled)
 AG7727
 AG7727                          SUPERSEDED SURVEY CONTROL
 AG7727
 AG7727.No superseded survey control is available for this station.
 AG7727
 AG7727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329395(NAD 83)
 AG7727_MARKER: DJ = TIDAL STATION DISK
 AG7727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7727_SP_SET: ONCRETE BULKHEAD
 AG7727_STAMPING: 6217 B 1977
 AG7727_MARK LOGO: NOS   
 AG7727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7727+STABILITY: SURFACE MOTION
 AG7727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7727+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 AG7727
 AG7727  HISTORY     - Date     Condition        Report By
 AG7727  HISTORY     - 1977     MONUMENTED       NOS
 AG7727  HISTORY     - 1983     GOOD             FLDNR
 AG7727  HISTORY     - 1989     GOOD             USPSQD
 AG7727  HISTORY     - 1990     GOOD             USPSQD
 AG7727  HISTORY     - 19900617 GOOD             FLDNR
 AG7727  HISTORY     - 1991     GOOD             USPSQD
 AG7727  HISTORY     - 20020302 GOOD             USPSQD
 AG7727
 AG7727                          STATION DESCRIPTION
 AG7727
 AG7727'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7727'IN CORTEZ.
 AG7727'IN CORTEZ, THE MARK IS NEAR THE EAST END OF THE STATE ROAD 684 BRIDGE
 AG7727'OVER ANNA MARIA SOUND.  THE MARK IS SET IN THE BULKHEAD ON THE SOUTH
 AG7727'SIDE OF THE BRIDGE, 1.3 FEET WEST OF THE SOUTHEAST END OF THE
 AG7727'BULKHEAD, 27.3 FEET SOUTHWEST OF POWER POLE 12707, AND 43 FEET SOUTH
 AG7727'OF THE SOUTHEAST CORNER OF THE BRIDGE.
 AG7727'THE MARK IS 10 FT BELOW ROAD.
 AG7727
 AG7727                          STATION RECOVERY (1989)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (1990)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (1990)
 AG7727
 AG7727'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (1991)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (2002)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7728 ***********************************************************************
 AG7728  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7728  DESIGNATION -  872 6217 C TIDAL
 AG7728  PID         -  AG7728
 AG7728  STATE/COUNTY-  FL/MANATEE
 AG7728  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7728
 AG7728                         *CURRENT SURVEY CONTROL
 AG7728  ___________________________________________________________________
 AG7728* NAD 83(1986)-  27 28 08.     (N)    082 41 27.     (W)     SCALED    
 AG7728* NAVD 88     -         1.097  (meters)       3.60   (feet)  ADJUSTED  
 AG7728  ___________________________________________________________________
 AG7728  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG7728  DYNAMIC HT  -           1.095 (meters)       3.59  (feet)  COMP
 AG7728  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 AG7728
 AG7728  VERT ORDER  -  SECOND    CLASS I
 AG7728
 AG7728.The horizontal coordinates were scaled from a topographic map and have
 AG7728.an estimated accuracy of +/- 6 seconds.
 AG7728
 AG7728.The orthometric height was determined by differential leveling
 AG7728.and adjusted by the National Geodetic Survey in June 1991..
 AG7728
 AG7728.This Tidal Bench Mark is designated as VM 6149
 AG7728.by the Center for Operational Oceanographic Products and Services.
 AG7728
 AG7728.The geoid height was determined by GEOID03.
 AG7728
 AG7728.The dynamic height is computed by dividing the NAVD 88
 AG7728.geopotential number by the normal gravity value computed on the
 AG7728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7728.degrees latitude (g = 980.6199 gals.).
 AG7728
 AG7728.The modeled gravity was interpolated from observed gravity values.
 AG7728
 AG7728;                    North         East    Units  Estimated Accuracy
 AG7728;SPC FL W     -   347,550.      131,720.      MT  (+/- 180 meters Scaled)
 AG7728
 AG7728                          SUPERSEDED SURVEY CONTROL
 AG7728
 AG7728.No superseded survey control is available for this station.
 AG7728
 AG7728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329395(NAD 83)
 AG7728_MARKER: DJ = TIDAL STATION DISK
 AG7728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7728_SP_SET: CONCRETE SEAWALL
 AG7728_STAMPING: 6217 C 1977
 AG7728_MARK LOGO: NOS   
 AG7728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7728+STABILITY: SURFACE MOTION
 AG7728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7728+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 AG7728
 AG7728  HISTORY     - Date     Condition        Report By
 AG7728  HISTORY     - 1977     MONUMENTED       NOS
 AG7728  HISTORY     - 1983     GOOD             FLDNR
 AG7728  HISTORY     - 1989     GOOD             USPSQD
 AG7728  HISTORY     - 1990     GOOD             USPSQD
 AG7728  HISTORY     - 19900617 GOOD             FLDNR
 AG7728  HISTORY     - 1991     GOOD             USPSQD
 AG7728  HISTORY     - 20020302 GOOD             USPSQD
 AG7728
 AG7728                          STATION DESCRIPTION
 AG7728
 AG7728'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7728'IN CORTEZ.
 AG7728'IN CORTEZ, THE MARK IS NEAR THE EAST END OF THE STATE ROAD 684 BRIDGE
 AG7728'OVER ANNA MARIA SOUND.  THE MARK IS SET IN THE SOUTH SEAWALL OF A BOAT
 AG7728'BASIN ON THE NORTH SIDE OF THE BRIDGE, 11.6 FEET WEST OF THE EAST END
 AG7728'OF THE SEAWALL, 55 FEET WEST-NORTHWEST OF POWER TRANSFORMER 13R363223,
 AG7728'AND 64 FEET NORTH OF THE CENTERLINE OF STATE ROAD 684.
 AG7728'THE MARK IS 8 FT BELOW ROAD.
 AG7728
 AG7728                          STATION RECOVERY (1989)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (1990)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (1990)
 AG7728
 AG7728'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (1991)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (2002)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7725 ***********************************************************************
 AG7725  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7725  DESIGNATION -  872 6217 E TIDAL
 AG7725  PID         -  AG7725
 AG7725  STATE/COUNTY-  FL/MANATEE
 AG7725  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7725
 AG7725                         *CURRENT SURVEY CONTROL
 AG7725  ___________________________________________________________________
 AG7725* NAD 83(1986)-  27 28 08.     (N)    082 41 27.     (W)     SCALED    
 AG7725* NAVD 88     -         2.764  (meters)       9.07   (feet)  ADJUSTED  
 AG7725  ___________________________________________________________________
 AG7725  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG7725  DYNAMIC HT  -           2.760 (meters)       9.06  (feet)  COMP
 AG7725  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 AG7725
 AG7725  VERT ORDER  -  SECOND    CLASS I
 AG7725
 AG7725.The horizontal coordinates were scaled from a topographic map and have
 AG7725.an estimated accuracy of +/- 6 seconds.
 AG7725
 AG7725.The orthometric height was determined by differential leveling
 AG7725.and adjusted by the National Geodetic Survey in March 1995..
 AG7725
 AG7725.This Tidal Bench Mark is designated as VM 6150
 AG7725.by the Center for Operational Oceanographic Products and Services.
 AG7725
 AG7725.The geoid height was determined by GEOID03.
 AG7725
 AG7725.The dynamic height is computed by dividing the NAVD 88
 AG7725.geopotential number by the normal gravity value computed on the
 AG7725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7725.degrees latitude (g = 980.6199 gals.).
 AG7725
 AG7725.The modeled gravity was interpolated from observed gravity values.
 AG7725
 AG7725;                    North         East    Units  Estimated Accuracy
 AG7725;SPC FL W     -   347,550.      131,720.      MT  (+/- 180 meters Scaled)
 AG7725
 AG7725                          SUPERSEDED SURVEY CONTROL
 AG7725
 AG7725  NAVD 88 (06/15/91)    2.777  (m)            9.11   (f) UNKNOWN     2 1
 AG7725
 AG7725.Superseded values are not recommended for survey control.
 AG7725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7725.See file dsdata.txt to determine how the superseded data were derived.
 AG7725
 AG7725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329395(NAD 83)
 AG7725_MARKER: DD = SURVEY DISK
 AG7725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7725_SP_SET: SIDEWALK CURBING
 AG7725_STAMPING: 6217 E
 AG7725_MARK LOGO: FLDT  
 AG7725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7725+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 AG7725
 AG7725  HISTORY     - Date     Condition        Report By
 AG7725  HISTORY     - UNK      MONUMENTED       FLDT
 AG7725  HISTORY     - 1983     GOOD             FLDNR
 AG7725  HISTORY     - 1989     GOOD             USPSQD
 AG7725  HISTORY     - 1990     GOOD             USPSQD
 AG7725  HISTORY     - 19900617 GOOD             FLDNR
 AG7725  HISTORY     - 20020302 GOOD             USPSQD
 AG7725
 AG7725                          STATION DESCRIPTION
 AG7725
 AG7725'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7725'IN CORTEZ.
 AG7725'IN CORTEZ, THE MARK IS NEAR THE EAST END OF THE STATE ROAD 684 BRIDGE
 AG7725'OVER ANNA MARIA SOUND.  THE MARK BEARS 205 FEET EAST OF THE SOUTHEAST
 AG7725'BRIDGE ABUTMENT, 17.7 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 684,
 AG7725'AND 25.5 FEET NORTH OF THE CENTERLINE OF THE OLD CORTEZ BRIDGE ROAD.
 AG7725'THE MARK IS 3 FT BELOW ROAD.
 AG7725
 AG7725                          STATION RECOVERY (1989)
 AG7725
 AG7725'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7725'RECOVERED IN GOOD CONDITION.
 AG7725
 AG7725                          STATION RECOVERY (1990)
 AG7725
 AG7725'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7725'RECOVERED IN GOOD CONDITION.
 AG7725
 AG7725                          STATION RECOVERY (1990)
 AG7725
 AG7725'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7725'RECOVERED IN GOOD CONDITION.
 AG7725
 AG7725                          STATION RECOVERY (2002)
 AG7725
 AG7725'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2000 ***********************************************************************
 AG2000  TIDAL BM    -  This is a Tidal Bench Mark.
 AG2000  DESIGNATION -  872 6217 TIDAL 1
 AG2000  PID         -  AG2000
 AG2000  STATE/COUNTY-  FL/MANATEE
 AG2000  USGS QUAD   -  BRADENTON BEACH (1987)
 AG2000
 AG2000                         *CURRENT SURVEY CONTROL
 AG2000  ___________________________________________________________________
 AG2000* NAD 83(1986)-  27 27 59.     (N)    082 41 16.     (W)     SCALED    
 AG2000* NAVD 88     -         0.968  (meters)       3.18   (feet)  ADJUSTED  
 AG2000  ___________________________________________________________________
 AG2000  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG2000  DYNAMIC HT  -           0.967 (meters)       3.17  (feet)  COMP
 AG2000  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 AG2000
 AG2000  VERT ORDER  -  FIRST     CLASS I
 AG2000
 AG2000.The horizontal coordinates were scaled from a topographic map and have
 AG2000.an estimated accuracy of +/- 6 seconds.
 AG2000
 AG2000.The orthometric height was determined by differential leveling
 AG2000.and adjusted by the National Geodetic Survey in June 1991..
 AG2000.WARNING-Repeat measurements at this control monument indicate possible
 AG2000.vertical movement.
 AG2000
 AG2000.This Tidal Bench Mark is designated as VM 6139
 AG2000.by the Center for Operational Oceanographic Products and Services.
 AG2000
 AG2000.The geoid height was determined by GEOID03.
 AG2000
 AG2000.The dynamic height is computed by dividing the NAVD 88
 AG2000.geopotential number by the normal gravity value computed on the
 AG2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG2000.degrees latitude (g = 980.6199 gals.).
 AG2000
 AG2000.The modeled gravity was interpolated from observed gravity values.
 AG2000
 AG2000;                    North         East    Units  Estimated Accuracy
 AG2000;SPC FL W     -   347,270.      132,020.      MT  (+/- 180 meters Scaled)
 AG2000
 AG2000                          SUPERSEDED SURVEY CONTROL
 AG2000
 AG2000  NGVD 29 (??/??/92)    1.27   (m)            4.2    (f) COMPUTED    1 1
 AG2000
 AG2000.Superseded values are not recommended for survey control.
 AG2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2000.See file dsdata.txt to determine how the superseded data were derived.
 AG2000
 AG2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL332392(NAD 83)
 AG2000_MARKER: DJ = TIDAL STATION DISK
 AG2000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG2000_SP_SET: RETAINING WALL
 AG2000_STAMPING: NO 1 1953
 AG2000_MARK LOGO: CGS   
 AG2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG2000+STABILITY: SURFACE MOTION
 AG2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG2000+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG2000
 AG2000  HISTORY     - Date     Condition        Report By
 AG2000  HISTORY     - 1953     MONUMENTED       CGS
 AG2000  HISTORY     - 1966     GOOD             NGS
 AG2000  HISTORY     - 1983     GOOD             FLDNR
 AG2000  HISTORY     - 1990     GOOD             USPSQD
 AG2000  HISTORY     - 19900617 GOOD             FLDNR
 AG2000  HISTORY     - 1991     GOOD             USPSQD
 AG2000  HISTORY     - 20030306 GOOD             USPSQD
 AG2000  HISTORY     - 20050310 GOOD             USPSQD
 AG2000  HISTORY     - 20060315 GOOD             USPSQD
 AG2000
 AG2000                          STATION DESCRIPTION
 AG2000
 AG2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG2000'AT CORTEZ.
 AG2000'AT CORTEZ, ABOUT 0.3 MILE WEST ALONG CORTEZ ROAD FROM THE POST
 AG2000'OFFICE, THENCE ABOUT 0.15 MILE SOUTH ALONG 124TH STREET CT. W.,
 AG2000'NEAR THE JUNCTION OF BAYVIEW AVENUE, AT THE ALBION INN, 81.5 FEET
 AG2000'SOUTHWEST OF THE SOUTHWEST CORNER OF THE INN, 64.0 FEET
 AG2000'EAST-SOUTHEAST OF THE FLAGPOLE, 26.0 FEET WEST OF THE CENTER
 AG2000'LINE OF THE BLACK TOPPED WALK LEADING TO THE NORTH END OF THE
 AG2000'FISHING PIER, ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF
 AG2000'THE CONCRETE SEA WALL.
 AG2000
 AG2000                          STATION RECOVERY (1983)
 AG2000
 AG2000'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG2000'RECOVERED IN GOOD CONDITION EXCEPT THE ALBION INN IS NOW THE U.S.
 AG2000'COAST GUARD CORTEZ STATION.
 AG2000
 AG2000                          STATION RECOVERY (1990)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (1990)
 AG2000
 AG2000'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (1991)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (2003)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG2000'TOP OF SEAWALL AND MARK IS NOW PAINTED YELLOW.
 AG2000
 AG2000                          STATION RECOVERY (2005)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG2000'TOP OF SEAWALL INCLUDING MARK IS PAINTED YELLOW.
 AG2000
 AG2000                          STATION RECOVERY (2006)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG2000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1999 ***********************************************************************
 AG1999  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1999  DESIGNATION -  872 6217 TIDAL 2
 AG1999  PID         -  AG1999
 AG1999  STATE/COUNTY-  FL/MANATEE
 AG1999  USGS QUAD   -  BRADENTON BEACH (1987)
 AG1999
 AG1999                         *CURRENT SURVEY CONTROL
 AG1999  ___________________________________________________________________
 AG1999* NAD 83(1986)-  27 27 58.     (N)    082 41 12.     (W)     SCALED    
 AG1999* NAVD 88     -         0.984  (meters)       3.23   (feet)  ADJUSTED  
 AG1999  ___________________________________________________________________
 AG1999  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG1999  DYNAMIC HT  -           0.982 (meters)       3.22  (feet)  COMP
 AG1999  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 AG1999
 AG1999  VERT ORDER  -  FIRST     CLASS I
 AG1999
 AG1999.The horizontal coordinates were scaled from a topographic map and have
 AG1999.an estimated accuracy of +/- 6 seconds.
 AG1999
 AG1999.The orthometric height was determined by differential leveling
 AG1999.and adjusted by the National Geodetic Survey in June 1991..
 AG1999
 AG1999.This Tidal Bench Mark is designated as VM 6144
 AG1999.by the Center for Operational Oceanographic Products and Services.
 AG1999
 AG1999.The geoid height was determined by GEOID03.
 AG1999
 AG1999.The dynamic height is computed by dividing the NAVD 88
 AG1999.geopotential number by the normal gravity value computed on the
 AG1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1999.degrees latitude (g = 980.6199 gals.).
 AG1999
 AG1999.The modeled gravity was interpolated from observed gravity values.
 AG1999
 AG1999;                    North         East    Units  Estimated Accuracy
 AG1999;SPC FL W     -   347,240.      132,130.      MT  (+/- 180 meters Scaled)
 AG1999
 AG1999                          SUPERSEDED SURVEY CONTROL
 AG1999
 AG1999  NGVD 29 (??/??/92)    1.28   (m)            4.2    (f) COMPUTED    1 1
 AG1999
 AG1999.Superseded values are not recommended for survey control.
 AG1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1999.See file dsdata.txt to determine how the superseded data were derived.
 AG1999
 AG1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333391(NAD 83)
 AG1999_MARKER: DJ = TIDAL STATION DISK
 AG1999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1999_SP_SET: RETAINING WALL
 AG1999_STAMPING: NO 2 1953
 AG1999_MARK LOGO: CGS   
 AG1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1999+STABILITY: SURFACE MOTION
 AG1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1999+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG1999
 AG1999  HISTORY     - Date     Condition        Report By
 AG1999  HISTORY     - 1953     MONUMENTED       CGS
 AG1999  HISTORY     - 1966     GOOD             NGS
 AG1999  HISTORY     - 1983     GOOD             FLDNR
 AG1999  HISTORY     - 1990     GOOD             USPSQD
 AG1999  HISTORY     - 19900617 GOOD             FLDNR
 AG1999  HISTORY     - 20030306 GOOD             USPSQD
 AG1999  HISTORY     - 20050310 GOOD             USPSQD
 AG1999  HISTORY     - 20060315 GOOD             USPSQD
 AG1999
 AG1999                          STATION DESCRIPTION
 AG1999
 AG1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1999'AT CORTEZ.
 AG1999'AT CORTEZ, ABOUT 0.3 MILE WEST ALONG CORTEZ ROAD FROM THE POST
 AG1999'OFFICE, THENCE ABOUT 0.15 MILE SOUTH ALONG 124TH STREET CT. W.,
 AG1999'NEAR THE JUNCTION OF BAYVIEW AVENUE, AT THE ALBION INN, 112 1/2
 AG1999'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE INN, 6.0 FEET
 AG1999'WEST OF THE FLAGPOLE, 90.5 FEET WEST OF THE CENTER LINE OF THE
 AG1999'BLACK TOPPED WALK LEADING TO THE NORTH END OF THE FISHING PIER,
 AG1999'69.8 FEET WEST OF TIDAL BENCH MARK 1 DESCRIBED, ABOUT LEVEL
 AG1999'WITH THE GROUND AND IN THE TOP OF THE CONCRETE SEA WALL AT A
 AG1999'POINT 2.5 FEET NORTH OF WHERE THE SEA WALL MAKES A RIGHT ANGLE
 AG1999'TURN.
 AG1999
 AG1999                          STATION RECOVERY (1983)
 AG1999
 AG1999'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1999'RECOVERED IN GOOD CONDITION EXCEPT THE ALBION INN IS NOW THE U.S.
 AG1999'COAST GUARD CORTEZ STATION.
 AG1999
 AG1999                          STATION RECOVERY (1990)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG1999'RECOVERED IN GOOD CONDITION.
 AG1999
 AG1999                          STATION RECOVERY (1990)
 AG1999
 AG1999'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG1999'RECOVERED IN GOOD CONDITION.
 AG1999
 AG1999                          STATION RECOVERY (2003)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG1999'TOP OF SEAWALL AND MARK IS NOW PAINTED YELLOW.
 AG1999
 AG1999                          STATION RECOVERY (2005)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG1999'TOP OF SEAWALL INCLUDING MARK IS PAINTED YELLOW.
 AG1999
 AG1999                          STATION RECOVERY (2006)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1998 ***********************************************************************
 AG1998  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1998  DESIGNATION -  872 6217 TIDAL 3
 AG1998  PID         -  AG1998
 AG1998  STATE/COUNTY-  FL/MANATEE
 AG1998  USGS QUAD   -  BRADENTON BEACH (1987)
 AG1998
 AG1998                         *CURRENT SURVEY CONTROL
 AG1998  ___________________________________________________________________
 AG1998* NAD 83(1986)-  27 27 59.     (N)    082 41 11.     (W)     SCALED    
 AG1998* NAVD 88     -         1.302  (meters)       4.27   (feet)  ADJUSTED  
 AG1998  ___________________________________________________________________
 AG1998  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG1998  DYNAMIC HT  -           1.300 (meters)       4.27  (feet)  COMP
 AG1998  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 AG1998
 AG1998  VERT ORDER  -  FIRST     CLASS I
 AG1998
 AG1998.The horizontal coordinates were scaled from a topographic map and have
 AG1998.an estimated accuracy of +/- 6 seconds.
 AG1998
 AG1998.The orthometric height was determined by differential leveling
 AG1998.and adjusted by the National Geodetic Survey in June 1991..
 AG1998
 AG1998.This Tidal Bench Mark is designated as VM 6145
 AG1998.by the Center for Operational Oceanographic Products and Services.
 AG1998
 AG1998.The geoid height was determined by GEOID03.
 AG1998
 AG1998.The dynamic height is computed by dividing the NAVD 88
 AG1998.geopotential number by the normal gravity value computed on the
 AG1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1998.degrees latitude (g = 980.6199 gals.).
 AG1998
 AG1998.The modeled gravity was interpolated from observed gravity values.
 AG1998
 AG1998;                    North         East    Units  Estimated Accuracy
 AG1998;SPC FL W     -   347,270.      132,160.      MT  (+/- 180 meters Scaled)
 AG1998
 AG1998                          SUPERSEDED SURVEY CONTROL
 AG1998
 AG1998  NGVD 29 (??/??/92)    1.62   (m)            5.3    (f) COMPUTED    1 1
 AG1998
 AG1998.Superseded values are not recommended for survey control.
 AG1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1998.See file dsdata.txt to determine how the superseded data were derived.
 AG1998
 AG1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333392(NAD 83)
 AG1998_MARKER: DJ = TIDAL STATION DISK
 AG1998_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG1998+WITH SETTING: PAVEMENT
 AG1998_SP_SET: MAT FOUNDATIONS
 AG1998_STAMPING: NO 3 1953
 AG1998_MARK LOGO: CGS   
 AG1998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1998+STABILITY: SURFACE MOTION
 AG1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1998+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG1998
 AG1998  HISTORY     - Date     Condition        Report By
 AG1998  HISTORY     - 1953     MONUMENTED       CGS
 AG1998  HISTORY     - 1966     GOOD             NGS
 AG1998  HISTORY     - 1983     GOOD             FLDNR
 AG1998  HISTORY     - 1990     GOOD             USPSQD
 AG1998  HISTORY     - 19900617 GOOD             FLDNR
 AG1998  HISTORY     - 1991     GOOD             USPSQD
 AG1998  HISTORY     - 20030306 GOOD             USPSQD
 AG1998  HISTORY     - 20050310 GOOD             USPSQD
 AG1998  HISTORY     - 20060315 GOOD             USPSQD
 AG1998
 AG1998                          STATION DESCRIPTION
 AG1998
 AG1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1998'AT CORTEZ.
 AG1998'AT CORTEZ, ABOUT 0.3 MILE WEST ALONG CORTEZ ROAD FROM THE POST
 AG1998'OFFICE, THENCE ABOUT 0.15 MILE SOUTH ALONG 124TH STREET CT. W.,
 AG1998'NEAR THE JUNCTION OF BAYVIEW AVENUE, NORTH OF AND ACROSS BAYVIEW
 AG1998'AVENUE FROM THE ALBION INN, AT THE SOUTH ENTRANCE TO A HOUSE
 AG1998'BEARING THE NAME SOUTH WIND, 46.5 FEET NORTH OF THE CENTER LINE
 AG1998'OF THE AVENUE, 76 FEET EAST OF THE CENTER LINE OF THE STREET,
 AG1998'IN THE TOP AT THE NORTHEAST CORNER OF A CONCRETE SLAB ABOUT
 AG1998'6-FOOT SQUARE AT THE FOOT OF THE STEPS AT THE SOUTH ENTRANCE
 AG1998'OF THE HOUSE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 AG1998
 AG1998                          STATION RECOVERY (1983)
 AG1998
 AG1998'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1998'RECOVERED IN GOOD CONDITION EXCEPT THE ALBION INN IS NOW THE U.S.
 AG1998'COAST GUARD CORTEZ STATION.
 AG1998
 AG1998                          STATION RECOVERY (1990)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (1990)
 AG1998
 AG1998'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (1991)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (2003)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG1998'MARK NOT GOOD FOR GPS BECAUSE IT IS UNDER A ROOF OF THE PORCH.
 AG1998
 AG1998                          STATION RECOVERY (2005)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (2006)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG1998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7651 ***********************************************************************
 AG7651  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7651  DESIGNATION -  872 6233 A TIDAL
 AG7651  PID         -  AG7651
 AG7651  STATE/COUNTY-  FL/MANATEE
 AG7651  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7651
 AG7651                         *CURRENT SURVEY CONTROL
 AG7651  ___________________________________________________________________
 AG7651* NAD 83(1986)-  27 29 12.     (N)    082 38 37.     (W)     SCALED    
 AG7651* NAVD 88     -         0.610  (meters)       2.00   (feet)  ADJUSTED  
 AG7651  ___________________________________________________________________
 AG7651  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7651  DYNAMIC HT  -           0.609 (meters)       2.00  (feet)  COMP
 AG7651  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 AG7651
 AG7651  VERT ORDER  -  SECOND    CLASS I
 AG7651
 AG7651.The horizontal coordinates were scaled from a topographic map and have
 AG7651.an estimated accuracy of +/- 6 seconds.
 AG7651
 AG7651.The orthometric height was determined by differential leveling
 AG7651.and adjusted by the National Geodetic Survey in June 1991..
 AG7651
 AG7651.This Tidal Bench Mark is designated as VM 6157
 AG7651.by the Center for Operational Oceanographic Products and Services.
 AG7651
 AG7651.The geoid height was determined by GEOID03.
 AG7651
 AG7651.The dynamic height is computed by dividing the NAVD 88
 AG7651.geopotential number by the normal gravity value computed on the
 AG7651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7651.degrees latitude (g = 980.6199 gals.).
 AG7651
 AG7651.The modeled gravity was interpolated from observed gravity values.
 AG7651
 AG7651;                    North         East    Units  Estimated Accuracy
 AG7651;SPC FL W     -   349,490.      136,400.      MT  (+/- 180 meters Scaled)
 AG7651
 AG7651                          SUPERSEDED SURVEY CONTROL
 AG7651
 AG7651.No superseded survey control is available for this station.
 AG7651
 AG7651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL376414(NAD 83)
 AG7651_MARKER: DJ = TIDAL STATION DISK
 AG7651_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7651_SP_SET: CONCRETE SEAWALL
 AG7651_STAMPING: 6233 A 1977
 AG7651_MARK LOGO: NOS   
 AG7651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7651+STABILITY: SURFACE MOTION
 AG7651
 AG7651  HISTORY     - Date     Condition        Report By
 AG7651  HISTORY     - 1977     MONUMENTED       NOS
 AG7651  HISTORY     - 1983     GOOD             FLDNR
 AG7651  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG7651  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AG7651
 AG7651                          STATION DESCRIPTION
 AG7651
 AG7651'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7651'5.05 MI WEST FROM BRADENTON.
 AG7651'BEGIN AT THE BRADENTON POST OFFICE, GO 4.4 MILES WEST ON STATE HIGHWAY
 AG7651'64 TO THE JUNCTION OF PALMA SOLA BOULEVARD, GO 0.65 MILE SOUTH ON
 AG7651'PALMA SOLA BOULEVARD TO A SMALL BRIDGE AND BOAT BASIN.  THE MARK BEARS
 AG7651'67 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 59.0 FEET
 AG7651'EAST OF THE CENTERLINE OF PALMA SOLA BOULEVARD AND 98 FEET NORTH OF
 AG7651'THE CENTERLINE OF ALHAMBRA DRIVE.
 AG7651
 AG7651                          STATION RECOVERY (2002)
 AG7651
 AG7651'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7651'SEARCHED AREA FOR ABOUT 15 MINUTES AND DID NOT FIND.
 AG7651
 AG7651                          STATION RECOVERY (2005)
 AG7651
 AG7651'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG7651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7653 ***********************************************************************
 AG7653  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7653  DESIGNATION -  872 6233 B TIDAL
 AG7653  PID         -  AG7653
 AG7653  STATE/COUNTY-  FL/MANATEE
 AG7653  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7653
 AG7653                         *CURRENT SURVEY CONTROL
 AG7653  ___________________________________________________________________
 AG7653* NAD 83(1986)-  27 29 12.     (N)    082 38 37.     (W)     SCALED    
 AG7653* NAVD 88     -         3.163  (meters)      10.38   (feet)  ADJUSTED  
 AG7653  ___________________________________________________________________
 AG7653  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7653  DYNAMIC HT  -           3.159 (meters)      10.36  (feet)  COMP
 AG7653  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 AG7653
 AG7653  VERT ORDER  -  SECOND    CLASS I
 AG7653
 AG7653.The horizontal coordinates were scaled from a topographic map and have
 AG7653.an estimated accuracy of +/- 6 seconds.
 AG7653
 AG7653.The orthometric height was determined by differential leveling
 AG7653.and adjusted by the National Geodetic Survey in June 1991..
 AG7653
 AG7653.This Tidal Bench Mark is designated as VM 6158
 AG7653.by the Center for Operational Oceanographic Products and Services.
 AG7653
 AG7653.The geoid height was determined by GEOID03.
 AG7653
 AG7653.The dynamic height is computed by dividing the NAVD 88
 AG7653.geopotential number by the normal gravity value computed on the
 AG7653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7653.degrees latitude (g = 980.6199 gals.).
 AG7653
 AG7653.The modeled gravity was interpolated from observed gravity values.
 AG7653
 AG7653;                    North         East    Units  Estimated Accuracy
 AG7653;SPC FL W     -   349,490.      136,400.      MT  (+/- 180 meters Scaled)
 AG7653
 AG7653                          SUPERSEDED SURVEY CONTROL
 AG7653
 AG7653.No superseded survey control is available for this station.
 AG7653
 AG7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL376414(NAD 83)
 AG7653_MARKER: DJ = TIDAL STATION DISK
 AG7653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7653_SP_SET: CONCRETE BRIDGE BULKHEAD
 AG7653_STAMPING: 6233 B 1977
 AG7653_MARK LOGO: NOS   
 AG7653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7653+STABILITY: SURFACE MOTION
 AG7653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7653+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AG7653
 AG7653  HISTORY     - Date     Condition        Report By
 AG7653  HISTORY     - 1977     MONUMENTED       NOS
 AG7653  HISTORY     - 1983     GOOD             FLDNR
 AG7653  HISTORY     - 20020306 GOOD             USPSQD
 AG7653  HISTORY     - 20050310 GOOD             USPSQD
 AG7653
 AG7653                          STATION DESCRIPTION
 AG7653
 AG7653'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7653'5.05 MI WEST FROM BRADENTON.
 AG7653'BEGIN AT THE BRADENTON POST OFFICE, GO 4.4 MILES WEST ON STATE HIGHWAY
 AG7653'64 TO THE JUNCTION OF PALMA SOLA BOULEVARD, GO 0.65 MILE SOUTH ON
 AG7653'PALMA SOLA BOULEVARD TO A SMALL BRIDGE AND BOAT BASIN.  THE MARK IS
 AG7653'SET AT THE NORTHEAST CORNER OF THE BRIDGE, 18 FEET EAST OF THE
 AG7653'CENTERLINE OF PALMA SOLA BOULEVARD, AND 1 FOOT EAST OF THE EAST EDGE
 AG7653'OF THE BRIDGE.
 AG7653
 AG7653                          STATION RECOVERY (2002)
 AG7653
 AG7653'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7653'RECOVERED IN GOOD CONDITION.
 AG7653
 AG7653                          STATION RECOVERY (2005)
 AG7653
 AG7653'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG7653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7655 ***********************************************************************
 AG7655  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7655  DESIGNATION -  872 6233 C TIDAL
 AG7655  PID         -  AG7655
 AG7655  STATE/COUNTY-  FL/MANATEE
 AG7655  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7655
 AG7655                         *CURRENT SURVEY CONTROL
 AG7655  ___________________________________________________________________
 AG7655* NAD 83(1986)-  27 29 12.     (N)    082 38 37.     (W)     SCALED    
 AG7655* NAVD 88     -         1.015  (meters)       3.33   (feet)  ADJUSTED  
 AG7655  ___________________________________________________________________
 AG7655  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7655  DYNAMIC HT  -           1.013 (meters)       3.32  (feet)  COMP
 AG7655  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 AG7655
 AG7655  VERT ORDER  -  SECOND    CLASS I
 AG7655
 AG7655.The horizontal coordinates were scaled from a topographic map and have
 AG7655.an estimated accuracy of +/- 6 seconds.
 AG7655
 AG7655.The orthometric height was determined by differential leveling
 AG7655.and adjusted by the National Geodetic Survey in June 1991..
 AG7655
 AG7655.This Tidal Bench Mark is designated as VM 6159
 AG7655.by the Center for Operational Oceanographic Products and Services.
 AG7655
 AG7655.The geoid height was determined by GEOID03.
 AG7655
 AG7655.The dynamic height is computed by dividing the NAVD 88
 AG7655.geopotential number by the normal gravity value computed on the
 AG7655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7655.degrees latitude (g = 980.6199 gals.).
 AG7655
 AG7655.The modeled gravity was interpolated from observed gravity values.
 AG7655
 AG7655;                    North         East    Units  Estimated Accuracy
 AG7655;SPC FL W     -   349,490.      136,400.      MT  (+/- 180 meters Scaled)
 AG7655
 AG7655                          SUPERSEDED SURVEY CONTROL
 AG7655
 AG7655.No superseded survey control is available for this station.
 AG7655
 AG7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL376414(NAD 83)
 AG7655_MARKER: DJ = TIDAL STATION DISK
 AG7655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7655_SP_SET: CONCRETE SEAWALL
 AG7655_STAMPING: 6233 C 1977
 AG7655_MARK LOGO: NOS   
 AG7655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7655+STABILITY: SURFACE MOTION
 AG7655
 AG7655  HISTORY     - Date     Condition        Report By
 AG7655  HISTORY     - 1977     MONUMENTED       NOS
 AG7655  HISTORY     - 1983     GOOD             FLDNR
 AG7655  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG7655  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AG7655
 AG7655                          STATION DESCRIPTION
 AG7655
 AG7655'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7655'5.05 MI WEST FROM BRADENTON.
 AG7655'BEGIN AT THE BRADENTON POST OFFICE, GO 4.4 MILES WEST ON STATE HIGHWAY
 AG7655'64 TO THE JUNCTION OF PALMA SOLA BOULEVARD, GO 0.65 MILE SOUTH ON
 AG7655'PALMA SOLA BOULEVARD TO A SMALL BRIDGE AND BOAT BASIN.  THE MARK BEARS
 AG7655'45 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 40 FEET EAST
 AG7655'OF THE CENTERLINE OF PALMA SOLA BOULEVARD, AND 81 FEET SOUTH OF THE
 AG7655'CENTERLINE OF PORTOSUENO AVENUE.
 AG7655
 AG7655                          STATION RECOVERY (2002)
 AG7655
 AG7655'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7655'SEARCHED AREA FOR ABOUT 15 MINUTES AND DID NOT FIND.
 AG7655
 AG7655                          STATION RECOVERY (2005)
 AG7655
 AG7655'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG7655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7654 ***********************************************************************
 AG7654  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7654  DESIGNATION -  872 6233 E TIDAL
 AG7654  PID         -  AG7654
 AG7654  STATE/COUNTY-  FL/MANATEE
 AG7654  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7654
 AG7654                         *CURRENT SURVEY CONTROL
 AG7654  ___________________________________________________________________
 AG7654* NAD 83(1986)-  27 29 12.     (N)    082 38 37.     (W)     SCALED    
 AG7654* NAVD 88     -         1.005  (meters)       3.30   (feet)  ADJUSTED  
 AG7654  ___________________________________________________________________
 AG7654  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7654  DYNAMIC HT  -           1.003 (meters)       3.29  (feet)  COMP
 AG7654  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 AG7654
 AG7654  VERT ORDER  -  SECOND    CLASS I
 AG7654
 AG7654.The horizontal coordinates were scaled from a topographic map and have
 AG7654.an estimated accuracy of +/- 6 seconds.
 AG7654
 AG7654.The orthometric height was determined by differential leveling
 AG7654.and adjusted by the National Geodetic Survey in June 1991..
 AG7654
 AG7654.This Tidal Bench Mark is designated as VM 6160
 AG7654.by the Center for Operational Oceanographic Products and Services.
 AG7654
 AG7654.The geoid height was determined by GEOID03.
 AG7654
 AG7654.The dynamic height is computed by dividing the NAVD 88
 AG7654.geopotential number by the normal gravity value computed on the
 AG7654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7654.degrees latitude (g = 980.6199 gals.).
 AG7654
 AG7654.The modeled gravity was interpolated from observed gravity values.
 AG7654
 AG7654;                    North         East    Units  Estimated Accuracy
 AG7654;SPC FL W     -   349,490.      136,400.      MT  (+/- 180 meters Scaled)
 AG7654
 AG7654                          SUPERSEDED SURVEY CONTROL
 AG7654
 AG7654.No superseded survey control is available for this station.
 AG7654
 AG7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL376414(NAD 83)
 AG7654_MARKER: DJ = TIDAL STATION DISK
 AG7654_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7654_SP_SET: CONCRETE SEAWALL
 AG7654_STAMPING: 6233 E 1977
 AG7654_MARK LOGO: NOS   
 AG7654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7654+STABILITY: SURFACE MOTION
 AG7654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7654+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AG7654
 AG7654  HISTORY     - Date     Condition        Report By
 AG7654  HISTORY     - 1977     MONUMENTED       NOS
 AG7654  HISTORY     - 1983     GOOD             FLDNR
 AG7654  HISTORY     - 20020306 GOOD             USPSQD
 AG7654  HISTORY     - 20050310 GOOD             USPSQD
 AG7654
 AG7654                          STATION DESCRIPTION
 AG7654
 AG7654'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7654'5.05 MI WEST FROM BRADENTON.
 AG7654'BEGIN AT THE BRADENTON POST OFFICE, GO 4.4 MILES WEST ON STATE HIGHWAY
 AG7654'64 TO THE JUNCTION OF PALMA SOLA BOULEVARD, GO 0.65 MILE SOUTH ON
 AG7654'PALMA SOLA BOULEVARD TO A SMALL BRIDGE AND BOAT BASIN.  THE MARK IS
 AG7654'SET IN THE NORTH SEAWALL OF THE BOAT BASIN, 39 FEET SOUTH OF THE
 AG7654'CENTERLINE OF PORTOSUENO AVENUE, 81 FEET SOUTHWEST OF THE JUNCTION OF
 AG7654'ALCAZAR DRIVE WITH PORTOSUENO AVENUE, AND 50 FEET WEST OF A SABAL
 AG7654'PALM.
 AG7654
 AG7654                          STATION RECOVERY (2002)
 AG7654
 AG7654'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7654'RECOVERED IN GOOD CONDITION.
 AG7654
 AG7654                          STATION RECOVERY (2005)
 AG7654
 AG7654'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG7654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7707 ***********************************************************************
 AG7707  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7707  DESIGNATION -  872 6238 A TIDAL
 AG7707  PID         -  AG7707
 AG7707  STATE/COUNTY-  FL/MANATEE
 AG7707  USGS QUAD   -  LORRAINE (1987)
 AG7707
 AG7707                         *CURRENT SURVEY CONTROL
 AG7707  ___________________________________________________________________
 AG7707* NAD 83(1986)-  27 27 46.     (N)    082 29 30.     (W)     SCALED    
 AG7707* NAVD 88     -         0.652  (meters)       2.14   (feet)  ADJUSTED  
 AG7707  ___________________________________________________________________
 AG7707  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7707  DYNAMIC HT  -           0.651 (meters)       2.14  (feet)  COMP
 AG7707  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AG7707
 AG7707  VERT ORDER  -  SECOND    CLASS I
 AG7707
 AG7707.The horizontal coordinates were scaled from a topographic map and have
 AG7707.an estimated accuracy of +/- 6 seconds.
 AG7707
 AG7707.The orthometric height was determined by differential leveling
 AG7707.and adjusted by the National Geodetic Survey in June 1991..
 AG7707
 AG7707.This Tidal Bench Mark is designated as VM 6162
 AG7707.by the Center for Operational Oceanographic Products and Services.
 AG7707
 AG7707.The geoid height was determined by GEOID03.
 AG7707
 AG7707.The dynamic height is computed by dividing the NAVD 88
 AG7707.geopotential number by the normal gravity value computed on the
 AG7707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7707.degrees latitude (g = 980.6199 gals.).
 AG7707
 AG7707.The modeled gravity was interpolated from observed gravity values.
 AG7707
 AG7707;                    North         East    Units  Estimated Accuracy
 AG7707;SPC FL W     -   346,780.      151,400.      MT  (+/- 180 meters Scaled)
 AG7707
 AG7707                          SUPERSEDED SURVEY CONTROL
 AG7707
 AG7707.No superseded survey control is available for this station.
 AG7707
 AG7707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526385(NAD 83)
 AG7707_MARKER: DJ = TIDAL STATION DISK
 AG7707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7707_SP_SET: CONCRETE SEAWALL
 AG7707_STAMPING: 6238 A 1977
 AG7707_MARK LOGO: NOS   
 AG7707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7707+STABILITY: SURFACE MOTION
 AG7707
 AG7707  HISTORY     - Date     Condition        Report By
 AG7707  HISTORY     - 1977     MONUMENTED       NOS
 AG7707  HISTORY     - 1983     GOOD             FLDNR
 AG7707
 AG7707                          STATION DESCRIPTION
 AG7707
 AG7707'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7707'5.45 MI ENE FROM ONECO.
 AG7707'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7707'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7707'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7707'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7707'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7707'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK
 AG7707'BEARS 137 FEET NORTHWEST OF A POWER POLE AT THE END OF THE ROAD, 53.5
 AG7707'FEET WEST OF THE NORTHWEST CORNER OF HOUSE 5507, AND 40 FEET NORTH OF
 AG7707'THE NORTHWEST CORNER OF A WALLED-IN GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7708 ***********************************************************************
 AG7708  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7708  DESIGNATION -  872 6238 B TIDAL
 AG7708  PID         -  AG7708
 AG7708  STATE/COUNTY-  FL/MANATEE
 AG7708  USGS QUAD   -  LORRAINE (1987)
 AG7708
 AG7708                         *CURRENT SURVEY CONTROL
 AG7708  ___________________________________________________________________
 AG7708* NAD 83(1986)-  27 27 47.     (N)    082 29 30.     (W)     SCALED    
 AG7708* NAVD 88     -         0.689  (meters)       2.26   (feet)  ADJUSTED  
 AG7708  ___________________________________________________________________
 AG7708  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7708  DYNAMIC HT  -           0.688 (meters)       2.26  (feet)  COMP
 AG7708  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AG7708
 AG7708  VERT ORDER  -  SECOND    CLASS I
 AG7708
 AG7708.The horizontal coordinates were scaled from a topographic map and have
 AG7708.an estimated accuracy of +/- 6 seconds.
 AG7708
 AG7708.The orthometric height was determined by differential leveling
 AG7708.and adjusted by the National Geodetic Survey in June 1991..
 AG7708
 AG7708.This Tidal Bench Mark is designated as VM 6163
 AG7708.by the Center for Operational Oceanographic Products and Services.
 AG7708
 AG7708.The geoid height was determined by GEOID03.
 AG7708
 AG7708.The dynamic height is computed by dividing the NAVD 88
 AG7708.geopotential number by the normal gravity value computed on the
 AG7708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7708.degrees latitude (g = 980.6199 gals.).
 AG7708
 AG7708.The modeled gravity was interpolated from observed gravity values.
 AG7708
 AG7708;                    North         East    Units  Estimated Accuracy
 AG7708;SPC FL W     -   346,810.      151,400.      MT  (+/- 180 meters Scaled)
 AG7708
 AG7708                          SUPERSEDED SURVEY CONTROL
 AG7708
 AG7708.No superseded survey control is available for this station.
 AG7708
 AG7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526386(NAD 83)
 AG7708_MARKER: DJ = TIDAL STATION DISK
 AG7708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7708_SP_SET: CONCRETE SEAWALL
 AG7708_STAMPING: 6238 B 1977
 AG7708_MARK LOGO: NOS   
 AG7708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7708+STABILITY: SURFACE MOTION
 AG7708
 AG7708  HISTORY     - Date     Condition        Report By
 AG7708  HISTORY     - 1977     MONUMENTED       NOS
 AG7708  HISTORY     - 1983     GOOD             FLDNR
 AG7708
 AG7708                          STATION DESCRIPTION
 AG7708
 AG7708'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7708'5.45 MI ENE FROM ONECO.
 AG7708'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7708'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7708'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7708'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7708'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7708'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK
 AG7708'BEARS 115 FEET WEST OF A POWER POLE AT THE END OF THE ROAD, 20 FEET
 AG7708'NORTH OF A CURVE IN THE SEAWALL, AND 67 FEET SOUTH OF THE SOUTHWEST
 AG7708'CORNER OF A WALLED-IN GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7706 ***********************************************************************
 AG7706  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7706  DESIGNATION -  872 6238 C TIDAL
 AG7706  PID         -  AG7706
 AG7706  STATE/COUNTY-  FL/MANATEE
 AG7706  USGS QUAD   -  LORRAINE (1987)
 AG7706
 AG7706                         *CURRENT SURVEY CONTROL
 AG7706  ___________________________________________________________________
 AG7706* NAD 83(1986)-  27 27 46.     (N)    082 29 30.     (W)     SCALED    
 AG7706* NAVD 88     -         0.752  (meters)       2.47   (feet)  ADJUSTED  
 AG7706  ___________________________________________________________________
 AG7706  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7706  DYNAMIC HT  -           0.750 (meters)       2.46  (feet)  COMP
 AG7706  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AG7706
 AG7706  VERT ORDER  -  SECOND    CLASS I
 AG7706
 AG7706.The horizontal coordinates were scaled from a topographic map and have
 AG7706.an estimated accuracy of +/- 6 seconds.
 AG7706
 AG7706.The orthometric height was determined by differential leveling
 AG7706.and adjusted by the National Geodetic Survey in June 1991..
 AG7706
 AG7706.This Tidal Bench Mark is designated as VM 6164
 AG7706.by the Center for Operational Oceanographic Products and Services.
 AG7706
 AG7706.The geoid height was determined by GEOID03.
 AG7706
 AG7706.The dynamic height is computed by dividing the NAVD 88
 AG7706.geopotential number by the normal gravity value computed on the
 AG7706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7706.degrees latitude (g = 980.6199 gals.).
 AG7706
 AG7706.The modeled gravity was interpolated from observed gravity values.
 AG7706
 AG7706;                    North         East    Units  Estimated Accuracy
 AG7706;SPC FL W     -   346,780.      151,400.      MT  (+/- 180 meters Scaled)
 AG7706
 AG7706                          SUPERSEDED SURVEY CONTROL
 AG7706
 AG7706.No superseded survey control is available for this station.
 AG7706
 AG7706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526385(NAD 83)
 AG7706_MARKER: DJ = TIDAL STATION DISK
 AG7706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7706_SP_SET: CONCRETE POST
 AG7706_STAMPING: 6238 C 1977
 AG7706_MARK LOGO: NOS   
 AG7706_PROJECTION: FLUSH
 AG7706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7706+STABILITY: SURFACE MOTION
 AG7706
 AG7706  HISTORY     - Date     Condition        Report By
 AG7706  HISTORY     - 1977     MONUMENTED       NOS
 AG7706  HISTORY     - 1983     GOOD             FLDNR
 AG7706
 AG7706                          STATION DESCRIPTION
 AG7706
 AG7706'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7706'5.45 MI ENE FROM ONECO.
 AG7706'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7706'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7706'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7706'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7706'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7706'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK
 AG7706'BEARS 1 FOOT EAST OF A POWER POLE AT THE END OF THE ROAD, 2.6 FEET
 AG7706'SOUTH OF A DRAIN, AND 7 FEET WEST OF THE EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7705 ***********************************************************************
 AG7705  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7705  DESIGNATION -  872 6238 E TIDAL
 AG7705  PID         -  AG7705
 AG7705  STATE/COUNTY-  FL/MANATEE
 AG7705  USGS QUAD   -  LORRAINE (1987)
 AG7705
 AG7705                         *CURRENT SURVEY CONTROL
 AG7705  ___________________________________________________________________
 AG7705* NAD 83(1986)-  27 27 46.     (N)    082 29 28.     (W)     SCALED    
 AG7705* NAVD 88     -         1.010  (meters)       3.31   (feet)  ADJUSTED  
 AG7705  ___________________________________________________________________
 AG7705  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7705  DYNAMIC HT  -           1.009 (meters)       3.31  (feet)  COMP
 AG7705  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AG7705
 AG7705  VERT ORDER  -  SECOND    CLASS I
 AG7705
 AG7705.The horizontal coordinates were scaled from a topographic map and have
 AG7705.an estimated accuracy of +/- 6 seconds.
 AG7705
 AG7705.The orthometric height was determined by differential leveling
 AG7705.and adjusted by the National Geodetic Survey in June 1991..
 AG7705
 AG7705.This Tidal Bench Mark is designated as VM 6165
 AG7705.by the Center for Operational Oceanographic Products and Services.
 AG7705
 AG7705.The geoid height was determined by GEOID03.
 AG7705
 AG7705.The dynamic height is computed by dividing the NAVD 88
 AG7705.geopotential number by the normal gravity value computed on the
 AG7705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7705.degrees latitude (g = 980.6199 gals.).
 AG7705
 AG7705.The modeled gravity was interpolated from observed gravity values.
 AG7705
 AG7705;                    North         East    Units  Estimated Accuracy
 AG7705;SPC FL W     -   346,780.      151,460.      MT  (+/- 180 meters Scaled)
 AG7705
 AG7705                          SUPERSEDED SURVEY CONTROL
 AG7705
 AG7705.No superseded survey control is available for this station.
 AG7705
 AG7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526385(NAD 83)
 AG7705_MARKER: DJ = TIDAL STATION DISK
 AG7705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7705_SP_SET: CONCRETE DRAIN SUPPORT
 AG7705_STAMPING: 6238 E 1977
 AG7705_MARK LOGO: NOS   
 AG7705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7705
 AG7705  HISTORY     - Date     Condition        Report By
 AG7705  HISTORY     - 1977     MONUMENTED       NOS
 AG7705  HISTORY     - 1983     GOOD             FLDNR
 AG7705
 AG7705                          STATION DESCRIPTION
 AG7705
 AG7705'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7705'5.35 MI ENE FROM ONECO.
 AG7705'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7705'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7705'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7705'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7705'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7705'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK IS
 AG7705'SET IN THE SOUTHEAST CORNER OF A DRAIN SUPPORT, 20 FEET NORTH OF THE
 AG7705'CENTERLINE OF THE ROAD, AND 91.7 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7704 ***********************************************************************
 AG7704  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7704  DESIGNATION -  872 6238 F TIDAL
 AG7704  PID         -  AG7704
 AG7704  STATE/COUNTY-  FL/MANATEE
 AG7704  USGS QUAD   -  LORRAINE (1987)
 AG7704
 AG7704                         *CURRENT SURVEY CONTROL
 AG7704  ___________________________________________________________________
 AG7704* NAD 83(1986)-  27 27 47.     (N)    082 29 27.     (W)     SCALED    
 AG7704* NAVD 88     -         1.120  (meters)       3.67   (feet)  ADJUSTED  
 AG7704  ___________________________________________________________________
 AG7704  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7704  DYNAMIC HT  -           1.118 (meters)       3.67  (feet)  COMP
 AG7704  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AG7704
 AG7704  VERT ORDER  -  SECOND    CLASS I
 AG7704
 AG7704.The horizontal coordinates were scaled from a topographic map and have
 AG7704.an estimated accuracy of +/- 6 seconds.
 AG7704
 AG7704.The orthometric height was determined by differential leveling
 AG7704.and adjusted by the National Geodetic Survey in June 1991..
 AG7704
 AG7704.This Tidal Bench Mark is designated as VM 6166
 AG7704.by the Center for Operational Oceanographic Products and Services.
 AG7704
 AG7704.The geoid height was determined by GEOID03.
 AG7704
 AG7704.The dynamic height is computed by dividing the NAVD 88
 AG7704.geopotential number by the normal gravity value computed on the
 AG7704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7704.degrees latitude (g = 980.6199 gals.).
 AG7704
 AG7704.The modeled gravity was interpolated from observed gravity values.
 AG7704
 AG7704;                    North         East    Units  Estimated Accuracy
 AG7704;SPC FL W     -   346,810.      151,490.      MT  (+/- 180 meters Scaled)
 AG7704
 AG7704                          SUPERSEDED SURVEY CONTROL
 AG7704
 AG7704.No superseded survey control is available for this station.
 AG7704
 AG7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526386(NAD 83)
 AG7704_MARKER: DJ = TIDAL STATION DISK
 AG7704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7704_SP_SET: CONCRETE POST
 AG7704_STAMPING: 6238 F 1977
 AG7704_MARK LOGO: NOS   
 AG7704_PROJECTION: RECESSED 3 CENTIMETERS
 AG7704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7704+STABILITY: SURFACE MOTION
 AG7704
 AG7704  HISTORY     - Date     Condition        Report By
 AG7704  HISTORY     - 1977     MONUMENTED       NOS
 AG7704  HISTORY     - 1983     GOOD             FLDNR
 AG7704
 AG7704                          STATION DESCRIPTION
 AG7704
 AG7704'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7704'5.45 MI ENE FROM ONECO.
 AG7704'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7704'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7704'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7704'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7704'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7704'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK IS
 AG7704'APPROXIMATELY 350 FEET EAST OF THE WEST END OF THE ROAD, 1.4 FEET
 AG7704'NORTH OF A POWER POLE, AND 23 FEET NORTH OF THE CENTERLINE OF THE
 AG7704'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6397 ***********************************************************************
 AG6397  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6397  DESIGNATION -  872 6243 TIDAL 1
 AG6397  PID         -  AG6397
 AG6397  STATE/COUNTY-  FL/MANATEE
 AG6397  USGS QUAD   -  BRADENTON BEACH (1987)
 AG6397
 AG6397                         *CURRENT SURVEY CONTROL
 AG6397  ___________________________________________________________________
 AG6397* NAD 83(1986)-  27 29 47.     (N)    082 42 37.     (W)     SCALED    
 AG6397* NAVD 88     -         1.092  (meters)       3.58   (feet)  ADJUSTED  
 AG6397  ___________________________________________________________________
 AG6397  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG6397  DYNAMIC HT  -           1.091 (meters)       3.58  (feet)  COMP
 AG6397  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 AG6397
 AG6397  VERT ORDER  -  SECOND    CLASS I
 AG6397
 AG6397.The horizontal coordinates were scaled from a topographic map and have
 AG6397.an estimated accuracy of +/- 6 seconds.
 AG6397
 AG6397.The orthometric height was determined by differential leveling
 AG6397.and adjusted by the National Geodetic Survey in March 1995..
 AG6397
 AG6397.This Tidal Bench Mark is designated as VM 10609
 AG6397.by the Center for Operational Oceanographic Products and Services.
 AG6397
 AG6397.The geoid height was determined by GEOID03.
 AG6397
 AG6397.The dynamic height is computed by dividing the NAVD 88
 AG6397.geopotential number by the normal gravity value computed on the
 AG6397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6397.degrees latitude (g = 980.6199 gals.).
 AG6397
 AG6397.The modeled gravity was interpolated from observed gravity values.
 AG6397
 AG6397;                    North         East    Units  Estimated Accuracy
 AG6397;SPC FL W     -   350,610.      129,820.      MT  (+/- 180 meters Scaled)
 AG6397
 AG6397                          SUPERSEDED SURVEY CONTROL
 AG6397
 AG6397  NAVD 88 (06/15/91)    1.084  (m)            3.56   (f) UNKNOWN     2 1
 AG6397  NGVD 29 (09/01/92)    1.382  (m)            4.53   (f) ADJUSTED    2 1
 AG6397
 AG6397.Superseded values are not recommended for survey control.
 AG6397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6397.See file dsdata.txt to determine how the superseded data were derived.
 AG6397
 AG6397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310425(NAD 83)
 AG6397_MARKER: DB = BENCH MARK DISK
 AG6397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6397_SP_SET: SIDEWALK
 AG6397_STAMPING: NO 1 1975
 AG6397_MARK LOGO: NOS   
 AG6397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6397+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1990
 AG6397
 AG6397  HISTORY     - Date     Condition        Report By
 AG6397  HISTORY     - 1975     MONUMENTED       NGS
 AG6397  HISTORY     - 1976     GOOD             NGS
 AG6397  HISTORY     - 1979     GOOD             FLDNR
 AG6397  HISTORY     - 1983     GOOD             FLDNR
 AG6397  HISTORY     - 19900616 GOOD             FLDNR
 AG6397  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG6397
 AG6397                          STATION DESCRIPTION
 AG6397
 AG6397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6397'IN HOLMES BEACH.
 AG6397'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6397'AT COUNTY PARK.  MARK IS ON PIER 4 FEET NORTH OF LIFEGUARD STAND AND 1
 AG6397'FOOT SOUTH OF EDGE OF PIER.
 AG6397
 AG6397                          STATION RECOVERY (1979)
 AG6397
 AG6397'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6397'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6397'789 AT COUNTY PARK. THE MARK IS LOCATED ON THE PIER AND BEARS 4 FEET
 AG6397'NORTH OF THE LIFEGUARD STAND, AND 1 FOOT SOUTH OF THE NORTH EDGE OF
 AG6397'THE PIER.
 AG6397
 AG6397                          STATION RECOVERY (1983)
 AG6397
 AG6397'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6397'RECOVERED IN GOOD CONDITION EXCEPT DELETE 4 FEET NORTH OF LIFE GUARD
 AG6397'STAND.  IT HAS BEEN MOVED.  ADD THAT THE MARK IS 142 FEET EAST OF THE
 AG6397'WEST END OF THE PIER, AND 191.3 FEET WEST OF THE PAVILION STEPS.
 AG6397
 AG6397                          STATION RECOVERY (1990)
 AG6397
 AG6397'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6397'RECOVERED IN GOOD CONDITION.
 AG6397
 AG6397                          STATION RECOVERY (2002)
 AG6397
 AG6397'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6397'THE PIER HAS BEEN REBUILT.  THE STEPS ARE GONE.  DID NOT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6395 ***********************************************************************
 AG6395  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6395  DESIGNATION -  872 6243 TIDAL 2
 AG6395  PID         -  AG6395
 AG6395  STATE/COUNTY-  FL/MANATEE
 AG6395  USGS QUAD   -  BRADENTON BEACH (1987)
 AG6395
 AG6395                         *CURRENT SURVEY CONTROL
 AG6395  ___________________________________________________________________
 AG6395* NAD 83(1986)-  27 29 49.     (N)    082 42 37.     (W)     SCALED    
 AG6395* NAVD 88     -         2.217  (meters)       7.27   (feet)  ADJUSTED  
 AG6395  ___________________________________________________________________
 AG6395  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG6395  DYNAMIC HT  -           2.214 (meters)       7.26  (feet)  COMP
 AG6395  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AG6395
 AG6395  VERT ORDER  -  SECOND    CLASS I
 AG6395
 AG6395.The horizontal coordinates were scaled from a topographic map and have
 AG6395.an estimated accuracy of +/- 6 seconds.
 AG6395
 AG6395.The orthometric height was determined by differential leveling
 AG6395.and adjusted by the National Geodetic Survey in June 1991..
 AG6395
 AG6395.This Tidal Bench Mark is designated as VM 10610
 AG6395.by the Center for Operational Oceanographic Products and Services.
 AG6395
 AG6395.The geoid height was determined by GEOID03.
 AG6395
 AG6395.The dynamic height is computed by dividing the NAVD 88
 AG6395.geopotential number by the normal gravity value computed on the
 AG6395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6395.degrees latitude (g = 980.6199 gals.).
 AG6395
 AG6395.The modeled gravity was interpolated from observed gravity values.
 AG6395
 AG6395;                    North         East    Units  Estimated Accuracy
 AG6395;SPC FL W     -   350,670.      129,820.      MT  (+/- 180 meters Scaled)
 AG6395
 AG6395                          SUPERSEDED SURVEY CONTROL
 AG6395
 AG6395  NGVD 29 (09/01/92)    2.518  (m)            8.26   (f) ADJUSTED    2 1
 AG6395
 AG6395.Superseded values are not recommended for survey control.
 AG6395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6395.See file dsdata.txt to determine how the superseded data were derived.
 AG6395
 AG6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310426(NAD 83)
 AG6395_MARKER: DB = BENCH MARK DISK
 AG6395_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6395_SP_SET: CURB APRON
 AG6395_STAMPING: NO 2 1975
 AG6395_MARK LOGO: NOS   
 AG6395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6395+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG6395
 AG6395  HISTORY     - Date     Condition        Report By
 AG6395  HISTORY     - 1975     MONUMENTED       NOS
 AG6395  HISTORY     - 1976     GOOD             NGS
 AG6395  HISTORY     - 1979     GOOD             FLDNR
 AG6395  HISTORY     - 1983     GOOD             FLDNR
 AG6395  HISTORY     - 19900616 GOOD             FLDNR
 AG6395  HISTORY     - 20020306 GOOD             USPSQD
 AG6395  HISTORY     - 20020417 GOOD             FLDEP
 AG6395  HISTORY     - 20060315 GOOD             USPSQD
 AG6395
 AG6395                          STATION DESCRIPTION
 AG6395
 AG6395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6395'IN HOLMES BEACH.
 AG6395'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6395'AT THE COUNTY PARK.  THE MARK IS 4 FEET NORTH OF THE NORTHWEST CORNER
 AG6395'OF A BUILDING AND 5 1/2 FEET SOUTH OF THE END OF A RECTANGULAR CEMENT
 AG6395'FORM.
 AG6395
 AG6395                          STATION RECOVERY (1979)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6395'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6395'789 AT THE COUNTY PARK. THE MARK BEARS 4 FEET NORTH OF THE NORTHWEST
 AG6395'CORNER OF THE BUILDING, AND 5.5 FEET SOUTH OF THE END OF A RECTANGULAR
 AG6395'CEMENT FORM.
 AG6395
 AG6395                          STATION RECOVERY (1983)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (1990)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (2002)
 AG6395
 AG6395'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6395'STAMPED NO 2 1975
 AG6395
 AG6395                          STATION RECOVERY (2002)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (2006)
 AG6395
 AG6395'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG6395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6394 ***********************************************************************
 AG6394  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6394  DESIGNATION -  872 6243 TIDAL 3
 AG6394  PID         -  AG6394
 AG6394  STATE/COUNTY-  FL/MANATEE
 AG6394  USGS QUAD   -  BRADENTON BEACH (1987)
 AG6394
 AG6394                         *CURRENT SURVEY CONTROL
 AG6394  ___________________________________________________________________
 AG6394* NAD 83(1986)-  27 29 49.     (N)    082 42 36.     (W)     SCALED    
 AG6394* NAVD 88     -         2.289  (meters)       7.51   (feet)  ADJUSTED  
 AG6394  ___________________________________________________________________
 AG6394  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG6394  DYNAMIC HT  -           2.286 (meters)       7.50  (feet)  COMP
 AG6394  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AG6394
 AG6394  VERT ORDER  -  SECOND    CLASS I
 AG6394
 AG6394.The horizontal coordinates were scaled from a topographic map and have
 AG6394.an estimated accuracy of +/- 6 seconds.
 AG6394
 AG6394.The orthometric height was determined by differential leveling
 AG6394.and adjusted by the National Geodetic Survey in June 1991..
 AG6394
 AG6394.This Tidal Bench Mark is designated as VM 10611
 AG6394.by the Center for Operational Oceanographic Products and Services.
 AG6394
 AG6394.The geoid height was determined by GEOID03.
 AG6394
 AG6394.The dynamic height is computed by dividing the NAVD 88
 AG6394.geopotential number by the normal gravity value computed on the
 AG6394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6394.degrees latitude (g = 980.6199 gals.).
 AG6394
 AG6394.The modeled gravity was interpolated from observed gravity values.
 AG6394
 AG6394;                    North         East    Units  Estimated Accuracy
 AG6394;SPC FL W     -   350,670.      129,850.      MT  (+/- 180 meters Scaled)
 AG6394
 AG6394                          SUPERSEDED SURVEY CONTROL
 AG6394
 AG6394  NGVD 29 (09/01/92)    2.589  (m)            8.49   (f) ADJUSTED    2 1
 AG6394
 AG6394.Superseded values are not recommended for survey control.
 AG6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6394.See file dsdata.txt to determine how the superseded data were derived.
 AG6394
 AG6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310426(NAD 83)
 AG6394_MARKER: DB = BENCH MARK DISK
 AG6394_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6394_SP_SET: CURB APRON
 AG6394_STAMPING: NO 3 1975
 AG6394_MARK LOGO: NOS   
 AG6394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6394+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG6394
 AG6394  HISTORY     - Date     Condition        Report By
 AG6394  HISTORY     - 1975     MONUMENTED       NOS
 AG6394  HISTORY     - 1976     GOOD             NGS
 AG6394  HISTORY     - 1979     GOOD             FLDNR
 AG6394  HISTORY     - 1983     GOOD             FLDNR
 AG6394  HISTORY     - 19900616 GOOD             FLDNR
 AG6394  HISTORY     - 20020306 GOOD             USPSQD
 AG6394  HISTORY     - 20020417 GOOD             FLDEP
 AG6394  HISTORY     - 20060315 GOOD             USPSQD
 AG6394
 AG6394                          STATION DESCRIPTION
 AG6394
 AG6394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6394'IN HOLMES BEACH.
 AG6394'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6394'AT THE COUNTY PARK.  THE MARK IS 29.5 FEET EAST OF NO 2 1975 AND IS
 AG6394'8.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING.
 AG6394
 AG6394                          STATION RECOVERY (1979)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6394'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6394'789 AT THE COUNTY PARK. THE MARK BEARS 29.5 FEET EAST OF TIDAL BENCH
 AG6394'MARK NO 2 1975, AND 8.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AG6394'BUILDING.
 AG6394
 AG6394                          STATION RECOVERY (1983)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (1990)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (2002)
 AG6394
 AG6394'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6394'STAMPED NO 3 1975.
 AG6394
 AG6394                          STATION RECOVERY (2002)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (2006)
 AG6394
 AG6394'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG6394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7393 ***********************************************************************
 AG7393  DESIGNATION -  872 6243 TIDAL 4
 AG7393  PID         -  AG7393
 AG7393  STATE/COUNTY-  FL/MANATEE
 AG7393  USGS QUAD   -  BRADENTON BEACH (1987)
 AG7393
 AG7393                         *CURRENT SURVEY CONTROL
 AG7393  ___________________________________________________________________
 AG7393* NAD 83(1986)-  27 29 50.     (N)    082 42 35.     (W)     SCALED    
 AG7393* NAVD 88     -         1.958  (meters)       6.42   (feet)  ADJUSTED  
 AG7393  ___________________________________________________________________
 AG7393  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG7393  DYNAMIC HT  -           1.955 (meters)       6.41  (feet)  COMP
 AG7393  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AG7393
 AG7393  VERT ORDER  -  SECOND    CLASS I
 AG7393
 AG7393.The horizontal coordinates were scaled from a topographic map and have
 AG7393.an estimated accuracy of +/- 6 seconds.
 AG7393
 AG7393.The orthometric height was determined by differential leveling
 AG7393.and adjusted by the National Geodetic Survey in June 1991..
 AG7393
 AG7393.The geoid height was determined by GEOID03.
 AG7393
 AG7393.The dynamic height is computed by dividing the NAVD 88
 AG7393.geopotential number by the normal gravity value computed on the
 AG7393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7393.degrees latitude (g = 980.6199 gals.).
 AG7393
 AG7393.The modeled gravity was interpolated from observed gravity values.
 AG7393
 AG7393;                    North         East    Units  Estimated Accuracy
 AG7393;SPC FL W     -   350,700.      129,870.      MT  (+/- 180 meters Scaled)
 AG7393
 AG7393                          SUPERSEDED SURVEY CONTROL
 AG7393
 AG7393.No superseded survey control is available for this station.
 AG7393
 AG7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311426(NAD 83)
 AG7393_MARKER: DJ = TIDAL STATION DISK
 AG7393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7393_SP_SET: COPPER-CLAD STEEL ROD
 AG7393_STAMPING: NO 4 1975
 AG7393_PROJECTION: FLUSH
 AG7393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7393_ROD/PIPE-DEPTH: 14.6 meters
 AG7393
 AG7393  HISTORY     - Date     Condition        Report By
 AG7393  HISTORY     - 1975     MONUMENTED       NOS
 AG7393  HISTORY     - 1979     GOOD             FLDNR
 AG7393  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG7393
 AG7393                          STATION DESCRIPTION
 AG7393
 AG7393'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7393'HOLMES BEACH.
 AG7393'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG7393'789 AT THE COUNTY PARK. THE MARK IS 151 FEET NORTHEAST OF NO 3 1975,
 AG7393'83 FEET NORTH OF A LONE TREE WITH SEVERAL TRUNKS, AND 8 FEET SOUTH OF
 AG7393'THE SOUTHEAST CORNER OF A FENCE.
 AG7393
 AG7393                          STATION RECOVERY (2002)
 AG7393
 AG7393'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7393'FENCE IS GONE. SEARCHED 10 MINUTES AND COULD NOT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6393 ***********************************************************************
 AG6393  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6393  DESIGNATION -  872 6243 TIDAL 5
 AG6393  PID         -  AG6393
 AG6393  STATE/COUNTY-  FL/MANATEE
 AG6393  USGS QUAD   -  BRADENTON BEACH (1987)
 AG6393
 AG6393                         *CURRENT SURVEY CONTROL
 AG6393  ___________________________________________________________________
 AG6393* NAD 83(1986)-  27 29 52.     (N)    082 42 38.     (W)     SCALED    
 AG6393* NAVD 88     -         1.958  (meters)       6.42   (feet)  ADJUSTED  
 AG6393  ___________________________________________________________________
 AG6393  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG6393  DYNAMIC HT  -           1.955 (meters)       6.41  (feet)  COMP
 AG6393  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AG6393
 AG6393  VERT ORDER  -  SECOND    CLASS I
 AG6393
 AG6393.The horizontal coordinates were scaled from a topographic map and have
 AG6393.an estimated accuracy of +/- 6 seconds.
 AG6393
 AG6393.The orthometric height was determined by differential leveling
 AG6393.and adjusted by the National Geodetic Survey in June 1991..
 AG6393
 AG6393.This Tidal Bench Mark is designated as VM 10612
 AG6393.by the Center for Operational Oceanographic Products and Services.
 AG6393
 AG6393.The geoid height was determined by GEOID03.
 AG6393
 AG6393.The dynamic height is computed by dividing the NAVD 88
 AG6393.geopotential number by the normal gravity value computed on the
 AG6393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6393.degrees latitude (g = 980.6199 gals.).
 AG6393
 AG6393.The modeled gravity was interpolated from observed gravity values.
 AG6393
 AG6393;                    North         East    Units  Estimated Accuracy
 AG6393;SPC FL W     -   350,760.      129,790.      MT  (+/- 180 meters Scaled)
 AG6393
 AG6393                          SUPERSEDED SURVEY CONTROL
 AG6393
 AG6393  NGVD 29 (09/01/92)    2.258  (m)            7.41   (f) ADJUSTED    2 1
 AG6393
 AG6393.Superseded values are not recommended for survey control.
 AG6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6393.See file dsdata.txt to determine how the superseded data were derived.
 AG6393
 AG6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310427(NAD 83)
 AG6393_MARKER: DB = BENCH MARK DISK
 AG6393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6393_SP_SET: COPPER-CLAD STEEL ROD
 AG6393_STAMPING: NO 5 1975
 AG6393_MARK LOGO: NOS   
 AG6393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6393+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1990
 AG6393
 AG6393  HISTORY     - Date     Condition        Report By
 AG6393  HISTORY     - 1975     MONUMENTED       NGS
 AG6393  HISTORY     - 1976     GOOD             NGS
 AG6393  HISTORY     - 1983     GOOD             FLDNR
 AG6393  HISTORY     - 19900616 GOOD             FLDNR
 AG6393  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG6393
 AG6393                          STATION DESCRIPTION
 AG6393
 AG6393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6393'IN HOLMES BEACH.
 AG6393'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAY 64 AND 789 AT
 AG6393'THE COUNTY PARK.  MARK IS 151 FEET NORTHEAST OF NO 3 1975, 83 FEET
 AG6393'NORTH OF A LONE TREE WITH SEVERAL TRUNKS AND 2 FEET SOUTH OF THE
 AG6393'SOUTHEAST CORNER OF FENCE.
 AG6393
 AG6393                          STATION RECOVERY (1983)
 AG6393
 AG6393'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6393'RECOVERED IN GOOD CONDITION.
 AG6393
 AG6393                          STATION RECOVERY (1990)
 AG6393
 AG6393'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6393'RECOVERED IN GOOD CONDITION.
 AG6393
 AG6393                          STATION RECOVERY (2002)
 AG6393
 AG6393'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6393'FENCE IS GONE. SEARCHED 15 MINUTES AND COULD NOT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5084 ***********************************************************************
 AG5084  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5084  DESIGNATION -  872 6247 TIDAL 1 1926
 AG5084  PID         -  AG5084
 AG5084  STATE/COUNTY-  FL/MANATEE
 AG5084  USGS QUAD   -  BRADENTON (1987)
 AG5084
 AG5084                         *CURRENT SURVEY CONTROL
 AG5084  ___________________________________________________________________
 AG5084* NAD 83(1986)-  27 29 51.     (N)    082 34 19.     (W)     SCALED    
 AG5084* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 AG5084  ___________________________________________________________________
 AG5084  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG5084  DYNAMIC HT  -           3.788 (meters)      12.43  (feet)  COMP
 AG5084  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 AG5084
 AG5084  VERT ORDER  -  FIRST     CLASS I
 AG5084
 AG5084.The horizontal coordinates were scaled from a topographic map and have
 AG5084.an estimated accuracy of +/- 6 seconds.
 AG5084
 AG5084.The orthometric height was determined by differential leveling
 AG5084.and adjusted by the National Geodetic Survey in June 1991..
 AG5084
 AG5084.This Tidal Bench Mark is designated as VM 10622
 AG5084.by the Center for Operational Oceanographic Products and Services.
 AG5084
 AG5084.The geoid height was determined by GEOID03.
 AG5084
 AG5084.The dynamic height is computed by dividing the NAVD 88
 AG5084.geopotential number by the normal gravity value computed on the
 AG5084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5084.degrees latitude (g = 980.6199 gals.).
 AG5084
 AG5084.The modeled gravity was interpolated from observed gravity values.
 AG5084
 AG5084;                    North         East    Units  Estimated Accuracy
 AG5084;SPC FL W     -   350,660.      143,490.      MT  (+/- 180 meters Scaled)
 AG5084
 AG5084                          SUPERSEDED SURVEY CONTROL
 AG5084
 AG5084.No superseded survey control is available for this station.
 AG5084
 AG5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447425(NAD 83)
 AG5084_MARKER: DJ = TIDAL STATION DISK
 AG5084_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG5084_STAMPING: 1 1926
 AG5084_MARK LOGO: CGS   
 AG5084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5084
 AG5084  HISTORY     - Date     Condition        Report By
 AG5084  HISTORY     - 1926     MONUMENTED       CGS
 AG5084  HISTORY     - 1966     GOOD             NGS
 AG5084  HISTORY     - 1983     GOOD             FLDNR
 AG5084  HISTORY     - 1990     GOOD             USPSQD
 AG5084  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG5084
 AG5084                          STATION DESCRIPTION
 AG5084
 AG5084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5084'AT BRADENTON.
 AG5084'AT BRADENTON, ALONG BUSINESS 41, AT THE SOUTH END OF E.P. GREEN
 AG5084'BRIDGE OVER THE MANATEE RIVER, 21.0 FEET EAST OF THE CENTER LINE
 AG5084'OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 AG5084'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 AG5084'BRIDGE.
 AG5084
 AG5084                          STATION RECOVERY (1983)
 AG5084
 AG5084'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG5084'RECOVERED IN GOOD CONDITION.
 AG5084
 AG5084                          STATION RECOVERY (1990)
 AG5084
 AG5084'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG5084'RECOVERED IN GOOD CONDITION.
 AG5084
 AG5084                          STATION RECOVERY (2003)
 AG5084
 AG5084'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG5084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6381 ***********************************************************************
 AG6381  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6381  DESIGNATION -  872 6247 TIDAL 1 1975
 AG6381  PID         -  AG6381
 AG6381  STATE/COUNTY-  FL/MANATEE
 AG6381  USGS QUAD   -  BRADENTON (1987)
 AG6381
 AG6381                         *CURRENT SURVEY CONTROL
 AG6381  ___________________________________________________________________
 AG6381* NAD 83(1986)-  27 29 57.     (N)    082 34 20.     (W)     SCALED    
 AG6381* NAVD 88     -         2.038  (meters)       6.69   (feet)  ADJUSTED  
 AG6381  ___________________________________________________________________
 AG6381  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG6381  DYNAMIC HT  -           2.035 (meters)       6.68  (feet)  COMP
 AG6381  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 AG6381
 AG6381  VERT ORDER  -  SECOND    CLASS I
 AG6381
 AG6381.The horizontal coordinates were scaled from a topographic map and have
 AG6381.an estimated accuracy of +/- 6 seconds.
 AG6381
 AG6381.The orthometric height was determined by differential leveling
 AG6381.and adjusted by the National Geodetic Survey in June 1991..
 AG6381
 AG6381.This Tidal Bench Mark is designated as VM 10619
 AG6381.by the Center for Operational Oceanographic Products and Services.
 AG6381
 AG6381.The geoid height was determined by GEOID03.
 AG6381
 AG6381.The dynamic height is computed by dividing the NAVD 88
 AG6381.geopotential number by the normal gravity value computed on the
 AG6381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6381.degrees latitude (g = 980.6199 gals.).
 AG6381
 AG6381.The modeled gravity was interpolated from observed gravity values.
 AG6381
 AG6381;                    North         East    Units  Estimated Accuracy
 AG6381;SPC FL W     -   350,840.      143,460.      MT  (+/- 180 meters Scaled)
 AG6381
 AG6381                          SUPERSEDED SURVEY CONTROL
 AG6381
 AG6381.No superseded survey control is available for this station.
 AG6381
 AG6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL446427(NAD 83)
 AG6381_MARKER: DB = BENCH MARK DISK
 AG6381_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6381+WITH SETTING: PAVEMENT
 AG6381_STAMPING: NO 1, 1975
 AG6381_MARK LOGO: NOS   
 AG6381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6381+STABILITY: SURFACE MOTION
 AG6381
 AG6381  HISTORY     - Date     Condition        Report By
 AG6381  HISTORY     - 1975     MONUMENTED       NGS
 AG6381  HISTORY     - 1976     GOOD             NGS
 AG6381  HISTORY     - 1983     GOOD             FLDNR
 AG6381  HISTORY     - 1990     GOOD             USPSQD
 AG6381  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG6381
 AG6381                          STATION DESCRIPTION
 AG6381
 AG6381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6381'IN BRADENTON.
 AG6381'MARK IS IN BRADENTON NEAR THE INTERSECTION OF BARCARROTA AVE., AND
 AG6381'12TH STREET WEST NEAR THE MEMORIAL PIER.  MARK IS 76.0 FEET NORTH OF
 AG6381'CENTERLINE OF BARCARROTA AVE., 28 FEET EAST OF CENTERLINE OF THE EAST
 AG6381'LANE OF 12TH ST., WEST, 283 FEET EAST OF NO 2 1975, (TIDAL 2 NOS
 AG6381'1975), AND SET FLUSH IN NORTHEAST CORNER OF THE BASE OF THE MEMORIAL
 AG6381'FLAG POLE.
 AG6381
 AG6381                          STATION RECOVERY (1983)
 AG6381
 AG6381'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6381'IN BRADENTON, AT THE INTERSECTION OF BARCARROTA AVENUE AND 12TH STREET
 AG6381'WEST, NEAR THE MEMORIAL PIER, 76.0 FEET NORTH OF THE CENTERLINE OF
 AG6381'BARCARROTA AVENUE, 28 FEET EAST OF THE CENTERLINE OF THE WEST LANE OF
 AG6381'12TH STREET WEST, 283 FEET WEST OF 872 6247 TIDAL 2, AND SET IN THE
 AG6381'NORTHEAST CORNER OF THE BASE OF THE MEMORIAL FLAG POLE.
 AG6381
 AG6381                          STATION RECOVERY (1990)
 AG6381
 AG6381'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG6381'RECOVERED IN GOOD CONDITION.
 AG6381
 AG6381                          STATION RECOVERY (2003)
 AG6381
 AG6381'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6381'FLAGPOLE BASE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6382 ***********************************************************************
 AG6382  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6382  DESIGNATION -  872 6247 TIDAL 2 1975
 AG6382  PID         -  AG6382
 AG6382  STATE/COUNTY-  FL/MANATEE
 AG6382  USGS QUAD   -  BRADENTON (1987)
 AG6382
 AG6382                         *CURRENT SURVEY CONTROL
 AG6382  ___________________________________________________________________
 AG6382* NAD 83(1986)-  27 29 57.     (N)    082 34 20.     (W)     SCALED    
 AG6382* NAVD 88     -         1.593  (meters)       5.23   (feet)  ADJUSTED  
 AG6382  ___________________________________________________________________
 AG6382  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG6382  DYNAMIC HT  -           1.591 (meters)       5.22  (feet)  COMP
 AG6382  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 AG6382
 AG6382  VERT ORDER  -  SECOND    CLASS I
 AG6382
 AG6382.The horizontal coordinates were scaled from a topographic map and have
 AG6382.an estimated accuracy of +/- 6 seconds.
 AG6382
 AG6382.The orthometric height was determined by differential leveling
 AG6382.and adjusted by the National Geodetic Survey in June 1991..
 AG6382.WARNING-Repeat measurements at this control monument indicate possible
 AG6382.vertical movement.
 AG6382
 AG6382.This Tidal Bench Mark is designated as VM 10620
 AG6382.by the Center for Operational Oceanographic Products and Services.
 AG6382
 AG6382.The geoid height was determined by GEOID03.
 AG6382
 AG6382.The dynamic height is computed by dividing the NAVD 88
 AG6382.geopotential number by the normal gravity value computed on the
 AG6382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6382.degrees latitude (g = 980.6199 gals.).
 AG6382
 AG6382.The modeled gravity was interpolated from observed gravity values.
 AG6382
 AG6382;                    North         East    Units  Estimated Accuracy
 AG6382;SPC FL W     -   350,840.      143,460.      MT  (+/- 180 meters Scaled)
 AG6382
 AG6382                          SUPERSEDED SURVEY CONTROL
 AG6382
 AG6382.No superseded survey control is available for this station.
 AG6382
 AG6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL446427(NAD 83)
 AG6382_MARKER: DB = BENCH MARK DISK
 AG6382_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6382+WITH SETTING: PAVEMENT
 AG6382_STAMPING: NO 2, 1975
 AG6382_MARK LOGO: NOS   
 AG6382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6382+STABILITY: SURFACE MOTION
 AG6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6382+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 AG6382
 AG6382  HISTORY     - Date     Condition        Report By
 AG6382  HISTORY     - 1975     MONUMENTED       NGS
 AG6382  HISTORY     - 1976     GOOD             NGS
 AG6382  HISTORY     - 1983     GOOD             FLDNR
 AG6382  HISTORY     - 1990     GOOD             USPSQD
 AG6382  HISTORY     - 20030306 GOOD             USPSQD
 AG6382
 AG6382                          STATION DESCRIPTION
 AG6382
 AG6382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6382'IN BRADENTON.
 AG6382'MARK IS IN BRADENTON AT THE CITY YACHT BASIN NEAR MEMORIAL PIER. MARK
 AG6382'IS SET FLUSH IN THE NORTHWEST CORNER OF A 4X4 CONCRETE BASE PAD FOR A
 AG6382'FLORIDA POWER LIGHT TRANSFORMER BOX.  MARK IS 283 FEET EAST OF NO 1,
 AG6382'48 FEET NORTH OF CENTERLINE OF BRADENTON AVE., 16 FEET EAST OF FIRE
 AG6382'HYDRANT, 16.7 FEET SOUTHEAST OF ENTRANCE TO DOCK.
 AG6382
 AG6382                          STATION RECOVERY (1983)
 AG6382
 AG6382'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6382'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRADENTON,
 AG6382'AT THE CITY YACHT BASIN NEAR MEMORIAL PIER, SET IN THE NORTHWEST
 AG6382'CORNER OF A 4- BY 4-FOOT CONCRETE BASE PAD FOR A FLORIDA POWER LIGHT
 AG6382'TRANSFORMER BOX, 283 FEET EAST OF 872 6247 TIDAL 1, 48 FEET NORTH OF
 AG6382'THE CENTERLINE OF BRADENTON AVENUE, 16 FEET EAST OF A FIRE HYDRANT,
 AG6382'AND 16.7 FEET SOUTHEAST OF THE ENTRANCE TO A DOCK.
 AG6382
 AG6382                          STATION RECOVERY (1990)
 AG6382
 AG6382'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG6382'RECOVERED IN GOOD CONDITION.
 AG6382
 AG6382                          STATION RECOVERY (2003)
 AG6382
 AG6382'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6382'CITY YACHT BASIN IS NOW TWIN DOLPHIN MARINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6349 ***********************************************************************
 AG6349  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6349  DESIGNATION -  872 6247 TIDAL 3
 AG6349  PID         -  AG6349
 AG6349  STATE/COUNTY-  FL/MANATEE
 AG6349  USGS QUAD   -  BRADENTON (1987)
 AG6349
 AG6349                         *CURRENT SURVEY CONTROL
 AG6349  ___________________________________________________________________
 AG6349* NAD 83(1986)-  27 29 51.     (N)    082 34 23.     (W)     SCALED    
 AG6349* NAVD 88     -         4.228  (meters)      13.87   (feet)  ADJUSTED  
 AG6349  ___________________________________________________________________
 AG6349  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG6349  DYNAMIC HT  -           4.222 (meters)      13.85  (feet)  COMP
 AG6349  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 AG6349
 AG6349  VERT ORDER  -  FIRST     CLASS II
 AG6349
 AG6349.The horizontal coordinates were scaled from a topographic map and have
 AG6349.an estimated accuracy of +/- 6 seconds.
 AG6349
 AG6349.The orthometric height was determined by differential leveling
 AG6349.and adjusted by the National Geodetic Survey in June 1991..
 AG6349
 AG6349.This Tidal Bench Mark is designated as VM 17406
 AG6349.by the Center for Operational Oceanographic Products and Services.
 AG6349
 AG6349.The geoid height was determined by GEOID03.
 AG6349
 AG6349.The dynamic height is computed by dividing the NAVD 88
 AG6349.geopotential number by the normal gravity value computed on the
 AG6349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6349.degrees latitude (g = 980.6199 gals.).
 AG6349
 AG6349.The modeled gravity was interpolated from observed gravity values.
 AG6349
 AG6349;                    North         East    Units  Estimated Accuracy
 AG6349;SPC FL W     -   350,660.      143,380.      MT  (+/- 180 meters Scaled)
 AG6349
 AG6349                          SUPERSEDED SURVEY CONTROL
 AG6349
 AG6349  NGVD 29 (??/??/92)    4.52   (m)           14.8    (f) COMPUTED    1 2
 AG6349
 AG6349.Superseded values are not recommended for survey control.
 AG6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6349.See file dsdata.txt to determine how the superseded data were derived.
 AG6349
 AG6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL446425(NAD 83)
 AG6349_MARKER: DJ = TIDAL STATION DISK
 AG6349_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6349+WITH SETTING: PAVEMENT
 AG6349_MARK LOGO: NOS   
 AG6349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6349+STABILITY: SURFACE MOTION
 AG6349
 AG6349  HISTORY     - Date     Condition        Report By
 AG6349  HISTORY     - UNK      MONUMENTED       CGS
 AG6349  HISTORY     - 1941     GOOD             NGS
 AG6349  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6349  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG6349
 AG6349                          STATION DESCRIPTION
 AG6349
 AG6349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AG6349'IN BRADENTON.
 AG6349'TIDAL 3 (BRADENTON) 1926 IS IN THE NORTHWEST CORNER OF THE
 AG6349'INTERSECTION OF 12TH ST. AND 3RD AVENUE, AT THE MANAVISTA HOTEL,
 AG6349'2 FEET NORTH OF THE EXTENDED LINE OF THE SOUTH WALL OF THE HOTEL,
 AG6349'AT THE INNER EDGE OF THE NORTH AND SOUTH SIDE WALK.  IT IS A
 AG6349'STANDARD DISC, BENCH MARK, NOT STAMPED, SET FLUSH WITH THE
 AG6349'CONCRETE SIDEWALK.  NOTE-- THE SIDEWALK HAS CRACKED
 AG6349
 AG6349                          STATION RECOVERY (1990)
 AG6349
 AG6349'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG6349'MARK NOT FOUND.
 AG6349
 AG6349                          STATION RECOVERY (2003)
 AG6349
 AG6349'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5072 ***********************************************************************
 AG5072  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5072  DESIGNATION -  872 6247 TIDAL 3 1960
 AG5072  PID         -  AG5072
 AG5072  STATE/COUNTY-  FL/MANATEE
 AG5072  USGS QUAD   -  BRADENTON (1987)
 AG5072
 AG5072                         *CURRENT SURVEY CONTROL
 AG5072  ___________________________________________________________________
 AG5072* NAD 83(1986)-  27 29 51.     (N)    082 34 25.     (W)     SCALED    
 AG5072* NAVD 88     -         4.200  (meters)      13.78   (feet)  ADJUSTED  
 AG5072  ___________________________________________________________________
 AG5072  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG5072  DYNAMIC HT  -           4.194 (meters)      13.76  (feet)  COMP
 AG5072  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 AG5072
 AG5072  VERT ORDER  -  FIRST     CLASS I
 AG5072
 AG5072.The horizontal coordinates were scaled from a topographic map and have
 AG5072.an estimated accuracy of +/- 6 seconds.
 AG5072
 AG5072.The orthometric height was determined by differential leveling
 AG5072.and adjusted by the National Geodetic Survey in June 1991..
 AG5072
 AG5072.This Tidal Bench Mark is designated as VM 10623
 AG5072.by the Center for Operational Oceanographic Products and Services.
 AG5072
 AG5072.The geoid height was determined by GEOID03.
 AG5072
 AG5072.The dynamic height is computed by dividing the NAVD 88
 AG5072.geopotential number by the normal gravity value computed on the
 AG5072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5072.degrees latitude (g = 980.6199 gals.).
 AG5072
 AG5072.The modeled gravity was interpolated from observed gravity values.
 AG5072
 AG5072;                    North         East    Units  Estimated Accuracy
 AG5072;SPC FL W     -   350,660.      143,320.      MT  (+/- 180 meters Scaled)
 AG5072
 AG5072                          SUPERSEDED SURVEY CONTROL
 AG5072
 AG5072.No superseded survey control is available for this station.
 AG5072
 AG5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL445425(NAD 83)
 AG5072_MARKER: DJ = TIDAL STATION DISK
 AG5072_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5072_STAMPING: TIDAL 3 RESET 1960
 AG5072_MARK LOGO: CGS   
 AG5072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5072
 AG5072  HISTORY     - Date     Condition        Report By
 AG5072  HISTORY     - 1960     MONUMENTED       CGS
 AG5072  HISTORY     - 1966     GOOD             NGS
 AG5072  HISTORY     - 1983     GOOD             FLDNR
 AG5072  HISTORY     - 1990     GOOD             USPSQD
 AG5072  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG5072
 AG5072                          STATION DESCRIPTION
 AG5072
 AG5072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5072'AT BRADENTON.
 AG5072'AT BRADENTON, NEAR THE INTERSECTION OF THIRD AVENUE W. AND
 AG5072'12TH ST W, 20.5 FEET NORTH OF THE CENTER LINE OF THIRD AVENUE W.,
 AG5072'49.0 FEET WEST OF THE CENTER LINE OF 12TH STREET W., 9.6 FEET
 AG5072'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CABANA RESTAURANT, ABOUT
 AG5072'0.5 FOOT ABOVE THE LEVEL OF THIRD AVENUE W. AND SET IN THE TOP
 AG5072'OF THE NORTH CONCRETE CURB OF THIRD AVENUE W.  TIDAL STA 3-32
 AG5072
 AG5072                          STATION RECOVERY (1983)
 AG5072
 AG5072'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG5072'RECOVERED IN GOOD CONDITION.
 AG5072
 AG5072                          STATION RECOVERY (1990)
 AG5072
 AG5072'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG5072'RECOVERED IN GOOD CONDITION.
 AG5072
 AG5072                          STATION RECOVERY (2003)
 AG5072
 AG5072'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG5072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6383 ***********************************************************************
 AG6383  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6383  DESIGNATION -  872 6247 TIDAL 3 1975
 AG6383  PID         -  AG6383
 AG6383  STATE/COUNTY-  FL/MANATEE
 AG6383  USGS QUAD   -  BRADENTON (1987)
 AG6383
 AG6383                         *CURRENT SURVEY CONTROL
 AG6383  ___________________________________________________________________
 AG6383* NAD 83(1986)-  27 29 54.     (N)    082 34 19.     (W)     SCALED    
 AG6383* NAVD 88     -         3.030  (meters)       9.94   (feet)  ADJUSTED  
 AG6383  ___________________________________________________________________
 AG6383  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG6383  DYNAMIC HT  -           3.025 (meters)       9.92  (feet)  COMP
 AG6383  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 AG6383
 AG6383  VERT ORDER  -  SECOND    CLASS I
 AG6383
 AG6383.The horizontal coordinates were scaled from a topographic map and have
 AG6383.an estimated accuracy of +/- 6 seconds.
 AG6383
 AG6383.The orthometric height was determined by differential leveling
 AG6383.and adjusted by the National Geodetic Survey in June 1991..
 AG6383
 AG6383.This Tidal Bench Mark is designated as VM 10621
 AG6383.by the Center for Operational Oceanographic Products and Services.
 AG6383
 AG6383.The geoid height was determined by GEOID03.
 AG6383
 AG6383.The dynamic height is computed by dividing the NAVD 88
 AG6383.geopotential number by the normal gravity value computed on the
 AG6383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6383.degrees latitude (g = 980.6199 gals.).
 AG6383
 AG6383.The modeled gravity was interpolated from observed gravity values.
 AG6383
 AG6383;                    North         East    Units  Estimated Accuracy
 AG6383;SPC FL W     -   350,750.      143,490.      MT  (+/- 180 meters Scaled)
 AG6383
 AG6383                          SUPERSEDED SURVEY CONTROL
 AG6383
 AG6383.No superseded survey control is available for this station.
 AG6383
 AG6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447426(NAD 83)
 AG6383_MARKER: DB = BENCH MARK DISK
 AG6383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6383_SP_SET: CONCRETE ENTRANCE
 AG6383_STAMPING: NO 3 1975
 AG6383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6383
 AG6383  HISTORY     - Date     Condition        Report By
 AG6383  HISTORY     - 1975     MONUMENTED       NGS
 AG6383  HISTORY     - 1976     GOOD             NGS
 AG6383  HISTORY     - 1983     GOOD             FLDNR
 AG6383  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG6383
 AG6383                          STATION DESCRIPTION
 AG6383
 AG6383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6383'IN BRADENTON.
 AG6383'MARK IS IN BRADENTON AT THE MAIN ENTRANCE TO BISHOP PLANETARIUM AND
 AG6383'SOUTH FLORIDA MUSEUM ON 10TH STREET WEST.  MARK IS SET FLUSH IN
 AG6383'CONCRETE ENTRANCE TO MUSEUM.  MARK IS 66 FEET EAST OF CENTERLINE OF
 AG6383'10TH STREET WEST, 21 FEET WEST OF NORTH MOST DOOR AND 11 FEET NORTH OF
 AG6383'CENTER OF SIDEWALK LEADING TO MAIN ENTRANCE.
 AG6383
 AG6383                          STATION RECOVERY (1983)
 AG6383
 AG6383'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6383'RECOVERED IN GOOD CONDITION.  STAMPING NO 3 1975.
 AG6383
 AG6383                          STATION RECOVERY (2003)
 AG6383
 AG6383'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6383'MARK WAS COVERED BY NEW PAVING STONES AT ENTRANCE OF SOUTH FLORIDA
 AG6383'MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7662 ***********************************************************************
 AG7662  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7662  DESIGNATION -  872 6249 A TIDAL
 AG7662  PID         -  AG7662
 AG7662  STATE/COUNTY-  FL/MANATEE
 AG7662  USGS QUAD   -  ANNA MARIA (1981)
 AG7662
 AG7662                         *CURRENT SURVEY CONTROL
 AG7662  ___________________________________________________________________
 AG7662* NAD 83(1986)-  27 30 17.     (N)    082 38 49.     (W)     SCALED    
 AG7662* NAVD 88     -         1.280  (meters)       4.20   (feet)  ADJUSTED  
 AG7662  ___________________________________________________________________
 AG7662  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7662  DYNAMIC HT  -           1.278 (meters)       4.19  (feet)  COMP
 AG7662  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 AG7662
 AG7662  VERT ORDER  -  SECOND    CLASS I
 AG7662
 AG7662.The horizontal coordinates were scaled from a topographic map and have
 AG7662.an estimated accuracy of +/- 6 seconds.
 AG7662
 AG7662.The orthometric height was determined by differential leveling
 AG7662.and adjusted by the National Geodetic Survey in June 1991..
 AG7662
 AG7662.This Tidal Bench Mark is designated as VM 6167
 AG7662.by the Center for Operational Oceanographic Products and Services.
 AG7662
 AG7662.The geoid height was determined by GEOID03.
 AG7662
 AG7662.The dynamic height is computed by dividing the NAVD 88
 AG7662.geopotential number by the normal gravity value computed on the
 AG7662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7662.degrees latitude (g = 980.6199 gals.).
 AG7662
 AG7662.The modeled gravity was interpolated from observed gravity values.
 AG7662
 AG7662;                    North         East    Units  Estimated Accuracy
 AG7662;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7662
 AG7662                          SUPERSEDED SURVEY CONTROL
 AG7662
 AG7662.No superseded survey control is available for this station.
 AG7662
 AG7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7662_MARKER: DJ = TIDAL STATION DISK
 AG7662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7662_SP_SET: COPPER-CLAD STEEL ROD
 AG7662_STAMPING: 6249 A 1977
 AG7662_MARK LOGO: NOS   
 AG7662_PROJECTION: FLUSH
 AG7662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7662_ROD/PIPE-DEPTH: 12.2 meters
 AG7662
 AG7662  HISTORY     - Date     Condition        Report By
 AG7662  HISTORY     - 1977     MONUMENTED       NOS
 AG7662  HISTORY     - 1983     GOOD             FLDNR
 AG7662
 AG7662                          STATION DESCRIPTION
 AG7662
 AG7662'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7662'5.5 MI WEST FROM BRADENTON.
 AG7662'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7662'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7662'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7662'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7662'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7662'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK IS ON THE SOUTH SIDE OF
 AG7662'THE PROPERTY, 22.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMENT
 AG7662'BLOCK BAR-B-QUE GRILL, 3 FEET EAST-NORTHEAST OF A 12-INCH DIAMETER OAK
 AG7662'TREE, AND 2.3 FEET NORTHWEST OF AN 8-INCH DIAMETER OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7661 ***********************************************************************
 AG7661  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7661  DESIGNATION -  872 6249 B TIDAL
 AG7661  PID         -  AG7661
 AG7661  STATE/COUNTY-  FL/MANATEE
 AG7661  USGS QUAD   -  ANNA MARIA (1981)
 AG7661
 AG7661                         *CURRENT SURVEY CONTROL
 AG7661  ___________________________________________________________________
 AG7661* NAD 83(1986)-  27 30 17.     (N)    082 38 49.     (W)     SCALED    
 AG7661* NAVD 88     -         1.836  (meters)       6.02   (feet)  ADJUSTED  
 AG7661  ___________________________________________________________________
 AG7661  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7661  DYNAMIC HT  -           1.833 (meters)       6.01  (feet)  COMP
 AG7661  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 AG7661
 AG7661  VERT ORDER  -  SECOND    CLASS I
 AG7661
 AG7661.The horizontal coordinates were scaled from a topographic map and have
 AG7661.an estimated accuracy of +/- 6 seconds.
 AG7661
 AG7661.The orthometric height was determined by differential leveling
 AG7661.and adjusted by the National Geodetic Survey in June 1991..
 AG7661
 AG7661.This Tidal Bench Mark is designated as VM 6168
 AG7661.by the Center for Operational Oceanographic Products and Services.
 AG7661
 AG7661.The geoid height was determined by GEOID03.
 AG7661
 AG7661.The dynamic height is computed by dividing the NAVD 88
 AG7661.geopotential number by the normal gravity value computed on the
 AG7661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7661.degrees latitude (g = 980.6199 gals.).
 AG7661
 AG7661.The modeled gravity was interpolated from observed gravity values.
 AG7661
 AG7661;                    North         East    Units  Estimated Accuracy
 AG7661;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7661
 AG7661                          SUPERSEDED SURVEY CONTROL
 AG7661
 AG7661.No superseded survey control is available for this station.
 AG7661
 AG7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7661_MARKER: DJ = TIDAL STATION DISK
 AG7661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7661_SP_SET: CONCRETE POST
 AG7661_STAMPING: 6249 B 1977
 AG7661_MARK LOGO: NOS   
 AG7661_PROJECTION: FLUSH
 AG7661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7661+STABILITY: SURFACE MOTION
 AG7661
 AG7661  HISTORY     - Date     Condition        Report By
 AG7661  HISTORY     - 1977     MONUMENTED       NOS
 AG7661  HISTORY     - 1983     GOOD             FLDNR
 AG7661
 AG7661                          STATION DESCRIPTION
 AG7661
 AG7661'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7661'5.5 MI WEST FROM BRADENTON.
 AG7661'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7661'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7661'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7661'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7661'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7661'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK IS SOUTHEAST OF THE
 AG7661'HOUSE, 1.9 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A FLOWER
 AG7661'HOTHOUSE, 34.5 FEET SOUTHEAST OF A 12-INCH DIAMETER MAGNOLIA TREE, AND
 AG7661'25 FEET SOUTH OF A LARGE CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7660 ***********************************************************************
 AG7660  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7660  DESIGNATION -  872 6249 C TIDAL
 AG7660  PID         -  AG7660
 AG7660  STATE/COUNTY-  FL/MANATEE
 AG7660  USGS QUAD   -  ANNA MARIA (1981)
 AG7660
 AG7660                         *CURRENT SURVEY CONTROL
 AG7660  ___________________________________________________________________
 AG7660* NAD 83(1986)-  27 30 17.     (N)    082 38 49.     (W)     SCALED    
 AG7660* NAVD 88     -         2.732  (meters)       8.96   (feet)  ADJUSTED  
 AG7660  ___________________________________________________________________
 AG7660  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7660  DYNAMIC HT  -           2.728 (meters)       8.95  (feet)  COMP
 AG7660  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 AG7660
 AG7660  VERT ORDER  -  SECOND    CLASS I
 AG7660
 AG7660.The horizontal coordinates were scaled from a topographic map and have
 AG7660.an estimated accuracy of +/- 6 seconds.
 AG7660
 AG7660.The orthometric height was determined by differential leveling
 AG7660.and adjusted by the National Geodetic Survey in June 1991..
 AG7660
 AG7660.This Tidal Bench Mark is designated as VM 6169
 AG7660.by the Center for Operational Oceanographic Products and Services.
 AG7660
 AG7660.The geoid height was determined by GEOID03.
 AG7660
 AG7660.The dynamic height is computed by dividing the NAVD 88
 AG7660.geopotential number by the normal gravity value computed on the
 AG7660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7660.degrees latitude (g = 980.6199 gals.).
 AG7660
 AG7660.The modeled gravity was interpolated from observed gravity values.
 AG7660
 AG7660;                    North         East    Units  Estimated Accuracy
 AG7660;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7660
 AG7660                          SUPERSEDED SURVEY CONTROL
 AG7660
 AG7660.No superseded survey control is available for this station.
 AG7660
 AG7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7660_MARKER: DJ = TIDAL STATION DISK
 AG7660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7660_SP_SET: CONCRETE POST
 AG7660_STAMPING: 6249 C 1977
 AG7660_MARK LOGO: NOS   
 AG7660_PROJECTION: FLUSH
 AG7660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7660+STABILITY: SURFACE MOTION
 AG7660
 AG7660  HISTORY     - Date     Condition        Report By
 AG7660  HISTORY     - 1977     MONUMENTED       NOS
 AG7660  HISTORY     - 1983     GOOD             FLDNR
 AG7660
 AG7660                          STATION DESCRIPTION
 AG7660
 AG7660'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7660'5.5 MI WEST FROM BRADENTON.
 AG7660'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7660'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7660'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7660'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7660'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7660'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK BEARS 1.2 FEET NORTH OF
 AG7660'AN OLD WATER WELL, 2.2 FEET WEST OF A 12-INCH DIAMETER PALM TREE, AND
 AG7660'36.5 FEET SOUTHEAST OF A 5-TRUNKED CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7659 ***********************************************************************
 AG7659  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7659  DESIGNATION -  872 6249 E TIDAL
 AG7659  PID         -  AG7659
 AG7659  STATE/COUNTY-  FL/MANATEE
 AG7659  USGS QUAD   -  ANNA MARIA (1981)
 AG7659
 AG7659                         *CURRENT SURVEY CONTROL
 AG7659  ___________________________________________________________________
 AG7659* NAD 83(1986)-  27 30 17.     (N)    082 38 49.     (W)     SCALED    
 AG7659* NAVD 88     -         2.712  (meters)       8.90   (feet)  ADJUSTED  
 AG7659  ___________________________________________________________________
 AG7659  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7659  DYNAMIC HT  -           2.708 (meters)       8.88  (feet)  COMP
 AG7659  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 AG7659
 AG7659  VERT ORDER  -  SECOND    CLASS I
 AG7659
 AG7659.The horizontal coordinates were scaled from a topographic map and have
 AG7659.an estimated accuracy of +/- 6 seconds.
 AG7659
 AG7659.The orthometric height was determined by differential leveling
 AG7659.and adjusted by the National Geodetic Survey in June 1991..
 AG7659
 AG7659.This Tidal Bench Mark is designated as VM 6170
 AG7659.by the Center for Operational Oceanographic Products and Services.
 AG7659
 AG7659.The geoid height was determined by GEOID03.
 AG7659
 AG7659.The dynamic height is computed by dividing the NAVD 88
 AG7659.geopotential number by the normal gravity value computed on the
 AG7659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7659.degrees latitude (g = 980.6199 gals.).
 AG7659
 AG7659.The modeled gravity was interpolated from observed gravity values.
 AG7659
 AG7659;                    North         East    Units  Estimated Accuracy
 AG7659;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7659
 AG7659                          SUPERSEDED SURVEY CONTROL
 AG7659
 AG7659.No superseded survey control is available for this station.
 AG7659
 AG7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7659_MARKER: DJ = TIDAL STATION DISK
 AG7659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7659_SP_SET: CONCRETE POST
 AG7659_STAMPING: 6249 E 1977
 AG7659_MARK LOGO: NOS   
 AG7659_PROJECTION: FLUSH
 AG7659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7659+STABILITY: SURFACE MOTION
 AG7659
 AG7659  HISTORY     - Date     Condition        Report By
 AG7659  HISTORY     - 1977     MONUMENTED       NOS
 AG7659  HISTORY     - 1983     GOOD             FLDNR
 AG7659
 AG7659                          STATION DESCRIPTION
 AG7659
 AG7659'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7659'5.5 MI WEST FROM BRADENTON.
 AG7659'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7659'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7659'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7659'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7659'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7659'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK BEARS 3.6 FEET
 AG7659'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 14.4 FEET SOUTHWEST OF
 AG7659'THE SOUTHWEST CORNER OF THE GARAGE, 17.0 FEET NORTH OF THE CENTERLINE
 AG7659'OF THE DRIVE, AND 11.0 FEET EAST OF THE MAIN ENTRANCE TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7658 ***********************************************************************
 AG7658  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7658  DESIGNATION -  872 6249 F TIDAL
 AG7658  PID         -  AG7658
 AG7658  STATE/COUNTY-  FL/MANATEE
 AG7658  USGS QUAD   -  ANNA MARIA (1981)
 AG7658
 AG7658                         *CURRENT SURVEY CONTROL
 AG7658  ___________________________________________________________________
 AG7658* NAD 83(1986)-  27 30 17.     (N)    082 38 49.     (W)     SCALED    
 AG7658* NAVD 88     -         2.917  (meters)       9.57   (feet)  ADJUSTED  
 AG7658  ___________________________________________________________________
 AG7658  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AG7658  DYNAMIC HT  -           2.912 (meters)       9.55  (feet)  COMP
 AG7658  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 AG7658
 AG7658  VERT ORDER  -  SECOND    CLASS I
 AG7658
 AG7658.The horizontal coordinates were scaled from a topographic map and have
 AG7658.an estimated accuracy of +/- 6 seconds.
 AG7658
 AG7658.The orthometric height was determined by differential leveling
 AG7658.and adjusted by the National Geodetic Survey in June 1991..
 AG7658
 AG7658.This Tidal Bench Mark is designated as VM 6171
 AG7658.by the Center for Operational Oceanographic Products and Services.
 AG7658
 AG7658.The geoid height was determined by GEOID03.
 AG7658
 AG7658.The dynamic height is computed by dividing the NAVD 88
 AG7658.geopotential number by the normal gravity value computed on the
 AG7658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7658.degrees latitude (g = 980.6199 gals.).
 AG7658
 AG7658.The modeled gravity was interpolated from observed gravity values.
 AG7658
 AG7658;                    North         East    Units  Estimated Accuracy
 AG7658;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7658
 AG7658                          SUPERSEDED SURVEY CONTROL
 AG7658
 AG7658.No superseded survey control is available for this station.
 AG7658
 AG7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7658_MARKER: DJ = TIDAL STATION DISK
 AG7658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7658_SP_SET: CONCRETE POST
 AG7658_STAMPING: 6249 F 1977
 AG7658_MARK LOGO: NOS   
 AG7658_PROJECTION: RECESSED 5 CENTIMETERS
 AG7658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7658+STABILITY: SURFACE MOTION
 AG7658
 AG7658  HISTORY     - Date     Condition        Report By
 AG7658  HISTORY     - 1977     MONUMENTED       NOS
 AG7658  HISTORY     - 1983     GOOD             FLDNR
 AG7658
 AG7658                          STATION DESCRIPTION
 AG7658
 AG7658'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7658'5.5 MI WEST FROM BRADENTON.
 AG7658'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7658'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7658'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7658'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7658'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7658'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK IS NEAR THE SOUTH END
 AG7658'OF A FENCE LINE ON THE WEST SIDE OF THE DRIVE, 12.5 FEET WEST OF THE
 AG7658'CENTERLINE OF THE DRIVE, 1.3 FEET SOUTH OF THE SOUTH FENCE POST, AND
 AG7658'81.5 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7667 ***********************************************************************
 AG7667  DESIGNATION -  872 6273 A TIDAL
 AG7667  PID         -  AG7667
 AG7667  STATE/COUNTY-  FL/MANATEE
 AG7667  USGS QUAD   -  ANNA MARIA (1981)
 AG7667
 AG7667                         *CURRENT SURVEY CONTROL
 AG7667  ___________________________________________________________________
 AG7667* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG7667* NAVD 88     -         0.855  (meters)       2.81   (feet)  ADJUSTED  
 AG7667  ___________________________________________________________________
 AG7667  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7667  DYNAMIC HT  -           0.854 (meters)       2.80  (feet)  COMP
 AG7667  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG7667
 AG7667  VERT ORDER  -  SECOND    CLASS I
 AG7667
 AG7667.The horizontal coordinates were scaled from a topographic map and have
 AG7667.an estimated accuracy of +/- 6 seconds.
 AG7667
 AG7667.The orthometric height was determined by differential leveling
 AG7667.and adjusted by the National Geodetic Survey in June 1991..
 AG7667
 AG7667.The geoid height was determined by GEOID03.
 AG7667
 AG7667.The dynamic height is computed by dividing the NAVD 88
 AG7667.geopotential number by the normal gravity value computed on the
 AG7667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7667.degrees latitude (g = 980.6199 gals.).
 AG7667
 AG7667.The modeled gravity was interpolated from observed gravity values.
 AG7667
 AG7667;                    North         East    Units  Estimated Accuracy
 AG7667;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7667
 AG7667                          SUPERSEDED SURVEY CONTROL
 AG7667
 AG7667.No superseded survey control is available for this station.
 AG7667
 AG7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7667_MARKER: DJ = TIDAL STATION DISK
 AG7667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7667_SP_SET: CONCRETE SEAWALL
 AG7667_STAMPING: 6273 A 1977
 AG7667_MARK LOGO: NOS   
 AG7667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7667+STABILITY: SURFACE MOTION
 AG7667
 AG7667  HISTORY     - Date     Condition        Report By
 AG7667  HISTORY     - 1977     MONUMENTED       NOS
 AG7667  HISTORY     - 1983     GOOD             FLDNR
 AG7667  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7667
 AG7667                          STATION DESCRIPTION
 AG7667
 AG7667'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7667'6.65 MI WNW FROM BRADENTON.
 AG7667'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7667'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7667'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7667'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7667'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7667'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7667'MARK.  THE MARK IS SET IN THE TOP OF THE WEST SEAWALL FOR A WHARF,
 AG7667'38.4 FEET WEST OF THE EAST EDGE OF THE WHARF, 75 FEET SOUTH OF A LIGHT
 AG7667'POLE, AND 228 FEET NORTH-NORTHWEST OF BENCH MARK 6273 B 1977.
 AG7667
 AG7667                          STATION RECOVERY (2003)
 AG7667
 AG7667'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7668 ***********************************************************************
 AG7668  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7668  DESIGNATION -  872 6273 B TIDAL
 AG7668  PID         -  AG7668
 AG7668  STATE/COUNTY-  FL/MANATEE
 AG7668  USGS QUAD   -  ANNA MARIA (1981)
 AG7668
 AG7668                         *CURRENT SURVEY CONTROL
 AG7668  ___________________________________________________________________
 AG7668* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG7668* NAVD 88     -         0.853  (meters)       2.80   (feet)  ADJUSTED  
 AG7668  ___________________________________________________________________
 AG7668  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7668  DYNAMIC HT  -           0.852 (meters)       2.80  (feet)  COMP
 AG7668  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG7668
 AG7668  VERT ORDER  -  SECOND    CLASS I
 AG7668
 AG7668.The horizontal coordinates were scaled from a topographic map and have
 AG7668.an estimated accuracy of +/- 6 seconds.
 AG7668
 AG7668.The orthometric height was determined by differential leveling
 AG7668.and adjusted by the National Geodetic Survey in June 1991..
 AG7668
 AG7668.This Tidal Bench Mark is designated as VM 6177
 AG7668.by the Center for Operational Oceanographic Products and Services.
 AG7668
 AG7668.The geoid height was determined by GEOID03.
 AG7668
 AG7668.The dynamic height is computed by dividing the NAVD 88
 AG7668.geopotential number by the normal gravity value computed on the
 AG7668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7668.degrees latitude (g = 980.6199 gals.).
 AG7668
 AG7668.The modeled gravity was interpolated from observed gravity values.
 AG7668
 AG7668;                    North         East    Units  Estimated Accuracy
 AG7668;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7668
 AG7668                          SUPERSEDED SURVEY CONTROL
 AG7668
 AG7668.No superseded survey control is available for this station.
 AG7668
 AG7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7668_MARKER: DJ = TIDAL STATION DISK
 AG7668_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7668_SP_SET: RETAINING WALL
 AG7668_STAMPING: 6273 B 1977
 AG7668_MARK LOGO: NOS   
 AG7668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7668+STABILITY: SURFACE MOTION
 AG7668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7668+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG7668
 AG7668  HISTORY     - Date     Condition        Report By
 AG7668  HISTORY     - 1977     MONUMENTED       NOS
 AG7668  HISTORY     - 1983     GOOD             FLDNR
 AG7668  HISTORY     - 19900417 GOOD             FLDNR
 AG7668  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7668
 AG7668                          STATION DESCRIPTION
 AG7668
 AG7668'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7668'6.65 MI WNW FROM BRADENTON.
 AG7668'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7668'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7668'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7668'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7668'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7668'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7668'MARK.  THE MARK BEARS 5.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 AG7668'MARINA BOAT BASIN, 38.2 FEET SOUTH OF A CHAIN-LINK FENCE ON A WHARF,
 AG7668'52.25 FEET NORTHEAST OF POWER POLE 5-0781-7988-0-1, 45.8 FEET
 AG7668'EAST-NORTHEAST OF BENCH MARK 6273 C 1977, AND 228 FEET SOUTH-SOUTHEAST
 AG7668'OF BENCH MARK 6273 A 1977.
 AG7668
 AG7668                          STATION RECOVERY (1990)
 AG7668
 AG7668'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7668'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG7668'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST OFFICE IN
 AG7668'BRADENTON (DOWNTOWN AT THE INTERSECTION OF STATE ROAD 64 AND 9TH
 AG7668'STREET), GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET
 AG7668'WEST, TURN RIGHT GO NORTH ON 75TH STREET WEST FOR 1.5 MI (2.41 KM) TO
 AG7668'17TH AVENUE NW, TURN LEFT GO WEST ON 17TH STREET NW FOR 0.5 MI (0.80
 AG7668'KM) TO 83RD STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW FOR 0.2
 AG7668'MI (0.32 KM) TO 21ST AVENUE NW, TURN LEFT GO WEST FOR 0.3 MI (0.48
 AG7668'KM) ON 21ST AVENUE NW TO 88TH COURT STREET, TURN RIGHT GO NORTH ON
 AG7668'88TH COURT STREET FOR 0.2 MI (0.32 KM) TO THE BOCA DEL RIO MARINA,
 AG7668'THE BENCH MARK IS LOCATED 246.0 FT (74.98 M) NORTH OF BENCH MARK 872
 AG7668'6273 E, 5.6 FT (1.71 M) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 AG7668'SEAWALL, 41.0 FT (12.50 M) EAST OF THE EAST EDGE OF THE WESTERNMOST
 AG7668'NORTH-SOUTH SEAWALL, 5.0 FT (1.52 M) NORTH OF THE NORTHWEST CORNER OF
 AG7668'A 15 FT (4.57 M) BY 20 FT (6.10 M) CONCRETE PLATFORM.
 AG7668
 AG7668                          STATION RECOVERY (2003)
 AG7668
 AG7668'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7666 ***********************************************************************
 AG7666  DESIGNATION -  872 6273 C TIDAL
 AG7666  PID         -  AG7666
 AG7666  STATE/COUNTY-  FL/MANATEE
 AG7666  USGS QUAD   -  ANNA MARIA (1981)
 AG7666
 AG7666                         *CURRENT SURVEY CONTROL
 AG7666  ___________________________________________________________________
 AG7666* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG7666* NAVD 88     -         1.005  (meters)       3.30   (feet)  ADJUSTED  
 AG7666  ___________________________________________________________________
 AG7666  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7666  DYNAMIC HT  -           1.004 (meters)       3.29  (feet)  COMP
 AG7666  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG7666
 AG7666  VERT ORDER  -  SECOND    CLASS I
 AG7666
 AG7666.The horizontal coordinates were scaled from a topographic map and have
 AG7666.an estimated accuracy of +/- 6 seconds.
 AG7666
 AG7666.The orthometric height was determined by differential leveling
 AG7666.and adjusted by the National Geodetic Survey in June 1991..
 AG7666
 AG7666.The geoid height was determined by GEOID03.
 AG7666
 AG7666.The dynamic height is computed by dividing the NAVD 88
 AG7666.geopotential number by the normal gravity value computed on the
 AG7666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7666.degrees latitude (g = 980.6199 gals.).
 AG7666
 AG7666.The modeled gravity was interpolated from observed gravity values.
 AG7666
 AG7666;                    North         East    Units  Estimated Accuracy
 AG7666;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7666
 AG7666                          SUPERSEDED SURVEY CONTROL
 AG7666
 AG7666.No superseded survey control is available for this station.
 AG7666
 AG7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7666_MARKER: DJ = TIDAL STATION DISK
 AG7666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7666_SP_SET: CONCRETE SEAWALL
 AG7666_STAMPING: 6273 C 1977
 AG7666_MARK LOGO: NOS   
 AG7666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7666+STABILITY: SURFACE MOTION
 AG7666
 AG7666  HISTORY     - Date     Condition        Report By
 AG7666  HISTORY     - 1977     MONUMENTED       NOS
 AG7666  HISTORY     - 1983     GOOD             FLDNR
 AG7666  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7666
 AG7666                          STATION DESCRIPTION
 AG7666
 AG7666'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7666'6.65 MI WNW FROM BRADENTON.
 AG7666'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7666'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7666'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7666'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7666'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7666'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7666'MARK.  THE MARK BEARS 12 FEET NORTH OF POWER POLE 5-0781-7988-0-1,
 AG7666'62.1 FEET SOUTH OF A CHAIN-LINK FENCE ON THE WHARF, 1.5 FEET NORTH OF
 AG7666'THE SOUTH END OF THE WEST SEAWALL FOR THE WHARF, AND 45.8 FEET
 AG7666'WEST-SOUTHWEST OF BENCH MARK 6273 B 1977.
 AG7666
 AG7666                          STATION RECOVERY (2003)
 AG7666
 AG7666'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7665 ***********************************************************************
 AG7665  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7665  DESIGNATION -  872 6273 E TIDAL
 AG7665  PID         -  AG7665
 AG7665  STATE/COUNTY-  FL/MANATEE
 AG7665  USGS QUAD   -  ANNA MARIA (1981)
 AG7665
 AG7665                         *CURRENT SURVEY CONTROL
 AG7665  ___________________________________________________________________
 AG7665* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG7665* NAVD 88     -         1.775  (meters)       5.82   (feet)  ADJUSTED  
 AG7665  ___________________________________________________________________
 AG7665  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7665  DYNAMIC HT  -           1.772 (meters)       5.81  (feet)  COMP
 AG7665  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG7665
 AG7665  VERT ORDER  -  SECOND    CLASS I
 AG7665
 AG7665.The horizontal coordinates were scaled from a topographic map and have
 AG7665.an estimated accuracy of +/- 6 seconds.
 AG7665
 AG7665.The orthometric height was determined by differential leveling
 AG7665.and adjusted by the National Geodetic Survey in June 1991..
 AG7665
 AG7665.This Tidal Bench Mark is designated as VM 6178
 AG7665.by the Center for Operational Oceanographic Products and Services.
 AG7665
 AG7665.The geoid height was determined by GEOID03.
 AG7665
 AG7665.The dynamic height is computed by dividing the NAVD 88
 AG7665.geopotential number by the normal gravity value computed on the
 AG7665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7665.degrees latitude (g = 980.6199 gals.).
 AG7665
 AG7665.The modeled gravity was interpolated from observed gravity values.
 AG7665
 AG7665;                    North         East    Units  Estimated Accuracy
 AG7665;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7665
 AG7665                          SUPERSEDED SURVEY CONTROL
 AG7665
 AG7665.No superseded survey control is available for this station.
 AG7665
 AG7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7665_MARKER: DJ = TIDAL STATION DISK
 AG7665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7665_SP_SET: CONCRETE POST
 AG7665_STAMPING: 6273 E 1977
 AG7665_MARK LOGO: NOS   
 AG7665_PROJECTION: FLUSH
 AG7665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7665+STABILITY: SURFACE MOTION
 AG7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7665+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG7665
 AG7665  HISTORY     - Date     Condition        Report By
 AG7665  HISTORY     - 1977     MONUMENTED       NOS
 AG7665  HISTORY     - 1983     GOOD             FLDNR
 AG7665  HISTORY     - 19900417 GOOD             FLDNR
 AG7665
 AG7665                          STATION DESCRIPTION
 AG7665
 AG7665'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7665'6.65 MI WNW FROM BRADENTON.
 AG7665'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7665'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7665'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7665'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7665'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7665'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7665'MARK.  THE MARK BEARS 14 FEET WEST OF THE CENTERLINE OF THE ROAD TO
 AG7665'THE WHARF, 2.2 FEET NORTH OF A POWER POLE, 61 FEET WEST OF ANOTHER
 AG7665'POWER POLE, AND 39.8 FEET NORTH OF A CHAIN-LINK FENCE AROUND THE
 AG7665'MARINA PROPERTY.
 AG7665
 AG7665                          STATION RECOVERY (1990)
 AG7665
 AG7665'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7665'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG7665'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARKS FROM THE POST OFFICE
 AG7665'IN BRADENTON (DOWNTOWN AT THE INTERSECTION OF STATE ROAD 64 AND 9TH
 AG7665'STREET), GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET
 AG7665'WEST, TURN RIGHT GO NORTH ON 75TH STREET WEST FOR 1.5 MI (2.41 KM) TO
 AG7665'17TH AVENUE NW, TURN LEFT GO WEST ON 17TH STREET NW FOR 0.5 MI (0.80
 AG7665'KM) TO 83RD STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW FOR 0.2
 AG7665'MI (0.32 KM) TO 21ST AVENUE NW, TURN LEFT GO WEST ON 21ST AVENUE NW
 AG7665'FOR 0.3 MI (0.48 KM) TO 88TH COURT STREET, TURN RIGHT GO NORTH FOR
 AG7665'0.2 MI (0.32 KM) ON 88TH COURT STREET TO THE BOCA DEL RIO MARINA.
 AG7665'THE BENCH MARK IS LOCATED 246.O FT SOUTH OF BENCH MARK 872 6273 B,
 AG7665'14.0 FT (4.27 M) WEST OF THE CENTERLINE OF A PAVED ROAD, 37.0 FT
 AG7665'(11.28 M) NORTH OF A POWER POLE, 1.3 FT (0.40 M) EAST OF A CARSONITE
 AG7665'WITTNES POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7664 ***********************************************************************
 AG7664  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7664  DESIGNATION -  872 6273 F TIDAL
 AG7664  PID         -  AG7664
 AG7664  STATE/COUNTY-  FL/MANATEE
 AG7664  USGS QUAD   -  ANNA MARIA (1981)
 AG7664
 AG7664                         *CURRENT SURVEY CONTROL
 AG7664  ___________________________________________________________________
 AG7664* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG7664* NAVD 88     -         3.253  (meters)      10.67   (feet)  ADJUSTED  
 AG7664  ___________________________________________________________________
 AG7664  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7664  DYNAMIC HT  -           3.248 (meters)      10.66  (feet)  COMP
 AG7664  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG7664
 AG7664  VERT ORDER  -  SECOND    CLASS I
 AG7664
 AG7664.The horizontal coordinates were scaled from a topographic map and have
 AG7664.an estimated accuracy of +/- 6 seconds.
 AG7664
 AG7664.The orthometric height was determined by differential leveling
 AG7664.and adjusted by the National Geodetic Survey in June 1991..
 AG7664
 AG7664.This Tidal Bench Mark is designated as VM 6179
 AG7664.by the Center for Operational Oceanographic Products and Services.
 AG7664
 AG7664.The geoid height was determined by GEOID03.
 AG7664
 AG7664.The dynamic height is computed by dividing the NAVD 88
 AG7664.geopotential number by the normal gravity value computed on the
 AG7664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7664.degrees latitude (g = 980.6199 gals.).
 AG7664
 AG7664.The modeled gravity was interpolated from observed gravity values.
 AG7664
 AG7664;                    North         East    Units  Estimated Accuracy
 AG7664;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7664
 AG7664                          SUPERSEDED SURVEY CONTROL
 AG7664
 AG7664.No superseded survey control is available for this station.
 AG7664
 AG7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7664_MARKER: DJ = TIDAL STATION DISK
 AG7664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7664_SP_SET: CONCRETE POST
 AG7664_STAMPING: 6273 F 1982
 AG7664_MARK LOGO: NOS   
 AG7664_PROJECTION: RECESSED 5 CENTIMETERS
 AG7664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7664+STABILITY: SURFACE MOTION
 AG7664
 AG7664  HISTORY     - Date     Condition        Report By
 AG7664  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7664  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7664
 AG7664                          STATION DESCRIPTION
 AG7664
 AG7664'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7664'6.65 MI WNW FROM BRADENTON.
 AG7664'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7664'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7664'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7664'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7664'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7664'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7664'MARK.  THE MARK BEARS 17.4 FEET EAST OF THE CENTERLINE OF THE ENTRANCE
 AG7664'ROAD, 5.8 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A CHAINLINK FENCE,
 AG7664'23 FEET NORTHWEST OF A 3-TRUNKED MANGOE TREE, AND 34.6 FEET
 AG7664'EAST-NORTHEAST OF POWER POLE 2403-2.
 AG7664
 AG7664                          STATION RECOVERY (2003)
 AG7664
 AG7664'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9414 ***********************************************************************
 AG9414  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9414  DESIGNATION -  872 6273 G TIDAL
 AG9414  PID         -  AG9414
 AG9414  STATE/COUNTY-  FL/MANATEE
 AG9414  USGS QUAD   -  ANNA MARIA (1981)
 AG9414
 AG9414                         *CURRENT SURVEY CONTROL
 AG9414  ___________________________________________________________________
 AG9414* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG9414* NAVD 88     -         1.341  (meters)       4.40   (feet)  ADJUSTED  
 AG9414  ___________________________________________________________________
 AG9414  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG9414  DYNAMIC HT  -           1.339 (meters)       4.39  (feet)  COMP
 AG9414  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG9414
 AG9414  VERT ORDER  -  SECOND    CLASS I
 AG9414
 AG9414.The horizontal coordinates were scaled from a topographic map and have
 AG9414.an estimated accuracy of +/- 6 seconds.
 AG9414
 AG9414.The orthometric height was determined by differential leveling
 AG9414.and adjusted by the National Geodetic Survey in March 1995..
 AG9414
 AG9414.This Tidal Bench Mark is designated as VM 6180
 AG9414.by the Center for Operational Oceanographic Products and Services.
 AG9414
 AG9414.The geoid height was determined by GEOID03.
 AG9414
 AG9414.The dynamic height is computed by dividing the NAVD 88
 AG9414.geopotential number by the normal gravity value computed on the
 AG9414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9414.degrees latitude (g = 980.6199 gals.).
 AG9414
 AG9414.The modeled gravity was interpolated from observed gravity values.
 AG9414
 AG9414;                    North         East    Units  Estimated Accuracy
 AG9414;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG9414
 AG9414                          SUPERSEDED SURVEY CONTROL
 AG9414
 AG9414.No superseded survey control is available for this station.
 AG9414
 AG9414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG9414_MARKER: I = METAL ROD
 AG9414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9414_SP_SET: STAINLESS STEEL ROD
 AG9414_STAMPING: 6273 G 1990
 AG9414_MARK LOGO: NOS   
 AG9414_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9414+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9414
 AG9414  HISTORY     - Date     Condition        Report By
 AG9414  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9414
 AG9414                          STATION DESCRIPTION
 AG9414
 AG9414'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9414'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG9414'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST OFFICE IN
 AG9414'BRADENTON (DOWNTOWN AT THE INTERSECTION OF STATE ROAD 64 AND 9TH
 AG9414'STREET), GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET
 AG9414'WEST, TURN RIGHT GO NORTH ON 75TH STREET WEST 1.5 MI (2.41 KM) FORTO
 AG9414'17TH AVENUE NORTHWEST, TURN LEFT GO WEST FOR 0.5 MI (0.80 KM) ON 17TH
 AG9414'STREET NORTHWEST TO 83RD STREET NORTHWEST, TURN RIGHT GO NORTH ON
 AG9414'83RD STREET NORHTWEST FOR 0.2 MI (0.32 KM) TO 21ST AVENUE NORTHWEST,
 AG9414'TURN LEFT GO WEST FOR 0.3 MI (0.48 KM) ON 21ST AVE NORTHWEST TO 88TH
 AG9414'COURT STREET, TURN RIGHT GO NORTH FOR 0.2 MI (0.32 KM) ON 88TH COURT
 AG9414'STREET TO THE BOCA DEL RIO MARINA.  THE MARK IS LOCATED 301.3 FT
 AG9414'(91.84 M) NORTH OF BENCH MARK 872 6273 B, 22.3 FT (6.80 M) SOUTH OF
 AG9414'THE SOUTH EDGE OF THE NORTH SEAWALL, 1.8 FT (0.55 M) EAST OF THE EAST
 AG9414'EDGE OF THE WEST SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9416 ***********************************************************************
 AG9416  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9416  DESIGNATION -  872 6273 H TIDAL
 AG9416  PID         -  AG9416
 AG9416  STATE/COUNTY-  FL/MANATEE
 AG9416  USGS QUAD   -  ANNA MARIA (1981)
 AG9416
 AG9416                         *CURRENT SURVEY CONTROL
 AG9416  ___________________________________________________________________
 AG9416* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG9416* NAVD 88     -         4.953  (meters)      16.25   (feet)  ADJUSTED  
 AG9416  ___________________________________________________________________
 AG9416  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG9416  DYNAMIC HT  -           4.946 (meters)      16.23  (feet)  COMP
 AG9416  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG9416
 AG9416  VERT ORDER  -  SECOND    CLASS I
 AG9416
 AG9416.The horizontal coordinates were scaled from a topographic map and have
 AG9416.an estimated accuracy of +/- 6 seconds.
 AG9416
 AG9416.The orthometric height was determined by differential leveling
 AG9416.and adjusted by the National Geodetic Survey in March 1995..
 AG9416
 AG9416.This Tidal Bench Mark is designated as VM 6181
 AG9416.by the Center for Operational Oceanographic Products and Services.
 AG9416
 AG9416.The geoid height was determined by GEOID03.
 AG9416
 AG9416.The dynamic height is computed by dividing the NAVD 88
 AG9416.geopotential number by the normal gravity value computed on the
 AG9416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9416.degrees latitude (g = 980.6199 gals.).
 AG9416
 AG9416.The modeled gravity was interpolated from observed gravity values.
 AG9416
 AG9416;                    North         East    Units  Estimated Accuracy
 AG9416;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG9416
 AG9416                          SUPERSEDED SURVEY CONTROL
 AG9416
 AG9416.No superseded survey control is available for this station.
 AG9416
 AG9416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG9416_MARKER: I = METAL ROD
 AG9416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9416_SP_SET: STAINLESS STEEL ROD
 AG9416_STAMPING: 6273 H 1990
 AG9416_MARK LOGO: NOS   
 AG9416_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9416+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG9416
 AG9416  HISTORY     - Date     Condition        Report By
 AG9416  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9416  HISTORY     - 20060315 GOOD             USPSQD
 AG9416
 AG9416                          STATION DESCRIPTION
 AG9416
 AG9416'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9416'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AND IS
 AG9416'AT THE BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST
 AG9416'OFFICE (DOWNTOWN AT STATE ROAD 64 AND 9TH STREET) IN BRADENTON, GO
 AG9416'WEST ON STATE ROAD 64 3.8 MI (6.12 KM) TO 75TH STREET WEST, TURN
 AG9416'RIGHT GO NORTH ON 75TH STREET WEST, 1.5 MI (2.41 KM) TO 17TH AVENUE
 AG9416'NW, TURN LEFT GO WEST ON 17TH AVENUE NW 0.5 MI (0.80 KM) TO 83RD
 AG9416'STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW 0.2 MI (0.32 KM) TO
 AG9416'21ST AVENUE NW, TURN LEFT GO WEST 0.3 MI (0.48 KM) ON 21ST AVENUE NW
 AG9416'TO 88TH COURT STREET NW, TURN RIGHT GO 0.2 MI (0.32 KM) NORTH ON 88TH
 AG9416'COURT STREET TO THE BOCA DEL RIO MARINA.  THE MARK IS LOCATED 29.5 FT
 AG9416'(8.99 M) EAST OF THE PROJECTED SOUTH CENTERLINE OF 88TH COURT STREET
 AG9416'NORTHWEST 24.7 FT (7.53 M) .  SOUTH THE CENTERLINE OF 21ST AVE.
 AG9416'NORTHWEST, 20.8 FT (6.34 M) SOUTHEAST OF A POWER POLE, AND 1.2 FT
 AG9416'(0.37 M) NORTH OF A CARSONITE WITTNESS POST.
 AG9416
 AG9416                          STATION RECOVERY (2006)
 AG9416
 AG9416'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG9416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9413 ***********************************************************************
 AG9413  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9413  DESIGNATION -  872 6273 J TIDAL
 AG9413  PID         -  AG9413
 AG9413  STATE/COUNTY-  FL/MANATEE
 AG9413  USGS QUAD   -  ANNA MARIA (1981)
 AG9413
 AG9413                         *CURRENT SURVEY CONTROL
 AG9413  ___________________________________________________________________
 AG9413* NAD 83(1986)-  27 31 18.     (N)    082 39 01.     (W)     SCALED    
 AG9413* NAVD 88     -         3.219  (meters)      10.56   (feet)  ADJUSTED  
 AG9413  ___________________________________________________________________
 AG9413  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG9413  DYNAMIC HT  -           3.214 (meters)      10.54  (feet)  COMP
 AG9413  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AG9413
 AG9413  VERT ORDER  -  SECOND    CLASS I
 AG9413
 AG9413.The horizontal coordinates were scaled from a topographic map and have
 AG9413.an estimated accuracy of +/- 6 seconds.
 AG9413
 AG9413.The orthometric height was determined by differential leveling
 AG9413.and adjusted by the National Geodetic Survey in March 1995..
 AG9413
 AG9413.This Tidal Bench Mark is designated as VM 6182
 AG9413.by the Center for Operational Oceanographic Products and Services.
 AG9413
 AG9413.The geoid height was determined by GEOID03.
 AG9413
 AG9413.The dynamic height is computed by dividing the NAVD 88
 AG9413.geopotential number by the normal gravity value computed on the
 AG9413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9413.degrees latitude (g = 980.6199 gals.).
 AG9413
 AG9413.The modeled gravity was interpolated from observed gravity values.
 AG9413
 AG9413;                    North         East    Units  Estimated Accuracy
 AG9413;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG9413
 AG9413                          SUPERSEDED SURVEY CONTROL
 AG9413
 AG9413.No superseded survey control is available for this station.
 AG9413
 AG9413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG9413_MARKER: I = METAL ROD
 AG9413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9413_SP_SET: STAINLESS STEEL ROD
 AG9413_STAMPING: 6273 J 1990
 AG9413_MARK LOGO: NOS   
 AG9413_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9413+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG9413
 AG9413  HISTORY     - Date     Condition        Report By
 AG9413  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9413  HISTORY     - 20030304 GOOD             USPSQD
 AG9413  HISTORY     - 20060315 GOOD             USPSQD
 AG9413
 AG9413                          STATION DESCRIPTION
 AG9413
 AG9413'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9413'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG9413'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST OFFICE IN
 AG9413'BRADENTON (DOWNTOWN AT THE INTERSECTION STATE ROAD 64 AND 9TH STREET)
 AG9413', GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET WEST,
 AG9413'TURN RIGHT GO NORTH ON 75TH STREET WEST FOR 1.5 MI (2.41 KM) TO 17TH
 AG9413'AVENUE NW, TURN LEFT GO WEST ON 17TH AVENUE NW FOR 0.5 MI (0.80 KM)
 AG9413'TO 83RD STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW FOR 0.2 MI
 AG9413'(0.32 KM) TO 21ST AVENUE NW, TURN LEFT GO WEST ON 21ST AVENUE NW FOR
 AG9413'0.2 MI (0.32 KM) TO 88TH COURT STREET NW, TURN RIGHT GO NORTH ON 88TH
 AG9413'COURT STREET FOR 0.2 MI (0.32 KM) TO THE BOCA DEL RIO MARINA.  THE
 AG9413'MARK IS LOCATED 214.0 FT (65.23 M) EAST OF BENCH MARK 872 6273 E,
 AG9413'14.4 FT (4.39 M) SOUTHEAST OF A 28-INCH DIAMETER 3 TRUNK MANGO TREE,
 AG9413'11.0 FT (3.35 M) NORTH OF THE BOCA DEL RIO MARINA ENTRANCE, 2.9 FT
 AG9413'(0.88 M) WEST OF THE CHAIN LINK FENCE AND A CARSONITE WITTNESS POST.
 AG9413
 AG9413                          STATION RECOVERY (2003)
 AG9413
 AG9413'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG9413'RECOVERED IN GOOD CONDITION.
 AG9413
 AG9413                          STATION RECOVERY (2006)
 AG9413
 AG9413'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG9413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7686 ***********************************************************************
 AG7686  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7686  DESIGNATION -  872 6277 A TIDAL
 AG7686  PID         -  AG7686
 AG7686  STATE/COUNTY-  FL/MANATEE
 AG7686  USGS QUAD   -  PARRISH (1987)
 AG7686
 AG7686                         *CURRENT SURVEY CONTROL
 AG7686  ___________________________________________________________________
 AG7686* NAD 83(1986)-  27 31 29.     (N)    082 25 47.     (W)     SCALED    
 AG7686* NAVD 88     -         1.358  (meters)       4.46   (feet)  ADJUSTED  
 AG7686  ___________________________________________________________________
 AG7686  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7686  DYNAMIC HT  -           1.356 (meters)       4.45  (feet)  COMP
 AG7686  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 AG7686
 AG7686  VERT ORDER  -  SECOND    CLASS I
 AG7686
 AG7686.The horizontal coordinates were scaled from a topographic map and have
 AG7686.an estimated accuracy of +/- 6 seconds.
 AG7686
 AG7686.The orthometric height was determined by differential leveling
 AG7686.and adjusted by the National Geodetic Survey in June 1991..
 AG7686
 AG7686.This Tidal Bench Mark is designated as VM 6183
 AG7686.by the Center for Operational Oceanographic Products and Services.
 AG7686
 AG7686.The geoid height was determined by GEOID03.
 AG7686
 AG7686.The dynamic height is computed by dividing the NAVD 88
 AG7686.geopotential number by the normal gravity value computed on the
 AG7686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7686.degrees latitude (g = 980.6199 gals.).
 AG7686
 AG7686.The modeled gravity was interpolated from observed gravity values.
 AG7686
 AG7686;                    North         East    Units  Estimated Accuracy
 AG7686;SPC FL W     -   353,620.      157,550.      MT  (+/- 180 meters Scaled)
 AG7686
 AG7686                          SUPERSEDED SURVEY CONTROL
 AG7686
 AG7686.No superseded survey control is available for this station.
 AG7686
 AG7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588453(NAD 83)
 AG7686_MARKER: DJ = TIDAL STATION DISK
 AG7686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7686_SP_SET: CONCRETE POST
 AG7686_STAMPING: 6277 A 1977
 AG7686_MARK LOGO: NOS   
 AG7686_PROJECTION: FLUSH
 AG7686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7686+STABILITY: SURFACE MOTION
 AG7686
 AG7686  HISTORY     - Date     Condition        Report By
 AG7686  HISTORY     - 1977     MONUMENTED       NOS
 AG7686  HISTORY     - 1983     GOOD             FLDNR
 AG7686
 AG7686                          STATION DESCRIPTION
 AG7686
 AG7686'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7686'4.35 MI SOUTH FROM PARRISH.
 AG7686'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7686'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7686'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 22
 AG7686'FEET EAST OF A CONCRETE BOAT RAMP, 44 FEET EAST OF THE NORTHEAST
 AG7686'CORNER OF A DOCK, AND 14 FEET NORTHEAST OF THE APPROXIMATE HIGH WATER
 AG7686'LINE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7685 ***********************************************************************
 AG7685  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7685  DESIGNATION -  872 6277 B TIDAL
 AG7685  PID         -  AG7685
 AG7685  STATE/COUNTY-  FL/MANATEE
 AG7685  USGS QUAD   -  PARRISH (1987)
 AG7685
 AG7685                         *CURRENT SURVEY CONTROL
 AG7685  ___________________________________________________________________
 AG7685* NAD 83(1986)-  27 31 29.     (N)    082 25 47.     (W)     SCALED    
 AG7685* NAVD 88     -         1.193  (meters)       3.91   (feet)  ADJUSTED  
 AG7685  ___________________________________________________________________
 AG7685  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7685  DYNAMIC HT  -           1.191 (meters)       3.91  (feet)  COMP
 AG7685  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 AG7685
 AG7685  VERT ORDER  -  SECOND    CLASS I
 AG7685
 AG7685.The horizontal coordinates were scaled from a topographic map and have
 AG7685.an estimated accuracy of +/- 6 seconds.
 AG7685
 AG7685.The orthometric height was determined by differential leveling
 AG7685.and adjusted by the National Geodetic Survey in June 1991..
 AG7685
 AG7685.This Tidal Bench Mark is designated as VM 6184
 AG7685.by the Center for Operational Oceanographic Products and Services.
 AG7685
 AG7685.The geoid height was determined by GEOID03.
 AG7685
 AG7685.The dynamic height is computed by dividing the NAVD 88
 AG7685.geopotential number by the normal gravity value computed on the
 AG7685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7685.degrees latitude (g = 980.6199 gals.).
 AG7685
 AG7685.The modeled gravity was interpolated from observed gravity values.
 AG7685
 AG7685;                    North         East    Units  Estimated Accuracy
 AG7685;SPC FL W     -   353,620.      157,550.      MT  (+/- 180 meters Scaled)
 AG7685
 AG7685                          SUPERSEDED SURVEY CONTROL
 AG7685
 AG7685.No superseded survey control is available for this station.
 AG7685
 AG7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588453(NAD 83)
 AG7685_MARKER: DJ = TIDAL STATION DISK
 AG7685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7685_SP_SET: CONCRETE POST
 AG7685_STAMPING: 6277 B 1977
 AG7685_MARK LOGO: NOS   
 AG7685_PROJECTION: RECESSED 3 CENTIMETERS
 AG7685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7685+STABILITY: SURFACE MOTION
 AG7685
 AG7685  HISTORY     - Date     Condition        Report By
 AG7685  HISTORY     - 1977     MONUMENTED       NOS
 AG7685  HISTORY     - 1983     GOOD             FLDNR
 AG7685
 AG7685                          STATION DESCRIPTION
 AG7685
 AG7685'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7685'4.35 MI SOUTH FROM PARRISH.
 AG7685'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7685'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7685'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 33
 AG7685'FEET NORTH OF THE NORTH CORNER OF A DOCK, 31 FEET NORTHEAST OF THE
 AG7685'APPROXIMATE HIGH WATER LINE, 13 FEET WEST-NORTHWEST OF THE EASTERNMOST
 AG7685'TREE OF A GROUP OF 8 PALM TREES, AND 110 FEET SOUTH OF BENCH MARK 6277
 AG7685'C 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7684 ***********************************************************************
 AG7684  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7684  DESIGNATION -  872 6277 C TIDAL
 AG7684  PID         -  AG7684
 AG7684  STATE/COUNTY-  FL/MANATEE
 AG7684  USGS QUAD   -  PARRISH (1987)
 AG7684
 AG7684                         *CURRENT SURVEY CONTROL
 AG7684  ___________________________________________________________________
 AG7684* NAD 83(1986)-  27 31 29.     (N)    082 25 47.     (W)     SCALED    
 AG7684* NAVD 88     -         1.433  (meters)       4.70   (feet)  ADJUSTED  
 AG7684  ___________________________________________________________________
 AG7684  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7684  DYNAMIC HT  -           1.431 (meters)       4.69  (feet)  COMP
 AG7684  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 AG7684
 AG7684  VERT ORDER  -  SECOND    CLASS I
 AG7684
 AG7684.The horizontal coordinates were scaled from a topographic map and have
 AG7684.an estimated accuracy of +/- 6 seconds.
 AG7684
 AG7684.The orthometric height was determined by differential leveling
 AG7684.and adjusted by the National Geodetic Survey in June 1991..
 AG7684
 AG7684.This Tidal Bench Mark is designated as VM 6185
 AG7684.by the Center for Operational Oceanographic Products and Services.
 AG7684
 AG7684.The geoid height was determined by GEOID03.
 AG7684
 AG7684.The dynamic height is computed by dividing the NAVD 88
 AG7684.geopotential number by the normal gravity value computed on the
 AG7684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7684.degrees latitude (g = 980.6199 gals.).
 AG7684
 AG7684.The modeled gravity was interpolated from observed gravity values.
 AG7684
 AG7684;                    North         East    Units  Estimated Accuracy
 AG7684;SPC FL W     -   353,620.      157,550.      MT  (+/- 180 meters Scaled)
 AG7684
 AG7684                          SUPERSEDED SURVEY CONTROL
 AG7684
 AG7684.No superseded survey control is available for this station.
 AG7684
 AG7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588453(NAD 83)
 AG7684_MARKER: DJ = TIDAL STATION DISK
 AG7684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7684_SP_SET: CONCRETE POST
 AG7684_STAMPING: 6277 C 1977
 AG7684_MARK LOGO: NOS   
 AG7684_PROJECTION: FLUSH
 AG7684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7684+STABILITY: SURFACE MOTION
 AG7684
 AG7684  HISTORY     - Date     Condition        Report By
 AG7684  HISTORY     - 1977     MONUMENTED       NOS
 AG7684  HISTORY     - 1983     GOOD             FLDNR
 AG7684
 AG7684                          STATION DESCRIPTION
 AG7684
 AG7684'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7684'4.35 MI SOUTH FROM PARRISH.
 AG7684'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7684'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7684'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 8
 AG7684'FEET NORTHEAST OF A LIVE OAK TREE WITH A TRIANGULAR BLAZE, 2.2 FEET
 AG7684'SOUTH OF A FENCE LINE, AND 110 FEET NORTH OF BENCH MARK 6277 B 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7683 ***********************************************************************
 AG7683  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7683  DESIGNATION -  872 6277 E TIDAL
 AG7683  PID         -  AG7683
 AG7683  STATE/COUNTY-  FL/MANATEE
 AG7683  USGS QUAD   -  PARRISH (1987)
 AG7683
 AG7683                         *CURRENT SURVEY CONTROL
 AG7683  ___________________________________________________________________
 AG7683* NAD 83(1986)-  27 31 29.     (N)    082 25 47.     (W)     SCALED    
 AG7683* NAVD 88     -         1.960  (meters)       6.43   (feet)  ADJUSTED  
 AG7683  ___________________________________________________________________
 AG7683  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7683  DYNAMIC HT  -           1.957 (meters)       6.42  (feet)  COMP
 AG7683  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 AG7683
 AG7683  VERT ORDER  -  SECOND    CLASS I
 AG7683
 AG7683.The horizontal coordinates were scaled from a topographic map and have
 AG7683.an estimated accuracy of +/- 6 seconds.
 AG7683
 AG7683.The orthometric height was determined by differential leveling
 AG7683.and adjusted by the National Geodetic Survey in June 1991..
 AG7683
 AG7683.This Tidal Bench Mark is designated as VM 6186
 AG7683.by the Center for Operational Oceanographic Products and Services.
 AG7683
 AG7683.The geoid height was determined by GEOID03.
 AG7683
 AG7683.The dynamic height is computed by dividing the NAVD 88
 AG7683.geopotential number by the normal gravity value computed on the
 AG7683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7683.degrees latitude (g = 980.6199 gals.).
 AG7683
 AG7683.The modeled gravity was interpolated from observed gravity values.
 AG7683
 AG7683;                    North         East    Units  Estimated Accuracy
 AG7683;SPC FL W     -   353,620.      157,550.      MT  (+/- 180 meters Scaled)
 AG7683
 AG7683                          SUPERSEDED SURVEY CONTROL
 AG7683
 AG7683.No superseded survey control is available for this station.
 AG7683
 AG7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588453(NAD 83)
 AG7683_MARKER: DJ = TIDAL STATION DISK
 AG7683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7683_SP_SET: CONCRETE POST
 AG7683_STAMPING: 6277 E 1977
 AG7683_MARK LOGO: NOS   
 AG7683_PROJECTION: FLUSH
 AG7683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7683+STABILITY: SURFACE MOTION
 AG7683
 AG7683  HISTORY     - Date     Condition        Report By
 AG7683  HISTORY     - 1977     MONUMENTED       NOS
 AG7683  HISTORY     - 1983     GOOD             FLDNR
 AG7683
 AG7683                          STATION DESCRIPTION
 AG7683
 AG7683'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7683'4.35 MI SOUTH FROM PARRISH.
 AG7683'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7683'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7683'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 42
 AG7683'FEET NORTHWEST OF THE CENTERLINE OF FORT HAMER ROAD, 1.7 FEET
 AG7683'SOUTHEAST OF A FENCE LINE, 25.7 FEET NORTHEAST OF A FENCE CORNER, AND
 AG7683'24 FEET NORTH OF A LARGE LIVE OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7724 ***********************************************************************
 AG7724  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7724  DESIGNATION -  872 6278 A TIDAL
 AG7724  PID         -  AG7724
 AG7724  STATE/COUNTY-  FL/MANATEE
 AG7724  USGS QUAD   -  PARRISH (1987)
 AG7724
 AG7724                         *CURRENT SURVEY CONTROL
 AG7724  ___________________________________________________________________
 AG7724* NAD 83(1986)-  27 31 43.     (N)    082 29 08.     (W)     SCALED    
 AG7724* NAVD 88     -         1.651  (meters)       5.42   (feet)  ADJUSTED  
 AG7724  ___________________________________________________________________
 AG7724  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG7724  DYNAMIC HT  -           1.649 (meters)       5.41  (feet)  COMP
 AG7724  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AG7724
 AG7724  VERT ORDER  -  SECOND    CLASS I
 AG7724
 AG7724.The horizontal coordinates were scaled from a topographic map and have
 AG7724.an estimated accuracy of +/- 6 seconds.
 AG7724
 AG7724.The orthometric height was determined by differential leveling
 AG7724.and adjusted by the National Geodetic Survey in June 1991..
 AG7724
 AG7724.This Tidal Bench Mark is designated as VM 6188
 AG7724.by the Center for Operational Oceanographic Products and Services.
 AG7724
 AG7724.The geoid height was determined by GEOID03.
 AG7724
 AG7724.The dynamic height is computed by dividing the NAVD 88
 AG7724.geopotential number by the normal gravity value computed on the
 AG7724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7724.degrees latitude (g = 980.6199 gals.).
 AG7724
 AG7724.The modeled gravity was interpolated from observed gravity values.
 AG7724
 AG7724;                    North         East    Units  Estimated Accuracy
 AG7724;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7724
 AG7724                          SUPERSEDED SURVEY CONTROL
 AG7724
 AG7724.No superseded survey control is available for this station.
 AG7724
 AG7724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7724_MARKER: DJ = TIDAL STATION DISK
 AG7724_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AG7724_SP_SET: CONCRETE SUPPORT
 AG7724_STAMPING: 6278 A 1977
 AG7724_MARK LOGO: NOS   
 AG7724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7724
 AG7724  HISTORY     - Date     Condition        Report By
 AG7724  HISTORY     - 1977     MONUMENTED       NOS
 AG7724  HISTORY     - 1983     GOOD             FLDNR
 AG7724
 AG7724                          STATION DESCRIPTION
 AG7724
 AG7724'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7724'3.25 MI EAST FROM ELLENTON.
 AG7724'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7724'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7724'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7724'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7724'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7724'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7724'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7724'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7724'OF THE NORTHWEST PILING SUPPORT FOR THE PAVILION, 51 FEET NORTH OF THE
 AG7724'STAIRS, 23 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE FIREPLACE, 69
 AG7724'FEET SOUTH OF THE CENTERLINE OF BAYSHORE DRIVE, AND 58 FEET
 AG7724'NORTH-NORTHEAST OF BENCH MARK 6278 B 1977.
 AG7724'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7722 ***********************************************************************
 AG7722  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7722  DESIGNATION -  872 6278 B TIDAL
 AG7722  PID         -  AG7722
 AG7722  STATE/COUNTY-  FL/MANATEE
 AG7722  USGS QUAD   -  PARRISH (1987)
 AG7722
 AG7722                         *CURRENT SURVEY CONTROL
 AG7722  ___________________________________________________________________
 AG7722* NAD 83(1986)-  27 31 43.     (N)    082 29 08.     (W)     SCALED    
 AG7722* NAVD 88     -         0.932  (meters)       3.06   (feet)  ADJUSTED  
 AG7722  ___________________________________________________________________
 AG7722  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG7722  DYNAMIC HT  -           0.931 (meters)       3.05  (feet)  COMP
 AG7722  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AG7722
 AG7722  VERT ORDER  -  SECOND    CLASS I
 AG7722
 AG7722.The horizontal coordinates were scaled from a topographic map and have
 AG7722.an estimated accuracy of +/- 6 seconds.
 AG7722
 AG7722.The orthometric height was determined by differential leveling
 AG7722.and adjusted by the National Geodetic Survey in June 1991..
 AG7722
 AG7722.This Tidal Bench Mark is designated as VM 6189
 AG7722.by the Center for Operational Oceanographic Products and Services.
 AG7722
 AG7722.The geoid height was determined by GEOID03.
 AG7722
 AG7722.The dynamic height is computed by dividing the NAVD 88
 AG7722.geopotential number by the normal gravity value computed on the
 AG7722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7722.degrees latitude (g = 980.6199 gals.).
 AG7722
 AG7722.The modeled gravity was interpolated from observed gravity values.
 AG7722
 AG7722;                    North         East    Units  Estimated Accuracy
 AG7722;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7722
 AG7722                          SUPERSEDED SURVEY CONTROL
 AG7722
 AG7722.No superseded survey control is available for this station.
 AG7722
 AG7722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7722_MARKER: DJ = TIDAL STATION DISK
 AG7722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7722_SP_SET: CONCRETE POST
 AG7722_STAMPING: 6278 B 1977
 AG7722_MARK LOGO: NOS   
 AG7722_PROJECTION: FLUSH
 AG7722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7722+STABILITY: SURFACE MOTION
 AG7722
 AG7722  HISTORY     - Date     Condition        Report By
 AG7722  HISTORY     - 1977     MONUMENTED       NOS
 AG7722  HISTORY     - 1983     GOOD             FLDNR
 AG7722
 AG7722                          STATION DESCRIPTION
 AG7722
 AG7722'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7722'3.25 MI EAST FROM ELLENTON.
 AG7722'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7722'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7722'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7722'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7722'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7722'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7722'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7722'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK BEARS 41 FEET
 AG7722'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE PAVILION, 2.5 FEET SOUTH
 AG7722'OF A POWER POLE, AND 58 FEET SOUTH-SOUTHWEST OF BENCH MARK 6278 A
 AG7722'1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7723 ***********************************************************************
 AG7723  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7723  DESIGNATION -  872 6278 C TIDAL
 AG7723  PID         -  AG7723
 AG7723  STATE/COUNTY-  FL/MANATEE
 AG7723  USGS QUAD   -  PARRISH (1987)
 AG7723
 AG7723                         *CURRENT SURVEY CONTROL
 AG7723  ___________________________________________________________________
 AG7723* NAD 83(1986)-  27 31 43.     (N)    082 29 08.     (W)     SCALED    
 AG7723* NAVD 88     -         1.651  (meters)       5.42   (feet)  ADJUSTED  
 AG7723  ___________________________________________________________________
 AG7723  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG7723  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 AG7723  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AG7723
 AG7723  VERT ORDER  -  SECOND    CLASS I
 AG7723
 AG7723.The horizontal coordinates were scaled from a topographic map and have
 AG7723.an estimated accuracy of +/- 6 seconds.
 AG7723
 AG7723.The orthometric height was determined by differential leveling
 AG7723.and adjusted by the National Geodetic Survey in June 1991..
 AG7723
 AG7723.This Tidal Bench Mark is designated as VM 6190
 AG7723.by the Center for Operational Oceanographic Products and Services.
 AG7723
 AG7723.The geoid height was determined by GEOID03.
 AG7723
 AG7723.The dynamic height is computed by dividing the NAVD 88
 AG7723.geopotential number by the normal gravity value computed on the
 AG7723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7723.degrees latitude (g = 980.6199 gals.).
 AG7723
 AG7723.The modeled gravity was interpolated from observed gravity values.
 AG7723
 AG7723;                    North         East    Units  Estimated Accuracy
 AG7723;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7723
 AG7723                          SUPERSEDED SURVEY CONTROL
 AG7723
 AG7723.No superseded survey control is available for this station.
 AG7723
 AG7723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7723_MARKER: DJ = TIDAL STATION DISK
 AG7723_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AG7723_SP_SET: CONCRETE SUPPORT
 AG7723_STAMPING: 6278 C 1977
 AG7723_MARK LOGO: NOS   
 AG7723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7723
 AG7723  HISTORY     - Date     Condition        Report By
 AG7723  HISTORY     - 1977     MONUMENTED       NOS
 AG7723  HISTORY     - 1983     GOOD             FLDNR
 AG7723
 AG7723                          STATION DESCRIPTION
 AG7723
 AG7723'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7723'3.25 MI EAST FROM ELLENTON.
 AG7723'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7723'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7723'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7723'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7723'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7723'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7723'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7723'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7723'OF A CONCRETE SUPPORT PILE FOR THE PAVILION, 14 FEET NORTH OF THE
 AG7723'SOUTHWEST CORNER OF THE PAVILION, AND 41 FEET SOUTH OF THE NORTHWEST
 AG7723'CORNER OF THE PAVILION.
 AG7723'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7721 ***********************************************************************
 AG7721  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7721  DESIGNATION -  872 6278 E TIDAL
 AG7721  PID         -  AG7721
 AG7721  STATE/COUNTY-  FL/MANATEE
 AG7721  USGS QUAD   -  PARRISH (1987)
 AG7721
 AG7721                         *CURRENT SURVEY CONTROL
 AG7721  ___________________________________________________________________
 AG7721* NAD 83(1986)-  27 31 43.     (N)    082 29 08.     (W)     SCALED    
 AG7721* NAVD 88     -         1.253  (meters)       4.11   (feet)  ADJUSTED  
 AG7721  ___________________________________________________________________
 AG7721  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG7721  DYNAMIC HT  -           1.251 (meters)       4.10  (feet)  COMP
 AG7721  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AG7721
 AG7721  VERT ORDER  -  SECOND    CLASS I
 AG7721
 AG7721.The horizontal coordinates were scaled from a topographic map and have
 AG7721.an estimated accuracy of +/- 6 seconds.
 AG7721
 AG7721.The orthometric height was determined by differential leveling
 AG7721.and adjusted by the National Geodetic Survey in June 1991..
 AG7721
 AG7721.This Tidal Bench Mark is designated as VM 6191
 AG7721.by the Center for Operational Oceanographic Products and Services.
 AG7721
 AG7721.The geoid height was determined by GEOID03.
 AG7721
 AG7721.The dynamic height is computed by dividing the NAVD 88
 AG7721.geopotential number by the normal gravity value computed on the
 AG7721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7721.degrees latitude (g = 980.6199 gals.).
 AG7721
 AG7721.The modeled gravity was interpolated from observed gravity values.
 AG7721
 AG7721;                    North         East    Units  Estimated Accuracy
 AG7721;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7721
 AG7721                          SUPERSEDED SURVEY CONTROL
 AG7721
 AG7721.No superseded survey control is available for this station.
 AG7721
 AG7721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7721_MARKER: DJ = TIDAL STATION DISK
 AG7721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7721_SP_SET: CONCRETE POST
 AG7721_STAMPING: 6278 E 1977
 AG7721_MARK LOGO: NOS   
 AG7721_PROJECTION: FLUSH
 AG7721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7721+STABILITY: SURFACE MOTION
 AG7721
 AG7721  HISTORY     - Date     Condition        Report By
 AG7721  HISTORY     - 1977     MONUMENTED       NOS
 AG7721  HISTORY     - 1983     GOOD             FLDNR
 AG7721
 AG7721                          STATION DESCRIPTION
 AG7721
 AG7721'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7721'3.25 MI EAST FROM ELLENTON.
 AG7721'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7721'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7721'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7721'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7721'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7721'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7721'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7721'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK BEARS 36 FEET
 AG7721'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PAVILION, 1.5 FEET WEST OF A
 AG7721'POWER POLE, AND 24 FEET WEST OF A BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7720 ***********************************************************************
 AG7720  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7720  DESIGNATION -  872 6278 F TIDAL
 AG7720  PID         -  AG7720
 AG7720  STATE/COUNTY-  FL/MANATEE
 AG7720  USGS QUAD   -  PARRISH (1987)
 AG7720
 AG7720                         *CURRENT SURVEY CONTROL
 AG7720  ___________________________________________________________________
 AG7720* NAD 83(1986)-  27 31 43.     (N)    082 29 08.     (W)     SCALED    
 AG7720* NAVD 88     -         1.635  (meters)       5.36   (feet)  ADJUSTED  
 AG7720  ___________________________________________________________________
 AG7720  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG7720  DYNAMIC HT  -           1.633 (meters)       5.36  (feet)  COMP
 AG7720  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AG7720
 AG7720  VERT ORDER  -  SECOND    CLASS I
 AG7720
 AG7720.The horizontal coordinates were scaled from a topographic map and have
 AG7720.an estimated accuracy of +/- 6 seconds.
 AG7720
 AG7720.The orthometric height was determined by differential leveling
 AG7720.and adjusted by the National Geodetic Survey in June 1991..
 AG7720
 AG7720.This Tidal Bench Mark is designated as VM 6192
 AG7720.by the Center for Operational Oceanographic Products and Services.
 AG7720
 AG7720.The geoid height was determined by GEOID03.
 AG7720
 AG7720.The dynamic height is computed by dividing the NAVD 88
 AG7720.geopotential number by the normal gravity value computed on the
 AG7720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7720.degrees latitude (g = 980.6199 gals.).
 AG7720
 AG7720.The modeled gravity was interpolated from observed gravity values.
 AG7720
 AG7720;                    North         East    Units  Estimated Accuracy
 AG7720;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7720
 AG7720                          SUPERSEDED SURVEY CONTROL
 AG7720
 AG7720.No superseded survey control is available for this station.
 AG7720
 AG7720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7720_MARKER: DJ = TIDAL STATION DISK
 AG7720_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AG7720_SP_SET: CONCRETE SUPPORT PILE
 AG7720_STAMPING: 6278 F 1977
 AG7720_MARK LOGO: NOS   
 AG7720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7720
 AG7720  HISTORY     - Date     Condition        Report By
 AG7720  HISTORY     - 1977     MONUMENTED       NOS
 AG7720  HISTORY     - 1983     GOOD             FLDNR
 AG7720
 AG7720                          STATION DESCRIPTION
 AG7720
 AG7720'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7720'3.25 MI EAST FROM ELLENTON.
 AG7720'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7720'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7720'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7720'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7720'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7720'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7720'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7720'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7720'OF THE SECOND CONCRETE SUPPORT PILE FOR THE PAVILION SOUTH OF THE
 AG7720'NORTHEAST CORNER OF THE PAVILION, AND IS 65 FEET SOUTH OF THE
 AG7720'CENTERLINE OF BAYSHORE DRIVE.
 AG7720'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6283 ***********************************************************************
 AG6283  DESIGNATION -  872 6278 TIDAL 3
 AG6283  PID         -  AG6283
 AG6283  STATE/COUNTY-  FL/MANATEE
 AG6283  USGS QUAD   -  PARRISH (1987)
 AG6283
 AG6283                         *CURRENT SURVEY CONTROL
 AG6283  ___________________________________________________________________
 AG6283* NAD 83(1986)-  27 31 43.     (N)    082 29 04.     (W)     SCALED    
 AG6283* NAVD 88     -         2.001  (meters)       6.56   (feet)  ADJUSTED  
 AG6283  ___________________________________________________________________
 AG6283  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG6283  DYNAMIC HT  -           1.997 (meters)       6.55  (feet)  COMP
 AG6283  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AG6283
 AG6283  VERT ORDER  -  FIRST     CLASS I
 AG6283
 AG6283.The horizontal coordinates were scaled from a topographic map and have
 AG6283.an estimated accuracy of +/- 6 seconds.
 AG6283
 AG6283.The orthometric height was determined by differential leveling
 AG6283.and adjusted by the National Geodetic Survey in June 1991..
 AG6283
 AG6283.The geoid height was determined by GEOID03.
 AG6283
 AG6283.The dynamic height is computed by dividing the NAVD 88
 AG6283.geopotential number by the normal gravity value computed on the
 AG6283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6283.degrees latitude (g = 980.6199 gals.).
 AG6283
 AG6283.The modeled gravity was interpolated from observed gravity values.
 AG6283
 AG6283;                    North         East    Units  Estimated Accuracy
 AG6283;SPC FL W     -   354,070.      152,150.      MT  (+/- 180 meters Scaled)
 AG6283
 AG6283                          SUPERSEDED SURVEY CONTROL
 AG6283
 AG6283  NGVD 29 (??/??/92)    2.30   (m)            7.5    (f) COMPUTED    1 1
 AG6283
 AG6283.Superseded values are not recommended for survey control.
 AG6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6283.See file dsdata.txt to determine how the superseded data were derived.
 AG6283
 AG6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL534458(NAD 83)
 AG6283_MARKER: DJ = TIDAL STATION DISK
 AG6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6283_STAMPING: NO 3 1954
 AG6283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6283+STABILITY: SURFACE MOTION
 AG6283
 AG6283  HISTORY     - Date     Condition        Report By
 AG6283  HISTORY     - 1954     MONUMENTED       CGS
 AG6283  HISTORY     - 1966     GOOD             NGS
 AG6283
 AG6283                          STATION DESCRIPTION
 AG6283
 AG6283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6283'3.9 MI E FROM ELLENTON.
 AG6283'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 301 FROM THE POST
 AG6283'OFFICE AT ELLENTON, THENCE ABOUT 0.55 MILE SOUTH ALONG A BLACK
 AG6283'TOPPED AND GRAVELED ROAD, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG
 AG6283'A PRIVATE SAND ROAD, NEAR THE Y JUNCTION OF A SAND ROAD LEADING
 AG6283'TO THE NORTHWEST, 76.0 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 AG6283'22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD NORTHWEST, 156.0
 AG6283'FEET WEST OF BENCH MARK F 255 DESCRIBED, 7.0 FEET SOUTHWEST
 AG6283'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 AG6283'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7391 ***********************************************************************
 AG7391  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7391  DESIGNATION -  872 6282 A TIDAL
 AG7391  PID         -  AG7391
 AG7391  STATE/COUNTY-  FL/MANATEE
 AG7391  USGS QUAD   -  ANNA MARIA (1981)
 AG7391
 AG7391                         *CURRENT SURVEY CONTROL
 AG7391  ___________________________________________________________________
 AG7391* NAD 83(1999)-  27 31 56.86932(N)    082 43 56.29896(W)     ADJUSTED  
 AG7391* NAVD 88     -         0.634  (meters)       2.08   (feet)  ADJUSTED  
 AG7391  ___________________________________________________________________
 AG7391  X           -     715,999.335 (meters)                     COMP
 AG7391  Y           -  -5,614,364.001 (meters)                     COMP
 AG7391  Z           -   2,930,649.790 (meters)                     COMP
 AG7391  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AG7391  ELLIP HEIGHT-         -23.63  (meters)          (05/31/01) GPS OBS
 AG7391  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG7391  DYNAMIC HT  -           0.633 (meters)       2.08  (feet)  COMP
 AG7391  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 AG7391
 AG7391  HORZ ORDER  -  B
 AG7391  VERT ORDER  -  SECOND    CLASS I
 AG7391  ELLP ORDER  -  FIFTH     CLASS I
 AG7391
 AG7391.The horizontal coordinates were established by GPS observations
 AG7391.and adjusted by the National Geodetic Survey in May 2001..
 AG7391
 AG7391.The orthometric height was determined by differential leveling
 AG7391.and adjusted by the National Geodetic Survey in June 1991..
 AG7391
 AG7391.This Tidal Bench Mark is designated as VM 6196
 AG7391.by the Center for Operational Oceanographic Products and Services.
 AG7391
 AG7391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG7391
 AG7391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG7391
 AG7391.The ellipsoidal height was determined by GPS observations
 AG7391.and is referenced to NAD 83.
 AG7391
 AG7391.The geoid height was determined by GEOID03.
 AG7391
 AG7391.The dynamic height is computed by dividing the NAVD 88
 AG7391.geopotential number by the normal gravity value computed on the
 AG7391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7391.degrees latitude (g = 980.6199 gals.).
 AG7391
 AG7391.The modeled gravity was interpolated from observed gravity values.
 AG7391
 AG7391;                    North         East     Units Scale Factor Converg.
 AG7391;SPC FL W     -   354,615.366   127,663.712   MT  1.00000574   -0 20 18.7
 AG7391;SPC FL W     - 1,163,433.91    418,843.36   sFT  1.00000574   -0 20 18.7
 AG7391;UTM  17      - 3,046,608.394   328,930.879   MT  0.99996124   -0 48 03.4
 AG7391
 AG7391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7391!SPC FL W     -   1.00000371  x   1.00000574  =   1.00000945
 AG7391!UTM  17      -   1.00000371  x   0.99996124  =   0.99996495
 AG7391
 AG7391                          SUPERSEDED SURVEY CONTROL
 AG7391
 AG7391  NAD 83(1990)-  27 31 56.86838(N)    082 43 56.29873(W) AD(       ) B
 AG7391  ELLIP H (04/20/00)  -23.61   (m)                       GP(       ) 3 2
 AG7391  NAVD 88 (04/20/00)    0.63   (m)            2.1    (f) LEVELING    3  
 AG7391
 AG7391.Superseded values are not recommended for survey control.
 AG7391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7391.See file dsdata.txt to determine how the superseded data were derived.
 AG7391
 AG7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2893146608(NAD 83)
 AG7391_MARKER: DJ = TIDAL STATION DISK
 AG7391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7391_SP_SET: CATCH BASIN
 AG7391_STAMPING: 6282 A 1976
 AG7391_MARK LOGO: NOS   
 AG7391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7391+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AG7391
 AG7391  HISTORY     - Date     Condition        Report By
 AG7391  HISTORY     - 1976     MONUMENTED       NOS
 AG7391  HISTORY     - 1979     GOOD             FLDNR
 AG7391  HISTORY     - 1983     GOOD             USPSQD
 AG7391  HISTORY     - 1983     GOOD             FLDNR
 AG7391  HISTORY     - 20000228 GOOD             FLDT
 AG7391  HISTORY     - 20020301 GOOD             USPSQD
 AG7391  HISTORY     - 20020415 GOOD             FLDEP
 AG7391  HISTORY     - 20040304 GOOD             USPSQD
 AG7391  HISTORY     - 20060315 GOOD             USPSQD
 AG7391
 AG7391                          STATION DESCRIPTION
 AG7391
 AG7391'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7391'ANNA MARIA.
 AG7391'0.3 MILE NORTHWEST ALONG GULF DRIVE (C 789) FROM THE POST OFFICE IN
 AG7391'ANNA MARIA TO THE JUNCTION OF PINE AVENUE, THENCE 0.5 MILE NORTHEAST
 AG7391'ALONG PINE AVENUE, 20.3 FEET NORTHWEST OF THE CENTERLINE OF THE
 AG7391'AVENUE, 151 FEET SOUTHWEST OF THE CENTERLINE OF GAY BOULEVARD, 6 FEET
 AG7391'SOUTH OF A CHAIN LINK FENCE CORNER, AND 33.5 FEET NORTHEAST OF A 35
 AG7391'MPH SPEED LIMIT SIGN POST.
 AG7391
 AG7391                          STATION RECOVERY (1983)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (1983)
 AG7391
 AG7391'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (2000)
 AG7391
 AG7391'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)
 AG7391'RECOVERED AS DESCRIBED.
 AG7391
 AG7391                          STATION RECOVERY (2002)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7391'CHAIN LINK FENCE IS NOW GONE. THERE IS A BLOCK WALL. MARKER IS NOW IN
 AG7391'SIDEWALK. SIDEWALK BUILT AROUND IT.  IT IS BAY BOULEVARD, (NOT GAY).
 AG7391
 AG7391                          STATION RECOVERY (2002)
 AG7391
 AG7391'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG7391'RECOVERED AS DESCRIBED.
 AG7391
 AG7391                          STATION RECOVERY (2004)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 2004 (ELS)
 AG7391'CHAIN LINK FENCE IS GONE.  MARKER IS NOW IN CORNER OF SIDEWALK.  THE
 AG7391'DESCRIPTION SW OF CENTERLINE OF GAY BLVD. SHOULD BE NORTH BAY BLVD.
 AG7391'MARK NOW IS ACROSS PINE AVENUE FROM THE NEW ANNA MARIA POST OFFICE.
 AG7391
 AG7391                          STATION RECOVERY (2006)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG7391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7392 ***********************************************************************
 AG7392  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7392  DESIGNATION -  872 6282 B TIDAL
 AG7392  PID         -  AG7392
 AG7392  STATE/COUNTY-  FL/MANATEE
 AG7392  USGS QUAD   -  ANNA MARIA (1981)
 AG7392
 AG7392                         *CURRENT SURVEY CONTROL
 AG7392  ___________________________________________________________________
 AG7392* NAD 83(1986)-  27 31 49.     (N)    082 43 59.     (W)     SCALED    
 AG7392* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 AG7392  ___________________________________________________________________
 AG7392  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG7392  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 AG7392  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 AG7392
 AG7392  VERT ORDER  -  SECOND    CLASS I
 AG7392
 AG7392.The horizontal coordinates were scaled from a topographic map and have
 AG7392.an estimated accuracy of +/- 6 seconds.
 AG7392
 AG7392.The orthometric height was determined by differential leveling
 AG7392.and adjusted by the National Geodetic Survey in June 1991..
 AG7392.WARNING-Repeat measurements at this control monument indicate possible
 AG7392.vertical movement.
 AG7392
 AG7392.This Tidal Bench Mark is designated as VM 6197
 AG7392.by the Center for Operational Oceanographic Products and Services.
 AG7392
 AG7392.The geoid height was determined by GEOID03.
 AG7392
 AG7392.The dynamic height is computed by dividing the NAVD 88
 AG7392.geopotential number by the normal gravity value computed on the
 AG7392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7392.degrees latitude (g = 980.6199 gals.).
 AG7392
 AG7392.The modeled gravity was interpolated from observed gravity values.
 AG7392
 AG7392;                    North         East    Units  Estimated Accuracy
 AG7392;SPC FL W     -   354,370.      127,590.      MT  (+/- 180 meters Scaled)
 AG7392
 AG7392                          SUPERSEDED SURVEY CONTROL
 AG7392
 AG7392.No superseded survey control is available for this station.
 AG7392
 AG7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288463(NAD 83)
 AG7392_MARKER: DJ = TIDAL STATION DISK
 AG7392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7392_STAMPING: 6282 B 1976
 AG7392_MARK LOGO: NOS   
 AG7392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7392+STABILITY: SURFACE MOTION
 AG7392
 AG7392  HISTORY     - Date     Condition        Report By
 AG7392  HISTORY     - 1976     MONUMENTED       NOS
 AG7392  HISTORY     - 1979     GOOD             FLDNR
 AG7392  HISTORY     - 1983     GOOD             FLDNR
 AG7392  HISTORY     - 20020301 MARK NOT FOUND   USPSQD
 AG7392  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AG7392
 AG7392                          STATION DESCRIPTION
 AG7392
 AG7392'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7392'ANNA MARIA.
 AG7392'0.3 MILE NORTHWEST ALONG GULF DRIVE (C 789) FROM THE POST OFFICE IN
 AG7392'ANNA MARIA TO THE JUNCTION OF PINE AVENUE, THENCE 0.3 MILE NORTHEAST
 AG7392'ALONG PINE AVENUE, 111.8 FEET NORTHWEST OF THE CENTERLINE OF PINE
 AG7392'AVENUE, 36.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE AMYC SALES
 AG7392'AND SERVICE BUILDING BOATHOUSE, AND 11.4 FEET NORTHEAST OF THE SOUTH-
 AG7392'WEST CORNER OF A SEAWALL.
 AG7392
 AG7392                          STATION RECOVERY (1983)
 AG7392
 AG7392'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7392'RECOVERED IN GOOD CONDITION EXCEPT CHANGE AMYC SALES AND SERVICE TO
 AG7392'GALATIS BOATS AND MOTORS.
 AG7392
 AG7392                          STATION RECOVERY (2002)
 AG7392
 AG7392'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7392'MARK APPEARES TO HAVE BEEN PAVED OVER.
 AG7392
 AG7392                          STATION RECOVERY (2004)
 AG7392
 AG7392'RECOVERY NOTE BY US POWER SQUADRON 2004 (ELS)
 AG7392'ASPHALT BOAT YARD HAS BEEN PLOWED UP.  BOATYARD HAS MOVED AND SITE IS
 AG7392'BEING PREPARED FOR CONSTRUCTION.  SEARCHED AREA WERE MARK HAD BEEN
 AG7392'PAVED OVER AND DID NOT LOCATE THE MARK.  PROBABLY DESTROYED WHEN
 AG7392'ASPHALT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5816 ***********************************************************************
 DG5816  DESIGNATION -  872 6282 C TIDAL
 DG5816  PID         -  DG5816
 DG5816  STATE/COUNTY-  FL/MANATEE
 DG5816  USGS QUAD   -  ANNA MARIA (1981)
 DG5816
 DG5816                         *CURRENT SURVEY CONTROL
 DG5816  ___________________________________________________________________
 DG5816* NAD 83(1986)-  27 31 58.     (N)    082 43 54.     (W)     SCALED    
 DG5816* NAVD 88     -         0.762  (meters)       2.50   (feet)  ADJUSTED  
 DG5816  ___________________________________________________________________
 DG5816  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DG5816  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 DG5816  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 DG5816
 DG5816  VERT ORDER  -  SECOND    CLASS I
 DG5816
 DG5816.The horizontal coordinates were scaled from a topographic map and have
 DG5816.an estimated accuracy of +/- 6 seconds.
 DG5816
 DG5816.The orthometric height was determined by differential leveling
 DG5816.and adjusted by the National Geodetic Survey in August 2004..
 DG5816.No vertical observational check was made to the station.
 DG5816
 DG5816.The geoid height was determined by GEOID03.
 DG5816
 DG5816.The dynamic height is computed by dividing the NAVD 88
 DG5816.geopotential number by the normal gravity value computed on the
 DG5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5816.degrees latitude (g = 980.6199 gals.).
 DG5816
 DG5816.The modeled gravity was interpolated from observed gravity values.
 DG5816
 DG5816;                    North         East    Units  Estimated Accuracy
 DG5816;SPC FL W     -   354,650.      127,730.      MT  (+/- 180 meters Scaled)
 DG5816
 DG5816                          SUPERSEDED SURVEY CONTROL
 DG5816
 DG5816.No superseded survey control is available for this station.
 DG5816
 DG5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL289466(NAD 83)
 DG5816_MARKER: F = FLANGE-ENCASED ROD
 DG5816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5816_STAMPING: 6282 C 2002
 DG5816_MARK LOGO: NGS   
 DG5816_PROJECTION: RECESSED 3 CENTIMETERS
 DG5816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5816+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2002
 DG5816_ROD/PIPE-DEPTH: 10.9 meters
 DG5816
 DG5816  HISTORY     - Date     Condition        Report By
 DG5816  HISTORY     - 20020416 MONUMENTED       FLDEP
 DG5816
 DG5816                          STATION DESCRIPTION
 DG5816
 DG5816'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5816'THE MARK IS ON ANNA MARIA ISLAND ABOUT 3.0 MI NORTHWEST OF HOLMES
 DG5816'BEACH, IN SECTION 18,  TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DG5816' 
 DG5816'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5816'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5816'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 2.2 MI
 DG5816'TO THE JUNCTION OF PALM DRIVE, CONTINUE NORTHWEST ON  GULF DRIVE
 DG5816'(STATE ROAD 789) FOR 0.7 MI TO THE JUNCTION OF PINE AVENUE ON THE
 DG5816'RIGHT, TURN  RIGHT ON PINE AVENUE AND GO NORTHEAST FOR 0.5 MI TO THE
 DG5816'T-JUNCTION OF BAY BOULEVARD AND  THE MARK, A STAINLESS STEEL ROD
 DG5816'DRIVEN TO REFUSAL AT A DEPTH OF 35.8 FT WITH A NGS LOGO  CAP RECESSED
 DG5816'0.1 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF SOUTH BAY
 DG5816'BOULEVARD, THE DATUM POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF THE
 DG5816'NGS LOGO CAP.
 DG5816' 
 DG5816'LOCATED 57.5 FT NORTHEAST OF THE CENTERLINE OF SOUTH BAY BOULEVARD,
 DG5816'42.0 FT SOUTHEAST  OF THE SOUTHWEST CORNER OF THE ANNA MARIA CITY
 DG5816'PIER, 7.3 FT SOUTHEAST OF THE SOUTHEAST  CORNER OF A TABLE, 1.0 FT
 DG5816'NORTHEAST OF A CARSONITE WITNESS POST AND 0.7 FT NORTHEAST OF  THE
 DG5816'NORTHWEST CORNER OF A WOODEN FENCE.
 DG5816' 
 DG5816'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5816'NOTE  A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5815 ***********************************************************************
 DG5815  DESIGNATION -  872 6282 D TIDAL
 DG5815  PID         -  DG5815
 DG5815  STATE/COUNTY-  FL/MANATEE
 DG5815  USGS QUAD   -  ANNA MARIA (1981)
 DG5815
 DG5815                         *CURRENT SURVEY CONTROL
 DG5815  ___________________________________________________________________
 DG5815* NAD 83(1986)-  27 31 55.     (N)    082 43 49.     (W)     SCALED    
 DG5815* NAVD 88     -         0.797  (meters)       2.61   (feet)  ADJUSTED  
 DG5815  ___________________________________________________________________
 DG5815  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DG5815  DYNAMIC HT  -           0.796 (meters)       2.61  (feet)  COMP
 DG5815  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 DG5815
 DG5815  VERT ORDER  -  SECOND    CLASS I
 DG5815
 DG5815.The horizontal coordinates were scaled from a topographic map and have
 DG5815.an estimated accuracy of +/- 6 seconds.
 DG5815
 DG5815.The orthometric height was determined by differential leveling
 DG5815.and adjusted by the National Geodetic Survey in August 2004..
 DG5815.No vertical observational check was made to the station.
 DG5815
 DG5815.The geoid height was determined by GEOID03.
 DG5815
 DG5815.The dynamic height is computed by dividing the NAVD 88
 DG5815.geopotential number by the normal gravity value computed on the
 DG5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5815.degrees latitude (g = 980.6199 gals.).
 DG5815
 DG5815.The modeled gravity was interpolated from observed gravity values.
 DG5815
 DG5815;                    North         East    Units  Estimated Accuracy
 DG5815;SPC FL W     -   354,560.      127,860.      MT  (+/- 180 meters Scaled)
 DG5815
 DG5815                          SUPERSEDED SURVEY CONTROL
 DG5815
 DG5815.No superseded survey control is available for this station.
 DG5815
 DG5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL291465(NAD 83)
 DG5815_MARKER: F = FLANGE-ENCASED ROD
 DG5815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5815_STAMPING: 6282 D 2002
 DG5815_MARK LOGO: NGS   
 DG5815_PROJECTION: RECESSED 3 CENTIMETERS
 DG5815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5815+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2002
 DG5815_ROD/PIPE-DEPTH: 11.2 meters
 DG5815
 DG5815  HISTORY     - Date     Condition        Report By
 DG5815  HISTORY     - 20020416 MONUMENTED       FLDEP
 DG5815
 DG5815                          STATION DESCRIPTION
 DG5815
 DG5815'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5815'THE MARK IS ON ANNA MARIA ISLAND ABOUT 3.0 MI NORTHWEST OF HOLMES
 DG5815'BEACH, IN SECTION 18,  TOWNSHIP 34 SOUTH, RANGE 167 EAST.
 DG5815' 
 DG5815'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5815'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5815'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 2.2 MI
 DG5815'TO THE JUNCTION OF PALM DRIVE, CONTINUE NORTHWEST ON  GULF DRIVE
 DG5815'(STATE ROAD 789) FOR 0.7 MI TO THE JUNCTION OF PINE AVENUE ON THE
 DG5815'RIGHT, TURN  RIGHT ON PINE AVENUE AND GO NORTHEAST FOR 0.5 MI TO THE
 DG5815'T-JUNCTION OF BAY BOULEVARD,  TURN RIGHT ON SOUTH BAY BOULEVARD AND GO
 DG5815'SOUTHEAST FOR 0.1 MI TO THE JUNCTION OF  MAGNOLIA AVENUE ON THE RIGHT
 DG5815'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO  REFUSAL AT
 DG5815'A DEPTH OF 36.7 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL
 DG5815'OF THE  GROUND AND BELOW THE LEVEL OF SOUTH BAY BOULEVARD, THE DATUM
 DG5815'POINT IS RECESSED 0.4 FT  BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG5815' 
 DG5815'LOCATED 39.0 FT NORTHWEST OF POWER POLE NUMBER 502826658 WITH 1 LIGHT
 DG5815'AND 6 GUY WIRES  ATTACHED, 28.5 FT NORTHEAST OF THE CENTERLINE OF
 DG5815'SOUTH BAY BOULEVARD, 19.0 FT  NORTHWEST OF THE EXTENDED CENTERLINE OF
 DG5815'MAGNOLIA AVENUE, 6.5 FT WEST OF A FIRE  HYDRANT, 3.2 FT NORTHWEST OF
 DG5815'THE SOUTHEAST END OF A WOODEN FENCE, 0.9 FT SOUTHWEST OF  A CARSONITE
 DG5815'WITNESS POST AND 0.7 FT SOUTHWEST OF A WOODEN FENCE.
 DG5815' 
 DG5815'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5815'NOTE  A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5817 ***********************************************************************
 DG5817  DESIGNATION -  872 6282 E TIDAL
 DG5817  PID         -  DG5817
 DG5817  STATE/COUNTY-  FL/MANATEE
 DG5817  USGS QUAD   -  ANNA MARIA (1981)
 DG5817
 DG5817                         *CURRENT SURVEY CONTROL
 DG5817  ___________________________________________________________________
 DG5817* NAD 83(1986)-  27 32 11.     (N)    082 44 18.     (W)     SCALED    
 DG5817* NAVD 88     -         0.438  (meters)       1.44   (feet)  ADJUSTED  
 DG5817  ___________________________________________________________________
 DG5817  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 DG5817  DYNAMIC HT  -           0.438 (meters)       1.44  (feet)  COMP
 DG5817  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 DG5817
 DG5817  VERT ORDER  -  SECOND    CLASS I
 DG5817
 DG5817.The horizontal coordinates were scaled from a topographic map and have
 DG5817.an estimated accuracy of +/- 6 seconds.
 DG5817
 DG5817.The orthometric height was determined by differential leveling
 DG5817.and adjusted by the National Geodetic Survey in August 2004..
 DG5817.No vertical observational check was made to the station.
 DG5817
 DG5817.The geoid height was determined by GEOID03.
 DG5817
 DG5817.The dynamic height is computed by dividing the NAVD 88
 DG5817.geopotential number by the normal gravity value computed on the
 DG5817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5817.degrees latitude (g = 980.6199 gals.).
 DG5817
 DG5817.The modeled gravity was interpolated from observed gravity values.
 DG5817
 DG5817;                    North         East    Units  Estimated Accuracy
 DG5817;SPC FL W     -   355,050.      127,070.      MT  (+/- 180 meters Scaled)
 DG5817
 DG5817                          SUPERSEDED SURVEY CONTROL
 DG5817
 DG5817.No superseded survey control is available for this station.
 DG5817
 DG5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL283470(NAD 83)
 DG5817_MARKER: F = FLANGE-ENCASED ROD
 DG5817_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5817_STAMPING: 6282 E 2002
 DG5817_MARK LOGO: NGS   
 DG5817_PROJECTION: RECESSED 3 CENTIMETERS
 DG5817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5817+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 DG5817_ROD/PIPE-DEPTH: 11.3 meters
 DG5817
 DG5817  HISTORY     - Date     Condition        Report By
 DG5817  HISTORY     - 20020417 MONUMENTED       FLDEP
 DG5817
 DG5817                          STATION DESCRIPTION
 DG5817
 DG5817'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5817'THE MARK IS ON ANNA MARIA ISLAND ABOUT 3.5 MI NORTHWEST OF HOLMES
 DG5817'BEACH, IN SECTION 7,  TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DG5817' 
 DG5817'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5817'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5817'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 2.2 MI
 DG5817'TO THE JUNCTION OF PALM DRIVE, CONTINUE NORTHWEST ON  GULF DRIVE
 DG5817'(STATE ROAD 789) FOR 0.7 MI TO THE JUNCTION OF PINE AVENUE ON THE
 DG5817'RIGHT, TURN  RIGHT ON PINE AVENUE AND GO NORTHEAST FOR 0.5 MI TO THE
 DG5817'T-JUNCTION OF BAY BOULEVARD,  TURN LEFT ON NORTH BAY BOULEVARD AND GO
 DG5817'NORTHWEST FOR 0.4 MI TO THE JUNCTION OF  NORTH SHORE DRIVE ON THE
 DG5817'RIGHT, TURN RIGHT ON NORTH SHORE DRIVE AND GO NORTHWEST  FOR 0.15 MI
 DG5817'TO THE INTERSECTION OF POINSETTIA ROAD AND THE MARK ON THE RIGHT, A
 DG5817'STAINLESS  STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 37.2 FT WITH A
 DG5817'NGS LOGO CAP FLUSH WITH THE  GROUND AND ABOUT 1.0 FT BELOW THE TOP OF
 DG5817'THE SEAWALL, THE DATUM POINT IS RECESSED 0.3  FT BELOW THE LEVEL OF
 DG5817'THE NGS LOGO CAP.
 DG5817' 
 DG5817'LOCATED 159.7 FT NORTHEAST OF THE CENTERLINE OF NORTH SHORE DRIVE,
 DG5817'135.0 FT SOUTHEAST  OF THE EXTENDED CENTERLINE OF POINSETTIA ROAD,
 DG5817'62.7 FT NORTHEAST OF THE NORTHEAST  CORNER OF A HOUSE AT 901, 53.0 FT
 DG5817'NORTH OF THE NORTHEAST CORNER OF A HOUSE AT 903, 2.2 FT  SOUTHEAST OF
 DG5817'THE NORTHEAST END OF A 2-FOOT TALL CONCRETE WALL AND 1.1 FT NORTHEAST
 DG5817'OF  A SEAWALL.
 DG5817' 
 DG5817'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5817'NOTE  A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5818 ***********************************************************************
 DG5818  DESIGNATION -  872 6282 F TIDAL
 DG5818  PID         -  DG5818
 DG5818  STATE/COUNTY-  FL/MANATEE
 DG5818  USGS QUAD   -  ANNA MARIA (1981)
 DG5818
 DG5818                         *CURRENT SURVEY CONTROL
 DG5818  ___________________________________________________________________
 DG5818* NAD 83(1986)-  27 32 16.     (N)    082 44 23.     (W)     SCALED    
 DG5818* NAVD 88     -         0.429  (meters)       1.41   (feet)  ADJUSTED  
 DG5818  ___________________________________________________________________
 DG5818  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 DG5818  DYNAMIC HT  -           0.429 (meters)       1.41  (feet)  COMP
 DG5818  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 DG5818
 DG5818  VERT ORDER  -  SECOND    CLASS I
 DG5818
 DG5818.The horizontal coordinates were scaled from a topographic map and have
 DG5818.an estimated accuracy of +/- 6 seconds.
 DG5818
 DG5818.The orthometric height was determined by differential leveling
 DG5818.and adjusted by the National Geodetic Survey in August 2004..
 DG5818.No vertical observational check was made to the station.
 DG5818
 DG5818.The geoid height was determined by GEOID03.
 DG5818
 DG5818.The dynamic height is computed by dividing the NAVD 88
 DG5818.geopotential number by the normal gravity value computed on the
 DG5818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5818.degrees latitude (g = 980.6199 gals.).
 DG5818
 DG5818.The modeled gravity was interpolated from observed gravity values.
 DG5818
 DG5818;                    North         East    Units  Estimated Accuracy
 DG5818;SPC FL W     -   355,210.      126,940.      MT  (+/- 180 meters Scaled)
 DG5818
 DG5818                          SUPERSEDED SURVEY CONTROL
 DG5818
 DG5818.No superseded survey control is available for this station.
 DG5818
 DG5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL282472(NAD 83)
 DG5818_MARKER: F = FLANGE-ENCASED ROD
 DG5818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5818_STAMPING: 6282 F TIDAL 2002
 DG5818_MARK LOGO: NGS   
 DG5818_PROJECTION: RECESSED 3 CENTIMETERS
 DG5818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5818+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 DG5818_ROD/PIPE-DEPTH: 14.2 meters
 DG5818
 DG5818  HISTORY     - Date     Condition        Report By
 DG5818  HISTORY     - 20020417 MONUMENTED       FLDEP
 DG5818
 DG5818                          STATION DESCRIPTION
 DG5818
 DG5818'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5818'THE MARK IS ON ANNA MARIA ISLAND ABOUT 3.6 MI NORTHWEST OF HOLMES
 DG5818'BEACH, IN SECTION 7,  TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DG5818' 
 DG5818'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5818'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5818'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 2.2 MI
 DG5818'TO THE JUNCTION OF PALM DRIVE, CONTINUE NORTHWEST  ON GULF DRIVE
 DG5818'(STATE ROAD 789) FOR 0.7 MI TO THE JUNCTION OF PINE AVENUE ON THE
 DG5818'RIGHT,  TURN RIGHT ON PINE AVENUE AND GO NORTHEAST FOR 0.5 MI TO THE
 DG5818'T-JUNCTION OF BAY  BOULEVARD, TURN LEFT ON NORTH BAY BOULEVARD AND GO
 DG5818'NORTHWEST FOR 0.4 MI TO THE  JUNCTION OF NORTH SHORE DRIVE ON THE
 DG5818'RIGHT, TURN RIGHT ON NORTH SHORE DRIVE AND GO  NORTHWEST FOR 0.25 MI
 DG5818'TO THE INTERSECTION OF ALAMANDA AND THE MARK ON THE RIGHT, A
 DG5818'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 46.5 FT WITH A NGS
 DG5818'LOGO CAP RECESSED  0.1 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5
 DG5818'FT BELOW THE TOP OF THE SEAWALL, THE  DATUM POINT IS RECESSED 0.4 FT
 DG5818'BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG5818' 
 DG5818'LOCATED 158.0 FT NORTHEAST OF THE CENTERLINE OF NORTH SHORE DRIVE,
 DG5818'54.6 FT NORTHWEST  OF THE SOUTHWEST CORNER OF THE ROD AND REEL MOTEL,
 DG5818'23.7 FT SOUTHEAST OF THE  SOUTHWEST END OF THE ROD AND REEL FISHING
 DG5818'PIER AND 3.5 FT SOUTHEAST OF THE NORTHWEST  CORNER OF THE MOTEL DECK.
 DG5818'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5818'NOTE  A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5210 ***********************************************************************
 AG5210  DESIGNATION -  872 6282 TIDAL 2
 AG5210  PID         -  AG5210
 AG5210  STATE/COUNTY-  FL/MANATEE
 AG5210  USGS QUAD   -  ANNA MARIA (1981)
 AG5210
 AG5210                         *CURRENT SURVEY CONTROL
 AG5210  ___________________________________________________________________
 AG5210* NAD 83(1986)-  27 31 36.     (N)    082 44 10.     (W)     SCALED    
 AG5210* NAVD 88     -         0.897  (meters)       2.94   (feet)  ADJUSTED  
 AG5210  ___________________________________________________________________
 AG5210  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG5210  DYNAMIC HT  -           0.896 (meters)       2.94  (feet)  COMP
 AG5210  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 AG5210
 AG5210  VERT ORDER  -  SECOND    CLASS 0
 AG5210
 AG5210.The horizontal coordinates were scaled from a topographic map and have
 AG5210.an estimated accuracy of +/- 6 seconds.
 AG5210
 AG5210.The orthometric height was determined by differential leveling
 AG5210.and adjusted by the National Geodetic Survey in June 1991..
 AG5210
 AG5210.The geoid height was determined by GEOID03.
 AG5210
 AG5210.The dynamic height is computed by dividing the NAVD 88
 AG5210.geopotential number by the normal gravity value computed on the
 AG5210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5210.degrees latitude (g = 980.6199 gals.).
 AG5210
 AG5210.The modeled gravity was interpolated from observed gravity values.
 AG5210
 AG5210;                    North         East    Units  Estimated Accuracy
 AG5210;SPC FL W     -   353,980.      127,280.      MT  (+/- 180 meters Scaled)
 AG5210
 AG5210                          SUPERSEDED SURVEY CONTROL
 AG5210
 AG5210  NGVD 29 (??/??/92)    1.21   (m)            4.0    (f) COMPUTED    2 0
 AG5210
 AG5210.Superseded values are not recommended for survey control.
 AG5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5210.See file dsdata.txt to determine how the superseded data were derived.
 AG5210
 AG5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285459(NAD 83)
 AG5210_MARKER: DJ = TIDAL STATION DISK
 AG5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5210_STAMPING: NO 2 1933
 AG5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5210+STABILITY: SURFACE MOTION
 AG5210
 AG5210  HISTORY     - Date     Condition        Report By
 AG5210  HISTORY     - 1933     MONUMENTED       CGS
 AG5210  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG5210  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5210  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5210
 AG5210                          STATION DESCRIPTION
 AG5210
 AG5210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5210'AT ANNA MARIA.
 AG5210'AT ANNA MARIA, MANATEE COUNTY, NEAR THE POST OFFICE, 26.5 FEET
 AG5210'NORTHWEST OF THE CENTER LINE OF THE STREET LEADING NORTHEAST TO
 AG5210'THE DOCK, IN THE WEST CORNER OF THE INTERSECTION OF THE WALK
 AG5210'LEADING TO THE OLD CITY OFFICE BUILDING AND THE WALK ALONG THE
 AG5210'STREET IN FRONT OF THE CITY OFFICE (A NEWER AND LARGER WHITE STUCCO
 AG5210'BUILDING CALLED CITY OFFICE AND FIRE DEPARTMENT NOW STANDS SOUTH OF
 AG5210'THE OLD CITY OFFICE BUILDING, NEARER THE STREET AND MORE CONSPICUOUS
 AG5210'THAN THE OLD BUILDING), 27 FEET EAST OF THE EAST CORNER OF THE NEWER
 AG5210'BUILDING, AND AT THE SOUTHEAST END OF THE WALK LEADING TO THE OLD
 AG5210'CITY OFFICE BUILDING.  A STANDARD DISK, STAMPED NO 2 1933 AND SET
 AG5210'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- BELIEVED
 AG5210'TO HAVE BEEN DESTROYED BY THE CONSTRUCTION OF A BUILDING IN THE
 AG5210'DESCRIBED AREA.
 AG5210
 AG5210                          STATION RECOVERY (1989)
 AG5210
 AG5210'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5210'MARK NOT FOUND.
 AG5210
 AG5210                          STATION RECOVERY (1990)
 AG5210
 AG5210'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5209 ***********************************************************************
 AG5209  DESIGNATION -  872 6282 TIDAL 3
 AG5209  PID         -  AG5209
 AG5209  STATE/COUNTY-  FL/MANATEE
 AG5209  USGS QUAD   -  ANNA MARIA (1981)
 AG5209
 AG5209                         *CURRENT SURVEY CONTROL
 AG5209  ___________________________________________________________________
 AG5209* NAD 83(1986)-  27 31 36.     (N)    082 44 12.     (W)     SCALED    
 AG5209* NAVD 88     -         1.052  (meters)       3.45   (feet)  ADJUSTED  
 AG5209  ___________________________________________________________________
 AG5209  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG5209  DYNAMIC HT  -           1.051 (meters)       3.45  (feet)  COMP
 AG5209  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 AG5209
 AG5209  VERT ORDER  -  SECOND    CLASS 0
 AG5209
 AG5209.The horizontal coordinates were scaled from a topographic map and have
 AG5209.an estimated accuracy of +/- 6 seconds.
 AG5209
 AG5209.The orthometric height was determined by differential leveling
 AG5209.and adjusted by the National Geodetic Survey in June 1991..
 AG5209
 AG5209.The geoid height was determined by GEOID03.
 AG5209
 AG5209.The dynamic height is computed by dividing the NAVD 88
 AG5209.geopotential number by the normal gravity value computed on the
 AG5209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5209.degrees latitude (g = 980.6199 gals.).
 AG5209
 AG5209.The modeled gravity was interpolated from observed gravity values.
 AG5209
 AG5209;                    North         East    Units  Estimated Accuracy
 AG5209;SPC FL W     -   353,980.      127,230.      MT  (+/- 180 meters Scaled)
 AG5209
 AG5209                          SUPERSEDED SURVEY CONTROL
 AG5209
 AG5209  NGVD 29 (??/??/92)    1.36   (m)            4.5    (f) COMPUTED    2 0
 AG5209
 AG5209.Superseded values are not recommended for survey control.
 AG5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5209.See file dsdata.txt to determine how the superseded data were derived.
 AG5209
 AG5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL284459(NAD 83)
 AG5209_MARKER: DJ = TIDAL STATION DISK
 AG5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5209_STAMPING: NO 3 1933
 AG5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5209+STABILITY: SURFACE MOTION
 AG5209
 AG5209  HISTORY     - Date     Condition        Report By
 AG5209  HISTORY     - 1933     MONUMENTED       CGS
 AG5209  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG5209  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5209  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5209
 AG5209                          STATION DESCRIPTION
 AG5209
 AG5209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5209'AT ANNA MARIA.
 AG5209'AT ANNA MARIA, MANATEE COUNTY, 188 FEET NORTHEAST OF A STREET
 AG5209'INTERSECTION, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET,
 AG5209'AT THE OLD ELEMENTARY SCHOOL BUILDING NOW OCCUPIED BY THE ANNA
 AG5209'MARIA YOUTH CENTER, AT THE FRONT OR NORTHWEST SIDE OF THE BUILDING,
 AG5209'6.9 FEET NORTHEAST OF THE WEST CORNER, 2.2 FEET SOUTHWEST OF THE
 AG5209'SOUTHWEST WALL OF THE COVERED ENTRANCE, AND 1.2 FEET NORTHWEST
 AG5209'OF THE NORTHWEST WALL.  A STANDARD DISK, STAMPED NO 3 1933 AND
 AG5209'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AG5209'NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY BUILDING CONSTRUCTION
 AG5209'IN THE DESCRIBED AREA.
 AG5209
 AG5209                          STATION RECOVERY (1989)
 AG5209
 AG5209'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5209'MARK NOT FOUND.
 AG5209
 AG5209                          STATION RECOVERY (1990)
 AG5209
 AG5209'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5208 ***********************************************************************
 AG5208  DESIGNATION -  872 6282 TIDAL 4
 AG5208  PID         -  AG5208
 AG5208  STATE/COUNTY-  FL/MANATEE
 AG5208  USGS QUAD   -  ANNA MARIA (1981)
 AG5208
 AG5208                         *CURRENT SURVEY CONTROL
 AG5208  ___________________________________________________________________
 AG5208* NAD 83(1986)-  27 31 37.     (N)    082 44 10.     (W)     SCALED    
 AG5208* NAVD 88     -         1.704  (meters)       5.59   (feet)  ADJUSTED  
 AG5208  ___________________________________________________________________
 AG5208  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG5208  DYNAMIC HT  -           1.701 (meters)       5.58  (feet)  COMP
 AG5208  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 AG5208
 AG5208  VERT ORDER  -  FIRST     CLASS I
 AG5208
 AG5208.The horizontal coordinates were scaled from a topographic map and have
 AG5208.an estimated accuracy of +/- 6 seconds.
 AG5208
 AG5208.The orthometric height was determined by differential leveling
 AG5208.and adjusted by the National Geodetic Survey in June 1991..
 AG5208
 AG5208.The geoid height was determined by GEOID03.
 AG5208
 AG5208.The dynamic height is computed by dividing the NAVD 88
 AG5208.geopotential number by the normal gravity value computed on the
 AG5208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5208.degrees latitude (g = 980.6199 gals.).
 AG5208
 AG5208.The modeled gravity was interpolated from observed gravity values.
 AG5208
 AG5208;                    North         East    Units  Estimated Accuracy
 AG5208;SPC FL W     -   354,010.      127,280.      MT  (+/- 180 meters Scaled)
 AG5208
 AG5208                          SUPERSEDED SURVEY CONTROL
 AG5208
 AG5208  NGVD 29 (??/??/92)    2.007  (m)            6.58   (f) ADJ UNCH    1 1
 AG5208
 AG5208.Superseded values are not recommended for survey control.
 AG5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5208.See file dsdata.txt to determine how the superseded data were derived.
 AG5208
 AG5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285460(NAD 83)
 AG5208_MARKER: DJ = TIDAL STATION DISK
 AG5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5208_STAMPING: NO 4 1933
 AG5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5208+STABILITY: SURFACE MOTION
 AG5208
 AG5208  HISTORY     - Date     Condition        Report By
 AG5208  HISTORY     - 1933     MONUMENTED       CGS
 AG5208  HISTORY     - 1966     GOOD             NGS
 AG5208  HISTORY     - 1979     MARK NOT FOUND   FLDNR
 AG5208  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5208  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5208
 AG5208                          STATION DESCRIPTION
 AG5208
 AG5208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5208'AT ANNA MARIA.
 AG5208'AT ANNA MARIA, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 789
 AG5208'FROM THE POST OFFICE, NEAR THE INTERSECTION OF PINE AVENUE, AT THE
 AG5208'COMMUNITY HOUSE, 80.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AG5208'AVENUE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE THAT
 AG5208'CIRCLES THE COMMUNITY HOUSE, 5.4 FEET NORTHEAST OF THE NORTH
 AG5208'CORNER OF A CONCRETE SLAB AT THE FOOT OF THE STEPS AT THE NORTHEAST
 AG5208'OR BACK ENTRANCE OF THE BUILDING, 46.0 FEET SOUTHEAST OF THE NORTH
 AG5208'CORNER OF THE BUILDING, 3 FEET NORTHWEST OF THE CENTER LINE OF THE
 AG5208'ENTRANCE, ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP OF A
 AG5208'CONCRETE POST THAT IS ABOUT 0.2 FOOT UNDERGROUND.
 AG5208
 AG5208                          STATION RECOVERY (1979)
 AG5208
 AG5208'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG5208'MARK IS BELIEVED TO BE DESTROYED DUE TO THE ADDITIONAL CONSTRUCTION TO
 AG5208'THE COMMUNITY HOUSE.
 AG5208
 AG5208                          STATION RECOVERY (1989)
 AG5208
 AG5208'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5208'MARK NOT FOUND.
 AG5208
 AG5208                          STATION RECOVERY (1990)
 AG5208
 AG5208'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5206 ***********************************************************************
 AG5206  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5206  DESIGNATION -  872 6282 TIDAL 5
 AG5206  PID         -  AG5206
 AG5206  STATE/COUNTY-  FL/MANATEE
 AG5206  USGS QUAD   -  ANNA MARIA (1981)
 AG5206
 AG5206                         *CURRENT SURVEY CONTROL
 AG5206  ___________________________________________________________________
 AG5206* NAD 83(1986)-  27 31 54.     (N)    082 43 50.     (W)     SCALED    
 AG5206* NAVD 88     -         0.667  (meters)       2.19   (feet)  ADJUSTED  
 AG5206  ___________________________________________________________________
 AG5206  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG5206  DYNAMIC HT  -           0.666 (meters)       2.19  (feet)  COMP
 AG5206  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 AG5206
 AG5206  VERT ORDER  -  FIRST     CLASS I
 AG5206
 AG5206.The horizontal coordinates were scaled from a topographic map and have
 AG5206.an estimated accuracy of +/- 6 seconds.
 AG5206
 AG5206.The orthometric height was determined by differential leveling
 AG5206.and adjusted by the National Geodetic Survey in June 1991..
 AG5206
 AG5206.This Tidal Bench Mark is designated as VM 6193
 AG5206.by the Center for Operational Oceanographic Products and Services.
 AG5206
 AG5206.The geoid height was determined by GEOID03.
 AG5206
 AG5206.The dynamic height is computed by dividing the NAVD 88
 AG5206.geopotential number by the normal gravity value computed on the
 AG5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5206.degrees latitude (g = 980.6199 gals.).
 AG5206
 AG5206.The modeled gravity was interpolated from observed gravity values.
 AG5206
 AG5206;                    North         East    Units  Estimated Accuracy
 AG5206;SPC FL W     -   354,530.      127,840.      MT  (+/- 180 meters Scaled)
 AG5206
 AG5206                          SUPERSEDED SURVEY CONTROL
 AG5206
 AG5206  NGVD 29 (??/??/92)    0.973  (m)            3.19   (f) ADJ UNCH    1 1
 AG5206
 AG5206.Superseded values are not recommended for survey control.
 AG5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5206.See file dsdata.txt to determine how the superseded data were derived.
 AG5206
 AG5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL291465(NAD 83)
 AG5206_MARKER: DJ = TIDAL STATION DISK
 AG5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5206_STAMPING: NO 5 NO 5 1933
 AG5206_MARK LOGO: CGS   
 AG5206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5206+STABILITY: SURFACE MOTION
 AG5206
 AG5206  HISTORY     - Date     Condition        Report By
 AG5206  HISTORY     - 1933     MONUMENTED       CGS
 AG5206  HISTORY     - 1966     GOOD             NGS
 AG5206  HISTORY     - 1975     GOOD             LOCSUR
 AG5206  HISTORY     - 1979     GOOD             FLDNR
 AG5206  HISTORY     - 1983     GOOD             FLDNR
 AG5206  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5206  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5206
 AG5206                          STATION DESCRIPTION
 AG5206
 AG5206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5206'AT ANNA MARIA.
 AG5206'AT ANNA MARIA, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 789
 AG5206'FROM THE POST OFFICE, THENCE ABOUT 0.5 MILE NORTHEAST ALONG PINE
 AG5206'AVENUE, THENCE 0.1 MILE SOUTHEAST ALONG BAY BOULEVARD, ABOUT 138
 AG5206'YARDS SOUTHEAST OF THE SOUTHWEST END OF THE ANNA MARIA CITY FISHING
 AG5206'PIER, NEAR THE JUNCTION OF SPRING AVENUE, 19 FEET SOUTHWEST OF THE
 AG5206'CENTER LINE OF THE BOULEVARD, 41 FEET SOUTHEAST OF THE CENTER LINE
 AG5206'OF THE AVENUE, 0.7 FOOT NORTHEAST OF THE NORTHEAST END OF SIDEWALK
 AG5206'ALONG THE BOULEVARD, 7 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 AG5206'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AG5206'BOULEVARD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AG5206'GROUND.
 AG5206
 AG5206                          STATION RECOVERY (1975)
 AG5206
 AG5206'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AG5206'RECOVERED IN GOOD CONDITION.
 AG5206
 AG5206                          STATION RECOVERY (1979)
 AG5206
 AG5206'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG5206'RECOVERED IN GOOD CONDITION.
 AG5206
 AG5206                          STATION RECOVERY (1983)
 AG5206
 AG5206'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG5206'RECOVERED IN GOOD CONDITION EXCEPT THE SIDEWALK IS BURIED AND THE MARK
 AG5206'IS ABOUT 8 INCHES BELOW GROUND.  ALSO, THE FIRST 5 IN THE STAMPING IS
 AG5206'ILLEGIBLE.  STAMPING--NO NO 5 1933.
 AG5206
 AG5206                          STATION RECOVERY (1989)
 AG5206
 AG5206'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5206'MARK NOT FOUND.
 AG5206
 AG5206                          STATION RECOVERY (1990)
 AG5206
 AG5206'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7621 ***********************************************************************
 AG7621  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7621  DESIGNATION -  872 6311 A TIDAL
 AG7621  PID         -  AG7621
 AG7621  STATE/COUNTY-  FL/MANATEE
 AG7621  USGS QUAD   -  PALMETTO (1987)
 AG7621
 AG7621                         *CURRENT SURVEY CONTROL
 AG7621  ___________________________________________________________________
 AG7621* NAD 83(1986)-  27 34 02.     (N)    082 35 08.     (W)     SCALED    
 AG7621* NAVD 88     -         0.947  (meters)       3.11   (feet)  ADJUSTED  
 AG7621  ___________________________________________________________________
 AG7621  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7621  DYNAMIC HT  -           0.945 (meters)       3.10  (feet)  COMP
 AG7621  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AG7621
 AG7621  VERT ORDER  -  SECOND    CLASS I
 AG7621
 AG7621.The horizontal coordinates were scaled from a topographic map and have
 AG7621.an estimated accuracy of +/- 6 seconds.
 AG7621
 AG7621.The orthometric height was determined by differential leveling
 AG7621.and adjusted by the National Geodetic Survey in June 1991..
 AG7621
 AG7621.This Tidal Bench Mark is designated as VM 6198
 AG7621.by the Center for Operational Oceanographic Products and Services.
 AG7621
 AG7621.The geoid height was determined by GEOID03.
 AG7621
 AG7621.The dynamic height is computed by dividing the NAVD 88
 AG7621.geopotential number by the normal gravity value computed on the
 AG7621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7621.degrees latitude (g = 980.6199 gals.).
 AG7621
 AG7621.The modeled gravity was interpolated from observed gravity values.
 AG7621
 AG7621;                    North         East    Units  Estimated Accuracy
 AG7621;SPC FL W     -   358,390.      142,180.      MT  (+/- 180 meters Scaled)
 AG7621
 AG7621                          SUPERSEDED SURVEY CONTROL
 AG7621
 AG7621.No superseded survey control is available for this station.
 AG7621
 AG7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434502(NAD 83)
 AG7621_MARKER: DJ = TIDAL STATION DISK
 AG7621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7621_SP_SET: CONCRETE SEAWALL
 AG7621_STAMPING: 6311 A 1977
 AG7621_MARK LOGO: NOS   
 AG7621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7621+STABILITY: SURFACE MOTION
 AG7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7621+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 AG7621
 AG7621  HISTORY     - Date     Condition        Report By
 AG7621  HISTORY     - 1977     MONUMENTED       NOS
 AG7621  HISTORY     - 1982     GOOD             FLDNR
 AG7621  HISTORY     - 20030306 GOOD             USPSQD
 AG7621
 AG7621                          STATION DESCRIPTION
 AG7621
 AG7621'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7621'3.0 MI SW FROM RUBONIA.
 AG7621'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7621'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7621'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7621'THE MARK BEARS 40.2 FEET SOUTHEAST OF THE CENTERLINE OF BAYSHORE
 AG7621'DRIVE, 53 FEET EAST OF THE JUNCTION OF LILES STREET, AND 6.2 FEET
 AG7621'SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7621
 AG7621                          STATION RECOVERY (2003)
 AG7621
 AG7621'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7620 ***********************************************************************
 AG7620  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7620  DESIGNATION -  872 6311 B TIDAL
 AG7620  PID         -  AG7620
 AG7620  STATE/COUNTY-  FL/MANATEE
 AG7620  USGS QUAD   -  PALMETTO (1987)
 AG7620
 AG7620                         *CURRENT SURVEY CONTROL
 AG7620  ___________________________________________________________________
 AG7620* NAD 83(1986)-  27 34 02.     (N)    082 35 08.     (W)     SCALED    
 AG7620* NAVD 88     -         1.197  (meters)       3.93   (feet)  ADJUSTED  
 AG7620  ___________________________________________________________________
 AG7620  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7620  DYNAMIC HT  -           1.195 (meters)       3.92  (feet)  COMP
 AG7620  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AG7620
 AG7620  VERT ORDER  -  SECOND    CLASS I
 AG7620
 AG7620.The horizontal coordinates were scaled from a topographic map and have
 AG7620.an estimated accuracy of +/- 6 seconds.
 AG7620
 AG7620.The orthometric height was determined by differential leveling
 AG7620.and adjusted by the National Geodetic Survey in June 1991..
 AG7620
 AG7620.This Tidal Bench Mark is designated as VM 6199
 AG7620.by the Center for Operational Oceanographic Products and Services.
 AG7620
 AG7620.The geoid height was determined by GEOID03.
 AG7620
 AG7620.The dynamic height is computed by dividing the NAVD 88
 AG7620.geopotential number by the normal gravity value computed on the
 AG7620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7620.degrees latitude (g = 980.6199 gals.).
 AG7620
 AG7620.The modeled gravity was interpolated from observed gravity values.
 AG7620
 AG7620;                    North         East    Units  Estimated Accuracy
 AG7620;SPC FL W     -   358,390.      142,180.      MT  (+/- 180 meters Scaled)
 AG7620
 AG7620                          SUPERSEDED SURVEY CONTROL
 AG7620
 AG7620.No superseded survey control is available for this station.
 AG7620
 AG7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434502(NAD 83)
 AG7620_MARKER: DJ = TIDAL STATION DISK
 AG7620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7620_SP_SET: CONCRETE SEAWALL
 AG7620_STAMPING: 6311 B 1977
 AG7620_MARK LOGO: NOS   
 AG7620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7620+STABILITY: SURFACE MOTION
 AG7620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7620+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 AG7620
 AG7620  HISTORY     - Date     Condition        Report By
 AG7620  HISTORY     - 1977     MONUMENTED       NOS
 AG7620  HISTORY     - 1982     GOOD             FLDNR
 AG7620  HISTORY     - 1990     GOOD             USPSQD
 AG7620  HISTORY     - 20030306 GOOD             USPSQD
 AG7620
 AG7620                          STATION DESCRIPTION
 AG7620
 AG7620'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7620'3.0 MI SW FROM RUBONIA.
 AG7620'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7620'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7620'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7620'THE MARK BEARS 58.8 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A
 AG7620'SEAWALL, 44 FEET SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7620'1 FOOT NORTHWEST OF THE WATERS EDGE AT THE SEAWALL, AND 42 FEET
 AG7620'SOUTH OF TIDAL BENCH MARK 6311 C 1977.
 AG7620
 AG7620                          STATION RECOVERY (1990)
 AG7620
 AG7620'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7620'RECOVERED IN GOOD CONDITION.
 AG7620
 AG7620                          STATION RECOVERY (2003)
 AG7620
 AG7620'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7619 ***********************************************************************
 AG7619  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7619  DESIGNATION -  872 6311 C TIDAL
 AG7619  PID         -  AG7619
 AG7619  STATE/COUNTY-  FL/MANATEE
 AG7619  USGS QUAD   -  PALMETTO (1987)
 AG7619
 AG7619                         *CURRENT SURVEY CONTROL
 AG7619  ___________________________________________________________________
 AG7619* NAD 83(1986)-  27 34 02.     (N)    082 35 08.     (W)     SCALED    
 AG7619* NAVD 88     -         1.070  (meters)       3.51   (feet)  ADJUSTED  
 AG7619  ___________________________________________________________________
 AG7619  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7619  DYNAMIC HT  -           1.068 (meters)       3.50  (feet)  COMP
 AG7619  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AG7619
 AG7619  VERT ORDER  -  SECOND    CLASS I
 AG7619
 AG7619.The horizontal coordinates were scaled from a topographic map and have
 AG7619.an estimated accuracy of +/- 6 seconds.
 AG7619
 AG7619.The orthometric height was determined by differential leveling
 AG7619.and adjusted by the National Geodetic Survey in June 1991..
 AG7619
 AG7619.This Tidal Bench Mark is designated as VM 6200
 AG7619.by the Center for Operational Oceanographic Products and Services.
 AG7619
 AG7619.The geoid height was determined by GEOID03.
 AG7619
 AG7619.The dynamic height is computed by dividing the NAVD 88
 AG7619.geopotential number by the normal gravity value computed on the
 AG7619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7619.degrees latitude (g = 980.6199 gals.).
 AG7619
 AG7619.The modeled gravity was interpolated from observed gravity values.
 AG7619
 AG7619;                    North         East    Units  Estimated Accuracy
 AG7619;SPC FL W     -   358,390.      142,180.      MT  (+/- 180 meters Scaled)
 AG7619
 AG7619                          SUPERSEDED SURVEY CONTROL
 AG7619
 AG7619.No superseded survey control is available for this station.
 AG7619
 AG7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434502(NAD 83)
 AG7619_MARKER: DJ = TIDAL STATION DISK
 AG7619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7619_SP_SET: CONCRETE POST
 AG7619_STAMPING: 6311 C 1977
 AG7619_MARK LOGO: NOS   
 AG7619_PROJECTION: RECESSED 3 CENTIMETERS
 AG7619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7619+STABILITY: SURFACE MOTION
 AG7619
 AG7619  HISTORY     - Date     Condition        Report By
 AG7619  HISTORY     - 1977     MONUMENTED       NOS
 AG7619  HISTORY     - 1982     GOOD             FLDNR
 AG7619  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7619
 AG7619                          STATION DESCRIPTION
 AG7619
 AG7619'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7619'3.0 MI SW FROM RUBONIA.
 AG7619'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7619'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7619'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7619'THE MARK BEARS 13 FEET SOUTHEAST OF THE CENTERLINE OF BAYSHORE
 AG7619'DRIVE, 13.7 FEET NORTHWEST OF THE WATERS EDGE AT THE SEAWALL, 1.5
 AG7619'FEET SOUTHEAST OF A POWER POLE, AND 42 FEET NORTH OF TIDAL BENCH
 AG7619'MARK 6311 B 1977.
 AG7619
 AG7619                          STATION RECOVERY (2003)
 AG7619
 AG7619'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7619'CONCRETE HAS BEEN POURED OVER THE SITE AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7618 ***********************************************************************
 AG7618  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7618  DESIGNATION -  872 6311 E TIDAL
 AG7618  PID         -  AG7618
 AG7618  STATE/COUNTY-  FL/MANATEE
 AG7618  USGS QUAD   -  PALMETTO (1987)
 AG7618
 AG7618                         *CURRENT SURVEY CONTROL
 AG7618  ___________________________________________________________________
 AG7618* NAD 83(1986)-  27 34 02.     (N)    082 35 08.     (W)     SCALED    
 AG7618* NAVD 88     -         1.244  (meters)       4.08   (feet)  ADJUSTED  
 AG7618  ___________________________________________________________________
 AG7618  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7618  DYNAMIC HT  -           1.242 (meters)       4.07  (feet)  COMP
 AG7618  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AG7618
 AG7618  VERT ORDER  -  SECOND    CLASS I
 AG7618
 AG7618.The horizontal coordinates were scaled from a topographic map and have
 AG7618.an estimated accuracy of +/- 6 seconds.
 AG7618
 AG7618.The orthometric height was determined by differential leveling
 AG7618.and adjusted by the National Geodetic Survey in June 1991..
 AG7618
 AG7618.This Tidal Bench Mark is designated as VM 6201
 AG7618.by the Center for Operational Oceanographic Products and Services.
 AG7618
 AG7618.The geoid height was determined by GEOID03.
 AG7618
 AG7618.The dynamic height is computed by dividing the NAVD 88
 AG7618.geopotential number by the normal gravity value computed on the
 AG7618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7618.degrees latitude (g = 980.6199 gals.).
 AG7618
 AG7618.The modeled gravity was interpolated from observed gravity values.
 AG7618
 AG7618;                    North         East    Units  Estimated Accuracy
 AG7618;SPC FL W     -   358,390.      142,180.      MT  (+/- 180 meters Scaled)
 AG7618
 AG7618                          SUPERSEDED SURVEY CONTROL
 AG7618
 AG7618.No superseded survey control is available for this station.
 AG7618
 AG7618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434502(NAD 83)
 AG7618_MARKER: DJ = TIDAL STATION DISK
 AG7618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7618_SP_SET: CONCRETE POST
 AG7618_STAMPING: 6311 E 1977
 AG7618_MARK LOGO: NOS   
 AG7618_PROJECTION: RECESSED 8 CENTIMETERS
 AG7618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7618+STABILITY: SURFACE MOTION
 AG7618
 AG7618  HISTORY     - Date     Condition        Report By
 AG7618  HISTORY     - 1977     MONUMENTED       NOS
 AG7618  HISTORY     - 1982     GOOD             FLDNR
 AG7618  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7618  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7618
 AG7618                          STATION DESCRIPTION
 AG7618
 AG7618'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7618'3.0 MI SW FROM RUBONIA.
 AG7618'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7618'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7618'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7618'THE MARK BEARS 11.7 FEET NORTHWEST OF THE CENTERLINE OF BAYSHORE
 AG7618'DRIVE, 10 FEET NORTHEAST OF A PRIVATE DRIVEWAY, 1.5 FEET NORTHEAST
 AG7618'OF A POWER POLE, AND 0.05 MILE NORTHEAST OF THE JUNCTION OF LILES
 AG7618'STREET.
 AG7618
 AG7618                          STATION RECOVERY (1990)
 AG7618
 AG7618'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7618'MARK NOT FOUND.
 AG7618
 AG7618                          STATION RECOVERY (2003)
 AG7618
 AG7618'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7617 ***********************************************************************
 AG7617  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7617  DESIGNATION -  872 6311 F TIDAL
 AG7617  PID         -  AG7617
 AG7617  STATE/COUNTY-  FL/MANATEE
 AG7617  USGS QUAD   -  PALMETTO (1987)
 AG7617
 AG7617                         *CURRENT SURVEY CONTROL
 AG7617  ___________________________________________________________________
 AG7617* NAD 83(1986)-  27 34 02.     (N)    082 35 06.     (W)     SCALED    
 AG7617* NAVD 88     -         1.368  (meters)       4.49   (feet)  ADJUSTED  
 AG7617  ___________________________________________________________________
 AG7617  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7617  DYNAMIC HT  -           1.366 (meters)       4.48  (feet)  COMP
 AG7617  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AG7617
 AG7617  VERT ORDER  -  SECOND    CLASS I
 AG7617
 AG7617.The horizontal coordinates were scaled from a topographic map and have
 AG7617.an estimated accuracy of +/- 6 seconds.
 AG7617
 AG7617.The orthometric height was determined by differential leveling
 AG7617.and adjusted by the National Geodetic Survey in June 1991..
 AG7617
 AG7617.This Tidal Bench Mark is designated as VM 6202
 AG7617.by the Center for Operational Oceanographic Products and Services.
 AG7617
 AG7617.The geoid height was determined by GEOID03.
 AG7617
 AG7617.The dynamic height is computed by dividing the NAVD 88
 AG7617.geopotential number by the normal gravity value computed on the
 AG7617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7617.degrees latitude (g = 980.6199 gals.).
 AG7617
 AG7617.The modeled gravity was interpolated from observed gravity values.
 AG7617
 AG7617;                    North         East    Units  Estimated Accuracy
 AG7617;SPC FL W     -   358,390.      142,230.      MT  (+/- 180 meters Scaled)
 AG7617
 AG7617                          SUPERSEDED SURVEY CONTROL
 AG7617
 AG7617.No superseded survey control is available for this station.
 AG7617
 AG7617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL435502(NAD 83)
 AG7617_MARKER: DJ = TIDAL STATION DISK
 AG7617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7617_SP_SET: CONCRETE POST
 AG7617_STAMPING: 6311 F 1977
 AG7617_MARK LOGO: NOS   
 AG7617_PROJECTION: RECESSED 3 CENTIMETERS
 AG7617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7617+STABILITY: SURFACE MOTION
 AG7617
 AG7617  HISTORY     - Date     Condition        Report By
 AG7617  HISTORY     - 1977     MONUMENTED       NOS
 AG7617  HISTORY     - 1982     GOOD             FLDNR
 AG7617  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7617  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7617
 AG7617                          STATION DESCRIPTION
 AG7617
 AG7617'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7617'2.9 MI SW FROM RUBONIA.
 AG7617'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7617'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7617'BAYSHORE DRIVE, GO 0.8 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7617'THE MARK BEARS 13 FEET SOUTH OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7617'7 FEET NORTH OF THE WATERLINE, 1.5 FEET SOUTHWEST OF A POWER POLE,
 AG7617'AND ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF LILES STREET.
 AG7617
 AG7617                          STATION RECOVERY (1990)
 AG7617
 AG7617'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7617'MARK NOT FOUND.
 AG7617
 AG7617                          STATION RECOVERY (2003)
 AG7617
 AG7617'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7625 ***********************************************************************
 AG7625  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7625  DESIGNATION -  872 6318 B TIDAL
 AG7625  PID         -  AG7625
 AG7625  STATE/COUNTY-  FL/MANATEE
 AG7625  USGS QUAD   -  PALMETTO (1987)
 AG7625
 AG7625                         *CURRENT SURVEY CONTROL
 AG7625  ___________________________________________________________________
 AG7625* NAD 83(1986)-  27 34 05.     (N)    082 35 36.     (W)     SCALED    
 AG7625* NAVD 88     -         1.157  (meters)       3.80   (feet)  ADJUSTED  
 AG7625  ___________________________________________________________________
 AG7625  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG7625  DYNAMIC HT  -           1.155 (meters)       3.79  (feet)  COMP
 AG7625  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AG7625
 AG7625  VERT ORDER  -  SECOND    CLASS I
 AG7625
 AG7625.The horizontal coordinates were scaled from a topographic map and have
 AG7625.an estimated accuracy of +/- 6 seconds.
 AG7625
 AG7625.The orthometric height was determined by differential leveling
 AG7625.and adjusted by the National Geodetic Survey in June 1991..
 AG7625
 AG7625.This Tidal Bench Mark is designated as VM 10625
 AG7625.by the Center for Operational Oceanographic Products and Services.
 AG7625
 AG7625.The geoid height was determined by GEOID03.
 AG7625
 AG7625.The dynamic height is computed by dividing the NAVD 88
 AG7625.geopotential number by the normal gravity value computed on the
 AG7625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7625.degrees latitude (g = 980.6199 gals.).
 AG7625
 AG7625.The modeled gravity was interpolated from observed gravity values.
 AG7625
 AG7625;                    North         East    Units  Estimated Accuracy
 AG7625;SPC FL W     -   358,490.      141,410.      MT  (+/- 180 meters Scaled)
 AG7625
 AG7625                          SUPERSEDED SURVEY CONTROL
 AG7625
 AG7625.No superseded survey control is available for this station.
 AG7625
 AG7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427503(NAD 83)
 AG7625_MARKER: DJ = TIDAL STATION DISK
 AG7625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7625_SP_SET: CONCRETE POST
 AG7625_STAMPING: 6318 B 1977
 AG7625_MARK LOGO: NOS   
 AG7625_PROJECTION: RECESSED 5 CENTIMETERS
 AG7625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7625+STABILITY: SURFACE MOTION
 AG7625
 AG7625  HISTORY     - Date     Condition        Report By
 AG7625  HISTORY     - 1977     MONUMENTED       NOS
 AG7625  HISTORY     - 1982     GOOD             FLDNR
 AG7625  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7625
 AG7625                          STATION DESCRIPTION
 AG7625
 AG7625'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7625'3.7 MI SW FROM RUBONIA.
 AG7625'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7625'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7625'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7625'ROAD AND THE MARK VICINITY.
 AG7625'THE MARK BEARS 54.5 FEET NORTHWEST OF THE CENTERLINE OF BAYSHORE
 AG7625'DRIVE, 8.2 FEET EAST OF THE CENTERLINE OF BOOTS POINT ROAD, 1.6
 AG7625'FEET SOUTHEAST OF A PALM TREE, AND 22.2 FEET SOUTH-SOUTHWEST OF
 AG7625'POWER POLE NO. 122-1.
 AG7625
 AG7625                          STATION RECOVERY (1990)
 AG7625
 AG7625'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7623 ***********************************************************************
 AG7623  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7623  DESIGNATION -  872 6318 C TIDAL
 AG7623  PID         -  AG7623
 AG7623  STATE/COUNTY-  FL/MANATEE
 AG7623  USGS QUAD   -  PALMETTO (1987)
 AG7623
 AG7623                         *CURRENT SURVEY CONTROL
 AG7623  ___________________________________________________________________
 AG7623* NAD 83(1986)-  27 34 05.     (N)    082 35 36.     (W)     SCALED    
 AG7623* NAVD 88     -         2.195  (meters)       7.20   (feet)  ADJUSTED  
 AG7623  ___________________________________________________________________
 AG7623  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG7623  DYNAMIC HT  -           2.192 (meters)       7.19  (feet)  COMP
 AG7623  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AG7623
 AG7623  VERT ORDER  -  SECOND    CLASS I
 AG7623
 AG7623.The horizontal coordinates were scaled from a topographic map and have
 AG7623.an estimated accuracy of +/- 6 seconds.
 AG7623
 AG7623.The orthometric height was determined by differential leveling
 AG7623.and adjusted by the National Geodetic Survey in June 1991..
 AG7623
 AG7623.This Tidal Bench Mark is designated as VM 10626
 AG7623.by the Center for Operational Oceanographic Products and Services.
 AG7623
 AG7623.The geoid height was determined by GEOID03.
 AG7623
 AG7623.The dynamic height is computed by dividing the NAVD 88
 AG7623.geopotential number by the normal gravity value computed on the
 AG7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7623.degrees latitude (g = 980.6199 gals.).
 AG7623
 AG7623.The modeled gravity was interpolated from observed gravity values.
 AG7623
 AG7623;                    North         East    Units  Estimated Accuracy
 AG7623;SPC FL W     -   358,490.      141,410.      MT  (+/- 180 meters Scaled)
 AG7623
 AG7623                          SUPERSEDED SURVEY CONTROL
 AG7623
 AG7623.No superseded survey control is available for this station.
 AG7623
 AG7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427503(NAD 83)
 AG7623_MARKER: DJ = TIDAL STATION DISK
 AG7623_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7623_SP_SET: CONCRETE CURB
 AG7623_STAMPING: 6318 C 1977
 AG7623_MARK LOGO: NOS   
 AG7623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7623
 AG7623  HISTORY     - Date     Condition        Report By
 AG7623  HISTORY     - 1977     MONUMENTED       NOS
 AG7623  HISTORY     - 1982     GOOD             FLDNR
 AG7623  HISTORY     - 1990     GOOD             USPSQD
 AG7623
 AG7623                          STATION DESCRIPTION
 AG7623
 AG7623'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7623'3.7 MI SW FROM RUBONIA.
 AG7623'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7623'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7623'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7623'ROAD AND THE MARK VICINITY.
 AG7623'THE MARK IS SET IN THE SOUTHEAST CORNER OF A SMALL BRIDGE
 AG7623'ABOUT 0.05 MILE SOUTH OF THE ROAD JUNCTION, 10 FEET
 AG7623'EAST-SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE, AND
 AG7623'1 FOOT SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 AG7623'THE MARK IS ABOVE LEVEL WITH PAVEMENT.
 AG7623
 AG7623                          STATION RECOVERY (1990)
 AG7623
 AG7623'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7622 ***********************************************************************
 AG7622  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7622  DESIGNATION -  872 6318 E TIDAL
 AG7622  PID         -  AG7622
 AG7622  STATE/COUNTY-  FL/MANATEE
 AG7622  USGS QUAD   -  PALMETTO (1987)
 AG7622
 AG7622                         *CURRENT SURVEY CONTROL
 AG7622  ___________________________________________________________________
 AG7622* NAD 83(1986)-  27 34 05.     (N)    082 35 36.     (W)     SCALED    
 AG7622* NAVD 88     -         0.648  (meters)       2.13   (feet)  ADJUSTED  
 AG7622  ___________________________________________________________________
 AG7622  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG7622  DYNAMIC HT  -           0.647 (meters)       2.12  (feet)  COMP
 AG7622  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AG7622
 AG7622  VERT ORDER  -  SECOND    CLASS I
 AG7622
 AG7622.The horizontal coordinates were scaled from a topographic map and have
 AG7622.an estimated accuracy of +/- 6 seconds.
 AG7622
 AG7622.The orthometric height was determined by differential leveling
 AG7622.and adjusted by the National Geodetic Survey in June 1991..
 AG7622
 AG7622.This Tidal Bench Mark is designated as VM 10627
 AG7622.by the Center for Operational Oceanographic Products and Services.
 AG7622
 AG7622.The geoid height was determined by GEOID03.
 AG7622
 AG7622.The dynamic height is computed by dividing the NAVD 88
 AG7622.geopotential number by the normal gravity value computed on the
 AG7622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7622.degrees latitude (g = 980.6199 gals.).
 AG7622
 AG7622.The modeled gravity was interpolated from observed gravity values.
 AG7622
 AG7622;                    North         East    Units  Estimated Accuracy
 AG7622;SPC FL W     -   358,490.      141,410.      MT  (+/- 180 meters Scaled)
 AG7622
 AG7622                          SUPERSEDED SURVEY CONTROL
 AG7622
 AG7622.No superseded survey control is available for this station.
 AG7622
 AG7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427503(NAD 83)
 AG7622_MARKER: DJ = TIDAL STATION DISK
 AG7622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7622_SP_SET: CONCRETE POST
 AG7622_STAMPING: 6318 E 1977
 AG7622_MARK LOGO: NOS   
 AG7622_PROJECTION: FLUSH
 AG7622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7622+STABILITY: SURFACE MOTION
 AG7622
 AG7622  HISTORY     - Date     Condition        Report By
 AG7622  HISTORY     - 1977     MONUMENTED       NOS
 AG7622  HISTORY     - 1982     GOOD             FLDNR
 AG7622  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7622
 AG7622                          STATION DESCRIPTION
 AG7622
 AG7622'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7622'3.7 MI SW FROM RUBONIA.
 AG7622'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7622'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7622'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7622'ROAD AND THE MARK VICINITY.
 AG7622'THE MARK IS ABOUT 0.1 MILE SOUTH ON BAYSHORE DRIVE FROM BOOTS POINT
 AG7622'ROAD, 215 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A SMALL
 AG7622'BRIDGE, 14 FEET EAST-SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7622'AND 1.3 FEET NORTHWEST OF A POWER POLE.
 AG7622
 AG7622                          STATION RECOVERY (1990)
 AG7622
 AG7622'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7626 ***********************************************************************
 AG7626  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7626  DESIGNATION -  872 6318 F TIDAL
 AG7626  PID         -  AG7626
 AG7626  STATE/COUNTY-  FL/MANATEE
 AG7626  USGS QUAD   -  PALMETTO (1987)
 AG7626
 AG7626                         *CURRENT SURVEY CONTROL
 AG7626  ___________________________________________________________________
 AG7626* NAD 83(1986)-  27 34 05.     (N)    082 35 36.     (W)     SCALED    
 AG7626* NAVD 88     -         0.755  (meters)       2.48   (feet)  ADJUSTED  
 AG7626  ___________________________________________________________________
 AG7626  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG7626  DYNAMIC HT  -           0.754 (meters)       2.47  (feet)  COMP
 AG7626  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AG7626
 AG7626  VERT ORDER  -  SECOND    CLASS I
 AG7626
 AG7626.The horizontal coordinates were scaled from a topographic map and have
 AG7626.an estimated accuracy of +/- 6 seconds.
 AG7626
 AG7626.The orthometric height was determined by differential leveling
 AG7626.and adjusted by the National Geodetic Survey in June 1991..
 AG7626
 AG7626.This Tidal Bench Mark is designated as VM 11224
 AG7626.by the Center for Operational Oceanographic Products and Services.
 AG7626
 AG7626.The geoid height was determined by GEOID03.
 AG7626
 AG7626.The dynamic height is computed by dividing the NAVD 88
 AG7626.geopotential number by the normal gravity value computed on the
 AG7626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7626.degrees latitude (g = 980.6199 gals.).
 AG7626
 AG7626.The modeled gravity was interpolated from observed gravity values.
 AG7626
 AG7626;                    North         East    Units  Estimated Accuracy
 AG7626;SPC FL W     -   358,490.      141,410.      MT  (+/- 180 meters Scaled)
 AG7626
 AG7626                          SUPERSEDED SURVEY CONTROL
 AG7626
 AG7626.No superseded survey control is available for this station.
 AG7626
 AG7626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427503(NAD 83)
 AG7626_MARKER: DJ = TIDAL STATION DISK
 AG7626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7626_SP_SET: CONCRETE BRIDGE CURB
 AG7626_STAMPING: 6318 F 1982
 AG7626_MARK LOGO: NOS   
 AG7626_PROJECTION: FLUSH
 AG7626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7626_ROD/PIPE-DEPTH: 4.88 meters
 AG7626
 AG7626  HISTORY     - Date     Condition        Report By
 AG7626  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7626  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7626
 AG7626                          STATION DESCRIPTION
 AG7626
 AG7626'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7626'3.7 MI SW FROM RUBONIA.
 AG7626'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7626'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7626'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7626'ROAD AND THE MARK VICINITY.
 AG7626'THE MARK BEARS 53.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AG7626'THE HOUSE AT 24 BOOTS POINT ROAD, 12.25 FEET EAST OF THE CENTERLINE
 AG7626'OF BOOTS POINT ROAD, 5.25 FEET WEST-NORTHWEST OF THE NORTHWEST
 AG7626'FENCE CORNER OF A CHAIN-LINK FENCE, AND 97.9 FEET SOUTH OF POWER
 AG7626'POLE NO. 5-1185-5423-0-7.
 AG7626'THE MARK IS 1 FT BELOW ROAD.
 AG7626
 AG7626                          STATION RECOVERY (1990)
 AG7626
 AG7626'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7616 ***********************************************************************
 AG7616  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7616  DESIGNATION -  872 6319 A TIDAL
 AG7616  PID         -  AG7616
 AG7616  STATE/COUNTY-  FL/MANATEE
 AG7616  USGS QUAD   -  PALMETTO (1987)
 AG7616
 AG7616                         *CURRENT SURVEY CONTROL
 AG7616  ___________________________________________________________________
 AG7616* NAD 83(1986)-  27 34 16.     (N)    082 34 22.     (W)     SCALED    
 AG7616* NAVD 88     -         1.132  (meters)       3.71   (feet)  ADJUSTED  
 AG7616  ___________________________________________________________________
 AG7616  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG7616  DYNAMIC HT  -           1.131 (meters)       3.71  (feet)  COMP
 AG7616  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AG7616
 AG7616  VERT ORDER  -  SECOND    CLASS I
 AG7616
 AG7616.The horizontal coordinates were scaled from a topographic map and have
 AG7616.an estimated accuracy of +/- 6 seconds.
 AG7616
 AG7616.The orthometric height was determined by differential leveling
 AG7616.and adjusted by the National Geodetic Survey in June 1991..
 AG7616
 AG7616.This Tidal Bench Mark is designated as VM 6203
 AG7616.by the Center for Operational Oceanographic Products and Services.
 AG7616
 AG7616.The geoid height was determined by GEOID03.
 AG7616
 AG7616.The dynamic height is computed by dividing the NAVD 88
 AG7616.geopotential number by the normal gravity value computed on the
 AG7616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7616.degrees latitude (g = 980.6199 gals.).
 AG7616
 AG7616.The modeled gravity was interpolated from observed gravity values.
 AG7616
 AG7616;                    North         East    Units  Estimated Accuracy
 AG7616;SPC FL W     -   358,820.      143,440.      MT  (+/- 180 meters Scaled)
 AG7616
 AG7616                          SUPERSEDED SURVEY CONTROL
 AG7616
 AG7616.No superseded survey control is available for this station.
 AG7616
 AG7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447506(NAD 83)
 AG7616_MARKER: DJ = TIDAL STATION DISK
 AG7616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7616_SP_SET: CONCRETE POST
 AG7616_STAMPING: 6319 A 1977
 AG7616_MARK LOGO: NOS   
 AG7616_PROJECTION: PROJECTING 25 CENTIMETERS
 AG7616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7616+STABILITY: SURFACE MOTION
 AG7616
 AG7616  HISTORY     - Date     Condition        Report By
 AG7616  HISTORY     - 1977     MONUMENTED       NOS
 AG7616  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AG7616  HISTORY     - 1990     GOOD             USPSQD
 AG7616  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7616
 AG7616                          STATION DESCRIPTION
 AG7616
 AG7616'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7616'1.9 MI SW FROM RUBONIA.
 AG7616'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER
 AG7616'TERRA CEIA BAY, GO 0.3 MILE NORTH TO BAYSHORE DRIVE AND THE MARK.
 AG7616'THE MARK BEARS 70 FEET NORTHEAST OF THE CENTERLINE OF THE
 AG7616'NORTHBOUND LANE OF U.S. 19, 21 FEET SOUTHEAST OF THE CENTERLINE
 AG7616'OF BAYSHORE DRIVE, AND 3.5 FEET NORTH OF A POWER POLE WITH A
 AG7616'WITNESS SIGN ATTACHED.  THE MARK SHOULD BE USED WITH CAUTION AS
 AG7616'THE POST IS LEANING SLIGHTLY AND THE GROUND AROUND THE POST IS
 AG7616'SOFT.
 AG7616
 AG7616                          STATION RECOVERY (1990)
 AG7616
 AG7616'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7616'RECOVERED IN GOOD CONDITION.
 AG7616
 AG7616                          STATION RECOVERY (2003)
 AG7616
 AG7616'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7616'SITE OF MARK IS UNDER A LARGE BRUSH PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7613 ***********************************************************************
 AG7613  DESIGNATION -  872 6319 G TIDAL FLDT
 AG7613  PID         -  AG7613
 AG7613  STATE/COUNTY-  FL/MANATEE
 AG7613  USGS QUAD   -  PALMETTO (1987)
 AG7613
 AG7613                         *CURRENT SURVEY CONTROL
 AG7613  ___________________________________________________________________
 AG7613* NAD 83(1986)-  27 34 05.     (N)    082 34 07.     (W)     SCALED    
 AG7613* NAVD 88     -         3.942  (meters)      12.93   (feet)  ADJUSTED  
 AG7613  ___________________________________________________________________
 AG7613  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG7613  DYNAMIC HT  -           3.936 (meters)      12.91  (feet)  COMP
 AG7613  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AG7613
 AG7613  VERT ORDER  -  SECOND    CLASS I
 AG7613
 AG7613.The horizontal coordinates were scaled from a topographic map and have
 AG7613.an estimated accuracy of +/- 6 seconds.
 AG7613
 AG7613.The orthometric height was determined by differential leveling
 AG7613.and adjusted by the National Geodetic Survey in June 1991..
 AG7613
 AG7613.The geoid height was determined by GEOID03.
 AG7613
 AG7613.The dynamic height is computed by dividing the NAVD 88
 AG7613.geopotential number by the normal gravity value computed on the
 AG7613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7613.degrees latitude (g = 980.6199 gals.).
 AG7613
 AG7613.The modeled gravity was interpolated from observed gravity values.
 AG7613
 AG7613;                    North         East    Units  Estimated Accuracy
 AG7613;SPC FL W     -   358,470.      143,850.      MT  (+/- 180 meters Scaled)
 AG7613
 AG7613                          SUPERSEDED SURVEY CONTROL
 AG7613
 AG7613.No superseded survey control is available for this station.
 AG7613
 AG7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL451503(NAD 83)
 AG7613_MARKER: DB = BENCH MARK DISK
 AG7613_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7613_SP_SET: CONCRETE BRIDGE WINGWALL
 AG7613_STAMPING: 6319 G
 AG7613_MARK LOGO: FLDT  
 AG7613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7613+STABILITY: SURFACE MOTION
 AG7613
 AG7613  HISTORY     - Date     Condition        Report By
 AG7613  HISTORY     - UNK      MONUMENTED       FLDT
 AG7613  HISTORY     - 1982     GOOD             FLDNR
 AG7613  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7613
 AG7613                          STATION DESCRIPTION
 AG7613
 AG7613'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7613'1.8 MI SW FROM RUBONIA.
 AG7613'THE MARK IS AT THE SOUTHEAST END OF THE U.S. HIGHWAY 19 SOUTHBOUND
 AG7613'BRIDGE, 21 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE,
 AG7613'24.25 FEET SOUTHWEST OF THE SOUTH CORNER OF THE NORTHBOUND BRIDGE,
 AG7613'AND IS SET IN THE BRIDGE ABUTMENT WINGWALL.  THE MARK WAS STAMPED
 AG7613'BY FLDNR.
 AG7613'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AG7613
 AG7613                          STATION RECOVERY (2003)
 AG7613
 AG7613'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5454 ***********************************************************************
 AG5454  DESIGNATION -  872 6347 TIDAL 1
 AG5454  PID         -  AG5454
 AG5454  STATE/COUNTY-  FL/PINELLAS
 AG5454  USGS QUAD   -  EGMONT KEY (1981)
 AG5454
 AG5454                         *CURRENT SURVEY CONTROL
 AG5454  ___________________________________________________________________
 AG5454* NAD 83(1986)-  27 36 03.     (N)    082 45 38.     (W)     SCALED    
 AG5454* NAVD 88     -         2.264  (meters)       7.43   (feet)  ADJUSTED  
 AG5454  ___________________________________________________________________
 AG5454  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG5454  DYNAMIC HT  -           2.261 (meters)       7.42  (feet)  COMP
 AG5454  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AG5454
 AG5454  VERT ORDER  -  FIRST     CLASS II
 AG5454
 AG5454.The horizontal coordinates were scaled from a topographic map and have
 AG5454.an estimated accuracy of +/- 6 seconds.
 AG5454
 AG5454.The orthometric height was determined by differential leveling
 AG5454.and adjusted by the National Geodetic Survey in June 1991..
 AG5454
 AG5454.The geoid height was determined by GEOID03.
 AG5454
 AG5454.The dynamic height is computed by dividing the NAVD 88
 AG5454.geopotential number by the normal gravity value computed on the
 AG5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5454.degrees latitude (g = 980.6199 gals.).
 AG5454
 AG5454.The modeled gravity was interpolated from observed gravity values.
 AG5454
 AG5454;                    North         East    Units  Estimated Accuracy
 AG5454;SPC FL W     -   362,210.      124,920.      MT  (+/- 180 meters Scaled)
 AG5454
 AG5454                          SUPERSEDED SURVEY CONTROL
 AG5454
 AG5454  NGVD 29 (??/??/92)    2.553  (m)            8.38   (f) ADJ UNCH    1 2
 AG5454
 AG5454.Superseded values are not recommended for survey control.
 AG5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5454.See file dsdata.txt to determine how the superseded data were derived.
 AG5454
 AG5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL262542(NAD 83)
 AG5454_MARKER: DJ = TIDAL STATION DISK
 AG5454_SETTING: 0 = UNSPECIFIED SETTING
 AG5454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5454
 AG5454  HISTORY     - Date     Condition        Report By
 AG5454  HISTORY     - UNK      MONUMENTED       CGS
 AG5454  HISTORY     - 1969     GOOD             NGS
 AG5454  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5454
 AG5454                          STATION DESCRIPTION
 AG5454
 AG5454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AG5454'16.5 MI SW FROM ST PETERSBURG.
 AG5454'TIDAL 1 IS A CHISELED MARK ABOUT 2 1/2 INCHES IN DIAMETER, 1/2
 AG5454'INCH DEEP, ON THRESHOLD ON ENTRANCE TO EGMONT KEY LIGHTHOUSE.
 AG5454'IT IS ABOUT 1 FOOT FROM RIGHT-HAND EDGE OF DOOR AS ONE ENTERS.
 AG5454
 AG5454                          STATION RECOVERY (1989)
 AG5454
 AG5454'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAS)
 AG5454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5450 ***********************************************************************
 AG5450  DESIGNATION -  872 6347 TIDAL 4
 AG5450  PID         -  AG5450
 AG5450  STATE/COUNTY-  FL/PINELLAS
 AG5450  USGS QUAD   -  EGMONT KEY (1981)
 AG5450
 AG5450                         *CURRENT SURVEY CONTROL
 AG5450  ___________________________________________________________________
 AG5450* NAD 83(1986)-  27 36 04.     (N)    082 45 38.     (W)     SCALED    
 AG5450* NAVD 88     -         2.196  (meters)       7.20   (feet)  ADJUSTED  
 AG5450  ___________________________________________________________________
 AG5450  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG5450  DYNAMIC HT  -           2.193 (meters)       7.19  (feet)  COMP
 AG5450  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AG5450
 AG5450  VERT ORDER  -  FIRST     CLASS II
 AG5450
 AG5450.The horizontal coordinates were scaled from a topographic map and have
 AG5450.an estimated accuracy of +/- 6 seconds.
 AG5450
 AG5450.The orthometric height was determined by differential leveling
 AG5450.and adjusted by the National Geodetic Survey in June 1991..
 AG5450
 AG5450.The geoid height was determined by GEOID03.
 AG5450
 AG5450.The dynamic height is computed by dividing the NAVD 88
 AG5450.geopotential number by the normal gravity value computed on the
 AG5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5450.degrees latitude (g = 980.6199 gals.).
 AG5450
 AG5450.The modeled gravity was interpolated from observed gravity values.
 AG5450
 AG5450;                    North         East    Units  Estimated Accuracy
 AG5450;SPC FL W     -   362,240.      124,920.      MT  (+/- 180 meters Scaled)
 AG5450
 AG5450                          SUPERSEDED SURVEY CONTROL
 AG5450
 AG5450  NGVD 29 (??/??/92)    2.485  (m)            8.15   (f) ADJ UNCH    1 2
 AG5450
 AG5450.Superseded values are not recommended for survey control.
 AG5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5450.See file dsdata.txt to determine how the superseded data were derived.
 AG5450
 AG5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL262542(NAD 83)
 AG5450_MARKER: DJ = TIDAL STATION DISK
 AG5450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5450_SP_SET: PLATFORM
 AG5450_STAMPING: NO 4
 AG5450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5450
 AG5450  HISTORY     - Date     Condition        Report By
 AG5450  HISTORY     - UNK      MONUMENTED       CGS
 AG5450  HISTORY     - 1969     GOOD             NGS
 AG5450  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5450
 AG5450                          STATION DESCRIPTION
 AG5450
 AG5450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AG5450'16.5 MI SW FROM ST PETERSBURG.
 AG5450'TIDAL 4 IS A STANDARD DISK, STAMPED NO 4, SET IN SOUTHWEST CORNER
 AG5450'OF CONCRETE PLATFORM ON REAR OF WAREHOUSE BUILDING ON LIGHTHOUSE
 AG5450'DOCK.  CONCRETE PLATFORM IS 2 1/2 FEET ABOVE GROUND.  BENCH MARK
 AG5450'IS 1/2 FOOT FROM SOUTH FACE OF PLATFORM AND 1/2 FOOT EAST OF WEST
 AG5450'FACE OF PLATFORM.  IT IS LOCATED AT LIGHTHOUSE RESERVATION ON
 AG5450'EGMONT KEY.
 AG5450
 AG5450                          STATION RECOVERY (2000)
 AG5450
 AG5450'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5452 ***********************************************************************
 AG5452  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5452  DESIGNATION -  872 6347 TIDAL 5
 AG5452  PID         -  AG5452
 AG5452  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5452  USGS QUAD   -  EGMONT KEY (1981)
 AG5452
 AG5452                         *CURRENT SURVEY CONTROL
 AG5452  ___________________________________________________________________
 AG5452* NAD 83(1986)-  27 36 02.     (N)    082 45 37.     (W)     SCALED    
 AG5452* NAVD 88     -         1.298  (meters)       4.26   (feet)  ADJUSTED  
 AG5452  ___________________________________________________________________
 AG5452  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG5452  DYNAMIC HT  -           1.296 (meters)       4.25  (feet)  COMP
 AG5452  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AG5452
 AG5452  VERT ORDER  -  FIRST     CLASS II
 AG5452
 AG5452.The horizontal coordinates were scaled from a topographic map and have
 AG5452.an estimated accuracy of +/- 6 seconds.
 AG5452
 AG5452.The orthometric height was determined by differential leveling
 AG5452.and adjusted by the National Geodetic Survey in June 1991..
 AG5452
 AG5452.This Tidal Bench Mark is designated as VM 11512
 AG5452.by the Center for Operational Oceanographic Products and Services.
 AG5452
 AG5452.The geoid height was determined by GEOID03.
 AG5452
 AG5452.The dynamic height is computed by dividing the NAVD 88
 AG5452.geopotential number by the normal gravity value computed on the
 AG5452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5452.degrees latitude (g = 980.6199 gals.).
 AG5452
 AG5452.The modeled gravity was interpolated from observed gravity values.
 AG5452
 AG5452;                    North         East    Units  Estimated Accuracy
 AG5452;SPC FL W     -   362,180.      124,950.      MT  (+/- 180 meters Scaled)
 AG5452
 AG5452                          SUPERSEDED SURVEY CONTROL
 AG5452
 AG5452  NGVD 29 (??/??/92)    1.588  (m)            5.21   (f) ADJ UNCH    1 2
 AG5452
 AG5452.Superseded values are not recommended for survey control.
 AG5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5452.See file dsdata.txt to determine how the superseded data were derived.
 AG5452
 AG5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL262541(NAD 83)
 AG5452_MARKER: DJ = TIDAL STATION DISK
 AG5452_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG5452+WITH SETTING: PAVEMENT
 AG5452_SP_SET: FLAGPOLE BASE
 AG5452_STAMPING: NO V
 AG5452_MARK LOGO: CGS   
 AG5452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5452+STABILITY: SURFACE MOTION
 AG5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5452+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 AG5452
 AG5452  HISTORY     - Date     Condition        Report By
 AG5452  HISTORY     - 1937     MONUMENTED       CGS
 AG5452  HISTORY     - 1969     GOOD             NGS
 AG5452  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5452  HISTORY     - 20020422 GOOD             FLDEP
 AG5452
 AG5452                          STATION DESCRIPTION
 AG5452
 AG5452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AG5452'16.5 MI SW FROM ST PETERSBURG.
 AG5452'TIDAL 5 IS A STANDARD DISK, STAMPED NO V, SET IN CONCRETE BASE ON
 AG5452'EAST SIDE OF FLAGPOLE ON LIGHTHOUSE RESERVATION.  POLE IS LOCATED
 AG5452'IN FRONT OF OLD LIGHTKEEPERS HOUSE.
 AG5452
 AG5452                          STATION RECOVERY (2000)
 AG5452
 AG5452'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5452'MARK NOT FOUND.
 AG5452
 AG5452                          STATION RECOVERY (2002)
 AG5452
 AG5452'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (RWH)
 AG5452'THE MARK IS ABOUT 16.5 MI SOUTHWEST OF ST. PETERSBURG ON THE NORTH END
 AG5452'OF EGMONT KEY  STATE PARK, NEAR THE MOUTH OF TAMPA BAY.
 AG5452' 
 AG5452'TO REACH THE MARK FROM THE SOUTHERN TIP OF MULLET KEY SOUTH OF ST.
 AG5452'PETERSBURG, BY  BOAT GO SOUTHWEST FOR ABOUT 1.5 MI TO THE NORTH END OF
 AG5452'EGMONT KEY STATE PARK AND THE  MARK, SET FLUSH IN THE NORTHEAST CORNER
 AG5452'OF THE FLAG POLE BASE, ABOUT 0.5 FT ABOVE THE  LEVEL OF THE GROUND.
 AG5452' 
 AG5452'LOCATED 179.9 FT NORTHEAST OF TIDAL MARK NO VI 1937, 160.3 FT
 AG5452'SOUTHEAST OF THE CENTER OF  THE LIGHTHOUSE DOOR, 153.2 FT SOUTHEAST OF
 AG5452'TIDAL MARK 6347 A 1976, 133.1 FT SOUTHEAST OF  TIDAL MARK 6347 C 1976,
 AG5452'95.8 FT SOUTHWEST OF TIDAL MARK 6347 J 1983, 9.3 FT NORTHWEST OF  THE
 AG5452'CENTER OF TWO LARGE NAVIGATION RANGE LIGHTS (3.0 FT DIAMETER CONCRETE
 AG5452'BASE) AND 0.6  FT NORTHEAST OF THE CENTER OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5451 ***********************************************************************
 AG5451  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5451  DESIGNATION -  872 6347 TIDAL 6
 AG5451  PID         -  AG5451
 AG5451  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5451  USGS QUAD   -  EGMONT KEY (1981)
 AG5451
 AG5451                         *CURRENT SURVEY CONTROL
 AG5451  ___________________________________________________________________
 AG5451* NAD 83(1986)-  27 36 04.     (N)    082 45 36.     (W)     SCALED    
 AG5451* NAVD 88     -         1.295  (meters)       4.25   (feet)  ADJUSTED  
 AG5451  ___________________________________________________________________
 AG5451  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG5451  DYNAMIC HT  -           1.293 (meters)       4.24  (feet)  COMP
 AG5451  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AG5451
 AG5451  VERT ORDER  -  FIRST     CLASS II
 AG5451
 AG5451.The horizontal coordinates were scaled from a topographic map and have
 AG5451.an estimated accuracy of +/- 6 seconds.
 AG5451
 AG5451.The orthometric height was determined by differential leveling
 AG5451.and adjusted by the National Geodetic Survey in June 1991..
 AG5451
 AG5451.This Tidal Bench Mark is designated as VM 11513
 AG5451.by the Center for Operational Oceanographic Products and Services.
 AG5451
 AG5451.The geoid height was determined by GEOID03.
 AG5451
 AG5451.The dynamic height is computed by dividing the NAVD 88
 AG5451.geopotential number by the normal gravity value computed on the
 AG5451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5451.degrees latitude (g = 980.6199 gals.).
 AG5451
 AG5451.The modeled gravity was interpolated from observed gravity values.
 AG5451
 AG5451;                    North         East    Units  Estimated Accuracy
 AG5451;SPC FL W     -   362,240.      124,980.      MT  (+/- 180 meters Scaled)
 AG5451
 AG5451                          SUPERSEDED SURVEY CONTROL
 AG5451
 AG5451  NGVD 29 (??/??/92)    1.585  (m)            5.20   (f) ADJ UNCH    1 2
 AG5451
 AG5451.Superseded values are not recommended for survey control.
 AG5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5451.See file dsdata.txt to determine how the superseded data were derived.
 AG5451
 AG5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL263542(NAD 83)
 AG5451_MARKER: DJ = TIDAL STATION DISK
 AG5451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5451_SP_SET: RADIO TOWER BASE
 AG5451_STAMPING: NO VI 1937
 AG5451_MARK LOGO: CGS   
 AG5451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5451+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 AG5451
 AG5451  HISTORY     - Date     Condition        Report By
 AG5451  HISTORY     - 1937     MONUMENTED       CGS
 AG5451  HISTORY     - 1969     GOOD             NGS
 AG5451  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5451  HISTORY     - 20020422 GOOD             FLDEP
 AG5451
 AG5451                          STATION DESCRIPTION
 AG5451
 AG5451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AG5451'16.5 MI SW FROM ST PETERSBURG.
 AG5451'TIDAL 6 IS A STANDARD DISK, STAMPED NO VI, SET IN SOUTHWEST CORNER
 AG5451'OF REMAINS OF BASE OF OLD RADIO TOWER AT HEAD OF DOCK, 5 FEET
 AG5451'SOUTH OF DOCK AND 10 FEET WEST OF WALK LEADING TO LIGHTKEEPERS
 AG5451'HOUSE.
 AG5451
 AG5451                          STATION RECOVERY (2000)
 AG5451
 AG5451'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5451'MARK NOT FOUND.
 AG5451
 AG5451                          STATION RECOVERY (2002)
 AG5451
 AG5451'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (RWH)
 AG5451'THE MARK IS ABOUT 16.5 MI SOUTHWEST OF ST. PETERSBURG ON THE NORTH END
 AG5451'OF EGMONT KEY  STATE PARK, NEAR THE MOUTH OF TAMPA BAY.    TO REACH
 AG5451'THE MARK FROM THE SOUTHERN TIP OF MULLET KEY SOUTH OF ST. PETERSBURG,
 AG5451'BY  BOAT GO SOUTHWEST FOR ABOUT 1.5 MI TO THE NORTH END OF EGMONT KEY
 AG5451'STATE PARK AND THE  MARK, SET FLUSH IN THE SOUTHWESTERN MOST ONE OF
 AG5451'FOUR CONCRETE BASE SUPPORTS FOR AN  OLD RADIO TOWER (EACH OF THE FOUR
 AG5451'CONCRETE BASE SUPPORTS ARE A 5.0 FT SQUARE),  PROJECTING 0.1 FT ABOVE
 AG5451'THE LEVEL OF THE GROUND.
 AG5451' 
 AG5451'LOCATED ABOUT 260.0 FT EAST-NORTHEAST OF THE CENTER OF THE LIGHTHOUSE
 AG5451'DOOR, 179.9 FT  SOUTHWEST OF TIDAL MARK NO V, 43.9 FT SOUTH-SOUTHWEST
 AG5451'OF THE SOUTHWEST CORNER OF THE  WOOD DOCK, 8.3 FT SOUTH-SOUTHWEST OF
 AG5451'AN EYE BOLT SET IN CONCRETE IN THE CENTER OF THE  FOUR CONCRETE BASE
 AG5451'(THE EYE BOLT IS SET IN A 3.0 FT SQUARE CONCRETE BASE) AND 1.0 FT
 AG5451'NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5453 ***********************************************************************
 AG5453  DESIGNATION -  872 6347 TIDAL 7
 AG5453  PID         -  AG5453
 AG5453  STATE/COUNTY-  FL/PINELLAS
 AG5453  USGS QUAD   -  EGMONT KEY (1981)
 AG5453
 AG5453                         *CURRENT SURVEY CONTROL
 AG5453  ___________________________________________________________________
 AG5453* NAD 83(1986)-  27 36 04.     (N)    082 45 35.     (W)     SCALED    
 AG5453* NAVD 88     -         1.385  (meters)       4.54   (feet)  ADJUSTED  
 AG5453  ___________________________________________________________________
 AG5453  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG5453  DYNAMIC HT  -           1.383 (meters)       4.54  (feet)  COMP
 AG5453  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AG5453
 AG5453  VERT ORDER  -  FIRST     CLASS II
 AG5453
 AG5453.The horizontal coordinates were scaled from a topographic map and have
 AG5453.an estimated accuracy of +/- 6 seconds.
 AG5453
 AG5453.The orthometric height was determined by differential leveling
 AG5453.and adjusted by the National Geodetic Survey in June 1991..
 AG5453
 AG5453.The geoid height was determined by GEOID03.
 AG5453
 AG5453.The dynamic height is computed by dividing the NAVD 88
 AG5453.geopotential number by the normal gravity value computed on the
 AG5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5453.degrees latitude (g = 980.6199 gals.).
 AG5453
 AG5453.The modeled gravity was interpolated from observed gravity values.
 AG5453
 AG5453;                    North         East    Units  Estimated Accuracy
 AG5453;SPC FL W     -   362,240.      125,000.      MT  (+/- 180 meters Scaled)
 AG5453
 AG5453                          SUPERSEDED SURVEY CONTROL
 AG5453
 AG5453  NGVD 29 (??/??/92)    1.675  (m)            5.50   (f) ADJ UNCH    1 2
 AG5453
 AG5453.Superseded values are not recommended for survey control.
 AG5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5453.See file dsdata.txt to determine how the superseded data were derived.
 AG5453
 AG5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL263542(NAD 83)
 AG5453_MARKER: DJ = TIDAL STATION DISK
 AG5453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5453_SP_SET: CONCRETE FLOOR BEAM
 AG5453_STAMPING: B M 7 1951
 AG5453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5453
 AG5453  HISTORY     - Date     Condition        Report By
 AG5453  HISTORY     - 1951     MONUMENTED       CGS
 AG5453  HISTORY     - 1969     GOOD             NGS
 AG5453  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5453  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5453
 AG5453                          STATION DESCRIPTION
 AG5453
 AG5453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AG5453'16.5 MI SW FROM ST PETERSBURG.
 AG5453'TIDAL 7 IS A STANDARD DISK, STAMPED B.M. 7 1951, SET APPROXIMATELY
 AG5453'4 FEET FROM SOUTHWEST CORNER OF OLD DOCK, ON 6-INCH BY 22-INCH
 AG5453'CONCRETE FLOOR BEAM.  THIS BEAM IS ONE NEAREST TO SHORELINE AND
 AG5453'APPROXIMATELY PARALLEL TO IT.
 AG5453
 AG5453                          STATION RECOVERY (1989)
 AG5453
 AG5453'RECOVERY NOTE BY US POWER SQUADRON 1989 (SAS)
 AG5453'MARK NOT FOUND.
 AG5453
 AG5453                          STATION RECOVERY (2000)
 AG5453
 AG5453'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7675 ***********************************************************************
 AG7675  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7675  DESIGNATION -  872 6353 A TIDAL
 AG7675  PID         -  AG7675
 AG7675  STATE/COUNTY-  FL/MANATEE
 AG7675  USGS QUAD   -  PALMETTO (1987)
 AG7675
 AG7675                         *CURRENT SURVEY CONTROL
 AG7675  ___________________________________________________________________
 AG7675* NAD 83(1986)-  27 36 04.     (N)    082 33 17.     (W)     SCALED    
 AG7675* NAVD 88     -         1.054  (meters)       3.46   (feet)  ADJUSTED  
 AG7675  ___________________________________________________________________
 AG7675  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG7675  DYNAMIC HT  -           1.053 (meters)       3.45  (feet)  COMP
 AG7675  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 AG7675
 AG7675  VERT ORDER  -  SECOND    CLASS I
 AG7675
 AG7675.The horizontal coordinates were scaled from a topographic map and have
 AG7675.an estimated accuracy of +/- 6 seconds.
 AG7675
 AG7675.The orthometric height was determined by differential leveling
 AG7675.and adjusted by the National Geodetic Survey in June 1991..
 AG7675
 AG7675.This Tidal Bench Mark is designated as VM 6208
 AG7675.by the Center for Operational Oceanographic Products and Services.
 AG7675
 AG7675.The geoid height was determined by GEOID03.
 AG7675
 AG7675.The dynamic height is computed by dividing the NAVD 88
 AG7675.geopotential number by the normal gravity value computed on the
 AG7675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7675.degrees latitude (g = 980.6199 gals.).
 AG7675
 AG7675.The modeled gravity was interpolated from observed gravity values.
 AG7675
 AG7675;                    North         East    Units  Estimated Accuracy
 AG7675;SPC FL W     -   362,130.      145,240.      MT  (+/- 180 meters Scaled)
 AG7675
 AG7675                          SUPERSEDED SURVEY CONTROL
 AG7675
 AG7675.No superseded survey control is available for this station.
 AG7675
 AG7675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL465539(NAD 83)
 AG7675_MARKER: DJ = TIDAL STATION DISK
 AG7675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7675_SP_SET: COPPER-CLAD STEEL ROD
 AG7675_STAMPING: 6353 A 1977
 AG7675_MARK LOGO: NOS   
 AG7675_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7675_ROD/PIPE-DEPTH: 12.2 meters
 AG7675
 AG7675  HISTORY     - Date     Condition        Report By
 AG7675  HISTORY     - 1977     MONUMENTED       NOS
 AG7675  HISTORY     - 1983     GOOD             FLDNR
 AG7675
 AG7675                          STATION DESCRIPTION
 AG7675
 AG7675'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7675'12.3 MI SW FROM RUSKIN.
 AG7675'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7675'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7675'BISHOP HARBOR ROAD TO A PRIVATE DRIVE TO THE F. BURGER PROPERTY, GO
 AG7675'0.1 MILE WEST ON THE DRIVE TO THE BURGER RESIDENCE AND THE MARK
 AG7675'VICINITY.  THE MARK IS ABOUT 300 FEET WEST ALONG A TRACK ROAD FROM THE
 AG7675'ENTRANCE DRIVE, 16 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, AND
 AG7675'5 FEET NORTH OF THE EDGE OF MANGROVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7674 ***********************************************************************
 AG7674  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7674  DESIGNATION -  872 6353 B TIDAL
 AG7674  PID         -  AG7674
 AG7674  STATE/COUNTY-  FL/MANATEE
 AG7674  USGS QUAD   -  PALMETTO (1987)
 AG7674
 AG7674                         *CURRENT SURVEY CONTROL
 AG7674  ___________________________________________________________________
 AG7674* NAD 83(1986)-  27 36 04.     (N)    082 33 09.     (W)     SCALED    
 AG7674* NAVD 88     -         1.211  (meters)       3.97   (feet)  ADJUSTED  
 AG7674  ___________________________________________________________________
 AG7674  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG7674  DYNAMIC HT  -           1.209 (meters)       3.97  (feet)  COMP
 AG7674  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 AG7674
 AG7674  VERT ORDER  -  SECOND    CLASS I
 AG7674
 AG7674.The horizontal coordinates were scaled from a topographic map and have
 AG7674.an estimated accuracy of +/- 6 seconds.
 AG7674
 AG7674.The orthometric height was determined by differential leveling
 AG7674.and adjusted by the National Geodetic Survey in June 1991..
 AG7674
 AG7674.This Tidal Bench Mark is designated as VM 6209
 AG7674.by the Center for Operational Oceanographic Products and Services.
 AG7674
 AG7674.The geoid height was determined by GEOID03.
 AG7674
 AG7674.The dynamic height is computed by dividing the NAVD 88
 AG7674.geopotential number by the normal gravity value computed on the
 AG7674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7674.degrees latitude (g = 980.6199 gals.).
 AG7674
 AG7674.The modeled gravity was interpolated from observed gravity values.
 AG7674
 AG7674;                    North         East    Units  Estimated Accuracy
 AG7674;SPC FL W     -   362,130.      145,460.      MT  (+/- 180 meters Scaled)
 AG7674
 AG7674                          SUPERSEDED SURVEY CONTROL
 AG7674
 AG7674.No superseded survey control is available for this station.
 AG7674
 AG7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL467539(NAD 83)
 AG7674_MARKER: DJ = TIDAL STATION DISK
 AG7674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7674_SP_SET: COPPER-CLAD STEEL ROD
 AG7674_STAMPING: 6353 B 1977
 AG7674_MARK LOGO: NOS   
 AG7674_PROJECTION: FLUSH
 AG7674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7674_ROD/PIPE-DEPTH: 12.2 meters
 AG7674
 AG7674  HISTORY     - Date     Condition        Report By
 AG7674  HISTORY     - 1977     MONUMENTED       NOS
 AG7674  HISTORY     - 1983     GOOD             FLDNR
 AG7674
 AG7674                          STATION DESCRIPTION
 AG7674
 AG7674'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7674'12.15 MI SW FROM RUSKIN.
 AG7674'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7674'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7674'BISHOP HARBOR ROAD TO THE ENTRANCE GATE TO THE F. BURGER PROPERTY AND
 AG7674'THE MARK.  THE MARK BEARS 9 FEET WEST-NORTHWEST OF THE NORTH GATE
 AG7674'POST, 2 FEET SOUTHEAST OF POWER POLE 20-2, AND 10 FEET NORTH OF THE
 AG7674'CENTERLINE OF THE DIRT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7673 ***********************************************************************
 AG7673  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7673  DESIGNATION -  872 6353 C TIDAL
 AG7673  PID         -  AG7673
 AG7673  STATE/COUNTY-  FL/MANATEE
 AG7673  USGS QUAD   -  PALMETTO (1987)
 AG7673
 AG7673                         *CURRENT SURVEY CONTROL
 AG7673  ___________________________________________________________________
 AG7673* NAD 83(1986)-  27 36 04.     (N)    082 33 09.     (W)     SCALED    
 AG7673* NAVD 88     -         1.148  (meters)       3.77   (feet)  ADJUSTED  
 AG7673  ___________________________________________________________________
 AG7673  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG7673  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 AG7673  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 AG7673
 AG7673  VERT ORDER  -  SECOND    CLASS I
 AG7673
 AG7673.The horizontal coordinates were scaled from a topographic map and have
 AG7673.an estimated accuracy of +/- 6 seconds.
 AG7673
 AG7673.The orthometric height was determined by differential leveling
 AG7673.and adjusted by the National Geodetic Survey in June 1991..
 AG7673
 AG7673.This Tidal Bench Mark is designated as VM 6210
 AG7673.by the Center for Operational Oceanographic Products and Services.
 AG7673
 AG7673.The geoid height was determined by GEOID03.
 AG7673
 AG7673.The dynamic height is computed by dividing the NAVD 88
 AG7673.geopotential number by the normal gravity value computed on the
 AG7673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7673.degrees latitude (g = 980.6199 gals.).
 AG7673
 AG7673.The modeled gravity was interpolated from observed gravity values.
 AG7673
 AG7673;                    North         East    Units  Estimated Accuracy
 AG7673;SPC FL W     -   362,130.      145,460.      MT  (+/- 180 meters Scaled)
 AG7673
 AG7673                          SUPERSEDED SURVEY CONTROL
 AG7673
 AG7673.No superseded survey control is available for this station.
 AG7673
 AG7673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL467539(NAD 83)
 AG7673_MARKER: DJ = TIDAL STATION DISK
 AG7673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7673_SP_SET: CONCRETE POST
 AG7673_STAMPING: 6353 C 1977
 AG7673_MARK LOGO: NOS   
 AG7673_PROJECTION: RECESSED 5 CENTIMETERS
 AG7673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7673+STABILITY: SURFACE MOTION
 AG7673
 AG7673  HISTORY     - Date     Condition        Report By
 AG7673  HISTORY     - 1977     MONUMENTED       NOS
 AG7673  HISTORY     - 1983     GOOD             FLDNR
 AG7673
 AG7673                          STATION DESCRIPTION
 AG7673
 AG7673'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7673'12.15 MI SW FROM RUSKIN.
 AG7673'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7673'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7673'BISHOP HARBOR ROAD TO A PRIVATE BOAT LAUNCH ON THE PROPERTY OF F.
 AG7673'BURGER AND THE MARK.  THE MARK BEARS 1.8 FEET SOUTHWEST OF THE WEST
 AG7673'GATE POST TO THE BOAT LAUNCH, 13.5 FEET NORTH OF THE CENTERLINE OF A
 AG7673'DIRT DRIVE, AND 39 FEET NORTHWEST OF THE JUNCTION OF THE DIRT DRIVE
 AG7673'AND BISHOP HARBOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7672 ***********************************************************************
 AG7672  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7672  DESIGNATION -  872 6353 E TIDAL
 AG7672  PID         -  AG7672
 AG7672  STATE/COUNTY-  FL/MANATEE
 AG7672  USGS QUAD   -  PALMETTO (1987)
 AG7672
 AG7672                         *CURRENT SURVEY CONTROL
 AG7672  ___________________________________________________________________
 AG7672* NAD 83(1986)-  27 36 03.     (N)    082 33 06.     (W)     SCALED    
 AG7672* NAVD 88     -         0.586  (meters)       1.92   (feet)  ADJUSTED  
 AG7672  ___________________________________________________________________
 AG7672  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG7672  DYNAMIC HT  -           0.585 (meters)       1.92  (feet)  COMP
 AG7672  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 AG7672
 AG7672  VERT ORDER  -  SECOND    CLASS I
 AG7672
 AG7672.The horizontal coordinates were scaled from a topographic map and have
 AG7672.an estimated accuracy of +/- 6 seconds.
 AG7672
 AG7672.The orthometric height was determined by differential leveling
 AG7672.and adjusted by the National Geodetic Survey in June 1991..
 AG7672
 AG7672.This Tidal Bench Mark is designated as VM 6211
 AG7672.by the Center for Operational Oceanographic Products and Services.
 AG7672
 AG7672.The geoid height was determined by GEOID03.
 AG7672
 AG7672.The dynamic height is computed by dividing the NAVD 88
 AG7672.geopotential number by the normal gravity value computed on the
 AG7672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7672.degrees latitude (g = 980.6199 gals.).
 AG7672
 AG7672.The modeled gravity was interpolated from observed gravity values.
 AG7672
 AG7672;                    North         East    Units  Estimated Accuracy
 AG7672;SPC FL W     -   362,100.      145,540.      MT  (+/- 180 meters Scaled)
 AG7672
 AG7672                          SUPERSEDED SURVEY CONTROL
 AG7672
 AG7672.No superseded survey control is available for this station.
 AG7672
 AG7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL468539(NAD 83)
 AG7672_MARKER: DJ = TIDAL STATION DISK
 AG7672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7672_SP_SET: CONCRETE POST
 AG7672_STAMPING: 6353 E 1977
 AG7672_MARK LOGO: NOS   
 AG7672_PROJECTION: RECESSED 5 CENTIMETERS
 AG7672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7672+STABILITY: SURFACE MOTION
 AG7672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7672+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002
 AG7672
 AG7672  HISTORY     - Date     Condition        Report By
 AG7672  HISTORY     - 1977     MONUMENTED       NOS
 AG7672  HISTORY     - 1983     GOOD             FLDNR
 AG7672  HISTORY     - 20020602 GOOD             FLDEP
 AG7672
 AG7672                          STATION DESCRIPTION
 AG7672
 AG7672'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7672'12.15 MI SW FROM RUSKIN.
 AG7672'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7672'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7672'BISHOP HARBOR ROAD TO A PRIVATE BOAT LAUNCH ON THE RIGHT WHERE THE
 AG7672'PAVED ROAD MAKES A 90-DEGREE LEFT TURN.  THE MARK BEARS 19 FEET SOUTH
 AG7672'OF THE CENTERLINE OF BISHOP HARBOR ROAD, 1.8 FEET EAST OF TELEPHONE
 AG7672'POLE 201-20, AND 96 FEET SOUTHEAST OF THE WEST GATE POST TO THE BOAT
 AG7672'LAUNCH.
 AG7672
 AG7672                          STATION RECOVERY (2002)
 AG7672
 AG7672'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AG7672'THE MARK IS ABOUT 8.0 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 24,
 AG7672'TOWNSHIP 33 SOUTH,
 AG7672'RANGE 17 EAST.
 AG7672' 
 AG7672'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6
 AG7672'(MOCCASIN
 AG7672'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD
 AG7672'6
 AG7672'(MOCCASIN WALLOW ROAD) FOR 2.2 MI TO THE INTERSECTION OF U.S. HIGHWAY
 AG7672'41, CONTINUE WEST
 AG7672'ON BISHOP HARBOR ROAD FOR 0.75 MI TO THE MARK ON THE LEFT, SET IN THE
 AG7672'TOP OF A ROUND
 AG7672'CONCRETE MONUMENT, RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND
 AG7672'ABOUT 0.8 FT
 AG7672'BELOW THE LEVEL OF BISHOP HARBOR ROAD.
 AG7672' 
 AG7672'LOCATED 176.8 FT EAST OF THE CENTER OF A METAL GATE, 87.1 FT SOUTHEAST
 AG7672'OF THE CENTERLINE
 AG7672'OF AN UNIMPROVED BOAT RAMP, 19.0 FT SOUTH OF THE APPROXIMATE
 AG7672'CENTERLINE OF BISHOP
 AG7672'HARBOR ROAD, 9.1 FT SOUTH OF THE EDGE OF THE PAVEMENT OF BISHOP HARBOR
 AG7672'ROAD, 3.3 FT
 AG7672'SOUTHEAST OF A GTE TELEPHONE CABLE WARNING PEDESTAL AND 1.5 FT NORTH
 AG7672'OF A CARSONITE
 AG7672'WITNESS POST.
 AG7672'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7671 ***********************************************************************
 AG7671  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7671  DESIGNATION -  872 6353 F TIDAL
 AG7671  PID         -  AG7671
 AG7671  STATE/COUNTY-  FL/MANATEE
 AG7671  USGS QUAD   -  PALMETTO (1987)
 AG7671
 AG7671                         *CURRENT SURVEY CONTROL
 AG7671  ___________________________________________________________________
 AG7671* NAD 83(1986)-  27 36 04.     (N)    082 33 04.     (W)     SCALED    
 AG7671* NAVD 88     -         0.822  (meters)       2.70   (feet)  ADJUSTED  
 AG7671  ___________________________________________________________________
 AG7671  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG7671  DYNAMIC HT  -           0.821 (meters)       2.69  (feet)  COMP
 AG7671  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 AG7671
 AG7671  VERT ORDER  -  SECOND    CLASS I
 AG7671
 AG7671.The horizontal coordinates were scaled from a topographic map and have
 AG7671.an estimated accuracy of +/- 6 seconds.
 AG7671
 AG7671.The orthometric height was determined by differential leveling
 AG7671.and adjusted by the National Geodetic Survey in June 1991..
 AG7671
 AG7671.This Tidal Bench Mark is designated as VM 6212
 AG7671.by the Center for Operational Oceanographic Products and Services.
 AG7671
 AG7671.The geoid height was determined by GEOID03.
 AG7671
 AG7671.The dynamic height is computed by dividing the NAVD 88
 AG7671.geopotential number by the normal gravity value computed on the
 AG7671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7671.degrees latitude (g = 980.6199 gals.).
 AG7671
 AG7671.The modeled gravity was interpolated from observed gravity values.
 AG7671
 AG7671;                    North         East    Units  Estimated Accuracy
 AG7671;SPC FL W     -   362,130.      145,600.      MT  (+/- 180 meters Scaled)
 AG7671
 AG7671                          SUPERSEDED SURVEY CONTROL
 AG7671
 AG7671.No superseded survey control is available for this station.
 AG7671
 AG7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL469539(NAD 83)
 AG7671_MARKER: DJ = TIDAL STATION DISK
 AG7671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7671_SP_SET: CONCRETE POST
 AG7671_STAMPING: 6353 F 1977
 AG7671_MARK LOGO: NOS   
 AG7671_PROJECTION: FLUSH
 AG7671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7671+STABILITY: SURFACE MOTION
 AG7671
 AG7671  HISTORY     - Date     Condition        Report By
 AG7671  HISTORY     - 1977     MONUMENTED       NOS
 AG7671  HISTORY     - 1983     GOOD             FLDNR
 AG7671
 AG7671                          STATION DESCRIPTION
 AG7671
 AG7671'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7671'12.05 MI SW FROM RUSKIN.
 AG7671'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7671'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.7 MILE WEST ON
 AG7671'BISHOP HARBOR ROAD TO THE MARK.  THE MARK BEARS 25 FEET NORTH OF THE
 AG7671'CENTERLINE OF THE ROAD, 6.8 FEET SOUTH OF A BARBED WIRE FENCE, AND 1.8
 AG7671'FEET WEST OF TELEPHONE POLE 413-27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0290 ***********************************************************************
 AG0290  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0290  DESIGNATION -  872 6364 A TIDAL
 AG0290  PID         -  AG0290
 AG0290  STATE/COUNTY-  FL/PINELLAS
 AG0290  USGS QUAD   -  ANNA MARIA (1981)
 AG0290
 AG0290                         *CURRENT SURVEY CONTROL
 AG0290  ___________________________________________________________________
 AG0290* NAD 83(1986)-  27 36 55.     (N)    082 43 47.     (W)     SCALED    
 AG0290* NAVD 88     -         0.953  (meters)       3.13   (feet)  ADJUSTED  
 AG0290  ___________________________________________________________________
 AG0290  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AG0290  DYNAMIC HT  -           0.952 (meters)       3.12  (feet)  COMP
 AG0290  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AG0290
 AG0290  VERT ORDER  -  SECOND    CLASS I
 AG0290
 AG0290.The horizontal coordinates were scaled from a topographic map and have
 AG0290.an estimated accuracy of +/- 6 seconds.
 AG0290
 AG0290.The orthometric height was determined by differential leveling
 AG0290.and adjusted by the National Geodetic Survey in June 1991..
 AG0290
 AG0290.This Tidal Bench Mark is designated as VM 11302
 AG0290.by the Center for Operational Oceanographic Products and Services.
 AG0290
 AG0290.This Tidal Bench Mark is designated as VM 12106
 AG0290.by the Center for Operational Oceanographic Products and Services.
 AG0290
 AG0290.The geoid height was determined by GEOID03.
 AG0290
 AG0290.The dynamic height is computed by dividing the NAVD 88
 AG0290.geopotential number by the normal gravity value computed on the
 AG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0290.degrees latitude (g = 980.6199 gals.).
 AG0290
 AG0290.The modeled gravity was interpolated from observed gravity values.
 AG0290
 AG0290;                    North         East    Units  Estimated Accuracy
 AG0290;SPC FL W     -   363,790.      127,970.      MT  (+/- 180 meters Scaled)
 AG0290
 AG0290                          SUPERSEDED SURVEY CONTROL
 AG0290
 AG0290  NGVD 29 (??/??/92)    1.243  (m)            4.08   (f) ADJ UNCH    2 1
 AG0290
 AG0290.Superseded values are not recommended for survey control.
 AG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0290.See file dsdata.txt to determine how the superseded data were derived.
 AG0290
 AG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL293557(NAD 83)
 AG0290_MARKER: DB = BENCH MARK DISK
 AG0290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0290_SP_SET: CULVERT WINGWALL
 AG0290_STAMPING: 6364 A 1976
 AG0290_MARK LOGO: NOS   
 AG0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0290+STABILITY: SURFACE MOTION
 AG0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0290+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 AG0290
 AG0290  HISTORY     - Date     Condition        Report By
 AG0290  HISTORY     - 1976     MONUMENTED       NGS
 AG0290  HISTORY     - 1982     GOOD             FLDNR
 AG0290  HISTORY     - 19900418 GOOD             FLDNR
 AG0290  HISTORY     - 19991129 GOOD             USPSQD
 AG0290  HISTORY     - 20000130 GOOD             USPSQD
 AG0290  HISTORY     - 20010331 GOOD             NGS
 AG0290  HISTORY     - 20041001 GOOD             USPSQD
 AG0290
 AG0290                          STATION DESCRIPTION
 AG0290
 AG0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0290'IN ST PETERSBURG.
 AG0290'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0290'ALT HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0290'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0290'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0290'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0290'AND RUN WESTERLY FOR 1.15 MILES ON S.R. 699 TO A PAVED ROAD ON LEFT
 AG0290'(LEADING TO OLD FORT DESOTO AND FISHING PIER).  TURN LEFT ON PAVED
 AG0290'ROAD AND RUN SOUTHERLY FOR 0.05 MILES.  STATION ON LEFT, 218.4 FT.
 AG0290'SOUTH OF THE CENTERLINE OF S.R. 699, 30.0 FT. EAST OF THE CENTERLINE
 AG0290'OF PAVED ROAD, 46.5 FT. N.N.W. OF LONE 18 INCH AUSTRALION PINE TREE.
 AG0290'SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG0290
 AG0290                          STATION RECOVERY (1982)
 AG0290
 AG0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0290'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG0290'16 MILES SOUTHWEST OF ST PETERSBURG, AT THE FORT DESOTO PARK AREA
 AG0290'BETWEEN PIER 1 AND PIER 2, SET IN THE TOP OF A CONCRETE CULVERT
 AG0290'APPROXIMATELY 250 YARDS WEST OF BENCH MARK TH 60 RESET 1974 USE, 225
 AG0290'FEET SOUTH OF ANDERSON BLVD., 231 FEET NORTH OF THE SHORE LINE, 10.2
 AG0290'FEET NORTHWEST OF THE SOUTHEAST END OF CULVERT, AND 29.0 FEET EAST OF
 AG0290'THE CENTERLINE OF A ASPHALT ROAD.
 AG0290
 AG0290                          STATION RECOVERY (1990)
 AG0290
 AG0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG0290'RECOVERED IN GOOD CONDITION.
 AG0290
 AG0290                          STATION RECOVERY (1999)
 AG0290
 AG0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0290'RECOVERED IN GOOD CONDITION.
 AG0290
 AG0290                          STATION RECOVERY (2000)
 AG0290
 AG0290'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0290'RECOVERED IN GOOD CONDITION.
 AG0290
 AG0290                          STATION RECOVERY (2001)
 AG0290
 AG0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0290
 AG0290                          STATION RECOVERY (2004)
 AG0290
 AG0290'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9426 ***********************************************************************
 AG9426  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9426  DESIGNATION -  872 6364 B TIDAL
 AG9426  PID         -  AG9426
 AG9426  STATE/COUNTY-  FL/PINELLAS
 AG9426  USGS QUAD   -  ANNA MARIA (1981)
 AG9426
 AG9426                         *CURRENT SURVEY CONTROL
 AG9426  ___________________________________________________________________
 AG9426* NAD 83(1999)-  27 37 03.15027(N)    082 43 37.17172(W)     ADJUSTED  
 AG9426* NAVD 88     -         0.814  (meters)       2.67   (feet)  ADJUSTED  
 AG9426  ___________________________________________________________________
 AG9426  X           -     715,967.481 (meters)                     COMP
 AG9426  Y           -  -5,609,968.627 (meters)                     COMP
 AG9426  Z           -   2,939,006.595 (meters)                     COMP
 AG9426  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AG9426  ELLIP HEIGHT-         -23.52  (meters)          (05/31/01) GPS OBS
 AG9426  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AG9426  DYNAMIC HT  -           0.813 (meters)       2.67  (feet)  COMP
 AG9426  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 AG9426
 AG9426  HORZ ORDER  -  B
 AG9426  VERT ORDER  -  SECOND    CLASS I
 AG9426  ELLP ORDER  -  FIFTH     CLASS I
 AG9426
 AG9426.The horizontal coordinates were established by GPS observations
 AG9426.and adjusted by the National Geodetic Survey in May 2001..
 AG9426
 AG9426.The orthometric height was determined by differential leveling
 AG9426.and adjusted by the National Geodetic Survey in March 1995..
 AG9426
 AG9426.This Tidal Bench Mark is designated as VM 11303
 AG9426.by the Center for Operational Oceanographic Products and Services.
 AG9426
 AG9426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9426
 AG9426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9426
 AG9426.The ellipsoidal height was determined by GPS observations
 AG9426.and is referenced to NAD 83.
 AG9426
 AG9426.The geoid height was determined by GEOID03.
 AG9426
 AG9426.The dynamic height is computed by dividing the NAVD 88
 AG9426.geopotential number by the normal gravity value computed on the
 AG9426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9426.degrees latitude (g = 980.6199 gals.).
 AG9426
 AG9426.The modeled gravity was interpolated from observed gravity values.
 AG9426
 AG9426;                    North         East     Units Scale Factor Converg.
 AG9426;SPC FL W     -   364,039.880   128,243.930   MT  1.00000471   -0 20 13.3
 AG9426;SPC FL W     - 1,194,354.17    420,746.96   sFT  1.00000471   -0 20 13.3
 AG9426;UTM  17      - 3,056,027.484   329,587.220   MT  0.99995847   -0 48 02.8
 AG9426
 AG9426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9426!SPC FL W     -   1.00000369  x   1.00000471  =   1.00000840
 AG9426!UTM  17      -   1.00000369  x   0.99995847  =   0.99996216
 AG9426
 AG9426                          SUPERSEDED SURVEY CONTROL
 AG9426
 AG9426  NAD 83(1990)-  27 37 03.14938(N)    082 43 37.17149(W) AD(       ) B
 AG9426  ELLIP H (04/20/00)  -23.49   (m)                       GP(       ) 3 2
 AG9426  NAVD 88 (04/20/00)    0.81   (m)            2.7    (f) LEVELING    3  
 AG9426
 AG9426.Superseded values are not recommended for survey control.
 AG9426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9426.See file dsdata.txt to determine how the superseded data were derived.
 AG9426
 AG9426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2958756027(NAD 83)
 AG9426_MARKER: F = FLANGE-ENCASED ROD
 AG9426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9426_SP_SET: STAINLESS STEEL ROD
 AG9426_STAMPING: 6364 B 1990
 AG9426_MARK LOGO: NOS   
 AG9426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9426+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 AG9426
 AG9426  HISTORY     - Date     Condition        Report By
 AG9426  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9426  HISTORY     - 19991129 GOOD             USPSQD
 AG9426  HISTORY     - 20000203 GOOD             USPSQD
 AG9426  HISTORY     - 20000228 GOOD             FLDT
 AG9426  HISTORY     - 20010331 GOOD             NGS
 AG9426
 AG9426                          STATION DESCRIPTION
 AG9426
 AG9426'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9426'THE BENCH MARK IS LOCATED IN THE FORT DESOTO COUNTY PARK (PINELLAS
 AG9426'COUNTY).  TO REACH THE BENCH MARK FROM THE INTERSECTION OF 1ST AVENUE
 AG9426'NORTH AND 4TH STREET IN ST. PETERSBURG (POST OFFICE), GO WEST 2.5 MI
 AG9426'(4.02 KM) ON 1ST AVENUE NORTH TO 34TH STREET (U S HIGHWAY 19), THEN
 AG9426'GO SOUTH ON U S HIGHWAY 19, 3.6 MI (5.79 KM) TO PINELLAS BAYWAY
 AG9426'(STATE ROAD 682) TURN RIGHT GO WEST 2.3 MI (3.70 KM) ON STATE ROAD
 AG9426'682 TO THE INTERSECTION OF STATE ROAD 679.  TURN LEFT GO SOUTH 6.6 MI
 AG9426'(10.62 KM) ON STATE ROAD 679 TO ANDERSON BOULEVARD, TURN RIGHT GO
 AG9426'SOUTHWEST 1.1 MI (1.77 KM) ON ANDERSON BOULEVARD TO A PAVED ROAD (NO
 AG9426'NAME)LEADING TO FORT DESOTO PARK PARKING AREA AND FISHING PIER AND
 AG9426'THE MARK ON THE LEFT.  72.5 FT (22.10 M) SOUTHEAST OF A PAVED ROAD,
 AG9426'63.1 FT (19.23 M) NORTHWEST OF THE NORTH EDGE OF A PARKING LOT, 4.2
 AG9426'FT (1.28 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE PARK SIGN, 239.9
 AG9426'FT (73.12 M) NORTHEAST OF THE EAST EDGE OF THE SOUTHWEST ENTRANCE TO
 AG9426'THE PARKING LOT.
 AG9426
 AG9426                          STATION RECOVERY (1999)
 AG9426
 AG9426'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG9426'RECOVERED IN GOOD CONDITION.
 AG9426
 AG9426                          STATION RECOVERY (2000)
 AG9426
 AG9426'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG9426'RECOVERED IN GOOD CONDITION.
 AG9426
 AG9426                          STATION RECOVERY (2000)
 AG9426
 AG9426'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)
 AG9426'RECOVERED IN GOOD CONDITION WITH THIS CHANGE THE FISHING PIER IS NOW
 AG9426'CALL BAY PIER AND IS 4.2 FT (1.3 M) SOUTHWEST (NOT NORTHWEST) OF THE
 AG9426'SOUTHWEST CORNER OF THE BAY PIER SIGN.
 AG9426
 AG9426                          STATION RECOVERY (2001)
 AG9426
 AG9426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG9426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5204 ***********************************************************************
 AG5204  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5204  DESIGNATION -  872 6364 TIDAL 10
 AG5204  PID         -  AG5204
 AG5204  STATE/COUNTY-  FL/PINELLAS
 AG5204  USGS QUAD   -  ANNA MARIA (1981)
 AG5204
 AG5204                         *CURRENT SURVEY CONTROL
 AG5204  ___________________________________________________________________
 AG5204* NAD 83(1986)-  27 36 52.     (N)    082 44 14.     (W)     SCALED    
 AG5204* NAVD 88     -         1.622  (meters)       5.32   (feet)  ADJUSTED  
 AG5204  ___________________________________________________________________
 AG5204  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG5204  DYNAMIC HT  -           1.620 (meters)       5.32  (feet)  COMP
 AG5204  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 AG5204
 AG5204  VERT ORDER  -  FIRST     CLASS II
 AG5204
 AG5204.The horizontal coordinates were scaled from a topographic map and have
 AG5204.an estimated accuracy of +/- 6 seconds.
 AG5204
 AG5204.The orthometric height was determined by differential leveling
 AG5204.and adjusted by the National Geodetic Survey in March 1995..
 AG5204
 AG5204.This Tidal Bench Mark is designated as VM 11300
 AG5204.by the Center for Operational Oceanographic Products and Services.
 AG5204
 AG5204.The geoid height was determined by GEOID03.
 AG5204
 AG5204.The dynamic height is computed by dividing the NAVD 88
 AG5204.geopotential number by the normal gravity value computed on the
 AG5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5204.degrees latitude (g = 980.6199 gals.).
 AG5204
 AG5204.The modeled gravity was interpolated from observed gravity values.
 AG5204
 AG5204;                    North         East    Units  Estimated Accuracy
 AG5204;SPC FL W     -   363,700.      127,230.      MT  (+/- 180 meters Scaled)
 AG5204
 AG5204                          SUPERSEDED SURVEY CONTROL
 AG5204
 AG5204  NAVD 88 (06/15/91)    1.617  (m)            5.31   (f) UNKNOWN     1 2
 AG5204  NGVD 29 (??/??/92)    1.907  (m)            6.26   (f) ADJ UNCH    1 2
 AG5204
 AG5204.Superseded values are not recommended for survey control.
 AG5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5204.See file dsdata.txt to determine how the superseded data were derived.
 AG5204
 AG5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285556(NAD 83)
 AG5204_MARKER: DJ = TIDAL STATION DISK
 AG5204_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG5204+WITH SETTING: PAVEMENT
 AG5204_SP_SET: CONCRETE FOUNDATION
 AG5204_STAMPING: 10 1957
 AG5204_MARK LOGO: CGS   
 AG5204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5204+STABILITY: SURFACE MOTION
 AG5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5204+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 AG5204
 AG5204  HISTORY     - Date     Condition        Report By
 AG5204  HISTORY     - 1957     MONUMENTED       CGS
 AG5204  HISTORY     - 1972     GOOD             NGS
 AG5204  HISTORY     - 1974     GOOD             LOCENG
 AG5204  HISTORY     - 1976     GOOD             NGS
 AG5204  HISTORY     - 1982     GOOD             FLDNR
 AG5204  HISTORY     - 19900418 GOOD             FLDNR
 AG5204  HISTORY     - 19910510 GOOD             USPSQD
 AG5204  HISTORY     - 19971031 GOOD             USPSQD
 AG5204  HISTORY     - 20000202 GOOD             USPSQD
 AG5204  HISTORY     - 20041001 GOOD             USPSQD
 AG5204
 AG5204                          STATION DESCRIPTION
 AG5204
 AG5204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5204'16.5 MI SW FROM ST PETERSBURG.
 AG5204'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5204'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5204'THENCE 3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE
 AG5204'2.3 MILES WEST ALONG PINELLAS BAYWAY, THENCE 6.6 MILES SOUTH ALONG
 AG5204'PINELLAS BAYWAY, THENCE 1.05 MILES SOUTHWEST ALONG A PAVED ROAD THAT
 AG5204'LEADS TO OLD FORT DE SOTO, THENCE 0.4 MILE SOUTH ALONG A PAVED
 AG5204'ROAD THAT LEADS TO A PARKING AREA AND FISHING PIER AT THE OLD
 AG5204'FORT, THENCE 0.1 MILE WEST-NORTHWEST ACROSS COUNTRY TO THE RUINS
 AG5204'OF AN OLD OBSERVATION TOWER, 97 YARDS SOUTHEAST OF THE SOUTHEAST
 AG5204'CORNER OF THE FISHING PIER AT OLD FORT DE SOTO, 105.3 FEET
 AG5204'NORTHEAST OF A SEA WALL, SET IN THE TOP OF THE NORTHEAST CORNER OF
 AG5204'THE 6-FOOT SQUARE CONCRETE AND SHELL BASE FOR AN OBSERVATION TOWER
 AG5204'THAT HAS BEEN PARTIALLY DESTROYED, ABOUT 2 FEET ABOVE THE GROUND.
 AG5204
 AG5204                          STATION RECOVERY (1974)
 AG5204
 AG5204'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1976)
 AG5204
 AG5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AG5204'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG5204'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG THENCE
 AG5204'3.6 MILES SOUTH ALONG U.S. HWY. 19 (34TH STREET).  THENCE 2.3 MILES
 AG5204'WEST ALONG PINELLAS BAYWAY, THENCE 6.85 MILES SOUTH ALONG PINELLAS
 AG5204'BAYWAY TO THE INTERSECTION OF S.R. 699.  TURN RIGHT AND RUN WESTERLY
 AG5204'ON S.R. 699 FOR 1.15 MILE TO A PAVED ROAD ON LEFT (LEADS TO FORT
 AG5204'DESOTO AND FISHING PIER).  TURN LEFT ON PAVED ROAD AND RUN SOUTHERLY
 AG5204'AND WESTERLY FOR 0.45 MILE TO PARKING AREA.  TURN LEFT AND RUN
 AG5204'WESTERLY FOR 0.1 MILE ACROSS PARKING AREA TO THE S.W. CORNER OF
 AG5204'PARKING AREA.  STATION ON LEFT, 277.4 FT. SOUTH OF THE S.W. CORNER OF
 AG5204'PARKING AREA, 105.3 FT. N. E. OF THE CONCRETE SEAWALL, SET IN THE TOP
 AG5204'OF THE N. E. CORNER OF THE 6 FT. SQUARE CONCRETE AND SHELL BASE FOR AN
 AG5204'OBSERVATION TOWER THAT HAS BEEN PARTIALLY DESTROYED, ABOUT 2 FT. ABOVE
 AG5204'THE GROUND.
 AG5204
 AG5204                          STATION RECOVERY (1982)
 AG5204
 AG5204'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1990)
 AG5204
 AG5204'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1991)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1997)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (2000)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (2004)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5202 ***********************************************************************
 AG5202  DESIGNATION -  872 6364 TIDAL 8
 AG5202  PID         -  AG5202
 AG5202  STATE/COUNTY-  FL/PINELLAS
 AG5202  USGS QUAD   -  ANNA MARIA (1981)
 AG5202
 AG5202                         *CURRENT SURVEY CONTROL
 AG5202  ___________________________________________________________________
 AG5202* NAD 83(1986)-  27 36 50.     (N)    082 44 12.     (W)     SCALED    
 AG5202* NAVD 88     -         1.454  (meters)       4.77   (feet)  ADJUSTED  
 AG5202  ___________________________________________________________________
 AG5202  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG5202  DYNAMIC HT  -           1.452 (meters)       4.76  (feet)  COMP
 AG5202  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AG5202
 AG5202  VERT ORDER  -  FIRST     CLASS II
 AG5202
 AG5202.The horizontal coordinates were scaled from a topographic map and have
 AG5202.an estimated accuracy of +/- 6 seconds.
 AG5202
 AG5202.The orthometric height was determined by differential leveling
 AG5202.and adjusted by the National Geodetic Survey in June 1991..
 AG5202
 AG5202.The geoid height was determined by GEOID03.
 AG5202
 AG5202.The dynamic height is computed by dividing the NAVD 88
 AG5202.geopotential number by the normal gravity value computed on the
 AG5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5202.degrees latitude (g = 980.6199 gals.).
 AG5202
 AG5202.The modeled gravity was interpolated from observed gravity values.
 AG5202
 AG5202;                    North         East    Units  Estimated Accuracy
 AG5202;SPC FL W     -   363,640.      127,290.      MT  (+/- 180 meters Scaled)
 AG5202
 AG5202                          SUPERSEDED SURVEY CONTROL
 AG5202
 AG5202  NGVD 29 (??/??/92)    1.744  (m)            5.72   (f) ADJ UNCH    1 2
 AG5202
 AG5202.Superseded values are not recommended for survey control.
 AG5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5202.See file dsdata.txt to determine how the superseded data were derived.
 AG5202
 AG5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286556(NAD 83)
 AG5202_MARKER: DJ = TIDAL STATION DISK
 AG5202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5202_SP_SET: CONCRETE BLOCK
 AG5202_STAMPING: 8 1957
 AG5202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5202
 AG5202  HISTORY     - Date     Condition        Report By
 AG5202  HISTORY     - 1957     MONUMENTED       CGS
 AG5202  HISTORY     - 1972     MARK NOT FOUND   NGS
 AG5202  HISTORY     - 19940214 MARK NOT FOUND   USPSQD
 AG5202  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5202  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 AG5202
 AG5202                          STATION DESCRIPTION
 AG5202
 AG5202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5202'16.5 MI SW FROM ST PETERSBURG.
 AG5202'IS A STANDARD DISK, STAMPED 8 1957, SET IN TOP OF A 4 FT X 6 FT
 AG5202'CONCRETE BLOCK AT THE SOUTHWEST CORNER OF MULLET KEY, ABOUT 500
 AG5202'FEET SOUTHWEST OF FORT DESOTO, 200 FEET SOUTHEAST OF OFFSHORE
 AG5202'CONCRETE RUINS, 30 FEET EAST OF MEAN HIGH WATER LINE AND 35 FEET
 AG5202'NORTH OF CABLE CROSSING.  TOP OF BLOCK PROJECTS 2 FEET ABOVE SAND.
 AG5202'NOTE-- IT IS EITHER COVERED DEEPLY WITH SAND OR DESTROYED.  THE
 AG5202'AREA HAS BEEN DEVELOPED AS A PARK.
 AG5202
 AG5202                          STATION RECOVERY (1994)
 AG5202
 AG5202'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG5202'MARK NOT FOUND.
 AG5202
 AG5202                          STATION RECOVERY (2000)
 AG5202
 AG5202'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5202'MARK NOT FOUND.
 AG5202
 AG5202                          STATION RECOVERY (2004)
 AG5202
 AG5202'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5201 ***********************************************************************
 AG5201  DESIGNATION -  872 6364 TIDAL 9
 AG5201  PID         -  AG5201
 AG5201  STATE/COUNTY-  FL/PINELLAS
 AG5201  USGS QUAD   -  ANNA MARIA (1981)
 AG5201
 AG5201                         *CURRENT SURVEY CONTROL
 AG5201  ___________________________________________________________________
 AG5201* NAD 83(1986)-  27 36 46.     (N)    082 44 13.     (W)     SCALED    
 AG5201* NAVD 88     -         1.026  (meters)       3.37   (feet)  ADJUSTED  
 AG5201  ___________________________________________________________________
 AG5201  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG5201  DYNAMIC HT  -           1.024 (meters)       3.36  (feet)  COMP
 AG5201  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 AG5201
 AG5201  VERT ORDER  -  FIRST     CLASS II
 AG5201
 AG5201.The horizontal coordinates were scaled from a topographic map and have
 AG5201.an estimated accuracy of +/- 6 seconds.
 AG5201
 AG5201.The orthometric height was determined by differential leveling
 AG5201.and adjusted by the National Geodetic Survey in June 1991..
 AG5201
 AG5201.The geoid height was determined by GEOID03.
 AG5201
 AG5201.The dynamic height is computed by dividing the NAVD 88
 AG5201.geopotential number by the normal gravity value computed on the
 AG5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5201.degrees latitude (g = 980.6199 gals.).
 AG5201
 AG5201.The modeled gravity was interpolated from observed gravity values.
 AG5201
 AG5201;                    North         East    Units  Estimated Accuracy
 AG5201;SPC FL W     -   363,520.      127,260.      MT  (+/- 180 meters Scaled)
 AG5201
 AG5201                          SUPERSEDED SURVEY CONTROL
 AG5201
 AG5201  NGVD 29 (??/??/92)    1.315  (m)            4.31   (f) ADJ UNCH    1 2
 AG5201
 AG5201.Superseded values are not recommended for survey control.
 AG5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5201.See file dsdata.txt to determine how the superseded data were derived.
 AG5201
 AG5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285555(NAD 83)
 AG5201_MARKER: DJ = TIDAL STATION DISK
 AG5201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5201_SP_SET: CONCRETE MAN HOLE
 AG5201_STAMPING: 9 1957
 AG5201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5201
 AG5201  HISTORY     - Date     Condition        Report By
 AG5201  HISTORY     - 1957     MONUMENTED       CGS
 AG5201  HISTORY     - 1972     MARK NOT FOUND   NGS
 AG5201  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 AG5201  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 AG5201
 AG5201                          STATION DESCRIPTION
 AG5201
 AG5201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5201'16.5 MI SW FROM ST PETERSBURG.
 AG5201'IS A STANDARD DISK, STAMPED 9 1957, SET IN THE SOUTH CORNER OF THE
 AG5201'BASE OF CONCRETE MANHOLE STRUCTURE WHICH IS 10 FEET LONG, 6 FEET
 AG5201'WIDE AND 6 FEET HIGH.  IT IS ABOUT 0.2 MILE SOUTHWEST OF FORT
 AG5201'DESOTO, 0.1 MILE SOUTH OF OFF-SHORE CONCRETE RUINS, 200 FEET NORTH
 AG5201'OF CONCRETE OBSERVATION TOWER, 30 FEET EAST OF MEAN HIGH WATER LINE
 AG5201'AND ABOUT 6 INCHES ABOVE SAND.  NOTE-- A NEW SEA WALL HAS BEEN
 AG5201'BUILT IN THE AREA AND THE MARK IS BELIEVED TO HAVE BEEN DESTROYED.
 AG5201
 AG5201                          STATION RECOVERY (1991)
 AG5201
 AG5201'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG5201'MARK NOT FOUND.
 AG5201
 AG5201                          STATION RECOVERY (2004)
 AG5201
 AG5201'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7401 ***********************************************************************
 AG7401  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7401  DESIGNATION -  872 6367 C TIDAL
 AG7401  PID         -  AG7401
 AG7401  STATE/COUNTY-  FL/PINELLAS
 AG7401  USGS QUAD   -  ANNA MARIA (1981)
 AG7401
 AG7401                         *CURRENT SURVEY CONTROL
 AG7401  ___________________________________________________________________
 AG7401* NAD 83(1986)-  27 37 00.     (N)    082 43 35.     (W)     SCALED    
 AG7401* NAVD 88     -         1.121  (meters)       3.68   (feet)  ADJUSTED  
 AG7401  ___________________________________________________________________
 AG7401  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AG7401  DYNAMIC HT  -           1.119 (meters)       3.67  (feet)  COMP
 AG7401  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AG7401
 AG7401  VERT ORDER  -  SECOND    CLASS I
 AG7401
 AG7401.The horizontal coordinates were scaled from a topographic map and have
 AG7401.an estimated accuracy of +/- 6 seconds.
 AG7401
 AG7401.The orthometric height was determined by differential leveling
 AG7401.and adjusted by the National Geodetic Survey in June 1991..
 AG7401
 AG7401.This Tidal Bench Mark is designated as VM 12107
 AG7401.by the Center for Operational Oceanographic Products and Services.
 AG7401
 AG7401.The geoid height was determined by GEOID03.
 AG7401
 AG7401.The dynamic height is computed by dividing the NAVD 88
 AG7401.geopotential number by the normal gravity value computed on the
 AG7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7401.degrees latitude (g = 980.6199 gals.).
 AG7401
 AG7401.The modeled gravity was interpolated from observed gravity values.
 AG7401
 AG7401;                    North         East    Units  Estimated Accuracy
 AG7401;SPC FL W     -   363,940.      128,300.      MT  (+/- 180 meters Scaled)
 AG7401
 AG7401                          SUPERSEDED SURVEY CONTROL
 AG7401
 AG7401  NGVD 29 (??/??/92)    1.411  (m)            4.63   (f) ADJ UNCH    2 1
 AG7401
 AG7401.Superseded values are not recommended for survey control.
 AG7401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7401.See file dsdata.txt to determine how the superseded data were derived.
 AG7401
 AG7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL296559(NAD 83)
 AG7401_MARKER: DJ = TIDAL STATION DISK
 AG7401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7401_SP_SET: CONCRETE CULVERT
 AG7401_STAMPING: 6367 C 1976
 AG7401_MARK LOGO: NOS   
 AG7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7401+STABILITY: SURFACE MOTION
 AG7401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7401+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 AG7401
 AG7401  HISTORY     - Date     Condition        Report By
 AG7401  HISTORY     - 1976     MONUMENTED       NOS
 AG7401  HISTORY     - 1982     GOOD             FLDNR
 AG7401  HISTORY     - 19940214 GOOD             USPSQD
 AG7401  HISTORY     - 19971031 GOOD             USPSQD
 AG7401  HISTORY     - 20000202 GOOD             USPSQD
 AG7401  HISTORY     - 20041001 GOOD             USPSQD
 AG7401
 AG7401                          STATION DESCRIPTION
 AG7401
 AG7401'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7401'16 MI SW FROM ST PETERSBURG.
 AG7401'THE MARK IS LOCATED AT THE FORT DESOTO PARK FISHING PIER (EASTERN
 AG7401'PIER) PARKING AREA.  THE MARK BEARS 25.0 FEET WEST OF THE CENTERLINE
 AG7401'OF THE EAST ENTRANCE ROAD TO THE PARKING AREA, 89.5 FEET SOUTH OF
 AG7401'THE JUNCTION OF THE ENTRANCE ROAD WITH THE PARK ROAD, 87.0 FEET
 AG7401'EAST OF A FIRE HYDRANT, AND 67 FEET NORTH OF THE NORTH EDGE OF THE
 AG7401'PARKING LOT.
 AG7401'THE MARK IS 1 FT BELOW ROAD.
 AG7401
 AG7401                          STATION RECOVERY (1994)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7401'RECOVERED IN GOOD CONDITION.
 AG7401
 AG7401                          STATION RECOVERY (1997)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7401'RECOVERED IN GOOD CONDITION.
 AG7401
 AG7401                          STATION RECOVERY (2000)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7401'RECOVERED IN GOOD CONDITION.
 AG7401
 AG7401                          STATION RECOVERY (2004)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7401'THE MARK IS 2 FEET SOUTH OF THE NORTH END OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7402 ***********************************************************************
 AG7402  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7402  DESIGNATION -  872 6367 E TIDAL
 AG7402  PID         -  AG7402
 AG7402  STATE/COUNTY-  FL/PINELLAS
 AG7402  USGS QUAD   -  ANNA MARIA (1981)
 AG7402
 AG7402                         *CURRENT SURVEY CONTROL
 AG7402  ___________________________________________________________________
 AG7402* NAD 83(1986)-  27 37 14.     (N)    082 43 35.     (W)     SCALED    
 AG7402* NAVD 88     -         0.233  (meters)       0.76   (feet)  ADJUSTED  
 AG7402  ___________________________________________________________________
 AG7402  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AG7402  DYNAMIC HT  -           0.232 (meters)       0.76  (feet)  COMP
 AG7402  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AG7402
 AG7402  VERT ORDER  -  SECOND    CLASS I
 AG7402
 AG7402.The horizontal coordinates were scaled from a topographic map and have
 AG7402.an estimated accuracy of +/- 6 seconds.
 AG7402
 AG7402.The orthometric height was determined by differential leveling
 AG7402.and adjusted by the National Geodetic Survey in June 1991..
 AG7402
 AG7402.This Tidal Bench Mark is designated as VM 12108
 AG7402.by the Center for Operational Oceanographic Products and Services.
 AG7402
 AG7402.The geoid height was determined by GEOID03.
 AG7402
 AG7402.The dynamic height is computed by dividing the NAVD 88
 AG7402.geopotential number by the normal gravity value computed on the
 AG7402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7402.degrees latitude (g = 980.6199 gals.).
 AG7402
 AG7402.The modeled gravity was interpolated from observed gravity values.
 AG7402
 AG7402;                    North         East    Units  Estimated Accuracy
 AG7402;SPC FL W     -   364,370.      128,310.      MT  (+/- 180 meters Scaled)
 AG7402
 AG7402                          SUPERSEDED SURVEY CONTROL
 AG7402
 AG7402  NGVD 29 (??/??/92)    0.522  (m)            1.71   (f) ADJ UNCH    2 1
 AG7402
 AG7402.Superseded values are not recommended for survey control.
 AG7402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7402.See file dsdata.txt to determine how the superseded data were derived.
 AG7402
 AG7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL296563(NAD 83)
 AG7402_MARKER: DJ = TIDAL STATION DISK
 AG7402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7402_SP_SET: COPPER-CLAD STEEL ROD
 AG7402_STAMPING: 6367 E 1976
 AG7402_MARK LOGO: NOS   
 AG7402_PROJECTION: PROJECTING 25 CENTIMETERS
 AG7402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7402+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 AG7402_ROD/PIPE-DEPTH: 9.75 meters
 AG7402
 AG7402  HISTORY     - Date     Condition        Report By
 AG7402  HISTORY     - 1976     MONUMENTED       NOS
 AG7402  HISTORY     - 1982     GOOD             FLDNR
 AG7402  HISTORY     - 19940214 GOOD             USPSQD
 AG7402  HISTORY     - 19991129 GOOD             USPSQD
 AG7402  HISTORY     - 20000202 GOOD             USPSQD
 AG7402  HISTORY     - 20010331 GOOD             NGS
 AG7402  HISTORY     - 20041001 GOOD             USPSQD
 AG7402
 AG7402                          STATION DESCRIPTION
 AG7402
 AG7402'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7402'16 MI SW FROM ST PETERSBURG.
 AG7402'BEGIN AT THE EAST ENTRANCE TO THE FORT DESOTO PARK FISHING PIER,
 AG7402'GO 0.2 MILE NORTH ALONG A DIRT ROAD ACROSS FROM THE ENTRANCE ROAD
 AG7402'TO THE MARK.  THE MARK BEARS 41.0 FEET EAST OF THE CENTERLINE OF
 AG7402'THE DIRT ROAD, 120 FEET SOUTH OF THE WATERLINE, 8 FEET SOUTHWEST
 AG7402'OF A WHITE MANGROVE TREE, AND IS AT THE WEST EDGE OF THE MANGROVE
 AG7402'TREE LINE.
 AG7402'THE MARK IS 0.4 FT  W FROM A WITNESS POST.
 AG7402
 AG7402                          STATION RECOVERY (1994)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7402'RECOVERED IN GOOD CONDITION.
 AG7402
 AG7402                          STATION RECOVERY (1999)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7402'RECOVERED IN GOOD CONDITION.
 AG7402
 AG7402                          STATION RECOVERY (2000)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7402'RECOVERED IN GOOD CONDITION.
 AG7402
 AG7402                          STATION RECOVERY (2001)
 AG7402
 AG7402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7402
 AG7402                          STATION RECOVERY (2004)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7402'THE MARK IS 30 FEET EAST OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7339 ***********************************************************************
 AG7339  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7339  DESIGNATION -  872 6384 B TIDAL
 AG7339  PID         -  AG7339
 AG7339  STATE/COUNTY-  FL/MANATEE
 AG7339  USGS QUAD   -  COCKROACH BAY (1981)
 AG7339
 AG7339                         *CURRENT SURVEY CONTROL
 AG7339  ___________________________________________________________________
 AG7339* NAD 83(1986)-  27 38 06.     (N)    082 33 31.     (W)     SCALED    
 AG7339* NAVD 88     -         2.361  (meters)       7.75   (feet)  ADJUSTED  
 AG7339  ___________________________________________________________________
 AG7339  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG7339  DYNAMIC HT  -           2.357 (meters)       7.73  (feet)  COMP
 AG7339  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 AG7339
 AG7339  VERT ORDER  -  SECOND    CLASS I
 AG7339
 AG7339.The horizontal coordinates were scaled from a topographic map and have
 AG7339.an estimated accuracy of +/- 6 seconds.
 AG7339
 AG7339.The orthometric height was determined by differential leveling
 AG7339.and adjusted by the National Geodetic Survey in June 1991..
 AG7339
 AG7339.This Tidal Bench Mark is designated as VM 7806
 AG7339.by the Center for Operational Oceanographic Products and Services.
 AG7339
 AG7339.The geoid height was determined by GEOID03.
 AG7339
 AG7339.The dynamic height is computed by dividing the NAVD 88
 AG7339.geopotential number by the normal gravity value computed on the
 AG7339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7339.degrees latitude (g = 980.6199 gals.).
 AG7339
 AG7339.The modeled gravity was interpolated from observed gravity values.
 AG7339
 AG7339;                    North         East    Units  Estimated Accuracy
 AG7339;SPC FL W     -   365,890.      144,870.      MT  (+/- 180 meters Scaled)
 AG7339
 AG7339                          SUPERSEDED SURVEY CONTROL
 AG7339
 AG7339.No superseded survey control is available for this station.
 AG7339
 AG7339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL462577(NAD 83)
 AG7339_MARKER: DJ = TIDAL STATION DISK
 AG7339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7339_SP_SET: LIGHT STRUCTURES
 AG7339_STAMPING: 6384 B 1976
 AG7339_MARK LOGO: NOS   
 AG7339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7339+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1990
 AG7339
 AG7339  HISTORY     - Date     Condition        Report By
 AG7339  HISTORY     - 1976     MONUMENTED       NOS
 AG7339  HISTORY     - 1976     GOOD             FLDNR
 AG7339  HISTORY     - 1982     GOOD             FLDNR
 AG7339  HISTORY     - 19900612 GOOD             FLDNR
 AG7339
 AG7339                          STATION DESCRIPTION
 AG7339
 AG7339'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7339'1.1 MI WEST FROM PINEY POINT.
 AG7339'FROM THE INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY POINT
 AG7339'PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN INTERSECTION
 AG7339'WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THE SECOND PAVED ROAD
 AG7339'0.1 MILES TO AN INTERSECTION WITH ANOTHER PAVED ROAD LEADING
 AG7339'TO  PORT MANATEE TERMINAL, THENCE WEST ALONG THIS PAVED
 AG7339'ROAD 0.6 MILES TO A ROAD THAT RUNS BETWEEN TWO BUILDINGS, THENCE SOUTH
 AG7339'BETWEEN THE TWO BUILDINGS 0.1 MILES TO A BASIN, THE MARK IS SET IN THE
 AG7339'NORTHEAST CORNER OF THE PORT MANATEE BASIN AREA, AND BEARS 54 FEET
 AG7339'SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAY BUILDING, 4 FEET SOUTHEAST
 AG7339'OF MOORING BALLARDS, 17.7 FEET SOUTHEAST OF CURB, 300 FEET EAST OF
 AG7339'BENCH MARK 6384 A.
 AG7339
 AG7339                          STATION RECOVERY (1982)
 AG7339
 AG7339'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7339'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG7339'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7339'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7339'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7339'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7339'ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE
 AG7339'ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE
 AG7339'ROAD TO THE PORT AND THE MARK VICINITY.
 AG7339'THE MARK IS SET ON TOP OF THE SOUTHWEST SIDE OF A CONCRETE PAD
 AG7339'FOR TWO BOLLARDS AT THE NORTHEAST CORNER OF THE PORT MANATEE
 AG7339'BASIN, AND IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG7339'BASIN.
 AG7339
 AG7339                          STATION RECOVERY (1990)
 AG7339
 AG7339'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7340 ***********************************************************************
 AG7340  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7340  DESIGNATION -  872 6384 C TIDAL
 AG7340  PID         -  AG7340
 AG7340  STATE/COUNTY-  FL/MANATEE
 AG7340  USGS QUAD   -  COCKROACH BAY (1981)
 AG7340
 AG7340                         *CURRENT SURVEY CONTROL
 AG7340  ___________________________________________________________________
 AG7340* NAD 83(1986)-  27 38 02.     (N)    082 33 30.     (W)     SCALED    
 AG7340* NAVD 88     -         2.507  (meters)       8.22   (feet)  ADJUSTED  
 AG7340  ___________________________________________________________________
 AG7340  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG7340  DYNAMIC HT  -           2.503 (meters)       8.21  (feet)  COMP
 AG7340  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 AG7340
 AG7340  VERT ORDER  -  SECOND    CLASS I
 AG7340
 AG7340.The horizontal coordinates were scaled from a topographic map and have
 AG7340.an estimated accuracy of +/- 6 seconds.
 AG7340
 AG7340.The orthometric height was determined by differential leveling
 AG7340.and adjusted by the National Geodetic Survey in March 1995..
 AG7340.WARNING-Repeat measurements at this control monument indicate possible
 AG7340.vertical movement.
 AG7340
 AG7340.This Tidal Bench Mark is designated as VM 7807
 AG7340.by the Center for Operational Oceanographic Products and Services.
 AG7340
 AG7340.The geoid height was determined by GEOID03.
 AG7340
 AG7340.The dynamic height is computed by dividing the NAVD 88
 AG7340.geopotential number by the normal gravity value computed on the
 AG7340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7340.degrees latitude (g = 980.6199 gals.).
 AG7340
 AG7340.The modeled gravity was interpolated from observed gravity values.
 AG7340
 AG7340;                    North         East    Units  Estimated Accuracy
 AG7340;SPC FL W     -   365,770.      144,900.      MT  (+/- 180 meters Scaled)
 AG7340
 AG7340                          SUPERSEDED SURVEY CONTROL
 AG7340
 AG7340  NAVD 88 (06/15/91)    2.510  (m)            8.23   (f) UNKNOWN     2 1
 AG7340
 AG7340.Superseded values are not recommended for survey control.
 AG7340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7340.See file dsdata.txt to determine how the superseded data were derived.
 AG7340
 AG7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL462576(NAD 83)
 AG7340_MARKER: DJ = TIDAL STATION DISK
 AG7340_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7340_SP_SET: FOUNDATIONS
 AG7340_STAMPING: 6384 C 1976
 AG7340_MARK LOGO: NOS   
 AG7340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7340+STABILITY: SURFACE MOTION
 AG7340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7340+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1990
 AG7340
 AG7340  HISTORY     - Date     Condition        Report By
 AG7340  HISTORY     - 1976     MONUMENTED       NOS
 AG7340  HISTORY     - 1976     GOOD             FLDNR
 AG7340  HISTORY     - 1982     GOOD             FLDNR
 AG7340  HISTORY     - 19900612 GOOD             FLDNR
 AG7340
 AG7340                          STATION DESCRIPTION
 AG7340
 AG7340'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7340'1.1 MI WEST FROM PINEY POINT.
 AG7340'FROM THE MAIN INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY
 AG7340'POINT, PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN
 AG7340'INTERSECTION WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THIS PAVED
 AG7340'ROAD 0.1 MILES TO AN INTERSECTION WITH A THIRD PAVED ROAD
 AG7340'LEADING TO PORT MANATEE TERMINAL, THENCE WEST ALONG THE THIRD PAVED
 AG7340'ROAD TO A ROAD LEADING BETWEEN TWO BUILDINGS, THENCE SOUTH BETWEEN
 AG7340'THE TWO BUILDINGS 0.2 MILES TO EAST END OF A BASIN. THE MARK BEARS 1
 AG7340'FOOT WEST OF A BLUE ALUMINUM BUILDING, 4.3 FEET NORTH OF THE SOUTHERN
 AG7340'MOST GARAGE DOOR ON WEST SIDE OF BUILDING, 9.7 FEET EAST
 AG7340'OF EAST RAIL OF NORTH/SOUTH RAILROAD TRACKS, SET FLUSH IN BASE OF BLUE
 AG7340'ALUMINUM BUILDING.
 AG7340
 AG7340                          STATION RECOVERY (1982)
 AG7340
 AG7340'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7340'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG7340'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7340'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7340'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7340'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7340'ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE
 AG7340'ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE
 AG7340'ROAD TO THE PORT AND THE MARK VICINITY.
 AG7340'THE MARK IS SET IN THE WEST FOOTING OF A LARGE BLUE ALUMINUM
 AG7340'BUILDING ON THE EAST SIDE OF THE BOAT BASIN, 1 FOOT WEST OF THE
 AG7340'WEST SIDE OF THE BUILDING, AND 4 FEET NORTH OF THE SOUTHERNMOST
 AG7340'GARAGE DOOR OF TWO DOORS ON THE WEST SIDE OF THE BUILDING.
 AG7340
 AG7340                          STATION RECOVERY (1990)
 AG7340
 AG7340'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7341 ***********************************************************************
 AG7341  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7341  DESIGNATION -  872 6384 E TIDAL
 AG7341  PID         -  AG7341
 AG7341  STATE/COUNTY-  FL/MANATEE
 AG7341  USGS QUAD   -  COCKROACH BAY (1981)
 AG7341
 AG7341                         *CURRENT SURVEY CONTROL
 AG7341  ___________________________________________________________________
 AG7341* NAD 83(1999)-  27 37 58.46453(N)    082 33 33.48610(W)     ADJUSTED  
 AG7341* NAVD 88     -         2.126  (meters)       6.98   (feet)  ADJUSTED  
 AG7341  ___________________________________________________________________
 AG7341  X           -     732,281.257 (meters)                     COMP
 AG7341  Y           -  -5,607,067.272 (meters)                     COMP
 AG7341  Z           -   2,940,515.657 (meters)                     COMP
 AG7341  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AG7341  ELLIP HEIGHT-         -22.41  (meters)          (05/31/01) GPS OBS
 AG7341  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG7341  DYNAMIC HT  -           2.123 (meters)       6.97  (feet)  COMP
 AG7341  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 AG7341
 AG7341  HORZ ORDER  -  B
 AG7341  VERT ORDER  -  SECOND    CLASS I
 AG7341  ELLP ORDER  -  FIFTH     CLASS I
 AG7341
 AG7341.The horizontal coordinates were established by GPS observations
 AG7341.and adjusted by the National Geodetic Survey in May 2001..
 AG7341
 AG7341.The orthometric height was determined by differential leveling
 AG7341.and adjusted by the National Geodetic Survey in June 1991..
 AG7341
 AG7341.This Tidal Bench Mark is designated as VM 7808
 AG7341.by the Center for Operational Oceanographic Products and Services.
 AG7341
 AG7341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG7341
 AG7341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG7341
 AG7341.The ellipsoidal height was determined by GPS observations
 AG7341.and is referenced to NAD 83.
 AG7341
 AG7341.The geoid height was determined by GEOID03.
 AG7341
 AG7341.The dynamic height is computed by dividing the NAVD 88
 AG7341.geopotential number by the normal gravity value computed on the
 AG7341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7341.degrees latitude (g = 980.6199 gals.).
 AG7341
 AG7341.The modeled gravity was interpolated from observed gravity values.
 AG7341
 AG7341;                    North         East     Units Scale Factor Converg.
 AG7341;SPC FL W     -   365,656.351   144,803.480   MT  0.99997877   -0 15 33.9
 AG7341;SPC FL W     - 1,199,657.54    475,076.08   sFT  0.99997877   -0 15 33.9
 AG7341;UTM  17      - 3,057,509.745   346,158.213   MT  0.99989214   -0 43 24.1
 AG7341
 AG7341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7341!SPC FL W     -   1.00000352  x   0.99997877  =   0.99998229
 AG7341!UTM  17      -   1.00000352  x   0.99989214  =   0.99989566
 AG7341
 AG7341                          SUPERSEDED SURVEY CONTROL
 AG7341
 AG7341  NAD 83(1990)-  27 37 58.46363(N)    082 33 33.48573(W) AD(       ) B
 AG7341  ELLIP H (04/20/00)  -22.39   (m)                       GP(       ) 3 2
 AG7341  NAVD 88 (04/20/00)    2.13   (m)            7.0    (f) LEVELING    3  
 AG7341
 AG7341.Superseded values are not recommended for survey control.
 AG7341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7341.See file dsdata.txt to determine how the superseded data were derived.
 AG7341
 AG7341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4615857510(NAD 83)
 AG7341_MARKER: DJ = TIDAL STATION DISK
 AG7341_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7341+WITH SETTING: PAVEMENT
 AG7341_SP_SET: CONCRETE DOCK
 AG7341_STAMPING: 6384 E 1976 MAN H-2 1987
 AG7341_MARK LOGO: NOS   
 AG7341_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7341+STABILITY: SURFACE MOTION
 AG7341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7341+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 AG7341
 AG7341  HISTORY     - Date     Condition        Report By
 AG7341  HISTORY     - 1976     MONUMENTED       NOS
 AG7341  HISTORY     - 1976     GOOD             FLDNR
 AG7341  HISTORY     - 1982     GOOD             FLDNR
 AG7341  HISTORY     - 19900612 GOOD             FLDNR
 AG7341  HISTORY     - 20000228 GOOD             FLDT
 AG7341
 AG7341                          STATION DESCRIPTION
 AG7341
 AG7341'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7341'1.2 MI WEST FROM PINEY POINT.
 AG7341'FROM THE MAIN INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY
 AG7341'POINT PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN
 AG7341'INTERSECTION WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THIS PAVED
 AG7341'ROAD 0.1 MILES TO AN INTERSECTION WITH A THIRD PAVED ROAD
 AG7341'THAT LEADS TO PORT MANATEE TERMINAL, THENCE WEST ALONG THE THIRD
 AG7341'PAVED ROAD 0.6 MILES TO A ROAD THAT RUNS BETWEEN TWO BUILDINGS,
 AG7341'THENCE SOUTH BETWEEN THE TWO BUILDINGS 0.3 MILES TO SOUTHEAST END OF
 AG7341'A BASIN. THE MARK IS AT NORTHEAST CORNER OF A DOCK AREA ON SOUTH SIDE
 AG7341'OF THE BASIN, 4.7 FEET WEST OF THE EAST SIDE OF THE DOCK AREA, 5.3
 AG7341'FEET SOUTH OF THE NORTH SIDE OF THE DOCK AREA, SET FLUSH IN THE SOUTH
 AG7341'SIDE OF A CONCRETE PAD FOR TWO BOLLARDS.
 AG7341
 AG7341                          STATION RECOVERY (1982)
 AG7341
 AG7341'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7341'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG7341'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7341'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7341'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7341'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7341'ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE
 AG7341'ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE
 AG7341'ROAD TO THE PORT AND THE MARK VICINITY.
 AG7341'THE MARK IS SET NEAR THE NORTHEAST CORNER OF THE CONCRETE DOCK
 AG7341'ON THE SOUTH SIDE OF THE PORT BOAT BASIN, 4.7 FEET WEST OF THE
 AG7341'EAST EDGE OF THE DOCK, AND 5.3 FEET SOUTH OF THE NORTH EDGE OF
 AG7341'THE DOCK.
 AG7341
 AG7341                          STATION RECOVERY (1990)
 AG7341
 AG7341'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7341'RECOVERED IN GOOD CONDITION.
 AG7341
 AG7341                          STATION RECOVERY (2000)
 AG7341
 AG7341'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)
 AG7341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7342 ***********************************************************************
 AG7342  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7342  DESIGNATION -  872 6384 F TIDAL
 AG7342  PID         -  AG7342
 AG7342  STATE/COUNTY-  FL/MANATEE
 AG7342  USGS QUAD   -  COCKROACH BAY (1981)
 AG7342
 AG7342                         *CURRENT SURVEY CONTROL
 AG7342  ___________________________________________________________________
 AG7342* NAD 83(1986)-  27 37 57.     (N)    082 33 45.     (W)     SCALED    
 AG7342* NAVD 88     -         2.111  (meters)       6.93   (feet)  ADJUSTED  
 AG7342  ___________________________________________________________________
 AG7342  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG7342  DYNAMIC HT  -           2.108 (meters)       6.92  (feet)  COMP
 AG7342  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 AG7342
 AG7342  VERT ORDER  -  SECOND    CLASS I
 AG7342
 AG7342.The horizontal coordinates were scaled from a topographic map and have
 AG7342.an estimated accuracy of +/- 6 seconds.
 AG7342
 AG7342.The orthometric height was determined by differential leveling
 AG7342.and adjusted by the National Geodetic Survey in June 1991..
 AG7342
 AG7342.This Tidal Bench Mark is designated as VM 7809
 AG7342.by the Center for Operational Oceanographic Products and Services.
 AG7342
 AG7342.The geoid height was determined by GEOID03.
 AG7342
 AG7342.The dynamic height is computed by dividing the NAVD 88
 AG7342.geopotential number by the normal gravity value computed on the
 AG7342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7342.degrees latitude (g = 980.6199 gals.).
 AG7342
 AG7342.The modeled gravity was interpolated from observed gravity values.
 AG7342
 AG7342;                    North         East    Units  Estimated Accuracy
 AG7342;SPC FL W     -   365,610.      144,490.      MT  (+/- 180 meters Scaled)
 AG7342
 AG7342                          SUPERSEDED SURVEY CONTROL
 AG7342
 AG7342.No superseded survey control is available for this station.
 AG7342
 AG7342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL458574(NAD 83)
 AG7342_MARKER: DJ = TIDAL STATION DISK
 AG7342_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7342_SP_SET: MASSIVE RETAINING WALL
 AG7342_STAMPING: 6384 F 1976  MAN H-1 1987
 AG7342_MARK LOGO: NOS   
 AG7342_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7342+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1990
 AG7342
 AG7342  HISTORY     - Date     Condition        Report By
 AG7342  HISTORY     - 1976     MONUMENTED       NOS
 AG7342  HISTORY     - 1976     GOOD             FLDNR
 AG7342  HISTORY     - 1982     GOOD             FLDNR
 AG7342  HISTORY     - 19900612 GOOD             FLDNR
 AG7342
 AG7342                          STATION DESCRIPTION
 AG7342
 AG7342'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7342'1.4 MI WEST FROM PINEY POINT.
 AG7342'FROM THE MAIN INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY POINT,
 AG7342'PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN INTERSECTION
 AG7342'WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THIS PAVED ROAD 0.1
 AG7342'MILES TO AN INTERSECTION WITH ANOTHER PAVED ROAD THAT LEADS TO THE
 AG7342'PORT MANATEE TERMINAL, THENCE WEST ALONG THIS PAVED ROAD
 AG7342'0.6 MILES TO A ROAD THAT RUNS BETWEEN TWO BUILDINGS, THENCE SOUTH
 AG7342'BETWEEN THE TWO BUILDINGS 0.3 MILES TO SOUTHEAST END OF BASIN, THENCE
 AG7342'0.2 MILES WEST. THE MARK IS ON NORTHWEST CORNER OF DOCK AREA ON SOUTH
 AG7342'SIDE OF BOAT BASIN, 4.5 FEET EAST OF WEST SIDE OF DOCK AREA, 4.8 FEET
 AG7342'SOUTH OF THE NORTH SIDE OF DOCK AREA, SET FLUSH IN THE SOUTH SIDE OF A
 AG7342'CONCRETE PAD FOR TWO BOLLARDS.
 AG7342
 AG7342                          STATION RECOVERY (1982)
 AG7342
 AG7342'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7342'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG7342'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7342'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7342'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7342'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7342'ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE
 AG7342'ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE
 AG7342'ROAD TO THE PORT AND THE MARK VICINITY.
 AG7342'THE MARK IS AT THE NORTHWEST CORNER OF THE CONCRETE DOCK ON
 AG7342'THE SOUTH SIDE OF THE PORT BOAT BASIN, SET IN THE SOUTH SIDE
 AG7342'OF A CONCRETE PAD FOR TWO BOLLARDS, 4.5 FEET EAST OF THE WEST
 AG7342'SIDE OF THE DOCK, AND 4.8 FEET SOUTH OF THE NORTH SIDE OF THE
 AG7342'DOCK.
 AG7342
 AG7342                          STATION RECOVERY (1990)
 AG7342
 AG7342'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7550 ***********************************************************************
 AG7550  DESIGNATION -  872 6384 G TIDAL
 AG7550  PID         -  AG7550
 AG7550  STATE/COUNTY-  FL/MANATEE
 AG7550  USGS QUAD   -  COCKROACH BAY (1981)
 AG7550
 AG7550                         *CURRENT SURVEY CONTROL
 AG7550  ___________________________________________________________________
 AG7550* NAD 83(1986)-  27 38 13.     (N)    082 32 49.     (W)     SCALED    
 AG7550* NAVD 88     -         1.575  (meters)       5.17   (feet)  ADJUSTED  
 AG7550  ___________________________________________________________________
 AG7550  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG7550  DYNAMIC HT  -           1.573 (meters)       5.16  (feet)  COMP
 AG7550  MODELED GRAV-     979,154.6   (mgal)                       NAVD 88
 AG7550
 AG7550  VERT ORDER  -  SECOND    CLASS I
 AG7550
 AG7550.The horizontal coordinates were scaled from a topographic map and have
 AG7550.an estimated accuracy of +/- 6 seconds.
 AG7550
 AG7550.The orthometric height was determined by differential leveling
 AG7550.and adjusted by the National Geodetic Survey in June 1991..
 AG7550
 AG7550.The geoid height was determined by GEOID03.
 AG7550
 AG7550.The dynamic height is computed by dividing the NAVD 88
 AG7550.geopotential number by the normal gravity value computed on the
 AG7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7550.degrees latitude (g = 980.6199 gals.).
 AG7550
 AG7550.The modeled gravity was interpolated from observed gravity values.
 AG7550
 AG7550;                    North         East    Units  Estimated Accuracy
 AG7550;SPC FL W     -   366,100.      146,030.      MT  (+/- 180 meters Scaled)
 AG7550
 AG7550                          SUPERSEDED SURVEY CONTROL
 AG7550
 AG7550.No superseded survey control is available for this station.
 AG7550
 AG7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL473579(NAD 83)
 AG7550_MARKER: DJ = TIDAL STATION DISK
 AG7550_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7550+WITH SETTING: PAVEMENT
 AG7550_SP_SET: CONCRETE FLOOR
 AG7550_STAMPING: 6384 G 1982
 AG7550_MARK LOGO: NOS   
 AG7550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7550+STABILITY: SURFACE MOTION
 AG7550
 AG7550  HISTORY     - Date     Condition        Report By
 AG7550  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7550
 AG7550                          STATION DESCRIPTION
 AG7550
 AG7550'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7550'9.70 MI SW FROM RUSKIN.
 AG7550'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7550'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7550'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7550'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7550'ROAD AND THE MARK.  THE MARK IS SET IN A 30-FOOT BY 30-FOOT
 AG7550'CONCRETE FLOOR FOR A FORMER BUILDING, 187.7 FEET SOUTH OF THE
 AG7550'CENTERLINE OF PINEY POINT ROAD, 106.0 FEET EAST OF THE CENTERLINE
 AG7550'OF REEDER ROAD, 14.75 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 AG7550'FLOOR, AND 165.6 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 AG7550'THE OFFICE BUILDING FOR FLORIDA SHIP REPAIR.
 AG7550'THE MARK IS ABOVE LEVEL WITH REEDER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9412 ***********************************************************************
 AG9412  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9412  DESIGNATION -  872 6384 H TIDAL
 AG9412  PID         -  AG9412
 AG9412  STATE/COUNTY-  FL/MANATEE
 AG9412  USGS QUAD   -  COCKROACH BAY (1981)
 AG9412
 AG9412                         *CURRENT SURVEY CONTROL
 AG9412  ___________________________________________________________________
 AG9412* NAD 83(1986)-  27 38 07.     (N)    082 33 39.     (W)     SCALED    
 AG9412* NAVD 88     -         2.143  (meters)       7.03   (feet)  ADJUSTED  
 AG9412  ___________________________________________________________________
 AG9412  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG9412  DYNAMIC HT  -           2.140 (meters)       7.02  (feet)  COMP
 AG9412  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 AG9412
 AG9412  VERT ORDER  -  SECOND    CLASS I
 AG9412
 AG9412.The horizontal coordinates were scaled from a topographic map and have
 AG9412.an estimated accuracy of +/- 6 seconds.
 AG9412
 AG9412.The orthometric height was determined by differential leveling
 AG9412.and adjusted by the National Geodetic Survey in March 1995..
 AG9412
 AG9412.This Tidal Bench Mark is designated as VM 16042
 AG9412.by the Center for Operational Oceanographic Products and Services.
 AG9412
 AG9412.The geoid height was determined by GEOID03.
 AG9412
 AG9412.The dynamic height is computed by dividing the NAVD 88
 AG9412.geopotential number by the normal gravity value computed on the
 AG9412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9412.degrees latitude (g = 980.6199 gals.).
 AG9412
 AG9412.The modeled gravity was interpolated from observed gravity values.
 AG9412
 AG9412;                    North         East    Units  Estimated Accuracy
 AG9412;SPC FL W     -   365,920.      144,650.      MT  (+/- 180 meters Scaled)
 AG9412
 AG9412                          SUPERSEDED SURVEY CONTROL
 AG9412
 AG9412.No superseded survey control is available for this station.
 AG9412
 AG9412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL460577(NAD 83)
 AG9412_MARKER: DJ = TIDAL STATION DISK
 AG9412_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG9412_SP_SET: MASSIVE RETAINING WALL
 AG9412_STAMPING: 6384 H 1990
 AG9412_MARK LOGO: NOS   
 AG9412_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9412+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9412
 AG9412  HISTORY     - Date     Condition        Report By
 AG9412  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9412
 AG9412                          STATION DESCRIPTION
 AG9412
 AG9412'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9412'THE MARK IS LOCATED NEAR PINEY POINT, MANATEE COUNTY FLORIDA,
 AG9412'APPROXIMATELY 8.0 MI (12.87 KM) SOUTHWEST OF THE TOWN OF RUSKIN IN
 AG9412'HILLSBROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE INTERSECTION
 AG9412'OF U S HIGHWAY 41 AND PINEY POINT ROAD, GO WEST ON PINEY POINT ROAD
 AG9412'0.3 MI (0.48 KM) TO A PAVED ROAD (NO NAME) AND TURN APPROXIMATELY 45
 AG9412'DEGREES LEFT, GO SOUTHWEST ON THE PAVED ROAD (NO NAME) PAST THE GUARD
 AG9412'HOUSE FOR 0.6 MI (0.97 KM) , TURN LEFT (SOUTH) FOR 0.1 MI (0.16 KM)
 AG9412'TO THE NORTH EAST CORNER OF THE BASIN.  THE MARK IS LOCATED 476.0 FT
 AG9412'(145.09 M) WEST ALONG THE EDGE OF THE SEAWALL AT THE NORTH SIDE OF
 AG9412'THE BASIN, 166.6 FT (50.78 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AG9412'LARGE GRAY BUILDING, 122.0 FT (37.19 M) SOUTH OF A CHAIN LINK FENCE,
 AG9412'5.0 FT (1.52 M) NORTH OF THE SOUTH EDGE OF THE SEAWALL AND IN THE
 AG9412'CONCRETE FOOTER OF A MOORING BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0291 ***********************************************************************
 AG0291  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0291  DESIGNATION -  872 6385 A TIDAL
 AG0291  PID         -  AG0291
 AG0291  STATE/COUNTY-  FL/PINELLAS
 AG0291  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0291
 AG0291                         *CURRENT SURVEY CONTROL
 AG0291  ___________________________________________________________________
 AG0291* NAD 83(1986)-  27 38 49.     (N)    082 42 44.     (W)     SCALED    
 AG0291* NAVD 88     -         1.265  (meters)       4.15   (feet)  ADJUSTED  
 AG0291  ___________________________________________________________________
 AG0291  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0291  DYNAMIC HT  -           1.263 (meters)       4.14  (feet)  COMP
 AG0291  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 AG0291
 AG0291  VERT ORDER  -  SECOND    CLASS I
 AG0291
 AG0291.The horizontal coordinates were scaled from a topographic map and have
 AG0291.an estimated accuracy of +/- 6 seconds.
 AG0291
 AG0291.The orthometric height was determined by differential leveling
 AG0291.and adjusted by the National Geodetic Survey in June 1991..
 AG0291
 AG0291.This Tidal Bench Mark is designated as VM 12111
 AG0291.by the Center for Operational Oceanographic Products and Services.
 AG0291
 AG0291.The geoid height was determined by GEOID03.
 AG0291
 AG0291.The dynamic height is computed by dividing the NAVD 88
 AG0291.geopotential number by the normal gravity value computed on the
 AG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0291.degrees latitude (g = 980.6199 gals.).
 AG0291
 AG0291.The modeled gravity was interpolated from observed gravity values.
 AG0291
 AG0291;                    North         East    Units  Estimated Accuracy
 AG0291;SPC FL W     -   367,290.      129,720.      MT  (+/- 180 meters Scaled)
 AG0291
 AG0291                          SUPERSEDED SURVEY CONTROL
 AG0291
 AG0291  NGVD 29 (??/??/92)    1.555  (m)            5.10   (f) ADJ UNCH    2 1
 AG0291
 AG0291.Superseded values are not recommended for survey control.
 AG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0291.See file dsdata.txt to determine how the superseded data were derived.
 AG0291
 AG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310592(NAD 83)
 AG0291_MARKER: DB = BENCH MARK DISK
 AG0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0291_SP_SET: SEAWALL
 AG0291_STAMPING: 6385 A 1976
 AG0291_MARK LOGO: NOS   
 AG0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0291+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AG0291
 AG0291  HISTORY     - Date     Condition        Report By
 AG0291  HISTORY     - 1976     MONUMENTED       NGS
 AG0291  HISTORY     - 1982     GOOD             FLDNR
 AG0291  HISTORY     - 1990     GOOD             USPSQD
 AG0291  HISTORY     - 1990     GOOD             USPSQD
 AG0291  HISTORY     - 19940214 GOOD             USPSQD
 AG0291  HISTORY     - 19971002 POOR             USPSQD
 AG0291  HISTORY     - 20000130 GOOD             USPSQD
 AG0291  HISTORY     - 20050215 GOOD             USPSQD
 AG0291
 AG0291                          STATION DESCRIPTION
 AG0291
 AG0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0291'IN ST PETERSBURG.
 AG0291'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0291'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0291'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0291'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0291'SOUTHERLY FOR 5.05 MILES.  STATION ON RIGHT, 410 FT. WEST OF THE
 AG0291'CENTERLINE OF SR 693, LOCATED IN THE NORTH CORNER OF FORT DESOTO PARK
 AG0291'BOAT RAMPS, 0.5 FT. S.W. OF THE EAST END OF THE CONCRETE WINGWALL, 0.5
 AG0291'FT. EAST OF THE WEST END OF THE CONCRETE SEAWALL, 0.5 FT. NORTH OF THE
 AG0291'NORTH END OF A CONCRETE CURB.  SET IN TOP OF CONCRETE SEAWALL.
 AG0291
 AG0291                          STATION RECOVERY (1982)
 AG0291
 AG0291'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0291'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG0291'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG0291'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST.PETERSBURG, THENCE
 AG0291'3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE 2.3 MILES
 AG0291'WEST ALONG PINELLAS BAYWAY, THENCE 4.8 MILES SOUTH ALONG PINELLAS
 AG0291'BAYWAY, AT FORT DESOTO PARK BOAT LAUNCHING ON MADELINE KEY ON THE
 AG0291'SOUTH SHORE OF BUNCES PASS, SET IN THE EASTERN HEADWALL OF THE BOAT
 AG0291'LAUNCHING RAMP WHERE THE WALL MAKES A RIGHT ANGLE TO THE NORTH AND
 AG0291'EAST, AND 0.6 INCH EAST OF THE WEST EDGE AND ALONG THE EASTERN EDGE OF
 AG0291'RAMP.
 AG0291
 AG0291                          STATION RECOVERY (1990)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (1990)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (1994)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (1997)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0291'MARK RECOVERED IN POOR CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (2000)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (2005)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0291'N27 38.820  W82 42.989
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0292 ***********************************************************************
 AG0292  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0292  DESIGNATION -  872 6385 B TIDAL
 AG0292  PID         -  AG0292
 AG0292  STATE/COUNTY-  FL/PINELLAS
 AG0292  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0292
 AG0292                         *CURRENT SURVEY CONTROL
 AG0292  ___________________________________________________________________
 AG0292* NAD 83(1986)-  27 38 49.     (N)    082 42 49.     (W)     SCALED    
 AG0292* NAVD 88     -         1.266  (meters)       4.15   (feet)  ADJUSTED  
 AG0292  ___________________________________________________________________
 AG0292  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0292  DYNAMIC HT  -           1.264 (meters)       4.15  (feet)  COMP
 AG0292  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AG0292
 AG0292  VERT ORDER  -  SECOND    CLASS I
 AG0292
 AG0292.The horizontal coordinates were scaled from a topographic map and have
 AG0292.an estimated accuracy of +/- 6 seconds.
 AG0292
 AG0292.The orthometric height was determined by differential leveling
 AG0292.and adjusted by the National Geodetic Survey in June 1991..
 AG0292
 AG0292.This Tidal Bench Mark is designated as VM 12112
 AG0292.by the Center for Operational Oceanographic Products and Services.
 AG0292
 AG0292.The geoid height was determined by GEOID03.
 AG0292
 AG0292.The dynamic height is computed by dividing the NAVD 88
 AG0292.geopotential number by the normal gravity value computed on the
 AG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0292.degrees latitude (g = 980.6199 gals.).
 AG0292
 AG0292.The modeled gravity was interpolated from observed gravity values.
 AG0292
 AG0292;                    North         East    Units  Estimated Accuracy
 AG0292;SPC FL W     -   367,290.      129,580.      MT  (+/- 180 meters Scaled)
 AG0292
 AG0292                          SUPERSEDED SURVEY CONTROL
 AG0292
 AG0292  NGVD 29 (??/??/92)    1.556  (m)            5.11   (f) ADJ UNCH    2 1
 AG0292
 AG0292.Superseded values are not recommended for survey control.
 AG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0292.See file dsdata.txt to determine how the superseded data were derived.
 AG0292
 AG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL309592(NAD 83)
 AG0292_MARKER: DB = BENCH MARK DISK
 AG0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0292_SP_SET: SEAWALL
 AG0292_STAMPING: 6385 B 1976
 AG0292_MARK LOGO: NOS   
 AG0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0292+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AG0292
 AG0292  HISTORY     - Date     Condition        Report By
 AG0292  HISTORY     - 1976     MONUMENTED       NGS
 AG0292  HISTORY     - 1982     GOOD             FLDNR
 AG0292  HISTORY     - 1990     GOOD             USPSQD
 AG0292  HISTORY     - 1990     GOOD             USPSQD
 AG0292  HISTORY     - 19940214 GOOD             USPSQD
 AG0292  HISTORY     - 19971002 GOOD             USPSQD
 AG0292  HISTORY     - 20000130 GOOD             USPSQD
 AG0292  HISTORY     - 20050215 GOOD             USPSQD
 AG0292
 AG0292                          STATION DESCRIPTION
 AG0292
 AG0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0292'IN ST PETERSBURG.
 AG0292'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0292'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0292'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVE SIDE ROAD
 AG0292'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0292'SOUTHERLY FOR 5.05 MILES.  STATION ON RIGHT 200 FT. WEST OF THE
 AG0292'CENTERLINE OF S.R. 693, 291 FT. S.W. OF THE S.W. CORNER OF THE BRIDGE
 AG0292'210 FT EAST OF THE BACK OF CONCRETE CURB OF PARKING AREA BOAT RAMPS,
 AG0292'6.4 FT. SOUTH OF THE N.E. CORNER OF THE CONCRETE SEAWALL.  SET IN THE
 AG0292'TOP OF THE CONCRETE SEAWALL.
 AG0292
 AG0292                          STATION RECOVERY (1982)
 AG0292
 AG0292'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0292'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG0292'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG0292'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST.PETERSBURG, THENCE
 AG0292'3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE 2.3 MILES
 AG0292'WEST ALONG PINELLAS BAYWAY, THENCE 4.8 MILES SOUTH ALONG PINELLAS
 AG0292'BAYWAY, AT FORT DESOTO PARK BOAT LAUNCHING ON MADELINE KEY ON THE
 AG0292'SOUTH SHORE OF BUNCES PASS, SET IN THE TOP OF THE SEAWALL TO THE
 AG0292'EAST OF THE RAMP AREA, 276 FEET EAST ALONG THE SEAWALL FRO
 AG0292'872 6385 A TIDAL, AND AT THE EASTERN EDGE OF THE SEAWALL.
 AG0292
 AG0292                          STATION RECOVERY (1990)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (1990)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (1994)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (1997)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (2000)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (2005)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0292'N27 38.835  W82 42.948
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0293 ***********************************************************************
 AG0293  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0293  DESIGNATION -  872 6385 C TIDAL
 AG0293  PID         -  AG0293
 AG0293  STATE/COUNTY-  FL/PINELLAS
 AG0293  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0293
 AG0293                         *CURRENT SURVEY CONTROL
 AG0293  ___________________________________________________________________
 AG0293* NAD 83(1986)-  27 38 49.     (N)    082 42 53.     (W)     SCALED    
 AG0293* NAVD 88     -         0.861  (meters)       2.82   (feet)  ADJUSTED  
 AG0293  ___________________________________________________________________
 AG0293  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG0293  DYNAMIC HT  -           0.860 (meters)       2.82  (feet)  COMP
 AG0293  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AG0293
 AG0293  VERT ORDER  -  SECOND    CLASS I
 AG0293
 AG0293.The horizontal coordinates were scaled from a topographic map and have
 AG0293.an estimated accuracy of +/- 6 seconds.
 AG0293
 AG0293.The orthometric height was determined by differential leveling
 AG0293.and adjusted by the National Geodetic Survey in June 1991..
 AG0293
 AG0293.This Tidal Bench Mark is designated as VM 12113
 AG0293.by the Center for Operational Oceanographic Products and Services.
 AG0293
 AG0293.The geoid height was determined by GEOID03.
 AG0293
 AG0293.The dynamic height is computed by dividing the NAVD 88
 AG0293.geopotential number by the normal gravity value computed on the
 AG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0293.degrees latitude (g = 980.6199 gals.).
 AG0293
 AG0293.The modeled gravity was interpolated from observed gravity values.
 AG0293
 AG0293;                    North         East    Units  Estimated Accuracy
 AG0293;SPC FL W     -   367,290.      129,470.      MT  (+/- 180 meters Scaled)
 AG0293
 AG0293                          SUPERSEDED SURVEY CONTROL
 AG0293
 AG0293  NGVD 29 (??/??/92)    1.151  (m)            3.78   (f) ADJ UNCH    2 1
 AG0293
 AG0293.Superseded values are not recommended for survey control.
 AG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0293.See file dsdata.txt to determine how the superseded data were derived.
 AG0293
 AG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL308592(NAD 83)
 AG0293_MARKER: DB = BENCH MARK DISK
 AG0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0293_SP_SET: SEAWALL
 AG0293_STAMPING: 6385 C 1976
 AG0293_MARK LOGO: NOS   
 AG0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0293
 AG0293  HISTORY     - Date     Condition        Report By
 AG0293  HISTORY     - 1976     MONUMENTED       NGS
 AG0293  HISTORY     - 1982     GOOD             FLDNR
 AG0293  HISTORY     - 1990     GOOD             USPSQD
 AG0293  HISTORY     - 1990     POOR             USPSQD
 AG0293  HISTORY     - 19940214 GOOD             USPSQD
 AG0293  HISTORY     - 19971002 GOOD             USPSQD
 AG0293  HISTORY     - 20000130 GOOD             USPSQD
 AG0293  HISTORY     - 20050215 POOR             USPSQD
 AG0293
 AG0293                          STATION DESCRIPTION
 AG0293
 AG0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0293'IN ST PETERSBURG.
 AG0293'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0293'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0293'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0293'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0293'SOUTHERLY FOR 5.05 MILES.  STATION ON RIGHT 73.7 FT. WEST OF THE
 AG0293'CENTERLINE OF THE SOUTH END OF BRIDGE, 74.5 FT. NORTH OF THE SOUTH END
 AG0293'OF A CONCRETE SEAWALL, 57.7 FT. N.W. OF A POWER POLE (NUMBER X-958).
 AG0293'SET IN TOP OF A CONCRETE SEAWALL.
 AG0293
 AG0293                          STATION RECOVERY (1982)
 AG0293
 AG0293'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0293'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG0293'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG0293'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST.PETERSBURG, THENCE
 AG0293'3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE 2.3 MILES
 AG0293'WEST ALONG PINELLAS BAYWAY, THENCE 4.8 MILES SOUTH ALONG PINELLAS
 AG0293'BAYWAY, AT THE SOUTH SIDE OF A LONG CONCRETE HIGHWAY BRIDGE, 59.2 FEET
 AG0293'NORTHWEST OF THE SOUTH END OF THE BRIDGE, 47.2 FEET NORTH OF THE SOUTH
 AG0293'END OF A SEAWALL, AND SET IN THE SEAWALL.
 AG0293
 AG0293                          STATION RECOVERY (1990)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (1990)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0293'MARK RECOVERED IN POOR CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (1994)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (1997)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (2000)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (2005)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0293'N27 38.881  W82 42.940
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7464 ***********************************************************************
 AG7464  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7464  DESIGNATION -  872 6385 E TIDAL
 AG7464  PID         -  AG7464
 AG7464  STATE/COUNTY-  FL/PINELLAS
 AG7464  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7464
 AG7464                         *CURRENT SURVEY CONTROL
 AG7464  ___________________________________________________________________
 AG7464* NAD 83(1986)-  27 38 51.     (N)    082 42 54.     (W)     SCALED    
 AG7464* NAVD 88     -         1.128  (meters)       3.70   (feet)  ADJUSTED  
 AG7464  ___________________________________________________________________
 AG7464  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG7464  DYNAMIC HT  -           1.126 (meters)       3.69  (feet)  COMP
 AG7464  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 AG7464
 AG7464  VERT ORDER  -  SECOND    CLASS I
 AG7464
 AG7464.The horizontal coordinates were scaled from a topographic map and have
 AG7464.an estimated accuracy of +/- 6 seconds.
 AG7464
 AG7464.The orthometric height was determined by differential leveling
 AG7464.and adjusted by the National Geodetic Survey in June 1991..
 AG7464
 AG7464.This Tidal Bench Mark is designated as VM 12114
 AG7464.by the Center for Operational Oceanographic Products and Services.
 AG7464
 AG7464.The geoid height was determined by GEOID03.
 AG7464
 AG7464.The dynamic height is computed by dividing the NAVD 88
 AG7464.geopotential number by the normal gravity value computed on the
 AG7464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7464.degrees latitude (g = 980.6199 gals.).
 AG7464
 AG7464.The modeled gravity was interpolated from observed gravity values.
 AG7464
 AG7464;                    North         East    Units  Estimated Accuracy
 AG7464;SPC FL W     -   367,350.      129,450.      MT  (+/- 180 meters Scaled)
 AG7464
 AG7464                          SUPERSEDED SURVEY CONTROL
 AG7464
 AG7464  NGVD 29 (??/??/92)    1.418  (m)            4.65   (f) ADJ UNCH    2 1
 AG7464
 AG7464.Superseded values are not recommended for survey control.
 AG7464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7464.See file dsdata.txt to determine how the superseded data were derived.
 AG7464
 AG7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL308593(NAD 83)
 AG7464_MARKER: DJ = TIDAL STATION DISK
 AG7464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7464_SP_SET: COPPER-CLAD STEEL ROD
 AG7464_STAMPING: 6385 E 1976
 AG7464_MARK LOGO: NOS   
 AG7464_PROJECTION: FLUSH
 AG7464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7464_ROD/PIPE-DEPTH: 9.75 meters
 AG7464
 AG7464  HISTORY     - Date     Condition        Report By
 AG7464  HISTORY     - 1976     MONUMENTED       NOS
 AG7464  HISTORY     - 1982     GOOD             FLDNR
 AG7464  HISTORY     - 19910426 GOOD             USPSQD
 AG7464  HISTORY     - 19940214 GOOD             USPSQD
 AG7464  HISTORY     - 19971002 GOOD             USPSQD
 AG7464  HISTORY     - 20000202 GOOD             USPSQD
 AG7464  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AG7464
 AG7464                          STATION DESCRIPTION
 AG7464
 AG7464'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7464'13.3 MI SW FROM ST PETERSBURG.
 AG7464'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 (34TH STREET) AND 1ST
 AG7464'AVENUE NORTH IN ST. PETERSBURG, GO 3.6 MILES SOUTH ON U.S. 19 TO
 AG7464'THE INTERSECTION OF STATE ROAD 682, GO 2.3 MILES WEST ON STATE ROAD
 AG7464'682 TO THE JUNCTION OF STATE ROAD 693, GO 4.9 MILES SOUTH ON STATE
 AG7464'ROAD 693 TO THE MARK.  THE MARK IS NEAR THE THIRD POWER POLE SOUTH
 AG7464'OF THE BRIDGE OVER BUNCES PASS, 2 FEET EAST OF THE POLE, 42 FEET
 AG7464'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 35 FEET EAST OF THE TREE
 AG7464'LINE.
 AG7464
 AG7464                          STATION RECOVERY (1991)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (1994)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (1997)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (2000)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (2005)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG7464'NEW BRIDGE AND SITE CONTOURS, MARKER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9397 ***********************************************************************
 AG9397  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9397  DESIGNATION -  872 6425 F TIDAL
 AG9397  PID         -  AG9397
 AG9397  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9397  USGS QUAD   -  RUSKIN (1987)
 AG9397
 AG9397                         *CURRENT SURVEY CONTROL
 AG9397  ___________________________________________________________________
 AG9397* NAD 83(1986)-  27 40 36.     (N)    082 29 50.     (W)     SCALED    
 AG9397* NAVD 88     -         0.297  (meters)       0.97   (feet)  ADJUSTED  
 AG9397  ___________________________________________________________________
 AG9397  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG9397  DYNAMIC HT  -           0.296 (meters)       0.97  (feet)  COMP
 AG9397  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AG9397
 AG9397  VERT ORDER  -  SECOND    CLASS I
 AG9397
 AG9397.The horizontal coordinates were scaled from a topographic map and have
 AG9397.an estimated accuracy of +/- 6 seconds.
 AG9397
 AG9397.The orthometric height was determined by differential leveling
 AG9397.and adjusted by the National Geodetic Survey in March 1995..
 AG9397
 AG9397.This Tidal Bench Mark is designated as VM 6443
 AG9397.by the Center for Operational Oceanographic Products and Services.
 AG9397
 AG9397.The geoid height was determined by GEOID03.
 AG9397
 AG9397.The dynamic height is computed by dividing the NAVD 88
 AG9397.geopotential number by the normal gravity value computed on the
 AG9397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9397.degrees latitude (g = 980.6199 gals.).
 AG9397
 AG9397.The modeled gravity was interpolated from observed gravity values.
 AG9397
 AG9397;                    North         East    Units  Estimated Accuracy
 AG9397;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9397
 AG9397                          SUPERSEDED SURVEY CONTROL
 AG9397
 AG9397.No superseded survey control is available for this station.
 AG9397
 AG9397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9397_MARKER: DJ = TIDAL STATION DISK
 AG9397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9397_SP_SET: STAINLESS STEEL ROD
 AG9397_STAMPING: 6425 F 1990
 AG9397_MARK LOGO: NOS   
 AG9397_PROJECTION: RECESSED 8 CENTIMETERS
 AG9397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9397_ROD/PIPE-DEPTH: 9.75 meters
 AG9397
 AG9397  HISTORY     - Date     Condition        Report By
 AG9397  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9397
 AG9397                          STATION DESCRIPTION
 AG9397
 AG9397'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9397'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9397'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9397'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9397'IN SUNCITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR APPROXIMATLY 264 FT
 AG9397'(80.5 M) TO THE INTERSECTION OF OLD U.S. HIGHWAY 41 AND LAVENDER
 AG9397'ROAD, TURN ONTO LAVENDER ROAD AND GO SOUTH THEN WEST ON LAVENDER ROAD
 AG9397'FOR 0.4 MI (0.6 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON THE
 AG9397'GRADED DIRT ROAD FOR 0.7 MI (1.1 KM) TO THE POINT THE ROAD CURVES
 AG9397'NORTH TO THE HILLSBOROUGH COMMUNITY COLLEGE ENVIRONMENTAL STUDIES
 AG9397'CENTER CHAIN LINK FENCE AND LOCKED GATE, GO TRU THE GATE AND PROCEED
 AG9397'NORTH FOR APPROXIMATLY 800 FT (243.8 M) TO THE HILLSBOROUGH COMMUNITY
 AG9397'COLLEGE LAB BUILDINGS, FOLLOW A FOOT PATH ALONG THE CHAIN LINK FENCE
 AG9397'SURROUNDING THE LAB BUILDINGS TO A BOARDWALK BEHIND THE LAB, GO
 AG9397'WESTERLY ALONG THE BOARDWALK FOR 668 FT (203.6 M) TO THE MARK ON THE
 AG9397'LEFT OF THE WOODEN BOARD WALK.  THE MARK IS LOCATED 1.3 FT (0.4 M)
 AG9397'SOUTH OF THE SOUTH EDGE OF TH BOARDWALK, 318.9 FT (97.2 M) SOUTHEAST
 AG9397'OF THE WESTERLY END OF THE BOARDWALK, AND 1.3 FT (0.4 M) EAST OF A
 AG9397'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9398 ***********************************************************************
 AG9398  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9398  DESIGNATION -  872 6425 G TIDAL
 AG9398  PID         -  AG9398
 AG9398  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9398  USGS QUAD   -  RUSKIN (1987)
 AG9398
 AG9398                         *CURRENT SURVEY CONTROL
 AG9398  ___________________________________________________________________
 AG9398* NAD 83(1986)-  27 40 36.     (N)    082 29 50.     (W)     SCALED    
 AG9398* NAVD 88     -         0.649  (meters)       2.13   (feet)  ADJUSTED  
 AG9398  ___________________________________________________________________
 AG9398  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG9398  DYNAMIC HT  -           0.649 (meters)       2.13  (feet)  COMP
 AG9398  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AG9398
 AG9398  VERT ORDER  -  SECOND    CLASS I
 AG9398
 AG9398.The horizontal coordinates were scaled from a topographic map and have
 AG9398.an estimated accuracy of +/- 6 seconds.
 AG9398
 AG9398.The orthometric height was determined by differential leveling
 AG9398.and adjusted by the National Geodetic Survey in March 1995..
 AG9398
 AG9398.This Tidal Bench Mark is designated as VM 6439
 AG9398.by the Center for Operational Oceanographic Products and Services.
 AG9398
 AG9398.The geoid height was determined by GEOID03.
 AG9398
 AG9398.The dynamic height is computed by dividing the NAVD 88
 AG9398.geopotential number by the normal gravity value computed on the
 AG9398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9398.degrees latitude (g = 980.6199 gals.).
 AG9398
 AG9398.The modeled gravity was interpolated from observed gravity values.
 AG9398
 AG9398;                    North         East    Units  Estimated Accuracy
 AG9398;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9398
 AG9398                          SUPERSEDED SURVEY CONTROL
 AG9398
 AG9398.No superseded survey control is available for this station.
 AG9398
 AG9398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9398_MARKER: DJ = TIDAL STATION DISK
 AG9398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9398_SP_SET: STAINLESS STEEL ROD
 AG9398_STAMPING: 6425 G 1990
 AG9398_MARK LOGO: NOS   
 AG9398_PROJECTION: RECESSED 15 CENTIMETERS
 AG9398_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9398_ROD/PIPE-DEPTH: 11.0 meters
 AG9398
 AG9398  HISTORY     - Date     Condition        Report By
 AG9398  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9398
 AG9398                          STATION DESCRIPTION
 AG9398
 AG9398'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9398'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9398'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9398'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9398'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05 MI (0.08 KM) TO
 AG9398'THE JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE
 AG9398'AHEAD ON LAVENDER ROAD AND GO SOUTH THEN WEST 0.4 MI (0.6 KM) TO THE
 AG9398'END OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR 0.7 MI
 AG9398'(1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE HILLSBOROUGH
 AG9398'COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN LINK FENCE AND
 AG9398'LOCKED GATE, GO THRU THE GATE AND PROCEED NORTH FOR 0.15 MI (0.24 KM)
 AG9398'TO THE HILLSBOROUGH COMMUNITY COLLEGE LAB BUILDINGS, FOLLOW A FOOT
 AG9398'PATH ALONG THE CHAIN LINK FENCE SURROUNDING THE LAB BUILDINGS TO A
 AG9398'THE MARK BEHIND THE LAB.  THE MARK IS LOCATED 87.3 FT (26.6 M) NORTH
 AG9398'OF THE SOUTHWEST CORNER OF THE CHAINLINK FENCE SURROUNDING THE
 AG9398'BUILDINGS, 8.2 FT (2.5 M) NORTH OF THE NORTH EDGE OF A WOODEN
 AG9398'BOARDWALK, AND 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9399 ***********************************************************************
 AG9399  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9399  DESIGNATION -  872 6425 H TIDAL
 AG9399  PID         -  AG9399
 AG9399  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9399  USGS QUAD   -  RUSKIN (1987)
 AG9399
 AG9399                         *CURRENT SURVEY CONTROL
 AG9399  ___________________________________________________________________
 AG9399* NAD 83(1986)-  27 40 36.     (N)    082 29 50.     (W)     SCALED    
 AG9399* NAVD 88     -         1.278  (meters)       4.19   (feet)  ADJUSTED  
 AG9399  ___________________________________________________________________
 AG9399  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG9399  DYNAMIC HT  -           1.276 (meters)       4.19  (feet)  COMP
 AG9399  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AG9399
 AG9399  VERT ORDER  -  SECOND    CLASS I
 AG9399
 AG9399.The horizontal coordinates were scaled from a topographic map and have
 AG9399.an estimated accuracy of +/- 6 seconds.
 AG9399
 AG9399.The orthometric height was determined by differential leveling
 AG9399.and adjusted by the National Geodetic Survey in March 1995..
 AG9399
 AG9399.This Tidal Bench Mark is designated as VM 11312
 AG9399.by the Center for Operational Oceanographic Products and Services.
 AG9399
 AG9399.The geoid height was determined by GEOID03.
 AG9399
 AG9399.The dynamic height is computed by dividing the NAVD 88
 AG9399.geopotential number by the normal gravity value computed on the
 AG9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9399.degrees latitude (g = 980.6199 gals.).
 AG9399
 AG9399.The modeled gravity was interpolated from observed gravity values.
 AG9399
 AG9399;                    North         East    Units  Estimated Accuracy
 AG9399;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9399
 AG9399                          SUPERSEDED SURVEY CONTROL
 AG9399
 AG9399.No superseded survey control is available for this station.
 AG9399
 AG9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9399_MARKER: DJ = TIDAL STATION DISK
 AG9399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9399_SP_SET: STAINLESS STEEL ROD
 AG9399_STAMPING: 6425 H 1990
 AG9399_MARK LOGO: NOS   
 AG9399_PROJECTION: FLUSH
 AG9399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9399+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9399_ROD/PIPE-DEPTH: 13.7 meters
 AG9399
 AG9399  HISTORY     - Date     Condition        Report By
 AG9399  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9399
 AG9399                          STATION DESCRIPTION
 AG9399
 AG9399'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9399'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9399'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9399'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9399'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05MI TO THE
 AG9399'JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE AHEAD ON
 AG9399'LAVENDER ROAD AND GO SOUTH THEN WEST FOR 0.4 MI (0.6 KM) TO THE END
 AG9399'OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR 0.7 MI
 AG9399'(1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE HILLSBOROUGH
 AG9399'COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN LINK FENCE AND
 AG9399'LOCKED GATE, GO THRU THE GATE AND PROCEED NORTH FOR 724 FT (220.7 M)
 AG9399'TO THE MARK ON RIGHT.  THE MARK IS LOCATED 320.2 FT (97.6 M) NORTH OF
 AG9399'872 6425 J, 41 FT (12.5 M) SOUTH OF A TELEPHONE POLE, AND 6.2 FT (1.9
 AG9399'M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9400 ***********************************************************************
 AG9400  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9400  DESIGNATION -  872 6425 J TIDAL
 AG9400  PID         -  AG9400
 AG9400  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9400  USGS QUAD   -  RUSKIN (1987)
 AG9400
 AG9400                         *CURRENT SURVEY CONTROL
 AG9400  ___________________________________________________________________
 AG9400* NAD 83(1986)-  27 40 36.     (N)    082 29 50.     (W)     SCALED    
 AG9400* NAVD 88     -         1.126  (meters)       3.69   (feet)  ADJUSTED  
 AG9400  ___________________________________________________________________
 AG9400  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG9400  DYNAMIC HT  -           1.124 (meters)       3.69  (feet)  COMP
 AG9400  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AG9400
 AG9400  VERT ORDER  -  SECOND    CLASS I
 AG9400
 AG9400.The horizontal coordinates were scaled from a topographic map and have
 AG9400.an estimated accuracy of +/- 6 seconds.
 AG9400
 AG9400.The orthometric height was determined by differential leveling
 AG9400.and adjusted by the National Geodetic Survey in March 1995..
 AG9400
 AG9400.This Tidal Bench Mark is designated as VM 6444
 AG9400.by the Center for Operational Oceanographic Products and Services.
 AG9400
 AG9400.The geoid height was determined by GEOID03.
 AG9400
 AG9400.The dynamic height is computed by dividing the NAVD 88
 AG9400.geopotential number by the normal gravity value computed on the
 AG9400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9400.degrees latitude (g = 980.6199 gals.).
 AG9400
 AG9400.The modeled gravity was interpolated from observed gravity values.
 AG9400
 AG9400;                    North         East    Units  Estimated Accuracy
 AG9400;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9400
 AG9400                          SUPERSEDED SURVEY CONTROL
 AG9400
 AG9400.No superseded survey control is available for this station.
 AG9400
 AG9400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9400_MARKER: DJ = TIDAL STATION DISK
 AG9400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9400_SP_SET: STAINLESS STEEL ROD
 AG9400_STAMPING: 6425 J 1990
 AG9400_MARK LOGO: NOS   
 AG9400_PROJECTION: FLUSH
 AG9400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9400+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9400_ROD/PIPE-DEPTH: 12.8 meters
 AG9400
 AG9400  HISTORY     - Date     Condition        Report By
 AG9400  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9400
 AG9400                          STATION DESCRIPTION
 AG9400
 AG9400'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9400'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9400'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9400'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9400'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05 MI (0.08 KM) TO
 AG9400'THE JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE
 AG9400'AHEAD ON LAVENDER ROAD AND GO SOUTH THEN WEST 0.4 MI (0.6 KM) TO THE
 AG9400'END OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR 0.7 MI
 AG9400'(1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE HILLSBOROUGH
 AG9400'COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN LINK FENCE AND
 AG9400'LOCKED GATE, GO TRU THE GATE AND PROCEED NORTH FOR 397.5 FT (121.2 M)
 AG9400'TO THE MARK ON RIGHT.  THE MARK IS LOCATED 397.3 FT (121.1 M) NORTH
 AG9400'OF 872 6425 K, 227 FT (69.2 M) SOUTH OF 872 6425 F, 29.2 FT (8.9 M)
 AG9400'EAST OF A TWO TRUNKED OAK TREE, AND 5.9 FT (1.8 M) WEST OF A CHAIN
 AG9400'LINK FENCE AND A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9396 ***********************************************************************
 AG9396  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9396  DESIGNATION -  872 6425 K TIDAL
 AG9396  PID         -  AG9396
 AG9396  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9396  USGS QUAD   -  RUSKIN (1987)
 AG9396
 AG9396                         *CURRENT SURVEY CONTROL
 AG9396  ___________________________________________________________________
 AG9396* NAD 83(1986)-  27 40 36.     (N)    082 29 50.     (W)     SCALED    
 AG9396* NAVD 88     -         1.149  (meters)       3.77   (feet)  ADJUSTED  
 AG9396  ___________________________________________________________________
 AG9396  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG9396  DYNAMIC HT  -           1.147 (meters)       3.76  (feet)  COMP
 AG9396  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AG9396
 AG9396  VERT ORDER  -  SECOND    CLASS I
 AG9396
 AG9396.The horizontal coordinates were scaled from a topographic map and have
 AG9396.an estimated accuracy of +/- 6 seconds.
 AG9396
 AG9396.The orthometric height was determined by differential leveling
 AG9396.and adjusted by the National Geodetic Survey in March 1995..
 AG9396
 AG9396.This Tidal Bench Mark is designated as VM 6445
 AG9396.by the Center for Operational Oceanographic Products and Services.
 AG9396
 AG9396.The geoid height was determined by GEOID03.
 AG9396
 AG9396.The dynamic height is computed by dividing the NAVD 88
 AG9396.geopotential number by the normal gravity value computed on the
 AG9396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9396.degrees latitude (g = 980.6199 gals.).
 AG9396
 AG9396.The modeled gravity was interpolated from observed gravity values.
 AG9396
 AG9396;                    North         East    Units  Estimated Accuracy
 AG9396;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9396
 AG9396                          SUPERSEDED SURVEY CONTROL
 AG9396
 AG9396.No superseded survey control is available for this station.
 AG9396
 AG9396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9396_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9396_SP_SET: STAINLESS STEEL ROD
 AG9396_STAMPING: 6425 K 1990
 AG9396_MARK LOGO: NOS   
 AG9396_PROJECTION: FLUSH
 AG9396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9396_ROD/PIPE-DEPTH: 12.2 meters
 AG9396
 AG9396  HISTORY     - Date     Condition        Report By
 AG9396  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9396
 AG9396                          STATION DESCRIPTION
 AG9396
 AG9396'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9396'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9396'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9396'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9396'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05 MI (0.08 KM) TO
 AG9396'THE JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE
 AG9396'AHEAD ON LAVENDER ROAD AND GO SOUTH THEN WEST ON 0.4 MI (0.6 KM) TO
 AG9396'THE END OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR
 AG9396'0.7 MI (1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE
 AG9396'HILLSBOROUGH COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN
 AG9396'LINK FENCE AND LOCKED GATE, AND THE MARK ON THE RIGHT.  THE MARK IS
 AG9396'LOCATED 90.6 FT (27.6 M) NORTH OF POWER POLE NUMBER 4000 45, 58.7 FT
 AG9396'(17.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD ON THE
 AG9396'INSIDE OF THE CURVE OF THE DIM DIRT ROAD, 16.4 FT (5.0 M) EAST OF THE
 AG9396'CENTER OF THE LOCKED CHAIN LINK GATE, AND 3.9 FT (1.2 M) SOUTH OF THE
 AG9396'CHAIN LINK FENCE AND A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7403 ***********************************************************************
 AG7403  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7403  DESIGNATION -  872 6428 C TIDAL
 AG7403  PID         -  AG7403
 AG7403  STATE/COUNTY-  FL/PINELLAS
 AG7403  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7403
 AG7403                         *CURRENT SURVEY CONTROL
 AG7403  ___________________________________________________________________
 AG7403* NAD 83(1986)-  27 41 29.     (N)    082 43 09.     (W)     SCALED    
 AG7403* NAVD 88     -         2.104  (meters)       6.90   (feet)  ADJUSTED  
 AG7403  ___________________________________________________________________
 AG7403  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG7403  DYNAMIC HT  -           2.101 (meters)       6.89  (feet)  COMP
 AG7403  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 AG7403
 AG7403  VERT ORDER  -  SECOND    CLASS I
 AG7403
 AG7403.The horizontal coordinates were scaled from a topographic map and have
 AG7403.an estimated accuracy of +/- 6 seconds.
 AG7403
 AG7403.The orthometric height was determined by differential leveling
 AG7403.and adjusted by the National Geodetic Survey in June 1991..
 AG7403
 AG7403.This Tidal Bench Mark is designated as VM 12129
 AG7403.by the Center for Operational Oceanographic Products and Services.
 AG7403
 AG7403.The geoid height was determined by GEOID03.
 AG7403
 AG7403.The dynamic height is computed by dividing the NAVD 88
 AG7403.geopotential number by the normal gravity value computed on the
 AG7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7403.degrees latitude (g = 980.6199 gals.).
 AG7403
 AG7403.The modeled gravity was interpolated from observed gravity values.
 AG7403
 AG7403;                    North         East    Units  Estimated Accuracy
 AG7403;SPC FL W     -   372,220.      129,060.      MT  (+/- 180 meters Scaled)
 AG7403
 AG7403                          SUPERSEDED SURVEY CONTROL
 AG7403
 AG7403  NGVD 29 (??/??/92)    2.394  (m)            7.85   (f) ADJ UNCH    2 1
 AG7403
 AG7403.Superseded values are not recommended for survey control.
 AG7403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7403.See file dsdata.txt to determine how the superseded data were derived.
 AG7403
 AG7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304641(NAD 83)
 AG7403_MARKER: DJ = TIDAL STATION DISK
 AG7403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7403_SP_SET: COPPER-CLAD STEEL ROD
 AG7403_STAMPING: C 1976
 AG7403_MARK LOGO: NOS   
 AG7403_PROJECTION: FLUSH
 AG7403_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7403+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1990
 AG7403_ROD/PIPE-DEPTH: 12.2 meters
 AG7403
 AG7403  HISTORY     - Date     Condition        Report By
 AG7403  HISTORY     - 1976     MONUMENTED       NOS
 AG7403  HISTORY     - 1982     GOOD             FLDNR
 AG7403  HISTORY     - 19900617 GOOD             FLDNR
 AG7403  HISTORY     - 20000202 GOOD             USPSQD
 AG7403
 AG7403                          STATION DESCRIPTION
 AG7403
 AG7403'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7403'9.9 MI SW FROM ST PETERSBURG.
 AG7403'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 (34TH STREET) AND
 AG7403'1ST AVENUE NORTH IN ST. PETERSBURG, GO 3.6 MILES SOUTH ON U.S.
 AG7403'19 TO THE INTERSECTION OF STATE ROAD 682, GO 2.3 MILES WEST ON
 AG7403'STATE ROAD 682 TO THE JUNCTION OF STATE ROAD 693, GO 1.5 MILES
 AG7403'SOUTH ON STATE ROAD 693 TO TIERRA VERDE AND THE MARK.  THE MARK
 AG7403'BEARS 28.0 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE,
 AG7403'29.0 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 28.7
 AG7403'FEET NORTH-NORTHWEST OF THE SOUTH CENTER END OF THE FIRST MEDIAN
 AG7403'SOUTH OF THE BRIDGE OVER MAIN CHANNEL.
 AG7403
 AG7403                          STATION RECOVERY (1990)
 AG7403
 AG7403'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7403'RECOVERED IN GOOD CONDITION.
 AG7403
 AG7403                          STATION RECOVERY (2000)
 AG7403
 AG7403'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7404 ***********************************************************************
 AG7404  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7404  DESIGNATION -  872 6428 E TIDAL
 AG7404  PID         -  AG7404
 AG7404  STATE/COUNTY-  FL/PINELLAS
 AG7404  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7404
 AG7404                         *CURRENT SURVEY CONTROL
 AG7404  ___________________________________________________________________
 AG7404* NAD 83(1986)-  27 41 29.     (N)    082 43 11.     (W)     SCALED    
 AG7404* NAVD 88     -         1.865  (meters)       6.12   (feet)  ADJUSTED  
 AG7404  ___________________________________________________________________
 AG7404  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG7404  DYNAMIC HT  -           1.863 (meters)       6.11  (feet)  COMP
 AG7404  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 AG7404
 AG7404  VERT ORDER  -  SECOND    CLASS I
 AG7404
 AG7404.The horizontal coordinates were scaled from a topographic map and have
 AG7404.an estimated accuracy of +/- 6 seconds.
 AG7404
 AG7404.The orthometric height was determined by differential leveling
 AG7404.and adjusted by the National Geodetic Survey in March 1995..
 AG7404
 AG7404.This Tidal Bench Mark is designated as VM 12130
 AG7404.by the Center for Operational Oceanographic Products and Services.
 AG7404
 AG7404.The geoid height was determined by GEOID03.
 AG7404
 AG7404.The dynamic height is computed by dividing the NAVD 88
 AG7404.geopotential number by the normal gravity value computed on the
 AG7404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7404.degrees latitude (g = 980.6199 gals.).
 AG7404
 AG7404.The modeled gravity was interpolated from observed gravity values.
 AG7404
 AG7404;                    North         East    Units  Estimated Accuracy
 AG7404;SPC FL W     -   372,220.      129,010.      MT  (+/- 180 meters Scaled)
 AG7404
 AG7404                          SUPERSEDED SURVEY CONTROL
 AG7404
 AG7404  NAVD 88 (06/15/91)    1.874  (m)            6.15   (f) UNKNOWN     2 1
 AG7404  NGVD 29 (??/??/92)    2.164  (m)            7.10   (f) ADJ UNCH    2 1
 AG7404
 AG7404.Superseded values are not recommended for survey control.
 AG7404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7404.See file dsdata.txt to determine how the superseded data were derived.
 AG7404
 AG7404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304642(NAD 83)
 AG7404_MARKER: DJ = TIDAL STATION DISK
 AG7404_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7404+WITH SETTING: PAVEMENT
 AG7404_SP_SET: MAT FOUNDATION
 AG7404_STAMPING: 6428 E 1976
 AG7404_MARK LOGO: NOS   
 AG7404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7404+STABILITY: SURFACE MOTION
 AG7404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7404+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1990
 AG7404
 AG7404  HISTORY     - Date     Condition        Report By
 AG7404  HISTORY     - 1976     MONUMENTED       NOS
 AG7404  HISTORY     - 1982     GOOD             FLDNR
 AG7404  HISTORY     - 19900617 GOOD             FLDNR
 AG7404  HISTORY     - 20000220 GOOD             USPSQD
 AG7404
 AG7404                          STATION DESCRIPTION
 AG7404
 AG7404'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7404'9.9 MI SW FROM ST PETERSBURG.
 AG7404'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 (34TH STREET) AND
 AG7404'1ST AVENUE NORTH IN ST. PETERSBURG, GO 3.6 MILES SOUTH ON U.S. 19
 AG7404'TO THE INTERSECTION OF STATE ROAD 682, GO 2.3 MILES WEST ON STATE
 AG7404'ROAD 682 TO THE JUNCTION OF STATE ROAD 693, GO 1.5 MILES SOUTH ON
 AG7404'STATE ROAD 693 TO TIERRA VERDE AND THE MARK.  THE MARK BEARS 68
 AG7404'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 AG7404'44 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF MADONNA
 AG7404'BOULEVARD, AND IS SET IN THE NORTHEAST CORNER OF THE BASE FOR THE
 AG7404'TIERRA VERDE SHOPPING CENTER SIGN.
 AG7404'THE MARK IS 2 FT ABOVE ROAD.
 AG7404
 AG7404                          STATION RECOVERY (1990)
 AG7404
 AG7404'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7404'RECOVERED IN GOOD CONDITION.
 AG7404
 AG7404                          STATION RECOVERY (2000)
 AG7404
 AG7404'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9423 ***********************************************************************
 AG9423  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9423  DESIGNATION -  872 6428 F TIDAL
 AG9423  PID         -  AG9423
 AG9423  STATE/COUNTY-  FL/PINELLAS
 AG9423  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG9423
 AG9423                         *CURRENT SURVEY CONTROL
 AG9423  ___________________________________________________________________
 AG9423* NAD 83(1986)-  27 41 32.     (N)    082 43 11.     (W)     SCALED    
 AG9423* NAVD 88     -         2.056  (meters)       6.75   (feet)  ADJUSTED  
 AG9423  ___________________________________________________________________
 AG9423  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG9423  DYNAMIC HT  -           2.053 (meters)       6.74  (feet)  COMP
 AG9423  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 AG9423
 AG9423  VERT ORDER  -  SECOND    CLASS I
 AG9423
 AG9423.The horizontal coordinates were scaled from a topographic map and have
 AG9423.an estimated accuracy of +/- 6 seconds.
 AG9423
 AG9423.The orthometric height was determined by differential leveling
 AG9423.and adjusted by the National Geodetic Survey in March 1995..
 AG9423
 AG9423.This Tidal Bench Mark is designated as VM 12132
 AG9423.by the Center for Operational Oceanographic Products and Services.
 AG9423
 AG9423.The geoid height was determined by GEOID03.
 AG9423
 AG9423.The dynamic height is computed by dividing the NAVD 88
 AG9423.geopotential number by the normal gravity value computed on the
 AG9423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9423.degrees latitude (g = 980.6199 gals.).
 AG9423
 AG9423.The modeled gravity was interpolated from observed gravity values.
 AG9423
 AG9423;                    North         East    Units  Estimated Accuracy
 AG9423;SPC FL W     -   372,310.      129,010.      MT  (+/- 180 meters Scaled)
 AG9423
 AG9423                          SUPERSEDED SURVEY CONTROL
 AG9423
 AG9423.No superseded survey control is available for this station.
 AG9423
 AG9423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304642(NAD 83)
 AG9423_MARKER: I = METAL ROD
 AG9423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9423_SP_SET: STAINLESS STEEL ROD
 AG9423_STAMPING: 6428 F 1990
 AG9423_MARK LOGO: NOS   
 AG9423_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9423+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9423
 AG9423  HISTORY     - Date     Condition        Report By
 AG9423  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9423  HISTORY     - 20000203 MARK NOT FOUND   USPSQD
 AG9423
 AG9423                          STATION DESCRIPTION
 AG9423
 AG9423'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9423'THE MARK IS LOCATED AT THE TIERRA VERDE MARINA IN TIERRA VERDE,
 AG9423'PINELLAS COUNTY FLORIDA.  TO REACH FROM THE INTERSECTION OF U.S.
 AG9423'HIGHWAY 19 AND STATE ROAD 682 IN PINELLAS COUNTY GO WEST ON STATE
 AG9423'ROAD 682 FOR 2.3 MI (3.70 KM) TO THE INTERSECTION OF STATE ROAD 682
 AG9423'AND STATE ROAD 679, TURN LEFT GO SOUTHERLY ON STATE ROAD 679 FOR 1.5
 AG9423'MI (2.41 KM) TO THE TIERRA VERDE MARINA AND MARK ON THE RIGHT.  THE
 AG9423'MARK BEARS 38.9 FT (11.86 M) EAST OF THE SOUTHEAST CORNER OF A
 AG9423'CONCRETE PAD FOR AN ELECTRIC TRANSFORMER, 16.0 FT (4.88 M) SOUTHWEST
 AG9423'OF A WOODEN LIGHT POLE, 2.0 FT (0.61 M) SOUTH OF A CHAIN LINK FENCE.
 AG9423
 AG9423                          STATION RECOVERY (2000)
 AG9423
 AG9423'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG9423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9425 ***********************************************************************
 AG9425  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9425  DESIGNATION -  872 6428 G TIDAL
 AG9425  PID         -  AG9425
 AG9425  STATE/COUNTY-  FL/PINELLAS
 AG9425  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG9425
 AG9425                         *CURRENT SURVEY CONTROL
 AG9425  ___________________________________________________________________
 AG9425* NAD 83(1986)-  27 41 20.     (N)    082 43 16.     (W)     SCALED    
 AG9425* NAVD 88     -         1.856  (meters)       6.09   (feet)  ADJUSTED  
 AG9425  ___________________________________________________________________
 AG9425  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG9425  DYNAMIC HT  -           1.853 (meters)       6.08  (feet)  COMP
 AG9425  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 AG9425
 AG9425  VERT ORDER  -  SECOND    CLASS I
 AG9425
 AG9425.The horizontal coordinates were scaled from a topographic map and have
 AG9425.an estimated accuracy of +/- 6 seconds.
 AG9425
 AG9425.The orthometric height was determined by differential leveling
 AG9425.and adjusted by the National Geodetic Survey in March 1995..
 AG9425
 AG9425.This Tidal Bench Mark is designated as VM 12133
 AG9425.by the Center for Operational Oceanographic Products and Services.
 AG9425
 AG9425.The geoid height was determined by GEOID03.
 AG9425
 AG9425.The dynamic height is computed by dividing the NAVD 88
 AG9425.geopotential number by the normal gravity value computed on the
 AG9425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9425.degrees latitude (g = 980.6199 gals.).
 AG9425
 AG9425.The modeled gravity was interpolated from observed gravity values.
 AG9425
 AG9425;                    North         East    Units  Estimated Accuracy
 AG9425;SPC FL W     -   371,940.      128,870.      MT  (+/- 180 meters Scaled)
 AG9425
 AG9425                          SUPERSEDED SURVEY CONTROL
 AG9425
 AG9425.No superseded survey control is available for this station.
 AG9425
 AG9425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL302639(NAD 83)
 AG9425_MARKER: I = METAL ROD
 AG9425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9425_SP_SET: STAINLESS STEEL ROD
 AG9425_STAMPING: 6248 G 1990
 AG9425_MARK LOGO: NOS   
 AG9425_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9425+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9425
 AG9425  HISTORY     - Date     Condition        Report By
 AG9425  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9425  HISTORY     - 20000203 MARK NOT FOUND   USPSQD
 AG9425
 AG9425                          STATION DESCRIPTION
 AG9425
 AG9425'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9425'THE MARK IS LOCATED IN TIERRA VERDE, PINELLAS COUNTY FLORIDA.  TO
 AG9425'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 AG9425'ROAD 682 IN PINELLAS COUNTY GO WEST ON STATE ROAD 682 FOR 2.3 MI
 AG9425'(3.70 KM) TO THE INTERSECTION OF STATE ROAD 682 AND STATE ROAD 679,
 AG9425'TURN LEFT GO SOUTHERLY ON STATE ROAD 679 FOR 1.6 MI (2.57 KM) TO THE
 AG9425'MARK ON THE RIGHT.  THE MARK IS LOCATED 715.0 FT (217.93 M) SOUTH OF
 AG9425'BENCHMARK 872 6248 E TIDAL, 55.0 FT (16.76 M) SOUTHWEST OF POWERPOLE
 AG9425'NUMBER 135335, 45.0 FT (13.72 M) WEST 0F THE CENTERLINE OF STATE ROAD
 AG9425'679 AND 15.0 FT (4.57 M) EAST OF THE SEAWALL.
 AG9425
 AG9425                          STATION RECOVERY (2000)
 AG9425
 AG9425'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG9425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7462 ***********************************************************************
 AG7462  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7462  DESIGNATION -  872 6430 A TIDAL
 AG7462  PID         -  AG7462
 AG7462  STATE/COUNTY-  FL/PINELLAS
 AG7462  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7462
 AG7462                         *CURRENT SURVEY CONTROL
 AG7462  ___________________________________________________________________
 AG7462* NAD 83(1986)-  27 41 09.     (N)    082 44 17.     (W)     SCALED    
 AG7462* NAVD 88     -         1.260  (meters)       4.13   (feet)  ADJUSTED  
 AG7462  ___________________________________________________________________
 AG7462  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG7462  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 AG7462  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 AG7462
 AG7462  VERT ORDER  -  SECOND    CLASS I
 AG7462
 AG7462.The horizontal coordinates were scaled from a topographic map and have
 AG7462.an estimated accuracy of +/- 6 seconds.
 AG7462
 AG7462.The orthometric height was determined by differential leveling
 AG7462.and adjusted by the National Geodetic Survey in June 1991..
 AG7462
 AG7462.This Tidal Bench Mark is designated as VM 12121
 AG7462.by the Center for Operational Oceanographic Products and Services.
 AG7462
 AG7462.The geoid height was determined by GEOID03.
 AG7462
 AG7462.The dynamic height is computed by dividing the NAVD 88
 AG7462.geopotential number by the normal gravity value computed on the
 AG7462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7462.degrees latitude (g = 980.6199 gals.).
 AG7462
 AG7462.The modeled gravity was interpolated from observed gravity values.
 AG7462
 AG7462;                    North         East    Units  Estimated Accuracy
 AG7462;SPC FL W     -   371,610.      127,200.      MT  (+/- 180 meters Scaled)
 AG7462
 AG7462                          SUPERSEDED SURVEY CONTROL
 AG7462
 AG7462  NGVD 29 (??/??/92)    1.540  (m)            5.05   (f) ADJ UNCH    2 1
 AG7462
 AG7462.Superseded values are not recommended for survey control.
 AG7462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7462.See file dsdata.txt to determine how the superseded data were derived.
 AG7462
 AG7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286636(NAD 83)
 AG7462_MARKER: DJ = TIDAL STATION DISK
 AG7462_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7462+WITH SETTING: PAVEMENT
 AG7462_SP_SET: CONCRETE DECK
 AG7462_STAMPING: 6430 A 1976
 AG7462_MARK LOGO: NOS   
 AG7462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7462+STABILITY: SURFACE MOTION
 AG7462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7462+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 AG7462
 AG7462  HISTORY     - Date     Condition        Report By
 AG7462  HISTORY     - 1976     MONUMENTED       NOS
 AG7462  HISTORY     - 1982     GOOD             FLDNR
 AG7462  HISTORY     - 1983     GOOD             FLDNR
 AG7462  HISTORY     - 19990202 GOOD             USPSQD
 AG7462  HISTORY     - 20000202 GOOD             USPSQD
 AG7462  HISTORY     - 20010302 GOOD             USPSQD
 AG7462  HISTORY     - 20010331 GOOD             NGS
 AG7462
 AG7462                          STATION DESCRIPTION
 AG7462
 AG7462'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7462'IN PASS A GRILLE BEACH.
 AG7462'THE MARK IS AT PASS-A-GRILLE BEACH AT THE SOUTH END OF GULF WAY,
 AG7462'SET IN THE CONCRETE DECK AT THE WEST END OF A FISHING JETTY, 36
 AG7462'FEET EAST OF THE WEST END OF THE JETTY, AND 2 FEET NORTHWEST OF
 AG7462'THE SOUTHEAST CORNER OF THE DECK.
 AG7462
 AG7462                          STATION RECOVERY (1983)
 AG7462
 AG7462'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (1999)
 AG7462
 AG7462'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (2000)
 AG7462
 AG7462'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (2001)
 AG7462
 AG7462'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (2001)
 AG7462
 AG7462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7460 ***********************************************************************
 AG7460  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7460  DESIGNATION -  872 6430 B TIDAL
 AG7460  PID         -  AG7460
 AG7460  STATE/COUNTY-  FL/PINELLAS
 AG7460  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7460
 AG7460                         *CURRENT SURVEY CONTROL
 AG7460  ___________________________________________________________________
 AG7460* NAD 83(1986)-  27 41 01.     (N)    082 44 17.     (W)     SCALED    
 AG7460* NAVD 88     -         1.749  (meters)       5.74   (feet)  ADJUSTED  
 AG7460  ___________________________________________________________________
 AG7460  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG7460  DYNAMIC HT  -           1.746 (meters)       5.73  (feet)  COMP
 AG7460  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 AG7460
 AG7460  VERT ORDER  -  SECOND    CLASS I
 AG7460
 AG7460.The horizontal coordinates were scaled from a topographic map and have
 AG7460.an estimated accuracy of +/- 6 seconds.
 AG7460
 AG7460.The orthometric height was determined by differential leveling
 AG7460.and adjusted by the National Geodetic Survey in June 1991..
 AG7460
 AG7460.This Tidal Bench Mark is designated as VM 12122
 AG7460.by the Center for Operational Oceanographic Products and Services.
 AG7460
 AG7460.The geoid height was determined by GEOID03.
 AG7460
 AG7460.The dynamic height is computed by dividing the NAVD 88
 AG7460.geopotential number by the normal gravity value computed on the
 AG7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7460.degrees latitude (g = 980.6199 gals.).
 AG7460
 AG7460.The modeled gravity was interpolated from observed gravity values.
 AG7460
 AG7460;                    North         East    Units  Estimated Accuracy
 AG7460;SPC FL W     -   371,370.      127,200.      MT  (+/- 180 meters Scaled)
 AG7460
 AG7460                          SUPERSEDED SURVEY CONTROL
 AG7460
 AG7460  NGVD 29 (??/??/92)    2.030  (m)            6.66   (f) ADJ UNCH    2 1
 AG7460
 AG7460.Superseded values are not recommended for survey control.
 AG7460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7460.See file dsdata.txt to determine how the superseded data were derived.
 AG7460
 AG7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83)
 AG7460_MARKER: DJ = TIDAL STATION DISK
 AG7460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7460_SP_SET: COPPER-CLAD STEEL ROD
 AG7460_STAMPING: 6430 B 1976
 AG7460_MARK LOGO: NOS   
 AG7460_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7460+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 AG7460_ROD/PIPE-DEPTH: 12.2 meters
 AG7460
 AG7460  HISTORY     - Date     Condition        Report By
 AG7460  HISTORY     - 1976     MONUMENTED       NOS
 AG7460  HISTORY     - 1982     GOOD             FLDNR
 AG7460  HISTORY     - 1983     GOOD             FLDNR
 AG7460  HISTORY     - 19990202 GOOD             USPSQD
 AG7460  HISTORY     - 20000202 GOOD             USPSQD
 AG7460  HISTORY     - 20010302 GOOD             USPSQD
 AG7460  HISTORY     - 20010331 GOOD             NGS
 AG7460
 AG7460                          STATION DESCRIPTION
 AG7460
 AG7460'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7460'IN PASS A GRILLE BEACH.
 AG7460'THE MARK IS AT PASS-A-GRILLE BEACH AT THE JUNCTION OF 4TH AVENUE
 AG7460'WITH GULF WAY.  THE MARK BEARS 19 FEET WEST OF THE CENTERLINE OF
 AG7460'GULF WAY AND 3 FEET EAST OF CONCRETE POWER POLE 108780.
 AG7460'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AG7460
 AG7460                          STATION RECOVERY (1983)
 AG7460
 AG7460'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7460'RECOVERED IN GOOD CONDITION.
 AG7460
 AG7460                          STATION RECOVERY (1999)
 AG7460
 AG7460'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7460'RECOVERED IN GOOD CONDITION.
 AG7460
 AG7460                          STATION RECOVERY (2000)
 AG7460
 AG7460'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7460'RECOVERED IN GOOD CONDITION.
 AG7460
 AG7460                          STATION RECOVERY (2001)
 AG7460
 AG7460'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7460'NO WITNESS POST IS PRESENT. ADD, THE MARK IS ON THE EXTENDED
 AG7460'CENTERLINE OF 4TH AVENUE, 6 INCHES WEST OF THE BACK OF CURB.
 AG7460
 AG7460                          STATION RECOVERY (2001)
 AG7460
 AG7460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7460'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7730 ***********************************************************************
 AG7730  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7730  DESIGNATION -  872 6430 G TIDAL
 AG7730  PID         -  AG7730
 AG7730  STATE/COUNTY-  FL/PINELLAS
 AG7730  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7730
 AG7730                         *CURRENT SURVEY CONTROL
 AG7730  ___________________________________________________________________
 AG7730* NAD 83(1986)-  27 41 01.     (N)    082 44 17.     (W)     SCALED    
 AG7730* NAVD 88     -         1.670  (meters)       5.48   (feet)  ADJUSTED  
 AG7730  ___________________________________________________________________
 AG7730  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG7730  DYNAMIC HT  -           1.668 (meters)       5.47  (feet)  COMP
 AG7730  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 AG7730
 AG7730  VERT ORDER  -  SECOND    CLASS I
 AG7730
 AG7730.The horizontal coordinates were scaled from a topographic map and have
 AG7730.an estimated accuracy of +/- 6 seconds.
 AG7730
 AG7730.The orthometric height was determined by differential leveling
 AG7730.and adjusted by the National Geodetic Survey in June 1991..
 AG7730
 AG7730.This Tidal Bench Mark is designated as VM 12421
 AG7730.by the Center for Operational Oceanographic Products and Services.
 AG7730
 AG7730.The geoid height was determined by GEOID03.
 AG7730
 AG7730.The dynamic height is computed by dividing the NAVD 88
 AG7730.geopotential number by the normal gravity value computed on the
 AG7730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7730.degrees latitude (g = 980.6199 gals.).
 AG7730
 AG7730.The modeled gravity was interpolated from observed gravity values.
 AG7730
 AG7730;                    North         East    Units  Estimated Accuracy
 AG7730;SPC FL W     -   371,370.      127,200.      MT  (+/- 180 meters Scaled)
 AG7730
 AG7730                          SUPERSEDED SURVEY CONTROL
 AG7730
 AG7730.No superseded survey control is available for this station.
 AG7730
 AG7730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83)
 AG7730_MARKER: DJ = TIDAL STATION DISK
 AG7730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7730_SP_SET: CONCRETE POST
 AG7730_STAMPING: 6430 G 1983
 AG7730_MARK LOGO: NOS   
 AG7730_PROJECTION: FLUSH
 AG7730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7730+STABILITY: SURFACE MOTION
 AG7730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7730+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 AG7730
 AG7730  HISTORY     - Date     Condition        Report By
 AG7730  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7730  HISTORY     - 19990202 GOOD             USPSQD
 AG7730  HISTORY     - 20000203 GOOD             USPSQD
 AG7730  HISTORY     - 20010302 GOOD             USPSQD
 AG7730  HISTORY     - 20010331 GOOD             NGS
 AG7730
 AG7730                          STATION DESCRIPTION
 AG7730
 AG7730'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7730'IN PASS A GRILLE BEACH.
 AG7730'THE MARK IS AT THE JUNCTION OF 2ND AVENUE WITH GULF WAY IN
 AG7730'PASS-A-GRILLE BEACH.  THE MARK BEARS 34.7 FEET WEST OF THE CENTERLINE
 AG7730'OF GULF WAY, 7.5 FEET SOUTH-SOUTHEAST OF CONCRETE POWER POLE 108784,
 AG7730'3.3 FEET EAST OF A 3-FOOT HIGH CONCRETE WALL, 17.3 FEET NORTH OF
 AG7730'PARKING METER 11, AND IS IN LINE WITH THE EXTENDED CENTERLINE OF 2ND
 AG7730'AVENUE.  THE MARK WAS SET TO REPLACE BENCH MARK 872 6430 A 1976 WHICH
 AG7730'IS TO BE DESTROYED WHEN THE JETTY IS REBUILT.
 AG7730
 AG7730                          STATION RECOVERY (1999)
 AG7730
 AG7730'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7730'RECOVERED IN GOOD CONDITION.
 AG7730
 AG7730                          STATION RECOVERY (2000)
 AG7730
 AG7730'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7730'RECOVERED IN GOOD CONDITION.
 AG7730
 AG7730                          STATION RECOVERY (2001)
 AG7730
 AG7730'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7730'RECOVERED IN GOOD CONDITION.
 AG7730
 AG7730                          STATION RECOVERY (2001)
 AG7730
 AG7730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7730'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7729 ***********************************************************************
 AG7729  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7729  DESIGNATION -  872 6430 H TIDAL
 AG7729  PID         -  AG7729
 AG7729  STATE/COUNTY-  FL/PINELLAS
 AG7729  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7729
 AG7729                         *CURRENT SURVEY CONTROL
 AG7729  ___________________________________________________________________
 AG7729* NAD 83(1986)-  27 41 01.     (N)    082 44 17.     (W)     SCALED    
 AG7729* NAVD 88     -         1.814  (meters)       5.95   (feet)  ADJUSTED  
 AG7729  ___________________________________________________________________
 AG7729  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG7729  DYNAMIC HT  -           1.812 (meters)       5.94  (feet)  COMP
 AG7729  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 AG7729
 AG7729  VERT ORDER  -  SECOND    CLASS I
 AG7729
 AG7729.The horizontal coordinates were scaled from a topographic map and have
 AG7729.an estimated accuracy of +/- 6 seconds.
 AG7729
 AG7729.The orthometric height was determined by differential leveling
 AG7729.and adjusted by the National Geodetic Survey in June 1991..
 AG7729
 AG7729.This Tidal Bench Mark is designated as VM 12422
 AG7729.by the Center for Operational Oceanographic Products and Services.
 AG7729
 AG7729.The geoid height was determined by GEOID03.
 AG7729
 AG7729.The dynamic height is computed by dividing the NAVD 88
 AG7729.geopotential number by the normal gravity value computed on the
 AG7729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7729.degrees latitude (g = 980.6199 gals.).
 AG7729
 AG7729.The modeled gravity was interpolated from observed gravity values.
 AG7729
 AG7729;                    North         East    Units  Estimated Accuracy
 AG7729;SPC FL W     -   371,370.      127,200.      MT  (+/- 180 meters Scaled)
 AG7729
 AG7729                          SUPERSEDED SURVEY CONTROL
 AG7729
 AG7729.No superseded survey control is available for this station.
 AG7729
 AG7729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83)
 AG7729_MARKER: DJ = TIDAL STATION DISK
 AG7729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7729_SP_SET: CONCRETE POST
 AG7729_STAMPING: 6430 H 1983
 AG7729_MARK LOGO: NOS   
 AG7729_PROJECTION: RECESSED 3 CENTIMETERS
 AG7729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7729+STABILITY: SURFACE MOTION
 AG7729
 AG7729  HISTORY     - Date     Condition        Report By
 AG7729  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7729  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 AG7729  HISTORY     - 20000203 MARK NOT FOUND   USPSQD
 AG7729  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 AG7729  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7729
 AG7729                          STATION DESCRIPTION
 AG7729
 AG7729'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7729'IN PASS A GRILLE BEACH.
 AG7729'THE MARK IS AT THE JUNCTION OF 6TH AVENUE WITH GULF WAY IN
 AG7729'PASS-A-GRILLE BEACH.  THE MARK BEARS 29.6 FEET WEST OF THE CENTERLINE
 AG7729'OF GULF WAY, 36.5 FEET SOUTH OF THE EXTENDED CENTERLINE OF 6TH AVENUE,
 AG7729'6.8 FEET SOUTH OF PARKING METER 40, 15.6 FEET NORTH OF PARKING METER
 AG7729'39, AND 2.8 FEET EAST OF A 3-FOOT HIGH CONCRETE WALL.
 AG7729
 AG7729                          STATION RECOVERY (1999)
 AG7729
 AG7729'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7729'MARK NOT FOUND.
 AG7729
 AG7729                          STATION RECOVERY (2000)
 AG7729
 AG7729'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7729'MARK NOT FOUND.
 AG7729
 AG7729                          STATION RECOVERY (2001)
 AG7729
 AG7729'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7729'THE PARKING METERS HAVE BEEN REMOVED. THE BASE OF A PALM TREE NOW
 AG7729'COVERS THE LOCATION DESCRIBED.
 AG7729
 AG7729                          STATION RECOVERY (2001)
 AG7729
 AG7729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7551 ***********************************************************************
 AG7551  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7551  DESIGNATION -  872 6436 B TIDAL
 AG7551  PID         -  AG7551
 AG7551  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7551  USGS QUAD   -  RUSKIN (1987)
 AG7551
 AG7551                         *CURRENT SURVEY CONTROL
 AG7551  ___________________________________________________________________
 AG7551* NAD 83(1986)-  27 42 16.     (N)    082 26 46.     (W)     SCALED    
 AG7551* NAVD 88     -         3.554  (meters)      11.66   (feet)  ADJUSTED  
 AG7551  ___________________________________________________________________
 AG7551  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7551  DYNAMIC HT  -           3.549 (meters)      11.64  (feet)  COMP
 AG7551  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 AG7551
 AG7551  VERT ORDER  -  SECOND    CLASS I
 AG7551
 AG7551.The horizontal coordinates were scaled from a topographic map and have
 AG7551.an estimated accuracy of +/- 6 seconds.
 AG7551
 AG7551.The orthometric height was determined by differential leveling
 AG7551.and adjusted by the National Geodetic Survey in June 1991..
 AG7551
 AG7551.This Tidal Bench Mark is designated as VM 12117
 AG7551.by the Center for Operational Oceanographic Products and Services.
 AG7551
 AG7551.The geoid height was determined by GEOID03.
 AG7551
 AG7551.The dynamic height is computed by dividing the NAVD 88
 AG7551.geopotential number by the normal gravity value computed on the
 AG7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7551.degrees latitude (g = 980.6199 gals.).
 AG7551
 AG7551.The modeled gravity was interpolated from observed gravity values.
 AG7551
 AG7551;                    North         East    Units  Estimated Accuracy
 AG7551;SPC FL W     -   373,540.      156,000.      MT  (+/- 180 meters Scaled)
 AG7551
 AG7551                          SUPERSEDED SURVEY CONTROL
 AG7551
 AG7551.No superseded survey control is available for this station.
 AG7551
 AG7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL574653(NAD 83)
 AG7551_MARKER: DJ = TIDAL STATION DISK
 AG7551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7551_SP_SET: CONCRETE DRAIN BOX
 AG7551_STAMPING: 6436 B 1977
 AG7551_MARK LOGO: NOS   
 AG7551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7551
 AG7551  HISTORY     - Date     Condition        Report By
 AG7551  HISTORY     - 1977     MONUMENTED       NOS
 AG7551  HISTORY     - 1982     GOOD             FLDNR
 AG7551  HISTORY     - 19910326 GOOD             USPSQD
 AG7551
 AG7551                          STATION DESCRIPTION
 AG7551
 AG7551'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7551'1.85 MI SW FROM RUSKIN.
 AG7551'BEGIN AT THE RUSKIN POST OFFICE, GO 1.85 MILES SOUTHWEST
 AG7551'ON U.S. HIGHWAY 41 TO THE BRIDGE OVER THE LITTLE MANATEE
 AG7551'RIVER AND THE MARK VICINITY.
 AG7551'THE MARK BEARS 37.6 FEET SOUTH OF THE CENTERLINE OF U.S.
 AG7551'41 SOUTHBOUND, 31.6 FEET NORTH OF THE CENTERLINE OF U.S.
 AG7551'41 NORTHBOUND, 75.7 FEET EAST OF THE WEST EDGE OF THE
 AG7551'MEDIAN CURB FOR A CROSS-OVER ROAD EAST OF THE BRIDGE,
 AG7551'AND 0.5 FOOT WEST OF A WITNESS POST.
 AG7551'THE MARK IS 2 FT BELOW ROAD.
 AG7551
 AG7551                          STATION RECOVERY (1991)
 AG7551
 AG7551'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7552 ***********************************************************************
 AG7552  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7552  DESIGNATION -  872 6436 C TIDAL
 AG7552  PID         -  AG7552
 AG7552  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7552  USGS QUAD   -  RUSKIN (1987)
 AG7552
 AG7552                         *CURRENT SURVEY CONTROL
 AG7552  ___________________________________________________________________
 AG7552* NAD 83(1986)-  27 42 16.     (N)    082 26 46.     (W)     SCALED    
 AG7552* NAVD 88     -         4.338  (meters)      14.23   (feet)  ADJUSTED  
 AG7552  ___________________________________________________________________
 AG7552  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7552  DYNAMIC HT  -           4.331 (meters)      14.21  (feet)  COMP
 AG7552  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 AG7552
 AG7552  VERT ORDER  -  SECOND    CLASS I
 AG7552
 AG7552.The horizontal coordinates were scaled from a topographic map and have
 AG7552.an estimated accuracy of +/- 6 seconds.
 AG7552
 AG7552.The orthometric height was determined by differential leveling
 AG7552.and adjusted by the National Geodetic Survey in June 1991..
 AG7552
 AG7552.This Tidal Bench Mark is designated as VM 12118
 AG7552.by the Center for Operational Oceanographic Products and Services.
 AG7552
 AG7552.The geoid height was determined by GEOID03.
 AG7552
 AG7552.The dynamic height is computed by dividing the NAVD 88
 AG7552.geopotential number by the normal gravity value computed on the
 AG7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7552.degrees latitude (g = 980.6199 gals.).
 AG7552
 AG7552.The modeled gravity was interpolated from observed gravity values.
 AG7552
 AG7552;                    North         East    Units  Estimated Accuracy
 AG7552;SPC FL W     -   373,540.      156,000.      MT  (+/- 180 meters Scaled)
 AG7552
 AG7552                          SUPERSEDED SURVEY CONTROL
 AG7552
 AG7552.No superseded survey control is available for this station.
 AG7552
 AG7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL574653(NAD 83)
 AG7552_MARKER: DJ = TIDAL STATION DISK
 AG7552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7552_SP_SET: CONCRETE DRAIN BOX
 AG7552_STAMPING: 6436 C 1977
 AG7552_MARK LOGO: NOS   
 AG7552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7552
 AG7552  HISTORY     - Date     Condition        Report By
 AG7552  HISTORY     - 1977     MONUMENTED       NOS
 AG7552  HISTORY     - 1982     GOOD             FLDNR
 AG7552  HISTORY     - 19910326 GOOD             USPSQD
 AG7552
 AG7552                          STATION DESCRIPTION
 AG7552
 AG7552'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7552'1.85 MI SW FROM RUSKIN.
 AG7552'BEGIN AT THE RUSKIN POST OFFICE, GO 1.85 MILES SOUTHWEST
 AG7552'ON U.S. HIGHWAY 41 TO THE BRIDGE OVER THE LITTLE MANATEE
 AG7552'RIVER AND THE MARK VICINITY.
 AG7552'THE MARK BEARS 31.7 FEET SOUTH OF THE CENTERLINE OF U.S.
 AG7552'41 SOUTHBOUND, 35.0 FEET NORTH OF THE CENTERLINE OF U.S.
 AG7552'41 NORTHBOUND, 32.2 FEET WEST OF THE EAST EDGE OF THE
 AG7552'MEDIAN CURB FOR A CROSS-OVER ROAD EAST OF THE BRIDGE,
 AG7552'AND IS SET IN THE SOUTHEAST CORNER OF A 4-FOOT BY 4-FOOT
 AG7552'CONCRETE DRAIN BOX.
 AG7552'THE MARK IS 2 FT BELOW ROAD.
 AG7552
 AG7552                          STATION RECOVERY (1991)
 AG7552
 AG7552'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7554 ***********************************************************************
 AG7554  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7554  DESIGNATION -  872 6436 D TIDAL FLDT
 AG7554  PID         -  AG7554
 AG7554  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7554  USGS QUAD   -  RUSKIN (1987)
 AG7554
 AG7554                         *CURRENT SURVEY CONTROL
 AG7554  ___________________________________________________________________
 AG7554* NAD 83(1986)-  27 42 16.     (N)    082 26 46.     (W)     SCALED    
 AG7554* NAVD 88     -         8.414  (meters)      27.60   (feet)  ADJUSTED  
 AG7554  ___________________________________________________________________
 AG7554  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7554  DYNAMIC HT  -           8.401 (meters)      27.56  (feet)  COMP
 AG7554  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 AG7554
 AG7554  VERT ORDER  -  SECOND    CLASS I
 AG7554
 AG7554.The horizontal coordinates were scaled from a topographic map and have
 AG7554.an estimated accuracy of +/- 6 seconds.
 AG7554
 AG7554.The orthometric height was determined by differential leveling
 AG7554.and adjusted by the National Geodetic Survey in June 1991..
 AG7554
 AG7554.This Tidal Bench Mark is designated as VM 12119
 AG7554.by the Center for Operational Oceanographic Products and Services.
 AG7554
 AG7554.The geoid height was determined by GEOID03.
 AG7554
 AG7554.The dynamic height is computed by dividing the NAVD 88
 AG7554.geopotential number by the normal gravity value computed on the
 AG7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7554.degrees latitude (g = 980.6199 gals.).
 AG7554
 AG7554.The modeled gravity was interpolated from observed gravity values.
 AG7554
 AG7554;                    North         East    Units  Estimated Accuracy
 AG7554;SPC FL W     -   373,540.      156,000.      MT  (+/- 180 meters Scaled)
 AG7554
 AG7554                          SUPERSEDED SURVEY CONTROL
 AG7554
 AG7554.No superseded survey control is available for this station.
 AG7554
 AG7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL574653(NAD 83)
 AG7554_MARKER: DB = BENCH MARK DISK
 AG7554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7554_SP_SET: CONCRETE BRIDGE RAIL
 AG7554_STAMPING: 6436 D
 AG7554_MARK LOGO: FLDT  
 AG7554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7554
 AG7554  HISTORY     - Date     Condition        Report By
 AG7554  HISTORY     - UNK      MONUMENTED       FLDT
 AG7554  HISTORY     - 1982     GOOD             FLDNR
 AG7554  HISTORY     - 19910326 GOOD             USPSQD
 AG7554
 AG7554                          STATION DESCRIPTION
 AG7554
 AG7554'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7554'1.85 MI SW FROM RUSKIN.
 AG7554'BEGIN AT THE RUSKIN POST OFFICE, GO 1.85 MILES SOUTHWEST
 AG7554'ON U.S. HIGHWAY 41 TO THE BRIDGE OVER THE LITTLE MANATEE
 AG7554'RIVER AND THE MARK VICINITY.
 AG7554'THE MARK BEARS 22.8 FEET NORTH OF THE CENTERLINE OF U.S.
 AG7554'41 SOUTHBOUND, 5.9 FEET WEST OF THE NORTHEAST CORNER OF
 AG7554'THE SOUTHBOUND BRIDGE, AND IS SET IN THE TOP OF THE BRIDGE
 AG7554'RAIL. THE MARK WAS STAMPED BY FLDNR.
 AG7554'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7554
 AG7554                          STATION RECOVERY (1991)
 AG7554
 AG7554'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7560 ***********************************************************************
 AG7560  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7560  DESIGNATION -  872 6437 A TIDAL
 AG7560  PID         -  AG7560
 AG7560  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7560  USGS QUAD   -  COCKROACH BAY (1981)
 AG7560
 AG7560                         *CURRENT SURVEY CONTROL
 AG7560  ___________________________________________________________________
 AG7560* NAD 83(1986)-  27 41 13.     (N)    082 31 15.     (W)     SCALED    
 AG7560* NAVD 88     -         0.987  (meters)       3.24   (feet)  ADJUSTED  
 AG7560  ___________________________________________________________________
 AG7560  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG7560  DYNAMIC HT  -           0.985 (meters)       3.23  (feet)  COMP
 AG7560  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AG7560
 AG7560  VERT ORDER  -  SECOND    CLASS I
 AG7560
 AG7560.The horizontal coordinates were scaled from a topographic map and have
 AG7560.an estimated accuracy of +/- 6 seconds.
 AG7560
 AG7560.The orthometric height was determined by differential leveling
 AG7560.and adjusted by the National Geodetic Survey in June 1991..
 AG7560
 AG7560.This Tidal Bench Mark is designated as VM 6499
 AG7560.by the Center for Operational Oceanographic Products and Services.
 AG7560
 AG7560.The geoid height was determined by GEOID03.
 AG7560
 AG7560.The dynamic height is computed by dividing the NAVD 88
 AG7560.geopotential number by the normal gravity value computed on the
 AG7560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7560.degrees latitude (g = 980.6199 gals.).
 AG7560
 AG7560.The modeled gravity was interpolated from observed gravity values.
 AG7560
 AG7560;                    North         East    Units  Estimated Accuracy
 AG7560;SPC FL W     -   371,630.      148,630.      MT  (+/- 180 meters Scaled)
 AG7560
 AG7560                          SUPERSEDED SURVEY CONTROL
 AG7560
 AG7560.No superseded survey control is available for this station.
 AG7560
 AG7560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500634(NAD 83)
 AG7560_MARKER: DJ = TIDAL STATION DISK
 AG7560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7560_SP_SET: COPPER-CLAD STEEL ROD
 AG7560_STAMPING: 6437 A 1976
 AG7560_MARK LOGO: NOS   
 AG7560_PROJECTION: FLUSH
 AG7560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7560_ROD/PIPE-DEPTH: 12.2 meters
 AG7560
 AG7560  HISTORY     - Date     Condition        Report By
 AG7560  HISTORY     - 1976     MONUMENTED       NOS
 AG7560  HISTORY     - 1982     GOOD             FLDNR
 AG7560  HISTORY     - 19910326 GOOD             USPSQD
 AG7560
 AG7560                          STATION DESCRIPTION
 AG7560
 AG7560'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7560'6.85 MI SW FROM RUSKIN.
 AG7560'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7560'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7560'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7560'BOAT RAMP AND THE MARK VICINITY.
 AG7560'THE MARK BEARS 34 FEET SOUTH OF THE CENTERLINE OF COCKROACH
 AG7560'BAY ROAD, 1.5 FEET EAST OF A CUT POWER POLE, 13 FEET WEST
 AG7560'OF POWER POLE 42871, AND 293 FEET WEST OF TIDAL BENCH
 AG7560'MARK 6437 B 1976.
 AG7560
 AG7560                          STATION RECOVERY (1991)
 AG7560
 AG7560'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7559 ***********************************************************************
 AG7559  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7559  DESIGNATION -  872 6437 B TIDAL
 AG7559  PID         -  AG7559
 AG7559  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7559  USGS QUAD   -  COCKROACH BAY (1981)
 AG7559
 AG7559                         *CURRENT SURVEY CONTROL
 AG7559  ___________________________________________________________________
 AG7559* NAD 83(1986)-  27 41 13.     (N)    082 31 10.     (W)     SCALED    
 AG7559* NAVD 88     -         1.163  (meters)       3.82   (feet)  ADJUSTED  
 AG7559  ___________________________________________________________________
 AG7559  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7559  DYNAMIC HT  -           1.162 (meters)       3.81  (feet)  COMP
 AG7559  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AG7559
 AG7559  VERT ORDER  -  SECOND    CLASS I
 AG7559
 AG7559.The horizontal coordinates were scaled from a topographic map and have
 AG7559.an estimated accuracy of +/- 6 seconds.
 AG7559
 AG7559.The orthometric height was determined by differential leveling
 AG7559.and adjusted by the National Geodetic Survey in June 1991..
 AG7559
 AG7559.This Tidal Bench Mark is designated as VM 6500
 AG7559.by the Center for Operational Oceanographic Products and Services.
 AG7559
 AG7559.The geoid height was determined by GEOID03.
 AG7559
 AG7559.The dynamic height is computed by dividing the NAVD 88
 AG7559.geopotential number by the normal gravity value computed on the
 AG7559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7559.degrees latitude (g = 980.6199 gals.).
 AG7559
 AG7559.The modeled gravity was interpolated from observed gravity values.
 AG7559
 AG7559;                    North         East    Units  Estimated Accuracy
 AG7559;SPC FL W     -   371,630.      148,760.      MT  (+/- 180 meters Scaled)
 AG7559
 AG7559                          SUPERSEDED SURVEY CONTROL
 AG7559
 AG7559.No superseded survey control is available for this station.
 AG7559
 AG7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL501634(NAD 83)
 AG7559_MARKER: DJ = TIDAL STATION DISK
 AG7559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7559_SP_SET: COPPER-CLAD STEEL ROD
 AG7559_STAMPING: 6437 B 1976
 AG7559_MARK LOGO: NOS   
 AG7559_PROJECTION: FLUSH
 AG7559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7559_ROD/PIPE-DEPTH: 12.2 meters
 AG7559
 AG7559  HISTORY     - Date     Condition        Report By
 AG7559  HISTORY     - 1976     MONUMENTED       NOS
 AG7559  HISTORY     - 1982     GOOD             FLDNR
 AG7559  HISTORY     - 19910326 GOOD             USPSQD
 AG7559
 AG7559                          STATION DESCRIPTION
 AG7559
 AG7559'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7559'6.85 MI SW FROM RUSKIN.
 AG7559'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7559'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7559'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7559'BOAT RAMP AND THE MARK VICINITY.
 AG7559'THE MARK BEARS 21 FEET SOUTH OF THE CENTERLINE OF COCKROACH
 AG7559'BAY ROAD, 1 FOOT WEST OF A BROKEN SIGN POST, 26.5 FEET EAST
 AG7559'OF POWER POLE 70, 0.05 MILE EAST OF THE BOAT RAMP, AND
 AG7559'293 FEET EAST OF TIDAL BENCH MARK 6437 A 1976.
 AG7559
 AG7559                          STATION RECOVERY (1991)
 AG7559
 AG7559'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7558 ***********************************************************************
 AG7558  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7558  DESIGNATION -  872 6437 C TIDAL
 AG7558  PID         -  AG7558
 AG7558  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7558  USGS QUAD   -  COCKROACH BAY (1981)
 AG7558
 AG7558                         *CURRENT SURVEY CONTROL
 AG7558  ___________________________________________________________________
 AG7558* NAD 83(1986)-  27 41 14.     (N)    082 31 07.     (W)     SCALED    
 AG7558* NAVD 88     -         1.276  (meters)       4.19   (feet)  ADJUSTED  
 AG7558  ___________________________________________________________________
 AG7558  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7558  DYNAMIC HT  -           1.274 (meters)       4.18  (feet)  COMP
 AG7558  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AG7558
 AG7558  VERT ORDER  -  SECOND    CLASS I
 AG7558
 AG7558.The horizontal coordinates were scaled from a topographic map and have
 AG7558.an estimated accuracy of +/- 6 seconds.
 AG7558
 AG7558.The orthometric height was determined by differential leveling
 AG7558.and adjusted by the National Geodetic Survey in June 1991..
 AG7558
 AG7558.This Tidal Bench Mark is designated as VM 6501
 AG7558.by the Center for Operational Oceanographic Products and Services.
 AG7558
 AG7558.The geoid height was determined by GEOID03.
 AG7558
 AG7558.The dynamic height is computed by dividing the NAVD 88
 AG7558.geopotential number by the normal gravity value computed on the
 AG7558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7558.degrees latitude (g = 980.6199 gals.).
 AG7558
 AG7558.The modeled gravity was interpolated from observed gravity values.
 AG7558
 AG7558;                    North         East    Units  Estimated Accuracy
 AG7558;SPC FL W     -   371,660.      148,850.      MT  (+/- 180 meters Scaled)
 AG7558
 AG7558                          SUPERSEDED SURVEY CONTROL
 AG7558
 AG7558.No superseded survey control is available for this station.
 AG7558
 AG7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL502634(NAD 83)
 AG7558_MARKER: DJ = TIDAL STATION DISK
 AG7558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7558_SP_SET: COPPER-CLAD STEEL ROD
 AG7558_STAMPING: 6437 C 1976
 AG7558_MARK LOGO: NOS   
 AG7558_PROJECTION: FLUSH
 AG7558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7558_ROD/PIPE-DEPTH: 12.2 meters
 AG7558
 AG7558  HISTORY     - Date     Condition        Report By
 AG7558  HISTORY     - 1976     MONUMENTED       NOS
 AG7558  HISTORY     - 1982     GOOD             FLDNR
 AG7558  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 AG7558
 AG7558                          STATION DESCRIPTION
 AG7558
 AG7558'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7558'6.85 MI SW FROM RUSKIN.
 AG7558'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7558'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7558'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7558'BOAT RAMP AND THE MARK VICINITY.
 AG7558'THE MARK IS ABOUT 0.1 MILE EAST OF THE BOAT RAMP, 15 FEET
 AG7558'NORTH OF THE CENTERLINE OF COCKROACH BAY ROAD, 63.5 FEET
 AG7558'NORTHEAST OF POWER POLE 69, 209.75 FEET WEST-NORTHWEST OF
 AG7558'POWER POLE 68, AND 53.0 FEET NORTHEAST OF A 50 MPH SPEED
 AG7558'LIMIT SIGN.
 AG7558
 AG7558                          STATION RECOVERY (1991)
 AG7558
 AG7558'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7557 ***********************************************************************
 AG7557  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7557  DESIGNATION -  872 6437 E TIDAL
 AG7557  PID         -  AG7557
 AG7557  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7557  USGS QUAD   -  COCKROACH BAY (1981)
 AG7557
 AG7557                         *CURRENT SURVEY CONTROL
 AG7557  ___________________________________________________________________
 AG7557* NAD 83(1986)-  27 41 14.     (N)    082 30 59.     (W)     SCALED    
 AG7557* NAVD 88     -         1.218  (meters)       4.00   (feet)  ADJUSTED  
 AG7557  ___________________________________________________________________
 AG7557  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7557  DYNAMIC HT  -           1.216 (meters)       3.99  (feet)  COMP
 AG7557  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 AG7557
 AG7557  VERT ORDER  -  SECOND    CLASS I
 AG7557
 AG7557.The horizontal coordinates were scaled from a topographic map and have
 AG7557.an estimated accuracy of +/- 6 seconds.
 AG7557
 AG7557.The orthometric height was determined by differential leveling
 AG7557.and adjusted by the National Geodetic Survey in June 1991..
 AG7557
 AG7557.This Tidal Bench Mark is designated as VM 6502
 AG7557.by the Center for Operational Oceanographic Products and Services.
 AG7557
 AG7557.The geoid height was determined by GEOID03.
 AG7557
 AG7557.The dynamic height is computed by dividing the NAVD 88
 AG7557.geopotential number by the normal gravity value computed on the
 AG7557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7557.degrees latitude (g = 980.6199 gals.).
 AG7557
 AG7557.The modeled gravity was interpolated from observed gravity values.
 AG7557
 AG7557;                    North         East    Units  Estimated Accuracy
 AG7557;SPC FL W     -   371,660.      149,060.      MT  (+/- 180 meters Scaled)
 AG7557
 AG7557                          SUPERSEDED SURVEY CONTROL
 AG7557
 AG7557.No superseded survey control is available for this station.
 AG7557
 AG7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL504634(NAD 83)
 AG7557_MARKER: DJ = TIDAL STATION DISK
 AG7557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7557_SP_SET: COPPER-CLAD STEEL ROD
 AG7557_STAMPING: 6437 E 1976
 AG7557_MARK LOGO: NOS   
 AG7557_PROJECTION: FLUSH
 AG7557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7557_ROD/PIPE-DEPTH: 12.2 meters
 AG7557
 AG7557  HISTORY     - Date     Condition        Report By
 AG7557  HISTORY     - 1976     MONUMENTED       NOS
 AG7557  HISTORY     - 1982     GOOD             FLDNR
 AG7557  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 AG7557
 AG7557                          STATION DESCRIPTION
 AG7557
 AG7557'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7557'6.85 MI SW FROM RUSKIN.
 AG7557'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7557'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7557'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7557'BOAT RAMP AND THE MARK VICINITY.
 AG7557'THE MARK IS ABOUT 0.25 MILE EAST OF THE BOAT RAMP, 21 FEET
 AG7557'NORTH OF THE CENTERLINE OF COCKROACH BAY ROAD, AND 1 FOOT
 AG7557'NORTH OF SUPPORT POLE 665.
 AG7557
 AG7557                          STATION RECOVERY (1991)
 AG7557
 AG7557'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0993 ***********************************************************************
 AG0993  DESIGNATION -  872 6442 TIDAL 1
 AG0993  PID         -  AG0993
 AG0993  STATE/COUNTY-  FL/PINELLAS
 AG0993  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0993
 AG0993                         *CURRENT SURVEY CONTROL
 AG0993  ___________________________________________________________________
 AG0993* NAD 83(1986)-  27 41 19.     (N)    082 44 11.     (W)     SCALED    
 AG0993* NAVD 88     -         1.586  (meters)       5.20   (feet)  ADJUSTED  
 AG0993  ___________________________________________________________________
 AG0993  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG0993  DYNAMIC HT  -           1.584 (meters)       5.20  (feet)  COMP
 AG0993  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AG0993
 AG0993  VERT ORDER  -  SECOND    CLASS I
 AG0993
 AG0993.The horizontal coordinates were scaled from a topographic map and have
 AG0993.an estimated accuracy of +/- 6 seconds.
 AG0993
 AG0993.The orthometric height was determined by differential leveling
 AG0993.and adjusted by the National Geodetic Survey in June 1991..
 AG0993
 AG0993.The geoid height was determined by GEOID03.
 AG0993
 AG0993.The dynamic height is computed by dividing the NAVD 88
 AG0993.geopotential number by the normal gravity value computed on the
 AG0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0993.degrees latitude (g = 980.6199 gals.).
 AG0993
 AG0993.The modeled gravity was interpolated from observed gravity values.
 AG0993
 AG0993;                    North         East    Units  Estimated Accuracy
 AG0993;SPC FL W     -   371,920.      127,360.      MT  (+/- 180 meters Scaled)
 AG0993
 AG0993                          SUPERSEDED SURVEY CONTROL
 AG0993
 AG0993  NGVD 29 (??/??/92)    1.867  (m)            6.13   (f) ADJ UNCH    2 1
 AG0993
 AG0993.Superseded values are not recommended for survey control.
 AG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0993.See file dsdata.txt to determine how the superseded data were derived.
 AG0993
 AG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287639(NAD 83)
 AG0993_MARKER: DD = SURVEY DISK
 AG0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0993_SP_SET: SEAWALL
 AG0993_STAMPING: NO 1 1949
 AG0993_MARK LOGO: CGS   
 AG0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0993
 AG0993  HISTORY     - Date     Condition        Report By
 AG0993  HISTORY     - 1949     MONUMENTED       CGS
 AG0993  HISTORY     - 1975     GOOD             FLDT
 AG0993  HISTORY     - 1982     GOOD             FLDNR
 AG0993  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 AG0993  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG0993  HISTORY     - 20010216 MARK NOT FOUND   USPSQD
 AG0993  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0993
 AG0993                          STATION DESCRIPTION
 AG0993
 AG0993'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0993'AT ST PETERSBURG BCH.
 AG0993'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY
 AG0993'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699),
 AG0993'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.45 MILE TO THE
 AG0993'INTERSECTION OF 11TH AVE.  STATION ON LEFT, 38.5 FT. SOUTH OF
 AG0993'THE CENTERLINE OF 11TH AVE., 31.0 FT. EAST OF THE CENTERLINE
 AG0993'OF PASS-A-GRILLE WAY, 37.5 FT. SOUTH OF A CONCRETE POWER POLE
 AG0993'NUMBER 103700.  SET IN TOP OF A CONCRETE SEAWALL.  SECTION 19,
 AG0993'T 32 S, R 16 E.
 AG0993
 AG0993                          STATION RECOVERY (1982)
 AG0993
 AG0993'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0993'RECOVERED IN GOOD CONDITION.
 AG0993
 AG0993                          STATION RECOVERY (1999)
 AG0993
 AG0993'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0993'MARK NOT FOUND.
 AG0993
 AG0993                          STATION RECOVERY (2000)
 AG0993
 AG0993'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0993'MARK NOT FOUND.
 AG0993
 AG0993                          STATION RECOVERY (2001)
 AG0993
 AG0993'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0993'THE SEAWALL CAP HAS BEEN REPLACED.
 AG0993
 AG0993                          STATION RECOVERY (2001)
 AG0993
 AG0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0993'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0999 ***********************************************************************
 AG0999  DESIGNATION -  872 6442 TIDAL 2
 AG0999  PID         -  AG0999
 AG0999  STATE/COUNTY-  FL/PINELLAS
 AG0999  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0999
 AG0999                         *CURRENT SURVEY CONTROL
 AG0999  ___________________________________________________________________
 AG0999* NAD 83(1986)-  27 41 25.     (N)    082 44 11.     (W)     SCALED    
 AG0999* NAVD 88     -         1.591  (meters)       5.22   (feet)  ADJUSTED  
 AG0999  ___________________________________________________________________
 AG0999  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AG0999  DYNAMIC HT  -           1.589 (meters)       5.21  (feet)  COMP
 AG0999  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 AG0999
 AG0999  VERT ORDER  -  SECOND    CLASS I
 AG0999
 AG0999.The horizontal coordinates were scaled from a topographic map and have
 AG0999.an estimated accuracy of +/- 6 seconds.
 AG0999
 AG0999.The orthometric height was determined by differential leveling
 AG0999.and adjusted by the National Geodetic Survey in June 1991..
 AG0999.WARNING-Repeat measurements at this control monument indicate possible
 AG0999.vertical movement.
 AG0999
 AG0999.The geoid height was determined by GEOID03.
 AG0999
 AG0999.The dynamic height is computed by dividing the NAVD 88
 AG0999.geopotential number by the normal gravity value computed on the
 AG0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0999.degrees latitude (g = 980.6199 gals.).
 AG0999
 AG0999.The modeled gravity was interpolated from observed gravity values.
 AG0999
 AG0999;                    North         East    Units  Estimated Accuracy
 AG0999;SPC FL W     -   372,110.      127,360.      MT  (+/- 180 meters Scaled)
 AG0999
 AG0999                          SUPERSEDED SURVEY CONTROL
 AG0999
 AG0999  NGVD 29 (??/??/92)    1.872  (m)            6.14   (f) ADJ UNCH    2 1
 AG0999
 AG0999.Superseded values are not recommended for survey control.
 AG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0999.See file dsdata.txt to determine how the superseded data were derived.
 AG0999
 AG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287641(NAD 83)
 AG0999_MARKER: DJ = TIDAL STATION DISK
 AG0999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0999_STAMPING: NO 2 1949
 AG0999_MARK LOGO: CGS   
 AG0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0999+STABILITY: SURFACE MOTION
 AG0999
 AG0999  HISTORY     - Date     Condition        Report By
 AG0999  HISTORY     - 1949     MONUMENTED       CGS
 AG0999  HISTORY     - 1975     GOOD             FLDT
 AG0999  HISTORY     - 1978     GOOD             FL-103
 AG0999  HISTORY     - 1982     GOOD             FLDNR
 AG0999  HISTORY     - 19990202 GOOD             USPSQD
 AG0999  HISTORY     - 20000202 GOOD             USPSQD
 AG0999  HISTORY     - 20010216 GOOD             USPSQD
 AG0999  HISTORY     - 20010331 GOOD             NGS
 AG0999
 AG0999                          STATION DESCRIPTION
 AG0999
 AG0999'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0999'AT ST PETERSBURG BCH.
 AG0999'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY
 AG0999'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699),
 AG0999'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.35 MILE.  STATION
 AG0999'ON LEFT, 116.5 FT. NORTH OF 12TH AVE., 66.0 FT. EAST OF CENTERLINE
 AG0999'OF PASS-A-GRILLE WAY, 33.5 FT. NORTH OF THE MOST NORTHERLY PALM
 AG0999'OF A GROUP OF 3 PALMS, 20.5 FT. SOUTH OF A 20 IN PALM TREE,
 AG0999'AT NORTH END OF SEAWALL.  SET IN TOP OF A CONCRETE SEAWALL.
 AG0999'SECTION 18, T 32 S, R 16 E.
 AG0999
 AG0999                          STATION RECOVERY (1978)
 AG0999
 AG0999'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (1982)
 AG0999
 AG0999'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (1999)
 AG0999
 AG0999'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (2000)
 AG0999
 AG0999'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (2001)
 AG0999
 AG0999'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (2001)
 AG0999
 AG0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0999'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1000 ***********************************************************************
 AG1000  DESIGNATION -  872 6442 TIDAL 3
 AG1000  PID         -  AG1000
 AG1000  STATE/COUNTY-  FL/PINELLAS
 AG1000  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG1000
 AG1000                         *CURRENT SURVEY CONTROL
 AG1000  ___________________________________________________________________
 AG1000* NAD 83(1986)-  27 41 19.     (N)    082 44 11.     (W)     SCALED    
 AG1000* NAVD 88     -         1.587  (meters)       5.21   (feet)  ADJUSTED  
 AG1000  ___________________________________________________________________
 AG1000  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG1000  DYNAMIC HT  -           1.584 (meters)       5.20  (feet)  COMP
 AG1000  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 AG1000
 AG1000  VERT ORDER  -  SECOND    CLASS I
 AG1000
 AG1000.The horizontal coordinates were scaled from a topographic map and have
 AG1000.an estimated accuracy of +/- 6 seconds.
 AG1000
 AG1000.The orthometric height was determined by differential leveling
 AG1000.and adjusted by the National Geodetic Survey in June 1991..
 AG1000
 AG1000.The geoid height was determined by GEOID03.
 AG1000
 AG1000.The dynamic height is computed by dividing the NAVD 88
 AG1000.geopotential number by the normal gravity value computed on the
 AG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1000.degrees latitude (g = 980.6199 gals.).
 AG1000
 AG1000.The modeled gravity was interpolated from observed gravity values.
 AG1000
 AG1000;                    North         East    Units  Estimated Accuracy
 AG1000;SPC FL W     -   371,920.      127,360.      MT  (+/- 180 meters Scaled)
 AG1000
 AG1000                          SUPERSEDED SURVEY CONTROL
 AG1000
 AG1000  NGVD 29 (??/??/92)    1.867  (m)            6.13   (f) ADJ UNCH    2 1
 AG1000
 AG1000.Superseded values are not recommended for survey control.
 AG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1000.See file dsdata.txt to determine how the superseded data were derived.
 AG1000
 AG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287639(NAD 83)
 AG1000_MARKER: DJ = TIDAL STATION DISK
 AG1000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1000_STAMPING: NO 3 1949
 AG1000_MARK LOGO: CGS   
 AG1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1000+STABILITY: SURFACE MOTION
 AG1000
 AG1000  HISTORY     - Date     Condition        Report By
 AG1000  HISTORY     - 1949     MONUMENTED       CGS
 AG1000  HISTORY     - 1975     GOOD             FLDT
 AG1000  HISTORY     - 1982     GOOD             FLDNR
 AG1000  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 AG1000  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG1000  HISTORY     - 20010216 MARK NOT FOUND   USPSQD
 AG1000  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1000
 AG1000                          STATION DESCRIPTION
 AG1000
 AG1000'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG1000'AT ST PETERSBURG BCH.
 AG1000'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY
 AG1000'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699),
 AG1000'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.5 MILE TO 10TH AVE.
 AG1000'STATION ON LEFT, 25.5 FT. NORTH OF THE CENTERLINE OF 10TH AVE.,
 AG1000'31.0 FT. EAST OF THE CENTERLINE OF PASS-A-GRILLE WAY, 23.0 FT.
 AG1000'NE FROM A CONCRETE LIGHT POLE (NO NUMBER).  SET IN TOP OF A
 AG1000'CONCRETE SEAWALL.  SECTION 19, T 32 S, R 16 E.
 AG1000
 AG1000                          STATION RECOVERY (1982)
 AG1000
 AG1000'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1000'RECOVERED IN GOOD CONDITION.
 AG1000
 AG1000                          STATION RECOVERY (1999)
 AG1000
 AG1000'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1000'MARK NOT FOUND.
 AG1000
 AG1000                          STATION RECOVERY (2000)
 AG1000
 AG1000'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG1000'MARK NOT FOUND.
 AG1000
 AG1000                          STATION RECOVERY (2001)
 AG1000
 AG1000'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG1000'THE SEAWALL CAP HAS BEEN REPLACED.
 AG1000
 AG1000                          STATION RECOVERY (2001)
 AG1000
 AG1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1000'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0991 ***********************************************************************
 AG0991  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0991  DESIGNATION -  872 6454 TIDAL 1
 AG0991  PID         -  AG0991
 AG0991  STATE/COUNTY-  FL/PINELLAS
 AG0991  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0991
 AG0991                         *CURRENT SURVEY CONTROL
 AG0991  ___________________________________________________________________
 AG0991* NAD 83(1986)-  27 42 13.     (N)    082 38 23.     (W)     SCALED    
 AG0991* NAVD 88     -         1.007  (meters)       3.30   (feet)  ADJUSTED  
 AG0991  ___________________________________________________________________
 AG0991  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG0991  DYNAMIC HT  -           1.005 (meters)       3.30  (feet)  COMP
 AG0991  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 AG0991
 AG0991  VERT ORDER  -  SECOND    CLASS I
 AG0991
 AG0991.The horizontal coordinates were scaled from a topographic map and have
 AG0991.an estimated accuracy of +/- 6 seconds.
 AG0991
 AG0991.The orthometric height was determined by differential leveling
 AG0991.and adjusted by the National Geodetic Survey in June 1991..
 AG0991.WARNING-Repeat measurements at this control monument indicate possible
 AG0991.vertical movement.
 AG0991
 AG0991.This Tidal Bench Mark is designated as VM 10635
 AG0991.by the Center for Operational Oceanographic Products and Services.
 AG0991
 AG0991.The geoid height was determined by GEOID03.
 AG0991
 AG0991.The dynamic height is computed by dividing the NAVD 88
 AG0991.geopotential number by the normal gravity value computed on the
 AG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0991.degrees latitude (g = 980.6199 gals.).
 AG0991
 AG0991.The modeled gravity was interpolated from observed gravity values.
 AG0991
 AG0991;                    North         East    Units  Estimated Accuracy
 AG0991;SPC FL W     -   373,530.      136,910.      MT  (+/- 180 meters Scaled)
 AG0991
 AG0991                          SUPERSEDED SURVEY CONTROL
 AG0991
 AG0991  NGVD 29 (??/??/92)    1.292  (m)            4.24   (f) ADJ UNCH    2 1
 AG0991
 AG0991.Superseded values are not recommended for survey control.
 AG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0991.See file dsdata.txt to determine how the superseded data were derived.
 AG0991
 AG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL383654(NAD 83)
 AG0991_MARKER: DJ = TIDAL STATION DISK
 AG0991_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0991_SP_SET: CONCRETE WALKWAY OF BOAT RAMP
 AG0991_STAMPING: NO 1 1975
 AG0991_MARK LOGO: NOS   
 AG0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0991
 AG0991  HISTORY     - Date     Condition        Report By
 AG0991  HISTORY     - 1975     MONUMENTED       NOS
 AG0991  HISTORY     - 19820928 GOOD             FLDNR
 AG0991  HISTORY     - 19990118 GOOD             USPSQD
 AG0991  HISTORY     - 20010331 GOOD             NGS
 AG0991
 AG0991                          STATION DESCRIPTION
 AG0991
 AG0991'DESCRIBED BY FL DEPT OF NAT RES 1982 (RWH)
 AG0991'IN ST PETERSBURG.  RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 AG0991'FOLLOWS.  4.95 MI (7.97 KM) SOUTH ALONG 4TH STREET FROM THE POST
 AG0991'OFFICE AND THE INTERSECTION OF 1ST AVENUE NORTH AND 4TH STREET AT ST
 AG0991'PETERSBURG, GO EAST ON PINELLAS DRIVE TO THE WEST CORNER OF THE BAY
 AG0991'VISTA PLAYGROUND AND CITY PARK AT PINELLAS POINT, SET FLUSH IN THE
 AG0991'CONCRETE WALKWAY OF THE BOAT RAMP, 111 FT (33.8 M) SOUTH OF THE PARK
 AG0991'MAINTENANCE BUILDING, 65.9 FT (20.1 M) NORTHWEST OF USE BENCH MARK TH
 AG0991'99, AND 61.3 FT (18.7 M) NORTHEAST OF 872 6454 TIDAL 2.
 AG0991
 AG0991                          STATION RECOVERY (1999)
 AG0991
 AG0991'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0991'RECOVERED IN GOOD CONDITION.
 AG0991
 AG0991                          STATION RECOVERY (2001)
 AG0991
 AG0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0991'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0997 ***********************************************************************
 AG0997  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0997  DESIGNATION -  872 6454 TIDAL 2
 AG0997  PID         -  AG0997
 AG0997  STATE/COUNTY-  FL/PINELLAS
 AG0997  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG0997
 AG0997                         *CURRENT SURVEY CONTROL
 AG0997  ___________________________________________________________________
 AG0997* NAD 83(1986)-  27 42 13.     (N)    082 38 23.     (W)     SCALED    
 AG0997* NAVD 88     -         0.651  (meters)       2.14   (feet)  ADJUSTED  
 AG0997  ___________________________________________________________________
 AG0997  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AG0997  DYNAMIC HT  -           0.650 (meters)       2.13  (feet)  COMP
 AG0997  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 AG0997
 AG0997  VERT ORDER  -  SECOND    CLASS I
 AG0997
 AG0997.The horizontal coordinates were scaled from a topographic map and have
 AG0997.an estimated accuracy of +/- 6 seconds.
 AG0997
 AG0997.The orthometric height was determined by differential leveling
 AG0997.and adjusted by the National Geodetic Survey in June 1991..
 AG0997
 AG0997.This Tidal Bench Mark is designated as VM 10636
 AG0997.by the Center for Operational Oceanographic Products and Services.
 AG0997
 AG0997.The geoid height was determined by GEOID03.
 AG0997
 AG0997.The dynamic height is computed by dividing the NAVD 88
 AG0997.geopotential number by the normal gravity value computed on the
 AG0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0997.degrees latitude (g = 980.6199 gals.).
 AG0997
 AG0997.The modeled gravity was interpolated from observed gravity values.
 AG0997
 AG0997;                    North         East    Units  Estimated Accuracy
 AG0997;SPC FL W     -   373,530.      136,910.      MT  (+/- 180 meters Scaled)
 AG0997
 AG0997                          SUPERSEDED SURVEY CONTROL
 AG0997
 AG0997  NGVD 29 (??/??/92)    0.936  (m)            3.07   (f) ADJ UNCH    2 1
 AG0997
 AG0997.Superseded values are not recommended for survey control.
 AG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0997.See file dsdata.txt to determine how the superseded data were derived.
 AG0997
 AG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL383654(NAD 83)
 AG0997_MARKER: DJ = TIDAL STATION DISK
 AG0997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0997_SP_SET: CONCRETE WALL OF BOAT RAMP
 AG0997_STAMPING: NO 2 1975
 AG0997_MARK LOGO: NOS   
 AG0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0997+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 AG0997
 AG0997  HISTORY     - Date     Condition        Report By
 AG0997  HISTORY     - 1975     MONUMENTED       NOS
 AG0997  HISTORY     - 19820928 GOOD             FLDNR
 AG0997  HISTORY     - 19990118 GOOD             USPSQD
 AG0997  HISTORY     - 20010331 GOOD             NGS
 AG0997  HISTORY     - 20041111 GOOD             USPSQD
 AG0997
 AG0997                          STATION DESCRIPTION
 AG0997
 AG0997'DESCRIBED BY FL DEPT OF NAT RES 1982 (RWH)
 AG0997'IN ST PETERSBURG.  RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 AG0997'FOLLOWS.  4.95 MI (7.97 KM) SOUTH ALONG 4TH STREET FROM THE POST
 AG0997'OFFICE AND THE INTERSECTION OF 1ST AVENUE NORTH AND 4TH STREET AT ST
 AG0997'PETERSBURG, GO EAST ON PINELLAS DRIVE TO THE WEST CORNER OF THE BAY
 AG0997'VISTA PLAYGROUND AND CITY PARK AT PINELLAS POINT, SET FLUSH IN THE
 AG0997'CONCRETE WALL OF THE BOAT RAMP, 136.4 FT (41.6 M) WEST OF USE BENCH
 AG0997'MARK TH 99, AND 61.3 FT (18.7 M) NORTHEAST OF 872 6454 TIDAL 1.
 AG0997
 AG0997                          STATION RECOVERY (1999)
 AG0997
 AG0997'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0997'RECOVERED IN GOOD CONDITION.
 AG0997
 AG0997                          STATION RECOVERY (2001)
 AG0997
 AG0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0997'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0997
 AG0997                          STATION RECOVERY (2004)
 AG0997
 AG0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 AG0997'GPS COORDINATES ARE  27 42.219 N AND 082 38.391 W.
 AG0997' 
 AG0997'THE MARKER AND STAMPING ARE SET FLUSH IN THE WEST CONCRETE WALL OF THE
 AG0997'BOAT RAMP. THE STAMPING READS NO 2 1975
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7516 ***********************************************************************
 AG7516  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7516  DESIGNATION -  872 6467 A TIDAL
 AG7516  PID         -  AG7516
 AG7516  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7516  USGS QUAD   -  RUSKIN (1987)
 AG7516
 AG7516                         *CURRENT SURVEY CONTROL
 AG7516  ___________________________________________________________________
 AG7516* NAD 83(1986)-  27 43 09.     (N)    082 26 53.     (W)     SCALED    
 AG7516* NAVD 88     -         0.581  (meters)       1.91   (feet)  ADJUSTED  
 AG7516  ___________________________________________________________________
 AG7516  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AG7516  DYNAMIC HT  -           0.580 (meters)       1.90  (feet)  COMP
 AG7516  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 AG7516
 AG7516  VERT ORDER  -  SECOND    CLASS I
 AG7516
 AG7516.The horizontal coordinates were scaled from a topographic map and have
 AG7516.an estimated accuracy of +/- 6 seconds.
 AG7516
 AG7516.The orthometric height was determined by differential leveling
 AG7516.and adjusted by the National Geodetic Survey in June 1991..
 AG7516
 AG7516.This Tidal Bench Mark is designated as VM 17379
 AG7516.by the Center for Operational Oceanographic Products and Services.
 AG7516
 AG7516.The geoid height was determined by GEOID03.
 AG7516
 AG7516.The dynamic height is computed by dividing the NAVD 88
 AG7516.geopotential number by the normal gravity value computed on the
 AG7516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7516.degrees latitude (g = 980.6199 gals.).
 AG7516
 AG7516.The modeled gravity was interpolated from observed gravity values.
 AG7516
 AG7516;                    North         East    Units  Estimated Accuracy
 AG7516;SPC FL W     -   375,170.      155,820.      MT  (+/- 180 meters Scaled)
 AG7516
 AG7516                          SUPERSEDED SURVEY CONTROL
 AG7516
 AG7516.No superseded survey control is available for this station.
 AG7516
 AG7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572669(NAD 83)
 AG7516_MARKER: DJ = TIDAL STATION DISK
 AG7516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7516_SP_SET: CONCRETE SEAWALL
 AG7516_STAMPING: 6467 A 1977
 AG7516_MARK LOGO: NOS   
 AG7516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7516+STABILITY: SURFACE MOTION
 AG7516
 AG7516  HISTORY     - Date     Condition        Report By
 AG7516  HISTORY     - 1977     MONUMENTED       NOS
 AG7516  HISTORY     - 1982     GOOD             FLDNR
 AG7516
 AG7516                          STATION DESCRIPTION
 AG7516
 AG7516'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7516'IN RUSKIN.
 AG7516'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7516'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7516'PARK, GO TO THE SOUTH SIDE OF THE TRAILER PARK AND THE MARK.
 AG7516'THE MARK IS SET IN THE TOP OF THE SEAWALL, 53.5 FEET EAST OF THE
 AG7516'EAST END OF A DILAPIDATED WOODEN DOCK, 4.5 FEET WEST OF THE SOUTHWEST
 AG7516'CORNER OF THE BOAT BASIN, AND 1 FOOT NORTH OF THE SOUTH EDGE
 AG7516'OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7515 ***********************************************************************
 AG7515  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7515  DESIGNATION -  872 6467 B TIDAL
 AG7515  PID         -  AG7515
 AG7515  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7515  USGS QUAD   -  RUSKIN (1987)
 AG7515
 AG7515                         *CURRENT SURVEY CONTROL
 AG7515  ___________________________________________________________________
 AG7515* NAD 83(1986)-  27 43 09.     (N)    082 26 53.     (W)     SCALED    
 AG7515* NAVD 88     -         0.667  (meters)       2.19   (feet)  ADJUSTED  
 AG7515  ___________________________________________________________________
 AG7515  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AG7515  DYNAMIC HT  -           0.666 (meters)       2.19  (feet)  COMP
 AG7515  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 AG7515
 AG7515  VERT ORDER  -  SECOND    CLASS I
 AG7515
 AG7515.The horizontal coordinates were scaled from a topographic map and have
 AG7515.an estimated accuracy of +/- 6 seconds.
 AG7515
 AG7515.The orthometric height was determined by differential leveling
 AG7515.and adjusted by the National Geodetic Survey in June 1991..
 AG7515
 AG7515.This Tidal Bench Mark is designated as VM 6508
 AG7515.by the Center for Operational Oceanographic Products and Services.
 AG7515
 AG7515.The geoid height was determined by GEOID03.
 AG7515
 AG7515.The dynamic height is computed by dividing the NAVD 88
 AG7515.geopotential number by the normal gravity value computed on the
 AG7515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7515.degrees latitude (g = 980.6199 gals.).
 AG7515
 AG7515.The modeled gravity was interpolated from observed gravity values.
 AG7515
 AG7515;                    North         East    Units  Estimated Accuracy
 AG7515;SPC FL W     -   375,170.      155,820.      MT  (+/- 180 meters Scaled)
 AG7515
 AG7515                          SUPERSEDED SURVEY CONTROL
 AG7515
 AG7515.No superseded survey control is available for this station.
 AG7515
 AG7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572669(NAD 83)
 AG7515_MARKER: DJ = TIDAL STATION DISK
 AG7515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7515_SP_SET: CONCRETE SEAWALL
 AG7515_STAMPING: 6467 B 1977
 AG7515_MARK LOGO: NOS   
 AG7515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7515+STABILITY: SURFACE MOTION
 AG7515
 AG7515  HISTORY     - Date     Condition        Report By
 AG7515  HISTORY     - 1977     MONUMENTED       NOS
 AG7515  HISTORY     - 1982     GOOD             FLDNR
 AG7515  HISTORY     - 19910326 GOOD             USPSQD
 AG7515
 AG7515                          STATION DESCRIPTION
 AG7515
 AG7515'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7515'IN RUSKIN.
 AG7515'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7515'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7515'PARK, GO TO THE SOUTH SIDE OF THE TRAILER PARK AND THE MARK.
 AG7515'THE MARK BEARS 34.5 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD
 AG7515'AROUND THE TRAILER PARK, 18 FEET SOUTH OF THE NORTH END OF THE BOAT
 AG7515'RAMP, AND 0.6 FOOT WEST OF THE WEST EDGE OF THE BOAT RAMP.
 AG7515
 AG7515                          STATION RECOVERY (1991)
 AG7515
 AG7515'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7514 ***********************************************************************
 AG7514  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7514  DESIGNATION -  872 6467 C TIDAL
 AG7514  PID         -  AG7514
 AG7514  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7514  USGS QUAD   -  RUSKIN (1987)
 AG7514
 AG7514                         *CURRENT SURVEY CONTROL
 AG7514  ___________________________________________________________________
 AG7514* NAD 83(1986)-  27 43 09.     (N)    082 26 53.     (W)     SCALED    
 AG7514* NAVD 88     -         0.924  (meters)       3.03   (feet)  ADJUSTED  
 AG7514  ___________________________________________________________________
 AG7514  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AG7514  DYNAMIC HT  -           0.923 (meters)       3.03  (feet)  COMP
 AG7514  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 AG7514
 AG7514  VERT ORDER  -  SECOND    CLASS I
 AG7514
 AG7514.The horizontal coordinates were scaled from a topographic map and have
 AG7514.an estimated accuracy of +/- 6 seconds.
 AG7514
 AG7514.The orthometric height was determined by differential leveling
 AG7514.and adjusted by the National Geodetic Survey in June 1991..
 AG7514
 AG7514.This Tidal Bench Mark is designated as VM 6509
 AG7514.by the Center for Operational Oceanographic Products and Services.
 AG7514
 AG7514.The geoid height was determined by GEOID03.
 AG7514
 AG7514.The dynamic height is computed by dividing the NAVD 88
 AG7514.geopotential number by the normal gravity value computed on the
 AG7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7514.degrees latitude (g = 980.6199 gals.).
 AG7514
 AG7514.The modeled gravity was interpolated from observed gravity values.
 AG7514
 AG7514;                    North         East    Units  Estimated Accuracy
 AG7514;SPC FL W     -   375,170.      155,820.      MT  (+/- 180 meters Scaled)
 AG7514
 AG7514                          SUPERSEDED SURVEY CONTROL
 AG7514
 AG7514.No superseded survey control is available for this station.
 AG7514
 AG7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572669(NAD 83)
 AG7514_MARKER: DJ = TIDAL STATION DISK
 AG7514_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7514_SP_SET: CONCRETE BOATLIFT PLATFORM
 AG7514_STAMPING: 6467 C 1977
 AG7514_MARK LOGO: NOS   
 AG7514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7514
 AG7514  HISTORY     - Date     Condition        Report By
 AG7514  HISTORY     - 1977     MONUMENTED       NOS
 AG7514  HISTORY     - 1982     GOOD             FLDNR
 AG7514  HISTORY     - 19910326 GOOD             USPSQD
 AG7514
 AG7514                          STATION DESCRIPTION
 AG7514
 AG7514'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7514'IN RUSKIN.
 AG7514'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7514'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7514'PARK, GO TO THE SOUTH SIDE OF THE TRAILER PARK AND THE MARK.
 AG7514'THE MARK BEARS 28.5 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD
 AG7514'AROUND THE TRAILER PARK, 1 FOOT WEST OF THE EAST SIDE OF THE
 AG7514'BOATLIFT, 8.3 FEET EAST OF THE CENTER OF THE BOATLIFT, AND IS AT
 AG7514'THE SOUTHEAST CORNER OF THE BOATLIFT.
 AG7514
 AG7514                          STATION RECOVERY (1991)
 AG7514
 AG7514'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7513 ***********************************************************************
 AG7513  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7513  DESIGNATION -  872 6467 E TIDAL
 AG7513  PID         -  AG7513
 AG7513  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7513  USGS QUAD   -  RUSKIN (1987)
 AG7513
 AG7513                         *CURRENT SURVEY CONTROL
 AG7513  ___________________________________________________________________
 AG7513* NAD 83(1986)-  27 43 14.     (N)    082 26 53.     (W)     SCALED    
 AG7513* NAVD 88     -         1.302  (meters)       4.27   (feet)  ADJUSTED  
 AG7513  ___________________________________________________________________
 AG7513  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AG7513  DYNAMIC HT  -           1.300 (meters)       4.27  (feet)  COMP
 AG7513  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 AG7513
 AG7513  VERT ORDER  -  SECOND    CLASS I
 AG7513
 AG7513.The horizontal coordinates were scaled from a topographic map and have
 AG7513.an estimated accuracy of +/- 6 seconds.
 AG7513
 AG7513.The orthometric height was determined by differential leveling
 AG7513.and adjusted by the National Geodetic Survey in June 1991..
 AG7513
 AG7513.This Tidal Bench Mark is designated as VM 6510
 AG7513.by the Center for Operational Oceanographic Products and Services.
 AG7513
 AG7513.The geoid height was determined by GEOID03.
 AG7513
 AG7513.The dynamic height is computed by dividing the NAVD 88
 AG7513.geopotential number by the normal gravity value computed on the
 AG7513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7513.degrees latitude (g = 980.6199 gals.).
 AG7513
 AG7513.The modeled gravity was interpolated from observed gravity values.
 AG7513
 AG7513;                    North         East    Units  Estimated Accuracy
 AG7513;SPC FL W     -   375,320.      155,820.      MT  (+/- 180 meters Scaled)
 AG7513
 AG7513                          SUPERSEDED SURVEY CONTROL
 AG7513
 AG7513.No superseded survey control is available for this station.
 AG7513
 AG7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572670(NAD 83)
 AG7513_MARKER: DJ = TIDAL STATION DISK
 AG7513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7513_SP_SET: COPPER-CLAD STEEL ROD
 AG7513_STAMPING: 6467 E 1977
 AG7513_MARK LOGO: NOS   
 AG7513_PROJECTION: FLUSH
 AG7513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7513_ROD/PIPE-DEPTH: 12.2 meters
 AG7513
 AG7513  HISTORY     - Date     Condition        Report By
 AG7513  HISTORY     - 1977     MONUMENTED       NOS
 AG7513  HISTORY     - 1982     GOOD             FLDNR
 AG7513  HISTORY     - 19910326 GOOD             USPSQD
 AG7513
 AG7513                          STATION DESCRIPTION
 AG7513
 AG7513'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7513'IN RUSKIN.
 AG7513'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7513'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7513'PARK AND THE MARK.  THE MARK BEARS 26.5 FEET NORTH OF THE
 AG7513'CENTERLINE OF SHELL POINT ROAD, 1.6 FEET EAST OF TELEPHONE POLE
 AG7513'25, 120 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RUSKIN
 AG7513'DRIVE-IN RESTAURANT, AND 0.8 FOOT SOUTH OF A WITNESS POST.
 AG7513
 AG7513                          STATION RECOVERY (1991)
 AG7513
 AG7513'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7518 ***********************************************************************
 AG7518  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7518  DESIGNATION -  872 6468 A TIDAL
 AG7518  PID         -  AG7518
 AG7518  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7518  USGS QUAD   -  RUSKIN (1987)
 AG7518
 AG7518                         *CURRENT SURVEY CONTROL
 AG7518  ___________________________________________________________________
 AG7518* NAD 83(1986)-  27 43 10.     (N)    082 28 39.     (W)     SCALED    
 AG7518* NAVD 88     -         0.767  (meters)       2.52   (feet)  ADJUSTED  
 AG7518  ___________________________________________________________________
 AG7518  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AG7518  DYNAMIC HT  -           0.766 (meters)       2.51  (feet)  COMP
 AG7518  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AG7518
 AG7518  VERT ORDER  -  SECOND    CLASS I
 AG7518
 AG7518.The horizontal coordinates were scaled from a topographic map and have
 AG7518.an estimated accuracy of +/- 6 seconds.
 AG7518
 AG7518.The orthometric height was determined by differential leveling
 AG7518.and adjusted by the National Geodetic Survey in June 1991..
 AG7518
 AG7518.This Tidal Bench Mark is designated as VM 6515
 AG7518.by the Center for Operational Oceanographic Products and Services.
 AG7518
 AG7518.The geoid height was determined by GEOID03.
 AG7518
 AG7518.The dynamic height is computed by dividing the NAVD 88
 AG7518.geopotential number by the normal gravity value computed on the
 AG7518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7518.degrees latitude (g = 980.6199 gals.).
 AG7518
 AG7518.The modeled gravity was interpolated from observed gravity values.
 AG7518
 AG7518;                    North         East    Units  Estimated Accuracy
 AG7518;SPC FL W     -   375,210.      152,910.      MT  (+/- 180 meters Scaled)
 AG7518
 AG7518                          SUPERSEDED SURVEY CONTROL
 AG7518
 AG7518.No superseded survey control is available for this station.
 AG7518
 AG7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543669(NAD 83)
 AG7518_MARKER: DJ = TIDAL STATION DISK
 AG7518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7518_SP_SET: CONCRETE SEAWALL
 AG7518_STAMPING: 6468 A 1977
 AG7518_MARK LOGO: NOS   
 AG7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7518+STABILITY: SURFACE MOTION
 AG7518
 AG7518  HISTORY     - Date     Condition        Report By
 AG7518  HISTORY     - 1977     MONUMENTED       NOS
 AG7518  HISTORY     - 1982     GOOD             FLDNR
 AG7518  HISTORY     - 19910326 GOOD             USPSQD
 AG7518  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7518
 AG7518                          STATION DESCRIPTION
 AG7518
 AG7518'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7518'2.8 MI WEST FROM RUSKIN.
 AG7518'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7518'POINT ROAD, GO 2.8 MILES WEST ON SHELL POINT ROAD TO THE SHELL
 AG7518'POINT FISH CAMP AND THE MARK.
 AG7518'THE MARK BEARS 1.3 FEET WEST OF THE SOUTHEAST CORNER OF THE SEAWALL,
 AG7518'32.3 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE
 AG7518'OVERHANGING THE WATER, AND ABOUT 200 FEET EAST-SOUTHEAST OF TIDAL
 AG7518'BENCH MARK NO 1 1957.
 AG7518
 AG7518                          STATION RECOVERY (1991)
 AG7518
 AG7518'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7518'RECOVERED IN GOOD CONDITION.
 AG7518
 AG7518                          STATION RECOVERY (2005)
 AG7518
 AG7518'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7518'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG7518'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG7518'GROUNDS. THE SITE OF THE SOUTHEAST CORNER OF THE SEAWALL REFERENCED IN
 AG7518'THE 1982 DESCRIPTION COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7517 ***********************************************************************
 AG7517  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7517  DESIGNATION -  872 6468 B TIDAL
 AG7517  PID         -  AG7517
 AG7517  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7517  USGS QUAD   -  RUSKIN (1987)
 AG7517
 AG7517                         *CURRENT SURVEY CONTROL
 AG7517  ___________________________________________________________________
 AG7517* NAD 83(1986)-  27 43 10.     (N)    082 28 39.     (W)     SCALED    
 AG7517* NAVD 88     -         0.663  (meters)       2.18   (feet)  ADJUSTED  
 AG7517  ___________________________________________________________________
 AG7517  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AG7517  DYNAMIC HT  -           0.662 (meters)       2.17  (feet)  COMP
 AG7517  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AG7517
 AG7517  VERT ORDER  -  SECOND    CLASS I
 AG7517
 AG7517.The horizontal coordinates were scaled from a topographic map and have
 AG7517.an estimated accuracy of +/- 6 seconds.
 AG7517
 AG7517.The orthometric height was determined by differential leveling
 AG7517.and adjusted by the National Geodetic Survey in June 1991..
 AG7517
 AG7517.This Tidal Bench Mark is designated as VM 6516
 AG7517.by the Center for Operational Oceanographic Products and Services.
 AG7517
 AG7517.The geoid height was determined by GEOID03.
 AG7517
 AG7517.The dynamic height is computed by dividing the NAVD 88
 AG7517.geopotential number by the normal gravity value computed on the
 AG7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7517.degrees latitude (g = 980.6199 gals.).
 AG7517
 AG7517.The modeled gravity was interpolated from observed gravity values.
 AG7517
 AG7517;                    North         East    Units  Estimated Accuracy
 AG7517;SPC FL W     -   375,210.      152,910.      MT  (+/- 180 meters Scaled)
 AG7517
 AG7517                          SUPERSEDED SURVEY CONTROL
 AG7517
 AG7517.No superseded survey control is available for this station.
 AG7517
 AG7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543669(NAD 83)
 AG7517_MARKER: DJ = TIDAL STATION DISK
 AG7517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7517_SP_SET: CONCRETE SEAWALL
 AG7517_STAMPING: 6468 B 1977
 AG7517_MARK LOGO: NOS   
 AG7517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7517+STABILITY: SURFACE MOTION
 AG7517
 AG7517  HISTORY     - Date     Condition        Report By
 AG7517  HISTORY     - 1977     MONUMENTED       NOS
 AG7517  HISTORY     - 1982     GOOD             FLDNR
 AG7517  HISTORY     - 19910326 GOOD             USPSQD
 AG7517  HISTORY     - 20050306 GOOD             USPSQD
 AG7517
 AG7517                          STATION DESCRIPTION
 AG7517
 AG7517'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7517'2.8 MI WEST FROM RUSKIN.
 AG7517'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7517'POINT ROAD, GO 2.8 MILES WEST ON SHELL POINT ROAD TO THE SHELL
 AG7517'POINT FISH CAMP AND THE MARK.
 AG7517'THE MARK BEARS 12 FEET EAST OF THE SOUTHWEST CORNER OF THE SEAWALL,
 AG7517'81 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN DOCK, AND 16.4
 AG7517'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A COVERED TABLE AREA
 AG7517'FOR CLEANING FISH.
 AG7517
 AG7517                          STATION RECOVERY (1991)
 AG7517
 AG7517'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7517'RECOVERED IN GOOD CONDITION.
 AG7517
 AG7517                          STATION RECOVERY (2005)
 AG7517
 AG7517'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7517'MARK FOUND GOOD. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG7517'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG7517'GROUNDS. THERE ARE SEVERAL WOODEN DOCKS IN THE AREA EAST OF THE MARK.
 AG7517'THE COVERED TABLE AREA FOR CLEANING FISH DESCRIBED IN THE 1982
 AG7517'DESCRIPTION IS NOW A COVERED OPEN BAR AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6207 ***********************************************************************
 AG6207  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6207  DESIGNATION -  872 6468 TIDAL 1
 AG6207  PID         -  AG6207
 AG6207  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6207  USGS QUAD   -  RUSKIN (1987)
 AG6207
 AG6207                         *CURRENT SURVEY CONTROL
 AG6207  ___________________________________________________________________
 AG6207* NAD 83(1986)-  27 43 07.     (N)    082 28 46.     (W)     SCALED    
 AG6207* NAVD 88     -         2.935  (meters)       9.63   (feet)  ADJUSTED  
 AG6207  ___________________________________________________________________
 AG6207  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG6207  DYNAMIC HT  -           2.931 (meters)       9.62  (feet)  COMP
 AG6207  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AG6207
 AG6207  VERT ORDER  -  FIRST     CLASS I
 AG6207
 AG6207.The horizontal coordinates were scaled from a topographic map and have
 AG6207.an estimated accuracy of +/- 6 seconds.
 AG6207
 AG6207.The orthometric height was determined by differential leveling
 AG6207.and adjusted by the National Geodetic Survey in June 1991..
 AG6207.WARNING-Repeat measurements at this control monument indicate possible
 AG6207.vertical movement.
 AG6207
 AG6207.This Tidal Bench Mark is designated as VM 6512
 AG6207.by the Center for Operational Oceanographic Products and Services.
 AG6207
 AG6207.The geoid height was determined by GEOID03.
 AG6207
 AG6207.The dynamic height is computed by dividing the NAVD 88
 AG6207.geopotential number by the normal gravity value computed on the
 AG6207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6207.degrees latitude (g = 980.6199 gals.).
 AG6207
 AG6207.The modeled gravity was interpolated from observed gravity values.
 AG6207
 AG6207;                    North         East    Units  Estimated Accuracy
 AG6207;SPC FL W     -   375,120.      152,720.      MT  (+/- 180 meters Scaled)
 AG6207
 AG6207                          SUPERSEDED SURVEY CONTROL
 AG6207
 AG6207.No superseded survey control is available for this station.
 AG6207
 AG6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 AG6207_MARKER: DJ = TIDAL STATION DISK
 AG6207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6207_SP_SET: BANISTER
 AG6207_STAMPING: NO 1 1957
 AG6207_MARK LOGO: CGS   
 AG6207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6207
 AG6207  HISTORY     - Date     Condition        Report By
 AG6207  HISTORY     - 1957     MONUMENTED       CGS
 AG6207  HISTORY     - 1966     GOOD             NGS
 AG6207  HISTORY     - 1982     GOOD             FLDNR
 AG6207  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6207  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG6207
 AG6207                          STATION DESCRIPTION
 AG6207
 AG6207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6207'2.8 MI W FROM RUSKIN.
 AG6207'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF
 AG6207'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT
 AG6207'FISH CAMP, NEAR THE SOUTH END OF THE SWIMMING POOL, SET IN THE
 AG6207'TOP OF THE BANISTER AT THE WEST END OF THE STEPS LEADING TO THE
 AG6207'POOL, 2 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK
 AG6207'AROUND THE POOL AND ABOUT 6 FEET ABOVE THE LEVEL OF THE GROUND.
 AG6207
 AG6207                          STATION RECOVERY (1982)
 AG6207
 AG6207'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6207'RECOVERED IN GOOD CONDITION.
 AG6207
 AG6207                          STATION RECOVERY (1990)
 AG6207
 AG6207'RECOVERY NOTE BY US POWER SQUADRON 1990 (VAV)
 AG6207'MARK NOT FOUND.
 AG6207
 AG6207                          STATION RECOVERY (2005)
 AG6207
 AG6207'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG6207'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG6207'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG6207'GROUNDS. THE SWIMMING POOL AND BANISTER AT THE WEST END OF THE STEPS
 AG6207'LEADING TO THE POOL REFERENCED IN THE 1966 DESCRIPTION NO LONGER
 AG6207'EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6208 ***********************************************************************
 AG6208  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6208  DESIGNATION -  872 6468 TIDAL 2
 AG6208  PID         -  AG6208
 AG6208  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6208  USGS QUAD   -  RUSKIN (1987)
 AG6208
 AG6208                         *CURRENT SURVEY CONTROL
 AG6208  ___________________________________________________________________
 AG6208* NAD 83(1986)-  27 43 07.     (N)    082 28 46.     (W)     SCALED    
 AG6208* NAVD 88     -         0.932  (meters)       3.06   (feet)  ADJUSTED  
 AG6208  ___________________________________________________________________
 AG6208  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG6208  DYNAMIC HT  -           0.931 (meters)       3.05  (feet)  COMP
 AG6208  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AG6208
 AG6208  VERT ORDER  -  FIRST     CLASS I
 AG6208
 AG6208.The horizontal coordinates were scaled from a topographic map and have
 AG6208.an estimated accuracy of +/- 6 seconds.
 AG6208
 AG6208.The orthometric height was determined by differential leveling
 AG6208.and adjusted by the National Geodetic Survey in June 1991..
 AG6208
 AG6208.This Tidal Bench Mark is designated as VM 6513
 AG6208.by the Center for Operational Oceanographic Products and Services.
 AG6208
 AG6208.The geoid height was determined by GEOID03.
 AG6208
 AG6208.The dynamic height is computed by dividing the NAVD 88
 AG6208.geopotential number by the normal gravity value computed on the
 AG6208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6208.degrees latitude (g = 980.6199 gals.).
 AG6208
 AG6208.The modeled gravity was interpolated from observed gravity values.
 AG6208
 AG6208;                    North         East    Units  Estimated Accuracy
 AG6208;SPC FL W     -   375,120.      152,720.      MT  (+/- 180 meters Scaled)
 AG6208
 AG6208                          SUPERSEDED SURVEY CONTROL
 AG6208
 AG6208.No superseded survey control is available for this station.
 AG6208
 AG6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 AG6208_MARKER: DJ = TIDAL STATION DISK
 AG6208_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6208+WITH SETTING: PAVEMENT
 AG6208_STAMPING: NO 2 1957
 AG6208_MARK LOGO: CGS   
 AG6208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6208+STABILITY: SURFACE MOTION
 AG6208
 AG6208  HISTORY     - Date     Condition        Report By
 AG6208  HISTORY     - 1957     MONUMENTED       CGS
 AG6208  HISTORY     - 1966     GOOD             NGS
 AG6208  HISTORY     - 1982     GOOD             FLDNR
 AG6208  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG6208
 AG6208                          STATION DESCRIPTION
 AG6208
 AG6208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6208'2.8 MI W FROM RUSKIN.
 AG6208'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF
 AG6208'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT
 AG6208'FISH CAMP, IN THE TOP AT THE NORTHEAST CORNER OF THE CONCRETE FLOOR
 AG6208'OF THE BAIT SHED OF THE FISH CAMP, 44.4 FEET NORTH OF THE
 AG6208'EAST-WEST SEA WALL AND ABOUT LEVEL WITH THE GROUND.  NOTE-- THE
 AG6208'ELEVATION OF THIS MARK SHOULD BE USED WITH CAUTION AS THE
 AG6208'STRUCTURE IS NOT VERY STABLE.
 AG6208
 AG6208                          STATION RECOVERY (1982)
 AG6208
 AG6208'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6208'RECOVERED IN GOOD CONDITION.
 AG6208
 AG6208                          STATION RECOVERY (2005)
 AG6208
 AG6208'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG6208'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG6208'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG6208'GROUNDS. THE CURRENT BAIT SHOP WAS CLOSED AT THE TIME THE MARK WAS
 AG6208'BEING SEARCHED FOR, SO THE CONCRETE FLOOR COULD NOT BE INSPECTED. IT
 AG6208'COULD NOT BE DETERMINED IF THE CURRENT BAIT SHOP IS IN THE SAME
 AG6208'LOCATION AS THE BAIT SHOP REFERENCED IN THE 1982 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6206 ***********************************************************************
 AG6206  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6206  DESIGNATION -  872 6468 TIDAL 3
 AG6206  PID         -  AG6206
 AG6206  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6206  USGS QUAD   -  RUSKIN (1987)
 AG6206
 AG6206                         *CURRENT SURVEY CONTROL
 AG6206  ___________________________________________________________________
 AG6206* NAD 83(1986)-  27 43 07.     (N)    082 28 47.     (W)     SCALED    
 AG6206* NAVD 88     -         1.471  (meters)       4.83   (feet)  ADJUSTED  
 AG6206  ___________________________________________________________________
 AG6206  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG6206  DYNAMIC HT  -           1.469 (meters)       4.82  (feet)  COMP
 AG6206  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AG6206
 AG6206  VERT ORDER  -  FIRST     CLASS I
 AG6206
 AG6206.The horizontal coordinates were scaled from a topographic map and have
 AG6206.an estimated accuracy of +/- 6 seconds.
 AG6206
 AG6206.The orthometric height was determined by differential leveling
 AG6206.and adjusted by the National Geodetic Survey in June 1991..
 AG6206
 AG6206.This Tidal Bench Mark is designated as VM 6514
 AG6206.by the Center for Operational Oceanographic Products and Services.
 AG6206
 AG6206.The geoid height was determined by GEOID03.
 AG6206
 AG6206.The dynamic height is computed by dividing the NAVD 88
 AG6206.geopotential number by the normal gravity value computed on the
 AG6206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6206.degrees latitude (g = 980.6199 gals.).
 AG6206
 AG6206.The modeled gravity was interpolated from observed gravity values.
 AG6206
 AG6206;                    North         East    Units  Estimated Accuracy
 AG6206;SPC FL W     -   375,120.      152,690.      MT  (+/- 180 meters Scaled)
 AG6206
 AG6206                          SUPERSEDED SURVEY CONTROL
 AG6206
 AG6206.No superseded survey control is available for this station.
 AG6206
 AG6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 AG6206_MARKER: DJ = TIDAL STATION DISK
 AG6206_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6206+WITH SETTING: PAVEMENT
 AG6206_STAMPING: NO 3 1957
 AG6206_MARK LOGO: CGS   
 AG6206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6206+STABILITY: SURFACE MOTION
 AG6206
 AG6206  HISTORY     - Date     Condition        Report By
 AG6206  HISTORY     - 1957     MONUMENTED       CGS
 AG6206  HISTORY     - 1966     GOOD             NGS
 AG6206  HISTORY     - 1982     GOOD             FLDNR
 AG6206  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG6206
 AG6206                          STATION DESCRIPTION
 AG6206
 AG6206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6206'2.8 MI W FROM RUSKIN.
 AG6206'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF
 AG6206'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT, NEAR THE SHELL POINT
 AG6206'FISH CAMP, 24.5 FEET EAST OF THE SOUTHEAST CORNER OF THE STEEL
 AG6206'FENCE AROUND THE SWIMMING POOL, IN THE TOP OF THE NORTHEAST
 AG6206'CORNER OF THE CONCRETE FLOOR OF THE SHELTER AT THE SOUTH END OF
 AG6206'THE OLD SHUFFLE BOARD COURT, 1.7 FEET NORTH OF THE NORTHEAST
 AG6206'CORNER OF THE FLOOR AND ABOUT LEVEL WITH THE GROUND.
 AG6206
 AG6206                          STATION RECOVERY (1982)
 AG6206
 AG6206'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6206'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AG6206'THE SHUFFLE BOARD COURT IS NOW A TOMATO GARDEN, AND THE SHELTER IS
 AG6206'GONE, BUT THE CONCRETE FLOOR REMAINS.
 AG6206
 AG6206                          STATION RECOVERY (2005)
 AG6206
 AG6206'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG6206'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG6206'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG6206'GROUNDS. THE SITE OF THE SWIMMING POOL AND CONCRETE FLOOR OF THE
 AG6206'SHELTER NEAR THE OLD SHUFFLE BOARD COURT IN THE FISH CAMP REFERENCED
 AG6206'IN THE 1982 DESCRIPTION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7406 ***********************************************************************
 AG7406  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7406  DESIGNATION -  872 6474 A TIDAL
 AG7406  PID         -  AG7406
 AG7406  STATE/COUNTY-  FL/PINELLAS
 AG7406  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7406
 AG7406                         *CURRENT SURVEY CONTROL
 AG7406  ___________________________________________________________________
 AG7406* NAD 83(1986)-  27 43 40.     (N)    082 38 08.     (W)     SCALED    
 AG7406* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 AG7406  ___________________________________________________________________
 AG7406  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7406  DYNAMIC HT  -           2.201 (meters)       7.22  (feet)  COMP
 AG7406  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 AG7406
 AG7406  VERT ORDER  -  SECOND    CLASS I
 AG7406
 AG7406.The horizontal coordinates were scaled from a topographic map and have
 AG7406.an estimated accuracy of +/- 6 seconds.
 AG7406
 AG7406.The orthometric height was determined by differential leveling
 AG7406.and adjusted by the National Geodetic Survey in June 1991..
 AG7406
 AG7406.This Tidal Bench Mark is designated as VM 10642
 AG7406.by the Center for Operational Oceanographic Products and Services.
 AG7406
 AG7406.This Tidal Bench Mark is designated as VM 10644
 AG7406.by the Center for Operational Oceanographic Products and Services.
 AG7406
 AG7406.The geoid height was determined by GEOID03.
 AG7406
 AG7406.The dynamic height is computed by dividing the NAVD 88
 AG7406.geopotential number by the normal gravity value computed on the
 AG7406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7406.degrees latitude (g = 980.6199 gals.).
 AG7406
 AG7406.The modeled gravity was interpolated from observed gravity values.
 AG7406
 AG7406;                    North         East    Units  Estimated Accuracy
 AG7406;SPC FL W     -   376,210.      137,330.      MT  (+/- 180 meters Scaled)
 AG7406
 AG7406                          SUPERSEDED SURVEY CONTROL
 AG7406
 AG7406  NGVD 29 (??/??/92)    2.481  (m)            8.14   (f) ADJ UNCH    2 1
 AG7406
 AG7406.Superseded values are not recommended for survey control.
 AG7406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7406.See file dsdata.txt to determine how the superseded data were derived.
 AG7406
 AG7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387681(NAD 83)
 AG7406_MARKER: DJ = TIDAL STATION DISK
 AG7406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7406_SP_SET: CONCRETE BRIDGE WINGWALL
 AG7406_STAMPING: 6474 A 1976
 AG7406_MARK LOGO: NOS   
 AG7406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7406+STABILITY: SURFACE MOTION
 AG7406
 AG7406  HISTORY     - Date     Condition        Report By
 AG7406  HISTORY     - 1976     MONUMENTED       NOS
 AG7406  HISTORY     - 1982     GOOD             FLDNR
 AG7406  HISTORY     - 19961108 POOR             USPSQD
 AG7406  HISTORY     - 19990118 POOR             USPSQD
 AG7406  HISTORY     - 20010331 POOR             NGS
 AG7406  HISTORY     - 20051017 POOR             USPSQD
 AG7406
 AG7406                          STATION DESCRIPTION
 AG7406
 AG7406'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7406'IN ST PETERSBURG.
 AG7406'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687)AND
 AG7406'5TH AVENUE NORTH (STATE ROAD 595), GO SOUTH ON 4TH STREETNORTH
 AG7406'FOR 2.55 MILES TO THE JUNCTION OF 30TH AVENUE SOUTH, GO 0.15 MILE
 AG7406'WEST ON 30TH AVENUE SOUTH TO 6TH STREET SOUTH, GO 0.95 MILE
 AG7406'SOUTH ON 6TH STREET SOUTH T0 45TH AVENUE SOUTH, GO 0.4 MILE EAST
 AG7406'ON 45TH AVENUE SOUTH TO A SMALL BRIDGE OVER LITTLE BAYOU
 AG7406'AND THE MARK.  THE MARK BEARS 23 FEET SOUTH OF THE CENTERLINE
 AG7406'OF 45TH AVENUE SOUTH, 2.5 FEET NORTH OF THE SOUTH END OF THE
 AG7406'SOUTHWEST CONCRETE WINGWALL, AND 90 FEET EAST OF THE CENTERLINE
 AG7406'OF SUNRISE DRIVE.
 AG7406'THE MARK IS 1 FT BELOW ROAD.
 AG7406
 AG7406                          STATION RECOVERY (1996)
 AG7406
 AG7406'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7406'MARK RECOVERED IN POOR CONDITION.
 AG7406
 AG7406                          STATION RECOVERY (1999)
 AG7406
 AG7406'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7406'MARK RECOVERED IN POOR CONDITION.
 AG7406
 AG7406                          STATION RECOVERY (2001)
 AG7406
 AG7406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7406
 AG7406                          STATION RECOVERY (2005)
 AG7406
 AG7406'RECOVERY NOTE BY US POWER SQUADRON 2005 (KNB)
 AG7406'THE LETTER A IN THE DESIGNATION 872 6474 A TIDAL IS OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7522 ***********************************************************************
 AG7522  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7522  DESIGNATION -  872 6479 A TIDAL
 AG7522  PID         -  AG7522
 AG7522  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7522  USGS QUAD   -  RUSKIN (1987)
 AG7522
 AG7522                         *CURRENT SURVEY CONTROL
 AG7522  ___________________________________________________________________
 AG7522* NAD 83(1986)-  27 43 48.     (N)    082 28 36.     (W)     SCALED    
 AG7522* NAVD 88     -         1.291  (meters)       4.24   (feet)  ADJUSTED  
 AG7522  ___________________________________________________________________
 AG7522  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG7522  DYNAMIC HT  -           1.289 (meters)       4.23  (feet)  COMP
 AG7522  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AG7522
 AG7522  VERT ORDER  -  SECOND    CLASS I
 AG7522
 AG7522.The horizontal coordinates were scaled from a topographic map and have
 AG7522.an estimated accuracy of +/- 6 seconds.
 AG7522
 AG7522.The orthometric height was determined by differential leveling
 AG7522.and adjusted by the National Geodetic Survey in June 1991..
 AG7522
 AG7522.This Tidal Bench Mark is designated as VM 6524
 AG7522.by the Center for Operational Oceanographic Products and Services.
 AG7522
 AG7522.The geoid height was determined by GEOID03.
 AG7522
 AG7522.The dynamic height is computed by dividing the NAVD 88
 AG7522.geopotential number by the normal gravity value computed on the
 AG7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7522.degrees latitude (g = 980.6199 gals.).
 AG7522
 AG7522.The modeled gravity was interpolated from observed gravity values.
 AG7522
 AG7522;                    North         East    Units  Estimated Accuracy
 AG7522;SPC FL W     -   376,380.      153,000.      MT  (+/- 180 meters Scaled)
 AG7522
 AG7522                          SUPERSEDED SURVEY CONTROL
 AG7522
 AG7522.No superseded survey control is available for this station.
 AG7522
 AG7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 AG7522_MARKER: DJ = TIDAL STATION DISK
 AG7522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7522_SP_SET: CONCRETE SEAWALL
 AG7522_STAMPING: 6479 A 1977
 AG7522_MARK LOGO: NOS   
 AG7522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7522+STABILITY: SURFACE MOTION
 AG7522
 AG7522  HISTORY     - Date     Condition        Report By
 AG7522  HISTORY     - 1977     MONUMENTED       NOS
 AG7522  HISTORY     - 1982     GOOD             FLDNR
 AG7522  HISTORY     - 19910326 POOR             USPSQD
 AG7522  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7522
 AG7522                          STATION DESCRIPTION
 AG7522
 AG7522'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7522'3.15 MI WEST FROM RUSKIN.
 AG7522'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7522'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7522'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA
 AG7522'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD
 AG7522'TO THE RESORT FISHING PIER AND THE MARK.
 AG7522'THE MARK IS SET IN THE TOP OF THE SEAWALL AT THE BEGINNING OF THE
 AG7522'FISHING PIER, 1 FOOT EAST OF THE WEST EDGE OF THE SEAWALL, 5
 AG7522'FEET NORTH OF THE CENTERLINE OF THE WALKWAY TO THE PIER, AND
 AG7522'123 FEET NORTH OF TIDAL BENCH MARK 6479 B 1977.
 AG7522
 AG7522                          STATION RECOVERY (1991)
 AG7522
 AG7522'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7522'MARK RECOVERED IN POOR CONDITION.
 AG7522
 AG7522                          STATION RECOVERY (2005)
 AG7522
 AG7522'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7522'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982
 AG7522'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982
 AG7522'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING.  THE AREA OF THE OLD
 AG7522'SEAWALL IS COVERED WITH BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7521 ***********************************************************************
 AG7521  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7521  DESIGNATION -  872 6479 B TIDAL
 AG7521  PID         -  AG7521
 AG7521  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7521  USGS QUAD   -  RUSKIN (1987)
 AG7521
 AG7521                         *CURRENT SURVEY CONTROL
 AG7521  ___________________________________________________________________
 AG7521* NAD 83(1986)-  27 43 48.     (N)    082 28 36.     (W)     SCALED    
 AG7521* NAVD 88     -         1.316  (meters)       4.32   (feet)  ADJUSTED  
 AG7521  ___________________________________________________________________
 AG7521  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG7521  DYNAMIC HT  -           1.314 (meters)       4.31  (feet)  COMP
 AG7521  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AG7521
 AG7521  VERT ORDER  -  SECOND    CLASS I
 AG7521
 AG7521.The horizontal coordinates were scaled from a topographic map and have
 AG7521.an estimated accuracy of +/- 6 seconds.
 AG7521
 AG7521.The orthometric height was determined by differential leveling
 AG7521.and adjusted by the National Geodetic Survey in June 1991..
 AG7521
 AG7521.This Tidal Bench Mark is designated as VM 6525
 AG7521.by the Center for Operational Oceanographic Products and Services.
 AG7521
 AG7521.The geoid height was determined by GEOID03.
 AG7521
 AG7521.The dynamic height is computed by dividing the NAVD 88
 AG7521.geopotential number by the normal gravity value computed on the
 AG7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7521.degrees latitude (g = 980.6199 gals.).
 AG7521
 AG7521.The modeled gravity was interpolated from observed gravity values.
 AG7521
 AG7521;                    North         East    Units  Estimated Accuracy
 AG7521;SPC FL W     -   376,380.      153,000.      MT  (+/- 180 meters Scaled)
 AG7521
 AG7521                          SUPERSEDED SURVEY CONTROL
 AG7521
 AG7521.No superseded survey control is available for this station.
 AG7521
 AG7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 AG7521_MARKER: DJ = TIDAL STATION DISK
 AG7521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7521_SP_SET: CONCRETE SEAWALL
 AG7521_STAMPING: 6479 B 1977
 AG7521_MARK LOGO: NOS   
 AG7521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7521+STABILITY: SURFACE MOTION
 AG7521
 AG7521  HISTORY     - Date     Condition        Report By
 AG7521  HISTORY     - 1977     MONUMENTED       NOS
 AG7521  HISTORY     - 1982     GOOD             FLDNR
 AG7521  HISTORY     - 19910326 GOOD             USPSQD
 AG7521  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7521
 AG7521                          STATION DESCRIPTION
 AG7521
 AG7521'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7521'3.15 MI WEST FROM RUSKIN.
 AG7521'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7521'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7521'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA
 AG7521'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD
 AG7521'TO THE RESORT FISHING PIER AND THE MARK.
 AG7521'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE FISHING PIER, 12
 AG7521'FEET EAST OF THE JUNCTION OF THE NORTH/SOUTH AND EAST/WEST SEAWALLS,
 AG7521'35.8 FEET WEST OF THE EAST END OF THE EAST/WEST SEAWALL, AND 123
 AG7521'FEET SOUTH OF TIDAL BENCH MARK 6479 A 1977.
 AG7521
 AG7521                          STATION RECOVERY (1991)
 AG7521
 AG7521'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7521'RECOVERED IN GOOD CONDITION.
 AG7521
 AG7521                          STATION RECOVERY (2005)
 AG7521
 AG7521'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7521'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982
 AG7521'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982
 AG7521'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING.  THE AREA OF THE OLD
 AG7521'SEAWALL IS COVERED WITH BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7523 ***********************************************************************
 AG7523  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7523  DESIGNATION -  872 6479 C TIDAL
 AG7523  PID         -  AG7523
 AG7523  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7523  USGS QUAD   -  RUSKIN (1987)
 AG7523
 AG7523                         *CURRENT SURVEY CONTROL
 AG7523  ___________________________________________________________________
 AG7523* NAD 83(1986)-  27 43 48.     (N)    082 28 36.     (W)     SCALED    
 AG7523* NAVD 88     -         1.324  (meters)       4.34   (feet)  ADJUSTED  
 AG7523  ___________________________________________________________________
 AG7523  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG7523  DYNAMIC HT  -           1.322 (meters)       4.34  (feet)  COMP
 AG7523  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AG7523
 AG7523  VERT ORDER  -  SECOND    CLASS I
 AG7523
 AG7523.The horizontal coordinates were scaled from a topographic map and have
 AG7523.an estimated accuracy of +/- 6 seconds.
 AG7523
 AG7523.The orthometric height was determined by differential leveling
 AG7523.and adjusted by the National Geodetic Survey in June 1991..
 AG7523
 AG7523.This Tidal Bench Mark is designated as VM 6526
 AG7523.by the Center for Operational Oceanographic Products and Services.
 AG7523
 AG7523.The geoid height was determined by GEOID03.
 AG7523
 AG7523.The dynamic height is computed by dividing the NAVD 88
 AG7523.geopotential number by the normal gravity value computed on the
 AG7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7523.degrees latitude (g = 980.6199 gals.).
 AG7523
 AG7523.The modeled gravity was interpolated from observed gravity values.
 AG7523
 AG7523;                    North         East    Units  Estimated Accuracy
 AG7523;SPC FL W     -   376,380.      153,000.      MT  (+/- 180 meters Scaled)
 AG7523
 AG7523                          SUPERSEDED SURVEY CONTROL
 AG7523
 AG7523.No superseded survey control is available for this station.
 AG7523
 AG7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 AG7523_MARKER: DJ = TIDAL STATION DISK
 AG7523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7523_SP_SET: CONCRETE SEAWALL
 AG7523_STAMPING: 6479 C 1977
 AG7523_MARK LOGO: NOS   
 AG7523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7523+STABILITY: SURFACE MOTION
 AG7523
 AG7523  HISTORY     - Date     Condition        Report By
 AG7523  HISTORY     - 1977     MONUMENTED       NOS
 AG7523  HISTORY     - 1982     GOOD             FLDNR
 AG7523  HISTORY     - 19910326 GOOD             USPSQD
 AG7523  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7523
 AG7523                          STATION DESCRIPTION
 AG7523
 AG7523'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7523'3.15 MI WEST FROM RUSKIN.
 AG7523'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7523'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7523'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA
 AG7523'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD
 AG7523'TO THE RESORT FISHING PIER AND THE MARK.
 AG7523'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE FISHING PIER,
 AG7523'AT THE JUNCTION OF THE NORTH/SOUTH SEAWALL WITH AN EAST/WEST
 AG7523'SEAWALL, 140 FEET NORTH OF THE CENTERLINE OF THE PIER WALKWAY,
 AG7523'AND 47.8 FEET WEST OF THE EAST END OF THE EAST/WEST SEAWALL.
 AG7523
 AG7523                          STATION RECOVERY (1991)
 AG7523
 AG7523'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7523'RECOVERED IN GOOD CONDITION.
 AG7523
 AG7523                          STATION RECOVERY (2005)
 AG7523
 AG7523'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7523'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982
 AG7523'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982
 AG7523'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING.  THE AREA OF THE OLD
 AG7523'SEAWALL IS COVERED WITH BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7520 ***********************************************************************
 AG7520  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7520  DESIGNATION -  872 6479 G TIDAL
 AG7520  PID         -  AG7520
 AG7520  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7520  USGS QUAD   -  RUSKIN (1987)
 AG7520
 AG7520                         *CURRENT SURVEY CONTROL
 AG7520  ___________________________________________________________________
 AG7520* NAD 83(1986)-  27 43 23.     (N)    082 28 22.     (W)     SCALED    
 AG7520* NAVD 88     -         1.147  (meters)       3.76   (feet)  ADJUSTED  
 AG7520  ___________________________________________________________________
 AG7520  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG7520  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 AG7520  MODELED GRAV-     979,161.7   (mgal)                       NAVD 88
 AG7520
 AG7520  VERT ORDER  -  SECOND    CLASS I
 AG7520
 AG7520.The horizontal coordinates were scaled from a topographic map and have
 AG7520.an estimated accuracy of +/- 6 seconds.
 AG7520
 AG7520.The orthometric height was determined by differential leveling
 AG7520.and adjusted by the National Geodetic Survey in June 1991..
 AG7520
 AG7520.This Tidal Bench Mark is designated as VM 6527
 AG7520.by the Center for Operational Oceanographic Products and Services.
 AG7520
 AG7520.The geoid height was determined by GEOID03.
 AG7520
 AG7520.The dynamic height is computed by dividing the NAVD 88
 AG7520.geopotential number by the normal gravity value computed on the
 AG7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7520.degrees latitude (g = 980.6199 gals.).
 AG7520
 AG7520.The modeled gravity was interpolated from observed gravity values.
 AG7520
 AG7520;                    North         East    Units  Estimated Accuracy
 AG7520;SPC FL W     -   375,610.      153,380.      MT  (+/- 180 meters Scaled)
 AG7520
 AG7520                          SUPERSEDED SURVEY CONTROL
 AG7520
 AG7520.No superseded survey control is available for this station.
 AG7520
 AG7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL548673(NAD 83)
 AG7520_MARKER: DJ = TIDAL STATION DISK
 AG7520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7520_SP_SET: STAINLESS STEEL ROD
 AG7520_STAMPING: 6479 G 1982
 AG7520_MARK LOGO: NOS   
 AG7520_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7520_ROD/PIPE-DEPTH: 7.32 meters
 AG7520
 AG7520  HISTORY     - Date     Condition        Report By
 AG7520  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7520  HISTORY     - 19910326 POOR             USPSQD
 AG7520  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7520
 AG7520                          STATION DESCRIPTION
 AG7520
 AG7520'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7520'2.5 MI WEST FROM RUSKIN.
 AG7520'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL POINT ROAD
 AG7520'IN RUSKIN, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7520'OF 32ND STREET, GO 0.15 MILE NORTH ON 32ND STREET TO THE MARK.  THE
 AG7520'MARK BEARS 20 FEET WEST OF THE CENTERLINE OF 32ND STREET, 15.8
 AG7520'FEET EAST OF THE SECOND POWER POLE SOUTH OF A SMALL BRIDGE, ABOUT
 AG7520'380 FEET SOUTH OF THE SMALL BRIDGE, AND 1.3 FEET EAST OF A WITNESS
 AG7520'POST.
 AG7520
 AG7520                          STATION RECOVERY (1991)
 AG7520
 AG7520'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7520'MARK RECOVERED IN POOR CONDITION.
 AG7520
 AG7520                          STATION RECOVERY (2005)
 AG7520
 AG7520'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7520'MARK SEARCHED FOR BUT NOT FOUND ON THIS DATE. THE SPECIFIC SITE COULD
 AG7520'NOT BE DETERMINED AS NO WITNESS POST NOW EXISTS. (MARK WAS FOUND IN
 AG7520'POOR CONDITION IN MAY, 2004 NEAR THE WITNESS POST AND WAS 6 INCHES
 AG7520'ABOVE GROUND AND SEVERELY BENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7519 ***********************************************************************
 AG7519  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7519  DESIGNATION -  872 6479 H TIDAL
 AG7519  PID         -  AG7519
 AG7519  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7519  USGS QUAD   -  RUSKIN (1987)
 AG7519
 AG7519                         *CURRENT SURVEY CONTROL
 AG7519  ___________________________________________________________________
 AG7519* NAD 83(1986)-  27 43 14.     (N)    082 28 22.     (W)     SCALED    
 AG7519* NAVD 88     -         1.206  (meters)       3.96   (feet)  ADJUSTED  
 AG7519  ___________________________________________________________________
 AG7519  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG7519  DYNAMIC HT  -           1.205 (meters)       3.95  (feet)  COMP
 AG7519  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 AG7519
 AG7519  VERT ORDER  -  SECOND    CLASS I
 AG7519
 AG7519.The horizontal coordinates were scaled from a topographic map and have
 AG7519.an estimated accuracy of +/- 6 seconds.
 AG7519
 AG7519.The orthometric height was determined by differential leveling
 AG7519.and adjusted by the National Geodetic Survey in June 1991..
 AG7519
 AG7519.This Tidal Bench Mark is designated as VM 6528
 AG7519.by the Center for Operational Oceanographic Products and Services.
 AG7519
 AG7519.The geoid height was determined by GEOID03.
 AG7519
 AG7519.The dynamic height is computed by dividing the NAVD 88
 AG7519.geopotential number by the normal gravity value computed on the
 AG7519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7519.degrees latitude (g = 980.6199 gals.).
 AG7519
 AG7519.The modeled gravity was interpolated from observed gravity values.
 AG7519
 AG7519;                    North         East    Units  Estimated Accuracy
 AG7519;SPC FL W     -   375,330.      153,380.      MT  (+/- 180 meters Scaled)
 AG7519
 AG7519                          SUPERSEDED SURVEY CONTROL
 AG7519
 AG7519.No superseded survey control is available for this station.
 AG7519
 AG7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL548671(NAD 83)
 AG7519_MARKER: DJ = TIDAL STATION DISK
 AG7519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7519_SP_SET: STAINLESS STEEL ROD
 AG7519_STAMPING: 6479 H 1982
 AG7519_MARK LOGO: NOS   
 AG7519_PROJECTION: PROJECTING 3 CENTIMETERS
 AG7519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7519_ROD/PIPE-DEPTH: 6.71 meters
 AG7519
 AG7519  HISTORY     - Date     Condition        Report By
 AG7519  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7519  HISTORY     - 19910326 POOR             USPSQD
 AG7519  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7519
 AG7519                          STATION DESCRIPTION
 AG7519
 AG7519'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7519'2.35 MI WEST FROM RUSKIN.
 AG7519'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL POINT ROAD
 AG7519'IN RUSKIN, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7519'OF 32ND STREET AND THE MARK.  THE MARK BEARS 48 FEET NORTH OF THE
 AG7519'CCENTERLINE OF SHELL POINT ROAD, 49.5 FEET EAST OF THE CENTERLINE OF
 AG7519'32ND STREET, 106.8 FEET EAST-NORTHEAST OF A POWER POLE WITH STREET
 AG7519'LIGHT, 16.9 FEET NORTHWEST OF THE STREET SIGN, AND 1.5 FEET SOUTHWEST
 AG7519'OF A WITNESS POST.
 AG7519
 AG7519                          STATION RECOVERY (1991)
 AG7519
 AG7519'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7519'MARK RECOVERED IN POOR CONDITION.
 AG7519
 AG7519                          STATION RECOVERY (2005)
 AG7519
 AG7519'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7519'MARK SEARCHED FOR BUT NOT FOUND.  ACCORDING TO THE 1982 DIRECTIONS,
 AG7519'49.5 FEET EAST OF THE CENTERLINE OF 32ND STREET AND 48 FEET NORTH OF
 AG7519'THE CENTERLINE OF SHELL POINT ROAD WOULD PLACE THE MARK EAST OF THE
 AG7519'EAST GRADER DITCH ALONG 32ND STREET AND IN WATER.  MARK WAS NOT
 AG7519'SEARCHED FOR IN THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7405 ***********************************************************************
 AG7405  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7405  DESIGNATION -  872 6485 A TIDAL
 AG7405  PID         -  AG7405
 AG7405  STATE/COUNTY-  FL/PINELLAS
 AG7405  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7405
 AG7405                         *CURRENT SURVEY CONTROL
 AG7405  ___________________________________________________________________
 AG7405* NAD 83(1986)-  27 44 03.     (N)    082 38 24.     (W)     SCALED    
 AG7405* NAVD 88     -         0.816  (meters)       2.68   (feet)  ADJUSTED  
 AG7405  ___________________________________________________________________
 AG7405  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AG7405  DYNAMIC HT  -           0.815 (meters)       2.67  (feet)  COMP
 AG7405  MODELED GRAV-     979,170.1   (mgal)                       NAVD 88
 AG7405
 AG7405  VERT ORDER  -  SECOND    CLASS I
 AG7405
 AG7405.The horizontal coordinates were scaled from a topographic map and have
 AG7405.an estimated accuracy of +/- 6 seconds.
 AG7405
 AG7405.The orthometric height was determined by differential leveling
 AG7405.and adjusted by the National Geodetic Survey in June 1991..
 AG7405
 AG7405.This Tidal Bench Mark is designated as VM 10638
 AG7405.by the Center for Operational Oceanographic Products and Services.
 AG7405
 AG7405.This Tidal Bench Mark is designated as VM 10643
 AG7405.by the Center for Operational Oceanographic Products and Services.
 AG7405
 AG7405.The geoid height was determined by GEOID03.
 AG7405
 AG7405.The dynamic height is computed by dividing the NAVD 88
 AG7405.geopotential number by the normal gravity value computed on the
 AG7405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7405.degrees latitude (g = 980.6199 gals.).
 AG7405
 AG7405.The modeled gravity was interpolated from observed gravity values.
 AG7405
 AG7405;                    North         East    Units  Estimated Accuracy
 AG7405;SPC FL W     -   376,920.      136,900.      MT  (+/- 180 meters Scaled)
 AG7405
 AG7405                          SUPERSEDED SURVEY CONTROL
 AG7405
 AG7405  NGVD 29 (??/??/92)    1.090  (m)            3.58   (f) ADJ UNCH    2 1
 AG7405
 AG7405.Superseded values are not recommended for survey control.
 AG7405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7405.See file dsdata.txt to determine how the superseded data were derived.
 AG7405
 AG7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL383688(NAD 83)
 AG7405_MARKER: DJ = TIDAL STATION DISK
 AG7405_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7405+WITH SETTING: PAVEMENT
 AG7405_SP_SET: CONCRETE FLOOR
 AG7405_STAMPING: 6485 A 1976
 AG7405_MARK LOGO: NOS   
 AG7405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7405+STABILITY: SURFACE MOTION
 AG7405
 AG7405  HISTORY     - Date     Condition        Report By
 AG7405  HISTORY     - 1976     MONUMENTED       NOS
 AG7405  HISTORY     - 1982     GOOD             FLDNR
 AG7405  HISTORY     - 19980321 GOOD             USPSQD
 AG7405  HISTORY     - 20031027 POOR             USPSQD
 AG7405
 AG7405                          STATION DESCRIPTION
 AG7405
 AG7405'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7405'IN ST PETERSBURG.
 AG7405'THE MARK IS IN GRANDVIEW PARK AT THE INTERSECTION OF 6TH STREET
 AG7405'SOUTH AND 39TH AVENUE SOUTH.  THE MARK BEARS 22 FEET NORTH OF THE
 AG7405'NORTH BOAT RAMP, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CEMENT
 AG7405'PICNIC TABLE, 15 FEET WEST OF THE APPROXIMATE WATERLINE, AND SET
 AG7405'IN THE CONCRETE FLOORING FOR THE PICNIC TABLE.  THE TOP OF THE MARK
 AG7405'HAS BEEN DENTED.
 AG7405
 AG7405                          STATION RECOVERY (1998)
 AG7405
 AG7405'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7405'RECOVERED IN GOOD CONDITION.
 AG7405
 AG7405                          STATION RECOVERY (2003)
 AG7405
 AG7405'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7405'THERE ARE THREE LARGE DENTS IN THE STAMP AREA AND THE MOST OF THE
 AG7405'STAMPING HAS BEEN OBLITERATED..
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7407 ***********************************************************************
 AG7407  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7407  DESIGNATION -  872 6486 E TIDAL FLDNR
 AG7407  PID         -  AG7407
 AG7407  STATE/COUNTY-  FL/PINELLAS
 AG7407  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7407
 AG7407                         *CURRENT SURVEY CONTROL
 AG7407  ___________________________________________________________________
 AG7407* NAD 83(1986)-  27 44 27.     (N)    082 42 23.     (W)     SCALED    
 AG7407* NAVD 88     -         3.848  (meters)      12.62   (feet)  ADJUSTED  
 AG7407  ___________________________________________________________________
 AG7407  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG7407  DYNAMIC HT  -           3.842 (meters)      12.61  (feet)  COMP
 AG7407  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AG7407
 AG7407  VERT ORDER  -  SECOND    CLASS I
 AG7407
 AG7407.The horizontal coordinates were scaled from a topographic map and have
 AG7407.an estimated accuracy of +/- 6 seconds.
 AG7407
 AG7407.The orthometric height was determined by differential leveling
 AG7407.and adjusted by the National Geodetic Survey in June 1991..
 AG7407
 AG7407.This Tidal Bench Mark is designated as VM 6531
 AG7407.by the Center for Operational Oceanographic Products and Services.
 AG7407
 AG7407.The geoid height was determined by GEOID03.
 AG7407
 AG7407.The dynamic height is computed by dividing the NAVD 88
 AG7407.geopotential number by the normal gravity value computed on the
 AG7407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7407.degrees latitude (g = 980.6199 gals.).
 AG7407
 AG7407.The modeled gravity was interpolated from observed gravity values.
 AG7407
 AG7407;                    North         East    Units  Estimated Accuracy
 AG7407;SPC FL W     -   377,690.      130,360.      MT  (+/- 180 meters Scaled)
 AG7407
 AG7407                          SUPERSEDED SURVEY CONTROL
 AG7407
 AG7407  NGVD 29 (??/??/92)    4.121  (m)           13.52   (f) ADJ UNCH    2 1
 AG7407
 AG7407.Superseded values are not recommended for survey control.
 AG7407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7407.See file dsdata.txt to determine how the superseded data were derived.
 AG7407
 AG7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318696(NAD 83)
 AG7407_MARKER: DJ = TIDAL STATION DISK
 AG7407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7407_SP_SET: STAINLESS STEEL ROD
 AG7407_STAMPING: 6486 E 1982
 AG7407_MARK LOGO: FLDNR 
 AG7407_PROJECTION: FLUSH
 AG7407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7407_ROD/PIPE-DEPTH: 12.2 meters
 AG7407
 AG7407  HISTORY     - Date     Condition        Report By
 AG7407  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7407  HISTORY     - 19980112 POOR             USPSQD
 AG7407  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AG7407
 AG7407                          STATION DESCRIPTION
 AG7407
 AG7407'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7407'IN GULFPORT.
 AG7407'THE MARK IS IN GULFPORT AT THE INTERSECTION OF 29TH AVENUE SOUTH
 AG7407'AND 54TH STREET.  THE MARK BEARS 18.75 FEET EAST OF THE CENTERLINE
 AG7407'OF 54TH STREET, 28.0 FEET SOUTH OF THE CENTERLINE OF 29TH AVENUE
 AG7407'SOUTH, AND 3.5 FEET SOUTHWEST OF A POWER POLE.  THE DISK IS A
 AG7407'FLORIDA TIDAL BENCH MARK.
 AG7407'THE MARK IS 1.3 FT  N FROM A WITNESS POST.
 AG7407'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7407
 AG7407                          STATION RECOVERY (1998)
 AG7407
 AG7407'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7407'MARK RECOVERED IN POOR CONDITION.
 AG7407
 AG7407                          STATION RECOVERY (2003)
 AG7407
 AG7407'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG7407'FOUND A 4 INCH DIAMETER CERAMIC PIPE WITH TOP SHEARED OFF IN MARKER
 AG7407'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7408 ***********************************************************************
 AG7408  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7408  DESIGNATION -  872 6486 F TIDAL FLDNR
 AG7408  PID         -  AG7408
 AG7408  STATE/COUNTY-  FL/PINELLAS
 AG7408  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7408
 AG7408                         *CURRENT SURVEY CONTROL
 AG7408  ___________________________________________________________________
 AG7408* NAD 83(1986)-  27 44 36.     (N)    082 42 23.     (W)     SCALED    
 AG7408* NAVD 88     -         4.320  (meters)      14.17   (feet)  ADJUSTED  
 AG7408  ___________________________________________________________________
 AG7408  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG7408  DYNAMIC HT  -           4.314 (meters)      14.15  (feet)  COMP
 AG7408  MODELED GRAV-     979,173.1   (mgal)                       NAVD 88
 AG7408
 AG7408  VERT ORDER  -  SECOND    CLASS I
 AG7408
 AG7408.The horizontal coordinates were scaled from a topographic map and have
 AG7408.an estimated accuracy of +/- 6 seconds.
 AG7408
 AG7408.The orthometric height was determined by differential leveling
 AG7408.and adjusted by the National Geodetic Survey in June 1991..
 AG7408
 AG7408.This Tidal Bench Mark is designated as VM 6532
 AG7408.by the Center for Operational Oceanographic Products and Services.
 AG7408
 AG7408.The geoid height was determined by GEOID03.
 AG7408
 AG7408.The dynamic height is computed by dividing the NAVD 88
 AG7408.geopotential number by the normal gravity value computed on the
 AG7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7408.degrees latitude (g = 980.6199 gals.).
 AG7408
 AG7408.The modeled gravity was interpolated from observed gravity values.
 AG7408
 AG7408;                    North         East    Units  Estimated Accuracy
 AG7408;SPC FL W     -   377,970.      130,360.      MT  (+/- 180 meters Scaled)
 AG7408
 AG7408                          SUPERSEDED SURVEY CONTROL
 AG7408
 AG7408  NGVD 29 (??/??/92)    4.593  (m)           15.07   (f) ADJ UNCH    2 1
 AG7408
 AG7408.Superseded values are not recommended for survey control.
 AG7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7408.See file dsdata.txt to determine how the superseded data were derived.
 AG7408
 AG7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318699(NAD 83)
 AG7408_MARKER: DJ = TIDAL STATION DISK
 AG7408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7408_SP_SET: STAINLESS STEEL ROD
 AG7408_STAMPING: 6486 F 1982
 AG7408_MARK LOGO: FLDNR 
 AG7408_PROJECTION: PROJECTING 8 CENTIMETERS
 AG7408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7408_ROD/PIPE-DEPTH: 13.4 meters
 AG7408
 AG7408  HISTORY     - Date     Condition        Report By
 AG7408  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7408  HISTORY     - 19980112 GOOD             USPSQD
 AG7408  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AG7408
 AG7408                          STATION DESCRIPTION
 AG7408
 AG7408'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7408'IN GULFPORT.
 AG7408'THE MARK IS IN GULFPORT AT THE INTERSECTION OF 27TH AVENUE SOUTH
 AG7408'AND 54TH STREET.  THE MARK BEARS 18.0 FEET WEST OF THE CENTERLINE
 AG7408'OF 54TH STREET, 23.0 FEET SOUTH OF THE CENTERLINE OF 27TH AVENUE
 AG7408'SOUTH, 43.0 FEET WEST OF POWER POLE 126752 WITH STREET LIGHT,
 AG7408'AND 110.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GULFPORT
 AG7408'PRESBYTERIAN CHURCH.  THE DISK IS A FLORIDA TIDAL BENCH MARK.
 AG7408'THE MARK IS 1.8 FT  E FROM A WITNESS POST.
 AG7408'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7408
 AG7408                          STATION RECOVERY (1998)
 AG7408
 AG7408'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7408'RECOVERED IN GOOD CONDITION.
 AG7408
 AG7408                          STATION RECOVERY (2003)
 AG7408
 AG7408'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG7408'FOUND A SHEARED OFF 4 INCH DIAMETER PIPE IN MARKER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7409 ***********************************************************************
 AG7409  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7409  DESIGNATION -  872 6486 G TIDAL FLDNR
 AG7409  PID         -  AG7409
 AG7409  STATE/COUNTY-  FL/PINELLAS
 AG7409  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7409
 AG7409                         *CURRENT SURVEY CONTROL
 AG7409  ___________________________________________________________________
 AG7409* NAD 83(1986)-  27 44 46.     (N)    082 42 23.     (W)     SCALED    
 AG7409* NAVD 88     -         3.933  (meters)      12.90   (feet)  ADJUSTED  
 AG7409  ___________________________________________________________________
 AG7409  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG7409  DYNAMIC HT  -           3.927 (meters)      12.88  (feet)  COMP
 AG7409  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 AG7409
 AG7409  VERT ORDER  -  SECOND    CLASS I
 AG7409
 AG7409.The horizontal coordinates were scaled from a topographic map and have
 AG7409.an estimated accuracy of +/- 6 seconds.
 AG7409
 AG7409.The orthometric height was determined by differential leveling
 AG7409.and adjusted by the National Geodetic Survey in June 1991..
 AG7409
 AG7409.This Tidal Bench Mark is designated as VM 6533
 AG7409.by the Center for Operational Oceanographic Products and Services.
 AG7409
 AG7409.The geoid height was determined by GEOID03.
 AG7409
 AG7409.The dynamic height is computed by dividing the NAVD 88
 AG7409.geopotential number by the normal gravity value computed on the
 AG7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7409.degrees latitude (g = 980.6199 gals.).
 AG7409
 AG7409.The modeled gravity was interpolated from observed gravity values.
 AG7409
 AG7409;                    North         East    Units  Estimated Accuracy
 AG7409;SPC FL W     -   378,280.      130,360.      MT  (+/- 180 meters Scaled)
 AG7409
 AG7409                          SUPERSEDED SURVEY CONTROL
 AG7409
 AG7409  NGVD 29 (??/??/92)    4.206  (m)           13.80   (f) ADJ UNCH    2 1
 AG7409
 AG7409.Superseded values are not recommended for survey control.
 AG7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7409.See file dsdata.txt to determine how the superseded data were derived.
 AG7409
 AG7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318702(NAD 83)
 AG7409_MARKER: DJ = TIDAL STATION DISK
 AG7409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7409_SP_SET: CONCRETE BOX DRAIN
 AG7409_STAMPING: 6486 G 1982
 AG7409_MARK LOGO: FLDNR 
 AG7409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7409
 AG7409  HISTORY     - Date     Condition        Report By
 AG7409  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7409  HISTORY     - 19980112 GOOD             USPSQD
 AG7409  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AG7409
 AG7409                          STATION DESCRIPTION
 AG7409
 AG7409'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7409'IN GULFPORT.
 AG7409'THE MARK IS IN GULFPORT NEAR THE INTERSECTION OF 25TH AVENUE
 AG7409'SOUTH AND 54TH STREET.  THE MARK BEARS 39.0 FEET WEST OF THE
 AG7409'CENTERLINE OF 54TH STREET, 20.7 FEET NORTH OF THE CENTERLINE OF
 AG7409'25TH AVENUE SOUTH, 16.5 FEET SOUTHWEST OF UNDERGROUND CABLE
 AG7409'MARKER 900, AND IS SET IN THE TOP OF THE NORTHWEST CORNER OF
 AG7409'A CONCRETE BOX DRAIN WITH AN IRON GRATE.  THE MARK IS A
 AG7409'FLORIDA TIDAL BENCH MARK.
 AG7409'THE MARK IS 1.5 FT  SE FROM A WITNESS POST.
 AG7409'THE MARK IS 2 FT BELOW ROAD.
 AG7409
 AG7409                          STATION RECOVERY (1998)
 AG7409
 AG7409'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7409'RECOVERED IN GOOD CONDITION.
 AG7409
 AG7409                          STATION RECOVERY (2003)
 AG7409
 AG7409'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG7409'WITNESS POST GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6345 ***********************************************************************
 AG6345  DESIGNATION -  872 6486 TIDAL 1
 AG6345  PID         -  AG6345
 AG6345  STATE/COUNTY-  FL/PINELLAS
 AG6345  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG6345
 AG6345                         *CURRENT SURVEY CONTROL
 AG6345  ___________________________________________________________________
 AG6345* NAD 83(1986)-  27 44 13.     (N)    082 42 23.     (W)     SCALED    
 AG6345* NAVD 88     -         1.913  (meters)       6.28   (feet)  ADJUSTED  
 AG6345  ___________________________________________________________________
 AG6345  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG6345  DYNAMIC HT  -           1.910 (meters)       6.27  (feet)  COMP
 AG6345  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AG6345
 AG6345  VERT ORDER  -  FIRST     CLASS II
 AG6345
 AG6345.The horizontal coordinates were scaled from a topographic map and have
 AG6345.an estimated accuracy of +/- 6 seconds.
 AG6345
 AG6345.The orthometric height was determined by differential leveling
 AG6345.and adjusted by the National Geodetic Survey in June 1991..
 AG6345.WARNING-Repeat measurements at this control monument indicate possible
 AG6345.vertical movement.
 AG6345
 AG6345.The geoid height was determined by GEOID03.
 AG6345
 AG6345.The dynamic height is computed by dividing the NAVD 88
 AG6345.geopotential number by the normal gravity value computed on the
 AG6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6345.degrees latitude (g = 980.6199 gals.).
 AG6345
 AG6345.The modeled gravity was interpolated from observed gravity values.
 AG6345
 AG6345;                    North         East    Units  Estimated Accuracy
 AG6345;SPC FL W     -   377,260.      130,350.      MT  (+/- 180 meters Scaled)
 AG6345
 AG6345                          SUPERSEDED SURVEY CONTROL
 AG6345
 AG6345  NGVD 29 (??/??/92)    2.186  (m)            7.17   (f) ADJ UNCH    1 2
 AG6345
 AG6345.Superseded values are not recommended for survey control.
 AG6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6345.See file dsdata.txt to determine how the superseded data were derived.
 AG6345
 AG6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83)
 AG6345_MARKER: DJ = TIDAL STATION DISK
 AG6345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6345_SP_SET: PIER
 AG6345_STAMPING: NO 1 1952
 AG6345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6345
 AG6345  HISTORY     - Date     Condition        Report By
 AG6345  HISTORY     - 1952     MONUMENTED       CGS
 AG6345  HISTORY     - 1976     GOOD             FLDT
 AG6345  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AG6345  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 AG6345
 AG6345                          STATION DESCRIPTION
 AG6345
 AG6345'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6345'AT GULFPORT.
 AG6345'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6345'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE SOUTH/A19A), RUN
 AG6345'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6345'AVENUE SOUTH, TURN LEFT ON 22ND AVENUE SOUTH AND RUN WESTERLY
 AG6345'FOR 1.7 MILE TO THE INTERSECTION OF 54TH STREET SOUTH, TURN
 AG6345'LEFT ON 54TH STREET SOUTH AND RUN SOUTHERLY FOR 0.75 MILE TO
 AG6345'THE JUNCTION OF SHORE BLVD. SOUTH.  STATION TO THE SOUTH, ON
 AG6345'CONCRETE FISHING PIER, 543 FT. SOUTH OF THE CENTERLINE OF SHORE
 AG6345'BLVD. S., 19.0 FT. EAST OF THE CENTERLINE OF FISHING PIER, 1.5
 AG6345'FT. SW OF METAL HANDRAIL.  SET IN TOP OF CONCRETE FISHING PIER.
 AG6345'SECTION 338 T31S, R16E.
 AG6345
 AG6345                          STATION RECOVERY (1991)
 AG6345
 AG6345'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6345'MARK NOT FOUND.
 AG6345
 AG6345                          STATION RECOVERY (2005)
 AG6345
 AG6345'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6345'OCTOBER, 2005, STATION MARK NOT FOUND.
 AG6345'LAST CONFIRMED IN 1976.  STATION NOT FOUND IN 1991.
 AG6345'THE POSITION DESCRIBED IN 1976 WOULD LOCATE THE MARK APPROXIMATELY 15
 AG6345'FT EAST OF THE EDGE OF THE PIER.
 AG6345'LOOKING BACK TO THE SHORE FROM THE 550 FT MARK, IT APPEARS FROM THE
 AG6345'MAINLAND SEAWALL THAT THE PIER USED TO BE APPROXIMATELY 20 FT WIDER.
 AG6345'A LONG TIME AREA RESIDENT ON THE PIER VOLUNTEERED THAT THE PIER USED
 AG6345'TO BE CONSIDERABLY LARGER AND OCTAGONAL IN SHAPE.  HE COULD NOT RECALL
 AG6345'WHEN CHANGES MADE.  WE COULD FIND NO PERTINENT DEDICATIONS.  IT WAS
 AG6345'SUGGESTED WE CONSULT THE GULFPORT HISTORICAL SOCIETY.
 AG6345'THE NEXT INDIVIDUAL SEEKING THIS MARK SHOULD GO EQUIPPED WITH A HAND
 AG6345'HELD GPS TO CONFIRM THAT THE COORDINATES INDICATED FOR THIS MARK STILL
 AG6345'FALL WITHIN THE BOUNDARIES OF THE STRUCTURE.
 AG6345' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6346 ***********************************************************************
 AG6346  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6346  DESIGNATION -  872 6486 TIDAL 2
 AG6346  PID         -  AG6346
 AG6346  STATE/COUNTY-  FL/PINELLAS
 AG6346  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG6346
 AG6346                         *CURRENT SURVEY CONTROL
 AG6346  ___________________________________________________________________
 AG6346* NAD 83(1986)-  27 44 13.     (N)    082 42 23.     (W)     SCALED    
 AG6346* NAVD 88     -         1.317  (meters)       4.32   (feet)  ADJUSTED  
 AG6346  ___________________________________________________________________
 AG6346  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG6346  DYNAMIC HT  -           1.315 (meters)       4.31  (feet)  COMP
 AG6346  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AG6346
 AG6346  VERT ORDER  -  FIRST     CLASS II
 AG6346
 AG6346.The horizontal coordinates were scaled from a topographic map and have
 AG6346.an estimated accuracy of +/- 6 seconds.
 AG6346
 AG6346.The orthometric height was determined by differential leveling
 AG6346.and adjusted by the National Geodetic Survey in June 1991..
 AG6346
 AG6346.This Tidal Bench Mark is designated as VM 6529
 AG6346.by the Center for Operational Oceanographic Products and Services.
 AG6346
 AG6346.The geoid height was determined by GEOID03.
 AG6346
 AG6346.The dynamic height is computed by dividing the NAVD 88
 AG6346.geopotential number by the normal gravity value computed on the
 AG6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6346.degrees latitude (g = 980.6199 gals.).
 AG6346
 AG6346.The modeled gravity was interpolated from observed gravity values.
 AG6346
 AG6346;                    North         East    Units  Estimated Accuracy
 AG6346;SPC FL W     -   377,260.      130,350.      MT  (+/- 180 meters Scaled)
 AG6346
 AG6346                          SUPERSEDED SURVEY CONTROL
 AG6346
 AG6346  NGVD 29 (??/??/92)    1.591  (m)            5.22   (f) ADJ UNCH    1 2
 AG6346
 AG6346.Superseded values are not recommended for survey control.
 AG6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6346.See file dsdata.txt to determine how the superseded data were derived.
 AG6346
 AG6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83)
 AG6346_MARKER: DJ = TIDAL STATION DISK
 AG6346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6346_STAMPING: NO 2 1952
 AG6346_MARK LOGO: CGS   
 AG6346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6346+STABILITY: SURFACE MOTION
 AG6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6346+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 AG6346
 AG6346  HISTORY     - Date     Condition        Report By
 AG6346  HISTORY     - 1952     MONUMENTED       CGS
 AG6346  HISTORY     - 1976     GOOD             FLDT
 AG6346  HISTORY     - 1982     GOOD             FLDNR
 AG6346  HISTORY     - 19910322 GOOD             USPSQD
 AG6346  HISTORY     - 19980112 GOOD             USPSQD
 AG6346  HISTORY     - 20030709 GOOD             USPSQD
 AG6346  HISTORY     - 20051023 GOOD             USPSQD
 AG6346
 AG6346                          STATION DESCRIPTION
 AG6346
 AG6346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6346'AT GULFPORT.
 AG6346'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6346'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN
 AG6346'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6346'AVENUE S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.7
 AG6346'MILE TO THE INTERSECTION OF 54TH STREET SOUTH.  TURN LEFT AND
 AG6346'RUN SOUTH ALONG 54TH STREET S. FOR 0.75 MILE TO SHORE BLVD.
 AG6346'SOUTH.  STATION TO THE SOUTH, ON CONCRETE FISHING PIER, 79.6 FT.
 AG6346'SOUTH OF THE CENTERLINE OF SHORE BLVD. SOUTH, 8.5 FT. EAST OF
 AG6346'THE CENTERLINE OF FISHING PIER, 14 FT. N/NE OF THE EAST CONCRETE
 AG6346'HANDRAIL, 0.5 FT. EAST OF THE EAST EDGE OF FISHING PIER.  SET IN
 AG6346'TOP OF CONCRETE SEAWALL.  SECTION 33, T31S, R16E.
 AG6346
 AG6346                          STATION RECOVERY (1982)
 AG6346
 AG6346'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6346'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AG6346'EXCEPT THAT THE CONCRETE PIER IS GONE.  THE ABUTMENT REMAINS
 AG6346'AND IS NOW PART OF A SEAWALL.  THE MARK IS RECESSED IN THE
 AG6346'CONCRETE 4 INCHES.
 AG6346
 AG6346                          STATION RECOVERY (1991)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6346'RECOVERED IN GOOD CONDITION.
 AG6346
 AG6346                          STATION RECOVERY (1998)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6346'RECOVERED IN GOOD CONDITION.
 AG6346
 AG6346                          STATION RECOVERY (2003)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG6346'RECOVERED IN GOOD CONDITION.
 AG6346
 AG6346                          STATION RECOVERY (2005)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6346'OCTOBER, 2005, RECOVERED AND IN GOOD CONDITION.
 AG6346'CONTRARY TO THE 1982 DESCRIPTION (RECESSED), THE MARK IS RAISED 3 .
 AG6346'ALSO, IT IS NOT ON THE FISHING PIER PROPER, BUT ON A PLAYGROUND SLAB
 AG6346'IMMEDIATELY LEFT OF THE ENTRY TO THE PIER.  ALL POSITIONING
 AG6346'MEASUREMENT APPEAR ACCURATE, HOWEVER.
 AG6346'IT APPEARS THAT AN ORIGINAL PIER WAS NARROWED APPROXIMATELY 20 FT AND
 AG6346'THE MARK IS AT THE ENTRY OF WHAT WOULD HAVE BEEN A SUBSTANTIALLY WIDER
 AG6346'PIER.
 AG6346' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6347 ***********************************************************************
 AG6347  DESIGNATION -  872 6486 TIDAL 3 1975
 AG6347  PID         -  AG6347
 AG6347  STATE/COUNTY-  FL/PINELLAS
 AG6347  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG6347
 AG6347                         *CURRENT SURVEY CONTROL
 AG6347  ___________________________________________________________________
 AG6347* NAD 83(1986)-  27 44 13.     (N)    082 42 23.     (W)     SCALED    
 AG6347* NAVD 88     -         1.964  (meters)       6.44   (feet)  ADJUSTED  
 AG6347  ___________________________________________________________________
 AG6347  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG6347  DYNAMIC HT  -           1.961 (meters)       6.43  (feet)  COMP
 AG6347  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AG6347
 AG6347  VERT ORDER  -  SECOND    CLASS II
 AG6347
 AG6347.The horizontal coordinates were scaled from a topographic map and have
 AG6347.an estimated accuracy of +/- 6 seconds.
 AG6347
 AG6347.The orthometric height was determined by differential leveling
 AG6347.and adjusted by the National Geodetic Survey in June 1991..
 AG6347
 AG6347.The geoid height was determined by GEOID03.
 AG6347
 AG6347.The dynamic height is computed by dividing the NAVD 88
 AG6347.geopotential number by the normal gravity value computed on the
 AG6347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6347.degrees latitude (g = 980.6199 gals.).
 AG6347
 AG6347.The modeled gravity was interpolated from observed gravity values.
 AG6347
 AG6347;                    North         East    Units  Estimated Accuracy
 AG6347;SPC FL W     -   377,260.      130,350.      MT  (+/- 180 meters Scaled)
 AG6347
 AG6347                          SUPERSEDED SURVEY CONTROL
 AG6347
 AG6347  NGVD 29 (??/??/92)    2.237  (m)            7.34   (f) ADJ UNCH    2 2
 AG6347
 AG6347.Superseded values are not recommended for survey control.
 AG6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6347.See file dsdata.txt to determine how the superseded data were derived.
 AG6347
 AG6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83)
 AG6347_MARKER: DJ = TIDAL STATION DISK
 AG6347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6347_SP_SET: PIER
 AG6347_STAMPING: NO 3 1975
 AG6347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6347
 AG6347  HISTORY     - Date     Condition        Report By
 AG6347  HISTORY     - 1975     MONUMENTED       NGS
 AG6347  HISTORY     - 1976     GOOD             FLDT
 AG6347  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AG6347  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 AG6347
 AG6347                          STATION DESCRIPTION
 AG6347
 AG6347'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6347'AT GULFPORT.
 AG6347'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6347'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVE. S./A19A), RUN
 AG6347'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6347'AVENUE SOUTH, TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR
 AG6347'1.7 MILE TO THE INTERSECTION OF 54TH STREET SOUTH, TURN LEFT
 AG6347'ON 54TH STREET S. AND RUN SOUTHERLY FOR 0.75 MILE TO THE JUNCTION
 AG6347'OF SHORE BLVD. SOUTH.  STATION TO THE SOUTH, ON CONCRETE FISHING
 AG6347'PIER, 230 FT. FROM THE CENTERLINE OF SHORE BLVD. SOUTH, 5.0 FT.
 AG6347'EAST OF THE CENTERLINE OF PIER, 3.0 FT. WEST OF THE EAST EDGE
 AG6347'OF PIER, 2.0 FT. WEST OF THE EAST CONCRETE HANDRAIL.  SET IN TOP
 AG6347'OF CONCRETE FISHING PIER.  SECTION 338 T31S, R16E.
 AG6347
 AG6347                          STATION RECOVERY (1991)
 AG6347
 AG6347'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6347'MARK NOT FOUND.
 AG6347
 AG6347                          STATION RECOVERY (2005)
 AG6347
 AG6347'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6347'OCTOBER, 2005, STATION MARK NOT FOUND.
 AG6347'LAST CONFIRMED IN 1976.  STATION NOT FOUND IN 1991.
 AG6347'A LONG TIME AREA RESIDENT ON THE PIER VOLUNTEERED THAT THE PIER USED
 AG6347'TO BE CONSIDERABLY LARGER AND OCTAGONAL IN SHAPE.  HE COULD NOT RECALL
 AG6347'WHEN CHANGES MADE.  WE COULD FIND NO PERTINENT DEDICATIONS.  IT WAS
 AG6347'SUGGESTED WE CONSULT THE GULFPORT HISTORICAL SOCIETY.
 AG6347'THE NEXT INDIVIDUAL SEEKING THIS MARK SHOULD GO EQUIPPED WITH A HAND
 AG6347'HELD GPS TO CONFIRM THE COORDINATES INDICATED FOR THIS MARK.  WHEN
 AG6347'POSSIBLE, FURTHER WORK MAY BE DONE WITH THE HISTORICAL SOCIETY.
 AG6347' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6348 ***********************************************************************
 AG6348  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6348  DESIGNATION -  872 6486 TIDAL 4
 AG6348  PID         -  AG6348
 AG6348  STATE/COUNTY-  FL/PINELLAS
 AG6348  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG6348
 AG6348                         *CURRENT SURVEY CONTROL
 AG6348  ___________________________________________________________________
 AG6348* NAD 83(1986)-  27 44 13.     (N)    082 42 23.     (W)     SCALED    
 AG6348* NAVD 88     -         1.335  (meters)       4.38   (feet)  ADJUSTED  
 AG6348  ___________________________________________________________________
 AG6348  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG6348  DYNAMIC HT  -           1.333 (meters)       4.37  (feet)  COMP
 AG6348  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AG6348
 AG6348  VERT ORDER  -  FIRST     CLASS II
 AG6348
 AG6348.The horizontal coordinates were scaled from a topographic map and have
 AG6348.an estimated accuracy of +/- 6 seconds.
 AG6348
 AG6348.The orthometric height was determined by differential leveling
 AG6348.and adjusted by the National Geodetic Survey in June 1991..
 AG6348
 AG6348.This Tidal Bench Mark is designated as VM 6530
 AG6348.by the Center for Operational Oceanographic Products and Services.
 AG6348
 AG6348.The geoid height was determined by GEOID03.
 AG6348
 AG6348.The dynamic height is computed by dividing the NAVD 88
 AG6348.geopotential number by the normal gravity value computed on the
 AG6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6348.degrees latitude (g = 980.6199 gals.).
 AG6348
 AG6348.The modeled gravity was interpolated from observed gravity values.
 AG6348
 AG6348;                    North         East    Units  Estimated Accuracy
 AG6348;SPC FL W     -   377,260.      130,350.      MT  (+/- 180 meters Scaled)
 AG6348
 AG6348                          SUPERSEDED SURVEY CONTROL
 AG6348
 AG6348  NGVD 29 (??/??/92)    1.608  (m)            5.28   (f) ADJ UNCH    1 2
 AG6348
 AG6348.Superseded values are not recommended for survey control.
 AG6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6348.See file dsdata.txt to determine how the superseded data were derived.
 AG6348
 AG6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83)
 AG6348_MARKER: DJ = TIDAL STATION DISK
 AG6348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6348_STAMPING: NO 4 1952
 AG6348_MARK LOGO: CGS   
 AG6348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6348+STABILITY: SURFACE MOTION
 AG6348
 AG6348  HISTORY     - Date     Condition        Report By
 AG6348  HISTORY     - 1952     MONUMENTED       CGS
 AG6348  HISTORY     - 1976     GOOD             FLDT
 AG6348  HISTORY     - 1982     GOOD             FLDNR
 AG6348  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AG6348  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 AG6348
 AG6348                          STATION DESCRIPTION
 AG6348
 AG6348'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6348'AT GULFPORT.
 AG6348'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6348'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN
 AG6348'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6348'AVENUE S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.7
 AG6348'MILE TO THE INTERSECTION OF 54TH STREET S., TURN LEFT ON 54TH
 AG6348'STREET S. AND RUN SOUTHERLY FOR 0.75 MILE TO THE JUNCTION OF
 AG6348'SHORE BLVD. SOUTH, TURN RIGHT ON SHORE BLVD. S. AND RUN WESTERLY
 AG6348'FOR 0.1 MILE TO GULFPORT CASINO.  STATION IS SET ON THE SE CORNER
 AG6348'OF CONCRETE SEAWALL AROUND GULFPORT CASINO, 42.5 FT. SE OF THE
 AG6348'SE CORNER OF CASINO, 149 FT. SOUTH OF THE NORTH END OF SEAWALL,
 AG6348'UNDER IRON HANDRAIL.  SET IN TOP OF THE CONCRETE SEAWALL.  SECTION
 AG6348'338 T31S, R16E.
 AG6348
 AG6348                          STATION RECOVERY (1982)
 AG6348
 AG6348'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6348'RECOVERED IN GOOD CONDITION.
 AG6348
 AG6348                          STATION RECOVERY (1991)
 AG6348
 AG6348'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6348'MARK NOT FOUND.
 AG6348
 AG6348                          STATION RECOVERY (2005)
 AG6348
 AG6348'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6348'OCTOBER, 2005 STATION MARK NOT FOUND.
 AG6348'LAST CONFIRMATION WAS 1982.  STATION NOT FOUND IN 1991.
 AG6348'THE POSITION AS DESCRIBED  SE CORNER OF THE CONCRETE SEAWALL AROUND
 AG6348'THE GULFPORT CASINO, 42.5 FT. SE OF THE SE CORNER OF THE CASINO  IS
 AG6348'STILL IN PLACE.  HOWEVER, IT APPEARS THAT A NEWER 12  THICK CONCRETE
 AG6348'SLAB IS SITTING ON TOP OF THE OLD SEAWALL STRUCTURE.
 AG6348'THE NEXT INDIVIDUAL SEEKING THIS MARK SHOULD GO EQUIPPED WITH A HAND
 AG6348'HELD GPS TO CONFIRM THE LOCATION OF THE COORDINATES INDICATED FOR THIS
 AG6348'MARK, WHICH MAY NOW BE UNDER THE NEW CONCRETE SLAB.
 AG6348' 
 AG6348' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7526 ***********************************************************************
 AG7526  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7526  DESIGNATION -  872 6492 A TIDAL
 AG7526  PID         -  AG7526
 AG7526  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7526  USGS QUAD   -  RUSKIN (1987)
 AG7526
 AG7526                         *CURRENT SURVEY CONTROL
 AG7526  ___________________________________________________________________
 AG7526* NAD 83(1986)-  27 44 36.     (N)    082 28 04.     (W)     SCALED    
 AG7526* NAVD 88     -         1.604  (meters)       5.26   (feet)  ADJUSTED  
 AG7526  ___________________________________________________________________
 AG7526  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7526  DYNAMIC HT  -           1.602 (meters)       5.26  (feet)  COMP
 AG7526  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 AG7526
 AG7526  VERT ORDER  -  SECOND    CLASS I
 AG7526
 AG7526.The horizontal coordinates were scaled from a topographic map and have
 AG7526.an estimated accuracy of +/- 6 seconds.
 AG7526
 AG7526.The orthometric height was determined by differential leveling
 AG7526.and adjusted by the National Geodetic Survey in June 1991..
 AG7526
 AG7526.This Tidal Bench Mark is designated as VM 6534
 AG7526.by the Center for Operational Oceanographic Products and Services.
 AG7526
 AG7526.The geoid height was determined by GEOID03.
 AG7526
 AG7526.The dynamic height is computed by dividing the NAVD 88
 AG7526.geopotential number by the normal gravity value computed on the
 AG7526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7526.degrees latitude (g = 980.6199 gals.).
 AG7526
 AG7526.The modeled gravity was interpolated from observed gravity values.
 AG7526
 AG7526;                    North         East    Units  Estimated Accuracy
 AG7526;SPC FL W     -   377,860.      153,880.      MT  (+/- 180 meters Scaled)
 AG7526
 AG7526                          SUPERSEDED SURVEY CONTROL
 AG7526
 AG7526.No superseded survey control is available for this station.
 AG7526
 AG7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83)
 AG7526_MARKER: DJ = TIDAL STATION DISK
 AG7526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7526_SP_SET: COPPER-CLAD STEEL ROD
 AG7526_STAMPING: 6492 A 1977
 AG7526_MARK LOGO: NOS   
 AG7526_PROJECTION: FLUSH
 AG7526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7526_ROD/PIPE-DEPTH: 14.6 meters
 AG7526
 AG7526  HISTORY     - Date     Condition        Report By
 AG7526  HISTORY     - 1977     MONUMENTED       NOS
 AG7526  HISTORY     - 1982     GOOD             FLDNR
 AG7526  HISTORY     - 19910326 GOOD             USPSQD
 AG7526  HISTORY     - 20050306 GOOD             USPSQD
 AG7526
 AG7526                          STATION DESCRIPTION
 AG7526
 AG7526'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7526'3.55 MI NW FROM RUSKIN.
 AG7526'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7526'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7526'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7526'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7526'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7526'THE MARK IS SET IN THE MIDDLE OF THREE PALM TREES, 117 FEET NORTHWEST
 AG7526'OF THE SOUTHERNMOST PICNIC SHELTER, 26 FEET NORTHEAST OF THE
 AG7526'CENTERLINE OF A TRACK ROAD, 1.8 FEET NORTHEAST OF THE MIDDLE PALM,
 AG7526'17 FEET WEST OF THE SOUTHERNMOST OF THE THREE PALMS, AND 23 FEET
 AG7526'EAST-SOUTHEAST OF THE NORTHERNMOST OF THE THREE PALMS.
 AG7526
 AG7526                          STATION RECOVERY (1991)
 AG7526
 AG7526'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7526'RECOVERED IN GOOD CONDITION.
 AG7526
 AG7526                          STATION RECOVERY (2005)
 AG7526
 AG7526'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7526'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER,
 AG7526'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A
 AG7526'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.2 MILE
 AG7526'NORTHEAST TO THE SOUTHERNMOST PICNIC SHELTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7527 ***********************************************************************
 AG7527  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7527  DESIGNATION -  872 6492 B TIDAL
 AG7527  PID         -  AG7527
 AG7527  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7527  USGS QUAD   -  RUSKIN (1987)
 AG7527
 AG7527                         *CURRENT SURVEY CONTROL
 AG7527  ___________________________________________________________________
 AG7527* NAD 83(1986)-  27 44 36.     (N)    082 28 04.     (W)     SCALED    
 AG7527* NAVD 88     -         2.017  (meters)       6.62   (feet)  ADJUSTED  
 AG7527  ___________________________________________________________________
 AG7527  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7527  DYNAMIC HT  -           2.014 (meters)       6.61  (feet)  COMP
 AG7527  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 AG7527
 AG7527  VERT ORDER  -  SECOND    CLASS I
 AG7527
 AG7527.The horizontal coordinates were scaled from a topographic map and have
 AG7527.an estimated accuracy of +/- 6 seconds.
 AG7527
 AG7527.The orthometric height was determined by differential leveling
 AG7527.and adjusted by the National Geodetic Survey in June 1991..
 AG7527
 AG7527.This Tidal Bench Mark is designated as VM 6535
 AG7527.by the Center for Operational Oceanographic Products and Services.
 AG7527
 AG7527.The geoid height was determined by GEOID03.
 AG7527
 AG7527.The dynamic height is computed by dividing the NAVD 88
 AG7527.geopotential number by the normal gravity value computed on the
 AG7527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7527.degrees latitude (g = 980.6199 gals.).
 AG7527
 AG7527.The modeled gravity was interpolated from observed gravity values.
 AG7527
 AG7527;                    North         East    Units  Estimated Accuracy
 AG7527;SPC FL W     -   377,860.      153,880.      MT  (+/- 180 meters Scaled)
 AG7527
 AG7527                          SUPERSEDED SURVEY CONTROL
 AG7527
 AG7527.No superseded survey control is available for this station.
 AG7527
 AG7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83)
 AG7527_MARKER: DJ = TIDAL STATION DISK
 AG7527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7527_SP_SET: CONCRETE SLAB
 AG7527_STAMPING: 6492 B 1977
 AG7527_MARK LOGO: NOS   
 AG7527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7527
 AG7527  HISTORY     - Date     Condition        Report By
 AG7527  HISTORY     - 1977     MONUMENTED       NOS
 AG7527  HISTORY     - 1982     GOOD             FLDNR
 AG7527  HISTORY     - 19910326 GOOD             USPSQD
 AG7527
 AG7527                          STATION DESCRIPTION
 AG7527
 AG7527'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7527'3.55 MI NW FROM RUSKIN.
 AG7527'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7527'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7527'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7527'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7527'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7527'THE MARK IS SET IN THE CONCRETE SLAB FOR THE SOUTHERNMOST PICNIC
 AG7527'SHELTER, 2.3 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE SLAB, 3.7
 AG7527'FEET NORTHEAST OF THE SOUTHWEST EDGE, AND 23.4 FEET NORTHEAST OF
 AG7527'THE CENTERLINE OF A DIRT TRACK ROAD.
 AG7527
 AG7527                          STATION RECOVERY (1991)
 AG7527
 AG7527'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7528 ***********************************************************************
 AG7528  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7528  DESIGNATION -  872 6492 C TIDAL
 AG7528  PID         -  AG7528
 AG7528  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7528  USGS QUAD   -  RUSKIN (1987)
 AG7528
 AG7528                         *CURRENT SURVEY CONTROL
 AG7528  ___________________________________________________________________
 AG7528* NAD 83(1986)-  27 44 36.     (N)    082 28 04.     (W)     SCALED    
 AG7528* NAVD 88     -         1.829  (meters)       6.00   (feet)  ADJUSTED  
 AG7528  ___________________________________________________________________
 AG7528  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7528  DYNAMIC HT  -           1.826 (meters)       5.99  (feet)  COMP
 AG7528  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 AG7528
 AG7528  VERT ORDER  -  SECOND    CLASS I
 AG7528
 AG7528.The horizontal coordinates were scaled from a topographic map and have
 AG7528.an estimated accuracy of +/- 6 seconds.
 AG7528
 AG7528.The orthometric height was determined by differential leveling
 AG7528.and adjusted by the National Geodetic Survey in June 1991..
 AG7528
 AG7528.This Tidal Bench Mark is designated as VM 6536
 AG7528.by the Center for Operational Oceanographic Products and Services.
 AG7528
 AG7528.The geoid height was determined by GEOID03.
 AG7528
 AG7528.The dynamic height is computed by dividing the NAVD 88
 AG7528.geopotential number by the normal gravity value computed on the
 AG7528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7528.degrees latitude (g = 980.6199 gals.).
 AG7528
 AG7528.The modeled gravity was interpolated from observed gravity values.
 AG7528
 AG7528;                    North         East    Units  Estimated Accuracy
 AG7528;SPC FL W     -   377,860.      153,880.      MT  (+/- 180 meters Scaled)
 AG7528
 AG7528                          SUPERSEDED SURVEY CONTROL
 AG7528
 AG7528.No superseded survey control is available for this station.
 AG7528
 AG7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83)
 AG7528_MARKER: DJ = TIDAL STATION DISK
 AG7528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7528_SP_SET: COPPER-CLAD STEEL ROD
 AG7528_STAMPING: 6492 C 1977
 AG7528_MARK LOGO: NOS   
 AG7528_PROJECTION: FLUSH
 AG7528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7528_ROD/PIPE-DEPTH: 14.6 meters
 AG7528
 AG7528  HISTORY     - Date     Condition        Report By
 AG7528  HISTORY     - 1977     MONUMENTED       NOS
 AG7528  HISTORY     - 1982     GOOD             FLDNR
 AG7528  HISTORY     - 19910326 GOOD             USPSQD
 AG7528  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7528
 AG7528                          STATION DESCRIPTION
 AG7528
 AG7528'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7528'3.55 MI NW FROM RUSKIN.
 AG7528'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7528'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7528'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7528'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7528'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7528'THE MARK BEARS 2.2 FEET NORTH OF THE NORTH CORNER OF THE PAVED
 AG7528'PARKING LOT, 28 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED DRIVE,
 AG7528'AND 50 FEET SOUTHEAST OF A BUSH PALM.
 AG7528
 AG7528                          STATION RECOVERY (1991)
 AG7528
 AG7528'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7528'RECOVERED IN GOOD CONDITION.
 AG7528
 AG7528                          STATION RECOVERY (2005)
 AG7528
 AG7528'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7528'MARK SEARCHED FOR BUT NOT FOUND.  FOLLOW THE 1982 DIRECTIONS TO THE
 AG7528'PARK. HOWEVER, AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO
 AG7528'A DRIVE TO A PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO
 AG7528'0.25 MILE NORTHEAST TO AN OLD PAVED PARKING LOT. THE SPECIFIC SITE
 AG7528'COULD NOT BE DETERMINED WITHOUT A COMPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7529 ***********************************************************************
 AG7529  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7529  DESIGNATION -  872 6492 E TIDAL
 AG7529  PID         -  AG7529
 AG7529  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7529  USGS QUAD   -  RUSKIN (1987)
 AG7529
 AG7529                         *CURRENT SURVEY CONTROL
 AG7529  ___________________________________________________________________
 AG7529* NAD 83(1986)-  27 44 36.     (N)    082 28 04.     (W)     SCALED    
 AG7529* NAVD 88     -         1.699  (meters)       5.57   (feet)  ADJUSTED  
 AG7529  ___________________________________________________________________
 AG7529  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7529  DYNAMIC HT  -           1.696 (meters)       5.56  (feet)  COMP
 AG7529  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 AG7529
 AG7529  VERT ORDER  -  SECOND    CLASS I
 AG7529
 AG7529.The horizontal coordinates were scaled from a topographic map and have
 AG7529.an estimated accuracy of +/- 6 seconds.
 AG7529
 AG7529.The orthometric height was determined by differential leveling
 AG7529.and adjusted by the National Geodetic Survey in June 1991..
 AG7529
 AG7529.This Tidal Bench Mark is designated as VM 6537
 AG7529.by the Center for Operational Oceanographic Products and Services.
 AG7529
 AG7529.The geoid height was determined by GEOID03.
 AG7529
 AG7529.The dynamic height is computed by dividing the NAVD 88
 AG7529.geopotential number by the normal gravity value computed on the
 AG7529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7529.degrees latitude (g = 980.6199 gals.).
 AG7529
 AG7529.The modeled gravity was interpolated from observed gravity values.
 AG7529
 AG7529;                    North         East    Units  Estimated Accuracy
 AG7529;SPC FL W     -   377,860.      153,880.      MT  (+/- 180 meters Scaled)
 AG7529
 AG7529                          SUPERSEDED SURVEY CONTROL
 AG7529
 AG7529.No superseded survey control is available for this station.
 AG7529
 AG7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83)
 AG7529_MARKER: DJ = TIDAL STATION DISK
 AG7529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7529_SP_SET: COPPER-CLAD STEEL ROD
 AG7529_STAMPING: 6492 E 1977
 AG7529_MARK LOGO: NOS   
 AG7529_PROJECTION: FLUSH
 AG7529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7529_ROD/PIPE-DEPTH: 14.6 meters
 AG7529
 AG7529  HISTORY     - Date     Condition        Report By
 AG7529  HISTORY     - 1977     MONUMENTED       NOS
 AG7529  HISTORY     - 1982     GOOD             FLDNR
 AG7529  HISTORY     - 19910326 GOOD             USPSQD
 AG7529  HISTORY     - 20050306 GOOD             USPSQD
 AG7529
 AG7529                          STATION DESCRIPTION
 AG7529
 AG7529'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7529'3.55 MI NW FROM RUSKIN.
 AG7529'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7529'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7529'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7529'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7529'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7529'THE MARK IS ABOUT 280 FEET SOUTHEAST OF THE NORTHERNMOST PICNIC
 AG7529'SHELTER, 30 FEET NORTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD,
 AG7529'37 FEET WEST OF APPROXIMATE WATER LINE, 2.3 FEET NORTHEAST OF A
 AG7529'PALM TREE, AND 16 FEET SOUTH OF ANOTHER PALM.
 AG7529
 AG7529                          STATION RECOVERY (1991)
 AG7529
 AG7529'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7529'RECOVERED IN GOOD CONDITION.
 AG7529
 AG7529                          STATION RECOVERY (2005)
 AG7529
 AG7529'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7529'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER,
 AG7529'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A
 AG7529'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.3 MILE
 AG7529'NORTHEAST TO THE NORTHERNMOST PICNIC SHELTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7530 ***********************************************************************
 AG7530  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7530  DESIGNATION -  872 6492 F TIDAL
 AG7530  PID         -  AG7530
 AG7530  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7530  USGS QUAD   -  RUSKIN (1987)
 AG7530
 AG7530                         *CURRENT SURVEY CONTROL
 AG7530  ___________________________________________________________________
 AG7530* NAD 83(1986)-  27 44 36.     (N)    082 28 04.     (W)     SCALED    
 AG7530* NAVD 88     -         2.090  (meters)       6.86   (feet)  ADJUSTED  
 AG7530  ___________________________________________________________________
 AG7530  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG7530  DYNAMIC HT  -           2.087 (meters)       6.85  (feet)  COMP
 AG7530  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 AG7530
 AG7530  VERT ORDER  -  SECOND    CLASS I
 AG7530
 AG7530.The horizontal coordinates were scaled from a topographic map and have
 AG7530.an estimated accuracy of +/- 6 seconds.
 AG7530
 AG7530.The orthometric height was determined by differential leveling
 AG7530.and adjusted by the National Geodetic Survey in June 1991..
 AG7530
 AG7530.This Tidal Bench Mark is designated as VM 6538
 AG7530.by the Center for Operational Oceanographic Products and Services.
 AG7530
 AG7530.The geoid height was determined by GEOID03.
 AG7530
 AG7530.The dynamic height is computed by dividing the NAVD 88
 AG7530.geopotential number by the normal gravity value computed on the
 AG7530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7530.degrees latitude (g = 980.6199 gals.).
 AG7530
 AG7530.The modeled gravity was interpolated from observed gravity values.
 AG7530
 AG7530;                    North         East    Units  Estimated Accuracy
 AG7530;SPC FL W     -   377,860.      153,880.      MT  (+/- 180 meters Scaled)
 AG7530
 AG7530                          SUPERSEDED SURVEY CONTROL
 AG7530
 AG7530.No superseded survey control is available for this station.
 AG7530
 AG7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83)
 AG7530_MARKER: DJ = TIDAL STATION DISK
 AG7530_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7530_SP_SET: CONCRETE SLAB
 AG7530_STAMPING: 6492 F 1977
 AG7530_MARK LOGO: NOS   
 AG7530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7530
 AG7530  HISTORY     - Date     Condition        Report By
 AG7530  HISTORY     - 1977     MONUMENTED       NOS
 AG7530  HISTORY     - 1982     GOOD             FLDNR
 AG7530  HISTORY     - 19910326 GOOD             USPSQD
 AG7530  HISTORY     - 20050306 GOOD             USPSQD
 AG7530
 AG7530                          STATION DESCRIPTION
 AG7530
 AG7530'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7530'3.55 MI NW FROM RUSKIN.
 AG7530'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7530'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7530'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7530'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7530'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7530'THE MARK IS SET IN THE CONCRETE SLAB OF THE NORTHERNMOST PICNIC
 AG7530'SHELTER, 1.1 FEET WEST OF THE EAST EDGE OF THE SLAB, 1.9 FEET
 AG7530'SOUTH OF THE NORTH EDGE, AND 28 FEET NORTHWEST OF THE CENTERLINE
 AG7530'OF A DIRT TRACK ROAD.
 AG7530'THE MARK IS 1 FT ABOVE GROUND.
 AG7530
 AG7530                          STATION RECOVERY (1991)
 AG7530
 AG7530'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7530'RECOVERED IN GOOD CONDITION.
 AG7530
 AG7530                          STATION RECOVERY (2005)
 AG7530
 AG7530'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7530'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER,
 AG7530'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A
 AG7530'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.3 MILE
 AG7530'NORTHEAST TO THE NORTHERNMOST PICNIC SHELTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5448 ***********************************************************************
 AG5448  DESIGNATION -  872 6494 TIDAL 1
 AG5448  PID         -  AG5448
 AG5448  STATE/COUNTY-  FL/PINELLAS
 AG5448  USGS QUAD   -  SEMINOLE (1995)
 AG5448
 AG5448                         *CURRENT SURVEY CONTROL
 AG5448  ___________________________________________________________________
 AG5448* NAD 83(1986)-  27 45 06.     (N)    082 45 16.     (W)     SCALED    
 AG5448* NAVD 88     -         1.278  (meters)       4.19   (feet)  ADJUSTED  
 AG5448  ___________________________________________________________________
 AG5448  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG5448  DYNAMIC HT  -           1.276 (meters)       4.19  (feet)  COMP
 AG5448  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AG5448
 AG5448  VERT ORDER  -  SECOND    CLASS 0
 AG5448
 AG5448.The horizontal coordinates were scaled from a topographic map and have
 AG5448.an estimated accuracy of +/- 6 seconds.
 AG5448
 AG5448.The orthometric height was determined by differential leveling
 AG5448.and adjusted by the National Geodetic Survey in June 1991..
 AG5448.WARNING-Repeat measurements at this control monument indicate possible
 AG5448.vertical movement.
 AG5448
 AG5448.The geoid height was determined by GEOID03.
 AG5448
 AG5448.The dynamic height is computed by dividing the NAVD 88
 AG5448.geopotential number by the normal gravity value computed on the
 AG5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5448.degrees latitude (g = 980.6199 gals.).
 AG5448
 AG5448.The modeled gravity was interpolated from observed gravity values.
 AG5448
 AG5448;                    North         East    Units  Estimated Accuracy
 AG5448;SPC FL W     -   378,920.      125,630.      MT  (+/- 180 meters Scaled)
 AG5448
 AG5448                          SUPERSEDED SURVEY CONTROL
 AG5448
 AG5448  NGVD 29 (??/??/92)    1.556  (m)            5.11   (f) ADJ UNCH    2 0
 AG5448
 AG5448.Superseded values are not recommended for survey control.
 AG5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5448.See file dsdata.txt to determine how the superseded data were derived.
 AG5448
 AG5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270709(NAD 83)
 AG5448_MARKER: DJ = TIDAL STATION DISK
 AG5448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5448_SP_SET: CONCRETE FOUNDATION
 AG5448_STAMPING: NO 1
 AG5448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5448
 AG5448  HISTORY     - Date     Condition        Report By
 AG5448  HISTORY     - UNK      MONUMENTED       CGS
 AG5448  HISTORY     - 1958     GOOD             NGS
 AG5448  HISTORY     - 1975     GOOD             NGS
 AG5448  HISTORY     - 19910328 MARK NOT FOUND   USPSQD
 AG5448
 AG5448                          STATION DESCRIPTION
 AG5448
 AG5448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AG5448'5.4 MI S FROM JOHNS PASS.
 AG5448'5.4 MILES SOUTH ALONG GULF BOULEVARD AND BLIND PASS ROAD FROM THE
 AG5448'SOUTH END OF THE BRIDGE AT JOHNS PASS, 75 YARDS NORTHEAST OF THE
 AG5448'NORTHEAST CORNER OF THE GULF BEACHES SCHOOL, 53 FT. EAST OF THE
 AG5448'JUNCTION OF THE CENTER LINES OF 87TH AVENUE AND BOCA CIEGA
 AG5448'DRIVE, 38 FT. NORTH OF POWER POLE, 7 FT. WEST OF THE SOUTHEAST
 AG5448'CORNER OF THE HARBOR LODGE APARTMENT BUILDING, 0.8 FT. SOUTH
 AG5448'OF THE SOUTH WALL OF THE BUILDING, 0.1 FT. ABOVE THE GROUND, SET
 AG5448'IN THE TOP OF THE CONCRETE FOUNDATION OF THE BUILDING.
 AG5448
 AG5448                          STATION RECOVERY (1975)
 AG5448
 AG5448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5448'RECOVERED IN GOOD CONDITION.
 AG5448
 AG5448                          STATION RECOVERY (1991)
 AG5448
 AG5448'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG5448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6408 ***********************************************************************
 AG6408  DESIGNATION -  872 6494 TIDAL 1 1952
 AG6408  PID         -  AG6408
 AG6408  STATE/COUNTY-  FL/PINELLAS
 AG6408  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG6408
 AG6408                         *CURRENT SURVEY CONTROL
 AG6408  ___________________________________________________________________
 AG6408* NAD 83(1986)-  27 44 43.     (N)    082 44 47.     (W)     SCALED    
 AG6408* NAVD 88     -         1.028  (meters)       3.37   (feet)  ADJUSTED  
 AG6408  ___________________________________________________________________
 AG6408  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG6408  DYNAMIC HT  -           1.026 (meters)       3.37  (feet)  COMP
 AG6408  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 AG6408
 AG6408  VERT ORDER  -  SECOND    CLASS II
 AG6408
 AG6408.The horizontal coordinates were scaled from a topographic map and have
 AG6408.an estimated accuracy of +/- 6 seconds.
 AG6408
 AG6408.The orthometric height was determined by differential leveling
 AG6408.and adjusted by the National Geodetic Survey in June 1991..
 AG6408
 AG6408.The geoid height was determined by GEOID03.
 AG6408
 AG6408.The dynamic height is computed by dividing the NAVD 88
 AG6408.geopotential number by the normal gravity value computed on the
 AG6408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6408.degrees latitude (g = 980.6199 gals.).
 AG6408
 AG6408.The modeled gravity was interpolated from observed gravity values.
 AG6408
 AG6408;                    North         East    Units  Estimated Accuracy
 AG6408;SPC FL W     -   378,210.      126,420.      MT  (+/- 180 meters Scaled)
 AG6408
 AG6408                          SUPERSEDED SURVEY CONTROL
 AG6408
 AG6408  NGVD 29 (??/??/92)    1.304  (m)            4.28   (f) ADJ UNCH    2 2
 AG6408
 AG6408.Superseded values are not recommended for survey control.
 AG6408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6408.See file dsdata.txt to determine how the superseded data were derived.
 AG6408
 AG6408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL278702(NAD 83)
 AG6408
 AG6408  HISTORY     - Date     Condition        Report By
 AG6408  HISTORY     - 1952     MONUMENTED       CGS
 AG6408  HISTORY     - 20020321 GOOD             USPSQD
 AG6408
 AG6408                          STATION DESCRIPTION
 AG6408
 AG6408'DESCRIBED BY US POWER SQUADRON 2002 (RLS)
 AG6408'LOCATED AT THE MOST SOUTHWESTERLY BRIDGE OF THE COREY
 AG6408'CAUSEWAY AT THE NORTHEAST EDGE OF ST. PETERSBURG BEACH.
 AG6408'
 AG6408'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY
 AG6408'19 AND CENTRAL AVE IN ST. PETERSBURG, GO WEST ON CENTRAL
 AG6408'FOR 3.1 MILES TO PASADENA AVE.  TURN LEFT AND GO
 AG6408'SOUTHWESTWARDLY ON PASADENA AVE SOUTH FOR 1.7 MILES TO
 AG6408'THE COREY CAUSEWAY TO ST PETERSBURG BEACH.  CONTINUE
 AG6408'SOUTHWESTWARDLY FOR 0.3 MILES TO THE MOST
 AG6408'SOUTHWESTERLY BRIDGE AND THE STATION ON THE RIGHT NEAR
 AG6408'THE SOUTHWEST CORNER OF THE BRIDGE AS DESCRIBED.
 AG6408'
 AG6408'THE MARK IS A CGS BENCHMARK STAMPED--NO 1 1952--, SET
 AG6408'IN THE TOP OF SEAWALL, 41.2 FEET WEST NORTHWEST OF THE
 AG6408'SOUTHWEST CORNER OF THE CONCRETE BRIDGE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5447 ***********************************************************************
 AG5447  DESIGNATION -  872 6494 TIDAL 4
 AG5447  PID         -  AG5447
 AG5447  STATE/COUNTY-  FL/PINELLAS
 AG5447  USGS QUAD   -  SEMINOLE (1995)
 AG5447
 AG5447                         *CURRENT SURVEY CONTROL
 AG5447  ___________________________________________________________________
 AG5447* NAD 83(1986)-  27 45 07.     (N)    082 45 17.     (W)     SCALED    
 AG5447* NAVD 88     -         1.338  (meters)       4.39   (feet)  ADJUSTED  
 AG5447  ___________________________________________________________________
 AG5447  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG5447  DYNAMIC HT  -           1.336 (meters)       4.38  (feet)  COMP
 AG5447  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AG5447
 AG5447  VERT ORDER  -  SECOND    CLASS 0
 AG5447
 AG5447.The horizontal coordinates were scaled from a topographic map and have
 AG5447.an estimated accuracy of +/- 6 seconds.
 AG5447
 AG5447.The orthometric height was determined by differential leveling
 AG5447.and adjusted by the National Geodetic Survey in June 1991..
 AG5447.WARNING-Repeat measurements at this control monument indicate possible
 AG5447.vertical movement.
 AG5447
 AG5447.The geoid height was determined by GEOID03.
 AG5447
 AG5447.The dynamic height is computed by dividing the NAVD 88
 AG5447.geopotential number by the normal gravity value computed on the
 AG5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5447.degrees latitude (g = 980.6199 gals.).
 AG5447
 AG5447.The modeled gravity was interpolated from observed gravity values.
 AG5447
 AG5447;                    North         East    Units  Estimated Accuracy
 AG5447;SPC FL W     -   378,950.      125,600.      MT  (+/- 180 meters Scaled)
 AG5447
 AG5447                          SUPERSEDED SURVEY CONTROL
 AG5447
 AG5447  NGVD 29 (??/??/92)    1.615  (m)            5.30   (f) ADJ UNCH    2 0
 AG5447
 AG5447.Superseded values are not recommended for survey control.
 AG5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5447.See file dsdata.txt to determine how the superseded data were derived.
 AG5447
 AG5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270709(NAD 83)
 AG5447_MARKER: DJ = TIDAL STATION DISK
 AG5447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5447_SP_SET: WALL
 AG5447_STAMPING: NO 4
 AG5447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5447
 AG5447  HISTORY     - Date     Condition        Report By
 AG5447  HISTORY     - UNK      MONUMENTED       CGS
 AG5447  HISTORY     - 1958     GOOD             NGS
 AG5447  HISTORY     - 1975     GOOD             NGS
 AG5447  HISTORY     - 1978     GOOD             FL-103
 AG5447  HISTORY     - 19910328 MARK NOT FOUND   USPSQD
 AG5447  HISTORY     - 20010208 MARK NOT FOUND   USPSQD
 AG5447
 AG5447                          STATION DESCRIPTION
 AG5447
 AG5447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AG5447'5.4 MI S FROM JOHNS PASS.
 AG5447'5.4 MILES SOUTH ALONG GULF BOULEVARD AND BLIND PASS ROAD FROM THE
 AG5447'SOUTH END OF THE BRIDGE AT JOHNS PASS, THENCE 1 BLOCK EAST ALONG
 AG5447'87TH AVENUE, 75 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG5447'GULF BEACHES SCHOOL, 57 FT. EAST OF THE JUNCTION OF THE CENTER
 AG5447'LINES OF 87TH AVENUE AND BOCA CIEGA DRIVE, 18.5 FT. SOUTH OF THE
 AG5447'SOUTHEAST CORNER OF THE HARBOR LODGE APARTMENT BUILDING, 20 FT.
 AG5447'NORTH OF POWER POLE 1A 502 71R, 0.1 FT. ABOVE THE GROUND, SET IN
 AG5447'THE TOP OF A CONCRETE RETAINING WALL.
 AG5447
 AG5447                          STATION RECOVERY (1975)
 AG5447
 AG5447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5447'RECOVERED IN GOOD CONDITION.
 AG5447
 AG5447                          STATION RECOVERY (1978)
 AG5447
 AG5447'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG5447'RECOVERED IN GOOD CONDITION.
 AG5447
 AG5447                          STATION RECOVERY (1991)
 AG5447
 AG5447'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG5447'MARK NOT FOUND.
 AG5447
 AG5447                          STATION RECOVERY (2001)
 AG5447
 AG5447'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG5447'THERE IS A BUILDING AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1005 ***********************************************************************
 AG1005  DESIGNATION -  872 6494 TIDAL 5
 AG1005  PID         -  AG1005
 AG1005  STATE/COUNTY-  FL/PINELLAS
 AG1005  USGS QUAD   -  SEMINOLE (1995)
 AG1005
 AG1005                         *CURRENT SURVEY CONTROL
 AG1005  ___________________________________________________________________
 AG1005* NAD 83(1986)-  27 45 07.     (N)    082 45 17.     (W)     SCALED    
 AG1005* NAVD 88     -         1.219  (meters)       4.00   (feet)  ADJUSTED  
 AG1005  ___________________________________________________________________
 AG1005  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG1005  DYNAMIC HT  -           1.218 (meters)       4.00  (feet)  COMP
 AG1005  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AG1005
 AG1005  VERT ORDER  -  SECOND    CLASS I
 AG1005
 AG1005.The horizontal coordinates were scaled from a topographic map and have
 AG1005.an estimated accuracy of +/- 6 seconds.
 AG1005
 AG1005.The orthometric height was determined by differential leveling
 AG1005.and adjusted by the National Geodetic Survey in June 1991..
 AG1005.WARNING-Repeat measurements at this control monument indicate possible
 AG1005.vertical movement.
 AG1005
 AG1005.The geoid height was determined by GEOID03.
 AG1005
 AG1005.The dynamic height is computed by dividing the NAVD 88
 AG1005.geopotential number by the normal gravity value computed on the
 AG1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1005.degrees latitude (g = 980.6199 gals.).
 AG1005
 AG1005.The modeled gravity was interpolated from observed gravity values.
 AG1005
 AG1005;                    North         East    Units  Estimated Accuracy
 AG1005;SPC FL W     -   378,950.      125,600.      MT  (+/- 180 meters Scaled)
 AG1005
 AG1005                          SUPERSEDED SURVEY CONTROL
 AG1005
 AG1005  NGVD 29 (??/??/92)    1.497  (m)            4.91   (f) ADJ UNCH    2 1
 AG1005
 AG1005.Superseded values are not recommended for survey control.
 AG1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1005.See file dsdata.txt to determine how the superseded data were derived.
 AG1005
 AG1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270709(NAD 83)
 AG1005_MARKER: DJ = TIDAL STATION DISK
 AG1005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1005_STAMPING: NO 5 1952
 AG1005_MARK LOGO: CGS   
 AG1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1005+STABILITY: SURFACE MOTION
 AG1005
 AG1005  HISTORY     - Date     Condition        Report By
 AG1005  HISTORY     - 1952     MONUMENTED       CGS
 AG1005  HISTORY     - 1975     GOOD             FLDT
 AG1005  HISTORY     - 1982     GOOD             FLDNR
 AG1005  HISTORY     - 19910403 GOOD             USPSQD
 AG1005  HISTORY     - 20010208 GOOD             USPSQD
 AG1005
 AG1005                          STATION DESCRIPTION
 AG1005
 AG1005'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG1005'AT ST PETERSBURG BCH.
 AG1005'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (SR. 699)
 AG1005'AND 107TH AVE. (TREASURE ISLAND CAUSEWAY), RUN SOUTHERLY ALONG
 AG1005'GULF BLVD. FOR 1.8 MILE TO THE INTERSECTION OF BLIND PASS RD.
 AG1005'(S.R. 699) AND 87TH AVE., RUN EASTERLY ALONG 87TH AVE. FOR 0.10
 AG1005'MILE TO THE INTERSECTION OF BOCA CIEGA DR.  STATION ON SEAWALL,
 AG1005'103.0 FT. E/NE OF THE CENTERLINE OF BOCA CIEGA DR., 33.5 FT.
 AG1005'NORTH OF THE EXTENDED CENTERLINE OF 87TH AVE., 39.6 FT. N/NE OF
 AG1005'THE NE CORNER OF A CONCRETE BLOCK BLDG. (8675 BOCA CIEGA DR.)
 AG1005'SET IN TOP OF CONCRETE SEAWALL.  SECTION 25, T 31 S, R 15 E.
 AG1005
 AG1005                          STATION RECOVERY (1982)
 AG1005
 AG1005'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1005'RECOVERED IN GOOD CONDITION.
 AG1005
 AG1005                          STATION RECOVERY (1991)
 AG1005
 AG1005'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG1005'RECOVERED IN GOOD CONDITION.
 AG1005
 AG1005                          STATION RECOVERY (2001)
 AG1005
 AG1005'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7410 ***********************************************************************
 AG7410  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7410  DESIGNATION -  872 6505 A TIDAL
 AG7410  PID         -  AG7410
 AG7410  STATE/COUNTY-  FL/PINELLAS
 AG7410  USGS QUAD   -  SEMINOLE (1995)
 AG7410
 AG7410                         *CURRENT SURVEY CONTROL
 AG7410  ___________________________________________________________________
 AG7410* NAD 83(1986)-  27 45 23.     (N)    082 45 35.     (W)     SCALED    
 AG7410* NAVD 88     -         1.065  (meters)       3.49   (feet)  ADJUSTED  
 AG7410  ___________________________________________________________________
 AG7410  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG7410  DYNAMIC HT  -           1.063 (meters)       3.49  (feet)  COMP
 AG7410  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 AG7410
 AG7410  VERT ORDER  -  SECOND    CLASS I
 AG7410
 AG7410.The horizontal coordinates were scaled from a topographic map and have
 AG7410.an estimated accuracy of +/- 6 seconds.
 AG7410
 AG7410.The orthometric height was determined by differential leveling
 AG7410.and adjusted by the National Geodetic Survey in June 1991..
 AG7410
 AG7410.This Tidal Bench Mark is designated as VM 10648
 AG7410.by the Center for Operational Oceanographic Products and Services.
 AG7410
 AG7410.The geoid height was determined by GEOID03.
 AG7410
 AG7410.The dynamic height is computed by dividing the NAVD 88
 AG7410.geopotential number by the normal gravity value computed on the
 AG7410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7410.degrees latitude (g = 980.6199 gals.).
 AG7410
 AG7410.The modeled gravity was interpolated from observed gravity values.
 AG7410
 AG7410;                    North         East    Units  Estimated Accuracy
 AG7410;SPC FL W     -   379,450.      125,110.      MT  (+/- 180 meters Scaled)
 AG7410
 AG7410                          SUPERSEDED SURVEY CONTROL
 AG7410
 AG7410  NGVD 29 (??/??/92)    1.342  (m)            4.40   (f) ADJ UNCH    2 1
 AG7410
 AG7410.Superseded values are not recommended for survey control.
 AG7410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7410.See file dsdata.txt to determine how the superseded data were derived.
 AG7410
 AG7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL265714(NAD 83)
 AG7410_MARKER: DJ = TIDAL STATION DISK
 AG7410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7410_SP_SET: CONCRETE WINGWALL
 AG7410_STAMPING: 6505 A 1976
 AG7410_MARK LOGO: NOS   
 AG7410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7410+STABILITY: SURFACE MOTION
 AG7410
 AG7410  HISTORY     - Date     Condition        Report By
 AG7410  HISTORY     - 1976     MONUMENTED       NOS
 AG7410  HISTORY     - 1982     GOOD             FLDNR
 AG7410
 AG7410                          STATION DESCRIPTION
 AG7410
 AG7410'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7410'IN ST PETERSBURG BEACH.
 AG7410'BEGIN AT THE SOUTH END OF THE BRIDGE OVER JOHNS PASS ON TREASURE
 AG7410'ISLAND, GO 2.5 MILES SOUTHERLY ON STATE ROAD 699 TO THE EAST END OF
 AG7410'THE BRIDGE OVER BLIND PASS CHANNEL AND THE MARK.  THE MARK BEARS
 AG7410'22.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.5 FEET
 AG7410'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, AND IS SET IN THE
 AG7410'TOP OF THE BRIDGE WINGWALL.
 AG7410'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9358 ***********************************************************************
 AG9358  CBN         -  This is a Cooperative Base Network Control Station.
 AG9358  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9358  DESIGNATION -  872 6520 A TIDAL
 AG9358  PID         -  AG9358
 AG9358  STATE/COUNTY-  FL/PINELLAS
 AG9358  USGS QUAD   -  ST PETERSBURG (1987)
 AG9358
 AG9358                         *CURRENT SURVEY CONTROL
 AG9358  ___________________________________________________________________
 AG9358* NAD 83(1999)-  27 46 19.17880(N)    082 37 38.25548(W)     ADJUSTED  
 AG9358* NAVD 88     -         1.3    (meters)       4.     (feet)  GPS OBS   
 AG9358  ___________________________________________________________________
 AG9358  X           -     724,707.422 (meters)                     COMP
 AG9358  Y           -  -5,600,825.644 (meters)                     COMP
 AG9358  Z           -   2,954,161.384 (meters)                     COMP
 AG9358  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AG9358  ELLIP HEIGHT-         -23.29  (meters)          (04/12/01) GPS OBS
 AG9358  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG9358
 AG9358  HORZ ORDER  -  A
 AG9358  ELLP ORDER  -  FOURTH    CLASS I
 AG9358
 AG9358.The horizontal coordinates were established by GPS observations
 AG9358.and adjusted by the National Geodetic Survey in April 2001..
 AG9358
 AG9358.The orthometric height was determined by GPS observations and a
 AG9358.high-resolution geoid model.
 AG9358
 AG9358.This Tidal Bench Mark is designated as VM 1413
 AG9358.by the Center for Operational Oceanographic Products and Services.
 AG9358
 AG9358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9358
 AG9358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9358
 AG9358.The ellipsoidal height was determined by GPS observations
 AG9358.and is referenced to NAD 83.
 AG9358
 AG9358.The geoid height was determined by GEOID03.
 AG9358
 AG9358;                    North         East     Units Scale Factor Converg.
 AG9358;SPC FL W     -   381,101.113   138,171.819   MT  0.99998834   -0 17 32.3
 AG9358;SPC FL W     - 1,250,329.23    453,318.71   sFT  0.99998834   -0 17 32.3
 AG9358;UTM  17      - 3,073,006.601   339,652.634   MT  0.99991736   -0 45 30.3
 AG9358
 AG9358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9358!SPC FL W     -   1.00000366  x   0.99998834  =   0.99999200
 AG9358!UTM  17      -   1.00000366  x   0.99991736  =   0.99992102
 AG9358
 AG9358                          SUPERSEDED SURVEY CONTROL
 AG9358
 AG9358  ELLIP H (04/20/00)  -23.25   (m)                       GP(       ) 3 2
 AG9358  NAD 83(1990)-  27 46 19.17756(N)    082 37 38.25534(W) AD(       ) B
 AG9358  ELLIP H (09/13/90)  -23.20   (m)                       GP(       ) 4 1
 AG9358  NGVD 29 (09/13/90)    1.62   (m)            5.3    (f) LEVELING    3  
 AG9358
 AG9358.Superseded values are not recommended for survey control.
 AG9358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9358.See file dsdata.txt to determine how the superseded data were derived.
 AG9358
 AG9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3965373007(NAD 83)
 AG9358_MARKER: DJ = TIDAL STATION DISK
 AG9358_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG9358_SP_SET: CONCRETE SEAWALL
 AG9358_STAMPING: 6520 A 1978
 AG9358_MARK LOGO: NOS   
 AG9358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9358+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG9358
 AG9358  HISTORY     - Date     Condition        Report By
 AG9358  HISTORY     - 1978     MONUMENTED       NOS
 AG9358  HISTORY     - 1989     GOOD             NGS
 AG9358  HISTORY     - 19910731 GOOD             GEOBAS
 AG9358  HISTORY     - 19930209 GOOD             NOS
 AG9358  HISTORY     - 19980117 GOOD             USPSQD
 AG9358  HISTORY     - 19990405 GOOD             FLDT
 AG9358  HISTORY     - 20000228 GOOD             FLDT
 AG9358  HISTORY     - 20010426 GOOD             FL-057
 AG9358  HISTORY     - 20031030 GOOD             USPSQD
 AG9358
 AG9358                          STATION DESCRIPTION
 AG9358
 AG9358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AG9358'THE STATION IS LOCATED ON THE EAST SIDE OF ST. PETERSBURG, AT THE ST.
 AG9358'PETERSBURG YACHT BASIN, ON AN ISLAND SEPARATING THE SOUTH AND CENTRAL
 AG9358'YACHT BASINS, ON THE NORTH-NORTHEAST TIP OF THE ISLAND, IN A DRILL
 AG9358'HOLE IN THE TOP OF THE NORTH-NORTHEAST END OF THE EAST-SOUTHEAST
 AG9358'CONCRETE SEAWALL.  OWNERSHIP--CITY OF ST. PETERSBURG, 300 2ND AVENUE
 AG9358'S.E., ST. PETERSBURG FL 33701, DAVID METZ - MARINA DIRECTOR, RON
 AG9358'WILLIAMS - MARINA SUPERVISOR, PHONE 813-893-7329.
 AG9358'TO REACH THE STATION FROM THE INTERSECTION OF 5TH AVE N (STATE HIGHWAY
 AG9358'595) AND 4TH ST N (STATE HIGHWAY 687) ON THE EAST SIDE OF ST.
 AG9358'PETERSBURG, GO SOUTH FOR 0.44 KM (0.25 MI) ON 4TH ST N TO A CROSS
 AG9358'STREET.  TURN LEFT AND GO EAST FOR 0.65 KM (0.40 MI) ON 2ND AVE N TO A
 AG9358'CROSS STREET.  TURN RIGHT AND GO SOUTH FOR 0.35 KM (0.20 MI) ON
 AG9358'BAYSHORE DR NE TO A CROSS STREET.  TURN LEFT AND GO EAST FOR 0.11 KM
 AG9358'(0.05 MI) ON DEMENS LANDING TO A PAVED DRIVE LEFT.  TURN LEFT AND GO
 AG9358'NORTHERLY, EASTERLY, THEN NORTHERLY FOR 0.38 KM (0.25 MI) ON THE PAVED
 AG9358'DRIVE TO THE NORTHERN END OF PARKING LOT AND END OF TRUCK TRAVEL,
 AG9358'SHIPS STORE STRAIGHT AHEAD.  PACK NORTH-NORTHEAST FOR ABOUT 70 M
 AG9358'(229.7 FT) TO THE NORTH-NORTHEAST END OF SEAWALL, A U.S. COAST GUARD
 AG9358'NAVIGATION AID AND THE STATION.
 AG9358'LOCATED 18.96 M (62.2 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 AG9358'THE CONCRETE FLOOR OF A PICNIC SHELTER, 1.89 M (6.2 FT)
 AG9358'NORTH-NORTHEAST FROM THE NAVIGATION AID (METAL POLE WITH WHITE LIGHT
 AG9358'AND DAY BOARD) AND 0.43 M (1.4 FT) SOUTH-SOUTHWEST FROM THE
 AG9358'NORTH-NORTHEAST END OF THE SEAWALL.
 AG9358'DESCRIBED BY D.F. CALLAHAN.
 AG9358
 AG9358                          STATION RECOVERY (1991)
 AG9358
 AG9358'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991
 AG9358'RECOVERED IN GOOD CONDITION.
 AG9358
 AG9358                          STATION RECOVERY (1993)
 AG9358
 AG9358'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AG9358'RECOVERED AS DESCRIBED.
 AG9358
 AG9358                          STATION RECOVERY (1998)
 AG9358
 AG9358'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG9358'RECOVERED IN GOOD CONDITION.
 AG9358
 AG9358                          STATION RECOVERY (1999)
 AG9358
 AG9358'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AG9358'RECOVERED AS DESCRIBED.
 AG9358
 AG9358                          STATION RECOVERY (2000)
 AG9358
 AG9358'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)
 AG9358'RECOVERED AS DESCRIBED.
 AG9358
 AG9358                          STATION RECOVERY (2001)
 AG9358
 AG9358'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 AG9358'THE STATION IS LOCATED IN  PINELLAS  COUNTY,  FLORIDA, ABOUT 16.0
 AG9358'MILES SOUTHWEST OF THE CITY OF TAMPA AND 4.0 MILES  SOUTH WEST OF THE
 AG9358'CITY OF ST.PETERSBURG, IN SECTION 19 TOWNSHIP  31  SOUTH, RANGE 17
 AG9358'EAST. OWNERSHIP---ST.PETERSBURG THE STATION IS A BRASS DISK SET IN A
 AG9358'CONCRETE SEAWALL. TO REACH THE STATION FROM THE INTERSECTION OF 2ND
 AG9358'AVE NORTH AND  BAYSHORE DR, PROCEED SOUTH ON BAYSHORE DR., FOR 0.2
 AG9358'MILES TO  DEMENS LANDING, TURN LEFT (EAST) AND GO 0.05 MILES TO A LEFT
 AG9358'TURN  (BOAT RAMP) AND GO 0.25 MILES TO BOAT RAMP, THE NORTHERN END OF
 AG9358'ASPHALT PARKING LOT AND THE SHIPS STORE STRAIGHT AHEAD. PACK
 AG9358'NORTH-NORTHEAST ALONG THE SEAWALL FOR 230.0 FT +/- TO THE
 AG9358'NORTH-NORTHEAST END OF THE  SEAWALL AND THE STATION.
 AG9358' 
 AG9358'*NOTE  2ND AVE NORTH IS AT THE ST.PETERSBURG PIER.
 AG9358' 
 AG9358'1.4 FT SOUTH-SOUTHEAST OF THE NORTH-NORTHEAST END OF THE  CONCRETE
 AG9358'SEAWALL. 6.2 FT NORTH-NORTHEAST OF A NAVIGATION AID (METAL POLE WITH A
 AG9358'WHITE LIGHT AND DAY BOARD). 62.2 FT NORTH-NORTHEAST OF THE NORTHEAST
 AG9358'CORNER OF THE  CONCRETE FLOOR OF A PICNIC SHELTER. 230. FT +/-
 AG9358'NORTH-NORTHEAST OF THE NORTH EDGE OF PARKING LOT.
 AG9358
 AG9358                          STATION RECOVERY (2003)
 AG9358
 AG9358'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG9358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7411 ***********************************************************************
 AG7411  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7411  DESIGNATION -  872 6520 B TIDAL
 AG7411  PID         -  AG7411
 AG7411  STATE/COUNTY-  FL/PINELLAS
 AG7411  USGS QUAD   -  ST PETERSBURG (1987)
 AG7411
 AG7411                         *CURRENT SURVEY CONTROL
 AG7411  ___________________________________________________________________
 AG7411* NAD 83(1986)-  27 46 23.     (N)    082 37 38.     (W)     SCALED    
 AG7411* NAVD 88     -         1.597  (meters)       5.24   (feet)  ADJUSTED  
 AG7411  ___________________________________________________________________
 AG7411  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG7411  DYNAMIC HT  -           1.595 (meters)       5.23  (feet)  COMP
 AG7411  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 AG7411
 AG7411  VERT ORDER  -  SECOND    CLASS I
 AG7411
 AG7411.The horizontal coordinates were scaled from a topographic map and have
 AG7411.an estimated accuracy of +/- 6 seconds.
 AG7411
 AG7411.The orthometric height was determined by differential leveling
 AG7411.and adjusted by the National Geodetic Survey in June 1991..
 AG7411
 AG7411.This Tidal Bench Mark is designated as VM 1414
 AG7411.by the Center for Operational Oceanographic Products and Services.
 AG7411
 AG7411.The geoid height was determined by GEOID03.
 AG7411
 AG7411.The dynamic height is computed by dividing the NAVD 88
 AG7411.geopotential number by the normal gravity value computed on the
 AG7411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7411.degrees latitude (g = 980.6199 gals.).
 AG7411
 AG7411.The modeled gravity was interpolated from observed gravity values.
 AG7411
 AG7411;                    North         East    Units  Estimated Accuracy
 AG7411;SPC FL W     -   381,220.      138,180.      MT  (+/- 180 meters Scaled)
 AG7411
 AG7411                          SUPERSEDED SURVEY CONTROL
 AG7411
 AG7411  NGVD 29 (??/??/92)    1.865  (m)            6.12   (f) ADJ UNCH    2 1
 AG7411
 AG7411.Superseded values are not recommended for survey control.
 AG7411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7411.See file dsdata.txt to determine how the superseded data were derived.
 AG7411
 AG7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL396731(NAD 83)
 AG7411_MARKER: DJ = TIDAL STATION DISK
 AG7411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7411_SP_SET: CONCRETE BULKHEAD
 AG7411_STAMPING: 6520 B 1978
 AG7411_MARK LOGO: NOS   
 AG7411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7411+STABILITY: SURFACE MOTION
 AG7411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7411+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG7411
 AG7411  HISTORY     - Date     Condition        Report By
 AG7411  HISTORY     - 1978     MONUMENTED       NOS
 AG7411  HISTORY     - 1982     GOOD             FLDNR
 AG7411  HISTORY     - 19970226 GOOD             USPSQD
 AG7411  HISTORY     - 20031030 GOOD             USPSQD
 AG7411
 AG7411                          STATION DESCRIPTION
 AG7411
 AG7411'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7411'IN ST PETERSBURG.
 AG7411'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND
 AG7411'5TH AVENUE NORTH (S.R. 595), GO SOUTHERLY ON 4TH STREET NORTH FOR
 AG7411'0.3 MILE TO THE INTERSECTION OF 2ND AVENUE NORTH, TURN LEFT ON 2ND
 AG7411'AVENUE NORTH AND GO EASTERLY FOR 0.7 MILE TO THE MARK.  THE MARK
 AG7411'BEARS 56.4 FEET SOUTH OF THE CENTERLINE OF 2ND AVENUE NORTH, 6.6
 AG7411'FEET SOUTH OF THE SOUTH EDGE OF THE PIER, 6.4
 AG7411'FEET NORTHEAST OF AN 18-INCH DIAMETER PALM TREE, AND 1.3 FEET
 AG7411'SOUTHWEST OF THE NORTHEAST CORNER OF THE SEAWALL.
 AG7411'THE MARK IS 2 FT BELOW 2ND AVENUE NORTH.
 AG7411
 AG7411                          STATION RECOVERY (1997)
 AG7411
 AG7411'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7411'RECOVERED IN GOOD CONDITION.
 AG7411
 AG7411                          STATION RECOVERY (2003)
 AG7411
 AG7411'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7411'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE PARKING LOT ON THE
 AG7411'SOUTH SIDE OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5317 ***********************************************************************
 AG5317  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5317  DESIGNATION -  872 6520 TIDAL 1
 AG5317  PID         -  AG5317
 AG5317  STATE/COUNTY-  FL/PINELLAS
 AG5317  USGS QUAD   -  ST PETERSBURG (1987)
 AG5317
 AG5317                         *CURRENT SURVEY CONTROL
 AG5317  ___________________________________________________________________
 AG5317* NAD 83(1986)-  27 46 14.     (N)    082 37 42.     (W)     SCALED    
 AG5317* NAVD 88     -         1.178  (meters)       3.86   (feet)  ADJUSTED  
 AG5317  ___________________________________________________________________
 AG5317  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AG5317  DYNAMIC HT  -           1.176 (meters)       3.86  (feet)  COMP
 AG5317  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 AG5317
 AG5317  VERT ORDER  -  FIRST     CLASS I
 AG5317
 AG5317.The horizontal coordinates were scaled from a topographic map and have
 AG5317.an estimated accuracy of +/- 6 seconds.
 AG5317
 AG5317.The orthometric height was determined by differential leveling
 AG5317.and adjusted by the National Geodetic Survey in June 1991..
 AG5317
 AG5317.This Tidal Bench Mark is designated as VM 1416
 AG5317.by the Center for Operational Oceanographic Products and Services.
 AG5317
 AG5317.The geoid height was determined by GEOID03.
 AG5317
 AG5317.The dynamic height is computed by dividing the NAVD 88
 AG5317.geopotential number by the normal gravity value computed on the
 AG5317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5317.degrees latitude (g = 980.6199 gals.).
 AG5317
 AG5317.The modeled gravity was interpolated from observed gravity values.
 AG5317
 AG5317;                    North         East    Units  Estimated Accuracy
 AG5317;SPC FL W     -   380,940.      138,070.      MT  (+/- 180 meters Scaled)
 AG5317
 AG5317                          SUPERSEDED SURVEY CONTROL
 AG5317
 AG5317  NGVD 29 (??/??/92)    1.446  (m)            4.74   (f) ADJ UNCH    1 1
 AG5317
 AG5317.Superseded values are not recommended for survey control.
 AG5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5317.See file dsdata.txt to determine how the superseded data were derived.
 AG5317
 AG5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395728(NAD 83)
 AG5317_MARKER: DJ = TIDAL STATION DISK
 AG5317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5317_SP_SET: SEAWALL
 AG5317_MARK LOGO: CGS   
 AG5317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5317+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG5317
 AG5317  HISTORY     - Date     Condition        Report By
 AG5317  HISTORY     - UNK      MONUMENTED       CGS
 AG5317  HISTORY     - 1966     GOOD             NGS
 AG5317  HISTORY     - 1975     GOOD             NGS
 AG5317  HISTORY     - 1982     GOOD             FLDNR
 AG5317  HISTORY     - 19980117 GOOD             USPSQD
 AG5317  HISTORY     - 20031030 GOOD             USPSQD
 AG5317
 AG5317                          STATION DESCRIPTION
 AG5317
 AG5317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5317'AT ST PETERSBURG.
 AG5317'AT ST. PETERSBURG, ABOUT 440 YARDS EAST ALONG THE SEA WALL ALONG
 AG5317'THE SOUTH SIDE OF THE ST. PETERSBURG MUNICIPAL MARINA FROM THE
 AG5317'CENTER LINE OF BAYSHORE DRIVE, 8 FEET SOUTHEAST OF THE SOUTHEAST
 AG5317'CORNER OF BOAT SLIP NO. SY30, ABOUT LEVEL WITH THE SIDEWALK
 AG5317'AND IN THE TOP AT THE SOUTHEAST CORNER OF THE SEA WALL AT THE
 AG5317'SOUTHEAST CORNER OF THE MARINA.  SECTION 20, T 31 S, R 17 E.
 AG5317'HYDROGRAPHIC STA 2.
 AG5317
 AG5317                          STATION RECOVERY (1975)
 AG5317
 AG5317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5317'RECOVERED IN GOOD CONDITION.
 AG5317
 AG5317                          STATION RECOVERY (1982)
 AG5317
 AG5317'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5317'RECOVERED IN GOOD CONDITION.
 AG5317
 AG5317                          STATION RECOVERY (1998)
 AG5317
 AG5317'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5317'RECOVERED IN GOOD CONDITION.
 AG5317
 AG5317                          STATION RECOVERY (2003)
 AG5317
 AG5317'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG5317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5301 ***********************************************************************
 AG5301  DESIGNATION -  872 6520 TIDAL 10
 AG5301  PID         -  AG5301
 AG5301  STATE/COUNTY-  FL/PINELLAS
 AG5301  USGS QUAD   -  ST PETERSBURG (1987)
 AG5301
 AG5301                         *CURRENT SURVEY CONTROL
 AG5301  ___________________________________________________________________
 AG5301* NAD 83(1986)-  27 45 47.     (N)    082 38 01.     (W)     SCALED    
 AG5301* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 AG5301  ___________________________________________________________________
 AG5301  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG5301  DYNAMIC HT  -           1.678 (meters)       5.51  (feet)  COMP
 AG5301  MODELED GRAV-     979,173.1   (mgal)                       NAVD 88
 AG5301
 AG5301  VERT ORDER  -  FIRST     CLASS II
 AG5301
 AG5301.The horizontal coordinates were scaled from a topographic map and have
 AG5301.an estimated accuracy of +/- 6 seconds.
 AG5301
 AG5301.The orthometric height was determined by differential leveling
 AG5301.and adjusted by the National Geodetic Survey in June 1991..
 AG5301
 AG5301.The geoid height was determined by GEOID03.
 AG5301
 AG5301.The dynamic height is computed by dividing the NAVD 88
 AG5301.geopotential number by the normal gravity value computed on the
 AG5301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5301.degrees latitude (g = 980.6199 gals.).
 AG5301
 AG5301.The modeled gravity was interpolated from observed gravity values.
 AG5301
 AG5301;                    North         East    Units  Estimated Accuracy
 AG5301;SPC FL W     -   380,110.      137,540.      MT  (+/- 180 meters Scaled)
 AG5301
 AG5301                          SUPERSEDED SURVEY CONTROL
 AG5301
 AG5301  NGVD 29 (??/??/92)    1.949  (m)            6.39   (f) ADJ UNCH    1 2
 AG5301
 AG5301.Superseded values are not recommended for survey control.
 AG5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5301.See file dsdata.txt to determine how the superseded data were derived.
 AG5301
 AG5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL390720(NAD 83)
 AG5301_MARKER: B = BOLT
 AG5301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5301_SP_SET: DOME SHAPED HEAD
 AG5301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5301+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 AG5301
 AG5301  HISTORY     - Date     Condition        Report By
 AG5301  HISTORY     - UNK      MONUMENTED       CGS
 AG5301  HISTORY     - 1959     GOOD             NGS
 AG5301  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG5301  HISTORY     - 19970310 GOOD             USPSQD
 AG5301  HISTORY     - 20031027 GOOD             USPSQD
 AG5301
 AG5301                          STATION DESCRIPTION
 AG5301
 AG5301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AG5301'AT ST PETERSBURG.
 AG5301'AT ST. PETERSBURG, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 AG5301'1ST STREET SOUTH AND 7TH AVENUE SOUTH, 39 FT. WEST OF THE CENTER
 AG5301'LINE OF 1ST STREET SOUTH, 40 FT. NORTH OF THE CENTER LINE OF
 AG5301'7TH AVENUE SOUTH, THE TOP OF THE WEST BOLT WHICH HOLDS THE DOME
 AG5301'SHAPE TOP OF A FIRE HYDRANT.
 AG5301
 AG5301                          STATION RECOVERY (1966)
 AG5301
 AG5301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AG5301'MARK NOT FOUND.
 AG5301
 AG5301                          STATION RECOVERY (1997)
 AG5301
 AG5301'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG5301'RECOVERED IN GOOD CONDITION.
 AG5301
 AG5301                          STATION RECOVERY (2003)
 AG5301
 AG5301'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG5301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5288 ***********************************************************************
 AG5288  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5288  DESIGNATION -  872 6520 TIDAL 15
 AG5288  PID         -  AG5288
 AG5288  STATE/COUNTY-  FL/PINELLAS
 AG5288  USGS QUAD   -  PORT TAMPA (1983)
 AG5288
 AG5288                         *CURRENT SURVEY CONTROL
 AG5288  ___________________________________________________________________
 AG5288* NAD 83(1986)-  27 46 25.     (N)    082 37 21.     (W)     SCALED    
 AG5288* NAVD 88     -         2.333  (meters)       7.65   (feet)  ADJUSTED  
 AG5288  ___________________________________________________________________
 AG5288  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AG5288  DYNAMIC HT  -           2.329 (meters)       7.64  (feet)  COMP
 AG5288  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 AG5288
 AG5288  VERT ORDER  -  FIRST     CLASS I
 AG5288
 AG5288.The horizontal coordinates were scaled from a topographic map and have
 AG5288.an estimated accuracy of +/- 6 seconds.
 AG5288
 AG5288.The orthometric height was determined by differential leveling
 AG5288.and adjusted by the National Geodetic Survey in June 1991..
 AG5288.WARNING-Repeat measurements at this control monument indicate possible
 AG5288.vertical movement.
 AG5288
 AG5288.This Tidal Bench Mark is designated as VM 1418
 AG5288.by the Center for Operational Oceanographic Products and Services.
 AG5288
 AG5288.The geoid height was determined by GEOID03.
 AG5288
 AG5288.The dynamic height is computed by dividing the NAVD 88
 AG5288.geopotential number by the normal gravity value computed on the
 AG5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5288.degrees latitude (g = 980.6199 gals.).
 AG5288
 AG5288.The modeled gravity was interpolated from observed gravity values.
 AG5288
 AG5288;                    North         East    Units  Estimated Accuracy
 AG5288;SPC FL W     -   381,280.      138,650.      MT  (+/- 180 meters Scaled)
 AG5288
 AG5288                          SUPERSEDED SURVEY CONTROL
 AG5288
 AG5288  NGVD 29 (??/??/92)    2.600  (m)            8.53   (f) ADJ UNCH    1 1
 AG5288
 AG5288.Superseded values are not recommended for survey control.
 AG5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5288.See file dsdata.txt to determine how the superseded data were derived.
 AG5288
 AG5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401731(NAD 83)
 AG5288_MARKER: DJ = TIDAL STATION DISK
 AG5288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5288_STAMPING: NO 15 1953
 AG5288_MARK LOGO: CGS   
 AG5288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5288
 AG5288  HISTORY     - Date     Condition        Report By
 AG5288  HISTORY     - 1953     MONUMENTED       CGS
 AG5288  HISTORY     - 1966     GOOD             NGS
 AG5288  HISTORY     - 1975     GOOD             NGS
 AG5288  HISTORY     - 1982     GOOD             FLDNR
 AG5288  HISTORY     - 19970226 MARK NOT FOUND   USPSQD
 AG5288  HISTORY     - 20030226 MARK NOT FOUND   USPSQD
 AG5288
 AG5288                          STATION DESCRIPTION
 AG5288
 AG5288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5288'AT ST PETERSBURG.
 AG5288'AT ST. PETERSBURG, AT THE MUNICIPAL PIER, 0.5 FOOT EAST OF THE
 AG5288'EAST END OF THE SOUTH CONCRETE GUARD RAIL ALONG THE SOUTH SIDE
 AG5288'OF 2ND AVENUE NE., 26 FEET NORTHWEST OF HEAD OF STEPS LEADING
 AG5288'DOWN TO LANDING AND C AND GS TIDE HOUSE AT THE SOUTHWEST CORNER
 AG5288'OF THE PIER, 20.9 FEET NORTH OF THE NORTHWEST CORNER OF THE TIDE
 AG5288'HOUSE, ABOUT LEVEL WITH THE AVENUE AND IN THE TOP OF THE CONCRETE
 AG5288'SIDEWALK.
 AG5288
 AG5288                          STATION RECOVERY (1975)
 AG5288
 AG5288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5288'RECOVERED IN GOOD CONDITION.
 AG5288
 AG5288                          STATION RECOVERY (1982)
 AG5288
 AG5288'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5288'RECOVERED IN GOOD CONDITION.
 AG5288
 AG5288                          STATION RECOVERY (1997)
 AG5288
 AG5288'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG5288'MARK NOT FOUND.
 AG5288
 AG5288                          STATION RECOVERY (2003)
 AG5288
 AG5288'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT)
 AG5288'AREA HAS BEEN RENOVATED.  WALKWAY OF AREA DESCRIBED HAS BEEN COVERED
 AG5288'WITH A LAYER OF BRICKS.  MARK WOULD BE UNDER THESE BRICKS, AND COULD
 AG5288'NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5315 ***********************************************************************
 AG5315  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5315  DESIGNATION -  872 6520 TIDAL 16
 AG5315  PID         -  AG5315
 AG5315  STATE/COUNTY-  FL/PINELLAS
 AG5315  USGS QUAD   -  ST PETERSBURG (1987)
 AG5315
 AG5315                         *CURRENT SURVEY CONTROL
 AG5315  ___________________________________________________________________
 AG5315* NAD 83(1986)-  27 46 24.     (N)    082 37 42.     (W)     SCALED    
 AG5315* NAVD 88     -         1.315  (meters)       4.31   (feet)  ADJUSTED  
 AG5315  ___________________________________________________________________
 AG5315  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG5315  DYNAMIC HT  -           1.313 (meters)       4.31  (feet)  COMP
 AG5315  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AG5315
 AG5315  VERT ORDER  -  FIRST     CLASS I
 AG5315
 AG5315.The horizontal coordinates were scaled from a topographic map and have
 AG5315.an estimated accuracy of +/- 6 seconds.
 AG5315
 AG5315.The orthometric height was determined by differential leveling
 AG5315.and adjusted by the National Geodetic Survey in June 1991..
 AG5315
 AG5315.This Tidal Bench Mark is designated as VM 1419
 AG5315.by the Center for Operational Oceanographic Products and Services.
 AG5315
 AG5315.The geoid height was determined by GEOID03.
 AG5315
 AG5315.The dynamic height is computed by dividing the NAVD 88
 AG5315.geopotential number by the normal gravity value computed on the
 AG5315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5315.degrees latitude (g = 980.6199 gals.).
 AG5315
 AG5315.The modeled gravity was interpolated from observed gravity values.
 AG5315
 AG5315;                    North         East    Units  Estimated Accuracy
 AG5315;SPC FL W     -   381,250.      138,070.      MT  (+/- 180 meters Scaled)
 AG5315
 AG5315                          SUPERSEDED SURVEY CONTROL
 AG5315
 AG5315  NGVD 29 (??/??/92)    1.582  (m)            5.19   (f) ADJ UNCH    1 1
 AG5315
 AG5315.Superseded values are not recommended for survey control.
 AG5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5315.See file dsdata.txt to determine how the superseded data were derived.
 AG5315
 AG5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395731(NAD 83)
 AG5315_MARKER: DJ = TIDAL STATION DISK
 AG5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5315_STAMPING: NO 16 1962
 AG5315_MARK LOGO: CGS   
 AG5315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5315+STABILITY: SURFACE MOTION
 AG5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5315+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AG5315
 AG5315  HISTORY     - Date     Condition        Report By
 AG5315  HISTORY     - 1962     MONUMENTED       CGS
 AG5315  HISTORY     - 1966     GOOD             NGS
 AG5315  HISTORY     - 1975     GOOD             NGS
 AG5315  HISTORY     - 1982     GOOD             FLDNR
 AG5315  HISTORY     - 19980117 GOOD             USPSQD
 AG5315  HISTORY     - 20031030 GOOD             USPSQD
 AG5315  HISTORY     - 20041018 GOOD             USPSQD
 AG5315
 AG5315                          STATION DESCRIPTION
 AG5315
 AG5315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5315'AT ST PETERSBURG.
 AG5315'AT ST. PETERSBURG, ALONG THE EXTENSION OF 2ND AVENUE NE. ABOUT
 AG5315'0.2 MILE EAST OF THE INTERSECTION OF BAYSHORE DRIVE, NEAR THE
 AG5315'NORTHEAST CORNER OF THE CENTRAL YACHT BASIN, 42.4 FEET SOUTHWEST
 AG5315'OF THE NORTHWEST CORNER OF THE STEEL FENCE AROUND THE SENIOR
 AG5315'CITIZEN CENTER, 5.1 FEET NORTH OF THE NORTHEAST CORNER OF THE
 AG5315'BASE OF A MONUMENT FOR THE WORLDS FIRST SCHEDULED AIRLINE FLIGHT,
 AG5315'0.8 FOOT EAST OF THE NORTH CORNER OF THE WALKWAY AROUND THE
 AG5315'MONUMENT, ABOUT LEVEL WITH AVENUE AND SET IN THE TOP OF A
 AG5315'CONCRETE POST PROJECTING 0.2 FOOT.
 AG5315
 AG5315                          STATION RECOVERY (1975)
 AG5315
 AG5315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (1982)
 AG5315
 AG5315'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (1998)
 AG5315
 AG5315'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (2003)
 AG5315
 AG5315'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (2004)
 AG5315
 AG5315'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5316 ***********************************************************************
 AG5316  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5316  DESIGNATION -  872 6520 TIDAL 3
 AG5316  PID         -  AG5316
 AG5316  STATE/COUNTY-  FL/PINELLAS
 AG5316  USGS QUAD   -  ST PETERSBURG (1987)
 AG5316
 AG5316                         *CURRENT SURVEY CONTROL
 AG5316  ___________________________________________________________________
 AG5316* NAD 83(1986)-  27 46 14.     (N)    082 37 44.     (W)     SCALED    
 AG5316* NAVD 88     -         1.167  (meters)       3.83   (feet)  ADJUSTED  
 AG5316  ___________________________________________________________________
 AG5316  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AG5316  DYNAMIC HT  -           1.166 (meters)       3.83  (feet)  COMP
 AG5316  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 AG5316
 AG5316  VERT ORDER  -  FIRST     CLASS I
 AG5316
 AG5316.The horizontal coordinates were scaled from a topographic map and have
 AG5316.an estimated accuracy of +/- 6 seconds.
 AG5316
 AG5316.The orthometric height was determined by differential leveling
 AG5316.and adjusted by the National Geodetic Survey in June 1991..
 AG5316
 AG5316.This Tidal Bench Mark is designated as VM 1417
 AG5316.by the Center for Operational Oceanographic Products and Services.
 AG5316
 AG5316.The geoid height was determined by GEOID03.
 AG5316
 AG5316.The dynamic height is computed by dividing the NAVD 88
 AG5316.geopotential number by the normal gravity value computed on the
 AG5316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5316.degrees latitude (g = 980.6199 gals.).
 AG5316
 AG5316.The modeled gravity was interpolated from observed gravity values.
 AG5316
 AG5316;                    North         East    Units  Estimated Accuracy
 AG5316;SPC FL W     -   380,940.      138,010.      MT  (+/- 180 meters Scaled)
 AG5316
 AG5316                          SUPERSEDED SURVEY CONTROL
 AG5316
 AG5316  NGVD 29 (??/??/92)    1.435  (m)            4.71   (f) ADJ UNCH    1 1
 AG5316
 AG5316.Superseded values are not recommended for survey control.
 AG5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5316.See file dsdata.txt to determine how the superseded data were derived.
 AG5316
 AG5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL394728(NAD 83)
 AG5316_MARKER: DJ = TIDAL STATION DISK
 AG5316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5316_MARK LOGO: CGS   
 AG5316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5316+STABILITY: SURFACE MOTION
 AG5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5316+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AG5316
 AG5316  HISTORY     - Date     Condition        Report By
 AG5316  HISTORY     - UNK      MONUMENTED       CGS
 AG5316  HISTORY     - 1966     GOOD             NGS
 AG5316  HISTORY     - 1975     GOOD             NGS
 AG5316  HISTORY     - 1982     GOOD             FLDNR
 AG5316  HISTORY     - 19980117 GOOD             USPSQD
 AG5316  HISTORY     - 20041018 GOOD             USPSQD
 AG5316
 AG5316                          STATION DESCRIPTION
 AG5316
 AG5316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5316'AT ST PETERSBURG.
 AG5316'AT ST. PETERSBURG, ABOUT 345 YARDS EAST ALONG THE SEA WALL
 AG5316'ALONG THE SOUTH SIDE OF THE ST. PETERSBURG MUNICIPAL MARINA FROM
 AG5316'THE CENTER LINE OF BAYSHORE DRIVE, 10.4 FEET NORTH OF THE
 AG5316'NORTHWEST CORNER OF EAST ONE OF TWO REST ROOMS, 26.5 FEET WEST
 AG5316'OF THE WEST END OF BOAT SLIP NO. SYZ, ABOUT 0.4 FOOT BELOW THE
 AG5316'LEVEL OF THE SIDEWALK AND IN THE TOP OF THE CONCRETE SEA WALL
 AG5316'WHICH HAS HAD THE SIDEWALK POURED OVER IT WITH A 1-FOOT SQUARE
 AG5316'OPENING FOR ACCESS TO THE MARK.  HYDROGRAPHIC STA 1.
 AG5316
 AG5316                          STATION RECOVERY (1975)
 AG5316
 AG5316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5316'RECOVERED IN GOOD CONDITION.
 AG5316
 AG5316                          STATION RECOVERY (1982)
 AG5316
 AG5316'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5316'RECOVERED IN GOOD CONDITION.
 AG5316
 AG5316                          STATION RECOVERY (1998)
 AG5316
 AG5316'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5316'RECOVERED IN GOOD CONDITION.
 AG5316
 AG5316                          STATION RECOVERY (2004)
 AG5316
 AG5316'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG5316'CHANGE DESCRIPTION TO READ... 10.4 FT NORTH OF THE NORTHEAST CORNER OF
 AG5316'THE LAUNDRY, 26.5 FEET WEST OF THE WEST END OF DEMENS LANDING SLIP
 AG5316'SX2...
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5313 ***********************************************************************
 AG5313  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5313  DESIGNATION -  872 6520 TIDAL 4
 AG5313  PID         -  AG5313
 AG5313  STATE/COUNTY-  FL/PINELLAS
 AG5313  USGS QUAD   -  ST PETERSBURG (1987)
 AG5313
 AG5313                         *CURRENT SURVEY CONTROL
 AG5313  ___________________________________________________________________
 AG5313* NAD 83(1986)-  27 46 24.     (N)    082 37 52.     (W)     SCALED    
 AG5313* NAVD 88     -         1.194  (meters)       3.92   (feet)  ADJUSTED  
 AG5313  ___________________________________________________________________
 AG5313  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AG5313  DYNAMIC HT  -           1.192 (meters)       3.91  (feet)  COMP
 AG5313  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AG5313
 AG5313  VERT ORDER  -  FIRST     CLASS II
 AG5313
 AG5313.The horizontal coordinates were scaled from a topographic map and have
 AG5313.an estimated accuracy of +/- 6 seconds.
 AG5313
 AG5313.The orthometric height was determined by differential leveling
 AG5313.and adjusted by the National Geodetic Survey in June 1991..
 AG5313
 AG5313.This Tidal Bench Mark is designated as VM 1412
 AG5313.by the Center for Operational Oceanographic Products and Services.
 AG5313
 AG5313.The geoid height was determined by GEOID03.
 AG5313
 AG5313.The dynamic height is computed by dividing the NAVD 88
 AG5313.geopotential number by the normal gravity value computed on the
 AG5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5313.degrees latitude (g = 980.6199 gals.).
 AG5313
 AG5313.The modeled gravity was interpolated from observed gravity values.
 AG5313
 AG5313;                    North         East    Units  Estimated Accuracy
 AG5313;SPC FL W     -   381,250.      137,800.      MT  (+/- 180 meters Scaled)
 AG5313
 AG5313                          SUPERSEDED SURVEY CONTROL
 AG5313
 AG5313  NGVD 29 (??/??/92)    1.462  (m)            4.80   (f) ADJ UNCH    1 2
 AG5313
 AG5313.Superseded values are not recommended for survey control.
 AG5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5313.See file dsdata.txt to determine how the superseded data were derived.
 AG5313
 AG5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL392731(NAD 83)
 AG5313_MARKER: DJ = TIDAL STATION DISK
 AG5313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5313_STAMPING: NO 4 1925
 AG5313_MARK LOGO: CGS   
 AG5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5313+STABILITY: SURFACE MOTION
 AG5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5313+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AG5313
 AG5313  HISTORY     - Date     Condition        Report By
 AG5313  HISTORY     - 1925     MONUMENTED       CGS
 AG5313  HISTORY     - 1949     GOOD             NGS
 AG5313  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG5313  HISTORY     - 1982     GOOD             FLDNR
 AG5313  HISTORY     - 19970226 MARK NOT FOUND   USPSQD
 AG5313  HISTORY     - 20030221 GOOD             USPSQD
 AG5313
 AG5313                          STATION DESCRIPTION
 AG5313
 AG5313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AG5313'AT ST PETERSBURG.
 AG5313'AT ST. PETERSBURG, AT THE ENTRANCE TO THE CENTRAL YACHT BASIN,
 AG5313'2 FEET NORTHWEST OF THE FIRST BEND IN THE BULKHEAD, NORTH OF
 AG5313'THE INSIDE OF THE ENTRANCE, AND IN THE TOP OF THE NORTH WALL.
 AG5313'A STANDARD DISK, STAMPED NO 4 1925.
 AG5313
 AG5313                          STATION RECOVERY (1966)
 AG5313
 AG5313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AG5313'MARK NOT FOUND.
 AG5313
 AG5313                          STATION RECOVERY (1982)
 AG5313
 AG5313'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5313'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AG5313'MARK IS 27 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 AG5313'EXTENSION OF THE SENIOR CITIZENS CENTER DANCE HALL.
 AG5313
 AG5313                          STATION RECOVERY (1997)
 AG5313
 AG5313'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG5313'MARK NOT FOUND.
 AG5313
 AG5313                          STATION RECOVERY (2003)
 AG5313
 AG5313'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 AG5313'SENIOR CITIZENS DANCE HALL DEMOLISHED.
 AG5313'STATION MARK LOCATED 5 FEET 8 INCHES NORTH OF MONUMENT DEDICATED TO
 AG5313'WORLDS FIRST SCHEDULED AIR SCHEDULED AIRLINE.  68 FEET 2 INCHES SOUTH
 AG5313'OF BROWN TWO LAMP LIGHT POLE LEADING TO MUNICIPAL PIER.  29 FEET FROM
 AG5313'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5303 ***********************************************************************
 AG5303  DESIGNATION -  872 6520 TIDAL 7
 AG5303  PID         -  AG5303
 AG5303  STATE/COUNTY-  FL/PINELLAS
 AG5303  USGS QUAD   -  ST PETERSBURG (1987)
 AG5303
 AG5303                         *CURRENT SURVEY CONTROL
 AG5303  ___________________________________________________________________
 AG5303* NAD 83(1986)-  27 46 16.     (N)    082 38 07.     (W)     SCALED    
 AG5303* NAVD 88     -         5.947  (meters)      19.51   (feet)  ADJUSTED  
 AG5303  ___________________________________________________________________
 AG5303  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG5303  DYNAMIC HT  -           5.938 (meters)      19.48  (feet)  COMP
 AG5303  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AG5303
 AG5303  VERT ORDER  -  FIRST     CLASS I
 AG5303
 AG5303.The horizontal coordinates were scaled from a topographic map and have
 AG5303.an estimated accuracy of +/- 6 seconds.
 AG5303
 AG5303.The orthometric height was determined by differential leveling
 AG5303.and adjusted by the National Geodetic Survey in June 1991..
 AG5303
 AG5303.The geoid height was determined by GEOID03.
 AG5303
 AG5303.The dynamic height is computed by dividing the NAVD 88
 AG5303.geopotential number by the normal gravity value computed on the
 AG5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5303.degrees latitude (g = 980.6199 gals.).
 AG5303
 AG5303.The modeled gravity was interpolated from observed gravity values.
 AG5303
 AG5303;                    North         East    Units  Estimated Accuracy
 AG5303;SPC FL W     -   381,010.      137,380.      MT  (+/- 180 meters Scaled)
 AG5303
 AG5303                          SUPERSEDED SURVEY CONTROL
 AG5303
 AG5303  NGVD 29 (??/??/92)    6.214  (m)           20.39   (f) ADJ UNCH    1 1
 AG5303
 AG5303.Superseded values are not recommended for survey control.
 AG5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5303.See file dsdata.txt to determine how the superseded data were derived.
 AG5303
 AG5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388729(NAD 83)
 AG5303_MARKER: X = CHISELED CROSS
 AG5303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5303_SP_SET: STEP
 AG5303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5303
 AG5303  HISTORY     - Date     Condition        Report By
 AG5303  HISTORY     - UNK      MONUMENTED       CGS
 AG5303  HISTORY     - 1966     GOOD             NGS
 AG5303  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 AG5303
 AG5303                          STATION DESCRIPTION
 AG5303
 AG5303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5303'AT ST PETERSBURG.
 AG5303'AT ST. PETERSBURG, ALONG CENTRAL AVENUE NEAR THE INTERSECTION
 AG5303'OF 2ND STREET SOUTH, 27.0 FEET EAST OF THE EAST CURB OF THE
 AG5303'STREET, 20.0 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, AT THE
 AG5303'ENTRANCE TO THE NATIONAL HEARING AID SHOP WHICH IS IN THE FIRST
 AG5303'FLOOR OF THE SAVOY HOTEL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AG5303'AVENUE AND IS A 1 1/2-INCH CHISELED CROSS ON TOP OF THE NORTHEAST
 AG5303'CORNER OF THE GRANITE STEP TO THE SHOP WITH THE LETTERS USBM
 AG5303'CUT IN IT.
 AG5303
 AG5303                          STATION RECOVERY (1974)
 AG5303
 AG5303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AG5303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5310 ***********************************************************************
 AG5310  DESIGNATION -  872 6520 TIDAL 9
 AG5310  PID         -  AG5310
 AG5310  STATE/COUNTY-  FL/PINELLAS
 AG5310  USGS QUAD   -  ST PETERSBURG (1987)
 AG5310
 AG5310                         *CURRENT SURVEY CONTROL
 AG5310  ___________________________________________________________________
 AG5310* NAD 83(1986)-  27 46 02.     (N)    082 38 07.     (W)     SCALED    
 AG5310* NAVD 88     -         4.129  (meters)      13.55   (feet)  ADJUSTED  
 AG5310  ___________________________________________________________________
 AG5310  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG5310  DYNAMIC HT  -           4.123 (meters)      13.53  (feet)  COMP
 AG5310  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 AG5310
 AG5310  VERT ORDER  -  FIRST     CLASS II
 AG5310
 AG5310.The horizontal coordinates were scaled from a topographic map and have
 AG5310.an estimated accuracy of +/- 6 seconds.
 AG5310
 AG5310.The orthometric height was determined by differential leveling
 AG5310.and adjusted by the National Geodetic Survey in June 1991..
 AG5310
 AG5310.The geoid height was determined by GEOID03.
 AG5310
 AG5310.The dynamic height is computed by dividing the NAVD 88
 AG5310.geopotential number by the normal gravity value computed on the
 AG5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5310.degrees latitude (g = 980.6199 gals.).
 AG5310
 AG5310.The modeled gravity was interpolated from observed gravity values.
 AG5310
 AG5310;                    North         East    Units  Estimated Accuracy
 AG5310;SPC FL W     -   380,580.      137,380.      MT  (+/- 180 meters Scaled)
 AG5310
 AG5310                          SUPERSEDED SURVEY CONTROL
 AG5310
 AG5310  NGVD 29 (??/??/92)    4.397  (m)           14.43   (f) ADJ UNCH    1 2
 AG5310
 AG5310.Superseded values are not recommended for survey control.
 AG5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5310.See file dsdata.txt to determine how the superseded data were derived.
 AG5310
 AG5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388724(NAD 83)
 AG5310_MARKER: B = BOLT
 AG5310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5310_SP_SET: DOME SHAPED HEAD
 AG5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5310+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 AG5310
 AG5310  HISTORY     - Date     Condition        Report By
 AG5310  HISTORY     - UNK      MONUMENTED       CGS
 AG5310  HISTORY     - 1959     GOOD             NGS
 AG5310  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG5310  HISTORY     - 20031124 GOOD             USPSQD
 AG5310
 AG5310                          STATION DESCRIPTION
 AG5310
 AG5310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AG5310'AT ST PETERSBURG.
 AG5310'AT ST. PETERSBURG, AT THE NORTHWEST CORNER OF THE INTERSECTION
 AG5310'OF 4TH AVENUE SOUTH AND 2ND STREET SOUTH, 33.5 FT. WEST OF THE
 AG5310'CENTER LINE OF 2ND STREET SOUTH, 27 FT. NORTH OF THE CENTER LINE
 AG5310'OF 4TH AVENUE SOUTH, THE HEAD OF A 3/16 INCH BOLT ON THE SOUTHEAST
 AG5310'SIDE OF THE DOME SHAPED HEAD OF A FIRE HYDRANT.
 AG5310
 AG5310                          STATION RECOVERY (1966)
 AG5310
 AG5310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AG5310'MARK NOT FOUND.
 AG5310
 AG5310                          STATION RECOVERY (2003)
 AG5310
 AG5310'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG5310'THE MARKER IS THE HEAD OF A 9/16 INCH BOLT NOT A 3/16 INCH BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5439 ***********************************************************************
 AG5439  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5439  DESIGNATION -  872 6533 TIDAL 5
 AG5439  PID         -  AG5439
 AG5439  STATE/COUNTY-  FL/PINELLAS
 AG5439  USGS QUAD   -  SEMINOLE (1995)
 AG5439
 AG5439                         *CURRENT SURVEY CONTROL
 AG5439  ___________________________________________________________________
 AG5439* NAD 83(1986)-  27 47 07.     (N)    082 46 54.     (W)     SCALED    
 AG5439* NAVD 88     -         1.966  (meters)       6.45   (feet)  ADJUSTED  
 AG5439  ___________________________________________________________________
 AG5439  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG5439  DYNAMIC HT  -           1.964 (meters)       6.44  (feet)  COMP
 AG5439  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AG5439
 AG5439  VERT ORDER  -  SECOND    CLASS I
 AG5439
 AG5439.The horizontal coordinates were scaled from a topographic map and have
 AG5439.an estimated accuracy of +/- 6 seconds.
 AG5439
 AG5439.The orthometric height was determined by differential leveling
 AG5439.and adjusted by the National Geodetic Survey in June 1991..
 AG5439
 AG5439.This Tidal Bench Mark is designated as VM 6542
 AG5439.by the Center for Operational Oceanographic Products and Services.
 AG5439
 AG5439.The geoid height was determined by GEOID03.
 AG5439
 AG5439.The dynamic height is computed by dividing the NAVD 88
 AG5439.geopotential number by the normal gravity value computed on the
 AG5439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5439.degrees latitude (g = 980.6199 gals.).
 AG5439
 AG5439.The modeled gravity was interpolated from observed gravity values.
 AG5439
 AG5439;                    North         East    Units  Estimated Accuracy
 AG5439;SPC FL W     -   382,660.      122,970.      MT  (+/- 180 meters Scaled)
 AG5439
 AG5439                          SUPERSEDED SURVEY CONTROL
 AG5439
 AG5439  NGVD 29 (??/??/92)    2.239  (m)            7.35   (f) ADJ UNCH    2 1
 AG5439
 AG5439.Superseded values are not recommended for survey control.
 AG5439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5439.See file dsdata.txt to determine how the superseded data were derived.
 AG5439
 AG5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL244746(NAD 83)
 AG5439_MARKER: DJ = TIDAL STATION DISK
 AG5439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5439_STAMPING: BM NO 5 1951
 AG5439_MARK LOGO: CGS   
 AG5439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5439+STABILITY: SURFACE MOTION
 AG5439
 AG5439  HISTORY     - Date     Condition        Report By
 AG5439  HISTORY     - 1951     MONUMENTED       CGS
 AG5439  HISTORY     - 1975     GOOD             FLDT
 AG5439  HISTORY     - 1982     GOOD             FLDNR
 AG5439
 AG5439                          STATION DESCRIPTION
 AG5439
 AG5439'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5439'AT MADEIRA BEACH.
 AG5439'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG5439'AND MADEIRA BEACH CAUSEWAY (S.R. 699), RUN SOUTHERLY ALONG GULF
 AG5439'BLVD. FOR 1.55 MILE TO THE INTERSECTION OF 129TH AVE. W.  TURN
 AG5439'LEFT, RUN 0.1 MILE E. ON 129TH AVE. W. TO THE INTERSECTION OF
 AG5439'GULF BLVD. E.  TURN RIGHT, RUN SOUTHERLY ALONG GULF BLVD. E. FOR
 AG5439'281 FT. TO THE INTERSECTION OF 128TH AVE. E.  STATION IS 60 FT.
 AG5439'S. OF 128TH AVE. E., 30 FT. W. OF GULF BLVD. E., 1.5 FT. W. OF
 AG5439'THE BACK OF THE W. CURB OF OLD JOHNS PASS BRIDGE.  SET IN TOP
 AG5439'OF A CONCRETE POST THAT IS 0.5 FOOT ABOVE GROUND.  T31S, R15E.
 AG5439
 AG5439                          STATION RECOVERY (1982)
 AG5439
 AG5439'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6385 ***********************************************************************
 AG6385  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6385  DESIGNATION -  872 6537 A TIDAL
 AG6385  PID         -  AG6385
 AG6385  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6385  USGS QUAD   -  GIBSONTON (1987)
 AG6385
 AG6385                         *CURRENT SURVEY CONTROL
 AG6385  ___________________________________________________________________
 AG6385* NAD 83(1986)-  27 47 06.     (N)    082 25 34.     (W)     SCALED    
 AG6385* NAVD 88     -         2.466  (meters)       8.09   (feet)  ADJUSTED  
 AG6385  ___________________________________________________________________
 AG6385  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG6385  DYNAMIC HT  -           2.462 (meters)       8.08  (feet)  COMP
 AG6385  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 AG6385
 AG6385  VERT ORDER  -  SECOND    CLASS I
 AG6385
 AG6385.The horizontal coordinates were scaled from a topographic map and have
 AG6385.an estimated accuracy of +/- 6 seconds.
 AG6385
 AG6385.The orthometric height was determined by differential leveling
 AG6385.and adjusted by the National Geodetic Survey in June 1991..
 AG6385
 AG6385.This Tidal Bench Mark is designated as VM 11499
 AG6385.by the Center for Operational Oceanographic Products and Services.
 AG6385
 AG6385.The geoid height was determined by GEOID03.
 AG6385
 AG6385.The dynamic height is computed by dividing the NAVD 88
 AG6385.geopotential number by the normal gravity value computed on the
 AG6385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6385.degrees latitude (g = 980.6199 gals.).
 AG6385
 AG6385.The modeled gravity was interpolated from observed gravity values.
 AG6385
 AG6385;                    North         East    Units  Estimated Accuracy
 AG6385;SPC FL W     -   382,460.      158,010.      MT  (+/- 180 meters Scaled)
 AG6385
 AG6385                          SUPERSEDED SURVEY CONTROL
 AG6385
 AG6385.No superseded survey control is available for this station.
 AG6385
 AG6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594742(NAD 83)
 AG6385_MARKER: DB = BENCH MARK DISK
 AG6385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6385_SP_SET: SIDEWALK
 AG6385_STAMPING: 6537 A 1976
 AG6385_MARK LOGO: NOS   
 AG6385_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6385+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6385
 AG6385  HISTORY     - Date     Condition        Report By
 AG6385  HISTORY     - 1976     MONUMENTED       NGS
 AG6385  HISTORY     - 1982     GOOD             FLDNR
 AG6385  HISTORY     - 1990     GOOD             USPSQD
 AG6385  HISTORY     - 19900417 GOOD             FLDNR
 AG6385
 AG6385                          STATION DESCRIPTION
 AG6385
 AG6385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6385'IN APOLLO BEACH.
 AG6385'MARK WAS SET IN A CONCRETE SIDEWALK NEAR THE NORTHWEST CORNER OF THE
 AG6385'HOLIDAY INN OFF OF APOLLO BEACH.  MARK IS LOCATED AT THE HOLIDAY INN
 AG6385'AT THE END OF APOLLO BOULEVARD ON SURF SIDE BOULEVARD NEAR THE
 AG6385'NORTHWEST CORNER OF THE NORTH BUILDING NEAR THE CONCRETE BULKHEAD ON
 AG6385'TAMPA BAY, 28.2 FEET EAST OF THE NORTHWEST SIDE OF THE BUILDING.
 AG6385
 AG6385                          STATION RECOVERY (1982)
 AG6385
 AG6385'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6385'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6385'IN APOLLO BEACH, AT THE END OF APOLLO BOULEVARD ON SURFSIDE
 AG6385'BOULEVARD, AT THE HOLIDAY INN MOTEL,
 AG6385'28.2 FEET EAST OF THE NORTHWEST CORNER OF THE MOTEL, 32.8
 AG6385'FEET SOUTH OF THE CENTERLINE OF THE NORTH PARKING LOT, AND
 AG6385'IS SET IN THE HALLWAY SIDEWALK.
 AG6385
 AG6385                          STATION RECOVERY (1990)
 AG6385
 AG6385'RECOVERY NOTE BY US POWER SQUADRON 1990 (HC)
 AG6385'RECOVERED IN GOOD CONDITION.
 AG6385
 AG6385                          STATION RECOVERY (1990)
 AG6385
 AG6385'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6385'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6385'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY, FL.  GO SOUTH ON U.S.
 AG6385'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG6385'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND THE
 AG6385'HOLIDAY INN MOTEL, CONTINUE INTO THE HOLIDAY INN MOTEL PARKING LOT,
 AG6385'THE MARK IS LOCATED IN A CONCRETE SIDEWALK NEAR THE NORTHWEST CORNER
 AG6385'OF THE HOLIDAY INN MOTEL, 37.3 FT (11.37 M) SOUTHEAST OF THE SEAWALL,
 AG6385'4.3 FT (1.31 M) SOUTHWEST OF THE PARKING LOT CURB, 0.7 FT (0.21 M)
 AG6385'SOUTHEAST OF THE MOTEL AND IS SET IN THE SIDEWALK AT THE NORTHWEST
 AG6385'EDGE OF A BREEZEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6386 ***********************************************************************
 AG6386  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6386  DESIGNATION -  872 6537 B TIDAL
 AG6386  PID         -  AG6386
 AG6386  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6386  USGS QUAD   -  GIBSONTON (1987)
 AG6386
 AG6386                         *CURRENT SURVEY CONTROL
 AG6386  ___________________________________________________________________
 AG6386* NAD 83(1986)-  27 47 04.     (N)    082 25 32.     (W)     SCALED    
 AG6386* NAVD 88     -         2.357  (meters)       7.73   (feet)  ADJUSTED  
 AG6386  ___________________________________________________________________
 AG6386  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG6386  DYNAMIC HT  -           2.353 (meters)       7.72  (feet)  COMP
 AG6386  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 AG6386
 AG6386  VERT ORDER  -  SECOND    CLASS I
 AG6386
 AG6386.The horizontal coordinates were scaled from a topographic map and have
 AG6386.an estimated accuracy of +/- 6 seconds.
 AG6386
 AG6386.The orthometric height was determined by differential leveling
 AG6386.and adjusted by the National Geodetic Survey in June 1991..
 AG6386
 AG6386.This Tidal Bench Mark is designated as VM 11500
 AG6386.by the Center for Operational Oceanographic Products and Services.
 AG6386
 AG6386.The geoid height was determined by GEOID03.
 AG6386
 AG6386.The dynamic height is computed by dividing the NAVD 88
 AG6386.geopotential number by the normal gravity value computed on the
 AG6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6386.degrees latitude (g = 980.6199 gals.).
 AG6386
 AG6386.The modeled gravity was interpolated from observed gravity values.
 AG6386
 AG6386;                    North         East    Units  Estimated Accuracy
 AG6386;SPC FL W     -   382,400.      158,060.      MT  (+/- 180 meters Scaled)
 AG6386
 AG6386                          SUPERSEDED SURVEY CONTROL
 AG6386
 AG6386.No superseded survey control is available for this station.
 AG6386
 AG6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595741(NAD 83)
 AG6386_MARKER: DB = BENCH MARK DISK
 AG6386_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG6386_SP_SET: CONCRETE LIGHTPOST FOOTING
 AG6386_STAMPING: 6537 B 1976
 AG6386_MARK LOGO: NOS   
 AG6386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6386+STABILITY: SURFACE MOTION
 AG6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6386+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6386
 AG6386  HISTORY     - Date     Condition        Report By
 AG6386  HISTORY     - 1976     MONUMENTED       NGS
 AG6386  HISTORY     - 1982     GOOD             FLDNR
 AG6386  HISTORY     - 1990     GOOD             USPSQD
 AG6386  HISTORY     - 19900417 GOOD             FLDNR
 AG6386
 AG6386                          STATION DESCRIPTION
 AG6386
 AG6386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6386'IN APOLLO BEACH.
 AG6386'MARK IS SET IN A CONCRETE BASE OF A LIGHT POLE NORTHEAST OF THE MAIN
 AG6386'ENTRANCE TO THE HOLIDAY INN, IN THE MAIN PARKING LOT.
 AG6386
 AG6386                          STATION RECOVERY (1982)
 AG6386
 AG6386'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6386'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6386'IN APOLLO BEACH, AT THE END OF APOLLO BOULEVARD ON SURFSIDE
 AG6386'BOULEVARD, AT THE HOLIDAY INN MOTEL, THE MARK BEARS
 AG6386'34.8 FEET WEST OF THE CENTERLINE OF SURFSIDE BOULEVARD, AND 67.7
 AG6386'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE MOTEL
 AG6386'RESTAURANT.
 AG6386
 AG6386                          STATION RECOVERY (1990)
 AG6386
 AG6386'RECOVERY NOTE BY US POWER SQUADRON 1990 (EC)
 AG6386'RECOVERED IN GOOD CONDITION.
 AG6386
 AG6386                          STATION RECOVERY (1990)
 AG6386
 AG6386'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6386'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6386'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.GO SOUTH ON U.S. HIGHWAY
 AG6386'41, 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON APOLLO
 AG6386'BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND APOLLO
 AG6386'BLVD.  AT THE HOLIDAY INN MOTEL, CONTINUE INTO THE HOLIDAY INN MOTEL
 AG6386'PARKING LOT, THE MARK IS LOCATED IN A CONCRETE FOUNDATION FOR A LIGHT
 AG6386'POLE.  261.0 FT (79.55 M) NORTHEAST OF BENCH MARK 6537 B, 37.8 FT
 AG6386'(11.52 M) NORTHWEST OF THE CENTERLINE OF SURFSIDE BLVD, 75.8 FT
 AG6386'(23.10 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE HOLIDAY INN MOTEL,
 AG6386'2.0 FT (0.61 M) ABOVE THE PAVEMENT AND IN THE NORTHEAST CORNER OF THE
 AG6386'CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6387 ***********************************************************************
 AG6387  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6387  DESIGNATION -  872 6537 C TIDAL
 AG6387  PID         -  AG6387
 AG6387  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6387  USGS QUAD   -  GIBSONTON (1987)
 AG6387
 AG6387                         *CURRENT SURVEY CONTROL
 AG6387  ___________________________________________________________________
 AG6387* NAD 83(1986)-  27 47 02.     (N)    082 25 35.     (W)     SCALED    
 AG6387* NAVD 88     -         2.566  (meters)       8.42   (feet)  ADJUSTED  
 AG6387  ___________________________________________________________________
 AG6387  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG6387  DYNAMIC HT  -           2.562 (meters)       8.41  (feet)  COMP
 AG6387  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 AG6387
 AG6387  VERT ORDER  -  SECOND    CLASS I
 AG6387
 AG6387.The horizontal coordinates were scaled from a topographic map and have
 AG6387.an estimated accuracy of +/- 6 seconds.
 AG6387
 AG6387.The orthometric height was determined by differential leveling
 AG6387.and adjusted by the National Geodetic Survey in March 1995..
 AG6387
 AG6387.This Tidal Bench Mark is designated as VM 11501
 AG6387.by the Center for Operational Oceanographic Products and Services.
 AG6387
 AG6387.The geoid height was determined by GEOID03.
 AG6387
 AG6387.The dynamic height is computed by dividing the NAVD 88
 AG6387.geopotential number by the normal gravity value computed on the
 AG6387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6387.degrees latitude (g = 980.6199 gals.).
 AG6387
 AG6387.The modeled gravity was interpolated from observed gravity values.
 AG6387
 AG6387;                    North         East    Units  Estimated Accuracy
 AG6387;SPC FL W     -   382,330.      157,980.      MT  (+/- 180 meters Scaled)
 AG6387
 AG6387                          SUPERSEDED SURVEY CONTROL
 AG6387
 AG6387  NAVD 88 (06/15/91)    2.571  (m)            8.44   (f) UNKNOWN     2 1
 AG6387
 AG6387.Superseded values are not recommended for survey control.
 AG6387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6387.See file dsdata.txt to determine how the superseded data were derived.
 AG6387
 AG6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594740(NAD 83)
 AG6387_MARKER: DB = BENCH MARK DISK
 AG6387_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG6387_SP_SET: CONCRETE LIGHTPOST FOOTING
 AG6387_STAMPING: 6537 C 1976
 AG6387_MARK LOGO: NOS   
 AG6387_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6387+STABILITY: SURFACE MOTION
 AG6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6387+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6387
 AG6387  HISTORY     - Date     Condition        Report By
 AG6387  HISTORY     - 1976     MONUMENTED       NGS
 AG6387  HISTORY     - 1982     GOOD             FLDNR
 AG6387  HISTORY     - 1990     GOOD             USPSQD
 AG6387  HISTORY     - 19900417 GOOD             FLDNR
 AG6387
 AG6387                          STATION DESCRIPTION
 AG6387
 AG6387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6387'IN APOLLO BEACH.
 AG6387'MARK WAS SET IN THE NORTHEAST CORNER OF A CONCRETE LIGHT POLE IN THE
 AG6387'MAIN PARKING AREA OF THE HOLIDAY INN IN APOLLO BEACH, SOUTHEAST OF THE
 AG6387'MAIN ENTRANCE TO THE MOTEL.
 AG6387
 AG6387                          STATION RECOVERY (1982)
 AG6387
 AG6387'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6387'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6387'IN APOLLO BEACH, AT THE END OF APOLLO BOULEVARD ON SURFSIDE
 AG6387'BOULEVARD, AT THE HOLIDAY INN MOTEL, THE
 AG6387'MARK BEARS 36.4 FEET WEST OF THE CENTERLINE OF
 AG6387'SURFSIDE BOULEVARD AND 72.25 FEET SOUTH-SOUTHEAST OF
 AG6387'THE SOUTHEAST CORNER OF THE MOTEL RESTAURANT.
 AG6387
 AG6387                          STATION RECOVERY (1990)
 AG6387
 AG6387'RECOVERY NOTE BY US POWER SQUADRON 1990 (HC)
 AG6387'RECOVERED IN GOOD CONDITION.
 AG6387
 AG6387                          STATION RECOVERY (1990)
 AG6387
 AG6387'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6387'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6387'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.  GO SOUTH ON U.S.
 AG6387'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG6387'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND
 AG6387'APOLLO BEACH BLVD.  CONTINUE INTO THE HOLIDAY INN MOTEL PARKING LOT,
 AG6387'THE MARK IS LOCATED IN A CONCRETE FOUNDATION FOR A LIGHT POLE.  64.7
 AG6387'FT (19.72 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOLLIDAY INN
 AG6387'MOTEL, 36.4 FT (11.09 M) NORTHWEST OF THE CENTERLINE OF SURFSIDE
 AG6387'BLVD, 124.2 FT (37.86 M) NORTHEAST OF BENCH MARK 6537 E, 261.0 FT
 AG6387'(79.55 M) SOUTHWEST OF BENCH MARK 6537 B, AND 2.0 FT (0.61 M) ABOVE
 AG6387'THE PAVEMENT AND IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 AG6387'OF THE LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6388 ***********************************************************************
 AG6388  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6388  DESIGNATION -  872 6537 E TIDAL
 AG6388  PID         -  AG6388
 AG6388  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6388  USGS QUAD   -  GIBSONTON (1987)
 AG6388
 AG6388                         *CURRENT SURVEY CONTROL
 AG6388  ___________________________________________________________________
 AG6388* NAD 83(1986)-  27 47 01.     (N)    082 25 36.     (W)     SCALED    
 AG6388* NAVD 88     -         2.127  (meters)       6.98   (feet)  ADJUSTED  
 AG6388  ___________________________________________________________________
 AG6388  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG6388  DYNAMIC HT  -           2.124 (meters)       6.97  (feet)  COMP
 AG6388  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 AG6388
 AG6388  VERT ORDER  -  SECOND    CLASS I
 AG6388
 AG6388.The horizontal coordinates were scaled from a topographic map and have
 AG6388.an estimated accuracy of +/- 6 seconds.
 AG6388
 AG6388.The orthometric height was determined by differential leveling
 AG6388.and adjusted by the National Geodetic Survey in June 1991..
 AG6388
 AG6388.This Tidal Bench Mark is designated as VM 11502
 AG6388.by the Center for Operational Oceanographic Products and Services.
 AG6388
 AG6388.The geoid height was determined by GEOID03.
 AG6388
 AG6388.The dynamic height is computed by dividing the NAVD 88
 AG6388.geopotential number by the normal gravity value computed on the
 AG6388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6388.degrees latitude (g = 980.6199 gals.).
 AG6388
 AG6388.The modeled gravity was interpolated from observed gravity values.
 AG6388
 AG6388;                    North         East    Units  Estimated Accuracy
 AG6388;SPC FL W     -   382,300.      157,950.      MT  (+/- 180 meters Scaled)
 AG6388
 AG6388                          SUPERSEDED SURVEY CONTROL
 AG6388
 AG6388.No superseded survey control is available for this station.
 AG6388
 AG6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594740(NAD 83)
 AG6388_MARKER: DB = BENCH MARK DISK
 AG6388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6388_SP_SET: COPPER-CLAD STEEL ROD
 AG6388_STAMPING: 6537 E 1976
 AG6388_MARK LOGO: NOS   
 AG6388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6388+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6388
 AG6388  HISTORY     - Date     Condition        Report By
 AG6388  HISTORY     - 1976     MONUMENTED       NGS
 AG6388  HISTORY     - 1982     GOOD             FLDNR
 AG6388  HISTORY     - 1990     GOOD             USPSQD
 AG6388  HISTORY     - 19900417 GOOD             FLDNR
 AG6388
 AG6388                          STATION DESCRIPTION
 AG6388
 AG6388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6388'IN APOLLO BEACH.
 AG6388'STANDARD NOS BENCH MARK SET ATOP A COPPER ROD DRIVEN TO REFUSAL.
 AG6388'LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF SURF SIDE
 AG6388'BOULEVARD AND APOLLO BOULEVARD (SOUTH BOUND), 1 FOOT NORTH OF A
 AG6388'CONCRETE SUPPORT POLE AND 21 FEET NORTH OF THE CENTERLINE OF SURF SIDE
 AG6388'BOULEVARD
 AG6388
 AG6388                          STATION RECOVERY (1982)
 AG6388
 AG6388'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6388'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6388'IN APOLLO BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF APOLLO
 AG6388'BOULEVARD ON SURFSIDE BOULEVARD, 21 FEET (6.4 M) NORTH OF THE
 AG6388'CENTERLINE OF SURFSIDE BOULEVARD, 1.0 (0.3 M) NORTH OF A CONCRETE
 AG6388'SUPPORT POLE, AND SET ON THE TOP OF A COPPER ROD DRIVEN TO REFUSAL.
 AG6388
 AG6388                          STATION RECOVERY (1990)
 AG6388
 AG6388'RECOVERY NOTE BY US POWER SQUADRON 1990 (RC)
 AG6388'RECOVERED IN GOOD CONDITION.
 AG6388
 AG6388                          STATION RECOVERY (1990)
 AG6388
 AG6388'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6388'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6388'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.  GO SOUTH ON U.S.
 AG6388'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG6388'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND
 AG6388'APOLLO BLVD AT THE HOLIDAY INN MOTEL.  CONTINUE INTO THE HOLIDAY INN
 AG6388'MOTEL PARKING LOT, THE MARK IS LOCATED 44.75 FT (13.64 M) SOUTH OF
 AG6388'THE SOUTHEAST CORNER OF THE HOLIDAY INN MOTEL, 19.6 FT (5.97 M)
 AG6388'NORTHWEST OF THE CENTERLINE OF SURFSIDE BLVD, 124.2 FT (37.86 M)
 AG6388'SOUTHWEST OF BENCH MARK 6537 C, 0.9 FT (0.27 M) SOUTH OF A CARSONITE
 AG6388'WITTNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6389 ***********************************************************************
 AG6389  DESIGNATION -  872 6537 F TIDAL
 AG6389  PID         -  AG6389
 AG6389  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6389  USGS QUAD   -  GIBSONTON (1987)
 AG6389
 AG6389                         *CURRENT SURVEY CONTROL
 AG6389  ___________________________________________________________________
 AG6389* NAD 83(1986)-  27 46 57.     (N)    082 25 30.     (W)     SCALED    
 AG6389* NAVD 88     -         1.523  (meters)       5.00   (feet)  ADJUSTED  
 AG6389  ___________________________________________________________________
 AG6389  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG6389  DYNAMIC HT  -           1.521 (meters)       4.99  (feet)  COMP
 AG6389  MODELED GRAV-     979,166.7   (mgal)                       NAVD 88
 AG6389
 AG6389  VERT ORDER  -  SECOND    CLASS I
 AG6389
 AG6389.The horizontal coordinates were scaled from a topographic map and have
 AG6389.an estimated accuracy of +/- 6 seconds.
 AG6389
 AG6389.The orthometric height was determined by differential leveling
 AG6389.and adjusted by the National Geodetic Survey in June 1991..
 AG6389.WARNING-Repeat measurements at this control monument indicate possible
 AG6389.vertical movement.
 AG6389
 AG6389.The geoid height was determined by GEOID03.
 AG6389
 AG6389.The dynamic height is computed by dividing the NAVD 88
 AG6389.geopotential number by the normal gravity value computed on the
 AG6389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6389.degrees latitude (g = 980.6199 gals.).
 AG6389
 AG6389.The modeled gravity was interpolated from observed gravity values.
 AG6389
 AG6389;                    North         East    Units  Estimated Accuracy
 AG6389;SPC FL W     -   382,180.      158,120.      MT  (+/- 180 meters Scaled)
 AG6389
 AG6389                          SUPERSEDED SURVEY CONTROL
 AG6389
 AG6389.No superseded survey control is available for this station.
 AG6389
 AG6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL596739(NAD 83)
 AG6389_MARKER: DB = BENCH MARK DISK
 AG6389_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6389_STAMPING: 6537 F 1976
 AG6389_MARK LOGO: NOS   
 AG6389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6389
 AG6389  HISTORY     - Date     Condition        Report By
 AG6389  HISTORY     - 1976     MONUMENTED       NGS
 AG6389  HISTORY     - 1982     GOOD             FLDNR
 AG6389  HISTORY     - 19900616 MARK NOT FOUND   FLDNR
 AG6389
 AG6389                          STATION DESCRIPTION
 AG6389
 AG6389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6389'IN APOLLO BEACH.
 AG6389'STANDARD NOS BENCH  MARK SET ATOP A COPPER ROD DRIVEN TO REFUSAL. MARK
 AG6389'IS LOCATED ON APOLLO BOULEVARD (SOUTH BOUND) 27 FEET SOUTHWEST OF
 AG6389'CENTERLINE OF APOLLO BOULEVARD, AND 1.4 FEET SOUTHWEST OF A CONCRETE
 AG6389'SUPPORT POLE FOR THE 3RD POWER POLE SOUTH OF SURF SIDE BOULEVARD.
 AG6389
 AG6389                          STATION RECOVERY (1982)
 AG6389
 AG6389'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6389'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6389'IN APOLLO BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF APOLLO
 AG6389'BOULEVARD ON SURFSIDE BOULEVARD (SOUTH BOUND), 27 FEET (8.2 M)
 AG6389'SOUTHWEST OF THE CENTERLINE OF APOLLO BOULEVARD, 1.4 FEET (0.4 M)
 AG6389'SOUTHWEST OF A CONCRETE SUPPORT POLE FOR THE THIRD POWER POLE SOUTH
 AG6389'OF SURFSIDE BOULEVARD, AND SET ON THE TOP OF A COPPER ROD DRIVEN TO
 AG6389'REFUSAL.
 AG6389
 AG6389                          STATION RECOVERY (1990)
 AG6389
 AG6389'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6389'MARK WAS SEARCHED FOR BUT NOT FOUND.  CONCRETE SUPPORT POST MISSING.
 AG6389'THE MARK MAY STILL BE PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9409 ***********************************************************************
 AG9409  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9409  DESIGNATION -  872 6537 G TIDAL
 AG9409  PID         -  AG9409
 AG9409  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9409  USGS QUAD   -  GIBSONTON (1987)
 AG9409
 AG9409                         *CURRENT SURVEY CONTROL
 AG9409  ___________________________________________________________________
 AG9409* NAD 83(1986)-  27 47 04.     (N)    082 25 32.     (W)     SCALED    
 AG9409* NAVD 88     -         1.489  (meters)       4.89   (feet)  ADJUSTED  
 AG9409  ___________________________________________________________________
 AG9409  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG9409  DYNAMIC HT  -           1.487 (meters)       4.88  (feet)  COMP
 AG9409  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 AG9409
 AG9409  VERT ORDER  -  SECOND    CLASS I
 AG9409
 AG9409.The horizontal coordinates were scaled from a topographic map and have
 AG9409.an estimated accuracy of +/- 6 seconds.
 AG9409
 AG9409.The orthometric height was determined by differential leveling
 AG9409.and adjusted by the National Geodetic Survey in March 1995..
 AG9409
 AG9409.This Tidal Bench Mark is designated as VM 11503
 AG9409.by the Center for Operational Oceanographic Products and Services.
 AG9409
 AG9409.The geoid height was determined by GEOID03.
 AG9409
 AG9409.The dynamic height is computed by dividing the NAVD 88
 AG9409.geopotential number by the normal gravity value computed on the
 AG9409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9409.degrees latitude (g = 980.6199 gals.).
 AG9409
 AG9409.The modeled gravity was interpolated from observed gravity values.
 AG9409
 AG9409;                    North         East    Units  Estimated Accuracy
 AG9409;SPC FL W     -   382,400.      158,060.      MT  (+/- 180 meters Scaled)
 AG9409
 AG9409                          SUPERSEDED SURVEY CONTROL
 AG9409
 AG9409.No superseded survey control is available for this station.
 AG9409
 AG9409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595741(NAD 83)
 AG9409_MARKER: I = METAL ROD
 AG9409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9409_SP_SET: STAINLESS STEEL ROD
 AG9409_STAMPING: 6537 G 1990
 AG9409_MARK LOGO: NOS   
 AG9409_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9409+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9409
 AG9409  HISTORY     - Date     Condition        Report By
 AG9409  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9409
 AG9409                          STATION DESCRIPTION
 AG9409
 AG9409'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9409'THE MARK IS LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM
 AG9409'THE POST OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.GO SOUTH ON U.S.
 AG9409'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG9409'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND
 AG9409'APLLLO BLVD.  TURN LEFT AND GO SOUTH ON SURFSIDE BLVD 0.1 MI (0.16
 AG9409'KM) TURN LEFT AND GO EAST ON APOLLO BLVD 0.15 MI (0.24 KM) TO THE
 AG9409'MARK ON THE RIGHT.  THE MARK IS LOCATED, 0.15 MI (0.24 KM) SOUTH OF
 AG9409'BENCH MARK 6537 E , 31.6 FT (9.63 M) SOUTHWEST OF THE CENTERLINE OF
 AG9409'APOLLO BLVD, 69.8 FT (21.28 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AG9409'CONCRETE BLOCK BUILDING, 3.8 FT (1.16 M) SOUTH OF A POWER POLE, 1.8
 AG9409'FT (0.55 M) NORTHWEST OF A CARSONITE WITTNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7417 ***********************************************************************
 AG7417  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7417  DESIGNATION -  872 6538 A TIDAL
 AG7417  PID         -  AG7417
 AG7417  STATE/COUNTY-  FL/PINELLAS
 AG7417  USGS QUAD   -  SEMINOLE (1995)
 AG7417
 AG7417                         *CURRENT SURVEY CONTROL
 AG7417  ___________________________________________________________________
 AG7417* NAD 83(1986)-  27 47 19.     (N)    082 45 13.     (W)     SCALED    
 AG7417* NAVD 88     -         1.424  (meters)       4.67   (feet)  ADJUSTED  
 AG7417  ___________________________________________________________________
 AG7417  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7417  DYNAMIC HT  -           1.422 (meters)       4.67  (feet)  COMP
 AG7417  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AG7417
 AG7417  VERT ORDER  -  SECOND    CLASS I
 AG7417
 AG7417.The horizontal coordinates were scaled from a topographic map and have
 AG7417.an estimated accuracy of +/- 6 seconds.
 AG7417
 AG7417.The orthometric height was determined by differential leveling
 AG7417.and adjusted by the National Geodetic Survey in June 1991..
 AG7417
 AG7417.This Tidal Bench Mark is designated as VM 6547
 AG7417.by the Center for Operational Oceanographic Products and Services.
 AG7417
 AG7417.The geoid height was determined by GEOID03.
 AG7417
 AG7417.The dynamic height is computed by dividing the NAVD 88
 AG7417.geopotential number by the normal gravity value computed on the
 AG7417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7417.degrees latitude (g = 980.6199 gals.).
 AG7417
 AG7417.The modeled gravity was interpolated from observed gravity values.
 AG7417
 AG7417;                    North         East    Units  Estimated Accuracy
 AG7417;SPC FL W     -   383,010.      125,730.      MT  (+/- 180 meters Scaled)
 AG7417
 AG7417                          SUPERSEDED SURVEY CONTROL
 AG7417
 AG7417  NGVD 29 (??/??/92)    1.694  (m)            5.56   (f) ADJ UNCH    2 1
 AG7417
 AG7417.Superseded values are not recommended for survey control.
 AG7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7417.See file dsdata.txt to determine how the superseded data were derived.
 AG7417
 AG7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272750(NAD 83)
 AG7417_MARKER: DJ = TIDAL STATION DISK
 AG7417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7417_SP_SET: CONCRETE PIER WALKWAY
 AG7417_STAMPING: 6538 A 1976
 AG7417_MARK LOGO: NOS   
 AG7417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7417
 AG7417  HISTORY     - Date     Condition        Report By
 AG7417  HISTORY     - 1976     MONUMENTED       NOS
 AG7417  HISTORY     - 1982     GOOD             FLDNR
 AG7417  HISTORY     - 19990105 GOOD             USPSQD
 AG7417
 AG7417                          STATION DESCRIPTION
 AG7417
 AG7417'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7417'IN ST PETERSBURG.
 AG7417'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7417'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK
 AG7417'STREET TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST
 AG7417'0.05 MILE TO A PARKING LOT AND THE MARK.  THE MARK BEARS 62.4
 AG7417'FEET WEST OF THE NORTHEAST CORNER OF THE PIER AND 0.5 FOOT SOUTH
 AG7417'OF THE NORTH RAIL OF THE PIER.
 AG7417
 AG7417                          STATION RECOVERY (1999)
 AG7417
 AG7417'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7416 ***********************************************************************
 AG7416  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7416  DESIGNATION -  872 6538 B TIDAL
 AG7416  PID         -  AG7416
 AG7416  STATE/COUNTY-  FL/PINELLAS
 AG7416  USGS QUAD   -  SEMINOLE (1995)
 AG7416
 AG7416                         *CURRENT SURVEY CONTROL
 AG7416  ___________________________________________________________________
 AG7416* NAD 83(1986)-  27 47 19.     (N)    082 45 13.     (W)     SCALED    
 AG7416* NAVD 88     -         1.496  (meters)       4.91   (feet)  ADJUSTED  
 AG7416  ___________________________________________________________________
 AG7416  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7416  DYNAMIC HT  -           1.494 (meters)       4.90  (feet)  COMP
 AG7416  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AG7416
 AG7416  VERT ORDER  -  SECOND    CLASS I
 AG7416
 AG7416.The horizontal coordinates were scaled from a topographic map and have
 AG7416.an estimated accuracy of +/- 6 seconds.
 AG7416
 AG7416.The orthometric height was determined by differential leveling
 AG7416.and adjusted by the National Geodetic Survey in June 1991..
 AG7416
 AG7416.This Tidal Bench Mark is designated as VM 6548
 AG7416.by the Center for Operational Oceanographic Products and Services.
 AG7416
 AG7416.The geoid height was determined by GEOID03.
 AG7416
 AG7416.The dynamic height is computed by dividing the NAVD 88
 AG7416.geopotential number by the normal gravity value computed on the
 AG7416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7416.degrees latitude (g = 980.6199 gals.).
 AG7416
 AG7416.The modeled gravity was interpolated from observed gravity values.
 AG7416
 AG7416;                    North         East    Units  Estimated Accuracy
 AG7416;SPC FL W     -   383,010.      125,730.      MT  (+/- 180 meters Scaled)
 AG7416
 AG7416                          SUPERSEDED SURVEY CONTROL
 AG7416
 AG7416  NGVD 29 (??/??/92)    1.766  (m)            5.79   (f) ADJ UNCH    2 1
 AG7416
 AG7416.Superseded values are not recommended for survey control.
 AG7416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7416.See file dsdata.txt to determine how the superseded data were derived.
 AG7416
 AG7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272750(NAD 83)
 AG7416_MARKER: DJ = TIDAL STATION DISK
 AG7416_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7416_SP_SET: PIER FOOTING
 AG7416_STAMPING: 6538 B 1976
 AG7416_MARK LOGO: NOS   
 AG7416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7416+STABILITY: SURFACE MOTION
 AG7416
 AG7416  HISTORY     - Date     Condition        Report By
 AG7416  HISTORY     - 1976     MONUMENTED       NOS
 AG7416  HISTORY     - 1982     GOOD             FLDNR
 AG7416  HISTORY     - 19990105 GOOD             USPSQD
 AG7416
 AG7416                          STATION DESCRIPTION
 AG7416
 AG7416'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7416'IN ST PETERSBURG.
 AG7416'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7416'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK STREET
 AG7416'TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST 0.05
 AG7416'MILE TO A PARKING LOT AND THE MARK.  THE MARK IS NEAR THE NORTHWEST
 AG7416'CORNER OF THE PARKING LOT AND IS IN THE 12-INCH WIDE CONCRETE FOOTING
 AG7416'AT THE EAST END OF A CONCRETE PIER.
 AG7416
 AG7416                          STATION RECOVERY (1999)
 AG7416
 AG7416'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7415 ***********************************************************************
 AG7415  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7415  DESIGNATION -  872 6538 C TIDAL
 AG7415  PID         -  AG7415
 AG7415  STATE/COUNTY-  FL/PINELLAS
 AG7415  USGS QUAD   -  SEMINOLE (1995)
 AG7415
 AG7415                         *CURRENT SURVEY CONTROL
 AG7415  ___________________________________________________________________
 AG7415* NAD 83(1986)-  27 47 19.     (N)    082 45 13.     (W)     SCALED    
 AG7415* NAVD 88     -         1.083  (meters)       3.55   (feet)  ADJUSTED  
 AG7415  ___________________________________________________________________
 AG7415  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7415  DYNAMIC HT  -           1.082 (meters)       3.55  (feet)  COMP
 AG7415  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AG7415
 AG7415  VERT ORDER  -  SECOND    CLASS I
 AG7415
 AG7415.The horizontal coordinates were scaled from a topographic map and have
 AG7415.an estimated accuracy of +/- 6 seconds.
 AG7415
 AG7415.The orthometric height was determined by differential leveling
 AG7415.and adjusted by the National Geodetic Survey in June 1991..
 AG7415
 AG7415.This Tidal Bench Mark is designated as VM 6549
 AG7415.by the Center for Operational Oceanographic Products and Services.
 AG7415
 AG7415.The geoid height was determined by GEOID03.
 AG7415
 AG7415.The dynamic height is computed by dividing the NAVD 88
 AG7415.geopotential number by the normal gravity value computed on the
 AG7415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7415.degrees latitude (g = 980.6199 gals.).
 AG7415
 AG7415.The modeled gravity was interpolated from observed gravity values.
 AG7415
 AG7415;                    North         East    Units  Estimated Accuracy
 AG7415;SPC FL W     -   383,010.      125,730.      MT  (+/- 180 meters Scaled)
 AG7415
 AG7415                          SUPERSEDED SURVEY CONTROL
 AG7415
 AG7415  NGVD 29 (??/??/92)    1.354  (m)            4.44   (f) ADJ UNCH    2 1
 AG7415
 AG7415.Superseded values are not recommended for survey control.
 AG7415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7415.See file dsdata.txt to determine how the superseded data were derived.
 AG7415
 AG7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272750(NAD 83)
 AG7415_MARKER: DJ = TIDAL STATION DISK
 AG7415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7415_SP_SET: CONCRETE WALL
 AG7415_STAMPING: 6538 C 1976
 AG7415_MARK LOGO: NOS   
 AG7415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7415
 AG7415  HISTORY     - Date     Condition        Report By
 AG7415  HISTORY     - 1976     MONUMENTED       NOS
 AG7415  HISTORY     - 1982     GOOD             FLDNR
 AG7415  HISTORY     - 19990105 GOOD             USPSQD
 AG7415
 AG7415                          STATION DESCRIPTION
 AG7415
 AG7415'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7415'IN ST PETERSBURG.
 AG7415'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7415'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK STREET
 AG7415'TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST 0.05 MILE
 AG7415'TO A PARKING LOT AND THE MARK.  THE MARK IS NEAR THE SOUTHWEST
 AG7415'CORNER OF THE PARKING LOT, 13 FEET WEST OF A CONCRETE LAMP POLE,
 AG7415'115 FEET SOUTH OF TIDAL BENCH MARK 6538 B 1976, AND IS SET IN THE
 AG7415'TOP OF THE CONCRETE MEDIAN WALL BETWEEN TWO BOAT RAMPS.
 AG7415
 AG7415                          STATION RECOVERY (1999)
 AG7415
 AG7415'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7414 ***********************************************************************
 AG7414  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7414  DESIGNATION -  872 6538 E TIDAL
 AG7414  PID         -  AG7414
 AG7414  STATE/COUNTY-  FL/PINELLAS
 AG7414  USGS QUAD   -  SEMINOLE (1995)
 AG7414
 AG7414                         *CURRENT SURVEY CONTROL
 AG7414  ___________________________________________________________________
 AG7414* NAD 83(1986)-  27 47 19.     (N)    082 45 13.     (W)     SCALED    
 AG7414* NAVD 88     -         1.673  (meters)       5.49   (feet)  ADJUSTED  
 AG7414  ___________________________________________________________________
 AG7414  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7414  DYNAMIC HT  -           1.670 (meters)       5.48  (feet)  COMP
 AG7414  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AG7414
 AG7414  VERT ORDER  -  SECOND    CLASS I
 AG7414
 AG7414.The horizontal coordinates were scaled from a topographic map and have
 AG7414.an estimated accuracy of +/- 6 seconds.
 AG7414
 AG7414.The orthometric height was determined by differential leveling
 AG7414.and adjusted by the National Geodetic Survey in June 1991..
 AG7414
 AG7414.This Tidal Bench Mark is designated as VM 6550
 AG7414.by the Center for Operational Oceanographic Products and Services.
 AG7414
 AG7414.The geoid height was determined by GEOID03.
 AG7414
 AG7414.The dynamic height is computed by dividing the NAVD 88
 AG7414.geopotential number by the normal gravity value computed on the
 AG7414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7414.degrees latitude (g = 980.6199 gals.).
 AG7414
 AG7414.The modeled gravity was interpolated from observed gravity values.
 AG7414
 AG7414;                    North         East    Units  Estimated Accuracy
 AG7414;SPC FL W     -   383,010.      125,730.      MT  (+/- 180 meters Scaled)
 AG7414
 AG7414                          SUPERSEDED SURVEY CONTROL
 AG7414
 AG7414  NGVD 29 (??/??/92)    1.943  (m)            6.37   (f) ADJ UNCH    2 1
 AG7414
 AG7414.Superseded values are not recommended for survey control.
 AG7414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7414.See file dsdata.txt to determine how the superseded data were derived.
 AG7414
 AG7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272750(NAD 83)
 AG7414_MARKER: DJ = TIDAL STATION DISK
 AG7414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7414_SP_SET: CONCRETE STAIRWAY
 AG7414_STAMPING: 6538 E 1976
 AG7414_MARK LOGO: NOS   
 AG7414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7414
 AG7414  HISTORY     - Date     Condition        Report By
 AG7414  HISTORY     - 1976     MONUMENTED       NOS
 AG7414  HISTORY     - 1982     GOOD             FLDNR
 AG7414  HISTORY     - 19990105 GOOD             USPSQD
 AG7414
 AG7414                          STATION DESCRIPTION
 AG7414
 AG7414'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7414'IN ST PETERSBURG.
 AG7414'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7414'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK STREET
 AG7414'TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST 0.05
 AG7414'MILE TO A PARKING LOT AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7414'OF THE STAIRWAY AT THE SOUTHEAST CORNER OF A PUMPING STATION, 4.5
 AG7414'FEET NORTH OF THE SOUTHEAST CORNER, 0.5 FOOT EAST OF THE PUMPING
 AG7414'STATION WALL, AND 200 FEET EAST-NORTHEAST OF TIDAL BENCH MARK 6538
 AG7414'C 1976.
 AG7414
 AG7414                          STATION RECOVERY (1999)
 AG7414
 AG7414'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7413 ***********************************************************************
 AG7413  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7413  DESIGNATION -  872 6538 F TIDAL
 AG7413  PID         -  AG7413
 AG7413  STATE/COUNTY-  FL/PINELLAS
 AG7413  USGS QUAD   -  SEMINOLE (1995)
 AG7413
 AG7413                         *CURRENT SURVEY CONTROL
 AG7413  ___________________________________________________________________
 AG7413* NAD 83(1986)-  27 47 19.     (N)    082 45 13.     (W)     SCALED    
 AG7413* NAVD 88     -         1.797  (meters)       5.90   (feet)  ADJUSTED  
 AG7413  ___________________________________________________________________
 AG7413  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7413  DYNAMIC HT  -           1.794 (meters)       5.89  (feet)  COMP
 AG7413  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AG7413
 AG7413  VERT ORDER  -  SECOND    CLASS I
 AG7413
 AG7413.The horizontal coordinates were scaled from a topographic map and have
 AG7413.an estimated accuracy of +/- 6 seconds.
 AG7413
 AG7413.The orthometric height was determined by differential leveling
 AG7413.and adjusted by the National Geodetic Survey in June 1991..
 AG7413
 AG7413.This Tidal Bench Mark is designated as VM 6551
 AG7413.by the Center for Operational Oceanographic Products and Services.
 AG7413
 AG7413.The geoid height was determined by GEOID03.
 AG7413
 AG7413.The dynamic height is computed by dividing the NAVD 88
 AG7413.geopotential number by the normal gravity value computed on the
 AG7413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7413.degrees latitude (g = 980.6199 gals.).
 AG7413
 AG7413.The modeled gravity was interpolated from observed gravity values.
 AG7413
 AG7413;                    North         East    Units  Estimated Accuracy
 AG7413;SPC FL W     -   383,010.      125,730.      MT  (+/- 180 meters Scaled)
 AG7413
 AG7413                          SUPERSEDED SURVEY CONTROL
 AG7413
 AG7413  NGVD 29 (??/??/92)    2.067  (m)            6.78   (f) ADJ UNCH    2 1
 AG7413
 AG7413.Superseded values are not recommended for survey control.
 AG7413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7413.See file dsdata.txt to determine how the superseded data were derived.
 AG7413
 AG7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272750(NAD 83)
 AG7413_MARKER: DJ = TIDAL STATION DISK
 AG7413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7413_SP_SET: COPPER-CLAD STEEL ROD
 AG7413_STAMPING: 6538 F 1976
 AG7413_MARK LOGO: NOS   
 AG7413_PROJECTION: FLUSH
 AG7413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7413_ROD/PIPE-DEPTH: 12.2 meters
 AG7413
 AG7413  HISTORY     - Date     Condition        Report By
 AG7413  HISTORY     - 1976     MONUMENTED       NOS
 AG7413  HISTORY     - 1982     GOOD             FLDNR
 AG7413  HISTORY     - 19990105 GOOD             USPSQD
 AG7413
 AG7413                          STATION DESCRIPTION
 AG7413
 AG7413'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7413'IN ST PETERSBURG.
 AG7413'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7413'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK
 AG7413'STREET TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST
 AG7413'0.05 MILE TO PARKING LOT AND THE MARK.  THE MARK BEARS 30 FEET SOUTH
 AG7413'OF THE CENTER OF THE DRIVE TO THE PARKING LOT, 2.5 FEET NORTHWEST OF
 AG7413'A POWER POLE, AND 70 FEET NORTHEAST OF TIDAL BENCH MARK 6538 E 1976.
 AG7413
 AG7413                          STATION RECOVERY (1999)
 AG7413
 AG7413'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7597 ***********************************************************************
 AG7597  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7597  DESIGNATION -  872 6539 A TIDAL
 AG7597  PID         -  AG7597
 AG7597  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7597  USGS QUAD   -  GIBSONTON (1987)
 AG7597
 AG7597                         *CURRENT SURVEY CONTROL
 AG7597  ___________________________________________________________________
 AG7597* NAD 83(1986)-  27 46 53.     (N)    082 24 04.     (W)     SCALED    
 AG7597* NAVD 88     -         0.420  (meters)       1.38   (feet)  ADJUSTED  
 AG7597  ___________________________________________________________________
 AG7597  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AG7597  DYNAMIC HT  -           0.420 (meters)       1.38  (feet)  COMP
 AG7597  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 AG7597
 AG7597  VERT ORDER  -  SECOND    CLASS I
 AG7597
 AG7597.The horizontal coordinates were scaled from a topographic map and have
 AG7597.an estimated accuracy of +/- 6 seconds.
 AG7597
 AG7597.The orthometric height was determined by differential leveling
 AG7597.and adjusted by the National Geodetic Survey in June 1991..
 AG7597
 AG7597.This Tidal Bench Mark is designated as VM 6552
 AG7597.by the Center for Operational Oceanographic Products and Services.
 AG7597
 AG7597.The geoid height was determined by GEOID03.
 AG7597
 AG7597.The dynamic height is computed by dividing the NAVD 88
 AG7597.geopotential number by the normal gravity value computed on the
 AG7597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7597.degrees latitude (g = 980.6199 gals.).
 AG7597
 AG7597.The modeled gravity was interpolated from observed gravity values.
 AG7597
 AG7597;                    North         East    Units  Estimated Accuracy
 AG7597;SPC FL W     -   382,050.      160,470.      MT  (+/- 180 meters Scaled)
 AG7597
 AG7597                          SUPERSEDED SURVEY CONTROL
 AG7597
 AG7597.No superseded survey control is available for this station.
 AG7597
 AG7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL619737(NAD 83)
 AG7597_MARKER: DJ = TIDAL STATION DISK
 AG7597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7597_SP_SET: COPPER-CLAD STEEL ROD
 AG7597_STAMPING: 6539 A 1977
 AG7597_MARK LOGO: NOS   
 AG7597_PROJECTION: PROJECTING 8 CENTIMETERS
 AG7597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7597_ROD/PIPE-DEPTH: 12.2 meters
 AG7597
 AG7597  HISTORY     - Date     Condition        Report By
 AG7597  HISTORY     - 1977     MONUMENTED       NOS
 AG7597  HISTORY     - 1982     GOOD             FLDNR
 AG7597
 AG7597                          STATION DESCRIPTION
 AG7597
 AG7597'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7597'IN APOLLO BEACH.
 AG7597'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7597'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7597'THE JUNCTION OF DICKMAN DRIVE, GO 0.5 MILE NORTH ON
 AG7597'DICKMAN DRIVE TO THE MARK.
 AG7597'THE MARK IS ALONG THE NORTH BANK OF NEWMAN BRANCH CREEK,
 AG7597'17 FEET NORTH OF THE APPROXIMATE HIGH-WATER LINE, 230
 AG7597'FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE OVER THE
 AG7597'CREEK, AND 0.8 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7596 ***********************************************************************
 AG7596  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7596  DESIGNATION -  872 6539 B TIDAL
 AG7596  PID         -  AG7596
 AG7596  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7596  USGS QUAD   -  GIBSONTON (1987)
 AG7596
 AG7596                         *CURRENT SURVEY CONTROL
 AG7596  ___________________________________________________________________
 AG7596* NAD 83(1986)-  27 46 53.     (N)    082 24 02.     (W)     SCALED    
 AG7596* NAVD 88     -         2.496  (meters)       8.19   (feet)  ADJUSTED  
 AG7596  ___________________________________________________________________
 AG7596  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AG7596  DYNAMIC HT  -           2.492 (meters)       8.18  (feet)  COMP
 AG7596  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 AG7596
 AG7596  VERT ORDER  -  SECOND    CLASS I
 AG7596
 AG7596.The horizontal coordinates were scaled from a topographic map and have
 AG7596.an estimated accuracy of +/- 6 seconds.
 AG7596
 AG7596.The orthometric height was determined by differential leveling
 AG7596.and adjusted by the National Geodetic Survey in June 1991..
 AG7596
 AG7596.This Tidal Bench Mark is designated as VM 6553
 AG7596.by the Center for Operational Oceanographic Products and Services.
 AG7596
 AG7596.The geoid height was determined by GEOID03.
 AG7596
 AG7596.The dynamic height is computed by dividing the NAVD 88
 AG7596.geopotential number by the normal gravity value computed on the
 AG7596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7596.degrees latitude (g = 980.6199 gals.).
 AG7596
 AG7596.The modeled gravity was interpolated from observed gravity values.
 AG7596
 AG7596;                    North         East    Units  Estimated Accuracy
 AG7596;SPC FL W     -   382,050.      160,520.      MT  (+/- 180 meters Scaled)
 AG7596
 AG7596                          SUPERSEDED SURVEY CONTROL
 AG7596
 AG7596.No superseded survey control is available for this station.
 AG7596
 AG7596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620737(NAD 83)
 AG7596_MARKER: DJ = TIDAL STATION DISK
 AG7596_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7596_SP_SET: CONCRETE BRIDGE ABUTMENT
 AG7596_STAMPING: 6539 B 1977
 AG7596_MARK LOGO: NOS   
 AG7596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7596+STABILITY: SURFACE MOTION
 AG7596
 AG7596  HISTORY     - Date     Condition        Report By
 AG7596  HISTORY     - 1977     MONUMENTED       NOS
 AG7596  HISTORY     - 1977     GOOD             USPSQD
 AG7596  HISTORY     - 1982     GOOD             FLDNR
 AG7596
 AG7596                          STATION DESCRIPTION
 AG7596
 AG7596'DESCRIBED BY US POWER SQUADRON 1977 (RC)
 AG7596'RECOVERED IN GOOD CONDITION.
 AG7596
 AG7596                          STATION RECOVERY (1982)
 AG7596
 AG7596'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7596'IN APOLLO BEACH.
 AG7596'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7596'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7596'THE JUNCTION OF DICKMAN DRIVE, GO 0.5 MILE NORTH ON
 AG7596'DICKMAN DRIVE TO THE MARK.
 AG7596'THE MARK BEARS 21 FEET WEST OF THE CENTERLINE OF DICKMAN
 AG7596'DRIVE, 61 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND
 AG7596'IS SET IN THE ABUTMENT AT THE NORTHWEST CORNER OF THE
 AG7596'BRIDGE OVER NEWMAN BRANCH CREEK.
 AG7596'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7598 ***********************************************************************
 AG7598  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7598  DESIGNATION -  872 6539 C TIDAL
 AG7598  PID         -  AG7598
 AG7598  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7598  USGS QUAD   -  GIBSONTON (1987)
 AG7598
 AG7598                         *CURRENT SURVEY CONTROL
 AG7598  ___________________________________________________________________
 AG7598* NAD 83(1986)-  27 46 53.     (N)    082 24 02.     (W)     SCALED    
 AG7598* NAVD 88     -         2.501  (meters)       8.21   (feet)  ADJUSTED  
 AG7598  ___________________________________________________________________
 AG7598  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AG7598  DYNAMIC HT  -           2.498 (meters)       8.20  (feet)  COMP
 AG7598  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 AG7598
 AG7598  VERT ORDER  -  SECOND    CLASS I
 AG7598
 AG7598.The horizontal coordinates were scaled from a topographic map and have
 AG7598.an estimated accuracy of +/- 6 seconds.
 AG7598
 AG7598.The orthometric height was determined by differential leveling
 AG7598.and adjusted by the National Geodetic Survey in June 1991..
 AG7598
 AG7598.This Tidal Bench Mark is designated as VM 6554
 AG7598.by the Center for Operational Oceanographic Products and Services.
 AG7598
 AG7598.The geoid height was determined by GEOID03.
 AG7598
 AG7598.The dynamic height is computed by dividing the NAVD 88
 AG7598.geopotential number by the normal gravity value computed on the
 AG7598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7598.degrees latitude (g = 980.6199 gals.).
 AG7598
 AG7598.The modeled gravity was interpolated from observed gravity values.
 AG7598
 AG7598;                    North         East    Units  Estimated Accuracy
 AG7598;SPC FL W     -   382,050.      160,520.      MT  (+/- 180 meters Scaled)
 AG7598
 AG7598                          SUPERSEDED SURVEY CONTROL
 AG7598
 AG7598.No superseded survey control is available for this station.
 AG7598
 AG7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620737(NAD 83)
 AG7598_MARKER: DJ = TIDAL STATION DISK
 AG7598_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7598_SP_SET: CONCRETE BRIDGE ABUTMENT
 AG7598_STAMPING: 6539 C 1977
 AG7598_MARK LOGO: NOS   
 AG7598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7598+STABILITY: SURFACE MOTION
 AG7598
 AG7598  HISTORY     - Date     Condition        Report By
 AG7598  HISTORY     - 1977     MONUMENTED       NOS
 AG7598  HISTORY     - 1982     GOOD             FLDNR
 AG7598  HISTORY     - 1991     GOOD             USPSQD
 AG7598
 AG7598                          STATION DESCRIPTION
 AG7598
 AG7598'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7598'IN APOLLO BEACH.
 AG7598'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7598'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7598'THE JUNCTION OF DICKMAN DRIVE, GO 0.5 MILE NORTH ON
 AG7598'DICKMAN DRIVE TO THE MARK.
 AG7598'THE MARK IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER
 AG7598'OF THE BRIDGE OVER NEWMAN BRANCH CREEK, 2.2 FEET EAST
 AG7598'OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 20 FEET EAST
 AG7598'OF THE CENTERLINE OF DICKMAN DRIVE.
 AG7598'THE MARK IS 1 FT BELOW ROAD.
 AG7598
 AG7598                          STATION RECOVERY (1991)
 AG7598
 AG7598'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 AG7598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7599 ***********************************************************************
 AG7599  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7599  DESIGNATION -  872 6539 E TIDAL
 AG7599  PID         -  AG7599
 AG7599  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7599  USGS QUAD   -  GIBSONTON (1987)
 AG7599
 AG7599                         *CURRENT SURVEY CONTROL
 AG7599  ___________________________________________________________________
 AG7599* NAD 83(1986)-  27 46 39.     (N)    082 24 02.     (W)     SCALED    
 AG7599* NAVD 88     -         2.503  (meters)       8.21   (feet)  ADJUSTED  
 AG7599  ___________________________________________________________________
 AG7599  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG7599  DYNAMIC HT  -           2.499 (meters)       8.20  (feet)  COMP
 AG7599  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 AG7599
 AG7599  VERT ORDER  -  SECOND    CLASS I
 AG7599
 AG7599.The horizontal coordinates were scaled from a topographic map and have
 AG7599.an estimated accuracy of +/- 6 seconds.
 AG7599
 AG7599.The orthometric height was determined by differential leveling
 AG7599.and adjusted by the National Geodetic Survey in June 1991..
 AG7599
 AG7599.This Tidal Bench Mark is designated as VM 6555
 AG7599.by the Center for Operational Oceanographic Products and Services.
 AG7599
 AG7599.The geoid height was determined by GEOID03.
 AG7599
 AG7599.The dynamic height is computed by dividing the NAVD 88
 AG7599.geopotential number by the normal gravity value computed on the
 AG7599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7599.degrees latitude (g = 980.6199 gals.).
 AG7599
 AG7599.The modeled gravity was interpolated from observed gravity values.
 AG7599
 AG7599;                    North         East    Units  Estimated Accuracy
 AG7599;SPC FL W     -   381,620.      160,520.      MT  (+/- 180 meters Scaled)
 AG7599
 AG7599                          SUPERSEDED SURVEY CONTROL
 AG7599
 AG7599.No superseded survey control is available for this station.
 AG7599
 AG7599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620733(NAD 83)
 AG7599_MARKER: DJ = TIDAL STATION DISK
 AG7599_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7599_SP_SET: CONCRETE BRIDGE ABUTMENT
 AG7599_STAMPING: 6539 E 1977
 AG7599_MARK LOGO: NOS   
 AG7599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7599+STABILITY: SURFACE MOTION
 AG7599
 AG7599  HISTORY     - Date     Condition        Report By
 AG7599  HISTORY     - 1977     MONUMENTED       NOS
 AG7599  HISTORY     - 1982     GOOD             FLDNR
 AG7599
 AG7599                          STATION DESCRIPTION
 AG7599
 AG7599'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7599'IN APOLLO BEACH.
 AG7599'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7599'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7599'THE JUNCTION OF DICKMAN DRIVE, GO 0.2 MILE NORTH ON
 AG7599'DICKMAN DRIVE TO THE MARK.
 AG7599'THE MARK IS SET IN THE ABUTMENT OF A SMALL BRIDGE OVER A
 AG7599'CANAL, 2 FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE,
 AG7599'20 FEET WEST OF THE CENTERLINE OF DICKMAN DRIVE, AND 61
 AG7599'FEET NORTH OF THE SOUTH END OF THE BRIDGE.
 AG7599'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7600 ***********************************************************************
 AG7600  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7600  DESIGNATION -  872 6539 F TIDAL
 AG7600  PID         -  AG7600
 AG7600  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7600  USGS QUAD   -  GIBSONTON (1987)
 AG7600
 AG7600                         *CURRENT SURVEY CONTROL
 AG7600  ___________________________________________________________________
 AG7600* NAD 83(1986)-  27 46 39.     (N)    082 24 02.     (W)     SCALED    
 AG7600* NAVD 88     -         2.523  (meters)       8.28   (feet)  ADJUSTED  
 AG7600  ___________________________________________________________________
 AG7600  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG7600  DYNAMIC HT  -           2.519 (meters)       8.26  (feet)  COMP
 AG7600  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 AG7600
 AG7600  VERT ORDER  -  SECOND    CLASS I
 AG7600
 AG7600.The horizontal coordinates were scaled from a topographic map and have
 AG7600.an estimated accuracy of +/- 6 seconds.
 AG7600
 AG7600.The orthometric height was determined by differential leveling
 AG7600.and adjusted by the National Geodetic Survey in June 1991..
 AG7600
 AG7600.This Tidal Bench Mark is designated as VM 6556
 AG7600.by the Center for Operational Oceanographic Products and Services.
 AG7600
 AG7600.The geoid height was determined by GEOID03.
 AG7600
 AG7600.The dynamic height is computed by dividing the NAVD 88
 AG7600.geopotential number by the normal gravity value computed on the
 AG7600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7600.degrees latitude (g = 980.6199 gals.).
 AG7600
 AG7600.The modeled gravity was interpolated from observed gravity values.
 AG7600
 AG7600;                    North         East    Units  Estimated Accuracy
 AG7600;SPC FL W     -   381,620.      160,520.      MT  (+/- 180 meters Scaled)
 AG7600
 AG7600                          SUPERSEDED SURVEY CONTROL
 AG7600
 AG7600.No superseded survey control is available for this station.
 AG7600
 AG7600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620733(NAD 83)
 AG7600_MARKER: DJ = TIDAL STATION DISK
 AG7600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7600_SP_SET: CONCRETE BRIDGE ABUTMENT
 AG7600_STAMPING: 6539 F 1977
 AG7600_MARK LOGO: NOS   
 AG7600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7600+STABILITY: SURFACE MOTION
 AG7600
 AG7600  HISTORY     - Date     Condition        Report By
 AG7600  HISTORY     - 1977     MONUMENTED       NOS
 AG7600  HISTORY     - 1982     GOOD             FLDNR
 AG7600
 AG7600                          STATION DESCRIPTION
 AG7600
 AG7600'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7600'IN APOLLO BEACH.
 AG7600'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7600'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7600'THE JUNCTION OF DICKMAN DRIVE, GO 0.2 MILE NORTH ON
 AG7600'DICKMAN DRIVE TO THE MARK.
 AG7600'THE MARK IS SET IN THE ABUTMENT OF A SMALL BRIDGE OVER A
 AG7600'CANAL, 2.2 FEET EAST OF THE SOUTHEAST CORNER OF THE BRIDGE,
 AG7600'AND 20 FEET EAST OF THE CENTERLINE OF DICKMAN DRIVE.
 AG7600'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5433 ***********************************************************************
 AG5433  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5433  DESIGNATION -  872 6557 TIDAL 1
 AG5433  PID         -  AG5433
 AG5433  STATE/COUNTY-  FL/PINELLAS
 AG5433  USGS QUAD   -  SEMINOLE (1995)
 AG5433
 AG5433                         *CURRENT SURVEY CONTROL
 AG5433  ___________________________________________________________________
 AG5433* NAD 83(1986)-  27 48 25.     (N)    082 47 41.     (W)     SCALED    
 AG5433* NAVD 88     -         1.406  (meters)       4.61   (feet)  ADJUSTED  
 AG5433  ___________________________________________________________________
 AG5433  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG5433  DYNAMIC HT  -           1.404 (meters)       4.61  (feet)  COMP
 AG5433  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AG5433
 AG5433  VERT ORDER  -  SECOND    CLASS 0
 AG5433
 AG5433.The horizontal coordinates were scaled from a topographic map and have
 AG5433.an estimated accuracy of +/- 6 seconds.
 AG5433
 AG5433.The orthometric height was determined by differential leveling
 AG5433.and adjusted by the National Geodetic Survey in June 1991..
 AG5433
 AG5433.This Tidal Bench Mark is designated as VM 14247
 AG5433.by the Center for Operational Oceanographic Products and Services.
 AG5433
 AG5433.The geoid height was determined by GEOID03.
 AG5433
 AG5433.The dynamic height is computed by dividing the NAVD 88
 AG5433.geopotential number by the normal gravity value computed on the
 AG5433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5433.degrees latitude (g = 980.6199 gals.).
 AG5433
 AG5433.The modeled gravity was interpolated from observed gravity values.
 AG5433
 AG5433;                    North         East    Units  Estimated Accuracy
 AG5433;SPC FL W     -   385,070.      121,690.      MT  (+/- 180 meters Scaled)
 AG5433
 AG5433                          SUPERSEDED SURVEY CONTROL
 AG5433
 AG5433  NGVD 29 (??/??/92)    1.677  (m)            5.50   (f) ADJ UNCH    2 0
 AG5433
 AG5433.Superseded values are not recommended for survey control.
 AG5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5433.See file dsdata.txt to determine how the superseded data were derived.
 AG5433
 AG5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232771(NAD 83)
 AG5433_MARKER: DJ = TIDAL STATION DISK
 AG5433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5433_SP_SET: BRIDGE ABUTMENT
 AG5433_STAMPING: NO 1
 AG5433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5433
 AG5433  HISTORY     - Date     Condition        Report By
 AG5433  HISTORY     - UNK      MONUMENTED       CGS
 AG5433  HISTORY     - 1958     GOOD             NGS
 AG5433
 AG5433                          STATION DESCRIPTION
 AG5433
 AG5433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AG5433'AT MADERIA BEACH.
 AG5433'AT MADERIA BEACH, AT THE NORTHEAST END OF THE DRAW SPAN OF THE
 AG5433'WELCH CAUSEWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AG5433'NORTHEAST ABUTMENT OF THE DRAW SPAN, 12 FT. SOUTHEAST OF THE
 AG5433'CENTER LINE OF THE BRIDGE, 8 FT. BELOW THE LEVEL OF THE BRIDGE
 AG5433'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5432 ***********************************************************************
 AG5432  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5432  DESIGNATION -  872 6557 TIDAL 2
 AG5432  PID         -  AG5432
 AG5432  STATE/COUNTY-  FL/PINELLAS
 AG5432  USGS QUAD   -  SEMINOLE (1995)
 AG5432
 AG5432                         *CURRENT SURVEY CONTROL
 AG5432  ___________________________________________________________________
 AG5432* NAD 83(1986)-  27 48 27.     (N)    082 47 39.     (W)     SCALED    
 AG5432* NAVD 88     -         2.588  (meters)       8.49   (feet)  ADJUSTED  
 AG5432  ___________________________________________________________________
 AG5432  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG5432  DYNAMIC HT  -           2.585 (meters)       8.48  (feet)  COMP
 AG5432  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AG5432
 AG5432  VERT ORDER  -  SECOND    CLASS 0
 AG5432
 AG5432.The horizontal coordinates were scaled from a topographic map and have
 AG5432.an estimated accuracy of +/- 6 seconds.
 AG5432
 AG5432.The orthometric height was determined by differential leveling
 AG5432.and adjusted by the National Geodetic Survey in June 1991..
 AG5432
 AG5432.This Tidal Bench Mark is designated as VM 14248
 AG5432.by the Center for Operational Oceanographic Products and Services.
 AG5432
 AG5432.The geoid height was determined by GEOID03.
 AG5432
 AG5432.The dynamic height is computed by dividing the NAVD 88
 AG5432.geopotential number by the normal gravity value computed on the
 AG5432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5432.degrees latitude (g = 980.6199 gals.).
 AG5432
 AG5432.The modeled gravity was interpolated from observed gravity values.
 AG5432
 AG5432;                    North         East    Units  Estimated Accuracy
 AG5432;SPC FL W     -   385,130.      121,750.      MT  (+/- 180 meters Scaled)
 AG5432
 AG5432                          SUPERSEDED SURVEY CONTROL
 AG5432
 AG5432  NGVD 29 (??/??/92)    2.859  (m)            9.38   (f) ADJ UNCH    2 0
 AG5432
 AG5432.Superseded values are not recommended for survey control.
 AG5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5432.See file dsdata.txt to determine how the superseded data were derived.
 AG5432
 AG5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232771(NAD 83)
 AG5432_MARKER: DB = BENCH MARK DISK
 AG5432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5432_SP_SET: CURB
 AG5432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5432
 AG5432  HISTORY     - Date     Condition        Report By
 AG5432  HISTORY     - UNK      MONUMENTED       CGS
 AG5432  HISTORY     - 1975     POOR             NGS
 AG5432
 AG5432                          STATION DESCRIPTION
 AG5432
 AG5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG5432'AT MADERIA BEACH.
 AG5432'AT MADERIA BEACH, 0.1 MILE SOUTHWEST OF THE MADERIA SHOPPING
 AG5432'CENTER, 0.5 MILE NORTHEAST OF THE WATER TANK IN MADERIA BEACH,
 AG5432'9 FEET SOUTHEAST OF THE CENTER OF REMAINING ROAD APPROACH TO
 AG5432'THE DESTROYED BRIDGE AND IN TOP OF THE NORTHEAST END OF THE
 AG5432'SOUTHEAST CONCRETE CURB OF THE STRUCTURE.  TO THE NORTHWEST IS
 AG5432'A NEW BRIDGE THAT WAS CONSTRUCTED ABOUT 5 YEARS AGO, AND THAT
 AG5432'IS THE LOCATION OF RESET MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5434 ***********************************************************************
 AG5434  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5434  DESIGNATION -  872 6557 TIDAL 3
 AG5434  PID         -  AG5434
 AG5434  STATE/COUNTY-  FL/PINELLAS
 AG5434  USGS QUAD   -  SEMINOLE (1995)
 AG5434
 AG5434                         *CURRENT SURVEY CONTROL
 AG5434  ___________________________________________________________________
 AG5434* NAD 83(1986)-  27 48 22.     (N)    082 47 45.     (W)     SCALED    
 AG5434* NAVD 88     -         2.622  (meters)       8.60   (feet)  ADJUSTED  
 AG5434  ___________________________________________________________________
 AG5434  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG5434  DYNAMIC HT  -           2.618 (meters)       8.59  (feet)  COMP
 AG5434  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AG5434
 AG5434  VERT ORDER  -  SECOND    CLASS 0
 AG5434
 AG5434.The horizontal coordinates were scaled from a topographic map and have
 AG5434.an estimated accuracy of +/- 6 seconds.
 AG5434
 AG5434.The orthometric height was determined by differential leveling
 AG5434.and adjusted by the National Geodetic Survey in June 1991..
 AG5434
 AG5434.This Tidal Bench Mark is designated as VM 14249
 AG5434.by the Center for Operational Oceanographic Products and Services.
 AG5434
 AG5434.The geoid height was determined by GEOID03.
 AG5434
 AG5434.The dynamic height is computed by dividing the NAVD 88
 AG5434.geopotential number by the normal gravity value computed on the
 AG5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5434.degrees latitude (g = 980.6199 gals.).
 AG5434
 AG5434.The modeled gravity was interpolated from observed gravity values.
 AG5434
 AG5434;                    North         East    Units  Estimated Accuracy
 AG5434;SPC FL W     -   384,980.      121,580.      MT  (+/- 180 meters Scaled)
 AG5434
 AG5434                          SUPERSEDED SURVEY CONTROL
 AG5434
 AG5434  NGVD 29 (??/??/92)    2.893  (m)            9.49   (f) ADJ UNCH    2 0
 AG5434
 AG5434.Superseded values are not recommended for survey control.
 AG5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5434.See file dsdata.txt to determine how the superseded data were derived.
 AG5434
 AG5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL230770(NAD 83)
 AG5434_MARKER: DJ = TIDAL STATION DISK
 AG5434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5434_SP_SET: CURB
 AG5434_STAMPING: NO 3
 AG5434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5434
 AG5434  HISTORY     - Date     Condition        Report By
 AG5434  HISTORY     - UNK      MONUMENTED       CGS
 AG5434  HISTORY     - 1975     GOOD             NGS
 AG5434
 AG5434                          STATION DESCRIPTION
 AG5434
 AG5434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG5434'AT MADERIA BEACH.
 AG5434'AT MADERIA BEACH, 0.2 MILE SOUTHWEST OF THE MADERIA SHOPPING
 AG5434'CENTER, 0.4 MILE NORTHEAST OF THE WATER TANK IN MADERIA BEACH,
 AG5434'62.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE NEW BRIDGE,
 AG5434'45 FEET EAST OF THE NEW BRIDGE ON OLD SEA WALL, 9 FEET SOUTHEAST
 AG5434'OF THE CENTER OF REMAINS OF APPROACH ROAD TO BRIDGE, 6 FEET
 AG5434'NORTH OF THE CENTER OF A 20-INCH TREE AND A DISK SET IN A DRILL
 AG5434'HOLE IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 AG5434'CURB.  NOTE-- A NEW BRIDGE HAS BEEN CONSTRUCTED TO THE NORTHWEST
 AG5434'OF ORIGINAL BRIDGE AND THE OLD BRIDGE HAS BEEN DISMANTELED.  ALL
 AG5434'THAT REMAINS IS THE APPROACH ROADWAY TO THE DESTROYED BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7605 ***********************************************************************
 AG7605  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7605  DESIGNATION -  872 6562 A TIDAL
 AG7605  PID         -  AG7605
 AG7605  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7605  USGS QUAD   -  GIBSONTON (1987)
 AG7605
 AG7605                         *CURRENT SURVEY CONTROL
 AG7605  ___________________________________________________________________
 AG7605* NAD 83(1986)-  27 48 23.     (N)    082 24 39.     (W)     SCALED    
 AG7605* NAVD 88     -         2.799  (meters)       9.18   (feet)  ADJUSTED  
 AG7605  ___________________________________________________________________
 AG7605  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AG7605  DYNAMIC HT  -           2.795 (meters)       9.17  (feet)  COMP
 AG7605  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 AG7605
 AG7605  VERT ORDER  -  SECOND    CLASS I
 AG7605
 AG7605.The horizontal coordinates were scaled from a topographic map and have
 AG7605.an estimated accuracy of +/- 6 seconds.
 AG7605
 AG7605.The orthometric height was determined by differential leveling
 AG7605.and adjusted by the National Geodetic Survey in June 1991..
 AG7605
 AG7605.This Tidal Bench Mark is designated as VM 6557
 AG7605.by the Center for Operational Oceanographic Products and Services.
 AG7605
 AG7605.The geoid height was determined by GEOID03.
 AG7605
 AG7605.The dynamic height is computed by dividing the NAVD 88
 AG7605.geopotential number by the normal gravity value computed on the
 AG7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7605.degrees latitude (g = 980.6199 gals.).
 AG7605
 AG7605.The modeled gravity was interpolated from observed gravity values.
 AG7605
 AG7605;                    North         East    Units  Estimated Accuracy
 AG7605;SPC FL W     -   384,820.      159,520.      MT  (+/- 180 meters Scaled)
 AG7605
 AG7605                          SUPERSEDED SURVEY CONTROL
 AG7605
 AG7605.No superseded survey control is available for this station.
 AG7605
 AG7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL610765(NAD 83)
 AG7605_MARKER: DJ = TIDAL STATION DISK
 AG7605_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7605+WITH SETTING: PAVEMENT
 AG7605_SP_SET: CONCRETE SLAB
 AG7605_STAMPING: 6562 A 1977
 AG7605_MARK LOGO: NOS   
 AG7605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7605+STABILITY: SURFACE MOTION
 AG7605
 AG7605  HISTORY     - Date     Condition        Report By
 AG7605  HISTORY     - 1977     MONUMENTED       NOS
 AG7605  HISTORY     - 1982     GOOD             FLDNR
 AG7605
 AG7605                          STATION DESCRIPTION
 AG7605
 AG7605'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7605'5.15 MI SOUTH FROM GIBSONTON.
 AG7605'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7605'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7605'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7605'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7605'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7605'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7605'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7605'ITS WEST END AND THE MARK.
 AG7605'THE MARK IS AT THE WEST END OF THE DOCK LOADING RAIL, 21 FEET EAST
 AG7605'FROM THE WEST END OF THE DOCK, 14 FEET SOUTH OF THE WESTERNMOST
 AG7605'BOLLARD, 67 FEET NORTH OF THE CENTERLINE OF A BLACK-TOP ROAD, AND
 AG7605'98 FEET NORTH-NORTHWEST OF TIDAL BENCH MARK 6562 B 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7604 ***********************************************************************
 AG7604  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7604  DESIGNATION -  872 6562 B TIDAL
 AG7604  PID         -  AG7604
 AG7604  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7604  USGS QUAD   -  GIBSONTON (1987)
 AG7604
 AG7604                         *CURRENT SURVEY CONTROL
 AG7604  ___________________________________________________________________
 AG7604* NAD 83(1986)-  27 48 21.     (N)    082 24 37.     (W)     SCALED    
 AG7604* NAVD 88     -         2.441  (meters)       8.01   (feet)  ADJUSTED  
 AG7604  ___________________________________________________________________
 AG7604  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AG7604  DYNAMIC HT  -           2.437 (meters)       8.00  (feet)  COMP
 AG7604  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 AG7604
 AG7604  VERT ORDER  -  SECOND    CLASS I
 AG7604
 AG7604.The horizontal coordinates were scaled from a topographic map and have
 AG7604.an estimated accuracy of +/- 6 seconds.
 AG7604
 AG7604.The orthometric height was determined by differential leveling
 AG7604.and adjusted by the National Geodetic Survey in June 1991..
 AG7604
 AG7604.This Tidal Bench Mark is designated as VM 6558
 AG7604.by the Center for Operational Oceanographic Products and Services.
 AG7604
 AG7604.The geoid height was determined by GEOID03.
 AG7604
 AG7604.The dynamic height is computed by dividing the NAVD 88
 AG7604.geopotential number by the normal gravity value computed on the
 AG7604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7604.degrees latitude (g = 980.6199 gals.).
 AG7604
 AG7604.The modeled gravity was interpolated from observed gravity values.
 AG7604
 AG7604;                    North         East    Units  Estimated Accuracy
 AG7604;SPC FL W     -   384,760.      159,570.      MT  (+/- 180 meters Scaled)
 AG7604
 AG7604                          SUPERSEDED SURVEY CONTROL
 AG7604
 AG7604.No superseded survey control is available for this station.
 AG7604
 AG7604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL610764(NAD 83)
 AG7604_MARKER: DJ = TIDAL STATION DISK
 AG7604_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7604+WITH SETTING: PAVEMENT
 AG7604_SP_SET: CONCRETE SLAB
 AG7604_STAMPING: 6562 B 1977
 AG7604_MARK LOGO: NOS   
 AG7604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7604+STABILITY: SURFACE MOTION
 AG7604
 AG7604  HISTORY     - Date     Condition        Report By
 AG7604  HISTORY     - 1977     MONUMENTED       NOS
 AG7604  HISTORY     - 1982     GOOD             FLDNR
 AG7604
 AG7604                          STATION DESCRIPTION
 AG7604
 AG7604'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7604'5.15 MI SOUTH FROM GIBSONTON.
 AG7604'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7604'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7604'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7604'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7604'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7604'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7604'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7604'ITS WEST END AND THE MARK.
 AG7604'THE MARK IS ON A 12-FOOT BY 11-FOOT CONCRETE SLAB FOR A BOLLARD,
 AG7604'26.7 FEET SOUTH OF THE CENTERLINE OF A BLACK-TOP ROAD, 98 FEET
 AG7604'SOUTH-SOUTHEAST OF TIDAL BENCH MARK 6562 A 1977, AND 4.7 FEET
 AG7604'NORTH OF THE BOLLARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7603 ***********************************************************************
 AG7603  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7603  DESIGNATION -  872 6562 C TIDAL
 AG7603  PID         -  AG7603
 AG7603  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7603  USGS QUAD   -  GIBSONTON (1987)
 AG7603
 AG7603                         *CURRENT SURVEY CONTROL
 AG7603  ___________________________________________________________________
 AG7603* NAD 83(1986)-  27 48 23.     (N)    082 24 35.     (W)     SCALED    
 AG7603* NAVD 88     -         2.421  (meters)       7.94   (feet)  ADJUSTED  
 AG7603  ___________________________________________________________________
 AG7603  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AG7603  DYNAMIC HT  -           2.417 (meters)       7.93  (feet)  COMP
 AG7603  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 AG7603
 AG7603  VERT ORDER  -  SECOND    CLASS I
 AG7603
 AG7603.The horizontal coordinates were scaled from a topographic map and have
 AG7603.an estimated accuracy of +/- 6 seconds.
 AG7603
 AG7603.The orthometric height was determined by differential leveling
 AG7603.and adjusted by the National Geodetic Survey in June 1991..
 AG7603
 AG7603.This Tidal Bench Mark is designated as VM 6559
 AG7603.by the Center for Operational Oceanographic Products and Services.
 AG7603
 AG7603.The geoid height was determined by GEOID03.
 AG7603
 AG7603.The dynamic height is computed by dividing the NAVD 88
 AG7603.geopotential number by the normal gravity value computed on the
 AG7603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7603.degrees latitude (g = 980.6199 gals.).
 AG7603
 AG7603.The modeled gravity was interpolated from observed gravity values.
 AG7603
 AG7603;                    North         East    Units  Estimated Accuracy
 AG7603;SPC FL W     -   384,820.      159,630.      MT  (+/- 180 meters Scaled)
 AG7603
 AG7603                          SUPERSEDED SURVEY CONTROL
 AG7603
 AG7603.No superseded survey control is available for this station.
 AG7603
 AG7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL611765(NAD 83)
 AG7603_MARKER: DJ = TIDAL STATION DISK
 AG7603_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7603+WITH SETTING: PAVEMENT
 AG7603_SP_SET: CONCRETE SLAB
 AG7603_STAMPING: 6562 C 1977
 AG7603_MARK LOGO: NOS   
 AG7603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7603+STABILITY: SURFACE MOTION
 AG7603
 AG7603  HISTORY     - Date     Condition        Report By
 AG7603  HISTORY     - 1977     MONUMENTED       NOS
 AG7603  HISTORY     - 1982     GOOD             FLDNR
 AG7603
 AG7603                          STATION DESCRIPTION
 AG7603
 AG7603'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7603'5.15 MI SOUTH FROM GIBSONTON.
 AG7603'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7603'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7603'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7603'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7603'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7603'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7603'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7603'ITS WEST END AND THE MARK.
 AG7603'THE MARK IS SET IN THE CONCRETE SLAB FOR THE 4TH BOLLARD FROM THE
 AG7603'WEST END OF THE DOCK, 2.9 FEET SOUTHWEST OF THE BOLLARD, 6.9 FEET
 AG7603'SOUTH OF THE NORTH EDGE OF THE DOCK, 10.9 FEET NORTH OF THE DOCK
 AG7603'LOADING RAIL, 58 FEET NORTH OF THE CENTERLINE OF A BLACK-TOP ROAD,
 AG7603'AND 300 FEET WEST-NORTHWEST OF TIDAL BENCH MARK 6562 E 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7601 ***********************************************************************
 AG7601  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7601  DESIGNATION -  872 6562 E TIDAL
 AG7601  PID         -  AG7601
 AG7601  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7601  USGS QUAD   -  GIBSONTON (1987)
 AG7601
 AG7601                         *CURRENT SURVEY CONTROL
 AG7601  ___________________________________________________________________
 AG7601* NAD 83(1986)-  27 48 22.     (N)    082 24 32.     (W)     SCALED    
 AG7601* NAVD 88     -         2.447  (meters)       8.03   (feet)  ADJUSTED  
 AG7601  ___________________________________________________________________
 AG7601  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AG7601  DYNAMIC HT  -           2.444 (meters)       8.02  (feet)  COMP
 AG7601  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 AG7601
 AG7601  VERT ORDER  -  SECOND    CLASS I
 AG7601
 AG7601.The horizontal coordinates were scaled from a topographic map and have
 AG7601.an estimated accuracy of +/- 6 seconds.
 AG7601
 AG7601.The orthometric height was determined by differential leveling
 AG7601.and adjusted by the National Geodetic Survey in June 1991..
 AG7601
 AG7601.This Tidal Bench Mark is designated as VM 6560
 AG7601.by the Center for Operational Oceanographic Products and Services.
 AG7601
 AG7601.The geoid height was determined by GEOID03.
 AG7601
 AG7601.The dynamic height is computed by dividing the NAVD 88
 AG7601.geopotential number by the normal gravity value computed on the
 AG7601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7601.degrees latitude (g = 980.6199 gals.).
 AG7601
 AG7601.The modeled gravity was interpolated from observed gravity values.
 AG7601
 AG7601;                    North         East    Units  Estimated Accuracy
 AG7601;SPC FL W     -   384,790.      159,710.      MT  (+/- 180 meters Scaled)
 AG7601
 AG7601                          SUPERSEDED SURVEY CONTROL
 AG7601
 AG7601.No superseded survey control is available for this station.
 AG7601
 AG7601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL612765(NAD 83)
 AG7601_MARKER: DJ = TIDAL STATION DISK
 AG7601_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7601+WITH SETTING: PAVEMENT
 AG7601_SP_SET: CONCRETE SLAB
 AG7601_STAMPING: 6562 E 1977
 AG7601_MARK LOGO: NOS   
 AG7601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7601+STABILITY: SURFACE MOTION
 AG7601
 AG7601  HISTORY     - Date     Condition        Report By
 AG7601  HISTORY     - 1977     MONUMENTED       NOS
 AG7601  HISTORY     - 1982     GOOD             FLDNR
 AG7601
 AG7601                          STATION DESCRIPTION
 AG7601
 AG7601'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7601'5.15 MI SOUTH FROM GIBSONTON.
 AG7601'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7601'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7601'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7601'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7601'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7601'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7601'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7601'ITS WEST END AND THE MARK.
 AG7601'THE MARK IS IN A 12-FOOT BY 11-FOOT CONCRETE SLAB FOR A BOLLARD,
 AG7601'4.4 FEET NORTHWEST OF THE BOLLARD, 30.6 FEET SOUTH OF THE CENTERLINE
 AG7601'OF A BLACK-TOP ROAD, 61 FEET EAST OF A FIRE HYDRANT, AND 300 FEET
 AG7601'EAST-SOUTHEAST OF TIDAL BENCH MARK 6562 C 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7602 ***********************************************************************
 AG7602  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7602  DESIGNATION -  872 6562 F TIDAL
 AG7602  PID         -  AG7602
 AG7602  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7602  USGS QUAD   -  GIBSONTON (1987)
 AG7602
 AG7602                         *CURRENT SURVEY CONTROL
 AG7602  ___________________________________________________________________
 AG7602* NAD 83(1986)-  27 48 23.     (N)    082 24 30.     (W)     SCALED    
 AG7602* NAVD 88     -         2.480  (meters)       8.14   (feet)  ADJUSTED  
 AG7602  ___________________________________________________________________
 AG7602  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AG7602  DYNAMIC HT  -           2.476 (meters)       8.12  (feet)  COMP
 AG7602  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 AG7602
 AG7602  VERT ORDER  -  SECOND    CLASS I
 AG7602
 AG7602.The horizontal coordinates were scaled from a topographic map and have
 AG7602.an estimated accuracy of +/- 6 seconds.
 AG7602
 AG7602.The orthometric height was determined by differential leveling
 AG7602.and adjusted by the National Geodetic Survey in June 1991..
 AG7602
 AG7602.This Tidal Bench Mark is designated as VM 6561
 AG7602.by the Center for Operational Oceanographic Products and Services.
 AG7602
 AG7602.The geoid height was determined by GEOID03.
 AG7602
 AG7602.The dynamic height is computed by dividing the NAVD 88
 AG7602.geopotential number by the normal gravity value computed on the
 AG7602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7602.degrees latitude (g = 980.6199 gals.).
 AG7602
 AG7602.The modeled gravity was interpolated from observed gravity values.
 AG7602
 AG7602;                    North         East    Units  Estimated Accuracy
 AG7602;SPC FL W     -   384,820.      159,770.      MT  (+/- 180 meters Scaled)
 AG7602
 AG7602                          SUPERSEDED SURVEY CONTROL
 AG7602
 AG7602.No superseded survey control is available for this station.
 AG7602
 AG7602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL612765(NAD 83)
 AG7602_MARKER: DJ = TIDAL STATION DISK
 AG7602_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7602+WITH SETTING: PAVEMENT
 AG7602_SP_SET: CONCRETE SLAB
 AG7602_STAMPING: 6562 F 1977
 AG7602_MARK LOGO: NOS   
 AG7602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7602+STABILITY: SURFACE MOTION
 AG7602
 AG7602  HISTORY     - Date     Condition        Report By
 AG7602  HISTORY     - 1977     MONUMENTED       NOS
 AG7602  HISTORY     - 1982     GOOD             FLDNR
 AG7602
 AG7602                          STATION DESCRIPTION
 AG7602
 AG7602'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7602'5.15 MI SOUTH FROM GIBSONTON.
 AG7602'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7602'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7602'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7602'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7602'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7602'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7602'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7602'ITS WEST END AND THE MARK.
 AG7602'THE MARK IS IN THE CONCRETE BASE FOR THE 7TH BOLLARD FROM THE WEST
 AG7602'END OF THE DOCK, 2.3 FEET SOUTHWEST OF THE BOLLARD, 6.9 FEET SOUTH
 AG7602'OF THE NORTH EDGE OF THE DOCK, 10.3 FEET NORTH OF THE DOCK LOADING
 AG7602'RAIL, AND 57 FEET NORTH OF THE CENTERLINE OF A BLACK-TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7421 ***********************************************************************
 AG7421  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7421  DESIGNATION -  872 6568 A TIDAL
 AG7421  PID         -  AG7421
 AG7421  STATE/COUNTY-  FL/PINELLAS
 AG7421  USGS QUAD   -  SEMINOLE (1995)
 AG7421
 AG7421                         *CURRENT SURVEY CONTROL
 AG7421  ___________________________________________________________________
 AG7421* NAD 83(1986)-  27 48 55.     (N)    082 45 53.     (W)     SCALED    
 AG7421* NAVD 88     -         1.196  (meters)       3.92   (feet)  ADJUSTED  
 AG7421  ___________________________________________________________________
 AG7421  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG7421  DYNAMIC HT  -           1.194 (meters)       3.92  (feet)  COMP
 AG7421  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AG7421
 AG7421  VERT ORDER  -  SECOND    CLASS I
 AG7421
 AG7421.The horizontal coordinates were scaled from a topographic map and have
 AG7421.an estimated accuracy of +/- 6 seconds.
 AG7421
 AG7421.The orthometric height was determined by differential leveling
 AG7421.and adjusted by the National Geodetic Survey in June 1991..
 AG7421
 AG7421.This Tidal Bench Mark is designated as VM 6562
 AG7421.by the Center for Operational Oceanographic Products and Services.
 AG7421
 AG7421.The geoid height was determined by GEOID03.
 AG7421
 AG7421.The dynamic height is computed by dividing the NAVD 88
 AG7421.geopotential number by the normal gravity value computed on the
 AG7421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7421.degrees latitude (g = 980.6199 gals.).
 AG7421
 AG7421.The modeled gravity was interpolated from observed gravity values.
 AG7421
 AG7421;                    North         East    Units  Estimated Accuracy
 AG7421;SPC FL W     -   385,970.      124,660.      MT  (+/- 180 meters Scaled)
 AG7421
 AG7421                          SUPERSEDED SURVEY CONTROL
 AG7421
 AG7421  NGVD 29 (??/??/92)    1.464  (m)            4.80   (f) ADJ UNCH    2 1
 AG7421
 AG7421.Superseded values are not recommended for survey control.
 AG7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7421.See file dsdata.txt to determine how the superseded data were derived.
 AG7421
 AG7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL261779(NAD 83)
 AG7421_MARKER: DJ = TIDAL STATION DISK
 AG7421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7421_SP_SET: CONCRETE BASE FOR BOAT HOIST
 AG7421_STAMPING: 6568 A 1976
 AG7421_MARK LOGO: NOS   
 AG7421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7421
 AG7421  HISTORY     - Date     Condition        Report By
 AG7421  HISTORY     - 1976     MONUMENTED       NOS
 AG7421  HISTORY     - 1982     GOOD             FLDNR
 AG7421
 AG7421                          STATION DESCRIPTION
 AG7421
 AG7421'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7421'1.2 MI NW FROM ST PETERSBURG.
 AG7421'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7421'AND STATE ROAD 695 (PARK STREET), GO 1.0 MILE WESTERLY ON TYRONE
 AG7421'BOULEVARD (ALSO KNOWN AS BAY PINES BOULEVARD) TO THE ENTRANCE TO
 AG7421'THE HARBOR LIGHTS CLUB TRAILER PARK, GO 0.2 MILE NORTH ON 92ND
 AG7421'STREET TO THE BAYSIDE MARINA AND THE MARK.  THE MARK BEARS 3.7
 AG7421'FEET SOUTH OF THE SEAWALL IN FRONT OF THE BOAT HOIST, 14 FEET
 AG7421'EAST OF THE SOUTHWEST CORNER OF THE MARINA SEAWALL, AND 91 FEET
 AG7421'EAST OF TIDAL BENCH MARK 6568 B 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7420 ***********************************************************************
 AG7420  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7420  DESIGNATION -  872 6568 B TIDAL
 AG7420  PID         -  AG7420
 AG7420  STATE/COUNTY-  FL/PINELLAS
 AG7420  USGS QUAD   -  SEMINOLE (1995)
 AG7420
 AG7420                         *CURRENT SURVEY CONTROL
 AG7420  ___________________________________________________________________
 AG7420* NAD 83(1986)-  27 48 55.     (N)    082 45 53.     (W)     SCALED    
 AG7420* NAVD 88     -         1.761  (meters)       5.78   (feet)  ADJUSTED  
 AG7420  ___________________________________________________________________
 AG7420  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG7420  DYNAMIC HT  -           1.759 (meters)       5.77  (feet)  COMP
 AG7420  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AG7420
 AG7420  VERT ORDER  -  SECOND    CLASS I
 AG7420
 AG7420.The horizontal coordinates were scaled from a topographic map and have
 AG7420.an estimated accuracy of +/- 6 seconds.
 AG7420
 AG7420.The orthometric height was determined by differential leveling
 AG7420.and adjusted by the National Geodetic Survey in June 1991..
 AG7420
 AG7420.This Tidal Bench Mark is designated as VM 6563
 AG7420.by the Center for Operational Oceanographic Products and Services.
 AG7420
 AG7420.The geoid height was determined by GEOID03.
 AG7420
 AG7420.The dynamic height is computed by dividing the NAVD 88
 AG7420.geopotential number by the normal gravity value computed on the
 AG7420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7420.degrees latitude (g = 980.6199 gals.).
 AG7420
 AG7420.The modeled gravity was interpolated from observed gravity values.
 AG7420
 AG7420;                    North         East    Units  Estimated Accuracy
 AG7420;SPC FL W     -   385,970.      124,660.      MT  (+/- 180 meters Scaled)
 AG7420
 AG7420                          SUPERSEDED SURVEY CONTROL
 AG7420
 AG7420  NGVD 29 (??/??/92)    2.029  (m)            6.66   (f) ADJ UNCH    2 1
 AG7420
 AG7420.Superseded values are not recommended for survey control.
 AG7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7420.See file dsdata.txt to determine how the superseded data were derived.
 AG7420
 AG7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL261779(NAD 83)
 AG7420_MARKER: DJ = TIDAL STATION DISK
 AG7420_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7420_SP_SET: CONCRETE PAVEMENT
 AG7420_STAMPING: 6568 B 1976
 AG7420_MARK LOGO: NOS   
 AG7420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7420
 AG7420  HISTORY     - Date     Condition        Report By
 AG7420  HISTORY     - 1976     MONUMENTED       NOS
 AG7420  HISTORY     - 1982     GOOD             FLDNR
 AG7420
 AG7420                          STATION DESCRIPTION
 AG7420
 AG7420'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7420'1.2 MI NW FROM ST PETERSBURG.
 AG7420'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7420'AND STATE ROAD 695 (PARK STREET), GO 1.0 MILE WESTERLY ON TYRONE
 AG7420'BOULEVARD (ALSO KNOWN AS BAY PINES BOULEVARD) TO THE ENTRANCE
 AG7420'TO THE HARBOR LIGHTS CLUB TRAILER PARK, GO 0.2 MILE NORTH ON 92ND
 AG7420'STREET TO THE BAYSIDE MARINA AND THE MARK.  THE MARK BEARS 1.2
 AG7420'FEET WEST OF THE EAST EDGE OF THE PAVEMENT FOR THE BOAT STORAGE
 AG7420'AREA, 8.5 FEET WEST OF THE EXTENDED CENTERLINE OF 92ND STREET, AND
 AG7420'91 FEET WEST OF TIDAL BENCH MARK 6568 A 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7419 ***********************************************************************
 AG7419  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7419  DESIGNATION -  872 6568 C TIDAL
 AG7419  PID         -  AG7419
 AG7419  STATE/COUNTY-  FL/PINELLAS
 AG7419  USGS QUAD   -  SEMINOLE (1995)
 AG7419
 AG7419                         *CURRENT SURVEY CONTROL
 AG7419  ___________________________________________________________________
 AG7419* NAD 83(1986)-  27 48 55.     (N)    082 45 53.     (W)     SCALED    
 AG7419* NAVD 88     -         1.899  (meters)       6.23   (feet)  ADJUSTED  
 AG7419  ___________________________________________________________________
 AG7419  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG7419  DYNAMIC HT  -           1.897 (meters)       6.22  (feet)  COMP
 AG7419  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AG7419
 AG7419  VERT ORDER  -  SECOND    CLASS I
 AG7419
 AG7419.The horizontal coordinates were scaled from a topographic map and have
 AG7419.an estimated accuracy of +/- 6 seconds.
 AG7419
 AG7419.The orthometric height was determined by differential leveling
 AG7419.and adjusted by the National Geodetic Survey in June 1991..
 AG7419
 AG7419.This Tidal Bench Mark is designated as VM 6564
 AG7419.by the Center for Operational Oceanographic Products and Services.
 AG7419
 AG7419.The geoid height was determined by GEOID03.
 AG7419
 AG7419.The dynamic height is computed by dividing the NAVD 88
 AG7419.geopotential number by the normal gravity value computed on the
 AG7419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7419.degrees latitude (g = 980.6199 gals.).
 AG7419
 AG7419.The modeled gravity was interpolated from observed gravity values.
 AG7419
 AG7419;                    North         East    Units  Estimated Accuracy
 AG7419;SPC FL W     -   385,970.      124,660.      MT  (+/- 180 meters Scaled)
 AG7419
 AG7419                          SUPERSEDED SURVEY CONTROL
 AG7419
 AG7419  NGVD 29 (??/??/92)    2.167  (m)            7.11   (f) ADJ UNCH    2 1
 AG7419
 AG7419.Superseded values are not recommended for survey control.
 AG7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7419.See file dsdata.txt to determine how the superseded data were derived.
 AG7419
 AG7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL261779(NAD 83)
 AG7419_MARKER: DJ = TIDAL STATION DISK
 AG7419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7419_SP_SET: COPPER-CLAD STEEL ROD
 AG7419_STAMPING: 6568 C 1976
 AG7419_MARK LOGO: NOS   
 AG7419_PROJECTION: FLUSH
 AG7419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7419_ROD/PIPE-DEPTH: 12.2 meters
 AG7419
 AG7419  HISTORY     - Date     Condition        Report By
 AG7419  HISTORY     - 1976     MONUMENTED       NOS
 AG7419  HISTORY     - 1982     GOOD             FLDNR
 AG7419
 AG7419                          STATION DESCRIPTION
 AG7419
 AG7419'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7419'1 MI NW FROM ST PETERSBURG.
 AG7419'BEGIN AT THE INTERSECTION OF PARK STREET (STATE ROAD 695) AND U.S.
 AG7419'ALTERNATE 19 (TYRONE BOULEVARD/BAY PINES BOULEVARD), GO 0.95
 AG7419'MILE WEST ON U.S. ALT. 19 TO THE MARK.  THE MARK BEARS 27 FEET
 AG7419'NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 2.4
 AG7419'FEET NORTHEAST OF LIGHT POLE 1-81425, AND 4.2 FEET NORTH OF THE
 AG7419'HIGHWAY CURB.
 AG7419'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7418 ***********************************************************************
 AG7418  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7418  DESIGNATION -  872 6568 E TIDAL
 AG7418  PID         -  AG7418
 AG7418  STATE/COUNTY-  FL/PINELLAS
 AG7418  USGS QUAD   -  SEMINOLE (1995)
 AG7418
 AG7418                         *CURRENT SURVEY CONTROL
 AG7418  ___________________________________________________________________
 AG7418* NAD 83(1986)-  27 48 55.     (N)    082 45 53.     (W)     SCALED    
 AG7418* NAVD 88     -         2.492  (meters)       8.18   (feet)  ADJUSTED  
 AG7418  ___________________________________________________________________
 AG7418  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG7418  DYNAMIC HT  -           2.488 (meters)       8.16  (feet)  COMP
 AG7418  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AG7418
 AG7418  VERT ORDER  -  SECOND    CLASS I
 AG7418
 AG7418.The horizontal coordinates were scaled from a topographic map and have
 AG7418.an estimated accuracy of +/- 6 seconds.
 AG7418
 AG7418.The orthometric height was determined by differential leveling
 AG7418.and adjusted by the National Geodetic Survey in June 1991..
 AG7418
 AG7418.This Tidal Bench Mark is designated as VM 6565
 AG7418.by the Center for Operational Oceanographic Products and Services.
 AG7418
 AG7418.The geoid height was determined by GEOID03.
 AG7418
 AG7418.The dynamic height is computed by dividing the NAVD 88
 AG7418.geopotential number by the normal gravity value computed on the
 AG7418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7418.degrees latitude (g = 980.6199 gals.).
 AG7418
 AG7418.The modeled gravity was interpolated from observed gravity values.
 AG7418
 AG7418;                    North         East    Units  Estimated Accuracy
 AG7418;SPC FL W     -   385,970.      124,660.      MT  (+/- 180 meters Scaled)
 AG7418
 AG7418                          SUPERSEDED SURVEY CONTROL
 AG7418
 AG7418  NGVD 29 (??/??/92)    2.760  (m)            9.06   (f) ADJ UNCH    2 1
 AG7418
 AG7418.Superseded values are not recommended for survey control.
 AG7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7418.See file dsdata.txt to determine how the superseded data were derived.
 AG7418
 AG7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL261779(NAD 83)
 AG7418_MARKER: DJ = TIDAL STATION DISK
 AG7418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7418_SP_SET: COPPER-CLAD STEEL ROD
 AG7418_STAMPING: 6568 E 1976
 AG7418_MARK LOGO: NOS   
 AG7418_PROJECTION: FLUSH
 AG7418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7418_ROD/PIPE-DEPTH: 12.2 meters
 AG7418
 AG7418  HISTORY     - Date     Condition        Report By
 AG7418  HISTORY     - 1976     MONUMENTED       NOS
 AG7418  HISTORY     - 1982     GOOD             FLDNR
 AG7418
 AG7418                          STATION DESCRIPTION
 AG7418
 AG7418'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7418'1 MI NW FROM ST PETERSBURG.
 AG7418'BEGIN AT THE INTERSECTION OF PARK STREET (STATE ROAD 695) AND U.S.
 AG7418'ALTERNATE 19 (TYRONE BOULEVARD/BAY PINES BOULEVARD), GO 0.9 MILE
 AG7418'WEST ON U.S. ALT. 19 TO THE MARK.  THE MARK BEARS 23.5 FEET NORTH
 AG7418'OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 1.7 FEET
 AG7418'WEST OF LIGHT POLE 1-81427, 2.7 FEET NORTH OF THE CURB, AND 123
 AG7418'FEET WEST OF SEMINOLE BRIDGE.
 AG7418'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7422 ***********************************************************************
 AG7422  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7422  DESIGNATION -  872 6571 A TIDAL
 AG7422  PID         -  AG7422
 AG7422  STATE/COUNTY-  FL/PINELLAS
 AG7422  USGS QUAD   -  PORT TAMPA (1983)
 AG7422
 AG7422                         *CURRENT SURVEY CONTROL
 AG7422  ___________________________________________________________________
 AG7422* NAD 83(1986)-  27 49 22.     (N)    082 35 39.     (W)     SCALED    
 AG7422* NAVD 88     -         1.327  (meters)       4.35   (feet)  ADJUSTED  
 AG7422  ___________________________________________________________________
 AG7422  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7422  DYNAMIC HT  -           1.325 (meters)       4.35  (feet)  COMP
 AG7422  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AG7422
 AG7422  VERT ORDER  -  SECOND    CLASS I
 AG7422
 AG7422.The horizontal coordinates were scaled from a topographic map and have
 AG7422.an estimated accuracy of +/- 6 seconds.
 AG7422
 AG7422.The orthometric height was determined by differential leveling
 AG7422.and adjusted by the National Geodetic Survey in June 1991..
 AG7422
 AG7422.This Tidal Bench Mark is designated as VM 10653
 AG7422.by the Center for Operational Oceanographic Products and Services.
 AG7422
 AG7422.The geoid height was determined by GEOID03.
 AG7422
 AG7422.The dynamic height is computed by dividing the NAVD 88
 AG7422.geopotential number by the normal gravity value computed on the
 AG7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7422.degrees latitude (g = 980.6199 gals.).
 AG7422
 AG7422.The modeled gravity was interpolated from observed gravity values.
 AG7422
 AG7422;                    North         East    Units  Estimated Accuracy
 AG7422;SPC FL W     -   386,710.      141,460.      MT  (+/- 180 meters Scaled)
 AG7422
 AG7422                          SUPERSEDED SURVEY CONTROL
 AG7422
 AG7422  NGVD 29 (??/??/92)    1.589  (m)            5.21   (f) ADJ UNCH    2 1
 AG7422
 AG7422.Superseded values are not recommended for survey control.
 AG7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7422.See file dsdata.txt to determine how the superseded data were derived.
 AG7422
 AG7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL429785(NAD 83)
 AG7422_MARKER: DJ = TIDAL STATION DISK
 AG7422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7422_SP_SET: CONCRETE SEAWALL
 AG7422_STAMPING: 6571 A 1976
 AG7422_MARK LOGO: NOS   
 AG7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7422+STABILITY: SURFACE MOTION
 AG7422
 AG7422  HISTORY     - Date     Condition        Report By
 AG7422  HISTORY     - 1976     MONUMENTED       NOS
 AG7422  HISTORY     - 1982     GOOD             FLDNR
 AG7422  HISTORY     - 19980305 GOOD             USPSQD
 AG7422  HISTORY     - 20031215 MARK NOT FOUND   USPSQD
 AG7422
 AG7422                          STATION DESCRIPTION
 AG7422
 AG7422'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7422'IN ST PETERSBURG.
 AG7422'BEGIN AT THE ST. PETERSBURG POST OFFICE (4TH STREET NORTH AND 1ST
 AG7422'AVENUE NORTH), GO 3.9 MILES NORTH ON 4TH STREET TO 62ND AVENUE
 AG7422'NORTH, GO 1.85 MILES EAST ON 62ND AVENUE NORTH TO BAYOU GRANDE
 AG7422'BOULEVARD, GO 0.9 MILE SOUTH ON BAYOU GRANDE BOULEVARD TO NEBRASKA
 AG7422'AVENUE, GO 0.15 MILE EAST ON NEBRASKA AVENUE TO BAYOU GRANDE
 AG7422'BOULEVARD, GO 0.65 MILE SOUTH AND EAST ON BAYOU GRANDE BOULEVARD TO
 AG7422'THE MARK.  THE MARK IS BEHIND THE RESIDENCE AT 2279 BAYOU GRANDE
 AG7422'BOULEVARD, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 AG7422'17.5 FEET WEST OF THE EAST BOUNDARY LINE, AND 1.5 FEET SOUTHWEST
 AG7422'OF THE SOUTHWEST CORNER OF THE DOCK.
 AG7422
 AG7422                          STATION RECOVERY (1998)
 AG7422
 AG7422'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7422'RECOVERED IN GOOD CONDITION.
 AG7422
 AG7422                          STATION RECOVERY (2003)
 AG7422
 AG7422'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG7422'NOT FOUND. WAS SET IN SEAWALL CAP.  ENTIRE SEAWALL CAP AND DOCK HAS
 AG7422'BEEN REPLACED.  NO EVIDENCE OF MARKER FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7608 ***********************************************************************
 AG7608  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7608  DESIGNATION -  872 6572 B TIDAL
 AG7608  PID         -  AG7608
 AG7608  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7608  USGS QUAD   -  GIBSONTON (1987)
 AG7608
 AG7608                         *CURRENT SURVEY CONTROL
 AG7608  ___________________________________________________________________
 AG7608* NAD 83(1986)-  27 49 18.     (N)    082 22 56.     (W)     SCALED    
 AG7608* NAVD 88     -         1.059  (meters)       3.47   (feet)  ADJUSTED  
 AG7608  ___________________________________________________________________
 AG7608  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AG7608  DYNAMIC HT  -           1.057 (meters)       3.47  (feet)  COMP
 AG7608  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 AG7608
 AG7608  VERT ORDER  -  SECOND    CLASS I
 AG7608
 AG7608.The horizontal coordinates were scaled from a topographic map and have
 AG7608.an estimated accuracy of +/- 6 seconds.
 AG7608
 AG7608.The orthometric height was determined by differential leveling
 AG7608.and adjusted by the National Geodetic Survey in June 1991..
 AG7608
 AG7608.This Tidal Bench Mark is designated as VM 6567
 AG7608.by the Center for Operational Oceanographic Products and Services.
 AG7608
 AG7608.The geoid height was determined by GEOID03.
 AG7608
 AG7608.The dynamic height is computed by dividing the NAVD 88
 AG7608.geopotential number by the normal gravity value computed on the
 AG7608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7608.degrees latitude (g = 980.6199 gals.).
 AG7608
 AG7608.The modeled gravity was interpolated from observed gravity values.
 AG7608
 AG7608;                    North         East    Units  Estimated Accuracy
 AG7608;SPC FL W     -   386,510.      162,340.      MT  (+/- 180 meters Scaled)
 AG7608
 AG7608                          SUPERSEDED SURVEY CONTROL
 AG7608
 AG7608.No superseded survey control is available for this station.
 AG7608
 AG7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL638782(NAD 83)
 AG7608_MARKER: DJ = TIDAL STATION DISK
 AG7608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7608_SP_SET: CONCRETE POST
 AG7608_STAMPING: 6572 B 1977
 AG7608_MARK LOGO: NOS   
 AG7608_PROJECTION: FLUSH
 AG7608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7608+STABILITY: SURFACE MOTION
 AG7608
 AG7608  HISTORY     - Date     Condition        Report By
 AG7608  HISTORY     - 1977     MONUMENTED       NOS
 AG7608  HISTORY     - 1982     GOOD             FLDNR
 AG7608
 AG7608                          STATION DESCRIPTION
 AG7608
 AG7608'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7608'2.45 MI SOUTH FROM GIBSONTON.
 AG7608'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7608'RIVER, GO 2.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK IS SOUTH
 AG7608'OF THE RED DIAMOND MOTEL, 51.9 FEET WEST-NORTHWEST OF THE CENTERLINE
 AG7608'OF THE SOUTHBOUND LANE OF U.S. 41, 1 FOOT NORTH OF POWER POLE 7971,
 AG7608'85 FEET NORTHEAST OF A PRIVATE DRIVE, 36 FEET SOUTHWEST OF ANOTHER
 AG7608'DRIVE, AND 0.9 FOOT NORTHEAST OF A WITNESS POST.
 AG7608'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7607 ***********************************************************************
 AG7607  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7607  DESIGNATION -  872 6572 C TIDAL
 AG7607  PID         -  AG7607
 AG7607  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7607  USGS QUAD   -  GIBSONTON (1987)
 AG7607
 AG7607                         *CURRENT SURVEY CONTROL
 AG7607  ___________________________________________________________________
 AG7607* NAD 83(1986)-  27 49 11.     (N)    082 22 57.     (W)     SCALED    
 AG7607* NAVD 88     -         0.770  (meters)       2.53   (feet)  ADJUSTED  
 AG7607  ___________________________________________________________________
 AG7607  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AG7607  DYNAMIC HT  -           0.769 (meters)       2.52  (feet)  COMP
 AG7607  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 AG7607
 AG7607  VERT ORDER  -  SECOND    CLASS I
 AG7607
 AG7607.The horizontal coordinates were scaled from a topographic map and have
 AG7607.an estimated accuracy of +/- 6 seconds.
 AG7607
 AG7607.The orthometric height was determined by differential leveling
 AG7607.and adjusted by the National Geodetic Survey in June 1991..
 AG7607
 AG7607.This Tidal Bench Mark is designated as VM 6568
 AG7607.by the Center for Operational Oceanographic Products and Services.
 AG7607
 AG7607.The geoid height was determined by GEOID03.
 AG7607
 AG7607.The dynamic height is computed by dividing the NAVD 88
 AG7607.geopotential number by the normal gravity value computed on the
 AG7607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7607.degrees latitude (g = 980.6199 gals.).
 AG7607
 AG7607.The modeled gravity was interpolated from observed gravity values.
 AG7607
 AG7607;                    North         East    Units  Estimated Accuracy
 AG7607;SPC FL W     -   386,290.      162,320.      MT  (+/- 180 meters Scaled)
 AG7607
 AG7607                          SUPERSEDED SURVEY CONTROL
 AG7607
 AG7607.No superseded survey control is available for this station.
 AG7607
 AG7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL638779(NAD 83)
 AG7607_MARKER: DJ = TIDAL STATION DISK
 AG7607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7607_SP_SET: CONCRETE CULVERT HEADWALL
 AG7607_STAMPING: 6572 C 1977
 AG7607_MARK LOGO: NOS   
 AG7607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7607+STABILITY: SURFACE MOTION
 AG7607
 AG7607  HISTORY     - Date     Condition        Report By
 AG7607  HISTORY     - 1977     MONUMENTED       NOS
 AG7607  HISTORY     - 1982     GOOD             FLDNR
 AG7607
 AG7607                          STATION DESCRIPTION
 AG7607
 AG7607'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7607'2.55 MI SOUTH FROM GIBSONTON.
 AG7607'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7607'RIVER, GO 2.55 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7607'30 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AG7607'U.S. 41, 90 FEET NORTHWEST OF A CROSSOVER LANE, 30 FEET NORTHEAST OF
 AG7607'A POWER POLE, 1.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE CULVERT
 AG7607'HEADWALL (FIRST DRAINAGE CULVERT SOUTH OF THE RED DIAMOND MOTEL),
 AG7607'AND 120 FEET NORTH OF TIDAL BENCH MARK 6572 D.
 AG7607'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7606 ***********************************************************************
 AG7606  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7606  DESIGNATION -  872 6572 D TIDAL FLDT
 AG7606  PID         -  AG7606
 AG7606  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7606  USGS QUAD   -  GIBSONTON (1987)
 AG7606
 AG7606                         *CURRENT SURVEY CONTROL
 AG7606  ___________________________________________________________________
 AG7606* NAD 83(1986)-  27 49 09.     (N)    082 22 58.     (W)     SCALED    
 AG7606* NAVD 88     -         1.130  (meters)       3.71   (feet)  ADJUSTED  
 AG7606  ___________________________________________________________________
 AG7606  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AG7606  DYNAMIC HT  -           1.128 (meters)       3.70  (feet)  COMP
 AG7606  MODELED GRAV-     979,170.1   (mgal)                       NAVD 88
 AG7606
 AG7606  VERT ORDER  -  SECOND    CLASS I
 AG7606
 AG7606.The horizontal coordinates were scaled from a topographic map and have
 AG7606.an estimated accuracy of +/- 6 seconds.
 AG7606
 AG7606.The orthometric height was determined by differential leveling
 AG7606.and adjusted by the National Geodetic Survey in June 1991..
 AG7606
 AG7606.This Tidal Bench Mark is designated as VM 6569
 AG7606.by the Center for Operational Oceanographic Products and Services.
 AG7606
 AG7606.The geoid height was determined by GEOID03.
 AG7606
 AG7606.The dynamic height is computed by dividing the NAVD 88
 AG7606.geopotential number by the normal gravity value computed on the
 AG7606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7606.degrees latitude (g = 980.6199 gals.).
 AG7606
 AG7606.The modeled gravity was interpolated from observed gravity values.
 AG7606
 AG7606;                    North         East    Units  Estimated Accuracy
 AG7606;SPC FL W     -   386,230.      162,290.      MT  (+/- 180 meters Scaled)
 AG7606
 AG7606                          SUPERSEDED SURVEY CONTROL
 AG7606
 AG7606.No superseded survey control is available for this station.
 AG7606
 AG7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL638779(NAD 83)
 AG7606_MARKER: DB = BENCH MARK DISK
 AG7606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7606_SP_SET: CONCRETE CULVERT HEADWALL
 AG7606_STAMPING: 6572 D
 AG7606_MARK LOGO: FLDT  
 AG7606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7606+STABILITY: SURFACE MOTION
 AG7606
 AG7606  HISTORY     - Date     Condition        Report By
 AG7606  HISTORY     - UNK      MONUMENTED       FLDT
 AG7606  HISTORY     - 1982     GOOD             FLDNR
 AG7606
 AG7606                          STATION DESCRIPTION
 AG7606
 AG7606'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7606'2.55 MI SOUTH FROM GIBSONTON.
 AG7606'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7606'RIVER, GO 2.55 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7606'24.9 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AG7606'U.S. 41, 54 FEET SOUTHWEST OF A CROSSOVER LANE, 13 FEET SOUTHWEST OF
 AG7606'THE NORTHEAST END OF A LARGE BOX CULVERT, AND 120 FEET SOUTH OF
 AG7606'TIDAL BENCH MARK 6572 C 1977.  THE MARK WAS STAMPED BY FLDNR.
 AG7606'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7535 ***********************************************************************
 AG7535  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7535  DESIGNATION -  872 6573 TIDAL 4
 AG7535  PID         -  AG7535
 AG7535  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7535  USGS QUAD   -  GIBSONTON (1987)
 AG7535
 AG7535                         *CURRENT SURVEY CONTROL
 AG7535  ___________________________________________________________________
 AG7535* NAD 83(1986)-  27 50 16.     (N)    082 29 09.     (W)     SCALED    
 AG7535* NAVD 88     -         1.566  (meters)       5.14   (feet)  ADJUSTED  
 AG7535  ___________________________________________________________________
 AG7535  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AG7535  DYNAMIC HT  -           1.564 (meters)       5.13  (feet)  COMP
 AG7535  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AG7535
 AG7535  VERT ORDER  -  SECOND    CLASS I
 AG7535
 AG7535.This mark is at Mac Dill Afb Airport (MCF)
 AG7535
 AG7535.The horizontal coordinates were scaled from a topographic map and have
 AG7535.an estimated accuracy of +/- 6 seconds.
 AG7535
 AG7535.The orthometric height was determined by differential leveling
 AG7535.and adjusted by the National Geodetic Survey in June 1991..
 AG7535
 AG7535.This Tidal Bench Mark is designated as VM 6573
 AG7535.by the Center for Operational Oceanographic Products and Services.
 AG7535
 AG7535.The geoid height was determined by GEOID03.
 AG7535
 AG7535.The dynamic height is computed by dividing the NAVD 88
 AG7535.geopotential number by the normal gravity value computed on the
 AG7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7535.degrees latitude (g = 980.6199 gals.).
 AG7535
 AG7535.The modeled gravity was interpolated from observed gravity values.
 AG7535
 AG7535;                    North         East    Units  Estimated Accuracy
 AG7535;SPC FL W     -   388,330.      152,140.      MT  (+/- 180 meters Scaled)
 AG7535
 AG7535                          SUPERSEDED SURVEY CONTROL
 AG7535
 AG7535  NGVD 29 (??/??/92)    1.831  (m)            6.01   (f) ADJ UNCH    2 1
 AG7535
 AG7535.Superseded values are not recommended for survey control.
 AG7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7535.See file dsdata.txt to determine how the superseded data were derived.
 AG7535
 AG7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL536801(NAD 83)
 AG7535_MARKER: DJ = TIDAL STATION DISK
 AG7535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7535_SP_SET: CONCRETE MANHOLE COLLAR
 AG7535_STAMPING: NO 4 1975
 AG7535_MARK LOGO: NOS   
 AG7535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7535
 AG7535  HISTORY     - Date     Condition        Report By
 AG7535  HISTORY     - 1975     MONUMENTED       NOS
 AG7535  HISTORY     - 1982     GOOD             FLDNR
 AG7535  HISTORY     - 1990     POOR             USPSQD
 AG7535  HISTORY     - 19990321 GOOD             USPSQD
 AG7535  HISTORY     - 20030921 POOR             USPSQD
 AG7535
 AG7535                          STATION DESCRIPTION
 AG7535
 AG7535'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7535'IN TAMPA.
 AG7535'THE MARK IS AT MACDILL AIR FORCE BASE, NEAR THE JUNCTION OF MARINA
 AG7535'DRIVE AND SOUTH SHORE ROAD, 290 FEET SOUTH OF THE JUNCTION, AND
 AG7535'25.6 FEET EAST OF THE CENTERLINE OF MARINA DRIVE.
 AG7535'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7535
 AG7535                          STATION RECOVERY (1990)
 AG7535
 AG7535'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7535'MARK RECOVERED IN POOR CONDITION.
 AG7535
 AG7535                          STATION RECOVERY (1999)
 AG7535
 AG7535'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7535'RECOVERED IN GOOD CONDITION.
 AG7535
 AG7535                          STATION RECOVERY (2003)
 AG7535
 AG7535'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7535'MARK FOUND POOR. THE MARK IS SET IN THE CONCRETE COLLAR OF A MANHOLE
 AG7535'COVER.  IT IS PAINTED OVER WITH GRAY PAINT WHICH MAKES THE NUMBERS
 AG7535'HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7426 ***********************************************************************
 AG7426  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7426  DESIGNATION -  872 6574 A TIDAL
 AG7426  PID         -  AG7426
 AG7426  STATE/COUNTY-  FL/PINELLAS
 AG7426  USGS QUAD   -  SEMINOLE (1995)
 AG7426
 AG7426                         *CURRENT SURVEY CONTROL
 AG7426  ___________________________________________________________________
 AG7426* NAD 83(1986)-  27 48 34.     (N)    082 47 41.     (W)     SCALED    
 AG7426* NAVD 88     -         1.397  (meters)       4.58   (feet)  ADJUSTED  
 AG7426  ___________________________________________________________________
 AG7426  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG7426  DYNAMIC HT  -           1.395 (meters)       4.58  (feet)  COMP
 AG7426  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AG7426
 AG7426  VERT ORDER  -  SECOND    CLASS I
 AG7426
 AG7426.The horizontal coordinates were scaled from a topographic map and have
 AG7426.an estimated accuracy of +/- 6 seconds.
 AG7426
 AG7426.The orthometric height was determined by differential leveling
 AG7426.and adjusted by the National Geodetic Survey in March 1995..
 AG7426
 AG7426.This Tidal Bench Mark is designated as VM 6577
 AG7426.by the Center for Operational Oceanographic Products and Services.
 AG7426
 AG7426.The geoid height was determined by GEOID03.
 AG7426
 AG7426.The dynamic height is computed by dividing the NAVD 88
 AG7426.geopotential number by the normal gravity value computed on the
 AG7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7426.degrees latitude (g = 980.6199 gals.).
 AG7426
 AG7426.The modeled gravity was interpolated from observed gravity values.
 AG7426
 AG7426;                    North         East    Units  Estimated Accuracy
 AG7426;SPC FL W     -   385,350.      121,700.      MT  (+/- 180 meters Scaled)
 AG7426
 AG7426                          SUPERSEDED SURVEY CONTROL
 AG7426
 AG7426  NAVD 88 (06/15/91)    1.401  (m)            4.60   (f) UNKNOWN     2 1
 AG7426  NGVD 29 (??/??/92)    1.669  (m)            5.48   (f) ADJ UNCH    2 1
 AG7426
 AG7426.Superseded values are not recommended for survey control.
 AG7426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7426.See file dsdata.txt to determine how the superseded data were derived.
 AG7426
 AG7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232773(NAD 83)
 AG7426_MARKER: DJ = TIDAL STATION DISK
 AG7426_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7426+WITH SETTING: PAVEMENT
 AG7426_SP_SET: FLAGPOLE BASE
 AG7426_STAMPING: 6574 A 1976
 AG7426_MARK LOGO: NOS   
 AG7426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7426+STABILITY: SURFACE MOTION
 AG7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7426+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 AG7426
 AG7426  HISTORY     - Date     Condition        Report By
 AG7426  HISTORY     - 1976     MONUMENTED       NOS
 AG7426  HISTORY     - 1982     GOOD             FLDNR
 AG7426  HISTORY     - 19900404 GOOD             FLDNR
 AG7426
 AG7426                          STATION DESCRIPTION
 AG7426
 AG7426'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7426'0.8 MI NE FROM MADEIRA BEACH.
 AG7426'BEGIN AT THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD) AND
 AG7426'WELCH CAUSEWAY IN MADEIRA BEACH, GO 0.8 MILE NORTHEAST ON WELCH
 AG7426'CAUSEWAY TO THE ENTRANCE TO THE SHOPPING PLAZA, GO 0.2 MILE
 AG7426'NORTHWEST ACROSS THE PARKING LOT TO THE BROWN DERBY RESTAURANT
 AG7426'AND THE AMERICAN LEGION HALL (POST 273).  THE MARK IS SET IN THE
 AG7426'BASE OF THE FLAGPOLE IN FRONT OF THE AMERICAN LEGION BUILDING, 0.5
 AG7426'FOOT EAST OF THE FLAGPOLE, AND 13 FEET WEST OF THE CURB.
 AG7426
 AG7426                          STATION RECOVERY (1990)
 AG7426
 AG7426'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7424 ***********************************************************************
 AG7424  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7424  DESIGNATION -  872 6574 B TIDAL
 AG7424  PID         -  AG7424
 AG7424  STATE/COUNTY-  FL/PINELLAS
 AG7424  USGS QUAD   -  SEMINOLE (1995)
 AG7424
 AG7424                         *CURRENT SURVEY CONTROL
 AG7424  ___________________________________________________________________
 AG7424* NAD 83(1986)-  27 48 27.     (N)    082 47 41.     (W)     SCALED    
 AG7424* NAVD 88     -         0.982  (meters)       3.22   (feet)  ADJUSTED  
 AG7424  ___________________________________________________________________
 AG7424  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG7424  DYNAMIC HT  -           0.980 (meters)       3.22  (feet)  COMP
 AG7424  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AG7424
 AG7424  VERT ORDER  -  SECOND    CLASS I
 AG7424
 AG7424.The horizontal coordinates were scaled from a topographic map and have
 AG7424.an estimated accuracy of +/- 6 seconds.
 AG7424
 AG7424.The orthometric height was determined by differential leveling
 AG7424.and adjusted by the National Geodetic Survey in June 1991..
 AG7424
 AG7424.This Tidal Bench Mark is designated as VM 6578
 AG7424.by the Center for Operational Oceanographic Products and Services.
 AG7424
 AG7424.The geoid height was determined by GEOID03.
 AG7424
 AG7424.The dynamic height is computed by dividing the NAVD 88
 AG7424.geopotential number by the normal gravity value computed on the
 AG7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7424.degrees latitude (g = 980.6199 gals.).
 AG7424
 AG7424.The modeled gravity was interpolated from observed gravity values.
 AG7424
 AG7424;                    North         East    Units  Estimated Accuracy
 AG7424;SPC FL W     -   385,130.      121,690.      MT  (+/- 180 meters Scaled)
 AG7424
 AG7424                          SUPERSEDED SURVEY CONTROL
 AG7424
 AG7424  NGVD 29 (??/??/92)    1.250  (m)            4.10   (f) ADJ UNCH    2 1
 AG7424
 AG7424.Superseded values are not recommended for survey control.
 AG7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7424.See file dsdata.txt to determine how the superseded data were derived.
 AG7424
 AG7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232771(NAD 83)
 AG7424_MARKER: DJ = TIDAL STATION DISK
 AG7424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7424_SP_SET: SEAWALL
 AG7424_STAMPING: 6574 B 1976
 AG7424_MARK LOGO: NOS   
 AG7424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7424+STABILITY: SURFACE MOTION
 AG7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7424+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 AG7424
 AG7424  HISTORY     - Date     Condition        Report By
 AG7424  HISTORY     - 1976     MONUMENTED       NOS
 AG7424  HISTORY     - 1982     GOOD             FLDNR
 AG7424  HISTORY     - 19900404 GOOD             FLDNR
 AG7424
 AG7424                          STATION DESCRIPTION
 AG7424
 AG7424'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7424'0.65 MI NE FROM MADEIRA BEACH.
 AG7424'BEGIN AT THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD) AND
 AG7424'WELCH CAUSEWAY IN MADEIRA BEACH, GO 0.65 MILE NORTHEAST ON WELCH
 AG7424'CAUSEWAY TO THE NORTHEAST END OF THE BRIDGE.  THE MARK IS SET IN
 AG7424'THE WINGWALL ON THE NORTHWEST SIDE OF THE CAUSEWAY, 1.2 FEET WEST
 AG7424'OF THE EAST END OF THE WINGWALL, AND 35.3 FEET NORTH OF THE BRIDGE
 AG7424'GUARDRAIL.
 AG7424'THE MARK IS 13 FT BELOW HIGHWAY.
 AG7424
 AG7424                          STATION RECOVERY (1990)
 AG7424
 AG7424'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9392 ***********************************************************************
 AG9392  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9392  DESIGNATION -  872 6574 C TIDAL
 AG9392  PID         -  AG9392
 AG9392  STATE/COUNTY-  FL/PINELLAS
 AG9392  USGS QUAD   -  SEMINOLE (1995)
 AG9392
 AG9392                         *CURRENT SURVEY CONTROL
 AG9392  ___________________________________________________________________
 AG9392* NAD 83(1986)-  27 48 34.     (N)    082 47 41.     (W)     SCALED    
 AG9392* NAVD 88     -         1.461  (meters)       4.79   (feet)  ADJUSTED  
 AG9392  ___________________________________________________________________
 AG9392  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG9392  DYNAMIC HT  -           1.459 (meters)       4.79  (feet)  COMP
 AG9392  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AG9392
 AG9392  VERT ORDER  -  SECOND    CLASS I
 AG9392
 AG9392.The horizontal coordinates were scaled from a topographic map and have
 AG9392.an estimated accuracy of +/- 6 seconds.
 AG9392
 AG9392.The orthometric height was determined by differential leveling
 AG9392.and adjusted by the National Geodetic Survey in March 1995..
 AG9392
 AG9392.This Tidal Bench Mark is designated as VM 6581
 AG9392.by the Center for Operational Oceanographic Products and Services.
 AG9392
 AG9392.The geoid height was determined by GEOID03.
 AG9392
 AG9392.The dynamic height is computed by dividing the NAVD 88
 AG9392.geopotential number by the normal gravity value computed on the
 AG9392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9392.degrees latitude (g = 980.6199 gals.).
 AG9392
 AG9392.The modeled gravity was interpolated from observed gravity values.
 AG9392
 AG9392;                    North         East    Units  Estimated Accuracy
 AG9392;SPC FL W     -   385,350.      121,700.      MT  (+/- 180 meters Scaled)
 AG9392
 AG9392                          SUPERSEDED SURVEY CONTROL
 AG9392
 AG9392.No superseded survey control is available for this station.
 AG9392
 AG9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232773(NAD 83)
 AG9392_MARKER: DJ = TIDAL STATION DISK
 AG9392_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AG9392_SP_SET: IRREGULAR CONCRETE MASS
 AG9392_STAMPING: 6574 C 1990
 AG9392_MARK LOGO: NOS   
 AG9392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9392+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9392
 AG9392  HISTORY     - Date     Condition        Report By
 AG9392  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9392
 AG9392                          STATION DESCRIPTION
 AG9392
 AG9392'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9392'THE MARK IS LOCATED AT MADERIA BEACH, PINELLAS COUNTY FL.  TO REACH
 AG9392'THE STATION FROM THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD)
 AG9392'AND WELCH CAUSEWAY (STATE ROAD 666, 150TH AVE) IN MADEIRA BEACH.  GO
 AG9392'NORTHEAST ON WELCH CAUSEWAY FOR 0.80 MI (1.29 KM) TO THE MADEIRA
 AG9392'SHOPPING CENTER AND MC DONALDS ENTRANCE, TURN LEFT (NORTH WEST) AND
 AG9392'GO 0.10 MI (0.16 KM) TO A STOP SIGN (BLACKHAWK ROAD) TURN LEFT (SOUTH
 AG9392'WEST) 500.0 FT (152.40 M) TO THE END OF THE PARKING LOT TO THE BROWN
 AG9392'DERBY RESTAURANT ON THE LEFT AND THE AMERICAN LEGION POST 273 ON THE
 AG9392'RIGHT.  THE MARK IS LOCATED 1.0 FT (0.30 M) NORTH OF THE SOUTH EDGE
 AG9392'OF A MASS OF CONCRETE WITH AN OLD ANCHOR AND TWO CANNON BARRELS, AT
 AG9392'THE BOW OF A BOAT THAT SERVES AS THE BROWN DERBY RESTAURANT, 20.3 FT
 AG9392'(6.19 M) SOUTHWEST OF THE BOW OF THE FIXED BOAT (BROWN DERBY
 AG9392'RESTAURANT), 2.3 FT (0.70 M) NORTH OF THE SOUTH SIDE OF A SEAWALL AND
 AG9392'135.5 FT (41.30 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE AMERICAN
 AG9392'LEGION POST 273 BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7425 ***********************************************************************
 AG7425  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7425  DESIGNATION -  872 6574 TIDAL MCMARK
 AG7425  PID         -  AG7425
 AG7425  STATE/COUNTY-  FL/PINELLAS
 AG7425  USGS QUAD   -  SEMINOLE (1995)
 AG7425
 AG7425                         *CURRENT SURVEY CONTROL
 AG7425  ___________________________________________________________________
 AG7425* NAD 83(1986)-  27 48 34.     (N)    082 47 34.     (W)     SCALED    
 AG7425* NAVD 88     -         2.115  (meters)       6.94   (feet)  ADJUSTED  
 AG7425  ___________________________________________________________________
 AG7425  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG7425  DYNAMIC HT  -           2.112 (meters)       6.93  (feet)  COMP
 AG7425  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AG7425
 AG7425  VERT ORDER  -  SECOND    CLASS I
 AG7425
 AG7425.The horizontal coordinates were scaled from a topographic map and have
 AG7425.an estimated accuracy of +/- 6 seconds.
 AG7425
 AG7425.The orthometric height was determined by differential leveling
 AG7425.and adjusted by the National Geodetic Survey in June 1991..
 AG7425
 AG7425.This Tidal Bench Mark is designated as VM 6579
 AG7425.by the Center for Operational Oceanographic Products and Services.
 AG7425
 AG7425.The geoid height was determined by GEOID03.
 AG7425
 AG7425.The dynamic height is computed by dividing the NAVD 88
 AG7425.geopotential number by the normal gravity value computed on the
 AG7425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7425.degrees latitude (g = 980.6199 gals.).
 AG7425
 AG7425.The modeled gravity was interpolated from observed gravity values.
 AG7425
 AG7425;                    North         East    Units  Estimated Accuracy
 AG7425;SPC FL W     -   385,350.      121,890.      MT  (+/- 180 meters Scaled)
 AG7425
 AG7425                          SUPERSEDED SURVEY CONTROL
 AG7425
 AG7425  NGVD 29 (??/??/92)    2.383  (m)            7.82   (f) ADJ UNCH    2 1
 AG7425
 AG7425.Superseded values are not recommended for survey control.
 AG7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7425.See file dsdata.txt to determine how the superseded data were derived.
 AG7425
 AG7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL234773(NAD 83)
 AG7425_MARKER: DB = BENCH MARK DISK
 AG7425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7425+WITH SETTING: PAVEMENT
 AG7425_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AG7425_STAMPING: 6574 MCMARK 1982 BSM
 AG7425_MARK LOGO: FLDNR 
 AG7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7425+STABILITY: SURFACE MOTION
 AG7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7425+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1990
 AG7425
 AG7425  HISTORY     - Date     Condition        Report By
 AG7425  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7425  HISTORY     - 19900630 MARK NOT FOUND   FLDNR
 AG7425
 AG7425                          STATION DESCRIPTION
 AG7425
 AG7425'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7425'0.8 MI NE FROM MADEIRA BEACH.
 AG7425'BEGIN AT THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD) AND
 AG7425'WELCH CAUSEWAY IN MADEIRA BEACH, GO 0.8 MILE NORTHEAST ON WELCH
 AG7425'CAUSEWAY TO A MCDONALDS RESTAURANT AT THE MADEIRA SHOPPING CENTER.
 AG7425'THE MARK BEARS 9.8 FEET SOUTHEAST OF THE EAST CORNER OF THE
 AG7425'MCDONALDS RESTAURANT, 24.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AG7425'DRIVE IN FRONT OF THE RESTAURANT, AND IS SET IN THE BASE FOR A
 AG7425'FLAGPOLE, 0.75 FOOT SOUTH OF THE FLAGPOLE.
 AG7425'THE MARK IS 0.5 FT ABOVE GROUND.
 AG7425
 AG7425                          STATION RECOVERY (1990)
 AG7425
 AG7425'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7425'MARK WAS NOT RECOVERED.  THE MCDONALDS RESTRAUNT HAS BEEN TORN DOWN
 AG7425'AND MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7611 ***********************************************************************
 AG7611  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7611  DESIGNATION -  872 6587 A TIDAL
 AG7611  PID         -  AG7611
 AG7611  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7611  USGS QUAD   -  GIBSONTON (1987)
 AG7611
 AG7611                         *CURRENT SURVEY CONTROL
 AG7611  ___________________________________________________________________
 AG7611* NAD 83(1986)-  27 50 16.     (N)    082 22 54.     (W)     SCALED    
 AG7611* NAVD 88     -         2.215  (meters)       7.27   (feet)  ADJUSTED  
 AG7611  ___________________________________________________________________
 AG7611  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG7611  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 AG7611  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AG7611
 AG7611  VERT ORDER  -  SECOND    CLASS I
 AG7611
 AG7611.The horizontal coordinates were scaled from a topographic map and have
 AG7611.an estimated accuracy of +/- 6 seconds.
 AG7611
 AG7611.The orthometric height was determined by differential leveling
 AG7611.and adjusted by the National Geodetic Survey in June 1991..
 AG7611
 AG7611.This Tidal Bench Mark is designated as VM 6583
 AG7611.by the Center for Operational Oceanographic Products and Services.
 AG7611
 AG7611.The geoid height was determined by GEOID03.
 AG7611
 AG7611.The dynamic height is computed by dividing the NAVD 88
 AG7611.geopotential number by the normal gravity value computed on the
 AG7611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7611.degrees latitude (g = 980.6199 gals.).
 AG7611
 AG7611.The modeled gravity was interpolated from observed gravity values.
 AG7611
 AG7611;                    North         East    Units  Estimated Accuracy
 AG7611;SPC FL W     -   388,290.      162,410.      MT  (+/- 180 meters Scaled)
 AG7611
 AG7611                          SUPERSEDED SURVEY CONTROL
 AG7611
 AG7611.No superseded survey control is available for this station.
 AG7611
 AG7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83)
 AG7611_MARKER: DJ = TIDAL STATION DISK
 AG7611_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7611_SP_SET: BRIDGE CURBING
 AG7611_STAMPING: 6587 A 1976
 AG7611_MARK LOGO: NOS   
 AG7611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7611
 AG7611  HISTORY     - Date     Condition        Report By
 AG7611  HISTORY     - 1976     MONUMENTED       NOS
 AG7611  HISTORY     - 1982     GOOD             FLDNR
 AG7611  HISTORY     - 20031019 GOOD             USPSQD
 AG7611
 AG7611                          STATION DESCRIPTION
 AG7611
 AG7611'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7611'1.3 MI SOUTH FROM GIBSONTON.
 AG7611'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7611'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7611'BULLFROG CREEK AND THE MARK.
 AG7611'THE MARK BEARS 20.0 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 AG7611'LANE, AND 1.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AG7611'SOUTHBOUND BRIDGE.
 AG7611'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG7611
 AG7611                          STATION RECOVERY (2003)
 AG7611
 AG7611'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7609 ***********************************************************************
 AG7609  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7609  DESIGNATION -  872 6587 B TIDAL
 AG7609  PID         -  AG7609
 AG7609  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7609  USGS QUAD   -  GIBSONTON (1987)
 AG7609
 AG7609                         *CURRENT SURVEY CONTROL
 AG7609  ___________________________________________________________________
 AG7609* NAD 83(1986)-  27 50 16.     (N)    082 22 54.     (W)     SCALED    
 AG7609* NAVD 88     -         2.219  (meters)       7.28   (feet)  ADJUSTED  
 AG7609  ___________________________________________________________________
 AG7609  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG7609  DYNAMIC HT  -           2.216 (meters)       7.27  (feet)  COMP
 AG7609  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AG7609
 AG7609  VERT ORDER  -  SECOND    CLASS I
 AG7609
 AG7609.The horizontal coordinates were scaled from a topographic map and have
 AG7609.an estimated accuracy of +/- 6 seconds.
 AG7609
 AG7609.The orthometric height was determined by differential leveling
 AG7609.and adjusted by the National Geodetic Survey in June 1991..
 AG7609
 AG7609.This Tidal Bench Mark is designated as VM 6584
 AG7609.by the Center for Operational Oceanographic Products and Services.
 AG7609
 AG7609.The geoid height was determined by GEOID03.
 AG7609
 AG7609.The dynamic height is computed by dividing the NAVD 88
 AG7609.geopotential number by the normal gravity value computed on the
 AG7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7609.degrees latitude (g = 980.6199 gals.).
 AG7609
 AG7609.The modeled gravity was interpolated from observed gravity values.
 AG7609
 AG7609;                    North         East    Units  Estimated Accuracy
 AG7609;SPC FL W     -   388,290.      162,410.      MT  (+/- 180 meters Scaled)
 AG7609
 AG7609                          SUPERSEDED SURVEY CONTROL
 AG7609
 AG7609.No superseded survey control is available for this station.
 AG7609
 AG7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83)
 AG7609_MARKER: DJ = TIDAL STATION DISK
 AG7609_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7609_SP_SET: BRIDGE CURBING
 AG7609_STAMPING: 6587 B 1977
 AG7609_MARK LOGO: NOS   
 AG7609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7609
 AG7609  HISTORY     - Date     Condition        Report By
 AG7609  HISTORY     - 1977     MONUMENTED       NOS
 AG7609  HISTORY     - 1982     GOOD             FLDNR
 AG7609  HISTORY     - 20031019 GOOD             USPSQD
 AG7609
 AG7609                          STATION DESCRIPTION
 AG7609
 AG7609'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7609'1.3 MI SOUTH FROM GIBSONTON.
 AG7609'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7609'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7609'BULLFROG CREEK AND THE MARK.
 AG7609'THE MARK BEARS 1.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AG7609'NORTHBOUND BRIDGE, AND 12.7 FEET WEST OF THE CENTERLINE OF THE
 AG7609'NORTHBOUND LANE OF U.S. 41.
 AG7609'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG7609
 AG7609                          STATION RECOVERY (2003)
 AG7609
 AG7609'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7610 ***********************************************************************
 AG7610  DESIGNATION -  872 6587 D TIDAL FLDT
 AG7610  PID         -  AG7610
 AG7610  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7610  USGS QUAD   -  GIBSONTON (1987)
 AG7610
 AG7610                         *CURRENT SURVEY CONTROL
 AG7610  ___________________________________________________________________
 AG7610* NAD 83(1986)-  27 50 16.     (N)    082 22 54.     (W)     SCALED    
 AG7610* NAVD 88     -         2.238  (meters)       7.34   (feet)  ADJUSTED  
 AG7610  ___________________________________________________________________
 AG7610  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG7610  DYNAMIC HT  -           2.234 (meters)       7.33  (feet)  COMP
 AG7610  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AG7610
 AG7610  VERT ORDER  -  SECOND    CLASS I
 AG7610
 AG7610.The horizontal coordinates were scaled from a topographic map and have
 AG7610.an estimated accuracy of +/- 6 seconds.
 AG7610
 AG7610.The orthometric height was determined by differential leveling
 AG7610.and adjusted by the National Geodetic Survey in June 1991..
 AG7610
 AG7610.The geoid height was determined by GEOID03.
 AG7610
 AG7610.The dynamic height is computed by dividing the NAVD 88
 AG7610.geopotential number by the normal gravity value computed on the
 AG7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7610.degrees latitude (g = 980.6199 gals.).
 AG7610
 AG7610.The modeled gravity was interpolated from observed gravity values.
 AG7610
 AG7610;                    North         East    Units  Estimated Accuracy
 AG7610;SPC FL W     -   388,290.      162,410.      MT  (+/- 180 meters Scaled)
 AG7610
 AG7610                          SUPERSEDED SURVEY CONTROL
 AG7610
 AG7610.No superseded survey control is available for this station.
 AG7610
 AG7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83)
 AG7610_MARKER: DB = BENCH MARK DISK
 AG7610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7610_SP_SET: BRIDGE ABUTMENT WINGWALL
 AG7610_STAMPING: 6587 D
 AG7610_MARK LOGO: FLDT  
 AG7610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7610+STABILITY: SURFACE MOTION
 AG7610
 AG7610  HISTORY     - Date     Condition        Report By
 AG7610  HISTORY     - UNK      MONUMENTED       FLDT
 AG7610  HISTORY     - 1982     GOOD             FLDNR
 AG7610  HISTORY     - 20031019 GOOD             USPSQD
 AG7610
 AG7610                          STATION DESCRIPTION
 AG7610
 AG7610'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7610'1.3 MI SOUTH FROM GIBSONTON.
 AG7610'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7610'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7610'BULLFROG CREEK AND THE MARK.
 AG7610'THE MARK BEARS 1 FOOT EAST OF THE SOUTHEAST CORNER OF THE NORTHBOUND
 AG7610'BRIDGE, AND 21 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 AG7610'OF U.S. 41.  THE MARK WAS STAMPED BY FLDNR.
 AG7610
 AG7610                          STATION RECOVERY (2003)
 AG7610
 AG7610'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7612 ***********************************************************************
 AG7612  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7612  DESIGNATION -  872 6587 E TIDAL FLDT
 AG7612  PID         -  AG7612
 AG7612  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7612  USGS QUAD   -  GIBSONTON (1987)
 AG7612
 AG7612                         *CURRENT SURVEY CONTROL
 AG7612  ___________________________________________________________________
 AG7612* NAD 83(1986)-  27 50 18.     (N)    082 22 55.     (W)     SCALED    
 AG7612* NAVD 88     -         3.104  (meters)      10.18   (feet)  ADJUSTED  
 AG7612  ___________________________________________________________________
 AG7612  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG7612  DYNAMIC HT  -           3.099 (meters)      10.17  (feet)  COMP
 AG7612  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 AG7612
 AG7612  VERT ORDER  -  SECOND    CLASS I
 AG7612
 AG7612.The horizontal coordinates were scaled from a topographic map and have
 AG7612.an estimated accuracy of +/- 6 seconds.
 AG7612
 AG7612.The orthometric height was determined by differential leveling
 AG7612.and adjusted by the National Geodetic Survey in June 1991..
 AG7612
 AG7612.This Tidal Bench Mark is designated as VM 6585
 AG7612.by the Center for Operational Oceanographic Products and Services.
 AG7612
 AG7612.The geoid height was determined by GEOID03.
 AG7612
 AG7612.The dynamic height is computed by dividing the NAVD 88
 AG7612.geopotential number by the normal gravity value computed on the
 AG7612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7612.degrees latitude (g = 980.6199 gals.).
 AG7612
 AG7612.The modeled gravity was interpolated from observed gravity values.
 AG7612
 AG7612;                    North         East    Units  Estimated Accuracy
 AG7612;SPC FL W     -   388,350.      162,380.      MT  (+/- 180 meters Scaled)
 AG7612
 AG7612                          SUPERSEDED SURVEY CONTROL
 AG7612
 AG7612.No superseded survey control is available for this station.
 AG7612
 AG7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639800(NAD 83)
 AG7612_MARKER: DB = BENCH MARK DISK
 AG7612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7612_SP_SET: BRIDGE ABUTMENT RAILING
 AG7612_STAMPING: 6587 E
 AG7612_MARK LOGO: FLDT  
 AG7612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7612+STABILITY: SURFACE MOTION
 AG7612
 AG7612  HISTORY     - Date     Condition        Report By
 AG7612  HISTORY     - UNK      MONUMENTED       FLDT
 AG7612  HISTORY     - 1982     GOOD             FLDNR
 AG7612
 AG7612                          STATION DESCRIPTION
 AG7612
 AG7612'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7612'1.3 MI SOUTH FROM GIBSONTON.
 AG7612'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7612'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7612'BULLFROG CREEK AND THE MARK.
 AG7612'THE MARK BEARS 19.7 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 AG7612'LANE OF U.S. 41, AND 0.5 FOOT SOUTH OF THE NORTHWEST CORNER OF
 AG7612'THE SOUTHBOUND BRIDGE.
 AG7612'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7429 ***********************************************************************
 AG7429  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7429  DESIGNATION -  872 6588 A TIDAL
 AG7429  PID         -  AG7429
 AG7429  STATE/COUNTY-  FL/PINELLAS
 AG7429  USGS QUAD   -  SEMINOLE (1995)
 AG7429
 AG7429                         *CURRENT SURVEY CONTROL
 AG7429  ___________________________________________________________________
 AG7429* NAD 83(1986)-  27 50 08.     (N)    082 46 26.     (W)     SCALED    
 AG7429* NAVD 88     -         0.900  (meters)       2.95   (feet)  ADJUSTED  
 AG7429  ___________________________________________________________________
 AG7429  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7429  DYNAMIC HT  -           0.899 (meters)       2.95  (feet)  COMP
 AG7429  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG7429
 AG7429  VERT ORDER  -  SECOND    CLASS I
 AG7429
 AG7429.The horizontal coordinates were scaled from a topographic map and have
 AG7429.an estimated accuracy of +/- 6 seconds.
 AG7429
 AG7429.The orthometric height was determined by differential leveling
 AG7429.and adjusted by the National Geodetic Survey in June 1991..
 AG7429
 AG7429.This Tidal Bench Mark is designated as VM 6588
 AG7429.by the Center for Operational Oceanographic Products and Services.
 AG7429
 AG7429.The geoid height was determined by GEOID03.
 AG7429
 AG7429.The dynamic height is computed by dividing the NAVD 88
 AG7429.geopotential number by the normal gravity value computed on the
 AG7429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7429.degrees latitude (g = 980.6199 gals.).
 AG7429
 AG7429.The modeled gravity was interpolated from observed gravity values.
 AG7429
 AG7429;                    North         East    Units  Estimated Accuracy
 AG7429;SPC FL W     -   388,230.      123,770.      MT  (+/- 180 meters Scaled)
 AG7429
 AG7429                          SUPERSEDED SURVEY CONTROL
 AG7429
 AG7429  NGVD 29 (??/??/92)    1.166  (m)            3.83   (f) ADJ UNCH    2 1
 AG7429
 AG7429.Superseded values are not recommended for survey control.
 AG7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7429.See file dsdata.txt to determine how the superseded data were derived.
 AG7429
 AG7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL253802(NAD 83)
 AG7429_MARKER: DJ = TIDAL STATION DISK
 AG7429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7429_SP_SET: COPPER-CLAD STEEL ROD
 AG7429_STAMPING: 6588 A 1976
 AG7429_MARK LOGO: NOS   
 AG7429_PROJECTION: FLUSH
 AG7429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7429_ROD/PIPE-DEPTH: 12.2 meters
 AG7429
 AG7429  HISTORY     - Date     Condition        Report By
 AG7429  HISTORY     - 1976     MONUMENTED       NOS
 AG7429  HISTORY     - 1982     GOOD             FLDNR
 AG7429  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 AG7429
 AG7429                          STATION DESCRIPTION
 AG7429
 AG7429'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7429'0.8 MI EAST FROM SEMINOLE.
 AG7429'BEGIN AT THE INTERSECTION OF STATE ROAD S 694 (74TH AVENUE/PARK
 AG7429'BOULEVARD) AND U.S. ALTERNATE 19 (SEMINOLE BOULEVARD), GO 0.8 MILE
 AG7429'EAST ON STATE ROAD S 694 TO THE ENTRANCE TO THE HOLIDAY CAMPGROUND,
 AG7429'GO SOUTH AND EAST THROUGH THE CAMPGROUND TO THE SOUTHEAST CORNER
 AG7429'OF THE CAMPGROUND AND THE MARK VICINITY. THE MARK BEARS 35.0 FEET
 AG7429'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 12.2 FEET WEST-NORTHWEST
 AG7429'OF THE NORTH END OF THE FISHING PIER, 19 FEET WEST OF A LIGHT POLE,
 AG7429'AND 170 FEET SOUTH-SOUTHEAST OF TIDAL BENCH MARK 6588 B 1976.
 AG7429
 AG7429                          STATION RECOVERY (1996)
 AG7429
 AG7429'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7428 ***********************************************************************
 AG7428  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7428  DESIGNATION -  872 6588 B TIDAL
 AG7428  PID         -  AG7428
 AG7428  STATE/COUNTY-  FL/PINELLAS
 AG7428  USGS QUAD   -  SEMINOLE (1995)
 AG7428
 AG7428                         *CURRENT SURVEY CONTROL
 AG7428  ___________________________________________________________________
 AG7428* NAD 83(1986)-  27 50 08.     (N)    082 46 26.     (W)     SCALED    
 AG7428* NAVD 88     -         1.115  (meters)       3.66   (feet)  ADJUSTED  
 AG7428  ___________________________________________________________________
 AG7428  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7428  DYNAMIC HT  -           1.113 (meters)       3.65  (feet)  COMP
 AG7428  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG7428
 AG7428  VERT ORDER  -  SECOND    CLASS I
 AG7428
 AG7428.The horizontal coordinates were scaled from a topographic map and have
 AG7428.an estimated accuracy of +/- 6 seconds.
 AG7428
 AG7428.The orthometric height was determined by differential leveling
 AG7428.and adjusted by the National Geodetic Survey in June 1991..
 AG7428
 AG7428.This Tidal Bench Mark is designated as VM 6589
 AG7428.by the Center for Operational Oceanographic Products and Services.
 AG7428
 AG7428.The geoid height was determined by GEOID03.
 AG7428
 AG7428.The dynamic height is computed by dividing the NAVD 88
 AG7428.geopotential number by the normal gravity value computed on the
 AG7428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7428.degrees latitude (g = 980.6199 gals.).
 AG7428
 AG7428.The modeled gravity was interpolated from observed gravity values.
 AG7428
 AG7428;                    North         East    Units  Estimated Accuracy
 AG7428;SPC FL W     -   388,230.      123,770.      MT  (+/- 180 meters Scaled)
 AG7428
 AG7428                          SUPERSEDED SURVEY CONTROL
 AG7428
 AG7428  NGVD 29 (??/??/92)    1.381  (m)            4.53   (f) ADJ UNCH    2 1
 AG7428
 AG7428.Superseded values are not recommended for survey control.
 AG7428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7428.See file dsdata.txt to determine how the superseded data were derived.
 AG7428
 AG7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL253802(NAD 83)
 AG7428_MARKER: DJ = TIDAL STATION DISK
 AG7428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7428_SP_SET: COPPER-CLAD STEEL ROD
 AG7428_STAMPING: 6588 B 1976
 AG7428_MARK LOGO: NOS   
 AG7428_PROJECTION: FLUSH
 AG7428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7428_ROD/PIPE-DEPTH: 12.2 meters
 AG7428
 AG7428  HISTORY     - Date     Condition        Report By
 AG7428  HISTORY     - 1976     MONUMENTED       NOS
 AG7428  HISTORY     - 1982     GOOD             FLDNR
 AG7428  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 AG7428
 AG7428                          STATION DESCRIPTION
 AG7428
 AG7428'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7428'0.8 MI EAST FROM SEMINOLE.
 AG7428'BEGIN AT THE INTERSECTION OF STATE ROAD S 694 (74TH AVENUE/PARK
 AG7428'BOULEVARD) AND U.S. ALTERNATE 19 (SEMINOLE BOULEVARD), GO 0.8
 AG7428'MILE EAST ON STATE ROAD S 694 TO THE ENTRANCE TO THE HOLIDAY
 AG7428'CAMPGROUND, GO SOUTH AND EAST THROUGH THE CAMPGROUND TO THE
 AG7428'SOUTHEAST CORNER OF THE CAMPGROUND AND THE MARK VICINITY.  THE
 AG7428'MARK BEARS 13 FEET NORTH OF THE CENTERLINE OF MYRTLE DRIVE, 12
 AG7428'FEET SOUTHWEST OF A 15-INCH DIAMETER OAK TREE, 14 FEET SOUTH
 AG7428'OF A 12-INCH DIAMETER OAK TREE, 170 FEET NORTH-NORTHWEST OF
 AG7428'TIDAL BENCH MARK 6588 A 1976, AND IS AT THE NORTHEAST CORNER
 AG7428'OF THE JUNCTION OF 10TH STREET WITH MYRTLE DRIVE.
 AG7428
 AG7428                          STATION RECOVERY (1996)
 AG7428
 AG7428'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7427 ***********************************************************************
 AG7427  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7427  DESIGNATION -  872 6588 C TIDAL
 AG7427  PID         -  AG7427
 AG7427  STATE/COUNTY-  FL/PINELLAS
 AG7427  USGS QUAD   -  SEMINOLE (1995)
 AG7427
 AG7427                         *CURRENT SURVEY CONTROL
 AG7427  ___________________________________________________________________
 AG7427* NAD 83(1986)-  27 50 08.     (N)    082 46 26.     (W)     SCALED    
 AG7427* NAVD 88     -         1.224  (meters)       4.02   (feet)  ADJUSTED  
 AG7427  ___________________________________________________________________
 AG7427  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG7427  DYNAMIC HT  -           1.223 (meters)       4.01  (feet)  COMP
 AG7427  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG7427
 AG7427  VERT ORDER  -  SECOND    CLASS I
 AG7427
 AG7427.The horizontal coordinates were scaled from a topographic map and have
 AG7427.an estimated accuracy of +/- 6 seconds.
 AG7427
 AG7427.The orthometric height was determined by differential leveling
 AG7427.and adjusted by the National Geodetic Survey in June 1991..
 AG7427
 AG7427.This Tidal Bench Mark is designated as VM 6590
 AG7427.by the Center for Operational Oceanographic Products and Services.
 AG7427
 AG7427.The geoid height was determined by GEOID03.
 AG7427
 AG7427.The dynamic height is computed by dividing the NAVD 88
 AG7427.geopotential number by the normal gravity value computed on the
 AG7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7427.degrees latitude (g = 980.6199 gals.).
 AG7427
 AG7427.The modeled gravity was interpolated from observed gravity values.
 AG7427
 AG7427;                    North         East    Units  Estimated Accuracy
 AG7427;SPC FL W     -   388,230.      123,770.      MT  (+/- 180 meters Scaled)
 AG7427
 AG7427                          SUPERSEDED SURVEY CONTROL
 AG7427
 AG7427  NGVD 29 (??/??/92)    1.490  (m)            4.89   (f) ADJ UNCH    2 1
 AG7427
 AG7427.Superseded values are not recommended for survey control.
 AG7427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7427.See file dsdata.txt to determine how the superseded data were derived.
 AG7427
 AG7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL253802(NAD 83)
 AG7427_MARKER: DJ = TIDAL STATION DISK
 AG7427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7427_SP_SET: COPPER-CLAD STEEL ROD
 AG7427_STAMPING: 6588 C 1976
 AG7427_MARK LOGO: NOS   
 AG7427_PROJECTION: RECESSED 15 CENTIMETERS
 AG7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7427_ROD/PIPE-DEPTH: 12.2 meters
 AG7427
 AG7427  HISTORY     - Date     Condition        Report By
 AG7427  HISTORY     - 1976     MONUMENTED       NOS
 AG7427  HISTORY     - 1982     GOOD             FLDNR
 AG7427  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 AG7427
 AG7427                          STATION DESCRIPTION
 AG7427
 AG7427'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7427'0.8 MI EAST FROM SEMINOLE.
 AG7427'BEGIN AT THE INTERSECTION OF STATE ROAD S 694 (74TH AVENUE/PARK
 AG7427'BOULEVARD) AND U.S. ALTERNATE 19 (SEMINOLE BOULEVARD), GO 0.8 MILE
 AG7427'EAST ON STATE ROAD S 694 TO THE ENTRANCE TO THE HOLIDAY CAMPGROUND,
 AG7427'GO SOUTH AND EAST THROUGH THE CAMPGROUND TO THE SOUTHEAST CORNER
 AG7427'OF THE CAMPGROUND AND THE MARK VICINITY.  THE MARK BEARS
 AG7427'78 FEET WEST OF THE CENTERLINE OF 9TH STREET,
 AG7427'23 FEET NORTH OF THE CENTERLINE OF MYRTLE DRIVE, 1 FOOT NORTH OF
 AG7427'THE POWER POLE FOR CAMPSITES 61 AND 63, AND 50 FEET
 AG7427'SOUTH OF THE POWER POLE FOR CAMPSITES 57 AND 59.
 AG7427
 AG7427                          STATION RECOVERY (1996)
 AG7427
 AG7427'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7153 ***********************************************************************
 AG7153  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7153  DESIGNATION -  872 6589 A TIDAL
 AG7153  PID         -  AG7153
 AG7153  STATE/COUNTY-  FL/PINELLAS
 AG7153  USGS QUAD   -  SEMINOLE (1995)
 AG7153
 AG7153                         *CURRENT SURVEY CONTROL
 AG7153  ___________________________________________________________________
 AG7153* NAD 83(1986)-  27 49 59.     (N)    082 45 12.     (W)     SCALED    
 AG7153* NAVD 88     -         3.510  (meters)      11.52   (feet)  ADJUSTED  
 AG7153  ___________________________________________________________________
 AG7153  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7153  DYNAMIC HT  -           3.505 (meters)      11.50  (feet)  COMP
 AG7153  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG7153
 AG7153  VERT ORDER  -  SECOND    CLASS I
 AG7153
 AG7153.The horizontal coordinates were scaled from a topographic map and have
 AG7153.an estimated accuracy of +/- 6 seconds.
 AG7153
 AG7153.The orthometric height was determined by differential leveling
 AG7153.and adjusted by the National Geodetic Survey in June 1991..
 AG7153
 AG7153.This Tidal Bench Mark is designated as VM 6592
 AG7153.by the Center for Operational Oceanographic Products and Services.
 AG7153
 AG7153.The geoid height was determined by GEOID03.
 AG7153
 AG7153.The dynamic height is computed by dividing the NAVD 88
 AG7153.geopotential number by the normal gravity value computed on the
 AG7153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7153.degrees latitude (g = 980.6199 gals.).
 AG7153
 AG7153.The modeled gravity was interpolated from observed gravity values.
 AG7153
 AG7153;                    North         East    Units  Estimated Accuracy
 AG7153;SPC FL W     -   387,940.      125,790.      MT  (+/- 180 meters Scaled)
 AG7153
 AG7153                          SUPERSEDED SURVEY CONTROL
 AG7153
 AG7153  NGVD 29 (??/??/92)    3.776  (m)           12.39   (f) ADJ UNCH    2 1
 AG7153
 AG7153.Superseded values are not recommended for survey control.
 AG7153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7153.See file dsdata.txt to determine how the superseded data were derived.
 AG7153
 AG7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273799(NAD 83)
 AG7153_MARKER: DD = SURVEY DISK
 AG7153_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AG7153+WITH SETTING: INFORMATION.
 AG7153_SP_SET: SHALLOW SET METAL ROD
 AG7153_STAMPING: 6589 A 1976
 AG7153_MARK LOGO: NOS   
 AG7153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7153
 AG7153  HISTORY     - Date     Condition        Report By
 AG7153  HISTORY     - 1976     MONUMENTED       NOS
 AG7153  HISTORY     - 1977     GOOD             FL-103
 AG7153  HISTORY     - 1982     GOOD             FLDNR
 AG7153
 AG7153                          STATION DESCRIPTION
 AG7153
 AG7153'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7153'IN ST PETERSBURG.
 AG7153'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7153'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7153'FOR 1.70 MILES TO THE S.E. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7153'ON RIGHT, 42.0 FT. EAST OF THE CENTERLINE OF PARK ST., 188.0 FT. SOUTH
 AG7153'OF THE S.E. END OF A CONCRETE HANDRAIL, 76.0 FT. S.E. OF THE
 AG7153'CENTERLINE OF A MANHOLE IN INLET, 10.0 FT. EAST OF THE EDGE OF
 AG7153'PAVEMENT, 0.5 FT. NORTH OF THE MOST SOUTHERLY CONCRETE POST OF THE
 AG7153'EAST GUARDRAIL. SET IN THE TOP OF A METAL ROD THAT IS 2 INCH BELOW THE
 AG7153'GROUND.
 AG7153
 AG7153                          STATION RECOVERY (1982)
 AG7153
 AG7153'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7158 ***********************************************************************
 AG7158  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7158  DESIGNATION -  872 6589 B TIDAL
 AG7158  PID         -  AG7158
 AG7158  STATE/COUNTY-  FL/PINELLAS
 AG7158  USGS QUAD   -  SEMINOLE (1995)
 AG7158
 AG7158                         *CURRENT SURVEY CONTROL
 AG7158  ___________________________________________________________________
 AG7158* NAD 83(1986)-  27 49 59.     (N)    082 45 12.     (W)     SCALED    
 AG7158* NAVD 88     -         1.280  (meters)       4.20   (feet)  ADJUSTED  
 AG7158  ___________________________________________________________________
 AG7158  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG7158  DYNAMIC HT  -           1.279 (meters)       4.20  (feet)  COMP
 AG7158  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG7158
 AG7158  VERT ORDER  -  SECOND    CLASS I
 AG7158
 AG7158.The horizontal coordinates were scaled from a topographic map and have
 AG7158.an estimated accuracy of +/- 6 seconds.
 AG7158
 AG7158.The orthometric height was determined by differential leveling
 AG7158.and adjusted by the National Geodetic Survey in June 1991..
 AG7158
 AG7158.This Tidal Bench Mark is designated as VM 6593
 AG7158.by the Center for Operational Oceanographic Products and Services.
 AG7158
 AG7158.The geoid height was determined by GEOID03.
 AG7158
 AG7158.The dynamic height is computed by dividing the NAVD 88
 AG7158.geopotential number by the normal gravity value computed on the
 AG7158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7158.degrees latitude (g = 980.6199 gals.).
 AG7158
 AG7158.The modeled gravity was interpolated from observed gravity values.
 AG7158
 AG7158;                    North         East    Units  Estimated Accuracy
 AG7158;SPC FL W     -   387,940.      125,790.      MT  (+/- 180 meters Scaled)
 AG7158
 AG7158                          SUPERSEDED SURVEY CONTROL
 AG7158
 AG7158  NGVD 29 (??/??/92)    1.547  (m)            5.08   (f) ADJ UNCH    2 1
 AG7158
 AG7158.Superseded values are not recommended for survey control.
 AG7158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7158.See file dsdata.txt to determine how the superseded data were derived.
 AG7158
 AG7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273799(NAD 83)
 AG7158_MARKER: DD = SURVEY DISK
 AG7158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7158_SP_SET: SEAWALL
 AG7158_STAMPING: 6589 B 1976
 AG7158_MARK LOGO: NOS   
 AG7158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7158
 AG7158  HISTORY     - Date     Condition        Report By
 AG7158  HISTORY     - 1976     MONUMENTED       NOS
 AG7158  HISTORY     - 1977     GOOD             FL-103
 AG7158  HISTORY     - 1982     GOOD             FLDNR
 AG7158
 AG7158                          STATION DESCRIPTION
 AG7158
 AG7158'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7158'IN ST PETERSBURG.
 AG7158'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7158'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7158'FOR 1.70 MILES TO THE S.E. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7158'ON RIGHT, 18.0 FT. EAST OF THE CENTERLINE OF THE NORTH BOUND BRIDGE,
 AG7158'35.7 FT. N.W. OF THE S.E. END OF THE NORTH BOUND BRIDGE HANDRAIL,
 AG7158'100.8 FT. S.W. OF THE END OF CONCRETE SEAWALL. SET IN THE TOP OF THE
 AG7158'CONCRETE SEAWALL.
 AG7158
 AG7158                          STATION RECOVERY (1982)
 AG7158
 AG7158'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7431 ***********************************************************************
 AG7431  DESIGNATION -  872 6594 F TIDAL FLDNR
 AG7431  PID         -  AG7431
 AG7431  STATE/COUNTY-  FL/PINELLAS
 AG7431  USGS QUAD   -  PORT TAMPA (1983)
 AG7431
 AG7431                         *CURRENT SURVEY CONTROL
 AG7431  ___________________________________________________________________
 AG7431* NAD 83(1986)-  27 50 37.     (N)    082 36 35.     (W)     SCALED    
 AG7431* NAVD 88     -         0.680  (meters)       2.23   (feet)  ADJUSTED  
 AG7431  ___________________________________________________________________
 AG7431  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7431  DYNAMIC HT  -           0.679 (meters)       2.23  (feet)  COMP
 AG7431  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AG7431
 AG7431  VERT ORDER  -  SECOND    CLASS I
 AG7431
 AG7431.The horizontal coordinates were scaled from a topographic map and have
 AG7431.an estimated accuracy of +/- 6 seconds.
 AG7431
 AG7431.The orthometric height was determined by differential leveling
 AG7431.and adjusted by the National Geodetic Survey in June 1991..
 AG7431
 AG7431.The geoid height was determined by GEOID03.
 AG7431
 AG7431.The dynamic height is computed by dividing the NAVD 88
 AG7431.geopotential number by the normal gravity value computed on the
 AG7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7431.degrees latitude (g = 980.6199 gals.).
 AG7431
 AG7431.The modeled gravity was interpolated from observed gravity values.
 AG7431
 AG7431;                    North         East    Units  Estimated Accuracy
 AG7431;SPC FL W     -   389,030.      139,940.      MT  (+/- 180 meters Scaled)
 AG7431
 AG7431                          SUPERSEDED SURVEY CONTROL
 AG7431
 AG7431  NGVD 29 (??/??/92)    0.942  (m)            3.09   (f) ADJ UNCH    2 1
 AG7431
 AG7431.Superseded values are not recommended for survey control.
 AG7431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7431.See file dsdata.txt to determine how the superseded data were derived.
 AG7431
 AG7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414809(NAD 83)
 AG7431_MARKER: DJ = TIDAL STATION DISK
 AG7431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7431_SP_SET: STAINLESS STEEL ROD
 AG7431_STAMPING: 6594 F 1982
 AG7431_MARK LOGO: FLDNR 
 AG7431_PROJECTION: PROJECTING 20 CENTIMETERS
 AG7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7431_ROD/PIPE-DEPTH: 12.2 meters
 AG7431
 AG7431  HISTORY     - Date     Condition        Report By
 AG7431  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7431  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG7431  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7431  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG7431
 AG7431                          STATION DESCRIPTION
 AG7431
 AG7431'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7431'IN ST PETERSBURG.
 AG7431'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND
 AG7431'GANDY BOULEVARD (U.S. HIGHWAY 92/STATE ROAD 600), GO 1.15 MILES
 AG7431'EAST ON GANDY BOULEVARD TO THE T-JUNCTION OF SAN MARTIN BOULEVARD,
 AG7431'GO 1.0 MILE SOUTH ON SAN MARTIN BOULEVARD TO THE Y-JUNCTION OF
 AG7431'WEEDON DRIVE, GO 0.3 MILE EAST AND SOUTH ON WEEDON DRIVE
 AG7431'TO THE END OF THE PAVEMENT, CONTINUE 1.45 MILES SOUTH ON THE DIRT
 AG7431'ROAD TO THE MARK.  THE MARK BEARS 17.4 FEET NORTHWEST OF THE
 AG7431'CENTERLINE OF THE ROAD AND 332.3 FEET NORTH OF THE CENTER OF A
 AG7431'METAL GUARDRAIL THAT BLOCKS THE BEGINNING OF THE ABANDONED WEEDON
 AG7431'ISLAND BRIDGE.
 AG7431'THE MARK IS 1.2 FT  SE FROM A WITNESS POST.
 AG7431
 AG7431                          STATION RECOVERY (1999)
 AG7431
 AG7431'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7431'MARK NOT FOUND.
 AG7431
 AG7431                          STATION RECOVERY (2001)
 AG7431
 AG7431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7431'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7431
 AG7431                          STATION RECOVERY (2004)
 AG7431
 AG7431'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7430 ***********************************************************************
 AG7430  DESIGNATION -  872 6594 G TIDAL FLDNR
 AG7430  PID         -  AG7430
 AG7430  STATE/COUNTY-  FL/PINELLAS
 AG7430  USGS QUAD   -  PORT TAMPA (1983)
 AG7430
 AG7430                         *CURRENT SURVEY CONTROL
 AG7430  ___________________________________________________________________
 AG7430* NAD 83(1986)-  27 50 37.     (N)    082 36 35.     (W)     SCALED    
 AG7430* NAVD 88     -         1.507  (meters)       4.94   (feet)  ADJUSTED  
 AG7430  ___________________________________________________________________
 AG7430  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7430  DYNAMIC HT  -           1.504 (meters)       4.93  (feet)  COMP
 AG7430  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AG7430
 AG7430  VERT ORDER  -  SECOND    CLASS I
 AG7430
 AG7430.The horizontal coordinates were scaled from a topographic map and have
 AG7430.an estimated accuracy of +/- 6 seconds.
 AG7430
 AG7430.The orthometric height was determined by differential leveling
 AG7430.and adjusted by the National Geodetic Survey in June 1991..
 AG7430
 AG7430.The geoid height was determined by GEOID03.
 AG7430
 AG7430.The dynamic height is computed by dividing the NAVD 88
 AG7430.geopotential number by the normal gravity value computed on the
 AG7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7430.degrees latitude (g = 980.6199 gals.).
 AG7430
 AG7430.The modeled gravity was interpolated from observed gravity values.
 AG7430
 AG7430;                    North         East    Units  Estimated Accuracy
 AG7430;SPC FL W     -   389,030.      139,940.      MT  (+/- 180 meters Scaled)
 AG7430
 AG7430                          SUPERSEDED SURVEY CONTROL
 AG7430
 AG7430  NGVD 29 (??/??/92)    1.769  (m)            5.80   (f) ADJ UNCH    2 1
 AG7430
 AG7430.Superseded values are not recommended for survey control.
 AG7430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7430.See file dsdata.txt to determine how the superseded data were derived.
 AG7430
 AG7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414809(NAD 83)
 AG7430_MARKER: DJ = TIDAL STATION DISK
 AG7430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7430_SP_SET: STAINLESS STEEL ROD
 AG7430_STAMPING: 6594 G 1982
 AG7430_MARK LOGO: FLDNR 
 AG7430_PROJECTION: PROJECTING 46 CENTIMETERS
 AG7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7430_ROD/PIPE-DEPTH: 12.2 meters
 AG7430
 AG7430  HISTORY     - Date     Condition        Report By
 AG7430  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7430  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG7430  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7430  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG7430
 AG7430                          STATION DESCRIPTION
 AG7430
 AG7430'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7430'IN ST PETERSBURG.
 AG7430'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND
 AG7430'GANDY BOULEVARD (U.S. HIGHWAY 92/STATE ROAD 600), GO 1.15 MILES
 AG7430'EAST ON GANDY BOULEVARD TO THE T-JUNCTION OF SAN MARTIN BOULEVARD,
 AG7430'GO 1.0 MILE SOUTH ON SAN MARTIN BOULEVARD TO THE Y-JUNCTION OF
 AG7430'WEEDON DRIVE, GO 0.3 MILE EAST AND SOUTH ON WEEDON DRIVE TO THE
 AG7430'END OF THE PAVEMENT, CONTINUE 0.45 MILE SOUTH ON THE DIRT ROAD
 AG7430'TO THE MARK.  THE MARK BEARS 17.0 FEET EAST OF THE CENTERLINE OF
 AG7430'THE ROAD AND 3.5 FEET NORTHWEST OF POWER POLE 186402.  THE DISK IS
 AG7430'A FLORIDA TIDAL BENCH MARK.
 AG7430'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
 AG7430'THE MARK IS 1 FT ABOVE ROAD.
 AG7430
 AG7430                          STATION RECOVERY (1999)
 AG7430
 AG7430'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7430'MARK NOT FOUND.
 AG7430
 AG7430                          STATION RECOVERY (2001)
 AG7430
 AG7430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7430
 AG7430                          STATION RECOVERY (2004)
 AG7430
 AG7430'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7432 ***********************************************************************
 AG7432  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7432  DESIGNATION -  872 6603 B TIDAL
 AG7432  PID         -  AG7432
 AG7432  STATE/COUNTY-  FL/PINELLAS
 AG7432  USGS QUAD   -  PORT TAMPA (1983)
 AG7432
 AG7432                         *CURRENT SURVEY CONTROL
 AG7432  ___________________________________________________________________
 AG7432* NAD 83(1986)-  27 51 19.     (N)    082 37 26.     (W)     SCALED    
 AG7432* NAVD 88     -         1.125  (meters)       3.69   (feet)  ADJUSTED  
 AG7432  ___________________________________________________________________
 AG7432  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7432  DYNAMIC HT  -           1.123 (meters)       3.68  (feet)  COMP
 AG7432  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AG7432
 AG7432  VERT ORDER  -  SECOND    CLASS I
 AG7432
 AG7432.The horizontal coordinates were scaled from a topographic map and have
 AG7432.an estimated accuracy of +/- 6 seconds.
 AG7432
 AG7432.The orthometric height was determined by differential leveling
 AG7432.and adjusted by the National Geodetic Survey in June 1991..
 AG7432
 AG7432.This Tidal Bench Mark is designated as VM 10667
 AG7432.by the Center for Operational Oceanographic Products and Services.
 AG7432
 AG7432.The geoid height was determined by GEOID03.
 AG7432
 AG7432.The dynamic height is computed by dividing the NAVD 88
 AG7432.geopotential number by the normal gravity value computed on the
 AG7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7432.degrees latitude (g = 980.6199 gals.).
 AG7432
 AG7432.The modeled gravity was interpolated from observed gravity values.
 AG7432
 AG7432;                    North         East    Units  Estimated Accuracy
 AG7432;SPC FL W     -   390,330.      138,550.      MT  (+/- 180 meters Scaled)
 AG7432
 AG7432                          SUPERSEDED SURVEY CONTROL
 AG7432
 AG7432  NGVD 29 (??/??/92)    1.387  (m)            4.55   (f) ADJ UNCH    2 1
 AG7432
 AG7432.Superseded values are not recommended for survey control.
 AG7432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7432.See file dsdata.txt to determine how the superseded data were derived.
 AG7432
 AG7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401822(NAD 83)
 AG7432_MARKER: DJ = TIDAL STATION DISK
 AG7432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7432_SP_SET: COPPER-CLAD STEEL ROD
 AG7432_STAMPING: 6603 B 1976
 AG7432_MARK LOGO: NOS   
 AG7432_PROJECTION: FLUSH
 AG7432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7432+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 AG7432_ROD/PIPE-DEPTH: 12.2 meters
 AG7432
 AG7432  HISTORY     - Date     Condition        Report By
 AG7432  HISTORY     - 1976     MONUMENTED       NOS
 AG7432  HISTORY     - 1982     GOOD             FLDNR
 AG7432  HISTORY     - 19990209 GOOD             USPSQD
 AG7432  HISTORY     - 20010331 GOOD             NGS
 AG7432  HISTORY     - 20031210 GOOD             USPSQD
 AG7432
 AG7432                          STATION DESCRIPTION
 AG7432
 AG7432'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7432'IN ST PETERSBURG.
 AG7432'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7432'STATE ROAD 687 (4TH STREET NORTH), GO 1.15 MILES EAST ON U.S. 92 TO
 AG7432'SAN MARTIN BOULEVARD, GO 1.15 MILES SOUTHERLY ON SAN MARTIN
 AG7432'BOULEVARD TO THE MARK.  THE MARK BEARS 42 FEET EAST OF THE
 AG7432'CENTERLINE OF THE BOULEVARD, 27.5 FEET NORTH OF THE CENTERLINE OF
 AG7432'WEEDON DRIVE N.E., 6 FEET NORTHEAST OF TELEPHONE POLE NO 9010,
 AG7432'AND 42.5 FEET WEST OF A LONE CABBAGE PALM.
 AG7432
 AG7432                          STATION RECOVERY (1999)
 AG7432
 AG7432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7432'RECOVERED IN GOOD CONDITION.
 AG7432
 AG7432                          STATION RECOVERY (2001)
 AG7432
 AG7432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7432
 AG7432                          STATION RECOVERY (2003)
 AG7432
 AG7432'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7432'CHANGE DESCRIPTION TO READ   ...TO THE MARK. IT IS INSIDE A THREE INCH
 AG7432'PVC PIPE, SIX INCHES BELOW GROUND LEVEL.   ...
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7433 ***********************************************************************
 AG7433  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7433  DESIGNATION -  872 6603 C TIDAL
 AG7433  PID         -  AG7433
 AG7433  STATE/COUNTY-  FL/PINELLAS
 AG7433  USGS QUAD   -  PORT TAMPA (1983)
 AG7433
 AG7433                         *CURRENT SURVEY CONTROL
 AG7433  ___________________________________________________________________
 AG7433* NAD 83(1986)-  27 51 07.     (N)    082 37 26.     (W)     SCALED    
 AG7433* NAVD 88     -         1.729  (meters)       5.67   (feet)  ADJUSTED  
 AG7433  ___________________________________________________________________
 AG7433  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7433  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 AG7433  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AG7433
 AG7433  VERT ORDER  -  SECOND    CLASS I
 AG7433
 AG7433.The horizontal coordinates were scaled from a topographic map and have
 AG7433.an estimated accuracy of +/- 6 seconds.
 AG7433
 AG7433.The orthometric height was determined by differential leveling
 AG7433.and adjusted by the National Geodetic Survey in June 1991..
 AG7433
 AG7433.This Tidal Bench Mark is designated as VM 10668
 AG7433.by the Center for Operational Oceanographic Products and Services.
 AG7433
 AG7433.The geoid height was determined by GEOID03.
 AG7433
 AG7433.The dynamic height is computed by dividing the NAVD 88
 AG7433.geopotential number by the normal gravity value computed on the
 AG7433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7433.degrees latitude (g = 980.6199 gals.).
 AG7433
 AG7433.The modeled gravity was interpolated from observed gravity values.
 AG7433
 AG7433;                    North         East    Units  Estimated Accuracy
 AG7433;SPC FL W     -   389,960.      138,550.      MT  (+/- 180 meters Scaled)
 AG7433
 AG7433                          SUPERSEDED SURVEY CONTROL
 AG7433
 AG7433  NGVD 29 (??/??/92)    1.991  (m)            6.53   (f) ADJ UNCH    2 1
 AG7433
 AG7433.Superseded values are not recommended for survey control.
 AG7433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7433.See file dsdata.txt to determine how the superseded data were derived.
 AG7433
 AG7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401818(NAD 83)
 AG7433_MARKER: DJ = TIDAL STATION DISK
 AG7433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7433_SP_SET: BRIDGE WINGWALL
 AG7433_STAMPING: 6603 C 1976
 AG7433_MARK LOGO: NOS   
 AG7433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7433+STABILITY: SURFACE MOTION
 AG7433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7433+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 AG7433
 AG7433  HISTORY     - Date     Condition        Report By
 AG7433  HISTORY     - 1976     MONUMENTED       NOS
 AG7433  HISTORY     - 1982     GOOD             FLDNR
 AG7433  HISTORY     - 19990209 GOOD             USPSQD
 AG7433  HISTORY     - 20010331 GOOD             NGS
 AG7433  HISTORY     - 20031210 GOOD             USPSQD
 AG7433
 AG7433                          STATION DESCRIPTION
 AG7433
 AG7433'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7433'IN ST PETERSBURG.
 AG7433'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7433'STATE ROAD 687 (4TH STREET NORTH), GO 1.15 MILES EAST ON U.S. 92 TO
 AG7433'SAN MARTIN BOULEVARD, GO 1.40 MILES SOUTHERLY ON SAN MARTIN
 AG7433'BOULEVARD TO A BRIDGE AND THE MARK.  THE MARK IS SET IN THE
 AG7433'NORTHWEST WINGWALL, 27 FEET WEST OF THE CENTERLINE OF THE BOULEVARD,
 AG7433'AND 2 FEET FROM THE END OF THE WINGWALL.
 AG7433'THE MARK IS 2 FT BELOW ROAD.
 AG7433
 AG7433                          STATION RECOVERY (1999)
 AG7433
 AG7433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7433'RECOVERED IN GOOD CONDITION.
 AG7433
 AG7433                          STATION RECOVERY (2001)
 AG7433
 AG7433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7433
 AG7433                          STATION RECOVERY (2003)
 AG7433
 AG7433'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7532 ***********************************************************************
 AG7532  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7532  DESIGNATION -  872 6604 TIDAL 1
 AG7532  PID         -  AG7532
 AG7532  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7532  USGS QUAD   -  GIBSONTON (1987)
 AG7532
 AG7532                         *CURRENT SURVEY CONTROL
 AG7532  ___________________________________________________________________
 AG7532* NAD 83(1986)-  27 51 19.     (N)    082 28 54.     (W)     SCALED    
 AG7532* NAVD 88     -         1.435  (meters)       4.71   (feet)  ADJUSTED  
 AG7532  ___________________________________________________________________
 AG7532  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AG7532  DYNAMIC HT  -           1.432 (meters)       4.70  (feet)  COMP
 AG7532  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 AG7532
 AG7532  VERT ORDER  -  SECOND    CLASS I
 AG7532
 AG7532.This mark is at Mac Dill Afb Airport (MCF)
 AG7532
 AG7532.The horizontal coordinates were scaled from a topographic map and have
 AG7532.an estimated accuracy of +/- 6 seconds.
 AG7532
 AG7532.The orthometric height was determined by differential leveling
 AG7532.and adjusted by the National Geodetic Survey in June 1991..
 AG7532
 AG7532.This Tidal Bench Mark is designated as VM 6608
 AG7532.by the Center for Operational Oceanographic Products and Services.
 AG7532
 AG7532.The geoid height was determined by GEOID03.
 AG7532
 AG7532.The dynamic height is computed by dividing the NAVD 88
 AG7532.geopotential number by the normal gravity value computed on the
 AG7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7532.degrees latitude (g = 980.6199 gals.).
 AG7532
 AG7532.The modeled gravity was interpolated from observed gravity values.
 AG7532
 AG7532;                    North         East    Units  Estimated Accuracy
 AG7532;SPC FL W     -   390,270.      152,560.      MT  (+/- 180 meters Scaled)
 AG7532
 AG7532                          SUPERSEDED SURVEY CONTROL
 AG7532
 AG7532  NGVD 29 (??/??/92)    1.700  (m)            5.58   (f) ADJ UNCH    2 1
 AG7532
 AG7532.Superseded values are not recommended for survey control.
 AG7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7532.See file dsdata.txt to determine how the superseded data were derived.
 AG7532
 AG7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541820(NAD 83)
 AG7532_MARKER: DJ = TIDAL STATION DISK
 AG7532_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7532+WITH SETTING: PAVEMENT
 AG7532_SP_SET: CONCRETE PAD
 AG7532_STAMPING: NO 1 1975
 AG7532_MARK LOGO: NOS   
 AG7532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7532+STABILITY: SURFACE MOTION
 AG7532
 AG7532  HISTORY     - Date     Condition        Report By
 AG7532  HISTORY     - 1975     MONUMENTED       NOS
 AG7532  HISTORY     - 1982     GOOD             FLDNR
 AG7532  HISTORY     - 1990     GOOD             USPSQD
 AG7532  HISTORY     - 19990321 GOOD             USPSQD
 AG7532  HISTORY     - 20030921 MARK NOT FOUND   USPSQD
 AG7532
 AG7532                          STATION DESCRIPTION
 AG7532
 AG7532'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7532'IN TAMPA.
 AG7532'THE MARK IS AT MACDILL AIR FORCE BASE, 0.8 MILE SOUTH ALONG
 AG7532'BAYSHORE DRIVE FROM THE BAYSHORE DRIVE ENTRANCE GATE.  THE MARK IS
 AG7532'NEAR THE DOCKS, 35 FEET WEST OF THE WEST EDGE OF THE DOCK, 23.35
 AG7532'FEET NORTHEAST OF THE NORTHWEST CORNER OF BUILDING 353, 22.7
 AG7532'FEET NORTHWEST OF THE NORTHEAST CORNER OF BUILDING 353, AND 158
 AG7532'FEET NORTHEAST OF TIDAL BENCH MARK NO 2 1975.
 AG7532'THE MARK IS 1 FT ABOVE GROUND.
 AG7532
 AG7532                          STATION RECOVERY (1990)
 AG7532
 AG7532'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7532'RECOVERED IN GOOD CONDITION.
 AG7532
 AG7532                          STATION RECOVERY (1999)
 AG7532
 AG7532'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7532'RECOVERED IN GOOD CONDITION.
 AG7532
 AG7532                          STATION RECOVERY (2003)
 AG7532
 AG7532'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7532'MARK NOT FOUND. BUILDING 353 HAS BEEN DEMOLISHED. THE SITE IS FENCED
 AG7532'IN AND IS UNDER CONSTRUCTION WITH NO TRESPASSING.  IT COULD NOT BE
 AG7532'DETERMINED IF THE MARK STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7533 ***********************************************************************
 AG7533  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7533  DESIGNATION -  872 6604 TIDAL 2
 AG7533  PID         -  AG7533
 AG7533  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7533  USGS QUAD   -  GIBSONTON (1987)
 AG7533
 AG7533                         *CURRENT SURVEY CONTROL
 AG7533  ___________________________________________________________________
 AG7533* NAD 83(1986)-  27 51 19.     (N)    082 28 54.     (W)     SCALED    
 AG7533* NAVD 88     -         1.409  (meters)       4.62   (feet)  ADJUSTED  
 AG7533  ___________________________________________________________________
 AG7533  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AG7533  DYNAMIC HT  -           1.407 (meters)       4.62  (feet)  COMP
 AG7533  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 AG7533
 AG7533  VERT ORDER  -  SECOND    CLASS I
 AG7533
 AG7533.This mark is at Mac Dill Afb Airport (MCF)
 AG7533
 AG7533.The horizontal coordinates were scaled from a topographic map and have
 AG7533.an estimated accuracy of +/- 6 seconds.
 AG7533
 AG7533.The orthometric height was determined by differential leveling
 AG7533.and adjusted by the National Geodetic Survey in June 1991..
 AG7533
 AG7533.This Tidal Bench Mark is designated as VM 6609
 AG7533.by the Center for Operational Oceanographic Products and Services.
 AG7533
 AG7533.The geoid height was determined by GEOID03.
 AG7533
 AG7533.The dynamic height is computed by dividing the NAVD 88
 AG7533.geopotential number by the normal gravity value computed on the
 AG7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7533.degrees latitude (g = 980.6199 gals.).
 AG7533
 AG7533.The modeled gravity was interpolated from observed gravity values.
 AG7533
 AG7533;                    North         East    Units  Estimated Accuracy
 AG7533;SPC FL W     -   390,270.      152,560.      MT  (+/- 180 meters Scaled)
 AG7533
 AG7533                          SUPERSEDED SURVEY CONTROL
 AG7533
 AG7533  NGVD 29 (??/??/92)    1.674  (m)            5.49   (f) ADJ UNCH    2 1
 AG7533
 AG7533.Superseded values are not recommended for survey control.
 AG7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7533.See file dsdata.txt to determine how the superseded data were derived.
 AG7533
 AG7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541820(NAD 83)
 AG7533_MARKER: DJ = TIDAL STATION DISK
 AG7533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7533_SP_SET: COPPER-CLAD STEEL ROD
 AG7533_STAMPING: NO 2 1975
 AG7533_MARK LOGO: NOS   
 AG7533_PROJECTION: FLUSH
 AG7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7533_ROD/PIPE-DEPTH: 14.6 meters
 AG7533
 AG7533  HISTORY     - Date     Condition        Report By
 AG7533  HISTORY     - 1975     MONUMENTED       NOS
 AG7533  HISTORY     - 1982     GOOD             FLDNR
 AG7533  HISTORY     - 1990     GOOD             USPSQD
 AG7533  HISTORY     - 20030921 MARK NOT FOUND   USPSQD
 AG7533
 AG7533                          STATION DESCRIPTION
 AG7533
 AG7533'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7533'IN TAMPA.
 AG7533'THE MARK IS AT MACDILL AIR FORCE BASE, 0.8 MILE SOUTH ALONG BAYSHORE
 AG7533'DRIVE FROM THE BAYSHORE DRIVE ENTRANCE GATE.  THE MARK IS NEAR THE
 AG7533'DOCKS AND BUILDING 353, 62.5 FEET EAST OF THE CENTERLINE OF BAYSHORE
 AG7533'DRIVE, 2 FEET NORTH OF POWER POLE 1-29A1, 173 FEET WEST OF THE
 AG7533'WEST EDGE OF THE DOCK, 158 FEET SOUTHWEST OF TIDAL BENCH MARK NO 1
 AG7533'1975, AND 158 FEET WEST OF TIDAL BENCH MARK MDF 46 1952.
 AG7533
 AG7533                          STATION RECOVERY (1990)
 AG7533
 AG7533'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7533'RECOVERED IN GOOD CONDITION.
 AG7533
 AG7533                          STATION RECOVERY (2003)
 AG7533
 AG7533'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7533'MARK NOT FOUND. BUILDING 353 HAS BEEN DEMOLISHED. THE SITE IS FENCED
 AG7533'IN AND IS UNDER CONSTRUCTION WITH NO TRESPASSING.  IT COULD NOT BE
 AG7533'DETERMINED IF THE MARK STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7434 ***********************************************************************
 AG7434  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7434  DESIGNATION -  872 6605 B TIDAL
 AG7434  PID         -  AG7434
 AG7434  STATE/COUNTY-  FL/PINELLAS
 AG7434  USGS QUAD   -  ST PETERSBURG (1987)
 AG7434
 AG7434                         *CURRENT SURVEY CONTROL
 AG7434  ___________________________________________________________________
 AG7434* NAD 83(1986)-  27 50 50.     (N)    082 37 46.     (W)     SCALED    
 AG7434* NAVD 88     -         1.572  (meters)       5.16   (feet)  ADJUSTED  
 AG7434  ___________________________________________________________________
 AG7434  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AG7434  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 AG7434  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AG7434
 AG7434  VERT ORDER  -  SECOND    CLASS I
 AG7434
 AG7434.The horizontal coordinates were scaled from a topographic map and have
 AG7434.an estimated accuracy of +/- 6 seconds.
 AG7434
 AG7434.The orthometric height was determined by differential leveling
 AG7434.and adjusted by the National Geodetic Survey in June 1991..
 AG7434
 AG7434.This Tidal Bench Mark is designated as VM 11290
 AG7434.by the Center for Operational Oceanographic Products and Services.
 AG7434
 AG7434.The geoid height was determined by GEOID03.
 AG7434
 AG7434.The dynamic height is computed by dividing the NAVD 88
 AG7434.geopotential number by the normal gravity value computed on the
 AG7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7434.degrees latitude (g = 980.6199 gals.).
 AG7434
 AG7434.The modeled gravity was interpolated from observed gravity values.
 AG7434
 AG7434;                    North         East    Units  Estimated Accuracy
 AG7434;SPC FL W     -   389,440.      138,000.      MT  (+/- 180 meters Scaled)
 AG7434
 AG7434                          SUPERSEDED SURVEY CONTROL
 AG7434
 AG7434  NGVD 29 (??/??/92)    1.833  (m)            6.01   (f) ADJ UNCH    2 1
 AG7434
 AG7434.Superseded values are not recommended for survey control.
 AG7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7434.See file dsdata.txt to determine how the superseded data were derived.
 AG7434
 AG7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83)
 AG7434_MARKER: DJ = TIDAL STATION DISK
 AG7434_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7434+WITH SETTING: PAVEMENT
 AG7434_SP_SET: CONCRETE STEP
 AG7434_STAMPING: 6605 B 1976
 AG7434_MARK LOGO: NOS   
 AG7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7434+STABILITY: SURFACE MOTION
 AG7434
 AG7434  HISTORY     - Date     Condition        Report By
 AG7434  HISTORY     - 1976     MONUMENTED       NOS
 AG7434  HISTORY     - 1982     GOOD             FLDNR
 AG7434  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG7434  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7434  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG7434
 AG7434                          STATION DESCRIPTION
 AG7434
 AG7434'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7434'IN ST PETERSBURG.
 AG7434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD)
 AG7434'AND 4TH STREET NORTH (STATE ROAD 686 AND U.S. 92 SOUTH), GO 1.15
 AG7434'MILES SOUTH ON 4TH STREET TO 83RD AVENUE NORTH, GO 0.5 MILE
 AG7434'EAST ON 83RD AVENUE NORTH TO MACOMA DRIVE NORTH, GO 0.05 MILE
 AG7434'SOUTH ON MACOMA DRIVE NORTH TO THE RIO VISTA SCHOOL AND THE
 AG7434'MARK.  THE MARK IS SET IN THE CONCRETE STEPS FOR THE FORMER
 AG7434'SCHOOL ENTRANCE, 48.3 FEET SOUTH OF THE NORTHWEST CORNER OF
 AG7434'THE BUILDING AND 83 FEET EAST-SOUTHEAST OF TRIANGULATION
 AG7434'STATION RIO 1973.
 AG7434'THE MARK IS 1 FT ABOVE GROUND.
 AG7434
 AG7434                          STATION RECOVERY (1999)
 AG7434
 AG7434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7434'MARK NOT FOUND.
 AG7434
 AG7434                          STATION RECOVERY (2001)
 AG7434
 AG7434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7434
 AG7434                          STATION RECOVERY (2003)
 AG7434
 AG7434'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7434'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7435 ***********************************************************************
 AG7435  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7435  DESIGNATION -  872 6606 E TIDAL
 AG7435  PID         -  AG7435
 AG7435  STATE/COUNTY-  FL/PINELLAS
 AG7435  USGS QUAD   -  SEMINOLE (1995)
 AG7435
 AG7435                         *CURRENT SURVEY CONTROL
 AG7435  ___________________________________________________________________
 AG7435* NAD 83(1986)-  27 51 19.     (N)    082 50 47.     (W)     SCALED    
 AG7435* NAVD 88     -         2.090  (meters)       6.86   (feet)  ADJUSTED  
 AG7435  ___________________________________________________________________
 AG7435  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG7435  DYNAMIC HT  -           2.087 (meters)       6.85  (feet)  COMP
 AG7435  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AG7435
 AG7435  VERT ORDER  -  SECOND    CLASS I
 AG7435
 AG7435.The horizontal coordinates were scaled from a topographic map and have
 AG7435.an estimated accuracy of +/- 6 seconds.
 AG7435
 AG7435.The orthometric height was determined by differential leveling
 AG7435.and adjusted by the National Geodetic Survey in June 1991..
 AG7435
 AG7435.This Tidal Bench Mark is designated as VM 6616
 AG7435.by the Center for Operational Oceanographic Products and Services.
 AG7435
 AG7435.The geoid height was determined by GEOID03.
 AG7435
 AG7435.The dynamic height is computed by dividing the NAVD 88
 AG7435.geopotential number by the normal gravity value computed on the
 AG7435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7435.degrees latitude (g = 980.6199 gals.).
 AG7435
 AG7435.The modeled gravity was interpolated from observed gravity values.
 AG7435
 AG7435;                    North         East    Units  Estimated Accuracy
 AG7435;SPC FL W     -   390,460.      116,640.      MT  (+/- 180 meters Scaled)
 AG7435
 AG7435                          SUPERSEDED SURVEY CONTROL
 AG7435
 AG7435  NGVD 29 (??/??/92)    2.355  (m)            7.73   (f) ADJ UNCH    2 1
 AG7435
 AG7435.Superseded values are not recommended for survey control.
 AG7435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7435.See file dsdata.txt to determine how the superseded data were derived.
 AG7435
 AG7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL181825(NAD 83)
 AG7435_MARKER: DJ = TIDAL STATION DISK
 AG7435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7435_SP_SET: COPPER-CLAD STEEL ROD
 AG7435_STAMPING: 6606 E 1976
 AG7435_MARK LOGO: NOS   
 AG7435_PROJECTION: FLUSH
 AG7435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7435_ROD/PIPE-DEPTH: 12.2 meters
 AG7435
 AG7435  HISTORY     - Date     Condition        Report By
 AG7435  HISTORY     - 1976     MONUMENTED       NOS
 AG7435  HISTORY     - 1982     GOOD             FLDNR
 AG7435  HISTORY     - 19960218 GOOD             USPSQD
 AG7435
 AG7435                          STATION DESCRIPTION
 AG7435
 AG7435'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7435'IN INDIAN SHORES.
 AG7435'BEGIN AT THE JUNCTION OF COUNTY ROAD 694 WITH STATE ROAD 699 (GULF
 AG7435'BOULEVARD) IN INDIAN SHORES, GO 1.0 MILE NORTHERLY ON GULF BOULEVARD
 AG7435'TO THE JUNCTION OF BAY PLACE AND THE MARK.  THE MARK BEARS 18 FEET
 AG7435'EAST OF THE CENTERLINE OF GULF BOULEVARD, 22.5 FEET NORTH OF THE
 AG7435'CENTERLINE OF BAY PLACE, AND 2.5 FEET NORTHWEST OF A 4 INCH
 AG7435'BY 4 INCH CONCRETE POST.
 AG7435
 AG7435                          STATION RECOVERY (1996)
 AG7435
 AG7435'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7472 ***********************************************************************
 AG7472  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7472  DESIGNATION -  872 6609 A TIDAL
 AG7472  PID         -  AG7472
 AG7472  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7472  USGS QUAD   -  GIBSONTON (1987)
 AG7472
 AG7472                         *CURRENT SURVEY CONTROL
 AG7472  ___________________________________________________________________
 AG7472* NAD 83(1986)-  27 51 41.     (N)    082 23 02.     (W)     SCALED    
 AG7472* NAVD 88     -         1.209  (meters)       3.97   (feet)  ADJUSTED  
 AG7472  ___________________________________________________________________
 AG7472  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7472  DYNAMIC HT  -           1.207 (meters)       3.96  (feet)  COMP
 AG7472  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AG7472
 AG7472  VERT ORDER  -  SECOND    CLASS I
 AG7472
 AG7472.The horizontal coordinates were scaled from a topographic map and have
 AG7472.an estimated accuracy of +/- 6 seconds.
 AG7472
 AG7472.The orthometric height was determined by differential leveling
 AG7472.and adjusted by the National Geodetic Survey in June 1991..
 AG7472
 AG7472.This Tidal Bench Mark is designated as VM 6618
 AG7472.by the Center for Operational Oceanographic Products and Services.
 AG7472
 AG7472.The geoid height was determined by GEOID03.
 AG7472
 AG7472.The dynamic height is computed by dividing the NAVD 88
 AG7472.geopotential number by the normal gravity value computed on the
 AG7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7472.degrees latitude (g = 980.6199 gals.).
 AG7472
 AG7472.The modeled gravity was interpolated from observed gravity values.
 AG7472
 AG7472;                    North         East    Units  Estimated Accuracy
 AG7472;SPC FL W     -   390,910.      162,190.      MT  (+/- 180 meters Scaled)
 AG7472
 AG7472                          SUPERSEDED SURVEY CONTROL
 AG7472
 AG7472.No superseded survey control is available for this station.
 AG7472
 AG7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637826(NAD 83)
 AG7472_MARKER: DJ = TIDAL STATION DISK
 AG7472_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7472+WITH SETTING: PAVEMENT
 AG7472_SP_SET: CONCRETE POWER POLE BASE
 AG7472_STAMPING: 6609 A 1977
 AG7472_MARK LOGO: NOS   
 AG7472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7472+STABILITY: SURFACE MOTION
 AG7472
 AG7472  HISTORY     - Date     Condition        Report By
 AG7472  HISTORY     - 1977     MONUMENTED       NOS
 AG7472  HISTORY     - 1982     GOOD             FLDNR
 AG7472  HISTORY     - 20031019 GOOD             USPSQD
 AG7472
 AG7472                          STATION DESCRIPTION
 AG7472
 AG7472'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7472'0.25 MI NORTH FROM GIBSONTON.
 AG7472'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE
 AG7472'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER.  THE MARK BEARS 49
 AG7472'FEET WEST OF THE NORTH END OF THE PARK FISHING PIER, 87 FEET EAST
 AG7472'OF THE NORTHEAST CORNER OF A WOODEN BOAT DOCK, AND 8.6 FEET WEST
 AG7472'OF ANOTHER POWER POLE BASE.
 AG7472'THE MARK IS 1.5 FT ABOVE GROUND.
 AG7472
 AG7472                          STATION RECOVERY (2003)
 AG7472
 AG7472'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7472'MARK FOUND GOOD. THE PUBLIC PARK REFERENCED IN THE 1982 DESCRIPTION IS
 AG7472'WILLIAMS PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7473 ***********************************************************************
 AG7473  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7473  DESIGNATION -  872 6609 B TIDAL
 AG7473  PID         -  AG7473
 AG7473  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7473  USGS QUAD   -  GIBSONTON (1987)
 AG7473
 AG7473                         *CURRENT SURVEY CONTROL
 AG7473  ___________________________________________________________________
 AG7473* NAD 83(1986)-  27 51 41.     (N)    082 23 02.     (W)     SCALED    
 AG7473* NAVD 88     -         1.496  (meters)       4.91   (feet)  ADJUSTED  
 AG7473  ___________________________________________________________________
 AG7473  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7473  DYNAMIC HT  -           1.493 (meters)       4.90  (feet)  COMP
 AG7473  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AG7473
 AG7473  VERT ORDER  -  SECOND    CLASS I
 AG7473
 AG7473.The horizontal coordinates were scaled from a topographic map and have
 AG7473.an estimated accuracy of +/- 6 seconds.
 AG7473
 AG7473.The orthometric height was determined by differential leveling
 AG7473.and adjusted by the National Geodetic Survey in June 1991..
 AG7473
 AG7473.This Tidal Bench Mark is designated as VM 6619
 AG7473.by the Center for Operational Oceanographic Products and Services.
 AG7473
 AG7473.The geoid height was determined by GEOID03.
 AG7473
 AG7473.The dynamic height is computed by dividing the NAVD 88
 AG7473.geopotential number by the normal gravity value computed on the
 AG7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7473.degrees latitude (g = 980.6199 gals.).
 AG7473
 AG7473.The modeled gravity was interpolated from observed gravity values.
 AG7473
 AG7473;                    North         East    Units  Estimated Accuracy
 AG7473;SPC FL W     -   390,910.      162,190.      MT  (+/- 180 meters Scaled)
 AG7473
 AG7473                          SUPERSEDED SURVEY CONTROL
 AG7473
 AG7473.No superseded survey control is available for this station.
 AG7473
 AG7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637826(NAD 83)
 AG7473_MARKER: DJ = TIDAL STATION DISK
 AG7473_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7473+WITH SETTING: PAVEMENT
 AG7473_SP_SET: CONCRETE SLAB
 AG7473_STAMPING: 6609 B 1977
 AG7473_MARK LOGO: NOS   
 AG7473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7473+STABILITY: SURFACE MOTION
 AG7473
 AG7473  HISTORY     - Date     Condition        Report By
 AG7473  HISTORY     - 1977     MONUMENTED       NOS
 AG7473  HISTORY     - 1982     GOOD             FLDNR
 AG7473  HISTORY     - 20031019 GOOD             USPSQD
 AG7473
 AG7473                          STATION DESCRIPTION
 AG7473
 AG7473'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7473'0.25 MI NORTH FROM GIBSONTON.
 AG7473'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE
 AG7473'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER.  THE MARK IS SET
 AG7473'IN FLOORING FOR A PICNIC SHELTER, 130 FEET NORTHWEST OF THE
 AG7473'NORTHWEST CORNER OF A WOODEN BOAT DOCK, 35 FEET NORTH OF THE
 AG7473'SOUTH EDGE OF THE SHELTER, AND 0.9 FOOT WEST OF THE EAST EDGE OF
 AG7473'THE SHELTER.
 AG7473'THE MARK IS ABOVE LEVEL WITH GROUND.
 AG7473
 AG7473                          STATION RECOVERY (2003)
 AG7473
 AG7473'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7473'MARK FOUND GOOD. THE PUBLIC PARK REFERENCED IN THE 1982 DESCRIPTION IS
 AG7473'WILLIAMS PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7471 ***********************************************************************
 AG7471  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7471  DESIGNATION -  872 6609 C TIDAL
 AG7471  PID         -  AG7471
 AG7471  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7471  USGS QUAD   -  GIBSONTON (1987)
 AG7471
 AG7471                         *CURRENT SURVEY CONTROL
 AG7471  ___________________________________________________________________
 AG7471* NAD 83(1986)-  27 51 41.     (N)    082 23 02.     (W)     SCALED    
 AG7471* NAVD 88     -         1.481  (meters)       4.86   (feet)  ADJUSTED  
 AG7471  ___________________________________________________________________
 AG7471  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7471  DYNAMIC HT  -           1.479 (meters)       4.85  (feet)  COMP
 AG7471  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AG7471
 AG7471  VERT ORDER  -  SECOND    CLASS I
 AG7471
 AG7471.The horizontal coordinates were scaled from a topographic map and have
 AG7471.an estimated accuracy of +/- 6 seconds.
 AG7471
 AG7471.The orthometric height was determined by differential leveling
 AG7471.and adjusted by the National Geodetic Survey in June 1991..
 AG7471
 AG7471.This Tidal Bench Mark is designated as VM 6620
 AG7471.by the Center for Operational Oceanographic Products and Services.
 AG7471
 AG7471.The geoid height was determined by GEOID03.
 AG7471
 AG7471.The dynamic height is computed by dividing the NAVD 88
 AG7471.geopotential number by the normal gravity value computed on the
 AG7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7471.degrees latitude (g = 980.6199 gals.).
 AG7471
 AG7471.The modeled gravity was interpolated from observed gravity values.
 AG7471
 AG7471;                    North         East    Units  Estimated Accuracy
 AG7471;SPC FL W     -   390,910.      162,190.      MT  (+/- 180 meters Scaled)
 AG7471
 AG7471                          SUPERSEDED SURVEY CONTROL
 AG7471
 AG7471.No superseded survey control is available for this station.
 AG7471
 AG7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637826(NAD 83)
 AG7471_MARKER: DJ = TIDAL STATION DISK
 AG7471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7471_SP_SET: CONCRETE POST
 AG7471_STAMPING: 6609 C 1977
 AG7471_MARK LOGO: NOS   
 AG7471_PROJECTION: FLUSH
 AG7471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7471+STABILITY: SURFACE MOTION
 AG7471
 AG7471  HISTORY     - Date     Condition        Report By
 AG7471  HISTORY     - 1977     MONUMENTED       NOS
 AG7471  HISTORY     - 1982     GOOD             FLDNR
 AG7471
 AG7471                          STATION DESCRIPTION
 AG7471
 AG7471'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7471'0.25 MI NORTH FROM GIBSONTON.
 AG7471'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE
 AG7471'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER.  THE MARK BEARS
 AG7471'48 FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE, 61 FEET
 AG7471'NORTHWEST OF THE NORTHWEST BRIDGE SUPPORT, AND 0.6 FOOT WEST OF
 AG7471'A WITNESS POST.
 AG7471'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7470 ***********************************************************************
 AG7470  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7470  DESIGNATION -  872 6609 E TIDAL
 AG7470  PID         -  AG7470
 AG7470  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7470  USGS QUAD   -  GIBSONTON (1987)
 AG7470
 AG7470                         *CURRENT SURVEY CONTROL
 AG7470  ___________________________________________________________________
 AG7470* NAD 83(1986)-  27 51 41.     (N)    082 23 02.     (W)     SCALED    
 AG7470* NAVD 88     -         6.437  (meters)      21.12   (feet)  ADJUSTED  
 AG7470  ___________________________________________________________________
 AG7470  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7470  DYNAMIC HT  -           6.428 (meters)      21.09  (feet)  COMP
 AG7470  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AG7470
 AG7470  VERT ORDER  -  SECOND    CLASS I
 AG7470
 AG7470.The horizontal coordinates were scaled from a topographic map and have
 AG7470.an estimated accuracy of +/- 6 seconds.
 AG7470
 AG7470.The orthometric height was determined by differential leveling
 AG7470.and adjusted by the National Geodetic Survey in June 1991..
 AG7470
 AG7470.This Tidal Bench Mark is designated as VM 6621
 AG7470.by the Center for Operational Oceanographic Products and Services.
 AG7470
 AG7470.The geoid height was determined by GEOID03.
 AG7470
 AG7470.The dynamic height is computed by dividing the NAVD 88
 AG7470.geopotential number by the normal gravity value computed on the
 AG7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7470.degrees latitude (g = 980.6199 gals.).
 AG7470
 AG7470.The modeled gravity was interpolated from observed gravity values.
 AG7470
 AG7470;                    North         East    Units  Estimated Accuracy
 AG7470;SPC FL W     -   390,910.      162,190.      MT  (+/- 180 meters Scaled)
 AG7470
 AG7470                          SUPERSEDED SURVEY CONTROL
 AG7470
 AG7470.No superseded survey control is available for this station.
 AG7470
 AG7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637826(NAD 83)
 AG7470_MARKER: DJ = TIDAL STATION DISK
 AG7470_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7470_SP_SET: BRIDGE SIDEWALK
 AG7470_STAMPING: 6609 E 1977
 AG7470_MARK LOGO: NOS   
 AG7470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7470
 AG7470  HISTORY     - Date     Condition        Report By
 AG7470  HISTORY     - 1977     MONUMENTED       NOS
 AG7470  HISTORY     - 1982     GOOD             FLDNR
 AG7470  HISTORY     - 20031019 GOOD             USPSQD
 AG7470
 AG7470                          STATION DESCRIPTION
 AG7470
 AG7470'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7470'0.25 MI NORTH FROM GIBSONTON.
 AG7470'THE MARK IS AT THE NORTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER
 AG7470'THE ALAFIA RIVER.  THE MARK IS NEAR THE NORTHEAST CORNER OF THE
 AG7470'BRIDGE, 18.3 FEET EAST OF THE CENTERLINE OF U.S. 41 NORTHBOUND
 AG7470'LANE, 9 FEET SOUTH OF THE NORTH END OF THE BRIDGE, AND 1 FOOT
 AG7470'WEST OF THE EAST EDGE OF THE BRIDGE.
 AG7470
 AG7470                          STATION RECOVERY (2003)
 AG7470
 AG7470'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7485 ***********************************************************************
 AG7485  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7485  DESIGNATION -  872 6612 A TIDAL
 AG7485  PID         -  AG7485
 AG7485  STATE/COUNTY-  FL/PINELLAS
 AG7485  USGS QUAD   -  PORT TAMPA (1983)
 AG7485
 AG7485                         *CURRENT SURVEY CONTROL
 AG7485  ___________________________________________________________________
 AG7485* NAD 83(1986)-  27 51 48.     (N)    082 36 57.     (W)     SCALED    
 AG7485* NAVD 88     -         0.943  (meters)       3.09   (feet)  ADJUSTED  
 AG7485  ___________________________________________________________________
 AG7485  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG7485  DYNAMIC HT  -           0.942 (meters)       3.09  (feet)  COMP
 AG7485  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG7485
 AG7485  VERT ORDER  -  SECOND    CLASS I
 AG7485
 AG7485.The horizontal coordinates were scaled from a topographic map and have
 AG7485.an estimated accuracy of +/- 6 seconds.
 AG7485
 AG7485.The orthometric height was determined by differential leveling
 AG7485.and adjusted by the National Geodetic Survey in June 1991..
 AG7485
 AG7485.This Tidal Bench Mark is designated as VM 10672
 AG7485.by the Center for Operational Oceanographic Products and Services.
 AG7485
 AG7485.The geoid height was determined by GEOID03.
 AG7485
 AG7485.The dynamic height is computed by dividing the NAVD 88
 AG7485.geopotential number by the normal gravity value computed on the
 AG7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7485.degrees latitude (g = 980.6199 gals.).
 AG7485
 AG7485.The modeled gravity was interpolated from observed gravity values.
 AG7485
 AG7485;                    North         East    Units  Estimated Accuracy
 AG7485;SPC FL W     -   391,220.      139,350.      MT  (+/- 180 meters Scaled)
 AG7485
 AG7485                          SUPERSEDED SURVEY CONTROL
 AG7485
 AG7485  NGVD 29 (??/??/92)    1.206  (m)            3.96   (f) ADJ UNCH    2 1
 AG7485
 AG7485.Superseded values are not recommended for survey control.
 AG7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7485.See file dsdata.txt to determine how the superseded data were derived.
 AG7485
 AG7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL409831(NAD 83)
 AG7485_MARKER: DJ = TIDAL STATION DISK
 AG7485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7485_SP_SET: CONCRETE SEAWALL
 AG7485_STAMPING: 6612 A 1976
 AG7485_MARK LOGO: NOS   
 AG7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7485+STABILITY: SURFACE MOTION
 AG7485
 AG7485  HISTORY     - Date     Condition        Report By
 AG7485  HISTORY     - 1976     MONUMENTED       NOS
 AG7485  HISTORY     - 1982     GOOD             FLDNR
 AG7485  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG7485  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7485  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG7485
 AG7485                          STATION DESCRIPTION
 AG7485
 AG7485'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7485'IN ST PETERSBURG.
 AG7485'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7485'STATE ROAD 687 (4TH STREET NORTH), GO 1.35 MILES EAST ON GANDY
 AG7485'BOULEVARD TO SNUG HARBOR ROAD, GO SOUTH ON SNUG HARBOR ROAD TO ITS
 AG7485'END AND THE MARK.  THE MARK IS ON THE SEAWALL FOR SNUG HARBOR
 AG7485'DINGHYS, 65.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE,
 AG7485'8.5 FEET EAST OF A WALL FOR A BOAT WORK TOOL SHED AND DOCK, AND 0.9
 AG7485'FOOT NORTH OF THE WATERS EDGE.
 AG7485
 AG7485                          STATION RECOVERY (1999)
 AG7485
 AG7485'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7485'MARK NOT FOUND.
 AG7485
 AG7485                          STATION RECOVERY (2001)
 AG7485
 AG7485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7485
 AG7485                          STATION RECOVERY (2004)
 AG7485
 AG7485'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7485'THE SEAWALL HAS DISINTEGRATED AND THERE IS NO EVIDENCE OF THE DISK ON
 AG7485'THE VISIBLE CHUNKS OF CONCRETE.  THIS STATION SHOULD BE CONSIDERED
 AG7485'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7484 ***********************************************************************
 AG7484  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7484  DESIGNATION -  872 6612 B TIDAL
 AG7484  PID         -  AG7484
 AG7484  STATE/COUNTY-  FL/PINELLAS
 AG7484  USGS QUAD   -  PORT TAMPA (1983)
 AG7484
 AG7484                         *CURRENT SURVEY CONTROL
 AG7484  ___________________________________________________________________
 AG7484* NAD 83(1986)-  27 52 11.     (N)    082 37 02.     (W)     SCALED    
 AG7484* NAVD 88     -         1.530  (meters)       5.02   (feet)  ADJUSTED  
 AG7484  ___________________________________________________________________
 AG7484  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG7484  DYNAMIC HT  -           1.528 (meters)       5.01  (feet)  COMP
 AG7484  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AG7484
 AG7484  VERT ORDER  -  SECOND    CLASS I
 AG7484
 AG7484.The horizontal coordinates were scaled from a topographic map and have
 AG7484.an estimated accuracy of +/- 6 seconds.
 AG7484
 AG7484.The orthometric height was determined by differential leveling
 AG7484.and adjusted by the National Geodetic Survey in June 1991..
 AG7484
 AG7484.This Tidal Bench Mark is designated as VM 10673
 AG7484.by the Center for Operational Oceanographic Products and Services.
 AG7484
 AG7484.The geoid height was determined by GEOID03.
 AG7484
 AG7484.The dynamic height is computed by dividing the NAVD 88
 AG7484.geopotential number by the normal gravity value computed on the
 AG7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7484.degrees latitude (g = 980.6199 gals.).
 AG7484
 AG7484.The modeled gravity was interpolated from observed gravity values.
 AG7484
 AG7484;                    North         East    Units  Estimated Accuracy
 AG7484;SPC FL W     -   391,930.      139,220.      MT  (+/- 180 meters Scaled)
 AG7484
 AG7484                          SUPERSEDED SURVEY CONTROL
 AG7484
 AG7484  NGVD 29 (??/??/92)    1.793  (m)            5.88   (f) ADJ UNCH    2 1
 AG7484
 AG7484.Superseded values are not recommended for survey control.
 AG7484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7484.See file dsdata.txt to determine how the superseded data were derived.
 AG7484
 AG7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407838(NAD 83)
 AG7484_MARKER: DJ = TIDAL STATION DISK
 AG7484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7484_SP_SET: CONCRETE BOX DRAIN
 AG7484_STAMPING: 6612 B 1976
 AG7484_MARK LOGO: NOS   
 AG7484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7484+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG7484
 AG7484  HISTORY     - Date     Condition        Report By
 AG7484  HISTORY     - 1976     MONUMENTED       NOS
 AG7484  HISTORY     - 1982     GOOD             FLDNR
 AG7484  HISTORY     - 19991116 GOOD             USPSQD
 AG7484  HISTORY     - 20010331 GOOD             NGS
 AG7484  HISTORY     - 20040406 GOOD             USPSQD
 AG7484
 AG7484                          STATION DESCRIPTION
 AG7484
 AG7484'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7484'IN ST PETERSBURG.
 AG7484'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7484'STATE ROAD 687 (4TH STREET NORTH), GO 1.4 MILES EAST ON GANDY
 AG7484'BOULEVARD TO THE MARK.  THE MARK IS SET IN THE NORTHEAST CORNER OF
 AG7484'A BOX DRAIN WITH IRON GRATING, 32 FEET SOUTH OF THE CENTERLINE OF
 AG7484'THE WESTBOUND LANE, 32 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND
 AG7484'LANE, 189 FEET WEST OF THE EXTENDED CENTERLINE OF SAN FERNANDO
 AG7484'BOULEVARD, AND 149 FEET WEST OF A LINE OF RADIO TOWERS (WLCY).
 AG7484'THE MARK IS 3 FT BELOW ROAD.
 AG7484
 AG7484                          STATION RECOVERY (1999)
 AG7484
 AG7484'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7484'RECOVERED IN GOOD CONDITION.
 AG7484
 AG7484                          STATION RECOVERY (2001)
 AG7484
 AG7484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7484
 AG7484                          STATION RECOVERY (2004)
 AG7484
 AG7484'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG7484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7483 ***********************************************************************
 AG7483  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7483  DESIGNATION -  872 6612 C TIDAL
 AG7483  PID         -  AG7483
 AG7483  STATE/COUNTY-  FL/PINELLAS
 AG7483  USGS QUAD   -  PORT TAMPA (1983)
 AG7483
 AG7483                         *CURRENT SURVEY CONTROL
 AG7483  ___________________________________________________________________
 AG7483* NAD 83(1986)-  27 52 13.     (N)    082 36 59.     (W)     SCALED    
 AG7483* NAVD 88     -         1.514  (meters)       4.97   (feet)  ADJUSTED  
 AG7483  ___________________________________________________________________
 AG7483  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG7483  DYNAMIC HT  -           1.512 (meters)       4.96  (feet)  COMP
 AG7483  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AG7483
 AG7483  VERT ORDER  -  SECOND    CLASS I
 AG7483
 AG7483.The horizontal coordinates were scaled from a topographic map and have
 AG7483.an estimated accuracy of +/- 6 seconds.
 AG7483
 AG7483.The orthometric height was determined by differential leveling
 AG7483.and adjusted by the National Geodetic Survey in June 1991..
 AG7483
 AG7483.This Tidal Bench Mark is designated as VM 10674
 AG7483.by the Center for Operational Oceanographic Products and Services.
 AG7483
 AG7483.The geoid height was determined by GEOID03.
 AG7483
 AG7483.The dynamic height is computed by dividing the NAVD 88
 AG7483.geopotential number by the normal gravity value computed on the
 AG7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7483.degrees latitude (g = 980.6199 gals.).
 AG7483
 AG7483.The modeled gravity was interpolated from observed gravity values.
 AG7483
 AG7483;                    North         East    Units  Estimated Accuracy
 AG7483;SPC FL W     -   391,990.      139,300.      MT  (+/- 180 meters Scaled)
 AG7483
 AG7483                          SUPERSEDED SURVEY CONTROL
 AG7483
 AG7483  NGVD 29 (??/??/92)    1.777  (m)            5.83   (f) ADJ UNCH    2 1
 AG7483
 AG7483.Superseded values are not recommended for survey control.
 AG7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7483.See file dsdata.txt to determine how the superseded data were derived.
 AG7483
 AG7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL408838(NAD 83)
 AG7483_MARKER: DJ = TIDAL STATION DISK
 AG7483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7483_SP_SET: CULVERT HEADWALL
 AG7483_STAMPING: 6612 C 1976
 AG7483_MARK LOGO: NOS   
 AG7483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7483+STABILITY: SURFACE MOTION
 AG7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7483+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG7483
 AG7483  HISTORY     - Date     Condition        Report By
 AG7483  HISTORY     - 1976     MONUMENTED       NOS
 AG7483  HISTORY     - 1982     GOOD             FLDNR
 AG7483  HISTORY     - 19991116 GOOD             USPSQD
 AG7483  HISTORY     - 20010331 GOOD             NGS
 AG7483  HISTORY     - 20040406 GOOD             USPSQD
 AG7483
 AG7483                          STATION DESCRIPTION
 AG7483
 AG7483'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7483'IN ST PETERSBURG.
 AG7483'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7483'STATE ROAD 687 (4TH STREET NORTH), GO 1.45 MILES EAST ON GANDY
 AG7483'BOULEVARD TO THE JUNCTION OF SAN FERNANDO BOULEVARD AND THE MARK.
 AG7483'THE MARK IS DUE NORTH OF THE JUNCTION, 54.5 FEET EAST OF A LINE OF
 AG7483'RADIO TOWERS (WLCY), 43.8 FEET NORTHEAST OF LIGHT POLE 653, AND
 AG7483'SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CULVERT.
 AG7483'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7483
 AG7483                          STATION RECOVERY (1999)
 AG7483
 AG7483'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7483'RECOVERED IN GOOD CONDITION.
 AG7483
 AG7483                          STATION RECOVERY (2001)
 AG7483
 AG7483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7483
 AG7483                          STATION RECOVERY (2004)
 AG7483
 AG7483'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG7483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7481 ***********************************************************************
 AG7481  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7481  DESIGNATION -  872 6614 A TIDAL
 AG7481  PID         -  AG7481
 AG7481  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7481  USGS QUAD   -  RIVERVIEW (1987)
 AG7481
 AG7481                         *CURRENT SURVEY CONTROL
 AG7481  ___________________________________________________________________
 AG7481* NAD 83(1986)-  27 52 10.     (N)    082 19 34.     (W)     SCALED    
 AG7481* NAVD 88     -         4.048  (meters)      13.28   (feet)  ADJUSTED  
 AG7481  ___________________________________________________________________
 AG7481  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7481  DYNAMIC HT  -           4.042 (meters)      13.26  (feet)  COMP
 AG7481  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AG7481
 AG7481  VERT ORDER  -  SECOND    CLASS I
 AG7481
 AG7481.The horizontal coordinates were scaled from a topographic map and have
 AG7481.an estimated accuracy of +/- 6 seconds.
 AG7481
 AG7481.The orthometric height was determined by differential leveling
 AG7481.and adjusted by the National Geodetic Survey in June 1991..
 AG7481
 AG7481.This Tidal Bench Mark is designated as VM 6623
 AG7481.by the Center for Operational Oceanographic Products and Services.
 AG7481
 AG7481.The geoid height was determined by GEOID03.
 AG7481
 AG7481.The dynamic height is computed by dividing the NAVD 88
 AG7481.geopotential number by the normal gravity value computed on the
 AG7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7481.degrees latitude (g = 980.6199 gals.).
 AG7481
 AG7481.The modeled gravity was interpolated from observed gravity values.
 AG7481
 AG7481;                    North         East    Units  Estimated Accuracy
 AG7481;SPC FL W     -   391,790.      167,890.      MT  (+/- 180 meters Scaled)
 AG7481
 AG7481                          SUPERSEDED SURVEY CONTROL
 AG7481
 AG7481.No superseded survey control is available for this station.
 AG7481
 AG7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694834(NAD 83)
 AG7481_MARKER: DJ = TIDAL STATION DISK
 AG7481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7481_SP_SET: BRIDGE ABUTMENT FOUNDATION
 AG7481_STAMPING: 6614 A 1977
 AG7481_MARK LOGO: NOS   
 AG7481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7481
 AG7481  HISTORY     - Date     Condition        Report By
 AG7481  HISTORY     - 1977     MONUMENTED       NOS
 AG7481  HISTORY     - 1982     GOOD             FLDNR
 AG7481  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7481
 AG7481                          STATION DESCRIPTION
 AG7481
 AG7481'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7481'IN RIVERVIEW.
 AG7481'THE MARK IS IN RIVERVIEW AT THE NORTHEAST CORNER OF THE U.S.
 AG7481'HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER, 26.4 FEET EAST OF THE
 AG7481'CENTERLINE OF U.S. 301, 1.4 FEET WEST OF THE WEST EDGE OF THE
 AG7481'ABUTMENT FOUNDATION, AND 6 FEET EAST OF THE EAST EDGE OF THE
 AG7481'BRIDGE.
 AG7481'THE MARK IS 6 FT BELOW HIGHWAY.
 AG7481
 AG7481                          STATION RECOVERY (2003)
 AG7481
 AG7481'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7481'MARK NOT FOUND. SITE LOCATED. A NEW U.S. HIGHWAY 301 BRIDGE OVER THE
 AG7481'ALAFIA RIVER HAS BEEN CONSTRUCTED IN 1989.  THE BRIDGE HAS BEEN
 AG7481'WIDENED AND THE MARK WAS NOT RESET.  THIS MARK SHOULD BE DECLARED
 AG7481'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7480 ***********************************************************************
 AG7480  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7480  DESIGNATION -  872 6614 B TIDAL
 AG7480  PID         -  AG7480
 AG7480  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7480  USGS QUAD   -  RIVERVIEW (1987)
 AG7480
 AG7480                         *CURRENT SURVEY CONTROL
 AG7480  ___________________________________________________________________
 AG7480* NAD 83(1986)-  27 52 10.     (N)    082 19 36.     (W)     SCALED    
 AG7480* NAVD 88     -         5.586  (meters)      18.33   (feet)  ADJUSTED  
 AG7480  ___________________________________________________________________
 AG7480  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7480  DYNAMIC HT  -           5.578 (meters)      18.30  (feet)  COMP
 AG7480  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AG7480
 AG7480  VERT ORDER  -  SECOND    CLASS I
 AG7480
 AG7480.The horizontal coordinates were scaled from a topographic map and have
 AG7480.an estimated accuracy of +/- 6 seconds.
 AG7480
 AG7480.The orthometric height was determined by differential leveling
 AG7480.and adjusted by the National Geodetic Survey in June 1991..
 AG7480
 AG7480.This Tidal Bench Mark is designated as VM 6624
 AG7480.by the Center for Operational Oceanographic Products and Services.
 AG7480
 AG7480.The geoid height was determined by GEOID03.
 AG7480
 AG7480.The dynamic height is computed by dividing the NAVD 88
 AG7480.geopotential number by the normal gravity value computed on the
 AG7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7480.degrees latitude (g = 980.6199 gals.).
 AG7480
 AG7480.The modeled gravity was interpolated from observed gravity values.
 AG7480
 AG7480;                    North         East    Units  Estimated Accuracy
 AG7480;SPC FL W     -   391,790.      167,830.      MT  (+/- 180 meters Scaled)
 AG7480
 AG7480                          SUPERSEDED SURVEY CONTROL
 AG7480
 AG7480.No superseded survey control is available for this station.
 AG7480
 AG7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL693834(NAD 83)
 AG7480_MARKER: DJ = TIDAL STATION DISK
 AG7480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7480_SP_SET: BRIDGE ABUTMENT WINGWALL
 AG7480_STAMPING: 6614 B 1977
 AG7480_MARK LOGO: NOS   
 AG7480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7480+STABILITY: SURFACE MOTION
 AG7480
 AG7480  HISTORY     - Date     Condition        Report By
 AG7480  HISTORY     - 1977     MONUMENTED       NOS
 AG7480  HISTORY     - 1982     GOOD             FLDNR
 AG7480  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7480
 AG7480                          STATION DESCRIPTION
 AG7480
 AG7480'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7480'IN RIVERVIEW.
 AG7480'THE MARK IS IN RIVERVIEW AT THE NORTHWEST CORNER OF THE U.S.
 AG7480'HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER, 21.5 FEET WEST OF THE
 AG7480'CENTERLINE OF U.S. 301, 6.1 FEET EAST OF THE WEST END OF THE
 AG7480'WINGWALL, AND 0.7 FOOT WEST OF THE BRIDGE RAIL.
 AG7480'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AG7480
 AG7480                          STATION RECOVERY (2003)
 AG7480
 AG7480'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7480'MARK NOT FOUND. SITE LOCATED. A NEW U.S. HIGHWAY 301 BRIDGE OVER THE
 AG7480'ALAFIA RIVER HAS BEEN CONSTRUCTED IN 1989.  THE BRIDGE HAS BEEN
 AG7480'WIDENED AND THE MARK WAS NOT RESET.  THIS MARK SHOULD BE DECLARED
 AG7480'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7482 ***********************************************************************
 AG7482  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7482  DESIGNATION -  872 6614 C TIDAL
 AG7482  PID         -  AG7482
 AG7482  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7482  USGS QUAD   -  RIVERVIEW (1987)
 AG7482
 AG7482                         *CURRENT SURVEY CONTROL
 AG7482  ___________________________________________________________________
 AG7482* NAD 83(1986)-  27 52 13.     (N)    082 19 31.     (W)     SCALED    
 AG7482* NAVD 88     -         1.577  (meters)       5.17   (feet)  ADJUSTED  
 AG7482  ___________________________________________________________________
 AG7482  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7482  DYNAMIC HT  -           1.575 (meters)       5.17  (feet)  COMP
 AG7482  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AG7482
 AG7482  VERT ORDER  -  SECOND    CLASS I
 AG7482
 AG7482.The horizontal coordinates were scaled from a topographic map and have
 AG7482.an estimated accuracy of +/- 6 seconds.
 AG7482
 AG7482.The orthometric height was determined by differential leveling
 AG7482.and adjusted by the National Geodetic Survey in June 1991..
 AG7482
 AG7482.This Tidal Bench Mark is designated as VM 6625
 AG7482.by the Center for Operational Oceanographic Products and Services.
 AG7482
 AG7482.The geoid height was determined by GEOID03.
 AG7482
 AG7482.The dynamic height is computed by dividing the NAVD 88
 AG7482.geopotential number by the normal gravity value computed on the
 AG7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7482.degrees latitude (g = 980.6199 gals.).
 AG7482
 AG7482.The modeled gravity was interpolated from observed gravity values.
 AG7482
 AG7482;                    North         East    Units  Estimated Accuracy
 AG7482;SPC FL W     -   391,880.      167,970.      MT  (+/- 180 meters Scaled)
 AG7482
 AG7482                          SUPERSEDED SURVEY CONTROL
 AG7482
 AG7482.No superseded survey control is available for this station.
 AG7482
 AG7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL695835(NAD 83)
 AG7482_MARKER: DJ = TIDAL STATION DISK
 AG7482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7482_SP_SET: CONCRETE POST
 AG7482_STAMPING: 6614 C 1977
 AG7482_MARK LOGO: NOS   
 AG7482_PROJECTION: FLUSH
 AG7482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7482+STABILITY: SURFACE MOTION
 AG7482
 AG7482  HISTORY     - Date     Condition        Report By
 AG7482  HISTORY     - 1977     MONUMENTED       NOS
 AG7482  HISTORY     - 1982     GOOD             FLDNR
 AG7482  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7482
 AG7482                          STATION DESCRIPTION
 AG7482
 AG7482'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7482'IN RIVERVIEW.
 AG7482'THE MARK IS IN RIVERVIEW ON THE PROPERTY OF THE GLEN D. LITKE
 AG7482'AUTO SALVAGE COMPANY, JUST NORTHEAST OF THE NORTH END OF THE
 AG7482'U.S. HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER.  THE MARK BEARS
 AG7482'41.5 FEET NORTH-NORTHEAST OF THE NORTH END OF A WOODEN WALKWAY
 AG7482'TO A DOCK, 46.8 FEET WEST OF A FENCE, 1.7 FEET SOUTH OF THE
 AG7482'SOUTHEAST CORNER OF A TIN BUILDING, AND 61.5 FEET NORTHEAST
 AG7482'OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE.
 AG7482
 AG7482                          STATION RECOVERY (2003)
 AG7482
 AG7482'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7482'MARK NOT FOUND. SITE LOCATED. THE AUTO SALVAGE CO NO LONGER EXISTS AT
 AG7482'THE NORTH END OF THE U.S.HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER.  NO
 AG7482'WOODEN WALKWAY TO A DOCK EXISTS. THE SITE IS NOW THE UNITED METHODIST
 AG7482'CHURCH GROUNDS. THIS MARK SHOULD BE DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7479 ***********************************************************************
 AG7479  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7479  DESIGNATION -  872 6614 E TIDAL
 AG7479  PID         -  AG7479
 AG7479  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7479  USGS QUAD   -  RIVERVIEW (1987)
 AG7479
 AG7479                         *CURRENT SURVEY CONTROL
 AG7479  ___________________________________________________________________
 AG7479* NAD 83(1986)-  27 52 15.     (N)    082 19 35.     (W)     SCALED    
 AG7479* NAVD 88     -         3.826  (meters)      12.55   (feet)  ADJUSTED  
 AG7479  ___________________________________________________________________
 AG7479  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7479  DYNAMIC HT  -           3.820 (meters)      12.53  (feet)  COMP
 AG7479  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AG7479
 AG7479  VERT ORDER  -  SECOND    CLASS I
 AG7479
 AG7479.The horizontal coordinates were scaled from a topographic map and have
 AG7479.an estimated accuracy of +/- 6 seconds.
 AG7479
 AG7479.The orthometric height was determined by differential leveling
 AG7479.and adjusted by the National Geodetic Survey in June 1991..
 AG7479
 AG7479.This Tidal Bench Mark is designated as VM 6626
 AG7479.by the Center for Operational Oceanographic Products and Services.
 AG7479
 AG7479.The geoid height was determined by GEOID03.
 AG7479
 AG7479.The dynamic height is computed by dividing the NAVD 88
 AG7479.geopotential number by the normal gravity value computed on the
 AG7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7479.degrees latitude (g = 980.6199 gals.).
 AG7479
 AG7479.The modeled gravity was interpolated from observed gravity values.
 AG7479
 AG7479;                    North         East    Units  Estimated Accuracy
 AG7479;SPC FL W     -   391,940.      167,860.      MT  (+/- 180 meters Scaled)
 AG7479
 AG7479                          SUPERSEDED SURVEY CONTROL
 AG7479
 AG7479.No superseded survey control is available for this station.
 AG7479
 AG7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694836(NAD 83)
 AG7479_MARKER: DJ = TIDAL STATION DISK
 AG7479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7479_SP_SET: CONCRETE CURB DRAIN
 AG7479_STAMPING: 6614 E 1977
 AG7479_MARK LOGO: NOS   
 AG7479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7479
 AG7479  HISTORY     - Date     Condition        Report By
 AG7479  HISTORY     - 1977     MONUMENTED       NOS
 AG7479  HISTORY     - 1982     GOOD             FLDNR
 AG7479  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7479
 AG7479                          STATION DESCRIPTION
 AG7479
 AG7479'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7479'IN RIVERVIEW.
 AG7479'THE MARK IS IN RIVERVIEW ALONG U.S. HIGHWAY 301 IN FRONT OF GLEN
 AG7479'D. LITKE AUTO SALVAGE, 26.8 FEET EAST OF THE CENTERLINE OF U.S.
 AG7479'301, 40.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BIKE PARTS
 AG7479'SUPPLY BUILDING, AND 37 FEET SOUTHWEST OF A POWER POLE.
 AG7479
 AG7479                          STATION RECOVERY (2003)
 AG7479
 AG7479'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7479'MARK NOT FOUND. SITE LOCATED. THE AUTO SALVAGE CO AND BIKE PARTS
 AG7479'SUPPLY BUILDING NO LONGER EXIST AT THE SITE. U.S.HIGHWAY 301 HAS BEEN
 AG7479'WIDENED. SITE IS NOW BENEATH THE ROADWAY. THIS MARK SHOULD BE DECLARED
 AG7479'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7478 ***********************************************************************
 AG7478  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7478  DESIGNATION -  872 6614 F TIDAL
 AG7478  PID         -  AG7478
 AG7478  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7478  USGS QUAD   -  RIVERVIEW (1987)
 AG7478
 AG7478                         *CURRENT SURVEY CONTROL
 AG7478  ___________________________________________________________________
 AG7478* NAD 83(1986)-  27 52 19.     (N)    082 19 34.     (W)     SCALED    
 AG7478* NAVD 88     -         4.507  (meters)      14.79   (feet)  ADJUSTED  
 AG7478  ___________________________________________________________________
 AG7478  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7478  DYNAMIC HT  -           4.501 (meters)      14.77  (feet)  COMP
 AG7478  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 AG7478
 AG7478  VERT ORDER  -  SECOND    CLASS I
 AG7478
 AG7478.The horizontal coordinates were scaled from a topographic map and have
 AG7478.an estimated accuracy of +/- 6 seconds.
 AG7478
 AG7478.The orthometric height was determined by differential leveling
 AG7478.and adjusted by the National Geodetic Survey in June 1991..
 AG7478
 AG7478.This Tidal Bench Mark is designated as VM 6627
 AG7478.by the Center for Operational Oceanographic Products and Services.
 AG7478
 AG7478.The geoid height was determined by GEOID03.
 AG7478
 AG7478.The dynamic height is computed by dividing the NAVD 88
 AG7478.geopotential number by the normal gravity value computed on the
 AG7478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7478.degrees latitude (g = 980.6199 gals.).
 AG7478
 AG7478.The modeled gravity was interpolated from observed gravity values.
 AG7478
 AG7478;                    North         East    Units  Estimated Accuracy
 AG7478;SPC FL W     -   392,060.      167,890.      MT  (+/- 180 meters Scaled)
 AG7478
 AG7478                          SUPERSEDED SURVEY CONTROL
 AG7478
 AG7478.No superseded survey control is available for this station.
 AG7478
 AG7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694837(NAD 83)
 AG7478_MARKER: DJ = TIDAL STATION DISK
 AG7478_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7478_SP_SET: CONCRETE CURB DRAIN
 AG7478_STAMPING: 6614 F 1977
 AG7478_MARK LOGO: NOS   
 AG7478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7478
 AG7478  HISTORY     - Date     Condition        Report By
 AG7478  HISTORY     - 1977     MONUMENTED       NOS
 AG7478  HISTORY     - 1982     GOOD             FLDNR
 AG7478  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7478
 AG7478                          STATION DESCRIPTION
 AG7478
 AG7478'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7478'IN RIVERVIEW.
 AG7478'THE MARK IS IN RIVERVIEW AT THE INTERSECTION OF U.S. HIGHWAY 301
 AG7478'AND RIVERVIEW DRIVE.  THE MARK BEARS 32.1 FEET EAST OF THE
 AG7478'CENTERLINE OF U.S. 301, 41 FEET NORTH OF THE CENTERLINE OF RIVERVIEW
 AG7478'DRIVE, 23.6 FEET WEST OF A TELEPHONE POLE, 9 FEET WEST-SOUTHWEST OF
 AG7478'A TRAFFIC LIGHT POLE 0735, AND 21.8 FEET WEST-NORTHWEST OF BENCH
 AG7478'MARK F 132 1954 16.623.
 AG7478
 AG7478                          STATION RECOVERY (2003)
 AG7478
 AG7478'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7478'MARK NOT FOUND. SITE LOCATED. TELEPHONE POLE AND TRAFFIC LIGHT POLE NO
 AG7478'LONGER EXIST AT THE INTERSECTION OF U.S. HIGHWAY 301 AND RIVERVIEW
 AG7478'DRIVE.  U.S. HIGHWAY 301 HAS BEEN WIDENED AND THE LANES EXTENDED.  THE
 AG7478'SITE OF THE MARK IS NOW BENEATH THE HIGHWAY. THIS MARK SHOULD BE
 AG7478'DECLARED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7567 ***********************************************************************
 AG7567  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7567  DESIGNATION -  872 6621 A TIDAL
 AG7567  PID         -  AG7567
 AG7567  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7567  USGS QUAD   -  PORT TAMPA (1983)
 AG7567
 AG7567                         *CURRENT SURVEY CONTROL
 AG7567  ___________________________________________________________________
 AG7567* NAD 83(1986)-  27 52 02.     (N)    082 32 08.     (W)     SCALED    
 AG7567* NAVD 88     -         1.425  (meters)       4.68   (feet)  ADJUSTED  
 AG7567  ___________________________________________________________________
 AG7567  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG7567  DYNAMIC HT  -           1.423 (meters)       4.67  (feet)  COMP
 AG7567  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AG7567
 AG7567  VERT ORDER  -  SECOND    CLASS I
 AG7567
 AG7567.The horizontal coordinates were scaled from a topographic map and have
 AG7567.an estimated accuracy of +/- 6 seconds.
 AG7567
 AG7567.The orthometric height was determined by differential leveling
 AG7567.and adjusted by the National Geodetic Survey in June 1991..
 AG7567
 AG7567.This Tidal Bench Mark is designated as VM 6628
 AG7567.by the Center for Operational Oceanographic Products and Services.
 AG7567
 AG7567.The geoid height was determined by GEOID03.
 AG7567
 AG7567.The dynamic height is computed by dividing the NAVD 88
 AG7567.geopotential number by the normal gravity value computed on the
 AG7567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7567.degrees latitude (g = 980.6199 gals.).
 AG7567
 AG7567.The modeled gravity was interpolated from observed gravity values.
 AG7567
 AG7567;                    North         East    Units  Estimated Accuracy
 AG7567;SPC FL W     -   391,610.      147,260.      MT  (+/- 180 meters Scaled)
 AG7567
 AG7567                          SUPERSEDED SURVEY CONTROL
 AG7567
 AG7567  NGVD 29 (??/??/92)    1.693  (m)            5.55   (f) ADJ UNCH    2 1
 AG7567
 AG7567.Superseded values are not recommended for survey control.
 AG7567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7567.See file dsdata.txt to determine how the superseded data were derived.
 AG7567
 AG7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83)
 AG7567_MARKER: DJ = TIDAL STATION DISK
 AG7567_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7567+WITH SETTING: PAVEMENT
 AG7567_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AG7567_STAMPING: 6621 A 1976
 AG7567_MARK LOGO: NOS   
 AG7567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7567+STABILITY: SURFACE MOTION
 AG7567
 AG7567  HISTORY     - Date     Condition        Report By
 AG7567  HISTORY     - 1976     MONUMENTED       NOS
 AG7567  HISTORY     - 1982     GOOD             FLDNR
 AG7567  HISTORY     - 1989     GOOD             USPSQD
 AG7567  HISTORY     - 1990     GOOD             USPSQD
 AG7567  HISTORY     - 19990318 GOOD             USPSQD
 AG7567  HISTORY     - 20020824 GOOD             USPSQD
 AG7567  HISTORY     - 20030921 GOOD             USPSQD
 AG7567
 AG7567                          STATION DESCRIPTION
 AG7567
 AG7567'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7567'IN PORT TAMPA.
 AG7567'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S. HIGHWAY
 AG7567'92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON WEST
 AG7567'SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE IN THE CITY
 AG7567'OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT AVENUE TO THE MARK.
 AG7567'THE MARK IS IN THE BASE FOR THE FLAGPOLE IN FRONT OF THE AMERICAN
 AG7567'LEGION HALL, 1.7 FEET NORTH OF THE CENTER OF THE SIDEWALK LEADING
 AG7567'TO THE HALL ENTRANCE, 44.5 FEET NORTHEAST OF THE SOUTHEAST CORNER
 AG7567'OF THE BUILDING, AND 47 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 AG7567'THE BUILDING.
 AG7567
 AG7567                          STATION RECOVERY (1989)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS)
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (1990)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (1999)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (2002)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (2003)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7566 ***********************************************************************
 AG7566  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7566  DESIGNATION -  872 6621 B TIDAL
 AG7566  PID         -  AG7566
 AG7566  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7566  USGS QUAD   -  PORT TAMPA (1983)
 AG7566
 AG7566                         *CURRENT SURVEY CONTROL
 AG7566  ___________________________________________________________________
 AG7566* NAD 83(1986)-  27 52 02.     (N)    082 32 08.     (W)     SCALED    
 AG7566* NAVD 88     -         1.039  (meters)       3.41   (feet)  ADJUSTED  
 AG7566  ___________________________________________________________________
 AG7566  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG7566  DYNAMIC HT  -           1.038 (meters)       3.41  (feet)  COMP
 AG7566  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AG7566
 AG7566  VERT ORDER  -  SECOND    CLASS I
 AG7566
 AG7566.The horizontal coordinates were scaled from a topographic map and have
 AG7566.an estimated accuracy of +/- 6 seconds.
 AG7566
 AG7566.The orthometric height was determined by differential leveling
 AG7566.and adjusted by the National Geodetic Survey in June 1991..
 AG7566
 AG7566.This Tidal Bench Mark is designated as VM 6629
 AG7566.by the Center for Operational Oceanographic Products and Services.
 AG7566
 AG7566.The geoid height was determined by GEOID03.
 AG7566
 AG7566.The dynamic height is computed by dividing the NAVD 88
 AG7566.geopotential number by the normal gravity value computed on the
 AG7566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7566.degrees latitude (g = 980.6199 gals.).
 AG7566
 AG7566.The modeled gravity was interpolated from observed gravity values.
 AG7566
 AG7566;                    North         East    Units  Estimated Accuracy
 AG7566;SPC FL W     -   391,610.      147,260.      MT  (+/- 180 meters Scaled)
 AG7566
 AG7566                          SUPERSEDED SURVEY CONTROL
 AG7566
 AG7566  NGVD 29 (??/??/92)    1.308  (m)            4.29   (f) ADJ UNCH    2 1
 AG7566
 AG7566.Superseded values are not recommended for survey control.
 AG7566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7566.See file dsdata.txt to determine how the superseded data were derived.
 AG7566
 AG7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83)
 AG7566_MARKER: DJ = TIDAL STATION DISK
 AG7566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7566_SP_SET: COPPER-CLAD STEEL ROD
 AG7566_STAMPING: 6621 B 1976
 AG7566_MARK LOGO: NOS   
 AG7566_PROJECTION: RECESSED 8 CENTIMETERS
 AG7566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7566_ROD/PIPE-DEPTH: 12.2 meters
 AG7566
 AG7566  HISTORY     - Date     Condition        Report By
 AG7566  HISTORY     - 1976     MONUMENTED       NOS
 AG7566  HISTORY     - 1982     GOOD             FLDNR
 AG7566  HISTORY     - 1989     GOOD             USPSQD
 AG7566  HISTORY     - 1990     GOOD             USPSQD
 AG7566  HISTORY     - 19990318 MARK NOT FOUND   USPSQD
 AG7566  HISTORY     - 20030923 GOOD             USPSQD
 AG7566
 AG7566                          STATION DESCRIPTION
 AG7566
 AG7566'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7566'IN PORT TAMPA.
 AG7566'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7566'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON
 AG7566'WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE
 AG7566'IN THE CITY OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT
 AG7566'AVENUE TO THE MARK.
 AG7566'THE MARK IS IN THE PARKING AREA OF THE AMERICAN LEGION, 59.9 FEET
 AG7566'EAST OF THE NORTHEAST CORNER OF THE AMERICAN LEGION HALL, 11 FEET
 AG7566'WEST-NORTHWEST OF A LIGHT POLE, 35 FEET NORTHEAST OF THE FLAGPOLE,
 AG7566'AND APPROXIMATELY 205 FEET WEST OF TIDAL BENCH MARK 6621 C 1976.
 AG7566
 AG7566                          STATION RECOVERY (1989)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS)
 AG7566'RECOVERED IN GOOD CONDITION.
 AG7566
 AG7566                          STATION RECOVERY (1990)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7566'RECOVERED IN GOOD CONDITION.
 AG7566
 AG7566                          STATION RECOVERY (1999)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7566'MARK NOT FOUND.
 AG7566
 AG7566                          STATION RECOVERY (2003)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7566'MARK FOUND GOOD. POWER POLE OLD NUMBER IS 5837 AND THE NEW NUMBER IS
 AG7566'22680-38468. THE MARK IS 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7565 ***********************************************************************
 AG7565  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7565  DESIGNATION -  872 6621 C TIDAL
 AG7565  PID         -  AG7565
 AG7565  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7565  USGS QUAD   -  PORT TAMPA (1983)
 AG7565
 AG7565                         *CURRENT SURVEY CONTROL
 AG7565  ___________________________________________________________________
 AG7565* NAD 83(1986)-  27 52 02.     (N)    082 32 08.     (W)     SCALED    
 AG7565* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 AG7565  ___________________________________________________________________
 AG7565  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG7565  DYNAMIC HT  -           1.084 (meters)       3.56  (feet)  COMP
 AG7565  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AG7565
 AG7565  VERT ORDER  -  SECOND    CLASS I
 AG7565
 AG7565.The horizontal coordinates were scaled from a topographic map and have
 AG7565.an estimated accuracy of +/- 6 seconds.
 AG7565
 AG7565.The orthometric height was determined by differential leveling
 AG7565.and adjusted by the National Geodetic Survey in June 1991..
 AG7565
 AG7565.This Tidal Bench Mark is designated as VM 6630
 AG7565.by the Center for Operational Oceanographic Products and Services.
 AG7565
 AG7565.The geoid height was determined by GEOID03.
 AG7565
 AG7565.The dynamic height is computed by dividing the NAVD 88
 AG7565.geopotential number by the normal gravity value computed on the
 AG7565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7565.degrees latitude (g = 980.6199 gals.).
 AG7565
 AG7565.The modeled gravity was interpolated from observed gravity values.
 AG7565
 AG7565;                    North         East    Units  Estimated Accuracy
 AG7565;SPC FL W     -   391,610.      147,260.      MT  (+/- 180 meters Scaled)
 AG7565
 AG7565                          SUPERSEDED SURVEY CONTROL
 AG7565
 AG7565  NGVD 29 (??/??/92)    1.353  (m)            4.44   (f) ADJ UNCH    2 1
 AG7565
 AG7565.Superseded values are not recommended for survey control.
 AG7565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7565.See file dsdata.txt to determine how the superseded data were derived.
 AG7565
 AG7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83)
 AG7565_MARKER: DJ = TIDAL STATION DISK
 AG7565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7565_SP_SET: COPPER-CLAD STEEL ROD
 AG7565_STAMPING: 6621 C 1976
 AG7565_MARK LOGO: NOS   
 AG7565_PROJECTION: FLUSH
 AG7565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7565_ROD/PIPE-DEPTH: 12.2 meters
 AG7565
 AG7565  HISTORY     - Date     Condition        Report By
 AG7565  HISTORY     - 1976     MONUMENTED       NOS
 AG7565  HISTORY     - 1982     GOOD             FLDNR
 AG7565  HISTORY     - 1989     GOOD             USPSQD
 AG7565  HISTORY     - 1990     GOOD             USPSQD
 AG7565  HISTORY     - 19990318 MARK NOT FOUND   USPSQD
 AG7565  HISTORY     - 20030923 GOOD             USPSQD
 AG7565
 AG7565                          STATION DESCRIPTION
 AG7565
 AG7565'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7565'IN PORT TAMPA.
 AG7565'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7565'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON
 AG7565'WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE
 AG7565'IN THE CITY OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT
 AG7565'AVENUE TO THE MARK.
 AG7565'THE MARK IS NEAR THE AMERICAN LEGION HALL, 23.35 FEET NORTH OF
 AG7565'THE CENTERLINE OF PRESCOTT AVENUE, 2.4 FEET WEST OF POWER AND
 AG7565'LIGHT POLE 5407, 24.2 FEET WEST-SOUTHWEST OF A GAS PIPELINE
 AG7565'MARKER, AND APPROXIMATELY 205 FEET EAST OF TIDAL BENCH MARK
 AG7565'6621 B 1976.
 AG7565
 AG7565                          STATION RECOVERY (1989)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7565'RECOVERED IN GOOD CONDITION.
 AG7565
 AG7565                          STATION RECOVERY (1990)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7565'RECOVERED IN GOOD CONDITION.
 AG7565
 AG7565                          STATION RECOVERY (1999)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7565'MARK NOT FOUND.
 AG7565
 AG7565                          STATION RECOVERY (2003)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7565'MARK FOUND GOOD. THE GAS PIPELINE REFERENCED IN THE 1982 DESCRIPTION
 AG7565'NO LONGER EXISTS. THE NEW POWER POLE NUMBER IS 22714-38468. THE MARK
 AG7565'IS 4 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7564 ***********************************************************************
 AG7564  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7564  DESIGNATION -  872 6621 E TIDAL
 AG7564  PID         -  AG7564
 AG7564  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7564  USGS QUAD   -  PORT TAMPA (1983)
 AG7564
 AG7564                         *CURRENT SURVEY CONTROL
 AG7564  ___________________________________________________________________
 AG7564* NAD 83(1986)-  27 52 02.     (N)    082 32 08.     (W)     SCALED    
 AG7564* NAVD 88     -         0.806  (meters)       2.64   (feet)  ADJUSTED  
 AG7564  ___________________________________________________________________
 AG7564  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG7564  DYNAMIC HT  -           0.805 (meters)       2.64  (feet)  COMP
 AG7564  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AG7564
 AG7564  VERT ORDER  -  SECOND    CLASS I
 AG7564
 AG7564.The horizontal coordinates were scaled from a topographic map and have
 AG7564.an estimated accuracy of +/- 6 seconds.
 AG7564
 AG7564.The orthometric height was determined by differential leveling
 AG7564.and adjusted by the National Geodetic Survey in June 1991..
 AG7564
 AG7564.This Tidal Bench Mark is designated as VM 6631
 AG7564.by the Center for Operational Oceanographic Products and Services.
 AG7564
 AG7564.The geoid height was determined by GEOID03.
 AG7564
 AG7564.The dynamic height is computed by dividing the NAVD 88
 AG7564.geopotential number by the normal gravity value computed on the
 AG7564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7564.degrees latitude (g = 980.6199 gals.).
 AG7564
 AG7564.The modeled gravity was interpolated from observed gravity values.
 AG7564
 AG7564;                    North         East    Units  Estimated Accuracy
 AG7564;SPC FL W     -   391,610.      147,260.      MT  (+/- 180 meters Scaled)
 AG7564
 AG7564                          SUPERSEDED SURVEY CONTROL
 AG7564
 AG7564  NGVD 29 (??/??/92)    1.074  (m)            3.52   (f) ADJ UNCH    2 1
 AG7564
 AG7564.Superseded values are not recommended for survey control.
 AG7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7564.See file dsdata.txt to determine how the superseded data were derived.
 AG7564
 AG7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83)
 AG7564_MARKER: DJ = TIDAL STATION DISK
 AG7564_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7564_SP_SET: COPPER-CLAD STEEL ROD
 AG7564_STAMPING: 6621 E 1976
 AG7564_MARK LOGO: NOS   
 AG7564_PROJECTION: FLUSH
 AG7564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7564_ROD/PIPE-DEPTH: 12.2 meters
 AG7564
 AG7564  HISTORY     - Date     Condition        Report By
 AG7564  HISTORY     - 1976     MONUMENTED       NOS
 AG7564  HISTORY     - 1982     GOOD             FLDNR
 AG7564  HISTORY     - 1989     GOOD             USPSQD
 AG7564  HISTORY     - 1990     GOOD             USPSQD
 AG7564  HISTORY     - 19990318 GOOD             USPSQD
 AG7564  HISTORY     - 20020824 GOOD             USPSQD
 AG7564  HISTORY     - 20030921 GOOD             USPSQD
 AG7564
 AG7564                          STATION DESCRIPTION
 AG7564
 AG7564'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7564'IN PORT TAMPA.
 AG7564'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7564'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES
 AG7564'SOUTH ON WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT
 AG7564'AVENUE IN THE CITY OF PORT TAMPA,
 AG7564'GO 0.5 MILE WEST ON PRESCOTT AVENUE TO THE MARK.  THE MARK
 AG7564'BEARS 24.7 FEET NORTH OF THE CENTERLINE OF THE AVENUE, 5.2
 AG7564'FEET WEST OF POWER POLE 5401, 5.3 FEET WEST-SOUTHWEST
 AG7564'OF A CABBAGE PALM, AND 34.5 FEET EAST OF ANOTHER CABBAGE
 AG7564'PALM.
 AG7564
 AG7564                          STATION RECOVERY (1989)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (1990)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (1999)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (2002)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (2003)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7564'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE POWER
 AG7564'POLE IS NOW NUMBERED 22675-38467. THE MARK IS 5.3 FEET WEST-NORTHWEST
 AG7564'OF A CABBAGE PALM, NOT WEST-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7563 ***********************************************************************
 AG7563  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7563  DESIGNATION -  872 6621 F TIDAL
 AG7563  PID         -  AG7563
 AG7563  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7563  USGS QUAD   -  PORT TAMPA (1983)
 AG7563
 AG7563                         *CURRENT SURVEY CONTROL
 AG7563  ___________________________________________________________________
 AG7563* NAD 83(1986)-  27 52 02.     (N)    082 32 08.     (W)     SCALED    
 AG7563* NAVD 88     -         0.878  (meters)       2.88   (feet)  ADJUSTED  
 AG7563  ___________________________________________________________________
 AG7563  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG7563  DYNAMIC HT  -           0.877 (meters)       2.88  (feet)  COMP
 AG7563  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AG7563
 AG7563  VERT ORDER  -  SECOND    CLASS I
 AG7563
 AG7563.The horizontal coordinates were scaled from a topographic map and have
 AG7563.an estimated accuracy of +/- 6 seconds.
 AG7563
 AG7563.The orthometric height was determined by differential leveling
 AG7563.and adjusted by the National Geodetic Survey in June 1991..
 AG7563
 AG7563.This Tidal Bench Mark is designated as VM 6632
 AG7563.by the Center for Operational Oceanographic Products and Services.
 AG7563
 AG7563.The geoid height was determined by GEOID03.
 AG7563
 AG7563.The dynamic height is computed by dividing the NAVD 88
 AG7563.geopotential number by the normal gravity value computed on the
 AG7563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7563.degrees latitude (g = 980.6199 gals.).
 AG7563
 AG7563.The modeled gravity was interpolated from observed gravity values.
 AG7563
 AG7563;                    North         East    Units  Estimated Accuracy
 AG7563;SPC FL W     -   391,610.      147,260.      MT  (+/- 180 meters Scaled)
 AG7563
 AG7563                          SUPERSEDED SURVEY CONTROL
 AG7563
 AG7563  NGVD 29 (??/??/92)    1.147  (m)            3.76   (f) ADJ UNCH    2 1
 AG7563
 AG7563.Superseded values are not recommended for survey control.
 AG7563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7563.See file dsdata.txt to determine how the superseded data were derived.
 AG7563
 AG7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83)
 AG7563_MARKER: DJ = TIDAL STATION DISK
 AG7563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7563_SP_SET: COPPER-CLAD STEEL ROD
 AG7563_STAMPING: 6621 F 1976
 AG7563_MARK LOGO: NOS   
 AG7563_PROJECTION: FLUSH
 AG7563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7563_ROD/PIPE-DEPTH: 12.2 meters
 AG7563
 AG7563  HISTORY     - Date     Condition        Report By
 AG7563  HISTORY     - 1976     MONUMENTED       NOS
 AG7563  HISTORY     - 1982     GOOD             FLDNR
 AG7563  HISTORY     - 1989     GOOD             USPSQD
 AG7563  HISTORY     - 1990     GOOD             USPSQD
 AG7563  HISTORY     - 19990318 GOOD             USPSQD
 AG7563  HISTORY     - 20020824 GOOD             USPSQD
 AG7563  HISTORY     - 20030921 GOOD             USPSQD
 AG7563
 AG7563                          STATION DESCRIPTION
 AG7563
 AG7563'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7563'IN PORT TAMPA.
 AG7563'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7563'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES
 AG7563'SOUTH ON WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT
 AG7563'AVENUE IN THE CITY OF PORT TAMPA, GO 0.45 MILE WEST ON
 AG7563'PRESCOTT AVENUE TO THE MARK.  THE MARK BEARS 23.5 FEET NORTH
 AG7563'OF THE CENTERLINE OF THE AVENUE, 2.5 FEET WEST OF POWER POLE
 AG7563'5307, 9.4 FEET EAST-SOUTHEAST OF A CABBAGE PALM, AND 77.5
 AG7563'FEET EAST-NORTHEAST OF A GAS PIPELINE MARKER.
 AG7563
 AG7563                          STATION RECOVERY (1989)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (1990)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (1999)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (2002)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (2003)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7563'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE MARK IS
 AG7563'4.0 FEET WEST OF THE POWER POLE, NOT 2.5 FEET WEST. THE POWER POLE IS
 AG7563'NOW NUMBERED 22702-38467.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7457 ***********************************************************************
 AG7457  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7457  DESIGNATION -  872 6623 A TIDAL
 AG7457  PID         -  AG7457
 AG7457  STATE/COUNTY-  FL/PINELLAS
 AG7457  USGS QUAD   -  CLEARWATER (1987)
 AG7457
 AG7457                         *CURRENT SURVEY CONTROL
 AG7457  ___________________________________________________________________
 AG7457* NAD 83(1986)-  27 53 43.     (N)    082 51 02.     (W)     SCALED    
 AG7457* NAVD 88     -         2.468  (meters)       8.10   (feet)  ADJUSTED  
 AG7457  ___________________________________________________________________
 AG7457  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG7457  DYNAMIC HT  -           2.464 (meters)       8.08  (feet)  COMP
 AG7457  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 AG7457
 AG7457  VERT ORDER  -  SECOND    CLASS I
 AG7457
 AG7457.The horizontal coordinates were scaled from a topographic map and have
 AG7457.an estimated accuracy of +/- 6 seconds.
 AG7457
 AG7457.The orthometric height was determined by differential leveling
 AG7457.and adjusted by the National Geodetic Survey in June 1991..
 AG7457
 AG7457.This Tidal Bench Mark is designated as VM 10678
 AG7457.by the Center for Operational Oceanographic Products and Services.
 AG7457
 AG7457.The geoid height was determined by GEOID03.
 AG7457
 AG7457.The dynamic height is computed by dividing the NAVD 88
 AG7457.geopotential number by the normal gravity value computed on the
 AG7457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7457.degrees latitude (g = 980.6199 gals.).
 AG7457
 AG7457.The modeled gravity was interpolated from observed gravity values.
 AG7457
 AG7457;                    North         East    Units  Estimated Accuracy
 AG7457;SPC FL W     -   394,900.      116,260.      MT  (+/- 180 meters Scaled)
 AG7457
 AG7457                          SUPERSEDED SURVEY CONTROL
 AG7457
 AG7457  NGVD 29 (??/??/92)    2.732  (m)            8.96   (f) ADJ UNCH    2 1
 AG7457
 AG7457.Superseded values are not recommended for survey control.
 AG7457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7457.See file dsdata.txt to determine how the superseded data were derived.
 AG7457
 AG7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL178869(NAD 83)
 AG7457_MARKER: DJ = TIDAL STATION DISK
 AG7457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7457_SP_SET: CONCRETE SEAWALL
 AG7457_STAMPING: 6623 A 1976
 AG7457_MARK LOGO: NOS   
 AG7457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7457+STABILITY: SURFACE MOTION
 AG7457
 AG7457  HISTORY     - Date     Condition        Report By
 AG7457  HISTORY     - 1976     MONUMENTED       NOS
 AG7457  HISTORY     - 1982     GOOD             FLDNR
 AG7457  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7457
 AG7457                          STATION DESCRIPTION
 AG7457
 AG7457'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7457'IN INDIAN ROCKS BEACH.
 AG7457'THE MARK IS LOCATED IN INDIAN ROCKS BEACH, NEAR THE INDIAN ROCKS
 AG7457'BEACH FISHING PIER.  THE MARK BEARS 27.5 FEET WEST OF THE PIER GATE
 AG7457'HOUSE, 10.4 FEET NORTH OF THE PIER, AND 1.1 FEET EAST OF THE WEST
 AG7457'EDGE OF THE SEAWALL.
 AG7457'THE MARK IS 5 FT ABOVE BEACH.
 AG7457
 AG7457                          STATION RECOVERY (1996)
 AG7457
 AG7457'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7456 ***********************************************************************
 AG7456  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7456  DESIGNATION -  872 6623 B TIDAL
 AG7456  PID         -  AG7456
 AG7456  STATE/COUNTY-  FL/PINELLAS
 AG7456  USGS QUAD   -  CLEARWATER (1987)
 AG7456
 AG7456                         *CURRENT SURVEY CONTROL
 AG7456  ___________________________________________________________________
 AG7456* NAD 83(1986)-  27 53 43.     (N)    082 51 02.     (W)     SCALED    
 AG7456* NAVD 88     -         1.946  (meters)       6.38   (feet)  ADJUSTED  
 AG7456  ___________________________________________________________________
 AG7456  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG7456  DYNAMIC HT  -           1.943 (meters)       6.37  (feet)  COMP
 AG7456  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 AG7456
 AG7456  VERT ORDER  -  SECOND    CLASS I
 AG7456
 AG7456.The horizontal coordinates were scaled from a topographic map and have
 AG7456.an estimated accuracy of +/- 6 seconds.
 AG7456
 AG7456.The orthometric height was determined by differential leveling
 AG7456.and adjusted by the National Geodetic Survey in June 1991..
 AG7456
 AG7456.This Tidal Bench Mark is designated as VM 10679
 AG7456.by the Center for Operational Oceanographic Products and Services.
 AG7456
 AG7456.The geoid height was determined by GEOID03.
 AG7456
 AG7456.The dynamic height is computed by dividing the NAVD 88
 AG7456.geopotential number by the normal gravity value computed on the
 AG7456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7456.degrees latitude (g = 980.6199 gals.).
 AG7456
 AG7456.The modeled gravity was interpolated from observed gravity values.
 AG7456
 AG7456;                    North         East    Units  Estimated Accuracy
 AG7456;SPC FL W     -   394,900.      116,260.      MT  (+/- 180 meters Scaled)
 AG7456
 AG7456                          SUPERSEDED SURVEY CONTROL
 AG7456
 AG7456  NGVD 29 (??/??/92)    2.210  (m)            7.25   (f) ADJ UNCH    2 1
 AG7456
 AG7456.Superseded values are not recommended for survey control.
 AG7456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7456.See file dsdata.txt to determine how the superseded data were derived.
 AG7456
 AG7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL178869(NAD 83)
 AG7456_MARKER: DJ = TIDAL STATION DISK
 AG7456_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7456+WITH SETTING: PAVEMENT
 AG7456_SP_SET: CONCRETE BASE FOR SIGN
 AG7456_STAMPING: 6623 B 1976
 AG7456_MARK LOGO: NOS   
 AG7456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7456+STABILITY: SURFACE MOTION
 AG7456
 AG7456  HISTORY     - Date     Condition        Report By
 AG7456  HISTORY     - 1976     MONUMENTED       NOS
 AG7456  HISTORY     - 1982     GOOD             FLDNR
 AG7456  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7456
 AG7456                          STATION DESCRIPTION
 AG7456
 AG7456'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7456'IN INDIAN ROCKS BEACH.
 AG7456'THE MARK IS LOCATED IN INDIAN ROCKS BEACH, NEAR THE INDIAN ROCKS
 AG7456'BEACH FISHING PIER.  THE MARK IS SET IN THE BASE OF A SIGN READING
 AG7456'BIG INDIAN ROCKS BEACH FISHING PIER, AND IS 41.4 FEET WEST OF THE
 AG7456'CENTERLINE OF GULF BOULEVARD.
 AG7456'THE MARK IS 2 FT ABOVE ROAD.
 AG7456
 AG7456                          STATION RECOVERY (1996)
 AG7456
 AG7456'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5422 ***********************************************************************
 AG5422  DESIGNATION -  872 6625 TIDAL 3
 AG5422  PID         -  AG5422
 AG5422  STATE/COUNTY-  FL/PINELLAS
 AG5422  USGS QUAD   -  CLEARWATER (1987)
 AG5422
 AG5422                         *CURRENT SURVEY CONTROL
 AG5422  ___________________________________________________________________
 AG5422* NAD 83(1986)-  27 52 33.     (N)    082 50 51.     (W)     SCALED    
 AG5422* NAVD 88     -         2.234  (meters)       7.33   (feet)  ADJUSTED  
 AG5422  ___________________________________________________________________
 AG5422  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG5422  DYNAMIC HT  -           2.231 (meters)       7.32  (feet)  COMP
 AG5422  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AG5422
 AG5422  VERT ORDER  -  SECOND    CLASS 0
 AG5422
 AG5422.The horizontal coordinates were scaled from a topographic map and have
 AG5422.an estimated accuracy of +/- 6 seconds.
 AG5422
 AG5422.The orthometric height was determined by differential leveling
 AG5422.and adjusted by the National Geodetic Survey in June 1991..
 AG5422
 AG5422.The geoid height was determined by GEOID03.
 AG5422
 AG5422.The dynamic height is computed by dividing the NAVD 88
 AG5422.geopotential number by the normal gravity value computed on the
 AG5422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5422.degrees latitude (g = 980.6199 gals.).
 AG5422
 AG5422.The modeled gravity was interpolated from observed gravity values.
 AG5422
 AG5422;                    North         East    Units  Estimated Accuracy
 AG5422;SPC FL W     -   392,740.      116,550.      MT  (+/- 180 meters Scaled)
 AG5422
 AG5422                          SUPERSEDED SURVEY CONTROL
 AG5422
 AG5422  NGVD 29 (??/??/92)    2.499  (m)            8.20   (f) ADJ UNCH    2 0
 AG5422
 AG5422.Superseded values are not recommended for survey control.
 AG5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5422.See file dsdata.txt to determine how the superseded data were derived.
 AG5422
 AG5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL181848(NAD 83)
 AG5422_MARKER: DJ = TIDAL STATION DISK
 AG5422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5422_SP_SET: CURB
 AG5422_STAMPING: NO III
 AG5422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5422
 AG5422  HISTORY     - Date     Condition        Report By
 AG5422  HISTORY     - UNK      MONUMENTED       CGS
 AG5422  HISTORY     - 1943     GOOD             NGS
 AG5422  HISTORY     - 1959     MARK NOT FOUND   NGS
 AG5422
 AG5422                          STATION DESCRIPTION
 AG5422
 AG5422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AG5422'AT INDIAN ROCKS.
 AG5422'AT INDIAN ROCKS, PINELLAS COUNTY, 0.1 MILE SOUTHWEST OF INDIAN
 AG5422'ROCKS BRIDGE OVER THE NARROWS, 30 FEET EAST OF THE CENTERLINE
 AG5422'OF THE ROAD, AT THE SOUTH SIDE OF AN APARTMENT HOUSE FACING
 AG5422'GULF BEACH, IN THE TOP OF THE 2-FOOT-HIGH CURB AROUND THE CONCRETE
 AG5422'PORCH, AND 10 FEET SOUTH OF THE SOUTH EDGE OF THE STEPS.  A
 AG5422'STANDARD DISK, STAMPED NO III.  NOTE-- THE 2-FOOT-HIGH CURB AROUND
 AG5422'THE PORCH HAS BROKEN LOOSE AND THE OWNER POURED A NEW CONCRETE
 AG5422'SLAB ON TOP OF THE DISK.  THE MARK CAN ONLY BE RECOVERED BY
 AG5422'CUTTING THE NEW SLAB AWAY FROM THE OLD ONE.
 AG5422
 AG5422                          STATION RECOVERY (1959)
 AG5422
 AG5422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AG5422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6731 ***********************************************************************
 AG6731  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6731  DESIGNATION -  872 6625 TIDAL 5 1954
 AG6731  PID         -  AG6731
 AG6731  STATE/COUNTY-  FL/PINELLAS
 AG6731  USGS QUAD   -  CLEARWATER (1987)
 AG6731
 AG6731                         *CURRENT SURVEY CONTROL
 AG6731  ___________________________________________________________________
 AG6731* NAD 83(1986)-  27 52 31.     (N)    082 50 59.     (W)     SCALED    
 AG6731* NAVD 88     -         1.978  (meters)       6.49   (feet)  ADJUSTED  
 AG6731  ___________________________________________________________________
 AG6731  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG6731  DYNAMIC HT  -           1.975 (meters)       6.48  (feet)  COMP
 AG6731  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AG6731
 AG6731  VERT ORDER  -  SECOND    CLASS I
 AG6731
 AG6731.The horizontal coordinates were scaled from a topographic map and have
 AG6731.an estimated accuracy of +/- 6 seconds.
 AG6731
 AG6731.The orthometric height was determined by differential leveling
 AG6731.and adjusted by the National Geodetic Survey in June 1991..
 AG6731
 AG6731.This Tidal Bench Mark is designated as VM 6597
 AG6731.by the Center for Operational Oceanographic Products and Services.
 AG6731
 AG6731.The geoid height was determined by GEOID03.
 AG6731
 AG6731.The dynamic height is computed by dividing the NAVD 88
 AG6731.geopotential number by the normal gravity value computed on the
 AG6731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6731.degrees latitude (g = 980.6199 gals.).
 AG6731
 AG6731.The modeled gravity was interpolated from observed gravity values.
 AG6731
 AG6731;                    North         East    Units  Estimated Accuracy
 AG6731;SPC FL W     -   392,680.      116,330.      MT  (+/- 180 meters Scaled)
 AG6731
 AG6731                          SUPERSEDED SURVEY CONTROL
 AG6731
 AG6731  NGVD 29 (??/??/92)    2.243  (m)            7.36   (f) ADJ UNCH    2 1
 AG6731
 AG6731.Superseded values are not recommended for survey control.
 AG6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6731.See file dsdata.txt to determine how the superseded data were derived.
 AG6731
 AG6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL179847(NAD 83)
 AG6731_MARKER: DJ = TIDAL STATION DISK
 AG6731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6731_STAMPING: NO 5 RESET 1954
 AG6731_MARK LOGO: CGS   
 AG6731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6731+STABILITY: SURFACE MOTION
 AG6731
 AG6731  HISTORY     - Date     Condition        Report By
 AG6731  HISTORY     - 1954     MONUMENTED       CGS
 AG6731  HISTORY     - 1975     GOOD             FLDT
 AG6731  HISTORY     - 1982     GOOD             FLDNR
 AG6731  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6731  HISTORY     - 19961218 MARK NOT FOUND   USPSQD
 AG6731
 AG6731                          STATION DESCRIPTION
 AG6731
 AG6731'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6731'AT INDIAN ROCKS BEACH.
 AG6731'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG6731'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR
 AG6731'0.65 MILE.  STATION ON RIGHT, IN THE SE CORNER OF THE PROPERTY
 AG6731'AT 46 GULF BLVD., 24 FT. W. OF CENTERLINE OF GULF BLVD, 52 FT.
 AG6731'N. OF POWER AND LIGHT POLE NUMBER 2-1350, 8.5 FT. NW OF CHAIN
 AG6731'LINK FENCE.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG6731'GROUND.  SECTION 13, T 30S, R 14E.  TIDAL STA 3-53
 AG6731
 AG6731                          STATION RECOVERY (1982)
 AG6731
 AG6731'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6731'RECOVERED IN GOOD CONDITION.
 AG6731
 AG6731                          STATION RECOVERY (1990)
 AG6731
 AG6731'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG6731'MARK NOT FOUND.
 AG6731
 AG6731                          STATION RECOVERY (1996)
 AG6731
 AG6731'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG6731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7437 ***********************************************************************
 AG7437  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7437  DESIGNATION -  872 6625 TIDAL 7
 AG7437  PID         -  AG7437
 AG7437  STATE/COUNTY-  FL/PINELLAS
 AG7437  USGS QUAD   -  SEMINOLE (1995)
 AG7437
 AG7437                         *CURRENT SURVEY CONTROL
 AG7437  ___________________________________________________________________
 AG7437* NAD 83(1986)-  27 52 27.     (N)    082 51 05.     (W)     SCALED    
 AG7437* NAVD 88     -         2.201  (meters)       7.22   (feet)  ADJUSTED  
 AG7437  ___________________________________________________________________
 AG7437  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG7437  DYNAMIC HT  -           2.198 (meters)       7.21  (feet)  COMP
 AG7437  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AG7437
 AG7437  VERT ORDER  -  SECOND    CLASS I
 AG7437
 AG7437.The horizontal coordinates were scaled from a topographic map and have
 AG7437.an estimated accuracy of +/- 6 seconds.
 AG7437
 AG7437.The orthometric height was determined by differential leveling
 AG7437.and adjusted by the National Geodetic Survey in June 1991..
 AG7437
 AG7437.This Tidal Bench Mark is designated as VM 6598
 AG7437.by the Center for Operational Oceanographic Products and Services.
 AG7437
 AG7437.This Tidal Bench Mark is designated as VM 10685
 AG7437.by the Center for Operational Oceanographic Products and Services.
 AG7437
 AG7437.The geoid height was determined by GEOID03.
 AG7437
 AG7437.The dynamic height is computed by dividing the NAVD 88
 AG7437.geopotential number by the normal gravity value computed on the
 AG7437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7437.degrees latitude (g = 980.6199 gals.).
 AG7437
 AG7437.The modeled gravity was interpolated from observed gravity values.
 AG7437
 AG7437;                    North         East    Units  Estimated Accuracy
 AG7437;SPC FL W     -   392,560.      116,160.      MT  (+/- 180 meters Scaled)
 AG7437
 AG7437                          SUPERSEDED SURVEY CONTROL
 AG7437
 AG7437  NGVD 29 (??/??/92)    2.466  (m)            8.09   (f) ADJ UNCH    2 1
 AG7437
 AG7437.Superseded values are not recommended for survey control.
 AG7437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7437.See file dsdata.txt to determine how the superseded data were derived.
 AG7437
 AG7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL177846(NAD 83)
 AG7437_MARKER: DJ = TIDAL STATION DISK
 AG7437_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7437+WITH SETTING: PAVEMENT
 AG7437_SP_SET: CONCRETE PATIO
 AG7437_STAMPING: BM 7 1972
 AG7437_MARK LOGO: NOS   
 AG7437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7437+STABILITY: SURFACE MOTION
 AG7437
 AG7437  HISTORY     - Date     Condition        Report By
 AG7437  HISTORY     - 1972     MONUMENTED       NOS
 AG7437  HISTORY     - 1982     GOOD             FLDNR
 AG7437  HISTORY     - 19960218 GOOD             USPSQD
 AG7437
 AG7437                          STATION DESCRIPTION
 AG7437
 AG7437'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7437'IN INDIAN ROCKS BEACH.
 AG7437'BEGIN AT THE JUNCTION OF GULF BOULEVARD (STATE ROAD 699) AND STATE
 AG7437'ROAD 694 (WALSINGHAM ROAD), GO 0.7 MILE SOUTH ON GULF BOULEVARD TO
 AG7437'THE APARTMENTS AT 30 GULF BOULEVARD AND THE MARK.  THE MARK IS
 AG7437'LOCATED AT THE SOUTHWEST CORNER OF THE PATIO BEHIND THE BUILDING.
 AG7437
 AG7437                          STATION RECOVERY (1996)
 AG7437
 AG7437'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7469 ***********************************************************************
 AG7469  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7469  DESIGNATION -  872 6632 A TIDAL
 AG7469  PID         -  AG7469
 AG7469  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7469  USGS QUAD   -  TAMPA (1995)
 AG7469
 AG7469                         *CURRENT SURVEY CONTROL
 AG7469  ___________________________________________________________________
 AG7469* NAD 83(1986)-  27 52 58.     (N)    082 23 44.     (W)     SCALED    
 AG7469* NAVD 88     -         1.689  (meters)       5.54   (feet)  ADJUSTED  
 AG7469  ___________________________________________________________________
 AG7469  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7469  DYNAMIC HT  -           1.686 (meters)       5.53  (feet)  COMP
 AG7469  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AG7469
 AG7469  VERT ORDER  -  SECOND    CLASS I
 AG7469
 AG7469.The horizontal coordinates were scaled from a topographic map and have
 AG7469.an estimated accuracy of +/- 6 seconds.
 AG7469
 AG7469.The orthometric height was determined by differential leveling
 AG7469.and adjusted by the National Geodetic Survey in June 1991..
 AG7469
 AG7469.This Tidal Bench Mark is designated as VM 6633
 AG7469.by the Center for Operational Oceanographic Products and Services.
 AG7469
 AG7469.The geoid height was determined by GEOID03.
 AG7469
 AG7469.The dynamic height is computed by dividing the NAVD 88
 AG7469.geopotential number by the normal gravity value computed on the
 AG7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7469.degrees latitude (g = 980.6199 gals.).
 AG7469
 AG7469.The modeled gravity was interpolated from observed gravity values.
 AG7469
 AG7469;                    North         East    Units  Estimated Accuracy
 AG7469;SPC FL W     -   393,280.      161,050.      MT  (+/- 180 meters Scaled)
 AG7469
 AG7469                          SUPERSEDED SURVEY CONTROL
 AG7469
 AG7469.No superseded survey control is available for this station.
 AG7469
 AG7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL626850(NAD 83)
 AG7469_MARKER: DJ = TIDAL STATION DISK
 AG7469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7469_SP_SET: CULVERT HEADWALL
 AG7469_STAMPING: 6632 A 1977
 AG7469_MARK LOGO: NOS   
 AG7469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7469+STABILITY: SURFACE MOTION
 AG7469
 AG7469  HISTORY     - Date     Condition        Report By
 AG7469  HISTORY     - 1977     MONUMENTED       NOS
 AG7469  HISTORY     - 1982     GOOD             FLDNR
 AG7469
 AG7469                          STATION DESCRIPTION
 AG7469
 AG7469'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7469'IN TAMPA.
 AG7469'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7469'RIVER, GO 4.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7469'29 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE, 3 FEET
 AG7469'SOUTHEAST OF THE NORTHWEST END OF THE CULVERT HEADWALL, AND 60 FEET
 AG7469'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 AG7469'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7468 ***********************************************************************
 AG7468  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7468  DESIGNATION -  872 6632 B TIDAL
 AG7468  PID         -  AG7468
 AG7468  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7468  USGS QUAD   -  TAMPA (1995)
 AG7468
 AG7468                         *CURRENT SURVEY CONTROL
 AG7468  ___________________________________________________________________
 AG7468* NAD 83(1986)-  27 52 58.     (N)    082 23 44.     (W)     SCALED    
 AG7468* NAVD 88     -         1.651  (meters)       5.42   (feet)  ADJUSTED  
 AG7468  ___________________________________________________________________
 AG7468  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7468  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 AG7468  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AG7468
 AG7468  VERT ORDER  -  SECOND    CLASS I
 AG7468
 AG7468.The horizontal coordinates were scaled from a topographic map and have
 AG7468.an estimated accuracy of +/- 6 seconds.
 AG7468
 AG7468.The orthometric height was determined by differential leveling
 AG7468.and adjusted by the National Geodetic Survey in June 1991..
 AG7468
 AG7468.This Tidal Bench Mark is designated as VM 6634
 AG7468.by the Center for Operational Oceanographic Products and Services.
 AG7468
 AG7468.The geoid height was determined by GEOID03.
 AG7468
 AG7468.The dynamic height is computed by dividing the NAVD 88
 AG7468.geopotential number by the normal gravity value computed on the
 AG7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7468.degrees latitude (g = 980.6199 gals.).
 AG7468
 AG7468.The modeled gravity was interpolated from observed gravity values.
 AG7468
 AG7468;                    North         East    Units  Estimated Accuracy
 AG7468;SPC FL W     -   393,280.      161,050.      MT  (+/- 180 meters Scaled)
 AG7468
 AG7468                          SUPERSEDED SURVEY CONTROL
 AG7468
 AG7468.No superseded survey control is available for this station.
 AG7468
 AG7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL626850(NAD 83)
 AG7468_MARKER: DJ = TIDAL STATION DISK
 AG7468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7468_SP_SET: CONCRETE BOX DRAIN
 AG7468_STAMPING: 6632 B 1977
 AG7468_MARK LOGO: NOS   
 AG7468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7468+STABILITY: SURFACE MOTION
 AG7468
 AG7468  HISTORY     - Date     Condition        Report By
 AG7468  HISTORY     - 1977     MONUMENTED       NOS
 AG7468  HISTORY     - 1982     GOOD             FLDNR
 AG7468
 AG7468                          STATION DESCRIPTION
 AG7468
 AG7468'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7468'IN TAMPA.
 AG7468'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7468'RIVER, GO 4.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7468'29.5 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S.
 AG7468'41, 36.7 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE,
 AG7468'AND SET IN THE TOP OF A BOX DRAIN (6 FEET BY 7 FEET) WITH AN IRON
 AG7468'GRATE.
 AG7468'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7467 ***********************************************************************
 AG7467  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7467  DESIGNATION -  872 6632 C TIDAL
 AG7467  PID         -  AG7467
 AG7467  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7467  USGS QUAD   -  TAMPA (1995)
 AG7467
 AG7467                         *CURRENT SURVEY CONTROL
 AG7467  ___________________________________________________________________
 AG7467* NAD 83(1986)-  27 52 58.     (N)    082 23 44.     (W)     SCALED    
 AG7467* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 AG7467  ___________________________________________________________________
 AG7467  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7467  DYNAMIC HT  -           1.655 (meters)       5.43  (feet)  COMP
 AG7467  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AG7467
 AG7467  VERT ORDER  -  SECOND    CLASS I
 AG7467
 AG7467.The horizontal coordinates were scaled from a topographic map and have
 AG7467.an estimated accuracy of +/- 6 seconds.
 AG7467
 AG7467.The orthometric height was determined by differential leveling
 AG7467.and adjusted by the National Geodetic Survey in June 1991..
 AG7467
 AG7467.This Tidal Bench Mark is designated as VM 6635
 AG7467.by the Center for Operational Oceanographic Products and Services.
 AG7467
 AG7467.The geoid height was determined by GEOID03.
 AG7467
 AG7467.The dynamic height is computed by dividing the NAVD 88
 AG7467.geopotential number by the normal gravity value computed on the
 AG7467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7467.degrees latitude (g = 980.6199 gals.).
 AG7467
 AG7467.The modeled gravity was interpolated from observed gravity values.
 AG7467
 AG7467;                    North         East    Units  Estimated Accuracy
 AG7467;SPC FL W     -   393,280.      161,050.      MT  (+/- 180 meters Scaled)
 AG7467
 AG7467                          SUPERSEDED SURVEY CONTROL
 AG7467
 AG7467.No superseded survey control is available for this station.
 AG7467
 AG7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL626850(NAD 83)
 AG7467_MARKER: DJ = TIDAL STATION DISK
 AG7467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7467_SP_SET: CONCRETE CULVERT HEADWALL
 AG7467_STAMPING: 6632 C 1977
 AG7467_MARK LOGO: NOS   
 AG7467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7467+STABILITY: SURFACE MOTION
 AG7467
 AG7467  HISTORY     - Date     Condition        Report By
 AG7467  HISTORY     - 1977     MONUMENTED       NOS
 AG7467  HISTORY     - 1982     GOOD             FLDNR
 AG7467
 AG7467                          STATION DESCRIPTION
 AG7467
 AG7467'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7467'IN TAMPA.
 AG7467'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7467'RIVER, GO 4.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7467'26.5 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AG7467'41, AND 0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE CULVERT
 AG7467'HEADWALL.
 AG7467'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7466 ***********************************************************************
 AG7466  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7466  DESIGNATION -  872 6632 E TIDAL
 AG7466  PID         -  AG7466
 AG7466  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7466  USGS QUAD   -  TAMPA (1995)
 AG7466
 AG7466                         *CURRENT SURVEY CONTROL
 AG7466  ___________________________________________________________________
 AG7466* NAD 83(1986)-  27 52 55.     (N)    082 23 41.     (W)     SCALED    
 AG7466* NAVD 88     -         0.966  (meters)       3.17   (feet)  ADJUSTED  
 AG7466  ___________________________________________________________________
 AG7466  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7466  DYNAMIC HT  -           0.965 (meters)       3.17  (feet)  COMP
 AG7466  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AG7466
 AG7466  VERT ORDER  -  SECOND    CLASS I
 AG7466
 AG7466.The horizontal coordinates were scaled from a topographic map and have
 AG7466.an estimated accuracy of +/- 6 seconds.
 AG7466
 AG7466.The orthometric height was determined by differential leveling
 AG7466.and adjusted by the National Geodetic Survey in June 1991..
 AG7466
 AG7466.This Tidal Bench Mark is designated as VM 6636
 AG7466.by the Center for Operational Oceanographic Products and Services.
 AG7466
 AG7466.The geoid height was determined by GEOID03.
 AG7466
 AG7466.The dynamic height is computed by dividing the NAVD 88
 AG7466.geopotential number by the normal gravity value computed on the
 AG7466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7466.degrees latitude (g = 980.6199 gals.).
 AG7466
 AG7466.The modeled gravity was interpolated from observed gravity values.
 AG7466
 AG7466;                    North         East    Units  Estimated Accuracy
 AG7466;SPC FL W     -   393,190.      161,130.      MT  (+/- 180 meters Scaled)
 AG7466
 AG7466                          SUPERSEDED SURVEY CONTROL
 AG7466
 AG7466.No superseded survey control is available for this station.
 AG7466
 AG7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL627849(NAD 83)
 AG7466_MARKER: DJ = TIDAL STATION DISK
 AG7466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7466_SP_SET: CONCRETE POST
 AG7466_STAMPING: 6632 E 1977
 AG7466_MARK LOGO: NOS   
 AG7466_PROJECTION: FLUSH
 AG7466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7466+STABILITY: SURFACE MOTION
 AG7466
 AG7466  HISTORY     - Date     Condition        Report By
 AG7466  HISTORY     - 1977     MONUMENTED       NOS
 AG7466  HISTORY     - 1982     GOOD             FLDNR
 AG7466
 AG7466                          STATION DESCRIPTION
 AG7466
 AG7466'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7466'IN TAMPA.
 AG7466'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7466'RIVER, GO 4.55 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK
 AG7466'BEARS 78 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AG7466'U.S. 41, AND 3.5 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 AG7466'BILLBOARD SIGN WITH A WITNESS SIGN ATTACHED.
 AG7466'THE MARK IS 4 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7465 ***********************************************************************
 AG7465  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7465  DESIGNATION -  872 6632 F TIDAL
 AG7465  PID         -  AG7465
 AG7465  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7465  USGS QUAD   -  TAMPA (1995)
 AG7465
 AG7465                         *CURRENT SURVEY CONTROL
 AG7465  ___________________________________________________________________
 AG7465* NAD 83(1986)-  27 52 53.     (N)    082 23 41.     (W)     SCALED    
 AG7465* NAVD 88     -         2.817  (meters)       9.24   (feet)  ADJUSTED  
 AG7465  ___________________________________________________________________
 AG7465  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7465  DYNAMIC HT  -           2.812 (meters)       9.23  (feet)  COMP
 AG7465  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AG7465
 AG7465  VERT ORDER  -  SECOND    CLASS I
 AG7465
 AG7465.The horizontal coordinates were scaled from a topographic map and have
 AG7465.an estimated accuracy of +/- 6 seconds.
 AG7465
 AG7465.The orthometric height was determined by differential leveling
 AG7465.and adjusted by the National Geodetic Survey in June 1991..
 AG7465
 AG7465.This Tidal Bench Mark is designated as VM 6637
 AG7465.by the Center for Operational Oceanographic Products and Services.
 AG7465
 AG7465.The geoid height was determined by GEOID03.
 AG7465
 AG7465.The dynamic height is computed by dividing the NAVD 88
 AG7465.geopotential number by the normal gravity value computed on the
 AG7465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7465.degrees latitude (g = 980.6199 gals.).
 AG7465
 AG7465.The modeled gravity was interpolated from observed gravity values.
 AG7465
 AG7465;                    North         East    Units  Estimated Accuracy
 AG7465;SPC FL W     -   393,130.      161,130.      MT  (+/- 180 meters Scaled)
 AG7465
 AG7465                          SUPERSEDED SURVEY CONTROL
 AG7465
 AG7465.No superseded survey control is available for this station.
 AG7465
 AG7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL627848(NAD 83)
 AG7465_MARKER: DJ = TIDAL STATION DISK
 AG7465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7465_SP_SET: COPPER-CLAD STEEL ROD
 AG7465_STAMPING: 6632 F 1977
 AG7465_MARK LOGO: NOS   
 AG7465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7465
 AG7465  HISTORY     - Date     Condition        Report By
 AG7465  HISTORY     - 1977     MONUMENTED       NOS
 AG7465  HISTORY     - 1982     GOOD             FLDNR
 AG7465
 AG7465                          STATION DESCRIPTION
 AG7465
 AG7465'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7465'IN TAMPA.
 AG7465'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7465'RIVER, GO 4.6 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7465'33.5 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AG7465'U.S. 41, 33.5 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND
 AG7465'LANE, AND 6 FEET NORTH OF THE NORTH CURB OF THE MEDIAN CROSS-OVER
 AG7465'ROAD.  THE MARK IS SET ATOP A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.
 AG7465'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7463 ***********************************************************************
 AG7463  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7463  DESIGNATION -  872 6639 TIDAL 1
 AG7463  PID         -  AG7463
 AG7463  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7463  USGS QUAD   -  TAMPA (1995)
 AG7463
 AG7463                         *CURRENT SURVEY CONTROL
 AG7463  ___________________________________________________________________
 AG7463* NAD 83(1986)-  27 53 21.     (N)    082 28 50.     (W)     SCALED    
 AG7463* NAVD 88     -         1.578  (meters)       5.18   (feet)  ADJUSTED  
 AG7463  ___________________________________________________________________
 AG7463  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG7463  DYNAMIC HT  -           1.576 (meters)       5.17  (feet)  COMP
 AG7463  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG7463
 AG7463  VERT ORDER  -  SECOND    CLASS I
 AG7463
 AG7463.The horizontal coordinates were scaled from a topographic map and have
 AG7463.an estimated accuracy of +/- 6 seconds.
 AG7463
 AG7463.The orthometric height was determined by differential leveling
 AG7463.and adjusted by the National Geodetic Survey in June 1991..
 AG7463
 AG7463.This Tidal Bench Mark is designated as VM 10689
 AG7463.by the Center for Operational Oceanographic Products and Services.
 AG7463
 AG7463.The geoid height was determined by GEOID03.
 AG7463
 AG7463.The dynamic height is computed by dividing the NAVD 88
 AG7463.geopotential number by the normal gravity value computed on the
 AG7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7463.degrees latitude (g = 980.6199 gals.).
 AG7463
 AG7463.The modeled gravity was interpolated from observed gravity values.
 AG7463
 AG7463;                    North         East    Units  Estimated Accuracy
 AG7463;SPC FL W     -   394,020.      152,690.      MT  (+/- 180 meters Scaled)
 AG7463
 AG7463                          SUPERSEDED SURVEY CONTROL
 AG7463
 AG7463  NGVD 29 (??/??/92)    1.843  (m)            6.05   (f) ADJ UNCH    2 1
 AG7463
 AG7463.Superseded values are not recommended for survey control.
 AG7463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7463.See file dsdata.txt to determine how the superseded data were derived.
 AG7463
 AG7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL542858(NAD 83)
 AG7463_MARKER: DJ = TIDAL STATION DISK
 AG7463_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7463+WITH SETTING: PAVEMENT
 AG7463_SP_SET: CONCRETE DECKING
 AG7463_STAMPING: NO 1 1975
 AG7463_MARK LOGO: NOS   
 AG7463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7463+STABILITY: SURFACE MOTION
 AG7463
 AG7463  HISTORY     - Date     Condition        Report By
 AG7463  HISTORY     - 1975     MONUMENTED       NOS
 AG7463  HISTORY     - 1982     GOOD             FLDNR
 AG7463  HISTORY     - 19990321 GOOD             USPSQD
 AG7463  HISTORY     - 20030921 GOOD             USPSQD
 AG7463
 AG7463                          STATION DESCRIPTION
 AG7463
 AG7463'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7463'IN TAMPA.
 AG7463'THE MARK IS LOCATED AT BALLAST POINT PARK ON THE EAST SIDE
 AG7463'OF THE INTERBAY PENINSULA AT THE EAST END OF BALLAST POINT
 AG7463'BOULEVARD.  THE MARK IS SET NEAR THE SOUTHEAST CORNER OF
 AG7463'THE DECKING FOR THE PICNIC TABLE SHELTER SOUTH OF THE PARK
 AG7463'GAZEBO, 160 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AG7463'BAIT AND SANDWICH SHOP, 3.2 FEET NORTH-NORTHWEST OF THE
 AG7463'SOUTHEAST CORNER OF THE DECKING, AND 140 FEET EAST-NORTHEAST
 AG7463'OF BENCH MARK NO 2 1975.
 AG7463'THE MARK IS ABOVE LEVEL WITH GROUND.
 AG7463
 AG7463                          STATION RECOVERY (1999)
 AG7463
 AG7463'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7463'RECOVERED IN GOOD CONDITION.
 AG7463
 AG7463                          STATION RECOVERY (2003)
 AG7463
 AG7463'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7463'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE SHELTER
 AG7463'IS NORTHWEST OF THE PARK GAZEBO, NOT SOUTH OF THE PARK GAZEBO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6384 ***********************************************************************
 AG6384  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6384  DESIGNATION -  872 6639 TIDAL 2
 AG6384  PID         -  AG6384
 AG6384  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6384  USGS QUAD   -  TAMPA (1995)
 AG6384
 AG6384                         *CURRENT SURVEY CONTROL
 AG6384  ___________________________________________________________________
 AG6384* NAD 83(1986)-  27 53 19.     (N)    082 28 54.     (W)     SCALED    
 AG6384* NAVD 88     -         1.608  (meters)       5.28   (feet)  ADJUSTED  
 AG6384  ___________________________________________________________________
 AG6384  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG6384  DYNAMIC HT  -           1.605 (meters)       5.27  (feet)  COMP
 AG6384  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AG6384
 AG6384  VERT ORDER  -  SECOND    CLASS I
 AG6384
 AG6384.The horizontal coordinates were scaled from a topographic map and have
 AG6384.an estimated accuracy of +/- 6 seconds.
 AG6384
 AG6384.The orthometric height was determined by differential leveling
 AG6384.and adjusted by the National Geodetic Survey in June 1991..
 AG6384
 AG6384.This Tidal Bench Mark is designated as VM 10690
 AG6384.by the Center for Operational Oceanographic Products and Services.
 AG6384
 AG6384.The geoid height was determined by GEOID03.
 AG6384
 AG6384.The dynamic height is computed by dividing the NAVD 88
 AG6384.geopotential number by the normal gravity value computed on the
 AG6384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6384.degrees latitude (g = 980.6199 gals.).
 AG6384
 AG6384.The modeled gravity was interpolated from observed gravity values.
 AG6384
 AG6384;                    North         East    Units  Estimated Accuracy
 AG6384;SPC FL W     -   393,960.      152,580.      MT  (+/- 180 meters Scaled)
 AG6384
 AG6384                          SUPERSEDED SURVEY CONTROL
 AG6384
 AG6384  NGVD 29 (??/??/92)    1.872  (m)            6.14   (f) ADJ UNCH    2 1
 AG6384
 AG6384.Superseded values are not recommended for survey control.
 AG6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6384.See file dsdata.txt to determine how the superseded data were derived.
 AG6384
 AG6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541857(NAD 83)
 AG6384_MARKER: DB = BENCH MARK DISK
 AG6384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6384_STAMPING: NO 2 1975
 AG6384_MARK LOGO: NOS   
 AG6384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6384
 AG6384  HISTORY     - Date     Condition        Report By
 AG6384  HISTORY     - 1975     MONUMENTED       NGS
 AG6384  HISTORY     - 1976     GOOD             NGS
 AG6384  HISTORY     - 1982     GOOD             FLDNR
 AG6384  HISTORY     - 19990321 GOOD             USPSQD
 AG6384  HISTORY     - 20030921 GOOD             USPSQD
 AG6384
 AG6384                          STATION DESCRIPTION
 AG6384
 AG6384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6384'IN TAMPA.
 AG6384'AT TAMPA, AT BALLAST POINT PARK NEAR THE EAST END OF BALLAST POINT
 AG6384'BOULEVARD.  MARK IS SET ATOP A COPPER ROD DRIVEN TO REFUSAL, A 4 INCH
 AG6384'PVC PIPE WAS PLACED AROUND THE MARK AND A CONCRETE COLLAR WAS POURED
 AG6384'AROUND THE PVC PIPE.  MARK IS FLUSH WITH THE GROUND AND PVC PROJECTS 2
 AG6384'FEET.  MARK IS 140 FEET SOUTHWEST OF NO 1 1975, 27.5 FEET EAST OF
 AG6384'CENTER LINE OF INTER BAY BOULEVARD, AND 1.8 FEET NORTH OF POWER POLE
 AG6384'NO. 5210.
 AG6384
 AG6384                          STATION RECOVERY (1982)
 AG6384
 AG6384'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6384'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6384'THE MARK IS LOCATED AT BALLAST POINT PARK ON THE EAST SIDE
 AG6384'OF THE INTERBAY PENINSULA AT THE EAST END OF BALLAST POINT
 AG6384'BOULEVARD.  THE MARK IS AT THE WEST EDGE OF THE PARK, 27.5
 AG6384'FEET EAST OF THE CENTERLINE OF INTERBAY BOULEVARD, 1.8 FEET
 AG6384'NORTH OF POWER POLE 5210, AND 140 FEET WEST-SOUTHWEST OF
 AG6384'BENCH MARK NO 1 1975.  THE MARK IS SET ATOP A COPPER-CLAD
 AG6384'STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PVC PIPE THAT
 AG6384'PROJECTS 2 INCHES ABOVE THE GROUND.
 AG6384'THE MARK IS ABOVE LEVEL WITH GROUND.
 AG6384
 AG6384                          STATION RECOVERY (1999)
 AG6384
 AG6384'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG6384'RECOVERED IN GOOD CONDITION.
 AG6384
 AG6384                          STATION RECOVERY (2003)
 AG6384
 AG6384'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG6384'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE POWER
 AG6384'POLE IS NOW NUMBERED 24442-39226.  THE MARK IS 18 FEET WEST OF A
 AG6384'36-INCH IN DIAMETER OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6003 ***********************************************************************
 AG6003  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6003  DESIGNATION -  872 6639 TIDAL BP 1
 AG6003  PID         -  AG6003
 AG6003  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6003  USGS QUAD   -  TAMPA (1995)
 AG6003
 AG6003                         *CURRENT SURVEY CONTROL
 AG6003  ___________________________________________________________________
 AG6003* NAD 83(1986)-  27 53 18.     (N)    082 28 47.     (W)     SCALED    
 AG6003* NAVD 88     -         1.689  (meters)       5.54   (feet)  ADJUSTED  
 AG6003  ___________________________________________________________________
 AG6003  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG6003  DYNAMIC HT  -           1.686 (meters)       5.53  (feet)  COMP
 AG6003  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG6003
 AG6003  VERT ORDER  -  FIRST     CLASS I
 AG6003
 AG6003.The horizontal coordinates were scaled from a topographic map and have
 AG6003.an estimated accuracy of +/- 6 seconds.
 AG6003
 AG6003.The orthometric height was determined by differential leveling
 AG6003.and adjusted by the National Geodetic Survey in June 1991..
 AG6003
 AG6003.This Tidal Bench Mark is designated as VM 10687
 AG6003.by the Center for Operational Oceanographic Products and Services.
 AG6003
 AG6003.The geoid height was determined by GEOID03.
 AG6003
 AG6003.The dynamic height is computed by dividing the NAVD 88
 AG6003.geopotential number by the normal gravity value computed on the
 AG6003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6003.degrees latitude (g = 980.6199 gals.).
 AG6003
 AG6003.The modeled gravity was interpolated from observed gravity values.
 AG6003
 AG6003;                    North         East    Units  Estimated Accuracy
 AG6003;SPC FL W     -   393,930.      152,770.      MT  (+/- 180 meters Scaled)
 AG6003
 AG6003                          SUPERSEDED SURVEY CONTROL
 AG6003
 AG6003  NGVD 29 (??/??/92)    1.953  (m)            6.41   (f) ADJ UNCH    1 1
 AG6003
 AG6003.Superseded values are not recommended for survey control.
 AG6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6003.See file dsdata.txt to determine how the superseded data were derived.
 AG6003
 AG6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543857(NAD 83)
 AG6003_MARKER: DJ = TIDAL STATION DISK
 AG6003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6003_SP_SET: CONCRETE SUPPORT
 AG6003_STAMPING: BP 1 1948
 AG6003_MARK LOGO: CGS   
 AG6003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6003
 AG6003  HISTORY     - Date     Condition        Report By
 AG6003  HISTORY     - 1948     MONUMENTED       CGS
 AG6003  HISTORY     - 1966     GOOD             NGS
 AG6003  HISTORY     - 1982     GOOD             FLDNR
 AG6003  HISTORY     - 1990     POOR             USPSQD
 AG6003  HISTORY     - 19990321 GOOD             USPSQD
 AG6003  HISTORY     - 20030921 GOOD             USPSQD
 AG6003
 AG6003                          STATION DESCRIPTION
 AG6003
 AG6003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6003'AT TAMPA.
 AG6003'AT TAMPA, AT BALLAST POINT PARK NEAR THE EAST END OF BALLAST
 AG6003'POINT BOULEVARD, ON THE FISHING PIER, IN THE TOP OF THE NORTH
 AG6003'END OF THE CONCRETE SUPPORT UNDER THE WEST EDGE OF THE SHELTER,
 AG6003'0.6 FOOT NORTH OF THE NORTHWEST LEG THAT SUPPORTS THE ROOF, 1 FOOT
 AG6003'SOUTH OF THE NORTH END OF THE SUPPORT AND ABOUT 1 FOOT BELOW THE
 AG6003'LEVEL OF THE FLOOR OF THE PIER.
 AG6003
 AG6003                          STATION RECOVERY (1982)
 AG6003
 AG6003'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6003'RECOVERED IN GOOD CONDITION.
 AG6003
 AG6003                          STATION RECOVERY (1990)
 AG6003
 AG6003'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6003'MARK RECOVERED IN POOR CONDITION.
 AG6003
 AG6003                          STATION RECOVERY (1999)
 AG6003
 AG6003'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG6003'RECOVERED IN GOOD CONDITION.
 AG6003
 AG6003                          STATION RECOVERY (2003)
 AG6003
 AG6003'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG6003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6004 ***********************************************************************
 AG6004  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6004  DESIGNATION -  872 6639 TIDAL BP 3
 AG6004  PID         -  AG6004
 AG6004  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6004  USGS QUAD   -  TAMPA (1995)
 AG6004
 AG6004                         *CURRENT SURVEY CONTROL
 AG6004  ___________________________________________________________________
 AG6004* NAD 83(1986)-  27 53 18.     (N)    082 28 48.     (W)     SCALED    
 AG6004* NAVD 88     -         1.145  (meters)       3.76   (feet)  ADJUSTED  
 AG6004  ___________________________________________________________________
 AG6004  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG6004  DYNAMIC HT  -           1.144 (meters)       3.75  (feet)  COMP
 AG6004  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AG6004
 AG6004  VERT ORDER  -  FIRST     CLASS I
 AG6004
 AG6004.The horizontal coordinates were scaled from a topographic map and have
 AG6004.an estimated accuracy of +/- 6 seconds.
 AG6004
 AG6004.The orthometric height was determined by differential leveling
 AG6004.and adjusted by the National Geodetic Survey in June 1991..
 AG6004.WARNING-Repeat measurements at this control monument indicate possible
 AG6004.vertical movement.
 AG6004
 AG6004.This Tidal Bench Mark is designated as VM 10688
 AG6004.by the Center for Operational Oceanographic Products and Services.
 AG6004
 AG6004.The geoid height was determined by GEOID03.
 AG6004
 AG6004.The dynamic height is computed by dividing the NAVD 88
 AG6004.geopotential number by the normal gravity value computed on the
 AG6004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6004.degrees latitude (g = 980.6199 gals.).
 AG6004
 AG6004.The modeled gravity was interpolated from observed gravity values.
 AG6004
 AG6004;                    North         East    Units  Estimated Accuracy
 AG6004;SPC FL W     -   393,930.      152,740.      MT  (+/- 180 meters Scaled)
 AG6004
 AG6004                          SUPERSEDED SURVEY CONTROL
 AG6004
 AG6004  NGVD 29 (??/??/92)    1.410  (m)            4.63   (f) ADJ UNCH    1 1
 AG6004
 AG6004.Superseded values are not recommended for survey control.
 AG6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6004.See file dsdata.txt to determine how the superseded data were derived.
 AG6004
 AG6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543857(NAD 83)
 AG6004_MARKER: DJ = TIDAL STATION DISK
 AG6004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6004_STAMPING: B P 3 1948
 AG6004_MARK LOGO: CGS   
 AG6004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6004+STABILITY: SURFACE MOTION
 AG6004
 AG6004  HISTORY     - Date     Condition        Report By
 AG6004  HISTORY     - 1948     MONUMENTED       CGS
 AG6004  HISTORY     - 1966     GOOD             NGS
 AG6004  HISTORY     - 1982     GOOD             FLDNR
 AG6004  HISTORY     - 1990     GOOD             USPSQD
 AG6004  HISTORY     - 19990321 GOOD             USPSQD
 AG6004  HISTORY     - 20030921 GOOD             USPSQD
 AG6004
 AG6004                          STATION DESCRIPTION
 AG6004
 AG6004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6004'AT TAMPA.
 AG6004'AT TAMPA, AT BALLAST POINT PARK NEAR THE EAST END OF BALLAST
 AG6004'POINT BOULEVARD, 55 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AG6004'FISHING PIER, 73.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG6004'REFRESHMENT STAND, 52 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 AG6004'BOAT LAUNCHING RAMP, ABOUT LEVEL WITH THE GROUND AND SET IN THE
 AG6004'TOP OF THE SEA WALL WHICH RESTS ON SOLID ROCK.
 AG6004
 AG6004                          STATION RECOVERY (1982)
 AG6004
 AG6004'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6004'RECOVERED IN GOOD CONDITION.
 AG6004
 AG6004                          STATION RECOVERY (1990)
 AG6004
 AG6004'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6004'RECOVERED IN GOOD CONDITION.
 AG6004
 AG6004                          STATION RECOVERY (1999)
 AG6004
 AG6004'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG6004'RECOVERED IN GOOD CONDITION.
 AG6004
 AG6004                          STATION RECOVERY (2003)
 AG6004
 AG6004'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG6004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6401 ***********************************************************************
 AG6401  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6401  DESIGNATION -  872 6641 TIDAL 1 1975
 AG6401  PID         -  AG6401
 AG6401  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6401  USGS QUAD   -  GANDY BRIDGE (1987)
 AG6401
 AG6401                         *CURRENT SURVEY CONTROL
 AG6401  ___________________________________________________________________
 AG6401* NAD 83(1986)-  27 53 37.     (N)    082 32 21.     (W)     SCALED    
 AG6401* NAVD 88     -         1.828  (meters)       6.00   (feet)  ADJUSTED  
 AG6401  ___________________________________________________________________
 AG6401  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AG6401  DYNAMIC HT  -           1.825 (meters)       5.99  (feet)  COMP
 AG6401  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AG6401
 AG6401  VERT ORDER  -  SECOND    CLASS I
 AG6401
 AG6401.The horizontal coordinates were scaled from a topographic map and have
 AG6401.an estimated accuracy of +/- 6 seconds.
 AG6401
 AG6401.The orthometric height was determined by differential leveling
 AG6401.and adjusted by the National Geodetic Survey in June 1991..
 AG6401.WARNING-Repeat measurements at this control monument indicate possible
 AG6401.vertical movement.
 AG6401
 AG6401.This Tidal Bench Mark is designated as VM 6641
 AG6401.by the Center for Operational Oceanographic Products and Services.
 AG6401
 AG6401.The geoid height was determined by GEOID03.
 AG6401
 AG6401.The dynamic height is computed by dividing the NAVD 88
 AG6401.geopotential number by the normal gravity value computed on the
 AG6401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6401.degrees latitude (g = 980.6199 gals.).
 AG6401
 AG6401.The modeled gravity was interpolated from observed gravity values.
 AG6401
 AG6401;                    North         East    Units  Estimated Accuracy
 AG6401;SPC FL W     -   394,540.      146,920.      MT  (+/- 180 meters Scaled)
 AG6401
 AG6401                          SUPERSEDED SURVEY CONTROL
 AG6401
 AG6401  NGVD 29 (??/??/92)    2.095  (m)            6.87   (f) ADJ UNCH    2 1
 AG6401
 AG6401.Superseded values are not recommended for survey control.
 AG6401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6401.See file dsdata.txt to determine how the superseded data were derived.
 AG6401
 AG6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL485863(NAD 83)
 AG6401_MARKER: DB = BENCH MARK DISK
 AG6401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6401_STAMPING: NO 1 1975
 AG6401_MARK LOGO: NOS   
 AG6401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6401+STABILITY: SURFACE MOTION
 AG6401
 AG6401  HISTORY     - Date     Condition        Report By
 AG6401  HISTORY     - 1975     MONUMENTED       NGS
 AG6401  HISTORY     - 1976     GOOD             NGS
 AG6401  HISTORY     - 1982     GOOD             FLDNR
 AG6401  HISTORY     - 1990     GOOD             USPSQD
 AG6401
 AG6401                          STATION DESCRIPTION
 AG6401
 AG6401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6401'IN TAMPA.
 AG6401'MARK IS LOCATED ABOUT 0.2 MILES EAST OF THE EAST END OF GANDY BRIDGE,
 AG6401'SET AT THE SOUTHEAST CORNER OF A RAMP, ON TOP OF SEAWALL, 1.4 FEET
 AG6401'NORTHWEST OF THE SOUTHEAST CORNER FENCE POST AT SOUTHEAST CORNER OF
 AG6401'THE RAMP, 200 YARDS NORTH OF CENTERLINE OF WEST LANE OF GANDY
 AG6401'BOULEVARD, 390 FEET NORTHWEST OF BENCH MARK G 263.
 AG6401
 AG6401                          STATION RECOVERY (1982)
 AG6401
 AG6401'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6401'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG6401'ADD THAT THE MARK IS AT THE U. S. MARINE RESERVE TRAINING CENTER.
 AG6401
 AG6401                          STATION RECOVERY (1990)
 AG6401
 AG6401'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5353 ***********************************************************************
 AG5353  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5353  DESIGNATION -  872 6641 TIDAL 7
 AG5353  PID         -  AG5353
 AG5353  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5353  USGS QUAD   -  GANDY BRIDGE (1987)
 AG5353
 AG5353                         *CURRENT SURVEY CONTROL
 AG5353  ___________________________________________________________________
 AG5353* NAD 83(1986)-  27 53 37.     (N)    082 31 49.     (W)     SCALED    
 AG5353* NAVD 88     -         1.181  (meters)       3.87   (feet)  ADJUSTED  
 AG5353  ___________________________________________________________________
 AG5353  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AG5353  DYNAMIC HT  -           1.179 (meters)       3.87  (feet)  COMP
 AG5353  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AG5353
 AG5353  VERT ORDER  -  FIRST     CLASS I
 AG5353
 AG5353.The horizontal coordinates were scaled from a topographic map and have
 AG5353.an estimated accuracy of +/- 6 seconds.
 AG5353
 AG5353.The orthometric height was determined by differential leveling
 AG5353.and adjusted by the National Geodetic Survey in June 1991..
 AG5353.WARNING-Repeat measurements at this control monument indicate possible
 AG5353.vertical movement.
 AG5353
 AG5353.This Tidal Bench Mark is designated as VM 6638
 AG5353.by the Center for Operational Oceanographic Products and Services.
 AG5353
 AG5353.The geoid height was determined by GEOID03.
 AG5353
 AG5353.The dynamic height is computed by dividing the NAVD 88
 AG5353.geopotential number by the normal gravity value computed on the
 AG5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5353.degrees latitude (g = 980.6199 gals.).
 AG5353
 AG5353.The modeled gravity was interpolated from observed gravity values.
 AG5353
 AG5353;                    North         East    Units  Estimated Accuracy
 AG5353;SPC FL W     -   394,530.      147,790.      MT  (+/- 180 meters Scaled)
 AG5353
 AG5353                          SUPERSEDED SURVEY CONTROL
 AG5353
 AG5353  NGVD 29 (??/??/92)    1.449  (m)            4.75   (f) ADJ UNCH    1 1
 AG5353
 AG5353.Superseded values are not recommended for survey control.
 AG5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5353.See file dsdata.txt to determine how the superseded data were derived.
 AG5353
 AG5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL493863(NAD 83)
 AG5353_MARKER: DJ = TIDAL STATION DISK
 AG5353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5353_STAMPING: NO 7 1958
 AG5353_MARK LOGO: CGS   
 AG5353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5353+STABILITY: SURFACE MOTION
 AG5353
 AG5353  HISTORY     - Date     Condition        Report By
 AG5353  HISTORY     - 1958     MONUMENTED       CGS
 AG5353  HISTORY     - 1966     GOOD             NGS
 AG5353  HISTORY     - 1982     GOOD             FLDNR
 AG5353  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG5353
 AG5353                          STATION DESCRIPTION
 AG5353
 AG5353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5353'AT TAMPA.
 AG5353'AT TAMPA, ABOUT 0.2 MILE WEST ALONG GANDY BOULEVARD FROM THE
 AG5353'INTERSECTION OF WEST SHORE BOULEVARD, AT DAWSONS MARINA, IN THE
 AG5353'TOP OF THE SEA WALL ALONG THE NORTH SIDE OF THE NORTH ONE OF
 AG5353'TWO BOAT SHEDS, 4 1/2 FEET WEST OF THE WEST EDGE OF THE WALK
 AG5353'BETWEEN BOAT STALLS NO. 17 AND 18, AND ABOUT LEVEL WITH THE
 AG5353'DRIVE ALONG THE NORTH SIDE OF THE SHED.
 AG5353
 AG5353                          STATION RECOVERY (1982)
 AG5353
 AG5353'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5353'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG5353'CHANGE DAWSONS MARINA TO TAMPA MOORINGS.
 AG5353
 AG5353                          STATION RECOVERY (2003)
 AG5353
 AG5353'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG5353'MARK NOT FOUND. SITE LOCATED. THE SITE OF TAMPA MOORINGS IN NOW GATED
 AG5353'CONDOMINIUMS. THE BOAT SHEDS ARE NO LONG THERE. WOODEN DECKING HAS
 AG5353'BEEN BUILT OVER THE SEAWALL ON WHICH THE MARK IS SET, THEREFORE, THE
 AG5353'MARK IN NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5352 ***********************************************************************
 AG5352  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5352  DESIGNATION -  872 6641 TIDAL 8
 AG5352  PID         -  AG5352
 AG5352  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5352  USGS QUAD   -  GANDY BRIDGE (1987)
 AG5352
 AG5352                         *CURRENT SURVEY CONTROL
 AG5352  ___________________________________________________________________
 AG5352* NAD 83(1986)-  27 53 37.     (N)    082 31 49.     (W)     SCALED    
 AG5352* NAVD 88     -         1.799  (meters)       5.90   (feet)  ADJUSTED  
 AG5352  ___________________________________________________________________
 AG5352  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AG5352  DYNAMIC HT  -           1.796 (meters)       5.89  (feet)  COMP
 AG5352  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AG5352
 AG5352  VERT ORDER  -  FIRST     CLASS I
 AG5352
 AG5352.The horizontal coordinates were scaled from a topographic map and have
 AG5352.an estimated accuracy of +/- 6 seconds.
 AG5352
 AG5352.The orthometric height was determined by differential leveling
 AG5352.and adjusted by the National Geodetic Survey in June 1991..
 AG5352
 AG5352.This Tidal Bench Mark is designated as VM 6639
 AG5352.by the Center for Operational Oceanographic Products and Services.
 AG5352
 AG5352.The geoid height was determined by GEOID03.
 AG5352
 AG5352.The dynamic height is computed by dividing the NAVD 88
 AG5352.geopotential number by the normal gravity value computed on the
 AG5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5352.degrees latitude (g = 980.6199 gals.).
 AG5352
 AG5352.The modeled gravity was interpolated from observed gravity values.
 AG5352
 AG5352;                    North         East    Units  Estimated Accuracy
 AG5352;SPC FL W     -   394,530.      147,790.      MT  (+/- 180 meters Scaled)
 AG5352
 AG5352                          SUPERSEDED SURVEY CONTROL
 AG5352
 AG5352  NGVD 29 (??/??/92)    2.067  (m)            6.78   (f) ADJ UNCH    1 1
 AG5352
 AG5352.Superseded values are not recommended for survey control.
 AG5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5352.See file dsdata.txt to determine how the superseded data were derived.
 AG5352
 AG5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL493863(NAD 83)
 AG5352_MARKER: DJ = TIDAL STATION DISK
 AG5352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5352_STAMPING: NO 8 1958
 AG5352_MARK LOGO: CGS   
 AG5352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5352+STABILITY: SURFACE MOTION
 AG5352
 AG5352  HISTORY     - Date     Condition        Report By
 AG5352  HISTORY     - 1958     MONUMENTED       CGS
 AG5352  HISTORY     - 1966     GOOD             NGS
 AG5352  HISTORY     - 1982     GOOD             FLDNR
 AG5352  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG5352
 AG5352                          STATION DESCRIPTION
 AG5352
 AG5352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5352'AT TAMPA.
 AG5352'AT TAMPA, ALONG GANDY BOULEVARD ABOUT 0.2 MILE WEST OF THE
 AG5352'INTERSECTION OF WEST SHORE BOULEVARD, ABOUT 90 YARDS WEST OF THE
 AG5352'JUNCTION OF A DRIVE LEADING NORTH TO DAWSONS MARINA, 42.0 FEET
 AG5352'NORTH OF THE CENTER LINE OF THE WEST-BOUND LANE OF THE BOULEVARD,
 AG5352'5 1/2 FEET EAST OF THE EXTENDED EAST WALL OF THE BOAT SHED
 AG5352'OF THE MARINE, ABOUT 3 FEET BELOW THE LEVEL OF THE BOULEVARD
 AG5352'AND IN THE TOP OF THE NORTH CONCRETE HEAD WALL FOR A 14-INCH
 AG5352'PIPE CULVERT UNDER THE BOULEVARD.
 AG5352
 AG5352                          STATION RECOVERY (1982)
 AG5352
 AG5352'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5352'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG5352'CHANGE DAWSONS MARINA TO TAMPA MOORINGS.
 AG5352
 AG5352                          STATION RECOVERY (2003)
 AG5352
 AG5352'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG5352'MARK NOT FOUND. SITE LOCATED. GANDY BOULEVARD AND THE NORTH RIGHT OF
 AG5352'WAY HAVE BEEN RECONSTRUCTED.  THE CULVERT WAS APPARENTLY NOT REPLACED
 AG5352'DURING THE CONSTRUCTION. DAWSON'S MARINA NO LONGER EXISTS, THE AREA IS
 AG5352'NOW GATED CONDOMINIUMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7488 ***********************************************************************
 AG7488  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7488  DESIGNATION -  872 6643 C TIDAL
 AG7488  PID         -  AG7488
 AG7488  STATE/COUNTY-  FL/PINELLAS
 AG7488  USGS QUAD   -  CLEARWATER (1987)
 AG7488
 AG7488                         *CURRENT SURVEY CONTROL
 AG7488  ___________________________________________________________________
 AG7488* NAD 83(1986)-  27 53 11.     (N)    082 50 26.     (W)     SCALED    
 AG7488* NAVD 88     -         0.966  (meters)       3.17   (feet)  ADJUSTED  
 AG7488  ___________________________________________________________________
 AG7488  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG7488  DYNAMIC HT  -           0.965 (meters)       3.17  (feet)  COMP
 AG7488  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AG7488
 AG7488  VERT ORDER  -  SECOND    CLASS I
 AG7488
 AG7488.The horizontal coordinates were scaled from a topographic map and have
 AG7488.an estimated accuracy of +/- 6 seconds.
 AG7488
 AG7488.The orthometric height was determined by differential leveling
 AG7488.and adjusted by the National Geodetic Survey in June 1991..
 AG7488
 AG7488.This Tidal Bench Mark is designated as VM 6791
 AG7488.by the Center for Operational Oceanographic Products and Services.
 AG7488
 AG7488.The geoid height was determined by GEOID03.
 AG7488
 AG7488.The dynamic height is computed by dividing the NAVD 88
 AG7488.geopotential number by the normal gravity value computed on the
 AG7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7488.degrees latitude (g = 980.6199 gals.).
 AG7488
 AG7488.The modeled gravity was interpolated from observed gravity values.
 AG7488
 AG7488;                    North         East    Units  Estimated Accuracy
 AG7488;SPC FL W     -   393,900.      117,240.      MT  (+/- 180 meters Scaled)
 AG7488
 AG7488                          SUPERSEDED SURVEY CONTROL
 AG7488
 AG7488  NGVD 29 (??/??/92)    1.231  (m)            4.04   (f) ADJ UNCH    2 1
 AG7488
 AG7488.Superseded values are not recommended for survey control.
 AG7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7488.See file dsdata.txt to determine how the superseded data were derived.
 AG7488
 AG7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL188859(NAD 83)
 AG7488_MARKER: DJ = TIDAL STATION DISK
 AG7488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7488_SP_SET: CONCRETE SEAWALL
 AG7488_STAMPING: 6643 C 1976
 AG7488_MARK LOGO: NOS   
 AG7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7488+STABILITY: SURFACE MOTION
 AG7488
 AG7488  HISTORY     - Date     Condition        Report By
 AG7488  HISTORY     - 1976     MONUMENTED       NOS
 AG7488  HISTORY     - 1982     GOOD             FLDNR
 AG7488  HISTORY     - 19960205 GOOD             USPSQD
 AG7488
 AG7488                          STATION DESCRIPTION
 AG7488
 AG7488'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7488'0.5 MI EAST FROM INDIAN ROCKS BEACH.
 AG7488'BEGIN AT THE STATE ROAD 694 BRIDGE OVER THE INTRACOASTAL WATERWAY
 AG7488'AT INDIAN ROCKS BEACH, GO 0.4 MILE EASTERLY ON STATE ROAD 694 TO
 AG7488'146TH STREET NORTH, GO 0.1 MILE NORTH ON 146TH STREET NORTH TO 120TH
 AG7488'AVENUE NORTH, GO 0.05 MILE EAST ON 120TH AVENUE NORTH TO 145TH
 AG7488'LANE, GO 0.3 MILE NORTH ON 145TH LANE TO THE INTERCOASTAL MARINA.
 AG7488'THE MARK BEARS 26 FEET WEST OF THE NORTHWEST CORNER OF THE
 AG7488'WESTERNMOST ALUMINUM BOAT STORAGE BUILDING, AND 3.5 FEET NORTH
 AG7488'OF THE WEST GATEPOST TO THE FENCED-IN STORAGE YARD.
 AG7488
 AG7488                          STATION RECOVERY (1996)
 AG7488
 AG7488'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7487 ***********************************************************************
 AG7487  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7487  DESIGNATION -  872 6643 E TIDAL
 AG7487  PID         -  AG7487
 AG7487  STATE/COUNTY-  FL/PINELLAS
 AG7487  USGS QUAD   -  CLEARWATER (1987)
 AG7487
 AG7487                         *CURRENT SURVEY CONTROL
 AG7487  ___________________________________________________________________
 AG7487* NAD 83(1986)-  27 53 11.     (N)    082 50 20.     (W)     SCALED    
 AG7487* NAVD 88     -         2.002  (meters)       6.57   (feet)  ADJUSTED  
 AG7487  ___________________________________________________________________
 AG7487  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG7487  DYNAMIC HT  -           1.999 (meters)       6.56  (feet)  COMP
 AG7487  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AG7487
 AG7487  VERT ORDER  -  SECOND    CLASS I
 AG7487
 AG7487.The horizontal coordinates were scaled from a topographic map and have
 AG7487.an estimated accuracy of +/- 6 seconds.
 AG7487
 AG7487.The orthometric height was determined by differential leveling
 AG7487.and adjusted by the National Geodetic Survey in June 1991..
 AG7487
 AG7487.This Tidal Bench Mark is designated as VM 6792
 AG7487.by the Center for Operational Oceanographic Products and Services.
 AG7487
 AG7487.The geoid height was determined by GEOID03.
 AG7487
 AG7487.The dynamic height is computed by dividing the NAVD 88
 AG7487.geopotential number by the normal gravity value computed on the
 AG7487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7487.degrees latitude (g = 980.6199 gals.).
 AG7487
 AG7487.The modeled gravity was interpolated from observed gravity values.
 AG7487
 AG7487;                    North         East    Units  Estimated Accuracy
 AG7487;SPC FL W     -   393,900.      117,400.      MT  (+/- 180 meters Scaled)
 AG7487
 AG7487                          SUPERSEDED SURVEY CONTROL
 AG7487
 AG7487  NGVD 29 (??/??/92)    2.266  (m)            7.43   (f) ADJ UNCH    2 1
 AG7487
 AG7487.Superseded values are not recommended for survey control.
 AG7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7487.See file dsdata.txt to determine how the superseded data were derived.
 AG7487
 AG7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL189859(NAD 83)
 AG7487_MARKER: DJ = TIDAL STATION DISK
 AG7487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7487_SP_SET: CONCRETE DRAIN HEADWALL
 AG7487_STAMPING: 6643 E 1976
 AG7487_MARK LOGO: NOS   
 AG7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7487+STABILITY: SURFACE MOTION
 AG7487
 AG7487  HISTORY     - Date     Condition        Report By
 AG7487  HISTORY     - 1976     MONUMENTED       NOS
 AG7487  HISTORY     - 1982     GOOD             FLDNR
 AG7487  HISTORY     - 19960206 GOOD             USPSQD
 AG7487
 AG7487                          STATION DESCRIPTION
 AG7487
 AG7487'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7487'0.5 MI EAST FROM INDIAN ROCKS BEACH.
 AG7487'BEGIN AT THE STATE ROAD 694 BRIDGE OVER THE INTRACOASTAL WATERWAY
 AG7487'AT INDIAN ROCKS BEACH, GO 0.4 MILE EASTERLY ON STATE ROAD 694 TO
 AG7487'146TH STREET NORTH, GO 0.1 MILE NORTH ON 146TH STREET NORTH TO 120TH
 AG7487'AVENUE NORTH, GO 0.05 MILE EAST ON 120TH AVENUE NORTH TO 145TH
 AG7487'LANE, GO 0.3 MILE NORTH ON 145TH LANE TO THE INTERCOASTAL MARINA.
 AG7487'THE MARK IS NORTHEAST OF THE MARINA, AT THE SOUTHEAST CORNER OF
 AG7487'145TH STREET NORTH AND VALENTINE DRIVE, 15.4 FEET SOUTHEAST OF A
 AG7487'MANHOLE AND 7.5 FEET NORTHWEST OF POWER POLE 12499.
 AG7487
 AG7487                          STATION RECOVERY (1996)
 AG7487
 AG7487'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7486 ***********************************************************************
 AG7486  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7486  DESIGNATION -  872 6643 F TIDAL
 AG7486  PID         -  AG7486
 AG7486  STATE/COUNTY-  FL/PINELLAS
 AG7486  USGS QUAD   -  CLEARWATER (1987)
 AG7486
 AG7486                         *CURRENT SURVEY CONTROL
 AG7486  ___________________________________________________________________
 AG7486* NAD 83(1986)-  27 53 09.     (N)    082 50 21.     (W)     SCALED    
 AG7486* NAVD 88     -         2.321  (meters)       7.61   (feet)  ADJUSTED  
 AG7486  ___________________________________________________________________
 AG7486  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG7486  DYNAMIC HT  -           2.317 (meters)       7.60  (feet)  COMP
 AG7486  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AG7486
 AG7486  VERT ORDER  -  SECOND    CLASS I
 AG7486
 AG7486.The horizontal coordinates were scaled from a topographic map and have
 AG7486.an estimated accuracy of +/- 6 seconds.
 AG7486
 AG7486.The orthometric height was determined by differential leveling
 AG7486.and adjusted by the National Geodetic Survey in June 1991..
 AG7486
 AG7486.This Tidal Bench Mark is designated as VM 6793
 AG7486.by the Center for Operational Oceanographic Products and Services.
 AG7486
 AG7486.The geoid height was determined by GEOID03.
 AG7486
 AG7486.The dynamic height is computed by dividing the NAVD 88
 AG7486.geopotential number by the normal gravity value computed on the
 AG7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7486.degrees latitude (g = 980.6199 gals.).
 AG7486
 AG7486.The modeled gravity was interpolated from observed gravity values.
 AG7486
 AG7486;                    North         East    Units  Estimated Accuracy
 AG7486;SPC FL W     -   393,840.      117,370.      MT  (+/- 180 meters Scaled)
 AG7486
 AG7486                          SUPERSEDED SURVEY CONTROL
 AG7486
 AG7486  NGVD 29 (??/??/92)    2.585  (m)            8.48   (f) ADJ UNCH    2 1
 AG7486
 AG7486.Superseded values are not recommended for survey control.
 AG7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7486.See file dsdata.txt to determine how the superseded data were derived.
 AG7486
 AG7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL189859(NAD 83)
 AG7486_MARKER: DJ = TIDAL STATION DISK
 AG7486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7486_SP_SET: COPPER-CLAD STEEL ROD
 AG7486_STAMPING: 6643 F 1976
 AG7486_MARK LOGO: NOS   
 AG7486_PROJECTION: PROJECTING 3 CENTIMETERS
 AG7486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7486_ROD/PIPE-DEPTH: 12.2 meters
 AG7486
 AG7486  HISTORY     - Date     Condition        Report By
 AG7486  HISTORY     - 1976     MONUMENTED       NOS
 AG7486  HISTORY     - 1982     GOOD             FLDNR
 AG7486  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7486
 AG7486                          STATION DESCRIPTION
 AG7486
 AG7486'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7486'0.5 MI EAST FROM INDIAN ROCKS BEACH.
 AG7486'BEGIN AT THE STATE ROAD 694 BRIDGE OVER THE INTRACOASTAL WATERWAY
 AG7486'AT INDIAN ROCKS BEACH, GO 0.4 MILE EASTERLY ON STATE ROAD 694 TO
 AG7486'146TH STREET NORTH, GO 0.1 MILE NORTH ON 146TH STREET NORTH TO
 AG7486'120TH AVENUE NORTH, GO 0.05 MILE EAST ON 120TH AVENUE NORTH TO 145TH
 AG7486'LANE, GO 0.3 MILE NORTH ON 145TH LANE TO THE INTERCOASTAL MARINA.
 AG7486'THE MARK IS NEAR THE SOUTHEAST CORNER OF THE MARINA SALES OFFICE,
 AG7486'35 FEET WEST OF THE CENTERLINE OF 145TH STREET NORTH, 43 FEET
 AG7486'NORTHWEST OF A MANHOLE AT THE JUNCTION OF LARBOARD DRIVE AND 145TH
 AG7486'STREET NORTH, AND 1 FOOT WEST OF A WITNESS POST.
 AG7486
 AG7486                          STATION RECOVERY (1996)
 AG7486
 AG7486'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9401 ***********************************************************************
 AG9401  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9401  DESIGNATION -  872 6651 A TIDAL
 AG9401  PID         -  AG9401
 AG9401  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9401  USGS QUAD   -  TAMPA (1995)
 AG9401
 AG9401                         *CURRENT SURVEY CONTROL
 AG9401  ___________________________________________________________________
 AG9401* NAD 83(1986)-  27 54 02.     (N)    082 25 34.     (W)     SCALED    
 AG9401* NAVD 88     -         0.523  (meters)       1.72   (feet)  ADJUSTED  
 AG9401  ___________________________________________________________________
 AG9401  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG9401  DYNAMIC HT  -           0.522 (meters)       1.71  (feet)  COMP
 AG9401  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AG9401
 AG9401  VERT ORDER  -  SECOND    CLASS I
 AG9401
 AG9401.The horizontal coordinates were scaled from a topographic map and have
 AG9401.an estimated accuracy of +/- 6 seconds.
 AG9401
 AG9401.The orthometric height was determined by differential leveling
 AG9401.and adjusted by the National Geodetic Survey in March 1995..
 AG9401
 AG9401.This Tidal Bench Mark is designated as VM 7488
 AG9401.by the Center for Operational Oceanographic Products and Services.
 AG9401
 AG9401.The geoid height was determined by GEOID03.
 AG9401
 AG9401.The dynamic height is computed by dividing the NAVD 88
 AG9401.geopotential number by the normal gravity value computed on the
 AG9401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9401.degrees latitude (g = 980.6199 gals.).
 AG9401
 AG9401.The modeled gravity was interpolated from observed gravity values.
 AG9401
 AG9401;                    North         East    Units  Estimated Accuracy
 AG9401;SPC FL W     -   395,260.      158,050.      MT  (+/- 180 meters Scaled)
 AG9401
 AG9401                          SUPERSEDED SURVEY CONTROL
 AG9401
 AG9401.No superseded survey control is available for this station.
 AG9401
 AG9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL596870(NAD 83)
 AG9401_MARKER: DB = BENCH MARK DISK
 AG9401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9401_SP_SET: CONCRETE POST
 AG9401_STAMPING: 6651 A 1977
 AG9401_MARK LOGO: NOS   
 AG9401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9401+STABILITY: SURFACE MOTION
 AG9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9401+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9401
 AG9401  HISTORY     - Date     Condition        Report By
 AG9401  HISTORY     - 1977     MONUMENTED       NOS
 AG9401  HISTORY     - 19900406 GOOD             FLDNR
 AG9401
 AG9401                          STATION DESCRIPTION
 AG9401
 AG9401'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9401'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9401'OF HILLSBOROUGH BAY 5.70 MI (9.17 KM) NORTH OF GIBSONTON,
 AG9401'HILLSBOROUGH CO FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9401'OFFICE IN TWIN OAK PLAZA ON U.S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9401'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9401'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9401'ON PENDOLA POINT ROAD TO THE BENCH MARK ON THE LEFT.  THE MARK IS
 AG9401'LOCATED 121.4 FT (37.00 M) EAST OF BENCHMARK 6651 B, 59.4 FT (18.11
 AG9401'M) SOUTH OF THE CENTERLINE OF A PAVED ROAD, 32.8 FT (10.00 M) SOUTH
 AG9401'OF POWER POLE NUMBER 40, AND 0.8 FT (0.24 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9402 ***********************************************************************
 AG9402  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9402  DESIGNATION -  872 6651 B TIDAL
 AG9402  PID         -  AG9402
 AG9402  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9402  USGS QUAD   -  TAMPA (1995)
 AG9402
 AG9402                         *CURRENT SURVEY CONTROL
 AG9402  ___________________________________________________________________
 AG9402* NAD 83(1986)-  27 54 02.     (N)    082 25 36.     (W)     SCALED    
 AG9402* NAVD 88     -         0.450  (meters)       1.48   (feet)  ADJUSTED  
 AG9402  ___________________________________________________________________
 AG9402  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG9402  DYNAMIC HT  -           0.449 (meters)       1.47  (feet)  COMP
 AG9402  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG9402
 AG9402  VERT ORDER  -  SECOND    CLASS I
 AG9402
 AG9402.The horizontal coordinates were scaled from a topographic map and have
 AG9402.an estimated accuracy of +/- 6 seconds.
 AG9402
 AG9402.The orthometric height was determined by differential leveling
 AG9402.and adjusted by the National Geodetic Survey in March 1995..
 AG9402
 AG9402.This Tidal Bench Mark is designated as VM 7489
 AG9402.by the Center for Operational Oceanographic Products and Services.
 AG9402
 AG9402.The geoid height was determined by GEOID03.
 AG9402
 AG9402.The dynamic height is computed by dividing the NAVD 88
 AG9402.geopotential number by the normal gravity value computed on the
 AG9402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9402.degrees latitude (g = 980.6199 gals.).
 AG9402
 AG9402.The modeled gravity was interpolated from observed gravity values.
 AG9402
 AG9402;                    North         East    Units  Estimated Accuracy
 AG9402;SPC FL W     -   395,260.      158,000.      MT  (+/- 180 meters Scaled)
 AG9402
 AG9402                          SUPERSEDED SURVEY CONTROL
 AG9402
 AG9402.No superseded survey control is available for this station.
 AG9402
 AG9402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595870(NAD 83)
 AG9402_MARKER: DB = BENCH MARK DISK
 AG9402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9402_SP_SET: CONCRETE POST
 AG9402_STAMPING: 6651 B 1977
 AG9402_MARK LOGO: NOS   
 AG9402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9402+STABILITY: SURFACE MOTION
 AG9402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9402+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9402
 AG9402  HISTORY     - Date     Condition        Report By
 AG9402  HISTORY     - 1977     MONUMENTED       NOS
 AG9402  HISTORY     - 19900406 GOOD             FLDNR
 AG9402
 AG9402                          STATION DESCRIPTION
 AG9402
 AG9402'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9402'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTH EAST PORTION
 AG9402'OF HILLSBOROUGH BAY, 5.7 MI (9.17 KM) NORTH OF GIBSONTON IN
 AG9402'HILLSBOROUGH CO FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9402'OFFICE IN TWIN OAK PLAZA ON U .S. 41 IN GIBSONTON.  PROCEED 4.30 MI
 AG9402'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9402'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9402'ON PENDOLA POINT ROAD TO THE BENCH MARK ON THE LEFT.  THE MARK IS
 AG9402'LOCATED 121.4 FT (37.00 M) WEST OF BENCHMARK A, 105.0 FT (32.00 M)
 AG9402'EAST OF BEACHMARK 6651 C, 60.7 FT (18.50 M) SOUTH OF THE CENTERLINE
 AG9402'OF PAVED ROAD, AND 0.7 FT (0.21 M) NORTH OF A WITTNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9403 ***********************************************************************
 AG9403  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9403  DESIGNATION -  872 6651 C TIDAL
 AG9403  PID         -  AG9403
 AG9403  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9403  USGS QUAD   -  TAMPA (1995)
 AG9403
 AG9403                         *CURRENT SURVEY CONTROL
 AG9403  ___________________________________________________________________
 AG9403* NAD 83(1986)-  27 54 02.     (N)    082 25 39.     (W)     SCALED    
 AG9403* NAVD 88     -         0.403  (meters)       1.32   (feet)  ADJUSTED  
 AG9403  ___________________________________________________________________
 AG9403  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG9403  DYNAMIC HT  -           0.403 (meters)       1.32  (feet)  COMP
 AG9403  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG9403
 AG9403  VERT ORDER  -  SECOND    CLASS I
 AG9403
 AG9403.The horizontal coordinates were scaled from a topographic map and have
 AG9403.an estimated accuracy of +/- 6 seconds.
 AG9403
 AG9403.The orthometric height was determined by differential leveling
 AG9403.and adjusted by the National Geodetic Survey in March 1995..
 AG9403
 AG9403.This Tidal Bench Mark is designated as VM 7490
 AG9403.by the Center for Operational Oceanographic Products and Services.
 AG9403
 AG9403.The geoid height was determined by GEOID03.
 AG9403
 AG9403.The dynamic height is computed by dividing the NAVD 88
 AG9403.geopotential number by the normal gravity value computed on the
 AG9403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9403.degrees latitude (g = 980.6199 gals.).
 AG9403
 AG9403.The modeled gravity was interpolated from observed gravity values.
 AG9403
 AG9403;                    North         East    Units  Estimated Accuracy
 AG9403;SPC FL W     -   395,260.      157,910.      MT  (+/- 180 meters Scaled)
 AG9403
 AG9403                          SUPERSEDED SURVEY CONTROL
 AG9403
 AG9403.No superseded survey control is available for this station.
 AG9403
 AG9403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595870(NAD 83)
 AG9403_MARKER: DB = BENCH MARK DISK
 AG9403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9403_SP_SET: CONCRETE POST
 AG9403_STAMPING: 6651 C 1977
 AG9403_MARK LOGO: NOS   
 AG9403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9403+STABILITY: SURFACE MOTION
 AG9403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9403+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9403
 AG9403  HISTORY     - Date     Condition        Report By
 AG9403  HISTORY     - 1977     MONUMENTED       NOS
 AG9403  HISTORY     - 19900406 GOOD             FLDNR
 AG9403
 AG9403                          STATION DESCRIPTION
 AG9403
 AG9403'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9403'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9403'OF HILLSBOROUGH BAY, 5.75 MI (9.25 KM) NORTH OF GIBSONTON,
 AG9403'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9403'OFFICE IN TWIN OAK PLAZA ON U.S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9403'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9403'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9403'ON PENDOLA POINT ROAD TO THE STATION ON THE LEFT.  THE MARK IS
 AG9403'LOCATED 105.0 FT (32.00 M) WEST OF BEACHMARK 6651 B, 98.4 FT (29.99
 AG9403'M) EAST OF BEACHMARK 6651 E, 62.0 FT (18.90 M) SOUTH OF THE
 AG9403'CENTERLINE OF THE PAVED ROAD, 48.2 FT (14.69 M) SOUTHEAST OF POWER
 AG9403'POLE NUMBER 41, AND 0.7 FT (0.21 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9404 ***********************************************************************
 AG9404  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9404  DESIGNATION -  872 6651 E TIDAL
 AG9404  PID         -  AG9404
 AG9404  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9404  USGS QUAD   -  TAMPA (1995)
 AG9404
 AG9404                         *CURRENT SURVEY CONTROL
 AG9404  ___________________________________________________________________
 AG9404* NAD 83(1986)-  27 54 02.     (N)    082 25 41.     (W)     SCALED    
 AG9404* NAVD 88     -         0.429  (meters)       1.41   (feet)  ADJUSTED  
 AG9404  ___________________________________________________________________
 AG9404  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG9404  DYNAMIC HT  -           0.428 (meters)       1.40  (feet)  COMP
 AG9404  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 AG9404
 AG9404  VERT ORDER  -  SECOND    CLASS I
 AG9404
 AG9404.The horizontal coordinates were scaled from a topographic map and have
 AG9404.an estimated accuracy of +/- 6 seconds.
 AG9404
 AG9404.The orthometric height was determined by differential leveling
 AG9404.and adjusted by the National Geodetic Survey in March 1995..
 AG9404
 AG9404.This Tidal Bench Mark is designated as VM 7491
 AG9404.by the Center for Operational Oceanographic Products and Services.
 AG9404
 AG9404.The geoid height was determined by GEOID03.
 AG9404
 AG9404.The dynamic height is computed by dividing the NAVD 88
 AG9404.geopotential number by the normal gravity value computed on the
 AG9404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9404.degrees latitude (g = 980.6199 gals.).
 AG9404
 AG9404.The modeled gravity was interpolated from observed gravity values.
 AG9404
 AG9404;                    North         East    Units  Estimated Accuracy
 AG9404;SPC FL W     -   395,260.      157,860.      MT  (+/- 180 meters Scaled)
 AG9404
 AG9404                          SUPERSEDED SURVEY CONTROL
 AG9404
 AG9404.No superseded survey control is available for this station.
 AG9404
 AG9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594870(NAD 83)
 AG9404_MARKER: DB = BENCH MARK DISK
 AG9404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9404_SP_SET: CONCRETE POST
 AG9404_STAMPING: 6651 E 1977
 AG9404_MARK LOGO: NOS   
 AG9404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9404+STABILITY: SURFACE MOTION
 AG9404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9404+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9404
 AG9404  HISTORY     - Date     Condition        Report By
 AG9404  HISTORY     - 1977     MONUMENTED       NOS
 AG9404  HISTORY     - 19900406 GOOD             FLDNR
 AG9404
 AG9404                          STATION DESCRIPTION
 AG9404
 AG9404'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9404'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9404'OF HILLSBOROUGH BAY, 5.75 MI (9.25 KM) NORTH OF GIBSONTON,
 AG9404'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9404'OFFICE IN TWIN OAK PLAZA ON U .S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9404'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9404'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9404'ON PENDOLA POINT ROAD TO THE BENCH MARK ON THE LEFT.  THE MARK IS
 AG9404'LOCATED 182.0 FT (55.47 M) SOUTHEAST OF POWER POLE NO 42, 98.4 FT
 AG9404'(29.99 M) WEST OF BENCHMARK 6651 C, 80.4 FT (24.51 M) SOUTHWEST OF
 AG9404'POWER POLE NUMBER 41, 61.0 FT (18.59 M) SOUTH OF THE CENTERLINE OF
 AG9404'THE PAVED ROAD AND 0.7 FT (0.21 M) NORTH OF A WITTNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9405 ***********************************************************************
 AG9405  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9405  DESIGNATION -  872 6651 G TIDAL
 AG9405  PID         -  AG9405
 AG9405  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9405  USGS QUAD   -  TAMPA (1995)
 AG9405
 AG9405                         *CURRENT SURVEY CONTROL
 AG9405  ___________________________________________________________________
 AG9405* NAD 83(1986)-  27 54 04.     (N)    082 25 44.     (W)     SCALED    
 AG9405* NAVD 88     -         2.774  (meters)       9.10   (feet)  ADJUSTED  
 AG9405  ___________________________________________________________________
 AG9405  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG9405  DYNAMIC HT  -           2.770 (meters)       9.09  (feet)  COMP
 AG9405  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 AG9405
 AG9405  VERT ORDER  -  SECOND    CLASS I
 AG9405
 AG9405.The horizontal coordinates were scaled from a topographic map and have
 AG9405.an estimated accuracy of +/- 6 seconds.
 AG9405
 AG9405.The orthometric height was determined by differential leveling
 AG9405.and adjusted by the National Geodetic Survey in March 1995..
 AG9405
 AG9405.This Tidal Bench Mark is designated as VM 12515
 AG9405.by the Center for Operational Oceanographic Products and Services.
 AG9405
 AG9405.The geoid height was determined by GEOID03.
 AG9405
 AG9405.The dynamic height is computed by dividing the NAVD 88
 AG9405.geopotential number by the normal gravity value computed on the
 AG9405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9405.degrees latitude (g = 980.6199 gals.).
 AG9405
 AG9405.The modeled gravity was interpolated from observed gravity values.
 AG9405
 AG9405;                    North         East    Units  Estimated Accuracy
 AG9405;SPC FL W     -   395,330.      157,780.      MT  (+/- 180 meters Scaled)
 AG9405
 AG9405                          SUPERSEDED SURVEY CONTROL
 AG9405
 AG9405.No superseded survey control is available for this station.
 AG9405
 AG9405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL593870(NAD 83)
 AG9405_MARKER: DB = BENCH MARK DISK
 AG9405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9405_SP_SET: STAINLESS STEEL ROD
 AG9405_STAMPING: 6651 G 1990
 AG9405_MARK LOGO: NOS   
 AG9405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9405+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9405
 AG9405  HISTORY     - Date     Condition        Report By
 AG9405  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9405
 AG9405                          STATION DESCRIPTION
 AG9405
 AG9405'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9405'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9405'OF HILLSBOROUGH BAY, 7.8 MI (12.55 KM) NORTH OF GIBSONTON
 AG9405'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE STATION FROM THE POST
 AG9405'OFFICE IN TWIN OAK PLAZA ON U.S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9405'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9405'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9405'ON PENDOLA POINT ROAD TO THE BENCH MARK THE LEFT.  THE MARK IS
 AG9405'LOCATED 306.8 FT (93.51 M) WEST OF BEACHMARK 6651 E, 124.3 FT (37.89
 AG9405'M) WEST OF POWER POLE NO 42, 122.0 FT (37.19 M) EAST OF POWER POLE NO
 AG9405'43, 22.0 FT (6.71 M) SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND
 AG9405'1.0 FT (0.30 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7512 ***********************************************************************
 AG7512  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7512  DESIGNATION -  872 6657 A TIDAL
 AG7512  PID         -  AG7512
 AG7512  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7512  USGS QUAD   -  TAMPA (1995)
 AG7512
 AG7512                         *CURRENT SURVEY CONTROL
 AG7512  ___________________________________________________________________
 AG7512* NAD 83(1986)-  27 54 29.     (N)    082 27 04.     (W)     SCALED    
 AG7512* NAVD 88     -         1.453  (meters)       4.77   (feet)  ADJUSTED  
 AG7512  ___________________________________________________________________
 AG7512  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AG7512  DYNAMIC HT  -           1.451 (meters)       4.76  (feet)  COMP
 AG7512  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AG7512
 AG7512  VERT ORDER  -  SECOND    CLASS I
 AG7512
 AG7512.The horizontal coordinates were scaled from a topographic map and have
 AG7512.an estimated accuracy of +/- 6 seconds.
 AG7512
 AG7512.The orthometric height was determined by differential leveling
 AG7512.and adjusted by the National Geodetic Survey in June 1991..
 AG7512
 AG7512.This Tidal Bench Mark is designated as VM 6796
 AG7512.by the Center for Operational Oceanographic Products and Services.
 AG7512
 AG7512.The geoid height was determined by GEOID03.
 AG7512
 AG7512.The dynamic height is computed by dividing the NAVD 88
 AG7512.geopotential number by the normal gravity value computed on the
 AG7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7512.degrees latitude (g = 980.6199 gals.).
 AG7512
 AG7512.The modeled gravity was interpolated from observed gravity values.
 AG7512
 AG7512;                    North         East    Units  Estimated Accuracy
 AG7512;SPC FL W     -   396,100.      155,590.      MT  (+/- 180 meters Scaled)
 AG7512
 AG7512                          SUPERSEDED SURVEY CONTROL
 AG7512
 AG7512  NGVD 29 (??/??/92)    1.714  (m)            5.62   (f) ADJ UNCH    2 1
 AG7512
 AG7512.Superseded values are not recommended for survey control.
 AG7512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7512.See file dsdata.txt to determine how the superseded data were derived.
 AG7512
 AG7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL571878(NAD 83)
 AG7512_MARKER: DJ = TIDAL STATION DISK
 AG7512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7512_SP_SET: RETAINING WALL
 AG7512_STAMPING: 6657 A 1976
 AG7512_MARK LOGO: NOS   
 AG7512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7512+STABILITY: SURFACE MOTION
 AG7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7512+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AG7512
 AG7512  HISTORY     - Date     Condition        Report By
 AG7512  HISTORY     - 1976     MONUMENTED       NOS
 AG7512  HISTORY     - 1982     GOOD             FLDNR
 AG7512  HISTORY     - 19900618 GOOD             FLDNR
 AG7512  HISTORY     - 19970906 GOOD             USPSQD
 AG7512  HISTORY     - 20030920 GOOD             USPSQD
 AG7512  HISTORY     - 20041208 GOOD             INDIV
 AG7512
 AG7512                          STATION DESCRIPTION
 AG7512
 AG7512'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7512'IN TAMPA.
 AG7512'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND
 AG7512'YACHT CLUB.  THE MARK BEARS 160 FEET NORTHWEST OF THE NORTHWEST
 AG7512'CORNER OF THE CLUBHOUSE, 1.5 FEET EAST OF THE NORTHWEST CORNER
 AG7512'OF THE SEAWALL, AND 1 FOOT SOUTH OF THE WESTERNMOST DOCK.
 AG7512
 AG7512                          STATION RECOVERY (1990)
 AG7512
 AG7512'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7512'RECOVERED IN GOOD CONDITION.
 AG7512
 AG7512                          STATION RECOVERY (1997)
 AG7512
 AG7512'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7512'RECOVERED IN GOOD CONDITION.
 AG7512
 AG7512                          STATION RECOVERY (2003)
 AG7512
 AG7512'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7512'RECOVERED IN GOOD CONDITION.
 AG7512
 AG7512                          STATION RECOVERY (2004)
 AG7512
 AG7512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KH)
 AG7512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7511 ***********************************************************************
 AG7511  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7511  DESIGNATION -  872 6657 B TIDAL
 AG7511  PID         -  AG7511
 AG7511  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7511  USGS QUAD   -  TAMPA (1995)
 AG7511
 AG7511                         *CURRENT SURVEY CONTROL
 AG7511  ___________________________________________________________________
 AG7511* NAD 83(1986)-  27 54 29.     (N)    082 27 02.     (W)     SCALED    
 AG7511* NAVD 88     -         1.765  (meters)       5.79   (feet)  ADJUSTED  
 AG7511  ___________________________________________________________________
 AG7511  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AG7511  DYNAMIC HT  -           1.762 (meters)       5.78  (feet)  COMP
 AG7511  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AG7511
 AG7511  VERT ORDER  -  SECOND    CLASS I
 AG7511
 AG7511.The horizontal coordinates were scaled from a topographic map and have
 AG7511.an estimated accuracy of +/- 6 seconds.
 AG7511
 AG7511.The orthometric height was determined by differential leveling
 AG7511.and adjusted by the National Geodetic Survey in March 1995..
 AG7511
 AG7511.This Tidal Bench Mark is designated as VM 6797
 AG7511.by the Center for Operational Oceanographic Products and Services.
 AG7511
 AG7511.The geoid height was determined by GEOID03.
 AG7511
 AG7511.The dynamic height is computed by dividing the NAVD 88
 AG7511.geopotential number by the normal gravity value computed on the
 AG7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7511.degrees latitude (g = 980.6199 gals.).
 AG7511
 AG7511.The modeled gravity was interpolated from observed gravity values.
 AG7511
 AG7511;                    North         East    Units  Estimated Accuracy
 AG7511;SPC FL W     -   396,100.      155,650.      MT  (+/- 180 meters Scaled)
 AG7511
 AG7511                          SUPERSEDED SURVEY CONTROL
 AG7511
 AG7511  NAVD 88 (06/15/91)    1.770  (m)            5.81   (f) UNKNOWN     2 1
 AG7511  NGVD 29 (??/??/92)    2.031  (m)            6.66   (f) ADJ UNCH    2 1
 AG7511
 AG7511.Superseded values are not recommended for survey control.
 AG7511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7511.See file dsdata.txt to determine how the superseded data were derived.
 AG7511
 AG7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572878(NAD 83)
 AG7511_MARKER: DJ = TIDAL STATION DISK
 AG7511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7511_SP_SET: RETAINING WALL
 AG7511_STAMPING: 6657 B 1976
 AG7511_MARK LOGO: NOS   
 AG7511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7511+STABILITY: SURFACE MOTION
 AG7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7511+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 AG7511
 AG7511  HISTORY     - Date     Condition        Report By
 AG7511  HISTORY     - 1976     MONUMENTED       NOS
 AG7511  HISTORY     - 1982     GOOD             FLDNR
 AG7511  HISTORY     - 19900618 GOOD             FLDNR
 AG7511  HISTORY     - 19970906 GOOD             USPSQD
 AG7511  HISTORY     - 20030920 GOOD             USPSQD
 AG7511
 AG7511                          STATION DESCRIPTION
 AG7511
 AG7511'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7511'IN TAMPA.
 AG7511'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND
 AG7511'YACHT CLUB.  THE MARK BEARS 27 FEET WEST OF A TELEPHONE BOOTH,
 AG7511'95 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 158
 AG7511'FEET EAST OF THE NORTHWEST CORNER OF THE SEAWALL, AND IS SET IN
 AG7511'THE TOP OF THE CONCRETE BASE FOR A FORMER BOAT HOIST.
 AG7511
 AG7511                          STATION RECOVERY (1990)
 AG7511
 AG7511'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7511'RECOVERED IN GOOD CONDITION.
 AG7511
 AG7511                          STATION RECOVERY (1997)
 AG7511
 AG7511'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7511'RECOVERED IN GOOD CONDITION.
 AG7511
 AG7511                          STATION RECOVERY (2003)
 AG7511
 AG7511'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7510 ***********************************************************************
 AG7510  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7510  DESIGNATION -  872 6657 C TIDAL
 AG7510  PID         -  AG7510
 AG7510  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7510  USGS QUAD   -  TAMPA (1995)
 AG7510
 AG7510                         *CURRENT SURVEY CONTROL
 AG7510  ___________________________________________________________________
 AG7510* NAD 83(1986)-  27 54 29.     (N)    082 27 00.     (W)     SCALED    
 AG7510* NAVD 88     -         1.517  (meters)       4.98   (feet)  ADJUSTED  
 AG7510  ___________________________________________________________________
 AG7510  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AG7510  DYNAMIC HT  -           1.515 (meters)       4.97  (feet)  COMP
 AG7510  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AG7510
 AG7510  VERT ORDER  -  SECOND    CLASS I
 AG7510
 AG7510.The horizontal coordinates were scaled from a topographic map and have
 AG7510.an estimated accuracy of +/- 6 seconds.
 AG7510
 AG7510.The orthometric height was determined by differential leveling
 AG7510.and adjusted by the National Geodetic Survey in June 1991..
 AG7510
 AG7510.This Tidal Bench Mark is designated as VM 6798
 AG7510.by the Center for Operational Oceanographic Products and Services.
 AG7510
 AG7510.The geoid height was determined by GEOID03.
 AG7510
 AG7510.The dynamic height is computed by dividing the NAVD 88
 AG7510.geopotential number by the normal gravity value computed on the
 AG7510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7510.degrees latitude (g = 980.6199 gals.).
 AG7510
 AG7510.The modeled gravity was interpolated from observed gravity values.
 AG7510
 AG7510;                    North         East    Units  Estimated Accuracy
 AG7510;SPC FL W     -   396,100.      155,700.      MT  (+/- 180 meters Scaled)
 AG7510
 AG7510                          SUPERSEDED SURVEY CONTROL
 AG7510
 AG7510  NGVD 29 (??/??/92)    1.778  (m)            5.83   (f) ADJ UNCH    2 1
 AG7510
 AG7510.Superseded values are not recommended for survey control.
 AG7510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7510.See file dsdata.txt to determine how the superseded data were derived.
 AG7510
 AG7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL573878(NAD 83)
 AG7510_MARKER: DJ = TIDAL STATION DISK
 AG7510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7510_SP_SET: RETAINING WALL
 AG7510_STAMPING: 6657 C 1976
 AG7510_MARK LOGO: NOS   
 AG7510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7510+STABILITY: SURFACE MOTION
 AG7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7510+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 AG7510
 AG7510  HISTORY     - Date     Condition        Report By
 AG7510  HISTORY     - 1976     MONUMENTED       NOS
 AG7510  HISTORY     - 1982     GOOD             FLDNR
 AG7510  HISTORY     - 19900618 GOOD             FLDNR
 AG7510  HISTORY     - 19970906 GOOD             USPSQD
 AG7510  HISTORY     - 20030920 GOOD             USPSQD
 AG7510
 AG7510                          STATION DESCRIPTION
 AG7510
 AG7510'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7510'IN TAMPA.
 AG7510'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND
 AG7510'YACHT CLUB.  THE MARK BEARS 158 FEET NORTHEAST OF THE NORTHEAST
 AG7510'CORNER OF THE CLUBHOUSE AND 36 FEET SOUTHWEST OF A DOUBLE-WING
 AG7510'BOAT DAVIT.
 AG7510
 AG7510                          STATION RECOVERY (1990)
 AG7510
 AG7510'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7510'RECOVERED IN GOOD CONDITION.
 AG7510
 AG7510                          STATION RECOVERY (1997)
 AG7510
 AG7510'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7510'RECOVERED IN GOOD CONDITION.
 AG7510
 AG7510                          STATION RECOVERY (2003)
 AG7510
 AG7510'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9408 ***********************************************************************
 AG9408  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9408  DESIGNATION -  872 6657 G TIDAL
 AG9408  PID         -  AG9408
 AG9408  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9408  USGS QUAD   -  TAMPA (1995)
 AG9408
 AG9408                         *CURRENT SURVEY CONTROL
 AG9408  ___________________________________________________________________
 AG9408* NAD 83(1986)-  27 54 35.     (N)    082 26 45.     (W)     SCALED    
 AG9408* NAVD 88     -         1.640  (meters)       5.38   (feet)  ADJUSTED  
 AG9408  ___________________________________________________________________
 AG9408  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AG9408  DYNAMIC HT  -           1.637 (meters)       5.37  (feet)  COMP
 AG9408  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AG9408
 AG9408  VERT ORDER  -  SECOND    CLASS I
 AG9408
 AG9408.The horizontal coordinates were scaled from a topographic map and have
 AG9408.an estimated accuracy of +/- 6 seconds.
 AG9408
 AG9408.The orthometric height was determined by differential leveling
 AG9408.and adjusted by the National Geodetic Survey in March 1995..
 AG9408
 AG9408.This Tidal Bench Mark is designated as VM 6801
 AG9408.by the Center for Operational Oceanographic Products and Services.
 AG9408
 AG9408.The geoid height was determined by GEOID03.
 AG9408
 AG9408.The dynamic height is computed by dividing the NAVD 88
 AG9408.geopotential number by the normal gravity value computed on the
 AG9408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9408.degrees latitude (g = 980.6199 gals.).
 AG9408
 AG9408.The modeled gravity was interpolated from observed gravity values.
 AG9408
 AG9408;                    North         East    Units  Estimated Accuracy
 AG9408;SPC FL W     -   396,290.      156,110.      MT  (+/- 180 meters Scaled)
 AG9408
 AG9408                          SUPERSEDED SURVEY CONTROL
 AG9408
 AG9408.No superseded survey control is available for this station.
 AG9408
 AG9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL577880(NAD 83)
 AG9408_MARKER: I = METAL ROD
 AG9408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9408_SP_SET: STAINLESS STEEL ROD
 AG9408_STAMPING: 6657 G 1990
 AG9408_MARK LOGO: NOS   
 AG9408_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9408+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9408
 AG9408  HISTORY     - Date     Condition        Report By
 AG9408  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9408  HISTORY     - 19970906 GOOD             USPSQD
 AG9408  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AG9408
 AG9408                          STATION DESCRIPTION
 AG9408
 AG9408'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9408'THE BENCH MARK IS LOCATED AT THE SOUTH END OF DAVIS ISLAND IN
 AG9408'HILLSBOROUGH COUNTY.  TO REACH THE MARK FROM THE BRIDGE CONNECTING
 AG9408'DAVIS ISLAND TO THE MAINLAND GO SOUTH ON DAVIS BOULEVARD 0.4 MI (0.64
 AG9408'KM) TURN RIGHT GO WEST ON DAVIS BOULEVARD FOR 1.6 MI (2.57 KM) TO A
 AG9408'TRAFFIC CIRCLE AND THE INTERSECTION OF SEVERN AVENUE, TURN LEFT AND
 AG9408'GO SOUTHERLY ON SEVERN AVENUE GO 0.9 MI (1.45 KM) TO THE MARK ON
 AG9408'LEFT.  THE MARK IS LOCATED 360.4 FT (109.85 M) NORTH OF THE ENTRANCE
 AG9408'TO THE DAVIS ISLAND YACHT CLUB, 21.7 FT (6.61 M) WEST 0F A 15 INCH
 AG9408'CABBAGE PALM, 16.8 FT (5.12 M) EAST OF THE CENTERLINE OF SEVERN AVE.
 AG9408'AND 1.8 FT (0.55 M) WEST OF A CARSONITE WITTNESS POST.
 AG9408
 AG9408                          STATION RECOVERY (1997)
 AG9408
 AG9408'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9408'RECOVERED IN GOOD CONDITION.
 AG9408
 AG9408                          STATION RECOVERY (2003)
 AG9408
 AG9408'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG9408'MARK NOT FOUND. SEARCHED FOR AT LENGTH.  SEVERN AVENUE HAS BEEN
 AG9408'BLACK-TOPPED SINCE 1997. MARK MAY HAVE BEEN BURIED OR DESTROYED DURING
 AG9408'PAVING.  NO WITNESS POST EXISTS NEAR THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7442 ***********************************************************************
 AG7442  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7442  DESIGNATION -  872 6662 TIDAL 4
 AG7442  PID         -  AG7442
 AG7442  STATE/COUNTY-  FL/PINELLAS
 AG7442  USGS QUAD   -  SAFETY HARBOR (1956)
 AG7442
 AG7442                         *CURRENT SURVEY CONTROL
 AG7442  ___________________________________________________________________
 AG7442* NAD 83(1986)-  27 54 58.     (N)    082 41 38.     (W)     SCALED    
 AG7442* NAVD 88     -         1.606  (meters)       5.27   (feet)  ADJUSTED  
 AG7442  ___________________________________________________________________
 AG7442  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7442  DYNAMIC HT  -           1.604 (meters)       5.26  (feet)  COMP
 AG7442  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AG7442
 AG7442  VERT ORDER  -  SECOND    CLASS I
 AG7442
 AG7442.The horizontal coordinates were scaled from a topographic map and have
 AG7442.an estimated accuracy of +/- 6 seconds.
 AG7442
 AG7442.The orthometric height was determined by differential leveling
 AG7442.and adjusted by the National Geodetic Survey in June 1991..
 AG7442
 AG7442.This Tidal Bench Mark is designated as VM 6805
 AG7442.by the Center for Operational Oceanographic Products and Services.
 AG7442
 AG7442.The geoid height was determined by GEOID03.
 AG7442
 AG7442.The dynamic height is computed by dividing the NAVD 88
 AG7442.geopotential number by the normal gravity value computed on the
 AG7442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7442.degrees latitude (g = 980.6199 gals.).
 AG7442
 AG7442.The modeled gravity was interpolated from observed gravity values.
 AG7442
 AG7442;                    North         East    Units  Estimated Accuracy
 AG7442;SPC FL W     -   397,110.      131,700.      MT  (+/- 180 meters Scaled)
 AG7442
 AG7442                          SUPERSEDED SURVEY CONTROL
 AG7442
 AG7442  NGVD 29 (??/??/92)    1.869  (m)            6.13   (f) ADJ UNCH    2 1
 AG7442
 AG7442.Superseded values are not recommended for survey control.
 AG7442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7442.See file dsdata.txt to determine how the superseded data were derived.
 AG7442
 AG7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333890(NAD 83)
 AG7442_MARKER: DJ = TIDAL STATION DISK
 AG7442_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7442+WITH SETTING: PAVEMENT
 AG7442_SP_SET: CONCRETE PLATFORM
 AG7442_STAMPING: NO 4 1975
 AG7442_MARK LOGO: NOS   
 AG7442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7442+STABILITY: SURFACE MOTION
 AG7442
 AG7442  HISTORY     - Date     Condition        Report By
 AG7442  HISTORY     - 1975     MONUMENTED       NOS
 AG7442  HISTORY     - 1982     GOOD             FLDNR
 AG7442
 AG7442                          STATION DESCRIPTION
 AG7442
 AG7442'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7442'2.3 MI EAST FROM LARGO.
 AG7442'BEGIN AT THE INTERSECTION OF STATE ROAD 686 AND U.S. ALTERNATE 19,
 AG7442'GO 1.95 MILES EAST ON STATE ROAD 686 TO 49TH STREET, GO 0.1 MILE
 AG7442'NORTH ON 49TH STREET TO FAIRCHILD DRIVE, GO 0.55 MILE NORTHEAST ON
 AG7442'FAIRCHILD DRIVE TO THE MARK.  THE MARK IS SET IN A FUEL LOADING
 AG7442'PLATFORM EAST OF THE ENTRANCE ROAD TO THE 94TH AERO SQUADRON
 AG7442'RESTAURANT, AND 5.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 AG7442'PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7441 ***********************************************************************
 AG7441  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7441  DESIGNATION -  872 6662 TIDAL 5
 AG7441  PID         -  AG7441
 AG7441  STATE/COUNTY-  FL/PINELLAS
 AG7441  USGS QUAD   -  SAFETY HARBOR (1956)
 AG7441
 AG7441                         *CURRENT SURVEY CONTROL
 AG7441  ___________________________________________________________________
 AG7441* NAD 83(1986)-  27 54 58.     (N)    082 41 46.     (W)     SCALED    
 AG7441* NAVD 88     -         1.162  (meters)       3.81   (feet)  ADJUSTED  
 AG7441  ___________________________________________________________________
 AG7441  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG7441  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 AG7441  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AG7441
 AG7441  VERT ORDER  -  SECOND    CLASS I
 AG7441
 AG7441.The horizontal coordinates were scaled from a topographic map and have
 AG7441.an estimated accuracy of +/- 6 seconds.
 AG7441
 AG7441.The orthometric height was determined by differential leveling
 AG7441.and adjusted by the National Geodetic Survey in June 1991..
 AG7441
 AG7441.This Tidal Bench Mark is designated as VM 6806
 AG7441.by the Center for Operational Oceanographic Products and Services.
 AG7441
 AG7441.The geoid height was determined by GEOID03.
 AG7441
 AG7441.The dynamic height is computed by dividing the NAVD 88
 AG7441.geopotential number by the normal gravity value computed on the
 AG7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7441.degrees latitude (g = 980.6199 gals.).
 AG7441
 AG7441.The modeled gravity was interpolated from observed gravity values.
 AG7441
 AG7441;                    North         East    Units  Estimated Accuracy
 AG7441;SPC FL W     -   397,110.      131,480.      MT  (+/- 180 meters Scaled)
 AG7441
 AG7441                          SUPERSEDED SURVEY CONTROL
 AG7441
 AG7441  NGVD 29 (??/??/92)    1.425  (m)            4.68   (f) ADJ UNCH    2 1
 AG7441
 AG7441.Superseded values are not recommended for survey control.
 AG7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7441.See file dsdata.txt to determine how the superseded data were derived.
 AG7441
 AG7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL330890(NAD 83)
 AG7441_MARKER: DJ = TIDAL STATION DISK
 AG7441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7441_SP_SET: COPPER-CLAD STEEL ROD
 AG7441_STAMPING: NO 5 1975
 AG7441_MARK LOGO: NOS   
 AG7441_PROJECTION: PROJECTING 30 CENTIMETERS
 AG7441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7441_ROD/PIPE-DEPTH: 12.2 meters
 AG7441
 AG7441  HISTORY     - Date     Condition        Report By
 AG7441  HISTORY     - 1975     MONUMENTED       NOS
 AG7441  HISTORY     - 1982     GOOD             FLDNR
 AG7441
 AG7441                          STATION DESCRIPTION
 AG7441
 AG7441'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7441'2.3 MI EAST FROM LARGO.
 AG7441'BEGIN AT THE INTERSECTION OF STATE ROAD 686 AND U.S. ALTERNATE 19,
 AG7441'GO 1.95 MILES EAST ON STATE ROAD 686 TO 49TH STREET, GO 0.1 MILE
 AG7441'NORTH ON 49TH STREET TO FAIRCHILD DRIVE, GO 0.35 MILE NORTHEAST
 AG7441'ON FAIRCHILD DRIVE TO THE MARK.  THE MARK BEARS 30 FEET WEST OF
 AG7441'THE CENTERLINE OF THE ROAD AND 2.8 FEET SOUTH OF TELEPHONE POLE
 AG7441'8IA-6519R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7444 ***********************************************************************
 AG7444  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7444  DESIGNATION -  872 6666 A TIDAL
 AG7444  PID         -  AG7444
 AG7444  STATE/COUNTY-  FL/PINELLAS
 AG7444  USGS QUAD   -  CLEARWATER (1987)
 AG7444
 AG7444                         *CURRENT SURVEY CONTROL
 AG7444  ___________________________________________________________________
 AG7444* NAD 83(1986)-  27 55 01.     (N)    082 49 41.     (W)     SCALED    
 AG7444* NAVD 88     -         0.917  (meters)       3.01   (feet)  ADJUSTED  
 AG7444  ___________________________________________________________________
 AG7444  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG7444  DYNAMIC HT  -           0.916 (meters)       3.01  (feet)  COMP
 AG7444  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 AG7444
 AG7444  VERT ORDER  -  SECOND    CLASS I
 AG7444
 AG7444.The horizontal coordinates were scaled from a topographic map and have
 AG7444.an estimated accuracy of +/- 6 seconds.
 AG7444
 AG7444.The orthometric height was determined by differential leveling
 AG7444.and adjusted by the National Geodetic Survey in June 1991..
 AG7444
 AG7444.This Tidal Bench Mark is designated as VM 6815
 AG7444.by the Center for Operational Oceanographic Products and Services.
 AG7444
 AG7444.The geoid height was determined by GEOID03.
 AG7444
 AG7444.The dynamic height is computed by dividing the NAVD 88
 AG7444.geopotential number by the normal gravity value computed on the
 AG7444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7444.degrees latitude (g = 980.6199 gals.).
 AG7444
 AG7444.The modeled gravity was interpolated from observed gravity values.
 AG7444
 AG7444;                    North         East    Units  Estimated Accuracy
 AG7444;SPC FL W     -   397,280.      118,490.      MT  (+/- 180 meters Scaled)
 AG7444
 AG7444                          SUPERSEDED SURVEY CONTROL
 AG7444
 AG7444  NGVD 29 (??/??/92)    1.181  (m)            3.87   (f) ADJ UNCH    2 1
 AG7444
 AG7444.Superseded values are not recommended for survey control.
 AG7444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7444.See file dsdata.txt to determine how the superseded data were derived.
 AG7444
 AG7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201893(NAD 83)
 AG7444_MARKER: DJ = TIDAL STATION DISK
 AG7444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7444_SP_SET: CONCRETE BASE
 AG7444_STAMPING: A 6666 1976
 AG7444_MARK LOGO: NOS   
 AG7444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7444
 AG7444  HISTORY     - Date     Condition        Report By
 AG7444  HISTORY     - 1976     MONUMENTED       NOS
 AG7444  HISTORY     - 1982     GOOD             FLDNR
 AG7444  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7444
 AG7444                          STATION DESCRIPTION
 AG7444
 AG7444'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7444'IN BELLEAIR BLUFFS.
 AG7444'BEGIN AT THE JUNCTION OF U.S. ALTERNATE 19 NORTH WITH STATE ROAD
 AG7444'686 (WEST BAY DRIVE) IN LARGO, GO 1.9 MILES WEST ON STATE ROAD 686
 AG7444'TO THE BELLEAIR BEACH CAUSEWAY PUBLIC BOAT RAMPS AND THE MARK.  THE
 AG7444'MARK BEARS 2 FEET EAST OF THE WEST EDGE OF THE CONCRETE BASE FOR THE
 AG7444'3RD FLOATING DOCK FROM THE EASTERNMOST FLOATING DOCK, 41 FEET NORTH
 AG7444'OF THE CENTERLINE OF THE DRIVE IN THE PARKING LOT, AND 155 FEET EAST
 AG7444'OF THE EAST CORNER OF THE BAIT HOUSE.
 AG7444
 AG7444                          STATION RECOVERY (1996)
 AG7444
 AG7444'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7443 ***********************************************************************
 AG7443  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7443  DESIGNATION -  872 6666 B TIDAL
 AG7443  PID         -  AG7443
 AG7443  STATE/COUNTY-  FL/PINELLAS
 AG7443  USGS QUAD   -  CLEARWATER (1987)
 AG7443
 AG7443                         *CURRENT SURVEY CONTROL
 AG7443  ___________________________________________________________________
 AG7443* NAD 83(1986)-  27 55 01.     (N)    082 49 41.     (W)     SCALED    
 AG7443* NAVD 88     -         1.166  (meters)       3.83   (feet)  ADJUSTED  
 AG7443  ___________________________________________________________________
 AG7443  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG7443  DYNAMIC HT  -           1.164 (meters)       3.82  (feet)  COMP
 AG7443  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 AG7443
 AG7443  VERT ORDER  -  SECOND    CLASS I
 AG7443
 AG7443.The horizontal coordinates were scaled from a topographic map and have
 AG7443.an estimated accuracy of +/- 6 seconds.
 AG7443
 AG7443.The orthometric height was determined by differential leveling
 AG7443.and adjusted by the National Geodetic Survey in June 1991..
 AG7443
 AG7443.This Tidal Bench Mark is designated as VM 6816
 AG7443.by the Center for Operational Oceanographic Products and Services.
 AG7443
 AG7443.The geoid height was determined by GEOID03.
 AG7443
 AG7443.The dynamic height is computed by dividing the NAVD 88
 AG7443.geopotential number by the normal gravity value computed on the
 AG7443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7443.degrees latitude (g = 980.6199 gals.).
 AG7443
 AG7443.The modeled gravity was interpolated from observed gravity values.
 AG7443
 AG7443;                    North         East    Units  Estimated Accuracy
 AG7443;SPC FL W     -   397,280.      118,490.      MT  (+/- 180 meters Scaled)
 AG7443
 AG7443                          SUPERSEDED SURVEY CONTROL
 AG7443
 AG7443  NGVD 29 (??/??/92)    1.430  (m)            4.69   (f) ADJ UNCH    2 1
 AG7443
 AG7443.Superseded values are not recommended for survey control.
 AG7443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7443.See file dsdata.txt to determine how the superseded data were derived.
 AG7443
 AG7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201893(NAD 83)
 AG7443_MARKER: DJ = TIDAL STATION DISK
 AG7443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7443_SP_SET: CONCRETE WALL
 AG7443_STAMPING: B 6666 1976
 AG7443_MARK LOGO: NOS   
 AG7443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7443
 AG7443  HISTORY     - Date     Condition        Report By
 AG7443  HISTORY     - 1976     MONUMENTED       NOS
 AG7443  HISTORY     - 1982     GOOD             FLDNR
 AG7443  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7443
 AG7443                          STATION DESCRIPTION
 AG7443
 AG7443'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7443'IN BELLEAIR BLUFFS.
 AG7443'BEGIN AT THE JUNCTION OF U.S. ALTERNATE 19 NORTH WITH STATE ROAD
 AG7443'686 (WEST BAY DRIVE) IN LARGO, GO 1.9 MILES WEST ON STATE ROAD
 AG7443'686 TO THE BELLEAIR BEACH CAUSEWAY PUBLIC BOAT RAMPS AND THE MARK.
 AG7443'THE MARK BEARS 123 FEET WEST OF THE WEST CORNER OF THE BAIT HOUSE,
 AG7443'AND IS IN THE SOUTH END OF A CONCRETE WALL THAT PROJECTS OUT INTO
 AG7443'THE WATER.
 AG7443
 AG7443                          STATION RECOVERY (1996)
 AG7443
 AG7443'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7505 ***********************************************************************
 AG7505  DESIGNATION -  872 6667 B TIDAL
 AG7505  PID         -  AG7505
 AG7505  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7505  USGS QUAD   -  TAMPA (1995)
 AG7505
 AG7505                         *CURRENT SURVEY CONTROL
 AG7505  ___________________________________________________________________
 AG7505* NAD 83(1986)-  27 54 54.     (N)    082 25 20.     (W)     SCALED    
 AG7505* NAVD 88     -         2.620  (meters)       8.60   (feet)  ADJUSTED  
 AG7505  ___________________________________________________________________
 AG7505  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7505  DYNAMIC HT  -           2.616 (meters)       8.58  (feet)  COMP
 AG7505  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AG7505
 AG7505  VERT ORDER  -  SECOND    CLASS I
 AG7505
 AG7505.The horizontal coordinates were scaled from a topographic map and have
 AG7505.an estimated accuracy of +/- 6 seconds.
 AG7505
 AG7505.The orthometric height was determined by differential leveling
 AG7505.and adjusted by the National Geodetic Survey in June 1991..
 AG7505
 AG7505.The geoid height was determined by GEOID03.
 AG7505
 AG7505.The dynamic height is computed by dividing the NAVD 88
 AG7505.geopotential number by the normal gravity value computed on the
 AG7505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7505.degrees latitude (g = 980.6199 gals.).
 AG7505
 AG7505.The modeled gravity was interpolated from observed gravity values.
 AG7505
 AG7505;                    North         East    Units  Estimated Accuracy
 AG7505;SPC FL W     -   396,860.      158,440.      MT  (+/- 180 meters Scaled)
 AG7505
 AG7505                          SUPERSEDED SURVEY CONTROL
 AG7505
 AG7505.No superseded survey control is available for this station.
 AG7505
 AG7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL600886(NAD 83)
 AG7505_MARKER: DJ = TIDAL STATION DISK
 AG7505_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7505+WITH SETTING: PAVEMENT
 AG7505_SP_SET: CONCRETE BASE
 AG7505_STAMPING: 6667 B 1976
 AG7505_MARK LOGO: NOS   
 AG7505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7505+STABILITY: SURFACE MOTION
 AG7505
 AG7505  HISTORY     - Date     Condition        Report By
 AG7505  HISTORY     - 1976     MONUMENTED       NOS
 AG7505  HISTORY     - 1982     GOOD             FLDNR
 AG7505
 AG7505                          STATION DESCRIPTION
 AG7505
 AG7505'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7505'IN TAMPA.
 AG7505'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 WITH U.S BUSINESS 41
 AG7505'(CAUSEWAY BOULEVARD), GO 1.0 MILE WEST ON CAUSEWAY BOULEVARD TO THE
 AG7505'ACCESS ROAD TO ROCKPORT TERMINAL, GO 0.7 MILE SOUTHERLY ON THE
 AG7505'ACCESS ROAD TO THE MARK.  THE MARK IS ON THE PROPERTY OF THE
 AG7505'SEABOARD COASTLINE RAILROAD, 23.4 FEET NORTHEAST OF THE EAST CORNER
 AG7505'OF THE OFFICE BUILDING, 41.75 FEET NORTHWEST OF THE CENTERLINE OF
 AG7505'THE ACCESS ROAD, AND IS SET IN THE NORTH CORNER OF THE CONCRETE
 AG7505'BASE FOR A RAILROAD BELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7506 ***********************************************************************
 AG7506  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7506  DESIGNATION -  872 6667 C TIDAL
 AG7506  PID         -  AG7506
 AG7506  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7506  USGS QUAD   -  TAMPA (1995)
 AG7506
 AG7506                         *CURRENT SURVEY CONTROL
 AG7506  ___________________________________________________________________
 AG7506* NAD 83(1986)-  27 54 53.     (N)    082 25 22.     (W)     SCALED    
 AG7506* NAVD 88     -         2.618  (meters)       8.59   (feet)  ADJUSTED  
 AG7506  ___________________________________________________________________
 AG7506  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7506  DYNAMIC HT  -           2.615 (meters)       8.58  (feet)  COMP
 AG7506  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AG7506
 AG7506  VERT ORDER  -  SECOND    CLASS I
 AG7506
 AG7506.The horizontal coordinates were scaled from a topographic map and have
 AG7506.an estimated accuracy of +/- 6 seconds.
 AG7506
 AG7506.The orthometric height was determined by differential leveling
 AG7506.and adjusted by the National Geodetic Survey in June 1991..
 AG7506
 AG7506.This Tidal Bench Mark is designated as VM 6820
 AG7506.by the Center for Operational Oceanographic Products and Services.
 AG7506
 AG7506.The geoid height was determined by GEOID03.
 AG7506
 AG7506.The dynamic height is computed by dividing the NAVD 88
 AG7506.geopotential number by the normal gravity value computed on the
 AG7506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7506.degrees latitude (g = 980.6199 gals.).
 AG7506
 AG7506.The modeled gravity was interpolated from observed gravity values.
 AG7506
 AG7506;                    North         East    Units  Estimated Accuracy
 AG7506;SPC FL W     -   396,830.      158,380.      MT  (+/- 180 meters Scaled)
 AG7506
 AG7506                          SUPERSEDED SURVEY CONTROL
 AG7506
 AG7506.No superseded survey control is available for this station.
 AG7506
 AG7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL599885(NAD 83)
 AG7506_MARKER: DJ = TIDAL STATION DISK
 AG7506_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7506_SP_SET: CONCRETE PORCH
 AG7506_STAMPING: 6667 C 1976
 AG7506_MARK LOGO: NOS   
 AG7506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7506
 AG7506  HISTORY     - Date     Condition        Report By
 AG7506  HISTORY     - 1976     MONUMENTED       NOS
 AG7506  HISTORY     - 1982     GOOD             FLDNR
 AG7506
 AG7506                          STATION DESCRIPTION
 AG7506
 AG7506'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7506'IN TAMPA.
 AG7506'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 WITH U.S. BUSINESS 41
 AG7506'(CAUSEWAY BOULEVARD), GO 1.0 MILE WEST ON CAUSEWAY BOULEVARD TO THE
 AG7506'ACCESS ROAD TO ROCKPORT TERMINAL, GO 0.7 MILE SOUTHERLY ON THE
 AG7506'ACCESS ROAD TO THE MARK.  THE MARK IS AT THE SEABOARD COASTLINE
 AG7506'RAILROAD ROCKPORT TERMINAL OFFICE, 27 FEET SOUTHWEST OF THE EAST
 AG7506'CORNER OF THE BUILDING, AND 2.8 FEET SOUTHEAST OF THE SOUTHEAST
 AG7506'WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7504 ***********************************************************************
 AG7504  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7504  DESIGNATION -  872 6667 F TIDAL
 AG7504  PID         -  AG7504
 AG7504  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7504  USGS QUAD   -  TAMPA (1995)
 AG7504
 AG7504                         *CURRENT SURVEY CONTROL
 AG7504  ___________________________________________________________________
 AG7504* NAD 83(1986)-  27 55 01.     (N)    082 25 14.     (W)     SCALED    
 AG7504* NAVD 88     -         2.714  (meters)       8.90   (feet)  ADJUSTED  
 AG7504  ___________________________________________________________________
 AG7504  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7504  DYNAMIC HT  -           2.710 (meters)       8.89  (feet)  COMP
 AG7504  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AG7504
 AG7504  VERT ORDER  -  SECOND    CLASS I
 AG7504
 AG7504.The horizontal coordinates were scaled from a topographic map and have
 AG7504.an estimated accuracy of +/- 6 seconds.
 AG7504
 AG7504.The orthometric height was determined by differential leveling
 AG7504.and adjusted by the National Geodetic Survey in June 1991..
 AG7504
 AG7504.This Tidal Bench Mark is designated as VM 6822
 AG7504.by the Center for Operational Oceanographic Products and Services.
 AG7504
 AG7504.The geoid height was determined by GEOID03.
 AG7504
 AG7504.The dynamic height is computed by dividing the NAVD 88
 AG7504.geopotential number by the normal gravity value computed on the
 AG7504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7504.degrees latitude (g = 980.6199 gals.).
 AG7504
 AG7504.The modeled gravity was interpolated from observed gravity values.
 AG7504
 AG7504;                    North         East    Units  Estimated Accuracy
 AG7504;SPC FL W     -   397,080.      158,600.      MT  (+/- 180 meters Scaled)
 AG7504
 AG7504                          SUPERSEDED SURVEY CONTROL
 AG7504
 AG7504.No superseded survey control is available for this station.
 AG7504
 AG7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL602888(NAD 83)
 AG7504_MARKER: DJ = TIDAL STATION DISK
 AG7504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7504_SP_SET: COPPER-CLAD STEEL ROD
 AG7504_STAMPING: 6667 F 1976
 AG7504_MARK LOGO: NOS   
 AG7504_PROJECTION: PROJECTING 8 CENTIMETERS
 AG7504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7504_ROD/PIPE-DEPTH: 12.2 meters
 AG7504
 AG7504  HISTORY     - Date     Condition        Report By
 AG7504  HISTORY     - 1976     MONUMENTED       NOS
 AG7504  HISTORY     - 1982     GOOD             FLDNR
 AG7504
 AG7504                          STATION DESCRIPTION
 AG7504
 AG7504'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7504'IN TAMPA.
 AG7504'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 WITH U.S. BUSINESS 41
 AG7504'(CAUSEWAY BOULEVARD), GO 1.0 MILE WEST ON CAUSEWAY BOULEVARD TO THE
 AG7504'ACCESS ROAD TO ROCKPORT TERMINAL, GO 0.5 MILE SOUTHERLY ON THE
 AG7504'ACCESS ROAD TO THE MARK.  THE MARK BEARS 30 FEET NORTHWEST OF THE
 AG7504'CENTERLINE OF THE ROAD, AND 1.4 FEET SOUTHWEST OF POWER POLE 9.
 AG7504'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7491 ***********************************************************************
 AG7491  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7491  DESIGNATION -  872 6668 A TIDAL
 AG7491  PID         -  AG7491
 AG7491  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7491  USGS QUAD   -  TAMPA (1995)
 AG7491
 AG7491                         *CURRENT SURVEY CONTROL
 AG7491  ___________________________________________________________________
 AG7491* NAD 83(1986)-  27 55 08.     (N)    082 26 39.     (W)     SCALED    
 AG7491* NAVD 88     -         1.403  (meters)       4.60   (feet)  ADJUSTED  
 AG7491  ___________________________________________________________________
 AG7491  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG7491  DYNAMIC HT  -           1.401 (meters)       4.60  (feet)  COMP
 AG7491  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG7491
 AG7491  VERT ORDER  -  SECOND    CLASS I
 AG7491
 AG7491.The horizontal coordinates were scaled from a topographic map and have
 AG7491.an estimated accuracy of +/- 6 seconds.
 AG7491
 AG7491.The orthometric height was determined by differential leveling
 AG7491.and adjusted by the National Geodetic Survey in June 1991..
 AG7491
 AG7491.This Tidal Bench Mark is designated as VM 6813
 AG7491.by the Center for Operational Oceanographic Products and Services.
 AG7491
 AG7491.The geoid height was determined by GEOID03.
 AG7491
 AG7491.The dynamic height is computed by dividing the NAVD 88
 AG7491.geopotential number by the normal gravity value computed on the
 AG7491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7491.degrees latitude (g = 980.6199 gals.).
 AG7491
 AG7491.The modeled gravity was interpolated from observed gravity values.
 AG7491
 AG7491;                    North         East    Units  Estimated Accuracy
 AG7491;SPC FL W     -   397,300.      156,280.      MT  (+/- 180 meters Scaled)
 AG7491
 AG7491                          SUPERSEDED SURVEY CONTROL
 AG7491
 AG7491.No superseded survey control is available for this station.
 AG7491
 AG7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL578890(NAD 83)
 AG7491_MARKER: DJ = TIDAL STATION DISK
 AG7491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7491_SP_SET: CONCRETE BULKHEAD
 AG7491_STAMPING: 6668 A 1977
 AG7491_MARK LOGO: NOS   
 AG7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7491+STABILITY: SURFACE MOTION
 AG7491
 AG7491  HISTORY     - Date     Condition        Report By
 AG7491  HISTORY     - 1977     MONUMENTED       NOS
 AG7491  HISTORY     - 1982     GOOD             FLDNR
 AG7491
 AG7491                          STATION DESCRIPTION
 AG7491
 AG7491'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7491'IN TAMPA.
 AG7491'THE MARK IS IN TAMPA, AT HOOKER POINT, IN THE VICINITY OF THE
 AG7491'RICHARD E. KNIGHT PIER AND THE ABANDONED SILOS OF THE ILLINOIS
 AG7491'GRAIN CORPORATION.  THE MARK IS SET IN THE TOP OF THE NORTH
 AG7491'BULKHEAD OF THE NORTH BOAT SLIP, 212 FEET EAST OF THE NORTHWEST CORNER
 AG7491'OF THE BOAT SLIP, 1.2 FEET WEST OF THE 3RD BOAT CLEAT EAST OF THE
 AG7491'NORTHWEST CORNER OF THE BOAT SLIP, AND 57 FEET WEST OF THE
 AG7491'SOUTHWEST CORNER OF AN OLD GRAIN DERRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7490 ***********************************************************************
 AG7490  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7490  DESIGNATION -  872 6668 B TIDAL
 AG7490  PID         -  AG7490
 AG7490  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7490  USGS QUAD   -  TAMPA (1995)
 AG7490
 AG7490                         *CURRENT SURVEY CONTROL
 AG7490  ___________________________________________________________________
 AG7490* NAD 83(1986)-  27 55 12.     (N)    082 26 37.     (W)     SCALED    
 AG7490* NAVD 88     -         1.406  (meters)       4.61   (feet)  ADJUSTED  
 AG7490  ___________________________________________________________________
 AG7490  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG7490  DYNAMIC HT  -           1.404 (meters)       4.61  (feet)  COMP
 AG7490  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AG7490
 AG7490  VERT ORDER  -  SECOND    CLASS I
 AG7490
 AG7490.The horizontal coordinates were scaled from a topographic map and have
 AG7490.an estimated accuracy of +/- 6 seconds.
 AG7490
 AG7490.The orthometric height was determined by differential leveling
 AG7490.and adjusted by the National Geodetic Survey in June 1991..
 AG7490
 AG7490.This Tidal Bench Mark is designated as VM 6814
 AG7490.by the Center for Operational Oceanographic Products and Services.
 AG7490
 AG7490.The geoid height was determined by GEOID03.
 AG7490
 AG7490.The dynamic height is computed by dividing the NAVD 88
 AG7490.geopotential number by the normal gravity value computed on the
 AG7490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7490.degrees latitude (g = 980.6199 gals.).
 AG7490
 AG7490.The modeled gravity was interpolated from observed gravity values.
 AG7490
 AG7490;                    North         East    Units  Estimated Accuracy
 AG7490;SPC FL W     -   397,420.      156,340.      MT  (+/- 180 meters Scaled)
 AG7490
 AG7490                          SUPERSEDED SURVEY CONTROL
 AG7490
 AG7490.No superseded survey control is available for this station.
 AG7490
 AG7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL579891(NAD 83)
 AG7490_MARKER: DJ = TIDAL STATION DISK
 AG7490_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7490_SP_SET: CONCRETE BULKHEAD
 AG7490_STAMPING: 6668 B 1977
 AG7490_MARK LOGO: NOS   
 AG7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7490+STABILITY: SURFACE MOTION
 AG7490
 AG7490  HISTORY     - Date     Condition        Report By
 AG7490  HISTORY     - 1977     MONUMENTED       NOS
 AG7490  HISTORY     - 1982     GOOD             FLDNR
 AG7490
 AG7490                          STATION DESCRIPTION
 AG7490
 AG7490'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7490'IN TAMPA.
 AG7490'THE MARK IS IN TAMPA, ON HOOKER POINT, IN THE VICINITY OF THE
 AG7490'RICHARD E. KNIGHT PIER AND THE ABANDONED SILOS OF THE ILLINOIS
 AG7490'GRAIN CORPORATION.  THE MARK IS SET IN THE TOP OF THE NORTH
 AG7490'BULKHEAD OF THE NORTH BOAT SLIP, 36 FEET WEST OF THE 6TH BOAT CLEAT
 AG7490'EAST OF THE NORTHWEST CORNER OF THE BOAT SLIP, AND 8 FEET
 AG7490'SOUTHWEST OF THE SOUTHEAST CORNER OF AN ABANDONED TIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7489 ***********************************************************************
 AG7489  DESIGNATION -  872 6668 C TIDAL
 AG7489  PID         -  AG7489
 AG7489  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7489  USGS QUAD   -  TAMPA (1995)
 AG7489
 AG7489                         *CURRENT SURVEY CONTROL
 AG7489  ___________________________________________________________________
 AG7489* NAD 83(1986)-  27 55 13.     (N)    082 26 33.     (W)     SCALED    
 AG7489* NAVD 88     -         1.373  (meters)       4.50   (feet)  ADJUSTED  
 AG7489  ___________________________________________________________________
 AG7489  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG7489  DYNAMIC HT  -           1.371 (meters)       4.50  (feet)  COMP
 AG7489  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AG7489
 AG7489  VERT ORDER  -  SECOND    CLASS I
 AG7489
 AG7489.The horizontal coordinates were scaled from a topographic map and have
 AG7489.an estimated accuracy of +/- 6 seconds.
 AG7489
 AG7489.The orthometric height was determined by differential leveling
 AG7489.and adjusted by the National Geodetic Survey in June 1991..
 AG7489
 AG7489.The geoid height was determined by GEOID03.
 AG7489
 AG7489.The dynamic height is computed by dividing the NAVD 88
 AG7489.geopotential number by the normal gravity value computed on the
 AG7489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7489.degrees latitude (g = 980.6199 gals.).
 AG7489
 AG7489.The modeled gravity was interpolated from observed gravity values.
 AG7489
 AG7489;                    North         East    Units  Estimated Accuracy
 AG7489;SPC FL W     -   397,450.      156,450.      MT  (+/- 180 meters Scaled)
 AG7489
 AG7489                          SUPERSEDED SURVEY CONTROL
 AG7489
 AG7489.No superseded survey control is available for this station.
 AG7489
 AG7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL580892(NAD 83)
 AG7489_MARKER: DJ = TIDAL STATION DISK
 AG7489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7489_SP_SET: CONCRETE BULKHEAD
 AG7489_STAMPING: 6668 C 1977
 AG7489_MARK LOGO: NOS   
 AG7489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7489+STABILITY: SURFACE MOTION
 AG7489
 AG7489  HISTORY     - Date     Condition        Report By
 AG7489  HISTORY     - 1977     MONUMENTED       NOS
 AG7489  HISTORY     - 1982     GOOD             FLDNR
 AG7489
 AG7489                          STATION DESCRIPTION
 AG7489
 AG7489'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7489'IN TAMPA.
 AG7489'THE MARK IS IN TAMPA, ON HOOKER POINT, IN THE VICINITY OF THE
 AG7489'RICHARD E. KNIGHT PIER AND THE ABANDONED SILOS OF THE ILLINOIS
 AG7489'GRAIN CORPORATION.  THE MARK IS SET IN THE TOP OF THE NORTH
 AG7489'BULKHEAD OF THE NORTH BOAT SLIP, 1.2 FEET EAST OF THE 7TH BOAT CLEAT
 AG7489'EAST OF THE NORTHWEST CORNER OF THE BOAT SLIP, AND 285 FEET WEST OF
 AG7489'THE NORTHEAST CORNER OF THE BOAT SLIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6071 ***********************************************************************
 AG6071  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6071  DESIGNATION -  872 6668 TIDAL 4 1963
 AG6071  PID         -  AG6071
 AG6071  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6071  USGS QUAD   -  TAMPA (1995)
 AG6071
 AG6071                         *CURRENT SURVEY CONTROL
 AG6071  ___________________________________________________________________
 AG6071* NAD 83(1986)-  27 55 13.     (N)    082 26 30.     (W)     SCALED    
 AG6071* NAVD 88     -         1.996  (meters)       6.55   (feet)  ADJUSTED  
 AG6071  ___________________________________________________________________
 AG6071  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG6071  DYNAMIC HT  -           1.993 (meters)       6.54  (feet)  COMP
 AG6071  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AG6071
 AG6071  VERT ORDER  -  FIRST     CLASS I
 AG6071
 AG6071.The horizontal coordinates were scaled from a topographic map and have
 AG6071.an estimated accuracy of +/- 6 seconds.
 AG6071
 AG6071.The orthometric height was determined by differential leveling
 AG6071.and adjusted by the National Geodetic Survey in June 1991..
 AG6071
 AG6071.This Tidal Bench Mark is designated as VM 6812
 AG6071.by the Center for Operational Oceanographic Products and Services.
 AG6071
 AG6071.The geoid height was determined by GEOID03.
 AG6071
 AG6071.The dynamic height is computed by dividing the NAVD 88
 AG6071.geopotential number by the normal gravity value computed on the
 AG6071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6071.degrees latitude (g = 980.6199 gals.).
 AG6071
 AG6071.The modeled gravity was interpolated from observed gravity values.
 AG6071
 AG6071;                    North         East    Units  Estimated Accuracy
 AG6071;SPC FL W     -   397,450.      156,530.      MT  (+/- 180 meters Scaled)
 AG6071
 AG6071                          SUPERSEDED SURVEY CONTROL
 AG6071
 AG6071.No superseded survey control is available for this station.
 AG6071
 AG6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL581892(NAD 83)
 AG6071_MARKER: DJ = TIDAL STATION DISK
 AG6071_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6071+WITH SETTING: PAVEMENT
 AG6071_STAMPING: B M NO 4 RESET 1963
 AG6071_MARK LOGO: CGS   
 AG6071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6071+STABILITY: SURFACE MOTION
 AG6071
 AG6071  HISTORY     - Date     Condition        Report By
 AG6071  HISTORY     - 1963     MONUMENTED       CGS
 AG6071  HISTORY     - 1966     GOOD             NGS
 AG6071  HISTORY     - 1982     GOOD             FLDNR
 AG6071  HISTORY     - 1990     GOOD             USPSQD
 AG6071
 AG6071                          STATION DESCRIPTION
 AG6071
 AG6071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6071'AT TAMPA.
 AG6071'AT TAMPA, ON HOOKER POINT AT THE NORTHEAST END OF THE RICHARD
 AG6071'E. KNIGHT PIER, IN THE TOP OF THE CONCRETE FLOOR OF THE PIER,
 AG6071'4.0 FEET SOUTHWEST OF THE NORTHEAST END, 0.5 FOOT NORTHWEST
 AG6071'OF THE SOUTHEAST EDGE AND ABOUT LEVEL WITH THE FLOOR.
 AG6071
 AG6071                          STATION RECOVERY (1982)
 AG6071
 AG6071'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6071'RECOVERED IN GOOD CONDITION.
 AG6071
 AG6071                          STATION RECOVERY (1990)
 AG6071
 AG6071'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGT)
 AG6071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6074 ***********************************************************************
 AG6074  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6074  DESIGNATION -  872 6668 TIDAL HP 2
 AG6074  PID         -  AG6074
 AG6074  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6074  USGS QUAD   -  TAMPA (1995)
 AG6074
 AG6074                         *CURRENT SURVEY CONTROL
 AG6074  ___________________________________________________________________
 AG6074* NAD 83(1986)-  27 55 09.     (N)    082 26 33.     (W)     SCALED    
 AG6074* NAVD 88     -         2.064  (meters)       6.77   (feet)  ADJUSTED  
 AG6074  ___________________________________________________________________
 AG6074  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG6074  DYNAMIC HT  -           2.061 (meters)       6.76  (feet)  COMP
 AG6074  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG6074
 AG6074  VERT ORDER  -  FIRST     CLASS I
 AG6074
 AG6074.The horizontal coordinates were scaled from a topographic map and have
 AG6074.an estimated accuracy of +/- 6 seconds.
 AG6074
 AG6074.The orthometric height was determined by differential leveling
 AG6074.and adjusted by the National Geodetic Survey in June 1991..
 AG6074
 AG6074.This Tidal Bench Mark is designated as VM 6810
 AG6074.by the Center for Operational Oceanographic Products and Services.
 AG6074
 AG6074.The geoid height was determined by GEOID03.
 AG6074
 AG6074.The dynamic height is computed by dividing the NAVD 88
 AG6074.geopotential number by the normal gravity value computed on the
 AG6074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6074.degrees latitude (g = 980.6199 gals.).
 AG6074
 AG6074.The modeled gravity was interpolated from observed gravity values.
 AG6074
 AG6074;                    North         East    Units  Estimated Accuracy
 AG6074;SPC FL W     -   397,330.      156,450.      MT  (+/- 180 meters Scaled)
 AG6074
 AG6074                          SUPERSEDED SURVEY CONTROL
 AG6074
 AG6074.No superseded survey control is available for this station.
 AG6074
 AG6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL580890(NAD 83)
 AG6074_MARKER: DJ = TIDAL STATION DISK
 AG6074_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6074+WITH SETTING: PAVEMENT
 AG6074_STAMPING: HP 2 1947
 AG6074_MARK LOGO: CGS   
 AG6074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6074+STABILITY: SURFACE MOTION
 AG6074
 AG6074  HISTORY     - Date     Condition        Report By
 AG6074  HISTORY     - 1947     MONUMENTED       CGS
 AG6074  HISTORY     - 1966     GOOD             NGS
 AG6074  HISTORY     - 1982     GOOD             FLDNR
 AG6074  HISTORY     - 1990     GOOD             USPSQD
 AG6074
 AG6074                          STATION DESCRIPTION
 AG6074
 AG6074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6074'AT TAMPA.
 AG6074'AT TAMPA, ON HOOKER POINT AT THE RICHARD E. KNIGHT PIER, ABOUT
 AG6074'78 YARDS NORTHEAST ALONG THE PIER FROM THE SOUTHWEST END, 21.5
 AG6074'FEET SOUTHWEST OF THE 6TH BOAT CLEAT FROM THE SOUTHWEST END OF
 AG6074'THE PIER, 2.9 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE PIER
 AG6074'AND SET IN THE TOP OF THE CONCRETE PIER FLOOR.
 AG6074
 AG6074                          STATION RECOVERY (1982)
 AG6074
 AG6074'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6074'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG6074'DELETE 6TH BOAT CLEAT, AND ADD 4TH BOAT CLEAT.
 AG6074
 AG6074                          STATION RECOVERY (1990)
 AG6074
 AG6074'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGT)
 AG6074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6073 ***********************************************************************
 AG6073  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6073  DESIGNATION -  872 6668 TIDAL HP 3
 AG6073  PID         -  AG6073
 AG6073  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6073  USGS QUAD   -  TAMPA (1995)
 AG6073
 AG6073                         *CURRENT SURVEY CONTROL
 AG6073  ___________________________________________________________________
 AG6073* NAD 83(1986)-  27 55 09.     (N)    082 26 33.     (W)     SCALED    
 AG6073* NAVD 88     -         2.089  (meters)       6.85   (feet)  ADJUSTED  
 AG6073  ___________________________________________________________________
 AG6073  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG6073  DYNAMIC HT  -           2.086 (meters)       6.84  (feet)  COMP
 AG6073  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG6073
 AG6073  VERT ORDER  -  FIRST     CLASS I
 AG6073
 AG6073.The horizontal coordinates were scaled from a topographic map and have
 AG6073.an estimated accuracy of +/- 6 seconds.
 AG6073
 AG6073.The orthometric height was determined by differential leveling
 AG6073.and adjusted by the National Geodetic Survey in June 1991..
 AG6073
 AG6073.This Tidal Bench Mark is designated as VM 6811
 AG6073.by the Center for Operational Oceanographic Products and Services.
 AG6073
 AG6073.The geoid height was determined by GEOID03.
 AG6073
 AG6073.The dynamic height is computed by dividing the NAVD 88
 AG6073.geopotential number by the normal gravity value computed on the
 AG6073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6073.degrees latitude (g = 980.6199 gals.).
 AG6073
 AG6073.The modeled gravity was interpolated from observed gravity values.
 AG6073
 AG6073;                    North         East    Units  Estimated Accuracy
 AG6073;SPC FL W     -   397,330.      156,450.      MT  (+/- 180 meters Scaled)
 AG6073
 AG6073                          SUPERSEDED SURVEY CONTROL
 AG6073
 AG6073.No superseded survey control is available for this station.
 AG6073
 AG6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL580890(NAD 83)
 AG6073_MARKER: DJ = TIDAL STATION DISK
 AG6073_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6073+WITH SETTING: PAVEMENT
 AG6073_STAMPING: HP 3 1947
 AG6073_MARK LOGO: CGS   
 AG6073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6073+STABILITY: SURFACE MOTION
 AG6073
 AG6073  HISTORY     - Date     Condition        Report By
 AG6073  HISTORY     - 1947     MONUMENTED       CGS
 AG6073  HISTORY     - 1966     GOOD             NGS
 AG6073  HISTORY     - 1982     GOOD             FLDNR
 AG6073  HISTORY     - 1990     GOOD             USPSQD
 AG6073
 AG6073                          STATION DESCRIPTION
 AG6073
 AG6073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6073'AT TAMPA.
 AG6073'AT TAMPA, ON HOOKER POINT, AT THE RICHARD E. KNIGHT PIER, 90
 AG6073'YARDS SOUTHWEST ALONG THE PIER FROM THE NORTHEAST END, 28.5
 AG6073'FEET NORTHEAST OF THE 5TH BOAT CLEAT FROM THE NORTHEAST END OF
 AG6073'THE PIER, 3 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE PIER
 AG6073'AND SET IN THE TOP OF THE CONCRETE FLOOR OF THE PIER.
 AG6073
 AG6073                          STATION RECOVERY (1982)
 AG6073
 AG6073'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6073'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG6073'DELETE 28.5 FEET NORTHEAST OF THE 5TH BOAT CLEAT, AND ADD 63 FEET
 AG6073'SOUTHWEST OF THE 3RD BOAT CLEAT.
 AG6073
 AG6073                          STATION RECOVERY (1990)
 AG6073
 AG6073'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGT)
 AG6073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7499 ***********************************************************************
 AG7499  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7499  DESIGNATION -  872 6685 A TIDAL
 AG7499  PID         -  AG7499
 AG7499  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7499  USGS QUAD   -  TAMPA (1995)
 AG7499
 AG7499                         *CURRENT SURVEY CONTROL
 AG7499  ___________________________________________________________________
 AG7499* NAD 83(1986)-  27 56 04.     (N)    082 25 57.     (W)     SCALED    
 AG7499* NAVD 88     -         0.943  (meters)       3.09   (feet)  ADJUSTED  
 AG7499  ___________________________________________________________________
 AG7499  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7499  DYNAMIC HT  -           0.941 (meters)       3.09  (feet)  COMP
 AG7499  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AG7499
 AG7499  VERT ORDER  -  SECOND    CLASS I
 AG7499
 AG7499.The horizontal coordinates were scaled from a topographic map and have
 AG7499.an estimated accuracy of +/- 6 seconds.
 AG7499
 AG7499.The orthometric height was determined by differential leveling
 AG7499.and adjusted by the National Geodetic Survey in June 1991..
 AG7499
 AG7499.This Tidal Bench Mark is designated as VM 7493
 AG7499.by the Center for Operational Oceanographic Products and Services.
 AG7499
 AG7499.The geoid height was determined by GEOID03.
 AG7499
 AG7499.The dynamic height is computed by dividing the NAVD 88
 AG7499.geopotential number by the normal gravity value computed on the
 AG7499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7499.degrees latitude (g = 980.6199 gals.).
 AG7499
 AG7499.The modeled gravity was interpolated from observed gravity values.
 AG7499
 AG7499;                    North         East    Units  Estimated Accuracy
 AG7499;SPC FL W     -   399,020.      157,440.      MT  (+/- 180 meters Scaled)
 AG7499
 AG7499                          SUPERSEDED SURVEY CONTROL
 AG7499
 AG7499.No superseded survey control is available for this station.
 AG7499
 AG7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590907(NAD 83)
 AG7499_MARKER: DJ = TIDAL STATION DISK
 AG7499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7499_SP_SET: CONCRETE BRIDGE SEAWALL
 AG7499_STAMPING: 6685 A 1977
 AG7499_MARK LOGO: NOS   
 AG7499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7499+STABILITY: SURFACE MOTION
 AG7499
 AG7499  HISTORY     - Date     Condition        Report By
 AG7499  HISTORY     - 1977     MONUMENTED       NOS
 AG7499  HISTORY     - 1982     GOOD             FLDNR
 AG7499  HISTORY     - 20030927 GOOD             USPSQD
 AG7499
 AG7499                          STATION DESCRIPTION
 AG7499
 AG7499'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7499'IN TAMPA.
 AG7499'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7499'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK BEARS
 AG7499'58 FEET NORTHEAST OF THE NORTH CORNER OF THE NORTHBOUND BRIDGE, AND
 AG7499'1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE NORTHEAST
 AG7499'SEAWALL.
 AG7499'THE MARK IS 15 FT BELOW ROAD.
 AG7499
 AG7499                          STATION RECOVERY (2003)
 AG7499
 AG7499'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7498 ***********************************************************************
 AG7498  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7498  DESIGNATION -  872 6685 B TIDAL
 AG7498  PID         -  AG7498
 AG7498  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7498  USGS QUAD   -  TAMPA (1995)
 AG7498
 AG7498                         *CURRENT SURVEY CONTROL
 AG7498  ___________________________________________________________________
 AG7498* NAD 83(1986)-  27 56 06.     (N)    082 25 58.     (W)     SCALED    
 AG7498* NAVD 88     -         0.954  (meters)       3.13   (feet)  ADJUSTED  
 AG7498  ___________________________________________________________________
 AG7498  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7498  DYNAMIC HT  -           0.952 (meters)       3.12  (feet)  COMP
 AG7498  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AG7498
 AG7498  VERT ORDER  -  SECOND    CLASS I
 AG7498
 AG7498.The horizontal coordinates were scaled from a topographic map and have
 AG7498.an estimated accuracy of +/- 6 seconds.
 AG7498
 AG7498.The orthometric height was determined by differential leveling
 AG7498.and adjusted by the National Geodetic Survey in June 1991..
 AG7498
 AG7498.This Tidal Bench Mark is designated as VM 7494
 AG7498.by the Center for Operational Oceanographic Products and Services.
 AG7498
 AG7498.The geoid height was determined by GEOID03.
 AG7498
 AG7498.The dynamic height is computed by dividing the NAVD 88
 AG7498.geopotential number by the normal gravity value computed on the
 AG7498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7498.degrees latitude (g = 980.6199 gals.).
 AG7498
 AG7498.The modeled gravity was interpolated from observed gravity values.
 AG7498
 AG7498;                    North         East    Units  Estimated Accuracy
 AG7498;SPC FL W     -   399,080.      157,410.      MT  (+/- 180 meters Scaled)
 AG7498
 AG7498                          SUPERSEDED SURVEY CONTROL
 AG7498
 AG7498.No superseded survey control is available for this station.
 AG7498
 AG7498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590908(NAD 83)
 AG7498_MARKER: DJ = TIDAL STATION DISK
 AG7498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7498_SP_SET: CONCRETE BRIDGE SEAWALL
 AG7498_STAMPING: 6685 B 1977
 AG7498_MARK LOGO: NOS   
 AG7498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7498+STABILITY: SURFACE MOTION
 AG7498
 AG7498  HISTORY     - Date     Condition        Report By
 AG7498  HISTORY     - 1977     MONUMENTED       NOS
 AG7498  HISTORY     - 1982     GOOD             FLDNR
 AG7498  HISTORY     - 20030927 GOOD             USPSQD
 AG7498
 AG7498                          STATION DESCRIPTION
 AG7498
 AG7498'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7498'IN TAMPA.
 AG7498'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7498'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS SET
 AG7498'IN THE TOP OF THE BRIDGE SEAWALL ON THE NORTHEAST SIDE OF THE ROAD,
 AG7498'77 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.9
 AG7498'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SEAWALL.
 AG7498'THE MARK IS 4 FT BELOW ROAD.
 AG7498
 AG7498                          STATION RECOVERY (2003)
 AG7498
 AG7498'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7497 ***********************************************************************
 AG7497  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7497  DESIGNATION -  872 6685 C TIDAL
 AG7497  PID         -  AG7497
 AG7497  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7497  USGS QUAD   -  TAMPA (1995)
 AG7497
 AG7497                         *CURRENT SURVEY CONTROL
 AG7497  ___________________________________________________________________
 AG7497* NAD 83(1986)-  27 56 11.     (N)    082 26 02.     (W)     SCALED    
 AG7497* NAVD 88     -         1.029  (meters)       3.38   (feet)  ADJUSTED  
 AG7497  ___________________________________________________________________
 AG7497  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7497  DYNAMIC HT  -           1.027 (meters)       3.37  (feet)  COMP
 AG7497  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 AG7497
 AG7497  VERT ORDER  -  SECOND    CLASS I
 AG7497
 AG7497.The horizontal coordinates were scaled from a topographic map and have
 AG7497.an estimated accuracy of +/- 6 seconds.
 AG7497
 AG7497.The orthometric height was determined by differential leveling
 AG7497.and adjusted by the National Geodetic Survey in June 1991..
 AG7497
 AG7497.This Tidal Bench Mark is designated as VM 7495
 AG7497.by the Center for Operational Oceanographic Products and Services.
 AG7497
 AG7497.The geoid height was determined by GEOID03.
 AG7497
 AG7497.The dynamic height is computed by dividing the NAVD 88
 AG7497.geopotential number by the normal gravity value computed on the
 AG7497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7497.degrees latitude (g = 980.6199 gals.).
 AG7497
 AG7497.The modeled gravity was interpolated from observed gravity values.
 AG7497
 AG7497;                    North         East    Units  Estimated Accuracy
 AG7497;SPC FL W     -   399,240.      157,300.      MT  (+/- 180 meters Scaled)
 AG7497
 AG7497                          SUPERSEDED SURVEY CONTROL
 AG7497
 AG7497.No superseded survey control is available for this station.
 AG7497
 AG7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL589909(NAD 83)
 AG7497_MARKER: DJ = TIDAL STATION DISK
 AG7497_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7497_SP_SET: CONCRETE CULVERT HEADWALL
 AG7497_STAMPING: 6685 C 1977
 AG7497_MARK LOGO: NOS   
 AG7497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7497+STABILITY: SURFACE MOTION
 AG7497
 AG7497  HISTORY     - Date     Condition        Report By
 AG7497  HISTORY     - 1977     MONUMENTED       NOS
 AG7497  HISTORY     - 1982     GOOD             FLDNR
 AG7497  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7497
 AG7497                          STATION DESCRIPTION
 AG7497
 AG7497'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7497'IN TAMPA.
 AG7497'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7497'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS
 AG7497'ABOUT 0.1 MILE NORTH OF THE BRIDGE, 36 FEET NORTHEAST OF THE
 AG7497'CENTERLINE OF THE NORTHBOUND LANE, 7 FEET NORTHWEST OF THE
 AG7497'SOUTHEAST END OF THE CULVERT HEADWALL, AND 7 FEET SOUTHEAST OF THE
 AG7497'NORTHWEST END OF THE HEADWALL.
 AG7497'THE MARK IS 2 FT BELOW ROAD.
 AG7497
 AG7497                          STATION RECOVERY (2003)
 AG7497
 AG7497'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7497'MARK NOT FOUND. SITE LOCATED.  U.S. HWY BUSINESS 41 HAS BEEN
 AG7497'RECONSTRUCTED. THE NEW CULVERT AT THE SITE WAS INSTALLED WITH NO MARK.
 AG7497' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7501 ***********************************************************************
 AG7501  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7501  DESIGNATION -  872 6685 D TIDAL FLDT
 AG7501  PID         -  AG7501
 AG7501  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7501  USGS QUAD   -  TAMPA (1995)
 AG7501
 AG7501                         *CURRENT SURVEY CONTROL
 AG7501  ___________________________________________________________________
 AG7501* NAD 83(1986)-  27 56 03.     (N)    082 25 57.     (W)     SCALED    
 AG7501* NAVD 88     -         6.967  (meters)      22.86   (feet)  ADJUSTED  
 AG7501  ___________________________________________________________________
 AG7501  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7501  DYNAMIC HT  -           6.957 (meters)      22.82  (feet)  COMP
 AG7501  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AG7501
 AG7501  VERT ORDER  -  SECOND    CLASS I
 AG7501
 AG7501.The horizontal coordinates were scaled from a topographic map and have
 AG7501.an estimated accuracy of +/- 6 seconds.
 AG7501
 AG7501.The orthometric height was determined by differential leveling
 AG7501.and adjusted by the National Geodetic Survey in June 1991..
 AG7501
 AG7501.This Tidal Bench Mark is designated as VM 7496
 AG7501.by the Center for Operational Oceanographic Products and Services.
 AG7501
 AG7501.The geoid height was determined by GEOID03.
 AG7501
 AG7501.The dynamic height is computed by dividing the NAVD 88
 AG7501.geopotential number by the normal gravity value computed on the
 AG7501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7501.degrees latitude (g = 980.6199 gals.).
 AG7501
 AG7501.The modeled gravity was interpolated from observed gravity values.
 AG7501
 AG7501;                    North         East    Units  Estimated Accuracy
 AG7501;SPC FL W     -   398,990.      157,440.      MT  (+/- 180 meters Scaled)
 AG7501
 AG7501                          SUPERSEDED SURVEY CONTROL
 AG7501
 AG7501.No superseded survey control is available for this station.
 AG7501
 AG7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590907(NAD 83)
 AG7501_MARKER: DB = BENCH MARK DISK
 AG7501_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7501_SP_SET: CONCRETE RAILING
 AG7501_STAMPING: 6685 D
 AG7501_MARK LOGO: FLDT  
 AG7501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7501
 AG7501  HISTORY     - Date     Condition        Report By
 AG7501  HISTORY     - UNK      MONUMENTED       FLDT
 AG7501  HISTORY     - 1982     GOOD             FLDNR
 AG7501  HISTORY     - 20030927 GOOD             USPSQD
 AG7501
 AG7501                          STATION DESCRIPTION
 AG7501
 AG7501'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7501'IN TAMPA.
 AG7501'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7501'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS SET
 AG7501'IN THE NORTH CORNER OF THE NORTHBOUND BRIDGE, 22.5 FEET NORTHEAST
 AG7501'OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 5.5 FEET SOUTHEAST OF
 AG7501'THE NORTHWEST END OF THE BRIDGE RAIL.  THE MARK WAS STAMPED BY
 AG7501'FLDNR.
 AG7501'THE MARK IS 3 FT ABOVE ROAD.
 AG7501
 AG7501                          STATION RECOVERY (2003)
 AG7501
 AG7501'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7500 ***********************************************************************
 AG7500  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7500  DESIGNATION -  872 6685 E TIDAL FLDT
 AG7500  PID         -  AG7500
 AG7500  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7500  USGS QUAD   -  TAMPA (1995)
 AG7500
 AG7500                         *CURRENT SURVEY CONTROL
 AG7500  ___________________________________________________________________
 AG7500* NAD 83(1986)-  27 56 03.     (N)    082 25 57.     (W)     SCALED    
 AG7500* NAVD 88     -         6.897  (meters)      22.63   (feet)  ADJUSTED  
 AG7500  ___________________________________________________________________
 AG7500  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG7500  DYNAMIC HT  -           6.887 (meters)      22.60  (feet)  COMP
 AG7500  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AG7500
 AG7500  VERT ORDER  -  SECOND    CLASS I
 AG7500
 AG7500.The horizontal coordinates were scaled from a topographic map and have
 AG7500.an estimated accuracy of +/- 6 seconds.
 AG7500
 AG7500.The orthometric height was determined by differential leveling
 AG7500.and adjusted by the National Geodetic Survey in June 1991..
 AG7500
 AG7500.This Tidal Bench Mark is designated as VM 7497
 AG7500.by the Center for Operational Oceanographic Products and Services.
 AG7500
 AG7500.The geoid height was determined by GEOID03.
 AG7500
 AG7500.The dynamic height is computed by dividing the NAVD 88
 AG7500.geopotential number by the normal gravity value computed on the
 AG7500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7500.degrees latitude (g = 980.6199 gals.).
 AG7500
 AG7500.The modeled gravity was interpolated from observed gravity values.
 AG7500
 AG7500;                    North         East    Units  Estimated Accuracy
 AG7500;SPC FL W     -   398,990.      157,440.      MT  (+/- 180 meters Scaled)
 AG7500
 AG7500                          SUPERSEDED SURVEY CONTROL
 AG7500
 AG7500.No superseded survey control is available for this station.
 AG7500
 AG7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590907(NAD 83)
 AG7500_MARKER: DB = BENCH MARK DISK
 AG7500_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7500_SP_SET: CONCRETE RAILING
 AG7500_STAMPING: 6685 E
 AG7500_MARK LOGO: FLDT  
 AG7500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7500
 AG7500  HISTORY     - Date     Condition        Report By
 AG7500  HISTORY     - UNK      MONUMENTED       FLDT
 AG7500  HISTORY     - 1982     GOOD             FLDNR
 AG7500  HISTORY     - 20030927 GOOD             USPSQD
 AG7500
 AG7500                          STATION DESCRIPTION
 AG7500
 AG7500'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7500'IN TAMPA.
 AG7500'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7500'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS AT
 AG7500'THE WEST CORNER OF THE SOUTHBOUND BRIDGE, 22.5 FEET SOUTHWEST OF
 AG7500'THE CENTERLINE OF THE SOUTHBOUND LANE, AND 5.5 FEET SOUTHEAST OF
 AG7500'THE NORTHWEST END OF THE BRIDGE RAILING.  THE MARK WAS STAMPED BY
 AG7500'FLDNR.
 AG7500'THE MARK IS 3 FT ABOVE ROAD.
 AG7500
 AG7500                          STATION RECOVERY (2003)
 AG7500
 AG7500'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7509 ***********************************************************************
 AG7509  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7509  DESIGNATION -  872 6686 A TIDAL
 AG7509  PID         -  AG7509
 AG7509  STATE/COUNTY-  FL/PINELLAS
 AG7509  USGS QUAD   -  CLEARWATER (1987)
 AG7509
 AG7509                         *CURRENT SURVEY CONTROL
 AG7509  ___________________________________________________________________
 AG7509* NAD 83(1986)-  27 56 10.     (N)    082 50 22.     (W)     SCALED    
 AG7509* NAVD 88     -         1.315  (meters)       4.31   (feet)  ADJUSTED  
 AG7509  ___________________________________________________________________
 AG7509  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG7509  DYNAMIC HT  -           1.313 (meters)       4.31  (feet)  COMP
 AG7509  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 AG7509
 AG7509  VERT ORDER  -  SECOND    CLASS I
 AG7509
 AG7509.The horizontal coordinates were scaled from a topographic map and have
 AG7509.an estimated accuracy of +/- 6 seconds.
 AG7509
 AG7509.The orthometric height was determined by differential leveling
 AG7509.and adjusted by the National Geodetic Survey in June 1991..
 AG7509
 AG7509.This Tidal Bench Mark is designated as VM 7499
 AG7509.by the Center for Operational Oceanographic Products and Services.
 AG7509
 AG7509.The geoid height was determined by GEOID03.
 AG7509
 AG7509.The dynamic height is computed by dividing the NAVD 88
 AG7509.geopotential number by the normal gravity value computed on the
 AG7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7509.degrees latitude (g = 980.6199 gals.).
 AG7509
 AG7509.The modeled gravity was interpolated from observed gravity values.
 AG7509
 AG7509;                    North         East    Units  Estimated Accuracy
 AG7509;SPC FL W     -   399,410.      117,390.      MT  (+/- 180 meters Scaled)
 AG7509
 AG7509                          SUPERSEDED SURVEY CONTROL
 AG7509
 AG7509  NGVD 29 (??/??/92)    1.578  (m)            5.18   (f) ADJ UNCH    2 1
 AG7509
 AG7509.Superseded values are not recommended for survey control.
 AG7509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7509.See file dsdata.txt to determine how the superseded data were derived.
 AG7509
 AG7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL190914(NAD 83)
 AG7509_MARKER: DJ = TIDAL STATION DISK
 AG7509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7509_SP_SET: COPPER-CLAD STEEL ROD
 AG7509_STAMPING: 6686 A 1976
 AG7509_MARK LOGO: NOS   
 AG7509_PROJECTION: RECESSED 20 CENTIMETERS
 AG7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7509_ROD/PIPE-DEPTH: 12.2 meters
 AG7509
 AG7509  HISTORY     - Date     Condition        Report By
 AG7509  HISTORY     - 1976     MONUMENTED       NOS
 AG7509  HISTORY     - 1982     GOOD             FLDNR
 AG7509  HISTORY     - 19960205 MARK NOT FOUND   USPSQD
 AG7509
 AG7509                          STATION DESCRIPTION
 AG7509
 AG7509'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7509'IN BELLEAIR BEACH.
 AG7509'BEGIN AT THE JUNCTION OF STATE ROAD 686 (BELLEAIR CAUSEWAY
 AG7509'BOULEVARD) WITH STATE ROAD 699 (GULF BOULEVARD), GO 1.3 MILES NORTH
 AG7509'ON GULF BOULEVARD TO THE MARK.  THE MARK BEARS 36 FEET EAST OF THE
 AG7509'CENTERLINE OF GULF BOULEVARD, 69.7 FEET WEST OF THE NORTHWEST
 AG7509'CORNER OF THE OFFICE FOR THE BELLEAIR BEACH YACHT CLUB, 39 FEET
 AG7509'NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, AND 1.6 FEET WEST OF
 AG7509'POWER POLE 3523 WITH WITNESS SIGN ATTACHED.
 AG7509
 AG7509                          STATION RECOVERY (1996)
 AG7509
 AG7509'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7508 ***********************************************************************
 AG7508  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7508  DESIGNATION -  872 6686 B TIDAL
 AG7508  PID         -  AG7508
 AG7508  STATE/COUNTY-  FL/PINELLAS
 AG7508  USGS QUAD   -  CLEARWATER (1987)
 AG7508
 AG7508                         *CURRENT SURVEY CONTROL
 AG7508  ___________________________________________________________________
 AG7508* NAD 83(1986)-  27 56 14.     (N)    082 50 22.     (W)     SCALED    
 AG7508* NAVD 88     -         1.714  (meters)       5.62   (feet)  ADJUSTED  
 AG7508  ___________________________________________________________________
 AG7508  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG7508  DYNAMIC HT  -           1.711 (meters)       5.61  (feet)  COMP
 AG7508  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AG7508
 AG7508  VERT ORDER  -  SECOND    CLASS I
 AG7508
 AG7508.The horizontal coordinates were scaled from a topographic map and have
 AG7508.an estimated accuracy of +/- 6 seconds.
 AG7508
 AG7508.The orthometric height was determined by differential leveling
 AG7508.and adjusted by the National Geodetic Survey in June 1991..
 AG7508
 AG7508.This Tidal Bench Mark is designated as VM 7500
 AG7508.by the Center for Operational Oceanographic Products and Services.
 AG7508
 AG7508.The geoid height was determined by GEOID03.
 AG7508
 AG7508.The dynamic height is computed by dividing the NAVD 88
 AG7508.geopotential number by the normal gravity value computed on the
 AG7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7508.degrees latitude (g = 980.6199 gals.).
 AG7508
 AG7508.The modeled gravity was interpolated from observed gravity values.
 AG7508
 AG7508;                    North         East    Units  Estimated Accuracy
 AG7508;SPC FL W     -   399,540.      117,390.      MT  (+/- 180 meters Scaled)
 AG7508
 AG7508                          SUPERSEDED SURVEY CONTROL
 AG7508
 AG7508  NGVD 29 (??/??/92)    1.977  (m)            6.49   (f) ADJ UNCH    2 1
 AG7508
 AG7508.Superseded values are not recommended for survey control.
 AG7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7508.See file dsdata.txt to determine how the superseded data were derived.
 AG7508
 AG7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL190916(NAD 83)
 AG7508_MARKER: DJ = TIDAL STATION DISK
 AG7508_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7508_SP_SET: COPPER-CLAD STEEL ROD
 AG7508_STAMPING: 6686 B 1976
 AG7508_MARK LOGO: NOS   
 AG7508_PROJECTION: RECESSED 30 CENTIMETERS
 AG7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7508_ROD/PIPE-DEPTH: 12.2 meters
 AG7508
 AG7508  HISTORY     - Date     Condition        Report By
 AG7508  HISTORY     - 1976     MONUMENTED       NOS
 AG7508  HISTORY     - 1982     GOOD             FLDNR
 AG7508  HISTORY     - 19960205 GOOD             USPSQD
 AG7508
 AG7508                          STATION DESCRIPTION
 AG7508
 AG7508'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7508'IN BELLEAIR BEACH.
 AG7508'BEGIN AT THE JUNCTION OF STATE ROAD 686 (BELLEAIR CAUSEWAY
 AG7508'BOULEVARD) WITH STATE ROAD 699 (GULF BOULEVARD), GO 1.4 MILES NORTH
 AG7508'ON GULF BOULEVARD TO THE MARK.  THE MARK BEARS 29.6 FEET WEST OF
 AG7508'THE CENTERLINE OF GULF BOULEVARD, 0.1 MILE NORTH OF THE BELLEAIR
 AG7508'BEACH YACHT CLUB, AND 1.0 FOOT NORTHWEST OF POWER POLE 110110.
 AG7508'THE MARK IS 0.7 FT  E FROM A WITNESS POST.
 AG7508
 AG7508                          STATION RECOVERY (1996)
 AG7508
 AG7508'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7507 ***********************************************************************
 AG7507  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7507  DESIGNATION -  872 6686 C TIDAL
 AG7507  PID         -  AG7507
 AG7507  STATE/COUNTY-  FL/PINELLAS
 AG7507  USGS QUAD   -  CLEARWATER (1987)
 AG7507
 AG7507                         *CURRENT SURVEY CONTROL
 AG7507  ___________________________________________________________________
 AG7507* NAD 83(1986)-  27 56 22.     (N)    082 50 17.     (W)     SCALED    
 AG7507* NAVD 88     -         1.226  (meters)       4.02   (feet)  ADJUSTED  
 AG7507  ___________________________________________________________________
 AG7507  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG7507  DYNAMIC HT  -           1.224 (meters)       4.02  (feet)  COMP
 AG7507  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AG7507
 AG7507  VERT ORDER  -  SECOND    CLASS I
 AG7507
 AG7507.The horizontal coordinates were scaled from a topographic map and have
 AG7507.an estimated accuracy of +/- 6 seconds.
 AG7507
 AG7507.The orthometric height was determined by differential leveling
 AG7507.and adjusted by the National Geodetic Survey in June 1991..
 AG7507
 AG7507.This Tidal Bench Mark is designated as VM 7501
 AG7507.by the Center for Operational Oceanographic Products and Services.
 AG7507
 AG7507.The geoid height was determined by GEOID03.
 AG7507
 AG7507.The dynamic height is computed by dividing the NAVD 88
 AG7507.geopotential number by the normal gravity value computed on the
 AG7507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7507.degrees latitude (g = 980.6199 gals.).
 AG7507
 AG7507.The modeled gravity was interpolated from observed gravity values.
 AG7507
 AG7507;                    North         East    Units  Estimated Accuracy
 AG7507;SPC FL W     -   399,780.      117,520.      MT  (+/- 180 meters Scaled)
 AG7507
 AG7507                          SUPERSEDED SURVEY CONTROL
 AG7507
 AG7507  NGVD 29 (??/??/92)    1.489  (m)            4.89   (f) ADJ UNCH    2 1
 AG7507
 AG7507.Superseded values are not recommended for survey control.
 AG7507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7507.See file dsdata.txt to determine how the superseded data were derived.
 AG7507
 AG7507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL191918(NAD 83)
 AG7507_MARKER: DJ = TIDAL STATION DISK
 AG7507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7507_SP_SET: COPPER-CLAD STEEL ROD
 AG7507_STAMPING: 6686 C 1976
 AG7507_MARK LOGO: NOS   
 AG7507_PROJECTION: FLUSH
 AG7507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7507_ROD/PIPE-DEPTH: 12.2 meters
 AG7507
 AG7507  HISTORY     - Date     Condition        Report By
 AG7507  HISTORY     - 1976     MONUMENTED       NOS
 AG7507  HISTORY     - 1982     GOOD             FLDNR
 AG7507  HISTORY     - 19960205 MARK NOT FOUND   USPSQD
 AG7507
 AG7507                          STATION DESCRIPTION
 AG7507
 AG7507'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7507'IN BELLEAIR BEACH.
 AG7507'BEGIN AT THE JUNCTION OF STATE ROAD 686 (BELLEAIR CAUSEWAY
 AG7507'BOULEVARD) WITH STATE ROAD 699 (GULF BOULEVARD), GO 1.5 MILES NORTH
 AG7507'ON GULF BOULEVARD TO THE MARK.  THE MARK BEARS 48.3 FEET WEST OF
 AG7507'THE CENTERLINE OF GULF BOULEVARD, 75 FEET SOUTHEAST OF THE
 AG7507'SOUTHEAST CORNER OF THE BELLEVIEW BILTMORE CABANA CLUB, AND 1.2 FEET
 AG7507'SOUTH OF A POWER POLE.
 AG7507'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AG7507
 AG7507                          STATION RECOVERY (1996)
 AG7507
 AG7507'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7447 ***********************************************************************
 AG7447  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7447  DESIGNATION -  872 6687 A TIDAL
 AG7447  PID         -  AG7447
 AG7447  STATE/COUNTY-  FL/PINELLAS
 AG7447  USGS QUAD   -  SAFETY HARBOR (1956)
 AG7447
 AG7447                         *CURRENT SURVEY CONTROL
 AG7447  ___________________________________________________________________
 AG7447* NAD 83(1986)-  27 56 11.     (N)    082 43 49.     (W)     SCALED    
 AG7447* NAVD 88     -         1.008  (meters)       3.31   (feet)  ADJUSTED  
 AG7447  ___________________________________________________________________
 AG7447  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7447  DYNAMIC HT  -           1.006 (meters)       3.30  (feet)  COMP
 AG7447  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AG7447
 AG7447  VERT ORDER  -  SECOND    CLASS I
 AG7447
 AG7447.The horizontal coordinates were scaled from a topographic map and have
 AG7447.an estimated accuracy of +/- 6 seconds.
 AG7447
 AG7447.The orthometric height was determined by differential leveling
 AG7447.and adjusted by the National Geodetic Survey in June 1991..
 AG7447
 AG7447.This Tidal Bench Mark is designated as VM 7504
 AG7447.by the Center for Operational Oceanographic Products and Services.
 AG7447
 AG7447.The geoid height was determined by GEOID03.
 AG7447
 AG7447.The dynamic height is computed by dividing the NAVD 88
 AG7447.geopotential number by the normal gravity value computed on the
 AG7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7447.degrees latitude (g = 980.6199 gals.).
 AG7447
 AG7447.The modeled gravity was interpolated from observed gravity values.
 AG7447
 AG7447;                    North         East    Units  Estimated Accuracy
 AG7447;SPC FL W     -   399,380.      128,130.      MT  (+/- 180 meters Scaled)
 AG7447
 AG7447                          SUPERSEDED SURVEY CONTROL
 AG7447
 AG7447  NGVD 29 (??/??/92)    1.270  (m)            4.17   (f) ADJ UNCH    2 1
 AG7447
 AG7447.Superseded values are not recommended for survey control.
 AG7447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7447.See file dsdata.txt to determine how the superseded data were derived.
 AG7447
 AG7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297913(NAD 83)
 AG7447_MARKER: DJ = TIDAL STATION DISK
 AG7447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7447_SP_SET: CONCRETE SEAWALL
 AG7447_STAMPING: 6687 A 1976
 AG7447_MARK LOGO: NOS   
 AG7447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7447+STABILITY: SURFACE MOTION
 AG7447
 AG7447  HISTORY     - Date     Condition        Report By
 AG7447  HISTORY     - 1976     MONUMENTED       NOS
 AG7447  HISTORY     - 1982     GOOD             FLDNR
 AG7447
 AG7447                          STATION DESCRIPTION
 AG7447
 AG7447'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7447'IN CLEARWATER.
 AG7447'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60, GO
 AG7447'1.7 MILES SOUTH ON U.S. 19 TO THE GULFWIND MARINA.  THE MARK IS SET
 AG7447'IN THE NORTH SEAWALL OF THE MARINA ALONG THE SOUTH SIDE OF ALLEN
 AG7447'CREEK, 7.6 FEET NORTHWEST OF A GAS PUMP, 4 FEET WEST OF THE EAST
 AG7447'FENCE GATE POST, AND BETWEEN SUPPORTS FOR THE RAMP TO THE
 AG7447'FLOATING DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7446 ***********************************************************************
 AG7446  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7446  DESIGNATION -  872 6687 F TIDAL FLDT
 AG7446  PID         -  AG7446
 AG7446  STATE/COUNTY-  FL/PINELLAS
 AG7446  USGS QUAD   -  SAFETY HARBOR (1956)
 AG7446
 AG7446                         *CURRENT SURVEY CONTROL
 AG7446  ___________________________________________________________________
 AG7446* NAD 83(1986)-  27 56 11.     (N)    082 43 49.     (W)     SCALED    
 AG7446* NAVD 88     -         2.912  (meters)       9.55   (feet)  ADJUSTED  
 AG7446  ___________________________________________________________________
 AG7446  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7446  DYNAMIC HT  -           2.908 (meters)       9.54  (feet)  COMP
 AG7446  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AG7446
 AG7446  VERT ORDER  -  SECOND    CLASS I
 AG7446
 AG7446.The horizontal coordinates were scaled from a topographic map and have
 AG7446.an estimated accuracy of +/- 6 seconds.
 AG7446
 AG7446.The orthometric height was determined by differential leveling
 AG7446.and adjusted by the National Geodetic Survey in June 1991..
 AG7446
 AG7446.This Tidal Bench Mark is designated as VM 7510
 AG7446.by the Center for Operational Oceanographic Products and Services.
 AG7446
 AG7446.The geoid height was determined by GEOID03.
 AG7446
 AG7446.The dynamic height is computed by dividing the NAVD 88
 AG7446.geopotential number by the normal gravity value computed on the
 AG7446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7446.degrees latitude (g = 980.6199 gals.).
 AG7446
 AG7446.The modeled gravity was interpolated from observed gravity values.
 AG7446
 AG7446;                    North         East    Units  Estimated Accuracy
 AG7446;SPC FL W     -   399,380.      128,130.      MT  (+/- 180 meters Scaled)
 AG7446
 AG7446                          SUPERSEDED SURVEY CONTROL
 AG7446
 AG7446  NGVD 29 (??/??/92)    3.175  (m)           10.42   (f) ADJ UNCH    2 1
 AG7446
 AG7446.Superseded values are not recommended for survey control.
 AG7446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7446.See file dsdata.txt to determine how the superseded data were derived.
 AG7446
 AG7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297913(NAD 83)
 AG7446_MARKER: DB = BENCH MARK DISK
 AG7446_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7446_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AG7446_STAMPING: 6687 F
 AG7446_MARK LOGO: FLDT  
 AG7446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7446+STABILITY: SURFACE MOTION
 AG7446
 AG7446  HISTORY     - Date     Condition        Report By
 AG7446  HISTORY     - UNK      MONUMENTED       FLDT
 AG7446  HISTORY     - 1982     GOOD             FLDNR
 AG7446
 AG7446                          STATION DESCRIPTION
 AG7446
 AG7446'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7446'IN CLEARWATER.
 AG7446'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60, GO
 AG7446'1.7 MILES SOUTH ON U.S. 19 TO THE MARK.  THE MARK IS SET AT THE
 AG7446'SOUTHEAST CORNER OF THE ALLEN CREEK BRIDGE IN THE TOP OF THE
 AG7446'GUARDRAIL, 61.6 FEET EAST OF THE WEST EDGE OF THE HIGHWAY MEDIAN,
 AG7446'AND 0.8 FOOT NORTH OF THE SOUTH END OF THE GUARDRAIL.
 AG7446'THE MARK IS 3 FT ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7445 ***********************************************************************
 AG7445  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7445  DESIGNATION -  872 6687 G TIDAL FLDT
 AG7445  PID         -  AG7445
 AG7445  STATE/COUNTY-  FL/PINELLAS
 AG7445  USGS QUAD   -  SAFETY HARBOR (1956)
 AG7445
 AG7445                         *CURRENT SURVEY CONTROL
 AG7445  ___________________________________________________________________
 AG7445* NAD 83(1986)-  27 56 11.     (N)    082 43 49.     (W)     SCALED    
 AG7445* NAVD 88     -         2.889  (meters)       9.48   (feet)  ADJUSTED  
 AG7445  ___________________________________________________________________
 AG7445  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG7445  DYNAMIC HT  -           2.885 (meters)       9.47  (feet)  COMP
 AG7445  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AG7445
 AG7445  VERT ORDER  -  SECOND    CLASS I
 AG7445
 AG7445.The horizontal coordinates were scaled from a topographic map and have
 AG7445.an estimated accuracy of +/- 6 seconds.
 AG7445
 AG7445.The orthometric height was determined by differential leveling
 AG7445.and adjusted by the National Geodetic Survey in June 1991..
 AG7445
 AG7445.This Tidal Bench Mark is designated as VM 7509
 AG7445.by the Center for Operational Oceanographic Products and Services.
 AG7445
 AG7445.The geoid height was determined by GEOID03.
 AG7445
 AG7445.The dynamic height is computed by dividing the NAVD 88
 AG7445.geopotential number by the normal gravity value computed on the
 AG7445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7445.degrees latitude (g = 980.6199 gals.).
 AG7445
 AG7445.The modeled gravity was interpolated from observed gravity values.
 AG7445
 AG7445;                    North         East    Units  Estimated Accuracy
 AG7445;SPC FL W     -   399,380.      128,130.      MT  (+/- 180 meters Scaled)
 AG7445
 AG7445                          SUPERSEDED SURVEY CONTROL
 AG7445
 AG7445  NGVD 29 (??/??/92)    3.151  (m)           10.34   (f) ADJ UNCH    2 1
 AG7445
 AG7445.Superseded values are not recommended for survey control.
 AG7445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7445.See file dsdata.txt to determine how the superseded data were derived.
 AG7445
 AG7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297913(NAD 83)
 AG7445_MARKER: DB = BENCH MARK DISK
 AG7445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7445_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AG7445_STAMPING: 6687 G
 AG7445_MARK LOGO: FLDT  
 AG7445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7445+STABILITY: SURFACE MOTION
 AG7445
 AG7445  HISTORY     - Date     Condition        Report By
 AG7445  HISTORY     - UNK      MONUMENTED       FLDT
 AG7445  HISTORY     - 1982     GOOD             FLDNR
 AG7445
 AG7445                          STATION DESCRIPTION
 AG7445
 AG7445'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7445'IN CLEARWATER.
 AG7445'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60, GO
 AG7445'1.7 MILES SOUTH ON U.S. 19 TO THE MARK.  THE MARK IS SET IN THE TOP
 AG7445'OF THE GUARDRAIL AT THE NORTHWEST CORNER OF THE ALLEN CREEK BRIDGE,
 AG7445'49.35 FEET WEST OF THE WEST EDGE OF THE HIGHWAY MEDIAN, AND 1 FOOT
 AG7445'SOUTH OF THE NORTH END OF THE GUARDRAIL.
 AG7445'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7494 ***********************************************************************
 AG7494  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7494  DESIGNATION -  872 6688 A TIDAL
 AG7494  PID         -  AG7494
 AG7494  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7494  USGS QUAD   -  TAMPA (1995)
 AG7494
 AG7494                         *CURRENT SURVEY CONTROL
 AG7494  ___________________________________________________________________
 AG7494* NAD 83(1986)-  27 55 57.     (N)    082 26 45.     (W)     SCALED    
 AG7494* NAVD 88     -         2.589  (meters)       8.49   (feet)  ADJUSTED  
 AG7494  ___________________________________________________________________
 AG7494  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG7494  DYNAMIC HT  -           2.586 (meters)       8.48  (feet)  COMP
 AG7494  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AG7494
 AG7494  VERT ORDER  -  SECOND    CLASS I
 AG7494
 AG7494.The horizontal coordinates were scaled from a topographic map and have
 AG7494.an estimated accuracy of +/- 6 seconds.
 AG7494
 AG7494.The orthometric height was determined by differential leveling
 AG7494.and adjusted by the National Geodetic Survey in June 1991..
 AG7494
 AG7494.This Tidal Bench Mark is designated as VM 10692
 AG7494.by the Center for Operational Oceanographic Products and Services.
 AG7494
 AG7494.The geoid height was determined by GEOID03.
 AG7494
 AG7494.The dynamic height is computed by dividing the NAVD 88
 AG7494.geopotential number by the normal gravity value computed on the
 AG7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7494.degrees latitude (g = 980.6199 gals.).
 AG7494
 AG7494.The modeled gravity was interpolated from observed gravity values.
 AG7494
 AG7494;                    North         East    Units  Estimated Accuracy
 AG7494;SPC FL W     -   398,810.      156,120.      MT  (+/- 180 meters Scaled)
 AG7494
 AG7494                          SUPERSEDED SURVEY CONTROL
 AG7494
 AG7494.No superseded survey control is available for this station.
 AG7494
 AG7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL577905(NAD 83)
 AG7494_MARKER: DJ = TIDAL STATION DISK
 AG7494_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7494+WITH SETTING: PAVEMENT
 AG7494_SP_SET: CONCRETE DOCK
 AG7494_STAMPING: 6688 A 1976
 AG7494_MARK LOGO: NOS   
 AG7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7494+STABILITY: SURFACE MOTION
 AG7494
 AG7494  HISTORY     - Date     Condition        Report By
 AG7494  HISTORY     - 1976     MONUMENTED       NOS
 AG7494  HISTORY     - 1982     GOOD             FLDNR
 AG7494
 AG7494                          STATION DESCRIPTION
 AG7494
 AG7494'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7494'IN TAMPA.
 AG7494'BEGIN AT THE JUNCTION OF MARITIME BOULEVARD WITH U.S. BUSINESS 41
 AG7494'(22ND STREET), GO 0.5 MILE SOUTHWEST ON MARITIME BOULEVARD TO THE
 AG7494'ENTRANCE TO THE FINA OIL COMPANY FACILITY, GO WEST ON THE ENTRANCE
 AG7494'ROAD TO ITS END AT THE FINA OIL COMPANY DOCK AND THE MARK VICINITY.
 AG7494'THE MARK BEARS 1.5 FEET WEST FROM THE SOUTHWEST CORNER OF THE
 AG7494'NORTHERNMOST WAREHOUSE, 21 FEET EAST-NORTHEAST OF THE NORTHWEST
 AG7494'CORNER OF THE SOUTHERNMOST WAREHOUSE, AND 49 FEET EAST OF THE WEST
 AG7494'EDGE OF THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7493 ***********************************************************************
 AG7493  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7493  DESIGNATION -  872 6688 B TIDAL
 AG7493  PID         -  AG7493
 AG7493  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7493  USGS QUAD   -  TAMPA (1995)
 AG7493
 AG7493                         *CURRENT SURVEY CONTROL
 AG7493  ___________________________________________________________________
 AG7493* NAD 83(1986)-  27 55 57.     (N)    082 26 42.     (W)     SCALED    
 AG7493* NAVD 88     -         2.610  (meters)       8.56   (feet)  ADJUSTED  
 AG7493  ___________________________________________________________________
 AG7493  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7493  DYNAMIC HT  -           2.606 (meters)       8.55  (feet)  COMP
 AG7493  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AG7493
 AG7493  VERT ORDER  -  SECOND    CLASS I
 AG7493
 AG7493.The horizontal coordinates were scaled from a topographic map and have
 AG7493.an estimated accuracy of +/- 6 seconds.
 AG7493
 AG7493.The orthometric height was determined by differential leveling
 AG7493.and adjusted by the National Geodetic Survey in June 1991..
 AG7493
 AG7493.This Tidal Bench Mark is designated as VM 10693
 AG7493.by the Center for Operational Oceanographic Products and Services.
 AG7493
 AG7493.The geoid height was determined by GEOID03.
 AG7493
 AG7493.The dynamic height is computed by dividing the NAVD 88
 AG7493.geopotential number by the normal gravity value computed on the
 AG7493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7493.degrees latitude (g = 980.6199 gals.).
 AG7493
 AG7493.The modeled gravity was interpolated from observed gravity values.
 AG7493
 AG7493;                    North         East    Units  Estimated Accuracy
 AG7493;SPC FL W     -   398,810.      156,200.      MT  (+/- 180 meters Scaled)
 AG7493
 AG7493                          SUPERSEDED SURVEY CONTROL
 AG7493
 AG7493.No superseded survey control is available for this station.
 AG7493
 AG7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL578905(NAD 83)
 AG7493_MARKER: DJ = TIDAL STATION DISK
 AG7493_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7493+WITH SETTING: PAVEMENT
 AG7493_SP_SET: CONCRETE PLATFORM
 AG7493_STAMPING: 6688 B 1976
 AG7493_MARK LOGO: NOS   
 AG7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7493+STABILITY: SURFACE MOTION
 AG7493
 AG7493  HISTORY     - Date     Condition        Report By
 AG7493  HISTORY     - 1976     MONUMENTED       NOS
 AG7493  HISTORY     - 1982     GOOD             FLDNR
 AG7493  HISTORY     - 1990     GOOD             USPSQD
 AG7493
 AG7493                          STATION DESCRIPTION
 AG7493
 AG7493'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7493'IN TAMPA.
 AG7493'BEGIN AT THE JUNCTION OF MARITIME BOULEVARD WITH U.S. BUSINESS 41
 AG7493'(22ND STREET), GO 0.5 MILE SOUTHWEST ON MARITIME BOULEVARD TO THE
 AG7493'ENTRANCE TO THE FINA OIL COMPANY FACILITY, GO WEST ON THE ENTRANCE
 AG7493'ROAD TO ITS END AT THE FINA OIL COMPANY DOCK AND THE MARK VICINITY.
 AG7493'THE MARK BEARS 52 FEET EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 AG7493'THE NORTHERNMOST WAREHOUSE, 49 FEET EAST OF THE NORTHEAST CORNER OF
 AG7493'THE SOUTHERNMOST WAREHOUSE, 0.6 FOOT NORTH FROM THE SOUTH SIDE OF
 AG7493'THE EAST/WEST RAMP TO THE WAREHOUSES, AND 25 FEET WEST OF THE
 AG7493'SOUTHEAST CORNER OF THE RAMP.
 AG7493'THE MARK IS 3 FT ABOVE GROUND.
 AG7493
 AG7493                          STATION RECOVERY (1990)
 AG7493
 AG7493'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AG7493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7492 ***********************************************************************
 AG7492  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7492  DESIGNATION -  872 6688 C TIDAL
 AG7492  PID         -  AG7492
 AG7492  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7492  USGS QUAD   -  TAMPA (1995)
 AG7492
 AG7492                         *CURRENT SURVEY CONTROL
 AG7492  ___________________________________________________________________
 AG7492* NAD 83(1986)-  27 55 56.     (N)    082 26 41.     (W)     SCALED    
 AG7492* NAVD 88     -         1.764  (meters)       5.79   (feet)  ADJUSTED  
 AG7492  ___________________________________________________________________
 AG7492  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7492  DYNAMIC HT  -           1.761 (meters)       5.78  (feet)  COMP
 AG7492  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 AG7492
 AG7492  VERT ORDER  -  SECOND    CLASS I
 AG7492
 AG7492.The horizontal coordinates were scaled from a topographic map and have
 AG7492.an estimated accuracy of +/- 6 seconds.
 AG7492
 AG7492.The orthometric height was determined by differential leveling
 AG7492.and adjusted by the National Geodetic Survey in June 1991..
 AG7492
 AG7492.This Tidal Bench Mark is designated as VM 10694
 AG7492.by the Center for Operational Oceanographic Products and Services.
 AG7492
 AG7492.The geoid height was determined by GEOID03.
 AG7492
 AG7492.The dynamic height is computed by dividing the NAVD 88
 AG7492.geopotential number by the normal gravity value computed on the
 AG7492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7492.degrees latitude (g = 980.6199 gals.).
 AG7492
 AG7492.The modeled gravity was interpolated from observed gravity values.
 AG7492
 AG7492;                    North         East    Units  Estimated Accuracy
 AG7492;SPC FL W     -   398,780.      156,230.      MT  (+/- 180 meters Scaled)
 AG7492
 AG7492                          SUPERSEDED SURVEY CONTROL
 AG7492
 AG7492.No superseded survey control is available for this station.
 AG7492
 AG7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL578905(NAD 83)
 AG7492_MARKER: DJ = TIDAL STATION DISK
 AG7492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7492_SP_SET: CONCRETE CULVERT HEADWALL
 AG7492_STAMPING: 6688 C 1976
 AG7492_MARK LOGO: NOS   
 AG7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7492+STABILITY: SURFACE MOTION
 AG7492
 AG7492  HISTORY     - Date     Condition        Report By
 AG7492  HISTORY     - 1976     MONUMENTED       NOS
 AG7492  HISTORY     - 1982     GOOD             FLDNR
 AG7492  HISTORY     - 1990     GOOD             USPSQD
 AG7492
 AG7492                          STATION DESCRIPTION
 AG7492
 AG7492'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7492'IN TAMPA.
 AG7492'BEGIN AT THE JUNCTION OF MARITIME BOULEVARD WITH U.S. BUSINESS 41
 AG7492'(22ND STREET), GO 0.5 MILE SOUTHWEST ON MARITIME BOULEVARD TO THE
 AG7492'ENTRANCE TO THE FINA OIL COMPANY FACILITY, GO WEST ON THE ENTRANCE
 AG7492'ROAD TO ITS END AT THE FINA OIL COMPANY DOCK AND THE MARK VICINITY.
 AG7492'THE MARK IS SET IN THE TOP OF THE NORTH HEADWALL OF A DRAINAGE
 AG7492'DITCH CULVERT EAST OF THE DOCK WAREHOUSES, 20 FEET NORTH OF THE
 AG7492'CENTERLINE OF THE ENTRANCE ROAD, 2.5 FEET EAST OF THE WEST END OF
 AG7492'THE HEADWALL, AND 25 FEET WEST OF LIGHT POLE L867.
 AG7492'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7492
 AG7492                          STATION RECOVERY (1990)
 AG7492
 AG7492'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AG7492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9421 ***********************************************************************
 AG9421  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9421  DESIGNATION -  872 6689 A TIDAL
 AG9421  PID         -  AG9421
 AG9421  STATE/COUNTY-  FL/PINELLAS
 AG9421  USGS QUAD   -  SAFETY HARBOR (1956)
 AG9421
 AG9421                         *CURRENT SURVEY CONTROL
 AG9421  ___________________________________________________________________
 AG9421* NAD 83(1986)-  27 56 24.     (N)    082 43 47.     (W)     SCALED    
 AG9421* NAVD 88     -         2.747  (meters)       9.01   (feet)  ADJUSTED  
 AG9421  ___________________________________________________________________
 AG9421  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG9421  DYNAMIC HT  -           2.743 (meters)       9.00  (feet)  COMP
 AG9421  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AG9421
 AG9421  VERT ORDER  -  SECOND    CLASS I
 AG9421
 AG9421.The horizontal coordinates were scaled from a topographic map and have
 AG9421.an estimated accuracy of +/- 6 seconds.
 AG9421
 AG9421.The orthometric height was determined by differential leveling
 AG9421.and adjusted by the National Geodetic Survey in March 1995..
 AG9421
 AG9421.This Tidal Bench Mark is designated as VM 11367
 AG9421.by the Center for Operational Oceanographic Products and Services.
 AG9421
 AG9421.The geoid height was determined by GEOID03.
 AG9421
 AG9421.The dynamic height is computed by dividing the NAVD 88
 AG9421.geopotential number by the normal gravity value computed on the
 AG9421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9421.degrees latitude (g = 980.6199 gals.).
 AG9421
 AG9421.The modeled gravity was interpolated from observed gravity values.
 AG9421
 AG9421;                    North         East    Units  Estimated Accuracy
 AG9421;SPC FL W     -   399,780.      128,190.      MT  (+/- 180 meters Scaled)
 AG9421
 AG9421                          SUPERSEDED SURVEY CONTROL
 AG9421
 AG9421.No superseded survey control is available for this station.
 AG9421
 AG9421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298917(NAD 83)
 AG9421_MARKER: I = METAL ROD
 AG9421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9421_SP_SET: STAINLESS STEEL ROD
 AG9421_STAMPING: 6689 A 1990
 AG9421_MARK LOGO: NOS   
 AG9421_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9421+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9421
 AG9421  HISTORY     - Date     Condition        Report By
 AG9421  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9421
 AG9421                          STATION DESCRIPTION
 AG9421
 AG9421'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9421'THE BENCH MARK IS LOCATED AT THE BAY ARISTOCRAT TRAILER PARK IN
 AG9421'CLEARWATER, PINELLAS COUNTY FLORIDA.  TO REACH THE MARK FROM THE
 AG9421'INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60 (GULF-TO-BAY
 AG9421'BOULEVARD), GO SOUTH ON U.S. HIGHWAY 19 FOR 1.2 MI (1.93 KM) TO THE
 AG9421'TRAILER PARK ON THE LEFT AND THE MARK NEAR THE ENTRANCE.  THE MARK IS
 AG9421'LOCATED 21.9 FT (6.68 M) SOUTH OF THE CENTER LINE OF THE PAVED
 AG9421'ENTRANCE ROAD OF THE TRAILER PARK, 31.7 FT (9.66 M) EAST OF THE SOUTH
 AG9421'CONCRETE ENTRANCE WALL, 46.0 FT (14.02 M) SOUTHWEST OF A 4.0 FT (1.22
 AG9421'M) DRIVEWAY LIGHT POLE AND 1.7 FT (0.52 M) NORTH OF A WOODEN FENCE
 AG9421'AND A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6376 ***********************************************************************
 AG6376  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6376  DESIGNATION -  872 6689 TIDAL 1
 AG6376  PID         -  AG6376
 AG6376  STATE/COUNTY-  FL/PINELLAS
 AG6376  USGS QUAD   -  SAFETY HARBOR (1956)
 AG6376
 AG6376                         *CURRENT SURVEY CONTROL
 AG6376  ___________________________________________________________________
 AG6376* NAD 83(1986)-  27 56 30.     (N)    082 43 16.     (W)     SCALED    
 AG6376* NAVD 88     -         1.547  (meters)       5.08   (feet)  ADJUSTED  
 AG6376  ___________________________________________________________________
 AG6376  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG6376  DYNAMIC HT  -           1.545 (meters)       5.07  (feet)  COMP
 AG6376  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AG6376
 AG6376  VERT ORDER  -  SECOND    CLASS I
 AG6376
 AG6376.The horizontal coordinates were scaled from a topographic map and have
 AG6376.an estimated accuracy of +/- 6 seconds.
 AG6376
 AG6376.The orthometric height was determined by differential leveling
 AG6376.and adjusted by the National Geodetic Survey in June 1991..
 AG6376
 AG6376.This Tidal Bench Mark is designated as VM 11365
 AG6376.by the Center for Operational Oceanographic Products and Services.
 AG6376
 AG6376.The geoid height was determined by GEOID03.
 AG6376
 AG6376.The dynamic height is computed by dividing the NAVD 88
 AG6376.geopotential number by the normal gravity value computed on the
 AG6376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6376.degrees latitude (g = 980.6199 gals.).
 AG6376
 AG6376.The modeled gravity was interpolated from observed gravity values.
 AG6376
 AG6376;                    North         East    Units  Estimated Accuracy
 AG6376;SPC FL W     -   399,950.      129,040.      MT  (+/- 180 meters Scaled)
 AG6376
 AG6376                          SUPERSEDED SURVEY CONTROL
 AG6376
 AG6376  NGVD 29 (??/??/92)    1.810  (m)            5.94   (f) ADJ UNCH    2 1
 AG6376
 AG6376.Superseded values are not recommended for survey control.
 AG6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6376.See file dsdata.txt to determine how the superseded data were derived.
 AG6376
 AG6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL306919(NAD 83)
 AG6376_MARKER: DB = BENCH MARK DISK
 AG6376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6376_SP_SET: COPPER-CLAD STEEL ROD
 AG6376_STAMPING: NO 1 1975
 AG6376_MARK LOGO: NOS   
 AG6376_PROJECTION: FLUSH
 AG6376_MAGNETIC: I = MARKER IS A STEEL ROD
 AG6376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6376+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1990
 AG6376_ROD/PIPE-DEPTH: 21.3 meters
 AG6376
 AG6376  HISTORY     - Date     Condition        Report By
 AG6376  HISTORY     - 1975     MONUMENTED       NGS
 AG6376  HISTORY     - 1976     GOOD             NGS
 AG6376  HISTORY     - 1982     GOOD             FLDNR
 AG6376  HISTORY     - 19900419 GOOD             FLDNR
 AG6376
 AG6376                          STATION DESCRIPTION
 AG6376
 AG6376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6376'1.8 MI SE FROM CLEARWATER.
 AG6376'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S 19
 AG6376'ABOUT 1.2 MILES TO NURSERY ROAD.  THENCE EAST ALONG NURSERY ROAD TO
 AG6376'BAY ARISTOCRAT VILLAGE MOBILE HOME PARK AND MOBILE HOME LOT NO. 409.
 AG6376'THE BENCH MARK IS LOCATED BETWEEN LOT NO. 409 AND NO. 407, THE MARK IS
 AG6376'SET ATOP A COPPER ROD DRIVEN TO REFUSAL, SET FLUSH WITH THE GROUND AND
 AG6376'PROTECTED BY A 4 INCH PVC PIPE AND A POURED IN PLACE CONCRETE KICK
 AG6376'BLOCK, 12 FEET SOUTH OF CENTERLINE OF ROAD, 1 FOOT NORTH OF TELEPHONE
 AG6376'POLE NO. 24790.
 AG6376
 AG6376                          STATION RECOVERY (1982)
 AG6376
 AG6376'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6376'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6376'1.55 MILES (2.49 KM) SOUTH ALONG US HIGHWAY 19 FROM THE INTERSECTION
 AG6376'OF FL 60 (GULF TO BAY BLVD.) IN CLEARWATER TO THE INTERSECTION OF
 AG6376'BELLEAIRE ROAD, AT THE NORTHEAST CORNER, AT THE BAY ARISTOCRAT
 AG6376'VILLAGE, BETWEEN TRAILER HOUSE 409 AND 407, 12 FEET (3.7 M) SOUTH OF
 AG6376'THE CENTERLINE OF NURSERY ROAD, 1.0 FOOT (0.3 M) NORTH OF TELEPHONE
 AG6376'POLE 24790.
 AG6376
 AG6376                          STATION RECOVERY (1990)
 AG6376
 AG6376'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6377 ***********************************************************************
 AG6377  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6377  DESIGNATION -  872 6689 TIDAL 2
 AG6377  PID         -  AG6377
 AG6377  STATE/COUNTY-  FL/PINELLAS
 AG6377  USGS QUAD   -  SAFETY HARBOR (1956)
 AG6377
 AG6377                         *CURRENT SURVEY CONTROL
 AG6377  ___________________________________________________________________
 AG6377* NAD 83(1986)-  27 56 30.     (N)    082 43 28.     (W)     SCALED    
 AG6377* NAVD 88     -         1.560  (meters)       5.12   (feet)  ADJUSTED  
 AG6377  ___________________________________________________________________
 AG6377  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG6377  DYNAMIC HT  -           1.558 (meters)       5.11  (feet)  COMP
 AG6377  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AG6377
 AG6377  VERT ORDER  -  SECOND    CLASS I
 AG6377
 AG6377.The horizontal coordinates were scaled from a topographic map and have
 AG6377.an estimated accuracy of +/- 6 seconds.
 AG6377
 AG6377.The orthometric height was determined by differential leveling
 AG6377.and adjusted by the National Geodetic Survey in June 1991..
 AG6377
 AG6377.This Tidal Bench Mark is designated as VM 11366
 AG6377.by the Center for Operational Oceanographic Products and Services.
 AG6377
 AG6377.The geoid height was determined by GEOID03.
 AG6377
 AG6377.The dynamic height is computed by dividing the NAVD 88
 AG6377.geopotential number by the normal gravity value computed on the
 AG6377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6377.degrees latitude (g = 980.6199 gals.).
 AG6377
 AG6377.The modeled gravity was interpolated from observed gravity values.
 AG6377
 AG6377;                    North         East    Units  Estimated Accuracy
 AG6377;SPC FL W     -   399,960.      128,710.      MT  (+/- 180 meters Scaled)
 AG6377
 AG6377                          SUPERSEDED SURVEY CONTROL
 AG6377
 AG6377  NGVD 29 (??/??/92)    1.823  (m)            5.98   (f) ADJ UNCH    2 1
 AG6377
 AG6377.Superseded values are not recommended for survey control.
 AG6377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6377.See file dsdata.txt to determine how the superseded data were derived.
 AG6377
 AG6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL303919(NAD 83)
 AG6377_MARKER: DB = BENCH MARK DISK
 AG6377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6377_SP_SET: COPPER-CLAD STEEL ROD
 AG6377_STAMPING: NO 2 1975
 AG6377_MARK LOGO: NOS   
 AG6377_MAGNETIC: I = MARKER IS A STEEL ROD
 AG6377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6377+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1990
 AG6377
 AG6377  HISTORY     - Date     Condition        Report By
 AG6377  HISTORY     - 1975     MONUMENTED       NGS
 AG6377  HISTORY     - 1976     GOOD             NGS
 AG6377  HISTORY     - 1982     GOOD             FLDNR
 AG6377  HISTORY     - 19900419 GOOD             FLDNR
 AG6377
 AG6377                          STATION DESCRIPTION
 AG6377
 AG6377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6377'1.6 MI SE FROM CLEARWATER.
 AG6377'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S. 19
 AG6377'ABOUT 1.2 MILES TO NURSERY ROAD.  THENCE EAST ALONG NURSERY ROAD TO
 AG6377'BAY ARISTOCRAT VILLAGE MOBILE HOME PARK AND MOBILE HOME LOT NO. 425.
 AG6377'THE BENCH MARK IS LOCATED BETWEEN LOT NO. 425 AND NO. 427.  THE MARK
 AG6377'IS SET ATOP A COPPER ROD DRIVEN TO REFUSAL, SET FLUSH WITH THE GROUND
 AG6377'AND PROTECTED BY A 4 INCH PVC PIPE AND A POURED CONCRETE KICK BLOCK,
 AG6377'ABOUT 386 FEET WEST OF TIDAL 1, ABOUT 12 FEET SOUTH OF CENTERLINE OF
 AG6377'ROAD AND 1 FOOT NORTH OF TELEPHONE POLE NO. 24792.
 AG6377
 AG6377                          STATION RECOVERY (1982)
 AG6377
 AG6377'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6377'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6377'1.55 MILES (2.49 KM) SOUTH ALONG US HIGHWAY 19 FROM THE INTERSECTION
 AG6377'OF FL 60 (GULF TO BAY BLVD.) IN CLEARWATER TO THE INTERSECTION OF
 AG6377'BELLEAIRE ROAD, AT THE NORTHEAST CORNER, AT THE BAY ARISTOCRAT
 AG6377'VILLAGE, BETWEEN TRAILER HOUSE 425 AND 427, 386 FEET (117.7 M) WEST OF
 AG6377'872 6689 TIDAL 1, 12 FEET (3.7 M) SOUTH OF THE CENTERLINE OF NURSERY
 AG6377'ROAD, 1.0 FOOT (0.3 M) NORTH OF TELEPHONE POLE 24792, AND SET ON THE
 AG6377'TOP OF A COPPER ROD DRIVEN TO REFUSAL IN A 0.3 FOOT (0.3 M) PVC PIPE
 AG6377'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.
 AG6377
 AG6377                          STATION RECOVERY (1990)
 AG6377
 AG6377'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6378 ***********************************************************************
 AG6378  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6378  DESIGNATION -  872 6689 TIDAL 3
 AG6378  PID         -  AG6378
 AG6378  STATE/COUNTY-  FL/PINELLAS
 AG6378  USGS QUAD   -  SAFETY HARBOR (1956)
 AG6378
 AG6378                         *CURRENT SURVEY CONTROL
 AG6378  ___________________________________________________________________
 AG6378* NAD 83(1986)-  27 56 33.     (N)    082 43 15.     (W)     SCALED    
 AG6378* NAVD 88     -         1.365  (meters)       4.48   (feet)  ADJUSTED  
 AG6378  ___________________________________________________________________
 AG6378  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG6378  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 AG6378  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AG6378
 AG6378  VERT ORDER  -  SECOND    CLASS I
 AG6378
 AG6378.The horizontal coordinates were scaled from a topographic map and have
 AG6378.an estimated accuracy of +/- 6 seconds.
 AG6378
 AG6378.The orthometric height was determined by differential leveling
 AG6378.and adjusted by the National Geodetic Survey in March 1995..
 AG6378.WARNING-Repeat measurements at this control monument indicate possible
 AG6378.vertical movement.
 AG6378
 AG6378.This Tidal Bench Mark is designated as VM 13630
 AG6378.by the Center for Operational Oceanographic Products and Services.
 AG6378
 AG6378.The geoid height was determined by GEOID03.
 AG6378
 AG6378.The dynamic height is computed by dividing the NAVD 88
 AG6378.geopotential number by the normal gravity value computed on the
 AG6378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6378.degrees latitude (g = 980.6199 gals.).
 AG6378
 AG6378.The modeled gravity was interpolated from observed gravity values.
 AG6378
 AG6378;                    North         East    Units  Estimated Accuracy
 AG6378;SPC FL W     -   400,050.      129,060.      MT  (+/- 180 meters Scaled)
 AG6378
 AG6378                          SUPERSEDED SURVEY CONTROL
 AG6378
 AG6378  NAVD 88 (06/15/91)    1.379  (m)            4.52   (f) UNKNOWN     2 1
 AG6378  NGVD 29 (??/??/92)    1.642  (m)            5.39   (f) ADJ UNCH    2 1
 AG6378
 AG6378.Superseded values are not recommended for survey control.
 AG6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6378.See file dsdata.txt to determine how the superseded data were derived.
 AG6378
 AG6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL306920(NAD 83)
 AG6378_MARKER: DB = BENCH MARK DISK
 AG6378_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6378_SP_SET: RETAINING WALL
 AG6378_STAMPING: NO 3 1975
 AG6378_MARK LOGO: NOS   
 AG6378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6378+STABILITY: SURFACE MOTION
 AG6378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6378+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1990
 AG6378
 AG6378  HISTORY     - Date     Condition        Report By
 AG6378  HISTORY     - 1975     MONUMENTED       NGS
 AG6378  HISTORY     - 1976     GOOD             NGS
 AG6378  HISTORY     - 1982     GOOD             FLDNR
 AG6378  HISTORY     - 19900419 GOOD             FLDNR
 AG6378
 AG6378                          STATION DESCRIPTION
 AG6378
 AG6378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6378'1.9 MI SE FROM CLEARWATER.
 AG6378'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S. 19
 AG6378'ABOUT 1.2 MILES TO NURSERY ROAD.  THENCE EAST ALONG NURSERY ROAD TO
 AG6378'BAY ARISTOCRAT VILLAGE MOBILE HOME PARK AND A CONCRETE SEAWALL NEAR A
 AG6378'WOODEN PIER.  THE BENCH MARK IS SET FLUSH IN THE CONCRETE, 86 FEET
 AG6378'NORTH OF CENTERLINE OF SIDEWALK, 90 FEET EAST OF CENTERLINE OF ROAD,
 AG6378'244 FEET NORTHWEST OF TIDAL 1.
 AG6378
 AG6378                          STATION RECOVERY (1982)
 AG6378
 AG6378'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6378'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6378'1.55 MILES (2.49 KM) SOUTH ALONG US HIGHWAY 19 FROM THE INTERSECTION
 AG6378'OF FL 60 (GULF TO BAY BLVD.) IN CLEARWATER TO THE INTERSECTION OF
 AG6378'BELLEAIRE ROAD, AT THE NORTHEAST CORNER, AT THE BAY ARISTOCRAT
 AG6378'VILLAGE, 90 FEET (27.4 M) EAST OF THE CENTERLINE OF NURSERY ROAD, 244
 AG6378'FEET (74.4 M) NORTHEAST OF 872 6689 TIDAL 1, AND 86 FEET (26.2 M)
 AG6378'NORTH OF THE CENTER OF A SIDEWALK.
 AG6378
 AG6378                          STATION RECOVERY (1990)
 AG6378
 AG6378'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6379 ***********************************************************************
 AG6379  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6379  DESIGNATION -  872 6689 TIDAL 4
 AG6379  PID         -  AG6379
 AG6379  STATE/COUNTY-  FL/PINELLAS
 AG6379  USGS QUAD   -  SAFETY HARBOR (1956)
 AG6379
 AG6379                         *CURRENT SURVEY CONTROL
 AG6379  ___________________________________________________________________
 AG6379* NAD 83(1986)-  27 56 24.     (N)    082 43 47.     (W)     SCALED    
 AG6379* NAVD 88     -         2.590  (meters)       8.50   (feet)  ADJUSTED  
 AG6379  ___________________________________________________________________
 AG6379  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG6379  DYNAMIC HT  -           2.586 (meters)       8.48  (feet)  COMP
 AG6379  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AG6379
 AG6379  VERT ORDER  -  SECOND    CLASS I
 AG6379
 AG6379.The horizontal coordinates were scaled from a topographic map and have
 AG6379.an estimated accuracy of +/- 6 seconds.
 AG6379
 AG6379.The orthometric height was determined by differential leveling
 AG6379.and adjusted by the National Geodetic Survey in June 1991..
 AG6379
 AG6379.This Tidal Bench Mark is designated as VM 7505
 AG6379.by the Center for Operational Oceanographic Products and Services.
 AG6379
 AG6379.The geoid height was determined by GEOID03.
 AG6379
 AG6379.The dynamic height is computed by dividing the NAVD 88
 AG6379.geopotential number by the normal gravity value computed on the
 AG6379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6379.degrees latitude (g = 980.6199 gals.).
 AG6379
 AG6379.The modeled gravity was interpolated from observed gravity values.
 AG6379
 AG6379;                    North         East    Units  Estimated Accuracy
 AG6379;SPC FL W     -   399,780.      128,190.      MT  (+/- 180 meters Scaled)
 AG6379
 AG6379                          SUPERSEDED SURVEY CONTROL
 AG6379
 AG6379  NGVD 29 (??/??/92)    2.852  (m)            9.36   (f) ADJ UNCH    2 1
 AG6379
 AG6379.Superseded values are not recommended for survey control.
 AG6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6379.See file dsdata.txt to determine how the superseded data were derived.
 AG6379
 AG6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298917(NAD 83)
 AG6379_MARKER: DB = BENCH MARK DISK
 AG6379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6379_SP_SET: LIGHT STRUCTURE
 AG6379_STAMPING: NO 4, 1975
 AG6379_MARK LOGO: NOS   
 AG6379_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6379
 AG6379  HISTORY     - Date     Condition        Report By
 AG6379  HISTORY     - 1975     MONUMENTED       NGS
 AG6379  HISTORY     - 1976     GOOD             NGS
 AG6379  HISTORY     - 19900616 MARK NOT FOUND   FLDNR
 AG6379
 AG6379                          STATION DESCRIPTION
 AG6379
 AG6379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6379'1.4 MI S FROM CLEARWATER.
 AG6379'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S. 19
 AG6379'ABOUT 1.4 MILES TO A CONCRETE CULVERT.  THE BENCH MARK IS SET FLUSH IN
 AG6379'THE CONCRETE, 60 FEET NORTHWEST OF A LARGE SIGN GOING INTO THE PARKING
 AG6379'LOT OF A PLAZA, 41 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE
 AG6379'OF U.S. 19, 22 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 700 FEET
 AG6379'NORTH OF THE CENTERLINE OF BELLEAIR ROAD.
 AG6379
 AG6379                          STATION RECOVERY (1990)
 AG6379
 AG6379'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6379'THIS MARK WAS NOT RECOVERED THIS DATE.  THERE HAS BEEN MUCH
 AG6379'CONSTRUTION WORK WIDENING OF ROAD AND PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6035 ***********************************************************************
 AG6035  DESIGNATION -  872 6692 TIDAL 1
 AG6035  PID         -  AG6035
 AG6035  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6035  USGS QUAD   -  TAMPA (1995)
 AG6035
 AG6035                         *CURRENT SURVEY CONTROL
 AG6035  ___________________________________________________________________
 AG6035* NAD 83(1986)-  27 56 49.     (N)    082 27 23.     (W)     SCALED    
 AG6035* NAVD 88     -         5.276  (meters)      17.31   (feet)  ADJUSTED  
 AG6035  ___________________________________________________________________
 AG6035  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG6035  DYNAMIC HT  -           5.268 (meters)      17.28  (feet)  COMP
 AG6035  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AG6035
 AG6035  VERT ORDER  -  FIRST     CLASS II
 AG6035
 AG6035.The horizontal coordinates were scaled from a topographic map and have
 AG6035.an estimated accuracy of +/- 6 seconds.
 AG6035
 AG6035.The orthometric height was determined by differential leveling
 AG6035.and adjusted by the National Geodetic Survey in June 1991..
 AG6035.WARNING-Repeat measurements at this control monument indicate possible
 AG6035.vertical movement.
 AG6035
 AG6035.The geoid height was determined by GEOID03.
 AG6035
 AG6035.The dynamic height is computed by dividing the NAVD 88
 AG6035.geopotential number by the normal gravity value computed on the
 AG6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6035.degrees latitude (g = 980.6199 gals.).
 AG6035
 AG6035.The modeled gravity was interpolated from observed gravity values.
 AG6035
 AG6035;                    North         East    Units  Estimated Accuracy
 AG6035;SPC FL W     -   400,410.      155,090.      MT  (+/- 180 meters Scaled)
 AG6035
 AG6035                          SUPERSEDED SURVEY CONTROL
 AG6035
 AG6035  NGVD 29 (??/??/92)    5.538  (m)           18.17   (f) ADJ UNCH    1 2
 AG6035
 AG6035.Superseded values are not recommended for survey control.
 AG6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6035.See file dsdata.txt to determine how the superseded data were derived.
 AG6035
 AG6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL567921(NAD 83)
 AG6035_MARKER: DJ = TIDAL STATION DISK
 AG6035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6035_SP_SET: PAVEMENT
 AG6035_STAMPING: NO 1
 AG6035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6035
 AG6035  HISTORY     - Date     Condition        Report By
 AG6035  HISTORY     - UNK      MONUMENTED       CGS
 AG6035  HISTORY     - 1958     GOOD             NGS
 AG6035  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG6035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6035
 AG6035                          STATION DESCRIPTION
 AG6035
 AG6035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AG6035'AT TAMPA.
 AG6035'AT TAMPA, 38 YARDS SOUTH OF THE SOUTH CURB OF LAFAYETTE STREET,
 AG6035'13 FT. WEST OF THE WEST CURB OF FLORIDA AVENUE, 0.3 FT. SOUTH
 AG6035'OF THE SOUTH WALL OF THE CITY HALL.  SET IN THE TOP OF THE
 AG6035'CONCRETE PAVEMENT.
 AG6035
 AG6035                          STATION RECOVERY (1966)
 AG6035
 AG6035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AG6035'MARK NOT FOUND.
 AG6035
 AG6035                          STATION RECOVERY (1990)
 AG6035
 AG6035'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7448 ***********************************************************************
 AG7448  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7448  DESIGNATION -  872 6693 A TIDAL
 AG7448  PID         -  AG7448
 AG7448  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7448  USGS QUAD   -  TAMPA (1995)
 AG7448
 AG7448                         *CURRENT SURVEY CONTROL
 AG7448  ___________________________________________________________________
 AG7448* NAD 83(1986)-  27 56 51.     (N)    082 27 41.     (W)     SCALED    
 AG7448* NAVD 88     -         1.244  (meters)       4.08   (feet)  ADJUSTED  
 AG7448  ___________________________________________________________________
 AG7448  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG7448  DYNAMIC HT  -           1.243 (meters)       4.08  (feet)  COMP
 AG7448  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AG7448
 AG7448  VERT ORDER  -  SECOND    CLASS I
 AG7448
 AG7448.The horizontal coordinates were scaled from a topographic map and have
 AG7448.an estimated accuracy of +/- 6 seconds.
 AG7448
 AG7448.The orthometric height was determined by differential leveling
 AG7448.and adjusted by the National Geodetic Survey in June 1991..
 AG7448
 AG7448.This Tidal Bench Mark is designated as VM 7511
 AG7448.by the Center for Operational Oceanographic Products and Services.
 AG7448
 AG7448.The geoid height was determined by GEOID03.
 AG7448
 AG7448.The dynamic height is computed by dividing the NAVD 88
 AG7448.geopotential number by the normal gravity value computed on the
 AG7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7448.degrees latitude (g = 980.6199 gals.).
 AG7448
 AG7448.The modeled gravity was interpolated from observed gravity values.
 AG7448
 AG7448;                    North         East    Units  Estimated Accuracy
 AG7448;SPC FL W     -   400,480.      154,600.      MT  (+/- 180 meters Scaled)
 AG7448
 AG7448                          SUPERSEDED SURVEY CONTROL
 AG7448
 AG7448  NGVD 29 (??/??/92)    1.506  (m)            4.94   (f) ADJ UNCH    2 1
 AG7448
 AG7448.Superseded values are not recommended for survey control.
 AG7448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7448.See file dsdata.txt to determine how the superseded data were derived.
 AG7448
 AG7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL562922(NAD 83)
 AG7448_MARKER: DJ = TIDAL STATION DISK
 AG7448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7448_SP_SET: CONCRETE SEAWALL
 AG7448_STAMPING: 6693 A 1976
 AG7448_MARK LOGO: NOS   
 AG7448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7448+STABILITY: SURFACE MOTION
 AG7448
 AG7448  HISTORY     - Date     Condition        Report By
 AG7448  HISTORY     - 1976     MONUMENTED       NOS
 AG7448  HISTORY     - 1982     GOOD             FLDNR
 AG7448  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7448  HISTORY     - 19900407 MARK NOT FOUND   FLDNR
 AG7448
 AG7448                          STATION DESCRIPTION
 AG7448
 AG7448'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7448'IN TAMPA.
 AG7448'THE MARK IS NORTH OF THE KENNEDY BOULEVARD BRIDGE (STATE
 AG7448'HIGHWAY 60) OVER THE HILLSBOROUGH RIVER.  THE MARK IS SET
 AG7448'IN THE TOP OF THE CONCRETE SEAWALL ON THE EAST SIDE OF THE
 AG7448'RIVER, 275 FEET NORTH OF THE NORTH SIDE OF THE BRIDGE, 51
 AG7448'FEET WEST OF THE WEST CURB OF DOYLE CARLTON DRIVE, AND 72
 AG7448'FEET SOUTHWEST OF BENCH MARK 6693 B 1976.
 AG7448'THE MARK IS 3 FT BELOW DOYLE CARLTON DRIVE.
 AG7448
 AG7448                          STATION RECOVERY (1990)
 AG7448
 AG7448'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7448'MARK NOT FOUND.
 AG7448
 AG7448                          STATION RECOVERY (1990)
 AG7448
 AG7448'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7448'NOT RECOVERED, CONSIDERED DESTROYED AS SEA WALL IS NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7449 ***********************************************************************
 AG7449  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7449  DESIGNATION -  872 6693 B TIDAL
 AG7449  PID         -  AG7449
 AG7449  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7449  USGS QUAD   -  TAMPA (1995)
 AG7449
 AG7449                         *CURRENT SURVEY CONTROL
 AG7449  ___________________________________________________________________
 AG7449* NAD 83(1986)-  27 56 54.     (N)    082 27 42.     (W)     SCALED    
 AG7449* NAVD 88     -         1.830  (meters)       6.00   (feet)  ADJUSTED  
 AG7449  ___________________________________________________________________
 AG7449  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7449  DYNAMIC HT  -           1.828 (meters)       6.00  (feet)  COMP
 AG7449  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AG7449
 AG7449  VERT ORDER  -  SECOND    CLASS I
 AG7449
 AG7449.The horizontal coordinates were scaled from a topographic map and have
 AG7449.an estimated accuracy of +/- 6 seconds.
 AG7449
 AG7449.The orthometric height was determined by differential leveling
 AG7449.and adjusted by the National Geodetic Survey in June 1991..
 AG7449
 AG7449.This Tidal Bench Mark is designated as VM 7512
 AG7449.by the Center for Operational Oceanographic Products and Services.
 AG7449
 AG7449.The geoid height was determined by GEOID03.
 AG7449
 AG7449.The dynamic height is computed by dividing the NAVD 88
 AG7449.geopotential number by the normal gravity value computed on the
 AG7449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7449.degrees latitude (g = 980.6199 gals.).
 AG7449
 AG7449.The modeled gravity was interpolated from observed gravity values.
 AG7449
 AG7449;                    North         East    Units  Estimated Accuracy
 AG7449;SPC FL W     -   400,570.      154,570.      MT  (+/- 180 meters Scaled)
 AG7449
 AG7449                          SUPERSEDED SURVEY CONTROL
 AG7449
 AG7449  NGVD 29 (??/??/92)    2.092  (m)            6.86   (f) ADJ UNCH    2 1
 AG7449
 AG7449.Superseded values are not recommended for survey control.
 AG7449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7449.See file dsdata.txt to determine how the superseded data were derived.
 AG7449
 AG7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL562923(NAD 83)
 AG7449_MARKER: DJ = TIDAL STATION DISK
 AG7449_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7449+WITH SETTING: PAVEMENT
 AG7449_SP_SET: CONCRETE BASE FOR STREET LIGHT
 AG7449_STAMPING: 6693 B 1976
 AG7449_MARK LOGO: NOS   
 AG7449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7449+STABILITY: SURFACE MOTION
 AG7449
 AG7449  HISTORY     - Date     Condition        Report By
 AG7449  HISTORY     - 1976     MONUMENTED       NOS
 AG7449  HISTORY     - 1982     GOOD             FLDNR
 AG7449  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7449  HISTORY     - 19900407 MARK NOT FOUND   FLDNR
 AG7449
 AG7449                          STATION DESCRIPTION
 AG7449
 AG7449'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7449'IN TAMPA.
 AG7449'THE MARK IS NORTH OF THE KENNEDY BOULEVARD BRIDGE (STATE
 AG7449'HIGHWAY 60) OVER THE HILLSBOROUGH RIVER.  THE MARK IS ON THE
 AG7449'EAST SIDE OF THE RIVER, 37.3 FEET EAST OF THE SEAWALL, 3 FEET
 AG7449'WEST OF THE WEST CURB OF DOYLE CARLTON DRIVE, 72 FEET NORTHEAST
 AG7449'OF BENCH MARK 6693 A 1976, AND IS SET IN THE NORTHEAST CORNER
 AG7449'OF THE BASE FOR LAMP POLE 14.
 AG7449
 AG7449                          STATION RECOVERY (1990)
 AG7449
 AG7449'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7449'MARK NOT FOUND.
 AG7449
 AG7449                          STATION RECOVERY (1990)
 AG7449
 AG7449'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7449'NOT RECOVERED, CONSIDERED DESTROYED AS LAMP POLE IS GONE AND DOYLE
 AG7449'CARLTON DRIVE HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6032 ***********************************************************************
 AG6032  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6032  DESIGNATION -  872 6693 TIDAL 3
 AG6032  PID         -  AG6032
 AG6032  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6032  USGS QUAD   -  TAMPA (1995)
 AG6032
 AG6032                         *CURRENT SURVEY CONTROL
 AG6032  ___________________________________________________________________
 AG6032* NAD 83(1986)-  27 56 30.     (N)    082 27 29.     (W)     SCALED    
 AG6032* NAVD 88     -         5.987  (meters)      19.64   (feet)  ADJUSTED  
 AG6032  ___________________________________________________________________
 AG6032  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG6032  DYNAMIC HT  -           5.979 (meters)      19.62  (feet)  COMP
 AG6032  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 AG6032
 AG6032  VERT ORDER  -  FIRST     CLASS II
 AG6032
 AG6032.The horizontal coordinates were scaled from a topographic map and have
 AG6032.an estimated accuracy of +/- 6 seconds.
 AG6032
 AG6032.The orthometric height was determined by differential leveling
 AG6032.and adjusted by the National Geodetic Survey in March 1995..
 AG6032.WARNING-Repeat measurements at this control monument indicate possible
 AG6032.vertical movement.
 AG6032
 AG6032.This Tidal Bench Mark is designated as VM 7518
 AG6032.by the Center for Operational Oceanographic Products and Services.
 AG6032
 AG6032.The geoid height was determined by GEOID03.
 AG6032
 AG6032.The dynamic height is computed by dividing the NAVD 88
 AG6032.geopotential number by the normal gravity value computed on the
 AG6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6032.degrees latitude (g = 980.6199 gals.).
 AG6032
 AG6032.The modeled gravity was interpolated from observed gravity values.
 AG6032
 AG6032;                    North         East    Units  Estimated Accuracy
 AG6032;SPC FL W     -   399,830.      154,920.      MT  (+/- 180 meters Scaled)
 AG6032
 AG6032                          SUPERSEDED SURVEY CONTROL
 AG6032
 AG6032  NAVD 88 (06/15/91)    5.953  (m)           19.53   (f) UNKNOWN     1 2
 AG6032  NGVD 29 (??/??/92)    6.214  (m)           20.39   (f) ADJ UNCH    1 2
 AG6032
 AG6032.Superseded values are not recommended for survey control.
 AG6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6032.See file dsdata.txt to determine how the superseded data were derived.
 AG6032
 AG6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL565915(NAD 83)
 AG6032_MARKER: DJ = TIDAL STATION DISK
 AG6032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6032_SP_SET: BRIDGE CURB APRON
 AG6032_STAMPING: NO III
 AG6032_MARK LOGO: CGS   
 AG6032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6032+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1990
 AG6032
 AG6032  HISTORY     - Date     Condition        Report By
 AG6032  HISTORY     - UNK      MONUMENTED       CGS
 AG6032  HISTORY     - 1966     GOOD             NGS
 AG6032  HISTORY     - 1978     GOOD             NGS
 AG6032  HISTORY     - 1982     GOOD             FLDNR
 AG6032  HISTORY     - 19900407 GOOD             FLDNR
 AG6032  HISTORY     - 20030920 GOOD             USPSQD
 AG6032
 AG6032                          STATION DESCRIPTION
 AG6032
 AG6032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6032'AT TAMPA.
 AG6032'AT TAMPA, AT THE EAST END OF THE DRAW SPAN OF THE PLATT STREET
 AG6032'BRIDGE OVER THE HILLSBOROUGH RIVER, 15.7 FEET NORTH OF THE
 AG6032'NORTH CURB OF THE BRIDGE, 4 FEET EAST OF THE EAST WALL OF THE
 AG6032'BRIDGE TENDERS SHACK, 0.4 FOOT SOUTH OF THE SOUTH FACE OF THE
 AG6032'NORTH CONCRETE GUARD RAIL, 1 FOOT ABOVE THE LEVEL OF THE ROADWAY
 AG6032'AND IN THE TOP OF THE CONCRETE BRIDGE FLOOR.
 AG6032
 AG6032                          STATION RECOVERY (1978)
 AG6032
 AG6032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6032'RECOVERED IN GOOD CONDITION.
 AG6032
 AG6032                          STATION RECOVERY (1982)
 AG6032
 AG6032'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6032'RECOVERED IN GOOD CONDITION.
 AG6032
 AG6032                          STATION RECOVERY (1990)
 AG6032
 AG6032'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6032'THE BENCH MARK IS LOCATED IN DOWNTOWN TAMPA ON THE PLATT STREET DRAW
 AG6032'BRIDGE OVER THE HILLSBOROUGH RIVER, HILLSBOROUGH COUNTY FL.  TO REACH
 AG6032'THE MARK FROM THE INTERSECTION OF BAYSHORE BLVD AND PLATT STREET
 AG6032'PROCEED EAST 420 FT (128.02 M) ONTO THE PLATT STREET BRIDGE, THE MARK
 AG6032'IS IN THE SIDEWALK ON THE NORTH SIDE OF THE BRIDGE.  THE MARK IS
 AG6032'LOCATED 36.0 FT (10.97 M) NORTH OF THE CENTERLINE OF THE PLATT STREET
 AG6032'BRIDGE, 3.9 FT (1.19 M) EAST OF THE EAST WALL OF THE BRIDGE TENDERS
 AG6032'HOUSE, AND 0.3 FT (0.09 M) SOUTH OF THE FACE OF THE NORTH CONCRETE
 AG6032'GUARD RAIL.
 AG6032
 AG6032                          STATION RECOVERY (2003)
 AG6032
 AG6032'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG6032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7541 ***********************************************************************
 AG7541  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7541  DESIGNATION -  872 6696 A TIDAL
 AG7541  PID         -  AG7541
 AG7541  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7541  USGS QUAD   -  TAMPA (1995)
 AG7541
 AG7541                         *CURRENT SURVEY CONTROL
 AG7541  ___________________________________________________________________
 AG7541* NAD 83(1986)-  27 56 48.     (N)    082 24 05.     (W)     SCALED    
 AG7541* NAVD 88     -         4.498  (meters)      14.76   (feet)  ADJUSTED  
 AG7541  ___________________________________________________________________
 AG7541  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7541  DYNAMIC HT  -           4.492 (meters)      14.74  (feet)  COMP
 AG7541  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AG7541
 AG7541  VERT ORDER  -  SECOND    CLASS I
 AG7541
 AG7541.The horizontal coordinates were scaled from a topographic map and have
 AG7541.an estimated accuracy of +/- 6 seconds.
 AG7541
 AG7541.The orthometric height was determined by differential leveling
 AG7541.and adjusted by the National Geodetic Survey in June 1991..
 AG7541
 AG7541.This Tidal Bench Mark is designated as VM 7521
 AG7541.by the Center for Operational Oceanographic Products and Services.
 AG7541
 AG7541.The geoid height was determined by GEOID03.
 AG7541
 AG7541.The dynamic height is computed by dividing the NAVD 88
 AG7541.geopotential number by the normal gravity value computed on the
 AG7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7541.degrees latitude (g = 980.6199 gals.).
 AG7541
 AG7541.The modeled gravity was interpolated from observed gravity values.
 AG7541
 AG7541;                    North         East    Units  Estimated Accuracy
 AG7541;SPC FL W     -   400,360.      160,500.      MT  (+/- 180 meters Scaled)
 AG7541
 AG7541                          SUPERSEDED SURVEY CONTROL
 AG7541
 AG7541.No superseded survey control is available for this station.
 AG7541
 AG7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83)
 AG7541_MARKER: DJ = TIDAL STATION DISK
 AG7541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7541_SP_SET: BRIDGE ABUTMENT
 AG7541_STAMPING: 6696 A 1977
 AG7541_MARK LOGO: NOS   
 AG7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7541
 AG7541  HISTORY     - Date     Condition        Report By
 AG7541  HISTORY     - 1977     MONUMENTED       NOS
 AG7541  HISTORY     - 1982     GOOD             FLDNR
 AG7541  HISTORY     - 20030919 GOOD             USPSQD
 AG7541
 AG7541                          STATION DESCRIPTION
 AG7541
 AG7541'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7541'IN TAMPA.
 AG7541'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7541'MARK IS IN THE NORTHEAST ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE,
 AG7541'22.5 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.5
 AG7541'FOOT SOUTH OF THE NORTHEAST END OF THE BRIDGE.
 AG7541
 AG7541                          STATION RECOVERY (2003)
 AG7541
 AG7541'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7542 ***********************************************************************
 AG7542  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7542  DESIGNATION -  872 6696 D TIDAL FLDT
 AG7542  PID         -  AG7542
 AG7542  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7542  USGS QUAD   -  TAMPA (1995)
 AG7542
 AG7542                         *CURRENT SURVEY CONTROL
 AG7542  ___________________________________________________________________
 AG7542* NAD 83(1986)-  27 56 48.     (N)    082 24 06.     (W)     SCALED    
 AG7542* NAVD 88     -         5.455  (meters)      17.90   (feet)  ADJUSTED  
 AG7542  ___________________________________________________________________
 AG7542  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7542  DYNAMIC HT  -           5.447 (meters)      17.87  (feet)  COMP
 AG7542  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AG7542
 AG7542  VERT ORDER  -  SECOND    CLASS I
 AG7542
 AG7542.The horizontal coordinates were scaled from a topographic map and have
 AG7542.an estimated accuracy of +/- 6 seconds.
 AG7542
 AG7542.The orthometric height was determined by differential leveling
 AG7542.and adjusted by the National Geodetic Survey in June 1991..
 AG7542
 AG7542.This Tidal Bench Mark is designated as VM 7522
 AG7542.by the Center for Operational Oceanographic Products and Services.
 AG7542
 AG7542.The geoid height was determined by GEOID03.
 AG7542
 AG7542.The dynamic height is computed by dividing the NAVD 88
 AG7542.geopotential number by the normal gravity value computed on the
 AG7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7542.degrees latitude (g = 980.6199 gals.).
 AG7542
 AG7542.The modeled gravity was interpolated from observed gravity values.
 AG7542
 AG7542;                    North         East    Units  Estimated Accuracy
 AG7542;SPC FL W     -   400,360.      160,470.      MT  (+/- 180 meters Scaled)
 AG7542
 AG7542                          SUPERSEDED SURVEY CONTROL
 AG7542
 AG7542.No superseded survey control is available for this station.
 AG7542
 AG7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83)
 AG7542_MARKER: DB = BENCH MARK DISK
 AG7542_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7542_SP_SET: CONCRETE RAILING
 AG7542_STAMPING: 6696 D
 AG7542_MARK LOGO: FLDT  
 AG7542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7542
 AG7542  HISTORY     - Date     Condition        Report By
 AG7542  HISTORY     - UNK      MONUMENTED       FLDT
 AG7542  HISTORY     - 1982     GOOD             FLDNR
 AG7542  HISTORY     - 20030919 GOOD             USPSQD
 AG7542
 AG7542                          STATION DESCRIPTION
 AG7542
 AG7542'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7542'IN TAMPA.
 AG7542'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7542'MARK IS SET IN THE TOP OF THE BRIDGE RAIL OF THE SOUTHBOUND HIGHWAY
 AG7542'BRIDGE AT THE NORTHWEST CORNER, 20 FEET WEST OF THE CENTERLINE OF
 AG7542'THE SOUTHBOUND LANE, AND 0.5 FOOT SOUTH OF THE NORTH END OF THE
 AG7542'RAIL.  THE MARK WAS STAMPED BY FLDNR.
 AG7542'THE MARK IS 3 FT ABOVE ROAD.
 AG7542
 AG7542                          STATION RECOVERY (2003)
 AG7542
 AG7542'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7543 ***********************************************************************
 AG7543  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7543  DESIGNATION -  872 6696 E TIDAL FLDT
 AG7543  PID         -  AG7543
 AG7543  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7543  USGS QUAD   -  TAMPA (1995)
 AG7543
 AG7543                         *CURRENT SURVEY CONTROL
 AG7543  ___________________________________________________________________
 AG7543* NAD 83(1986)-  27 56 48.     (N)    082 24 06.     (W)     SCALED    
 AG7543* NAVD 88     -         4.499  (meters)      14.76   (feet)  ADJUSTED  
 AG7543  ___________________________________________________________________
 AG7543  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7543  DYNAMIC HT  -           4.492 (meters)      14.74  (feet)  COMP
 AG7543  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AG7543
 AG7543  VERT ORDER  -  SECOND    CLASS I
 AG7543
 AG7543.The horizontal coordinates were scaled from a topographic map and have
 AG7543.an estimated accuracy of +/- 6 seconds.
 AG7543
 AG7543.The orthometric height was determined by differential leveling
 AG7543.and adjusted by the National Geodetic Survey in June 1991..
 AG7543
 AG7543.This Tidal Bench Mark is designated as VM 7523
 AG7543.by the Center for Operational Oceanographic Products and Services.
 AG7543
 AG7543.The geoid height was determined by GEOID03.
 AG7543
 AG7543.The dynamic height is computed by dividing the NAVD 88
 AG7543.geopotential number by the normal gravity value computed on the
 AG7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7543.degrees latitude (g = 980.6199 gals.).
 AG7543
 AG7543.The modeled gravity was interpolated from observed gravity values.
 AG7543
 AG7543;                    North         East    Units  Estimated Accuracy
 AG7543;SPC FL W     -   400,360.      160,470.      MT  (+/- 180 meters Scaled)
 AG7543
 AG7543                          SUPERSEDED SURVEY CONTROL
 AG7543
 AG7543.No superseded survey control is available for this station.
 AG7543
 AG7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83)
 AG7543_MARKER: DB = BENCH MARK DISK
 AG7543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7543_SP_SET: BRIDGE ABUTMENT
 AG7543_STAMPING: 6696 E
 AG7543_MARK LOGO: FLDT  
 AG7543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7543
 AG7543  HISTORY     - Date     Condition        Report By
 AG7543  HISTORY     - UNK      MONUMENTED       FLDT
 AG7543  HISTORY     - 1982     GOOD             FLDNR
 AG7543  HISTORY     - 20030919 GOOD             USPSQD
 AG7543
 AG7543                          STATION DESCRIPTION
 AG7543
 AG7543'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7543'IN TAMPA.
 AG7543'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7543'MARK IS SET IN THE NORTH ABUTMENT OF THE SOUTHBOUND BRIDGE, 22.1
 AG7543'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE, AND 2.1 FEET
 AG7543'WEST OF THE BRIDGE RAIL.
 AG7543
 AG7543                          STATION RECOVERY (2003)
 AG7543
 AG7543'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7540 ***********************************************************************
 AG7540  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7540  DESIGNATION -  872 6696 H TIDAL FLDT
 AG7540  PID         -  AG7540
 AG7540  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7540  USGS QUAD   -  TAMPA (1995)
 AG7540
 AG7540                         *CURRENT SURVEY CONTROL
 AG7540  ___________________________________________________________________
 AG7540* NAD 83(1986)-  27 56 41.     (N)    082 24 05.     (W)     SCALED    
 AG7540* NAVD 88     -         4.202  (meters)      13.79   (feet)  ADJUSTED  
 AG7540  ___________________________________________________________________
 AG7540  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG7540  DYNAMIC HT  -           4.196 (meters)      13.77  (feet)  COMP
 AG7540  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AG7540
 AG7540  VERT ORDER  -  SECOND    CLASS I
 AG7540
 AG7540.The horizontal coordinates were scaled from a topographic map and have
 AG7540.an estimated accuracy of +/- 6 seconds.
 AG7540
 AG7540.The orthometric height was determined by differential leveling
 AG7540.and adjusted by the National Geodetic Survey in June 1991..
 AG7540
 AG7540.This Tidal Bench Mark is designated as VM 7524
 AG7540.by the Center for Operational Oceanographic Products and Services.
 AG7540
 AG7540.The geoid height was determined by GEOID03.
 AG7540
 AG7540.The dynamic height is computed by dividing the NAVD 88
 AG7540.geopotential number by the normal gravity value computed on the
 AG7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7540.degrees latitude (g = 980.6199 gals.).
 AG7540
 AG7540.The modeled gravity was interpolated from observed gravity values.
 AG7540
 AG7540;                    North         East    Units  Estimated Accuracy
 AG7540;SPC FL W     -   400,150.      160,500.      MT  (+/- 180 meters Scaled)
 AG7540
 AG7540                          SUPERSEDED SURVEY CONTROL
 AG7540
 AG7540.No superseded survey control is available for this station.
 AG7540
 AG7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621918(NAD 83)
 AG7540_MARKER: DB = BENCH MARK DISK
 AG7540_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7540_SP_SET: BRIDGE RAIL
 AG7540_STAMPING: 6696 H
 AG7540_MARK LOGO: FLDT  
 AG7540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7540
 AG7540  HISTORY     - Date     Condition        Report By
 AG7540  HISTORY     - UNK      MONUMENTED       FLDT
 AG7540  HISTORY     - 1982     GOOD             FLDNR
 AG7540  HISTORY     - 20030919 GOOD             USPSQD
 AG7540
 AG7540                          STATION DESCRIPTION
 AG7540
 AG7540'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7540'IN TAMPA.
 AG7540'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7540'MARK IS AT THE SOUTHEAST CORNER OF THE NORTHBOUND BRIDGE, 19.5
 AG7540'FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.5 FOOT
 AG7540'NORTH OF THE SOUTH END OF THE BRIDGE RAIL.
 AG7540'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7540
 AG7540                          STATION RECOVERY (2003)
 AG7540
 AG7540'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7548 ***********************************************************************
 AG7548  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7548  DESIGNATION -  872 6699 A TIDAL
 AG7548  PID         -  AG7548
 AG7548  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7548  USGS QUAD   -  TAMPA (1995)
 AG7548
 AG7548                         *CURRENT SURVEY CONTROL
 AG7548  ___________________________________________________________________
 AG7548* NAD 83(1986)-  27 56 54.     (N)    082 23 37.     (W)     SCALED    
 AG7548* NAVD 88     -         0.913  (meters)       3.00   (feet)  ADJUSTED  
 AG7548  ___________________________________________________________________
 AG7548  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AG7548  DYNAMIC HT  -           0.912 (meters)       2.99  (feet)  COMP
 AG7548  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AG7548
 AG7548  VERT ORDER  -  SECOND    CLASS I
 AG7548
 AG7548.The horizontal coordinates were scaled from a topographic map and have
 AG7548.an estimated accuracy of +/- 6 seconds.
 AG7548
 AG7548.The orthometric height was determined by differential leveling
 AG7548.and adjusted by the National Geodetic Survey in June 1991..
 AG7548
 AG7548.This Tidal Bench Mark is designated as VM 7526
 AG7548.by the Center for Operational Oceanographic Products and Services.
 AG7548
 AG7548.The geoid height was determined by GEOID03.
 AG7548
 AG7548.The dynamic height is computed by dividing the NAVD 88
 AG7548.geopotential number by the normal gravity value computed on the
 AG7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7548.degrees latitude (g = 980.6199 gals.).
 AG7548
 AG7548.The modeled gravity was interpolated from observed gravity values.
 AG7548
 AG7548;                    North         East    Units  Estimated Accuracy
 AG7548;SPC FL W     -   400,550.      161,270.      MT  (+/- 180 meters Scaled)
 AG7548
 AG7548                          SUPERSEDED SURVEY CONTROL
 AG7548
 AG7548.No superseded survey control is available for this station.
 AG7548
 AG7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629922(NAD 83)
 AG7548_MARKER: DJ = TIDAL STATION DISK
 AG7548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7548_SP_SET: CONCRETE BULKHEAD
 AG7548_STAMPING: 6699 A 1977
 AG7548_MARK LOGO: NOS   
 AG7548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7548+STABILITY: SURFACE MOTION
 AG7548
 AG7548  HISTORY     - Date     Condition        Report By
 AG7548  HISTORY     - 1977     MONUMENTED       NOS
 AG7548  HISTORY     - 1982     GOOD             FLDNR
 AG7548  HISTORY     - 1990     GOOD             USPSQD
 AG7548  HISTORY     - 20030919 MARK NOT FOUND   USPSQD
 AG7548
 AG7548                          STATION DESCRIPTION
 AG7548
 AG7548'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7548'IN TAMPA.
 AG7548'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60, AND U.S. HIGHWAY 41,
 AG7548'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD,
 AG7548'GO 0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER
 AG7548'AND THE MARK.  THE MARK BEARS 42.4 FEET SOUTHWEST OF THE SOUTHWEST
 AG7548'CORNER OF THE BRIDGE, 46 FEET WEST OF THE CENTERLINE OF MAYDELL
 AG7548'ROAD, 1 FOOT NORTH OF THE SOUTH END OF THE BULKHEAD, AND 40.5
 AG7548'FEET SOUTH OF THE NORTHWEST CORNER OF THE BULKHEAD.
 AG7548'THE MARK IS 4 FT BELOW ROAD.
 AG7548
 AG7548                          STATION RECOVERY (1990)
 AG7548
 AG7548'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AG7548'RECOVERED IN GOOD CONDITION.
 AG7548
 AG7548                          STATION RECOVERY (2003)
 AG7548
 AG7548'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7548'MARK NOT FOUND. SEARCHED FOR BRIEFLY. HIGH WEEDS WERE BETWEEN THE ROAD
 AG7548'AND SITE LOCATION. A WEED CUTTER IS NEEDED TO GET TO THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7547 ***********************************************************************
 AG7547  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7547  DESIGNATION -  872 6699 B TIDAL
 AG7547  PID         -  AG7547
 AG7547  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7547  USGS QUAD   -  TAMPA (1995)
 AG7547
 AG7547                         *CURRENT SURVEY CONTROL
 AG7547  ___________________________________________________________________
 AG7547* NAD 83(1986)-  27 56 54.     (N)    082 23 36.     (W)     SCALED    
 AG7547* NAVD 88     -         3.967  (meters)      13.02   (feet)  ADJUSTED  
 AG7547  ___________________________________________________________________
 AG7547  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AG7547  DYNAMIC HT  -           3.961 (meters)      13.00  (feet)  COMP
 AG7547  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AG7547
 AG7547  VERT ORDER  -  SECOND    CLASS I
 AG7547
 AG7547.The horizontal coordinates were scaled from a topographic map and have
 AG7547.an estimated accuracy of +/- 6 seconds.
 AG7547
 AG7547.The orthometric height was determined by differential leveling
 AG7547.and adjusted by the National Geodetic Survey in June 1991..
 AG7547
 AG7547.This Tidal Bench Mark is designated as VM 7527
 AG7547.by the Center for Operational Oceanographic Products and Services.
 AG7547
 AG7547.The geoid height was determined by GEOID03.
 AG7547
 AG7547.The dynamic height is computed by dividing the NAVD 88
 AG7547.geopotential number by the normal gravity value computed on the
 AG7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7547.degrees latitude (g = 980.6199 gals.).
 AG7547
 AG7547.The modeled gravity was interpolated from observed gravity values.
 AG7547
 AG7547;                    North         East    Units  Estimated Accuracy
 AG7547;SPC FL W     -   400,550.      161,300.      MT  (+/- 180 meters Scaled)
 AG7547
 AG7547                          SUPERSEDED SURVEY CONTROL
 AG7547
 AG7547.No superseded survey control is available for this station.
 AG7547
 AG7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629922(NAD 83)
 AG7547_MARKER: DJ = TIDAL STATION DISK
 AG7547_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7547_SP_SET: CONCRETE BRIDGE WALKWAY
 AG7547_STAMPING: 6699 B 1977
 AG7547_MARK LOGO: NOS   
 AG7547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7547
 AG7547  HISTORY     - Date     Condition        Report By
 AG7547  HISTORY     - 1977     MONUMENTED       NOS
 AG7547  HISTORY     - 1982     GOOD             FLDNR
 AG7547  HISTORY     - 1990     GOOD             USPSQD
 AG7547  HISTORY     - 1990     GOOD             USPSQD
 AG7547  HISTORY     - 20030919 GOOD             USPSQD
 AG7547
 AG7547                          STATION DESCRIPTION
 AG7547
 AG7547'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7547'IN TAMPA.
 AG7547'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND U.S. HIGHWAY 41,
 AG7547'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD,
 AG7547'GO 0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER
 AG7547'AND THE MARK.  THE MARK BEARS 15.5 FEET EAST OF THE CENTERLINE OF
 AG7547'MAYDELL ROAD, 0.9 FOOT NORTH OF THE SOUTH END OF THE BRIDGE, AND
 AG7547'IS SET IN THE BRIDGE SIDEWALK.
 AG7547
 AG7547                          STATION RECOVERY (1990)
 AG7547
 AG7547'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAS)
 AG7547'RECOVERED IN GOOD CONDITION.
 AG7547
 AG7547                          STATION RECOVERY (1990)
 AG7547
 AG7547'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGT)
 AG7547'RECOVERED IN GOOD CONDITION.
 AG7547
 AG7547                          STATION RECOVERY (2003)
 AG7547
 AG7547'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0992 ***********************************************************************
 AG0992  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0992  DESIGNATION -  872 6706 TIDAL 1
 AG0992  PID         -  AG0992
 AG0992  STATE/COUNTY-  FL/PINELLAS
 AG0992  USGS QUAD   -  CLEARWATER (1987)
 AG0992
 AG0992                         *CURRENT SURVEY CONTROL
 AG0992  ___________________________________________________________________
 AG0992* NAD 83(1986)-  27 57 13.     (N)    082 48 23.     (W)     SCALED    
 AG0992* NAVD 88     -         0.830  (meters)       2.72   (feet)  ADJUSTED  
 AG0992  ___________________________________________________________________
 AG0992  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0992  DYNAMIC HT  -           0.829 (meters)       2.72  (feet)  COMP
 AG0992  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 AG0992
 AG0992  VERT ORDER  -  SECOND    CLASS I
 AG0992
 AG0992.The horizontal coordinates were scaled from a topographic map and have
 AG0992.an estimated accuracy of +/- 6 seconds.
 AG0992
 AG0992.The orthometric height was determined by differential leveling
 AG0992.and adjusted by the National Geodetic Survey in June 1991..
 AG0992
 AG0992.This Tidal Bench Mark is designated as VM 6786
 AG0992.by the Center for Operational Oceanographic Products and Services.
 AG0992
 AG0992.The geoid height was determined by GEOID03.
 AG0992
 AG0992.The dynamic height is computed by dividing the NAVD 88
 AG0992.geopotential number by the normal gravity value computed on the
 AG0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0992.degrees latitude (g = 980.6199 gals.).
 AG0992
 AG0992.The modeled gravity was interpolated from observed gravity values.
 AG0992
 AG0992;                    North         East    Units  Estimated Accuracy
 AG0992;SPC FL W     -   401,330.      120,650.      MT  (+/- 180 meters Scaled)
 AG0992
 AG0992                          SUPERSEDED SURVEY CONTROL
 AG0992
 AG0992  NGVD 29 (??/??/92)    1.093  (m)            3.59   (f) ADJ UNCH    2 1
 AG0992
 AG0992.Superseded values are not recommended for survey control.
 AG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0992.See file dsdata.txt to determine how the superseded data were derived.
 AG0992
 AG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL222933(NAD 83)
 AG0992_MARKER: DJ = TIDAL STATION DISK
 AG0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0992_SP_SET: SEAWALL
 AG0992_STAMPING: TBM NO 1 1949
 AG0992_MARK LOGO: CGS   
 AG0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0992
 AG0992  HISTORY     - Date     Condition        Report By
 AG0992  HISTORY     - 1949     MONUMENTED       CGS
 AG0992  HISTORY     - 1976     GOOD             FLDT
 AG0992  HISTORY     - 1982     GOOD             FLDNR
 AG0992  HISTORY     - 19961203 GOOD             USPSQD
 AG0992
 AG0992                          STATION DESCRIPTION
 AG0992
 AG0992'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0992'AT CLEARWATER.
 AG0992'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. 19
 AG0992'(SOUTH FORT HARRISON AVE.) AND S.R. 697 (BELLVIEW AVE.), RUN
 AG0992'WESTERLY ON BELLVIEW AVE. FOR 0.4 MILE TO THE INTERSECTION
 AG0992'OF DRUID ROAD SOUTH, TURN RIGHT ON DRUID RD. SOUTH AND RUN
 AG0992'NORTHERLY FOR 0.8 MILE TO MAGNOLIA RD., TURN LEFT ON MAGNOLIA
 AG0992'RD. AND RUN WESTERLY FOR 0.1 MILE TO WATERS EDGE.  STATION ON
 AG0992'LEFT, 29.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF MAGNOLIA
 AG0992'RD., 20.0 FT. E/SE OF A POWER POLE, NUMBER 6A-11314.  SET IN
 AG0992'TOP OF CONCRETE SEAWALL.  SECTION 16, T 29S, R 15E
 AG0992
 AG0992                          STATION RECOVERY (1982)
 AG0992
 AG0992'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0992'RECOVERED IN GOOD CONDITION.
 AG0992
 AG0992                          STATION RECOVERY (1996)
 AG0992
 AG0992'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0998 ***********************************************************************
 AG0998  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0998  DESIGNATION -  872 6706 TIDAL 2
 AG0998  PID         -  AG0998
 AG0998  STATE/COUNTY-  FL/PINELLAS
 AG0998  USGS QUAD   -  CLEARWATER (1987)
 AG0998
 AG0998                         *CURRENT SURVEY CONTROL
 AG0998  ___________________________________________________________________
 AG0998* NAD 83(1986)-  27 57 13.     (N)    082 48 23.     (W)     SCALED    
 AG0998* NAVD 88     -         0.973  (meters)       3.19   (feet)  ADJUSTED  
 AG0998  ___________________________________________________________________
 AG0998  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG0998  DYNAMIC HT  -           0.972 (meters)       3.19  (feet)  COMP
 AG0998  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 AG0998
 AG0998  VERT ORDER  -  SECOND    CLASS I
 AG0998
 AG0998.The horizontal coordinates were scaled from a topographic map and have
 AG0998.an estimated accuracy of +/- 6 seconds.
 AG0998
 AG0998.The orthometric height was determined by differential leveling
 AG0998.and adjusted by the National Geodetic Survey in June 1991..
 AG0998
 AG0998.This Tidal Bench Mark is designated as VM 6787
 AG0998.by the Center for Operational Oceanographic Products and Services.
 AG0998
 AG0998.The geoid height was determined by GEOID03.
 AG0998
 AG0998.The dynamic height is computed by dividing the NAVD 88
 AG0998.geopotential number by the normal gravity value computed on the
 AG0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0998.degrees latitude (g = 980.6199 gals.).
 AG0998
 AG0998.The modeled gravity was interpolated from observed gravity values.
 AG0998
 AG0998;                    North         East    Units  Estimated Accuracy
 AG0998;SPC FL W     -   401,330.      120,650.      MT  (+/- 180 meters Scaled)
 AG0998
 AG0998                          SUPERSEDED SURVEY CONTROL
 AG0998
 AG0998  NGVD 29 (??/??/92)    1.236  (m)            4.06   (f) ADJ UNCH    2 1
 AG0998
 AG0998.Superseded values are not recommended for survey control.
 AG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0998.See file dsdata.txt to determine how the superseded data were derived.
 AG0998
 AG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL222933(NAD 83)
 AG0998_MARKER: DJ = TIDAL STATION DISK
 AG0998_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0998_STAMPING: TBM NO 2 1949
 AG0998_MARK LOGO: CGS   
 AG0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0998
 AG0998  HISTORY     - Date     Condition        Report By
 AG0998  HISTORY     - 1949     MONUMENTED       CGS
 AG0998  HISTORY     - 1976     GOOD             FLDT
 AG0998  HISTORY     - 1982     GOOD             FLDNR
 AG0998  HISTORY     - 19961203 GOOD             USPSQD
 AG0998
 AG0998                          STATION DESCRIPTION
 AG0998
 AG0998'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0998'AT CLEARWATER.
 AG0998'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. 19
 AG0998'(SOUTH FORT HARRISON AVE.) AND S.R. 697 (BELLVIEW AVE.), RUN
 AG0998'WESTERLY ON BELLVIEW AVE. FOR 0.4 MILE TO THE INTERSECTION
 AG0998'OF DRUID ROAD SOUTH, TURN RIGHT ON DRUID ROAD SOUTH AND RUN
 AG0998'NORTHERLY FOR 0.8 MILE TO MAGNOLIA RD., TURN LEFT ON MAGNOLIA
 AG0998'RD., AND RUN WESTERLY FOR 0.1 MILE TO WATERS EDGE.  STATION ON
 AG0998'RIGHT, 23.6 FT. NORTH OF THE CENTERLINE OF MAGNOLIA ROAD, 20.8
 AG0998'FT. EAST OF THE CONCRETE SEAWALL, 50.0 FT. NORTH OF POWER POLE,
 AG0998'NUMBER 6A-11314.  SET IN TOP OF THE NORTH CURB.  SECTION 16,
 AG0998'T 29S, R 15E
 AG0998
 AG0998                          STATION RECOVERY (1982)
 AG0998
 AG0998'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0998'RECOVERED IN GOOD CONDITION.
 AG0998
 AG0998                          STATION RECOVERY (1996)
 AG0998
 AG0998'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1003 ***********************************************************************
 AG1003  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1003  DESIGNATION -  872 6706 TIDAL 5
 AG1003  PID         -  AG1003
 AG1003  STATE/COUNTY-  FL/PINELLAS
 AG1003  USGS QUAD   -  CLEARWATER (1987)
 AG1003
 AG1003                         *CURRENT SURVEY CONTROL
 AG1003  ___________________________________________________________________
 AG1003* NAD 83(1986)-  27 57 13.     (N)    082 48 17.     (W)     SCALED    
 AG1003* NAVD 88     -         8.249  (meters)      27.06   (feet)  ADJUSTED  
 AG1003  ___________________________________________________________________
 AG1003  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG1003  DYNAMIC HT  -           8.237 (meters)      27.02  (feet)  COMP
 AG1003  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 AG1003
 AG1003  VERT ORDER  -  SECOND    CLASS I
 AG1003
 AG1003.The horizontal coordinates were scaled from a topographic map and have
 AG1003.an estimated accuracy of +/- 6 seconds.
 AG1003
 AG1003.The orthometric height was determined by differential leveling
 AG1003.and adjusted by the National Geodetic Survey in June 1991..
 AG1003
 AG1003.This Tidal Bench Mark is designated as VM 6788
 AG1003.by the Center for Operational Oceanographic Products and Services.
 AG1003
 AG1003.The geoid height was determined by GEOID03.
 AG1003
 AG1003.The dynamic height is computed by dividing the NAVD 88
 AG1003.geopotential number by the normal gravity value computed on the
 AG1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1003.degrees latitude (g = 980.6199 gals.).
 AG1003
 AG1003.The modeled gravity was interpolated from observed gravity values.
 AG1003
 AG1003;                    North         East    Units  Estimated Accuracy
 AG1003;SPC FL W     -   401,330.      120,820.      MT  (+/- 180 meters Scaled)
 AG1003
 AG1003                          SUPERSEDED SURVEY CONTROL
 AG1003
 AG1003  NGVD 29 (??/??/92)    8.512  (m)           27.93   (f) ADJ UNCH    2 1
 AG1003
 AG1003.Superseded values are not recommended for survey control.
 AG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1003.See file dsdata.txt to determine how the superseded data were derived.
 AG1003
 AG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL224933(NAD 83)
 AG1003_MARKER: DB = BENCH MARK DISK
 AG1003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1003_STAMPING: NO 5 1975
 AG1003_MARK LOGO: NOS   
 AG1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1003
 AG1003  HISTORY     - Date     Condition        Report By
 AG1003  HISTORY     - 1975     MONUMENTED       NOS
 AG1003  HISTORY     - 1976     GOOD             FLDT
 AG1003  HISTORY     - 1982     GOOD             FLDNR
 AG1003  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AG1003
 AG1003                          STATION DESCRIPTION
 AG1003
 AG1003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG1003'AT CLEARWATER.
 AG1003'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. 19
 AG1003'(SOUTH FORT HARRISON AVE.) AND S.R. 697 (BELLVIEW AVE.), RUN
 AG1003'WESTERLY ON BELLVIEW AVENUE FOR 0.4 MILE TO THE INTERSECTION
 AG1003'OF DRUID RD. SOUTH, TURN RIGHT ON DRUID RD. SOUTH AND RUN
 AG1003'NORTHERLY FOR 0.8 MILE TO MAGNOLIA RD.  STATION ON RIGHT,
 AG1003'IN THE SE CORNER, 34.3 FT. EAST OF THE CENTERLINE OF DRUID RD.,
 AG1003'10.0 FT. SOUTH OF THE CENTERLINE OF MAGNOLIA RD., 22.0 FT.
 AG1003'N/NE OF A 24 INCH OAK TREE.  SET IN TOP OF A CONCRETE CURB.
 AG1003'SECTION 16, T 29S, R 15
 AG1003
 AG1003                          STATION RECOVERY (1982)
 AG1003
 AG1003'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1003'RECOVERED IN GOOD CONDITION.
 AG1003
 AG1003                          STATION RECOVERY (1996)
 AG1003
 AG1003'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5391 ***********************************************************************
 AG5391  DESIGNATION -  872 6707 TIDAL 1
 AG5391  PID         -  AG5391
 AG5391  STATE/COUNTY-  FL/PINELLAS
 AG5391  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5391
 AG5391                         *CURRENT SURVEY CONTROL
 AG5391  ___________________________________________________________________
 AG5391* NAD 83(1986)-  27 57 25.     (N)    082 42 37.     (W)     SCALED    
 AG5391* NAVD 88     -         1.495  (meters)       4.90   (feet)  ADJUSTED  
 AG5391  ___________________________________________________________________
 AG5391  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AG5391  DYNAMIC HT  -           1.493 (meters)       4.90  (feet)  COMP
 AG5391  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AG5391
 AG5391  VERT ORDER  -  SECOND    CLASS 0
 AG5391
 AG5391.The horizontal coordinates were scaled from a topographic map and have
 AG5391.an estimated accuracy of +/- 6 seconds.
 AG5391
 AG5391.The orthometric height was determined by differential leveling
 AG5391.and adjusted by the National Geodetic Survey in June 1991..
 AG5391.WARNING-Repeat measurements at this control monument indicate possible
 AG5391.vertical movement.
 AG5391
 AG5391.The geoid height was determined by GEOID03.
 AG5391
 AG5391.The dynamic height is computed by dividing the NAVD 88
 AG5391.geopotential number by the normal gravity value computed on the
 AG5391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5391.degrees latitude (g = 980.6199 gals.).
 AG5391
 AG5391.The modeled gravity was interpolated from observed gravity values.
 AG5391
 AG5391;                    North         East    Units  Estimated Accuracy
 AG5391;SPC FL W     -   401,640.      130,110.      MT  (+/- 180 meters Scaled)
 AG5391
 AG5391                          SUPERSEDED SURVEY CONTROL
 AG5391
 AG5391  NGVD 29 (??/??/92)    1.756  (m)            5.76   (f) ADJ UNCH    2 0
 AG5391
 AG5391.Superseded values are not recommended for survey control.
 AG5391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5391.See file dsdata.txt to determine how the superseded data were derived.
 AG5391
 AG5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL317936(NAD 83)
 AG5391_MARKER: DJ = TIDAL STATION DISK
 AG5391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5391_SP_SET: PIER
 AG5391_STAMPING: NO 1 1926
 AG5391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5391
 AG5391  HISTORY     - Date     Condition        Report By
 AG5391  HISTORY     - 1926     MONUMENTED       CGS
 AG5391  HISTORY     - 1975     GOOD             FLDT
 AG5391
 AG5391                          STATION DESCRIPTION
 AG5391
 AG5391'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5391'AT CLEARWATER.
 AG5391'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG5391'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG5391'TO THE JUNCTION OF BAYVIEW AVENUE, TURN RIGHT AND RUN SOUTHERLY
 AG5391'ON BAYVIEW AVENUE FOR 0.3 MILE TO THE SOUTH END OF BAYVIEW
 AG5391'AVENUE.  STATION ON LEFT, 82.0 FT. EAST OF THE EXTENDED CENTERLINE
 AG5391'OF BAYVIEW AVENUE, 40.0 FT. SOUTH OF 15 INCH OAK TREE, 17.0
 AG5391'FT. SE OF 15 INCH PALM TREE, 8.0 FT. NORTH OF WATERS EDGE.
 AG5391'SET IN TOP OF THE WEST END OF THE CONCRETE ABUTMENT OF A PRIVATE,
 AG5391'ABANDONED PIER.  SEC 16, T 29S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5389 ***********************************************************************
 AG5389  DESIGNATION -  872 6707 TIDAL 3
 AG5389  PID         -  AG5389
 AG5389  STATE/COUNTY-  FL/PINELLAS
 AG5389  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5389
 AG5389                         *CURRENT SURVEY CONTROL
 AG5389  ___________________________________________________________________
 AG5389* NAD 83(1986)-  27 57 38.     (N)    082 42 44.     (W)     SCALED    
 AG5389* NAVD 88     -         8.410  (meters)      27.59   (feet)  ADJUSTED  
 AG5389  ___________________________________________________________________
 AG5389  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AG5389  DYNAMIC HT  -           8.398 (meters)      27.55  (feet)  COMP
 AG5389  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AG5389
 AG5389  VERT ORDER  -  SECOND    CLASS 0
 AG5389
 AG5389.The horizontal coordinates were scaled from a topographic map and have
 AG5389.an estimated accuracy of +/- 6 seconds.
 AG5389
 AG5389.The orthometric height was determined by differential leveling
 AG5389.and adjusted by the National Geodetic Survey in June 1991..
 AG5389
 AG5389.The geoid height was determined by GEOID03.
 AG5389
 AG5389.The dynamic height is computed by dividing the NAVD 88
 AG5389.geopotential number by the normal gravity value computed on the
 AG5389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5389.degrees latitude (g = 980.6199 gals.).
 AG5389
 AG5389.The modeled gravity was interpolated from observed gravity values.
 AG5389
 AG5389;                    North         East    Units  Estimated Accuracy
 AG5389;SPC FL W     -   402,040.      129,920.      MT  (+/- 180 meters Scaled)
 AG5389
 AG5389                          SUPERSEDED SURVEY CONTROL
 AG5389
 AG5389  NGVD 29 (??/??/92)    8.672  (m)           28.45   (f) ADJ UNCH    2 0
 AG5389
 AG5389.Superseded values are not recommended for survey control.
 AG5389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5389.See file dsdata.txt to determine how the superseded data were derived.
 AG5389
 AG5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL315940(NAD 83)
 AG5389_MARKER: DJ = TIDAL STATION DISK
 AG5389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5389_STAMPING: NO III 1926
 AG5389_MARK LOGO: CGS   
 AG5389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5389
 AG5389  HISTORY     - Date     Condition        Report By
 AG5389  HISTORY     - 1926     MONUMENTED       CGS
 AG5389  HISTORY     - 1975     GOOD             FLDT
 AG5389  HISTORY     - 1982     GOOD             FLDNR
 AG5389
 AG5389                          STATION DESCRIPTION
 AG5389
 AG5389'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5389'AT CLEARWATER.
 AG5389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG5389'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG5389'TO THE JUNCTION OF BAYVIEW AVENUE.  STATION ON RIGHT, IN THE SW
 AG5389'CORNER, 20.0 FT. SOUTH OF THE CENTERLINE OF S.R. 60, 52.0
 AG5389'FT. WEST OF THE CENTERLINE OF BAYVIEW AVENUE, 94.0 FT. NW OF
 AG5389'A POWER LIGHT POLE, NO NUMBER.  SET IN TOP OF THE SOUTH CURB
 AG5389'OF S.R. 60.  SECTION 16, T 29S, R 16E.
 AG5389
 AG5389                          STATION RECOVERY (1982)
 AG5389
 AG5389'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5390 ***********************************************************************
 AG5390  DESIGNATION -  872 6707 TIDAL 4
 AG5390  PID         -  AG5390
 AG5390  STATE/COUNTY-  FL/PINELLAS
 AG5390  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5390
 AG5390                         *CURRENT SURVEY CONTROL
 AG5390  ___________________________________________________________________
 AG5390* NAD 83(1986)-  27 57 32.     (N)    082 42 40.     (W)     SCALED    
 AG5390* NAVD 88     -         5.207  (meters)      17.08   (feet)  ADJUSTED  
 AG5390  ___________________________________________________________________
 AG5390  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AG5390  DYNAMIC HT  -           5.199 (meters)      17.06  (feet)  COMP
 AG5390  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AG5390
 AG5390  VERT ORDER  -  SECOND    CLASS 0
 AG5390
 AG5390.The horizontal coordinates were scaled from a topographic map and have
 AG5390.an estimated accuracy of +/- 6 seconds.
 AG5390
 AG5390.The orthometric height was determined by differential leveling
 AG5390.and adjusted by the National Geodetic Survey in June 1991..
 AG5390
 AG5390.The geoid height was determined by GEOID03.
 AG5390
 AG5390.The dynamic height is computed by dividing the NAVD 88
 AG5390.geopotential number by the normal gravity value computed on the
 AG5390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5390.degrees latitude (g = 980.6199 gals.).
 AG5390
 AG5390.The modeled gravity was interpolated from observed gravity values.
 AG5390
 AG5390;                    North         East    Units  Estimated Accuracy
 AG5390;SPC FL W     -   401,860.      130,030.      MT  (+/- 180 meters Scaled)
 AG5390
 AG5390                          SUPERSEDED SURVEY CONTROL
 AG5390
 AG5390  NGVD 29 (??/??/92)    5.468  (m)           17.94   (f) ADJ UNCH    2 0
 AG5390
 AG5390.Superseded values are not recommended for survey control.
 AG5390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5390.See file dsdata.txt to determine how the superseded data were derived.
 AG5390
 AG5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316938(NAD 83)
 AG5390_MARKER: DJ = TIDAL STATION DISK
 AG5390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5390_STAMPING: 4 1937
 AG5390_MARK LOGO: CGS   
 AG5390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5390
 AG5390  HISTORY     - Date     Condition        Report By
 AG5390  HISTORY     - 1937     MONUMENTED       CGS
 AG5390  HISTORY     - 1975     GOOD             FLDT
 AG5390  HISTORY     - 1982     GOOD             FLDNR
 AG5390
 AG5390                          STATION DESCRIPTION
 AG5390
 AG5390'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5390'AT CLEARWATER.
 AG5390'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG5390'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG5390'TO THE JUNCTION OF BAYVIEW AVENUE, TURN RIGHT AND RUN SOUTHERLY
 AG5390'FOR 625 FT. TO THE JUNCTION OF C.R. 31.  STATION ON LEFT, IN
 AG5390'THE NE CORNER, 15.0 FT. EAST OF THE CENTERLINE OF BAYVIEW AVENUE,
 AG5390'37.0 FT. NORTH OF THE CENTERLINE OF C.R. 31, 6.0 FT. NW OF POWER
 AG5390'POLE, NUMBER 6A-24534-R, 3.0 FT. WEST OF A FIRE HYDRANT.  SET
 AG5390'IN TOP OF THE EAST CURB OF BAYVIEW AVENUE.  SEC 16, T29S,
 AG5390'R 16E.
 AG5390
 AG5390                          STATION RECOVERY (1982)
 AG5390
 AG5390'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5392 ***********************************************************************
 AG5392  DESIGNATION -  872 6707 TIDAL 5
 AG5392  PID         -  AG5392
 AG5392  STATE/COUNTY-  FL/PINELLAS
 AG5392  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5392
 AG5392                         *CURRENT SURVEY CONTROL
 AG5392  ___________________________________________________________________
 AG5392* NAD 83(1986)-  27 57 25.     (N)    082 42 37.     (W)     SCALED    
 AG5392* NAVD 88     -         0.983  (meters)       3.23   (feet)  ADJUSTED  
 AG5392  ___________________________________________________________________
 AG5392  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AG5392  DYNAMIC HT  -           0.982 (meters)       3.22  (feet)  COMP
 AG5392  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AG5392
 AG5392  VERT ORDER  -  SECOND    CLASS 0
 AG5392
 AG5392.The horizontal coordinates were scaled from a topographic map and have
 AG5392.an estimated accuracy of +/- 6 seconds.
 AG5392
 AG5392.The orthometric height was determined by differential leveling
 AG5392.and adjusted by the National Geodetic Survey in June 1991..
 AG5392
 AG5392.The geoid height was determined by GEOID03.
 AG5392
 AG5392.The dynamic height is computed by dividing the NAVD 88
 AG5392.geopotential number by the normal gravity value computed on the
 AG5392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5392.degrees latitude (g = 980.6199 gals.).
 AG5392
 AG5392.The modeled gravity was interpolated from observed gravity values.
 AG5392
 AG5392;                    North         East    Units  Estimated Accuracy
 AG5392;SPC FL W     -   401,640.      130,110.      MT  (+/- 180 meters Scaled)
 AG5392
 AG5392                          SUPERSEDED SURVEY CONTROL
 AG5392
 AG5392  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 0
 AG5392
 AG5392.Superseded values are not recommended for survey control.
 AG5392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5392.See file dsdata.txt to determine how the superseded data were derived.
 AG5392
 AG5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL317936(NAD 83)
 AG5392_MARKER: DJ = TIDAL STATION DISK
 AG5392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5392_SP_SET: SEAWALL
 AG5392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5392
 AG5392  HISTORY     - Date     Condition        Report By
 AG5392  HISTORY     - UNK      MONUMENTED       CGS
 AG5392  HISTORY     - 1959     GOOD             NGS
 AG5392
 AG5392                          STATION DESCRIPTION
 AG5392
 AG5392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AG5392'AT BAYVIEW.
 AG5392'AT BAYVIEW, 0.3 MILE SOUTH OF GULF TO BAY BOULEVARD, (STATE
 AG5392'HIGHWAY 60) AT THE SOUTH END OF BAYVIEW AVENUE, 106 FT. EAST
 AG5392'OF THE CENTER LINE OF BAYVIEW AVENUE, 99 FT. SOUTH OF THE CENTER
 AG5392'LINE OF A PRIVATE DRIVEWAY, 58 FT. EAST OF TIDAL 1, 70.5 FT.
 AG5392'SOUTHWEST OF THE SOUTHWEST CORNER OF A 2 STORY WHITE STUCCO
 AG5392'HOUSE, SET IN THE TOP OF THE SOUTH END OF A CONCRETE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1006 ***********************************************************************
 AG1006  DESIGNATION -  872 6707 TIDAL 6
 AG1006  PID         -  AG1006
 AG1006  STATE/COUNTY-  FL/PINELLAS
 AG1006  USGS QUAD   -  SAFETY HARBOR (1956)
 AG1006
 AG1006                         *CURRENT SURVEY CONTROL
 AG1006  ___________________________________________________________________
 AG1006* NAD 83(1986)-  27 57 25.     (N)    082 42 35.     (W)     SCALED    
 AG1006* NAVD 88     -         1.772  (meters)       5.81   (feet)  ADJUSTED  
 AG1006  ___________________________________________________________________
 AG1006  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AG1006  DYNAMIC HT  -           1.769 (meters)       5.80  (feet)  COMP
 AG1006  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AG1006
 AG1006  VERT ORDER  -  SECOND    CLASS II
 AG1006
 AG1006.The horizontal coordinates were scaled from a topographic map and have
 AG1006.an estimated accuracy of +/- 6 seconds.
 AG1006
 AG1006.The orthometric height was determined by differential leveling
 AG1006.and adjusted by the National Geodetic Survey in June 1991..
 AG1006
 AG1006.The geoid height was determined by GEOID03.
 AG1006
 AG1006.The dynamic height is computed by dividing the NAVD 88
 AG1006.geopotential number by the normal gravity value computed on the
 AG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1006.degrees latitude (g = 980.6199 gals.).
 AG1006
 AG1006.The modeled gravity was interpolated from observed gravity values.
 AG1006
 AG1006;                    North         East    Units  Estimated Accuracy
 AG1006;SPC FL W     -   401,640.      130,170.      MT  (+/- 180 meters Scaled)
 AG1006
 AG1006                          SUPERSEDED SURVEY CONTROL
 AG1006
 AG1006  NGVD 29 (??/??/92)    2.033  (m)            6.67   (f) ADJ UNCH    2 2
 AG1006
 AG1006.Superseded values are not recommended for survey control.
 AG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1006.See file dsdata.txt to determine how the superseded data were derived.
 AG1006
 AG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318936(NAD 83)
 AG1006_MARKER: DJ = TIDAL STATION DISK
 AG1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1006_STAMPING: BM 6 1958
 AG1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1006+STABILITY: SURFACE MOTION
 AG1006
 AG1006  HISTORY     - Date     Condition        Report By
 AG1006  HISTORY     - 1958     MONUMENTED       CGS
 AG1006  HISTORY     - 1975     GOOD             FLDT
 AG1006
 AG1006                          STATION DESCRIPTION
 AG1006
 AG1006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG1006'AT CLEARWATER.
 AG1006'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG1006'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG1006'TO THE JUNCTION OF BAYVIEW AVENUE, TURN RIGHT AND RUN SOUTHERLY
 AG1006'ON BAYVIEW AVENUE FOR 0.3 MILE TO THE SOUTH END OF BAYVIEW
 AG1006'AVENUE.  STATION ON LEFT, 102.0 FT. EAST OF THE CENTERLINE OF
 AG1006'BAYVIEW AVENUE, 21.0 FT. SW OF 20 INCH OAK, 13.5 SOUTH OF A 15
 AG1006'INCH OAK TREE, 25 FT. NORTH OF WATERS EDGE, 1.5 FT. NW OF THE
 AG1006'SE CORNER OF A VINE COVERED LATTICEWORK AND SETEES.  SET IN TOP
 AG1006'OF A CONCRETE POST THAT IS FLUSH WITH THE VINE COVERED
 AG1006'LATTICEWORK CONCRETE FLOOR.  SECTION 16, T 29S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7451 ***********************************************************************
 AG7451  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7451  DESIGNATION -  872 6711 A TIDAL
 AG7451  PID         -  AG7451
 AG7451  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7451  USGS QUAD   -  TAMPA (1995)
 AG7451
 AG7451                         *CURRENT SURVEY CONTROL
 AG7451  ___________________________________________________________________
 AG7451* NAD 83(1986)-  27 57 37.     (N)    082 28 05.     (W)     SCALED    
 AG7451* NAVD 88     -         1.024  (meters)       3.36   (feet)  ADJUSTED  
 AG7451  ___________________________________________________________________
 AG7451  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7451  DYNAMIC HT  -           1.022 (meters)       3.35  (feet)  COMP
 AG7451  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AG7451
 AG7451  VERT ORDER  -  SECOND    CLASS I
 AG7451
 AG7451.The horizontal coordinates were scaled from a topographic map and have
 AG7451.an estimated accuracy of +/- 6 seconds.
 AG7451
 AG7451.The orthometric height was determined by differential leveling
 AG7451.and adjusted by the National Geodetic Survey in June 1991..
 AG7451
 AG7451.This Tidal Bench Mark is designated as VM 7530
 AG7451.by the Center for Operational Oceanographic Products and Services.
 AG7451
 AG7451.The geoid height was determined by GEOID03.
 AG7451
 AG7451.The dynamic height is computed by dividing the NAVD 88
 AG7451.geopotential number by the normal gravity value computed on the
 AG7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7451.degrees latitude (g = 980.6199 gals.).
 AG7451
 AG7451.The modeled gravity was interpolated from observed gravity values.
 AG7451
 AG7451;                    North         East    Units  Estimated Accuracy
 AG7451;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7451
 AG7451                          SUPERSEDED SURVEY CONTROL
 AG7451
 AG7451  NGVD 29 (??/??/92)    1.286  (m)            4.22   (f) ADJ UNCH    2 1
 AG7451
 AG7451.Superseded values are not recommended for survey control.
 AG7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7451.See file dsdata.txt to determine how the superseded data were derived.
 AG7451
 AG7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7451_MARKER: DJ = TIDAL STATION DISK
 AG7451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7451_SP_SET: CONCRETE SEAWALL
 AG7451_STAMPING: 6711 A 1976
 AG7451_MARK LOGO: NOS   
 AG7451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7451+STABILITY: SURFACE MOTION
 AG7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7451+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 AG7451
 AG7451  HISTORY     - Date     Condition        Report By
 AG7451  HISTORY     - 1976     MONUMENTED       NOS
 AG7451  HISTORY     - 1982     GOOD             FLDNR
 AG7451  HISTORY     - 20030927 GOOD             USPSQD
 AG7451
 AG7451                          STATION DESCRIPTION
 AG7451
 AG7451'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7451'IN TAMPA.
 AG7451'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7451'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7451'AVENUE.  THE MARK BEARS 167 FEET NORTH OF THE CENTERLINE OF THE
 AG7451'BOAT RAMP, 35 FEET EAST OF THE CENTERLINE OF THE PARKING LOT DRIVE,
 AG7451'25 FEET NORTH OF THE WEST END OF THE CENTER PIER, AND 156 FEET
 AG7451'NORTH OF BENCH MARK 6711 B 1976.
 AG7451
 AG7451                          STATION RECOVERY (2003)
 AG7451
 AG7451'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7451'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7452 ***********************************************************************
 AG7452  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7452  DESIGNATION -  872 6711 B TIDAL
 AG7452  PID         -  AG7452
 AG7452  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7452  USGS QUAD   -  TAMPA (1995)
 AG7452
 AG7452                         *CURRENT SURVEY CONTROL
 AG7452  ___________________________________________________________________
 AG7452* NAD 83(1986)-  27 57 37.     (N)    082 28 05.     (W)     SCALED    
 AG7452* NAVD 88     -         1.073  (meters)       3.52   (feet)  ADJUSTED  
 AG7452  ___________________________________________________________________
 AG7452  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7452  DYNAMIC HT  -           1.072 (meters)       3.52  (feet)  COMP
 AG7452  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AG7452
 AG7452  VERT ORDER  -  SECOND    CLASS I
 AG7452
 AG7452.The horizontal coordinates were scaled from a topographic map and have
 AG7452.an estimated accuracy of +/- 6 seconds.
 AG7452
 AG7452.The orthometric height was determined by differential leveling
 AG7452.and adjusted by the National Geodetic Survey in June 1991..
 AG7452
 AG7452.This Tidal Bench Mark is designated as VM 7531
 AG7452.by the Center for Operational Oceanographic Products and Services.
 AG7452
 AG7452.The geoid height was determined by GEOID03.
 AG7452
 AG7452.The dynamic height is computed by dividing the NAVD 88
 AG7452.geopotential number by the normal gravity value computed on the
 AG7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7452.degrees latitude (g = 980.6199 gals.).
 AG7452
 AG7452.The modeled gravity was interpolated from observed gravity values.
 AG7452
 AG7452;                    North         East    Units  Estimated Accuracy
 AG7452;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7452
 AG7452                          SUPERSEDED SURVEY CONTROL
 AG7452
 AG7452  NGVD 29 (??/??/92)    1.335  (m)            4.38   (f) ADJ UNCH    2 1
 AG7452
 AG7452.Superseded values are not recommended for survey control.
 AG7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7452.See file dsdata.txt to determine how the superseded data were derived.
 AG7452
 AG7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7452_MARKER: DJ = TIDAL STATION DISK
 AG7452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7452_SP_SET: CONCRETE SEAWALL
 AG7452_STAMPING: 6711 B 1976
 AG7452_MARK LOGO: NOS   
 AG7452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7452+STABILITY: SURFACE MOTION
 AG7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7452+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 AG7452
 AG7452  HISTORY     - Date     Condition        Report By
 AG7452  HISTORY     - 1976     MONUMENTED       NOS
 AG7452  HISTORY     - 1982     GOOD             FLDNR
 AG7452  HISTORY     - 20030927 GOOD             USPSQD
 AG7452
 AG7452                          STATION DESCRIPTION
 AG7452
 AG7452'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7452'IN TAMPA.
 AG7452'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7452'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH
 AG7452'OREGON AVENUE.  THE MARK BEARS 11.0 FEET NORTH OF THE CENTERLINE
 AG7452'OF THE BOAT RAMP, 37.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AG7452'THE WASHROOM, 156 FEET SOUTH OF BENCH MARK 6711 A 1976, AND 37.4
 AG7452'FEET NORTHEAST OF BENCH MARK 6711 F 1976.
 AG7452'THE MARK IS 3 FT ABOVE BOAT RAMP.
 AG7452
 AG7452                          STATION RECOVERY (2003)
 AG7452
 AG7452'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7452'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7454 ***********************************************************************
 AG7454  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7454  DESIGNATION -  872 6711 C TIDAL
 AG7454  PID         -  AG7454
 AG7454  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7454  USGS QUAD   -  TAMPA (1995)
 AG7454
 AG7454                         *CURRENT SURVEY CONTROL
 AG7454  ___________________________________________________________________
 AG7454* NAD 83(1986)-  27 57 37.     (N)    082 28 05.     (W)     SCALED    
 AG7454* NAVD 88     -         1.362  (meters)       4.47   (feet)  ADJUSTED  
 AG7454  ___________________________________________________________________
 AG7454  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7454  DYNAMIC HT  -           1.360 (meters)       4.46  (feet)  COMP
 AG7454  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AG7454
 AG7454  VERT ORDER  -  SECOND    CLASS I
 AG7454
 AG7454.The horizontal coordinates were scaled from a topographic map and have
 AG7454.an estimated accuracy of +/- 6 seconds.
 AG7454
 AG7454.The orthometric height was determined by differential leveling
 AG7454.and adjusted by the National Geodetic Survey in June 1991..
 AG7454
 AG7454.This Tidal Bench Mark is designated as VM 7532
 AG7454.by the Center for Operational Oceanographic Products and Services.
 AG7454
 AG7454.The geoid height was determined by GEOID03.
 AG7454
 AG7454.The dynamic height is computed by dividing the NAVD 88
 AG7454.geopotential number by the normal gravity value computed on the
 AG7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7454.degrees latitude (g = 980.6199 gals.).
 AG7454
 AG7454.The modeled gravity was interpolated from observed gravity values.
 AG7454
 AG7454;                    North         East    Units  Estimated Accuracy
 AG7454;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7454
 AG7454                          SUPERSEDED SURVEY CONTROL
 AG7454
 AG7454  NGVD 29 (??/??/92)    1.624  (m)            5.33   (f) ADJ UNCH    2 1
 AG7454
 AG7454.Superseded values are not recommended for survey control.
 AG7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7454.See file dsdata.txt to determine how the superseded data were derived.
 AG7454
 AG7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7454_MARKER: DJ = TIDAL STATION DISK
 AG7454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7454_SP_SET: CONCRETE SEAWALL
 AG7454_STAMPING: 6711 C 1976
 AG7454_MARK LOGO: NOS   
 AG7454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7454+STABILITY: SURFACE MOTION
 AG7454
 AG7454  HISTORY     - Date     Condition        Report By
 AG7454  HISTORY     - 1976     MONUMENTED       NOS
 AG7454  HISTORY     - 1982     GOOD             FLDNR
 AG7454  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7454
 AG7454                          STATION DESCRIPTION
 AG7454
 AG7454'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7454'IN TAMPA.
 AG7454'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7454'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7454'AVENUE.  THE MARK IS IN THE TOP OF THE NORTH SEAWALL FOR THE DRY
 AG7454'DOCK RAMP, 77 FEET EAST FROM THE EAST SIDE OF THE DRY DOCK BUILDING,
 AG7454'AND 51 FEET WEST-SOUTHWEST OF BENCH MARK 6711 E 1976.
 AG7454'THE MARK IS 3 FT ABOVE RAMP.
 AG7454
 AG7454                          STATION RECOVERY (2003)
 AG7454
 AG7454'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7454'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7455 ***********************************************************************
 AG7455  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7455  DESIGNATION -  872 6711 E TIDAL
 AG7455  PID         -  AG7455
 AG7455  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7455  USGS QUAD   -  TAMPA (1995)
 AG7455
 AG7455                         *CURRENT SURVEY CONTROL
 AG7455  ___________________________________________________________________
 AG7455* NAD 83(1986)-  27 57 37.     (N)    082 28 05.     (W)     SCALED    
 AG7455* NAVD 88     -         1.432  (meters)       4.70   (feet)  ADJUSTED  
 AG7455  ___________________________________________________________________
 AG7455  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7455  DYNAMIC HT  -           1.430 (meters)       4.69  (feet)  COMP
 AG7455  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AG7455
 AG7455  VERT ORDER  -  SECOND    CLASS I
 AG7455
 AG7455.The horizontal coordinates were scaled from a topographic map and have
 AG7455.an estimated accuracy of +/- 6 seconds.
 AG7455
 AG7455.The orthometric height was determined by differential leveling
 AG7455.and adjusted by the National Geodetic Survey in June 1991..
 AG7455
 AG7455.This Tidal Bench Mark is designated as VM 7533
 AG7455.by the Center for Operational Oceanographic Products and Services.
 AG7455
 AG7455.The geoid height was determined by GEOID03.
 AG7455
 AG7455.The dynamic height is computed by dividing the NAVD 88
 AG7455.geopotential number by the normal gravity value computed on the
 AG7455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7455.degrees latitude (g = 980.6199 gals.).
 AG7455
 AG7455.The modeled gravity was interpolated from observed gravity values.
 AG7455
 AG7455;                    North         East    Units  Estimated Accuracy
 AG7455;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7455
 AG7455                          SUPERSEDED SURVEY CONTROL
 AG7455
 AG7455  NGVD 29 (??/??/92)    1.694  (m)            5.56   (f) ADJ UNCH    2 1
 AG7455
 AG7455.Superseded values are not recommended for survey control.
 AG7455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7455.See file dsdata.txt to determine how the superseded data were derived.
 AG7455
 AG7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7455_MARKER: DJ = TIDAL STATION DISK
 AG7455_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7455+WITH SETTING: PAVEMENT
 AG7455_SP_SET: CONCRETE BASE FOR SIGN
 AG7455_STAMPING: 6711 E 1976
 AG7455_MARK LOGO: NOS   
 AG7455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7455+STABILITY: SURFACE MOTION
 AG7455
 AG7455  HISTORY     - Date     Condition        Report By
 AG7455  HISTORY     - 1976     MONUMENTED       NOS
 AG7455  HISTORY     - 1982     GOOD             FLDNR
 AG7455  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7455
 AG7455                          STATION DESCRIPTION
 AG7455
 AG7455'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7455'IN TAMPA.
 AG7455'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7455'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7455'AVENUE.  THE MARK BEARS 1 FOOT NORTHEAST OF A SUPER 5 GAS SIGN, 18
 AG7455'FEET NORTH OF THE NORTH EDGE OF THE DRY DOCK RAMP, AND 95 FEET
 AG7455'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE WASHROOM.
 AG7455
 AG7455                          STATION RECOVERY (2003)
 AG7455
 AG7455'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7455'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER. NEW
 AG7455'CONCRETE WAS POURED AROUND SIGN BASE IN 1987 COVERING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7453 ***********************************************************************
 AG7453  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7453  DESIGNATION -  872 6711 F TIDAL
 AG7453  PID         -  AG7453
 AG7453  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7453  USGS QUAD   -  TAMPA (1995)
 AG7453
 AG7453                         *CURRENT SURVEY CONTROL
 AG7453  ___________________________________________________________________
 AG7453* NAD 83(1986)-  27 57 37.     (N)    082 28 05.     (W)     SCALED    
 AG7453* NAVD 88     -         1.146  (meters)       3.76   (feet)  ADJUSTED  
 AG7453  ___________________________________________________________________
 AG7453  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG7453  DYNAMIC HT  -           1.145 (meters)       3.76  (feet)  COMP
 AG7453  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AG7453
 AG7453  VERT ORDER  -  SECOND    CLASS I
 AG7453
 AG7453.The horizontal coordinates were scaled from a topographic map and have
 AG7453.an estimated accuracy of +/- 6 seconds.
 AG7453
 AG7453.The orthometric height was determined by differential leveling
 AG7453.and adjusted by the National Geodetic Survey in June 1991..
 AG7453
 AG7453.This Tidal Bench Mark is designated as VM 7534
 AG7453.by the Center for Operational Oceanographic Products and Services.
 AG7453
 AG7453.The geoid height was determined by GEOID03.
 AG7453
 AG7453.The dynamic height is computed by dividing the NAVD 88
 AG7453.geopotential number by the normal gravity value computed on the
 AG7453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7453.degrees latitude (g = 980.6199 gals.).
 AG7453
 AG7453.The modeled gravity was interpolated from observed gravity values.
 AG7453
 AG7453;                    North         East    Units  Estimated Accuracy
 AG7453;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7453
 AG7453                          SUPERSEDED SURVEY CONTROL
 AG7453
 AG7453  NGVD 29 (??/??/92)    1.408  (m)            4.62   (f) ADJ UNCH    2 1
 AG7453
 AG7453.Superseded values are not recommended for survey control.
 AG7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7453.See file dsdata.txt to determine how the superseded data were derived.
 AG7453
 AG7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7453_MARKER: DJ = TIDAL STATION DISK
 AG7453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7453_SP_SET: CONCRETE WALKWAY
 AG7453_STAMPING: 6711 F 1976
 AG7453_MARK LOGO: NOS   
 AG7453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7453
 AG7453  HISTORY     - Date     Condition        Report By
 AG7453  HISTORY     - 1976     MONUMENTED       NOS
 AG7453  HISTORY     - 1982     GOOD             FLDNR
 AG7453  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7453
 AG7453                          STATION DESCRIPTION
 AG7453
 AG7453'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7453'IN TAMPA.
 AG7453'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7453'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7453'AVENUE.  THE MARK BEARS 2.5 FEET NORTH OF THE NORTHEAST CORNER OF
 AG7453'THE WASHROOM, 17 FEET SOUTH OF THE CENTERLINE OF THE BOAT RAMP, AND
 AG7453'37.4 FEET SOUTHWEST OF BENCH MARK 6711 B 1976.
 AG7453'THE MARK IS 2 FT ABOVE BOAT RAMP.
 AG7453
 AG7453                          STATION RECOVERY (2003)
 AG7453
 AG7453'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7453'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7581 ***********************************************************************
 AG7581  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7581  DESIGNATION -  872 6714 A TIDAL
 AG7581  PID         -  AG7581
 AG7581  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7581  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7581
 AG7581                         *CURRENT SURVEY CONTROL
 AG7581  ___________________________________________________________________
 AG7581* NAD 83(1986)-  27 57 58.     (N)    082 33 57.     (W)     SCALED    
 AG7581* NAVD 88     -         1.198  (meters)       3.93   (feet)  ADJUSTED  
 AG7581  ___________________________________________________________________
 AG7581  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG7581  DYNAMIC HT  -           1.197 (meters)       3.93  (feet)  COMP
 AG7581  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AG7581
 AG7581  VERT ORDER  -  SECOND    CLASS I
 AG7581
 AG7581.The horizontal coordinates were scaled from a topographic map and have
 AG7581.an estimated accuracy of +/- 6 seconds.
 AG7581
 AG7581.The orthometric height was determined by differential leveling
 AG7581.and adjusted by the National Geodetic Survey in June 1991..
 AG7581
 AG7581.This Tidal Bench Mark is designated as VM 7535
 AG7581.by the Center for Operational Oceanographic Products and Services.
 AG7581
 AG7581.The geoid height was determined by GEOID03.
 AG7581
 AG7581.The dynamic height is computed by dividing the NAVD 88
 AG7581.geopotential number by the normal gravity value computed on the
 AG7581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7581.degrees latitude (g = 980.6199 gals.).
 AG7581
 AG7581.The modeled gravity was interpolated from observed gravity values.
 AG7581
 AG7581;                    North         East    Units  Estimated Accuracy
 AG7581;SPC FL W     -   402,580.      144,330.      MT  (+/- 180 meters Scaled)
 AG7581
 AG7581                          SUPERSEDED SURVEY CONTROL
 AG7581
 AG7581  NGVD 29 (??/??/92)    1.467  (m)            4.81   (f) ADJ UNCH    2 1
 AG7581
 AG7581.Superseded values are not recommended for survey control.
 AG7581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7581.See file dsdata.txt to determine how the superseded data were derived.
 AG7581
 AG7581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL459944(NAD 83)
 AG7581_MARKER: DJ = TIDAL STATION DISK
 AG7581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7581_SP_SET: CONCRETE SEAWALL
 AG7581_STAMPING: 6714 A 1976
 AG7581_MARK LOGO: NOS   
 AG7581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7581+STABILITY: SURFACE MOTION
 AG7581
 AG7581  HISTORY     - Date     Condition        Report By
 AG7581  HISTORY     - 1976     MONUMENTED       NOS
 AG7581  HISTORY     - 1982     GOOD             FLDNR
 AG7581
 AG7581                          STATION DESCRIPTION
 AG7581
 AG7581'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7581'1.15 MI WEST FROM TAMPA.
 AG7581'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7581'BOULEVARD (STATE ROAD 589), GO 1.15 MILES WEST ON STATE HIGHWAY
 AG7581'60 TO THE MARK.  THE MARK IS AT THE ROCKY POINT BEACH RESORT, 20.9
 AG7581'FEET EAST OF THE DIVING BOARD FOR THE SWIMMING POOL, 28.8 FEET EAST
 AG7581'OF THE EAST EDGE OF THE SWIMMING POOL, 21.9 FEET WEST OF THE WEST
 AG7581'END OF A WOODEN DOCK, AND 0.9 FOOT WEST OF THE EAST EDGE OF THE
 AG7581'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7580 ***********************************************************************
 AG7580  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7580  DESIGNATION -  872 6714 B TIDAL
 AG7580  PID         -  AG7580
 AG7580  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7580  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7580
 AG7580                         *CURRENT SURVEY CONTROL
 AG7580  ___________________________________________________________________
 AG7580* NAD 83(1986)-  27 58 00.     (N)    082 33 56.     (W)     SCALED    
 AG7580* NAVD 88     -         1.335  (meters)       4.38   (feet)  ADJUSTED  
 AG7580  ___________________________________________________________________
 AG7580  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG7580  DYNAMIC HT  -           1.333 (meters)       4.37  (feet)  COMP
 AG7580  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AG7580
 AG7580  VERT ORDER  -  SECOND    CLASS I
 AG7580
 AG7580.The horizontal coordinates were scaled from a topographic map and have
 AG7580.an estimated accuracy of +/- 6 seconds.
 AG7580
 AG7580.The orthometric height was determined by differential leveling
 AG7580.and adjusted by the National Geodetic Survey in June 1991..
 AG7580
 AG7580.This Tidal Bench Mark is designated as VM 7536
 AG7580.by the Center for Operational Oceanographic Products and Services.
 AG7580
 AG7580.The geoid height was determined by GEOID03.
 AG7580
 AG7580.The dynamic height is computed by dividing the NAVD 88
 AG7580.geopotential number by the normal gravity value computed on the
 AG7580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7580.degrees latitude (g = 980.6199 gals.).
 AG7580
 AG7580.The modeled gravity was interpolated from observed gravity values.
 AG7580
 AG7580;                    North         East    Units  Estimated Accuracy
 AG7580;SPC FL W     -   402,640.      144,360.      MT  (+/- 180 meters Scaled)
 AG7580
 AG7580                          SUPERSEDED SURVEY CONTROL
 AG7580
 AG7580  NGVD 29 (??/??/92)    1.603  (m)            5.26   (f) ADJ UNCH    2 1
 AG7580
 AG7580.Superseded values are not recommended for survey control.
 AG7580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7580.See file dsdata.txt to determine how the superseded data were derived.
 AG7580
 AG7580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL460944(NAD 83)
 AG7580_MARKER: DJ = TIDAL STATION DISK
 AG7580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7580_SP_SET: CONCRETE SEAWALL
 AG7580_STAMPING: 6714 B 1976
 AG7580_MARK LOGO: NOS   
 AG7580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7580+STABILITY: SURFACE MOTION
 AG7580
 AG7580  HISTORY     - Date     Condition        Report By
 AG7580  HISTORY     - 1976     MONUMENTED       NOS
 AG7580  HISTORY     - 1982     GOOD             FLDNR
 AG7580  HISTORY     - 1990     GOOD             USPSQD
 AG7580
 AG7580                          STATION DESCRIPTION
 AG7580
 AG7580'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7580'1.15 MI WEST FROM TAMPA.
 AG7580'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7580'BOULEVARD (STATE ROAD 589), GO 1.15 MILES WEST ON STATE HIGHWAY
 AG7580'60 TO THE MARK.  THE MARK IS LOCATED AT THE ROCKY POINT BEACH
 AG7580'RESORT, 77.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RESORT
 AG7580'RESTAURANT, 30.0 FEET NORTHEAST OF A PALM TREE (SOUTH ONE OF A
 AG7580'GROUP OF THREE IN THE RESORT PARKING LOT, 1 FOOT EAST OF A WOODEN
 AG7580'GUARDRAIL, AND 0.9 FOOT WEST OF THE EAST EDGE OF THE SEAWALL.
 AG7580
 AG7580                          STATION RECOVERY (1990)
 AG7580
 AG7580'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7579 ***********************************************************************
 AG7579  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7579  DESIGNATION -  872 6714 C TIDAL
 AG7579  PID         -  AG7579
 AG7579  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7579  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7579
 AG7579                         *CURRENT SURVEY CONTROL
 AG7579  ___________________________________________________________________
 AG7579* NAD 83(1986)-  27 58 02.     (N)    082 33 52.     (W)     SCALED    
 AG7579* NAVD 88     -         1.459  (meters)       4.79   (feet)  ADJUSTED  
 AG7579  ___________________________________________________________________
 AG7579  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AG7579  DYNAMIC HT  -           1.457 (meters)       4.78  (feet)  COMP
 AG7579  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG7579
 AG7579  VERT ORDER  -  SECOND    CLASS I
 AG7579
 AG7579.The horizontal coordinates were scaled from a topographic map and have
 AG7579.an estimated accuracy of +/- 6 seconds.
 AG7579
 AG7579.The orthometric height was determined by differential leveling
 AG7579.and adjusted by the National Geodetic Survey in June 1991..
 AG7579
 AG7579.This Tidal Bench Mark is designated as VM 7537
 AG7579.by the Center for Operational Oceanographic Products and Services.
 AG7579
 AG7579.The geoid height was determined by GEOID03.
 AG7579
 AG7579.The dynamic height is computed by dividing the NAVD 88
 AG7579.geopotential number by the normal gravity value computed on the
 AG7579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7579.degrees latitude (g = 980.6199 gals.).
 AG7579
 AG7579.The modeled gravity was interpolated from observed gravity values.
 AG7579
 AG7579;                    North         East    Units  Estimated Accuracy
 AG7579;SPC FL W     -   402,710.      144,470.      MT  (+/- 180 meters Scaled)
 AG7579
 AG7579                          SUPERSEDED SURVEY CONTROL
 AG7579
 AG7579  NGVD 29 (??/??/92)    1.727  (m)            5.67   (f) ADJ UNCH    2 1
 AG7579
 AG7579.Superseded values are not recommended for survey control.
 AG7579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7579.See file dsdata.txt to determine how the superseded data were derived.
 AG7579
 AG7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL461945(NAD 83)
 AG7579_MARKER: DJ = TIDAL STATION DISK
 AG7579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7579_SP_SET: CONCRETE SEAWALL
 AG7579_STAMPING: 6714 C 1976
 AG7579_MARK LOGO: NOS   
 AG7579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7579+STABILITY: SURFACE MOTION
 AG7579
 AG7579  HISTORY     - Date     Condition        Report By
 AG7579  HISTORY     - 1976     MONUMENTED       NOS
 AG7579  HISTORY     - 1982     GOOD             FLDNR
 AG7579  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7579
 AG7579                          STATION DESCRIPTION
 AG7579
 AG7579'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7579'1.10 MI WEST FROM TAMPA.
 AG7579'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7579'BOULEVARD (STATE ROAD 589), GO 1.1 MILES WEST ON STATE HIGHWAY
 AG7579'60 TO THE MARK.  THE MARK IS NEAR THE ROCKY POINT BEACH RESORT, 47
 AG7579'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 200 FEET EAST OF THE
 AG7579'JUNCTION OF THE EAST/WEST SEAWALL WITH A NORTH/SOUTH SEAWALL, AND
 AG7579'0.8 FOOT NORTH OF THE SOUTH EDGE OF THE SEAWALL.
 AG7579'THE MARK IS 1 FT BELOW HIGHWAY.
 AG7579
 AG7579                          STATION RECOVERY (2001)
 AG7579
 AG7579'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7578 ***********************************************************************
 AG7578  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7578  DESIGNATION -  872 6714 E TIDAL
 AG7578  PID         -  AG7578
 AG7578  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7578  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7578
 AG7578                         *CURRENT SURVEY CONTROL
 AG7578  ___________________________________________________________________
 AG7578* NAD 83(1986)-  27 58 01.     (N)    082 33 47.     (W)     SCALED    
 AG7578* NAVD 88     -         1.235  (meters)       4.05   (feet)  ADJUSTED  
 AG7578  ___________________________________________________________________
 AG7578  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AG7578  DYNAMIC HT  -           1.233 (meters)       4.05  (feet)  COMP
 AG7578  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG7578
 AG7578  VERT ORDER  -  SECOND    CLASS I
 AG7578
 AG7578.The horizontal coordinates were scaled from a topographic map and have
 AG7578.an estimated accuracy of +/- 6 seconds.
 AG7578
 AG7578.The orthometric height was determined by differential leveling
 AG7578.and adjusted by the National Geodetic Survey in June 1991..
 AG7578
 AG7578.This Tidal Bench Mark is designated as VM 7538
 AG7578.by the Center for Operational Oceanographic Products and Services.
 AG7578
 AG7578.The geoid height was determined by GEOID03.
 AG7578
 AG7578.The dynamic height is computed by dividing the NAVD 88
 AG7578.geopotential number by the normal gravity value computed on the
 AG7578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7578.degrees latitude (g = 980.6199 gals.).
 AG7578
 AG7578.The modeled gravity was interpolated from observed gravity values.
 AG7578
 AG7578;                    North         East    Units  Estimated Accuracy
 AG7578;SPC FL W     -   402,670.      144,600.      MT  (+/- 180 meters Scaled)
 AG7578
 AG7578                          SUPERSEDED SURVEY CONTROL
 AG7578
 AG7578  NGVD 29 (??/??/92)    1.504  (m)            4.93   (f) ADJ UNCH    2 1
 AG7578
 AG7578.Superseded values are not recommended for survey control.
 AG7578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7578.See file dsdata.txt to determine how the superseded data were derived.
 AG7578
 AG7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL462945(NAD 83)
 AG7578_MARKER: DJ = TIDAL STATION DISK
 AG7578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7578_SP_SET: CONCRETE SEAWALL
 AG7578_STAMPING: 6714 E 1976
 AG7578_MARK LOGO: NOS   
 AG7578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7578+STABILITY: SURFACE MOTION
 AG7578
 AG7578  HISTORY     - Date     Condition        Report By
 AG7578  HISTORY     - 1976     MONUMENTED       NOS
 AG7578  HISTORY     - 1982     GOOD             FLDNR
 AG7578  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7578
 AG7578                          STATION DESCRIPTION
 AG7578
 AG7578'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7578'1.0 MI WEST FROM TAMPA.
 AG7578'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7578'BOULEVARD (STATE ROAD 589), GO 1.0 MILE WEST ON STATE HIGHWAY 60
 AG7578'TO THE MARK.  THE MARK BEARS 47.5 FEET SOUTH OF THE CENTERLINE OF
 AG7578'THE HIGHWAY, 300 FEET EAST OF A SMALL BRIDGE, AND ABOUT 0.15 MILE
 AG7578'EAST OF THE ENTRANCE TO THE CAUSEWAY INN.
 AG7578'THE MARK IS 1 FT BELOW HIGHWAY.
 AG7578
 AG7578                          STATION RECOVERY (2001)
 AG7578
 AG7578'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7577 ***********************************************************************
 AG7577  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7577  DESIGNATION -  872 6714 F TIDAL FLDT
 AG7577  PID         -  AG7577
 AG7577  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7577  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7577
 AG7577                         *CURRENT SURVEY CONTROL
 AG7577  ___________________________________________________________________
 AG7577* NAD 83(1986)-  27 58 01.     (N)    082 33 41.     (W)     SCALED    
 AG7577* NAVD 88     -         1.403  (meters)       4.60   (feet)  ADJUSTED  
 AG7577  ___________________________________________________________________
 AG7577  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AG7577  DYNAMIC HT  -           1.401 (meters)       4.60  (feet)  COMP
 AG7577  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG7577
 AG7577  VERT ORDER  -  SECOND    CLASS I
 AG7577
 AG7577.The horizontal coordinates were scaled from a topographic map and have
 AG7577.an estimated accuracy of +/- 6 seconds.
 AG7577
 AG7577.The orthometric height was determined by differential leveling
 AG7577.and adjusted by the National Geodetic Survey in June 1991..
 AG7577
 AG7577.This Tidal Bench Mark is designated as VM 7539
 AG7577.by the Center for Operational Oceanographic Products and Services.
 AG7577
 AG7577.The geoid height was determined by GEOID03.
 AG7577
 AG7577.The dynamic height is computed by dividing the NAVD 88
 AG7577.geopotential number by the normal gravity value computed on the
 AG7577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7577.degrees latitude (g = 980.6199 gals.).
 AG7577
 AG7577.The modeled gravity was interpolated from observed gravity values.
 AG7577
 AG7577;                    North         East    Units  Estimated Accuracy
 AG7577;SPC FL W     -   402,670.      144,770.      MT  (+/- 180 meters Scaled)
 AG7577
 AG7577                          SUPERSEDED SURVEY CONTROL
 AG7577
 AG7577  NGVD 29 (??/??/92)    1.671  (m)            5.48   (f) ADJ UNCH    2 1
 AG7577
 AG7577.Superseded values are not recommended for survey control.
 AG7577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7577.See file dsdata.txt to determine how the superseded data were derived.
 AG7577
 AG7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL464945(NAD 83)
 AG7577_MARKER: DB = BENCH MARK DISK
 AG7577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7577_SP_SET: CONCRETE SEAWALL
 AG7577_STAMPING: 6714 F
 AG7577_MARK LOGO: FLDT  
 AG7577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7577+STABILITY: SURFACE MOTION
 AG7577
 AG7577  HISTORY     - Date     Condition        Report By
 AG7577  HISTORY     - UNK      MONUMENTED       FLDT
 AG7577  HISTORY     - 1982     GOOD             FLDNR
 AG7577  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7577
 AG7577                          STATION DESCRIPTION
 AG7577
 AG7577'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7577'0.9 MI WEST FROM TAMPA.
 AG7577'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7577'BOULEVARD (STATE ROAD 589), GO 0.9 MILE WEST ON STATE HIGHWAY
 AG7577'60 TO THE MARK.  THE MARK BEARS 49 FEET SOUTH OF THE CENTERLINE OF
 AG7577'THE HIGHWAY, ABOUT 200 FEET EAST OF A SMALL BRIDGE, AND 0.8 FOOT
 AG7577'NORTH OF THE SOUTH EDGE OF THE SEAWALL.  THE MARK WAS STAMPED BY
 AG7577'FLDNR.
 AG7577'THE MARK IS 1 FT BELOW HIGHWAY.
 AG7577
 AG7577                          STATION RECOVERY (2001)
 AG7577
 AG7577'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7196 ***********************************************************************
 AG7196  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7196  DESIGNATION -  872 6724 A TIDAL
 AG7196  PID         -  AG7196
 AG7196  STATE/COUNTY-  FL/PINELLAS
 AG7196  USGS QUAD   -  CLEARWATER (1987)
 AG7196
 AG7196                         *CURRENT SURVEY CONTROL
 AG7196  ___________________________________________________________________
 AG7196* NAD 83(1986)-  27 58 35.     (N)    082 49 40.     (W)     SCALED    
 AG7196* NAVD 88     -         1.205  (meters)       3.95   (feet)  ADJUSTED  
 AG7196  ___________________________________________________________________
 AG7196  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG7196  DYNAMIC HT  -           1.204 (meters)       3.95  (feet)  COMP
 AG7196  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 AG7196
 AG7196  VERT ORDER  -  FIRST     CLASS II
 AG7196
 AG7196.The horizontal coordinates were scaled from a topographic map and have
 AG7196.an estimated accuracy of +/- 6 seconds.
 AG7196
 AG7196.The orthometric height was determined by differential leveling
 AG7196.and adjusted by the National Geodetic Survey in June 1991..
 AG7196
 AG7196.This Tidal Bench Mark is designated as VM 745
 AG7196.by the Center for Operational Oceanographic Products and Services.
 AG7196
 AG7196.The geoid height was determined by GEOID03.
 AG7196
 AG7196.The dynamic height is computed by dividing the NAVD 88
 AG7196.geopotential number by the normal gravity value computed on the
 AG7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7196.degrees latitude (g = 980.6199 gals.).
 AG7196
 AG7196.The modeled gravity was interpolated from observed gravity values.
 AG7196
 AG7196;                    North         East    Units  Estimated Accuracy
 AG7196;SPC FL W     -   403,870.      118,560.      MT  (+/- 180 meters Scaled)
 AG7196
 AG7196                          SUPERSEDED SURVEY CONTROL
 AG7196
 AG7196  NGVD 29 (??/??/92)    1.468  (m)            4.82   (f) ADJ UNCH    1 2
 AG7196
 AG7196.Superseded values are not recommended for survey control.
 AG7196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7196.See file dsdata.txt to determine how the superseded data were derived.
 AG7196
 AG7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL202959(NAD 83)
 AG7196_MARKER: DB = BENCH MARK DISK
 AG7196_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7196_SP_SET: SEA WALL
 AG7196_STAMPING: 6724 A 1978
 AG7196_MARK LOGO: NOS   
 AG7196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7196
 AG7196  HISTORY     - Date     Condition        Report By
 AG7196  HISTORY     - 1978     MONUMENTED       NOS
 AG7196  HISTORY     - 1978     GOOD             NGS
 AG7196  HISTORY     - 1982     GOOD             FLDNR
 AG7196  HISTORY     - 1985     GOOD             USPSQD
 AG7196  HISTORY     - 19960206 GOOD             USPSQD
 AG7196
 AG7196                          STATION DESCRIPTION
 AG7196
 AG7196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7196'IN CLEARWATER BEACH.
 AG7196'SET FLUSH IN THE CONCRETE SEAWALL UNDER AN IRON GUARDRAIL , AT THE
 AG7196'NORTHWEST CORNER OF CLEARWATER MARINA HARBOR IN CLEARWATER BEACH,
 AG7196'12 FEET EAST OF THE EAST CURB OF GULFVIEW BOULEVARD, 7 FEET SOUTHEAST
 AG7196'OF A LARGE METAL POLE SUPPORTING CABLES TO SIGN, 3 FEET EAST OF THE
 AG7196'CORNER POST OF THE METAL GUARDRAIL, 6 FEET SOUTHEAST OF A METAL
 AG7196'PLATE, FLUSH WITH THE SIDEWALK READING WATER METER GULF FOUNDRY CO.,
 AG7196'0.1 MILE WEST OF CLEARWATER BEACH STATION POST OFFICE.
 AG7196'THE MARK IS 1 FT ABOVE BOULEVARD.
 AG7196
 AG7196                          STATION RECOVERY (1982)
 AG7196
 AG7196'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7196'RECOVERED IN GOOD CONDITION.
 AG7196
 AG7196                          STATION RECOVERY (1985)
 AG7196
 AG7196'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG7196'RECOVERED IN GOOD CONDITION.
 AG7196
 AG7196                          STATION RECOVERY (1996)
 AG7196
 AG7196'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7198 ***********************************************************************
 AG7198  DESIGNATION -  872 6724 C TIDAL C OF C
 AG7198  PID         -  AG7198
 AG7198  STATE/COUNTY-  FL/PINELLAS
 AG7198  USGS QUAD   -  CLEARWATER (1987)
 AG7198
 AG7198                         *CURRENT SURVEY CONTROL
 AG7198  ___________________________________________________________________
 AG7198* NAD 83(1986)-  27 58 36.     (N)    082 49 42.     (W)     SCALED    
 AG7198* NAVD 88     -         1.651  (meters)       5.42   (feet)  ADJUSTED  
 AG7198  ___________________________________________________________________
 AG7198  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG7198  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 AG7198  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AG7198
 AG7198  VERT ORDER  -  FIRST     CLASS II
 AG7198
 AG7198.The horizontal coordinates were scaled from a topographic map and have
 AG7198.an estimated accuracy of +/- 6 seconds.
 AG7198
 AG7198.The orthometric height was determined by differential leveling
 AG7198.and adjusted by the National Geodetic Survey in June 1991..
 AG7198.WARNING-Repeat measurements at this control monument indicate possible
 AG7198.vertical movement.
 AG7198
 AG7198.The geoid height was determined by GEOID03.
 AG7198
 AG7198.The dynamic height is computed by dividing the NAVD 88
 AG7198.geopotential number by the normal gravity value computed on the
 AG7198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7198.degrees latitude (g = 980.6199 gals.).
 AG7198
 AG7198.The modeled gravity was interpolated from observed gravity values.
 AG7198
 AG7198;                    North         East    Units  Estimated Accuracy
 AG7198;SPC FL W     -   403,900.      118,510.      MT  (+/- 180 meters Scaled)
 AG7198
 AG7198                          SUPERSEDED SURVEY CONTROL
 AG7198
 AG7198  NGVD 29 (??/??/92)    1.913  (m)            6.28   (f) ADJ UNCH    1 2
 AG7198
 AG7198.Superseded values are not recommended for survey control.
 AG7198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7198.See file dsdata.txt to determine how the superseded data were derived.
 AG7198
 AG7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201959(NAD 83)
 AG7198_MARKER: DB = BENCH MARK DISK
 AG7198_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7198_SP_SET: SIDEWALK
 AG7198_MARK LOGO: FL0570
 AG7198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7198
 AG7198  HISTORY     - Date     Condition        Report By
 AG7198  HISTORY     - UNK      MONUMENTED       FL0570
 AG7198  HISTORY     - 1978     GOOD             NGS
 AG7198  HISTORY     - 1982     GOOD             FLDNR
 AG7198  HISTORY     - 19870827 MARK NOT FOUND   USPSQD
 AG7198
 AG7198                          STATION DESCRIPTION
 AG7198
 AG7198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7198'IN CLEARWATER BEACH.
 AG7198'IN TOP OF THE SOUTHWEST END OF SIDEWALK, AT EAST END OF BEACH, 41 FEET
 AG7198'SOUTH OF POWER POLE NUMBER 6A-8475, 32.5 FEET WEST OF CENTERLINE OF
 AG7198'CORONADO DRIVE, 14 FEET SOUTH OF PARKING METER NUMBER 1089.
 AG7198'THIS MARK IS UNSTAMPED.
 AG7198
 AG7198                          STATION RECOVERY (1982)
 AG7198
 AG7198'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7198'RECOVERED IN GOOD CONDITION.
 AG7198
 AG7198                          STATION RECOVERY (1987)
 AG7198
 AG7198'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG7198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7194 ***********************************************************************
 AG7194  DESIGNATION -  872 6724 E TIDAL FLHD
 AG7194  PID         -  AG7194
 AG7194  STATE/COUNTY-  FL/PINELLAS
 AG7194  USGS QUAD   -  CLEARWATER (1987)
 AG7194
 AG7194                         *CURRENT SURVEY CONTROL
 AG7194  ___________________________________________________________________
 AG7194* NAD 83(1986)-  27 58 38.     (N)    082 49 29.     (W)     SCALED    
 AG7194* NAVD 88     -         4.972  (meters)      16.31   (feet)  ADJUSTED  
 AG7194  ___________________________________________________________________
 AG7194  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG7194  DYNAMIC HT  -           4.965 (meters)      16.29  (feet)  COMP
 AG7194  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 AG7194
 AG7194  VERT ORDER  -  FIRST     CLASS II
 AG7194
 AG7194.The horizontal coordinates were scaled from a topographic map and have
 AG7194.an estimated accuracy of +/- 6 seconds.
 AG7194
 AG7194.The orthometric height was determined by differential leveling
 AG7194.and adjusted by the National Geodetic Survey in June 1991..
 AG7194
 AG7194.The geoid height was determined by GEOID03.
 AG7194
 AG7194.The dynamic height is computed by dividing the NAVD 88
 AG7194.geopotential number by the normal gravity value computed on the
 AG7194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7194.degrees latitude (g = 980.6199 gals.).
 AG7194
 AG7194.The modeled gravity was interpolated from observed gravity values.
 AG7194
 AG7194;                    North         East    Units  Estimated Accuracy
 AG7194;SPC FL W     -   403,960.      118,870.      MT  (+/- 180 meters Scaled)
 AG7194
 AG7194                          SUPERSEDED SURVEY CONTROL
 AG7194
 AG7194  NGVD 29 (??/??/92)    5.235  (m)           17.18   (f) ADJ UNCH    1 2
 AG7194
 AG7194.Superseded values are not recommended for survey control.
 AG7194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7194.See file dsdata.txt to determine how the superseded data were derived.
 AG7194
 AG7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205960(NAD 83)
 AG7194_MARKER: DD = SURVEY DISK
 AG7194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7194_SP_SET: BRIDGE
 AG7194_MARK LOGO: FLHD  
 AG7194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7194
 AG7194  HISTORY     - Date     Condition        Report By
 AG7194  HISTORY     - UNK      MONUMENTED       FLHD
 AG7194  HISTORY     - 1978     GOOD             NGS
 AG7194  HISTORY     - 1982     GOOD             FLDNR
 AG7194
 AG7194                          STATION DESCRIPTION
 AG7194
 AG7194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7194'IN CLEARWATER BEACH.
 AG7194'SET IN TOP OF THE SOUTHWEST END OF NEW HIGHWAY BRIDGE OVER HARBOR,
 AG7194'20.8 FEET SOUTH OF CENTERLINE OF HIGHWAY, BRIDGE NUMBER H-21-4.
 AG7194'THERE WAS NO STAMPING ON THE DISK.
 AG7194'THE MARK IS 2 FT ABOVE HIGHWAY.
 AG7194
 AG7194                          STATION RECOVERY (1982)
 AG7194
 AG7194'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9359 ***********************************************************************
 AG9359  CBN         -  This is a Cooperative Base Network Control Station.
 AG9359  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9359  DESIGNATION -  872 6724 N TIDAL
 AG9359  PID         -  AG9359
 AG9359  STATE/COUNTY-  FL/PINELLAS
 AG9359  USGS QUAD   -  CLEARWATER (1987)
 AG9359
 AG9359                         *CURRENT SURVEY CONTROL
 AG9359  ___________________________________________________________________
 AG9359* NAD 83(1999)-  27 58 35.54130(N)    082 49 44.16505(W)     ADJUSTED  
 AG9359* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 AG9359  ___________________________________________________________________
 AG9359  X           -     703,669.057 (meters)                     COMP
 AG9359  Y           -  -5,592,827.035 (meters)                     COMP
 AG9359  Z           -   2,974,198.693 (meters)                     COMP
 AG9359  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AG9359  ELLIP HEIGHT-         -22.93  (meters)          (04/12/01) GPS OBS
 AG9359  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG9359
 AG9359  HORZ ORDER  -  A
 AG9359  ELLP ORDER  -  FOURTH    CLASS I
 AG9359
 AG9359.The horizontal coordinates were established by GPS observations
 AG9359.and adjusted by the National Geodetic Survey in April 2001..
 AG9359
 AG9359.The orthometric height was determined by GPS observations and a
 AG9359.high-resolution geoid model.
 AG9359
 AG9359.This Tidal Bench Mark is designated as VM 748
 AG9359.by the Center for Operational Oceanographic Products and Services.
 AG9359
 AG9359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9359
 AG9359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9359
 AG9359.The ellipsoidal height was determined by GPS observations
 AG9359.and is referenced to NAD 83.
 AG9359
 AG9359.The geoid height was determined by GEOID03.
 AG9359
 AG9359;                    North         East     Units Scale Factor Converg.
 AG9359;SPC FL W     -   403,885.985   118,449.972   MT  1.00002323   -0 23 20.0
 AG9359;SPC FL W     - 1,325,082.60    388,614.62   sFT  1.00002323   -0 23 20.0
 AG9359;UTM  17      - 3,095,950.616   320,118.364   MT  0.99999939   -0 51 29.5
 AG9359
 AG9359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9359!SPC FL W     -   1.00000360  x   1.00002323  =   1.00002683
 AG9359!UTM  17      -   1.00000360  x   0.99999939  =   1.00000299
 AG9359
 AG9359                          SUPERSEDED SURVEY CONTROL
 AG9359
 AG9359  NAD 83(1990)-  27 58 35.53934(N)    082 49 44.16473(W) AD(       ) B
 AG9359  ELLIP H (09/13/90)  -22.87   (m)                       GP(       ) 4 1
 AG9359  NGVD 29 (04/21/95)    1.9    (m)            6.     (f) GPS OBS        
 AG9359
 AG9359.Superseded values are not recommended for survey control.
 AG9359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9359.See file dsdata.txt to determine how the superseded data were derived.
 AG9359
 AG9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2011895951(NAD 83)
 AG9359_MARKER: DJ = TIDAL STATION DISK
 AG9359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9359_SP_SET: STAINLESS STEEL ROD
 AG9359_STAMPING: 6724 N 1984
 AG9359_MARK LOGO: NOS   
 AG9359_PROJECTION: PROJECTING 15 CENTIMETERS
 AG9359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9359+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 AG9359_ROD/PIPE-DEPTH: 12.5 meters
 AG9359
 AG9359  HISTORY     - Date     Condition        Report By
 AG9359  HISTORY     - 1984     MONUMENTED       NOS
 AG9359  HISTORY     - 1989     GOOD             NGS
 AG9359  HISTORY     - 19930204 GOOD             NOS
 AG9359  HISTORY     - 19990405 GOOD             FLDT
 AG9359  HISTORY     - 20050204 GOOD             POLASS
 AG9359
 AG9359                          STATION DESCRIPTION
 AG9359
 AG9359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AG9359'THE STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) WEST OF CLEARWATER, AT
 AG9359'THE CLEARWATER BEACH, ON THE WEST SIDE OF A PARKING LOT AT BIG PIER
 AG9359'60, ABOUT 70 M (229.7 FT) SOUTH OF THE PIER.  OWNERSHIP--CITY OF
 AG9359'CLEARWATER.
 AG9359'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19
 AG9359'ALTERNATE (FT HARRISON AVE) AND STATE ROAD 60 (CLEVELAND ST) ON THE
 AG9359'WEST SIDE OF CLEARWATER, GO NORTHWESTERLY FOR 3.15 KM (1.95 MI) ON
 AG9359'STATE ROD 60 TO MANDALAY AVE.  TURN LEFT AND GO SOUTH FOR 0.24 KM
 AG9359'(0.15 MI) ON MANDALAY AVE TO GULF VIEW BLVD.  TURN RIGHT AND GO WEST
 AG9359'FOR 0.17 KM (0.10 MI) ON GULF VIEW BLVD TO THE SOUTHWEST ENTRANCE TO A
 AG9359'PARKING LOT AT BIG PIER 60.  TURN RIGHT AND GO NORTH FOR 0.08 KM
 AG9359'(0.05 MI) ON THE WEST SIDE OF PARKING LOT TO THE STATION ON LEFT.
 AG9359'THE STATION IS RECESSED 18 CM BELOW GROUND.  LOCATED 30.57 M
 AG9359'(100.3 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF THE CONCRETE
 AG9359'PAD FOR PUBLIC SHOWER, 25.45 M (83.5 FT) SOUTH FROM THE SOUTHWEST
 AG9359'CORNER OF CONCRETE PAD FOR PUBLIC SHOWER, 22.19 M (72.8 FT) SOUTH FROM
 AG9359'A CONCRETE LIGHT POLE, 16.09 M (52.8 FT) NORTH FROM A CONCRETE LIGHT
 AG9359'POLE AND 0.43 M (1.4 FT) WEST FROM THE WEST EDGE OF A CONCRETE
 AG9359'SIDEWALK.  NOTE--ROD DRIVEN TO REFUSAL.  ACCESS TO DISK IS HAD THROUGH
 AG9359'A 4-INCH PVC PIPE.
 AG9359'DESCRIBED BY D.F. CALLAHAN.
 AG9359
 AG9359                          STATION RECOVERY (1993)
 AG9359
 AG9359'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AG9359'RECOVERED AS DESCRIBED.
 AG9359
 AG9359                          STATION RECOVERY (1999)
 AG9359
 AG9359'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AG9359'RECOVERED AS DESCRIBED.
 AG9359
 AG9359                          STATION RECOVERY (2005)
 AG9359
 AG9359'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AG9359'EXCELLENT GPS STATION, BRING CASH FOR GATED PARKING LOT. MARKER IS
 AG9359'UNDISTURBED AND STABLE.  DATASHEET INCORRECTLY READS BAY COUNTY
 AG9359'FLORIDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6374 ***********************************************************************
 AG6374  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6374  DESIGNATION -  872 6724 TIDAL 1
 AG6374  PID         -  AG6374
 AG6374  STATE/COUNTY-  FL/PINELLAS
 AG6374  USGS QUAD   -  CLEARWATER (1987)
 AG6374
 AG6374                         *CURRENT SURVEY CONTROL
 AG6374  ___________________________________________________________________
 AG6374* NAD 83(1986)-  27 58 37.     (N)    082 49 43.     (W)     SCALED    
 AG6374* NAVD 88     -         1.963  (meters)       6.44   (feet)  ADJUSTED  
 AG6374  ___________________________________________________________________
 AG6374  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG6374  DYNAMIC HT  -           1.960 (meters)       6.43  (feet)  COMP
 AG6374  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AG6374
 AG6374  VERT ORDER  -  FIRST     CLASS II
 AG6374
 AG6374.The horizontal coordinates were scaled from a topographic map and have
 AG6374.an estimated accuracy of +/- 6 seconds.
 AG6374
 AG6374.The orthometric height was determined by differential leveling
 AG6374.and adjusted by the National Geodetic Survey in June 1991..
 AG6374
 AG6374.This Tidal Bench Mark is designated as VM 743
 AG6374.by the Center for Operational Oceanographic Products and Services.
 AG6374
 AG6374.The geoid height was determined by GEOID03.
 AG6374
 AG6374.The dynamic height is computed by dividing the NAVD 88
 AG6374.geopotential number by the normal gravity value computed on the
 AG6374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6374.degrees latitude (g = 980.6199 gals.).
 AG6374
 AG6374.The modeled gravity was interpolated from observed gravity values.
 AG6374
 AG6374;                    North         East    Units  Estimated Accuracy
 AG6374;SPC FL W     -   403,930.      118,480.      MT  (+/- 180 meters Scaled)
 AG6374
 AG6374                          SUPERSEDED SURVEY CONTROL
 AG6374
 AG6374  NGVD 29 (??/??/92)    2.226  (m)            7.30   (f) ADJ UNCH    1 2
 AG6374
 AG6374.Superseded values are not recommended for survey control.
 AG6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6374.See file dsdata.txt to determine how the superseded data were derived.
 AG6374
 AG6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201959(NAD 83)
 AG6374_MARKER: DB = BENCH MARK DISK
 AG6374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6374_SP_SET: CONCRETE BASE
 AG6374_STAMPING: 1, 1973
 AG6374_MARK LOGO: NOS   
 AG6374
 AG6374  HISTORY     - Date     Condition        Report By
 AG6374  HISTORY     - UNK      MONUMENTED
 AG6374  HISTORY     - 1976     GOOD             NGS
 AG6374  HISTORY     - 1978     GOOD             NGS
 AG6374  HISTORY     - 1982     GOOD             FLDNR
 AG6374  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG6374
 AG6374                          STATION DESCRIPTION
 AG6374
 AG6374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6374'IN CLEARWATER BEACH.
 AG6374'AT THE HEAD OF BIG PIER 60, UNDER THE OBSERVATION TOWER, SET FLUSH IN
 AG6374'THE 12 FT. CONCRETE BASE WHICH SUPPORTS THE (4) 1 FT. SQUARE CONCRETE
 AG6374'PILLARS.  ABOUT 15 FT. SOUTH OF SOUTH RAIL OR PIER.  AOBUT 8 FT. EAST
 AG6374'OF A 4 IN. THICK CONCRETE RAIL PARALLEL TO THE BEACH, 1 FT. EAST OF
 AG6374'THE NORTHWEST PILLAR BETWEEN THE NORTHWEST AND NORTHEAST PILLARS.
 AG6374
 AG6374                          STATION RECOVERY (1978)
 AG6374
 AG6374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6374'SET IN THE TOP CENTER OF OLD OBSERVATION TOWER FOUNDATION, AT EAST
 AG6374'END OF PIER, 38 FEET NORTHWEST CORNER OF PARKING LOT, 15 FEET SOUTH
 AG6374'OF GUARDRAIL, 10 FEET EAST OF BEACH FENCE.
 AG6374
 AG6374                          STATION RECOVERY (1982)
 AG6374
 AG6374'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6374'RECOVERED IN GOOD CONDITION.
 AG6374
 AG6374                          STATION RECOVERY (1985)
 AG6374
 AG6374'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG6374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6375 ***********************************************************************
 AG6375  DESIGNATION -  872 6724 TIDAL BOLT FLDNR
 AG6375  PID         -  AG6375
 AG6375  STATE/COUNTY-  FL/PINELLAS
 AG6375  USGS QUAD   -  CLEARWATER (1987)
 AG6375
 AG6375                         *CURRENT SURVEY CONTROL
 AG6375  ___________________________________________________________________
 AG6375* NAD 83(1986)-  27 58 38.     (N)    082 49 48.     (W)     SCALED    
 AG6375* NAVD 88     -         2.467  (meters)       8.09   (feet)  ADJUSTED  
 AG6375  ___________________________________________________________________
 AG6375  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG6375  DYNAMIC HT  -           2.463 (meters)       8.08  (feet)  COMP
 AG6375  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AG6375
 AG6375  VERT ORDER  -  SECOND    CLASS I
 AG6375
 AG6375.The horizontal coordinates were scaled from a topographic map and have
 AG6375.an estimated accuracy of +/- 6 seconds.
 AG6375
 AG6375.The orthometric height was determined by differential leveling
 AG6375.and adjusted by the National Geodetic Survey in June 1991..
 AG6375
 AG6375.The geoid height was determined by GEOID03.
 AG6375
 AG6375.The dynamic height is computed by dividing the NAVD 88
 AG6375.geopotential number by the normal gravity value computed on the
 AG6375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6375.degrees latitude (g = 980.6199 gals.).
 AG6375
 AG6375.The modeled gravity was interpolated from observed gravity values.
 AG6375
 AG6375;                    North         East    Units  Estimated Accuracy
 AG6375;SPC FL W     -   403,960.      118,350.      MT  (+/- 180 meters Scaled)
 AG6375
 AG6375                          SUPERSEDED SURVEY CONTROL
 AG6375
 AG6375  NGVD 29 (??/??/92)    2.729  (m)            8.95   (f) ADJ UNCH    2 1
 AG6375
 AG6375.Superseded values are not recommended for survey control.
 AG6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6375.See file dsdata.txt to determine how the superseded data were derived.
 AG6375
 AG6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL200960(NAD 83)
 AG6375_MARKER: B = BOLT
 AG6375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6375_SP_SET: PIER
 AG6375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6375
 AG6375  HISTORY     - Date     Condition        Report By
 AG6375  HISTORY     - UNK      MONUMENTED       FLDNR
 AG6375  HISTORY     - 1976     GOOD             NGS
 AG6375
 AG6375                          STATION DESCRIPTION
 AG6375
 AG6375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6375'IN CLEARWATER BEACH.
 AG6375'A 1/2 FT. IRON BOLT LOCATED ON LEFT SIDE OF TIDE BRACE THAT HOLDS THE
 AG6375'CLEARWATER BEACH TIDE GAGE SECURE TO THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7733 ***********************************************************************
 AG7733  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7733  DESIGNATION -  872 6725 TIDAL 1
 AG7733  PID         -  AG7733
 AG7733  STATE/COUNTY-  FL/PINELLAS
 AG7733  USGS QUAD   -  CLEARWATER (1987)
 AG7733
 AG7733                         *CURRENT SURVEY CONTROL
 AG7733  ___________________________________________________________________
 AG7733* NAD 83(1986)-  27 58 31.     (N)    082 47 59.     (W)     SCALED    
 AG7733* NAVD 88     -         1.315  (meters)       4.31   (feet)  ADJUSTED  
 AG7733  ___________________________________________________________________
 AG7733  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG7733  DYNAMIC HT  -           1.313 (meters)       4.31  (feet)  COMP
 AG7733  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AG7733
 AG7733  VERT ORDER  -  SECOND    CLASS I
 AG7733
 AG7733.The horizontal coordinates were scaled from a topographic map and have
 AG7733.an estimated accuracy of +/- 6 seconds.
 AG7733
 AG7733.The orthometric height was determined by differential leveling
 AG7733.and adjusted by the National Geodetic Survey in June 1991..
 AG7733
 AG7733.This Tidal Bench Mark is designated as VM 10697
 AG7733.by the Center for Operational Oceanographic Products and Services.
 AG7733
 AG7733.The geoid height was determined by GEOID03.
 AG7733
 AG7733.The dynamic height is computed by dividing the NAVD 88
 AG7733.geopotential number by the normal gravity value computed on the
 AG7733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7733.degrees latitude (g = 980.6199 gals.).
 AG7733
 AG7733.The modeled gravity was interpolated from observed gravity values.
 AG7733
 AG7733;                    North         East    Units  Estimated Accuracy
 AG7733;SPC FL W     -   403,730.      121,320.      MT  (+/- 180 meters Scaled)
 AG7733
 AG7733                          SUPERSEDED SURVEY CONTROL
 AG7733
 AG7733.No superseded survey control is available for this station.
 AG7733
 AG7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229957(NAD 83)
 AG7733_MARKER: DJ = TIDAL STATION DISK
 AG7733_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7733_SP_SET: CONCRETE SEAWALL
 AG7733_STAMPING: NO 1 1975
 AG7733_MARK LOGO: NOS   
 AG7733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7733+STABILITY: SURFACE MOTION
 AG7733
 AG7733  HISTORY     - Date     Condition        Report By
 AG7733  HISTORY     - 1975     MONUMENTED       NOS
 AG7733  HISTORY     - 1983     GOOD             FLDNR
 AG7733  HISTORY     - 19960205 GOOD             USPSQD
 AG7733
 AG7733                          STATION DESCRIPTION
 AG7733
 AG7733'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7733'IN CLEARWATER.
 AG7733'BEGIN AT THE COURTHOUSE IN CLEARWATER, GO 0.9 MILE NORTH ON U.S.
 AG7733'ALTERNATE 19 (FORT HARRISON AVENUE) TO SEMINOLE STREET, GO 0.1 MILE
 AG7733'WEST ON SEMINOLE STREET TO CLEARWATER BAY MARINE WAYS INCORPORATED AND
 AG7733'THE MARK.  THE MARK IS AT THE NORTHWEST CORNER OF THE BOAT BASIN, 4.5
 AG7733'FEET EAST OF THE NORTHWEST CORNER, AND 393 FEET WEST OF TIDAL BENCH
 AG7733'MARK NO 2 1975.
 AG7733
 AG7733                          STATION RECOVERY (1996)
 AG7733
 AG7733'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7731 ***********************************************************************
 AG7731  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7731  DESIGNATION -  872 6725 TIDAL 2
 AG7731  PID         -  AG7731
 AG7731  STATE/COUNTY-  FL/PINELLAS
 AG7731  USGS QUAD   -  CLEARWATER (1987)
 AG7731
 AG7731                         *CURRENT SURVEY CONTROL
 AG7731  ___________________________________________________________________
 AG7731* NAD 83(1986)-  27 58 31.     (N)    082 47 59.     (W)     SCALED    
 AG7731* NAVD 88     -         1.359  (meters)       4.46   (feet)  ADJUSTED  
 AG7731  ___________________________________________________________________
 AG7731  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG7731  DYNAMIC HT  -           1.358 (meters)       4.46  (feet)  COMP
 AG7731  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AG7731
 AG7731  VERT ORDER  -  SECOND    CLASS I
 AG7731
 AG7731.The horizontal coordinates were scaled from a topographic map and have
 AG7731.an estimated accuracy of +/- 6 seconds.
 AG7731
 AG7731.The orthometric height was determined by differential leveling
 AG7731.and adjusted by the National Geodetic Survey in June 1991..
 AG7731
 AG7731.This Tidal Bench Mark is designated as VM 10698
 AG7731.by the Center for Operational Oceanographic Products and Services.
 AG7731
 AG7731.The geoid height was determined by GEOID03.
 AG7731
 AG7731.The dynamic height is computed by dividing the NAVD 88
 AG7731.geopotential number by the normal gravity value computed on the
 AG7731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7731.degrees latitude (g = 980.6199 gals.).
 AG7731
 AG7731.The modeled gravity was interpolated from observed gravity values.
 AG7731
 AG7731;                    North         East    Units  Estimated Accuracy
 AG7731;SPC FL W     -   403,730.      121,320.      MT  (+/- 180 meters Scaled)
 AG7731
 AG7731                          SUPERSEDED SURVEY CONTROL
 AG7731
 AG7731.No superseded survey control is available for this station.
 AG7731
 AG7731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229957(NAD 83)
 AG7731_MARKER: DJ = TIDAL STATION DISK
 AG7731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7731_SP_SET: CONCRETE SEAWALL
 AG7731_STAMPING: NO 2 1975
 AG7731_MARK LOGO: NOS   
 AG7731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7731+STABILITY: SURFACE MOTION
 AG7731
 AG7731  HISTORY     - Date     Condition        Report By
 AG7731  HISTORY     - 1975     MONUMENTED       NOS
 AG7731  HISTORY     - 1983     GOOD             FLDNR
 AG7731  HISTORY     - 19960205 GOOD             USPSQD
 AG7731
 AG7731                          STATION DESCRIPTION
 AG7731
 AG7731'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7731'IN CLEARWATER.
 AG7731'BEGIN AT THE COURTHOUSE IN CLEARWATER, GO 0.9 MILE NORTH ON U.S.
 AG7731'ALTERNATE 19 (FORT HARRISON AVENUE) TO SEMINOLE STREET, GO 0.1 MILE
 AG7731'WEST ON SEMINOLE STREET TO CLEARWATER BAY MARINE WAYS INCORPORATED AND
 AG7731'THE MARK.  THE MARK IS SET IN THE TOP OF THE NORTH SEAWALL OF THE BOAT
 AG7731'BASIN, 397.5 FEET EAST OF THE NORTHWEST CORNER OF THE BOAT BASIN, 89
 AG7731'FEET NORTH OF THE BOAT HOIST TRACK RAIL, AND 393 FEET EAST OF TIDAL
 AG7731'BENCH MARK NO 1 1975.
 AG7731
 AG7731                          STATION RECOVERY (1996)
 AG7731
 AG7731'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7732 ***********************************************************************
 AG7732  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7732  DESIGNATION -  872 6725 TIDAL 3
 AG7732  PID         -  AG7732
 AG7732  STATE/COUNTY-  FL/PINELLAS
 AG7732  USGS QUAD   -  CLEARWATER (1987)
 AG7732
 AG7732                         *CURRENT SURVEY CONTROL
 AG7732  ___________________________________________________________________
 AG7732* NAD 83(1986)-  27 58 31.     (N)    082 47 59.     (W)     SCALED    
 AG7732* NAVD 88     -         1.628  (meters)       5.34   (feet)  ADJUSTED  
 AG7732  ___________________________________________________________________
 AG7732  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG7732  DYNAMIC HT  -           1.625 (meters)       5.33  (feet)  COMP
 AG7732  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AG7732
 AG7732  VERT ORDER  -  SECOND    CLASS I
 AG7732
 AG7732.The horizontal coordinates were scaled from a topographic map and have
 AG7732.an estimated accuracy of +/- 6 seconds.
 AG7732
 AG7732.The orthometric height was determined by differential leveling
 AG7732.and adjusted by the National Geodetic Survey in June 1991..
 AG7732
 AG7732.This Tidal Bench Mark is designated as VM 10699
 AG7732.by the Center for Operational Oceanographic Products and Services.
 AG7732
 AG7732.The geoid height was determined by GEOID03.
 AG7732
 AG7732.The dynamic height is computed by dividing the NAVD 88
 AG7732.geopotential number by the normal gravity value computed on the
 AG7732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7732.degrees latitude (g = 980.6199 gals.).
 AG7732
 AG7732.The modeled gravity was interpolated from observed gravity values.
 AG7732
 AG7732;                    North         East    Units  Estimated Accuracy
 AG7732;SPC FL W     -   403,730.      121,320.      MT  (+/- 180 meters Scaled)
 AG7732
 AG7732                          SUPERSEDED SURVEY CONTROL
 AG7732
 AG7732.No superseded survey control is available for this station.
 AG7732
 AG7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229957(NAD 83)
 AG7732_MARKER: DJ = TIDAL STATION DISK
 AG7732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7732_SP_SET: CONCRETE SEAWALL
 AG7732_STAMPING: NO 3 1975
 AG7732_MARK LOGO: NOS   
 AG7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7732+STABILITY: SURFACE MOTION
 AG7732
 AG7732  HISTORY     - Date     Condition        Report By
 AG7732  HISTORY     - 1975     MONUMENTED       NOS
 AG7732  HISTORY     - 1983     GOOD             FLDNR
 AG7732  HISTORY     - 19960205 GOOD             USPSQD
 AG7732
 AG7732                          STATION DESCRIPTION
 AG7732
 AG7732'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7732'IN CLEARWATER.
 AG7732'BEGIN AT THE COURTHOUSE IN CLEARWATER, GO 0.9 MILE NORTH ON U.S.
 AG7732'ALTERNATE 19 (FORT HARRISON AVENUE) TO SEMINOLE STREET, GO 0.1 MILE
 AG7732'WEST ON SEMINOLE STREET TO CLEARWATER BAY MARINE WAYS INCORPORATED AND
 AG7732'THE MARK.  THE MARK IS SET ON THE SEAWALL ON THE NORTH OUTSIDE EDGE OF
 AG7732'THE BOAT BASIN PROPERTY, 99 FEET EAST OF A LIGHT POLE, AND 2 FEET WEST
 AG7732'OF THE WEST END OF A CHAIN-LINK FENCE.
 AG7732
 AG7732                          STATION RECOVERY (1996)
 AG7732
 AG7732'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7586 ***********************************************************************
 AG7586  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7586  DESIGNATION -  872 6727 A TIDAL
 AG7586  PID         -  AG7586
 AG7586  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7586  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7586
 AG7586                         *CURRENT SURVEY CONTROL
 AG7586  ___________________________________________________________________
 AG7586* NAD 83(1986)-  27 58 41.     (N)    082 33 39.     (W)     SCALED    
 AG7586* NAVD 88     -         1.170  (meters)       3.84   (feet)  ADJUSTED  
 AG7586  ___________________________________________________________________
 AG7586  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AG7586  DYNAMIC HT  -           1.169 (meters)       3.84  (feet)  COMP
 AG7586  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG7586
 AG7586  VERT ORDER  -  SECOND    CLASS I
 AG7586
 AG7586.The horizontal coordinates were scaled from a topographic map and have
 AG7586.an estimated accuracy of +/- 6 seconds.
 AG7586
 AG7586.The orthometric height was determined by differential leveling
 AG7586.and adjusted by the National Geodetic Survey in June 1991..
 AG7586
 AG7586.This Tidal Bench Mark is designated as VM 7540
 AG7586.by the Center for Operational Oceanographic Products and Services.
 AG7586
 AG7586.The geoid height was determined by GEOID03.
 AG7586
 AG7586.The dynamic height is computed by dividing the NAVD 88
 AG7586.geopotential number by the normal gravity value computed on the
 AG7586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7586.degrees latitude (g = 980.6199 gals.).
 AG7586
 AG7586.The modeled gravity was interpolated from observed gravity values.
 AG7586
 AG7586;                    North         East    Units  Estimated Accuracy
 AG7586;SPC FL W     -   403,900.      144,830.      MT  (+/- 180 meters Scaled)
 AG7586
 AG7586                          SUPERSEDED SURVEY CONTROL
 AG7586
 AG7586  NGVD 29 (??/??/92)    1.439  (m)            4.72   (f) ADJ UNCH    2 1
 AG7586
 AG7586.Superseded values are not recommended for survey control.
 AG7586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7586.See file dsdata.txt to determine how the superseded data were derived.
 AG7586
 AG7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL464957(NAD 83)
 AG7586_MARKER: DJ = TIDAL STATION DISK
 AG7586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7586_SP_SET: CONCRETE SEAWALL
 AG7586_STAMPING: 6727 A 1976
 AG7586_MARK LOGO: NOS   
 AG7586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7586+STABILITY: SURFACE MOTION
 AG7586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7586+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 AG7586
 AG7586  HISTORY     - Date     Condition        Report By
 AG7586  HISTORY     - 1976     MONUMENTED       NOS
 AG7586  HISTORY     - 1982     GOOD             FLDNR
 AG7586  HISTORY     - 1989     GOOD             USPSQD
 AG7586  HISTORY     - 20010211 GOOD             USPSQD
 AG7586  HISTORY     - 20020805 GOOD             USPSQD
 AG7586  HISTORY     - 20060716 GOOD             USPSQD
 AG7586
 AG7586                          STATION DESCRIPTION
 AG7586
 AG7586'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7586'IN TAMPA.
 AG7586'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7586'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD TO
 AG7586'THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7586'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.
 AG7586'THE MARK IS AT THE SOUTHWEST CORNER OF THE APARTMENT COMPLEX, 15
 AG7586'FEET NORTH OF THE CENTERLINE OF THE BOAT RAMP, 1.3 FEET NORTH OF
 AG7586'THE SOUTH END OF THE SEAWALL, AND 68.6 FEET NORTHWEST OF TIDAL
 AG7586'BENCH MARK 6727 B 1976.
 AG7586'THE MARK IS 3 FT ABOVE BOAT RAMP.
 AG7586
 AG7586                          STATION RECOVERY (1989)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7586'RECOVERED IN GOOD CONDITION.
 AG7586
 AG7586                          STATION RECOVERY (2001)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7586'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7586'MEMORIAL HIGHWAY, GO .85 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7586'SWEETWATER COVE APARTMENTS AND THE MARK VICINITY.THE BALANCE OF 1982
 AG7586'DESCRIPTION IS CORRECT.
 AG7586
 AG7586                          STATION RECOVERY (2002)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7586'RECOVERED IN GOOD CONDITION.
 AG7586
 AG7586                          STATION RECOVERY (2006)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7585 ***********************************************************************
 AG7585  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7585  DESIGNATION -  872 6727 B TIDAL
 AG7585  PID         -  AG7585
 AG7585  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7585  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7585
 AG7585                         *CURRENT SURVEY CONTROL
 AG7585  ___________________________________________________________________
 AG7585* NAD 83(1986)-  27 58 41.     (N)    082 33 37.     (W)     SCALED    
 AG7585* NAVD 88     -         1.162  (meters)       3.81   (feet)  ADJUSTED  
 AG7585  ___________________________________________________________________
 AG7585  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AG7585  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 AG7585  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG7585
 AG7585  VERT ORDER  -  SECOND    CLASS I
 AG7585
 AG7585.The horizontal coordinates were scaled from a topographic map and have
 AG7585.an estimated accuracy of +/- 6 seconds.
 AG7585
 AG7585.The orthometric height was determined by differential leveling
 AG7585.and adjusted by the National Geodetic Survey in June 1991..
 AG7585
 AG7585.This Tidal Bench Mark is designated as VM 7541
 AG7585.by the Center for Operational Oceanographic Products and Services.
 AG7585
 AG7585.The geoid height was determined by GEOID03.
 AG7585
 AG7585.The dynamic height is computed by dividing the NAVD 88
 AG7585.geopotential number by the normal gravity value computed on the
 AG7585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7585.degrees latitude (g = 980.6199 gals.).
 AG7585
 AG7585.The modeled gravity was interpolated from observed gravity values.
 AG7585
 AG7585;                    North         East    Units  Estimated Accuracy
 AG7585;SPC FL W     -   403,900.      144,880.      MT  (+/- 180 meters Scaled)
 AG7585
 AG7585                          SUPERSEDED SURVEY CONTROL
 AG7585
 AG7585  NGVD 29 (??/??/92)    1.430  (m)            4.69   (f) ADJ UNCH    2 1
 AG7585
 AG7585.Superseded values are not recommended for survey control.
 AG7585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7585.See file dsdata.txt to determine how the superseded data were derived.
 AG7585
 AG7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL465957(NAD 83)
 AG7585_MARKER: DJ = TIDAL STATION DISK
 AG7585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7585_SP_SET: CONCRETE SEAWALL
 AG7585_STAMPING: 6727 B 1976
 AG7585_MARK LOGO: NOS   
 AG7585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7585+STABILITY: SURFACE MOTION
 AG7585
 AG7585  HISTORY     - Date     Condition        Report By
 AG7585  HISTORY     - 1976     MONUMENTED       NOS
 AG7585  HISTORY     - 1982     GOOD             FLDNR
 AG7585  HISTORY     - 1989     GOOD             USPSQD
 AG7585  HISTORY     - 20010211 GOOD             USPSQD
 AG7585  HISTORY     - 20020805 GOOD             USPSQD
 AG7585  HISTORY     - 20060716 GOOD             USPSQD
 AG7585
 AG7585                          STATION DESCRIPTION
 AG7585
 AG7585'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7585'IN TAMPA.
 AG7585'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7585'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD TO
 AG7585'THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7585'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.
 AG7585'THE MARK IS AT THE SOUTHWEST CORNER OF THE APARTMENT COMPLEX NEAR
 AG7585'THE BOAT RAMP, 34.5 FEET SOUTH OF THE CENTERLINE OF THE DRIVE TO
 AG7585'THE BOAT RAMP, 71 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AG7585'APARTMENT LEASING OFFICE AND CLUBHOUSE, 31 FEET WEST OF A FENCE,
 AG7585'43 FEET EAST OF THE WEST END OF THE SEAWALL, AND 68.6 FEET
 AG7585'SOUTHEAST OF TIDAL BENCH MARK 6727 A 1976.
 AG7585
 AG7585                          STATION RECOVERY (1989)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7585'RECOVERED IN GOOD CONDITION.
 AG7585
 AG7585                          STATION RECOVERY (2001)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7585'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7585'MEMORIAL HIGHWAY, GO .85 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7585'SWEETWATER COVE APARTMENTS AND THE MARK VICINITY.THE BALANCE OF 1982
 AG7585'DESCRIPTION IS CORRECT.
 AG7585
 AG7585                          STATION RECOVERY (2002)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7585'RECOVERED IN GOOD CONDITION.
 AG7585
 AG7585                          STATION RECOVERY (2006)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7582 ***********************************************************************
 AG7582  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7582  DESIGNATION -  872 6727 C TIDAL
 AG7582  PID         -  AG7582
 AG7582  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7582  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7582
 AG7582                         *CURRENT SURVEY CONTROL
 AG7582  ___________________________________________________________________
 AG7582* NAD 83(1986)-  27 58 41.     (N)    082 33 31.     (W)     SCALED    
 AG7582* NAVD 88     -         1.382  (meters)       4.53   (feet)  ADJUSTED  
 AG7582  ___________________________________________________________________
 AG7582  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AG7582  DYNAMIC HT  -           1.380 (meters)       4.53  (feet)  COMP
 AG7582  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG7582
 AG7582  VERT ORDER  -  SECOND    CLASS I
 AG7582
 AG7582.The horizontal coordinates were scaled from a topographic map and have
 AG7582.an estimated accuracy of +/- 6 seconds.
 AG7582
 AG7582.The orthometric height was determined by differential leveling
 AG7582.and adjusted by the National Geodetic Survey in June 1991..
 AG7582
 AG7582.This Tidal Bench Mark is designated as VM 7542
 AG7582.by the Center for Operational Oceanographic Products and Services.
 AG7582
 AG7582.The geoid height was determined by GEOID03.
 AG7582
 AG7582.The dynamic height is computed by dividing the NAVD 88
 AG7582.geopotential number by the normal gravity value computed on the
 AG7582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7582.degrees latitude (g = 980.6199 gals.).
 AG7582
 AG7582.The modeled gravity was interpolated from observed gravity values.
 AG7582
 AG7582;                    North         East    Units  Estimated Accuracy
 AG7582;SPC FL W     -   403,900.      145,050.      MT  (+/- 180 meters Scaled)
 AG7582
 AG7582                          SUPERSEDED SURVEY CONTROL
 AG7582
 AG7582  NGVD 29 (??/??/92)    1.650  (m)            5.41   (f) ADJ UNCH    2 1
 AG7582
 AG7582.Superseded values are not recommended for survey control.
 AG7582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7582.See file dsdata.txt to determine how the superseded data were derived.
 AG7582
 AG7582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL467957(NAD 83)
 AG7582_MARKER: DJ = TIDAL STATION DISK
 AG7582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7582_SP_SET: CONCRETE BOX CULVERT
 AG7582_STAMPING: 6727 C 1976
 AG7582_MARK LOGO: NOS   
 AG7582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7582+STABILITY: SURFACE MOTION
 AG7582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7582+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 AG7582
 AG7582  HISTORY     - Date     Condition        Report By
 AG7582  HISTORY     - 1976     MONUMENTED       NOS
 AG7582  HISTORY     - 1982     GOOD             FLDNR
 AG7582  HISTORY     - 1989     GOOD             USPSQD
 AG7582  HISTORY     - 20010211 GOOD             USPSQD
 AG7582  HISTORY     - 20020805 GOOD             USPSQD
 AG7582  HISTORY     - 20040307 GOOD             USPSQD
 AG7582  HISTORY     - 20050118 GOOD             POLASS
 AG7582  HISTORY     - 20060716 GOOD             USPSQD
 AG7582
 AG7582                          STATION DESCRIPTION
 AG7582
 AG7582'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7582'IN TAMPA.
 AG7582'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7582'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD TO
 AG7582'THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH TO
 AG7582'THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.  THE MARK
 AG7582'BEARS 36 FEET EAST OF THE SOUTHEAST CORNER OF THE CHAIN-LINK FENCE
 AG7582'AT THE SOUTH EDGE OF THE APARTMENT COMPLEX, 28 FEET WEST OF THE
 AG7582'CENTERLINE OF DANA SHORES DRIVE, 105.5 FEET NORTHWEST OF TIDAL BENCH
 AG7582'MARK 6727 E 1976, AND IS IN THE SOUTHEAST CORNER OF THE CULVERT.
 AG7582'THE MARK IS 2 FT BELOW ROAD.
 AG7582
 AG7582                          STATION RECOVERY (1989)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2001)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7582'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7582'MEMORIAL HIGHWAY, GOB .8 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7582'INTERSECTION OF MEMORIAL HWY AND DANA SHORE DRIVE. GO .25 MILE SOUTH
 AG7582'TO MARK VICINITY.THE BALANCE OF 1982 DESCRIPTION IS CORRECT.
 AG7582
 AG7582                          STATION RECOVERY (2002)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2004)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2005)
 AG7582
 AG7582'RECOVERY NOTE BY POLARIS ASSOCIATES 2005
 AG7582'MONUMENT UNDISTURBED, NO SUBSIDENCE OF GRATE INLET OBSERVED.
 AG7582
 AG7582                          STATION RECOVERY (2006)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7583 ***********************************************************************
 AG7583  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7583  DESIGNATION -  872 6727 E TIDAL
 AG7583  PID         -  AG7583
 AG7583  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7583  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7583
 AG7583                         *CURRENT SURVEY CONTROL
 AG7583  ___________________________________________________________________
 AG7583* NAD 83(1986)-  27 58 39.     (N)    082 33 31.     (W)     SCALED    
 AG7583* NAVD 88     -         1.569  (meters)       5.15   (feet)  ADJUSTED  
 AG7583  ___________________________________________________________________
 AG7583  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AG7583  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 AG7583  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG7583
 AG7583  VERT ORDER  -  SECOND    CLASS I
 AG7583
 AG7583.The horizontal coordinates were scaled from a topographic map and have
 AG7583.an estimated accuracy of +/- 6 seconds.
 AG7583
 AG7583.The orthometric height was determined by differential leveling
 AG7583.and adjusted by the National Geodetic Survey in June 1991..
 AG7583
 AG7583.This Tidal Bench Mark is designated as VM 7543
 AG7583.by the Center for Operational Oceanographic Products and Services.
 AG7583
 AG7583.The geoid height was determined by GEOID03.
 AG7583
 AG7583.The dynamic height is computed by dividing the NAVD 88
 AG7583.geopotential number by the normal gravity value computed on the
 AG7583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7583.degrees latitude (g = 980.6199 gals.).
 AG7583
 AG7583.The modeled gravity was interpolated from observed gravity values.
 AG7583
 AG7583;                    North         East    Units  Estimated Accuracy
 AG7583;SPC FL W     -   403,840.      145,050.      MT  (+/- 180 meters Scaled)
 AG7583
 AG7583                          SUPERSEDED SURVEY CONTROL
 AG7583
 AG7583  NGVD 29 (??/??/92)    1.838  (m)            6.03   (f) ADJ UNCH    2 1
 AG7583
 AG7583.Superseded values are not recommended for survey control.
 AG7583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7583.See file dsdata.txt to determine how the superseded data were derived.
 AG7583
 AG7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL467956(NAD 83)
 AG7583_MARKER: DJ = TIDAL STATION DISK
 AG7583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7583_SP_SET: COPPER-CLAD STEEL ROD
 AG7583_STAMPING: 6727 E 1976
 AG7583_MARK LOGO: NOS   
 AG7583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7583
 AG7583  HISTORY     - Date     Condition        Report By
 AG7583  HISTORY     - 1976     MONUMENTED       NOS
 AG7583  HISTORY     - 1982     GOOD             FLDNR
 AG7583  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7583
 AG7583                          STATION DESCRIPTION
 AG7583
 AG7583'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7583'IN TAMPA.
 AG7583'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7583'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD
 AG7583'TO THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7583'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.  THE
 AG7583'MARK IS ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF THE APARTMENT
 AG7583'COMPLEX, 27 FEET EAST OF THE CENTERLINE OF DANA SHORES DRIVE, 1
 AG7583'FOOT NORTH OF TELEPHONE POLE 5201, AND 105.5 FEET SOUTHEAST OF
 AG7583'TIDAL BENCH MARK 6727 C 1976.  THE MARK IS SET ATOP OF A COPPER-CLAD
 AG7583'STEEL ROD DRIVEN TO REFUSAL.
 AG7583'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7583
 AG7583                          STATION RECOVERY (2001)
 AG7583
 AG7583'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7583'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7583'MEMORIAL HIGHWAY, GOB .8 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7583'INTERSECTION OF MEMORIAL HWY AND DANA SHORE DRIVE. GO .25 MILE SOUTH
 AG7583'ON DANA SHORE DRIVE TO MARK VICINITY.THE BALANCE OF 1982 DESCRIPTION
 AG7583'IS CORRECT.LOCATED COPPER CLAD STEEL ROD 1 FOOT NORTH OF POLE 5201.
 AG7583'DISK NOT ATTACHED. ROD BENT.
 AG7583' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7584 ***********************************************************************
 AG7584  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7584  DESIGNATION -  872 6727 F TIDAL
 AG7584  PID         -  AG7584
 AG7584  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7584  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7584
 AG7584                         *CURRENT SURVEY CONTROL
 AG7584  ___________________________________________________________________
 AG7584* NAD 83(1986)-  27 58 41.     (N)    082 33 35.     (W)     SCALED    
 AG7584* NAVD 88     -         1.544  (meters)       5.07   (feet)  ADJUSTED  
 AG7584  ___________________________________________________________________
 AG7584  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AG7584  DYNAMIC HT  -           1.542 (meters)       5.06  (feet)  COMP
 AG7584  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG7584
 AG7584  VERT ORDER  -  SECOND    CLASS I
 AG7584
 AG7584.The horizontal coordinates were scaled from a topographic map and have
 AG7584.an estimated accuracy of +/- 6 seconds.
 AG7584
 AG7584.The orthometric height was determined by differential leveling
 AG7584.and adjusted by the National Geodetic Survey in June 1991..
 AG7584
 AG7584.This Tidal Bench Mark is designated as VM 7544
 AG7584.by the Center for Operational Oceanographic Products and Services.
 AG7584
 AG7584.The geoid height was determined by GEOID03.
 AG7584
 AG7584.The dynamic height is computed by dividing the NAVD 88
 AG7584.geopotential number by the normal gravity value computed on the
 AG7584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7584.degrees latitude (g = 980.6199 gals.).
 AG7584
 AG7584.The modeled gravity was interpolated from observed gravity values.
 AG7584
 AG7584;                    North         East    Units  Estimated Accuracy
 AG7584;SPC FL W     -   403,900.      144,940.      MT  (+/- 180 meters Scaled)
 AG7584
 AG7584                          SUPERSEDED SURVEY CONTROL
 AG7584
 AG7584  NGVD 29 (??/??/92)    1.812  (m)            5.94   (f) ADJ UNCH    2 1
 AG7584
 AG7584.Superseded values are not recommended for survey control.
 AG7584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7584.See file dsdata.txt to determine how the superseded data were derived.
 AG7584
 AG7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL466957(NAD 83)
 AG7584_MARKER: DJ = TIDAL STATION DISK
 AG7584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7584_SP_SET: COPPER-CLAD STEEL ROD
 AG7584_STAMPING: 6727 F 1976
 AG7584_MARK LOGO: NOS   
 AG7584_PROJECTION: RECESSED 25 CENTIMETERS
 AG7584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7584_ROD/PIPE-DEPTH: 12.2 meters
 AG7584
 AG7584  HISTORY     - Date     Condition        Report By
 AG7584  HISTORY     - 1976     MONUMENTED       NOS
 AG7584  HISTORY     - 1982     GOOD             FLDNR
 AG7584  HISTORY     - 20010211 GOOD             USPSQD
 AG7584  HISTORY     - 20020805 GOOD             USPSQD
 AG7584  HISTORY     - 20060716 GOOD             USPSQD
 AG7584
 AG7584                          STATION DESCRIPTION
 AG7584
 AG7584'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7584'IN TAMPA.
 AG7584'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7584'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD
 AG7584'TO THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7584'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.  THE
 AG7584'MARK IS AT THE SOUTH END OF THE APARTMENT COMPLEX, 0.9 FOOT EAST
 AG7584'OF THE NORTHEAST FENCE CORNER OF THE BOAT STORAGE AREA, 38.6 FET
 AG7584'SOUTH OF THE CENTERLINE OF THE ROADWAY AROUND THE APARTMENT COMPLEX,
 AG7584'AND 93 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF APARTMENT
 AG7584'BUILDING 5427.
 AG7584'THE MARK IS 1 FT BELOW GROUND.
 AG7584
 AG7584                          STATION RECOVERY (2001)
 AG7584
 AG7584'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7584'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7584'MEMORIAL HIGHWAY, GOB .85 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7584'SWEETWATER COVE APARTMENTS AND THE MARK VICINITY. THE BALANCE OF 1982
 AG7584'DESCRIPTION IS CORRECT.
 AG7584
 AG7584                          STATION RECOVERY (2002)
 AG7584
 AG7584'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7584'RECOVERED IN GOOD CONDITION.
 AG7584
 AG7584                          STATION RECOVERY (2006)
 AG7584
 AG7584'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0994 ***********************************************************************
 AG0994  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0994  DESIGNATION -  872 6738 TIDAL 1 1950
 AG0994  PID         -  AG0994
 AG0994  STATE/COUNTY-  FL/PINELLAS
 AG0994  USGS QUAD   -  SAFETY HARBOR (1956)
 AG0994
 AG0994                         *CURRENT SURVEY CONTROL
 AG0994  ___________________________________________________________________
 AG0994* NAD 83(1986)-  27 59 25.     (N)    082 41 17.     (W)     SCALED    
 AG0994* NAVD 88     -         4.256  (meters)      13.96   (feet)  ADJUSTED  
 AG0994  ___________________________________________________________________
 AG0994  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AG0994  DYNAMIC HT  -           4.250 (meters)      13.94  (feet)  COMP
 AG0994  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG0994
 AG0994  VERT ORDER  -  SECOND    CLASS I
 AG0994
 AG0994.The horizontal coordinates were scaled from a topographic map and have
 AG0994.an estimated accuracy of +/- 6 seconds.
 AG0994
 AG0994.The orthometric height was determined by differential leveling
 AG0994.and adjusted by the National Geodetic Survey in June 1991..
 AG0994
 AG0994.This Tidal Bench Mark is designated as VM 7550
 AG0994.by the Center for Operational Oceanographic Products and Services.
 AG0994
 AG0994.The geoid height was determined by GEOID03.
 AG0994
 AG0994.The dynamic height is computed by dividing the NAVD 88
 AG0994.geopotential number by the normal gravity value computed on the
 AG0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0994.degrees latitude (g = 980.6199 gals.).
 AG0994
 AG0994.The modeled gravity was interpolated from observed gravity values.
 AG0994
 AG0994;                    North         East    Units  Estimated Accuracy
 AG0994;SPC FL W     -   405,320.      132,320.      MT  (+/- 180 meters Scaled)
 AG0994
 AG0994                          SUPERSEDED SURVEY CONTROL
 AG0994
 AG0994  NGVD 29 (??/??/92)    4.516  (m)           14.82   (f) ADJ UNCH    2 1
 AG0994
 AG0994.Superseded values are not recommended for survey control.
 AG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0994.See file dsdata.txt to determine how the superseded data were derived.
 AG0994
 AG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL339972(NAD 83)
 AG0994_MARKER: DB = BENCH MARK DISK
 AG0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0994_SP_SET: SIDEWALK
 AG0994_STAMPING: NO 1 1950
 AG0994_MARK LOGO: CGS   
 AG0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0994
 AG0994  HISTORY     - Date     Condition        Report By
 AG0994  HISTORY     - 1950     MONUMENTED       CGS
 AG0994  HISTORY     - 1976     GOOD             NGS
 AG0994  HISTORY     - 1982     GOOD             FLDNR
 AG0994  HISTORY     - 19971207 MARK NOT FOUND   USPSQD
 AG0994  HISTORY     - 20000118 MARK NOT FOUND   USPSQD
 AG0994
 AG0994                          STATION DESCRIPTION
 AG0994
 AG0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0994'IN SAFETY HARBOR.
 AG0994'AT THE JUNCTION OF S.R. 588 (MAIN STREET), S.R. 590 (1ST AVENUE) AND
 AG0994'NORTH BAYSHORE BOULEVARD (C.R. 30).  STATION IS 13.0 FEET NORTH OF THE
 AG0994'EXTENDED CENTERLINE OF MAIN STREET, 44.5 FEET SOUTHEAST OF THE
 AG0994'CENTERLINE OF NORTH BAYSHORE BOULEVARD, 5.5 FEET SOUTHEAST OF THE
 AG0994'NORTHWEST CONCRETE BLOCK PILLAR TO THE ENTRANCE OF SAFETY HARBOR SPA.
 AG0994'SET IN TOP OF CONCRETE SIDEWALK.
 AG0994
 AG0994                          STATION RECOVERY (1982)
 AG0994
 AG0994'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0994'RECOVERED IN GOOD CONDITION.
 AG0994
 AG0994                          STATION RECOVERY (1997)
 AG0994
 AG0994'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0994'MARK NOT FOUND.
 AG0994
 AG0994                          STATION RECOVERY (2000)
 AG0994
 AG0994'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6391 ***********************************************************************
 AG6391  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6391  DESIGNATION -  872 6738 TIDAL 1 1975
 AG6391  PID         -  AG6391
 AG6391  STATE/COUNTY-  FL/PINELLAS
 AG6391  USGS QUAD   -  SAFETY HARBOR (1956)
 AG6391
 AG6391                         *CURRENT SURVEY CONTROL
 AG6391  ___________________________________________________________________
 AG6391* NAD 83(1986)-  27 59 21.     (N)    082 41 12.     (W)     SCALED    
 AG6391* NAVD 88     -         1.357  (meters)       4.45   (feet)  ADJUSTED  
 AG6391  ___________________________________________________________________
 AG6391  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AG6391  DYNAMIC HT  -           1.355 (meters)       4.45  (feet)  COMP
 AG6391  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG6391
 AG6391  VERT ORDER  -  SECOND    CLASS I
 AG6391
 AG6391.The horizontal coordinates were scaled from a topographic map and have
 AG6391.an estimated accuracy of +/- 6 seconds.
 AG6391
 AG6391.The orthometric height was determined by differential leveling
 AG6391.and adjusted by the National Geodetic Survey in June 1991..
 AG6391
 AG6391.This Tidal Bench Mark is designated as VM 7551
 AG6391.by the Center for Operational Oceanographic Products and Services.
 AG6391
 AG6391.The geoid height was determined by GEOID03.
 AG6391
 AG6391.The dynamic height is computed by dividing the NAVD 88
 AG6391.geopotential number by the normal gravity value computed on the
 AG6391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6391.degrees latitude (g = 980.6199 gals.).
 AG6391
 AG6391.The modeled gravity was interpolated from observed gravity values.
 AG6391
 AG6391;                    North         East    Units  Estimated Accuracy
 AG6391;SPC FL W     -   405,200.      132,450.      MT  (+/- 180 meters Scaled)
 AG6391
 AG6391                          SUPERSEDED SURVEY CONTROL
 AG6391
 AG6391  NGVD 29 (??/??/92)    1.618  (m)            5.31   (f) ADJ UNCH    2 1
 AG6391
 AG6391.Superseded values are not recommended for survey control.
 AG6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6391.See file dsdata.txt to determine how the superseded data were derived.
 AG6391
 AG6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL341971(NAD 83)
 AG6391_MARKER: DB = BENCH MARK DISK
 AG6391_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6391+WITH SETTING: PAVEMENT
 AG6391_STAMPING: NO. 1 1975
 AG6391_MARK LOGO: NOS   
 AG6391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6391+STABILITY: SURFACE MOTION
 AG6391
 AG6391  HISTORY     - Date     Condition        Report By
 AG6391  HISTORY     - 1975     MONUMENTED       NGS
 AG6391  HISTORY     - 1976     GOOD             NGS
 AG6391  HISTORY     - 1982     GOOD             FLDNR
 AG6391  HISTORY     - 19971208 GOOD             USPSQD
 AG6391  HISTORY     - 20000118 MARK NOT FOUND   USPSQD
 AG6391
 AG6391                          STATION DESCRIPTION
 AG6391
 AG6391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6391'IN SAFETY HARBOR.
 AG6391'FROM THE INTERSECTION OF BAYSHORE DRIVE SOUTH AND SOUTH BOULEVARD IN
 AG6391'SAFETY HARBOR, GO 0.1 MILE SOUTHEAST.  THE MARK IS SET IN THE
 AG6391'NORTHEAST CORNER OF BASE FOR TEXACO SIGN, 36.4 FEET SOUTHWEST OF
 AG6391'CENTERLINE OF SOUTH BOULEVARD, 14.2 FEET NORTHEAST OF BULKHEAD 43 FEET
 AG6391'NORTHWEST OF NORTHWEST CORNER OF RICHARDS MARINA.
 AG6391
 AG6391                          STATION RECOVERY (1982)
 AG6391
 AG6391'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6391'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6391'IN SAFETY HARBOR, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF BAYSHORE
 AG6391'DRIVE SOUTH AND SOUTH BLVD., SET IN THE NORTHEST CORNER OF THE
 AG6391'CONCRETE BASE FOR A TEXACO SIGN, 36.4 FEET SOUTHWEST OF THE CENTER
 AG6391'LINE OF SOUTH BLVD., 14.2 FEET NORTHEAST OF A BULKHEAD, AND 43 FEET
 AG6391'NORTHWEST OF THE NORTHWEST CORNER OF RICHARDS MARINA.
 AG6391
 AG6391                          STATION RECOVERY (1997)
 AG6391
 AG6391'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG6391'RECOVERED IN GOOD CONDITION.
 AG6391
 AG6391                          STATION RECOVERY (2000)
 AG6391
 AG6391'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG6391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1001 ***********************************************************************
 AG1001  DESIGNATION -  872 6738 TIDAL 4
 AG1001  PID         -  AG1001
 AG1001  STATE/COUNTY-  FL/PINELLAS
 AG1001  USGS QUAD   -  SAFETY HARBOR (1956)
 AG1001
 AG1001                         *CURRENT SURVEY CONTROL
 AG1001  ___________________________________________________________________
 AG1001* NAD 83(1986)-  27 59 25.     (N)    082 41 17.     (W)     SCALED    
 AG1001* NAVD 88     -         5.715  (meters)      18.75   (feet)  ADJUSTED  
 AG1001  ___________________________________________________________________
 AG1001  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AG1001  DYNAMIC HT  -           5.707 (meters)      18.72  (feet)  COMP
 AG1001  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AG1001
 AG1001  VERT ORDER  -  SECOND    CLASS I
 AG1001
 AG1001.The horizontal coordinates were scaled from a topographic map and have
 AG1001.an estimated accuracy of +/- 6 seconds.
 AG1001
 AG1001.The orthometric height was determined by differential leveling
 AG1001.and adjusted by the National Geodetic Survey in June 1991..
 AG1001
 AG1001.The geoid height was determined by GEOID03.
 AG1001
 AG1001.The dynamic height is computed by dividing the NAVD 88
 AG1001.geopotential number by the normal gravity value computed on the
 AG1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1001.degrees latitude (g = 980.6199 gals.).
 AG1001
 AG1001.The modeled gravity was interpolated from observed gravity values.
 AG1001
 AG1001;                    North         East    Units  Estimated Accuracy
 AG1001;SPC FL W     -   405,320.      132,320.      MT  (+/- 180 meters Scaled)
 AG1001
 AG1001                          SUPERSEDED SURVEY CONTROL
 AG1001
 AG1001  NGVD 29 (??/??/92)    5.976  (m)           19.61   (f) ADJ UNCH    2 1
 AG1001
 AG1001.Superseded values are not recommended for survey control.
 AG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1001.See file dsdata.txt to determine how the superseded data were derived.
 AG1001
 AG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL339972(NAD 83)
 AG1001_MARKER: DJ = TIDAL STATION DISK
 AG1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1001_STAMPING: NO 4 1959
 AG1001_MARK LOGO: CGS   
 AG1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1001+STABILITY: SURFACE MOTION
 AG1001
 AG1001  HISTORY     - Date     Condition        Report By
 AG1001  HISTORY     - 1959     MONUMENTED       CGS
 AG1001  HISTORY     - 1957     GOOD             FLDT
 AG1001  HISTORY     - 1982     GOOD             FLDNR
 AG1001  HISTORY     - 19971207 MARK NOT FOUND   USPSQD
 AG1001  HISTORY     - 20000118 MARK NOT FOUND   USPSQD
 AG1001
 AG1001                          STATION DESCRIPTION
 AG1001
 AG1001'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1957
 AG1001'AT SAFETY HARBOR.
 AG1001'TO REACH STATION FROM THE JUNCTION OF S.R. 588 (MAIN STREET),
 AG1001'S.R. 590 AND NORTH BAYSHORE BLVD. (C.R. 30), RUN WESTERLY ON
 AG1001'MAIN STREET FOR 220 FT. TO 2ND AVE.  STATION ON LEFT, 31.4 FT.
 AG1001'SOUTH OF THE CENTERLINE OF MAIN STREET, 14.7 FT. WEST OF THE
 AG1001'CENTERLINE OF 2ND AVE., 6.0 FT. EAST OF THE NE CORNER OF A ONE
 AG1001'STORY CONCRETE BLOCK BUILDING (CHAMBER OF COMMERCE), NO. 200
 AG1001'MAIN STREET.  SET IN TOP OF A CONCRETE POST THAT IS 1.5 FT.
 AG1001'ABOVE THE SIDEWALK.  SECTION 3, T 29S, R 16E.
 AG1001
 AG1001                          STATION RECOVERY (1982)
 AG1001
 AG1001'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1001'RECOVERED IN GOOD CONDITION.
 AG1001
 AG1001                          STATION RECOVERY (1997)
 AG1001
 AG1001'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1001'MARK NOT FOUND.
 AG1001
 AG1001                          STATION RECOVERY (2000)
 AG1001
 AG1001'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7593 ***********************************************************************
 AG7593  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7593  DESIGNATION -  872 6748 C TIDAL
 AG7593  PID         -  AG7593
 AG7593  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7593  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7593
 AG7593                         *CURRENT SURVEY CONTROL
 AG7593  ___________________________________________________________________
 AG7593* NAD 83(1986)-  27 59 49.     (N)    082 35 12.     (W)     SCALED    
 AG7593* NAVD 88     -         1.870  (meters)       6.14   (feet)  ADJUSTED  
 AG7593  ___________________________________________________________________
 AG7593  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AG7593  DYNAMIC HT  -           1.867 (meters)       6.13  (feet)  COMP
 AG7593  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AG7593
 AG7593  VERT ORDER  -  SECOND    CLASS I
 AG7593
 AG7593.The horizontal coordinates were scaled from a topographic map and have
 AG7593.an estimated accuracy of +/- 6 seconds.
 AG7593
 AG7593.The orthometric height was determined by differential leveling
 AG7593.and adjusted by the National Geodetic Survey in June 1991..
 AG7593
 AG7593.This Tidal Bench Mark is designated as VM 16452
 AG7593.by the Center for Operational Oceanographic Products and Services.
 AG7593
 AG7593.The geoid height was determined by GEOID03.
 AG7593
 AG7593.The dynamic height is computed by dividing the NAVD 88
 AG7593.geopotential number by the normal gravity value computed on the
 AG7593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7593.degrees latitude (g = 980.6199 gals.).
 AG7593
 AG7593.The modeled gravity was interpolated from observed gravity values.
 AG7593
 AG7593;                    North         East    Units  Estimated Accuracy
 AG7593;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7593
 AG7593                          SUPERSEDED SURVEY CONTROL
 AG7593
 AG7593  NGVD 29 (??/??/92)    2.138  (m)            7.01   (f) ADJ UNCH    2 1
 AG7593
 AG7593.Superseded values are not recommended for survey control.
 AG7593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7593.See file dsdata.txt to determine how the superseded data were derived.
 AG7593
 AG7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7593_MARKER: DJ = TIDAL STATION DISK
 AG7593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7593_SP_SET: COPPER-CLAD STEEL ROD
 AG7593_STAMPING: 6748 C 1976
 AG7593_MARK LOGO: NOS   
 AG7593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7593
 AG7593  HISTORY     - Date     Condition        Report By
 AG7593  HISTORY     - 1976     MONUMENTED       NOS
 AG7593  HISTORY     - 1982     GOOD             FLDNR
 AG7593  HISTORY     - 1989     GOOD             USPSQD
 AG7593  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7593
 AG7593                          STATION DESCRIPTION
 AG7593
 AG7593'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7593'IN TAMPA.
 AG7593'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7593'ROCKY CREEK.
 AG7593'THE MARK BEARS 1.5 FEET WEST OF TELEPHONE POLE 21040-43205,
 AG7593'44.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 138 FEET
 AG7593'NORTHWEST OF THE NORTHWEST CORNER OF THE BAY LAKE INN, AND 58 FEET
 AG7593'WEST OF THE CENTER OF THE DRIVE TO THE BAY LAKE INN.  THE MARK IS SET
 AG7593'ATOP A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.
 AG7593'THE MARK IS 3 FT BELOW HIGHWAY.
 AG7593
 AG7593                          STATION RECOVERY (1989)
 AG7593
 AG7593'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7593'RECOVERED IN GOOD CONDITION.
 AG7593
 AG7593                          STATION RECOVERY (2001)
 AG7593
 AG7593'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7593'TELEPHONE POLE NO. 21040-43205 NOT FOUND. IT WAS POSSIBLY REPLACED
 AG7593'WHEN STATE ROAD 580 WAS WIDENED IN 1992. BAY LAKE INN STRUCTURE IS NO
 AG7593'LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7591 ***********************************************************************
 AG7591  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7591  DESIGNATION -  872 6748 CA TIDAL
 AG7591  PID         -  AG7591
 AG7591  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7591  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7591
 AG7591                         *CURRENT SURVEY CONTROL
 AG7591  ___________________________________________________________________
 AG7591* NAD 83(1986)-  27 59 49.     (N)    082 35 12.     (W)     SCALED    
 AG7591* NAVD 88     -         2.753  (meters)       9.03   (feet)  ADJUSTED  
 AG7591  ___________________________________________________________________
 AG7591  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AG7591  DYNAMIC HT  -           2.749 (meters)       9.02  (feet)  COMP
 AG7591  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AG7591
 AG7591  VERT ORDER  -  SECOND    CLASS I
 AG7591
 AG7591.The horizontal coordinates were scaled from a topographic map and have
 AG7591.an estimated accuracy of +/- 6 seconds.
 AG7591
 AG7591.The orthometric height was determined by differential leveling
 AG7591.and adjusted by the National Geodetic Survey in June 1991..
 AG7591
 AG7591.This Tidal Bench Mark is designated as VM 16450
 AG7591.by the Center for Operational Oceanographic Products and Services.
 AG7591
 AG7591.The geoid height was determined by GEOID03.
 AG7591
 AG7591.The dynamic height is computed by dividing the NAVD 88
 AG7591.geopotential number by the normal gravity value computed on the
 AG7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7591.degrees latitude (g = 980.6199 gals.).
 AG7591
 AG7591.The modeled gravity was interpolated from observed gravity values.
 AG7591
 AG7591;                    North         East    Units  Estimated Accuracy
 AG7591;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7591
 AG7591                          SUPERSEDED SURVEY CONTROL
 AG7591
 AG7591  NGVD 29 (??/??/92)    3.022  (m)            9.91   (f) ADJ UNCH    2 1
 AG7591
 AG7591.Superseded values are not recommended for survey control.
 AG7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7591.See file dsdata.txt to determine how the superseded data were derived.
 AG7591
 AG7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7591_MARKER: DJ = TIDAL STATION DISK
 AG7591_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7591_SP_SET: BRIDGE CURBING
 AG7591_STAMPING: 6748 CA 1976
 AG7591_MARK LOGO: NOS   
 AG7591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7591+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 AG7591
 AG7591  HISTORY     - Date     Condition        Report By
 AG7591  HISTORY     - 1976     MONUMENTED       NOS
 AG7591  HISTORY     - 1982     GOOD             FLDNR
 AG7591  HISTORY     - 1989     GOOD             USPSQD
 AG7591  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7591  HISTORY     - 20030824 GOOD             USPSQD
 AG7591
 AG7591                          STATION DESCRIPTION
 AG7591
 AG7591'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7591'IN TAMPA.
 AG7591'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7591'ROCKY CREEK.
 AG7591'THE MARK IS SET IN THE SOUTHWEST CORNER OF THE BRIDGE, 19 FEET
 AG7591'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 83 FEET NORTHEAST OF THE
 AG7591'NORTHEAST CORNER OF THE BAY LAKE INN, AND 26.5 FEET EAST OF
 AG7591'TELEPHONE POLE 8904.
 AG7591'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG7591
 AG7591                          STATION RECOVERY (1989)
 AG7591
 AG7591'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7591'RECOVERED IN GOOD CONDITION.
 AG7591
 AG7591                          STATION RECOVERY (2001)
 AG7591
 AG7591'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7591'A NEW BRIDGE NO. 100303 WAS CONSTRUCTED IN 1992 FOR WIDENING OF STATE
 AG7591'ROAD 580. A HILLSBOROUGH COUNTY BENCHMARK NO. VA-676B WAS LOCATED IN
 AG7591'SOUTHWEST CORNER OF BRIDGE.
 AG7591
 AG7591                          STATION RECOVERY (2003)
 AG7591
 AG7591'RECOVERY NOTE BY US POWER SQUADRON 2003 (ECB)
 AG7591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7590 ***********************************************************************
 AG7590  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7590  DESIGNATION -  872 6748 E TIDAL
 AG7590  PID         -  AG7590
 AG7590  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7590  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7590
 AG7590                         *CURRENT SURVEY CONTROL
 AG7590  ___________________________________________________________________
 AG7590* NAD 83(1986)-  27 59 49.     (N)    082 35 12.     (W)     SCALED    
 AG7590* NAVD 88     -         2.476  (meters)       8.12   (feet)  ADJUSTED  
 AG7590  ___________________________________________________________________
 AG7590  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AG7590  DYNAMIC HT  -           2.472 (meters)       8.11  (feet)  COMP
 AG7590  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AG7590
 AG7590  VERT ORDER  -  SECOND    CLASS I
 AG7590
 AG7590.The horizontal coordinates were scaled from a topographic map and have
 AG7590.an estimated accuracy of +/- 6 seconds.
 AG7590
 AG7590.The orthometric height was determined by differential leveling
 AG7590.and adjusted by the National Geodetic Survey in June 1991..
 AG7590
 AG7590.This Tidal Bench Mark is designated as VM 16453
 AG7590.by the Center for Operational Oceanographic Products and Services.
 AG7590
 AG7590.The geoid height was determined by GEOID03.
 AG7590
 AG7590.The dynamic height is computed by dividing the NAVD 88
 AG7590.geopotential number by the normal gravity value computed on the
 AG7590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7590.degrees latitude (g = 980.6199 gals.).
 AG7590
 AG7590.The modeled gravity was interpolated from observed gravity values.
 AG7590
 AG7590;                    North         East    Units  Estimated Accuracy
 AG7590;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7590
 AG7590                          SUPERSEDED SURVEY CONTROL
 AG7590
 AG7590  NGVD 29 (??/??/92)    2.744  (m)            9.00   (f) ADJ UNCH    2 1
 AG7590
 AG7590.Superseded values are not recommended for survey control.
 AG7590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7590.See file dsdata.txt to determine how the superseded data were derived.
 AG7590
 AG7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7590_MARKER: DJ = TIDAL STATION DISK
 AG7590_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7590_SP_SET: BRIDGE CURBING
 AG7590_STAMPING: 6748 E 1976
 AG7590_MARK LOGO: NOS   
 AG7590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7590
 AG7590  HISTORY     - Date     Condition        Report By
 AG7590  HISTORY     - 1976     MONUMENTED       NOS
 AG7590  HISTORY     - 1982     GOOD             FLDNR
 AG7590  HISTORY     - 1989     GOOD             USPSQD
 AG7590  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7590
 AG7590                          STATION DESCRIPTION
 AG7590
 AG7590'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7590'IN TAMPA.
 AG7590'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7590'ROCKY CREEK.
 AG7590'THE MARK IS AT THE NORTHEAST CORNER OF THE BRIDGE, 15.8 FEET NORTH
 AG7590'OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT WEST OF THE EAST
 AG7590'END OF THE BRIDGE.
 AG7590
 AG7590                          STATION RECOVERY (1989)
 AG7590
 AG7590'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7590'RECOVERED IN GOOD CONDITION.
 AG7590
 AG7590                          STATION RECOVERY (2001)
 AG7590
 AG7590'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7590'A NEW BRIDGE NO. 100303 WAS CONSTRUCTED IN 1992 FOR WIDENING OF STATE
 AG7590'ROAD 580. A HILLSBOROUGH COUNTY BENCHMARK NO. VA-679 WAS LOCATED IN
 AG7590'NORTHEAST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7592 ***********************************************************************
 AG7592  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7592  DESIGNATION -  872 6748 EB TIDAL
 AG7592  PID         -  AG7592
 AG7592  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7592  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7592
 AG7592                         *CURRENT SURVEY CONTROL
 AG7592  ___________________________________________________________________
 AG7592* NAD 83(1986)-  27 59 49.     (N)    082 35 12.     (W)     SCALED    
 AG7592* NAVD 88     -         2.356  (meters)       7.73   (feet)  ADJUSTED  
 AG7592  ___________________________________________________________________
 AG7592  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AG7592  DYNAMIC HT  -           2.353 (meters)       7.72  (feet)  COMP
 AG7592  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AG7592
 AG7592  VERT ORDER  -  SECOND    CLASS I
 AG7592
 AG7592.The horizontal coordinates were scaled from a topographic map and have
 AG7592.an estimated accuracy of +/- 6 seconds.
 AG7592
 AG7592.The orthometric height was determined by differential leveling
 AG7592.and adjusted by the National Geodetic Survey in June 1991..
 AG7592
 AG7592.This Tidal Bench Mark is designated as VM 16451
 AG7592.by the Center for Operational Oceanographic Products and Services.
 AG7592
 AG7592.The geoid height was determined by GEOID03.
 AG7592
 AG7592.The dynamic height is computed by dividing the NAVD 88
 AG7592.geopotential number by the normal gravity value computed on the
 AG7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7592.degrees latitude (g = 980.6199 gals.).
 AG7592
 AG7592.The modeled gravity was interpolated from observed gravity values.
 AG7592
 AG7592;                    North         East    Units  Estimated Accuracy
 AG7592;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7592
 AG7592                          SUPERSEDED SURVEY CONTROL
 AG7592
 AG7592  NGVD 29 (??/??/92)    2.624  (m)            8.61   (f) ADJ UNCH    2 1
 AG7592
 AG7592.Superseded values are not recommended for survey control.
 AG7592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7592.See file dsdata.txt to determine how the superseded data were derived.
 AG7592
 AG7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7592_MARKER: DJ = TIDAL STATION DISK
 AG7592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7592_SP_SET: STORM DRAIN
 AG7592_STAMPING: 6748 EB 1976
 AG7592_MARK LOGO: NOS   
 AG7592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7592
 AG7592  HISTORY     - Date     Condition        Report By
 AG7592  HISTORY     - 1976     MONUMENTED       NOS
 AG7592  HISTORY     - 1982     GOOD             FLDNR
 AG7592  HISTORY     - 1989     GOOD             USPSQD
 AG7592  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7592
 AG7592                          STATION DESCRIPTION
 AG7592
 AG7592'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7592'IN TAMPA.
 AG7592'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7592'ROCKY CREEK.
 AG7592'THE MARK IS SET IN THE TOP OF A CURB STORM DRAIN WEST OF THE BRIDGE,
 AG7592'15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 12.5 FEET WEST
 AG7592'OF THE NORTHWEST CORNER OF THE BRIDGE.
 AG7592
 AG7592                          STATION RECOVERY (1989)
 AG7592
 AG7592'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7592'RECOVERED IN GOOD CONDITION.
 AG7592
 AG7592                          STATION RECOVERY (2001)
 AG7592
 AG7592'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7592'STORM DRAIN WAS DESTROYED DURING WIDENING OF STATE ROAD 580 IN 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7589 ***********************************************************************
 AG7589  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7589  DESIGNATION -  872 6748 F TIDAL
 AG7589  PID         -  AG7589
 AG7589  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7589  USGS QUAD   -  GANDY BRIDGE (1987)
 AG7589
 AG7589                         *CURRENT SURVEY CONTROL
 AG7589  ___________________________________________________________________
 AG7589* NAD 83(1986)-  27 59 49.     (N)    082 35 12.     (W)     SCALED    
 AG7589* NAVD 88     -         2.498  (meters)       8.20   (feet)  ADJUSTED  
 AG7589  ___________________________________________________________________
 AG7589  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AG7589  DYNAMIC HT  -           2.494 (meters)       8.18  (feet)  COMP
 AG7589  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AG7589
 AG7589  VERT ORDER  -  SECOND    CLASS I
 AG7589
 AG7589.The horizontal coordinates were scaled from a topographic map and have
 AG7589.an estimated accuracy of +/- 6 seconds.
 AG7589
 AG7589.The orthometric height was determined by differential leveling
 AG7589.and adjusted by the National Geodetic Survey in June 1991..
 AG7589
 AG7589.This Tidal Bench Mark is designated as VM 16454
 AG7589.by the Center for Operational Oceanographic Products and Services.
 AG7589
 AG7589.The geoid height was determined by GEOID03.
 AG7589
 AG7589.The dynamic height is computed by dividing the NAVD 88
 AG7589.geopotential number by the normal gravity value computed on the
 AG7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7589.degrees latitude (g = 980.6199 gals.).
 AG7589
 AG7589.The modeled gravity was interpolated from observed gravity values.
 AG7589
 AG7589;                    North         East    Units  Estimated Accuracy
 AG7589;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7589
 AG7589                          SUPERSEDED SURVEY CONTROL
 AG7589
 AG7589  NGVD 29 (??/??/92)    2.766  (m)            9.07   (f) ADJ UNCH    2 1
 AG7589
 AG7589.Superseded values are not recommended for survey control.
 AG7589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7589.See file dsdata.txt to determine how the superseded data were derived.
 AG7589
 AG7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7589_MARKER: DJ = TIDAL STATION DISK
 AG7589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7589_SP_SET: COPPER-CLAD STEEL ROD
 AG7589_STAMPING: 6748 F 1976
 AG7589_MARK LOGO: NOS   
 AG7589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7589
 AG7589  HISTORY     - Date     Condition        Report By
 AG7589  HISTORY     - 1976     MONUMENTED       NOS
 AG7589  HISTORY     - 1982     GOOD             FLDNR
 AG7589  HISTORY     - 1989     GOOD             USPSQD
 AG7589  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7589
 AG7589                          STATION DESCRIPTION
 AG7589
 AG7589'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7589'IN TAMPA.
 AG7589'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7589'ROCKY CREEK.
 AG7589'THE MARK BEARS 38.9 FEET EAST OF THE EAST END OF THE BRIDGE, 21.5
 AG7589'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE EAST END OF
 AG7589'A METAL GUARDRAIL, AND 0.2 FOOT SOUTH OF A WITNESS POST.  THE MARK IS
 AG7589'SET ATOP F A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.
 AG7589
 AG7589                          STATION RECOVERY (1989)
 AG7589
 AG7589'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7589'RECOVERED IN GOOD CONDITION.
 AG7589
 AG7589                          STATION RECOVERY (2001)
 AG7589
 AG7589'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7589'STATE RAOD 580 WAS WIDENED IN 1992. THE 1882 DESCRIPTION WOULD PLACE
 AG7589'THE MARK UNDER THE NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7368 ***********************************************************************
 AL7368  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7368  DESIGNATION -  872 6759 B TIDAL
 AL7368  PID         -  AL7368
 AL7368  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7368  USGS QUAD   -  CITRUS PARK (1987)
 AL7368
 AL7368                         *CURRENT SURVEY CONTROL
 AL7368  ___________________________________________________________________
 AL7368* NAD 83(1986)-  28 00 07.     (N)    082 36 56.     (W)     SCALED    
 AL7368* NAVD 88     -         1.139  (meters)       3.74   (feet)  ADJUSTED  
 AL7368  ___________________________________________________________________
 AL7368  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL7368  DYNAMIC HT  -           1.137 (meters)       3.73  (feet)  COMP
 AL7368  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AL7368
 AL7368  VERT ORDER  -  SECOND    CLASS I
 AL7368
 AL7368.The horizontal coordinates were scaled from a topographic map and have
 AL7368.an estimated accuracy of +/- 6 seconds.
 AL7368
 AL7368.The orthometric height was determined by differential leveling
 AL7368.and adjusted by the National Geodetic Survey in June 1991..
 AL7368
 AL7368.This Tidal Bench Mark is designated as VM 7564
 AL7368.by the Center for Operational Oceanographic Products and Services.
 AL7368
 AL7368.The geoid height was determined by GEOID03.
 AL7368
 AL7368.The dynamic height is computed by dividing the NAVD 88
 AL7368.geopotential number by the normal gravity value computed on the
 AL7368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7368.degrees latitude (g = 980.6199 gals.).
 AL7368
 AL7368.The modeled gravity was interpolated from observed gravity values.
 AL7368
 AL7368;                    North         East    Units  Estimated Accuracy
 AL7368;SPC FL W     -   406,580.      139,460.      MT  (+/- 180 meters Scaled)
 AL7368
 AL7368                          SUPERSEDED SURVEY CONTROL
 AL7368
 AL7368.No superseded survey control is available for this station.
 AL7368
 AL7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL411984(NAD 83)
 AL7368_MARKER: DJ = TIDAL STATION DISK
 AL7368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7368_SP_SET: CONCRETE POST
 AL7368_STAMPING: 6759 B 1977
 AL7368_MARK LOGO: NOS   
 AL7368_PROJECTION: RECESSED 15 CENTIMETERS
 AL7368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7368+STABILITY: SURFACE MOTION
 AL7368
 AL7368  HISTORY     - Date     Condition        Report By
 AL7368  HISTORY     - 1977     MONUMENTED       NOS
 AL7368  HISTORY     - 1983     GOOD             FLDNR
 AL7368
 AL7368                          STATION DESCRIPTION
 AL7368
 AL7368'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7368'3.45 MI SE FROM OLDSMAR.
 AL7368'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 2.75 MILES EASTERLY
 AL7368'ON STATE ROAD 580 TO A BRIDGE OVER A CANAL, GO SOUTH ALONG THE WEST
 AL7368'SIDE OF THE CANAL FOR 0.7 MILE TO THE MARK.  THE MARK IS LOCATED ON A
 AL7368'RIDGE THAT RUNS BETWEEN THE CANAL AND DOUBLE BRANCH BAY.  THE MARK
 AL7368'BEARS 280 FEET SOUTH OF TIDAL BENCH MARK 6759 C 1977, 43 FEET WEST OF
 AL7368'THE HIGH WATER LINE FOR THE CANAL, 44 FEET EAST OF THE HIGH WATER LINE
 AL7368'FOR THE MUD FLATS OF DOUBLE BRANCH BAY, 0.5 FOOT EAST OF A WITNESS
 AL7368'POST, AND 200 FEET NORTH OF TIDAL BENCH MARK 6759 E 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7367 ***********************************************************************
 AL7367  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7367  DESIGNATION -  872 6759 C TIDAL
 AL7367  PID         -  AL7367
 AL7367  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7367  USGS QUAD   -  CITRUS PARK (1987)
 AL7367
 AL7367                         *CURRENT SURVEY CONTROL
 AL7367  ___________________________________________________________________
 AL7367* NAD 83(1986)-  28 00 07.     (N)    082 36 56.     (W)     SCALED    
 AL7367* NAVD 88     -         1.288  (meters)       4.23   (feet)  ADJUSTED  
 AL7367  ___________________________________________________________________
 AL7367  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL7367  DYNAMIC HT  -           1.287 (meters)       4.22  (feet)  COMP
 AL7367  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AL7367
 AL7367  VERT ORDER  -  SECOND    CLASS I
 AL7367
 AL7367.The horizontal coordinates were scaled from a topographic map and have
 AL7367.an estimated accuracy of +/- 6 seconds.
 AL7367
 AL7367.The orthometric height was determined by differential leveling
 AL7367.and adjusted by the National Geodetic Survey in June 1991..
 AL7367
 AL7367.This Tidal Bench Mark is designated as VM 7565
 AL7367.by the Center for Operational Oceanographic Products and Services.
 AL7367
 AL7367.The geoid height was determined by GEOID03.
 AL7367
 AL7367.The dynamic height is computed by dividing the NAVD 88
 AL7367.geopotential number by the normal gravity value computed on the
 AL7367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7367.degrees latitude (g = 980.6199 gals.).
 AL7367
 AL7367.The modeled gravity was interpolated from observed gravity values.
 AL7367
 AL7367;                    North         East    Units  Estimated Accuracy
 AL7367;SPC FL W     -   406,580.      139,460.      MT  (+/- 180 meters Scaled)
 AL7367
 AL7367                          SUPERSEDED SURVEY CONTROL
 AL7367
 AL7367.No superseded survey control is available for this station.
 AL7367
 AL7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL411984(NAD 83)
 AL7367_MARKER: DJ = TIDAL STATION DISK
 AL7367_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 AL7367_SP_SET: UNSPECIFIED ROD/PIPE IN SLEEVE
 AL7367_STAMPING: 6759 C 1977
 AL7367_MARK LOGO: NOS   
 AL7367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7367
 AL7367  HISTORY     - Date     Condition        Report By
 AL7367  HISTORY     - 1977     MONUMENTED       NOS
 AL7367  HISTORY     - 1983     GOOD             FLDNR
 AL7367
 AL7367                          STATION DESCRIPTION
 AL7367
 AL7367'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7367'3.45 MI SE FROM OLDSMAR.
 AL7367'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 2.75 MILES EASTERLY
 AL7367'ON STATE ROAD 580 TO A BRIDGE OVER A CANAL, GO SOUTH ALONG THE WEST
 AL7367'SIDE OF THE CANAL FOR 0.7 MILE TO THE MARK.  THE MARK IS LOCATED ON A
 AL7367'RIDGE THAT RUNS BETWEEN THE CANAL AND DOUBLE BRANCH BAY.  THE MARK
 AL7367'BEARS 280 FEET NORTH OF TIDAL BENCH MARK 6759 B 1977, 47 FEET WEST OF
 AL7367'THE HIGH WATER LINE OF THE CANAL, 1.6 FEET SOUTH OF A FENCE POST WITH
 AL7367'A WITNESS SIGN ATTACHED, AND 50 FEET EAST OF THE HIGH WATER LINE FOR
 AL7367'THE MUD FLATS OF DOUBLE BRANCH BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7369 ***********************************************************************
 AL7369  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7369  DESIGNATION -  872 6759 E TIDAL
 AL7369  PID         -  AL7369
 AL7369  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7369  USGS QUAD   -  CITRUS PARK (1987)
 AL7369
 AL7369                         *CURRENT SURVEY CONTROL
 AL7369  ___________________________________________________________________
 AL7369* NAD 83(1986)-  28 00 07.     (N)    082 36 56.     (W)     SCALED    
 AL7369* NAVD 88     -         1.668  (meters)       5.47   (feet)  ADJUSTED  
 AL7369  ___________________________________________________________________
 AL7369  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL7369  DYNAMIC HT  -           1.666 (meters)       5.47  (feet)  COMP
 AL7369  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AL7369
 AL7369  VERT ORDER  -  SECOND    CLASS I
 AL7369
 AL7369.The horizontal coordinates were scaled from a topographic map and have
 AL7369.an estimated accuracy of +/- 6 seconds.
 AL7369
 AL7369.The orthometric height was determined by differential leveling
 AL7369.and adjusted by the National Geodetic Survey in June 1991..
 AL7369
 AL7369.This Tidal Bench Mark is designated as VM 7566
 AL7369.by the Center for Operational Oceanographic Products and Services.
 AL7369
 AL7369.The geoid height was determined by GEOID03.
 AL7369
 AL7369.The dynamic height is computed by dividing the NAVD 88
 AL7369.geopotential number by the normal gravity value computed on the
 AL7369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7369.degrees latitude (g = 980.6199 gals.).
 AL7369
 AL7369.The modeled gravity was interpolated from observed gravity values.
 AL7369
 AL7369;                    North         East    Units  Estimated Accuracy
 AL7369;SPC FL W     -   406,580.      139,460.      MT  (+/- 180 meters Scaled)
 AL7369
 AL7369                          SUPERSEDED SURVEY CONTROL
 AL7369
 AL7369.No superseded survey control is available for this station.
 AL7369
 AL7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL411984(NAD 83)
 AL7369_MARKER: DJ = TIDAL STATION DISK
 AL7369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7369_SP_SET: CONCRETE POST
 AL7369_STAMPING: 6759 E 1977
 AL7369_MARK LOGO: NOS   
 AL7369_PROJECTION: RECESSED 15 CENTIMETERS
 AL7369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7369+STABILITY: SURFACE MOTION
 AL7369
 AL7369  HISTORY     - Date     Condition        Report By
 AL7369  HISTORY     - 1977     MONUMENTED       NOS
 AL7369  HISTORY     - 1983     GOOD             FLDNR
 AL7369
 AL7369                          STATION DESCRIPTION
 AL7369
 AL7369'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7369'3.45 MI SE FROM OLDSMAR.
 AL7369'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 2.75 MILES EASTERLY
 AL7369'ON STATE ROAD 580 TO A BRIDGE OVER A CANAL, GO SOUTH ALONG THE WEST
 AL7369'SIDE OF THE CANAL FOR 0.7 MILE TO THE MARK.  THE MARK IS LOCATED ON A
 AL7369'RIDGE THAT RUNS BETWEEN THE CANAL AND DOUBLE BRANCH BAY.  THE MARK
 AL7369'BEARS 200 FEET SOUTH OF TIDAL BENCH MARK 6759 B 1977, 36 FEET EAST OF
 AL7369'THE HIGH WATER LINE OF THE MUD FLATS, 55 FEET WEST OF THE HIGH WATER
 AL7369'LINE OF THE CANAL, 200 FEET NORTH OF TIDAL BENCH MARK 6759 F 1977, AND
 AL7369'1.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7370 ***********************************************************************
 AL7370  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7370  DESIGNATION -  872 6759 F TIDAL
 AL7370  PID         -  AL7370
 AL7370  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7370  USGS QUAD   -  CITRUS PARK (1987)
 AL7370
 AL7370                         *CURRENT SURVEY CONTROL
 AL7370  ___________________________________________________________________
 AL7370* NAD 83(1986)-  28 00 07.     (N)    082 36 56.     (W)     SCALED    
 AL7370* NAVD 88     -         2.314  (meters)       7.59   (feet)  ADJUSTED  
 AL7370  ___________________________________________________________________
 AL7370  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL7370  DYNAMIC HT  -           2.311 (meters)       7.58  (feet)  COMP
 AL7370  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AL7370
 AL7370  VERT ORDER  -  SECOND    CLASS I
 AL7370
 AL7370.The horizontal coordinates were scaled from a topographic map and have
 AL7370.an estimated accuracy of +/- 6 seconds.
 AL7370
 AL7370.The orthometric height was determined by differential leveling
 AL7370.and adjusted by the National Geodetic Survey in June 1991..
 AL7370
 AL7370.This Tidal Bench Mark is designated as VM 7567
 AL7370.by the Center for Operational Oceanographic Products and Services.
 AL7370
 AL7370.The geoid height was determined by GEOID03.
 AL7370
 AL7370.The dynamic height is computed by dividing the NAVD 88
 AL7370.geopotential number by the normal gravity value computed on the
 AL7370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7370.degrees latitude (g = 980.6199 gals.).
 AL7370
 AL7370.The modeled gravity was interpolated from observed gravity values.
 AL7370
 AL7370;                    North         East    Units  Estimated Accuracy
 AL7370;SPC FL W     -   406,580.      139,460.      MT  (+/- 180 meters Scaled)
 AL7370
 AL7370                          SUPERSEDED SURVEY CONTROL
 AL7370
 AL7370.No superseded survey control is available for this station.
 AL7370
 AL7370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL411984(NAD 83)
 AL7370_MARKER: DJ = TIDAL STATION DISK
 AL7370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7370_SP_SET: CONCRETE POST
 AL7370_STAMPING: 6759 F 1977
 AL7370_MARK LOGO: NOS   
 AL7370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7370+STABILITY: SURFACE MOTION
 AL7370
 AL7370  HISTORY     - Date     Condition        Report By
 AL7370  HISTORY     - 1977     MONUMENTED       NOS
 AL7370  HISTORY     - 1983     GOOD             FLDNR
 AL7370
 AL7370                          STATION DESCRIPTION
 AL7370
 AL7370'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7370'3.45 MI SE FROM OLDSMAR.
 AL7370'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 2.75 MILES EASTERLY
 AL7370'ON STATE ROAD 580 TO A BRIDGE OVER A CANAL, GO SOUTH ALONG THE WEST
 AL7370'SIDE OF THE CANAL FOR 0.7 MILE TO THE MARK.  THE MARK IS LOCATED ON A
 AL7370'RIDGE THAT RUNS BETWEEN THE CANAL AND DOUBLE BRANCH BAY.  THE MARK
 AL7370'BEARS 200 FEET SOUTH OF TIDAL BENCH MARK 6759 E 1977, 38 FEET EAST OF
 AL7370'THE HIGH WATER LINE OF THE MUD FLATS, 59 FEET WEST OF THE HIGH WATER
 AL7370'LINE OF THE CANAL, AND 0.5 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7366 ***********************************************************************
 AL7366  DESIGNATION -  872 6759 G TIDAL FLDT
 AL7366  PID         -  AL7366
 AL7366  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7366  USGS QUAD   -  CITRUS PARK (1987)
 AL7366
 AL7366                         *CURRENT SURVEY CONTROL
 AL7366  ___________________________________________________________________
 AL7366* NAD 83(1986)-  28 00 38.     (N)    082 36 29.     (W)     SCALED    
 AL7366* NAVD 88     -         4.915  (meters)      16.13   (feet)  ADJUSTED  
 AL7366  ___________________________________________________________________
 AL7366  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AL7366  DYNAMIC HT  -           4.908 (meters)      16.10  (feet)  COMP
 AL7366  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AL7366
 AL7366  VERT ORDER  -  SECOND    CLASS I
 AL7366
 AL7366.The horizontal coordinates were scaled from a topographic map and have
 AL7366.an estimated accuracy of +/- 6 seconds.
 AL7366
 AL7366.The orthometric height was determined by differential leveling
 AL7366.and adjusted by the National Geodetic Survey in June 1991..
 AL7366
 AL7366.The geoid height was determined by GEOID03.
 AL7366
 AL7366.The dynamic height is computed by dividing the NAVD 88
 AL7366.geopotential number by the normal gravity value computed on the
 AL7366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7366.degrees latitude (g = 980.6199 gals.).
 AL7366
 AL7366.The modeled gravity was interpolated from observed gravity values.
 AL7366
 AL7366;                    North         East    Units  Estimated Accuracy
 AL7366;SPC FL W     -   407,530.      140,200.      MT  (+/- 180 meters Scaled)
 AL7366
 AL7366                          SUPERSEDED SURVEY CONTROL
 AL7366
 AL7366.No superseded survey control is available for this station.
 AL7366
 AL7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL418994(NAD 83)
 AL7366_MARKER: DJ = TIDAL STATION DISK
 AL7366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7366_SP_SET: CONCRETE BRIDGE ABUTMENT
 AL7366_STAMPING: 6759 G
 AL7366_MARK LOGO: FLDT  
 AL7366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7366+STABILITY: SURFACE MOTION
 AL7366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7366+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 AL7366
 AL7366  HISTORY     - Date     Condition        Report By
 AL7366  HISTORY     - UNK      MONUMENTED       FLDT
 AL7366  HISTORY     - 1983     GOOD             FLDNR
 AL7366  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AL7366  HISTORY     - 20030824 GOOD             USPSQD
 AL7366
 AL7366                          STATION DESCRIPTION
 AL7366
 AL7366'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7366'2.75 MI ESE FROM OLDSMAR.
 AL7366'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 2.75 MILES EASTERLY
 AL7366'ON STATE ROAD 580 TO A BRIDGE OVER A CANAL AND THE MARK.  THE MARK
 AL7366'BEARS 15 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD 580 AND 1 FOOT
 AL7366'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 AL7366
 AL7366                          STATION RECOVERY (2001)
 AL7366
 AL7366'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL7366'NEW BRIDGE NO. 100581 WAS CONSTRUCTED OVER CHANNEL 'A' IN 1992 FOR
 AL7366'WIDENING OF STATE ROAD 580. A HILLSBOROUGH COUNTY BENCHMARK NO.
 AL7366'VA-278A WAS LOCATED IN SOUTHWEST CORNER OF BRIDGE AND HILLSBOROUGH
 AL7366'COUNTY BENCHMARK NO. VA-278 WAS LOCATED IN NORTHEAST CORNER OF BRIDGE.
 AL7366' 
 AL7366
 AL7366                          STATION RECOVERY (2003)
 AL7366
 AL7366'RECOVERY NOTE BY US POWER SQUADRON 2003 (ECB)
 AL7366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6289 ***********************************************************************
 AL6289  TIDAL BM    -  This is a Tidal Bench Mark.
 AL6289  DESIGNATION -  872 6761 TIDAL 3
 AL6289  PID         -  AL6289
 AL6289  STATE/COUNTY-  FL/PINELLAS
 AL6289  USGS QUAD   -  DUNEDIN (1987)
 AL6289
 AL6289                         *CURRENT SURVEY CONTROL
 AL6289  ___________________________________________________________________
 AL6289* NAD 83(1986)-  28 00 44.     (N)    082 47 30.     (W)     SCALED    
 AL6289* NAVD 88     -         1.441  (meters)       4.73   (feet)  ADJUSTED  
 AL6289  ___________________________________________________________________
 AL6289  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AL6289  DYNAMIC HT  -           1.439 (meters)       4.72  (feet)  COMP
 AL6289  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AL6289
 AL6289  VERT ORDER  -  SECOND    CLASS I
 AL6289
 AL6289.The horizontal coordinates were scaled from a topographic map and have
 AL6289.an estimated accuracy of +/- 6 seconds.
 AL6289
 AL6289.The orthometric height was determined by differential leveling
 AL6289.and adjusted by the National Geodetic Survey in June 1991..
 AL6289
 AL6289.This Tidal Bench Mark is designated as VM 7570
 AL6289.by the Center for Operational Oceanographic Products and Services.
 AL6289
 AL6289.The geoid height was determined by GEOID03.
 AL6289
 AL6289.The dynamic height is computed by dividing the NAVD 88
 AL6289.geopotential number by the normal gravity value computed on the
 AL6289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6289.degrees latitude (g = 980.6199 gals.).
 AL6289
 AL6289.The modeled gravity was interpolated from observed gravity values.
 AL6289
 AL6289;                    North         East    Units  Estimated Accuracy
 AL6289;SPC FL W     -   407,820.      122,140.      MT  (+/- 180 meters Scaled)
 AL6289
 AL6289                          SUPERSEDED SURVEY CONTROL
 AL6289
 AL6289  NGVD 29 (??/??/92)    1.702  (m)            5.58   (f) ADJ UNCH    2 1
 AL6289
 AL6289.Superseded values are not recommended for survey control.
 AL6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6289.See file dsdata.txt to determine how the superseded data were derived.
 AL6289
 AL6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL238998(NAD 83)
 AL6289_MARKER: DB = BENCH MARK DISK
 AL6289_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL6289_MARK LOGO: CGS   
 AL6289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6289
 AL6289  HISTORY     - Date     Condition        Report By
 AL6289  HISTORY     - UNK      MONUMENTED       CGS
 AL6289  HISTORY     - 1975     GOOD             FLDT
 AL6289  HISTORY     - 1983     GOOD             FLDNR
 AL6289  HISTORY     - 1989     GOOD             USPSQD
 AL6289  HISTORY     - 19950217 GOOD             USPSQD
 AL6289
 AL6289                          STATION DESCRIPTION
 AL6289
 AL6289'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL6289'AT W DUNEDIN.
 AL6289'STATION IS LOCATED AT THE W. END OF MAIN STREET, BY THE E. END
 AL6289'OF THE FISHING PIER LEADING TO THE DUNEDIN FISH COMPANY STORE,
 AL6289'29 FT. N. OF THE CENTERLINE OF MAIN STREET, 95 FT. W. OF THE
 AL6289'CENTERLINE OF VICTORIA DR., ON THE S/SE PORTION OF JAMAICA INN
 AL6289'MOTEL PROPERTY.  3 FT. S. OF CONCRETE BLOCK WALL.  SET IN THE
 AL6289'TOP OF OLD SEAWALL WITHIN THE CENTER OF CONCRETE SIDEWALK.
 AL6289'SEC 27, T 28 S, R 15 E.
 AL6289
 AL6289                          STATION RECOVERY (1983)
 AL6289
 AL6289'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL6289'RECOVERED IN GOOD CONDITION.  STAMPING--NO III.
 AL6289
 AL6289                          STATION RECOVERY (1989)
 AL6289
 AL6289'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL6289'RECOVERED IN GOOD CONDITION.
 AL6289
 AL6289                          STATION RECOVERY (1995)
 AL6289
 AL6289'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL6289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6288 ***********************************************************************
 AL6288  TIDAL BM    -  This is a Tidal Bench Mark.
 AL6288  DESIGNATION -  872 6761 TIDAL 4
 AL6288  PID         -  AL6288
 AL6288  STATE/COUNTY-  FL/PINELLAS
 AL6288  USGS QUAD   -  DUNEDIN (1987)
 AL6288
 AL6288                         *CURRENT SURVEY CONTROL
 AL6288  ___________________________________________________________________
 AL6288* NAD 83(1986)-  28 00 45.     (N)    082 47 26.     (W)     SCALED    
 AL6288* NAVD 88     -         1.982  (meters)       6.50   (feet)  ADJUSTED  
 AL6288  ___________________________________________________________________
 AL6288  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AL6288  DYNAMIC HT  -           1.979 (meters)       6.49  (feet)  COMP
 AL6288  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AL6288
 AL6288  VERT ORDER  -  SECOND    CLASS I
 AL6288
 AL6288.The horizontal coordinates were scaled from a topographic map and have
 AL6288.an estimated accuracy of +/- 6 seconds.
 AL6288
 AL6288.The orthometric height was determined by differential leveling
 AL6288.and adjusted by the National Geodetic Survey in June 1991..
 AL6288
 AL6288.This Tidal Bench Mark is designated as VM 7569
 AL6288.by the Center for Operational Oceanographic Products and Services.
 AL6288
 AL6288.The geoid height was determined by GEOID03.
 AL6288
 AL6288.The dynamic height is computed by dividing the NAVD 88
 AL6288.geopotential number by the normal gravity value computed on the
 AL6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6288.degrees latitude (g = 980.6199 gals.).
 AL6288
 AL6288.The modeled gravity was interpolated from observed gravity values.
 AL6288
 AL6288;                    North         East    Units  Estimated Accuracy
 AL6288;SPC FL W     -   407,850.      122,250.      MT  (+/- 180 meters Scaled)
 AL6288
 AL6288                          SUPERSEDED SURVEY CONTROL
 AL6288
 AL6288  NGVD 29 (??/??/92)    2.244  (m)            7.36   (f) ADJ UNCH    2 1
 AL6288
 AL6288.Superseded values are not recommended for survey control.
 AL6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6288.See file dsdata.txt to determine how the superseded data were derived.
 AL6288
 AL6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL239998(NAD 83)
 AL6288_MARKER: DJ = TIDAL STATION DISK
 AL6288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL6288_STAMPING: NO 4
 AL6288_MARK LOGO: CGS   
 AL6288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6288
 AL6288  HISTORY     - Date     Condition        Report By
 AL6288  HISTORY     - UNK      MONUMENTED       CGS
 AL6288  HISTORY     - 1959     GOOD             NGS
 AL6288  HISTORY     - 1975     GOOD             NGS
 AL6288  HISTORY     - 1983     GOOD             FLDNR
 AL6288  HISTORY     - 1989     GOOD             USPSQD
 AL6288  HISTORY     - 19950217 MARK NOT FOUND   USPSQD
 AL6288
 AL6288                          STATION DESCRIPTION
 AL6288
 AL6288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AL6288'AT DUNEDIN.
 AL6288'AT DUNEDIN, 268 FT. NORTH OF THE CENTER LINE OF MAIN STREET
 AL6288'(THERE WAS A 10 FT. ERROR IN THIS DISTANCE ON THE ORIGINAL
 AL6288'DESCRIPTION) 162 FT. SOUTH OF THE CENTER LINE OF MONROE STREET,
 AL6288'9 FT. EAST OF THE CENTER LINE OF VICTORIA DRIVE, 16.5 FT. NORTH
 AL6288'OF THE CENTER LINE OF A SIDEWALK LEADING TO THE HOUSE AT 821
 AL6288'VICTORIA DRIVE, SET IN THE TOP OF THE EAST CURB OF VICTORIA
 AL6288'DRIVE.
 AL6288
 AL6288                          STATION RECOVERY (1975)
 AL6288
 AL6288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AL6288'RECOVERED IN GOOD CONDITION.
 AL6288
 AL6288                          STATION RECOVERY (1983)
 AL6288
 AL6288'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL6288'RECOVERED IN GOOD CONDITION.
 AL6288
 AL6288                          STATION RECOVERY (1989)
 AL6288
 AL6288'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL6288'RECOVERED IN GOOD CONDITION.
 AL6288
 AL6288                          STATION RECOVERY (1995)
 AL6288
 AL6288'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL6288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0401 ***********************************************************************
 AL0401  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0401  DESIGNATION -  872 6761 TIDAL 6
 AL0401  PID         -  AL0401
 AL0401  STATE/COUNTY-  FL/PINELLAS
 AL0401  USGS QUAD   -  DUNEDIN (1987)
 AL0401
 AL0401                         *CURRENT SURVEY CONTROL
 AL0401  ___________________________________________________________________
 AL0401* NAD 83(1986)-  28 00 43.     (N)    082 47 35.     (W)     SCALED    
 AL0401* NAVD 88     -         1.260  (meters)       4.13   (feet)  ADJUSTED  
 AL0401  ___________________________________________________________________
 AL0401  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AL0401  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 AL0401  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AL0401
 AL0401  VERT ORDER  -  SECOND    CLASS I
 AL0401
 AL0401.The horizontal coordinates were scaled from a topographic map and have
 AL0401.an estimated accuracy of +/- 6 seconds.
 AL0401
 AL0401.The orthometric height was determined by differential leveling
 AL0401.and adjusted by the National Geodetic Survey in June 1991..
 AL0401.WARNING-Repeat measurements at this control monument indicate possible
 AL0401.vertical movement.
 AL0401
 AL0401.This Tidal Bench Mark is designated as VM 7568
 AL0401.by the Center for Operational Oceanographic Products and Services.
 AL0401
 AL0401.The geoid height was determined by GEOID03.
 AL0401
 AL0401.The dynamic height is computed by dividing the NAVD 88
 AL0401.geopotential number by the normal gravity value computed on the
 AL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0401.degrees latitude (g = 980.6199 gals.).
 AL0401
 AL0401.The modeled gravity was interpolated from observed gravity values.
 AL0401
 AL0401;                    North         East    Units  Estimated Accuracy
 AL0401;SPC FL W     -   407,790.      122,010.      MT  (+/- 180 meters Scaled)
 AL0401
 AL0401                          SUPERSEDED SURVEY CONTROL
 AL0401
 AL0401  NGVD 29 (??/??/92)    1.528  (m)            5.01   (f) ADJ UNCH    2 1
 AL0401
 AL0401.Superseded values are not recommended for survey control.
 AL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0401.See file dsdata.txt to determine how the superseded data were derived.
 AL0401
 AL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL237998(NAD 83)
 AL0401_MARKER: DJ = TIDAL STATION DISK
 AL0401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0401_STAMPING: 6 1973
 AL0401_MARK LOGO: NOS   
 AL0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0401+STABILITY: SURFACE MOTION
 AL0401
 AL0401  HISTORY     - Date     Condition        Report By
 AL0401  HISTORY     - 1973     MONUMENTED       NGS
 AL0401  HISTORY     - 1975     GOOD             FLDT
 AL0401  HISTORY     - 1976     GOOD             NGS
 AL0401  HISTORY     - 1983     GOOD             FLDNR
 AL0401  HISTORY     - 1989     GOOD             USPSQD
 AL0401  HISTORY     - 19950213 GOOD             USPSQD
 AL0401  HISTORY     - 19960813 GOOD             USPSQD
 AL0401
 AL0401                          STATION DESCRIPTION
 AL0401
 AL0401'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0401'AT W DUNEDIN.
 AL0401'STATION IS LOCATED IN THE DUNEDIN YACHT BASIN AREA AT THE FOOT
 AL0401'OF MAIN STREET (S.R. 580), ON THE N. SIDE OF THE BASIN AND S.
 AL0401'SIDE OF MAIN ST., ACROSS FROM THE JAMAICA INN, 105 FT. E. OF THE
 AL0401'BASIN ENTRANCE, 10 FT. S. OF N. CORNER OF JOG IN SEAWALL.  SET
 AL0401'IN TOP OF 2 FT. CONCRETE SEAWALL.  SECTION 27, T 28 S, R 15 E.
 AL0401
 AL0401                          STATION RECOVERY (1976)
 AL0401
 AL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AL0401'RECOVERED IN GOOD CONDITION.
 AL0401
 AL0401                          STATION RECOVERY (1983)
 AL0401
 AL0401'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0401'RECOVERED IN GOOD CONDITION.
 AL0401
 AL0401                          STATION RECOVERY (1989)
 AL0401
 AL0401'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0401'RECOVERED IN GOOD CONDITION.
 AL0401
 AL0401                          STATION RECOVERY (1995)
 AL0401
 AL0401'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL0401'RECOVERED IN GOOD CONDITION.
 AL0401
 AL0401                          STATION RECOVERY (1996)
 AL0401
 AL0401'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7362 ***********************************************************************
 AL7362  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7362  DESIGNATION -  872 6768 A TIDAL
 AL7362  PID         -  AL7362
 AL7362  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7362  USGS QUAD   -  OLDSMAR (1987)
 AL7362
 AL7362                         *CURRENT SURVEY CONTROL
 AL7362  ___________________________________________________________________
 AL7362* NAD 83(1986)-  28 01 34.     (N)    082 37 57.     (W)     SCALED    
 AL7362* NAVD 88     -         2.541  (meters)       8.34   (feet)  ADJUSTED  
 AL7362  ___________________________________________________________________
 AL7362  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL7362  DYNAMIC HT  -           2.537 (meters)       8.32  (feet)  COMP
 AL7362  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AL7362
 AL7362  VERT ORDER  -  SECOND    CLASS I
 AL7362
 AL7362.The horizontal coordinates were scaled from a topographic map and have
 AL7362.an estimated accuracy of +/- 6 seconds.
 AL7362
 AL7362.The orthometric height was determined by differential leveling
 AL7362.and adjusted by the National Geodetic Survey in June 1991..
 AL7362
 AL7362.This Tidal Bench Mark is designated as VM 7572
 AL7362.by the Center for Operational Oceanographic Products and Services.
 AL7362
 AL7362.The geoid height was determined by GEOID03.
 AL7362
 AL7362.The dynamic height is computed by dividing the NAVD 88
 AL7362.geopotential number by the normal gravity value computed on the
 AL7362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7362.degrees latitude (g = 980.6199 gals.).
 AL7362
 AL7362.The modeled gravity was interpolated from observed gravity values.
 AL7362
 AL7362;                    North         East    Units  Estimated Accuracy
 AL7362;SPC FL W     -   409,260.      137,800.      MT  (+/- 180 meters Scaled)
 AL7362
 AL7362                          SUPERSEDED SURVEY CONTROL
 AL7362
 AL7362.No superseded survey control is available for this station.
 AL7362
 AL7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM395011(NAD 83)
 AL7362_MARKER: DJ = TIDAL STATION DISK
 AL7362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7362_SP_SET: CONCRETE BRIDGE ABUTMENT
 AL7362_STAMPING: 6768 A 1976
 AL7362_MARK LOGO: NOS   
 AL7362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7362+STABILITY: SURFACE MOTION
 AL7362
 AL7362  HISTORY     - Date     Condition        Report By
 AL7362  HISTORY     - 1976     MONUMENTED       NOS
 AL7362  HISTORY     - 1983     GOOD             FLDNR
 AL7362  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AL7362
 AL7362                          STATION DESCRIPTION
 AL7362
 AL7362'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7362'1 MI ESE FROM OLDSMAR.
 AL7362'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 1 MILE EASTERLY ON
 AL7362'STATE ROAD 580 TO THE MARK.  THE MARK BEARS 16 FEET SOUTHWEST OF THE
 AL7362'CENTERLINE OF THE HIGHWAY, 0.5 FOOT SOUTHEAST OF THE NORTHWEST END OF
 AL7362'THE BRIDGE OVER DOUBLE BRANCH, AND IS SET IN THE BRIDGE ABUTMENT.
 AL7362
 AL7362                          STATION RECOVERY (2001)
 AL7362
 AL7362'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL7362'NEW BRIDGE NO. 100582 WAS CONSTRUCTED IN 1995 FOR WIDENING OF STATE
 AL7362'ROAD 580. A FLORIDA D.O.T. MARK NO. 102001 L02 GPS WAS LOCATED IN
 AL7362'SIDEWALK NEAR NORTHWEST CORNER OF BRIDGE. A HILLSBOROUGH COUNTY
 AL7362'BENCHMARK NO. VA-287A WAS LOCATED IN SOUTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7363 ***********************************************************************
 AL7363  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7363  DESIGNATION -  872 6768 B TIDAL
 AL7363  PID         -  AL7363
 AL7363  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7363  USGS QUAD   -  OLDSMAR (1987)
 AL7363
 AL7363                         *CURRENT SURVEY CONTROL
 AL7363  ___________________________________________________________________
 AL7363* NAD 83(1986)-  28 01 34.     (N)    082 37 57.     (W)     SCALED    
 AL7363* NAVD 88     -         2.536  (meters)       8.32   (feet)  ADJUSTED  
 AL7363  ___________________________________________________________________
 AL7363  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL7363  DYNAMIC HT  -           2.532 (meters)       8.31  (feet)  COMP
 AL7363  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AL7363
 AL7363  VERT ORDER  -  SECOND    CLASS I
 AL7363
 AL7363.The horizontal coordinates were scaled from a topographic map and have
 AL7363.an estimated accuracy of +/- 6 seconds.
 AL7363
 AL7363.The orthometric height was determined by differential leveling
 AL7363.and adjusted by the National Geodetic Survey in June 1991..
 AL7363
 AL7363.This Tidal Bench Mark is designated as VM 7573
 AL7363.by the Center for Operational Oceanographic Products and Services.
 AL7363
 AL7363.The geoid height was determined by GEOID03.
 AL7363
 AL7363.The dynamic height is computed by dividing the NAVD 88
 AL7363.geopotential number by the normal gravity value computed on the
 AL7363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7363.degrees latitude (g = 980.6199 gals.).
 AL7363
 AL7363.The modeled gravity was interpolated from observed gravity values.
 AL7363
 AL7363;                    North         East    Units  Estimated Accuracy
 AL7363;SPC FL W     -   409,260.      137,800.      MT  (+/- 180 meters Scaled)
 AL7363
 AL7363                          SUPERSEDED SURVEY CONTROL
 AL7363
 AL7363.No superseded survey control is available for this station.
 AL7363
 AL7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM395011(NAD 83)
 AL7363_MARKER: DJ = TIDAL STATION DISK
 AL7363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7363_SP_SET: CONCRETE BRIDGE ABUTMENT
 AL7363_STAMPING: 6768 B 1976
 AL7363_MARK LOGO: NOS   
 AL7363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7363+STABILITY: SURFACE MOTION
 AL7363
 AL7363  HISTORY     - Date     Condition        Report By
 AL7363  HISTORY     - 1976     MONUMENTED       NOS
 AL7363  HISTORY     - 1983     GOOD             FLDNR
 AL7363  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AL7363
 AL7363                          STATION DESCRIPTION
 AL7363
 AL7363'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7363'1 MI ESE FROM OLDSMAR.
 AL7363'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 1 MILE EASTERLY ON
 AL7363'STATE ROAD 580 TO THE MARK.  THE MARK BEARS 15.5 FEET NORTHEAST OF THE
 AL7363'CENTERLINE OF THE HIGHWAY, 1.9 FEET NORTHWEST OF THE SOUTHEAST END OF
 AL7363'THE BRIDGE OVER DOUBLE BRANCH, AND 60 FEET NORTH-NORTHEAST OF TIDAL
 AL7363'BENCH MARK 6768 C 1976.
 AL7363
 AL7363                          STATION RECOVERY (2001)
 AL7363
 AL7363'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL7363'NEW BRIDGE NO. 100582 WAS CONSTRUCTED IN 1995 FOR WIDENING OF STATE
 AL7363'ROAD 580. A FLORIDA D.O.T. MARK NO. 102001 L02 GPS WAS LOCATED IN
 AL7363'SIDEWALK NEAR NORTHWEST CORNER OF BRIDGE. A HILLSBOROUGH COUNTY
 AL7363'BENCHMARK NO. VA-287A WAS LOCATED IN SOUTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7364 ***********************************************************************
 AL7364  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7364  DESIGNATION -  872 6768 C TIDAL
 AL7364  PID         -  AL7364
 AL7364  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7364  USGS QUAD   -  OLDSMAR (1987)
 AL7364
 AL7364                         *CURRENT SURVEY CONTROL
 AL7364  ___________________________________________________________________
 AL7364* NAD 83(1986)-  28 01 34.     (N)    082 37 57.     (W)     SCALED    
 AL7364* NAVD 88     -         1.007  (meters)       3.30   (feet)  ADJUSTED  
 AL7364  ___________________________________________________________________
 AL7364  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL7364  DYNAMIC HT  -           1.005 (meters)       3.30  (feet)  COMP
 AL7364  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AL7364
 AL7364  VERT ORDER  -  SECOND    CLASS I
 AL7364
 AL7364.The horizontal coordinates were scaled from a topographic map and have
 AL7364.an estimated accuracy of +/- 6 seconds.
 AL7364
 AL7364.The orthometric height was determined by differential leveling
 AL7364.and adjusted by the National Geodetic Survey in June 1991..
 AL7364
 AL7364.This Tidal Bench Mark is designated as VM 7574
 AL7364.by the Center for Operational Oceanographic Products and Services.
 AL7364
 AL7364.The geoid height was determined by GEOID03.
 AL7364
 AL7364.The dynamic height is computed by dividing the NAVD 88
 AL7364.geopotential number by the normal gravity value computed on the
 AL7364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7364.degrees latitude (g = 980.6199 gals.).
 AL7364
 AL7364.The modeled gravity was interpolated from observed gravity values.
 AL7364
 AL7364;                    North         East    Units  Estimated Accuracy
 AL7364;SPC FL W     -   409,260.      137,800.      MT  (+/- 180 meters Scaled)
 AL7364
 AL7364                          SUPERSEDED SURVEY CONTROL
 AL7364
 AL7364.No superseded survey control is available for this station.
 AL7364
 AL7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM395011(NAD 83)
 AL7364_MARKER: DJ = TIDAL STATION DISK
 AL7364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7364_SP_SET: CONCRETE CULVERT HEADWALL
 AL7364_STAMPING: 6768 C 1976
 AL7364_MARK LOGO: NOS   
 AL7364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7364+STABILITY: SURFACE MOTION
 AL7364
 AL7364  HISTORY     - Date     Condition        Report By
 AL7364  HISTORY     - 1976     MONUMENTED       NOS
 AL7364  HISTORY     - 1983     GOOD             FLDNR
 AL7364  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AL7364
 AL7364                          STATION DESCRIPTION
 AL7364
 AL7364'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7364'1 MI ESE FROM OLDSMAR.
 AL7364'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 1 MILE EASTERLY ON
 AL7364'STATE ROAD 580 TO THE MARK.  THE MARK BEARS 27 FEET SOUTH OF THE
 AL7364'SOUTHEAST END OF THE BRIDGE OVER DOUBLE BRANCH, 41.6 FEET SOUTHWEST OF
 AL7364'THE CENTERLINE OF THE HIGHWAY, 60 FEET SOUTH-SOUTHWEST OF TIDAL BENCH
 AL7364'MARK 6768 B 1976, AND 0.8 MILE EAST OF BENCH MARK MITCH 1 1983 BSM.
 AL7364'THE MARK IS 5 FT BELOW HIGHWAY.
 AL7364
 AL7364                          STATION RECOVERY (2001)
 AL7364
 AL7364'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL7364'CULVERT HEADWALL POSSIBLY DISTROYED WHEN STATE ROAD 580 WAS WIDENED TO
 AL7364'SIX LANES IN 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7361 ***********************************************************************
 AL7361  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7361  DESIGNATION -  872 6768 E TIDAL
 AL7361  PID         -  AL7361
 AL7361  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7361  USGS QUAD   -  OLDSMAR (1987)
 AL7361
 AL7361                         *CURRENT SURVEY CONTROL
 AL7361  ___________________________________________________________________
 AL7361* NAD 83(1986)-  28 01 34.     (N)    082 37 57.     (W)     SCALED    
 AL7361* NAVD 88     -         2.233  (meters)       7.33   (feet)  ADJUSTED  
 AL7361  ___________________________________________________________________
 AL7361  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL7361  DYNAMIC HT  -           2.229 (meters)       7.31  (feet)  COMP
 AL7361  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AL7361
 AL7361  VERT ORDER  -  SECOND    CLASS I
 AL7361
 AL7361.The horizontal coordinates were scaled from a topographic map and have
 AL7361.an estimated accuracy of +/- 6 seconds.
 AL7361
 AL7361.The orthometric height was determined by differential leveling
 AL7361.and adjusted by the National Geodetic Survey in June 1991..
 AL7361
 AL7361.This Tidal Bench Mark is designated as VM 7575
 AL7361.by the Center for Operational Oceanographic Products and Services.
 AL7361
 AL7361.The geoid height was determined by GEOID03.
 AL7361
 AL7361.The dynamic height is computed by dividing the NAVD 88
 AL7361.geopotential number by the normal gravity value computed on the
 AL7361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7361.degrees latitude (g = 980.6199 gals.).
 AL7361
 AL7361.The modeled gravity was interpolated from observed gravity values.
 AL7361
 AL7361;                    North         East    Units  Estimated Accuracy
 AL7361;SPC FL W     -   409,260.      137,800.      MT  (+/- 180 meters Scaled)
 AL7361
 AL7361                          SUPERSEDED SURVEY CONTROL
 AL7361
 AL7361.No superseded survey control is available for this station.
 AL7361
 AL7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM395011(NAD 83)
 AL7361_MARKER: DJ = TIDAL STATION DISK
 AL7361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7361_SP_SET: COPPER-CLAD STEEL ROD
 AL7361_STAMPING: 6768 E 1976
 AL7361_MARK LOGO: NOS   
 AL7361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7361
 AL7361  HISTORY     - Date     Condition        Report By
 AL7361  HISTORY     - 1976     MONUMENTED       NOS
 AL7361  HISTORY     - 1983     GOOD             FLDNR
 AL7361  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AL7361
 AL7361                          STATION DESCRIPTION
 AL7361
 AL7361'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7361'1 MI ESE FROM OLDSMAR.
 AL7361'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 1 MILE EASTERLY ON
 AL7361'STATE ROAD 580 TO THE MARK.  THE MARK BEARS 22 FEET NORTHEAST OF THE
 AL7361'CENTERLINE OF THE HIGHWAY, 52.5 FEET NORTHWEST OF THE NORTHWEST END OF
 AL7361'THE BRIDGE OVER DOUBLE BRANCH, AND 3 FEET SOUTHEAST OF THE NORTHWEST
 AL7361'END OF A METAL GUARDRAIL.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD
 AL7361'FLUSH WITH THE GROUND.
 AL7361
 AL7361                          STATION RECOVERY (2001)
 AL7361
 AL7361'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL7361'NEW BRIDGE NO. 100582 WAS CONSTRUCTED IN 1995 FOR WIDENING OF STATE
 AL7361'ROAD 580. A FLORIDA D.O.T. MARK NO. 102001 L02 GPS WAS LOCATED IN
 AL7361'SIDEWALK NEAR NORTHWEST CORNER OF BRIDGE. A HILLSBOROUGH COUNTY
 AL7361'BENCHMARK NO. VA-287A WAS LOCATED IN SOUTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7360 ***********************************************************************
 AL7360  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7360  DESIGNATION -  872 6768 F TIDAL
 AL7360  PID         -  AL7360
 AL7360  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7360  USGS QUAD   -  OLDSMAR (1987)
 AL7360
 AL7360                         *CURRENT SURVEY CONTROL
 AL7360  ___________________________________________________________________
 AL7360* NAD 83(1986)-  28 01 39.     (N)    082 38 05.     (W)     SCALED    
 AL7360* NAVD 88     -         2.123  (meters)       6.97   (feet)  ADJUSTED  
 AL7360  ___________________________________________________________________
 AL7360  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AL7360  DYNAMIC HT  -           2.120 (meters)       6.96  (feet)  COMP
 AL7360  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AL7360
 AL7360  VERT ORDER  -  SECOND    CLASS I
 AL7360
 AL7360.The horizontal coordinates were scaled from a topographic map and have
 AL7360.an estimated accuracy of +/- 6 seconds.
 AL7360
 AL7360.The orthometric height was determined by differential leveling
 AL7360.and adjusted by the National Geodetic Survey in June 1991..
 AL7360
 AL7360.This Tidal Bench Mark is designated as VM 7576
 AL7360.by the Center for Operational Oceanographic Products and Services.
 AL7360
 AL7360.The geoid height was determined by GEOID03.
 AL7360
 AL7360.The dynamic height is computed by dividing the NAVD 88
 AL7360.geopotential number by the normal gravity value computed on the
 AL7360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7360.degrees latitude (g = 980.6199 gals.).
 AL7360
 AL7360.The modeled gravity was interpolated from observed gravity values.
 AL7360
 AL7360;                    North         East    Units  Estimated Accuracy
 AL7360;SPC FL W     -   409,420.      137,590.      MT  (+/- 180 meters Scaled)
 AL7360
 AL7360                          SUPERSEDED SURVEY CONTROL
 AL7360
 AL7360.No superseded survey control is available for this station.
 AL7360
 AL7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM392013(NAD 83)
 AL7360_MARKER: DJ = TIDAL STATION DISK
 AL7360_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7360_SP_SET: COPPER-CLAD STEEL ROD
 AL7360_STAMPING: 6768 F 1976
 AL7360_MARK LOGO: NOS   
 AL7360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7360
 AL7360  HISTORY     - Date     Condition        Report By
 AL7360  HISTORY     - 1976     MONUMENTED       NOS
 AL7360  HISTORY     - 1983     GOOD             FLDNR
 AL7360  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AL7360
 AL7360                          STATION DESCRIPTION
 AL7360
 AL7360'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7360'1 MI ESE FROM OLDSMAR.
 AL7360'BEGIN AT THE PINELLAS-HILLSBOROUGH COUNTY LINE, GO 1 MILE EASTERLY ON
 AL7360'STATE ROAD 580 TO THE MARK.  THE MARK BEARS 84 FEET NORTHEAST OF THE
 AL7360'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST FACE OF
 AL7360'THE CURB AROUND THE MEDIAN AT THE ENTRANCE TO BAY BAYOU VILLAS, AND
 AL7360'ABOUT 250 FEET NORTHWEST OF THE BRIDGE OVER DOUBLE BRANCH.  SET ON THE
 AL7360'TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7360
 AL7360                          STATION RECOVERY (2001)
 AL7360
 AL7360'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL7360'STATION POSSIBLY DISTURBED WHEN STATE ROAD 580 WAS WIDENED TO SIX
 AL7360'LANES IN 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7375 ***********************************************************************
 AL7375  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7375  DESIGNATION -  872 6769 B TIDAL
 AL7375  PID         -  AL7375
 AL7375  STATE/COUNTY-  FL/PINELLAS
 AL7375  USGS QUAD   -  OLDSMAR (1987)
 AL7375
 AL7375                         *CURRENT SURVEY CONTROL
 AL7375  ___________________________________________________________________
 AL7375* NAD 83(1986)-  28 01 30.     (N)    082 39 31.     (W)     SCALED    
 AL7375* NAVD 88     -         1.238  (meters)       4.06   (feet)  ADJUSTED  
 AL7375  ___________________________________________________________________
 AL7375  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7375  DYNAMIC HT  -           1.236 (meters)       4.06  (feet)  COMP
 AL7375  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL7375
 AL7375  VERT ORDER  -  SECOND    CLASS I
 AL7375
 AL7375.The horizontal coordinates were scaled from a topographic map and have
 AL7375.an estimated accuracy of +/- 6 seconds.
 AL7375
 AL7375.The orthometric height was determined by differential leveling
 AL7375.and adjusted by the National Geodetic Survey in June 1991..
 AL7375
 AL7375.This Tidal Bench Mark is designated as VM 7577
 AL7375.by the Center for Operational Oceanographic Products and Services.
 AL7375
 AL7375.The geoid height was determined by GEOID03.
 AL7375
 AL7375.The dynamic height is computed by dividing the NAVD 88
 AL7375.geopotential number by the normal gravity value computed on the
 AL7375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7375.degrees latitude (g = 980.6199 gals.).
 AL7375
 AL7375.The modeled gravity was interpolated from observed gravity values.
 AL7375
 AL7375;                    North         East    Units  Estimated Accuracy
 AL7375;SPC FL W     -   409,150.      135,240.      MT  (+/- 180 meters Scaled)
 AL7375
 AL7375                          SUPERSEDED SURVEY CONTROL
 AL7375
 AL7375.No superseded survey control is available for this station.
 AL7375
 AL7375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM369010(NAD 83)
 AL7375_MARKER: DJ = TIDAL STATION DISK
 AL7375_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7375_SP_SET: COPPER-CLAD STEEL ROD
 AL7375_STAMPING: 6769 B 1976
 AL7375_MARK LOGO: NOS   
 AL7375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7375
 AL7375  HISTORY     - Date     Condition        Report By
 AL7375  HISTORY     - 1976     MONUMENTED       NOS
 AL7375  HISTORY     - 1983     GOOD             FLDNR
 AL7375  HISTORY     - 19900629 MARK NOT FOUND   FLDNR
 AL7375
 AL7375                          STATION DESCRIPTION
 AL7375
 AL7375'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7375'IN OLDSMAR.
 AL7375'IN OLDSMAR, BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD
 AL7375'584, GO 0.4 MILE SOUTHWEST ON STATE ROAD 580 TO DARTMOUTH AVENUE, GO
 AL7375'0.15 MILE SOUTH ON DARTMOUTH AVENUE TO LAFAYETTE STREET, GO 0.15 MILE
 AL7375'EAST ON LAFAYETTE STREET TO NATIONAL ORANGE AVENUE, GO 0.1 MILE SOUTH
 AL7375'ON NATIONAL ORANGE AVENUE TO PATTY DRIVE AND A DIRT ROAD CONTINUING
 AL7375'SOUTH, GO 0.05 MILE SOUTH ON THE DIRT ROAD TO A 90-DEGREE LEFT TURN,
 AL7375'GO 0.15 MILE EAST ON THE DIRT ROAD TO THE JUNCTION OF ANOTHER DIRT
 AL7375'ROAD, GO RIGHT FOR 0.3 MILE SOUTH ON THE DIRT ROAD TO A POINT WHERE
 AL7375'THE ROAD IS ON A NARROW FILLED DIKE AND THE MARK.  THE MARK BEARS 15
 AL7375'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 15 FEET WEST OF THE EDGE
 AL7375'OF A DRAINAGE DITCH, 130 FEET SOUTH OF BENCH MARK 6769 C 1976, AND
 AL7375'ABOUT 80 FEET NORTH OF THE NARROW POINT IN THE ROAD.  SET ON THE TOP
 AL7375'OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7375
 AL7375                          STATION RECOVERY (1990)
 AL7375
 AL7375'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AL7375'MARK WAS NOT RECOVERED.  MUCH EVIDENCE OF ROAD CONSTRUCTION AND
 AL7375'DREDGING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7374 ***********************************************************************
 AL7374  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7374  DESIGNATION -  872 6769 C TIDAL
 AL7374  PID         -  AL7374
 AL7374  STATE/COUNTY-  FL/PINELLAS
 AL7374  USGS QUAD   -  OLDSMAR (1987)
 AL7374
 AL7374                         *CURRENT SURVEY CONTROL
 AL7374  ___________________________________________________________________
 AL7374* NAD 83(1986)-  28 01 33.     (N)    082 39 32.     (W)     SCALED    
 AL7374* NAVD 88     -         1.114  (meters)       3.65   (feet)  ADJUSTED  
 AL7374  ___________________________________________________________________
 AL7374  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7374  DYNAMIC HT  -           1.112 (meters)       3.65  (feet)  COMP
 AL7374  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL7374
 AL7374  VERT ORDER  -  SECOND    CLASS I
 AL7374
 AL7374.The horizontal coordinates were scaled from a topographic map and have
 AL7374.an estimated accuracy of +/- 6 seconds.
 AL7374
 AL7374.The orthometric height was determined by differential leveling
 AL7374.and adjusted by the National Geodetic Survey in June 1991..
 AL7374
 AL7374.This Tidal Bench Mark is designated as VM 7578
 AL7374.by the Center for Operational Oceanographic Products and Services.
 AL7374
 AL7374.The geoid height was determined by GEOID03.
 AL7374
 AL7374.The dynamic height is computed by dividing the NAVD 88
 AL7374.geopotential number by the normal gravity value computed on the
 AL7374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7374.degrees latitude (g = 980.6199 gals.).
 AL7374
 AL7374.The modeled gravity was interpolated from observed gravity values.
 AL7374
 AL7374;                    North         East    Units  Estimated Accuracy
 AL7374;SPC FL W     -   409,250.      135,210.      MT  (+/- 180 meters Scaled)
 AL7374
 AL7374                          SUPERSEDED SURVEY CONTROL
 AL7374
 AL7374.No superseded survey control is available for this station.
 AL7374
 AL7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM369011(NAD 83)
 AL7374_MARKER: DJ = TIDAL STATION DISK
 AL7374_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7374_SP_SET: COPPER-CLAD STEEL ROD
 AL7374_STAMPING: 6769 C 1976
 AL7374_MARK LOGO: NOS   
 AL7374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7374
 AL7374  HISTORY     - Date     Condition        Report By
 AL7374  HISTORY     - 1976     MONUMENTED       NOS
 AL7374  HISTORY     - 1983     GOOD             FLDNR
 AL7374  HISTORY     - 19900629 MARK NOT FOUND   FLDNR
 AL7374
 AL7374                          STATION DESCRIPTION
 AL7374
 AL7374'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7374'IN OLDSMAR.
 AL7374'IN OLDSMAR, BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD
 AL7374'584, GO 0.4 MILE SOUTHWEST ON STATE ROAD 580 TO DARTMOUTH AVENUE, GO
 AL7374'0.15 MILE SOUTH ON DARTMOUTH AVENUE TO LAFAYETTE STREET, GO 0.15 MILE
 AL7374'EAST ON LAFAYETTE STREET TO NATIONAL ORANGE AVENUE, GO 0.1 MILE SOUTH
 AL7374'ON NATIONAL ORANGE AVENUE TO PATTY DRIVE AND A DIRT ROAD CONTINUING
 AL7374'SOUTH, GO 0.05 MILE SOUTH ON THE DIRT ROAD TO A 90-DEGREE LEFT TURN,
 AL7374'GO 0.15 MILE EAST ON THE DIRT ROAD TO THE JUNCTION OF ANOTHER DIRT
 AL7374'ROAD, GO RIGHT FOR 0.3 MILE SOUTH ON THE DIRT ROAD TO A POINT WHERE
 AL7374'THE ROAD IS ON A NARROW FILLED DIKE AND THE MARK.  THE MARK BEARS 13
 AL7374'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 30 FEET WEST OF THE EDGE
 AL7374'OF A DRAINAGE DITCH, 130 FEET NORTH OF TIDAL BENCH MARK 6769 B 1976,
 AL7374'AND ABOUT 210 FEET NORTH OF THE NARROW POINT IN THE ROAD.  SET ON THE
 AL7374'TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7374
 AL7374                          STATION RECOVERY (1990)
 AL7374
 AL7374'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AL7374'MARK WAS NOT RECOVERED.  MUCH EVIDENCE OF ROAD CONSTRUCTION AND
 AL7374'DREDGING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7373 ***********************************************************************
 AL7373  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7373  DESIGNATION -  872 6769 G TIDAL
 AL7373  PID         -  AL7373
 AL7373  STATE/COUNTY-  FL/PINELLAS
 AL7373  USGS QUAD   -  OLDSMAR (1987)
 AL7373
 AL7373                         *CURRENT SURVEY CONTROL
 AL7373  ___________________________________________________________________
 AL7373* NAD 83(1986)-  28 01 40.     (N)    082 39 34.     (W)     SCALED    
 AL7373* NAVD 88     -         1.133  (meters)       3.72   (feet)  ADJUSTED  
 AL7373  ___________________________________________________________________
 AL7373  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7373  DYNAMIC HT  -           1.131 (meters)       3.71  (feet)  COMP
 AL7373  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AL7373
 AL7373  VERT ORDER  -  SECOND    CLASS I
 AL7373
 AL7373.The horizontal coordinates were scaled from a topographic map and have
 AL7373.an estimated accuracy of +/- 6 seconds.
 AL7373
 AL7373.The orthometric height was determined by differential leveling
 AL7373.and adjusted by the National Geodetic Survey in June 1991..
 AL7373
 AL7373.This Tidal Bench Mark is designated as VM 7579
 AL7373.by the Center for Operational Oceanographic Products and Services.
 AL7373
 AL7373.The geoid height was determined by GEOID03.
 AL7373
 AL7373.The dynamic height is computed by dividing the NAVD 88
 AL7373.geopotential number by the normal gravity value computed on the
 AL7373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7373.degrees latitude (g = 980.6199 gals.).
 AL7373
 AL7373.The modeled gravity was interpolated from observed gravity values.
 AL7373
 AL7373;                    North         East    Units  Estimated Accuracy
 AL7373;SPC FL W     -   409,460.      135,160.      MT  (+/- 180 meters Scaled)
 AL7373
 AL7373                          SUPERSEDED SURVEY CONTROL
 AL7373
 AL7373.No superseded survey control is available for this station.
 AL7373
 AL7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM368013(NAD 83)
 AL7373_MARKER: DJ = TIDAL STATION DISK
 AL7373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7373_SP_SET: STAINLESS STEEL ROD
 AL7373_STAMPING: 6769 G 1983
 AL7373_MARK LOGO: NOS   
 AL7373_PROJECTION: PROJECTING 23 CENTIMETERS
 AL7373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7373_ROD/PIPE-DEPTH: 9.75 meters
 AL7373
 AL7373  HISTORY     - Date     Condition        Report By
 AL7373  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7373  HISTORY     - 19900629 MARK NOT FOUND   FLDNR
 AL7373
 AL7373                          STATION DESCRIPTION
 AL7373
 AL7373'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7373'IN OLDSMAR.
 AL7373'IN OLDSMAR, BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD
 AL7373'584, GO 0.4 MILE SOUTHWEST ON STATE ROAD 580 TO DARTMOUTH AVENUE, GO
 AL7373'0.15 MILE SOUTH ON DARTMOUTH AVENUE TO LAFAYETTE STREET, GO 0.15 MILE
 AL7373'EAST ON LAFAYETTE STREET TO NATIONAL ORANGE AVENUE, GO 0.1 MILE SOUTH
 AL7373'ON NATIONAL ORANGE AVENUE TO PATTY DRIVE AND A DIRT ROAD CONTINUING
 AL7373'SOUTH, GO 0.05 MILE SOUTH ON THE DIRT ROAD TO A 90-DEGREE LEFT TURN,
 AL7373'GO 0.15 MILE EAST ON THE DIRT ROAD TO A DIRT ROAD JUNCTION, GO RIGHT
 AL7373'FOR 0.2 MILE SOUTH ON THE DIRT ROAD TO THE MARK.  THE MARK BEARS 11.5
 AL7373'FEET SOUTHWEST OF THE CENTERLINE OF THE NORTH/SOUTH DIRT ROAD, 10 FEET
 AL7373'SOUTHEAST OF THE CENTERLINE OF AN EAST/WEST DIRT ROAD TO A DIKE, AND
 AL7373'40 FEET EAST OF THE EAST END OF THE DIKE.
 AL7373
 AL7373                          STATION RECOVERY (1990)
 AL7373
 AL7373'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AL7373'MARK WAS NOT RECOVERED.  MUCH EVIDENCE OF ROAD CONSTRUCTION AND
 AL7373'DREDGING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7372 ***********************************************************************
 AL7372  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7372  DESIGNATION -  872 6769 H TIDAL
 AL7372  PID         -  AL7372
 AL7372  STATE/COUNTY-  FL/PINELLAS
 AL7372  USGS QUAD   -  OLDSMAR (1987)
 AL7372
 AL7372                         *CURRENT SURVEY CONTROL
 AL7372  ___________________________________________________________________
 AL7372* NAD 83(1986)-  28 01 44.     (N)    082 39 35.     (W)     SCALED    
 AL7372* NAVD 88     -         1.786  (meters)       5.86   (feet)  ADJUSTED  
 AL7372  ___________________________________________________________________
 AL7372  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7372  DYNAMIC HT  -           1.783 (meters)       5.85  (feet)  COMP
 AL7372  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7372
 AL7372  VERT ORDER  -  SECOND    CLASS I
 AL7372
 AL7372.The horizontal coordinates were scaled from a topographic map and have
 AL7372.an estimated accuracy of +/- 6 seconds.
 AL7372
 AL7372.The orthometric height was determined by differential leveling
 AL7372.and adjusted by the National Geodetic Survey in June 1991..
 AL7372
 AL7372.This Tidal Bench Mark is designated as VM 7580
 AL7372.by the Center for Operational Oceanographic Products and Services.
 AL7372
 AL7372.The geoid height was determined by GEOID03.
 AL7372
 AL7372.The dynamic height is computed by dividing the NAVD 88
 AL7372.geopotential number by the normal gravity value computed on the
 AL7372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7372.degrees latitude (g = 980.6199 gals.).
 AL7372
 AL7372.The modeled gravity was interpolated from observed gravity values.
 AL7372
 AL7372;                    North         East    Units  Estimated Accuracy
 AL7372;SPC FL W     -   409,590.      135,130.      MT  (+/- 180 meters Scaled)
 AL7372
 AL7372                          SUPERSEDED SURVEY CONTROL
 AL7372
 AL7372.No superseded survey control is available for this station.
 AL7372
 AL7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM368015(NAD 83)
 AL7372_MARKER: DJ = TIDAL STATION DISK
 AL7372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7372_SP_SET: CONCRETE POST
 AL7372_STAMPING: 6769 H 1983
 AL7372_MARK LOGO: NOS   
 AL7372_PROJECTION: FLUSH
 AL7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7372+STABILITY: SURFACE MOTION
 AL7372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7372+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1990
 AL7372
 AL7372  HISTORY     - Date     Condition        Report By
 AL7372  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7372  HISTORY     - 19900405 GOOD             FLDNR
 AL7372
 AL7372                          STATION DESCRIPTION
 AL7372
 AL7372'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7372'IN OLDSMAR.
 AL7372'IN OLDSMAR, BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD
 AL7372'584, GO 0.4 MILE SOUTHWEST ON STATE ROAD 580 TO DARTMOUTH AVENUE, GO
 AL7372'0.15 MILE SOUTH ON DARTMOUTH AVENUE TO LAFAYETTE STREET, GO 0.15 MILE
 AL7372'EAST ON LAFAYETTE STREET TO NATIONAL ORANGE AVENUE, GO 0.1 MILE SOUTH
 AL7372'ON NATIONAL ORANGE AVENUE TO PATTY DRIVE AND A DIRT ROAD CONTINUING
 AL7372'SOUTH, GO 0.05 MILE SOUTH ON THE DIRT ROAD TO A 90-DEGREE LEFT TURN,
 AL7372'GO 0.15 MILE EAST ON THE DIRT ROAD TO A DIRT ROAD JUNCTION AND THE
 AL7372'MARK.  THE MARK BEARS 56.75 FEET NORTHEAST OF THE INTERSECTION OF THE
 AL7372'DIRT ROADS, 16.8 FEET NORTHEAST OF THE SOUTHWEST LEG OF A HIGH TENSION
 AL7372'POWER LINE TOWER HX13, AND 16.75 FEET SOUTHWEST OF THE NORTHEAST LEG
 AL7372'OF THE TOWER.
 AL7372
 AL7372                          STATION RECOVERY (1990)
 AL7372
 AL7372'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AL7372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7371 ***********************************************************************
 AL7371  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7371  DESIGNATION -  872 6769 J TIDAL
 AL7371  PID         -  AL7371
 AL7371  STATE/COUNTY-  FL/PINELLAS
 AL7371  USGS QUAD   -  OLDSMAR (1987)
 AL7371
 AL7371                         *CURRENT SURVEY CONTROL
 AL7371  ___________________________________________________________________
 AL7371* NAD 83(1986)-  28 01 46.     (N)    082 39 39.     (W)     SCALED    
 AL7371* NAVD 88     -         1.435  (meters)       4.71   (feet)  ADJUSTED  
 AL7371  ___________________________________________________________________
 AL7371  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7371  DYNAMIC HT  -           1.433 (meters)       4.70  (feet)  COMP
 AL7371  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7371
 AL7371  VERT ORDER  -  SECOND    CLASS I
 AL7371
 AL7371.The horizontal coordinates were scaled from a topographic map and have
 AL7371.an estimated accuracy of +/- 6 seconds.
 AL7371
 AL7371.The orthometric height was determined by differential leveling
 AL7371.and adjusted by the National Geodetic Survey in June 1991..
 AL7371
 AL7371.This Tidal Bench Mark is designated as VM 7581
 AL7371.by the Center for Operational Oceanographic Products and Services.
 AL7371
 AL7371.The geoid height was determined by GEOID03.
 AL7371
 AL7371.The dynamic height is computed by dividing the NAVD 88
 AL7371.geopotential number by the normal gravity value computed on the
 AL7371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7371.degrees latitude (g = 980.6199 gals.).
 AL7371
 AL7371.The modeled gravity was interpolated from observed gravity values.
 AL7371
 AL7371;                    North         East    Units  Estimated Accuracy
 AL7371;SPC FL W     -   409,650.      135,020.      MT  (+/- 180 meters Scaled)
 AL7371
 AL7371                          SUPERSEDED SURVEY CONTROL
 AL7371
 AL7371.No superseded survey control is available for this station.
 AL7371
 AL7371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM367015(NAD 83)
 AL7371_MARKER: DJ = TIDAL STATION DISK
 AL7371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7371_SP_SET: CONCRETE POST
 AL7371_STAMPING: 6769 J 1983
 AL7371_MARK LOGO: NOS   
 AL7371_PROJECTION: PROJECTING 8 CENTIMETERS
 AL7371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7371+STABILITY: SURFACE MOTION
 AL7371
 AL7371  HISTORY     - Date     Condition        Report By
 AL7371  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7371  HISTORY     - 19900629 MARK NOT FOUND   FLDNR
 AL7371
 AL7371                          STATION DESCRIPTION
 AL7371
 AL7371'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7371'IN OLDSMAR.
 AL7371'IN OLDSMAR, BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD
 AL7371'584, GO 0.4 MILE SOUTHWEST ON STATE ROAD 580 TO DARTMOUTH AVENUE, GO
 AL7371'0.15 MILE SOUTH ON DARTMOUTH AVENUE TO LAFAYETTE STREET, GO 0.15 MILE
 AL7371'EAST ON LAFAYETTE STREET TO NATIONAL ORANGE AVENUE, GO 0.1 MILE SOUTH
 AL7371'ON NATIONAL ORANGE AVENUE TO PATTY DRIVE AND THE MARK.  THE MARK BEARS
 AL7371'54.3 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF NATIONAL
 AL7371'ORANGE AVENUE, 18 FEET SOUTH OF THE CENTERLINE OF PATTY DRIVE, 53.6
 AL7371'FEET SOUTHEAST OF POWER POLE 18666-44371, AND 2.9 FEET NORTH OF POWER
 AL7371'POLE 2906 WITH WITNESS SIGN ATTACHED.
 AL7371
 AL7371                          STATION RECOVERY (1990)
 AL7371
 AL7371'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AL7371'MARK WAS NOT RECOVERED.  MUCH EVIDENCE OF ROAD CONSTRUCTION AND
 AL7371'DREDGING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7927 ***********************************************************************
 AL7927  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7927  DESIGNATION -  872 6769 K TIDAL
 AL7927  PID         -  AL7927
 AL7927  STATE/COUNTY-  FL/PINELLAS
 AL7927  USGS QUAD   -  OLDSMAR (1987)
 AL7927
 AL7927                         *CURRENT SURVEY CONTROL
 AL7927  ___________________________________________________________________
 AL7927* NAD 83(1986)-  28 01 44.     (N)    082 39 41.     (W)     SCALED    
 AL7927* NAVD 88     -         1.427  (meters)       4.68   (feet)  ADJUSTED  
 AL7927  ___________________________________________________________________
 AL7927  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7927  DYNAMIC HT  -           1.425 (meters)       4.68  (feet)  COMP
 AL7927  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AL7927
 AL7927  VERT ORDER  -  SECOND    CLASS I
 AL7927
 AL7927.The horizontal coordinates were scaled from a topographic map and have
 AL7927.an estimated accuracy of +/- 6 seconds.
 AL7927
 AL7927.The orthometric height was determined by differential leveling
 AL7927.and adjusted by the National Geodetic Survey in March 1995..
 AL7927
 AL7927.This Tidal Bench Mark is designated as VM 7583
 AL7927.by the Center for Operational Oceanographic Products and Services.
 AL7927
 AL7927.The geoid height was determined by GEOID03.
 AL7927
 AL7927.The dynamic height is computed by dividing the NAVD 88
 AL7927.geopotential number by the normal gravity value computed on the
 AL7927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7927.degrees latitude (g = 980.6199 gals.).
 AL7927
 AL7927.The modeled gravity was interpolated from observed gravity values.
 AL7927
 AL7927;                    North         East    Units  Estimated Accuracy
 AL7927;SPC FL W     -   409,590.      134,970.      MT  (+/- 180 meters Scaled)
 AL7927
 AL7927                          SUPERSEDED SURVEY CONTROL
 AL7927
 AL7927.No superseded survey control is available for this station.
 AL7927
 AL7927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM366015(NAD 83)
 AL7927_MARKER: DJ = TIDAL STATION DISK
 AL7927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7927_SP_SET: STAINLESS STEEL ROD
 AL7927_STAMPING: 6769 K 1990
 AL7927_MARK LOGO: NOS   
 AL7927_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7927+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AL7927
 AL7927  HISTORY     - Date     Condition        Report By
 AL7927  HISTORY     - 1990     MONUMENTED       FLDNR
 AL7927
 AL7927                          STATION DESCRIPTION
 AL7927
 AL7927'DESCRIBED BY FL DEPT OF NAT RES 1990
 AL7927'THE BENCH MARK IS LOCATED AT THE OLDSMAR WASTE WATER TREATMENT PLANT
 AL7927'IN OLDSMAR, PINELLAS COUNTY FL.  TO REACH THE TIDE GAGE AND STAFF
 AL7927'FROM THE INTERSECTION OF STATE ROADS 584 AND 580 (ST.PETERSBURG
 AL7927'DRIVE) GO SOUTHWEST ON STATE ROAD 580 (ST.  PETERSBURG DRIVE) FOR 0.4
 AL7927'MI (0.64 KM) TO DARTMOUTH AVENUE, (A DIRT ROAD) TURN LEFT AND GO
 AL7927'SOUTH ON DARTMOUTH AVENUE (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE
 AL7927'JUNCTION OF LAFAYETTE BLVD,(A DIRT ROAD) TURN RIGHT GO WEST ON
 AL7927'LAFAYETTE BLVD (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF
 AL7927'NATIONAL ORANGE AVENUE (A PAVED ROAD), TURN LEFT GO SOUTH ON NATIONAL
 AL7927'ORANGE AVENUE FOR 0.1 MI (0.16 KM) TO THE MARK ON THE LEFT.  THE MARK
 AL7927'IS LOCATED 62.1 FT (18.93 M) NORTH OF A SANITARY MAN HOLE COVER, 25.4
 AL7927'FT (7.74 M) WEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 AL7927'NATIONAL ORANGE AVENUE, 17.0 FT (5.18 M) EAST OF THE CENTERLINE OF
 AL7927'THE SOUTHBOUND LANE OF NATIONAL ORANGE AVENUE, AND 3.0 FT (0.91 M)
 AL7927'NORTH OF A CARSONITE WITNESS POST, THE MARK IS SET FLUSH WITH THE
 AL7927'GROUND.  FT (0.00 M) SOUTHEAST OF A CABBAGE PALM, 19 FT (5.79 M)
 AL7927'NORTHEAST OF THE WEST EDGE OF THE DIM DIRT ROAD, AND 6.0 FT (1.83 M)
 AL7927'SOUTHWEST OF A CARSONITE WITNESSS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7928 ***********************************************************************
 AL7928  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7928  DESIGNATION -  872 6769 L TIDAL
 AL7928  PID         -  AL7928
 AL7928  STATE/COUNTY-  FL/PINELLAS
 AL7928  USGS QUAD   -  OLDSMAR (1987)
 AL7928
 AL7928                         *CURRENT SURVEY CONTROL
 AL7928  ___________________________________________________________________
 AL7928* NAD 83(1986)-  28 01 48.     (N)    082 39 44.     (W)     SCALED    
 AL7928* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 AL7928  ___________________________________________________________________
 AL7928  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7928  DYNAMIC HT  -           1.460 (meters)       4.79  (feet)  COMP
 AL7928  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7928
 AL7928  VERT ORDER  -  SECOND    CLASS I
 AL7928
 AL7928.The horizontal coordinates were scaled from a topographic map and have
 AL7928.an estimated accuracy of +/- 6 seconds.
 AL7928
 AL7928.The orthometric height was determined by differential leveling
 AL7928.and adjusted by the National Geodetic Survey in March 1995..
 AL7928
 AL7928.This Tidal Bench Mark is designated as VM 7582
 AL7928.by the Center for Operational Oceanographic Products and Services.
 AL7928
 AL7928.The geoid height was determined by GEOID03.
 AL7928
 AL7928.The dynamic height is computed by dividing the NAVD 88
 AL7928.geopotential number by the normal gravity value computed on the
 AL7928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7928.degrees latitude (g = 980.6199 gals.).
 AL7928
 AL7928.The modeled gravity was interpolated from observed gravity values.
 AL7928
 AL7928;                    North         East    Units  Estimated Accuracy
 AL7928;SPC FL W     -   409,710.      134,880.      MT  (+/- 180 meters Scaled)
 AL7928
 AL7928                          SUPERSEDED SURVEY CONTROL
 AL7928
 AL7928.No superseded survey control is available for this station.
 AL7928
 AL7928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM365016(NAD 83)
 AL7928_MARKER: DJ = TIDAL STATION DISK
 AL7928_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7928_SP_SET: STAINLESS STEEL ROD
 AL7928_STAMPING: 6769 L 1990
 AL7928_MARK LOGO: NOS   
 AL7928_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7928+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AL7928
 AL7928  HISTORY     - Date     Condition        Report By
 AL7928  HISTORY     - 1990     MONUMENTED       FLDNR
 AL7928
 AL7928                          STATION DESCRIPTION
 AL7928
 AL7928'DESCRIBED BY FL DEPT OF NAT RES 1990
 AL7928'THE BENCH MARK IS LOCATED NEAR THE OLDSMAR WASTE WATER TREATMENT
 AL7928'PLANT IN OLDSMAR, PINELLAS COUNTY FL.  TO REACH THE TIDE GAGE AND
 AL7928'STAFF FROM THE INTERSECTION OF STATE ROADS 584 AND 580 (ST.PETERSBURG
 AL7928'DRIVE) GO SOUTHWEST ON STATE ROAD 580 (ST.  PETERSBURG DRIVE) FOR 0.4
 AL7928'MI (0.64 KM) TO DARTMOUTH AVENUE, (A DIRT ROAD) TURN LEFT AND GO
 AL7928'SOUTH ON DARTMOUTH AVENUE (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE
 AL7928'JUNCTION OF LAFAYETTE BLVD,(A DIRT ROAD) TURN RIGHT GO WEST ON
 AL7928'LAFAYETTE BLVD (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF
 AL7928'NATIONAL ORANGE AVENUE (A PAVED ROAD), AND THE MARK ON THE LEFT.  THE
 AL7928'MARK IS LOCATED ON THE LEFT 55.3 FT (16.86 M) SOUTH OF THE CENTERLINE
 AL7928'OF LAFAYETTE BLVD, 45.6 FT (13.90 M) SOUTHEAST OF A 4 TRUNKED OAK
 AL7928'TREE, 25.2 NORTH OF THE CENTERLINE OF A LOOSE GRAVEL TOP ROAD, AND
 AL7928'2.9 FT (0.88 M) NORTH OF A CARSONITE WITNESS POST.  FT (0.00 M)
 AL7928'SOUTHEAST OF A CABBAGE PALM, 19 FT (5.79 M) NORTHEAST OF THE WEST
 AL7928'EDGE OF THE DIM DIRT ROAD, AND 6.0 FT (1.83 M) SOUTHWEST OF A
 AL7928'CARSONITE WITNESSS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7926 ***********************************************************************
 AL7926  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7926  DESIGNATION -  872 6769 M TIDAL
 AL7926  PID         -  AL7926
 AL7926  STATE/COUNTY-  FL/PINELLAS
 AL7926  USGS QUAD   -  OLDSMAR (1987)
 AL7926
 AL7926                         *CURRENT SURVEY CONTROL
 AL7926  ___________________________________________________________________
 AL7926* NAD 83(1986)-  28 01 28.     (N)    082 39 23.     (W)     SCALED    
 AL7926* NAVD 88     -         1.056  (meters)       3.46   (feet)  ADJUSTED  
 AL7926  ___________________________________________________________________
 AL7926  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7926  DYNAMIC HT  -           1.054 (meters)       3.46  (feet)  COMP
 AL7926  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL7926
 AL7926  VERT ORDER  -  SECOND    CLASS I
 AL7926
 AL7926.The horizontal coordinates were scaled from a topographic map and have
 AL7926.an estimated accuracy of +/- 6 seconds.
 AL7926
 AL7926.The orthometric height was determined by differential leveling
 AL7926.and adjusted by the National Geodetic Survey in March 1995..
 AL7926
 AL7926.This Tidal Bench Mark is designated as VM 7584
 AL7926.by the Center for Operational Oceanographic Products and Services.
 AL7926
 AL7926.The geoid height was determined by GEOID03.
 AL7926
 AL7926.The dynamic height is computed by dividing the NAVD 88
 AL7926.geopotential number by the normal gravity value computed on the
 AL7926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7926.degrees latitude (g = 980.6199 gals.).
 AL7926
 AL7926.The modeled gravity was interpolated from observed gravity values.
 AL7926
 AL7926;                    North         East    Units  Estimated Accuracy
 AL7926;SPC FL W     -   409,090.      135,450.      MT  (+/- 180 meters Scaled)
 AL7926
 AL7926                          SUPERSEDED SURVEY CONTROL
 AL7926
 AL7926.No superseded survey control is available for this station.
 AL7926
 AL7926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM371010(NAD 83)
 AL7926_MARKER: DJ = TIDAL STATION DISK
 AL7926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7926_SP_SET: STAINLESS STEEL ROD
 AL7926_STAMPING: 6769 M 1990
 AL7926_MARK LOGO: NOS   
 AL7926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7926+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AL7926
 AL7926  HISTORY     - Date     Condition        Report By
 AL7926  HISTORY     - 1990     MONUMENTED       FLDNR
 AL7926
 AL7926                          STATION DESCRIPTION
 AL7926
 AL7926'DESCRIBED BY FL DEPT OF NAT RES 1990
 AL7926'THE BENCH MARK IS LOCATED AT THE OLDSMAR WASTE WATER TREATMENT PLANT
 AL7926'IN OLDSMAR, PINELLAS COUNTY FL.  TO REACH THE TIDE GAGE AND STAFF
 AL7926'FROM THE INTERSECTION OF STATE ROADS 584 AND 580 (ST.PETERSBURG
 AL7926'DRIVE) GO SOUTHWEST ON STATE ROAD 580 (ST.  PETERSBURG DRIVE) FOR 0.4
 AL7926'MI (0.64 KM) TO DARTMOUTH AVENUE, (A DIRT ROAD) TURN LEFT AND GO
 AL7926'SOUTH ON DARTMOUTH AVENUE (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE
 AL7926'JUNCTION OF LAFAYETTE BLVD,(A DIRT ROAD) TURN RIGHT GO WEST ON
 AL7926'LAFAYETTE BLVD (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF
 AL7926'NATIONAL ORANGE AVENUE (A PAVED ROAD), TURN LEFT GO SOUTH ON NATIONAL
 AL7926'ORANGE AVENUE FOR 0.1 MI (0.16 KM) TO PATTY DRIVE, CR0SS PATTY DRIVE
 AL7926'AND CONTINUE SOUTH ON A DIM DIRT ROAD FOR 0.05 MI (0.08 KM) TO A
 AL7926'LOCKED CABLE GATE, (NOTE, THE KEY MAY BE OBTAIN FROM THE OLDSMAR
 AL7926'WASTE WATER TREATMENT PLANT PHONE NUMBER 813-855-4612)TURN LEFT AND
 AL7926'GO EAST THRU GATE 0.1 MI (0.16 KM) TO A DIM ROAD ON THE RIGHT, TURN
 AL7926'RIGHT AND CONTINUE SOUTHERLY ALONG THE DIM ROAD FOR 0.2 MI (0.32 KM)
 AL7926'TO THE MARK ON THE LEFT.  THE MARK IS 430 FT (131.06 M) NORTHWEST OF
 AL7926'BENCH MARK 6769 N AS MEASURED ALONG THE APPROXIMATE CENTERLINE OF THE
 AL7926'DIM DIRT ROAD, 31.9 FT (9.72 M) SOUTHEAST OF A CABBAGE PALM, 19 FT
 AL7926'(5.79 M) NORTHEAST OF THE WEST EDGE OF THE DIM DIRT ROAD, AND 6.0 FT
 AL7926'(1.83 M) SOUTHWEST OF A CARSONITE WITNESSS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7925 ***********************************************************************
 AL7925  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7925  DESIGNATION -  872 6769 N TIDAL
 AL7925  PID         -  AL7925
 AL7925  STATE/COUNTY-  FL/PINELLAS
 AL7925  USGS QUAD   -  OLDSMAR (1987)
 AL7925
 AL7925                         *CURRENT SURVEY CONTROL
 AL7925  ___________________________________________________________________
 AL7925* NAD 83(1986)-  28 01 22.     (N)    082 39 23.     (W)     SCALED    
 AL7925* NAVD 88     -         1.146  (meters)       3.76   (feet)  ADJUSTED  
 AL7925  ___________________________________________________________________
 AL7925  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL7925  DYNAMIC HT  -           1.145 (meters)       3.76  (feet)  COMP
 AL7925  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AL7925
 AL7925  VERT ORDER  -  SECOND    CLASS I
 AL7925
 AL7925.The horizontal coordinates were scaled from a topographic map and have
 AL7925.an estimated accuracy of +/- 6 seconds.
 AL7925
 AL7925.The orthometric height was determined by differential leveling
 AL7925.and adjusted by the National Geodetic Survey in March 1995..
 AL7925
 AL7925.This Tidal Bench Mark is designated as VM 7585
 AL7925.by the Center for Operational Oceanographic Products and Services.
 AL7925
 AL7925.The geoid height was determined by GEOID03.
 AL7925
 AL7925.The dynamic height is computed by dividing the NAVD 88
 AL7925.geopotential number by the normal gravity value computed on the
 AL7925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7925.degrees latitude (g = 980.6199 gals.).
 AL7925
 AL7925.The modeled gravity was interpolated from observed gravity values.
 AL7925
 AL7925;                    North         East    Units  Estimated Accuracy
 AL7925;SPC FL W     -   408,910.      135,450.      MT  (+/- 180 meters Scaled)
 AL7925
 AL7925                          SUPERSEDED SURVEY CONTROL
 AL7925
 AL7925.No superseded survey control is available for this station.
 AL7925
 AL7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM371008(NAD 83)
 AL7925_MARKER: DJ = TIDAL STATION DISK
 AL7925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7925_SP_SET: STAINLESS STEEL ROD
 AL7925_MARK LOGO: NOS   
 AL7925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7925
 AL7925  HISTORY     - Date     Condition        Report By
 AL7925  HISTORY     - 1990     MONUMENTED       FLDNR
 AL7925
 AL7925                          STATION DESCRIPTION
 AL7925
 AL7925'DESCRIBED BY FL DEPT OF NAT RES 1990
 AL7925'THE BENCH MARK IS LOCATED AT THE OLDSMAR WASTE WATER TREATMENT PLANT
 AL7925'IN OLDSMAR, PINELLAS COUNTY FL.  TO REACH THE TIDE GAGE AND STAFF
 AL7925'FROM THE INTERSECTION OF STATE ROADS 584 AND 580 (ST.PETERSBURG
 AL7925'DRIVE) GO SOUTHWEST ON STATE ROAD 580 (ST.  PETERSBURG DRIVE) FOR 0.4
 AL7925'MI (0.64 KM) TO DARTMOUTH AVENUE, (A DIRT ROAD) TURN LEFT AND GO
 AL7925'SOUTH ON DARTMOUTH AVENUE (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE
 AL7925'JUNCTION OF LAFAYETTE BLVD,(A DIRT ROAD) TURN RIGHT GO WEST ON
 AL7925'LAFAYETTE BLVD (A DIRT ROAD) FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF
 AL7925'NATIONAL ORANGE AVENUE (A PAVED ROAD), TURN LEFT GO SOUTH ON NATIONAL
 AL7925'ORANGE AVENUE FOR 0.1 MI (0.16 KM) TO PATTY DRIVE, CR0SS PATTY DRIVE
 AL7925'AND CONTINUE SOUTH ON A DIM DIRT ROAD FOR 0.05 MI (0.08 KM) TO A
 AL7925'LOCKED CABLE GATE, (NOTE, THE KEY MAY BE OBTAIN FROM THE OLDSMAR
 AL7925'WASTE WATER TREATMENT PLANT PHONE NUMBER 813-855-4612)TURN LEFT AND
 AL7925'GO EAST THRU GATE 0.1 MI (0.16 KM) TO A DIM ROAD ON THE RIGHT, TURN
 AL7925'RIGHT AND CONTINUE SOUTHERLY ALONG THE DIM ROAD FOR 0.25 MI (0.40 KM)
 AL7925'TO THE MARK ON THE LEFT.  THE MARK IS SET FLUSH WITH THE GROUND, 18
 AL7925'FT (5.49 M) NORTHEAST OF THE OF THE WEST EDGE OF THE DIM DIRT ROAD,
 AL7925'14.3 FT (4.36 M) SOUTHEAST OF CABBAGE PALM, AND 2.0 FT (0.61 M)
 AL7925'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7391 ***********************************************************************
 AL7391  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7391  DESIGNATION -  872 6778 A TIDAL
 AL7391  PID         -  AL7391
 AL7391  STATE/COUNTY-  FL/PINELLAS
 AL7391  USGS QUAD   -  OLDSMAR (1987)
 AL7391
 AL7391                         *CURRENT SURVEY CONTROL
 AL7391  ___________________________________________________________________
 AL7391* NAD 83(1986)-  28 02 07.     (N)    082 40 41.     (W)     SCALED    
 AL7391* NAVD 88     -         1.400  (meters)       4.59   (feet)  ADJUSTED  
 AL7391  ___________________________________________________________________
 AL7391  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7391  DYNAMIC HT  -           1.398 (meters)       4.59  (feet)  COMP
 AL7391  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7391
 AL7391  VERT ORDER  -  SECOND    CLASS I
 AL7391
 AL7391.The horizontal coordinates were scaled from a topographic map and have
 AL7391.an estimated accuracy of +/- 6 seconds.
 AL7391
 AL7391.The orthometric height was determined by differential leveling
 AL7391.and adjusted by the National Geodetic Survey in June 1991..
 AL7391
 AL7391.This Tidal Bench Mark is designated as VM 7592
 AL7391.by the Center for Operational Oceanographic Products and Services.
 AL7391
 AL7391.The geoid height was determined by GEOID03.
 AL7391
 AL7391.The dynamic height is computed by dividing the NAVD 88
 AL7391.geopotential number by the normal gravity value computed on the
 AL7391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7391.degrees latitude (g = 980.6199 gals.).
 AL7391
 AL7391.The modeled gravity was interpolated from observed gravity values.
 AL7391
 AL7391;                    North         East    Units  Estimated Accuracy
 AL7391;SPC FL W     -   410,300.      133,330.      MT  (+/- 180 meters Scaled)
 AL7391
 AL7391                          SUPERSEDED SURVEY CONTROL
 AL7391
 AL7391.No superseded survey control is available for this station.
 AL7391
 AL7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM350022(NAD 83)
 AL7391_MARKER: DJ = TIDAL STATION DISK
 AL7391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7391_SP_SET: CONCRETE SEAWALL
 AL7391_STAMPING: 6778 A 1976
 AL7391_MARK LOGO: NOS   
 AL7391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7391+STABILITY: SURFACE MOTION
 AL7391
 AL7391  HISTORY     - Date     Condition        Report By
 AL7391  HISTORY     - 1976     MONUMENTED       NOS
 AL7391  HISTORY     - 1983     GOOD             FLDNR
 AL7391
 AL7391                          STATION DESCRIPTION
 AL7391
 AL7391'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7391'IN OLDSMAR.
 AL7391'BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD 584 IN OLDSMAR,
 AL7391'GO 1.6 MILES SOUTHWEST ON STATE ROAD 580 TO THE GREEN TREE MARINA AND
 AL7391'THE MARK.  THE MARK BEARS 8 FEET SOUTH OF THE CENTERLINE OF THE BOAT
 AL7391'RAMP, 43.2 FEET NORTH-NORTHWEST OF THE ENTRANCE TO THE MARINA
 AL7391'RESTAURANT, AND 25 FEET EAST OF THE SOUTHWEST CORNER OF THE BOAT RAMP
 AL7391'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7390 ***********************************************************************
 AL7390  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7390  DESIGNATION -  872 6778 B TIDAL
 AL7390  PID         -  AL7390
 AL7390  STATE/COUNTY-  FL/PINELLAS
 AL7390  USGS QUAD   -  OLDSMAR (1987)
 AL7390
 AL7390                         *CURRENT SURVEY CONTROL
 AL7390  ___________________________________________________________________
 AL7390* NAD 83(1986)-  28 02 07.     (N)    082 40 41.     (W)     SCALED    
 AL7390* NAVD 88     -         1.336  (meters)       4.38   (feet)  ADJUSTED  
 AL7390  ___________________________________________________________________
 AL7390  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7390  DYNAMIC HT  -           1.334 (meters)       4.38  (feet)  COMP
 AL7390  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7390
 AL7390  VERT ORDER  -  SECOND    CLASS I
 AL7390
 AL7390.The horizontal coordinates were scaled from a topographic map and have
 AL7390.an estimated accuracy of +/- 6 seconds.
 AL7390
 AL7390.The orthometric height was determined by differential leveling
 AL7390.and adjusted by the National Geodetic Survey in June 1991..
 AL7390
 AL7390.This Tidal Bench Mark is designated as VM 12416
 AL7390.by the Center for Operational Oceanographic Products and Services.
 AL7390
 AL7390.The geoid height was determined by GEOID03.
 AL7390
 AL7390.The dynamic height is computed by dividing the NAVD 88
 AL7390.geopotential number by the normal gravity value computed on the
 AL7390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7390.degrees latitude (g = 980.6199 gals.).
 AL7390
 AL7390.The modeled gravity was interpolated from observed gravity values.
 AL7390
 AL7390;                    North         East    Units  Estimated Accuracy
 AL7390;SPC FL W     -   410,300.      133,330.      MT  (+/- 180 meters Scaled)
 AL7390
 AL7390                          SUPERSEDED SURVEY CONTROL
 AL7390
 AL7390.No superseded survey control is available for this station.
 AL7390
 AL7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM350022(NAD 83)
 AL7390_MARKER: DJ = TIDAL STATION DISK
 AL7390_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7390+WITH SETTING: PAVEMENT
 AL7390_SP_SET: CONCRETE BASE FOR GAS PUMP
 AL7390_STAMPING: 6778 B 1976
 AL7390_MARK LOGO: NOS   
 AL7390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7390+STABILITY: SURFACE MOTION
 AL7390
 AL7390  HISTORY     - Date     Condition        Report By
 AL7390  HISTORY     - 1976     MONUMENTED       NOS
 AL7390  HISTORY     - 1983     GOOD             FLDNR
 AL7390
 AL7390                          STATION DESCRIPTION
 AL7390
 AL7390'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7390'IN OLDSMAR.
 AL7390'BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD 584 IN OLDSMAR,
 AL7390'GO 1.6 MILES SOUTHWEST ON STATE ROAD 580 TO THE GREEN TREE MARINA AND
 AL7390'THE MARK.  THE MARK BEARS 4.2 FEET NORTH OF THE GAS PUMP AND 107 FEET
 AL7390'SOUTH OF THE NORTHEAST CORNER OF THE BOAT BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7389 ***********************************************************************
 AL7389  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7389  DESIGNATION -  872 6778 C TIDAL
 AL7389  PID         -  AL7389
 AL7389  STATE/COUNTY-  FL/PINELLAS
 AL7389  USGS QUAD   -  OLDSMAR (1987)
 AL7389
 AL7389                         *CURRENT SURVEY CONTROL
 AL7389  ___________________________________________________________________
 AL7389* NAD 83(1986)-  28 02 07.     (N)    082 40 41.     (W)     SCALED    
 AL7389* NAVD 88     -         1.260  (meters)       4.13   (feet)  ADJUSTED  
 AL7389  ___________________________________________________________________
 AL7389  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7389  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 AL7389  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7389
 AL7389  VERT ORDER  -  SECOND    CLASS I
 AL7389
 AL7389.The horizontal coordinates were scaled from a topographic map and have
 AL7389.an estimated accuracy of +/- 6 seconds.
 AL7389
 AL7389.The orthometric height was determined by differential leveling
 AL7389.and adjusted by the National Geodetic Survey in June 1991..
 AL7389
 AL7389.This Tidal Bench Mark is designated as VM 7593
 AL7389.by the Center for Operational Oceanographic Products and Services.
 AL7389
 AL7389.The geoid height was determined by GEOID03.
 AL7389
 AL7389.The dynamic height is computed by dividing the NAVD 88
 AL7389.geopotential number by the normal gravity value computed on the
 AL7389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7389.degrees latitude (g = 980.6199 gals.).
 AL7389
 AL7389.The modeled gravity was interpolated from observed gravity values.
 AL7389
 AL7389;                    North         East    Units  Estimated Accuracy
 AL7389;SPC FL W     -   410,300.      133,330.      MT  (+/- 180 meters Scaled)
 AL7389
 AL7389                          SUPERSEDED SURVEY CONTROL
 AL7389
 AL7389.No superseded survey control is available for this station.
 AL7389
 AL7389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM350022(NAD 83)
 AL7389_MARKER: DJ = TIDAL STATION DISK
 AL7389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7389_SP_SET: CONCRETE SEAWALL
 AL7389_STAMPING: 6778 C 1976
 AL7389_MARK LOGO: NOS   
 AL7389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7389+STABILITY: SURFACE MOTION
 AL7389
 AL7389  HISTORY     - Date     Condition        Report By
 AL7389  HISTORY     - 1976     MONUMENTED       NOS
 AL7389  HISTORY     - 1983     GOOD             FLDNR
 AL7389
 AL7389                          STATION DESCRIPTION
 AL7389
 AL7389'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7389'IN OLDSMAR.
 AL7389'BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD 584 IN OLDSMAR,
 AL7389'GO 1.6 MILES SOUTHWEST ON STATE ROAD 580 TO THE GREEN TREE MARINA AND
 AL7389'THE MARK.  THE MARK BEARS 58 FEET SOUTH OF THE CENTERLINE OF STATE
 AL7389'ROAD 580, 90 FEET WEST OF THE CENTERLINE OF THE DRIVE TO THE MARINA,
 AL7389'AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE MARINA SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7388 ***********************************************************************
 AL7388  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7388  DESIGNATION -  872 6778 E TIDAL
 AL7388  PID         -  AL7388
 AL7388  STATE/COUNTY-  FL/PINELLAS
 AL7388  USGS QUAD   -  OLDSMAR (1987)
 AL7388
 AL7388                         *CURRENT SURVEY CONTROL
 AL7388  ___________________________________________________________________
 AL7388* NAD 83(1986)-  28 02 07.     (N)    082 40 41.     (W)     SCALED    
 AL7388* NAVD 88     -         1.684  (meters)       5.52   (feet)  ADJUSTED  
 AL7388  ___________________________________________________________________
 AL7388  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7388  DYNAMIC HT  -           1.681 (meters)       5.52  (feet)  COMP
 AL7388  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7388
 AL7388  VERT ORDER  -  SECOND    CLASS I
 AL7388
 AL7388.The horizontal coordinates were scaled from a topographic map and have
 AL7388.an estimated accuracy of +/- 6 seconds.
 AL7388
 AL7388.The orthometric height was determined by differential leveling
 AL7388.and adjusted by the National Geodetic Survey in June 1991..
 AL7388
 AL7388.This Tidal Bench Mark is designated as VM 7594
 AL7388.by the Center for Operational Oceanographic Products and Services.
 AL7388
 AL7388.The geoid height was determined by GEOID03.
 AL7388
 AL7388.The dynamic height is computed by dividing the NAVD 88
 AL7388.geopotential number by the normal gravity value computed on the
 AL7388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7388.degrees latitude (g = 980.6199 gals.).
 AL7388
 AL7388.The modeled gravity was interpolated from observed gravity values.
 AL7388
 AL7388;                    North         East    Units  Estimated Accuracy
 AL7388;SPC FL W     -   410,300.      133,330.      MT  (+/- 180 meters Scaled)
 AL7388
 AL7388                          SUPERSEDED SURVEY CONTROL
 AL7388
 AL7388.No superseded survey control is available for this station.
 AL7388
 AL7388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM350022(NAD 83)
 AL7388_MARKER: DJ = TIDAL STATION DISK
 AL7388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7388_SP_SET: CONCRETE BRIDGE CURBING
 AL7388_STAMPING: 6778 E 1976
 AL7388_MARK LOGO: NOS   
 AL7388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7388
 AL7388  HISTORY     - Date     Condition        Report By
 AL7388  HISTORY     - 1976     MONUMENTED       NOS
 AL7388  HISTORY     - 1983     GOOD             FLDNR
 AL7388
 AL7388                          STATION DESCRIPTION
 AL7388
 AL7388'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7388'IN OLDSMAR.
 AL7388'BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD 584 IN OLDSMAR,
 AL7388'GO 1.6 MILES SOUTHWEST ON STATE ROAD 580 TO A SMALL BRIDGE OVER A
 AL7388'SLOUGH AND THE MARK.  THE MARK BEARS 18.5 FEET SOUTH OF THE CENTERLINE
 AL7388'OF STATE ROAD 580, 1 FOOT WEST OF THE EAST END OF THE BRIDGE, AND 103
 AL7388'FEET WEST OF THE DRIVE TO THE GREEN TREE MARINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7387 ***********************************************************************
 AL7387  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7387  DESIGNATION -  872 6778 F TIDAL
 AL7387  PID         -  AL7387
 AL7387  STATE/COUNTY-  FL/PINELLAS
 AL7387  USGS QUAD   -  OLDSMAR (1987)
 AL7387
 AL7387                         *CURRENT SURVEY CONTROL
 AL7387  ___________________________________________________________________
 AL7387* NAD 83(1986)-  28 02 07.     (N)    082 40 41.     (W)     SCALED    
 AL7387* NAVD 88     -         1.821  (meters)       5.97   (feet)  ADJUSTED  
 AL7387  ___________________________________________________________________
 AL7387  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7387  DYNAMIC HT  -           1.818 (meters)       5.96  (feet)  COMP
 AL7387  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7387
 AL7387  VERT ORDER  -  SECOND    CLASS I
 AL7387
 AL7387.The horizontal coordinates were scaled from a topographic map and have
 AL7387.an estimated accuracy of +/- 6 seconds.
 AL7387
 AL7387.The orthometric height was determined by differential leveling
 AL7387.and adjusted by the National Geodetic Survey in June 1991..
 AL7387
 AL7387.This Tidal Bench Mark is designated as VM 7595
 AL7387.by the Center for Operational Oceanographic Products and Services.
 AL7387
 AL7387.The geoid height was determined by GEOID03.
 AL7387
 AL7387.The dynamic height is computed by dividing the NAVD 88
 AL7387.geopotential number by the normal gravity value computed on the
 AL7387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7387.degrees latitude (g = 980.6199 gals.).
 AL7387
 AL7387.The modeled gravity was interpolated from observed gravity values.
 AL7387
 AL7387;                    North         East    Units  Estimated Accuracy
 AL7387;SPC FL W     -   410,300.      133,330.      MT  (+/- 180 meters Scaled)
 AL7387
 AL7387                          SUPERSEDED SURVEY CONTROL
 AL7387
 AL7387.No superseded survey control is available for this station.
 AL7387
 AL7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM350022(NAD 83)
 AL7387_MARKER: DJ = TIDAL STATION DISK
 AL7387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7387_SP_SET: CONCRETE BRIDGE ABUTMENT
 AL7387_STAMPING: 6778 F 1976
 AL7387_MARK LOGO: NOS   
 AL7387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7387+STABILITY: SURFACE MOTION
 AL7387
 AL7387  HISTORY     - Date     Condition        Report By
 AL7387  HISTORY     - 1976     MONUMENTED       NOS
 AL7387  HISTORY     - 1983     GOOD             FLDNR
 AL7387
 AL7387                          STATION DESCRIPTION
 AL7387
 AL7387'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7387'IN OLDSMAR.
 AL7387'BEGIN AT THE JUNCTION OF STATE ROAD 580 AND STATE ROAD 584 IN OLDSMAR,
 AL7387'GO 1.8 MILES SOUTHWEST ON STATE ROAD 580 TO A SMALL BRIDGE OVER
 AL7387'MOCCASIN CREEK AND THE MARK.  THE MARK BEARS 17.5 FEET NORTHWEST OF
 AL7387'THE CENTERLINE OF STATE ROAD 580, 1.9 FEET NORTH OF THE NORTH CORNER
 AL7387'OF THE BRIDGE, AND IS SET IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7404 ***********************************************************************
 AL7404  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7404  DESIGNATION -  872 6789 A TIDAL
 AL7404  PID         -  AL7404
 AL7404  STATE/COUNTY-  FL/PINELLAS
 AL7404  USGS QUAD   -  OLDSMAR (1987)
 AL7404
 AL7404                         *CURRENT SURVEY CONTROL
 AL7404  ___________________________________________________________________
 AL7404* NAD 83(1986)-  28 02 19.     (N)    082 41 53.     (W)     SCALED    
 AL7404* NAVD 88     -         0.837  (meters)       2.75   (feet)  ADJUSTED  
 AL7404  ___________________________________________________________________
 AL7404  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AL7404  DYNAMIC HT  -           0.835 (meters)       2.74  (feet)  COMP
 AL7404  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL7404
 AL7404  VERT ORDER  -  SECOND    CLASS I
 AL7404
 AL7404.The horizontal coordinates were scaled from a topographic map and have
 AL7404.an estimated accuracy of +/- 6 seconds.
 AL7404
 AL7404.The orthometric height was determined by differential leveling
 AL7404.and adjusted by the National Geodetic Survey in June 1991..
 AL7404
 AL7404.This Tidal Bench Mark is designated as VM 7596
 AL7404.by the Center for Operational Oceanographic Products and Services.
 AL7404
 AL7404.The geoid height was determined by GEOID03.
 AL7404
 AL7404.The dynamic height is computed by dividing the NAVD 88
 AL7404.geopotential number by the normal gravity value computed on the
 AL7404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7404.degrees latitude (g = 980.6199 gals.).
 AL7404
 AL7404.The modeled gravity was interpolated from observed gravity values.
 AL7404
 AL7404;                    North         East    Units  Estimated Accuracy
 AL7404;SPC FL W     -   410,680.      131,370.      MT  (+/- 180 meters Scaled)
 AL7404
 AL7404                          SUPERSEDED SURVEY CONTROL
 AL7404
 AL7404.No superseded survey control is available for this station.
 AL7404
 AL7404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM330026(NAD 83)
 AL7404_MARKER: DJ = TIDAL STATION DISK
 AL7404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7404_SP_SET: COPPER-CLAD STEEL ROD
 AL7404_STAMPING: 6789 A 1976
 AL7404_MARK LOGO: NOS   
 AL7404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7404
 AL7404  HISTORY     - Date     Condition        Report By
 AL7404  HISTORY     - 1976     MONUMENTED       NOS
 AL7404  HISTORY     - 1983     GOOD             FLDNR
 AL7404
 AL7404                          STATION DESCRIPTION
 AL7404
 AL7404'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7404'1.15 MI WEST FROM OLDSMAR.
 AL7404'BEGIN AT THE EAST END OF THE STATE ROAD 586 BRIDGE OVER THE LAKE
 AL7404'TARPON CANAL, GO 0.95 MILE SOUTHEAST ON THE CANAL LEVEE TO THE MARK.
 AL7404'THE MARK BEARS 2 FEET SOUTHEAST OF A FENCE POST, 8 FEET NORTHEAST OF
 AL7404'THE SOUTHWEST END OF A FENCE LINE, AND IS AT THE EDGE OF THE CANAL.
 AL7404'SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7403 ***********************************************************************
 AL7403  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7403  DESIGNATION -  872 6789 E TIDAL
 AL7403  PID         -  AL7403
 AL7403  STATE/COUNTY-  FL/PINELLAS
 AL7403  USGS QUAD   -  OLDSMAR (1987)
 AL7403
 AL7403                         *CURRENT SURVEY CONTROL
 AL7403  ___________________________________________________________________
 AL7403* NAD 83(1986)-  28 02 19.     (N)    082 41 53.     (W)     SCALED    
 AL7403* NAVD 88     -         1.266  (meters)       4.15   (feet)  ADJUSTED  
 AL7403  ___________________________________________________________________
 AL7403  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AL7403  DYNAMIC HT  -           1.264 (meters)       4.15  (feet)  COMP
 AL7403  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL7403
 AL7403  VERT ORDER  -  SECOND    CLASS I
 AL7403
 AL7403.The horizontal coordinates were scaled from a topographic map and have
 AL7403.an estimated accuracy of +/- 6 seconds.
 AL7403
 AL7403.The orthometric height was determined by differential leveling
 AL7403.and adjusted by the National Geodetic Survey in June 1991..
 AL7403
 AL7403.This Tidal Bench Mark is designated as VM 7599
 AL7403.by the Center for Operational Oceanographic Products and Services.
 AL7403
 AL7403.The geoid height was determined by GEOID03.
 AL7403
 AL7403.The dynamic height is computed by dividing the NAVD 88
 AL7403.geopotential number by the normal gravity value computed on the
 AL7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7403.degrees latitude (g = 980.6199 gals.).
 AL7403
 AL7403.The modeled gravity was interpolated from observed gravity values.
 AL7403
 AL7403;                    North         East    Units  Estimated Accuracy
 AL7403;SPC FL W     -   410,680.      131,370.      MT  (+/- 180 meters Scaled)
 AL7403
 AL7403                          SUPERSEDED SURVEY CONTROL
 AL7403
 AL7403.No superseded survey control is available for this station.
 AL7403
 AL7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM330026(NAD 83)
 AL7403_MARKER: DJ = TIDAL STATION DISK
 AL7403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7403_SP_SET: CONCRETE POST
 AL7403_STAMPING: 6789 E 1976
 AL7403_MARK LOGO: NOS   
 AL7403_PROJECTION: FLUSH
 AL7403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7403+STABILITY: SURFACE MOTION
 AL7403
 AL7403  HISTORY     - Date     Condition        Report By
 AL7403  HISTORY     - 1976     MONUMENTED       NOS
 AL7403  HISTORY     - 1983     GOOD             FLDNR
 AL7403
 AL7403                          STATION DESCRIPTION
 AL7403
 AL7403'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7403'1.15 MI WEST FROM OLDSMAR.
 AL7403'BEGIN AT THE EAST END OF THE STATE ROAD 586 BRIDGE OVER THE LAKE
 AL7403'TARPON CANAL, GO 0.95 MILE SOUTHEAST ON THE CANAL LEVEE TO THE MARK.
 AL7403'THE MARK BEARS 180 FEET NORTHWEST OF THE FENCE CORNER, 1 FOOT WEST OF
 AL7403'A FENCE POST, 13 FEET SOUTHEAST OF A TREE, AND 50 FEET NORTHEAST OF
 AL7403'THE EDGE OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7402 ***********************************************************************
 AL7402  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7402  DESIGNATION -  872 6789 F TIDAL
 AL7402  PID         -  AL7402
 AL7402  STATE/COUNTY-  FL/PINELLAS
 AL7402  USGS QUAD   -  OLDSMAR (1987)
 AL7402
 AL7402                         *CURRENT SURVEY CONTROL
 AL7402  ___________________________________________________________________
 AL7402* NAD 83(1986)-  28 02 19.     (N)    082 41 53.     (W)     SCALED    
 AL7402* NAVD 88     -         1.243  (meters)       4.08   (feet)  ADJUSTED  
 AL7402  ___________________________________________________________________
 AL7402  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AL7402  DYNAMIC HT  -           1.241 (meters)       4.07  (feet)  COMP
 AL7402  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AL7402
 AL7402  VERT ORDER  -  SECOND    CLASS I
 AL7402
 AL7402.The horizontal coordinates were scaled from a topographic map and have
 AL7402.an estimated accuracy of +/- 6 seconds.
 AL7402
 AL7402.The orthometric height was determined by differential leveling
 AL7402.and adjusted by the National Geodetic Survey in June 1991..
 AL7402
 AL7402.This Tidal Bench Mark is designated as VM 7600
 AL7402.by the Center for Operational Oceanographic Products and Services.
 AL7402
 AL7402.The geoid height was determined by GEOID03.
 AL7402
 AL7402.The dynamic height is computed by dividing the NAVD 88
 AL7402.geopotential number by the normal gravity value computed on the
 AL7402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7402.degrees latitude (g = 980.6199 gals.).
 AL7402
 AL7402.The modeled gravity was interpolated from observed gravity values.
 AL7402
 AL7402;                    North         East    Units  Estimated Accuracy
 AL7402;SPC FL W     -   410,680.      131,370.      MT  (+/- 180 meters Scaled)
 AL7402
 AL7402                          SUPERSEDED SURVEY CONTROL
 AL7402
 AL7402.No superseded survey control is available for this station.
 AL7402
 AL7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM330026(NAD 83)
 AL7402_MARKER: DJ = TIDAL STATION DISK
 AL7402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7402_SP_SET: COPPER-CLAD STEEL ROD
 AL7402_STAMPING: 6789 F 1976
 AL7402_MARK LOGO: NOS   
 AL7402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7402
 AL7402  HISTORY     - Date     Condition        Report By
 AL7402  HISTORY     - 1976     MONUMENTED       NOS
 AL7402  HISTORY     - 1983     GOOD             FLDNR
 AL7402
 AL7402                          STATION DESCRIPTION
 AL7402
 AL7402'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7402'1.1 MI WEST FROM OLDSMAR.
 AL7402'BEGIN AT THE EAST END OF THE STATE ROAD 586 BRIDGE OVER THE LAKE
 AL7402'TARPON CANAL, GO 0.9 MILE SOUTHEAST ON THE CANAL LEVEE TO THE MARK.
 AL7402'THE MARK BEARS 44 FEET NORTHEAST OF THE EDGE OF THE CANAL, 3.8 FEET
 AL7402'SOUTHWEST OF A FENCE POST WITH WITNESS SIGN ATTACHED, 47 FEET
 AL7402'SOUTH-SOUTHWEST OF A TREE, 114 FEET NORTHWEST OF TIDAL BENCH MARK 6789
 AL7402'E 1976, AND 194 FEET NORTHWEST OF THE FENCE CORNER.  SET ON THE TOP OF
 AL7402'A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7401 ***********************************************************************
 AL7401  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7401  DESIGNATION -  872 6789 G TIDAL SFLWMD
 AL7401  PID         -  AL7401
 AL7401  STATE/COUNTY-  FL/PINELLAS
 AL7401  USGS QUAD   -  OLDSMAR (1987)
 AL7401
 AL7401                         *CURRENT SURVEY CONTROL
 AL7401  ___________________________________________________________________
 AL7401* NAD 83(1986)-  28 02 35.     (N)    082 42 06.     (W)     SCALED    
 AL7401* NAVD 88     -         1.581  (meters)       5.19   (feet)  ADJUSTED  
 AL7401  ___________________________________________________________________
 AL7401  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL7401  DYNAMIC HT  -           1.578 (meters)       5.18  (feet)  COMP
 AL7401  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AL7401
 AL7401  VERT ORDER  -  SECOND    CLASS I
 AL7401
 AL7401.The horizontal coordinates were scaled from a topographic map and have
 AL7401.an estimated accuracy of +/- 6 seconds.
 AL7401
 AL7401.The orthometric height was determined by differential leveling
 AL7401.and adjusted by the National Geodetic Survey in June 1991..
 AL7401
 AL7401.This Tidal Bench Mark is designated as VM 7601
 AL7401.by the Center for Operational Oceanographic Products and Services.
 AL7401
 AL7401.The geoid height was determined by GEOID03.
 AL7401
 AL7401.The dynamic height is computed by dividing the NAVD 88
 AL7401.geopotential number by the normal gravity value computed on the
 AL7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7401.degrees latitude (g = 980.6199 gals.).
 AL7401
 AL7401.The modeled gravity was interpolated from observed gravity values.
 AL7401
 AL7401;                    North         East    Units  Estimated Accuracy
 AL7401;SPC FL W     -   411,180.      131,010.      MT  (+/- 180 meters Scaled)
 AL7401
 AL7401                          SUPERSEDED SURVEY CONTROL
 AL7401
 AL7401.No superseded survey control is available for this station.
 AL7401
 AL7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM327031(NAD 83)
 AL7401_MARKER: DB = BENCH MARK DISK
 AL7401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7401_SP_SET: CONCRETE POST
 AL7401_STAMPING: G
 AL7401_MARK LOGO: SFLWMD
 AL7401_PROJECTION: FLUSH
 AL7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7401+STABILITY: SURFACE MOTION
 AL7401
 AL7401  HISTORY     - Date     Condition        Report By
 AL7401  HISTORY     - UNK      MONUMENTED       SFLWMD
 AL7401  HISTORY     - 1983     GOOD             FLDNR
 AL7401
 AL7401                          STATION DESCRIPTION
 AL7401
 AL7401'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7401'0.8 MI WEST FROM OLDSMAR.
 AL7401'BEGIN AT THE EAST END OF THE STATE ROAD 586 BRIDGE OVER THE LAKE
 AL7401'TARPON CANAL, GO 0.6 MILE SOUTHEAST ON THE CANAL LEVEE TO THE MARK.
 AL7401'THE MARK BEARS 2 FEET NORTHEAST OF THE FENCE LINE, 5 FEET
 AL7401'NORTH-NORTHWEST OF A FENCE POST WITH WITNESS SIGN ATTACHED, 227.5 FEET
 AL7401'SOUTH-SOUTHEAST OF A CONCRETE PIPE CULVERT UNDER THE LEVEE, AND ABOUT
 AL7401'300 FEET SOUTH-SOUTHEAST OF A PIPELINE OVER THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7400 ***********************************************************************
 AL7400  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7400  DESIGNATION -  872 6789 H TIDAL SFLWMD
 AL7400  PID         -  AL7400
 AL7400  STATE/COUNTY-  FL/PINELLAS
 AL7400  USGS QUAD   -  OLDSMAR (1987)
 AL7400
 AL7400                         *CURRENT SURVEY CONTROL
 AL7400  ___________________________________________________________________
 AL7400* NAD 83(1986)-  28 02 43.     (N)    082 42 13.     (W)     SCALED    
 AL7400* NAVD 88     -         1.480  (meters)       4.86   (feet)  ADJUSTED  
 AL7400  ___________________________________________________________________
 AL7400  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AL7400  DYNAMIC HT  -           1.478 (meters)       4.85  (feet)  COMP
 AL7400  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AL7400
 AL7400  VERT ORDER  -  SECOND    CLASS I
 AL7400
 AL7400.The horizontal coordinates were scaled from a topographic map and have
 AL7400.an estimated accuracy of +/- 6 seconds.
 AL7400
 AL7400.The orthometric height was determined by differential leveling
 AL7400.and adjusted by the National Geodetic Survey in June 1991..
 AL7400
 AL7400.This Tidal Bench Mark is designated as VM 7602
 AL7400.by the Center for Operational Oceanographic Products and Services.
 AL7400
 AL7400.The geoid height was determined by GEOID03.
 AL7400
 AL7400.The dynamic height is computed by dividing the NAVD 88
 AL7400.geopotential number by the normal gravity value computed on the
 AL7400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7400.degrees latitude (g = 980.6199 gals.).
 AL7400
 AL7400.The modeled gravity was interpolated from observed gravity values.
 AL7400
 AL7400;                    North         East    Units  Estimated Accuracy
 AL7400;SPC FL W     -   411,430.      130,820.      MT  (+/- 180 meters Scaled)
 AL7400
 AL7400                          SUPERSEDED SURVEY CONTROL
 AL7400
 AL7400.No superseded survey control is available for this station.
 AL7400
 AL7400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM325033(NAD 83)
 AL7400_MARKER: DB = BENCH MARK DISK
 AL7400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7400_SP_SET: COPPER-CLAD STEEL ROD
 AL7400_STAMPING: H
 AL7400_MARK LOGO: SFLWMD
 AL7400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7400
 AL7400  HISTORY     - Date     Condition        Report By
 AL7400  HISTORY     - UNK      MONUMENTED       SFLWMD
 AL7400  HISTORY     - 1983     GOOD             FLDNR
 AL7400
 AL7400                          STATION DESCRIPTION
 AL7400
 AL7400'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7400'0.6 MI WEST FROM OLDSMAR.
 AL7400'BEGIN AT THE EAST END OF THE STATE ROAD 586 BRIDGE OVER THE LAKE
 AL7400'TARPON CANAL, GO 0.4 MILE SOUTHEAST ON THE CANAL LEVEE TO THE MARK.
 AL7400'THE MARK BEARS 1.5 FEET EAST OF THE SOUTH FENCE CORNER POST (WITH
 AL7400'WITNESS SIGN ATTACHED) OF A U-SHAPED JOG IN THE FENCE LINE, 63.3 FEET
 AL7400'SOUTHEAST OF A METAL PIPE CULVERT FOR A DRAINAGE DITCH, AND 44.3 FEET
 AL7400'NORTHEAST OF THE EDGE OF THE CANAL.  SET ON THE TOP OF A COPPER-CLAD
 AL7400'STEEL ROD FLUSH WITH THE GOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7409 ***********************************************************************
 AL7409  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7409  DESIGNATION -  872 6808 TIDAL 1
 AL7409  PID         -  AL7409
 AL7409  STATE/COUNTY-  FL/PINELLAS
 AL7409  USGS QUAD   -  DUNEDIN (1987)
 AL7409
 AL7409                         *CURRENT SURVEY CONTROL
 AL7409  ___________________________________________________________________
 AL7409* NAD 83(1986)-  28 03 37.     (N)    082 48 47.     (W)     SCALED    
 AL7409* NAVD 88     -         1.214  (meters)       3.98   (feet)  ADJUSTED  
 AL7409  ___________________________________________________________________
 AL7409  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AL7409  DYNAMIC HT  -           1.213 (meters)       3.98  (feet)  COMP
 AL7409  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL7409
 AL7409  VERT ORDER  -  SECOND    CLASS I
 AL7409
 AL7409.The horizontal coordinates were scaled from a topographic map and have
 AL7409.an estimated accuracy of +/- 6 seconds.
 AL7409
 AL7409.The orthometric height was determined by differential leveling
 AL7409.and adjusted by the National Geodetic Survey in June 1991..
 AL7409
 AL7409.This Tidal Bench Mark is designated as VM 7603
 AL7409.by the Center for Operational Oceanographic Products and Services.
 AL7409
 AL7409.This Tidal Bench Mark is designated as VM 7608
 AL7409.by the Center for Operational Oceanographic Products and Services.
 AL7409
 AL7409.The geoid height was determined by GEOID03.
 AL7409
 AL7409.The dynamic height is computed by dividing the NAVD 88
 AL7409.geopotential number by the normal gravity value computed on the
 AL7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7409.degrees latitude (g = 980.6199 gals.).
 AL7409
 AL7409.The modeled gravity was interpolated from observed gravity values.
 AL7409
 AL7409;                    North         East    Units  Estimated Accuracy
 AL7409;SPC FL W     -   413,160.      120,070.      MT  (+/- 180 meters Scaled)
 AL7409
 AL7409                          SUPERSEDED SURVEY CONTROL
 AL7409
 AL7409.No superseded survey control is available for this station.
 AL7409
 AL7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM218052(NAD 83)
 AL7409_MARKER: DJ = TIDAL STATION DISK
 AL7409_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7409_SP_SET: CONCRETE BULKHEAD
 AL7409_STAMPING: NO 1 1975
 AL7409_MARK LOGO: NOS   
 AL7409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7409+STABILITY: SURFACE MOTION
 AL7409
 AL7409  HISTORY     - Date     Condition        Report By
 AL7409  HISTORY     - 1975     MONUMENTED       NOS
 AL7409  HISTORY     - 1983     GOOD             FLDNR
 AL7409  HISTORY     - 19931209 GOOD             USPSQD
 AL7409
 AL7409                          STATION DESCRIPTION
 AL7409
 AL7409'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7409'3 MI NORTH FROM DUNEDIN.
 AL7409'THE MARK IS LOCATED AT THE SOUTH END OF HONEYMOON ISLAND IN THE
 AL7409'VICINITY OF THE ROYAL STEWART ARMS CONDOMINIUMS.  THE MARK BEARS 21.5
 AL7409'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RECREATION HALL AND 63
 AL7409'FEET SOUTHEAST OF THE SOUTH END OF THE FISHING PIER.
 AL7409
 AL7409                          STATION RECOVERY (1993)
 AL7409
 AL7409'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7408 ***********************************************************************
 AL7408  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7408  DESIGNATION -  872 6808 TIDAL 2
 AL7408  PID         -  AL7408
 AL7408  STATE/COUNTY-  FL/PINELLAS
 AL7408  USGS QUAD   -  DUNEDIN (1987)
 AL7408
 AL7408                         *CURRENT SURVEY CONTROL
 AL7408  ___________________________________________________________________
 AL7408* NAD 83(1986)-  28 03 37.     (N)    082 48 47.     (W)     SCALED    
 AL7408* NAVD 88     -         1.173  (meters)       3.85   (feet)  ADJUSTED  
 AL7408  ___________________________________________________________________
 AL7408  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AL7408  DYNAMIC HT  -           1.171 (meters)       3.84  (feet)  COMP
 AL7408  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL7408
 AL7408  VERT ORDER  -  SECOND    CLASS I
 AL7408
 AL7408.The horizontal coordinates were scaled from a topographic map and have
 AL7408.an estimated accuracy of +/- 6 seconds.
 AL7408
 AL7408.The orthometric height was determined by differential leveling
 AL7408.and adjusted by the National Geodetic Survey in June 1991..
 AL7408
 AL7408.This Tidal Bench Mark is designated as VM 7604
 AL7408.by the Center for Operational Oceanographic Products and Services.
 AL7408
 AL7408.This Tidal Bench Mark is designated as VM 7609
 AL7408.by the Center for Operational Oceanographic Products and Services.
 AL7408
 AL7408.The geoid height was determined by GEOID03.
 AL7408
 AL7408.The dynamic height is computed by dividing the NAVD 88
 AL7408.geopotential number by the normal gravity value computed on the
 AL7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7408.degrees latitude (g = 980.6199 gals.).
 AL7408
 AL7408.The modeled gravity was interpolated from observed gravity values.
 AL7408
 AL7408;                    North         East    Units  Estimated Accuracy
 AL7408;SPC FL W     -   413,160.      120,070.      MT  (+/- 180 meters Scaled)
 AL7408
 AL7408                          SUPERSEDED SURVEY CONTROL
 AL7408
 AL7408.No superseded survey control is available for this station.
 AL7408
 AL7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM218052(NAD 83)
 AL7408_MARKER: DJ = TIDAL STATION DISK
 AL7408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7408_SP_SET: CONCRETE BULKHEAD
 AL7408_STAMPING: NO 2 1975
 AL7408_MARK LOGO: NOS   
 AL7408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7408+STABILITY: SURFACE MOTION
 AL7408
 AL7408  HISTORY     - Date     Condition        Report By
 AL7408  HISTORY     - 1975     MONUMENTED       NOS
 AL7408  HISTORY     - 1983     GOOD             FLDNR
 AL7408  HISTORY     - 19931209 MARK NOT FOUND   USPSQD
 AL7408
 AL7408                          STATION DESCRIPTION
 AL7408
 AL7408'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7408'3 MI NORTH FROM DUNEDIN.
 AL7408'THE MARK IS LOCATED AT THE SOUTH END OF HONEYMOON ISLAND IN THE
 AL7408'VICINITY OF THE ROYAL STEWART ARMS CONDOMINIUMS.  THE MARK IS AT THE
 AL7408'NORTHEAST CORNER OF THE CONDOMINIUM PROPERTY, 1.8 FEET EAST OF POWER
 AL7408'POLE 2-10936, AND IS SET IN THE NORTHWEST BULKHEAD FOR THE WESTERNMOST
 AL7408'CAUSEWAY BRIDGE.
 AL7408
 AL7408                          STATION RECOVERY (1993)
 AL7408
 AL7408'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7407 ***********************************************************************
 AL7407  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7407  DESIGNATION -  872 6808 TIDAL 3
 AL7407  PID         -  AL7407
 AL7407  STATE/COUNTY-  FL/PINELLAS
 AL7407  USGS QUAD   -  DUNEDIN (1987)
 AL7407
 AL7407                         *CURRENT SURVEY CONTROL
 AL7407  ___________________________________________________________________
 AL7407* NAD 83(1986)-  28 03 37.     (N)    082 48 47.     (W)     SCALED    
 AL7407* NAVD 88     -         5.021  (meters)      16.47   (feet)  ADJUSTED  
 AL7407  ___________________________________________________________________
 AL7407  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AL7407  DYNAMIC HT  -           5.014 (meters)      16.45  (feet)  COMP
 AL7407  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL7407
 AL7407  VERT ORDER  -  SECOND    CLASS I
 AL7407
 AL7407.The horizontal coordinates were scaled from a topographic map and have
 AL7407.an estimated accuracy of +/- 6 seconds.
 AL7407
 AL7407.The orthometric height was determined by differential leveling
 AL7407.and adjusted by the National Geodetic Survey in June 1991..
 AL7407
 AL7407.This Tidal Bench Mark is designated as VM 7605
 AL7407.by the Center for Operational Oceanographic Products and Services.
 AL7407
 AL7407.This Tidal Bench Mark is designated as VM 7610
 AL7407.by the Center for Operational Oceanographic Products and Services.
 AL7407
 AL7407.The geoid height was determined by GEOID03.
 AL7407
 AL7407.The dynamic height is computed by dividing the NAVD 88
 AL7407.geopotential number by the normal gravity value computed on the
 AL7407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7407.degrees latitude (g = 980.6199 gals.).
 AL7407
 AL7407.The modeled gravity was interpolated from observed gravity values.
 AL7407
 AL7407;                    North         East    Units  Estimated Accuracy
 AL7407;SPC FL W     -   413,160.      120,070.      MT  (+/- 180 meters Scaled)
 AL7407
 AL7407                          SUPERSEDED SURVEY CONTROL
 AL7407
 AL7407.No superseded survey control is available for this station.
 AL7407
 AL7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM218052(NAD 83)
 AL7407_MARKER: DJ = TIDAL STATION DISK
 AL7407_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7407_SP_SET: BRIDGE SIDEWALK
 AL7407_STAMPING: NO 3 1975
 AL7407_MARK LOGO: NOS   
 AL7407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7407
 AL7407  HISTORY     - Date     Condition        Report By
 AL7407  HISTORY     - 1975     MONUMENTED       NOS
 AL7407  HISTORY     - 1983     GOOD             FLDNR
 AL7407  HISTORY     - 19931209 GOOD             USPSQD
 AL7407
 AL7407                          STATION DESCRIPTION
 AL7407
 AL7407'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7407'3 MI NORTH FROM DUNEDIN.
 AL7407'THE MARK IS LOCATED AT THE SOUTH END OF HONEYMOON ISLAND IN THE
 AL7407'VICINITY OF THE ROYAL STEWART ARMS CONDOMINIUMS.  THE MARK IS SET IN
 AL7407'THE SIDEWALK AT THE WEST END OF THE WESTERNMOST CAUSEWAY BRIDGE, 17
 AL7407'FEET NORTH OF THE CENTERLINE OF THE BRIDGE, AND 10.5 FEET EAST OF THE
 AL7407'WEST END OF THE GUARDRAIL.
 AL7407
 AL7407                          STATION RECOVERY (1993)
 AL7407
 AL7407'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7406 ***********************************************************************
 AL7406  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7406  DESIGNATION -  872 6808 TIDAL 4
 AL7406  PID         -  AL7406
 AL7406  STATE/COUNTY-  FL/PINELLAS
 AL7406  USGS QUAD   -  DUNEDIN (1987)
 AL7406
 AL7406                         *CURRENT SURVEY CONTROL
 AL7406  ___________________________________________________________________
 AL7406* NAD 83(1986)-  28 03 37.     (N)    082 48 47.     (W)     SCALED    
 AL7406* NAVD 88     -         5.132  (meters)      16.84   (feet)  ADJUSTED  
 AL7406  ___________________________________________________________________
 AL7406  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AL7406  DYNAMIC HT  -           5.124 (meters)      16.81  (feet)  COMP
 AL7406  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL7406
 AL7406  VERT ORDER  -  SECOND    CLASS I
 AL7406
 AL7406.The horizontal coordinates were scaled from a topographic map and have
 AL7406.an estimated accuracy of +/- 6 seconds.
 AL7406
 AL7406.The orthometric height was determined by differential leveling
 AL7406.and adjusted by the National Geodetic Survey in June 1991..
 AL7406
 AL7406.This Tidal Bench Mark is designated as VM 7606
 AL7406.by the Center for Operational Oceanographic Products and Services.
 AL7406
 AL7406.This Tidal Bench Mark is designated as VM 7611
 AL7406.by the Center for Operational Oceanographic Products and Services.
 AL7406
 AL7406.The geoid height was determined by GEOID03.
 AL7406
 AL7406.The dynamic height is computed by dividing the NAVD 88
 AL7406.geopotential number by the normal gravity value computed on the
 AL7406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7406.degrees latitude (g = 980.6199 gals.).
 AL7406
 AL7406.The modeled gravity was interpolated from observed gravity values.
 AL7406
 AL7406;                    North         East    Units  Estimated Accuracy
 AL7406;SPC FL W     -   413,160.      120,070.      MT  (+/- 180 meters Scaled)
 AL7406
 AL7406                          SUPERSEDED SURVEY CONTROL
 AL7406
 AL7406.No superseded survey control is available for this station.
 AL7406
 AL7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM218052(NAD 83)
 AL7406_MARKER: DJ = TIDAL STATION DISK
 AL7406_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7406_SP_SET: BRIDGE SIDEWALK
 AL7406_STAMPING: NO 4 1975
 AL7406_MARK LOGO: NOS   
 AL7406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7406
 AL7406  HISTORY     - Date     Condition        Report By
 AL7406  HISTORY     - 1975     MONUMENTED       NOS
 AL7406  HISTORY     - 1983     GOOD             FLDNR
 AL7406  HISTORY     - 19931209 GOOD             USPSQD
 AL7406
 AL7406                          STATION DESCRIPTION
 AL7406
 AL7406'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7406'3 MI NORTH FROM DUNEDIN.
 AL7406'THE MARK IS LOCATED AT THE SOUTH END OF HONEYMOON ISLAND IN THE
 AL7406'VICINITY OF THE ROYAL STEWART ARMS CONDOMINIUMS.  THE MARK IS SET IN
 AL7406'THE SIDEWALK AT THE EAST END OF THE WESTERNMOST CAUSEWAY BRIDGE, 17.8
 AL7406'FEET NORTH OF THE CENTERLINE OF THE BRIDGE, AND 10.7 FEET WEST OF THE
 AL7406'EAST END OF THE GUARDRAIL.
 AL7406
 AL7406                          STATION RECOVERY (1993)
 AL7406
 AL7406'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7405 ***********************************************************************
 AL7405  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7405  DESIGNATION -  872 6808 TIDAL 5
 AL7405  PID         -  AL7405
 AL7405  STATE/COUNTY-  FL/PINELLAS
 AL7405  USGS QUAD   -  DUNEDIN (1987)
 AL7405
 AL7405                         *CURRENT SURVEY CONTROL
 AL7405  ___________________________________________________________________
 AL7405* NAD 83(1986)-  28 03 37.     (N)    082 48 47.     (W)     SCALED    
 AL7405* NAVD 88     -         0.923  (meters)       3.03   (feet)  ADJUSTED  
 AL7405  ___________________________________________________________________
 AL7405  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AL7405  DYNAMIC HT  -           0.921 (meters)       3.02  (feet)  COMP
 AL7405  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 AL7405
 AL7405  VERT ORDER  -  SECOND    CLASS I
 AL7405
 AL7405.The horizontal coordinates were scaled from a topographic map and have
 AL7405.an estimated accuracy of +/- 6 seconds.
 AL7405
 AL7405.The orthometric height was determined by differential leveling
 AL7405.and adjusted by the National Geodetic Survey in June 1991..
 AL7405
 AL7405.This Tidal Bench Mark is designated as VM 7607
 AL7405.by the Center for Operational Oceanographic Products and Services.
 AL7405
 AL7405.This Tidal Bench Mark is designated as VM 7612
 AL7405.by the Center for Operational Oceanographic Products and Services.
 AL7405
 AL7405.The geoid height was determined by GEOID03.
 AL7405
 AL7405.The dynamic height is computed by dividing the NAVD 88
 AL7405.geopotential number by the normal gravity value computed on the
 AL7405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7405.degrees latitude (g = 980.6199 gals.).
 AL7405
 AL7405.The modeled gravity was interpolated from observed gravity values.
 AL7405
 AL7405;                    North         East    Units  Estimated Accuracy
 AL7405;SPC FL W     -   413,160.      120,070.      MT  (+/- 180 meters Scaled)
 AL7405
 AL7405                          SUPERSEDED SURVEY CONTROL
 AL7405
 AL7405.No superseded survey control is available for this station.
 AL7405
 AL7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM218052(NAD 83)
 AL7405_MARKER: DJ = TIDAL STATION DISK
 AL7405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7405_SP_SET: BRIDGE BULKHEAD
 AL7405_STAMPING: NO 5 1975
 AL7405_MARK LOGO: NOS   
 AL7405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7405+STABILITY: SURFACE MOTION
 AL7405
 AL7405  HISTORY     - Date     Condition        Report By
 AL7405  HISTORY     - 1975     MONUMENTED       NOS
 AL7405  HISTORY     - 1983     GOOD             FLDNR
 AL7405  HISTORY     - 19931209 MARK NOT FOUND   USPSQD
 AL7405
 AL7405                          STATION DESCRIPTION
 AL7405
 AL7405'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7405'3 MI NORTH FROM DUNEDIN.
 AL7405'THE MARK IS LOCATED AT THE SOUTH END OF HONEYMOON ISLAND IN THE
 AL7405'VICINITY OF THE ROYAL STEWART ARMS CONDOMINIUMS.  THE MARK IS SET IN
 AL7405'THE SOUTHEAST CONCRETE BULKHEAD FOR THE WESTERNMOST CAUSEWAY BRIDGE,
 AL7405'100 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, AND 6.5 FEET SOUTH OF
 AL7405'THE SOUTH END OF THE BULKHEAD.
 AL7405
 AL7405                          STATION RECOVERY (1993)
 AL7405
 AL7405'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7399 ***********************************************************************
 AL7399  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7399  DESIGNATION -  872 6819 F TIDAL
 AL7399  PID         -  AL7399
 AL7399  STATE/COUNTY-  FL/PINELLAS
 AL7399  USGS QUAD   -  DUNEDIN (1987)
 AL7399
 AL7399                         *CURRENT SURVEY CONTROL
 AL7399  ___________________________________________________________________
 AL7399* NAD 83(1986)-  28 04 13.     (N)    082 46 53.     (W)     SCALED    
 AL7399* NAVD 88     -         1.615  (meters)       5.30   (feet)  ADJUSTED  
 AL7399  ___________________________________________________________________
 AL7399  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL7399  DYNAMIC HT  -           1.612 (meters)       5.29  (feet)  COMP
 AL7399  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AL7399
 AL7399  VERT ORDER  -  SECOND    CLASS I
 AL7399
 AL7399.The horizontal coordinates were scaled from a topographic map and have
 AL7399.an estimated accuracy of +/- 6 seconds.
 AL7399
 AL7399.The orthometric height was determined by differential leveling
 AL7399.and adjusted by the National Geodetic Survey in June 1991..
 AL7399
 AL7399.This Tidal Bench Mark is designated as VM 7619
 AL7399.by the Center for Operational Oceanographic Products and Services.
 AL7399
 AL7399.The geoid height was determined by GEOID03.
 AL7399
 AL7399.The dynamic height is computed by dividing the NAVD 88
 AL7399.geopotential number by the normal gravity value computed on the
 AL7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7399.degrees latitude (g = 980.6199 gals.).
 AL7399
 AL7399.The modeled gravity was interpolated from observed gravity values.
 AL7399
 AL7399;                    North         East    Units  Estimated Accuracy
 AL7399;SPC FL W     -   414,240.      123,190.      MT  (+/- 180 meters Scaled)
 AL7399
 AL7399                          SUPERSEDED SURVEY CONTROL
 AL7399
 AL7399.No superseded survey control is available for this station.
 AL7399
 AL7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM249062(NAD 83)
 AL7399_MARKER: DJ = TIDAL STATION DISK
 AL7399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7399_SP_SET: CONCRETE POST
 AL7399_STAMPING: 6819 F 1983
 AL7399_MARK LOGO: NOS   
 AL7399_PROJECTION: FLUSH
 AL7399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7399+STABILITY: SURFACE MOTION
 AL7399
 AL7399  HISTORY     - Date     Condition        Report By
 AL7399  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7399  HISTORY     - 19930429 GOOD             USPSQD
 AL7399
 AL7399                          STATION DESCRIPTION
 AL7399
 AL7399'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7399'IN OZONA.
 AL7399'BEGIN AT THE OZONA POST OFFICE, GO ONE BLOCK NORTH TO BAY STREET, GO
 AL7399'WEST ON BAY STREET TO ITS END AT BAYSHORE DRIVE, GO 0.1 MILE SOUTH ON
 AL7399'BAYSHORE DRIVE TO THE MARK.  THE MARK BEARS 14.5 FEET EAST OF THE
 AL7399'CENTERLINE OF BAYSHORE DRIVE, 47.6 FEET SOUTH OF THE CENTERLINE OF
 AL7399'BANANA ROAD, 50 FEET NORTH OF THE CENTERLINE OF THE DRIVE TO HOUSE
 AL7399'300, AND 3.9 FEET WEST OF POWER POLE 2A2201F (WITNESS SIGN ATTACHED).
 AL7399
 AL7399                          STATION RECOVERY (1993)
 AL7399
 AL7399'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7398 ***********************************************************************
 AL7398  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7398  DESIGNATION -  872 6819 TIDAL 1
 AL7398  PID         -  AL7398
 AL7398  STATE/COUNTY-  FL/PINELLAS
 AL7398  USGS QUAD   -  DUNEDIN (1987)
 AL7398
 AL7398                         *CURRENT SURVEY CONTROL
 AL7398  ___________________________________________________________________
 AL7398* NAD 83(1986)-  28 04 13.     (N)    082 46 53.     (W)     SCALED    
 AL7398* NAVD 88     -         0.806  (meters)       2.64   (feet)  ADJUSTED  
 AL7398  ___________________________________________________________________
 AL7398  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL7398  DYNAMIC HT  -           0.805 (meters)       2.64  (feet)  COMP
 AL7398  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AL7398
 AL7398  VERT ORDER  -  SECOND    CLASS I
 AL7398
 AL7398.The horizontal coordinates were scaled from a topographic map and have
 AL7398.an estimated accuracy of +/- 6 seconds.
 AL7398
 AL7398.The orthometric height was determined by differential leveling
 AL7398.and adjusted by the National Geodetic Survey in June 1991..
 AL7398
 AL7398.This Tidal Bench Mark is designated as VM 7616
 AL7398.by the Center for Operational Oceanographic Products and Services.
 AL7398
 AL7398.The geoid height was determined by GEOID03.
 AL7398
 AL7398.The dynamic height is computed by dividing the NAVD 88
 AL7398.geopotential number by the normal gravity value computed on the
 AL7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7398.degrees latitude (g = 980.6199 gals.).
 AL7398
 AL7398.The modeled gravity was interpolated from observed gravity values.
 AL7398
 AL7398;                    North         East    Units  Estimated Accuracy
 AL7398;SPC FL W     -   414,240.      123,190.      MT  (+/- 180 meters Scaled)
 AL7398
 AL7398                          SUPERSEDED SURVEY CONTROL
 AL7398
 AL7398.No superseded survey control is available for this station.
 AL7398
 AL7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM249062(NAD 83)
 AL7398_MARKER: DJ = TIDAL STATION DISK
 AL7398_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7398+WITH SETTING: PAVEMENT
 AL7398_SP_SET: CONCRETE BASE FOR BOAT DAVIT
 AL7398_STAMPING: NO 1 1975
 AL7398_MARK LOGO: NOS   
 AL7398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7398+STABILITY: SURFACE MOTION
 AL7398
 AL7398  HISTORY     - Date     Condition        Report By
 AL7398  HISTORY     - 1975     MONUMENTED       NOS
 AL7398  HISTORY     - 1983     GOOD             FLDNR
 AL7398  HISTORY     - 19930429 GOOD             USPSQD
 AL7398
 AL7398                          STATION DESCRIPTION
 AL7398
 AL7398'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7398'IN OZONA.
 AL7398'BEGIN AT THE OZONA POST OFFICE, GO ONE BLOCK NORTH TO BAY STREET, GO
 AL7398'WEST ON BAY STREET TO ITS END AT BAYSHORE DRIVE, GO 300 FEET SOUTH ON
 AL7398'BAYSHORE DRIVE TO THE SPECKLED TROUT FISH CAMP AND THE MARK.  THE MARK
 AL7398'BEARS 47 FEET WEST OF THE CENTERLINE OF BAYSHORE DRIVE, 9 FEET
 AL7398'NORTHEAST OF THE CENTERLINE OF THE BOAT RAMP, AND IS SET IN THE
 AL7398'SOUTHEAST CORNER OF THE BASE FOR A BOAT DAVIT.
 AL7398
 AL7398                          STATION RECOVERY (1993)
 AL7398
 AL7398'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7397 ***********************************************************************
 AL7397  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7397  DESIGNATION -  872 6819 TIDAL 2
 AL7397  PID         -  AL7397
 AL7397  STATE/COUNTY-  FL/PINELLAS
 AL7397  USGS QUAD   -  DUNEDIN (1987)
 AL7397
 AL7397                         *CURRENT SURVEY CONTROL
 AL7397  ___________________________________________________________________
 AL7397* NAD 83(1986)-  28 04 13.     (N)    082 46 53.     (W)     SCALED    
 AL7397* NAVD 88     -         1.227  (meters)       4.03   (feet)  ADJUSTED  
 AL7397  ___________________________________________________________________
 AL7397  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL7397  DYNAMIC HT  -           1.225 (meters)       4.02  (feet)  COMP
 AL7397  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AL7397
 AL7397  VERT ORDER  -  SECOND    CLASS I
 AL7397
 AL7397.The horizontal coordinates were scaled from a topographic map and have
 AL7397.an estimated accuracy of +/- 6 seconds.
 AL7397
 AL7397.The orthometric height was determined by differential leveling
 AL7397.and adjusted by the National Geodetic Survey in June 1991..
 AL7397
 AL7397.This Tidal Bench Mark is designated as VM 7617
 AL7397.by the Center for Operational Oceanographic Products and Services.
 AL7397
 AL7397.The geoid height was determined by GEOID03.
 AL7397
 AL7397.The dynamic height is computed by dividing the NAVD 88
 AL7397.geopotential number by the normal gravity value computed on the
 AL7397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7397.degrees latitude (g = 980.6199 gals.).
 AL7397
 AL7397.The modeled gravity was interpolated from observed gravity values.
 AL7397
 AL7397;                    North         East    Units  Estimated Accuracy
 AL7397;SPC FL W     -   414,240.      123,190.      MT  (+/- 180 meters Scaled)
 AL7397
 AL7397                          SUPERSEDED SURVEY CONTROL
 AL7397
 AL7397.No superseded survey control is available for this station.
 AL7397
 AL7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM249062(NAD 83)
 AL7397_MARKER: DJ = TIDAL STATION DISK
 AL7397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7397_SP_SET: CONCRETE SEAWALL
 AL7397_STAMPING: NO 2 1975
 AL7397_MARK LOGO: NOS   
 AL7397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7397+STABILITY: SURFACE MOTION
 AL7397
 AL7397  HISTORY     - Date     Condition        Report By
 AL7397  HISTORY     - 1975     MONUMENTED       NOS
 AL7397  HISTORY     - 1983     GOOD             FLDNR
 AL7397  HISTORY     - 19930429 GOOD             USPSQD
 AL7397  HISTORY     - 20020715 GOOD             INDIV
 AL7397
 AL7397                          STATION DESCRIPTION
 AL7397
 AL7397'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7397'IN OZONA.
 AL7397'BEGIN AT THE OZONA POST OFFICE, GO ONE BLOCK NORTH TO BAY STREET, GO
 AL7397'WEST ON BAY STREET TO ITS END AT BAYSHORE DRIVE AND THE MARK.  THE
 AL7397'MARK BEARS 180 FEET SOUTHWEST OF THE ROAD JUNCTION, 70 FEET WEST OF
 AL7397'THE CENTERLINE OF BAYSHORE DRIVE, AND 3 FEET EAST OF THE JUNCTION OF A
 AL7397'NORTH/SOUTH SEAWALL WITH THE SOUTHERNMOST OF TWO EAST/WEST SEAWALLS AT
 AL7397'THE NORTH SIDE OF THE SPECKLED TROUT MARINA.
 AL7397
 AL7397                          STATION RECOVERY (1993)
 AL7397
 AL7397'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7397'RECOVERED IN GOOD CONDITION.
 AL7397
 AL7397                          STATION RECOVERY (2002)
 AL7397
 AL7397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GSA)
 AL7397'MARK RECOVERED IN GOOD CONDITION.  MARK IS NOW 0.3' SOUTH OF A 5.0'
 AL7397'TALL CONCRETE BLOCK WALL WHICH HAS BEEN BUILT ON THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7396 ***********************************************************************
 AL7396  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7396  DESIGNATION -  872 6819 TIDAL 4
 AL7396  PID         -  AL7396
 AL7396  STATE/COUNTY-  FL/PINELLAS
 AL7396  USGS QUAD   -  DUNEDIN (1987)
 AL7396
 AL7396                         *CURRENT SURVEY CONTROL
 AL7396  ___________________________________________________________________
 AL7396* NAD 83(1986)-  28 04 13.     (N)    082 46 53.     (W)     SCALED    
 AL7396* NAVD 88     -         2.198  (meters)       7.21   (feet)  ADJUSTED  
 AL7396  ___________________________________________________________________
 AL7396  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AL7396  DYNAMIC HT  -           2.194 (meters)       7.20  (feet)  COMP
 AL7396  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AL7396
 AL7396  VERT ORDER  -  SECOND    CLASS I
 AL7396
 AL7396.The horizontal coordinates were scaled from a topographic map and have
 AL7396.an estimated accuracy of +/- 6 seconds.
 AL7396
 AL7396.The orthometric height was determined by differential leveling
 AL7396.and adjusted by the National Geodetic Survey in June 1991..
 AL7396
 AL7396.This Tidal Bench Mark is designated as VM 7618
 AL7396.by the Center for Operational Oceanographic Products and Services.
 AL7396
 AL7396.The geoid height was determined by GEOID03.
 AL7396
 AL7396.The dynamic height is computed by dividing the NAVD 88
 AL7396.geopotential number by the normal gravity value computed on the
 AL7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7396.degrees latitude (g = 980.6199 gals.).
 AL7396
 AL7396.The modeled gravity was interpolated from observed gravity values.
 AL7396
 AL7396;                    North         East    Units  Estimated Accuracy
 AL7396;SPC FL W     -   414,240.      123,190.      MT  (+/- 180 meters Scaled)
 AL7396
 AL7396                          SUPERSEDED SURVEY CONTROL
 AL7396
 AL7396.No superseded survey control is available for this station.
 AL7396
 AL7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM249062(NAD 83)
 AL7396_MARKER: DJ = TIDAL STATION DISK
 AL7396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7396_SP_SET: COPPER-CLAD STEEL ROD
 AL7396_STAMPING: NO 4 1975
 AL7396_MARK LOGO: NOS   
 AL7396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7396
 AL7396  HISTORY     - Date     Condition        Report By
 AL7396  HISTORY     - 1975     MONUMENTED       NOS
 AL7396  HISTORY     - 1983     GOOD             FLDNR
 AL7396  HISTORY     - 19930429 GOOD             USPSQD
 AL7396
 AL7396                          STATION DESCRIPTION
 AL7396
 AL7396'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7396'IN OZONA.
 AL7396'BEGIN AT THE OZONA POST OFFICE, GO ONE BLOCK NORTH TO BAY STREET, GO
 AL7396'WEST ON BAY STREET TO ITS END AT BAYSHORE DRIVE AND THE MARK.  THE
 AL7396'MARK BEARS 22 FEET NORTH OF THE CENTERLINE OF BAY STREET, 2 FEET WEST
 AL7396'OF POWER POLE 2-25700, AND 33 FEET EAST OF A WOODEN BULKHEAD.  SET ON
 AL7396'THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7396
 AL7396                          STATION RECOVERY (1993)
 AL7396
 AL7396'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7394 ***********************************************************************
 AL7394  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7394  DESIGNATION -  872 6833 A TIDAL
 AL7394  PID         -  AL7394
 AL7394  STATE/COUNTY-  FL/PINELLAS
 AL7394  USGS QUAD   -  DUNEDIN (1987)
 AL7394
 AL7394                         *CURRENT SURVEY CONTROL
 AL7394  ___________________________________________________________________
 AL7394* NAD 83(1986)-  28 05 12.     (N)    082 46 12.     (W)     SCALED    
 AL7394* NAVD 88     -         0.739  (meters)       2.42   (feet)  ADJUSTED  
 AL7394  ___________________________________________________________________
 AL7394  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7394  DYNAMIC HT  -           0.738 (meters)       2.42  (feet)  COMP
 AL7394  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 AL7394
 AL7394  VERT ORDER  -  SECOND    CLASS I
 AL7394
 AL7394.The horizontal coordinates were scaled from a topographic map and have
 AL7394.an estimated accuracy of +/- 6 seconds.
 AL7394
 AL7394.The orthometric height was determined by differential leveling
 AL7394.and adjusted by the National Geodetic Survey in June 1991..
 AL7394
 AL7394.This Tidal Bench Mark is designated as VM 7622
 AL7394.by the Center for Operational Oceanographic Products and Services.
 AL7394
 AL7394.The geoid height was determined by GEOID03.
 AL7394
 AL7394.The dynamic height is computed by dividing the NAVD 88
 AL7394.geopotential number by the normal gravity value computed on the
 AL7394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7394.degrees latitude (g = 980.6199 gals.).
 AL7394
 AL7394.The modeled gravity was interpolated from observed gravity values.
 AL7394
 AL7394;                    North         East    Units  Estimated Accuracy
 AL7394;SPC FL W     -   416,050.      124,330.      MT  (+/- 180 meters Scaled)
 AL7394
 AL7394                          SUPERSEDED SURVEY CONTROL
 AL7394
 AL7394.No superseded survey control is available for this station.
 AL7394
 AL7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260080(NAD 83)
 AL7394_MARKER: DJ = TIDAL STATION DISK
 AL7394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7394_SP_SET: COPPER-CLAD STEEL ROD
 AL7394_STAMPING: 6833 A
 AL7394_MARK LOGO: NOS   
 AL7394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7394
 AL7394  HISTORY     - Date     Condition        Report By
 AL7394  HISTORY     - UNK      MONUMENTED       NOS
 AL7394  HISTORY     - 1983     GOOD             FLDNR
 AL7394
 AL7394                          STATION DESCRIPTION
 AL7394
 AL7394'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7394'0.2 MI EAST FROM CRYSTAL BEACH.
 AL7394'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND COUNTY ROAD 79
 AL7394'(KLOSTERMAN ROAD), GO 2.85 MILES SOUTHERLY ON U.S. ALTERNATE 19 TO THE
 AL7394'MARK.  THE MARK BEARS 34.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AL7394'HIGHWAY, 29.5 FEET NORTHEAST OF THE CENTERLINE OF THE RAILROAD, AND
 AL7394'8.3 FEET SOUTHEAST OF POWER POLE 12A-5811R.  SET ON THE TOP OF A
 AL7394'COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7393 ***********************************************************************
 AL7393  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7393  DESIGNATION -  872 6833 C TIDAL
 AL7393  PID         -  AL7393
 AL7393  STATE/COUNTY-  FL/PINELLAS
 AL7393  USGS QUAD   -  DUNEDIN (1987)
 AL7393
 AL7393                         *CURRENT SURVEY CONTROL
 AL7393  ___________________________________________________________________
 AL7393* NAD 83(1986)-  28 05 03.     (N)    082 46 03.     (W)     SCALED    
 AL7393* NAVD 88     -         3.391  (meters)      11.13   (feet)  ADJUSTED  
 AL7393  ___________________________________________________________________
 AL7393  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AL7393  DYNAMIC HT  -           3.386 (meters)      11.11  (feet)  COMP
 AL7393  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AL7393
 AL7393  VERT ORDER  -  SECOND    CLASS I
 AL7393
 AL7393.The horizontal coordinates were scaled from a topographic map and have
 AL7393.an estimated accuracy of +/- 6 seconds.
 AL7393
 AL7393.The orthometric height was determined by differential leveling
 AL7393.and adjusted by the National Geodetic Survey in June 1991..
 AL7393
 AL7393.This Tidal Bench Mark is designated as VM 7621
 AL7393.by the Center for Operational Oceanographic Products and Services.
 AL7393
 AL7393.The geoid height was determined by GEOID03.
 AL7393
 AL7393.The dynamic height is computed by dividing the NAVD 88
 AL7393.geopotential number by the normal gravity value computed on the
 AL7393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7393.degrees latitude (g = 980.6199 gals.).
 AL7393
 AL7393.The modeled gravity was interpolated from observed gravity values.
 AL7393
 AL7393;                    North         East    Units  Estimated Accuracy
 AL7393;SPC FL W     -   415,770.      124,570.      MT  (+/- 180 meters Scaled)
 AL7393
 AL7393                          SUPERSEDED SURVEY CONTROL
 AL7393
 AL7393.No superseded survey control is available for this station.
 AL7393
 AL7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM263077(NAD 83)
 AL7393_MARKER: DJ = TIDAL STATION DISK
 AL7393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7393_SP_SET: COPPER-CLAD STEEL ROD
 AL7393_STAMPING: 6833 C 1976
 AL7393_MARK LOGO: NOS   
 AL7393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7393
 AL7393  HISTORY     - Date     Condition        Report By
 AL7393  HISTORY     - 1976     MONUMENTED       NOS
 AL7393  HISTORY     - 1983     GOOD             FLDNR
 AL7393  HISTORY     - 19931209 MARK NOT FOUND   USPSQD
 AL7393
 AL7393                          STATION DESCRIPTION
 AL7393
 AL7393'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7393'IN PALM HARBOR.
 AL7393'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND COUNTY ROAD 79
 AL7393'(KLOSTERMAN ROAD), GO 3.15 MILES SOUTHERLY ON U.S. ALTERNATE 19 TO THE
 AL7393'MARK.  THE MARK BEARS 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 AL7393'21 FEET SOUTH OF THE CENTERLINE OF MISSOURI AVENUE, AND 25.7 FEET EAST
 AL7393'OF THE CENTERLINE OF THE RAILROAD TRACK.  SET ON THE TOP OF A
 AL7393'COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7393
 AL7393                          STATION RECOVERY (1993)
 AL7393
 AL7393'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7485 ***********************************************************************
 AL7485  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7485  DESIGNATION -  872 6853 TIDAL 1
 AL7485  PID         -  AL7485
 AL7485  STATE/COUNTY-  FL/PINELLAS
 AL7485  USGS QUAD   -  DUNEDIN (1987)
 AL7485
 AL7485                         *CURRENT SURVEY CONTROL
 AL7485  ___________________________________________________________________
 AL7485* NAD 83(1986)-  28 06 13.     (N)    082 46 44.     (W)     SCALED    
 AL7485* NAVD 88     -         1.592  (meters)       5.22   (feet)  ADJUSTED  
 AL7485  ___________________________________________________________________
 AL7485  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AL7485  DYNAMIC HT  -           1.589 (meters)       5.21  (feet)  COMP
 AL7485  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 AL7485
 AL7485  VERT ORDER  -  SECOND    CLASS I
 AL7485
 AL7485.The horizontal coordinates were scaled from a topographic map and have
 AL7485.an estimated accuracy of +/- 6 seconds.
 AL7485
 AL7485.The orthometric height was determined by differential leveling
 AL7485.and adjusted by the National Geodetic Survey in June 1991..
 AL7485
 AL7485.This Tidal Bench Mark is designated as VM 7628
 AL7485.by the Center for Operational Oceanographic Products and Services.
 AL7485
 AL7485.The geoid height was determined by GEOID03.
 AL7485
 AL7485.The dynamic height is computed by dividing the NAVD 88
 AL7485.geopotential number by the normal gravity value computed on the
 AL7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7485.degrees latitude (g = 980.6199 gals.).
 AL7485
 AL7485.The modeled gravity was interpolated from observed gravity values.
 AL7485
 AL7485;                    North         East    Units  Estimated Accuracy
 AL7485;SPC FL W     -   417,940.      123,460.      MT  (+/- 180 meters Scaled)
 AL7485
 AL7485                          SUPERSEDED SURVEY CONTROL
 AL7485
 AL7485.No superseded survey control is available for this station.
 AL7485
 AL7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM252099(NAD 83)
 AL7485_MARKER: DJ = TIDAL STATION DISK
 AL7485_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7485+WITH SETTING: PAVEMENT
 AL7485_SP_SET: CONCRETE PATIO APRON
 AL7485_STAMPING: NO 1 1975
 AL7485_MARK LOGO: NOS   
 AL7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7485+STABILITY: SURFACE MOTION
 AL7485
 AL7485  HISTORY     - Date     Condition        Report By
 AL7485  HISTORY     - 1975     MONUMENTED       NOS
 AL7485  HISTORY     - 1983     GOOD             FLDNR
 AL7485  HISTORY     - 19930429 GOOD             USPSQD
 AL7485
 AL7485                          STATION DESCRIPTION
 AL7485
 AL7485'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7485'3.05 MI SW FROM TARPON SPRINGS.
 AL7485'BEGIN AT THE TARPON SPRINGS HOSPITAL, GO 2.45 MILES SOUTHERLY ON U.S.
 AL7485'ALTERNATE 19 TO DESOTO BOULEVARD, GO 0.1 MILE NORTH ON DESOTO
 AL7485'BOULEVARD TO OCEANVIEW AVENUE, GO 0.4 MILE WEST ON OCEANVIEW AVENUE TO
 AL7485'PHILLIPS WAY, GO 0.1 MILE NORTH ON PHILLIPS WAY TO HOUSE 117 AND THE
 AL7485'MARK.  THE MARK BEARS 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 AL7485'HOUSE 117 AND IS SET IN THE SOUTHWEST CORNER OF THE PATIO.
 AL7485'THE MARK IS 0.5 FT ABOVE GROUND.
 AL7485
 AL7485                          STATION RECOVERY (1993)
 AL7485
 AL7485'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7484 ***********************************************************************
 AL7484  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7484  DESIGNATION -  872 6853 TIDAL 2
 AL7484  PID         -  AL7484
 AL7484  STATE/COUNTY-  FL/PINELLAS
 AL7484  USGS QUAD   -  DUNEDIN (1987)
 AL7484
 AL7484                         *CURRENT SURVEY CONTROL
 AL7484  ___________________________________________________________________
 AL7484* NAD 83(1986)-  28 06 13.     (N)    082 46 44.     (W)     SCALED    
 AL7484* NAVD 88     -         1.359  (meters)       4.46   (feet)  ADJUSTED  
 AL7484  ___________________________________________________________________
 AL7484  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AL7484  DYNAMIC HT  -           1.357 (meters)       4.45  (feet)  COMP
 AL7484  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 AL7484
 AL7484  VERT ORDER  -  SECOND    CLASS I
 AL7484
 AL7484.The horizontal coordinates were scaled from a topographic map and have
 AL7484.an estimated accuracy of +/- 6 seconds.
 AL7484
 AL7484.The orthometric height was determined by differential leveling
 AL7484.and adjusted by the National Geodetic Survey in June 1991..
 AL7484
 AL7484.This Tidal Bench Mark is designated as VM 7629
 AL7484.by the Center for Operational Oceanographic Products and Services.
 AL7484
 AL7484.The geoid height was determined by GEOID03.
 AL7484
 AL7484.The dynamic height is computed by dividing the NAVD 88
 AL7484.geopotential number by the normal gravity value computed on the
 AL7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7484.degrees latitude (g = 980.6199 gals.).
 AL7484
 AL7484.The modeled gravity was interpolated from observed gravity values.
 AL7484
 AL7484;                    North         East    Units  Estimated Accuracy
 AL7484;SPC FL W     -   417,940.      123,460.      MT  (+/- 180 meters Scaled)
 AL7484
 AL7484                          SUPERSEDED SURVEY CONTROL
 AL7484
 AL7484.No superseded survey control is available for this station.
 AL7484
 AL7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM252099(NAD 83)
 AL7484_MARKER: DJ = TIDAL STATION DISK
 AL7484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7484_SP_SET: COPPER-CLAD STEEL ROD
 AL7484_STAMPING: NO 2 1975
 AL7484_MARK LOGO: NOS   
 AL7484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7484
 AL7484  HISTORY     - Date     Condition        Report By
 AL7484  HISTORY     - 1975     MONUMENTED       NOS
 AL7484  HISTORY     - 1983     GOOD             FLDNR
 AL7484  HISTORY     - 19930429 GOOD             USPSQD
 AL7484
 AL7484                          STATION DESCRIPTION
 AL7484
 AL7484'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7484'3.05 MI SW FROM TARPON SPRINGS.
 AL7484'BEGIN AT THE TARPON SPRINGS HOSPITAL, GO 2.45 MILES SOUTHERLY ON U.S.
 AL7484'ALTERNATE 19 TO DESOTO BOULEVARD, GO 0.1 MILE NORTH ON DESOTO
 AL7484'BOULEVARD TO OCEANVIEW AVENUE, GO 0.4 MILE WEST ON OCEANVIEW AVENUE TO
 AL7484'PHILLIPS WAY, GO 0.1 MILE NORTH ON PHILLIPS WAY TO HOUSE 117 AND THE
 AL7484'MARK.  THE MARK BEARS 21 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 AL7484'PHILLIPS WAY, 57 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE 117,
 AL7484'44.5 FEET WEST OF THE NORTHWEST CORNER OF HOUSE 115, AND 2.2. FEET
 AL7484'EAST OF POWER POLE 117.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD
 AL7484'FLUSH WITH THE GROUND.
 AL7484
 AL7484                          STATION RECOVERY (1993)
 AL7484
 AL7484'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7483 ***********************************************************************
 AL7483  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7483  DESIGNATION -  872 6853 TIDAL 3
 AL7483  PID         -  AL7483
 AL7483  STATE/COUNTY-  FL/PINELLAS
 AL7483  USGS QUAD   -  DUNEDIN (1987)
 AL7483
 AL7483                         *CURRENT SURVEY CONTROL
 AL7483  ___________________________________________________________________
 AL7483* NAD 83(1986)-  28 06 04.     (N)    082 46 27.     (W)     SCALED    
 AL7483* NAVD 88     -         1.825  (meters)       5.99   (feet)  ADJUSTED  
 AL7483  ___________________________________________________________________
 AL7483  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AL7483  DYNAMIC HT  -           1.823 (meters)       5.98  (feet)  COMP
 AL7483  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 AL7483
 AL7483  VERT ORDER  -  SECOND    CLASS I
 AL7483
 AL7483.The horizontal coordinates were scaled from a topographic map and have
 AL7483.an estimated accuracy of +/- 6 seconds.
 AL7483
 AL7483.The orthometric height was determined by differential leveling
 AL7483.and adjusted by the National Geodetic Survey in June 1991..
 AL7483
 AL7483.This Tidal Bench Mark is designated as VM 7630
 AL7483.by the Center for Operational Oceanographic Products and Services.
 AL7483
 AL7483.The geoid height was determined by GEOID03.
 AL7483
 AL7483.The dynamic height is computed by dividing the NAVD 88
 AL7483.geopotential number by the normal gravity value computed on the
 AL7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7483.degrees latitude (g = 980.6199 gals.).
 AL7483
 AL7483.The modeled gravity was interpolated from observed gravity values.
 AL7483
 AL7483;                    North         East    Units  Estimated Accuracy
 AL7483;SPC FL W     -   417,660.      123,930.      MT  (+/- 180 meters Scaled)
 AL7483
 AL7483                          SUPERSEDED SURVEY CONTROL
 AL7483
 AL7483.No superseded survey control is available for this station.
 AL7483
 AL7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM257096(NAD 83)
 AL7483_MARKER: DJ = TIDAL STATION DISK
 AL7483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7483_SP_SET: COPPER-CLAD STEEL ROD
 AL7483_STAMPING: NO 3 1975
 AL7483_MARK LOGO: NOS   
 AL7483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7483
 AL7483  HISTORY     - Date     Condition        Report By
 AL7483  HISTORY     - 1975     MONUMENTED       NOS
 AL7483  HISTORY     - 1983     GOOD             FLDNR
 AL7483  HISTORY     - 19930429 MARK NOT FOUND   USPSQD
 AL7483
 AL7483                          STATION DESCRIPTION
 AL7483
 AL7483'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7483'2.65 MI SOUTH FROM TARPON SPRINGS.
 AL7483'BEGIN AT THE TARPON SPRINGS HOSPITAL, GO 2.45 MILES SOUTH ON U.S.
 AL7483'ALTERNATE 19 TO DESOTO BOULEVARD, GO 0.1 MILE NORTH ON DESOTO
 AL7483'BOULEVARD TO OCEANVIEW AVENUE, GO 0.1 MILE WEST ON OCEANVIEW AVENUE TO
 AL7483'A RAILROAD CROSSING AND THE MARK.  THE MARK BEARS 18 FEET
 AL7483'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD CROSSING, 15.5
 AL7483'FEET NORTH OF THE CENTERLINE OF THE AVENUE, 39 FEET NORTH-NORTHWEST OF
 AL7483'POWER POLE 12A-4460R, AND 6.7 FEET SOUTH-SOUTHWEST OF A RAILROAD
 AL7483'SIGNAL LIGHT.  THE MARK IS SLIGHTLY BENT BUT IS STILL GOOD.  SET ON
 AL7483'THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7483
 AL7483                          STATION RECOVERY (1993)
 AL7483
 AL7483'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7482 ***********************************************************************
 AL7482  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7482  DESIGNATION -  872 6853 TIDAL 4
 AL7482  PID         -  AL7482
 AL7482  STATE/COUNTY-  FL/PINELLAS
 AL7482  USGS QUAD   -  DUNEDIN (1987)
 AL7482
 AL7482                         *CURRENT SURVEY CONTROL
 AL7482  ___________________________________________________________________
 AL7482* NAD 83(1986)-  28 06 03.     (N)    082 46 22.     (W)     SCALED    
 AL7482* NAVD 88     -         2.402  (meters)       7.88   (feet)  ADJUSTED  
 AL7482  ___________________________________________________________________
 AL7482  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AL7482  DYNAMIC HT  -           2.399 (meters)       7.87  (feet)  COMP
 AL7482  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 AL7482
 AL7482  VERT ORDER  -  SECOND    CLASS I
 AL7482
 AL7482.The horizontal coordinates were scaled from a topographic map and have
 AL7482.an estimated accuracy of +/- 6 seconds.
 AL7482
 AL7482.The orthometric height was determined by differential leveling
 AL7482.and adjusted by the National Geodetic Survey in June 1991..
 AL7482
 AL7482.This Tidal Bench Mark is designated as VM 7631
 AL7482.by the Center for Operational Oceanographic Products and Services.
 AL7482
 AL7482.The geoid height was determined by GEOID03.
 AL7482
 AL7482.The dynamic height is computed by dividing the NAVD 88
 AL7482.geopotential number by the normal gravity value computed on the
 AL7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7482.degrees latitude (g = 980.6199 gals.).
 AL7482
 AL7482.The modeled gravity was interpolated from observed gravity values.
 AL7482
 AL7482;                    North         East    Units  Estimated Accuracy
 AL7482;SPC FL W     -   417,620.      124,060.      MT  (+/- 180 meters Scaled)
 AL7482
 AL7482                          SUPERSEDED SURVEY CONTROL
 AL7482
 AL7482.No superseded survey control is available for this station.
 AL7482
 AL7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM258096(NAD 83)
 AL7482_MARKER: DJ = TIDAL STATION DISK
 AL7482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7482_SP_SET: COPPER-CLAD STEEL ROD
 AL7482_STAMPING: NO 4 1975
 AL7482_MARK LOGO: NOS   
 AL7482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7482
 AL7482  HISTORY     - Date     Condition        Report By
 AL7482  HISTORY     - 1975     MONUMENTED       NOS
 AL7482  HISTORY     - 1983     GOOD             FLDNR
 AL7482  HISTORY     - 19930429 GOOD             USPSQD
 AL7482
 AL7482                          STATION DESCRIPTION
 AL7482
 AL7482'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7482'2.55 MI SOUTH FROM TARPON SPRINGS.
 AL7482'BEGIN AT THE TARPON SPRINGS HOSPITAL, GO 2.45 MILES SOUTH ON U.S.
 AL7482'ALTERNATE 19 TO DESOTO BOULEVARD, GO 0.1 MILE NORTH ON DESOTO
 AL7482'BOULEVARD TO OCEANVIEW AVENUE AND THE MARK.  THE MARK BEARS 28.5 FEET
 AL7482'WEST OF THE CENTERLINE OF DESOTO BOULEVARD, 19.5 FEET SOUTH OF THE
 AL7482'CENTERLINE OF OCEANVIEW AVENUE, AND 3.5 FEET NORTH OF POWER POLE
 AL7482'101-4.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE
 AL7482'GROUND.
 AL7482
 AL7482                          STATION RECOVERY (1993)
 AL7482
 AL7482'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG)
 AL7482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7471 ***********************************************************************
 AL7471  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7471  DESIGNATION -  872 6892 TIDAL 1
 AL7471  PID         -  AL7471
 AL7471  STATE/COUNTY-  FL/PINELLAS
 AL7471  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7471
 AL7471                         *CURRENT SURVEY CONTROL
 AL7471  ___________________________________________________________________
 AL7471* NAD 83(1986)-  28 08 49.     (N)    082 45 29.     (W)     SCALED    
 AL7471* NAVD 88     -         1.093  (meters)       3.59   (feet)  ADJUSTED  
 AL7471  ___________________________________________________________________
 AL7471  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AL7471  DYNAMIC HT  -           1.091 (meters)       3.58  (feet)  COMP
 AL7471  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AL7471
 AL7471  VERT ORDER  -  SECOND    CLASS I
 AL7471
 AL7471.The horizontal coordinates were scaled from a topographic map and have
 AL7471.an estimated accuracy of +/- 6 seconds.
 AL7471
 AL7471.The orthometric height was determined by differential leveling
 AL7471.and adjusted by the National Geodetic Survey in June 1991..
 AL7471
 AL7471.This Tidal Bench Mark is designated as VM 7633
 AL7471.by the Center for Operational Oceanographic Products and Services.
 AL7471
 AL7471.The geoid height was determined by GEOID03.
 AL7471
 AL7471.The dynamic height is computed by dividing the NAVD 88
 AL7471.geopotential number by the normal gravity value computed on the
 AL7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7471.degrees latitude (g = 980.6199 gals.).
 AL7471
 AL7471.The modeled gravity was interpolated from observed gravity values.
 AL7471
 AL7471;                    North         East    Units  Estimated Accuracy
 AL7471;SPC FL W     -   422,730.      125,540.      MT  (+/- 180 meters Scaled)
 AL7471
 AL7471                          SUPERSEDED SURVEY CONTROL
 AL7471
 AL7471.No superseded survey control is available for this station.
 AL7471
 AL7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM273147(NAD 83)
 AL7471_MARKER: DJ = TIDAL STATION DISK
 AL7471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7471_SP_SET: BULKHEAD
 AL7471_STAMPING: NO 1 1975
 AL7471_MARK LOGO: NOS   
 AL7471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7471+STABILITY: SURFACE MOTION
 AL7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7471+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2005
 AL7471
 AL7471  HISTORY     - Date     Condition        Report By
 AL7471  HISTORY     - 1975     MONUMENTED       NOS
 AL7471  HISTORY     - 1983     GOOD             FLDNR
 AL7471  HISTORY     - 1988     GOOD             USPSQD
 AL7471  HISTORY     - 19950713 GOOD             USPSQD
 AL7471  HISTORY     - 20020420 GOOD             FLDEP
 AL7471  HISTORY     - 20050221 GOOD             USPSQD
 AL7471
 AL7471                          STATION DESCRIPTION
 AL7471
 AL7471'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7471'IN TARPON SPRINGS.
 AL7471'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7471'STATE ROAD 582 (TARPON AVENUE), GO 0.15 MILE WEST ON TARPON AVENUE TO
 AL7471'ITS END AND THE MARK.  THE MARK BEARS 49 FEET SOUTHWEST OF THE
 AL7471'SOUTHWEST CORNER OF THE STAIRS LEADING FROM THE ROAD TO SPRING BAYOU,
 AL7471'AND IS SET IN THE SOUTHEAST CORNER OF THE CONCRETE PIER.
 AL7471'THE MARK IS 1 FT ABOVE WALKWAY.
 AL7471
 AL7471                          STATION RECOVERY (1988)
 AL7471
 AL7471'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7471'RECOVERED IN GOOD CONDITION.
 AL7471
 AL7471                          STATION RECOVERY (1995)
 AL7471
 AL7471'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7471'RECOVERED IN GOOD CONDITION.
 AL7471
 AL7471                          STATION RECOVERY (2002)
 AL7471
 AL7471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7471'RECOVERED IN GOOD CONDITION.
 AL7471
 AL7471                          STATION RECOVERY (2005)
 AL7471
 AL7471'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7470 ***********************************************************************
 AL7470  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7470  DESIGNATION -  872 6892 TIDAL 2
 AL7470  PID         -  AL7470
 AL7470  STATE/COUNTY-  FL/PINELLAS
 AL7470  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7470
 AL7470                         *CURRENT SURVEY CONTROL
 AL7470  ___________________________________________________________________
 AL7470* NAD 83(1986)-  28 08 49.     (N)    082 45 29.     (W)     SCALED    
 AL7470* NAVD 88     -         3.595  (meters)      11.79   (feet)  ADJUSTED  
 AL7470  ___________________________________________________________________
 AL7470  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AL7470  DYNAMIC HT  -           3.590 (meters)      11.78  (feet)  COMP
 AL7470  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AL7470
 AL7470  VERT ORDER  -  SECOND    CLASS I
 AL7470
 AL7470.The horizontal coordinates were scaled from a topographic map and have
 AL7470.an estimated accuracy of +/- 6 seconds.
 AL7470
 AL7470.The orthometric height was determined by differential leveling
 AL7470.and adjusted by the National Geodetic Survey in August 2004..
 AL7470
 AL7470.This Tidal Bench Mark is designated as VM 7634
 AL7470.by the Center for Operational Oceanographic Products and Services.
 AL7470
 AL7470.The geoid height was determined by GEOID03.
 AL7470
 AL7470.The dynamic height is computed by dividing the NAVD 88
 AL7470.geopotential number by the normal gravity value computed on the
 AL7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7470.degrees latitude (g = 980.6199 gals.).
 AL7470
 AL7470.The modeled gravity was interpolated from observed gravity values.
 AL7470
 AL7470;                    North         East    Units  Estimated Accuracy
 AL7470;SPC FL W     -   422,730.      125,540.      MT  (+/- 180 meters Scaled)
 AL7470
 AL7470                          SUPERSEDED SURVEY CONTROL
 AL7470
 AL7470  NAVD 88 (06/15/91)    3.607  (m)           11.83   (f) UNKNOWN     2 1
 AL7470
 AL7470.Superseded values are not recommended for survey control.
 AL7470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7470.See file dsdata.txt to determine how the superseded data were derived.
 AL7470
 AL7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM273147(NAD 83)
 AL7470_MARKER: DJ = TIDAL STATION DISK
 AL7470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7470_SP_SET: MANHOLE COLLAR
 AL7470_STAMPING: NO 2 1975
 AL7470_MARK LOGO: NOS   
 AL7470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7470+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2005
 AL7470
 AL7470  HISTORY     - Date     Condition        Report By
 AL7470  HISTORY     - 1975     MONUMENTED       NOS
 AL7470  HISTORY     - 1983     GOOD             FLDNR
 AL7470  HISTORY     - 1988     GOOD             USPSQD
 AL7470  HISTORY     - 19950713 GOOD             USPSQD
 AL7470  HISTORY     - 20020420 GOOD             FLDEP
 AL7470  HISTORY     - 20050221 GOOD             USPSQD
 AL7470
 AL7470                          STATION DESCRIPTION
 AL7470
 AL7470'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7470'IN TARPON SPRINGS.
 AL7470'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7470'STATE ROAD 582 (TARPON AVENUE), GO 0.15 MILE WEST ON TARPON AVENUE TO
 AL7470'ITS END AND THE MARK.  THE MARK BEARS 15 FEET NORTH OF THE CENTERLINE
 AL7470'OF TARPON AVENUE, 40 FEET EAST OF THE CENTERLINE OF SPRING BOULEVARD,
 AL7470'AND 1 FOOT NORTHEAST OF THE CURB CORNER.
 AL7470'THE MARK IS 0.6 FT ABOVE ROAD.
 AL7470
 AL7470                          STATION RECOVERY (1988)
 AL7470
 AL7470'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7470'RECOVERED IN GOOD CONDITION.
 AL7470
 AL7470                          STATION RECOVERY (1995)
 AL7470
 AL7470'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7470'RECOVERED IN GOOD CONDITION.
 AL7470
 AL7470                          STATION RECOVERY (2002)
 AL7470
 AL7470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7470'RECOVERED IN GOOD CONDITION.
 AL7470
 AL7470                          STATION RECOVERY (2005)
 AL7470
 AL7470'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7469 ***********************************************************************
 AL7469  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7469  DESIGNATION -  872 6892 TIDAL 3
 AL7469  PID         -  AL7469
 AL7469  STATE/COUNTY-  FL/PINELLAS
 AL7469  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7469
 AL7469                         *CURRENT SURVEY CONTROL
 AL7469  ___________________________________________________________________
 AL7469* NAD 83(1986)-  28 08 49.     (N)    082 45 29.     (W)     SCALED    
 AL7469* NAVD 88     -         4.529  (meters)      14.86   (feet)  ADJUSTED  
 AL7469  ___________________________________________________________________
 AL7469  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AL7469  DYNAMIC HT  -           4.523 (meters)      14.84  (feet)  COMP
 AL7469  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AL7469
 AL7469  VERT ORDER  -  SECOND    CLASS I
 AL7469
 AL7469.The horizontal coordinates were scaled from a topographic map and have
 AL7469.an estimated accuracy of +/- 6 seconds.
 AL7469
 AL7469.The orthometric height was determined by differential leveling
 AL7469.and adjusted by the National Geodetic Survey in June 1991..
 AL7469
 AL7469.This Tidal Bench Mark is designated as VM 7635
 AL7469.by the Center for Operational Oceanographic Products and Services.
 AL7469
 AL7469.The geoid height was determined by GEOID03.
 AL7469
 AL7469.The dynamic height is computed by dividing the NAVD 88
 AL7469.geopotential number by the normal gravity value computed on the
 AL7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7469.degrees latitude (g = 980.6199 gals.).
 AL7469
 AL7469.The modeled gravity was interpolated from observed gravity values.
 AL7469
 AL7469;                    North         East    Units  Estimated Accuracy
 AL7469;SPC FL W     -   422,730.      125,540.      MT  (+/- 180 meters Scaled)
 AL7469
 AL7469                          SUPERSEDED SURVEY CONTROL
 AL7469
 AL7469.No superseded survey control is available for this station.
 AL7469
 AL7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM273147(NAD 83)
 AL7469_MARKER: DJ = TIDAL STATION DISK
 AL7469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7469_SP_SET: COPPER-CLAD STEEL ROD
 AL7469_STAMPING: NO 3 1975
 AL7469_MARK LOGO: NOS   
 AL7469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7469
 AL7469  HISTORY     - Date     Condition        Report By
 AL7469  HISTORY     - 1975     MONUMENTED       NOS
 AL7469  HISTORY     - 1983     GOOD             FLDNR
 AL7469  HISTORY     - 1988     GOOD             USPSQD
 AL7469  HISTORY     - 19950713 MARK NOT FOUND   USPSQD
 AL7469  HISTORY     - 20020420 MARK NOT FOUND   FLDEP
 AL7469  HISTORY     - 20050221 MARK NOT FOUND   USPSQD
 AL7469
 AL7469                          STATION DESCRIPTION
 AL7469
 AL7469'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7469'IN TARPON SPRINGS.
 AL7469'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7469'STATE ROAD 582 (TARPON AVENUE), GO 0.1 MILE WEST ON TARPON AVENUE TO
 AL7469'THE MARK.  THE MARK BEARS 2.3 FEET NORTH OF THE ROAD CURB, 1 FOOT
 AL7469'SOUTH OF POWER POLE 12A535, AND 255 FEET EAST OF THE CENTERLINE OF
 AL7469'SPRING BOULEVARD.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH
 AL7469'WITH THE GROUND.
 AL7469
 AL7469                          STATION RECOVERY (1988)
 AL7469
 AL7469'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7469'RECOVERED IN GOOD CONDITION.
 AL7469
 AL7469                          STATION RECOVERY (1995)
 AL7469
 AL7469'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7469'MARK NOT FOUND.
 AL7469
 AL7469                          STATION RECOVERY (2002)
 AL7469
 AL7469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7469'THE MARK WAS NOT FOUND, ALL THE PULLS FALL UNDER A SIDEWALK.
 AL7469
 AL7469                          STATION RECOVERY (2005)
 AL7469
 AL7469'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7380 ***********************************************************************
 AL7380  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7380  DESIGNATION -  872 6899 TIDAL 1
 AL7380  PID         -  AL7380
 AL7380  STATE/COUNTY-  FL/PINELLAS
 AL7380  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7380
 AL7380                         *CURRENT SURVEY CONTROL
 AL7380  ___________________________________________________________________
 AL7380* NAD 83(1986)-  28 09 01.     (N)    082 46 17.     (W)     SCALED    
 AL7380* NAVD 88     -         0.669  (meters)       2.19   (feet)  ADJUSTED  
 AL7380  ___________________________________________________________________
 AL7380  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AL7380  DYNAMIC HT  -           0.668 (meters)       2.19  (feet)  COMP
 AL7380  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 AL7380
 AL7380  VERT ORDER  -  SECOND    CLASS I
 AL7380
 AL7380.The horizontal coordinates were scaled from a topographic map and have
 AL7380.an estimated accuracy of +/- 6 seconds.
 AL7380
 AL7380.The orthometric height was determined by differential leveling
 AL7380.and adjusted by the National Geodetic Survey in June 1991..
 AL7380
 AL7380.This Tidal Bench Mark is designated as VM 7638
 AL7380.by the Center for Operational Oceanographic Products and Services.
 AL7380
 AL7380.The geoid height was determined by GEOID03.
 AL7380
 AL7380.The dynamic height is computed by dividing the NAVD 88
 AL7380.geopotential number by the normal gravity value computed on the
 AL7380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7380.degrees latitude (g = 980.6199 gals.).
 AL7380
 AL7380.The modeled gravity was interpolated from observed gravity values.
 AL7380
 AL7380;                    North         East    Units  Estimated Accuracy
 AL7380;SPC FL W     -   423,100.      124,230.      MT  (+/- 180 meters Scaled)
 AL7380
 AL7380                          SUPERSEDED SURVEY CONTROL
 AL7380
 AL7380.No superseded survey control is available for this station.
 AL7380
 AL7380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260151(NAD 83)
 AL7380_MARKER: DJ = TIDAL STATION DISK
 AL7380_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7380_SP_SET: CONCRETE DRAIN GUTTER
 AL7380_STAMPING: NO 1 1976
 AL7380_MARK LOGO: NOS   
 AL7380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7380+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AL7380
 AL7380  HISTORY     - Date     Condition        Report By
 AL7380  HISTORY     - 1976     MONUMENTED       NOS
 AL7380  HISTORY     - 1983     GOOD             FLDNR
 AL7380  HISTORY     - 1988     GOOD             USPSQD
 AL7380  HISTORY     - 19931209 GOOD             USPSQD
 AL7380  HISTORY     - 20050215 GOOD             USPSQD
 AL7380
 AL7380                          STATION DESCRIPTION
 AL7380
 AL7380'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7380'2.15 MI WEST FROM TARPON SPRINGS.
 AL7380'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7380'STATE ROAD 582 (TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON
 AL7380'TARPON AVENUE TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND
 AL7380'WEST ON SPRING BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO
 AL7380'0.3 MILE EAST ON SUNSET DRIVE TO BAYSHORE DRIVE AND THE MARK.  THE
 AL7380'MARK BEARS 13.5 FEET EAST OF THE CENTERLINE OF BAYSHORE DRIVE, 28 FEET
 AL7380'NORTH OF THE CENTERLINE OF SUNSET DRIVE, AND IS SET IN THE GUTTER AT
 AL7380'THE NORTHEAST CORNER OF THE INTERSECTION.
 AL7380
 AL7380                          STATION RECOVERY (1988)
 AL7380
 AL7380'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7380'RECOVERED IN GOOD CONDITION.
 AL7380
 AL7380                          STATION RECOVERY (1993)
 AL7380
 AL7380'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7380'RECOVERED IN GOOD CONDITION.
 AL7380
 AL7380                          STATION RECOVERY (2005)
 AL7380
 AL7380'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7379 ***********************************************************************
 AL7379  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7379  DESIGNATION -  872 6899 TIDAL 2
 AL7379  PID         -  AL7379
 AL7379  STATE/COUNTY-  FL/PINELLAS
 AL7379  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7379
 AL7379                         *CURRENT SURVEY CONTROL
 AL7379  ___________________________________________________________________
 AL7379* NAD 83(1986)-  28 09 01.     (N)    082 46 17.     (W)     SCALED    
 AL7379* NAVD 88     -         0.681  (meters)       2.23   (feet)  ADJUSTED  
 AL7379  ___________________________________________________________________
 AL7379  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AL7379  DYNAMIC HT  -           0.680 (meters)       2.23  (feet)  COMP
 AL7379  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 AL7379
 AL7379  VERT ORDER  -  SECOND    CLASS I
 AL7379
 AL7379.The horizontal coordinates were scaled from a topographic map and have
 AL7379.an estimated accuracy of +/- 6 seconds.
 AL7379
 AL7379.The orthometric height was determined by differential leveling
 AL7379.and adjusted by the National Geodetic Survey in June 1991..
 AL7379
 AL7379.This Tidal Bench Mark is designated as VM 16457
 AL7379.by the Center for Operational Oceanographic Products and Services.
 AL7379
 AL7379.The geoid height was determined by GEOID03.
 AL7379
 AL7379.The dynamic height is computed by dividing the NAVD 88
 AL7379.geopotential number by the normal gravity value computed on the
 AL7379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7379.degrees latitude (g = 980.6199 gals.).
 AL7379
 AL7379.The modeled gravity was interpolated from observed gravity values.
 AL7379
 AL7379;                    North         East    Units  Estimated Accuracy
 AL7379;SPC FL W     -   423,100.      124,230.      MT  (+/- 180 meters Scaled)
 AL7379
 AL7379                          SUPERSEDED SURVEY CONTROL
 AL7379
 AL7379.No superseded survey control is available for this station.
 AL7379
 AL7379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260151(NAD 83)
 AL7379_MARKER: DJ = TIDAL STATION DISK
 AL7379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7379_SP_SET: COPPER-CLAD STEEL ROD
 AL7379_STAMPING: NO 2 1976
 AL7379_MARK LOGO: NOS   
 AL7379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7379
 AL7379  HISTORY     - Date     Condition        Report By
 AL7379  HISTORY     - 1976     MONUMENTED       NOS
 AL7379  HISTORY     - 1983     GOOD             FLDNR
 AL7379  HISTORY     - 1988     GOOD             USPSQD
 AL7379  HISTORY     - 19931209 GOOD             USPSQD
 AL7379  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AL7379
 AL7379                          STATION DESCRIPTION
 AL7379
 AL7379'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7379'2.15 MI WEST FROM TARPON SPRINGS.
 AL7379'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7379'STATE ROAD 582 (TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON
 AL7379'TARPON AVENUE TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND
 AL7379'WEST ON SPRING BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO
 AL7379'0.3 MILE EAST ON SUNSET DRIVE TO BAYSHORE DRIVE AND THE MARK.  THE
 AL7379'MARK BEARS 15 FEET SOUTH OF THE CENTERLINE OF SUNSET DRIVE, 35 FEET
 AL7379'WEST OF THE CENTERLINE OF BAYSHORE DRIVE, AND 2 FEET WEST OF A STOP
 AL7379'SIGN.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE
 AL7379'GROUND.
 AL7379
 AL7379                          STATION RECOVERY (1988)
 AL7379
 AL7379'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7379'RECOVERED IN GOOD CONDITION.
 AL7379
 AL7379                          STATION RECOVERY (1993)
 AL7379
 AL7379'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7379'RECOVERED IN GOOD CONDITION.
 AL7379
 AL7379                          STATION RECOVERY (2005)
 AL7379
 AL7379'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7378 ***********************************************************************
 AL7378  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7378  DESIGNATION -  872 6899 TIDAL 3
 AL7378  PID         -  AL7378
 AL7378  STATE/COUNTY-  FL/PINELLAS
 AL7378  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7378
 AL7378                         *CURRENT SURVEY CONTROL
 AL7378  ___________________________________________________________________
 AL7378* NAD 83(1986)-  28 09 01.     (N)    082 46 17.     (W)     SCALED    
 AL7378* NAVD 88     -         0.860  (meters)       2.82   (feet)  ADJUSTED  
 AL7378  ___________________________________________________________________
 AL7378  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AL7378  DYNAMIC HT  -           0.859 (meters)       2.82  (feet)  COMP
 AL7378  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 AL7378
 AL7378  VERT ORDER  -  SECOND    CLASS I
 AL7378
 AL7378.The horizontal coordinates were scaled from a topographic map and have
 AL7378.an estimated accuracy of +/- 6 seconds.
 AL7378
 AL7378.The orthometric height was determined by differential leveling
 AL7378.and adjusted by the National Geodetic Survey in June 1991..
 AL7378
 AL7378.This Tidal Bench Mark is designated as VM 7639
 AL7378.by the Center for Operational Oceanographic Products and Services.
 AL7378
 AL7378.The geoid height was determined by GEOID03.
 AL7378
 AL7378.The dynamic height is computed by dividing the NAVD 88
 AL7378.geopotential number by the normal gravity value computed on the
 AL7378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7378.degrees latitude (g = 980.6199 gals.).
 AL7378
 AL7378.The modeled gravity was interpolated from observed gravity values.
 AL7378
 AL7378;                    North         East    Units  Estimated Accuracy
 AL7378;SPC FL W     -   423,100.      124,230.      MT  (+/- 180 meters Scaled)
 AL7378
 AL7378                          SUPERSEDED SURVEY CONTROL
 AL7378
 AL7378.No superseded survey control is available for this station.
 AL7378
 AL7378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260151(NAD 83)
 AL7378_MARKER: DJ = TIDAL STATION DISK
 AL7378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7378_SP_SET: COPPER-CLAD STEEL ROD
 AL7378_STAMPING: NO 3 1976
 AL7378_MARK LOGO: NOS   
 AL7378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7378+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AL7378
 AL7378  HISTORY     - Date     Condition        Report By
 AL7378  HISTORY     - 1976     MONUMENTED       NOS
 AL7378  HISTORY     - 1983     GOOD             FLDNR
 AL7378  HISTORY     - 1988     GOOD             USPSQD
 AL7378  HISTORY     - 19931209 GOOD             USPSQD
 AL7378  HISTORY     - 20050215 GOOD             USPSQD
 AL7378
 AL7378                          STATION DESCRIPTION
 AL7378
 AL7378'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7378'2.1 MI WEST FROM TARPON SPRINGS.
 AL7378'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7378'STATE ROAD 582 (TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON
 AL7378'TARPON AVENUE TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND
 AL7378'WEST ON SPRING BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO
 AL7378'0.25 MILE EAST ON SUNSET DRIVE TO THE MARK.  THE MARK BEARS 26 FEET
 AL7378'SOUTH OF THE CENTERLINE OF SUNSET DRIVE, 17 FEET EAST OF THE
 AL7378'CENTERLINE OF EUNICE DRIVE, 1.5 FEET WEST OF A POWER POLE, AND 2.5
 AL7378'FEET EAST OF A FIRE HYDRANT.  SET OF THE TOP OF A COPPER-CLAD STEEL
 AL7378'ROD PROJECTING 1 INCH ABOVE THE GROUND.
 AL7378
 AL7378                          STATION RECOVERY (1988)
 AL7378
 AL7378'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7378'RECOVERED IN GOOD CONDITION.
 AL7378
 AL7378                          STATION RECOVERY (1993)
 AL7378
 AL7378'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7378'RECOVERED IN GOOD CONDITION.
 AL7378
 AL7378                          STATION RECOVERY (2005)
 AL7378
 AL7378'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7377 ***********************************************************************
 AL7377  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7377  DESIGNATION -  872 6899 TIDAL 4
 AL7377  PID         -  AL7377
 AL7377  STATE/COUNTY-  FL/PINELLAS
 AL7377  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7377
 AL7377                         *CURRENT SURVEY CONTROL
 AL7377  ___________________________________________________________________
 AL7377* NAD 83(1986)-  28 09 01.     (N)    082 46 17.     (W)     SCALED    
 AL7377* NAVD 88     -         1.203  (meters)       3.95   (feet)  ADJUSTED  
 AL7377  ___________________________________________________________________
 AL7377  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AL7377  DYNAMIC HT  -           1.202 (meters)       3.94  (feet)  COMP
 AL7377  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 AL7377
 AL7377  VERT ORDER  -  SECOND    CLASS I
 AL7377
 AL7377.The horizontal coordinates were scaled from a topographic map and have
 AL7377.an estimated accuracy of +/- 6 seconds.
 AL7377
 AL7377.The orthometric height was determined by differential leveling
 AL7377.and adjusted by the National Geodetic Survey in June 1991..
 AL7377
 AL7377.This Tidal Bench Mark is designated as VM 7640
 AL7377.by the Center for Operational Oceanographic Products and Services.
 AL7377
 AL7377.The geoid height was determined by GEOID03.
 AL7377
 AL7377.The dynamic height is computed by dividing the NAVD 88
 AL7377.geopotential number by the normal gravity value computed on the
 AL7377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7377.degrees latitude (g = 980.6199 gals.).
 AL7377
 AL7377.The modeled gravity was interpolated from observed gravity values.
 AL7377
 AL7377;                    North         East    Units  Estimated Accuracy
 AL7377;SPC FL W     -   423,100.      124,230.      MT  (+/- 180 meters Scaled)
 AL7377
 AL7377                          SUPERSEDED SURVEY CONTROL
 AL7377
 AL7377.No superseded survey control is available for this station.
 AL7377
 AL7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260151(NAD 83)
 AL7377_MARKER: DJ = TIDAL STATION DISK
 AL7377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7377_SP_SET: CONCRETE MANHOLE COLLAR
 AL7377_STAMPING: NO 4 1976
 AL7377_MARK LOGO: NOS   
 AL7377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7377
 AL7377  HISTORY     - Date     Condition        Report By
 AL7377  HISTORY     - 1976     MONUMENTED       NOS
 AL7377  HISTORY     - 1983     GOOD             FLDNR
 AL7377  HISTORY     - 1988     GOOD             USPSQD
 AL7377  HISTORY     - 19931209 GOOD             USPSQD
 AL7377  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AL7377
 AL7377                          STATION DESCRIPTION
 AL7377
 AL7377'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7377'2.1 MI WEST FROM TARPON SPRINGS.
 AL7377'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7377'STATE ROAD 582 (TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON
 AL7377'TARPON AVENUE TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND
 AL7377'WEST ON SPRING BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO
 AL7377'0.25 MILE EAST ON SUNSET DRIVE TO THE MARK.  THE MARK BEARS 24 FEET
 AL7377'SOUTH OF THE CENTERLINE OF SUNSET DRIVE, AND 16 FEET WEST OF THE
 AL7377'CENTERLINE OF EUNICE DRIVE.
 AL7377
 AL7377                          STATION RECOVERY (1988)
 AL7377
 AL7377'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7377'RECOVERED IN GOOD CONDITION.
 AL7377
 AL7377                          STATION RECOVERY (1993)
 AL7377
 AL7377'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7377'RECOVERED IN GOOD CONDITION.
 AL7377
 AL7377                          STATION RECOVERY (2005)
 AL7377
 AL7377'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7377'NO MARK FOUND ON OR NEAR DRAIN COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7376 ***********************************************************************
 AL7376  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7376  DESIGNATION -  872 6899 TIDAL 5
 AL7376  PID         -  AL7376
 AL7376  STATE/COUNTY-  FL/PINELLAS
 AL7376  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7376
 AL7376                         *CURRENT SURVEY CONTROL
 AL7376  ___________________________________________________________________
 AL7376* NAD 83(1986)-  28 09 01.     (N)    082 46 17.     (W)     SCALED    
 AL7376* NAVD 88     -         1.682  (meters)       5.52   (feet)  ADJUSTED  
 AL7376  ___________________________________________________________________
 AL7376  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AL7376  DYNAMIC HT  -           1.679 (meters)       5.51  (feet)  COMP
 AL7376  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 AL7376
 AL7376  VERT ORDER  -  SECOND    CLASS I
 AL7376
 AL7376.The horizontal coordinates were scaled from a topographic map and have
 AL7376.an estimated accuracy of +/- 6 seconds.
 AL7376
 AL7376.The orthometric height was determined by differential leveling
 AL7376.and adjusted by the National Geodetic Survey in June 1991..
 AL7376
 AL7376.This Tidal Bench Mark is designated as VM 7641
 AL7376.by the Center for Operational Oceanographic Products and Services.
 AL7376
 AL7376.The geoid height was determined by GEOID03.
 AL7376
 AL7376.The dynamic height is computed by dividing the NAVD 88
 AL7376.geopotential number by the normal gravity value computed on the
 AL7376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7376.degrees latitude (g = 980.6199 gals.).
 AL7376
 AL7376.The modeled gravity was interpolated from observed gravity values.
 AL7376
 AL7376;                    North         East    Units  Estimated Accuracy
 AL7376;SPC FL W     -   423,100.      124,230.      MT  (+/- 180 meters Scaled)
 AL7376
 AL7376                          SUPERSEDED SURVEY CONTROL
 AL7376
 AL7376.No superseded survey control is available for this station.
 AL7376
 AL7376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260151(NAD 83)
 AL7376_MARKER: DJ = TIDAL STATION DISK
 AL7376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7376_SP_SET: COPPER-CLAD STEEL ROD
 AL7376_STAMPING: NO 5 1976
 AL7376_MARK LOGO: NOS   
 AL7376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7376
 AL7376  HISTORY     - Date     Condition        Report By
 AL7376  HISTORY     - 1976     MONUMENTED       NOS
 AL7376  HISTORY     - 1983     GOOD             FLDNR
 AL7376  HISTORY     - 1988     GOOD             USPSQD
 AL7376  HISTORY     - 19931209 GOOD             USPSQD
 AL7376
 AL7376                          STATION DESCRIPTION
 AL7376
 AL7376'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7376'2.05 MI WEST FROM TARPON SPRINGS.
 AL7376'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND
 AL7376'STATE ROAD 582 (TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON
 AL7376'TARPON AVENUE TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND
 AL7376'WEST ON SPRING BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO
 AL7376'0.2 MILE EAST ON SUNSET DRIVE TO THE MARK.  THE MARK BEARS 26.5 FEET
 AL7376'SOUTH OF THE CENTERLINE OF SUNSET DRIVE, 1 FOOT WEST OF A POWER POLE,
 AL7376'AND ABOUT 315 FEET WEST OF THE JUNCTION OF EUNICE DRIVE.  SET ON THE
 AL7376'TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7376
 AL7376                          STATION RECOVERY (1988)
 AL7376
 AL7376'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7376'RECOVERED IN GOOD CONDITION.
 AL7376
 AL7376                          STATION RECOVERY (1993)
 AL7376
 AL7376'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5380 ***********************************************************************
 DG5380  DESIGNATION -  872 6903 A TIDAL
 DG5380  PID         -  DG5380
 DG5380  STATE/COUNTY-  FL/PINELLAS
 DG5380  USGS QUAD   -  TARPON SPRINGS (1995)
 DG5380
 DG5380                         *CURRENT SURVEY CONTROL
 DG5380  ___________________________________________________________________
 DG5380* NAD 83(1986)-  28 09 19.     (N)    082 45 29.     (W)     SCALED    
 DG5380* NAVD 88     -         0.929  (meters)       3.05   (feet)  ADJUSTED  
 DG5380  ___________________________________________________________________
 DG5380  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DG5380  DYNAMIC HT  -           0.928 (meters)       3.04  (feet)  COMP
 DG5380  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 DG5380
 DG5380  VERT ORDER  -  SECOND    CLASS I
 DG5380
 DG5380.The horizontal coordinates were scaled from a topographic map and have
 DG5380.an estimated accuracy of +/- 6 seconds.
 DG5380
 DG5380.The orthometric height was determined by differential leveling
 DG5380.and adjusted by the National Geodetic Survey in August 2004..
 DG5380.No vertical observational check was made to the station.
 DG5380
 DG5380.The geoid height was determined by GEOID03.
 DG5380
 DG5380.The dynamic height is computed by dividing the NAVD 88
 DG5380.geopotential number by the normal gravity value computed on the
 DG5380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5380.degrees latitude (g = 980.6199 gals.).
 DG5380
 DG5380.The modeled gravity was interpolated from observed gravity values.
 DG5380
 DG5380;                    North         East    Units  Estimated Accuracy
 DG5380;SPC FL W     -   423,650.      125,550.      MT  (+/- 180 meters Scaled)
 DG5380
 DG5380                          SUPERSEDED SURVEY CONTROL
 DG5380
 DG5380.No superseded survey control is available for this station.
 DG5380
 DG5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM273156(NAD 83)
 DG5380_MARKER: DD = SURVEY DISK
 DG5380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG5380_SP_SET: MANHOLE COLLAR
 DG5380_STAMPING: 6903 A 2002
 DG5380_MARK LOGO: FLDEP 
 DG5380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5380+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 DG5380
 DG5380  HISTORY     - Date     Condition        Report By
 DG5380  HISTORY     - 20020420 MONUMENTED       FLDEP
 DG5380
 DG5380                          STATION DESCRIPTION
 DG5380
 DG5380'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5380'THE MARK IS ABOUT 4.3 MI SOUTH-SOUTHWEST HOLIDAY, 0.8 MI NORTH OF
 DG5380'TARPON SPRINGS, IN  SECTION 12, TOWNSHIP 27 SOUTH, RANGE 15 EAST.
 DG5380' 
 DG5380'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (SOUTH PINELLAS
 DG5380'AVENUE) AND U.S.  ALTERNATE HIGHWAY 19 (PINELLAS AVENUE) IN HOLIDAY,
 DG5380'GO SOUTHWESTERLY ON U.S. ALTERNATE  HIGHWAY 19 (PINELLAS AVENUE) FOR
 DG5380'2.25 MI TO THE JUNCTION OF DODECANESE BOULEVARD ON THE  RIGHT, TURN
 DG5380'RIGHT ON DODECANESE BOULEVARD AND GO WEST FOR 0.05 MI TO THE JUNCTION
 DG5380'OF  ARFARMAS BOULEVARD ON THE LEFT AND THE MARK ON THE LEFT, ACROSS
 DG5380'FROM THE TARPON  SPRINGS CITY MARINA, SET FLUSH IN THE TOP OF THE EAST
 DG5380'SIDE OF THE MANHOLE COLLAR.
 DG5380' 
 DG5380'LOCATED 29.9 FT SOUTHEAST OF THE CENTERLINE OF DODECANESE BOULEVARD,
 DG5380'20.0 FT EAST OF  THE APPROXIMATE CENTERLINE OF ARFARMAS BOULEVARD, 7.5
 DG5380'FT SOUTH-SOUTHWEST OF A FIRE  HYDRANT AND 0.7 FT WEST OF THE EAST END
 DG5380'OF THE MANHOLE COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5384 ***********************************************************************
 DG5384  DESIGNATION -  872 6903 B TIDAL
 DG5384  PID         -  DG5384
 DG5384  STATE/COUNTY-  FL/PINELLAS
 DG5384  USGS QUAD   -  TARPON SPRINGS (1995)
 DG5384
 DG5384                         *CURRENT SURVEY CONTROL
 DG5384  ___________________________________________________________________
 DG5384* NAD 83(1986)-  28 09 20.     (N)    082 45 27.     (W)     SCALED    
 DG5384* NAVD 88     -         1.222  (meters)       4.01   (feet)  ADJUSTED  
 DG5384  ___________________________________________________________________
 DG5384  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DG5384  DYNAMIC HT  -           1.220 (meters)       4.00  (feet)  COMP
 DG5384  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 DG5384
 DG5384  VERT ORDER  -  SECOND    CLASS I
 DG5384
 DG5384.The horizontal coordinates were scaled from a topographic map and have
 DG5384.an estimated accuracy of +/- 6 seconds.
 DG5384
 DG5384.The orthometric height was determined by differential leveling
 DG5384.and adjusted by the National Geodetic Survey in August 2004..
 DG5384.No vertical observational check was made to the station.
 DG5384
 DG5384.The geoid height was determined by GEOID03.
 DG5384
 DG5384.The dynamic height is computed by dividing the NAVD 88
 DG5384.geopotential number by the normal gravity value computed on the
 DG5384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5384.degrees latitude (g = 980.6199 gals.).
 DG5384
 DG5384.The modeled gravity was interpolated from observed gravity values.
 DG5384
 DG5384;                    North         East    Units  Estimated Accuracy
 DG5384;SPC FL W     -   423,680.      125,600.      MT  (+/- 180 meters Scaled)
 DG5384
 DG5384                          SUPERSEDED SURVEY CONTROL
 DG5384
 DG5384.No superseded survey control is available for this station.
 DG5384
 DG5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM274156(NAD 83)
 DG5384_MARKER: DD = SURVEY DISK
 DG5384_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5384+WITH SETTING: PAVEMENT
 DG5384_SP_SET: BULKHEAD
 DG5384_STAMPING: 6903 B 2002
 DG5384_MARK LOGO: FLDEP 
 DG5384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5384+STABILITY: SURFACE MOTION
 DG5384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5384+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 DG5384
 DG5384  HISTORY     - Date     Condition        Report By
 DG5384  HISTORY     - 20020420 MONUMENTED       FLDEP
 DG5384
 DG5384                          STATION DESCRIPTION
 DG5384
 DG5384'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5384'THE MARK IS ABOUT 4.3 MI SOUTH-SOUTHWEST OF HOLIDAY, 0.8 MI NORTH OF
 DG5384'TARPON SPRINGS, IN  SECTION 12, TOWNSHIP 27 SOUTH, RANGE 15 EAST.
 DG5384' 
 DG5384'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (SOUTH PINELLAS
 DG5384'AVENUE) AND U.S.  ALTERNATE HIGHWAY 19 (PINELLAS AVENUE) IN HOLIDAY,
 DG5384'GO SOUTHWESTERLY ON U.S. ALTERNATE  HIGHWAY 19 (PINELLAS AVENUE) FOR
 DG5384'2.25 MI TO THE JUNCTION OF DODECANESE BOULEVARD ON  THE RIGHT, TURN
 DG5384'RIGHT ON DODECANESE BOULEVARD AND GO WEST FOR 0.05 MI TO THE TARPON
 DG5384'SPRINGS CITY MARINA ON THE RIGHT AND THE MARK ON THE RIGHT, SET FLUSH
 DG5384'IN THE TOP OF THE  NORTHEAST END OF THE CONCRETE BULKHEAD ON THE EAST
 DG5384'SIDE OF THE TARPON SPRINGS CITY  MARINA.
 DG5384' 
 DG5384'LOCATED 75.0 FT NORTH OF THE CENTERLINE OF DODECANESE BOULEVARD, 22.2
 DG5384'FT SOUTHWEST OF  THE SOUTHWEST 12-INCH SQUARE POST OF THE RIVERSIDE
 DG5384'RESTAURANT, 4.4 FT NORTH OF THE  SOUTH END OF A 4.0 FT TALL WALL, 2.7
 DG5384'FT EAST OF THE APPROXIMATE CENTER OF A WALKWAY  LEADING NORTH TO THE
 DG5384'WATER AND 1.4 FT WEST OF THE 4.0 FT TALL WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5381 ***********************************************************************
 DG5381  DESIGNATION -  872 6903 C TIDAL
 DG5381  PID         -  DG5381
 DG5381  STATE/COUNTY-  FL/PINELLAS
 DG5381  USGS QUAD   -  TARPON SPRINGS (1995)
 DG5381
 DG5381                         *CURRENT SURVEY CONTROL
 DG5381  ___________________________________________________________________
 DG5381* NAD 83(1986)-  28 09 25.     (N)    082 45 25.     (W)     SCALED    
 DG5381* NAVD 88     -         3.231  (meters)      10.60   (feet)  ADJUSTED  
 DG5381  ___________________________________________________________________
 DG5381  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DG5381  DYNAMIC HT  -           3.226 (meters)      10.58  (feet)  COMP
 DG5381  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 DG5381
 DG5381  VERT ORDER  -  SECOND    CLASS I
 DG5381
 DG5381.The horizontal coordinates were scaled from a topographic map and have
 DG5381.an estimated accuracy of +/- 6 seconds.
 DG5381
 DG5381.The orthometric height was determined by differential leveling
 DG5381.and adjusted by the National Geodetic Survey in August 2004..
 DG5381.No vertical observational check was made to the station.
 DG5381
 DG5381.The geoid height was determined by GEOID03.
 DG5381
 DG5381.The dynamic height is computed by dividing the NAVD 88
 DG5381.geopotential number by the normal gravity value computed on the
 DG5381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5381.degrees latitude (g = 980.6199 gals.).
 DG5381
 DG5381.The modeled gravity was interpolated from observed gravity values.
 DG5381
 DG5381;                    North         East    Units  Estimated Accuracy
 DG5381;SPC FL W     -   423,830.      125,660.      MT  (+/- 180 meters Scaled)
 DG5381
 DG5381                          SUPERSEDED SURVEY CONTROL
 DG5381
 DG5381.No superseded survey control is available for this station.
 DG5381
 DG5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM274158(NAD 83)
 DG5381_MARKER: DD = SURVEY DISK
 DG5381_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5381_SP_SET: BRIDGE ABUTMENT
 DG5381_STAMPING: 6903 C 2002
 DG5381_MARK LOGO: FLDEP 
 DG5381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5381+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 DG5381
 DG5381  HISTORY     - Date     Condition        Report By
 DG5381  HISTORY     - 20020420 MONUMENTED       FLDEP
 DG5381
 DG5381                          STATION DESCRIPTION
 DG5381
 DG5381'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5381'THE MARK IS ABOUT 4.2 MI SOUTH-SOUTHWEST OF HOLIDAY, 0.9 MI NORTH OF
 DG5381'TARPON SPRINGS, IN  SECTION 12, TOWNSHIP 27 SOUTH, RANGE 15 EAST.
 DG5381' 
 DG5381'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (SOUTH PINELLAS
 DG5381'AVENUE) AND U.S.  ALTERNATE HIGHWAY 19 (PINELLAS AVENUE) IN HOLIDAY,
 DG5381'GO SOUTHWESTERLY ON U.S. ALTERNATE  HIGHWAY 19 (PINELLAS AVENUE) FOR
 DG5381'2.1 MI TO THE SOUTH END OF THE BRIDGE SPANNING THE  ANCLOTE RIVER AND
 DG5381'THE MARK ON THE RIGHT, SET FLUSH IN THE SOUTHWEST BRIDGE ABUTMENT  2.8
 DG5381'FT BELOW THE LEVEL OF THE U.S. ALTERNATE HIGHWAY 19.
 DG5381' 
 DG5381'LOCATED 20.9 FT WEST OF THE CENTERLINE OF THE U.S. ALTERNATE HIGHWAY
 DG5381'19, 2.2 FT SOUTHEAST  OF THE NORTHWEST CORNER OF THE ABUTMENT AND 1.5
 DG5381'FT WEST OF THE WEST FACE OF THE  BRIDGE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7386 ***********************************************************************
 AL7386  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7386  DESIGNATION -  872 6904 TIDAL 1
 AL7386  PID         -  AL7386
 AL7386  STATE/COUNTY-  FL/PINELLAS
 AL7386  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7386
 AL7386                         *CURRENT SURVEY CONTROL
 AL7386  ___________________________________________________________________
 AL7386* NAD 83(1986)-  28 09 13.     (N)    082 48 02.     (W)     SCALED    
 AL7386* NAVD 88     -         0.996  (meters)       3.27   (feet)  ADJUSTED  
 AL7386  ___________________________________________________________________
 AL7386  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AL7386  DYNAMIC HT  -           0.994 (meters)       3.26  (feet)  COMP
 AL7386  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AL7386
 AL7386  VERT ORDER  -  SECOND    CLASS I
 AL7386
 AL7386.The horizontal coordinates were scaled from a topographic map and have
 AL7386.an estimated accuracy of +/- 6 seconds.
 AL7386
 AL7386.The orthometric height was determined by differential leveling
 AL7386.and adjusted by the National Geodetic Survey in June 1991..
 AL7386
 AL7386.This Tidal Bench Mark is designated as VM 7642
 AL7386.by the Center for Operational Oceanographic Products and Services.
 AL7386
 AL7386.The geoid height was determined by GEOID03.
 AL7386
 AL7386.The dynamic height is computed by dividing the NAVD 88
 AL7386.geopotential number by the normal gravity value computed on the
 AL7386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7386.degrees latitude (g = 980.6199 gals.).
 AL7386
 AL7386.The modeled gravity was interpolated from observed gravity values.
 AL7386
 AL7386;                    North         East    Units  Estimated Accuracy
 AL7386;SPC FL W     -   423,490.      121,370.      MT  (+/- 180 meters Scaled)
 AL7386
 AL7386                          SUPERSEDED SURVEY CONTROL
 AL7386
 AL7386.No superseded survey control is available for this station.
 AL7386
 AL7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83)
 AL7386_MARKER: DJ = TIDAL STATION DISK
 AL7386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7386_SP_SET: CONCRETE BRIDGE BULKHEAD
 AL7386_STAMPING: NO 1 1975
 AL7386_MARK LOGO: NOS   
 AL7386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7386+STABILITY: SURFACE MOTION
 AL7386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7386+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AL7386
 AL7386  HISTORY     - Date     Condition        Report By
 AL7386  HISTORY     - 1975     MONUMENTED       NOS
 AL7386  HISTORY     - 1983     GOOD             FLDNR
 AL7386  HISTORY     - 1988     GOOD             USPSQD
 AL7386  HISTORY     - 19931209 GOOD             USPSQD
 AL7386  HISTORY     - 19960317 GOOD             USPSQD
 AL7386  HISTORY     - 20050322 GOOD             USPSQD
 AL7386
 AL7386                          STATION DESCRIPTION
 AL7386
 AL7386'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7386'3.4 MI NW FROM TARPON SPRINGS.
 AL7386'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582
 AL7386'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE
 AL7386'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING
 AL7386'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON
 AL7386'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES
 AL7386'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE
 AL7386'MARK.  THE MARK BEARS 19 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AL7386'OF THE BRIDGE AND 14.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AL7386'BULKHEAD.
 AL7386'THE MARK IS 3 FT BELOW ROAD.
 AL7386
 AL7386                          STATION RECOVERY (1988)
 AL7386
 AL7386'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7386'RECOVERED IN GOOD CONDITION.
 AL7386
 AL7386                          STATION RECOVERY (1993)
 AL7386
 AL7386'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7386'RECOVERED IN GOOD CONDITION.
 AL7386
 AL7386                          STATION RECOVERY (1996)
 AL7386
 AL7386'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7386'RECOVERED IN GOOD CONDITION.
 AL7386
 AL7386                          STATION RECOVERY (2005)
 AL7386
 AL7386'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7385 ***********************************************************************
 AL7385  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7385  DESIGNATION -  872 6904 TIDAL 2
 AL7385  PID         -  AL7385
 AL7385  STATE/COUNTY-  FL/PINELLAS
 AL7385  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7385
 AL7385                         *CURRENT SURVEY CONTROL
 AL7385  ___________________________________________________________________
 AL7385* NAD 83(1986)-  28 09 13.     (N)    082 48 02.     (W)     SCALED    
 AL7385* NAVD 88     -         2.772  (meters)       9.09   (feet)  ADJUSTED  
 AL7385  ___________________________________________________________________
 AL7385  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AL7385  DYNAMIC HT  -           2.768 (meters)       9.08  (feet)  COMP
 AL7385  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AL7385
 AL7385  VERT ORDER  -  SECOND    CLASS I
 AL7385
 AL7385.The horizontal coordinates were scaled from a topographic map and have
 AL7385.an estimated accuracy of +/- 6 seconds.
 AL7385
 AL7385.The orthometric height was determined by differential leveling
 AL7385.and adjusted by the National Geodetic Survey in June 1991..
 AL7385
 AL7385.This Tidal Bench Mark is designated as VM 7643
 AL7385.by the Center for Operational Oceanographic Products and Services.
 AL7385
 AL7385.The geoid height was determined by GEOID03.
 AL7385
 AL7385.The dynamic height is computed by dividing the NAVD 88
 AL7385.geopotential number by the normal gravity value computed on the
 AL7385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7385.degrees latitude (g = 980.6199 gals.).
 AL7385
 AL7385.The modeled gravity was interpolated from observed gravity values.
 AL7385
 AL7385;                    North         East    Units  Estimated Accuracy
 AL7385;SPC FL W     -   423,490.      121,370.      MT  (+/- 180 meters Scaled)
 AL7385
 AL7385                          SUPERSEDED SURVEY CONTROL
 AL7385
 AL7385.No superseded survey control is available for this station.
 AL7385
 AL7385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83)
 AL7385_MARKER: DJ = TIDAL STATION DISK
 AL7385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7385_SP_SET: CONCRETE BRIDGE WALKWAY
 AL7385_STAMPING: NO 2 1975
 AL7385_MARK LOGO: NOS   
 AL7385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7385+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AL7385
 AL7385  HISTORY     - Date     Condition        Report By
 AL7385  HISTORY     - 1975     MONUMENTED       NOS
 AL7385  HISTORY     - 1983     GOOD             FLDNR
 AL7385  HISTORY     - 1988     GOOD             USPSQD
 AL7385  HISTORY     - 19931209 GOOD             USPSQD
 AL7385  HISTORY     - 19960317 GOOD             USPSQD
 AL7385  HISTORY     - 20050322 GOOD             USPSQD
 AL7385
 AL7385                          STATION DESCRIPTION
 AL7385
 AL7385'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7385'3.4 MI NW FROM TARPON SPRINGS.
 AL7385'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582
 AL7385'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE
 AL7385'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING
 AL7385'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON
 AL7385'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES
 AL7385'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE
 AL7385'MARK.  THE MARK BEARS 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 AL7385'FOOT EAST OF THE WEST END OF THE BRIDGE, AND 1 FOOT NORTH OF THE
 AL7385'BRIDGE RAILING.
 AL7385
 AL7385                          STATION RECOVERY (1988)
 AL7385
 AL7385'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7385'RECOVERED IN GOOD CONDITION.
 AL7385
 AL7385                          STATION RECOVERY (1993)
 AL7385
 AL7385'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7385'RECOVERED IN GOOD CONDITION.
 AL7385
 AL7385                          STATION RECOVERY (1996)
 AL7385
 AL7385'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7385'RECOVERED IN GOOD CONDITION.
 AL7385
 AL7385                          STATION RECOVERY (2005)
 AL7385
 AL7385'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7384 ***********************************************************************
 AL7384  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7384  DESIGNATION -  872 6904 TIDAL 3
 AL7384  PID         -  AL7384
 AL7384  STATE/COUNTY-  FL/PINELLAS
 AL7384  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7384
 AL7384                         *CURRENT SURVEY CONTROL
 AL7384  ___________________________________________________________________
 AL7384* NAD 83(1986)-  28 09 13.     (N)    082 48 02.     (W)     SCALED    
 AL7384* NAVD 88     -         2.539  (meters)       8.33   (feet)  ADJUSTED  
 AL7384  ___________________________________________________________________
 AL7384  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AL7384  DYNAMIC HT  -           2.535 (meters)       8.32  (feet)  COMP
 AL7384  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AL7384
 AL7384  VERT ORDER  -  SECOND    CLASS I
 AL7384
 AL7384.The horizontal coordinates were scaled from a topographic map and have
 AL7384.an estimated accuracy of +/- 6 seconds.
 AL7384
 AL7384.The orthometric height was determined by differential leveling
 AL7384.and adjusted by the National Geodetic Survey in June 1991..
 AL7384
 AL7384.This Tidal Bench Mark is designated as VM 7644
 AL7384.by the Center for Operational Oceanographic Products and Services.
 AL7384
 AL7384.The geoid height was determined by GEOID03.
 AL7384
 AL7384.The dynamic height is computed by dividing the NAVD 88
 AL7384.geopotential number by the normal gravity value computed on the
 AL7384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7384.degrees latitude (g = 980.6199 gals.).
 AL7384
 AL7384.The modeled gravity was interpolated from observed gravity values.
 AL7384
 AL7384;                    North         East    Units  Estimated Accuracy
 AL7384;SPC FL W     -   423,490.      121,370.      MT  (+/- 180 meters Scaled)
 AL7384
 AL7384                          SUPERSEDED SURVEY CONTROL
 AL7384
 AL7384.No superseded survey control is available for this station.
 AL7384
 AL7384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83)
 AL7384_MARKER: DJ = TIDAL STATION DISK
 AL7384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7384_SP_SET: CONCRETE BRIDGE WALKWAY
 AL7384_STAMPING: NO 3 1975
 AL7384_MARK LOGO: NOS   
 AL7384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7384+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AL7384
 AL7384  HISTORY     - Date     Condition        Report By
 AL7384  HISTORY     - 1975     MONUMENTED       NOS
 AL7384  HISTORY     - 1983     GOOD             FLDNR
 AL7384  HISTORY     - 1988     GOOD             USPSQD
 AL7384  HISTORY     - 19931209 GOOD             USPSQD
 AL7384  HISTORY     - 19960316 GOOD             USPSQD
 AL7384  HISTORY     - 20050322 GOOD             USPSQD
 AL7384
 AL7384                          STATION DESCRIPTION
 AL7384
 AL7384'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7384'3.4 MI NW FROM TARPON SPRINGS.
 AL7384'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582
 AL7384'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE
 AL7384'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING
 AL7384'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON
 AL7384'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES
 AL7384'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE
 AL7384'MARK.  THE MARK BEARS 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 AL7384'FOOT EAST OF THE WEST END OF THE BRIDGE, AND 1 FOOT SOUTH OF THE
 AL7384'BRIDGE RAILING.
 AL7384
 AL7384                          STATION RECOVERY (1988)
 AL7384
 AL7384'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7384'RECOVERED IN GOOD CONDITION.
 AL7384
 AL7384                          STATION RECOVERY (1993)
 AL7384
 AL7384'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7384'RECOVERED IN GOOD CONDITION.
 AL7384
 AL7384                          STATION RECOVERY (1996)
 AL7384
 AL7384'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7384'RECOVERED IN GOOD CONDITION.
 AL7384
 AL7384                          STATION RECOVERY (2005)
 AL7384
 AL7384'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7383 ***********************************************************************
 AL7383  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7383  DESIGNATION -  872 6904 TIDAL 4
 AL7383  PID         -  AL7383
 AL7383  STATE/COUNTY-  FL/PINELLAS
 AL7383  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7383
 AL7383                         *CURRENT SURVEY CONTROL
 AL7383  ___________________________________________________________________
 AL7383* NAD 83(1986)-  28 09 13.     (N)    082 48 01.     (W)     SCALED    
 AL7383* NAVD 88     -         0.705  (meters)       2.31   (feet)  ADJUSTED  
 AL7383  ___________________________________________________________________
 AL7383  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AL7383  DYNAMIC HT  -           0.704 (meters)       2.31  (feet)  COMP
 AL7383  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AL7383
 AL7383  VERT ORDER  -  SECOND    CLASS I
 AL7383
 AL7383.The horizontal coordinates were scaled from a topographic map and have
 AL7383.an estimated accuracy of +/- 6 seconds.
 AL7383
 AL7383.The orthometric height was determined by differential leveling
 AL7383.and adjusted by the National Geodetic Survey in June 1991..
 AL7383
 AL7383.This Tidal Bench Mark is designated as VM 7645
 AL7383.by the Center for Operational Oceanographic Products and Services.
 AL7383
 AL7383.The geoid height was determined by GEOID03.
 AL7383
 AL7383.The dynamic height is computed by dividing the NAVD 88
 AL7383.geopotential number by the normal gravity value computed on the
 AL7383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7383.degrees latitude (g = 980.6199 gals.).
 AL7383
 AL7383.The modeled gravity was interpolated from observed gravity values.
 AL7383
 AL7383;                    North         East    Units  Estimated Accuracy
 AL7383;SPC FL W     -   423,490.      121,400.      MT  (+/- 180 meters Scaled)
 AL7383
 AL7383                          SUPERSEDED SURVEY CONTROL
 AL7383
 AL7383.No superseded survey control is available for this station.
 AL7383
 AL7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83)
 AL7383_MARKER: DJ = TIDAL STATION DISK
 AL7383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7383_SP_SET: CONCRETE BRIDGE BULKHEAD
 AL7383_STAMPING: NO 4 1975
 AL7383_MARK LOGO: NOS   
 AL7383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7383+STABILITY: SURFACE MOTION
 AL7383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7383+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AL7383
 AL7383  HISTORY     - Date     Condition        Report By
 AL7383  HISTORY     - 1975     MONUMENTED       NOS
 AL7383  HISTORY     - 1983     GOOD             FLDNR
 AL7383  HISTORY     - 1988     GOOD             USPSQD
 AL7383  HISTORY     - 19931209 GOOD             USPSQD
 AL7383  HISTORY     - 19960316 GOOD             USPSQD
 AL7383  HISTORY     - 20050322 GOOD             USPSQD
 AL7383
 AL7383                          STATION DESCRIPTION
 AL7383
 AL7383'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7383'3.4 MI NW FROM TARPON SPRINGS.
 AL7383'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582
 AL7383'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE
 AL7383'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING
 AL7383'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON
 AL7383'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES
 AL7383'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE
 AL7383'MARK.  THE MARK BEARS 47.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AL7383'AND 1.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST BULKHEAD.
 AL7383'THE MARK IS 3 FT BELOW ROAD.
 AL7383
 AL7383                          STATION RECOVERY (1988)
 AL7383
 AL7383'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7383'RECOVERED IN GOOD CONDITION.
 AL7383
 AL7383                          STATION RECOVERY (1993)
 AL7383
 AL7383'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7383'RECOVERED IN GOOD CONDITION.
 AL7383
 AL7383                          STATION RECOVERY (1996)
 AL7383
 AL7383'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7383'RECOVERED IN GOOD CONDITION.
 AL7383
 AL7383                          STATION RECOVERY (2005)
 AL7383
 AL7383'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7382 ***********************************************************************
 AL7382  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7382  DESIGNATION -  872 6904 TIDAL 5
 AL7382  PID         -  AL7382
 AL7382  STATE/COUNTY-  FL/PINELLAS
 AL7382  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7382
 AL7382                         *CURRENT SURVEY CONTROL
 AL7382  ___________________________________________________________________
 AL7382* NAD 83(1986)-  28 09 13.     (N)    082 48 01.     (W)     SCALED    
 AL7382* NAVD 88     -        -0.012  (meters)      -0.04   (feet)  ADJUSTED  
 AL7382  ___________________________________________________________________
 AL7382  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AL7382  DYNAMIC HT  -          -0.012 (meters)      -0.04  (feet)  COMP
 AL7382  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AL7382
 AL7382  VERT ORDER  -  SECOND    CLASS I
 AL7382
 AL7382.The horizontal coordinates were scaled from a topographic map and have
 AL7382.an estimated accuracy of +/- 6 seconds.
 AL7382
 AL7382.The orthometric height was determined by differential leveling
 AL7382.and adjusted by the National Geodetic Survey in June 1991..
 AL7382
 AL7382.This Tidal Bench Mark is designated as VM 7646
 AL7382.by the Center for Operational Oceanographic Products and Services.
 AL7382
 AL7382.The geoid height was determined by GEOID03.
 AL7382
 AL7382.The dynamic height is computed by dividing the NAVD 88
 AL7382.geopotential number by the normal gravity value computed on the
 AL7382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7382.degrees latitude (g = 980.6199 gals.).
 AL7382
 AL7382.The modeled gravity was interpolated from observed gravity values.
 AL7382
 AL7382;                    North         East    Units  Estimated Accuracy
 AL7382;SPC FL W     -   423,490.      121,400.      MT  (+/- 180 meters Scaled)
 AL7382
 AL7382                          SUPERSEDED SURVEY CONTROL
 AL7382
 AL7382.No superseded survey control is available for this station.
 AL7382
 AL7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83)
 AL7382_MARKER: DJ = TIDAL STATION DISK
 AL7382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7382_SP_SET: CONCRETE SEAWALL
 AL7382_STAMPING: NO 5 1975
 AL7382_MARK LOGO: NOS   
 AL7382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7382+STABILITY: SURFACE MOTION
 AL7382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7382+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AL7382
 AL7382  HISTORY     - Date     Condition        Report By
 AL7382  HISTORY     - 1975     MONUMENTED       NOS
 AL7382  HISTORY     - 1983     GOOD             FLDNR
 AL7382  HISTORY     - 1988     GOOD             USPSQD
 AL7382  HISTORY     - 19931209 GOOD             USPSQD
 AL7382  HISTORY     - 19960317 GOOD             USPSQD
 AL7382  HISTORY     - 20050322 GOOD             USPSQD
 AL7382
 AL7382                          STATION DESCRIPTION
 AL7382
 AL7382'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7382'3.4 MI NW FROM TARPON SPRINGS.
 AL7382'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582
 AL7382'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE
 AL7382'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING
 AL7382'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON
 AL7382'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES
 AL7382'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE
 AL7382'MARK.  THE MARK BEARS 140 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 AL7382'OF THE BRIDGE, 51.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 58.5
 AL7382'FEET NORTH-NORTHEAST OF A 3-FOOT BY 4-FOOT CONCRETE COVER, AND IS SET
 AL7382'IN THE TOP OF A LOW SEAWALL WHICH IS SUBMERGED AT HIGH TIDE.
 AL7382'THE MARK IS 5 FT BELOW ROAD.
 AL7382
 AL7382                          STATION RECOVERY (1988)
 AL7382
 AL7382'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7382'RECOVERED IN GOOD CONDITION.
 AL7382
 AL7382                          STATION RECOVERY (1993)
 AL7382
 AL7382'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7382'RECOVERED IN GOOD CONDITION.
 AL7382
 AL7382                          STATION RECOVERY (1996)
 AL7382
 AL7382'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7382'RECOVERED IN GOOD CONDITION.
 AL7382
 AL7382                          STATION RECOVERY (2005)
 AL7382
 AL7382'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL7382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6625 ***********************************************************************
 AL6625  DESIGNATION -  872 6905 TIDAL 5
 AL6625  PID         -  AL6625
 AL6625  STATE/COUNTY-  FL/PINELLAS
 AL6625  USGS QUAD   -  TARPON SPRINGS (1995)
 AL6625
 AL6625                         *CURRENT SURVEY CONTROL
 AL6625  ___________________________________________________________________
 AL6625* NAD 83(1986)-  28 09 37.     (N)    082 45 56.     (W)     SCALED    
 AL6625* NAVD 88     -         1.724  (meters)       5.66   (feet)  ADJUSTED  
 AL6625  ___________________________________________________________________
 AL6625  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL6625  DYNAMIC HT  -           1.721 (meters)       5.65  (feet)  COMP
 AL6625  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AL6625
 AL6625  VERT ORDER  -  SECOND    CLASS I
 AL6625
 AL6625.The horizontal coordinates were scaled from a topographic map and have
 AL6625.an estimated accuracy of +/- 6 seconds.
 AL6625
 AL6625.The orthometric height was determined by differential leveling
 AL6625.and adjusted by the National Geodetic Survey in June 1991..
 AL6625.WARNING-Repeat measurements at this control monument indicate possible
 AL6625.vertical movement.
 AL6625
 AL6625.The geoid height was determined by GEOID03.
 AL6625
 AL6625.The dynamic height is computed by dividing the NAVD 88
 AL6625.geopotential number by the normal gravity value computed on the
 AL6625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6625.degrees latitude (g = 980.6199 gals.).
 AL6625
 AL6625.The modeled gravity was interpolated from observed gravity values.
 AL6625
 AL6625;                    North         East    Units  Estimated Accuracy
 AL6625;SPC FL W     -   424,210.      124,810.      MT  (+/- 180 meters Scaled)
 AL6625
 AL6625                          SUPERSEDED SURVEY CONTROL
 AL6625
 AL6625  NGVD 29 (??/??/92)    2.010  (m)            6.59   (f) ADJ UNCH    2 1
 AL6625
 AL6625.Superseded values are not recommended for survey control.
 AL6625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6625.See file dsdata.txt to determine how the superseded data were derived.
 AL6625
 AL6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM266162(NAD 83)
 AL6625_MARKER: DB = BENCH MARK DISK
 AL6625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL6625_STAMPING: 5 1975
 AL6625_MARK LOGO: NOS   
 AL6625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL6625
 AL6625  HISTORY     - Date     Condition        Report By
 AL6625  HISTORY     - 1975     MONUMENTED       NGS
 AL6625  HISTORY     - 1976     GOOD             NGS
 AL6625  HISTORY     - 1983     GOOD             FLDNR
 AL6625  HISTORY     - 1990     GOOD             USPSQD
 AL6625  HISTORY     - 19950615 GOOD             USPSQD
 AL6625
 AL6625                          STATION DESCRIPTION
 AL6625
 AL6625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL6625'IN TARPON SPRINGS.
 AL6625'FROM THE CITY HALL IN TARPON SPRINGS PROCEED 1 MILE NORTH ON ALT 19 TO
 AL6625'ANCLOTE ROAD, THENCE WEST ON ANCLOTE ROAD 0.5 MILES TO WHERE ROAD
 AL6625'MAKES A SHARP RIGHT BEND.  BENCH MARK IS SET ATOP A 5/8 INCH COPPER
 AL6625'ROD DRIVEN TO REFUSAL INSIDE A CONCRETE COLLAR, 76 1/2 FEET SOUTHWEST
 AL6625'OF THE CENTERLINE OF ANCLOTE ROAD, 7 FEET NORTH OF CENTERLINE OF A
 AL6625'DRIVE LEADING TO CAPTAIN BRADLEYS HOME, 24 FEET SOUTH OF CENTERLINE OF
 AL6625'SOUTHERN MOST ENTRANCE TO THE LINGER LONGER TRAILER PARK.
 AL6625
 AL6625                          STATION RECOVERY (1983)
 AL6625
 AL6625'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL6625'RECOVERED IN GOOD CONDITION.  STAMPING--NO 5 1975.
 AL6625
 AL6625                          STATION RECOVERY (1990)
 AL6625
 AL6625'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL6625'RECOVERED IN GOOD CONDITION.
 AL6625
 AL6625                          STATION RECOVERY (1995)
 AL6625
 AL6625'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL6625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7392 ***********************************************************************
 AL7392  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7392  DESIGNATION -  872 6906 TIDAL 2
 AL7392  PID         -  AL7392
 AL7392  STATE/COUNTY-  FL/PINELLAS
 AL7392  USGS QUAD   -  ELFERS (1987)
 AL7392
 AL7392                         *CURRENT SURVEY CONTROL
 AL7392  ___________________________________________________________________
 AL7392* NAD 83(1986)-  28 09 23.     (N)    082 44 40.     (W)     SCALED    
 AL7392* NAVD 88     -         1.344  (meters)       4.41   (feet)  ADJUSTED  
 AL7392  ___________________________________________________________________
 AL7392  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL7392  DYNAMIC HT  -           1.342 (meters)       4.40  (feet)  COMP
 AL7392  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 AL7392
 AL7392  VERT ORDER  -  SECOND    CLASS I
 AL7392
 AL7392.The horizontal coordinates were scaled from a topographic map and have
 AL7392.an estimated accuracy of +/- 6 seconds.
 AL7392
 AL7392.The orthometric height was determined by differential leveling
 AL7392.and adjusted by the National Geodetic Survey in June 1991..
 AL7392
 AL7392.This Tidal Bench Mark is designated as VM 7651
 AL7392.by the Center for Operational Oceanographic Products and Services.
 AL7392
 AL7392.The geoid height was determined by GEOID03.
 AL7392
 AL7392.The dynamic height is computed by dividing the NAVD 88
 AL7392.geopotential number by the normal gravity value computed on the
 AL7392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7392.degrees latitude (g = 980.6199 gals.).
 AL7392
 AL7392.The modeled gravity was interpolated from observed gravity values.
 AL7392
 AL7392;                    North         East    Units  Estimated Accuracy
 AL7392;SPC FL W     -   423,760.      126,880.      MT  (+/- 180 meters Scaled)
 AL7392
 AL7392                          SUPERSEDED SURVEY CONTROL
 AL7392
 AL7392.No superseded survey control is available for this station.
 AL7392
 AL7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM287157(NAD 83)
 AL7392_MARKER: DJ = TIDAL STATION DISK
 AL7392_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7392+WITH SETTING: PAVEMENT
 AL7392_SP_SET: CONCRETE BASE FOR POWER POLE
 AL7392_STAMPING: NO 2 1975
 AL7392_MARK LOGO: NOS   
 AL7392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7392+STABILITY: SURFACE MOTION
 AL7392
 AL7392  HISTORY     - Date     Condition        Report By
 AL7392  HISTORY     - 1975     MONUMENTED       NOS
 AL7392  HISTORY     - 1983     GOOD             FLDNR
 AL7392  HISTORY     - 19950713 GOOD             USPSQD
 AL7392
 AL7392                          STATION DESCRIPTION
 AL7392
 AL7392'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7392'0.7 MI NORTH FROM TARPON SPRINGS.
 AL7392'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 582, GO
 AL7392'0.6 MILE NORTH ON U.S. 19 TO THE JUNCTION OF LIVE OAK LANE, GO 0.15
 AL7392'MILE WEST ON LIVE OAK LANE TO THE WESTERNMOST DRIVE TO AN INDUSTRIAL
 AL7392'PARK, GO NORTH ON THE DRIVE TO ITS END AT THE RAILROAD TRACKS AND THE
 AL7392'MARK VICINITY.  THE MARK BEARS ABOUT 350 FEET NORTH-NORTHWEST AND
 AL7392'ACROSS THE TRACKS FROM THE END OF THE DRIVE, 91 FEET SOUTHEAST OF THE
 AL7392'INTERSECTION OF A DIRT ROAD AND THE RAILROAD TRACKS, 38 FEET SOUTH OF
 AL7392'THE CENTERLINE OF THE DIRT ROAD, AND IS SET IN THE FOUNDATION OF THE
 AL7392'EASTERNMOST OF TWO MASSIVE CONCRETE POWER POLES FOR A HIGH TENSION
 AL7392'POWER LINE.  THE MARK IS ALSO ABOUT 0.2 MILE WEST OF THE U.S. 19
 AL7392'BRIDGE OVER THE S.C.L. RAILROAD.
 AL7392'THE MARK IS 1 FT ABOVE GROUND.
 AL7392
 AL7392                          STATION RECOVERY (1995)
 AL7392
 AL7392'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6197 ***********************************************************************
 AL6197  TIDAL BM    -  This is a Tidal Bench Mark.
 AL6197  DESIGNATION -  872 6907 TIDAL 1
 AL6197  PID         -  AL6197
 AL6197  STATE/COUNTY-  FL/PINELLAS
 AL6197  USGS QUAD   -  TARPON SPRINGS (1995)
 AL6197
 AL6197                         *CURRENT SURVEY CONTROL
 AL6197  ___________________________________________________________________
 AL6197* NAD 83(1986)-  28 09 37.     (N)    082 46 02.     (W)     SCALED    
 AL6197* NAVD 88     -         2.738  (meters)       8.98   (feet)  ADJUSTED  
 AL6197  ___________________________________________________________________
 AL6197  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL6197  DYNAMIC HT  -           2.734 (meters)       8.97  (feet)  COMP
 AL6197  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AL6197
 AL6197  VERT ORDER  -  SECOND    CLASS I
 AL6197
 AL6197.The horizontal coordinates were scaled from a topographic map and have
 AL6197.an estimated accuracy of +/- 6 seconds.
 AL6197
 AL6197.The orthometric height was determined by differential leveling
 AL6197.and adjusted by the National Geodetic Survey in June 1991..
 AL6197
 AL6197.This Tidal Bench Mark is designated as VM 7647
 AL6197.by the Center for Operational Oceanographic Products and Services.
 AL6197
 AL6197.This Tidal Bench Mark is designated as VM 14255
 AL6197.by the Center for Operational Oceanographic Products and Services.
 AL6197
 AL6197.The geoid height was determined by GEOID03.
 AL6197
 AL6197.The dynamic height is computed by dividing the NAVD 88
 AL6197.geopotential number by the normal gravity value computed on the
 AL6197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6197.degrees latitude (g = 980.6199 gals.).
 AL6197
 AL6197.The modeled gravity was interpolated from observed gravity values.
 AL6197
 AL6197;                    North         East    Units  Estimated Accuracy
 AL6197;SPC FL W     -   424,210.      124,650.      MT  (+/- 180 meters Scaled)
 AL6197
 AL6197                          SUPERSEDED SURVEY CONTROL
 AL6197
 AL6197  NGVD 29 (??/??/92)    2.996  (m)            9.83   (f) ADJ UNCH    2 1
 AL6197
 AL6197.Superseded values are not recommended for survey control.
 AL6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6197.See file dsdata.txt to determine how the superseded data were derived.
 AL6197
 AL6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM264162(NAD 83)
 AL6197_MARKER: DJ = TIDAL STATION DISK
 AL6197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6197_STAMPING: NO 1
 AL6197_MARK LOGO: CGS   
 AL6197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6197+STABILITY: SURFACE MOTION
 AL6197
 AL6197  HISTORY     - Date     Condition        Report By
 AL6197  HISTORY     - UNK      MONUMENTED       CGS
 AL6197  HISTORY     - 1959     GOOD             NGS
 AL6197  HISTORY     - 1975     GOOD             NGS
 AL6197  HISTORY     - 1983     GOOD             FLDNR
 AL6197  HISTORY     - 1990     GOOD             USPSQD
 AL6197
 AL6197                          STATION DESCRIPTION
 AL6197
 AL6197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AL6197'0.8 MI NW FROM TARPON SPRINGS.
 AL6197'0.1 MILE NORTH ALONG U.S. HIGHWAY 19A FROM THE NORTH END OF THE
 AL6197'BRIDGE OVER THE ANCLOTE RIVER AT TARPON SPRINGS, THENCE 0.55 MILE
 AL6197'WEST ALONG PINELLAS COUNTY ROAD 47, THENCE 0.15 MILE WEST ALONG
 AL6197'A PRIVATE DIRT ROAD, 63 FT. SOUTHEAST OF THE SOUTHEAST CORNER
 AL6197'OF A 2 STORY YELLOW FRAME HOUSE OWNED BY MRS. F. BRADLEY, 3 FT.
 AL6197'SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 1 FT. NORTH OF A
 AL6197'CENTURY PLANT, 6 FT. WEST OF A POWER POLE, SET IN THE TOP OF A
 AL6197'CONCRETE POST WHICH IS 0.2 FT. BELOW THE TOP OF THE GROUND.
 AL6197
 AL6197                          STATION RECOVERY (1975)
 AL6197
 AL6197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AL6197'RECOVERED IN GOOD CONDITION.
 AL6197
 AL6197                          STATION RECOVERY (1983)
 AL6197
 AL6197'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL6197'RECOVERED IN GOOD CONDITION EXCEPT THE CENTURY PLANT AND POWER POLE
 AL6197'ARE GONE.
 AL6197
 AL6197                          STATION RECOVERY (1990)
 AL6197
 AL6197'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL6197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6199 ***********************************************************************
 AL6199  TIDAL BM    -  This is a Tidal Bench Mark.
 AL6199  DESIGNATION -  872 6907 TIDAL 2
 AL6199  PID         -  AL6199
 AL6199  STATE/COUNTY-  FL/PINELLAS
 AL6199  USGS QUAD   -  TARPON SPRINGS (1995)
 AL6199
 AL6199                         *CURRENT SURVEY CONTROL
 AL6199  ___________________________________________________________________
 AL6199* NAD 83(1986)-  28 09 37.     (N)    082 46 02.     (W)     SCALED    
 AL6199* NAVD 88     -         2.038  (meters)       6.69   (feet)  ADJUSTED  
 AL6199  ___________________________________________________________________
 AL6199  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL6199  DYNAMIC HT  -           2.035 (meters)       6.68  (feet)  COMP
 AL6199  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AL6199
 AL6199  VERT ORDER  -  SECOND    CLASS I
 AL6199
 AL6199.The horizontal coordinates were scaled from a topographic map and have
 AL6199.an estimated accuracy of +/- 6 seconds.
 AL6199
 AL6199.The orthometric height was determined by differential leveling
 AL6199.and adjusted by the National Geodetic Survey in June 1991..
 AL6199.WARNING-Repeat measurements at this control monument indicate possible
 AL6199.vertical movement.
 AL6199
 AL6199.This Tidal Bench Mark is designated as VM 7648
 AL6199.by the Center for Operational Oceanographic Products and Services.
 AL6199
 AL6199.This Tidal Bench Mark is designated as VM 14256
 AL6199.by the Center for Operational Oceanographic Products and Services.
 AL6199
 AL6199.The geoid height was determined by GEOID03.
 AL6199
 AL6199.The dynamic height is computed by dividing the NAVD 88
 AL6199.geopotential number by the normal gravity value computed on the
 AL6199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6199.degrees latitude (g = 980.6199 gals.).
 AL6199
 AL6199.The modeled gravity was interpolated from observed gravity values.
 AL6199
 AL6199;                    North         East    Units  Estimated Accuracy
 AL6199;SPC FL W     -   424,210.      124,650.      MT  (+/- 180 meters Scaled)
 AL6199
 AL6199                          SUPERSEDED SURVEY CONTROL
 AL6199
 AL6199  NGVD 29 (??/??/92)    2.301  (m)            7.55   (f) ADJ UNCH    2 1
 AL6199
 AL6199.Superseded values are not recommended for survey control.
 AL6199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6199.See file dsdata.txt to determine how the superseded data were derived.
 AL6199
 AL6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM264162(NAD 83)
 AL6199_MARKER: DJ = TIDAL STATION DISK
 AL6199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6199_STAMPING: NO II
 AL6199_MARK LOGO: CGS   
 AL6199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6199+STABILITY: SURFACE MOTION
 AL6199
 AL6199  HISTORY     - Date     Condition        Report By
 AL6199  HISTORY     - UNK      MONUMENTED       CGS
 AL6199  HISTORY     - 1959     GOOD             NGS
 AL6199  HISTORY     - 1975     GOOD             NGS
 AL6199  HISTORY     - 1983     GOOD             FLDNR
 AL6199  HISTORY     - 1990     GOOD             USPSQD
 AL6199
 AL6199                          STATION DESCRIPTION
 AL6199
 AL6199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AL6199'0.8 MI W FROM TARPON SPRINGS.
 AL6199'0.1 MILE NORTH ALONG U.S. HIGHWAY 19A FROM THE NORTH END OF THE
 AL6199'BRIDGE OVER THE ANCLOTE RIVER AT TARPON SPRINGS, THENCE 0.55
 AL6199'MILE WEST ALONG PINELLAS COUNTY ROAD 47, THENCE 0.15 MILE WEST
 AL6199'ALONG A PRIVATE DIRT ROAD, 12 FT. SOUTHWEST OF THE SOUTHWEST
 AL6199'CORNER OF A 2 STORY YELLOW FRAME HOUSE OWNED BY MRS. F. BRADLEY,
 AL6199'2 FT. SOUTHWEST OF A 1 INCH WATER PIPE WHICH PROJECTS 1.5 FT.
 AL6199'ABOVE THE GROUND, 0.2 FT. NORTH OF THE NORTH EDGE OF AN EAST
 AL6199'AND WEST SIDEWALK, 0.2 FT. EAST OF THE EAST EDGE OF A NORTH
 AL6199'AND SOUTH SIDEWALK, 0.2 FT. BELOW THE TOP OF THE GROUND, SET IN
 AL6199'THE TOP OF A CONCRETE POST.
 AL6199
 AL6199                          STATION RECOVERY (1975)
 AL6199
 AL6199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AL6199'RECOVERED IN GOOD CONDITION.
 AL6199
 AL6199                          STATION RECOVERY (1983)
 AL6199
 AL6199'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL6199'RECOVERED IN GOOD CONDITION EXCEPT THE WATER PIPE IS GONE.
 AL6199
 AL6199                          STATION RECOVERY (1990)
 AL6199
 AL6199'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL6199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6198 ***********************************************************************
 AL6198  TIDAL BM    -  This is a Tidal Bench Mark.
 AL6198  DESIGNATION -  872 6907 TIDAL 3
 AL6198  PID         -  AL6198
 AL6198  STATE/COUNTY-  FL/PINELLAS
 AL6198  USGS QUAD   -  TARPON SPRINGS (1995)
 AL6198
 AL6198                         *CURRENT SURVEY CONTROL
 AL6198  ___________________________________________________________________
 AL6198* NAD 83(1986)-  28 09 37.     (N)    082 46 02.     (W)     SCALED    
 AL6198* NAVD 88     -         1.722  (meters)       5.65   (feet)  ADJUSTED  
 AL6198  ___________________________________________________________________
 AL6198  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL6198  DYNAMIC HT  -           1.719 (meters)       5.64  (feet)  COMP
 AL6198  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 AL6198
 AL6198  VERT ORDER  -  SECOND    CLASS I
 AL6198
 AL6198.The horizontal coordinates were scaled from a topographic map and have
 AL6198.an estimated accuracy of +/- 6 seconds.
 AL6198
 AL6198.The orthometric height was determined by differential leveling
 AL6198.and adjusted by the National Geodetic Survey in June 1991..
 AL6198
 AL6198.This Tidal Bench Mark is designated as VM 7649
 AL6198.by the Center for Operational Oceanographic Products and Services.
 AL6198
 AL6198.This Tidal Bench Mark is designated as VM 14257
 AL6198.by the Center for Operational Oceanographic Products and Services.
 AL6198
 AL6198.The geoid height was determined by GEOID03.
 AL6198
 AL6198.The dynamic height is computed by dividing the NAVD 88
 AL6198.geopotential number by the normal gravity value computed on the
 AL6198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6198.degrees latitude (g = 980.6199 gals.).
 AL6198
 AL6198.The modeled gravity was interpolated from observed gravity values.
 AL6198
 AL6198;                    North         East    Units  Estimated Accuracy
 AL6198;SPC FL W     -   424,210.      124,650.      MT  (+/- 180 meters Scaled)
 AL6198
 AL6198                          SUPERSEDED SURVEY CONTROL
 AL6198
 AL6198  NGVD 29 (??/??/92)    1.981  (m)            6.50   (f) ADJ UNCH    2 1
 AL6198
 AL6198.Superseded values are not recommended for survey control.
 AL6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6198.See file dsdata.txt to determine how the superseded data were derived.
 AL6198
 AL6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM264162(NAD 83)
 AL6198_MARKER: DJ = TIDAL STATION DISK
 AL6198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6198_STAMPING: NO III
 AL6198_MARK LOGO: CGS   
 AL6198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6198+STABILITY: SURFACE MOTION
 AL6198
 AL6198  HISTORY     - Date     Condition        Report By
 AL6198  HISTORY     - UNK      MONUMENTED       CGS
 AL6198  HISTORY     - 1959     GOOD             NGS
 AL6198  HISTORY     - 1975     GOOD             NGS
 AL6198  HISTORY     - 1983     GOOD             FLDNR
 AL6198  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL6198
 AL6198                          STATION DESCRIPTION
 AL6198
 AL6198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AL6198'0.8 MI W FROM TARPON SPRINGS.
 AL6198'0.1 MILE NORTH ALONG U.S. HIGHWAY 19A FROM THE NORTH END OF THE
 AL6198'BRIDGE OVER THE ANCLOTE RIVER AT TARPON SPRINGS, THENCE 0.55
 AL6198'MILE WEST ALONG PINELLAS COUNTY ROAD 47, THENCE 0.15 MILE
 AL6198'WEST ALONG A PRIVATE DIRT ROAD, 250 FT. SOUTH OF THE SOUTH SIDE
 AL6198'OF A 2 STORY YELLOW FRAME HOUSE OWNED BY MRS. F. BRADLEY, 27 FT.
 AL6198'NORTH OF THE NORTH BANK OF THE ANCLOTE RIVER, 21 FT. SOUTH
 AL6198'OF A TRIANGULAR BLAZED 12 INCH PINE TREE, 18.5 FT. SOUTHWEST
 AL6198'OF A TRIANGULAR BLAZED 15 INCH PINE TREE, 19 FT. NORTHEAST
 AL6198'OF A TRIANGULAR BLAZED 15 INCH PINE TREE, 1.3 FT. NORTH OF A
 AL6198'STEEL POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AL6198'0.1 FT. ABOVE THE GROUND.
 AL6198
 AL6198                          STATION RECOVERY (1975)
 AL6198
 AL6198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AL6198'RECOVERED IN GOOD CONDITION.
 AL6198
 AL6198                          STATION RECOVERY (1983)
 AL6198
 AL6198'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL6198'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 188.5 FEET
 AL6198'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.  THE MARK SHOULD
 AL6198'BE USED WITH CAUTION AS IT IS LEANING.
 AL6198
 AL6198                          STATION RECOVERY (1990)
 AL6198
 AL6198'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL6198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7468 ***********************************************************************
 AL7468  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7468  DESIGNATION -  872 6908 TIDAL 1
 AL7468  PID         -  AL7468
 AL7468  STATE/COUNTY-  FL/PINELLAS
 AL7468  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7468
 AL7468                         *CURRENT SURVEY CONTROL
 AL7468  ___________________________________________________________________
 AL7468* NAD 83(1986)-  28 09 31.     (N)    082 45 23.     (W)     SCALED    
 AL7468* NAVD 88     -         4.208  (meters)      13.81   (feet)  ADJUSTED  
 AL7468  ___________________________________________________________________
 AL7468  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL7468  DYNAMIC HT  -           4.202 (meters)      13.79  (feet)  COMP
 AL7468  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL7468
 AL7468  VERT ORDER  -  SECOND    CLASS I
 AL7468
 AL7468.The horizontal coordinates were scaled from a topographic map and have
 AL7468.an estimated accuracy of +/- 6 seconds.
 AL7468
 AL7468.The orthometric height was determined by differential leveling
 AL7468.and adjusted by the National Geodetic Survey in June 1991..
 AL7468
 AL7468.This Tidal Bench Mark is designated as VM 7656
 AL7468.by the Center for Operational Oceanographic Products and Services.
 AL7468
 AL7468.The geoid height was determined by GEOID03.
 AL7468
 AL7468.The dynamic height is computed by dividing the NAVD 88
 AL7468.geopotential number by the normal gravity value computed on the
 AL7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7468.degrees latitude (g = 980.6199 gals.).
 AL7468
 AL7468.The modeled gravity was interpolated from observed gravity values.
 AL7468
 AL7468;                    North         East    Units  Estimated Accuracy
 AL7468;SPC FL W     -   424,020.      125,710.      MT  (+/- 180 meters Scaled)
 AL7468
 AL7468                          SUPERSEDED SURVEY CONTROL
 AL7468
 AL7468.No superseded survey control is available for this station.
 AL7468
 AL7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275160(NAD 83)
 AL7468_MARKER: DJ = TIDAL STATION DISK
 AL7468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7468_SP_SET: BRIDGE ABUTMENT
 AL7468_STAMPING: NO 1 1975
 AL7468_MARK LOGO: NOS   
 AL7468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7468+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 AL7468
 AL7468  HISTORY     - Date     Condition        Report By
 AL7468  HISTORY     - 1975     MONUMENTED       NOS
 AL7468  HISTORY     - 1983     GOOD             FLDNR
 AL7468  HISTORY     - 1988     GOOD             USPSQD
 AL7468  HISTORY     - 19950713 GOOD             USPSQD
 AL7468  HISTORY     - 19960317 GOOD             USPSQD
 AL7468  HISTORY     - 20020420 GOOD             FLDEP
 AL7468
 AL7468                          STATION DESCRIPTION
 AL7468
 AL7468'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7468'0.8 MI NORTH FROM TARPON SPRINGS.
 AL7468'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 0.8 MILE NORTH ON U.S.
 AL7468'ALTERNATE 19 TO THE BRIDGE OVER THE ANCLOTE RIVER AND THE MARK.  THE
 AL7468'MARK BEARS 20.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND IS SET
 AL7468'IN THE BRIDGE ABUTMENT AT THE NORTHEAST CORNER OF THE BRIDGE.
 AL7468
 AL7468                          STATION RECOVERY (1988)
 AL7468
 AL7468'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7468'RECOVERED IN GOOD CONDITION.
 AL7468
 AL7468                          STATION RECOVERY (1995)
 AL7468
 AL7468'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7468'RECOVERED IN GOOD CONDITION.
 AL7468
 AL7468                          STATION RECOVERY (1996)
 AL7468
 AL7468'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7468'RECOVERED IN GOOD CONDITION.
 AL7468
 AL7468                          STATION RECOVERY (2002)
 AL7468
 AL7468'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7468'THE MARK IS ABOUT 4.2 MI SOUTH-SOUTHWEST OF HOLIDAY, 1.0 MI NORTH OF
 AL7468'TARPON SPRINGS, IN  SECTION 12, TOWNSHIP 27 SOUTH, RANGE 15 EAST.
 AL7468' 
 AL7468'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (SOUTH PINELLAS
 AL7468'AVENUE) AND U.S.  ALTERNATE HIGHWAY 19 (PINELLAS AVENUE) IN HOLIDAY,
 AL7468'GO SOUTHWESTERLY ON U.S. ALTERNATE  HIGHWAY 19 (PINELLAS AVENUE) FOR
 AL7468'2.0 MI TO THE NORTH END OF THE BRIDGE SPANNING THE  ANCLOTE RIVER AND
 AL7468'THE MARK ON THE LEFT, SET FLUSH IN THE NORTHEAST BRIDGE ABUTMENT
 AL7468'ABOUT LEVEL WITH THE U.S. ALTERNATE HIGHWAY 19.
 AL7468' 
 AL7468'LOCATED 20.7 FT EAST OF THE CENTERLINE OF THE U.S. ALTERNATE HIGHWAY
 AL7468'19 AND 1.2 FT WEST  OF THE EAST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7467 ***********************************************************************
 AL7467  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7467  DESIGNATION -  872 6908 TIDAL 2
 AL7467  PID         -  AL7467
 AL7467  STATE/COUNTY-  FL/PINELLAS
 AL7467  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7467
 AL7467                         *CURRENT SURVEY CONTROL
 AL7467  ___________________________________________________________________
 AL7467* NAD 83(1986)-  28 09 31.     (N)    082 45 23.     (W)     SCALED    
 AL7467* NAVD 88     -         3.244  (meters)      10.64   (feet)  ADJUSTED  
 AL7467  ___________________________________________________________________
 AL7467  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL7467  DYNAMIC HT  -           3.239 (meters)      10.63  (feet)  COMP
 AL7467  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AL7467
 AL7467  VERT ORDER  -  SECOND    CLASS I
 AL7467
 AL7467.The horizontal coordinates were scaled from a topographic map and have
 AL7467.an estimated accuracy of +/- 6 seconds.
 AL7467
 AL7467.The orthometric height was determined by differential leveling
 AL7467.and adjusted by the National Geodetic Survey in June 1991..
 AL7467
 AL7467.This Tidal Bench Mark is designated as VM 7657
 AL7467.by the Center for Operational Oceanographic Products and Services.
 AL7467
 AL7467.The geoid height was determined by GEOID03.
 AL7467
 AL7467.The dynamic height is computed by dividing the NAVD 88
 AL7467.geopotential number by the normal gravity value computed on the
 AL7467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7467.degrees latitude (g = 980.6199 gals.).
 AL7467
 AL7467.The modeled gravity was interpolated from observed gravity values.
 AL7467
 AL7467;                    North         East    Units  Estimated Accuracy
 AL7467;SPC FL W     -   424,020.      125,710.      MT  (+/- 180 meters Scaled)
 AL7467
 AL7467                          SUPERSEDED SURVEY CONTROL
 AL7467
 AL7467.No superseded survey control is available for this station.
 AL7467
 AL7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275160(NAD 83)
 AL7467_MARKER: DJ = TIDAL STATION DISK
 AL7467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7467_SP_SET: COPPER-CLAD STEEL ROD
 AL7467_STAMPING: NO 2 1975
 AL7467_MARK LOGO: NOS   
 AL7467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7467
 AL7467  HISTORY     - Date     Condition        Report By
 AL7467  HISTORY     - 1975     MONUMENTED       NOS
 AL7467  HISTORY     - 1983     GOOD             FLDNR
 AL7467  HISTORY     - 1988     POOR             USPSQD
 AL7467  HISTORY     - 19950713 MARK NOT FOUND   USPSQD
 AL7467  HISTORY     - 19960317 GOOD             USPSQD
 AL7467  HISTORY     - 20020420 MARK NOT FOUND   FLDEP
 AL7467
 AL7467                          STATION DESCRIPTION
 AL7467
 AL7467'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7467'0.8 MI NORTH FROM TARPON SPRINGS.
 AL7467'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 0.8 MILE NORTH ON U.S.
 AL7467'ALTERNATE 19 TO THE NORTH END OF THE ANCLOTE RIVER BRIDGE AND THE
 AL7467'MARK.  THE MARK BEARS 202 FEET NORTH OF THE NORTHEAST CORNER OF THE
 AL7467'BRIDGE, 22.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 AL7467'SOUTH OF A POWER LINE ANCHOR POLE (12A-4331R) WITH WITNESS SIGN
 AL7467'ATTACHED.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD PROJECTING 2
 AL7467'INCHES ABOVE THE GROUND.
 AL7467
 AL7467                          STATION RECOVERY (1988)
 AL7467
 AL7467'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7467'MARK RECOVERED IN POOR CONDITION.
 AL7467
 AL7467                          STATION RECOVERY (1995)
 AL7467
 AL7467'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7467'MARK NOT FOUND.
 AL7467
 AL7467                          STATION RECOVERY (1996)
 AL7467
 AL7467'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7467'RECOVERED IN GOOD CONDITION.
 AL7467
 AL7467                          STATION RECOVERY (2002)
 AL7467
 AL7467'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7467'THE COPPER-CLAD STEEL ROD WAS FOUND BENT OVER WITH NO DISK ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7357 ***********************************************************************
 AL7357  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7357  DESIGNATION -  872 6924 B TIDAL FLDNR
 AL7357  PID         -  AL7357
 AL7357  STATE/COUNTY-  FL/PINELLAS
 AL7357  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7357
 AL7357                         *CURRENT SURVEY CONTROL
 AL7357  ___________________________________________________________________
 AL7357* NAD 83(1986)-  28 10 21.     (N)    082 46 54.     (W)     SCALED    
 AL7357* NAVD 88     -         1.842  (meters)       6.04   (feet)  ADJUSTED  
 AL7357  ___________________________________________________________________
 AL7357  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL7357  DYNAMIC HT  -           1.840 (meters)       6.04  (feet)  COMP
 AL7357  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AL7357
 AL7357  VERT ORDER  -  SECOND    CLASS I
 AL7357
 AL7357.The horizontal coordinates were scaled from a topographic map and have
 AL7357.an estimated accuracy of +/- 6 seconds.
 AL7357
 AL7357.The orthometric height was determined by differential leveling
 AL7357.and adjusted by the National Geodetic Survey in June 1991..
 AL7357
 AL7357.This Tidal Bench Mark is designated as VM 7668
 AL7357.by the Center for Operational Oceanographic Products and Services.
 AL7357
 AL7357.The geoid height was determined by GEOID03.
 AL7357
 AL7357.The dynamic height is computed by dividing the NAVD 88
 AL7357.geopotential number by the normal gravity value computed on the
 AL7357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7357.degrees latitude (g = 980.6199 gals.).
 AL7357
 AL7357.The modeled gravity was interpolated from observed gravity values.
 AL7357
 AL7357;                    North         East    Units  Estimated Accuracy
 AL7357;SPC FL W     -   425,570.      123,240.      MT  (+/- 180 meters Scaled)
 AL7357
 AL7357                          SUPERSEDED SURVEY CONTROL
 AL7357
 AL7357  NGVD 29 (??/??/92)    2.101  (m)            6.89   (f) ADJ UNCH    2 1
 AL7357
 AL7357.Superseded values are not recommended for survey control.
 AL7357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7357.See file dsdata.txt to determine how the superseded data were derived.
 AL7357
 AL7357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM250175(NAD 83)
 AL7357_MARKER: DJ = TIDAL STATION DISK
 AL7357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7357_SP_SET: COPPER-CLAD STEEL ROD
 AL7357_STAMPING: 6924 B 1979 CLB
 AL7357_MARK LOGO: FLDNR 
 AL7357_PROJECTION: PROJECTING 8 CENTIMETERS
 AL7357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7357_ROD/PIPE-DEPTH: 4.57 meters
 AL7357
 AL7357  HISTORY     - Date     Condition        Report By
 AL7357  HISTORY     - 1979     MONUMENTED       FLDNR
 AL7357  HISTORY     - 1983     GOOD             FLDNR
 AL7357  HISTORY     - 1984     GOOD             USPSQD
 AL7357  HISTORY     - 1988     GOOD             USPSQD
 AL7357  HISTORY     - 19910522 MARK NOT FOUND   USPSQD
 AL7357  HISTORY     - 19950713 GOOD             USPSQD
 AL7357
 AL7357                          STATION DESCRIPTION
 AL7357
 AL7357'DESCRIBED BY FL DEPT OF NAT RES 1979
 AL7357'2 MI NW FROM TARPON SPRINGS.
 AL7357'BEGIN AT US ALT. 19 BRIDGE OVER THE ANCLOTE RIVER IN TARPON SPRINGS,
 AL7357'GO 1.2 MILES NORTH ALONG US ALT. 19 TO THE INTERSECTION OF COUNTY
 AL7357'ROAD 76, GO 1.75 MILES WEST ALONG COUNTY ROAD 76 (ALSO ANCLOTE
 AL7357'BOULEVARD) TO THE MARK, MARK BEARS 4.8 FEET EAST OF A POWER POLE, 13.3
 AL7357'FEET EAST OF THE CENTERLINE OF CALVARY ROAD, 66.2 FEET NORTH OF THE
 AL7357'CENTERLINE OF COUNTY ROAD 76, AND 112.3 FEET EAST SOUTHEAST OF THE
 AL7357'SOUTHEAST CORNER OF CALVARY BAPTIST CHURCH.
 AL7357'THE MARK IS 3 FT  S FROM A WITNESS POST.
 AL7357
 AL7357                          STATION RECOVERY (1983)
 AL7357
 AL7357'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL7357'RECOVERED IN GOOD CONDITION.
 AL7357
 AL7357                          STATION RECOVERY (1984)
 AL7357
 AL7357'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL7357'RECOVERED IN GOOD CONDITION.
 AL7357
 AL7357                          STATION RECOVERY (1988)
 AL7357
 AL7357'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7357'RECOVERED IN GOOD CONDITION.
 AL7357
 AL7357                          STATION RECOVERY (1991)
 AL7357
 AL7357'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7357'MARK NOT FOUND.
 AL7357
 AL7357                          STATION RECOVERY (1995)
 AL7357
 AL7357'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7358 ***********************************************************************
 AL7358  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7358  DESIGNATION -  872 6924 C TIDAL FLDNR
 AL7358  PID         -  AL7358
 AL7358  STATE/COUNTY-  FL/PINELLAS
 AL7358  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7358
 AL7358                         *CURRENT SURVEY CONTROL
 AL7358  ___________________________________________________________________
 AL7358* NAD 83(1986)-  28 10 19.     (N)    082 46 57.     (W)     SCALED    
 AL7358* NAVD 88     -         1.933  (meters)       6.34   (feet)  ADJUSTED  
 AL7358  ___________________________________________________________________
 AL7358  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL7358  DYNAMIC HT  -           1.930 (meters)       6.33  (feet)  COMP
 AL7358  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AL7358
 AL7358  VERT ORDER  -  SECOND    CLASS I
 AL7358
 AL7358.The horizontal coordinates were scaled from a topographic map and have
 AL7358.an estimated accuracy of +/- 6 seconds.
 AL7358
 AL7358.The orthometric height was determined by differential leveling
 AL7358.and adjusted by the National Geodetic Survey in June 1991..
 AL7358
 AL7358.This Tidal Bench Mark is designated as VM 7669
 AL7358.by the Center for Operational Oceanographic Products and Services.
 AL7358
 AL7358.The geoid height was determined by GEOID03.
 AL7358
 AL7358.The dynamic height is computed by dividing the NAVD 88
 AL7358.geopotential number by the normal gravity value computed on the
 AL7358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7358.degrees latitude (g = 980.6199 gals.).
 AL7358
 AL7358.The modeled gravity was interpolated from observed gravity values.
 AL7358
 AL7358;                    North         East    Units  Estimated Accuracy
 AL7358;SPC FL W     -   425,510.      123,160.      MT  (+/- 180 meters Scaled)
 AL7358
 AL7358                          SUPERSEDED SURVEY CONTROL
 AL7358
 AL7358  NGVD 29 (??/??/92)    2.192  (m)            7.19   (f) ADJ UNCH    2 1
 AL7358
 AL7358.Superseded values are not recommended for survey control.
 AL7358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7358.See file dsdata.txt to determine how the superseded data were derived.
 AL7358
 AL7358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM250175(NAD 83)
 AL7358_MARKER: DJ = TIDAL STATION DISK
 AL7358_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7358_SP_SET: COPPER-CLAD STEEL ROD
 AL7358_STAMPING: 6924 C 1979 CLB
 AL7358_MARK LOGO: FLDNR 
 AL7358_PROJECTION: FLUSH
 AL7358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7358_ROD/PIPE-DEPTH: 4.57 meters
 AL7358
 AL7358  HISTORY     - Date     Condition        Report By
 AL7358  HISTORY     - 1979     MONUMENTED       FLDNR
 AL7358  HISTORY     - 1983     GOOD             FLDNR
 AL7358  HISTORY     - 1984     GOOD             USPSQD
 AL7358  HISTORY     - 1988     GOOD             USPSQD
 AL7358  HISTORY     - 19950713 GOOD             USPSQD
 AL7358
 AL7358                          STATION DESCRIPTION
 AL7358
 AL7358'DESCRIBED BY FL DEPT OF NAT RES 1979
 AL7358'2 MI NW FROM TARPON SPRINGS.
 AL7358'BEGIN AT US ALT. 19 BRIDGE OVER THE ANCLOTE RIVER IN TARPON SPRINGS,
 AL7358'GO 1.2 MILES NORTH ALONG US ALT. 19 TO THE INTERSECTION OF COUNTY
 AL7358'ROAD 76 (ALSO ANCLOTE BOULEVARD),  GO 1.75 MILES WEST ALONG COUNTY
 AL7358'76 TO THE INTERSECTION OF CALVARY ROAD, GO 312 FEET SOUTHWEST ALONG
 AL7358'CALVARY ROAD TO THE MARK. MARK BEARS 20.5 FEET WEST NORTHWEST OF THE
 AL7358'CENTERLINE OF CALVARY ROAD, 4.2 FEET SOUTH SOUTHWEST OF A POWER POLE,
 AL7358'25.9 FEET NORTH NORTHEAST OF A CORNER FENCE POST, 14.4 FEET EAST NORTH
 AL7358'EAST OF A END FENCE POST, 312 FEET SOUTHWEST OF THE CENTERLINE OF
 AL7358'COUNTY ROAD 76 ALONG CALVARY ROAD, AND 306 FEET NORTHEAST OF THE
 AL7358'CENTERLINE OF COUNTY ROAD 47 ALONG CALVARY ROAD.
 AL7358'THE MARK IS 5 FT  SW FROM A WITNESS POST.
 AL7358
 AL7358                          STATION RECOVERY (1983)
 AL7358
 AL7358'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL7358'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 39.5 FEET SOUTHWEST OF
 AL7358'POWER POLE 2-35229.
 AL7358
 AL7358                          STATION RECOVERY (1984)
 AL7358
 AL7358'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL7358'RECOVERED IN GOOD CONDITION.
 AL7358
 AL7358                          STATION RECOVERY (1988)
 AL7358
 AL7358'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7358'RECOVERED IN GOOD CONDITION.
 AL7358
 AL7358                          STATION RECOVERY (1995)
 AL7358
 AL7358'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL7358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6626 ***********************************************************************
 AL6626  TIDAL BM    -  This is a Tidal Bench Mark.
 AL6626  DESIGNATION -  872 6924 TIDAL 1
 AL6626  PID         -  AL6626
 AL6626  STATE/COUNTY-  FL/PINELLAS
 AL6626  USGS QUAD   -  TARPON SPRINGS (1995)
 AL6626
 AL6626                         *CURRENT SURVEY CONTROL
 AL6626  ___________________________________________________________________
 AL6626* NAD 83(1986)-  28 10 21.     (N)    082 46 59.     (W)     SCALED    
 AL6626* NAVD 88     -         2.576  (meters)       8.45   (feet)  ADJUSTED  
 AL6626  ___________________________________________________________________
 AL6626  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL6626  DYNAMIC HT  -           2.572 (meters)       8.44  (feet)  COMP
 AL6626  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AL6626
 AL6626  VERT ORDER  -  SECOND    CLASS I
 AL6626
 AL6626.The horizontal coordinates were scaled from a topographic map and have
 AL6626.an estimated accuracy of +/- 6 seconds.
 AL6626
 AL6626.The orthometric height was determined by differential leveling
 AL6626.and adjusted by the National Geodetic Survey in June 1991..
 AL6626
 AL6626.This Tidal Bench Mark is designated as VM 7667
 AL6626.by the Center for Operational Oceanographic Products and Services.
 AL6626
 AL6626.The geoid height was determined by GEOID03.
 AL6626
 AL6626.The dynamic height is computed by dividing the NAVD 88
 AL6626.geopotential number by the normal gravity value computed on the
 AL6626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6626.degrees latitude (g = 980.6199 gals.).
 AL6626
 AL6626.The modeled gravity was interpolated from observed gravity values.
 AL6626
 AL6626;                    North         East    Units  Estimated Accuracy
 AL6626;SPC FL W     -   425,570.      123,100.      MT  (+/- 180 meters Scaled)
 AL6626
 AL6626                          SUPERSEDED SURVEY CONTROL
 AL6626
 AL6626  NGVD 29 (??/??/92)    2.835  (m)            9.30   (f) ADJ UNCH    2 1
 AL6626
 AL6626.Superseded values are not recommended for survey control.
 AL6626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6626.See file dsdata.txt to determine how the superseded data were derived.
 AL6626
 AL6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM249175(NAD 83)
 AL6626_MARKER: DB = BENCH MARK DISK
 AL6626_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL6626_STAMPING: 1 1973
 AL6626_MARK LOGO: NOS   
 AL6626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6626+STABILITY: SURFACE MOTION
 AL6626
 AL6626  HISTORY     - Date     Condition        Report By
 AL6626  HISTORY     - 1973     MONUMENTED       NGS
 AL6626  HISTORY     - 1976     GOOD             NGS
 AL6626  HISTORY     - 1979     GOOD             FLDNR
 AL6626  HISTORY     - 1983     GOOD             FLDNR
 AL6626  HISTORY     - 1990     GOOD             USPSQD
 AL6626  HISTORY     - 19950615 GOOD             USPSQD
 AL6626
 AL6626                          STATION DESCRIPTION
 AL6626
 AL6626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL6626'3.5 MI NW FROM ANCLOTE KEYS.
 AL6626'FROM THE CITY HALL IN TARPON SPRINGS PROCEED 1 MILE NORTH ON ALT 19 TO
 AL6626'ANCLOTE ROAD, THENCE WEST ALONG ANCLOTE ROAD 2 1/2 MILES TO ANCLOTE
 AL6626'BOULEVARD AND OCEOLA STREET.  THE DISK IS SET FLUSH IN THE TOP CENTER
 AL6626'OF THE INSIDE CORNER OF THE L-SHAPED 11 INCH THICK CONCRETE CULVERT
 AL6626'ABUTMENT.  13 FEET SW OF THE NE END OF THE ABUTMENT. 9 1/2 FEET NW OF
 AL6626'THE SE END OF THE ABUTMENT.  AT THE SE INTERSECTION OF THE NEW
 AL6626'BLACKTOP ANCLOTE BOULEVARD AND OCEOLA STREET.  ABOUT 23 FEET NE OF THE
 AL6626'CENTERLINE OF THE NEW ANCLOTE BOULEVARD.  25 FEET SE OF THE CENTERLINE
 AL6626'OF THE OCEOLA STREET.
 AL6626
 AL6626                          STATION RECOVERY (1979)
 AL6626
 AL6626'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AL6626'RECOVERED IN GOOD CONDITION.
 AL6626
 AL6626                          STATION RECOVERY (1983)
 AL6626
 AL6626'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL6626'RECOVERED IN GOOD CONDITION.
 AL6626
 AL6626                          STATION RECOVERY (1990)
 AL6626
 AL6626'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL6626'RECOVERED IN GOOD CONDITION.
 AL6626
 AL6626                          STATION RECOVERY (1995)
 AL6626
 AL6626'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL6626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7475 ***********************************************************************
 AL7475  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7475  DESIGNATION -  872 6976 B TIDAL
 AL7475  PID         -  AL7475
 AL7475  STATE/COUNTY-  FL/PASCO
 AL7475  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7475
 AL7475                         *CURRENT SURVEY CONTROL
 AL7475  ___________________________________________________________________
 AL7475* NAD 83(1986)-  28 12 14.     (N)    082 46 39.     (W)     SCALED    
 AL7475* NAVD 88     -         1.838  (meters)       6.03   (feet)  ADJUSTED  
 AL7475  ___________________________________________________________________
 AL7475  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AL7475  DYNAMIC HT  -           1.835 (meters)       6.02  (feet)  COMP
 AL7475  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 AL7475
 AL7475  VERT ORDER  -  SECOND    CLASS I
 AL7475
 AL7475.The horizontal coordinates were scaled from a topographic map and have
 AL7475.an estimated accuracy of +/- 6 seconds.
 AL7475
 AL7475.The orthometric height was determined by differential leveling
 AL7475.and adjusted by the National Geodetic Survey in June 1991..
 AL7475
 AL7475.This Tidal Bench Mark is designated as VM 7677
 AL7475.by the Center for Operational Oceanographic Products and Services.
 AL7475
 AL7475.The geoid height was determined by GEOID03.
 AL7475
 AL7475.The dynamic height is computed by dividing the NAVD 88
 AL7475.geopotential number by the normal gravity value computed on the
 AL7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7475.degrees latitude (g = 980.6199 gals.).
 AL7475
 AL7475.The modeled gravity was interpolated from observed gravity values.
 AL7475
 AL7475;                    North         East    Units  Estimated Accuracy
 AL7475;SPC FL W     -   429,050.      123,670.      MT  (+/- 180 meters Scaled)
 AL7475
 AL7475                          SUPERSEDED SURVEY CONTROL
 AL7475
 AL7475.No superseded survey control is available for this station.
 AL7475
 AL7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM255210(NAD 83)
 AL7475_MARKER: DJ = TIDAL STATION DISK
 AL7475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7475_SP_SET: COPPER-CLAD STEEL ROD
 AL7475_STAMPING: 6976 B 1976
 AL7475_MARK LOGO: NOS   
 AL7475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7475
 AL7475  HISTORY     - Date     Condition        Report By
 AL7475  HISTORY     - 1976     MONUMENTED       NOS
 AL7475  HISTORY     - 1983     GOOD             FLDNR
 AL7475  HISTORY     - 1988     GOOD             USPSQD
 AL7475
 AL7475                          STATION DESCRIPTION
 AL7475
 AL7475'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7475'6.35 MI NW FROM TARPON SPRINGS.
 AL7475'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7475'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7475'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7475'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW
 AL7475'DRIVE, GO 0.1 MILE NORTH ON GULFVIEW DRIVE TO THE MARK.  THE MARK
 AL7475'BEARS 18.6 FEET WEST OF THE CENTERLINE OF GULFVIEW DRIVE, 22 FEET
 AL7475'SOUTH OF THE CENTERLINE OF EAST BAYOU ROAD, AND 2.5 FEET NORTHWEST OF
 AL7475'POWER POLE 14B-6795R WITH WITNESS SIGN ATTACHED.  SET ON THE TOP OF A
 AL7475'COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7475
 AL7475                          STATION RECOVERY (1988)
 AL7475
 AL7475'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7476 ***********************************************************************
 AL7476  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7476  DESIGNATION -  872 6976 C TIDAL
 AL7476  PID         -  AL7476
 AL7476  STATE/COUNTY-  FL/PASCO
 AL7476  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7476
 AL7476                         *CURRENT SURVEY CONTROL
 AL7476  ___________________________________________________________________
 AL7476* NAD 83(1986)-  28 12 24.     (N)    082 46 39.     (W)     SCALED    
 AL7476* NAVD 88     -         4.183  (meters)      13.72   (feet)  ADJUSTED  
 AL7476  ___________________________________________________________________
 AL7476  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AL7476  DYNAMIC HT  -           4.177 (meters)      13.70  (feet)  COMP
 AL7476  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 AL7476
 AL7476  VERT ORDER  -  SECOND    CLASS I
 AL7476
 AL7476.The horizontal coordinates were scaled from a topographic map and have
 AL7476.an estimated accuracy of +/- 6 seconds.
 AL7476
 AL7476.The orthometric height was determined by differential leveling
 AL7476.and adjusted by the National Geodetic Survey in June 1991..
 AL7476
 AL7476.This Tidal Bench Mark is designated as VM 7678
 AL7476.by the Center for Operational Oceanographic Products and Services.
 AL7476
 AL7476.The geoid height was determined by GEOID03.
 AL7476
 AL7476.The dynamic height is computed by dividing the NAVD 88
 AL7476.geopotential number by the normal gravity value computed on the
 AL7476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7476.degrees latitude (g = 980.6199 gals.).
 AL7476
 AL7476.The modeled gravity was interpolated from observed gravity values.
 AL7476
 AL7476;                    North         East    Units  Estimated Accuracy
 AL7476;SPC FL W     -   429,360.      123,670.      MT  (+/- 180 meters Scaled)
 AL7476
 AL7476                          SUPERSEDED SURVEY CONTROL
 AL7476
 AL7476.No superseded survey control is available for this station.
 AL7476
 AL7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM255213(NAD 83)
 AL7476_MARKER: DJ = TIDAL STATION DISK
 AL7476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7476_SP_SET: COPPER-CLAD STEEL ROD
 AL7476_STAMPING: 6976 C 1976
 AL7476_MARK LOGO: NOS   
 AL7476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7476
 AL7476  HISTORY     - Date     Condition        Report By
 AL7476  HISTORY     - 1976     MONUMENTED       NOS
 AL7476  HISTORY     - 1983     GOOD             FLDNR
 AL7476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AL7476
 AL7476                          STATION DESCRIPTION
 AL7476
 AL7476'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7476'6.45 MI NW FROM TARPON SPRINGS.
 AL7476'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7476'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7476'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7476'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW
 AL7476'DRIVE, GO 0.2 MILE NORTH ON GULFVIEW DRIVE TO THE MARK.  THE MARK
 AL7476'BEARS 0.1 MILE NORTH OF THE JUNCTION OF EAST BAYOU ROAD, 21 FEET EAST
 AL7476'OF THE CENTERLINE OF GULFVIEW DRIVE, AND 2 FEET SOUTH OF A POWER POLE
 AL7476'WITH WITNESS SIGN ATTACHED.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD
 AL7476'FLUSH WITH THE GROUND.
 AL7476
 AL7476                          STATION RECOVERY (1988)
 AL7476
 AL7476'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7477 ***********************************************************************
 AL7477  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7477  DESIGNATION -  872 6976 D TIDAL
 AL7477  PID         -  AL7477
 AL7477  STATE/COUNTY-  FL/PASCO
 AL7477  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7477
 AL7477                         *CURRENT SURVEY CONTROL
 AL7477  ___________________________________________________________________
 AL7477* NAD 83(1986)-  28 12 26.     (N)    082 46 39.     (W)     SCALED    
 AL7477* NAVD 88     -         2.784  (meters)       9.13   (feet)  ADJUSTED  
 AL7477  ___________________________________________________________________
 AL7477  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AL7477  DYNAMIC HT  -           2.780 (meters)       9.12  (feet)  COMP
 AL7477  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 AL7477
 AL7477  VERT ORDER  -  SECOND    CLASS I
 AL7477
 AL7477.The horizontal coordinates were scaled from a topographic map and have
 AL7477.an estimated accuracy of +/- 6 seconds.
 AL7477
 AL7477.The orthometric height was determined by differential leveling
 AL7477.and adjusted by the National Geodetic Survey in June 1991..
 AL7477
 AL7477.This Tidal Bench Mark is designated as VM 7679
 AL7477.by the Center for Operational Oceanographic Products and Services.
 AL7477
 AL7477.The geoid height was determined by GEOID03.
 AL7477
 AL7477.The dynamic height is computed by dividing the NAVD 88
 AL7477.geopotential number by the normal gravity value computed on the
 AL7477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7477.degrees latitude (g = 980.6199 gals.).
 AL7477
 AL7477.The modeled gravity was interpolated from observed gravity values.
 AL7477
 AL7477;                    North         East    Units  Estimated Accuracy
 AL7477;SPC FL W     -   429,420.      123,670.      MT  (+/- 180 meters Scaled)
 AL7477
 AL7477                          SUPERSEDED SURVEY CONTROL
 AL7477
 AL7477.No superseded survey control is available for this station.
 AL7477
 AL7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM255214(NAD 83)
 AL7477_MARKER: DJ = TIDAL STATION DISK
 AL7477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7477_SP_SET: COPPER-CLAD STEEL ROD
 AL7477_STAMPING: 6976 D 1976
 AL7477_MARK LOGO: NOS   
 AL7477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7477
 AL7477  HISTORY     - Date     Condition        Report By
 AL7477  HISTORY     - 1976     MONUMENTED       NOS
 AL7477  HISTORY     - 1983     GOOD             FLDNR
 AL7477  HISTORY     - 1989     GOOD             USPSQD
 AL7477
 AL7477                          STATION DESCRIPTION
 AL7477
 AL7477'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7477'6.65 MI NW FROM TARPON SPRINGS.
 AL7477'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7477'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7477'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7477'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW
 AL7477'DRIVE, GO 0.4 MILE NORTH ON GULFVIEW DRIVE TO THE MARK.  THE MARK
 AL7477'BEARS 31 FEET EAST-NORTHEAST OF THE CENTERLINE OF GULFVIEW DRIVE, 15.6
 AL7477'FEET WEST OF THE CENTERLINE OF PINEVIEW CIRCLE AND 1 FOOT
 AL7477'WEST-SOUTHWEST OF A POWER POLE WITH WITNESS SIGN ATTACHED.  SET ON THE
 AL7477'TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7477
 AL7477                          STATION RECOVERY (1989)
 AL7477
 AL7477'RECOVERY NOTE BY US POWER SQUADRON 1989 (CBF)
 AL7477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7474 ***********************************************************************
 AL7474  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7474  DESIGNATION -  872 6976 E TIDAL
 AL7474  PID         -  AL7474
 AL7474  STATE/COUNTY-  FL/PASCO
 AL7474  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7474
 AL7474                         *CURRENT SURVEY CONTROL
 AL7474  ___________________________________________________________________
 AL7474* NAD 83(1986)-  28 12 09.     (N)    082 46 39.     (W)     SCALED    
 AL7474* NAVD 88     -         5.546  (meters)      18.20   (feet)  ADJUSTED  
 AL7474  ___________________________________________________________________
 AL7474  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AL7474  DYNAMIC HT  -           5.538 (meters)      18.17  (feet)  COMP
 AL7474  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 AL7474
 AL7474  VERT ORDER  -  SECOND    CLASS I
 AL7474
 AL7474.The horizontal coordinates were scaled from a topographic map and have
 AL7474.an estimated accuracy of +/- 6 seconds.
 AL7474
 AL7474.The orthometric height was determined by differential leveling
 AL7474.and adjusted by the National Geodetic Survey in June 1991..
 AL7474
 AL7474.This Tidal Bench Mark is designated as VM 7680
 AL7474.by the Center for Operational Oceanographic Products and Services.
 AL7474
 AL7474.The geoid height was determined by GEOID03.
 AL7474
 AL7474.The dynamic height is computed by dividing the NAVD 88
 AL7474.geopotential number by the normal gravity value computed on the
 AL7474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7474.degrees latitude (g = 980.6199 gals.).
 AL7474
 AL7474.The modeled gravity was interpolated from observed gravity values.
 AL7474
 AL7474;                    North         East    Units  Estimated Accuracy
 AL7474;SPC FL W     -   428,890.      123,670.      MT  (+/- 180 meters Scaled)
 AL7474
 AL7474                          SUPERSEDED SURVEY CONTROL
 AL7474
 AL7474.No superseded survey control is available for this station.
 AL7474
 AL7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM255209(NAD 83)
 AL7474_MARKER: DJ = TIDAL STATION DISK
 AL7474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7474_SP_SET: CONCRETE POST
 AL7474_STAMPING: 6976 E 1983
 AL7474_MARK LOGO: NOS   
 AL7474_PROJECTION: FLUSH
 AL7474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7474+STABILITY: SURFACE MOTION
 AL7474
 AL7474  HISTORY     - Date     Condition        Report By
 AL7474  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7474  HISTORY     - 1988     GOOD             USPSQD
 AL7474
 AL7474                          STATION DESCRIPTION
 AL7474
 AL7474'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7474'6.25 MI NW FROM TARPON SPRINGS.
 AL7474'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7474'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7474'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7474'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW DRIVE
 AL7474'AND THE MARK.  THE MARK BEARS 22.6 FEET WEST OF THE CENTERLINE OF
 AL7474'GULFVIEW DRIVE, 20 FEET NORTH OF THE EXTENDED CENTERLINE OF BAILEYS
 AL7474'BLUFF ROAD, 2.4 FEET WEST OF POWER POLE 2-36457 WITH WITNESS SIGN
 AL7474'ATTACHED, AND 11 FEET EAST OF THE EASTERNMOST ANCHOR FOR THE POWER
 AL7474'POLE.
 AL7474
 AL7474                          STATION RECOVERY (1988)
 AL7474
 AL7474'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7481 ***********************************************************************
 AL7481  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7481  DESIGNATION -  872 6978 A TIDAL
 AL7481  PID         -  AL7481
 AL7481  STATE/COUNTY-  FL/PASCO
 AL7481  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7481
 AL7481                         *CURRENT SURVEY CONTROL
 AL7481  ___________________________________________________________________
 AL7481* NAD 83(1986)-  28 12 24.     (N)    082 46 56.     (W)     SCALED    
 AL7481* NAVD 88     -         1.488  (meters)       4.88   (feet)  ADJUSTED  
 AL7481  ___________________________________________________________________
 AL7481  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AL7481  DYNAMIC HT  -           1.486 (meters)       4.88  (feet)  COMP
 AL7481  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 AL7481
 AL7481  VERT ORDER  -  SECOND    CLASS I
 AL7481
 AL7481.The horizontal coordinates were scaled from a topographic map and have
 AL7481.an estimated accuracy of +/- 6 seconds.
 AL7481
 AL7481.The orthometric height was determined by differential leveling
 AL7481.and adjusted by the National Geodetic Survey in June 1991..
 AL7481
 AL7481.This Tidal Bench Mark is designated as VM 7681
 AL7481.by the Center for Operational Oceanographic Products and Services.
 AL7481
 AL7481.The geoid height was determined by GEOID03.
 AL7481
 AL7481.The dynamic height is computed by dividing the NAVD 88
 AL7481.geopotential number by the normal gravity value computed on the
 AL7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7481.degrees latitude (g = 980.6199 gals.).
 AL7481
 AL7481.The modeled gravity was interpolated from observed gravity values.
 AL7481
 AL7481;                    North         East    Units  Estimated Accuracy
 AL7481;SPC FL W     -   429,360.      123,210.      MT  (+/- 180 meters Scaled)
 AL7481
 AL7481                          SUPERSEDED SURVEY CONTROL
 AL7481
 AL7481.No superseded survey control is available for this station.
 AL7481
 AL7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM250213(NAD 83)
 AL7481_MARKER: DJ = TIDAL STATION DISK
 AL7481_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7481+WITH SETTING: PAVEMENT
 AL7481_SP_SET: CONCRETE PAD
 AL7481_STAMPING: 6978 A 1976
 AL7481_MARK LOGO: NOS   
 AL7481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7481+STABILITY: SURFACE MOTION
 AL7481
 AL7481  HISTORY     - Date     Condition        Report By
 AL7481  HISTORY     - 1976     MONUMENTED       NOS
 AL7481  HISTORY     - 1983     GOOD             FLDNR
 AL7481  HISTORY     - 1988     GOOD             USPSQD
 AL7481  HISTORY     - 19970703 GOOD             USPSQD
 AL7481
 AL7481                          STATION DESCRIPTION
 AL7481
 AL7481'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7481'6.95 MI NW FROM TARPON SPRINGS.
 AL7481'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7481'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7481'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7481'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW
 AL7481'DRIVE, GO 0.7 MILE NORTH ON GULFVIEW DRIVE TO ITS END AND THE MARK.
 AL7481'THE MARK BEARS 0.7 FOOT EAST OF THE SOUTHEAST CORNER OF HOUSE 89, AND
 AL7481'89 FEET WEST-NORTHWEST OF A RAILROAD SPIKE IN THE CENTER OF THE
 AL7481'TURN-AROUND CIRCLE AT THE END OF THE ROAD.
 AL7481
 AL7481                          STATION RECOVERY (1988)
 AL7481
 AL7481'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7481'RECOVERED IN GOOD CONDITION.
 AL7481
 AL7481                          STATION RECOVERY (1997)
 AL7481
 AL7481'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7478 ***********************************************************************
 AL7478  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7478  DESIGNATION -  872 6978 B TIDAL
 AL7478  PID         -  AL7478
 AL7478  STATE/COUNTY-  FL/PASCO
 AL7478  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7478
 AL7478                         *CURRENT SURVEY CONTROL
 AL7478  ___________________________________________________________________
 AL7478* NAD 83(1986)-  28 12 24.     (N)    082 46 46.     (W)     SCALED    
 AL7478* NAVD 88     -         1.672  (meters)       5.49   (feet)  ADJUSTED  
 AL7478  ___________________________________________________________________
 AL7478  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AL7478  DYNAMIC HT  -           1.670 (meters)       5.48  (feet)  COMP
 AL7478  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 AL7478
 AL7478  VERT ORDER  -  SECOND    CLASS I
 AL7478
 AL7478.The horizontal coordinates were scaled from a topographic map and have
 AL7478.an estimated accuracy of +/- 6 seconds.
 AL7478
 AL7478.The orthometric height was determined by differential leveling
 AL7478.and adjusted by the National Geodetic Survey in June 1991..
 AL7478
 AL7478.This Tidal Bench Mark is designated as VM 7682
 AL7478.by the Center for Operational Oceanographic Products and Services.
 AL7478
 AL7478.The geoid height was determined by GEOID03.
 AL7478
 AL7478.The dynamic height is computed by dividing the NAVD 88
 AL7478.geopotential number by the normal gravity value computed on the
 AL7478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7478.degrees latitude (g = 980.6199 gals.).
 AL7478
 AL7478.The modeled gravity was interpolated from observed gravity values.
 AL7478
 AL7478;                    North         East    Units  Estimated Accuracy
 AL7478;SPC FL W     -   429,360.      123,480.      MT  (+/- 180 meters Scaled)
 AL7478
 AL7478                          SUPERSEDED SURVEY CONTROL
 AL7478
 AL7478.No superseded survey control is available for this station.
 AL7478
 AL7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM253213(NAD 83)
 AL7478_MARKER: DJ = TIDAL STATION DISK
 AL7478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7478_SP_SET: COPPER-CLAD STEEL ROD
 AL7478_STAMPING: 6978 B 1976
 AL7478_MARK LOGO: NOS   
 AL7478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7478
 AL7478  HISTORY     - Date     Condition        Report By
 AL7478  HISTORY     - 1976     MONUMENTED       NOS
 AL7478  HISTORY     - 1983     GOOD             FLDNR
 AL7478  HISTORY     - 1988     GOOD             USPSQD
 AL7478  HISTORY     - 19970703 GOOD             USPSQD
 AL7478
 AL7478                          STATION DESCRIPTION
 AL7478
 AL7478'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7478'6.95 MI NW FROM TARPON SPRINGS.
 AL7478'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7478'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7478'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7478'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW
 AL7478'DRIVE, GO 0.7 MILE NORTH ON GULFVIEW DRIVE TO ITS END AND THE MARK.
 AL7478'THE MARK BEARS 21.5 FEET WEST OF THE CENTERLINE OF GULFVIEW DRIVE, 57
 AL7478'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 83, AND 0.8 FOOT
 AL7478'NORTH-NORTHEAST OF POWER POLE 14B-6033R WITH WITNESS SIGN ATTACHED.
 AL7478'SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AL7478
 AL7478                          STATION RECOVERY (1988)
 AL7478
 AL7478'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7478'RECOVERED IN GOOD CONDITION.
 AL7478
 AL7478                          STATION RECOVERY (1997)
 AL7478
 AL7478'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7480 ***********************************************************************
 AL7480  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7480  DESIGNATION -  872 6978 C TIDAL
 AL7480  PID         -  AL7480
 AL7480  STATE/COUNTY-  FL/PASCO
 AL7480  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7480
 AL7480                         *CURRENT SURVEY CONTROL
 AL7480  ___________________________________________________________________
 AL7480* NAD 83(1986)-  28 12 24.     (N)    082 46 56.     (W)     SCALED    
 AL7480* NAVD 88     -         1.357  (meters)       4.45   (feet)  ADJUSTED  
 AL7480  ___________________________________________________________________
 AL7480  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AL7480  DYNAMIC HT  -           1.355 (meters)       4.45  (feet)  COMP
 AL7480  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 AL7480
 AL7480  VERT ORDER  -  SECOND    CLASS I
 AL7480
 AL7480.The horizontal coordinates were scaled from a topographic map and have
 AL7480.an estimated accuracy of +/- 6 seconds.
 AL7480
 AL7480.The orthometric height was determined by differential leveling
 AL7480.and adjusted by the National Geodetic Survey in June 1991..
 AL7480
 AL7480.This Tidal Bench Mark is designated as VM 7683
 AL7480.by the Center for Operational Oceanographic Products and Services.
 AL7480
 AL7480.The geoid height was determined by GEOID03.
 AL7480
 AL7480.The dynamic height is computed by dividing the NAVD 88
 AL7480.geopotential number by the normal gravity value computed on the
 AL7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7480.degrees latitude (g = 980.6199 gals.).
 AL7480
 AL7480.The modeled gravity was interpolated from observed gravity values.
 AL7480
 AL7480;                    North         East    Units  Estimated Accuracy
 AL7480;SPC FL W     -   429,360.      123,210.      MT  (+/- 180 meters Scaled)
 AL7480
 AL7480                          SUPERSEDED SURVEY CONTROL
 AL7480
 AL7480.No superseded survey control is available for this station.
 AL7480
 AL7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM250213(NAD 83)
 AL7480_MARKER: DJ = TIDAL STATION DISK
 AL7480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7480_SP_SET: COPPER-CLAD STEEL ROD
 AL7480_STAMPING: 6978 C 1976
 AL7480_MARK LOGO: NOS   
 AL7480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7480
 AL7480  HISTORY     - Date     Condition        Report By
 AL7480  HISTORY     - 1976     MONUMENTED       NOS
 AL7480  HISTORY     - 1983     GOOD             FLDNR
 AL7480  HISTORY     - 1988     GOOD             USPSQD
 AL7480  HISTORY     - 19970703 GOOD             USPSQD
 AL7480
 AL7480                          STATION DESCRIPTION
 AL7480
 AL7480'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7480'6.95 MI NW FROM TARPON SPRINGS.
 AL7480'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7480'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7480'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7480'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW
 AL7480'DRIVE, GO 0.7 MILE NORTH ON GULFVIEW DRIVE TO ITS END AND THE MARK.
 AL7480'THE MARK BEARS 36 FEET NORTH OF THE NORTHEAST CORNER OF THE GARAGE FOR
 AL7480'HOUSE 82, 16 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY FOR HOUSE 82,
 AL7480'AND 1 FOOT NORTH OF A POWER POLE.  SET ON THE TOP OF A COPPER-CLAD
 AL7480'STEEL ROD FLUSH WITH THE GROUND.
 AL7480
 AL7480                          STATION RECOVERY (1988)
 AL7480
 AL7480'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7480'RECOVERED IN GOOD CONDITION.
 AL7480
 AL7480                          STATION RECOVERY (1997)
 AL7480
 AL7480'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7458 ***********************************************************************
 AL7458  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7458  DESIGNATION -  872 6988 A TIDAL
 AL7458  PID         -  AL7458
 AL7458  STATE/COUNTY-  FL/PASCO
 AL7458  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7458
 AL7458                         *CURRENT SURVEY CONTROL
 AL7458  ___________________________________________________________________
 AL7458* NAD 83(1986)-  28 13 49.     (N)    082 45 09.     (W)     SCALED    
 AL7458* NAVD 88     -         1.939  (meters)       6.36   (feet)  ADJUSTED  
 AL7458  ___________________________________________________________________
 AL7458  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AL7458  DYNAMIC HT  -           1.936 (meters)       6.35  (feet)  COMP
 AL7458  MODELED GRAV-     979,198.7   (mgal)                       NAVD 88
 AL7458
 AL7458  VERT ORDER  -  SECOND    CLASS I
 AL7458
 AL7458.The horizontal coordinates were scaled from a topographic map and have
 AL7458.an estimated accuracy of +/- 6 seconds.
 AL7458
 AL7458.The orthometric height was determined by differential leveling
 AL7458.and adjusted by the National Geodetic Survey in June 1991..
 AL7458
 AL7458.This Tidal Bench Mark is designated as VM 7685
 AL7458.by the Center for Operational Oceanographic Products and Services.
 AL7458
 AL7458.The geoid height was determined by GEOID03.
 AL7458
 AL7458.The dynamic height is computed by dividing the NAVD 88
 AL7458.geopotential number by the normal gravity value computed on the
 AL7458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7458.degrees latitude (g = 980.6199 gals.).
 AL7458
 AL7458.The modeled gravity was interpolated from observed gravity values.
 AL7458
 AL7458;                    North         East    Units  Estimated Accuracy
 AL7458;SPC FL W     -   431,960.      126,140.      MT  (+/- 180 meters Scaled)
 AL7458
 AL7458                          SUPERSEDED SURVEY CONTROL
 AL7458
 AL7458.No superseded survey control is available for this station.
 AL7458
 AL7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM280239(NAD 83)
 AL7458_MARKER: DJ = TIDAL STATION DISK
 AL7458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7458_SP_SET: COPPER-CLAD STEEL ROD
 AL7458_STAMPING: 6988 A 1976
 AL7458_MARK LOGO: NOS   
 AL7458_PROJECTION: RECESSED 15 CENTIMETERS
 AL7458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7458_ROD/PIPE-DEPTH: 15.2 meters
 AL7458
 AL7458  HISTORY     - Date     Condition        Report By
 AL7458  HISTORY     - 1976     MONUMENTED       NOS
 AL7458  HISTORY     - 1983     GOOD             FLDNR
 AL7458  HISTORY     - 19910508 GOOD             USPSQD
 AL7458  HISTORY     - 19970612 GOOD             USPSQD
 AL7458
 AL7458                          STATION DESCRIPTION
 AL7458
 AL7458'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7458'5.3 MI NW FROM HOLIDAY.
 AL7458'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. 19, GO 3.35 MILES
 AL7458'NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE (ENTRANCE TO GULF
 AL7458'HARBORS), GO 1.6 MILES WEST AND SOUTH ON FLORAMAR TERRACE TO TOPSAIL
 AL7458'TRAIL, GO 0.05 MILE EAST ON TOPSAIL TRAIL TO GLENN DRIVE, GO 0.3 MILE
 AL7458'SOUTH ON GLENN DRIVE TO THE MARK.  THE MARK BEARS 37.2 FEET SOUTH OF
 AL7458'THE CENTER OF A MANHOLE COVER IN THE CENTER OF THE CIRCLE AT THE END
 AL7458'OF GLENN DRIVE, 5.2 FEET EAST OF A LAMP POLE, 1.2 FEET SOUTH OF THE
 AL7458'ROAD CURB, 97 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 4, AND 1
 AL7458'FOOT NORTH OF A WITNESS POST.
 AL7458
 AL7458                          STATION RECOVERY (1991)
 AL7458
 AL7458'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7458'RECOVERED IN GOOD CONDITION.
 AL7458
 AL7458                          STATION RECOVERY (1997)
 AL7458
 AL7458'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7456 ***********************************************************************
 AL7456  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7456  DESIGNATION -  872 6988 B TIDAL
 AL7456  PID         -  AL7456
 AL7456  STATE/COUNTY-  FL/PASCO
 AL7456  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7456
 AL7456                         *CURRENT SURVEY CONTROL
 AL7456  ___________________________________________________________________
 AL7456* NAD 83(1986)-  28 14 04.     (N)    082 45 09.     (W)     SCALED    
 AL7456* NAVD 88     -         1.318  (meters)       4.32   (feet)  ADJUSTED  
 AL7456  ___________________________________________________________________
 AL7456  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AL7456  DYNAMIC HT  -           1.316 (meters)       4.32  (feet)  COMP
 AL7456  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AL7456
 AL7456  VERT ORDER  -  SECOND    CLASS I
 AL7456
 AL7456.The horizontal coordinates were scaled from a topographic map and have
 AL7456.an estimated accuracy of +/- 6 seconds.
 AL7456
 AL7456.The orthometric height was determined by differential leveling
 AL7456.and adjusted by the National Geodetic Survey in June 1991..
 AL7456
 AL7456.This Tidal Bench Mark is designated as VM 7686
 AL7456.by the Center for Operational Oceanographic Products and Services.
 AL7456
 AL7456.The geoid height was determined by GEOID03.
 AL7456
 AL7456.The dynamic height is computed by dividing the NAVD 88
 AL7456.geopotential number by the normal gravity value computed on the
 AL7456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7456.degrees latitude (g = 980.6199 gals.).
 AL7456
 AL7456.The modeled gravity was interpolated from observed gravity values.
 AL7456
 AL7456;                    North         East    Units  Estimated Accuracy
 AL7456;SPC FL W     -   432,420.      126,150.      MT  (+/- 180 meters Scaled)
 AL7456
 AL7456                          SUPERSEDED SURVEY CONTROL
 AL7456
 AL7456.No superseded survey control is available for this station.
 AL7456
 AL7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM280244(NAD 83)
 AL7456_MARKER: DJ = TIDAL STATION DISK
 AL7456_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7456_SP_SET: CONCRETE PAVEMENT
 AL7456_STAMPING: 6988 B 1976
 AL7456_MARK LOGO: NOS   
 AL7456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7456
 AL7456  HISTORY     - Date     Condition        Report By
 AL7456  HISTORY     - 1976     MONUMENTED       NOS
 AL7456  HISTORY     - 1983     GOOD             FLDNR
 AL7456  HISTORY     - 19910508 GOOD             USPSQD
 AL7456  HISTORY     - 19970612 GOOD             USPSQD
 AL7456
 AL7456                          STATION DESCRIPTION
 AL7456
 AL7456'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7456'5 MI NW FROM HOLIDAY.
 AL7456'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. 19, GO 3.35 MILES
 AL7456'NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE (ENTRANCE TO GULF
 AL7456'HARBORS), GO 1.6 MILES WEST AND SOUTH ON FLORAMAR TERRACE TO TOPSAIL
 AL7456'TRAIL AND THE MARK.  THE MARK IS SET IN THE NORTHEAST CORNER OF THE
 AL7456'BOAT RAMP ABOUT 100 FEET EAST OF THE ROAD JUNCTION, 19 FEET
 AL7456'SOUTH-SOUTHWEST OF THE CENTERLINE OF TOPSAIL TRAIL, AND 67.5 FEET
 AL7456'NORTH OF THE NORTHWEST CORNER OF HOUSE 133.
 AL7456
 AL7456                          STATION RECOVERY (1991)
 AL7456
 AL7456'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7456'RECOVERED IN GOOD CONDITION.
 AL7456
 AL7456                          STATION RECOVERY (1997)
 AL7456
 AL7456'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7457 ***********************************************************************
 AL7457  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7457  DESIGNATION -  872 6988 C TIDAL
 AL7457  PID         -  AL7457
 AL7457  STATE/COUNTY-  FL/PASCO
 AL7457  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7457
 AL7457                         *CURRENT SURVEY CONTROL
 AL7457  ___________________________________________________________________
 AL7457* NAD 83(1986)-  28 13 58.     (N)    082 45 09.     (W)     SCALED    
 AL7457* NAVD 88     -         1.137  (meters)       3.73   (feet)  ADJUSTED  
 AL7457  ___________________________________________________________________
 AL7457  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AL7457  DYNAMIC HT  -           1.135 (meters)       3.72  (feet)  COMP
 AL7457  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AL7457
 AL7457  VERT ORDER  -  SECOND    CLASS I
 AL7457
 AL7457.The horizontal coordinates were scaled from a topographic map and have
 AL7457.an estimated accuracy of +/- 6 seconds.
 AL7457
 AL7457.The orthometric height was determined by differential leveling
 AL7457.and adjusted by the National Geodetic Survey in June 1991..
 AL7457
 AL7457.This Tidal Bench Mark is designated as VM 7687
 AL7457.by the Center for Operational Oceanographic Products and Services.
 AL7457
 AL7457.The geoid height was determined by GEOID03.
 AL7457
 AL7457.The dynamic height is computed by dividing the NAVD 88
 AL7457.geopotential number by the normal gravity value computed on the
 AL7457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7457.degrees latitude (g = 980.6199 gals.).
 AL7457
 AL7457.The modeled gravity was interpolated from observed gravity values.
 AL7457
 AL7457;                    North         East    Units  Estimated Accuracy
 AL7457;SPC FL W     -   432,230.      126,150.      MT  (+/- 180 meters Scaled)
 AL7457
 AL7457                          SUPERSEDED SURVEY CONTROL
 AL7457
 AL7457.No superseded survey control is available for this station.
 AL7457
 AL7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM280242(NAD 83)
 AL7457_MARKER: DJ = TIDAL STATION DISK
 AL7457_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7457_SP_SET: CONCRETE DRAIN GUTTER
 AL7457_STAMPING: 6988 C 1976
 AL7457_MARK LOGO: NOS   
 AL7457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7457
 AL7457  HISTORY     - Date     Condition        Report By
 AL7457  HISTORY     - 1976     MONUMENTED       NOS
 AL7457  HISTORY     - 1983     GOOD             FLDNR
 AL7457  HISTORY     - 19910508 GOOD             USPSQD
 AL7457  HISTORY     - 19970612 GOOD             USPSQD
 AL7457
 AL7457                          STATION DESCRIPTION
 AL7457
 AL7457'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7457'5.15 MI NW FROM HOLIDAY.
 AL7457'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. 19, GO 3.35 MILES
 AL7457'NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE (ENTRANCE TO GULF
 AL7457'HARBORS), GO 1.6 MILES WEST AND SOUTH ON FLORAMAR TERRACE TO TOPSAIL
 AL7457'TRAIL, GO 0.05 MILE EAST ON TOPSAIL TRAIL TO GLENN DRIVE, GO 0.15 MILE
 AL7457'SOUTH ON GLENN DRIVE TO THE MARK.  THE MARK BEARS 13.5 FEET EAST OF
 AL7457'THE CENTERLINE OF GLENN DRIVE, 48 FEET SOUTH-SOUTHWEST OF A FIRE
 AL7457'HYDRANT, AND 43.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE 23.
 AL7457
 AL7457                          STATION RECOVERY (1991)
 AL7457
 AL7457'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7457'RECOVERED IN GOOD CONDITION.
 AL7457
 AL7457                          STATION RECOVERY (1997)
 AL7457
 AL7457'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7455 ***********************************************************************
 AL7455  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7455  DESIGNATION -  872 6988 D TIDAL
 AL7455  PID         -  AL7455
 AL7455  STATE/COUNTY-  FL/PASCO
 AL7455  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7455
 AL7455                         *CURRENT SURVEY CONTROL
 AL7455  ___________________________________________________________________
 AL7455* NAD 83(1986)-  28 14 08.     (N)    082 45 09.     (W)     SCALED    
 AL7455* NAVD 88     -         1.803  (meters)       5.92   (feet)  ADJUSTED  
 AL7455  ___________________________________________________________________
 AL7455  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AL7455  DYNAMIC HT  -           1.800 (meters)       5.91  (feet)  COMP
 AL7455  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7455
 AL7455  VERT ORDER  -  SECOND    CLASS I
 AL7455
 AL7455.The horizontal coordinates were scaled from a topographic map and have
 AL7455.an estimated accuracy of +/- 6 seconds.
 AL7455
 AL7455.The orthometric height was determined by differential leveling
 AL7455.and adjusted by the National Geodetic Survey in June 1991..
 AL7455
 AL7455.This Tidal Bench Mark is designated as VM 7688
 AL7455.by the Center for Operational Oceanographic Products and Services.
 AL7455
 AL7455.The geoid height was determined by GEOID03.
 AL7455
 AL7455.The dynamic height is computed by dividing the NAVD 88
 AL7455.geopotential number by the normal gravity value computed on the
 AL7455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7455.degrees latitude (g = 980.6199 gals.).
 AL7455
 AL7455.The modeled gravity was interpolated from observed gravity values.
 AL7455
 AL7455;                    North         East    Units  Estimated Accuracy
 AL7455;SPC FL W     -   432,540.      126,150.      MT  (+/- 180 meters Scaled)
 AL7455
 AL7455                          SUPERSEDED SURVEY CONTROL
 AL7455
 AL7455.No superseded survey control is available for this station.
 AL7455
 AL7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM280245(NAD 83)
 AL7455_MARKER: DJ = TIDAL STATION DISK
 AL7455_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7455_SP_SET: CONCRETE CURBING
 AL7455_STAMPING: 6988 D 1976
 AL7455_MARK LOGO: NOS   
 AL7455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7455
 AL7455  HISTORY     - Date     Condition        Report By
 AL7455  HISTORY     - 1976     MONUMENTED       NOS
 AL7455  HISTORY     - 1983     GOOD             FLDNR
 AL7455  HISTORY     - 19910508 GOOD             USPSQD
 AL7455  HISTORY     - 19970612 GOOD             USPSQD
 AL7455
 AL7455                          STATION DESCRIPTION
 AL7455
 AL7455'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7455'4.95 MI NW FROM HOLIDAY.
 AL7455'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. 19, GO 3.35 MILES
 AL7455'NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE (ENTRANCE TO GULF
 AL7455'HARBORS), GO 1.6 MILES WEST AND SOUTH ON FLORAMAR TERRACE TO THE GULF
 AL7455'HARBORS GOLF COURSE AND THE MARK.  THE MARK IS SET IN THE SOUTH CURB
 AL7455'OF A PARKING LOT, 61 FEET EAST-SOUTHEAST OF THE CENTERLINE OF FLORAMAR
 AL7455'TERRACE, 25 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF HOUSE 387,
 AL7455'AND 4 FEET NORTH-NORTHEAST OF A LAMP POLE.
 AL7455'THE MARK IS 1 FT ABOVE PAVEMENT.
 AL7455
 AL7455                          STATION RECOVERY (1991)
 AL7455
 AL7455'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7455'RECOVERED IN GOOD CONDITION.
 AL7455
 AL7455                          STATION RECOVERY (1997)
 AL7455
 AL7455'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7454 ***********************************************************************
 AL7454  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7454  DESIGNATION -  872 6988 E TIDAL
 AL7454  PID         -  AL7454
 AL7454  STATE/COUNTY-  FL/PASCO
 AL7454  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7454
 AL7454                         *CURRENT SURVEY CONTROL
 AL7454  ___________________________________________________________________
 AL7454* NAD 83(1986)-  28 14 08.     (N)    082 45 09.     (W)     SCALED    
 AL7454* NAVD 88     -         1.790  (meters)       5.87   (feet)  ADJUSTED  
 AL7454  ___________________________________________________________________
 AL7454  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AL7454  DYNAMIC HT  -           1.787 (meters)       5.86  (feet)  COMP
 AL7454  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7454
 AL7454  VERT ORDER  -  SECOND    CLASS I
 AL7454
 AL7454.The horizontal coordinates were scaled from a topographic map and have
 AL7454.an estimated accuracy of +/- 6 seconds.
 AL7454
 AL7454.The orthometric height was determined by differential leveling
 AL7454.and adjusted by the National Geodetic Survey in June 1991..
 AL7454
 AL7454.This Tidal Bench Mark is designated as VM 7689
 AL7454.by the Center for Operational Oceanographic Products and Services.
 AL7454
 AL7454.The geoid height was determined by GEOID03.
 AL7454
 AL7454.The dynamic height is computed by dividing the NAVD 88
 AL7454.geopotential number by the normal gravity value computed on the
 AL7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7454.degrees latitude (g = 980.6199 gals.).
 AL7454
 AL7454.The modeled gravity was interpolated from observed gravity values.
 AL7454
 AL7454;                    North         East    Units  Estimated Accuracy
 AL7454;SPC FL W     -   432,540.      126,150.      MT  (+/- 180 meters Scaled)
 AL7454
 AL7454                          SUPERSEDED SURVEY CONTROL
 AL7454
 AL7454.No superseded survey control is available for this station.
 AL7454
 AL7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM280245(NAD 83)
 AL7454_MARKER: DJ = TIDAL STATION DISK
 AL7454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7454_SP_SET: CONCRETE CURBING
 AL7454_STAMPING: 6988 E 1976
 AL7454_MARK LOGO: NOS   
 AL7454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7454
 AL7454  HISTORY     - Date     Condition        Report By
 AL7454  HISTORY     - 1976     MONUMENTED       NOS
 AL7454  HISTORY     - 1983     GOOD             FLDNR
 AL7454  HISTORY     - 19910508 GOOD             USPSQD
 AL7454  HISTORY     - 19970612 GOOD             USPSQD
 AL7454
 AL7454                          STATION DESCRIPTION
 AL7454
 AL7454'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7454'4.95 MI NW FROM HOLIDAY.
 AL7454'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. 19, GO 3.35 MILES
 AL7454'NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE (ENTRANCE TO GULF
 AL7454'HARBORS), GO 1.6 MILES WEST AND SOUTH ON FLORAMAR TERRACE TO THE GULF
 AL7454'HARBORS GOLF COURSE AND THE MARK.  THE MARK IS SET IN THE NORTH CURB
 AL7454'OF THE PARKING LOT, 49 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 AL7454'FLORAMAR TERRACE, 2.8 FEET SOUTHWEST OF A LAMP POLE, AND 24 FEET
 AL7454'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE 377.
 AL7454'THE MARK IS 1 FT ABOVE PAVEMENT.
 AL7454
 AL7454                          STATION RECOVERY (1991)
 AL7454
 AL7454'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7454'RECOVERED IN GOOD CONDITION.
 AL7454
 AL7454                          STATION RECOVERY (1997)
 AL7454
 AL7454'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7462 ***********************************************************************
 AL7462  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7462  DESIGNATION -  872 6995 C TIDAL
 AL7462  PID         -  AL7462
 AL7462  STATE/COUNTY-  FL/PASCO
 AL7462  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7462
 AL7462                         *CURRENT SURVEY CONTROL
 AL7462  ___________________________________________________________________
 AL7462* NAD 83(1986)-  28 14 11.     (N)    082 45 47.     (W)     SCALED    
 AL7462* NAVD 88     -         1.708  (meters)       5.60   (feet)  ADJUSTED  
 AL7462  ___________________________________________________________________
 AL7462  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AL7462  DYNAMIC HT  -           1.706 (meters)       5.60  (feet)  COMP
 AL7462  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7462
 AL7462  VERT ORDER  -  SECOND    CLASS I
 AL7462
 AL7462.The horizontal coordinates were scaled from a topographic map and have
 AL7462.an estimated accuracy of +/- 6 seconds.
 AL7462
 AL7462.The orthometric height was determined by differential leveling
 AL7462.and adjusted by the National Geodetic Survey in June 1991..
 AL7462
 AL7462.This Tidal Bench Mark is designated as VM 7690
 AL7462.by the Center for Operational Oceanographic Products and Services.
 AL7462
 AL7462.The geoid height was determined by GEOID03.
 AL7462
 AL7462.The dynamic height is computed by dividing the NAVD 88
 AL7462.geopotential number by the normal gravity value computed on the
 AL7462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7462.degrees latitude (g = 980.6199 gals.).
 AL7462
 AL7462.The modeled gravity was interpolated from observed gravity values.
 AL7462
 AL7462;                    North         East    Units  Estimated Accuracy
 AL7462;SPC FL W     -   432,640.      125,110.      MT  (+/- 180 meters Scaled)
 AL7462
 AL7462                          SUPERSEDED SURVEY CONTROL
 AL7462
 AL7462.No superseded survey control is available for this station.
 AL7462
 AL7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM270246(NAD 83)
 AL7462_MARKER: DJ = TIDAL STATION DISK
 AL7462_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7462+WITH SETTING: PAVEMENT
 AL7462_SP_SET: CONCRETE SLAB
 AL7462_STAMPING: 6995 C 1976
 AL7462_MARK LOGO: NOS   
 AL7462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7462+STABILITY: SURFACE MOTION
 AL7462
 AL7462  HISTORY     - Date     Condition        Report By
 AL7462  HISTORY     - 1976     MONUMENTED       NOS
 AL7462  HISTORY     - 1983     GOOD             FLDNR
 AL7462  HISTORY     - 19910508 GOOD             USPSQD
 AL7462  HISTORY     - 19970612 GOOD             USPSQD
 AL7462
 AL7462                          STATION DESCRIPTION
 AL7462
 AL7462'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7462'5.65 MI NW FROM HOLIDAY.
 AL7462'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. HIGHWAY 19, GO
 AL7462'3.35 MILES NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE
 AL7462'(ENTRANCE TO GULF HARBORS), GO 2.3 MILES WESTERLY ON FLORAMAR TERRACE
 AL7462'TO GULF HARBORS PRIVATE BEACH AND THE MARK.  THE MARK IS SET IN A
 AL7462'4-FOOT BY 4-FOOT CONCRETE SLAB, 10 FEET WEST-NORTHWEST OF THE
 AL7462'NORTHEAST CORNER OF THE BATHHOUSE, 8.1 FEET EAST-NORTHEAST OF THE
 AL7462'NORTHWEST CORNER OF THE BATHHOUSE, AND 29.6 FEET EAST OF THE
 AL7462'CENTERLINE OF THE BEACH ROAD.
 AL7462
 AL7462                          STATION RECOVERY (1991)
 AL7462
 AL7462'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7462'RECOVERED IN GOOD CONDITION.
 AL7462
 AL7462                          STATION RECOVERY (1997)
 AL7462
 AL7462'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7463 ***********************************************************************
 AL7463  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7463  DESIGNATION -  872 6995 E TIDAL
 AL7463  PID         -  AL7463
 AL7463  STATE/COUNTY-  FL/PASCO
 AL7463  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7463
 AL7463                         *CURRENT SURVEY CONTROL
 AL7463  ___________________________________________________________________
 AL7463* NAD 83(1986)-  28 14 11.     (N)    082 45 47.     (W)     SCALED    
 AL7463* NAVD 88     -         1.447  (meters)       4.75   (feet)  ADJUSTED  
 AL7463  ___________________________________________________________________
 AL7463  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AL7463  DYNAMIC HT  -           1.445 (meters)       4.74  (feet)  COMP
 AL7463  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7463
 AL7463  VERT ORDER  -  SECOND    CLASS I
 AL7463
 AL7463.The horizontal coordinates were scaled from a topographic map and have
 AL7463.an estimated accuracy of +/- 6 seconds.
 AL7463
 AL7463.The orthometric height was determined by differential leveling
 AL7463.and adjusted by the National Geodetic Survey in June 1991..
 AL7463
 AL7463.This Tidal Bench Mark is designated as VM 7691
 AL7463.by the Center for Operational Oceanographic Products and Services.
 AL7463
 AL7463.The geoid height was determined by GEOID03.
 AL7463
 AL7463.The dynamic height is computed by dividing the NAVD 88
 AL7463.geopotential number by the normal gravity value computed on the
 AL7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7463.degrees latitude (g = 980.6199 gals.).
 AL7463
 AL7463.The modeled gravity was interpolated from observed gravity values.
 AL7463
 AL7463;                    North         East    Units  Estimated Accuracy
 AL7463;SPC FL W     -   432,640.      125,110.      MT  (+/- 180 meters Scaled)
 AL7463
 AL7463                          SUPERSEDED SURVEY CONTROL
 AL7463
 AL7463.No superseded survey control is available for this station.
 AL7463
 AL7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM270246(NAD 83)
 AL7463_MARKER: DJ = TIDAL STATION DISK
 AL7463_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7463+WITH SETTING: PAVEMENT
 AL7463_SP_SET: CONCRETE SLAB
 AL7463_STAMPING: 6995 E 1976
 AL7463_MARK LOGO: NOS   
 AL7463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7463+STABILITY: SURFACE MOTION
 AL7463
 AL7463  HISTORY     - Date     Condition        Report By
 AL7463  HISTORY     - 1976     MONUMENTED       NOS
 AL7463  HISTORY     - 1983     GOOD             FLDNR
 AL7463  HISTORY     - 19910508 GOOD             USPSQD
 AL7463  HISTORY     - 19970612 GOOD             USPSQD
 AL7463
 AL7463                          STATION DESCRIPTION
 AL7463
 AL7463'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7463'5.65 MI NW FROM HOLIDAY.
 AL7463'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. HIGHWAY 19, GO
 AL7463'3.35 MILES NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE
 AL7463'(ENTRANCE TO GULF HARBORS), GO 2.3 MILES WESTERLY ON FLORAMAR TERRACE
 AL7463'TO GULF HARBORS PRIVATE BEACH AND THE MARK.  THE MARK IS SET IN THE
 AL7463'NORTHWEST CORNER OF THE FLOOR FOR THE THIRD PICNIC SHELTER AND 74.6
 AL7463'FEET WEST OF THE CENTERLINE OF THE BEACH ROAD.
 AL7463
 AL7463                          STATION RECOVERY (1991)
 AL7463
 AL7463'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7463'RECOVERED IN GOOD CONDITION.
 AL7463
 AL7463                          STATION RECOVERY (1997)
 AL7463
 AL7463'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7461 ***********************************************************************
 AL7461  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7461  DESIGNATION -  872 6995 F TIDAL
 AL7461  PID         -  AL7461
 AL7461  STATE/COUNTY-  FL/PASCO
 AL7461  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7461
 AL7461                         *CURRENT SURVEY CONTROL
 AL7461  ___________________________________________________________________
 AL7461* NAD 83(1986)-  28 14 11.     (N)    082 45 47.     (W)     SCALED    
 AL7461* NAVD 88     -         1.406  (meters)       4.61   (feet)  ADJUSTED  
 AL7461  ___________________________________________________________________
 AL7461  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AL7461  DYNAMIC HT  -           1.404 (meters)       4.61  (feet)  COMP
 AL7461  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7461
 AL7461  VERT ORDER  -  SECOND    CLASS I
 AL7461
 AL7461.The horizontal coordinates were scaled from a topographic map and have
 AL7461.an estimated accuracy of +/- 6 seconds.
 AL7461
 AL7461.The orthometric height was determined by differential leveling
 AL7461.and adjusted by the National Geodetic Survey in June 1991..
 AL7461
 AL7461.This Tidal Bench Mark is designated as VM 7692
 AL7461.by the Center for Operational Oceanographic Products and Services.
 AL7461
 AL7461.The geoid height was determined by GEOID03.
 AL7461
 AL7461.The dynamic height is computed by dividing the NAVD 88
 AL7461.geopotential number by the normal gravity value computed on the
 AL7461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7461.degrees latitude (g = 980.6199 gals.).
 AL7461
 AL7461.The modeled gravity was interpolated from observed gravity values.
 AL7461
 AL7461;                    North         East    Units  Estimated Accuracy
 AL7461;SPC FL W     -   432,640.      125,110.      MT  (+/- 180 meters Scaled)
 AL7461
 AL7461                          SUPERSEDED SURVEY CONTROL
 AL7461
 AL7461.No superseded survey control is available for this station.
 AL7461
 AL7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM270246(NAD 83)
 AL7461_MARKER: DJ = TIDAL STATION DISK
 AL7461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7461_SP_SET: COPPER-CLAD STEEL ROD
 AL7461_STAMPING: 6995 F 1976
 AL7461_MARK LOGO: NOS   
 AL7461_PROJECTION: PROJECTING 3 CENTIMETERS
 AL7461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7461_ROD/PIPE-DEPTH: 15.2 meters
 AL7461
 AL7461  HISTORY     - Date     Condition        Report By
 AL7461  HISTORY     - 1976     MONUMENTED       NOS
 AL7461  HISTORY     - 1983     GOOD             FLDNR
 AL7461  HISTORY     - 19910508 GOOD             USPSQD
 AL7461  HISTORY     - 19970612 GOOD             USPSQD
 AL7461
 AL7461                          STATION DESCRIPTION
 AL7461
 AL7461'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7461'5.65 MI NW FROM HOLIDAY.
 AL7461'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. HIGHWAY 19, GO
 AL7461'3.35 MILES NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE
 AL7461'(ENTRANCE TO GULF HARBORS), GO 2.3 MILES WESTERLY ON FLORAMAR TERRACE
 AL7461'TO GULF HARBORS PRIVATE BEACH AND THE MARK.  THE MARK BEARS 79.8 FEET
 AL7461'WEST OF THE CENTERLINE OF THE BEACH ROAD IN FRONT OF THE BATHHOUSE, 45
 AL7461'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE EIGHTH PICNIC SHELTER,
 AL7461'AND 2.8 FEET EAST OF THE EASTERNMOST PALM TREE OF THREE PALMS.
 AL7461
 AL7461                          STATION RECOVERY (1991)
 AL7461
 AL7461'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7461'RECOVERED IN GOOD CONDITION.
 AL7461
 AL7461                          STATION RECOVERY (1997)
 AL7461
 AL7461'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7460 ***********************************************************************
 AL7460  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7460  DESIGNATION -  872 6995 G TIDAL
 AL7460  PID         -  AL7460
 AL7460  STATE/COUNTY-  FL/PASCO
 AL7460  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7460
 AL7460                         *CURRENT SURVEY CONTROL
 AL7460  ___________________________________________________________________
 AL7460* NAD 83(1986)-  28 14 11.     (N)    082 45 47.     (W)     SCALED    
 AL7460* NAVD 88     -         2.317  (meters)       7.60   (feet)  ADJUSTED  
 AL7460  ___________________________________________________________________
 AL7460  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AL7460  DYNAMIC HT  -           2.314 (meters)       7.59  (feet)  COMP
 AL7460  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7460
 AL7460  VERT ORDER  -  SECOND    CLASS I
 AL7460
 AL7460.The horizontal coordinates were scaled from a topographic map and have
 AL7460.an estimated accuracy of +/- 6 seconds.
 AL7460
 AL7460.The orthometric height was determined by differential leveling
 AL7460.and adjusted by the National Geodetic Survey in June 1991..
 AL7460
 AL7460.This Tidal Bench Mark is designated as VM 7693
 AL7460.by the Center for Operational Oceanographic Products and Services.
 AL7460
 AL7460.The geoid height was determined by GEOID03.
 AL7460
 AL7460.The dynamic height is computed by dividing the NAVD 88
 AL7460.geopotential number by the normal gravity value computed on the
 AL7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7460.degrees latitude (g = 980.6199 gals.).
 AL7460
 AL7460.The modeled gravity was interpolated from observed gravity values.
 AL7460
 AL7460;                    North         East    Units  Estimated Accuracy
 AL7460;SPC FL W     -   432,640.      125,110.      MT  (+/- 180 meters Scaled)
 AL7460
 AL7460                          SUPERSEDED SURVEY CONTROL
 AL7460
 AL7460.No superseded survey control is available for this station.
 AL7460
 AL7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM270246(NAD 83)
 AL7460_MARKER: DJ = TIDAL STATION DISK
 AL7460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7460_SP_SET: CONCRETE WALL
 AL7460_STAMPING: 6995 G 1983
 AL7460_MARK LOGO: NOS   
 AL7460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7460+STABILITY: SURFACE MOTION
 AL7460
 AL7460  HISTORY     - Date     Condition        Report By
 AL7460  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7460  HISTORY     - 19910508 GOOD             USPSQD
 AL7460  HISTORY     - 19970612 GOOD             USPSQD
 AL7460
 AL7460                          STATION DESCRIPTION
 AL7460
 AL7460'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7460'5.65 MI NW FROM HOLIDAY.
 AL7460'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. HIGHWAY 19, GO
 AL7460'3.35 MILES NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE
 AL7460'(ENTRANCE TO GULF HARBORS), GO 2.3 MILES WESTERLY ON FLORAMAR TERRACE
 AL7460'TO GULF HARBORS PRIVATE BEACH AND THE MARK.  THE MARK BEARS 21.0 FEET
 AL7460'EAST OF THE CENTERLINE OF FLORAMAR TERRACE CIRCLE, 114.5 FEET SOUTH OF
 AL7460'THE CENTERLINE OF THE ENTRANCE ROAD TO THE BEACH, 6.75 FEET
 AL7460'NORTH-NORTHEAST OF THE CENTER OF A MANHOLE FOR A BOX DRAIN, 15.1 FEET
 AL7460'NORTHWEST OF A CULVERT, AND IS SET IN THE TOP OF A 3-FOOT HIGH
 AL7460'CONCRETE WALL AROUND A CIRCULAR POND.
 AL7460
 AL7460                          STATION RECOVERY (1991)
 AL7460
 AL7460'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7460'RECOVERED IN GOOD CONDITION.
 AL7460
 AL7460                          STATION RECOVERY (1997)
 AL7460
 AL7460'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7459 ***********************************************************************
 AL7459  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7459  DESIGNATION -  872 6995 H TIDAL
 AL7459  PID         -  AL7459
 AL7459  STATE/COUNTY-  FL/PASCO
 AL7459  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7459
 AL7459                         *CURRENT SURVEY CONTROL
 AL7459  ___________________________________________________________________
 AL7459* NAD 83(1986)-  28 14 11.     (N)    082 45 47.     (W)     SCALED    
 AL7459* NAVD 88     -         1.656  (meters)       5.43   (feet)  ADJUSTED  
 AL7459  ___________________________________________________________________
 AL7459  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AL7459  DYNAMIC HT  -           1.654 (meters)       5.43  (feet)  COMP
 AL7459  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7459
 AL7459  VERT ORDER  -  SECOND    CLASS I
 AL7459
 AL7459.The horizontal coordinates were scaled from a topographic map and have
 AL7459.an estimated accuracy of +/- 6 seconds.
 AL7459
 AL7459.The orthometric height was determined by differential leveling
 AL7459.and adjusted by the National Geodetic Survey in June 1991..
 AL7459
 AL7459.This Tidal Bench Mark is designated as VM 7694
 AL7459.by the Center for Operational Oceanographic Products and Services.
 AL7459
 AL7459.The geoid height was determined by GEOID03.
 AL7459
 AL7459.The dynamic height is computed by dividing the NAVD 88
 AL7459.geopotential number by the normal gravity value computed on the
 AL7459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7459.degrees latitude (g = 980.6199 gals.).
 AL7459
 AL7459.The modeled gravity was interpolated from observed gravity values.
 AL7459
 AL7459;                    North         East    Units  Estimated Accuracy
 AL7459;SPC FL W     -   432,640.      125,110.      MT  (+/- 180 meters Scaled)
 AL7459
 AL7459                          SUPERSEDED SURVEY CONTROL
 AL7459
 AL7459.No superseded survey control is available for this station.
 AL7459
 AL7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM270246(NAD 83)
 AL7459_MARKER: DJ = TIDAL STATION DISK
 AL7459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7459_SP_SET: CONCRETE POST
 AL7459_STAMPING: 6995 H 1983
 AL7459_MARK LOGO: NOS   
 AL7459_PROJECTION: FLUSH
 AL7459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7459+STABILITY: SURFACE MOTION
 AL7459
 AL7459  HISTORY     - Date     Condition        Report By
 AL7459  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7459  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AL7459
 AL7459                          STATION DESCRIPTION
 AL7459
 AL7459'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7459'5.65 MI NW FROM HOLIDAY.
 AL7459'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19A WITH U.S. HIGHWAY 19, GO
 AL7459'3.35 MILES NORTH ON U.S. 19 TO THE JUNCTION OF FLORAMAR TERRACE
 AL7459'(ENTRANCE TO GULF HARBORS), GO 2.3 MILES WESTERLY ON FLORAMAR TERRACE
 AL7459'TO GULF HARBORS PRIVATE BEACH AND THE MARK.  THE MARK BEARS ABOUT 500
 AL7459'FEET EAST OF THE ENTRANCE TO THE PRIVATE BEACH, 57.5 FEET
 AL7459'NORTH-NORTHEAST OF THE CENTERLINE OF FLORAMAR TERRACE, 4.5 FEET
 AL7459'SOUTH-SOUTHWEST OF A CHAIN-LINK FENCE, 18 FEET NORTHEAST OF THE CENTER
 AL7459'OF A MANHOLE THAT PROJECTS 2 FEET ABOVE GROUND, AND 43.6 FEET
 AL7459'EAST-SOUTHEAST OF A FENCE CORNER.
 AL7459
 AL7459                          STATION RECOVERY (1991)
 AL7459
 AL7459'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL7459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7444 ***********************************************************************
 AL7444  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7444  DESIGNATION -  872 6996 B TIDAL
 AL7444  PID         -  AL7444
 AL7444  STATE/COUNTY-  FL/PASCO
 AL7444  USGS QUAD   -  ELFERS (1987)
 AL7444
 AL7444                         *CURRENT SURVEY CONTROL
 AL7444  ___________________________________________________________________
 AL7444* NAD 83(1986)-  28 14 59.     (N)    082 43 55.     (W)     SCALED    
 AL7444* NAVD 88     -         2.038  (meters)       6.69   (feet)  ADJUSTED  
 AL7444  ___________________________________________________________________
 AL7444  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AL7444  DYNAMIC HT  -           2.035 (meters)       6.68  (feet)  COMP
 AL7444  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AL7444
 AL7444  VERT ORDER  -  SECOND    CLASS I
 AL7444
 AL7444.The horizontal coordinates were scaled from a topographic map and have
 AL7444.an estimated accuracy of +/- 6 seconds.
 AL7444
 AL7444.The orthometric height was determined by differential leveling
 AL7444.and adjusted by the National Geodetic Survey in June 1991..
 AL7444
 AL7444.This Tidal Bench Mark is designated as VM 7696
 AL7444.by the Center for Operational Oceanographic Products and Services.
 AL7444
 AL7444.The geoid height was determined by GEOID03.
 AL7444
 AL7444.The dynamic height is computed by dividing the NAVD 88
 AL7444.geopotential number by the normal gravity value computed on the
 AL7444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7444.degrees latitude (g = 980.6199 gals.).
 AL7444
 AL7444.The modeled gravity was interpolated from observed gravity values.
 AL7444
 AL7444;                    North         East    Units  Estimated Accuracy
 AL7444;SPC FL W     -   434,100.      128,170.      MT  (+/- 180 meters Scaled)
 AL7444
 AL7444                          SUPERSEDED SURVEY CONTROL
 AL7444
 AL7444.No superseded survey control is available for this station.
 AL7444
 AL7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM300260(NAD 83)
 AL7444_MARKER: DJ = TIDAL STATION DISK
 AL7444_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7444+WITH SETTING: PAVEMENT
 AL7444_SP_SET: CONCRETE DECKING
 AL7444_STAMPING: 6996 B 1976
 AL7444_MARK LOGO: NOS   
 AL7444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7444+STABILITY: SURFACE MOTION
 AL7444
 AL7444  HISTORY     - Date     Condition        Report By
 AL7444  HISTORY     - 1976     MONUMENTED       NOS
 AL7444  HISTORY     - 1983     GOOD             FLDNR
 AL7444  HISTORY     - 19970612 MARK NOT FOUND   USPSQD
 AL7444
 AL7444                          STATION DESCRIPTION
 AL7444
 AL7444'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7444'IN NEW PORT RICHEY.
 AL7444'BEGIN AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 19, GO 0.45
 AL7444'MILE WEST ON MAIN STREET TO THE ENTRANCE ROAD TO THE NEW PORT RICHEY
 AL7444'WASTEWATER TREATMENT PLANT AND THE MARK.  THE MARK BEARS 10.5 FEET
 AL7444'SOUTH OF THE NORTHWEST CORNER OF THE BLOWER BUILDING, 9.5 FEET NORTH
 AL7444'OF THE SOUTHWEST CORNER OF THE BLOWER BUILDING, AND 1 FOOT WEST OF THE
 AL7444'SCREEN WALL OF THE BUILDING.
 AL7444
 AL7444                          STATION RECOVERY (1997)
 AL7444
 AL7444'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7443 ***********************************************************************
 AL7443  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7443  DESIGNATION -  872 6996 D TIDAL
 AL7443  PID         -  AL7443
 AL7443  STATE/COUNTY-  FL/PASCO
 AL7443  USGS QUAD   -  ELFERS (1987)
 AL7443
 AL7443                         *CURRENT SURVEY CONTROL
 AL7443  ___________________________________________________________________
 AL7443* NAD 83(1986)-  28 14 59.     (N)    082 43 55.     (W)     SCALED    
 AL7443* NAVD 88     -         2.605  (meters)       8.55   (feet)  ADJUSTED  
 AL7443  ___________________________________________________________________
 AL7443  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AL7443  DYNAMIC HT  -           2.601 (meters)       8.53  (feet)  COMP
 AL7443  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AL7443
 AL7443  VERT ORDER  -  SECOND    CLASS I
 AL7443
 AL7443.The horizontal coordinates were scaled from a topographic map and have
 AL7443.an estimated accuracy of +/- 6 seconds.
 AL7443
 AL7443.The orthometric height was determined by differential leveling
 AL7443.and adjusted by the National Geodetic Survey in June 1991..
 AL7443
 AL7443.This Tidal Bench Mark is designated as VM 7698
 AL7443.by the Center for Operational Oceanographic Products and Services.
 AL7443
 AL7443.The geoid height was determined by GEOID03.
 AL7443
 AL7443.The dynamic height is computed by dividing the NAVD 88
 AL7443.geopotential number by the normal gravity value computed on the
 AL7443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7443.degrees latitude (g = 980.6199 gals.).
 AL7443
 AL7443.The modeled gravity was interpolated from observed gravity values.
 AL7443
 AL7443;                    North         East    Units  Estimated Accuracy
 AL7443;SPC FL W     -   434,100.      128,170.      MT  (+/- 180 meters Scaled)
 AL7443
 AL7443                          SUPERSEDED SURVEY CONTROL
 AL7443
 AL7443.No superseded survey control is available for this station.
 AL7443
 AL7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM300260(NAD 83)
 AL7443_MARKER: DJ = TIDAL STATION DISK
 AL7443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7443_SP_SET: CONCRETE WALL
 AL7443_STAMPING: 6996 D 1976
 AL7443_MARK LOGO: NOS   
 AL7443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7443+STABILITY: SURFACE MOTION
 AL7443
 AL7443  HISTORY     - Date     Condition        Report By
 AL7443  HISTORY     - 1976     MONUMENTED       NOS
 AL7443  HISTORY     - 1983     GOOD             FLDNR
 AL7443
 AL7443                          STATION DESCRIPTION
 AL7443
 AL7443'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7443'IN NEW PORT RICHEY.
 AL7443'BEGIN AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 19, GO 0.45
 AL7443'MILE WEST ON MAIN STREET TO THE ENTRANCE ROAD TO THE NEW PORT RICHEY
 AL7443'WASTEWATER TREATMENT PLANT AND THE MARK.  THE MARK BEARS 41 FEET EAST
 AL7443'OF THE WEST CHAIN-LINK FENCE, 86 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 AL7443'CORNER OF THE GARAGE, AND IS SET IN THE TOP OF THE WALL ON THE WEST
 AL7443'SIDE OF THE SECOND TREATMENT TANK FROM THE NORTHERNMOST TANK OF FOUR
 AL7443'TANKS.
 AL7443'THE MARK IS 2.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7445 ***********************************************************************
 AL7445  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7445  DESIGNATION -  872 6996 E TIDAL
 AL7445  PID         -  AL7445
 AL7445  STATE/COUNTY-  FL/PASCO
 AL7445  USGS QUAD   -  ELFERS (1987)
 AL7445
 AL7445                         *CURRENT SURVEY CONTROL
 AL7445  ___________________________________________________________________
 AL7445* NAD 83(1986)-  28 14 59.     (N)    082 43 55.     (W)     SCALED    
 AL7445* NAVD 88     -         2.080  (meters)       6.82   (feet)  ADJUSTED  
 AL7445  ___________________________________________________________________
 AL7445  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AL7445  DYNAMIC HT  -           2.077 (meters)       6.81  (feet)  COMP
 AL7445  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AL7445
 AL7445  VERT ORDER  -  SECOND    CLASS I
 AL7445
 AL7445.The horizontal coordinates were scaled from a topographic map and have
 AL7445.an estimated accuracy of +/- 6 seconds.
 AL7445
 AL7445.The orthometric height was determined by differential leveling
 AL7445.and adjusted by the National Geodetic Survey in June 1991..
 AL7445
 AL7445.This Tidal Bench Mark is designated as VM 7699
 AL7445.by the Center for Operational Oceanographic Products and Services.
 AL7445
 AL7445.The geoid height was determined by GEOID03.
 AL7445
 AL7445.The dynamic height is computed by dividing the NAVD 88
 AL7445.geopotential number by the normal gravity value computed on the
 AL7445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7445.degrees latitude (g = 980.6199 gals.).
 AL7445
 AL7445.The modeled gravity was interpolated from observed gravity values.
 AL7445
 AL7445;                    North         East    Units  Estimated Accuracy
 AL7445;SPC FL W     -   434,100.      128,170.      MT  (+/- 180 meters Scaled)
 AL7445
 AL7445                          SUPERSEDED SURVEY CONTROL
 AL7445
 AL7445.No superseded survey control is available for this station.
 AL7445
 AL7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM300260(NAD 83)
 AL7445_MARKER: DJ = TIDAL STATION DISK
 AL7445_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7445+WITH SETTING: PAVEMENT
 AL7445_SP_SET: CONCRETE DECKING
 AL7445_STAMPING: 6996 E 1976
 AL7445_MARK LOGO: NOS   
 AL7445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7445+STABILITY: SURFACE MOTION
 AL7445
 AL7445  HISTORY     - Date     Condition        Report By
 AL7445  HISTORY     - 1976     MONUMENTED       NOS
 AL7445  HISTORY     - 1983     GOOD             FLDNR
 AL7445  HISTORY     - 19970612 GOOD             USPSQD
 AL7445
 AL7445                          STATION DESCRIPTION
 AL7445
 AL7445'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7445'IN NEW PORT RICHEY.
 AL7445'BEGIN AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 19, GO 0.45
 AL7445'MILE WEST ON MAIN STREET TO THE ENTRANCE ROAD TO THE NEW PORT RICHEY
 AL7445'WASTEWATER TREATMENT PLANT AND THE MARK.  THE MARK IS SET IN THE
 AL7445'GARAGE DECK INSIDE THE GARAGE, 1 FOOT SOUTH OF THE NORTHEAST CORNER OF
 AL7445'THE GARAGE, 48 FEET WEST OF THE SOUTHWEST CORNER OF THE OFFICE
 AL7445'BUILDING, AND 1 FOOT WEST OF THE EAST WALL OF THE GARAGE.
 AL7445
 AL7445                          STATION RECOVERY (1997)
 AL7445
 AL7445'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7442 ***********************************************************************
 AL7442  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7442  DESIGNATION -  872 6996 F TIDAL
 AL7442  PID         -  AL7442
 AL7442  STATE/COUNTY-  FL/PASCO
 AL7442  USGS QUAD   -  ELFERS (1987)
 AL7442
 AL7442                         *CURRENT SURVEY CONTROL
 AL7442  ___________________________________________________________________
 AL7442* NAD 83(1986)-  28 14 59.     (N)    082 43 55.     (W)     SCALED    
 AL7442* NAVD 88     -         1.789  (meters)       5.87   (feet)  ADJUSTED  
 AL7442  ___________________________________________________________________
 AL7442  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AL7442  DYNAMIC HT  -           1.786 (meters)       5.86  (feet)  COMP
 AL7442  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AL7442
 AL7442  VERT ORDER  -  SECOND    CLASS I
 AL7442
 AL7442.The horizontal coordinates were scaled from a topographic map and have
 AL7442.an estimated accuracy of +/- 6 seconds.
 AL7442
 AL7442.The orthometric height was determined by differential leveling
 AL7442.and adjusted by the National Geodetic Survey in June 1991..
 AL7442
 AL7442.This Tidal Bench Mark is designated as VM 7700
 AL7442.by the Center for Operational Oceanographic Products and Services.
 AL7442
 AL7442.The geoid height was determined by GEOID03.
 AL7442
 AL7442.The dynamic height is computed by dividing the NAVD 88
 AL7442.geopotential number by the normal gravity value computed on the
 AL7442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7442.degrees latitude (g = 980.6199 gals.).
 AL7442
 AL7442.The modeled gravity was interpolated from observed gravity values.
 AL7442
 AL7442;                    North         East    Units  Estimated Accuracy
 AL7442;SPC FL W     -   434,100.      128,170.      MT  (+/- 180 meters Scaled)
 AL7442
 AL7442                          SUPERSEDED SURVEY CONTROL
 AL7442
 AL7442.No superseded survey control is available for this station.
 AL7442
 AL7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM300260(NAD 83)
 AL7442_MARKER: DJ = TIDAL STATION DISK
 AL7442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7442_SP_SET: COPPER-CLAD STEEL ROD
 AL7442_STAMPING: 6996 F 1976
 AL7442_MARK LOGO: NOS   
 AL7442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7442
 AL7442  HISTORY     - Date     Condition        Report By
 AL7442  HISTORY     - 1976     MONUMENTED       NOS
 AL7442  HISTORY     - 1983     GOOD             FLDNR
 AL7442
 AL7442                          STATION DESCRIPTION
 AL7442
 AL7442'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7442'IN NEW PORT RICHEY.
 AL7442'BEGIN AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 19, GO 0.45
 AL7442'MILE WEST ON MAIN STREET TO THE ENTRANCE ROAD TO THE NEW PORT RICHEY
 AL7442'WASTEWATER TREATMENT PLANT AND THE MARK.  THE MARK BEARS 65.4 FEET
 AL7442'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING, 25 FEET WEST
 AL7442'OF THE CENTERLINE OF THE ENTRANCE ROAD, AND 1 FOOT SOUTH OF A WITNESS
 AL7442'POST.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE
 AL7442'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7441 ***********************************************************************
 AL7441  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7441  DESIGNATION -  872 6996 G TIDAL
 AL7441  PID         -  AL7441
 AL7441  STATE/COUNTY-  FL/PASCO
 AL7441  USGS QUAD   -  ELFERS (1987)
 AL7441
 AL7441                         *CURRENT SURVEY CONTROL
 AL7441  ___________________________________________________________________
 AL7441* NAD 83(1986)-  28 14 59.     (N)    082 43 55.     (W)     SCALED    
 AL7441* NAVD 88     -         0.829  (meters)       2.72   (feet)  ADJUSTED  
 AL7441  ___________________________________________________________________
 AL7441  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AL7441  DYNAMIC HT  -           0.827 (meters)       2.71  (feet)  COMP
 AL7441  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AL7441
 AL7441  VERT ORDER  -  SECOND    CLASS I
 AL7441
 AL7441.The horizontal coordinates were scaled from a topographic map and have
 AL7441.an estimated accuracy of +/- 6 seconds.
 AL7441
 AL7441.The orthometric height was determined by differential leveling
 AL7441.and adjusted by the National Geodetic Survey in June 1991..
 AL7441
 AL7441.This Tidal Bench Mark is designated as VM 16461
 AL7441.by the Center for Operational Oceanographic Products and Services.
 AL7441
 AL7441.The geoid height was determined by GEOID03.
 AL7441
 AL7441.The dynamic height is computed by dividing the NAVD 88
 AL7441.geopotential number by the normal gravity value computed on the
 AL7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7441.degrees latitude (g = 980.6199 gals.).
 AL7441
 AL7441.The modeled gravity was interpolated from observed gravity values.
 AL7441
 AL7441;                    North         East    Units  Estimated Accuracy
 AL7441;SPC FL W     -   434,100.      128,170.      MT  (+/- 180 meters Scaled)
 AL7441
 AL7441                          SUPERSEDED SURVEY CONTROL
 AL7441
 AL7441.No superseded survey control is available for this station.
 AL7441
 AL7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM300260(NAD 83)
 AL7441_MARKER: DJ = TIDAL STATION DISK
 AL7441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7441_SP_SET: CULVERT HEADWALL
 AL7441_STAMPING: 6996 G 1983
 AL7441_MARK LOGO: NOS   
 AL7441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7441+STABILITY: SURFACE MOTION
 AL7441
 AL7441  HISTORY     - Date     Condition        Report By
 AL7441  HISTORY     - 1983     MONUMENTED       FLDNR
 AL7441  HISTORY     - 19970612 GOOD             USPSQD
 AL7441
 AL7441                          STATION DESCRIPTION
 AL7441
 AL7441'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7441'IN NEW PORT RICHEY.
 AL7441'BEGIN AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 19, GO 0.45
 AL7441'MILE WEST ON MAIN STREET TO THE ENTRANCE ROAD TO THE NEW PORT RICHEY
 AL7441'WASTEWATER TREATMENT PLANT AND THE MARK.  THE MARK BEARS 21 FEET NORTH
 AL7441'OF THE CENTERLINE OF MAIN STREET, 96.2 FEET WEST OF THE EXTENDED
 AL7441'CENTERLINE OF THE ENTRANCE ROAD TO THE TREATMENT PLANT, 212 FEET EAST
 AL7441'OF THE CENTERLINE OF SEA FOREST DRIVE, AND 10 FEET EAST OF THE WEST
 AL7441'END OF THE HEADWALL.
 AL7441'THE MARK IS 2 FT BELOW PAVEMENT.
 AL7441
 AL7441                          STATION RECOVERY (1997)
 AL7441
 AL7441'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7450 ***********************************************************************
 AL7450  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7450  DESIGNATION -  872 7001 A TIDAL
 AL7450  PID         -  AL7450
 AL7450  STATE/COUNTY-  FL/PASCO
 AL7450  USGS QUAD   -  ELFERS (1987)
 AL7450
 AL7450                         *CURRENT SURVEY CONTROL
 AL7450  ___________________________________________________________________
 AL7450* NAD 83(1986)-  28 14 59.     (N)    082 43 29.     (W)     SCALED    
 AL7450* NAVD 88     -         3.385  (meters)      11.11   (feet)  ADJUSTED  
 AL7450  ___________________________________________________________________
 AL7450  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AL7450  DYNAMIC HT  -           3.380 (meters)      11.09  (feet)  COMP
 AL7450  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AL7450
 AL7450  VERT ORDER  -  SECOND    CLASS I
 AL7450
 AL7450.The horizontal coordinates were scaled from a topographic map and have
 AL7450.an estimated accuracy of +/- 6 seconds.
 AL7450
 AL7450.The orthometric height was determined by differential leveling
 AL7450.and adjusted by the National Geodetic Survey in June 1991..
 AL7450
 AL7450.This Tidal Bench Mark is designated as VM 7701
 AL7450.by the Center for Operational Oceanographic Products and Services.
 AL7450
 AL7450.The geoid height was determined by GEOID03.
 AL7450
 AL7450.The dynamic height is computed by dividing the NAVD 88
 AL7450.geopotential number by the normal gravity value computed on the
 AL7450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7450.degrees latitude (g = 980.6199 gals.).
 AL7450
 AL7450.The modeled gravity was interpolated from observed gravity values.
 AL7450
 AL7450;                    North         East    Units  Estimated Accuracy
 AL7450;SPC FL W     -   434,100.      128,880.      MT  (+/- 180 meters Scaled)
 AL7450
 AL7450                          SUPERSEDED SURVEY CONTROL
 AL7450
 AL7450.No superseded survey control is available for this station.
 AL7450
 AL7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307260(NAD 83)
 AL7450_MARKER: DJ = TIDAL STATION DISK
 AL7450_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7450+WITH SETTING: PAVEMENT
 AL7450_SP_SET: CONCRETE STEP
 AL7450_STAMPING: 7001 A 1976
 AL7450_MARK LOGO: NOS   
 AL7450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7450+STABILITY: SURFACE MOTION
 AL7450
 AL7450  HISTORY     - Date     Condition        Report By
 AL7450  HISTORY     - 1976     MONUMENTED       NOS
 AL7450  HISTORY     - 1983     GOOD             FLDNR
 AL7450  HISTORY     - 19970612 GOOD             USPSQD
 AL7450
 AL7450                          STATION DESCRIPTION
 AL7450
 AL7450'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7450'IN NEW PORT RICHEY.
 AL7450'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.25
 AL7450'MILE EAST ON MAIN STREET TO RIVER ROAD, GO 0.15 MILE SOUTH ON RIVER
 AL7450'ROAD TO THE MARK.  THE MARK IS SET IN THE TOP OF THE FIRST STEP IN
 AL7450'FRONT OF THE FIRST CHURCH OF CHRIST SCIENTIST, 55.6 FEET WEST OF THE
 AL7450'CENTERLINE OF RIVER ROAD, 35 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 AL7450'THE CHURCH, AND 20 FEET EAST OF THE EAST WALL OF THE CHURCH.
 AL7450
 AL7450                          STATION RECOVERY (1997)
 AL7450
 AL7450'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7449 ***********************************************************************
 AL7449  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7449  DESIGNATION -  872 7001 B TIDAL
 AL7449  PID         -  AL7449
 AL7449  STATE/COUNTY-  FL/PASCO
 AL7449  USGS QUAD   -  PORT RICHEY (1988)
 AL7449
 AL7449                         *CURRENT SURVEY CONTROL
 AL7449  ___________________________________________________________________
 AL7449* NAD 83(1986)-  28 15 01.     (N)    082 43 25.     (W)     SCALED    
 AL7449* NAVD 88     -         2.135  (meters)       7.00   (feet)  ADJUSTED  
 AL7449  ___________________________________________________________________
 AL7449  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AL7449  DYNAMIC HT  -           2.132 (meters)       6.99  (feet)  COMP
 AL7449  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AL7449
 AL7449  VERT ORDER  -  SECOND    CLASS I
 AL7449
 AL7449.The horizontal coordinates were scaled from a topographic map and have
 AL7449.an estimated accuracy of +/- 6 seconds.
 AL7449
 AL7449.The orthometric height was determined by differential leveling
 AL7449.and adjusted by the National Geodetic Survey in June 1991..
 AL7449
 AL7449.This Tidal Bench Mark is designated as VM 7702
 AL7449.by the Center for Operational Oceanographic Products and Services.
 AL7449
 AL7449.The geoid height was determined by GEOID03.
 AL7449
 AL7449.The dynamic height is computed by dividing the NAVD 88
 AL7449.geopotential number by the normal gravity value computed on the
 AL7449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7449.degrees latitude (g = 980.6199 gals.).
 AL7449
 AL7449.The modeled gravity was interpolated from observed gravity values.
 AL7449
 AL7449;                    North         East    Units  Estimated Accuracy
 AL7449;SPC FL W     -   434,160.      128,990.      MT  (+/- 180 meters Scaled)
 AL7449
 AL7449                          SUPERSEDED SURVEY CONTROL
 AL7449
 AL7449.No superseded survey control is available for this station.
 AL7449
 AL7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309261(NAD 83)
 AL7449_MARKER: DJ = TIDAL STATION DISK
 AL7449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7449_SP_SET: COPPER-CLAD STEEL ROD
 AL7449_STAMPING: 7001 B 1976
 AL7449_MARK LOGO: NOS   
 AL7449_PROJECTION: FLUSH
 AL7449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7449_ROD/PIPE-DEPTH: 15.2 meters
 AL7449
 AL7449  HISTORY     - Date     Condition        Report By
 AL7449  HISTORY     - 1976     MONUMENTED       NOS
 AL7449  HISTORY     - 1983     GOOD             FLDNR
 AL7449  HISTORY     - 19970612 GOOD             USPSQD
 AL7449
 AL7449                          STATION DESCRIPTION
 AL7449
 AL7449'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7449'IN NEW PORT RICHEY.
 AL7449'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.25
 AL7449'MILE EAST ON MAIN STREET TO RIVER ROAD AND THE MARK.  THE MARK BEARS
 AL7449'99 FEET NORTH OF THE CURB OF MAIN STREET, 25.6 FEET EAST OF THE
 AL7449'CENTERLINE OF RIVER ROAD, 57 FEET WEST OF THE NORTHWEST CORNER OF THE
 AL7449'CHAMBER OF COMMERCE BUILDING, AND 5.5 FEET NORTHEAST OF A POWER POLE.
 AL7449
 AL7449                          STATION RECOVERY (1997)
 AL7449
 AL7449'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7448 ***********************************************************************
 AL7448  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7448  DESIGNATION -  872 7001 C TIDAL
 AL7448  PID         -  AL7448
 AL7448  STATE/COUNTY-  FL/PASCO
 AL7448  USGS QUAD   -  PORT RICHEY (1988)
 AL7448
 AL7448                         *CURRENT SURVEY CONTROL
 AL7448  ___________________________________________________________________
 AL7448* NAD 83(1986)-  28 15 01.     (N)    082 43 25.     (W)     SCALED    
 AL7448* NAVD 88     -         1.862  (meters)       6.11   (feet)  ADJUSTED  
 AL7448  ___________________________________________________________________
 AL7448  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AL7448  DYNAMIC HT  -           1.860 (meters)       6.10  (feet)  COMP
 AL7448  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AL7448
 AL7448  VERT ORDER  -  SECOND    CLASS I
 AL7448
 AL7448.The horizontal coordinates were scaled from a topographic map and have
 AL7448.an estimated accuracy of +/- 6 seconds.
 AL7448
 AL7448.The orthometric height was determined by differential leveling
 AL7448.and adjusted by the National Geodetic Survey in June 1991..
 AL7448
 AL7448.This Tidal Bench Mark is designated as VM 7703
 AL7448.by the Center for Operational Oceanographic Products and Services.
 AL7448
 AL7448.The geoid height was determined by GEOID03.
 AL7448
 AL7448.The dynamic height is computed by dividing the NAVD 88
 AL7448.geopotential number by the normal gravity value computed on the
 AL7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7448.degrees latitude (g = 980.6199 gals.).
 AL7448
 AL7448.The modeled gravity was interpolated from observed gravity values.
 AL7448
 AL7448;                    North         East    Units  Estimated Accuracy
 AL7448;SPC FL W     -   434,160.      128,990.      MT  (+/- 180 meters Scaled)
 AL7448
 AL7448                          SUPERSEDED SURVEY CONTROL
 AL7448
 AL7448.No superseded survey control is available for this station.
 AL7448
 AL7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309261(NAD 83)
 AL7448_MARKER: DJ = TIDAL STATION DISK
 AL7448_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7448+WITH SETTING: PAVEMENT
 AL7448_SP_SET: CONCRETE SLAB
 AL7448_STAMPING: 7001 C 1976
 AL7448_MARK LOGO: NOS   
 AL7448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7448+STABILITY: SURFACE MOTION
 AL7448
 AL7448  HISTORY     - Date     Condition        Report By
 AL7448  HISTORY     - 1976     MONUMENTED       NOS
 AL7448  HISTORY     - 1983     GOOD             FLDNR
 AL7448  HISTORY     - 19970612 GOOD             USPSQD
 AL7448
 AL7448                          STATION DESCRIPTION
 AL7448
 AL7448'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7448'IN NEW PORT RICHEY.
 AL7448'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.25
 AL7448'MILE EAST ON MAIN STREET TO RIVER ROAD AND THE MARK.  THE MARK IS SET
 AL7448'IN A CONCRETE SLAB, 66.5 FEET EAST OF THE CENTERLINE OF RIVER ROAD,
 AL7448'106 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHAMBER OF
 AL7448'COMMERCE BUILDING, 1.8 FEET NORTH OF THE SOUTH END OF THE SLAB, AND
 AL7448'1.4 FEET WEST OF THE EAST EDGE OF THE SLAB.
 AL7448
 AL7448                          STATION RECOVERY (1997)
 AL7448
 AL7448'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7446 ***********************************************************************
 AL7446  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7446  DESIGNATION -  872 7001 D TIDAL FLDT
 AL7446  PID         -  AL7446
 AL7446  STATE/COUNTY-  FL/PASCO
 AL7446  USGS QUAD   -  PORT RICHEY (1988)
 AL7446
 AL7446                         *CURRENT SURVEY CONTROL
 AL7446  ___________________________________________________________________
 AL7446* NAD 83(1986)-  28 15 01.     (N)    082 43 22.     (W)     SCALED    
 AL7446* NAVD 88     -         3.776  (meters)      12.39   (feet)  ADJUSTED  
 AL7446  ___________________________________________________________________
 AL7446  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AL7446  DYNAMIC HT  -           3.771 (meters)      12.37  (feet)  COMP
 AL7446  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AL7446
 AL7446  VERT ORDER  -  SECOND    CLASS I
 AL7446
 AL7446.The horizontal coordinates were scaled from a topographic map and have
 AL7446.an estimated accuracy of +/- 6 seconds.
 AL7446
 AL7446.The orthometric height was determined by differential leveling
 AL7446.and adjusted by the National Geodetic Survey in June 1991..
 AL7446
 AL7446.This Tidal Bench Mark is designated as VM 7705
 AL7446.by the Center for Operational Oceanographic Products and Services.
 AL7446
 AL7446.The geoid height was determined by GEOID03.
 AL7446
 AL7446.The dynamic height is computed by dividing the NAVD 88
 AL7446.geopotential number by the normal gravity value computed on the
 AL7446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7446.degrees latitude (g = 980.6199 gals.).
 AL7446
 AL7446.The modeled gravity was interpolated from observed gravity values.
 AL7446
 AL7446;                    North         East    Units  Estimated Accuracy
 AL7446;SPC FL W     -   434,160.      129,070.      MT  (+/- 180 meters Scaled)
 AL7446
 AL7446                          SUPERSEDED SURVEY CONTROL
 AL7446
 AL7446.No superseded survey control is available for this station.
 AL7446
 AL7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309261(NAD 83)
 AL7446_MARKER: DD = SURVEY DISK
 AL7446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7446_SP_SET: BRIDGE ABUTMENT
 AL7446_STAMPING: 7001 D
 AL7446_MARK LOGO: FLDT  
 AL7446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7446
 AL7446  HISTORY     - Date     Condition        Report By
 AL7446  HISTORY     - UNK      MONUMENTED       FLDT
 AL7446  HISTORY     - 1983     GOOD             FLDNR
 AL7446
 AL7446                          STATION DESCRIPTION
 AL7446
 AL7446'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7446'IN NEW PORT RICHEY.
 AL7446'BEGIN AT THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 19, GO 0.3 MILE
 AL7446'EAST ON MAIN STREET TO THE BRIDGE OVER THE PITHLACHASCOTEE RIVER AND
 AL7446'THE MARK.  THE MARK IS SET IN THE WEST BRIDGE ABUTMENT, 33.5 FEET
 AL7446'SOUTH OF THE CENTERLINE OF MAIN STREET, AND 1.5 FEET NORTHEAST OF THE
 AL7446'SOUTHWEST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7447 ***********************************************************************
 AL7447  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7447  DESIGNATION -  872 7001 E TIDAL FLDT
 AL7447  PID         -  AL7447
 AL7447  STATE/COUNTY-  FL/PASCO
 AL7447  USGS QUAD   -  PORT RICHEY (1988)
 AL7447
 AL7447                         *CURRENT SURVEY CONTROL
 AL7447  ___________________________________________________________________
 AL7447* NAD 83(1986)-  28 15 01.     (N)    082 43 22.     (W)     SCALED    
 AL7447* NAVD 88     -         3.826  (meters)      12.55   (feet)  ADJUSTED  
 AL7447  ___________________________________________________________________
 AL7447  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AL7447  DYNAMIC HT  -           3.820 (meters)      12.53  (feet)  COMP
 AL7447  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AL7447
 AL7447  VERT ORDER  -  SECOND    CLASS I
 AL7447
 AL7447.The horizontal coordinates were scaled from a topographic map and have
 AL7447.an estimated accuracy of +/- 6 seconds.
 AL7447
 AL7447.The orthometric height was determined by differential leveling
 AL7447.and adjusted by the National Geodetic Survey in June 1991..
 AL7447
 AL7447.This Tidal Bench Mark is designated as VM 7704
 AL7447.by the Center for Operational Oceanographic Products and Services.
 AL7447
 AL7447.The geoid height was determined by GEOID03.
 AL7447
 AL7447.The dynamic height is computed by dividing the NAVD 88
 AL7447.geopotential number by the normal gravity value computed on the
 AL7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7447.degrees latitude (g = 980.6199 gals.).
 AL7447
 AL7447.The modeled gravity was interpolated from observed gravity values.
 AL7447
 AL7447;                    North         East    Units  Estimated Accuracy
 AL7447;SPC FL W     -   434,160.      129,070.      MT  (+/- 180 meters Scaled)
 AL7447
 AL7447                          SUPERSEDED SURVEY CONTROL
 AL7447
 AL7447.No superseded survey control is available for this station.
 AL7447
 AL7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309261(NAD 83)
 AL7447_MARKER: DD = SURVEY DISK
 AL7447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7447_SP_SET: BRIDGE ABUTMENT
 AL7447_STAMPING: 7001 E
 AL7447_MARK LOGO: FLDT  
 AL7447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7447
 AL7447  HISTORY     - Date     Condition        Report By
 AL7447  HISTORY     - UNK      MONUMENTED       FLDT
 AL7447  HISTORY     - 1983     GOOD             FLDNR
 AL7447
 AL7447                          STATION DESCRIPTION
 AL7447
 AL7447'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7447'IN NEW PORT RICHEY.
 AL7447'BEGIN AT THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 19, GO 0.3 MILE
 AL7447'EAST ON MAIN STREET TO THE BRIDGE OVER THE PITHLACHASCOTEE RIVER AND
 AL7447'THE MARK.  THE MARK IS SET IN THE EAST BRIDGE ABUTMENT, 33.5 FEET
 AL7447'NORTH OF THE CENTERLINE OF MAIN STREET, AND 1.5 FEET SOUTHWEST OF THE
 AL7447'NORTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7437 ***********************************************************************
 AL7437  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7437  DESIGNATION -  872 7003 A TIDAL
 AL7437  PID         -  AL7437
 AL7437  STATE/COUNTY-  FL/PASCO
 AL7437  USGS QUAD   -  PORT RICHEY (1988)
 AL7437
 AL7437                         *CURRENT SURVEY CONTROL
 AL7437  ___________________________________________________________________
 AL7437* NAD 83(1986)-  28 15 22.     (N)    082 44 06.     (W)     SCALED    
 AL7437* NAVD 88     -         1.062  (meters)       3.48   (feet)  ADJUSTED  
 AL7437  ___________________________________________________________________
 AL7437  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AL7437  DYNAMIC HT  -           1.060 (meters)       3.48  (feet)  COMP
 AL7437  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7437
 AL7437  VERT ORDER  -  SECOND    CLASS I
 AL7437
 AL7437.The horizontal coordinates were scaled from a topographic map and have
 AL7437.an estimated accuracy of +/- 6 seconds.
 AL7437
 AL7437.The orthometric height was determined by differential leveling
 AL7437.and adjusted by the National Geodetic Survey in June 1991..
 AL7437
 AL7437.This Tidal Bench Mark is designated as VM 7706
 AL7437.by the Center for Operational Oceanographic Products and Services.
 AL7437
 AL7437.The geoid height was determined by GEOID03.
 AL7437
 AL7437.The dynamic height is computed by dividing the NAVD 88
 AL7437.geopotential number by the normal gravity value computed on the
 AL7437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7437.degrees latitude (g = 980.6199 gals.).
 AL7437
 AL7437.The modeled gravity was interpolated from observed gravity values.
 AL7437
 AL7437;                    North         East    Units  Estimated Accuracy
 AL7437;SPC FL W     -   434,810.      127,880.      MT  (+/- 180 meters Scaled)
 AL7437
 AL7437                          SUPERSEDED SURVEY CONTROL
 AL7437
 AL7437.No superseded survey control is available for this station.
 AL7437
 AL7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM298267(NAD 83)
 AL7437_MARKER: DJ = TIDAL STATION DISK
 AL7437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7437_SP_SET: COPPER-CLAD STEEL ROD
 AL7437_STAMPING: 7003 A 1976
 AL7437_MARK LOGO: NOS   
 AL7437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7437
 AL7437  HISTORY     - Date     Condition        Report By
 AL7437  HISTORY     - 1976     MONUMENTED       NOS
 AL7437  HISTORY     - 1983     GOOD             FLDNR
 AL7437  HISTORY     - 19970703 GOOD             USPSQD
 AL7437
 AL7437                          STATION DESCRIPTION
 AL7437
 AL7437'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7437'IN NEW PORT RICHEY.
 AL7437'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.1 MILE
 AL7437'NORTH ON U.S. 19 TO GREEN KEY ROAD, GO 0.4 MILE WEST ON GREEN KEY ROAD
 AL7437'TO MANOR BEACH ROAD, GO 0.2 MILE NORTHERLY ON MANOR BEACH ROAD TO THE
 AL7437'MARK.  THE MARK BEARS 12 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 AL7437'115 FEET SOUTHEAST OF THE SOUTH CORNER OF A WOODEN BRIDGE OVER OYSTER
 AL7437'CREEK, 86 FEET WEST-NORTHWEST OF THE JUNCTION OF EDGEWATER DRIVE WITH
 AL7437'MANOR BEACH ROAD, 1.4 FEET EAST OF A PALM TREE, AND 1 FOOT NORTHEAST
 AL7437'OF A WITNESS POST.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD RECESSED
 AL7437'3 INCHES BELOW THE GROUND.
 AL7437'THE MARK IS 1 FT BELOW ROAD.
 AL7437
 AL7437                          STATION RECOVERY (1997)
 AL7437
 AL7437'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7436 ***********************************************************************
 AL7436  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7436  DESIGNATION -  872 7003 B TIDAL
 AL7436  PID         -  AL7436
 AL7436  STATE/COUNTY-  FL/PASCO
 AL7436  USGS QUAD   -  PORT RICHEY (1988)
 AL7436
 AL7436                         *CURRENT SURVEY CONTROL
 AL7436  ___________________________________________________________________
 AL7436* NAD 83(1986)-  28 15 22.     (N)    082 44 04.     (W)     SCALED    
 AL7436* NAVD 88     -         1.168  (meters)       3.83   (feet)  ADJUSTED  
 AL7436  ___________________________________________________________________
 AL7436  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AL7436  DYNAMIC HT  -           1.167 (meters)       3.83  (feet)  COMP
 AL7436  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7436
 AL7436  VERT ORDER  -  SECOND    CLASS I
 AL7436
 AL7436.The horizontal coordinates were scaled from a topographic map and have
 AL7436.an estimated accuracy of +/- 6 seconds.
 AL7436
 AL7436.The orthometric height was determined by differential leveling
 AL7436.and adjusted by the National Geodetic Survey in June 1991..
 AL7436
 AL7436.This Tidal Bench Mark is designated as VM 7707
 AL7436.by the Center for Operational Oceanographic Products and Services.
 AL7436
 AL7436.The geoid height was determined by GEOID03.
 AL7436
 AL7436.The dynamic height is computed by dividing the NAVD 88
 AL7436.geopotential number by the normal gravity value computed on the
 AL7436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7436.degrees latitude (g = 980.6199 gals.).
 AL7436
 AL7436.The modeled gravity was interpolated from observed gravity values.
 AL7436
 AL7436;                    North         East    Units  Estimated Accuracy
 AL7436;SPC FL W     -   434,810.      127,930.      MT  (+/- 180 meters Scaled)
 AL7436
 AL7436                          SUPERSEDED SURVEY CONTROL
 AL7436
 AL7436.No superseded survey control is available for this station.
 AL7436
 AL7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM298267(NAD 83)
 AL7436_MARKER: DJ = TIDAL STATION DISK
 AL7436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7436_SP_SET: COPPER-CLAD STEEL ROD
 AL7436_STAMPING: 7003 B 1976
 AL7436_MARK LOGO: NOS   
 AL7436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7436
 AL7436  HISTORY     - Date     Condition        Report By
 AL7436  HISTORY     - 1976     MONUMENTED       NOS
 AL7436  HISTORY     - 1983     GOOD             FLDNR
 AL7436  HISTORY     - 19970703 GOOD             USPSQD
 AL7436
 AL7436                          STATION DESCRIPTION
 AL7436
 AL7436'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7436'IN NEW PORT RICHEY.
 AL7436'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.1 MILE
 AL7436'NORTH ON U.S. 19 TO GREEN KEY ROAD, GO 0.4 MILE WEST ON GREEN KEY ROAD
 AL7436'TO MANOR BEACH ROAD, GO 0.2 MILE NORTHERLY ON MANOR BEACH ROAD TO THE
 AL7436'MARK.  THE MARK BEARS 12 FEET NORTHEAST OF THE CENTERLINE OF MANOR
 AL7436'BEACH ROAD, 105 FEET NORTHWEST OF THE CENTERLINE OF GARDEN DRIVE, 0.7
 AL7436'FOOT SOUTHWEST OF POWER POLE 1305, AND 1 FOOT SOUTHEAST OF A WITNESS
 AL7436'POST.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD RECESSED 2 INCHES
 AL7436'BELOW THE GROUND.
 AL7436
 AL7436                          STATION RECOVERY (1997)
 AL7436
 AL7436'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7438 ***********************************************************************
 AL7438  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7438  DESIGNATION -  872 7003 C TIDAL
 AL7438  PID         -  AL7438
 AL7438  STATE/COUNTY-  FL/PASCO
 AL7438  USGS QUAD   -  PORT RICHEY (1988)
 AL7438
 AL7438                         *CURRENT SURVEY CONTROL
 AL7438  ___________________________________________________________________
 AL7438* NAD 83(1986)-  28 15 24.     (N)    082 44 12.     (W)     SCALED    
 AL7438* NAVD 88     -         1.008  (meters)       3.31   (feet)  ADJUSTED  
 AL7438  ___________________________________________________________________
 AL7438  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AL7438  DYNAMIC HT  -           1.006 (meters)       3.30  (feet)  COMP
 AL7438  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7438
 AL7438  VERT ORDER  -  SECOND    CLASS I
 AL7438
 AL7438.The horizontal coordinates were scaled from a topographic map and have
 AL7438.an estimated accuracy of +/- 6 seconds.
 AL7438
 AL7438.The orthometric height was determined by differential leveling
 AL7438.and adjusted by the National Geodetic Survey in June 1991..
 AL7438
 AL7438.This Tidal Bench Mark is designated as VM 7708
 AL7438.by the Center for Operational Oceanographic Products and Services.
 AL7438
 AL7438.The geoid height was determined by GEOID03.
 AL7438
 AL7438.The dynamic height is computed by dividing the NAVD 88
 AL7438.geopotential number by the normal gravity value computed on the
 AL7438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7438.degrees latitude (g = 980.6199 gals.).
 AL7438
 AL7438.The modeled gravity was interpolated from observed gravity values.
 AL7438
 AL7438;                    North         East    Units  Estimated Accuracy
 AL7438;SPC FL W     -   434,870.      127,720.      MT  (+/- 180 meters Scaled)
 AL7438
 AL7438                          SUPERSEDED SURVEY CONTROL
 AL7438
 AL7438.No superseded survey control is available for this station.
 AL7438
 AL7438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM296268(NAD 83)
 AL7438_MARKER: DJ = TIDAL STATION DISK
 AL7438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7438_SP_SET: COPPER-CLAD STEEL ROD
 AL7438_STAMPING: 7003 C 1976
 AL7438_MARK LOGO: NOS   
 AL7438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7438
 AL7438  HISTORY     - Date     Condition        Report By
 AL7438  HISTORY     - 1976     MONUMENTED       NOS
 AL7438  HISTORY     - 1983     GOOD             FLDNR
 AL7438  HISTORY     - 19970703 GOOD             USPSQD
 AL7438
 AL7438                          STATION DESCRIPTION
 AL7438
 AL7438'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7438'IN NEW PORT RICHEY.
 AL7438'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.1 MILE
 AL7438'NORTH ON U.S. 19 TO GREEN KEY ROAD, GO 0.4 MILE WEST ON GREEN KEY ROAD
 AL7438'TO MANOR BEACH ROAD, GO 0.3 MILE NORTHERLY ON MANOR BEACH ROAD TO THE
 AL7438'MARK.  THE MARK BEARS 122 FEET NORTHWEST OF THE WEST CORNER OF A
 AL7438'WOODEN BRIDGE OVER OYSTER CREEK, 13 FEET WEST-SOUTHWEST OF THE
 AL7438'CENTERLINE OF MANOR BEACH ROAD, AND 1 FOOT EAST-SOUTHEAST OF A POWER
 AL7438'POLE WITH WITNESS SIGN ATTACHED.  SET ON THE TOP OF A COPPER-CLAD
 AL7438'STEEL ROD PROJECTING 3 INCHES ABOVE THE GROUND.
 AL7438
 AL7438                          STATION RECOVERY (1997)
 AL7438
 AL7438'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7439 ***********************************************************************
 AL7439  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7439  DESIGNATION -  872 7003 E TIDAL
 AL7439  PID         -  AL7439
 AL7439  STATE/COUNTY-  FL/PASCO
 AL7439  USGS QUAD   -  PORT RICHEY (1988)
 AL7439
 AL7439                         *CURRENT SURVEY CONTROL
 AL7439  ___________________________________________________________________
 AL7439* NAD 83(1986)-  28 15 28.     (N)    082 44 12.     (W)     SCALED    
 AL7439* NAVD 88     -         1.103  (meters)       3.62   (feet)  ADJUSTED  
 AL7439  ___________________________________________________________________
 AL7439  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AL7439  DYNAMIC HT  -           1.101 (meters)       3.61  (feet)  COMP
 AL7439  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7439
 AL7439  VERT ORDER  -  SECOND    CLASS I
 AL7439
 AL7439.The horizontal coordinates were scaled from a topographic map and have
 AL7439.an estimated accuracy of +/- 6 seconds.
 AL7439
 AL7439.The orthometric height was determined by differential leveling
 AL7439.and adjusted by the National Geodetic Survey in June 1991..
 AL7439
 AL7439.This Tidal Bench Mark is designated as VM 7709
 AL7439.by the Center for Operational Oceanographic Products and Services.
 AL7439
 AL7439.The geoid height was determined by GEOID03.
 AL7439
 AL7439.The dynamic height is computed by dividing the NAVD 88
 AL7439.geopotential number by the normal gravity value computed on the
 AL7439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7439.degrees latitude (g = 980.6199 gals.).
 AL7439
 AL7439.The modeled gravity was interpolated from observed gravity values.
 AL7439
 AL7439;                    North         East    Units  Estimated Accuracy
 AL7439;SPC FL W     -   435,000.      127,720.      MT  (+/- 180 meters Scaled)
 AL7439
 AL7439                          SUPERSEDED SURVEY CONTROL
 AL7439
 AL7439.No superseded survey control is available for this station.
 AL7439
 AL7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM296269(NAD 83)
 AL7439_MARKER: DJ = TIDAL STATION DISK
 AL7439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7439_SP_SET: COPPER-CLAD STEEL ROD
 AL7439_STAMPING: 7003 E 1976
 AL7439_MARK LOGO: NOS   
 AL7439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7439
 AL7439  HISTORY     - Date     Condition        Report By
 AL7439  HISTORY     - 1976     MONUMENTED       NOS
 AL7439  HISTORY     - 1983     GOOD             FLDNR
 AL7439  HISTORY     - 19970703 GOOD             USPSQD
 AL7439
 AL7439                          STATION DESCRIPTION
 AL7439
 AL7439'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7439'IN NEW PORT RICHEY.
 AL7439'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.1 MILE
 AL7439'NORTH ON U.S. 19 TO GREEN KEY ROAD, GO 0.4 MILE WEST ON GREEN KEY ROAD
 AL7439'TO MANOR BEACH ROAD, GO 0.35 MILE NORTHERLY ON MANOR BEACH ROAD TO THE
 AL7439'MARK.  THE MARK BEARS 19.4 FEET NORTHEAST OF THE CENTERLINE OF THE
 AL7439'ROAD, 1 FOOT SOUTHWEST OF POWER POLE 1419, AND ABOUT 0.05 MILE
 AL7439'NORTHWEST OF A WOODEN BRIDGE OVER OYSTER CREEK.  SET ON THE TOP OF A
 AL7439'COPPER-CLAD STEEL ROD PROJECTING 2 INCHES ABOVE THE GROUND.
 AL7439
 AL7439                          STATION RECOVERY (1997)
 AL7439
 AL7439'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7440 ***********************************************************************
 AL7440  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7440  DESIGNATION -  872 7003 F TIDAL
 AL7440  PID         -  AL7440
 AL7440  STATE/COUNTY-  FL/PASCO
 AL7440  USGS QUAD   -  PORT RICHEY (1988)
 AL7440
 AL7440                         *CURRENT SURVEY CONTROL
 AL7440  ___________________________________________________________________
 AL7440* NAD 83(1986)-  28 15 28.     (N)    082 44 15.     (W)     SCALED    
 AL7440* NAVD 88     -         1.075  (meters)       3.53   (feet)  ADJUSTED  
 AL7440  ___________________________________________________________________
 AL7440  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AL7440  DYNAMIC HT  -           1.073 (meters)       3.52  (feet)  COMP
 AL7440  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AL7440
 AL7440  VERT ORDER  -  SECOND    CLASS I
 AL7440
 AL7440.The horizontal coordinates were scaled from a topographic map and have
 AL7440.an estimated accuracy of +/- 6 seconds.
 AL7440
 AL7440.The orthometric height was determined by differential leveling
 AL7440.and adjusted by the National Geodetic Survey in June 1991..
 AL7440
 AL7440.This Tidal Bench Mark is designated as VM 7710
 AL7440.by the Center for Operational Oceanographic Products and Services.
 AL7440
 AL7440.The geoid height was determined by GEOID03.
 AL7440
 AL7440.The dynamic height is computed by dividing the NAVD 88
 AL7440.geopotential number by the normal gravity value computed on the
 AL7440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7440.degrees latitude (g = 980.6199 gals.).
 AL7440
 AL7440.The modeled gravity was interpolated from observed gravity values.
 AL7440
 AL7440;                    North         East    Units  Estimated Accuracy
 AL7440;SPC FL W     -   435,000.      127,640.      MT  (+/- 180 meters Scaled)
 AL7440
 AL7440                          SUPERSEDED SURVEY CONTROL
 AL7440
 AL7440.No superseded survey control is available for this station.
 AL7440
 AL7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM295269(NAD 83)
 AL7440_MARKER: DJ = TIDAL STATION DISK
 AL7440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7440_SP_SET: CONCRETE POST
 AL7440_STAMPING: 7003 F 1976
 AL7440_MARK LOGO: NOS   
 AL7440_PROJECTION: FLUSH
 AL7440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7440+STABILITY: SURFACE MOTION
 AL7440
 AL7440  HISTORY     - Date     Condition        Report By
 AL7440  HISTORY     - 1976     MONUMENTED       NOS
 AL7440  HISTORY     - 1983     GOOD             FLDNR
 AL7440  HISTORY     - 19970703 GOOD             USPSQD
 AL7440
 AL7440                          STATION DESCRIPTION
 AL7440
 AL7440'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7440'IN NEW PORT RICHEY.
 AL7440'BEGIN AT THE JUNCTION OF MAIN STREET WITH U.S. HIGHWAY 19, GO 0.1 MILE
 AL7440'NORTH ON U.S. 19 TO GREEN KEY ROAD, GO 0.4 MILE WEST ON GREEN KEY ROAD
 AL7440'TO MANOR BEACH ROAD, GO 0.4 MILE NORTHERLY ON MANOR BEACH ROAD TO THE
 AL7440'MARK.  THE MARK BEARS 20.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AL7440'THE ROAD, 1.4 FEET SOUTH-SOUTHWEST OF POWER POLE 1502 WITH WITNESS
 AL7440'SIGN ATTACHED, AND 9.7 FEET WEST-NORTHWEST OF AN 18-INCH DIAMETER PINE
 AL7440'TREE.
 AL7440
 AL7440                          STATION RECOVERY (1997)
 AL7440
 AL7440'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7433 ***********************************************************************
 AL7433  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7433  DESIGNATION -  872 7012 A TIDAL
 AL7433  PID         -  AL7433
 AL7433  STATE/COUNTY-  FL/PASCO
 AL7433  USGS QUAD   -  PORT RICHEY (1988)
 AL7433
 AL7433                         *CURRENT SURVEY CONTROL
 AL7433  ___________________________________________________________________
 AL7433* NAD 83(1986)-  28 16 08.     (N)    082 43 36.     (W)     SCALED    
 AL7433* NAVD 88     -         1.268  (meters)       4.16   (feet)  ADJUSTED  
 AL7433  ___________________________________________________________________
 AL7433  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL7433  DYNAMIC HT  -           1.266 (meters)       4.15  (feet)  COMP
 AL7433  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7433
 AL7433  VERT ORDER  -  SECOND    CLASS I
 AL7433
 AL7433.The horizontal coordinates were scaled from a topographic map and have
 AL7433.an estimated accuracy of +/- 6 seconds.
 AL7433
 AL7433.The orthometric height was determined by differential leveling
 AL7433.and adjusted by the National Geodetic Survey in June 1991..
 AL7433
 AL7433.This Tidal Bench Mark is designated as VM 7711
 AL7433.by the Center for Operational Oceanographic Products and Services.
 AL7433
 AL7433.The geoid height was determined by GEOID03.
 AL7433
 AL7433.The dynamic height is computed by dividing the NAVD 88
 AL7433.geopotential number by the normal gravity value computed on the
 AL7433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7433.degrees latitude (g = 980.6199 gals.).
 AL7433
 AL7433.The modeled gravity was interpolated from observed gravity values.
 AL7433
 AL7433;                    North         East    Units  Estimated Accuracy
 AL7433;SPC FL W     -   436,220.      128,710.      MT  (+/- 180 meters Scaled)
 AL7433
 AL7433                          SUPERSEDED SURVEY CONTROL
 AL7433
 AL7433.No superseded survey control is available for this station.
 AL7433
 AL7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM306281(NAD 83)
 AL7433_MARKER: DJ = TIDAL STATION DISK
 AL7433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7433_SP_SET: CONCRETE PILING
 AL7433_STAMPING: 7012 A 1976
 AL7433_MARK LOGO: NOS   
 AL7433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7433
 AL7433  HISTORY     - Date     Condition        Report By
 AL7433  HISTORY     - 1976     MONUMENTED       NOS
 AL7433  HISTORY     - 1983     GOOD             FLDNR
 AL7433  HISTORY     - 1985     GOOD             FLDNR
 AL7433
 AL7433                          STATION DESCRIPTION
 AL7433
 AL7433'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7433'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7433'THE MARK IS ABOUT 400 FEET NORTHWEST OF THE SOUTHWEST END OF THE U.S.
 AL7433'HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER.  THE MARK IS SET IN
 AL7433'THE TOP OF A SUPPORT PILING FOR A PUBLIC FISHING PIER, 78.5 FEET
 AL7433'NORTHEAST OF THE SOUTHWEST END OF THE PIER, AND 8 FEET SOUTHEAST OF
 AL7433'THE CENTERLINE OF THE PIER.
 AL7433
 AL7433                          STATION RECOVERY (1985)
 AL7433
 AL7433'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7431 ***********************************************************************
 AL7431  DESIGNATION -  872 7012 B TIDAL
 AL7431  PID         -  AL7431
 AL7431  STATE/COUNTY-  FL/PASCO
 AL7431  USGS QUAD   -  PORT RICHEY (1988)
 AL7431
 AL7431                         *CURRENT SURVEY CONTROL
 AL7431  ___________________________________________________________________
 AL7431* NAD 83(1986)-  28 16 08.     (N)    082 43 31.     (W)     SCALED    
 AL7431* NAVD 88     -         1.414  (meters)       4.64   (feet)  ADJUSTED  
 AL7431  ___________________________________________________________________
 AL7431  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL7431  DYNAMIC HT  -           1.412 (meters)       4.63  (feet)  COMP
 AL7431  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7431
 AL7431  VERT ORDER  -  SECOND    CLASS I
 AL7431
 AL7431.The horizontal coordinates were scaled from a topographic map and have
 AL7431.an estimated accuracy of +/- 6 seconds.
 AL7431
 AL7431.The orthometric height was determined by differential leveling
 AL7431.and adjusted by the National Geodetic Survey in June 1991..
 AL7431
 AL7431.The geoid height was determined by GEOID03.
 AL7431
 AL7431.The dynamic height is computed by dividing the NAVD 88
 AL7431.geopotential number by the normal gravity value computed on the
 AL7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7431.degrees latitude (g = 980.6199 gals.).
 AL7431
 AL7431.The modeled gravity was interpolated from observed gravity values.
 AL7431
 AL7431;                    North         East    Units  Estimated Accuracy
 AL7431;SPC FL W     -   436,220.      128,840.      MT  (+/- 180 meters Scaled)
 AL7431
 AL7431                          SUPERSEDED SURVEY CONTROL
 AL7431
 AL7431.No superseded survey control is available for this station.
 AL7431
 AL7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307281(NAD 83)
 AL7431_MARKER: DJ = TIDAL STATION DISK
 AL7431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7431_SP_SET: COPPER-CLAD STEEL ROD
 AL7431_STAMPING: 7012 B 1976
 AL7431_MARK LOGO: NOS   
 AL7431_PROJECTION: PROJECTING 8 CENTIMETERS
 AL7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7431_ROD/PIPE-DEPTH: 15.2 meters
 AL7431
 AL7431  HISTORY     - Date     Condition        Report By
 AL7431  HISTORY     - 1976     MONUMENTED       NOS
 AL7431  HISTORY     - 1983     GOOD             FLDNR
 AL7431
 AL7431                          STATION DESCRIPTION
 AL7431
 AL7431'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7431'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7431'THE MARK IS NEAR THE NORTHEAST END OF THE U.S. HIGHWAY 19 BRIDGE OVER
 AL7431'THE PITHLACHASCOTEE RIVER.  THE MARK BEARS 75 FEET NORTH OF THE NORTH
 AL7431'CORNER OF THE SOUTHBOUND BRIDGE, 2.5 FEET SOUTHEAST OF POWER POLE
 AL7431'2-11394, WITH ATTACHED WITNESS SIGN, AND 265 FEET SOUTH-SOUTHEAST OF
 AL7431'THE REMAINS OF THE OLD BRIDGE ABUTMENT.
 AL7431'THE MARK IS 8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7432 ***********************************************************************
 AL7432  DESIGNATION -  872 7012 C TIDAL
 AL7432  PID         -  AL7432
 AL7432  STATE/COUNTY-  FL/PASCO
 AL7432  USGS QUAD   -  PORT RICHEY (1988)
 AL7432
 AL7432                         *CURRENT SURVEY CONTROL
 AL7432  ___________________________________________________________________
 AL7432* NAD 83(1986)-  28 16 08.     (N)    082 43 31.     (W)     SCALED    
 AL7432* NAVD 88     -         0.696  (meters)       2.28   (feet)  ADJUSTED  
 AL7432  ___________________________________________________________________
 AL7432  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL7432  DYNAMIC HT  -           0.695 (meters)       2.28  (feet)  COMP
 AL7432  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7432
 AL7432  VERT ORDER  -  SECOND    CLASS I
 AL7432
 AL7432.The horizontal coordinates were scaled from a topographic map and have
 AL7432.an estimated accuracy of +/- 6 seconds.
 AL7432
 AL7432.The orthometric height was determined by differential leveling
 AL7432.and adjusted by the National Geodetic Survey in June 1991..
 AL7432
 AL7432.The geoid height was determined by GEOID03.
 AL7432
 AL7432.The dynamic height is computed by dividing the NAVD 88
 AL7432.geopotential number by the normal gravity value computed on the
 AL7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7432.degrees latitude (g = 980.6199 gals.).
 AL7432
 AL7432.The modeled gravity was interpolated from observed gravity values.
 AL7432
 AL7432;                    North         East    Units  Estimated Accuracy
 AL7432;SPC FL W     -   436,220.      128,840.      MT  (+/- 180 meters Scaled)
 AL7432
 AL7432                          SUPERSEDED SURVEY CONTROL
 AL7432
 AL7432.No superseded survey control is available for this station.
 AL7432
 AL7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307281(NAD 83)
 AL7432_MARKER: DJ = TIDAL STATION DISK
 AL7432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7432_SP_SET: CULVERT HEADWALL
 AL7432_STAMPING: 7012 C 1976
 AL7432_MARK LOGO: NOS   
 AL7432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7432+STABILITY: SURFACE MOTION
 AL7432
 AL7432  HISTORY     - Date     Condition        Report By
 AL7432  HISTORY     - 1976     MONUMENTED       NOS
 AL7432  HISTORY     - 1983     GOOD             FLDNR
 AL7432
 AL7432                          STATION DESCRIPTION
 AL7432
 AL7432'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7432'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7432'THE MARK IS NEAR THE NORTHEAST END OF THE U.S. HIGHWAY 19 BRIDGE OVER
 AL7432'THE PITHLACHASCOTEE RIVER.  THE MARK BEARS 60 FEET NORTH-NORTHWEST OF
 AL7432'THE NORTH CORNER OF THE SOUTHBOUND BRIDGE, 26 FEET WEST-SOUTHWEST OF
 AL7432'POWER POLE 2-11394, AND 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 AL7432'HEADWALL.
 AL7432'THE MARK IS 11 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7430 ***********************************************************************
 AL7430  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7430  DESIGNATION -  872 7012 D TIDAL FLDT
 AL7430  PID         -  AL7430
 AL7430  STATE/COUNTY-  FL/PASCO
 AL7430  USGS QUAD   -  PORT RICHEY (1988)
 AL7430
 AL7430                         *CURRENT SURVEY CONTROL
 AL7430  ___________________________________________________________________
 AL7430* NAD 83(1986)-  28 16 08.     (N)    082 43 31.     (W)     SCALED    
 AL7430* NAVD 88     -         5.139  (meters)      16.86   (feet)  ADJUSTED  
 AL7430  ___________________________________________________________________
 AL7430  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL7430  DYNAMIC HT  -           5.132 (meters)      16.84  (feet)  COMP
 AL7430  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7430
 AL7430  VERT ORDER  -  SECOND    CLASS I
 AL7430
 AL7430.The horizontal coordinates were scaled from a topographic map and have
 AL7430.an estimated accuracy of +/- 6 seconds.
 AL7430
 AL7430.The orthometric height was determined by differential leveling
 AL7430.and adjusted by the National Geodetic Survey in June 1991..
 AL7430
 AL7430.This Tidal Bench Mark is designated as VM 10593
 AL7430.by the Center for Operational Oceanographic Products and Services.
 AL7430
 AL7430.The geoid height was determined by GEOID03.
 AL7430
 AL7430.The dynamic height is computed by dividing the NAVD 88
 AL7430.geopotential number by the normal gravity value computed on the
 AL7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7430.degrees latitude (g = 980.6199 gals.).
 AL7430
 AL7430.The modeled gravity was interpolated from observed gravity values.
 AL7430
 AL7430;                    North         East    Units  Estimated Accuracy
 AL7430;SPC FL W     -   436,220.      128,840.      MT  (+/- 180 meters Scaled)
 AL7430
 AL7430                          SUPERSEDED SURVEY CONTROL
 AL7430
 AL7430.No superseded survey control is available for this station.
 AL7430
 AL7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307281(NAD 83)
 AL7430_MARKER: DD = SURVEY DISK
 AL7430_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7430_SP_SET: BRIDGE CURB
 AL7430_STAMPING: 7012 D
 AL7430_MARK LOGO: FLDT  
 AL7430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7430
 AL7430  HISTORY     - Date     Condition        Report By
 AL7430  HISTORY     - UNK      MONUMENTED       FLDT
 AL7430  HISTORY     - 1983     GOOD             FLDNR
 AL7430
 AL7430                          STATION DESCRIPTION
 AL7430
 AL7430'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7430'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7430'THE MARK IS SET IN THE CURBING AT THE NORTHEAST END OF THE U.S.
 AL7430'HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER, 22.5 FEET NORTHWEST
 AL7430'OF THE CENTERLINE OF U.S. 19 SOUTHBOUND, AND 8 FEET SOUTHWEST OF THE
 AL7430'NORTH CORNER OF THE SOUTHBOUND BRIDGE.
 AL7430'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7429 ***********************************************************************
 AL7429  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7429  DESIGNATION -  872 7012 E TIDAL FLDT
 AL7429  PID         -  AL7429
 AL7429  STATE/COUNTY-  FL/PASCO
 AL7429  USGS QUAD   -  PORT RICHEY (1988)
 AL7429
 AL7429                         *CURRENT SURVEY CONTROL
 AL7429  ___________________________________________________________________
 AL7429* NAD 83(1986)-  28 16 08.     (N)    082 43 31.     (W)     SCALED    
 AL7429* NAVD 88     -         5.136  (meters)      16.85   (feet)  ADJUSTED  
 AL7429  ___________________________________________________________________
 AL7429  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL7429  DYNAMIC HT  -           5.129 (meters)      16.83  (feet)  COMP
 AL7429  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7429
 AL7429  VERT ORDER  -  SECOND    CLASS I
 AL7429
 AL7429.The horizontal coordinates were scaled from a topographic map and have
 AL7429.an estimated accuracy of +/- 6 seconds.
 AL7429
 AL7429.The orthometric height was determined by differential leveling
 AL7429.and adjusted by the National Geodetic Survey in June 1991..
 AL7429
 AL7429.This Tidal Bench Mark is designated as VM 10592
 AL7429.by the Center for Operational Oceanographic Products and Services.
 AL7429
 AL7429.The geoid height was determined by GEOID03.
 AL7429
 AL7429.The dynamic height is computed by dividing the NAVD 88
 AL7429.geopotential number by the normal gravity value computed on the
 AL7429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7429.degrees latitude (g = 980.6199 gals.).
 AL7429
 AL7429.The modeled gravity was interpolated from observed gravity values.
 AL7429
 AL7429;                    North         East    Units  Estimated Accuracy
 AL7429;SPC FL W     -   436,220.      128,840.      MT  (+/- 180 meters Scaled)
 AL7429
 AL7429                          SUPERSEDED SURVEY CONTROL
 AL7429
 AL7429.No superseded survey control is available for this station.
 AL7429
 AL7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307281(NAD 83)
 AL7429_MARKER: DD = SURVEY DISK
 AL7429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7429_SP_SET: BRIDGE CURB
 AL7429_STAMPING: 7012 E
 AL7429_MARK LOGO: FLDT  
 AL7429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7429
 AL7429  HISTORY     - Date     Condition        Report By
 AL7429  HISTORY     - UNK      MONUMENTED       FLDT
 AL7429  HISTORY     - 1983     GOOD             FLDNR
 AL7429
 AL7429                          STATION DESCRIPTION
 AL7429
 AL7429'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7429'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7429'THE MARK IS SET IN THE CURBING AT THE NORTHEAST END OF THE U.S.
 AL7429'HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER, 22.5 FEET SOUTHEAST
 AL7429'OF THE CENTERLINE OF U.S. 19 NORTHBOUND, AND 8 FEET SOUTHWEST OF THE
 AL7429'EAST CORNER OF THE NORTHBOUND BRIDGE.
 AL7429'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7685 ***********************************************************************
 AL7685  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7685  DESIGNATION -  872 7012 F TIDAL
 AL7685  PID         -  AL7685
 AL7685  STATE/COUNTY-  FL/PASCO
 AL7685  USGS QUAD   -  PORT RICHEY (1988)
 AL7685
 AL7685                         *CURRENT SURVEY CONTROL
 AL7685  ___________________________________________________________________
 AL7685* NAD 83(1986)-  28 16 08.     (N)    082 43 32.     (W)     SCALED    
 AL7685* NAVD 88     -         5.613  (meters)      18.42   (feet)  ADJUSTED  
 AL7685  ___________________________________________________________________
 AL7685  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL7685  DYNAMIC HT  -           5.605 (meters)      18.39  (feet)  COMP
 AL7685  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7685
 AL7685  VERT ORDER  -  SECOND    CLASS I
 AL7685
 AL7685.The horizontal coordinates were scaled from a topographic map and have
 AL7685.an estimated accuracy of +/- 6 seconds.
 AL7685
 AL7685.The orthometric height was determined by differential leveling
 AL7685.and adjusted by the National Geodetic Survey in June 1991..
 AL7685
 AL7685.This Tidal Bench Mark is designated as VM 7712
 AL7685.by the Center for Operational Oceanographic Products and Services.
 AL7685
 AL7685.The geoid height was determined by GEOID03.
 AL7685
 AL7685.The dynamic height is computed by dividing the NAVD 88
 AL7685.geopotential number by the normal gravity value computed on the
 AL7685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7685.degrees latitude (g = 980.6199 gals.).
 AL7685
 AL7685.The modeled gravity was interpolated from observed gravity values.
 AL7685
 AL7685;                    North         East    Units  Estimated Accuracy
 AL7685;SPC FL W     -   436,220.      128,810.      MT  (+/- 180 meters Scaled)
 AL7685
 AL7685                          SUPERSEDED SURVEY CONTROL
 AL7685
 AL7685.No superseded survey control is available for this station.
 AL7685
 AL7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307281(NAD 83)
 AL7685_MARKER: DD = SURVEY DISK
 AL7685_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7685_SP_SET: BRIDGE RAILING
 AL7685_STAMPING: 7012 F
 AL7685_MARK LOGO: FLDT  
 AL7685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7685
 AL7685  HISTORY     - Date     Condition        Report By
 AL7685  HISTORY     - UNK      MONUMENTED       FLDT
 AL7685  HISTORY     - 1985     GOOD             FLDNR
 AL7685
 AL7685                          STATION DESCRIPTION
 AL7685
 AL7685'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7685'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7685'THE MARK IS AT THE NORTHEAST END OF THE U.S. HIGHWAY 19 BRIDGE OVER
 AL7685'THE PITHLACHASCOTEE RIVER, 23.2 FEET NORTHWEST OF THE CENTERLINE OF
 AL7685'U.S. 19 SOUTHBOUND, 2.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AL7685'BRIDGE RAILING, AND IS SET IN THE TOP OF THE RAILING.
 AL7685'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7684 ***********************************************************************
 AL7684  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7684  DESIGNATION -  872 7012 G TIDAL
 AL7684  PID         -  AL7684
 AL7684  STATE/COUNTY-  FL/PASCO
 AL7684  USGS QUAD   -  PORT RICHEY (1988)
 AL7684
 AL7684                         *CURRENT SURVEY CONTROL
 AL7684  ___________________________________________________________________
 AL7684* NAD 83(1986)-  28 16 06.     (N)    082 43 32.     (W)     SCALED    
 AL7684* NAVD 88     -         5.410  (meters)      17.75   (feet)  ADJUSTED  
 AL7684  ___________________________________________________________________
 AL7684  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL7684  DYNAMIC HT  -           5.402 (meters)      17.72  (feet)  COMP
 AL7684  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7684
 AL7684  VERT ORDER  -  SECOND    CLASS I
 AL7684
 AL7684.The horizontal coordinates were scaled from a topographic map and have
 AL7684.an estimated accuracy of +/- 6 seconds.
 AL7684
 AL7684.The orthometric height was determined by differential leveling
 AL7684.and adjusted by the National Geodetic Survey in June 1991..
 AL7684
 AL7684.This Tidal Bench Mark is designated as VM 7713
 AL7684.by the Center for Operational Oceanographic Products and Services.
 AL7684
 AL7684.The geoid height was determined by GEOID03.
 AL7684
 AL7684.The dynamic height is computed by dividing the NAVD 88
 AL7684.geopotential number by the normal gravity value computed on the
 AL7684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7684.degrees latitude (g = 980.6199 gals.).
 AL7684
 AL7684.The modeled gravity was interpolated from observed gravity values.
 AL7684
 AL7684;                    North         East    Units  Estimated Accuracy
 AL7684;SPC FL W     -   436,160.      128,810.      MT  (+/- 180 meters Scaled)
 AL7684
 AL7684                          SUPERSEDED SURVEY CONTROL
 AL7684
 AL7684.No superseded survey control is available for this station.
 AL7684
 AL7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307281(NAD 83)
 AL7684_MARKER: DD = SURVEY DISK
 AL7684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7684_SP_SET: BRIDGE RAILING
 AL7684_STAMPING: 7012 G
 AL7684_MARK LOGO: FLDT  
 AL7684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7684
 AL7684  HISTORY     - Date     Condition        Report By
 AL7684  HISTORY     - UNK      MONUMENTED       FLDT
 AL7684  HISTORY     - 1985     GOOD             FLDNR
 AL7684
 AL7684                          STATION DESCRIPTION
 AL7684
 AL7684'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7684'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7684'THE MARK IS AT THE SOUTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER
 AL7684'THE PITHLACHASCOTEE RIVER, 23.2 FEET SOUTHEAST OF THE CENTERLINE OF
 AL7684'U.S. 19 NORTHBOUND, 2.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AL7684'BRIDGE RAILING, AND IS SET IN THE TOP OF THE RAILING.
 AL7684'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7683 ***********************************************************************
 AL7683  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7683  DESIGNATION -  872 7012 H TIDAL
 AL7683  PID         -  AL7683
 AL7683  STATE/COUNTY-  FL/PASCO
 AL7683  USGS QUAD   -  PORT RICHEY (1988)
 AL7683
 AL7683                         *CURRENT SURVEY CONTROL
 AL7683  ___________________________________________________________________
 AL7683* NAD 83(1986)-  28 16 05.     (N)    082 43 32.     (W)     SCALED    
 AL7683* NAVD 88     -         0.878  (meters)       2.88   (feet)  ADJUSTED  
 AL7683  ___________________________________________________________________
 AL7683  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AL7683  DYNAMIC HT  -           0.877 (meters)       2.88  (feet)  COMP
 AL7683  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7683
 AL7683  VERT ORDER  -  SECOND    CLASS I
 AL7683
 AL7683.The horizontal coordinates were scaled from a topographic map and have
 AL7683.an estimated accuracy of +/- 6 seconds.
 AL7683
 AL7683.The orthometric height was determined by differential leveling
 AL7683.and adjusted by the National Geodetic Survey in June 1991..
 AL7683
 AL7683.This Tidal Bench Mark is designated as VM 7714
 AL7683.by the Center for Operational Oceanographic Products and Services.
 AL7683
 AL7683.The geoid height was determined by GEOID03.
 AL7683
 AL7683.The dynamic height is computed by dividing the NAVD 88
 AL7683.geopotential number by the normal gravity value computed on the
 AL7683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7683.degrees latitude (g = 980.6199 gals.).
 AL7683
 AL7683.The modeled gravity was interpolated from observed gravity values.
 AL7683
 AL7683;                    North         East    Units  Estimated Accuracy
 AL7683;SPC FL W     -   436,130.      128,810.      MT  (+/- 180 meters Scaled)
 AL7683
 AL7683                          SUPERSEDED SURVEY CONTROL
 AL7683
 AL7683.No superseded survey control is available for this station.
 AL7683
 AL7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307281(NAD 83)
 AL7683_MARKER: DJ = TIDAL STATION DISK
 AL7683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7683_SP_SET: BOX DRAIN
 AL7683_STAMPING: 7012 H 1985
 AL7683_MARK LOGO: NOS   
 AL7683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7683
 AL7683  HISTORY     - Date     Condition        Report By
 AL7683  HISTORY     - 1985     MONUMENTED       FLDNR
 AL7683
 AL7683                          STATION DESCRIPTION
 AL7683
 AL7683'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7683'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7683'THE MARK IS NEAR THE SOUTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE
 AL7683'OVER THE PITHLACHASCOTEE RIVER, 187 FEET SOUTHWEST OF THE SOUTH
 AL7683'CORNER OF THE BRIDGE, 32.2 FEET SOUTHEAST OF A CHAIN LINK FENCE, 48.5
 AL7683'FEET SOUTHWEST OF POWER POLE 2-8579, AND 42 FEET WEST-SOUTHWEST OF
 AL7683'THE DEAD END OF RIVER DRIVE.
 AL7683'THE MARK IS 10 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7682 ***********************************************************************
 AL7682  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7682  DESIGNATION -  872 7012 J TIDAL
 AL7682  PID         -  AL7682
 AL7682  STATE/COUNTY-  FL/PASCO
 AL7682  USGS QUAD   -  PORT RICHEY (1988)
 AL7682
 AL7682                         *CURRENT SURVEY CONTROL
 AL7682  ___________________________________________________________________
 AL7682* NAD 83(1986)-  28 16 06.     (N)    082 43 34.     (W)     SCALED    
 AL7682* NAVD 88     -         2.601  (meters)       8.53   (feet)  ADJUSTED  
 AL7682  ___________________________________________________________________
 AL7682  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AL7682  DYNAMIC HT  -           2.598 (meters)       8.52  (feet)  COMP
 AL7682  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL7682
 AL7682  VERT ORDER  -  SECOND    CLASS I
 AL7682
 AL7682.The horizontal coordinates were scaled from a topographic map and have
 AL7682.an estimated accuracy of +/- 6 seconds.
 AL7682
 AL7682.The orthometric height was determined by differential leveling
 AL7682.and adjusted by the National Geodetic Survey in June 1991..
 AL7682
 AL7682.This Tidal Bench Mark is designated as VM 7715
 AL7682.by the Center for Operational Oceanographic Products and Services.
 AL7682
 AL7682.The geoid height was determined by GEOID03.
 AL7682
 AL7682.The dynamic height is computed by dividing the NAVD 88
 AL7682.geopotential number by the normal gravity value computed on the
 AL7682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7682.degrees latitude (g = 980.6199 gals.).
 AL7682
 AL7682.The modeled gravity was interpolated from observed gravity values.
 AL7682
 AL7682;                    North         East    Units  Estimated Accuracy
 AL7682;SPC FL W     -   436,160.      128,760.      MT  (+/- 180 meters Scaled)
 AL7682
 AL7682                          SUPERSEDED SURVEY CONTROL
 AL7682
 AL7682.No superseded survey control is available for this station.
 AL7682
 AL7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM306281(NAD 83)
 AL7682_MARKER: DJ = TIDAL STATION DISK
 AL7682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7682_SP_SET: CULVERT HEADWALL
 AL7682_STAMPING: 7012 J 1985
 AL7682_MARK LOGO: NOS   
 AL7682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7682+STABILITY: SURFACE MOTION
 AL7682
 AL7682  HISTORY     - Date     Condition        Report By
 AL7682  HISTORY     - 1985     MONUMENTED       FLDNR
 AL7682
 AL7682                          STATION DESCRIPTION
 AL7682
 AL7682'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7682'1.3 MI NORTH FROM NEW PORT RICHEY.
 AL7682'THE MARK IS NEAR THE SOUTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE
 AL7682'OVER THE PITHLACHASCOTEE RIVER, 183 FEET SOUTHWEST OF THE WEST CORNER
 AL7682'OF THE BRIDGE, 19.8 FEET NORTH OF A POWER POLE, 11.5 FEET NORTHWEST
 AL7682'OF A CHAIN LINK FENCE, 2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AL7682'HEADWALL, AND 3.5 FEET SOUTHWEST OF A WITNESS POST.
 AL7682'THE MARK IS 5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5216 ***********************************************************************
 DG5216  DESIGNATION -  872 7019 A TIDAL
 DG5216  PID         -  DG5216
 DG5216  STATE/COUNTY-  FL/PASCO
 DG5216  USGS QUAD   -  PORT RICHEY (1988)
 DG5216
 DG5216                         *CURRENT SURVEY CONTROL
 DG5216  ___________________________________________________________________
 DG5216* NAD 83(1986)-  28 17 07.     (N)    082 43 54.     (W)     SCALED    
 DG5216* NAVD 88     -         0.942  (meters)       3.09   (feet)  ADJUSTED  
 DG5216  ___________________________________________________________________
 DG5216  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DG5216  DYNAMIC HT  -           0.941 (meters)       3.09  (feet)  COMP
 DG5216  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 DG5216
 DG5216  VERT ORDER  -  SECOND    CLASS I
 DG5216
 DG5216.The horizontal coordinates were scaled from a topographic map and have
 DG5216.an estimated accuracy of +/- 6 seconds.
 DG5216
 DG5216.The orthometric height was determined by differential leveling
 DG5216.and adjusted by the National Geodetic Survey in August 2004..
 DG5216.No vertical observational check was made to the station.
 DG5216
 DG5216.The geoid height was determined by GEOID03.
 DG5216
 DG5216.The dynamic height is computed by dividing the NAVD 88
 DG5216.geopotential number by the normal gravity value computed on the
 DG5216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5216.degrees latitude (g = 980.6199 gals.).
 DG5216
 DG5216.The modeled gravity was interpolated from observed gravity values.
 DG5216
 DG5216;                    North         East    Units  Estimated Accuracy
 DG5216;SPC FL W     -   438,040.      128,230.      MT  (+/- 180 meters Scaled)
 DG5216
 DG5216                          SUPERSEDED SURVEY CONTROL
 DG5216
 DG5216.No superseded survey control is available for this station.
 DG5216
 DG5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM301300(NAD 83)
 DG5216_MARKER: DD = SURVEY DISK
 DG5216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5216_SP_SET: PAD
 DG5216_STAMPING: 7019 A 2002
 DG5216_MARK LOGO: FLDEP 
 DG5216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5216+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 DG5216
 DG5216  HISTORY     - Date     Condition        Report By
 DG5216  HISTORY     - 20020419 MONUMENTED       FLDEP
 DG5216
 DG5216                          STATION DESCRIPTION
 DG5216
 DG5216'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5216'THE MARK IS ON THE NORTHWEST SIDE OF PORT RICHEY, IN SECTION 29,
 DG5216'TOWNSHIP 25 SOUTH, RANGE 16 EAST.
 DG5216' 
 DG5216'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 52 AND U.S.
 DG5216'HIGHWAY 19 IN BAYONET POINT, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.75 MI
 DG5216'TO THE JUNCTION OF RIDGE ROAD ON THE LEFT (COUNTY ROAD 524), CONTINUE
 DG5216'SOUTH ON U.S. HIGHWAY 19 FOR 0.1 MI TO THE JUNCTION OF BAY BOULEVARD
 DG5216'ON THE RIGHT, TURN RIGHT ON BAY BOULEVARD AND GO WEST FOR 0.35 MI TO
 DG5216'THE INTERSECTION OF OLD POST ROAD, TURN RIGHT ON OLD POST ROAD AND GO
 DG5216'NORTH FOR 0.4 MI TO THE ENTRANCE TO THE ENERGY MARINE CENTER AND THE
 DG5216'JUNCTION OF KOONS ROAD ON THE LEFT (THE ENTRANCE ROAD TO PORT RICHEY
 DG5216'RECREATION AREA), TURN LEFT ON KOONS ROAD AND GO WEST FOR 0.5 MI THE
 DG5216'DEAD END AT BRASHER PARK AND THE MARK NEAR THE WEST END OF THE PARKING
 DG5216'LOT, SET FLUSH IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 DG5216'FOUNDATION FOR THE PICNIC TABLE ABOUT LEVEL WITH THE PARKING LOT.
 DG5216' 
 DG5216'LOCATED 150.5 FT SOUTHWEST OF ROD MARK 7019 B 2002, 47.1 FT SOUTHEAST
 DG5216'OF POWER POLE NUMBER 2-55516 WITH 2 LIGHTS AND ONE TRANSFORMER
 DG5216'ATTACHED, 26.5 FT WEST OF THE WEST EDGE OF THE PARKING LOT, 5.5 FT
 DG5216'SOUTHWEST OF THE NORTHEAST CORNER OF THE FOUNDATION AND 5.2 FT
 DG5216'SOUTHEAST OF THE NORTHWEST CORNER OF THE FOUNDATION.
 DG5216' 
 DG5216'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5212 ***********************************************************************
 DG5212  DESIGNATION -  872 7019 B TIDAL
 DG5212  PID         -  DG5212
 DG5212  STATE/COUNTY-  FL/PASCO
 DG5212  USGS QUAD   -  PORT RICHEY (1988)
 DG5212
 DG5212                         *CURRENT SURVEY CONTROL
 DG5212  ___________________________________________________________________
 DG5212* NAD 83(1986)-  28 17 08.     (N)    082 43 54.     (W)     SCALED    
 DG5212* NAVD 88     -         1.541  (meters)       5.06   (feet)  ADJUSTED  
 DG5212  ___________________________________________________________________
 DG5212  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DG5212  DYNAMIC HT  -           1.539 (meters)       5.05  (feet)  COMP
 DG5212  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 DG5212
 DG5212  VERT ORDER  -  SECOND    CLASS I
 DG5212
 DG5212.The horizontal coordinates were scaled from a topographic map and have
 DG5212.an estimated accuracy of +/- 6 seconds.
 DG5212
 DG5212.The orthometric height was determined by differential leveling
 DG5212.and adjusted by the National Geodetic Survey in August 2004..
 DG5212.No vertical observational check was made to the station.
 DG5212
 DG5212.The geoid height was determined by GEOID03.
 DG5212
 DG5212.The dynamic height is computed by dividing the NAVD 88
 DG5212.geopotential number by the normal gravity value computed on the
 DG5212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5212.degrees latitude (g = 980.6199 gals.).
 DG5212
 DG5212.The modeled gravity was interpolated from observed gravity values.
 DG5212
 DG5212;                    North         East    Units  Estimated Accuracy
 DG5212;SPC FL W     -   438,070.      128,230.      MT  (+/- 180 meters Scaled)
 DG5212
 DG5212                          SUPERSEDED SURVEY CONTROL
 DG5212
 DG5212.No superseded survey control is available for this station.
 DG5212
 DG5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM301300(NAD 83)
 DG5212_MARKER: F = FLANGE-ENCASED ROD
 DG5212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5212_STAMPING: 7019 B 2002
 DG5212_MARK LOGO: NGS   
 DG5212_PROJECTION: RECESSED 3 CENTIMETERS
 DG5212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5212+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 DG5212_ROD/PIPE-DEPTH:  5.2 meters
 DG5212
 DG5212  HISTORY     - Date     Condition        Report By
 DG5212  HISTORY     - 20020419 MONUMENTED       FLDEP
 DG5212
 DG5212                          STATION DESCRIPTION
 DG5212
 DG5212'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5212'THE MARK IS ON THE NORTHWEST SIDE OF PORT RICHEY, IN SECTION 29,
 DG5212'TOWNSHIP 25 SOUTH, RANGE 16 EAST.
 DG5212' 
 DG5212'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 52 AND U.S.
 DG5212'HIGHWAY 19 IN BAYONET POINT, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.75 MI
 DG5212'TO THE JUNCTION OF RIDGE ROAD ON THE LEFT (COUNTY ROAD 524), CONTINUE
 DG5212'SOUTH ON U.S. HIGHWAY 19 FOR 0.1 MI TO THE JUNCTION OF BAY BOULEVARD
 DG5212'ON THE RIGHT, TURN RIGHT ON BAY BOULEVARD AND GO WEST FOR 0.35 MI TO
 DG5212'THE INTERSECTION OF OLD POST ROAD, TURN RIGHT ON OLD POST ROAD AND GO
 DG5212'NORTH FOR 0.4 MI TO THE ENTRANCE TO THE ENERGY MARINE CENTER AND THE
 DG5212'JUNCTION OF KOONS ROAD ON THE LEFT (THE ENTRANCE ROAD TO PORT RICHEY
 DG5212'RECREATION AREA), TURN LEFT ON KOONS ROAD AND GO WEST FOR 0.5 MI TO
 DG5212'THE DEAD END AT BRASHER PARK AND THE MARK NEAR THE NORTH SIDE OF THE
 DG5212'PARKING LOT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DG5212'17.2 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL OF THE
 DG5212'GROUND, THE DATUM POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS
 DG5212'LOGO CAP.
 DG5212' 
 DG5212'LOCATED 150.5 FT NORTHEAST OF SURVEY MARK 7019 A 2002, 101.0 NORTHWEST
 DG5212'OF SURVEY MARK 7019 C 2002, 10.7 FT WEST OF A 10-INCH PALM TREE, 7.0
 DG5212'FT SOUTH OF THE SOUTH EDGE OF A BANK, 6.2 FT EAST-NORTHEAST OF THE
 DG5212'NORTHWEST CORNER OF A FENCE, 5.9 FT EAST OF AN 8-INCH PALM TREE AND
 DG5212'2.3 FT NORTH OF A 4.0 FT TALL CHAINLINK FENCE.
 DG5212' 
 DG5212'NOTE  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH NGS LOGO CAP.
 DG5212' 
 DG5212'NOTE  A MAGNET WAS PLACED INSIDE THE NGS LOGO CAP.
 DG5212' 
 DG5212'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5217 ***********************************************************************
 DG5217  DESIGNATION -  872 7019 C TIDAL
 DG5217  PID         -  DG5217
 DG5217  STATE/COUNTY-  FL/PASCO
 DG5217  USGS QUAD   -  PORT RICHEY (1988)
 DG5217
 DG5217                         *CURRENT SURVEY CONTROL
 DG5217  ___________________________________________________________________
 DG5217* NAD 83(1986)-  28 17 07.     (N)    082 43 54.     (W)     SCALED    
 DG5217* NAVD 88     -         1.037  (meters)       3.40   (feet)  ADJUSTED  
 DG5217  ___________________________________________________________________
 DG5217  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DG5217  DYNAMIC HT  -           1.035 (meters)       3.40  (feet)  COMP
 DG5217  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 DG5217
 DG5217  VERT ORDER  -  SECOND    CLASS I
 DG5217
 DG5217.The horizontal coordinates were scaled from a topographic map and have
 DG5217.an estimated accuracy of +/- 6 seconds.
 DG5217
 DG5217.The orthometric height was determined by differential leveling
 DG5217.and adjusted by the National Geodetic Survey in August 2004..
 DG5217.No vertical observational check was made to the station.
 DG5217
 DG5217.The geoid height was determined by GEOID03.
 DG5217
 DG5217.The dynamic height is computed by dividing the NAVD 88
 DG5217.geopotential number by the normal gravity value computed on the
 DG5217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5217.degrees latitude (g = 980.6199 gals.).
 DG5217
 DG5217.The modeled gravity was interpolated from observed gravity values.
 DG5217
 DG5217;                    North         East    Units  Estimated Accuracy
 DG5217;SPC FL W     -   438,040.      128,230.      MT  (+/- 180 meters Scaled)
 DG5217
 DG5217                          SUPERSEDED SURVEY CONTROL
 DG5217
 DG5217.No superseded survey control is available for this station.
 DG5217
 DG5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM301300(NAD 83)
 DG5217_MARKER: DD = SURVEY DISK
 DG5217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5217_SP_SET: WALKWAY
 DG5217_STAMPING: 7019 C 2002
 DG5217_MARK LOGO: FLDEP 
 DG5217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5217+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 DG5217
 DG5217  HISTORY     - Date     Condition        Report By
 DG5217  HISTORY     - 20020419 MONUMENTED       FLDEP
 DG5217
 DG5217                          STATION DESCRIPTION
 DG5217
 DG5217'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5217'THE MARK IS ON THE NORTHWEST SIDE OF PORT RICHEY, IN SECTION 29,
 DG5217'TOWNSHIP 25 SOUTH, RANGE 16 EAST.
 DG5217' 
 DG5217'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 52 AND U.S.
 DG5217'HIGHWAY 19 IN BAYONET POINT, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.75 MI
 DG5217'TO THE JUNCTION OF RIDGE ROAD ON THE LEFT (COUNTY ROAD 524), CONTINUE
 DG5217'SOUTH ON U.S. HIGHWAY 19 FOR 0.1 MI TO THE JUNCTION OF BAY BOULEVARD
 DG5217'ON THE RIGHT, TURN RIGHT ON BAY BOULEVARD AND GO WEST FOR 0.35 MI TO
 DG5217'THE INTERSECTION OF OLD POST ROAD, TURN RIGHT ON OLD POST ROAD AND GO
 DG5217'NORTH FOR 0.4 MI TO THE ENTRANCE TO THE ENERGY MARINE CENTER AND THE
 DG5217'JUNCTION OF KOONS ROAD ON THE LEFT (THE ENTRANCE ROAD TO PORT RICHEY
 DG5217'RECREATION AREA), TURN LEFT ON KOONS ROAD AND GO WEST FOR 0.5 MI TO
 DG5217'THE DEAD END AT BRASHER PARK AND THE MARK ON THE RIGHT, SET FLUSH IN
 DG5217'THE WALKWAY LEADING TO THE BATHROOM ABOUT LEVEL WITH KOONS ROAD.
 DG5217' 
 DG5217'LOCATED ABOUT 231.0 FT WEST OF ROD MARK 7019 D 2002, 101.0 FT
 DG5217'SOUTHEAST OF ROD MARK 7019 B 2002, 15.8 FT SOUTHWEST OF THE SOUTHEAST
 DG5217'CORNER OF THE BATHROOM, 15.8 FT SOUTHEAST OF THE SOUTHWEST CORNER OF
 DG5217'THE BATHROOM, 11.4 FT SOUTHWEST OF POWER POLE NUMBER 31924 (11-8) AND
 DG5217'8.5 FT EAST OF THE SOUTHEAST CORNER OF A 4.0 FT TALL CHAINLINK FENCE.
 DG5217' 
 DG5217'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5213 ***********************************************************************
 DG5213  DESIGNATION -  872 7019 D TIDAL
 DG5213  PID         -  DG5213
 DG5213  STATE/COUNTY-  FL/PASCO
 DG5213  USGS QUAD   -  PORT RICHEY (1988)
 DG5213
 DG5213                         *CURRENT SURVEY CONTROL
 DG5213  ___________________________________________________________________
 DG5213* NAD 83(1986)-  28 17 07.     (N)    082 43 52.     (W)     SCALED    
 DG5213* NAVD 88     -         0.618  (meters)       2.03   (feet)  ADJUSTED  
 DG5213  ___________________________________________________________________
 DG5213  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DG5213  DYNAMIC HT  -           0.617 (meters)       2.02  (feet)  COMP
 DG5213  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 DG5213
 DG5213  VERT ORDER  -  SECOND    CLASS I
 DG5213
 DG5213.The horizontal coordinates were scaled from a topographic map and have
 DG5213.an estimated accuracy of +/- 6 seconds.
 DG5213
 DG5213.The orthometric height was determined by differential leveling
 DG5213.and adjusted by the National Geodetic Survey in August 2004..
 DG5213.No vertical observational check was made to the station.
 DG5213
 DG5213.The geoid height was determined by GEOID03.
 DG5213
 DG5213.The dynamic height is computed by dividing the NAVD 88
 DG5213.geopotential number by the normal gravity value computed on the
 DG5213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5213.degrees latitude (g = 980.6199 gals.).
 DG5213
 DG5213.The modeled gravity was interpolated from observed gravity values.
 DG5213
 DG5213;                    North         East    Units  Estimated Accuracy
 DG5213;SPC FL W     -   438,040.      128,280.      MT  (+/- 180 meters Scaled)
 DG5213
 DG5213                          SUPERSEDED SURVEY CONTROL
 DG5213
 DG5213.No superseded survey control is available for this station.
 DG5213
 DG5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM302300(NAD 83)
 DG5213_MARKER: F = FLANGE-ENCASED ROD
 DG5213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5213_STAMPING: 7019 D 2002
 DG5213_MARK LOGO: NGS   
 DG5213_PROJECTION: RECESSED 3 CENTIMETERS
 DG5213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5213+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 DG5213_ROD/PIPE-DEPTH: 12.2 meters
 DG5213
 DG5213  HISTORY     - Date     Condition        Report By
 DG5213  HISTORY     - 20020419 MONUMENTED       FLDEP
 DG5213
 DG5213                          STATION DESCRIPTION
 DG5213
 DG5213'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5213'THE MARK IS ON THE NORTHWEST SIDE OF PORT RICHEY, IN SECTION 29,
 DG5213'TOWNSHIP 25 SOUTH, RANGE 16 EAST.
 DG5213' 
 DG5213'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 52 AND U.S.
 DG5213'HIGHWAY 19 IN BAYONET POINT, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.75 MI
 DG5213'TO THE JUNCTION OF RIDGE ROAD ON THE LEFT (COUNTY ROAD 524), CONTINUE
 DG5213'SOUTH ON U.S. HIGHWAY 19 FOR 0.1 MI TO THE JUNCTION OF BAY BOULEVARD
 DG5213'ON THE RIGHT, TURN RIGHT ON BAY BOULEVARD AND GO WEST FOR 0.35 MI TO
 DG5213'THE INTERSECTION OF OLD POST ROAD, TURN RIGHT ON OLD POST ROAD AND GO
 DG5213'NORTH FOR 0.4 MI TO THE ENTRANCE TO THE ENERGY MARINE CENTER AND THE
 DG5213'JUNCTION OF KOONS ROAD ON THE LEFT (THE ENTRANCE ROAD TO PORT RICHEY
 DG5213'RECREATION AREA), TURN LEFT ON KOONS ROAD AND GO WEST FOR 0.45 MI TO
 DG5213'THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG5213'DEPTH OF 40.0 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL
 DG5213'OF THE GROUND AND 1.0 FT BELOW THE LEVEL OF KOONS ROAD, THE DATUM
 DG5213'POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG5213' 
 DG5213'LOCATED APPROXIMATELY 231.0 FT EAST OF SURVEY MARK 7019 C 2002, 21.4
 DG5213'FT SOUTH OF THE APPROXIMATE CENTERLINE OF KOONS ROAD, 6.6 FT SOUTH OF
 DG5213'POWER POLE NUMBER 11-7 (12A-7706-R), 4.0 FT NORTH OF THE NORTH EDGE OF
 DG5213'THE CANAL AND 2.3 FT NORTH OF A CARSONITE WITNESS POST.
 DG5213' 
 DG5213'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5213' 
 DG5213'NOTE  A MAGNET WAS PLACED INSIDE THE NGS LOGO CAP.
 DG5213' 
 DG5213'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5214 ***********************************************************************
 DG5214  DESIGNATION -  872 7019 E TIDAL
 DG5214  PID         -  DG5214
 DG5214  STATE/COUNTY-  FL/PASCO
 DG5214  USGS QUAD   -  PORT RICHEY (1988)
 DG5214
 DG5214                         *CURRENT SURVEY CONTROL
 DG5214  ___________________________________________________________________
 DG5214* NAD 83(1986)-  28 17 07.     (N)    082 43 42.     (W)     SCALED    
 DG5214* NAVD 88     -         0.693  (meters)       2.27   (feet)  ADJUSTED  
 DG5214  ___________________________________________________________________
 DG5214  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DG5214  DYNAMIC HT  -           0.692 (meters)       2.27  (feet)  COMP
 DG5214  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 DG5214
 DG5214  VERT ORDER  -  SECOND    CLASS I
 DG5214
 DG5214.The horizontal coordinates were scaled from a topographic map and have
 DG5214.an estimated accuracy of +/- 6 seconds.
 DG5214
 DG5214.The orthometric height was determined by differential leveling
 DG5214.and adjusted by the National Geodetic Survey in August 2004..
 DG5214.No vertical observational check was made to the station.
 DG5214
 DG5214.The geoid height was determined by GEOID03.
 DG5214
 DG5214.The dynamic height is computed by dividing the NAVD 88
 DG5214.geopotential number by the normal gravity value computed on the
 DG5214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5214.degrees latitude (g = 980.6199 gals.).
 DG5214
 DG5214.The modeled gravity was interpolated from observed gravity values.
 DG5214
 DG5214;                    North         East    Units  Estimated Accuracy
 DG5214;SPC FL W     -   438,040.      128,550.      MT  (+/- 180 meters Scaled)
 DG5214
 DG5214                          SUPERSEDED SURVEY CONTROL
 DG5214
 DG5214.No superseded survey control is available for this station.
 DG5214
 DG5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM305300(NAD 83)
 DG5214_MARKER: F = FLANGE-ENCASED ROD
 DG5214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5214_STAMPING: 7019 E 2002
 DG5214_MARK LOGO: NGS   
 DG5214_PROJECTION: RECESSED 3 CENTIMETERS
 DG5214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5214+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 DG5214_ROD/PIPE-DEPTH:  3.6 meters
 DG5214
 DG5214  HISTORY     - Date     Condition        Report By
 DG5214  HISTORY     - 20020419 MONUMENTED       FLDEP
 DG5214
 DG5214                          STATION DESCRIPTION
 DG5214
 DG5214'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5214'THE MARK IS ON THE NORTHWEST SIDE OF PORT RICHEY, IN SECTION 29,
 DG5214'TOWNSHIP 25 SOUTH, RANGE 16 EAST.
 DG5214' 
 DG5214'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 52 AND U.S.
 DG5214'HIGHWAY 19 IN BAYONET POINT, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.75 MI
 DG5214'TO THE JUNCTION OF RIDGE ROAD ON THE LEFT (COUNTY ROAD 524), CONTINUE
 DG5214'SOUTH ON U.S. HIGHWAY 19 FOR 0.1 MI TO THE JUNCTION OF BAY BOULEVARD
 DG5214'ON THE RIGHT, TURN RIGHT ON BAY BOULEVARD AND GO WEST FOR 0.35 MI TO
 DG5214'THE INTERSECTION OF OLD POST ROAD, TURN RIGHT ON OLD POST ROAD AND GO
 DG5214'NORTH FOR 0.4 MI TO THE ENTRANCE TO THE ENERGY MARINE CENTER AND THE
 DG5214'JUNCTION OF KOONS ROAD ON THE LEFT (THE ENTRANCE ROAD TO PORT RICHEY
 DG5214'RECREATION AREA), TURN LEFT ON KOONS ROAD AND GO WEST FOR 0.3 MI TO
 DG5214'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG5214'DEPTH OF 11.8 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL
 DG5214'OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF KOONS ROAD, THE
 DG5214'DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG5214' 
 DG5214'LOCATED 14.4 FT NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, 11.9
 DG5214'FT SOUTH OF THE SOUTHEAST CORNER OF A CHAINLINK FENCE, 11.2 FT SOUTH
 DG5214'OF A CARSONITE WITNESS POST, 5.5 FT WEST OF A 24-INCH PALM TREE AND
 DG5214'2.5 FT EAST OF POWER POLE NUMBER 11-5 (2-57291).
 DG5214' 
 DG5214'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5214' 
 DG5214'NOTE  A MAGNET WAS PLACED INSIDE THE NGS LOGO CAP.
 DG5214' 
 DG5214'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7427 ***********************************************************************
 AL7427  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7427  DESIGNATION -  872 7021 A TIDAL
 AL7427  PID         -  AL7427
 AL7427  STATE/COUNTY-  FL/PASCO
 AL7427  USGS QUAD   -  PORT RICHEY (1988)
 AL7427
 AL7427                         *CURRENT SURVEY CONTROL
 AL7427  ___________________________________________________________________
 AL7427* NAD 83(1986)-  28 17 19.     (N)    082 43 27.     (W)     SCALED    
 AL7427* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 AL7427  ___________________________________________________________________
 AL7427  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AL7427  DYNAMIC HT  -           1.044 (meters)       3.43  (feet)  COMP
 AL7427  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 AL7427
 AL7427  VERT ORDER  -  SECOND    CLASS I
 AL7427
 AL7427.The horizontal coordinates were scaled from a topographic map and have
 AL7427.an estimated accuracy of +/- 6 seconds.
 AL7427
 AL7427.The orthometric height was determined by differential leveling
 AL7427.and adjusted by the National Geodetic Survey in June 1991..
 AL7427
 AL7427.This Tidal Bench Mark is designated as VM 7716
 AL7427.by the Center for Operational Oceanographic Products and Services.
 AL7427
 AL7427.The geoid height was determined by GEOID03.
 AL7427
 AL7427.The dynamic height is computed by dividing the NAVD 88
 AL7427.geopotential number by the normal gravity value computed on the
 AL7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7427.degrees latitude (g = 980.6199 gals.).
 AL7427
 AL7427.The modeled gravity was interpolated from observed gravity values.
 AL7427
 AL7427;                    North         East    Units  Estimated Accuracy
 AL7427;SPC FL W     -   438,400.      128,960.      MT  (+/- 180 meters Scaled)
 AL7427
 AL7427                          SUPERSEDED SURVEY CONTROL
 AL7427
 AL7427.No superseded survey control is available for this station.
 AL7427
 AL7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309303(NAD 83)
 AL7427_MARKER: DJ = TIDAL STATION DISK
 AL7427_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AL7427_SP_SET: CONCRETE FOOTING
 AL7427_STAMPING: 7021 A 1976
 AL7427_MARK LOGO: NOS   
 AL7427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7427+STABILITY: SURFACE MOTION
 AL7427
 AL7427  HISTORY     - Date     Condition        Report By
 AL7427  HISTORY     - 1976     MONUMENTED       NOS
 AL7427  HISTORY     - 1983     GOOD             FLDNR
 AL7427
 AL7427                          STATION DESCRIPTION
 AL7427
 AL7427'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7427'IN PORT RICHEY.
 AL7427'BEGIN AT THE U.S. HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER, GO
 AL7427'0.8 MILE NORTHEAST ON U.S. 19 TO BAY BOULEVARD, GO 0.4 MILE WEST ON
 AL7427'BAY BOULEVARD TO OLD POST ROAD, GO 0.7 MILE NORTHERLY ON OLD POST ROAD
 AL7427'TO THE PASCO COUNTY ENERGY MANAGEMENT CENTER AND THE MARK.  THE MARK
 AL7427'BEARS 5 FEET EAST-NORTHEAST OF A UTILITY POLE, 28.6 FEET
 AL7427'NORTH-NORTHWEST OF THE OFFICE BUILDING, 8 FEET WEST-NORTHWEST OF THE
 AL7427'SOUTHWEST CORNER PILING FOR A BUILDING ON STILTS, AND IS SET IN THE
 AL7427'SOUTHEAST CORNER OF THE FOOTING OF A FORMER STORAGE TANK, NOW USED AS
 AL7427'AN INTERMEDIATE PLATFORM BETWEEN THE STILT BUILDING AND THE NORTH
 AL7427'OBSERVATION TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7425 ***********************************************************************
 AL7425  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7425  DESIGNATION -  872 7021 B TIDAL
 AL7425  PID         -  AL7425
 AL7425  STATE/COUNTY-  FL/PASCO
 AL7425  USGS QUAD   -  PORT RICHEY (1988)
 AL7425
 AL7425                         *CURRENT SURVEY CONTROL
 AL7425  ___________________________________________________________________
 AL7425* NAD 83(1986)-  28 17 19.     (N)    082 43 27.     (W)     SCALED    
 AL7425* NAVD 88     -         0.459  (meters)       1.51   (feet)  ADJUSTED  
 AL7425  ___________________________________________________________________
 AL7425  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AL7425  DYNAMIC HT  -           0.458 (meters)       1.50  (feet)  COMP
 AL7425  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 AL7425
 AL7425  VERT ORDER  -  SECOND    CLASS I
 AL7425
 AL7425.The horizontal coordinates were scaled from a topographic map and have
 AL7425.an estimated accuracy of +/- 6 seconds.
 AL7425
 AL7425.The orthometric height was determined by differential leveling
 AL7425.and adjusted by the National Geodetic Survey in June 1991..
 AL7425
 AL7425.This Tidal Bench Mark is designated as VM 7717
 AL7425.by the Center for Operational Oceanographic Products and Services.
 AL7425
 AL7425.The geoid height was determined by GEOID03.
 AL7425
 AL7425.The dynamic height is computed by dividing the NAVD 88
 AL7425.geopotential number by the normal gravity value computed on the
 AL7425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7425.degrees latitude (g = 980.6199 gals.).
 AL7425
 AL7425.The modeled gravity was interpolated from observed gravity values.
 AL7425
 AL7425;                    North         East    Units  Estimated Accuracy
 AL7425;SPC FL W     -   438,400.      128,960.      MT  (+/- 180 meters Scaled)
 AL7425
 AL7425                          SUPERSEDED SURVEY CONTROL
 AL7425
 AL7425.No superseded survey control is available for this station.
 AL7425
 AL7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309303(NAD 83)
 AL7425_MARKER: DJ = TIDAL STATION DISK
 AL7425_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7425_SP_SET: COPPER-CLAD STEEL ROD
 AL7425_STAMPING: 7021 B 1976
 AL7425_MARK LOGO: NOS   
 AL7425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7425
 AL7425  HISTORY     - Date     Condition        Report By
 AL7425  HISTORY     - 1976     MONUMENTED       NOS
 AL7425  HISTORY     - 1983     GOOD             FLDNR
 AL7425
 AL7425                          STATION DESCRIPTION
 AL7425
 AL7425'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7425'IN PORT RICHEY.
 AL7425'BEGIN AT THE U.S. HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER, GO
 AL7425'0.8 MILE NORTHEAST ON U.S. 19 TO BAY BOULEVARD, GO 0.4 MILE WEST ON
 AL7425'BAY BOULEVARD TO OLD POST ROAD, GO 0.7 MILE NORTHERLY ON OLD POST ROAD
 AL7425'TO THE PASCO COUNTY ENERGY MANAGEMENT CENTER AND THE MARK.  THE MARK
 AL7425'BEARS 8 FEET WEST OF A POWER POLE WITH WITNESS SIGN ATTACHED, 61.8
 AL7425'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE LAB BUILDING, AND
 AL7425'ABOUT 300 FEET WEST OF THE ENTRANCE GATE TO THE MANAGEMENT CENTER.
 AL7425'SET ON THE TOP OF A COPPER-CLAD STEEL ROD PROJECTING 5 INCHES.
 AL7425'THE MARK IS 2 FT BELOW PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7428 ***********************************************************************
 AL7428  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7428  DESIGNATION -  872 7021 C TIDAL
 AL7428  PID         -  AL7428
 AL7428  STATE/COUNTY-  FL/PASCO
 AL7428  USGS QUAD   -  PORT RICHEY (1988)
 AL7428
 AL7428                         *CURRENT SURVEY CONTROL
 AL7428  ___________________________________________________________________
 AL7428* NAD 83(1986)-  28 17 19.     (N)    082 43 27.     (W)     SCALED    
 AL7428* NAVD 88     -         1.973  (meters)       6.47   (feet)  ADJUSTED  
 AL7428  ___________________________________________________________________
 AL7428  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AL7428  DYNAMIC HT  -           1.970 (meters)       6.46  (feet)  COMP
 AL7428  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 AL7428
 AL7428  VERT ORDER  -  SECOND    CLASS I
 AL7428
 AL7428.The horizontal coordinates were scaled from a topographic map and have
 AL7428.an estimated accuracy of +/- 6 seconds.
 AL7428
 AL7428.The orthometric height was determined by differential leveling
 AL7428.and adjusted by the National Geodetic Survey in June 1991..
 AL7428
 AL7428.This Tidal Bench Mark is designated as VM 7718
 AL7428.by the Center for Operational Oceanographic Products and Services.
 AL7428
 AL7428.The geoid height was determined by GEOID03.
 AL7428
 AL7428.The dynamic height is computed by dividing the NAVD 88
 AL7428.geopotential number by the normal gravity value computed on the
 AL7428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7428.degrees latitude (g = 980.6199 gals.).
 AL7428
 AL7428.The modeled gravity was interpolated from observed gravity values.
 AL7428
 AL7428;                    North         East    Units  Estimated Accuracy
 AL7428;SPC FL W     -   438,400.      128,960.      MT  (+/- 180 meters Scaled)
 AL7428
 AL7428                          SUPERSEDED SURVEY CONTROL
 AL7428
 AL7428.No superseded survey control is available for this station.
 AL7428
 AL7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309303(NAD 83)
 AL7428_MARKER: DJ = TIDAL STATION DISK
 AL7428_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AL7428_SP_SET: CONCRETE FOOTING
 AL7428_STAMPING: 7021 C 1976
 AL7428_MARK LOGO: NOS   
 AL7428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7428+STABILITY: SURFACE MOTION
 AL7428
 AL7428  HISTORY     - Date     Condition        Report By
 AL7428  HISTORY     - 1976     MONUMENTED       NOS
 AL7428  HISTORY     - 1983     GOOD             FLDNR
 AL7428
 AL7428                          STATION DESCRIPTION
 AL7428
 AL7428'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7428'IN PORT RICHEY.
 AL7428'BEGIN AT THE U.S. HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER, GO
 AL7428'0.8 MILE NORTHEAST ON U.S. 19 TO BAY BOULEVARD, GO 0.4 MILE WEST ON
 AL7428'BAY BOULEVARD TO OLD POST ROAD, GO 0.7 MILE NORTHERLY ON OLD POST ROAD
 AL7428'TO THE PASCO COUNTY ENERGY MANAGEMENT CENTER AND THE MARK.  THE MARK
 AL7428'BEARS 26 FEET NORTHWEST OF THE BASE OF THE STAIRS FOR THE SOUTH
 AL7428'OBSERVATION TOWER, 49.8 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AL7428'OF THE SOUTHERNMOST SUPPORT COLUMN FOR THE NORTH OBSERVATION TOWER,
 AL7428'AND IS SET IN THE NORTHEAST CORNER OF THE FOOTING FOR THE SOUTHWEST
 AL7428'STORAGE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7426 ***********************************************************************
 AL7426  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7426  DESIGNATION -  872 7021 D TIDAL
 AL7426  PID         -  AL7426
 AL7426  STATE/COUNTY-  FL/PASCO
 AL7426  USGS QUAD   -  PORT RICHEY (1988)
 AL7426
 AL7426                         *CURRENT SURVEY CONTROL
 AL7426  ___________________________________________________________________
 AL7426* NAD 83(1986)-  28 17 19.     (N)    082 43 27.     (W)     SCALED    
 AL7426* NAVD 88     -         1.245  (meters)       4.08   (feet)  ADJUSTED  
 AL7426  ___________________________________________________________________
 AL7426  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AL7426  DYNAMIC HT  -           1.244 (meters)       4.08  (feet)  COMP
 AL7426  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 AL7426
 AL7426  VERT ORDER  -  SECOND    CLASS I
 AL7426
 AL7426.The horizontal coordinates were scaled from a topographic map and have
 AL7426.an estimated accuracy of +/- 6 seconds.
 AL7426
 AL7426.The orthometric height was determined by differential leveling
 AL7426.and adjusted by the National Geodetic Survey in June 1991..
 AL7426
 AL7426.This Tidal Bench Mark is designated as VM 7719
 AL7426.by the Center for Operational Oceanographic Products and Services.
 AL7426
 AL7426.The geoid height was determined by GEOID03.
 AL7426
 AL7426.The dynamic height is computed by dividing the NAVD 88
 AL7426.geopotential number by the normal gravity value computed on the
 AL7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7426.degrees latitude (g = 980.6199 gals.).
 AL7426
 AL7426.The modeled gravity was interpolated from observed gravity values.
 AL7426
 AL7426;                    North         East    Units  Estimated Accuracy
 AL7426;SPC FL W     -   438,400.      128,960.      MT  (+/- 180 meters Scaled)
 AL7426
 AL7426                          SUPERSEDED SURVEY CONTROL
 AL7426
 AL7426.No superseded survey control is available for this station.
 AL7426
 AL7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309303(NAD 83)
 AL7426_MARKER: DJ = TIDAL STATION DISK
 AL7426_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7426+WITH SETTING: PAVEMENT
 AL7426_SP_SET: CONCRETE PAD
 AL7426_STAMPING: 7021 D 1976
 AL7426_MARK LOGO: NOS   
 AL7426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7426+STABILITY: SURFACE MOTION
 AL7426
 AL7426  HISTORY     - Date     Condition        Report By
 AL7426  HISTORY     - 1976     MONUMENTED       NOS
 AL7426  HISTORY     - 1983     GOOD             FLDNR
 AL7426
 AL7426                          STATION DESCRIPTION
 AL7426
 AL7426'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7426'IN PORT RICHEY.
 AL7426'BEGIN AT THE U.S. HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER, GO
 AL7426'0.8 MILE NORTHEAST ON U.S. 19 TO BAY BOULEVARD, GO 0.4 MILE WEST ON
 AL7426'BAY BOULEVARD TO OLD POST ROAD, GO 0.7 MILE NORTHERLY ON OLD POST ROAD
 AL7426'TO THE PASCO COUNTY ENERGY MANAGEMENT CENTER AND THE MARK.  THE MARK
 AL7426'BEARS 11.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE LAB BUILDING,
 AL7426'21.2 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE LAB BUILDING,
 AL7426'AND 83 FEET WEST-SOUTHWEST OF TIDAL BENCH MARK 7021 B 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7424 ***********************************************************************
 AL7424  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7424  DESIGNATION -  872 7021 E TIDAL
 AL7424  PID         -  AL7424
 AL7424  STATE/COUNTY-  FL/PASCO
 AL7424  USGS QUAD   -  PORT RICHEY (1988)
 AL7424
 AL7424                         *CURRENT SURVEY CONTROL
 AL7424  ___________________________________________________________________
 AL7424* NAD 83(1986)-  28 17 19.     (N)    082 43 27.     (W)     SCALED    
 AL7424* NAVD 88     -         0.710  (meters)       2.33   (feet)  ADJUSTED  
 AL7424  ___________________________________________________________________
 AL7424  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AL7424  DYNAMIC HT  -           0.709 (meters)       2.33  (feet)  COMP
 AL7424  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 AL7424
 AL7424  VERT ORDER  -  SECOND    CLASS I
 AL7424
 AL7424.The horizontal coordinates were scaled from a topographic map and have
 AL7424.an estimated accuracy of +/- 6 seconds.
 AL7424
 AL7424.The orthometric height was determined by differential leveling
 AL7424.and adjusted by the National Geodetic Survey in June 1991..
 AL7424
 AL7424.This Tidal Bench Mark is designated as VM 7720
 AL7424.by the Center for Operational Oceanographic Products and Services.
 AL7424
 AL7424.The geoid height was determined by GEOID03.
 AL7424
 AL7424.The dynamic height is computed by dividing the NAVD 88
 AL7424.geopotential number by the normal gravity value computed on the
 AL7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7424.degrees latitude (g = 980.6199 gals.).
 AL7424
 AL7424.The modeled gravity was interpolated from observed gravity values.
 AL7424
 AL7424;                    North         East    Units  Estimated Accuracy
 AL7424;SPC FL W     -   438,400.      128,960.      MT  (+/- 180 meters Scaled)
 AL7424
 AL7424                          SUPERSEDED SURVEY CONTROL
 AL7424
 AL7424.No superseded survey control is available for this station.
 AL7424
 AL7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM309303(NAD 83)
 AL7424_MARKER: DJ = TIDAL STATION DISK
 AL7424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7424_SP_SET: COPPER-CLAD STEEL ROD
 AL7424_STAMPING: 7021 E 1976
 AL7424_MARK LOGO: NOS   
 AL7424_PROJECTION: FLUSH
 AL7424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7424+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 AL7424
 AL7424  HISTORY     - Date     Condition        Report By
 AL7424  HISTORY     - 1976     MONUMENTED       NOS
 AL7424  HISTORY     - 1983     GOOD             FLDNR
 AL7424  HISTORY     - 20020430 GOOD             FLDEP
 AL7424
 AL7424                          STATION DESCRIPTION
 AL7424
 AL7424'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7424'IN PORT RICHEY.
 AL7424'BEGIN AT THE U.S. HIGHWAY 19 BRIDGE OVER THE PITHLACHASCOTEE RIVER, GO
 AL7424'0.8 MILE NORTHEAST ON U.S. 19 TO BAY BOULEVARD, GO 0.4 MILE WEST ON
 AL7424'BAY BOULEVARD TO OLD POST ROAD, GO 0.7 MILE NORTHERLY ON OLD POST ROAD
 AL7424'TO THE PASCO COUNTY ENERGY MANAGEMENT CENTER AND THE MARK.  THE MARK
 AL7424'BEARS 2 FEET SOUTH-SOUTHWEST OF THE WEST GATE POST AT THE ENTRANCE TO
 AL7424'THE MANAGEMENT CENTER, 10.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 AL7424'THE ROAD, AND 1 FOOT EAST-NORTHEAST OF A WITNESS POST.  SET ON THE TOP
 AL7424'OF A COPPER-CLAD STEEL ROD PROJECTING 1 INCH ABOVE THE GROUND.
 AL7424
 AL7424                          STATION RECOVERY (2002)
 AL7424
 AL7424'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7424'THE MARK IS ON THE NORTHWEST SIDE OF PORT RICHEY, IN SECTION 20,
 AL7424'TOWNSHIP 25 SOUTH, RANGE 16 EAST.
 AL7424' 
 AL7424'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 52 AND U.S.
 AL7424'HIGHWAY 19 IN BAYONET POINT, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.75 MI
 AL7424'TO THE JUNCTION OF RIDGE ROAD ON THE LEFT (COUNTY ROAD 524), CONTINUE
 AL7424'SOUTH ON U.S. HIGHWAY 19 FOR 0.1 MI TO THE JUNCTION OF BAY BOULEVARD
 AL7424'ON THE RIGHT, TURN RIGHT ON BAY BOULEVARD AND GO WEST FOR 0.4 MI TO
 AL7424'THE INTERSECTION OF OLD POST ROAD, TURN RIGHT ON OLD POST ROAD AND GO
 AL7424'NORTH FOR 0.4 MI TO THE ENTRANCE TO THE ENERGY MARINE CENTER AND THE
 AL7424'JUNCTION OF KOONS ROAD ON THE LEFT (THE ENTRANCE ROAD TO PORT RICHEY
 AL7424'RECREATION AREA), CONTINUE NORTH ON OLD POST ROAD FOR 0.3 MI TO A
 AL7424'DOUBLE GATE AND THE MARK ON THE LEFT, A DISK CRIMPED TO THE TOP OF A
 AL7424'COPPER-CLAD STEEL ROD ENCASED IN A 3-INCH PVC PIPE FLUSH WITH THE
 AL7424'GROUND AND LEVEL WITH OLD POST ROAD.
 AL7424' 
 AL7424'LOCATED 10.5 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF OLD
 AL7424'POST ROAD AND THE GATE, 2.0 FT SOUTH-SOUTHWEST OF THE WEST GATE POST,
 AL7424'2.0 FT EAST OF A CARSONITE WITNESS POST AND 1.9 FT SOUTH OF A METAL
 AL7424'WITNESS POST.
 AL7424' 
 AL7424'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7415 ***********************************************************************
 AL7415  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7415  DESIGNATION -  872 7061 A TIDAL
 AL7415  PID         -  AL7415
 AL7415  STATE/COUNTY-  FL/PASCO
 AL7415  USGS QUAD   -  PORT RICHEY (1988)
 AL7415
 AL7415                         *CURRENT SURVEY CONTROL
 AL7415  ___________________________________________________________________
 AL7415* NAD 83(1986)-  28 21 34.     (N)    082 42 27.     (W)     SCALED    
 AL7415* NAVD 88     -         1.032  (meters)       3.39   (feet)  ADJUSTED  
 AL7415  ___________________________________________________________________
 AL7415  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AL7415  DYNAMIC HT  -           1.030 (meters)       3.38  (feet)  COMP
 AL7415  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 AL7415
 AL7415  VERT ORDER  -  SECOND    CLASS I
 AL7415
 AL7415.The horizontal coordinates were scaled from a topographic map and have
 AL7415.an estimated accuracy of +/- 6 seconds.
 AL7415
 AL7415.The orthometric height was determined by differential leveling
 AL7415.and adjusted by the National Geodetic Survey in June 1991..
 AL7415
 AL7415.This Tidal Bench Mark is designated as VM 7721
 AL7415.by the Center for Operational Oceanographic Products and Services.
 AL7415
 AL7415.The geoid height was determined by GEOID03.
 AL7415
 AL7415.The dynamic height is computed by dividing the NAVD 88
 AL7415.geopotential number by the normal gravity value computed on the
 AL7415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7415.degrees latitude (g = 980.6199 gals.).
 AL7415
 AL7415.The modeled gravity was interpolated from observed gravity values.
 AL7415
 AL7415;                    North         East    Units  Estimated Accuracy
 AL7415;SPC FL W     -   446,250.      130,640.      MT  (+/- 180 meters Scaled)
 AL7415
 AL7415                          SUPERSEDED SURVEY CONTROL
 AL7415
 AL7415.No superseded survey control is available for this station.
 AL7415
 AL7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM326382(NAD 83)
 AL7415_MARKER: DJ = TIDAL STATION DISK
 AL7415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7415_SP_SET: CONCRETE POST
 AL7415_STAMPING: 7061 A 1978
 AL7415_MARK LOGO: NOS   
 AL7415_PROJECTION: PROJECTING 3 CENTIMETERS
 AL7415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7415+STABILITY: SURFACE MOTION
 AL7415
 AL7415  HISTORY     - Date     Condition        Report By
 AL7415  HISTORY     - 1978     MONUMENTED       NOS
 AL7415  HISTORY     - 1983     GOOD             FLDNR
 AL7415
 AL7415                          STATION DESCRIPTION
 AL7415
 AL7415'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7415'IN HUDSON.
 AL7415'BEGIN AT THE HUDSON POST OFFICE, GO 0.3 MILE SOUTHWEST ON U.S. HIGHWAY
 AL7415'19 TO THE JUNCTION OF CLARK STREET, GO 1 MILE WEST ON CLARK STREET TO
 AL7415'ITS END AT THE GULFVIEW MARINA AND THE MARK.  THE MARK BEARS 66.7 FEET
 AL7415'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE GULFVIEW MARINA OFFICE,
 AL7415'80.5 FEET NORTHEAST OF THE NORTH CORNER OF A MOBILE HOME, 262 FEET
 AL7415'SOUTH OF THE EDGE OF CLARK STREET, AND 3.5 FEET NORTH OF A TELEPHONE
 AL7415'POLE WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7414 ***********************************************************************
 AL7414  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7414  DESIGNATION -  872 7061 B TIDAL
 AL7414  PID         -  AL7414
 AL7414  STATE/COUNTY-  FL/PASCO
 AL7414  USGS QUAD   -  PORT RICHEY (1988)
 AL7414
 AL7414                         *CURRENT SURVEY CONTROL
 AL7414  ___________________________________________________________________
 AL7414* NAD 83(1986)-  28 21 34.     (N)    082 42 27.     (W)     SCALED    
 AL7414* NAVD 88     -         1.275  (meters)       4.18   (feet)  ADJUSTED  
 AL7414  ___________________________________________________________________
 AL7414  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AL7414  DYNAMIC HT  -           1.274 (meters)       4.18  (feet)  COMP
 AL7414  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 AL7414
 AL7414  VERT ORDER  -  SECOND    CLASS I
 AL7414
 AL7414.The horizontal coordinates were scaled from a topographic map and have
 AL7414.an estimated accuracy of +/- 6 seconds.
 AL7414
 AL7414.The orthometric height was determined by differential leveling
 AL7414.and adjusted by the National Geodetic Survey in June 1991..
 AL7414
 AL7414.This Tidal Bench Mark is designated as VM 7722
 AL7414.by the Center for Operational Oceanographic Products and Services.
 AL7414
 AL7414.The geoid height was determined by GEOID03.
 AL7414
 AL7414.The dynamic height is computed by dividing the NAVD 88
 AL7414.geopotential number by the normal gravity value computed on the
 AL7414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7414.degrees latitude (g = 980.6199 gals.).
 AL7414
 AL7414.The modeled gravity was interpolated from observed gravity values.
 AL7414
 AL7414;                    North         East    Units  Estimated Accuracy
 AL7414;SPC FL W     -   446,250.      130,640.      MT  (+/- 180 meters Scaled)
 AL7414
 AL7414                          SUPERSEDED SURVEY CONTROL
 AL7414
 AL7414.No superseded survey control is available for this station.
 AL7414
 AL7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM326382(NAD 83)
 AL7414_MARKER: DJ = TIDAL STATION DISK
 AL7414_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7414_SP_SET: COPPER-CLAD STEEL ROD
 AL7414_STAMPING: 7061 B 1978
 AL7414_MARK LOGO: NOS   
 AL7414_PROJECTION: PROJECTING 3 CENTIMETERS
 AL7414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7414_ROD/PIPE-DEPTH: 9.45 meters
 AL7414
 AL7414  HISTORY     - Date     Condition        Report By
 AL7414  HISTORY     - 1978     MONUMENTED       NOS
 AL7414  HISTORY     - 1983     GOOD             FLDNR
 AL7414
 AL7414                          STATION DESCRIPTION
 AL7414
 AL7414'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7414'IN HUDSON.
 AL7414'BEGIN AT THE HUDSON POST OFFICE, GO 0.3 MILE SOUTHWEST ON U.S. HIGHWAY
 AL7414'19 TO THE JUNCTION OF CLARK STREET, GO 1 MILE WEST ON CLARK STREET TO
 AL7414'ITS END AT THE GULFVIEW MARINA AND THE MARK.  THE MARK BEARS 104 FEET
 AL7414'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SUNSET ROOM MOTEL, 51 FEET
 AL7414'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCO STORAGE BUILDING,
 AL7414'25.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.5 FEET WEST OF A
 AL7414'POWERLINE BRACE POLE, 5 FEET SOUTH OF THE BRACE POLE GUY WIRE, AND 1
 AL7414'FOOT NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7413 ***********************************************************************
 AL7413  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7413  DESIGNATION -  872 7061 C TIDAL
 AL7413  PID         -  AL7413
 AL7413  STATE/COUNTY-  FL/PASCO
 AL7413  USGS QUAD   -  PORT RICHEY (1988)
 AL7413
 AL7413                         *CURRENT SURVEY CONTROL
 AL7413  ___________________________________________________________________
 AL7413* NAD 83(1986)-  28 21 34.     (N)    082 42 24.     (W)     SCALED    
 AL7413* NAVD 88     -         1.284  (meters)       4.21   (feet)  ADJUSTED  
 AL7413  ___________________________________________________________________
 AL7413  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AL7413  DYNAMIC HT  -           1.283 (meters)       4.21  (feet)  COMP
 AL7413  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 AL7413
 AL7413  VERT ORDER  -  SECOND    CLASS I
 AL7413
 AL7413.The horizontal coordinates were scaled from a topographic map and have
 AL7413.an estimated accuracy of +/- 6 seconds.
 AL7413
 AL7413.The orthometric height was determined by differential leveling
 AL7413.and adjusted by the National Geodetic Survey in June 1991..
 AL7413
 AL7413.This Tidal Bench Mark is designated as VM 7723
 AL7413.by the Center for Operational Oceanographic Products and Services.
 AL7413
 AL7413.The geoid height was determined by GEOID03.
 AL7413
 AL7413.The dynamic height is computed by dividing the NAVD 88
 AL7413.geopotential number by the normal gravity value computed on the
 AL7413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7413.degrees latitude (g = 980.6199 gals.).
 AL7413
 AL7413.The modeled gravity was interpolated from observed gravity values.
 AL7413
 AL7413;                    North         East    Units  Estimated Accuracy
 AL7413;SPC FL W     -   446,240.      130,730.      MT  (+/- 180 meters Scaled)
 AL7413
 AL7413                          SUPERSEDED SURVEY CONTROL
 AL7413
 AL7413.No superseded survey control is available for this station.
 AL7413
 AL7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM327382(NAD 83)
 AL7413_MARKER: DJ = TIDAL STATION DISK
 AL7413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7413_SP_SET: CONCRETE POST
 AL7413_STAMPING: 7061 C 1978
 AL7413_MARK LOGO: NOS   
 AL7413_PROJECTION: RECESSED 8 CENTIMETERS
 AL7413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7413+STABILITY: SURFACE MOTION
 AL7413
 AL7413  HISTORY     - Date     Condition        Report By
 AL7413  HISTORY     - 1978     MONUMENTED       NOS
 AL7413  HISTORY     - 1983     GOOD             FLDNR
 AL7413
 AL7413                          STATION DESCRIPTION
 AL7413
 AL7413'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7413'IN HUDSON.
 AL7413'BEGIN AT THE HUDSON POST OFFICE, GO 0.3 MILE SOUTHWEST ON U.S. HIGHWAY
 AL7413'19 TO THE JUNCTION OF CLARK STREET, GO 0.8 MILE WEST ON CLARK STREET
 AL7413'TO THE MARK.  THE MARK BEARS 143 FEET EAST OF THE EAST CORNER OF THE
 AL7413'SUNSET ROOM MOTEL, 70 FEET SOUTHWEST OF THE EDGE OF A CANAL, 17.5 FEET
 AL7413'NORTHEAST OF THE CENTERLINE OF CLARK STREET, AND 1.6 FEET SOUTHEAST OF
 AL7413'POWER POLE 192 WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7412 ***********************************************************************
 AL7412  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7412  DESIGNATION -  872 7061 D TIDAL
 AL7412  PID         -  AL7412
 AL7412  STATE/COUNTY-  FL/PASCO
 AL7412  USGS QUAD   -  PORT RICHEY (1988)
 AL7412
 AL7412                         *CURRENT SURVEY CONTROL
 AL7412  ___________________________________________________________________
 AL7412* NAD 83(1986)-  28 21 34.     (N)    082 42 20.     (W)     SCALED    
 AL7412* NAVD 88     -         0.974  (meters)       3.20   (feet)  ADJUSTED  
 AL7412  ___________________________________________________________________
 AL7412  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AL7412  DYNAMIC HT  -           0.973 (meters)       3.19  (feet)  COMP
 AL7412  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 AL7412
 AL7412  VERT ORDER  -  SECOND    CLASS I
 AL7412
 AL7412.The horizontal coordinates were scaled from a topographic map and have
 AL7412.an estimated accuracy of +/- 6 seconds.
 AL7412
 AL7412.The orthometric height was determined by differential leveling
 AL7412.and adjusted by the National Geodetic Survey in June 1991..
 AL7412
 AL7412.This Tidal Bench Mark is designated as VM 7724
 AL7412.by the Center for Operational Oceanographic Products and Services.
 AL7412
 AL7412.The geoid height was determined by GEOID03.
 AL7412
 AL7412.The dynamic height is computed by dividing the NAVD 88
 AL7412.geopotential number by the normal gravity value computed on the
 AL7412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7412.degrees latitude (g = 980.6199 gals.).
 AL7412
 AL7412.The modeled gravity was interpolated from observed gravity values.
 AL7412
 AL7412;                    North         East    Units  Estimated Accuracy
 AL7412;SPC FL W     -   446,240.      130,840.      MT  (+/- 180 meters Scaled)
 AL7412
 AL7412                          SUPERSEDED SURVEY CONTROL
 AL7412
 AL7412.No superseded survey control is available for this station.
 AL7412
 AL7412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM328382(NAD 83)
 AL7412_MARKER: DJ = TIDAL STATION DISK
 AL7412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7412_SP_SET: CONCRETE POST
 AL7412_STAMPING: 7061 D 1978
 AL7412_MARK LOGO: NOS   
 AL7412_PROJECTION: RECESSED 8 CENTIMETERS
 AL7412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7412+STABILITY: SURFACE MOTION
 AL7412
 AL7412  HISTORY     - Date     Condition        Report By
 AL7412  HISTORY     - 1978     MONUMENTED       NOS
 AL7412  HISTORY     - 1983     GOOD             FLDNR
 AL7412
 AL7412                          STATION DESCRIPTION
 AL7412
 AL7412'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7412'IN HUDSON.
 AL7412'BEGIN AT THE HUDSON POST OFFICE, GO 0.3 MILE SOUTHWEST ON U.S. HIGHWAY
 AL7412'19 TO THE JUNCTION OF CLARK STREET, GO 0.7 MILE WEST ON CLARK STREET
 AL7412'TO THE MARK.  THE MARK BEARS 27.7 FEET SOUTHWEST OF THE CENTERLINE OF
 AL7412'CLARK STREET, 163.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BAIT
 AL7412'AND TACKLE STORE, 96 FEET SOUTHWEST OF THE WEST CORNER OF HOUSE 204,
 AL7412'AND 1.7 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7411 ***********************************************************************
 AL7411  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7411  DESIGNATION -  872 7061 E TIDAL
 AL7411  PID         -  AL7411
 AL7411  STATE/COUNTY-  FL/PASCO
 AL7411  USGS QUAD   -  PORT RICHEY (1988)
 AL7411
 AL7411                         *CURRENT SURVEY CONTROL
 AL7411  ___________________________________________________________________
 AL7411* NAD 83(1986)-  28 21 34.     (N)    082 42 16.     (W)     SCALED    
 AL7411* NAVD 88     -         1.276  (meters)       4.19   (feet)  ADJUSTED  
 AL7411  ___________________________________________________________________
 AL7411  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AL7411  DYNAMIC HT  -           1.274 (meters)       4.18  (feet)  COMP
 AL7411  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 AL7411
 AL7411  VERT ORDER  -  SECOND    CLASS I
 AL7411
 AL7411.The horizontal coordinates were scaled from a topographic map and have
 AL7411.an estimated accuracy of +/- 6 seconds.
 AL7411
 AL7411.The orthometric height was determined by differential leveling
 AL7411.and adjusted by the National Geodetic Survey in June 1991..
 AL7411
 AL7411.This Tidal Bench Mark is designated as VM 7725
 AL7411.by the Center for Operational Oceanographic Products and Services.
 AL7411
 AL7411.The geoid height was determined by GEOID03.
 AL7411
 AL7411.The dynamic height is computed by dividing the NAVD 88
 AL7411.geopotential number by the normal gravity value computed on the
 AL7411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7411.degrees latitude (g = 980.6199 gals.).
 AL7411
 AL7411.The modeled gravity was interpolated from observed gravity values.
 AL7411
 AL7411;                    North         East    Units  Estimated Accuracy
 AL7411;SPC FL W     -   446,240.      130,940.      MT  (+/- 180 meters Scaled)
 AL7411
 AL7411                          SUPERSEDED SURVEY CONTROL
 AL7411
 AL7411.No superseded survey control is available for this station.
 AL7411
 AL7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM329382(NAD 83)
 AL7411_MARKER: DJ = TIDAL STATION DISK
 AL7411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7411_SP_SET: CONCRETE POST
 AL7411_STAMPING: 7061 E 1978
 AL7411_MARK LOGO: NOS   
 AL7411_PROJECTION: RECESSED 8 CENTIMETERS
 AL7411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7411+STABILITY: SURFACE MOTION
 AL7411
 AL7411  HISTORY     - Date     Condition        Report By
 AL7411  HISTORY     - 1978     MONUMENTED       NOS
 AL7411  HISTORY     - 1983     GOOD             FLDNR
 AL7411
 AL7411                          STATION DESCRIPTION
 AL7411
 AL7411'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7411'IN HUDSON.
 AL7411'BEGIN AT THE HUDSON POST OFFICE, GO 0.3 MILE SOUTHWEST ON U.S. HIGHWAY
 AL7411'19 TO THE JUNCTION OF CLARK STREET, GO 0.6 MILE WEST ON CLARK STREET
 AL7411'TO THE MARK.  THE MARK BEARS 125.1 FEET NORTH AND ACROSS THE ROAD FROM
 AL7411'THE NORTHWEST CORNER OF A PARTIALLY BRICKED HOUSE, 32.9 FEET SOUTHEAST
 AL7411'OF THE SOUTHWEST CORNER OF THE OFFICE OF THE VILLA DEL MAR APARTMENTS,
 AL7411'30.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE OFFICE, 4.3 FEET
 AL7411'EAST-NORTHEAST OF A POWER POLE WITH ATTACHED WITNESS SIGN, AND 1 FOOT
 AL7411'NORTH OF THE SOUTH EDGE OF A ROCK GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7690 ***********************************************************************
 AL7690  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7690  DESIGNATION -  872 7086 A TIDAL
 AL7690  PID         -  AL7690
 AL7690  STATE/COUNTY-  FL/PASCO
 AL7690  USGS QUAD   -  ARIPEKA (1988)
 AL7690
 AL7690                         *CURRENT SURVEY CONTROL
 AL7690  ___________________________________________________________________
 AL7690* NAD 83(1986)-  28 24 40.     (N)    082 40 36.     (W)     SCALED    
 AL7690* NAVD 88     -         1.426  (meters)       4.68   (feet)  POSTED    
 AL7690  ___________________________________________________________________
 AL7690  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AL7690  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 AL7690  MODELED GRAV-     979,201.5   (mgal)                       NAVD 88
 AL7690
 AL7690  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7690
 AL7690.The horizontal coordinates were scaled from a topographic map and have
 AL7690.an estimated accuracy of +/- 6 seconds.
 AL7690
 AL7690.The orthometric height was determined by differential leveling
 AL7690.and adjusted by the National Geodetic Survey in 1992..
 AL7690.No vertical observational check was made to the station.
 AL7690.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7690.was located on a no-check spur therefore a value was not computed.
 AL7690
 AL7690.This Tidal Bench Mark is designated as VM 7726
 AL7690.by the Center for Operational Oceanographic Products and Services.
 AL7690
 AL7690.The geoid height was determined by GEOID03.
 AL7690
 AL7690.The dynamic height is computed by dividing the NAVD 88
 AL7690.geopotential number by the normal gravity value computed on the
 AL7690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7690.degrees latitude (g = 980.6199 gals.).
 AL7690
 AL7690.The modeled gravity was interpolated from observed gravity values.
 AL7690
 AL7690;                    North         East    Units  Estimated Accuracy
 AL7690;SPC FL W     -   451,950.      133,700.      MT  (+/- 180 meters Scaled)
 AL7690
 AL7690                          SUPERSEDED SURVEY CONTROL
 AL7690
 AL7690.No superseded survey control is available for this station.
 AL7690
 AL7690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM357438(NAD 83)
 AL7690_MARKER: DJ = TIDAL STATION DISK
 AL7690_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7690_SP_SET: GALVANIZED STEEL ROD
 AL7690_STAMPING: 7086 A 1978
 AL7690_MARK LOGO: NOS   
 AL7690_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7690_ROD/PIPE-DEPTH: 13.1 meters
 AL7690
 AL7690  HISTORY     - Date     Condition        Report By
 AL7690  HISTORY     - 1978     MONUMENTED       NOS
 AL7690  HISTORY     - 1985     GOOD             FLDNR
 AL7690
 AL7690                          STATION DESCRIPTION
 AL7690
 AL7690'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7690'2.05 MI SOUTH FROM ARIPEKA.
 AL7690'BEGIN AT THE JUNCTION OF COUNTY ROAD C-595 WITH U.S. HIGHWAY 19,
 AL7690'SOUTHEAST 0F ARIPEKA, GO 1.1 MILES WEST ON C-595 TO THE JUNCTION OF
 AL7690'OLD DIXIE HIGHWAY, GO 1.1 MILES SOUTHERLY ON OLD DIXIE HIGHWAY TO A
 AL7690'TRACK ROAD LEADING WEST ALONG THE NORTH SIDE OF A CANAL, GO 0.45 MILE
 AL7690'WEST ON THE TRACK ROAD TO THE MARK.  THE MARK BEARS 9.5 FEET NORTH OF
 AL7690'THE CENTERLINE OF THE ROAD, 24 FEET NORTH OF THE CANAL, 80 FEET WEST
 AL7690'OF A BOAT LAUNCHING AREA, AND 0.9 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7689 ***********************************************************************
 AL7689  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7689  DESIGNATION -  872 7086 B TIDAL
 AL7689  PID         -  AL7689
 AL7689  STATE/COUNTY-  FL/PASCO
 AL7689  USGS QUAD   -  ARIPEKA (1988)
 AL7689
 AL7689                         *CURRENT SURVEY CONTROL
 AL7689  ___________________________________________________________________
 AL7689* NAD 83(1986)-  28 24 34.     (N)    082 40 24.     (W)     SCALED    
 AL7689* NAVD 88     -         2.213  (meters)       7.26   (feet)  POSTED    
 AL7689  ___________________________________________________________________
 AL7689  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AL7689  DYNAMIC HT  -           2.210 (meters)       7.25  (feet)  COMP
 AL7689  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 AL7689
 AL7689  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7689
 AL7689.The horizontal coordinates were scaled from a topographic map and have
 AL7689.an estimated accuracy of +/- 6 seconds.
 AL7689
 AL7689.The orthometric height was determined by differential leveling
 AL7689.and adjusted by the National Geodetic Survey in 1992..
 AL7689.No vertical observational check was made to the station.
 AL7689.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7689.was located on a no-check spur therefore a value was not computed.
 AL7689
 AL7689.This Tidal Bench Mark is designated as VM 7727
 AL7689.by the Center for Operational Oceanographic Products and Services.
 AL7689
 AL7689.The geoid height was determined by GEOID03.
 AL7689
 AL7689.The dynamic height is computed by dividing the NAVD 88
 AL7689.geopotential number by the normal gravity value computed on the
 AL7689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7689.degrees latitude (g = 980.6199 gals.).
 AL7689
 AL7689.The modeled gravity was interpolated from observed gravity values.
 AL7689
 AL7689;                    North         East    Units  Estimated Accuracy
 AL7689;SPC FL W     -   451,770.      134,030.      MT  (+/- 180 meters Scaled)
 AL7689
 AL7689                          SUPERSEDED SURVEY CONTROL
 AL7689
 AL7689.No superseded survey control is available for this station.
 AL7689
 AL7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM360436(NAD 83)
 AL7689_MARKER: DJ = TIDAL STATION DISK
 AL7689_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7689_SP_SET: GALVANIZED STEEL ROD
 AL7689_STAMPING: 7086 B 1978
 AL7689_MARK LOGO: NOS   
 AL7689_PROJECTION: PROJECTING 13 CENTIMETERS
 AL7689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7689_ROD/PIPE-DEPTH: 3.66 meters
 AL7689
 AL7689  HISTORY     - Date     Condition        Report By
 AL7689  HISTORY     - 1978     MONUMENTED       NOS
 AL7689  HISTORY     - 1985     GOOD             FLDNR
 AL7689
 AL7689                          STATION DESCRIPTION
 AL7689
 AL7689'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7689'1.85 MI SOUTH FROM ARIPEKA.
 AL7689'BEGIN AT THE JUNCTION OF COUNTY ROAD C-595 WITH U.S. HIGHWAY 19,
 AL7689'SOUTHEAST 0F ARIPEKA, GO 1.1 MILES WEST ON C-595 TO THE JUNCTION OF
 AL7689'OLD DIXIE HIGHWAY, GO 1.1 MILES SOUTHERLY ON OLD DIXIE HIGHWAY TO A
 AL7689'TRACK ROAD LEADING WEST ALONG THE NORTH SIDE OF A CANAL, GO 0.25 MILE
 AL7689'WEST ON THE TRACK ROAD TO THE MARK.  THE MARK BEARS 120 FEET WEST OF
 AL7689'AN AREA USED AS A PARKING LOT, 30.3 FEET NORTH OF THE CENTERLINE OF
 AL7689'THE TRACK ROAD, 50 FEET NORTH OF THE CANAL, 35 FEET SOUTH OF A PALM
 AL7689'TREE, 12 FEET EAST OF A BAND OF CEDARS, AND 46 FEET WEST OF A PILE OF
 AL7689'BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7688 ***********************************************************************
 AL7688  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7688  DESIGNATION -  872 7086 C TIDAL
 AL7688  PID         -  AL7688
 AL7688  STATE/COUNTY-  FL/PASCO
 AL7688  USGS QUAD   -  ARIPEKA (1988)
 AL7688
 AL7688                         *CURRENT SURVEY CONTROL
 AL7688  ___________________________________________________________________
 AL7688* NAD 83(1986)-  28 24 28.     (N)    082 40 13.     (W)     SCALED    
 AL7688* NAVD 88     -         2.072  (meters)       6.80   (feet)  POSTED    
 AL7688  ___________________________________________________________________
 AL7688  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AL7688  DYNAMIC HT  -           2.070 (meters)       6.79  (feet)  COMP
 AL7688  MODELED GRAV-     979,201.1   (mgal)                       NAVD 88
 AL7688
 AL7688  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7688
 AL7688.The horizontal coordinates were scaled from a topographic map and have
 AL7688.an estimated accuracy of +/- 6 seconds.
 AL7688
 AL7688.The orthometric height was determined by differential leveling
 AL7688.and adjusted by the National Geodetic Survey in 1992..
 AL7688.No vertical observational check was made to the station.
 AL7688.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7688.was located on a no-check spur therefore a value was not computed.
 AL7688
 AL7688.This Tidal Bench Mark is designated as VM 7728
 AL7688.by the Center for Operational Oceanographic Products and Services.
 AL7688
 AL7688.The geoid height was determined by GEOID03.
 AL7688
 AL7688.The dynamic height is computed by dividing the NAVD 88
 AL7688.geopotential number by the normal gravity value computed on the
 AL7688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7688.degrees latitude (g = 980.6199 gals.).
 AL7688
 AL7688.The modeled gravity was interpolated from observed gravity values.
 AL7688
 AL7688;                    North         East    Units  Estimated Accuracy
 AL7688;SPC FL W     -   451,580.      134,320.      MT  (+/- 180 meters Scaled)
 AL7688
 AL7688                          SUPERSEDED SURVEY CONTROL
 AL7688
 AL7688.No superseded survey control is available for this station.
 AL7688
 AL7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM363435(NAD 83)
 AL7688_MARKER: DJ = TIDAL STATION DISK
 AL7688_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7688_SP_SET: GALVANIZED STEEL ROD
 AL7688_STAMPING: 7086 C 1978
 AL7688_MARK LOGO: NOS   
 AL7688_PROJECTION: PROJECTING 8 CENTIMETERS
 AL7688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7688_ROD/PIPE-DEPTH: 10.4 meters
 AL7688
 AL7688  HISTORY     - Date     Condition        Report By
 AL7688  HISTORY     - 1978     MONUMENTED       NOS
 AL7688  HISTORY     - 1985     GOOD             FLDNR
 AL7688
 AL7688                          STATION DESCRIPTION
 AL7688
 AL7688'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7688'1.6 MI SOUTH FROM ARIPEKA.
 AL7688'BEGIN AT THE JUNCTION OF COUNTY ROAD C-595 WITH U.S. HIGHWAY 19,
 AL7688'SOUTHEAST 0F ARIPEKA, GO 1.1 MILES WEST ON C-595 TO THE JUNCTION OF
 AL7688'OLD DIXIE HIGHWAY, GO 1.1 MILES SOUTHERLY ON OLD DIXIE HIGHWAY TO THE
 AL7688'MARK.  THE MARK BEARS 89.8 FEET WEST-NORTHWEST OF OLD DIXIE HIGHWAY,
 AL7688'77 FEET NORTH OF A TRACK ROAD LEADING WEST ALONG THE NORTH SIDE OF A
 AL7688'CANAL, AND 1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7687 ***********************************************************************
 AL7687  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7687  DESIGNATION -  872 7086 F TIDAL
 AL7687  PID         -  AL7687
 AL7687  STATE/COUNTY-  FL/PASCO
 AL7687  USGS QUAD   -  ARIPEKA (1988)
 AL7687
 AL7687                         *CURRENT SURVEY CONTROL
 AL7687  ___________________________________________________________________
 AL7687* NAD 83(1986)-  28 24 34.     (N)    082 40 11.     (W)     SCALED    
 AL7687* NAVD 88     -         1.479  (meters)       4.85   (feet)  POSTED    
 AL7687  ___________________________________________________________________
 AL7687  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AL7687  DYNAMIC HT  -           1.480 (meters)       4.86  (feet)  COMP
 AL7687  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 AL7687
 AL7687  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7687
 AL7687.The horizontal coordinates were scaled from a topographic map and have
 AL7687.an estimated accuracy of +/- 6 seconds.
 AL7687
 AL7687.The orthometric height was determined by differential leveling
 AL7687.and adjusted by the National Geodetic Survey in 1992..
 AL7687.No vertical observational check was made to the station.
 AL7687.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7687.was located on a no-check spur therefore a value was not computed.
 AL7687
 AL7687.This Tidal Bench Mark is designated as VM 16462
 AL7687.by the Center for Operational Oceanographic Products and Services.
 AL7687
 AL7687.The geoid height was determined by GEOID03.
 AL7687
 AL7687.The dynamic height is computed by dividing the NAVD 88
 AL7687.geopotential number by the normal gravity value computed on the
 AL7687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7687.degrees latitude (g = 980.6199 gals.).
 AL7687
 AL7687.The modeled gravity was interpolated from observed gravity values.
 AL7687
 AL7687;                    North         East    Units  Estimated Accuracy
 AL7687;SPC FL W     -   451,770.      134,380.      MT  (+/- 180 meters Scaled)
 AL7687
 AL7687                          SUPERSEDED SURVEY CONTROL
 AL7687
 AL7687.No superseded survey control is available for this station.
 AL7687
 AL7687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM364436(NAD 83)
 AL7687_MARKER: DJ = TIDAL STATION DISK
 AL7687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7687_SP_SET: STAINLESS STEEL ROD
 AL7687_STAMPING: 7086 F 1985
 AL7687_MARK LOGO: NOS   
 AL7687_PROJECTION: FLUSH
 AL7687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7687_ROD/PIPE-DEPTH: 1.22 meters
 AL7687
 AL7687  HISTORY     - Date     Condition        Report By
 AL7687  HISTORY     - 1985     MONUMENTED       FLDNR
 AL7687
 AL7687                          STATION DESCRIPTION
 AL7687
 AL7687'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7687'1.5 MI SOUTH FROM ARIPEKA.
 AL7687'BEGIN AT THE JUNCTION OF COUNTY ROAD C-595 WITH U.S. HIGHWAY 19,
 AL7687'SOUTHEAST 0F ARIPEKA, GO 1.1 MILES WEST ON C-595 TO THE JUNCTION OF
 AL7687'OLD DIXIE HIGHWAY, GO 1 MILE SOUTHERLY ON OLD DIXIE HIGHWAY TO THE
 AL7687'MARK.  THE MARK BEARS 28.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 AL7687'OLD DIXIE HIGHWAY, 20 FEET NORTH-NORTHEAST OF A LONE CABBAGE PALM,
 AL7687'3.3 FEET EAST-SOUTHEAST OF POWER POLE 19, AND 0.1 MILE NORTH OF A
 AL7687'CANAL.
 AL7687'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7686 ***********************************************************************
 AL7686  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7686  DESIGNATION -  872 7086 G TIDAL
 AL7686  PID         -  AL7686
 AL7686  STATE/COUNTY-  FL/PASCO
 AL7686  USGS QUAD   -  ARIPEKA (1988)
 AL7686
 AL7686                         *CURRENT SURVEY CONTROL
 AL7686  ___________________________________________________________________
 AL7686* NAD 83(1986)-  28 24 40.     (N)    082 40 09.     (W)     SCALED    
 AL7686* NAVD 88     -         1.418  (meters)       4.65   (feet)  POSTED    
 AL7686  ___________________________________________________________________
 AL7686  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AL7686  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 AL7686  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 AL7686
 AL7686  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7686
 AL7686.The horizontal coordinates were scaled from a topographic map and have
 AL7686.an estimated accuracy of +/- 6 seconds.
 AL7686
 AL7686.The orthometric height was determined by differential leveling
 AL7686.and adjusted by the National Geodetic Survey in 1992..
 AL7686.No vertical observational check was made to the station.
 AL7686.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7686.was located on a no-check spur therefore a value was not computed.
 AL7686
 AL7686.This Tidal Bench Mark is designated as VM 16463
 AL7686.by the Center for Operational Oceanographic Products and Services.
 AL7686
 AL7686.The geoid height was determined by GEOID03.
 AL7686
 AL7686.The dynamic height is computed by dividing the NAVD 88
 AL7686.geopotential number by the normal gravity value computed on the
 AL7686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7686.degrees latitude (g = 980.6199 gals.).
 AL7686
 AL7686.The modeled gravity was interpolated from observed gravity values.
 AL7686
 AL7686;                    North         East    Units  Estimated Accuracy
 AL7686;SPC FL W     -   451,950.      134,430.      MT  (+/- 180 meters Scaled)
 AL7686
 AL7686                          SUPERSEDED SURVEY CONTROL
 AL7686
 AL7686.No superseded survey control is available for this station.
 AL7686
 AL7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM364438(NAD 83)
 AL7686_MARKER: DJ = TIDAL STATION DISK
 AL7686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7686_SP_SET: STAINLESS STEEL ROD
 AL7686_STAMPING: 7086 G 1985
 AL7686_MARK LOGO: NOS   
 AL7686_PROJECTION: FLUSH
 AL7686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7686_ROD/PIPE-DEPTH: 3.96 meters
 AL7686
 AL7686  HISTORY     - Date     Condition        Report By
 AL7686  HISTORY     - 1985     MONUMENTED       FLDNR
 AL7686
 AL7686                          STATION DESCRIPTION
 AL7686
 AL7686'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7686'1.4 MI SOUTH FROM ARIPEKA.
 AL7686'BEGIN AT THE JUNCTION OF COUNTY ROAD C-595 WITH U.S. HIGHWAY 19,
 AL7686'SOUTHEAST 0F ARIPEKA, GO 1.1 MILES WEST ON C-595 TO THE JUNCTION OF
 AL7686'OLD DIXIE HIGHWAY, GO 0.9 MILE SOUTHERLY ON OLD DIXIE HIGHWAY TO THE
 AL7686'MARK.  THE MARK BEARS 29.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 AL7686'THE ROAD, 1.5 FEET EAST-NORTHEAST OF POWER POLE 17, AND 0.2 MILE
 AL7686'NORTH OF A CANAL.
 AL7686'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7338 ***********************************************************************
 AL7338  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7338  DESIGNATION -  872 7097 A TIDAL
 AL7338  PID         -  AL7338
 AL7338  STATE/COUNTY-  FL/HERNANDO
 AL7338  USGS QUAD   -  ARIPEKA (1988)
 AL7338
 AL7338                         *CURRENT SURVEY CONTROL
 AL7338  ___________________________________________________________________
 AL7338* NAD 83(1986)-  28 26 06.     (N)    082 40 02.     (W)     SCALED    
 AL7338* NAVD 88     -         1.070  (meters)       3.51   (feet)  POSTED    
 AL7338  ___________________________________________________________________
 AL7338  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AL7338  DYNAMIC HT  -           1.070 (meters)       3.51  (feet)  COMP
 AL7338  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 AL7338
 AL7338  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AL7338
 AL7338.The horizontal coordinates were scaled from a topographic map and have
 AL7338.an estimated accuracy of +/- 6 seconds.
 AL7338
 AL7338.The orthometric height was determined by differential leveling
 AL7338.and adjusted by the National Geodetic Survey in 1992..
 AL7338.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AL7338.rate greater than 8.0 mm/km.
 AL7338
 AL7338.This Tidal Bench Mark is designated as VM 7731
 AL7338.by the Center for Operational Oceanographic Products and Services.
 AL7338
 AL7338.The geoid height was determined by GEOID03.
 AL7338
 AL7338.The dynamic height is computed by dividing the NAVD 88
 AL7338.geopotential number by the normal gravity value computed on the
 AL7338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7338.degrees latitude (g = 980.6199 gals.).
 AL7338
 AL7338.The modeled gravity was interpolated from observed gravity values.
 AL7338
 AL7338;                    North         East    Units  Estimated Accuracy
 AL7338;SPC FL W     -   454,600.      134,640.      MT  (+/- 180 meters Scaled)
 AL7338
 AL7338                          SUPERSEDED SURVEY CONTROL
 AL7338
 AL7338.No superseded survey control is available for this station.
 AL7338
 AL7338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM367465(NAD 83)
 AL7338_MARKER: DJ = TIDAL STATION DISK
 AL7338_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7338_SP_SET: COPPER CLAD STEEL ROD
 AL7338_STAMPING: 7097 A 1977
 AL7338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7338
 AL7338  HISTORY     - Date     Condition        Report By
 AL7338  HISTORY     - 1977     MONUMENTED       NOS
 AL7338  HISTORY     - 1977     GOOD             FLDNR
 AL7338  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 AL7338
 AL7338                          STATION DESCRIPTION
 AL7338
 AL7338'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7338'0.1 MI NW FROM ARIPEKA.
 AL7338'BEGIN AT THE INTERSECTION OF US 19 AND STATE ROAD 50 AT WEEKIWACHEE
 AL7338'SPRINGS. PROCEED SOUTHWEST ON US 19 FOR 5 MILES TO THE JUNCTION OF
 AL7338'STATE ROAD 595, THENCE SOUTHWEST ON STATE ROAD 595 FOR 3.67 MILES TO
 AL7338'THE MARK. THE MARK BEARS 3 FEET NORTHWEST OF POWER POLE NUMBER 142660R
 AL7338', 4 FEET NORTH OF A FENCE, 12 FEET SOUTHEAST OF A 12 INCH PALM TREE,
 AL7338'AND 18 FEET WEST OF THE CENTERLINE OF STATE ROAD 595.
 AL7338
 AL7338                          STATION RECOVERY (1994)
 AL7338
 AL7338'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7337 ***********************************************************************
 AL7337  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7337  DESIGNATION -  872 7097 B TIDAL
 AL7337  PID         -  AL7337
 AL7337  STATE/COUNTY-  FL/HERNANDO
 AL7337  USGS QUAD   -  ARIPEKA (1988)
 AL7337
 AL7337                         *CURRENT SURVEY CONTROL
 AL7337  ___________________________________________________________________
 AL7337* NAD 83(1986)-  28 26 08.     (N)    082 40 01.     (W)     SCALED    
 AL7337* NAVD 88     -         0.890  (meters)       2.92   (feet)  POSTED    
 AL7337  ___________________________________________________________________
 AL7337  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AL7337  DYNAMIC HT  -           0.890 (meters)       2.92  (feet)  COMP
 AL7337  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 AL7337
 AL7337  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AL7337
 AL7337.The horizontal coordinates were scaled from a topographic map and have
 AL7337.an estimated accuracy of +/- 6 seconds.
 AL7337
 AL7337.The orthometric height was determined by differential leveling
 AL7337.and adjusted by the National Geodetic Survey in 1992..
 AL7337.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AL7337.rate of 4.1 thru 8.0 mm/km.
 AL7337
 AL7337.This Tidal Bench Mark is designated as VM 7732
 AL7337.by the Center for Operational Oceanographic Products and Services.
 AL7337
 AL7337.The geoid height was determined by GEOID03.
 AL7337
 AL7337.The dynamic height is computed by dividing the NAVD 88
 AL7337.geopotential number by the normal gravity value computed on the
 AL7337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7337.degrees latitude (g = 980.6199 gals.).
 AL7337
 AL7337.The modeled gravity was interpolated from observed gravity values.
 AL7337
 AL7337;                    North         East    Units  Estimated Accuracy
 AL7337;SPC FL W     -   454,660.      134,670.      MT  (+/- 180 meters Scaled)
 AL7337
 AL7337                          SUPERSEDED SURVEY CONTROL
 AL7337
 AL7337.No superseded survey control is available for this station.
 AL7337
 AL7337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM367465(NAD 83)
 AL7337_MARKER: DJ = TIDAL STATION DISK
 AL7337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7337_SP_SET: CONCRETE POST
 AL7337_STAMPING: 7097 B 1977
 AL7337_MARK LOGO: NOS   
 AL7337_PROJECTION: RECESSED 5 CENTIMETERS
 AL7337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7337+STABILITY: SURFACE MOTION
 AL7337
 AL7337  HISTORY     - Date     Condition        Report By
 AL7337  HISTORY     - 1977     MONUMENTED       NOS
 AL7337  HISTORY     - 1977     GOOD             FLDNR
 AL7337  HISTORY     - 1983     GOOD             FLDNR
 AL7337  HISTORY     - 20020521 MARK NOT FOUND   FLDEP
 AL7337
 AL7337                          STATION DESCRIPTION
 AL7337
 AL7337'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7337'0.2 MI NW FROM ARIPEKA.
 AL7337'BEGIN AT THE INTERSECTION OF US 19 AND STATE ROAD 50 AT WEEKIWACHEE
 AL7337'SPRINGS. PROCEED SOUTHWEST ON US 19 FOR 5 MILES TO THE JUNCTION WITH
 AL7337'STATE ROAD 595, THENCE SOUTHWEST ON STATE ROAD 595 FOR 3.55 MILES TO
 AL7337'THE MARK. THE MARK BEARS 14.7 FEET WEST OF THE CENTERLINE OF STATE
 AL7337'ROAD 595, 29.3 FEET WEST OF A CONCRETE FENCE, 2.7 FEET NORTH OF A
 AL7337'POWER POLE, AND 27 FEET SOUTH OF THE CENTERLINE OF SUNSET DRIVE.
 AL7337
 AL7337                          STATION RECOVERY (1983)
 AL7337
 AL7337'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL7337'RECOVERED IN GOOD CONDITION EXCEPT THE TELEPHONE POLE IS GONE.  ADD
 AL7337'THAT THE MARK IS 39.5 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE R3082.
 AL7337
 AL7337                          STATION RECOVERY (2002)
 AL7337
 AL7337'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7337'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7336 ***********************************************************************
 AL7336  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7336  DESIGNATION -  872 7097 C TIDAL
 AL7336  PID         -  AL7336
 AL7336  STATE/COUNTY-  FL/HERNANDO
 AL7336  USGS QUAD   -  ARIPEKA (1988)
 AL7336
 AL7336                         *CURRENT SURVEY CONTROL
 AL7336  ___________________________________________________________________
 AL7336* NAD 83(1986)-  28 26 12.     (N)    082 39 52.     (W)     SCALED    
 AL7336* NAVD 88     -         0.713  (meters)       2.34   (feet)  POSTED    
 AL7336  ___________________________________________________________________
 AL7336  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AL7336  DYNAMIC HT  -           0.710 (meters)       2.33  (feet)  COMP
 AL7336  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 AL7336
 AL7336  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AL7336
 AL7336.The horizontal coordinates were scaled from a topographic map and have
 AL7336.an estimated accuracy of +/- 6 seconds.
 AL7336
 AL7336.The orthometric height was determined by differential leveling
 AL7336.and adjusted by the National Geodetic Survey in August 2004..
 AL7336.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AL7336.rate of 1.1 thru 2.0 mm/km.
 AL7336
 AL7336.This Tidal Bench Mark is designated as VM 7733
 AL7336.by the Center for Operational Oceanographic Products and Services.
 AL7336
 AL7336.The geoid height was determined by GEOID03.
 AL7336
 AL7336.The dynamic height is computed by dividing the NAVD 88
 AL7336.geopotential number by the normal gravity value computed on the
 AL7336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7336.degrees latitude (g = 980.6199 gals.).
 AL7336
 AL7336.The modeled gravity was interpolated from observed gravity values.
 AL7336
 AL7336;                    North         East    Units  Estimated Accuracy
 AL7336;SPC FL W     -   454,780.      134,910.      MT  (+/- 180 meters Scaled)
 AL7336
 AL7336                          SUPERSEDED SURVEY CONTROL
 AL7336
 AL7336  NAVD 88 (??/??/92)    0.718  (m)            2.36   (f) UNKNOWN     3 0
 AL7336
 AL7336.Superseded values are not recommended for survey control.
 AL7336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7336.See file dsdata.txt to determine how the superseded data were derived.
 AL7336
 AL7336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM369467(NAD 83)
 AL7336_MARKER: DJ = TIDAL STATION DISK
 AL7336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7336_SP_SET: CONCRETE POST
 AL7336_STAMPING: 7097 C 1977
 AL7336_MARK LOGO: NOS   
 AL7336_PROJECTION: RECESSED 36 CENTIMETERS
 AL7336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7336+STABILITY: SURFACE MOTION
 AL7336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7336+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 AL7336
 AL7336  HISTORY     - Date     Condition        Report By
 AL7336  HISTORY     - 1977     MONUMENTED       NOS
 AL7336  HISTORY     - 1977     GOOD             FLDNR
 AL7336  HISTORY     - 1983     GOOD             FLDNR
 AL7336  HISTORY     - 20020522 GOOD             FLDEP
 AL7336
 AL7336                          STATION DESCRIPTION
 AL7336
 AL7336'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7336'0.3 MI NW FROM ARIPEKA.
 AL7336'BEGIN AT THE INTERSECTION OF US 19 AND STATE ROAD 50 AT WEEKIWACHEE
 AL7336'SPRINGS. PROCEED SOUTHWEST ON US 19 FOR 5 MILES TO THE INTERSECTION
 AL7336'OF STATE ROAD 595, THENCE SOUTHWEST ALONG STATE ROAD 595 FOR 3.5 MILES
 AL7336'TO THE MARK. THE MARK BEARS 4 FEET WEST OF A POWER POLE, 19 FEET EAST
 AL7336'THE CENTERLINE OF STATE ROAD 595, 49 FEET EAST NORTHEAST OF THE NORTH
 AL7336'END POST OF A BOARD POST.
 AL7336
 AL7336                          STATION RECOVERY (1983)
 AL7336
 AL7336'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL7336'RECOVERED IN GOOD CONDITION EXCEPT THE TELEPHONE POLE IS GONE.  ADD
 AL7336'THAT THE MARK IS 19.5 FEET SOUTH OF A POWER POLE.
 AL7336
 AL7336                          STATION RECOVERY (2002)
 AL7336
 AL7336'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7336'THE MARK IS IN ARIPEKA, 7.5 SOUTHWEST OF WEEKI WACHEE SPRINGS, IN
 AL7336'SECTION 36, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 AL7336' 
 AL7336'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50, 550 (CORTEZ
 AL7336'BOULEVARD) AND U.S. HIGHWAY 19 (COMMERCIAL WAY) IN WEEKI WACHEE
 AL7336'SPRINGS, GO SOUTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 5.3 MI TO
 AL7336'THE JUNCTION OF COUNTY ROAD 574 EAST, 595 WEST (SPRING HILL
 AL7336'DRIVE-OSOWAW BOULEVARD), TURN RIGHT ON COUNTY ROAD 595 WEST (OSOWAW
 AL7336'BOULEVARD) AND GO WEST THEN NORTH FOR 0.2 MI TO A 4-WAY STOP AND THE
 AL7336'JUNCTION OF TARPON BOULEVARD ON THE RIGHT, TURN LEFT ON COUNTY ROAD
 AL7336'595 AND GO SOUTHWEST FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 597
 AL7336'(SHOAL LINE BOULEVARD) ON THE RIGHT, CONTINUE SOUTHWEST THEN SOUTH ON
 AL7336'COUNTY ROAD 595 FOR 1.95 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF
 AL7336'A CONCRETE MONUMENT RECESSED 1.2 FT BELOW THE LEVEL OF THE GROUND AND
 AL7336'BELOW THE LEVEL OF COUNTY ROAD 595.
 AL7336' 
 AL7336'LOCATED 20.2 FT SOUTH-SOUTHEAST OF A POWER POLE, 18.5 FT EAST OF THE
 AL7336'CENTERLINE OF COUNTY ROAD 595, 1.5 FT WEST OF A CARSONITE WITNESS POST
 AL7336'AND 0.7 FT WEST OF A METAL WITNESS POST.
 AL7336' 
 AL7336'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5012 ***********************************************************************
 DG5012  DESIGNATION -  872 7097 D TIDAL
 DG5012  PID         -  DG5012
 DG5012  STATE/COUNTY-  FL/PASCO
 DG5012  USGS QUAD   -  ARIPEKA (1988)
 DG5012
 DG5012                         *CURRENT SURVEY CONTROL
 DG5012  ___________________________________________________________________
 DG5012* NAD 83(1986)-  28 25 59.     (N)    082 40 00.     (W)     SCALED    
 DG5012* NAVD 88     -         2.365  (meters)       7.76   (feet)  POSTED    
 DG5012  ___________________________________________________________________
 DG5012  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DG5012  DYNAMIC HT  -           2.360 (meters)       7.74  (feet)  COMP
 DG5012  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 DG5012
 DG5012  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DG5012
 DG5012.The horizontal coordinates were scaled from a topographic map and have
 DG5012.an estimated accuracy of +/- 6 seconds.
 DG5012
 DG5012.The orthometric height was determined by differential leveling
 DG5012.and adjusted by the National Geodetic Survey in August 2004..
 DG5012.No vertical observational check was made to the station.
 DG5012.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DG5012.was located on a no-check spur therefore a value was not computed.
 DG5012
 DG5012.The geoid height was determined by GEOID03.
 DG5012
 DG5012.The dynamic height is computed by dividing the NAVD 88
 DG5012.geopotential number by the normal gravity value computed on the
 DG5012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5012.degrees latitude (g = 980.6199 gals.).
 DG5012
 DG5012.The modeled gravity was interpolated from observed gravity values.
 DG5012
 DG5012;                    North         East    Units  Estimated Accuracy
 DG5012;SPC FL W     -   454,380.      134,690.      MT  (+/- 180 meters Scaled)
 DG5012
 DG5012                          SUPERSEDED SURVEY CONTROL
 DG5012
 DG5012.No superseded survey control is available for this station.
 DG5012
 DG5012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM367463(NAD 83)
 DG5012_MARKER: DD = SURVEY DISK
 DG5012_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5012_SP_SET: BRIDGE PIER
 DG5012_STAMPING: 7097 D 2002
 DG5012_MARK LOGO: FLDEP 
 DG5012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5012+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 DG5012
 DG5012  HISTORY     - Date     Condition        Report By
 DG5012  HISTORY     - 20020522 MONUMENTED       FLDEP
 DG5012
 DG5012                          STATION DESCRIPTION
 DG5012
 DG5012'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5012'THE MARK IS IN ARIPEKA, 7.5 SOUTHWEST OF WEEKI WACHEE SPRINGS, IN
 DG5012'SECTION 2, TOWNSHIP 24 SOUTH, RANGE 16 EAST.
 DG5012' 
 DG5012'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50, 550 (CORTEZ
 DG5012'BULEVARD) AND U.S. HIGHWAY 19 (COMMERCIAL WAY) IN WEEKI WACHEE
 DG5012'SPRINGS, GO SOUTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 5.3 MI TO
 DG5012'THE JUNCTION OF COUNTY ROAD 574 EAST, 595 WEST (SPRING HILL
 DG5012'DRIVE-OSOWAW BOULEVARD), TURN RIGHT ON COUNTY ROAD 595 WEST (OSOWAW
 DG5012'BOULEVARD) AND GO WEST THEN NORTH FOR 0.2 MI TO A 4-WAY STOP AND THE
 DG5012'JUNCTION OF TARPON BOULEVARD ON THE RIGHT, TURN LEFT ON COUNTY ROAD
 DG5012'595 AND GO SOUTHWEST FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 597
 DG5012'(SHOAL LINE BOULEVARD) ON THE RIGHT, CONTINUE SOUTHWEST THEN SOUTH ON
 DG5012'COUNTY ROAD 595 FOR 2.15 MI TO THE NORTH END OF SOUTH FORK HAMMOCK
 DG5012'COUNTY ROAD BRIDGE NUMBER 140059 AND THE MARK ON THE RIGHT, SET FLUSH
 DG5012'IN THE TOP OF NORTHWEST BRIDGE PIER 1.0 FT BELOW THE LEVEL OF THE
 DG5012'ROAD.
 DG5012' 
 DG5012'LOCATED 56.0 FT SOUTH OF AZIMUTH MARK SMITH 2 1979, 22.4 FT WEST OF
 DG5012'THE CENTERLINE OF THE ROAD, 18.0 FT SOUTH-SOUTHEAST OF THE NORTHWEST
 DG5012'CORNER OF THE BRIDGE AND 0.6 FT EAST OF THE WEST FACE OF THE PIER.
 DG5012' 
 DG5012'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5013 ***********************************************************************
 DG5013  DESIGNATION -  872 7097 E TIDAL
 DG5013  PID         -  DG5013
 DG5013  STATE/COUNTY-  FL/HERNANDO
 DG5013  USGS QUAD   -  ARIPEKA (1988)
 DG5013
 DG5013                         *CURRENT SURVEY CONTROL
 DG5013  ___________________________________________________________________
 DG5013* NAD 83(1986)-  28 26 07.     (N)    082 40 00.     (W)     SCALED    
 DG5013* NAVD 88     -         1.408  (meters)       4.62   (feet)  POSTED    
 DG5013  ___________________________________________________________________
 DG5013  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DG5013  DYNAMIC HT  -           1.410 (meters)       4.63  (feet)  COMP
 DG5013  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 DG5013
 DG5013  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DG5013
 DG5013.The horizontal coordinates were scaled from a topographic map and have
 DG5013.an estimated accuracy of +/- 6 seconds.
 DG5013
 DG5013.The orthometric height was determined by differential leveling
 DG5013.and adjusted by the National Geodetic Survey in August 2004..
 DG5013.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DG5013.rate of 1.1 thru 2.0 mm/km.
 DG5013
 DG5013.The geoid height was determined by GEOID03.
 DG5013
 DG5013.The dynamic height is computed by dividing the NAVD 88
 DG5013.geopotential number by the normal gravity value computed on the
 DG5013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5013.degrees latitude (g = 980.6199 gals.).
 DG5013
 DG5013.The modeled gravity was interpolated from observed gravity values.
 DG5013
 DG5013;                    North         East    Units  Estimated Accuracy
 DG5013;SPC FL W     -   454,630.      134,690.      MT  (+/- 180 meters Scaled)
 DG5013
 DG5013                          SUPERSEDED SURVEY CONTROL
 DG5013
 DG5013.No superseded survey control is available for this station.
 DG5013
 DG5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM367465(NAD 83)
 DG5013_MARKER: F = FLANGE-ENCASED ROD
 DG5013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5013_STAMPING: 7097 E 2002
 DG5013_MARK LOGO: NGS   
 DG5013_PROJECTION: FLUSH
 DG5013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5013+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 DG5013_ROD/PIPE-DEPTH:  6.0 meters
 DG5013
 DG5013  HISTORY     - Date     Condition        Report By
 DG5013  HISTORY     - 20020522 MONUMENTED       FLDEP
 DG5013
 DG5013                          STATION DESCRIPTION
 DG5013
 DG5013'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5013'THE MARK IS IN ARIPEKA, 7.5 SOUTHWEST OF WEEKI WACHEE SPRINGS, IN
 DG5013'SECTION 35, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 DG5013' 
 DG5013'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50, 550 (CORTEZ
 DG5013'BOULEVARD) AND U.S. HIGHWAY 19 (COMMERCIAL WAY) IN WEEKI WACHEE
 DG5013'SPRINGS, GO SOUTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 5.3 MI TO
 DG5013'THE JUNCTION OF COUNTY ROAD 574 EAST, 595 WEST (SPRING HILL
 DG5013'DRIVE-OSOWAW BOULEVARD), TURN RIGHT ON COUNTY ROAD 595 WEST (OSOWAW
 DG5013'BOULEVARD) AND GO WEST THEN NORTH FOR 0.2 MI TO A 4-WAY STOP AND THE
 DG5013'JUNCTION OF TARPON BOULEVARD ON THE RIGHT, TURN LEFT ON COUNTY ROAD
 DG5013'595 AND GO SOUTHWEST FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 597
 DG5013'(SHOAL LINE BOULEVARD) ON THE RIGHT, CONTINUE SOUTHWEST THEN SOUTH ON
 DG5013'COUNTY ROAD 595 FOR 2.0 MI TO THE NORTH END OF THE NORTH FORK HAMMOCK
 DG5013'COUNTY ROAD BRIDGE NUMBER 080028 AND THE MARK ON THE RIGHT, A
 DG5013'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.7 FT WITH A NGS
 DG5013'LOGO CAP FLUSH WITH THE GROUND AND ABOUT 0.6 FT BELOW THE LEVEL OF THE
 DG5013'ROAD, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS
 DG5013'LOGO CAP.
 DG5013' 
 DG5013'LOCATED 192.2 FT SOUTH-SOUTHWEST OF SUNSET VISTA DRIVE, 22.5 FT WEST
 DG5013'OF THE CENTERLINE OF COUNTY ROAD 595, 10.0 FT NORTH OF THE NORTHWEST
 DG5013'END OF THE BRIDGE, 0.8 FT EAST OF THE GUARD RAIL AND 0.6 FT EAST OF A
 DG5013'CARSONITE WITNESS POST.
 DG5013' 
 DG5013'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5013' 
 DG5013'NOTE A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7335 ***********************************************************************
 AL7335  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7335  DESIGNATION -  872 7106 TIDAL 4
 AL7335  PID         -  AL7335
 AL7335  STATE/COUNTY-  FL/HERNANDO
 AL7335  USGS QUAD   -  ARIPEKA (1988)
 AL7335
 AL7335                         *CURRENT SURVEY CONTROL
 AL7335  ___________________________________________________________________
 AL7335* NAD 83(1986)-  28 26 58.     (N)    082 39 50.     (W)     SCALED    
 AL7335* NAVD 88     -         0.757  (meters)       2.48   (feet)  POSTED    
 AL7335  ___________________________________________________________________
 AL7335  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AL7335  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 AL7335  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 AL7335
 AL7335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7335
 AL7335.The horizontal coordinates were scaled from a topographic map and have
 AL7335.an estimated accuracy of +/- 6 seconds.
 AL7335
 AL7335.The orthometric height was determined by differential leveling
 AL7335.and adjusted by the National Geodetic Survey in 1992..
 AL7335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7335.rate of 0.0 thru 1.0 mm/km.
 AL7335
 AL7335.This Tidal Bench Mark is designated as VM 14261
 AL7335.by the Center for Operational Oceanographic Products and Services.
 AL7335
 AL7335.The geoid height was determined by GEOID03.
 AL7335
 AL7335.The dynamic height is computed by dividing the NAVD 88
 AL7335.geopotential number by the normal gravity value computed on the
 AL7335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7335.degrees latitude (g = 980.6199 gals.).
 AL7335
 AL7335.The modeled gravity was interpolated from observed gravity values.
 AL7335
 AL7335;                    North         East    Units  Estimated Accuracy
 AL7335;SPC FL W     -   456,190.      134,980.      MT  (+/- 180 meters Scaled)
 AL7335
 AL7335                          SUPERSEDED SURVEY CONTROL
 AL7335
 AL7335.No superseded survey control is available for this station.
 AL7335
 AL7335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM370481(NAD 83)
 AL7335_MARKER: DJ = TIDAL STATION DISK
 AL7335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7335_SP_SET: CONCRETE POST
 AL7335_STAMPING: NO 4 1933
 AL7335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7335+STABILITY: SURFACE MOTION
 AL7335
 AL7335  HISTORY     - Date     Condition        Report By
 AL7335  HISTORY     - 1933     MONUMENTED       NOS
 AL7335  HISTORY     - 1979     GOOD             FLDNR
 AL7335
 AL7335                          STATION DESCRIPTION
 AL7335
 AL7335'DESCRIBED BY FL DEPT OF NAT RES 1979
 AL7335'1.35 MI NE FROM ARIPEKA.
 AL7335'BEGIN ABOUT 4.15 MILES NORTHWEST OF ARIPEKA AT THE INTERSECTION
 AL7335'OF U.S. HIGHWAY 19 AND STATE ROAD 595. PROCEED SOUTHWEST ALONG
 AL7335'STATE ROAD 595 FOR 2,8 MILES TO THE MARK ON THE RIGHT, WHICH BEARS
 AL7335'10 FEET WEST SOUTHWEST OF THE NORTHEAST CORNER OF A BOAT HOUSE,
 AL7335'4 FEET EAST OF A PALM TREE, 6 FEET SOUTHWEST OF THE CENTER LINE OF
 AL7335'A DRIVE, 24 FEET SOUTHWEST OF A BLOCK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7724 ***********************************************************************
 AL7724  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7724  DESIGNATION -  872 7151 A TIDAL
 AL7724  PID         -  AL7724
 AL7724  STATE/COUNTY-  FL/HERNANDO
 AL7724  USGS QUAD   -  BAYPORT (1984)
 AL7724
 AL7724                         *CURRENT SURVEY CONTROL
 AL7724  ___________________________________________________________________
 AL7724* NAD 83(1986)-  28 32 11.     (N)    082 39 02.     (W)     SCALED    
 AL7724* NAVD 88     -         1.538  (meters)       5.05   (feet)  POSTED    
 AL7724  ___________________________________________________________________
 AL7724  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AL7724  DYNAMIC HT  -           1.540 (meters)       5.05  (feet)  COMP
 AL7724  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 AL7724
 AL7724  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7724
 AL7724.The horizontal coordinates were scaled from a topographic map and have
 AL7724.an estimated accuracy of +/- 6 seconds.
 AL7724
 AL7724.The orthometric height was determined by differential leveling
 AL7724.and adjusted by the National Geodetic Survey in 1992..
 AL7724.No vertical observational check was made to the station.
 AL7724.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7724.was located on a no-check spur therefore a value was not computed.
 AL7724
 AL7724.This Tidal Bench Mark is designated as VM 7740
 AL7724.by the Center for Operational Oceanographic Products and Services.
 AL7724
 AL7724.The geoid height was determined by GEOID03.
 AL7724
 AL7724.The dynamic height is computed by dividing the NAVD 88
 AL7724.geopotential number by the normal gravity value computed on the
 AL7724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7724.degrees latitude (g = 980.6199 gals.).
 AL7724
 AL7724.The modeled gravity was interpolated from observed gravity values.
 AL7724
 AL7724;                    North         East    Units  Estimated Accuracy
 AL7724;SPC FL W     -   465,820.      136,330.      MT  (+/- 180 meters Scaled)
 AL7724
 AL7724                          SUPERSEDED SURVEY CONTROL
 AL7724
 AL7724.No superseded survey control is available for this station.
 AL7724
 AL7724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM385577(NAD 83)
 AL7724_MARKER: DJ = TIDAL STATION DISK
 AL7724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7724_SP_SET: CONCRETE POST
 AL7724_STAMPING: 7151 A 1978
 AL7724_MARK LOGO: NOS   
 AL7724_PROJECTION: RECESSED 3 CENTIMETERS
 AL7724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7724+STABILITY: SURFACE MOTION
 AL7724
 AL7724  HISTORY     - Date     Condition        Report By
 AL7724  HISTORY     - 1978     MONUMENTED       NOS
 AL7724  HISTORY     - 1985     GOOD             FLDNR
 AL7724  HISTORY     - 19910116 MARK NOT FOUND   USPSQD
 AL7724
 AL7724                          STATION DESCRIPTION
 AL7724
 AL7724'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7724'6.25 MI WEST FROM WEEKI WACHEE.
 AL7724'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7724'6.25 MILES WEST ON STATE ROAD 50 TO ITS END AT A COUNTY PARK AND THE
 AL7724'MARK.  THE MARK BEARS 55.4 FEET WEST OF THE SOUTHWEST CORNER OF A
 AL7724'COVERED PICNIC SHELTER, 15 FEET EAST OF THE CENTERLINE OF THE PAVED
 AL7724'ROAD, 100 FEET NORTH OF THE BULKHEAD FOR A CANAL, 7 FEET NORTHEAST OF
 AL7724'THE SOUTHWEST CORNER OF THE CURBING AROUND THE PICNIC AREA, AND 5.5
 AL7724'FEET SOUTHWEST OF THE WESTERNMOST PALM TREE IN THE PICNIC AREA.
 AL7724
 AL7724                          STATION RECOVERY (1991)
 AL7724
 AL7724'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7722 ***********************************************************************
 AL7722  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7722  DESIGNATION -  872 7151 B TIDAL
 AL7722  PID         -  AL7722
 AL7722  STATE/COUNTY-  FL/HERNANDO
 AL7722  USGS QUAD   -  BAYPORT (1984)
 AL7722
 AL7722                         *CURRENT SURVEY CONTROL
 AL7722  ___________________________________________________________________
 AL7722* NAD 83(1986)-  28 32 13.     (N)    082 39 00.     (W)     SCALED    
 AL7722* NAVD 88     -         1.502  (meters)       4.93   (feet)  POSTED    
 AL7722  ___________________________________________________________________
 AL7722  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AL7722  DYNAMIC HT  -           1.500 (meters)       4.92  (feet)  COMP
 AL7722  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 AL7722
 AL7722  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7722
 AL7722.The horizontal coordinates were scaled from a topographic map and have
 AL7722.an estimated accuracy of +/- 6 seconds.
 AL7722
 AL7722.The orthometric height was determined by differential leveling
 AL7722.and adjusted by the National Geodetic Survey in 1992..
 AL7722.No vertical observational check was made to the station.
 AL7722.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7722.was located on a no-check spur therefore a value was not computed.
 AL7722
 AL7722.This Tidal Bench Mark is designated as VM 7741
 AL7722.by the Center for Operational Oceanographic Products and Services.
 AL7722
 AL7722.The geoid height was determined by GEOID03.
 AL7722
 AL7722.The dynamic height is computed by dividing the NAVD 88
 AL7722.geopotential number by the normal gravity value computed on the
 AL7722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7722.degrees latitude (g = 980.6199 gals.).
 AL7722
 AL7722.The modeled gravity was interpolated from observed gravity values.
 AL7722
 AL7722;                    North         East    Units  Estimated Accuracy
 AL7722;SPC FL W     -   465,880.      136,390.      MT  (+/- 180 meters Scaled)
 AL7722
 AL7722                          SUPERSEDED SURVEY CONTROL
 AL7722
 AL7722.No superseded survey control is available for this station.
 AL7722
 AL7722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM385577(NAD 83)
 AL7722_MARKER: DJ = TIDAL STATION DISK
 AL7722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7722_SP_SET: CONCRETE POST
 AL7722_STAMPING: 7151 B 1978
 AL7722_MARK LOGO: NOS   
 AL7722_PROJECTION: RECESSED 5 CENTIMETERS
 AL7722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7722+STABILITY: SURFACE MOTION
 AL7722
 AL7722  HISTORY     - Date     Condition        Report By
 AL7722  HISTORY     - 1978     MONUMENTED       NOS
 AL7722  HISTORY     - 1985     GOOD             FLDNR
 AL7722  HISTORY     - 19910114 GOOD             USPSQD
 AL7722
 AL7722                          STATION DESCRIPTION
 AL7722
 AL7722'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7722'6.25 MI WEST FROM WEEKI WACHEE.
 AL7722'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7722'6.25 MILES WEST ON STATE ROAD 50 TO ITS END AT A COUNTY PARK AND THE
 AL7722'MARK.  THE MARK BEARS 74.4 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AL7722'CORNER OF THE RESTROOM BUILDING, 16.3 FEET SOUTH OF THE CENTERLINE OF
 AL7722'THE ENTRANCE ROAD, 13.8 FEET WEST OF A 12-INCH DIAMETER PALM TREE,
 AL7722'9.8 FEET EAST OF A 24-INCH DIAMETER PINE TREE, 1.5 FEET SOUTH OF A
 AL7722'WITNESS POST, AND IS INSIDE THE PERIMETER OF A TRIANGULAR GRASS
 AL7722'MEDIAN.
 AL7722
 AL7722                          STATION RECOVERY (1991)
 AL7722
 AL7722'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7723 ***********************************************************************
 AL7723  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7723  DESIGNATION -  872 7151 C TIDAL
 AL7723  PID         -  AL7723
 AL7723  STATE/COUNTY-  FL/HERNANDO
 AL7723  USGS QUAD   -  BAYPORT (1984)
 AL7723
 AL7723                         *CURRENT SURVEY CONTROL
 AL7723  ___________________________________________________________________
 AL7723* NAD 83(1986)-  28 32 11.     (N)    082 39 02.     (W)     SCALED    
 AL7723* NAVD 88     -         1.042  (meters)       3.42   (feet)  POSTED    
 AL7723  ___________________________________________________________________
 AL7723  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AL7723  DYNAMIC HT  -           1.040 (meters)       3.41  (feet)  COMP
 AL7723  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 AL7723
 AL7723  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7723
 AL7723.The horizontal coordinates were scaled from a topographic map and have
 AL7723.an estimated accuracy of +/- 6 seconds.
 AL7723
 AL7723.The orthometric height was determined by differential leveling
 AL7723.and adjusted by the National Geodetic Survey in 1992..
 AL7723.No vertical observational check was made to the station.
 AL7723.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7723.was located on a no-check spur therefore a value was not computed.
 AL7723
 AL7723.This Tidal Bench Mark is designated as VM 7742
 AL7723.by the Center for Operational Oceanographic Products and Services.
 AL7723
 AL7723.The geoid height was determined by GEOID03.
 AL7723
 AL7723.The dynamic height is computed by dividing the NAVD 88
 AL7723.geopotential number by the normal gravity value computed on the
 AL7723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7723.degrees latitude (g = 980.6199 gals.).
 AL7723
 AL7723.The modeled gravity was interpolated from observed gravity values.
 AL7723
 AL7723;                    North         East    Units  Estimated Accuracy
 AL7723;SPC FL W     -   465,820.      136,330.      MT  (+/- 180 meters Scaled)
 AL7723
 AL7723                          SUPERSEDED SURVEY CONTROL
 AL7723
 AL7723.No superseded survey control is available for this station.
 AL7723
 AL7723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM385577(NAD 83)
 AL7723_MARKER: DJ = TIDAL STATION DISK
 AL7723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7723_SP_SET: CONCRETE POST
 AL7723_STAMPING: 7151 C 1978
 AL7723_MARK LOGO: NOS   
 AL7723_PROJECTION: RECESSED 8 CENTIMETERS
 AL7723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7723+STABILITY: SURFACE MOTION
 AL7723
 AL7723  HISTORY     - Date     Condition        Report By
 AL7723  HISTORY     - 1978     MONUMENTED       NOS
 AL7723  HISTORY     - 1985     GOOD             FLDNR
 AL7723  HISTORY     - 19910114 GOOD             USPSQD
 AL7723
 AL7723                          STATION DESCRIPTION
 AL7723
 AL7723'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7723'6.25 MI WEST FROM WEEKI WACHEE.
 AL7723'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7723'6.25 MILES WEST ON STATE ROAD 50 TO ITS END AT A COUNTY PARK AND THE
 AL7723'MARK.  THE MARK BEARS 134.6 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AL7723'WESTERNMOST BOAT RAMP, 15 FEET WEST OF THE WEST EDGE OF THE
 AL7723'EASTERNMOST BOAT RAMP, 87.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 AL7723'RESTROOM BUILDING, AND 8.8 FEET NORTH OF A CONCRETE BULKHEAD ALONG A
 AL7723'CANAL.
 AL7723
 AL7723                          STATION RECOVERY (1991)
 AL7723
 AL7723'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7725 ***********************************************************************
 AL7725  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7725  DESIGNATION -  872 7151 D TIDAL
 AL7725  PID         -  AL7725
 AL7725  STATE/COUNTY-  FL/HERNANDO
 AL7725  USGS QUAD   -  BAYPORT (1984)
 AL7725
 AL7725                         *CURRENT SURVEY CONTROL
 AL7725  ___________________________________________________________________
 AL7725* NAD 83(1999)-  28 32 04.73182(N)    082 39 00.65745(W)     ADJUSTED  
 AL7725* NAVD 88     -         1.009  (meters)       3.31   (feet)  POSTED    
 AL7725  ___________________________________________________________________
 AL7725  X           -     717,368.115 (meters)                     COMP
 AL7725  Y           -  -5,561,562.279 (meters)                     COMP
 AL7725  Z           -   3,028,678.738 (meters)                     COMP
 AL7725  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AL7725  ELLIP HEIGHT-         -25.38  (meters)          (05/31/01) GPS OBS
 AL7725  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AL7725  DYNAMIC HT  -           1.010 (meters)       3.31  (feet)  COMP
 AL7725  MODELED GRAV-     979,207.7   (mgal)                       NAVD 88
 AL7725
 AL7725  HORZ ORDER  -  B
 AL7725  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7725  ELLP ORDER  -  FIFTH     CLASS I
 AL7725
 AL7725.The horizontal coordinates were established by GPS observations
 AL7725.and adjusted by the National Geodetic Survey in May 2001..
 AL7725
 AL7725.The orthometric height was determined by differential leveling
 AL7725.and adjusted by the National Geodetic Survey in 1992..
 AL7725.No vertical observational check was made to the station.
 AL7725.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7725.was located on a no-check spur therefore a value was not computed.
 AL7725
 AL7725.This Tidal Bench Mark is designated as VM 7743
 AL7725.by the Center for Operational Oceanographic Products and Services.
 AL7725
 AL7725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7725
 AL7725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7725
 AL7725.The ellipsoidal height was determined by GPS observations
 AL7725.and is referenced to NAD 83.
 AL7725
 AL7725.The geoid height was determined by GEOID03.
 AL7725
 AL7725.The dynamic height is computed by dividing the NAVD 88
 AL7725.geopotential number by the normal gravity value computed on the
 AL7725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7725.degrees latitude (g = 980.6199 gals.).
 AL7725
 AL7725.The modeled gravity was interpolated from observed gravity values.
 AL7725
 AL7725;                    North         East     Units Scale Factor Converg.
 AL7725;SPC FL W     -   465,629.653   136,368.245   MT  0.99999113   -0 18 38.1
 AL7725;SPC FL W     - 1,527,653.29    447,401.48   sFT  0.99999113   -0 18 38.1
 AL7725;UTM  17      - 3,157,541.196   338,545.513   MT  0.99992171   -0 47 18.4
 AL7725
 AL7725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7725!SPC FL W     -   1.00000399  x   0.99999113  =   0.99999512
 AL7725!UTM  17      -   1.00000399  x   0.99992171  =   0.99992570
 AL7725
 AL7725                          SUPERSEDED SURVEY CONTROL
 AL7725
 AL7725  NAD 83(1990)-  28 32 04.73009(N)    082 39 00.65700(W) AD(       ) B
 AL7725  ELLIP H (06/02/94)  -25.48   (m)                       GP(       ) 3 1
 AL7725  NAVD 88 (06/02/94)    1.01   (m)            3.3    (f) LEVELING    3  
 AL7725
 AL7725.Superseded values are not recommended for survey control.
 AL7725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7725.See file dsdata.txt to determine how the superseded data were derived.
 AL7725
 AL7725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3854657541(NAD 83)
 AL7725_MARKER: DJ = TIDAL STATION DISK
 AL7725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7725_SP_SET: STAINLESS STEEL ROD
 AL7725_STAMPING: 7151 D 1978
 AL7725_MARK LOGO: NOS   
 AL7725_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7725+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1993
 AL7725_ROD/PIPE-DEPTH: 3.35 meters
 AL7725
 AL7725  HISTORY     - Date     Condition        Report By
 AL7725  HISTORY     - 1978     MONUMENTED       NOS
 AL7725  HISTORY     - 1985     GOOD             FLDNR
 AL7725  HISTORY     - 19910116 GOOD             USPSQD
 AL7725  HISTORY     - 19930327 GOOD             NGS
 AL7725
 AL7725                          STATION DESCRIPTION
 AL7725
 AL7725'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7725'6.25 MI WEST FROM WEEKI WACHEE.
 AL7725'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7725'6.25 MILES WEST ON STATE ROAD 50 TO ITS END AT A COUNTY PARK AND THE
 AL7725'MARK.  THE MARK BEARS 38.5 FEET WEST OF THE CENTERLINE OF THE ROAD TO
 AL7725'THE FISHING PIER, 6.5 FEET EAST OF A CONCRETE RETAINING WALL, 6.8
 AL7725'FEET SOUTH OF ANOTHER CONCRETE RETAINING WALL, AND 243 FEET NORTH OF
 AL7725'THE FISHING PIER.
 AL7725
 AL7725                          STATION RECOVERY (1991)
 AL7725
 AL7725'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7725'RECOVERED IN GOOD CONDITION.
 AL7725
 AL7725                          STATION RECOVERY (1993)
 AL7725
 AL7725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AL7725'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) WEST OF BROOKSVILLE,
 AL7725'9.7 KM (6.00 MI) WEST OF WEEKI WACHEE AND AT THE END OF COUNTY ROAD
 AL7725'550 JUST WEST OF A PARKING LOT IN A GRASS STRIP BETWEEN PARKING LOT
 AL7725'AND THE GULF OF MEXICO.  OWNERSHIP--UNKNOWN.
 AL7725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND HERNANDO
 AL7725'COUNTY ROAD 550 IN WEEKI WACHEE, GO WEST ON COUNTY ROAD 550 FOR 3.5
 AL7725'MI (5.6 KM) TO COUNTY ROAD 597.  CONTINUE AHEAD AND GO WEST ON COUNTY
 AL7725'ROAD 550 FOR 1.5 MI (2.4 KM) TO COUNTY ROAD 495.  CONTINUE AHEAD WEST
 AL7725'ON COUNTY ROAD 550 1.4 MI (2.3 KM) TO A SMALL PARK IN THE SMALL
 AL7725'COMMUNITY OF BAYPORT. CONTINUE AHEAD SOUTHWESTERLY ON THE PAVED ROAD
 AL7725'FOR 0.15 MI (0.24 KM) TO A PARKING AREA AT THE END OF THE ROAD AND
 AL7725'THE STATION ON THE RIGHT.
 AL7725'THE STATION IS A NOS TIDAL BENCH MARK CRIMPED TO THE TOP OF A
 AL7725'STAINLESS STEEL ROD AND ENCASED IN A PVC PIPE AND A CONCRETE
 AL7725'KICKBLOCK.  LOCATED 11.7 M (38.4 FT) WEST FROM THE CENTERLINE OF THE
 AL7725'ROAD, 2.0 M (6.6 FT) EAST OF A CONCRETE RETAINING WALL AND 1.0 M
 AL7725'(3.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7704 ***********************************************************************
 AL7704  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7704  DESIGNATION -  872 7246 A TIDAL
 AL7704  PID         -  AL7704
 AL7704  STATE/COUNTY-  FL/CITRUS
 AL7704  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AL7704
 AL7704                         *CURRENT SURVEY CONTROL
 AL7704  ___________________________________________________________________
 AL7704* NAD 83(1986)-  28 42 49.     (N)    082 34 28.     (W)     SCALED    
 AL7704* NAVD 88     -         2.513  (meters)       8.24   (feet)  POSTED    
 AL7704  ___________________________________________________________________
 AL7704  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AL7704  DYNAMIC HT  -           2.510 (meters)       8.23  (feet)  COMP
 AL7704  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 AL7704
 AL7704  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7704
 AL7704.The horizontal coordinates were scaled from a topographic map and have
 AL7704.an estimated accuracy of +/- 6 seconds.
 AL7704
 AL7704.The orthometric height was determined by differential leveling
 AL7704.and adjusted by the National Geodetic Survey in 1992..
 AL7704.No vertical observational check was made to the station.
 AL7704.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7704.was located on a no-check spur therefore a value was not computed.
 AL7704
 AL7704.This Tidal Bench Mark is designated as VM 7755
 AL7704.by the Center for Operational Oceanographic Products and Services.
 AL7704
 AL7704.The geoid height was determined by GEOID03.
 AL7704
 AL7704.The dynamic height is computed by dividing the NAVD 88
 AL7704.geopotential number by the normal gravity value computed on the
 AL7704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7704.degrees latitude (g = 980.6199 gals.).
 AL7704
 AL7704.The modeled gravity was interpolated from observed gravity values.
 AL7704
 AL7704;                    North         East    Units  Estimated Accuracy
 AL7704;SPC FL W     -   485,430.      143,880.      MT  (+/- 180 meters Scaled)
 AL7704
 AL7704                          SUPERSEDED SURVEY CONTROL
 AL7704
 AL7704.No superseded survey control is available for this station.
 AL7704
 AL7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM462772(NAD 83)
 AL7704_MARKER: DJ = TIDAL STATION DISK
 AL7704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7704_SP_SET: STAINLESS STEEL ROD
 AL7704_STAMPING: 7246 A 1978
 AL7704_MARK LOGO: NOS   
 AL7704_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7704_ROD/PIPE-DEPTH: 14.6 meters
 AL7704
 AL7704  HISTORY     - Date     Condition        Report By
 AL7704  HISTORY     - 1978     MONUMENTED       NOS
 AL7704  HISTORY     - 1985     GOOD             FLDNR
 AL7704  HISTORY     - 19900226 GOOD             USPSQD
 AL7704  HISTORY     - 19910118 GOOD             USPSQD
 AL7704  HISTORY     - 19940408 GOOD             USPSQD
 AL7704
 AL7704                          STATION DESCRIPTION
 AL7704
 AL7704'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7704'IN CHASSAHOWITZKA.
 AL7704'THE MARK IS 0.45 MILE WEST OF THE FIRST BAPTIST CHURCH, 61 FEET
 AL7704'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD C-480, 49.1 FEET SOUTH-
 AL7704'SOUTHWEST OF A BUFF-COLORED CINDER BLOCK HOUSE, AND 3.4 FEET EAST OF
 AL7704'A POWER POLE WITH A WITNESS SIGN ATTACHED.
 AL7704
 AL7704                          STATION RECOVERY (1990)
 AL7704
 AL7704'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7704'RECOVERED IN GOOD CONDITION.
 AL7704
 AL7704                          STATION RECOVERY (1991)
 AL7704
 AL7704'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7704'RECOVERED IN GOOD CONDITION.
 AL7704
 AL7704                          STATION RECOVERY (1994)
 AL7704
 AL7704'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7706 ***********************************************************************
 AL7706  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7706  DESIGNATION -  872 7246 B TIDAL
 AL7706  PID         -  AL7706
 AL7706  STATE/COUNTY-  FL/CITRUS
 AL7706  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AL7706
 AL7706                         *CURRENT SURVEY CONTROL
 AL7706  ___________________________________________________________________
 AL7706* NAD 83(1986)-  28 42 45.     (N)    082 34 34.     (W)     SCALED    
 AL7706* NAVD 88     -         1.694  (meters)       5.56   (feet)  POSTED    
 AL7706  ___________________________________________________________________
 AL7706  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AL7706  DYNAMIC HT  -           1.690 (meters)       5.54  (feet)  COMP
 AL7706  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 AL7706
 AL7706  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7706
 AL7706.The horizontal coordinates were scaled from a topographic map and have
 AL7706.an estimated accuracy of +/- 6 seconds.
 AL7706
 AL7706.The orthometric height was determined by differential leveling
 AL7706.and adjusted by the National Geodetic Survey in 1992..
 AL7706.No vertical observational check was made to the station.
 AL7706.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7706.was located on a no-check spur therefore a value was not computed.
 AL7706
 AL7706.This Tidal Bench Mark is designated as VM 7756
 AL7706.by the Center for Operational Oceanographic Products and Services.
 AL7706
 AL7706.The geoid height was determined by GEOID03.
 AL7706
 AL7706.The dynamic height is computed by dividing the NAVD 88
 AL7706.geopotential number by the normal gravity value computed on the
 AL7706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7706.degrees latitude (g = 980.6199 gals.).
 AL7706
 AL7706.The modeled gravity was interpolated from observed gravity values.
 AL7706
 AL7706;                    North         East    Units  Estimated Accuracy
 AL7706;SPC FL W     -   485,300.      143,710.      MT  (+/- 180 meters Scaled)
 AL7706
 AL7706                          SUPERSEDED SURVEY CONTROL
 AL7706
 AL7706.No superseded survey control is available for this station.
 AL7706
 AL7706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM460771(NAD 83)
 AL7706_MARKER: DJ = TIDAL STATION DISK
 AL7706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7706_SP_SET: CONCRETE POST
 AL7706_STAMPING: 7246 B 1978
 AL7706_MARK LOGO: NOS   
 AL7706_PROJECTION: RECESSED 8 CENTIMETERS
 AL7706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7706+STABILITY: SURFACE MOTION
 AL7706
 AL7706  HISTORY     - Date     Condition        Report By
 AL7706  HISTORY     - 1978     MONUMENTED       NOS
 AL7706  HISTORY     - 1985     GOOD             FLDNR
 AL7706  HISTORY     - 19900226 MARK NOT FOUND   USPSQD
 AL7706  HISTORY     - 19910118 MARK NOT FOUND   USPSQD
 AL7706  HISTORY     - 19940526 GOOD             USPSQD
 AL7706
 AL7706                          STATION DESCRIPTION
 AL7706
 AL7706'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7706'IN CHASSAHOWITZKA.
 AL7706'THE MARK IS AT LYKES CHASSAHOWITZKA CAMP GROUND, 87.3 FEET EAST-
 AL7706'SOUTHEAST OF THE SOUTHEAST CORNER OF A BOARD AND BATTEN HOUSE, 50
 AL7706'FEET SOUTHWEST OF THE CENTERLINE OF SOUTH MCCLUNG LOOP, 41.8 FEET
 AL7706'EAST OF THE CENTER HOLE OF A RECREATIONAL VEHICLE DUMPING STATION,
 AL7706'AND 3 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN
 AL7706'ATTACHED.
 AL7706'THE MARK IS 1 FT BELOW ROAD.
 AL7706
 AL7706                          STATION RECOVERY (1990)
 AL7706
 AL7706'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7706'MARK NOT FOUND.
 AL7706
 AL7706                          STATION RECOVERY (1991)
 AL7706
 AL7706'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7706'MARK NOT FOUND.
 AL7706
 AL7706                          STATION RECOVERY (1994)
 AL7706
 AL7706'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7705 ***********************************************************************
 AL7705  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7705  DESIGNATION -  872 7246 C TIDAL
 AL7705  PID         -  AL7705
 AL7705  STATE/COUNTY-  FL/CITRUS
 AL7705  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AL7705
 AL7705                         *CURRENT SURVEY CONTROL
 AL7705  ___________________________________________________________________
 AL7705* NAD 83(1986)-  28 42 45.     (N)    082 34 29.     (W)     SCALED    
 AL7705* NAVD 88     -         2.304  (meters)       7.56   (feet)  POSTED    
 AL7705  ___________________________________________________________________
 AL7705  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AL7705  DYNAMIC HT  -           2.300 (meters)       7.55  (feet)  COMP
 AL7705  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 AL7705
 AL7705  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7705
 AL7705.The horizontal coordinates were scaled from a topographic map and have
 AL7705.an estimated accuracy of +/- 6 seconds.
 AL7705
 AL7705.The orthometric height was determined by differential leveling
 AL7705.and adjusted by the National Geodetic Survey in 1992..
 AL7705.No vertical observational check was made to the station.
 AL7705.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7705.was located on a no-check spur therefore a value was not computed.
 AL7705
 AL7705.This Tidal Bench Mark is designated as VM 7757
 AL7705.by the Center for Operational Oceanographic Products and Services.
 AL7705
 AL7705.The geoid height was determined by GEOID03.
 AL7705
 AL7705.The dynamic height is computed by dividing the NAVD 88
 AL7705.geopotential number by the normal gravity value computed on the
 AL7705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7705.degrees latitude (g = 980.6199 gals.).
 AL7705
 AL7705.The modeled gravity was interpolated from observed gravity values.
 AL7705
 AL7705;                    North         East    Units  Estimated Accuracy
 AL7705;SPC FL W     -   485,300.      143,850.      MT  (+/- 180 meters Scaled)
 AL7705
 AL7705                          SUPERSEDED SURVEY CONTROL
 AL7705
 AL7705.No superseded survey control is available for this station.
 AL7705
 AL7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM461771(NAD 83)
 AL7705_MARKER: DJ = TIDAL STATION DISK
 AL7705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AL7705_SP_SET: STAINLESS STEEL ROD
 AL7705_STAMPING: 7246 C 1978
 AL7705_MARK LOGO: NOS   
 AL7705_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7705_ROD/PIPE-DEPTH: 9.75 meters
 AL7705
 AL7705  HISTORY     - Date     Condition        Report By
 AL7705  HISTORY     - 1978     MONUMENTED       NOS
 AL7705  HISTORY     - 1985     GOOD             FLDNR
 AL7705  HISTORY     - 19910118 GOOD             USPSQD
 AL7705  HISTORY     - 19940408 GOOD             USPSQD
 AL7705
 AL7705                          STATION DESCRIPTION
 AL7705
 AL7705'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7705'IN CHASSAHOWITZKA.
 AL7705'THE MARK IS ABOUT 0.5 MILE WEST OF THE FIRST BAPTIST CHURCH, AT A
 AL7705'ROAD JUNCTION WHERE COUNTY ROAD C-480 BECOMES A CITY STREET.  THE
 AL7705'MARK BEARS 16.7 FEET SOUTH OF THE CENTERLINE OF SOUTH MCCLUNG LOOP,
 AL7705'24.1 FEET WEST OF THE CENTERLINE OF A PAVED ROAD TO CHASSAHOWITZKA
 AL7705'VILLAGE, 63.1 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A GREEN
 AL7705'STUCCO HOUSE, 1.9 FEET SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN
 AL7705'ATTACHED AND 2.7 FEET WEST-NORTHWEST OF A WITNESS POST.
 AL7705
 AL7705                          STATION RECOVERY (1991)
 AL7705
 AL7705'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7705'RECOVERED IN GOOD CONDITION.
 AL7705
 AL7705                          STATION RECOVERY (1994)
 AL7705
 AL7705'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7703 ***********************************************************************
 AL7703  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7703  DESIGNATION -  872 7246 D TIDAL
 AL7703  PID         -  AL7703
 AL7703  STATE/COUNTY-  FL/CITRUS
 AL7703  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AL7703
 AL7703                         *CURRENT SURVEY CONTROL
 AL7703  ___________________________________________________________________
 AL7703* NAD 83(1986)-  28 42 51.     (N)    082 34 22.     (W)     SCALED    
 AL7703* NAVD 88     -         2.946  (meters)       9.67   (feet)  POSTED    
 AL7703  ___________________________________________________________________
 AL7703  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AL7703  DYNAMIC HT  -           2.940 (meters)       9.65  (feet)  COMP
 AL7703  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 AL7703
 AL7703  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7703
 AL7703.The horizontal coordinates were scaled from a topographic map and have
 AL7703.an estimated accuracy of +/- 6 seconds.
 AL7703
 AL7703.The orthometric height was determined by differential leveling
 AL7703.and adjusted by the National Geodetic Survey in 1992..
 AL7703.No vertical observational check was made to the station.
 AL7703.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7703.was located on a no-check spur therefore a value was not computed.
 AL7703
 AL7703.This Tidal Bench Mark is designated as VM 7758
 AL7703.by the Center for Operational Oceanographic Products and Services.
 AL7703
 AL7703.The geoid height was determined by GEOID03.
 AL7703
 AL7703.The dynamic height is computed by dividing the NAVD 88
 AL7703.geopotential number by the normal gravity value computed on the
 AL7703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7703.degrees latitude (g = 980.6199 gals.).
 AL7703
 AL7703.The modeled gravity was interpolated from observed gravity values.
 AL7703
 AL7703;                    North         East    Units  Estimated Accuracy
 AL7703;SPC FL W     -   485,490.      144,040.      MT  (+/- 180 meters Scaled)
 AL7703
 AL7703                          SUPERSEDED SURVEY CONTROL
 AL7703
 AL7703.No superseded survey control is available for this station.
 AL7703
 AL7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM463773(NAD 83)
 AL7703_MARKER: DJ = TIDAL STATION DISK
 AL7703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7703_SP_SET: CONCRETE POST
 AL7703_STAMPING: 7246 D 1978
 AL7703_MARK LOGO: NOS   
 AL7703_PROJECTION: RECESSED 8 CENTIMETERS
 AL7703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7703+STABILITY: SURFACE MOTION
 AL7703
 AL7703  HISTORY     - Date     Condition        Report By
 AL7703  HISTORY     - 1978     MONUMENTED       NOS
 AL7703  HISTORY     - 1985     GOOD             FLDNR
 AL7703  HISTORY     - 19900226 GOOD             USPSQD
 AL7703  HISTORY     - 19910118 GOOD             USPSQD
 AL7703  HISTORY     - 19940526 MARK NOT FOUND   USPSQD
 AL7703
 AL7703                          STATION DESCRIPTION
 AL7703
 AL7703'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7703'IN CHASSAHOWITZKA.
 AL7703'THE MARK IS ON THE PROPERTY OF THE CHASSAHOWITZKA LODGE, 0.4 MILE
 AL7703'WEST ON COUNTY ROAD C-480 FROM THE FIRST BAPTIST CHURCH, 44.2 FEET
 AL7703'NORTH OF THE CENTERLINE OF C-480, 37.6 FEET EAST OF THE SOUTHEAST
 AL7703'CORNER OF THE LODGE, AND 2.8 FEET WEST OF A TELEPHONE BOOTH.
 AL7703'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AL7703
 AL7703                          STATION RECOVERY (1990)
 AL7703
 AL7703'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7703'RECOVERED IN GOOD CONDITION.
 AL7703
 AL7703                          STATION RECOVERY (1991)
 AL7703
 AL7703'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7703'RECOVERED IN GOOD CONDITION.
 AL7703
 AL7703                          STATION RECOVERY (1994)
 AL7703
 AL7703'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7702 ***********************************************************************
 AL7702  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7702  DESIGNATION -  872 7246 E TIDAL
 AL7702  PID         -  AL7702
 AL7702  STATE/COUNTY-  FL/CITRUS
 AL7702  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AL7702
 AL7702                         *CURRENT SURVEY CONTROL
 AL7702  ___________________________________________________________________
 AL7702* NAD 83(1986)-  28 42 54.     (N)    082 34 04.     (W)     SCALED    
 AL7702* NAVD 88     -         2.248  (meters)       7.38   (feet)  POSTED    
 AL7702  ___________________________________________________________________
 AL7702  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AL7702  DYNAMIC HT  -           2.250 (meters)       7.38  (feet)  COMP
 AL7702  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 AL7702
 AL7702  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7702
 AL7702.The horizontal coordinates were scaled from a topographic map and have
 AL7702.an estimated accuracy of +/- 6 seconds.
 AL7702
 AL7702.The orthometric height was determined by differential leveling
 AL7702.and adjusted by the National Geodetic Survey in 1992..
 AL7702.No vertical observational check was made to the station.
 AL7702.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7702.was located on a no-check spur therefore a value was not computed.
 AL7702
 AL7702.This Tidal Bench Mark is designated as VM 7759
 AL7702.by the Center for Operational Oceanographic Products and Services.
 AL7702
 AL7702.The geoid height was determined by GEOID03.
 AL7702
 AL7702.The dynamic height is computed by dividing the NAVD 88
 AL7702.geopotential number by the normal gravity value computed on the
 AL7702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7702.degrees latitude (g = 980.6199 gals.).
 AL7702
 AL7702.The modeled gravity was interpolated from observed gravity values.
 AL7702
 AL7702;                    North         East    Units  Estimated Accuracy
 AL7702;SPC FL W     -   485,580.      144,530.      MT  (+/- 180 meters Scaled)
 AL7702
 AL7702                          SUPERSEDED SURVEY CONTROL
 AL7702
 AL7702.No superseded survey control is available for this station.
 AL7702
 AL7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM468774(NAD 83)
 AL7702_MARKER: DJ = TIDAL STATION DISK
 AL7702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7702_SP_SET: CONCRETE POST
 AL7702_STAMPING: 7246 E 1978
 AL7702_MARK LOGO: NOS   
 AL7702_PROJECTION: FLUSH
 AL7702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7702+STABILITY: SURFACE MOTION
 AL7702
 AL7702  HISTORY     - Date     Condition        Report By
 AL7702  HISTORY     - 1978     MONUMENTED       NOS
 AL7702  HISTORY     - 1985     GOOD             FLDNR
 AL7702  HISTORY     - 19900226 GOOD             USPSQD
 AL7702  HISTORY     - 19910118 GOOD             USPSQD
 AL7702  HISTORY     - 19940408 GOOD             USPSQD
 AL7702
 AL7702                          STATION DESCRIPTION
 AL7702
 AL7702'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7702'IN CHASSAHOWITZKA.
 AL7702'THE MARK IS ON THE GROUNDS OF THE FIRST BAPTIST CHURCH OF
 AL7702'CHASSAHOWITZKA, 28.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AL7702'CHURCH, 35.5 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD C-480, 32
 AL7702'FEET WEST OF THE CENTERLINE OF SOUTH RIVER POINT ROAD, AND 2.8 FEET
 AL7702'NORTH OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 AL7702
 AL7702                          STATION RECOVERY (1990)
 AL7702
 AL7702'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7702'RECOVERED IN GOOD CONDITION.
 AL7702
 AL7702                          STATION RECOVERY (1991)
 AL7702
 AL7702'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7702'RECOVERED IN GOOD CONDITION.
 AL7702
 AL7702                          STATION RECOVERY (1994)
 AL7702
 AL7702'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7298 ***********************************************************************
 AL7298  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7298  DESIGNATION -  872 7274 A TIDAL
 AL7298  PID         -  AL7298
 AL7298  STATE/COUNTY-  FL/CITRUS
 AL7298  USGS QUAD   -  OZELLO (1994)
 AL7298
 AL7298                         *CURRENT SURVEY CONTROL
 AL7298  ___________________________________________________________________
 AL7298* NAD 83(1986)-  28 45 44.     (N)    082 38 17.     (W)     SCALED    
 AL7298* NAVD 88     -         0.900  (meters)       2.95   (feet)  POSTED    
 AL7298  ___________________________________________________________________
 AL7298  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL7298  DYNAMIC HT  -           0.900 (meters)       2.95  (feet)  COMP
 AL7298  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AL7298
 AL7298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7298
 AL7298.The horizontal coordinates were scaled from a topographic map and have
 AL7298.an estimated accuracy of +/- 6 seconds.
 AL7298
 AL7298.The orthometric height was determined by differential leveling
 AL7298.and adjusted by the National Geodetic Survey in 1992..
 AL7298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7298.rate of 0.0 thru 1.0 mm/km.
 AL7298
 AL7298.This Tidal Bench Mark is designated as VM 11261
 AL7298.by the Center for Operational Oceanographic Products and Services.
 AL7298
 AL7298.The geoid height was determined by GEOID03.
 AL7298
 AL7298.The dynamic height is computed by dividing the NAVD 88
 AL7298.geopotential number by the normal gravity value computed on the
 AL7298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7298.degrees latitude (g = 980.6199 gals.).
 AL7298
 AL7298.The modeled gravity was interpolated from observed gravity values.
 AL7298
 AL7298;                    North         East    Units  Estimated Accuracy
 AL7298;SPC FL W     -   490,850.      137,690.      MT  (+/- 180 meters Scaled)
 AL7298
 AL7298                          SUPERSEDED SURVEY CONTROL
 AL7298
 AL7298.No superseded survey control is available for this station.
 AL7298
 AL7298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM400827(NAD 83)
 AL7298_MARKER: DJ = TIDAL STATION DISK
 AL7298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7298_SP_SET: COPPER-CLAD STEEL ROD
 AL7298_STAMPING: 7274 A 1976
 AL7298_MARK LOGO: NOS   
 AL7298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7298
 AL7298  HISTORY     - Date     Condition        Report By
 AL7298  HISTORY     - UNK      MONUMENTED       NOS
 AL7298  HISTORY     - 1977     GOOD             FLDNR
 AL7298  HISTORY     - 1985     GOOD             FLDNR
 AL7298  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL7298  HISTORY     - 19900226 MARK NOT FOUND   USPSQD
 AL7298  HISTORY     - 19910214 MARK NOT FOUND   NOS
 AL7298  HISTORY     - 19910214 MARK NOT FOUND   USPSQD
 AL7298
 AL7298                          STATION DESCRIPTION
 AL7298
 AL7298'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7298'2.2 MILES SW FROM HOMOSASSA.
 AL7298'BEGINNING AT THE SCHOOL HOUSE AT HOMOSASSA PROCEED SOUTHWEST ALONG
 AL7298'STATE ROAD 490 1.85 MILES TO CEDAR GATE ROAD. CONTINUE SOUTHWEST ON
 AL7298'STATE ROAD 490 0.05 MILE TO A DIRT DRIVE, THENCE SOUTHWEST ALONG THE
 AL7298'DIRT DRIVE 0.25 MILES. THE MARK BEARS 18 FEET WEST OF THE CENTERLINE
 AL7298'OF STANDISH DRIVE, 14.2 FEET EAST NORTHEAST OF THE CORNER OF A GREEN
 AL7298'HOUSE (RT 1 BOX 20), 1.5 FEET NORTH OF UTILITY POLE CR-171-RR-1-28,
 AL7298'AND 129 FEET SOUTH OF THE CENTERLINE OF THE INTERSECTION OF
 AL7298'BATTLECREEK ROAD AND STANDISH DRIVE.
 AL7298
 AL7298                          STATION RECOVERY (1985)
 AL7298
 AL7298'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7298'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AL7298'JUNCTION OF MASON CREEK ROAD WITH STATE ROAD 490 (CENTRAL AVENUE),
 AL7298'ACROSS FROM THE SCHOOL, GO 1.8 MILES SOUTHWEST ON MASON CREEK ROAD TO
 AL7298'STANDISH DRIVE, GO 0.4 MILE WEST AND SOUTH ON STANDISH DRIVE TO THE
 AL7298'MARK.  THE MARK BEARS 16.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 AL7298'1.7 FEET WEST OF POWER POLE CR-171-RR-1-28 WITH A WITNESS SIGN
 AL7298'ATTACHED, AND 15.2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 AL7298'CINDER BLOCK HOUSE AT ROUTE 5 BOX 52F.
 AL7298
 AL7298                          STATION RECOVERY (1990)
 AL7298
 AL7298'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL)
 AL7298'MARK NOT FOUND.
 AL7298
 AL7298                          STATION RECOVERY (1990)
 AL7298
 AL7298'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7298'MARK NOT FOUND.
 AL7298
 AL7298                          STATION RECOVERY (1991)
 AL7298
 AL7298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (RMS)
 AL7298'MARK NOT FOUND.
 AL7298
 AL7298                          STATION RECOVERY (1991)
 AL7298
 AL7298'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7297 ***********************************************************************
 AL7297  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7297  DESIGNATION -  872 7274 TIDAL 1
 AL7297  PID         -  AL7297
 AL7297  STATE/COUNTY-  FL/CITRUS
 AL7297  USGS QUAD   -  OZELLO (1994)
 AL7297
 AL7297                         *CURRENT SURVEY CONTROL
 AL7297  ___________________________________________________________________
 AL7297* NAD 83(1986)-  28 45 39.     (N)    082 38 11.     (W)     SCALED    
 AL7297* NAVD 88     -         1.148  (meters)       3.77   (feet)  POSTED    
 AL7297  ___________________________________________________________________
 AL7297  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL7297  DYNAMIC HT  -           1.150 (meters)       3.77  (feet)  COMP
 AL7297  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AL7297
 AL7297  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AL7297
 AL7297.The horizontal coordinates were scaled from a topographic map and have
 AL7297.an estimated accuracy of +/- 6 seconds.
 AL7297
 AL7297.The orthometric height was determined by differential leveling
 AL7297.and adjusted by the National Geodetic Survey in 1992..
 AL7297.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AL7297.rate greater than 8.0 mm/km.
 AL7297
 AL7297.This Tidal Bench Mark is designated as VM 7760
 AL7297.by the Center for Operational Oceanographic Products and Services.
 AL7297
 AL7297.The geoid height was determined by GEOID03.
 AL7297
 AL7297.The dynamic height is computed by dividing the NAVD 88
 AL7297.geopotential number by the normal gravity value computed on the
 AL7297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7297.degrees latitude (g = 980.6199 gals.).
 AL7297
 AL7297.The modeled gravity was interpolated from observed gravity values.
 AL7297
 AL7297;                    North         East    Units  Estimated Accuracy
 AL7297;SPC FL W     -   490,690.      137,850.      MT  (+/- 180 meters Scaled)
 AL7297
 AL7297                          SUPERSEDED SURVEY CONTROL
 AL7297
 AL7297.No superseded survey control is available for this station.
 AL7297
 AL7297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM402825(NAD 83)
 AL7297_MARKER: DJ = TIDAL STATION DISK
 AL7297_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7297+WITH SETTING: PAVEMENT
 AL7297_SP_SET: CONCRETE PATIO
 AL7297_STAMPING: NO 1 1973
 AL7297_MARK LOGO: NOS   
 AL7297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7297+STABILITY: SURFACE MOTION
 AL7297
 AL7297  HISTORY     - Date     Condition        Report By
 AL7297  HISTORY     - 1973     MONUMENTED       NOS
 AL7297  HISTORY     - 1977     GOOD             FLDNR
 AL7297  HISTORY     - 1985     GOOD             FLDNR
 AL7297  HISTORY     - 1990     GOOD             USPSQD
 AL7297  HISTORY     - 19900226 GOOD             USPSQD
 AL7297  HISTORY     - 19910214 GOOD             NOS
 AL7297  HISTORY     - 19910214 GOOD             USPSQD
 AL7297  HISTORY     - 19940518 GOOD             USPSQD
 AL7297
 AL7297                          STATION DESCRIPTION
 AL7297
 AL7297'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7297'2.15 MI SW FROM HOMOSASSA.
 AL7297'BEGIN AT THE SCHOOL HOUSE AT HOMOSASSA. PROCEED SOUTHWEST ALONG STATE
 AL7297'ROAD 490 FOR 1.85 MILES TO CEDAR GATE ROAD. CONTINUE SOUTHWEST
 AL7297'ON STATE ROAD 490 FOR 0.05 MILES TO A DIRT DRIVE, THENCE SOUTHWEST
 AL7297'ALONG THE DIRT DRIVE 0.25 MILES TO THE MARK, WHICH BEARS 18 FEET
 AL7297'NORTHWEST OF THE PIER WALK, 15 FEET WEST OF THE WEST CORNER OF A
 AL7297'HOUSE, SET FLUSH IN THE TOP OF THE CONCRETE PATIO AND SEAWALL.
 AL7297
 AL7297                          STATION RECOVERY (1985)
 AL7297
 AL7297'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7297'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK, BEGIN AT THE
 AL7297'JUNCTION OF MASON CREEK ROAD WITH STATE ROAD 490 (CENTRAL AVENUE),
 AL7297'ACROSS FROM THE SCHOOL, GO 1.9 MILES SOUTHWEST ON MASON CREEK ROAD TO
 AL7297'THE LAST DRIVEWAY LEADING WEST, GO 0.25 MILE WEST ON THE DRIVE TO ITS
 AL7297'END AND THE MARK.
 AL7297
 AL7297                          STATION RECOVERY (1990)
 AL7297
 AL7297'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL)
 AL7297'RECOVERED IN GOOD CONDITION.
 AL7297
 AL7297                          STATION RECOVERY (1990)
 AL7297
 AL7297'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7297'RECOVERED IN GOOD CONDITION.
 AL7297
 AL7297                          STATION RECOVERY (1991)
 AL7297
 AL7297'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (RMS)
 AL7297'RECOVERED IN GOOD CONDITION.
 AL7297
 AL7297                          STATION RECOVERY (1991)
 AL7297
 AL7297'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7297'RECOVERED IN GOOD CONDITION.
 AL7297
 AL7297                          STATION RECOVERY (1994)
 AL7297
 AL7297'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7296 ***********************************************************************
 AL7296  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7296  DESIGNATION -  872 7274 TIDAL 2
 AL7296  PID         -  AL7296
 AL7296  STATE/COUNTY-  FL/CITRUS
 AL7296  USGS QUAD   -  OZELLO (1994)
 AL7296
 AL7296                         *CURRENT SURVEY CONTROL
 AL7296  ___________________________________________________________________
 AL7296* NAD 83(1986)-  28 45 39.     (N)    082 38 10.     (W)     SCALED    
 AL7296* NAVD 88     -         1.097  (meters)       3.60   (feet)  POSTED    
 AL7296  ___________________________________________________________________
 AL7296  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL7296  DYNAMIC HT  -           1.100 (meters)       3.61  (feet)  COMP
 AL7296  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AL7296
 AL7296  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AL7296
 AL7296.The horizontal coordinates were scaled from a topographic map and have
 AL7296.an estimated accuracy of +/- 6 seconds.
 AL7296
 AL7296.The orthometric height was determined by differential leveling
 AL7296.and adjusted by the National Geodetic Survey in 1992..
 AL7296.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AL7296.rate of 4.1 thru 8.0 mm/km.
 AL7296
 AL7296.This Tidal Bench Mark is designated as VM 7761
 AL7296.by the Center for Operational Oceanographic Products and Services.
 AL7296
 AL7296.The geoid height was determined by GEOID03.
 AL7296
 AL7296.The dynamic height is computed by dividing the NAVD 88
 AL7296.geopotential number by the normal gravity value computed on the
 AL7296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7296.degrees latitude (g = 980.6199 gals.).
 AL7296
 AL7296.The modeled gravity was interpolated from observed gravity values.
 AL7296
 AL7296;                    North         East    Units  Estimated Accuracy
 AL7296;SPC FL W     -   490,690.      137,880.      MT  (+/- 180 meters Scaled)
 AL7296
 AL7296                          SUPERSEDED SURVEY CONTROL
 AL7296
 AL7296.No superseded survey control is available for this station.
 AL7296
 AL7296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM402825(NAD 83)
 AL7296_MARKER: DJ = TIDAL STATION DISK
 AL7296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7296_SP_SET: CONCRETE SEAWALL
 AL7296_STAMPING: NO 2 1973
 AL7296_MARK LOGO: NOS   
 AL7296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7296+STABILITY: SURFACE MOTION
 AL7296
 AL7296  HISTORY     - Date     Condition        Report By
 AL7296  HISTORY     - 1973     MONUMENTED       NOS
 AL7296  HISTORY     - 1977     GOOD             FLDNR
 AL7296  HISTORY     - 1985     GOOD             FLDNR
 AL7296  HISTORY     - 1990     GOOD             USPSQD
 AL7296  HISTORY     - 19900226 GOOD             USPSQD
 AL7296  HISTORY     - 19910214 GOOD             USPSQD
 AL7296  HISTORY     - 19940518 GOOD             USPSQD
 AL7296  HISTORY     - 20031102 GOOD             USPSQD
 AL7296
 AL7296                          STATION DESCRIPTION
 AL7296
 AL7296'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7296'2.15 MI SW FROM HOMOSASSA.
 AL7296'BEGIN AT THE SCHOOL HOUSE AT HOMOSASSA. PROCEED SOUTHWEST ALONG STATE
 AL7296'ROAD 490 FOR 1.85 MILES TO CEDAR GATE ROAD. CONTINUE SOUTHWEST
 AL7296'ON STATE ROAD 490 FOR 0.05 MILES TO A DIRT DRIVE, THENCE SOUTHWEST
 AL7296'ALONG THE DIRT DRIVE 0.25 MILES TO THE MARK, WHICH BEARS 50 FEET
 AL7296'SOUTHWEST OF THE PIER WALK, 33 FEET SOUTHWEST OF THE EAST CORNER
 AL7296'OF A HOUSE, 12 FEET FROM THE SOUTH CORNER OF THE HOUSE, SET FLUSH
 AL7296'IN THE TOP CENTER OF A CONCRETE SEAWALL AT THE CORNER OF THE CURVED
 AL7296'SECTION ON THE SOUTHEAST SIDE OF A HOUSE.
 AL7296
 AL7296                          STATION RECOVERY (1985)
 AL7296
 AL7296'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7296'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK, BEGIN AT THE
 AL7296'JUNCTION OF MASON CREEK ROAD WITH STATE ROAD 490 (CENTRAL AVENUE),
 AL7296'ACROSS FROM THE SCHOOL, GO 1.9 MILES SOUTHWEST ON MASON CREEK ROAD TO
 AL7296'THE LAST DRIVEWAY LEADING WEST, GO 0.25 MILE WEST ON THE DRIVE TO ITS
 AL7296'END AND THE MARK.
 AL7296
 AL7296                          STATION RECOVERY (1990)
 AL7296
 AL7296'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL)
 AL7296'RECOVERED IN GOOD CONDITION.
 AL7296
 AL7296                          STATION RECOVERY (1990)
 AL7296
 AL7296'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7296'RECOVERED IN GOOD CONDITION.
 AL7296
 AL7296                          STATION RECOVERY (1991)
 AL7296
 AL7296'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7296'RECOVERED IN GOOD CONDITION.
 AL7296
 AL7296                          STATION RECOVERY (1994)
 AL7296
 AL7296'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7296'RECOVERED IN GOOD CONDITION.
 AL7296
 AL7296                          STATION RECOVERY (2003)
 AL7296
 AL7296'RECOVERY NOTE BY US POWER SQUADRON 2003 (BEH)
 AL7296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7293 ***********************************************************************
 AL7293  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7293  DESIGNATION -  872 7274 TIDAL 3
 AL7293  PID         -  AL7293
 AL7293  STATE/COUNTY-  FL/CITRUS
 AL7293  USGS QUAD   -  OZELLO (1994)
 AL7293
 AL7293                         *CURRENT SURVEY CONTROL
 AL7293  ___________________________________________________________________
 AL7293* NAD 83(1986)-  28 45 42.     (N)    082 38 01.     (W)     SCALED    
 AL7293* NAVD 88     -         2.031  (meters)       6.66   (feet)  POSTED    
 AL7293  ___________________________________________________________________
 AL7293  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL7293  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 AL7293  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AL7293
 AL7293  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AL7293
 AL7293.The horizontal coordinates were scaled from a topographic map and have
 AL7293.an estimated accuracy of +/- 6 seconds.
 AL7293
 AL7293.The orthometric height was determined by differential leveling
 AL7293.and adjusted by the National Geodetic Survey in 1992..
 AL7293.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AL7293.rate greater than 8.0 mm/km.
 AL7293
 AL7293.This Tidal Bench Mark is designated as VM 7762
 AL7293.by the Center for Operational Oceanographic Products and Services.
 AL7293
 AL7293.The geoid height was determined by GEOID03.
 AL7293
 AL7293.The dynamic height is computed by dividing the NAVD 88
 AL7293.geopotential number by the normal gravity value computed on the
 AL7293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7293.degrees latitude (g = 980.6199 gals.).
 AL7293
 AL7293.The modeled gravity was interpolated from observed gravity values.
 AL7293
 AL7293;                    North         East    Units  Estimated Accuracy
 AL7293;SPC FL W     -   490,780.      138,120.      MT  (+/- 180 meters Scaled)
 AL7293
 AL7293                          SUPERSEDED SURVEY CONTROL
 AL7293
 AL7293.No superseded survey control is available for this station.
 AL7293
 AL7293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM405826(NAD 83)
 AL7293_MARKER: DJ = TIDAL STATION DISK
 AL7293_SETTING: 80 = SET IN A BOULDER
 AL7293_SP_SET: BOULDER
 AL7293_STAMPING: NO 3 1973
 AL7293_MARK LOGO: NOS   
 AL7293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7293+STABILITY: SURFACE MOTION
 AL7293
 AL7293  HISTORY     - Date     Condition        Report By
 AL7293  HISTORY     - 1973     MONUMENTED       NOS
 AL7293  HISTORY     - 1977     GOOD             FLDNR
 AL7293  HISTORY     - 1985     GOOD             FLDNR
 AL7293  HISTORY     - 1990     GOOD             USPSQD
 AL7293  HISTORY     - 19900221 GOOD             USPSQD
 AL7293  HISTORY     - 19910214 GOOD             NOS
 AL7293  HISTORY     - 19910214 GOOD             USPSQD
 AL7293  HISTORY     - 19940518 GOOD             USPSQD
 AL7293
 AL7293                          STATION DESCRIPTION
 AL7293
 AL7293'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7293'1.9 MI SW FROM HOMOSASSA.
 AL7293'BEGIN AT THE SCHOOL HOUSE AT HOMOSASSA. PROCEED SOUTHWEST ALONG STATE
 AL7293'ROAD 490 FOR 1.9 MILES TO THE END OF THE PAVEMENT AND THE MARK. THE
 AL7293'MARK BEARS 3.5 FEET NORTH OF A HOUSE, 1 FOOT BELOW THE DRIVE, 1 FOOT
 AL7293'BELOW THE WALK, SET FLUSH IN THE TOP CENTER OF A CONCRETE FOOTING
 AL7293'AT THE EAST CORNER OF A CONCRETE DRIVE TO A GARAGE AND CONCRETE
 AL7293'WALKWAY AROUND THE HOUSE.
 AL7293
 AL7293                          STATION RECOVERY (1985)
 AL7293
 AL7293'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7293'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK, BEGIN AT THE
 AL7293'JUNCTION OF MASON CREEK ROAD WITH STATE ROAD 490 (CENTRAL AVENUE),
 AL7293'ACROSS FROM THE SCHOOL, GO 1.95 MILES SOUTHWEST ON MASON CREEK ROAD
 AL7293'TO ITS END AND THE MARK.  THE MARK IS SET IN THE TOP OF THE LARGEST
 AL7293'BOULDER ON THE EAST SIDE OF THE ROAD, 55 FEET EAST OF THE CENTERLINE
 AL7293'OF THE BOAT RAMP AT THE END OF THE ROAD, AND 30 FEET NORTH OF MASON
 AL7293'CREEK.
 AL7293'THE MARK IS 3 FT ABOVE ROAD.
 AL7293
 AL7293                          STATION RECOVERY (1990)
 AL7293
 AL7293'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL)
 AL7293'RECOVERED IN GOOD CONDITION.
 AL7293
 AL7293                          STATION RECOVERY (1990)
 AL7293
 AL7293'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7293'RECOVERED IN GOOD CONDITION.
 AL7293
 AL7293                          STATION RECOVERY (1991)
 AL7293
 AL7293'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (RMS)
 AL7293'RECOVERED IN GOOD CONDITION.
 AL7293
 AL7293                          STATION RECOVERY (1991)
 AL7293
 AL7293'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7293'RECOVERED IN GOOD CONDITION.
 AL7293
 AL7293                          STATION RECOVERY (1994)
 AL7293
 AL7293'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7292 ***********************************************************************
 AL7292  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7292  DESIGNATION -  872 7274 TIDAL 4
 AL7292  PID         -  AL7292
 AL7292  STATE/COUNTY-  FL/CITRUS
 AL7292  USGS QUAD   -  OZELLO (1994)
 AL7292
 AL7292                         *CURRENT SURVEY CONTROL
 AL7292  ___________________________________________________________________
 AL7292* NAD 83(1986)-  28 45 50.     (N)    082 38 01.     (W)     SCALED    
 AL7292* NAVD 88     -         1.881  (meters)       6.17   (feet)  POSTED    
 AL7292  ___________________________________________________________________
 AL7292  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AL7292  DYNAMIC HT  -           1.880 (meters)       6.17  (feet)  COMP
 AL7292  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 AL7292
 AL7292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7292
 AL7292.The horizontal coordinates were scaled from a topographic map and have
 AL7292.an estimated accuracy of +/- 6 seconds.
 AL7292
 AL7292.The orthometric height was determined by differential leveling
 AL7292.and adjusted by the National Geodetic Survey in 1992..
 AL7292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7292.rate of 0.0 thru 1.0 mm/km.
 AL7292
 AL7292.This Tidal Bench Mark is designated as VM 7763
 AL7292.by the Center for Operational Oceanographic Products and Services.
 AL7292
 AL7292.The geoid height was determined by GEOID03.
 AL7292
 AL7292.The dynamic height is computed by dividing the NAVD 88
 AL7292.geopotential number by the normal gravity value computed on the
 AL7292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7292.degrees latitude (g = 980.6199 gals.).
 AL7292
 AL7292.The modeled gravity was interpolated from observed gravity values.
 AL7292
 AL7292;                    North         East    Units  Estimated Accuracy
 AL7292;SPC FL W     -   491,030.      138,130.      MT  (+/- 180 meters Scaled)
 AL7292
 AL7292                          SUPERSEDED SURVEY CONTROL
 AL7292
 AL7292.No superseded survey control is available for this station.
 AL7292
 AL7292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM405829(NAD 83)
 AL7292_MARKER: DJ = TIDAL STATION DISK
 AL7292_SETTING: 80 = SET IN A BOULDER
 AL7292_SP_SET: BOULDER
 AL7292_STAMPING: NO 4 1973
 AL7292_MARK LOGO: NOS   
 AL7292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7292+STABILITY: SURFACE MOTION
 AL7292
 AL7292  HISTORY     - Date     Condition        Report By
 AL7292  HISTORY     - 1973     MONUMENTED       NOS
 AL7292  HISTORY     - 1977     GOOD             FLDNR
 AL7292  HISTORY     - 1985     GOOD             FLDNR
 AL7292  HISTORY     - 1990     GOOD             USPSQD
 AL7292  HISTORY     - 19900221 GOOD             USPSQD
 AL7292  HISTORY     - 19910214 GOOD             USPSQD
 AL7292  HISTORY     - 19940518 GOOD             USPSQD
 AL7292
 AL7292                          STATION DESCRIPTION
 AL7292
 AL7292'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7292'1.85 MI SW FROM HOMOSASSA.
 AL7292'BEGIN AT THE SCHOOL HOUSE AT HOMOSASSA. PROCEED SOUTHWEST ALONG STATE
 AL7292'ROAD 490 FOR 1.85 MILES TO CEDAR GATE ROAD AND THE MARK, WHICH
 AL7292'BEARS 55 FEET SOUTHEAST OF POWER POLE NUMBER 74, 25 FEET EAST OF
 AL7292'THE CENTER LINE OF STATE ROAD 490, 20 FEET SOUTH OF THE CENTER LINE
 AL7292'OF CEDAR GATE ROAD, 13 FEET WEST OF A SQUARE CONCRETE CORNER POST,
 AL7292'SET FLUSH IN THE TOP OF A BOULDER.
 AL7292
 AL7292                          STATION RECOVERY (1985)
 AL7292
 AL7292'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7292'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK, BEGIN AT THE
 AL7292'JUNCTION OF MASON CREEK ROAD WITH STATE ROAD 490 (CENTRAL AVENUE),
 AL7292'ACROSS FROM THE SCHOOL, GO 1.85 MILES SOUTHWEST ON MASON CREEK ROAD
 AL7292'TO THE MARK.
 AL7292
 AL7292                          STATION RECOVERY (1990)
 AL7292
 AL7292'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLV)
 AL7292'RECOVERED IN GOOD CONDITION.
 AL7292
 AL7292                          STATION RECOVERY (1990)
 AL7292
 AL7292'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7292'RECOVERED IN GOOD CONDITION.
 AL7292
 AL7292                          STATION RECOVERY (1991)
 AL7292
 AL7292'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7292'RECOVERED IN GOOD CONDITION.
 AL7292
 AL7292                          STATION RECOVERY (1994)
 AL7292
 AL7292'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7295 ***********************************************************************
 AL7295  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7295  DESIGNATION -  872 7274 TIDAL 5
 AL7295  PID         -  AL7295
 AL7295  STATE/COUNTY-  FL/CITRUS
 AL7295  USGS QUAD   -  OZELLO (1994)
 AL7295
 AL7295                         *CURRENT SURVEY CONTROL
 AL7295  ___________________________________________________________________
 AL7295* NAD 83(1986)-  28 45 41.     (N)    082 38 11.     (W)     SCALED    
 AL7295* NAVD 88     -         1.127  (meters)       3.70   (feet)  POSTED    
 AL7295  ___________________________________________________________________
 AL7295  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL7295  DYNAMIC HT  -           1.130 (meters)       3.71  (feet)  COMP
 AL7295  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AL7295
 AL7295  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AL7295
 AL7295.The horizontal coordinates were scaled from a topographic map and have
 AL7295.an estimated accuracy of +/- 6 seconds.
 AL7295
 AL7295.The orthometric height was determined by differential leveling
 AL7295.and adjusted by the National Geodetic Survey in 1992..
 AL7295.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AL7295.rate of 4.1 thru 8.0 mm/km.
 AL7295
 AL7295.This Tidal Bench Mark is designated as VM 7764
 AL7295.by the Center for Operational Oceanographic Products and Services.
 AL7295
 AL7295.The geoid height was determined by GEOID03.
 AL7295
 AL7295.The dynamic height is computed by dividing the NAVD 88
 AL7295.geopotential number by the normal gravity value computed on the
 AL7295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7295.degrees latitude (g = 980.6199 gals.).
 AL7295
 AL7295.The modeled gravity was interpolated from observed gravity values.
 AL7295
 AL7295;                    North         East    Units  Estimated Accuracy
 AL7295;SPC FL W     -   490,750.      137,850.      MT  (+/- 180 meters Scaled)
 AL7295
 AL7295                          SUPERSEDED SURVEY CONTROL
 AL7295
 AL7295.No superseded survey control is available for this station.
 AL7295
 AL7295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM402826(NAD 83)
 AL7295_MARKER: DJ = TIDAL STATION DISK
 AL7295_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AL7295_SP_SET: CONCRETE FOOTING
 AL7295_STAMPING: NO 5 1973
 AL7295_MARK LOGO: NOS   
 AL7295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7295+STABILITY: SURFACE MOTION
 AL7295
 AL7295  HISTORY     - Date     Condition        Report By
 AL7295  HISTORY     - 1973     MONUMENTED       NOS
 AL7295  HISTORY     - 1977     GOOD             FLDNR
 AL7295  HISTORY     - 1985     GOOD             FLDNR
 AL7295  HISTORY     - 1990     GOOD             USPSQD
 AL7295  HISTORY     - 19900226 GOOD             USPSQD
 AL7295  HISTORY     - 19910214 GOOD             NOS
 AL7295  HISTORY     - 19910214 GOOD             USPSQD
 AL7295  HISTORY     - 19940518 GOOD             USPSQD
 AL7295
 AL7295                          STATION DESCRIPTION
 AL7295
 AL7295'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7295'2.15 MI SW FROM HOMOSASSA.
 AL7295'BEGIN AT THE SCHOOL HOUSE AT HOMOSASSA. PROCEED SOUTHWEST ALONG STATE
 AL7295'ROAD 490, 1.85 MILES TO CEDAR GATE ROAD. CONTINUE SOUTHWEST ALONG
 AL7295'STATE ROAD 490, 0.05 MILES TO A DIRT DRIVE, THENCE SOUTHWEST ALONG
 AL7295'THE DIRT DRIVE 0.25 MILES TO THE MARK, WHICH BEARS 3.5 FEET NORTH
 AL7295'OF A HOUSE, SET FLUSH IN THE TOP CENTER OF A CONCRETE FOOTING AT THE
 AL7295'EAST CORNER OF A CONCRETE DRIVE TO THE GARAGE AND CONCRETE WALKWAY
 AL7295'AROUND THE HOUSE.
 AL7295
 AL7295                          STATION RECOVERY (1985)
 AL7295
 AL7295'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7295'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK, BEGIN AT THE
 AL7295'JUNCTION OF MASON CREEK ROAD WITH STATE ROAD 490 (CENTRAL AVENUE),
 AL7295'ACROSS FROM THE SCHOOL, GO 1.9 MILES SOUTHWEST ON MASON CREEK ROAD TO
 AL7295'THE LAST DRIVEWAY LEADING WEST, GO 0.25 MILE WEST ON THE DRIVE TO ITS
 AL7295'END AND THE MARK.
 AL7295
 AL7295                          STATION RECOVERY (1990)
 AL7295
 AL7295'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL)
 AL7295'RECOVERED IN GOOD CONDITION.
 AL7295
 AL7295                          STATION RECOVERY (1990)
 AL7295
 AL7295'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7295'RECOVERED IN GOOD CONDITION.
 AL7295
 AL7295                          STATION RECOVERY (1991)
 AL7295
 AL7295'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (RMS)
 AL7295'RECOVERED IN GOOD CONDITION.
 AL7295
 AL7295                          STATION RECOVERY (1991)
 AL7295
 AL7295'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7295'RECOVERED IN GOOD CONDITION.
 AL7295
 AL7295                          STATION RECOVERY (1994)
 AL7295
 AL7295'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7294 ***********************************************************************
 AL7294  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7294  DESIGNATION -  872 7274 TIDAL 6
 AL7294  PID         -  AL7294
 AL7294  STATE/COUNTY-  FL/CITRUS
 AL7294  USGS QUAD   -  OZELLO (1994)
 AL7294
 AL7294                         *CURRENT SURVEY CONTROL
 AL7294  ___________________________________________________________________
 AL7294* NAD 83(1986)-  28 45 40.     (N)    082 38 07.     (W)     SCALED    
 AL7294* NAVD 88     -         1.308  (meters)       4.29   (feet)  POSTED    
 AL7294  ___________________________________________________________________
 AL7294  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL7294  DYNAMIC HT  -           1.310 (meters)       4.30  (feet)  COMP
 AL7294  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AL7294
 AL7294  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AL7294
 AL7294.The horizontal coordinates were scaled from a topographic map and have
 AL7294.an estimated accuracy of +/- 6 seconds.
 AL7294
 AL7294.The orthometric height was determined by differential leveling
 AL7294.and adjusted by the National Geodetic Survey in 1992..
 AL7294.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AL7294.rate greater than 8.0 mm/km.
 AL7294
 AL7294.This Tidal Bench Mark is designated as VM 11260
 AL7294.by the Center for Operational Oceanographic Products and Services.
 AL7294
 AL7294.The geoid height was determined by GEOID03.
 AL7294
 AL7294.The dynamic height is computed by dividing the NAVD 88
 AL7294.geopotential number by the normal gravity value computed on the
 AL7294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7294.degrees latitude (g = 980.6199 gals.).
 AL7294
 AL7294.The modeled gravity was interpolated from observed gravity values.
 AL7294
 AL7294;                    North         East    Units  Estimated Accuracy
 AL7294;SPC FL W     -   490,720.      137,960.      MT  (+/- 180 meters Scaled)
 AL7294
 AL7294                          SUPERSEDED SURVEY CONTROL
 AL7294
 AL7294.No superseded survey control is available for this station.
 AL7294
 AL7294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM403826(NAD 83)
 AL7294_MARKER: DJ = TIDAL STATION DISK
 AL7294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL7294_SP_SET: COPPER-CLAD STEEL ROD
 AL7294_STAMPING: NO 6 1975
 AL7294_MARK LOGO: NOS   
 AL7294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7294
 AL7294  HISTORY     - Date     Condition        Report By
 AL7294  HISTORY     - 1975     MONUMENTED       NOS
 AL7294  HISTORY     - 1977     GOOD             FLDNR
 AL7294  HISTORY     - 1985     GOOD             FLDNR
 AL7294  HISTORY     - 1990     GOOD             USPSQD
 AL7294  HISTORY     - 19900221 GOOD             USPSQD
 AL7294  HISTORY     - 19910214 GOOD             NOS
 AL7294  HISTORY     - 19910214 GOOD             USPSQD
 AL7294  HISTORY     - 19940518 GOOD             USPSQD
 AL7294
 AL7294                          STATION DESCRIPTION
 AL7294
 AL7294'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7294'2.05 MI SW FROM HOMOSASSA.
 AL7294'BEGIN AT THE SCHOOL HOUSE AT HOMOSASSA. PROCEED SOUTHWEST ALONG STATE
 AL7294'ROAD 490 FOR 1.85 MILES TO CEDAR GATE ROAD. CONTINUE SOUTHWEST ON
 AL7294'STATE ROAD 490, 0.05 MILES TO A DIRT DRIVE, THENCE SOUTHWEST ALONG
 AL7294'THE DIRT DRIVE 0.15 MILES TO THE MARK, WHICH BEARS 6 FEET NORTHWEST
 AL7294'OF A POWER POLE, 41 FEET EAST OF AN 18 INCH PALM, 31 FEET NORTHEAST
 AL7294'OF THE CENTER OF A CONCRETE WELL, 28 FEET SOUTH OF A DIRT DRIVEWAY.
 AL7294
 AL7294                          STATION RECOVERY (1985)
 AL7294
 AL7294'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7294'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK, BEGIN AT THE
 AL7294'JUNCTION OF MASON CREEK ROAD WITH STATE ROAD 490 (CENTRAL AVENUE),
 AL7294'ACROSS FROM THE SCHOOL, GO 1.9 MILES SOUTHWEST ON MASON CREEK ROAD TO
 AL7294'THE LAST DRIVEWAY LEADING WEST, GO 0.15 MILE WEST ON THE DRIVE TO THE
 AL7294'MARK.
 AL7294
 AL7294                          STATION RECOVERY (1990)
 AL7294
 AL7294'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL)
 AL7294'RECOVERED IN GOOD CONDITION.
 AL7294
 AL7294                          STATION RECOVERY (1990)
 AL7294
 AL7294'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7294'RECOVERED IN GOOD CONDITION.
 AL7294
 AL7294                          STATION RECOVERY (1991)
 AL7294
 AL7294'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (RMS)
 AL7294'RECOVERED IN GOOD CONDITION.
 AL7294
 AL7294                          STATION RECOVERY (1991)
 AL7294
 AL7294'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7294'RECOVERED IN GOOD CONDITION.
 AL7294
 AL7294                          STATION RECOVERY (1994)
 AL7294
 AL7294'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7710 ***********************************************************************
 AL7710  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7710  DESIGNATION -  872 7293 A TIDAL
 AL7710  PID         -  AL7710
 AL7710  STATE/COUNTY-  FL/CITRUS
 AL7710  USGS QUAD   -  HOMOSASSA (1988)
 AL7710
 AL7710                         *CURRENT SURVEY CONTROL
 AL7710  ___________________________________________________________________
 AL7710* NAD 83(1986)-  28 47 59.     (N)    082 36 15.     (W)     SCALED    
 AL7710* NAVD 88     -         0.765  (meters)       2.51   (feet)  POSTED    
 AL7710  ___________________________________________________________________
 AL7710  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AL7710  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 AL7710  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 AL7710
 AL7710  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7710
 AL7710.The horizontal coordinates were scaled from a topographic map and have
 AL7710.an estimated accuracy of +/- 6 seconds.
 AL7710
 AL7710.The orthometric height was determined by differential leveling
 AL7710.and adjusted by the National Geodetic Survey in 1992..
 AL7710.No vertical observational check was made to the station.
 AL7710.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7710.was located on a no-check spur therefore a value was not computed.
 AL7710
 AL7710.This Tidal Bench Mark is designated as VM 7770
 AL7710.by the Center for Operational Oceanographic Products and Services.
 AL7710
 AL7710.The geoid height was determined by GEOID03.
 AL7710
 AL7710.The dynamic height is computed by dividing the NAVD 88
 AL7710.geopotential number by the normal gravity value computed on the
 AL7710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7710.degrees latitude (g = 980.6199 gals.).
 AL7710
 AL7710.The modeled gravity was interpolated from observed gravity values.
 AL7710
 AL7710;                    North         East    Units  Estimated Accuracy
 AL7710;SPC FL W     -   494,980.      141,020.      MT  (+/- 180 meters Scaled)
 AL7710
 AL7710                          SUPERSEDED SURVEY CONTROL
 AL7710
 AL7710.No superseded survey control is available for this station.
 AL7710
 AL7710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM434868(NAD 83)
 AL7710_MARKER: DJ = TIDAL STATION DISK
 AL7710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7710_SP_SET: CONCRETE POST
 AL7710_STAMPING: 7293 A 1978
 AL7710_MARK LOGO: NOS   
 AL7710_PROJECTION: RECESSED 3 CENTIMETERS
 AL7710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7710+STABILITY: SURFACE MOTION
 AL7710
 AL7710  HISTORY     - Date     Condition        Report By
 AL7710  HISTORY     - 1978     MONUMENTED       NOS
 AL7710  HISTORY     - 1985     GOOD             FLDNR
 AL7710  HISTORY     - 19931210 GOOD             USPSQD
 AL7710
 AL7710                          STATION DESCRIPTION
 AL7710
 AL7710'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7710'1.8 MI WEST FROM HOMOSASSA SPRINGS.
 AL7710'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND COUNTY ROAD C-490A,
 AL7710'GO 1.8 MILES WEST ON C-490A TO THE MARK.  THE MARK BEARS 44 FEET
 AL7710'SOUTHEAST OF THE CENTERLINE OF C-490A, 10 FEET SOUTH OF THE
 AL7710'CENTERLINE OF W. HADLEY COURT, AND 1.7 FEET NORTHEAST OF POWER POLE
 AL7710'421325 WITH A WITNESS SIGN ATTACHED.
 AL7710
 AL7710                          STATION RECOVERY (1993)
 AL7710
 AL7710'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7709 ***********************************************************************
 AL7709  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7709  DESIGNATION -  872 7293 B TIDAL
 AL7709  PID         -  AL7709
 AL7709  STATE/COUNTY-  FL/CITRUS
 AL7709  USGS QUAD   -  HOMOSASSA (1988)
 AL7709
 AL7709                         *CURRENT SURVEY CONTROL
 AL7709  ___________________________________________________________________
 AL7709* NAD 83(1986)-  28 48 03.     (N)    082 36 13.     (W)     SCALED    
 AL7709* NAVD 88     -         0.852  (meters)       2.80   (feet)  POSTED    
 AL7709  ___________________________________________________________________
 AL7709  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AL7709  DYNAMIC HT  -           0.850 (meters)       2.79  (feet)  COMP
 AL7709  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 AL7709
 AL7709  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7709
 AL7709.The horizontal coordinates were scaled from a topographic map and have
 AL7709.an estimated accuracy of +/- 6 seconds.
 AL7709
 AL7709.The orthometric height was determined by differential leveling
 AL7709.and adjusted by the National Geodetic Survey in 1992..
 AL7709.No vertical observational check was made to the station.
 AL7709.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7709.was located on a no-check spur therefore a value was not computed.
 AL7709
 AL7709.This Tidal Bench Mark is designated as VM 7771
 AL7709.by the Center for Operational Oceanographic Products and Services.
 AL7709
 AL7709.The geoid height was determined by GEOID03.
 AL7709
 AL7709.The dynamic height is computed by dividing the NAVD 88
 AL7709.geopotential number by the normal gravity value computed on the
 AL7709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7709.degrees latitude (g = 980.6199 gals.).
 AL7709
 AL7709.The modeled gravity was interpolated from observed gravity values.
 AL7709
 AL7709;                    North         East    Units  Estimated Accuracy
 AL7709;SPC FL W     -   495,110.      141,080.      MT  (+/- 180 meters Scaled)
 AL7709
 AL7709                          SUPERSEDED SURVEY CONTROL
 AL7709
 AL7709.No superseded survey control is available for this station.
 AL7709
 AL7709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM434869(NAD 83)
 AL7709_MARKER: DJ = TIDAL STATION DISK
 AL7709_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7709_SP_SET: GALVANIZED STEEL ROD
 AL7709_STAMPING: 7293 B 1978
 AL7709_MARK LOGO: NOS   
 AL7709_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7709_ROD/PIPE-DEPTH: 3.05 meters
 AL7709
 AL7709  HISTORY     - Date     Condition        Report By
 AL7709  HISTORY     - 1978     MONUMENTED       NOS
 AL7709  HISTORY     - 1985     GOOD             FLDNR
 AL7709  HISTORY     - 19900226 GOOD             USPSQD
 AL7709  HISTORY     - 19910118 GOOD             USPSQD
 AL7709  HISTORY     - 19931210 POOR             USPSQD
 AL7709
 AL7709                          STATION DESCRIPTION
 AL7709
 AL7709'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7709'1.75 MI WEST FROM HOMOSASSA SPRINGS.
 AL7709'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND COUNTY ROAD C-490A,
 AL7709'GO 1.75 MILES WEST ON C-490A TO THE MARK.  THE MARK BEARS 41 FEET
 AL7709'SOUTHEAST OF THE CENTERLINE OF C-490A, 21.4 FEET NORTHEAST OF THE
 AL7709'CENTERLINE OF THE DRIVE TO AQUA MARINE SERVICES, 339 FEET SOUTHWEST
 AL7709'OF THE BRIDGE OVER HALL CREEK, AND 6 FEET SOUTHWEST OF POWER POLE
 AL7709'421323 WITH A WITNESS SIGN ATTACHED.
 AL7709
 AL7709                          STATION RECOVERY (1990)
 AL7709
 AL7709'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7709'RECOVERED IN GOOD CONDITION.
 AL7709
 AL7709                          STATION RECOVERY (1991)
 AL7709
 AL7709'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7709'RECOVERED IN GOOD CONDITION.
 AL7709
 AL7709                          STATION RECOVERY (1993)
 AL7709
 AL7709'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7709'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7711 ***********************************************************************
 AL7711  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7711  DESIGNATION -  872 7293 C TIDAL
 AL7711  PID         -  AL7711
 AL7711  STATE/COUNTY-  FL/CITRUS
 AL7711  USGS QUAD   -  HOMOSASSA (1988)
 AL7711
 AL7711                         *CURRENT SURVEY CONTROL
 AL7711  ___________________________________________________________________
 AL7711* NAD 83(1986)-  28 47 57.     (N)    082 36 17.     (W)     SCALED    
 AL7711* NAVD 88     -         0.959  (meters)       3.15   (feet)  POSTED    
 AL7711  ___________________________________________________________________
 AL7711  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AL7711  DYNAMIC HT  -           0.960 (meters)       3.15  (feet)  COMP
 AL7711  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 AL7711
 AL7711  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7711
 AL7711.The horizontal coordinates were scaled from a topographic map and have
 AL7711.an estimated accuracy of +/- 6 seconds.
 AL7711
 AL7711.The orthometric height was determined by differential leveling
 AL7711.and adjusted by the National Geodetic Survey in 1992..
 AL7711.No vertical observational check was made to the station.
 AL7711.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7711.was located on a no-check spur therefore a value was not computed.
 AL7711
 AL7711.This Tidal Bench Mark is designated as VM 7772
 AL7711.by the Center for Operational Oceanographic Products and Services.
 AL7711
 AL7711.The geoid height was determined by GEOID03.
 AL7711
 AL7711.The dynamic height is computed by dividing the NAVD 88
 AL7711.geopotential number by the normal gravity value computed on the
 AL7711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7711.degrees latitude (g = 980.6199 gals.).
 AL7711
 AL7711.The modeled gravity was interpolated from observed gravity values.
 AL7711
 AL7711;                    North         East    Units  Estimated Accuracy
 AL7711;SPC FL W     -   494,920.      140,970.      MT  (+/- 180 meters Scaled)
 AL7711
 AL7711                          SUPERSEDED SURVEY CONTROL
 AL7711
 AL7711.No superseded survey control is available for this station.
 AL7711
 AL7711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM433867(NAD 83)
 AL7711_MARKER: DJ = TIDAL STATION DISK
 AL7711_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7711_SP_SET: GALVANIZED STEEL ROD
 AL7711_STAMPING: 7293 C 1978
 AL7711_MARK LOGO: NOS   
 AL7711_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7711_ROD/PIPE-DEPTH: 2.74 meters
 AL7711
 AL7711  HISTORY     - Date     Condition        Report By
 AL7711  HISTORY     - 1978     MONUMENTED       NOS
 AL7711  HISTORY     - 1985     GOOD             FLDNR
 AL7711  HISTORY     - 19910118 GOOD             USPSQD
 AL7711  HISTORY     - 19931210 GOOD             USPSQD
 AL7711
 AL7711                          STATION DESCRIPTION
 AL7711
 AL7711'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7711'1.85 MI WEST FROM HOMOSASSA SPRINGS.
 AL7711'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND COUNTY ROAD C-490A,
 AL7711'GO 1.85 MILES WEST ON C-490A TO THE MARK.  THE MARK BEARS 43.7 FEET
 AL7711'SOUTHEAST OF THE CENTERLINE OF C-490A, 21 FEET SOUTH OF THE
 AL7711'CENTERLINE OF W. GROTTO COURT, AND 2.4 FEET SOUTHWEST OF POWER POLE
 AL7711'117 WITH A WITNESS SIGN ATTACHED.
 AL7711
 AL7711                          STATION RECOVERY (1991)
 AL7711
 AL7711'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7711'RECOVERED IN GOOD CONDITION.
 AL7711
 AL7711                          STATION RECOVERY (1993)
 AL7711
 AL7711'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7707 ***********************************************************************
 AL7707  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7707  DESIGNATION -  872 7293 D TIDAL
 AL7707  PID         -  AL7707
 AL7707  STATE/COUNTY-  FL/CITRUS
 AL7707  USGS QUAD   -  HOMOSASSA (1988)
 AL7707
 AL7707                         *CURRENT SURVEY CONTROL
 AL7707  ___________________________________________________________________
 AL7707* NAD 83(1986)-  28 48 06.     (N)    082 36 07.     (W)     SCALED    
 AL7707* NAVD 88     -         2.718  (meters)       8.92   (feet)  POSTED    
 AL7707  ___________________________________________________________________
 AL7707  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AL7707  DYNAMIC HT  -           2.710 (meters)       8.89  (feet)  COMP
 AL7707  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 AL7707
 AL7707  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7707
 AL7707.The horizontal coordinates were scaled from a topographic map and have
 AL7707.an estimated accuracy of +/- 6 seconds.
 AL7707
 AL7707.The orthometric height was determined by differential leveling
 AL7707.and adjusted by the National Geodetic Survey in 1992..
 AL7707.No vertical observational check was made to the station.
 AL7707.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7707.was located on a no-check spur therefore a value was not computed.
 AL7707
 AL7707.This Tidal Bench Mark is designated as VM 7773
 AL7707.by the Center for Operational Oceanographic Products and Services.
 AL7707
 AL7707.The geoid height was determined by GEOID03.
 AL7707
 AL7707.The dynamic height is computed by dividing the NAVD 88
 AL7707.geopotential number by the normal gravity value computed on the
 AL7707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7707.degrees latitude (g = 980.6199 gals.).
 AL7707
 AL7707.The modeled gravity was interpolated from observed gravity values.
 AL7707
 AL7707;                    North         East    Units  Estimated Accuracy
 AL7707;SPC FL W     -   495,200.      141,240.      MT  (+/- 180 meters Scaled)
 AL7707
 AL7707                          SUPERSEDED SURVEY CONTROL
 AL7707
 AL7707.No superseded survey control is available for this station.
 AL7707
 AL7707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM436870(NAD 83)
 AL7707_MARKER: DD = SURVEY DISK
 AL7707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7707_SP_SET: BRIDGE ABUTMENT
 AL7707_STAMPING: 7293 D 1978
 AL7707_MARK LOGO: FLDT  
 AL7707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7707
 AL7707  HISTORY     - Date     Condition        Report By
 AL7707  HISTORY     - 1978     MONUMENTED       FLDT
 AL7707  HISTORY     - 1985     GOOD             FLDNR
 AL7707  HISTORY     - 19900226 GOOD             USPSQD
 AL7707  HISTORY     - 19910118 GOOD             USPSQD
 AL7707  HISTORY     - 19931210 GOOD             USPSQD
 AL7707  HISTORY     - 20031102 GOOD             USPSQD
 AL7707
 AL7707                          STATION DESCRIPTION
 AL7707
 AL7707'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7707'1.65 MI WEST FROM HOMOSASSA SPRINGS.
 AL7707'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND COUNTY ROAD C-490A,
 AL7707'GO 1.65 MILES WEST ON C-490A TO THE BRIDGE OVER HALL CREEK AND THE
 AL7707'MARK.  THE MARK IS SET IN THE NORTHWEST END OF THE NORTHEAST BRIDGE
 AL7707'ABUTMENT, 15.7 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 12.2
 AL7707'FEET NORTHEAST OF THE BULKHEAD.
 AL7707
 AL7707                          STATION RECOVERY (1990)
 AL7707
 AL7707'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7707'RECOVERED IN GOOD CONDITION.
 AL7707
 AL7707                          STATION RECOVERY (1991)
 AL7707
 AL7707'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7707'RECOVERED IN GOOD CONDITION.
 AL7707
 AL7707                          STATION RECOVERY (1993)
 AL7707
 AL7707'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7707'RECOVERED IN GOOD CONDITION.
 AL7707
 AL7707                          STATION RECOVERY (2003)
 AL7707
 AL7707'RECOVERY NOTE BY US POWER SQUADRON 2003 (BEH)
 AL7707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7708 ***********************************************************************
 AL7708  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7708  DESIGNATION -  872 7293 E TIDAL
 AL7708  PID         -  AL7708
 AL7708  STATE/COUNTY-  FL/CITRUS
 AL7708  USGS QUAD   -  HOMOSASSA (1988)
 AL7708
 AL7708                         *CURRENT SURVEY CONTROL
 AL7708  ___________________________________________________________________
 AL7708* NAD 83(1986)-  28 48 04.     (N)    082 36 09.     (W)     SCALED    
 AL7708* NAVD 88     -         2.726  (meters)       8.94   (feet)  POSTED    
 AL7708  ___________________________________________________________________
 AL7708  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AL7708  DYNAMIC HT  -           2.720 (meters)       8.92  (feet)  COMP
 AL7708  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 AL7708
 AL7708  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7708
 AL7708.The horizontal coordinates were scaled from a topographic map and have
 AL7708.an estimated accuracy of +/- 6 seconds.
 AL7708
 AL7708.The orthometric height was determined by differential leveling
 AL7708.and adjusted by the National Geodetic Survey in 1992..
 AL7708.No vertical observational check was made to the station.
 AL7708.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7708.was located on a no-check spur therefore a value was not computed.
 AL7708
 AL7708.This Tidal Bench Mark is designated as VM 7774
 AL7708.by the Center for Operational Oceanographic Products and Services.
 AL7708
 AL7708.The geoid height was determined by GEOID03.
 AL7708
 AL7708.The dynamic height is computed by dividing the NAVD 88
 AL7708.geopotential number by the normal gravity value computed on the
 AL7708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7708.degrees latitude (g = 980.6199 gals.).
 AL7708
 AL7708.The modeled gravity was interpolated from observed gravity values.
 AL7708
 AL7708;                    North         East    Units  Estimated Accuracy
 AL7708;SPC FL W     -   495,140.      141,180.      MT  (+/- 180 meters Scaled)
 AL7708
 AL7708                          SUPERSEDED SURVEY CONTROL
 AL7708
 AL7708.No superseded survey control is available for this station.
 AL7708
 AL7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM436870(NAD 83)
 AL7708_MARKER: DD = SURVEY DISK
 AL7708_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7708_SP_SET: BRIDGE ABUTMENT
 AL7708_STAMPING: 7293 E 1978
 AL7708_MARK LOGO: FLDT  
 AL7708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7708
 AL7708  HISTORY     - Date     Condition        Report By
 AL7708  HISTORY     - 1978     MONUMENTED       FLDT
 AL7708  HISTORY     - 1985     GOOD             FLDNR
 AL7708  HISTORY     - 19900226 GOOD             USPSQD
 AL7708  HISTORY     - 19910118 GOOD             USPSQD
 AL7708  HISTORY     - 19931210 GOOD             USPSQD
 AL7708  HISTORY     - 20031102 GOOD             USPSQD
 AL7708
 AL7708                          STATION DESCRIPTION
 AL7708
 AL7708'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7708'1.65 MI WEST FROM HOMOSASSA SPRINGS.
 AL7708'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND COUNTY ROAD C-490A,
 AL7708'GO 1.65 MILES WEST ON C-490A TO THE BRIDGE OVER HALL CREEK AND THE
 AL7708'MARK.  THE MARK IS SET IN THE TOP OF THE SOUTHEAST END OF THE
 AL7708'SOUTHWEST BRIDGE ABUTMENT, 15.9 FEET SOUTHEAST OF THE CENTERLINE OF
 AL7708'C-490A.
 AL7708
 AL7708                          STATION RECOVERY (1990)
 AL7708
 AL7708'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7708'RECOVERED IN GOOD CONDITION.
 AL7708
 AL7708                          STATION RECOVERY (1991)
 AL7708
 AL7708'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7708'RECOVERED IN GOOD CONDITION.
 AL7708
 AL7708                          STATION RECOVERY (1993)
 AL7708
 AL7708'RECOVERY NOTE BY US POWER SQUADRON 1993
 AL7708'RECOVERED IN GOOD CONDITION.
 AL7708
 AL7708                          STATION RECOVERY (2003)
 AL7708
 AL7708'RECOVERY NOTE BY US POWER SQUADRON 2003 (BEH)
 AL7708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7750 ***********************************************************************
 AL7750  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7750  DESIGNATION -  872 7306 A TIDAL
 AL7750  PID         -  AL7750
 AL7750  STATE/COUNTY-  FL/CITRUS
 AL7750  USGS QUAD   -  OZELLO (1994)
 AL7750
 AL7750                         *CURRENT SURVEY CONTROL
 AL7750  ___________________________________________________________________
 AL7750* NAD 83(1986)-  28 49 28.     (N)    082 39 26.     (W)     SCALED    
 AL7750* NAVD 88     -         0.713  (meters)       2.34   (feet)  POSTED    
 AL7750  ___________________________________________________________________
 AL7750  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AL7750  DYNAMIC HT  -           0.710 (meters)       2.33  (feet)  COMP
 AL7750  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 AL7750
 AL7750  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7750
 AL7750.The horizontal coordinates were scaled from a topographic map and have
 AL7750.an estimated accuracy of +/- 6 seconds.
 AL7750
 AL7750.The orthometric height was determined by differential leveling
 AL7750.and adjusted by the National Geodetic Survey in 1992..
 AL7750.No vertical observational check was made to the station.
 AL7750.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7750.was located on a no-check spur therefore a value was not computed.
 AL7750
 AL7750.This Tidal Bench Mark is designated as VM 7775
 AL7750.by the Center for Operational Oceanographic Products and Services.
 AL7750
 AL7750.The geoid height was determined by GEOID03.
 AL7750
 AL7750.The dynamic height is computed by dividing the NAVD 88
 AL7750.geopotential number by the normal gravity value computed on the
 AL7750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7750.degrees latitude (g = 980.6199 gals.).
 AL7750
 AL7750.The modeled gravity was interpolated from observed gravity values.
 AL7750
 AL7750;                    North         East    Units  Estimated Accuracy
 AL7750;SPC FL W     -   497,750.      135,860.      MT  (+/- 180 meters Scaled)
 AL7750
 AL7750                          SUPERSEDED SURVEY CONTROL
 AL7750
 AL7750.No superseded survey control is available for this station.
 AL7750
 AL7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM383896(NAD 83)
 AL7750_MARKER: DJ = TIDAL STATION DISK
 AL7750_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7750_SP_SET: GALVANIZED STEEL ROD
 AL7750_STAMPING: 7306 A 1978
 AL7750_MARK LOGO: NOS   
 AL7750_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7750_ROD/PIPE-DEPTH: 2.44 meters
 AL7750
 AL7750  HISTORY     - Date     Condition        Report By
 AL7750  HISTORY     - 1978     MONUMENTED       NOS
 AL7750  HISTORY     - 1985     GOOD             FLDNR
 AL7750  HISTORY     - 19900221 MARK NOT FOUND   USPSQD
 AL7750  HISTORY     - 19910118 MARK NOT FOUND   USPSQD
 AL7750
 AL7750                          STATION DESCRIPTION
 AL7750
 AL7750'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7750'9.45 MI NW FROM HOMOSASSA SPRINGS.
 AL7750'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7750'U.S. HIGHWAY 19/98 TO THE JUNCTION OF COUNTY ROAD C-494, GO 5.4
 AL7750'MILES WEST ON C-494 TO THE JUNCTION OF A PAVED ROAD LEADING SOUTH, GO
 AL7750'0.65 MILE SOUTH ON THE PAVED ROAD TO ITS END AND THE MARK.  THE MARK
 AL7750'BEARS 17.8 FEET EAST OF THE CENTERLINE OF THE ROAD, 11 FEET WEST OF A
 AL7750'CHAIN LINK FENCE, AND 2.6 FEET NORTHEAST OF A POWER POLE WITH A
 AL7750'WITNESS SIGN ATTACHED.
 AL7750
 AL7750                          STATION RECOVERY (1990)
 AL7750
 AL7750'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7750'MARK NOT FOUND.
 AL7750
 AL7750                          STATION RECOVERY (1991)
 AL7750
 AL7750'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7749 ***********************************************************************
 AL7749  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7749  DESIGNATION -  872 7306 B TIDAL
 AL7749  PID         -  AL7749
 AL7749  STATE/COUNTY-  FL/CITRUS
 AL7749  USGS QUAD   -  OZELLO (1994)
 AL7749
 AL7749                         *CURRENT SURVEY CONTROL
 AL7749  ___________________________________________________________________
 AL7749* NAD 83(1986)-  28 49 37.     (N)    082 39 24.     (W)     SCALED    
 AL7749* NAVD 88     -         1.025  (meters)       3.36   (feet)  POSTED    
 AL7749  ___________________________________________________________________
 AL7749  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AL7749  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 AL7749  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 AL7749
 AL7749  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7749
 AL7749.The horizontal coordinates were scaled from a topographic map and have
 AL7749.an estimated accuracy of +/- 6 seconds.
 AL7749
 AL7749.The orthometric height was determined by differential leveling
 AL7749.and adjusted by the National Geodetic Survey in 1992..
 AL7749.No vertical observational check was made to the station.
 AL7749.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7749.was located on a no-check spur therefore a value was not computed.
 AL7749
 AL7749.This Tidal Bench Mark is designated as VM 7776
 AL7749.by the Center for Operational Oceanographic Products and Services.
 AL7749
 AL7749.The geoid height was determined by GEOID03.
 AL7749
 AL7749.The dynamic height is computed by dividing the NAVD 88
 AL7749.geopotential number by the normal gravity value computed on the
 AL7749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7749.degrees latitude (g = 980.6199 gals.).
 AL7749
 AL7749.The modeled gravity was interpolated from observed gravity values.
 AL7749
 AL7749;                    North         East    Units  Estimated Accuracy
 AL7749;SPC FL W     -   498,030.      135,910.      MT  (+/- 180 meters Scaled)
 AL7749
 AL7749                          SUPERSEDED SURVEY CONTROL
 AL7749
 AL7749.No superseded survey control is available for this station.
 AL7749
 AL7749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM383899(NAD 83)
 AL7749_MARKER: DJ = TIDAL STATION DISK
 AL7749_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7749_SP_SET: GALVANIZED STEEL ROD
 AL7749_STAMPING: 7306 B 1978
 AL7749_MARK LOGO: NOS   
 AL7749_PROJECTION: FLUSH
 AL7749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7749_ROD/PIPE-DEPTH: 3.66 meters
 AL7749
 AL7749  HISTORY     - Date     Condition        Report By
 AL7749  HISTORY     - 1978     MONUMENTED       NOS
 AL7749  HISTORY     - 1985     GOOD             FLDNR
 AL7749  HISTORY     - 19900221 POOR             USPSQD
 AL7749  HISTORY     - 19910118 POOR             USPSQD
 AL7749  HISTORY     - 19940524 MARK NOT FOUND   USPSQD
 AL7749
 AL7749                          STATION DESCRIPTION
 AL7749
 AL7749'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7749'9.2 MI NW FROM HOMOSASSA SPRINGS.
 AL7749'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7749'U.S. HIGHWAY 19/98 TO THE JUNCTION OF COUNTY ROAD C-494, GO 5.4
 AL7749'MILES WEST ON C-494 TO THE JUNCTION OF A PAVED ROAD LEADING SOUTH, GO
 AL7749'0.4 MILE SOUTH ON THE PAVED ROAD TO THE MARK.  THE MARK BEARS 14.8
 AL7749'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 16 FEET NORTH OF A
 AL7749'12-INCH DIAMETER CEDAR TREE, AND 2.9 FEET WEST OF A POWER POLE WITH A
 AL7749'WITNESS SIGN ATTACHED.
 AL7749
 AL7749                          STATION RECOVERY (1990)
 AL7749
 AL7749'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7749'MARK RECOVERED IN POOR CONDITION.
 AL7749
 AL7749                          STATION RECOVERY (1991)
 AL7749
 AL7749'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7749'MARK RECOVERED IN POOR CONDITION.
 AL7749
 AL7749                          STATION RECOVERY (1994)
 AL7749
 AL7749'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7748 ***********************************************************************
 AL7748  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7748  DESIGNATION -  872 7306 C TIDAL
 AL7748  PID         -  AL7748
 AL7748  STATE/COUNTY-  FL/CITRUS
 AL7748  USGS QUAD   -  OZELLO (1994)
 AL7748
 AL7748                         *CURRENT SURVEY CONTROL
 AL7748  ___________________________________________________________________
 AL7748* NAD 83(1986)-  28 49 41.     (N)    082 39 24.     (W)     SCALED    
 AL7748* NAVD 88     -         0.893  (meters)       2.93   (feet)  POSTED    
 AL7748  ___________________________________________________________________
 AL7748  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AL7748  DYNAMIC HT  -           0.890 (meters)       2.92  (feet)  COMP
 AL7748  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 AL7748
 AL7748  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7748
 AL7748.The horizontal coordinates were scaled from a topographic map and have
 AL7748.an estimated accuracy of +/- 6 seconds.
 AL7748
 AL7748.The orthometric height was determined by differential leveling
 AL7748.and adjusted by the National Geodetic Survey in 1992..
 AL7748.No vertical observational check was made to the station.
 AL7748.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7748.was located on a no-check spur therefore a value was not computed.
 AL7748
 AL7748.This Tidal Bench Mark is designated as VM 7777
 AL7748.by the Center for Operational Oceanographic Products and Services.
 AL7748
 AL7748.The geoid height was determined by GEOID03.
 AL7748
 AL7748.The dynamic height is computed by dividing the NAVD 88
 AL7748.geopotential number by the normal gravity value computed on the
 AL7748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7748.degrees latitude (g = 980.6199 gals.).
 AL7748
 AL7748.The modeled gravity was interpolated from observed gravity values.
 AL7748
 AL7748;                    North         East    Units  Estimated Accuracy
 AL7748;SPC FL W     -   498,150.      135,910.      MT  (+/- 180 meters Scaled)
 AL7748
 AL7748                          SUPERSEDED SURVEY CONTROL
 AL7748
 AL7748.No superseded survey control is available for this station.
 AL7748
 AL7748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM383900(NAD 83)
 AL7748_MARKER: DJ = TIDAL STATION DISK
 AL7748_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7748_SP_SET: GALVANIZED STEEL ROD
 AL7748_STAMPING: 7306 C 1978
 AL7748_MARK LOGO: NOS   
 AL7748_PROJECTION: PROJECTING 3 CENTIMETERS
 AL7748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7748_ROD/PIPE-DEPTH: 6.10 meters
 AL7748
 AL7748  HISTORY     - Date     Condition        Report By
 AL7748  HISTORY     - 1978     MONUMENTED       NOS
 AL7748  HISTORY     - 1985     GOOD             FLDNR
 AL7748  HISTORY     - 19900221 GOOD             USPSQD
 AL7748  HISTORY     - 19910118 GOOD             USPSQD
 AL7748  HISTORY     - 19940524 GOOD             USPSQD
 AL7748
 AL7748                          STATION DESCRIPTION
 AL7748
 AL7748'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7748'9.1 MI NW FROM HOMOSASSA SPRINGS.
 AL7748'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7748'U.S. HIGHWAY 19/98 TO THE JUNCTION OF COUNTY ROAD C-494, GO 5.4
 AL7748'MILES WEST ON C-494 TO THE JUNCTION OF A PAVED ROAD LEADING SOUTH, GO
 AL7748'0.3 MILE SOUTH ON THE PAVED ROAD TO THE MARK.  THE MARK BEARS 14.5
 AL7748'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 61 FEET NORTH OF THE
 AL7748'CENTERLINE OF BROOKVIEW LANE, 32 FEET SOUTH OF THE CENTERLINE OF A
 AL7748'GRASS TRACK DRIVEWAY, AND 3.1 FEET EAST OF A POWER POLE WITH A
 AL7748'WITNESS SIGN ATTACHED.
 AL7748
 AL7748                          STATION RECOVERY (1990)
 AL7748
 AL7748'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7748'RECOVERED IN GOOD CONDITION.
 AL7748
 AL7748                          STATION RECOVERY (1991)
 AL7748
 AL7748'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7748'RECOVERED IN GOOD CONDITION.
 AL7748
 AL7748                          STATION RECOVERY (1994)
 AL7748
 AL7748'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7747 ***********************************************************************
 AL7747  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7747  DESIGNATION -  872 7306 D TIDAL
 AL7747  PID         -  AL7747
 AL7747  STATE/COUNTY-  FL/CITRUS
 AL7747  USGS QUAD   -  OZELLO (1994)
 AL7747
 AL7747                         *CURRENT SURVEY CONTROL
 AL7747  ___________________________________________________________________
 AL7747* NAD 83(1986)-  28 49 51.     (N)    082 39 22.     (W)     SCALED    
 AL7747* NAVD 88     -         0.528  (meters)       1.73   (feet)  POSTED    
 AL7747  ___________________________________________________________________
 AL7747  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AL7747  DYNAMIC HT  -           0.530 (meters)       1.74  (feet)  COMP
 AL7747  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 AL7747
 AL7747  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7747
 AL7747.The horizontal coordinates were scaled from a topographic map and have
 AL7747.an estimated accuracy of +/- 6 seconds.
 AL7747
 AL7747.The orthometric height was determined by differential leveling
 AL7747.and adjusted by the National Geodetic Survey in 1992..
 AL7747.No vertical observational check was made to the station.
 AL7747.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7747.was located on a no-check spur therefore a value was not computed.
 AL7747
 AL7747.This Tidal Bench Mark is designated as VM 7778
 AL7747.by the Center for Operational Oceanographic Products and Services.
 AL7747
 AL7747.The geoid height was determined by GEOID03.
 AL7747
 AL7747.The dynamic height is computed by dividing the NAVD 88
 AL7747.geopotential number by the normal gravity value computed on the
 AL7747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7747.degrees latitude (g = 980.6199 gals.).
 AL7747
 AL7747.The modeled gravity was interpolated from observed gravity values.
 AL7747
 AL7747;                    North         East    Units  Estimated Accuracy
 AL7747;SPC FL W     -   498,460.      135,970.      MT  (+/- 180 meters Scaled)
 AL7747
 AL7747                          SUPERSEDED SURVEY CONTROL
 AL7747
 AL7747.No superseded survey control is available for this station.
 AL7747
 AL7747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM384903(NAD 83)
 AL7747_MARKER: DJ = TIDAL STATION DISK
 AL7747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7747_SP_SET: CONCRETE POST
 AL7747_STAMPING: 7306 D 1978
 AL7747_MARK LOGO: NOS   
 AL7747_PROJECTION: RECESSED 5 CENTIMETERS
 AL7747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7747+STABILITY: SURFACE MOTION
 AL7747
 AL7747  HISTORY     - Date     Condition        Report By
 AL7747  HISTORY     - 1978     MONUMENTED       NOS
 AL7747  HISTORY     - 1985     GOOD             FLDNR
 AL7747  HISTORY     - 19900221 GOOD             USPSQD
 AL7747  HISTORY     - 19910118 GOOD             USPSQD
 AL7747  HISTORY     - 19940524 GOOD             USPSQD
 AL7747
 AL7747                          STATION DESCRIPTION
 AL7747
 AL7747'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7747'8.95 MI NW FROM HOMOSASSA SPRINGS.
 AL7747'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7747'U.S. HIGHWAY 19/98 TO THE JUNCTION OF COUNTY ROAD C-494, GO 5.4
 AL7747'MILES WEST ON C-494 TO THE JUNCTION OF A PAVED ROAD LEADING SOUTH, GO
 AL7747'0.15 MILE SOUTH ON THE PAVED ROAD TO A PICNIC AREA AND THE MARK.  THE
 AL7747'MARK BEARS 90 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 14 FEET
 AL7747'NORTH OF THE CENTERLINE OF THE DIRT DRIVE IN THE PICNIC AREA, 98 FEET
 AL7747'WEST OF THE APPROXIMATE HIGH WATER LINE, 0.5 FOOT WEST OF A WITNESS
 AL7747'POST, AND IS AT THE SOUTH SIDE OF THE PICNIC AREA.
 AL7747
 AL7747                          STATION RECOVERY (1990)
 AL7747
 AL7747'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7747'RECOVERED IN GOOD CONDITION.
 AL7747
 AL7747                          STATION RECOVERY (1991)
 AL7747
 AL7747'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7747'RECOVERED IN GOOD CONDITION.
 AL7747
 AL7747                          STATION RECOVERY (1994)
 AL7747
 AL7747'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7746 ***********************************************************************
 AL7746  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7746  DESIGNATION -  872 7306 E TIDAL
 AL7746  PID         -  AL7746
 AL7746  STATE/COUNTY-  FL/CITRUS
 AL7746  USGS QUAD   -  OZELLO (1994)
 AL7746
 AL7746                         *CURRENT SURVEY CONTROL
 AL7746  ___________________________________________________________________
 AL7746* NAD 83(1986)-  28 49 57.     (N)    082 39 20.     (W)     SCALED    
 AL7746* NAVD 88     -         0.481  (meters)       1.58   (feet)  POSTED    
 AL7746  ___________________________________________________________________
 AL7746  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AL7746  DYNAMIC HT  -           0.480 (meters)       1.57  (feet)  COMP
 AL7746  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 AL7746
 AL7746  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7746
 AL7746.The horizontal coordinates were scaled from a topographic map and have
 AL7746.an estimated accuracy of +/- 6 seconds.
 AL7746
 AL7746.The orthometric height was determined by differential leveling
 AL7746.and adjusted by the National Geodetic Survey in 1992..
 AL7746.No vertical observational check was made to the station.
 AL7746.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7746.was located on a no-check spur therefore a value was not computed.
 AL7746
 AL7746.This Tidal Bench Mark is designated as VM 7779
 AL7746.by the Center for Operational Oceanographic Products and Services.
 AL7746
 AL7746.The geoid height was determined by GEOID03.
 AL7746
 AL7746.The dynamic height is computed by dividing the NAVD 88
 AL7746.geopotential number by the normal gravity value computed on the
 AL7746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7746.degrees latitude (g = 980.6199 gals.).
 AL7746
 AL7746.The modeled gravity was interpolated from observed gravity values.
 AL7746
 AL7746;                    North         East    Units  Estimated Accuracy
 AL7746;SPC FL W     -   498,640.      136,020.      MT  (+/- 180 meters Scaled)
 AL7746
 AL7746                          SUPERSEDED SURVEY CONTROL
 AL7746
 AL7746.No superseded survey control is available for this station.
 AL7746
 AL7746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM384905(NAD 83)
 AL7746_MARKER: DJ = TIDAL STATION DISK
 AL7746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7746_SP_SET: CONCRETE POST
 AL7746_STAMPING: 7306 E 1978
 AL7746_MARK LOGO: NOS   
 AL7746_PROJECTION: RECESSED 3 CENTIMETERS
 AL7746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7746+STABILITY: SURFACE MOTION
 AL7746
 AL7746  HISTORY     - Date     Condition        Report By
 AL7746  HISTORY     - 1978     MONUMENTED       NOS
 AL7746  HISTORY     - 1985     GOOD             FLDNR
 AL7746  HISTORY     - 19900221 GOOD             USPSQD
 AL7746  HISTORY     - 19910118 GOOD             USPSQD
 AL7746  HISTORY     - 19940524 GOOD             USPSQD
 AL7746
 AL7746                          STATION DESCRIPTION
 AL7746
 AL7746'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7746'8.95 MI NW FROM HOMOSASSA SPRINGS.
 AL7746'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7746'U.S. HIGHWAY 19/98 TO THE JUNCTION OF COUNTY ROAD C-494, GO 5.4
 AL7746'MILES WEST ON C-494 TO THE JUNCTION OF A PAVED ROAD LEADING SOUTH, GO
 AL7746'0.15 MILE SOUTH ON THE PAVED ROAD TO A PICNIC AREA AND THE MARK.  THE
 AL7746'MARK IS AT THE NORTHEAST CORNER OF THE PICNIC AREA, 15 FEET NORTHEAST
 AL7746'OF THE CENTERLINE OF THE DIRT DRIVE IN THE PICNIC AREA, 112 FEET EAST
 AL7746'OF THE CENTERLINE OF THE PAVED ROAD, 3 FEET NORTH OF A 10-INCH
 AL7746'DIAMETER PALM TREE, 10 FEET SOUTH OF THE MARSH LINE, AND 1.7 FEET
 AL7746'SOUTHWEST OF A WITNESS POST.
 AL7746
 AL7746                          STATION RECOVERY (1990)
 AL7746
 AL7746'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7746'RECOVERED IN GOOD CONDITION.
 AL7746
 AL7746                          STATION RECOVERY (1991)
 AL7746
 AL7746'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7746'RECOVERED IN GOOD CONDITION.
 AL7746
 AL7746                          STATION RECOVERY (1994)
 AL7746
 AL7746'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7745 ***********************************************************************
 AL7745  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7745  DESIGNATION -  872 7328 A TIDAL
 AL7745  PID         -  AL7745
 AL7745  STATE/COUNTY-  FL/CITRUS
 AL7745  USGS QUAD   -  OZELLO (1994)
 AL7745
 AL7745                         *CURRENT SURVEY CONTROL
 AL7745  ___________________________________________________________________
 AL7745* NAD 83(1986)-  28 51 56.     (N)    082 40 07.     (W)     SCALED    
 AL7745* NAVD 88     -         0.693  (meters)       2.27   (feet)  POSTED    
 AL7745  ___________________________________________________________________
 AL7745  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AL7745  DYNAMIC HT  -           0.690 (meters)       2.26  (feet)  COMP
 AL7745  MODELED GRAV-     979,227.1   (mgal)                       NAVD 88
 AL7745
 AL7745  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7745
 AL7745.The horizontal coordinates were scaled from a topographic map and have
 AL7745.an estimated accuracy of +/- 6 seconds.
 AL7745
 AL7745.The orthometric height was determined by differential leveling
 AL7745.and adjusted by the National Geodetic Survey in 1992..
 AL7745.No vertical observational check was made to the station.
 AL7745.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7745.was located on a no-check spur therefore a value was not computed.
 AL7745
 AL7745.This Tidal Bench Mark is designated as VM 7780
 AL7745.by the Center for Operational Oceanographic Products and Services.
 AL7745
 AL7745.The geoid height was determined by GEOID03.
 AL7745
 AL7745.The dynamic height is computed by dividing the NAVD 88
 AL7745.geopotential number by the normal gravity value computed on the
 AL7745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7745.degrees latitude (g = 980.6199 gals.).
 AL7745
 AL7745.The modeled gravity was interpolated from observed gravity values.
 AL7745
 AL7745;                    North         East    Units  Estimated Accuracy
 AL7745;SPC FL W     -   502,310.      134,770.      MT  (+/- 180 meters Scaled)
 AL7745
 AL7745                          SUPERSEDED SURVEY CONTROL
 AL7745
 AL7745.No superseded survey control is available for this station.
 AL7745
 AL7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM372942(NAD 83)
 AL7745_MARKER: DJ = TIDAL STATION DISK
 AL7745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7745_SP_SET: CONCRETE BULKHEAD
 AL7745_STAMPING: 7328 A 1978
 AL7745_MARK LOGO: NOS   
 AL7745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7745+STABILITY: SURFACE MOTION
 AL7745
 AL7745  HISTORY     - Date     Condition        Report By
 AL7745  HISTORY     - 1978     MONUMENTED       NOS
 AL7745  HISTORY     - 1985     GOOD             FLDNR
 AL7745  HISTORY     - 19900123 MARK NOT FOUND   USPSQD
 AL7745  HISTORY     - 19900221 GOOD             USPSQD
 AL7745  HISTORY     - 19910118 GOOD             USPSQD
 AL7745  HISTORY     - 19941201 GOOD             USPSQD
 AL7745
 AL7745                          STATION DESCRIPTION
 AL7745
 AL7745'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7745'12.6 MI NW FROM HOMOSASSA SPRINGS.
 AL7745'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7745'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 9.2 MILES
 AL7745'WEST AND NORTH ON C-494 TO A SMALL CAUSEWAY AND THE MARK VICINITY.
 AL7745'THE MARK IS 0.1 MILE NORTH ALONG THE CAUSEWAY, 100 FEET NORTH-
 AL7745'NORTHWEST OF A POWER POLE, 17 FEET WEST OF THE CENTERLINE OF C-494,
 AL7745'AND 2.5 FEET EAST OF THE WEST EDGE OF THE CONCRETE BULKHEAD.
 AL7745'THE MARK IS 3 FT BELOW HIGHWAY.
 AL7745
 AL7745                          STATION RECOVERY (1990)
 AL7745
 AL7745'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7745'MARK NOT FOUND.
 AL7745
 AL7745                          STATION RECOVERY (1990)
 AL7745
 AL7745'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7745'RECOVERED IN GOOD CONDITION.
 AL7745
 AL7745                          STATION RECOVERY (1991)
 AL7745
 AL7745'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7745'RECOVERED IN GOOD CONDITION.
 AL7745
 AL7745                          STATION RECOVERY (1994)
 AL7745
 AL7745'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7744 ***********************************************************************
 AL7744  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7744  DESIGNATION -  872 7328 B TIDAL
 AL7744  PID         -  AL7744
 AL7744  STATE/COUNTY-  FL/CITRUS
 AL7744  USGS QUAD   -  OZELLO (1994)
 AL7744
 AL7744                         *CURRENT SURVEY CONTROL
 AL7744  ___________________________________________________________________
 AL7744* NAD 83(1986)-  28 51 54.     (N)    082 40 06.     (W)     SCALED    
 AL7744* NAVD 88     -         1.446  (meters)       4.74   (feet)  POSTED    
 AL7744  ___________________________________________________________________
 AL7744  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AL7744  DYNAMIC HT  -           1.440 (meters)       4.72  (feet)  COMP
 AL7744  MODELED GRAV-     979,227.1   (mgal)                       NAVD 88
 AL7744
 AL7744  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7744
 AL7744.The horizontal coordinates were scaled from a topographic map and have
 AL7744.an estimated accuracy of +/- 6 seconds.
 AL7744
 AL7744.The orthometric height was determined by differential leveling
 AL7744.and adjusted by the National Geodetic Survey in 1992..
 AL7744.No vertical observational check was made to the station.
 AL7744.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7744.was located on a no-check spur therefore a value was not computed.
 AL7744
 AL7744.This Tidal Bench Mark is designated as VM 7781
 AL7744.by the Center for Operational Oceanographic Products and Services.
 AL7744
 AL7744.The geoid height was determined by GEOID03.
 AL7744
 AL7744.The dynamic height is computed by dividing the NAVD 88
 AL7744.geopotential number by the normal gravity value computed on the
 AL7744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7744.degrees latitude (g = 980.6199 gals.).
 AL7744
 AL7744.The modeled gravity was interpolated from observed gravity values.
 AL7744
 AL7744;                    North         East    Units  Estimated Accuracy
 AL7744;SPC FL W     -   502,250.      134,800.      MT  (+/- 180 meters Scaled)
 AL7744
 AL7744                          SUPERSEDED SURVEY CONTROL
 AL7744
 AL7744.No superseded survey control is available for this station.
 AL7744
 AL7744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM372941(NAD 83)
 AL7744_MARKER: DJ = TIDAL STATION DISK
 AL7744_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7744+WITH SETTING: PAVEMENT
 AL7744_SP_SET: CONCRETE FOUNDATION
 AL7744_STAMPING: 7328 B 1978
 AL7744_MARK LOGO: NOS   
 AL7744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7744+STABILITY: SURFACE MOTION
 AL7744
 AL7744  HISTORY     - Date     Condition        Report By
 AL7744  HISTORY     - 1978     MONUMENTED       NOS
 AL7744  HISTORY     - 1985     GOOD             FLDNR
 AL7744  HISTORY     - 19900123 MARK NOT FOUND   USPSQD
 AL7744  HISTORY     - 19900221 GOOD             USPSQD
 AL7744  HISTORY     - 19910118 GOOD             USPSQD
 AL7744  HISTORY     - 19941201 GOOD             USPSQD
 AL7744
 AL7744                          STATION DESCRIPTION
 AL7744
 AL7744'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7744'12.6 MI NW FROM HOMOSASSA SPRINGS.
 AL7744'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7744'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 9.2 MILES
 AL7744'WEST AND NORTH ON C-494 TO A SMALL CAUSEWAY AND THE MARK VICINITY.
 AL7744'THE MARK IS 0.05 MILE NORTH ALONG THE CAUSEWAY, 109 FEET SOUTH OF A
 AL7744'POWER POLE, 15.3 FEET EAST OF THE CENTERLINE OF C-494, AND IS SET IN
 AL7744'THE TOP OF THE REMAINS OF A CONCRETE PILE USED AS PART OF THE
 AL7744'FOUNDATION FOR THE CAUSEWAY.
 AL7744'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AL7744
 AL7744                          STATION RECOVERY (1990)
 AL7744
 AL7744'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7744'MARK NOT FOUND.
 AL7744
 AL7744                          STATION RECOVERY (1990)
 AL7744
 AL7744'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7744'RECOVERED IN GOOD CONDITION.
 AL7744
 AL7744                          STATION RECOVERY (1991)
 AL7744
 AL7744'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7744'RECOVERED IN GOOD CONDITION.
 AL7744
 AL7744                          STATION RECOVERY (1994)
 AL7744
 AL7744'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7742 ***********************************************************************
 AL7742  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7742  DESIGNATION -  872 7328 C TIDAL
 AL7742  PID         -  AL7742
 AL7742  STATE/COUNTY-  FL/CITRUS
 AL7742  USGS QUAD   -  OZELLO (1994)
 AL7742
 AL7742                         *CURRENT SURVEY CONTROL
 AL7742  ___________________________________________________________________
 AL7742* NAD 83(1986)-  28 51 46.     (N)    082 40 03.     (W)     SCALED    
 AL7742* NAVD 88     -         0.593  (meters)       1.95   (feet)  POSTED    
 AL7742  ___________________________________________________________________
 AL7742  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AL7742  DYNAMIC HT  -           0.590 (meters)       1.94  (feet)  COMP
 AL7742  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 AL7742
 AL7742  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7742
 AL7742.The horizontal coordinates were scaled from a topographic map and have
 AL7742.an estimated accuracy of +/- 6 seconds.
 AL7742
 AL7742.The orthometric height was determined by differential leveling
 AL7742.and adjusted by the National Geodetic Survey in 1992..
 AL7742.No vertical observational check was made to the station.
 AL7742.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7742.was located on a no-check spur therefore a value was not computed.
 AL7742
 AL7742.This Tidal Bench Mark is designated as VM 7782
 AL7742.by the Center for Operational Oceanographic Products and Services.
 AL7742
 AL7742.The geoid height was determined by GEOID03.
 AL7742
 AL7742.The dynamic height is computed by dividing the NAVD 88
 AL7742.geopotential number by the normal gravity value computed on the
 AL7742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7742.degrees latitude (g = 980.6199 gals.).
 AL7742
 AL7742.The modeled gravity was interpolated from observed gravity values.
 AL7742
 AL7742;                    North         East    Units  Estimated Accuracy
 AL7742;SPC FL W     -   502,010.      134,880.      MT  (+/- 180 meters Scaled)
 AL7742
 AL7742                          SUPERSEDED SURVEY CONTROL
 AL7742
 AL7742.No superseded survey control is available for this station.
 AL7742
 AL7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM373939(NAD 83)
 AL7742_MARKER: DJ = TIDAL STATION DISK
 AL7742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7742_SP_SET: CONCRETE POST
 AL7742_STAMPING: 7328 C 1978
 AL7742_MARK LOGO: NOS   
 AL7742_PROJECTION: PROJECTING 3 CENTIMETERS
 AL7742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7742+STABILITY: SURFACE MOTION
 AL7742
 AL7742  HISTORY     - Date     Condition        Report By
 AL7742  HISTORY     - 1978     MONUMENTED       NOS
 AL7742  HISTORY     - 1985     GOOD             FLDNR
 AL7742  HISTORY     - 19900123 MARK NOT FOUND   USPSQD
 AL7742  HISTORY     - 19910118 MARK NOT FOUND   USPSQD
 AL7742
 AL7742                          STATION DESCRIPTION
 AL7742
 AL7742'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7742'12.6 MI NW FROM HOMOSASSA SPRINGS.
 AL7742'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7742'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 9.2 MILES
 AL7742'WEST AND NORTH ON C-494 TO A SMALL CAUSEWAY AND THE MARK VICINITY.
 AL7742'THE MARK IS 0.05 MILE SOUTH OF THE CAUSEWAY, 32 FEET EAST OF THE
 AL7742'CENTERLINE OF C-494, 65 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AL7742'OF A SMALL LOG CABIN, AND 2.9 FEET WEST-NORTHWEST OF POWER POLE 013.
 AL7742
 AL7742                          STATION RECOVERY (1990)
 AL7742
 AL7742'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7742'MARK NOT FOUND.
 AL7742
 AL7742                          STATION RECOVERY (1991)
 AL7742
 AL7742'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7743 ***********************************************************************
 AL7743  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7743  DESIGNATION -  872 7328 D TIDAL
 AL7743  PID         -  AL7743
 AL7743  STATE/COUNTY-  FL/CITRUS
 AL7743  USGS QUAD   -  OZELLO (1994)
 AL7743
 AL7743                         *CURRENT SURVEY CONTROL
 AL7743  ___________________________________________________________________
 AL7743* NAD 83(1986)-  28 51 48.     (N)    082 40 07.     (W)     SCALED    
 AL7743* NAVD 88     -         1.000  (meters)       3.28   (feet)  POSTED    
 AL7743  ___________________________________________________________________
 AL7743  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AL7743  DYNAMIC HT  -           1.000 (meters)       3.28  (feet)  COMP
 AL7743  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 AL7743
 AL7743  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7743
 AL7743.The horizontal coordinates were scaled from a topographic map and have
 AL7743.an estimated accuracy of +/- 6 seconds.
 AL7743
 AL7743.The orthometric height was determined by differential leveling
 AL7743.and adjusted by the National Geodetic Survey in 1992..
 AL7743.No vertical observational check was made to the station.
 AL7743.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7743.was located on a no-check spur therefore a value was not computed.
 AL7743
 AL7743.This Tidal Bench Mark is designated as VM 7783
 AL7743.by the Center for Operational Oceanographic Products and Services.
 AL7743
 AL7743.The geoid height was determined by GEOID03.
 AL7743
 AL7743.The dynamic height is computed by dividing the NAVD 88
 AL7743.geopotential number by the normal gravity value computed on the
 AL7743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7743.degrees latitude (g = 980.6199 gals.).
 AL7743
 AL7743.The modeled gravity was interpolated from observed gravity values.
 AL7743
 AL7743;                    North         East    Units  Estimated Accuracy
 AL7743;SPC FL W     -   502,070.      134,770.      MT  (+/- 180 meters Scaled)
 AL7743
 AL7743                          SUPERSEDED SURVEY CONTROL
 AL7743
 AL7743.No superseded survey control is available for this station.
 AL7743
 AL7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM372939(NAD 83)
 AL7743_MARKER: DJ = TIDAL STATION DISK
 AL7743_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7743_SP_SET: GALVANIZED STEEL ROD
 AL7743_STAMPING: 7328 D 1978
 AL7743_MARK LOGO: NOS   
 AL7743_PROJECTION: PROJECTING 8 CENTIMETERS
 AL7743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7743_ROD/PIPE-DEPTH: 0.91 meters
 AL7743
 AL7743  HISTORY     - Date     Condition        Report By
 AL7743  HISTORY     - 1978     MONUMENTED       NOS
 AL7743  HISTORY     - 1985     GOOD             FLDNR
 AL7743  HISTORY     - 19900123 GOOD             USPSQD
 AL7743  HISTORY     - 19910118 GOOD             USPSQD
 AL7743  HISTORY     - 19941201 GOOD             USPSQD
 AL7743
 AL7743                          STATION DESCRIPTION
 AL7743
 AL7743'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7743'12.6 MI NW FROM HOMOSASSA SPRINGS.
 AL7743'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7743'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 9.2 MILES
 AL7743'WEST AND NORTH ON C-494 TO A SMALL CAUSEWAY AND THE MARK VICINITY.
 AL7743'THE MARK IS NEAR THE SOUTH END OF THE CAUSEWAY, 17.8 FEET WEST-
 AL7743'SOUTHWEST OF THE CENTERLINE OF C-494, 86 FEET NORTHWEST OF THE
 AL7743'NORTHWEST CORNER OF PECKS OLD PORT COVE RESTAURANT, AND 2.8 FEET
 AL7743'EAST- NORTHEAST OF POWER POLE 037.
 AL7743
 AL7743                          STATION RECOVERY (1990)
 AL7743
 AL7743'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7743'RECOVERED IN GOOD CONDITION.
 AL7743
 AL7743                          STATION RECOVERY (1991)
 AL7743
 AL7743'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7743'RECOVERED IN GOOD CONDITION.
 AL7743
 AL7743                          STATION RECOVERY (1994)
 AL7743
 AL7743'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7741 ***********************************************************************
 AL7741  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7741  DESIGNATION -  872 7328 E TIDAL
 AL7741  PID         -  AL7741
 AL7741  STATE/COUNTY-  FL/CITRUS
 AL7741  USGS QUAD   -  OZELLO (1994)
 AL7741
 AL7741                         *CURRENT SURVEY CONTROL
 AL7741  ___________________________________________________________________
 AL7741* NAD 83(1986)-  28 51 41.     (N)    082 40 03.     (W)     SCALED    
 AL7741* NAVD 88     -         0.597  (meters)       1.96   (feet)  POSTED    
 AL7741  ___________________________________________________________________
 AL7741  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AL7741  DYNAMIC HT  -           0.600 (meters)       1.97  (feet)  COMP
 AL7741  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 AL7741
 AL7741  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7741
 AL7741.The horizontal coordinates were scaled from a topographic map and have
 AL7741.an estimated accuracy of +/- 6 seconds.
 AL7741
 AL7741.The orthometric height was determined by differential leveling
 AL7741.and adjusted by the National Geodetic Survey in 1992..
 AL7741.No vertical observational check was made to the station.
 AL7741.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7741.was located on a no-check spur therefore a value was not computed.
 AL7741
 AL7741.This Tidal Bench Mark is designated as VM 7784
 AL7741.by the Center for Operational Oceanographic Products and Services.
 AL7741
 AL7741.The geoid height was determined by GEOID03.
 AL7741
 AL7741.The dynamic height is computed by dividing the NAVD 88
 AL7741.geopotential number by the normal gravity value computed on the
 AL7741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7741.degrees latitude (g = 980.6199 gals.).
 AL7741
 AL7741.The modeled gravity was interpolated from observed gravity values.
 AL7741
 AL7741;                    North         East    Units  Estimated Accuracy
 AL7741;SPC FL W     -   501,850.      134,880.      MT  (+/- 180 meters Scaled)
 AL7741
 AL7741                          SUPERSEDED SURVEY CONTROL
 AL7741
 AL7741.No superseded survey control is available for this station.
 AL7741
 AL7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM373937(NAD 83)
 AL7741_MARKER: DJ = TIDAL STATION DISK
 AL7741_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7741_SP_SET: GALVANIZED STEEL ROD
 AL7741_STAMPING: 7328 E 1978
 AL7741_MARK LOGO: NOS   
 AL7741_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7741_ROD/PIPE-DEPTH: 1.52 meters
 AL7741
 AL7741  HISTORY     - Date     Condition        Report By
 AL7741  HISTORY     - 1978     MONUMENTED       NOS
 AL7741  HISTORY     - 1985     GOOD             FLDNR
 AL7741  HISTORY     - 19900123 GOOD             USPSQD
 AL7741  HISTORY     - 19910118 GOOD             USPSQD
 AL7741  HISTORY     - 19910411 MARK NOT FOUND   USPSQD
 AL7741  HISTORY     - 19941118 GOOD             USPSQD
 AL7741
 AL7741                          STATION DESCRIPTION
 AL7741
 AL7741'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7741'12.6 MI NW FROM HOMOSASSA SPRINGS.
 AL7741'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7741'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 9.2 MILES
 AL7741'WEST AND NORTH ON C-494 TO A SMALL CAUSEWAY AND THE MARK VICINITY.
 AL7741'THE MARK IS 0.15 MILE SOUTH OF THE CAUSEWAY, 21.1 FEET NORTHEAST OF
 AL7741'THE CENTERLINE OF C-494, 17.8 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AL7741'DRIVEWAY TO ROUTE 1 BOX 725, 102 FEET NORTH OF THE DRIVE TO ROUTE 1
 AL7741'BOX 302, AND 5.8 FEET SOUTH OF A POWER POLE WITH A WITNESS SIGN
 AL7741'ATTACHED.
 AL7741
 AL7741                          STATION RECOVERY (1990)
 AL7741
 AL7741'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7741'RECOVERED IN GOOD CONDITION.
 AL7741
 AL7741                          STATION RECOVERY (1991)
 AL7741
 AL7741'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7741'RECOVERED IN GOOD CONDITION.
 AL7741
 AL7741                          STATION RECOVERY (1991)
 AL7741
 AL7741'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AL7741'MARK NOT FOUND.
 AL7741
 AL7741                          STATION RECOVERY (1994)
 AL7741
 AL7741'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7759 ***********************************************************************
 AL7759  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7759  DESIGNATION -  872 7336 A TIDAL
 AL7759  PID         -  AL7759
 AL7759  STATE/COUNTY-  FL/CITRUS
 AL7759  USGS QUAD   -  RED LEVEL (1992)
 AL7759
 AL7759                         *CURRENT SURVEY CONTROL
 AL7759  ___________________________________________________________________
 AL7759* NAD 83(1986)-  28 52 55.     (N)    082 38 07.     (W)     SCALED    
 AL7759* NAVD 88     -         0.973  (meters)       3.19   (feet)  POSTED    
 AL7759  ___________________________________________________________________
 AL7759  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AL7759  DYNAMIC HT  -           0.970 (meters)       3.18  (feet)  COMP
 AL7759  MODELED GRAV-     979,226.6   (mgal)                       NAVD 88
 AL7759
 AL7759  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7759
 AL7759.The horizontal coordinates were scaled from a topographic map and have
 AL7759.an estimated accuracy of +/- 6 seconds.
 AL7759
 AL7759.The orthometric height was determined by differential leveling
 AL7759.and adjusted by the National Geodetic Survey in 1992..
 AL7759.No vertical observational check was made to the station.
 AL7759.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7759.was located on a no-check spur therefore a value was not computed.
 AL7759
 AL7759.This Tidal Bench Mark is designated as VM 7790
 AL7759.by the Center for Operational Oceanographic Products and Services.
 AL7759
 AL7759.The geoid height was determined by GEOID03.
 AL7759
 AL7759.The dynamic height is computed by dividing the NAVD 88
 AL7759.geopotential number by the normal gravity value computed on the
 AL7759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7759.degrees latitude (g = 980.6199 gals.).
 AL7759
 AL7759.The modeled gravity was interpolated from observed gravity values.
 AL7759
 AL7759;                    North         East    Units  Estimated Accuracy
 AL7759;SPC FL W     -   504,110.      138,030.      MT  (+/- 180 meters Scaled)
 AL7759
 AL7759                          SUPERSEDED SURVEY CONTROL
 AL7759
 AL7759.No superseded survey control is available for this station.
 AL7759
 AL7759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM405960(NAD 83)
 AL7759_MARKER: DJ = TIDAL STATION DISK
 AL7759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7759_SP_SET: CONCRETE POST
 AL7759_STAMPING: 7336 A 1978
 AL7759_MARK LOGO: NOS   
 AL7759_PROJECTION: RECESSED 5 CENTIMETERS
 AL7759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7759+STABILITY: SURFACE MOTION
 AL7759
 AL7759  HISTORY     - Date     Condition        Report By
 AL7759  HISTORY     - 1978     MONUMENTED       NOS
 AL7759  HISTORY     - 1985     GOOD             FLDNR
 AL7759  HISTORY     - 19910214 GOOD             USPSQD
 AL7759  HISTORY     - 19940408 GOOD             USPSQD
 AL7759
 AL7759                          STATION DESCRIPTION
 AL7759
 AL7759'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7759'3.9 MI SW FROM CRYSTAL RIVER.
 AL7759'BEGIN AT THE JUNCTION OF STATE ROAD C-44 (FORT ISLAND ROAD) WITH U.S.
 AL7759'HIGHWAY 19, GO 2.4 MILES WESTERLY ON C-44 TO THE JUNCTION OF DIXIE
 AL7759'SHORES DRIVE, G0 1.1 MILES WEST AND SOUTH ON DIXIE SHORES DRIVE TO
 AL7759'ITS END AT BAYSHORE DRIVE, GO 0.4 MILE WEST ON BAYSHORE DRIVE TO THE
 AL7759'MARK.  THE MARK BEARS 14.9 FEET NORTHWEST OF THE CENTERLINE OF
 AL7759'BAYSHORE DRIVE, 75.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE GARAGE
 AL7759'TO HOUSE 495, AND 3.7 FEET SOUTHEAST OF POWER POLE 41451 WITH A
 AL7759'WITNESS SIGN ATTACHED.
 AL7759
 AL7759                          STATION RECOVERY (1991)
 AL7759
 AL7759'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7759'RECOVERED IN GOOD CONDITION.
 AL7759
 AL7759                          STATION RECOVERY (1994)
 AL7759
 AL7759'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7758 ***********************************************************************
 AL7758  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7758  DESIGNATION -  872 7336 B TIDAL
 AL7758  PID         -  AL7758
 AL7758  STATE/COUNTY-  FL/CITRUS
 AL7758  USGS QUAD   -  RED LEVEL (1992)
 AL7758
 AL7758                         *CURRENT SURVEY CONTROL
 AL7758  ___________________________________________________________________
 AL7758* NAD 83(1986)-  28 52 54.     (N)    082 38 05.     (W)     SCALED    
 AL7758* NAVD 88     -         1.095  (meters)       3.59   (feet)  POSTED    
 AL7758  ___________________________________________________________________
 AL7758  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AL7758  DYNAMIC HT  -           1.090 (meters)       3.58  (feet)  COMP
 AL7758  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 AL7758
 AL7758  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7758
 AL7758.The horizontal coordinates were scaled from a topographic map and have
 AL7758.an estimated accuracy of +/- 6 seconds.
 AL7758
 AL7758.The orthometric height was determined by differential leveling
 AL7758.and adjusted by the National Geodetic Survey in 1992..
 AL7758.No vertical observational check was made to the station.
 AL7758.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7758.was located on a no-check spur therefore a value was not computed.
 AL7758
 AL7758.This Tidal Bench Mark is designated as VM 7791
 AL7758.by the Center for Operational Oceanographic Products and Services.
 AL7758
 AL7758.The geoid height was determined by GEOID03.
 AL7758
 AL7758.The dynamic height is computed by dividing the NAVD 88
 AL7758.geopotential number by the normal gravity value computed on the
 AL7758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7758.degrees latitude (g = 980.6199 gals.).
 AL7758
 AL7758.The modeled gravity was interpolated from observed gravity values.
 AL7758
 AL7758;                    North         East    Units  Estimated Accuracy
 AL7758;SPC FL W     -   504,080.      138,090.      MT  (+/- 180 meters Scaled)
 AL7758
 AL7758                          SUPERSEDED SURVEY CONTROL
 AL7758
 AL7758.No superseded survey control is available for this station.
 AL7758
 AL7758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM405959(NAD 83)
 AL7758_MARKER: DJ = TIDAL STATION DISK
 AL7758_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7758_SP_SET: GALVANIZED STEEL ROD
 AL7758_STAMPING: 7336 B 1978
 AL7758_MARK LOGO: NOS   
 AL7758_PROJECTION: FLUSH
 AL7758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7758_ROD/PIPE-DEPTH: 7.32 meters
 AL7758
 AL7758  HISTORY     - Date     Condition        Report By
 AL7758  HISTORY     - 1978     MONUMENTED       NOS
 AL7758  HISTORY     - 1985     GOOD             FLDNR
 AL7758  HISTORY     - 19910214 GOOD             USPSQD
 AL7758  HISTORY     - 19941011 GOOD             USPSQD
 AL7758
 AL7758                          STATION DESCRIPTION
 AL7758
 AL7758'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7758'3.85 MI SW FROM CRYSTAL RIVER.
 AL7758'BEGIN AT THE JUNCTION OF STATE ROAD C-44 (FORT ISLAND ROAD) WITH U.S.
 AL7758'HIGHWAY 19, GO 2.4 MILES WESTERLY ON C-44 TO THE JUNCTION OF DIXIE
 AL7758'SHORES DRIVE, G0 1.1 MILES WEST AND SOUTH ON DIXIE SHORES DRIVE TO
 AL7758'ITS END AT BAYSHORE DRIVE, GO 0.35 MILE WEST ON BAYSHORE DRIVE TO THE
 AL7758'MARK.  THE MARK BEARS 19 FEET NORTHEAST OF THE CENTERLINE OF BAYSHORE
 AL7758'DRIVE, 43 FEET NORTHWEST OF THE EXTENDED CENTERLINE OF THE DRIVEWAY
 AL7758'TO HOUSE 12000, 157 FEET SOUTHWEST OF A SEAWALL AT THE END OF A
 AL7758'CANAL, AND 4.3 FEET SOUTHWEST OF TELEPHONE POLE 042.
 AL7758
 AL7758                          STATION RECOVERY (1991)
 AL7758
 AL7758'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7758'RECOVERED IN GOOD CONDITION.
 AL7758
 AL7758                          STATION RECOVERY (1994)
 AL7758
 AL7758'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7760 ***********************************************************************
 AL7760  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7760  DESIGNATION -  872 7336 C TIDAL
 AL7760  PID         -  AL7760
 AL7760  STATE/COUNTY-  FL/CITRUS
 AL7760  USGS QUAD   -  RED LEVEL (1992)
 AL7760
 AL7760                         *CURRENT SURVEY CONTROL
 AL7760  ___________________________________________________________________
 AL7760* NAD 83(1986)-  28 52 54.     (N)    082 38 03.     (W)     SCALED    
 AL7760* NAVD 88     -         1.191  (meters)       3.91   (feet)  POSTED    
 AL7760  ___________________________________________________________________
 AL7760  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AL7760  DYNAMIC HT  -           1.190 (meters)       3.90  (feet)  COMP
 AL7760  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 AL7760
 AL7760  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7760
 AL7760.The horizontal coordinates were scaled from a topographic map and have
 AL7760.an estimated accuracy of +/- 6 seconds.
 AL7760
 AL7760.The orthometric height was determined by differential leveling
 AL7760.and adjusted by the National Geodetic Survey in 1992..
 AL7760.No vertical observational check was made to the station.
 AL7760.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7760.was located on a no-check spur therefore a value was not computed.
 AL7760
 AL7760.This Tidal Bench Mark is designated as VM 7792
 AL7760.by the Center for Operational Oceanographic Products and Services.
 AL7760
 AL7760.The geoid height was determined by GEOID03.
 AL7760
 AL7760.The dynamic height is computed by dividing the NAVD 88
 AL7760.geopotential number by the normal gravity value computed on the
 AL7760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7760.degrees latitude (g = 980.6199 gals.).
 AL7760
 AL7760.The modeled gravity was interpolated from observed gravity values.
 AL7760
 AL7760;                    North         East    Units  Estimated Accuracy
 AL7760;SPC FL W     -   504,080.      138,140.      MT  (+/- 180 meters Scaled)
 AL7760
 AL7760                          SUPERSEDED SURVEY CONTROL
 AL7760
 AL7760.No superseded survey control is available for this station.
 AL7760
 AL7760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM406959(NAD 83)
 AL7760_MARKER: DJ = TIDAL STATION DISK
 AL7760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7760_SP_SET: CONCRETE POST
 AL7760_STAMPING: 7336 C 1978
 AL7760_MARK LOGO: NOS   
 AL7760_PROJECTION: RECESSED 10 CENTIMETERS
 AL7760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7760+STABILITY: SURFACE MOTION
 AL7760
 AL7760  HISTORY     - Date     Condition        Report By
 AL7760  HISTORY     - 1978     MONUMENTED       NOS
 AL7760  HISTORY     - 1985     GOOD             FLDNR
 AL7760  HISTORY     - 19910214 MARK NOT FOUND   USPSQD
 AL7760  HISTORY     - 19940408 GOOD             USPSQD
 AL7760
 AL7760                          STATION DESCRIPTION
 AL7760
 AL7760'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7760'3.8 MI SW FROM CRYSTAL RIVER.
 AL7760'BEGIN AT THE JUNCTION OF STATE ROAD C-44 (FORT ISLAND ROAD) WITH U.S.
 AL7760'HIGHWAY 19, GO 2.4 MILES WESTERLY ON C-44 TO THE JUNCTION OF DIXIE
 AL7760'SHORES DRIVE, GO 1.1 MILES WEST AND SOUTH ON DIXIE SHORES DRIVE TO
 AL7760'ITS END AT BAYSHORE DRIVE, GO 0.3 MILE WEST ON BAYSHORE DRIVE TO THE
 AL7760'MARK.  THE MARK BEARS 20 FEET NORTH OF THE CENTERLINE OF BAYSHORE
 AL7760'DRIVE, 5.5 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 041, 45 FEET SOUTH
 AL7760'OF THE SOUTH CORNER OF A STONE AND STUCCO HOUSE, AND 112 FEET
 AL7760'SOUTHWEST OF THE SEAWALL ALONG A CANAL.
 AL7760
 AL7760                          STATION RECOVERY (1991)
 AL7760
 AL7760'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7760'MARK NOT FOUND.
 AL7760
 AL7760                          STATION RECOVERY (1994)
 AL7760
 AL7760'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7757 ***********************************************************************
 AL7757  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7757  DESIGNATION -  872 7336 D TIDAL
 AL7757  PID         -  AL7757
 AL7757  STATE/COUNTY-  FL/CITRUS
 AL7757  USGS QUAD   -  RED LEVEL (1992)
 AL7757
 AL7757                         *CURRENT SURVEY CONTROL
 AL7757  ___________________________________________________________________
 AL7757* NAD 83(1986)-  28 52 53.     (N)    082 38 01.     (W)     SCALED    
 AL7757* NAVD 88     -         1.226  (meters)       4.02   (feet)  POSTED    
 AL7757  ___________________________________________________________________
 AL7757  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AL7757  DYNAMIC HT  -           1.220 (meters)       4.00  (feet)  COMP
 AL7757  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 AL7757
 AL7757  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7757
 AL7757.The horizontal coordinates were scaled from a topographic map and have
 AL7757.an estimated accuracy of +/- 6 seconds.
 AL7757
 AL7757.The orthometric height was determined by differential leveling
 AL7757.and adjusted by the National Geodetic Survey in 1992..
 AL7757.No vertical observational check was made to the station.
 AL7757.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7757.was located on a no-check spur therefore a value was not computed.
 AL7757
 AL7757.This Tidal Bench Mark is designated as VM 7793
 AL7757.by the Center for Operational Oceanographic Products and Services.
 AL7757
 AL7757.The geoid height was determined by GEOID03.
 AL7757
 AL7757.The dynamic height is computed by dividing the NAVD 88
 AL7757.geopotential number by the normal gravity value computed on the
 AL7757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7757.degrees latitude (g = 980.6199 gals.).
 AL7757
 AL7757.The modeled gravity was interpolated from observed gravity values.
 AL7757
 AL7757;                    North         East    Units  Estimated Accuracy
 AL7757;SPC FL W     -   504,050.      138,190.      MT  (+/- 180 meters Scaled)
 AL7757
 AL7757                          SUPERSEDED SURVEY CONTROL
 AL7757
 AL7757.No superseded survey control is available for this station.
 AL7757
 AL7757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM406959(NAD 83)
 AL7757_MARKER: DJ = TIDAL STATION DISK
 AL7757_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7757_SP_SET: GALVANIZED STEEL ROD
 AL7757_STAMPING: 7336 D 1978
 AL7757_MARK LOGO: NOS   
 AL7757_PROJECTION: FLUSH
 AL7757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7757_ROD/PIPE-DEPTH: 4.88 meters
 AL7757
 AL7757  HISTORY     - Date     Condition        Report By
 AL7757  HISTORY     - 1978     MONUMENTED       NOS
 AL7757  HISTORY     - 1985     GOOD             FLDNR
 AL7757  HISTORY     - 19910214 GOOD             USPSQD
 AL7757  HISTORY     - 19940408 GOOD             USPSQD
 AL7757
 AL7757                          STATION DESCRIPTION
 AL7757
 AL7757'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7757'3.75 MI SW FROM CRYSTAL RIVER.
 AL7757'BEGIN AT THE JUNCTION OF STATE ROAD C-44 (FORT ISLAND ROAD) WITH U.S.
 AL7757'HIGHWAY 19, GO 2.4 MILES WESTERLY ON C-44 TO THE JUNCTION OF DIXIE
 AL7757'SHORES DRIVE, G0 1.1 MILES WEST AND SOUTH ON DIXIE SHORES DRIVE TO
 AL7757'ITS END AT BAYSHORE DRIVE, GO 0.25 MILE WEST ON BAYSHORE DRIVE TO THE
 AL7757'MARK.  THE MARK BEARS 12.4 FEET SOUTHWEST OF THE CENTERLINE OF
 AL7757'BAYSHORE DRIVE, 41.8 FEET SOUTH OF TELEPHONE POLE 040, 3 FEET
 AL7757'NORTHEAST OF POWER POLE 442408 WITH A WITNESS SIGN ATTACHED, AND IS
 AL7757'ON THE PROPERTY LINE BETWEEN HOUSES 11916 AND 11926.
 AL7757
 AL7757                          STATION RECOVERY (1991)
 AL7757
 AL7757'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7757'RECOVERED IN GOOD CONDITION.
 AL7757
 AL7757                          STATION RECOVERY (1994)
 AL7757
 AL7757'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7756 ***********************************************************************
 AL7756  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7756  DESIGNATION -  872 7336 E TIDAL
 AL7756  PID         -  AL7756
 AL7756  STATE/COUNTY-  FL/CITRUS
 AL7756  USGS QUAD   -  RED LEVEL (1992)
 AL7756
 AL7756                         *CURRENT SURVEY CONTROL
 AL7756  ___________________________________________________________________
 AL7756* NAD 83(1986)-  28 52 51.     (N)    082 37 58.     (W)     SCALED    
 AL7756* NAVD 88     -         1.312  (meters)       4.30   (feet)  POSTED    
 AL7756  ___________________________________________________________________
 AL7756  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AL7756  DYNAMIC HT  -           1.310 (meters)       4.30  (feet)  COMP
 AL7756  MODELED GRAV-     979,226.4   (mgal)                       NAVD 88
 AL7756
 AL7756  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7756
 AL7756.The horizontal coordinates were scaled from a topographic map and have
 AL7756.an estimated accuracy of +/- 6 seconds.
 AL7756
 AL7756.The orthometric height was determined by differential leveling
 AL7756.and adjusted by the National Geodetic Survey in 1992..
 AL7756.No vertical observational check was made to the station.
 AL7756.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7756.was located on a no-check spur therefore a value was not computed.
 AL7756
 AL7756.This Tidal Bench Mark is designated as VM 7794
 AL7756.by the Center for Operational Oceanographic Products and Services.
 AL7756
 AL7756.The geoid height was determined by GEOID03.
 AL7756
 AL7756.The dynamic height is computed by dividing the NAVD 88
 AL7756.geopotential number by the normal gravity value computed on the
 AL7756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7756.degrees latitude (g = 980.6199 gals.).
 AL7756
 AL7756.The modeled gravity was interpolated from observed gravity values.
 AL7756
 AL7756;                    North         East    Units  Estimated Accuracy
 AL7756;SPC FL W     -   503,990.      138,280.      MT  (+/- 180 meters Scaled)
 AL7756
 AL7756                          SUPERSEDED SURVEY CONTROL
 AL7756
 AL7756.No superseded survey control is available for this station.
 AL7756
 AL7756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM407958(NAD 83)
 AL7756_MARKER: DJ = TIDAL STATION DISK
 AL7756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7756_SP_SET: CONCRETE POST
 AL7756_STAMPING: 7336 E 1978
 AL7756_MARK LOGO: NOS   
 AL7756_PROJECTION: FLUSH
 AL7756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7756+STABILITY: SURFACE MOTION
 AL7756
 AL7756  HISTORY     - Date     Condition        Report By
 AL7756  HISTORY     - 1978     MONUMENTED       NOS
 AL7756  HISTORY     - 1985     GOOD             FLDNR
 AL7756  HISTORY     - 19910214 GOOD             USPSQD
 AL7756  HISTORY     - 19940408 GOOD             USPSQD
 AL7756
 AL7756                          STATION DESCRIPTION
 AL7756
 AL7756'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7756'3.7 MI SW FROM CRYSTAL RIVER.
 AL7756'BEGIN AT THE JUNCTION OF STATE ROAD C-44 (FORT ISLAND ROAD) WITH U.S.
 AL7756'HIGHWAY 19, GO 2.4 MILES WESTERLY ON C-44 TO THE JUNCTION OF DIXIE
 AL7756'SHORES DRIVE, G0 1.1 MILES WEST AND SOUTH ON DIXIE SHORES DRIVE TO
 AL7756'ITS END AT BAYSHORE DRIVE, GO 0.2 MILE WEST ON BAYSHORE DRIVE TO THE
 AL7756'MARK.  THE MARK BEARS 13 FEET SOUTHWEST OF THE CENTERLINE OF BAYSHORE
 AL7756'DRIVE, 79 FEET SOUTHWEST OF THE WEST CORNER OF HOUSE 11873, AND 2
 AL7756'FEET NORTHEAST OF POWER POLE 1446 WITH A WITNESS SIGN ATTACHED.
 AL7756'THE MARK IS ABOVE LEVEL WITH ROAD.
 AL7756
 AL7756                          STATION RECOVERY (1991)
 AL7756
 AL7756'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7756'RECOVERED IN GOOD CONDITION.
 AL7756
 AL7756                          STATION RECOVERY (1994)
 AL7756
 AL7756'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7755 ***********************************************************************
 AL7755  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7755  DESIGNATION -  872 7343 A TIDAL
 AL7755  PID         -  AL7755
 AL7755  STATE/COUNTY-  FL/CITRUS
 AL7755  USGS QUAD   -  CRYSTAL RIVER (1988)
 AL7755
 AL7755                         *CURRENT SURVEY CONTROL
 AL7755  ___________________________________________________________________
 AL7755* NAD 83(1986)-  28 53 56.     (N)    082 35 46.     (W)     SCALED    
 AL7755* NAVD 88     -         0.864  (meters)       2.83   (feet)  POSTED    
 AL7755  ___________________________________________________________________
 AL7755  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AL7755  DYNAMIC HT  -           0.860 (meters)       2.82  (feet)  COMP
 AL7755  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 AL7755
 AL7755  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7755
 AL7755.The horizontal coordinates were scaled from a topographic map and have
 AL7755.an estimated accuracy of +/- 6 seconds.
 AL7755
 AL7755.The orthometric height was determined by differential leveling
 AL7755.and adjusted by the National Geodetic Survey in 1992..
 AL7755.No vertical observational check was made to the station.
 AL7755.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7755.was located on a no-check spur therefore a value was not computed.
 AL7755
 AL7755.This Tidal Bench Mark is designated as VM 7795
 AL7755.by the Center for Operational Oceanographic Products and Services.
 AL7755
 AL7755.The geoid height was determined by GEOID03.
 AL7755
 AL7755.The dynamic height is computed by dividing the NAVD 88
 AL7755.geopotential number by the normal gravity value computed on the
 AL7755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7755.degrees latitude (g = 980.6199 gals.).
 AL7755
 AL7755.The modeled gravity was interpolated from observed gravity values.
 AL7755
 AL7755;                    North         East    Units  Estimated Accuracy
 AL7755;SPC FL W     -   505,970.      141,860.      MT  (+/- 180 meters Scaled)
 AL7755
 AL7755                          SUPERSEDED SURVEY CONTROL
 AL7755
 AL7755.No superseded survey control is available for this station.
 AL7755
 AL7755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM443978(NAD 83)
 AL7755_MARKER: DJ = TIDAL STATION DISK
 AL7755_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7755_SP_SET: CONCRETE WALKWAY
 AL7755_STAMPING: 7343 A 1978
 AL7755_MARK LOGO: NOS   
 AL7755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7755
 AL7755  HISTORY     - Date     Condition        Report By
 AL7755  HISTORY     - 1978     MONUMENTED       NOS
 AL7755  HISTORY     - 1985     GOOD             FLDNR
 AL7755  HISTORY     - 19900119 GOOD             USPSQD
 AL7755  HISTORY     - 19910214 GOOD             USPSQD
 AL7755  HISTORY     - 19940825 GOOD             USPSQD
 AL7755  HISTORY     - 20040111 MARK NOT FOUND   FLDEP
 AL7755
 AL7755                          STATION DESCRIPTION
 AL7755
 AL7755'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7755'IN CRYSTAL RIVER.
 AL7755'THE MARK IS 0.05 MILE WEST ALONG U.S. HIGHWAY 19/98 FROM THE CITY
 AL7755'HALL, AT KNOX BAIT HOUSE, SET IN THE CONCRETE WALKWAY ALONG THE EAST
 AL7755'SIDE OF THE BAIT HOUSE BUILDING, ABOUT 300 FEET SOUTH OF U.S. 19/98,
 AL7755'20 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 17.4 FEET
 AL7755'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 6.5 FEET WEST OF
 AL7755'THE EDGE OF THE BULKHEAD.
 AL7755
 AL7755                          STATION RECOVERY (1990)
 AL7755
 AL7755'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7755'RECOVERED IN GOOD CONDITION.
 AL7755
 AL7755                          STATION RECOVERY (1991)
 AL7755
 AL7755'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7755'RECOVERED IN GOOD CONDITION.
 AL7755
 AL7755                          STATION RECOVERY (1994)
 AL7755
 AL7755'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7755'RECOVERED IN GOOD CONDITION.
 AL7755
 AL7755                          STATION RECOVERY (2004)
 AL7755
 AL7755'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7755'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7754 ***********************************************************************
 AL7754  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7754  DESIGNATION -  872 7343 B TIDAL
 AL7754  PID         -  AL7754
 AL7754  STATE/COUNTY-  FL/CITRUS
 AL7754  USGS QUAD   -  CRYSTAL RIVER (1988)
 AL7754
 AL7754                         *CURRENT SURVEY CONTROL
 AL7754  ___________________________________________________________________
 AL7754* NAD 83(1986)-  28 53 58.     (N)    082 35 46.     (W)     SCALED    
 AL7754* NAVD 88     -         1.549  (meters)       5.08   (feet)  ADJUSTED  
 AL7754  ___________________________________________________________________
 AL7754  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AL7754  DYNAMIC HT  -           1.546 (meters)       5.07  (feet)  COMP
 AL7754  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 AL7754
 AL7754  VERT ORDER  -  FIRST     CLASS II
 AL7754
 AL7754.The horizontal coordinates were scaled from a topographic map and have
 AL7754.an estimated accuracy of +/- 6 seconds.
 AL7754
 AL7754.The orthometric height was determined by differential leveling
 AL7754.and adjusted by the National Geodetic Survey in January 2006..
 AL7754.No vertical observational check was made to the station.
 AL7754
 AL7754.This Tidal Bench Mark is designated as VM 7796
 AL7754.by the Center for Operational Oceanographic Products and Services.
 AL7754
 AL7754.Photographs are available for this station.
 AL7754
 AL7754.The geoid height was determined by GEOID03.
 AL7754
 AL7754.The dynamic height is computed by dividing the NAVD 88
 AL7754.geopotential number by the normal gravity value computed on the
 AL7754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7754.degrees latitude (g = 980.6199 gals.).
 AL7754
 AL7754.The modeled gravity was interpolated from observed gravity values.
 AL7754
 AL7754;                    North         East    Units  Estimated Accuracy
 AL7754;SPC FL W     -   506,030.      141,860.      MT  (+/- 180 meters Scaled)
 AL7754
 AL7754                          SUPERSEDED SURVEY CONTROL
 AL7754
 AL7754  NAVD 88 (??/??/92)    1.514  (m)            4.97   (f) UNKNOWN     3 0
 AL7754
 AL7754.Superseded values are not recommended for survey control.
 AL7754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7754.See file dsdata.txt to determine how the superseded data were derived.
 AL7754
 AL7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM443978(NAD 83)
 AL7754_MARKER: DJ = TIDAL STATION DISK
 AL7754_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7754_SP_SET: GALVANIZED STEEL ROD
 AL7754_STAMPING: 7343 B 1978
 AL7754_MARK LOGO: NOS   
 AL7754_PROJECTION: FLUSH
 AL7754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7754+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 AL7754_ROD/PIPE-DEPTH:  7.4 meters
 AL7754
 AL7754  HISTORY     - Date     Condition        Report By
 AL7754  HISTORY     - 1978     MONUMENTED       NOS
 AL7754  HISTORY     - 1985     GOOD             FLDNR
 AL7754  HISTORY     - 19900119 POOR             USPSQD
 AL7754  HISTORY     - 19910214 POOR             USPSQD
 AL7754  HISTORY     - 19940825 GOOD             USPSQD
 AL7754  HISTORY     - 20040111 POOR             FLDEP
 AL7754
 AL7754                          STATION DESCRIPTION
 AL7754
 AL7754'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7754'IN CRYSTAL RIVER.
 AL7754'THE MARK IS 0.05 MILE WEST OF CITY HALL, 48.5 FEET SOUTH OF THE
 AL7754'CENTERLINE OF U.S. HIGHWAY 19/98, 45 FEET EAST OF THE CENTERLINE OF
 AL7754'THE ENTRANCE DRIVE TO KNOX BAIT HOUSE, 36.6 FEET NORTHWEST OF THE
 AL7754'NORTHWEST CORNER OF THE OLD OYSTER BAR RESTAURANT, AND 2.9 FEET SOUTH
 AL7754'OF POWER POLE 100928-076007.
 AL7754
 AL7754                          STATION RECOVERY (1990)
 AL7754
 AL7754'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7754'MARK RECOVERED IN POOR CONDITION.
 AL7754
 AL7754                          STATION RECOVERY (1991)
 AL7754
 AL7754'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7754'MARK RECOVERED IN POOR CONDITION.
 AL7754
 AL7754                          STATION RECOVERY (1994)
 AL7754
 AL7754'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7754'RECOVERED IN GOOD CONDITION.
 AL7754
 AL7754                          STATION RECOVERY (2004)
 AL7754
 AL7754'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7754'THE MARK WAS FOUND IN POOR CONDITION.
 AL7754' 
 AL7754'NOTE CONCRETE AND PVC HAVE BEEN HIT AND MOVED AND THE DISK IS SCRAPED
 AL7754'AND BENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7753 ***********************************************************************
 AL7753  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7753  DESIGNATION -  872 7343 C TIDAL
 AL7753  PID         -  AL7753
 AL7753  STATE/COUNTY-  FL/CITRUS
 AL7753  USGS QUAD   -  CRYSTAL RIVER (1988)
 AL7753
 AL7753                         *CURRENT SURVEY CONTROL
 AL7753  ___________________________________________________________________
 AL7753* NAD 83(1986)-  28 53 59.     (N)    082 35 43.     (W)     SCALED    
 AL7753* NAVD 88     -         1.279  (meters)       4.20   (feet)  ADJUSTED  
 AL7753  ___________________________________________________________________
 AL7753  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AL7753  DYNAMIC HT  -           1.277 (meters)       4.19  (feet)  COMP
 AL7753  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 AL7753
 AL7753  VERT ORDER  -  FIRST     CLASS II
 AL7753
 AL7753.The horizontal coordinates were scaled from a topographic map and have
 AL7753.an estimated accuracy of +/- 6 seconds.
 AL7753
 AL7753.The orthometric height was determined by differential leveling
 AL7753.and adjusted by the National Geodetic Survey in January 2006..
 AL7753.No vertical observational check was made to the station.
 AL7753
 AL7753.This Tidal Bench Mark is designated as VM 7797
 AL7753.by the Center for Operational Oceanographic Products and Services.
 AL7753
 AL7753.Photographs are available for this station.
 AL7753
 AL7753.The geoid height was determined by GEOID03.
 AL7753
 AL7753.The dynamic height is computed by dividing the NAVD 88
 AL7753.geopotential number by the normal gravity value computed on the
 AL7753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7753.degrees latitude (g = 980.6199 gals.).
 AL7753
 AL7753.The modeled gravity was interpolated from observed gravity values.
 AL7753
 AL7753;                    North         East    Units  Estimated Accuracy
 AL7753;SPC FL W     -   506,060.      141,940.      MT  (+/- 180 meters Scaled)
 AL7753
 AL7753                          SUPERSEDED SURVEY CONTROL
 AL7753
 AL7753  NAVD 88 (??/??/92)    1.243  (m)            4.08   (f) UNKNOWN     3 0
 AL7753
 AL7753.Superseded values are not recommended for survey control.
 AL7753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7753.See file dsdata.txt to determine how the superseded data were derived.
 AL7753
 AL7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM444979(NAD 83)
 AL7753_MARKER: DJ = TIDAL STATION DISK
 AL7753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7753_SP_SET: CULVERT HEADWALL
 AL7753_STAMPING: 7343 C 1978
 AL7753_MARK LOGO: NOS   
 AL7753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7753+STABILITY: SURFACE MOTION
 AL7753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7753+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 AL7753
 AL7753  HISTORY     - Date     Condition        Report By
 AL7753  HISTORY     - 1978     MONUMENTED       NOS
 AL7753  HISTORY     - 1985     GOOD             FLDNR
 AL7753  HISTORY     - 19900119 GOOD             USPSQD
 AL7753  HISTORY     - 19910214 GOOD             USPSQD
 AL7753  HISTORY     - 19940825 GOOD             USPSQD
 AL7753  HISTORY     - 20040111 GOOD             FLDEP
 AL7753
 AL7753                          STATION DESCRIPTION
 AL7753
 AL7753'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7753'IN CRYSTAL RIVER.
 AL7753'THE MARK IS AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND 2ND AVENUE
 AL7753'NW, 50.8 FEET NORTH OF THE CENTERLINE OF U.S. 19/98, 42 FEET WEST OF
 AL7753'THE CENTERLINE OF 2ND AVENUE, 0.8 FOOT NORTH OF A WITNESS POST, AND
 AL7753'IS SET IN THE TOP OF THE EAST END OF A CULVERT HEADWALL.
 AL7753'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AL7753
 AL7753                          STATION RECOVERY (1990)
 AL7753
 AL7753'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7753'RECOVERED IN GOOD CONDITION.
 AL7753
 AL7753                          STATION RECOVERY (1991)
 AL7753
 AL7753'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7753'RECOVERED IN GOOD CONDITION.
 AL7753
 AL7753                          STATION RECOVERY (1994)
 AL7753
 AL7753'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7753'RECOVERED IN GOOD CONDITION.
 AL7753
 AL7753                          STATION RECOVERY (2004)
 AL7753
 AL7753'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7752 ***********************************************************************
 AL7752  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7752  DESIGNATION -  872 7343 D TIDAL
 AL7752  PID         -  AL7752
 AL7752  STATE/COUNTY-  FL/CITRUS
 AL7752  USGS QUAD   -  CRYSTAL RIVER (1988)
 AL7752
 AL7752                         *CURRENT SURVEY CONTROL
 AL7752  ___________________________________________________________________
 AL7752* NAD 83(1986)-  28 53 59.     (N)    082 35 38.     (W)     SCALED    
 AL7752* NAVD 88     -         1.407  (meters)       4.62   (feet)  ADJUSTED  
 AL7752  ___________________________________________________________________
 AL7752  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AL7752  DYNAMIC HT  -           1.405 (meters)       4.61  (feet)  COMP
 AL7752  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 AL7752
 AL7752  VERT ORDER  -  FIRST     CLASS II
 AL7752
 AL7752.The horizontal coordinates were scaled from a topographic map and have
 AL7752.an estimated accuracy of +/- 6 seconds.
 AL7752
 AL7752.The orthometric height was determined by differential leveling
 AL7752.and adjusted by the National Geodetic Survey in January 2006..
 AL7752.No vertical observational check was made to the station.
 AL7752
 AL7752.This Tidal Bench Mark is designated as VM 7798
 AL7752.by the Center for Operational Oceanographic Products and Services.
 AL7752
 AL7752.Photographs are available for this station.
 AL7752
 AL7752.The geoid height was determined by GEOID03.
 AL7752
 AL7752.The dynamic height is computed by dividing the NAVD 88
 AL7752.geopotential number by the normal gravity value computed on the
 AL7752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7752.degrees latitude (g = 980.6199 gals.).
 AL7752
 AL7752.The modeled gravity was interpolated from observed gravity values.
 AL7752
 AL7752;                    North         East    Units  Estimated Accuracy
 AL7752;SPC FL W     -   506,060.      142,080.      MT  (+/- 180 meters Scaled)
 AL7752
 AL7752                          SUPERSEDED SURVEY CONTROL
 AL7752
 AL7752  NAVD 88 (??/??/92)    1.373  (m)            4.50   (f) UNKNOWN     3 0
 AL7752
 AL7752.Superseded values are not recommended for survey control.
 AL7752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7752.See file dsdata.txt to determine how the superseded data were derived.
 AL7752
 AL7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM445979(NAD 83)
 AL7752_MARKER: DJ = TIDAL STATION DISK
 AL7752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7752_SP_SET: CONCRETE POST
 AL7752_STAMPING: 7343 D 1978
 AL7752_MARK LOGO: NOS   
 AL7752_PROJECTION: RECESSED 3 CENTIMETERS
 AL7752_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7752+STABILITY: SURFACE MOTION
 AL7752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7752+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 AL7752
 AL7752  HISTORY     - Date     Condition        Report By
 AL7752  HISTORY     - 1978     MONUMENTED       NOS
 AL7752  HISTORY     - 1985     GOOD             FLDNR
 AL7752  HISTORY     - 19900119 GOOD             USPSQD
 AL7752  HISTORY     - 19910214 GOOD             USPSQD
 AL7752  HISTORY     - 19940825 GOOD             USPSQD
 AL7752  HISTORY     - 20040111 GOOD             FLDEP
 AL7752
 AL7752                          STATION DESCRIPTION
 AL7752
 AL7752'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7752'IN CRYSTAL RIVER.
 AL7752'THE MARK IS AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND 1ST AVENUE
 AL7752'NW, 40 FEET NORTH OF THE CENTERLINE OF U.S. 19/98, 36 FEET EAST OF
 AL7752'THE CENTERLINE OF 1ST AVENUE, 109 FEET SOUTH OF THE SOUTHWEST CORNER
 AL7752'OF A SHOPPING CENTER, AND 1 FOOT NORTH OF POWER POLE 100993-076017
 AL7752'WITH A WITNESS SIGN ATTACHED.
 AL7752
 AL7752                          STATION RECOVERY (1990)
 AL7752
 AL7752'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7752'RECOVERED IN GOOD CONDITION.
 AL7752
 AL7752                          STATION RECOVERY (1991)
 AL7752
 AL7752'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7752'RECOVERED IN GOOD CONDITION.
 AL7752
 AL7752                          STATION RECOVERY (1994)
 AL7752
 AL7752'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7752'RECOVERED IN GOOD CONDITION.
 AL7752
 AL7752                          STATION RECOVERY (2004)
 AL7752
 AL7752'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7752'THE MARK IS IN CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE
 AL7752'17 EAST.
 AL7752' 
 AL7752'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY
 AL7752'19, 98 IN CRYSTAL  RIVER, GO NORTHWEST ON U.S. HIGHWAY 19, 98 FOR 0.5
 AL7752'MI TO THE INTERSECTION OF NORTHWEST  1ST AVENUE AND THE MARK ON THE
 AL7752'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT  RECESSED 0.1 FT
 AL7752'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 19, 98.
 AL7752' 
 AL7752'LOCATED 35.0 FT EAST OF THE APPROXIMATE CENTERLINE OF NORTHWEST 1ST
 AL7752'AVENUE, 25.7 FT  NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 AL7752'19, 98, 2.0 FT NORTH OF A METAL  WITNESS POST, 1.2 FT SOUTH OF THE
 AL7752'SOUTH EDGE OF A SIDEWALK AND 1.0 FT NORTH OF POWER  POLE NUMBER
 AL7752'6033165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7751 ***********************************************************************
 AL7751  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7751  DESIGNATION -  872 7348 A TIDAL
 AL7751  PID         -  AL7751
 AL7751  STATE/COUNTY-  FL/CITRUS
 AL7751  USGS QUAD   -  RED LEVEL (1992)
 AL7751
 AL7751                         *CURRENT SURVEY CONTROL
 AL7751  ___________________________________________________________________
 AL7751* NAD 83(1986)-  28 53 57.     (N)    082 38 25.     (W)     SCALED    
 AL7751* NAVD 88     -         0.928  (meters)       3.04   (feet)  POSTED    
 AL7751  ___________________________________________________________________
 AL7751  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AL7751  DYNAMIC HT  -           0.930 (meters)       3.05  (feet)  COMP
 AL7751  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 AL7751
 AL7751  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7751
 AL7751.The horizontal coordinates were scaled from a topographic map and have
 AL7751.an estimated accuracy of +/- 6 seconds.
 AL7751
 AL7751.The orthometric height was determined by differential leveling
 AL7751.and adjusted by the National Geodetic Survey in 1992..
 AL7751.No vertical observational check was made to the station.
 AL7751.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7751.was located on a no-check spur therefore a value was not computed.
 AL7751
 AL7751.This Tidal Bench Mark is designated as VM 7805
 AL7751.by the Center for Operational Oceanographic Products and Services.
 AL7751
 AL7751.The geoid height was determined by GEOID03.
 AL7751
 AL7751.The dynamic height is computed by dividing the NAVD 88
 AL7751.geopotential number by the normal gravity value computed on the
 AL7751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7751.degrees latitude (g = 980.6199 gals.).
 AL7751
 AL7751.The modeled gravity was interpolated from observed gravity values.
 AL7751
 AL7751;                    North         East    Units  Estimated Accuracy
 AL7751;SPC FL W     -   506,020.      137,560.      MT  (+/- 180 meters Scaled)
 AL7751
 AL7751                          SUPERSEDED SURVEY CONTROL
 AL7751
 AL7751.No superseded survey control is available for this station.
 AL7751
 AL7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM400979(NAD 83)
 AL7751_MARKER: DJ = TIDAL STATION DISK
 AL7751_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AL7751_SP_SET: GALVANIZED STEEL ROD
 AL7751_STAMPING: 7348 A 1978
 AL7751_MARK LOGO: NOS   
 AL7751_PROJECTION: PROJECTING 5 CENTIMETERS
 AL7751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7751_ROD/PIPE-DEPTH: 4.27 meters
 AL7751
 AL7751  HISTORY     - Date     Condition        Report By
 AL7751  HISTORY     - 1978     MONUMENTED       NOS
 AL7751  HISTORY     - 1985     GOOD             FLDNR
 AL7751  HISTORY     - 19910214 GOOD             USPSQD
 AL7751  HISTORY     - 19910411 MARK NOT FOUND   USPSQD
 AL7751  HISTORY     - 19960205 MARK NOT FOUND   USPSQD
 AL7751
 AL7751                          STATION DESCRIPTION
 AL7751
 AL7751'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7751'5.3 MI WEST FROM CRYSTAL RIVER.
 AL7751'BEGIN AT THE JUNCTION OF STATE ROAD C-44 (FORT ISLAND ROAD) WITH U.S.
 AL7751'HIGHWAY 19, GO 5.3 MILES WESTERLY ON C-44 TO THE JUNCTION OF
 AL7751'SEABREEZE POINT AND THE MARK.  THE MARK BEARS 25.3 FEET NORTHWEST OF
 AL7751'THE CENTERLINE OF C-44, 22.5 FEET SOUTHWEST OF THE CENTERLINE OF
 AL7751'SEABREEZE POINT, 15 FEET SOUTHEAST OF THE SIGN FOR TWIN RIVERS
 AL7751'MARINA, AND 2 FEET NORTHWEST OF POWER POLE 003 WITH A WITNESS SIGN
 AL7751'ATTACHED.
 AL7751'THE MARK IS 3 FT BELOW HIGHWAY.
 AL7751
 AL7751                          STATION RECOVERY (1991)
 AL7751
 AL7751'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7751'RECOVERED IN GOOD CONDITION.
 AL7751
 AL7751                          STATION RECOVERY (1991)
 AL7751
 AL7751'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AL7751'MARK NOT FOUND.
 AL7751
 AL7751                          STATION RECOVERY (1996)
 AL7751
 AL7751'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL7751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7280 ***********************************************************************
 AL7280  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7280  DESIGNATION -  872 7348 TIDAL 1
 AL7280  PID         -  AL7280
 AL7280  STATE/COUNTY-  FL/CITRUS
 AL7280  USGS QUAD   -  RED LEVEL (1992)
 AL7280
 AL7280                         *CURRENT SURVEY CONTROL
 AL7280  ___________________________________________________________________
 AL7280* NAD 83(1986)-  28 54 16.     (N)    082 38 25.     (W)     SCALED    
 AL7280* NAVD 88     -         0.501  (meters)       1.64   (feet)  POSTED    
 AL7280  ___________________________________________________________________
 AL7280  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AL7280  DYNAMIC HT  -           0.500 (meters)       1.64  (feet)  COMP
 AL7280  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AL7280
 AL7280  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AL7280
 AL7280.The horizontal coordinates were scaled from a topographic map and have
 AL7280.an estimated accuracy of +/- 6 seconds.
 AL7280
 AL7280.The orthometric height was determined by differential leveling
 AL7280.and adjusted by the National Geodetic Survey in 1992..
 AL7280.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AL7280.rate greater than 8.0 mm/km.
 AL7280
 AL7280.This Tidal Bench Mark is designated as VM 7800
 AL7280.by the Center for Operational Oceanographic Products and Services.
 AL7280
 AL7280.The geoid height was determined by GEOID03.
 AL7280
 AL7280.The dynamic height is computed by dividing the NAVD 88
 AL7280.geopotential number by the normal gravity value computed on the
 AL7280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7280.degrees latitude (g = 980.6199 gals.).
 AL7280
 AL7280.The modeled gravity was interpolated from observed gravity values.
 AL7280
 AL7280;                    North         East    Units  Estimated Accuracy
 AL7280;SPC FL W     -   506,610.      137,560.      MT  (+/- 180 meters Scaled)
 AL7280
 AL7280                          SUPERSEDED SURVEY CONTROL
 AL7280
 AL7280.No superseded survey control is available for this station.
 AL7280
 AL7280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM400985(NAD 83)
 AL7280_MARKER: DJ = TIDAL STATION DISK
 AL7280_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7280+WITH SETTING: PAVEMENT
 AL7280_SP_SET: BOAT RAMP
 AL7280_STAMPING: 1 1973
 AL7280_MARK LOGO: NOS   
 AL7280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7280+STABILITY: SURFACE MOTION
 AL7280
 AL7280  HISTORY     - Date     Condition        Report By
 AL7280  HISTORY     - 1973     MONUMENTED       NOS
 AL7280  HISTORY     - 1977     GOOD             FLDNR
 AL7280  HISTORY     - 1985     GOOD             FLDNR
 AL7280  HISTORY     - 1989     POOR             USPSQD
 AL7280  HISTORY     - 19900123 MARK NOT FOUND   USPSQD
 AL7280  HISTORY     - 19910214 MARK NOT FOUND   USPSQD
 AL7280
 AL7280                          STATION DESCRIPTION
 AL7280
 AL7280'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7280'6 MI SW FROM CRYSTAL RIVER.
 AL7280'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7280'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98,
 AL7280'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT,AND
 AL7280'ANOTHER ROAD GOING WEST TO PARADISE POINT, THENCE SOUTHWEST ALONG
 AL7280'STATE ROAD 44 , 2.4 MILES TO THE INTERSECTION WITH SUNCOAST BOULEVARD,
 AL7280'PROCEED NORTHWESTERLY ALONG STATE ROAD 44, 2.3 MILES TO TWIN RIVERS
 AL7280'MARINA ROAD, THENCE NORTH ALONG TWIN RIVERS MARINA ROAD 0.2 MILES
 AL7280'TO THE MARINA. THE MARK BEARS 32 FEET NORTHEAST OF THE NORTHEAST SIDE
 AL7280'OF THE MARINA BOAT SHED, 175 FEET SOUTHEAST OF THE SALT RIVER,
 AL7280'1.5 FEET SOUTHWEST OF A SEAWALL, 26 FEET NORTHEAST OF POWER POLE
 AL7280'NUMBER 400606, SET FLUSH IN THE TOP OF THE CONCRETE BOAT RAMP.
 AL7280
 AL7280                          STATION RECOVERY (1985)
 AL7280
 AL7280'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7280'RECOVERED IN GOOD CONDITION EXCEPT CHANGE 2.3 MILES TO 2.9 MILES AND
 AL7280'0.2 MILE TO 0.4 MILE.
 AL7280
 AL7280                          STATION RECOVERY (1989)
 AL7280
 AL7280'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 AL7280'MARK RECOVERED IN POOR CONDITION.
 AL7280
 AL7280                          STATION RECOVERY (1990)
 AL7280
 AL7280'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7280'MARK NOT FOUND.
 AL7280
 AL7280                          STATION RECOVERY (1991)
 AL7280
 AL7280'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7279 ***********************************************************************
 AL7279  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7279  DESIGNATION -  872 7348 TIDAL 2
 AL7279  PID         -  AL7279
 AL7279  STATE/COUNTY-  FL/CITRUS
 AL7279  USGS QUAD   -  RED LEVEL (1992)
 AL7279
 AL7279                         *CURRENT SURVEY CONTROL
 AL7279  ___________________________________________________________________
 AL7279* NAD 83(1986)-  28 54 16.     (N)    082 38 26.     (W)     SCALED    
 AL7279* NAVD 88     -         1.308  (meters)       4.29   (feet)  POSTED    
 AL7279  ___________________________________________________________________
 AL7279  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AL7279  DYNAMIC HT  -           1.310 (meters)       4.30  (feet)  COMP
 AL7279  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AL7279
 AL7279  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AL7279
 AL7279.The horizontal coordinates were scaled from a topographic map and have
 AL7279.an estimated accuracy of +/- 6 seconds.
 AL7279
 AL7279.The orthometric height was determined by differential leveling
 AL7279.and adjusted by the National Geodetic Survey in 1992..
 AL7279.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AL7279.rate greater than 8.0 mm/km.
 AL7279
 AL7279.This Tidal Bench Mark is designated as VM 7801
 AL7279.by the Center for Operational Oceanographic Products and Services.
 AL7279
 AL7279.The geoid height was determined by GEOID03.
 AL7279
 AL7279.The dynamic height is computed by dividing the NAVD 88
 AL7279.geopotential number by the normal gravity value computed on the
 AL7279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7279.degrees latitude (g = 980.6199 gals.).
 AL7279
 AL7279.The modeled gravity was interpolated from observed gravity values.
 AL7279
 AL7279;                    North         East    Units  Estimated Accuracy
 AL7279;SPC FL W     -   506,610.      137,530.      MT  (+/- 180 meters Scaled)
 AL7279
 AL7279                          SUPERSEDED SURVEY CONTROL
 AL7279
 AL7279.No superseded survey control is available for this station.
 AL7279
 AL7279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM400985(NAD 83)
 AL7279_MARKER: DJ = TIDAL STATION DISK
 AL7279_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7279+WITH SETTING: PAVEMENT
 AL7279_SP_SET: CONCRETE FLOOR FOR BOAT SHED
 AL7279_STAMPING: 2 1973
 AL7279_MARK LOGO: NOS   
 AL7279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7279+STABILITY: SURFACE MOTION
 AL7279
 AL7279  HISTORY     - Date     Condition        Report By
 AL7279  HISTORY     - 1973     MONUMENTED       NOS
 AL7279  HISTORY     - 1977     GOOD             FLDNR
 AL7279  HISTORY     - 1985     GOOD             FLDNR
 AL7279  HISTORY     - 1989     GOOD             USPSQD
 AL7279  HISTORY     - 19900123 GOOD             USPSQD
 AL7279  HISTORY     - 19910214 GOOD             USPSQD
 AL7279  HISTORY     - 19941118 GOOD             USPSQD
 AL7279
 AL7279                          STATION DESCRIPTION
 AL7279
 AL7279'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7279'IN CRYSTAL RIVER.
 AL7279'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7279'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98,
 AL7279'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT , AND
 AL7279'ANOTHER ROAD GOING WEST TO PARADISE POINT, THENCE SOUTHWEST ALONG
 AL7279'STATE ROAD 44 2.4 MILES TO THE INTERSECTION WITH SUNCOAST BOULEVARD,
 AL7279'PROCEED NORTHWESTERLY ALONG STATE ROAD 44, 2.3 MILES TO TWIN
 AL7279'MARINA ROAD, THENCE NORTH ALONG TWIN MARINA ROAD 0.2 MILES TO THE
 AL7279'MARINA. THE MARK BEARS 3 FEET INSIDE THE BOAT SHED DOOR, 1 FOOT ABOVE
 AL7279'THE RAMP, SET FLUSH IN THE TOP SOUTH CORNER OF A CONCRETE BASE.
 AL7279'MARK IS AN NOS TIDAL BENCH MARK.
 AL7279
 AL7279                          STATION RECOVERY (1985)
 AL7279
 AL7279'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7279'RECOVERED IN GOOD CONDITON EXCEPT CHANGE 2.3 MILES TO 2.9 MILES AND
 AL7279'0.2 MILE TO 0.4 MILE.
 AL7279
 AL7279                          STATION RECOVERY (1989)
 AL7279
 AL7279'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 AL7279'RECOVERED IN GOOD CONDITION.
 AL7279
 AL7279                          STATION RECOVERY (1990)
 AL7279
 AL7279'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7279'RECOVERED IN GOOD CONDITION.
 AL7279
 AL7279                          STATION RECOVERY (1991)
 AL7279
 AL7279'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7279'RECOVERED IN GOOD CONDITION.
 AL7279
 AL7279                          STATION RECOVERY (1994)
 AL7279
 AL7279'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7698 ***********************************************************************
 AL7698  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7698  DESIGNATION -  872 7386 A TIDAL
 AL7698  PID         -  AL7698
 AL7698  STATE/COUNTY-  FL/CITRUS
 AL7698  USGS QUAD   -  RED LEVEL (1992)
 AL7698
 AL7698                         *CURRENT SURVEY CONTROL
 AL7698  ___________________________________________________________________
 AL7698* NAD 83(1986)-  28 57 39.     (N)    082 43 20.     (W)     SCALED    
 AL7698* NAVD 88     -         1.216  (meters)       3.99   (feet)  POSTED    
 AL7698  ___________________________________________________________________
 AL7698  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AL7698  DYNAMIC HT  -           1.210 (meters)       3.97  (feet)  COMP
 AL7698  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AL7698
 AL7698  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7698
 AL7698.The horizontal coordinates were scaled from a topographic map and have
 AL7698.an estimated accuracy of +/- 6 seconds.
 AL7698
 AL7698.The orthometric height was determined by differential leveling
 AL7698.and adjusted by the National Geodetic Survey in 1992..
 AL7698.No vertical observational check was made to the station.
 AL7698.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7698.was located on a no-check spur therefore a value was not computed.
 AL7698
 AL7698.This Tidal Bench Mark is designated as VM 8179
 AL7698.by the Center for Operational Oceanographic Products and Services.
 AL7698
 AL7698.The geoid height was determined by GEOID03.
 AL7698
 AL7698.The dynamic height is computed by dividing the NAVD 88
 AL7698.geopotential number by the normal gravity value computed on the
 AL7698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7698.degrees latitude (g = 980.6199 gals.).
 AL7698
 AL7698.The modeled gravity was interpolated from observed gravity values.
 AL7698
 AL7698;                    North         East    Units  Estimated Accuracy
 AL7698;SPC FL W     -   512,900.      129,600.      MT  (+/- 180 meters Scaled)
 AL7698
 AL7698                          SUPERSEDED SURVEY CONTROL
 AL7698
 AL7698.No superseded survey control is available for this station.
 AL7698
 AL7698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN321048(NAD 83)
 AL7698_MARKER: DJ = TIDAL STATION DISK
 AL7698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AL7698+WITH SETTING: PAVEMENT
 AL7698_SP_SET: CONCRETE RAMP
 AL7698_STAMPING: 7386 A 1978
 AL7698_MARK LOGO: NOS   
 AL7698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7698+STABILITY: SURFACE MOTION
 AL7698
 AL7698  HISTORY     - Date     Condition        Report By
 AL7698  HISTORY     - 1978     MONUMENTED       NOS
 AL7698  HISTORY     - 1985     GOOD             FLDNR
 AL7698  HISTORY     - 19900119 MARK NOT FOUND   USPSQD
 AL7698  HISTORY     - 19910204 MARK NOT FOUND   USPSQD
 AL7698  HISTORY     - 19940715 GOOD             USPSQD
 AL7698
 AL7698                          STATION DESCRIPTION
 AL7698
 AL7698'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7698'6.45 MI WSW FROM RED LEVEL.
 AL7698'BEGIN AT THE JUNCTION OF STATE ROAD 488 WITH U.S. HIGHWAY 19, GO
 AL7698'0.75 MILE SOUTH ON U.S. 19 TO THE JUNCTION OF POWER LINE ROAD, GO
 AL7698'3.8 MILES WEST ON POWER LINE ROAD TO THE JUNCTION OF A PAVED ROAD
 AL7698'LEADING NORTH AND WEST TO THE ASH SILO AT THE CRYSTAL RIVER POWER
 AL7698'PLANT, GO 0.75 MILE ON THE PAVED ROAD TO THE END OF THE PAVEMENT AT
 AL7698'THE ASH SILO, CONTINUE 1.15 MILES WEST ON THE DIRT ROAD ALONG THE
 AL7698'NORTH SIDE OF THE DREDGED CANAL TO ITS END AT A BOAT RAMP AND THE
 AL7698'MARK VICINITY.  THE MARK IS SET AT THE NORTH END OF THE ABANDONED
 AL7698'CONCRETE BOAT RAMP, 45 FEET WEST OF THE NORTHWEST CORNER OF THE NEW
 AL7698'BOAT RAMP, 59 FEET NORTH OF THE NORTH BANK OF THE CANAL,AND 87 FEET
 AL7698'EAST OF THE WEST EDGE OF THE LEVEE.
 AL7698
 AL7698                          STATION RECOVERY (1990)
 AL7698
 AL7698'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7698'MARK NOT FOUND.
 AL7698
 AL7698                          STATION RECOVERY (1991)
 AL7698
 AL7698'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7698'MARK NOT FOUND.
 AL7698
 AL7698                          STATION RECOVERY (1994)
 AL7698
 AL7698'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7699 ***********************************************************************
 AL7699  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7699  DESIGNATION -  872 7386 B TIDAL
 AL7699  PID         -  AL7699
 AL7699  STATE/COUNTY-  FL/CITRUS
 AL7699  USGS QUAD   -  RED LEVEL (1992)
 AL7699
 AL7699                         *CURRENT SURVEY CONTROL
 AL7699  ___________________________________________________________________
 AL7699* NAD 83(1986)-  28 57 39.     (N)    082 43 20.     (W)     SCALED    
 AL7699* NAVD 88     -         1.283  (meters)       4.21   (feet)  POSTED    
 AL7699  ___________________________________________________________________
 AL7699  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AL7699  DYNAMIC HT  -           1.280 (meters)       4.20  (feet)  COMP
 AL7699  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AL7699
 AL7699  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7699
 AL7699.The horizontal coordinates were scaled from a topographic map and have
 AL7699.an estimated accuracy of +/- 6 seconds.
 AL7699
 AL7699.The orthometric height was determined by differential leveling
 AL7699.and adjusted by the National Geodetic Survey in 1992..
 AL7699.No vertical observational check was made to the station.
 AL7699.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7699.was located on a no-check spur therefore a value was not computed.
 AL7699
 AL7699.This Tidal Bench Mark is designated as VM 8180
 AL7699.by the Center for Operational Oceanographic Products and Services.
 AL7699
 AL7699.The geoid height was determined by GEOID03.
 AL7699
 AL7699.The dynamic height is computed by dividing the NAVD 88
 AL7699.geopotential number by the normal gravity value computed on the
 AL7699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7699.degrees latitude (g = 980.6199 gals.).
 AL7699
 AL7699.The modeled gravity was interpolated from observed gravity values.
 AL7699
 AL7699;                    North         East    Units  Estimated Accuracy
 AL7699;SPC FL W     -   512,900.      129,600.      MT  (+/- 180 meters Scaled)
 AL7699
 AL7699                          SUPERSEDED SURVEY CONTROL
 AL7699
 AL7699.No superseded survey control is available for this station.
 AL7699
 AL7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN321048(NAD 83)
 AL7699_MARKER: DJ = TIDAL STATION DISK
 AL7699_SETTING: 66 = SET IN ROCK OUTCROP
 AL7699_SP_SET: ROCK OUTCROP
 AL7699_STAMPING: 7386 B 1978
 AL7699_MARK LOGO: NOS   
 AL7699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AL7699+STABILITY: POSITION/ELEVATION WELL
 AL7699
 AL7699  HISTORY     - Date     Condition        Report By
 AL7699  HISTORY     - 1978     MONUMENTED       NOS
 AL7699  HISTORY     - 1985     GOOD             FLDNR
 AL7699  HISTORY     - 19900119 GOOD             USPSQD
 AL7699  HISTORY     - 19910204 GOOD             USPSQD
 AL7699  HISTORY     - 19940715 GOOD             USPSQD
 AL7699
 AL7699                          STATION DESCRIPTION
 AL7699
 AL7699'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7699'6.45 MI WSW FROM RED LEVEL.
 AL7699'BEGIN AT THE JUNCTION OF STATE ROAD 488 WITH U.S. HIGHWAY 19, GO
 AL7699'0.75 MILE SOUTH ON U.S. 19 TO THE JUNCTION OF POWER LINE ROAD, GO
 AL7699'3.8 MILES WEST ON POWER LINE ROAD TO THE JUNCTION OF A PAVED ROAD
 AL7699'LEADING NORTH AND WEST TO THE ASH SILO AT THE CRYSTAL RIVER POWER
 AL7699'PLANT, GO 0.75 MILE ON THE PAVED ROAD TO THE END OF THE PAVEMENT AT
 AL7699'THE ASH SILO, CONTINUE 1.15 MILES WEST ON THE DIRT ROAD ALONG THE
 AL7699'NORTH SIDE OF THE DREDGED CANAL TO ITS END AT A BOAT RAMP AND THE
 AL7699'MARK VICINITY.  THE MARK IS SET IN A ROCK OUTCROPPING, 240 FEET
 AL7699'NORTH-NORTHWEST OF BENCH MARK 7386 A 1978, 13 FEET WEST OF THE
 AL7699'CENTERLINE OF THE TRACK ROAD, 44 FEET EAST OF THE WEST EDGE OF THE
 AL7699'LEVEE AND 2 FEET SOUTH OF A WITNESS POST.
 AL7699
 AL7699                          STATION RECOVERY (1990)
 AL7699
 AL7699'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7699'RECOVERED IN GOOD CONDITION.
 AL7699
 AL7699                          STATION RECOVERY (1991)
 AL7699
 AL7699'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7699'RECOVERED IN GOOD CONDITION.
 AL7699
 AL7699                          STATION RECOVERY (1994)
 AL7699
 AL7699'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7700 ***********************************************************************
 AL7700  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7700  DESIGNATION -  872 7386 C TIDAL
 AL7700  PID         -  AL7700
 AL7700  STATE/COUNTY-  FL/CITRUS
 AL7700  USGS QUAD   -  RED LEVEL (1992)
 AL7700
 AL7700                         *CURRENT SURVEY CONTROL
 AL7700  ___________________________________________________________________
 AL7700* NAD 83(1986)-  28 57 39.     (N)    082 43 20.     (W)     SCALED    
 AL7700* NAVD 88     -         0.572  (meters)       1.88   (feet)  POSTED    
 AL7700  ___________________________________________________________________
 AL7700  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AL7700  DYNAMIC HT  -           0.570 (meters)       1.87  (feet)  COMP
 AL7700  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AL7700
 AL7700  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7700
 AL7700.The horizontal coordinates were scaled from a topographic map and have
 AL7700.an estimated accuracy of +/- 6 seconds.
 AL7700
 AL7700.The orthometric height was determined by differential leveling
 AL7700.and adjusted by the National Geodetic Survey in 1992..
 AL7700.No vertical observational check was made to the station.
 AL7700.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7700.was located on a no-check spur therefore a value was not computed.
 AL7700
 AL7700.This Tidal Bench Mark is designated as VM 8181
 AL7700.by the Center for Operational Oceanographic Products and Services.
 AL7700
 AL7700.The geoid height was determined by GEOID03.
 AL7700
 AL7700.The dynamic height is computed by dividing the NAVD 88
 AL7700.geopotential number by the normal gravity value computed on the
 AL7700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7700.degrees latitude (g = 980.6199 gals.).
 AL7700
 AL7700.The modeled gravity was interpolated from observed gravity values.
 AL7700
 AL7700;                    North         East    Units  Estimated Accuracy
 AL7700;SPC FL W     -   512,900.      129,600.      MT  (+/- 180 meters Scaled)
 AL7700
 AL7700                          SUPERSEDED SURVEY CONTROL
 AL7700
 AL7700.No superseded survey control is available for this station.
 AL7700
 AL7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN321048(NAD 83)
 AL7700_MARKER: DJ = TIDAL STATION DISK
 AL7700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7700_SP_SET: MASS OF CONCRETE
 AL7700_STAMPING: 7386 C 1978
 AL7700_MARK LOGO: NOS   
 AL7700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7700
 AL7700  HISTORY     - Date     Condition        Report By
 AL7700  HISTORY     - 1978     MONUMENTED       NOS
 AL7700  HISTORY     - 1985     GOOD             FLDNR
 AL7700  HISTORY     - 19900119 POOR             USPSQD
 AL7700  HISTORY     - 19910204 POOR             USPSQD
 AL7700  HISTORY     - 19940715 GOOD             USPSQD
 AL7700
 AL7700                          STATION DESCRIPTION
 AL7700
 AL7700'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7700'6.45 MI WSW FROM RED LEVEL.
 AL7700'BEGIN AT THE JUNCTION OF STATE ROAD 488 WITH U.S. HIGHWAY 19, GO
 AL7700'0.75 MILE SOUTH ON U.S. 19 TO THE JUNCTION OF POWER LINE ROAD, GO
 AL7700'3.8 MILES WEST ON POWER LINE ROAD TO THE JUNCTION OF A PAVED ROAD
 AL7700'LEADING NORTH AND WEST TO THE ASH SILO AT THE CRYSTAL RIVER POWER
 AL7700'PLANT, GO 0.75 MILE ON THE PAVED ROAD TO THE END OF THE PAVEMENT AT
 AL7700'THE ASH SILO, CONTINUE 1.15 MILES WEST ON THE DIRT ROAD ALONG THE
 AL7700'NORTH SIDE OF THE DREGDED CANAL TO ITS END AT A BOAT RAMP, AND THE
 AL7700'MARK VICINITY.  THE MARK IS SET IN THE TOP OF A 2-FOOT THICK, 11-FOOT
 AL7700'DIAMETER MASS OF CONCRETE AT THE NORTHWEST EDGE OF THE LEVEE, AT THE
 AL7700'MARSH LINE, 190 FEET NORTH OF BENCH MARK 7386 B 1978 AND 9 FEET NORTH
 AL7700'OF A WITNESS POST.
 AL7700
 AL7700                          STATION RECOVERY (1990)
 AL7700
 AL7700'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7700'MARK RECOVERED IN POOR CONDITION.
 AL7700
 AL7700                          STATION RECOVERY (1991)
 AL7700
 AL7700'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7700'MARK RECOVERED IN POOR CONDITION.
 AL7700
 AL7700                          STATION RECOVERY (1994)
 AL7700
 AL7700'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7697 ***********************************************************************
 AL7697  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7697  DESIGNATION -  872 7386 D TIDAL
 AL7697  PID         -  AL7697
 AL7697  STATE/COUNTY-  FL/CITRUS
 AL7697  USGS QUAD   -  RED LEVEL (1992)
 AL7697
 AL7697                         *CURRENT SURVEY CONTROL
 AL7697  ___________________________________________________________________
 AL7697* NAD 83(1986)-  28 57 39.     (N)    082 43 20.     (W)     SCALED    
 AL7697* NAVD 88     -         1.165  (meters)       3.82   (feet)  POSTED    
 AL7697  ___________________________________________________________________
 AL7697  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AL7697  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 AL7697  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AL7697
 AL7697  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7697
 AL7697.The horizontal coordinates were scaled from a topographic map and have
 AL7697.an estimated accuracy of +/- 6 seconds.
 AL7697
 AL7697.The orthometric height was determined by differential leveling
 AL7697.and adjusted by the National Geodetic Survey in 1992..
 AL7697.No vertical observational check was made to the station.
 AL7697.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7697.was located on a no-check spur therefore a value was not computed.
 AL7697
 AL7697.This Tidal Bench Mark is designated as VM 8182
 AL7697.by the Center for Operational Oceanographic Products and Services.
 AL7697
 AL7697.The geoid height was determined by GEOID03.
 AL7697
 AL7697.The dynamic height is computed by dividing the NAVD 88
 AL7697.geopotential number by the normal gravity value computed on the
 AL7697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7697.degrees latitude (g = 980.6199 gals.).
 AL7697
 AL7697.The modeled gravity was interpolated from observed gravity values.
 AL7697
 AL7697;                    North         East    Units  Estimated Accuracy
 AL7697;SPC FL W     -   512,900.      129,600.      MT  (+/- 180 meters Scaled)
 AL7697
 AL7697                          SUPERSEDED SURVEY CONTROL
 AL7697
 AL7697.No superseded survey control is available for this station.
 AL7697
 AL7697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN321048(NAD 83)
 AL7697_MARKER: DJ = TIDAL STATION DISK
 AL7697_SETTING: 66 = SET IN ROCK OUTCROP
 AL7697_SP_SET: ROCK OUTCROP
 AL7697_STAMPING: 7386 D 1978
 AL7697_MARK LOGO: NOS   
 AL7697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AL7697+STABILITY: POSITION/ELEVATION WELL
 AL7697
 AL7697  HISTORY     - Date     Condition        Report By
 AL7697  HISTORY     - 1978     MONUMENTED       NOS
 AL7697  HISTORY     - 1985     GOOD             FLDNR
 AL7697  HISTORY     - 19900119 GOOD             USPSQD
 AL7697  HISTORY     - 19910204 GOOD             USPSQD
 AL7697  HISTORY     - 19940715 GOOD             USPSQD
 AL7697
 AL7697                          STATION DESCRIPTION
 AL7697
 AL7697'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7697'6.45 MI WSW FROM RED LEVEL.
 AL7697'BEGIN AT THE JUNCTION OF STATE ROAD 488 WITH U.S. HIGHWAY 19, GO
 AL7697'0.75 MILE SOUTH ON U.S. 19 TO THE JUNCTION OF POWER LINE ROAD, GO
 AL7697'3.8 MILES WEST ON POWER LINE ROAD TO THE JUNCTION OF A PAVED ROAD
 AL7697'LEADING NORTH AND WEST TO THE ASH SILO AT THE CRYSTAL RIVER POWER
 AL7697'PLANT, GO 0.75 MILE ON THE PAVED ROAD TO THE END OF THE PAVEMENT AT
 AL7697'THE ASH SILO, CONTINUE 1.15 MILES WEST ON THE DIRT ROAD ALONG THE
 AL7697'NORTH SIDE OF THE DREDGED CANAL TO ITS END AT A BOAT RAMP AND THE
 AL7697'MARK VICINITY.  THE MARK IS SET IN A ROCK OUTCROPPING, 165 FEET
 AL7697'NORTH-NORTHEAST OF THE BOAT RAMP, 106 FEET WEST OF THE MARSH LINE ON
 AL7697'THE NORTH SIDE OF THE LEVEE, 345 FEET SOUTHEAST OF BENCH MARK 7386 C
 AL7697'1978, AND 2.9 FEET NORTH OF A WITNESS POST.
 AL7697
 AL7697                          STATION RECOVERY (1990)
 AL7697
 AL7697'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7697'RECOVERED IN GOOD CONDITION.
 AL7697
 AL7697                          STATION RECOVERY (1991)
 AL7697
 AL7697'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7697'RECOVERED IN GOOD CONDITION.
 AL7697
 AL7697                          STATION RECOVERY (1994)
 AL7697
 AL7697'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7696 ***********************************************************************
 AL7696  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7696  DESIGNATION -  872 7386 E TIDAL
 AL7696  PID         -  AL7696
 AL7696  STATE/COUNTY-  FL/CITRUS
 AL7696  USGS QUAD   -  RED LEVEL (1992)
 AL7696
 AL7696                         *CURRENT SURVEY CONTROL
 AL7696  ___________________________________________________________________
 AL7696* NAD 83(1986)-  28 57 39.     (N)    082 43 20.     (W)     SCALED    
 AL7696* NAVD 88     -         0.889  (meters)       2.92   (feet)  POSTED    
 AL7696  ___________________________________________________________________
 AL7696  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AL7696  DYNAMIC HT  -           0.890 (meters)       2.92  (feet)  COMP
 AL7696  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AL7696
 AL7696  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7696
 AL7696.The horizontal coordinates were scaled from a topographic map and have
 AL7696.an estimated accuracy of +/- 6 seconds.
 AL7696
 AL7696.The orthometric height was determined by differential leveling
 AL7696.and adjusted by the National Geodetic Survey in 1992..
 AL7696.No vertical observational check was made to the station.
 AL7696.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7696.was located on a no-check spur therefore a value was not computed.
 AL7696
 AL7696.This Tidal Bench Mark is designated as VM 8183
 AL7696.by the Center for Operational Oceanographic Products and Services.
 AL7696
 AL7696.The geoid height was determined by GEOID03.
 AL7696
 AL7696.The dynamic height is computed by dividing the NAVD 88
 AL7696.geopotential number by the normal gravity value computed on the
 AL7696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7696.degrees latitude (g = 980.6199 gals.).
 AL7696
 AL7696.The modeled gravity was interpolated from observed gravity values.
 AL7696
 AL7696;                    North         East    Units  Estimated Accuracy
 AL7696;SPC FL W     -   512,900.      129,600.      MT  (+/- 180 meters Scaled)
 AL7696
 AL7696                          SUPERSEDED SURVEY CONTROL
 AL7696
 AL7696.No superseded survey control is available for this station.
 AL7696
 AL7696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN321048(NAD 83)
 AL7696_MARKER: DJ = TIDAL STATION DISK
 AL7696_SETTING: 66 = SET IN ROCK OUTCROP
 AL7696_SP_SET: ROCK OUTCROP
 AL7696_STAMPING: 7386 E 1978
 AL7696_MARK LOGO: NOS   
 AL7696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AL7696+STABILITY: POSITION/ELEVATION WELL
 AL7696
 AL7696  HISTORY     - Date     Condition        Report By
 AL7696  HISTORY     - 1978     MONUMENTED       NOS
 AL7696  HISTORY     - 1985     GOOD             FLDNR
 AL7696  HISTORY     - 19900119 GOOD             USPSQD
 AL7696  HISTORY     - 19910204 MARK NOT FOUND   USPSQD
 AL7696
 AL7696                          STATION DESCRIPTION
 AL7696
 AL7696'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7696'6.45 MI WSW FROM RED LEVEL.
 AL7696'BEGIN AT THE JUNCTION OF STATE ROAD 488 WITH U.S. HIGHWAY 19, GO
 AL7696'0.75 MILE SOUTH ON U.S. 19 TO THE JUNCTION OF POWER LINE ROAD, GO
 AL7696'3.8 MILES WEST ON POWER LINE ROAD TO THE JUNCTION OF A PAVED ROAD
 AL7696'LEADING NORTH AND WEST TO THE ASH SILO AT THE CRYSTAL RIVER POWER
 AL7696'PLANT, GO 0.75 MILE ON THE PAVED ROAD TO THE END OF THE PAVEMENT AT
 AL7696'THE ASH SILO, CONTINUE 1.15 MILES WEST ON THE DIRT ROAD ALONG THE
 AL7696'NORTH SIDE OF THE DREDGED CANAL TO ITS END AT A BOAT RAMP AND THE
 AL7696'MARK VICINITY.  THE MARK IS SET IN A ROCK OUTCROPPING, 270 FEET EAST
 AL7696'OF THE NORTHEAST CORNER OF THE BOAT RAMP, 38 FEET NORTH OF THE
 AL7696'CENTERLINE OF THE ROAD, 22 FEET NORTHWEST OF AN 8-FOOT HIGH CEDAR
 AL7696'TREE, AND 1 FOOT WEST OF A WITNESS POST.
 AL7696
 AL7696                          STATION RECOVERY (1990)
 AL7696
 AL7696'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7696'RECOVERED IN GOOD CONDITION.
 AL7696
 AL7696                          STATION RECOVERY (1991)
 AL7696
 AL7696'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1662 ***********************************************************************
 AR1662  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1662  DESIGNATION -  872 7395 A TIDAL
 AR1662  PID         -  AR1662
 AR1662  STATE/COUNTY-  FL/LEVY
 AR1662  USGS QUAD   -  WITHLACOOCHEE BAY (1992)
 AR1662
 AR1662                         *CURRENT SURVEY CONTROL
 AR1662  ___________________________________________________________________
 AR1662* NAD 83(1986)-  29 00 06.     (N)    082 45 42.     (W)     SCALED    
 AR1662* NAVD 88     -         1.941  (meters)       6.37   (feet)  POSTED    
 AR1662  ___________________________________________________________________
 AR1662  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AR1662  DYNAMIC HT  -           1.940 (meters)       6.36  (feet)  COMP
 AR1662  MODELED GRAV-     979,239.2   (mgal)                       NAVD 88
 AR1662
 AR1662  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AR1662
 AR1662.The horizontal coordinates were scaled from a topographic map and have
 AR1662.an estimated accuracy of +/- 6 seconds.
 AR1662
 AR1662.The orthometric height was determined by differential leveling
 AR1662.and adjusted by the National Geodetic Survey in 1992..
 AR1662.No vertical observational check was made to the station.
 AR1662.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AR1662.was located on a no-check spur therefore a value was not computed.
 AR1662
 AR1662.This Tidal Bench Mark is designated as VM 8184
 AR1662.by the Center for Operational Oceanographic Products and Services.
 AR1662
 AR1662.The geoid height was determined by GEOID03.
 AR1662
 AR1662.The dynamic height is computed by dividing the NAVD 88
 AR1662.geopotential number by the normal gravity value computed on the
 AR1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1662.degrees latitude (g = 980.6199 gals.).
 AR1662
 AR1662.The modeled gravity was interpolated from observed gravity values.
 AR1662
 AR1662;                    North         East    Units  Estimated Accuracy
 AR1662;SPC FL W     -   517,450.      125,790.      MT  (+/- 180 meters Scaled)
 AR1662
 AR1662                          SUPERSEDED SURVEY CONTROL
 AR1662
 AR1662.No superseded survey control is available for this station.
 AR1662
 AR1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN284094(NAD 83)
 AR1662_MARKER: DJ = TIDAL STATION DISK
 AR1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AR1662_SP_SET: CONCRETE PEDESTAL
 AR1662_STAMPING: 7395 A 1978
 AR1662_MARK LOGO: NOS   
 AR1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1662
 AR1662  HISTORY     - Date     Condition        Report By
 AR1662  HISTORY     - 1978     MONUMENTED       NOS
 AR1662  HISTORY     - 1985     GOOD             FLDNR
 AR1662  HISTORY     - 19940906 GOOD             USPSQD
 AR1662
 AR1662                          STATION DESCRIPTION
 AR1662
 AR1662'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1662'6.35 MI WEST FROM INGLIS.
 AR1662'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40,
 AR1662'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP.
 AR1662'THE MARK BEARS 9.7 FEET SOUTH OF THE CENTERLINE OF THE BOAT RAMP,
 AR1662'20.7 FEET WEST OF AN 18-INCH DIAMETER PALM TREE, AND IS SET IN THE
 AR1662'TOP OF A CONCRETE PEDESTAL FOR THE SOUTH WALL OF THE BOAT RAMP.
 AR1662'THE MARK IS 3 FT ABOVE GROUND.
 AR1662
 AR1662                          STATION RECOVERY (1994)
 AR1662
 AR1662'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1661 ***********************************************************************
 AR1661  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1661  DESIGNATION -  872 7395 B TIDAL
 AR1661  PID         -  AR1661
 AR1661  STATE/COUNTY-  FL/LEVY
 AR1661  USGS QUAD   -  WITHLACOOCHEE BAY (1992)
 AR1661
 AR1661                         *CURRENT SURVEY CONTROL
 AR1661  ___________________________________________________________________
 AR1661* NAD 83(1986)-  29 00 06.     (N)    082 45 34.     (W)     SCALED    
 AR1661* NAVD 88     -         0.952  (meters)       3.12   (feet)  POSTED    
 AR1661  ___________________________________________________________________
 AR1661  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AR1661  DYNAMIC HT  -           0.950 (meters)       3.12  (feet)  COMP
 AR1661  MODELED GRAV-     979,239.1   (mgal)                       NAVD 88
 AR1661
 AR1661  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AR1661
 AR1661.The horizontal coordinates were scaled from a topographic map and have
 AR1661.an estimated accuracy of +/- 6 seconds.
 AR1661
 AR1661.The orthometric height was determined by differential leveling
 AR1661.and adjusted by the National Geodetic Survey in 1992..
 AR1661.No vertical observational check was made to the station.
 AR1661.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AR1661.was located on a no-check spur therefore a value was not computed.
 AR1661
 AR1661.This Tidal Bench Mark is designated as VM 8185
 AR1661.by the Center for Operational Oceanographic Products and Services.
 AR1661
 AR1661.The geoid height was determined by GEOID03.
 AR1661
 AR1661.The dynamic height is computed by dividing the NAVD 88
 AR1661.geopotential number by the normal gravity value computed on the
 AR1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1661.degrees latitude (g = 980.6199 gals.).
 AR1661
 AR1661.The modeled gravity was interpolated from observed gravity values.
 AR1661
 AR1661;                    North         East    Units  Estimated Accuracy
 AR1661;SPC FL W     -   517,450.      126,010.      MT  (+/- 180 meters Scaled)
 AR1661
 AR1661                          SUPERSEDED SURVEY CONTROL
 AR1661
 AR1661.No superseded survey control is available for this station.
 AR1661
 AR1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN286094(NAD 83)
 AR1661_MARKER: DJ = TIDAL STATION DISK
 AR1661_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AR1661_SP_SET: GALVANIZED STEEL ROD
 AR1661_STAMPING: 7395 B 1978
 AR1661_MARK LOGO: NOS   
 AR1661_PROJECTION: PROJECTING 3 CENTIMETERS
 AR1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1661_ROD/PIPE-DEPTH: 4.57 meters
 AR1661
 AR1661  HISTORY     - Date     Condition        Report By
 AR1661  HISTORY     - 1978     MONUMENTED       NOS
 AR1661  HISTORY     - 1985     GOOD             FLDNR
 AR1661  HISTORY     - 19940906 GOOD             USPSQD
 AR1661
 AR1661                          STATION DESCRIPTION
 AR1661
 AR1661'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1661'6.35 MI WEST FROM INGLIS.
 AR1661'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40,
 AR1661'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP.
 AR1661'THE MARK BEARS 38.3 FEET SOUTH OF THE CENTERLINE OF C-40, 703 FEET
 AR1661'EAST OF THE BOAT RAMP, AND 1.3 FEET NORTH OF A WITNESS POST.
 AR1661
 AR1661                          STATION RECOVERY (1994)
 AR1661
 AR1661'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1660 ***********************************************************************
 AR1660  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1660  DESIGNATION -  872 7395 C TIDAL
 AR1660  PID         -  AR1660
 AR1660  STATE/COUNTY-  FL/LEVY
 AR1660  USGS QUAD   -  WITHLACOOCHEE BAY (1992)
 AR1660
 AR1660                         *CURRENT SURVEY CONTROL
 AR1660  ___________________________________________________________________
 AR1660* NAD 83(1986)-  29 00 10.     (N)    082 45 29.     (W)     SCALED    
 AR1660* NAVD 88     -         1.008  (meters)       3.31   (feet)  POSTED    
 AR1660  ___________________________________________________________________
 AR1660  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AR1660  DYNAMIC HT  -           1.010 (meters)       3.31  (feet)  COMP
 AR1660  MODELED GRAV-     979,239.2   (mgal)                       NAVD 88
 AR1660
 AR1660  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AR1660
 AR1660.The horizontal coordinates were scaled from a topographic map and have
 AR1660.an estimated accuracy of +/- 6 seconds.
 AR1660
 AR1660.The orthometric height was determined by differential leveling
 AR1660.and adjusted by the National Geodetic Survey in 1992..
 AR1660.No vertical observational check was made to the station.
 AR1660.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AR1660.was located on a no-check spur therefore a value was not computed.
 AR1660
 AR1660.This Tidal Bench Mark is designated as VM 8186
 AR1660.by the Center for Operational Oceanographic Products and Services.
 AR1660
 AR1660.The geoid height was determined by GEOID03.
 AR1660
 AR1660.The dynamic height is computed by dividing the NAVD 88
 AR1660.geopotential number by the normal gravity value computed on the
 AR1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1660.degrees latitude (g = 980.6199 gals.).
 AR1660
 AR1660.The modeled gravity was interpolated from observed gravity values.
 AR1660
 AR1660;                    North         East    Units  Estimated Accuracy
 AR1660;SPC FL W     -   517,580.      126,140.      MT  (+/- 180 meters Scaled)
 AR1660
 AR1660                          SUPERSEDED SURVEY CONTROL
 AR1660
 AR1660.No superseded survey control is available for this station.
 AR1660
 AR1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN287095(NAD 83)
 AR1660_MARKER: DJ = TIDAL STATION DISK
 AR1660_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AR1660_SP_SET: GALVANIZED STEEL ROD
 AR1660_STAMPING: 7395 C 1978
 AR1660_MARK LOGO: NOS   
 AR1660_PROJECTION: PROJECTING 5 CENTIMETERS
 AR1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1660_ROD/PIPE-DEPTH: 7.01 meters
 AR1660
 AR1660  HISTORY     - Date     Condition        Report By
 AR1660  HISTORY     - 1978     MONUMENTED       NOS
 AR1660  HISTORY     - 1985     GOOD             FLDNR
 AR1660  HISTORY     - 19940906 GOOD             USPSQD
 AR1660  HISTORY     - 20010331 GOOD             NGS
 AR1660
 AR1660                          STATION DESCRIPTION
 AR1660
 AR1660'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1660'6.35 MI WEST FROM INGLIS.
 AR1660'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40,
 AR1660'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP.
 AR1660'THE MARK BEARS 25 FEET NORTH OF THE CENTERLINE OF C-40, 86 FEET WEST
 AR1660'OF THE CENTERLINE OF THE ROAD TO THE PICNIC AREA AND BATHHOUSE, 18.5
 AR1660'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, AND 1 FOOT NORTH OF A
 AR1660'WITNESS POST.
 AR1660
 AR1660                          STATION RECOVERY (1994)
 AR1660
 AR1660'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1660'RECOVERED IN GOOD CONDITION.
 AR1660
 AR1660                          STATION RECOVERY (2001)
 AR1660
 AR1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AR1660'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1664 ***********************************************************************
 AR1664  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1664  DESIGNATION -  872 7395 D TIDAL
 AR1664  PID         -  AR1664
 AR1664  STATE/COUNTY-  FL/LEVY
 AR1664  USGS QUAD   -  WITHLACOOCHEE BAY (1992)
 AR1664
 AR1664                         *CURRENT SURVEY CONTROL
 AR1664  ___________________________________________________________________
 AR1664* NAD 83(1986)-  29 00 17.     (N)    082 45 29.     (W)     SCALED    
 AR1664* NAVD 88     -         1.010  (meters)       3.31   (feet)  POSTED    
 AR1664  ___________________________________________________________________
 AR1664  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AR1664  DYNAMIC HT  -           1.010 (meters)       3.31  (feet)  COMP
 AR1664  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 AR1664
 AR1664  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AR1664
 AR1664.The horizontal coordinates were scaled from a topographic map and have
 AR1664.an estimated accuracy of +/- 6 seconds.
 AR1664
 AR1664.The orthometric height was determined by differential leveling
 AR1664.and adjusted by the National Geodetic Survey in 1992..
 AR1664.No vertical observational check was made to the station.
 AR1664.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AR1664.was located on a no-check spur therefore a value was not computed.
 AR1664
 AR1664.This Tidal Bench Mark is designated as VM 8187
 AR1664.by the Center for Operational Oceanographic Products and Services.
 AR1664
 AR1664.The geoid height was determined by GEOID03.
 AR1664
 AR1664.The dynamic height is computed by dividing the NAVD 88
 AR1664.geopotential number by the normal gravity value computed on the
 AR1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1664.degrees latitude (g = 980.6199 gals.).
 AR1664
 AR1664.The modeled gravity was interpolated from observed gravity values.
 AR1664
 AR1664;                    North         East    Units  Estimated Accuracy
 AR1664;SPC FL W     -   517,790.      126,140.      MT  (+/- 180 meters Scaled)
 AR1664
 AR1664                          SUPERSEDED SURVEY CONTROL
 AR1664
 AR1664.No superseded survey control is available for this station.
 AR1664
 AR1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN287097(NAD 83)
 AR1664_MARKER: DJ = TIDAL STATION DISK
 AR1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1664_SP_SET: CONCRETE POST
 AR1664_STAMPING: 7395 D 1978
 AR1664_MARK LOGO: NOS   
 AR1664_PROJECTION: RECESSED 10 CENTIMETERS
 AR1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1664+STABILITY: SURFACE MOTION
 AR1664
 AR1664  HISTORY     - Date     Condition        Report By
 AR1664  HISTORY     - 1978     MONUMENTED       NOS
 AR1664  HISTORY     - 1985     GOOD             FLDNR
 AR1664  HISTORY     - 19940906 GOOD             USPSQD
 AR1664  HISTORY     - 20010331 GOOD             NGS
 AR1664
 AR1664                          STATION DESCRIPTION
 AR1664
 AR1664'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1664'6.35 MI WEST FROM INGLIS.
 AR1664'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40,
 AR1664'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP.
 AR1664'THE MARK BEARS 47 FEET WEST OF THE NORTHWEST CORNER OF THE PARK
 AR1664'OFFICE TRAILER, 302 FEET NORTH OF BENCH MARK 7395 E 1978, AND 1 FOOT
 AR1664'NORTH OF A WITNESS POST.
 AR1664
 AR1664                          STATION RECOVERY (1994)
 AR1664
 AR1664'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1664'RECOVERED IN GOOD CONDITION.
 AR1664
 AR1664                          STATION RECOVERY (2001)
 AR1664
 AR1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AR1664'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1663 ***********************************************************************
 AR1663  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1663  DESIGNATION -  872 7395 E TIDAL
 AR1663  PID         -  AR1663
 AR1663  STATE/COUNTY-  FL/LEVY
 AR1663  USGS QUAD   -  WITHLACOOCHEE BAY (1992)
 AR1663
 AR1663                         *CURRENT SURVEY CONTROL
 AR1663  ___________________________________________________________________
 AR1663* NAD 83(1986)-  29 00 13.     (N)    082 45 29.     (W)     SCALED    
 AR1663* NAVD 88     -         1.445  (meters)       4.74   (feet)  POSTED    
 AR1663  ___________________________________________________________________
 AR1663  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AR1663  DYNAMIC HT  -           1.440 (meters)       4.72  (feet)  COMP
 AR1663  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 AR1663
 AR1663  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AR1663
 AR1663.The horizontal coordinates were scaled from a topographic map and have
 AR1663.an estimated accuracy of +/- 6 seconds.
 AR1663
 AR1663.The orthometric height was determined by differential leveling
 AR1663.and adjusted by the National Geodetic Survey in 1992..
 AR1663.No vertical observational check was made to the station.
 AR1663.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AR1663.was located on a no-check spur therefore a value was not computed.
 AR1663
 AR1663.This Tidal Bench Mark is designated as VM 8188
 AR1663.by the Center for Operational Oceanographic Products and Services.
 AR1663
 AR1663.The geoid height was determined by GEOID03.
 AR1663
 AR1663.The dynamic height is computed by dividing the NAVD 88
 AR1663.geopotential number by the normal gravity value computed on the
 AR1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1663.degrees latitude (g = 980.6199 gals.).
 AR1663
 AR1663.The modeled gravity was interpolated from observed gravity values.
 AR1663
 AR1663;                    North         East    Units  Estimated Accuracy
 AR1663;SPC FL W     -   517,670.      126,140.      MT  (+/- 180 meters Scaled)
 AR1663
 AR1663                          SUPERSEDED SURVEY CONTROL
 AR1663
 AR1663.No superseded survey control is available for this station.
 AR1663
 AR1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN287096(NAD 83)
 AR1663_MARKER: DJ = TIDAL STATION DISK
 AR1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1663_SP_SET: CONCRETE POST
 AR1663_STAMPING: 7395 E 1978
 AR1663_MARK LOGO: NOS   
 AR1663_PROJECTION: RECESSED 3 CENTIMETERS
 AR1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1663+STABILITY: SURFACE MOTION
 AR1663
 AR1663  HISTORY     - Date     Condition        Report By
 AR1663  HISTORY     - 1978     MONUMENTED       NOS
 AR1663  HISTORY     - 1985     GOOD             FLDNR
 AR1663  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 AR1663  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AR1663
 AR1663                          STATION DESCRIPTION
 AR1663
 AR1663'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1663'6.35 MI WEST FROM INGLIS.
 AR1663'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40,
 AR1663'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP.
 AR1663'THE MARK BEARS 28.9 FEET NORTHEAST OF THE BATHHOUSE, 42 FEET WEST OF
 AR1663'THE CENTERLINE OF THE ROAD TO THE PICNIC AREA, AND 2.9 FEET NORTH OF
 AR1663'A POWER POLE.
 AR1663
 AR1663                          STATION RECOVERY (1994)
 AR1663
 AR1663'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1663'MARK NOT FOUND.
 AR1663
 AR1663                          STATION RECOVERY (2001)
 AR1663
 AR1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AR1663'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1656 ***********************************************************************
 AR1656  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1656  DESIGNATION -  872 7411 B TIDAL
 AR1656  PID         -  AR1656
 AR1656  STATE/COUNTY-  FL/LEVY
 AR1656  USGS QUAD   -  YANKEETOWN (1993)
 AR1656
 AR1656                         *CURRENT SURVEY CONTROL
 AR1656  ___________________________________________________________________
 AR1656* NAD 83(1986)-  29 01 48.     (N)    082 42 59.     (W)     SCALED    
 AR1656* NAVD 88     -         3.251  (meters)      10.67   (feet)  POSTED    
 AR1656  ___________________________________________________________________
 AR1656  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AR1656  DYNAMIC HT  -           3.250 (meters)      10.66  (feet)  COMP
 AR1656  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 AR1656
 AR1656  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AR1656
 AR1656.The horizontal coordinates were scaled from a topographic map and have
 AR1656.an estimated accuracy of +/- 6 seconds.
 AR1656
 AR1656.The orthometric height was determined by differential leveling
 AR1656.and adjusted by the National Geodetic Survey in 1992..
 AR1656.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AR1656.rate of 1.1 thru 2.0 mm/km.
 AR1656
 AR1656.This Tidal Bench Mark is designated as VM 8189
 AR1656.by the Center for Operational Oceanographic Products and Services.
 AR1656
 AR1656.The geoid height was determined by GEOID03.
 AR1656
 AR1656.The dynamic height is computed by dividing the NAVD 88
 AR1656.geopotential number by the normal gravity value computed on the
 AR1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1656.degrees latitude (g = 980.6199 gals.).
 AR1656
 AR1656.The modeled gravity was interpolated from observed gravity values.
 AR1656
 AR1656;                    North         East    Units  Estimated Accuracy
 AR1656;SPC FL W     -   520,570.      130,220.      MT  (+/- 180 meters Scaled)
 AR1656
 AR1656                          SUPERSEDED SURVEY CONTROL
 AR1656
 AR1656.No superseded survey control is available for this station.
 AR1656
 AR1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN328125(NAD 83)
 AR1656_MARKER: DJ = TIDAL STATION DISK
 AR1656_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AR1656+WITH SETTING: PAVEMENT
 AR1656_SP_SET: CONCRETE BASE FOR A FLAGPOLE
 AR1656_STAMPING: 7411 B 1978
 AR1656_MARK LOGO: NOS   
 AR1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1656+STABILITY: SURFACE MOTION
 AR1656
 AR1656  HISTORY     - Date     Condition        Report By
 AR1656  HISTORY     - 1978     MONUMENTED       NOS
 AR1656  HISTORY     - 1985     GOOD             FLDNR
 AR1656  HISTORY     - 19941216 GOOD             USPSQD
 AR1656  HISTORY     - 20010331 GOOD             NGS
 AR1656
 AR1656                          STATION DESCRIPTION
 AR1656
 AR1656'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1656'IN YANKEETOWN.
 AR1656'THE MARK IS AT THE OLD POST OFFICE ON HARMONY LANE, BETWEEN 62ND AND
 AR1656'63RD STREETS, EAST-NORTHEAST OF THE TOWN HALL, 50 FEET NORTHWEST OF
 AR1656'THE CENTERLINE OF HARMONY LANE, 2.5 FEET EAST OF THE SOUTHEAST CORNER
 AR1656'OF THE OLD POST OFFICE, 1.4 FEET SOUTH OF THE FLAGPOLE, AND IS SET IN
 AR1656'THE BASE FOR THE FLAGPOLE.
 AR1656
 AR1656                          STATION RECOVERY (1994)
 AR1656
 AR1656'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1656'RECOVERED IN GOOD CONDITION.
 AR1656
 AR1656                          STATION RECOVERY (2001)
 AR1656
 AR1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AR1656'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1655 ***********************************************************************
 AR1655  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1655  DESIGNATION -  872 7411 C TIDAL
 AR1655  PID         -  AR1655
 AR1655  STATE/COUNTY-  FL/LEVY
 AR1655  USGS QUAD   -  YANKEETOWN (1993)
 AR1655
 AR1655                         *CURRENT SURVEY CONTROL
 AR1655  ___________________________________________________________________
 AR1655* NAD 83(1986)-  29 01 45.     (N)    082 42 56.     (W)     SCALED    
 AR1655* NAVD 88     -         2.034  (meters)       6.67   (feet)  POSTED    
 AR1655  ___________________________________________________________________
 AR1655  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AR1655  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 AR1655  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 AR1655
 AR1655  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AR1655
 AR1655.The horizontal coordinates were scaled from a topographic map and have
 AR1655.an estimated accuracy of +/- 6 seconds.
 AR1655
 AR1655.The orthometric height was determined by differential leveling
 AR1655.and adjusted by the National Geodetic Survey in 1992..
 AR1655.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AR1655.rate of 1.1 thru 2.0 mm/km.
 AR1655
 AR1655.This Tidal Bench Mark is designated as VM 8190
 AR1655.by the Center for Operational Oceanographic Products and Services.
 AR1655
 AR1655.The geoid height was determined by GEOID03.
 AR1655
 AR1655.The dynamic height is computed by dividing the NAVD 88
 AR1655.geopotential number by the normal gravity value computed on the
 AR1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1655.degrees latitude (g = 980.6199 gals.).
 AR1655
 AR1655.The modeled gravity was interpolated from observed gravity values.
 AR1655
 AR1655;                    North         East    Units  Estimated Accuracy
 AR1655;SPC FL W     -   520,470.      130,300.      MT  (+/- 180 meters Scaled)
 AR1655
 AR1655                          SUPERSEDED SURVEY CONTROL
 AR1655
 AR1655.No superseded survey control is available for this station.
 AR1655
 AR1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN329124(NAD 83)
 AR1655_MARKER: DJ = TIDAL STATION DISK
 AR1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1655_SP_SET: CONCRETE POST
 AR1655_STAMPING: 7411 C 1978
 AR1655_MARK LOGO: NOS   
 AR1655_PROJECTION: RECESSED 3 CENTIMETERS
 AR1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1655+STABILITY: SURFACE MOTION
 AR1655
 AR1655  HISTORY     - Date     Condition        Report By
 AR1655  HISTORY     - 1978     MONUMENTED       NOS
 AR1655  HISTORY     - 1985     GOOD             FLDNR
 AR1655  HISTORY     - 19950111 MARK NOT FOUND   USPSQD
 AR1655
 AR1655                          STATION DESCRIPTION
 AR1655
 AR1655'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1655'IN YANKEETOWN.
 AR1655'THE MARK IS AT THE INTERSECTION OF 62ND STREET AND RIVERSIDE DRIVE,
 AR1655'19 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF RIVERSIDE DRIVE
 AR1655'EASTBOUND, 56 FEET SOUTHWEST OF THE CENTERLINE OF A SAND DRIVEWAY,
 AR1655'AND 2.9 FEET NORTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 AR1655
 AR1655                          STATION RECOVERY (1995)
 AR1655
 AR1655'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1654 ***********************************************************************
 AR1654  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1654  DESIGNATION -  872 7411 D TIDAL
 AR1654  PID         -  AR1654
 AR1654  STATE/COUNTY-  FL/LEVY
 AR1654  USGS QUAD   -  YANKEETOWN (1993)
 AR1654
 AR1654                         *CURRENT SURVEY CONTROL
 AR1654  ___________________________________________________________________
 AR1654* NAD 83(1986)-  29 01 49.     (N)    082 42 51.     (W)     SCALED    
 AR1654* NAVD 88     -         3.178  (meters)      10.43   (feet)  POSTED    
 AR1654  ___________________________________________________________________
 AR1654  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AR1654  DYNAMIC HT  -           3.170 (meters)      10.40  (feet)  COMP
 AR1654  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 AR1654
 AR1654  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AR1654
 AR1654.The horizontal coordinates were scaled from a topographic map and have
 AR1654.an estimated accuracy of +/- 6 seconds.
 AR1654
 AR1654.The orthometric height was determined by differential leveling
 AR1654.and adjusted by the National Geodetic Survey in 1992..
 AR1654.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AR1654.rate of 1.1 thru 2.0 mm/km.
 AR1654
 AR1654.This Tidal Bench Mark is designated as VM 8191
 AR1654.by the Center for Operational Oceanographic Products and Services.
 AR1654
 AR1654.The geoid height was determined by GEOID03.
 AR1654
 AR1654.The dynamic height is computed by dividing the NAVD 88
 AR1654.geopotential number by the normal gravity value computed on the
 AR1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1654.degrees latitude (g = 980.6199 gals.).
 AR1654
 AR1654.The modeled gravity was interpolated from observed gravity values.
 AR1654
 AR1654;                    North         East    Units  Estimated Accuracy
 AR1654;SPC FL W     -   520,600.      130,440.      MT  (+/- 180 meters Scaled)
 AR1654
 AR1654                          SUPERSEDED SURVEY CONTROL
 AR1654
 AR1654.No superseded survey control is available for this station.
 AR1654
 AR1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN330125(NAD 83)
 AR1654_MARKER: DJ = TIDAL STATION DISK
 AR1654_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AR1654_SP_SET: GALVANIZED STEEL ROD
 AR1654_STAMPING: 7411 D 1978
 AR1654_MARK LOGO: NOS   
 AR1654_PROJECTION: PROJECTING 5 CENTIMETERS
 AR1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1654_ROD/PIPE-DEPTH: 2.13 meters
 AR1654
 AR1654  HISTORY     - Date     Condition        Report By
 AR1654  HISTORY     - 1978     MONUMENTED       NOS
 AR1654  HISTORY     - 1985     GOOD             FLDNR
 AR1654  HISTORY     - 19941216 GOOD             USPSQD
 AR1654
 AR1654                          STATION DESCRIPTION
 AR1654
 AR1654'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1654'IN YANKEETOWN.
 AR1654'THE MARK IS NEAR THE INTERSECTION OF 61ST STREET AND RIVERSIDE DRIVE,
 AR1654'IN THE MEDIAN OF RIVERSIDE DRIVE, 168 FEET NORTHEAST OF THE
 AR1654'CENTERLINE OF 61ST STREET, 32 FEET NORTHWEST OF THE CENTERLINE OF
 AR1654'RIVERSIDE DRIVE EASTBOUND, 26 FEET SOUTHEAST OF THE CENTERLINE OF
 AR1654'RIVERSIDE DRIVE WESTBOUND, AND 1.9 FEET SOUTHWEST OF A LAMP POST WITH
 AR1654'A WITNESS SIGN ATTACHED.
 AR1654
 AR1654                          STATION RECOVERY (1994)
 AR1654
 AR1654'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1653 ***********************************************************************
 AR1653  DESIGNATION -  872 7411 F TIDAL
 AR1653  PID         -  AR1653
 AR1653  STATE/COUNTY-  FL/LEVY
 AR1653  USGS QUAD   -  YANKEETOWN (1993)
 AR1653
 AR1653                         *CURRENT SURVEY CONTROL
 AR1653  ___________________________________________________________________
 AR1653* NAD 83(1986)-  29 01 51.     (N)    082 42 42.     (W)     SCALED    
 AR1653* NAVD 88     -         1.747  (meters)       5.73   (feet)  POSTED    
 AR1653  ___________________________________________________________________
 AR1653  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AR1653  DYNAMIC HT  -           1.740 (meters)       5.71  (feet)  COMP
 AR1653  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 AR1653
 AR1653  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AR1653
 AR1653.The horizontal coordinates were scaled from a topographic map and have
 AR1653.an estimated accuracy of +/- 6 seconds.
 AR1653
 AR1653.The orthometric height was determined by differential leveling
 AR1653.and adjusted by the National Geodetic Survey in 1992..
 AR1653.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AR1653.rate of 1.1 thru 2.0 mm/km.
 AR1653
 AR1653.The geoid height was determined by GEOID03.
 AR1653
 AR1653.The dynamic height is computed by dividing the NAVD 88
 AR1653.geopotential number by the normal gravity value computed on the
 AR1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1653.degrees latitude (g = 980.6199 gals.).
 AR1653
 AR1653.The modeled gravity was interpolated from observed gravity values.
 AR1653
 AR1653;                    North         East    Units  Estimated Accuracy
 AR1653;SPC FL W     -   520,660.      130,680.      MT  (+/- 180 meters Scaled)
 AR1653
 AR1653                          SUPERSEDED SURVEY CONTROL
 AR1653
 AR1653.No superseded survey control is available for this station.
 AR1653
 AR1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN333126(NAD 83)
 AR1653_MARKER: DJ = TIDAL STATION DISK
 AR1653_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AR1653+WITH SETTING: PAVEMENT
 AR1653_SP_SET: CONCRETE FOUNDATION
 AR1653_STAMPING: 7411 F 1985
 AR1653_MARK LOGO: NOS   
 AR1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1653+STABILITY: SURFACE MOTION
 AR1653
 AR1653  HISTORY     - Date     Condition        Report By
 AR1653  HISTORY     - 1985     MONUMENTED       FLDNR
 AR1653  HISTORY     - 19941216 GOOD             USPSQD
 AR1653
 AR1653                          STATION DESCRIPTION
 AR1653
 AR1653'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1653'IN YANKEETOWN.
 AR1653'THE MARK IS AT THE U.S. COAST GUARD STATION, 150 FEET SOUTH OF THE
 AR1653'CENTERLINE OF RIVERSIDE DRIVE, 24.5 FEET EAST-SOUTHEAST OF THE
 AR1653'NORTHEAST CORNER OF THE GARAGE AND RECREATION BUILDING, 14.5 FEET
 AR1653'SOUTHWEST OF THE DOCK, 1 FOOT SOUTHWEST OF THE NORTHEAST INSIDE
 AR1653'CORNER OF THE WALL AROUND THE DIESEL FUEL TANKS, AND IS SET IN THE
 AR1653'CONCRETE APRON SUPPORTING THE FUEL TANKS.
 AR1653
 AR1653                          STATION RECOVERY (1994)
 AR1653
 AR1653'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1678 ***********************************************************************
 AR1678  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1678  DESIGNATION -  872 7512 A TIDAL
 AR1678  PID         -  AR1678
 AR1678  STATE/COUNTY-  FL/LEVY
 AR1678  USGS QUAD   -  VISTA (1993)
 AR1678
 AR1678                         *CURRENT SURVEY CONTROL
 AR1678  ___________________________________________________________________
 AR1678* NAD 83(1986)-  29 23 47.     (N)    083 01 32.     (W)     SCALED    
 AR1678* NAVD 88     -         1.924  (meters)       6.31   (feet)  ADJUSTED  
 AR1678  ___________________________________________________________________
 AR1678  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AR1678  DYNAMIC HT  -           1.921 (meters)       6.30  (feet)  COMP
 AR1678  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 AR1678
 AR1678  VERT ORDER  -  SECOND    CLASS I
 AR1678
 AR1678.The horizontal coordinates were scaled from a topographic map and have
 AR1678.an estimated accuracy of +/- 6 seconds.
 AR1678
 AR1678.The orthometric height was determined by differential leveling
 AR1678.and adjusted by the National Geodetic Survey in June 1991..
 AR1678
 AR1678.This Tidal Bench Mark is designated as VM 8201
 AR1678.by the Center for Operational Oceanographic Products and Services.
 AR1678
 AR1678.The geoid height was determined by GEOID03.
 AR1678
 AR1678.The dynamic height is computed by dividing the NAVD 88
 AR1678.geopotential number by the normal gravity value computed on the
 AR1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1678.degrees latitude (g = 980.6199 gals.).
 AR1678
 AR1678.The modeled gravity was interpolated from observed gravity values.
 AR1678
 AR1678;                    North         East    Units  Estimated Accuracy
 AR1678;SPC FL W     -   561,400.      100,460.      MT  (+/- 180 meters Scaled)
 AR1678
 AR1678                          SUPERSEDED SURVEY CONTROL
 AR1678
 AR1678.No superseded survey control is available for this station.
 AR1678
 AR1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN034536(NAD 83)
 AR1678_MARKER: DJ = TIDAL STATION DISK
 AR1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1678_SP_SET: CONCRETE POST
 AR1678_STAMPING: 7512 A 1978
 AR1678_MARK LOGO: NOS   
 AR1678_PROJECTION: RECESSED 3 CENTIMETERS
 AR1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1678+STABILITY: SURFACE MOTION
 AR1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1678+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 AR1678
 AR1678  HISTORY     - Date     Condition        Report By
 AR1678  HISTORY     - 1978     MONUMENTED       NOS
 AR1678  HISTORY     - 1985     GOOD             FLDNR
 AR1678  HISTORY     - 1989     GOOD             USPSQD
 AR1678  HISTORY     - 20000514 GOOD             FLDEP
 AR1678
 AR1678                          STATION DESCRIPTION
 AR1678
 AR1678'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1678'15.4 MI SW FROM CHIEFLAND.
 AR1678'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1678'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1678'COUNTY ROAD C-347, GO 9.25 MILES WESTERLY ON C-347 TO THE JUNCTION OF
 AR1678'LCR 448, GO 0.35 MILE WESTERLY ON LCR 448 TO THE TREASURE FISH CAMP
 AR1678'AND THE MARK.  THE MARK BEARS 19 FEET EAST OF THE CENTERLINE OF THE
 AR1678'BOAT RAMP, 67 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FISH CAMP
 AR1678'STORE, 39 FEET SOUTH OF THE RIVERS EDGE, AND 4 FEET EAST OF A POWER
 AR1678'POLE WITH A WITNESS SIGN ATTACHED.
 AR1678
 AR1678                          STATION RECOVERY (1989)
 AR1678
 AR1678'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1678'RECOVERED IN GOOD CONDITION.
 AR1678
 AR1678                          STATION RECOVERY (2000)
 AR1678
 AR1678'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1678'THE MARK IS AT FOWLER BLUFF, ABOUT 15.3 MI (24.6 KM) SOUTHWEST OF
 AR1678'CHIEFLAND, 19.0 MI (30.6 KM) NORTH OF CEDAR KEY ON COUNTY ROAD 347 IN
 AR1678'SECTION 32, TOWNSHIP 12 SOUTH, RANGE 13 EAST. TO REACH THE MARK FROM
 AR1678'THE INTERSECTION OF STATE ROAD 345 (SW 4TH AVE) AND U.S. HIGHWAY 19,
 AR1678'98 (MAIN STREET) IN CHIEFLAND, GO SOUTHEAST ON STATE ROAD 345 FOR 5.8
 AR1678'MI (9.3 KM) TO THE INTERSECTION OF COUNTY ROAD C-347 (NW 60 ST), TURN
 AR1678'RIGHT ON COUNTY ROAD C-347 AND GO WESTERLY FOR 5.3 MI (8.5 KM) TO THE
 AR1678'JUNCTION OF COUNTY ROAD C-330, TURN LEFT ON COUNTY ROAD C-347 AND
 AR1678'CONTINUE WESTERLY FOR 3.95 MI (6.36 KM) TO THE JUNCTION OF NORTHWEST
 AR1678'46 LANE (LCR 448) ON THE RIGHT, TURN RIGHT ON NORTHWEST 46 LANE (LCR
 AR1678'448) AND GO WESTERLY FOR 0.35 TO THE MARK ON THE RIGHT, SET IN THE TOP
 AR1678'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 AR1678'NORTHWEST 46 LANE (LCR 448). LOCATED 67.0 FT (20.4 M) NORTHWEST OF THE
 AR1678'NORTHWEST CORNER OF THE FISH CAMP STORE, 19.0 FT (5.8 M) EAST OF THE
 AR1678'APPROXIMATE CENTERLINE OF THE BOAT RAMP AND 4.0 FT (1.2 M) EAST OF A
 AR1678'POWER POLE WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1677 ***********************************************************************
 AR1677  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1677  DESIGNATION -  872 7512 B TIDAL
 AR1677  PID         -  AR1677
 AR1677  STATE/COUNTY-  FL/LEVY
 AR1677  USGS QUAD   -  VISTA (1993)
 AR1677
 AR1677                         *CURRENT SURVEY CONTROL
 AR1677  ___________________________________________________________________
 AR1677* NAD 83(1986)-  29 23 45.     (N)    083 01 32.     (W)     SCALED    
 AR1677* NAVD 88     -         1.719  (meters)       5.64   (feet)  ADJUSTED  
 AR1677  ___________________________________________________________________
 AR1677  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AR1677  DYNAMIC HT  -           1.717 (meters)       5.63  (feet)  COMP
 AR1677  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AR1677
 AR1677  VERT ORDER  -  SECOND    CLASS I
 AR1677
 AR1677.The horizontal coordinates were scaled from a topographic map and have
 AR1677.an estimated accuracy of +/- 6 seconds.
 AR1677
 AR1677.The orthometric height was determined by differential leveling
 AR1677.and adjusted by the National Geodetic Survey in June 1991..
 AR1677
 AR1677.This Tidal Bench Mark is designated as VM 8202
 AR1677.by the Center for Operational Oceanographic Products and Services.
 AR1677
 AR1677.The geoid height was determined by GEOID03.
 AR1677
 AR1677.The dynamic height is computed by dividing the NAVD 88
 AR1677.geopotential number by the normal gravity value computed on the
 AR1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1677.degrees latitude (g = 980.6199 gals.).
 AR1677
 AR1677.The modeled gravity was interpolated from observed gravity values.
 AR1677
 AR1677;                    North         East    Units  Estimated Accuracy
 AR1677;SPC FL W     -   561,340.      100,460.      MT  (+/- 180 meters Scaled)
 AR1677
 AR1677                          SUPERSEDED SURVEY CONTROL
 AR1677
 AR1677.No superseded survey control is available for this station.
 AR1677
 AR1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN034535(NAD 83)
 AR1677_MARKER: DJ = TIDAL STATION DISK
 AR1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1677_SP_SET: CONCRETE POST
 AR1677_STAMPING: 7512 B 1978
 AR1677_MARK LOGO: NOS   
 AR1677_PROJECTION: RECESSED 25 CENTIMETERS
 AR1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1677+STABILITY: SURFACE MOTION
 AR1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1677+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 AR1677
 AR1677  HISTORY     - Date     Condition        Report By
 AR1677  HISTORY     - 1978     MONUMENTED       NOS
 AR1677  HISTORY     - 1985     GOOD             FLDNR
 AR1677  HISTORY     - 19950419 GOOD             USPSQD
 AR1677  HISTORY     - 20000514 GOOD             FLDEP
 AR1677
 AR1677                          STATION DESCRIPTION
 AR1677
 AR1677'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1677'15.4 MI SW FROM CHIEFLAND.
 AR1677'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1677'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1677'COUNTY ROAD C-347, GO 9.25 MILES WESTERLY ON C-347 TO THE JUNCTION OF
 AR1677'LCR 448, GO 0.35 MILE WESTERLY ON LCR 448 TO THE MARK.  THE MARK
 AR1677'BEARS 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 37 FEET WEST OF
 AR1677'THE CENTERLINE OF A DRIVEWAY, 23 FEET EAST OF THE EAST END OF A ROW
 AR1677'OF MAILBOXES, 2.5 FEET SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN
 AR1677'ATTACHED, AND IS ACROSS THE ROAD FROM THE TREASURE FISH CAMP.
 AR1677
 AR1677                          STATION RECOVERY (1995)
 AR1677
 AR1677'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1677'RECOVERED IN GOOD CONDITION.
 AR1677
 AR1677                          STATION RECOVERY (2000)
 AR1677
 AR1677'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1677'THE MARK IS ABOUT 15.3 MI (24.6 KM) SOUTHWEST OF CHIEFLAND ON COUNTY
 AR1677'ROAD 347 IN SECTION 32, TOWNSHIP 12 SOUTH, RANGE 13 EAST. TO REACH THE
 AR1677'MARK FROM THE INTERSECTION OF STATE ROAD 345 (SW 4TH AVE) AND U.S.
 AR1677'HIGHWAY 19, 98 (MAIN STREET) IN CHIEFLAND, GO SOUTHEAST ON STATE ROAD
 AR1677'345 FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF COUNTY ROAD C-347 (NW
 AR1677'60 ST), TURN RIGHT ON COUNTY ROAD C-347 AND GO WESTERLY FOR 5.3 MI
 AR1677'(8.5 KM) TO THE JUNCTION OF COUNTY ROAD C-330, TURN LEFT ON COUNTY
 AR1677'ROAD C-347 AND CONTINUE WESTERLY FOR 3.95 MI (6.36 KM) TO THE JUNCTION
 AR1677'OF NORTHWEST 46 LANE (LCR 448) ON THE RIGHT, TURN RIGHT ON NORTHWEST
 AR1677'46 LANE (LCR 448) AND GO WESTERLY FOR 0.35 TO THE MARK ON THE LEFT,
 AR1677'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 AR1677'LEVEL WITH NORTHWEST 46 LANE (LCR 448). LOCATED 24.0 FT (7.3 M) SOUTH
 AR1677'OF THE APPROXIMATE CENTERLINE OF NORTHWEST 46 LANE (LCR 448) AND 2.5
 AR1677'FT (0.8 M) SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1676 ***********************************************************************
 AR1676  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1676  DESIGNATION -  872 7512 C TIDAL
 AR1676  PID         -  AR1676
 AR1676  STATE/COUNTY-  FL/LEVY
 AR1676  USGS QUAD   -  VISTA (1993)
 AR1676
 AR1676                         *CURRENT SURVEY CONTROL
 AR1676  ___________________________________________________________________
 AR1676* NAD 83(1986)-  29 23 45.     (N)    083 01 29.     (W)     SCALED    
 AR1676* NAVD 88     -         2.118  (meters)       6.95   (feet)  ADJUSTED  
 AR1676  ___________________________________________________________________
 AR1676  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AR1676  DYNAMIC HT  -           2.115 (meters)       6.94  (feet)  COMP
 AR1676  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 AR1676
 AR1676  VERT ORDER  -  SECOND    CLASS I
 AR1676
 AR1676.The horizontal coordinates were scaled from a topographic map and have
 AR1676.an estimated accuracy of +/- 6 seconds.
 AR1676
 AR1676.The orthometric height was determined by differential leveling
 AR1676.and adjusted by the National Geodetic Survey in June 1991..
 AR1676
 AR1676.This Tidal Bench Mark is designated as VM 8203
 AR1676.by the Center for Operational Oceanographic Products and Services.
 AR1676
 AR1676.The geoid height was determined by GEOID03.
 AR1676
 AR1676.The dynamic height is computed by dividing the NAVD 88
 AR1676.geopotential number by the normal gravity value computed on the
 AR1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1676.degrees latitude (g = 980.6199 gals.).
 AR1676
 AR1676.The modeled gravity was interpolated from observed gravity values.
 AR1676
 AR1676;                    North         East    Units  Estimated Accuracy
 AR1676;SPC FL W     -   561,340.      100,540.      MT  (+/- 180 meters Scaled)
 AR1676
 AR1676                          SUPERSEDED SURVEY CONTROL
 AR1676
 AR1676.No superseded survey control is available for this station.
 AR1676
 AR1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN035535(NAD 83)
 AR1676_MARKER: DJ = TIDAL STATION DISK
 AR1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1676_SP_SET: CONCRETE POST
 AR1676_STAMPING: 7512 C 1978
 AR1676_MARK LOGO: NOS   
 AR1676_PROJECTION: RECESSED 5 CENTIMETERS
 AR1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1676+STABILITY: SURFACE MOTION
 AR1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1676+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 AR1676
 AR1676  HISTORY     - Date     Condition        Report By
 AR1676  HISTORY     - 1978     MONUMENTED       NOS
 AR1676  HISTORY     - 1985     GOOD             FLDNR
 AR1676  HISTORY     - 19950419 GOOD             USPSQD
 AR1676  HISTORY     - 20000514 GOOD             FLDEP
 AR1676
 AR1676                          STATION DESCRIPTION
 AR1676
 AR1676'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1676'15.35 MI SW FROM CHIEFLAND.
 AR1676'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1676'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1676'COUNTY ROAD C-347, GO 9.25 MILES WESTERLY ON C-347 TO THE JUNCTION OF
 AR1676'LCR 448, GO 0.3 MILE WESTERLY ON LCR 448 TO THE MARK.  THE MARK BEARS
 AR1676'21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9 FEET NORTH OF THE
 AR1676'NORTHEAST CORNER OF A FENCE, AND 3 FEET NORTH OF A POWER POLE WITH A
 AR1676'WITNESS SIGN ATTACHED.
 AR1676
 AR1676                          STATION RECOVERY (1995)
 AR1676
 AR1676'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1676'RECOVERED IN GOOD CONDITION.
 AR1676
 AR1676                          STATION RECOVERY (2000)
 AR1676
 AR1676'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1676'THE MARK IS ABOUT 15.3 MI (24.6 KM) SOUTHWEST OF CHIEFLAND ON COUNTY
 AR1676'ROAD 347 IN SECTION 32, TOWNSHIP 12 SOUTH, RANGE 13 EAST. TO REACH THE
 AR1676'MARK FROM THE INTERSECTION OF STATE ROAD 345 (SW 4TH AVE) AND U.S.
 AR1676'HIGHWAY 19, 98 (MAIN STREET) IN CHIEFLAND, GO SOUTHEAST ON STATE ROAD
 AR1676'345 FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF COUNTY ROAD C-347 (NW
 AR1676'60 ST), TURN RIGHT ON COUNTY ROAD C-347 AND GO WESTERLY FOR 5.3 MI
 AR1676'(8.5 KM) TO THE JUNCTION OF COUNTY ROAD C-330, TURN LEFT ON COUNTY
 AR1676'ROAD C-347 AND CONTINUE WESTERLY FOR 3.95 MI (6.36 KM) TO THE JUNCTION
 AR1676'OF NORTHWEST 46 LANE (LCR 448) ON THE RIGHT, TURN RIGHT ON NORHTWEST
 AR1676'46 LANE (LCR 448) AND GO WESTERLY FOR 0.3 TO THE MARK ON THE LEFT, SET
 AR1676'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 AR1676'LEVEL WITH NORTHWEST 46 LANE (LCR 448). LOCATED 21.0 FT (6.4 M) SOUTH
 AR1676'OF THE APPROXIMATE CENTERLINE OF NORTHWEST 46 LANE (LCR 448) AND 3.0
 AR1676'FT (0.9 M) NORTH OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1675 ***********************************************************************
 AR1675  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1675  DESIGNATION -  872 7512 D TIDAL
 AR1675  PID         -  AR1675
 AR1675  STATE/COUNTY-  FL/LEVY
 AR1675  USGS QUAD   -  VISTA (1993)
 AR1675
 AR1675                         *CURRENT SURVEY CONTROL
 AR1675  ___________________________________________________________________
 AR1675* NAD 83(1986)-  29 23 47.     (N)    083 01 28.     (W)     SCALED    
 AR1675* NAVD 88     -         2.114  (meters)       6.94   (feet)  ADJUSTED  
 AR1675  ___________________________________________________________________
 AR1675  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AR1675  DYNAMIC HT  -           2.111 (meters)       6.93  (feet)  COMP
 AR1675  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 AR1675
 AR1675  VERT ORDER  -  SECOND    CLASS I
 AR1675
 AR1675.The horizontal coordinates were scaled from a topographic map and have
 AR1675.an estimated accuracy of +/- 6 seconds.
 AR1675
 AR1675.The orthometric height was determined by differential leveling
 AR1675.and adjusted by the National Geodetic Survey in June 1991..
 AR1675
 AR1675.This Tidal Bench Mark is designated as VM 8204
 AR1675.by the Center for Operational Oceanographic Products and Services.
 AR1675
 AR1675.The geoid height was determined by GEOID03.
 AR1675
 AR1675.The dynamic height is computed by dividing the NAVD 88
 AR1675.geopotential number by the normal gravity value computed on the
 AR1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1675.degrees latitude (g = 980.6199 gals.).
 AR1675
 AR1675.The modeled gravity was interpolated from observed gravity values.
 AR1675
 AR1675;                    North         East    Units  Estimated Accuracy
 AR1675;SPC FL W     -   561,400.      100,570.      MT  (+/- 180 meters Scaled)
 AR1675
 AR1675                          SUPERSEDED SURVEY CONTROL
 AR1675
 AR1675.No superseded survey control is available for this station.
 AR1675
 AR1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN035536(NAD 83)
 AR1675_MARKER: DJ = TIDAL STATION DISK
 AR1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1675_SP_SET: CONCRETE POST
 AR1675_STAMPING: 7512 D 1978
 AR1675_MARK LOGO: NOS   
 AR1675_PROJECTION: RECESSED 5 CENTIMETERS
 AR1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1675+STABILITY: SURFACE MOTION
 AR1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1675+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 AR1675
 AR1675  HISTORY     - Date     Condition        Report By
 AR1675  HISTORY     - 1978     MONUMENTED       NOS
 AR1675  HISTORY     - 1985     GOOD             FLDNR
 AR1675  HISTORY     - 19950419 GOOD             USPSQD
 AR1675  HISTORY     - 20000514 GOOD             FLDEP
 AR1675
 AR1675                          STATION DESCRIPTION
 AR1675
 AR1675'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1675'15.3 MI SW FROM CHIEFLAND.
 AR1675'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1675'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1675'COUNTY ROAD C-347, GO 9.25 MILES WESTERLY ON C-347 TO THE JUNCTION OF
 AR1675'LCR 448, GO 0.25 MILE WESTERLY ON LCR 448 TO THE MARK.  THE MARK
 AR1675'BEARS 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 13 FEET
 AR1675'NORTHEAST OF THE SOUTH CORNER OF A REDWOOD FENCE, 4 FEET SOUTHEAST OF
 AR1675'THE FENCE, 70 FEET SOUTHWEST OF THE CENTER OF THE SOUTHWEST GATE OF
 AR1675'THE FENCE, AND 3.8 FEET SOUTHEAST OF A WITNESS POST.
 AR1675
 AR1675                          STATION RECOVERY (1995)
 AR1675
 AR1675'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1675'RECOVERED IN GOOD CONDITION.
 AR1675
 AR1675                          STATION RECOVERY (2000)
 AR1675
 AR1675'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1675'THE MARK IS ABOUT 15.2 MI (24.5 KM) SOUTHWEST OF CHIEFLAND ON COUNTY
 AR1675'ROAD 347 IN SECTION 32, TOWNSHIP 12 SOUTH, RANGE 13 EAST. TO REACH THE
 AR1675'MARK FROM THE INTERSECTION OF STATE ROAD 345 (SW 4TH AVE) AND U.S.
 AR1675'HIGHWAY 19, 98 (MAIN STREET) IN CHIEFLAND, GO SOUTHEAST ON STATE ROAD
 AR1675'345 FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF COUNTY ROAD C-347 (NW
 AR1675'60 ST), TURN RIGHT ON COUNTY ROAD C-347 AND GO WESTERLY FOR 5.3 MI
 AR1675'(8.5 KM) TO THE JUNCTION OF COUNTY ROAD C-330, TURN LEFT ON COUNTY
 AR1675'ROAD C-346 AND CONTINUE WESTERLY FOR 3.95 MI (6.36 KM) TO THE JUNCTION
 AR1675'OF NORTHWEST 46 LANE (LCR 448) ON THE RIGHT, TURN RIGHT ON NORTHWEST
 AR1675'46 LANE (LCR 448) AND GO WESTERLY FOR 0.25 TO THE MARK ON THE RIGHT,
 AR1675'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM)
 AR1675'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF NORTHWEST 46 LANE
 AR1675'(LCR 448). LOCATED 100.0 FT (30.5 M) SOUTHWEST OF MAIL BOX NUMBER
 AR1675'15116, 75.0 FT (22.9 M) SOUTHWEST OF A DRIVEWAY, 40.0 FT (12.2 M)
 AR1675'NORTH AND ACROSS THE SOUTHEAST SIDE FROM THE APPROXIMATE CENTERLINE OF
 AR1675'A CONCRETE DRIVEWAY LEADING SOUTH, 24.0 FT (7.3 M) NORTHWEST OF THE
 AR1675'APPROXIMATE CENTERLINE OF NORTHWEST 46 LANE (LCR 448), 13.0 FT (4.0 M)
 AR1675'NORTHEAST OF THE SOUTH END OF A 8-FOOT TALL WOODEN FENCE AND 3.8 FT
 AR1675'(1.2 M) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1674 ***********************************************************************
 AR1674  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1674  DESIGNATION -  872 7512 E TIDAL
 AR1674  PID         -  AR1674
 AR1674  STATE/COUNTY-  FL/LEVY
 AR1674  USGS QUAD   -  VISTA (1993)
 AR1674
 AR1674                         *CURRENT SURVEY CONTROL
 AR1674  ___________________________________________________________________
 AR1674* NAD 83(1986)-  29 23 48.     (N)    083 01 26.     (W)     SCALED    
 AR1674* NAVD 88     -         1.957  (meters)       6.42   (feet)  ADJUSTED  
 AR1674  ___________________________________________________________________
 AR1674  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AR1674  DYNAMIC HT  -           1.954 (meters)       6.41  (feet)  COMP
 AR1674  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 AR1674
 AR1674  VERT ORDER  -  SECOND    CLASS I
 AR1674
 AR1674.The horizontal coordinates were scaled from a topographic map and have
 AR1674.an estimated accuracy of +/- 6 seconds.
 AR1674
 AR1674.The orthometric height was determined by differential leveling
 AR1674.and adjusted by the National Geodetic Survey in June 1991..
 AR1674
 AR1674.This Tidal Bench Mark is designated as VM 8205
 AR1674.by the Center for Operational Oceanographic Products and Services.
 AR1674
 AR1674.The geoid height was determined by GEOID03.
 AR1674
 AR1674.The dynamic height is computed by dividing the NAVD 88
 AR1674.geopotential number by the normal gravity value computed on the
 AR1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1674.degrees latitude (g = 980.6199 gals.).
 AR1674
 AR1674.The modeled gravity was interpolated from observed gravity values.
 AR1674
 AR1674;                    North         East    Units  Estimated Accuracy
 AR1674;SPC FL W     -   561,430.      100,620.      MT  (+/- 180 meters Scaled)
 AR1674
 AR1674                          SUPERSEDED SURVEY CONTROL
 AR1674
 AR1674.No superseded survey control is available for this station.
 AR1674
 AR1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN036536(NAD 83)
 AR1674_MARKER: DJ = TIDAL STATION DISK
 AR1674_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AR1674_SP_SET: GALVANIZED STEEL ROD
 AR1674_STAMPING: 7512 E 1978
 AR1674_MARK LOGO: NOS   
 AR1674_PROJECTION: FLUSH
 AR1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1674+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 AR1674_ROD/PIPE-DEPTH: 9.75 meters
 AR1674
 AR1674  HISTORY     - Date     Condition        Report By
 AR1674  HISTORY     - 1978     MONUMENTED       NOS
 AR1674  HISTORY     - 1985     GOOD             FLDNR
 AR1674  HISTORY     - 19950419 GOOD             USPSQD
 AR1674  HISTORY     - 20000514 MARK NOT FOUND   FLDEP
 AR1674
 AR1674                          STATION DESCRIPTION
 AR1674
 AR1674'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1674'15.25 MI SW FROM CHIEFLAND.
 AR1674'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1674'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1674'COUNTY ROAD C-347, GO 9.25 MILES WESTERLY ON C-347 TO THE JUNCTION OF
 AR1674'LCR 448, GO 0.2 MILE WESTERLY ON LCR 448 TO THE MARK.  THE MARK BEARS
 AR1674'37 FEET NORTH-NORTHEAST OF THE EASTERNMOST GATE IN A REDWOOD FENCE,
 AR1674'21 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 5.5 FEET
 AR1674'SOUTH-SOUTHEAST OF THE FENCE AND AN ATTACHED WITNESS SIGN.
 AR1674
 AR1674                          STATION RECOVERY (1995)
 AR1674
 AR1674'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1674'RECOVERED IN GOOD CONDITION.
 AR1674
 AR1674                          STATION RECOVERY (2000)
 AR1674
 AR1674'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1674'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1667 ***********************************************************************
 AR1667  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1667  DESIGNATION -  872 7520 A TIDAL
 AR1667  PID         -  AR1667
 AR1667  STATE/COUNTY-  FL/LEVY
 AR1667  USGS QUAD   -  CEDAR KEY (1993)
 AR1667
 AR1667                         *CURRENT SURVEY CONTROL
 AR1667  ___________________________________________________________________
 AR1667* NAD 83(1999)-  29 08 04.03946(N)    083 01 52.22750(W)     ADJUSTED  
 AR1667* NAVD 88     -         2.411  (meters)       7.91   (feet)  ADJUSTED  
 AR1667  ___________________________________________________________________
 AR1667  X           -     676,480.678 (meters)                     COMP
 AR1667  Y           -  -5,534,385.543 (meters)                     COMP
 AR1667  Z           -   3,086,914.667 (meters)                     COMP
 AR1667  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AR1667  ELLIP HEIGHT-         -24.99  (meters)          (05/31/01) GPS OBS
 AR1667  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AR1667  DYNAMIC HT  -           2.408 (meters)       7.90  (feet)  COMP
 AR1667  MODELED GRAV-     979,246.7   (mgal)                       NAVD 88
 AR1667
 AR1667  HORZ ORDER  -  B
 AR1667  VERT ORDER  -  SECOND    CLASS I
 AR1667  ELLP ORDER  -  FIFTH     CLASS I
 AR1667
 AR1667.The horizontal coordinates were established by GPS observations
 AR1667.and adjusted by the National Geodetic Survey in May 2001..
 AR1667
 AR1667.The orthometric height was determined by differential leveling
 AR1667.and adjusted by the National Geodetic Survey in June 1991..
 AR1667.WARNING-GPS observations at this control monument resulted in a GPS
 AR1667.derived orthometric height which differed from the leveled height by
 AR1667.more than one decimeter (0.1 meter).
 AR1667
 AR1667.This Tidal Bench Mark is designated as VM 761
 AR1667.by the Center for Operational Oceanographic Products and Services.
 AR1667
 AR1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1667
 AR1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1667
 AR1667.The ellipsoidal height was determined by GPS observations
 AR1667.and is referenced to NAD 83.
 AR1667
 AR1667.The geoid height was determined by GEOID03.
 AR1667
 AR1667.The dynamic height is computed by dividing the NAVD 88
 AR1667.geopotential number by the normal gravity value computed on the
 AR1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1667.degrees latitude (g = 980.6199 gals.).
 AR1667
 AR1667.The modeled gravity was interpolated from observed gravity values.
 AR1667
 AR1667;                    North         East     Units Scale Factor Converg.
 AR1667;SPC FL W     -   532,371.428    99,656.839   MT  1.00006538   -0 30 07.5
 AR1667;SPC FL W     - 1,746,621.93    326,957.48   sFT  1.00006538   -0 30 07.5
 AR1667;UTM  17      - 3,224,587.985   302,398.400   MT  1.00008185   -0 59 21.2
 AR1667
 AR1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1667!SPC FL W     -   1.00000393  x   1.00006538  =   1.00006931
 AR1667!UTM  17      -   1.00000393  x   1.00008185  =   1.00008578
 AR1667
 AR1667                          SUPERSEDED SURVEY CONTROL
 AR1667
 AR1667  NAD 83(1990)-  29 08 04.03825(N)    083 01 52.22703(W) AD(       ) B
 AR1667  ELLIP H (06/02/94)  -24.99   (m)                       GP(       ) 3 1
 AR1667
 AR1667.Superseded values are not recommended for survey control.
 AR1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1667.See file dsdata.txt to determine how the superseded data were derived.
 AR1667
 AR1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN0239824588(NAD 83)
 AR1667_MARKER: DJ = TIDAL STATION DISK
 AR1667_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AR1667_SP_SET: CONCRETE SIDEWALK
 AR1667_STAMPING: 7520 A 1983
 AR1667_MARK LOGO: NOS   
 AR1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1667+STABILITY: SURFACE MOTION
 AR1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1667+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2002
 AR1667
 AR1667  HISTORY     - Date     Condition        Report By
 AR1667  HISTORY     - 1983     MONUMENTED       NOS
 AR1667  HISTORY     - 1985     GOOD             FLDNR
 AR1667  HISTORY     - 19930327 GOOD             NGS
 AR1667  HISTORY     - 19970122 GOOD             USPSQD
 AR1667  HISTORY     - 20000614 GOOD             FLDEP
 AR1667  HISTORY     - 20020203 GOOD             NGS
 AR1667
 AR1667                          STATION DESCRIPTION
 AR1667
 AR1667'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1667'IN CEDAR KEY.
 AR1667'THE MARK IS 0.8 FT ABOVE STREET.
 AR1667'THE MARK IS NEAR THE INTERSECTION OF C STREET AND DOCK STREET.  THE
 AR1667'MARK BEARS 2 FEET WEST OF THE NORTHWEST CORNER OF THE CITY PIER, 1.6
 AR1667'FEET NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL, AND
 AR1667'ABOUT 310 FEET SOUTH-SOUTHEAST OF TIDAL BENCH MARK D 280.  THE MARK
 AR1667'IS SET FLUSH IN THE SIDEWALK ATOP THE SEAWALL, AT THE SOUTH END OF C
 AR1667'STREET AND SOUTH OF THE WEST END OF DOCK STREET.
 AR1667
 AR1667                          STATION RECOVERY (1993)
 AR1667
 AR1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AR1667'THE STATION IS LOCATED ABOUT 60 MI (96.6 KM) SOUTHWEST OF GAINESVILLE
 AR1667'ON CEDAR KEY, ABOUT 0.3 MI (0.5 KM) SOUTH OF THE POST OFFICE AND NEAR
 AR1667'THE INTERSECTION OF C AND DOCK STREET SET IN THE CONCRETE SIDEWALK
 AR1667'JUST BEFORE THE START OF THE FISHING PIER.  OWNERSHIP-- HIGHWAY RIGHT
 AR1667'OF WAY.
 AR1667'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 24 AND 2 ND
 AR1667'STREET IN IN CEDAR KEY, GO EAST ON 2 ND STREET FOR 0.05 MI (0.08 KM)
 AR1667'TO C STREET.  TURN RIGHT AND GO SOUTH O.2 MI ON C STREET TO A LARGE
 AR1667'CONCRETE BRIDGE LEADING TO THE FISHING PIER. CONTINUE AHEAD SOUTHERLY
 AR1667'0.05 MI (0.08 KM) TO THE END OF C STREET AND THE WEST END OF DOCK
 AR1667'STREET AND THE STATION STRAIGHT AHEAD IN THE TOP OF THE CONCRETE
 AR1667'SIDEWALK ATOP A SEAWALL.
 AR1667'LOCATED 5.1 M (16.7 FT) SOUTHEAST FROM THE JUNCTION OF WHERE THE
 AR1667'CENTERLINES MEET AT THE END OF THE TWO STREETS, 0.6 M (2.0 FT) WEST
 AR1667'OF THE NORTHWEST CORNER OF THE CITY PIER, 0.5 M (1.6 FT) NORTHWEST OF
 AR1667'THE SOUTHEAST END OF THE GUARDRAIL.
 AR1667'NOTE, DIFFICULT TRIPOD SET-UP. NOT MUCH ROOM.  LOTS OF PEOPLE TRAFFIC
 AR1667'AND PARKING IS A PREMIUM.
 AR1667
 AR1667                          STATION RECOVERY (1997)
 AR1667
 AR1667'RECOVERY NOTE BY US POWER SQUADRON 1997
 AR1667'RECOVERED IN GOOD CONDITION.
 AR1667
 AR1667                          STATION RECOVERY (2000)
 AR1667
 AR1667'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AR1667'RECOVERED AS DESCRIBED.
 AR1667
 AR1667                          STATION RECOVERY (2002)
 AR1667
 AR1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AR1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1666 ***********************************************************************
 AR1666  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1666  DESIGNATION -  872 7520 K TIDAL
 AR1666  PID         -  AR1666
 AR1666  STATE/COUNTY-  FL/LEVY
 AR1666  USGS QUAD   -  CEDAR KEY (1993)
 AR1666
 AR1666                         *CURRENT SURVEY CONTROL
 AR1666  ___________________________________________________________________
 AR1666* NAD 83(1986)-  29 08 12.     (N)    083 02 06.     (W)     SCALED    
 AR1666* NAVD 88     -         6.345  (meters)      20.82   (feet)  ADJUSTED  
 AR1666  ___________________________________________________________________
 AR1666  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AR1666  DYNAMIC HT  -           6.336 (meters)      20.79  (feet)  COMP
 AR1666  MODELED GRAV-     979,246.7   (mgal)                       NAVD 88
 AR1666
 AR1666  VERT ORDER  -  SECOND    CLASS I
 AR1666
 AR1666.The horizontal coordinates were scaled from a topographic map and have
 AR1666.an estimated accuracy of +/- 6 seconds.
 AR1666
 AR1666.The orthometric height was determined by differential leveling
 AR1666.and adjusted by the National Geodetic Survey in June 1991..
 AR1666
 AR1666.This Tidal Bench Mark is designated as VM 760
 AR1666.by the Center for Operational Oceanographic Products and Services.
 AR1666
 AR1666.The geoid height was determined by GEOID03.
 AR1666
 AR1666.The dynamic height is computed by dividing the NAVD 88
 AR1666.geopotential number by the normal gravity value computed on the
 AR1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1666.degrees latitude (g = 980.6199 gals.).
 AR1666
 AR1666.The modeled gravity was interpolated from observed gravity values.
 AR1666
 AR1666;                    North         East    Units  Estimated Accuracy
 AR1666;SPC FL W     -   532,620.       99,290.      MT  (+/- 180 meters Scaled)
 AR1666
 AR1666                          SUPERSEDED SURVEY CONTROL
 AR1666
 AR1666.No superseded survey control is available for this station.
 AR1666
 AR1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN020248(NAD 83)
 AR1666_MARKER: DJ = TIDAL STATION DISK
 AR1666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AR1666_SP_SET: STAINLESS STEEL ROD
 AR1666_STAMPING: 7520 K 1978
 AR1666_MARK LOGO: NOS   
 AR1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1666+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2002
 AR1666
 AR1666  HISTORY     - Date     Condition        Report By
 AR1666  HISTORY     - 1978     MONUMENTED       NOS
 AR1666  HISTORY     - 1985     GOOD             FLDNR
 AR1666  HISTORY     - 19970122 GOOD             USPSQD
 AR1666  HISTORY     - 20020203 GOOD             NGS
 AR1666
 AR1666                          STATION DESCRIPTION
 AR1666
 AR1666'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1666'IN CEDAR KEY.
 AR1666'THE MARK IS NEAR THE INTERSECTION OF E STREET AND 3RD STREET.  THE
 AR1666'MARK BEARS 131 FEET WEST OF THE CENTERLINE OF E STREET, 18.9 FEET
 AR1666'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHERN BELL
 AR1666'TELEPHONE COMPANY BUILDING, 16.5 FEET SOUTHWEST OF A MANHOLE COVER,
 AR1666'4.9 FEET SOUTH OF THE NORTH END OF A RETAINING WALL, AND IS SET ATOP
 AR1666'AN UNPROTECTED STAINLESS STEEL ROD, DRIVEN 36 FEET TO REFUSAL,
 AR1666'PROJECTING 2 INCHES ABOVE THE GROUND.
 AR1666
 AR1666                          STATION RECOVERY (1997)
 AR1666
 AR1666'RECOVERY NOTE BY US POWER SQUADRON 1997
 AR1666'RECOVERED IN GOOD CONDITION.
 AR1666
 AR1666                          STATION RECOVERY (2002)
 AR1666
 AR1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AR1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1201 ***********************************************************************
 AR1201  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1201  DESIGNATION -  872 7520 TIDAL 16
 AR1201  PID         -  AR1201
 AR1201  STATE/COUNTY-  FL/LEVY
 AR1201  USGS QUAD   -  CEDAR KEY (1993)
 AR1201
 AR1201                         *CURRENT SURVEY CONTROL
 AR1201  ___________________________________________________________________
 AR1201* NAD 83(1986)-  29 08 18.     (N)    083 01 40.     (W)     SCALED    
 AR1201* NAVD 88     -         2.054  (meters)       6.74   (feet)  ADJUSTED  
 AR1201  ___________________________________________________________________
 AR1201  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AR1201  DYNAMIC HT  -           2.051 (meters)       6.73  (feet)  COMP
 AR1201  MODELED GRAV-     979,247.2   (mgal)                       NAVD 88
 AR1201
 AR1201  VERT ORDER  -  FIRST     CLASS I
 AR1201
 AR1201.The horizontal coordinates were scaled from a topographic map and have
 AR1201.an estimated accuracy of +/- 6 seconds.
 AR1201
 AR1201.The orthometric height was determined by differential leveling
 AR1201.and adjusted by the National Geodetic Survey in June 1991..
 AR1201
 AR1201.This Tidal Bench Mark is designated as VM 752
 AR1201.by the Center for Operational Oceanographic Products and Services.
 AR1201
 AR1201.The geoid height was determined by GEOID03.
 AR1201
 AR1201.The dynamic height is computed by dividing the NAVD 88
 AR1201.geopotential number by the normal gravity value computed on the
 AR1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1201.degrees latitude (g = 980.6199 gals.).
 AR1201
 AR1201.The modeled gravity was interpolated from observed gravity values.
 AR1201
 AR1201;                    North         East    Units  Estimated Accuracy
 AR1201;SPC FL W     -   532,800.       99,990.      MT  (+/- 180 meters Scaled)
 AR1201
 AR1201                          SUPERSEDED SURVEY CONTROL
 AR1201
 AR1201  NGVD 29 (??/??/92)    2.262  (m)            7.42   (f) ADJ UNCH    1 1
 AR1201
 AR1201.Superseded values are not recommended for survey control.
 AR1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1201.See file dsdata.txt to determine how the superseded data were derived.
 AR1201
 AR1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN027250(NAD 83)
 AR1201_MARKER: DJ = TIDAL STATION DISK
 AR1201_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AR1201_SP_SET: BUILDING WALL
 AR1201_STAMPING: 16 1923
 AR1201_MARK LOGO: CGS   
 AR1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1201+STABILITY: SURFACE MOTION
 AR1201
 AR1201  HISTORY     - Date     Condition        Report By
 AR1201  HISTORY     - 1923     MONUMENTED       CGS
 AR1201  HISTORY     - 1967     GOOD             NGS
 AR1201  HISTORY     - 1985     GOOD             FLDNR
 AR1201  HISTORY     - 1989     GOOD             USPSQD
 AR1201  HISTORY     - 20020203 MARK NOT FOUND   NGS
 AR1201
 AR1201                          STATION DESCRIPTION
 AR1201
 AR1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR1201'AT CEDAR KEY.
 AR1201'AT CEDAR KEY, ABOUT 0.2 MILE NORTHEAST ALONG MAIN STREET FROM
 AR1201'THE POST OFFICE BUILDING, IN SECTION 32, R 13 E, T 15 S, AT THE
 AR1201'NORTHEAST END OF MAIN STREET, SET VERTICALLY IN THE WEST FACE
 AR1201'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A
 AR1201'TWO-STORIED CONCRETE BLOCK BUILDING OF THE CEDAR KEY SEAFOOD
 AR1201'PACKING PLANT, 96.0 FEET NORTH OF THE CENTER LINE OF THE STREET,
 AR1201'0.6 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 2.6
 AR1201'FEET ABOVE THE CONCRETE FLOOR OF BUILDING.  WAY KEY.
 AR1201
 AR1201                          STATION RECOVERY (1985)
 AR1201
 AR1201'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1201'RECOVERED IN GOOD CONDITION.
 AR1201
 AR1201                          STATION RECOVERY (1989)
 AR1201
 AR1201'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1201'RECOVERED IN GOOD CONDITION.
 AR1201
 AR1201                          STATION RECOVERY (2002)
 AR1201
 AR1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AR1201'PACKING PLANT IS NOW THE SALES OFFICE FOR OLD FENIMORE MILL CONDO
 AR1201'RENTALS AT NE CORNER OF 2ND STREET AND OLD MILL DRIVE.  THERE HAS BEEN
 AR1201'REGRADING OF SOILS AROUND THE BUILDING.  MARK WAS NOT SEEN, BUT COULD
 AR1201'BE BURIED UNDER  NEW SOILS PUSHED AGAINST BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1203 ***********************************************************************
 AR1203  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1203  DESIGNATION -  872 7520 TIDAL 17
 AR1203  PID         -  AR1203
 AR1203  STATE/COUNTY-  FL/LEVY
 AR1203  USGS QUAD   -  CEDAR KEY (1993)
 AR1203
 AR1203                         *CURRENT SURVEY CONTROL
 AR1203  ___________________________________________________________________
 AR1203* NAD 83(1986)-  29 08 14.     (N)    083 01 52.     (W)     SCALED    
 AR1203* NAVD 88     -         4.314  (meters)      14.15   (feet)  ADJUSTED  
 AR1203  ___________________________________________________________________
 AR1203  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AR1203  DYNAMIC HT  -           4.308 (meters)      14.13  (feet)  COMP
 AR1203  MODELED GRAV-     979,246.9   (mgal)                       NAVD 88
 AR1203
 AR1203  VERT ORDER  -  FIRST     CLASS I
 AR1203
 AR1203.The horizontal coordinates were scaled from a topographic map and have
 AR1203.an estimated accuracy of +/- 6 seconds.
 AR1203
 AR1203.The orthometric height was determined by differential leveling
 AR1203.and adjusted by the National Geodetic Survey in June 1991..
 AR1203
 AR1203.This Tidal Bench Mark is designated as VM 753
 AR1203.by the Center for Operational Oceanographic Products and Services.
 AR1203
 AR1203.The geoid height was determined by GEOID03.
 AR1203
 AR1203.The dynamic height is computed by dividing the NAVD 88
 AR1203.geopotential number by the normal gravity value computed on the
 AR1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1203.degrees latitude (g = 980.6199 gals.).
 AR1203
 AR1203.The modeled gravity was interpolated from observed gravity values.
 AR1203
 AR1203;                    North         East    Units  Estimated Accuracy
 AR1203;SPC FL W     -   532,680.       99,670.      MT  (+/- 180 meters Scaled)
 AR1203
 AR1203                          SUPERSEDED SURVEY CONTROL
 AR1203
 AR1203  NGVD 29 (??/??/92)    4.522  (m)           14.84   (f) ADJ UNCH    1 1
 AR1203
 AR1203.Superseded values are not recommended for survey control.
 AR1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1203.See file dsdata.txt to determine how the superseded data were derived.
 AR1203
 AR1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN024248(NAD 83)
 AR1203_MARKER: DJ = TIDAL STATION DISK
 AR1203_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AR1203_SP_SET: BUILDING WALL
 AR1203_STAMPING: 17 1923
 AR1203_MARK LOGO: CGS   
 AR1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1203+STABILITY: SURFACE MOTION
 AR1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1203+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2002
 AR1203
 AR1203  HISTORY     - Date     Condition        Report By
 AR1203  HISTORY     - 1923     MONUMENTED       CGS
 AR1203  HISTORY     - 1967     GOOD             NGS
 AR1203  HISTORY     - 1985     GOOD             FLDNR
 AR1203  HISTORY     - 1989     GOOD             USPSQD
 AR1203  HISTORY     - 20020203 GOOD             NGS
 AR1203
 AR1203                          STATION DESCRIPTION
 AR1203
 AR1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR1203'AT CEDAR KEY.
 AR1203'AT CEDAR KEY, DIRECTLY ACROSS MAIN STREET FROM THE POST OFFICE
 AR1203'BUILDING, IN SECTION 32, R 13 E, T 15 S, IN THE NORTH CORNER
 AR1203'OF AN INTERSECTION, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 AR1203'SOUTH CORNER OF THE ISLAND HOTEL, (A TWO-STORIED PINK STUCCO
 AR1203'BUILDING), 16 FEET NORTHWEST OF THE NORTHWEST CURB OF THE NORTHWEST
 AR1203'CURB OF MAIN STREET, 2.5 FEET NORTHWEST OF THE SOUTH CORNER OF
 AR1203'THE BUILDING AND 4 FEET ABOVE THE LEVEL OF THE STREET.  WAY KEY.
 AR1203
 AR1203                          STATION RECOVERY (1985)
 AR1203
 AR1203'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1203'RECOVERED IN GOOD CONDITION.
 AR1203
 AR1203                          STATION RECOVERY (1989)
 AR1203
 AR1203'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1203'RECOVERED IN GOOD CONDITION.
 AR1203
 AR1203                          STATION RECOVERY (2002)
 AR1203
 AR1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AR1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1211 ***********************************************************************
 AR1211  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1211  DESIGNATION -  872 7520 TIDAL 18
 AR1211  PID         -  AR1211
 AR1211  STATE/COUNTY-  FL/LEVY
 AR1211  USGS QUAD   -  CEDAR KEY (1993)
 AR1211
 AR1211                         *CURRENT SURVEY CONTROL
 AR1211  ___________________________________________________________________
 AR1211* NAD 83(1986)-  29 08 11.     (N)    083 01 56.     (W)     SCALED    
 AR1211* NAVD 88     -         1.525  (meters)       5.00   (feet)  ADJUSTED  
 AR1211  ___________________________________________________________________
 AR1211  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AR1211  DYNAMIC HT  -           1.523 (meters)       5.00  (feet)  COMP
 AR1211  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 AR1211
 AR1211  VERT ORDER  -  FIRST     CLASS I
 AR1211
 AR1211.The horizontal coordinates were scaled from a topographic map and have
 AR1211.an estimated accuracy of +/- 6 seconds.
 AR1211
 AR1211.The orthometric height was determined by differential leveling
 AR1211.and adjusted by the National Geodetic Survey in June 1991..
 AR1211
 AR1211.This Tidal Bench Mark is designated as VM 754
 AR1211.by the Center for Operational Oceanographic Products and Services.
 AR1211
 AR1211.The geoid height was determined by GEOID03.
 AR1211
 AR1211.The dynamic height is computed by dividing the NAVD 88
 AR1211.geopotential number by the normal gravity value computed on the
 AR1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1211.degrees latitude (g = 980.6199 gals.).
 AR1211
 AR1211.The modeled gravity was interpolated from observed gravity values.
 AR1211
 AR1211;                    North         East    Units  Estimated Accuracy
 AR1211;SPC FL W     -   532,590.       99,560.      MT  (+/- 180 meters Scaled)
 AR1211
 AR1211                          SUPERSEDED SURVEY CONTROL
 AR1211
 AR1211  NGVD 29 (??/??/92)    1.735  (m)            5.69   (f) ADJ UNCH    1 1
 AR1211
 AR1211.Superseded values are not recommended for survey control.
 AR1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1211.See file dsdata.txt to determine how the superseded data were derived.
 AR1211
 AR1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN023248(NAD 83)
 AR1211_MARKER: DJ = TIDAL STATION DISK
 AR1211_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AR1211_SP_SET: SIDEWALK
 AR1211_STAMPING: 18 1923
 AR1211_MARK LOGO: CGS   
 AR1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1211+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2002
 AR1211
 AR1211  HISTORY     - Date     Condition        Report By
 AR1211  HISTORY     - 1923     MONUMENTED       CGS
 AR1211  HISTORY     - 1967     GOOD             NGS
 AR1211  HISTORY     - 1985     GOOD             FLDNR
 AR1211  HISTORY     - 1989     GOOD             USPSQD
 AR1211  HISTORY     - 20020203 GOOD             NGS
 AR1211
 AR1211                          STATION DESCRIPTION
 AR1211
 AR1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR1211'AT CEDAR KEY.
 AR1211'AT CEDAR KEY, ABOUT 1 BLOCK FROM THE POST OFFICE BUILDING, IN
 AR1211'SECTION 32, R 13 E, T 15 S, IN THE SOUTH CORNER OF THE
 AR1211'INTERSECTION OF THE MAIN STREET AND A STREET LEADING SOUTHEAST
 AR1211'TO A LARGE CONCRETE BRIDGE, SET ON THE TOP OF AN OLD SIDEWALK
 AR1211'WHICH IS ALMOST PARTLY COVERED WITH DIRT, 30 1/2 FEET SOUTHWEST
 AR1211'OF THE CENTER LINE OF THE STREET LEADING SOUTHEAST, 9.9 FEET
 AR1211'SOUTHEAST OF THE SOUTHEAST CURB OF MAIN STREET, 12 FEET NORTH
 AR1211'OF THE NORTH CORNER OF A SMALL WHITE HOUSE, ABOUT LEVEL WITH
 AR1211'THE STREET AND 0.2 FOOT UNDERGROUND.  WAY KEY.
 AR1211
 AR1211                          STATION RECOVERY (1985)
 AR1211
 AR1211'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1211'RECOVERED IN GOOD CONDITION.
 AR1211
 AR1211                          STATION RECOVERY (1989)
 AR1211
 AR1211'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1211'RECOVERED IN GOOD CONDITION.
 AR1211
 AR1211                          STATION RECOVERY (2002)
 AR1211
 AR1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AR1211'WHITE HOUSE IS NOW A PINK ANTIQUE STORE.  MARK IS 0.5 FEET (NOT 10
 AR1211'FEET) SE OF SE CURB OF SECOND ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1217 ***********************************************************************
 AR1217  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1217  DESIGNATION -  872 7520 TIDAL 25
 AR1217  PID         -  AR1217
 AR1217  STATE/COUNTY-  FL/LEVY
 AR1217  USGS QUAD   -  CEDAR KEY (1993)
 AR1217
 AR1217                         *CURRENT SURVEY CONTROL
 AR1217  ___________________________________________________________________
 AR1217* NAD 83(1986)-  29 08 08.     (N)    083 02 11.     (W)     SCALED    
 AR1217* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 AR1217  ___________________________________________________________________
 AR1217  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AR1217  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 AR1217  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 AR1217
 AR1217  VERT ORDER  -  FIRST     CLASS I
 AR1217
 AR1217.The horizontal coordinates were scaled from a topographic map and have
 AR1217.an estimated accuracy of +/- 6 seconds.
 AR1217
 AR1217.The orthometric height was determined by differential leveling
 AR1217.and adjusted by the National Geodetic Survey in June 1991..
 AR1217
 AR1217.This Tidal Bench Mark is designated as VM 755
 AR1217.by the Center for Operational Oceanographic Products and Services.
 AR1217
 AR1217.The geoid height was determined by GEOID03.
 AR1217
 AR1217.The dynamic height is computed by dividing the NAVD 88
 AR1217.geopotential number by the normal gravity value computed on the
 AR1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1217.degrees latitude (g = 980.6199 gals.).
 AR1217
 AR1217.The modeled gravity was interpolated from observed gravity values.
 AR1217
 AR1217;                    North         East    Units  Estimated Accuracy
 AR1217;SPC FL W     -   532,500.       99,150.      MT  (+/- 180 meters Scaled)
 AR1217
 AR1217                          SUPERSEDED SURVEY CONTROL
 AR1217
 AR1217  NGVD 29 (??/??/92)    2.556  (m)            8.39   (f) ADJ UNCH    1 1
 AR1217
 AR1217.Superseded values are not recommended for survey control.
 AR1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1217.See file dsdata.txt to determine how the superseded data were derived.
 AR1217
 AR1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN018247(NAD 83)
 AR1217_MARKER: DJ = TIDAL STATION DISK
 AR1217_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AR1217+WITH SETTING: PAVEMENT
 AR1217_SP_SET: CONCRETE BASIN
 AR1217_STAMPING: NO 25 1953
 AR1217_MARK LOGO: CGS   
 AR1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1217+STABILITY: SURFACE MOTION
 AR1217
 AR1217  HISTORY     - Date     Condition        Report By
 AR1217  HISTORY     - 1953     MONUMENTED       CGS
 AR1217  HISTORY     - 1967     GOOD             NGS
 AR1217  HISTORY     - 1985     GOOD             FLDNR
 AR1217  HISTORY     - 1989     GOOD             USPSQD
 AR1217  HISTORY     - 20020203 MARK NOT FOUND   NGS
 AR1217
 AR1217                          STATION DESCRIPTION
 AR1217
 AR1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR1217'AT CEDAR KEY.
 AR1217'AT CEDAR KEY, IN SECTION 32, R 13 E, T 15 S, 0.25 MILE SOUTHEAST
 AR1217'ALONG A BLACK TOPPED STREET FROM THE CEDAR KEY HIGH SCHOOL, AT
 AR1217'THE SOUTHEAST END OF THE STREET, SET ON THE TOP OF THE NORTH
 AR1217'CORNER OF CONCRETE BASE FOR SEWER SEDIMENT BASIN WHICH IS 31
 AR1217'FEET LONG AND 17 1/2 FEET WIDE, 9 FEET SOUTHEAST OF THE SOUTHEAST
 AR1217'CURB OF THE STREET, 1.7 FEET SOUTHWEST OF THE NORTH CORNER OF
 AR1217'THE BASE AND 1 FOOT ABOVE THE LEVEL OF THE STREET.  WAY KEY.
 AR1217
 AR1217                          STATION RECOVERY (1985)
 AR1217
 AR1217'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1217'RECOVERED IN GOOD CONDITION.
 AR1217
 AR1217                          STATION RECOVERY (1989)
 AR1217
 AR1217'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1217'RECOVERED IN GOOD CONDITION.
 AR1217
 AR1217                          STATION RECOVERY (2002)
 AR1217
 AR1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AR1217'SITE IS PROBABLY DESTROYED AS A NEW CATCH BASIN  HAS BEEN INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1204 ***********************************************************************
 AR1204  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1204  DESIGNATION -  872 7520 TIDAL 8
 AR1204  PID         -  AR1204
 AR1204  STATE/COUNTY-  FL/LEVY
 AR1204  USGS QUAD   -  CEDAR KEY (1993)
 AR1204
 AR1204                         *CURRENT SURVEY CONTROL
 AR1204  ___________________________________________________________________
 AR1204* NAD 83(1986)-  29 08 13.     (N)    083 01 55.     (W)     SCALED    
 AR1204* NAVD 88     -         1.106  (meters)       3.63   (feet)  ADJUSTED  
 AR1204  ___________________________________________________________________
 AR1204  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AR1204  DYNAMIC HT  -           1.105 (meters)       3.63  (feet)  COMP
 AR1204  MODELED GRAV-     979,246.9   (mgal)                       NAVD 88
 AR1204
 AR1204  VERT ORDER  -  FIRST     CLASS I
 AR1204
 AR1204.The horizontal coordinates were scaled from a topographic map and have
 AR1204.an estimated accuracy of +/- 6 seconds.
 AR1204
 AR1204.The orthometric height was determined by differential leveling
 AR1204.and adjusted by the National Geodetic Survey in June 1991..
 AR1204
 AR1204.This Tidal Bench Mark is designated as VM 751
 AR1204.by the Center for Operational Oceanographic Products and Services.
 AR1204
 AR1204.The geoid height was determined by GEOID03.
 AR1204
 AR1204.The dynamic height is computed by dividing the NAVD 88
 AR1204.geopotential number by the normal gravity value computed on the
 AR1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1204.degrees latitude (g = 980.6199 gals.).
 AR1204
 AR1204.The modeled gravity was interpolated from observed gravity values.
 AR1204
 AR1204;                    North         East    Units  Estimated Accuracy
 AR1204;SPC FL W     -   532,650.       99,580.      MT  (+/- 180 meters Scaled)
 AR1204
 AR1204                          SUPERSEDED SURVEY CONTROL
 AR1204
 AR1204  NGVD 29 (??/??/92)    1.317  (m)            4.32   (f) ADJ UNCH    1 1
 AR1204
 AR1204.Superseded values are not recommended for survey control.
 AR1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1204.See file dsdata.txt to determine how the superseded data were derived.
 AR1204
 AR1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN023248(NAD 83)
 AR1204_MARKER: DS = TRIANGULATION STATION DISK
 AR1204_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AR1204_SP_SET: CEMENT-FILLED TERRA COTTA PIPE
 AR1204_STAMPING: 8
 AR1204_MARK LOGO: CGS   
 AR1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1204
 AR1204  HISTORY     - Date     Condition        Report By
 AR1204  HISTORY     - 1910     MONUMENTED       CGS
 AR1204  HISTORY     - 1967     GOOD             CGS
 AR1204  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AR1204  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AR1204
 AR1204                          STATION DESCRIPTION
 AR1204
 AR1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AR1204'AT CEDAR KEY.
 AR1204'AT CEDAR KEY, ABOUT ONE BLOCK SOUTHWEST ALONG MAIN STREET FROM
 AR1204'THE POST OFFICE BUILDING, IN SECTION 32, R 13 E, T 15 S, ABOUT 140
 AR1204'FEET NORTH OF THE INTERSECTION OF MAIN STREET AND A STREET
 AR1204'LEADING SOUTHEAST ACROSS A LARGE CONCRETE BRIDGE, 53 FEET NORTHEAST
 AR1204'OF THE CENTER LINE OF THE STREET, 22.4 FEET NORTHWEST OF THE NORTH
 AR1204'CORNER OF THE SOUTHWEST PORTION OF A LARGE APARTMENT BUILDING,
 AR1204'3.5 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE WALL WHICH
 AR1204'IS 2 FEET HIGH, 1 FOOT BELOW THE LEVEL OF THE STREET AND SET IN
 AR1204'THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.  THE MARK IS
 AR1204'A CEMENT-FILLED 6-INCH TERRA COTTA PIPE.  WAY KEY.
 AR1204
 AR1204                          STATION RECOVERY (1986)
 AR1204
 AR1204'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCK)
 AR1204'MARK NOT FOUND.
 AR1204
 AR1204                          STATION RECOVERY (1989)
 AR1204
 AR1204'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4519 ***********************************************************************
 DF4519  DESIGNATION -  872 7558 F TIDAL
 DF4519  PID         -  DF4519
 DF4519  STATE/COUNTY-  FL/DIXIE
 DF4519  USGS QUAD   -  SUWANNEE (1993)
 DF4519
 DF4519                         *CURRENT SURVEY CONTROL
 DF4519  ___________________________________________________________________
 DF4519* NAD 83(1986)-  29 19 29.     (N)    083 08 26.     (W)     SCALED    
 DF4519* NAVD 88     -         1.073  (meters)       3.52   (feet)  ADJUSTED  
 DF4519  ___________________________________________________________________
 DF4519  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF4519  DYNAMIC HT  -           1.072 (meters)       3.52  (feet)  COMP
 DF4519  MODELED GRAV-     979,254.0   (mgal)                       NAVD 88
 DF4519
 DF4519  VERT ORDER  -  SECOND    CLASS I
 DF4519
 DF4519.The horizontal coordinates were scaled from a topographic map and have
 DF4519.an estimated accuracy of +/- 6 seconds.
 DF4519
 DF4519.The orthometric height was determined by differential leveling
 DF4519.and adjusted by the National Geodetic Survey in May 2004..
 DF4519.No vertical observational check was made to the station.
 DF4519
 DF4519.The geoid height was determined by GEOID03.
 DF4519
 DF4519.The dynamic height is computed by dividing the NAVD 88
 DF4519.geopotential number by the normal gravity value computed on the
 DF4519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4519.degrees latitude (g = 980.6199 gals.).
 DF4519
 DF4519.The modeled gravity was interpolated from observed gravity values.
 DF4519
 DF4519;                    North         East    Units  Estimated Accuracy
 DF4519;SPC FL N     -    36,780.      732,050.      MT  (+/- 180 meters Scaled)
 DF4519
 DF4519                          SUPERSEDED SURVEY CONTROL
 DF4519
 DF4519.No superseded survey control is available for this station.
 DF4519
 DF4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN921458(NAD 83)
 DF4519_MARKER: DB = BENCH MARK DISK
 DF4519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF4519_STAMPING: 7558 F 1979
 DF4519_MARK LOGO: NOS   
 DF4519_PROJECTION: FLUSH
 DF4519_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4519+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 DF4519_ROD/PIPE-DEPTH: 13.1 meters
 DF4519
 DF4519  HISTORY     - Date     Condition        Report By
 DF4519  HISTORY     - 1979     MONUMENTED       FLDNR
 DF4519  HISTORY     - 20000509 GOOD             FLDEP
 DF4519
 DF4519                          STATION DESCRIPTION
 DF4519
 DF4519'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DF4519'THE MARK IS ABOUT 23.0 MI (37.0 KM) SOUTHWEST OF OLD TOWN, ON COUNTY
 DF4519'ROAD 349 IN SECTION 30, TOWNSHIP 13 SOUTH, RANGE 12 EAST. TO REACH THE
 DF4519'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (U.S. HIGHWAY 27 AND 98)
 DF4519'AND COUNTY ROAD 349 IN OLD TOWN, GO SOUTHWEST ON COUNTY ROAD 349 FOR
 DF4519'23.2 MI (37.3 KM) TO THE JUNCTION OF SUWANNEE DRIVE ON THE LEFT, TURN
 DF4519'LEFT ON SUWANNEE DRIVE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE
 DF4519'T-JUNCTION OF RIVER STREET, TURN LEFT ON RIVER STREET AND GO EAST FOR
 DF4519'0.3 MI (0.5 KM) TO A CURVE SOUTH, CONTINUE SOUTH ON RIVER STREET
 DF4519'(HAMMONS STREET) FOR 0.1 MI (0.2 KM) TO A CURVE EAST AND THE MARK ON
 DF4519'THE RIGHT, A DISK SET ON THE TOP OF A ROD DRIVEN INTO THE GROUND WITH
 DF4519'A LOGO CAP PROJECTING 0.7 FT (21.3 CM) ABOVE THE LEVEL OF THE GROUND
 DF4519'AND ABOVE THE LEVEL OF THE ROAD, THE DISK IS 0.1 FT (3.0 CM) BELOW THE
 DF4519'NGS LOGO CAP. LOCATED 140.0 FT (42.7 M) SOUTH OF THE APPROXIMATE
 DF4519'CENTERLINE OF RIVER STREET (HAMMONS STREET), 29.0 FT (8.8 M) SOUTHWEST
 DF4519'OF THE SOUTHWEST CORNER OF A MOBILE HOME AND 2.8 FT (0.9 M) WEST OF A
 DF4519'METAL WITNESS POST. NOTE ACCESS TO DISK IS HAD THROUGH A 5-INCH NGS
 DF4519'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4520 ***********************************************************************
 DF4520  DESIGNATION -  872 7558 J TIDAL
 DF4520  PID         -  DF4520
 DF4520  STATE/COUNTY-  FL/DIXIE
 DF4520  USGS QUAD   -  SUWANNEE (1993)
 DF4520
 DF4520                         *CURRENT SURVEY CONTROL
 DF4520  ___________________________________________________________________
 DF4520* NAD 83(1986)-  29 19 33.     (N)    083 08 27.     (W)     SCALED    
 DF4520* NAVD 88     -         0.819  (meters)       2.69   (feet)  ADJUSTED  
 DF4520  ___________________________________________________________________
 DF4520  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF4520  DYNAMIC HT  -           0.818 (meters)       2.68  (feet)  COMP
 DF4520  MODELED GRAV-     979,254.0   (mgal)                       NAVD 88
 DF4520
 DF4520  VERT ORDER  -  SECOND    CLASS I
 DF4520
 DF4520.The horizontal coordinates were scaled from a topographic map and have
 DF4520.an estimated accuracy of +/- 6 seconds.
 DF4520
 DF4520.The orthometric height was determined by differential leveling
 DF4520.and adjusted by the National Geodetic Survey in May 2004..
 DF4520.No vertical observational check was made to the station.
 DF4520
 DF4520.The geoid height was determined by GEOID03.
 DF4520
 DF4520.The dynamic height is computed by dividing the NAVD 88
 DF4520.geopotential number by the normal gravity value computed on the
 DF4520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4520.degrees latitude (g = 980.6199 gals.).
 DF4520
 DF4520.The modeled gravity was interpolated from observed gravity values.
 DF4520
 DF4520;                    North         East    Units  Estimated Accuracy
 DF4520;SPC FL N     -    36,910.      732,020.      MT  (+/- 180 meters Scaled)
 DF4520
 DF4520                          SUPERSEDED SURVEY CONTROL
 DF4520
 DF4520.No superseded survey control is available for this station.
 DF4520
 DF4520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN921459(NAD 83)
 DF4520_MARKER: F = FLANGE-ENCASED ROD
 DF4520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF4520_STAMPING: 7558 J 2000
 DF4520_MARK LOGO: NGS   
 DF4520_PROJECTION: FLUSH
 DF4520_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4520+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF4520_ROD/PIPE-DEPTH: 12.6 meters
 DF4520
 DF4520  HISTORY     - Date     Condition        Report By
 DF4520  HISTORY     - 2000     MONUMENTED       FLDEP
 DF4520
 DF4520                          STATION DESCRIPTION
 DF4520
 DF4520'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 DF4520'THE MARK IS ABOUT 23.0 MI (37.0 KM) SOUTHWEST OF OLD TOWN, ON COUNTY
 DF4520'ROAD 349 IN SECTION 30, TOWNSHIP 13 SOUTH, RANGE 12 EAST. TO REACH THE
 DF4520'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (U.S. HIGHWAY 27 AND 98)
 DF4520'AND COUNTY ROAD 349 IN OLD TOWN, GO SOUTHWEST ON COUNTY ROAD 349 FOR
 DF4520'23.2 MI (37.3 KM) TO THE JUNCTION OF SUWANNEE DRIVE ON THE LEFT, TURN
 DF4520'LEFT ON SUWANNEE DRIVE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE
 DF4520'T-JUNCTION OF RIVER STREET, TURN LEFT ON RIVER STREET AND GO EAST FOR
 DF4520'0.3 MI (0.5 KM) TO A CURVE SOUTH, (HAMMONS STREET) AND THE MARK ON THE
 DF4520'RIGHT, A STAINLESS STEEL ROD DRIVEN TO RESUSAL AT A DEPTH OF 41.5 FT
 DF4520'(12.6 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE
 DF4520'ROAD, THE DATUM POINT IS RECESSED 0.5 FT (15.2 CM) BELOW THE NGS LOGO
 DF4520'CAP. LOCATED 56.3 FT (17.2 M) WEST-SOUTHWEST OF A HAMMONS STREET SIGN,
 DF4520'44.3 FT (13.5 M) NORTHWEST OF A POWER POLE, 32.2 FT (9.8 M)
 DF4520'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF RIVER STREET (HAMMONS
 DF4520'STREET) AND 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST. NOTE ACCESS
 DF4520'TO DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1378 ***********************************************************************
 AR1378  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1378  DESIGNATION -  872 7577 TIDAL 1
 AR1378  PID         -  AR1378
 AR1378  STATE/COUNTY-  FL/DIXIE
 AR1378  USGS QUAD   -  SUWANNEE (1993)
 AR1378
 AR1378                         *CURRENT SURVEY CONTROL
 AR1378  ___________________________________________________________________
 AR1378* NAD 83(1986)-  29 19 42.     (N)    083 08 58.     (W)     SCALED    
 AR1378* NAVD 88     -         1.053  (meters)       3.45   (feet)  ADJUSTED  
 AR1378  ___________________________________________________________________
 AR1378  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AR1378  DYNAMIC HT  -           1.052 (meters)       3.45  (feet)  COMP
 AR1378  MODELED GRAV-     979,254.4   (mgal)                       NAVD 88
 AR1378
 AR1378  VERT ORDER  -  SECOND    CLASS I
 AR1378
 AR1378.The horizontal coordinates were scaled from a topographic map and have
 AR1378.an estimated accuracy of +/- 6 seconds.
 AR1378
 AR1378.The orthometric height was determined by differential leveling
 AR1378.and adjusted by the National Geodetic Survey in May 2004..
 AR1378
 AR1378.This Tidal Bench Mark is designated as VM 8211
 AR1378.by the Center for Operational Oceanographic Products and Services.
 AR1378
 AR1378.The geoid height was determined by GEOID03.
 AR1378
 AR1378.The dynamic height is computed by dividing the NAVD 88
 AR1378.geopotential number by the normal gravity value computed on the
 AR1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1378.degrees latitude (g = 980.6199 gals.).
 AR1378
 AR1378.The modeled gravity was interpolated from observed gravity values.
 AR1378
 AR1378;                    North         East    Units  Estimated Accuracy
 AR1378;SPC FL N     -    37,170.      731,180.      MT  (+/- 180 meters Scaled)
 AR1378
 AR1378                          SUPERSEDED SURVEY CONTROL
 AR1378
 AR1378  NAVD 88 (06/15/91)    1.048  (m)            3.44   (f) UNKNOWN     2 1
 AR1378
 AR1378.Superseded values are not recommended for survey control.
 AR1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1378.See file dsdata.txt to determine how the superseded data were derived.
 AR1378
 AR1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN912462(NAD 83)
 AR1378_MARKER: DJ = TIDAL STATION DISK
 AR1378_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AR1378_SP_SET: BRIDGE BULKHEAD
 AR1378_STAMPING: 1 1973
 AR1378_MARK LOGO: NOS   
 AR1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1378+STABILITY: SURFACE MOTION
 AR1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1378+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 AR1378
 AR1378  HISTORY     - Date     Condition        Report By
 AR1378  HISTORY     - 1973     MONUMENTED       NOS
 AR1378  HISTORY     - 1976     GOOD             FLDNR
 AR1378  HISTORY     - 1977     GOOD             FLDNR
 AR1378  HISTORY     - 1985     GOOD             FLDNR
 AR1378  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 AR1378  HISTORY     - 19981217 GOOD             USPSQD
 AR1378  HISTORY     - 20000509 GOOD             FLDEP
 AR1378
 AR1378                          STATION DESCRIPTION
 AR1378
 AR1378'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1378'21.8 MI SW FROM OLD TOWN.
 AR1378'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1378'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1378'21.8 MILES. ABOUT 53.5 FEET S20E OF CENTERLINE OF SR349 ABOUT 1.2 FEET
 AR1378'S25E OF BRIDGE WALL,ABOUT 35.5 FEET N10E OF NE CORNER OF CONCRETE
 AR1378'BRIDGE ABUTMENT ABOUT 31.3 FEET SOUTH OF POWER POLE NO 7.
 AR1378
 AR1378                          STATION RECOVERY (1977)
 AR1378
 AR1378'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AR1378'RECOVERED AS DESCRIBED.
 AR1378
 AR1378                          STATION RECOVERY (1985)
 AR1378
 AR1378'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1378'RECOVERED IN GOOD CONDITION.
 AR1378
 AR1378                          STATION RECOVERY (1998)
 AR1378
 AR1378'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1378'MARK NOT FOUND.
 AR1378
 AR1378                          STATION RECOVERY (1998)
 AR1378
 AR1378'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1378'RECOVERED IN GOOD CONDITION.
 AR1378
 AR1378                          STATION RECOVERY (2000)
 AR1378
 AR1378'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1378'THE MARK IS ABOUT 23.3 MI (37.5 KM) SOUTHWEST OF OLD TOWN, ON COUNTY
 AR1378'ROAD 349 IN SECTION 19, TOWNSHIP 13 SOUTH, RANGE 12 EAST. TO REACH THE
 AR1378'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (U.S. HIGHWAY 27 AND 98)
 AR1378'AND COUNTY ROAD 349 IN OLD TOWN, GO SOUTHWEST ON COUNTY ROAD 349 FOR
 AR1378'23.5 MI (37.8 KM) TO THE JUNCTION OF BIG BRADFORD ROAD ON THE LEFT AND
 AR1378'THE MARK ON THE LEFT, SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 AR1378'CONCRETE BRIDGE BULKHEAD 4.0 FT (1.2 M) BELOW THE LEVEL OF COUNTY ROAD
 AR1378'349. LOCATED 53.5 FT (16.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AR1378'COUNTY ROAD 349, 35.5 FT (10.8 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AR1378'THE BRIDGE ABUTMENT AND 30.5 FT (9.3 M) NORTHEAST OF THE APPROXIMATE
 AR1378'CENTERLINE OF BIG BRADFORD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1648 ***********************************************************************
 AR1648  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1648  DESIGNATION -  872 7604 B TIDAL
 AR1648  PID         -  AR1648
 AR1648  STATE/COUNTY-  FL/DIXIE
 AR1648  USGS QUAD   -  SHIRED ISLAND (1993)
 AR1648
 AR1648                         *CURRENT SURVEY CONTROL
 AR1648  ___________________________________________________________________
 AR1648* NAD 83(1986)-  29 23 55.     (N)    083 12 18.     (W)     SCALED    
 AR1648* NAVD 88     -         1.717  (meters)       5.63   (feet)  ADJUSTED  
 AR1648  ___________________________________________________________________
 AR1648  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AR1648  DYNAMIC HT  -           1.714 (meters)       5.62  (feet)  COMP
 AR1648  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AR1648
 AR1648  VERT ORDER  -  SECOND    CLASS I
 AR1648
 AR1648.The horizontal coordinates were scaled from a topographic map and have
 AR1648.an estimated accuracy of +/- 6 seconds.
 AR1648
 AR1648.The orthometric height was determined by differential leveling
 AR1648.and adjusted by the National Geodetic Survey in June 1991..
 AR1648
 AR1648.This Tidal Bench Mark is designated as VM 8215
 AR1648.by the Center for Operational Oceanographic Products and Services.
 AR1648
 AR1648.The geoid height was determined by GEOID03.
 AR1648
 AR1648.The dynamic height is computed by dividing the NAVD 88
 AR1648.geopotential number by the normal gravity value computed on the
 AR1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1648.degrees latitude (g = 980.6199 gals.).
 AR1648
 AR1648.The modeled gravity was interpolated from observed gravity values.
 AR1648
 AR1648;                    North         East    Units  Estimated Accuracy
 AR1648;SPC FL N     -    44,900.      725,700.      MT  (+/- 180 meters Scaled)
 AR1648
 AR1648                          SUPERSEDED SURVEY CONTROL
 AR1648
 AR1648.No superseded survey control is available for this station.
 AR1648
 AR1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN860541(NAD 83)
 AR1648_MARKER: DJ = TIDAL STATION DISK
 AR1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1648_SP_SET: CONCRETE POST
 AR1648_STAMPING: 7604 B 1978
 AR1648_MARK LOGO: NOS   
 AR1648_PROJECTION: FLUSH
 AR1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1648+STABILITY: SURFACE MOTION
 AR1648
 AR1648  HISTORY     - Date     Condition        Report By
 AR1648  HISTORY     - 1978     MONUMENTED       NOS
 AR1648  HISTORY     - 1985     GOOD             FLDNR
 AR1648  HISTORY     - 19940917 GOOD             USPSQD
 AR1648
 AR1648                          STATION DESCRIPTION
 AR1648
 AR1648'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1648'11.2 MI SW FROM CROSS CITY.
 AR1648'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1648'8.15 MILES SOUTHWEST ON C-351 TO THE JUNCTION OF SHIRED ISLAND ROAD,
 AR1648'GO 11.0 MILES SOUTH ON SHIRED ISLAND ROAD TO THE JUNCTION OF A PAVED
 AR1648'ROAD LEADING WEST, GO 0.2 MILE WEST ON THIS PAVED ROAD TO A DIRT
 AR1648'PARKING AREA AND A DIRT ROAD CONTINUING WEST TO AN ARCHEOLOGICAL
 AR1648'SITE.  THE MARK IS ON THE WEST SIDE OF THE PARKING AREA, 17 FEET
 AR1648'NORTH OF THE CENTERLINE OF THE DIRT ROAD, 2.5 FEET NORTHWEST OF A
 AR1648'PALM TREE, AND 2.3 FEET WEST OF A POWER POLE WITH A WITNESS SIGN
 AR1648'ATTACHED.
 AR1648
 AR1648                          STATION RECOVERY (1994)
 AR1648
 AR1648'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1647 ***********************************************************************
 AR1647  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1647  DESIGNATION -  872 7604 C TIDAL
 AR1647  PID         -  AR1647
 AR1647  STATE/COUNTY-  FL/DIXIE
 AR1647  USGS QUAD   -  SHIRED ISLAND (1993)
 AR1647
 AR1647                         *CURRENT SURVEY CONTROL
 AR1647  ___________________________________________________________________
 AR1647* NAD 83(1986)-  29 23 56.     (N)    083 12 16.     (W)     SCALED    
 AR1647* NAVD 88     -         2.025  (meters)       6.64   (feet)  ADJUSTED  
 AR1647  ___________________________________________________________________
 AR1647  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AR1647  DYNAMIC HT  -           2.022 (meters)       6.63  (feet)  COMP
 AR1647  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AR1647
 AR1647  VERT ORDER  -  SECOND    CLASS I
 AR1647
 AR1647.The horizontal coordinates were scaled from a topographic map and have
 AR1647.an estimated accuracy of +/- 6 seconds.
 AR1647
 AR1647.The orthometric height was determined by differential leveling
 AR1647.and adjusted by the National Geodetic Survey in June 1991..
 AR1647
 AR1647.This Tidal Bench Mark is designated as VM 8216
 AR1647.by the Center for Operational Oceanographic Products and Services.
 AR1647
 AR1647.The geoid height was determined by GEOID03.
 AR1647
 AR1647.The dynamic height is computed by dividing the NAVD 88
 AR1647.geopotential number by the normal gravity value computed on the
 AR1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1647.degrees latitude (g = 980.6199 gals.).
 AR1647
 AR1647.The modeled gravity was interpolated from observed gravity values.
 AR1647
 AR1647;                    North         East    Units  Estimated Accuracy
 AR1647;SPC FL N     -    44,930.      725,750.      MT  (+/- 180 meters Scaled)
 AR1647
 AR1647                          SUPERSEDED SURVEY CONTROL
 AR1647
 AR1647.No superseded survey control is available for this station.
 AR1647
 AR1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN860542(NAD 83)
 AR1647_MARKER: DJ = TIDAL STATION DISK
 AR1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1647_SP_SET: CONCRETE POST
 AR1647_STAMPING: 7604 C 1978
 AR1647_MARK LOGO: NOS   
 AR1647_PROJECTION: RECESSED 8 CENTIMETERS
 AR1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1647+STABILITY: SURFACE MOTION
 AR1647
 AR1647  HISTORY     - Date     Condition        Report By
 AR1647  HISTORY     - 1978     MONUMENTED       NOS
 AR1647  HISTORY     - 1985     GOOD             FLDNR
 AR1647  HISTORY     - 19940917 GOOD             USPSQD
 AR1647
 AR1647                          STATION DESCRIPTION
 AR1647
 AR1647'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1647'11.2 MI SW FROM CROSS CITY.
 AR1647'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1647'8.15 MILES SOUTHWEST ON C-351 TO THE JUNCTION OF SHIRED ISLAND ROAD,
 AR1647'GO 11.0 MILES SOUTH ON SHIRED ISLAND ROAD TO THE JUNCTION OF A PAVED
 AR1647'ROAD LEADING WEST, GO 0.2 MILE WEST ON THIS PAVED ROAD TO A DIRT
 AR1647'PARKING AREA AND A DIRT ROAD CONTINUING WEST TO AN ARCHEOLOGICAL
 AR1647'SITE.  THE MARK IS AT THE EAST EDGE OF THE PARKNG AREA, 87 FEET SOUTH
 AR1647'OF A CONCRETE SEAWALL, 16 FEET NORTHWEST OF THE CENTER OF A CATTLE
 AR1647'GAP, 5.8 FEET WEST OF A WIRE FENCE, 25 FEET EAST OF A PALM TREE, AND
 AR1647'1.5 FEET WEST OF A WITNESS POST.
 AR1647
 AR1647                          STATION RECOVERY (1994)
 AR1647
 AR1647'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1646 ***********************************************************************
 AR1646  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1646  DESIGNATION -  872 7604 D TIDAL
 AR1646  PID         -  AR1646
 AR1646  STATE/COUNTY-  FL/DIXIE
 AR1646  USGS QUAD   -  SHIRED ISLAND (1993)
 AR1646
 AR1646                         *CURRENT SURVEY CONTROL
 AR1646  ___________________________________________________________________
 AR1646* NAD 83(1986)-  29 23 58.     (N)    083 12 07.     (W)     SCALED    
 AR1646* NAVD 88     -         1.579  (meters)       5.18   (feet)  ADJUSTED  
 AR1646  ___________________________________________________________________
 AR1646  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AR1646  DYNAMIC HT  -           1.577 (meters)       5.17  (feet)  COMP
 AR1646  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AR1646
 AR1646  VERT ORDER  -  SECOND    CLASS I
 AR1646
 AR1646.The horizontal coordinates were scaled from a topographic map and have
 AR1646.an estimated accuracy of +/- 6 seconds.
 AR1646
 AR1646.The orthometric height was determined by differential leveling
 AR1646.and adjusted by the National Geodetic Survey in June 1991..
 AR1646
 AR1646.This Tidal Bench Mark is designated as VM 8217
 AR1646.by the Center for Operational Oceanographic Products and Services.
 AR1646
 AR1646.The geoid height was determined by GEOID03.
 AR1646
 AR1646.The dynamic height is computed by dividing the NAVD 88
 AR1646.geopotential number by the normal gravity value computed on the
 AR1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1646.degrees latitude (g = 980.6199 gals.).
 AR1646
 AR1646.The modeled gravity was interpolated from observed gravity values.
 AR1646
 AR1646;                    North         East    Units  Estimated Accuracy
 AR1646;SPC FL N     -    45,000.      725,990.      MT  (+/- 180 meters Scaled)
 AR1646
 AR1646                          SUPERSEDED SURVEY CONTROL
 AR1646
 AR1646.No superseded survey control is available for this station.
 AR1646
 AR1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN863542(NAD 83)
 AR1646_MARKER: DJ = TIDAL STATION DISK
 AR1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1646_SP_SET: CONCRETE POST
 AR1646_STAMPING: 7604 D 1978
 AR1646_MARK LOGO: NOS   
 AR1646_PROJECTION: RECESSED 5 CENTIMETERS
 AR1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1646+STABILITY: SURFACE MOTION
 AR1646
 AR1646  HISTORY     - Date     Condition        Report By
 AR1646  HISTORY     - 1978     MONUMENTED       NOS
 AR1646  HISTORY     - 1985     GOOD             FLDNR
 AR1646  HISTORY     - 19940917 GOOD             USPSQD
 AR1646
 AR1646                          STATION DESCRIPTION
 AR1646
 AR1646'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1646'19.15 MI SW FROM CROSS CITY.
 AR1646'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1646'8.15 MILES SOUTHWEST ON C-351 TO THE JUNCTION OF SHIRED ISLAND ROAD,
 AR1646'GO 11.0 MILES SOUTH ON SHIRED ISLAND ROAD TO THE JUNCTION OF A ROAD
 AR1646'LEADING WEST AND THE MARK.  THE MARK BEARS 44 FEET WEST-SOUTHWEST OF
 AR1646'THE CENTERLINE OF SHIRED ISLAND ROAD, 45 FEET NORTH OF THE CENTERLINE
 AR1646'OF THE ROAD LEADING WEST, 17 FEET EAST OF A LONE PALM TREE, AND 2
 AR1646'FEET SOUTHEAST OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 AR1646
 AR1646                          STATION RECOVERY (1994)
 AR1646
 AR1646'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1645 ***********************************************************************
 AR1645  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1645  DESIGNATION -  872 7604 F TIDAL
 AR1645  PID         -  AR1645
 AR1645  STATE/COUNTY-  FL/DIXIE
 AR1645  USGS QUAD   -  SHIRED ISLAND (1993)
 AR1645
 AR1645                         *CURRENT SURVEY CONTROL
 AR1645  ___________________________________________________________________
 AR1645* NAD 83(1986)-  29 24 04.     (N)    083 12 05.     (W)     SCALED    
 AR1645* NAVD 88     -         2.565  (meters)       8.42   (feet)  ADJUSTED  
 AR1645  ___________________________________________________________________
 AR1645  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AR1645  DYNAMIC HT  -           2.561 (meters)       8.40  (feet)  COMP
 AR1645  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 AR1645
 AR1645  VERT ORDER  -  SECOND    CLASS I
 AR1645
 AR1645.The horizontal coordinates were scaled from a topographic map and have
 AR1645.an estimated accuracy of +/- 6 seconds.
 AR1645
 AR1645.The orthometric height was determined by differential leveling
 AR1645.and adjusted by the National Geodetic Survey in June 1991..
 AR1645
 AR1645.This Tidal Bench Mark is designated as VM 12418
 AR1645.by the Center for Operational Oceanographic Products and Services.
 AR1645
 AR1645.The geoid height was determined by GEOID03.
 AR1645
 AR1645.The dynamic height is computed by dividing the NAVD 88
 AR1645.geopotential number by the normal gravity value computed on the
 AR1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1645.degrees latitude (g = 980.6199 gals.).
 AR1645
 AR1645.The modeled gravity was interpolated from observed gravity values.
 AR1645
 AR1645;                    North         East    Units  Estimated Accuracy
 AR1645;SPC FL N     -    45,180.      726,050.      MT  (+/- 180 meters Scaled)
 AR1645
 AR1645                          SUPERSEDED SURVEY CONTROL
 AR1645
 AR1645.No superseded survey control is available for this station.
 AR1645
 AR1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN863544(NAD 83)
 AR1645_MARKER: DJ = TIDAL STATION DISK
 AR1645_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AR1645_SP_SET: BRIDGE CURBING
 AR1645_STAMPING: 7604 F 1985
 AR1645_MARK LOGO: NOS   
 AR1645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1645+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2000
 AR1645
 AR1645  HISTORY     - Date     Condition        Report By
 AR1645  HISTORY     - 1985     MONUMENTED       FLDNR
 AR1645  HISTORY     - 19940917 GOOD             USPSQD
 AR1645  HISTORY     - 20000523 GOOD             FLDEP
 AR1645
 AR1645                          STATION DESCRIPTION
 AR1645
 AR1645'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1645'18.9 MI SW FROM CROSS CITY.
 AR1645'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1645'8.15 MILES SOUTHWEST ON C-351 TO THE JUNCTION OF SHIRED ISLAND ROAD,
 AR1645'GO 10.75 MILES SOUTH ON SHIRED ISLAND ROAD TO A BRIDGE AND THE MARK.
 AR1645'THE MARK BEARS 12.8 FEET EAST OF THE CENTERLINE OF THE ROAD AND IS
 AR1645'SET IN THE BRIDGE CURBING AT THE SOUTH ABUTMENT.
 AR1645'THE MARK IS 1 FT ABOVE ROAD.
 AR1645
 AR1645                          STATION RECOVERY (1994)
 AR1645
 AR1645'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1645'RECOVERED IN GOOD CONDITION.
 AR1645
 AR1645                          STATION RECOVERY (2000)
 AR1645
 AR1645'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1645'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1635 ***********************************************************************
 AR1635  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1635  DESIGNATION -  872 7648 A TIDAL
 AR1635  PID         -  AR1635
 AR1635  STATE/COUNTY-  FL/DIXIE
 AR1635  USGS QUAD   -  HORSESHOE BEACH (1993)
 AR1635
 AR1635                         *CURRENT SURVEY CONTROL
 AR1635  ___________________________________________________________________
 AR1635* NAD 83(1986)-  29 26 13.     (N)    083 17 29.     (W)     SCALED    
 AR1635* NAVD 88     -         1.696  (meters)       5.56   (feet)  ADJUSTED  
 AR1635  ___________________________________________________________________
 AR1635  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1635  DYNAMIC HT  -           1.694 (meters)       5.56  (feet)  COMP
 AR1635  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AR1635
 AR1635  VERT ORDER  -  SECOND    CLASS I
 AR1635
 AR1635.The horizontal coordinates were scaled from a topographic map and have
 AR1635.an estimated accuracy of +/- 6 seconds.
 AR1635
 AR1635.The orthometric height was determined by differential leveling
 AR1635.and adjusted by the National Geodetic Survey in June 1991..
 AR1635
 AR1635.This Tidal Bench Mark is designated as VM 8220
 AR1635.by the Center for Operational Oceanographic Products and Services.
 AR1635
 AR1635.The geoid height was determined by GEOID03.
 AR1635
 AR1635.The dynamic height is computed by dividing the NAVD 88
 AR1635.geopotential number by the normal gravity value computed on the
 AR1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1635.degrees latitude (g = 980.6199 gals.).
 AR1635
 AR1635.The modeled gravity was interpolated from observed gravity values.
 AR1635
 AR1635;                    North         East    Units  Estimated Accuracy
 AR1635;SPC FL N     -    49,060.      717,270.      MT  (+/- 180 meters Scaled)
 AR1635
 AR1635                          SUPERSEDED SURVEY CONTROL
 AR1635
 AR1635.No superseded survey control is available for this station.
 AR1635
 AR1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN777585(NAD 83)
 AR1635_MARKER: DJ = TIDAL STATION DISK
 AR1635_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AR1635+WITH SETTING: PAVEMENT
 AR1635_SP_SET: CONCRETE PORCH
 AR1635_STAMPING: 7648 A 1978
 AR1635_MARK LOGO: NOS   
 AR1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1635+STABILITY: SURFACE MOTION
 AR1635
 AR1635  HISTORY     - Date     Condition        Report By
 AR1635  HISTORY     - 1978     MONUMENTED       NOS
 AR1635  HISTORY     - 1985     GOOD             FLDNR
 AR1635  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 AR1635
 AR1635                          STATION DESCRIPTION
 AR1635
 AR1635'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1635'IN HORSESHOE BEACH.
 AR1635'BEGIN AT THE HORSESHOE BEACH POST OFFICE, GO 0.45 MILE SOUTH ON
 AR1635'COUNTY ROAD C-351 TO THE DOCKSIDE MARINA AND THE MARK.  THE MARK
 AR1635'BEARS 37 FEET SOUTH OF THE CENTERLINE OF C-351, 10 FEET NORTH OF THE
 AR1635'NORTHWEST CORNER OF THE BUILDING, 1.4 FEET SOUTH OF THE NORTH EDGE OF
 AR1635'THE CONCRETE PORCH, AND IS SET IN THE NORTHWEST CORNER OF THE PORCH.
 AR1635
 AR1635                          STATION RECOVERY (1998)
 AR1635
 AR1635'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1634 ***********************************************************************
 AR1634  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1634  DESIGNATION -  872 7648 F TIDAL
 AR1634  PID         -  AR1634
 AR1634  STATE/COUNTY-  FL/DIXIE
 AR1634  USGS QUAD   -  HORSESHOE BEACH (1993)
 AR1634
 AR1634                         *CURRENT SURVEY CONTROL
 AR1634  ___________________________________________________________________
 AR1634* NAD 83(1986)-  29 26 14.     (N)    083 17 27.     (W)     SCALED    
 AR1634* NAVD 88     -         1.586  (meters)       5.20   (feet)  ADJUSTED  
 AR1634  ___________________________________________________________________
 AR1634  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1634  DYNAMIC HT  -           1.583 (meters)       5.19  (feet)  COMP
 AR1634  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AR1634
 AR1634  VERT ORDER  -  SECOND    CLASS I
 AR1634
 AR1634.The horizontal coordinates were scaled from a topographic map and have
 AR1634.an estimated accuracy of +/- 6 seconds.
 AR1634
 AR1634.The orthometric height was determined by differential leveling
 AR1634.and adjusted by the National Geodetic Survey in June 1991..
 AR1634
 AR1634.This Tidal Bench Mark is designated as VM 17201
 AR1634.by the Center for Operational Oceanographic Products and Services.
 AR1634
 AR1634.The geoid height was determined by GEOID03.
 AR1634
 AR1634.The dynamic height is computed by dividing the NAVD 88
 AR1634.geopotential number by the normal gravity value computed on the
 AR1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1634.degrees latitude (g = 980.6199 gals.).
 AR1634
 AR1634.The modeled gravity was interpolated from observed gravity values.
 AR1634
 AR1634;                    North         East    Units  Estimated Accuracy
 AR1634;SPC FL N     -    49,090.      717,320.      MT  (+/- 180 meters Scaled)
 AR1634
 AR1634                          SUPERSEDED SURVEY CONTROL
 AR1634
 AR1634.No superseded survey control is available for this station.
 AR1634
 AR1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN777586(NAD 83)
 AR1634_MARKER: DJ = TIDAL STATION DISK
 AR1634_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AR1634+WITH SETTING: PAVEMENT
 AR1634_SP_SET: CONCRETE BASE
 AR1634_STAMPING: 7648 F 1985
 AR1634_MARK LOGO: NOS   
 AR1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1634+STABILITY: SURFACE MOTION
 AR1634
 AR1634  HISTORY     - Date     Condition        Report By
 AR1634  HISTORY     - 1985     MONUMENTED       FLDNR
 AR1634  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 AR1634
 AR1634                          STATION DESCRIPTION
 AR1634
 AR1634'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1634'IN HORSESHOE BEACH.
 AR1634'BEGIN AT THE HORSESHOE BEACH POST OFFICE, GO 0.4 MILE SOUTH ON COUNTY
 AR1634'ROAD C-351 TO THE FISHERMANS MARKET AND THE MARK.  THE MARK IS SET IN
 AR1634'THE CONCRETE BASE FOR THE GAS PUMPS, 44 FEET SOUTH-SOUTHEAST OF THE
 AR1634'CENTERLINE OF C-351, 15.4 FEET WEST OF THE NORTH CORNER OF THE
 AR1634'MARKET, 29.6 FEET NORTHEAST OF THE WEST CORNER OF THE MARKET, AND 8.8
 AR1634'FEET NORTHWEST OF THE NORTHWEST WALL OF THE MARKET.
 AR1634'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AR1634
 AR1634                          STATION RECOVERY (1998)
 AR1634
 AR1634'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1633 ***********************************************************************
 AR1633  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1633  DESIGNATION -  872 7648 G TIDAL
 AR1633  PID         -  AR1633
 AR1633  STATE/COUNTY-  FL/DIXIE
 AR1633  USGS QUAD   -  HORSESHOE BEACH (1993)
 AR1633
 AR1633                         *CURRENT SURVEY CONTROL
 AR1633  ___________________________________________________________________
 AR1633* NAD 83(1986)-  29 26 36.     (N)    083 17 13.     (W)     SCALED    
 AR1633* NAVD 88     -         1.885  (meters)       6.18   (feet)  ADJUSTED  
 AR1633  ___________________________________________________________________
 AR1633  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1633  DYNAMIC HT  -           1.882 (meters)       6.17  (feet)  COMP
 AR1633  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AR1633
 AR1633  VERT ORDER  -  SECOND    CLASS I
 AR1633
 AR1633.The horizontal coordinates were scaled from a topographic map and have
 AR1633.an estimated accuracy of +/- 6 seconds.
 AR1633
 AR1633.The orthometric height was determined by differential leveling
 AR1633.and adjusted by the National Geodetic Survey in June 1991..
 AR1633
 AR1633.This Tidal Bench Mark is designated as VM 17202
 AR1633.by the Center for Operational Oceanographic Products and Services.
 AR1633
 AR1633.The geoid height was determined by GEOID03.
 AR1633
 AR1633.The dynamic height is computed by dividing the NAVD 88
 AR1633.geopotential number by the normal gravity value computed on the
 AR1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1633.degrees latitude (g = 980.6199 gals.).
 AR1633
 AR1633.The modeled gravity was interpolated from observed gravity values.
 AR1633
 AR1633;                    North         East    Units  Estimated Accuracy
 AR1633;SPC FL N     -    49,770.      717,690.      MT  (+/- 180 meters Scaled)
 AR1633
 AR1633                          SUPERSEDED SURVEY CONTROL
 AR1633
 AR1633.No superseded survey control is available for this station.
 AR1633
 AR1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN781592(NAD 83)
 AR1633_MARKER: DJ = TIDAL STATION DISK
 AR1633_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AR1633+WITH SETTING: PAVEMENT
 AR1633_SP_SET: CONCRETE STOOP
 AR1633_STAMPING: 7648 G 1985
 AR1633_MARK LOGO: NOS   
 AR1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1633+STABILITY: SURFACE MOTION
 AR1633
 AR1633  HISTORY     - Date     Condition        Report By
 AR1633  HISTORY     - 1985     MONUMENTED       FLDNR
 AR1633  HISTORY     - 19940917 GOOD             USPSQD
 AR1633
 AR1633                          STATION DESCRIPTION
 AR1633
 AR1633'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1633'IN HORSESHOE BEACH.
 AR1633'THE MARK IS AT THE HORSESHOE BEACH CITY HALL, 104.2 FEET EAST OF THE
 AR1633'CENTERLINE OF COUNTY ROAD C-351, 27 FEET SOUTH OF THE CENTERLINE OF A
 AR1633'PAVED ROAD, 14.2 FEET WEST OF THE NORTHEAST CORNER OF CITY HALL, 21.1
 AR1633'FEET EAST OF THE NORTHWEST CORNER OF CITY HALL, AND IS SET IN THE
 AR1633'PORCH STOOP.
 AR1633'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AR1633
 AR1633                          STATION RECOVERY (1994)
 AR1633
 AR1633'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1382 ***********************************************************************
 AR1382  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1382  DESIGNATION -  872 7695 TIDAL 1 FLDT
 AR1382  PID         -  AR1382
 AR1382  STATE/COUNTY-  FL/TAYLOR
 AR1382  USGS QUAD   -  STEINHATCHEE (1993)
 AR1382
 AR1382                         *CURRENT SURVEY CONTROL
 AR1382  ___________________________________________________________________
 AR1382* NAD 83(1986)-  29 40 15.     (N)    083 22 58.     (W)     SCALED    
 AR1382* NAVD 88     -         4.039  (meters)      13.25   (feet)  ADJUSTED  
 AR1382  ___________________________________________________________________
 AR1382  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1382  DYNAMIC HT  -           4.034 (meters)      13.23  (feet)  COMP
 AR1382  MODELED GRAV-     979,297.3   (mgal)                       NAVD 88
 AR1382
 AR1382  VERT ORDER  -  SECOND    CLASS I
 AR1382
 AR1382.The horizontal coordinates were scaled from a topographic map and have
 AR1382.an estimated accuracy of +/- 6 seconds.
 AR1382
 AR1382.The orthometric height was determined by differential leveling
 AR1382.and adjusted by the National Geodetic Survey in June 1991..
 AR1382
 AR1382.This Tidal Bench Mark is designated as VM 8224
 AR1382.by the Center for Operational Oceanographic Products and Services.
 AR1382
 AR1382.The geoid height was determined by GEOID03.
 AR1382
 AR1382.The dynamic height is computed by dividing the NAVD 88
 AR1382.geopotential number by the normal gravity value computed on the
 AR1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1382.degrees latitude (g = 980.6199 gals.).
 AR1382
 AR1382.The modeled gravity was interpolated from observed gravity values.
 AR1382
 AR1382;                    North         East    Units  Estimated Accuracy
 AR1382;SPC FL N     -    74,890.      708,150.      MT  (+/- 180 meters Scaled)
 AR1382
 AR1382                          SUPERSEDED SURVEY CONTROL
 AR1382
 AR1382.No superseded survey control is available for this station.
 AR1382
 AR1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN693846(NAD 83)
 AR1382_MARKER: DJ = TIDAL STATION DISK
 AR1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1382_SP_SET: CONCRETE POST
 AR1382_STAMPING: TIDAL 1 1973
 AR1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1382+STABILITY: SURFACE MOTION
 AR1382
 AR1382  HISTORY     - Date     Condition        Report By
 AR1382  HISTORY     - 1973     MONUMENTED       FLDT
 AR1382  HISTORY     - 1977     GOOD             FLDNR
 AR1382  HISTORY     - 1977     GOOD             FLDNR
 AR1382
 AR1382                          STATION DESCRIPTION
 AR1382
 AR1382'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1382'1.6 MI NW FROM STEINHATCHEE.
 AR1382'FROM THE POST OFFICE IN STEINHATCHEE, PROCEED EAST ALONG
 AR1382'STATE HIGHWAY 51 FOR 0.2 MILES TO A PAVED ROAD, THENCE NORTH
 AR1382'0.05 MILES TO AN INTERSECTION OF A PAVED ROAD, THE MARK IS SET
 AR1382'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION 58 FEET WEST OF THE
 AR1382'CENTERLINE OF THE ROAD RUNNING NORTH AND SOUTH, 46 FEET SOUTH
 AR1382'OF THE CENTERLINE OF THE ROAD RUNNING EAST AND WEST, 77 FEET
 AR1382'NORTH OF THE NORTHEAST CORNER OF THE FIRST BAPTIST CHURCH, 4 FEET
 AR1382'NORTH OF A POWER POLE WITH A WITNESS SIGN.
 AR1382
 AR1382                          STATION RECOVERY (1977)
 AR1382
 AR1382'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AR1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1383 ***********************************************************************
 AR1383  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1383  DESIGNATION -  872 7695 TIDAL 2 FLDT
 AR1383  PID         -  AR1383
 AR1383  STATE/COUNTY-  FL/TAYLOR
 AR1383  USGS QUAD   -  STEINHATCHEE (1993)
 AR1383
 AR1383                         *CURRENT SURVEY CONTROL
 AR1383  ___________________________________________________________________
 AR1383* NAD 83(1986)-  29 40 15.     (N)    083 23 10.     (W)     SCALED    
 AR1383* NAVD 88     -         4.961  (meters)      16.28   (feet)  ADJUSTED  
 AR1383  ___________________________________________________________________
 AR1383  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1383  DYNAMIC HT  -           4.954 (meters)      16.25  (feet)  COMP
 AR1383  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 AR1383
 AR1383  VERT ORDER  -  SECOND    CLASS I
 AR1383
 AR1383.The horizontal coordinates were scaled from a topographic map and have
 AR1383.an estimated accuracy of +/- 6 seconds.
 AR1383
 AR1383.The orthometric height was determined by differential leveling
 AR1383.and adjusted by the National Geodetic Survey in June 1991..
 AR1383.WARNING-Repeat measurements at this control monument indicate possible
 AR1383.vertical movement.
 AR1383
 AR1383.This Tidal Bench Mark is designated as VM 8225
 AR1383.by the Center for Operational Oceanographic Products and Services.
 AR1383
 AR1383.The geoid height was determined by GEOID03.
 AR1383
 AR1383.The dynamic height is computed by dividing the NAVD 88
 AR1383.geopotential number by the normal gravity value computed on the
 AR1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1383.degrees latitude (g = 980.6199 gals.).
 AR1383
 AR1383.The modeled gravity was interpolated from observed gravity values.
 AR1383
 AR1383;                    North         East    Units  Estimated Accuracy
 AR1383;SPC FL N     -    74,890.      707,830.      MT  (+/- 180 meters Scaled)
 AR1383
 AR1383                          SUPERSEDED SURVEY CONTROL
 AR1383
 AR1383.No superseded survey control is available for this station.
 AR1383
 AR1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN690846(NAD 83)
 AR1383_MARKER: DJ = TIDAL STATION DISK
 AR1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1383_SP_SET: CONCRETE POST
 AR1383_STAMPING: TIDAL 2 1973
 AR1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1383+STABILITY: SURFACE MOTION
 AR1383
 AR1383  HISTORY     - Date     Condition        Report By
 AR1383  HISTORY     - 1973     MONUMENTED       FLDT
 AR1383  HISTORY     - 1977     GOOD             FLDNR
 AR1383  HISTORY     - 1977     GOOD             FLDNR
 AR1383
 AR1383                          STATION DESCRIPTION
 AR1383
 AR1383'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1383'1.6 MI NW FROM STEINHATCHEE.
 AR1383'FROM THE POST OFFICE AT STEINHATCHEE ,PROCEED NORTH ON A SIDE
 AR1383'STREET 0.05 MILES TO THE INTERSECTION OF THE SIDE STREET
 AR1383'AND A PAVED ROAD, THE MARK IS SET IN THE SOUTHEAST QUADRANT
 AR1383'OF  THE INTERSECTION, 62 FEET SOUTHEAST OF THE CENTERLINE INTERSECT
 AR1383'OF THE TWO STREETS, 12.5 FEET NORTHWEST OF A FENCE CORNER, 97
 AR1383'FEET EAST OF THE NORTHEAST CORNER OF A RED HOUSE.
 AR1383
 AR1383                          STATION RECOVERY (1977)
 AR1383
 AR1383'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AR1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1384 ***********************************************************************
 AR1384  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1384  DESIGNATION -  872 7695 TIDAL 3 FLDT
 AR1384  PID         -  AR1384
 AR1384  STATE/COUNTY-  FL/TAYLOR
 AR1384  USGS QUAD   -  STEINHATCHEE (1993)
 AR1384
 AR1384                         *CURRENT SURVEY CONTROL
 AR1384  ___________________________________________________________________
 AR1384* NAD 83(1986)-  29 40 16.     (N)    083 23 21.     (W)     SCALED    
 AR1384* NAVD 88     -         1.507  (meters)       4.94   (feet)  ADJUSTED  
 AR1384  ___________________________________________________________________
 AR1384  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1384  DYNAMIC HT  -           1.505 (meters)       4.94  (feet)  COMP
 AR1384  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 AR1384
 AR1384  VERT ORDER  -  SECOND    CLASS I
 AR1384
 AR1384.The horizontal coordinates were scaled from a topographic map and have
 AR1384.an estimated accuracy of +/- 6 seconds.
 AR1384
 AR1384.The orthometric height was determined by differential leveling
 AR1384.and adjusted by the National Geodetic Survey in June 1991..
 AR1384
 AR1384.This Tidal Bench Mark is designated as VM 8226
 AR1384.by the Center for Operational Oceanographic Products and Services.
 AR1384
 AR1384.The geoid height was determined by GEOID03.
 AR1384
 AR1384.The dynamic height is computed by dividing the NAVD 88
 AR1384.geopotential number by the normal gravity value computed on the
 AR1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1384.degrees latitude (g = 980.6199 gals.).
 AR1384
 AR1384.The modeled gravity was interpolated from observed gravity values.
 AR1384
 AR1384;                    North         East    Units  Estimated Accuracy
 AR1384;SPC FL N     -    74,920.      707,530.      MT  (+/- 180 meters Scaled)
 AR1384
 AR1384                          SUPERSEDED SURVEY CONTROL
 AR1384
 AR1384.No superseded survey control is available for this station.
 AR1384
 AR1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN687847(NAD 83)
 AR1384_MARKER: DJ = TIDAL STATION DISK
 AR1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AR1384_SP_SET: CONCRETE SEAWALL
 AR1384_STAMPING: TIDAL NO 3 1973
 AR1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1384
 AR1384  HISTORY     - Date     Condition        Report By
 AR1384  HISTORY     - 1973     MONUMENTED       FLDT
 AR1384  HISTORY     - 1977     GOOD             FLDNR
 AR1384  HISTORY     - 1977     GOOD             FLDNR
 AR1384
 AR1384                          STATION DESCRIPTION
 AR1384
 AR1384'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1384'1.6 MI NW FROM STEINHATCHEE.
 AR1384'FROM THE POST OFFICE IN STEINHATCHEE , PROCEED WEST ALONG
 AR1384'STATE HIGHWAY 51 FOR O.2 MILES TO PACES GROCERY, THE MARK IS SET
 AR1384'122 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 51,
 AR1384'ABOUT 24 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PACES GROCERY,
 AR1384'13 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ICE HOUSE, 1 FOOT
 AR1384'SOUTHWEST OF AN IRON POLE WITH A PHILLIPS 66 SIGN.
 AR1384
 AR1384                          STATION RECOVERY (1977)
 AR1384
 AR1384'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AR1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1385 ***********************************************************************
 AR1385  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1385  DESIGNATION -  872 7695 TIDAL 4 FLDT
 AR1385  PID         -  AR1385
 AR1385  STATE/COUNTY-  FL/TAYLOR
 AR1385  USGS QUAD   -  STEINHATCHEE (1993)
 AR1385
 AR1385                         *CURRENT SURVEY CONTROL
 AR1385  ___________________________________________________________________
 AR1385* NAD 83(1986)-  29 40 22.     (N)    083 23 24.     (W)     SCALED    
 AR1385* NAVD 88     -         4.284  (meters)      14.06   (feet)  ADJUSTED  
 AR1385  ___________________________________________________________________
 AR1385  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1385  DYNAMIC HT  -           4.278 (meters)      14.04  (feet)  COMP
 AR1385  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 AR1385
 AR1385  VERT ORDER  -  SECOND    CLASS I
 AR1385
 AR1385.The horizontal coordinates were scaled from a topographic map and have
 AR1385.an estimated accuracy of +/- 6 seconds.
 AR1385
 AR1385.The orthometric height was determined by differential leveling
 AR1385.and adjusted by the National Geodetic Survey in June 1991..
 AR1385
 AR1385.This Tidal Bench Mark is designated as VM 8227
 AR1385.by the Center for Operational Oceanographic Products and Services.
 AR1385
 AR1385.The geoid height was determined by GEOID03.
 AR1385
 AR1385.The dynamic height is computed by dividing the NAVD 88
 AR1385.geopotential number by the normal gravity value computed on the
 AR1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1385.degrees latitude (g = 980.6199 gals.).
 AR1385
 AR1385.The modeled gravity was interpolated from observed gravity values.
 AR1385
 AR1385;                    North         East    Units  Estimated Accuracy
 AR1385;SPC FL N     -    75,100.      707,450.      MT  (+/- 180 meters Scaled)
 AR1385
 AR1385                          SUPERSEDED SURVEY CONTROL
 AR1385
 AR1385.No superseded survey control is available for this station.
 AR1385
 AR1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN687849(NAD 83)
 AR1385_MARKER: DJ = TIDAL STATION DISK
 AR1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1385_SP_SET: CONCRETE POST
 AR1385_STAMPING: TIDAL NO 4 1973
 AR1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1385+STABILITY: SURFACE MOTION
 AR1385
 AR1385  HISTORY     - Date     Condition        Report By
 AR1385  HISTORY     - 1973     MONUMENTED       FLDT
 AR1385  HISTORY     - 1977     GOOD             FLDNR
 AR1385  HISTORY     - 1977     GOOD             FLDNR
 AR1385
 AR1385                          STATION DESCRIPTION
 AR1385
 AR1385'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1385'1.6 MI NW FROM STEINHATCHEE.
 AR1385'FROM THE POST OFFICE AT STEINHATCHEE , PROCEED WEST ALONG
 AR1385'STATE HIGHWAY 51 FOR 0.35 MILES, THE MARK IS SET 80 FEET
 AR1385'SOUTHEAST OF A POWER POLE, 59.5 FEET NORTHWEST OF A FIRE HYDRANT
 AR1385'AND 51 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 51 AT A CURVE
 AR1385'2.5 FEET NORTH OF A FENCE CORNER, 97 FEET SOUTH OF THE
 AR1385'SOUTHWEST CORNER OF MILLS HARDWARE.
 AR1385
 AR1385                          STATION RECOVERY (1977)
 AR1385
 AR1385'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AR1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1386 ***********************************************************************
 AR1386  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1386  DESIGNATION -  872 7695 TIDAL 5 FLDT
 AR1386  PID         -  AR1386
 AR1386  STATE/COUNTY-  FL/TAYLOR
 AR1386  USGS QUAD   -  STEINHATCHEE (1993)
 AR1386
 AR1386                         *CURRENT SURVEY CONTROL
 AR1386  ___________________________________________________________________
 AR1386* NAD 83(1986)-  29 40 23.     (N)    083 23 32.     (W)     SCALED    
 AR1386* NAVD 88     -         1.352  (meters)       4.44   (feet)  ADJUSTED  
 AR1386  ___________________________________________________________________
 AR1386  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AR1386  DYNAMIC HT  -           1.350 (meters)       4.43  (feet)  COMP
 AR1386  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 AR1386
 AR1386  VERT ORDER  -  SECOND    CLASS I
 AR1386
 AR1386.The horizontal coordinates were scaled from a topographic map and have
 AR1386.an estimated accuracy of +/- 6 seconds.
 AR1386
 AR1386.The orthometric height was determined by differential leveling
 AR1386.and adjusted by the National Geodetic Survey in June 1991..
 AR1386
 AR1386.This Tidal Bench Mark is designated as VM 8228
 AR1386.by the Center for Operational Oceanographic Products and Services.
 AR1386
 AR1386.The geoid height was determined by GEOID03.
 AR1386
 AR1386.The dynamic height is computed by dividing the NAVD 88
 AR1386.geopotential number by the normal gravity value computed on the
 AR1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1386.degrees latitude (g = 980.6199 gals.).
 AR1386
 AR1386.The modeled gravity was interpolated from observed gravity values.
 AR1386
 AR1386;                    North         East    Units  Estimated Accuracy
 AR1386;SPC FL N     -    75,130.      707,230.      MT  (+/- 180 meters Scaled)
 AR1386
 AR1386                          SUPERSEDED SURVEY CONTROL
 AR1386
 AR1386.No superseded survey control is available for this station.
 AR1386
 AR1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN684849(NAD 83)
 AR1386_MARKER: DJ = TIDAL STATION DISK
 AR1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1386_SP_SET: CONCRETE POST
 AR1386_STAMPING: TIDAL NO 5 1973
 AR1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1386+STABILITY: SURFACE MOTION
 AR1386
 AR1386  HISTORY     - Date     Condition        Report By
 AR1386  HISTORY     - 1973     MONUMENTED       FLDT
 AR1386  HISTORY     - 1977     GOOD             FLDNR
 AR1386  HISTORY     - 1977     GOOD             FLDNR
 AR1386
 AR1386                          STATION DESCRIPTION
 AR1386
 AR1386'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1386'1.6 MI NW FROM STEINHATCHEE.
 AR1386'FROM THE POST OFFICE AT STEINHATCHEE, PROCEED WEST ALONG
 AR1386'STATE HIGHWAY 51 FOR 0.5 MILES, THE MARK IS SET 48 FEET SOUTH OF
 AR1386'THE CENTERLINE OF STATE HIGHWAY 51, 43 FEET SOUTHEAST OF A
 AR1386'POWER POLE WITH A TRANSFORMER, 39 FEET NORTHEAST OF THE
 AR1386'NORTHEAST CORNER OF A RED FRAME HOUSE, 1.6 FEET NORTH OF THE
 AR1386'NORTHEAST FENCE CORNER.
 AR1386
 AR1386                          STATION RECOVERY (1977)
 AR1386
 AR1386'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AR1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1698 ***********************************************************************
 AR1698  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1698  DESIGNATION -  872 7793 D TIDAL
 AR1698  PID         -  AR1698
 AR1698  STATE/COUNTY-  FL/TAYLOR
 AR1698  USGS QUAD   -  KEATON BEACH (1993)
 AR1698
 AR1698                         *CURRENT SURVEY CONTROL
 AR1698  ___________________________________________________________________
 AR1698* NAD 83(1986)-  29 47 49.     (N)    083 34 35.     (W)     SCALED    
 AR1698* NAVD 88     -         1.790  (meters)       5.87   (feet)  ADJUSTED  
 AR1698  ___________________________________________________________________
 AR1698  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AR1698  DYNAMIC HT  -           1.788 (meters)       5.87  (feet)  COMP
 AR1698  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 AR1698
 AR1698  VERT ORDER  -  SECOND    CLASS I
 AR1698
 AR1698.The horizontal coordinates were scaled from a topographic map and have
 AR1698.an estimated accuracy of +/- 6 seconds.
 AR1698
 AR1698.The orthometric height was determined by differential leveling
 AR1698.and adjusted by the National Geodetic Survey in June 1991..
 AR1698
 AR1698.This Tidal Bench Mark is designated as VM 8243
 AR1698.by the Center for Operational Oceanographic Products and Services.
 AR1698
 AR1698.The geoid height was determined by GEOID03.
 AR1698
 AR1698.The dynamic height is computed by dividing the NAVD 88
 AR1698.geopotential number by the normal gravity value computed on the
 AR1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1698.degrees latitude (g = 980.6199 gals.).
 AR1698
 AR1698.The modeled gravity was interpolated from observed gravity values.
 AR1698
 AR1698;                    North         East    Units  Estimated Accuracy
 AR1698;SPC FL N     -    88,700.      689,290.      MT  (+/- 180 meters Scaled)
 AR1698
 AR1698                          SUPERSEDED SURVEY CONTROL
 AR1698
 AR1698.No superseded survey control is available for this station.
 AR1698
 AR1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN509990(NAD 83)
 AR1698_MARKER: DJ = TIDAL STATION DISK
 AR1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AR1698_SP_SET: CULVERT HEADWALL
 AR1698_STAMPING: 7793 D 1976
 AR1698_MARK LOGO: FLDNR 
 AR1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1698+STABILITY: SURFACE MOTION
 AR1698
 AR1698  HISTORY     - Date     Condition        Report By
 AR1698  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1698  HISTORY     - 1985     GOOD             FLDNR
 AR1698
 AR1698                          STATION DESCRIPTION
 AR1698
 AR1698'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1698'20.55 MI SOUTH FROM PERRY.
 AR1698'BEGIN AT THE JUNCTION OF COUNTY ROAD C-361 WITH U.S. HIGHWAY 19 0N
 AR1698'THE SOUTH SIDE OF PERRY, GO 20.55 MILES SOUTH ON C-361 TO THE MARK.
 AR1698'THE MARK BEARS 13.1 FEET NORTHEAST OF THE CENTERLINE OF C-361, 0.05
 AR1698'MILE NORTHWEST OF A PAVED ROAD Y-JUNCTION, 0.05 MILE SOUTHEAST OF THE
 AR1698'DIRT ROAD TO THE BIRD ISLAND FISHERY, AND IS SET IN THE SOUTHEAST END
 AR1698'OF THE CULVERT HEADWALL.
 AR1698'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1697 ***********************************************************************
 AR1697  DESIGNATION -  872 7793 E TIDAL
 AR1697  PID         -  AR1697
 AR1697  STATE/COUNTY-  FL/TAYLOR
 AR1697  USGS QUAD   -  KEATON BEACH (1993)
 AR1697
 AR1697                         *CURRENT SURVEY CONTROL
 AR1697  ___________________________________________________________________
 AR1697* NAD 83(1986)-  29 48 16.     (N)    083 34 45.     (W)     SCALED    
 AR1697* NAVD 88     -         1.798  (meters)       5.90   (feet)  ADJUSTED  
 AR1697  ___________________________________________________________________
 AR1697  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AR1697  DYNAMIC HT  -           1.796 (meters)       5.89  (feet)  COMP
 AR1697  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 AR1697
 AR1697  VERT ORDER  -  SECOND    CLASS I
 AR1697
 AR1697.The horizontal coordinates were scaled from a topographic map and have
 AR1697.an estimated accuracy of +/- 6 seconds.
 AR1697
 AR1697.The orthometric height was determined by differential leveling
 AR1697.and adjusted by the National Geodetic Survey in June 1991..
 AR1697
 AR1697.The geoid height was determined by GEOID03.
 AR1697
 AR1697.The dynamic height is computed by dividing the NAVD 88
 AR1697.geopotential number by the normal gravity value computed on the
 AR1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1697.degrees latitude (g = 980.6199 gals.).
 AR1697
 AR1697.The modeled gravity was interpolated from observed gravity values.
 AR1697
 AR1697;                    North         East    Units  Estimated Accuracy
 AR1697;SPC FL N     -    89,530.      689,020.      MT  (+/- 180 meters Scaled)
 AR1697
 AR1697                          SUPERSEDED SURVEY CONTROL
 AR1697
 AR1697.No superseded survey control is available for this station.
 AR1697
 AR1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN507999(NAD 83)
 AR1697_MARKER: DJ = TIDAL STATION DISK
 AR1697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AR1697_SP_SET: CULVERT HEADWALL
 AR1697_STAMPING: 7793 E 1985
 AR1697_MARK LOGO: NOS   
 AR1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1697+STABILITY: SURFACE MOTION
 AR1697
 AR1697  HISTORY     - Date     Condition        Report By
 AR1697  HISTORY     - 1985     MONUMENTED       FLDNR
 AR1697
 AR1697                          STATION DESCRIPTION
 AR1697
 AR1697'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1697'20.05 MI SOUTH FROM PERRY.
 AR1697'BEGIN AT THE JUNCTION OF COUNTY ROAD C-361 WITH U.S. HIGHWAY 19 0N
 AR1697'THE SOUTH SIDE OF PERRY, GO 20.05 MILES SOUTH ON C-361 TO THE MARK.
 AR1697'THE MARK BEARS 13.5 FEET WEST OF THE CENTERLINE OF C-361, 31.5 FEET
 AR1697'NORTH OF THE CENTERLINE OF A PRIVATE DRIVE, AND 0.5 FOOT NORTH OF THE
 AR1697'SOUTH END OF THE CULVERT HEADWALL.
 AR1697'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1705 ***********************************************************************
 AR1705  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1705  DESIGNATION -  872 7809 A TIDAL
 AR1705  PID         -  AR1705
 AR1705  STATE/COUNTY-  FL/TAYLOR
 AR1705  USGS QUAD   -  KEATON BEACH (1993)
 AR1705
 AR1705                         *CURRENT SURVEY CONTROL
 AR1705  ___________________________________________________________________
 AR1705* NAD 83(1986)-  29 50 51.     (N)    083 37 08.     (W)     SCALED    
 AR1705* NAVD 88     -         1.183  (meters)       3.88   (feet)  ADJUSTED  
 AR1705  ___________________________________________________________________
 AR1705  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1705  DYNAMIC HT  -           1.182 (meters)       3.88  (feet)  COMP
 AR1705  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AR1705
 AR1705  VERT ORDER  -  SECOND    CLASS I
 AR1705
 AR1705.The horizontal coordinates were scaled from a topographic map and have
 AR1705.an estimated accuracy of +/- 6 seconds.
 AR1705
 AR1705.The orthometric height was determined by differential leveling
 AR1705.and adjusted by the National Geodetic Survey in June 1991..
 AR1705
 AR1705.This Tidal Bench Mark is designated as VM 8244
 AR1705.by the Center for Operational Oceanographic Products and Services.
 AR1705
 AR1705.The geoid height was determined by GEOID03.
 AR1705
 AR1705.The dynamic height is computed by dividing the NAVD 88
 AR1705.geopotential number by the normal gravity value computed on the
 AR1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1705.degrees latitude (g = 980.6199 gals.).
 AR1705
 AR1705.The modeled gravity was interpolated from observed gravity values.
 AR1705
 AR1705;                    North         East    Units  Estimated Accuracy
 AR1705;SPC FL N     -    94,270.      685,140.      MT  (+/- 180 meters Scaled)
 AR1705
 AR1705                          SUPERSEDED SURVEY CONTROL
 AR1705
 AR1705.No superseded survey control is available for this station.
 AR1705
 AR1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP469047(NAD 83)
 AR1705_MARKER: DJ = TIDAL STATION DISK
 AR1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1705_SP_SET: CONCRETE POST
 AR1705_STAMPING: 7809 A 1978
 AR1705_MARK LOGO: NOS   
 AR1705_PROJECTION: RECESSED 3 CENTIMETERS
 AR1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1705+STABILITY: SURFACE MOTION
 AR1705
 AR1705  HISTORY     - Date     Condition        Report By
 AR1705  HISTORY     - 1978     MONUMENTED       NOS
 AR1705  HISTORY     - 1985     GOOD             FLDNR
 AR1705
 AR1705                          STATION DESCRIPTION
 AR1705
 AR1705'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1705'16.8 MI SSW FROM PERRY.
 AR1705'BEGIN AT THE JUNCTION OF COUNTY ROAD C-361 WITH U.S. HIGHWAY 19 ON
 AR1705'THE SOUTH SIDE OF PERRY, GO 14.9 MILES SOUTH ON C-361 TO THE JUNCTION
 AR1705'OF DEKLE BEACH ROAD, GO 1.7 MILES WEST AND SOUTH ON DEKLE BEACH ROAD
 AR1705'TO THE JUNCTION OF A PAVED ROAD LEADING WEST TO DEKLE BEACH
 AR1705'INCORPORATED PROPERTIES, GO 0.2 MILE WEST ON THIS ROAD TO ITS END AT
 AR1705'A T-JUNCTION AT THE DEKLE BEACH PRIVATE AREA AND THE MARK.  THE MARK
 AR1705'BEARS 19 FEET NORTHEAST OF THE WOODEN SEAWALL, 34 FEET
 AR1705'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE THIRD WOODEN HOUSE
 AR1705'FROM THE SOUTH END OF THE BEACH, 100 FEET NORTHWEST OF THE NORTHEAST
 AR1705'CORNER OF THE STORE, AND 1 FOOT NORTHWEST OF A POWER POLE WITH A
 AR1705'WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1704 ***********************************************************************
 AR1704  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1704  DESIGNATION -  872 7809 B TIDAL
 AR1704  PID         -  AR1704
 AR1704  STATE/COUNTY-  FL/TAYLOR
 AR1704  USGS QUAD   -  KEATON BEACH (1993)
 AR1704
 AR1704                         *CURRENT SURVEY CONTROL
 AR1704  ___________________________________________________________________
 AR1704* NAD 83(1986)-  29 50 53.     (N)    083 37 08.     (W)     SCALED    
 AR1704* NAVD 88     -         1.163  (meters)       3.82   (feet)  ADJUSTED  
 AR1704  ___________________________________________________________________
 AR1704  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1704  DYNAMIC HT  -           1.161 (meters)       3.81  (feet)  COMP
 AR1704  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AR1704
 AR1704  VERT ORDER  -  SECOND    CLASS I
 AR1704
 AR1704.The horizontal coordinates were scaled from a topographic map and have
 AR1704.an estimated accuracy of +/- 6 seconds.
 AR1704
 AR1704.The orthometric height was determined by differential leveling
 AR1704.and adjusted by the National Geodetic Survey in June 1991..
 AR1704
 AR1704.This Tidal Bench Mark is designated as VM 8245
 AR1704.by the Center for Operational Oceanographic Products and Services.
 AR1704
 AR1704.The geoid height was determined by GEOID03.
 AR1704
 AR1704.The dynamic height is computed by dividing the NAVD 88
 AR1704.geopotential number by the normal gravity value computed on the
 AR1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1704.degrees latitude (g = 980.6199 gals.).
 AR1704
 AR1704.The modeled gravity was interpolated from observed gravity values.
 AR1704
 AR1704;                    North         East    Units  Estimated Accuracy
 AR1704;SPC FL N     -    94,330.      685,140.      MT  (+/- 180 meters Scaled)
 AR1704
 AR1704                          SUPERSEDED SURVEY CONTROL
 AR1704
 AR1704.No superseded survey control is available for this station.
 AR1704
 AR1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP469048(NAD 83)
 AR1704_MARKER: DJ = TIDAL STATION DISK
 AR1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1704_SP_SET: CONCRETE POST
 AR1704_STAMPING: 7809 B 1978
 AR1704_MARK LOGO: NOS   
 AR1704_PROJECTION: FLUSH
 AR1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1704+STABILITY: SURFACE MOTION
 AR1704
 AR1704  HISTORY     - Date     Condition        Report By
 AR1704  HISTORY     - 1978     MONUMENTED       NOS
 AR1704  HISTORY     - 1985     GOOD             FLDNR
 AR1704
 AR1704                          STATION DESCRIPTION
 AR1704
 AR1704'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1704'16.8 MI SSW FROM PERRY.
 AR1704'BEGIN AT THE JUNCTION OF COUNTY ROAD C-361 WITH U.S. HIGHWAY 19 ON
 AR1704'THE SOUTH SIDE OF PERRY, GO 14.9 MILES SOUTH ON C-361 TO THE JUNCTION
 AR1704'OF DEKLE BEACH ROAD, GO 1.7 MILES WEST AND SOUTH ON DEKLE BEACH ROAD
 AR1704'TO THE JUNCTION OF A PAVED ROAD LEADING WEST TO DEKLE BEACH
 AR1704'INCORPORATED PROPERTIES, GO 0.2 MILE WEST ON THIS ROAD TO ITS END AT
 AR1704'A T-JUNCTION AND THE MARK.  THE MARK BEARS 25 FEET WEST-SOUTHWEST OF
 AR1704'THE JUNCTION OF THE ROADS, 100 FEET EAST-NORTHEAST OF A WOODEN
 AR1704'SEAWALL, AND 1.5 FEET NORTHEAST OF THE NORTHERNMOST POST FOR THE
 AR1704'DEKLE BEACH INCORPORATED SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1703 ***********************************************************************
 AR1703  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1703  DESIGNATION -  872 7809 C TIDAL
 AR1703  PID         -  AR1703
 AR1703  STATE/COUNTY-  FL/TAYLOR
 AR1703  USGS QUAD   -  KEATON BEACH (1993)
 AR1703
 AR1703                         *CURRENT SURVEY CONTROL
 AR1703  ___________________________________________________________________
 AR1703* NAD 83(1986)-  29 50 57.     (N)    083 37 06.     (W)     SCALED    
 AR1703* NAVD 88     -         1.076  (meters)       3.53   (feet)  ADJUSTED  
 AR1703  ___________________________________________________________________
 AR1703  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1703  DYNAMIC HT  -           1.075 (meters)       3.53  (feet)  COMP
 AR1703  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AR1703
 AR1703  VERT ORDER  -  SECOND    CLASS I
 AR1703
 AR1703.The horizontal coordinates were scaled from a topographic map and have
 AR1703.an estimated accuracy of +/- 6 seconds.
 AR1703
 AR1703.The orthometric height was determined by differential leveling
 AR1703.and adjusted by the National Geodetic Survey in June 1991..
 AR1703
 AR1703.This Tidal Bench Mark is designated as VM 8246
 AR1703.by the Center for Operational Oceanographic Products and Services.
 AR1703
 AR1703.The geoid height was determined by GEOID03.
 AR1703
 AR1703.The dynamic height is computed by dividing the NAVD 88
 AR1703.geopotential number by the normal gravity value computed on the
 AR1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1703.degrees latitude (g = 980.6199 gals.).
 AR1703
 AR1703.The modeled gravity was interpolated from observed gravity values.
 AR1703
 AR1703;                    North         East    Units  Estimated Accuracy
 AR1703;SPC FL N     -    94,460.      685,190.      MT  (+/- 180 meters Scaled)
 AR1703
 AR1703                          SUPERSEDED SURVEY CONTROL
 AR1703
 AR1703.No superseded survey control is available for this station.
 AR1703
 AR1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP470049(NAD 83)
 AR1703_MARKER: DJ = TIDAL STATION DISK
 AR1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1703_SP_SET: CONCRETE POST
 AR1703_STAMPING: 7809 C 1978
 AR1703_MARK LOGO: NOS   
 AR1703_PROJECTION: RECESSED 5 CENTIMETERS
 AR1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1703+STABILITY: SURFACE MOTION
 AR1703
 AR1703  HISTORY     - Date     Condition        Report By
 AR1703  HISTORY     - 1978     MONUMENTED       NOS
 AR1703  HISTORY     - 1985     GOOD             FLDNR
 AR1703
 AR1703                          STATION DESCRIPTION
 AR1703
 AR1703'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1703'16.7 MI SSW FROM PERRY.
 AR1703'BEGIN AT THE JUNCTION OF COUNTY ROAD C-361 WITH U.S. HIGHWAY 19 ON
 AR1703'THE SOUTH SIDE OF PERRY, GO 14.9 MILES SOUTH ON C-361 TO THE JUNCTION
 AR1703'OF DEKLE BEACH ROAD, GO 1.7 MILES WEST AND SOUTH ON DEKLE BEACH ROAD
 AR1703'TO THE JUNCTION OF A PAVED ROAD LEADING WEST TO DEKLE BEACH
 AR1703'INCORPORATED PROPERTIES, GO 0.1 MILE WEST ON THIS ROAD TO THE MARK.
 AR1703'THE MARK BEARS 28 FEET NORTHWEST OF THE INTERSECTION OF THE PAVED
 AR1703'ROAD AND A NORTH-SOUTH DIRT ROAD, 2 FEET SOUTHEAST OF A POWER POLE
 AR1703'WITH A WITNESS SIGN ATTACHED, AND 300 FEET EAST-NORTHEAST OF TIDAL
 AR1703'BENCH MARK 7809 B 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1702 ***********************************************************************
 AR1702  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1702  DESIGNATION -  872 7809 D TIDAL
 AR1702  PID         -  AR1702
 AR1702  STATE/COUNTY-  FL/TAYLOR
 AR1702  USGS QUAD   -  KEATON BEACH (1993)
 AR1702
 AR1702                         *CURRENT SURVEY CONTROL
 AR1702  ___________________________________________________________________
 AR1702* NAD 83(1986)-  29 50 59.     (N)    083 37 03.     (W)     SCALED    
 AR1702* NAVD 88     -         1.533  (meters)       5.03   (feet)  ADJUSTED  
 AR1702  ___________________________________________________________________
 AR1702  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1702  DYNAMIC HT  -           1.531 (meters)       5.02  (feet)  COMP
 AR1702  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 AR1702
 AR1702  VERT ORDER  -  SECOND    CLASS I
 AR1702
 AR1702.The horizontal coordinates were scaled from a topographic map and have
 AR1702.an estimated accuracy of +/- 6 seconds.
 AR1702
 AR1702.The orthometric height was determined by differential leveling
 AR1702.and adjusted by the National Geodetic Survey in June 1991..
 AR1702
 AR1702.This Tidal Bench Mark is designated as VM 8247
 AR1702.by the Center for Operational Oceanographic Products and Services.
 AR1702
 AR1702.The geoid height was determined by GEOID03.
 AR1702
 AR1702.The dynamic height is computed by dividing the NAVD 88
 AR1702.geopotential number by the normal gravity value computed on the
 AR1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1702.degrees latitude (g = 980.6199 gals.).
 AR1702
 AR1702.The modeled gravity was interpolated from observed gravity values.
 AR1702
 AR1702;                    North         East    Units  Estimated Accuracy
 AR1702;SPC FL N     -    94,520.      685,270.      MT  (+/- 180 meters Scaled)
 AR1702
 AR1702                          SUPERSEDED SURVEY CONTROL
 AR1702
 AR1702.No superseded survey control is available for this station.
 AR1702
 AR1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP471050(NAD 83)
 AR1702_MARKER: DJ = TIDAL STATION DISK
 AR1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1702_SP_SET: CONCRETE POST
 AR1702_STAMPING: 7809 D 1978
 AR1702_MARK LOGO: NOS   
 AR1702_PROJECTION: RECESSED 5 CENTIMETERS
 AR1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1702+STABILITY: SURFACE MOTION
 AR1702
 AR1702  HISTORY     - Date     Condition        Report By
 AR1702  HISTORY     - 1978     MONUMENTED       NOS
 AR1702  HISTORY     - 1985     GOOD             FLDNR
 AR1702
 AR1702                          STATION DESCRIPTION
 AR1702
 AR1702'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1702'16.65 MI SSW FROM PERRY.
 AR1702'BEGIN AT THE JUNCTION OF COUNTY ROAD C-361 WITH U.S. HIGHWAY 19 ON
 AR1702'THE SOUTH SIDE OF PERRY, GO 14.9 MILES SOUTH ON C-361 TO THE JUNCTION
 AR1702'OF DEKLE BEACH ROAD, GO 1.7 MILES WEST AND SOUTH ON DEKLE BEACH ROAD
 AR1702'TO THE JUNCTION OF A PAVED ROAD LEADING WEST TO DEKLE BEACH
 AR1702'INCORPORATED PROPERTIES, GO 0.05 MILE WEST ON THIS ROAD TO THE MARK.
 AR1702'THE MARK BEARS 50 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AR1702'27 FEET EAST-NORTHEAST OF THE CENTERLINE OF A PRIVATE DRIVE, 97 FEET
 AR1702'WEST- SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD FENCE, 2 FEET
 AR1702'SOUTH- SOUTHEAST OF A POWER POLE, AND 360 FEET EAST-NORTHEAST OF
 AR1702'TIDAL BENCH MARK 7809 C 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1701 ***********************************************************************
 AR1701  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1701  DESIGNATION -  872 7809 E TIDAL
 AR1701  PID         -  AR1701
 AR1701  STATE/COUNTY-  FL/TAYLOR
 AR1701  USGS QUAD   -  KEATON BEACH (1993)
 AR1701
 AR1701                         *CURRENT SURVEY CONTROL
 AR1701  ___________________________________________________________________
 AR1701* NAD 83(1986)-  29 51 01.     (N)    083 37 00.     (W)     SCALED    
 AR1701* NAVD 88     -         1.372  (meters)       4.50   (feet)  ADJUSTED  
 AR1701  ___________________________________________________________________
 AR1701  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1701  DYNAMIC HT  -           1.370 (meters)       4.49  (feet)  COMP
 AR1701  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 AR1701
 AR1701  VERT ORDER  -  SECOND    CLASS I
 AR1701
 AR1701.The horizontal coordinates were scaled from a topographic map and have
 AR1701.an estimated accuracy of +/- 6 seconds.
 AR1701
 AR1701.The orthometric height was determined by differential leveling
 AR1701.and adjusted by the National Geodetic Survey in June 1991..
 AR1701
 AR1701.This Tidal Bench Mark is designated as VM 8248
 AR1701.by the Center for Operational Oceanographic Products and Services.
 AR1701
 AR1701.The geoid height was determined by GEOID03.
 AR1701
 AR1701.The dynamic height is computed by dividing the NAVD 88
 AR1701.geopotential number by the normal gravity value computed on the
 AR1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1701.degrees latitude (g = 980.6199 gals.).
 AR1701
 AR1701.The modeled gravity was interpolated from observed gravity values.
 AR1701
 AR1701;                    North         East    Units  Estimated Accuracy
 AR1701;SPC FL N     -    94,580.      685,350.      MT  (+/- 180 meters Scaled)
 AR1701
 AR1701                          SUPERSEDED SURVEY CONTROL
 AR1701
 AR1701.No superseded survey control is available for this station.
 AR1701
 AR1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP472050(NAD 83)
 AR1701_MARKER: DJ = TIDAL STATION DISK
 AR1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1701_SP_SET: CONCRETE POST
 AR1701_STAMPING: 7809 E 1978
 AR1701_MARK LOGO: NOS   
 AR1701_PROJECTION: FLUSH
 AR1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1701+STABILITY: SURFACE MOTION
 AR1701
 AR1701  HISTORY     - Date     Condition        Report By
 AR1701  HISTORY     - 1978     MONUMENTED       NOS
 AR1701  HISTORY     - 1985     GOOD             FLDNR
 AR1701
 AR1701                          STATION DESCRIPTION
 AR1701
 AR1701'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1701'16.6 MI SSW FROM PERRY.
 AR1701'BEGIN AT THE JUNCTION OF COUNTY ROAD C-361 WITH U.S. HIGHWAY 19 ON
 AR1701'THE SOUTH SIDE OF PERRY, GO 14.9 MILES SOUTH ON C-361 TO THE JUNCTION
 AR1701'OF DEKLE BEACH ROAD, GO 1.7 MILES WEST AND SOUTH ON DEKLE BEACH ROAD
 AR1701'TO THE JUNCTION OF A PAVED ROAD LEADING WEST TO DEKLE BEACH
 AR1701'INCORPORATED PROPERTIES AND THE MARK.  THE MARK BEARS 35 FEET WEST OF
 AR1701'THE ROAD JUNCTION, 22 FEET SOUTHEAST OF A WOOD FENCE, 3 FEET
 AR1701'SOUTHEAST OF AN 18-INCH DIAMETER PALM TREE, AND 314 FEET
 AR1701'EAST-NORTHEAST OF TIDAL BENCH MARK 7809 D 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1485 ***********************************************************************
 AR1485  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1485  DESIGNATION -  872 7843 A TIDAL
 AR1485  PID         -  AR1485
 AR1485  STATE/COUNTY-  FL/TAYLOR
 AR1485  USGS QUAD   -  OKEFENOKEE SLOUGH (1993)
 AR1485
 AR1485                         *CURRENT SURVEY CONTROL
 AR1485  ___________________________________________________________________
 AR1485* NAD 83(1986)-  29 55 17.     (N)    083 40 17.     (W)     SCALED    
 AR1485* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 AR1485  ___________________________________________________________________
 AR1485  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1485  DYNAMIC HT  -           1.044 (meters)       3.43  (feet)  COMP
 AR1485  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 AR1485
 AR1485  VERT ORDER  -  SECOND    CLASS I
 AR1485
 AR1485.The horizontal coordinates were scaled from a topographic map and have
 AR1485.an estimated accuracy of +/- 6 seconds.
 AR1485
 AR1485.The orthometric height was determined by differential leveling
 AR1485.and adjusted by the National Geodetic Survey in June 1991..
 AR1485
 AR1485.This Tidal Bench Mark is designated as VM 8249
 AR1485.by the Center for Operational Oceanographic Products and Services.
 AR1485
 AR1485.The geoid height was determined by GEOID03.
 AR1485
 AR1485.The dynamic height is computed by dividing the NAVD 88
 AR1485.geopotential number by the normal gravity value computed on the
 AR1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1485.degrees latitude (g = 980.6199 gals.).
 AR1485
 AR1485.The modeled gravity was interpolated from observed gravity values.
 AR1485
 AR1485;                    North         East    Units  Estimated Accuracy
 AR1485;SPC FL N     -   102,420.      680,010.      MT  (+/- 180 meters Scaled)
 AR1485
 AR1485                          SUPERSEDED SURVEY CONTROL
 AR1485
 AR1485.No superseded survey control is available for this station.
 AR1485
 AR1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP421130(NAD 83)
 AR1485_MARKER: DJ = TIDAL STATION DISK
 AR1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1485_SP_SET: CONCRETE POST
 AR1485_STAMPING: 7843 A 1978 CLB
 AR1485_MARK LOGO: FLDNR 
 AR1485_PROJECTION: PROJECTING 5 CENTIMETERS
 AR1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1485+STABILITY: SURFACE MOTION
 AR1485
 AR1485  HISTORY     - Date     Condition        Report By
 AR1485  HISTORY     - 1978     MONUMENTED       FLDNR
 AR1485  HISTORY     - 1979     GOOD             FLDNR
 AR1485  HISTORY     - 1985     GOOD             FLDNR
 AR1485
 AR1485                          STATION DESCRIPTION
 AR1485
 AR1485'DESCRIBED BY FL DEPT OF NAT RES 1979
 AR1485'15.3 MI SOUTH FROM PERRY.
 AR1485'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 AR1485'IN PERRY, PROCEED SOUTHERLY ALONG C361-A FOR 13.1 MILES TO A
 AR1485'T-JUNCTION, PROCEED SOUTHWEST ALONG C361-A FOR 1.5 MILES TO THE END OF
 AR1485'PAVEMENT, CONTINUE 0.2 MILE ALONG DIRT ROAD TO THE MARK.  THE MARK
 AR1485'BEARS 3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF FISH CAMP BUILDING,
 AR1485'11 FEET SOUTHEAST OF A PRIVATE DRIVE CENTERLINE, AND 28 FEET NORTH-
 AR1485'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD THAT PARALLELS SPRING
 AR1485'WARRIOR CREEK.
 AR1485'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 AR1485
 AR1485                          STATION RECOVERY (1985)
 AR1485
 AR1485'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1484 ***********************************************************************
 AR1484  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1484  DESIGNATION -  872 7843 B TIDAL
 AR1484  PID         -  AR1484
 AR1484  STATE/COUNTY-  FL/TAYLOR
 AR1484  USGS QUAD   -  OKEFENOKEE SLOUGH (1993)
 AR1484
 AR1484                         *CURRENT SURVEY CONTROL
 AR1484  ___________________________________________________________________
 AR1484* NAD 83(1986)-  29 55 17.     (N)    083 40 17.     (W)     SCALED    
 AR1484* NAVD 88     -         1.173  (meters)       3.85   (feet)  ADJUSTED  
 AR1484  ___________________________________________________________________
 AR1484  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1484  DYNAMIC HT  -           1.172 (meters)       3.85  (feet)  COMP
 AR1484  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 AR1484
 AR1484  VERT ORDER  -  SECOND    CLASS I
 AR1484
 AR1484.The horizontal coordinates were scaled from a topographic map and have
 AR1484.an estimated accuracy of +/- 6 seconds.
 AR1484
 AR1484.The orthometric height was determined by differential leveling
 AR1484.and adjusted by the National Geodetic Survey in June 1991..
 AR1484
 AR1484.This Tidal Bench Mark is designated as VM 8250
 AR1484.by the Center for Operational Oceanographic Products and Services.
 AR1484
 AR1484.The geoid height was determined by GEOID03.
 AR1484
 AR1484.The dynamic height is computed by dividing the NAVD 88
 AR1484.geopotential number by the normal gravity value computed on the
 AR1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1484.degrees latitude (g = 980.6199 gals.).
 AR1484
 AR1484.The modeled gravity was interpolated from observed gravity values.
 AR1484
 AR1484;                    North         East    Units  Estimated Accuracy
 AR1484;SPC FL N     -   102,420.      680,010.      MT  (+/- 180 meters Scaled)
 AR1484
 AR1484                          SUPERSEDED SURVEY CONTROL
 AR1484
 AR1484.No superseded survey control is available for this station.
 AR1484
 AR1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP421130(NAD 83)
 AR1484_MARKER: DJ = TIDAL STATION DISK
 AR1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1484_SP_SET: CONCRETE POST
 AR1484_STAMPING: 7843 B 1978 CLB
 AR1484_MARK LOGO: FLDNR 
 AR1484_PROJECTION: RECESSED 8 CENTIMETERS
 AR1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1484+STABILITY: SURFACE MOTION
 AR1484
 AR1484  HISTORY     - Date     Condition        Report By
 AR1484  HISTORY     - 1978     MONUMENTED       FLDNR
 AR1484  HISTORY     - 1979     GOOD             FLDNR
 AR1484  HISTORY     - 1985     GOOD             FLDNR
 AR1484
 AR1484                          STATION DESCRIPTION
 AR1484
 AR1484'DESCRIBED BY FL DEPT OF NAT RES 1979
 AR1484'15.3 MI SOUTH FROM PERRY.
 AR1484'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 AR1484'IN PERRY, PROCEED SOUTHERLY ALONG C361-A FOR 13.1 MILES TO A
 AR1484'T-JUNCTION, PROCEED SOUTHWEST ALONG C361-A FOR 1.5 MILES TO THE END
 AR1484'OF PAVEMENT, CONTINUE 0.2 MILE ALONG DIRT ROAD TO THE MARK.  THE MARK
 AR1484'BEARS 38 FEET SOUTH OF A Y-INTERSECTION, 39 FEET EAST OF THE SOUTHEAST
 AR1484'CORNER OF A COTTAGE, 50 FEET SOUTHEAST OF A DOUBLE-TRUNKED OAK TREE,
 AR1484'AND 40 FEET EAST OF UTILITY POLE J7-31-19LT WITH A SECURITY LIGHT AND
 AR1484'TRANSFORMER.
 AR1484'THE MARK IS 3 FT  S FROM A WITNESS POST.
 AR1484
 AR1484                          STATION RECOVERY (1985)
 AR1484
 AR1484'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1484'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 2 FEET NORTH OF A
 AR1484'WITNESS POST.  10 FEET NORTH OF A CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1483 ***********************************************************************
 AR1483  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1483  DESIGNATION -  872 7843 C TIDAL
 AR1483  PID         -  AR1483
 AR1483  STATE/COUNTY-  FL/TAYLOR
 AR1483  USGS QUAD   -  OKEFENOKEE SLOUGH (1993)
 AR1483
 AR1483                         *CURRENT SURVEY CONTROL
 AR1483  ___________________________________________________________________
 AR1483* NAD 83(1986)-  29 55 19.     (N)    083 40 17.     (W)     SCALED    
 AR1483* NAVD 88     -         1.281  (meters)       4.20   (feet)  ADJUSTED  
 AR1483  ___________________________________________________________________
 AR1483  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1483  DYNAMIC HT  -           1.279 (meters)       4.20  (feet)  COMP
 AR1483  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 AR1483
 AR1483  VERT ORDER  -  SECOND    CLASS I
 AR1483
 AR1483.The horizontal coordinates were scaled from a topographic map and have
 AR1483.an estimated accuracy of +/- 6 seconds.
 AR1483
 AR1483.The orthometric height was determined by differential leveling
 AR1483.and adjusted by the National Geodetic Survey in June 1991..
 AR1483
 AR1483.This Tidal Bench Mark is designated as VM 8251
 AR1483.by the Center for Operational Oceanographic Products and Services.
 AR1483
 AR1483.The geoid height was determined by GEOID03.
 AR1483
 AR1483.The dynamic height is computed by dividing the NAVD 88
 AR1483.geopotential number by the normal gravity value computed on the
 AR1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1483.degrees latitude (g = 980.6199 gals.).
 AR1483
 AR1483.The modeled gravity was interpolated from observed gravity values.
 AR1483
 AR1483;                    North         East    Units  Estimated Accuracy
 AR1483;SPC FL N     -   102,490.      680,010.      MT  (+/- 180 meters Scaled)
 AR1483
 AR1483                          SUPERSEDED SURVEY CONTROL
 AR1483
 AR1483.No superseded survey control is available for this station.
 AR1483
 AR1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP421131(NAD 83)
 AR1483_MARKER: DJ = TIDAL STATION DISK
 AR1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1483_SP_SET: CONCRETE POST
 AR1483_STAMPING: 7843 C 1978 CLB
 AR1483_MARK LOGO: FLDNR 
 AR1483_PROJECTION: RECESSED 5 CENTIMETERS
 AR1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1483+STABILITY: SURFACE MOTION
 AR1483
 AR1483  HISTORY     - Date     Condition        Report By
 AR1483  HISTORY     - 1978     MONUMENTED       FLDNR
 AR1483  HISTORY     - 1979     GOOD             FLDNR
 AR1483  HISTORY     - 1985     GOOD             FLDNR
 AR1483
 AR1483                          STATION DESCRIPTION
 AR1483
 AR1483'DESCRIBED BY FL DEPT OF NAT RES 1979
 AR1483'15.3 MI SOUTH FROM PERRY.
 AR1483'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 AR1483'IN PERRY, PROCEED SOUTHERLY ALONG C361-A FOR 13.1 MILES TO A
 AR1483'T-JUNCTION, PROCEED SOUTHWEST ALONG C361-A FOR 1.5 MILES TO THE END OF
 AR1483'THE PAVEMENT, CONTINUE ALONG DIRT ROAD 0.15 MILE TO THE MARK.  THE
 AR1483'MARK BEARS 40 FEET SOUTHWEST OF THE INTERSECTION OF C361-A AND THE
 AR1483'LAST ROAD LEADING WEST BEFORE THE SPRING WARRIOR FISH CAMP, 3.8 FEET
 AR1483'SOUTHEAST OF A UTILITY POLE WITH TRANSFORMER, AND 7.5 FEET NORTHWEST
 AR1483'OF A 12-INCH DIAMETER CEDAR TREE.
 AR1483'THE MARK IS 4 FT  NE FROM A WITNESS POST.
 AR1483
 AR1483                          STATION RECOVERY (1985)
 AR1483
 AR1483'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1482 ***********************************************************************
 AR1482  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1482  DESIGNATION -  872 7843 D TIDAL
 AR1482  PID         -  AR1482
 AR1482  STATE/COUNTY-  FL/TAYLOR
 AR1482  USGS QUAD   -  OKEFENOKEE SLOUGH (1993)
 AR1482
 AR1482                         *CURRENT SURVEY CONTROL
 AR1482  ___________________________________________________________________
 AR1482* NAD 83(1986)-  29 55 22.     (N)    083 40 13.     (W)     SCALED    
 AR1482* NAVD 88     -         1.240  (meters)       4.07   (feet)  ADJUSTED  
 AR1482  ___________________________________________________________________
 AR1482  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1482  DYNAMIC HT  -           1.238 (meters)       4.06  (feet)  COMP
 AR1482  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 AR1482
 AR1482  VERT ORDER  -  SECOND    CLASS I
 AR1482
 AR1482.The horizontal coordinates were scaled from a topographic map and have
 AR1482.an estimated accuracy of +/- 6 seconds.
 AR1482
 AR1482.The orthometric height was determined by differential leveling
 AR1482.and adjusted by the National Geodetic Survey in June 1991..
 AR1482
 AR1482.This Tidal Bench Mark is designated as VM 8252
 AR1482.by the Center for Operational Oceanographic Products and Services.
 AR1482
 AR1482.The geoid height was determined by GEOID03.
 AR1482
 AR1482.The dynamic height is computed by dividing the NAVD 88
 AR1482.geopotential number by the normal gravity value computed on the
 AR1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1482.degrees latitude (g = 980.6199 gals.).
 AR1482
 AR1482.The modeled gravity was interpolated from observed gravity values.
 AR1482
 AR1482;                    North         East    Units  Estimated Accuracy
 AR1482;SPC FL N     -   102,580.      680,120.      MT  (+/- 180 meters Scaled)
 AR1482
 AR1482                          SUPERSEDED SURVEY CONTROL
 AR1482
 AR1482.No superseded survey control is available for this station.
 AR1482
 AR1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP422132(NAD 83)
 AR1482_MARKER: DJ = TIDAL STATION DISK
 AR1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1482_SP_SET: CONCRETE POST
 AR1482_STAMPING: 7843 D 1978 CLB
 AR1482_MARK LOGO: FLDNR 
 AR1482_PROJECTION: FLUSH
 AR1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1482+STABILITY: SURFACE MOTION
 AR1482
 AR1482  HISTORY     - Date     Condition        Report By
 AR1482  HISTORY     - 1978     MONUMENTED       FLDNR
 AR1482  HISTORY     - 1979     GOOD             FLDNR
 AR1482  HISTORY     - 1985     GOOD             FLDNR
 AR1482
 AR1482                          STATION DESCRIPTION
 AR1482
 AR1482'DESCRIBED BY FL DEPT OF NAT RES 1979
 AR1482'15.3 MI SOUTH FROM PERRY.
 AR1482'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 AR1482'IN PERRY, PROCEED SOUTHERLY ALONG C361-A FOR 13.1 MILES TO A
 AR1482'T-JUNCTION, PROCEED SOUTHWEST ALONG C361-A FOR 1.5 MILES TO THE MARK.
 AR1482'THE MARK BEARS 50.6 FEET NORTHWEST OF C361-A CENTERLINE, 54.0 FEET
 AR1482'NORTH OF THE END OF THE PAVEMENT OF C361-A, AND 85.7 FEET SOUTHWEST
 AR1482'OF A UTILITY POLE.
 AR1482'THE MARK IS 4 FT  SE FROM A WITNESS POST.
 AR1482'THE MARK IS 1 FT BELOW ROAD.
 AR1482
 AR1482                          STATION RECOVERY (1985)
 AR1482
 AR1482'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1482'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS ALSO 16 FEET SOUTH OF
 AR1482'THE EAST CORNER OF A CORRUGATED ALUMINUM BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1486 ***********************************************************************
 AR1486  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1486  DESIGNATION -  872 7843 E TIDAL
 AR1486  PID         -  AR1486
 AR1486  STATE/COUNTY-  FL/TAYLOR
 AR1486  USGS QUAD   -  OKEFENOKEE SLOUGH (1993)
 AR1486
 AR1486                         *CURRENT SURVEY CONTROL
 AR1486  ___________________________________________________________________
 AR1486* NAD 83(1986)-  29 55 16.     (N)    083 40 19.     (W)     SCALED    
 AR1486* NAVD 88     -         0.973  (meters)       3.19   (feet)  ADJUSTED  
 AR1486  ___________________________________________________________________
 AR1486  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1486  DYNAMIC HT  -           0.971 (meters)       3.19  (feet)  COMP
 AR1486  MODELED GRAV-     979,307.7   (mgal)                       NAVD 88
 AR1486
 AR1486  VERT ORDER  -  SECOND    CLASS I
 AR1486
 AR1486.The horizontal coordinates were scaled from a topographic map and have
 AR1486.an estimated accuracy of +/- 6 seconds.
 AR1486
 AR1486.The orthometric height was determined by differential leveling
 AR1486.and adjusted by the National Geodetic Survey in June 1991..
 AR1486
 AR1486.This Tidal Bench Mark is designated as VM 8253
 AR1486.by the Center for Operational Oceanographic Products and Services.
 AR1486
 AR1486.The geoid height was determined by GEOID03.
 AR1486
 AR1486.The dynamic height is computed by dividing the NAVD 88
 AR1486.geopotential number by the normal gravity value computed on the
 AR1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1486.degrees latitude (g = 980.6199 gals.).
 AR1486
 AR1486.The modeled gravity was interpolated from observed gravity values.
 AR1486
 AR1486;                    North         East    Units  Estimated Accuracy
 AR1486;SPC FL N     -   102,390.      679,960.      MT  (+/- 180 meters Scaled)
 AR1486
 AR1486                          SUPERSEDED SURVEY CONTROL
 AR1486
 AR1486.No superseded survey control is available for this station.
 AR1486
 AR1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP420130(NAD 83)
 AR1486_MARKER: DB = BENCH MARK DISK
 AR1486_SETTING: 66 = SET IN ROCK OUTCROP
 AR1486_SP_SET: ROCK OUTCROP
 AR1486_STAMPING: 7843 E 1978 CLB
 AR1486_MARK LOGO: FLDNR 
 AR1486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1486+STABILITY: POSITION/ELEVATION WELL
 AR1486
 AR1486  HISTORY     - Date     Condition        Report By
 AR1486  HISTORY     - 1978     MONUMENTED       FLDNR
 AR1486  HISTORY     - 1979     GOOD             FLDNR
 AR1486  HISTORY     - 1985     GOOD             FLDNR
 AR1486
 AR1486                          STATION DESCRIPTION
 AR1486
 AR1486'DESCRIBED BY FL DEPT OF NAT RES 1979
 AR1486'15.3 MI SOUTH FROM PERRY.
 AR1486'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 AR1486'IN PERRY, PROCEED SOUTHERLY ALONG C361-A FOR 13.1 MILES TO A
 AR1486'T-JUNCTION, PROCEED SOUTHWEST ALONG C361-A FOR 1.5 MILES TO THE END OF
 AR1486'PAVEMENT, CONTINUE 0.2 MILE ALONG DIRT ROAD TO THE MARK.  THE MARK
 AR1486'BEARS 46.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 41.6
 AR1486'FEET WEST OF A PRIVATE DRIVE CENTERLINE, AND 108 FEET NORTH-NORTHEAST
 AR1486'OF THE DIRT ROAD CENTERLINE THAT PARALLELS SPRING WARRIOR CREEK.
 AR1486'THE MARK IS 9 FT  WNW FROM A WITNESS POST.
 AR1486'THE MARK IS 1 FT ABOVE GROUND LEVEL.
 AR1486
 AR1486                          STATION RECOVERY (1985)
 AR1486
 AR1486'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AR1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2686 ***********************************************************************
 BD2686  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2686  DESIGNATION -  872 7956 A TIDAL
 BD2686  PID         -  BD2686
 BD2686  STATE/COUNTY-  FL/TAYLOR
 BD2686  USGS QUAD   -  SNIPE ISLAND (1993)
 BD2686
 BD2686                         *CURRENT SURVEY CONTROL
 BD2686  ___________________________________________________________________
 BD2686* NAD 83(1986)-  30 03 16.     (N)    083 54 35.     (W)     SCALED    
 BD2686* NAVD 88     -         1.105  (meters)       3.63   (feet)  ADJUSTED  
 BD2686  ___________________________________________________________________
 BD2686  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BD2686  DYNAMIC HT  -           1.103 (meters)       3.62  (feet)  COMP
 BD2686  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 BD2686
 BD2686  VERT ORDER  -  SECOND    CLASS I
 BD2686
 BD2686.The horizontal coordinates were scaled from a topographic map and have
 BD2686.an estimated accuracy of +/- 6 seconds.
 BD2686
 BD2686.The orthometric height was determined by differential leveling
 BD2686.and adjusted by the National Geodetic Survey in June 1991..
 BD2686
 BD2686.This Tidal Bench Mark is designated as VM 8259
 BD2686.by the Center for Operational Oceanographic Products and Services.
 BD2686
 BD2686.The geoid height was determined by GEOID03.
 BD2686
 BD2686.The dynamic height is computed by dividing the NAVD 88
 BD2686.geopotential number by the normal gravity value computed on the
 BD2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2686.degrees latitude (g = 980.6199 gals.).
 BD2686
 BD2686.The modeled gravity was interpolated from observed gravity values.
 BD2686
 BD2686;                    North         East    Units  Estimated Accuracy
 BD2686;SPC FL N     -   117,030.      656,920.      MT  (+/- 180 meters Scaled)
 BD2686
 BD2686                          SUPERSEDED SURVEY CONTROL
 BD2686
 BD2686.No superseded survey control is available for this station.
 BD2686
 BD2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP194283(NAD 83)
 BD2686_MARKER: DJ = TIDAL STATION DISK
 BD2686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BD2686_SP_SET: COPPER-CLAD STEEL ROD
 BD2686_STAMPING: 7956 A 1977
 BD2686_MARK LOGO: FLDNR 
 BD2686_PROJECTION: FLUSH
 BD2686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2686_ROD/PIPE-DEPTH: 12.2 meters
 BD2686
 BD2686  HISTORY     - Date     Condition        Report By
 BD2686  HISTORY     - 1977     MONUMENTED       FLDNR
 BD2686  HISTORY     - 1985     GOOD             FLDNR
 BD2686
 BD2686                          STATION DESCRIPTION
 BD2686
 BD2686'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2686'27.1 MI WSW FROM PERRY.
 BD2686'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 98 WITH U.S. HIGHWAY 19, GO
 BD2686'20.0 MILES WEST ON U.S. 98 TO THE INTERSECTION OF COUNTY ROAD C-14,
 BD2686'G0 5.4 MILES SOUTH ON C-14 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2686'LEADING WEST, GO 0.8 MILE WESTERLY ON THE DIRT ROAD TO A DIRT
 BD2686'CROSSROAD, GO 0.9 MILE SOUTHWEST ON THIS ROAD TO ITS END AND THE
 BD2686'MARK.  THE MARK BEARS 14.8 FEET EAST OF THE NORTHEAST CORNER OF THE
 BD2686'LAST COTTAGE, 43.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF ANOTHER
 BD2686'COTTAGE, AND 10.6 FEET EAST-SOUTHEAST OF A LIVE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2685 ***********************************************************************
 BD2685  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2685  DESIGNATION -  872 7956 B TIDAL
 BD2685  PID         -  BD2685
 BD2685  STATE/COUNTY-  FL/TAYLOR
 BD2685  USGS QUAD   -  SNIPE ISLAND (1993)
 BD2685
 BD2685                         *CURRENT SURVEY CONTROL
 BD2685  ___________________________________________________________________
 BD2685* NAD 83(1986)-  30 03 17.     (N)    083 54 31.     (W)     SCALED    
 BD2685* NAVD 88     -         1.197  (meters)       3.93   (feet)  ADJUSTED  
 BD2685  ___________________________________________________________________
 BD2685  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BD2685  DYNAMIC HT  -           1.196 (meters)       3.92  (feet)  COMP
 BD2685  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BD2685
 BD2685  VERT ORDER  -  SECOND    CLASS I
 BD2685
 BD2685.The horizontal coordinates were scaled from a topographic map and have
 BD2685.an estimated accuracy of +/- 6 seconds.
 BD2685
 BD2685.The orthometric height was determined by differential leveling
 BD2685.and adjusted by the National Geodetic Survey in June 1991..
 BD2685
 BD2685.This Tidal Bench Mark is designated as VM 8260
 BD2685.by the Center for Operational Oceanographic Products and Services.
 BD2685
 BD2685.The geoid height was determined by GEOID03.
 BD2685
 BD2685.The dynamic height is computed by dividing the NAVD 88
 BD2685.geopotential number by the normal gravity value computed on the
 BD2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2685.degrees latitude (g = 980.6199 gals.).
 BD2685
 BD2685.The modeled gravity was interpolated from observed gravity values.
 BD2685
 BD2685;                    North         East    Units  Estimated Accuracy
 BD2685;SPC FL N     -   117,060.      657,030.      MT  (+/- 180 meters Scaled)
 BD2685
 BD2685                          SUPERSEDED SURVEY CONTROL
 BD2685
 BD2685.No superseded survey control is available for this station.
 BD2685
 BD2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP195284(NAD 83)
 BD2685_MARKER: DJ = TIDAL STATION DISK
 BD2685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BD2685_SP_SET: COPPER-CLAD STEEL ROD
 BD2685_STAMPING: 7956 B 1977
 BD2685_MARK LOGO: FLDNR 
 BD2685_PROJECTION: FLUSH
 BD2685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2685_ROD/PIPE-DEPTH: 9.75 meters
 BD2685
 BD2685  HISTORY     - Date     Condition        Report By
 BD2685  HISTORY     - 1977     MONUMENTED       FLDNR
 BD2685  HISTORY     - 1985     GOOD             FLDNR
 BD2685
 BD2685                          STATION DESCRIPTION
 BD2685
 BD2685'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2685'27.05 MI WSW FROM PERRY.
 BD2685'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 98 WITH U.S. HIGHWAY 19, GO
 BD2685'20.0 MILES WEST ON U.S. 98 TO THE INTERSECTION OF COUNTY ROAD C-14,
 BD2685'G0 5.4 MILES SOUTH ON C-14 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2685'LEADING WEST, GO 0.8 MILE WESTERLY ON THE DIRT ROAD TO A DIRT
 BD2685'CROSSROAD, GO 0.85 MILE SOUTHWEST ON THIS ROAD TO THE MARK.  THE MARK
 BD2685'BEARS 12.9 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 35.6 FEET
 BD2685'WEST OF A LIVE OAK TREE, 7.9 FEET NORTH-NORTHWEST OF ANOTHER LIVE
 BD2685'OAK, 240 FEET NORTHEAST OF TIDAL BENCH MARK 7956 A 1977, AND 0.3 FOOT
 BD2685'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2684 ***********************************************************************
 BD2684  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2684  DESIGNATION -  872 7956 C TIDAL
 BD2684  PID         -  BD2684
 BD2684  STATE/COUNTY-  FL/TAYLOR
 BD2684  USGS QUAD   -  SNIPE ISLAND (1993)
 BD2684
 BD2684                         *CURRENT SURVEY CONTROL
 BD2684  ___________________________________________________________________
 BD2684* NAD 83(1986)-  30 03 18.     (N)    083 54 27.     (W)     SCALED    
 BD2684* NAVD 88     -         1.387  (meters)       4.55   (feet)  ADJUSTED  
 BD2684  ___________________________________________________________________
 BD2684  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BD2684  DYNAMIC HT  -           1.386 (meters)       4.55  (feet)  COMP
 BD2684  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BD2684
 BD2684  VERT ORDER  -  SECOND    CLASS I
 BD2684
 BD2684.The horizontal coordinates were scaled from a topographic map and have
 BD2684.an estimated accuracy of +/- 6 seconds.
 BD2684
 BD2684.The orthometric height was determined by differential leveling
 BD2684.and adjusted by the National Geodetic Survey in June 1991..
 BD2684
 BD2684.This Tidal Bench Mark is designated as VM 8261
 BD2684.by the Center for Operational Oceanographic Products and Services.
 BD2684
 BD2684.The geoid height was determined by GEOID03.
 BD2684
 BD2684.The dynamic height is computed by dividing the NAVD 88
 BD2684.geopotential number by the normal gravity value computed on the
 BD2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2684.degrees latitude (g = 980.6199 gals.).
 BD2684
 BD2684.The modeled gravity was interpolated from observed gravity values.
 BD2684
 BD2684;                    North         East    Units  Estimated Accuracy
 BD2684;SPC FL N     -   117,090.      657,130.      MT  (+/- 180 meters Scaled)
 BD2684
 BD2684                          SUPERSEDED SURVEY CONTROL
 BD2684
 BD2684.No superseded survey control is available for this station.
 BD2684
 BD2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP196284(NAD 83)
 BD2684_MARKER: DJ = TIDAL STATION DISK
 BD2684_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BD2684_SP_SET: COPPER-CLAD STEEL ROD
 BD2684_STAMPING: 7956 C 1977
 BD2684_MARK LOGO: FLDNR 
 BD2684_PROJECTION: FLUSH
 BD2684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2684_ROD/PIPE-DEPTH: 9.75 meters
 BD2684
 BD2684  HISTORY     - Date     Condition        Report By
 BD2684  HISTORY     - 1977     MONUMENTED       FLDNR
 BD2684  HISTORY     - 1985     GOOD             FLDNR
 BD2684
 BD2684                          STATION DESCRIPTION
 BD2684
 BD2684'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2684'27.0 MI WSW FROM PERRY.
 BD2684'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 98 WITH U.S. HIGHWAY 19, GO
 BD2684'20.0 MILES WEST ON U.S. 98 TO THE INTERSECTION OF COUNTY ROAD C-14,
 BD2684'G0 5.4 MILES SOUTH ON C-14 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2684'LEADING WEST, GO 0.8 MILE WESTERLY ON THE DIRT ROAD TO A DIRT
 BD2684'CROSSROAD, GO 0.8 MILE SOUTHWEST ON THIS ROAD TO THE MARK.  THE MARK
 BD2684'BEARS 13.9 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 37 FEET EAST
 BD2684'OF THE GATE TO A PRIVATE DRIVE, 200 FEET NORTHEAST OF TIDAL BENCH
 BD2684'MARK 7956 B 1977, AND 0.4 FOOT NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2683 ***********************************************************************
 BD2683  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2683  DESIGNATION -  872 7956 D TIDAL
 BD2683  PID         -  BD2683
 BD2683  STATE/COUNTY-  FL/TAYLOR
 BD2683  USGS QUAD   -  SNIPE ISLAND (1993)
 BD2683
 BD2683                         *CURRENT SURVEY CONTROL
 BD2683  ___________________________________________________________________
 BD2683* NAD 83(1986)-  30 03 19.     (N)    083 54 25.     (W)     SCALED    
 BD2683* NAVD 88     -         0.892  (meters)       2.93   (feet)  ADJUSTED  
 BD2683  ___________________________________________________________________
 BD2683  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BD2683  DYNAMIC HT  -           0.891 (meters)       2.92  (feet)  COMP
 BD2683  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 BD2683
 BD2683  VERT ORDER  -  SECOND    CLASS I
 BD2683
 BD2683.The horizontal coordinates were scaled from a topographic map and have
 BD2683.an estimated accuracy of +/- 6 seconds.
 BD2683
 BD2683.The orthometric height was determined by differential leveling
 BD2683.and adjusted by the National Geodetic Survey in June 1991..
 BD2683
 BD2683.This Tidal Bench Mark is designated as VM 8262
 BD2683.by the Center for Operational Oceanographic Products and Services.
 BD2683
 BD2683.The geoid height was determined by GEOID03.
 BD2683
 BD2683.The dynamic height is computed by dividing the NAVD 88
 BD2683.geopotential number by the normal gravity value computed on the
 BD2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2683.degrees latitude (g = 980.6199 gals.).
 BD2683
 BD2683.The modeled gravity was interpolated from observed gravity values.
 BD2683
 BD2683;                    North         East    Units  Estimated Accuracy
 BD2683;SPC FL N     -   117,120.      657,190.      MT  (+/- 180 meters Scaled)
 BD2683
 BD2683                          SUPERSEDED SURVEY CONTROL
 BD2683
 BD2683.No superseded survey control is available for this station.
 BD2683
 BD2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP197284(NAD 83)
 BD2683_MARKER: DJ = TIDAL STATION DISK
 BD2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2683_SP_SET: CONCRETE POST
 BD2683_STAMPING: 7956 D 1977
 BD2683_MARK LOGO: FLDNR 
 BD2683_PROJECTION: FLUSH
 BD2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2683+STABILITY: SURFACE MOTION
 BD2683
 BD2683  HISTORY     - Date     Condition        Report By
 BD2683  HISTORY     - 1977     MONUMENTED       FLDNR
 BD2683  HISTORY     - 1985     GOOD             FLDNR
 BD2683
 BD2683                          STATION DESCRIPTION
 BD2683
 BD2683'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2683'26.95 MI WSW FROM PERRY.
 BD2683'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 98 WITH U.S. HIGHWAY 19, GO
 BD2683'20.0 MILES WEST ON U.S. 98 TO THE INTERSECTION OF COUNTY ROAD C-14,
 BD2683'G0 5.4 MILES SOUTH ON C-14 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2683'LEADING WEST, GO 0.8 MILE WESTERLY ON THE DIRT ROAD TO A DIRT
 BD2683'CROSSROAD, GO 0.75 MILE SOUTHWEST ON THIS DIRT ROAD TO THE MARK.  THE
 BD2683'MARK BEARS 32.9 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BD2683'96.4 FEET EAST-SOUTHEAST OF A POWER POLE, 335 FEET EAST-NORTHEAST OF
 BD2683'TIDAL BENCH MARK 7956 C 1977, AND 0.5 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2682 ***********************************************************************
 BD2682  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2682  DESIGNATION -  872 7956 E TIDAL
 BD2682  PID         -  BD2682
 BD2682  STATE/COUNTY-  FL/TAYLOR
 BD2682  USGS QUAD   -  SNIPE ISLAND (1993)
 BD2682
 BD2682                         *CURRENT SURVEY CONTROL
 BD2682  ___________________________________________________________________
 BD2682* NAD 83(1986)-  30 03 19.     (N)    083 54 23.     (W)     SCALED    
 BD2682* NAVD 88     -         1.053  (meters)       3.45   (feet)  ADJUSTED  
 BD2682  ___________________________________________________________________
 BD2682  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BD2682  DYNAMIC HT  -           1.051 (meters)       3.45  (feet)  COMP
 BD2682  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 BD2682
 BD2682  VERT ORDER  -  SECOND    CLASS I
 BD2682
 BD2682.The horizontal coordinates were scaled from a topographic map and have
 BD2682.an estimated accuracy of +/- 6 seconds.
 BD2682
 BD2682.The orthometric height was determined by differential leveling
 BD2682.and adjusted by the National Geodetic Survey in June 1991..
 BD2682
 BD2682.This Tidal Bench Mark is designated as VM 8263
 BD2682.by the Center for Operational Oceanographic Products and Services.
 BD2682
 BD2682.The geoid height was determined by GEOID03.
 BD2682
 BD2682.The dynamic height is computed by dividing the NAVD 88
 BD2682.geopotential number by the normal gravity value computed on the
 BD2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2682.degrees latitude (g = 980.6199 gals.).
 BD2682
 BD2682.The modeled gravity was interpolated from observed gravity values.
 BD2682
 BD2682;                    North         East    Units  Estimated Accuracy
 BD2682;SPC FL N     -   117,120.      657,240.      MT  (+/- 180 meters Scaled)
 BD2682
 BD2682                          SUPERSEDED SURVEY CONTROL
 BD2682
 BD2682.No superseded survey control is available for this station.
 BD2682
 BD2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP197284(NAD 83)
 BD2682_MARKER: DJ = TIDAL STATION DISK
 BD2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2682_SP_SET: CONCRETE POST
 BD2682_STAMPING: 7956 E 1977
 BD2682_MARK LOGO: FLDNR 
 BD2682_PROJECTION: RECESSED 5 CENTIMETERS
 BD2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2682+STABILITY: SURFACE MOTION
 BD2682
 BD2682  HISTORY     - Date     Condition        Report By
 BD2682  HISTORY     - 1977     MONUMENTED       FLDNR
 BD2682  HISTORY     - 1985     GOOD             FLDNR
 BD2682
 BD2682                          STATION DESCRIPTION
 BD2682
 BD2682'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2682'26.9 MI WSW FROM PERRY.
 BD2682'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 98 WITH U.S. HIGHWAY 19, GO
 BD2682'20.0 MILES WEST ON U.S. 98 TO THE INTERSECTION OF COUNTY ROAD C-14,
 BD2682'G0 5.4 MILES SOUTH ON C-14 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2682'LEADING WEST, GO 0.8 MILE WESTERLY ON THE DIRT ROAD TO A DIRT
 BD2682'CROSSROAD, GO 0.7 MILE SOUTHWEST ON THIS DIRT ROAD TO THE MARK.  THE
 BD2682'MARK BEARS 37.3 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BD2682'38.1 FEET WEST-SOUTHWEST OF A POWER POLE, 255 FEET EAST-NORTHEAST OF
 BD2682'TIDAL BENCH MARK 7956 D 1977, AND 0.5 FOOT NORTH-NORTHWEST OF A
 BD2682'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2691 ***********************************************************************
 BD2691  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2691  DESIGNATION -  872 7989 TIDAL 1
 BD2691  PID         -  BD2691
 BD2691  STATE/COUNTY-  FL/TAYLOR
 BD2691  USGS QUAD   -  NUTALL RISE (1993)
 BD2691
 BD2691                         *CURRENT SURVEY CONTROL
 BD2691  ___________________________________________________________________
 BD2691* NAD 83(1986)-  30 07 34.     (N)    083 58 26.     (W)     SCALED    
 BD2691* NAVD 88     -         1.492  (meters)       4.89   (feet)  ADJUSTED  
 BD2691  ___________________________________________________________________
 BD2691  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BD2691  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 BD2691  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BD2691
 BD2691  VERT ORDER  -  SECOND    CLASS I
 BD2691
 BD2691.The horizontal coordinates were scaled from a topographic map and have
 BD2691.an estimated accuracy of +/- 6 seconds.
 BD2691
 BD2691.The orthometric height was determined by differential leveling
 BD2691.and adjusted by the National Geodetic Survey in June 1991..
 BD2691
 BD2691.This Tidal Bench Mark is designated as VM 8264
 BD2691.by the Center for Operational Oceanographic Products and Services.
 BD2691
 BD2691.The geoid height was determined by GEOID03.
 BD2691
 BD2691.The dynamic height is computed by dividing the NAVD 88
 BD2691.geopotential number by the normal gravity value computed on the
 BD2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2691.degrees latitude (g = 980.6199 gals.).
 BD2691
 BD2691.The modeled gravity was interpolated from observed gravity values.
 BD2691
 BD2691;                    North         East    Units  Estimated Accuracy
 BD2691;SPC FL N     -   124,940.      650,700.      MT  (+/- 180 meters Scaled)
 BD2691
 BD2691                          SUPERSEDED SURVEY CONTROL
 BD2691
 BD2691.No superseded survey control is available for this station.
 BD2691
 BD2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP134364(NAD 83)
 BD2691_MARKER: DJ = TIDAL STATION DISK
 BD2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2691_SP_SET: CONCRETE POST
 BD2691_STAMPING: NO 1 1975
 BD2691_MARK LOGO: NOS   
 BD2691_PROJECTION: FLUSH
 BD2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2691+STABILITY: SURFACE MOTION
 BD2691
 BD2691  HISTORY     - Date     Condition        Report By
 BD2691  HISTORY     - 1975     MONUMENTED       NOS
 BD2691  HISTORY     - 1985     GOOD             FLDNR
 BD2691
 BD2691                          STATION DESCRIPTION
 BD2691
 BD2691'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2691'17.6 MI EAST FROM NEWPORT.
 BD2691'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER, GO
 BD2691'15.2 MILES EAST ON U.S. 98 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2691'LEADING SOUTH (ALSO 1.7 MILES EAST OF THE JEFFERSON/TAYLOR COUNTY
 BD2691'LINE).  GO 2.4 MILES SOUTH ON THE DIRT ROAD TO THE OLD MANDALAY LODGE
 BD2691'AND THE MARK.  THE MARK BEARS 30 FEET EAST OF THE NORTHEAST CORNER OF
 BD2691'THE LODGE, 35 FEET SOUTHEAST OF AN OAK TREE, 21 FEET NORTHEAST OF THE
 BD2691'PORCH, 1 FOOT EAST OF THE BOTTOM STEP TO THE LODGE ENTRANCE, AND 120
 BD2691'FEET SOUTH OF TIDAL BENCH MARK NO 2 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2690 ***********************************************************************
 BD2690  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2690  DESIGNATION -  872 7989 TIDAL 2
 BD2690  PID         -  BD2690
 BD2690  STATE/COUNTY-  FL/TAYLOR
 BD2690  USGS QUAD   -  NUTALL RISE (1993)
 BD2690
 BD2690                         *CURRENT SURVEY CONTROL
 BD2690  ___________________________________________________________________
 BD2690* NAD 83(1986)-  30 07 36.     (N)    083 58 26.     (W)     SCALED    
 BD2690* NAVD 88     -         0.923  (meters)       3.03   (feet)  ADJUSTED  
 BD2690  ___________________________________________________________________
 BD2690  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BD2690  DYNAMIC HT  -           0.922 (meters)       3.02  (feet)  COMP
 BD2690  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 BD2690
 BD2690  VERT ORDER  -  SECOND    CLASS I
 BD2690
 BD2690.The horizontal coordinates were scaled from a topographic map and have
 BD2690.an estimated accuracy of +/- 6 seconds.
 BD2690
 BD2690.The orthometric height was determined by differential leveling
 BD2690.and adjusted by the National Geodetic Survey in June 1991..
 BD2690
 BD2690.This Tidal Bench Mark is designated as VM 8265
 BD2690.by the Center for Operational Oceanographic Products and Services.
 BD2690
 BD2690.The geoid height was determined by GEOID03.
 BD2690
 BD2690.The dynamic height is computed by dividing the NAVD 88
 BD2690.geopotential number by the normal gravity value computed on the
 BD2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2690.degrees latitude (g = 980.6199 gals.).
 BD2690
 BD2690.The modeled gravity was interpolated from observed gravity values.
 BD2690
 BD2690;                    North         East    Units  Estimated Accuracy
 BD2690;SPC FL N     -   125,010.      650,700.      MT  (+/- 180 meters Scaled)
 BD2690
 BD2690                          SUPERSEDED SURVEY CONTROL
 BD2690
 BD2690.No superseded survey control is available for this station.
 BD2690
 BD2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP134365(NAD 83)
 BD2690_MARKER: DJ = TIDAL STATION DISK
 BD2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2690_SP_SET: CONCRETE POST
 BD2690_STAMPING: NO 2 1975
 BD2690_MARK LOGO: NOS   
 BD2690_PROJECTION: FLUSH
 BD2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2690+STABILITY: SURFACE MOTION
 BD2690
 BD2690  HISTORY     - Date     Condition        Report By
 BD2690  HISTORY     - 1975     MONUMENTED       NOS
 BD2690  HISTORY     - 1985     GOOD             FLDNR
 BD2690
 BD2690                          STATION DESCRIPTION
 BD2690
 BD2690'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2690'17.6 MI EAST FROM NEWPORT.
 BD2690'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER, GO
 BD2690'15.2 MILES EAST ON U.S. 98 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2690'LEADING SOUTH (ALSO 1.7 MILES EAST OF THE JEFFERSON/TAYLOR COUNTY
 BD2690'LINE).  GO 2.4 MILES SOUTH ON THE DIRT ROAD TO THE OLD MANDALAY LODGE
 BD2690'AND THE MARK.  THE MARK BEARS 80 FEET NORTH-NORTHEAST OF THE
 BD2690'NORTHEAST CORNER OF THE BOATHOUSE, 10 FEET EAST OF THE NORTHWEST
 BD2690'PROPERTY CORNER, 6 FEET EAST OF A WATER OAK TREE, 35 FEET NORTH OF A
 BD2690'PALM TREE, AND 13 FEET WEST OF A 30-INCH DIAMETER CYPRESS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2689 ***********************************************************************
 BD2689  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2689  DESIGNATION -  872 7989 TIDAL 3
 BD2689  PID         -  BD2689
 BD2689  STATE/COUNTY-  FL/TAYLOR
 BD2689  USGS QUAD   -  NUTALL RISE (1993)
 BD2689
 BD2689                         *CURRENT SURVEY CONTROL
 BD2689  ___________________________________________________________________
 BD2689* NAD 83(1986)-  30 07 35.     (N)    083 58 25.     (W)     SCALED    
 BD2689* NAVD 88     -         1.235  (meters)       4.05   (feet)  ADJUSTED  
 BD2689  ___________________________________________________________________
 BD2689  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BD2689  DYNAMIC HT  -           1.233 (meters)       4.05  (feet)  COMP
 BD2689  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BD2689
 BD2689  VERT ORDER  -  SECOND    CLASS I
 BD2689
 BD2689.The horizontal coordinates were scaled from a topographic map and have
 BD2689.an estimated accuracy of +/- 6 seconds.
 BD2689
 BD2689.The orthometric height was determined by differential leveling
 BD2689.and adjusted by the National Geodetic Survey in June 1991..
 BD2689
 BD2689.This Tidal Bench Mark is designated as VM 8266
 BD2689.by the Center for Operational Oceanographic Products and Services.
 BD2689
 BD2689.The geoid height was determined by GEOID03.
 BD2689
 BD2689.The dynamic height is computed by dividing the NAVD 88
 BD2689.geopotential number by the normal gravity value computed on the
 BD2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2689.degrees latitude (g = 980.6199 gals.).
 BD2689
 BD2689.The modeled gravity was interpolated from observed gravity values.
 BD2689
 BD2689;                    North         East    Units  Estimated Accuracy
 BD2689;SPC FL N     -   124,970.      650,720.      MT  (+/- 180 meters Scaled)
 BD2689
 BD2689                          SUPERSEDED SURVEY CONTROL
 BD2689
 BD2689.No superseded survey control is available for this station.
 BD2689
 BD2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP135365(NAD 83)
 BD2689_MARKER: DJ = TIDAL STATION DISK
 BD2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2689_SP_SET: CONCRETE POST
 BD2689_STAMPING: NO 3 1975
 BD2689_MARK LOGO: NOS   
 BD2689_PROJECTION: PROJECTING 3 CENTIMETERS
 BD2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2689+STABILITY: SURFACE MOTION
 BD2689
 BD2689  HISTORY     - Date     Condition        Report By
 BD2689  HISTORY     - 1975     MONUMENTED       NOS
 BD2689  HISTORY     - 1985     GOOD             FLDNR
 BD2689
 BD2689                          STATION DESCRIPTION
 BD2689
 BD2689'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2689'17.6 MI EAST FROM NEWPORT.
 BD2689'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER, GO
 BD2689'15.2 MILES EAST ON U.S. 98 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2689'LEADING SOUTH (ALSO 1.7 MILES EAST OF THE JEFFERSON/TAYLOR COUNTY
 BD2689'LINE).  GO 2.4 MILES SOUTH ON THE DIRT ROAD TO THE OLD MANDALAY LODGE
 BD2689'AND THE MARK.  THE MARK BEARS 22 FEET WEST OF THE CENTERLINE OF THE
 BD2689'DIRT ROAD, 15 FEET EAST OF A PALM TREE, 108 FEET EAST OF TIDAL BENCH
 BD2689'MARK NO 2 1975, AND IS NEAR THE NORTHEAST PROPERTY CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2692 ***********************************************************************
 BD2692  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2692  DESIGNATION -  872 7989 TIDAL 4
 BD2692  PID         -  BD2692
 BD2692  STATE/COUNTY-  FL/TAYLOR
 BD2692  USGS QUAD   -  NUTALL RISE (1993)
 BD2692
 BD2692                         *CURRENT SURVEY CONTROL
 BD2692  ___________________________________________________________________
 BD2692* NAD 83(1986)-  30 07 32.     (N)    083 58 26.     (W)     SCALED    
 BD2692* NAVD 88     -         1.341  (meters)       4.40   (feet)  ADJUSTED  
 BD2692  ___________________________________________________________________
 BD2692  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BD2692  DYNAMIC HT  -           1.339 (meters)       4.39  (feet)  COMP
 BD2692  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BD2692
 BD2692  VERT ORDER  -  SECOND    CLASS I
 BD2692
 BD2692.The horizontal coordinates were scaled from a topographic map and have
 BD2692.an estimated accuracy of +/- 6 seconds.
 BD2692
 BD2692.The orthometric height was determined by differential leveling
 BD2692.and adjusted by the National Geodetic Survey in June 1991..
 BD2692
 BD2692.This Tidal Bench Mark is designated as VM 8267
 BD2692.by the Center for Operational Oceanographic Products and Services.
 BD2692
 BD2692.The geoid height was determined by GEOID03.
 BD2692
 BD2692.The dynamic height is computed by dividing the NAVD 88
 BD2692.geopotential number by the normal gravity value computed on the
 BD2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2692.degrees latitude (g = 980.6199 gals.).
 BD2692
 BD2692.The modeled gravity was interpolated from observed gravity values.
 BD2692
 BD2692;                    North         East    Units  Estimated Accuracy
 BD2692;SPC FL N     -   124,880.      650,700.      MT  (+/- 180 meters Scaled)
 BD2692
 BD2692                          SUPERSEDED SURVEY CONTROL
 BD2692
 BD2692.No superseded survey control is available for this station.
 BD2692
 BD2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP134364(NAD 83)
 BD2692_MARKER: DJ = TIDAL STATION DISK
 BD2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2692_SP_SET: CONCRETE POST
 BD2692_STAMPING: NO 4 1975
 BD2692_MARK LOGO: NOS   
 BD2692_PROJECTION: FLUSH
 BD2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2692+STABILITY: SURFACE MOTION
 BD2692
 BD2692  HISTORY     - Date     Condition        Report By
 BD2692  HISTORY     - 1975     MONUMENTED       NOS
 BD2692  HISTORY     - 1985     GOOD             FLDNR
 BD2692
 BD2692                          STATION DESCRIPTION
 BD2692
 BD2692'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2692'17.6 MI EAST FROM NEWPORT.
 BD2692'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER, GO
 BD2692'15.2 MILES EAST ON U.S. 98 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2692'LEADING SOUTH (ALSO 1.7 MILES EAST OF THE JEFFERSON/TAYLOR COUNTY
 BD2692'LINE).  GO 2.4 MILES SOUTH ON THE DIRT ROAD TO THE OLD MANDALAY LODGE
 BD2692'AND THE MARK.  THE MARK BEARS 17 FEET WEST OF THE CENTERLINE OF THE
 BD2692'DIRT ROAD, 35 FEET SOUTH OF A PALM TREE, 0.2 FOOT NORTH OF A FENCE,
 BD2692'AND IS AT THE SOUTHEAST PROPERTY CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2693 ***********************************************************************
 BD2693  TIDAL BM    -  This is a Tidal Bench Mark.
 BD2693  DESIGNATION -  872 7989 TIDAL 5
 BD2693  PID         -  BD2693
 BD2693  STATE/COUNTY-  FL/TAYLOR
 BD2693  USGS QUAD   -  NUTALL RISE (1993)
 BD2693
 BD2693                         *CURRENT SURVEY CONTROL
 BD2693  ___________________________________________________________________
 BD2693* NAD 83(1986)-  30 07 33.     (N)    083 58 28.     (W)     SCALED    
 BD2693* NAVD 88     -         0.743  (meters)       2.44   (feet)  ADJUSTED  
 BD2693  ___________________________________________________________________
 BD2693  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BD2693  DYNAMIC HT  -           0.742 (meters)       2.43  (feet)  COMP
 BD2693  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BD2693
 BD2693  VERT ORDER  -  SECOND    CLASS I
 BD2693
 BD2693.The horizontal coordinates were scaled from a topographic map and have
 BD2693.an estimated accuracy of +/- 6 seconds.
 BD2693
 BD2693.The orthometric height was determined by differential leveling
 BD2693.and adjusted by the National Geodetic Survey in June 1991..
 BD2693
 BD2693.This Tidal Bench Mark is designated as VM 8268
 BD2693.by the Center for Operational Oceanographic Products and Services.
 BD2693
 BD2693.The geoid height was determined by GEOID03.
 BD2693
 BD2693.The dynamic height is computed by dividing the NAVD 88
 BD2693.geopotential number by the normal gravity value computed on the
 BD2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2693.degrees latitude (g = 980.6199 gals.).
 BD2693
 BD2693.The modeled gravity was interpolated from observed gravity values.
 BD2693
 BD2693;                    North         East    Units  Estimated Accuracy
 BD2693;SPC FL N     -   124,910.      650,640.      MT  (+/- 180 meters Scaled)
 BD2693
 BD2693                          SUPERSEDED SURVEY CONTROL
 BD2693
 BD2693.No superseded survey control is available for this station.
 BD2693
 BD2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP134364(NAD 83)
 BD2693_MARKER: DJ = TIDAL STATION DISK
 BD2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2693_SP_SET: CONCRETE POST
 BD2693_STAMPING: NO 5 1975
 BD2693_MARK LOGO: NOS   
 BD2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2693+STABILITY: SURFACE MOTION
 BD2693
 BD2693  HISTORY     - Date     Condition        Report By
 BD2693  HISTORY     - 1975     MONUMENTED       NOS
 BD2693  HISTORY     - 1985     GOOD             FLDNR
 BD2693
 BD2693                          STATION DESCRIPTION
 BD2693
 BD2693'DESCRIBED BY FL DEPT OF NAT RES 1985
 BD2693'17.6 MI EAST FROM NEWPORT.
 BD2693'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER, GO
 BD2693'15.2 MILES EAST ON U.S. 98 TO THE JUNCTION OF A GRADED DIRT ROAD
 BD2693'LEADING SOUTH (ALSO 1.7 MILES EAST OF THE JEFFERSON/TAYLOR COUNTY
 BD2693'LINE).  GO 2.4 MILES SOUTH ON THE DIRT ROAD TO THE OLD MANDALAY LODGE
 BD2693'AND THE MARK.  THE MARK BEARS 25 FEET EAST OF THE RIVER BANK, 22 FEET
 BD2693'SOUTHWEST OF AN OAK TREE, 10 FEET EAST OF THE SOUTHWEST PROPERTY
 BD2693'CORNER, 10 FEET SOUTH OF A CEDAR TREE, 0.2 FOOT NORTH OF A FENCE, 17
 BD2693'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE ON CONCRETE BLOCK
 BD2693'PILINGS, AND 137 FEET WEST OF TIDAL BENCH MARK N0 4 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2424 ***********************************************************************
 BE2424  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2424  DESIGNATION -  872 8130 A TIDAL FLDNR
 BE2424  PID         -  BE2424
 BE2424  STATE/COUNTY-  FL/WAKULLA
 BE2424  USGS QUAD   -  SPRAGUE ISLAND (1992)
 BE2424
 BE2424                         *CURRENT SURVEY CONTROL
 BE2424  ___________________________________________________________________
 BE2424* NAD 83(1986)-  30 04 39.     (N)    084 10 39.     (W)     SCALED    
 BE2424* NAVD 88     -         2.617  (meters)       8.59   (feet)  ADJUSTED  
 BE2424  ___________________________________________________________________
 BE2424  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BE2424  DYNAMIC HT  -           2.614 (meters)       8.58  (feet)  COMP
 BE2424  MODELED GRAV-     979,329.1   (mgal)                       NAVD 88
 BE2424
 BE2424  VERT ORDER  -  SECOND    CLASS I
 BE2424
 BE2424.The horizontal coordinates were scaled from a topographic map and have
 BE2424.an estimated accuracy of +/- 6 seconds.
 BE2424
 BE2424.The orthometric height was determined by differential leveling
 BE2424.and adjusted by the National Geodetic Survey in June 1991..
 BE2424
 BE2424.This Tidal Bench Mark is designated as VM 8282
 BE2424.by the Center for Operational Oceanographic Products and Services.
 BE2424
 BE2424.The geoid height was determined by GEOID03.
 BE2424
 BE2424.The dynamic height is computed by dividing the NAVD 88
 BE2424.geopotential number by the normal gravity value computed on the
 BE2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2424.degrees latitude (g = 980.6199 gals.).
 BE2424
 BE2424.The modeled gravity was interpolated from observed gravity values.
 BE2424
 BE2424;                    North         East    Units  Estimated Accuracy
 BE2424;SPC FL N     -   119,480.      631,090.      MT  (+/- 180 meters Scaled)
 BE2424
 BE2424                          SUPERSEDED SURVEY CONTROL
 BE2424
 BE2424.No superseded survey control is available for this station.
 BE2424
 BE2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU720307(NAD 83)
 BE2424_MARKER: DJ = TIDAL STATION DISK
 BE2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2424_SP_SET: CONCRETE POST
 BE2424_STAMPING: 8130 A 1980 BSM
 BE2424_MARK LOGO: FLDNR 
 BE2424_PROJECTION: FLUSH
 BE2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2424+STABILITY: SURFACE MOTION
 BE2424
 BE2424  HISTORY     - Date     Condition        Report By
 BE2424  HISTORY     - 1980     MONUMENTED       FLDNR
 BE2424  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 BE2424
 BE2424                          STATION DESCRIPTION
 BE2424
 BE2424'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2424'10.0 MI SE FROM NEWPORT.
 BE2424'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE2424'NEWPORT, GO EAST 0.1 MILE TO THE JUNCTION OF STATE ROAD S-59 (ROAD TO
 BE2424'ST. MARKS LIGHTHOUSE), GO SOUTH 9.9 MILES ON S-59 TO A PAVED ROAD
 BE2424'LEADING TO A BOAT RAMP.  THE MARK BEARS 21.8 FEET SOUTHWEST OF THE
 BE2424'APPROXIMATE CENTERLINE OF THE ROAD TO THE BOAT RAMP, 39.4 FEET
 BE2424'NORTHWEST OF S-59 CENTERLINE, 3.6 FEET SOUTHWEST OF A STOP SIGN, AND
 BE2424'115.4 FEET NORTH OF A POWER POLE.
 BE2424
 BE2424                          STATION RECOVERY (1998)
 BE2424
 BE2424'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE2424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2423 ***********************************************************************
 BE2423  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2423  DESIGNATION -  872 8130 B TIDAL FLDNR
 BE2423  PID         -  BE2423
 BE2423  STATE/COUNTY-  FL/WAKULLA
 BE2423  USGS QUAD   -  SPRAGUE ISLAND (1992)
 BE2423
 BE2423                         *CURRENT SURVEY CONTROL
 BE2423  ___________________________________________________________________
 BE2423* NAD 83(1986)-  30 04 21.     (N)    084 10 45.     (W)     SCALED    
 BE2423* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 BE2423  ___________________________________________________________________
 BE2423  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BE2423  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 BE2423  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 BE2423
 BE2423  VERT ORDER  -  SECOND    CLASS I
 BE2423
 BE2423.The horizontal coordinates were scaled from a topographic map and have
 BE2423.an estimated accuracy of +/- 6 seconds.
 BE2423
 BE2423.The orthometric height was determined by differential leveling
 BE2423.and adjusted by the National Geodetic Survey in June 1991..
 BE2423
 BE2423.This Tidal Bench Mark is designated as VM 8283
 BE2423.by the Center for Operational Oceanographic Products and Services.
 BE2423
 BE2423.The geoid height was determined by GEOID03.
 BE2423
 BE2423.The dynamic height is computed by dividing the NAVD 88
 BE2423.geopotential number by the normal gravity value computed on the
 BE2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2423.degrees latitude (g = 980.6199 gals.).
 BE2423
 BE2423.The modeled gravity was interpolated from observed gravity values.
 BE2423
 BE2423;                    North         East    Units  Estimated Accuracy
 BE2423;SPC FL N     -   118,930.      630,930.      MT  (+/- 180 meters Scaled)
 BE2423
 BE2423                          SUPERSEDED SURVEY CONTROL
 BE2423
 BE2423.No superseded survey control is available for this station.
 BE2423
 BE2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU719301(NAD 83)
 BE2423_MARKER: DJ = TIDAL STATION DISK
 BE2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2423_SP_SET: CONCRETE POST
 BE2423_STAMPING: 8130 B 1980 BSM
 BE2423_MARK LOGO: FLDNR 
 BE2423_PROJECTION: FLUSH
 BE2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2423+STABILITY: SURFACE MOTION
 BE2423
 BE2423  HISTORY     - Date     Condition        Report By
 BE2423  HISTORY     - 1980     MONUMENTED       FLDNR
 BE2423  HISTORY     - 19981203 GOOD             USPSQD
 BE2423
 BE2423                          STATION DESCRIPTION
 BE2423
 BE2423'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2423'10.3 MI SE FROM NEWPORT.
 BE2423'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE2423'NEWPORT, GO EAST 0.1 MILE TO THE JUNCTION OF STATE ROAD S-59 (ROAD TO
 BE2423'ST. MARKS LIGHTHOUSE), GO SOUTH 10.2 MILES ON S-59 TO ITS END AT THE
 BE2423'LIGHTHOUSE.  THE MARK BEARS 20.1 FEET NORTH-NORTHWEST OF THE NORTHERN-
 BE2423'MOST LEG TO AN OBSERVATION TOWER, 4.5 FEET NORTHEAST OF A CABBAGE
 BE2423'PALM, AND 5.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BE2423'SHELTER.
 BE2423
 BE2423                          STATION RECOVERY (1998)
 BE2423
 BE2423'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2421 ***********************************************************************
 BE2421  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2421  DESIGNATION -  872 8130 C TIDAL FLDNR
 BE2421  PID         -  BE2421
 BE2421  STATE/COUNTY-  FL/WAKULLA
 BE2421  USGS QUAD   -  SPRAGUE ISLAND (1992)
 BE2421
 BE2421                         *CURRENT SURVEY CONTROL
 BE2421  ___________________________________________________________________
 BE2421* NAD 83(1986)-  30 04 24.     (N)    084 10 45.     (W)     SCALED    
 BE2421* NAVD 88     -         2.181  (meters)       7.16   (feet)  ADJUSTED  
 BE2421  ___________________________________________________________________
 BE2421  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BE2421  DYNAMIC HT  -           2.179 (meters)       7.15  (feet)  COMP
 BE2421  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BE2421
 BE2421  VERT ORDER  -  SECOND    CLASS I
 BE2421
 BE2421.The horizontal coordinates were scaled from a topographic map and have
 BE2421.an estimated accuracy of +/- 6 seconds.
 BE2421
 BE2421.The orthometric height was determined by differential leveling
 BE2421.and adjusted by the National Geodetic Survey in June 1991..
 BE2421
 BE2421.This Tidal Bench Mark is designated as VM 8284
 BE2421.by the Center for Operational Oceanographic Products and Services.
 BE2421
 BE2421.The geoid height was determined by GEOID03.
 BE2421
 BE2421.The dynamic height is computed by dividing the NAVD 88
 BE2421.geopotential number by the normal gravity value computed on the
 BE2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2421.degrees latitude (g = 980.6199 gals.).
 BE2421
 BE2421.The modeled gravity was interpolated from observed gravity values.
 BE2421
 BE2421;                    North         East    Units  Estimated Accuracy
 BE2421;SPC FL N     -   119,020.      630,930.      MT  (+/- 180 meters Scaled)
 BE2421
 BE2421                          SUPERSEDED SURVEY CONTROL
 BE2421
 BE2421.No superseded survey control is available for this station.
 BE2421
 BE2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU719302(NAD 83)
 BE2421_MARKER: DJ = TIDAL STATION DISK
 BE2421_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BE2421_SP_SET: CONCRETE BASE FOR MONUMENT
 BE2421_STAMPING: 8130 C 1980 BSM
 BE2421_MARK LOGO: FLDNR 
 BE2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2421+STABILITY: SURFACE MOTION
 BE2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2421+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 BE2421
 BE2421  HISTORY     - Date     Condition        Report By
 BE2421  HISTORY     - 1980     MONUMENTED       FLDNR
 BE2421  HISTORY     - 19981203 GOOD             USPSQD
 BE2421  HISTORY     - 20030126 GOOD             FLDEP
 BE2421
 BE2421                          STATION DESCRIPTION
 BE2421
 BE2421'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2421'10.3 MI SE FROM NEWPORT.
 BE2421'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE2421'NEWPORT, GO EAST 0.1 MILE TO THE JUNCTION OF STATE ROAD S-59 (ROAD TO
 BE2421'ST. MARKS LIGHTHOUSE), GO SOUTH 10.2 MILES ON S-59 TO ITS END AT THE
 BE2421'LIGHTHOUSE.  THE MARK BEARS 26.5 FEET WEST OF THE WEST CORNER OF A
 BE2421'BRICK BUILDING FOR THE LIGHTHOUSE, 22 FEET SOUTH-SOUTHWEST OF THE
 BE2421'SOUTHWEST EDGE OF THE WALKWAY LEADING TO THE LIGHTHOUSE, 20.5 FEET
 BE2421'SOUTHEAST OF TWIN CABBAGE PALMS, AND IS SET AT THE EAST CORNER OF THE
 BE2421'CONCRETE BASE FOR AN HISTORICAL INFORMATION PLAQUE ABOUT THE
 BE2421'LIGHTHOUSE.
 BE2421
 BE2421                          STATION RECOVERY (1998)
 BE2421
 BE2421'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE2421'RECOVERED IN GOOD CONDITION.
 BE2421
 BE2421                          STATION RECOVERY (2003)
 BE2421
 BE2421'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JS)
 BE2421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2422 ***********************************************************************
 BE2422  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2422  DESIGNATION -  872 8130 D TIDAL FLDNR
 BE2422  PID         -  BE2422
 BE2422  STATE/COUNTY-  FL/WAKULLA
 BE2422  USGS QUAD   -  SPRAGUE ISLAND (1992)
 BE2422
 BE2422                         *CURRENT SURVEY CONTROL
 BE2422  ___________________________________________________________________
 BE2422* NAD 83(1986)-  30 04 21.     (N)    084 10 45.     (W)     SCALED    
 BE2422* NAVD 88     -         2.280  (meters)       7.48   (feet)  ADJUSTED  
 BE2422  ___________________________________________________________________
 BE2422  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BE2422  DYNAMIC HT  -           2.277 (meters)       7.47  (feet)  COMP
 BE2422  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 BE2422
 BE2422  VERT ORDER  -  SECOND    CLASS I
 BE2422
 BE2422.The horizontal coordinates were scaled from a topographic map and have
 BE2422.an estimated accuracy of +/- 6 seconds.
 BE2422
 BE2422.The orthometric height was determined by differential leveling
 BE2422.and adjusted by the National Geodetic Survey in June 1991..
 BE2422
 BE2422.This Tidal Bench Mark is designated as VM 8285
 BE2422.by the Center for Operational Oceanographic Products and Services.
 BE2422
 BE2422.The geoid height was determined by GEOID03.
 BE2422
 BE2422.The dynamic height is computed by dividing the NAVD 88
 BE2422.geopotential number by the normal gravity value computed on the
 BE2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2422.degrees latitude (g = 980.6199 gals.).
 BE2422
 BE2422.The modeled gravity was interpolated from observed gravity values.
 BE2422
 BE2422;                    North         East    Units  Estimated Accuracy
 BE2422;SPC FL N     -   118,930.      630,930.      MT  (+/- 180 meters Scaled)
 BE2422
 BE2422                          SUPERSEDED SURVEY CONTROL
 BE2422
 BE2422.No superseded survey control is available for this station.
 BE2422
 BE2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU719301(NAD 83)
 BE2422_MARKER: DJ = TIDAL STATION DISK
 BE2422_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE2422+WITH SETTING: PAVEMENT
 BE2422_SP_SET: CONCRETE PAD FOR STEPS
 BE2422_STAMPING: 8130 D 1980 BSM
 BE2422_MARK LOGO: FLDNR 
 BE2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2422+STABILITY: SURFACE MOTION
 BE2422
 BE2422  HISTORY     - Date     Condition        Report By
 BE2422  HISTORY     - 1980     MONUMENTED       FLDNR
 BE2422  HISTORY     - 19981203 GOOD             USPSQD
 BE2422
 BE2422                          STATION DESCRIPTION
 BE2422
 BE2422'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2422'10.3 MI SE FROM NEWPORT.
 BE2422'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE2422'NEWPORT, GO EAST 0.1 MILE TO THE JUNCTION OF STATE ROAD S-59 (ROAD TO
 BE2422'ST. MARKS LIGHTHOUSE), GO SOUTH 10.2 MILES ON S-59 TO ITS END AT THE
 BE2422'LIGHTHOUSE.  THE MARK BEARS 1 FOOT NORTH OF THE BOTTOM STEP OF THE
 BE2422'NORTHERNMOST STEPS TO LIGHTHOUSE BUILDING, 16 FEET SOUTHWEST OF THE
 BE2422'NORTH CORNER OF THE BUILDING, AND 33.6 FEET EAST-NORTHEAST OF A 36
 BE2422'INCH DIAMETER LIVE OAK.
 BE2422
 BE2422                          STATION RECOVERY (1998)
 BE2422
 BE2422'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1204 ***********************************************************************
 BE1204  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1204  DESIGNATION -  872 8130 TIDAL 3
 BE1204  PID         -  BE1204
 BE1204  STATE/COUNTY-  FL/WAKULLA
 BE1204  USGS QUAD   -  SPRAGUE ISLAND (1992)
 BE1204
 BE1204                         *CURRENT SURVEY CONTROL
 BE1204  ___________________________________________________________________
 BE1204* NAD 83(1986)-  30 04 26.     (N)    084 10 46.     (W)     SCALED    
 BE1204* NAVD 88     -         1.962  (meters)       6.44   (feet)  ADJUSTED  
 BE1204  ___________________________________________________________________
 BE1204  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BE1204  DYNAMIC HT  -           1.959 (meters)       6.43  (feet)  COMP
 BE1204  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BE1204
 BE1204  VERT ORDER  -  FIRST     CLASS II
 BE1204
 BE1204.The horizontal coordinates were scaled from a topographic map and have
 BE1204.an estimated accuracy of +/- 6 seconds.
 BE1204
 BE1204.The orthometric height was determined by differential leveling
 BE1204.and adjusted by the National Geodetic Survey in June 1991..
 BE1204
 BE1204.This Tidal Bench Mark is designated as VM 8276
 BE1204.by the Center for Operational Oceanographic Products and Services.
 BE1204
 BE1204.The geoid height was determined by GEOID03.
 BE1204
 BE1204.The dynamic height is computed by dividing the NAVD 88
 BE1204.geopotential number by the normal gravity value computed on the
 BE1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1204.degrees latitude (g = 980.6199 gals.).
 BE1204
 BE1204.The modeled gravity was interpolated from observed gravity values.
 BE1204
 BE1204;                    North         East    Units  Estimated Accuracy
 BE1204;SPC FL N     -   119,080.      630,910.      MT  (+/- 180 meters Scaled)
 BE1204
 BE1204                          SUPERSEDED SURVEY CONTROL
 BE1204
 BE1204  NGVD 29 (??/??/92)    2.163  (m)            7.10   (f) ADJ UNCH    1 2
 BE1204
 BE1204.Superseded values are not recommended for survey control.
 BE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1204.See file dsdata.txt to determine how the superseded data were derived.
 BE1204
 BE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU718303(NAD 83)
 BE1204_MARKER: DJ = TIDAL STATION DISK
 BE1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1204_SP_SET: WALL
 BE1204_STAMPING: 7.096 NO 3 1933
 BE1204_MARK LOGO: CGS   
 BE1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1204
 BE1204  HISTORY     - Date     Condition        Report By
 BE1204  HISTORY     - 1933     MONUMENTED       CGS
 BE1204  HISTORY     - 1967     GOOD             NGS
 BE1204  HISTORY     - 1981     GOOD             FLDNR
 BE1204  HISTORY     - 19981203 GOOD             USPSQD
 BE1204
 BE1204                          STATION DESCRIPTION
 BE1204
 BE1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1204'10.2 MI S FROM NEWPORT.
 BE1204'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE OVER
 BE1204'THE ST MARKS RIVER AT NEWPORT, THENCE 10.1 MILES SOUTH ALONG
 BE1204'STATE HIGHWAY S 59, AT THE END OF THE HIGHWAY, NEAR THE OLD
 BE1204'ABANDONED U.S. COAST GUARD STATION, IN R 1 E, T 5 S, ON APALACHEE
 BE1204'BAY, ON THE TOP OF A CONCRETE RETAINING WALL, 20 FEET SOUTHWEST
 BE1204'OF THE SOUTHWEST SIDE OF THE BASE OF THE LIGHTHOUSE, AND FLUSH
 BE1204'WITH THE GROUND ON THE NORTHEAST SIDE AND PROJECTS ABOUT 1 FOOT
 BE1204'ABOVE THE GROUND ON THE SOUTHWEST SIDE.
 BE1204
 BE1204                          STATION RECOVERY (1981)
 BE1204
 BE1204'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 BE1204'RECOVERED IN GOOD CONDITION.
 BE1204
 BE1204                          STATION RECOVERY (1998)
 BE1204
 BE1204'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2425 ***********************************************************************
 BE2425  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2425  DESIGNATION -  872 8130 TIDAL 9
 BE2425  PID         -  BE2425
 BE2425  STATE/COUNTY-  FL/WAKULLA
 BE2425  USGS QUAD   -  SPRAGUE ISLAND (1992)
 BE2425
 BE2425                         *CURRENT SURVEY CONTROL
 BE2425  ___________________________________________________________________
 BE2425* NAD 83(1986)-  30 04 41.     (N)    084 10 38.     (W)     SCALED    
 BE2425* NAVD 88     -         1.515  (meters)       4.97   (feet)  ADJUSTED  
 BE2425  ___________________________________________________________________
 BE2425  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BE2425  DYNAMIC HT  -           1.513 (meters)       4.96  (feet)  COMP
 BE2425  MODELED GRAV-     979,329.1   (mgal)                       NAVD 88
 BE2425
 BE2425  VERT ORDER  -  SECOND    CLASS I
 BE2425
 BE2425.The horizontal coordinates were scaled from a topographic map and have
 BE2425.an estimated accuracy of +/- 6 seconds.
 BE2425
 BE2425.The orthometric height was determined by differential leveling
 BE2425.and adjusted by the National Geodetic Survey in June 1991..
 BE2425
 BE2425.This Tidal Bench Mark is designated as VM 8278
 BE2425.by the Center for Operational Oceanographic Products and Services.
 BE2425
 BE2425.The geoid height was determined by GEOID03.
 BE2425
 BE2425.The dynamic height is computed by dividing the NAVD 88
 BE2425.geopotential number by the normal gravity value computed on the
 BE2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2425.degrees latitude (g = 980.6199 gals.).
 BE2425
 BE2425.The modeled gravity was interpolated from observed gravity values.
 BE2425
 BE2425;                    North         East    Units  Estimated Accuracy
 BE2425;SPC FL N     -   119,540.      631,120.      MT  (+/- 180 meters Scaled)
 BE2425
 BE2425                          SUPERSEDED SURVEY CONTROL
 BE2425
 BE2425.No superseded survey control is available for this station.
 BE2425
 BE2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU720307(NAD 83)
 BE2425_MARKER: DJ = TIDAL STATION DISK
 BE2425_SETTING: 66 = SET IN ROCK OUTCROP
 BE2425_SP_SET: ROCK OUTCROP
 BE2425_STAMPING: NO 9 1969
 BE2425_MARK LOGO: CGS   
 BE2425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BE2425+STABILITY: POSITION/ELEVATION WELL
 BE2425
 BE2425  HISTORY     - Date     Condition        Report By
 BE2425  HISTORY     - 1969     MONUMENTED       CGS
 BE2425  HISTORY     - 1981     GOOD             FLDNR
 BE2425  HISTORY     - 19981203 GOOD             USPSQD
 BE2425
 BE2425                          STATION DESCRIPTION
 BE2425
 BE2425'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2425'10.3 MI SE FROM NEWPORT.
 BE2425'BEGIN AT THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE2425'NEWPORT, GO EAST 0.1 MILE ON U.S. 98 TO THE JUNCTION OF STATE ROAD
 BE2425'S-59 (ROAD TO ST. MARKS LIGHTHOUSE), GO SOUTH 9.9 MILES ON S-59 TO THE
 BE2425'JUNCTION OF A PAVED ROAD LEADING TO THE BOAT RAMP AND THE MARK.  THE
 BE2425'MARK IS SET IN THE TOP OF A LIMESTONE OUTCROP, 38 FEET NORTH OF PAVED
 BE2425'ROAD CENTERLINE, 57 FEET NORTH AND ACROSS THE ROAD FROM A CEDAR TREE,
 BE2425'ABOUT 20 FEET SOUTH OF MARSH LINE, AND RECOVERED AS DESCRIBED IN NOS
 BE2425'TIDAL DATA, QUAD 300842.
 BE2425
 BE2425                          STATION RECOVERY (1998)
 BE2425
 BE2425'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE2425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1143 ***********************************************************************
 BE1143  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1143  DESIGNATION -  872 8142 TIDAL 6
 BE1143  PID         -  BE1143
 BE1143  STATE/COUNTY-  FL/WAKULLA
 BE1143  USGS QUAD   -  ST MARKS (1992)
 BE1143
 BE1143                         *CURRENT SURVEY CONTROL
 BE1143  ___________________________________________________________________
 BE1143* NAD 83(1986)-  30 09 23.     (N)    084 12 14.     (W)     SCALED    
 BE1143* NAVD 88     -         1.816  (meters)       5.96   (feet)  ADJUSTED  
 BE1143  ___________________________________________________________________
 BE1143  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BE1143  DYNAMIC HT  -           1.814 (meters)       5.95  (feet)  COMP
 BE1143  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 BE1143
 BE1143  VERT ORDER  -  FIRST     CLASS I
 BE1143
 BE1143.The horizontal coordinates were scaled from a topographic map and have
 BE1143.an estimated accuracy of +/- 6 seconds.
 BE1143
 BE1143.The orthometric height was determined by differential leveling
 BE1143.and adjusted by the National Geodetic Survey in June 1991..
 BE1143
 BE1143.This Tidal Bench Mark is designated as VM 8289
 BE1143.by the Center for Operational Oceanographic Products and Services.
 BE1143
 BE1143.The geoid height was determined by GEOID03.
 BE1143
 BE1143.The dynamic height is computed by dividing the NAVD 88
 BE1143.geopotential number by the normal gravity value computed on the
 BE1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1143.degrees latitude (g = 980.6199 gals.).
 BE1143
 BE1143.The modeled gravity was interpolated from observed gravity values.
 BE1143
 BE1143;                    North         East    Units  Estimated Accuracy
 BE1143;SPC FL N     -   128,220.      628,520.      MT  (+/- 180 meters Scaled)
 BE1143
 BE1143                          SUPERSEDED SURVEY CONTROL
 BE1143
 BE1143  NGVD 29 (??/??/92)    2.016  (m)            6.61   (f) ADJ UNCH    1 1
 BE1143
 BE1143.Superseded values are not recommended for survey control.
 BE1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1143.See file dsdata.txt to determine how the superseded data were derived.
 BE1143
 BE1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU693394(NAD 83)
 BE1143_MARKER: DJ = TIDAL STATION DISK
 BE1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1143_SP_SET: PLATFORM
 BE1143_STAMPING: NO 6 1958
 BE1143_MARK LOGO: CGS   
 BE1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1143
 BE1143  HISTORY     - Date     Condition        Report By
 BE1143  HISTORY     - 1958     MONUMENTED       CGS
 BE1143  HISTORY     - 1967     GOOD             NGS
 BE1143  HISTORY     - 1981     GOOD             FLDNR
 BE1143  HISTORY     - 19990107 GOOD             USPSQD
 BE1143
 BE1143                          STATION DESCRIPTION
 BE1143
 BE1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1143'AT ST MARKS.
 BE1143'AT ST MARKS, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 363 FROM
 BE1143'THE POST OFFICE, IN SECTION 11, R 1 E, T 4 S, AT THE OFFICE OF
 BE1143'THE TENNECO OIL COMPANY BULK PLANT, SET ON THE TOP OF THE EAST
 BE1143'CORNER OF THE CONCRETE PLATFORM WHICH REACHES ALL THE WAY AROUND
 BE1143'THE OFFICE BUILDING, 162 FEET NORTHEAST OF THE CENTER LINE OF
 BE1143'THE HIGHWAY, 5 FEET EAST OF THE EAST CORNER OF THE OFFICE BUILDING
 BE1143'AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 BE1143
 BE1143                          STATION RECOVERY (1981)
 BE1143
 BE1143'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 BE1143'RECOVERED IN GOOD CONDITION.
 BE1143
 BE1143                          STATION RECOVERY (1999)
 BE1143
 BE1143'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1144 ***********************************************************************
 BE1144  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1144  DESIGNATION -  872 8142 TIDAL 7
 BE1144  PID         -  BE1144
 BE1144  STATE/COUNTY-  FL/WAKULLA
 BE1144  USGS QUAD   -  ST MARKS (1992)
 BE1144
 BE1144                         *CURRENT SURVEY CONTROL
 BE1144  ___________________________________________________________________
 BE1144* NAD 83(1986)-  30 09 23.     (N)    084 12 16.     (W)     SCALED    
 BE1144* NAVD 88     -         2.083  (meters)       6.83   (feet)  ADJUSTED  
 BE1144  ___________________________________________________________________
 BE1144  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BE1144  DYNAMIC HT  -           2.081 (meters)       6.83  (feet)  COMP
 BE1144  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 BE1144
 BE1144  VERT ORDER  -  FIRST     CLASS I
 BE1144
 BE1144.The horizontal coordinates were scaled from a topographic map and have
 BE1144.an estimated accuracy of +/- 6 seconds.
 BE1144
 BE1144.The orthometric height was determined by differential leveling
 BE1144.and adjusted by the National Geodetic Survey in June 1991..
 BE1144.WARNING-Repeat measurements at this control monument indicate possible
 BE1144.vertical movement.
 BE1144
 BE1144.This Tidal Bench Mark is designated as VM 8290
 BE1144.by the Center for Operational Oceanographic Products and Services.
 BE1144
 BE1144.The geoid height was determined by GEOID03.
 BE1144
 BE1144.The dynamic height is computed by dividing the NAVD 88
 BE1144.geopotential number by the normal gravity value computed on the
 BE1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1144.degrees latitude (g = 980.6199 gals.).
 BE1144
 BE1144.The modeled gravity was interpolated from observed gravity values.
 BE1144
 BE1144;                    North         East    Units  Estimated Accuracy
 BE1144;SPC FL N     -   128,220.      628,470.      MT  (+/- 180 meters Scaled)
 BE1144
 BE1144                          SUPERSEDED SURVEY CONTROL
 BE1144
 BE1144  NGVD 29 (??/??/92)    2.286  (m)            7.50   (f) ADJ UNCH    1 1
 BE1144
 BE1144.Superseded values are not recommended for survey control.
 BE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1144.See file dsdata.txt to determine how the superseded data were derived.
 BE1144
 BE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU692394(NAD 83)
 BE1144_MARKER: DJ = TIDAL STATION DISK
 BE1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1144_SP_SET: PLATFORM
 BE1144_STAMPING: NO 7 1958
 BE1144_MARK LOGO: CGS   
 BE1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1144
 BE1144  HISTORY     - Date     Condition        Report By
 BE1144  HISTORY     - 1958     MONUMENTED       CGS
 BE1144  HISTORY     - 1967     GOOD             NGS
 BE1144  HISTORY     - 1981     GOOD             FLDNR
 BE1144  HISTORY     - 19990107 GOOD             USPSQD
 BE1144
 BE1144                          STATION DESCRIPTION
 BE1144
 BE1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1144'AT ST MARKS.
 BE1144'AT ST MARKS, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 363 FROM THE
 BE1144'POST OFFICE, IN SECTION 11, R 1 E, T 4 S, AT THE WAREHOUSE OF THE
 BE1144'TENNECO OIL COMPANY BULK PLANT, SET ON THE TOP OF THE EAST CORNER
 BE1144'OF THE CONCRETE PLATFORM ON NORTH SIDE OF BUILDING, 158 FEET SW OF
 BE1144'THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF THE EAST CORNER
 BE1144'OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF A BLACK TOPPED
 BE1144'DRIVEWAY.
 BE1144
 BE1144                          STATION RECOVERY (1981)
 BE1144
 BE1144'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 BE1144'RECOVERED IN GOOD CONDITION.
 BE1144
 BE1144                          STATION RECOVERY (1999)
 BE1144
 BE1144'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2427 ***********************************************************************
 BE2427  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2427  DESIGNATION -  872 8151 B TIDAL FLDNR
 BE2427  PID         -  BE2427
 BE2427  STATE/COUNTY-  FL/WAKULLA
 BE2427  USGS QUAD   -  ST MARKS (1992)
 BE2427
 BE2427                         *CURRENT SURVEY CONTROL
 BE2427  ___________________________________________________________________
 BE2427* NAD 83(1986)-  30 09 16.     (N)    084 12 10.     (W)     SCALED    
 BE2427* NAVD 88     -         1.104  (meters)       3.62   (feet)  ADJUSTED  
 BE2427  ___________________________________________________________________
 BE2427  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BE2427  DYNAMIC HT  -           1.102 (meters)       3.62  (feet)  COMP
 BE2427  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 BE2427
 BE2427  VERT ORDER  -  SECOND    CLASS I
 BE2427
 BE2427.The horizontal coordinates were scaled from a topographic map and have
 BE2427.an estimated accuracy of +/- 6 seconds.
 BE2427
 BE2427.The orthometric height was determined by differential leveling
 BE2427.and adjusted by the National Geodetic Survey in June 1991..
 BE2427
 BE2427.This Tidal Bench Mark is designated as VM 8287
 BE2427.by the Center for Operational Oceanographic Products and Services.
 BE2427
 BE2427.The geoid height was determined by GEOID03.
 BE2427
 BE2427.The dynamic height is computed by dividing the NAVD 88
 BE2427.geopotential number by the normal gravity value computed on the
 BE2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2427.degrees latitude (g = 980.6199 gals.).
 BE2427
 BE2427.The modeled gravity was interpolated from observed gravity values.
 BE2427
 BE2427;                    North         East    Units  Estimated Accuracy
 BE2427;SPC FL N     -   128,000.      628,630.      MT  (+/- 180 meters Scaled)
 BE2427
 BE2427                          SUPERSEDED SURVEY CONTROL
 BE2427
 BE2427.No superseded survey control is available for this station.
 BE2427
 BE2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU694392(NAD 83)
 BE2427_MARKER: DJ = TIDAL STATION DISK
 BE2427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2427_SP_SET: COPPER-CLAD STEEL ROD
 BE2427_STAMPING: 8151 B 1977
 BE2427_MARK LOGO: FLDNR 
 BE2427_PROJECTION: PROJECTING 3 CENTIMETERS
 BE2427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2427_ROD/PIPE-DEPTH: 3.96 meters
 BE2427
 BE2427  HISTORY     - Date     Condition        Report By
 BE2427  HISTORY     - 1977     MONUMENTED       FLDNR
 BE2427  HISTORY     - 1980     GOOD             FLDNR
 BE2427  HISTORY     - 19990107 MARK NOT FOUND   USPSQD
 BE2427
 BE2427                          STATION DESCRIPTION
 BE2427
 BE2427'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2427'IN ST MARKS.
 BE2427'BEGIN AT THE ENTRANCE TO THE SAM O. PURDOM POWER PLANT IN ST. MARKS,
 BE2427'GO SOUTH 0.65 MILE ON STATE HIGHWAY 363 TO ITS END AT RIVERSIDE
 BE2427'DRIVE AND THE MARK.  THE MARK BEARS 48 FEET WEST-SOUTHWEST OF THE
 BE2427'HIGHWAY CENTERLINE, 37.5 FEET NORTH-NORTHWEST OF RIVERSIDE DRIVE
 BE2427'CENTERLINE, 18.6 FEET WEST-SOUTHWEST OF AN IRON GRATING FOR A CATCH
 BE2427'BASIN, 5.8 FEET WEST-SOUTHWEST OF THE PORT LEON HISTORICAL MEMORIAL
 BE2427'SIGN, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 300842.
 BE2427'THE MARK IS 0.2 FT  ESE FROM A WITNESS POST.
 BE2427
 BE2427                          STATION RECOVERY (1999)
 BE2427
 BE2427'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2426 ***********************************************************************
 BE2426  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2426  DESIGNATION -  872 8151 C TIDAL FLDNR
 BE2426  PID         -  BE2426
 BE2426  STATE/COUNTY-  FL/WAKULLA
 BE2426  USGS QUAD   -  ST MARKS (1992)
 BE2426
 BE2426                         *CURRENT SURVEY CONTROL
 BE2426  ___________________________________________________________________
 BE2426* NAD 83(1986)-  30 09 23.     (N)    084 12 16.     (W)     SCALED    
 BE2426* NAVD 88     -         1.094  (meters)       3.59   (feet)  ADJUSTED  
 BE2426  ___________________________________________________________________
 BE2426  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BE2426  DYNAMIC HT  -           1.093 (meters)       3.59  (feet)  COMP
 BE2426  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 BE2426
 BE2426  VERT ORDER  -  SECOND    CLASS I
 BE2426
 BE2426.The horizontal coordinates were scaled from a topographic map and have
 BE2426.an estimated accuracy of +/- 6 seconds.
 BE2426
 BE2426.The orthometric height was determined by differential leveling
 BE2426.and adjusted by the National Geodetic Survey in June 1991..
 BE2426
 BE2426.This Tidal Bench Mark is designated as VM 8288
 BE2426.by the Center for Operational Oceanographic Products and Services.
 BE2426
 BE2426.The geoid height was determined by GEOID03.
 BE2426
 BE2426.The dynamic height is computed by dividing the NAVD 88
 BE2426.geopotential number by the normal gravity value computed on the
 BE2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2426.degrees latitude (g = 980.6199 gals.).
 BE2426
 BE2426.The modeled gravity was interpolated from observed gravity values.
 BE2426
 BE2426;                    North         East    Units  Estimated Accuracy
 BE2426;SPC FL N     -   128,220.      628,470.      MT  (+/- 180 meters Scaled)
 BE2426
 BE2426                          SUPERSEDED SURVEY CONTROL
 BE2426
 BE2426.No superseded survey control is available for this station.
 BE2426
 BE2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU692394(NAD 83)
 BE2426_MARKER: DJ = TIDAL STATION DISK
 BE2426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2426_SP_SET: COPPER-CLAD STEEL ROD
 BE2426_STAMPING: 8151 C 1977
 BE2426_MARK LOGO: FLDNR 
 BE2426_PROJECTION: PROJECTING 5 CENTIMETERS
 BE2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2426_ROD/PIPE-DEPTH: 4.27 meters
 BE2426
 BE2426  HISTORY     - Date     Condition        Report By
 BE2426  HISTORY     - 1977     MONUMENTED       FLDNR
 BE2426  HISTORY     - 1980     GOOD             FLDNR
 BE2426  HISTORY     - 19990107 MARK NOT FOUND   USPSQD
 BE2426
 BE2426                          STATION DESCRIPTION
 BE2426
 BE2426'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2426'IN ST MARKS.
 BE2426'BEGIN AT THE ENTRANCE TO THE SAM O. PURDOM POWER PLANT IN ST. MARKS,
 BE2426'GO SOUTH 0.6 MILE ON STATE HIGHWAY 363 TO THE MARK.  THE MARK BEARS
 BE2426'30.5 FEET EAST-NORTHEAST OF HIGHWAY 363 CENTERLINE, 96 FEET
 BE2426'NORTHEAST OF THE NORTHEAST CORNER OF THE BO LYNN GROCERY AND MEAT
 BE2426'MARKET, 10 FEET SOUTHEAST OF THE NORTH END OF A CONCRETE PIPE FOR THE
 BE2426'DRAINAGE DITCH, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD
 BE2426'300842.
 BE2426'THE MARK IS 0.2 FT  WSW FROM A WITNESS POST.
 BE2426
 BE2426                          STATION RECOVERY (1999)
 BE2426
 BE2426'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3967 ***********************************************************************
 BE3967  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3967  DESIGNATION -  872 8171 A TIDAL
 BE3967  PID         -  BE3967
 BE3967  STATE/COUNTY-  FL/WAKULLA
 BE3967  USGS QUAD   -  ST MARKS (1992)
 BE3967
 BE3967                         *CURRENT SURVEY CONTROL
 BE3967  ___________________________________________________________________
 BE3967* NAD 83(1986)-  30 10 39.     (N)    084 14 45.     (W)     SCALED    
 BE3967* NAVD 88     -         2.661  (meters)       8.73   (feet)  ADJUSTED  
 BE3967  ___________________________________________________________________
 BE3967  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BE3967  DYNAMIC HT  -           2.657 (meters)       8.72  (feet)  COMP
 BE3967  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 BE3967
 BE3967  VERT ORDER  -  SECOND    CLASS I
 BE3967
 BE3967.The horizontal coordinates were scaled from a topographic map and have
 BE3967.an estimated accuracy of +/- 6 seconds.
 BE3967
 BE3967.The orthometric height was determined by differential leveling
 BE3967.and adjusted by the National Geodetic Survey in September 1996..
 BE3967
 BE3967.This Tidal Bench Mark is designated as VM 8291
 BE3967.by the Center for Operational Oceanographic Products and Services.
 BE3967
 BE3967.The geoid height was determined by GEOID03.
 BE3967
 BE3967.The dynamic height is computed by dividing the NAVD 88
 BE3967.geopotential number by the normal gravity value computed on the
 BE3967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3967.degrees latitude (g = 980.6199 gals.).
 BE3967
 BE3967.The modeled gravity was interpolated from observed gravity values.
 BE3967
 BE3967;                    North         East    Units  Estimated Accuracy
 BE3967;SPC FL N     -   130,550.      624,480.      MT  (+/- 180 meters Scaled)
 BE3967
 BE3967                          SUPERSEDED SURVEY CONTROL
 BE3967
 BE3967.No superseded survey control is available for this station.
 BE3967
 BE3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU652416(NAD 83)
 BE3967_MARKER: DJ = TIDAL STATION DISK
 BE3967_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3967_SP_SET: COPPER-CLAD STEEL ROD
 BE3967_STAMPING: 8171 A 1977
 BE3967_MARK LOGO: FLDNR 
 BE3967_PROJECTION: FLUSH
 BE3967_MAGNETIC: I = MARKER IS A STEEL ROD
 BE3967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE3967+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1990
 BE3967_ROD/PIPE-DEPTH:  2.4 meters
 BE3967
 BE3967  HISTORY     - Date     Condition        Report By
 BE3967  HISTORY     - 1977     MONUMENTED       FLDNR
 BE3967  HISTORY     - 1986     GOOD             FLDNR
 BE3967  HISTORY     - 19900227 GOOD             FLDNR
 BE3967
 BE3967                          STATION DESCRIPTION
 BE3967
 BE3967'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3967'2.0 MI NW FROM ST MARKS.
 BE3967'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE ROAD 363 IN
 BE3967'ST. MARKS, GO 2.0 MILES NORTH ON U.S. 98 TO A SAND ROAD LEADING
 BE3967'NORTHWEST, GO 35 FEET ON SAND ROAD TO A FORK, GO LEFT 75 FEET TO
 BE3967'ANOTHER FORK, GO RIGHT 0.1 MILE TO THE MARK.  THE MARK BEARS 2.5 FEET
 BE3967'EAST OF A CHAIN LINK FENCE, 21.7 FEET SOUTH-SOUTHEAST OF THE
 BE3967'NORTHEAST FENCE CORNER OF THE M. CROSBY PROPERTY, 43.5 FEET
 BE3967'NORTH-NORTHEAST OF THE GATE ENTRANCE OF PROPERTY, AND 24.1 FEET
 BE3967'SOUTHWEST OF THE CENTERLINE OF THE SAND ROAD.
 BE3967'THE MARK IS 2.5 FT  E FROM A WITNESS POST.
 BE3967
 BE3967                          STATION RECOVERY (1990)
 BE3967
 BE3967'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 (RML)
 BE3967'THE BENCH MARK IS LOCATED 3.0 MI (4.8 KM) NORTHWEST OF THE TOWN OF ST
 BE3967'MARKS IN SECTION 32 OF TOWNSHIP 3S RANGE 1E, WAKULLA COUNTY FLORIDA.
 BE3967'TO REACH THE MARK FROM ST MARKS GO NORTH ON STATE ROAD 363 FOR 2.6 MI
 BE3967'(4.2 KM) TO THE INTERSECTION OF STATE ROAD 363 AND U.S. HIGHWAY 98,
 BE3967'TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 98 FOR 2.0 MI (3.2 KM) THE
 BE3967'INTERSECTION OF U.S. HIGHWAY 98 AND A SAND ROAD, NORTHEAST OF THE U.S.
 BE3967'HIGHWAY 98 BRIDGE OVER THE WAKULLA RIVER) TURN RIGHT ON THE DIRT ROAD
 BE3967'GO NORTHWEST FOR 0.05 MI (0.08 KM) TO A FORK IN THE SAND ROAD, TURN
 BE3967'RIGHT AND GO NORTH FOR 0.1 TO THE MARK ON THE LEFT. THE BENCH MARK IS
 BE3967'SET EAST OF A CHAIN LINK FENCE THAT SURROUNDS A PRIVATE RESIDENCE,
 BE3967'43.5 FT (13.3 M) NORTH NORTHEAST OF A GATE IN THE CHAIN LINK FENCE,
 BE3967'24.1 FT (7.3 M) WEST OF THE CENTERLINE OF THE DIRT ROAD, 21.7 FT (6.6
 BE3967'M) SOUTH SOUTHEAST OF THE NORTHEAST OF THE NORTHEAST FENCE CORNER, 2.5
 BE3967'FT (0.8 M) EAST OF A METAL WITNESS SIGN ATTACHED TO THE FENCE NEAR
 BE3967'GROUND LEVEL AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3969 ***********************************************************************
 BE3969  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3969  DESIGNATION -  872 8171 B TIDAL
 BE3969  PID         -  BE3969
 BE3969  STATE/COUNTY-  FL/WAKULLA
 BE3969  USGS QUAD   -  ST MARKS (1992)
 BE3969
 BE3969                         *CURRENT SURVEY CONTROL
 BE3969  ___________________________________________________________________
 BE3969* NAD 83(1986)-  30 10 36.     (N)    084 14 41.     (W)     SCALED    
 BE3969* NAVD 88     -         2.079  (meters)       6.82   (feet)  ADJUSTED  
 BE3969  ___________________________________________________________________
 BE3969  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BE3969  DYNAMIC HT  -           2.076 (meters)       6.81  (feet)  COMP
 BE3969  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 BE3969
 BE3969  VERT ORDER  -  SECOND    CLASS I
 BE3969
 BE3969.The horizontal coordinates were scaled from a topographic map and have
 BE3969.an estimated accuracy of +/- 6 seconds.
 BE3969
 BE3969.The orthometric height was determined by differential leveling
 BE3969.and adjusted by the National Geodetic Survey in September 1996..
 BE3969
 BE3969.This Tidal Bench Mark is designated as VM 8292
 BE3969.by the Center for Operational Oceanographic Products and Services.
 BE3969
 BE3969.The geoid height was determined by GEOID03.
 BE3969
 BE3969.The dynamic height is computed by dividing the NAVD 88
 BE3969.geopotential number by the normal gravity value computed on the
 BE3969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3969.degrees latitude (g = 980.6199 gals.).
 BE3969
 BE3969.The modeled gravity was interpolated from observed gravity values.
 BE3969
 BE3969;                    North         East    Units  Estimated Accuracy
 BE3969;SPC FL N     -   130,460.      624,590.      MT  (+/- 180 meters Scaled)
 BE3969
 BE3969                          SUPERSEDED SURVEY CONTROL
 BE3969
 BE3969.No superseded survey control is available for this station.
 BE3969
 BE3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU653415(NAD 83)
 BE3969_MARKER: DJ = TIDAL STATION DISK
 BE3969_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3969_SP_SET: COPPER-CLAD STEEL ROD
 BE3969_STAMPING: 8171 B 1977
 BE3969_MARK LOGO: FLDNR 
 BE3969_PROJECTION: FLUSH
 BE3969_MAGNETIC: I = MARKER IS A STEEL ROD
 BE3969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE3969+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1990
 BE3969_ROD/PIPE-DEPTH:  4.9 meters
 BE3969
 BE3969  HISTORY     - Date     Condition        Report By
 BE3969  HISTORY     - 1977     MONUMENTED       FLDNR
 BE3969  HISTORY     - 19900227 GOOD             FLDNR
 BE3969
 BE3969                          STATION DESCRIPTION
 BE3969
 BE3969'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE3969'2.0 MI SW FROM ST MARKS.
 BE3969'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE ROAD 363 IN
 BE3969'ST. MARKS, GO 2.0 MILES SOUTHWEST ON U.S. 98 TO A SAND ROAD LEADING
 BE3969'NORTHWEST AND THE MARK.  THE MARK BEARS 49.0 FEET NORTHEAST OF THE
 BE3969'CENTERLINE OF THE SAND ROAD, 62.0 FEET NORTHWEST OF THE CENTERLINE OF
 BE3969'U.S. 98, AND 22.8 FEET EAST OF A 3 FOOT DIAMETER LIVE OAK TREE.
 BE3969'THE MARK IS 1.3 FT  SE FROM A WITNESS POST.
 BE3969
 BE3969                          STATION RECOVERY (1990)
 BE3969
 BE3969'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 (RML)
 BE3969'THE BENCH MARK IS LOCATED 3.0 MI (4.8 KM) NORTHWEST OF THE TOWN OF ST
 BE3969'MARKS IN SECTION 32 OF TOWNSHIP 3S RANGE 1E, WAKULLA COUNTY FLORIDA.
 BE3969'TO REACH THE MARK FROM ST MARKS GO NORTH ON STATE ROAD 363 FOR 2.6 MI
 BE3969'(4.2 KM) TO THE INTERSECTION OF STATE ROAD 363 AND U.S. HIGHWAY 98,
 BE3969'TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 98 FOR 2.0 MI (3.2 KM) THE
 BE3969'INTERSECTION OF U.S. HIGHWAY 98 AND A SAND ROAD, 0.1 MI (0.2 KM)
 BE3969'NORTEAST OF THE U.S. HIGHWAY 98 BRIDGE OVER THE WAKULLA RIVER, AND
 BE3969'MARK ON RIGHT, 62.0 FT (18.9 M) NORTHWEST OF THE CENTERLINE OF U.S.
 BE3969'HIGHWAY 98, 49.0 FT (14.9 M) NORTEAST OF THE CENTERLINE OF THE DIRT
 BE3969'ROAD, 22.8 FT (6.9 M) EAST OF A 3.0 FT (0.9 M) DIAMETER LIVE OAK TREE
 BE3969'AND 1.3 FT (0.4 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3968 ***********************************************************************
 BE3968  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3968  DESIGNATION -  872 8171 C TIDAL
 BE3968  PID         -  BE3968
 BE3968  STATE/COUNTY-  FL/WAKULLA
 BE3968  USGS QUAD   -  ST MARKS (1992)
 BE3968
 BE3968                         *CURRENT SURVEY CONTROL
 BE3968  ___________________________________________________________________
 BE3968* NAD 83(1986)-  30 10 34.     (N)    084 14 42.     (W)     SCALED    
 BE3968* NAVD 88     -         0.732  (meters)       2.40   (feet)  ADJUSTED  
 BE3968  ___________________________________________________________________
 BE3968  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BE3968  DYNAMIC HT  -           0.731 (meters)       2.40  (feet)  COMP
 BE3968  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 BE3968
 BE3968  VERT ORDER  -  SECOND    CLASS I
 BE3968
 BE3968.The horizontal coordinates were scaled from a topographic map and have
 BE3968.an estimated accuracy of +/- 6 seconds.
 BE3968
 BE3968.The orthometric height was determined by differential leveling
 BE3968.and adjusted by the National Geodetic Survey in September 1996..
 BE3968
 BE3968.This Tidal Bench Mark is designated as VM 8293
 BE3968.by the Center for Operational Oceanographic Products and Services.
 BE3968
 BE3968.The geoid height was determined by GEOID03.
 BE3968
 BE3968.The dynamic height is computed by dividing the NAVD 88
 BE3968.geopotential number by the normal gravity value computed on the
 BE3968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3968.degrees latitude (g = 980.6199 gals.).
 BE3968
 BE3968.The modeled gravity was interpolated from observed gravity values.
 BE3968
 BE3968;                    North         East    Units  Estimated Accuracy
 BE3968;SPC FL N     -   130,400.      624,560.      MT  (+/- 180 meters Scaled)
 BE3968
 BE3968                          SUPERSEDED SURVEY CONTROL
 BE3968
 BE3968.No superseded survey control is available for this station.
 BE3968
 BE3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU652415(NAD 83)
 BE3968_MARKER: DJ = TIDAL STATION DISK
 BE3968_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3968_SP_SET: COPPER-CLAD STEEL ROD
 BE3968_STAMPING: 8171 C 1977
 BE3968_MARK LOGO: FLDNR 
 BE3968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3968
 BE3968  HISTORY     - Date     Condition        Report By
 BE3968  HISTORY     - 1977     MONUMENTED       FLDNR
 BE3968  HISTORY     - 1986     GOOD             FLDNR
 BE3968
 BE3968                          STATION DESCRIPTION
 BE3968
 BE3968'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3968'2.1 MI SW FROM ST MARKS.
 BE3968'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE ROAD 363 IN
 BE3968'ST. MARKS, GO 2.1 MILES SOUTHWEST ON U.S. 98 TO THE NORTHEAST BANK
 BE3968'OF THE WAKULLA RIVER AND THE MARK.  THE MARK BEARS 136 FEET NORTHWEST
 BE3968'OF THE CENTERLINE OF U.S. 98, 25.3 FEET NORTHWEST OF TIDAL 2, 34.0
 BE3968'FEET SOUTHEAST OF TIDAL 3, AND 38.0 FEET NORTHEAST OF THE EDGE OF A
 BE3968'SWAMP.
 BE3968'THE MARK IS 1.3 FT  SE FROM A WITNESS POST.
 BE3968'THE MARK IS 0.1 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4697 ***********************************************************************
 DG4697  DESIGNATION -  872 8229 A TIDAL
 DG4697  PID         -  DG4697
 DG4697  STATE/COUNTY-  FL/WAKULLA
 DG4697  USGS QUAD   -  SPRING CREEK (1992)
 DG4697
 DG4697                         *CURRENT SURVEY CONTROL
 DG4697  ___________________________________________________________________
 DG4697* NAD 83(1986)-  30 03 30.     (N)    084 17 30.     (W)     SCALED    
 DG4697* NAVD 88     -         1.659  (meters)       5.44   (feet)  ADJUSTED  
 DG4697  ___________________________________________________________________
 DG4697  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DG4697  DYNAMIC HT  -           1.657 (meters)       5.44  (feet)  COMP
 DG4697  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 DG4697
 DG4697  VERT ORDER  -  SECOND    CLASS I
 DG4697
 DG4697.The horizontal coordinates were scaled from a topographic map and have
 DG4697.an estimated accuracy of +/- 6 seconds.
 DG4697
 DG4697.The orthometric height was determined by differential leveling
 DG4697.and adjusted by the National Geodetic Survey in August 2004..
 DG4697
 DG4697.The geoid height was determined by GEOID03.
 DG4697
 DG4697.The dynamic height is computed by dividing the NAVD 88
 DG4697.geopotential number by the normal gravity value computed on the
 DG4697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4697.degrees latitude (g = 980.6199 gals.).
 DG4697
 DG4697.The modeled gravity was interpolated from observed gravity values.
 DG4697
 DG4697;                    North         East    Units  Estimated Accuracy
 DG4697;SPC FL N     -   117,330.      620,090.      MT  (+/- 180 meters Scaled)
 DG4697
 DG4697                          SUPERSEDED SURVEY CONTROL
 DG4697
 DG4697.No superseded survey control is available for this station.
 DG4697
 DG4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU611283(NAD 83)
 DG4697_MARKER: F = FLANGE-ENCASED ROD
 DG4697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4697_STAMPING: 8229 A 2002
 DG4697_MARK LOGO: NGS   
 DG4697_PROJECTION: FLUSH
 DG4697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4697+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002
 DG4697_ROD/PIPE-DEPTH:  5.5 meters
 DG4697
 DG4697  HISTORY     - Date     Condition        Report By
 DG4697  HISTORY     - 20020118 MONUMENTED       FLDEP
 DG4697
 DG4697                          STATION DESCRIPTION
 DG4697
 DG4697'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4697'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, IN SHELL POINT,
 DG4697'IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 DG4697' 
 DG4697'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 DG4697'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 DG4697'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 DG4697'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 DG4697'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 DG4697'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 DG4697'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 DG4697'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 DG4697'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 DG4697'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.1 MI TO
 DG4697'THE JUNCTION OF BEATTY TAFF DRIVE ON THE LEFT, TURN LEFT ON BEATTY
 DG4697'TAFF DRIVE AND GO SOUTHEAST FOR 0.2 MI TO THE MARK ON THE RIGHT, A
 DG4697'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.0 FT WITH A NGS
 DG4697'LOGO CAP FLUSH THE GROUND AND LEVEL WITH BEATTY TAFF DRIVE, THE DATUM
 DG4697'POINT IS RECESSED 0.5 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG4697' 
 DG4697'LOCATED 46.0 FT SOUTH-SOUTHWEST OF THE CENTERLINE OF BEATTY TAFF
 DG4697'DRIVE, 45.9 FT NORTHEAST OF A UTILITY POLE WITH A STREET LIGHT, 28.9
 DG4697'FT SOUTHEAST OF A PAIR OF PALM TREES AT PARKING LOT ENTRANCE, 4.5 FT
 DG4697'EAST OF THE EAST END OF THE PARKING LOT, 2.0 FT NORTH OF A BLUE SIGN
 DG4697'READING (WELCOME TO SHELL POINT BEACH) AND 1.7 FT NORTH OF A CARSONITE
 DG4697'WITNESS POST.
 DG4697' 
 DG4697'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG4697' 
 DG4697'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4698 ***********************************************************************
 DG4698  DESIGNATION -  872 8229 B TIDAL
 DG4698  PID         -  DG4698
 DG4698  STATE/COUNTY-  FL/WAKULLA
 DG4698  USGS QUAD   -  SPRING CREEK (1992)
 DG4698
 DG4698                         *CURRENT SURVEY CONTROL
 DG4698  ___________________________________________________________________
 DG4698* NAD 83(1986)-  30 03 38.     (N)    084 17 34.     (W)     SCALED    
 DG4698* NAVD 88     -         1.805  (meters)       5.92   (feet)  ADJUSTED  
 DG4698  ___________________________________________________________________
 DG4698  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DG4698  DYNAMIC HT  -           1.803 (meters)       5.92  (feet)  COMP
 DG4698  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 DG4698
 DG4698  VERT ORDER  -  SECOND    CLASS I
 DG4698
 DG4698.The horizontal coordinates were scaled from a topographic map and have
 DG4698.an estimated accuracy of +/- 6 seconds.
 DG4698
 DG4698.The orthometric height was determined by differential leveling
 DG4698.and adjusted by the National Geodetic Survey in August 2004..
 DG4698
 DG4698.The geoid height was determined by GEOID03.
 DG4698
 DG4698.The dynamic height is computed by dividing the NAVD 88
 DG4698.geopotential number by the normal gravity value computed on the
 DG4698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4698.degrees latitude (g = 980.6199 gals.).
 DG4698
 DG4698.The modeled gravity was interpolated from observed gravity values.
 DG4698
 DG4698;                    North         East    Units  Estimated Accuracy
 DG4698;SPC FL N     -   117,580.      619,980.      MT  (+/- 180 meters Scaled)
 DG4698
 DG4698                          SUPERSEDED SURVEY CONTROL
 DG4698
 DG4698.No superseded survey control is available for this station.
 DG4698
 DG4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU609285(NAD 83)
 DG4698_MARKER: DD = SURVEY DISK
 DG4698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4698_STAMPING: 8229 B 2002
 DG4698_MARK LOGO: FLDEP 
 DG4698_PROJECTION: FLUSH
 DG4698_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4698+STABILITY: SURFACE MOTION
 DG4698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4698+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002
 DG4698
 DG4698  HISTORY     - Date     Condition        Report By
 DG4698  HISTORY     - 20020118 MONUMENTED       FLDEP
 DG4698
 DG4698                          STATION DESCRIPTION
 DG4698
 DG4698'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4698'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, IN SHELL POINT,
 DG4698'IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 DG4698' 
 DG4698'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 DG4698'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 DG4698'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 DG4698'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 DG4698'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 DG4698'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 DG4698'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 DG4698'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 DG4698'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 DG4698'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.1 MI TO
 DG4698'THE JUNCTION OF BEATTY TAFF DRIVE ON THE LEFT, TURN LEFT ON BEATTY
 DG4698'TAFF DRIVE AND GO SOUTHEAST FOR 0.1 MI TO THE MARK ON THE LEFT, SET IN
 DG4698'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 DG4698'0.4 FT ABOVE THE LEVEL OF BEATTY TAFF DRIVE.
 DG4698' 
 DG4698'LOCATED 189.6 FT NORTHWEST FROM A UTILITY POLE WITH A METER BOX AND
 DG4698'LIGHT ATTACHED,  74.2 FT NORTHEAST FROM THE NORTHEAST CORNER OF THE
 DG4698'SHELL POINT MOTEL, 15.0 FT NORTHEAST OF THE CENTERLINE OF BEATTY TAFF
 DG4698'DRIVE, 8.0 FT SOUTH-SOUTHEAST OF A PALM TREE AND 1.0 FT SOUTHWEST OF A
 DG4698'CARSONITE WITNESS POST.
 DG4698' 
 DG4698'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4699 ***********************************************************************
 DG4699  DESIGNATION -  872 8229 C TIDAL
 DG4699  PID         -  DG4699
 DG4699  STATE/COUNTY-  FL/WAKULLA
 DG4699  USGS QUAD   -  SPRING CREEK (1992)
 DG4699
 DG4699                         *CURRENT SURVEY CONTROL
 DG4699  ___________________________________________________________________
 DG4699* NAD 83(1986)-  30 03 38.     (N)    084 17 37.     (W)     SCALED    
 DG4699* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 DG4699  ___________________________________________________________________
 DG4699  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DG4699  DYNAMIC HT  -           1.678 (meters)       5.51  (feet)  COMP
 DG4699  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 DG4699
 DG4699  VERT ORDER  -  SECOND    CLASS I
 DG4699
 DG4699.The horizontal coordinates were scaled from a topographic map and have
 DG4699.an estimated accuracy of +/- 6 seconds.
 DG4699
 DG4699.The orthometric height was determined by differential leveling
 DG4699.and adjusted by the National Geodetic Survey in August 2004..
 DG4699
 DG4699.The geoid height was determined by GEOID03.
 DG4699
 DG4699.The dynamic height is computed by dividing the NAVD 88
 DG4699.geopotential number by the normal gravity value computed on the
 DG4699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4699.degrees latitude (g = 980.6199 gals.).
 DG4699
 DG4699.The modeled gravity was interpolated from observed gravity values.
 DG4699
 DG4699;                    North         East    Units  Estimated Accuracy
 DG4699;SPC FL N     -   117,580.      619,900.      MT  (+/- 180 meters Scaled)
 DG4699
 DG4699                          SUPERSEDED SURVEY CONTROL
 DG4699
 DG4699.No superseded survey control is available for this station.
 DG4699
 DG4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU609285(NAD 83)
 DG4699_MARKER: F = FLANGE-ENCASED ROD
 DG4699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4699_STAMPING: 8229 C 2002
 DG4699_MARK LOGO: NGS   
 DG4699_PROJECTION: FLUSH
 DG4699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4699+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002
 DG4699_ROD/PIPE-DEPTH:  5.9 meters
 DG4699
 DG4699  HISTORY     - Date     Condition        Report By
 DG4699  HISTORY     - 20020118 MONUMENTED       FLDEP
 DG4699
 DG4699                          STATION DESCRIPTION
 DG4699
 DG4699'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4699'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, IN SHELL POINT,
 DG4699'IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 DG4699' 
 DG4699'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 DG4699'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 DG4699'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 DG4699'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 DG4699'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 DG4699'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 DG4699'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 DG4699'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 DG4699'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 DG4699'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.15 MI
 DG4699'TO 1541 SHELL POINT ROAD AND THE MARK ON THE LEFT, A STAINLESS STEEL
 DG4699'ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP FLUSH
 DG4699'WITH THE GROUND AND LEVEL WITH THE ROAD, THE DATUM POINT IS RECESSED
 DG4699'0.5 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG4699' 
 DG4699'LOCATED 42.9 FT EAST OF THE CENTERLINE OF COUNTY ROAD 367 (SHELL POINT
 DG4699'ROAD), 25.4 FT NORTH OF THE CENTERLINE OF AN UNNAMED PAVED ROAD
 DG4699'LEADING EAST TO BEATTY TAFF DRIVE, 14.1 FT SOUTH OF A CEDAR TREE AND
 DG4699'7.1 FT NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DG4699' 
 DG4699'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG4699' 
 DG4699'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1802 ***********************************************************************
 BE1802  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1802  DESIGNATION -  872 8229 TIDAL 1
 BE1802  PID         -  BE1802
 BE1802  STATE/COUNTY-  FL/WAKULLA
 BE1802  USGS QUAD   -  SPRING CREEK (1992)
 BE1802
 BE1802                         *CURRENT SURVEY CONTROL
 BE1802  ___________________________________________________________________
 BE1802* NAD 83(1986)-  30 03 35.     (N)    084 17 27.     (W)     SCALED    
 BE1802* NAVD 88     -         1.746  (meters)       5.73   (feet)  ADJUSTED  
 BE1802  ___________________________________________________________________
 BE1802  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BE1802  DYNAMIC HT  -           1.743 (meters)       5.72  (feet)  COMP
 BE1802  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BE1802
 BE1802  VERT ORDER  -  FIRST     CLASS II
 BE1802
 BE1802.The horizontal coordinates were scaled from a topographic map and have
 BE1802.an estimated accuracy of +/- 6 seconds.
 BE1802
 BE1802.The orthometric height was determined by differential leveling
 BE1802.and adjusted by the National Geodetic Survey in June 1991..
 BE1802.WARNING-Repeat measurements at this control monument indicate possible
 BE1802.vertical movement.
 BE1802
 BE1802.This Tidal Bench Mark is designated as VM 8298
 BE1802.by the Center for Operational Oceanographic Products and Services.
 BE1802
 BE1802.The geoid height was determined by GEOID03.
 BE1802
 BE1802.The dynamic height is computed by dividing the NAVD 88
 BE1802.geopotential number by the normal gravity value computed on the
 BE1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1802.degrees latitude (g = 980.6199 gals.).
 BE1802
 BE1802.The modeled gravity was interpolated from observed gravity values.
 BE1802
 BE1802;                    North         East    Units  Estimated Accuracy
 BE1802;SPC FL N     -   117,490.      620,170.      MT  (+/- 180 meters Scaled)
 BE1802
 BE1802                          SUPERSEDED SURVEY CONTROL
 BE1802
 BE1802.No superseded survey control is available for this station.
 BE1802
 BE1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU611284(NAD 83)
 BE1802_MARKER: DD = SURVEY DISK
 BE1802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1802_SP_SET: BULKHEAD
 BE1802_STAMPING: NO 1 1973
 BE1802_MARK LOGO: NOS   
 BE1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1802+STABILITY: SURFACE MOTION
 BE1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1802+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2002
 BE1802
 BE1802  HISTORY     - Date     Condition        Report By
 BE1802  HISTORY     - 1973     MONUMENTED       NOS
 BE1802  HISTORY     - 1977     GOOD             FLDNR
 BE1802  HISTORY     - 1981     GOOD             NGS
 BE1802  HISTORY     - 19981117 GOOD             USPSQD
 BE1802  HISTORY     - 20020211 GOOD             FLDEP
 BE1802  HISTORY     - 20040801 GOOD             INDIV
 BE1802
 BE1802                          STATION DESCRIPTION
 BE1802
 BE1802'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1802'SHELL POINT.
 BE1802'IN SHELL POINT, FLORIDA, THE MARK IS SET IN A CONCRETE BULKHEAD OF THE
 BE1802'BOAT LAINCHING RAMP AT SHELL POINT MARINA. THE MARK BEARS 6.3 FEET
 BE1802'SOUTH OF THE NORTH END OF THE EAST WALL, 0.6 FEET EAST OF THE WEST
 BE1802'EDGE OF THE WALL, 28.0 FEET WEST OF THE WEST BULKHEAD OF THE SAILBOAT
 BE1802'CANAL, AND DIRECTLY IN FRONT OF THE TIDE HOUSE.
 BE1802
 BE1802                          STATION RECOVERY (1981)
 BE1802
 BE1802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1802'IN SHELL POINT, AT THE APALACHEE BAY, AT THE BOAT LAUNCHING RAMP
 BE1802'BEHIND THE SHELL POINT MARINA, IN THE TOP OF THE EAST CONCRETE
 BE1802'BULKHEAD OF THE BOAT LAUNCH AND NEAR THE NORTH END OF THE BULKHEAD,
 BE1802'7.92 METERS (26 FEET) EAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 BE1802'METAL LEG SUPPORTING NOS TIDE GAGE HOUSE, 1.92 METERS (6.3 FEET)
 BE1802'SOUTH OF THE NORTH END OF THE BULKHEAD.
 BE1802'THE MARK IS 0.3 M ABOVE PARKING LOT.
 BE1802
 BE1802                          STATION RECOVERY (1998)
 BE1802
 BE1802'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1802'RECOVERED IN GOOD CONDITION.
 BE1802
 BE1802                          STATION RECOVERY (2002)
 BE1802
 BE1802'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BE1802'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, AT THE SHELL
 BE1802'POINT MARINA, IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 BE1802' 
 BE1802'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 BE1802'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 BE1802'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 BE1802'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 BE1802'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 BE1802'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 BE1802'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 BE1802'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 BE1802'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 BE1802'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.1 MI TO
 BE1802'THE JUNCTION OF BEATTY TAFF DRIVE ON THE LEFT, TURN LEFT ON BEATTY
 BE1802'TAFF DRIVE AND GO SOUTHEAST FOR 0.25 MI TO A PAVED ENTRANCE ROAD ON
 BE1802'THE LEFT TO THE SHELL POINT MARINA AND BOAT RAMP, TURN LEFT ON THE
 BE1802'ENTRANCE ROAD AND GO NORTH FOR 0.5 MI TO THE MARK ON THE LEFT, SET
 BE1802'FLUSH IN THE CONCRETE BULKHEAD.
 BE1802' 
 BE1802'LOCATED 93.9 FT NORTH OF THE SOUTH END OF THE SEAWALL AT THE SOUTHEAST
 BE1802'CORNER OF THE BOAT RAMP, 87.3 FT NORTH OF TIDAL MARK NO 2 1973, 28.9
 BE1802'FT WEST OF THE NORTHEAST CORNER OF THE SEAWALL BELOW THE TIDE GAGE
 BE1802'HOUSE, 6.1 FT SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE SEAWALL
 BE1802'AT THE NORTHEAST CORNER OF THE BOAT RAMP AND 0.5 FT EAST FROM THE WEST
 BE1802'EDGE OF THE SEAWALL ON THE EAST SIDE OF THE BOAT RAMP.
 BE1802' 
 BE1802'
 BE1802
 BE1802                          STATION RECOVERY (2004)
 BE1802
 BE1802'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CLP)
 BE1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1801 ***********************************************************************
 BE1801  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1801  DESIGNATION -  872 8229 TIDAL 2
 BE1801  PID         -  BE1801
 BE1801  STATE/COUNTY-  FL/WAKULLA
 BE1801  USGS QUAD   -  SPRING CREEK (1992)
 BE1801
 BE1801                         *CURRENT SURVEY CONTROL
 BE1801  ___________________________________________________________________
 BE1801* NAD 83(1986)-  30 03 34.     (N)    084 17 27.     (W)     SCALED    
 BE1801* NAVD 88     -         1.782  (meters)       5.85   (feet)  ADJUSTED  
 BE1801  ___________________________________________________________________
 BE1801  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1801  DYNAMIC HT  -           1.779 (meters)       5.84  (feet)  COMP
 BE1801  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BE1801
 BE1801  VERT ORDER  -  SECOND    CLASS I
 BE1801
 BE1801.The horizontal coordinates were scaled from a topographic map and have
 BE1801.an estimated accuracy of +/- 6 seconds.
 BE1801
 BE1801.The orthometric height was determined by differential leveling
 BE1801.and adjusted by the National Geodetic Survey in August 2004..
 BE1801
 BE1801.This Tidal Bench Mark is designated as VM 8299
 BE1801.by the Center for Operational Oceanographic Products and Services.
 BE1801
 BE1801.The geoid height was determined by GEOID03.
 BE1801
 BE1801.The dynamic height is computed by dividing the NAVD 88
 BE1801.geopotential number by the normal gravity value computed on the
 BE1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1801.degrees latitude (g = 980.6199 gals.).
 BE1801
 BE1801.The modeled gravity was interpolated from observed gravity values.
 BE1801
 BE1801;                    North         East    Units  Estimated Accuracy
 BE1801;SPC FL N     -   117,460.      620,170.      MT  (+/- 180 meters Scaled)
 BE1801
 BE1801                          SUPERSEDED SURVEY CONTROL
 BE1801
 BE1801  NAVD 88 (06/15/91)    1.804  (m)            5.92   (f) UNKNOWN     1 2
 BE1801
 BE1801.Superseded values are not recommended for survey control.
 BE1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1801.See file dsdata.txt to determine how the superseded data were derived.
 BE1801
 BE1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU611284(NAD 83)
 BE1801_MARKER: DB = BENCH MARK DISK
 BE1801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1801_SP_SET: BULKHEAD
 BE1801_STAMPING: NO 2 1973
 BE1801_MARK LOGO: CGS   
 BE1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1801+STABILITY: SURFACE MOTION
 BE1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1801+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2002
 BE1801
 BE1801  HISTORY     - Date     Condition        Report By
 BE1801  HISTORY     - 1973     MONUMENTED       NOS
 BE1801  HISTORY     - 1977     GOOD             FLDNR
 BE1801  HISTORY     - 1981     GOOD             NGS
 BE1801  HISTORY     - 19981117 GOOD             USPSQD
 BE1801  HISTORY     - 20020211 GOOD             FLDEP
 BE1801  HISTORY     - 20040801 GOOD             INDIV
 BE1801
 BE1801                          STATION DESCRIPTION
 BE1801
 BE1801'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1801'SHELL POINT.
 BE1801'IN SHELL POINT, FLORIDA, THE MARK IS SET IN A CONCRETE BULKHEAD OF THE
 BE1801'BOAT LAUNCHING RAMP AT SHELL POINT MARINA. THE MARK BEARS 6.7 FEET
 BE1801'NORTH OF THE SOUTH END OF THE EAST WALL, 0.6 FEET EAST OF THE WEST
 BE1801'EDGE OF THE WALL, 88.3 FEET SOUTH OF BM 1, AND 56.7 FEET NORTHWEST OF
 BE1801'TRANSFORMER AND LIGHT POLE TEC A3-131.
 BE1801
 BE1801                          STATION RECOVERY (1981)
 BE1801
 BE1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1801'IN SHELL POINT, ON THE APALACHEE BAY, AT THE BOAT LAUNCHING RAMP
 BE1801'BEHIND THE MARINA OFFICE BUILDING, IN THE TOP OF AND NEAR THE NORTH
 BE1801'END OF THE EAST CONCRETE BULKHEAD OF THE LAUNCH RAMP, 26.92 METERS
 BE1801'(88.3 FEET) SOUTH OF 872 8229 TIDAL 1, 3.65 METERS (12 FEET) SOUTHWEST
 BE1801'OF A SMALL POWER POLE WITH POWER LINES RUNNING INTO THE NOS TIDE GAGE
 BE1801'HOUSE, 2.04 METERS (6.7 FEET) NORTH OF THE SOUTH END OF THE BULKHEAD.
 BE1801'THE MARK IS 0.3 M ABOVE PARKING LOT.
 BE1801
 BE1801                          STATION RECOVERY (1998)
 BE1801
 BE1801'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1801'RECOVERED IN GOOD CONDITION.
 BE1801
 BE1801                          STATION RECOVERY (2002)
 BE1801
 BE1801'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BE1801'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, AT THE SHELL
 BE1801'POINT MARINA, IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 BE1801' 
 BE1801'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 BE1801'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 BE1801'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 BE1801'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 BE1801'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 BE1801'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 BE1801'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 BE1801'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 BE1801'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 BE1801'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.1 MI TO
 BE1801'THE JUNCTION OF BEATTY TAFF DRIVE ON THE LEFT, TURN LEFT ON BEATTY
 BE1801'TAFF DRIVE AND GO SOUTHEAST FOR 0.25 MI TO A PAVED ENTRANCE ROAD ON
 BE1801'THE LEFT TO THE SHELL POINT MARINA AND BOAT RAMP, TURN LEFT ON THE
 BE1801'ENTRANCE ROAD AND GO NORTH FOR 0.5 MI TO THE MARK ON THE LEFT, SET
 BE1801'FLUSH IN THE CONCRETE BULKHEAD.
 BE1801' 
 BE1801'LOCATED 93.4 FT SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL AT THE
 BE1801'NORTHEAST CORNER OF THE BOAT RAMP, 87.3 FT SOUTH OF TIDAL MARK NO 1
 BE1801'1973, 31.4 FT EAST-SOUTHEAST OF TIDAL MARK NO 3 1973, 6.6 FT NORTH OF
 BE1801'THE SOUTH END OF THE SEAWALL AT THE SOUTHEAST CORNER OF THE BOAT RAMP
 BE1801'AND 0.5 FT EAST OF THE WEST EDGE OF THE SEAWALL AT THE EAST SIDE OF
 BE1801'THE BOAT RAMP.
 BE1801' 
 BE1801'
 BE1801
 BE1801                          STATION RECOVERY (2004)
 BE1801
 BE1801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CLP)
 BE1801'BENCHMARK IS US COAST AND GEODETIC SURVEY, NOT NOS, AS DESCRIBED ON
 BE1801'PREVIOUS RETRIEVAL SHEETS STAMPING IS NO. 2 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1800 ***********************************************************************
 BE1800  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1800  DESIGNATION -  872 8229 TIDAL 3
 BE1800  PID         -  BE1800
 BE1800  STATE/COUNTY-  FL/WAKULLA
 BE1800  USGS QUAD   -  SPRING CREEK (1992)
 BE1800
 BE1800                         *CURRENT SURVEY CONTROL
 BE1800  ___________________________________________________________________
 BE1800* NAD 83(1986)-  30 03 34.     (N)    084 17 27.     (W)     SCALED    
 BE1800* NAVD 88     -         1.831  (meters)       6.01   (feet)  ADJUSTED  
 BE1800  ___________________________________________________________________
 BE1800  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1800  DYNAMIC HT  -           1.829 (meters)       6.00  (feet)  COMP
 BE1800  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BE1800
 BE1800  VERT ORDER  -  SECOND    CLASS I
 BE1800
 BE1800.The horizontal coordinates were scaled from a topographic map and have
 BE1800.an estimated accuracy of +/- 6 seconds.
 BE1800
 BE1800.The orthometric height was determined by differential leveling
 BE1800.and adjusted by the National Geodetic Survey in August 2004..
 BE1800
 BE1800.This Tidal Bench Mark is designated as VM 8300
 BE1800.by the Center for Operational Oceanographic Products and Services.
 BE1800
 BE1800.The geoid height was determined by GEOID03.
 BE1800
 BE1800.The dynamic height is computed by dividing the NAVD 88
 BE1800.geopotential number by the normal gravity value computed on the
 BE1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1800.degrees latitude (g = 980.6199 gals.).
 BE1800
 BE1800.The modeled gravity was interpolated from observed gravity values.
 BE1800
 BE1800;                    North         East    Units  Estimated Accuracy
 BE1800;SPC FL N     -   117,460.      620,170.      MT  (+/- 180 meters Scaled)
 BE1800
 BE1800                          SUPERSEDED SURVEY CONTROL
 BE1800
 BE1800  NAVD 88 (06/15/91)    1.852  (m)            6.08   (f) UNKNOWN     1 2
 BE1800
 BE1800.Superseded values are not recommended for survey control.
 BE1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1800.See file dsdata.txt to determine how the superseded data were derived.
 BE1800
 BE1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU611284(NAD 83)
 BE1800_MARKER: DD = SURVEY DISK
 BE1800_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1800_SP_SET: BULKHEAD
 BE1800_STAMPING: NO 3 1973
 BE1800_MARK LOGO: NOS   
 BE1800_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1800+STABILITY: SURFACE MOTION
 BE1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1800+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 BE1800
 BE1800  HISTORY     - Date     Condition        Report By
 BE1800  HISTORY     - 1973     MONUMENTED       NOS
 BE1800  HISTORY     - 1977     GOOD             FLDNR
 BE1800  HISTORY     - 1981     GOOD             NGS
 BE1800  HISTORY     - 19981117 GOOD             USPSQD
 BE1800  HISTORY     - 20020211 GOOD             FLDEP
 BE1800  HISTORY     - 20040801 GOOD             CHARPO
 BE1800
 BE1800                          STATION DESCRIPTION
 BE1800
 BE1800'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1800'SHELL POINT.
 BE1800'IN SHELL POINT, FLORIDA, THE MARK IS SET IN CONCRETE BULKHEAD OF THE
 BE1800'BOAT LAUNCHING RAMP AT SHEEL POINT MARINA. THE MARK BEARS 0.6 FEET
 BE1800'EAST OF THE WEST EDGE OF THE WEST WALL, 5.8 FEET NORTH OF THE SOUTH
 BE1800'END, AND 31.8 FEET WEST OF BM 2.
 BE1800
 BE1800                          STATION RECOVERY (1981)
 BE1800
 BE1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1800'IN SHELL POINT, ON THE APALACHEE BAY, AT THE BOAT LAUNCHING RAMP
 BE1800'BEHIND THE MARINA OFFICE BUILDING, IN THE TOP AND NEAR THE SOUTH END
 BE1800'OF THE WEST CONCRETE BULKHEAD OF THE LAUNCH RAMP, 9.39 METERS (31.8
 BE1800'FEET) WEST AND ACROSS THE RAMP FROM 872 8229 TIDAL 2, 1.77 METERS
 BE1800'(5.8 FEET) NORTH OF THE SOUTH END OF THE BULKHEAD.
 BE1800'THE MARK IS 0.3 M ABOVE PARKING LOT.
 BE1800
 BE1800                          STATION RECOVERY (1998)
 BE1800
 BE1800'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1800'RECOVERED IN GOOD CONDITION.
 BE1800
 BE1800                          STATION RECOVERY (2002)
 BE1800
 BE1800'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BE1800'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, AT THE SHELL
 BE1800'POINT MARINA, IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 BE1800' 
 BE1800'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 BE1800'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 BE1800'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 BE1800'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 BE1800'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 BE1800'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 BE1800'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 BE1800'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 BE1800'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 BE1800'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.1 MI TO
 BE1800'THE JUNCTION OF BEATTY TAFF DRIVE ON THE LEFT, TURN LEFT ON BEATTY
 BE1800'TAFF DRIVE AND GO SOUTHEAST FOR 0.25 MI TO A PAVED ENTRANCE ROAD ON
 BE1800'THE LEFT TO THE SHELL POINT MARINA AND BOAT RAMP, TURN LEFT ON THE
 BE1800'ENTRANCE ROAD AND GO NORTH FOR 0.5 MI TO THE MARK ON THE LEFT, SET
 BE1800'FLUSH IN THE CONCRETE BULKHEAD.
 BE1800' 
 BE1800'LOCATED 94.4 FT SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE SEAWALL
 BE1800'AT THE NORTHWEST CORNER OF THE BOAT RAMP, 87.5 FT SOUTH OF TIDAL MARK
 BE1800'NO 4 1973, 61.6 FT EAST-SOUTHEAST OF TIDAL MARK NO 5 1973, 31.4 FT
 BE1800'WEST-NORTHWEST OF TIDAL MARK NO 2 1973, 5.8 FT NORTH-NORTHEAST FROM
 BE1800'THE SOUTH END OF THE SEAWALL AT THE SOUTHWEST CORNER OF THE BOAT RAMP
 BE1800'AND 0.5 FT WEST OF THE EAST EDGE OF THE SEAWALL ON THE WEST SIDE OF
 BE1800'THE BOAT RAMP.
 BE1800' 
 BE1800'
 BE1800
 BE1800                          STATION RECOVERY (2004)
 BE1800
 BE1800'RECOVERY NOTE BY CHARLES L POWELL SURVEYING 2004 (CLP)
 BE1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1799 ***********************************************************************
 BE1799  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1799  DESIGNATION -  872 8229 TIDAL 4
 BE1799  PID         -  BE1799
 BE1799  STATE/COUNTY-  FL/WAKULLA
 BE1799  USGS QUAD   -  SPRING CREEK (1992)
 BE1799
 BE1799                         *CURRENT SURVEY CONTROL
 BE1799  ___________________________________________________________________
 BE1799* NAD 83(1986)-  30 03 35.     (N)    084 17 28.     (W)     SCALED    
 BE1799* NAVD 88     -         1.433  (meters)       4.70   (feet)  ADJUSTED  
 BE1799  ___________________________________________________________________
 BE1799  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1799  DYNAMIC HT  -           1.431 (meters)       4.69  (feet)  COMP
 BE1799  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 BE1799
 BE1799  VERT ORDER  -  SECOND    CLASS I
 BE1799
 BE1799.The horizontal coordinates were scaled from a topographic map and have
 BE1799.an estimated accuracy of +/- 6 seconds.
 BE1799
 BE1799.The orthometric height was determined by differential leveling
 BE1799.and adjusted by the National Geodetic Survey in August 2004..
 BE1799
 BE1799.This Tidal Bench Mark is designated as VM 8301
 BE1799.by the Center for Operational Oceanographic Products and Services.
 BE1799
 BE1799.The geoid height was determined by GEOID03.
 BE1799
 BE1799.The dynamic height is computed by dividing the NAVD 88
 BE1799.geopotential number by the normal gravity value computed on the
 BE1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1799.degrees latitude (g = 980.6199 gals.).
 BE1799
 BE1799.The modeled gravity was interpolated from observed gravity values.
 BE1799
 BE1799;                    North         East    Units  Estimated Accuracy
 BE1799;SPC FL N     -   117,490.      620,140.      MT  (+/- 180 meters Scaled)
 BE1799
 BE1799                          SUPERSEDED SURVEY CONTROL
 BE1799
 BE1799  NAVD 88 (06/15/91)    1.442  (m)            4.73   (f) UNKNOWN     1 2
 BE1799
 BE1799.Superseded values are not recommended for survey control.
 BE1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1799.See file dsdata.txt to determine how the superseded data were derived.
 BE1799
 BE1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU611284(NAD 83)
 BE1799_MARKER: DD = SURVEY DISK
 BE1799_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BE1799_SP_SET: BASE FOR SIGN
 BE1799_STAMPING: NO 4 1973
 BE1799_MARK LOGO: NOS   
 BE1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1799+STABILITY: SURFACE MOTION
 BE1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1799+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 BE1799
 BE1799  HISTORY     - Date     Condition        Report By
 BE1799  HISTORY     - 1973     MONUMENTED       NOS
 BE1799  HISTORY     - 1977     GOOD             FLDNR
 BE1799  HISTORY     - 1981     GOOD             NGS
 BE1799  HISTORY     - 19981117 GOOD             USPSQD
 BE1799  HISTORY     - 20020211 GOOD             FLDEP
 BE1799  HISTORY     - 20040801 GOOD             INDIV
 BE1799
 BE1799                          STATION DESCRIPTION
 BE1799
 BE1799'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1799'SHELL POINT.
 BE1799'IN SHELL POINT, FLORIDA, THE MARK IS SET IN A 3X3 FOOT CEMENT BASE
 BE1799'SUPPORTING A FUEL SIGN AT SHELL POINT MARINA. THE MARK BEARS 25.3 FEET
 BE1799'WEST OF THE NORTHWEST CORNER OF THE WEST WALL OF THE LAUNCHING RAMP,
 BE1799'9.7 FEET SOUTH OF THE NORTH BULKHEAD ON THE WEST SIDE OF THE BOAT
 BE1799'RAMP, AND 10.6 FEET EAST OF THE WEST BULKHEAD WEST OF THE RAMP.
 BE1799
 BE1799                          STATION RECOVERY (1981)
 BE1799
 BE1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1799'IN SHELL POINT, ON THE APALACHEE BAY, AT THE SHELL POINT MARINA
 BE1799'OFFICE, ON THE WEST SIDE OF THE BOAT LAUNCHING RAMP, IN THE TOP
 BE1799'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE EXXON GAS SIGN, DIRECTLY
 BE1799'NORTH OF THE MARINA OFFICE BUILDING, 6.70 METERS (22 FEET) WEST OF
 BE1799'THE WEST FACE OF THE WEST CONCRETE BULKHEAD OF THE BOAT LAUNCH, 2.15
 BE1799'METERS (9.5 FEET) SOUTH OF THE SOUTH FACE OF THE NORTH CONCRETE
 BE1799'BULKHEAD OF THE EXTENSION OF THE BOAT LAUNCH.
 BE1799'THE MARK IS 0.1 M ABOVE GROUND.
 BE1799
 BE1799                          STATION RECOVERY (1998)
 BE1799
 BE1799'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1799'RECOVERED IN GOOD CONDITION.
 BE1799
 BE1799                          STATION RECOVERY (2002)
 BE1799
 BE1799'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BE1799'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, AT THE SHELL
 BE1799'POINT MARINA, IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 BE1799' 
 BE1799'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 BE1799'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 BE1799'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 BE1799'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 BE1799'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 BE1799'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 BE1799'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 BE1799'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 BE1799'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 BE1799'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.1 MI TO
 BE1799'THE JUNCTION OF BEATTY TAFF DRIVE ON THE LEFT, TURN LEFT ON BEATTY
 BE1799'TAFF DRIVE AND GO SOUTHEAST FOR 0.25 MI TO A PAVED ENTRANCE ROAD ON
 BE1799'THE LEFT TO THE SHELL POINT MARINA AND BOAT RAMP, TURN LEFT ON THE
 BE1799'ENTRANCE ROAD AND GO NORTH FOR 0.5 MI TO THE MARK ON THE LEFT, SET
 BE1799'FLUSH IN A CONCRETE BASE FOR A SIGN RECESSED 0.2 FT BELOW THE LEVEL OF
 BE1799'THE GROUND.
 BE1799' 
 BE1799'LOCATED 87.5 FT NORTHWEST OF TIDAL MARK NO 3 1973, 71.2 FT NORTHEAST
 BE1799'OF TIDAL MARK NO 5 1973, 54.3 FT WEST OF TIDAL MARK NO 1 1973, 24.5 FT
 BE1799'WEST OF THE NORTHEAST CORNER OF THE SEAWALL AT THE NORTHWEST CORNER OF
 BE1799'THE BOAT RAMP, 12.5 FT SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE
 BE1799'SEAWALL ON THE EAST SIDE OF THE BOAT BASIN, 4.0 FT SOUTH OF A 2.7 FT
 BE1799'DIAMETER PALM TREE AND 2.5 FT NORTH OF A CARSONITE WITNESS POST IN THE
 BE1799'SOUTH SIDE OF A 3.0 FT X 3.0 FT CONCRETE BASE (WITH ANCHOR BOLTS).
 BE1799' 
 BE1799'
 BE1799
 BE1799                          STATION RECOVERY (2004)
 BE1799
 BE1799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CLP)
 BE1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1798 ***********************************************************************
 BE1798  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1798  DESIGNATION -  872 8229 TIDAL 5
 BE1798  PID         -  BE1798
 BE1798  STATE/COUNTY-  FL/WAKULLA
 BE1798  USGS QUAD   -  SPRING CREEK (1992)
 BE1798
 BE1798                         *CURRENT SURVEY CONTROL
 BE1798  ___________________________________________________________________
 BE1798* NAD 83(1986)-  30 03 34.     (N)    084 17 28.     (W)     SCALED    
 BE1798* NAVD 88     -         0.934  (meters)       3.06   (feet)  ADJUSTED  
 BE1798  ___________________________________________________________________
 BE1798  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1798  DYNAMIC HT  -           0.932 (meters)       3.06  (feet)  COMP
 BE1798  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 BE1798
 BE1798  VERT ORDER  -  SECOND    CLASS I
 BE1798
 BE1798.The horizontal coordinates were scaled from a topographic map and have
 BE1798.an estimated accuracy of +/- 6 seconds.
 BE1798
 BE1798.The orthometric height was determined by differential leveling
 BE1798.and adjusted by the National Geodetic Survey in August 2004..
 BE1798
 BE1798.This Tidal Bench Mark is designated as VM 8302
 BE1798.by the Center for Operational Oceanographic Products and Services.
 BE1798
 BE1798.The geoid height was determined by GEOID03.
 BE1798
 BE1798.The dynamic height is computed by dividing the NAVD 88
 BE1798.geopotential number by the normal gravity value computed on the
 BE1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1798.degrees latitude (g = 980.6199 gals.).
 BE1798
 BE1798.The modeled gravity was interpolated from observed gravity values.
 BE1798
 BE1798;                    North         East    Units  Estimated Accuracy
 BE1798;SPC FL N     -   117,460.      620,140.      MT  (+/- 180 meters Scaled)
 BE1798
 BE1798                          SUPERSEDED SURVEY CONTROL
 BE1798
 BE1798  NAVD 88 (06/15/91)    0.968  (m)            3.18   (f) UNKNOWN     1 2
 BE1798
 BE1798.Superseded values are not recommended for survey control.
 BE1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1798.See file dsdata.txt to determine how the superseded data were derived.
 BE1798
 BE1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU611284(NAD 83)
 BE1798_MARKER: DB = BENCH MARK DISK
 BE1798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1798_SP_SET: SEAWALL
 BE1798_STAMPING: NO 5 1973
 BE1798_MARK LOGO: CGS   
 BE1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1798+STABILITY: SURFACE MOTION
 BE1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1798+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2002
 BE1798
 BE1798  HISTORY     - Date     Condition        Report By
 BE1798  HISTORY     - 1973     MONUMENTED       NOS
 BE1798  HISTORY     - 1977     GOOD             FLDNR
 BE1798  HISTORY     - 1981     GOOD             NGS
 BE1798  HISTORY     - 19981117 GOOD             USPSQD
 BE1798  HISTORY     - 20020211 POOR             FLDEP
 BE1798  HISTORY     - 20040801 POOR             CHARPO
 BE1798
 BE1798                          STATION DESCRIPTION
 BE1798
 BE1798'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1798'SHELL POINT.
 BE1798'IN SHELL POINT, FLORIDA, THE MARK IS SET IN A CONCRETE SEAWALL ON THE
 BE1798'WEST BULKHEAD WEST OF THE LAUNCHING RAMP AT SHELL POINT MARINA. THE
 BE1798'MARK BEARS 17.0 FEET NORTH OF THE NORTH END OF THE FUEL DOCK, 0.6 FEET
 BE1798'EAST OF THE WEST EDGE OF THE BULKHEAD, AND 78.4 FEET SOUTH OF THE
 BE1798'NORTH END OF THE WEST BULKHEAD.
 BE1798
 BE1798                          STATION RECOVERY (1981)
 BE1798
 BE1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1798'IN SHELL POINT, ON THE APALACHEE BAY, AT THE MARINA OFFICE BUILDING,
 BE1798'IN TOP OF THE EAST SEAWALL WEST OF THE OFFICE BUILDING AND IS NORTH
 BE1798'OF THE NORTH END OF THE WOODEN DOCK OF THE REFUELING STATION, 24.68
 BE1798'METERS (81 FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE
 BE1798'BUILDING, 2.01 METERS (6.6 FEET) SOUTH OF THE SOUTH EDGE OF THE
 BE1798'WOODEN DOCK OF THE MOST NORTHERLY BOAT BIRTH.
 BE1798'THE MARK IS 0.3 M ABOVE PARKING LOT.
 BE1798
 BE1798                          STATION RECOVERY (1998)
 BE1798
 BE1798'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1798'RECOVERED IN GOOD CONDITION.
 BE1798
 BE1798                          STATION RECOVERY (2002)
 BE1798
 BE1798'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BE1798'RECOVERED AS DESCRIBED.
 BE1798
 BE1798                          STATION RECOVERY (2004)
 BE1798
 BE1798'RECOVERY NOTE BY CHARLES L POWELL SURVEYING 2004 (CLP)
 BE1798'BULKHEAD IS LEANING TO THE WEST 1'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1797 ***********************************************************************
 BE1797  DESIGNATION -  872 8229 TIDAL U
 BE1797  PID         -  BE1797
 BE1797  STATE/COUNTY-  FL/WAKULLA
 BE1797  USGS QUAD   -  SPRING CREEK (1992)
 BE1797
 BE1797                         *CURRENT SURVEY CONTROL
 BE1797  ___________________________________________________________________
 BE1797* NAD 83(1986)-  30 03 31.     (N)    084 17 38.     (W)     SCALED    
 BE1797* NAVD 88     -         1.695  (meters)       5.56   (feet)  ADJUSTED  
 BE1797  ___________________________________________________________________
 BE1797  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1797  DYNAMIC HT  -           1.693 (meters)       5.55  (feet)  COMP
 BE1797  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE1797
 BE1797  VERT ORDER  -  SECOND    CLASS I
 BE1797
 BE1797.The horizontal coordinates were scaled from a topographic map and have
 BE1797.an estimated accuracy of +/- 6 seconds.
 BE1797
 BE1797.The orthometric height was determined by differential leveling
 BE1797.and adjusted by the National Geodetic Survey in August 2004..
 BE1797
 BE1797.The geoid height was determined by GEOID03.
 BE1797
 BE1797.The dynamic height is computed by dividing the NAVD 88
 BE1797.geopotential number by the normal gravity value computed on the
 BE1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1797.degrees latitude (g = 980.6199 gals.).
 BE1797
 BE1797.The modeled gravity was interpolated from observed gravity values.
 BE1797
 BE1797;                    North         East    Units  Estimated Accuracy
 BE1797;SPC FL N     -   117,360.      619,870.      MT  (+/- 180 meters Scaled)
 BE1797
 BE1797                          SUPERSEDED SURVEY CONTROL
 BE1797
 BE1797  NAVD 88 (06/15/91)    1.556  (m)            5.11   (f) UNKNOWN     1 2
 BE1797
 BE1797.Superseded values are not recommended for survey control.
 BE1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1797.See file dsdata.txt to determine how the superseded data were derived.
 BE1797
 BE1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU608283(NAD 83)
 BE1797_MARKER: DB = BENCH MARK DISK
 BE1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1797_SP_SET: CONCRETE POST
 BE1797_STAMPING: DNR U
 BE1797_MARK LOGO: FLDNR 
 BE1797_PROJECTION: RECESSED 3 CENTIMETERS
 BE1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1797+STABILITY: SURFACE MOTION
 BE1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1797+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2001
 BE1797
 BE1797  HISTORY     - Date     Condition        Report By
 BE1797  HISTORY     - 1977     MONUMENTED       FLDNR
 BE1797  HISTORY     - 1981     GOOD             NGS
 BE1797  HISTORY     - 19981117 GOOD             USPSQD
 BE1797  HISTORY     - 20010114 GOOD             FLDEP
 BE1797
 BE1797                          STATION DESCRIPTION
 BE1797
 BE1797'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1797'SHELL POINT.
 BE1797'BEGIN ON STATE ROAD 367 IN SHELL POINT, FLORIDA, AT THE SOUTHERN END
 BE1797'OF PAVEMENT. PROCEED 41 FEET NORTH TO THE LOCATION OF THE MARK. THE
 BE1797'MARK BEARS 18.3 FEET WEST OF THE EXTENDED CENTERLINE OF STATE ROAD
 BE1797'367, AND 17.8 FEET NORTHEAST OF A 10 INCH DIAMETER CEDAR TREE.
 BE1797
 BE1797                          STATION RECOVERY (1981)
 BE1797
 BE1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1797'IN SHELL POINT, AT APALACHEE BAY, AT THE SOUTH END (DEAD END) OF
 BE1797'COUNTY ROAD S367, ON THE WEST SIDE OF THE ROAD JUST NORTH OF THE DEAD
 BE1797'END, A CONCRETE POST ENCASED IN A 3-INCH PLASTIC PIPE FLUSH WITH THE
 BE1797'GROUND, 23.16 METERS (76 FEET) SOUTH OF A FIRE HYDRANT, 14.18 METERS
 BE1797'(46.5 FEET) NORTHWEST OF THE DEAD END ROAD SIGN, 11.88 METERS (39
 BE1797'FEET) NORTH OF THE SOUTHWEST CORNER OF THE ASPHALT OF THE DEAD END
 BE1797'ROAD, 5.48 METERS (18 FEET) WEST OF THE CENTER OF THE ROAD.
 BE1797'THE MARK IS 0.18 M ABOVE ROAD.
 BE1797
 BE1797                          STATION RECOVERY (1998)
 BE1797
 BE1797'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1797'RECOVERED IN GOOD CONDITION.
 BE1797
 BE1797                          STATION RECOVERY (2001)
 BE1797
 BE1797'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (BPJ)
 BE1797'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF CRAWFORDVILLE, IN SHELL POINT,
 BE1797'IN ESTIMATED SECTION 121, TOWNSHIP 3, RANGE 1 WEST.
 BE1797' 
 BE1797'TO REACH THE MARK FROM THE POST OFFICE IN CRAWFORDVILLE, GO EAST ON
 BE1797'ARRAN ROAD FOR 0.3 MI TO THE INTERSECTION OF U.S. HIGHWAY 319, TURN
 BE1797'LEFT ON U.S. HIGHWAY 319 AND GO NORTH FOR 0.3 MI TO THE JUNCTION OF
 BE1797'COUNTY ROAD 61 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 61 AND GO
 BE1797'NORTHEAST ON COUNTY ROAD 61 FOR 4.0 MI TO THE INTERSECTION OF COUNTY
 BE1797'ROAD 365, TURN RIGHT ON COUNTY ROAD 365 AND GO SOUTH FOR 4.1 MI TO THE
 BE1797'INTERSECTION OF U.S. HIGHWAY 98, CONTINUE SOUTH ON COUNTY ROAD 365 FOR
 BE1797'1.35 MI TO THE JUNCTION OF COUNTY ROAD 367 ON THE LEFT, TURN LEFT ON
 BE1797'COUNTY ROAD 367 AND GO SOUTHEAST FOR 1.5 MI TO THE JUNCTION OF COUNTY
 BE1797'ROAD 367A ON THE LEFT, CONTINUE SOUTH ON COUNTY ROAD 367 FOR 3.2 MI TO
 BE1797'1557 SHELL POINT ROAD AND THE MARK ON THE LEFT, PROJECTING 0.6 FT
 BE1797'ABOVE THE LEVEL OF THE GROUND AND 0.6 FT ABOVE THE LEVEL OF THE ROAD,
 BE1797'UNDER THE U.S. COAST GUARD AUXILIARY BUILDING (ON STILTS).
 BE1797' 
 BE1797'LOCATED 107.5 FT SOUTH OF THE CENTERLINE OF SHELL POINT ROAD THAT RUNS
 BE1797'WEST OF THE U.S. COAST GUARD BUILDING, 76.1 FT SOUTH OF A FIRE
 BE1797'HYDRANT, ABOUT 53.0 FT NORTH OF THE GRASSLINE ON THE BEACH, 44.1 FT
 BE1797'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 22.3 FT NORTH OF THE
 BE1797'SOUTHWEST CORNER OF THE COAST GUARD BUILDING, 19.0 FT WEST OF THE
 BE1797'EXTENDED CENTERLINE OF SHELL POINT ROAD LEADING SOUTH, 3.9 FT EAST OF
 BE1797'A WOODEN FENCE, 2.8 FT WEST OF THE WEST EDGE OF A CONCRETE SLAB AND
 BE1797'0.5 FT WEST OF A METAL WITNESS POST.
 BE1797' 
 BE1797'NOTE  THE 2-INCH DISC IS RECESSED 0.15 FT BELOW THE TOP OF A 3-INCH
 BE1797'PVC PIPE EMBEDDED IN AN 8-INCH ROUND CONCRETE MONUMENT PROJECTING 0.4
 BE1797'FT ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH SHELL POINT ROAD.
 BE1797' 
 BE1797'NOTE  PLUGS REQUIRED.
 BE1797' 
 BE1797'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1793 ***********************************************************************
 BE1793  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1793  DESIGNATION -  872 8231 TIDAL AE 1
 BE1793  PID         -  BE1793
 BE1793  STATE/COUNTY-  FL/WAKULLA
 BE1793  USGS QUAD   -  SPRING CREEK (1992)
 BE1793
 BE1793                         *CURRENT SURVEY CONTROL
 BE1793  ___________________________________________________________________
 BE1793* NAD 83(1986)-  30 04 42.     (N)    084 19 41.     (W)     SCALED    
 BE1793* NAVD 88     -         1.062  (meters)       3.48   (feet)  ADJUSTED  
 BE1793  ___________________________________________________________________
 BE1793  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1793  DYNAMIC HT  -           1.061 (meters)       3.48  (feet)  COMP
 BE1793  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BE1793
 BE1793  VERT ORDER  -  SECOND    CLASS I
 BE1793
 BE1793.The horizontal coordinates were scaled from a topographic map and have
 BE1793.an estimated accuracy of +/- 6 seconds.
 BE1793
 BE1793.The orthometric height was determined by differential leveling
 BE1793.and adjusted by the National Geodetic Survey in June 1991..
 BE1793
 BE1793.This Tidal Bench Mark is designated as VM 8304
 BE1793.by the Center for Operational Oceanographic Products and Services.
 BE1793
 BE1793.The geoid height was determined by GEOID03.
 BE1793
 BE1793.The dynamic height is computed by dividing the NAVD 88
 BE1793.geopotential number by the normal gravity value computed on the
 BE1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1793.degrees latitude (g = 980.6199 gals.).
 BE1793
 BE1793.The modeled gravity was interpolated from observed gravity values.
 BE1793
 BE1793;                    North         East    Units  Estimated Accuracy
 BE1793;SPC FL N     -   119,540.      616,580.      MT  (+/- 180 meters Scaled)
 BE1793
 BE1793                          SUPERSEDED SURVEY CONTROL
 BE1793
 BE1793.No superseded survey control is available for this station.
 BE1793
 BE1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU575304(NAD 83)
 BE1793_MARKER: DJ = TIDAL STATION DISK
 BE1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1793_SP_SET: SEAWALL
 BE1793_STAMPING: 300842 AE 1 1975
 BE1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1793
 BE1793  HISTORY     - Date     Condition        Report By
 BE1793  HISTORY     - 1975     MONUMENTED       FLDNR
 BE1793  HISTORY     - 1977     GOOD             FLDNR
 BE1793  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BE1793
 BE1793                          STATION DESCRIPTION
 BE1793
 BE1793'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1793'SPRING CREEK.
 BE1793'BEGIN AT THE INTERSECTION OF STATE ROAD 375 AND STATE ROAD 365.
 BE1793'PROCEED SOUTH ALONG STATE ROAD 365 FOR 1.5 MILES TO THE LAST DIRT
 BE1793'ROAD TO THE LEFT AT SPRING CREEK. PROCEED SOUTHEAST ALONG THE
 BE1793'DIRT ROAD 0.1 MILES TO THE FIRST DIRT ROAD TO THE RIGHT, THENCE
 BE1793'SOUTHWEST ALONG THIS DIRT ROAD TO WALLIS LANDING. THE MARK BEARS 12.9
 BE1793'FEET SOUTH OF THE SOUTHEAST CORNER OF A TWO STORY BUILDING,
 BE1793'70.3 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 0.9 FEET
 BE1793'NORTHWEST OF THE EDGE OF A SEAWALL.
 BE1793
 BE1793                          STATION RECOVERY (1999)
 BE1793
 BE1793'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1792 ***********************************************************************
 BE1792  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1792  DESIGNATION -  872 8231 TIDAL AE 2
 BE1792  PID         -  BE1792
 BE1792  STATE/COUNTY-  FL/WAKULLA
 BE1792  USGS QUAD   -  SPRING CREEK (1992)
 BE1792
 BE1792                         *CURRENT SURVEY CONTROL
 BE1792  ___________________________________________________________________
 BE1792* NAD 83(1986)-  30 04 43.     (N)    084 19 41.     (W)     SCALED    
 BE1792* NAVD 88     -         1.331  (meters)       4.37   (feet)  ADJUSTED  
 BE1792  ___________________________________________________________________
 BE1792  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1792  DYNAMIC HT  -           1.329 (meters)       4.36  (feet)  COMP
 BE1792  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 BE1792
 BE1792  VERT ORDER  -  SECOND    CLASS I
 BE1792
 BE1792.The horizontal coordinates were scaled from a topographic map and have
 BE1792.an estimated accuracy of +/- 6 seconds.
 BE1792
 BE1792.The orthometric height was determined by differential leveling
 BE1792.and adjusted by the National Geodetic Survey in June 1991..
 BE1792
 BE1792.This Tidal Bench Mark is designated as VM 8305
 BE1792.by the Center for Operational Oceanographic Products and Services.
 BE1792
 BE1792.The geoid height was determined by GEOID03.
 BE1792
 BE1792.The dynamic height is computed by dividing the NAVD 88
 BE1792.geopotential number by the normal gravity value computed on the
 BE1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1792.degrees latitude (g = 980.6199 gals.).
 BE1792
 BE1792.The modeled gravity was interpolated from observed gravity values.
 BE1792
 BE1792;                    North         East    Units  Estimated Accuracy
 BE1792;SPC FL N     -   119,570.      616,580.      MT  (+/- 180 meters Scaled)
 BE1792
 BE1792                          SUPERSEDED SURVEY CONTROL
 BE1792
 BE1792.No superseded survey control is available for this station.
 BE1792
 BE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU575305(NAD 83)
 BE1792_MARKER: DJ = TIDAL STATION DISK
 BE1792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1792_SP_SET: COPPER CLAD STEEL ROD
 BE1792_STAMPING: 300842 AE 2 1975
 BE1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1792
 BE1792  HISTORY     - Date     Condition        Report By
 BE1792  HISTORY     - 1975     MONUMENTED       FLDNR
 BE1792  HISTORY     - 1977     GOOD             FLDNR
 BE1792  HISTORY     - 19990227 GOOD             USPSQD
 BE1792
 BE1792                          STATION DESCRIPTION
 BE1792
 BE1792'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1792'SPRING CREEK.
 BE1792'BEGIN AT THE INTERSECTION OF STATE ROAD S 375 AND STATE ROAD 365.
 BE1792'PROCEED SOUTH ALONG STATE ROAD 365 FOR 1.5 MILES TO THE LAST DIRT
 BE1792'ROAD ON THE LEFT AT SPRING CREEK. PROCEED SOUTHEAST ALONG THE
 BE1792'DIRT ROAD 0.1 MILES TO THE FIRST DIRT ROAD TO THE RIGHT, THENCE
 BE1792'SOUTHWEST ALONG THIS DIRT ROAD 0.1 MILES TO WALLIS LANDING. THE MARK
 BE1792'BEARS 12 FEET SOUTHEAST FROM THE CENTER LINE OF THE DIRT ROAD,
 BE1792'39.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF WALLIS LANDING,
 BE1792'3.6 FEET SOUTH SOUTHWEST OF A POWER POLE, 8.4 FEET SOUTH-SOUTHWEST
 BE1792'OF A 1.4 FOOT DIAMETER PALM TREE.
 BE1792
 BE1792                          STATION RECOVERY (1999)
 BE1792
 BE1792'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1791 ***********************************************************************
 BE1791  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1791  DESIGNATION -  872 8231 TIDAL AE 3
 BE1791  PID         -  BE1791
 BE1791  STATE/COUNTY-  FL/WAKULLA
 BE1791  USGS QUAD   -  SPRING CREEK (1992)
 BE1791
 BE1791                         *CURRENT SURVEY CONTROL
 BE1791  ___________________________________________________________________
 BE1791* NAD 83(1986)-  30 04 47.     (N)    084 19 40.     (W)     SCALED    
 BE1791* NAVD 88     -         1.278  (meters)       4.19   (feet)  ADJUSTED  
 BE1791  ___________________________________________________________________
 BE1791  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1791  DYNAMIC HT  -           1.276 (meters)       4.19  (feet)  COMP
 BE1791  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 BE1791
 BE1791  VERT ORDER  -  SECOND    CLASS I
 BE1791
 BE1791.The horizontal coordinates were scaled from a topographic map and have
 BE1791.an estimated accuracy of +/- 6 seconds.
 BE1791
 BE1791.The orthometric height was determined by differential leveling
 BE1791.and adjusted by the National Geodetic Survey in June 1991..
 BE1791
 BE1791.This Tidal Bench Mark is designated as VM 8306
 BE1791.by the Center for Operational Oceanographic Products and Services.
 BE1791
 BE1791.The geoid height was determined by GEOID03.
 BE1791
 BE1791.The dynamic height is computed by dividing the NAVD 88
 BE1791.geopotential number by the normal gravity value computed on the
 BE1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1791.degrees latitude (g = 980.6199 gals.).
 BE1791
 BE1791.The modeled gravity was interpolated from observed gravity values.
 BE1791
 BE1791;                    North         East    Units  Estimated Accuracy
 BE1791;SPC FL N     -   119,700.      616,600.      MT  (+/- 180 meters Scaled)
 BE1791
 BE1791                          SUPERSEDED SURVEY CONTROL
 BE1791
 BE1791.No superseded survey control is available for this station.
 BE1791
 BE1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU575306(NAD 83)
 BE1791_MARKER: DJ = TIDAL STATION DISK
 BE1791_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1791_SP_SET: COPPER CLAD STEEL ROD
 BE1791_STAMPING: 300842 AE 3 1975
 BE1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1791
 BE1791  HISTORY     - Date     Condition        Report By
 BE1791  HISTORY     - 1975     MONUMENTED       FLDNR
 BE1791  HISTORY     - 1977     GOOD             FLDNR
 BE1791  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BE1791
 BE1791                          STATION DESCRIPTION
 BE1791
 BE1791'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1791'SPRING CREEK.
 BE1791'BEGINNING AT THE INTERSECTION OF STATE ROAD S 375 AND STATE ROAD 365.
 BE1791'PROCEED SOUTH ALONG STATE ROAD 365 FOR 1.5 MILES TO THE LAST DIRT
 BE1791'ROAD TO THE LEFT AT SPRING CREEK, THENCE SOUTHEAST ALONG THE DIRT
 BE1791'ROAD 0.1 MILES TO THE FIRST DIRT ROAD ON THE RIGHT. THE MARK IS WEST
 BE1791'OF THE INTERSECTION, 17.9 FEET SOUTH SOUTHWEST OF THE DIRT ROAD,
 BE1791'8 FEET EAST OF A FIRE HYDRANT, 41.8 FEET NORTHEAST OF A 1.2 FOOT
 BE1791'DIAMETER OAK TREE, AND 45.8 FEET SOUTHEAST OF AN 0.8 FOOT DIAMETER
 BE1791'CEDAR TREE.
 BE1791
 BE1791                          STATION RECOVERY (1999)
 BE1791
 BE1791'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1790 ***********************************************************************
 BE1790  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1790  DESIGNATION -  872 8231 TIDAL AE 4
 BE1790  PID         -  BE1790
 BE1790  STATE/COUNTY-  FL/WAKULLA
 BE1790  USGS QUAD   -  SPRING CREEK (1992)
 BE1790
 BE1790                         *CURRENT SURVEY CONTROL
 BE1790  ___________________________________________________________________
 BE1790* NAD 83(1986)-  30 04 44.     (N)    084 19 37.     (W)     SCALED    
 BE1790* NAVD 88     -         1.369  (meters)       4.49   (feet)  ADJUSTED  
 BE1790  ___________________________________________________________________
 BE1790  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1790  DYNAMIC HT  -           1.367 (meters)       4.48  (feet)  COMP
 BE1790  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BE1790
 BE1790  VERT ORDER  -  SECOND    CLASS I
 BE1790
 BE1790.The horizontal coordinates were scaled from a topographic map and have
 BE1790.an estimated accuracy of +/- 6 seconds.
 BE1790
 BE1790.The orthometric height was determined by differential leveling
 BE1790.and adjusted by the National Geodetic Survey in June 1991..
 BE1790
 BE1790.This Tidal Bench Mark is designated as VM 8307
 BE1790.by the Center for Operational Oceanographic Products and Services.
 BE1790
 BE1790.The geoid height was determined by GEOID03.
 BE1790
 BE1790.The dynamic height is computed by dividing the NAVD 88
 BE1790.geopotential number by the normal gravity value computed on the
 BE1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1790.degrees latitude (g = 980.6199 gals.).
 BE1790
 BE1790.The modeled gravity was interpolated from observed gravity values.
 BE1790
 BE1790;                    North         East    Units  Estimated Accuracy
 BE1790;SPC FL N     -   119,610.      616,680.      MT  (+/- 180 meters Scaled)
 BE1790
 BE1790                          SUPERSEDED SURVEY CONTROL
 BE1790
 BE1790.No superseded survey control is available for this station.
 BE1790
 BE1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU576305(NAD 83)
 BE1790_MARKER: DJ = TIDAL STATION DISK
 BE1790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1790_SP_SET: COPPER CLAD STEET ROD
 BE1790_STAMPING: 300842 AE 4 1975
 BE1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1790
 BE1790  HISTORY     - Date     Condition        Report By
 BE1790  HISTORY     - 1975     MONUMENTED       FLDNR
 BE1790  HISTORY     - 1977     GOOD             FLDNR
 BE1790  HISTORY     - 19990218 GOOD             USPSQD
 BE1790
 BE1790                          STATION DESCRIPTION
 BE1790
 BE1790'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1790'SPRING CREEK.
 BE1790'BEGIN AT THE INTERSECTION OF STATE ROAD S 375 AND STATE ROAD 365.
 BE1790'PROCEED SOUTH ALONG STATE ROAD 365 FOR 1.5 MILES TO THE LAST DIRT
 BE1790'ROAD TO THE LEFT AT SPRING CREEK.  PROCEED SOUTHEAST ALONG THE DIRT
 BE1790'ROAD 0.2 MILES TO A T INTERSECTION AND THE MARK. THE MARK BEARS 34.9
 BE1790'FEET WEST OF THE CENTER OF THE T INTERSECTION, 11.3 FEET SOUTHEAST
 BE1790'OF A 1.4 FOOT DIAMETER PINE TREE, 32.1 FEET SOUTHEAST OF A SMALL
 BE1790'CONCRETE BLOCK HOUSE LOCATED AT THE SOUTHWEST CORNET OF THE T
 BE1790'INTERSECTION, 1.4 FEET SOUTH-SOUTHWEST OF A POWER POLE.
 BE1790
 BE1790                          STATION RECOVERY (1999)
 BE1790
 BE1790'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1789 ***********************************************************************
 BE1789  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1789  DESIGNATION -  872 8231 TIDAL AE 5
 BE1789  PID         -  BE1789
 BE1789  STATE/COUNTY-  FL/WAKULLA
 BE1789  USGS QUAD   -  SPRING CREEK (1992)
 BE1789
 BE1789                         *CURRENT SURVEY CONTROL
 BE1789  ___________________________________________________________________
 BE1789* NAD 83(1986)-  30 04 56.     (N)    084 19 38.     (W)     SCALED    
 BE1789* NAVD 88     -         1.853  (meters)       6.08   (feet)  ADJUSTED  
 BE1789  ___________________________________________________________________
 BE1789  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BE1789  DYNAMIC HT  -           1.851 (meters)       6.07  (feet)  COMP
 BE1789  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 BE1789
 BE1789  VERT ORDER  -  SECOND    CLASS I
 BE1789
 BE1789.The horizontal coordinates were scaled from a topographic map and have
 BE1789.an estimated accuracy of +/- 6 seconds.
 BE1789
 BE1789.The orthometric height was determined by differential leveling
 BE1789.and adjusted by the National Geodetic Survey in June 1991..
 BE1789
 BE1789.This Tidal Bench Mark is designated as VM 8308
 BE1789.by the Center for Operational Oceanographic Products and Services.
 BE1789
 BE1789.The geoid height was determined by GEOID03.
 BE1789
 BE1789.The dynamic height is computed by dividing the NAVD 88
 BE1789.geopotential number by the normal gravity value computed on the
 BE1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1789.degrees latitude (g = 980.6199 gals.).
 BE1789
 BE1789.The modeled gravity was interpolated from observed gravity values.
 BE1789
 BE1789;                    North         East    Units  Estimated Accuracy
 BE1789;SPC FL N     -   119,970.      616,660.      MT  (+/- 180 meters Scaled)
 BE1789
 BE1789                          SUPERSEDED SURVEY CONTROL
 BE1789
 BE1789.No superseded survey control is available for this station.
 BE1789
 BE1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU576309(NAD 83)
 BE1789_MARKER: DJ = TIDAL STATION DISK
 BE1789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1789_SP_SET: CONCRETE CULVERT HEADWALL
 BE1789_STAMPING: 300842 AE 5 1975
 BE1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1789
 BE1789  HISTORY     - Date     Condition        Report By
 BE1789  HISTORY     - 1975     MONUMENTED       FLDNR
 BE1789  HISTORY     - 1977     GOOD             FLDNR
 BE1789  HISTORY     - 19981021 GOOD             USPSQD
 BE1789
 BE1789                          STATION DESCRIPTION
 BE1789
 BE1789'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1789'SPRING CREEK.
 BE1789'BEGINNING AT THE INTERSECTION OF STATE ROAD 365 AND STATE ROAD S 375.
 BE1789'PROCEED SOUTH ALONG STATE ROAD 365 FOR 1.4 MILES TO THE MARK ON THE
 BE1789'RIGHT. THE MARK BEARS 16.5 FEET NORTHWEST OF THE CENTER LINE OF STATE
 BE1789'ROAD 365, 43.7 FEET WEST -NORTHWEST OF A FIRE HYDRANT, 54.7 FEET
 BE1789'SOUTH OF POWER POLE NUMBER A4-144, 63 FEET WEST-NORTHWEST OF POWER
 BE1789'POLE NUMBER B-31.
 BE1789
 BE1789                          STATION RECOVERY (1998)
 BE1789
 BE1789'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0477 ***********************************************************************
 AS0477  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0477  DESIGNATION -  872 8237 A TIDAL
 AS0477  PID         -  AS0477
 AS0477  STATE/COUNTY-  FL/FRANKLIN
 AS0477  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0477
 AS0477                         *CURRENT SURVEY CONTROL
 AS0477  ___________________________________________________________________
 AS0477* NAD 83(1986)-  29 56 50.     (N)    084 20 30.     (W)     SCALED    
 AS0477* NAVD 88     -         1.027  (meters)       3.37   (feet)  ADJUSTED  
 AS0477  ___________________________________________________________________
 AS0477  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AS0477  DYNAMIC HT  -           1.025 (meters)       3.36  (feet)  COMP
 AS0477  MODELED GRAV-     979,326.0   (mgal)                       NAVD 88
 AS0477
 AS0477  VERT ORDER  -  SECOND    CLASS I
 AS0477
 AS0477.The horizontal coordinates were scaled from a topographic map and have
 AS0477.an estimated accuracy of +/- 6 seconds.
 AS0477
 AS0477.The orthometric height was determined by differential leveling
 AS0477.and adjusted by the National Geodetic Survey in June 1991..
 AS0477
 AS0477.This Tidal Bench Mark is designated as VM 8309
 AS0477.by the Center for Operational Oceanographic Products and Services.
 AS0477
 AS0477.The geoid height was determined by GEOID03.
 AS0477
 AS0477.The dynamic height is computed by dividing the NAVD 88
 AS0477.geopotential number by the normal gravity value computed on the
 AS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0477.degrees latitude (g = 980.6199 gals.).
 AS0477
 AS0477.The modeled gravity was interpolated from observed gravity values.
 AS0477
 AS0477;                    North         East    Units  Estimated Accuracy
 AS0477;SPC FL N     -   105,010.      615,280.      MT  (+/- 180 meters Scaled)
 AS0477
 AS0477                          SUPERSEDED SURVEY CONTROL
 AS0477
 AS0477.No superseded survey control is available for this station.
 AS0477
 AS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU565159(NAD 83)
 AS0477_MARKER: DJ = TIDAL STATION DISK
 AS0477_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0477_SP_SET: COPPER-CLAD STEEL ROD
 AS0477_STAMPING: 8237 A 1976
 AS0477_MARK LOGO: FLDNR 
 AS0477_PROJECTION: PROJECTING 10 CENTIMETERS
 AS0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0477_ROD/PIPE-DEPTH: 12.2 meters
 AS0477
 AS0477  HISTORY     - Date     Condition        Report By
 AS0477  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0477  HISTORY     - 1979     GOOD             FLDNR
 AS0477  HISTORY     - 1986     GOOD             FLDNR
 AS0477
 AS0477                          STATION DESCRIPTION
 AS0477
 AS0477'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0477'12.5 MI SE FROM PANACEA.
 AS0477'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US 98. PROCEED 4 MILES
 AS0477'ON STATE ROAD 370 TO GULF SHORE BOULEVARD. PROCEED NORTH ON GULF SHORE
 AS0477'BOULEVARD TO ITS END. THE MARK BEARS 35.2 FEET WEST SOUTHWEST OF THE
 AS0477'CENTERLINE OF GULF SHORE BOULEVARD, 21.2 FEET EAST OF THE EAST END OF
 AS0477'A TIDAL SLOUGH.
 AS0477'THE MARK IS 2 FT  S FROM A WITNESS POST.
 AS0477
 AS0477                          STATION RECOVERY (1986)
 AS0477
 AS0477'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0476 ***********************************************************************
 AS0476  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0476  DESIGNATION -  872 8237 B TIDAL
 AS0476  PID         -  AS0476
 AS0476  STATE/COUNTY-  FL/FRANKLIN
 AS0476  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0476
 AS0476                         *CURRENT SURVEY CONTROL
 AS0476  ___________________________________________________________________
 AS0476* NAD 83(1986)-  29 56 45.     (N)    084 20 28.     (W)     SCALED    
 AS0476* NAVD 88     -         1.247  (meters)       4.09   (feet)  ADJUSTED  
 AS0476  ___________________________________________________________________
 AS0476  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AS0476  DYNAMIC HT  -           1.245 (meters)       4.08  (feet)  COMP
 AS0476  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 AS0476
 AS0476  VERT ORDER  -  SECOND    CLASS I
 AS0476
 AS0476.The horizontal coordinates were scaled from a topographic map and have
 AS0476.an estimated accuracy of +/- 6 seconds.
 AS0476
 AS0476.The orthometric height was determined by differential leveling
 AS0476.and adjusted by the National Geodetic Survey in June 1991..
 AS0476
 AS0476.This Tidal Bench Mark is designated as VM 8310
 AS0476.by the Center for Operational Oceanographic Products and Services.
 AS0476
 AS0476.The geoid height was determined by GEOID03.
 AS0476
 AS0476.The dynamic height is computed by dividing the NAVD 88
 AS0476.geopotential number by the normal gravity value computed on the
 AS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0476.degrees latitude (g = 980.6199 gals.).
 AS0476
 AS0476.The modeled gravity was interpolated from observed gravity values.
 AS0476
 AS0476;                    North         East    Units  Estimated Accuracy
 AS0476;SPC FL N     -   104,850.      615,340.      MT  (+/- 180 meters Scaled)
 AS0476
 AS0476                          SUPERSEDED SURVEY CONTROL
 AS0476
 AS0476.No superseded survey control is available for this station.
 AS0476
 AS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU566157(NAD 83)
 AS0476_MARKER: DJ = TIDAL STATION DISK
 AS0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0476_SP_SET: COPPER-CLAD STEEL ROD
 AS0476_STAMPING: 8237 B 1976
 AS0476_MARK LOGO: FLDNR 
 AS0476_PROJECTION: FLUSH
 AS0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0476_ROD/PIPE-DEPTH: 12.2 meters
 AS0476
 AS0476  HISTORY     - Date     Condition        Report By
 AS0476  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0476  HISTORY     - 1979     GOOD             FLDNR
 AS0476  HISTORY     - 1986     GOOD             FLDNR
 AS0476
 AS0476                          STATION DESCRIPTION
 AS0476
 AS0476'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0476'12.5 MI SE FROM PANACEA.
 AS0476'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US HIGHWAY 98. PROCEED
 AS0476'4 MILES ON STATE ROAD 370 TO GULF SHORE BOULEVARD, THENCE NORTH ON
 AS0476'GULF SHORE BOULEVARD TO ITS END. THE MARK BEARS 250 YARDS SOUTH OF
 AS0476'BENCH MARK 8237 A, 30.7 FEET WEST OF THE CENTERLINE OF GULF SHORE
 AS0476'BOULEVARD, 47.6 FEET SOUTHWEST OF THE INTERSECTION OF GULF SHORE
 AS0476'BOULEVARD AND A DIM TRACK ROAD, AND 53.1 FEET SOUTHEAST OF A 1.5 FOOT
 AS0476'DIAMETER PINE TREE.
 AS0476'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AS0476
 AS0476                          STATION RECOVERY (1986)
 AS0476
 AS0476'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0475 ***********************************************************************
 AS0475  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0475  DESIGNATION -  872 8237 C TIDAL
 AS0475  PID         -  AS0475
 AS0475  STATE/COUNTY-  FL/FRANKLIN
 AS0475  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0475
 AS0475                         *CURRENT SURVEY CONTROL
 AS0475  ___________________________________________________________________
 AS0475* NAD 83(1986)-  29 56 40.     (N)    084 20 25.     (W)     SCALED    
 AS0475* NAVD 88     -         1.455  (meters)       4.77   (feet)  ADJUSTED  
 AS0475  ___________________________________________________________________
 AS0475  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AS0475  DYNAMIC HT  -           1.453 (meters)       4.77  (feet)  COMP
 AS0475  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 AS0475
 AS0475  VERT ORDER  -  SECOND    CLASS I
 AS0475
 AS0475.The horizontal coordinates were scaled from a topographic map and have
 AS0475.an estimated accuracy of +/- 6 seconds.
 AS0475
 AS0475.The orthometric height was determined by differential leveling
 AS0475.and adjusted by the National Geodetic Survey in June 1991..
 AS0475
 AS0475.This Tidal Bench Mark is designated as VM 8311
 AS0475.by the Center for Operational Oceanographic Products and Services.
 AS0475
 AS0475.The geoid height was determined by GEOID03.
 AS0475
 AS0475.The dynamic height is computed by dividing the NAVD 88
 AS0475.geopotential number by the normal gravity value computed on the
 AS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0475.degrees latitude (g = 980.6199 gals.).
 AS0475
 AS0475.The modeled gravity was interpolated from observed gravity values.
 AS0475
 AS0475;                    North         East    Units  Estimated Accuracy
 AS0475;SPC FL N     -   104,700.      615,420.      MT  (+/- 180 meters Scaled)
 AS0475
 AS0475                          SUPERSEDED SURVEY CONTROL
 AS0475
 AS0475.No superseded survey control is available for this station.
 AS0475
 AS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU567156(NAD 83)
 AS0475_MARKER: DJ = TIDAL STATION DISK
 AS0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0475_SP_SET: COPPER-CLAD STEEL ROD
 AS0475_STAMPING: 8237 C 1976
 AS0475_MARK LOGO: FLDNR 
 AS0475_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0475_ROD/PIPE-DEPTH: 11.0 meters
 AS0475
 AS0475  HISTORY     - Date     Condition        Report By
 AS0475  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0475  HISTORY     - 1979     GOOD             FLDNR
 AS0475  HISTORY     - 1986     GOOD             FLDNR
 AS0475
 AS0475                          STATION DESCRIPTION
 AS0475
 AS0475'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0475'12.5 MI SE FROM PANACEA.
 AS0475'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 4 MILES SOUTH
 AS0475'ON CR 370 TO THE JUNCTION OF GULF SHORE BOULEVARD, THENCE EAST AND
 AS0475'NORTH ALONG GULF SHORE BOULEVARD TO ITS END. THE MARK BEARS 170 YARD
 AS0475'SOUTH SOUTHEAST OF BENCH MARK 8237 B, 26.9 FEET EAST NORTHEAST OF GULF
 AS0475'SHORE BOULEVARD CENTERLINE, 36.6 FEET NORTH OF A DIM TRACK ROAD
 AS0475'CENTERLINE, AND 44.9 FEET WEST OF A 12 INCH DIAMETER OAK TREE WITH
 AS0475'MULTIPLE BRANCHING AT THE LOWER TRUNK.
 AS0475'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AS0475
 AS0475                          STATION RECOVERY (1986)
 AS0475
 AS0475'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0474 ***********************************************************************
 AS0474  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0474  DESIGNATION -  872 8237 D TIDAL
 AS0474  PID         -  AS0474
 AS0474  STATE/COUNTY-  FL/FRANKLIN
 AS0474  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0474
 AS0474                         *CURRENT SURVEY CONTROL
 AS0474  ___________________________________________________________________
 AS0474* NAD 83(1986)-  29 56 31.     (N)    084 20 22.     (W)     SCALED    
 AS0474* NAVD 88     -         3.150  (meters)      10.33   (feet)  ADJUSTED  
 AS0474  ___________________________________________________________________
 AS0474  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AS0474  DYNAMIC HT  -           3.146 (meters)      10.32  (feet)  COMP
 AS0474  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 AS0474
 AS0474  VERT ORDER  -  SECOND    CLASS I
 AS0474
 AS0474.The horizontal coordinates were scaled from a topographic map and have
 AS0474.an estimated accuracy of +/- 6 seconds.
 AS0474
 AS0474.The orthometric height was determined by differential leveling
 AS0474.and adjusted by the National Geodetic Survey in June 1991..
 AS0474
 AS0474.This Tidal Bench Mark is designated as VM 8312
 AS0474.by the Center for Operational Oceanographic Products and Services.
 AS0474
 AS0474.The geoid height was determined by GEOID03.
 AS0474
 AS0474.The dynamic height is computed by dividing the NAVD 88
 AS0474.geopotential number by the normal gravity value computed on the
 AS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0474.degrees latitude (g = 980.6199 gals.).
 AS0474
 AS0474.The modeled gravity was interpolated from observed gravity values.
 AS0474
 AS0474;                    North         East    Units  Estimated Accuracy
 AS0474;SPC FL N     -   104,420.      615,500.      MT  (+/- 180 meters Scaled)
 AS0474
 AS0474                          SUPERSEDED SURVEY CONTROL
 AS0474
 AS0474.No superseded survey control is available for this station.
 AS0474
 AS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU568153(NAD 83)
 AS0474_MARKER: DJ = TIDAL STATION DISK
 AS0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0474_SP_SET: CONCRETE POST
 AS0474_STAMPING: 8237 D 1976
 AS0474_MARK LOGO: FLDNR 
 AS0474_PROJECTION: FLUSH
 AS0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0474+STABILITY: SURFACE MOTION
 AS0474
 AS0474  HISTORY     - Date     Condition        Report By
 AS0474  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0474  HISTORY     - 1979     GOOD             FLDNR
 AS0474  HISTORY     - 1986     GOOD             FLDNR
 AS0474
 AS0474                          STATION DESCRIPTION
 AS0474
 AS0474'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0474'12.5 MI SE FROM PANACEA.
 AS0474'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US 98. PROCEED 4 MILES
 AS0474'ON STATE ROAD 370 TO GULF SHORE BOULEVARD, THENCE NORTH ON GULF SHORE
 AS0474'BOULEVARD TO ITS END. THE MARK BEARS 220 YARDS SOUTH SOUTHWEST OF
 AS0474'BENCH MARK 8237 C, 54.0 FEET SOUTHWEST OF THE CENTERLINE OF GULF SHORE
 AS0474'BOULEVARD, 22.9 FEET SOUTH OF A 0.5 FOOT DIAMETER LONE PINE TREE AT
 AS0474'THE EDGE OF ROAD RIGHT OF WAY, AND 2.4 FEET SOUTHEAST OF A METAL
 AS0474'WITNESS POST.
 AS0474'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 AS0474
 AS0474                          STATION RECOVERY (1986)
 AS0474
 AS0474'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0457 ***********************************************************************
 AS0457  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0457  DESIGNATION -  872 8255 A TIDAL FLDNR
 AS0457  PID         -  AS0457
 AS0457  STATE/COUNTY-  FL/FRANKLIN
 AS0457  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0457
 AS0457                         *CURRENT SURVEY CONTROL
 AS0457  ___________________________________________________________________
 AS0457* NAD 83(1986)-  29 54 48.     (N)    084 22 05.     (W)     SCALED    
 AS0457* NAVD 88     -         1.278  (meters)       4.19   (feet)  ADJUSTED  
 AS0457  ___________________________________________________________________
 AS0457  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0457  DYNAMIC HT  -           1.277 (meters)       4.19  (feet)  COMP
 AS0457  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 AS0457
 AS0457  VERT ORDER  -  SECOND    CLASS I
 AS0457
 AS0457.The horizontal coordinates were scaled from a topographic map and have
 AS0457.an estimated accuracy of +/- 6 seconds.
 AS0457
 AS0457.The orthometric height was determined by differential leveling
 AS0457.and adjusted by the National Geodetic Survey in June 1991..
 AS0457
 AS0457.This Tidal Bench Mark is designated as VM 9773
 AS0457.by the Center for Operational Oceanographic Products and Services.
 AS0457
 AS0457.The geoid height was determined by GEOID03.
 AS0457
 AS0457.The dynamic height is computed by dividing the NAVD 88
 AS0457.geopotential number by the normal gravity value computed on the
 AS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0457.degrees latitude (g = 980.6199 gals.).
 AS0457
 AS0457.The modeled gravity was interpolated from observed gravity values.
 AS0457
 AS0457;                    North         East    Units  Estimated Accuracy
 AS0457;SPC FL N     -   101,250.      612,740.      MT  (+/- 180 meters Scaled)
 AS0457
 AS0457                          SUPERSEDED SURVEY CONTROL
 AS0457
 AS0457.No superseded survey control is available for this station.
 AS0457
 AS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU541120(NAD 83)
 AS0457_MARKER: DJ = TIDAL STATION DISK
 AS0457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0457_SP_SET: COPPER-CLAD STEEL ROD
 AS0457_STAMPING: 8255 A 1976
 AS0457_PROJECTION: PROJECTING 10 CENTIMETERS
 AS0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0457_ROD/PIPE-DEPTH: 9.75 meters
 AS0457
 AS0457  HISTORY     - Date     Condition        Report By
 AS0457  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0457  HISTORY     - 1979     GOOD             FLDNR
 AS0457  HISTORY     - 19980418 GOOD             USPSQD
 AS0457
 AS0457                          STATION DESCRIPTION
 AS0457
 AS0457'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0457'9.0 MI SE FROM PANACEA.
 AS0457'BEGIN AT THE INTERSECTION OF US 98 AND STATE ROAD 370. PROCEED EAST ON
 AS0457'STATE ROAD 370 FOR 2.6 MILES TO A SHELL ROAD ON THE RIGHT. PROCEED
 AS0457'SOUTH ON SHELL ROAD 150 FEET TO A STILT HOUSE ON THE LEFT. THE MARK
 AS0457'IS LOCATED SOUTHWEST OF THE HOUSE, AND BEARS 87.8 FEET SOUTHWEST OF
 AS0457'THE SOUTHWEST CORNER OF STILT HOUSE, 85.7 FEET WEST NORTHWEST OF
 AS0457'DOCK, 46.2 FEET WEST OF A 1.5 FOOT OAK TREE, AND 6.3 FEET SOUTH OF A
 AS0457'FENCE CORNER AT THE SOUTHWEST CORNER OF J. JOYCE PROPERTY.
 AS0457'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AS0457
 AS0457                          STATION RECOVERY (1998)
 AS0457
 AS0457'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0456 ***********************************************************************
 AS0456  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0456  DESIGNATION -  872 8255 B TIDAL FLDNR
 AS0456  PID         -  AS0456
 AS0456  STATE/COUNTY-  FL/FRANKLIN
 AS0456  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0456
 AS0456                         *CURRENT SURVEY CONTROL
 AS0456  ___________________________________________________________________
 AS0456* NAD 83(1986)-  29 54 51.     (N)    084 22 03.     (W)     SCALED    
 AS0456* NAVD 88     -         3.514  (meters)      11.53   (feet)  ADJUSTED  
 AS0456  ___________________________________________________________________
 AS0456  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0456  DYNAMIC HT  -           3.509 (meters)      11.51  (feet)  COMP
 AS0456  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 AS0456
 AS0456  VERT ORDER  -  SECOND    CLASS I
 AS0456
 AS0456.The horizontal coordinates were scaled from a topographic map and have
 AS0456.an estimated accuracy of +/- 6 seconds.
 AS0456
 AS0456.The orthometric height was determined by differential leveling
 AS0456.and adjusted by the National Geodetic Survey in June 1991..
 AS0456
 AS0456.This Tidal Bench Mark is designated as VM 9774
 AS0456.by the Center for Operational Oceanographic Products and Services.
 AS0456
 AS0456.The geoid height was determined by GEOID03.
 AS0456
 AS0456.The dynamic height is computed by dividing the NAVD 88
 AS0456.geopotential number by the normal gravity value computed on the
 AS0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0456.degrees latitude (g = 980.6199 gals.).
 AS0456
 AS0456.The modeled gravity was interpolated from observed gravity values.
 AS0456
 AS0456;                    North         East    Units  Estimated Accuracy
 AS0456;SPC FL N     -   101,340.      612,800.      MT  (+/- 180 meters Scaled)
 AS0456
 AS0456                          SUPERSEDED SURVEY CONTROL
 AS0456
 AS0456.No superseded survey control is available for this station.
 AS0456
 AS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU541121(NAD 83)
 AS0456_MARKER: DJ = TIDAL STATION DISK
 AS0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0456_SP_SET: COPPER-CLAD STEEL ROD
 AS0456_STAMPING: 8255 B 1976
 AS0456_PROJECTION: PROJECTING 10 CENTIMETERS
 AS0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0456_ROD/PIPE-DEPTH: 17.1 meters
 AS0456
 AS0456  HISTORY     - Date     Condition        Report By
 AS0456  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0456  HISTORY     - 1979     GOOD             FLDNR
 AS0456  HISTORY     - 19980302 MARK NOT FOUND   USPSQD
 AS0456
 AS0456                          STATION DESCRIPTION
 AS0456
 AS0456'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0456'9.0 MI SOUTH FROM PANACEA.
 AS0456'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US 98. PROCEED EAST ON
 AS0456'STATE ROAD 370 FOR 2.6 MILES TO A SHELL ROAD ON THE RIGHT. THE MARK
 AS0456'BEARS 35 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 370, 80.2 FEET
 AS0456'WEST NORTHWEST OF THE CENTERLINE OF SHELL ROAD, 5.8 FEET EAST NORTH
 AS0456'EAST OF A POWER POLE, AND 19.5 FEET NORTHEAST OF A 1.2 FOOT DIAMETER
 AS0456'OAK TREE.
 AS0456'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0456
 AS0456                          STATION RECOVERY (1998)
 AS0456
 AS0456'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0455 ***********************************************************************
 AS0455  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0455  DESIGNATION -  872 8255 C TIDAL FLDNR
 AS0455  PID         -  AS0455
 AS0455  STATE/COUNTY-  FL/FRANKLIN
 AS0455  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0455
 AS0455                         *CURRENT SURVEY CONTROL
 AS0455  ___________________________________________________________________
 AS0455* NAD 83(1986)-  29 54 54.     (N)    084 22 04.     (W)     SCALED    
 AS0455* NAVD 88     -         3.384  (meters)      11.10   (feet)  ADJUSTED  
 AS0455  ___________________________________________________________________
 AS0455  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0455  DYNAMIC HT  -           3.379 (meters)      11.09  (feet)  COMP
 AS0455  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 AS0455
 AS0455  VERT ORDER  -  SECOND    CLASS I
 AS0455
 AS0455.The horizontal coordinates were scaled from a topographic map and have
 AS0455.an estimated accuracy of +/- 6 seconds.
 AS0455
 AS0455.The orthometric height was determined by differential leveling
 AS0455.and adjusted by the National Geodetic Survey in June 1991..
 AS0455
 AS0455.This Tidal Bench Mark is designated as VM 9775
 AS0455.by the Center for Operational Oceanographic Products and Services.
 AS0455
 AS0455.The geoid height was determined by GEOID03.
 AS0455
 AS0455.The dynamic height is computed by dividing the NAVD 88
 AS0455.geopotential number by the normal gravity value computed on the
 AS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0455.degrees latitude (g = 980.6199 gals.).
 AS0455
 AS0455.The modeled gravity was interpolated from observed gravity values.
 AS0455
 AS0455;                    North         East    Units  Estimated Accuracy
 AS0455;SPC FL N     -   101,430.      612,770.      MT  (+/- 180 meters Scaled)
 AS0455
 AS0455                          SUPERSEDED SURVEY CONTROL
 AS0455
 AS0455.No superseded survey control is available for this station.
 AS0455
 AS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU541122(NAD 83)
 AS0455_MARKER: DJ = TIDAL STATION DISK
 AS0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0455_SP_SET: CONCRETE POST
 AS0455_STAMPING: 8255 C 1976
 AS0455_PROJECTION: PROJECTING 10 CENTIMETERS
 AS0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0455+STABILITY: SURFACE MOTION
 AS0455
 AS0455  HISTORY     - Date     Condition        Report By
 AS0455  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0455  HISTORY     - 1979     GOOD             FLDNR
 AS0455  HISTORY     - 1989     GOOD             USPSQD
 AS0455  HISTORY     - 19980302 GOOD             USPSQD
 AS0455
 AS0455                          STATION DESCRIPTION
 AS0455
 AS0455'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0455'9.0 MI SOUTH FROM PANACEA.
 AS0455'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US 98. PROCEED EAST ON
 AS0455'STATE ROAD 370 FOR 2.5 MILES. THE MARK IS AT THE EDGE OF THE ROAD
 AS0455'RIGHT OF WAY ON THE NORTHSIDE, AND BEARS 49.7 FEET NORTHEAST OF THE
 AS0455'CENTERLINE OF STATE ROAD 370, 44.6 FEET EAST OF A LONE PALM TREE ON
 AS0455'THE ROAD RIGHT OF WAY.
 AS0455'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AS0455
 AS0455                          STATION RECOVERY (1989)
 AS0455
 AS0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0455'RECOVERED IN GOOD CONDITION.
 AS0455
 AS0455                          STATION RECOVERY (1998)
 AS0455
 AS0455'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0454 ***********************************************************************
 AS0454  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0454  DESIGNATION -  872 8255 D TIDAL FLDNR
 AS0454  PID         -  AS0454
 AS0454  STATE/COUNTY-  FL/FRANKLIN
 AS0454  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0454
 AS0454                         *CURRENT SURVEY CONTROL
 AS0454  ___________________________________________________________________
 AS0454* NAD 83(1986)-  29 54 56.     (N)    084 22 06.     (W)     SCALED    
 AS0454* NAVD 88     -         4.295  (meters)      14.09   (feet)  ADJUSTED  
 AS0454  ___________________________________________________________________
 AS0454  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0454  DYNAMIC HT  -           4.289 (meters)      14.07  (feet)  COMP
 AS0454  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 AS0454
 AS0454  VERT ORDER  -  SECOND    CLASS I
 AS0454
 AS0454.The horizontal coordinates were scaled from a topographic map and have
 AS0454.an estimated accuracy of +/- 6 seconds.
 AS0454
 AS0454.The orthometric height was determined by differential leveling
 AS0454.and adjusted by the National Geodetic Survey in June 1991..
 AS0454
 AS0454.This Tidal Bench Mark is designated as VM 9776
 AS0454.by the Center for Operational Oceanographic Products and Services.
 AS0454
 AS0454.The geoid height was determined by GEOID03.
 AS0454
 AS0454.The dynamic height is computed by dividing the NAVD 88
 AS0454.geopotential number by the normal gravity value computed on the
 AS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0454.degrees latitude (g = 980.6199 gals.).
 AS0454
 AS0454.The modeled gravity was interpolated from observed gravity values.
 AS0454
 AS0454;                    North         East    Units  Estimated Accuracy
 AS0454;SPC FL N     -   101,490.      612,710.      MT  (+/- 180 meters Scaled)
 AS0454
 AS0454                          SUPERSEDED SURVEY CONTROL
 AS0454
 AS0454.No superseded survey control is available for this station.
 AS0454
 AS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU540123(NAD 83)
 AS0454_MARKER: DJ = TIDAL STATION DISK
 AS0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0454_SP_SET: COPPER-CLAD STEEL ROD
 AS0454_STAMPING: 8255 D 1976
 AS0454_PROJECTION: PROJECTING 10 CENTIMETERS
 AS0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0454_ROD/PIPE-DEPTH: 12.2 meters
 AS0454
 AS0454  HISTORY     - Date     Condition        Report By
 AS0454  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0454  HISTORY     - 1979     GOOD             FLDNR
 AS0454  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0454  HISTORY     - 19980302 MARK NOT FOUND   USPSQD
 AS0454  HISTORY     - 19980424 GOOD             USPSQD
 AS0454
 AS0454                          STATION DESCRIPTION
 AS0454
 AS0454'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0454'9.0 MI SOUTH FROM PANACEA.
 AS0454'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US 98. PROCEED EAST ON
 AS0454'STATE ROAD 370 FOR 2.4 MILES TO A T-ROAD. THE MARK BEARS 57.5 FEET
 AS0454'SOUTHWEST OF THE CENTERLINE OF STATE ROAD 370, 41.8 FEET WEST OF THE
 AS0454'CENTERLINE OF T-ROAD, 11 FEET WEST OF A 1.2 FOOT DIAMETER PINE TREE,
 AS0454'AND 12.6 FEET SOUTHWEST OF A TELEPHONE CABLE TERMINAL BOX.
 AS0454'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0454
 AS0454                          STATION RECOVERY (1989)
 AS0454
 AS0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0454'MARK NOT FOUND.
 AS0454
 AS0454                          STATION RECOVERY (1998)
 AS0454
 AS0454'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0454'MARK NOT FOUND.
 AS0454
 AS0454                          STATION RECOVERY (1998)
 AS0454
 AS0454'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3981 ***********************************************************************
 BE3981  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3981  DESIGNATION -  872 8258 B TIDAL
 BE3981  PID         -  BE3981
 BE3981  STATE/COUNTY-  FL/WAKULLA
 BE3981  USGS QUAD   -  SPRING CREEK (1992)
 BE3981
 BE3981                         *CURRENT SURVEY CONTROL
 BE3981  ___________________________________________________________________
 BE3981* NAD 83(1986)-  30 01 01.     (N)    084 22 07.     (W)     SCALED    
 BE3981* NAVD 88     -         1.183  (meters)       3.88   (feet)  ADJUSTED  
 BE3981  ___________________________________________________________________
 BE3981  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BE3981  DYNAMIC HT  -           1.181 (meters)       3.87  (feet)  COMP
 BE3981  MODELED GRAV-     979,328.1   (mgal)                       NAVD 88
 BE3981
 BE3981  VERT ORDER  -  SECOND    CLASS I
 BE3981
 BE3981.The horizontal coordinates were scaled from a topographic map and have
 BE3981.an estimated accuracy of +/- 6 seconds.
 BE3981
 BE3981.The orthometric height was determined by differential leveling
 BE3981.and adjusted by the National Geodetic Survey in September 1996..
 BE3981
 BE3981.This Tidal Bench Mark is designated as VM 9779
 BE3981.by the Center for Operational Oceanographic Products and Services.
 BE3981
 BE3981.The geoid height was determined by GEOID03.
 BE3981
 BE3981.The dynamic height is computed by dividing the NAVD 88
 BE3981.geopotential number by the normal gravity value computed on the
 BE3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3981.degrees latitude (g = 980.6199 gals.).
 BE3981
 BE3981.The modeled gravity was interpolated from observed gravity values.
 BE3981
 BE3981;                    North         East    Units  Estimated Accuracy
 BE3981;SPC FL N     -   112,730.      612,670.      MT  (+/- 180 meters Scaled)
 BE3981
 BE3981                          SUPERSEDED SURVEY CONTROL
 BE3981
 BE3981.No superseded survey control is available for this station.
 BE3981
 BE3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU537235(NAD 83)
 BE3981_MARKER: DJ = TIDAL STATION DISK
 BE3981_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3981_SP_SET: COPPER-CLAD STEEL ROD
 BE3981_STAMPING: 8258 B 1976
 BE3981_MARK LOGO: FLDNR 
 BE3981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3981
 BE3981  HISTORY     - Date     Condition        Report By
 BE3981  HISTORY     - 1976     MONUMENTED       FLDNR
 BE3981  HISTORY     - 1986     GOOD             FLDNR
 BE3981
 BE3981                          STATION DESCRIPTION
 BE3981
 BE3981'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3981'3.35 MI EAST FROM PANACEA.
 BE3981'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.85 MILE NORTHERLY ON U.S.
 BE3981'HIGHWAY 98 TO THE JUNCTION OF COUNTY ROAD 372 A, GO 2.5 MILES
 BE3981'SOUTHEAST ON COUNTY ROAD 372 A TO ITS END AND THE VICINITY OF THE
 BE3981'MARK.  THE MARK BEARS 18 FEET WEST OF THE CENTERLINE OF THE ROAD, 19
 BE3981'FEET EAST OF THE EAST BANK OF A TIDAL SLOUGH, 1.3 FEET EAST OF A
 BE3981'WITNESS POST, AND 210 FEET SOUTH-SOUTHWEST OF BENCH MARK 8258 C 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3980 ***********************************************************************
 BE3980  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3980  DESIGNATION -  872 8258 C TIDAL
 BE3980  PID         -  BE3980
 BE3980  STATE/COUNTY-  FL/WAKULLA
 BE3980  USGS QUAD   -  SPRING CREEK (1992)
 BE3980
 BE3980                         *CURRENT SURVEY CONTROL
 BE3980  ___________________________________________________________________
 BE3980* NAD 83(1986)-  30 01 04.     (N)    084 22 06.     (W)     SCALED    
 BE3980* NAVD 88     -         0.773  (meters)       2.54   (feet)  ADJUSTED  
 BE3980  ___________________________________________________________________
 BE3980  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BE3980  DYNAMIC HT  -           0.772 (meters)       2.53  (feet)  COMP
 BE3980  MODELED GRAV-     979,328.1   (mgal)                       NAVD 88
 BE3980
 BE3980  VERT ORDER  -  SECOND    CLASS I
 BE3980
 BE3980.The horizontal coordinates were scaled from a topographic map and have
 BE3980.an estimated accuracy of +/- 6 seconds.
 BE3980
 BE3980.The orthometric height was determined by differential leveling
 BE3980.and adjusted by the National Geodetic Survey in September 1996..
 BE3980
 BE3980.This Tidal Bench Mark is designated as VM 9780
 BE3980.by the Center for Operational Oceanographic Products and Services.
 BE3980
 BE3980.The geoid height was determined by GEOID03.
 BE3980
 BE3980.The dynamic height is computed by dividing the NAVD 88
 BE3980.geopotential number by the normal gravity value computed on the
 BE3980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3980.degrees latitude (g = 980.6199 gals.).
 BE3980
 BE3980.The modeled gravity was interpolated from observed gravity values.
 BE3980
 BE3980;                    North         East    Units  Estimated Accuracy
 BE3980;SPC FL N     -   112,830.      612,700.      MT  (+/- 180 meters Scaled)
 BE3980
 BE3980                          SUPERSEDED SURVEY CONTROL
 BE3980
 BE3980.No superseded survey control is available for this station.
 BE3980
 BE3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU538236(NAD 83)
 BE3980_MARKER: DB = BENCH MARK DISK
 BE3980_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3980_SP_SET: COPPER-CLAD STEEL ROD
 BE3980_STAMPING: 8258 C 1976
 BE3980_MARK LOGO: FLDNR 
 BE3980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3980
 BE3980  HISTORY     - Date     Condition        Report By
 BE3980  HISTORY     - 1976     MONUMENTED       FLDNR
 BE3980  HISTORY     - 1986     GOOD             FLDNR
 BE3980
 BE3980                          STATION DESCRIPTION
 BE3980
 BE3980'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3980'3.35 MI EAST FROM PANACEA.
 BE3980'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.85 MILE NORTHERLY ON U.S.
 BE3980'HIGHWAY 98 TO THE JUNCTION OF COUNTY ROAD 372 A, GO 2.5 MILES
 BE3980'SOUTHEAST ON COUNTY ROAD 372 A TO ITS END AND THE VICINITY OF THE
 BE3980'MARK.  THE MARK BEARS 20 FEET EAST OF THE CENTERLINE OF THE ROAD, 400
 BE3980'FEET NORTH OF THE END OF THE ROAD, 49.1 FEET EAST OF THE BANK OF A
 BE3980'TIDAL SLOUGH, 210 FEET NORTH-NORTHEAST OF BENCH MARK 8258 B 1976, AND
 BE3980'1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3978 ***********************************************************************
 BE3978  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3978  DESIGNATION -  872 8258 E TIDAL
 BE3978  PID         -  BE3978
 BE3978  STATE/COUNTY-  FL/WAKULLA
 BE3978  USGS QUAD   -  SPRING CREEK (1992)
 BE3978
 BE3978                         *CURRENT SURVEY CONTROL
 BE3978  ___________________________________________________________________
 BE3978* NAD 83(1986)-  30 01 21.     (N)    084 22 06.     (W)     SCALED    
 BE3978* NAVD 88     -         0.871  (meters)       2.86   (feet)  ADJUSTED  
 BE3978  ___________________________________________________________________
 BE3978  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BE3978  DYNAMIC HT  -           0.870 (meters)       2.85  (feet)  COMP
 BE3978  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BE3978
 BE3978  VERT ORDER  -  SECOND    CLASS I
 BE3978
 BE3978.The horizontal coordinates were scaled from a topographic map and have
 BE3978.an estimated accuracy of +/- 6 seconds.
 BE3978
 BE3978.The orthometric height was determined by differential leveling
 BE3978.and adjusted by the National Geodetic Survey in September 1996..
 BE3978
 BE3978.This Tidal Bench Mark is designated as VM 9782
 BE3978.by the Center for Operational Oceanographic Products and Services.
 BE3978
 BE3978.The geoid height was determined by GEOID03.
 BE3978
 BE3978.The dynamic height is computed by dividing the NAVD 88
 BE3978.geopotential number by the normal gravity value computed on the
 BE3978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3978.degrees latitude (g = 980.6199 gals.).
 BE3978
 BE3978.The modeled gravity was interpolated from observed gravity values.
 BE3978
 BE3978;                    North         East    Units  Estimated Accuracy
 BE3978;SPC FL N     -   113,350.      612,700.      MT  (+/- 180 meters Scaled)
 BE3978
 BE3978                          SUPERSEDED SURVEY CONTROL
 BE3978
 BE3978.No superseded survey control is available for this station.
 BE3978
 BE3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU538241(NAD 83)
 BE3978_MARKER: DJ = TIDAL STATION DISK
 BE3978_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3978_SP_SET: CULVERT HEADWALL
 BE3978_STAMPING: 8258 E 1976
 BE3978_MARK LOGO: FLDNR 
 BE3978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3978+STABILITY: SURFACE MOTION
 BE3978
 BE3978  HISTORY     - Date     Condition        Report By
 BE3978  HISTORY     - 1976     MONUMENTED       FLDNR
 BE3978  HISTORY     - 1986     GOOD             FLDNR
 BE3978
 BE3978                          STATION DESCRIPTION
 BE3978
 BE3978'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3978'2.95 MI ENE FROM PANACEA.
 BE3978'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.85 MILE NORTHERLY ON U.S.
 BE3978'HIGHWAY 98 TO THE JUNCTION OF COUNTY ROAD 372 A, GO 2.95 MILES
 BE3978'SOUTHEAST ON STATE ROAD 372 A TO THE MARK.  THE MARK BEARS 18.5 FEET
 BE3978'WEST OF THE CENTERLINE OF THE ROAD.  THE MARK IS A FLORIDA TIDAL
 BE3978'BENCH MARK DISK SET IN TOP OF THE SOUTH END OF A CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3982 ***********************************************************************
 BE3982  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3982  DESIGNATION -  872 8258 F TIDAL
 BE3982  PID         -  BE3982
 BE3982  STATE/COUNTY-  FL/WAKULLA
 BE3982  USGS QUAD   -  SPRING CREEK (1992)
 BE3982
 BE3982                         *CURRENT SURVEY CONTROL
 BE3982  ___________________________________________________________________
 BE3982* NAD 83(1986)-  30 00 58.     (N)    084 22 06.     (W)     SCALED    
 BE3982* NAVD 88     -         0.950  (meters)       3.12   (feet)  ADJUSTED  
 BE3982  ___________________________________________________________________
 BE3982  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BE3982  DYNAMIC HT  -           0.948 (meters)       3.11  (feet)  COMP
 BE3982  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 BE3982
 BE3982  VERT ORDER  -  SECOND    CLASS I
 BE3982
 BE3982.The horizontal coordinates were scaled from a topographic map and have
 BE3982.an estimated accuracy of +/- 6 seconds.
 BE3982
 BE3982.The orthometric height was determined by differential leveling
 BE3982.and adjusted by the National Geodetic Survey in September 1996..
 BE3982
 BE3982.This Tidal Bench Mark is designated as VM 16517
 BE3982.by the Center for Operational Oceanographic Products and Services.
 BE3982
 BE3982.The geoid height was determined by GEOID03.
 BE3982
 BE3982.The dynamic height is computed by dividing the NAVD 88
 BE3982.geopotential number by the normal gravity value computed on the
 BE3982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3982.degrees latitude (g = 980.6199 gals.).
 BE3982
 BE3982.The modeled gravity was interpolated from observed gravity values.
 BE3982
 BE3982;                    North         East    Units  Estimated Accuracy
 BE3982;SPC FL N     -   112,640.      612,700.      MT  (+/- 180 meters Scaled)
 BE3982
 BE3982                          SUPERSEDED SURVEY CONTROL
 BE3982
 BE3982.No superseded survey control is available for this station.
 BE3982
 BE3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU538234(NAD 83)
 BE3982_MARKER: DB = BENCH MARK DISK
 BE3982_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BE3982_SP_SET: STAINLESS STEEL ROD
 BE3982_STAMPING: 8258 F 1986
 BE3982_MARK LOGO: NOS   
 BE3982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3982
 BE3982  HISTORY     - Date     Condition        Report By
 BE3982  HISTORY     - 1986     MONUMENTED       FLDNR
 BE3982
 BE3982                          STATION DESCRIPTION
 BE3982
 BE3982'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3982'3.55 MI EAST FROM PANACEA.
 BE3982'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.85 MILE NORTHERLY ON U.S.
 BE3982'HIGHWAY 98 TO THE JUNCTION OF COUNTY ROAD 372 A, GO 2.5 MILES
 BE3982'SOUTHEAST ON COUNTY ROAD 372 A TO ITS END AND THE VICINITY OF THE
 BE3982'MARK.  THE MARK BEARS 231 FEET SOUTH-SOUTHEAST OF BENCH MARK 8258 B,
 BE3982'23.8 FEET EAST-SOUTHEAST OF THE CENTERLINE OF A BOAT RAMP, 41.2 FEET
 BE3982'SOUTH OF THE CENTER OF THE TURNAROUND AT THE END OF THE ROAD, AND 2.3
 BE3982'FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3979 ***********************************************************************
 BE3979  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3979  DESIGNATION -  872 8258 TIDAL D 02
 BE3979  PID         -  BE3979
 BE3979  STATE/COUNTY-  FL/WAKULLA
 BE3979  USGS QUAD   -  SPRING CREEK (1992)
 BE3979
 BE3979                         *CURRENT SURVEY CONTROL
 BE3979  ___________________________________________________________________
 BE3979* NAD 83(1986)-  30 01 08.     (N)    084 22 06.     (W)     SCALED    
 BE3979* NAVD 88     -         0.706  (meters)       2.32   (feet)  ADJUSTED  
 BE3979  ___________________________________________________________________
 BE3979  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BE3979  DYNAMIC HT  -           0.705 (meters)       2.31  (feet)  COMP
 BE3979  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BE3979
 BE3979  VERT ORDER  -  SECOND    CLASS I
 BE3979
 BE3979.The horizontal coordinates were scaled from a topographic map and have
 BE3979.an estimated accuracy of +/- 6 seconds.
 BE3979
 BE3979.The orthometric height was determined by differential leveling
 BE3979.and adjusted by the National Geodetic Survey in September 1996..
 BE3979
 BE3979.This Tidal Bench Mark is designated as VM 9781
 BE3979.by the Center for Operational Oceanographic Products and Services.
 BE3979
 BE3979.The geoid height was determined by GEOID03.
 BE3979
 BE3979.The dynamic height is computed by dividing the NAVD 88
 BE3979.geopotential number by the normal gravity value computed on the
 BE3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3979.degrees latitude (g = 980.6199 gals.).
 BE3979
 BE3979.The modeled gravity was interpolated from observed gravity values.
 BE3979
 BE3979;                    North         East    Units  Estimated Accuracy
 BE3979;SPC FL N     -   112,950.      612,700.      MT  (+/- 180 meters Scaled)
 BE3979
 BE3979                          SUPERSEDED SURVEY CONTROL
 BE3979
 BE3979.No superseded survey control is available for this station.
 BE3979
 BE3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU538237(NAD 83)
 BE3979_MARKER: DB = BENCH MARK DISK
 BE3979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3979_SP_SET: CONCRETE POST
 BE3979_STAMPING: D 02 FLDNR
 BE3979_MARK LOGO: FLDNR 
 BE3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3979+STABILITY: SURFACE MOTION
 BE3979
 BE3979  HISTORY     - Date     Condition        Report By
 BE3979  HISTORY     - 1976     MONUMENTED       FLDNR
 BE3979  HISTORY     - 1986     GOOD             FLDNR
 BE3979
 BE3979                          STATION DESCRIPTION
 BE3979
 BE3979'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3979'3.35 MI EAST FROM PANACEA.
 BE3979'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.85 MILE NORTHERLY ON U.S.
 BE3979'HIGHWAY 98 TO THE JUNCTION OF COUNTY ROAD 372 A, GO 2.5 MILES
 BE3979'SOUTHEAST ON COUNTY ROAD 372 A TO ITS END AND THE VICINITY OF THE
 BE3979'MARK.  THE MARK BEARS 21 FEET EAST OF THE CENTERLINE OF THE ROAD,
 BE3979'52.6 FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 212.5 FEET
 BE3979'NORTH OF BENCH MARK 8258 C 1976, AND ABOUT 610 FEET NORTH OF THE END
 BE3979'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0464 ***********************************************************************
 AS0464  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0464  DESIGNATION -  872 8261 A TIDAL FLDNR
 AS0464  PID         -  AS0464
 AS0464  STATE/COUNTY-  FL/FRANKLIN
 AS0464  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0464
 AS0464                         *CURRENT SURVEY CONTROL
 AS0464  ___________________________________________________________________
 AS0464* NAD 83(1986)-  29 53 44.     (N)    084 22 13.     (W)     SCALED    
 AS0464* NAVD 88     -         2.243  (meters)       7.36   (feet)  ADJUSTED  
 AS0464  ___________________________________________________________________
 AS0464  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0464  DYNAMIC HT  -           2.240 (meters)       7.35  (feet)  COMP
 AS0464  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 AS0464
 AS0464  VERT ORDER  -  SECOND    CLASS I
 AS0464
 AS0464.The horizontal coordinates were scaled from a topographic map and have
 AS0464.an estimated accuracy of +/- 6 seconds.
 AS0464
 AS0464.The orthometric height was determined by differential leveling
 AS0464.and adjusted by the National Geodetic Survey in June 1991..
 AS0464.WARNING-Repeat measurements at this control monument indicate possible
 AS0464.vertical movement.
 AS0464
 AS0464.This Tidal Bench Mark is designated as VM 9783
 AS0464.by the Center for Operational Oceanographic Products and Services.
 AS0464
 AS0464.The geoid height was determined by GEOID03.
 AS0464
 AS0464.The dynamic height is computed by dividing the NAVD 88
 AS0464.geopotential number by the normal gravity value computed on the
 AS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0464.degrees latitude (g = 980.6199 gals.).
 AS0464
 AS0464.The modeled gravity was interpolated from observed gravity values.
 AS0464
 AS0464;                    North         East    Units  Estimated Accuracy
 AS0464;SPC FL N     -    99,280.      612,530.      MT  (+/- 180 meters Scaled)
 AS0464
 AS0464                          SUPERSEDED SURVEY CONTROL
 AS0464
 AS0464.No superseded survey control is available for this station.
 AS0464
 AS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU539101(NAD 83)
 AS0464_MARKER: DJ = TIDAL STATION DISK
 AS0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0464_SP_SET: CONCRETE POST
 AS0464_STAMPING: 8261 A 1976
 AS0464_MARK LOGO: FLDNR 
 AS0464_PROJECTION: FLUSH
 AS0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0464+STABILITY: SURFACE MOTION
 AS0464
 AS0464  HISTORY     - Date     Condition        Report By
 AS0464  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0464  HISTORY     - 1979     GOOD             FLDNR
 AS0464  HISTORY     - 1983     GOOD             FLDNR
 AS0464  HISTORY     - 1989     GOOD             USPSQD
 AS0464  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 AS0464
 AS0464                          STATION DESCRIPTION
 AS0464
 AS0464'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0464'1 MI SOUTH FROM PANACEA.
 AS0464'BEGIN AT THE INTERSECTION OF US 98 AND CR 370. PROCEED 5.65 MILES
 AS0464'SOUTHEAST AND WEST ON CR 370. THE MARK BEARS 34.8 FEET NORTH OF THE
 AS0464'CENTERLINE OF CR 370, 9.5 FEET SOUTH OF THE SOUTHEAST FENCE CORNER OF
 AS0464'THE KOA CAMPGROUNDS, 19.6 FEET WEST SOUTHWEST OF A TELEPHONE CABLE BOX
 AS0464'NUMBER 63, ABOUT 160 FEET EAST OF THE ENTRANCE TO THE CAMPGROUNDS.
 AS0464'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0464
 AS0464                          STATION RECOVERY (1983)
 AS0464
 AS0464'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0464'RECOVERED IN GOOD CONDITION.
 AS0464
 AS0464                          STATION RECOVERY (1989)
 AS0464
 AS0464'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0464'RECOVERED IN GOOD CONDITION.
 AS0464
 AS0464                          STATION RECOVERY (1998)
 AS0464
 AS0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0463 ***********************************************************************
 AS0463  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0463  DESIGNATION -  872 8261 B TIDAL FLDNR
 AS0463  PID         -  AS0463
 AS0463  STATE/COUNTY-  FL/FRANKLIN
 AS0463  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0463
 AS0463                         *CURRENT SURVEY CONTROL
 AS0463  ___________________________________________________________________
 AS0463* NAD 83(1986)-  29 53 43.     (N)    084 22 15.     (W)     SCALED    
 AS0463* NAVD 88     -         2.458  (meters)       8.06   (feet)  ADJUSTED  
 AS0463  ___________________________________________________________________
 AS0463  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0463  DYNAMIC HT  -           2.455 (meters)       8.05  (feet)  COMP
 AS0463  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 AS0463
 AS0463  VERT ORDER  -  SECOND    CLASS I
 AS0463
 AS0463.The horizontal coordinates were scaled from a topographic map and have
 AS0463.an estimated accuracy of +/- 6 seconds.
 AS0463
 AS0463.The orthometric height was determined by differential leveling
 AS0463.and adjusted by the National Geodetic Survey in June 1991..
 AS0463
 AS0463.This Tidal Bench Mark is designated as VM 9784
 AS0463.by the Center for Operational Oceanographic Products and Services.
 AS0463
 AS0463.The geoid height was determined by GEOID03.
 AS0463
 AS0463.The dynamic height is computed by dividing the NAVD 88
 AS0463.geopotential number by the normal gravity value computed on the
 AS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0463.degrees latitude (g = 980.6199 gals.).
 AS0463
 AS0463.The modeled gravity was interpolated from observed gravity values.
 AS0463
 AS0463;                    North         East    Units  Estimated Accuracy
 AS0463;SPC FL N     -    99,250.      612,480.      MT  (+/- 180 meters Scaled)
 AS0463
 AS0463                          SUPERSEDED SURVEY CONTROL
 AS0463
 AS0463.No superseded survey control is available for this station.
 AS0463
 AS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU538100(NAD 83)
 AS0463_MARKER: DJ = TIDAL STATION DISK
 AS0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0463_SP_SET: COPPER-CLAD STEEL ROD
 AS0463_STAMPING: 8261 B 1976
 AS0463_MARK LOGO: FLDNR 
 AS0463_PROJECTION: FLUSH
 AS0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0463_ROD/PIPE-DEPTH: 12.2 meters
 AS0463
 AS0463  HISTORY     - Date     Condition        Report By
 AS0463  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0463  HISTORY     - 1979     GOOD             FLDNR
 AS0463  HISTORY     - 1983     GOOD             FLDNR
 AS0463  HISTORY     - 19980424 GOOD             USPSQD
 AS0463
 AS0463                          STATION DESCRIPTION
 AS0463
 AS0463'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0463'8.5 MI SSE FROM PANACEA.
 AS0463'BEGIN AT THE INTERSECTION OF US 98 AND CR 370. PROCEED 5.65 MILES
 AS0463'SOUTHEAST AND WEST ON CR 370. THE MARK BEARS 33.3 FEET NORTH OF THE
 AS0463'CENTERLINE OF CR 370, 9.6 FEET SOUTHEAST OF A BURIED CABLE MARK, 46.2
 AS0463'FEET WEST OF THE CENTERLINE OF TOM ROBERTS ROAD, AT THE NORTHWEST
 AS0463'CORNER OF TOM ROBERTS ROAD AND CR 370.
 AS0463'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0463
 AS0463                          STATION RECOVERY (1983)
 AS0463
 AS0463'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0463'RECOVERED IN GOOD CONDITION.
 AS0463
 AS0463                          STATION RECOVERY (1998)
 AS0463
 AS0463'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0462 ***********************************************************************
 AS0462  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0462  DESIGNATION -  872 8261 C TIDAL FLDNR
 AS0462  PID         -  AS0462
 AS0462  STATE/COUNTY-  FL/FRANKLIN
 AS0462  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0462
 AS0462                         *CURRENT SURVEY CONTROL
 AS0462  ___________________________________________________________________
 AS0462* NAD 83(1986)-  29 53 42.     (N)    084 22 10.     (W)     SCALED    
 AS0462* NAVD 88     -         3.021  (meters)       9.91   (feet)  ADJUSTED  
 AS0462  ___________________________________________________________________
 AS0462  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0462  DYNAMIC HT  -           3.017 (meters)       9.90  (feet)  COMP
 AS0462  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 AS0462
 AS0462  VERT ORDER  -  SECOND    CLASS I
 AS0462
 AS0462.The horizontal coordinates were scaled from a topographic map and have
 AS0462.an estimated accuracy of +/- 6 seconds.
 AS0462
 AS0462.The orthometric height was determined by differential leveling
 AS0462.and adjusted by the National Geodetic Survey in June 1991..
 AS0462
 AS0462.This Tidal Bench Mark is designated as VM 9785
 AS0462.by the Center for Operational Oceanographic Products and Services.
 AS0462
 AS0462.The geoid height was determined by GEOID03.
 AS0462
 AS0462.The dynamic height is computed by dividing the NAVD 88
 AS0462.geopotential number by the normal gravity value computed on the
 AS0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0462.degrees latitude (g = 980.6199 gals.).
 AS0462
 AS0462.The modeled gravity was interpolated from observed gravity values.
 AS0462
 AS0462;                    North         East    Units  Estimated Accuracy
 AS0462;SPC FL N     -    99,220.      612,610.      MT  (+/- 180 meters Scaled)
 AS0462
 AS0462                          SUPERSEDED SURVEY CONTROL
 AS0462
 AS0462.No superseded survey control is available for this station.
 AS0462
 AS0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU540100(NAD 83)
 AS0462_MARKER: DJ = TIDAL STATION DISK
 AS0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0462_SP_SET: COPPER-CLAD STEEL ROD
 AS0462_STAMPING: 8261 C 1976
 AS0462_MARK LOGO: FLDNR 
 AS0462_PROJECTION: FLUSH
 AS0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0462_ROD/PIPE-DEPTH: 12.2 meters
 AS0462
 AS0462  HISTORY     - Date     Condition        Report By
 AS0462  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0462  HISTORY     - 1979     GOOD             FLDNR
 AS0462  HISTORY     - 1983     GOOD             FLDNR
 AS0462  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 AS0462
 AS0462                          STATION DESCRIPTION
 AS0462
 AS0462'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0462'8.5 MI SSE FROM PANACEA.
 AS0462'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 5.65 MILES
 AS0462'SOUTHEAST AND WEST ON CR 370. THE MARK BEARS ABOUT 200 FEET EAST SOUTH
 AS0462'EAST OF THE INTERSECTION OF TOM ROBERTS ROAD AND CR 370, 41.2 FEET
 AS0462'SOUTH OF THE CENTERLINE OF CR 370, 2.2 FEET NORTH OF POWER POLE NUMBER
 AS0462'58X742R, 32.2 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF THE
 AS0462'BRACKET/SPERS HOUSE.
 AS0462'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AS0462
 AS0462                          STATION RECOVERY (1983)
 AS0462
 AS0462'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0462'RECOVERED IN GOOD CONDITION.
 AS0462
 AS0462                          STATION RECOVERY (1998)
 AS0462
 AS0462'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0461 ***********************************************************************
 AS0461  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0461  DESIGNATION -  872 8261 D TIDAL FLDNR
 AS0461  PID         -  AS0461
 AS0461  STATE/COUNTY-  FL/FRANKLIN
 AS0461  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0461
 AS0461                         *CURRENT SURVEY CONTROL
 AS0461  ___________________________________________________________________
 AS0461* NAD 83(1986)-  29 53 41.     (N)    084 22 12.     (W)     SCALED    
 AS0461* NAVD 88     -         2.344  (meters)       7.69   (feet)  ADJUSTED  
 AS0461  ___________________________________________________________________
 AS0461  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0461  DYNAMIC HT  -           2.341 (meters)       7.68  (feet)  COMP
 AS0461  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 AS0461
 AS0461  VERT ORDER  -  SECOND    CLASS I
 AS0461
 AS0461.The horizontal coordinates were scaled from a topographic map and have
 AS0461.an estimated accuracy of +/- 6 seconds.
 AS0461
 AS0461.The orthometric height was determined by differential leveling
 AS0461.and adjusted by the National Geodetic Survey in June 1991..
 AS0461
 AS0461.This Tidal Bench Mark is designated as VM 9786
 AS0461.by the Center for Operational Oceanographic Products and Services.
 AS0461
 AS0461.The geoid height was determined by GEOID03.
 AS0461
 AS0461.The dynamic height is computed by dividing the NAVD 88
 AS0461.geopotential number by the normal gravity value computed on the
 AS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0461.degrees latitude (g = 980.6199 gals.).
 AS0461
 AS0461.The modeled gravity was interpolated from observed gravity values.
 AS0461
 AS0461;                    North         East    Units  Estimated Accuracy
 AS0461;SPC FL N     -    99,190.      612,560.      MT  (+/- 180 meters Scaled)
 AS0461
 AS0461                          SUPERSEDED SURVEY CONTROL
 AS0461
 AS0461.No superseded survey control is available for this station.
 AS0461
 AS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU539100(NAD 83)
 AS0461_MARKER: DJ = TIDAL STATION DISK
 AS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0461_SP_SET: CONCRETE POST
 AS0461_STAMPING: 8261 D 1976
 AS0461_MARK LOGO: FLDNR 
 AS0461_PROJECTION: FLUSH
 AS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0461+STABILITY: SURFACE MOTION
 AS0461
 AS0461  HISTORY     - Date     Condition        Report By
 AS0461  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0461  HISTORY     - 1979     GOOD             FLDNR
 AS0461  HISTORY     - 1983     GOOD             FLDNR
 AS0461  HISTORY     - 19980424 GOOD             USPSQD
 AS0461
 AS0461                          STATION DESCRIPTION
 AS0461
 AS0461'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0461'8.5 MI SSE FROM PANACEA.
 AS0461'BEGIN AT THE INTERSECTION OF US 98 AND CR 370. PROCEED 5.65 MILES
 AS0461'SOUTHEAST AND WEST ALONG CR 370. THE MARK BEARS 37 FEET NORTH OF THE
 AS0461'CENTERLINE OF CR 370, 5.1 FEET SOUTH OF POWER POLE NUMBER 64, 47.95
 AS0461'FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 AS0461'COTTAGE.
 AS0461'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0461
 AS0461                          STATION RECOVERY (1983)
 AS0461
 AS0461'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0461'RECOVERED IN GOOD CONDITION.
 AS0461
 AS0461                          STATION RECOVERY (1998)
 AS0461
 AS0461'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0460 ***********************************************************************
 AS0460  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0460  DESIGNATION -  872 8261 E TIDAL FLDNR
 AS0460  PID         -  AS0460
 AS0460  STATE/COUNTY-  FL/FRANKLIN
 AS0460  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0460
 AS0460                         *CURRENT SURVEY CONTROL
 AS0460  ___________________________________________________________________
 AS0460* NAD 83(1986)-  29 53 42.     (N)    084 22 20.     (W)     SCALED    
 AS0460* NAVD 88     -         2.680  (meters)       8.79   (feet)  ADJUSTED  
 AS0460  ___________________________________________________________________
 AS0460  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AS0460  DYNAMIC HT  -           2.677 (meters)       8.78  (feet)  COMP
 AS0460  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 AS0460
 AS0460  VERT ORDER  -  SECOND    CLASS I
 AS0460
 AS0460.The horizontal coordinates were scaled from a topographic map and have
 AS0460.an estimated accuracy of +/- 6 seconds.
 AS0460
 AS0460.The orthometric height was determined by differential leveling
 AS0460.and adjusted by the National Geodetic Survey in June 1991..
 AS0460
 AS0460.This Tidal Bench Mark is designated as VM 9787
 AS0460.by the Center for Operational Oceanographic Products and Services.
 AS0460
 AS0460.The geoid height was determined by GEOID03.
 AS0460
 AS0460.The dynamic height is computed by dividing the NAVD 88
 AS0460.geopotential number by the normal gravity value computed on the
 AS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0460.degrees latitude (g = 980.6199 gals.).
 AS0460
 AS0460.The modeled gravity was interpolated from observed gravity values.
 AS0460
 AS0460;                    North         East    Units  Estimated Accuracy
 AS0460;SPC FL N     -    99,220.      612,340.      MT  (+/- 180 meters Scaled)
 AS0460
 AS0460                          SUPERSEDED SURVEY CONTROL
 AS0460
 AS0460.No superseded survey control is available for this station.
 AS0460
 AS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU537100(NAD 83)
 AS0460_MARKER: DJ = TIDAL STATION DISK
 AS0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0460_SP_SET: COPPER-CLAD STEEL ROD
 AS0460_STAMPING: 8261 E 1976
 AS0460_MARK LOGO: FLDNR 
 AS0460_PROJECTION: PROJECTING 10 CENTIMETERS
 AS0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0460_ROD/PIPE-DEPTH: 12.2 meters
 AS0460
 AS0460  HISTORY     - Date     Condition        Report By
 AS0460  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0460  HISTORY     - 1979     GOOD             FLDNR
 AS0460  HISTORY     - 1983     GOOD             FLDNR
 AS0460  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 AS0460
 AS0460                          STATION DESCRIPTION
 AS0460
 AS0460'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0460'8.5 MI SSE FROM PANACEA.
 AS0460'BEGIN AT THE INTERSECTION OF US 98 AND CR 370. PROCEED 5.65 MILES
 AS0460'SOUTHEAST AND WEST ON CR 370. THE MARK BEARS 23.4 FEET SOUTH OF THE
 AS0460'CENTERLINE OF CR 370, 23.8 FEET NORTH OF POWER POLE NUMBER 58X8741,
 AS0460'31.7 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 AS0460'HOUSE, 25.1 FEET NORTH NORTHEAST OF TELEPHONE CABLE BOX NUMBER 59.
 AS0460'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AS0460
 AS0460                          STATION RECOVERY (1983)
 AS0460
 AS0460'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0460'RECOVERED IN GOOD CONDITION.
 AS0460
 AS0460                          STATION RECOVERY (1998)
 AS0460
 AS0460'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0465 ***********************************************************************
 AS0465  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0465  DESIGNATION -  872 8261 F TIDAL FLDNR
 AS0465  PID         -  AS0465
 AS0465  STATE/COUNTY-  FL/FRANKLIN
 AS0465  USGS QUAD   -  ST TERESA (1992)
 AS0465
 AS0465                         *CURRENT SURVEY CONTROL
 AS0465  ___________________________________________________________________
 AS0465* NAD 83(1986)-  29 53 49.     (N)    084 23 16.     (W)     SCALED    
 AS0465* NAVD 88     -         2.168  (meters)       7.11   (feet)  ADJUSTED  
 AS0465  ___________________________________________________________________
 AS0465  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AS0465  DYNAMIC HT  -           2.166 (meters)       7.11  (feet)  COMP
 AS0465  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 AS0465
 AS0465  VERT ORDER  -  SECOND    CLASS I
 AS0465
 AS0465.The horizontal coordinates were scaled from a topographic map and have
 AS0465.an estimated accuracy of +/- 6 seconds.
 AS0465
 AS0465.The orthometric height was determined by differential leveling
 AS0465.and adjusted by the National Geodetic Survey in June 1991..
 AS0465
 AS0465.This Tidal Bench Mark is designated as VM 9788
 AS0465.by the Center for Operational Oceanographic Products and Services.
 AS0465
 AS0465.The geoid height was determined by GEOID03.
 AS0465
 AS0465.The dynamic height is computed by dividing the NAVD 88
 AS0465.geopotential number by the normal gravity value computed on the
 AS0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0465.degrees latitude (g = 980.6199 gals.).
 AS0465
 AS0465.The modeled gravity was interpolated from observed gravity values.
 AS0465
 AS0465;                    North         East    Units  Estimated Accuracy
 AS0465;SPC FL N     -    99,430.      610,840.      MT  (+/- 180 meters Scaled)
 AS0465
 AS0465                          SUPERSEDED SURVEY CONTROL
 AS0465
 AS0465.No superseded survey control is available for this station.
 AS0465
 AS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU522102(NAD 83)
 AS0465_MARKER: DJ = TIDAL STATION DISK
 AS0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0465_SP_SET: CONCRETE POST
 AS0465_STAMPING: 8261 F TIDAL
 AS0465_MARK LOGO: FLDNR 
 AS0465_PROJECTION: RECESSED 10 CENTIMETERS
 AS0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0465+STABILITY: SURFACE MOTION
 AS0465
 AS0465  HISTORY     - Date     Condition        Report By
 AS0465  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0465  HISTORY     - 1979     GOOD             FLDNR
 AS0465  HISTORY     - 1983     GOOD             FLDNR
 AS0465  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 AS0465
 AS0465                          STATION DESCRIPTION
 AS0465
 AS0465'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0465'9.0 MI SSE FROM PANACEA.
 AS0465'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 6.8 MILES
 AS0465'SOUTHEAST AND WEST ON CR 370 TO THE KALFAS HOUSE. THE MARK BEARS 92.4
 AS0465'FEET SOUTHEAST OF THE SOUTHEAST PILING SUPPORTING THE KALFAS HOUSE,
 AS0465'52.3 FEET WEST SOUTHWEST OF SOUTHWEST CORNER OF A SMALL WOOD SHED, 102
 AS0465'FEET NORTHWEST OF THE NORTHWEST PILING FOR A WOOD PIER THAT PROJECTS
 AS0465'OUT INTO THE GULF, AND ABOUT 50 FEET NORTH OF THE GRASS LINE RUNNING
 AS0465'ALONG THE BEACH.
 AS0465'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AS0465
 AS0465                          STATION RECOVERY (1983)
 AS0465
 AS0465'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0465'RECOVERED IN GOOD CONDITION.
 AS0465
 AS0465                          STATION RECOVERY (1998)
 AS0465
 AS0465'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0466 ***********************************************************************
 AS0466  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0466  DESIGNATION -  872 8261 G TIDAL FLDNR
 AS0466  PID         -  AS0466
 AS0466  STATE/COUNTY-  FL/FRANKLIN
 AS0466  USGS QUAD   -  ST TERESA (1992)
 AS0466
 AS0466                         *CURRENT SURVEY CONTROL
 AS0466  ___________________________________________________________________
 AS0466* NAD 83(1986)-  29 53 42.     (N)    084 22 45.     (W)     SCALED    
 AS0466* NAVD 88     -         3.158  (meters)      10.36   (feet)  ADJUSTED  
 AS0466  ___________________________________________________________________
 AS0466  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AS0466  DYNAMIC HT  -           3.154 (meters)      10.35  (feet)  COMP
 AS0466  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 AS0466
 AS0466  VERT ORDER  -  SECOND    CLASS I
 AS0466
 AS0466.The horizontal coordinates were scaled from a topographic map and have
 AS0466.an estimated accuracy of +/- 6 seconds.
 AS0466
 AS0466.The orthometric height was determined by differential leveling
 AS0466.and adjusted by the National Geodetic Survey in June 1991..
 AS0466
 AS0466.This Tidal Bench Mark is designated as VM 9789
 AS0466.by the Center for Operational Oceanographic Products and Services.
 AS0466
 AS0466.The geoid height was determined by GEOID03.
 AS0466
 AS0466.The dynamic height is computed by dividing the NAVD 88
 AS0466.geopotential number by the normal gravity value computed on the
 AS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0466.degrees latitude (g = 980.6199 gals.).
 AS0466
 AS0466.The modeled gravity was interpolated from observed gravity values.
 AS0466
 AS0466;                    North         East    Units  Estimated Accuracy
 AS0466;SPC FL N     -    99,210.      611,670.      MT  (+/- 180 meters Scaled)
 AS0466
 AS0466                          SUPERSEDED SURVEY CONTROL
 AS0466
 AS0466.No superseded survey control is available for this station.
 AS0466
 AS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU530100(NAD 83)
 AS0466_MARKER: DJ = TIDAL STATION DISK
 AS0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0466_SP_SET: CONCRETE POST
 AS0466_STAMPING: 8261 G 1977
 AS0466_MARK LOGO: FLDNR 
 AS0466_PROJECTION: PROJECTING 5 CENTIMETERS
 AS0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0466+STABILITY: SURFACE MOTION
 AS0466
 AS0466  HISTORY     - Date     Condition        Report By
 AS0466  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0466  HISTORY     - 1979     GOOD             FLDNR
 AS0466  HISTORY     - 1983     GOOD             FLDNR
 AS0466  HISTORY     - 19980424 GOOD             USPSQD
 AS0466
 AS0466                          STATION DESCRIPTION
 AS0466
 AS0466'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0466'9.0 MI SSE FROM PANACEA.
 AS0466'BEGIN AT THE INTERSECTION OF US 98 AND CR 370. PROCEED 6.3 MILES SOUTH
 AS0466'AND WEST ALONG CR 370 TO THE MARK. THE MARK BEARS 37.8 FEET SOUTH OF
 AS0466'COUNTY ROAD 370 CENTERLINE, 46.3 FEET EAST OF A PAVED ROAD CENTERLINE,
 AS0466'28.4 FEET EAST NORTHEAST OF POWER POLE NUMBER 58X2396R, AND 130 FEET
 AS0466'SOUTH OF A WATER TOWER.
 AS0466'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AS0466
 AS0466                          STATION RECOVERY (1983)
 AS0466
 AS0466'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0466'RECOVERED IN GOOD CONDITION.
 AS0466
 AS0466                          STATION RECOVERY (1998)
 AS0466
 AS0466'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0913 ***********************************************************************
 AS0913  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0913  DESIGNATION -  872 8311 A TIDAL
 AS0913  PID         -  AS0913
 AS0913  STATE/COUNTY-  FL/FRANKLIN
 AS0913  USGS QUAD   -  ST TERESA (1992)
 AS0913
 AS0913                         *CURRENT SURVEY CONTROL
 AS0913  ___________________________________________________________________
 AS0913* NAD 83(1986)-  29 55 46.     (N)    084 26 54.     (W)     SCALED    
 AS0913* NAVD 88     -         1.713  (meters)       5.62   (feet)  ADJUSTED  
 AS0913  ___________________________________________________________________
 AS0913  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AS0913  DYNAMIC HT  -           1.711 (meters)       5.61  (feet)  COMP
 AS0913  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 AS0913
 AS0913  VERT ORDER  -  SECOND    CLASS I
 AS0913
 AS0913.The horizontal coordinates were scaled from a topographic map and have
 AS0913.an estimated accuracy of +/- 6 seconds.
 AS0913
 AS0913.The orthometric height was determined by differential leveling
 AS0913.and adjusted by the National Geodetic Survey in September 1996..
 AS0913
 AS0913.This Tidal Bench Mark is designated as VM 9804
 AS0913.by the Center for Operational Oceanographic Products and Services.
 AS0913
 AS0913.The geoid height was determined by GEOID03.
 AS0913
 AS0913.The dynamic height is computed by dividing the NAVD 88
 AS0913.geopotential number by the normal gravity value computed on the
 AS0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0913.degrees latitude (g = 980.6199 gals.).
 AS0913
 AS0913.The modeled gravity was interpolated from observed gravity values.
 AS0913
 AS0913;                    North         East    Units  Estimated Accuracy
 AS0913;SPC FL N     -   103,030.      604,990.      MT  (+/- 180 meters Scaled)
 AS0913
 AS0913                          SUPERSEDED SURVEY CONTROL
 AS0913
 AS0913.No superseded survey control is available for this station.
 AS0913
 AS0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU463137(NAD 83)
 AS0913_MARKER: DJ = TIDAL STATION DISK
 AS0913_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0913_SP_SET: COPPER-CLAD STEEL ROD
 AS0913_STAMPING: 8311 A 1976
 AS0913_MARK LOGO: FLDNR 
 AS0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0913
 AS0913  HISTORY     - Date     Condition        Report By
 AS0913  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0913  HISTORY     - 1986     GOOD             FLDNR
 AS0913
 AS0913                          STATION DESCRIPTION
 AS0913
 AS0913'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0913'6.1 MI SSW FROM OCHLOCKONEE BAY.
 AS0913'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 98 BRIDGE OVER
 AS0913'OCHLOCKONEE BAY, GO 5.9 MILES SOUTH ON U.S. 98 TO A SET OF MULTIPLE
 AS0913'DRIVES ON THE LEFT, GO 0.2 MILE SOUTH ON THE SECOND DRIVE FROM THE
 AS0913'LEFT TO THE BICKERSTAFF BEACH HOUSE AND THE MARK.  THE MARK BEARS
 AS0913'164.1 FEET SOUTHEAST OF THE BICKERSTAFF HOUSE, 180 FEET SOUTHEAST OF
 AS0913'THE LAING HOUSE, 18.6 FEET SOUTH OF AN EAST/WEST LINE OF PINE TREES,
 AS0913'2.2 FEET WEST OF THE BEGINNING OF A PIER, AND IS A FLORIDA TIDAL
 AS0913'BENCH MARK DISK SET ATOP A COPPER-COATED STEEL ROD DRIVEN TO REFUSAL
 AS0913'AND ENCASED IN A PVC PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0912 ***********************************************************************
 AS0912  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0912  DESIGNATION -  872 8311 B TIDAL
 AS0912  PID         -  AS0912
 AS0912  STATE/COUNTY-  FL/FRANKLIN
 AS0912  USGS QUAD   -  ST TERESA (1992)
 AS0912
 AS0912                         *CURRENT SURVEY CONTROL
 AS0912  ___________________________________________________________________
 AS0912* NAD 83(1986)-  29 55 49.     (N)    084 26 54.     (W)     SCALED    
 AS0912* NAVD 88     -         6.303  (meters)      20.68   (feet)  ADJUSTED  
 AS0912  ___________________________________________________________________
 AS0912  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AS0912  DYNAMIC HT  -           6.294 (meters)      20.65  (feet)  COMP
 AS0912  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 AS0912
 AS0912  VERT ORDER  -  SECOND    CLASS I
 AS0912
 AS0912.The horizontal coordinates were scaled from a topographic map and have
 AS0912.an estimated accuracy of +/- 6 seconds.
 AS0912
 AS0912.The orthometric height was determined by differential leveling
 AS0912.and adjusted by the National Geodetic Survey in September 1996..
 AS0912
 AS0912.This Tidal Bench Mark is designated as VM 9805
 AS0912.by the Center for Operational Oceanographic Products and Services.
 AS0912
 AS0912.The geoid height was determined by GEOID03.
 AS0912
 AS0912.The dynamic height is computed by dividing the NAVD 88
 AS0912.geopotential number by the normal gravity value computed on the
 AS0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0912.degrees latitude (g = 980.6199 gals.).
 AS0912
 AS0912.The modeled gravity was interpolated from observed gravity values.
 AS0912
 AS0912;                    North         East    Units  Estimated Accuracy
 AS0912;SPC FL N     -   103,120.      604,990.      MT  (+/- 180 meters Scaled)
 AS0912
 AS0912                          SUPERSEDED SURVEY CONTROL
 AS0912
 AS0912.No superseded survey control is available for this station.
 AS0912
 AS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU463137(NAD 83)
 AS0912_MARKER: DJ = TIDAL STATION DISK
 AS0912_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0912_SP_SET: COPPER-CLAD STEEL ROD
 AS0912_STAMPING: 8311 B 1976
 AS0912_MARK LOGO: FLDNR 
 AS0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0912
 AS0912  HISTORY     - Date     Condition        Report By
 AS0912  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0912  HISTORY     - 1986     GOOD             FLDNR
 AS0912
 AS0912                          STATION DESCRIPTION
 AS0912
 AS0912'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0912'6.1 MI SSW FROM OCHLOCKONEE BAY.
 AS0912'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 98 BRIDGE OVER
 AS0912'OCHLOCKONEE BAY, GO 5.9 MILES SOUTH ON U.S. 98 TO A SET OF MULTIPLE
 AS0912'DRIVES ON THE LEFT, GO 0.2 MILE SOUTH ON THE SECOND DRIVE FROM THE
 AS0912'LEFT TO THE MARK.  THE MARK IS IN THE MIDDLE OF A TRIANGULAR SHAPED
 AS0912'ISLAND BORDERED BY THREE DRIVES, 22.8 FEET NORTH OF THE CENTERLINE OF
 AS0912'THE EAST/WEST DRIVE, 23.3 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AS0912'NORTHWEST/ SOUTHEAST DRIVE, 35.8 FEET EAST OF THE CENTERLINE OF THE
 AS0912'NORTH/ SOUTH DRIVE, 55.2 FEET NORTH OF A FENCE AND IS SET ATOP A
 AS0912'COPPER COATED STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PVC PIPE
 AS0912'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0364 ***********************************************************************
 AS0364  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0364  DESIGNATION -  872 8311 C TIDAL
 AS0364  PID         -  AS0364
 AS0364  STATE/COUNTY-  FL/FRANKLIN
 AS0364  USGS QUAD   -  ST TERESA (1992)
 AS0364
 AS0364                         *CURRENT SURVEY CONTROL
 AS0364  ___________________________________________________________________
 AS0364* NAD 83(1986)-  29 55 59.     (N)    084 26 57.     (W)     SCALED    
 AS0364* NAVD 88     -         5.001  (meters)      16.41   (feet)  ADJUSTED  
 AS0364  ___________________________________________________________________
 AS0364  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AS0364  DYNAMIC HT  -           4.994 (meters)      16.38  (feet)  COMP
 AS0364  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 AS0364
 AS0364  VERT ORDER  -  SECOND    CLASS I
 AS0364
 AS0364.The horizontal coordinates were scaled from a topographic map and have
 AS0364.an estimated accuracy of +/- 6 seconds.
 AS0364
 AS0364.The orthometric height was determined by differential leveling
 AS0364.and adjusted by the National Geodetic Survey in June 1991..
 AS0364
 AS0364.This Tidal Bench Mark is designated as VM 9806
 AS0364.by the Center for Operational Oceanographic Products and Services.
 AS0364
 AS0364.The geoid height was determined by GEOID03.
 AS0364
 AS0364.The dynamic height is computed by dividing the NAVD 88
 AS0364.geopotential number by the normal gravity value computed on the
 AS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0364.degrees latitude (g = 980.6199 gals.).
 AS0364
 AS0364.The modeled gravity was interpolated from observed gravity values.
 AS0364
 AS0364;                    North         East    Units  Estimated Accuracy
 AS0364;SPC FL N     -   103,430.      604,910.      MT  (+/- 180 meters Scaled)
 AS0364
 AS0364                          SUPERSEDED SURVEY CONTROL
 AS0364
 AS0364.No superseded survey control is available for this station.
 AS0364
 AS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU462141(NAD 83)
 AS0364_MARKER: DJ = TIDAL STATION DISK
 AS0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0364_SP_SET: COPPER-CLAD STEEL ROD
 AS0364_STAMPING: 8311 C 1976
 AS0364_MARK LOGO: FLDNR 
 AS0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0364
 AS0364  HISTORY     - Date     Condition        Report By
 AS0364  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0364  HISTORY     - 1977     GOOD             FLDNR
 AS0364  HISTORY     - 1986     GOOD             FLDNR
 AS0364  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AS0364
 AS0364                          STATION DESCRIPTION
 AS0364
 AS0364'DESCRIBED BY FL DEPT OF NAT RES 1977
 AS0364'9.6 MI EAST FROM LANARK VILLAGE.
 AS0364'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319
 AS0364'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98 9.6
 AS0364'MILES. MARK BEARS 37.3 FEET NORTH OF US 98 CENTERLINE, 43.8 FEET EAST
 AS0364'OF A NORTH BEARING DIRT ROAD CENTERLINE, 13 FEET NORTHWEST OF A
 AS0364'HIGHWAY INFORMATION SIGN.
 AS0364
 AS0364                          STATION RECOVERY (1986)
 AS0364
 AS0364'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0364'RECOVERED IN GOOD CONDITION.
 AS0364
 AS0364                          STATION RECOVERY (1998)
 AS0364
 AS0364'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0911 ***********************************************************************
 AS0911  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0911  DESIGNATION -  872 8311 D TIDAL
 AS0911  PID         -  AS0911
 AS0911  STATE/COUNTY-  FL/FRANKLIN
 AS0911  USGS QUAD   -  ST TERESA (1992)
 AS0911
 AS0911                         *CURRENT SURVEY CONTROL
 AS0911  ___________________________________________________________________
 AS0911* NAD 83(1986)-  29 55 57.     (N)    084 27 07.     (W)     SCALED    
 AS0911* NAVD 88     -         3.557  (meters)      11.67   (feet)  ADJUSTED  
 AS0911  ___________________________________________________________________
 AS0911  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AS0911  DYNAMIC HT  -           3.552 (meters)      11.65  (feet)  COMP
 AS0911  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 AS0911
 AS0911  VERT ORDER  -  SECOND    CLASS I
 AS0911
 AS0911.The horizontal coordinates were scaled from a topographic map and have
 AS0911.an estimated accuracy of +/- 6 seconds.
 AS0911
 AS0911.The orthometric height was determined by differential leveling
 AS0911.and adjusted by the National Geodetic Survey in September 1996..
 AS0911
 AS0911.This Tidal Bench Mark is designated as VM 9807
 AS0911.by the Center for Operational Oceanographic Products and Services.
 AS0911
 AS0911.The geoid height was determined by GEOID03.
 AS0911
 AS0911.The dynamic height is computed by dividing the NAVD 88
 AS0911.geopotential number by the normal gravity value computed on the
 AS0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0911.degrees latitude (g = 980.6199 gals.).
 AS0911
 AS0911.The modeled gravity was interpolated from observed gravity values.
 AS0911
 AS0911;                    North         East    Units  Estimated Accuracy
 AS0911;SPC FL N     -   103,370.      604,640.      MT  (+/- 180 meters Scaled)
 AS0911
 AS0911                          SUPERSEDED SURVEY CONTROL
 AS0911
 AS0911.No superseded survey control is available for this station.
 AS0911
 AS0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU459140(NAD 83)
 AS0911_MARKER: DJ = TIDAL STATION DISK
 AS0911_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0911_SP_SET: CULVERT HEADWALL
 AS0911_STAMPING: 8311 D 1976
 AS0911_MARK LOGO: FLDNR 
 AS0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0911+STABILITY: SURFACE MOTION
 AS0911
 AS0911  HISTORY     - Date     Condition        Report By
 AS0911  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0911  HISTORY     - 1986     GOOD             FLDNR
 AS0911
 AS0911                          STATION DESCRIPTION
 AS0911
 AS0911'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0911'6.2 MI SSW FROM OCHLOCKONEE BAY.
 AS0911'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 98 BRIDGE OVER
 AS0911'OCHLOCKONEE BAY, GO 6.2 MILES SOUTH ON U.S. 98 TO THE MARK.  THE
 AS0911'MARK BEARS 22.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND IS A
 AS0911'FLORIDA TIDAL BENCH MARK DISK SET IN THE EAST END OF THE CULVERT
 AS0911'HEADWALL.
 AS0911'THE MARK IS 4 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2256 ***********************************************************************
 BE2256  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2256  DESIGNATION -  872 8351 A TIDAL
 BE2256  PID         -  BE2256
 BE2256  STATE/COUNTY-  FL/WAKULLA
 BE2256  USGS QUAD   -  SOPCHOPPY (1972)
 BE2256
 BE2256                         *CURRENT SURVEY CONTROL
 BE2256  ___________________________________________________________________
 BE2256* NAD 83(1986)-  30 00 19.     (N)    084 28 18.     (W)     SCALED    
 BE2256* NAVD 88     -         1.032  (meters)       3.39   (feet)  ADJUSTED  
 BE2256  ___________________________________________________________________
 BE2256  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BE2256  DYNAMIC HT  -           1.031 (meters)       3.38  (feet)  COMP
 BE2256  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BE2256
 BE2256  VERT ORDER  -  SECOND    CLASS I
 BE2256
 BE2256.The horizontal coordinates were scaled from a topographic map and have
 BE2256.an estimated accuracy of +/- 6 seconds.
 BE2256
 BE2256.The orthometric height was determined by differential leveling
 BE2256.and adjusted by the National Geodetic Survey in June 1991..
 BE2256
 BE2256.This Tidal Bench Mark is designated as VM 9808
 BE2256.by the Center for Operational Oceanographic Products and Services.
 BE2256
 BE2256.The geoid height was determined by GEOID03.
 BE2256
 BE2256.The dynamic height is computed by dividing the NAVD 88
 BE2256.geopotential number by the normal gravity value computed on the
 BE2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2256.degrees latitude (g = 980.6199 gals.).
 BE2256
 BE2256.The modeled gravity was interpolated from observed gravity values.
 BE2256
 BE2256;                    North         East    Units  Estimated Accuracy
 BE2256;SPC FL N     -   111,430.      602,730.      MT  (+/- 180 meters Scaled)
 BE2256
 BE2256                          SUPERSEDED SURVEY CONTROL
 BE2256
 BE2256.No superseded survey control is available for this station.
 BE2256
 BE2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU438220(NAD 83)
 BE2256_MARKER: DJ = TIDAL STATION DISK
 BE2256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2256_SP_SET: COPPER-CLAD STEEL ROD
 BE2256_STAMPING: 8351 A 1978
 BE2256_MARK LOGO: FLDNR 
 BE2256_PROJECTION: FLUSH
 BE2256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2256_ROD/PIPE-DEPTH: 6.71 meters
 BE2256
 BE2256  HISTORY     - Date     Condition        Report By
 BE2256  HISTORY     - 1978     MONUMENTED       FLDNR
 BE2256  HISTORY     - 1986     GOOD             FLDNR
 BE2256
 BE2256                          STATION DESCRIPTION
 BE2256
 BE2256'DESCRIBED BY FL DEPT OF NAT RES 1978
 BE2256'6 MI SE FROM SOPCHOPPY.
 BE2256'ABOUT 4 MILES SOUTH ALONG US HIGHWAY 319 FROM THE POST OFFICE AT
 BE2256'SOPCHOPPY, THENCE ABOUT 2 MILES EAST ALONG THE OCHLOCKONEE RIVER
 BE2256'PARK ROAD TO THE SWIMMING AREA, 188 FEET NORTHEAST OF A DIRT DRIVE,
 BE2256'22.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE DOCK PLATFORM, 23
 BE2256'FEET SOUTH-SOUTHWEST OF THE APPARENT SHORELINE, 9 FEET SOUTHEAST OF A
 BE2256'2-FOOT DIAMETER PINE TREE.
 BE2256'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 BE2256
 BE2256                          STATION RECOVERY (1986)
 BE2256
 BE2256'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE2256'RECOVERED IN GOOD CONDITION EXCEPT THE MARK BEARS WEST-SOUTHWEST OF
 BE2256'THE WEST CORNER OF THE DOCK PLATFORM AND THERE IS NO LONGER A
 BE2256'WITNNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2255 ***********************************************************************
 BE2255  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2255  DESIGNATION -  872 8351 B TIDAL
 BE2255  PID         -  BE2255
 BE2255  STATE/COUNTY-  FL/WAKULLA
 BE2255  USGS QUAD   -  SOPCHOPPY (1972)
 BE2255
 BE2255                         *CURRENT SURVEY CONTROL
 BE2255  ___________________________________________________________________
 BE2255* NAD 83(1986)-  30 00 19.     (N)    084 28 18.     (W)     SCALED    
 BE2255* NAVD 88     -         1.149  (meters)       3.77   (feet)  ADJUSTED  
 BE2255  ___________________________________________________________________
 BE2255  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BE2255  DYNAMIC HT  -           1.148 (meters)       3.77  (feet)  COMP
 BE2255  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BE2255
 BE2255  VERT ORDER  -  SECOND    CLASS I
 BE2255
 BE2255.The horizontal coordinates were scaled from a topographic map and have
 BE2255.an estimated accuracy of +/- 6 seconds.
 BE2255
 BE2255.The orthometric height was determined by differential leveling
 BE2255.and adjusted by the National Geodetic Survey in June 1991..
 BE2255
 BE2255.This Tidal Bench Mark is designated as VM 9809
 BE2255.by the Center for Operational Oceanographic Products and Services.
 BE2255
 BE2255.The geoid height was determined by GEOID03.
 BE2255
 BE2255.The dynamic height is computed by dividing the NAVD 88
 BE2255.geopotential number by the normal gravity value computed on the
 BE2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2255.degrees latitude (g = 980.6199 gals.).
 BE2255
 BE2255.The modeled gravity was interpolated from observed gravity values.
 BE2255
 BE2255;                    North         East    Units  Estimated Accuracy
 BE2255;SPC FL N     -   111,430.      602,730.      MT  (+/- 180 meters Scaled)
 BE2255
 BE2255                          SUPERSEDED SURVEY CONTROL
 BE2255
 BE2255.No superseded survey control is available for this station.
 BE2255
 BE2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU438220(NAD 83)
 BE2255_MARKER: DJ = TIDAL STATION DISK
 BE2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2255_SP_SET: CONCRETE POST
 BE2255_STAMPING: 8351 B 1978
 BE2255_MARK LOGO: FLDNR 
 BE2255_PROJECTION: PROJECTING 5 CENTIMETERS
 BE2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2255+STABILITY: SURFACE MOTION
 BE2255
 BE2255  HISTORY     - Date     Condition        Report By
 BE2255  HISTORY     - 1978     MONUMENTED       FLDNR
 BE2255  HISTORY     - 1986     GOOD             FLDNR
 BE2255
 BE2255                          STATION DESCRIPTION
 BE2255
 BE2255'DESCRIBED BY FL DEPT OF NAT RES 1978
 BE2255'6 MI SE FROM SHOPCHOPPY.
 BE2255'ABOUT 4 MILES SOUTH ALONG US HIGHWAY 319 FROM THE POST OFFICE AT
 BE2255'SOPCHOPPY, THENCE ABOUT 2 MILES EAST ALONG THE OCHLOCKONEE RIVER
 BE2255'PARK ROAD TO THE SWIMMING AREA, 17.0 FEET SOUTH-SOUTHEAST OF THE
 BE2255'SOUTHWEST RUNNING DIRT DRIVE, 12.5 FEET WEST OF A DOUBLE TRUNKED PINE
 BE2255'TREE, AND 226.6 FEET SOUTHWEST OF TIDAL MARK 872 8351 A FLDNR.
 BE2255'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 BE2255
 BE2255                          STATION RECOVERY (1986)
 BE2255
 BE2255'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE2255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2254 ***********************************************************************
 BE2254  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2254  DESIGNATION -  872 8351 C TIDAL
 BE2254  PID         -  BE2254
 BE2254  STATE/COUNTY-  FL/WAKULLA
 BE2254  USGS QUAD   -  SOPCHOPPY (1972)
 BE2254
 BE2254                         *CURRENT SURVEY CONTROL
 BE2254  ___________________________________________________________________
 BE2254* NAD 83(1986)-  30 00 19.     (N)    084 28 18.     (W)     SCALED    
 BE2254* NAVD 88     -         1.553  (meters)       5.10   (feet)  ADJUSTED  
 BE2254  ___________________________________________________________________
 BE2254  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BE2254  DYNAMIC HT  -           1.551 (meters)       5.09  (feet)  COMP
 BE2254  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BE2254
 BE2254  VERT ORDER  -  SECOND    CLASS I
 BE2254
 BE2254.The horizontal coordinates were scaled from a topographic map and have
 BE2254.an estimated accuracy of +/- 6 seconds.
 BE2254
 BE2254.The orthometric height was determined by differential leveling
 BE2254.and adjusted by the National Geodetic Survey in June 1991..
 BE2254
 BE2254.This Tidal Bench Mark is designated as VM 9810
 BE2254.by the Center for Operational Oceanographic Products and Services.
 BE2254
 BE2254.The geoid height was determined by GEOID03.
 BE2254
 BE2254.The dynamic height is computed by dividing the NAVD 88
 BE2254.geopotential number by the normal gravity value computed on the
 BE2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2254.degrees latitude (g = 980.6199 gals.).
 BE2254
 BE2254.The modeled gravity was interpolated from observed gravity values.
 BE2254
 BE2254;                    North         East    Units  Estimated Accuracy
 BE2254;SPC FL N     -   111,430.      602,730.      MT  (+/- 180 meters Scaled)
 BE2254
 BE2254                          SUPERSEDED SURVEY CONTROL
 BE2254
 BE2254.No superseded survey control is available for this station.
 BE2254
 BE2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU438220(NAD 83)
 BE2254_MARKER: DJ = TIDAL STATION DISK
 BE2254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2254_SP_SET: COPPER-CLAD STEEL ROD
 BE2254_STAMPING: 8351 C 1978
 BE2254_MARK LOGO: FLDNR 
 BE2254_PROJECTION: FLUSH
 BE2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2254_ROD/PIPE-DEPTH: 11.2 meters
 BE2254
 BE2254  HISTORY     - Date     Condition        Report By
 BE2254  HISTORY     - 1978     MONUMENTED       FLDNR
 BE2254  HISTORY     - 1986     GOOD             FLDNR
 BE2254
 BE2254                          STATION DESCRIPTION
 BE2254
 BE2254'DESCRIBED BY FL DEPT OF NAT RES 1978
 BE2254'5.95 MI SE FROM SOPCHOPPY.
 BE2254'ABOUT 4 MILES SOUTH ALONG US HIGHWAY 319 FROM THE POST OFFICE AT
 BE2254'SOPCHOPPY, THENCE ABOUT 2 MILES EAST ALONG THE OCHLOCKONEE RIVER
 BE2254'PARK ROAD TO THE SWIMMING AREA, 224.7 FEET SOUTH-SOUTHWEST OF TIDAL
 BE2254'MARK 872 8351 B FLDNR, 30 FEET SOUTHEAST OF A NORTHEAST RUNNING DIRT
 BE2254'ROAD, 6 FEET SOUTHEAST OF A 1-FOOT DIAMETER CABBAGE PALM.
 BE2254'THE MARK IS 4.3 FT  SW FROM A WITNESS POST.
 BE2254
 BE2254                          STATION RECOVERY (1986)
 BE2254
 BE2254'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE2254'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS NORTHWEST OF THE
 BE2254'NORTHEAST BEARING DIRT ROAD AND SOUTHEAST OF THE SOUTHWEST BEARING
 BE2254'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2253 ***********************************************************************
 BE2253  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2253  DESIGNATION -  872 8351 D TIDAL
 BE2253  PID         -  BE2253
 BE2253  STATE/COUNTY-  FL/WAKULLA
 BE2253  USGS QUAD   -  SOPCHOPPY (1972)
 BE2253
 BE2253                         *CURRENT SURVEY CONTROL
 BE2253  ___________________________________________________________________
 BE2253* NAD 83(1986)-  30 00 19.     (N)    084 28 18.     (W)     SCALED    
 BE2253* NAVD 88     -         1.811  (meters)       5.94   (feet)  ADJUSTED  
 BE2253  ___________________________________________________________________
 BE2253  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BE2253  DYNAMIC HT  -           1.809 (meters)       5.93  (feet)  COMP
 BE2253  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BE2253
 BE2253  VERT ORDER  -  SECOND    CLASS I
 BE2253
 BE2253.The horizontal coordinates were scaled from a topographic map and have
 BE2253.an estimated accuracy of +/- 6 seconds.
 BE2253
 BE2253.The orthometric height was determined by differential leveling
 BE2253.and adjusted by the National Geodetic Survey in June 1991..
 BE2253
 BE2253.This Tidal Bench Mark is designated as VM 9811
 BE2253.by the Center for Operational Oceanographic Products and Services.
 BE2253
 BE2253.The geoid height was determined by GEOID03.
 BE2253
 BE2253.The dynamic height is computed by dividing the NAVD 88
 BE2253.geopotential number by the normal gravity value computed on the
 BE2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2253.degrees latitude (g = 980.6199 gals.).
 BE2253
 BE2253.The modeled gravity was interpolated from observed gravity values.
 BE2253
 BE2253;                    North         East    Units  Estimated Accuracy
 BE2253;SPC FL N     -   111,430.      602,730.      MT  (+/- 180 meters Scaled)
 BE2253
 BE2253                          SUPERSEDED SURVEY CONTROL
 BE2253
 BE2253.No superseded survey control is available for this station.
 BE2253
 BE2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU438220(NAD 83)
 BE2253_MARKER: DJ = TIDAL STATION DISK
 BE2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2253_SP_SET: CONCRETE POST
 BE2253_STAMPING: 8351 D 1978
 BE2253_MARK LOGO: FLDNR 
 BE2253_PROJECTION: PROJECTING 8 CENTIMETERS
 BE2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2253+STABILITY: SURFACE MOTION
 BE2253
 BE2253  HISTORY     - Date     Condition        Report By
 BE2253  HISTORY     - 1978     MONUMENTED       FLDNR
 BE2253  HISTORY     - 1986     GOOD             FLDNR
 BE2253
 BE2253                          STATION DESCRIPTION
 BE2253
 BE2253'DESCRIBED BY FL DEPT OF NAT RES 1978
 BE2253'5.95 MI SE FROM SOPCHOPPY.
 BE2253'ABOUT 4 MILES SOUTH ALONG US HIGHWAY 319 FROM THE POST OFFICE AT
 BE2253'SOPCHOPPY, THENCE ABOUT 2 MILES EAST ALONG THE OCHLOCKONEE RIVER
 BE2253'PARK ROAD TO THE SWIMMING AREA, 325 FEET WEST-SOUTHWEST OF TIDAL MARK
 BE2253'872 8351 C FLDNR, 28.7 FEET SOUTH OF THE CENTERLINE OF THE MAIN PARK
 BE2253'ROAD RUNNING EAST-WEST, 23.8 FEET NORTH OF A 18-INCH DIAMETER PINE TRE
 BE2253'TREE, AND 160.5 FEET EAST-SOUTHEST OF THE END OF THE PAVEMENT OF THE
 BE2253'MAIN PARK ROAD.
 BE2253'THE MARK IS 3 FT  N FROM A WITNESS POST.
 BE2253
 BE2253                          STATION RECOVERY (1986)
 BE2253
 BE2253'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2252 ***********************************************************************
 BE2252  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2252  DESIGNATION -  872 8351 E TIDAL
 BE2252  PID         -  BE2252
 BE2252  STATE/COUNTY-  FL/WAKULLA
 BE2252  USGS QUAD   -  SOPCHOPPY (1972)
 BE2252
 BE2252                         *CURRENT SURVEY CONTROL
 BE2252  ___________________________________________________________________
 BE2252* NAD 83(1986)-  30 00 19.     (N)    084 28 18.     (W)     SCALED    
 BE2252* NAVD 88     -         2.047  (meters)       6.72   (feet)  ADJUSTED  
 BE2252  ___________________________________________________________________
 BE2252  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BE2252  DYNAMIC HT  -           2.044 (meters)       6.71  (feet)  COMP
 BE2252  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BE2252
 BE2252  VERT ORDER  -  SECOND    CLASS I
 BE2252
 BE2252.The horizontal coordinates were scaled from a topographic map and have
 BE2252.an estimated accuracy of +/- 6 seconds.
 BE2252
 BE2252.The orthometric height was determined by differential leveling
 BE2252.and adjusted by the National Geodetic Survey in June 1991..
 BE2252
 BE2252.This Tidal Bench Mark is designated as VM 9812
 BE2252.by the Center for Operational Oceanographic Products and Services.
 BE2252
 BE2252.The geoid height was determined by GEOID03.
 BE2252
 BE2252.The dynamic height is computed by dividing the NAVD 88
 BE2252.geopotential number by the normal gravity value computed on the
 BE2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2252.degrees latitude (g = 980.6199 gals.).
 BE2252
 BE2252.The modeled gravity was interpolated from observed gravity values.
 BE2252
 BE2252;                    North         East    Units  Estimated Accuracy
 BE2252;SPC FL N     -   111,430.      602,730.      MT  (+/- 180 meters Scaled)
 BE2252
 BE2252                          SUPERSEDED SURVEY CONTROL
 BE2252
 BE2252.No superseded survey control is available for this station.
 BE2252
 BE2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU438220(NAD 83)
 BE2252_MARKER: DJ = TIDAL STATION DISK
 BE2252_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 BE2252_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 BE2252_STAMPING: 8351 E 1978
 BE2252_MARK LOGO: FLDNR 
 BE2252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2252
 BE2252  HISTORY     - Date     Condition        Report By
 BE2252  HISTORY     - 1978     MONUMENTED       FLDNR
 BE2252  HISTORY     - 1986     GOOD             FLDNR
 BE2252
 BE2252                          STATION DESCRIPTION
 BE2252
 BE2252'DESCRIBED BY FL DEPT OF NAT RES 1978
 BE2252'5.95 MI SE FROM SOPCHOPPY.
 BE2252'A DESCRIPTION FOR THIS MARK WAS NOT RECEIVED BY NGS.  CONTACT NOS/
 BE2252'TIDES AND WATER LEVELS DIVISION OR THE FLORIDA DEPARTMENT OF NATURAL
 BE2252'RESOURCES FOR THE FULL DESCRIPTION.
 BE2252
 BE2252                          STATION RECOVERY (1986)
 BE2252
 BE2252'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE2252'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS EAST-SOUTHEAST OF THE
 BE2252'POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0356 ***********************************************************************
 AS0356  DESIGNATION -  872 8360 A TIDAL
 AS0356  PID         -  AS0356
 AS0356  STATE/COUNTY-  FL/FRANKLIN
 AS0356  USGS QUAD   -  MC INTYRE (1992)
 AS0356
 AS0356                         *CURRENT SURVEY CONTROL
 AS0356  ___________________________________________________________________
 AS0356* NAD 83(1986)-  29 55 01.     (N)    084 30 41.     (W)     SCALED    
 AS0356* NAVD 88     -         2.987  (meters)       9.80   (feet)  ADJUSTED  
 AS0356  ___________________________________________________________________
 AS0356  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0356  DYNAMIC HT  -           2.983 (meters)       9.79  (feet)  COMP
 AS0356  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 AS0356
 AS0356  VERT ORDER  -  SECOND    CLASS I
 AS0356
 AS0356.The horizontal coordinates were scaled from a topographic map and have
 AS0356.an estimated accuracy of +/- 6 seconds.
 AS0356
 AS0356.The orthometric height was determined by differential leveling
 AS0356.and adjusted by the National Geodetic Survey in June 1991..
 AS0356
 AS0356.The geoid height was determined by GEOID03.
 AS0356
 AS0356.The dynamic height is computed by dividing the NAVD 88
 AS0356.geopotential number by the normal gravity value computed on the
 AS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0356.degrees latitude (g = 980.6199 gals.).
 AS0356
 AS0356.The modeled gravity was interpolated from observed gravity values.
 AS0356
 AS0356;                    North         East    Units  Estimated Accuracy
 AS0356;SPC FL N     -   101,640.      598,900.      MT  (+/- 180 meters Scaled)
 AS0356
 AS0356                          SUPERSEDED SURVEY CONTROL
 AS0356
 AS0356.No superseded survey control is available for this station.
 AS0356
 AS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU402121(NAD 83)
 AS0356_MARKER: DJ = TIDAL STATION DISK
 AS0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0356_SP_SET: CONCRETE POST
 AS0356_STAMPING: 8360 K 1976
 AS0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0356+STABILITY: SURFACE MOTION
 AS0356
 AS0356  HISTORY     - Date     Condition        Report By
 AS0356  HISTORY     - 1976     MONUMENTED       NOS
 AS0356  HISTORY     - 1976     GOOD             FLDNR
 AS0356  HISTORY     - 1989     GOOD             USPSQD
 AS0356  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AS0356
 AS0356                          STATION DESCRIPTION
 AS0356
 AS0356'DESCRIBED BY FL DEPT OF NAT RES 1976
 AS0356'5.7 MI EAST FROM LANARK VILLAGE.
 AS0356'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319,
 AS0356'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98
 AS0356'5.7 MILES TO THE ENTRANCE TO THE FLORIDA STATE UNIVERSITY
 AS0356'OCEANOGRAPHIC LABORATORY. MARK BEARS 2.2 FEET NORTHEAST OF NORTHWEST
 AS0356'CORNER POLE OF CAR ENCLOSURE, 25.8 FEET SOUTH OF DRIVEWAY CENTERLINE.
 AS0356
 AS0356                          STATION RECOVERY (1989)
 AS0356
 AS0356'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0356'RECOVERED IN GOOD CONDITION.
 AS0356
 AS0356                          STATION RECOVERY (1998)
 AS0356
 AS0356'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0357 ***********************************************************************
 AS0357  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0357  DESIGNATION -  872 8360 J TIDAL
 AS0357  PID         -  AS0357
 AS0357  STATE/COUNTY-  FL/FRANKLIN
 AS0357  USGS QUAD   -  MC INTYRE (1992)
 AS0357
 AS0357                         *CURRENT SURVEY CONTROL
 AS0357  ___________________________________________________________________
 AS0357* NAD 83(1986)-  29 55 00.     (N)    084 30 41.     (W)     SCALED    
 AS0357* NAVD 88     -         3.711  (meters)      12.18   (feet)  ADJUSTED  
 AS0357  ___________________________________________________________________
 AS0357  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0357  DYNAMIC HT  -           3.706 (meters)      12.16  (feet)  COMP
 AS0357  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 AS0357
 AS0357  VERT ORDER  -  SECOND    CLASS I
 AS0357
 AS0357.The horizontal coordinates were scaled from a topographic map and have
 AS0357.an estimated accuracy of +/- 6 seconds.
 AS0357
 AS0357.The orthometric height was determined by differential leveling
 AS0357.and adjusted by the National Geodetic Survey in June 1991..
 AS0357
 AS0357.This Tidal Bench Mark is designated as VM 765
 AS0357.by the Center for Operational Oceanographic Products and Services.
 AS0357
 AS0357.The geoid height was determined by GEOID03.
 AS0357
 AS0357.The dynamic height is computed by dividing the NAVD 88
 AS0357.geopotential number by the normal gravity value computed on the
 AS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0357.degrees latitude (g = 980.6199 gals.).
 AS0357
 AS0357.The modeled gravity was interpolated from observed gravity values.
 AS0357
 AS0357;                    North         East    Units  Estimated Accuracy
 AS0357;SPC FL N     -   101,610.      598,900.      MT  (+/- 180 meters Scaled)
 AS0357
 AS0357                          SUPERSEDED SURVEY CONTROL
 AS0357
 AS0357  NGVD 29 (09/01/92)    3.894  (m)           12.78   (f) ADJUSTED    2 1
 AS0357
 AS0357.Superseded values are not recommended for survey control.
 AS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0357.See file dsdata.txt to determine how the superseded data were derived.
 AS0357
 AS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU402121(NAD 83)
 AS0357_MARKER: DJ = TIDAL STATION DISK
 AS0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AS0357_SP_SET: CONCRETE FOUNDATION
 AS0357_STAMPING: 8360 J 1976
 AS0357_MARK LOGO: NOS   
 AS0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0357+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 AS0357
 AS0357  HISTORY     - Date     Condition        Report By
 AS0357  HISTORY     - 1976     MONUMENTED       NOS
 AS0357  HISTORY     - 1976     GOOD             FLDNR
 AS0357  HISTORY     - 1989     GOOD             USPSQD
 AS0357  HISTORY     - 19890905 GOOD             FLDNR
 AS0357
 AS0357                          STATION DESCRIPTION
 AS0357
 AS0357'DESCRIBED BY FL DEPT OF NAT RES 1976
 AS0357'5.7 MI EAST FROM LANARK VILLAGE.
 AS0357'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319,
 AS0357'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98
 AS0357'5.7 MILES TO THE ENTRANCE TO THE FLORIDA STATE UNIVERSITY
 AS0357'OCEANOGRAPHIC LABORATORY. MARK BEARS 1 FOOT NORTH OF THE NORTH WALL
 AS0357'OF LAB BUILDING, 25.6 FEET SOUTH OF SIDEWALK.
 AS0357
 AS0357                          STATION RECOVERY (1989)
 AS0357
 AS0357'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0357'RECOVERED IN GOOD CONDITION.
 AS0357
 AS0357                          STATION RECOVERY (1989)
 AS0357
 AS0357'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AS0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0957 ***********************************************************************
 AS0957  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0957  DESIGNATION -  872 8360 K TIDAL
 AS0957  PID         -  AS0957
 AS0957  STATE/COUNTY-  FL/FRANKLIN
 AS0957  USGS QUAD   -  MC INTYRE (1992)
 AS0957
 AS0957                         *CURRENT SURVEY CONTROL
 AS0957  ___________________________________________________________________
 AS0957* NAD 83(1986)-  29 55 02.     (N)    084 30 42.     (W)     SCALED    
 AS0957* NAVD 88     -         2.987  (meters)       9.80   (feet)  ADJUSTED  
 AS0957  ___________________________________________________________________
 AS0957  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0957  DYNAMIC HT  -           2.983 (meters)       9.79  (feet)  COMP
 AS0957  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 AS0957
 AS0957  VERT ORDER  -  SECOND    CLASS I
 AS0957
 AS0957.The horizontal coordinates were scaled from a topographic map and have
 AS0957.an estimated accuracy of +/- 6 seconds.
 AS0957
 AS0957.The orthometric height was determined by differential leveling
 AS0957.and adjusted by the National Geodetic Survey in May 2001..
 AS0957
 AS0957.This Tidal Bench Mark is designated as VM 766
 AS0957.by the Center for Operational Oceanographic Products and Services.
 AS0957
 AS0957.The geoid height was determined by GEOID03.
 AS0957
 AS0957.The dynamic height is computed by dividing the NAVD 88
 AS0957.geopotential number by the normal gravity value computed on the
 AS0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0957.degrees latitude (g = 980.6199 gals.).
 AS0957
 AS0957.The modeled gravity was interpolated from observed gravity values.
 AS0957
 AS0957;                    North         East    Units  Estimated Accuracy
 AS0957;SPC FL N     -   101,670.      598,870.      MT  (+/- 180 meters Scaled)
 AS0957
 AS0957                          SUPERSEDED SURVEY CONTROL
 AS0957
 AS0957  NGVD 29 (09/01/92)    3.170  (m)           10.40   (f) ADJUSTED    2 1
 AS0957
 AS0957.Superseded values are not recommended for survey control.
 AS0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0957.See file dsdata.txt to determine how the superseded data were derived.
 AS0957
 AS0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU402122(NAD 83)
 AS0957_MARKER: DJ = TIDAL STATION DISK
 AS0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0957_SP_SET: CONCRETE POST
 AS0957_STAMPING: 8360 K 1976
 AS0957_MARK LOGO: NOS   
 AS0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0957+STABILITY: SURFACE MOTION
 AS0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0957+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 AS0957
 AS0957  HISTORY     - Date     Condition        Report By
 AS0957  HISTORY     - 1976     MONUMENTED       NOS
 AS0957  HISTORY     - 19890905 GOOD             FLDNR
 AS0957
 AS0957                          STATION DESCRIPTION
 AS0957
 AS0957'DESCRIBED BY FL DEPT OF NAT RES 1989
 AS0957'THE BENCHMARK IS LOCATED APPROXIMATELY 9 MI (14.5 KM) EAST OF
 AS0957'CARRABELLE, 11 MI (17.7 KM) SOUTH OF SOPCHOPPY AT THE FLORIDA STATE
 AS0957'UNIVERSITY OCEANAGRAPHIC LABORATORY.
 AS0957'TO REACH THE BENCHMARK FROM THE INTRESECTION OF U.S. HIGHWAY 98, 319
 AS0957'AND AZALIA COURT DRIVE (THE ENTRANCE TO LANARK VILLAGE), GO EAST ON
 AS0957'U.S. HIGHWAY 98, 319 FOR 5.7 MI (9.2 KM) TO THE ENTRANCE TO THE
 AS0957'FLORIDA STATE UNIVERSITY OCEANAGRAPHIC LABORATORY ON THE RIGHT, TURN
 AS0957'RIGHT GO SOUTH INTO THE FENCED LABORATORY GROUNDS TO THE MARK.
 AS0957'THE MARK IS 46.4 FT (14.1 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 AS0957'THE MAINTENANCE BUILDING, 26.0 FT (7.9 M) SOUTH OF THE CENTERLINE OF
 AS0957'THE NORTH DRIVE OF THE LABORATORY, 7.0 FT (2.1 M) WEST OF A STORM
 AS0957'DRAIN, 5.0 FT (1.5 M) SOUTH OF A SMALL CABBAGE PALM, 2.2 FT (0.7 M)
 AS0957'NORTHEAST OF THE NORTHWEST CORNER POLE OF A CARPORT ENCLOSURE AND THE
 AS0957'MARK IS SET FLUSH IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0883 ***********************************************************************
 AS0883  CBN         -  This is a Cooperative Base Network Control Station.
 AS0883  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0883  DESIGNATION -  872 8360 L TIDAL
 AS0883  PID         -  AS0883
 AS0883  STATE/COUNTY-  FL/FRANKLIN
 AS0883  USGS QUAD   -  MC INTYRE (1992)
 AS0883
 AS0883                         *CURRENT SURVEY CONTROL
 AS0883  ___________________________________________________________________
 AS0883* NAD 83(1999)-  29 54 58.98782(N)    084 30 42.12361(W)     ADJUSTED  
 AS0883* NAVD 88     -         1.927  (meters)       6.32   (feet)  ADJUSTED  
 AS0883  ___________________________________________________________________
 AS0883  X           -     529,176.714 (meters)                     COMP
 AS0883  Y           -  -5,507,499.314 (meters)                     COMP
 AS0883  Z           -   3,162,330.757 (meters)                     COMP
 AS0883  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AS0883  ELLIP HEIGHT-         -25.21  (meters)          (04/12/01) GPS OBS
 AS0883  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0883  DYNAMIC HT  -           1.925 (meters)       6.32  (feet)  COMP
 AS0883  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 AS0883
 AS0883  HORZ ORDER  -  A
 AS0883  VERT ORDER  -  SECOND    CLASS I
 AS0883  ELLP ORDER  -  FOURTH    CLASS I
 AS0883
 AS0883.The horizontal coordinates were established by GPS observations
 AS0883.and adjusted by the National Geodetic Survey in April 2001..
 AS0883
 AS0883.The orthometric height was determined by differential leveling
 AS0883.and adjusted by the National Geodetic Survey in May 2001..
 AS0883
 AS0883.This Tidal Bench Mark is designated as VM 12559
 AS0883.by the Center for Operational Oceanographic Products and Services.
 AS0883
 AS0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS0883
 AS0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0883
 AS0883.The ellipsoidal height was determined by GPS observations
 AS0883.and is referenced to NAD 83.
 AS0883
 AS0883.The geoid height was determined by GEOID03.
 AS0883
 AS0883.The dynamic height is computed by dividing the NAVD 88
 AS0883.geopotential number by the normal gravity value computed on the
 AS0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0883.degrees latitude (g = 980.6199 gals.).
 AS0883
 AS0883.The modeled gravity was interpolated from observed gravity values.
 AS0883
 AS0883;                    North         East     Units Scale Factor Converg.
 AS0883;SPC FL N     -   101,578.872   598,870.116   MT  0.99995796   -0 00 21.2
 AS0883;SPC FL N     -   333,263.35  1,964,793.04   sFT  0.99995796   -0 00 21.2
 AS0883;UTM  16      - 3,312,122.923   740,229.839   MT  1.00031208   +1 14 29.8
 AS0883
 AS0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0883!SPC FL N     -   1.00000396  x   0.99995796  =   0.99996192
 AS0883!UTM  16      -   1.00000396  x   1.00031208  =   1.00031604
 AS0883
 AS0883                          SUPERSEDED SURVEY CONTROL
 AS0883
 AS0883  NAD 83(1990)-  29 54 58.98782(N)    084 30 42.12278(W) AD(       ) B
 AS0883  ELLIP H (09/13/90)  -24.98   (m)                       GP(       ) 4 1
 AS0883  NAVD 88 (04/12/01)    1.93   (m)            6.3    (f) LEVELING    3  
 AS0883  NGVD 29 (09/13/90)    2.11   (m)            6.9    (f) LEVELING    3  
 AS0883
 AS0883.Superseded values are not recommended for survey control.
 AS0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0883.See file dsdata.txt to determine how the superseded data were derived.
 AS0883
 AS0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4023012123(NAD 83)
 AS0883_MARKER: DH = HORIZONTAL CONTROL DISK
 AS0883_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AS0883_SP_SET: 18FT X 20FT CONCRETE PAD
 AS0883_STAMPING: 8360 L 1988
 AS0883_MARK LOGO: NGS   
 AS0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0883+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 AS0883
 AS0883  HISTORY     - Date     Condition        Report By
 AS0883  HISTORY     - 1988     MONUMENTED       NGS
 AS0883  HISTORY     - 19890905 GOOD             FLDNR
 AS0883  HISTORY     - 19990405 GOOD             FLDT
 AS0883  HISTORY     - 20020917 GOOD             BAH
 AS0883
 AS0883                          STATION DESCRIPTION
 AS0883
 AS0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AS0883'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) NORTHEAST OF
 AS0883'CARRABELLE, 16.09 KM (10.00 MI) SOUTH OF SOPCHOPPY, AT THE FLORIDA
 AS0883'STATE UNIVERSITY MARINE LABORATORY, IN THE TOP OF A 5.49 M (18.0 FT)
 AS0883'BY 6.10 M (20.0 FT) CONCRETE PAD AT SOUTHEAST END OF A CONCRETE PIER.
 AS0883'OWNERSHIP--FLORIDA STATE UNIVERSITY, MARINE LABORATORY, ROUTE 1, BOX
 AS0883'219A, SOPCHOPPY FL 32358, DR. JOHN W. HITRON, ASSOCIATE DIRECTOR,
 AS0883'PHONE 904-644-4740.
 AS0883'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH SPUR OF U.S.
 AS0883'HIGHWAY 98 AND U.S. HIGHWAY 319, ABOUT 16.09 KM (10.00 MI) SOUTH OF
 AS0883'SOPCHOPPY, GO EASTERLY FOR 0.97 KM (0.60 MI) ON HIGHWAY 98 TO A PAVED
 AS0883'ROAD RIGHT AT FLORIDA STATE UNIVERSITY MARINE LABORATORY SIGN.  TURN
 AS0883'RIGHT AND GO SOUTH FOR ABOUT 20 M (65.6 FT) ON THE PAVED ROAD TO A
 AS0883'GATE.  PASS THROUGH GATE, TURN RIGHT AND GO WESTERLY FOR 0.08 KM
 AS0883'(0.05 MI) ON A PAVED ROAD, THEN BEAR LEFT AND GO SOUTHERLY FOR 0.08 KM
 AS0883'(0.05 MI) ON A PAVED ROAD TO THE STATION ON RIGHT.
 AS0883'LOCATED 14.20 M (46.6 FT) NORTHWEST FROM A METAL TOWER WITH ANEMOMETER
 AS0883'AND WIND VANE, 4.05 M (13.3 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF
 AS0883'CONCRETE PAD AND 1.04 M (3.4 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF
 AS0883'CONCRETE PAD.
 AS0883'DESCRIBED BY D.F. CALLAHAN.
 AS0883
 AS0883                          STATION RECOVERY (1989)
 AS0883
 AS0883'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AS0883'RECOVERED IN GOOD CONDITION.
 AS0883
 AS0883                          STATION RECOVERY (1999)
 AS0883
 AS0883'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AS0883'RECOVERED AS DESCRIBED.
 AS0883
 AS0883                          STATION RECOVERY (2002)
 AS0883
 AS0883'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW)
 AS0883'RECOVERED IN GOOD CONDITION. THIS STATION WAS USED IN A GPS CONTROL
 AS0883'NETWORK IN CONNECTION WITH THE FDEP BALD POINT ACQUISITION PROJECT IN
 AS0883'FRANKLIN COUNTY (BERRYMAN AND HENIGAR PROJECT NUMBER 91452.00).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0359 ***********************************************************************
 AS0359  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0359  DESIGNATION -  872 8360 TIDAL 1
 AS0359  PID         -  AS0359
 AS0359  STATE/COUNTY-  FL/FRANKLIN
 AS0359  USGS QUAD   -  MC INTYRE (1992)
 AS0359
 AS0359                         *CURRENT SURVEY CONTROL
 AS0359  ___________________________________________________________________
 AS0359* NAD 83(1986)-  29 54 59.     (N)    084 30 41.     (W)     SCALED    
 AS0359* NAVD 88     -         1.847  (meters)       6.06   (feet)  ADJUSTED  
 AS0359  ___________________________________________________________________
 AS0359  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0359  DYNAMIC HT  -           1.845 (meters)       6.05  (feet)  COMP
 AS0359  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 AS0359
 AS0359  VERT ORDER  -  SECOND    CLASS I
 AS0359
 AS0359.The horizontal coordinates were scaled from a topographic map and have
 AS0359.an estimated accuracy of +/- 6 seconds.
 AS0359
 AS0359.The orthometric height was determined by differential leveling
 AS0359.and adjusted by the National Geodetic Survey in May 2001..
 AS0359
 AS0359.This Tidal Bench Mark is designated as VM 762
 AS0359.by the Center for Operational Oceanographic Products and Services.
 AS0359
 AS0359.The geoid height was determined by GEOID03.
 AS0359
 AS0359.The dynamic height is computed by dividing the NAVD 88
 AS0359.geopotential number by the normal gravity value computed on the
 AS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0359.degrees latitude (g = 980.6199 gals.).
 AS0359
 AS0359.The modeled gravity was interpolated from observed gravity values.
 AS0359
 AS0359;                    North         East    Units  Estimated Accuracy
 AS0359;SPC FL N     -   101,580.      598,900.      MT  (+/- 180 meters Scaled)
 AS0359
 AS0359                          SUPERSEDED SURVEY CONTROL
 AS0359
 AS0359  NAVD 88 (06/15/91)    1.853  (m)            6.08   (f) UNKNOWN     2 1
 AS0359  NGVD 29 (09/01/92)    2.030  (m)            6.66   (f) ADJUSTED    2 1
 AS0359
 AS0359.Superseded values are not recommended for survey control.
 AS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0359.See file dsdata.txt to determine how the superseded data were derived.
 AS0359
 AS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU402121(NAD 83)
 AS0359_MARKER: DJ = TIDAL STATION DISK
 AS0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AS0359_SP_SET: CONCRETE PAD
 AS0359_STAMPING: NO 1 1969
 AS0359_MARK LOGO: CGS   
 AS0359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0359+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 AS0359
 AS0359  HISTORY     - Date     Condition        Report By
 AS0359  HISTORY     - 1969     MONUMENTED       CGS
 AS0359  HISTORY     - 1976     GOOD             FLDNR
 AS0359  HISTORY     - 1989     GOOD             USPSQD
 AS0359  HISTORY     - 19890905 GOOD             FLDNR
 AS0359
 AS0359                          STATION DESCRIPTION
 AS0359
 AS0359'DESCRIBED BY FL DEPT OF NAT RES 1976
 AS0359'5.7 MI EAST FROM LANARK VILLAGE.
 AS0359'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319,
 AS0359'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98
 AS0359'5.7 MILES TO THE ENTRANCE TO THE FLORIDA STATE UNIVERSITY
 AS0359'OCEANOGRAPHIC LABORATORY. MARK BEARS 1 FOOT NORTH OF SOUTH END OF
 AS0359'POURED BULKHEAD, 35.5 FEET NORTH OF SALTWATER PUMP HOUSE WHICH IS ALSO
 AS0359'TIDE HOUSE, 54.9 FEET SOUTH OF THE SOUTHERNMOST LAMP POST ON THE DOCK.
 AS0359
 AS0359                          STATION RECOVERY (1989)
 AS0359
 AS0359'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0359'RECOVERED IN GOOD CONDITION.
 AS0359
 AS0359                          STATION RECOVERY (1989)
 AS0359
 AS0359'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AS0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0358 ***********************************************************************
 AS0358  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0358  DESIGNATION -  872 8360 TIDAL 2
 AS0358  PID         -  AS0358
 AS0358  STATE/COUNTY-  FL/FRANKLIN
 AS0358  USGS QUAD   -  MC INTYRE (1992)
 AS0358
 AS0358                         *CURRENT SURVEY CONTROL
 AS0358  ___________________________________________________________________
 AS0358* NAD 83(1986)-  29 54 59.     (N)    084 30 41.     (W)     SCALED    
 AS0358* NAVD 88     -         2.605  (meters)       8.55   (feet)  ADJUSTED  
 AS0358  ___________________________________________________________________
 AS0358  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0358  DYNAMIC HT  -           2.602 (meters)       8.54  (feet)  COMP
 AS0358  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 AS0358
 AS0358  VERT ORDER  -  SECOND    CLASS I
 AS0358
 AS0358.The horizontal coordinates were scaled from a topographic map and have
 AS0358.an estimated accuracy of +/- 6 seconds.
 AS0358
 AS0358.The orthometric height was determined by differential leveling
 AS0358.and adjusted by the National Geodetic Survey in June 1991..
 AS0358
 AS0358.This Tidal Bench Mark is designated as VM 763
 AS0358.by the Center for Operational Oceanographic Products and Services.
 AS0358
 AS0358.The geoid height was determined by GEOID03.
 AS0358
 AS0358.The dynamic height is computed by dividing the NAVD 88
 AS0358.geopotential number by the normal gravity value computed on the
 AS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0358.degrees latitude (g = 980.6199 gals.).
 AS0358
 AS0358.The modeled gravity was interpolated from observed gravity values.
 AS0358
 AS0358;                    North         East    Units  Estimated Accuracy
 AS0358;SPC FL N     -   101,580.      598,900.      MT  (+/- 180 meters Scaled)
 AS0358
 AS0358                          SUPERSEDED SURVEY CONTROL
 AS0358
 AS0358  NGVD 29 (09/01/92)    2.787  (m)            9.14   (f) ADJUSTED    2 1
 AS0358
 AS0358.Superseded values are not recommended for survey control.
 AS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0358.See file dsdata.txt to determine how the superseded data were derived.
 AS0358
 AS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU402121(NAD 83)
 AS0358_MARKER: DJ = TIDAL STATION DISK
 AS0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0358_SP_SET: CONCRETE APRON
 AS0358_STAMPING: NO 2 1969
 AS0358_MARK LOGO: CGS   
 AS0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0358+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 AS0358
 AS0358  HISTORY     - Date     Condition        Report By
 AS0358  HISTORY     - 1969     MONUMENTED       CGS
 AS0358  HISTORY     - 1976     GOOD             FLDNR
 AS0358  HISTORY     - 1989     GOOD             USPSQD
 AS0358  HISTORY     - 19890905 GOOD             FLDNR
 AS0358
 AS0358                          STATION DESCRIPTION
 AS0358
 AS0358'DESCRIBED BY FL DEPT OF NAT RES 1976
 AS0358'5.7 MI EAST FROM LANARK VILLAGE.
 AS0358'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319,
 AS0358'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98
 AS0358'5.7 MILES TO THE ENTRANCE TO THE FLORIDA STATE UNIVERSITY
 AS0358'OCEANOGRAPHIC LABORATORY. MARK BEARS 1.9 FEET EAST OF SOUTHERNMOST
 AS0358'COLUMN OF LAB BUILDING, 11.1 FEET NORTHWEST OF NORTHWEST LEG OF TANK
 AS0358'PLATFORM, 76.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF SHOP BUILDING.
 AS0358
 AS0358                          STATION RECOVERY (1989)
 AS0358
 AS0358'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0358'RECOVERED IN GOOD CONDITION.
 AS0358
 AS0358                          STATION RECOVERY (1989)
 AS0358
 AS0358'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AS0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0355 ***********************************************************************
 AS0355  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0355  DESIGNATION -  872 8360 TIDAL 3
 AS0355  PID         -  AS0355
 AS0355  STATE/COUNTY-  FL/FRANKLIN
 AS0355  USGS QUAD   -  MC INTYRE (1992)
 AS0355
 AS0355                         *CURRENT SURVEY CONTROL
 AS0355  ___________________________________________________________________
 AS0355* NAD 83(1986)-  29 55 00.     (N)    084 30 42.     (W)     SCALED    
 AS0355* NAVD 88     -         2.054  (meters)       6.74   (feet)  ADJUSTED  
 AS0355  ___________________________________________________________________
 AS0355  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0355  DYNAMIC HT  -           2.051 (meters)       6.73  (feet)  COMP
 AS0355  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 AS0355
 AS0355  VERT ORDER  -  SECOND    CLASS I
 AS0355
 AS0355.The horizontal coordinates were scaled from a topographic map and have
 AS0355.an estimated accuracy of +/- 6 seconds.
 AS0355
 AS0355.The orthometric height was determined by differential leveling
 AS0355.and adjusted by the National Geodetic Survey in June 1991..
 AS0355
 AS0355.This Tidal Bench Mark is designated as VM 764
 AS0355.by the Center for Operational Oceanographic Products and Services.
 AS0355
 AS0355.The geoid height was determined by GEOID03.
 AS0355
 AS0355.The dynamic height is computed by dividing the NAVD 88
 AS0355.geopotential number by the normal gravity value computed on the
 AS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0355.degrees latitude (g = 980.6199 gals.).
 AS0355
 AS0355.The modeled gravity was interpolated from observed gravity values.
 AS0355
 AS0355;                    North         East    Units  Estimated Accuracy
 AS0355;SPC FL N     -   101,610.      598,870.      MT  (+/- 180 meters Scaled)
 AS0355
 AS0355                          SUPERSEDED SURVEY CONTROL
 AS0355
 AS0355  NGVD 29 (09/01/92)    2.237  (m)            7.34   (f) ADJUSTED    2 1
 AS0355
 AS0355.Superseded values are not recommended for survey control.
 AS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0355.See file dsdata.txt to determine how the superseded data were derived.
 AS0355
 AS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU402121(NAD 83)
 AS0355_MARKER: DJ = TIDAL STATION DISK
 AS0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AS0355_SP_SET: CONCRETE PAD
 AS0355_STAMPING: NO 3 1969
 AS0355_MARK LOGO: CGS   
 AS0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0355+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1989
 AS0355
 AS0355  HISTORY     - Date     Condition        Report By
 AS0355  HISTORY     - 1969     MONUMENTED       CGS
 AS0355  HISTORY     - 1976     GOOD             FLDNR
 AS0355  HISTORY     - 1989     GOOD             USPSQD
 AS0355  HISTORY     - 19890905 GOOD             FLDNR
 AS0355
 AS0355                          STATION DESCRIPTION
 AS0355
 AS0355'DESCRIBED BY FL DEPT OF NAT RES 1976
 AS0355'5.7 MI EAST FROM LANARK VILLAGE.
 AS0355'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319,
 AS0355'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98
 AS0355'5.7 MILES TO THE ENTRANCE TO THE FLORIDA STATE UNIVERSITY
 AS0355'OCEANOGRAPHIC LABORATORY. MARK BEARS 13.4 FEET NORTH OF GASOLINE
 AS0355'PUMPS, 51.9 FEET SOUTH OF NORTH END OF THE BULKHEAD, 4 FEET NORTHWEST
 AS0355'OF SMALL BOAT HOIST, 64.4 FEET WEST OF NORTHWEST CORNER OF SHOP
 AS0355'BUILDING.
 AS0355
 AS0355                          STATION RECOVERY (1989)
 AS0355
 AS0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0355'RECOVERED IN GOOD CONDITION.
 AS0355
 AS0355                          STATION RECOVERY (1989)
 AS0355
 AS0355'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AS0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0486 ***********************************************************************
 AS0486  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0486  DESIGNATION -  872 8366 A TIDAL FLDNR
 AS0486  PID         -  AS0486
 AS0486  STATE/COUNTY-  FL/FRANKLIN
 AS0486  USGS QUAD   -  MC INTYRE (1992)
 AS0486
 AS0486                         *CURRENT SURVEY CONTROL
 AS0486  ___________________________________________________________________
 AS0486* NAD 83(1986)-  29 58 53.     (N)    084 31 34.     (W)     SCALED    
 AS0486* NAVD 88     -         2.409  (meters)       7.90   (feet)  ADJUSTED  
 AS0486  ___________________________________________________________________
 AS0486  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0486  DYNAMIC HT  -           2.406 (meters)       7.89  (feet)  COMP
 AS0486  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 AS0486
 AS0486  VERT ORDER  -  SECOND    CLASS I
 AS0486
 AS0486.The horizontal coordinates were scaled from a topographic map and have
 AS0486.an estimated accuracy of +/- 6 seconds.
 AS0486
 AS0486.The orthometric height was determined by differential leveling
 AS0486.and adjusted by the National Geodetic Survey in June 1991..
 AS0486
 AS0486.This Tidal Bench Mark is designated as VM 9816
 AS0486.by the Center for Operational Oceanographic Products and Services.
 AS0486
 AS0486.The geoid height was determined by GEOID03.
 AS0486
 AS0486.The dynamic height is computed by dividing the NAVD 88
 AS0486.geopotential number by the normal gravity value computed on the
 AS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0486.degrees latitude (g = 980.6199 gals.).
 AS0486
 AS0486.The modeled gravity was interpolated from observed gravity values.
 AS0486
 AS0486;                    North         East    Units  Estimated Accuracy
 AS0486;SPC FL N     -   108,790.      597,480.      MT  (+/- 180 meters Scaled)
 AS0486
 AS0486                          SUPERSEDED SURVEY CONTROL
 AS0486
 AS0486.No superseded survey control is available for this station.
 AS0486
 AS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU386192(NAD 83)
 AS0486_MARKER: DJ = TIDAL STATION DISK
 AS0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0486_SP_SET: COPPER CLAD STEEL ROD
 AS0486_STAMPING: 8366 A 1978
 AS0486_MARK LOGO: FLDNR 
 AS0486_PROJECTION: FLUSH
 AS0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0486_ROD/PIPE-DEPTH: 7.13 meters
 AS0486
 AS0486  HISTORY     - Date     Condition        Report By
 AS0486  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0486  HISTORY     - 19980204 GOOD             USPSQD
 AS0486
 AS0486                          STATION DESCRIPTION
 AS0486
 AS0486'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0486'7.1 MI SW FROM SOPCHOPPY.
 AS0486'ABOUT 5.4 MILES SOUTH ALONG US HIGHWAY 319 FROM THE JUNCTION OF STATE
 AS0486'HIGHWAY 375 AT SOPCHOPPY, THENCE 1.4 MILES WEST ALONG A GRADED SAND
 AS0486'ROAD, THENCE 0.05 MILE NORTH TO A CLEARING ON THE SOUTH BANK OF THE
 AS0486'OCHLOCKONEE RIVER AND THE MARK, 62 FEET SOUTH OF THE APPARENT SHORE
 AS0486'LINE, 54.5 FEET EAST-NORTHEAST OF A 1-FOOT DIAMETER PINE TREE ON THE
 AS0486'EDGE OF THE CLEARING, AND 135 FEET WEST-NORTHWEST OF THE CENTERLINE
 AS0486'OF THE ROAD LEADING TO THE BOAT RAMP AT MCINTYRE.
 AS0486'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 AS0486
 AS0486                          STATION RECOVERY (1998)
 AS0486
 AS0486'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0599 ***********************************************************************
 AS0599  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0599  DESIGNATION -  872 8408 A TIDAL
 AS0599  PID         -  AS0599
 AS0599  STATE/COUNTY-  FL/FRANKLIN
 AS0599  USGS QUAD   -  DOG ISLAND (1994)
 AS0599
 AS0599                         *CURRENT SURVEY CONTROL
 AS0599  ___________________________________________________________________
 AS0599* NAD 83(1986)-  29 48 35.     (N)    084 35 04.     (W)     SCALED    
 AS0599* NAVD 88     -         1.861  (meters)       6.11   (feet)  ADJUSTED  
 AS0599  ___________________________________________________________________
 AS0599  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0599  DYNAMIC HT  -           1.859 (meters)       6.10  (feet)  COMP
 AS0599  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 AS0599
 AS0599  VERT ORDER  -  SECOND    CLASS I
 AS0599
 AS0599.The horizontal coordinates were scaled from a topographic map and have
 AS0599.an estimated accuracy of +/- 6 seconds.
 AS0599
 AS0599.The orthometric height was determined by differential leveling
 AS0599.and adjusted by the National Geodetic Survey in June 1991..
 AS0599
 AS0599.This Tidal Bench Mark is designated as VM 9818
 AS0599.by the Center for Operational Oceanographic Products and Services.
 AS0599
 AS0599.The geoid height was determined by GEOID03.
 AS0599
 AS0599.The dynamic height is computed by dividing the NAVD 88
 AS0599.geopotential number by the normal gravity value computed on the
 AS0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0599.degrees latitude (g = 980.6199 gals.).
 AS0599
 AS0599.The modeled gravity was interpolated from observed gravity values.
 AS0599
 AS0599;                    North         East    Units  Estimated Accuracy
 AS0599;SPC FL N     -    89,760.      591,840.      MT  (+/- 180 meters Scaled)
 AS0599
 AS0599                          SUPERSEDED SURVEY CONTROL
 AS0599
 AS0599.No superseded survey control is available for this station.
 AS0599
 AS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU334001(NAD 83)
 AS0599_MARKER: DJ = TIDAL STATION DISK
 AS0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0599_SP_SET: COPPER-CLAD STEEL ROD
 AS0599_STAMPING: 8408 A 1978
 AS0599_MARK LOGO: FLDNR 
 AS0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0599
 AS0599  HISTORY     - Date     Condition        Report By
 AS0599  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0599  HISTORY     - 1987     GOOD             FLDNR
 AS0599  HISTORY     - 19980520 GOOD             USPSQD
 AS0599
 AS0599                          STATION DESCRIPTION
 AS0599
 AS0599'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0599'5.5 MI SE FROM CARRABELLE.
 AS0599'THE MARK IS LOCATED IN THE VICINITY OF THE FERRY DOCK ON DOG ISLAND.
 AS0599'THE MARK IS AT THE SOUTHEAST END OF THE FERRY LOADLINE RAMP.  THE
 AS0599'MARK BEARS 29.5 FEET SOUTH-SOUTHEAST OF THE APPARENT SHORELINE AND
 AS0599'346.9 FEET NORTH-NORTHEAST OF 8408 B 1978.  A ROD DRIVEN TO A DEPTH
 AS0599'39.5 FEET
 AS0599'THE MARK IS 3.1 FT  SSE FROM A WITNESS POST.
 AS0599
 AS0599                          STATION RECOVERY (1998)
 AS0599
 AS0599'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0598 ***********************************************************************
 AS0598  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0598  DESIGNATION -  872 8408 B TIDAL
 AS0598  PID         -  AS0598
 AS0598  STATE/COUNTY-  FL/FRANKLIN
 AS0598  USGS QUAD   -  DOG ISLAND (1994)
 AS0598
 AS0598                         *CURRENT SURVEY CONTROL
 AS0598  ___________________________________________________________________
 AS0598* NAD 83(1986)-  29 48 32.     (N)    084 35 02.     (W)     SCALED    
 AS0598* NAVD 88     -         1.201  (meters)       3.94   (feet)  ADJUSTED  
 AS0598  ___________________________________________________________________
 AS0598  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0598  DYNAMIC HT  -           1.199 (meters)       3.93  (feet)  COMP
 AS0598  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 AS0598
 AS0598  VERT ORDER  -  SECOND    CLASS I
 AS0598
 AS0598.The horizontal coordinates were scaled from a topographic map and have
 AS0598.an estimated accuracy of +/- 6 seconds.
 AS0598
 AS0598.The orthometric height was determined by differential leveling
 AS0598.and adjusted by the National Geodetic Survey in June 1991..
 AS0598
 AS0598.This Tidal Bench Mark is designated as VM 9819
 AS0598.by the Center for Operational Oceanographic Products and Services.
 AS0598
 AS0598.The geoid height was determined by GEOID03.
 AS0598
 AS0598.The dynamic height is computed by dividing the NAVD 88
 AS0598.geopotential number by the normal gravity value computed on the
 AS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0598.degrees latitude (g = 980.6199 gals.).
 AS0598
 AS0598.The modeled gravity was interpolated from observed gravity values.
 AS0598
 AS0598;                    North         East    Units  Estimated Accuracy
 AS0598;SPC FL N     -    89,670.      591,890.      MT  (+/- 180 meters Scaled)
 AS0598
 AS0598                          SUPERSEDED SURVEY CONTROL
 AS0598
 AS0598.No superseded survey control is available for this station.
 AS0598
 AS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU335000(NAD 83)
 AS0598_MARKER: DB = BENCH MARK DISK
 AS0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0598_SP_SET: CONCRETE POST
 AS0598_STAMPING: 8408 B 1978
 AS0598_MARK LOGO: FLDNR 
 AS0598_PROJECTION: RECESSED 20 CENTIMETERS
 AS0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0598+STABILITY: SURFACE MOTION
 AS0598
 AS0598  HISTORY     - Date     Condition        Report By
 AS0598  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0598  HISTORY     - 1987     GOOD             FLDNR
 AS0598  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0598
 AS0598                          STATION DESCRIPTION
 AS0598
 AS0598'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0598'5.5 MI SE FROM CARRABELLE.
 AS0598'THE MARK IS LOCATED IN THE VICINITY OF THE FERRY DOCK ON DOG ISLAND.
 AS0598'GO 345 FEET SOUTH-SOUTHEAST ALONG A SAND ROAD FROM THE FERRY DOCK.
 AS0598'THE MARK BEARS 96.3 FEET NORTH OF AN 18 INCH PINE TREE, 14.5 FEET
 AS0598'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 346.9 FEET SOUTH-
 AS0598'SOUTHWEST OF 8408 A 1978.
 AS0598'THE MARK IS 1.4 FT  SW FROM A WITNESS POST.
 AS0598
 AS0598                          STATION RECOVERY (1998)
 AS0598
 AS0598'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0597 ***********************************************************************
 AS0597  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0597  DESIGNATION -  872 8408 C TIDAL
 AS0597  PID         -  AS0597
 AS0597  STATE/COUNTY-  FL/FRANKLIN
 AS0597  USGS QUAD   -  DOG ISLAND (1994)
 AS0597
 AS0597                         *CURRENT SURVEY CONTROL
 AS0597  ___________________________________________________________________
 AS0597* NAD 83(1986)-  29 48 30.     (N)    084 35 03.     (W)     SCALED    
 AS0597* NAVD 88     -         2.040  (meters)       6.69   (feet)  ADJUSTED  
 AS0597  ___________________________________________________________________
 AS0597  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0597  DYNAMIC HT  -           2.037 (meters)       6.68  (feet)  COMP
 AS0597  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 AS0597
 AS0597  VERT ORDER  -  SECOND    CLASS I
 AS0597
 AS0597.The horizontal coordinates were scaled from a topographic map and have
 AS0597.an estimated accuracy of +/- 6 seconds.
 AS0597
 AS0597.The orthometric height was determined by differential leveling
 AS0597.and adjusted by the National Geodetic Survey in June 1991..
 AS0597
 AS0597.This Tidal Bench Mark is designated as VM 9820
 AS0597.by the Center for Operational Oceanographic Products and Services.
 AS0597
 AS0597.The geoid height was determined by GEOID03.
 AS0597
 AS0597.The dynamic height is computed by dividing the NAVD 88
 AS0597.geopotential number by the normal gravity value computed on the
 AS0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0597.degrees latitude (g = 980.6199 gals.).
 AS0597
 AS0597.The modeled gravity was interpolated from observed gravity values.
 AS0597
 AS0597;                    North         East    Units  Estimated Accuracy
 AS0597;SPC FL N     -    89,610.      591,860.      MT  (+/- 180 meters Scaled)
 AS0597
 AS0597                          SUPERSEDED SURVEY CONTROL
 AS0597
 AS0597.No superseded survey control is available for this station.
 AS0597
 AS0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT334999(NAD 83)
 AS0597_MARKER: DJ = TIDAL STATION DISK
 AS0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0597_SP_SET: COPPER-CLAD STEEL ROD
 AS0597_STAMPING: 8408 C 1978
 AS0597_MARK LOGO: FLDNR 
 AS0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0597
 AS0597  HISTORY     - Date     Condition        Report By
 AS0597  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0597  HISTORY     - 1987     GOOD             FLDNR
 AS0597  HISTORY     - 19980520 GOOD             USPSQD
 AS0597
 AS0597                          STATION DESCRIPTION
 AS0597
 AS0597'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0597'5.5 MI SE FROM CARRABELLE.
 AS0597'THE MARK IS LOCATED IN THE VICINITY OF THE FERRY DOCK ON DOG ISLAND.
 AS0597'GO 570 FEET SOUTH-SOUTHEAST ALONG A SAND ROAD FROM THE FERRY DOCK.
 AS0597'THE MARK BEARS WEST OF THE SAND ROAD, 38.0 FEET SOUTHEAST OF THE
 AS0597'CENTERLINE OF THE ENTRANCE ROAD TO THE DOG ISLAND AIR STRIP, 16.4
 AS0597'FEET NORTH-NORTHEAST OF A 15 INCH PINE TREE, AND 226.4 FEET SOUTH OF
 AS0597'8408 B 1978.  A ROD DRIVEN TO A DEPTH OF 32 FEET.
 AS0597'THE MARK IS 2.1 FT  NE FROM A WITNESS POST.
 AS0597
 AS0597                          STATION RECOVERY (1998)
 AS0597
 AS0597'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0596 ***********************************************************************
 AS0596  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0596  DESIGNATION -  872 8408 D TIDAL
 AS0596  PID         -  AS0596
 AS0596  STATE/COUNTY-  FL/FRANKLIN
 AS0596  USGS QUAD   -  DOG ISLAND (1994)
 AS0596
 AS0596                         *CURRENT SURVEY CONTROL
 AS0596  ___________________________________________________________________
 AS0596* NAD 83(1986)-  29 48 26.     (N)    084 35 01.     (W)     SCALED    
 AS0596* NAVD 88     -         2.210  (meters)       7.25   (feet)  ADJUSTED  
 AS0596  ___________________________________________________________________
 AS0596  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0596  DYNAMIC HT  -           2.207 (meters)       7.24  (feet)  COMP
 AS0596  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 AS0596
 AS0596  VERT ORDER  -  SECOND    CLASS I
 AS0596
 AS0596.The horizontal coordinates were scaled from a topographic map and have
 AS0596.an estimated accuracy of +/- 6 seconds.
 AS0596
 AS0596.The orthometric height was determined by differential leveling
 AS0596.and adjusted by the National Geodetic Survey in June 1991..
 AS0596
 AS0596.This Tidal Bench Mark is designated as VM 9821
 AS0596.by the Center for Operational Oceanographic Products and Services.
 AS0596
 AS0596.The geoid height was determined by GEOID03.
 AS0596
 AS0596.The dynamic height is computed by dividing the NAVD 88
 AS0596.geopotential number by the normal gravity value computed on the
 AS0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0596.degrees latitude (g = 980.6199 gals.).
 AS0596
 AS0596.The modeled gravity was interpolated from observed gravity values.
 AS0596
 AS0596;                    North         East    Units  Estimated Accuracy
 AS0596;SPC FL N     -    89,480.      591,920.      MT  (+/- 180 meters Scaled)
 AS0596
 AS0596                          SUPERSEDED SURVEY CONTROL
 AS0596
 AS0596.No superseded survey control is available for this station.
 AS0596
 AS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT335998(NAD 83)
 AS0596_MARKER: DB = BENCH MARK DISK
 AS0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0596_SP_SET: CONCRETE POST
 AS0596_STAMPING: 8408 D 1978 C.L.B
 AS0596_MARK LOGO: FLDNR 
 AS0596_PROJECTION: RECESSED 8 CENTIMETERS
 AS0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0596+STABILITY: SURFACE MOTION
 AS0596
 AS0596  HISTORY     - Date     Condition        Report By
 AS0596  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0596  HISTORY     - 1987     GOOD             FLDNR
 AS0596  HISTORY     - 19980520 GOOD             USPSQD
 AS0596
 AS0596                          STATION DESCRIPTION
 AS0596
 AS0596'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0596'5.6 MI SE FROM CARRABELLE.
 AS0596'THE MARK IS LOCATED IN THE VICINITY OF THE FERRY DOCK ON DOG ISLAND.
 AS0596'ISLAND.  GO 980 FEET SOUTH-SOUTHEAST ALONG A SAND ROAD FROM THE FERRY
 AS0596'DOCK.  THE MARK BEARS 15.4 FEET WEST-SOUTHWEST OF THE SAND ROAD, 38.4
 AS0596'FEET EAST-NORTHEAST OF A WESTBOUND SAND ROAD, 5.6 FEET EAST-
 AS0596'SOUTHEAST OF A WILDERNESS PRESERVE SIGN, AND 410 FEET SOUTH-
 AS0596'SOUTHEAST OF 8408 C 1978.
 AS0596'THE MARK IS 1.7 FT  ENE FROM A WITNESS POST.
 AS0596
 AS0596                          STATION RECOVERY (1998)
 AS0596
 AS0596'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0600 ***********************************************************************
 AS0600  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0600  DESIGNATION -  872 8408 E TIDAL
 AS0600  PID         -  AS0600
 AS0600  STATE/COUNTY-  FL/FRANKLIN
 AS0600  USGS QUAD   -  DOG ISLAND (1994)
 AS0600
 AS0600                         *CURRENT SURVEY CONTROL
 AS0600  ___________________________________________________________________
 AS0600* NAD 83(1986)-  29 48 25.     (N)    084 34 59.     (W)     SCALED    
 AS0600* NAVD 88     -         2.626  (meters)       8.62   (feet)  ADJUSTED  
 AS0600  ___________________________________________________________________
 AS0600  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0600  DYNAMIC HT  -           2.622 (meters)       8.60  (feet)  COMP
 AS0600  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 AS0600
 AS0600  VERT ORDER  -  SECOND    CLASS I
 AS0600
 AS0600.The horizontal coordinates were scaled from a topographic map and have
 AS0600.an estimated accuracy of +/- 6 seconds.
 AS0600
 AS0600.The orthometric height was determined by differential leveling
 AS0600.and adjusted by the National Geodetic Survey in June 1991..
 AS0600
 AS0600.This Tidal Bench Mark is designated as VM 9822
 AS0600.by the Center for Operational Oceanographic Products and Services.
 AS0600
 AS0600.The geoid height was determined by GEOID03.
 AS0600
 AS0600.The dynamic height is computed by dividing the NAVD 88
 AS0600.geopotential number by the normal gravity value computed on the
 AS0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0600.degrees latitude (g = 980.6199 gals.).
 AS0600
 AS0600.The modeled gravity was interpolated from observed gravity values.
 AS0600
 AS0600;                    North         East    Units  Estimated Accuracy
 AS0600;SPC FL N     -    89,450.      591,970.      MT  (+/- 180 meters Scaled)
 AS0600
 AS0600                          SUPERSEDED SURVEY CONTROL
 AS0600
 AS0600.No superseded survey control is available for this station.
 AS0600
 AS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT335998(NAD 83)
 AS0600_MARKER: DJ = TIDAL STATION DISK
 AS0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0600_SP_SET: COPPER-CLAD STEEL ROD
 AS0600_STAMPING: 8408 E 1978
 AS0600_MARK LOGO: FLDNR 
 AS0600_PROJECTION: RECESSED 8 CENTIMETERS
 AS0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0600_ROD/PIPE-DEPTH: 7.32 meters
 AS0600
 AS0600  HISTORY     - Date     Condition        Report By
 AS0600  HISTORY     - 1987     MONUMENTED       FLDNR
 AS0600  HISTORY     - 1987     GOOD             FLDNR
 AS0600  HISTORY     - 19980520 GOOD             USPSQD
 AS0600
 AS0600                          STATION DESCRIPTION
 AS0600
 AS0600'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0600'5.6 MI SE FROM CARRABELLE.
 AS0600'THE MARK IS LOCATED IN THE VICINITY OF THE FERRY DOCK ON DOG ISLAND.
 AS0600'GO 1175 FEET SOUTH-SOUTHEAST ALONG A SAND ROAD FROM THE FERRY DOCK.
 AS0600'THE MARK BEARS 42.6 FEET EAST OF THE CENTERLINE OF THE SAND ROAD,
 AS0600'29.8 FEET SOUTH OF THE CENTERLINE OF A EAST BOUND SAND ROAD, 6.5 FEET
 AS0600'NORTH OF POWER POLE NUMBER 58X2340R, AND 196.7 FEET SOUTHEAST OF 8408
 AS0600'D 1978 C.L.B.
 AS0600'THE MARK IS 6.8 FT  NE FROM  GROUND
 AS0600'THE MARK IS 0.5 FT BELOW GROUND.
 AS0600
 AS0600                          STATION RECOVERY (1998)
 AS0600
 AS0600'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0923 ***********************************************************************
 AS0923  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0923  DESIGNATION -  872 8412 A TIDAL
 AS0923  PID         -  AS0923
 AS0923  STATE/COUNTY-  FL/FRANKLIN
 AS0923  USGS QUAD   -  MC INTYRE (1992)
 AS0923
 AS0923                         *CURRENT SURVEY CONTROL
 AS0923  ___________________________________________________________________
 AS0923* NAD 83(1986)-  29 52 53.     (N)    084 35 43.     (W)     SCALED    
 AS0923* NAVD 88     -         1.417  (meters)       4.65   (feet)  ADJUSTED  
 AS0923  ___________________________________________________________________
 AS0923  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0923  DYNAMIC HT  -           1.415 (meters)       4.64  (feet)  COMP
 AS0923  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 AS0923
 AS0923  VERT ORDER  -  SECOND    CLASS I
 AS0923
 AS0923.The horizontal coordinates were scaled from a topographic map and have
 AS0923.an estimated accuracy of +/- 6 seconds.
 AS0923
 AS0923.The orthometric height was determined by differential leveling
 AS0923.and adjusted by the National Geodetic Survey in September 1996..
 AS0923
 AS0923.This Tidal Bench Mark is designated as VM 9823
 AS0923.by the Center for Operational Oceanographic Products and Services.
 AS0923
 AS0923.The geoid height was determined by GEOID03.
 AS0923
 AS0923.The dynamic height is computed by dividing the NAVD 88
 AS0923.geopotential number by the normal gravity value computed on the
 AS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0923.degrees latitude (g = 980.6199 gals.).
 AS0923
 AS0923.The modeled gravity was interpolated from observed gravity values.
 AS0923
 AS0923;                    North         East    Units  Estimated Accuracy
 AS0923;SPC FL N     -    97,700.      590,800.      MT  (+/- 180 meters Scaled)
 AS0923
 AS0923                          SUPERSEDED SURVEY CONTROL
 AS0923
 AS0923.No superseded survey control is available for this station.
 AS0923
 AS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU322080(NAD 83)
 AS0923_MARKER: DJ = TIDAL STATION DISK
 AS0923_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0923_SP_SET: CULVERT HEADWALL
 AS0923_STAMPING: 8412 A 1976
 AS0923_MARK LOGO: FLDNR 
 AS0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0923+STABILITY: SURFACE MOTION
 AS0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0923+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AS0923
 AS0923  HISTORY     - Date     Condition        Report By
 AS0923  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0923  HISTORY     - 1986     GOOD             FLDNR
 AS0923  HISTORY     - 20040728 GOOD             FLDT
 AS0923
 AS0923                          STATION DESCRIPTION
 AS0923
 AS0923'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0923'IN LANARK.
 AS0923'BEGIN AT THE JUNCTION OF PARKER AVENUE WITH U.S. HIGHWAY 98, GO 0.2
 AS0923'MILE SOUTHWEST ON U.S. 98 TO A SMALL BOAT BASIN AND THE MARK.  THE
 AS0923'MARK BEARS 30.2 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 98, 173
 AS0923'FEET SOUTHWEST OF THE CENTERLINE OF A DRIVE TO THE LANARK VILLAGE
 AS0923'CLUB HOUSE, AND IS SET IN TOP OF THE EAST END OF A CULVERT HEADWALL.
 AS0923
 AS0923                          STATION RECOVERY (2004)
 AS0923
 AS0923'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (HLF)
 AS0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0922 ***********************************************************************
 AS0922  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0922  DESIGNATION -  872 8412 B TIDAL
 AS0922  PID         -  AS0922
 AS0922  STATE/COUNTY-  FL/FRANKLIN
 AS0922  USGS QUAD   -  MC INTYRE (1992)
 AS0922
 AS0922                         *CURRENT SURVEY CONTROL
 AS0922  ___________________________________________________________________
 AS0922* NAD 83(1986)-  29 52 56.     (N)    084 35 40.     (W)     SCALED    
 AS0922* NAVD 88     -         2.775  (meters)       9.10   (feet)  ADJUSTED  
 AS0922  ___________________________________________________________________
 AS0922  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0922  DYNAMIC HT  -           2.771 (meters)       9.09  (feet)  COMP
 AS0922  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 AS0922
 AS0922  VERT ORDER  -  SECOND    CLASS I
 AS0922
 AS0922.The horizontal coordinates were scaled from a topographic map and have
 AS0922.an estimated accuracy of +/- 6 seconds.
 AS0922
 AS0922.The orthometric height was determined by differential leveling
 AS0922.and adjusted by the National Geodetic Survey in September 1996..
 AS0922
 AS0922.This Tidal Bench Mark is designated as VM 9824
 AS0922.by the Center for Operational Oceanographic Products and Services.
 AS0922
 AS0922.The geoid height was determined by GEOID03.
 AS0922
 AS0922.The dynamic height is computed by dividing the NAVD 88
 AS0922.geopotential number by the normal gravity value computed on the
 AS0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0922.degrees latitude (g = 980.6199 gals.).
 AS0922
 AS0922.The modeled gravity was interpolated from observed gravity values.
 AS0922
 AS0922;                    North         East    Units  Estimated Accuracy
 AS0922;SPC FL N     -    97,800.      590,880.      MT  (+/- 180 meters Scaled)
 AS0922
 AS0922                          SUPERSEDED SURVEY CONTROL
 AS0922
 AS0922.No superseded survey control is available for this station.
 AS0922
 AS0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU323081(NAD 83)
 AS0922_MARKER: DJ = TIDAL STATION DISK
 AS0922_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0922_SP_SET: COPPER-CLAD STEEL ROD
 AS0922_STAMPING: 8412 B 1976
 AS0922_MARK LOGO: FLDNR 
 AS0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0922+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AS0922
 AS0922  HISTORY     - Date     Condition        Report By
 AS0922  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0922  HISTORY     - 1986     GOOD             FLDNR
 AS0922  HISTORY     - 20040707 GOOD             FLDT
 AS0922
 AS0922                          STATION DESCRIPTION
 AS0922
 AS0922'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0922'IN LANARK.
 AS0922'BEGIN AT THE JUNCTION OF PARKER AVENUE WITH U.S. HIGHWAY 98, GO 0.1
 AS0922'MILE SOUTHWEST ON U.S. 98 TO THE MARK.  THE MARK BEARS 44.4 FEET
 AS0922'NORTHWEST OF THE CENTERLINE OF U.S. 98, 10.5 FEET NORTHEAST OF POWER
 AS0922'POLE 5-3125, 37.8 FEET EAST OF A 20-INCH DIAMETER PINE TREE, AND 1
 AS0922'FOOT SOUTHEAST OF A WITNESS POST.
 AS0922
 AS0922                          STATION RECOVERY (2004)
 AS0922
 AS0922'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (HLF)
 AS0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0921 ***********************************************************************
 AS0921  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0921  DESIGNATION -  872 8412 C TIDAL
 AS0921  PID         -  AS0921
 AS0921  STATE/COUNTY-  FL/FRANKLIN
 AS0921  USGS QUAD   -  MC INTYRE (1992)
 AS0921
 AS0921                         *CURRENT SURVEY CONTROL
 AS0921  ___________________________________________________________________
 AS0921* NAD 83(1986)-  29 52 58.     (N)    084 35 33.     (W)     SCALED    
 AS0921* NAVD 88     -         2.705  (meters)       8.87   (feet)  ADJUSTED  
 AS0921  ___________________________________________________________________
 AS0921  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0921  DYNAMIC HT  -           2.702 (meters)       8.86  (feet)  COMP
 AS0921  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 AS0921
 AS0921  VERT ORDER  -  SECOND    CLASS I
 AS0921
 AS0921.The horizontal coordinates were scaled from a topographic map and have
 AS0921.an estimated accuracy of +/- 6 seconds.
 AS0921
 AS0921.The orthometric height was determined by differential leveling
 AS0921.and adjusted by the National Geodetic Survey in September 1996..
 AS0921
 AS0921.This Tidal Bench Mark is designated as VM 9825
 AS0921.by the Center for Operational Oceanographic Products and Services.
 AS0921
 AS0921.The geoid height was determined by GEOID03.
 AS0921
 AS0921.The dynamic height is computed by dividing the NAVD 88
 AS0921.geopotential number by the normal gravity value computed on the
 AS0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0921.degrees latitude (g = 980.6199 gals.).
 AS0921
 AS0921.The modeled gravity was interpolated from observed gravity values.
 AS0921
 AS0921;                    North         East    Units  Estimated Accuracy
 AS0921;SPC FL N     -    97,860.      591,070.      MT  (+/- 180 meters Scaled)
 AS0921
 AS0921                          SUPERSEDED SURVEY CONTROL
 AS0921
 AS0921.No superseded survey control is available for this station.
 AS0921
 AS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU325082(NAD 83)
 AS0921_MARKER: DJ = TIDAL STATION DISK
 AS0921_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0921_SP_SET: CULVERT HEADWALL
 AS0921_STAMPING: 8412 C 1976
 AS0921_MARK LOGO: FLDNR 
 AS0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0921+STABILITY: SURFACE MOTION
 AS0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0921+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AS0921
 AS0921  HISTORY     - Date     Condition        Report By
 AS0921  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0921  HISTORY     - 1986     GOOD             FLDNR
 AS0921  HISTORY     - 20040728 GOOD             FLDT
 AS0921
 AS0921                          STATION DESCRIPTION
 AS0921
 AS0921'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0921'IN LANARK.
 AS0921'THE MARK IS NEAR THE JUNCTION OF PARKER AVENUE WITH U.S. HIGHWAY 98,
 AS0921'80 FEET EAST OF THE ROAD JUNCTION, 25.3 FEET SOUTHEAST OF THE
 AS0921'CENTERLINE OF U.S. 98, 72.4 FEET NORTHEAST OF THE CENTERLINE OF A
 AS0921'DIRT DRIVE TO A ROADSIDE PARK, AND IS SET IN THE TOP CENTER OF A
 AS0921'CULVERT HEADWALL.
 AS0921
 AS0921                          STATION RECOVERY (2004)
 AS0921
 AS0921'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (HLF)
 AS0921'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0920 ***********************************************************************
 AS0920  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0920  DESIGNATION -  872 8412 D TIDAL
 AS0920  PID         -  AS0920
 AS0920  STATE/COUNTY-  FL/FRANKLIN
 AS0920  USGS QUAD   -  MC INTYRE (1992)
 AS0920
 AS0920                         *CURRENT SURVEY CONTROL
 AS0920  ___________________________________________________________________
 AS0920* NAD 83(1986)-  29 53 00.     (N)    084 35 29.     (W)     SCALED    
 AS0920* NAVD 88     -         2.914  (meters)       9.56   (feet)  ADJUSTED  
 AS0920  ___________________________________________________________________
 AS0920  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0920  DYNAMIC HT  -           2.911 (meters)       9.55  (feet)  COMP
 AS0920  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 AS0920
 AS0920  VERT ORDER  -  SECOND    CLASS I
 AS0920
 AS0920.The horizontal coordinates were scaled from a topographic map and have
 AS0920.an estimated accuracy of +/- 6 seconds.
 AS0920
 AS0920.The orthometric height was determined by differential leveling
 AS0920.and adjusted by the National Geodetic Survey in September 1996..
 AS0920
 AS0920.This Tidal Bench Mark is designated as VM 9826
 AS0920.by the Center for Operational Oceanographic Products and Services.
 AS0920
 AS0920.The geoid height was determined by GEOID03.
 AS0920
 AS0920.The dynamic height is computed by dividing the NAVD 88
 AS0920.geopotential number by the normal gravity value computed on the
 AS0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0920.degrees latitude (g = 980.6199 gals.).
 AS0920
 AS0920.The modeled gravity was interpolated from observed gravity values.
 AS0920
 AS0920;                    North         East    Units  Estimated Accuracy
 AS0920;SPC FL N     -    97,920.      591,170.      MT  (+/- 180 meters Scaled)
 AS0920
 AS0920                          SUPERSEDED SURVEY CONTROL
 AS0920
 AS0920.No superseded survey control is available for this station.
 AS0920
 AS0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU326082(NAD 83)
 AS0920_MARKER: DJ = TIDAL STATION DISK
 AS0920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0920_SP_SET: CULVERT HEADWALL
 AS0920_STAMPING: 8412 D 1976
 AS0920_MARK LOGO: FLDNR 
 AS0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0920+STABILITY: SURFACE MOTION
 AS0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0920+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AS0920
 AS0920  HISTORY     - Date     Condition        Report By
 AS0920  HISTORY     - 1976     MONUMENTED       FLDNR
 AS0920  HISTORY     - 1986     GOOD             FLDNR
 AS0920  HISTORY     - 20040728 GOOD             FLDT
 AS0920
 AS0920                          STATION DESCRIPTION
 AS0920
 AS0920'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0920'IN LANARK.
 AS0920'BEGIN AT THE JUNCTION OF PARKER AVENUE WITH U.S. HIGHWAY 98, GO 0.1
 AS0920'MILE NORTHEAST ON U.S. 98 TO THE MARK.  THE MARK BEARS 22.7 FEET
 AS0920'NORTHWEST OF THE CENTERLINE OF U.S. 98, 173.4 FEET NORTHEAST OF THE
 AS0920'CENTERLINE OF CALDWELL AVENUE, AND IS SET IN THE TOP CENTER OF A
 AS0920'CULVERT HEADWALL.
 AS0920
 AS0920                          STATION RECOVERY (2004)
 AS0920
 AS0920'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (HLF)
 AS0920'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3229 ***********************************************************************
 AI3229  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3229  DESIGNATION -  872 8464 A TIDAL
 AI3229  PID         -  AI3229
 AI3229  STATE/COUNTY-  FL/FRANKLIN
 AI3229  USGS QUAD   -  CARRABELLE (1992)
 AI3229
 AI3229                         *CURRENT SURVEY CONTROL
 AI3229  ___________________________________________________________________
 AI3229* NAD 83(1986)-  29 51 07.     (N)    084 39 54.     (W)     SCALED    
 AI3229* NAVD 88     -         3.931  (meters)      12.90   (feet)  ADJUSTED  
 AI3229  ___________________________________________________________________
 AI3229  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AI3229  DYNAMIC HT  -           3.926 (meters)      12.88  (feet)  COMP
 AI3229  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 AI3229
 AI3229  VERT ORDER  -  SECOND    CLASS I
 AI3229
 AI3229.The horizontal coordinates were scaled from a topographic map and have
 AI3229.an estimated accuracy of +/- 6 seconds.
 AI3229
 AI3229.The orthometric height was determined by differential leveling
 AI3229.and adjusted by the National Geodetic Survey in May 2001..
 AI3229.No vertical observational check was made to the station.
 AI3229
 AI3229.This Tidal Bench Mark is designated as VM 9828
 AI3229.by the Center for Operational Oceanographic Products and Services.
 AI3229
 AI3229.The geoid height was determined by GEOID03.
 AI3229
 AI3229.The dynamic height is computed by dividing the NAVD 88
 AI3229.geopotential number by the normal gravity value computed on the
 AI3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3229.degrees latitude (g = 980.6199 gals.).
 AI3229
 AI3229.The modeled gravity was interpolated from observed gravity values.
 AI3229
 AI3229;                    North         East    Units  Estimated Accuracy
 AI3229;SPC FL N     -    94,450.      584,060.      MT  (+/- 180 meters Scaled)
 AI3229
 AI3229                          SUPERSEDED SURVEY CONTROL
 AI3229
 AI3229.No superseded survey control is available for this station.
 AI3229
 AI3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU255046(NAD 83)
 AI3229_MARKER: DJ = TIDAL STATION DISK
 AI3229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI3229_SP_SET: DRIVEWAY
 AI3229_STAMPING: 8464 A 1977
 AI3229_MARK LOGO: FLDNR 
 AI3229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3229+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1993
 AI3229
 AI3229  HISTORY     - Date     Condition        Report By
 AI3229  HISTORY     - 1977     MONUMENTED       FLDNR
 AI3229  HISTORY     - 19930727 GOOD             FLDEP
 AI3229
 AI3229                          STATION DESCRIPTION
 AI3229
 AI3229'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AI3229'THE MARK IS IN CARRABELLE IN SECTION 29, T 7 S, R 4 W. TO REACH THE
 AI3229'MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD 67 IN
 AI3229'CARRABELLE, GO NORTH ON COUNTY ROAD 67 FOR 0.10 MI (0.16 KM) TO THE
 AI3229'CARRABELLE FIRE DEPARTMENT AND THE MARK ON THE LEFT SET IN THE
 AI3229'CONCRETE DRIVEWAY. LOCATED 49.4 FT (15.1 M) WEST OF THE CENTERLINE OF
 AI3229'COUNTY ROAD 67, 31.4 FT (9.6 M) SOUTH OF THE NORHTWEST CORNER OF THE
 AI3229'FIRE HOUSE AND 16.6 FT (5.1 M) NORTH OF THE SOUTHEAST CORNER OF FIRE
 AI3229'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3230 ***********************************************************************
 AI3230  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3230  DESIGNATION -  872 8464 B TIDAL
 AI3230  PID         -  AI3230
 AI3230  STATE/COUNTY-  FL/FRANKLIN
 AI3230  USGS QUAD   -  CARRABELLE (1992)
 AI3230
 AI3230                         *CURRENT SURVEY CONTROL
 AI3230  ___________________________________________________________________
 AI3230* NAD 83(1986)-  29 51 09.     (N)    084 39 53.     (W)     SCALED    
 AI3230* NAVD 88     -         5.117  (meters)      16.79   (feet)  ADJUSTED  
 AI3230  ___________________________________________________________________
 AI3230  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AI3230  DYNAMIC HT  -           5.110 (meters)      16.77  (feet)  COMP
 AI3230  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 AI3230
 AI3230  VERT ORDER  -  SECOND    CLASS I
 AI3230
 AI3230.The horizontal coordinates were scaled from a topographic map and have
 AI3230.an estimated accuracy of +/- 6 seconds.
 AI3230
 AI3230.The orthometric height was determined by differential leveling
 AI3230.and adjusted by the National Geodetic Survey in May 2001..
 AI3230.No vertical observational check was made to the station.
 AI3230
 AI3230.This Tidal Bench Mark is designated as VM 9829
 AI3230.by the Center for Operational Oceanographic Products and Services.
 AI3230
 AI3230.The geoid height was determined by GEOID03.
 AI3230
 AI3230.The dynamic height is computed by dividing the NAVD 88
 AI3230.geopotential number by the normal gravity value computed on the
 AI3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3230.degrees latitude (g = 980.6199 gals.).
 AI3230
 AI3230.The modeled gravity was interpolated from observed gravity values.
 AI3230
 AI3230;                    North         East    Units  Estimated Accuracy
 AI3230;SPC FL N     -    94,510.      584,080.      MT  (+/- 180 meters Scaled)
 AI3230
 AI3230                          SUPERSEDED SURVEY CONTROL
 AI3230
 AI3230.No superseded survey control is available for this station.
 AI3230
 AI3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU255047(NAD 83)
 AI3230_MARKER: DB = BENCH MARK DISK
 AI3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3230_STAMPING: 8464 B 1977
 AI3230_MARK LOGO: FLDT  
 AI3230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3230+STABILITY: SURFACE MOTION
 AI3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3230+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1993
 AI3230
 AI3230  HISTORY     - Date     Condition        Report By
 AI3230  HISTORY     - 1977     MONUMENTED       FLDNR
 AI3230  HISTORY     - 19930727 GOOD             FLDEP
 AI3230
 AI3230                          STATION DESCRIPTION
 AI3230
 AI3230'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AI3230'THE MARK IS IN CARRABELLE IN SECTION 20, T 7 S, R 4 W. TO REACH THE
 AI3230'MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD 67 IN
 AI3230'CARRABELLE, GO NORTH ON COUNTY ROAD 67 FOR 0.15 MI (0.24 KM) TO THE
 AI3230'MARK ON THE RIGHT SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AI3230'WITH THE GROUND AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF THE ROAD.
 AI3230'LOCATED 66.0 FT (20.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 AI3230'33.0 FT (10.1 M) EAST OF THE CENTERLINE OF COUNTY ROAD 67, 13.0 FT
 AI3230'(4.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AND 2.5 FT (0.8
 AI3230'M) EAST OF A CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3231 ***********************************************************************
 AI3231  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3231  DESIGNATION -  872 8464 C TIDAL
 AI3231  PID         -  AI3231
 AI3231  STATE/COUNTY-  FL/FRANKLIN
 AI3231  USGS QUAD   -  CARRABELLE (1992)
 AI3231
 AI3231                         *CURRENT SURVEY CONTROL
 AI3231  ___________________________________________________________________
 AI3231* NAD 83(1986)-  29 51 17.     (N)    084 39 54.     (W)     SCALED    
 AI3231* NAVD 88     -         6.109  (meters)      20.04   (feet)  ADJUSTED  
 AI3231  ___________________________________________________________________
 AI3231  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AI3231  DYNAMIC HT  -           6.101 (meters)      20.02  (feet)  COMP
 AI3231  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 AI3231
 AI3231  VERT ORDER  -  SECOND    CLASS I
 AI3231
 AI3231.The horizontal coordinates were scaled from a topographic map and have
 AI3231.an estimated accuracy of +/- 6 seconds.
 AI3231
 AI3231.The orthometric height was determined by differential leveling
 AI3231.and adjusted by the National Geodetic Survey in May 2001..
 AI3231.No vertical observational check was made to the station.
 AI3231
 AI3231.This Tidal Bench Mark is designated as VM 9830
 AI3231.by the Center for Operational Oceanographic Products and Services.
 AI3231
 AI3231.The geoid height was determined by GEOID03.
 AI3231
 AI3231.The dynamic height is computed by dividing the NAVD 88
 AI3231.geopotential number by the normal gravity value computed on the
 AI3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3231.degrees latitude (g = 980.6199 gals.).
 AI3231
 AI3231.The modeled gravity was interpolated from observed gravity values.
 AI3231
 AI3231;                    North         East    Units  Estimated Accuracy
 AI3231;SPC FL N     -    94,760.      584,060.      MT  (+/- 180 meters Scaled)
 AI3231
 AI3231                          SUPERSEDED SURVEY CONTROL
 AI3231
 AI3231.No superseded survey control is available for this station.
 AI3231
 AI3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU255049(NAD 83)
 AI3231_MARKER: DJ = TIDAL STATION DISK
 AI3231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI3231_STAMPING: 8464 C 1977
 AI3231_MARK LOGO: FLDT  
 AI3231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3231+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1993
 AI3231
 AI3231  HISTORY     - Date     Condition        Report By
 AI3231  HISTORY     - 1977     MONUMENTED       FLDNR
 AI3231  HISTORY     - 19930727 GOOD             FLDEP
 AI3231
 AI3231                          STATION DESCRIPTION
 AI3231
 AI3231'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AI3231'THE MARK IS IN CARRABELLE IN SECTION 20, T 7 S, R 4 W. TO REACH THE
 AI3231'MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD 67 IN
 AI3231'CARRABELLE, GO NORTH ON COUNTY ROAD 67 FOR 0.20 MI (0.32 KM) TO A SIDE
 AI3231'ROAD LEFT AND THE MARK ON THE LEFT, A DISC ON A COPPER ROD SURRONDED
 AI3231'BY A 4-INCH PVC PIPE AND RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF
 AI3231'THE GROUND. LOCATED 30.6 FT (9.3 M) SOUTH OF THE CENTERLINE OF C
 AI3231'STREET, 29.4 FT (9.0 M) EAST OF THE NORTHEAST CORNER OF THE RILEY
 AI3231'FUNERAL HOME BUILDING, 25.2 FT (7.7 M) WEST OF THE CENTERLINE OF
 AI3231'COUNTY ROAD 67 AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST.
 AI3231'NOTE--DEPTH OF ROD IS UNKNOWN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0230 ***********************************************************************
 AS0230  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0230  DESIGNATION -  872 8464 TIDAL 2
 AS0230  PID         -  AS0230
 AS0230  STATE/COUNTY-  FL/FRANKLIN
 AS0230  USGS QUAD   -  CARRABELLE (1992)
 AS0230
 AS0230                         *CURRENT SURVEY CONTROL
 AS0230  ___________________________________________________________________
 AS0230* NAD 83(1986)-  29 51 03.     (N)    084 39 51.     (W)     SCALED    
 AS0230* NAVD 88     -         3.648  (meters)      11.97   (feet)  ADJUSTED  
 AS0230  ___________________________________________________________________
 AS0230  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0230  DYNAMIC HT  -           3.643 (meters)      11.95  (feet)  COMP
 AS0230  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 AS0230
 AS0230  VERT ORDER  -  FIRST     CLASS I
 AS0230
 AS0230.The horizontal coordinates were scaled from a topographic map and have
 AS0230.an estimated accuracy of +/- 6 seconds.
 AS0230
 AS0230.The orthometric height was determined by differential leveling
 AS0230.and adjusted by the National Geodetic Survey in June 1991..
 AS0230
 AS0230.This Tidal Bench Mark is designated as VM 9832
 AS0230.by the Center for Operational Oceanographic Products and Services.
 AS0230
 AS0230.The geoid height was determined by GEOID03.
 AS0230
 AS0230.The dynamic height is computed by dividing the NAVD 88
 AS0230.geopotential number by the normal gravity value computed on the
 AS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0230.degrees latitude (g = 980.6199 gals.).
 AS0230
 AS0230.The modeled gravity was interpolated from observed gravity values.
 AS0230
 AS0230;                    North         East    Units  Estimated Accuracy
 AS0230;SPC FL N     -    94,320.      584,140.      MT  (+/- 180 meters Scaled)
 AS0230
 AS0230                          SUPERSEDED SURVEY CONTROL
 AS0230
 AS0230  NGVD 29 (??/??/92)    3.828  (m)           12.56   (f) ADJ UNCH    1 1
 AS0230
 AS0230.Superseded values are not recommended for survey control.
 AS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0230.See file dsdata.txt to determine how the superseded data were derived.
 AS0230
 AS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU256045(NAD 83)
 AS0230_MARKER: DJ = TIDAL STATION DISK
 AS0230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AS0230_SP_SET: SIDEWALK
 AS0230_STAMPING: NO 2 TIDAL
 AS0230_MARK LOGO: NOS   
 AS0230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AS0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0230
 AS0230  HISTORY     - Date     Condition        Report By
 AS0230  HISTORY     - UNK      MONUMENTED       CGS
 AS0230  HISTORY     - 1967     GOOD             NGS
 AS0230  HISTORY     - 1975     GOOD             NGS
 AS0230  HISTORY     - 1986     GOOD             USPSQD
 AS0230  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0230  HISTORY     - 1989     GOOD             USPSQD
 AS0230  HISTORY     - 19930727 GOOD             FLDEP
 AS0230
 AS0230                          STATION DESCRIPTION
 AS0230
 AS0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0230'AT CARRABELLE.
 AS0230'AT CARRABELLE, ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 98 AND
 AS0230'319 FROM THE SCHOOL, ABOUT 67 YARDS SOUTH OF THE INTERSECTION
 AS0230'OF STATE HIGHWAY S 67, SET IN THE TOP OF THE SIDEWALK AT THE
 AS0230'SOUTHEAST CORNER OF A ONE-STORY BRICK BUILDING HOUSEING THE HIGH
 AS0230'HAT TAVERN, 6.2 FEET WEST OF THE WEST CURB OF STATE HIGHWAY S 67,
 AS0230'0.7 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AND
 AS0230'ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 29, R 4 W, T 7 S.
 AS0230'TIDAL STATION III 63, CARRABELLE, CARRABELLE RIVER, ST GEORGE
 AS0230'SOUND.
 AS0230
 AS0230                          STATION RECOVERY (1975)
 AS0230
 AS0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0230'RECOVERED IN GOOD CONDITION.
 AS0230
 AS0230                          STATION RECOVERY (1986)
 AS0230
 AS0230'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0230'RECOVERED IN GOOD CONDITION.
 AS0230
 AS0230                          STATION RECOVERY (1989)
 AS0230
 AS0230'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0230'MARK NOT FOUND.
 AS0230
 AS0230                          STATION RECOVERY (1989)
 AS0230
 AS0230'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0230'RECOVERED IN GOOD CONDITION.
 AS0230
 AS0230                          STATION RECOVERY (1993)
 AS0230
 AS0230'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (LGB)
 AS0230'THE MARK IS IN CARRABELLE IN SECTION 29, T 7 S, R 4 W. TO REACH THE
 AS0230'MARK FROM THE JUNCTION OF U.S. HIGHWAY 98, STATE ROAD 30 AND COUNTY
 AS0230'ROAD 67 IN CARRABELLE, GO SOUTH ON STATE ROAD 30 FOR 0.05 MI (0.08 KM)
 AS0230'TO THE MARK ON THE RIGHT SET IN A CONCRETE SIDEWALK. LOCATED 55.4 FT
 AS0230'(16.9 M) NORTH OF THE NORTHWEST CORNER OF AN OLD BARBER SHOP BUILDING,
 AS0230'25.1 FT (7.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FLORIDA POWER
 AS0230'BUILDING AND 6.2 FT (1.9 M) WEST OF THE WEST CURB OF STATE ROAD 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0586 ***********************************************************************
 AS0586  DESIGNATION -  872 8465 E TIDAL
 AS0586  PID         -  AS0586
 AS0586  STATE/COUNTY-  FL/FRANKLIN
 AS0586  USGS QUAD   -  CARRABELLE (1992)
 AS0586
 AS0586                         *CURRENT SURVEY CONTROL
 AS0586  ___________________________________________________________________
 AS0586* NAD 83(1986)-  29 47 01.     (N)    084 40 06.     (W)     SCALED    
 AS0586* NAVD 88     -         0.698  (meters)       2.29   (feet)  ADJUSTED  
 AS0586  ___________________________________________________________________
 AS0586  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0586  DYNAMIC HT  -           0.697 (meters)       2.29  (feet)  COMP
 AS0586  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 AS0586
 AS0586  VERT ORDER  -  SECOND    CLASS I
 AS0586
 AS0586.The horizontal coordinates were scaled from a topographic map and have
 AS0586.an estimated accuracy of +/- 6 seconds.
 AS0586
 AS0586.The orthometric height was determined by differential leveling
 AS0586.and adjusted by the National Geodetic Survey in June 1991..
 AS0586
 AS0586.The geoid height was determined by GEOID03.
 AS0586
 AS0586.The dynamic height is computed by dividing the NAVD 88
 AS0586.geopotential number by the normal gravity value computed on the
 AS0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0586.degrees latitude (g = 980.6199 gals.).
 AS0586
 AS0586.The modeled gravity was interpolated from observed gravity values.
 AS0586
 AS0586;                    North         East    Units  Estimated Accuracy
 AS0586;SPC FL N     -    86,870.      583,720.      MT  (+/- 180 meters Scaled)
 AS0586
 AS0586                          SUPERSEDED SURVEY CONTROL
 AS0586
 AS0586.No superseded survey control is available for this station.
 AS0586
 AS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT254970(NAD 83)
 AS0586_MARKER: DJ = TIDAL STATION DISK
 AS0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0586_SP_SET: STAINLESS STEEL ROD
 AS0586_STAMPING: 8465 E 1987
 AS0586_MARK LOGO: NOS   
 AS0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0586
 AS0586  HISTORY     - Date     Condition        Report By
 AS0586  HISTORY     - 1987     MONUMENTED       FLDNR
 AS0586  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0586
 AS0586                          STATION DESCRIPTION
 AS0586
 AS0586'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0586'4.5 MI SOUTH FROM CARRABELLE.
 AS0586'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0586'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0586'5.60 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0586'MARK.  THE MARK IS LOCATED IN THE TREE LINE.  THE MARK BEARS 105 FEET
 AS0586'SOUTHWEST OF THE TOP OF THE FIRST LINE OF SAND DUNES ON THE BAY SIDE
 AS0586'OF THE ISLAND, 6.0 FEET NORTH-NORTHWEST OF AN 8 INCH PINE TREE, 12.8
 AS0586'FEET EAST-NORTHEAST OF A 12 INCH PINE TREE, AND ABOUT 306 FEET
 AS0586'EAST-SOUTHEAST OF DOG ISLAND WEST RM 3.  A ROD DRIVEN TO A DEPTH OF
 AS0586'67 FEET ENCASED IN PIPE FLUSH WITH THE GROUND.
 AS0586'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
 AS0586'THE MARK IS 0.1 FT BELOW GROUND.
 AS0586
 AS0586                          STATION RECOVERY (1998)
 AS0586
 AS0586'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0588 ***********************************************************************
 AS0588  DESIGNATION -  872 8465 F TIDAL
 AS0588  PID         -  AS0588
 AS0588  STATE/COUNTY-  FL/FRANKLIN
 AS0588  USGS QUAD   -  CARRABELLE (1992)
 AS0588
 AS0588                         *CURRENT SURVEY CONTROL
 AS0588  ___________________________________________________________________
 AS0588* NAD 83(1986)-  29 46 56.     (N)    084 40 00.     (W)     SCALED    
 AS0588* NAVD 88     -         1.086  (meters)       3.56   (feet)  ADJUSTED  
 AS0588  ___________________________________________________________________
 AS0588  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0588  DYNAMIC HT  -           1.084 (meters)       3.56  (feet)  COMP
 AS0588  MODELED GRAV-     979,315.1   (mgal)                       NAVD 88
 AS0588
 AS0588  VERT ORDER  -  SECOND    CLASS I
 AS0588
 AS0588.The horizontal coordinates were scaled from a topographic map and have
 AS0588.an estimated accuracy of +/- 6 seconds.
 AS0588
 AS0588.The orthometric height was determined by differential leveling
 AS0588.and adjusted by the National Geodetic Survey in June 1991..
 AS0588
 AS0588.The geoid height was determined by GEOID03.
 AS0588
 AS0588.The dynamic height is computed by dividing the NAVD 88
 AS0588.geopotential number by the normal gravity value computed on the
 AS0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0588.degrees latitude (g = 980.6199 gals.).
 AS0588
 AS0588.The modeled gravity was interpolated from observed gravity values.
 AS0588
 AS0588;                    North         East    Units  Estimated Accuracy
 AS0588;SPC FL N     -    86,720.      583,880.      MT  (+/- 180 meters Scaled)
 AS0588
 AS0588                          SUPERSEDED SURVEY CONTROL
 AS0588
 AS0588.No superseded survey control is available for this station.
 AS0588
 AS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT255969(NAD 83)
 AS0588_MARKER: DJ = TIDAL STATION DISK
 AS0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0588_SP_SET: STAINLESS STEEL ROD
 AS0588_STAMPING: 8465 F 1987
 AS0588_MARK LOGO: NOS   
 AS0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0588
 AS0588  HISTORY     - Date     Condition        Report By
 AS0588  HISTORY     - 1987     MONUMENTED       FLDNR
 AS0588  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0588
 AS0588                          STATION DESCRIPTION
 AS0588
 AS0588'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0588'4.5 MI SOUTH FROM CARRABELLE.
 AS0588'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0588'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0588'5.5 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0588'MARK.  THE MARK IS LOCATED IN THE SOUTH CORNER OF A SAND CLEARING.
 AS0588'THE MARK BEARS ABOUT 550 FEET WEST OF THE WESTERN MOST HOUSE ON DOG
 AS0588'ISLAND, ABOUT 195 FEET SOUTHWEST OF THE TOP OF THE FIRST LINE OF SAND
 AS0588'DUNES ON THE BAY SIDE OF THE ISLAND, 17.3 FEET NORTH- NORTHEAST OF A
 AS0588'15 INCH PINE TREE, 19.7 FEET WEST OF AN 8 INCH PINE TREE, 88.5 FEET
 AS0588'SOUTH OF A 12 INCH PINE TREE (NORTHERN MOST PINE), 175.3 FEET
 AS0588'WEST-SOUTHWEST OF A 16 INCH PINE TREE (EASTERN MOST PINE), AND ABOUT
 AS0588'387 FEET SOUTHEAST OF 8465 G 1987.  A ROD DEIVEN TO A DEPTH OF 56
 AS0588'FEET ENCASED IN A PIPE PROJECTING 5 INCHES.
 AS0588'THE MARK IS 1.0 FT  NE FROM  GROUND
 AS0588'THE MARK IS 0.2 FT ABOVE GROUND.
 AS0588
 AS0588                          STATION RECOVERY (1998)
 AS0588
 AS0588'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0587 ***********************************************************************
 AS0587  DESIGNATION -  872 8465 G TIDAL
 AS0587  PID         -  AS0587
 AS0587  STATE/COUNTY-  FL/FRANKLIN
 AS0587  USGS QUAD   -  CARRABELLE (1992)
 AS0587
 AS0587                         *CURRENT SURVEY CONTROL
 AS0587  ___________________________________________________________________
 AS0587* NAD 83(1986)-  29 46 58.     (N)    084 40 03.     (W)     SCALED    
 AS0587* NAVD 88     -         0.930  (meters)       3.05   (feet)  ADJUSTED  
 AS0587  ___________________________________________________________________
 AS0587  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0587  DYNAMIC HT  -           0.929 (meters)       3.05  (feet)  COMP
 AS0587  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 AS0587
 AS0587  VERT ORDER  -  SECOND    CLASS I
 AS0587
 AS0587.The horizontal coordinates were scaled from a topographic map and have
 AS0587.an estimated accuracy of +/- 6 seconds.
 AS0587
 AS0587.The orthometric height was determined by differential leveling
 AS0587.and adjusted by the National Geodetic Survey in June 1991..
 AS0587
 AS0587.The geoid height was determined by GEOID03.
 AS0587
 AS0587.The dynamic height is computed by dividing the NAVD 88
 AS0587.geopotential number by the normal gravity value computed on the
 AS0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0587.degrees latitude (g = 980.6199 gals.).
 AS0587
 AS0587.The modeled gravity was interpolated from observed gravity values.
 AS0587
 AS0587;                    North         East    Units  Estimated Accuracy
 AS0587;SPC FL N     -    86,780.      583,800.      MT  (+/- 180 meters Scaled)
 AS0587
 AS0587                          SUPERSEDED SURVEY CONTROL
 AS0587
 AS0587.No superseded survey control is available for this station.
 AS0587
 AS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT254969(NAD 83)
 AS0587_MARKER: DJ = TIDAL STATION DISK
 AS0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0587_SP_SET: STAINLESS STEEL ROD
 AS0587_STAMPING: 8465 G 1987
 AS0587_MARK LOGO: NOS   
 AS0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0587
 AS0587  HISTORY     - Date     Condition        Report By
 AS0587  HISTORY     - 1987     MONUMENTED       FLDNR
 AS0587  HISTORY     - 1987     GOOD             FLDNR
 AS0587  HISTORY     - 19980520 GOOD             USPSQD
 AS0587
 AS0587                          STATION DESCRIPTION
 AS0587
 AS0587'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0587'4.5 MI SOUTH FROM CARRABELLE.
 AS0587'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0587'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0587'5.55 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0587'MARK.  THE MARK IS LOCATED IN A CLEARING.  THE MARK BEARS 96 FEET
 AS0587'SOUTHWEST OF THE FIRST LINE OF SAND DUNES ON THE BAY SIDE OF THE
 AS0587'ISLAND, 138 FEET NORTHEAST OF THE TREE LINE, 41 FEET NORTHEAST OF THE
 AS0587'SOUTHWEST EDGE OF THE CLEARING, 42 FEET SOUTHWEST OF THE NORTHEAST
 AS0587'EDGE, 46 FEET NORTHWEST OF THE SOUTHEAST EDGE, 50 FEET SOUTHEAST OF
 AS0587'THE NORTHWEST EDGE, AND ABOUT 360 FEET WEST-NORTHWEST OF 8465 E 1987.
 AS0587'A ROD DRIVEN TO A DEPTH OF 67 FEET ENCASED IN A PIPE FLUSH WITH THE
 AS0587'GROUND.
 AS0587'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
 AS0587
 AS0587                          STATION RECOVERY (1998)
 AS0587
 AS0587'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0589 ***********************************************************************
 AS0589  DESIGNATION -  872 8465 H TIDAL
 AS0589  PID         -  AS0589
 AS0589  STATE/COUNTY-  FL/FRANKLIN
 AS0589  USGS QUAD   -  CARRABELLE (1992)
 AS0589
 AS0589                         *CURRENT SURVEY CONTROL
 AS0589  ___________________________________________________________________
 AS0589* NAD 83(1986)-  29 46 49.     (N)    084 39 41.     (W)     SCALED    
 AS0589* NAVD 88     -         0.607  (meters)       1.99   (feet)  ADJUSTED  
 AS0589  ___________________________________________________________________
 AS0589  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AS0589  DYNAMIC HT  -           0.606 (meters)       1.99  (feet)  COMP
 AS0589  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 AS0589
 AS0589  VERT ORDER  -  SECOND    CLASS I
 AS0589
 AS0589.The horizontal coordinates were scaled from a topographic map and have
 AS0589.an estimated accuracy of +/- 6 seconds.
 AS0589
 AS0589.The orthometric height was determined by differential leveling
 AS0589.and adjusted by the National Geodetic Survey in June 1991..
 AS0589
 AS0589.The geoid height was determined by GEOID03.
 AS0589
 AS0589.The dynamic height is computed by dividing the NAVD 88
 AS0589.geopotential number by the normal gravity value computed on the
 AS0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0589.degrees latitude (g = 980.6199 gals.).
 AS0589
 AS0589.The modeled gravity was interpolated from observed gravity values.
 AS0589
 AS0589;                    North         East    Units  Estimated Accuracy
 AS0589;SPC FL N     -    86,500.      584,390.      MT  (+/- 180 meters Scaled)
 AS0589
 AS0589                          SUPERSEDED SURVEY CONTROL
 AS0589
 AS0589.No superseded survey control is available for this station.
 AS0589
 AS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT260967(NAD 83)
 AS0589_MARKER: DJ = TIDAL STATION DISK
 AS0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0589_SP_SET: STAINLESS STEEL ROD
 AS0589_STAMPING: 8465 H 1987
 AS0589_MARK LOGO: NGS   
 AS0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0589
 AS0589  HISTORY     - Date     Condition        Report By
 AS0589  HISTORY     - 1987     MONUMENTED       FLDNR
 AS0589  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0589
 AS0589                          STATION DESCRIPTION
 AS0589
 AS0589'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0589'4.5 MI SOUTH FROM CARRABELLE.
 AS0589'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0589'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0589'5.15 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0589'MARK.  THE MARK BEARS 2.7 FEET SOUTH OF THE FOURTH POWER POLE FROM
 AS0589'THE SOUTHWEST END OF THE POWER LINE, AND 260 FEET SOUTH- SOUTHWEST OF
 AS0589'THE TOP OF THE FIRST LINE OF SAND DUNES ON THE BAY SIDE OF THE
 AS0589'ISLAND.  A ROD DRIVEN TO A DEPTH OF 48 FEET ENCASED IN A PIPE
 AS0589'PROJECTING 5 INCHES.
 AS0589'THE MARK IS 0.5 FT  S FROM A WITNESS POST.
 AS0589
 AS0589                          STATION RECOVERY (1998)
 AS0589
 AS0589'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0438 ***********************************************************************
 AS0438  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0438  DESIGNATION -  872 8548 TIDAL 2
 AS0438  PID         -  AS0438
 AS0438  STATE/COUNTY-  FL/FRANKLIN
 AS0438  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0438
 AS0438                         *CURRENT SURVEY CONTROL
 AS0438  ___________________________________________________________________
 AS0438* NAD 83(1986)-  29 41 25.     (N)    084 47 23.     (W)     SCALED    
 AS0438* NAVD 88     -         0.982  (meters)       3.22   (feet)  ADJUSTED  
 AS0438  ___________________________________________________________________
 AS0438  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0438  DYNAMIC HT  -           0.980 (meters)       3.22  (feet)  COMP
 AS0438  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0438
 AS0438  VERT ORDER  -  SECOND    CLASS I
 AS0438
 AS0438.The horizontal coordinates were scaled from a topographic map and have
 AS0438.an estimated accuracy of +/- 6 seconds.
 AS0438
 AS0438.The orthometric height was determined by differential leveling
 AS0438.and adjusted by the National Geodetic Survey in June 1991..
 AS0438.WARNING-Repeat measurements at this control monument indicate possible
 AS0438.vertical movement.
 AS0438
 AS0438.This Tidal Bench Mark is designated as VM 9842
 AS0438.by the Center for Operational Oceanographic Products and Services.
 AS0438
 AS0438.This Tidal Bench Mark is designated as VM 11271
 AS0438.by the Center for Operational Oceanographic Products and Services.
 AS0438
 AS0438.The geoid height was determined by GEOID03.
 AS0438
 AS0438.The dynamic height is computed by dividing the NAVD 88
 AS0438.geopotential number by the normal gravity value computed on the
 AS0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0438.degrees latitude (g = 980.6199 gals.).
 AS0438
 AS0438.The modeled gravity was interpolated from observed gravity values.
 AS0438
 AS0438;                    North         East    Units  Estimated Accuracy
 AS0438;SPC FL N     -    76,550.      571,960.      MT  (+/- 180 meters Scaled)
 AS0438
 AS0438                          SUPERSEDED SURVEY CONTROL
 AS0438
 AS0438.No superseded survey control is available for this station.
 AS0438
 AS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT138865(NAD 83)
 AS0438_MARKER: DJ = TIDAL STATION DISK
 AS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0438_SP_SET: CONCRETE POST
 AS0438_STAMPING: NO 2 1972
 AS0438_MARK LOGO: NOS   
 AS0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0438+STABILITY: SURFACE MOTION
 AS0438
 AS0438  HISTORY     - Date     Condition        Report By
 AS0438  HISTORY     - 1972     MONUMENTED       NOS
 AS0438  HISTORY     - 1977     GOOD             NGS
 AS0438  HISTORY     - 1986     GOOD             FLDNR
 AS0438  HISTORY     - 19971023 GOOD             USPSQD
 AS0438
 AS0438                          STATION DESCRIPTION
 AS0438
 AS0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0438'5.1 MI EAST FROM ST GEORGE ISLAND.
 AS0438'4.9 MILES EAST ALONG COUNTY ROAD 300 FROM THE JUNCTION OF FRANKLIN
 AS0438'BOULEVARD ON ST. GEORGE ISLAND, THENCE 0.2 MILE NORTH AND WEST ALONG
 AS0438'A SAND ROAD, ABOUT 507 FEET SOUTH OF THE CENTER LINE OF THE ABANDONED
 AS0438'PIER, AND 36 FEET EAST OF THE CENTER LINE OF THE ROAD.
 AS0438
 AS0438                          STATION RECOVERY (1986)
 AS0438
 AS0438'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0438'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS ALSO IN THE ST.
 AS0438'GEORGE ISLAND STATE PARK, 250 FEET NORTH-NORTHWEST OF THE NORTHWEST
 AS0438'CORNER OF THE WESTMOST PARK RANGER HOUSE.
 AS0438
 AS0438                          STATION RECOVERY (1997)
 AS0438
 AS0438'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0437 ***********************************************************************
 AS0437  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0437  DESIGNATION -  872 8548 TIDAL 3
 AS0437  PID         -  AS0437
 AS0437  STATE/COUNTY-  FL/FRANKLIN
 AS0437  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0437
 AS0437                         *CURRENT SURVEY CONTROL
 AS0437  ___________________________________________________________________
 AS0437* NAD 83(1986)-  29 41 23.     (N)    084 47 21.     (W)     SCALED    
 AS0437* NAVD 88     -         1.197  (meters)       3.93   (feet)  ADJUSTED  
 AS0437  ___________________________________________________________________
 AS0437  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0437  DYNAMIC HT  -           1.196 (meters)       3.92  (feet)  COMP
 AS0437  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0437
 AS0437  VERT ORDER  -  SECOND    CLASS I
 AS0437
 AS0437.The horizontal coordinates were scaled from a topographic map and have
 AS0437.an estimated accuracy of +/- 6 seconds.
 AS0437
 AS0437.The orthometric height was determined by differential leveling
 AS0437.and adjusted by the National Geodetic Survey in June 1991..
 AS0437
 AS0437.This Tidal Bench Mark is designated as VM 9843
 AS0437.by the Center for Operational Oceanographic Products and Services.
 AS0437
 AS0437.This Tidal Bench Mark is designated as VM 11272
 AS0437.by the Center for Operational Oceanographic Products and Services.
 AS0437
 AS0437.The geoid height was determined by GEOID03.
 AS0437
 AS0437.The dynamic height is computed by dividing the NAVD 88
 AS0437.geopotential number by the normal gravity value computed on the
 AS0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0437.degrees latitude (g = 980.6199 gals.).
 AS0437
 AS0437.The modeled gravity was interpolated from observed gravity values.
 AS0437
 AS0437;                    North         East    Units  Estimated Accuracy
 AS0437;SPC FL N     -    76,490.      572,010.      MT  (+/- 180 meters Scaled)
 AS0437
 AS0437                          SUPERSEDED SURVEY CONTROL
 AS0437
 AS0437.No superseded survey control is available for this station.
 AS0437
 AS0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT139864(NAD 83)
 AS0437_MARKER: DJ = TIDAL STATION DISK
 AS0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0437_SP_SET: CONCRETE POST
 AS0437_STAMPING: NO 3 1972
 AS0437_MARK LOGO: NOS   
 AS0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0437+STABILITY: SURFACE MOTION
 AS0437
 AS0437  HISTORY     - Date     Condition        Report By
 AS0437  HISTORY     - 1972     MONUMENTED       NOS
 AS0437  HISTORY     - 1977     GOOD             NGS
 AS0437  HISTORY     - 1986     GOOD             FLDNR
 AS0437  HISTORY     - 19971023 GOOD             USPSQD
 AS0437
 AS0437                          STATION DESCRIPTION
 AS0437
 AS0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0437'5.0 MI EAST FROM ST GEORGE ISLAND.
 AS0437'4.9 MILES EAST ALONG COUNTY ROAD 300 FROM THE JUNCTION OF FRANKLIN
 AS0437'BOUELVARD ON ST. GEORGE ISLAND, THENCE 0.1 MILE NORTH ALONG A SAND
 AS0437'ROAD, APPROXIMATELY 270 FEET NORTH OF TIDAL 4, BETWEEN A ROAD LEADING
 AS0437'NORTH AND THE MAIN ROAD LEADING NORTHWEST.
 AS0437
 AS0437                          STATION RECOVERY (1986)
 AS0437
 AS0437'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0437'RECOVERED IN GOOD CONDITION EXCEPT THE MARK BEARS 54 FEET WEST OF THE
 AS0437'CENTERLINE OF THE SHELL ROAD, 23 FEET EAST-NORTHEAST OF A WOOD FENCE,
 AS0437'30 FEET WEST-SOUTHWEST OF POWER POLE 5-17342, 80 FEET EAST-SOUTHEAST
 AS0437'OF THE NORTHEAST CORNER OF THE EASTMOST PARK RANGER HOUSE, AND 2 FEET
 AS0437'SOUTH OF A WITNESS POST.
 AS0437
 AS0437                          STATION RECOVERY (1997)
 AS0437
 AS0437'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0436 ***********************************************************************
 AS0436  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0436  DESIGNATION -  872 8548 TIDAL 4
 AS0436  PID         -  AS0436
 AS0436  STATE/COUNTY-  FL/FRANKLIN
 AS0436  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0436
 AS0436                         *CURRENT SURVEY CONTROL
 AS0436  ___________________________________________________________________
 AS0436* NAD 83(1986)-  29 41 19.     (N)    084 47 23.     (W)     SCALED    
 AS0436* NAVD 88     -         1.024  (meters)       3.36   (feet)  ADJUSTED  
 AS0436  ___________________________________________________________________
 AS0436  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0436  DYNAMIC HT  -           1.023 (meters)       3.36  (feet)  COMP
 AS0436  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 AS0436
 AS0436  VERT ORDER  -  SECOND    CLASS I
 AS0436
 AS0436.The horizontal coordinates were scaled from a topographic map and have
 AS0436.an estimated accuracy of +/- 6 seconds.
 AS0436
 AS0436.The orthometric height was determined by differential leveling
 AS0436.and adjusted by the National Geodetic Survey in June 1991..
 AS0436
 AS0436.This Tidal Bench Mark is designated as VM 9844
 AS0436.by the Center for Operational Oceanographic Products and Services.
 AS0436
 AS0436.This Tidal Bench Mark is designated as VM 11273
 AS0436.by the Center for Operational Oceanographic Products and Services.
 AS0436
 AS0436.The geoid height was determined by GEOID03.
 AS0436
 AS0436.The dynamic height is computed by dividing the NAVD 88
 AS0436.geopotential number by the normal gravity value computed on the
 AS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0436.degrees latitude (g = 980.6199 gals.).
 AS0436
 AS0436.The modeled gravity was interpolated from observed gravity values.
 AS0436
 AS0436;                    North         East    Units  Estimated Accuracy
 AS0436;SPC FL N     -    76,370.      571,960.      MT  (+/- 180 meters Scaled)
 AS0436
 AS0436                          SUPERSEDED SURVEY CONTROL
 AS0436
 AS0436.No superseded survey control is available for this station.
 AS0436
 AS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT138863(NAD 83)
 AS0436_MARKER: DJ = TIDAL STATION DISK
 AS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0436_SP_SET: CONCRETE POST
 AS0436_STAMPING: NO 4 1972
 AS0436_MARK LOGO: NOS   
 AS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0436+STABILITY: SURFACE MOTION
 AS0436
 AS0436  HISTORY     - Date     Condition        Report By
 AS0436  HISTORY     - 1972     MONUMENTED       NOS
 AS0436  HISTORY     - 1977     GOOD             NGS
 AS0436  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 AS0436
 AS0436                          STATION DESCRIPTION
 AS0436
 AS0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0436'5.0 MI EAST FROM ST GEORGE ISLAND.
 AS0436'4.9 MILES EAST ALONG COUNTY ROAD 300 FROM THE JUNCTION OF FRANKLIN
 AS0436'BOULEVARD ON ST. GEORGE ISLAND, THENCE 0.1 MILE NORTH ALONG A SAND
 AS0436'ROAD, AND 15 FEET WEST OF THE CENTER OF THE SAND ROAD.
 AS0436
 AS0436                          STATION RECOVERY (1987)
 AS0436
 AS0436'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AS0436'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0435 ***********************************************************************
 AS0435  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0435  DESIGNATION -  872 8548 TIDAL 6
 AS0435  PID         -  AS0435
 AS0435  STATE/COUNTY-  FL/FRANKLIN
 AS0435  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0435
 AS0435                         *CURRENT SURVEY CONTROL
 AS0435  ___________________________________________________________________
 AS0435* NAD 83(1986)-  29 41 14.     (N)    084 47 20.     (W)     SCALED    
 AS0435* NAVD 88     -         1.713  (meters)       5.62   (feet)  ADJUSTED  
 AS0435  ___________________________________________________________________
 AS0435  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AS0435  DYNAMIC HT  -           1.711 (meters)       5.61  (feet)  COMP
 AS0435  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 AS0435
 AS0435  VERT ORDER  -  SECOND    CLASS I
 AS0435
 AS0435.The horizontal coordinates were scaled from a topographic map and have
 AS0435.an estimated accuracy of +/- 6 seconds.
 AS0435
 AS0435.The orthometric height was determined by differential leveling
 AS0435.and adjusted by the National Geodetic Survey in June 1991..
 AS0435
 AS0435.This Tidal Bench Mark is designated as VM 9846
 AS0435.by the Center for Operational Oceanographic Products and Services.
 AS0435
 AS0435.This Tidal Bench Mark is designated as VM 11275
 AS0435.by the Center for Operational Oceanographic Products and Services.
 AS0435
 AS0435.The geoid height was determined by GEOID03.
 AS0435
 AS0435.The dynamic height is computed by dividing the NAVD 88
 AS0435.geopotential number by the normal gravity value computed on the
 AS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0435.degrees latitude (g = 980.6199 gals.).
 AS0435
 AS0435.The modeled gravity was interpolated from observed gravity values.
 AS0435
 AS0435;                    North         East    Units  Estimated Accuracy
 AS0435;SPC FL N     -    76,210.      572,040.      MT  (+/- 180 meters Scaled)
 AS0435
 AS0435                          SUPERSEDED SURVEY CONTROL
 AS0435
 AS0435.No superseded survey control is available for this station.
 AS0435
 AS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT139861(NAD 83)
 AS0435_MARKER: DJ = TIDAL STATION DISK
 AS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0435_SP_SET: CONCRETE POST
 AS0435_STAMPING: NO 6 1972
 AS0435_MARK LOGO: NOS   
 AS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0435+STABILITY: SURFACE MOTION
 AS0435
 AS0435  HISTORY     - Date     Condition        Report By
 AS0435  HISTORY     - 1972     MONUMENTED       NOS
 AS0435  HISTORY     - 1977     GOOD             NGS
 AS0435  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 AS0435  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0435
 AS0435                          STATION DESCRIPTION
 AS0435
 AS0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0435'4.9 MI EAST FROM ST GEORGE ISLAND.
 AS0435'4.9 MILES EAST ALONG COUNTY ROAD 300 FROM THE JUNCTION OF FRANKLIN
 AS0435'BOULEVARD ON ST. GEORGE ISLAND, 54 FEET SOUTH OF THE CENTER LINE OF
 AS0435'THE ROAD, AND 25 FEET EAST OF THE CENTER LINE OF A SAND TRAIL TO THE
 AS0435'SOUTH.
 AS0435
 AS0435                          STATION RECOVERY (1987)
 AS0435
 AS0435'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AS0435'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AS0435
 AS0435                          STATION RECOVERY (1989)
 AS0435
 AS0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0513 ***********************************************************************
 AS0513  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0513  DESIGNATION -  872 8619 A TIDAL
 AS0513  PID         -  AS0513
 AS0513  STATE/COUNTY-  FL/FRANKLIN
 AS0513  USGS QUAD   -  APALACHICOLA (1982)
 AS0513
 AS0513                         *CURRENT SURVEY CONTROL
 AS0513  ___________________________________________________________________
 AS0513* NAD 83(1986)-  29 43 25.     (N)    084 53 12.     (W)     SCALED    
 AS0513* NAVD 88     -         1.040  (meters)       3.41   (feet)  ADJUSTED  
 AS0513  ___________________________________________________________________
 AS0513  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0513  DYNAMIC HT  -           1.039 (meters)       3.41  (feet)  COMP
 AS0513  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AS0513
 AS0513  VERT ORDER  -  SECOND    CLASS I
 AS0513
 AS0513.The horizontal coordinates were scaled from a topographic map and have
 AS0513.an estimated accuracy of +/- 6 seconds.
 AS0513
 AS0513.The orthometric height was determined by differential leveling
 AS0513.and adjusted by the National Geodetic Survey in June 1991..
 AS0513
 AS0513.This Tidal Bench Mark is designated as VM 9847
 AS0513.by the Center for Operational Oceanographic Products and Services.
 AS0513
 AS0513.The geoid height was determined by GEOID03.
 AS0513
 AS0513.The dynamic height is computed by dividing the NAVD 88
 AS0513.geopotential number by the normal gravity value computed on the
 AS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0513.degrees latitude (g = 980.6199 gals.).
 AS0513
 AS0513.The modeled gravity was interpolated from observed gravity values.
 AS0513
 AS0513;                    North         East    Units  Estimated Accuracy
 AS0513;SPC FL N     -    80,270.      562,590.      MT  (+/- 180 meters Scaled)
 AS0513
 AS0513                          SUPERSEDED SURVEY CONTROL
 AS0513
 AS0513.No superseded survey control is available for this station.
 AS0513
 AS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT044900(NAD 83)
 AS0513_MARKER: DJ = TIDAL STATION DISK
 AS0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0513_SP_SET: COPPER-CLAD STEEL ROD
 AS0513_STAMPING: 8619 A 1977
 AS0513_MARK LOGO: FLDNR 
 AS0513_PROJECTION: FLUSH
 AS0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0513_ROD/PIPE-DEPTH: 12.2 meters
 AS0513
 AS0513  HISTORY     - Date     Condition        Report By
 AS0513  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0513  HISTORY     - 1983     GOOD             FLDNR
 AS0513  HISTORY     - 1986     GOOD             FLDNR
 AS0513  HISTORY     - 19971013 GOOD             USPSQD
 AS0513
 AS0513                          STATION DESCRIPTION
 AS0513
 AS0513'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0513'2.35 MI SSW FROM EASTPOINT.
 AS0513'BEGIN AT THE EASTPOINT POST OFFICE, THENCE GO 1.2 MILES WEST ON U.S.
 AS0513'HIGHWAY 98 TO COUNTY ROAD C 65, THENCE GO 0.9 MILE SOUTHERLY ON C 65
 AS0513'TO A ROAD FORK, BEAR RIGHT AND GO 0.15 MILE TO A PAVED ROAD THAT
 AS0513'PARALLELS C 65, GO 0.1 MILE SOUTH ON THE PAVED ROAD TO THE OLD FERRY
 AS0513'LANDING AND THE MARK.  THE MARK BEARS 38.3 FEET EAST-SOUTHEAST OF THE
 AS0513'SOUTHEAST CORNER OF THE FOUNDATION OF A DESTROYED BUILDING, 7 FEET
 AS0513'NORTH-NORTHEAST OF AN 18-INCH DIAMETER OAK TREE, 11.7 FEET SOUTH OF A
 AS0513'TWO-TRUNKED CEDAR TREE, AND 0.4 FOOT SOUTHEAST OF A WITNESS POST.
 AS0513
 AS0513                          STATION RECOVERY (1986)
 AS0513
 AS0513'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0513'RECOVERED IN GOOD CONDITION.
 AS0513
 AS0513                          STATION RECOVERY (1997)
 AS0513
 AS0513'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0512 ***********************************************************************
 AS0512  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0512  DESIGNATION -  872 8619 B TIDAL
 AS0512  PID         -  AS0512
 AS0512  STATE/COUNTY-  FL/FRANKLIN
 AS0512  USGS QUAD   -  APALACHICOLA (1982)
 AS0512
 AS0512                         *CURRENT SURVEY CONTROL
 AS0512  ___________________________________________________________________
 AS0512* NAD 83(1986)-  29 43 25.     (N)    084 53 12.     (W)     SCALED    
 AS0512* NAVD 88     -         1.756  (meters)       5.76   (feet)  ADJUSTED  
 AS0512  ___________________________________________________________________
 AS0512  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0512  DYNAMIC HT  -           1.753 (meters)       5.75  (feet)  COMP
 AS0512  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AS0512
 AS0512  VERT ORDER  -  SECOND    CLASS I
 AS0512
 AS0512.The horizontal coordinates were scaled from a topographic map and have
 AS0512.an estimated accuracy of +/- 6 seconds.
 AS0512
 AS0512.The orthometric height was determined by differential leveling
 AS0512.and adjusted by the National Geodetic Survey in June 1991..
 AS0512
 AS0512.This Tidal Bench Mark is designated as VM 9848
 AS0512.by the Center for Operational Oceanographic Products and Services.
 AS0512
 AS0512.The geoid height was determined by GEOID03.
 AS0512
 AS0512.The dynamic height is computed by dividing the NAVD 88
 AS0512.geopotential number by the normal gravity value computed on the
 AS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0512.degrees latitude (g = 980.6199 gals.).
 AS0512
 AS0512.The modeled gravity was interpolated from observed gravity values.
 AS0512
 AS0512;                    North         East    Units  Estimated Accuracy
 AS0512;SPC FL N     -    80,270.      562,590.      MT  (+/- 180 meters Scaled)
 AS0512
 AS0512                          SUPERSEDED SURVEY CONTROL
 AS0512
 AS0512.No superseded survey control is available for this station.
 AS0512
 AS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT044900(NAD 83)
 AS0512_MARKER: DJ = TIDAL STATION DISK
 AS0512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0512_SP_SET: COPPER-CLAD STEEL ROD
 AS0512_STAMPING: 8619 B 1977
 AS0512_MARK LOGO: FLDNR 
 AS0512_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0512_ROD/PIPE-DEPTH: 12.2 meters
 AS0512
 AS0512  HISTORY     - Date     Condition        Report By
 AS0512  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0512  HISTORY     - 1983     GOOD             FLDNR
 AS0512  HISTORY     - 1986     GOOD             FLDNR
 AS0512  HISTORY     - 19971013 GOOD             USPSQD
 AS0512
 AS0512                          STATION DESCRIPTION
 AS0512
 AS0512'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0512'2.35 MI SSW FROM EASTPOINT.
 AS0512'BEGIN AT THE EASTPOINT POST OFFICE, THENCE GO 1.2 MILES WEST ON U.S.
 AS0512'HIGHWAY 98 TO COUNTY ROAD C 65, THENCE GO 0.9 MILE SOUTHERLY ON C 65
 AS0512'TO A ROAD FORK, BEAR RIGHT AND GO 0.15 MILE TO A PAVED ROAD THAT
 AS0512'PARALLELS C 65, GO 0.1 MILE SOUTH ON THE PAVED ROAD TO THE OLD FERRY
 AS0512'LANDING AND THE MARK.  THE MARK BEARS 54 FEET EAST OF A CHAIN-LINK
 AS0512'FENCE, 200 FEET WEST-NORTHWEST OF THE RAMP TO THE OLD FERRY LANDING,
 AS0512'225 FEET WEST-SOUTHWEST OF TIDAL BENCH MARK 8619 A 1977, AND 0.3 FOOT
 AS0512'NORTH OF A WITNESS POST.
 AS0512
 AS0512                          STATION RECOVERY (1986)
 AS0512
 AS0512'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0512'RECOVERED IN GOOD CONDITION.
 AS0512
 AS0512                          STATION RECOVERY (1997)
 AS0512
 AS0512'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0510 ***********************************************************************
 AS0510  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0510  DESIGNATION -  872 8619 C TIDAL
 AS0510  PID         -  AS0510
 AS0510  STATE/COUNTY-  FL/FRANKLIN
 AS0510  USGS QUAD   -  APALACHICOLA (1982)
 AS0510
 AS0510                         *CURRENT SURVEY CONTROL
 AS0510  ___________________________________________________________________
 AS0510* NAD 83(1986)-  29 43 25.     (N)    084 53 12.     (W)     SCALED    
 AS0510* NAVD 88     -         1.733  (meters)       5.69   (feet)  ADJUSTED  
 AS0510  ___________________________________________________________________
 AS0510  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0510  DYNAMIC HT  -           1.731 (meters)       5.68  (feet)  COMP
 AS0510  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 AS0510
 AS0510  VERT ORDER  -  SECOND    CLASS I
 AS0510
 AS0510.The horizontal coordinates were scaled from a topographic map and have
 AS0510.an estimated accuracy of +/- 6 seconds.
 AS0510
 AS0510.The orthometric height was determined by differential leveling
 AS0510.and adjusted by the National Geodetic Survey in June 1991..
 AS0510
 AS0510.This Tidal Bench Mark is designated as VM 9849
 AS0510.by the Center for Operational Oceanographic Products and Services.
 AS0510
 AS0510.The geoid height was determined by GEOID03.
 AS0510
 AS0510.The dynamic height is computed by dividing the NAVD 88
 AS0510.geopotential number by the normal gravity value computed on the
 AS0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0510.degrees latitude (g = 980.6199 gals.).
 AS0510
 AS0510.The modeled gravity was interpolated from observed gravity values.
 AS0510
 AS0510;                    North         East    Units  Estimated Accuracy
 AS0510;SPC FL N     -    80,270.      562,590.      MT  (+/- 180 meters Scaled)
 AS0510
 AS0510                          SUPERSEDED SURVEY CONTROL
 AS0510
 AS0510.No superseded survey control is available for this station.
 AS0510
 AS0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT044900(NAD 83)
 AS0510_MARKER: DJ = TIDAL STATION DISK
 AS0510_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AS0510+WITH SETTING: PAVEMENT
 AS0510_SP_SET: CONCRETE PAD
 AS0510_STAMPING: 8619 C 1977
 AS0510_MARK LOGO: FLDNR 
 AS0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0510+STABILITY: SURFACE MOTION
 AS0510
 AS0510  HISTORY     - Date     Condition        Report By
 AS0510  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0510  HISTORY     - 1983     GOOD             FLDNR
 AS0510  HISTORY     - 1986     GOOD             FLDNR
 AS0510  HISTORY     - 1989     GOOD             USPSQD
 AS0510  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0510
 AS0510                          STATION DESCRIPTION
 AS0510
 AS0510'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0510'2.3 MI SW FROM EASTPOINT.
 AS0510'BEGIN AT THE EASTPOINT POST OFFICE, THENCE GO 1.2 MILES WEST ON U.S.
 AS0510'HIGHWAY 98 TO COUNTY ROAD C 65, THENCE GO 0.9 MILE SOUTHERLY ON C 65
 AS0510'TO A ROAD FORK, BEAR RIGHT AND GO 0.2 MILE TO THE TOLL BOOTH TO ST.
 AS0510'GEORGE ISLAND BRIDGE AND THE MARK.  THE MARK IS SET IN THE CONCRETE
 AS0510'APRON FOR THE TOLL BOOTH, 9.8 FEET EAST OF THE CENTER OF THE WEST LANE
 AS0510'FOR THE TOLL BOOTH, 9.9 FEET WEST OF THE CENTER OF THE EAST LANE TO
 AS0510'THE TOLL BOOTH, AND 12.9 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 AS0510'OF THE TOLL BOOTH.
 AS0510
 AS0510                          STATION RECOVERY (1986)
 AS0510
 AS0510'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0510'RECOVERED IN GOOD CONDITION.
 AS0510
 AS0510                          STATION RECOVERY (1989)
 AS0510
 AS0510'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0510'RECOVERED IN GOOD CONDITION.
 AS0510
 AS0510                          STATION RECOVERY (1997)
 AS0510
 AS0510'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0509 ***********************************************************************
 AS0509  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0509  DESIGNATION -  872 8619 D TIDAL
 AS0509  PID         -  AS0509
 AS0509  STATE/COUNTY-  FL/FRANKLIN
 AS0509  USGS QUAD   -  APALACHICOLA (1982)
 AS0509
 AS0509                         *CURRENT SURVEY CONTROL
 AS0509  ___________________________________________________________________
 AS0509* NAD 83(1986)-  29 43 34.     (N)    084 53 18.     (W)     SCALED    
 AS0509* NAVD 88     -         0.824  (meters)       2.70   (feet)  ADJUSTED  
 AS0509  ___________________________________________________________________
 AS0509  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0509  DYNAMIC HT  -           0.823 (meters)       2.70  (feet)  COMP
 AS0509  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 AS0509
 AS0509  VERT ORDER  -  SECOND    CLASS I
 AS0509
 AS0509.The horizontal coordinates were scaled from a topographic map and have
 AS0509.an estimated accuracy of +/- 6 seconds.
 AS0509
 AS0509.The orthometric height was determined by differential leveling
 AS0509.and adjusted by the National Geodetic Survey in June 1991..
 AS0509.WARNING-Repeat measurements at this control monument indicate possible
 AS0509.vertical movement.
 AS0509
 AS0509.This Tidal Bench Mark is designated as VM 9850
 AS0509.by the Center for Operational Oceanographic Products and Services.
 AS0509
 AS0509.The geoid height was determined by GEOID03.
 AS0509
 AS0509.The dynamic height is computed by dividing the NAVD 88
 AS0509.geopotential number by the normal gravity value computed on the
 AS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0509.degrees latitude (g = 980.6199 gals.).
 AS0509
 AS0509.The modeled gravity was interpolated from observed gravity values.
 AS0509
 AS0509;                    North         East    Units  Estimated Accuracy
 AS0509;SPC FL N     -    80,550.      562,430.      MT  (+/- 180 meters Scaled)
 AS0509
 AS0509                          SUPERSEDED SURVEY CONTROL
 AS0509
 AS0509.No superseded survey control is available for this station.
 AS0509
 AS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT042903(NAD 83)
 AS0509_MARKER: DJ = TIDAL STATION DISK
 AS0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0509_SP_SET: CONCRETE POST
 AS0509_STAMPING: 8619 D 1977
 AS0509_MARK LOGO: FLDNR 
 AS0509_PROJECTION: FLUSH
 AS0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0509+STABILITY: SURFACE MOTION
 AS0509
 AS0509  HISTORY     - Date     Condition        Report By
 AS0509  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0509  HISTORY     - 1983     GOOD             FLDNR
 AS0509  HISTORY     - 1986     GOOD             FLDNR
 AS0509  HISTORY     - 19971013 GOOD             USPSQD
 AS0509
 AS0509                          STATION DESCRIPTION
 AS0509
 AS0509'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0509'2.25 MI SW FROM EASTPOINT.
 AS0509'BEGIN AT THE EASTPOINT POST OFFICE, THENCE GO 1.2 MILES WEST ON U.S.
 AS0509'HIGHWAY 98 TO COUNTY ROAD C 65, THENCE GO 0.9 MILE SOUTHERLY ON C 65
 AS0509'TO A ROAD FORK, BEAR RIGHT AND GO 0.15 MILE TO THE MARK.  THE MARK
 AS0509'BEARS 40 FEET WEST OF THE CENTERLINE OF C 65, 46.5 FEET SOUTH OF POWER
 AS0509'POLE R-46, 128 FEET SOUTHWEST OF POWER POLE 356, AND 2.1 FEET EAST OF
 AS0509'A WITNESS POST.
 AS0509'THE MARK IS 2 FT BELOW ROAD.
 AS0509
 AS0509                          STATION RECOVERY (1986)
 AS0509
 AS0509'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0509'RECOVERED IN GOOD CONDITION.
 AS0509
 AS0509                          STATION RECOVERY (1997)
 AS0509
 AS0509'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0425 ***********************************************************************
 AS0425  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0425  DESIGNATION -  872 8626 TIDAL 1
 AS0425  PID         -  AS0425
 AS0425  STATE/COUNTY-  FL/FRANKLIN
 AS0425  USGS QUAD   -  APALACHICOLA (1982)
 AS0425
 AS0425                         *CURRENT SURVEY CONTROL
 AS0425  ___________________________________________________________________
 AS0425* NAD 83(1986)-  29 39 11.     (N)    084 53 42.     (W)     SCALED    
 AS0425* NAVD 88     -         0.812  (meters)       2.66   (feet)  ADJUSTED  
 AS0425  ___________________________________________________________________
 AS0425  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0425  DYNAMIC HT  -           0.811 (meters)       2.66  (feet)  COMP
 AS0425  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AS0425
 AS0425  VERT ORDER  -  SECOND    CLASS I
 AS0425
 AS0425.The horizontal coordinates were scaled from a topographic map and have
 AS0425.an estimated accuracy of +/- 6 seconds.
 AS0425
 AS0425.The orthometric height was determined by differential leveling
 AS0425.and adjusted by the National Geodetic Survey in June 1991..
 AS0425.WARNING-Repeat measurements at this control monument indicate possible
 AS0425.vertical movement.
 AS0425
 AS0425.This Tidal Bench Mark is designated as VM 9853
 AS0425.by the Center for Operational Oceanographic Products and Services.
 AS0425
 AS0425.The geoid height was determined by GEOID03.
 AS0425
 AS0425.The dynamic height is computed by dividing the NAVD 88
 AS0425.geopotential number by the normal gravity value computed on the
 AS0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0425.degrees latitude (g = 980.6199 gals.).
 AS0425
 AS0425.The modeled gravity was interpolated from observed gravity values.
 AS0425
 AS0425;                    North         East    Units  Estimated Accuracy
 AS0425;SPC FL N     -    72,460.      561,760.      MT  (+/- 180 meters Scaled)
 AS0425
 AS0425                          SUPERSEDED SURVEY CONTROL
 AS0425
 AS0425.No superseded survey control is available for this station.
 AS0425
 AS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT037821(NAD 83)
 AS0425_MARKER: DJ = TIDAL STATION DISK
 AS0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0425_SP_SET: CONCRETE POST
 AS0425_STAMPING: NO 1 1973
 AS0425_MARK LOGO: NOS   
 AS0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0425+STABILITY: SURFACE MOTION
 AS0425
 AS0425  HISTORY     - Date     Condition        Report By
 AS0425  HISTORY     - 1973     MONUMENTED       NOS
 AS0425  HISTORY     - 1977     GOOD             NGS
 AS0425  HISTORY     - 1986     GOOD             FLDNR
 AS0425  HISTORY     - 19971215 GOOD             USPSQD
 AS0425
 AS0425                          STATION DESCRIPTION
 AS0425
 AS0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0425'2.2 MI WEST FROM ST GEORGE ISLAND.
 AS0425'2.0 MILES WEST ALONG PINE AVENUE FROM THE JUNCTION OF FRANKLIN
 AS0425'BOULEVARD ON ST. GEORGE ISLAND, THENCE 0.2 MILE NORTH ALONG WEST
 AS0425'SAWYER STREET, 86 FEET WEST OF THE CENTER LINE OF THE STREET, 115
 AS0425'FEET SOUTH OF 2 BAYSIDE, 25 FEET SOUTH OF THE SOUTHEAST CORNER OF
 AS0425'A PORCH CONNECTED TO A YELLOW HOUSE TRAILER, AND 2 FEET SOUTH OF A
 AS0425'POWER LINE POLE WITH A STREET LAMP, METER BOX, AND GUY WIRE.
 AS0425
 AS0425                          STATION RECOVERY (1986)
 AS0425
 AS0425'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0425'RECOVERED IN GOOD CONDITION.
 AS0425
 AS0425                          STATION RECOVERY (1997)
 AS0425
 AS0425'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0426 ***********************************************************************
 AS0426  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0426  DESIGNATION -  872 8626 TIDAL 2
 AS0426  PID         -  AS0426
 AS0426  STATE/COUNTY-  FL/FRANKLIN
 AS0426  USGS QUAD   -  APALACHICOLA (1982)
 AS0426
 AS0426                         *CURRENT SURVEY CONTROL
 AS0426  ___________________________________________________________________
 AS0426* NAD 83(1986)-  29 39 13.     (N)    084 53 41.     (W)     SCALED    
 AS0426* NAVD 88     -         1.183  (meters)       3.88   (feet)  ADJUSTED  
 AS0426  ___________________________________________________________________
 AS0426  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0426  DYNAMIC HT  -           1.182 (meters)       3.88  (feet)  COMP
 AS0426  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AS0426
 AS0426  VERT ORDER  -  SECOND    CLASS I
 AS0426
 AS0426.The horizontal coordinates were scaled from a topographic map and have
 AS0426.an estimated accuracy of +/- 6 seconds.
 AS0426
 AS0426.The orthometric height was determined by differential leveling
 AS0426.and adjusted by the National Geodetic Survey in June 1991..
 AS0426.WARNING-Repeat measurements at this control monument indicate possible
 AS0426.vertical movement.
 AS0426
 AS0426.This Tidal Bench Mark is designated as VM 9854
 AS0426.by the Center for Operational Oceanographic Products and Services.
 AS0426
 AS0426.The geoid height was determined by GEOID03.
 AS0426
 AS0426.The dynamic height is computed by dividing the NAVD 88
 AS0426.geopotential number by the normal gravity value computed on the
 AS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0426.degrees latitude (g = 980.6199 gals.).
 AS0426
 AS0426.The modeled gravity was interpolated from observed gravity values.
 AS0426
 AS0426;                    North         East    Units  Estimated Accuracy
 AS0426;SPC FL N     -    72,520.      561,780.      MT  (+/- 180 meters Scaled)
 AS0426
 AS0426                          SUPERSEDED SURVEY CONTROL
 AS0426
 AS0426.No superseded survey control is available for this station.
 AS0426
 AS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT037822(NAD 83)
 AS0426_MARKER: DJ = TIDAL STATION DISK
 AS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0426_SP_SET: CONCRETE POST
 AS0426_STAMPING: NO 2 1973
 AS0426_MARK LOGO: NOS   
 AS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0426+STABILITY: SURFACE MOTION
 AS0426
 AS0426  HISTORY     - Date     Condition        Report By
 AS0426  HISTORY     - 1973     MONUMENTED       NOS
 AS0426  HISTORY     - 1977     GOOD             NGS
 AS0426  HISTORY     - 1986     GOOD             FLDNR
 AS0426  HISTORY     - 19971203 GOOD             USPSQD
 AS0426
 AS0426                          STATION DESCRIPTION
 AS0426
 AS0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0426'2.2 MI WEST FROM ST GEORGE ISLAND.
 AS0426'2.0 MILES WEST ALONG PINE AVENUE FROM THE JUNCTION OF FRANKLIN
 AS0426'BOULEVARD ON ST . GEORGE ISLAND, THENCE 0.2 MILE NORTH ALONG WEST
 AS0426'SAWYER STREET, 115 FEET NORTH OF 1 BAYSIDE, 25 FEET WEST OF THE
 AS0426'CENTER LINE OF THE STREET, AND 2 FEET WEST OF POWER LINE POLE
 AS0426'NUMBER 56X-3457R.
 AS0426
 AS0426                          STATION RECOVERY (1986)
 AS0426
 AS0426'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0426'RECOVERED IN GOOD CONDITION.
 AS0426
 AS0426                          STATION RECOVERY (1997)
 AS0426
 AS0426'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0424 ***********************************************************************
 AS0424  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0424  DESIGNATION -  872 8626 TIDAL 3
 AS0424  PID         -  AS0424
 AS0424  STATE/COUNTY-  FL/FRANKLIN
 AS0424  USGS QUAD   -  APALACHICOLA (1982)
 AS0424
 AS0424                         *CURRENT SURVEY CONTROL
 AS0424  ___________________________________________________________________
 AS0424* NAD 83(1986)-  29 39 10.     (N)    084 53 40.     (W)     SCALED    
 AS0424* NAVD 88     -         1.372  (meters)       4.50   (feet)  ADJUSTED  
 AS0424  ___________________________________________________________________
 AS0424  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0424  DYNAMIC HT  -           1.370 (meters)       4.49  (feet)  COMP
 AS0424  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 AS0424
 AS0424  VERT ORDER  -  SECOND    CLASS I
 AS0424
 AS0424.The horizontal coordinates were scaled from a topographic map and have
 AS0424.an estimated accuracy of +/- 6 seconds.
 AS0424
 AS0424.The orthometric height was determined by differential leveling
 AS0424.and adjusted by the National Geodetic Survey in June 1991..
 AS0424.WARNING-Repeat measurements at this control monument indicate possible
 AS0424.vertical movement.
 AS0424
 AS0424.This Tidal Bench Mark is designated as VM 9855
 AS0424.by the Center for Operational Oceanographic Products and Services.
 AS0424
 AS0424.The geoid height was determined by GEOID03.
 AS0424
 AS0424.The dynamic height is computed by dividing the NAVD 88
 AS0424.geopotential number by the normal gravity value computed on the
 AS0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0424.degrees latitude (g = 980.6199 gals.).
 AS0424
 AS0424.The modeled gravity was interpolated from observed gravity values.
 AS0424
 AS0424;                    North         East    Units  Estimated Accuracy
 AS0424;SPC FL N     -    72,430.      561,810.      MT  (+/- 180 meters Scaled)
 AS0424
 AS0424                          SUPERSEDED SURVEY CONTROL
 AS0424
 AS0424.No superseded survey control is available for this station.
 AS0424
 AS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT038821(NAD 83)
 AS0424_MARKER: DJ = TIDAL STATION DISK
 AS0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0424_SP_SET: CONCRETE POST
 AS0424_STAMPING: NO 3 1973
 AS0424_MARK LOGO: NOS   
 AS0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0424+STABILITY: SURFACE MOTION
 AS0424
 AS0424  HISTORY     - Date     Condition        Report By
 AS0424  HISTORY     - 1973     MONUMENTED       NOS
 AS0424  HISTORY     - 1977     GOOD             NGS
 AS0424  HISTORY     - 1986     GOOD             FLDNR
 AS0424  HISTORY     - 19971203 GOOD             USPSQD
 AS0424
 AS0424                          STATION DESCRIPTION
 AS0424
 AS0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0424'2.2 MI WEST FROM ST GEORGE ISLAND.
 AS0424'2.0 MILES WEST ALONG PINE AVENUE FROM THE JUNCTION OF FRANKLIN
 AS0424'BOULEVARD ON ST. GEORGE ISLAND, THENCE 0.2 MILE NORTH ALONG WEST
 AS0424'SAWYER STREET, 24 FEET WEST OF THE CENTER LINE OF THE STREET, AND 3
 AS0424'FEET WEST OF POWER POLE NUMBER 56X-3456R.
 AS0424
 AS0424                          STATION RECOVERY (1986)
 AS0424
 AS0424'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0424'RECOVERED IN GOOD CONDITION.
 AS0424
 AS0424                          STATION RECOVERY (1997)
 AS0424
 AS0424'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0423 ***********************************************************************
 AS0423  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0423  DESIGNATION -  872 8626 TIDAL 4
 AS0423  PID         -  AS0423
 AS0423  STATE/COUNTY-  FL/FRANKLIN
 AS0423  USGS QUAD   -  APALACHICOLA (1982)
 AS0423
 AS0423                         *CURRENT SURVEY CONTROL
 AS0423  ___________________________________________________________________
 AS0423* NAD 83(1986)-  29 39 06.     (N)    084 53 38.     (W)     SCALED    
 AS0423* NAVD 88     -         0.990  (meters)       3.25   (feet)  ADJUSTED  
 AS0423  ___________________________________________________________________
 AS0423  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0423  DYNAMIC HT  -           0.989 (meters)       3.24  (feet)  COMP
 AS0423  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 AS0423
 AS0423  VERT ORDER  -  SECOND    CLASS I
 AS0423
 AS0423.The horizontal coordinates were scaled from a topographic map and have
 AS0423.an estimated accuracy of +/- 6 seconds.
 AS0423
 AS0423.The orthometric height was determined by differential leveling
 AS0423.and adjusted by the National Geodetic Survey in June 1991..
 AS0423.WARNING-Repeat measurements at this control monument indicate possible
 AS0423.vertical movement.
 AS0423
 AS0423.This Tidal Bench Mark is designated as VM 9856
 AS0423.by the Center for Operational Oceanographic Products and Services.
 AS0423
 AS0423.The geoid height was determined by GEOID03.
 AS0423
 AS0423.The dynamic height is computed by dividing the NAVD 88
 AS0423.geopotential number by the normal gravity value computed on the
 AS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0423.degrees latitude (g = 980.6199 gals.).
 AS0423
 AS0423.The modeled gravity was interpolated from observed gravity values.
 AS0423
 AS0423;                    North         East    Units  Estimated Accuracy
 AS0423;SPC FL N     -    72,300.      561,860.      MT  (+/- 180 meters Scaled)
 AS0423
 AS0423                          SUPERSEDED SURVEY CONTROL
 AS0423
 AS0423.No superseded survey control is available for this station.
 AS0423
 AS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT038820(NAD 83)
 AS0423_MARKER: DJ = TIDAL STATION DISK
 AS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0423_SP_SET: CONCRETE POST
 AS0423_STAMPING: NO 4 1973
 AS0423_MARK LOGO: NOS   
 AS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0423+STABILITY: SURFACE MOTION
 AS0423
 AS0423  HISTORY     - Date     Condition        Report By
 AS0423  HISTORY     - 1973     MONUMENTED       NOS
 AS0423  HISTORY     - 1977     GOOD             NGS
 AS0423  HISTORY     - 1986     GOOD             FLDNR
 AS0423  HISTORY     - 19971203 GOOD             USPSQD
 AS0423
 AS0423                          STATION DESCRIPTION
 AS0423
 AS0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0423'2.1 MI WEST FROM ST GEORGE ISLAND.
 AS0423'2.0 MILES WEST ALONG PINE AVENUE FROM THE JUNCTION OF FRANKLIN
 AS0423'BOULEVARD ON ST. GEORGE ISLAND, THENCE 0.1 MILE NORTH ALONG WEST
 AS0423'SAWYER STREET, 29 FEET WEST OF THE CENTER LINE OF THE STREET, AND 2
 AS0423'FEET WEST OF POWER LINE POLE NUMBER 56 X-3455R.
 AS0423
 AS0423                          STATION RECOVERY (1986)
 AS0423
 AS0423'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0423'RECOVERED IN GOOD CONDITION.
 AS0423
 AS0423                          STATION RECOVERY (1997)
 AS0423
 AS0423'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0422 ***********************************************************************
 AS0422  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0422  DESIGNATION -  872 8626 TIDAL 5
 AS0422  PID         -  AS0422
 AS0422  STATE/COUNTY-  FL/FRANKLIN
 AS0422  USGS QUAD   -  APALACHICOLA (1982)
 AS0422
 AS0422                         *CURRENT SURVEY CONTROL
 AS0422  ___________________________________________________________________
 AS0422* NAD 83(1986)-  29 39 03.     (N)    084 53 37.     (W)     SCALED    
 AS0422* NAVD 88     -         1.649  (meters)       5.41   (feet)  ADJUSTED  
 AS0422  ___________________________________________________________________
 AS0422  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0422  DYNAMIC HT  -           1.646 (meters)       5.40  (feet)  COMP
 AS0422  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 AS0422
 AS0422  VERT ORDER  -  SECOND    CLASS I
 AS0422
 AS0422.The horizontal coordinates were scaled from a topographic map and have
 AS0422.an estimated accuracy of +/- 6 seconds.
 AS0422
 AS0422.The orthometric height was determined by differential leveling
 AS0422.and adjusted by the National Geodetic Survey in June 1991..
 AS0422
 AS0422.This Tidal Bench Mark is designated as VM 9857
 AS0422.by the Center for Operational Oceanographic Products and Services.
 AS0422
 AS0422.The geoid height was determined by GEOID03.
 AS0422
 AS0422.The dynamic height is computed by dividing the NAVD 88
 AS0422.geopotential number by the normal gravity value computed on the
 AS0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0422.degrees latitude (g = 980.6199 gals.).
 AS0422
 AS0422.The modeled gravity was interpolated from observed gravity values.
 AS0422
 AS0422;                    North         East    Units  Estimated Accuracy
 AS0422;SPC FL N     -    72,210.      561,890.      MT  (+/- 180 meters Scaled)
 AS0422
 AS0422                          SUPERSEDED SURVEY CONTROL
 AS0422
 AS0422.No superseded survey control is available for this station.
 AS0422
 AS0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT038819(NAD 83)
 AS0422_MARKER: DJ = TIDAL STATION DISK
 AS0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0422_SP_SET: CONCRETE POST
 AS0422_STAMPING: NO 5 1973
 AS0422_MARK LOGO: NOS   
 AS0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0422+STABILITY: SURFACE MOTION
 AS0422
 AS0422  HISTORY     - Date     Condition        Report By
 AS0422  HISTORY     - 1973     MONUMENTED       NOS
 AS0422  HISTORY     - 1977     GOOD             NGS
 AS0422  HISTORY     - 1986     GOOD             FLDNR
 AS0422  HISTORY     - 1989     GOOD             USPSQD
 AS0422  HISTORY     - 19971203 GOOD             USPSQD
 AS0422
 AS0422                          STATION DESCRIPTION
 AS0422
 AS0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0422'2.0 MI WEST FROM ST GEORGE ISLAND.
 AS0422'2.0 MILES WEST ALONG PINE AVENUE FROM THE JUNCTION OF FRANKLIN
 AS0422'BOULEVARD ON ST. GEORGE ISLAND, 24 FEET WEST OF THE CENTER LINE OF
 AS0422'WEST SAWYER STREET, 23 FEET NORTH OF THE CENTER LINE OF PINE AVENUE,
 AS0422'AND 3 FEET NORTHWEST OF A JUNCTION POWER LINE POLE WITH A GUY WIRE.
 AS0422
 AS0422                          STATION RECOVERY (1986)
 AS0422
 AS0422'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0422'RECOVERED IN GOOD CONDITION.
 AS0422
 AS0422                          STATION RECOVERY (1989)
 AS0422
 AS0422'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0422'RECOVERED IN GOOD CONDITION.
 AS0422
 AS0422                          STATION RECOVERY (1997)
 AS0422
 AS0422'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0555 ***********************************************************************
 AS0555  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0555  DESIGNATION -  872 8669 G TIDAL
 AS0555  PID         -  AS0555
 AS0555  STATE/COUNTY-  FL/FRANKLIN
 AS0555  USGS QUAD   -  NEW INLET (1981)
 AS0555
 AS0555                         *CURRENT SURVEY CONTROL
 AS0555  ___________________________________________________________________
 AS0555* NAD 83(1986)-  29 36 49.     (N)    084 57 39.     (W)     SCALED    
 AS0555* NAVD 88     -         4.352  (meters)      14.28   (feet)  ADJUSTED  
 AS0555  ___________________________________________________________________
 AS0555  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0555  DYNAMIC HT  -           4.346 (meters)      14.26  (feet)  COMP
 AS0555  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AS0555
 AS0555  VERT ORDER  -  SECOND    CLASS I
 AS0555
 AS0555.The horizontal coordinates were scaled from a topographic map and have
 AS0555.an estimated accuracy of +/- 6 seconds.
 AS0555
 AS0555.The orthometric height was determined by differential leveling
 AS0555.and adjusted by the National Geodetic Survey in June 1991..
 AS0555
 AS0555.This Tidal Bench Mark is designated as VM 9860
 AS0555.by the Center for Operational Oceanographic Products and Services.
 AS0555
 AS0555.The geoid height was determined by GEOID03.
 AS0555
 AS0555.The dynamic height is computed by dividing the NAVD 88
 AS0555.geopotential number by the normal gravity value computed on the
 AS0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0555.degrees latitude (g = 980.6199 gals.).
 AS0555
 AS0555.The modeled gravity was interpolated from observed gravity values.
 AS0555
 AS0555;                    North         East    Units  Estimated Accuracy
 AS0555;SPC FL N     -    68,110.      555,370.      MT  (+/- 180 meters Scaled)
 AS0555
 AS0555                          SUPERSEDED SURVEY CONTROL
 AS0555
 AS0555.No superseded survey control is available for this station.
 AS0555
 AS0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT974777(NAD 83)
 AS0555_MARKER: DJ = TIDAL STATION DISK
 AS0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0555_SP_SET: STAINLESS STEEL ROD
 AS0555_STAMPING: 8669 G 1983
 AS0555_MARK LOGO: NOS   
 AS0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0555
 AS0555  HISTORY     - Date     Condition        Report By
 AS0555  HISTORY     - 1983     MONUMENTED       USGS
 AS0555  HISTORY     - 1987     GOOD             FLDNR
 AS0555  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0555
 AS0555                          STATION DESCRIPTION
 AS0555
 AS0555'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0555'8.0 MI SOUTH FROM APALACHICOLA.
 AS0555'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES
 AS0555'NORTHEAST ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY
 AS0555'OF THE MARK.  THE MARK BEARS 43 FEET WEST OF THE TOP EAST EDGE OF THE
 AS0555'SAND DUNE (JUST WEST OF THE INLET), AND 196.2 FEET SOUTH-SOUTHEAST OF
 AS0555'8669 H 1983.  THE MARK IS LOCATED JUST NORTHEAST OF THE HIGHEST POINT
 AS0555'IN THE AREA.  A STAINLESS STEEL ROD PROJECTING 1 INCH.
 AS0555'THE MARK IS 2.0 FT  ENE FROM A WITNESS POST.
 AS0555'THE MARK IS 0.3 FT BELOW GROUND.
 AS0555
 AS0555                          STATION RECOVERY (1998)
 AS0555
 AS0555'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0554 ***********************************************************************
 AS0554  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0554  DESIGNATION -  872 8669 H TIDAL
 AS0554  PID         -  AS0554
 AS0554  STATE/COUNTY-  FL/FRANKLIN
 AS0554  USGS QUAD   -  NEW INLET (1981)
 AS0554
 AS0554                         *CURRENT SURVEY CONTROL
 AS0554  ___________________________________________________________________
 AS0554* NAD 83(1986)-  29 36 51.     (N)    084 57 40.     (W)     SCALED    
 AS0554* NAVD 88     -         4.249  (meters)      13.94   (feet)  ADJUSTED  
 AS0554  ___________________________________________________________________
 AS0554  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0554  DYNAMIC HT  -           4.243 (meters)      13.92  (feet)  COMP
 AS0554  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AS0554
 AS0554  VERT ORDER  -  SECOND    CLASS I
 AS0554
 AS0554.The horizontal coordinates were scaled from a topographic map and have
 AS0554.an estimated accuracy of +/- 6 seconds.
 AS0554
 AS0554.The orthometric height was determined by differential leveling
 AS0554.and adjusted by the National Geodetic Survey in June 1991..
 AS0554
 AS0554.This Tidal Bench Mark is designated as VM 9861
 AS0554.by the Center for Operational Oceanographic Products and Services.
 AS0554
 AS0554.The geoid height was determined by GEOID03.
 AS0554
 AS0554.The dynamic height is computed by dividing the NAVD 88
 AS0554.geopotential number by the normal gravity value computed on the
 AS0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0554.degrees latitude (g = 980.6199 gals.).
 AS0554
 AS0554.The modeled gravity was interpolated from observed gravity values.
 AS0554
 AS0554;                    North         East    Units  Estimated Accuracy
 AS0554;SPC FL N     -    68,170.      555,340.      MT  (+/- 180 meters Scaled)
 AS0554
 AS0554                          SUPERSEDED SURVEY CONTROL
 AS0554
 AS0554.No superseded survey control is available for this station.
 AS0554
 AS0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT974777(NAD 83)
 AS0554_MARKER: DJ = TIDAL STATION DISK
 AS0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0554_SP_SET: STAINLESS STEEL ROD
 AS0554_STAMPING: 8669 H 1983
 AS0554_MARK LOGO: NOS   
 AS0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0554
 AS0554  HISTORY     - Date     Condition        Report By
 AS0554  HISTORY     - 1983     MONUMENTED       USGS
 AS0554  HISTORY     - 1987     GOOD             FLDNR
 AS0554  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0554
 AS0554                          STATION DESCRIPTION
 AS0554
 AS0554'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0554'8.0 MI SOUTH FROM APALACHICOLA.
 AS0554'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES
 AS0554'NORTHEAST ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY
 AS0554'OF THE MARK.  THE MARK BEARS 31 FEET WEST OF THE TOP EAST EDGE OF THE
 AS0554'SAND DUNE (JUST WEST OF THE INLET), 158 FEET EAST-NORTHEAST OF A PALM
 AS0554'TREE, ABOUT 495 FEET NORTH OF 49 80 A17, AND 196.2 FEET NORTH-
 AS0554'NORTHWEST OF 8669 G 1983.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AS0554'FLUSH WHITH THE GROUND.
 AS0554'THE MARK IS 1.4 FT  ENE FROM A WITNESS POST.
 AS0554'THE MARK IS 0.3 FT BELOW GROUND.
 AS0554
 AS0554                          STATION RECOVERY (1998)
 AS0554
 AS0554'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0410 ***********************************************************************
 AS0410  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0410  DESIGNATION -  872 8669 TIDAL AA 2
 AS0410  PID         -  AS0410
 AS0410  STATE/COUNTY-  FL/FRANKLIN
 AS0410  USGS QUAD   -  NEW INLET (1981)
 AS0410
 AS0410                         *CURRENT SURVEY CONTROL
 AS0410  ___________________________________________________________________
 AS0410* NAD 83(1986)-  29 36 45.     (N)    084 57 45.     (W)     SCALED    
 AS0410* NAVD 88     -         1.373  (meters)       4.50   (feet)  ADJUSTED  
 AS0410  ___________________________________________________________________
 AS0410  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0410  DYNAMIC HT  -           1.371 (meters)       4.50  (feet)  COMP
 AS0410  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 AS0410
 AS0410  VERT ORDER  -  SECOND    CLASS I
 AS0410
 AS0410.The horizontal coordinates were scaled from a topographic map and have
 AS0410.an estimated accuracy of +/- 6 seconds.
 AS0410
 AS0410.The orthometric height was determined by differential leveling
 AS0410.and adjusted by the National Geodetic Survey in June 1991..
 AS0410
 AS0410.This Tidal Bench Mark is designated as VM 9858
 AS0410.by the Center for Operational Oceanographic Products and Services.
 AS0410
 AS0410.The geoid height was determined by GEOID03.
 AS0410
 AS0410.The dynamic height is computed by dividing the NAVD 88
 AS0410.geopotential number by the normal gravity value computed on the
 AS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0410.degrees latitude (g = 980.6199 gals.).
 AS0410
 AS0410.The modeled gravity was interpolated from observed gravity values.
 AS0410
 AS0410;                    North         East    Units  Estimated Accuracy
 AS0410;SPC FL N     -    67,990.      555,200.      MT  (+/- 180 meters Scaled)
 AS0410
 AS0410                          SUPERSEDED SURVEY CONTROL
 AS0410
 AS0410.No superseded survey control is available for this station.
 AS0410
 AS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT972775(NAD 83)
 AS0410_MARKER: DJ = TIDAL STATION DISK
 AS0410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0410_SP_SET: COPPER-CLAD STEEL ROD
 AS0410_STAMPING: 290844 AA 2 1975
 AS0410_MARK LOGO: FLDNR 
 AS0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0410
 AS0410  HISTORY     - Date     Condition        Report By
 AS0410  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0410  HISTORY     - 1977     GOOD             NGS
 AS0410  HISTORY     - 1987     GOOD             FLDNR
 AS0410  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0410
 AS0410                          STATION DESCRIPTION
 AS0410
 AS0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0410'5.9 MI NE FROM LITTLE ST GEORGE ISLAND.
 AS0410'5.8 MILES NORTHEAST ALONG THE GULF BEACH FROM THE LIGHTHOUSE ON LITTLE
 AS0410'ST. GEORGE ISLAND, ALSO 0.1 MILE SOUTHWEST ALONG THE GULF BEACH
 AS0410'FROM THE WESTERN BULWARK AT SIKES CUT, THENCE 0.1 MILE NORTH ACROSS
 AS0410'COUNTRY IN THE CENTER OF A PALM TREE GROVE.
 AS0410
 AS0410                          STATION RECOVERY (1987)
 AS0410
 AS0410'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AS0410'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  BEGIN AT THE
 AS0410'LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES NORTHEAST
 AS0410'ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY OF THE
 AS0410'MARK.  THE MARK IS LOCATED IN A GROVE OF PALM TREES.  THE MARK BEARS
 AS0410'0.15 MILE SOUTHEAST OF A PALM TREE, 28.0 FEET WEST OF A PALM TREE,
 AS0410'8.6 E FEET WEST-NORTHWEST OF THE SOUTHEASTERN MOST PALM TREE, 94.9
 AS0410'FEET SOUTH OF 84 00 1000 R 1955, AND ABOUT 400 FEET WEST-NORTHWEST OF
 AS0410'49 80 A17.  A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL RECESSED 3
 AS0410'INCHES.
 AS0410'THE MARK IS 1.1 FT  SE FROM A WITNESS POST.
 AS0410'THE MARK IS 0.5 FT BELOW GROUND.
 AS0410
 AS0410                          STATION RECOVERY (1998)
 AS0410
 AS0410'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0240 ***********************************************************************
 AS0240  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0240  DESIGNATION -  872 8690 TIDAL 1
 AS0240  PID         -  AS0240
 AS0240  STATE/COUNTY-  FL/FRANKLIN
 AS0240  USGS QUAD   -  APALACHICOLA (1982)
 AS0240
 AS0240                         *CURRENT SURVEY CONTROL
 AS0240  ___________________________________________________________________
 AS0240* NAD 83(1986)-  29 43 30.     (N)    084 59 09.     (W)     SCALED    
 AS0240* NAVD 88     -         4.131  (meters)      13.55   (feet)  ADJUSTED  
 AS0240  ___________________________________________________________________
 AS0240  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0240  DYNAMIC HT  -           4.126 (meters)      13.54  (feet)  COMP
 AS0240  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 AS0240
 AS0240  VERT ORDER  -  FIRST     CLASS I
 AS0240
 AS0240.The horizontal coordinates were scaled from a topographic map and have
 AS0240.an estimated accuracy of +/- 6 seconds.
 AS0240
 AS0240.The orthometric height was determined by differential leveling
 AS0240.and adjusted by the National Geodetic Survey in June 1991..
 AS0240.WARNING-Repeat measurements at this control monument indicate possible
 AS0240.vertical movement.
 AS0240
 AS0240.This Tidal Bench Mark is designated as VM 767
 AS0240.by the Center for Operational Oceanographic Products and Services.
 AS0240
 AS0240.The geoid height was determined by GEOID03.
 AS0240
 AS0240.The dynamic height is computed by dividing the NAVD 88
 AS0240.geopotential number by the normal gravity value computed on the
 AS0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0240.degrees latitude (g = 980.6199 gals.).
 AS0240
 AS0240.The modeled gravity was interpolated from observed gravity values.
 AS0240
 AS0240;                    North         East    Units  Estimated Accuracy
 AS0240;SPC FL N     -    80,470.      553,000.      MT  (+/- 180 meters Scaled)
 AS0240
 AS0240                          SUPERSEDED SURVEY CONTROL
 AS0240
 AS0240  NGVD 29 (??/??/92)    4.305  (m)           14.12   (f) ADJ UNCH    1 1
 AS0240
 AS0240.Superseded values are not recommended for survey control.
 AS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0240.See file dsdata.txt to determine how the superseded data were derived.
 AS0240
 AS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT948900(NAD 83)
 AS0240_MARKER: DJ = TIDAL STATION DISK
 AS0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0240_SP_SET: STEP
 AS0240_STAMPING: 14.124 NO 1 1933
 AS0240_MARK LOGO: CGS   
 AS0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0240
 AS0240  HISTORY     - Date     Condition        Report By
 AS0240  HISTORY     - 1933     MONUMENTED       CGS
 AS0240  HISTORY     - 1955     GOOD             NGS
 AS0240  HISTORY     - 1975     GOOD             NGS
 AS0240  HISTORY     - 1989     GOOD             USPSQD
 AS0240  HISTORY     - 1989     GOOD             USPSQD
 AS0240
 AS0240                          STATION DESCRIPTION
 AS0240
 AS0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AS0240'AT APALACHICOLA.
 AS0240'AT APALACHICOLA, IN SOUTH ANGLE OF INTERSECTION OF COMMERCE
 AS0240'STREET AND AVENUE D, IN TOP OF THE CONCRETE RAILING OF
 AS0240'NORTHEAST SIDE OF STEPS OF NORTHWEST ENTRANCE TO THE U.S. POST
 AS0240'OFFICE, 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 AS0240
 AS0240                          STATION RECOVERY (1975)
 AS0240
 AS0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0240'RECOVERED IN GOOD CONDITION.
 AS0240
 AS0240                          STATION RECOVERY (1989)
 AS0240
 AS0240'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0240'RECOVERED IN GOOD CONDITION.
 AS0240
 AS0240                          STATION RECOVERY (1989)
 AS0240
 AS0240'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0904 ***********************************************************************
 AS0904  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0904  DESIGNATION -  872 8711 A TIDAL
 AS0904  PID         -  AS0904
 AS0904  STATE/COUNTY-  FL/FRANKLIN
 AS0904  USGS QUAD   -  JACKSON RIVER (1992)
 AS0904
 AS0904                         *CURRENT SURVEY CONTROL
 AS0904  ___________________________________________________________________
 AS0904* NAD 83(1986)-  29 45 55.     (N)    085 02 00.     (W)     SCALED    
 AS0904* NAVD 88     -         1.025  (meters)       3.36   (feet)  ADJUSTED  
 AS0904  ___________________________________________________________________
 AS0904  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AS0904  DYNAMIC HT  -           1.024 (meters)       3.36  (feet)  COMP
 AS0904  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 AS0904
 AS0904  VERT ORDER  -  SECOND    CLASS I
 AS0904
 AS0904.The horizontal coordinates were scaled from a topographic map and have
 AS0904.an estimated accuracy of +/- 6 seconds.
 AS0904
 AS0904.The orthometric height was determined by differential leveling
 AS0904.and adjusted by the National Geodetic Survey in September 1996..
 AS0904
 AS0904.This Tidal Bench Mark is designated as VM 9869
 AS0904.by the Center for Operational Oceanographic Products and Services.
 AS0904
 AS0904.The geoid height was determined by GEOID03.
 AS0904
 AS0904.The dynamic height is computed by dividing the NAVD 88
 AS0904.geopotential number by the normal gravity value computed on the
 AS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0904.degrees latitude (g = 980.6199 gals.).
 AS0904
 AS0904.The modeled gravity was interpolated from observed gravity values.
 AS0904
 AS0904;                    North         East    Units  Estimated Accuracy
 AS0904;SPC FL N     -    84,950.      548,420.      MT  (+/- 180 meters Scaled)
 AS0904
 AS0904                          SUPERSEDED SURVEY CONTROL
 AS0904
 AS0904.No superseded survey control is available for this station.
 AS0904
 AS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT901943(NAD 83)
 AS0904_MARKER: DJ = TIDAL STATION DISK
 AS0904_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AS0904_SP_SET: BRIDGE PIER FOUNDATION
 AS0904_STAMPING: 8711 A 1978
 AS0904_MARK LOGO: FLDNR 
 AS0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0904
 AS0904  HISTORY     - Date     Condition        Report By
 AS0904  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0904  HISTORY     - 1986     GOOD             FLDNR
 AS0904
 AS0904                          STATION DESCRIPTION
 AS0904
 AS0904'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0904'4.1 MI NW FROM APALACHICOLA.
 AS0904'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL, GO 3.7 MILES
 AS0904'NORTHWEST ON COUNTY ROAD C-384 TO THE SECOND CROSSING OF THE
 AS0904'APALACHICOLA NORTHERN RAILROAD, GO 0.4 MILE NORTH ON THE RAILROAD TO
 AS0904'THE BRIDGE OVER THE APALACHICOLA RIVER AND THE MARK.  THE MARK IS SET
 AS0904'IN THE CONCRETE FOUNDATION FOR THE WEST PIER AT THE SOUTH END OF THE
 AS0904'BRIDGE, 26.2 FEET WEST OF THE SOUTH END OF THE BRIDGE, 7.2 FEET SOUTH
 AS0904'OF THE NORTH EDGE OF THE FOUNDATION, AND 3.7 FEET NORTHEAST OF THE
 AS0904'SOUTHWEST CORNER OF THE FOUNDATION.
 AS0904'THE MARK IS 15 FT BELOW TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0903 ***********************************************************************
 AS0903  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0903  DESIGNATION -  872 8711 B TIDAL
 AS0903  PID         -  AS0903
 AS0903  STATE/COUNTY-  FL/FRANKLIN
 AS0903  USGS QUAD   -  JACKSON RIVER (1992)
 AS0903
 AS0903                         *CURRENT SURVEY CONTROL
 AS0903  ___________________________________________________________________
 AS0903* NAD 83(1986)-  29 45 44.     (N)    085 02 03.     (W)     SCALED    
 AS0903* NAVD 88     -         1.421  (meters)       4.66   (feet)  ADJUSTED  
 AS0903  ___________________________________________________________________
 AS0903  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0903  DYNAMIC HT  -           1.419 (meters)       4.66  (feet)  COMP
 AS0903  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 AS0903
 AS0903  VERT ORDER  -  SECOND    CLASS I
 AS0903
 AS0903.The horizontal coordinates were scaled from a topographic map and have
 AS0903.an estimated accuracy of +/- 6 seconds.
 AS0903
 AS0903.The orthometric height was determined by differential leveling
 AS0903.and adjusted by the National Geodetic Survey in September 1996..
 AS0903
 AS0903.This Tidal Bench Mark is designated as VM 9870
 AS0903.by the Center for Operational Oceanographic Products and Services.
 AS0903
 AS0903.The geoid height was determined by GEOID03.
 AS0903
 AS0903.The dynamic height is computed by dividing the NAVD 88
 AS0903.geopotential number by the normal gravity value computed on the
 AS0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0903.degrees latitude (g = 980.6199 gals.).
 AS0903
 AS0903.The modeled gravity was interpolated from observed gravity values.
 AS0903
 AS0903;                    North         East    Units  Estimated Accuracy
 AS0903;SPC FL N     -    84,610.      548,340.      MT  (+/- 180 meters Scaled)
 AS0903
 AS0903                          SUPERSEDED SURVEY CONTROL
 AS0903
 AS0903.No superseded survey control is available for this station.
 AS0903
 AS0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT900940(NAD 83)
 AS0903_MARKER: DJ = TIDAL STATION DISK
 AS0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0903_SP_SET: CONCRETE POST
 AS0903_STAMPING: 8711 B 1978
 AS0903_MARK LOGO: FLDNR 
 AS0903_PROJECTION: RECESSED 5 CENTIMETERS
 AS0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0903+STABILITY: SURFACE MOTION
 AS0903
 AS0903  HISTORY     - Date     Condition        Report By
 AS0903  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0903  HISTORY     - 1986     GOOD             FLDNR
 AS0903
 AS0903                          STATION DESCRIPTION
 AS0903
 AS0903'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0903'3.95 MI NW FROM APALACHICOLA.
 AS0903'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL, GO 3.85 MILES
 AS0903'NORTHWEST ON COUNTY ROAD C-384 TO THE JUNCTION OF KRISTA ROAD, GO 0.1
 AS0903'MILE ON KRISTA ROAD TO THE ROLAND WILSON RESIDENCE AND THE MARK.  THE
 AS0903'MARK BEARS 100 FEET EAST OF THE CENTERLINE OF THE ROAD, 70 FEET SOUTH
 AS0903'OF THE SOUTHEAST CORNER OF THE WILSON HOME, 46.5 FEET WEST OF THE
 AS0903'WEST RAIL OF THE RAILROAD, 8.5 FEET NORTH-NORTHWEST OF A FENCE CORNER
 AS0903'OF A YARD WITH A SMALL HOUSE AND TRAILER, AND 1 FOOT WEST OF A
 AS0903'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0902 ***********************************************************************
 AS0902  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0902  DESIGNATION -  872 8711 C TIDAL
 AS0902  PID         -  AS0902
 AS0902  STATE/COUNTY-  FL/FRANKLIN
 AS0902  USGS QUAD   -  JACKSON RIVER (1992)
 AS0902
 AS0902                         *CURRENT SURVEY CONTROL
 AS0902  ___________________________________________________________________
 AS0902* NAD 83(1986)-  29 45 41.     (N)    085 02 04.     (W)     SCALED    
 AS0902* NAVD 88     -         1.844  (meters)       6.05   (feet)  ADJUSTED  
 AS0902  ___________________________________________________________________
 AS0902  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0902  DYNAMIC HT  -           1.842 (meters)       6.04  (feet)  COMP
 AS0902  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AS0902
 AS0902  VERT ORDER  -  SECOND    CLASS I
 AS0902
 AS0902.The horizontal coordinates were scaled from a topographic map and have
 AS0902.an estimated accuracy of +/- 6 seconds.
 AS0902
 AS0902.The orthometric height was determined by differential leveling
 AS0902.and adjusted by the National Geodetic Survey in September 1996..
 AS0902
 AS0902.This Tidal Bench Mark is designated as VM 9871
 AS0902.by the Center for Operational Oceanographic Products and Services.
 AS0902
 AS0902.The geoid height was determined by GEOID03.
 AS0902
 AS0902.The dynamic height is computed by dividing the NAVD 88
 AS0902.geopotential number by the normal gravity value computed on the
 AS0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0902.degrees latitude (g = 980.6199 gals.).
 AS0902
 AS0902.The modeled gravity was interpolated from observed gravity values.
 AS0902
 AS0902;                    North         East    Units  Estimated Accuracy
 AS0902;SPC FL N     -    84,520.      548,310.      MT  (+/- 180 meters Scaled)
 AS0902
 AS0902                          SUPERSEDED SURVEY CONTROL
 AS0902
 AS0902.No superseded survey control is available for this station.
 AS0902
 AS0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT900939(NAD 83)
 AS0902_MARKER: DJ = TIDAL STATION DISK
 AS0902_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AS0902+WITH SETTING: INFORMATION.
 AS0902_SP_SET: SHALLOW SET METAL ROD
 AS0902_STAMPING: 8711 C 1978
 AS0902_MARK LOGO: FLDNR 
 AS0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0902
 AS0902  HISTORY     - Date     Condition        Report By
 AS0902  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0902  HISTORY     - 1986     GOOD             FLDNR
 AS0902
 AS0902                          STATION DESCRIPTION
 AS0902
 AS0902'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0902'3.9 MI NW FROM APALACHICOLA.
 AS0902'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL, GO 3.85 MILES
 AS0902'NORTHWEST ON COUNTY ROAD C-384 TO THE JUNCTION OF KRISTA ROAD, GO
 AS0902'0.05 MILE ON KRISTA ROAD TO THE MARK.  THE MARK BEARS 20 FEET EAST OF
 AS0902'THE CENTERLINE OF THE ROAD, 7.3 FEET NORTH OF A 12-INCH DIAMETER
 AS0902'WATER OAK TREE, 43 FEET SOUTH-SOUTHWEST OF A 24-INCH DIAMETER
 AS0902'2-TRUNKED MAGNOLIA TREE, AND 4.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0901 ***********************************************************************
 AS0901  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0901  DESIGNATION -  872 8711 D TIDAL
 AS0901  PID         -  AS0901
 AS0901  STATE/COUNTY-  FL/FRANKLIN
 AS0901  USGS QUAD   -  JACKSON RIVER (1992)
 AS0901
 AS0901                         *CURRENT SURVEY CONTROL
 AS0901  ___________________________________________________________________
 AS0901* NAD 83(1986)-  29 45 39.     (N)    085 02 06.     (W)     SCALED    
 AS0901* NAVD 88     -         1.826  (meters)       5.99   (feet)  ADJUSTED  
 AS0901  ___________________________________________________________________
 AS0901  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0901  DYNAMIC HT  -           1.824 (meters)       5.98  (feet)  COMP
 AS0901  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AS0901
 AS0901  VERT ORDER  -  SECOND    CLASS I
 AS0901
 AS0901.The horizontal coordinates were scaled from a topographic map and have
 AS0901.an estimated accuracy of +/- 6 seconds.
 AS0901
 AS0901.The orthometric height was determined by differential leveling
 AS0901.and adjusted by the National Geodetic Survey in September 1996..
 AS0901
 AS0901.This Tidal Bench Mark is designated as VM 9872
 AS0901.by the Center for Operational Oceanographic Products and Services.
 AS0901
 AS0901.The geoid height was determined by GEOID03.
 AS0901
 AS0901.The dynamic height is computed by dividing the NAVD 88
 AS0901.geopotential number by the normal gravity value computed on the
 AS0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0901.degrees latitude (g = 980.6199 gals.).
 AS0901
 AS0901.The modeled gravity was interpolated from observed gravity values.
 AS0901
 AS0901;                    North         East    Units  Estimated Accuracy
 AS0901;SPC FL N     -    84,460.      548,260.      MT  (+/- 180 meters Scaled)
 AS0901
 AS0901                          SUPERSEDED SURVEY CONTROL
 AS0901
 AS0901.No superseded survey control is available for this station.
 AS0901
 AS0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT899939(NAD 83)
 AS0901_MARKER: DJ = TIDAL STATION DISK
 AS0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0901_SP_SET: CONCRETE POST
 AS0901_STAMPING: 8711 D 1978
 AS0901_MARK LOGO: FLDNR 
 AS0901_PROJECTION: RECESSED 5 CENTIMETERS
 AS0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0901+STABILITY: SURFACE MOTION
 AS0901
 AS0901  HISTORY     - Date     Condition        Report By
 AS0901  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0901  HISTORY     - 1986     GOOD             FLDNR
 AS0901
 AS0901                          STATION DESCRIPTION
 AS0901
 AS0901'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0901'3.85 MI NW FROM APALACHICOLA.
 AS0901'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL, GO 3.85 MILES
 AS0901'NORTHWEST ON COUNTY ROAD C-384 TO THE JUNCTION OF KRISTA ROAD AND THE
 AS0901'MARK.  THE MARK BEARS 21 FEET NORTHEAST OF THE CENTERLINE OF STATE
 AS0901'ROAD C-384, 36 FEET NORTHWEST OF THE CENTERLINE OF KRISTA ROAD, 9.3
 AS0901'FEET SOUTHWEST OF A UTILITY SUPPORT POLE, 42 FEET NORTHEAST OF POWER
 AS0901'POLE 56X1495R, AND 4.7 FEET SOUTHWEST OF A WITNESS POST.
 AS0901'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0879 ***********************************************************************
 AS0879  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0879  DESIGNATION -  872 8757 A TIDAL
 AS0879  PID         -  AS0879
 AS0879  STATE/COUNTY-  FL/FRANKLIN
 AS0879  USGS QUAD   -  JACKSON RIVER (1992)
 AS0879
 AS0879                         *CURRENT SURVEY CONTROL
 AS0879  ___________________________________________________________________
 AS0879* NAD 83(1986)-  29 46 11.     (N)    085 05 04.     (W)     SCALED    
 AS0879* NAVD 88     -         0.783  (meters)       2.57   (feet)  ADJUSTED  
 AS0879  ___________________________________________________________________
 AS0879  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AS0879  DYNAMIC HT  -           0.782 (meters)       2.57  (feet)  COMP
 AS0879  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 AS0879
 AS0879  VERT ORDER  -  SECOND    CLASS I
 AS0879
 AS0879.The horizontal coordinates were scaled from a topographic map and have
 AS0879.an estimated accuracy of +/- 6 seconds.
 AS0879
 AS0879.The orthometric height was determined by differential leveling
 AS0879.and adjusted by the National Geodetic Survey in June 1991..
 AS0879
 AS0879.This Tidal Bench Mark is designated as VM 9873
 AS0879.by the Center for Operational Oceanographic Products and Services.
 AS0879
 AS0879.The geoid height was determined by GEOID03.
 AS0879
 AS0879.The dynamic height is computed by dividing the NAVD 88
 AS0879.geopotential number by the normal gravity value computed on the
 AS0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0879.degrees latitude (g = 980.6199 gals.).
 AS0879
 AS0879.The modeled gravity was interpolated from observed gravity values.
 AS0879
 AS0879;                    North         East    Units  Estimated Accuracy
 AS0879;SPC FL N     -    85,470.      543,480.      MT  (+/- 180 meters Scaled)
 AS0879
 AS0879                          SUPERSEDED SURVEY CONTROL
 AS0879
 AS0879.No superseded survey control is available for this station.
 AS0879
 AS0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT851948(NAD 83)
 AS0879_MARKER: DJ = TIDAL STATION DISK
 AS0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0879_SP_SET: CONCRETE POST
 AS0879_STAMPING: 8757 A 1977
 AS0879_MARK LOGO: FLDNR 
 AS0879_PROJECTION: RECESSED 3 CENTIMETERS
 AS0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0879+STABILITY: SURFACE MOTION
 AS0879
 AS0879  HISTORY     - Date     Condition        Report By
 AS0879  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0879  HISTORY     - 1985     GOOD             FLDNR
 AS0879
 AS0879                          STATION DESCRIPTION
 AS0879
 AS0879'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0879'9.75 MI WEST FROM APALACHICOLA.
 AS0879'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 6.5 MILE WEST ON U.S.
 AS0879'HIGHWAY 98 TO COUNTY ROAD C-385, GO 0.95 MILE NORTH ON C-385 TO A
 AS0879'RAILROAD CROSSING AND THE END OF THE PAVEMENT, CONTINUE NORTH 1.25
 AS0879'MILES ON THE DIRT ROAD TO A ROAD FORK, BEAR RIGHT AND GO 0.5 MILE ON
 AS0879'THE ROAD TO ANOTHER ROAD FORK, BEAR RIGHT AND GO 0.55 MILE TO THE
 AS0879'ROADS END AT THE INTRACOASTAL WATERWAY AND THE MARK VICINITY.  THE
 AS0879'MARK BEARS 39 FEET WEST OF THE CENTER OF A GATE TO AN ABANDONED BOAT
 AS0879'RAMP, 7.1 FEET SOUTH OF A FENCE, AND 1.6 FEET SOUTH OF A WITNESS
 AS0879'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0878 ***********************************************************************
 AS0878  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0878  DESIGNATION -  872 8757 B TIDAL
 AS0878  PID         -  AS0878
 AS0878  STATE/COUNTY-  FL/FRANKLIN
 AS0878  USGS QUAD   -  JACKSON RIVER (1992)
 AS0878
 AS0878                         *CURRENT SURVEY CONTROL
 AS0878  ___________________________________________________________________
 AS0878* NAD 83(1986)-  29 46 09.     (N)    085 05 05.     (W)     SCALED    
 AS0878* NAVD 88     -         0.666  (meters)       2.19   (feet)  ADJUSTED  
 AS0878  ___________________________________________________________________
 AS0878  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AS0878  DYNAMIC HT  -           0.666 (meters)       2.19  (feet)  COMP
 AS0878  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 AS0878
 AS0878  VERT ORDER  -  SECOND    CLASS I
 AS0878
 AS0878.The horizontal coordinates were scaled from a topographic map and have
 AS0878.an estimated accuracy of +/- 6 seconds.
 AS0878
 AS0878.The orthometric height was determined by differential leveling
 AS0878.and adjusted by the National Geodetic Survey in June 1991..
 AS0878
 AS0878.This Tidal Bench Mark is designated as VM 9874
 AS0878.by the Center for Operational Oceanographic Products and Services.
 AS0878
 AS0878.The geoid height was determined by GEOID03.
 AS0878
 AS0878.The dynamic height is computed by dividing the NAVD 88
 AS0878.geopotential number by the normal gravity value computed on the
 AS0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0878.degrees latitude (g = 980.6199 gals.).
 AS0878
 AS0878.The modeled gravity was interpolated from observed gravity values.
 AS0878
 AS0878;                    North         East    Units  Estimated Accuracy
 AS0878;SPC FL N     -    85,410.      543,450.      MT  (+/- 180 meters Scaled)
 AS0878
 AS0878                          SUPERSEDED SURVEY CONTROL
 AS0878
 AS0878.No superseded survey control is available for this station.
 AS0878
 AS0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT851947(NAD 83)
 AS0878_MARKER: DJ = TIDAL STATION DISK
 AS0878_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0878_SP_SET: COPPER-CLAD STEEL ROD
 AS0878_STAMPING: 8757 B 1977
 AS0878_MARK LOGO: FLDNR 
 AS0878_PROJECTION: RECESSED 3 CENTIMETERS
 AS0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0878_ROD/PIPE-DEPTH: 12.2 meters
 AS0878
 AS0878  HISTORY     - Date     Condition        Report By
 AS0878  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0878  HISTORY     - 1985     GOOD             FLDNR
 AS0878
 AS0878                          STATION DESCRIPTION
 AS0878
 AS0878'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0878'9.75 MI WNW FROM APALACHICOLA.
 AS0878'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 6.5 MILE WEST ON U.S.
 AS0878'HIGHWAY 98 TO COUNTY ROAD C-385, GO 0.95 MILE NORTH ON C-385 TO A
 AS0878'RAILROAD CROSSING AND THE END OF THE PAVEMENT, CONTINUE NORTH 1.25
 AS0878'MILES ON THE DIRT ROAD TO A ROAD FORK, BEAR RIGHT AND GO 0.5 MILE ON
 AS0878'THE ROAD TO ANOTHER ROAD FORK, BEAR RIGHT AND GO 0.55 MILE TO THE
 AS0878'ROADS END AT THE INTRACOASTAL WATERWAY AND THE MARK VICINITY.  THE
 AS0878'MARK IS ABOUT 220 FEET SOUTH OF THE WATERWAY, 13.8 FEET WEST OF THE
 AS0878'CENTERLINE OF THE ROAD, 206 FEET SOUTH OF BENCH MARK 8757 A 1977, AND
 AS0878'1 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0877 ***********************************************************************
 AS0877  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0877  DESIGNATION -  872 8757 C TIDAL
 AS0877  PID         -  AS0877
 AS0877  STATE/COUNTY-  FL/FRANKLIN
 AS0877  USGS QUAD   -  JACKSON RIVER (1992)
 AS0877
 AS0877                         *CURRENT SURVEY CONTROL
 AS0877  ___________________________________________________________________
 AS0877* NAD 83(1986)-  29 46 06.     (N)    085 05 05.     (W)     SCALED    
 AS0877* NAVD 88     -         0.564  (meters)       1.85   (feet)  ADJUSTED  
 AS0877  ___________________________________________________________________
 AS0877  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AS0877  DYNAMIC HT  -           0.563 (meters)       1.85  (feet)  COMP
 AS0877  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AS0877
 AS0877  VERT ORDER  -  SECOND    CLASS I
 AS0877
 AS0877.The horizontal coordinates were scaled from a topographic map and have
 AS0877.an estimated accuracy of +/- 6 seconds.
 AS0877
 AS0877.The orthometric height was determined by differential leveling
 AS0877.and adjusted by the National Geodetic Survey in June 1991..
 AS0877
 AS0877.This Tidal Bench Mark is designated as VM 9875
 AS0877.by the Center for Operational Oceanographic Products and Services.
 AS0877
 AS0877.The geoid height was determined by GEOID03.
 AS0877
 AS0877.The dynamic height is computed by dividing the NAVD 88
 AS0877.geopotential number by the normal gravity value computed on the
 AS0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0877.degrees latitude (g = 980.6199 gals.).
 AS0877
 AS0877.The modeled gravity was interpolated from observed gravity values.
 AS0877
 AS0877;                    North         East    Units  Estimated Accuracy
 AS0877;SPC FL N     -    85,310.      543,450.      MT  (+/- 180 meters Scaled)
 AS0877
 AS0877                          SUPERSEDED SURVEY CONTROL
 AS0877
 AS0877.No superseded survey control is available for this station.
 AS0877
 AS0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT851946(NAD 83)
 AS0877_MARKER: DJ = TIDAL STATION DISK
 AS0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0877_SP_SET: COPPER-CLAD STEEL ROD
 AS0877_STAMPING: 8757 C 1977
 AS0877_MARK LOGO: FLDNR 
 AS0877_PROJECTION: FLUSH
 AS0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0877_ROD/PIPE-DEPTH: 12.2 meters
 AS0877
 AS0877  HISTORY     - Date     Condition        Report By
 AS0877  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0877  HISTORY     - 1985     GOOD             FLDNR
 AS0877
 AS0877                          STATION DESCRIPTION
 AS0877
 AS0877'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0877'9.75 MI WNW FROM APALACHICOLA.
 AS0877'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 6.5 MILE WEST ON U.S.
 AS0877'HIGHWAY 98 TO COUNTY ROAD C-385, GO 0.95 MILE NORTH ON C-385 TO A
 AS0877'RAILROAD CROSSING AND THE END OF THE PAVEMENT, CONTINUE NORTH 1.25
 AS0877'MILES ON THE DIRT ROAD TO A ROAD FORK, BEAR RIGHT AND GO 0.5 MILE ON
 AS0877'THE ROAD TO ANOTHER ROAD FORK, BEAR RIGHT AND GO 0.55 MILE TO THE
 AS0877'ROADS END AT THE INTRACOASTAL WATERWAY AND THE MARK VICINITY.  THE
 AS0877'MARK IS ABOUT 550 FEET SOUTH ALONG THE ROAD FROM THE WATERWAY, 21.8
 AS0877'FEET EAST OF THE CENTERLINE OF THE ROAD, 222.5 FEET SOUTH OF BENCH
 AS0877'MARK 8757 B 1977, AND 1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0876 ***********************************************************************
 AS0876  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0876  DESIGNATION -  872 8757 D TIDAL
 AS0876  PID         -  AS0876
 AS0876  STATE/COUNTY-  FL/FRANKLIN
 AS0876  USGS QUAD   -  JACKSON RIVER (1992)
 AS0876
 AS0876                         *CURRENT SURVEY CONTROL
 AS0876  ___________________________________________________________________
 AS0876* NAD 83(1986)-  29 46 04.     (N)    085 05 06.     (W)     SCALED    
 AS0876* NAVD 88     -         0.941  (meters)       3.09   (feet)  ADJUSTED  
 AS0876  ___________________________________________________________________
 AS0876  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AS0876  DYNAMIC HT  -           0.940 (meters)       3.08  (feet)  COMP
 AS0876  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AS0876
 AS0876  VERT ORDER  -  SECOND    CLASS I
 AS0876
 AS0876.The horizontal coordinates were scaled from a topographic map and have
 AS0876.an estimated accuracy of +/- 6 seconds.
 AS0876
 AS0876.The orthometric height was determined by differential leveling
 AS0876.and adjusted by the National Geodetic Survey in June 1991..
 AS0876
 AS0876.This Tidal Bench Mark is designated as VM 9876
 AS0876.by the Center for Operational Oceanographic Products and Services.
 AS0876
 AS0876.The geoid height was determined by GEOID03.
 AS0876
 AS0876.The dynamic height is computed by dividing the NAVD 88
 AS0876.geopotential number by the normal gravity value computed on the
 AS0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0876.degrees latitude (g = 980.6199 gals.).
 AS0876
 AS0876.The modeled gravity was interpolated from observed gravity values.
 AS0876
 AS0876;                    North         East    Units  Estimated Accuracy
 AS0876;SPC FL N     -    85,250.      543,430.      MT  (+/- 180 meters Scaled)
 AS0876
 AS0876                          SUPERSEDED SURVEY CONTROL
 AS0876
 AS0876.No superseded survey control is available for this station.
 AS0876
 AS0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT851945(NAD 83)
 AS0876_MARKER: DJ = TIDAL STATION DISK
 AS0876_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0876_SP_SET: COPPER-CLAD STEEL ROD
 AS0876_STAMPING: 8757 D 1977
 AS0876_MARK LOGO: FLDNR 
 AS0876_PROJECTION: FLUSH
 AS0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0876_ROD/PIPE-DEPTH: 12.2 meters
 AS0876
 AS0876  HISTORY     - Date     Condition        Report By
 AS0876  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0876  HISTORY     - 1985     GOOD             FLDNR
 AS0876
 AS0876                          STATION DESCRIPTION
 AS0876
 AS0876'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0876'9.75 MI WNW FROM APALACHICOLA.
 AS0876'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 6.5 MILE WEST ON U.S.
 AS0876'HIGHWAY 98 TO COUNTY ROAD C-385, GO 0.95 MILE NORTH ON C-385 TO A
 AS0876'RAILROAD CROSSING AND THE END OF THE PAVEMENT, CONTINUE NORTH 1.25
 AS0876'MILES ON THE DIRT ROAD TO A ROAD FORK, BEAR RIGHT AND GO 0.5 MILE ON
 AS0876'THE ROAD TO ANOTHER ROAD FORK, BEAR RIGHT AND GO 0.55 MILE TO THE
 AS0876'ROADS END AT THE INTRACOASTAL WATERWAY AND THE MARK VICINITY.  THE
 AS0876'MARK IS ABOUT 775 FEET SOUTH ALONG THE ROAD FROM THE WATERWAY, 25
 AS0876'FEET EAST OF THE CENTERLINE OF THE ROAD, 227.8 FEET SOUTH OF BENCH
 AS0876'MARK 8757 C 1977, AND 0.5 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0875 ***********************************************************************
 AS0875  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0875  DESIGNATION -  872 8757 E TIDAL
 AS0875  PID         -  AS0875
 AS0875  STATE/COUNTY-  FL/FRANKLIN
 AS0875  USGS QUAD   -  JACKSON RIVER (1992)
 AS0875
 AS0875                         *CURRENT SURVEY CONTROL
 AS0875  ___________________________________________________________________
 AS0875* NAD 83(1986)-  29 46 03.     (N)    085 05 08.     (W)     SCALED    
 AS0875* NAVD 88     -         1.069  (meters)       3.51   (feet)  ADJUSTED  
 AS0875  ___________________________________________________________________
 AS0875  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AS0875  DYNAMIC HT  -           1.067 (meters)       3.50  (feet)  COMP
 AS0875  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AS0875
 AS0875  VERT ORDER  -  SECOND    CLASS I
 AS0875
 AS0875.The horizontal coordinates were scaled from a topographic map and have
 AS0875.an estimated accuracy of +/- 6 seconds.
 AS0875
 AS0875.The orthometric height was determined by differential leveling
 AS0875.and adjusted by the National Geodetic Survey in June 1991..
 AS0875
 AS0875.This Tidal Bench Mark is designated as VM 9877
 AS0875.by the Center for Operational Oceanographic Products and Services.
 AS0875
 AS0875.The geoid height was determined by GEOID03.
 AS0875
 AS0875.The dynamic height is computed by dividing the NAVD 88
 AS0875.geopotential number by the normal gravity value computed on the
 AS0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0875.degrees latitude (g = 980.6199 gals.).
 AS0875
 AS0875.The modeled gravity was interpolated from observed gravity values.
 AS0875
 AS0875;                    North         East    Units  Estimated Accuracy
 AS0875;SPC FL N     -    85,220.      543,370.      MT  (+/- 180 meters Scaled)
 AS0875
 AS0875                          SUPERSEDED SURVEY CONTROL
 AS0875
 AS0875.No superseded survey control is available for this station.
 AS0875
 AS0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT850945(NAD 83)
 AS0875_MARKER: DJ = TIDAL STATION DISK
 AS0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0875_SP_SET: CONCRETE POST
 AS0875_STAMPING: 8757 E 1977
 AS0875_MARK LOGO: FLDNR 
 AS0875_PROJECTION: RECESSED 8 CENTIMETERS
 AS0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0875+STABILITY: SURFACE MOTION
 AS0875
 AS0875  HISTORY     - Date     Condition        Report By
 AS0875  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0875  HISTORY     - 1985     GOOD             FLDNR
 AS0875
 AS0875                          STATION DESCRIPTION
 AS0875
 AS0875'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0875'9.75 MI WNW FROM APALACHICOLA.
 AS0875'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 6.5 MILE WEST ON U.S.
 AS0875'HIGHWAY 98 TO COUNTY ROAD C-385, GO 0.95 MILE NORTH ON C-385 TO A
 AS0875'RAILROAD CROSSING AND THE END OF THE PAVEMENT, CONTINUE NORTH 1.25
 AS0875'MILES ON THE DIRT ROAD TO A ROAD FORK, BEAR RIGHT AND GO 0.5 MILE ON
 AS0875'THE ROAD TO ANOTHER ROAD FORK, BEAR RIGHT AND GO 0.55 MILE TO THE
 AS0875'ROADS END AT THE INTRACOASTAL WATERWAY AND THE MARK VICINITY.  THE
 AS0875'MARK IS ABOUT 1000 FEET SOUTH ALONG THE ROAD FROM THE WATERWAY, 26.1
 AS0875'FEET WEST OF THE CENTERLINE OF THE ROAD, 285.5 FEET SOUTH OF BENCH
 AS0875'MARK 8757 D 1977, AND 2.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0872 ***********************************************************************
 AS0872  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0872  DESIGNATION -  872 8786 A TIDAL
 AS0872  PID         -  AS0872
 AS0872  STATE/COUNTY-  FL/FRANKLIN
 AS0872  USGS QUAD   -  INDIAN PASS (1982)
 AS0872
 AS0872                         *CURRENT SURVEY CONTROL
 AS0872  ___________________________________________________________________
 AS0872* NAD 83(1986)-  29 42 25.     (N)    085 09 14.     (W)     SCALED    
 AS0872* NAVD 88     -         0.720  (meters)       2.36   (feet)  ADJUSTED  
 AS0872  ___________________________________________________________________
 AS0872  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0872  DYNAMIC HT  -           0.719 (meters)       2.36  (feet)  COMP
 AS0872  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 AS0872
 AS0872  VERT ORDER  -  SECOND    CLASS I
 AS0872
 AS0872.The horizontal coordinates were scaled from a topographic map and have
 AS0872.an estimated accuracy of +/- 6 seconds.
 AS0872
 AS0872.The orthometric height was determined by differential leveling
 AS0872.and adjusted by the National Geodetic Survey in June 1991..
 AS0872
 AS0872.This Tidal Bench Mark is designated as VM 9884
 AS0872.by the Center for Operational Oceanographic Products and Services.
 AS0872
 AS0872.The geoid height was determined by GEOID03.
 AS0872
 AS0872.The dynamic height is computed by dividing the NAVD 88
 AS0872.geopotential number by the normal gravity value computed on the
 AS0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0872.degrees latitude (g = 980.6199 gals.).
 AS0872
 AS0872.The modeled gravity was interpolated from observed gravity values.
 AS0872
 AS0872;                    North         East    Units  Estimated Accuracy
 AS0872;SPC FL N     -    78,550.      536,730.      MT  (+/- 180 meters Scaled)
 AS0872
 AS0872                          SUPERSEDED SURVEY CONTROL
 AS0872
 AS0872.No superseded survey control is available for this station.
 AS0872
 AS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT785877(NAD 83)
 AS0872_MARKER: DJ = TIDAL STATION DISK
 AS0872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0872_SP_SET: COPPER-CLAD STEEL ROD
 AS0872_STAMPING: 8786 A 1977
 AS0872_MARK LOGO: FLDNR 
 AS0872_PROJECTION: FLUSH
 AS0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0872_ROD/PIPE-DEPTH: 14.6 meters
 AS0872
 AS0872  HISTORY     - Date     Condition        Report By
 AS0872  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0872  HISTORY     - 1985     GOOD             FLDNR
 AS0872  HISTORY     - 19971002 GOOD             USPSQD
 AS0872
 AS0872                          STATION DESCRIPTION
 AS0872
 AS0872'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0872'11.3 MI WEST FROM APALACHICOLA.
 AS0872'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 8.1 MILES WEST ON U.S.
 AS0872'HIGHWAY 98 TO COUNTY ROAD C-30, GO 3.0 MILES WEST ON C-30 TO THE
 AS0872'DRIVE TO THE ELEVEN MILE FISHERY AND THE MARK.  THE MARK BEARS 0.2
 AS0872'MILE SOUTH ALONG THE DRIVE, 23 FEET EAST-NORTHEAST OF THE CENTERLINE
 AS0872'OF THE DRIVE, 6.5 FEET SOUTHEAST OF POWER POLE 56X2661R, AND 2 FEET
 AS0872'WEST OF A WITNESS POST.
 AS0872
 AS0872                          STATION RECOVERY (1997)
 AS0872
 AS0872'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0871 ***********************************************************************
 AS0871  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0871  DESIGNATION -  872 8786 B TIDAL
 AS0871  PID         -  AS0871
 AS0871  STATE/COUNTY-  FL/FRANKLIN
 AS0871  USGS QUAD   -  INDIAN PASS (1982)
 AS0871
 AS0871                         *CURRENT SURVEY CONTROL
 AS0871  ___________________________________________________________________
 AS0871* NAD 83(1986)-  29 42 29.     (N)    085 09 16.     (W)     SCALED    
 AS0871* NAVD 88     -         1.699  (meters)       5.57   (feet)  ADJUSTED  
 AS0871  ___________________________________________________________________
 AS0871  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0871  DYNAMIC HT  -           1.696 (meters)       5.56  (feet)  COMP
 AS0871  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 AS0871
 AS0871  VERT ORDER  -  SECOND    CLASS I
 AS0871
 AS0871.The horizontal coordinates were scaled from a topographic map and have
 AS0871.an estimated accuracy of +/- 6 seconds.
 AS0871
 AS0871.The orthometric height was determined by differential leveling
 AS0871.and adjusted by the National Geodetic Survey in June 1991..
 AS0871
 AS0871.This Tidal Bench Mark is designated as VM 9885
 AS0871.by the Center for Operational Oceanographic Products and Services.
 AS0871
 AS0871.The geoid height was determined by GEOID03.
 AS0871
 AS0871.The dynamic height is computed by dividing the NAVD 88
 AS0871.geopotential number by the normal gravity value computed on the
 AS0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0871.degrees latitude (g = 980.6199 gals.).
 AS0871
 AS0871.The modeled gravity was interpolated from observed gravity values.
 AS0871
 AS0871;                    North         East    Units  Estimated Accuracy
 AS0871;SPC FL N     -    78,670.      536,670.      MT  (+/- 180 meters Scaled)
 AS0871
 AS0871                          SUPERSEDED SURVEY CONTROL
 AS0871
 AS0871.No superseded survey control is available for this station.
 AS0871
 AS0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT785878(NAD 83)
 AS0871_MARKER: DJ = TIDAL STATION DISK
 AS0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0871_SP_SET: CONCRETE POST
 AS0871_STAMPING: 8786 B 1977
 AS0871_MARK LOGO: FLDNR 
 AS0871_PROJECTION: FLUSH
 AS0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0871+STABILITY: SURFACE MOTION
 AS0871
 AS0871  HISTORY     - Date     Condition        Report By
 AS0871  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0871  HISTORY     - 1985     GOOD             FLDNR
 AS0871  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AS0871
 AS0871                          STATION DESCRIPTION
 AS0871
 AS0871'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0871'11.2 MI WEST FROM APALACHICOLA.
 AS0871'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 8.1 MILES WEST ON U.S.
 AS0871'HIGHWAY 98 TO COUNTY ROAD C-30, GO 3.0 MILES WEST ON C-30 TO THE
 AS0871'DRIVE TO THE ELEVEN MILE FISHERY AND THE MARK.  THE MARK BEARS 0.1
 AS0871'MILE SOUTH ALONG THE DRIVE, 15 FEET WEST OF THE CENTERLINE OF THE
 AS0871'DRIVE, 10 FEET NORTH-NORTHWEST OF A 17-INCH DIAMETER PALM TREE, 45
 AS0871'FEET WEST-SOUTHWEST OF A 5-FOOT DIAMETER OAK TREE, 77.5 FEET SOUTH-
 AS0871'SOUTHWEST OF POWER POLE 6X860R, AND 1.7 FEET SOUTHEAST OF A WITNESS
 AS0871'POST.
 AS0871
 AS0871                          STATION RECOVERY (1997)
 AS0871
 AS0871'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0870 ***********************************************************************
 AS0870  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0870  DESIGNATION -  872 8786 C TIDAL
 AS0870  PID         -  AS0870
 AS0870  STATE/COUNTY-  FL/FRANKLIN
 AS0870  USGS QUAD   -  INDIAN PASS (1982)
 AS0870
 AS0870                         *CURRENT SURVEY CONTROL
 AS0870  ___________________________________________________________________
 AS0870* NAD 83(1986)-  29 42 33.     (N)    085 09 16.     (W)     SCALED    
 AS0870* NAVD 88     -         1.433  (meters)       4.70   (feet)  ADJUSTED  
 AS0870  ___________________________________________________________________
 AS0870  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0870  DYNAMIC HT  -           1.432 (meters)       4.70  (feet)  COMP
 AS0870  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 AS0870
 AS0870  VERT ORDER  -  SECOND    CLASS I
 AS0870
 AS0870.The horizontal coordinates were scaled from a topographic map and have
 AS0870.an estimated accuracy of +/- 6 seconds.
 AS0870
 AS0870.The orthometric height was determined by differential leveling
 AS0870.and adjusted by the National Geodetic Survey in June 1991..
 AS0870
 AS0870.This Tidal Bench Mark is designated as VM 9886
 AS0870.by the Center for Operational Oceanographic Products and Services.
 AS0870
 AS0870.The geoid height was determined by GEOID03.
 AS0870
 AS0870.The dynamic height is computed by dividing the NAVD 88
 AS0870.geopotential number by the normal gravity value computed on the
 AS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0870.degrees latitude (g = 980.6199 gals.).
 AS0870
 AS0870.The modeled gravity was interpolated from observed gravity values.
 AS0870
 AS0870;                    North         East    Units  Estimated Accuracy
 AS0870;SPC FL N     -    78,790.      536,670.      MT  (+/- 180 meters Scaled)
 AS0870
 AS0870                          SUPERSEDED SURVEY CONTROL
 AS0870
 AS0870.No superseded survey control is available for this station.
 AS0870
 AS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT785879(NAD 83)
 AS0870_MARKER: DJ = TIDAL STATION DISK
 AS0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0870_SP_SET: CONCRETE POST
 AS0870_STAMPING: 8786 C 1977
 AS0870_MARK LOGO: FLDNR 
 AS0870_PROJECTION: FLUSH
 AS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0870+STABILITY: SURFACE MOTION
 AS0870
 AS0870  HISTORY     - Date     Condition        Report By
 AS0870  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0870  HISTORY     - 1985     GOOD             FLDNR
 AS0870  HISTORY     - 19971002 GOOD             USPSQD
 AS0870
 AS0870                          STATION DESCRIPTION
 AS0870
 AS0870'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0870'11.15 MI WEST FROM APALACHICOLA.
 AS0870'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 8.1 MILES WEST ON U.S.
 AS0870'HIGHWAY 98 TO COUNTY ROAD C-30, GO 3.0 MILES WEST ON C-30 TO THE
 AS0870'DRIVE TO THE ELEVEN MILE FISHERY AND THE MARK.  THE MARK BEARS 0.05
 AS0870'MILE SOUTH ALONG THE DRIVE, 26 FEET EAST-NORTHEAST OF THE CENTERLINE
 AS0870'OF THE DRIVE, 42 FEET SOUTHEAST OF POWER POLE 56X1859R, 34 FEET
 AS0870'NORTHWEST OF AN 18-INCH DIAMETER PALM TREE, AND 4 FEET WEST-
 AS0870'NORTHWEST OF A WITNESS POST.
 AS0870
 AS0870                          STATION RECOVERY (1997)
 AS0870
 AS0870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0869 ***********************************************************************
 AS0869  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0869  DESIGNATION -  872 8786 D TIDAL
 AS0869  PID         -  AS0869
 AS0869  STATE/COUNTY-  FL/FRANKLIN
 AS0869  USGS QUAD   -  INDIAN PASS (1982)
 AS0869
 AS0869                         *CURRENT SURVEY CONTROL
 AS0869  ___________________________________________________________________
 AS0869* NAD 83(1986)-  29 42 36.     (N)    085 09 17.     (W)     SCALED    
 AS0869* NAVD 88     -         2.084  (meters)       6.84   (feet)  ADJUSTED  
 AS0869  ___________________________________________________________________
 AS0869  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0869  DYNAMIC HT  -           2.081 (meters)       6.83  (feet)  COMP
 AS0869  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 AS0869
 AS0869  VERT ORDER  -  SECOND    CLASS I
 AS0869
 AS0869.The horizontal coordinates were scaled from a topographic map and have
 AS0869.an estimated accuracy of +/- 6 seconds.
 AS0869
 AS0869.The orthometric height was determined by differential leveling
 AS0869.and adjusted by the National Geodetic Survey in June 1991..
 AS0869
 AS0869.This Tidal Bench Mark is designated as VM 9887
 AS0869.by the Center for Operational Oceanographic Products and Services.
 AS0869
 AS0869.The geoid height was determined by GEOID03.
 AS0869
 AS0869.The dynamic height is computed by dividing the NAVD 88
 AS0869.geopotential number by the normal gravity value computed on the
 AS0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0869.degrees latitude (g = 980.6199 gals.).
 AS0869
 AS0869.The modeled gravity was interpolated from observed gravity values.
 AS0869
 AS0869;                    North         East    Units  Estimated Accuracy
 AS0869;SPC FL N     -    78,880.      536,650.      MT  (+/- 180 meters Scaled)
 AS0869
 AS0869                          SUPERSEDED SURVEY CONTROL
 AS0869
 AS0869.No superseded survey control is available for this station.
 AS0869
 AS0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT785880(NAD 83)
 AS0869_MARKER: DJ = TIDAL STATION DISK
 AS0869_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0869_SP_SET: COPPER-CLAD STEEL ROD
 AS0869_STAMPING: 8786 D 1977
 AS0869_MARK LOGO: FLDNR 
 AS0869_PROJECTION: FLUSH
 AS0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0869_ROD/PIPE-DEPTH: 4.88 meters
 AS0869
 AS0869  HISTORY     - Date     Condition        Report By
 AS0869  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0869  HISTORY     - 1985     GOOD             FLDNR
 AS0869  HISTORY     - 19971002 GOOD             USPSQD
 AS0869
 AS0869                          STATION DESCRIPTION
 AS0869
 AS0869'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0869'11.1 MI WEST FROM APALACHICOLA.
 AS0869'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 8.1 MILES WEST ON U.S.
 AS0869'HIGHWAY 98 TO COUNTY ROAD C-30, GO 3.0 MILES WEST ON C-30 TO THE
 AS0869'DRIVE TO THE ELEVEN MILE FISHERY AND THE MARK.  THE MARK BEARS 86
 AS0869'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF C-30, 24 FEET EAST-
 AS0869'NORTHEAST OF THE CENTERLINE OF THE DRIVE TO THE FISHERY, 11 FEET
 AS0869'NORTH-NORTHWEST OF POWER POLE 56X1790R, 10.3 FEET WEST-SOUTHWEST OF
 AS0869'THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, AND 1.8 FEET WEST-
 AS0869'SOUTHWEST OF A WITNESS POST.
 AS0869
 AS0869                          STATION RECOVERY (1997)
 AS0869
 AS0869'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0520 ***********************************************************************
 AS0520  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0520  DESIGNATION -  872 8786 E TIDAL
 AS0520  PID         -  AS0520
 AS0520  STATE/COUNTY-  FL/FRANKLIN
 AS0520  USGS QUAD   -  INDIAN PASS (1982)
 AS0520
 AS0520                         *CURRENT SURVEY CONTROL
 AS0520  ___________________________________________________________________
 AS0520* NAD 83(1986)-  29 42 38.     (N)    085 09 15.     (W)     SCALED    
 AS0520* NAVD 88     -         2.789  (meters)       9.15   (feet)  ADJUSTED  
 AS0520  ___________________________________________________________________
 AS0520  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0520  DYNAMIC HT  -           2.786 (meters)       9.14  (feet)  COMP
 AS0520  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 AS0520
 AS0520  VERT ORDER  -  SECOND    CLASS I
 AS0520
 AS0520.The horizontal coordinates were scaled from a topographic map and have
 AS0520.an estimated accuracy of +/- 6 seconds.
 AS0520
 AS0520.The orthometric height was determined by differential leveling
 AS0520.and adjusted by the National Geodetic Survey in June 1991..
 AS0520
 AS0520.This Tidal Bench Mark is designated as VM 9888
 AS0520.by the Center for Operational Oceanographic Products and Services.
 AS0520
 AS0520.The geoid height was determined by GEOID03.
 AS0520
 AS0520.The dynamic height is computed by dividing the NAVD 88
 AS0520.geopotential number by the normal gravity value computed on the
 AS0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0520.degrees latitude (g = 980.6199 gals.).
 AS0520
 AS0520.The modeled gravity was interpolated from observed gravity values.
 AS0520
 AS0520;                    North         East    Units  Estimated Accuracy
 AS0520;SPC FL N     -    78,950.      536,700.      MT  (+/- 180 meters Scaled)
 AS0520
 AS0520                          SUPERSEDED SURVEY CONTROL
 AS0520
 AS0520.No superseded survey control is available for this station.
 AS0520
 AS0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT785881(NAD 83)
 AS0520_MARKER: DJ = TIDAL STATION DISK
 AS0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0520_SP_SET: CONCRETE POST
 AS0520_STAMPING: 8786 E 1977
 AS0520_MARK LOGO: FLDNR 
 AS0520_PROJECTION: FLUSH
 AS0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0520+STABILITY: SURFACE MOTION
 AS0520
 AS0520  HISTORY     - Date     Condition        Report By
 AS0520  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0520  HISTORY     - 1985     GOOD             FLDNR
 AS0520  HISTORY     - 1987     GOOD             FLDNR
 AS0520  HISTORY     - 19970923 GOOD             USPSQD
 AS0520
 AS0520                          STATION DESCRIPTION
 AS0520
 AS0520'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0520'RECOVERED IN GOOD CONDITION.
 AS0520
 AS0520                          STATION RECOVERY (1987)
 AS0520
 AS0520'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AS0520'11.1 MI WEST FROM APALACHICOLA.
 AS0520'BEGIN AT THE FRANKLIN COUNTY COURTHOUSE, GO 8.1 MILES WEST ON U.S.
 AS0520'HIGHWAY 98 TO COUNTY ROAD C-30, GO 3 MILES WEST ON C-30 TO THE MARK
 AS0520'THE MARK BEARS 38.6 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 AS0520'ROAD, 22 FEET SOUTHEAST OF UTILITY POLE AP151, 193 FEET EAST-
 AS0520'NORTHEAST OF THE JUNCTION OF A SHELL DRIVE TO THE ELEVEN MILE
 AS0520'FISHERY, AND 1.6 FEET SOUTHEAST OF A WITNESS POST.
 AS0520'THE MARK IS 1.6 FT  SE FROM A WITNESS POST.
 AS0520
 AS0520                          STATION RECOVERY (1997)
 AS0520
 AS0520'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0915 ***********************************************************************
 AS0915  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0915  DESIGNATION -  872 8853 A TIDAL
 AS0915  PID         -  AS0915
 AS0915  STATE/COUNTY-  FL/GULF
 AS0915  USGS QUAD   -  WHITE CITY (1982)
 AS0915
 AS0915                         *CURRENT SURVEY CONTROL
 AS0915  ___________________________________________________________________
 AS0915* NAD 83(1986)-  29 52 54.     (N)    085 13 13.     (W)     SCALED    
 AS0915* NAVD 88     -         2.144  (meters)       7.03   (feet)  ADJUSTED  
 AS0915  ___________________________________________________________________
 AS0915  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AS0915  DYNAMIC HT  -           2.142 (meters)       7.03  (feet)  COMP
 AS0915  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 AS0915
 AS0915  VERT ORDER  -  SECOND    CLASS I
 AS0915
 AS0915.The horizontal coordinates were scaled from a topographic map and have
 AS0915.an estimated accuracy of +/- 6 seconds.
 AS0915
 AS0915.The orthometric height was determined by differential leveling
 AS0915.and adjusted by the National Geodetic Survey in September 1996..
 AS0915
 AS0915.This Tidal Bench Mark is designated as VM 9897
 AS0915.by the Center for Operational Oceanographic Products and Services.
 AS0915
 AS0915.The geoid height was determined by GEOID03.
 AS0915
 AS0915.The dynamic height is computed by dividing the NAVD 88
 AS0915.geopotential number by the normal gravity value computed on the
 AS0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0915.degrees latitude (g = 980.6199 gals.).
 AS0915
 AS0915.The modeled gravity was interpolated from observed gravity values.
 AS0915
 AS0915;                    North         East    Units  Estimated Accuracy
 AS0915;SPC FL N     -    97,950.      530,420.      MT  (+/- 180 meters Scaled)
 AS0915
 AS0915                          SUPERSEDED SURVEY CONTROL
 AS0915
 AS0915.No superseded survey control is available for this station.
 AS0915
 AS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU718070(NAD 83)
 AS0915_MARKER: DB = BENCH MARK DISK
 AS0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0915_SP_SET: CONCRETE POST
 AS0915_STAMPING: 8853 A 1977 CLB
 AS0915_MARK LOGO: USE   
 AS0915_PROJECTION: PROJECTING 5 CENTIMETERS
 AS0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0915+STABILITY: SURFACE MOTION
 AS0915
 AS0915  HISTORY     - Date     Condition        Report By
 AS0915  HISTORY     - 1977     MONUMENTED       USE
 AS0915  HISTORY     - 1986     GOOD             FLDNR
 AS0915
 AS0915                          STATION DESCRIPTION
 AS0915
 AS0915'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0915'IN WHITE CITY.
 AS0915'THE MARK IS ABOUT 420 FEET NORTH OF THE DRAWBRIDGE OVER THE
 AS0915'INTRACOASTAL WATERWAY, 124.3 FEET SOUTHEAST OF THE CENTERLINE OF
 AS0915'STATE ROAD 79, 34.3 FEET SOUTHEAST OF THE SOUTH CORNER OF A 2-STORY
 AS0915'HOUSE, 1.5 FEET SOUTHWEST OF A UTILITY POLE WITH A METER BOX, 1.2
 AS0915'FEET NORTH OF THE NORTH CORNER OF A CHAIN LINK FENCE, AND 1 FOOT
 AS0915'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0914 ***********************************************************************
 AS0914  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0914  DESIGNATION -  872 8853 B TIDAL
 AS0914  PID         -  AS0914
 AS0914  STATE/COUNTY-  FL/GULF
 AS0914  USGS QUAD   -  WHITE CITY (1982)
 AS0914
 AS0914                         *CURRENT SURVEY CONTROL
 AS0914  ___________________________________________________________________
 AS0914* NAD 83(1986)-  29 52 51.     (N)    085 13 17.     (W)     SCALED    
 AS0914* NAVD 88     -         1.260  (meters)       4.13   (feet)  ADJUSTED  
 AS0914  ___________________________________________________________________
 AS0914  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AS0914  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 AS0914  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 AS0914
 AS0914  VERT ORDER  -  SECOND    CLASS I
 AS0914
 AS0914.The horizontal coordinates were scaled from a topographic map and have
 AS0914.an estimated accuracy of +/- 6 seconds.
 AS0914
 AS0914.The orthometric height was determined by differential leveling
 AS0914.and adjusted by the National Geodetic Survey in September 1996..
 AS0914
 AS0914.This Tidal Bench Mark is designated as VM 9898
 AS0914.by the Center for Operational Oceanographic Products and Services.
 AS0914
 AS0914.The geoid height was determined by GEOID03.
 AS0914
 AS0914.The dynamic height is computed by dividing the NAVD 88
 AS0914.geopotential number by the normal gravity value computed on the
 AS0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0914.degrees latitude (g = 980.6199 gals.).
 AS0914
 AS0914.The modeled gravity was interpolated from observed gravity values.
 AS0914
 AS0914;                    North         East    Units  Estimated Accuracy
 AS0914;SPC FL N     -    97,860.      530,320.      MT  (+/- 180 meters Scaled)
 AS0914
 AS0914                          SUPERSEDED SURVEY CONTROL
 AS0914
 AS0914.No superseded survey control is available for this station.
 AS0914
 AS0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU717069(NAD 83)
 AS0914_MARKER: DB = BENCH MARK DISK
 AS0914_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0914_SP_SET: COPPER-CLAD STEEL ROD
 AS0914_STAMPING: 8853 B 1977 CLB
 AS0914_MARK LOGO: FLDNR 
 AS0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0914
 AS0914  HISTORY     - Date     Condition        Report By
 AS0914  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0914  HISTORY     - 1986     GOOD             FLDNR
 AS0914
 AS0914                          STATION DESCRIPTION
 AS0914
 AS0914'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0914'IN WHITE CITY.
 AS0914'THE MARK IS NEAR THE NORTH CORNER OF THE DRAWBRIDGE OVER THE
 AS0914'INTRACOASTAL WATERWAY, 50.9 FEET NORTHWEST OF THE CENTERLINE OF STATE
 AS0914'ROAD 79, 30 FEET NORTHEAST OF A POWER POLE WITH THREE TRANSFORMERS,
 AS0914'54 FEET SOUTH OF THE NORTHWEST BRIDGE BARRICADE, AND 1.5 FEET
 AS0914'SOUTHWEST OF A WITNESS POST.
 AS0914'THE MARK IS 15 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0916 ***********************************************************************
 AS0916  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0916  DESIGNATION -  872 8853 C TIDAL
 AS0916  PID         -  AS0916
 AS0916  STATE/COUNTY-  FL/GULF
 AS0916  USGS QUAD   -  WHITE CITY (1982)
 AS0916
 AS0916                         *CURRENT SURVEY CONTROL
 AS0916  ___________________________________________________________________
 AS0916* NAD 83(1986)-  29 52 57.     (N)    085 13 17.     (W)     SCALED    
 AS0916* NAVD 88     -         2.461  (meters)       8.07   (feet)  ADJUSTED  
 AS0916  ___________________________________________________________________
 AS0916  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AS0916  DYNAMIC HT  -           2.458 (meters)       8.06  (feet)  COMP
 AS0916  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 AS0916
 AS0916  VERT ORDER  -  SECOND    CLASS I
 AS0916
 AS0916.The horizontal coordinates were scaled from a topographic map and have
 AS0916.an estimated accuracy of +/- 6 seconds.
 AS0916
 AS0916.The orthometric height was determined by differential leveling
 AS0916.and adjusted by the National Geodetic Survey in September 1996..
 AS0916
 AS0916.This Tidal Bench Mark is designated as VM 9899
 AS0916.by the Center for Operational Oceanographic Products and Services.
 AS0916
 AS0916.The geoid height was determined by GEOID03.
 AS0916
 AS0916.The dynamic height is computed by dividing the NAVD 88
 AS0916.geopotential number by the normal gravity value computed on the
 AS0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0916.degrees latitude (g = 980.6199 gals.).
 AS0916
 AS0916.The modeled gravity was interpolated from observed gravity values.
 AS0916
 AS0916;                    North         East    Units  Estimated Accuracy
 AS0916;SPC FL N     -    98,040.      530,320.      MT  (+/- 180 meters Scaled)
 AS0916
 AS0916                          SUPERSEDED SURVEY CONTROL
 AS0916
 AS0916.No superseded survey control is available for this station.
 AS0916
 AS0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU717070(NAD 83)
 AS0916_MARKER: DB = BENCH MARK DISK
 AS0916_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0916_SP_SET: COPPER-CLAD STEEL ROD
 AS0916_STAMPING: 8853 C 1977 CLB
 AS0916_MARK LOGO: FLDNR 
 AS0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0916
 AS0916  HISTORY     - Date     Condition        Report By
 AS0916  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0916  HISTORY     - 1986     GOOD             FLDNR
 AS0916
 AS0916                          STATION DESCRIPTION
 AS0916
 AS0916'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0916'IN WHITE CITY.
 AS0916'THE MARK IS 0.1 MILE NORTH OF THE DRAWBRIDGE OVER THE INTRACOASTAL
 AS0916'WATERWAY, AT THE INTERSECTION OF SEALEY DRIVE AND STATE ROAD 79, 63.3
 AS0916'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF
 AS0916'THE CENTERLINE OF SEALY DRIVE, 6.3 FEET NORTHEAST OF A POWER POLE,
 AS0916'1.6 FEET NORTHEAST OF A WITNESS POST , AND IS 15 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0304 ***********************************************************************
 AS0304  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0304  DESIGNATION -  872 8912 TIDAL 1
 AS0304  PID         -  AS0304
 AS0304  STATE/COUNTY-  FL/GULF
 AS0304  USGS QUAD   -  PORT ST JOE (1992)
 AS0304
 AS0304                         *CURRENT SURVEY CONTROL
 AS0304  ___________________________________________________________________
 AS0304* NAD 83(1986)-  29 49 03.     (N)    085 18 44.     (W)     SCALED    
 AS0304* NAVD 88     -         3.416  (meters)      11.21   (feet)  ADJUSTED  
 AS0304  ___________________________________________________________________
 AS0304  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0304  DYNAMIC HT  -           3.412 (meters)      11.19  (feet)  COMP
 AS0304  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 AS0304
 AS0304  VERT ORDER  -  SECOND    CLASS I
 AS0304
 AS0304.The horizontal coordinates were scaled from a topographic map and have
 AS0304.an estimated accuracy of +/- 6 seconds.
 AS0304
 AS0304.The orthometric height was determined by differential leveling
 AS0304.and adjusted by the National Geodetic Survey in June 1991..
 AS0304
 AS0304.This Tidal Bench Mark is designated as VM 9900
 AS0304.by the Center for Operational Oceanographic Products and Services.
 AS0304
 AS0304.The geoid height was determined by GEOID03.
 AS0304
 AS0304.The dynamic height is computed by dividing the NAVD 88
 AS0304.geopotential number by the normal gravity value computed on the
 AS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0304.degrees latitude (g = 980.6199 gals.).
 AS0304
 AS0304.The modeled gravity was interpolated from observed gravity values.
 AS0304
 AS0304;                    North         East    Units  Estimated Accuracy
 AS0304;SPC FL N     -    90,900.      521,490.      MT  (+/- 180 meters Scaled)
 AS0304
 AS0304                          SUPERSEDED SURVEY CONTROL
 AS0304
 AS0304.No superseded survey control is available for this station.
 AS0304
 AS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT630997(NAD 83)
 AS0304_MARKER: DJ = TIDAL STATION DISK
 AS0304_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AS0304_SP_SET: CONCRETE BULKHEAD
 AS0304_STAMPING: NO 1 1975
 AS0304_MARK LOGO: NOS   
 AS0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0304
 AS0304  HISTORY     - Date     Condition        Report By
 AS0304  HISTORY     - 1975     MONUMENTED       NGS
 AS0304  HISTORY     - 1976     GOOD             NGS
 AS0304  HISTORY     - 1985     GOOD             FLDNR
 AS0304  HISTORY     - 19910621 GOOD             USPSQD
 AS0304  HISTORY     - 19940901 GOOD             USPSQD
 AS0304
 AS0304                          STATION DESCRIPTION
 AS0304
 AS0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0304'IN PORT ST JOE.
 AS0304'BEGINNING AT THE INTERSECTION OF SR 6 AND U.S. 98/SR 10 PROCEED NORTH
 AS0304'A DISTANCE OF 0.4 MILES TO A DIRT ROAD.  THENCE WEST ON THE DIRT ROAD
 AS0304'0.4 MILES TO ST. JOSEPH BAY AND BENCH MARK.  THE BENCH MARK IS LOCATED
 AS0304'IN THE TOP OF THE CONCRETE SEAWALL, 29.2 FEET NORTH OF THE TIDE STAFF,
 AS0304'1.1 FEET TO WEST EDGE OF SEAWALL, 43.4 FEET SOUTHWEST OF FIRE STATION
 AS0304'NO. 34, 59.8 FEET EAST OF SOUTHEAST CORNER OF CONCRETE BASE BUILDING.
 AS0304'SECTION 1, T 8S, R 11W.
 AS0304
 AS0304                          STATION RECOVERY (1985)
 AS0304
 AS0304'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0304'RECOVERED IN GOOD CONDITION.
 AS0304
 AS0304                          STATION RECOVERY (1991)
 AS0304
 AS0304'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0304'RECOVERED IN GOOD CONDITION.
 AS0304
 AS0304                          STATION RECOVERY (1994)
 AS0304
 AS0304'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0305 ***********************************************************************
 AS0305  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0305  DESIGNATION -  872 8912 TIDAL 2
 AS0305  PID         -  AS0305
 AS0305  STATE/COUNTY-  FL/GULF
 AS0305  USGS QUAD   -  PORT ST JOE (1992)
 AS0305
 AS0305                         *CURRENT SURVEY CONTROL
 AS0305  ___________________________________________________________________
 AS0305* NAD 83(1986)-  29 49 03.     (N)    085 18 39.     (W)     SCALED    
 AS0305* NAVD 88     -         2.440  (meters)       8.01   (feet)  ADJUSTED  
 AS0305  ___________________________________________________________________
 AS0305  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0305  DYNAMIC HT  -           2.437 (meters)       8.00  (feet)  COMP
 AS0305  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 AS0305
 AS0305  VERT ORDER  -  SECOND    CLASS I
 AS0305
 AS0305.The horizontal coordinates were scaled from a topographic map and have
 AS0305.an estimated accuracy of +/- 6 seconds.
 AS0305
 AS0305.The orthometric height was determined by differential leveling
 AS0305.and adjusted by the National Geodetic Survey in June 1991..
 AS0305.WARNING-Repeat measurements at this control monument indicate possible
 AS0305.vertical movement.
 AS0305
 AS0305.This Tidal Bench Mark is designated as VM 9901
 AS0305.by the Center for Operational Oceanographic Products and Services.
 AS0305
 AS0305.The geoid height was determined by GEOID03.
 AS0305
 AS0305.The dynamic height is computed by dividing the NAVD 88
 AS0305.geopotential number by the normal gravity value computed on the
 AS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0305.degrees latitude (g = 980.6199 gals.).
 AS0305
 AS0305.The modeled gravity was interpolated from observed gravity values.
 AS0305
 AS0305;                    North         East    Units  Estimated Accuracy
 AS0305;SPC FL N     -    90,900.      521,630.      MT  (+/- 180 meters Scaled)
 AS0305
 AS0305                          SUPERSEDED SURVEY CONTROL
 AS0305
 AS0305.No superseded survey control is available for this station.
 AS0305
 AS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT632997(NAD 83)
 AS0305_MARKER: DJ = TIDAL STATION DISK
 AS0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0305_SP_SET: CONCRETE VALVE BOX
 AS0305_STAMPING: NO 2 1975
 AS0305_MARK LOGO: NOS   
 AS0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0305
 AS0305  HISTORY     - Date     Condition        Report By
 AS0305  HISTORY     - 1975     MONUMENTED       NGS
 AS0305  HISTORY     - 1976     GOOD             NGS
 AS0305  HISTORY     - 1985     GOOD             FLDNR
 AS0305  HISTORY     - 19910621 GOOD             USPSQD
 AS0305  HISTORY     - 19940901 GOOD             USPSQD
 AS0305
 AS0305                          STATION DESCRIPTION
 AS0305
 AS0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0305'IN PORT ST JOE.
 AS0305'BEGINNING AT THE INTERSECTION OF SR 6 AND U.S. 98/SR 10, PROCEED NORTH
 AS0305'ALONG U.S. 98/SR 10 A DISTANCE OF 0.4 MILES TO A DIRT ROAD. THENCE
 AS0305'WEST ON THE DIRT ROAD 0.3 MILES TO BENCH MARK.  THE BENCH MARK IS
 AS0305'LOCATED IN THE SOUTHWEST CORNER OF A DRAINAGE, 52 FEET NORTH OF NORTH
 AS0305'RAIL OF RAILROAD TRACKS, 53 FEET NORTHEAST OF LIGHT POLE, 38 FEET
 AS0305'SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD TRACKS, 70.7 FEET SOUTHWEST OF
 AS0305'SDOUTHWEST CORNER OF A BRICK BUILDING.  SECTION 1, T 8S, R 11W.
 AS0305
 AS0305                          STATION RECOVERY (1985)
 AS0305
 AS0305'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0305'RECOVERED IN GOOD CONDITION.
 AS0305
 AS0305                          STATION RECOVERY (1991)
 AS0305
 AS0305'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0305'RECOVERED IN GOOD CONDITION.
 AS0305
 AS0305                          STATION RECOVERY (1994)
 AS0305
 AS0305'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0306 ***********************************************************************
 AS0306  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0306  DESIGNATION -  872 8912 TIDAL 3
 AS0306  PID         -  AS0306
 AS0306  STATE/COUNTY-  FL/GULF
 AS0306  USGS QUAD   -  PORT ST JOE (1992)
 AS0306
 AS0306                         *CURRENT SURVEY CONTROL
 AS0306  ___________________________________________________________________
 AS0306* NAD 83(1986)-  29 49 02.     (N)    085 18 34.     (W)     SCALED    
 AS0306* NAVD 88     -         3.694  (meters)      12.12   (feet)  ADJUSTED  
 AS0306  ___________________________________________________________________
 AS0306  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0306  DYNAMIC HT  -           3.689 (meters)      12.10  (feet)  COMP
 AS0306  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 AS0306
 AS0306  VERT ORDER  -  SECOND    CLASS I
 AS0306
 AS0306.The horizontal coordinates were scaled from a topographic map and have
 AS0306.an estimated accuracy of +/- 6 seconds.
 AS0306
 AS0306.The orthometric height was determined by differential leveling
 AS0306.and adjusted by the National Geodetic Survey in June 1991..
 AS0306
 AS0306.This Tidal Bench Mark is designated as VM 9902
 AS0306.by the Center for Operational Oceanographic Products and Services.
 AS0306
 AS0306.The geoid height was determined by GEOID03.
 AS0306
 AS0306.The dynamic height is computed by dividing the NAVD 88
 AS0306.geopotential number by the normal gravity value computed on the
 AS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0306.degrees latitude (g = 980.6199 gals.).
 AS0306
 AS0306.The modeled gravity was interpolated from observed gravity values.
 AS0306
 AS0306;                    North         East    Units  Estimated Accuracy
 AS0306;SPC FL N     -    90,870.      521,760.      MT  (+/- 180 meters Scaled)
 AS0306
 AS0306                          SUPERSEDED SURVEY CONTROL
 AS0306
 AS0306.No superseded survey control is available for this station.
 AS0306
 AS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT633997(NAD 83)
 AS0306_MARKER: DJ = TIDAL STATION DISK
 AS0306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AS0306_SP_SET: CONCRETE STEPS
 AS0306_STAMPING: NO 3 1975
 AS0306_MARK LOGO: NOS   
 AS0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0306
 AS0306  HISTORY     - Date     Condition        Report By
 AS0306  HISTORY     - 1975     MONUMENTED       NGS
 AS0306  HISTORY     - 1976     GOOD             NGS
 AS0306  HISTORY     - 1985     GOOD             FLDNR
 AS0306  HISTORY     - 19910621 GOOD             USPSQD
 AS0306  HISTORY     - 19940901 GOOD             USPSQD
 AS0306
 AS0306                          STATION DESCRIPTION
 AS0306
 AS0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0306'IN PORT ST JOE.
 AS0306'BEGINNING AT THE INTERSECTION OF SR 6 AND U.S. 98/SR 10, PROCEED NORTH
 AS0306'ON U.S. 98/SR 10 A DISTANCE OF 0.4 MILES TO A DIRT ROAD. THENCE WEST
 AS0306'ON DIRT ROAD 0.25 MILES TO ST. JOE CONTAINER BUILDING, THE BENCH MARK
 AS0306'IS LOCATED IN THE STEPS OF THE BUILDING, 9.3 FEET NORTH OF SOUTH WALL,
 AS0306'73.3 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS, 84.3 FEET NORTH OF A
 AS0306'FENCE.  SECTION 1, T 8S, R 11W.
 AS0306
 AS0306                          STATION RECOVERY (1985)
 AS0306
 AS0306'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0306'RECOVERED IN GOOD CONDITION.
 AS0306
 AS0306                          STATION RECOVERY (1991)
 AS0306
 AS0306'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0306'RECOVERED IN GOOD CONDITION.
 AS0306
 AS0306                          STATION RECOVERY (1994)
 AS0306
 AS0306'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0307 ***********************************************************************
 AS0307  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0307  DESIGNATION -  872 8912 TIDAL 4
 AS0307  PID         -  AS0307
 AS0307  STATE/COUNTY-  FL/GULF
 AS0307  USGS QUAD   -  PORT ST JOE (1992)
 AS0307
 AS0307                         *CURRENT SURVEY CONTROL
 AS0307  ___________________________________________________________________
 AS0307* NAD 83(1986)-  29 49 01.     (N)    085 18 20.     (W)     SCALED    
 AS0307* NAVD 88     -         2.358  (meters)       7.74   (feet)  ADJUSTED  
 AS0307  ___________________________________________________________________
 AS0307  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0307  DYNAMIC HT  -           2.355 (meters)       7.73  (feet)  COMP
 AS0307  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AS0307
 AS0307  VERT ORDER  -  SECOND    CLASS I
 AS0307
 AS0307.The horizontal coordinates were scaled from a topographic map and have
 AS0307.an estimated accuracy of +/- 6 seconds.
 AS0307
 AS0307.The orthometric height was determined by differential leveling
 AS0307.and adjusted by the National Geodetic Survey in June 1991..
 AS0307.WARNING-Repeat measurements at this control monument indicate possible
 AS0307.vertical movement.
 AS0307
 AS0307.This Tidal Bench Mark is designated as VM 9903
 AS0307.by the Center for Operational Oceanographic Products and Services.
 AS0307
 AS0307.The geoid height was determined by GEOID03.
 AS0307
 AS0307.The dynamic height is computed by dividing the NAVD 88
 AS0307.geopotential number by the normal gravity value computed on the
 AS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0307.degrees latitude (g = 980.6199 gals.).
 AS0307
 AS0307.The modeled gravity was interpolated from observed gravity values.
 AS0307
 AS0307;                    North         East    Units  Estimated Accuracy
 AS0307;SPC FL N     -    90,830.      522,140.      MT  (+/- 180 meters Scaled)
 AS0307
 AS0307                          SUPERSEDED SURVEY CONTROL
 AS0307
 AS0307.No superseded survey control is available for this station.
 AS0307
 AS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT637997(NAD 83)
 AS0307_MARKER: DJ = TIDAL STATION DISK
 AS0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0307_SP_SET: CONCRETE BOX DRAIN
 AS0307_STAMPING: NO 4 1975
 AS0307_MARK LOGO: NOS   
 AS0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0307
 AS0307  HISTORY     - Date     Condition        Report By
 AS0307  HISTORY     - 1975     MONUMENTED       NGS
 AS0307  HISTORY     - 1976     GOOD             NGS
 AS0307  HISTORY     - 1985     GOOD             FLDNR
 AS0307  HISTORY     - 19910621 GOOD             USPSQD
 AS0307  HISTORY     - 19940901 GOOD             USPSQD
 AS0307  HISTORY     - 19990420 GOOD             USPSQD
 AS0307
 AS0307                          STATION DESCRIPTION
 AS0307
 AS0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0307'IN PORT ST JOE.
 AS0307'BEGINNING AT THE INTERSECTION OF SR 6 AND U.S. 98/SR 10 PROCEED NORTH
 AS0307'ALONG U.S. 98/SR 10 FOR A DISTANCE OF 0.4 MILES TO A DIRT ROAD LEADING
 AS0307'WEST.  THE BENCH MARK IS LOCATED 22.5 FEET SOUTH OF SOUTH RAIL OF
 AS0307'RAILROAD TRACKS, 7 FEET WEST OF EAST EDGE OF SIDEWALK, 13.3 FEET
 AS0307'SOUTHEAST OF TELEPHONE POLE NO. 22, 48 FEET WEST OF CENTER OF HIGHWAY.
 AS0307'SECTION 1, T 8S, R 11W.
 AS0307
 AS0307                          STATION RECOVERY (1985)
 AS0307
 AS0307'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0307'RECOVERED IN GOOD CONDITION.
 AS0307
 AS0307                          STATION RECOVERY (1991)
 AS0307
 AS0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0307'RECOVERED IN GOOD CONDITION.
 AS0307
 AS0307                          STATION RECOVERY (1994)
 AS0307
 AS0307'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0307'RECOVERED IN GOOD CONDITION.
 AS0307
 AS0307                          STATION RECOVERY (1999)
 AS0307
 AS0307'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0308 ***********************************************************************
 AS0308  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0308  DESIGNATION -  872 8912 TIDAL 5
 AS0308  PID         -  AS0308
 AS0308  STATE/COUNTY-  FL/GULF
 AS0308  USGS QUAD   -  PORT ST JOE (1992)
 AS0308
 AS0308                         *CURRENT SURVEY CONTROL
 AS0308  ___________________________________________________________________
 AS0308* NAD 83(1986)-  29 48 59.     (N)    085 18 17.     (W)     SCALED    
 AS0308* NAVD 88     -         2.779  (meters)       9.12   (feet)  ADJUSTED  
 AS0308  ___________________________________________________________________
 AS0308  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AS0308  DYNAMIC HT  -           2.776 (meters)       9.11  (feet)  COMP
 AS0308  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AS0308
 AS0308  VERT ORDER  -  SECOND    CLASS I
 AS0308
 AS0308.The horizontal coordinates were scaled from a topographic map and have
 AS0308.an estimated accuracy of +/- 6 seconds.
 AS0308
 AS0308.The orthometric height was determined by differential leveling
 AS0308.and adjusted by the National Geodetic Survey in June 1991..
 AS0308
 AS0308.This Tidal Bench Mark is designated as VM 9904
 AS0308.by the Center for Operational Oceanographic Products and Services.
 AS0308
 AS0308.The geoid height was determined by GEOID03.
 AS0308
 AS0308.The dynamic height is computed by dividing the NAVD 88
 AS0308.geopotential number by the normal gravity value computed on the
 AS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0308.degrees latitude (g = 980.6199 gals.).
 AS0308
 AS0308.The modeled gravity was interpolated from observed gravity values.
 AS0308
 AS0308;                    North         East    Units  Estimated Accuracy
 AS0308;SPC FL N     -    90,770.      522,220.      MT  (+/- 180 meters Scaled)
 AS0308
 AS0308                          SUPERSEDED SURVEY CONTROL
 AS0308
 AS0308.No superseded survey control is available for this station.
 AS0308
 AS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT638996(NAD 83)
 AS0308_MARKER: DJ = TIDAL STATION DISK
 AS0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0308_SP_SET: CONCRETE POST
 AS0308_STAMPING: NO 5 1975
 AS0308_MARK LOGO: NOS   
 AS0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0308+STABILITY: SURFACE MOTION
 AS0308
 AS0308  HISTORY     - Date     Condition        Report By
 AS0308  HISTORY     - 1975     MONUMENTED       NGS
 AS0308  HISTORY     - 1976     GOOD             NGS
 AS0308  HISTORY     - 1985     GOOD             FLDNR
 AS0308  HISTORY     - 19910621 POOR             USPSQD
 AS0308  HISTORY     - 19940901 GOOD             USPSQD
 AS0308  HISTORY     - 19990420 POOR             USPSQD
 AS0308
 AS0308                          STATION DESCRIPTION
 AS0308
 AS0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0308'IN PORT ST JOE.
 AS0308'BEGINNING AT THE INTERSECTION OF SR 6 AND U.S. 98/SR 10 AT PORT ST.
 AS0308'JOE, GULF COUNTY, FLORIDA, PROCEED NORTH ON U.S. 98/SR 10 A DISTANCE
 AS0308'OF 0.3 MILES TO INTERSECTION OF MONUMENT STREET AND FIRST STREET, THE
 AS0308'BENCH MARK IS LOCATED 60 FEET EAST OF THE CENTER OF MONUMENT STREET,
 AS0308'33 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 109 FEET NORTH
 AS0308'OF THE NORTH EDGE OF THE SIDEWALK ON FIRST STREET.  SET IN THE TOP OF
 AS0308'A 16-INCH ROUND CONCRETE MONUMENT PROJECTING 2 INCHES. SECTION 1, T
 AS0308'8S, R 11W.
 AS0308
 AS0308                          STATION RECOVERY (1985)
 AS0308
 AS0308'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0308'RECOVERED IN GOOD CONDITION.
 AS0308
 AS0308                          STATION RECOVERY (1991)
 AS0308
 AS0308'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0308'MARK RECOVERED IN POOR CONDITION.
 AS0308
 AS0308                          STATION RECOVERY (1994)
 AS0308
 AS0308'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0308'RECOVERED IN GOOD CONDITION.
 AS0308
 AS0308                          STATION RECOVERY (1999)
 AS0308
 AS0308'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0308'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3805 ***********************************************************************
 BE3805  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3805  DESIGNATION -  872 8941 A TIDAL
 BE3805  PID         -  BE3805
 BE3805  STATE/COUNTY-  FL/GULF
 BE3805  USGS QUAD   -  WETAPPO CREEK (1994)
 BE3805
 BE3805                         *CURRENT SURVEY CONTROL
 BE3805  ___________________________________________________________________
 BE3805* NAD 83(1986)-  30 00 07.     (N)    085 20 54.     (W)     SCALED    
 BE3805* NAVD 88     -         3.102  (meters)      10.18   (feet)  ADJUSTED  
 BE3805  ___________________________________________________________________
 BE3805  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BE3805  DYNAMIC HT  -           3.098 (meters)      10.16  (feet)  COMP
 BE3805  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 BE3805
 BE3805  VERT ORDER  -  SECOND    CLASS I
 BE3805
 BE3805.The horizontal coordinates were scaled from a topographic map and have
 BE3805.an estimated accuracy of +/- 6 seconds.
 BE3805
 BE3805.The orthometric height was determined by differential leveling
 BE3805.and adjusted by the National Geodetic Survey in June 1991..
 BE3805
 BE3805.This Tidal Bench Mark is designated as VM 9910
 BE3805.by the Center for Operational Oceanographic Products and Services.
 BE3805
 BE3805.The geoid height was determined by GEOID03.
 BE3805
 BE3805.The dynamic height is computed by dividing the NAVD 88
 BE3805.geopotential number by the normal gravity value computed on the
 BE3805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3805.degrees latitude (g = 980.6199 gals.).
 BE3805
 BE3805.The modeled gravity was interpolated from observed gravity values.
 BE3805
 BE3805;                    North         East    Units  Estimated Accuracy
 BE3805;SPC FL N     -   111,370.      518,150.      MT  (+/- 180 meters Scaled)
 BE3805
 BE3805                          SUPERSEDED SURVEY CONTROL
 BE3805
 BE3805.No superseded survey control is available for this station.
 BE3805
 BE3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU593201(NAD 83)
 BE3805_MARKER: DJ = TIDAL STATION DISK
 BE3805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3805_SP_SET: COPPER-CLAD STEEL ROD
 BE3805_STAMPING: 8941 A 1976
 BE3805_MARK LOGO: NOS   
 BE3805_PROJECTION: FLUSH
 BE3805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3805_ROD/PIPE-DEPTH: 12.2 meters
 BE3805
 BE3805  HISTORY     - Date     Condition        Report By
 BE3805  HISTORY     - 1976     MONUMENTED       NOS
 BE3805  HISTORY     - 1985     GOOD             FLDNR
 BE3805  HISTORY     - 1991     GOOD             USPSQD
 BE3805  HISTORY     - 19940901 GOOD             USPSQD
 BE3805  HISTORY     - 19990420 GOOD             USPSQD
 BE3805
 BE3805                          STATION DESCRIPTION
 BE3805
 BE3805'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3805'7.2 MI NORTH FROM MEXICO BEACH.
 BE3805'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO
 BE3805'6.95 MILES NORTH ON STATE ROAD 386 TO A PAVED ROAD TO WETAPPO
 BE3805'LANDING, GO 0.2 MILE NORTH ON THE PAVED ROAD TO THE LAST DIRT ROAD
 BE3805'LEADING WEST, GO 0.05 MILE WEST ON THE DIRT ROAD TO THE FIRST HOUSE
 BE3805'ON THE RIGHT AND THE MARK.  THE MARK IS NEAR THE NORTHEAST CORNER OF
 BE3805'THE PROPERTY, 140 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 54.5
 BE3805'FEET NORTH OF THE NORTHEAST CORNER OF THE PORCH OF A SMALL WOOD
 BE3805'BUILDING, AND 1 FOOT WEST OF A LIGHT POLE WITH A WITNESS SIGN
 BE3805'ATTACHED.
 BE3805
 BE3805                          STATION RECOVERY (1991)
 BE3805
 BE3805'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 BE3805'RECOVERED IN GOOD CONDITION.
 BE3805
 BE3805                          STATION RECOVERY (1994)
 BE3805
 BE3805'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3805'RECOVERED IN GOOD CONDITION.
 BE3805
 BE3805                          STATION RECOVERY (1999)
 BE3805
 BE3805'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3804 ***********************************************************************
 BE3804  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3804  DESIGNATION -  872 8941 B TIDAL
 BE3804  PID         -  BE3804
 BE3804  STATE/COUNTY-  FL/GULF
 BE3804  USGS QUAD   -  WETAPPO CREEK (1994)
 BE3804
 BE3804                         *CURRENT SURVEY CONTROL
 BE3804  ___________________________________________________________________
 BE3804* NAD 83(1986)-  30 00 07.     (N)    085 20 52.     (W)     SCALED    
 BE3804* NAVD 88     -         1.359  (meters)       4.46   (feet)  ADJUSTED  
 BE3804  ___________________________________________________________________
 BE3804  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BE3804  DYNAMIC HT  -           1.357 (meters)       4.45  (feet)  COMP
 BE3804  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 BE3804
 BE3804  VERT ORDER  -  SECOND    CLASS I
 BE3804
 BE3804.The horizontal coordinates were scaled from a topographic map and have
 BE3804.an estimated accuracy of +/- 6 seconds.
 BE3804
 BE3804.The orthometric height was determined by differential leveling
 BE3804.and adjusted by the National Geodetic Survey in June 1991..
 BE3804
 BE3804.This Tidal Bench Mark is designated as VM 9911
 BE3804.by the Center for Operational Oceanographic Products and Services.
 BE3804
 BE3804.The geoid height was determined by GEOID03.
 BE3804
 BE3804.The dynamic height is computed by dividing the NAVD 88
 BE3804.geopotential number by the normal gravity value computed on the
 BE3804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3804.degrees latitude (g = 980.6199 gals.).
 BE3804
 BE3804.The modeled gravity was interpolated from observed gravity values.
 BE3804
 BE3804;                    North         East    Units  Estimated Accuracy
 BE3804;SPC FL N     -   111,370.      518,210.      MT  (+/- 180 meters Scaled)
 BE3804
 BE3804                          SUPERSEDED SURVEY CONTROL
 BE3804
 BE3804.No superseded survey control is available for this station.
 BE3804
 BE3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU593201(NAD 83)
 BE3804_MARKER: DJ = TIDAL STATION DISK
 BE3804_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3804_SP_SET: COPPER-CLAD STEEL ROD
 BE3804_STAMPING: 8941 B 1976
 BE3804_MARK LOGO: NOS   
 BE3804_PROJECTION: FLUSH
 BE3804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3804_ROD/PIPE-DEPTH: 12.2 meters
 BE3804
 BE3804  HISTORY     - Date     Condition        Report By
 BE3804  HISTORY     - 1976     MONUMENTED       NOS
 BE3804  HISTORY     - 1985     GOOD             FLDNR
 BE3804  HISTORY     - 1991     GOOD             USPSQD
 BE3804  HISTORY     - 19940901 GOOD             USPSQD
 BE3804  HISTORY     - 19990420 GOOD             USPSQD
 BE3804
 BE3804                          STATION DESCRIPTION
 BE3804
 BE3804'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3804'7.15 MI NORTH FROM MEXICO BEACH.
 BE3804'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO
 BE3804'6.95 MILES NORTH ON STATE ROAD 386 TO A PAVED ROAD TO WETAPPO
 BE3804'LANDING, GO 0.2 MILE NORTH ON THE PAVED ROAD TO A BOAT LAUNCH AND THE
 BE3804'MARK.  THE MARK BEARS 40.2 FEET NORTH OF THE CENTERLINE OF THE ROAD
 BE3804'TO THE BOAT RAMP, 23 FEET EAST OF THE CENTERLINE OF THE BOAT RAMP,
 BE3804'AND1.5 FEET NORTH-NORTHEAST OF A POWER POLE WITH A WITNESS SIGN
 BE3804'ATTACHED.
 BE3804
 BE3804                          STATION RECOVERY (1991)
 BE3804
 BE3804'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 BE3804'RECOVERED IN GOOD CONDITION.
 BE3804
 BE3804                          STATION RECOVERY (1994)
 BE3804
 BE3804'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3804'RECOVERED IN GOOD CONDITION.
 BE3804
 BE3804                          STATION RECOVERY (1999)
 BE3804
 BE3804'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3806 ***********************************************************************
 BE3806  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3806  DESIGNATION -  872 8941 C TIDAL
 BE3806  PID         -  BE3806
 BE3806  STATE/COUNTY-  FL/GULF
 BE3806  USGS QUAD   -  WETAPPO CREEK (1994)
 BE3806
 BE3806                         *CURRENT SURVEY CONTROL
 BE3806  ___________________________________________________________________
 BE3806* NAD 83(1986)-  30 00 05.     (N)    085 20 56.     (W)     SCALED    
 BE3806* NAVD 88     -         3.782  (meters)      12.41   (feet)  ADJUSTED  
 BE3806  ___________________________________________________________________
 BE3806  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BE3806  DYNAMIC HT  -           3.777 (meters)      12.39  (feet)  COMP
 BE3806  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 BE3806
 BE3806  VERT ORDER  -  SECOND    CLASS I
 BE3806
 BE3806.The horizontal coordinates were scaled from a topographic map and have
 BE3806.an estimated accuracy of +/- 6 seconds.
 BE3806
 BE3806.The orthometric height was determined by differential leveling
 BE3806.and adjusted by the National Geodetic Survey in June 1991..
 BE3806
 BE3806.This Tidal Bench Mark is designated as VM 9912
 BE3806.by the Center for Operational Oceanographic Products and Services.
 BE3806
 BE3806.The geoid height was determined by GEOID03.
 BE3806
 BE3806.The dynamic height is computed by dividing the NAVD 88
 BE3806.geopotential number by the normal gravity value computed on the
 BE3806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3806.degrees latitude (g = 980.6199 gals.).
 BE3806
 BE3806.The modeled gravity was interpolated from observed gravity values.
 BE3806
 BE3806;                    North         East    Units  Estimated Accuracy
 BE3806;SPC FL N     -   111,310.      518,100.      MT  (+/- 180 meters Scaled)
 BE3806
 BE3806                          SUPERSEDED SURVEY CONTROL
 BE3806
 BE3806.No superseded survey control is available for this station.
 BE3806
 BE3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU592200(NAD 83)
 BE3806_MARKER: DJ = TIDAL STATION DISK
 BE3806_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3806_SP_SET: COPPER-CLAD STEEL ROD
 BE3806_STAMPING: 8941 C 1976
 BE3806_MARK LOGO: NOS   
 BE3806_PROJECTION: RECESSED 3 CENTIMETERS
 BE3806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3806_ROD/PIPE-DEPTH: 12.2 meters
 BE3806
 BE3806  HISTORY     - Date     Condition        Report By
 BE3806  HISTORY     - 1976     MONUMENTED       NOS
 BE3806  HISTORY     - 1985     GOOD             FLDNR
 BE3806  HISTORY     - 1991     GOOD             USPSQD
 BE3806  HISTORY     - 19940901 GOOD             USPSQD
 BE3806  HISTORY     - 19990420 GOOD             USPSQD
 BE3806
 BE3806                          STATION DESCRIPTION
 BE3806
 BE3806'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3806'7.25 MI NORTH FROM MEXICO BEACH.
 BE3806'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO
 BE3806'6.95 MILES NORTH ON STATE ROAD 386 TO A PAVED ROAD TO WETAPPO
 BE3806'LANDING, GO 0.2 MILE NORTH ON THE PAVED ROAD TO THE LAST DIRT ROAD
 BE3806'LEADING WEST, GO 0.1 MILE WEST ON THE DIRT ROAD TO THE FIRST HOUSE ON
 BE3806'THE LEFT AND THE MARK.  THE MARK IS NEAR THE NORTHWEST CORNER OF THE
 BE3806'PROPERTY, 29.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 BE3806'WEST OF THE NORTHWEST CORNER OF A STEEL FENCE, 2.1 FEET
 BE3806'WEST-SOUTHWEST OF POWER POLE 7, AND 62.5 FEET EAST-NORTHEAST OF THE
 BE3806'NORTHEAST CORNER OF A MOBILE HOME.
 BE3806
 BE3806                          STATION RECOVERY (1991)
 BE3806
 BE3806'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 BE3806'RECOVERED IN GOOD CONDITION.
 BE3806
 BE3806                          STATION RECOVERY (1994)
 BE3806
 BE3806'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3806'RECOVERED IN GOOD CONDITION.
 BE3806
 BE3806                          STATION RECOVERY (1999)
 BE3806
 BE3806'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0861 ***********************************************************************
 AS0861  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0861  DESIGNATION -  872 8941 D TIDAL
 AS0861  PID         -  AS0861
 AS0861  STATE/COUNTY-  FL/GULF
 AS0861  USGS QUAD   -  OVERSTREET (1982)
 AS0861
 AS0861                         *CURRENT SURVEY CONTROL
 AS0861  ___________________________________________________________________
 AS0861* NAD 83(1986)-  29 59 51.     (N)    085 20 52.     (W)     SCALED    
 AS0861* NAVD 88     -         4.215  (meters)      13.83   (feet)  ADJUSTED  
 AS0861  ___________________________________________________________________
 AS0861  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AS0861  DYNAMIC HT  -           4.209 (meters)      13.81  (feet)  COMP
 AS0861  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 AS0861
 AS0861  VERT ORDER  -  SECOND    CLASS I
 AS0861
 AS0861.The horizontal coordinates were scaled from a topographic map and have
 AS0861.an estimated accuracy of +/- 6 seconds.
 AS0861
 AS0861.The orthometric height was determined by differential leveling
 AS0861.and adjusted by the National Geodetic Survey in June 1991..
 AS0861
 AS0861.This Tidal Bench Mark is designated as VM 9913
 AS0861.by the Center for Operational Oceanographic Products and Services.
 AS0861
 AS0861.The geoid height was determined by GEOID03.
 AS0861
 AS0861.The dynamic height is computed by dividing the NAVD 88
 AS0861.geopotential number by the normal gravity value computed on the
 AS0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0861.degrees latitude (g = 980.6199 gals.).
 AS0861
 AS0861.The modeled gravity was interpolated from observed gravity values.
 AS0861
 AS0861;                    North         East    Units  Estimated Accuracy
 AS0861;SPC FL N     -   110,870.      518,200.      MT  (+/- 180 meters Scaled)
 AS0861
 AS0861                          SUPERSEDED SURVEY CONTROL
 AS0861
 AS0861.No superseded survey control is available for this station.
 AS0861
 AS0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU593196(NAD 83)
 AS0861_MARKER: DJ = TIDAL STATION DISK
 AS0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0861_SP_SET: COPPER-CLAD STEEL ROD
 AS0861_STAMPING: 8941 D 1976
 AS0861_MARK LOGO: NOS   
 AS0861_PROJECTION: FLUSH
 AS0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0861_ROD/PIPE-DEPTH: 12.2 meters
 AS0861
 AS0861  HISTORY     - Date     Condition        Report By
 AS0861  HISTORY     - 1976     MONUMENTED       NOS
 AS0861  HISTORY     - 1985     GOOD             FLDNR
 AS0861  HISTORY     - 1991     GOOD             USPSQD
 AS0861  HISTORY     - 19940901 GOOD             USPSQD
 AS0861  HISTORY     - 19990420 GOOD             USPSQD
 AS0861
 AS0861                          STATION DESCRIPTION
 AS0861
 AS0861'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0861'6.95 MI NORTH FROM MEXICO BEACH.
 AS0861'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO
 AS0861'6.95 MILES NORTH ON STATE ROAD 386 TO A PAVED ROAD TO WETAPPO
 AS0861'LANDING, AND THE MARK.  THE MARK BEARS 54 FEET EAST OF THE CENTERLINE
 AS0861'OF THE PAVED ROAD, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10
 AS0861'FEET SOUTH OF A BARBWIRE FENCE, AND 1 FOOT SOUTH OF A WITNESS POST.
 AS0861
 AS0861                          STATION RECOVERY (1991)
 AS0861
 AS0861'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0861'RECOVERED IN GOOD CONDITION.
 AS0861
 AS0861                          STATION RECOVERY (1994)
 AS0861
 AS0861'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0861'RECOVERED IN GOOD CONDITION.
 AS0861
 AS0861                          STATION RECOVERY (1999)
 AS0861
 AS0861'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0862 ***********************************************************************
 AS0862  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0862  DESIGNATION -  872 8941 E TIDAL
 AS0862  PID         -  AS0862
 AS0862  STATE/COUNTY-  FL/GULF
 AS0862  USGS QUAD   -  OVERSTREET (1982)
 AS0862
 AS0862                         *CURRENT SURVEY CONTROL
 AS0862  ___________________________________________________________________
 AS0862* NAD 83(1986)-  29 59 51.     (N)    085 20 48.     (W)     SCALED    
 AS0862* NAVD 88     -         4.391  (meters)      14.41   (feet)  ADJUSTED  
 AS0862  ___________________________________________________________________
 AS0862  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AS0862  DYNAMIC HT  -           4.385 (meters)      14.39  (feet)  COMP
 AS0862  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 AS0862
 AS0862  VERT ORDER  -  SECOND    CLASS I
 AS0862
 AS0862.The horizontal coordinates were scaled from a topographic map and have
 AS0862.an estimated accuracy of +/- 6 seconds.
 AS0862
 AS0862.The orthometric height was determined by differential leveling
 AS0862.and adjusted by the National Geodetic Survey in June 1991..
 AS0862
 AS0862.This Tidal Bench Mark is designated as VM 9914
 AS0862.by the Center for Operational Oceanographic Products and Services.
 AS0862
 AS0862.The geoid height was determined by GEOID03.
 AS0862
 AS0862.The dynamic height is computed by dividing the NAVD 88
 AS0862.geopotential number by the normal gravity value computed on the
 AS0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0862.degrees latitude (g = 980.6199 gals.).
 AS0862
 AS0862.The modeled gravity was interpolated from observed gravity values.
 AS0862
 AS0862;                    North         East    Units  Estimated Accuracy
 AS0862;SPC FL N     -   110,870.      518,310.      MT  (+/- 180 meters Scaled)
 AS0862
 AS0862                          SUPERSEDED SURVEY CONTROL
 AS0862
 AS0862.No superseded survey control is available for this station.
 AS0862
 AS0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU594196(NAD 83)
 AS0862_MARKER: DJ = TIDAL STATION DISK
 AS0862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0862_SP_SET: COPPER-CLAD STEEL ROD
 AS0862_STAMPING: 8791 E 1976
 AS0862_MARK LOGO: NOS   
 AS0862_PROJECTION: PROJECTING 5 CENTIMETERS
 AS0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0862_ROD/PIPE-DEPTH: 12.2 meters
 AS0862
 AS0862  HISTORY     - Date     Condition        Report By
 AS0862  HISTORY     - 1976     MONUMENTED       NOS
 AS0862  HISTORY     - 1985     GOOD             FLDNR
 AS0862  HISTORY     - 1991     GOOD             USPSQD
 AS0862  HISTORY     - 19940901 GOOD             USPSQD
 AS0862  HISTORY     - 19990420 GOOD             USPSQD
 AS0862
 AS0862                          STATION DESCRIPTION
 AS0862
 AS0862'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0862'7.0 MI NORTH FROM MEXICO BEACH.
 AS0862'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 7.0
 AS0862'MILES NORTH ON STATE ROAD 386 TO THE MARK.  THE MARK BEARS 41.6 FEET
 AS0862'NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROAD 386, 2.9 FEET
 AS0862'SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED AND 0.05 MILE
 AS0862'EAST OF THE JUNCTION OF THE PAVED ROAD TO WETAPPO LANDING.  NOTE THE
 AS0862'STAMPING ON THE MARK DOES NOT MATCH THE DESIGNATION FOR THE TIDE
 AS0862'STATION.
 AS0862
 AS0862                          STATION RECOVERY (1991)
 AS0862
 AS0862'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0862'RECOVERED IN GOOD CONDITION.
 AS0862
 AS0862                          STATION RECOVERY (1994)
 AS0862
 AS0862'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0862'RECOVERED IN GOOD CONDITION.
 AS0862
 AS0862                          STATION RECOVERY (1999)
 AS0862
 AS0862'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0925 ***********************************************************************
 AS0925  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0925  DESIGNATION -  872 8942 C TIDAL
 AS0925  PID         -  AS0925
 AS0925  STATE/COUNTY-  FL/GULF
 AS0925  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0925
 AS0925                         *CURRENT SURVEY CONTROL
 AS0925  ___________________________________________________________________
 AS0925* NAD 83(1986)-  29 40 13.     (N)    085 21 25.     (W)     SCALED    
 AS0925* NAVD 88     -         1.384  (meters)       4.54   (feet)  ADJUSTED  
 AS0925  ___________________________________________________________________
 AS0925  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0925  DYNAMIC HT  -           1.382 (meters)       4.53  (feet)  COMP
 AS0925  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 AS0925
 AS0925  VERT ORDER  -  SECOND    CLASS I
 AS0925
 AS0925.The horizontal coordinates were scaled from a topographic map and have
 AS0925.an estimated accuracy of +/- 6 seconds.
 AS0925
 AS0925.The orthometric height was determined by differential leveling
 AS0925.and adjusted by the National Geodetic Survey in September 1996..
 AS0925
 AS0925.This Tidal Bench Mark is designated as VM 9907
 AS0925.by the Center for Operational Oceanographic Products and Services.
 AS0925
 AS0925.The geoid height was determined by GEOID03.
 AS0925
 AS0925.The dynamic height is computed by dividing the NAVD 88
 AS0925.geopotential number by the normal gravity value computed on the
 AS0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0925.degrees latitude (g = 980.6199 gals.).
 AS0925
 AS0925.The modeled gravity was interpolated from observed gravity values.
 AS0925
 AS0925;                    North         East    Units  Estimated Accuracy
 AS0925;SPC FL N     -    74,610.      517,050.      MT  (+/- 180 meters Scaled)
 AS0925
 AS0925                          SUPERSEDED SURVEY CONTROL
 AS0925
 AS0925.No superseded survey control is available for this station.
 AS0925
 AS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT590833(NAD 83)
 AS0925_MARKER: DJ = TIDAL STATION DISK
 AS0925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0925_SP_SET: STAINLESS STEEL ROD
 AS0925_STAMPING: 8942 C 1977
 AS0925_MARK LOGO: NOS   
 AS0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0925
 AS0925  HISTORY     - Date     Condition        Report By
 AS0925  HISTORY     - 1977     MONUMENTED       NOS
 AS0925  HISTORY     - 1986     GOOD             FLDNR
 AS0925
 AS0925                          STATION DESCRIPTION
 AS0925
 AS0925'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0925'12.7 MI SW FROM PORT ST JOE.
 AS0925'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTH ON U.S.
 AS0925'HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO COUNTY
 AS0925'ROAD C-30E, GO 2.8 MILES WEST ON C-30E TO THE PAVED ROAD TO A U.S.
 AS0925'AIR FORCE-COAST GUARD INSTALLATION AND THE MARK VICINITY.  THE MARK
 AS0925'BEARS 503 FEET NORTHEAST OF THE LORAN TOWER, 183 FEET NORTHWEST OF
 AS0925'THE BASE FOR A FLAGPOLE, 89 FEET NORTH OF THE NORTHWEST CORNER OF A
 AS0925'SMALL BUILDING AND 1.5 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0924 ***********************************************************************
 AS0924  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0924  DESIGNATION -  872 8942 D TIDAL
 AS0924  PID         -  AS0924
 AS0924  STATE/COUNTY-  FL/GULF
 AS0924  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0924
 AS0924                         *CURRENT SURVEY CONTROL
 AS0924  ___________________________________________________________________
 AS0924* NAD 83(1986)-  29 40 11.     (N)    085 21 21.     (W)     SCALED    
 AS0924* NAVD 88     -         1.636  (meters)       5.37   (feet)  ADJUSTED  
 AS0924  ___________________________________________________________________
 AS0924  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0924  DYNAMIC HT  -           1.634 (meters)       5.36  (feet)  COMP
 AS0924  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 AS0924
 AS0924  VERT ORDER  -  SECOND    CLASS I
 AS0924
 AS0924.The horizontal coordinates were scaled from a topographic map and have
 AS0924.an estimated accuracy of +/- 6 seconds.
 AS0924
 AS0924.The orthometric height was determined by differential leveling
 AS0924.and adjusted by the National Geodetic Survey in September 1996..
 AS0924
 AS0924.This Tidal Bench Mark is designated as VM 9908
 AS0924.by the Center for Operational Oceanographic Products and Services.
 AS0924
 AS0924.The geoid height was determined by GEOID03.
 AS0924
 AS0924.The dynamic height is computed by dividing the NAVD 88
 AS0924.geopotential number by the normal gravity value computed on the
 AS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0924.degrees latitude (g = 980.6199 gals.).
 AS0924
 AS0924.The modeled gravity was interpolated from observed gravity values.
 AS0924
 AS0924;                    North         East    Units  Estimated Accuracy
 AS0924;SPC FL N     -    74,550.      517,150.      MT  (+/- 180 meters Scaled)
 AS0924
 AS0924                          SUPERSEDED SURVEY CONTROL
 AS0924
 AS0924.No superseded survey control is available for this station.
 AS0924
 AS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT591833(NAD 83)
 AS0924_MARKER: DJ = TIDAL STATION DISK
 AS0924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0924_SP_SET: STAINLESS STEEL ROD
 AS0924_STAMPING: 8942 D 1977
 AS0924_MARK LOGO: NOS   
 AS0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0924
 AS0924  HISTORY     - Date     Condition        Report By
 AS0924  HISTORY     - 1977     MONUMENTED       NOS
 AS0924  HISTORY     - 1986     GOOD             FLDNR
 AS0924
 AS0924                          STATION DESCRIPTION
 AS0924
 AS0924'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0924'12.7 MI SW FROM PORT ST JOE.
 AS0924'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0924'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0924'COUNTY ROAD C-30E, GO 2.8 MILES WEST ON C-30E TO THE PAVED ROAD TO A
 AS0924'U.S. AIR FORCE-COAST GUARD INSTALLATION AND THE MARK VICINITY.  THE
 AS0924'MARK BEARS 82.1 FEET SOUTHWEST OF THE Y-JUNCTION OF THE ENTRANCE ROAD
 AS0924'TO THE INSTALLATION AND THE ACCESS ROAD TO THE BEACH, 36.9 FEET WEST
 AS0924'OF GUY POLE 5-10583, 157.6 FEET EAST OF THE BASE FOR A FLAGPOLE AND 1
 AS0924'FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0930 ***********************************************************************
 AS0930  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0930  DESIGNATION -  872 8949 A TIDAL
 AS0930  PID         -  AS0930
 AS0930  STATE/COUNTY-  FL/GULF
 AS0930  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0930
 AS0930                         *CURRENT SURVEY CONTROL
 AS0930  ___________________________________________________________________
 AS0930* NAD 83(1986)-  29 41 23.     (N)    085 21 46.     (W)     SCALED    
 AS0930* NAVD 88     -         2.598  (meters)       8.52   (feet)  ADJUSTED  
 AS0930  ___________________________________________________________________
 AS0930  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0930  DYNAMIC HT  -           2.594 (meters)       8.51  (feet)  COMP
 AS0930  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 AS0930
 AS0930  VERT ORDER  -  SECOND    CLASS I
 AS0930
 AS0930.The horizontal coordinates were scaled from a topographic map and have
 AS0930.an estimated accuracy of +/- 6 seconds.
 AS0930
 AS0930.The orthometric height was determined by differential leveling
 AS0930.and adjusted by the National Geodetic Survey in September 1996..
 AS0930
 AS0930.This Tidal Bench Mark is designated as VM 9915
 AS0930.by the Center for Operational Oceanographic Products and Services.
 AS0930
 AS0930.The geoid height was determined by GEOID03.
 AS0930
 AS0930.The dynamic height is computed by dividing the NAVD 88
 AS0930.geopotential number by the normal gravity value computed on the
 AS0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0930.degrees latitude (g = 980.6199 gals.).
 AS0930
 AS0930.The modeled gravity was interpolated from observed gravity values.
 AS0930
 AS0930;                    North         East    Units  Estimated Accuracy
 AS0930;SPC FL N     -    76,770.      516,500.      MT  (+/- 180 meters Scaled)
 AS0930
 AS0930                          SUPERSEDED SURVEY CONTROL
 AS0930
 AS0930.No superseded survey control is available for this station.
 AS0930
 AS0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT584855(NAD 83)
 AS0930_MARKER: DJ = TIDAL STATION DISK
 AS0930_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0930_SP_SET: COPPER-CLAD STEEL ROD
 AS0930_STAMPING: 8949 A 1976
 AS0930_MARK LOGO: NOS   
 AS0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0930
 AS0930  HISTORY     - Date     Condition        Report By
 AS0930  HISTORY     - 1976     MONUMENTED       NOS
 AS0930  HISTORY     - 1986     GOOD             FLDNR
 AS0930
 AS0930                          STATION DESCRIPTION
 AS0930
 AS0930'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0930'14.05 MI SW FROM PORT ST JOE.
 AS0930'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0930'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0930'COUNTY ROAD C-30E, GO 4.25 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0930'ROAD LEADING NORTHEAST, GO 0.5 MILE NORTHEAST ON THE SAND ROAD TO ITS
 AS0930'END AT ST. JOSEPH BAY AND THE MARK.  THE MARK BEARS 14 FEET SOUTH-
 AS0930'SOUTHEAST OF A PATH LEADING TO THE SHORE, 5 FEET WEST OF THE EDGE OF
 AS0930'THE BLUFF, 2.5 FEET NORTHWEST OF A 16-INCH DIAMETER OAK TREE, 29.7
 AS0930'FEET SOUTH OF A PALM TREE WITH A NO TRESPASSING SIGN, AND 1 FOOT
 AS0930'SOUTH-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0929 ***********************************************************************
 AS0929  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0929  DESIGNATION -  872 8949 B TIDAL
 AS0929  PID         -  AS0929
 AS0929  STATE/COUNTY-  FL/GULF
 AS0929  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0929
 AS0929                         *CURRENT SURVEY CONTROL
 AS0929  ___________________________________________________________________
 AS0929* NAD 83(1986)-  29 41 13.     (N)    085 21 52.     (W)     SCALED    
 AS0929* NAVD 88     -         1.104  (meters)       3.62   (feet)  ADJUSTED  
 AS0929  ___________________________________________________________________
 AS0929  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0929  DYNAMIC HT  -           1.103 (meters)       3.62  (feet)  COMP
 AS0929  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 AS0929
 AS0929  VERT ORDER  -  SECOND    CLASS I
 AS0929
 AS0929.The horizontal coordinates were scaled from a topographic map and have
 AS0929.an estimated accuracy of +/- 6 seconds.
 AS0929
 AS0929.The orthometric height was determined by differential leveling
 AS0929.and adjusted by the National Geodetic Survey in September 1996..
 AS0929
 AS0929.This Tidal Bench Mark is designated as VM 9916
 AS0929.by the Center for Operational Oceanographic Products and Services.
 AS0929
 AS0929.The geoid height was determined by GEOID03.
 AS0929
 AS0929.The dynamic height is computed by dividing the NAVD 88
 AS0929.geopotential number by the normal gravity value computed on the
 AS0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0929.degrees latitude (g = 980.6199 gals.).
 AS0929
 AS0929.The modeled gravity was interpolated from observed gravity values.
 AS0929
 AS0929;                    North         East    Units  Estimated Accuracy
 AS0929;SPC FL N     -    76,460.      516,340.      MT  (+/- 180 meters Scaled)
 AS0929
 AS0929                          SUPERSEDED SURVEY CONTROL
 AS0929
 AS0929.No superseded survey control is available for this station.
 AS0929
 AS0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT582852(NAD 83)
 AS0929_MARKER: DJ = TIDAL STATION DISK
 AS0929_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0929_SP_SET: COPPER-CLAD STEEL ROD
 AS0929_STAMPING: 8949 B 1976
 AS0929_MARK LOGO: NOS   
 AS0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0929
 AS0929  HISTORY     - Date     Condition        Report By
 AS0929  HISTORY     - 1976     MONUMENTED       NOS
 AS0929  HISTORY     - 1986     GOOD             FLDNR
 AS0929
 AS0929                          STATION DESCRIPTION
 AS0929
 AS0929'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0929'13.85 MI SW FROM PORT ST JOE.
 AS0929'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0929'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0929'COUNTY ROAD C-30E, GO 4.25 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0929'ROAD LEADING NORTHEAST, GO 0.3 MILE NORTHEAST ON THE SAND ROAD TO THE
 AS0929'MARK.  THE MARK BEARS 10.2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AS0929'ROAD, 2.5 FEET NORTHEAST OF A PINE TREE WITH A WITNESS SIGN ATTACHED
 AS0929'AND 1 FOOT NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0928 ***********************************************************************
 AS0928  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0928  DESIGNATION -  872 8949 C TIDAL
 AS0928  PID         -  AS0928
 AS0928  STATE/COUNTY-  FL/GULF
 AS0928  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0928
 AS0928                         *CURRENT SURVEY CONTROL
 AS0928  ___________________________________________________________________
 AS0928* NAD 83(1986)-  29 40 57.     (N)    085 22 01.     (W)     SCALED    
 AS0928* NAVD 88     -         2.446  (meters)       8.02   (feet)  ADJUSTED  
 AS0928  ___________________________________________________________________
 AS0928  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AS0928  DYNAMIC HT  -           2.442 (meters)       8.01  (feet)  COMP
 AS0928  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AS0928
 AS0928  VERT ORDER  -  SECOND    CLASS I
 AS0928
 AS0928.The horizontal coordinates were scaled from a topographic map and have
 AS0928.an estimated accuracy of +/- 6 seconds.
 AS0928
 AS0928.The orthometric height was determined by differential leveling
 AS0928.and adjusted by the National Geodetic Survey in September 1996..
 AS0928
 AS0928.This Tidal Bench Mark is designated as VM 9917
 AS0928.by the Center for Operational Oceanographic Products and Services.
 AS0928
 AS0928.The geoid height was determined by GEOID03.
 AS0928
 AS0928.The dynamic height is computed by dividing the NAVD 88
 AS0928.geopotential number by the normal gravity value computed on the
 AS0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0928.degrees latitude (g = 980.6199 gals.).
 AS0928
 AS0928.The modeled gravity was interpolated from observed gravity values.
 AS0928
 AS0928;                    North         East    Units  Estimated Accuracy
 AS0928;SPC FL N     -    75,970.      516,090.      MT  (+/- 180 meters Scaled)
 AS0928
 AS0928                          SUPERSEDED SURVEY CONTROL
 AS0928
 AS0928.No superseded survey control is available for this station.
 AS0928
 AS0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT580847(NAD 83)
 AS0928_MARKER: DJ = TIDAL STATION DISK
 AS0928_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0928_SP_SET: COPPER-CLAD STEEL ROD
 AS0928_STAMPING: 8949 C 1976
 AS0928_MARK LOGO: NOS   
 AS0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0928
 AS0928  HISTORY     - Date     Condition        Report By
 AS0928  HISTORY     - 1976     MONUMENTED       NOS
 AS0928  HISTORY     - 1986     GOOD             FLDNR
 AS0928
 AS0928                          STATION DESCRIPTION
 AS0928
 AS0928'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0928'13.55 MI SW FROM PORT ST JOE.
 AS0928'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0928'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0928'COUNTY ROAD C-30E, GO 4.25 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0928'ROAD LEADING NORTHEAST AND THE MARK.  THE MARK BEARS 54.7 FEET EAST-
 AS0928'NORTHEAST OF THE CENTERLINE OF C-30E, 8.8 FEET NORTHWEST OF THE
 AS0928'CENTERLINE OF THE SAND ROAD, 6.5 FEET NORTHEAST OF THE NORTHWEST GATE
 AS0928'POST OF A HURRICANE FENCE, AND 1.2 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0932 ***********************************************************************
 AS0932  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0932  DESIGNATION -  872 8949 D TIDAL
 AS0932  PID         -  AS0932
 AS0932  STATE/COUNTY-  FL/GULF
 AS0932  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0932
 AS0932                         *CURRENT SURVEY CONTROL
 AS0932  ___________________________________________________________________
 AS0932* NAD 83(1986)-  29 41 05.     (N)    085 22 05.     (W)     SCALED    
 AS0932* NAVD 88     -         1.206  (meters)       3.96   (feet)  ADJUSTED  
 AS0932  ___________________________________________________________________
 AS0932  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AS0932  DYNAMIC HT  -           1.204 (meters)       3.95  (feet)  COMP
 AS0932  MODELED GRAV-     979,291.4   (mgal)                       NAVD 88
 AS0932
 AS0932  VERT ORDER  -  SECOND    CLASS I
 AS0932
 AS0932.The horizontal coordinates were scaled from a topographic map and have
 AS0932.an estimated accuracy of +/- 6 seconds.
 AS0932
 AS0932.The orthometric height was determined by differential leveling
 AS0932.and adjusted by the National Geodetic Survey in September 1996..
 AS0932
 AS0932.This Tidal Bench Mark is designated as VM 9918
 AS0932.by the Center for Operational Oceanographic Products and Services.
 AS0932
 AS0932.The geoid height was determined by GEOID03.
 AS0932
 AS0932.The dynamic height is computed by dividing the NAVD 88
 AS0932.geopotential number by the normal gravity value computed on the
 AS0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0932.degrees latitude (g = 980.6199 gals.).
 AS0932
 AS0932.The modeled gravity was interpolated from observed gravity values.
 AS0932
 AS0932;                    North         East    Units  Estimated Accuracy
 AS0932;SPC FL N     -    76,220.      515,980.      MT  (+/- 180 meters Scaled)
 AS0932
 AS0932                          SUPERSEDED SURVEY CONTROL
 AS0932
 AS0932.No superseded survey control is available for this station.
 AS0932
 AS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT579849(NAD 83)
 AS0932_MARKER: DJ = TIDAL STATION DISK
 AS0932_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0932_SP_SET: COPPER-CLAD STEEL ROD
 AS0932_STAMPING: 8949 D 1976
 AS0932_MARK LOGO: NOS   
 AS0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0932
 AS0932  HISTORY     - Date     Condition        Report By
 AS0932  HISTORY     - 1976     MONUMENTED       NOS
 AS0932  HISTORY     - 1986     GOOD             FLDNR
 AS0932
 AS0932                          STATION DESCRIPTION
 AS0932
 AS0932'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0932'13.6 MI SW FROM PORT ST JOE.
 AS0932'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0932'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0932'COUNTY ROAD C-30E, GO 4.3 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0932'THE MARK BEARS 56.9 FEET SOUTHWEST OF THE CENTERLINE OF C-30E, 116.3
 AS0932'FEET SOUTH-SOUTHWEST OF AND ACROSS C-30E FROM POWER POLE 57Y2884R,
 AS0932'3.8 FEET SOUTHEAST OF A PINE TREE WITH A WITNESS SIGN ATTACHED, AND 1
 AS0932'FOOT NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0858 ***********************************************************************
 AS0858  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0858  DESIGNATION -  872 8957 B TIDAL
 AS0858  PID         -  AS0858
 AS0858  STATE/COUNTY-  FL/GULF
 AS0858  USGS QUAD   -  OVERSTREET (1982)
 AS0858
 AS0858                         *CURRENT SURVEY CONTROL
 AS0858  ___________________________________________________________________
 AS0858* NAD 83(1986)-  29 59 53.     (N)    085 22 00.     (W)     SCALED    
 AS0858* NAVD 88     -         2.717  (meters)       8.91   (feet)  ADJUSTED  
 AS0858  ___________________________________________________________________
 AS0858  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AS0858  DYNAMIC HT  -           2.713 (meters)       8.90  (feet)  COMP
 AS0858  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 AS0858
 AS0858  VERT ORDER  -  SECOND    CLASS I
 AS0858
 AS0858.The horizontal coordinates were scaled from a topographic map and have
 AS0858.an estimated accuracy of +/- 6 seconds.
 AS0858
 AS0858.The orthometric height was determined by differential leveling
 AS0858.and adjusted by the National Geodetic Survey in June 1991..
 AS0858
 AS0858.This Tidal Bench Mark is designated as VM 9921
 AS0858.by the Center for Operational Oceanographic Products and Services.
 AS0858
 AS0858.The geoid height was determined by GEOID03.
 AS0858
 AS0858.The dynamic height is computed by dividing the NAVD 88
 AS0858.geopotential number by the normal gravity value computed on the
 AS0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0858.degrees latitude (g = 980.6199 gals.).
 AS0858
 AS0858.The modeled gravity was interpolated from observed gravity values.
 AS0858
 AS0858;                    North         East    Units  Estimated Accuracy
 AS0858;SPC FL N     -   110,950.      516,380.      MT  (+/- 180 meters Scaled)
 AS0858
 AS0858                          SUPERSEDED SURVEY CONTROL
 AS0858
 AS0858.No superseded survey control is available for this station.
 AS0858
 AS0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU575196(NAD 83)
 AS0858_MARKER: DJ = TIDAL STATION DISK
 AS0858_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0858_SP_SET: COPPER-CLAD STEEL ROD
 AS0858_STAMPING: 8957 B 1976
 AS0858_MARK LOGO: NOS   
 AS0858_PROJECTION: RECESSED 8 CENTIMETERS
 AS0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0858_ROD/PIPE-DEPTH: 17.7 meters
 AS0858
 AS0858  HISTORY     - Date     Condition        Report By
 AS0858  HISTORY     - 1976     MONUMENTED       NOS
 AS0858  HISTORY     - 1985     GOOD             FLDNR
 AS0858  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AS0858
 AS0858                          STATION DESCRIPTION
 AS0858
 AS0858'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0858'5.8 MI NORTH FROM MEXICO BEACH.
 AS0858'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 5.8
 AS0858'MILES NORTH ON STATE ROAD 386 TO THE FLORIDA DIVISION OF FORESTRY
 AS0858'PROPERTY AND THE MARK.  THE MARK IS NEAR THE NORTHWEST CORNER OF THE
 AS0858'PROPERTY, 118 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AS0858'WESTERNMOST HOUSE, 220 FEET WEST-NORTHWEST OF THE FIRE TOWER, 22.8
 AS0858'FEET EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 24.5 FEET
 AS0858'EAST-SOUTHEAST OF A TELEPHONE POLE AND JUNCTION BOX M1020 WITH A
 AS0858'WITNESS SIGN ATTACHED.
 AS0858
 AS0858                          STATION RECOVERY (1991)
 AS0858
 AS0858'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0859 ***********************************************************************
 AS0859  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0859  DESIGNATION -  872 8957 C TIDAL
 AS0859  PID         -  AS0859
 AS0859  STATE/COUNTY-  FL/GULF
 AS0859  USGS QUAD   -  OVERSTREET (1982)
 AS0859
 AS0859                         *CURRENT SURVEY CONTROL
 AS0859  ___________________________________________________________________
 AS0859* NAD 83(1986)-  29 59 52.     (N)    085 21 58.     (W)     SCALED    
 AS0859* NAVD 88     -         3.148  (meters)      10.33   (feet)  ADJUSTED  
 AS0859  ___________________________________________________________________
 AS0859  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AS0859  DYNAMIC HT  -           3.144 (meters)      10.31  (feet)  COMP
 AS0859  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 AS0859
 AS0859  VERT ORDER  -  SECOND    CLASS I
 AS0859
 AS0859.The horizontal coordinates were scaled from a topographic map and have
 AS0859.an estimated accuracy of +/- 6 seconds.
 AS0859
 AS0859.The orthometric height was determined by differential leveling
 AS0859.and adjusted by the National Geodetic Survey in June 1991..
 AS0859
 AS0859.This Tidal Bench Mark is designated as VM 9922
 AS0859.by the Center for Operational Oceanographic Products and Services.
 AS0859
 AS0859.The geoid height was determined by GEOID03.
 AS0859
 AS0859.The dynamic height is computed by dividing the NAVD 88
 AS0859.geopotential number by the normal gravity value computed on the
 AS0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0859.degrees latitude (g = 980.6199 gals.).
 AS0859
 AS0859.The modeled gravity was interpolated from observed gravity values.
 AS0859
 AS0859;                    North         East    Units  Estimated Accuracy
 AS0859;SPC FL N     -   110,920.      516,440.      MT  (+/- 180 meters Scaled)
 AS0859
 AS0859                          SUPERSEDED SURVEY CONTROL
 AS0859
 AS0859.No superseded survey control is available for this station.
 AS0859
 AS0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU575196(NAD 83)
 AS0859_MARKER: DJ = TIDAL STATION DISK
 AS0859_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AS0859+WITH SETTING: PAVEMENT
 AS0859_SP_SET: CONCRETE BASE
 AS0859_STAMPING: 8957 C 1976
 AS0859_MARK LOGO: NOS   
 AS0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0859+STABILITY: SURFACE MOTION
 AS0859
 AS0859  HISTORY     - Date     Condition        Report By
 AS0859  HISTORY     - 1976     MONUMENTED       NOS
 AS0859  HISTORY     - 1985     GOOD             FLDNR
 AS0859  HISTORY     - 1991     GOOD             USPSQD
 AS0859  HISTORY     - 19940901 GOOD             USPSQD
 AS0859  HISTORY     - 19990420 GOOD             USPSQD
 AS0859
 AS0859                          STATION DESCRIPTION
 AS0859
 AS0859'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0859'5.8 MI NORTH FROM MEXICO BEACH.
 AS0859'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 5.8
 AS0859'MILES NORTH ON STATE ROAD 386 TO THE FLORIDA DIVISION OF FORESTRY
 AS0859'PROPERTY AND THE MARK.  THE MARK IS SET IN THE BASE FOR THE SOUTHEAST
 AS0859'LEG FOR THE FIRE TOWER, 154.5 FEET SOUTH OF THE CENTERLINE OF THE
 AS0859'HIGHWAY, 34 FEET EAST OF THE CENTERLINE OF THE DIRT DRIVEWAY, AND
 AS0859'102.5 FEET WEST OF THE FRONT STEP OF THE EASTMOST HOUSE.
 AS0859
 AS0859                          STATION RECOVERY (1991)
 AS0859
 AS0859'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0859'RECOVERED IN GOOD CONDITION.
 AS0859
 AS0859                          STATION RECOVERY (1994)
 AS0859
 AS0859'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0859'RECOVERED IN GOOD CONDITION.
 AS0859
 AS0859                          STATION RECOVERY (1999)
 AS0859
 AS0859'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0860 ***********************************************************************
 AS0860  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0860  DESIGNATION -  872 8957 D TIDAL
 AS0860  PID         -  AS0860
 AS0860  STATE/COUNTY-  FL/GULF
 AS0860  USGS QUAD   -  OVERSTREET (1982)
 AS0860
 AS0860                         *CURRENT SURVEY CONTROL
 AS0860  ___________________________________________________________________
 AS0860* NAD 83(1986)-  29 59 53.     (N)    085 21 56.     (W)     SCALED    
 AS0860* NAVD 88     -         2.472  (meters)       8.11   (feet)  ADJUSTED  
 AS0860  ___________________________________________________________________
 AS0860  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AS0860  DYNAMIC HT  -           2.469 (meters)       8.10  (feet)  COMP
 AS0860  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 AS0860
 AS0860  VERT ORDER  -  SECOND    CLASS I
 AS0860
 AS0860.The horizontal coordinates were scaled from a topographic map and have
 AS0860.an estimated accuracy of +/- 6 seconds.
 AS0860
 AS0860.The orthometric height was determined by differential leveling
 AS0860.and adjusted by the National Geodetic Survey in June 1991..
 AS0860
 AS0860.This Tidal Bench Mark is designated as VM 9923
 AS0860.by the Center for Operational Oceanographic Products and Services.
 AS0860
 AS0860.The geoid height was determined by GEOID03.
 AS0860
 AS0860.The dynamic height is computed by dividing the NAVD 88
 AS0860.geopotential number by the normal gravity value computed on the
 AS0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0860.degrees latitude (g = 980.6199 gals.).
 AS0860
 AS0860.The modeled gravity was interpolated from observed gravity values.
 AS0860
 AS0860;                    North         East    Units  Estimated Accuracy
 AS0860;SPC FL N     -   110,950.      516,490.      MT  (+/- 180 meters Scaled)
 AS0860
 AS0860                          SUPERSEDED SURVEY CONTROL
 AS0860
 AS0860.No superseded survey control is available for this station.
 AS0860
 AS0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU576196(NAD 83)
 AS0860_MARKER: DJ = TIDAL STATION DISK
 AS0860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0860_SP_SET: COPPER-CLAD STEEL ROD
 AS0860_STAMPING: 8957 D 1976
 AS0860_MARK LOGO: NOS   
 AS0860_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0860_ROD/PIPE-DEPTH: 12.2 meters
 AS0860
 AS0860  HISTORY     - Date     Condition        Report By
 AS0860  HISTORY     - 1976     MONUMENTED       NOS
 AS0860  HISTORY     - 1985     GOOD             FLDNR
 AS0860  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AS0860
 AS0860                          STATION DESCRIPTION
 AS0860
 AS0860'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0860'5.8 MI NORTH FROM MEXICO BEACH.
 AS0860'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 5.8
 AS0860'MILES NORTH ON STATE ROAD 386 TO THE FLORIDA DIVISION OF FORESTRY
 AS0860'PROPERTY AND THE MARK.  THE MARK IS NEAR THE NORTHEAST CORNER OF THE
 AS0860'PROPERTY, 215 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE FIRE TOWER,
 AS0860'125 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EASTMOST HOUSE, 39
 AS0860'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.3 FEET EAST- NORTHEAST
 AS0860'OF A PINE TREE, AND 5.3 FEET WEST OF A POWER POLE WITH A WITNESS SIGN
 AS0860'ATTACHED.
 AS0860
 AS0860                          STATION RECOVERY (1991)
 AS0860
 AS0860'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0856 ***********************************************************************
 AS0856  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0856  DESIGNATION -  872 8957 E TIDAL
 AS0856  PID         -  AS0856
 AS0856  STATE/COUNTY-  FL/GULF
 AS0856  USGS QUAD   -  OVERSTREET (1982)
 AS0856
 AS0856                         *CURRENT SURVEY CONTROL
 AS0856  ___________________________________________________________________
 AS0856* NAD 83(1986)-  29 59 55.     (N)    085 22 18.     (W)     SCALED    
 AS0856* NAVD 88     -         2.659  (meters)       8.72   (feet)  ADJUSTED  
 AS0856  ___________________________________________________________________
 AS0856  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AS0856  DYNAMIC HT  -           2.655 (meters)       8.71  (feet)  COMP
 AS0856  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 AS0856
 AS0856  VERT ORDER  -  SECOND    CLASS I
 AS0856
 AS0856.The horizontal coordinates were scaled from a topographic map and have
 AS0856.an estimated accuracy of +/- 6 seconds.
 AS0856
 AS0856.The orthometric height was determined by differential leveling
 AS0856.and adjusted by the National Geodetic Survey in June 1991..
 AS0856
 AS0856.This Tidal Bench Mark is designated as VM 9924
 AS0856.by the Center for Operational Oceanographic Products and Services.
 AS0856
 AS0856.The geoid height was determined by GEOID03.
 AS0856
 AS0856.The dynamic height is computed by dividing the NAVD 88
 AS0856.geopotential number by the normal gravity value computed on the
 AS0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0856.degrees latitude (g = 980.6199 gals.).
 AS0856
 AS0856.The modeled gravity was interpolated from observed gravity values.
 AS0856
 AS0856;                    North         East    Units  Estimated Accuracy
 AS0856;SPC FL N     -   111,020.      515,900.      MT  (+/- 180 meters Scaled)
 AS0856
 AS0856                          SUPERSEDED SURVEY CONTROL
 AS0856
 AS0856.No superseded survey control is available for this station.
 AS0856
 AS0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU570197(NAD 83)
 AS0856_MARKER: DJ = TIDAL STATION DISK
 AS0856_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0856_SP_SET: COPPER-CLAD STEEL ROD
 AS0856_STAMPING: 8957 E 1976
 AS0856_MARK LOGO: NOS   
 AS0856_PROJECTION: FLUSH
 AS0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0856_ROD/PIPE-DEPTH: 12.2 meters
 AS0856
 AS0856  HISTORY     - Date     Condition        Report By
 AS0856  HISTORY     - 1976     MONUMENTED       NOS
 AS0856  HISTORY     - 1985     GOOD             FLDNR
 AS0856  HISTORY     - 1991     GOOD             USPSQD
 AS0856  HISTORY     - 19940901 GOOD             USPSQD
 AS0856  HISTORY     - 19990420 GOOD             USPSQD
 AS0856
 AS0856                          STATION DESCRIPTION
 AS0856
 AS0856'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0856'5.45 MI NORTH FROM MEXICO BEACH.
 AS0856'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO
 AS0856'5.45 MILES NORTH ON STATE ROAD 386 TO THE MARK.  THE MARK BEARS 32.3
 AS0856'FEET NORTH OF THE CENTERLINE OF THE ROAD, 35.7 FEET WEST OF A GULF
 AS0856'OIL SIGN, 12.5 FEET WEST OF THE SOUTHWEST CORNER OF THE OVERSTREET
 AS0856'GENERAL STORE, 1.5 FEET SOUTHEAST OF TELEPHONE POLE A1 WITH A WITNESS
 AS0856'SIGN ATTACHED, AND ABOUT 0.05 MILE WEST OF A FLOATING DRAWBRIDGE OVER
 AS0856'THE INTRACOASTAL WATERWAY.
 AS0856
 AS0856                          STATION RECOVERY (1991)
 AS0856
 AS0856'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0856'RECOVERED IN GOOD CONDITION.
 AS0856
 AS0856                          STATION RECOVERY (1994)
 AS0856
 AS0856'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0856'RECOVERED IN GOOD CONDITION.
 AS0856
 AS0856                          STATION RECOVERY (1999)
 AS0856
 AS0856'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0953 ***********************************************************************
 AS0953  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0953  DESIGNATION -  872 8958 A TIDAL
 AS0953  PID         -  AS0953
 AS0953  STATE/COUNTY-  FL/GULF
 AS0953  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0953
 AS0953                         *CURRENT SURVEY CONTROL
 AS0953  ___________________________________________________________________
 AS0953* NAD 83(1986)-  29 52 28.     (N)    085 23 26.     (W)     SCALED    
 AS0953* NAVD 88     -         1.800  (meters)       5.91   (feet)  ADJUSTED  
 AS0953  ___________________________________________________________________
 AS0953  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AS0953  DYNAMIC HT  -           1.798 (meters)       5.90  (feet)  COMP
 AS0953  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 AS0953
 AS0953  VERT ORDER  -  SECOND    CLASS I
 AS0953
 AS0953.The horizontal coordinates were scaled from a topographic map and have
 AS0953.an estimated accuracy of +/- 6 seconds.
 AS0953
 AS0953.The orthometric height was determined by differential leveling
 AS0953.and adjusted by the National Geodetic Survey in September 1996..
 AS0953
 AS0953.This Tidal Bench Mark is designated as VM 9925
 AS0953.by the Center for Operational Oceanographic Products and Services.
 AS0953
 AS0953.The geoid height was determined by GEOID03.
 AS0953
 AS0953.The dynamic height is computed by dividing the NAVD 88
 AS0953.geopotential number by the normal gravity value computed on the
 AS0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0953.degrees latitude (g = 980.6199 gals.).
 AS0953
 AS0953.The modeled gravity was interpolated from observed gravity values.
 AS0953
 AS0953;                    North         East    Units  Estimated Accuracy
 AS0953;SPC FL N     -    97,270.      513,970.      MT  (+/- 180 meters Scaled)
 AS0953
 AS0953                          SUPERSEDED SURVEY CONTROL
 AS0953
 AS0953.No superseded survey control is available for this station.
 AS0953
 AS0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU554059(NAD 83)
 AS0953_MARKER: DJ = TIDAL STATION DISK
 AS0953_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0953_SP_SET: COPPER-CLAD STEEL ROD
 AS0953_STAMPING: 8958 A 1976
 AS0953_MARK LOGO: NOS   
 AS0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0953
 AS0953  HISTORY     - Date     Condition        Report By
 AS0953  HISTORY     - 1976     MONUMENTED       NOS
 AS0953  HISTORY     - 1986     GOOD             FLDNR
 AS0953
 AS0953                          STATION DESCRIPTION
 AS0953
 AS0953'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0953'28.15 MI WNW FROM PORT ST JOE.
 AS0953'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0953'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0953'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0953'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0953'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0953'10.0 MILES NORTH ON THE BEACH TO THE END OF ST. JOSEPH PENINSULA AND
 AS0953'THE VICINITY OF THE MARK.  THE MARK IS APPROXIMATELY 0.6 MILE
 AS0953'SOUTHWEST OF THE POINT, 196 FEET NORTHWEST OF THE SHORELINE OF ST.
 AS0953'JOSEPH BAY, 14 FEET WEST OF A LONE PALM TREE NEAREST THE SHORE, 296
 AS0953'FEET EAST-NORTHEAST OF BENCH MARK 8958 B 1976 AND 1 FOOT EAST OF A
 AS0953'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0954 ***********************************************************************
 AS0954  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0954  DESIGNATION -  872 8958 B TIDAL
 AS0954  PID         -  AS0954
 AS0954  STATE/COUNTY-  FL/GULF
 AS0954  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0954
 AS0954                         *CURRENT SURVEY CONTROL
 AS0954  ___________________________________________________________________
 AS0954* NAD 83(1986)-  29 52 28.     (N)    085 23 29.     (W)     SCALED    
 AS0954* NAVD 88     -         1.569  (meters)       5.15   (feet)  ADJUSTED  
 AS0954  ___________________________________________________________________
 AS0954  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AS0954  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 AS0954  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 AS0954
 AS0954  VERT ORDER  -  SECOND    CLASS I
 AS0954
 AS0954.The horizontal coordinates were scaled from a topographic map and have
 AS0954.an estimated accuracy of +/- 6 seconds.
 AS0954
 AS0954.The orthometric height was determined by differential leveling
 AS0954.and adjusted by the National Geodetic Survey in September 1996..
 AS0954
 AS0954.This Tidal Bench Mark is designated as VM 9926
 AS0954.by the Center for Operational Oceanographic Products and Services.
 AS0954
 AS0954.The geoid height was determined by GEOID03.
 AS0954
 AS0954.The dynamic height is computed by dividing the NAVD 88
 AS0954.geopotential number by the normal gravity value computed on the
 AS0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0954.degrees latitude (g = 980.6199 gals.).
 AS0954
 AS0954.The modeled gravity was interpolated from observed gravity values.
 AS0954
 AS0954;                    North         East    Units  Estimated Accuracy
 AS0954;SPC FL N     -    97,270.      513,890.      MT  (+/- 180 meters Scaled)
 AS0954
 AS0954                          SUPERSEDED SURVEY CONTROL
 AS0954
 AS0954.No superseded survey control is available for this station.
 AS0954
 AS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU553059(NAD 83)
 AS0954_MARKER: DJ = TIDAL STATION DISK
 AS0954_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0954_SP_SET: COPPER-CLAD STEEL ROD
 AS0954_STAMPING: 8958 B 1976
 AS0954_MARK LOGO: NOS   
 AS0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0954
 AS0954  HISTORY     - Date     Condition        Report By
 AS0954  HISTORY     - 1976     MONUMENTED       NOS
 AS0954  HISTORY     - 1986     GOOD             FLDNR
 AS0954
 AS0954                          STATION DESCRIPTION
 AS0954
 AS0954'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0954'28.15 MI WNW FROM PORT ST JOE.
 AS0954'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0954'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0954'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0954'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0954'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0954'10.0 MILES NORTH ON THE BEACH TO THE END OF ST. JOSEPH PENINSULA AND
 AS0954'THE VICINITY OF THE MARK.  THE MARK IS ABOUT 0.6 MILE SOUTHWEST OF
 AS0954'THE POINT, 420 FEET NORTHWEST OF THE SHORELINE OF ST. JOSEPH BAY,
 AS0954'296 FEET WEST- SOUTHWEST OF BENCH MARK 8958 A 1976, 650 FEET
 AS0954'NORTHWEST OF BENCH MARK 8958 C 1976 AND 1.6 FEET EAST OF A WITNESS
 AS0954'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0955 ***********************************************************************
 AS0955  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0955  DESIGNATION -  872 8958 C TIDAL
 AS0955  PID         -  AS0955
 AS0955  STATE/COUNTY-  FL/GULF
 AS0955  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0955
 AS0955                         *CURRENT SURVEY CONTROL
 AS0955  ___________________________________________________________________
 AS0955* NAD 83(1986)-  29 52 24.     (N)    085 23 29.     (W)     SCALED    
 AS0955* NAVD 88     -         0.764  (meters)       2.51   (feet)  ADJUSTED  
 AS0955  ___________________________________________________________________
 AS0955  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AS0955  DYNAMIC HT  -           0.763 (meters)       2.50  (feet)  COMP
 AS0955  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 AS0955
 AS0955  VERT ORDER  -  SECOND    CLASS I
 AS0955
 AS0955.The horizontal coordinates were scaled from a topographic map and have
 AS0955.an estimated accuracy of +/- 6 seconds.
 AS0955
 AS0955.The orthometric height was determined by differential leveling
 AS0955.and adjusted by the National Geodetic Survey in September 1996..
 AS0955
 AS0955.This Tidal Bench Mark is designated as VM 9927
 AS0955.by the Center for Operational Oceanographic Products and Services.
 AS0955
 AS0955.The geoid height was determined by GEOID03.
 AS0955
 AS0955.The dynamic height is computed by dividing the NAVD 88
 AS0955.geopotential number by the normal gravity value computed on the
 AS0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0955.degrees latitude (g = 980.6199 gals.).
 AS0955
 AS0955.The modeled gravity was interpolated from observed gravity values.
 AS0955
 AS0955;                    North         East    Units  Estimated Accuracy
 AS0955;SPC FL N     -    97,140.      513,890.      MT  (+/- 180 meters Scaled)
 AS0955
 AS0955                          SUPERSEDED SURVEY CONTROL
 AS0955
 AS0955.No superseded survey control is available for this station.
 AS0955
 AS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU553058(NAD 83)
 AS0955_MARKER: DJ = TIDAL STATION DISK
 AS0955_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0955_SP_SET: COPPER-CLAD STEEL ROD
 AS0955_STAMPING: 8958 C 1976
 AS0955_MARK LOGO: NOS   
 AS0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0955
 AS0955  HISTORY     - Date     Condition        Report By
 AS0955  HISTORY     - 1976     MONUMENTED       NOS
 AS0955  HISTORY     - 1986     GOOD             FLDNR
 AS0955
 AS0955                          STATION DESCRIPTION
 AS0955
 AS0955'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0955'28.15 MI WNW FROM PORT ST JOE.
 AS0955'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0955'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0955'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0955'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0955'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0955'10.0 MILES NORTH ON THE BEACH TO THE END OF ST. JOSEPH PENINSULA AND
 AS0955'THE VICINITY OF THE MARK.  THE MARK IS ABOUT 0.70 MILE SOUTHWEST OF
 AS0955'THE POINT, 75 FEET WEST-NORTHWEST OF THE SHORELINE OF ST. JOSEPH
 AS0955'BAY, 37 FEET WEST OF A LONE PALM TREE NEAR THE SHORE, 650 FEET
 AS0955'SOUTH-SOUTHEAST OF BENCH MARK 8958 B 1976, 349 FEET EAST NORTHEAST OF
 AS0955'BENCH MARK 8958 D 1976, AND 1.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0956 ***********************************************************************
 AS0956  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0956  DESIGNATION -  872 8958 D TIDAL
 AS0956  PID         -  AS0956
 AS0956  STATE/COUNTY-  FL/GULF
 AS0956  USGS QUAD   -  ST JOSEPH POINT (1992)
 AS0956
 AS0956                         *CURRENT SURVEY CONTROL
 AS0956  ___________________________________________________________________
 AS0956* NAD 83(1986)-  29 52 22.     (N)    085 23 31.     (W)     SCALED    
 AS0956* NAVD 88     -         1.519  (meters)       4.98   (feet)  ADJUSTED  
 AS0956  ___________________________________________________________________
 AS0956  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AS0956  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 AS0956  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 AS0956
 AS0956  VERT ORDER  -  SECOND    CLASS I
 AS0956
 AS0956.The horizontal coordinates were scaled from a topographic map and have
 AS0956.an estimated accuracy of +/- 6 seconds.
 AS0956
 AS0956.The orthometric height was determined by differential leveling
 AS0956.and adjusted by the National Geodetic Survey in September 1996..
 AS0956
 AS0956.This Tidal Bench Mark is designated as VM 9928
 AS0956.by the Center for Operational Oceanographic Products and Services.
 AS0956
 AS0956.The geoid height was determined by GEOID03.
 AS0956
 AS0956.The dynamic height is computed by dividing the NAVD 88
 AS0956.geopotential number by the normal gravity value computed on the
 AS0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0956.degrees latitude (g = 980.6199 gals.).
 AS0956
 AS0956.The modeled gravity was interpolated from observed gravity values.
 AS0956
 AS0956;                    North         East    Units  Estimated Accuracy
 AS0956;SPC FL N     -    97,080.      513,830.      MT  (+/- 180 meters Scaled)
 AS0956
 AS0956                          SUPERSEDED SURVEY CONTROL
 AS0956
 AS0956.No superseded survey control is available for this station.
 AS0956
 AS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU553057(NAD 83)
 AS0956_MARKER: DJ = TIDAL STATION DISK
 AS0956_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0956_SP_SET: COPPER-CLAD STEEL ROD
 AS0956_STAMPING: 8958 D 1976
 AS0956_MARK LOGO: NOS   
 AS0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0956
 AS0956  HISTORY     - Date     Condition        Report By
 AS0956  HISTORY     - 1976     MONUMENTED       NOS
 AS0956  HISTORY     - 1986     GOOD             FLDNR
 AS0956
 AS0956                          STATION DESCRIPTION
 AS0956
 AS0956'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0956'28.15 MI WNW FROM PORT ST JOE.
 AS0956'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0956'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0956'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0956'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0956'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0956'10.0 MILES NORTH ON THE BEACH TO THE END OF ST. JOSEPH PENINSULA AND
 AS0956'THE VICINITY OF THE MARK.  THE MARK IS ABOUT 0.75 MILE SOUTHWEST OF
 AS0956'THE POINT, 255 FEET WEST OF THE SHORELINE OF ST. JOSEPH BAY, 349
 AS0956'FEET WEST- SOUTHWEST OF BENCH MARK 8958 C 1976, AND 1.5 FEET EAST OF
 AS0956'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3817 ***********************************************************************
 BE3817  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3817  DESIGNATION -  872 8973 A TIDAL
 BE3817  PID         -  BE3817
 BE3817  STATE/COUNTY-  FL/BAY
 BE3817  USGS QUAD   -  ALLANTON (1992)
 BE3817
 BE3817                         *CURRENT SURVEY CONTROL
 BE3817  ___________________________________________________________________
 BE3817* NAD 83(1986)-  30 02 23.     (N)    085 23 38.     (W)     SCALED    
 BE3817* NAVD 88     -         0.864  (meters)       2.83   (feet)  ADJUSTED  
 BE3817  ___________________________________________________________________
 BE3817  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3817  DYNAMIC HT  -           0.863 (meters)       2.83  (feet)  COMP
 BE3817  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 BE3817
 BE3817  VERT ORDER  -  SECOND    CLASS I
 BE3817
 BE3817.The horizontal coordinates were scaled from a topographic map and have
 BE3817.an estimated accuracy of +/- 6 seconds.
 BE3817
 BE3817.The orthometric height was determined by differential leveling
 BE3817.and adjusted by the National Geodetic Survey in June 1991..
 BE3817
 BE3817.This Tidal Bench Mark is designated as VM 9929
 BE3817.by the Center for Operational Oceanographic Products and Services.
 BE3817
 BE3817.The geoid height was determined by GEOID03.
 BE3817
 BE3817.The dynamic height is computed by dividing the NAVD 88
 BE3817.geopotential number by the normal gravity value computed on the
 BE3817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3817.degrees latitude (g = 980.6199 gals.).
 BE3817
 BE3817.The modeled gravity was interpolated from observed gravity values.
 BE3817
 BE3817;                    North         East    Units  Estimated Accuracy
 BE3817;SPC FL N     -   115,590.      513,790.      MT  (+/- 180 meters Scaled)
 BE3817
 BE3817                          SUPERSEDED SURVEY CONTROL
 BE3817
 BE3817.No superseded survey control is available for this station.
 BE3817
 BE3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU548242(NAD 83)
 BE3817_MARKER: DJ = TIDAL STATION DISK
 BE3817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3817_SP_SET: COPPER-CLAD STEEL ROD
 BE3817_STAMPING: 8973 A 1976
 BE3817_MARK LOGO: NOS   
 BE3817_PROJECTION: FLUSH
 BE3817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3817_ROD/PIPE-DEPTH: 12.2 meters
 BE3817
 BE3817  HISTORY     - Date     Condition        Report By
 BE3817  HISTORY     - 1976     MONUMENTED       NOS
 BE3817  HISTORY     - 1985     GOOD             FLDNR
 BE3817  HISTORY     - 19940411 GOOD             USPSQD
 BE3817
 BE3817                          STATION DESCRIPTION
 BE3817
 BE3817'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3817'14.75 MI NORTH FROM MEXICO BEACH.
 BE3817'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 9.3
 BE3817'MILES NORTH ON STATE ROAD 386 TO THE JUNCTION OF A PAVED ROAD LEADING
 BE3817'WEST, GO 4.95 MILES WEST ON THIS ROAD TO A PRIVATE DRIVE AND THE MARK
 BE3817'VICINITY.  THE MARK IS ON THE PROPERTY AT THE WEST END OF THE DRIVE,
 BE3817'91.5 FEET SOUTHWEST OF THE SOUTH CORNER OF A SMALL CABIN, 28.5 FEET
 BE3817'SOUTHEAST OF A DOCK, AND 5.8 FEET WEST OF A PINE TREE.
 BE3817
 BE3817                          STATION RECOVERY (1994)
 BE3817
 BE3817'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3814 ***********************************************************************
 BE3814  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3814  DESIGNATION -  872 8973 B TIDAL
 BE3814  PID         -  BE3814
 BE3814  STATE/COUNTY-  FL/GULF
 BE3814  USGS QUAD   -  ALLANTON (1992)
 BE3814
 BE3814                         *CURRENT SURVEY CONTROL
 BE3814  ___________________________________________________________________
 BE3814* NAD 83(1986)-  30 02 24.     (N)    085 23 28.     (W)     SCALED    
 BE3814* NAVD 88     -         1.937  (meters)       6.36   (feet)  ADJUSTED  
 BE3814  ___________________________________________________________________
 BE3814  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3814  DYNAMIC HT  -           1.934 (meters)       6.35  (feet)  COMP
 BE3814  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 BE3814
 BE3814  VERT ORDER  -  SECOND    CLASS I
 BE3814
 BE3814.The horizontal coordinates were scaled from a topographic map and have
 BE3814.an estimated accuracy of +/- 6 seconds.
 BE3814
 BE3814.The orthometric height was determined by differential leveling
 BE3814.and adjusted by the National Geodetic Survey in June 1991..
 BE3814
 BE3814.This Tidal Bench Mark is designated as VM 9930
 BE3814.by the Center for Operational Oceanographic Products and Services.
 BE3814
 BE3814.The geoid height was determined by GEOID03.
 BE3814
 BE3814.The dynamic height is computed by dividing the NAVD 88
 BE3814.geopotential number by the normal gravity value computed on the
 BE3814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3814.degrees latitude (g = 980.6199 gals.).
 BE3814
 BE3814.The modeled gravity was interpolated from observed gravity values.
 BE3814
 BE3814;                    North         East    Units  Estimated Accuracy
 BE3814;SPC FL N     -   115,620.      514,060.      MT  (+/- 180 meters Scaled)
 BE3814
 BE3814                          SUPERSEDED SURVEY CONTROL
 BE3814
 BE3814.No superseded survey control is available for this station.
 BE3814
 BE3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU551243(NAD 83)
 BE3814_MARKER: DJ = TIDAL STATION DISK
 BE3814_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3814_SP_SET: COPPER-CLAD STEEL ROD
 BE3814_STAMPING: 8973 B 1976
 BE3814_MARK LOGO: NOS   
 BE3814_PROJECTION: FLUSH
 BE3814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3814_ROD/PIPE-DEPTH: 12.2 meters
 BE3814
 BE3814  HISTORY     - Date     Condition        Report By
 BE3814  HISTORY     - 1976     MONUMENTED       NOS
 BE3814  HISTORY     - 1985     GOOD             FLDNR
 BE3814  HISTORY     - 1991     GOOD             USPSQD
 BE3814  HISTORY     - 19940901 GOOD             USPSQD
 BE3814  HISTORY     - 19990420 GOOD             USPSQD
 BE3814
 BE3814                          STATION DESCRIPTION
 BE3814
 BE3814'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3814'14.75 MI NORTH FROM MEXICO BEACH.
 BE3814'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 9.3
 BE3814'MILES NORTH ON STATE ROAD 386 TO THE JUNCTION OF A PAVED ROAD LEADING
 BE3814'WEST, GO 4.95 MILES WEST ON THIS ROAD TO A PRIVATE DRIVE AND THE MARK
 BE3814'VICINITY.  THE MARK BEARS 92 FEET WEST OF THE CENTERLINE OF THE ROAD,
 BE3814'6 FEET NORTH OF THE CENTERLINE OF THE DRIVE, 86 FEET NORTHWEST OF A
 BE3814'POWER POLE, AND 1 FOOT EAST OF THE NORTH GATE POST TO THE DRIVE.
 BE3814
 BE3814                          STATION RECOVERY (1991)
 BE3814
 BE3814'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 BE3814'RECOVERED IN GOOD CONDITION.
 BE3814
 BE3814                          STATION RECOVERY (1994)
 BE3814
 BE3814'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3814'RECOVERED IN GOOD CONDITION.
 BE3814
 BE3814                          STATION RECOVERY (1999)
 BE3814
 BE3814'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3816 ***********************************************************************
 BE3816  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3816  DESIGNATION -  872 8973 C TIDAL
 BE3816  PID         -  BE3816
 BE3816  STATE/COUNTY-  FL/BAY
 BE3816  USGS QUAD   -  ALLANTON (1992)
 BE3816
 BE3816                         *CURRENT SURVEY CONTROL
 BE3816  ___________________________________________________________________
 BE3816* NAD 83(1986)-  30 02 24.     (N)    085 23 38.     (W)     SCALED    
 BE3816* NAVD 88     -         0.857  (meters)       2.81   (feet)  ADJUSTED  
 BE3816  ___________________________________________________________________
 BE3816  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3816  DYNAMIC HT  -           0.856 (meters)       2.81  (feet)  COMP
 BE3816  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 BE3816
 BE3816  VERT ORDER  -  SECOND    CLASS I
 BE3816
 BE3816.The horizontal coordinates were scaled from a topographic map and have
 BE3816.an estimated accuracy of +/- 6 seconds.
 BE3816
 BE3816.The orthometric height was determined by differential leveling
 BE3816.and adjusted by the National Geodetic Survey in June 1991..
 BE3816
 BE3816.This Tidal Bench Mark is designated as VM 9931
 BE3816.by the Center for Operational Oceanographic Products and Services.
 BE3816
 BE3816.The geoid height was determined by GEOID03.
 BE3816
 BE3816.The dynamic height is computed by dividing the NAVD 88
 BE3816.geopotential number by the normal gravity value computed on the
 BE3816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3816.degrees latitude (g = 980.6199 gals.).
 BE3816
 BE3816.The modeled gravity was interpolated from observed gravity values.
 BE3816
 BE3816;                    North         East    Units  Estimated Accuracy
 BE3816;SPC FL N     -   115,620.      513,790.      MT  (+/- 180 meters Scaled)
 BE3816
 BE3816                          SUPERSEDED SURVEY CONTROL
 BE3816
 BE3816.No superseded survey control is available for this station.
 BE3816
 BE3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU548243(NAD 83)
 BE3816_MARKER: DJ = TIDAL STATION DISK
 BE3816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3816_SP_SET: COPPER-CLAD STEEL ROD
 BE3816_STAMPING: 8973 C 1976
 BE3816_MARK LOGO: NOS   
 BE3816_PROJECTION: FLUSH
 BE3816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3816_ROD/PIPE-DEPTH: 12.2 meters
 BE3816
 BE3816  HISTORY     - Date     Condition        Report By
 BE3816  HISTORY     - 1976     MONUMENTED       NOS
 BE3816  HISTORY     - 1985     GOOD             FLDNR
 BE3816  HISTORY     - 19940411 GOOD             USPSQD
 BE3816
 BE3816                          STATION DESCRIPTION
 BE3816
 BE3816'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3816'14.75 MI NORTH FROM MEXICO BEACH.
 BE3816'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 9.3
 BE3816'MILES NORTH ON STATE ROAD 386 TO THE JUNCTION OF A PAVED ROAD LEADING
 BE3816'WEST, GO 4.95 MILES WEST ON THIS ROAD TO A PRIVATE DRIVE AND THE MARK
 BE3816'VICINITY.  THE MARK IS ON THE PROPERTY AT THE WEST END OF THE DRIVE,
 BE3816'92 FEET WEST OF THE SOUTHWEST CORNER OF A METAL SHED, 82 FEET
 BE3816'NORTHWEST OF THE WEST CORNER OF A SMALL CABIN, AND 7.4 FEET WEST OF A
 BE3816'GROUP OF PINE TREES.
 BE3816
 BE3816                          STATION RECOVERY (1994)
 BE3816
 BE3816'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3815 ***********************************************************************
 BE3815  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3815  DESIGNATION -  872 8973 D TIDAL
 BE3815  PID         -  BE3815
 BE3815  STATE/COUNTY-  FL/BAY
 BE3815  USGS QUAD   -  ALLANTON (1992)
 BE3815
 BE3815                         *CURRENT SURVEY CONTROL
 BE3815  ___________________________________________________________________
 BE3815* NAD 83(1986)-  30 02 24.     (N)    085 23 35.     (W)     SCALED    
 BE3815* NAVD 88     -         1.266  (meters)       4.15   (feet)  ADJUSTED  
 BE3815  ___________________________________________________________________
 BE3815  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3815  DYNAMIC HT  -           1.264 (meters)       4.15  (feet)  COMP
 BE3815  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 BE3815
 BE3815  VERT ORDER  -  SECOND    CLASS I
 BE3815
 BE3815.The horizontal coordinates were scaled from a topographic map and have
 BE3815.an estimated accuracy of +/- 6 seconds.
 BE3815
 BE3815.The orthometric height was determined by differential leveling
 BE3815.and adjusted by the National Geodetic Survey in June 1991..
 BE3815
 BE3815.This Tidal Bench Mark is designated as VM 9932
 BE3815.by the Center for Operational Oceanographic Products and Services.
 BE3815
 BE3815.The geoid height was determined by GEOID03.
 BE3815
 BE3815.The dynamic height is computed by dividing the NAVD 88
 BE3815.geopotential number by the normal gravity value computed on the
 BE3815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3815.degrees latitude (g = 980.6199 gals.).
 BE3815
 BE3815.The modeled gravity was interpolated from observed gravity values.
 BE3815
 BE3815;                    North         East    Units  Estimated Accuracy
 BE3815;SPC FL N     -   115,620.      513,870.      MT  (+/- 180 meters Scaled)
 BE3815
 BE3815                          SUPERSEDED SURVEY CONTROL
 BE3815
 BE3815.No superseded survey control is available for this station.
 BE3815
 BE3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU549243(NAD 83)
 BE3815_MARKER: DJ = TIDAL STATION DISK
 BE3815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3815_SP_SET: COPPER-CLAD STEEL ROD
 BE3815_STAMPING: 8973 D 1976
 BE3815_MARK LOGO: NOS   
 BE3815_PROJECTION: FLUSH
 BE3815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3815_ROD/PIPE-DEPTH: 12.2 meters
 BE3815
 BE3815  HISTORY     - Date     Condition        Report By
 BE3815  HISTORY     - 1976     MONUMENTED       NOS
 BE3815  HISTORY     - 1985     GOOD             FLDNR
 BE3815  HISTORY     - 19960410 GOOD             USPSQD
 BE3815
 BE3815                          STATION DESCRIPTION
 BE3815
 BE3815'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3815'14.75 MI NORTH FROM MEXICO BEACH.
 BE3815'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 9.3
 BE3815'MILES NORTH ON STATE ROAD 386 TO THE JUNCTION OF A PAVED ROAD LEADING
 BE3815'WEST, GO 4.95 MILES WEST ON THIS ROAD TO A PRIVATE DRIVE AND THE MARK
 BE3815'VICINITY.  THE MARK BEARS 460 FEET WEST OF THE ENTRANCE GATE TO THE
 BE3815'DRIVE, 40.5 FEET NORTH OF THE CENTERLINE OF THE DRIVE, 37 FEET
 BE3815'NORTHEAST OF A TWIN-TRUNKED PECAN TREE, 6.5 FEET WEST OF A POWER
 BE3815'POLE, AND 134 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL
 BE3815'SHED.
 BE3815
 BE3815                          STATION RECOVERY (1996)
 BE3815
 BE3815'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3813 ***********************************************************************
 BE3813  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3813  DESIGNATION -  872 8973 E TIDAL
 BE3813  PID         -  BE3813
 BE3813  STATE/COUNTY-  FL/GULF
 BE3813  USGS QUAD   -  ALLANTON (1992)
 BE3813
 BE3813                         *CURRENT SURVEY CONTROL
 BE3813  ___________________________________________________________________
 BE3813* NAD 83(1986)-  30 02 22.     (N)    085 23 27.     (W)     SCALED    
 BE3813* NAVD 88     -         1.822  (meters)       5.98   (feet)  ADJUSTED  
 BE3813  ___________________________________________________________________
 BE3813  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3813  DYNAMIC HT  -           1.820 (meters)       5.97  (feet)  COMP
 BE3813  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 BE3813
 BE3813  VERT ORDER  -  SECOND    CLASS I
 BE3813
 BE3813.The horizontal coordinates were scaled from a topographic map and have
 BE3813.an estimated accuracy of +/- 6 seconds.
 BE3813
 BE3813.The orthometric height was determined by differential leveling
 BE3813.and adjusted by the National Geodetic Survey in June 1991..
 BE3813
 BE3813.This Tidal Bench Mark is designated as VM 17266
 BE3813.by the Center for Operational Oceanographic Products and Services.
 BE3813
 BE3813.The geoid height was determined by GEOID03.
 BE3813
 BE3813.The dynamic height is computed by dividing the NAVD 88
 BE3813.geopotential number by the normal gravity value computed on the
 BE3813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3813.degrees latitude (g = 980.6199 gals.).
 BE3813
 BE3813.The modeled gravity was interpolated from observed gravity values.
 BE3813
 BE3813;                    North         East    Units  Estimated Accuracy
 BE3813;SPC FL N     -   115,560.      514,090.      MT  (+/- 180 meters Scaled)
 BE3813
 BE3813                          SUPERSEDED SURVEY CONTROL
 BE3813
 BE3813.No superseded survey control is available for this station.
 BE3813
 BE3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU551242(NAD 83)
 BE3813_MARKER: DJ = TIDAL STATION DISK
 BE3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3813_SP_SET: CONCRETE POST
 BE3813_STAMPING: 8973 E 1985
 BE3813_MARK LOGO: NOS   
 BE3813_PROJECTION: RECESSED 13 CENTIMETERS
 BE3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3813+STABILITY: SURFACE MOTION
 BE3813
 BE3813  HISTORY     - Date     Condition        Report By
 BE3813  HISTORY     - 1985     MONUMENTED       FLDNR
 BE3813  HISTORY     - 1991     GOOD             USPSQD
 BE3813  HISTORY     - 19940901 GOOD             USPSQD
 BE3813  HISTORY     - 19990420 GOOD             USPSQD
 BE3813
 BE3813                          STATION DESCRIPTION
 BE3813
 BE3813'DESCRIBED BY FL DEPT OF NAT RES 1985
 BE3813'14.75 MI NORTH FROM MEXICO BEACH.
 BE3813'BEGIN AT THE JUNCTION OF STATE ROAD 386 WITH U.S. HIGHWAY 98, GO 9.3
 BE3813'MILES NORTH ON STATE ROAD 386 TO THE JUNCTION OF A PAVED ROAD LEADING
 BE3813'WEST, GO 4.95 MILES WEST ON THIS ROAD TO A PRIVATE DRIVE AND THE MARK
 BE3813'VICINITY.  THE MARK BEARS 217 FEET SOUTH OF THE JUNCTION OF THE
 BE3813'DRIVE, 35 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.7 FEET
 BE3813'WEST- SOUTHWEST OF POWER POLE 67, AND 1.3 FEET EAST-NORTHEAST OF A
 BE3813'WITNESS POST.
 BE3813'THE MARK IS 1 FT BELOW ROAD.
 BE3813
 BE3813                          STATION RECOVERY (1991)
 BE3813
 BE3813'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 BE3813'RECOVERED IN GOOD CONDITION.
 BE3813
 BE3813                          STATION RECOVERY (1994)
 BE3813
 BE3813'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3813'RECOVERED IN GOOD CONDITION.
 BE3813
 BE3813                          STATION RECOVERY (1999)
 BE3813
 BE3813'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0850 ***********************************************************************
 AS0850  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0850  DESIGNATION -  872 8995 A TIDAL
 AS0850  PID         -  AS0850
 AS0850  STATE/COUNTY-  FL/BAY
 AS0850  USGS QUAD   -  BEACON HILL (1982)
 AS0850
 AS0850                         *CURRENT SURVEY CONTROL
 AS0850  ___________________________________________________________________
 AS0850* NAD 83(1986)-  29 57 13.     (N)    085 25 36.     (W)     SCALED    
 AS0850* NAVD 88     -         4.792  (meters)      15.72   (feet)  ADJUSTED  
 AS0850  ___________________________________________________________________
 AS0850  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0850  DYNAMIC HT  -           4.786 (meters)      15.70  (feet)  COMP
 AS0850  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 AS0850
 AS0850  VERT ORDER  -  SECOND    CLASS I
 AS0850
 AS0850.The horizontal coordinates were scaled from a topographic map and have
 AS0850.an estimated accuracy of +/- 6 seconds.
 AS0850
 AS0850.The orthometric height was determined by differential leveling
 AS0850.and adjusted by the National Geodetic Survey in June 1991..
 AS0850
 AS0850.This Tidal Bench Mark is designated as VM 9940
 AS0850.by the Center for Operational Oceanographic Products and Services.
 AS0850
 AS0850.The geoid height was determined by GEOID03.
 AS0850
 AS0850.The dynamic height is computed by dividing the NAVD 88
 AS0850.geopotential number by the normal gravity value computed on the
 AS0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0850.degrees latitude (g = 980.6199 gals.).
 AS0850
 AS0850.The modeled gravity was interpolated from observed gravity values.
 AS0850
 AS0850;                    North         East    Units  Estimated Accuracy
 AS0850;SPC FL N     -   106,070.      510,550.      MT  (+/- 180 meters Scaled)
 AS0850
 AS0850                          SUPERSEDED SURVEY CONTROL
 AS0850
 AS0850.No superseded survey control is available for this station.
 AS0850
 AS0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU518146(NAD 83)
 AS0850_MARKER: DD = SURVEY DISK
 AS0850_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AS0850_SP_SET: BRIDGE ABUTMENT
 AS0850_STAMPING: 8995 A 16.21
 AS0850_MARK LOGO: FLDT  
 AS0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0850
 AS0850  HISTORY     - Date     Condition        Report By
 AS0850  HISTORY     - UNK      MONUMENTED       FLDT
 AS0850  HISTORY     - 1985     GOOD             FLDNR
 AS0850
 AS0850                          STATION DESCRIPTION
 AS0850
 AS0850'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0850'IN MEXICO BEACH.
 AS0850'THE MARK IS SET IN THE SOUTHEAST ABUTMENT OF THE U.S. HIGHWAY 98
 AS0850'BRIDGE OVER SALT CREEK, AT THE NORTHWEST EDGE OF MEXICO BEACH, 29
 AS0850'FEET NORTHEAST OF THE CENTERLINE OF U.S. 98, AND 190 FEET NORTHWEST
 AS0850'OF THE INTERSECTION OF 42ND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0310 ***********************************************************************
 AS0310  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0310  DESIGNATION -  872 8995 TIDAL 1
 AS0310  PID         -  AS0310
 AS0310  STATE/COUNTY-  FL/BAY
 AS0310  USGS QUAD   -  BEACON HILL (1982)
 AS0310
 AS0310                         *CURRENT SURVEY CONTROL
 AS0310  ___________________________________________________________________
 AS0310* NAD 83(1986)-  29 56 59.     (N)    085 25 27.     (W)     SCALED    
 AS0310* NAVD 88     -         2.546  (meters)       8.35   (feet)  ADJUSTED  
 AS0310  ___________________________________________________________________
 AS0310  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AS0310  DYNAMIC HT  -           2.542 (meters)       8.34  (feet)  COMP
 AS0310  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 AS0310
 AS0310  VERT ORDER  -  SECOND    CLASS I
 AS0310
 AS0310.The horizontal coordinates were scaled from a topographic map and have
 AS0310.an estimated accuracy of +/- 6 seconds.
 AS0310
 AS0310.The orthometric height was determined by differential leveling
 AS0310.and adjusted by the National Geodetic Survey in June 1991..
 AS0310
 AS0310.This Tidal Bench Mark is designated as VM 9933
 AS0310.by the Center for Operational Oceanographic Products and Services.
 AS0310
 AS0310.The geoid height was determined by GEOID03.
 AS0310
 AS0310.The dynamic height is computed by dividing the NAVD 88
 AS0310.geopotential number by the normal gravity value computed on the
 AS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0310.degrees latitude (g = 980.6199 gals.).
 AS0310
 AS0310.The modeled gravity was interpolated from observed gravity values.
 AS0310
 AS0310;                    North         East    Units  Estimated Accuracy
 AS0310;SPC FL N     -   105,640.      510,790.      MT  (+/- 180 meters Scaled)
 AS0310
 AS0310                          SUPERSEDED SURVEY CONTROL
 AS0310
 AS0310  NGVD 29 (09/01/92)    2.682  (m)            8.80   (f) ADJUSTED    2 1
 AS0310
 AS0310.Superseded values are not recommended for survey control.
 AS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0310.See file dsdata.txt to determine how the superseded data were derived.
 AS0310
 AS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU520142(NAD 83)
 AS0310_MARKER: DJ = TIDAL STATION DISK
 AS0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0310_SP_SET: CONCRETE BULKHEAD
 AS0310_STAMPING: 1 1973
 AS0310_MARK LOGO: NOS   
 AS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0310+STABILITY: SURFACE MOTION
 AS0310
 AS0310  HISTORY     - Date     Condition        Report By
 AS0310  HISTORY     - 1973     MONUMENTED       NGS
 AS0310  HISTORY     - 1976     GOOD             NGS
 AS0310  HISTORY     - 1985     GOOD             FLDNR
 AS0310  HISTORY     - 1988     GOOD             USPSQD
 AS0310  HISTORY     - 19940411 GOOD             USPSQD
 AS0310  HISTORY     - 19990406 GOOD             USPSQD
 AS0310
 AS0310                          STATION DESCRIPTION
 AS0310
 AS0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0310'IN MEXICO BEACH.
 AS0310'A STANDARD NOS BM DISK STAMPED 1,1973 AND LOCATED AT THE HEAD OF
 AS0310'MUNICIPAL PIER (37TH STREET) ON THE EAST SIDE OF THE PIER SET FLUSH IN
 AS0310'THE TOP CENTER OF THE 1 FOOT THICK CONCRETE PIER SUPPORT.  3 FEET
 AS0310'BELOW PIER DECK.  4 FEET EAST OF THE SOUTHEAST CORNER OF CONCRETE PIER
 AS0310'SUPPORT.  1 FOOT EAST OF PIER DECK.
 AS0310
 AS0310                          STATION RECOVERY (1985)
 AS0310
 AS0310'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0310'RECOVERED IN GOOD CONDITION.
 AS0310
 AS0310                          STATION RECOVERY (1988)
 AS0310
 AS0310'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL)
 AS0310'RECOVERED IN GOOD CONDITION.
 AS0310
 AS0310                          STATION RECOVERY (1994)
 AS0310
 AS0310'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0310'RECOVERED IN GOOD CONDITION.
 AS0310
 AS0310                          STATION RECOVERY (1999)
 AS0310
 AS0310'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0311 ***********************************************************************
 AS0311  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0311  DESIGNATION -  872 8995 TIDAL 2
 AS0311  PID         -  AS0311
 AS0311  STATE/COUNTY-  FL/BAY
 AS0311  USGS QUAD   -  BEACON HILL (1982)
 AS0311
 AS0311                         *CURRENT SURVEY CONTROL
 AS0311  ___________________________________________________________________
 AS0311* NAD 83(1986)-  29 57 07.     (N)    085 25 27.     (W)     SCALED    
 AS0311* NAVD 88     -         2.684  (meters)       8.81   (feet)  ADJUSTED  
 AS0311  ___________________________________________________________________
 AS0311  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0311  DYNAMIC HT  -           2.680 (meters)       8.79  (feet)  COMP
 AS0311  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 AS0311
 AS0311  VERT ORDER  -  SECOND    CLASS I
 AS0311
 AS0311.The horizontal coordinates were scaled from a topographic map and have
 AS0311.an estimated accuracy of +/- 6 seconds.
 AS0311
 AS0311.The orthometric height was determined by differential leveling
 AS0311.and adjusted by the National Geodetic Survey in June 1991..
 AS0311
 AS0311.This Tidal Bench Mark is designated as VM 9934
 AS0311.by the Center for Operational Oceanographic Products and Services.
 AS0311
 AS0311.The geoid height was determined by GEOID03.
 AS0311
 AS0311.The dynamic height is computed by dividing the NAVD 88
 AS0311.geopotential number by the normal gravity value computed on the
 AS0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0311.degrees latitude (g = 980.6199 gals.).
 AS0311
 AS0311.The modeled gravity was interpolated from observed gravity values.
 AS0311
 AS0311;                    North         East    Units  Estimated Accuracy
 AS0311;SPC FL N     -   105,880.      510,790.      MT  (+/- 180 meters Scaled)
 AS0311
 AS0311                          SUPERSEDED SURVEY CONTROL
 AS0311
 AS0311  NGVD 29 (09/01/92)    2.819  (m)            9.25   (f) ADJUSTED    2 1
 AS0311
 AS0311.Superseded values are not recommended for survey control.
 AS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0311.See file dsdata.txt to determine how the superseded data were derived.
 AS0311
 AS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU520145(NAD 83)
 AS0311_MARKER: DJ = TIDAL STATION DISK
 AS0311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0311_SP_SET: CULVERT HEADWALL
 AS0311_STAMPING: 2 1973
 AS0311_MARK LOGO: NOS   
 AS0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0311+STABILITY: SURFACE MOTION
 AS0311
 AS0311  HISTORY     - Date     Condition        Report By
 AS0311  HISTORY     - UNK      MONUMENTED       CGS
 AS0311  HISTORY     - 1976     GOOD             NGS
 AS0311  HISTORY     - 1985     GOOD             FLDNR
 AS0311
 AS0311                          STATION DESCRIPTION
 AS0311
 AS0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0311'IN MEXICO BEACH.
 AS0311'A STANDARD NOS BM DISK STAMPED 2 1973 AND LOCATED IN THE TOP CENTER OF
 AS0311'A CONCRETE CULVERT WHICH GOES UNDER HIGHWAY 98.  SET FLUSH IN THE 1
 AS0311'FOOT THICK CULVERT.  ON SOUTH SIDE OF HIGHWAY 0.3 MILE NORTHWEST OF
 AS0311'SHOPPING CENTER.  ABOUT 110 FEET SOUTHEAST OF CENTERLINE OF 39TH
 AS0311'STREET.  ABOUT 30 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY.  AND MIDWAY
 AS0311'BETWEEN 38TH AND AND 39TH STREETS.  ABOUT 3 FEET BELOW HIGHWAY.
 AS0311
 AS0311                          STATION RECOVERY (1985)
 AS0311
 AS0311'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0849 ***********************************************************************
 AS0849  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0849  DESIGNATION -  872 8995 TIDAL 3
 AS0849  PID         -  AS0849
 AS0849  STATE/COUNTY-  FL/BAY
 AS0849  USGS QUAD   -  BEACON HILL (1982)
 AS0849
 AS0849                         *CURRENT SURVEY CONTROL
 AS0849  ___________________________________________________________________
 AS0849* NAD 83(1986)-  29 57 09.     (N)    085 25 30.     (W)     SCALED    
 AS0849* NAVD 88     -         3.584  (meters)      11.76   (feet)  ADJUSTED  
 AS0849  ___________________________________________________________________
 AS0849  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0849  DYNAMIC HT  -           3.579 (meters)      11.74  (feet)  COMP
 AS0849  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 AS0849
 AS0849  VERT ORDER  -  SECOND    CLASS I
 AS0849
 AS0849.The horizontal coordinates were scaled from a topographic map and have
 AS0849.an estimated accuracy of +/- 6 seconds.
 AS0849
 AS0849.The orthometric height was determined by differential leveling
 AS0849.and adjusted by the National Geodetic Survey in June 1991..
 AS0849
 AS0849.This Tidal Bench Mark is designated as VM 9935
 AS0849.by the Center for Operational Oceanographic Products and Services.
 AS0849
 AS0849.The geoid height was determined by GEOID03.
 AS0849
 AS0849.The dynamic height is computed by dividing the NAVD 88
 AS0849.geopotential number by the normal gravity value computed on the
 AS0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0849.degrees latitude (g = 980.6199 gals.).
 AS0849
 AS0849.The modeled gravity was interpolated from observed gravity values.
 AS0849
 AS0849;                    North         East    Units  Estimated Accuracy
 AS0849;SPC FL N     -   105,940.      510,710.      MT  (+/- 180 meters Scaled)
 AS0849
 AS0849                          SUPERSEDED SURVEY CONTROL
 AS0849
 AS0849.No superseded survey control is available for this station.
 AS0849
 AS0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU519145(NAD 83)
 AS0849_MARKER: DJ = TIDAL STATION DISK
 AS0849_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AS0849+WITH SETTING: PAVEMENT
 AS0849_SP_SET: CONCRETE SLAB
 AS0849_STAMPING: BM 3 1981
 AS0849_MARK LOGO: NOS   
 AS0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0849+STABILITY: SURFACE MOTION
 AS0849
 AS0849  HISTORY     - Date     Condition        Report By
 AS0849  HISTORY     - 1981     MONUMENTED       NOS
 AS0849  HISTORY     - 1985     GOOD             FLDNR
 AS0849  HISTORY     - 19940411 MARK NOT FOUND   USPSQD
 AS0849
 AS0849                          STATION DESCRIPTION
 AS0849
 AS0849'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0849'IN MEXICO BEACH.
 AS0849'THE MARK IS AT MARQUARDTS MARINA, 0.35 MILE NORTHWEST OF A SHOPPING
 AS0849'CENTER, 70 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 98, 45.8
 AS0849'FEET EAST OF POWER POLE 57M-115R, 93.3 FEET EAST OF THE SOUTH CORNER
 AS0849'OF THE MARINA BOAT STORAGE BUILDING, AND IS SET IN A CONCRETE ISLAND
 AS0849'FOR GAS PUMPS.
 AS0849
 AS0849                          STATION RECOVERY (1994)
 AS0849
 AS0849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1733 ***********************************************************************
 BE1733  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1733  DESIGNATION -  872 9015 TIDAL 1
 BE1733  PID         -  BE1733
 BE1733  STATE/COUNTY-  FL/BAY
 BE1733  USGS QUAD   -  ALLANTON (1992)
 BE1733
 BE1733                         *CURRENT SURVEY CONTROL
 BE1733  ___________________________________________________________________
 BE1733* NAD 83(1986)-  30 01 52.     (N)    085 27 52.     (W)     SCALED    
 BE1733* NAVD 88     -         0.777  (meters)       2.55   (feet)  ADJUSTED  
 BE1733  ___________________________________________________________________
 BE1733  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1733  DYNAMIC HT  -           0.776 (meters)       2.55  (feet)  COMP
 BE1733  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BE1733
 BE1733  VERT ORDER  -  SECOND    CLASS I
 BE1733
 BE1733.The horizontal coordinates were scaled from a topographic map and have
 BE1733.an estimated accuracy of +/- 6 seconds.
 BE1733
 BE1733.The orthometric height was determined by differential leveling
 BE1733.and adjusted by the National Geodetic Survey in June 1991..
 BE1733
 BE1733.This Tidal Bench Mark is designated as VM 9942
 BE1733.by the Center for Operational Oceanographic Products and Services.
 BE1733
 BE1733.The geoid height was determined by GEOID03.
 BE1733
 BE1733.The dynamic height is computed by dividing the NAVD 88
 BE1733.geopotential number by the normal gravity value computed on the
 BE1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1733.degrees latitude (g = 980.6199 gals.).
 BE1733
 BE1733.The modeled gravity was interpolated from observed gravity values.
 BE1733
 BE1733;                    North         East    Units  Estimated Accuracy
 BE1733;SPC FL N     -   114,690.      506,980.      MT  (+/- 180 meters Scaled)
 BE1733
 BE1733                          SUPERSEDED SURVEY CONTROL
 BE1733
 BE1733.No superseded survey control is available for this station.
 BE1733
 BE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU480232(NAD 83)
 BE1733_MARKER: DJ = TIDAL STATION DISK
 BE1733_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1733_SP_SET: COPPER-CLAD STEEL ROD
 BE1733_STAMPING: NO 1 1975
 BE1733_MARK LOGO: NOS   
 BE1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1733
 BE1733  HISTORY     - Date     Condition        Report By
 BE1733  HISTORY     - 1975     MONUMENTED       NOS
 BE1733  HISTORY     - 1977     GOOD             FLDNR
 BE1733  HISTORY     - 1986     GOOD             FLDNR
 BE1733  HISTORY     - 19950204 GOOD             USPSQD
 BE1733  HISTORY     - 20011020 GOOD             USPSQD
 BE1733
 BE1733                          STATION DESCRIPTION
 BE1733
 BE1733'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1733'11.2 MILES SE FROM CALLAWAY.
 BE1733'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1733'5.55 MILES ALONG SR 22 TO ITS INTERSECTION WITH SR 167, THENCE
 BE1733'SOUTHERLY 9.1 MILES ALONG SR 167 TO END OF PAVEMENT AND AN EAST
 BE1733'BEARING GRADED DIRT ROAD, THENCE EAST AND SOUTHEASTERLY ALONG GRADED
 BE1733'DIRT ROAD 1.3 MILES TO C D KING MAILBOX AND A DRIVEWAY LEADING SOUTH,
 BE1733'THENCE 0.2 MILES SOUTH ALONG DRIVEWAY. MARK BEARS 75 FEET
 BE1733'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF C D KINGS HOUSE, 4.9 FEET
 BE1733'EAST OF A 2.2 FOOT DIAMETER PECAN TREE, 105 FEET WEST OF SHORELINE.
 BE1733
 BE1733                          STATION RECOVERY (1986)
 BE1733
 BE1733'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1733'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 105 FEET NORTH OF THE
 BE1733'SHORELINE.
 BE1733
 BE1733                          STATION RECOVERY (1995)
 BE1733
 BE1733'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1733'RECOVERED IN GOOD CONDITION.
 BE1733
 BE1733                          STATION RECOVERY (2001)
 BE1733
 BE1733'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1732 ***********************************************************************
 BE1732  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1732  DESIGNATION -  872 9015 TIDAL 3
 BE1732  PID         -  BE1732
 BE1732  STATE/COUNTY-  FL/BAY
 BE1732  USGS QUAD   -  ALLANTON (1992)
 BE1732
 BE1732                         *CURRENT SURVEY CONTROL
 BE1732  ___________________________________________________________________
 BE1732* NAD 83(1986)-  30 01 52.     (N)    085 27 53.     (W)     SCALED    
 BE1732* NAVD 88     -         0.926  (meters)       3.04   (feet)  ADJUSTED  
 BE1732  ___________________________________________________________________
 BE1732  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1732  DYNAMIC HT  -           0.925 (meters)       3.03  (feet)  COMP
 BE1732  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BE1732
 BE1732  VERT ORDER  -  SECOND    CLASS I
 BE1732
 BE1732.The horizontal coordinates were scaled from a topographic map and have
 BE1732.an estimated accuracy of +/- 6 seconds.
 BE1732
 BE1732.The orthometric height was determined by differential leveling
 BE1732.and adjusted by the National Geodetic Survey in June 1991..
 BE1732
 BE1732.This Tidal Bench Mark is designated as VM 9944
 BE1732.by the Center for Operational Oceanographic Products and Services.
 BE1732
 BE1732.The geoid height was determined by GEOID03.
 BE1732
 BE1732.The dynamic height is computed by dividing the NAVD 88
 BE1732.geopotential number by the normal gravity value computed on the
 BE1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1732.degrees latitude (g = 980.6199 gals.).
 BE1732
 BE1732.The modeled gravity was interpolated from observed gravity values.
 BE1732
 BE1732;                    North         East    Units  Estimated Accuracy
 BE1732;SPC FL N     -   114,690.      506,950.      MT  (+/- 180 meters Scaled)
 BE1732
 BE1732                          SUPERSEDED SURVEY CONTROL
 BE1732
 BE1732.No superseded survey control is available for this station.
 BE1732
 BE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU480232(NAD 83)
 BE1732_MARKER: DJ = TIDAL STATION DISK
 BE1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1732_SP_SET: CONCRETE POST
 BE1732_STAMPING: NO 3 1975
 BE1732_MARK LOGO: NOS   
 BE1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1732+STABILITY: SURFACE MOTION
 BE1732
 BE1732  HISTORY     - Date     Condition        Report By
 BE1732  HISTORY     - 1975     MONUMENTED       NOS
 BE1732  HISTORY     - 1977     GOOD             FLDNR
 BE1732  HISTORY     - 1986     GOOD             FLDNR
 BE1732  HISTORY     - 19950204 GOOD             USPSQD
 BE1732  HISTORY     - 20011020 GOOD             USPSQD
 BE1732
 BE1732                          STATION DESCRIPTION
 BE1732
 BE1732'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1732'11.2 MILES SE FROM CALLAWAY.
 BE1732'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1732'5.55 MILES ALONG SR 22 TO ITS INTERSECTION WITH SR 167, THENCE
 BE1732'SOUTHERLY 9.1 MILES ALONG SR 167 TO END OF PAVEMENT AND AN EAST
 BE1732'BEARING GRADED DIRT ROAD, THENCE EAST AND SOUTHEASTERLY ALONG GRADED
 BE1732'DIRT ROAD 1.3 MILES TO C D KING MAILBOX AND A DRIVEWAY LEADING SOUTH,
 BE1732'THENCE SOUTH 0.2 MILES ALONG DRIVEWAY. MARK BEARS 53.5 FEET
 BE1732'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF C D KINGS HOUSE, 1.5 FEET
 BE1732'NORTHEAST OF A POWER POLE.
 BE1732
 BE1732                          STATION RECOVERY (1986)
 BE1732
 BE1732'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1732'RECOVERED IN GOOD CONDITION EXCEPT THE BEARINGS ARE IN ERROR.  THE
 BE1732'MARK IS WEST NORTHWEST OF THE NORTHWEST CORNER OF THE KING RESIDENCE,
 BE1732'NORTH OF THE POWER POLE, AND IS 1 FOOT BELOW THE LEVEL OF THE
 BE1732'DRIVEWAY.
 BE1732
 BE1732                          STATION RECOVERY (1995)
 BE1732
 BE1732'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1732'RECOVERED IN GOOD CONDITION.
 BE1732
 BE1732                          STATION RECOVERY (2001)
 BE1732
 BE1732'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE1732'MARK IS ON LINE WITH A CIRCULAR OPENING (1 FOOT) AT THE WEST END OF
 BE1732'THE HOUSE JUST BELOW ITS ROOF PEAK AND A POWER POLE ABOUT 100 FEET TO
 BE1732'THE NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1730 ***********************************************************************
 BE1730  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1730  DESIGNATION -  872 9015 TIDAL 4
 BE1730  PID         -  BE1730
 BE1730  STATE/COUNTY-  FL/BAY
 BE1730  USGS QUAD   -  ALLANTON (1992)
 BE1730
 BE1730                         *CURRENT SURVEY CONTROL
 BE1730  ___________________________________________________________________
 BE1730* NAD 83(1986)-  30 01 59.     (N)    085 27 53.     (W)     SCALED    
 BE1730* NAVD 88     -         0.689  (meters)       2.26   (feet)  ADJUSTED  
 BE1730  ___________________________________________________________________
 BE1730  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1730  DYNAMIC HT  -           0.688 (meters)       2.26  (feet)  COMP
 BE1730  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 BE1730
 BE1730  VERT ORDER  -  SECOND    CLASS I
 BE1730
 BE1730.The horizontal coordinates were scaled from a topographic map and have
 BE1730.an estimated accuracy of +/- 6 seconds.
 BE1730
 BE1730.The orthometric height was determined by differential leveling
 BE1730.and adjusted by the National Geodetic Survey in June 1991..
 BE1730
 BE1730.This Tidal Bench Mark is designated as VM 12509
 BE1730.by the Center for Operational Oceanographic Products and Services.
 BE1730
 BE1730.The geoid height was determined by GEOID03.
 BE1730
 BE1730.The dynamic height is computed by dividing the NAVD 88
 BE1730.geopotential number by the normal gravity value computed on the
 BE1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1730.degrees latitude (g = 980.6199 gals.).
 BE1730
 BE1730.The modeled gravity was interpolated from observed gravity values.
 BE1730
 BE1730;                    North         East    Units  Estimated Accuracy
 BE1730;SPC FL N     -   114,910.      506,950.      MT  (+/- 180 meters Scaled)
 BE1730
 BE1730                          SUPERSEDED SURVEY CONTROL
 BE1730
 BE1730.No superseded survey control is available for this station.
 BE1730
 BE1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU480234(NAD 83)
 BE1730_MARKER: DJ = TIDAL STATION DISK
 BE1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1730_SP_SET: CONCRETE POST
 BE1730_STAMPING: NO 4 1975
 BE1730_MARK LOGO: NOS   
 BE1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1730+STABILITY: SURFACE MOTION
 BE1730
 BE1730  HISTORY     - Date     Condition        Report By
 BE1730  HISTORY     - 1975     MONUMENTED       NOS
 BE1730  HISTORY     - 1977     GOOD             FLDNR
 BE1730  HISTORY     - 1986     GOOD             FLDNR
 BE1730  HISTORY     - 19950204 GOOD             USPSQD
 BE1730  HISTORY     - 20011020 GOOD             USPSQD
 BE1730
 BE1730                          STATION DESCRIPTION
 BE1730
 BE1730'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1730'11.2 MILES SE FROM CALLAWAY.
 BE1730'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1730'5.55 MILES ALONG SR 22 TO ITS INTERSECTION WITH SR 167, THENCE
 BE1730'SOUTHERLY 9.1 MILES ALONG SR 167 TO THE END OF PAVEMENT AND AN EAST
 BE1730'BEARING GRADED DIRT ROAD, THENCE EAST AND SOUTHEASTERLY ALONG GRADED
 BE1730'DIRT ROAD 1.3 MILES TO C D KINGS MAILBOX AND A DRIVEWAY LEADING
 BE1730'SOUTH, THENCE SOUTH 0.1 MILES ALONG DRIVEWAY. MARK BEARS 20.6 FEET
 BE1730'WEST OF DIRT DRIVEWAY CENTERLINE, 7.9 FEET EAST OF FENCE LINE, 1 FOOT
 BE1730'NORTH OF A POWER POLE, 200 FEET SOUTH OF TIDAL 5.
 BE1730
 BE1730                          STATION RECOVERY (1986)
 BE1730
 BE1730'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1730'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 400 FEET SOUTH OF
 BE1730'BENCH MARK NO 5 1975, AND IS WEST OF THE POWER POLE.
 BE1730
 BE1730                          STATION RECOVERY (1995)
 BE1730
 BE1730'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1730'RECOVERED IN GOOD CONDITION.
 BE1730
 BE1730                          STATION RECOVERY (2001)
 BE1730
 BE1730'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE1730'MARK IS 177 FEET N OF STATION AND ONE FOOT N OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1729 ***********************************************************************
 BE1729  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1729  DESIGNATION -  872 9015 TIDAL 5
 BE1729  PID         -  BE1729
 BE1729  STATE/COUNTY-  FL/BAY
 BE1729  USGS QUAD   -  ALLANTON (1992)
 BE1729
 BE1729                         *CURRENT SURVEY CONTROL
 BE1729  ___________________________________________________________________
 BE1729* NAD 83(1986)-  30 02 02.     (N)    085 27 53.     (W)     SCALED    
 BE1729* NAVD 88     -         1.627  (meters)       5.34   (feet)  ADJUSTED  
 BE1729  ___________________________________________________________________
 BE1729  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1729  DYNAMIC HT  -           1.624 (meters)       5.33  (feet)  COMP
 BE1729  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 BE1729
 BE1729  VERT ORDER  -  SECOND    CLASS I
 BE1729
 BE1729.The horizontal coordinates were scaled from a topographic map and have
 BE1729.an estimated accuracy of +/- 6 seconds.
 BE1729
 BE1729.The orthometric height was determined by differential leveling
 BE1729.and adjusted by the National Geodetic Survey in June 1991..
 BE1729
 BE1729.This Tidal Bench Mark is designated as VM 9945
 BE1729.by the Center for Operational Oceanographic Products and Services.
 BE1729
 BE1729.The geoid height was determined by GEOID03.
 BE1729
 BE1729.The dynamic height is computed by dividing the NAVD 88
 BE1729.geopotential number by the normal gravity value computed on the
 BE1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1729.degrees latitude (g = 980.6199 gals.).
 BE1729
 BE1729.The modeled gravity was interpolated from observed gravity values.
 BE1729
 BE1729;                    North         East    Units  Estimated Accuracy
 BE1729;SPC FL N     -   115,000.      506,960.      MT  (+/- 180 meters Scaled)
 BE1729
 BE1729                          SUPERSEDED SURVEY CONTROL
 BE1729
 BE1729.No superseded survey control is available for this station.
 BE1729
 BE1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU480235(NAD 83)
 BE1729_MARKER: DJ = TIDAL STATION DISK
 BE1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1729_SP_SET: CONCRETE POST
 BE1729_STAMPING: NO 5 1975
 BE1729_MARK LOGO: NOS   
 BE1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1729+STABILITY: SURFACE MOTION
 BE1729
 BE1729  HISTORY     - Date     Condition        Report By
 BE1729  HISTORY     - 1975     MONUMENTED       NOS
 BE1729  HISTORY     - 1977     GOOD             FLDNR
 BE1729  HISTORY     - 1986     GOOD             FLDNR
 BE1729  HISTORY     - 19950204 GOOD             USPSQD
 BE1729  HISTORY     - 20011020 GOOD             USPSQD
 BE1729
 BE1729                          STATION DESCRIPTION
 BE1729
 BE1729'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1729'11.2 MILES SE FROM CALLAWAY.
 BE1729'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY PROCEED EAST
 BE1729'5.55 MILES ALONG SR 22 TO ITS INTERSECTION WITH SR 167, THENCE
 BE1729'SOUTHERLY 9.1 MILES ALONG SR 167 TO THE END OF PAVEMENT AND AN EAST
 BE1729'BEARING GRADED DIRT ROAD, THENCE EAST AND SOUTHEASTERLY ALONG GRADED
 BE1729'DIRT ROAD 1.3 MILES TO C D KINGS MAILBOX AND A DRIVEWAY LEADING SOUTH,
 BE1729'THENCE SOUTH 0.05 MILES ALONG DRIVEWAY. MARK BEARS 22.5 FEET WEST OF
 BE1729'DIRT DRIVEWAY CENTERLINE, 14.5 FEET NORTHEAST OF THE CORNER POST OF A
 BE1729'FENCE AND 1 FOOT NORTH OF A POWER POLE.
 BE1729
 BE1729                          STATION RECOVERY (1986)
 BE1729
 BE1729'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1729'RECOVERED IN GOOD CONDITION.
 BE1729
 BE1729                          STATION RECOVERY (1995)
 BE1729
 BE1729'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1729'RECOVERED IN GOOD CONDITION.
 BE1729
 BE1729                          STATION RECOVERY (2001)
 BE1729
 BE1729'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1731 ***********************************************************************
 BE1731  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1731  DESIGNATION -  872 9015 TIDAL C D KING
 BE1731  PID         -  BE1731
 BE1731  STATE/COUNTY-  FL/BAY
 BE1731  USGS QUAD   -  ALLANTON (1992)
 BE1731
 BE1731                         *CURRENT SURVEY CONTROL
 BE1731  ___________________________________________________________________
 BE1731* NAD 83(1986)-  30 01 56.     (N)    085 27 53.     (W)     SCALED    
 BE1731* NAVD 88     -         1.188  (meters)       3.90   (feet)  ADJUSTED  
 BE1731  ___________________________________________________________________
 BE1731  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE1731  DYNAMIC HT  -           1.186 (meters)       3.89  (feet)  COMP
 BE1731  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BE1731
 BE1731  VERT ORDER  -  SECOND    CLASS I
 BE1731
 BE1731.The horizontal coordinates were scaled from a topographic map and have
 BE1731.an estimated accuracy of +/- 6 seconds.
 BE1731
 BE1731.The orthometric height was determined by differential leveling
 BE1731.and adjusted by the National Geodetic Survey in June 1991..
 BE1731
 BE1731.This Tidal Bench Mark is designated as VM 9943
 BE1731.by the Center for Operational Oceanographic Products and Services.
 BE1731
 BE1731.The geoid height was determined by GEOID03.
 BE1731
 BE1731.The dynamic height is computed by dividing the NAVD 88
 BE1731.geopotential number by the normal gravity value computed on the
 BE1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1731.degrees latitude (g = 980.6199 gals.).
 BE1731
 BE1731.The modeled gravity was interpolated from observed gravity values.
 BE1731
 BE1731;                    North         East    Units  Estimated Accuracy
 BE1731;SPC FL N     -   114,810.      506,950.      MT  (+/- 180 meters Scaled)
 BE1731
 BE1731                          SUPERSEDED SURVEY CONTROL
 BE1731
 BE1731.No superseded survey control is available for this station.
 BE1731
 BE1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU480233(NAD 83)
 BE1731_MARKER: DJ = TIDAL STATION DISK
 BE1731_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1731_SP_SET: COPPER-CLAD STEEL ROD
 BE1731_STAMPING: C D KING 1975
 BE1731_MARK LOGO: NOS   
 BE1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1731
 BE1731  HISTORY     - Date     Condition        Report By
 BE1731  HISTORY     - 1975     MONUMENTED       NOS
 BE1731  HISTORY     - 1977     GOOD             FLDNR
 BE1731  HISTORY     - 1986     GOOD             FLDNR
 BE1731  HISTORY     - 19950204 GOOD             USPSQD
 BE1731  HISTORY     - 20011020 GOOD             USPSQD
 BE1731
 BE1731                          STATION DESCRIPTION
 BE1731
 BE1731'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1731'11.2 MILES SE FROM CALLAWAY.
 BE1731'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1731'5.55 MILES ALONG SR 22 TO ITS INTERSECTION WITH SR 167, THENCE
 BE1731'SOUTHERLY 9.1 MILES ALONG SR 167 TO END OF PAVEMENT AND AN EAST
 BE1731'BEARING DIRT ROAD, THENCE EAST AND SOUTHEASTERLY ALONG GRADED DIRT
 BE1731'ROAD 1.3 MILES TO C D KINGS MAILBOX AND A DRIVEWAY LEADING SOUTH,
 BE1731'THENCE SOUTH 0.15 MILES ALONG DRIVEWAY. MARK BEARS 14.9 FEET WEST OF
 BE1731'DRIVEWAY CENTERLINE, 1.1 FEET NORTH OF A FENCE LINE, 7 FEET NORTHEAST
 BE1731'OF C D KINGS BARN, 1.6 FEET NORTH OF A POWER POLE, 200 FEET SOUTH OF
 BE1731'TIDAL 4.
 BE1731
 BE1731                          STATION RECOVERY (1986)
 BE1731
 BE1731'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1731'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 10 FEET EAST OF THE
 BE1731'FENCE LINE.
 BE1731
 BE1731                          STATION RECOVERY (1995)
 BE1731
 BE1731'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1731'RECOVERED IN GOOD CONDITION.
 BE1731
 BE1731                          STATION RECOVERY (2001)
 BE1731
 BE1731'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE1731'MARK IS 177 FEET S OF TIDAL 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0867 ***********************************************************************
 AS0867  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0867  DESIGNATION -  872 9022 A TIDAL
 AS0867  PID         -  AS0867
 AS0867  STATE/COUNTY-  FL/BAY
 AS0867  USGS QUAD   -  BEACON HILL (1982)
 AS0867
 AS0867                         *CURRENT SURVEY CONTROL
 AS0867  ___________________________________________________________________
 AS0867* NAD 83(1986)-  29 58 05.     (N)    085 28 26.     (W)     SCALED    
 AS0867* NAVD 88     -         2.926  (meters)       9.60   (feet)  ADJUSTED  
 AS0867  ___________________________________________________________________
 AS0867  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AS0867  DYNAMIC HT  -           2.922 (meters)       9.59  (feet)  COMP
 AS0867  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 AS0867
 AS0867  VERT ORDER  -  SECOND    CLASS I
 AS0867
 AS0867.The horizontal coordinates were scaled from a topographic map and have
 AS0867.an estimated accuracy of +/- 6 seconds.
 AS0867
 AS0867.The orthometric height was determined by differential leveling
 AS0867.and adjusted by the National Geodetic Survey in June 1991..
 AS0867
 AS0867.This Tidal Bench Mark is designated as VM 9949
 AS0867.by the Center for Operational Oceanographic Products and Services.
 AS0867
 AS0867.The geoid height was determined by GEOID03.
 AS0867
 AS0867.The dynamic height is computed by dividing the NAVD 88
 AS0867.geopotential number by the normal gravity value computed on the
 AS0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0867.degrees latitude (g = 980.6199 gals.).
 AS0867
 AS0867.The modeled gravity was interpolated from observed gravity values.
 AS0867
 AS0867;                    North         East    Units  Estimated Accuracy
 AS0867;SPC FL N     -   107,710.      506,010.      MT  (+/- 180 meters Scaled)
 AS0867
 AS0867                          SUPERSEDED SURVEY CONTROL
 AS0867
 AS0867.No superseded survey control is available for this station.
 AS0867
 AS0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU472162(NAD 83)
 AS0867_MARKER: DJ = TIDAL STATION DISK
 AS0867_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AS0867+WITH SETTING: PAVEMENT
 AS0867_SP_SET: CONCRETE STAIRWAY
 AS0867_STAMPING: 9022 A 1976
 AS0867_MARK LOGO: NOS   
 AS0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0867+STABILITY: SURFACE MOTION
 AS0867
 AS0867  HISTORY     - Date     Condition        Report By
 AS0867  HISTORY     - 1976     MONUMENTED       NOS
 AS0867  HISTORY     - 1985     GOOD             FLDNR
 AS0867  HISTORY     - 19940411 GOOD             USPSQD
 AS0867  HISTORY     - 19990406 GOOD             USPSQD
 AS0867
 AS0867                          STATION DESCRIPTION
 AS0867
 AS0867'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0867'4.95 MI NW FROM MEXICO BEACH.
 AS0867'BEGIN AT THE JUNCTION OF 20TH STREET WITH U.S. HIGHWAY 98, GO 3.85
 AS0867'MILES NORTHWEST ON U.S. 98 TO THE JUNCTION OF A PAVED ROAD LEADING
 AS0867'SOUTH TO A MILITARY INSTALLATION ON TYNDALL AIR FORCE BASE, GO 1.1
 AS0867'MILES SOUTH AND WEST ON THE PAVED ROAD TO THE MAIN BUILDING OF THE
 AS0867'MILITARY INSTALLATION AND THE MARK.  THE MARK BEARS 70 FEET NORTH-
 AS0867'NORTHWEST OF THE CENTERLINE OF A CIRCULAR DRIVE, 0.7 FOOT WEST OF THE
 AS0867'EAST EDGE OF THE STAIRS ON THE WEST SIDE OF THE BUILDING, AND IS SET
 AS0867'IN THE STAIRWAY.
 AS0867
 AS0867                          STATION RECOVERY (1994)
 AS0867
 AS0867'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0867'RECOVERED IN GOOD CONDITION.
 AS0867
 AS0867                          STATION RECOVERY (1999)
 AS0867
 AS0867'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0865 ***********************************************************************
 AS0865  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0865  DESIGNATION -  872 9022 F TIDAL
 AS0865  PID         -  AS0865
 AS0865  STATE/COUNTY-  FL/BAY
 AS0865  USGS QUAD   -  BEACON HILL (1982)
 AS0865
 AS0865                         *CURRENT SURVEY CONTROL
 AS0865  ___________________________________________________________________
 AS0865* NAD 83(1986)-  29 58 10.     (N)    085 27 53.     (W)     SCALED    
 AS0865* NAVD 88     -         1.790  (meters)       5.87   (feet)  ADJUSTED  
 AS0865  ___________________________________________________________________
 AS0865  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AS0865  DYNAMIC HT  -           1.788 (meters)       5.87  (feet)  COMP
 AS0865  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 AS0865
 AS0865  VERT ORDER  -  SECOND    CLASS I
 AS0865
 AS0865.The horizontal coordinates were scaled from a topographic map and have
 AS0865.an estimated accuracy of +/- 6 seconds.
 AS0865
 AS0865.The orthometric height was determined by differential leveling
 AS0865.and adjusted by the National Geodetic Survey in June 1991..
 AS0865
 AS0865.This Tidal Bench Mark is designated as VM 17171
 AS0865.by the Center for Operational Oceanographic Products and Services.
 AS0865
 AS0865.The geoid height was determined by GEOID03.
 AS0865
 AS0865.The dynamic height is computed by dividing the NAVD 88
 AS0865.geopotential number by the normal gravity value computed on the
 AS0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0865.degrees latitude (g = 980.6199 gals.).
 AS0865
 AS0865.The modeled gravity was interpolated from observed gravity values.
 AS0865
 AS0865;                    North         East    Units  Estimated Accuracy
 AS0865;SPC FL N     -   107,850.      506,890.      MT  (+/- 180 meters Scaled)
 AS0865
 AS0865                          SUPERSEDED SURVEY CONTROL
 AS0865
 AS0865.No superseded survey control is available for this station.
 AS0865
 AS0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU481163(NAD 83)
 AS0865_MARKER: DJ = TIDAL STATION DISK
 AS0865_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0865_SP_SET: CULVERT HEADWALL
 AS0865_STAMPING: 9022 F 1985
 AS0865_MARK LOGO: NOS   
 AS0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0865+STABILITY: SURFACE MOTION
 AS0865
 AS0865  HISTORY     - Date     Condition        Report By
 AS0865  HISTORY     - 1985     MONUMENTED       FLDNR
 AS0865  HISTORY     - 19940411 GOOD             USPSQD
 AS0865  HISTORY     - 19990406 GOOD             USPSQD
 AS0865
 AS0865                          STATION DESCRIPTION
 AS0865
 AS0865'DESCRIBED BY FL DEPT OF NAT RES 1985
 AS0865'4.2 MI NW FROM MEXICO BEACH.
 AS0865'BEGIN AT THE JUNCTION OF 20TH STREET WITH U.S. HIGHWAY 98, GO 3.85
 AS0865'MILES NORTHWEST ON U.S. 98 TO THE JUNCTION OF A PAVED ROAD LEADING
 AS0865'SOUTH TO A MILITARY INSTALLATION ON TYNDALL AIR FORCE BASE, GO 0.35
 AS0865'MILE SOUTH ON THE PAVED ROAD TO THE MARK.  THE MARK BEARS 16 FEET
 AS0865'WEST OF THE CENTERLINE OF THE PAVED ROAD, 61.2 FEET SOUTHWEST OF, AND
 AS0865'ACROSS THE ROAD FROM POWER POLE 1082, AND 0.5 FOOT SOUTH OF THE NORTH
 AS0865'END OF THE CULVERT HEADWALL.
 AS0865'THE MARK IS 1 FT ABOVE ROAD.
 AS0865
 AS0865                          STATION RECOVERY (1994)
 AS0865
 AS0865'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0865'RECOVERED IN GOOD CONDITION.
 AS0865
 AS0865                          STATION RECOVERY (1999)
 AS0865
 AS0865'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1719 ***********************************************************************
 BE1719  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1719  DESIGNATION -  872 9039 A TIDAL
 BE1719  PID         -  BE1719
 BE1719  STATE/COUNTY-  FL/BAY
 BE1719  USGS QUAD   -  SPRINGFIELD (1982)
 BE1719
 BE1719                         *CURRENT SURVEY CONTROL
 BE1719  ___________________________________________________________________
 BE1719* NAD 83(1986)-  30 08 18.     (N)    085 30 58.     (W)     SCALED    
 BE1719* NAVD 88     -         0.905  (meters)       2.97   (feet)  ADJUSTED  
 BE1719  ___________________________________________________________________
 BE1719  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE1719  DYNAMIC HT  -           0.904 (meters)       2.97  (feet)  COMP
 BE1719  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BE1719
 BE1719  VERT ORDER  -  SECOND    CLASS I
 BE1719
 BE1719.The horizontal coordinates were scaled from a topographic map and have
 BE1719.an estimated accuracy of +/- 6 seconds.
 BE1719
 BE1719.The orthometric height was determined by differential leveling
 BE1719.and adjusted by the National Geodetic Survey in June 1991..
 BE1719
 BE1719.This Tidal Bench Mark is designated as VM 9950
 BE1719.by the Center for Operational Oceanographic Products and Services.
 BE1719
 BE1719.The geoid height was determined by GEOID03.
 BE1719
 BE1719.The dynamic height is computed by dividing the NAVD 88
 BE1719.geopotential number by the normal gravity value computed on the
 BE1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1719.degrees latitude (g = 980.6199 gals.).
 BE1719
 BE1719.The modeled gravity was interpolated from observed gravity values.
 BE1719
 BE1719;                    North         East    Units  Estimated Accuracy
 BE1719;SPC FL N     -   126,620.      502,100.      MT  (+/- 180 meters Scaled)
 BE1719
 BE1719                          SUPERSEDED SURVEY CONTROL
 BE1719
 BE1719.No superseded survey control is available for this station.
 BE1719
 BE1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU429350(NAD 83)
 BE1719_MARKER: DJ = TIDAL STATION DISK
 BE1719_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1719_SP_SET: COPPER-CLAD STEEL ROD
 BE1719_STAMPING: 9039 A 1976
 BE1719_MARK LOGO: NOS   
 BE1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1719+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BE1719
 BE1719  HISTORY     - Date     Condition        Report By
 BE1719  HISTORY     - 1976     MONUMENTED       NOS
 BE1719  HISTORY     - 1977     GOOD             FLDNR
 BE1719  HISTORY     - 1984     GOOD             FLDNR
 BE1719  HISTORY     - 19940122 GOOD             USPSQD
 BE1719  HISTORY     - 19990130 GOOD             USPSQD
 BE1719  HISTORY     - 20041009 GOOD             USPSQD
 BE1719
 BE1719                          STATION DESCRIPTION
 BE1719
 BE1719'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1719'4.6 MILES ESE FROM CALLAWAY.
 BE1719'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1719'5.55 MILES ALONG SR 22 TO THE INTERSECTION OF SR 22 AND SR 167, THENCE
 BE1719'SOUTHERLY AND WESTERLY ALONG SR 167 1.3 MILES TO THE INTERSECTION OF
 BE1719'SR 167 AND AN UNNAMED DIRT ROAD, THENCE 0.7 MILES WESTERLY ALONG DIRT
 BE1719'ROAD. MARK BEARS 31 FEET NORTH OF UNNAMED DIRT ROAD CENTERLINE, 2.5
 BE1719'FEET NORTHWEST OF A POWER POLE.
 BE1719
 BE1719                          STATION RECOVERY (1984)
 BE1719
 BE1719'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1719'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 1.9 FEET NORTH OF A
 BE1719'TELEPHONE POLE, 36 FEET NORTH OF THE CENTERLINE OF OLD BICYCLE ROAD,
 BE1719'AND 1 FOOT BELOW GROUND LEVEL.
 BE1719
 BE1719                          STATION RECOVERY (1994)
 BE1719
 BE1719'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE1719'RECOVERED IN GOOD CONDITION.
 BE1719
 BE1719                          STATION RECOVERY (1999)
 BE1719
 BE1719'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1719'RECOVERED IN GOOD CONDITION.
 BE1719
 BE1719                          STATION RECOVERY (2004)
 BE1719
 BE1719'RECOVERY NOTE BY US POWER SQUADRON 2004
 BE1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1718 ***********************************************************************
 BE1718  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1718  DESIGNATION -  872 9039 B TIDAL
 BE1718  PID         -  BE1718
 BE1718  STATE/COUNTY-  FL/BAY
 BE1718  USGS QUAD   -  SPRINGFIELD (1982)
 BE1718
 BE1718                         *CURRENT SURVEY CONTROL
 BE1718  ___________________________________________________________________
 BE1718* NAD 83(1986)-  30 08 18.     (N)    085 30 47.     (W)     SCALED    
 BE1718* NAVD 88     -         1.865  (meters)       6.12   (feet)  ADJUSTED  
 BE1718  ___________________________________________________________________
 BE1718  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE1718  DYNAMIC HT  -           1.862 (meters)       6.11  (feet)  COMP
 BE1718  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BE1718
 BE1718  VERT ORDER  -  SECOND    CLASS I
 BE1718
 BE1718.The horizontal coordinates were scaled from a topographic map and have
 BE1718.an estimated accuracy of +/- 6 seconds.
 BE1718
 BE1718.The orthometric height was determined by differential leveling
 BE1718.and adjusted by the National Geodetic Survey in June 1991..
 BE1718
 BE1718.This Tidal Bench Mark is designated as VM 9951
 BE1718.by the Center for Operational Oceanographic Products and Services.
 BE1718
 BE1718.The geoid height was determined by GEOID03.
 BE1718
 BE1718.The dynamic height is computed by dividing the NAVD 88
 BE1718.geopotential number by the normal gravity value computed on the
 BE1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1718.degrees latitude (g = 980.6199 gals.).
 BE1718
 BE1718.The modeled gravity was interpolated from observed gravity values.
 BE1718
 BE1718;                    North         East    Units  Estimated Accuracy
 BE1718;SPC FL N     -   126,620.      502,400.      MT  (+/- 180 meters Scaled)
 BE1718
 BE1718                          SUPERSEDED SURVEY CONTROL
 BE1718
 BE1718.No superseded survey control is available for this station.
 BE1718
 BE1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU432350(NAD 83)
 BE1718_MARKER: DJ = TIDAL STATION DISK
 BE1718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1718_SP_SET: COPPER-CLAD STEEL ROD
 BE1718_STAMPING: 9039 B 1976
 BE1718_MARK LOGO: NOS   
 BE1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1718+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BE1718
 BE1718  HISTORY     - Date     Condition        Report By
 BE1718  HISTORY     - 1976     MONUMENTED       NOS
 BE1718  HISTORY     - 1977     GOOD             FLDNR
 BE1718  HISTORY     - 1984     GOOD             FLDNR
 BE1718  HISTORY     - 19940122 GOOD             USPSQD
 BE1718  HISTORY     - 19990130 GOOD             USPSQD
 BE1718  HISTORY     - 20041009 GOOD             USPSQD
 BE1718
 BE1718                          STATION DESCRIPTION
 BE1718
 BE1718'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1718'4.7 MILES ESE FROM CALLAWAY.
 BE1718'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1718'5.55 MILES ALONG SR 22 TO THE INTERSECTION OF SR 22 AND SR 167, THENCE
 BE1718'SOUTHERLY AND WESTERLY ALONG SR 167 1.3 MILES TO THE INTERSECTION OF
 BE1718'SR 167 AND AN UNNAMED DIRT ROAD, THENCE 0.6 MILES WESTERLY ALONG DIRT
 BE1718'ROAD. MARK BEARS 40 FEET NORTH OF UNNAMED ROAD CENTERLINE, 5 FEET
 BE1718'NORTHEAST OF A POWER POLE.
 BE1718
 BE1718                          STATION RECOVERY (1984)
 BE1718
 BE1718'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1718'RECOVERED IN GOOD CONDITION EXCEPT THE POWER POLE IS A TELEPHONE POLE
 BE1718'AND THE ROAD IS NAMED OLD BICYCLE ROAD.  THE MARK IS ALSO 53 FEET WEST
 BE1718'OF THE EXTENDED CENTERLINE OF A PAVED ROAD AND 1 FOOT SOUTH OF A
 BE1718'WITNESS POST.
 BE1718
 BE1718                          STATION RECOVERY (1994)
 BE1718
 BE1718'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE1718'RECOVERED IN GOOD CONDITION.
 BE1718
 BE1718                          STATION RECOVERY (1999)
 BE1718
 BE1718'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1718'RECOVERED IN GOOD CONDITION.
 BE1718
 BE1718                          STATION RECOVERY (2004)
 BE1718
 BE1718'RECOVERY NOTE BY US POWER SQUADRON 2004
 BE1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1717 ***********************************************************************
 BE1717  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1717  DESIGNATION -  872 9039 C TIDAL
 BE1717  PID         -  BE1717
 BE1717  STATE/COUNTY-  FL/BAY
 BE1717  USGS QUAD   -  SPRINGFIELD (1982)
 BE1717
 BE1717                         *CURRENT SURVEY CONTROL
 BE1717  ___________________________________________________________________
 BE1717* NAD 83(1986)-  30 08 16.     (N)    085 30 45.     (W)     SCALED    
 BE1717* NAVD 88     -         3.296  (meters)      10.81   (feet)  ADJUSTED  
 BE1717  ___________________________________________________________________
 BE1717  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE1717  DYNAMIC HT  -           3.291 (meters)      10.80  (feet)  COMP
 BE1717  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BE1717
 BE1717  VERT ORDER  -  SECOND    CLASS I
 BE1717
 BE1717.The horizontal coordinates were scaled from a topographic map and have
 BE1717.an estimated accuracy of +/- 6 seconds.
 BE1717
 BE1717.The orthometric height was determined by differential leveling
 BE1717.and adjusted by the National Geodetic Survey in June 1991..
 BE1717
 BE1717.This Tidal Bench Mark is designated as VM 9952
 BE1717.by the Center for Operational Oceanographic Products and Services.
 BE1717
 BE1717.The geoid height was determined by GEOID03.
 BE1717
 BE1717.The dynamic height is computed by dividing the NAVD 88
 BE1717.geopotential number by the normal gravity value computed on the
 BE1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1717.degrees latitude (g = 980.6199 gals.).
 BE1717
 BE1717.The modeled gravity was interpolated from observed gravity values.
 BE1717
 BE1717;                    North         East    Units  Estimated Accuracy
 BE1717;SPC FL N     -   126,550.      502,450.      MT  (+/- 180 meters Scaled)
 BE1717
 BE1717                          SUPERSEDED SURVEY CONTROL
 BE1717
 BE1717.No superseded survey control is available for this station.
 BE1717
 BE1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU432349(NAD 83)
 BE1717_MARKER: DJ = TIDAL STATION DISK
 BE1717_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1717_SP_SET: COPPER-CLAD STEEL ROD
 BE1717_STAMPING: 9039 C 1976
 BE1717_MARK LOGO: NOS   
 BE1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1717+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BE1717
 BE1717  HISTORY     - Date     Condition        Report By
 BE1717  HISTORY     - 1976     MONUMENTED       NOS
 BE1717  HISTORY     - 1977     GOOD             FLDNR
 BE1717  HISTORY     - 1984     GOOD             FLDNR
 BE1717  HISTORY     - 19940122 GOOD             USPSQD
 BE1717  HISTORY     - 19990130 GOOD             USPSQD
 BE1717  HISTORY     - 20041009 GOOD             USPSQD
 BE1717
 BE1717                          STATION DESCRIPTION
 BE1717
 BE1717'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1717'4.8 MILES ESE FROM CALLAWAY.
 BE1717'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1717'5.55 MILES ALONG SR 22 TO THE INTERSECTION OF SR 22 AND SR 167, THENCE
 BE1717'SOUTHERLY AND WESTERLY ALONG SR 167 1.3 MILES TO THE INTERSECTION OF
 BE1717'SR 167 AND AN UNNAMED DIRT ROAD, THENCE WESTERLY 0.5 MILES ALONG DIRT
 BE1717'ROAD. MARK BEARS 45 FEET SOUTH OF UNNAMED DIRT ROAD CENTERLINE, 3.5
 BE1717'FEET SOUTHWEST OF A POWER POLE.
 BE1717
 BE1717                          STATION RECOVERY (1984)
 BE1717
 BE1717'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1717'RECOVERED IN GOOD CONDITION EXCEPT THE DIRT ROAD IS NAMED OLD BICYCLE
 BE1717'ROAD.
 BE1717
 BE1717                          STATION RECOVERY (1994)
 BE1717
 BE1717'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE1717'RECOVERED IN GOOD CONDITION.
 BE1717
 BE1717                          STATION RECOVERY (1999)
 BE1717
 BE1717'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1717'RECOVERED IN GOOD CONDITION.
 BE1717
 BE1717                          STATION RECOVERY (2004)
 BE1717
 BE1717'RECOVERY NOTE BY US POWER SQUADRON 2004
 BE1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1716 ***********************************************************************
 BE1716  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1716  DESIGNATION -  872 9039 D TIDAL
 BE1716  PID         -  BE1716
 BE1716  STATE/COUNTY-  FL/BAY
 BE1716  USGS QUAD   -  SPRINGFIELD (1982)
 BE1716
 BE1716                         *CURRENT SURVEY CONTROL
 BE1716  ___________________________________________________________________
 BE1716* NAD 83(1986)-  30 08 18.     (N)    085 30 43.     (W)     SCALED    
 BE1716* NAVD 88     -         4.272  (meters)      14.02   (feet)  ADJUSTED  
 BE1716  ___________________________________________________________________
 BE1716  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE1716  DYNAMIC HT  -           4.267 (meters)      14.00  (feet)  COMP
 BE1716  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BE1716
 BE1716  VERT ORDER  -  SECOND    CLASS I
 BE1716
 BE1716.The horizontal coordinates were scaled from a topographic map and have
 BE1716.an estimated accuracy of +/- 6 seconds.
 BE1716
 BE1716.The orthometric height was determined by differential leveling
 BE1716.and adjusted by the National Geodetic Survey in June 1991..
 BE1716
 BE1716.This Tidal Bench Mark is designated as VM 9953
 BE1716.by the Center for Operational Oceanographic Products and Services.
 BE1716
 BE1716.The geoid height was determined by GEOID03.
 BE1716
 BE1716.The dynamic height is computed by dividing the NAVD 88
 BE1716.geopotential number by the normal gravity value computed on the
 BE1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1716.degrees latitude (g = 980.6199 gals.).
 BE1716
 BE1716.The modeled gravity was interpolated from observed gravity values.
 BE1716
 BE1716;                    North         East    Units  Estimated Accuracy
 BE1716;SPC FL N     -   126,610.      502,500.      MT  (+/- 180 meters Scaled)
 BE1716
 BE1716                          SUPERSEDED SURVEY CONTROL
 BE1716
 BE1716.No superseded survey control is available for this station.
 BE1716
 BE1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU433350(NAD 83)
 BE1716_MARKER: DJ = TIDAL STATION DISK
 BE1716_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1716_SP_SET: COPPER-CLAD STEEL ROD
 BE1716_STAMPING: 9039 D 1976
 BE1716_MARK LOGO: NOS   
 BE1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1716
 BE1716  HISTORY     - Date     Condition        Report By
 BE1716  HISTORY     - 1976     MONUMENTED       NOS
 BE1716  HISTORY     - 1977     GOOD             FLDNR
 BE1716  HISTORY     - 1984     GOOD             FLDNR
 BE1716  HISTORY     - 19940122 MARK NOT FOUND   USPSQD
 BE1716
 BE1716                          STATION DESCRIPTION
 BE1716
 BE1716'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1716'4.8 MILES ESE FROM CALLAWAY.
 BE1716'FROM THE INTERSECTION OF US 98 AND SR 22 AT CALLAWAY, PROCEED EAST
 BE1716'ALONG SR 22 5.55 MILES TO THE INTERSECTION OF SR 22 AND SR 167, THENCE
 BE1716'SOUTHERLY AND WESTERLY ALONG SR 167 1.3 MILES TO THE INTERSECTION OF
 BE1716'SR 167 AND AN UNNAMED DIRT ROAD, THENCE WESTERLY 0.5 MILES ALONG
 BE1716'UNNAMED DIRT ROAD. MARK BEARS 45 FEET NORTH OF UNNAMED ROAD
 BE1716'CENTERLINE, 7 FEET SOUTHWEST OF A POWER POLE.
 BE1716
 BE1716                          STATION RECOVERY (1984)
 BE1716
 BE1716'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1716'RECOVERED IN GOOD CONDITION EXCEPT THE DIRT ROAD IS NAMED OLD BICYCLE
 BE1716'ROAD AND THE MARK BEARS NORTH-NORTHWEST OF THE POWER POLE.
 BE1716
 BE1716                          STATION RECOVERY (1994)
 BE1716
 BE1716'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3033 ***********************************************************************
 BE3033  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3033  DESIGNATION -  872 9052 A TIDAL
 BE3033  PID         -  BE3033
 BE3033  STATE/COUNTY-  FL/BAY
 BE3033  USGS QUAD   -  LONG POINT (1982)
 BE3033
 BE3033                         *CURRENT SURVEY CONTROL
 BE3033  ___________________________________________________________________
 BE3033* NAD 83(1986)-  30 01 32.     (N)    085 32 32.     (W)     SCALED    
 BE3033* NAVD 88     -         0.322  (meters)       1.06   (feet)  ADJUSTED  
 BE3033  ___________________________________________________________________
 BE3033  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BE3033  DYNAMIC HT  -           0.322 (meters)       1.06  (feet)  COMP
 BE3033  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 BE3033
 BE3033  VERT ORDER  -  SECOND    CLASS I
 BE3033
 BE3033.The horizontal coordinates were scaled from a topographic map and have
 BE3033.an estimated accuracy of +/- 6 seconds.
 BE3033
 BE3033.The orthometric height was determined by differential leveling
 BE3033.and adjusted by the National Geodetic Survey in June 1991..
 BE3033
 BE3033.This Tidal Bench Mark is designated as VM 9961
 BE3033.by the Center for Operational Oceanographic Products and Services.
 BE3033
 BE3033.The geoid height was determined by GEOID03.
 BE3033
 BE3033.The dynamic height is computed by dividing the NAVD 88
 BE3033.geopotential number by the normal gravity value computed on the
 BE3033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3033.degrees latitude (g = 980.6199 gals.).
 BE3033
 BE3033.The modeled gravity was interpolated from observed gravity values.
 BE3033
 BE3033;                    North         East    Units  Estimated Accuracy
 BE3033;SPC FL N     -   114,140.      499,470.      MT  (+/- 180 meters Scaled)
 BE3033
 BE3033                          SUPERSEDED SURVEY CONTROL
 BE3033
 BE3033.No superseded survey control is available for this station.
 BE3033
 BE3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU405225(NAD 83)
 BE3033_MARKER: DJ = TIDAL STATION DISK
 BE3033_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3033_SP_SET: COPPER-CLAD STEEL ROD
 BE3033_STAMPING: 9052 A 1976
 BE3033_MARK LOGO: NOS   
 BE3033_PROJECTION: RECESSED 3 CENTIMETERS
 BE3033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3033_ROD/PIPE-DEPTH: 9.75 meters
 BE3033
 BE3033  HISTORY     - Date     Condition        Report By
 BE3033  HISTORY     - 1976     MONUMENTED       NOS
 BE3033  HISTORY     - 1984     GOOD             FLDNR
 BE3033  HISTORY     - 19960410 GOOD             USPSQD
 BE3033
 BE3033                          STATION DESCRIPTION
 BE3033
 BE3033'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3033'4.75 MI SE FROM TYNDALL AIR FORCE BASE.
 BE3033'BEGIN AT THE ENTRANCE TO TYNDALL AIR FORCE BASE, GO 4.3 MILES
 BE3033'SOUTHEAST ON U.S. HIGHWAY 98 TO THE JUNCTION OF A DIRT ROAD LEADING
 BE3033'SOUTHWEST ALONG THE EDGE OF THE DRONE LAUNCH SITE, GO 0.45 MILE ALONG
 BE3033'THE DIRT ROAD TO ITS END AND THE MARK.  THE MARK BEARS 17 FEET
 BE3033'SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 90 FEET NORTH OF THE
 BE3033'SHORELINE, 69.7 FEET NORTHWEST OF AN OLD UTILITY POLE, 85 FEET
 BE3033'NORTHWEST OF A DANGER SIGN, AND 1.3 FEET NORTH-NORTHEAST OF A WITNESS
 BE3033'POST.
 BE3033
 BE3033                          STATION RECOVERY (1996)
 BE3033
 BE3033'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3034 ***********************************************************************
 BE3034  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3034  DESIGNATION -  872 9052 E TIDAL
 BE3034  PID         -  BE3034
 BE3034  STATE/COUNTY-  FL/BAY
 BE3034  USGS QUAD   -  LONG POINT (1982)
 BE3034
 BE3034                         *CURRENT SURVEY CONTROL
 BE3034  ___________________________________________________________________
 BE3034* NAD 83(1986)-  30 01 51.     (N)    085 32 23.     (W)     SCALED    
 BE3034* NAVD 88     -         6.809  (meters)      22.34   (feet)  ADJUSTED  
 BE3034  ___________________________________________________________________
 BE3034  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BE3034  DYNAMIC HT  -           6.800 (meters)      22.31  (feet)  COMP
 BE3034  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 BE3034
 BE3034  VERT ORDER  -  SECOND    CLASS I
 BE3034
 BE3034.The horizontal coordinates were scaled from a topographic map and have
 BE3034.an estimated accuracy of +/- 6 seconds.
 BE3034
 BE3034.The orthometric height was determined by differential leveling
 BE3034.and adjusted by the National Geodetic Survey in June 1991..
 BE3034
 BE3034.This Tidal Bench Mark is designated as VM 9962
 BE3034.by the Center for Operational Oceanographic Products and Services.
 BE3034
 BE3034.The geoid height was determined by GEOID03.
 BE3034
 BE3034.The dynamic height is computed by dividing the NAVD 88
 BE3034.geopotential number by the normal gravity value computed on the
 BE3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3034.degrees latitude (g = 980.6199 gals.).
 BE3034
 BE3034.The modeled gravity was interpolated from observed gravity values.
 BE3034
 BE3034;                    North         East    Units  Estimated Accuracy
 BE3034;SPC FL N     -   114,720.      499,720.      MT  (+/- 180 meters Scaled)
 BE3034
 BE3034                          SUPERSEDED SURVEY CONTROL
 BE3034
 BE3034.No superseded survey control is available for this station.
 BE3034
 BE3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU408231(NAD 83)
 BE3034_MARKER: DJ = TIDAL STATION DISK
 BE3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3034_SP_SET: CONCRETE POST
 BE3034_STAMPING: 9052 E 1984
 BE3034_MARK LOGO: NOS   
 BE3034_PROJECTION: PROJECTING 8 CENTIMETERS
 BE3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3034+STABILITY: SURFACE MOTION
 BE3034
 BE3034  HISTORY     - Date     Condition        Report By
 BE3034  HISTORY     - 1984     MONUMENTED       FLDNR
 BE3034  HISTORY     - 1990     GOOD             USPSQD
 BE3034  HISTORY     - 19940411 GOOD             USPSQD
 BE3034  HISTORY     - 19990406 MARK NOT FOUND   USPSQD
 BE3034
 BE3034                          STATION DESCRIPTION
 BE3034
 BE3034'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3034'4.3 MI SE FROM TYNDALL AIR FORCE BASE.
 BE3034'BEGIN AT THE ENTRANCE TO TYNDALL AIR FORCE BASE, GO 4.3 MILES
 BE3034'SOUTHEAST ON U.S. HIGHWAY 98 TO THE DRONE LAUNCH FACILITY AND THE
 BE3034'MARK.  THE MARK BEARS 116.3 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 BE3034'98, 36.9 FEET NORTH-NORTHEAST OF THE NORTH FENCE CORNER TO THE DRONE
 BE3034'FACILITY, AND 2.5 FEET NORTH OF POWER POLE 919.
 BE3034
 BE3034                          STATION RECOVERY (1990)
 BE3034
 BE3034'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE3034'RECOVERED IN GOOD CONDITION.
 BE3034
 BE3034                          STATION RECOVERY (1994)
 BE3034
 BE3034'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3034'RECOVERED IN GOOD CONDITION.
 BE3034
 BE3034                          STATION RECOVERY (1999)
 BE3034
 BE3034'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2959 ***********************************************************************
 BE2959  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2959  DESIGNATION -  872 9063 A TIDAL
 BE2959  PID         -  BE2959
 BE2959  STATE/COUNTY-  FL/BAY
 BE2959  USGS QUAD   -  SPRINGFIELD (1982)
 BE2959
 BE2959                         *CURRENT SURVEY CONTROL
 BE2959  ___________________________________________________________________
 BE2959* NAD 83(1986)-  30 08 12.     (N)    085 34 13.     (W)     SCALED    
 BE2959* NAVD 88     -         1.491  (meters)       4.89   (feet)  ADJUSTED  
 BE2959  ___________________________________________________________________
 BE2959  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE2959  DYNAMIC HT  -           1.489 (meters)       4.89  (feet)  COMP
 BE2959  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 BE2959
 BE2959  VERT ORDER  -  SECOND    CLASS I
 BE2959
 BE2959.The horizontal coordinates were scaled from a topographic map and have
 BE2959.an estimated accuracy of +/- 6 seconds.
 BE2959
 BE2959.The orthometric height was determined by differential leveling
 BE2959.and adjusted by the National Geodetic Survey in June 1991..
 BE2959
 BE2959.This Tidal Bench Mark is designated as VM 9963
 BE2959.by the Center for Operational Oceanographic Products and Services.
 BE2959
 BE2959.The geoid height was determined by GEOID03.
 BE2959
 BE2959.The dynamic height is computed by dividing the NAVD 88
 BE2959.geopotential number by the normal gravity value computed on the
 BE2959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2959.degrees latitude (g = 980.6199 gals.).
 BE2959
 BE2959.The modeled gravity was interpolated from observed gravity values.
 BE2959
 BE2959;                    North         East    Units  Estimated Accuracy
 BE2959;SPC FL N     -   126,480.      496,880.      MT  (+/- 180 meters Scaled)
 BE2959
 BE2959                          SUPERSEDED SURVEY CONTROL
 BE2959
 BE2959.No superseded survey control is available for this station.
 BE2959
 BE2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU377347(NAD 83)
 BE2959_MARKER: DJ = TIDAL STATION DISK
 BE2959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2959_SP_SET: COPPER-CLAD STEEL ROD
 BE2959_STAMPING: 9063 A 1976
 BE2959_MARK LOGO: NOS   
 BE2959_PROJECTION: FLUSH
 BE2959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2959_ROD/PIPE-DEPTH: 12.2 meters
 BE2959
 BE2959  HISTORY     - Date     Condition        Report By
 BE2959  HISTORY     - 1976     MONUMENTED       NOS
 BE2959  HISTORY     - 1984     GOOD             FLDNR
 BE2959  HISTORY     - 19940122 GOOD             USPSQD
 BE2959  HISTORY     - 19990130 GOOD             USPSQD
 BE2959
 BE2959                          STATION DESCRIPTION
 BE2959
 BE2959'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2959'IN CALLAWAY.
 BE2959'IN CALLAWAY, BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 BE2959'ROAD 22, GO 1 MILE EAST ON COUNTY ROAD 22 TO THE JUNCTION OF COUNTY
 BE2959'ROAD 2323, GO 0.55 MILE SOUTH ON COUNTY ROAD 2323 TO THE INTERSECTION
 BE2959'OF CHERRY STREET, GO 0.2 MILE EAST ON CHERRY STREET TO THE JUNCTION OF
 BE2959'BEULAH AVENUE, GO 0.6 MILE SOUTH ON BEULAH AVENUE TO THE CALLAWAY
 BE2959'RECREATION PARK AND THE MARK.  THE MARK BEARS 87 FEET WEST OF THE
 BE2959'NORTHWEST CORNER OF THE WESTERNMOST PICNIC SHELTER, 138 FEET SOUTHWEST
 BE2959'OF THE WEST EDGE OF THE SHUFFLE BOARD COURT, AND 2.4 FEET NORTH OF A
 BE2959'POWER POLE WITH A WITNESS SIGN ATTACHED.
 BE2959
 BE2959                          STATION RECOVERY (1994)
 BE2959
 BE2959'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2959'RECOVERED IN GOOD CONDITION.
 BE2959
 BE2959                          STATION RECOVERY (1999)
 BE2959
 BE2959'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2957 ***********************************************************************
 BE2957  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2957  DESIGNATION -  872 9063 B TIDAL
 BE2957  PID         -  BE2957
 BE2957  STATE/COUNTY-  FL/BAY
 BE2957  USGS QUAD   -  SPRINGFIELD (1982)
 BE2957
 BE2957                         *CURRENT SURVEY CONTROL
 BE2957  ___________________________________________________________________
 BE2957* NAD 83(1986)-  30 08 12.     (N)    085 34 13.     (W)     SCALED    
 BE2957* NAVD 88     -         3.432  (meters)      11.26   (feet)  ADJUSTED  
 BE2957  ___________________________________________________________________
 BE2957  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE2957  DYNAMIC HT  -           3.428 (meters)      11.25  (feet)  COMP
 BE2957  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 BE2957
 BE2957  VERT ORDER  -  SECOND    CLASS I
 BE2957
 BE2957.The horizontal coordinates were scaled from a topographic map and have
 BE2957.an estimated accuracy of +/- 6 seconds.
 BE2957
 BE2957.The orthometric height was determined by differential leveling
 BE2957.and adjusted by the National Geodetic Survey in June 1991..
 BE2957
 BE2957.This Tidal Bench Mark is designated as VM 9964
 BE2957.by the Center for Operational Oceanographic Products and Services.
 BE2957
 BE2957.The geoid height was determined by GEOID03.
 BE2957
 BE2957.The dynamic height is computed by dividing the NAVD 88
 BE2957.geopotential number by the normal gravity value computed on the
 BE2957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2957.degrees latitude (g = 980.6199 gals.).
 BE2957
 BE2957.The modeled gravity was interpolated from observed gravity values.
 BE2957
 BE2957;                    North         East    Units  Estimated Accuracy
 BE2957;SPC FL N     -   126,480.      496,880.      MT  (+/- 180 meters Scaled)
 BE2957
 BE2957                          SUPERSEDED SURVEY CONTROL
 BE2957
 BE2957.No superseded survey control is available for this station.
 BE2957
 BE2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU377347(NAD 83)
 BE2957_MARKER: DJ = TIDAL STATION DISK
 BE2957_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE2957_SP_SET: CONCRETE APRON
 BE2957_STAMPING: 9063 B 1976
 BE2957_MARK LOGO: NOS   
 BE2957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE2957
 BE2957  HISTORY     - Date     Condition        Report By
 BE2957  HISTORY     - 1976     MONUMENTED       NOS
 BE2957  HISTORY     - 1984     GOOD             FLDNR
 BE2957  HISTORY     - 19940122 GOOD             USPSQD
 BE2957  HISTORY     - 19990130 GOOD             USPSQD
 BE2957
 BE2957                          STATION DESCRIPTION
 BE2957
 BE2957'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2957'IN CALLAWAY.
 BE2957'IN CALLAWAY, BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 BE2957'ROAD 22, GO 1 MILE EAST ON COUNTY ROAD 22 TO THE JUNCTION OF COUNTY
 BE2957'ROAD 2323, GO 0.55 MILE SOUTH ON COUNTY ROAD 2323 TO THE INTERSECTION
 BE2957'OF CHERRY STREET, GO 0.2 MILE EAST ON CHERRY STREET TO THE JUNCTION OF
 BE2957'BEULAH AVENUE, GO 0.6 MILE SOUTH ON BEULAH AVENUE TO THE CALLAWAY
 BE2957'RECREATION PARK AND THE MARK.  THE MARK BEARS 5 FEET NORTH OF THE
 BE2957'NORTH SIDE OF THE RECREATION BUILDING, 38 FEET SOUTH OF THE SOUTHEAST
 BE2957'CORNER OF THE TENNIS COURTS, AND 57.5 FEET SOUTHWEST OF POWER POLE
 BE2957'66155-41498.
 BE2957
 BE2957                          STATION RECOVERY (1994)
 BE2957
 BE2957'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2957'RECOVERED IN GOOD CONDITION.
 BE2957
 BE2957                          STATION RECOVERY (1999)
 BE2957
 BE2957'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2958 ***********************************************************************
 BE2958  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2958  DESIGNATION -  872 9063 D TIDAL
 BE2958  PID         -  BE2958
 BE2958  STATE/COUNTY-  FL/BAY
 BE2958  USGS QUAD   -  SPRINGFIELD (1982)
 BE2958
 BE2958                         *CURRENT SURVEY CONTROL
 BE2958  ___________________________________________________________________
 BE2958* NAD 83(1986)-  30 08 12.     (N)    085 34 13.     (W)     SCALED    
 BE2958* NAVD 88     -         3.092  (meters)      10.14   (feet)  ADJUSTED  
 BE2958  ___________________________________________________________________
 BE2958  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE2958  DYNAMIC HT  -           3.088 (meters)      10.13  (feet)  COMP
 BE2958  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 BE2958
 BE2958  VERT ORDER  -  SECOND    CLASS I
 BE2958
 BE2958.The horizontal coordinates were scaled from a topographic map and have
 BE2958.an estimated accuracy of +/- 6 seconds.
 BE2958
 BE2958.The orthometric height was determined by differential leveling
 BE2958.and adjusted by the National Geodetic Survey in June 1991..
 BE2958
 BE2958.This Tidal Bench Mark is designated as VM 9966
 BE2958.by the Center for Operational Oceanographic Products and Services.
 BE2958
 BE2958.The geoid height was determined by GEOID03.
 BE2958
 BE2958.The dynamic height is computed by dividing the NAVD 88
 BE2958.geopotential number by the normal gravity value computed on the
 BE2958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2958.degrees latitude (g = 980.6199 gals.).
 BE2958
 BE2958.The modeled gravity was interpolated from observed gravity values.
 BE2958
 BE2958;                    North         East    Units  Estimated Accuracy
 BE2958;SPC FL N     -   126,480.      496,880.      MT  (+/- 180 meters Scaled)
 BE2958
 BE2958                          SUPERSEDED SURVEY CONTROL
 BE2958
 BE2958.No superseded survey control is available for this station.
 BE2958
 BE2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU377347(NAD 83)
 BE2958_MARKER: DJ = TIDAL STATION DISK
 BE2958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE2958_SP_SET: CONCRETE RECREATION COURT
 BE2958_STAMPING: 9063 D 1976
 BE2958_MARK LOGO: NOS   
 BE2958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE2958
 BE2958  HISTORY     - Date     Condition        Report By
 BE2958  HISTORY     - 1976     MONUMENTED       NOS
 BE2958  HISTORY     - 1984     GOOD             FLDNR
 BE2958  HISTORY     - 19940122 GOOD             USPSQD
 BE2958  HISTORY     - 19990130 MARK NOT FOUND   USPSQD
 BE2958
 BE2958                          STATION DESCRIPTION
 BE2958
 BE2958'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2958'IN CALLAWAY.
 BE2958'IN CALLAWAY, BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 BE2958'ROAD 22, GO 1 MILE EAST ON COUNTY ROAD 22 TO THE JUNCTION OF COUNTY
 BE2958'ROAD 2323, GO 0.55 MILE SOUTH ON COUNTY ROAD 2323 TO THE INTERSECTION
 BE2958'OF CHERRY STREET, GO 0.2 MILE EAST ON CHERRY STREET TO THE JUNCTION OF
 BE2958'BEULAH AVENUE, GO 0.6 MILE SOUTH ON BEULAH AVENUE TO THE CALLAWAY
 BE2958'RECREATION PARK AND THE MARK.  THE MARK IS SET IN THE SOUTHWEST CORNER
 BE2958'OF THE SHUFFLE BOARD COURT, 70 FEET WEST OF THE NORTHWEST CORNER OF
 BE2958'THE RECREATION BUILDING, AND 1.9 FEET EAST OF THE WEST EDGE OF THE
 BE2958'COURT.
 BE2958
 BE2958                          STATION RECOVERY (1994)
 BE2958
 BE2958'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2958'RECOVERED IN GOOD CONDITION.
 BE2958
 BE2958                          STATION RECOVERY (1999)
 BE2958
 BE2958'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2956 ***********************************************************************
 BE2956  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2956  DESIGNATION -  872 9063 E TIDAL
 BE2956  PID         -  BE2956
 BE2956  STATE/COUNTY-  FL/BAY
 BE2956  USGS QUAD   -  SPRINGFIELD (1982)
 BE2956
 BE2956                         *CURRENT SURVEY CONTROL
 BE2956  ___________________________________________________________________
 BE2956* NAD 83(1986)-  30 08 12.     (N)    085 34 16.     (W)     SCALED    
 BE2956* NAVD 88     -         4.980  (meters)      16.34   (feet)  ADJUSTED  
 BE2956  ___________________________________________________________________
 BE2956  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE2956  DYNAMIC HT  -           4.973 (meters)      16.32  (feet)  COMP
 BE2956  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 BE2956
 BE2956  VERT ORDER  -  SECOND    CLASS I
 BE2956
 BE2956.The horizontal coordinates were scaled from a topographic map and have
 BE2956.an estimated accuracy of +/- 6 seconds.
 BE2956
 BE2956.The orthometric height was determined by differential leveling
 BE2956.and adjusted by the National Geodetic Survey in June 1991..
 BE2956
 BE2956.This Tidal Bench Mark is designated as VM 9967
 BE2956.by the Center for Operational Oceanographic Products and Services.
 BE2956
 BE2956.The geoid height was determined by GEOID03.
 BE2956
 BE2956.The dynamic height is computed by dividing the NAVD 88
 BE2956.geopotential number by the normal gravity value computed on the
 BE2956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2956.degrees latitude (g = 980.6199 gals.).
 BE2956
 BE2956.The modeled gravity was interpolated from observed gravity values.
 BE2956
 BE2956;                    North         East    Units  Estimated Accuracy
 BE2956;SPC FL N     -   126,480.      496,800.      MT  (+/- 180 meters Scaled)
 BE2956
 BE2956                          SUPERSEDED SURVEY CONTROL
 BE2956
 BE2956.No superseded survey control is available for this station.
 BE2956
 BE2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU376347(NAD 83)
 BE2956_MARKER: DJ = TIDAL STATION DISK
 BE2956_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2956_SP_SET: COPPER-CLAD STEEL ROD
 BE2956_STAMPING: 9063 E 1976
 BE2956_MARK LOGO: NOS   
 BE2956_PROJECTION: PROJECTING 3 CENTIMETERS
 BE2956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2956_ROD/PIPE-DEPTH: 12.2 meters
 BE2956
 BE2956  HISTORY     - Date     Condition        Report By
 BE2956  HISTORY     - 1976     MONUMENTED       NOS
 BE2956  HISTORY     - 1984     GOOD             FLDNR
 BE2956  HISTORY     - 19940122 GOOD             USPSQD
 BE2956  HISTORY     - 20011020 GOOD             USPSQD
 BE2956
 BE2956                          STATION DESCRIPTION
 BE2956
 BE2956'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2956'IN CALLAWAY.
 BE2956'IN CALLAWAY, BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 BE2956'ROAD 22, GO 1 MILE EAST ON COUNTY ROAD 22 TO THE JUNCTION OF COUNTY
 BE2956'ROAD 2323, GO 0.55 MILE SOUTH ON COUNTY ROAD 2323 TO THE INTERSECTION
 BE2956'OF CHERRY STREET, GO 0.2 MILE EAST ON CHERRY STREET TO THE JUNCTION OF
 BE2956'BEULAH AVENUE, GO 0.5 MILE SOUTH ON BEULAH AVENUE TO THE INTERSECTION
 BE2956'OF MINNEOLA STREET AND THE MARK.  THE MARK BEARS 26 FEET WEST OF THE
 BE2956'CENTERLINE OF BEULAH AVENUE, 30 FEET SOUTH OF THE CENTERLINE OF
 BE2956'MINNEOLA STREET, 5 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 3.5 FEET
 BE2956'SOUTHWEST OF A LIGHT POLE.
 BE2956
 BE2956                          STATION RECOVERY (1994)
 BE2956
 BE2956'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2956'RECOVERED IN GOOD CONDITION.
 BE2956
 BE2956                          STATION RECOVERY (2001)
 BE2956
 BE2956'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE2956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2955 ***********************************************************************
 BE2955  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2955  DESIGNATION -  872 9063 F TIDAL
 BE2955  PID         -  BE2955
 BE2955  STATE/COUNTY-  FL/BAY
 BE2955  USGS QUAD   -  SPRINGFIELD (1982)
 BE2955
 BE2955                         *CURRENT SURVEY CONTROL
 BE2955  ___________________________________________________________________
 BE2955* NAD 83(1986)-  30 08 51.     (N)    085 34 38.     (W)     SCALED    
 BE2955* NAVD 88     -         8.696  (meters)      28.53   (feet)  ADJUSTED  
 BE2955  ___________________________________________________________________
 BE2955  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE2955  DYNAMIC HT  -           8.684 (meters)      28.49  (feet)  COMP
 BE2955  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 BE2955
 BE2955  VERT ORDER  -  SECOND    CLASS I
 BE2955
 BE2955.The horizontal coordinates were scaled from a topographic map and have
 BE2955.an estimated accuracy of +/- 6 seconds.
 BE2955
 BE2955.The orthometric height was determined by differential leveling
 BE2955.and adjusted by the National Geodetic Survey in June 1991..
 BE2955
 BE2955.This Tidal Bench Mark is designated as VM 16526
 BE2955.by the Center for Operational Oceanographic Products and Services.
 BE2955
 BE2955.The geoid height was determined by GEOID03.
 BE2955
 BE2955.The dynamic height is computed by dividing the NAVD 88
 BE2955.geopotential number by the normal gravity value computed on the
 BE2955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2955.degrees latitude (g = 980.6199 gals.).
 BE2955
 BE2955.The modeled gravity was interpolated from observed gravity values.
 BE2955
 BE2955;                    North         East    Units  Estimated Accuracy
 BE2955;SPC FL N     -   127,690.      496,220.      MT  (+/- 180 meters Scaled)
 BE2955
 BE2955                          SUPERSEDED SURVEY CONTROL
 BE2955
 BE2955.No superseded survey control is available for this station.
 BE2955
 BE2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU370359(NAD 83)
 BE2955_MARKER: DJ = TIDAL STATION DISK
 BE2955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE2955_SP_SET: CONCRETE CATCH BASIN
 BE2955_STAMPING: 9063 F 1984
 BE2955_MARK LOGO: NOS   
 BE2955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE2955
 BE2955  HISTORY     - Date     Condition        Report By
 BE2955  HISTORY     - 1984     MONUMENTED       FLDNR
 BE2955  HISTORY     - 19940122 GOOD             USPSQD
 BE2955  HISTORY     - 19990130 GOOD             USPSQD
 BE2955
 BE2955                          STATION DESCRIPTION
 BE2955
 BE2955'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2955'IN CALLAWAY.
 BE2955'IN CALLAWAY, BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 BE2955'ROAD 22, GO 1 MILE EAST ON COUNTY ROAD 22 TO THE JUNCTION OF COUNTY
 BE2955'ROAD 2323, GO 0.55 MILE SOUTH ON COUNTY ROAD 2323 TO THE INTERSECTION
 BE2955'OF CHERRY STREET AND THE MARK.  THE MARK BEARS 28.3 FEET WEST OF THE
 BE2955'CENTERLINE OF COUNTY ROAD 2323, 30.3 FEET NORTH OF THE CENTERLINE OF
 BE2955'CHERRY STREET, 6.5 FEET EAST OF A TELEPHONE POLE, AND IS SET AT THE
 BE2955'SOUTHWEST CORNER OF A 4-FOOT BY 5-FOOT CATCH BASIN.  THE MARK IS 1
 BE2955'FOOT EAST OF A WITNESS POST.
 BE2955'THE MARK IS 2 FT BELOW ROAD.
 BE2955
 BE2955                          STATION RECOVERY (1994)
 BE2955
 BE2955'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2955'RECOVERED IN GOOD CONDITION.
 BE2955
 BE2955                          STATION RECOVERY (1999)
 BE2955
 BE2955'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2970 ***********************************************************************
 BE2970  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2970  DESIGNATION -  872 9071 A TIDAL
 BE2970  PID         -  BE2970
 BE2970  STATE/COUNTY-  FL/BAY
 BE2970  USGS QUAD   -  SPRINGFIELD (1982)
 BE2970
 BE2970                         *CURRENT SURVEY CONTROL
 BE2970  ___________________________________________________________________
 BE2970* NAD 83(1986)-  30 14 42.     (N)    085 36 21.     (W)     SCALED    
 BE2970* NAVD 88     -         4.140  (meters)      13.58   (feet)  ADJUSTED  
 BE2970  ___________________________________________________________________
 BE2970  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BE2970  DYNAMIC HT  -           4.135 (meters)      13.57  (feet)  COMP
 BE2970  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE2970
 BE2970  VERT ORDER  -  SECOND    CLASS I
 BE2970
 BE2970.The horizontal coordinates were scaled from a topographic map and have
 BE2970.an estimated accuracy of +/- 6 seconds.
 BE2970
 BE2970.The orthometric height was determined by differential leveling
 BE2970.and adjusted by the National Geodetic Survey in June 1991..
 BE2970
 BE2970.This Tidal Bench Mark is designated as VM 9968
 BE2970.by the Center for Operational Oceanographic Products and Services.
 BE2970
 BE2970.The geoid height was determined by GEOID03.
 BE2970
 BE2970.The dynamic height is computed by dividing the NAVD 88
 BE2970.geopotential number by the normal gravity value computed on the
 BE2970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2970.degrees latitude (g = 980.6199 gals.).
 BE2970
 BE2970.The modeled gravity was interpolated from observed gravity values.
 BE2970
 BE2970;                    North         East    Units  Estimated Accuracy
 BE2970;SPC FL N     -   138,520.      493,570.      MT  (+/- 180 meters Scaled)
 BE2970
 BE2970                          SUPERSEDED SURVEY CONTROL
 BE2970
 BE2970.No superseded survey control is available for this station.
 BE2970
 BE2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU341467(NAD 83)
 BE2970_MARKER: DJ = TIDAL STATION DISK
 BE2970_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2970_SP_SET: COPPER-CLAD STEEL ROD
 BE2970_STAMPING: 9071 A 1976
 BE2970_MARK LOGO: NOS   
 BE2970_PROJECTION: PROJECTING 5 CENTIMETERS
 BE2970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2970+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 BE2970_ROD/PIPE-DEPTH: 12.2 meters
 BE2970
 BE2970  HISTORY     - Date     Condition        Report By
 BE2970  HISTORY     - 1976     MONUMENTED       NOS
 BE2970  HISTORY     - 1984     GOOD             FLDNR
 BE2970  HISTORY     - 19940122 GOOD             USPSQD
 BE2970  HISTORY     - 19990130 GOOD             USPSQD
 BE2970  HISTORY     - 20041204 GOOD             USPSQD
 BE2970
 BE2970                          STATION DESCRIPTION
 BE2970
 BE2970'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2970'3.1 MI EAST FROM LYNN HAVEN.
 BE2970'BEGIN AT THE JUNCTION OF COUNTY ROAD 389 WITH STATE ROAD 77, GO 1.3
 BE2970'MILES EAST ON COUNTY ROAD 389 TO THE JUNCTION OF 12TH STREET, GO 0.9
 BE2970'MILE EAST ON 12TH STREET TO ITS END AT HARVARD BOULEVARD, GO 0.3 MILE
 BE2970'NORTH ON HARVARD BOULEVARD TO THE INTERSECTION OF 9TH STREET, GO 0.3
 BE2970'MILE EAST ON 9TH STREET TO THE ROAD FORK OF FERAL LANE, GO LEFT ON
 BE2970'FERAL LANE FOR 0.3 MILE TO HOUSE 2643 AND THE MARK.  THE MARK BEARS
 BE2970'32.4 FEET SOUTH OF THE CENTERLINE OF THE DRIVE TO THE HOUSE, 27.6 FEET
 BE2970'EAST OF THE CENTERLINE OF FERAL DRIVE, 1.6 FEET WEST OF A PROPERTY
 BE2970'CORNER MARKER, AND 1 FOOT WEST OF A WITNESS POST.
 BE2970
 BE2970                          STATION RECOVERY (1994)
 BE2970
 BE2970'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2970'RECOVERED IN GOOD CONDITION.
 BE2970
 BE2970                          STATION RECOVERY (1999)
 BE2970
 BE2970'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2970'RECOVERED IN GOOD CONDITION.
 BE2970
 BE2970                          STATION RECOVERY (2004)
 BE2970
 BE2970'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE2970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2972 ***********************************************************************
 BE2972  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2972  DESIGNATION -  872 9071 B TIDAL
 BE2972  PID         -  BE2972
 BE2972  STATE/COUNTY-  FL/BAY
 BE2972  USGS QUAD   -  SPRINGFIELD (1982)
 BE2972
 BE2972                         *CURRENT SURVEY CONTROL
 BE2972  ___________________________________________________________________
 BE2972* NAD 83(1986)-  30 14 42.     (N)    085 36 21.     (W)     SCALED    
 BE2972* NAVD 88     -         2.551  (meters)       8.37   (feet)  ADJUSTED  
 BE2972  ___________________________________________________________________
 BE2972  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BE2972  DYNAMIC HT  -           2.547 (meters)       8.36  (feet)  COMP
 BE2972  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE2972
 BE2972  VERT ORDER  -  SECOND    CLASS I
 BE2972
 BE2972.The horizontal coordinates were scaled from a topographic map and have
 BE2972.an estimated accuracy of +/- 6 seconds.
 BE2972
 BE2972.The orthometric height was determined by differential leveling
 BE2972.and adjusted by the National Geodetic Survey in June 1991..
 BE2972
 BE2972.This Tidal Bench Mark is designated as VM 9969
 BE2972.by the Center for Operational Oceanographic Products and Services.
 BE2972
 BE2972.The geoid height was determined by GEOID03.
 BE2972
 BE2972.The dynamic height is computed by dividing the NAVD 88
 BE2972.geopotential number by the normal gravity value computed on the
 BE2972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2972.degrees latitude (g = 980.6199 gals.).
 BE2972
 BE2972.The modeled gravity was interpolated from observed gravity values.
 BE2972
 BE2972;                    North         East    Units  Estimated Accuracy
 BE2972;SPC FL N     -   138,520.      493,570.      MT  (+/- 180 meters Scaled)
 BE2972
 BE2972                          SUPERSEDED SURVEY CONTROL
 BE2972
 BE2972.No superseded survey control is available for this station.
 BE2972
 BE2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU341467(NAD 83)
 BE2972_MARKER: DJ = TIDAL STATION DISK
 BE2972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2972_SP_SET: COPPER-CLAD STEEL ROD
 BE2972_STAMPING: 9071 B 1976
 BE2972_MARK LOGO: NOS   
 BE2972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2972+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 BE2972
 BE2972  HISTORY     - Date     Condition        Report By
 BE2972  HISTORY     - 1976     MONUMENTED       NOS
 BE2972  HISTORY     - 1984     GOOD             FLDNR
 BE2972  HISTORY     - 19940122 GOOD             USPSQD
 BE2972  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 BE2972  HISTORY     - 20041204 GOOD             USPSQD
 BE2972
 BE2972                          STATION DESCRIPTION
 BE2972
 BE2972'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2972'3.1 MI EAST FROM LYNN HAVEN.
 BE2972'BEGIN AT THE JUNCTION OF COUNTY ROAD 389 WITH STATE ROAD 77, GO 1.3
 BE2972'MILES EAST ON COUNTY ROAD 389 TO THE JUNCTION OF 12TH STREET, GO 0.9
 BE2972'MILE EAST ON 12TH STREET TO ITS END AT HARVARD BOULEVARD, GO 0.3 MILE
 BE2972'NORTH ON HARVARD BOULEVARD TO THE INTERSECTION OF 9TH STREET, GO 0.3
 BE2972'MILE EAST ON 9TH STREET TO THE ROAD FORK OF FERAL LANE, GO LEFT ON
 BE2972'FERAL LANE FOR 0.3 MILE TO HOUSE 2643 AND THE MARK.  THE MARK BEARS
 BE2972'319 FEET EAST OF THE CENTERLINE OF FERAL LANE, 66.3 FEET SOUTHEAST OF
 BE2972'THE SOUTHEAST CORNER OF THE HOUSE, 21 FEET EAST OF A LONE PALM TREE,
 BE2972'5.4 FEET WEST-SOUTHWEST OF A 14-INCH DIAMETER PINE TREE, AND 0.5 FOOT
 BE2972'SOUTHWEST OF A WITNESS POST, AND SET ON THE TOP OF A COPPER-CLAD STEEL
 BE2972'ROD PROJECTING 3 INCHES ABOVE THE GROUND.
 BE2972
 BE2972                          STATION RECOVERY (1994)
 BE2972
 BE2972'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2972'RECOVERED IN GOOD CONDITION.
 BE2972
 BE2972                          STATION RECOVERY (2001)
 BE2972
 BE2972'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE2972'MARK NOT FOUND.
 BE2972
 BE2972                          STATION RECOVERY (2004)
 BE2972
 BE2972'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE2972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2969 ***********************************************************************
 BE2969  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2969  DESIGNATION -  872 9071 C TIDAL
 BE2969  PID         -  BE2969
 BE2969  STATE/COUNTY-  FL/BAY
 BE2969  USGS QUAD   -  SPRINGFIELD (1982)
 BE2969
 BE2969                         *CURRENT SURVEY CONTROL
 BE2969  ___________________________________________________________________
 BE2969* NAD 83(1986)-  30 14 42.     (N)    085 36 21.     (W)     SCALED    
 BE2969* NAVD 88     -         2.932  (meters)       9.62   (feet)  ADJUSTED  
 BE2969  ___________________________________________________________________
 BE2969  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BE2969  DYNAMIC HT  -           2.928 (meters)       9.61  (feet)  COMP
 BE2969  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE2969
 BE2969  VERT ORDER  -  SECOND    CLASS I
 BE2969
 BE2969.The horizontal coordinates were scaled from a topographic map and have
 BE2969.an estimated accuracy of +/- 6 seconds.
 BE2969
 BE2969.The orthometric height was determined by differential leveling
 BE2969.and adjusted by the National Geodetic Survey in June 1991..
 BE2969
 BE2969.This Tidal Bench Mark is designated as VM 9970
 BE2969.by the Center for Operational Oceanographic Products and Services.
 BE2969
 BE2969.The geoid height was determined by GEOID03.
 BE2969
 BE2969.The dynamic height is computed by dividing the NAVD 88
 BE2969.geopotential number by the normal gravity value computed on the
 BE2969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2969.degrees latitude (g = 980.6199 gals.).
 BE2969
 BE2969.The modeled gravity was interpolated from observed gravity values.
 BE2969
 BE2969;                    North         East    Units  Estimated Accuracy
 BE2969;SPC FL N     -   138,520.      493,570.      MT  (+/- 180 meters Scaled)
 BE2969
 BE2969                          SUPERSEDED SURVEY CONTROL
 BE2969
 BE2969.No superseded survey control is available for this station.
 BE2969
 BE2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU341467(NAD 83)
 BE2969_MARKER: DJ = TIDAL STATION DISK
 BE2969_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE2969+WITH SETTING: PAVEMENT
 BE2969_SP_SET: CONCRETE PAD
 BE2969_STAMPING: 9071 C 1976
 BE2969_MARK LOGO: NOS   
 BE2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2969+STABILITY: SURFACE MOTION
 BE2969
 BE2969  HISTORY     - Date     Condition        Report By
 BE2969  HISTORY     - 1976     MONUMENTED       NOS
 BE2969  HISTORY     - 1984     GOOD             FLDNR
 BE2969  HISTORY     - 19940122 GOOD             USPSQD
 BE2969  HISTORY     - 19990130 GOOD             USPSQD
 BE2969  HISTORY     - 20041204 MARK NOT FOUND   USPSQD
 BE2969
 BE2969                          STATION DESCRIPTION
 BE2969
 BE2969'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2969'3.1 MI EAST FROM LYNN HAVEN.
 BE2969'BEGIN AT THE JUNCTION OF COUNTY ROAD 389 WITH STATE ROAD 77, GO 1.3
 BE2969'MILES EAST ON COUNTY ROAD 389 TO THE JUNCTION OF 12TH STREET, GO 0.9
 BE2969'MILE EAST ON 12TH STREET TO ITS END AT HARVARD BOULEVARD, GO 0.3 MILE
 BE2969'NORTH ON HARVARD BOULEVARD TO THE INTERSECTION OF 9TH STREET, GO 0.3
 BE2969'MILE EAST ON 9TH STREET TO THE ROAD FORK OF FERAL LANE, GO LEFT ON
 BE2969'FERAL LANE FOR 0.3 MILE TO THE MARK.  THE MARK IS SET IN THE SOUTHWEST
 BE2969'CORNER OF A 3-FOOT BY 3-FOOT CONCRETE BASE FOR A TRANSFORMER, 17.4
 BE2969'FEET EAST OF THE CENTERLINE OF FERAL LANE, 94.2 FEET SOUTH OF A METAL
 BE2969'CULVERT, AND 165 FEET NORTH OF THE DRIVE TO HOUSE 2643.
 BE2969
 BE2969                          STATION RECOVERY (1994)
 BE2969
 BE2969'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2969'RECOVERED IN GOOD CONDITION.
 BE2969
 BE2969                          STATION RECOVERY (1999)
 BE2969
 BE2969'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2969'RECOVERED IN GOOD CONDITION.
 BE2969
 BE2969                          STATION RECOVERY (2004)
 BE2969
 BE2969'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE2969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2971 ***********************************************************************
 BE2971  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2971  DESIGNATION -  872 9071 D TIDAL
 BE2971  PID         -  BE2971
 BE2971  STATE/COUNTY-  FL/BAY
 BE2971  USGS QUAD   -  SPRINGFIELD (1982)
 BE2971
 BE2971                         *CURRENT SURVEY CONTROL
 BE2971  ___________________________________________________________________
 BE2971* NAD 83(1986)-  30 14 42.     (N)    085 36 21.     (W)     SCALED    
 BE2971* NAVD 88     -         3.991  (meters)      13.09   (feet)  ADJUSTED  
 BE2971  ___________________________________________________________________
 BE2971  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BE2971  DYNAMIC HT  -           3.985 (meters)      13.07  (feet)  COMP
 BE2971  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE2971
 BE2971  VERT ORDER  -  SECOND    CLASS I
 BE2971
 BE2971.The horizontal coordinates were scaled from a topographic map and have
 BE2971.an estimated accuracy of +/- 6 seconds.
 BE2971
 BE2971.The orthometric height was determined by differential leveling
 BE2971.and adjusted by the National Geodetic Survey in June 1991..
 BE2971
 BE2971.This Tidal Bench Mark is designated as VM 9971
 BE2971.by the Center for Operational Oceanographic Products and Services.
 BE2971
 BE2971.The geoid height was determined by GEOID03.
 BE2971
 BE2971.The dynamic height is computed by dividing the NAVD 88
 BE2971.geopotential number by the normal gravity value computed on the
 BE2971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2971.degrees latitude (g = 980.6199 gals.).
 BE2971
 BE2971.The modeled gravity was interpolated from observed gravity values.
 BE2971
 BE2971;                    North         East    Units  Estimated Accuracy
 BE2971;SPC FL N     -   138,520.      493,570.      MT  (+/- 180 meters Scaled)
 BE2971
 BE2971                          SUPERSEDED SURVEY CONTROL
 BE2971
 BE2971.No superseded survey control is available for this station.
 BE2971
 BE2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU341467(NAD 83)
 BE2971_MARKER: DJ = TIDAL STATION DISK
 BE2971_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE2971+WITH SETTING: PAVEMENT
 BE2971_SP_SET: CONCRETE PAD
 BE2971_STAMPING: 9071 D 1976
 BE2971_MARK LOGO: NOS   
 BE2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2971+STABILITY: SURFACE MOTION
 BE2971
 BE2971  HISTORY     - Date     Condition        Report By
 BE2971  HISTORY     - 1976     MONUMENTED       NOS
 BE2971  HISTORY     - 1984     GOOD             FLDNR
 BE2971  HISTORY     - 19940122 GOOD             USPSQD
 BE2971  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 BE2971
 BE2971                          STATION DESCRIPTION
 BE2971
 BE2971'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2971'3.15 MI EAST FROM LYNN HAVEN.
 BE2971'BEGIN AT THE JUNCTION OF COUNTY ROAD 389 WITH STATE ROAD 77, GO 1.3
 BE2971'MILES EAST ON COUNTY ROAD 389 TO THE JUNCTION OF 12TH STREET, GO 0.9
 BE2971'MILE EAST ON 12TH STREET TO ITS END AT HARVARD BOULEVARD, GO 0.3 MILE
 BE2971'NORTH ON HARVARD BOULEVARD TO THE INTERSECTION OF 9TH STREET, GO 0.3
 BE2971'MILE EAST ON 9TH STREET TO THE ROAD FORK OF FERAL LANE, GO LEFT ON
 BE2971'FERAL LANE FOR 0.35 MILE TO THE MARK.  THE MARK IS SET IN THE TOP OF A
 BE2971'CONCRETE PAD FOR A TRANSFORMER, 19.8 FEET EAST OF THE CENTERLINE OF
 BE2971'FERAL LANE, 37.5 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVE TO
 BE2971'HOUSE 2963, 5.4 FEET NORTH-NORTHWEST OF A PROPERTY CORNER MARKER, AND
 BE2971'3.4 FEET EAST OF THE WEST CORNER OF THE PAD.
 BE2971
 BE2971                          STATION RECOVERY (1994)
 BE2971
 BE2971'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2971'RECOVERED IN GOOD CONDITION.
 BE2971
 BE2971                          STATION RECOVERY (2001)
 BE2971
 BE2971'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE2971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2968 ***********************************************************************
 BE2968  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2968  DESIGNATION -  872 9071 E TIDAL
 BE2968  PID         -  BE2968
 BE2968  STATE/COUNTY-  FL/BAY
 BE2968  USGS QUAD   -  SPRINGFIELD (1982)
 BE2968
 BE2968                         *CURRENT SURVEY CONTROL
 BE2968  ___________________________________________________________________
 BE2968* NAD 83(1986)-  30 14 42.     (N)    085 36 29.     (W)     SCALED    
 BE2968* NAVD 88     -         4.901  (meters)      16.08   (feet)  ADJUSTED  
 BE2968  ___________________________________________________________________
 BE2968  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BE2968  DYNAMIC HT  -           4.895 (meters)      16.06  (feet)  COMP
 BE2968  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BE2968
 BE2968  VERT ORDER  -  SECOND    CLASS I
 BE2968
 BE2968.The horizontal coordinates were scaled from a topographic map and have
 BE2968.an estimated accuracy of +/- 6 seconds.
 BE2968
 BE2968.The orthometric height was determined by differential leveling
 BE2968.and adjusted by the National Geodetic Survey in June 1991..
 BE2968
 BE2968.This Tidal Bench Mark is designated as VM 9972
 BE2968.by the Center for Operational Oceanographic Products and Services.
 BE2968
 BE2968.The geoid height was determined by GEOID03.
 BE2968
 BE2968.The dynamic height is computed by dividing the NAVD 88
 BE2968.geopotential number by the normal gravity value computed on the
 BE2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2968.degrees latitude (g = 980.6199 gals.).
 BE2968
 BE2968.The modeled gravity was interpolated from observed gravity values.
 BE2968
 BE2968;                    North         East    Units  Estimated Accuracy
 BE2968;SPC FL N     -   138,520.      493,360.      MT  (+/- 180 meters Scaled)
 BE2968
 BE2968                          SUPERSEDED SURVEY CONTROL
 BE2968
 BE2968.No superseded survey control is available for this station.
 BE2968
 BE2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU339467(NAD 83)
 BE2968_MARKER: DJ = TIDAL STATION DISK
 BE2968_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2968_SP_SET: CULVERT HEADWALL
 BE2968_STAMPING: 9071 E 1984
 BE2968_MARK LOGO: NOS   
 BE2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2968+STABILITY: SURFACE MOTION
 BE2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2968+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 BE2968
 BE2968  HISTORY     - Date     Condition        Report By
 BE2968  HISTORY     - 1984     MONUMENTED       FLDNR
 BE2968  HISTORY     - 19940122 GOOD             USPSQD
 BE2968  HISTORY     - 19990130 GOOD             USPSQD
 BE2968  HISTORY     - 20041204 GOOD             USPSQD
 BE2968
 BE2968                          STATION DESCRIPTION
 BE2968
 BE2968'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2968'2.8 MI EAST FROM LYNN HAVEN.
 BE2968'BEGIN AT THE JUNCTION OF COUNTY ROAD 389 WITH STATE ROAD 77 IN LYNN
 BE2968'HAVEN, GO 1.3 MILES EAST ON COUNTY ROAD 389 TO THE JUNCTION OF 12TH
 BE2968'STREET, GO 0.9 MILE EAST ON 12TH STREET TO ITS END AT HARVARD
 BE2968'BOULEVARD, GO 0.3 MILE NORTH ON HARVARD BOULEVARD TO THE INTERSECTION
 BE2968'OF 9TH STREET, GO 0.3 MILE EAST ON 9TH STREET TO THE ROAD FORK OF
 BE2968'FERAL LANE AND THE MARK.  THE MARK BEARS 18.2 FEET NORTHEAST OF THE
 BE2968'CENTERLINE OF FERAL LANE, 48.7 FEET SOUTH OF THE CENTERLINE OF OLD 9TH
 BE2968'STREET (NOW A PRIVATE DRIVE), AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST
 BE2968'END OF THE HEADWALL.
 BE2968'THE MARK IS ABOVE LEVEL WITH ROAD.
 BE2968
 BE2968                          STATION RECOVERY (1994)
 BE2968
 BE2968'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2968'RECOVERED IN GOOD CONDITION.
 BE2968
 BE2968                          STATION RECOVERY (1999)
 BE2968
 BE2968'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2968'RECOVERED IN GOOD CONDITION.
 BE2968
 BE2968                          STATION RECOVERY (2004)
 BE2968
 BE2968'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE2968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3012 ***********************************************************************
 BE3012  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3012  DESIGNATION -  872 9083 A TIDAL
 BE3012  PID         -  BE3012
 BE3012  STATE/COUNTY-  FL/BAY
 BE3012  USGS QUAD   -  LONG POINT (1982)
 BE3012
 BE3012                         *CURRENT SURVEY CONTROL
 BE3012  ___________________________________________________________________
 BE3012* NAD 83(1986)-  30 05 56.     (N)    085 36 45.     (W)     SCALED    
 BE3012* NAVD 88     -         2.818  (meters)       9.25   (feet)  ADJUSTED  
 BE3012  ___________________________________________________________________
 BE3012  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE3012  DYNAMIC HT  -           2.814 (meters)       9.23  (feet)  COMP
 BE3012  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 BE3012
 BE3012  VERT ORDER  -  SECOND    CLASS I
 BE3012
 BE3012.The horizontal coordinates were scaled from a topographic map and have
 BE3012.an estimated accuracy of +/- 6 seconds.
 BE3012
 BE3012.The orthometric height was determined by differential leveling
 BE3012.and adjusted by the National Geodetic Survey in June 1991..
 BE3012
 BE3012.This Tidal Bench Mark is designated as VM 9974
 BE3012.by the Center for Operational Oceanographic Products and Services.
 BE3012
 BE3012.This Tidal Bench Mark is designated as VM 9988
 BE3012.by the Center for Operational Oceanographic Products and Services.
 BE3012
 BE3012.The geoid height was determined by GEOID03.
 BE3012
 BE3012.The dynamic height is computed by dividing the NAVD 88
 BE3012.geopotential number by the normal gravity value computed on the
 BE3012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3012.degrees latitude (g = 980.6199 gals.).
 BE3012
 BE3012.The modeled gravity was interpolated from observed gravity values.
 BE3012
 BE3012;                    North         East    Units  Estimated Accuracy
 BE3012;SPC FL N     -   122,330.      492,770.      MT  (+/- 180 meters Scaled)
 BE3012
 BE3012                          SUPERSEDED SURVEY CONTROL
 BE3012
 BE3012.No superseded survey control is available for this station.
 BE3012
 BE3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU336305(NAD 83)
 BE3012_MARKER: DJ = TIDAL STATION DISK
 BE3012_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3012_SP_SET: COPPER-CLAD STEEL ROD
 BE3012_STAMPING: 9083 A 1976
 BE3012_MARK LOGO: NOS   
 BE3012_PROJECTION: FLUSH
 BE3012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3012_ROD/PIPE-DEPTH: 12.2 meters
 BE3012
 BE3012  HISTORY     - Date     Condition        Report By
 BE3012  HISTORY     - 1976     MONUMENTED       NOS
 BE3012  HISTORY     - 1984     GOOD             FLDNR
 BE3012  HISTORY     - 1988     GOOD             USPSQD
 BE3012  HISTORY     - 19930614 GOOD             USPSQD
 BE3012  HISTORY     - 19990406 GOOD             USPSQD
 BE3012
 BE3012                          STATION DESCRIPTION
 BE3012
 BE3012'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3012'1.9 MI SOUTH FROM PARKER.
 BE3012'BEGIN AT THE SOUTHWEST END OF THE DUPONT BRIDGE OVER EAST BAY, GO 0.2
 BE3012'MILE SOUTHWEST ON U.S. HIGHWAY 98 TO THE MARK.  THE MARK BEARS 42.4
 BE3012'FEET EAST OF THE EAST CURB OF U.S. 98, 70.5 FEET NORTH OF THE
 BE3012'NORTHWEST CORNER OF THE TYNDALL AIR FORCE BASE FOOD MART, 36.4 FEET
 BE3012'WEST-NORTHWEST OF A MAGNOLIA TREE, AND 1.3 FEET NORTHEAST OF POWER
 BE3012'POLE 51.
 BE3012
 BE3012                          STATION RECOVERY (1988)
 BE3012
 BE3012'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3012'RECOVERED IN GOOD CONDITION.
 BE3012
 BE3012                          STATION RECOVERY (1993)
 BE3012
 BE3012'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3012'RECOVERED IN GOOD CONDITION.
 BE3012
 BE3012                          STATION RECOVERY (1999)
 BE3012
 BE3012'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3011 ***********************************************************************
 BE3011  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3011  DESIGNATION -  872 9083 B TIDAL
 BE3011  PID         -  BE3011
 BE3011  STATE/COUNTY-  FL/BAY
 BE3011  USGS QUAD   -  LONG POINT (1982)
 BE3011
 BE3011                         *CURRENT SURVEY CONTROL
 BE3011  ___________________________________________________________________
 BE3011* NAD 83(1986)-  30 05 52.     (N)    085 36 45.     (W)     SCALED    
 BE3011* NAVD 88     -         2.256  (meters)       7.40   (feet)  ADJUSTED  
 BE3011  ___________________________________________________________________
 BE3011  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE3011  DYNAMIC HT  -           2.253 (meters)       7.39  (feet)  COMP
 BE3011  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BE3011
 BE3011  VERT ORDER  -  SECOND    CLASS I
 BE3011
 BE3011.The horizontal coordinates were scaled from a topographic map and have
 BE3011.an estimated accuracy of +/- 6 seconds.
 BE3011
 BE3011.The orthometric height was determined by differential leveling
 BE3011.and adjusted by the National Geodetic Survey in June 1991..
 BE3011
 BE3011.This Tidal Bench Mark is designated as VM 9975
 BE3011.by the Center for Operational Oceanographic Products and Services.
 BE3011
 BE3011.This Tidal Bench Mark is designated as VM 9989
 BE3011.by the Center for Operational Oceanographic Products and Services.
 BE3011
 BE3011.The geoid height was determined by GEOID03.
 BE3011
 BE3011.The dynamic height is computed by dividing the NAVD 88
 BE3011.geopotential number by the normal gravity value computed on the
 BE3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3011.degrees latitude (g = 980.6199 gals.).
 BE3011
 BE3011.The modeled gravity was interpolated from observed gravity values.
 BE3011
 BE3011;                    North         East    Units  Estimated Accuracy
 BE3011;SPC FL N     -   122,210.      492,770.      MT  (+/- 180 meters Scaled)
 BE3011
 BE3011                          SUPERSEDED SURVEY CONTROL
 BE3011
 BE3011.No superseded survey control is available for this station.
 BE3011
 BE3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU336304(NAD 83)
 BE3011_MARKER: DJ = TIDAL STATION DISK
 BE3011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3011_SP_SET: COPPER-CLAD STEEL ROD
 BE3011_STAMPING: 9083 B 1976
 BE3011_MARK LOGO: NOS   
 BE3011_PROJECTION: FLUSH
 BE3011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3011_ROD/PIPE-DEPTH: 14.6 meters
 BE3011
 BE3011  HISTORY     - Date     Condition        Report By
 BE3011  HISTORY     - 1976     MONUMENTED       NOS
 BE3011  HISTORY     - 1984     GOOD             FLDNR
 BE3011  HISTORY     - 1988     GOOD             USPSQD
 BE3011  HISTORY     - 19930614 GOOD             USPSQD
 BE3011  HISTORY     - 19990503 MARK NOT FOUND   USPSQD
 BE3011
 BE3011                          STATION DESCRIPTION
 BE3011
 BE3011'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3011'1.9 MI SOUTH FROM PARKER.
 BE3011'BEGIN AT THE SOUTHWEST END OF THE DUPONT BRIDGE OVER EAST BAY, GO 0.25
 BE3011'MILE SOUTHERLY ON U.S. HIGHWAY 98 TO THE MARK.  THE MARK BEARS 55 FEET
 BE3011'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. 98, 27 FEET EAST
 BE3011'OF A POLE WITH A FLASHING CAUTION LIGHT, 20.5 FEET WEST OF THE
 BE3011'CENTERLINE OF JEFFERSON BOULEVARD WHICH PARALLELS U.S. 98, AND 74 FEET
 BE3011'WEST OF THE NORTHWEST CORNER OF THE GARAGE FOR HOUSE 230.
 BE3011
 BE3011                          STATION RECOVERY (1988)
 BE3011
 BE3011'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3011'RECOVERED IN GOOD CONDITION.
 BE3011
 BE3011                          STATION RECOVERY (1993)
 BE3011
 BE3011'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3011'RECOVERED IN GOOD CONDITION.
 BE3011
 BE3011                          STATION RECOVERY (1999)
 BE3011
 BE3011'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3015 ***********************************************************************
 BE3015  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3015  DESIGNATION -  872 9083 D TIDAL FLDT
 BE3015  PID         -  BE3015
 BE3015  STATE/COUNTY-  FL/BAY
 BE3015  USGS QUAD   -  LONG POINT (1982)
 BE3015
 BE3015                         *CURRENT SURVEY CONTROL
 BE3015  ___________________________________________________________________
 BE3015* NAD 83(1986)-  30 06 07.     (N)    085 36 40.     (W)     SCALED    
 BE3015* NAVD 88     -         6.080  (meters)      19.95   (feet)  ADJUSTED  
 BE3015  ___________________________________________________________________
 BE3015  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE3015  DYNAMIC HT  -           6.072 (meters)      19.92  (feet)  COMP
 BE3015  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 BE3015
 BE3015  VERT ORDER  -  SECOND    CLASS I
 BE3015
 BE3015.The horizontal coordinates were scaled from a topographic map and have
 BE3015.an estimated accuracy of +/- 6 seconds.
 BE3015
 BE3015.The orthometric height was determined by differential leveling
 BE3015.and adjusted by the National Geodetic Survey in June 1991..
 BE3015
 BE3015.This Tidal Bench Mark is designated as VM 9976
 BE3015.by the Center for Operational Oceanographic Products and Services.
 BE3015
 BE3015.This Tidal Bench Mark is designated as VM 9990
 BE3015.by the Center for Operational Oceanographic Products and Services.
 BE3015
 BE3015.The geoid height was determined by GEOID03.
 BE3015
 BE3015.The dynamic height is computed by dividing the NAVD 88
 BE3015.geopotential number by the normal gravity value computed on the
 BE3015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3015.degrees latitude (g = 980.6199 gals.).
 BE3015
 BE3015.The modeled gravity was interpolated from observed gravity values.
 BE3015
 BE3015;                    North         East    Units  Estimated Accuracy
 BE3015;SPC FL N     -   122,670.      492,910.      MT  (+/- 180 meters Scaled)
 BE3015
 BE3015                          SUPERSEDED SURVEY CONTROL
 BE3015
 BE3015.No superseded survey control is available for this station.
 BE3015
 BE3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU338308(NAD 83)
 BE3015_MARKER: DB = BENCH MARK DISK
 BE3015_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE3015_SP_SET: BRIDGE CURB
 BE3015_STAMPING: 9083 D 9085 D
 BE3015_MARK LOGO: FLDT  
 BE3015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3015
 BE3015  HISTORY     - Date     Condition        Report By
 BE3015  HISTORY     - UNK      MONUMENTED       FLDT
 BE3015  HISTORY     - 1984     GOOD             FLDNR
 BE3015  HISTORY     - 1988     GOOD             USPSQD
 BE3015
 BE3015                          STATION DESCRIPTION
 BE3015
 BE3015'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3015'1.9 MI SOUTH FROM PARKER.
 BE3015'THE MARK IS AT THE SOUTHWEST END OF THE DUPONT BRIDGE OVER EAST BAY,
 BE3015'33.9 FEET NORTHWEST OF THE CENTER OF THE BRIDGE MEDIAN, 0.7 FOOT
 BE3015'SOUTHEAST OF THE BRIDGE RAIL, AND 50 FEET EAST OF A GROUP OF 5 PALM
 BE3015'TREES.
 BE3015'THE MARK IS 1 FT ABOVE PAVEMENT.
 BE3015
 BE3015                          STATION RECOVERY (1988)
 BE3015
 BE3015'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2975 ***********************************************************************
 BE2975  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2975  DESIGNATION -  872 9084 A TIDAL
 BE2975  PID         -  BE2975
 BE2975  STATE/COUNTY-  FL/BAY
 BE2975  USGS QUAD   -  SPRINGFIELD (1982)
 BE2975
 BE2975                         *CURRENT SURVEY CONTROL
 BE2975  ___________________________________________________________________
 BE2975* NAD 83(1986)-  30 07 34.     (N)    085 36 32.     (W)     SCALED    
 BE2975* NAVD 88     -         3.863  (meters)      12.67   (feet)  ADJUSTED  
 BE2975  ___________________________________________________________________
 BE2975  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE2975  DYNAMIC HT  -           3.858 (meters)      12.66  (feet)  COMP
 BE2975  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 BE2975
 BE2975  VERT ORDER  -  SECOND    CLASS I
 BE2975
 BE2975.The horizontal coordinates were scaled from a topographic map and have
 BE2975.an estimated accuracy of +/- 6 seconds.
 BE2975
 BE2975.The orthometric height was determined by differential leveling
 BE2975.and adjusted by the National Geodetic Survey in June 1991..
 BE2975
 BE2975.This Tidal Bench Mark is designated as VM 9979
 BE2975.by the Center for Operational Oceanographic Products and Services.
 BE2975
 BE2975.The geoid height was determined by GEOID03.
 BE2975
 BE2975.The dynamic height is computed by dividing the NAVD 88
 BE2975.geopotential number by the normal gravity value computed on the
 BE2975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2975.degrees latitude (g = 980.6199 gals.).
 BE2975
 BE2975.The modeled gravity was interpolated from observed gravity values.
 BE2975
 BE2975;                    North         East    Units  Estimated Accuracy
 BE2975;SPC FL N     -   125,350.      493,150.      MT  (+/- 180 meters Scaled)
 BE2975
 BE2975                          SUPERSEDED SURVEY CONTROL
 BE2975
 BE2975.No superseded survey control is available for this station.
 BE2975
 BE2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU340335(NAD 83)
 BE2975_MARKER: DJ = TIDAL STATION DISK
 BE2975_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2975_SP_SET: COPPER-CLAD STEEL ROD
 BE2975_STAMPING: 9084 A 1976
 BE2975_MARK LOGO: NOS   
 BE2975_PROJECTION: RECESSED 5 CENTIMETERS
 BE2975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2975_ROD/PIPE-DEPTH: 12.2 meters
 BE2975
 BE2975  HISTORY     - Date     Condition        Report By
 BE2975  HISTORY     - 1976     MONUMENTED       NOS
 BE2975  HISTORY     - 1984     GOOD             FLDNR
 BE2975  HISTORY     - 19940122 GOOD             USPSQD
 BE2975  HISTORY     - 19990130 GOOD             USPSQD
 BE2975
 BE2975                          STATION DESCRIPTION
 BE2975
 BE2975'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2975'1.05 MI WSW FROM PARKER.
 BE2975'BEGIN AT THE PARKER POST OFFICE, GO 0.55 MILE WEST ON U.S. BUSINESS 98
 BE2975'TO THE JUNCTION OF PITTS AVENUE, GO 0.3 MILE SOUTH AND EAST ON PITTS
 BE2975'AVENUE TO THE JUNCTION OF GERMAIN AVENUE, GO 0.2 MILE SOUTH ON GERMAIN
 BE2975'AVENUE TO ITS END AT LOFTIN STREET AND THE MARK.  THE MARK BEARS 25
 BE2975'FEET SOUTHEAST OF THE ROAD JUNCTION, 12.4 FEET EAST OF POWER POLE
 BE2975'64942, AND 85.3 FEET EAST OF THE NORTHEAST CORNER OF A TWO-STORY
 BE2975'HOUSE.
 BE2975
 BE2975                          STATION RECOVERY (1994)
 BE2975
 BE2975'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2975'RECOVERED IN GOOD CONDITION.
 BE2975
 BE2975                          STATION RECOVERY (1999)
 BE2975
 BE2975'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2974 ***********************************************************************
 BE2974  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2974  DESIGNATION -  872 9084 B TIDAL
 BE2974  PID         -  BE2974
 BE2974  STATE/COUNTY-  FL/BAY
 BE2974  USGS QUAD   -  SPRINGFIELD (1982)
 BE2974
 BE2974                         *CURRENT SURVEY CONTROL
 BE2974  ___________________________________________________________________
 BE2974* NAD 83(1986)-  30 07 44.     (N)    085 36 36.     (W)     SCALED    
 BE2974* NAVD 88     -         4.331  (meters)      14.21   (feet)  ADJUSTED  
 BE2974  ___________________________________________________________________
 BE2974  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE2974  DYNAMIC HT  -           4.326 (meters)      14.19  (feet)  COMP
 BE2974  MODELED GRAV-     979,315.0   (mgal)                       NAVD 88
 BE2974
 BE2974  VERT ORDER  -  SECOND    CLASS I
 BE2974
 BE2974.The horizontal coordinates were scaled from a topographic map and have
 BE2974.an estimated accuracy of +/- 6 seconds.
 BE2974
 BE2974.The orthometric height was determined by differential leveling
 BE2974.and adjusted by the National Geodetic Survey in June 1991..
 BE2974
 BE2974.This Tidal Bench Mark is designated as VM 9980
 BE2974.by the Center for Operational Oceanographic Products and Services.
 BE2974
 BE2974.The geoid height was determined by GEOID03.
 BE2974
 BE2974.The dynamic height is computed by dividing the NAVD 88
 BE2974.geopotential number by the normal gravity value computed on the
 BE2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2974.degrees latitude (g = 980.6199 gals.).
 BE2974
 BE2974.The modeled gravity was interpolated from observed gravity values.
 BE2974
 BE2974;                    North         East    Units  Estimated Accuracy
 BE2974;SPC FL N     -   125,660.      493,050.      MT  (+/- 180 meters Scaled)
 BE2974
 BE2974                          SUPERSEDED SURVEY CONTROL
 BE2974
 BE2974.No superseded survey control is available for this station.
 BE2974
 BE2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU338338(NAD 83)
 BE2974_MARKER: DJ = TIDAL STATION DISK
 BE2974_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2974_SP_SET: COPPER-CLAD STEEL ROD
 BE2974_STAMPING: 9084 B 1976
 BE2974_MARK LOGO: NOS   
 BE2974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2974
 BE2974  HISTORY     - Date     Condition        Report By
 BE2974  HISTORY     - 1976     MONUMENTED       NOS
 BE2974  HISTORY     - 1984     GOOD             FLDNR
 BE2974  HISTORY     - 19940122 GOOD             USPSQD
 BE2974  HISTORY     - 19990130 GOOD             USPSQD
 BE2974
 BE2974                          STATION DESCRIPTION
 BE2974
 BE2974'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2974'0.85 MI WNW FROM PARKER.
 BE2974'BEGIN AT THE PARKER POST OFFICE, GO 0.55 MILE WEST ON U.S. BUSINESS 98
 BE2974'TO THE JUNCTION OF PITTS AVENUE, GO 0.3 MILE SOUTH AND EAST ON PITTS
 BE2974'AVENUE TO THE JUNCTION OF GERMAIN AVENUE AND THE MARK.  THE MARK BEARS
 BE2974'23 FEET NORTHWEST OF THE ROAD JUNCTION, 7.7 FEET WEST OF A POWER POLE,
 BE2974'78.5 FEET NORTHEAST OF THE DUNCAN RESIDENCE, 1 FOOT SOUTH OF A WITNESS
 BE2974'POST, AND SET ON THE TOP OF A COPPER-CLAD STEEL ROD RECESSED 4-INCHES.
 BE2974
 BE2974                          STATION RECOVERY (1994)
 BE2974
 BE2974'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2974'RECOVERED IN GOOD CONDITION.
 BE2974
 BE2974                          STATION RECOVERY (1999)
 BE2974
 BE2974'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3014 ***********************************************************************
 BE3014  DESIGNATION -  872 9085 B TIDAL
 BE3014  PID         -  BE3014
 BE3014  STATE/COUNTY-  FL/BAY
 BE3014  USGS QUAD   -  LONG POINT (1982)
 BE3014
 BE3014                         *CURRENT SURVEY CONTROL
 BE3014  ___________________________________________________________________
 BE3014* NAD 83(1986)-  30 06 03.     (N)    085 36 47.     (W)     SCALED    
 BE3014* NAVD 88     -         2.752  (meters)       9.03   (feet)  ADJUSTED  
 BE3014  ___________________________________________________________________
 BE3014  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE3014  DYNAMIC HT  -           2.748 (meters)       9.02  (feet)  COMP
 BE3014  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 BE3014
 BE3014  VERT ORDER  -  SECOND    CLASS I
 BE3014
 BE3014.The horizontal coordinates were scaled from a topographic map and have
 BE3014.an estimated accuracy of +/- 6 seconds.
 BE3014
 BE3014.The orthometric height was determined by differential leveling
 BE3014.and adjusted by the National Geodetic Survey in June 1991..
 BE3014
 BE3014.The geoid height was determined by GEOID03.
 BE3014
 BE3014.The dynamic height is computed by dividing the NAVD 88
 BE3014.geopotential number by the normal gravity value computed on the
 BE3014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3014.degrees latitude (g = 980.6199 gals.).
 BE3014
 BE3014.The modeled gravity was interpolated from observed gravity values.
 BE3014
 BE3014;                    North         East    Units  Estimated Accuracy
 BE3014;SPC FL N     -   122,550.      492,720.      MT  (+/- 180 meters Scaled)
 BE3014
 BE3014                          SUPERSEDED SURVEY CONTROL
 BE3014
 BE3014.No superseded survey control is available for this station.
 BE3014
 BE3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU336307(NAD 83)
 BE3014_MARKER: DJ = TIDAL STATION DISK
 BE3014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3014_SP_SET: COPPER-CLAD STEEL ROD
 BE3014_STAMPING: 9085 B 1976
 BE3014_MARK LOGO: NOS   
 BE3014_PROJECTION: RECESSED 5 CENTIMETERS
 BE3014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3014_ROD/PIPE-DEPTH: 12.2 meters
 BE3014
 BE3014  HISTORY     - Date     Condition        Report By
 BE3014  HISTORY     - 1976     MONUMENTED       NOS
 BE3014  HISTORY     - 1984     GOOD             FLDNR
 BE3014  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE3014  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 BE3014
 BE3014                          STATION DESCRIPTION
 BE3014
 BE3014'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3014'1.9 MI SOUTH FROM PARKER.
 BE3014'BEGIN AT THE SOUTHWEST END OF THE DUPONT BRIDGE OVER EAST BAY, GO 0.2
 BE3014'MILE SOUTH ON U.S. HIGHWAY 98 TO THE TYNDALL AIR FORCE BASE MARINE
 BE3014'TRAINING CENTER AND THE MARK.  THE MARK BEARS 2 FEET EAST OF THE
 BE3014'NORTHEAST CORNER OF THE BARRACKS (BUILDING 5012), 58.7 FEET SOUTHEAST
 BE3014'OF POWER POLE 25, 28.8 FEET SOUTH OF THE DRIVE, AND ABOUT 200 FEET
 BE3014'NORTH OF THE ENTRANCE TO THE MARINA.
 BE3014
 BE3014                          STATION RECOVERY (1988)
 BE3014
 BE3014'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3014'MARK NOT FOUND.
 BE3014
 BE3014                          STATION RECOVERY (1993)
 BE3014
 BE3014'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2962 ***********************************************************************
 BE2962  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2962  DESIGNATION -  872 9101 A TIDAL
 BE2962  PID         -  BE2962
 BE2962  STATE/COUNTY-  FL/BAY
 BE2962  USGS QUAD   -  SOUTHPORT (1992)
 BE2962
 BE2962                         *CURRENT SURVEY CONTROL
 BE2962  ___________________________________________________________________
 BE2962* NAD 83(1986)-  30 16 59.     (N)    085 38 45.     (W)     SCALED    
 BE2962* NAVD 88     -         0.686  (meters)       2.25   (feet)  ADJUSTED  
 BE2962  ___________________________________________________________________
 BE2962  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BE2962  DYNAMIC HT  -           0.685 (meters)       2.25  (feet)  COMP
 BE2962  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 BE2962
 BE2962  VERT ORDER  -  SECOND    CLASS I
 BE2962
 BE2962.The horizontal coordinates were scaled from a topographic map and have
 BE2962.an estimated accuracy of +/- 6 seconds.
 BE2962
 BE2962.The orthometric height was determined by differential leveling
 BE2962.and adjusted by the National Geodetic Survey in June 1991..
 BE2962
 BE2962.This Tidal Bench Mark is designated as VM 9982
 BE2962.by the Center for Operational Oceanographic Products and Services.
 BE2962
 BE2962.The geoid height was determined by GEOID03.
 BE2962
 BE2962.The dynamic height is computed by dividing the NAVD 88
 BE2962.geopotential number by the normal gravity value computed on the
 BE2962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2962.degrees latitude (g = 980.6199 gals.).
 BE2962
 BE2962.The modeled gravity was interpolated from observed gravity values.
 BE2962
 BE2962;                    North         East    Units  Estimated Accuracy
 BE2962;SPC FL N     -   142,780.      489,770.      MT  (+/- 180 meters Scaled)
 BE2962
 BE2962                          SUPERSEDED SURVEY CONTROL
 BE2962
 BE2962.No superseded survey control is available for this station.
 BE2962
 BE2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU302509(NAD 83)
 BE2962_MARKER: DJ = TIDAL STATION DISK
 BE2962_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2962_SP_SET: COPPER-CLAD STEEL ROD
 BE2962_STAMPING: 9101 A 1976
 BE2962_MARK LOGO: NOS   
 BE2962_PROJECTION: RECESSED 3 CENTIMETERS
 BE2962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2962+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 BE2962_ROD/PIPE-DEPTH: 12.2 meters
 BE2962
 BE2962  HISTORY     - Date     Condition        Report By
 BE2962  HISTORY     - 1976     MONUMENTED       NOS
 BE2962  HISTORY     - 1984     GOOD             FLDNR
 BE2962  HISTORY     - 19940122 GOOD             USPSQD
 BE2962  HISTORY     - 19990503 POOR             USPSQD
 BE2962  HISTORY     - 20041204 GOOD             USPSQD
 BE2962
 BE2962                          STATION DESCRIPTION
 BE2962
 BE2962'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2962'2 MI SW FROM SOUTHPORT.
 BE2962'BEGIN AT THE JUNCTION OF BRIDGE STREET WITH STATE ROAD 77 IN
 BE2962'SOUTHPORT, GO 0.2 MILE WEST ON BRIDGE STREET TO THE JUNCTION OF
 BE2962'RAILROAD AVENUE, GO 1.65 MILES SOUTHERLY ON RAILROAD AVENUE TO ITS END
 BE2962'AT SALE BOULEVARD, GO 0.15 MILE NORTH ON SALE BOULEVARD TO THE MARK.
 BE2962'THE MARK BEARS 91 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POOL
 BE2962'PATIO OF THE W.L. HIBBARD RESIDENCE, 2.5 FEET NORTHEAST OF THE INSIDE
 BE2962'CORNER AT THE SOUTH END OF THE SEAWALL, AND 66.5 FEET WEST OF A
 BE2962'CABBAGE PALM TREE.
 BE2962
 BE2962                          STATION RECOVERY (1994)
 BE2962
 BE2962'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2962'RECOVERED IN GOOD CONDITION.
 BE2962
 BE2962                          STATION RECOVERY (1999)
 BE2962
 BE2962'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2962'MARK RECOVERED IN POOR CONDITION.
 BE2962
 BE2962                          STATION RECOVERY (2004)
 BE2962
 BE2962'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE2962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2961 ***********************************************************************
 BE2961  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2961  DESIGNATION -  872 9101 B TIDAL
 BE2961  PID         -  BE2961
 BE2961  STATE/COUNTY-  FL/BAY
 BE2961  USGS QUAD   -  SOUTHPORT (1992)
 BE2961
 BE2961                         *CURRENT SURVEY CONTROL
 BE2961  ___________________________________________________________________
 BE2961* NAD 83(1986)-  30 16 59.     (N)    085 38 45.     (W)     SCALED    
 BE2961* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 BE2961  ___________________________________________________________________
 BE2961  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BE2961  DYNAMIC HT  -           1.516 (meters)       4.97  (feet)  COMP
 BE2961  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 BE2961
 BE2961  VERT ORDER  -  SECOND    CLASS I
 BE2961
 BE2961.The horizontal coordinates were scaled from a topographic map and have
 BE2961.an estimated accuracy of +/- 6 seconds.
 BE2961
 BE2961.The orthometric height was determined by differential leveling
 BE2961.and adjusted by the National Geodetic Survey in June 1991..
 BE2961
 BE2961.This Tidal Bench Mark is designated as VM 9983
 BE2961.by the Center for Operational Oceanographic Products and Services.
 BE2961
 BE2961.The geoid height was determined by GEOID03.
 BE2961
 BE2961.The dynamic height is computed by dividing the NAVD 88
 BE2961.geopotential number by the normal gravity value computed on the
 BE2961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2961.degrees latitude (g = 980.6199 gals.).
 BE2961
 BE2961.The modeled gravity was interpolated from observed gravity values.
 BE2961
 BE2961;                    North         East    Units  Estimated Accuracy
 BE2961;SPC FL N     -   142,780.      489,770.      MT  (+/- 180 meters Scaled)
 BE2961
 BE2961                          SUPERSEDED SURVEY CONTROL
 BE2961
 BE2961.No superseded survey control is available for this station.
 BE2961
 BE2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU302509(NAD 83)
 BE2961_MARKER: DJ = TIDAL STATION DISK
 BE2961_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2961_SP_SET: COPPER-CLAD STEEL ROD
 BE2961_STAMPING: 9101 B 1976
 BE2961_MARK LOGO: NOS   
 BE2961_PROJECTION: FLUSH
 BE2961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2961+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 BE2961_ROD/PIPE-DEPTH: 12.2 meters
 BE2961
 BE2961  HISTORY     - Date     Condition        Report By
 BE2961  HISTORY     - 1976     MONUMENTED       NOS
 BE2961  HISTORY     - 1984     GOOD             FLDNR
 BE2961  HISTORY     - 19940122 GOOD             USPSQD
 BE2961  HISTORY     - 19990503 GOOD             USPSQD
 BE2961  HISTORY     - 20041204 GOOD             USPSQD
 BE2961
 BE2961                          STATION DESCRIPTION
 BE2961
 BE2961'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2961'2 MI SW FROM SOUTHPORT.
 BE2961'BEGIN AT THE JUNCTION OF BRIDGE STREET WITH STATE ROAD 77 IN
 BE2961'SOUTHPORT, GO 0.2 MILE WEST ON BRIDGE STREET TO THE JUNCTION OF
 BE2961'RAILROAD AVENUE, GO 1.65 MILES SOUTHERLY ON RAILROAD AVENUE TO ITS END
 BE2961'AT SALE BOULEVARD, GO 0.15 MILE NORTH ON SALE BOULEVARD TO THE MARK.
 BE2961'THE MARK BEARS 21 FEET WEST OF THE CENTERLINE OF SALE BOULEVARD, 1.8
 BE2961'FEET NORTH-NORTHEAST OF A POWER POLE, AND 111 FEET EAST OF THE
 BE2961'NORTHEAST CORNER OF THE W.L. HIBBARD RESIDENCE.
 BE2961
 BE2961                          STATION RECOVERY (1994)
 BE2961
 BE2961'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE2961'RECOVERED IN GOOD CONDITION.
 BE2961
 BE2961                          STATION RECOVERY (1999)
 BE2961
 BE2961'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE2961'RECOVERED IN GOOD CONDITION.
 BE2961
 BE2961                          STATION RECOVERY (2004)
 BE2961
 BE2961'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE2961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1713 ***********************************************************************
 BE1713  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1713  DESIGNATION -  872 9102 TIDAL 8
 BE1713  PID         -  BE1713
 BE1713  STATE/COUNTY-  FL/BAY
 BE1713  USGS QUAD   -  SOUTHPORT (1992)
 BE1713
 BE1713                         *CURRENT SURVEY CONTROL
 BE1713  ___________________________________________________________________
 BE1713* NAD 83(1986)-  30 15 11.     (N)    085 38 53.     (W)     SCALED    
 BE1713* NAVD 88     -         1.697  (meters)       5.57   (feet)  ADJUSTED  
 BE1713  ___________________________________________________________________
 BE1713  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BE1713  DYNAMIC HT  -           1.694 (meters)       5.56  (feet)  COMP
 BE1713  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 BE1713
 BE1713  VERT ORDER  -  SECOND    CLASS I
 BE1713
 BE1713.The horizontal coordinates were scaled from a topographic map and have
 BE1713.an estimated accuracy of +/- 6 seconds.
 BE1713
 BE1713.The orthometric height was determined by differential leveling
 BE1713.and adjusted by the National Geodetic Survey in June 1991..
 BE1713
 BE1713.This Tidal Bench Mark is designated as VM 9995
 BE1713.by the Center for Operational Oceanographic Products and Services.
 BE1713
 BE1713.The geoid height was determined by GEOID03.
 BE1713
 BE1713.The dynamic height is computed by dividing the NAVD 88
 BE1713.geopotential number by the normal gravity value computed on the
 BE1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1713.degrees latitude (g = 980.6199 gals.).
 BE1713
 BE1713.The modeled gravity was interpolated from observed gravity values.
 BE1713
 BE1713;                    North         East    Units  Estimated Accuracy
 BE1713;SPC FL N     -   139,450.      489,520.      MT  (+/- 180 meters Scaled)
 BE1713
 BE1713                          SUPERSEDED SURVEY CONTROL
 BE1713
 BE1713.No superseded survey control is available for this station.
 BE1713
 BE1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU300476(NAD 83)
 BE1713_MARKER: DJ = TIDAL STATION DISK
 BE1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1713_SP_SET: CONCRETE DRAINAGE BASIN
 BE1713_STAMPING: NO 8 1975
 BE1713_MARK LOGO: NOS   
 BE1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1713+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 BE1713
 BE1713  HISTORY     - Date     Condition        Report By
 BE1713  HISTORY     - 1975     MONUMENTED       NOS
 BE1713  HISTORY     - 1977     GOOD             FLDNR
 BE1713  HISTORY     - 1984     GOOD             FLDNR
 BE1713  HISTORY     - 19940122 GOOD             USPSQD
 BE1713  HISTORY     - 19990130 GOOD             USPSQD
 BE1713  HISTORY     - 20030618 GOOD             INDIV
 BE1713  HISTORY     - 20041204 GOOD             USPSQD
 BE1713
 BE1713                          STATION DESCRIPTION
 BE1713
 BE1713'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1713'0.52 MI NORTH FROM LYNN HAVEN.
 BE1713'ABOUT 0.52 MILES NORTH ALONG SR 77 FROM THE CITY HALL AT LYNN HAVEN,
 BE1713'100 FEET EAST OF THE SR 77 CENTERLINE, ABOUT 8.2 FEET NORTH OF EDGE OF
 BE1713'CEMENT CULVERT, 63.8 FEET EAST OF WOODEN LIGHT POLE, 19 FEET SOUTH OF
 BE1713'CENTERLINE OF DRIVE TO LESLIE PORTOR PARK, SET FLUCH IN CORNER OF A
 BE1713'CEMENT DRAINAGE BASIN.
 BE1713
 BE1713                          STATION RECOVERY (1984)
 BE1713
 BE1713'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1713'RECOVERED IN GOOD CONDITION.
 BE1713
 BE1713                          STATION RECOVERY (1994)
 BE1713
 BE1713'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE1713'RECOVERED IN GOOD CONDITION.
 BE1713
 BE1713                          STATION RECOVERY (1999)
 BE1713
 BE1713'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1713'RECOVERED IN GOOD CONDITION.
 BE1713
 BE1713                          STATION RECOVERY (2003)
 BE1713
 BE1713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKC)
 BE1713'RECOVERED IN GOOD CONDITION.
 BE1713
 BE1713                          STATION RECOVERY (2004)
 BE1713
 BE1713'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3020 ***********************************************************************
 BE3020  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3020  DESIGNATION -  872 9105 A TIDAL
 BE3020  PID         -  BE3020
 BE3020  STATE/COUNTY-  FL/BAY
 BE3020  USGS QUAD   -  BEACON BEACH (1994)
 BE3020
 BE3020                         *CURRENT SURVEY CONTROL
 BE3020  ___________________________________________________________________
 BE3020* NAD 83(1986)-  30 05 33.     (N)    085 38 53.     (W)     SCALED    
 BE3020* NAVD 88     -         0.936  (meters)       3.07   (feet)  ADJUSTED  
 BE3020  ___________________________________________________________________
 BE3020  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3020  DYNAMIC HT  -           0.935 (meters)       3.07  (feet)  COMP
 BE3020  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BE3020
 BE3020  VERT ORDER  -  SECOND    CLASS I
 BE3020
 BE3020.The horizontal coordinates were scaled from a topographic map and have
 BE3020.an estimated accuracy of +/- 6 seconds.
 BE3020
 BE3020.The orthometric height was determined by differential leveling
 BE3020.and adjusted by the National Geodetic Survey in June 1991..
 BE3020
 BE3020.This Tidal Bench Mark is designated as VM 9996
 BE3020.by the Center for Operational Oceanographic Products and Services.
 BE3020
 BE3020.The geoid height was determined by GEOID03.
 BE3020
 BE3020.The dynamic height is computed by dividing the NAVD 88
 BE3020.geopotential number by the normal gravity value computed on the
 BE3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3020.degrees latitude (g = 980.6199 gals.).
 BE3020
 BE3020.The modeled gravity was interpolated from observed gravity values.
 BE3020
 BE3020;                    North         East    Units  Estimated Accuracy
 BE3020;SPC FL N     -   121,660.      489,340.      MT  (+/- 180 meters Scaled)
 BE3020
 BE3020                          SUPERSEDED SURVEY CONTROL
 BE3020
 BE3020.No superseded survey control is available for this station.
 BE3020
 BE3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU302298(NAD 83)
 BE3020_MARKER: DJ = TIDAL STATION DISK
 BE3020_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE3020+WITH SETTING: PAVEMENT
 BE3020_SP_SET: CONCRETE BASE
 BE3020_STAMPING: 9105 A 1976
 BE3020_MARK LOGO: NOS   
 BE3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3020+STABILITY: SURFACE MOTION
 BE3020
 BE3020  HISTORY     - Date     Condition        Report By
 BE3020  HISTORY     - 1976     MONUMENTED       NOS
 BE3020  HISTORY     - 1984     GOOD             FLDNR
 BE3020  HISTORY     - 1988     GOOD             USPSQD
 BE3020  HISTORY     - 19990503 GOOD             USPSQD
 BE3020
 BE3020                          STATION DESCRIPTION
 BE3020
 BE3020'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3020'4.7 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3020'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3020'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 2.4
 BE3020'MILES WESTERLY ON SABRE DRIVE TO THE INTERSECTION OF FALCON STREET, GO
 BE3020'0.6 MILE SOUTHERLY ON FALCON STREET TO THE AIR FORCE BASE YACHT CLUB
 BE3020'AND THE MARK VICINITY.  THE MARK BEARS 1.2 FEET NORTH OF THE FLAGPOLE,
 BE3020'56.2 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE MARINA CLUBHOUSE,
 BE3020'189.6 FEET WEST OF THE END OF FALCON STREET, 35.7 FEET SOUTH OF THE
 BE3020'SOUTHWEST CORNER OF BUILDING 2696, AND IS SET IN THE TOP OF A 12-FOOT
 BE3020'BY 12-FOOT CONCRETE PAD FOR THE FLAGPOLE.
 BE3020
 BE3020                          STATION RECOVERY (1988)
 BE3020
 BE3020'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3020'RECOVERED IN GOOD CONDITION.
 BE3020
 BE3020                          STATION RECOVERY (1999)
 BE3020
 BE3020'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3019 ***********************************************************************
 BE3019  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3019  DESIGNATION -  872 9105 B TIDAL
 BE3019  PID         -  BE3019
 BE3019  STATE/COUNTY-  FL/BAY
 BE3019  USGS QUAD   -  BEACON BEACH (1994)
 BE3019
 BE3019                         *CURRENT SURVEY CONTROL
 BE3019  ___________________________________________________________________
 BE3019* NAD 83(1986)-  30 05 33.     (N)    085 38 53.     (W)     SCALED    
 BE3019* NAVD 88     -         0.508  (meters)       1.67   (feet)  ADJUSTED  
 BE3019  ___________________________________________________________________
 BE3019  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3019  DYNAMIC HT  -           0.507 (meters)       1.66  (feet)  COMP
 BE3019  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BE3019
 BE3019  VERT ORDER  -  SECOND    CLASS I
 BE3019
 BE3019.The horizontal coordinates were scaled from a topographic map and have
 BE3019.an estimated accuracy of +/- 6 seconds.
 BE3019
 BE3019.The orthometric height was determined by differential leveling
 BE3019.and adjusted by the National Geodetic Survey in June 1991..
 BE3019
 BE3019.This Tidal Bench Mark is designated as VM 9997
 BE3019.by the Center for Operational Oceanographic Products and Services.
 BE3019
 BE3019.The geoid height was determined by GEOID03.
 BE3019
 BE3019.The dynamic height is computed by dividing the NAVD 88
 BE3019.geopotential number by the normal gravity value computed on the
 BE3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3019.degrees latitude (g = 980.6199 gals.).
 BE3019
 BE3019.The modeled gravity was interpolated from observed gravity values.
 BE3019
 BE3019;                    North         East    Units  Estimated Accuracy
 BE3019;SPC FL N     -   121,660.      489,340.      MT  (+/- 180 meters Scaled)
 BE3019
 BE3019                          SUPERSEDED SURVEY CONTROL
 BE3019
 BE3019.No superseded survey control is available for this station.
 BE3019
 BE3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU302298(NAD 83)
 BE3019_MARKER: DJ = TIDAL STATION DISK
 BE3019_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE3019_SP_SET: BOAT RAMP
 BE3019_STAMPING: 9105 B 1976
 BE3019_MARK LOGO: NOS   
 BE3019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3019
 BE3019  HISTORY     - Date     Condition        Report By
 BE3019  HISTORY     - 1976     MONUMENTED       NOS
 BE3019  HISTORY     - 1984     GOOD             FLDNR
 BE3019  HISTORY     - 1988     POOR             USPSQD
 BE3019
 BE3019                          STATION DESCRIPTION
 BE3019
 BE3019'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3019'4.7 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3019'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3019'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 2.4
 BE3019'MILES WESTERLY ON SABRE DRIVE TO THE INTERSECTION OF FALCON STREET, GO
 BE3019'0.6 MILE SOUTHERLY ON FALCON STREET TO THE AIR FORCE BASE YACHT CLUB
 BE3019'AND THE MARK VICINITY.  THE MARK BEARS 0.8 FOOT WEST-NORTHWEST OF THE
 BE3019'EAST EDGE OF THE BOAT LAUNCH, 1.1 FEET WEST-SOUTHWEST OF THE NORTH
 BE3019'EDGE OF THE EDGE OF THE BOAT LAUNCH, 47.3 FEET SOUTH OF THE EAST
 BE3019'CORNER OF BUILDING 2699, AND 64 FEET NORTH OF THE NORTH EDGE OF THE
 BE3019'CONCRETE BASE FOR TWO GAS PUMPS.
 BE3019
 BE3019                          STATION RECOVERY (1988)
 BE3019
 BE3019'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3019'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3018 ***********************************************************************
 BE3018  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3018  DESIGNATION -  872 9105 C TIDAL
 BE3018  PID         -  BE3018
 BE3018  STATE/COUNTY-  FL/BAY
 BE3018  USGS QUAD   -  BEACON BEACH (1994)
 BE3018
 BE3018                         *CURRENT SURVEY CONTROL
 BE3018  ___________________________________________________________________
 BE3018* NAD 83(1986)-  30 05 33.     (N)    085 38 51.     (W)     SCALED    
 BE3018* NAVD 88     -         1.169  (meters)       3.84   (feet)  ADJUSTED  
 BE3018  ___________________________________________________________________
 BE3018  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3018  DYNAMIC HT  -           1.167 (meters)       3.83  (feet)  COMP
 BE3018  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BE3018
 BE3018  VERT ORDER  -  SECOND    CLASS I
 BE3018
 BE3018.The horizontal coordinates were scaled from a topographic map and have
 BE3018.an estimated accuracy of +/- 6 seconds.
 BE3018
 BE3018.The orthometric height was determined by differential leveling
 BE3018.and adjusted by the National Geodetic Survey in June 1991..
 BE3018
 BE3018.This Tidal Bench Mark is designated as VM 9998
 BE3018.by the Center for Operational Oceanographic Products and Services.
 BE3018
 BE3018.The geoid height was determined by GEOID03.
 BE3018
 BE3018.The dynamic height is computed by dividing the NAVD 88
 BE3018.geopotential number by the normal gravity value computed on the
 BE3018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3018.degrees latitude (g = 980.6199 gals.).
 BE3018
 BE3018.The modeled gravity was interpolated from observed gravity values.
 BE3018
 BE3018;                    North         East    Units  Estimated Accuracy
 BE3018;SPC FL N     -   121,660.      489,390.      MT  (+/- 180 meters Scaled)
 BE3018
 BE3018                          SUPERSEDED SURVEY CONTROL
 BE3018
 BE3018.No superseded survey control is available for this station.
 BE3018
 BE3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU303298(NAD 83)
 BE3018_MARKER: DJ = TIDAL STATION DISK
 BE3018_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE3018+WITH SETTING: PAVEMENT
 BE3018_SP_SET: CONCRETE PAD
 BE3018_STAMPING: 9105 C 1976
 BE3018_MARK LOGO: NOS   
 BE3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3018+STABILITY: SURFACE MOTION
 BE3018
 BE3018  HISTORY     - Date     Condition        Report By
 BE3018  HISTORY     - 1976     MONUMENTED       NOS
 BE3018  HISTORY     - 1984     GOOD             FLDNR
 BE3018  HISTORY     - 1988     GOOD             USPSQD
 BE3018  HISTORY     - 19990503 MARK NOT FOUND   USPSQD
 BE3018
 BE3018                          STATION DESCRIPTION
 BE3018
 BE3018'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3018'4.7 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3018'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3018'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 2.4
 BE3018'MILES WESTERLY ON SABRE DRIVE TO THE INTERSECTION OF FALCON STREET, GO
 BE3018'0.6 MILE SOUTHERLY ON FALCON STREET TO THE AIR FORCE BASE YACHT CLUB
 BE3018'AND THE MARK VICINITY.  THE MARK BEARS 35.1 FEET SOUTH-SOUTHEAST OF
 BE3018'THE EAST CORNER OF BUILDING 2698, 46.3 FEET NORTHWEST OF THE WEST
 BE3018'CORNER OF THE MARINA BASE EXCHANGE BUILDING, 1.3 FEET NORTHWEST OF THE
 BE3018'SOUTHEAST EDGE OF A 7-FOOT BY 7-FOOT CONCRETE PAD AND IS SET IN THE
 BE3018'TOP OF THE PAD.
 BE3018
 BE3018                          STATION RECOVERY (1988)
 BE3018
 BE3018'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3018'RECOVERED IN GOOD CONDITION.
 BE3018
 BE3018                          STATION RECOVERY (1999)
 BE3018
 BE3018'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3017 ***********************************************************************
 BE3017  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3017  DESIGNATION -  872 9105 D TIDAL
 BE3017  PID         -  BE3017
 BE3017  STATE/COUNTY-  FL/BAY
 BE3017  USGS QUAD   -  BEACON BEACH (1994)
 BE3017
 BE3017                         *CURRENT SURVEY CONTROL
 BE3017  ___________________________________________________________________
 BE3017* NAD 83(1986)-  30 05 35.     (N)    085 38 49.     (W)     SCALED    
 BE3017* NAVD 88     -         1.703  (meters)       5.59   (feet)  ADJUSTED  
 BE3017  ___________________________________________________________________
 BE3017  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3017  DYNAMIC HT  -           1.701 (meters)       5.58  (feet)  COMP
 BE3017  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BE3017
 BE3017  VERT ORDER  -  SECOND    CLASS I
 BE3017
 BE3017.The horizontal coordinates were scaled from a topographic map and have
 BE3017.an estimated accuracy of +/- 6 seconds.
 BE3017
 BE3017.The orthometric height was determined by differential leveling
 BE3017.and adjusted by the National Geodetic Survey in June 1991..
 BE3017
 BE3017.This Tidal Bench Mark is designated as VM 9999
 BE3017.by the Center for Operational Oceanographic Products and Services.
 BE3017
 BE3017.The geoid height was determined by GEOID03.
 BE3017
 BE3017.The dynamic height is computed by dividing the NAVD 88
 BE3017.geopotential number by the normal gravity value computed on the
 BE3017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3017.degrees latitude (g = 980.6199 gals.).
 BE3017
 BE3017.The modeled gravity was interpolated from observed gravity values.
 BE3017
 BE3017;                    North         East    Units  Estimated Accuracy
 BE3017;SPC FL N     -   121,720.      489,450.      MT  (+/- 180 meters Scaled)
 BE3017
 BE3017                          SUPERSEDED SURVEY CONTROL
 BE3017
 BE3017.No superseded survey control is available for this station.
 BE3017
 BE3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU303298(NAD 83)
 BE3017_MARKER: DJ = TIDAL STATION DISK
 BE3017_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3017_SP_SET: COPPER-CLAD STEEL ROD
 BE3017_STAMPING: 9105 D 1976
 BE3017_MARK LOGO: NOS   
 BE3017_PROJECTION: RECESSED 5 CENTIMETERS
 BE3017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3017_ROD/PIPE-DEPTH: 12.2 meters
 BE3017
 BE3017  HISTORY     - Date     Condition        Report By
 BE3017  HISTORY     - 1976     MONUMENTED       NOS
 BE3017  HISTORY     - 1984     GOOD             FLDNR
 BE3017  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE3017
 BE3017                          STATION DESCRIPTION
 BE3017
 BE3017'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3017'4.7 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3017'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3017'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 2.4
 BE3017'MILES WESTERLY ON SABRE DRIVE TO THE INTERSECTION OF FALCON STREET, GO
 BE3017'0.6 MILE SOUTHERLY ON FALCON STREET TO THE AIR FORCE BASE YACHT CLUB
 BE3017'AND THE MARK VICINITY.  THE MARK BEARS 18 FEET SOUTH-SOUTHEAST OF THE
 BE3017'CENTERLINE OF FALCON STREET, 100 FEET EAST-NORTHEAST OF THE CENTERLINE
 BE3017'OF THE ROAD TO THE MARINA BASE EXCHANGE, AND 2.2 FEET NORTH OF A POWER
 BE3017'POLE WITH A WITNESS SIGN ATTACHED.
 BE3017
 BE3017                          STATION RECOVERY (1988)
 BE3017
 BE3017'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3016 ***********************************************************************
 BE3016  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3016  DESIGNATION -  872 9105 E TIDAL
 BE3016  PID         -  BE3016
 BE3016  STATE/COUNTY-  FL/BAY
 BE3016  USGS QUAD   -  BEACON BEACH (1994)
 BE3016
 BE3016                         *CURRENT SURVEY CONTROL
 BE3016  ___________________________________________________________________
 BE3016* NAD 83(1986)-  30 05 38.     (N)    085 38 43.     (W)     SCALED    
 BE3016* NAVD 88     -         6.042  (meters)      19.82   (feet)  ADJUSTED  
 BE3016  ___________________________________________________________________
 BE3016  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3016  DYNAMIC HT  -           6.034 (meters)      19.80  (feet)  COMP
 BE3016  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 BE3016
 BE3016  VERT ORDER  -  SECOND    CLASS I
 BE3016
 BE3016.The horizontal coordinates were scaled from a topographic map and have
 BE3016.an estimated accuracy of +/- 6 seconds.
 BE3016
 BE3016.The orthometric height was determined by differential leveling
 BE3016.and adjusted by the National Geodetic Survey in June 1991..
 BE3016
 BE3016.This Tidal Bench Mark is designated as VM 10000
 BE3016.by the Center for Operational Oceanographic Products and Services.
 BE3016
 BE3016.The geoid height was determined by GEOID03.
 BE3016
 BE3016.The dynamic height is computed by dividing the NAVD 88
 BE3016.geopotential number by the normal gravity value computed on the
 BE3016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3016.degrees latitude (g = 980.6199 gals.).
 BE3016
 BE3016.The modeled gravity was interpolated from observed gravity values.
 BE3016
 BE3016;                    North         East    Units  Estimated Accuracy
 BE3016;SPC FL N     -   121,810.      489,610.      MT  (+/- 180 meters Scaled)
 BE3016
 BE3016                          SUPERSEDED SURVEY CONTROL
 BE3016
 BE3016.No superseded survey control is available for this station.
 BE3016
 BE3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU305299(NAD 83)
 BE3016_MARKER: DJ = TIDAL STATION DISK
 BE3016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3016_SP_SET: COPPER-CLAD STEEL ROD
 BE3016_STAMPING: 9105 E 1976
 BE3016_MARK LOGO: NOS   
 BE3016_PROJECTION: PROJECTING 5 CENTIMETERS
 BE3016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3016_ROD/PIPE-DEPTH: 9.75 meters
 BE3016
 BE3016  HISTORY     - Date     Condition        Report By
 BE3016  HISTORY     - 1976     MONUMENTED       NOS
 BE3016  HISTORY     - 1984     GOOD             FLDNR
 BE3016  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE3016
 BE3016                          STATION DESCRIPTION
 BE3016
 BE3016'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3016'4.7 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3016'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3016'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 2.4
 BE3016'MILES WESTERLY ON SABRE DRIVE TO THE INTERSECTION OF FALCON STREET, GO
 BE3016'0.6 MILE SOUTHERLY ON FALCON STREET TO THE AIR FORCE BASE YACHT CLUB
 BE3016'AND THE MARK VICINITY.  THE MARK IS 0.1 MILE NORTHEAST OF THE MARINA,
 BE3016'113.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF FALCON STREET, AND 1.9
 BE3016'FEET WEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 BE3016
 BE3016                          STATION RECOVERY (1988)
 BE3016
 BE3016'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3029 ***********************************************************************
 BE3029  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3029  DESIGNATION -  872 9108 J TIDAL
 BE3029  PID         -  BE3029
 BE3029  STATE/COUNTY-  FL/BAY
 BE3029  USGS QUAD   -  PANAMA CITY (1982)
 BE3029
 BE3029                         *CURRENT SURVEY CONTROL
 BE3029  ___________________________________________________________________
 BE3029* NAD 83(1986)-  30 09 08.     (N)    085 39 52.     (W)     SCALED    
 BE3029* NAVD 88     -         2.105  (meters)       6.91   (feet)  ADJUSTED  
 BE3029  ___________________________________________________________________
 BE3029  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3029  DYNAMIC HT  -           2.103 (meters)       6.90  (feet)  COMP
 BE3029  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BE3029
 BE3029  VERT ORDER  -  SECOND    CLASS I
 BE3029
 BE3029.The horizontal coordinates were scaled from a topographic map and have
 BE3029.an estimated accuracy of +/- 6 seconds.
 BE3029
 BE3029.The orthometric height was determined by differential leveling
 BE3029.and adjusted by the National Geodetic Survey in June 1991..
 BE3029
 BE3029.This Tidal Bench Mark is designated as VM 783
 BE3029.by the Center for Operational Oceanographic Products and Services.
 BE3029
 BE3029.The geoid height was determined by GEOID03.
 BE3029
 BE3029.The dynamic height is computed by dividing the NAVD 88
 BE3029.geopotential number by the normal gravity value computed on the
 BE3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3029.degrees latitude (g = 980.6199 gals.).
 BE3029
 BE3029.The modeled gravity was interpolated from observed gravity values.
 BE3029
 BE3029;                    North         East    Units  Estimated Accuracy
 BE3029;SPC FL N     -   128,290.      487,830.      MT  (+/- 180 meters Scaled)
 BE3029
 BE3029                          SUPERSEDED SURVEY CONTROL
 BE3029
 BE3029.No superseded survey control is available for this station.
 BE3029
 BE3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU286364(NAD 83)
 BE3029_MARKER: DJ = TIDAL STATION DISK
 BE3029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3029_SP_SET: CONCRETE BULKHEAD
 BE3029_STAMPING: J 9108 1977
 BE3029_MARK LOGO: NOS   
 BE3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3029+STABILITY: SURFACE MOTION
 BE3029
 BE3029  HISTORY     - Date     Condition        Report By
 BE3029  HISTORY     - 1977     MONUMENTED       NOS
 BE3029  HISTORY     - 1984     GOOD             FLDNR
 BE3029  HISTORY     - 1990     POOR             USPSQD
 BE3029  HISTORY     - 19930614 GOOD             USPSQD
 BE3029  HISTORY     - 19990503 GOOD             USPSQD
 BE3029
 BE3029                          STATION DESCRIPTION
 BE3029
 BE3029'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3029'IN PANAMA CITY.
 BE3029'THE MARK IS AT THE PANAMA CITY WHARF AND MARINA AT THE SOUTH END OF
 BE3029'HARRISON AVENUE.  THE MARK BEARS 125.1 FEET SOUTHEAST OF THE NORTHWEST
 BE3029'CORNER OF THE T-PIER, 99.1 FEET SOUTHWEST OF BOAT SLIP 19, AND IS SET
 BE3029'IN THE TOP OF THE OUTERMOST BULKHEAD OF THE WHARF.
 BE3029'THE MARK IS 1 FT ABOVE PAVEMENT.
 BE3029
 BE3029                          STATION RECOVERY (1990)
 BE3029
 BE3029'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE3029'MARK RECOVERED IN POOR CONDITION.
 BE3029
 BE3029                          STATION RECOVERY (1993)
 BE3029
 BE3029'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3029'RECOVERED IN GOOD CONDITION.
 BE3029
 BE3029                          STATION RECOVERY (1999)
 BE3029
 BE3029'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3030 ***********************************************************************
 BE3030  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3030  DESIGNATION -  872 9108 K TIDAL
 BE3030  PID         -  BE3030
 BE3030  STATE/COUNTY-  FL/BAY
 BE3030  USGS QUAD   -  PANAMA CITY (1982)
 BE3030
 BE3030                         *CURRENT SURVEY CONTROL
 BE3030  ___________________________________________________________________
 BE3030* NAD 83(1986)-  30 09 08.     (N)    085 39 52.     (W)     SCALED    
 BE3030* NAVD 88     -         2.108  (meters)       6.92   (feet)  ADJUSTED  
 BE3030  ___________________________________________________________________
 BE3030  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3030  DYNAMIC HT  -           2.105 (meters)       6.91  (feet)  COMP
 BE3030  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BE3030
 BE3030  VERT ORDER  -  SECOND    CLASS I
 BE3030
 BE3030.The horizontal coordinates were scaled from a topographic map and have
 BE3030.an estimated accuracy of +/- 6 seconds.
 BE3030
 BE3030.The orthometric height was determined by differential leveling
 BE3030.and adjusted by the National Geodetic Survey in June 1991..
 BE3030
 BE3030.This Tidal Bench Mark is designated as VM 784
 BE3030.by the Center for Operational Oceanographic Products and Services.
 BE3030
 BE3030.The geoid height was determined by GEOID03.
 BE3030
 BE3030.The dynamic height is computed by dividing the NAVD 88
 BE3030.geopotential number by the normal gravity value computed on the
 BE3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3030.degrees latitude (g = 980.6199 gals.).
 BE3030
 BE3030.The modeled gravity was interpolated from observed gravity values.
 BE3030
 BE3030;                    North         East    Units  Estimated Accuracy
 BE3030;SPC FL N     -   128,290.      487,830.      MT  (+/- 180 meters Scaled)
 BE3030
 BE3030                          SUPERSEDED SURVEY CONTROL
 BE3030
 BE3030.No superseded survey control is available for this station.
 BE3030
 BE3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU286364(NAD 83)
 BE3030_MARKER: DJ = TIDAL STATION DISK
 BE3030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3030_SP_SET: CONCRETE BULKHEAD
 BE3030_STAMPING: K 9108 1977
 BE3030_MARK LOGO: NOS   
 BE3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3030+STABILITY: SURFACE MOTION
 BE3030
 BE3030  HISTORY     - Date     Condition        Report By
 BE3030  HISTORY     - 1977     MONUMENTED       NOS
 BE3030  HISTORY     - 1984     GOOD             FLDNR
 BE3030  HISTORY     - 1990     GOOD             USPSQD
 BE3030  HISTORY     - 19930614 GOOD             USPSQD
 BE3030  HISTORY     - 19990503 GOOD             USPSQD
 BE3030
 BE3030                          STATION DESCRIPTION
 BE3030
 BE3030'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3030'IN PANAMA CITY.
 BE3030'THE MARK IS AT THE PANAMA CITY WHARF AND MARINA AT THE SOUTH END OF
 BE3030'HARRISON AVENUE.  THE MARK BEARS 8 FEET NORTHEAST OF THE T-JUNCTION OF
 BE3030'THE WHARF, 13.2 FEET WEST OF A FIRE HYDRANT, AND 78.6 FEET NORTHWEST
 BE3030'OF THE NORTHWEST WALL OF THE FOUR WINDS RESTAURANT.
 BE3030'THE MARK IS 1 FT ABOVE PAVEMENT.
 BE3030
 BE3030                          STATION RECOVERY (1990)
 BE3030
 BE3030'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE3030'RECOVERED IN GOOD CONDITION.
 BE3030
 BE3030                          STATION RECOVERY (1993)
 BE3030
 BE3030'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3030'RECOVERED IN GOOD CONDITION.
 BE3030
 BE3030                          STATION RECOVERY (1999)
 BE3030
 BE3030'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3028 ***********************************************************************
 BE3028  CBN         -  This is a Cooperative Base Network Control Station.
 BE3028  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3028  DESIGNATION -  872 9108 L TIDAL
 BE3028  PID         -  BE3028
 BE3028  STATE/COUNTY-  FL/BAY
 BE3028  USGS QUAD   -  PANAMA CITY (1982)
 BE3028
 BE3028                         *CURRENT SURVEY CONTROL
 BE3028  ___________________________________________________________________
 BE3028* NAD 83(1999)-  30 09 09.10378(N)    085 39 48.98460(W)     ADJUSTED  
 BE3028* NAVD 88     -         2.773  (meters)       9.10   (feet)  ADJUSTED  
 BE3028  ___________________________________________________________________
 BE3028  X           -     417,360.775 (meters)                     COMP
 BE3028  Y           -  -5,503,960.018 (meters)                     COMP
 BE3028  Z           -   3,184,993.032 (meters)                     COMP
 BE3028  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BE3028  ELLIP HEIGHT-         -24.94  (meters)          (04/12/01) GPS OBS
 BE3028  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3028  DYNAMIC HT  -           2.769 (meters)       9.08  (feet)  COMP
 BE3028  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BE3028
 BE3028  HORZ ORDER  -  A
 BE3028  VERT ORDER  -  SECOND    CLASS I
 BE3028  ELLP ORDER  -  FOURTH    CLASS I
 BE3028
 BE3028.The horizontal coordinates were established by GPS observations
 BE3028.and adjusted by the National Geodetic Survey in April 2001..
 BE3028
 BE3028.The orthometric height was determined by differential leveling
 BE3028.and adjusted by the National Geodetic Survey in June 1991..
 BE3028.WARNING-GPS observations at this control monument resulted in a GPS
 BE3028.derived orthometric height which differed from the leveled height by
 BE3028.more than one decimeter (0.1 meter).
 BE3028
 BE3028.This Tidal Bench Mark is designated as VM 778
 BE3028.by the Center for Operational Oceanographic Products and Services.
 BE3028
 BE3028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3028
 BE3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3028
 BE3028.The ellipsoidal height was determined by GPS observations
 BE3028.and is referenced to NAD 83.
 BE3028
 BE3028.The geoid height was determined by GEOID03.
 BE3028
 BE3028.The dynamic height is computed by dividing the NAVD 88
 BE3028.geopotential number by the normal gravity value computed on the
 BE3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3028.degrees latitude (g = 980.6199 gals.).
 BE3028
 BE3028.The modeled gravity was interpolated from observed gravity values.
 BE3028
 BE3028;                    North         East     Units Scale Factor Converg.
 BE3028;SPC FL N     -   128,326.748   487,907.718   MT  0.99994847   -0 35 05.1
 BE3028;SPC FL N     -   421,018.67  1,600,743.90   sFT  0.99994847   -0 35 05.1
 BE3028;UTM  16      - 3,336,440.989   628,700.288   MT  0.99980435   +0 40 16.9
 BE3028
 BE3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3028!SPC FL N     -   1.00000392  x   0.99994847  =   0.99995239
 BE3028!UTM  16      -   1.00000392  x   0.99980435  =   0.99980827
 BE3028
 BE3028                          SUPERSEDED SURVEY CONTROL
 BE3028
 BE3028  NAD 83(1990)-  30 09 09.10361(N)    085 39 48.98371(W) AD(       ) B
 BE3028  ELLIP H (09/13/90)  -24.78   (m)                       GP(       ) 4 1
 BE3028  NAVD 88 (05/07/92)    2.77   (m)            9.1    (f) LEVELING    3  
 BE3028  NGVD 29 (09/13/90)    2.92   (m)            9.6    (f) LEVELING    3  
 BE3028
 BE3028.Superseded values are not recommended for survey control.
 BE3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3028.See file dsdata.txt to determine how the superseded data were derived.
 BE3028
 BE3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2870036441(NAD 83)
 BE3028_MARKER: DJ = TIDAL STATION DISK
 BE3028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3028_SP_SET: COPPER-CLAD STEEL ROD
 BE3028_STAMPING: L 9108 1977
 BE3028_MARK LOGO: NOS   
 BE3028_PROJECTION: PROJECTING 5 CENTIMETERS
 BE3028_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3028+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 BE3028_ROD/PIPE-DEPTH: 14.3 meters
 BE3028
 BE3028  HISTORY     - Date     Condition        Report By
 BE3028  HISTORY     - 1977     MONUMENTED       NOS
 BE3028  HISTORY     - 1984     GOOD             FLDNR
 BE3028  HISTORY     - 1988     GOOD             NGS
 BE3028  HISTORY     - 19890322 GOOD
 BE3028  HISTORY     - 1990     GOOD             USPSQD
 BE3028  HISTORY     - 19910325 GOOD             HEIDT
 BE3028  HISTORY     - 19930128 GOOD             NOS
 BE3028  HISTORY     - 19930210 GOOD             NGS
 BE3028  HISTORY     - 19950707 GOOD             BDE
 BE3028  HISTORY     - 19990405 GOOD             BDE
 BE3028
 BE3028                          STATION DESCRIPTION
 BE3028
 BE3028'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3028'IN PANAMA CITY.
 BE3028'THE MARK IS AT THE PANAMA CITY WHARF AND MARINA AT THE SOUTH END OF
 BE3028'HARRISON AVENUE.  THE MARK BEARS WEST OF, AND ACROSS THE WHARF EXIT
 BE3028'ROAD FROM, THE CIVIC AUDITORIUM, 54.1 FEET SOUTHWEST OF THE FLAGPOLE
 BE3028'IN THE ROAD MEDIAN, 16.2 FEET EAST-SOUTHEAST OF THE SOUTHERNMOST WATER
 BE3028'FOUNTAIN, AND AT THE NORTHEAST EDGE OF A HEDGEROW.
 BE3028
 BE3028                          STATION RECOVERY (1988)
 BE3028
 BE3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BE3028'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF PANAMA CITY, IN A
 BE3028'SMALL PARK BETWEEN THE CITY HALL AND CIVIC CENTER, NEAR THE SOUTHWEST
 BE3028'ONE OF TWO WATER FOUNTAINS.  OWNERSHIP--CITY OF PANAMA CITY, P.O. BOX
 BE3028'1880, PANAMA CITY FL 32402, JAMES SOUTHALL - DIRECTOR OF ENGINEERING
 BE3028'SERVICES, PHONE 904-763-6641, EXTENSION 211.
 BE3028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 98 (E. 15TH ST)
 BE3028'AND HARRISON AVE (U.S. HIGHWAY 231, STATE HIGHWAY 391) IN PANAMA CITY,
 BE3028'GO SOUTH FOR 2.17 KM (1.35 MI) ON HARRISON AVE TO A CROSS STREET, 4TH
 BE3028'ST.  BEAR RIGHT AND GO SOUTHWEST FOR 0.32 KM (0.20 MI) ON HARRISON AVE
 BE3028'TO A CROSS STREET, GOVERNMENT ST.  BEAR RIGHT AND GO SOUTHWEST FOR
 BE3028'0.16 KM (0.10 MI) ON THE STREET TO THE SOUTHWEST END OF PARK.  TURN
 BE3028'LEFT AND GO SOUTHEAST FOR ABOUT 30 M (98.4 FT), TURN LEFT AND GO
 BE3028'NORTHWEST FOR ABOUT 60 M (196.8 FT) ON THE STREET TO THE STATION ON
 BE3028'LEFT.
 BE3028'THE STATION PROJECTS 5 CM ABOVE GROUND.  LOCATED 45.42 M (149.0 FT)
 BE3028'WEST-NORTHWEST FROM THE CENTER COLUMN OF THE CIVIC CENTER, 16.46 M
 BE3028'(54.0 FT) SOUTH-SOUTHWEST FROM THE SOUTH CORNER OF FLAGPOLE BASE, 9.97
 BE3028'M (32.7 FT) SOUTHWEST FROM A METAL LIGHT POLE, 5.55 M (18.2 FT) SOUTH
 BE3028'FROM THE CENTER OF A ROUND MANHOLE COVER 80 CM IN DIAMETER, 4.88 M
 BE3028'(16.0 FT) EAST-SOUTHEAST FROM THE SOUTHEASTERNMOST EDGE OF WATER
 BE3028'FOUNTAIN AND 4.33 M (14.2 FT) NORTHWEST FROM THE NORTHWEST CURB OF
 BE3028'STREET.
 BE3028'DESCRIBED BY D.F. CALLAHAN.
 BE3028
 BE3028                          STATION RECOVERY (1989)
 BE3028
 BE3028'RECOVERED 1989
 BE3028'RECOVERED IN GOOD CONDITION.
 BE3028
 BE3028                          STATION RECOVERY (1990)
 BE3028
 BE3028'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE3028'RECOVERED IN GOOD CONDITION.
 BE3028
 BE3028                          STATION RECOVERY (1991)
 BE3028
 BE3028'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991
 BE3028'THE TO REACH WAS ADEQUATE. THE MONUMENT WAS FOUND IN GOOD CONDITION.
 BE3028
 BE3028                          STATION RECOVERY (1993)
 BE3028
 BE3028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 BE3028'RECOVERED AS DESCRIBED IN 1988 BY D.F. CALLAHAN.
 BE3028
 BE3028                          STATION RECOVERY (1993)
 BE3028
 BE3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BE3028'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF PANAMA CITY, IN A
 BE3028'SMALL PARK BETWEEN THE CITY HALL AND CIVIC CENTER, NEAR THE SOUTHWEST
 BE3028'ONE OF TWO WATER FOUNTAINS.  OWNERSHIP--CITY OF PANAMA CITY, P.O. BOX
 BE3028'1880, PANAMA CITY FL 32402, JAMES SOUTHALL - DIRECTOR OF ENGINEERING
 BE3028'SERVICES, PHONE 904-763-6641, EXTENSION 211.
 BE3028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 98 (E. 15TH ST)
 BE3028'AND HARRISON AVE (U.S. HIGHWAY 231, STATE HIGHWAY 391) IN PANAMA CITY,
 BE3028'GO SOUTH FOR 2.17 KM (1.35 MI) ON HARRISON AVE TO A CROSS STREET, 4TH
 BE3028'ST.  BEAR RIGHT AND GO SOUTHWEST FOR 0.32 KM (0.20 MI) ON HARRISON
 BE3028'AVE TO A CROSS STREET, GOVERNMENT ST.  BEAR RIGHT AND GO SOUTHWEST
 BE3028'FOR 0.16 KM (0.10 MI) ON THE STREET TO THE SOUTHWEST END OF PARK.
 BE3028'TURN LEFT AND GO SOUTHEAST FOR ABOUT 30 M (98.4 FT) , TURN LEFT AND
 BE3028'GO NORTHWEST FOR ABOUT 60 M (196.8 FT) ON THE STREET TO THE STATION
 BE3028'ON LEFT.
 BE3028'THE STATION PROJECTS 5 CM ABOVE GROUND.  LOCATED 45.42 M (149.02 FT)
 BE3028'WEST-NORTHWEST FROM THE CENTER COLUMN OF THE CIVIC CENTER, 16.46 M
 BE3028'(54.00 FT) SOUTH-SOUTHWEST FROM THE SOUTH CORNER OF FLAGPOLE BASE,
 BE3028'9.97 M (32.71 FT) SOUTHWEST FROM A METAL LIGHT POLE, 5.55 M
 BE3028'(18.21 FT) SOUTH FROM THE CENTER OF A ROUND MANHOLE COVER 80 CM IN
 BE3028'DIAMETER, 4.88 M (16.01 FT) EAST-SOUTHEAST FROM THE SOUTHEASTERNMOST
 BE3028'EDGE OF WATER FOUNTAIN AND 4.33 M (14.21 FT) NORTHWEST FROM THE
 BE3028'NORTHWEST CURB OF STREET.
 BE3028
 BE3028                          STATION RECOVERY (1995)
 BE3028
 BE3028'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 BE3028'RECOVERED AS DESCRIBED.
 BE3028
 BE3028                          STATION RECOVERY (1999)
 BE3028
 BE3028'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1999
 BE3028'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1321 ***********************************************************************
 BE1321  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1321  DESIGNATION -  872 9108 TIDAL 4
 BE1321  PID         -  BE1321
 BE1321  STATE/COUNTY-  FL/BAY
 BE1321  USGS QUAD   -  PANAMA CITY (1982)
 BE1321
 BE1321                         *CURRENT SURVEY CONTROL
 BE1321  ___________________________________________________________________
 BE1321* NAD 83(1986)-  30 09 08.     (N)    085 39 52.     (W)     SCALED    
 BE1321* NAVD 88     -         2.091  (meters)       6.86   (feet)  ADJUSTED  
 BE1321  ___________________________________________________________________
 BE1321  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE1321  DYNAMIC HT  -           2.088 (meters)       6.85  (feet)  COMP
 BE1321  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BE1321
 BE1321  VERT ORDER  -  SECOND    CLASS I
 BE1321
 BE1321.The horizontal coordinates were scaled from a topographic map and have
 BE1321.an estimated accuracy of +/- 6 seconds.
 BE1321
 BE1321.The orthometric height was determined by differential leveling
 BE1321.and adjusted by the National Geodetic Survey in June 1991..
 BE1321
 BE1321.This Tidal Bench Mark is designated as VM 782
 BE1321.by the Center for Operational Oceanographic Products and Services.
 BE1321
 BE1321.The geoid height was determined by GEOID03.
 BE1321
 BE1321.The dynamic height is computed by dividing the NAVD 88
 BE1321.geopotential number by the normal gravity value computed on the
 BE1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1321.degrees latitude (g = 980.6199 gals.).
 BE1321
 BE1321.The modeled gravity was interpolated from observed gravity values.
 BE1321
 BE1321;                    North         East    Units  Estimated Accuracy
 BE1321;SPC FL N     -   128,290.      487,830.      MT  (+/- 180 meters Scaled)
 BE1321
 BE1321                          SUPERSEDED SURVEY CONTROL
 BE1321
 BE1321.No superseded survey control is available for this station.
 BE1321
 BE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU286364(NAD 83)
 BE1321_MARKER: DB = BENCH MARK DISK
 BE1321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1321_STAMPING: 4 1973
 BE1321_MARK LOGO: NOS   
 BE1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1321+STABILITY: SURFACE MOTION
 BE1321
 BE1321  HISTORY     - Date     Condition        Report By
 BE1321  HISTORY     - 1973     MONUMENTED       NOS
 BE1321  HISTORY     - 1976     GOOD             NGS
 BE1321  HISTORY     - 1984     GOOD             FLDNR
 BE1321  HISTORY     - 1990     GOOD             USPSQD
 BE1321  HISTORY     - 19930614 GOOD             USPSQD
 BE1321  HISTORY     - 19990503 GOOD             USPSQD
 BE1321
 BE1321                          STATION DESCRIPTION
 BE1321
 BE1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BE1321'IN PANAMA CITY.
 BE1321'THE BENCH MARK IS LOCATED ON THE EAST MUNCIPAL WHARF OF PANAMA CITY.
 BE1321'SET FLUSH IN THE TOP OF THE CONCRETE BULKHEAD AT THE SE INSIDE CORNER
 BE1321'OF THE WHARF T.  IN THE CENTER OF THE CORNER OF THE 2 FEET THICK
 BE1321'BULKHEAD.  1 FOOT WEST OF THE WEST CORNER OF THE CORNER OF THE MARINA
 BE1321'BUILDING.  3 INCHES ABOVE THE SIDEWALK.  NOTE-- 7.66 FEET ABOVE MLW.
 BE1321
 BE1321                          STATION RECOVERY (1984)
 BE1321
 BE1321'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1321'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS UNDER THE EAVE OF THE
 BE1321'BAIT AND TACKLE SHOP AND IT IS NOT POSSIBLE TO PUT A TALL ROD ON IT.
 BE1321
 BE1321                          STATION RECOVERY (1990)
 BE1321
 BE1321'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE1321'RECOVERED IN GOOD CONDITION.
 BE1321
 BE1321                          STATION RECOVERY (1993)
 BE1321
 BE1321'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE1321'RECOVERED IN GOOD CONDITION.
 BE1321
 BE1321                          STATION RECOVERY (1999)
 BE1321
 BE1321'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3026 ***********************************************************************
 BE3026  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3026  DESIGNATION -  872 9117 A TIDAL
 BE3026  PID         -  BE3026
 BE3026  STATE/COUNTY-  FL/BAY
 BE3026  USGS QUAD   -  BEACON BEACH (1994)
 BE3026
 BE3026                         *CURRENT SURVEY CONTROL
 BE3026  ___________________________________________________________________
 BE3026* NAD 83(1986)-  30 06 51.     (N)    085 40 48.     (W)     SCALED    
 BE3026* NAVD 88     -         1.041  (meters)       3.42   (feet)  ADJUSTED  
 BE3026  ___________________________________________________________________
 BE3026  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3026  DYNAMIC HT  -           1.039 (meters)       3.41  (feet)  COMP
 BE3026  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 BE3026
 BE3026  VERT ORDER  -  SECOND    CLASS I
 BE3026
 BE3026.The horizontal coordinates were scaled from a topographic map and have
 BE3026.an estimated accuracy of +/- 6 seconds.
 BE3026
 BE3026.The orthometric height was determined by differential leveling
 BE3026.and adjusted by the National Geodetic Survey in June 1991..
 BE3026
 BE3026.This Tidal Bench Mark is designated as VM 10006
 BE3026.by the Center for Operational Oceanographic Products and Services.
 BE3026
 BE3026.The geoid height was determined by GEOID03.
 BE3026
 BE3026.The dynamic height is computed by dividing the NAVD 88
 BE3026.geopotential number by the normal gravity value computed on the
 BE3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3026.degrees latitude (g = 980.6199 gals.).
 BE3026
 BE3026.The modeled gravity was interpolated from observed gravity values.
 BE3026
 BE3026;                    North         East    Units  Estimated Accuracy
 BE3026;SPC FL N     -   124,090.      486,290.      MT  (+/- 180 meters Scaled)
 BE3026
 BE3026                          SUPERSEDED SURVEY CONTROL
 BE3026
 BE3026.No superseded survey control is available for this station.
 BE3026
 BE3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU271321(NAD 83)
 BE3026_MARKER: DJ = TIDAL STATION DISK
 BE3026_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE3026+WITH SETTING: PAVEMENT
 BE3026_SP_SET: CONCRETE PAD
 BE3026_STAMPING: 9117 A 1976
 BE3026_MARK LOGO: NOS   
 BE3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3026+STABILITY: SURFACE MOTION
 BE3026
 BE3026  HISTORY     - Date     Condition        Report By
 BE3026  HISTORY     - 1976     MONUMENTED       NOS
 BE3026  HISTORY     - 1984     GOOD             FLDNR
 BE3026  HISTORY     - 1988     GOOD             USPSQD
 BE3026  HISTORY     - 19940411 GOOD             USPSQD
 BE3026  HISTORY     - 19990503 GOOD             USPSQD
 BE3026
 BE3026                          STATION DESCRIPTION
 BE3026
 BE3026'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3026'6.8 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3026'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3026'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 5.1
 BE3026'MILES WEST ON SABRE DRIVE TO THE AIR FORCE BASE COUNTRY CLUB AND THE
 BE3026'MARK VICINITY.  THE MARK IS BEHIND THE CLUBHOUSE, 223 FEET SOUTH OF
 BE3026'THE WEST CORNER OF THE CLUBHOUSE, 40.9 FEET NORTH OF A PIER, 49 FEET
 BE3026'NORTH OF THE SHORELINE, AND 1.5 FEET NORTH OF THE SOUTH CORNER OF THE
 BE3026'CONCRETE PAD.
 BE3026
 BE3026                          STATION RECOVERY (1988)
 BE3026
 BE3026'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3026'RECOVERED IN GOOD CONDITION.
 BE3026
 BE3026                          STATION RECOVERY (1994)
 BE3026
 BE3026'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3026'RECOVERED IN GOOD CONDITION.
 BE3026
 BE3026                          STATION RECOVERY (1999)
 BE3026
 BE3026'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3025 ***********************************************************************
 BE3025  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3025  DESIGNATION -  872 9117 B TIDAL
 BE3025  PID         -  BE3025
 BE3025  STATE/COUNTY-  FL/BAY
 BE3025  USGS QUAD   -  BEACON BEACH (1994)
 BE3025
 BE3025                         *CURRENT SURVEY CONTROL
 BE3025  ___________________________________________________________________
 BE3025* NAD 83(1986)-  30 06 54.     (N)    085 40 45.     (W)     SCALED    
 BE3025* NAVD 88     -         4.782  (meters)      15.69   (feet)  ADJUSTED  
 BE3025  ___________________________________________________________________
 BE3025  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3025  DYNAMIC HT  -           4.775 (meters)      15.67  (feet)  COMP
 BE3025  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 BE3025
 BE3025  VERT ORDER  -  SECOND    CLASS I
 BE3025
 BE3025.The horizontal coordinates were scaled from a topographic map and have
 BE3025.an estimated accuracy of +/- 6 seconds.
 BE3025
 BE3025.The orthometric height was determined by differential leveling
 BE3025.and adjusted by the National Geodetic Survey in June 1991..
 BE3025
 BE3025.This Tidal Bench Mark is designated as VM 10007
 BE3025.by the Center for Operational Oceanographic Products and Services.
 BE3025
 BE3025.The geoid height was determined by GEOID03.
 BE3025
 BE3025.The dynamic height is computed by dividing the NAVD 88
 BE3025.geopotential number by the normal gravity value computed on the
 BE3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3025.degrees latitude (g = 980.6199 gals.).
 BE3025
 BE3025.The modeled gravity was interpolated from observed gravity values.
 BE3025
 BE3025;                    North         East    Units  Estimated Accuracy
 BE3025;SPC FL N     -   124,180.      486,370.      MT  (+/- 180 meters Scaled)
 BE3025
 BE3025                          SUPERSEDED SURVEY CONTROL
 BE3025
 BE3025.No superseded survey control is available for this station.
 BE3025
 BE3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU272322(NAD 83)
 BE3025_MARKER: DJ = TIDAL STATION DISK
 BE3025_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE3025+WITH SETTING: PAVEMENT
 BE3025_SP_SET: CONCRETE PAD
 BE3025_STAMPING: 9117 B 1976
 BE3025_MARK LOGO: NOS   
 BE3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3025+STABILITY: SURFACE MOTION
 BE3025
 BE3025  HISTORY     - Date     Condition        Report By
 BE3025  HISTORY     - 1976     MONUMENTED       NOS
 BE3025  HISTORY     - 1984     GOOD             FLDNR
 BE3025  HISTORY     - 1988     GOOD             USPSQD
 BE3025  HISTORY     - 19940411 GOOD             USPSQD
 BE3025  HISTORY     - 19990503 MARK NOT FOUND   USPSQD
 BE3025
 BE3025                          STATION DESCRIPTION
 BE3025
 BE3025'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3025'6.8 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3025'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3025'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 5.1
 BE3025'MILES WEST ON SABRE DRIVE TO THE AIR FORCE BASE COUNTRY CLUB AND THE
 BE3025'MARK VICINITY.  THE MARK IS SET IN AN AIR CONDITIONER PAD ON THE
 BE3025'NORTHWEST SIDE OF THE CLUBHOUSE, 1.2 FEET WEST OF THE AIR CONDITIONER,
 BE3025'9 FEET NORTHWEST OF THE WALL OF THE CLUBHOUSE, AND 36.7 FEET SOUTHWEST
 BE3025'OF THE NORTH CORNER OF THE CLUBHOUSE.
 BE3025
 BE3025                          STATION RECOVERY (1988)
 BE3025
 BE3025'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3025'RECOVERED IN GOOD CONDITION.
 BE3025
 BE3025                          STATION RECOVERY (1994)
 BE3025
 BE3025'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3025'RECOVERED IN GOOD CONDITION.
 BE3025
 BE3025                          STATION RECOVERY (1999)
 BE3025
 BE3025'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3024 ***********************************************************************
 BE3024  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3024  DESIGNATION -  872 9117 C TIDAL
 BE3024  PID         -  BE3024
 BE3024  STATE/COUNTY-  FL/BAY
 BE3024  USGS QUAD   -  BEACON BEACH (1994)
 BE3024
 BE3024                         *CURRENT SURVEY CONTROL
 BE3024  ___________________________________________________________________
 BE3024* NAD 83(1986)-  30 06 54.     (N)    085 40 45.     (W)     SCALED    
 BE3024* NAVD 88     -         4.966  (meters)      16.29   (feet)  ADJUSTED  
 BE3024  ___________________________________________________________________
 BE3024  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3024  DYNAMIC HT  -           4.960 (meters)      16.27  (feet)  COMP
 BE3024  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 BE3024
 BE3024  VERT ORDER  -  SECOND    CLASS I
 BE3024
 BE3024.The horizontal coordinates were scaled from a topographic map and have
 BE3024.an estimated accuracy of +/- 6 seconds.
 BE3024
 BE3024.The orthometric height was determined by differential leveling
 BE3024.and adjusted by the National Geodetic Survey in June 1991..
 BE3024
 BE3024.This Tidal Bench Mark is designated as VM 10008
 BE3024.by the Center for Operational Oceanographic Products and Services.
 BE3024
 BE3024.The geoid height was determined by GEOID03.
 BE3024
 BE3024.The dynamic height is computed by dividing the NAVD 88
 BE3024.geopotential number by the normal gravity value computed on the
 BE3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3024.degrees latitude (g = 980.6199 gals.).
 BE3024
 BE3024.The modeled gravity was interpolated from observed gravity values.
 BE3024
 BE3024;                    North         East    Units  Estimated Accuracy
 BE3024;SPC FL N     -   124,180.      486,370.      MT  (+/- 180 meters Scaled)
 BE3024
 BE3024                          SUPERSEDED SURVEY CONTROL
 BE3024
 BE3024.No superseded survey control is available for this station.
 BE3024
 BE3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU272322(NAD 83)
 BE3024_MARKER: DJ = TIDAL STATION DISK
 BE3024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3024_SP_SET: COPPER-CLAD STEEL ROD
 BE3024_STAMPING: 9117 C 1976
 BE3024_MARK LOGO: NOS   
 BE3024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3024
 BE3024  HISTORY     - Date     Condition        Report By
 BE3024  HISTORY     - 1976     MONUMENTED       NOS
 BE3024  HISTORY     - 1984     GOOD             FLDNR
 BE3024  HISTORY     - 1988     GOOD             USPSQD
 BE3024  HISTORY     - 19940411 GOOD             USPSQD
 BE3024  HISTORY     - 19990503 MARK NOT FOUND   USPSQD
 BE3024
 BE3024                          STATION DESCRIPTION
 BE3024
 BE3024'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3024'6.8 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3024'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3024'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 5.1
 BE3024'MILES WEST ON SABRE DRIVE TO THE AIR FORCE BASE COUNTRY CLUB AND THE
 BE3024'MARK VICINITY.  THE MARK BEARS 185 FEET NORTHEAST OF THE NORTHEAST
 BE3024'WALL OF THE CLUBHOUSE, 23.7 FEET NORTHWEST OF THE CENTERLINE OF THE
 BE3024'EXIT DRIVE, AND 1.3 FEET SOUTH OF A POWER POLE WITH A WITNESS SIGN
 BE3024'ATTACHED, AND SET ON THE TOP OF A COPPER-CLAD STEEL ROD.
 BE3024
 BE3024                          STATION RECOVERY (1988)
 BE3024
 BE3024'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3024'RECOVERED IN GOOD CONDITION.
 BE3024
 BE3024                          STATION RECOVERY (1994)
 BE3024
 BE3024'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3024'RECOVERED IN GOOD CONDITION.
 BE3024
 BE3024                          STATION RECOVERY (1999)
 BE3024
 BE3024'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3023 ***********************************************************************
 BE3023  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3023  DESIGNATION -  872 9117 D TIDAL
 BE3023  PID         -  BE3023
 BE3023  STATE/COUNTY-  FL/BAY
 BE3023  USGS QUAD   -  BEACON BEACH (1994)
 BE3023
 BE3023                         *CURRENT SURVEY CONTROL
 BE3023  ___________________________________________________________________
 BE3023* NAD 83(1986)-  30 06 54.     (N)    085 40 42.     (W)     SCALED    
 BE3023* NAVD 88     -         4.000  (meters)      13.12   (feet)  ADJUSTED  
 BE3023  ___________________________________________________________________
 BE3023  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3023  DYNAMIC HT  -           3.994 (meters)      13.10  (feet)  COMP
 BE3023  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 BE3023
 BE3023  VERT ORDER  -  SECOND    CLASS I
 BE3023
 BE3023.The horizontal coordinates were scaled from a topographic map and have
 BE3023.an estimated accuracy of +/- 6 seconds.
 BE3023
 BE3023.The orthometric height was determined by differential leveling
 BE3023.and adjusted by the National Geodetic Survey in June 1991..
 BE3023
 BE3023.This Tidal Bench Mark is designated as VM 10009
 BE3023.by the Center for Operational Oceanographic Products and Services.
 BE3023
 BE3023.The geoid height was determined by GEOID03.
 BE3023
 BE3023.The dynamic height is computed by dividing the NAVD 88
 BE3023.geopotential number by the normal gravity value computed on the
 BE3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3023.degrees latitude (g = 980.6199 gals.).
 BE3023
 BE3023.The modeled gravity was interpolated from observed gravity values.
 BE3023
 BE3023;                    North         East    Units  Estimated Accuracy
 BE3023;SPC FL N     -   124,180.      486,450.      MT  (+/- 180 meters Scaled)
 BE3023
 BE3023                          SUPERSEDED SURVEY CONTROL
 BE3023
 BE3023.No superseded survey control is available for this station.
 BE3023
 BE3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU273322(NAD 83)
 BE3023_MARKER: DJ = TIDAL STATION DISK
 BE3023_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3023_SP_SET: COPPER-CLAD STEEL ROD
 BE3023_STAMPING: 9117 D 1976
 BE3023_MARK LOGO: NOS   
 BE3023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3023
 BE3023  HISTORY     - Date     Condition        Report By
 BE3023  HISTORY     - 1976     MONUMENTED       NOS
 BE3023  HISTORY     - 1984     GOOD             FLDNR
 BE3023  HISTORY     - 1988     GOOD             USPSQD
 BE3023  HISTORY     - 19940411 GOOD             USPSQD
 BE3023  HISTORY     - 19990503 GOOD             USPSQD
 BE3023
 BE3023                          STATION DESCRIPTION
 BE3023
 BE3023'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3023'6.8 MI WNW FROM TYNDALL AIR FORCE BASE.
 BE3023'BEGIN AT THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, GO 1.7 MILES
 BE3023'NORTHWEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF SABRE DRIVE, GO 5.1
 BE3023'MILES WEST ON SABRE DRIVE TO THE AIR FORCE BASE COUNTRY CLUB AND THE
 BE3023'MARK VICINITY.  THE MARK BEARS 17.2 FEET NORTHEAST OF THE CENTERLINE
 BE3023'OF SABRE DRIVE, 200 FEET EAST OF THE ENTRANCE TO THE CLUBHOUSE PARKING
 BE3023'LOT, AND 1.6 FEET NORTHWEST OF A POWER POLE WITH A WITNESS SIGN
 BE3023'ATTACHED, AND SET ON THE TOP OF A COPPER-CLAD STEEL ROD.
 BE3023
 BE3023                          STATION RECOVERY (1988)
 BE3023
 BE3023'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE3023'RECOVERED IN GOOD CONDITION.
 BE3023
 BE3023                          STATION RECOVERY (1994)
 BE3023
 BE3023'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE3023'RECOVERED IN GOOD CONDITION.
 BE3023
 BE3023                          STATION RECOVERY (1999)
 BE3023
 BE3023'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3215 ***********************************************************************
 AI3215  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3215  DESIGNATION -  872 9136 A TIDAL
 AI3215  PID         -  AI3215
 AI3215  STATE/COUNTY-  FL/BAY
 AI3215  USGS QUAD   -  PANAMA CITY (1982)
 AI3215
 AI3215                         *CURRENT SURVEY CONTROL
 AI3215  ___________________________________________________________________
 AI3215* NAD 83(1986)-  30 07 31.     (N)    085 43 50.     (W)     SCALED    
 AI3215* NAVD 88     -         3.613  (meters)      11.85   (feet)  ADJUSTED  
 AI3215  ___________________________________________________________________
 AI3215  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AI3215  DYNAMIC HT  -           3.609 (meters)      11.84  (feet)  COMP
 AI3215  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 AI3215
 AI3215  VERT ORDER  -  SECOND    CLASS I
 AI3215
 AI3215.The horizontal coordinates were scaled from a topographic map and have
 AI3215.an estimated accuracy of +/- 6 seconds.
 AI3215
 AI3215.The orthometric height was determined by differential leveling
 AI3215.and adjusted by the National Geodetic Survey in May 2001..
 AI3215.No vertical observational check was made to the station.
 AI3215
 AI3215.This Tidal Bench Mark is designated as VM 12492
 AI3215.by the Center for Operational Oceanographic Products and Services.
 AI3215
 AI3215.The geoid height was determined by GEOID03.
 AI3215
 AI3215.The dynamic height is computed by dividing the NAVD 88
 AI3215.geopotential number by the normal gravity value computed on the
 AI3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3215.degrees latitude (g = 980.6199 gals.).
 AI3215
 AI3215.The modeled gravity was interpolated from observed gravity values.
 AI3215
 AI3215;                    North         East    Units  Estimated Accuracy
 AI3215;SPC FL N     -   125,370.      481,430.      MT  (+/- 180 meters Scaled)
 AI3215
 AI3215                          SUPERSEDED SURVEY CONTROL
 AI3215
 AI3215.No superseded survey control is available for this station.
 AI3215
 AI3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU222333(NAD 83)
 AI3215_MARKER: F = FLANGE-ENCASED ROD
 AI3215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI3215_STAMPING: 9136 A 1991
 AI3215_MARK LOGO: NOS   
 AI3215_PROJECTION: FLUSH
 AI3215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3215_ROD/PIPE-DEPTH: 24.4 meters
 AI3215
 AI3215  HISTORY     - Date     Condition        Report By
 AI3215  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3215
 AI3215                          STATION DESCRIPTION
 AI3215
 AI3215'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3215'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3215'BRIDGE OVER ST. ANDREWS BAY IN SECTION 22, T 4 S, R 15 W. TO REACH THE
 AI3215'MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 AI3215'WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF THOMAS
 AI3215'DRIVE (COUNTY ROAD 3031) ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS
 AI3215'DRIVE (COUNTY ROAD 3031) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 AI3215'ROAD 392, TURN LEFT AND GO EAST ON COUNTY ROAD 392 FOR 0.5 MI (0.8 KM)
 AI3215'TO A GATE AT THE ENTRANCE TO THE ST. ANDREWS STATE PARK, CONTINUE
 AI3215'NORTHEASTERLY THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO THE RANGER
 AI3215'STATION, CONTINUE NORTHEASTERLY PASSED THE RANGER STATION FOR 0.80 MI
 AI3215'(1.29 KM) TO A FOUR WAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST FOR
 AI3215'0.4 MI (0.6 KM) TO THE JETTIES PICNIC AREA, TURN LEFT AND GO
 AI3215'SOUTHEASTERLY FOR 0.05 MI (0.08 KM) TURN LEFT AND GO NORTHEASTERLY FOR
 AI3215'0.15 MI (0.24 KM) TO THE NORTHEAST END OF THE OUTER EDGE OF THE
 AI3215'ASPHALT SURFACE AND THE MARK ON THE LEFT. LOCATED 44.5 FT (13.6 M)
 AI3215'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHERN MOST PAVILION, 5.5
 AI3215'FT (1.7 M) NORTHEAST OF THE OUTER EDGE OF THE NORTHEAST CORNER OF THE
 AI3215'ASPHALT PARKING AREA AND 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE
 AI3215'WITNESS POST.  NOTE--ACCESS TO DUTUM POINT IS HAD THROUGH A 5-INCH
 AI3215'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3216 ***********************************************************************
 AI3216  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3216  DESIGNATION -  872 9136 B TIDAL
 AI3216  PID         -  AI3216
 AI3216  STATE/COUNTY-  FL/BAY
 AI3216  USGS QUAD   -  BEACON BEACH (1994)
 AI3216
 AI3216                         *CURRENT SURVEY CONTROL
 AI3216  ___________________________________________________________________
 AI3216* NAD 83(1986)-  30 07 27.     (N)    085 44 00.     (W)     SCALED    
 AI3216* NAVD 88     -         5.776  (meters)      18.95   (feet)  ADJUSTED  
 AI3216  ___________________________________________________________________
 AI3216  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AI3216  DYNAMIC HT  -           5.768 (meters)      18.92  (feet)  COMP
 AI3216  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 AI3216
 AI3216  VERT ORDER  -  SECOND    CLASS I
 AI3216
 AI3216.The horizontal coordinates were scaled from a topographic map and have
 AI3216.an estimated accuracy of +/- 6 seconds.
 AI3216
 AI3216.The orthometric height was determined by differential leveling
 AI3216.and adjusted by the National Geodetic Survey in May 2001..
 AI3216.No vertical observational check was made to the station.
 AI3216
 AI3216.This Tidal Bench Mark is designated as VM 12493
 AI3216.by the Center for Operational Oceanographic Products and Services.
 AI3216
 AI3216.The geoid height was determined by GEOID03.
 AI3216
 AI3216.The dynamic height is computed by dividing the NAVD 88
 AI3216.geopotential number by the normal gravity value computed on the
 AI3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3216.degrees latitude (g = 980.6199 gals.).
 AI3216
 AI3216.The modeled gravity was interpolated from observed gravity values.
 AI3216
 AI3216;                    North         East    Units  Estimated Accuracy
 AI3216;SPC FL N     -   125,250.      481,160.      MT  (+/- 180 meters Scaled)
 AI3216
 AI3216                          SUPERSEDED SURVEY CONTROL
 AI3216
 AI3216.No superseded survey control is available for this station.
 AI3216
 AI3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU220332(NAD 83)
 AI3216_MARKER: DJ = TIDAL STATION DISK
 AI3216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI3216_SP_SET: SLAB
 AI3216_STAMPING: 9136 B 1991
 AI3216_MARK LOGO: NOS   
 AI3216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3216
 AI3216  HISTORY     - Date     Condition        Report By
 AI3216  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3216
 AI3216                          STATION DESCRIPTION
 AI3216
 AI3216'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3216'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3216'BRIDGE OVER ST. ANDREWS BAY IN SECTION 22, T 4 S, R 15 W. TO REACH THE
 AI3216'MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 AI3216'WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF THOMAS
 AI3216'DRIVE (COUNTY ROAD 3031) ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS
 AI3216'DRIVE (COUNTY ROAD 3031) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 AI3216'ROAD 392, TURN LEFT AND GO EAST ON COUNTY ROAD 392 FOR 0.5 MI (0.8 KM)
 AI3216'TO A GATE AT THE ENTRANCE TO THE ST. ANDREWS STATE PARK, CONTINUE
 AI3216'NORTHEASTERLY THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO THE RANGER
 AI3216'STATION, CONTINUE NORTHEASTERLY PASSED THE RANGER STATION FOR 0.80 MI
 AI3216'(1.29 KM) TO A FOUR WAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST FOR
 AI3216'0.4 MI (0.6 KM) TO THE JETTIES PICNIC AREA, TURN LEFT AND GO
 AI3216'SOUTHEASTERLY FOR 0.05 MI (0.08 KM) TURN LEFT AND GO NORTHEASTERLY FOR
 AI3216'0.15 MI (0.24 KM) TO A CONCESSION BUILDING AND END OF TRUCK TRAVEL.
 AI3216'WALKING SOUTH THROUGH CONCESSION BUILDING TO BOARDWALK, WALK
 AI3216'SOUTHEASTERLY ON BOARDWALK FOR 330.0 FT (100.6 M) TURN LEFT AND GO
 AI3216'NORTHEASTERLY ABOUT 25.0 FT (7.6 M) TO A 38.0 FT (11.6 M) DIAMETER
 AI3216'CONCRETE SLAB AND THE MARK ON THE RIGHT. LOCATED 335.5 FT (102.3 M)
 AI3216'SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCESSION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3218 ***********************************************************************
 AI3218  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3218  DESIGNATION -  872 9136 C TIDAL
 AI3218  PID         -  AI3218
 AI3218  STATE/COUNTY-  FL/BAY
 AI3218  USGS QUAD   -  PANAMA CITY (1982)
 AI3218
 AI3218                         *CURRENT SURVEY CONTROL
 AI3218  ___________________________________________________________________
 AI3218* NAD 83(1986)-  30 07 31.     (N)    085 43 54.     (W)     SCALED    
 AI3218* NAVD 88     -         3.362  (meters)      11.03   (feet)  ADJUSTED  
 AI3218  ___________________________________________________________________
 AI3218  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AI3218  DYNAMIC HT  -           3.357 (meters)      11.01  (feet)  COMP
 AI3218  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 AI3218
 AI3218  VERT ORDER  -  SECOND    CLASS I
 AI3218
 AI3218.The horizontal coordinates were scaled from a topographic map and have
 AI3218.an estimated accuracy of +/- 6 seconds.
 AI3218
 AI3218.The orthometric height was determined by differential leveling
 AI3218.and adjusted by the National Geodetic Survey in May 2001..
 AI3218.No vertical observational check was made to the station.
 AI3218
 AI3218.This Tidal Bench Mark is designated as VM 12494
 AI3218.by the Center for Operational Oceanographic Products and Services.
 AI3218
 AI3218.The geoid height was determined by GEOID03.
 AI3218
 AI3218.The dynamic height is computed by dividing the NAVD 88
 AI3218.geopotential number by the normal gravity value computed on the
 AI3218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3218.degrees latitude (g = 980.6199 gals.).
 AI3218
 AI3218.The modeled gravity was interpolated from observed gravity values.
 AI3218
 AI3218;                    North         East    Units  Estimated Accuracy
 AI3218;SPC FL N     -   125,380.      481,320.      MT  (+/- 180 meters Scaled)
 AI3218
 AI3218                          SUPERSEDED SURVEY CONTROL
 AI3218
 AI3218.No superseded survey control is available for this station.
 AI3218
 AI3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU221333(NAD 83)
 AI3218_MARKER: DJ = TIDAL STATION DISK
 AI3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3218_STAMPING: 9136 C 1991
 AI3218_MARK LOGO: NOS   
 AI3218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3218+STABILITY: SURFACE MOTION
 AI3218
 AI3218  HISTORY     - Date     Condition        Report By
 AI3218  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3218
 AI3218                          STATION DESCRIPTION
 AI3218
 AI3218'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3218'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3218'BRIDGE OVER ST. ANDREWS BAY IN SECTION 22, T 4 S, R 15 W. TO REACH THE
 AI3218'MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 AI3218'WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF THOMAS
 AI3218'DRIVE (COUNTY ROAD 3031) ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS
 AI3218'DRIVE (COUNTY ROAD 3031) FOR 3.7 MI (6.0 KM) TO THE JUNCTION COUNTY
 AI3218'ROAD 392, TURN LEFT AND GO EAST ON COUNTY ROAD 392 FOR 0.5 MI (0.8 KM)
 AI3218'TO A GATE AT THE ENTRANCE TO THE ST. ANDREWS STATE PARK, CONTINUE
 AI3218'NORTHEASTERLY THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO THE RANGER
 AI3218'STATION, CONTINUE NORTHEASTERLY PASSED THE RANGER STATION FOR 0.80 MI
 AI3218'(1.29 KM) TO A FOUR WAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST FOR
 AI3218'0.4 MI (0.6 KM) TO THE JETTIES PICNIC AREA, TURN LEFT INTO THE PARKING
 AI3218'AREA AND GO NORTHEAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT.
 AI3218'LOCATED 156.0 FT (47.5 M) NORTH OF THE SOUTH OUTER EDGE OF THE ASPHALT
 AI3218'PARKING LOT, 25.6 FT (7.8 M) SOUTH OF THE NORTH OUTER EDGE OF ASPHALT
 AI3218'PARKING LOT AND 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3219 ***********************************************************************
 AI3219  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3219  DESIGNATION -  872 9136 D TIDAL
 AI3219  PID         -  AI3219
 AI3219  STATE/COUNTY-  FL/BAY
 AI3219  USGS QUAD   -  PANAMA CITY (1982)
 AI3219
 AI3219                         *CURRENT SURVEY CONTROL
 AI3219  ___________________________________________________________________
 AI3219* NAD 83(1986)-  30 07 32.     (N)    085 44 04.     (W)     SCALED    
 AI3219* NAVD 88     -         2.192  (meters)       7.19   (feet)  ADJUSTED  
 AI3219  ___________________________________________________________________
 AI3219  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AI3219  DYNAMIC HT  -           2.189 (meters)       7.18  (feet)  COMP
 AI3219  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 AI3219
 AI3219  VERT ORDER  -  SECOND    CLASS I
 AI3219
 AI3219.The horizontal coordinates were scaled from a topographic map and have
 AI3219.an estimated accuracy of +/- 6 seconds.
 AI3219
 AI3219.The orthometric height was determined by differential leveling
 AI3219.and adjusted by the National Geodetic Survey in May 2001..
 AI3219
 AI3219.This Tidal Bench Mark is designated as VM 12495
 AI3219.by the Center for Operational Oceanographic Products and Services.
 AI3219
 AI3219.The geoid height was determined by GEOID03.
 AI3219
 AI3219.The dynamic height is computed by dividing the NAVD 88
 AI3219.geopotential number by the normal gravity value computed on the
 AI3219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3219.degrees latitude (g = 980.6199 gals.).
 AI3219
 AI3219.The modeled gravity was interpolated from observed gravity values.
 AI3219
 AI3219;                    North         East    Units  Estimated Accuracy
 AI3219;SPC FL N     -   125,410.      481,050.      MT  (+/- 180 meters Scaled)
 AI3219
 AI3219                          SUPERSEDED SURVEY CONTROL
 AI3219
 AI3219.No superseded survey control is available for this station.
 AI3219
 AI3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU219333(NAD 83)
 AI3219_MARKER: F = FLANGE-ENCASED ROD
 AI3219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI3219_STAMPING: 9136 D 1991
 AI3219_MARK LOGO: NOS   
 AI3219_PROJECTION: RECESSED 3 CENTIMETERS
 AI3219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3219+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI3219_ROD/PIPE-DEPTH: 24.4 meters
 AI3219
 AI3219  HISTORY     - Date     Condition        Report By
 AI3219  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3219
 AI3219                          STATION DESCRIPTION
 AI3219
 AI3219'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3219'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3219'BRIDGE OVER ST. ANDREWS BAY IN SECTION 22, T 4 S, R 15 W. TO REACH THE
 AI3219'MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 AI3219'WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF THOMAS
 AI3219'DRIVE (COUNTY ROAD 3031) ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS
 AI3219'DRIVE (COUNTY ROAD 3031) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 AI3219'ROAD 392, TURN LEFT AND GO EAST ON COUNTY ROAD 392 FOR 0.5 MI (0.8 KM)
 AI3219'TO A GATE AT THE ENTRANCE TO THE ST. ANDREWS STATE PARK, CONTINUE
 AI3219'NORTHEASTERLY THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO THE RANGER
 AI3219'STATION, CONTINUE NORTHEASTERLY PASSED THE RANGER STATION FOR 0.8 MI
 AI3219'(1.3 KM) TO A FOUR WAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST FOR
 AI3219'0.4 MI (0.6 KM) TO THE JETTIES PICNIC AREA AND THE MARK ON THE LEFT.
 AI3219'LOCATED 66.5 FT (20.3 M) EAST OF THE INTERSECTION OF THE JETTY PICNIC
 AI3219'AREA AND MAIN LOOP ROAD, 48.5 FT (14.8 M) NORTHEAST OF A POWER POLE
 AI3219'NUMBER 61026-41350, 20.5 FT (6.2 M) NORTHEAST OF THE CENTERLINE OF THE
 AI3219'ENTRANCE ROAD TO THE JETTY PICNIC AREA AND 1.5 FT (0.5 M) NORTH OF A
 AI3219'CARSONITE WITNESS POST.  NOTE--ACCESS TO DUTUM POINT IS HAD THROUGH A
 AI3219'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2988 ***********************************************************************
 BE2988  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2988  DESIGNATION -  872 9141 A TIDAL
 BE2988  PID         -  BE2988
 BE2988  STATE/COUNTY-  FL/BAY
 BE2988  USGS QUAD   -  PANAMA CITY (1982)
 BE2988
 BE2988                         *CURRENT SURVEY CONTROL
 BE2988  ___________________________________________________________________
 BE2988* NAD 83(1986)-  30 07 56.     (N)    085 43 50.     (W)     SCALED    
 BE2988* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 BE2988  ___________________________________________________________________
 BE2988  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE2988  DYNAMIC HT  -           1.704 (meters)       5.59  (feet)  COMP
 BE2988  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 BE2988
 BE2988  VERT ORDER  -  SECOND    CLASS I
 BE2988
 BE2988.The horizontal coordinates were scaled from a topographic map and have
 BE2988.an estimated accuracy of +/- 6 seconds.
 BE2988
 BE2988.The orthometric height was determined by differential leveling
 BE2988.and adjusted by the National Geodetic Survey in June 1991..
 BE2988
 BE2988.This Tidal Bench Mark is designated as VM 10016
 BE2988.by the Center for Operational Oceanographic Products and Services.
 BE2988
 BE2988.The geoid height was determined by GEOID03.
 BE2988
 BE2988.The dynamic height is computed by dividing the NAVD 88
 BE2988.geopotential number by the normal gravity value computed on the
 BE2988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2988.degrees latitude (g = 980.6199 gals.).
 BE2988
 BE2988.The modeled gravity was interpolated from observed gravity values.
 BE2988
 BE2988;                    North         East    Units  Estimated Accuracy
 BE2988;SPC FL N     -   126,140.      481,430.      MT  (+/- 180 meters Scaled)
 BE2988
 BE2988                          SUPERSEDED SURVEY CONTROL
 BE2988
 BE2988.No superseded survey control is available for this station.
 BE2988
 BE2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU222341(NAD 83)
 BE2988_MARKER: DJ = TIDAL STATION DISK
 BE2988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE2988_SP_SET: WALKWAY
 BE2988_STAMPING: 9141 A 1976
 BE2988_MARK LOGO: NOS   
 BE2988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BE2988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2988+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 BE2988
 BE2988  HISTORY     - Date     Condition        Report By
 BE2988  HISTORY     - 1976     MONUMENTED       NOS
 BE2988  HISTORY     - 1984     GOOD             FLDNR
 BE2988  HISTORY     - 19910910 GOOD             NGS
 BE2988  HISTORY     - 19970301 GOOD             USPSQD
 BE2988
 BE2988                          STATION DESCRIPTION
 BE2988
 BE2988'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2988'5.45 MI SW FROM PANAMA CITY.
 BE2988'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2988'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2988'3.6 MILES SOUTHERLY ON THOMAS DRIVE TO A ROAD FORK, BEAR LEFT AND GO
 BE2988'0.4 MILE TO THE ENTRANCE TO ST. ANDREWS STATE PARK, GO 0.8 MILE
 BE2988'SOUTHEAST ON THE PARK ROAD TO THE ROAD TO THE BOAT LAUNCHING AREA, GO
 BE2988'0.1 MILE NORTHERLY ON THIS ROAD TO THE PICNIC AREA AND THE MARK.  THE
 BE2988'MARK IS SET IN THE CONCRETE WALKWAY AROUND THE BATHHOUSE, 14.7 FEET
 BE2988'NORTHWEST OF THE NORTHWEST CORNER OF THE BATHHOUSE, AND 2.3 FEET NORTH
 BE2988'OF THE NORTHWEST SUPPORT FOR THE ROOF.
 BE2988
 BE2988                          STATION RECOVERY (1991)
 BE2988
 BE2988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE2988'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF PANAMA CITY IN SECTION
 BE2988'22, T 4 S, R 15 W. TO REACH THE MARK FROM THE WEST END OF THE HATHAWAY
 BE2988'BRIDGE OVER ST. ANDREWS BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.80 MI
 BE2988'(1.29 KM) TO THE JUNCTION OF THOMAS DRIVE (COUNTY ROAD 3031) ON THE
 BE2988'LEFT, TURN LEFT AND GO SOUTH ON THOMAS DRIVE FOR 3.7 MI (6.0 KM) TO
 BE2988'THE JUNCTION OF COUNTY ROAD 392, TURN LEFT ON COUNTY ROAD 392 AND GO
 BE2988'EASTERLY FOR 0.50 MI (0.80 KM) TO THE GATE AT THE ENTRANCE TO THE ST.
 BE2988'ANDREWS STATE PARK, CONTINUE NORTHEASTERLY PASSED THE GATE FOR 0.10 MI
 BE2988'(0.16 KM) TO THE RANGER STATION, CONTINUE NORTHEASTERLY PASSED THE
 BE2988'RANGER STATION FOR 0.80 TO THE INTERSECTON OF A ROAD (BOAT LAUNCH AND
 BE2988'FISHING PIER ON THE LEFT AND JETTIE BEACHES ON THE RIGHT), TURN LEFT
 BE2988'AND GO NORTH FOR 0.10 MI (0.16 KM) TO THE PARKING LOT ON THE RIGHT, GO
 BE2988'NORTHEAST THROUGH THE PARKING LOT FOR 0.05 MI (0.08 KM) TO THE
 BE2988'BATHHOUSE AND THE MARK ON THE RIGHT SET IN THE TOP OF THE WALKWAY
 BE2988'AROUND THE BATHHOUSE. LOCATED 14.7 FT (4.5 M) NORTHWEST OF THE
 BE2988'NORTHWEST CORNER OF THE BATHHOUSE AND 2.3 FT (0.7 M) NORTH OF THE
 BE2988'NORTHWEST SUPPORT FOR THE ROOF.
 BE2988
 BE2988                          STATION RECOVERY (1997)
 BE2988
 BE2988'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1529 ***********************************************************************
 BE1529  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1529  DESIGNATION -  872 9141 B TIDAL
 BE1529  PID         -  BE1529
 BE1529  STATE/COUNTY-  FL/BAY
 BE1529  USGS QUAD   -  PANAMA CITY (1982)
 BE1529
 BE1529                         *CURRENT SURVEY CONTROL
 BE1529  ___________________________________________________________________
 BE1529* NAD 83(1986)-  30 07 45.     (N)    085 44 00.     (W)     SCALED    
 BE1529* NAVD 88     -         1.929  (meters)       6.33   (feet)  ADJUSTED  
 BE1529  ___________________________________________________________________
 BE1529  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE1529  DYNAMIC HT  -           1.927 (meters)       6.32  (feet)  COMP
 BE1529  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BE1529
 BE1529  VERT ORDER  -  SECOND    CLASS I
 BE1529
 BE1529.The horizontal coordinates were scaled from a topographic map and have
 BE1529.an estimated accuracy of +/- 6 seconds.
 BE1529
 BE1529.The orthometric height was determined by differential leveling
 BE1529.and adjusted by the National Geodetic Survey in June 1991..
 BE1529
 BE1529.This Tidal Bench Mark is designated as VM 10017
 BE1529.by the Center for Operational Oceanographic Products and Services.
 BE1529
 BE1529.The geoid height was determined by GEOID03.
 BE1529
 BE1529.The dynamic height is computed by dividing the NAVD 88
 BE1529.geopotential number by the normal gravity value computed on the
 BE1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1529.degrees latitude (g = 980.6199 gals.).
 BE1529
 BE1529.The modeled gravity was interpolated from observed gravity values.
 BE1529
 BE1529;                    North         East    Units  Estimated Accuracy
 BE1529;SPC FL N     -   125,810.      481,160.      MT  (+/- 180 meters Scaled)
 BE1529
 BE1529                          SUPERSEDED SURVEY CONTROL
 BE1529
 BE1529.No superseded survey control is available for this station.
 BE1529
 BE1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU220337(NAD 83)
 BE1529_MARKER: DJ = TIDAL STATION DISK
 BE1529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1529_SP_SET: HEADWALL
 BE1529_STAMPING: 9141 B 1976
 BE1529_MARK LOGO: NOS   
 BE1529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BE1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1529+STABILITY: SURFACE MOTION
 BE1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1529+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 BE1529
 BE1529  HISTORY     - Date     Condition        Report By
 BE1529  HISTORY     - 1976     MONUMENTED       NOS
 BE1529  HISTORY     - 1977     GOOD             FLDT
 BE1529  HISTORY     - 1984     GOOD             FLDNR
 BE1529  HISTORY     - 19910910 GOOD             NGS
 BE1529  HISTORY     - 19980403 GOOD             USPSQD
 BE1529
 BE1529                          STATION DESCRIPTION
 BE1529
 BE1529'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1529'5.65 MI SSE FROM PANAMA CITY.
 BE1529'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1529'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1529'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1529'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE OF ST. ANDREWS STATE
 BE1529'PARK, THEN CONTINUE IN A SOUTHEASTERLY DIRECTION ON THE STATE PARK
 BE1529'ROAD FOR ABOUT 0.85 MILES AND TIDAL MARK.  WHICH IS SET IN THE TOP OF
 BE1529'A CONCRETE HEADWALL.  IT IS ABOUT 500 FEET SOUTHEAST OF THE STATE PARK
 BE1529'STORE, 21.2 FEET EAST OF CENTER OF PARK ROAD AND 2.0 FEET SOUTH OF
 BE1529'NORTH END OF EAST CONCRETE HEADWALL.  SECTION 22, T 4S, R 15W.
 BE1529
 BE1529                          STATION RECOVERY (1984)
 BE1529
 BE1529'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1529'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1529'WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO 0.65 MILE
 BE1529'WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO 3.6 MILES
 BE1529'SOUTHERLY ON THOMAS DRIVE TO A ROAD FORK, BEAR LEFT AND GO 0.4 MILE TO
 BE1529'THE ENTRANCE TO ST. ANDREWS STATE PARK, GO 0.8 MILE SOUTHEAST ON THE
 BE1529'PARK ROAD TO THE ROAD TO THE BEACH, GO 0.1 MILE SOUTH ON THE BEACH
 BE1529'ROAD TO THE MARK.  THE MARK IS IN THE NORTH END OF THE EAST HEADWALL
 BE1529'OF A CULVERT, AND 20.9 FEET EAST OF THE CENTERLINE OF THE ROAD.
 BE1529
 BE1529                          STATION RECOVERY (1991)
 BE1529
 BE1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE1529'THE MARK IS ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF PANAMA CITY IN SECTION
 BE1529'22, T 4 S, R 15 W. TO REACH THE MARK FROM THE WEST END OF THE HATHAWAY
 BE1529'BRIDGE OVER ST. ANDREWS BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.80 MI
 BE1529'(1.29 KM) TO THE JUNCTION OF THOMAS DRIVE (COUNTY ROAD 3031) ON THE
 BE1529'LEFT, TURN LEFT AND GO SOUTH ON THOMAS DRIVE FOR 3.7 MI (6.0 KM) TO
 BE1529'THE JUNCTION OF COUNTY ROAD 392, TURN LEFT ON COUNTY ROAD 392 AND GO
 BE1529'EASTERLY FOR 0.50 MI (0.80 KM) TO THE GATE AT THE ENTRANCE TO THE ST.
 BE1529'ANDREWS STATE PARK, CONTINUE NORTHEASTERLY PASSED THE GATE FOR 0.10 MI
 BE1529'(0.16 KM) TO THE RANGER STATION, CONTINUE NORTHEASTERLY PASSED THE
 BE1529'RANGER STATION FOR 0.80 TO A ROAD TO THE INTERSECTON OF A ROAD (BOAT
 BE1529'LAUNCH AND FISHING PIER ON THE LEFT AND JETTIE BEACHES ON THE RIGHT),
 BE1529'TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) TO THE MARK ON THE LEFT
 BE1529'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL, FLUSH
 BE1529'WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD. LOCATED 20.9 FT (6.4 M)
 BE1529'EAST OF THE CENTERLINE OF THE ROAD AND 2.0 FT (0.6 M) SOUTH OF THE
 BE1529'NORTH END OF THE HEADWALL.
 BE1529
 BE1529                          STATION RECOVERY (1998)
 BE1529
 BE1529'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2987 ***********************************************************************
 BE2987  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2987  DESIGNATION -  872 9141 C TIDAL
 BE2987  PID         -  BE2987
 BE2987  STATE/COUNTY-  FL/BAY
 BE2987  USGS QUAD   -  PANAMA CITY (1982)
 BE2987
 BE2987                         *CURRENT SURVEY CONTROL
 BE2987  ___________________________________________________________________
 BE2987* NAD 83(1986)-  30 07 56.     (N)    085 43 57.     (W)     SCALED    
 BE2987* NAVD 88     -         2.449  (meters)       8.03   (feet)  ADJUSTED  
 BE2987  ___________________________________________________________________
 BE2987  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE2987  DYNAMIC HT  -           2.446 (meters)       8.02  (feet)  COMP
 BE2987  MODELED GRAV-     979,317.7   (mgal)                       NAVD 88
 BE2987
 BE2987  VERT ORDER  -  SECOND    CLASS I
 BE2987
 BE2987.The horizontal coordinates were scaled from a topographic map and have
 BE2987.an estimated accuracy of +/- 6 seconds.
 BE2987
 BE2987.The orthometric height was determined by differential leveling
 BE2987.and adjusted by the National Geodetic Survey in June 1991..
 BE2987
 BE2987.This Tidal Bench Mark is designated as VM 10018
 BE2987.by the Center for Operational Oceanographic Products and Services.
 BE2987
 BE2987.The geoid height was determined by GEOID03.
 BE2987
 BE2987.The dynamic height is computed by dividing the NAVD 88
 BE2987.geopotential number by the normal gravity value computed on the
 BE2987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2987.degrees latitude (g = 980.6199 gals.).
 BE2987
 BE2987.The modeled gravity was interpolated from observed gravity values.
 BE2987
 BE2987;                    North         East    Units  Estimated Accuracy
 BE2987;SPC FL N     -   126,150.      481,250.      MT  (+/- 180 meters Scaled)
 BE2987
 BE2987                          SUPERSEDED SURVEY CONTROL
 BE2987
 BE2987.No superseded survey control is available for this station.
 BE2987
 BE2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU220341(NAD 83)
 BE2987_MARKER: DJ = TIDAL STATION DISK
 BE2987_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2987_SP_SET: COPPER-CLAD STEEL ROD
 BE2987_STAMPING: 9141 C 1976
 BE2987_MARK LOGO: NOS   
 BE2987_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE2987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2987+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 BE2987
 BE2987  HISTORY     - Date     Condition        Report By
 BE2987  HISTORY     - 1976     MONUMENTED       NOS
 BE2987  HISTORY     - 1984     GOOD             FLDNR
 BE2987  HISTORY     - 19910910 GOOD             NGS
 BE2987  HISTORY     - 19970301 GOOD             USPSQD
 BE2987
 BE2987                          STATION DESCRIPTION
 BE2987
 BE2987'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2987'5.4 MI SW FROM PANAMA CITY.
 BE2987'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2987'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2987'3.6 MILES SOUTHERLY ON THOMAS DRIVE TO A ROAD FORK, BEAR LEFT AND GO
 BE2987'0.4 MILE TO THE ENTRANCE TO ST. ANDREWS STATE PARK, GO 0.8 MILE
 BE2987'SOUTHEAST ON THE PARK ROAD TO THE ROAD TO THE BOAT LAUNCH AREA, GO
 BE2987'0.05 MILE NORTH ON THIS ROAD TO A SERVICE ROAD ON THE LEFT AND THE
 BE2987'MARK.  THE MARK BEARS 30.3 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 BE2987'THE DIRT ROAD, 27.6 FEET WEST OF THE CENTERLINE OF THE ROAD TO THE
 BE2987'BOAT LAUNCH, AND 6 FEET WEST-NORTHWEST OF POWER POLE R-60 WITH A
 BE2987'WITNESS SIGN ATTACHED.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD
 BE2987'FLUSH WITH THE GROUND.
 BE2987
 BE2987                          STATION RECOVERY (1991)
 BE2987
 BE2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE2987'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF PANAMA CITY IN SECTION
 BE2987'22, T 4 S, R 15 W. TO REACH THE MARK FROM THE WEST END OF THE HATHAWAY
 BE2987'BRIDGE OVER ST. ANDREWS BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.80 MI
 BE2987'(1.29 KM) TO THE JUNCTION OF THOMAS DRIVE (COUNTY ROAD 3031) ON THE
 BE2987'LEFT, TURN LEFT AND GO SOUTH ON THOMAS DRIVE FOR 3.7 MI (6.0 KM) TO
 BE2987'THE JUNCTION OF COUNTY ROAD 392, TURN LEFT ON COUNTY ROAD 392 AND GO
 BE2987'EASTERLY FOR 0.50 MI (0.80 KM) TO THE GATE AT THE ENTRANCE TO THE ST.
 BE2987'ANDREWS STATE PARK, CONTINUE NORTHEASTERLY PASSED THE GATE FOR 0.10 MI
 BE2987'(0.16 KM) TO THE RANGER STATION, CONTINUE NORTHEASTERLY PASSED THE
 BE2987'RANGER STATION FOR 0.80 TO THE INTERSECTON OF A ROAD (BOAT LAUNCH AND
 BE2987'FISHING PIER ON THE LEFT AND JETTIE BEACHES ON THE RIGHT), TURN LEFT
 BE2987'AND GO NORTH FOR 0.05 MI (0.08 KM) TO A SAND ROAD ON THE LEFT AND THE
 BE2987'MARK ON THE LEFT SET ON THE TOP OF A COPPER CLAD STEEL ROD RECESSED
 BE2987'4-INCHES BELOW THE GROUND AND ENCASED IN A 4-INCH P V C PIPE. LOCATED
 BE2987'30.3 FT (9.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE SAND ROAD,
 BE2987'27.6 FT (8.4 M) WEST OF THE CENTERLINE OF THE ROAD TO THE BOAT LAUNCH
 BE2987'AND 0.8 FT (24.4 CM) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 BE2987
 BE2987                          STATION RECOVERY (1997)
 BE2987
 BE2987'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2991 ***********************************************************************
 BE2991  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2991  DESIGNATION -  872 9149 A TIDAL
 BE2991  PID         -  BE2991
 BE2991  STATE/COUNTY-  FL/BAY
 BE2991  USGS QUAD   -  PANAMA CITY (1982)
 BE2991
 BE2991                         *CURRENT SURVEY CONTROL
 BE2991  ___________________________________________________________________
 BE2991* NAD 83(1986)-  30 07 50.     (N)    085 44 35.     (W)     SCALED    
 BE2991* NAVD 88     -         5.580  (meters)      18.31   (feet)  ADJUSTED  
 BE2991  ___________________________________________________________________
 BE2991  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE2991  DYNAMIC HT  -           5.573 (meters)      18.28  (feet)  COMP
 BE2991  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 BE2991
 BE2991  VERT ORDER  -  SECOND    CLASS I
 BE2991
 BE2991.The horizontal coordinates were scaled from a topographic map and have
 BE2991.an estimated accuracy of +/- 6 seconds.
 BE2991
 BE2991.The orthometric height was determined by differential leveling
 BE2991.and adjusted by the National Geodetic Survey in May 2001..
 BE2991
 BE2991.This Tidal Bench Mark is designated as VM 10024
 BE2991.by the Center for Operational Oceanographic Products and Services.
 BE2991
 BE2991.The geoid height was determined by GEOID03.
 BE2991
 BE2991.The dynamic height is computed by dividing the NAVD 88
 BE2991.geopotential number by the normal gravity value computed on the
 BE2991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2991.degrees latitude (g = 980.6199 gals.).
 BE2991
 BE2991.The modeled gravity was interpolated from observed gravity values.
 BE2991
 BE2991;                    North         East    Units  Estimated Accuracy
 BE2991;SPC FL N     -   125,970.      480,230.      MT  (+/- 180 meters Scaled)
 BE2991
 BE2991                          SUPERSEDED SURVEY CONTROL
 BE2991
 BE2991  NAVD 88 (06/15/91)    5.593  (m)           18.35   (f) UNKNOWN     2 1
 BE2991
 BE2991.Superseded values are not recommended for survey control.
 BE2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE2991.See file dsdata.txt to determine how the superseded data were derived.
 BE2991
 BE2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU210339(NAD 83)
 BE2991_MARKER: DJ = TIDAL STATION DISK
 BE2991_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE2991+WITH SETTING: PAVEMENT
 BE2991_SP_SET: FLOOR
 BE2991_STAMPING: 9149 A
 BE2991_MARK LOGO: NOS   
 BE2991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BE2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2991+STABILITY: SURFACE MOTION
 BE2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2991+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 BE2991
 BE2991  HISTORY     - Date     Condition        Report By
 BE2991  HISTORY     - 1978     MONUMENTED       NOS
 BE2991  HISTORY     - 1984     GOOD             FLDNR
 BE2991  HISTORY     - 19910910 GOOD             NGS
 BE2991
 BE2991                          STATION DESCRIPTION
 BE2991
 BE2991'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2991'4.85 MI SW FROM PANAMA CITY.
 BE2991'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2991'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2991'3.5 MILES SOUTHERLY ON THOMAS DRIVE TO A ROAD FORK, BEAR LEFT AND GO
 BE2991'0.4 MILE TO THE ENTRANCE TO ST. ANDREWS STATE PARK, GO TO THE FIRST
 BE2991'ROAD PAST THE PARK OFFICE, BEAR RIGHT AND FOLLOW THE ROAD TO THE PARK
 BE2991'FISHING PIER AND THE MARK.  THE MARK IS SET IN THE FLOOR OF THE
 BE2991'WESTERNMOST PICNIC SHELTER, 1.4 FEET SOUTH OF THE NORTHWEST ROOF
 BE2991'SUPPORT COLUMN, AND 0.4 FOOT EAST OF THE WEST EDGE OF THE FLOOR.
 BE2991
 BE2991                          STATION RECOVERY (1991)
 BE2991
 BE2991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE2991'THE MARK IS ABOUT 4.85 MI (7.81 KM) SOUTHWEST OF PANAMA CITY IN
 BE2991'SECTION 22, T 4 S, R 15 W. TO REACH THE MARK FROM THE WEST END OF THE
 BE2991'HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO WEST ON U.S. HIGHWAY 98 FOR
 BE2991'0.80 MI (1.29 KM) TO THE JUNCTION OF THOMAS DRIVE (COUNTY ROAD 3031)
 BE2991'ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS DRIVE FOR 3.7 MI (6.0
 BE2991'KM) TO THE JUNCTION OF COUNTY ROAD 392, TURN LEFT ON COUNTY ROAD 392
 BE2991'AND GO EASTERLY FOR 0.50 MI (0.80 KM) TO THE GATE AT THE ENTRANCE TO
 BE2991'THE ST. ANDREWS STATE PARK, CONTINUE NORTHEASTERLY PASSED THE GATE FOR
 BE2991'0.10 MI (0.16 KM) TO THE RANGER STATION, CONTINUE NORTHEASTERLY PASSED
 BE2991'THE RANGER STATION FOR 0.10 MI (0.16 KM) TO A ROAD TO THE GULF PIER
 BE2991'AND PICNIC AREA ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.20 MI
 BE2991'(0.32 KM) TO A Y JUNCTION, BEAR RIGHT AND GO WESTERLY FOR 0.10 MI
 BE2991'(0.16 KM) TO THE FISHING PIER AND BATHHOUSES AND THE MARK ON THE
 BE2991'RIGHT, SET IN TOP OF A CONCRETE FLOOR OF THE WESTERN MOST PICNIC
 BE2991'SHELTER. LOCATED 1.4 FT (0.4 M) SOUTH OF THE NORTHWEST ROOF SUPPORT
 BE2991'COLUMN AND 0.4 FT (12.2 CM) EAST OF THE WEST EDGE OF THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2990 ***********************************************************************
 BE2990  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2990  DESIGNATION -  872 9149 B TIDAL
 BE2990  PID         -  BE2990
 BE2990  STATE/COUNTY-  FL/BAY
 BE2990  USGS QUAD   -  PANAMA CITY (1982)
 BE2990
 BE2990                         *CURRENT SURVEY CONTROL
 BE2990  ___________________________________________________________________
 BE2990* NAD 83(1986)-  30 07 50.     (N)    085 44 35.     (W)     SCALED    
 BE2990* NAVD 88     -         5.597  (meters)      18.36   (feet)  ADJUSTED  
 BE2990  ___________________________________________________________________
 BE2990  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE2990  DYNAMIC HT  -           5.589 (meters)      18.34  (feet)  COMP
 BE2990  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 BE2990
 BE2990  VERT ORDER  -  SECOND    CLASS I
 BE2990
 BE2990.The horizontal coordinates were scaled from a topographic map and have
 BE2990.an estimated accuracy of +/- 6 seconds.
 BE2990
 BE2990.The orthometric height was determined by differential leveling
 BE2990.and adjusted by the National Geodetic Survey in June 1991..
 BE2990
 BE2990.This Tidal Bench Mark is designated as VM 10025
 BE2990.by the Center for Operational Oceanographic Products and Services.
 BE2990
 BE2990.The geoid height was determined by GEOID03.
 BE2990
 BE2990.The dynamic height is computed by dividing the NAVD 88
 BE2990.geopotential number by the normal gravity value computed on the
 BE2990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2990.degrees latitude (g = 980.6199 gals.).
 BE2990
 BE2990.The modeled gravity was interpolated from observed gravity values.
 BE2990
 BE2990;                    North         East    Units  Estimated Accuracy
 BE2990;SPC FL N     -   125,970.      480,230.      MT  (+/- 180 meters Scaled)
 BE2990
 BE2990                          SUPERSEDED SURVEY CONTROL
 BE2990
 BE2990.No superseded survey control is available for this station.
 BE2990
 BE2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU210339(NAD 83)
 BE2990_MARKER: DJ = TIDAL STATION DISK
 BE2990_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE2990+WITH SETTING: PAVEMENT
 BE2990_SP_SET: BATHHOUSE FLOOR
 BE2990_STAMPING: 9149 B
 BE2990_MARK LOGO: NOS   
 BE2990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BE2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2990+STABILITY: SURFACE MOTION
 BE2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2990+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 BE2990
 BE2990  HISTORY     - Date     Condition        Report By
 BE2990  HISTORY     - 1978     MONUMENTED       NOS
 BE2990  HISTORY     - 1984     GOOD             FLDNR
 BE2990  HISTORY     - 19910910 GOOD             NGS
 BE2990
 BE2990                          STATION DESCRIPTION
 BE2990
 BE2990'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2990'4.85 MI SW FROM PANAMA CITY.
 BE2990'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2990'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2990'3.5 MILES SOUTHERLY ON THOMAS DRIVE TO A ROAD FORK, BEAR LEFT AND GO
 BE2990'0.4 MILE TO THE ENTRANCE TO ST. ANDREWS STATE PARK, GO TO THE FIRST
 BE2990'ROAD PAST THE PARK OFFICE, BEAR RIGHT AND FOLLOW THE ROAD TO THE PARK
 BE2990'FISHING PIER AND THE MARK.  THE MARK IS NEAR THE WEST CORNER  OF THE
 BE2990'FLOOR OF THE BATHHOUSE, 2 FEET NORTHEAST OF THE WEST CORNER ROOF
 BE2990'SUPPORT COLUMN, AND 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE
 BE2990'FLOOR.
 BE2990
 BE2990                          STATION RECOVERY (1991)
 BE2990
 BE2990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE2990'THE MARK IS ABOUT 4.85 MI (7.81 KM) SOUTHWEST OF PANAMA CITY IN
 BE2990'SECTION 22, T 4 S, R 15 W. TO REACH THE MARK FROM THE WEST END OF THE
 BE2990'HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO WEST ON U.S. HIGHWAY 98 FOR
 BE2990'0.80 MI (1.29 KM) TO THE JUNCTION OF THOMAS DRIVE (COUNTY ROAD 3031)
 BE2990'ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS DRIVE FOR 3.7 MI (6.0
 BE2990'KM) TO THE JUNCTION OF COUNTY ROAD 392, TURN LEFT ON COUNTY ROAD 392
 BE2990'AND GO EASTERLY FOR 0.50 MI (0.80 KM) TO THE GATE AT THE ENTRANCE TO
 BE2990'THE ST. ANDREWS STATE PARK, CONTINUE NORTHEASTERLY PASSED THE GATE FOR
 BE2990'0.10 MI (0.16 KM) TO THE RANGER STATION, CONTINUE NORTHEASTERLY PASSED
 BE2990'THE RANGER STATION FOR 0.10 MI (0.16 KM) TO A ROAD TO THE GULF PIER
 BE2990'AND PICNIC AREA ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.20 MI
 BE2990'(0.32 KM) TO A Y JUNCTION, BEAR RIGHT AND GO WESTERLY FOR 0.10 MI
 BE2990'(0.16 KM) TO THE FISHING PIER AND BATHHOUSES AND THE MARK ON THE
 BE2990'RIGHT, SET IN TOP OF A CONCRETE FLOOR OF THE BATHHOUSE. LOCATED 2.0 FT
 BE2990'(0.6 M) NORTHEAST OF THE WEST CORNER ROOF SUPPORT COLUMN AND 1.0 FT
 BE2990'(0.3 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2989 ***********************************************************************
 BE2989  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2989  DESIGNATION -  872 9149 C TIDAL
 BE2989  PID         -  BE2989
 BE2989  STATE/COUNTY-  FL/BAY
 BE2989  USGS QUAD   -  PANAMA CITY (1982)
 BE2989
 BE2989                         *CURRENT SURVEY CONTROL
 BE2989  ___________________________________________________________________
 BE2989* NAD 83(1986)-  30 07 53.     (N)    085 44 30.     (W)     SCALED    
 BE2989* NAVD 88     -         4.330  (meters)      14.21   (feet)  ADJUSTED  
 BE2989  ___________________________________________________________________
 BE2989  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE2989  DYNAMIC HT  -           4.325 (meters)      14.19  (feet)  COMP
 BE2989  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BE2989
 BE2989  VERT ORDER  -  SECOND    CLASS I
 BE2989
 BE2989.The horizontal coordinates were scaled from a topographic map and have
 BE2989.an estimated accuracy of +/- 6 seconds.
 BE2989
 BE2989.The orthometric height was determined by differential leveling
 BE2989.and adjusted by the National Geodetic Survey in June 1991..
 BE2989
 BE2989.This Tidal Bench Mark is designated as VM 10026
 BE2989.by the Center for Operational Oceanographic Products and Services.
 BE2989
 BE2989.The geoid height was determined by GEOID03.
 BE2989
 BE2989.The dynamic height is computed by dividing the NAVD 88
 BE2989.geopotential number by the normal gravity value computed on the
 BE2989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2989.degrees latitude (g = 980.6199 gals.).
 BE2989
 BE2989.The modeled gravity was interpolated from observed gravity values.
 BE2989
 BE2989;                    North         East    Units  Estimated Accuracy
 BE2989;SPC FL N     -   126,060.      480,360.      MT  (+/- 180 meters Scaled)
 BE2989
 BE2989                          SUPERSEDED SURVEY CONTROL
 BE2989
 BE2989.No superseded survey control is available for this station.
 BE2989
 BE2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU212340(NAD 83)
 BE2989_MARKER: DJ = TIDAL STATION DISK
 BE2989_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE2989+WITH SETTING: PAVEMENT
 BE2989_SP_SET: TANK BASE
 BE2989_STAMPING: 9149 C
 BE2989_MARK LOGO: NOS   
 BE2989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BE2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2989+STABILITY: SURFACE MOTION
 BE2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE2989+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 BE2989
 BE2989  HISTORY     - Date     Condition        Report By
 BE2989  HISTORY     - 1978     MONUMENTED       NOS
 BE2989  HISTORY     - 1984     GOOD             FLDNR
 BE2989  HISTORY     - 19910910 GOOD             NGS
 BE2989
 BE2989                          STATION DESCRIPTION
 BE2989
 BE2989'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2989'4.8 MI SW FROM PANAMA CITY.
 BE2989'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2989'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2989'3.5 MILES SOUTHERLY ON THOMAS DRIVE TO A ROAD FORK, BEAR LEFT AND GO
 BE2989'0.4 MILE TO THE ENTRANCE TO ST. ANDREWS STATE PARK, GO TO THE FIRST
 BE2989'ROAD PAST THE PARK OFFICE, BEAR RIGHT AND FOLLOW THE ROAD TO THE PARK
 BE2989'FISHING PIER AND THE MARK.  THE MARK IS SET IN THE CONCRETE BASE FOR A
 BE2989'TANK (NOW GONE), 58.3 FEET NORTHEAST OF THE JUNCTION OF THE ENTRANCE
 BE2989'TO THE PIER PARKING LOT AND THE ROAD, 85.5 FEET EAST-NORTHEAST OF
 BE2989'POWER POLE 4, 5.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE BASE,
 BE2989'2.9 FEET SOUTHEAST OF THE SOUTH CORNER OF THE RAISED TANK SUPPORT, AND
 BE2989'4.8 FEET WEST OF A WITNESS POST.
 BE2989'THE MARK IS 3 FT ABOVE ROAD.
 BE2989
 BE2989                          STATION RECOVERY (1991)
 BE2989
 BE2989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE2989'THE MARK IS ABOUT 4.8 MI (7.7 KM) SOUTHWEST OF PANAMA CITY IN SECTION
 BE2989'22, T 4 S, R 15 W. TO REACH THE MARK FROM THE WEST END OF THE HATHAWAY
 BE2989'BRIDGE OVER ST. ANDREWS BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.80 MI
 BE2989'(1.29 KM) TO THE JUNCTION OF THOMAS DRIVE (COUNTY ROAD 3031) ON THE
 BE2989'LEFT, TURN LEFT AND GO SOUTH ON THOMAS DRIVE FOR 3.7 MI (6.0 KM) TO
 BE2989'THE JUNCTION OF COUNTY ROAD 392, TURN LEFT ON COUNTY ROAD 392 AND GO
 BE2989'EASTERLY FOR 0.50 MI (0.80 KM) TO THE GATE AT THE ENTRANCE TO THE ST.
 BE2989'ANDREWS STATE PARK, CONTINUE NORTHEASTERLY PASSED THE GATE FOR 0.10 MI
 BE2989'(0.16 KM) TO THE RANGER STATION, CONTINUE NORTHEASTERLY PASSED THE
 BE2989'RANGER STATION FOR 0.10 MI (0.16 KM) TO A ROAD TO THE GULF PIER AND
 BE2989'PICNIC AREA ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.20 MI
 BE2989'(0.32 KM) TO A Y JUNCTION AND THE MARK ON THE LEFT SET IN THE TOP OF A
 BE2989'CONCRETE BASE FOR A TANK, (THE TANK HAS REMOVED). LOCATED 85.5 FT
 BE2989'(26.1 M) EAST-NORTHEAST OF AND ACROSS THE ROAD FROM POWER POLE NUMBER
 BE2989'4, 58.3 FT (17.8 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, 5.3 FT
 BE2989'(1.6 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE BASE, 4.8 FT (1.5 M)
 BE2989'WEST OF A METAL WITNESS POST AND 2.9 FT (0.9 M) SOUTHEAST OF THE SOUTH
 BE2989'CORNER OF THE RAISED TANK SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3221 ***********************************************************************
 AI3221  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3221  DESIGNATION -  872 9152 A TIDAL
 AI3221  PID         -  AI3221
 AI3221  STATE/COUNTY-  FL/BAY
 AI3221  USGS QUAD   -  PANAMA CITY BEACH (1982)
 AI3221
 AI3221                         *CURRENT SURVEY CONTROL
 AI3221  ___________________________________________________________________
 AI3221* NAD 83(1986)-  30 10 13.     (N)    085 45 20.     (W)     SCALED    
 AI3221* NAVD 88     -         1.004  (meters)       3.29   (feet)  ADJUSTED  
 AI3221  ___________________________________________________________________
 AI3221  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AI3221  DYNAMIC HT  -           1.003 (meters)       3.29  (feet)  COMP
 AI3221  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 AI3221
 AI3221  VERT ORDER  -  SECOND    CLASS I
 AI3221
 AI3221.The horizontal coordinates were scaled from a topographic map and have
 AI3221.an estimated accuracy of +/- 6 seconds.
 AI3221
 AI3221.The orthometric height was determined by differential leveling
 AI3221.and adjusted by the National Geodetic Survey in May 2001..
 AI3221.No vertical observational check was made to the station.
 AI3221
 AI3221.This Tidal Bench Mark is designated as VM 12499
 AI3221.by the Center for Operational Oceanographic Products and Services.
 AI3221
 AI3221.The geoid height was determined by GEOID03.
 AI3221
 AI3221.The dynamic height is computed by dividing the NAVD 88
 AI3221.geopotential number by the normal gravity value computed on the
 AI3221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3221.degrees latitude (g = 980.6199 gals.).
 AI3221
 AI3221.The modeled gravity was interpolated from observed gravity values.
 AI3221
 AI3221;                    North         East    Units  Estimated Accuracy
 AI3221;SPC FL N     -   130,390.      479,070.      MT  (+/- 180 meters Scaled)
 AI3221
 AI3221                          SUPERSEDED SURVEY CONTROL
 AI3221
 AI3221.No superseded survey control is available for this station.
 AI3221
 AI3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU198383(NAD 83)
 AI3221_MARKER: DJ = TIDAL STATION DISK
 AI3221_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3221_SP_SET: PIER
 AI3221_STAMPING: 9152 A 1991
 AI3221_MARK LOGO: NOS   
 AI3221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3221+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI3221
 AI3221  HISTORY     - Date     Condition        Report By
 AI3221  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3221
 AI3221                          STATION DESCRIPTION
 AI3221
 AI3221'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3221'THE MARK IS ABOUT 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3221'BRIDGE OVER THE ST. ANDREWS BAY IN SECTION 4, T 4 S, R 15 W. TO REACH
 AI3221'THE MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER THE ST. ANDREWS
 AI3221'BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF
 AI3221'THOMAS DRIVE (COUNTY ROAD 3031), TURN LEFT AND GO SOUTH ON THOMAS
 AI3221'DRIVE (COUNTY ROAD 3031) FOR 1.0 MI (1.6 KM) TO A PAVED ROAD LEFT, THE
 AI3221'WEST GATE ENTRANCE (CRAG ROAD), TURN LEFT AND GO EAST PASSING THROUGH
 AI3221'THE GATE FOR 0.05 MI (0.08 KM) TO A SECURITY STATION (BUILDING NO
 AI3221'329), CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO A U-TURN, TURN RIGHT ON
 AI3221'THE U-TURN AND GO SOUTHERLY FOR 0.4 MI (0.6 KM) ON CRAG ROAD TO A T
 AI3221'JUNCTION, TURN LEFT AND GO EAST FOR 0.2 MI (0.3 KM) TO THE COAST GUARD
 AI3221'STATION BOAT SLIP ON THE LEFT, TURN LEFT AND GO 0.05 MI (0.08 KM) TO
 AI3221'THE COAST GUARD BOAT SLIP AND THE MARK. LOCATED 247.5 FT (75.4 M)
 AI3221'NORTH OF THE CENTERLINE OF GRAG ROAD, 178.6 FT (54.4 M) NORTHWEST OF
 AI3221'THE NORTHWEST CORNER OF A BRICK BUILDING (U.S. COAST GUARD OLD
 AI3221'BUILDING) AND 7.9 FT (2.4 M) EAST OF THE WEST EDGE OF A 50.0 FT (15.2
 AI3221'M) CONCRETE PEIR OF A BOAT SLIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3223 ***********************************************************************
 AI3223  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3223  DESIGNATION -  872 9152 B TIDAL
 AI3223  PID         -  AI3223
 AI3223  STATE/COUNTY-  FL/BAY
 AI3223  USGS QUAD   -  PANAMA CITY BEACH (1982)
 AI3223
 AI3223                         *CURRENT SURVEY CONTROL
 AI3223  ___________________________________________________________________
 AI3223* NAD 83(1986)-  30 10 11.     (N)    085 45 26.     (W)     SCALED    
 AI3223* NAVD 88     -         5.181  (meters)      17.00   (feet)  ADJUSTED  
 AI3223  ___________________________________________________________________
 AI3223  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AI3223  DYNAMIC HT  -           5.174 (meters)      16.98  (feet)  COMP
 AI3223  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 AI3223
 AI3223  VERT ORDER  -  SECOND    CLASS I
 AI3223
 AI3223.The horizontal coordinates were scaled from a topographic map and have
 AI3223.an estimated accuracy of +/- 6 seconds.
 AI3223
 AI3223.The orthometric height was determined by differential leveling
 AI3223.and adjusted by the National Geodetic Survey in May 2001..
 AI3223.No vertical observational check was made to the station.
 AI3223
 AI3223.This Tidal Bench Mark is designated as VM 12497
 AI3223.by the Center for Operational Oceanographic Products and Services.
 AI3223
 AI3223.The geoid height was determined by GEOID03.
 AI3223
 AI3223.The dynamic height is computed by dividing the NAVD 88
 AI3223.geopotential number by the normal gravity value computed on the
 AI3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3223.degrees latitude (g = 980.6199 gals.).
 AI3223
 AI3223.The modeled gravity was interpolated from observed gravity values.
 AI3223
 AI3223;                    North         East    Units  Estimated Accuracy
 AI3223;SPC FL N     -   130,330.      478,910.      MT  (+/- 180 meters Scaled)
 AI3223
 AI3223                          SUPERSEDED SURVEY CONTROL
 AI3223
 AI3223.No superseded survey control is available for this station.
 AI3223
 AI3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU196382(NAD 83)
 AI3223_MARKER: F = FLANGE-ENCASED ROD
 AI3223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI3223_STAMPING: 9152 B 1991
 AI3223_MARK LOGO: NOS   
 AI3223_PROJECTION: FLUSH
 AI3223_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3223+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI3223_ROD/PIPE-DEPTH: 24.4 meters
 AI3223
 AI3223  HISTORY     - Date     Condition        Report By
 AI3223  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3223
 AI3223                          STATION DESCRIPTION
 AI3223
 AI3223'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3223'THE MARK IS ABOUT 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3223'BRIDGE OVER THE ST. ANDREWS BAY IN SECTION 4, T 4 S, R 15 W. TO REACH
 AI3223'THE MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER THE ST. ANDREWS
 AI3223'BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF
 AI3223'THOMAS DRIVE (COUNTY ROAD 3031), TURN LEFT AND GO SOUTH ON THOMAS
 AI3223'DRIVE (COUNTY ROAD 3031) FOR 1.0 MI (1.6 KM) TO A PAVED ROAD LEFT, THE
 AI3223'WEST GATE ENTRANCE (CRAG ROAD), TURN LEFT AND GO EAST PASSING THROUGH
 AI3223'THE GATE FOR 0.05 MI (0.08 KM) TO A SECURITY STATION (BUILDING NO
 AI3223'329), CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO A U-TURN, TURN RIGHT ON
 AI3223'THE U-TURN AND GO SOUTHERLY FOR 0.4 MI (0.6 KM) ON CRAG ROAD TO A T
 AI3223'JUNCTION, TURN LEFT AND GO EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE
 AI3223'LEFT. LOCATED 47.2 FT (14.4 M) NORTH OF THE CENTERLINE OF CRAG ROAD,
 AI3223'36.5 FT (11.1 M) NORTHWEST OF THE CONCRETE BRICK COAST GUARD STATION,
 AI3223'30.0 FT (9.1 M) NORTHEAST OF A POWER POLE AND 0.8 FT (24.4 CM) SOUTH
 AI3223'OF A CARSONITE WITNESS POST.  NOTE--ACCESS TO DUTUM POINT IS HAD
 AI3223'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3224 ***********************************************************************
 AI3224  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3224  DESIGNATION -  872 9152 C TIDAL
 AI3224  PID         -  AI3224
 AI3224  STATE/COUNTY-  FL/BAY
 AI3224  USGS QUAD   -  PANAMA CITY BEACH (1982)
 AI3224
 AI3224                         *CURRENT SURVEY CONTROL
 AI3224  ___________________________________________________________________
 AI3224* NAD 83(1986)-  30 10 12.     (N)    085 45 31.     (W)     SCALED    
 AI3224* NAVD 88     -         3.494  (meters)      11.46   (feet)  ADJUSTED  
 AI3224  ___________________________________________________________________
 AI3224  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AI3224  DYNAMIC HT  -           3.490 (meters)      11.45  (feet)  COMP
 AI3224  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 AI3224
 AI3224  VERT ORDER  -  SECOND    CLASS I
 AI3224
 AI3224.The horizontal coordinates were scaled from a topographic map and have
 AI3224.an estimated accuracy of +/- 6 seconds.
 AI3224
 AI3224.The orthometric height was determined by differential leveling
 AI3224.and adjusted by the National Geodetic Survey in May 2001..
 AI3224.No vertical observational check was made to the station.
 AI3224
 AI3224.This Tidal Bench Mark is designated as VM 12500
 AI3224.by the Center for Operational Oceanographic Products and Services.
 AI3224
 AI3224.The geoid height was determined by GEOID03.
 AI3224
 AI3224.The dynamic height is computed by dividing the NAVD 88
 AI3224.geopotential number by the normal gravity value computed on the
 AI3224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3224.degrees latitude (g = 980.6199 gals.).
 AI3224
 AI3224.The modeled gravity was interpolated from observed gravity values.
 AI3224
 AI3224;                    North         East    Units  Estimated Accuracy
 AI3224;SPC FL N     -   130,360.      478,780.      MT  (+/- 180 meters Scaled)
 AI3224
 AI3224                          SUPERSEDED SURVEY CONTROL
 AI3224
 AI3224.No superseded survey control is available for this station.
 AI3224
 AI3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU195382(NAD 83)
 AI3224_MARKER: DJ = TIDAL STATION DISK
 AI3224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3224_STAMPING: 9152 C 1991
 AI3224_MARK LOGO: NOS   
 AI3224_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3224+STABILITY: SURFACE MOTION
 AI3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3224+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI3224
 AI3224  HISTORY     - Date     Condition        Report By
 AI3224  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3224
 AI3224                          STATION DESCRIPTION
 AI3224
 AI3224'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3224'THE MARK IS ABOUT 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3224'BRIDGE OVER THE ST. ANDREWS BAY IN SECTION 4, T 4 S, R 15 W. TO REACH
 AI3224'THE MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER THE ST. ANDREWS
 AI3224'BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF
 AI3224'THOMAS DRIVE (COUNTY ROAD 3031), TURN LEFT AND GO SOUTH ON THOMAS
 AI3224'DRIVE (COUNTY ROAD 3031) FOR 1.3 MI (2.1 KM) TO THE MARK ON THE LEFT,
 AI3224'SET AT THE EDGE OF A 50.0 FT (15.2 M) LONG CONCRETE PEIR FOR A BOAT
 AI3224'SLIP. LOCATED 49.5 FT (15.1 M) EAST OF THE CENTERLINE OF THOMAS DRIVE,
 AI3224'10.0 FT (3.0 M) NORTHEAST OF A POWER POLE NUMBER 60240-42753, 2.0 FT
 AI3224'(0.6 M) SOUTHWEST OF A 6.0 FT (1.8 M) HIGH CHAIN LINK FENCE AND 1.5 FT
 AI3224'(0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3225 ***********************************************************************
 AI3225  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3225  DESIGNATION -  872 9152 D TIDAL
 AI3225  PID         -  AI3225
 AI3225  STATE/COUNTY-  FL/BAY
 AI3225  USGS QUAD   -  PANAMA CITY BEACH (1982)
 AI3225
 AI3225                         *CURRENT SURVEY CONTROL
 AI3225  ___________________________________________________________________
 AI3225* NAD 83(1986)-  30 10 02.     (N)    085 45 28.     (W)     SCALED    
 AI3225* NAVD 88     -         4.854  (meters)      15.93   (feet)  ADJUSTED  
 AI3225  ___________________________________________________________________
 AI3225  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AI3225  DYNAMIC HT  -           4.847 (meters)      15.90  (feet)  COMP
 AI3225  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 AI3225
 AI3225  VERT ORDER  -  SECOND    CLASS I
 AI3225
 AI3225.The horizontal coordinates were scaled from a topographic map and have
 AI3225.an estimated accuracy of +/- 6 seconds.
 AI3225
 AI3225.The orthometric height was determined by differential leveling
 AI3225.and adjusted by the National Geodetic Survey in May 2001..
 AI3225.No vertical observational check was made to the station.
 AI3225
 AI3225.This Tidal Bench Mark is designated as VM 12501
 AI3225.by the Center for Operational Oceanographic Products and Services.
 AI3225
 AI3225.The geoid height was determined by GEOID03.
 AI3225
 AI3225.The dynamic height is computed by dividing the NAVD 88
 AI3225.geopotential number by the normal gravity value computed on the
 AI3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3225.degrees latitude (g = 980.6199 gals.).
 AI3225
 AI3225.The modeled gravity was interpolated from observed gravity values.
 AI3225
 AI3225;                    North         East    Units  Estimated Accuracy
 AI3225;SPC FL N     -   130,050.      478,850.      MT  (+/- 180 meters Scaled)
 AI3225
 AI3225                          SUPERSEDED SURVEY CONTROL
 AI3225
 AI3225.No superseded survey control is available for this station.
 AI3225
 AI3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU196379(NAD 83)
 AI3225_MARKER: F = FLANGE-ENCASED ROD
 AI3225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI3225_STAMPING: 9152 D 1991
 AI3225_MARK LOGO: NOS   
 AI3225_PROJECTION: RECESSED 3 CENTIMETERS
 AI3225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3225+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI3225_ROD/PIPE-DEPTH: 24.4 meters
 AI3225
 AI3225  HISTORY     - Date     Condition        Report By
 AI3225  HISTORY     - 1991     MONUMENTED       FLDNR
 AI3225
 AI3225                          STATION DESCRIPTION
 AI3225
 AI3225'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3225'THE MARK IS ABOUT 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3225'BRIDGE OVER THE ST. ANDREWS BAY IN SECTION 4, T 4 S, R 15 W. TO REACH
 AI3225'THE MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER THE ST. ANDREWS
 AI3225'BAY, GO WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF
 AI3225'THOMAS DRIVE (COUNTY ROAD 3031), TURN LEFT AND GO SOUTH ON THOMAS
 AI3225'DRIVE (COUNTY ROAD 3031) FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT.
 AI3225'LOCATED 72.9 FT (22.2 M) WEST OF THE CENTERLINE OF THOMAS DRIVE, 37.3
 AI3225'FT (11.4 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING
 AI3225'(JR. FOOD STORE), 2.8 FT (0.9 M) EAST OF A 2.0 FT (0.6 M) X 2.0 FT
 AI3225'(0.6 M) CONCRETE BASE FOR A LIGHT POLE AND 2.7 FT (0.8 M) EAST OF A
 AI3225'CARSONITE WITNESS POST.  NOTE--ACCESS TO DUTUM POINT IS HAD THROUGH A
 AI3225'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2977 ***********************************************************************
 BE2977  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2977  DESIGNATION -  872 9154 A TIDAL
 BE2977  PID         -  BE2977
 BE2977  STATE/COUNTY-  FL/BAY
 BE2977  USGS QUAD   -  WEST BAY (1994)
 BE2977
 BE2977                         *CURRENT SURVEY CONTROL
 BE2977  ___________________________________________________________________
 BE2977* NAD 83(1986)-  30 19 43.     (N)    085 45 43.     (W)     SCALED    
 BE2977* NAVD 88     -         4.875  (meters)      15.99   (feet)  ADJUSTED  
 BE2977  ___________________________________________________________________
 BE2977  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BE2977  DYNAMIC HT  -           4.869 (meters)      15.97  (feet)  COMP
 BE2977  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 BE2977
 BE2977  VERT ORDER  -  SECOND    CLASS I
 BE2977
 BE2977.The horizontal coordinates were scaled from a topographic map and have
 BE2977.an estimated accuracy of +/- 6 seconds.
 BE2977
 BE2977.The orthometric height was determined by differential leveling
 BE2977.and adjusted by the National Geodetic Survey in June 1991..
 BE2977
 BE2977.This Tidal Bench Mark is designated as VM 10027
 BE2977.by the Center for Operational Oceanographic Products and Services.
 BE2977
 BE2977.The geoid height was determined by GEOID03.
 BE2977
 BE2977.The dynamic height is computed by dividing the NAVD 88
 BE2977.geopotential number by the normal gravity value computed on the
 BE2977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2977.degrees latitude (g = 980.6199 gals.).
 BE2977
 BE2977.The modeled gravity was interpolated from observed gravity values.
 BE2977
 BE2977;                    North         East    Units  Estimated Accuracy
 BE2977;SPC FL N     -   147,950.      478,650.      MT  (+/- 180 meters Scaled)
 BE2977
 BE2977                          SUPERSEDED SURVEY CONTROL
 BE2977
 BE2977.No superseded survey control is available for this station.
 BE2977
 BE2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU190558(NAD 83)
 BE2977_MARKER: DJ = TIDAL STATION DISK
 BE2977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2977_SP_SET: COPPER-CLAD STEEL ROD
 BE2977_STAMPING: 9154 A 1976
 BE2977_MARK LOGO: NOS   
 BE2977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2977
 BE2977  HISTORY     - Date     Condition        Report By
 BE2977  HISTORY     - 1976     MONUMENTED       NOS
 BE2977  HISTORY     - 1984     GOOD             FLDNR
 BE2977  HISTORY     - 1997     GOOD             USPSQD
 BE2977
 BE2977                          STATION DESCRIPTION
 BE2977
 BE2977'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2977'5.8 MI ENE FROM WEST BAY.
 BE2977'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2977'BAY, GO 5.8 MILES EAST ON COUNTY ROAD 388 TO THE JUNCTION OF SOUTH
 BE2977'BURNT MILL ROAD AND THE MARK.  THE MARK BEARS 45.2 FEET SOUTH OF THE
 BE2977'CENTERLINE OF COUNTY ROAD 388, 17.3 FEET EAST OF THE CENTERLINE OF
 BE2977'BURNT MILL ROAD, AND 1.3 FEET WEST OF POWER POLE 60207-48510.  SET ON
 BE2977'THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 BE2977
 BE2977                          STATION RECOVERY (1997)
 BE2977
 BE2977'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2978 ***********************************************************************
 BE2978  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2978  DESIGNATION -  872 9154 B TIDAL
 BE2978  PID         -  BE2978
 BE2978  STATE/COUNTY-  FL/BAY
 BE2978  USGS QUAD   -  WEST BAY (1994)
 BE2978
 BE2978                         *CURRENT SURVEY CONTROL
 BE2978  ___________________________________________________________________
 BE2978* NAD 83(1986)-  30 19 36.     (N)    085 45 43.     (W)     SCALED    
 BE2978* NAVD 88     -         3.574  (meters)      11.73   (feet)  ADJUSTED  
 BE2978  ___________________________________________________________________
 BE2978  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BE2978  DYNAMIC HT  -           3.569 (meters)      11.71  (feet)  COMP
 BE2978  MODELED GRAV-     979,329.2   (mgal)                       NAVD 88
 BE2978
 BE2978  VERT ORDER  -  SECOND    CLASS I
 BE2978
 BE2978.The horizontal coordinates were scaled from a topographic map and have
 BE2978.an estimated accuracy of +/- 6 seconds.
 BE2978
 BE2978.The orthometric height was determined by differential leveling
 BE2978.and adjusted by the National Geodetic Survey in June 1991..
 BE2978
 BE2978.This Tidal Bench Mark is designated as VM 10028
 BE2978.by the Center for Operational Oceanographic Products and Services.
 BE2978
 BE2978.The geoid height was determined by GEOID03.
 BE2978
 BE2978.The dynamic height is computed by dividing the NAVD 88
 BE2978.geopotential number by the normal gravity value computed on the
 BE2978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2978.degrees latitude (g = 980.6199 gals.).
 BE2978
 BE2978.The modeled gravity was interpolated from observed gravity values.
 BE2978
 BE2978;                    North         East    Units  Estimated Accuracy
 BE2978;SPC FL N     -   147,730.      478,650.      MT  (+/- 180 meters Scaled)
 BE2978
 BE2978                          SUPERSEDED SURVEY CONTROL
 BE2978
 BE2978.No superseded survey control is available for this station.
 BE2978
 BE2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU190556(NAD 83)
 BE2978_MARKER: DJ = TIDAL STATION DISK
 BE2978_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2978_SP_SET: COPPER-CLAD STEEL ROD
 BE2978_STAMPING: 9154 B 1976
 BE2978_MARK LOGO: NOS   
 BE2978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2978
 BE2978  HISTORY     - Date     Condition        Report By
 BE2978  HISTORY     - 1976     MONUMENTED       NOS
 BE2978  HISTORY     - 1984     GOOD             FLDNR
 BE2978  HISTORY     - 1997     GOOD             USPSQD
 BE2978
 BE2978                          STATION DESCRIPTION
 BE2978
 BE2978'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2978'5.95 MI ENE FROM WEST BAY.
 BE2978'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2978'BAY, GO 5.8 MILES EAST ON COUNTY ROAD 388 TO THE JUNCTION OF BURNT
 BE2978'MILL ROAD SOUTH, GO 0.15 MILE SOUTH ON BURNT MILL ROAD TO THE MARK.
 BE2978'THE MARK BEARS 25 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BE2978'2.8 FEET NORTHWEST OF A POWER POLE, AND 126.5 FEET EAST OF THE
 BE2978'SOUTHEAST CORNER OF THE C.L. BOYD RESIDENCE.  SET ON THE TOP OF A
 BE2978'COPPER-CLAD STEEL ROD RECESSED 3 INCHES.
 BE2978
 BE2978                          STATION RECOVERY (1997)
 BE2978
 BE2978'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2979 ***********************************************************************
 BE2979  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2979  DESIGNATION -  872 9154 C TIDAL
 BE2979  PID         -  BE2979
 BE2979  STATE/COUNTY-  FL/BAY
 BE2979  USGS QUAD   -  WEST BAY (1994)
 BE2979
 BE2979                         *CURRENT SURVEY CONTROL
 BE2979  ___________________________________________________________________
 BE2979* NAD 83(1986)-  30 19 43.     (N)    085 45 45.     (W)     SCALED    
 BE2979* NAVD 88     -         4.367  (meters)      14.33   (feet)  ADJUSTED  
 BE2979  ___________________________________________________________________
 BE2979  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BE2979  DYNAMIC HT  -           4.361 (meters)      14.31  (feet)  COMP
 BE2979  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 BE2979
 BE2979  VERT ORDER  -  SECOND    CLASS I
 BE2979
 BE2979.The horizontal coordinates were scaled from a topographic map and have
 BE2979.an estimated accuracy of +/- 6 seconds.
 BE2979
 BE2979.The orthometric height was determined by differential leveling
 BE2979.and adjusted by the National Geodetic Survey in June 1991..
 BE2979
 BE2979.This Tidal Bench Mark is designated as VM 10029
 BE2979.by the Center for Operational Oceanographic Products and Services.
 BE2979
 BE2979.The geoid height was determined by GEOID03.
 BE2979
 BE2979.The dynamic height is computed by dividing the NAVD 88
 BE2979.geopotential number by the normal gravity value computed on the
 BE2979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2979.degrees latitude (g = 980.6199 gals.).
 BE2979
 BE2979.The modeled gravity was interpolated from observed gravity values.
 BE2979
 BE2979;                    North         East    Units  Estimated Accuracy
 BE2979;SPC FL N     -   147,950.      478,600.      MT  (+/- 180 meters Scaled)
 BE2979
 BE2979                          SUPERSEDED SURVEY CONTROL
 BE2979
 BE2979.No superseded survey control is available for this station.
 BE2979
 BE2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU189558(NAD 83)
 BE2979_MARKER: DJ = TIDAL STATION DISK
 BE2979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2979_SP_SET: CULVERT HEADWALL
 BE2979_STAMPING: 9154 C 1976
 BE2979_MARK LOGO: NOS   
 BE2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2979+STABILITY: SURFACE MOTION
 BE2979
 BE2979  HISTORY     - Date     Condition        Report By
 BE2979  HISTORY     - 1976     MONUMENTED       NOS
 BE2979  HISTORY     - 1984     GOOD             FLDNR
 BE2979  HISTORY     - 1997     GOOD             USPSQD
 BE2979
 BE2979                          STATION DESCRIPTION
 BE2979
 BE2979'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2979'5.75 MI ENE FROM WEST BAY.
 BE2979'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2979'BAY, GO 5.75 MILES EAST ON COUNTY ROAD 388 TO THE MARK.  THE MARK IS
 BE2979'SET IN THE CENTER OF A CULVERT HEADWALL, 26.8 FEET SOUTH OF THE
 BE2979'CENTERLINE OF THE HIGHWAY, 152 FEET WEST OF THE CENTERLINE OF BURNT
 BE2979'MILL ROAD SOUTH, AND 220 FEET EAST OF THE EAST END OF THE BRIDGE OVER
 BE2979'BURNT MILL CREEK.
 BE2979
 BE2979                          STATION RECOVERY (1997)
 BE2979
 BE2979'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2980 ***********************************************************************
 BE2980  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2980  DESIGNATION -  872 9154 F TIDAL FLDT
 BE2980  PID         -  BE2980
 BE2980  STATE/COUNTY-  FL/BAY
 BE2980  USGS QUAD   -  WEST BAY (1994)
 BE2980
 BE2980                         *CURRENT SURVEY CONTROL
 BE2980  ___________________________________________________________________
 BE2980* NAD 83(1986)-  30 19 43.     (N)    085 45 48.     (W)     SCALED    
 BE2980* NAVD 88     -         4.859  (meters)      15.94   (feet)  ADJUSTED  
 BE2980  ___________________________________________________________________
 BE2980  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BE2980  DYNAMIC HT  -           4.852 (meters)      15.92  (feet)  COMP
 BE2980  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 BE2980
 BE2980  VERT ORDER  -  SECOND    CLASS I
 BE2980
 BE2980.The horizontal coordinates were scaled from a topographic map and have
 BE2980.an estimated accuracy of +/- 6 seconds.
 BE2980
 BE2980.The orthometric height was determined by differential leveling
 BE2980.and adjusted by the National Geodetic Survey in June 1991..
 BE2980
 BE2980.This Tidal Bench Mark is designated as VM 10032
 BE2980.by the Center for Operational Oceanographic Products and Services.
 BE2980
 BE2980.The geoid height was determined by GEOID03.
 BE2980
 BE2980.The dynamic height is computed by dividing the NAVD 88
 BE2980.geopotential number by the normal gravity value computed on the
 BE2980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2980.degrees latitude (g = 980.6199 gals.).
 BE2980
 BE2980.The modeled gravity was interpolated from observed gravity values.
 BE2980
 BE2980;                    North         East    Units  Estimated Accuracy
 BE2980;SPC FL N     -   147,950.      478,520.      MT  (+/- 180 meters Scaled)
 BE2980
 BE2980                          SUPERSEDED SURVEY CONTROL
 BE2980
 BE2980.No superseded survey control is available for this station.
 BE2980
 BE2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU188558(NAD 83)
 BE2980_MARKER: DD = SURVEY DISK
 BE2980_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE2980_SP_SET: BRIDGE RAILING
 BE2980_STAMPING: 9154 F
 BE2980_MARK LOGO: FLDT  
 BE2980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE2980
 BE2980  HISTORY     - Date     Condition        Report By
 BE2980  HISTORY     - UNK      MONUMENTED       FLDT
 BE2980  HISTORY     - 1984     GOOD             FLDNR
 BE2980
 BE2980                          STATION DESCRIPTION
 BE2980
 BE2980'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2980'5.7 MI ENE FROM WEST BAY.
 BE2980'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2980'BAY, GO 5.7 MILES EAST ON COUNTY ROAD 388 TO THE BRIDGE OVER BURNT
 BE2980'MILL CREEK AND THE MARK.  THE MARK IS SET IN THE TOP OF THE BRIDGE
 BE2980'RAILING AT THE NORTHEAST CORNER OF THE BRIDGE, 19 FEET NORTH OF THE
 BE2980'CENTERLINE OF THE HIGHWAY, AND 3.5 FEET WEST OF THE EAST END OF THE
 BE2980'RAILING.
 BE2980'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2994 ***********************************************************************
 BE2994  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2994  DESIGNATION -  872 9155 A TIDAL
 BE2994  PID         -  BE2994
 BE2994  STATE/COUNTY-  FL/BAY
 BE2994  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE2994
 BE2994                         *CURRENT SURVEY CONTROL
 BE2994  ___________________________________________________________________
 BE2994* NAD 83(1986)-  30 09 33.     (N)    085 45 42.     (W)     SCALED    
 BE2994* NAVD 88     -         2.810  (meters)       9.22   (feet)  ADJUSTED  
 BE2994  ___________________________________________________________________
 BE2994  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE2994  DYNAMIC HT  -           2.806 (meters)       9.21  (feet)  COMP
 BE2994  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 BE2994
 BE2994  VERT ORDER  -  SECOND    CLASS I
 BE2994
 BE2994.The horizontal coordinates were scaled from a topographic map and have
 BE2994.an estimated accuracy of +/- 6 seconds.
 BE2994
 BE2994.The orthometric height was determined by differential leveling
 BE2994.and adjusted by the National Geodetic Survey in June 1991..
 BE2994
 BE2994.This Tidal Bench Mark is designated as VM 10034
 BE2994.by the Center for Operational Oceanographic Products and Services.
 BE2994
 BE2994.The geoid height was determined by GEOID03.
 BE2994
 BE2994.The dynamic height is computed by dividing the NAVD 88
 BE2994.geopotential number by the normal gravity value computed on the
 BE2994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2994.degrees latitude (g = 980.6199 gals.).
 BE2994
 BE2994.The modeled gravity was interpolated from observed gravity values.
 BE2994
 BE2994;                    North         East    Units  Estimated Accuracy
 BE2994;SPC FL N     -   129,160.      478,470.      MT  (+/- 180 meters Scaled)
 BE2994
 BE2994                          SUPERSEDED SURVEY CONTROL
 BE2994
 BE2994.No superseded survey control is available for this station.
 BE2994
 BE2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU192370(NAD 83)
 BE2994_MARKER: DJ = TIDAL STATION DISK
 BE2994_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2994_SP_SET: COPPER-CLAD STEEL ROD
 BE2994_STAMPING: 9155 A 1976
 BE2994_MARK LOGO: NOS   
 BE2994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2994
 BE2994  HISTORY     - Date     Condition        Report By
 BE2994  HISTORY     - 1976     MONUMENTED       NOS
 BE2994  HISTORY     - 1984     GOOD             FLDNR
 BE2994  HISTORY     - 19970301 GOOD             USPSQD
 BE2994  HISTORY     - 20051015 GOOD             USPSQD
 BE2994
 BE2994                          STATION DESCRIPTION
 BE2994
 BE2994'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2994'4.65 MI WSW FROM PANAMA CITY.
 BE2994'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2994'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2994'2.9 MILES SOUTHERLY ON THOMAS DRIVE TO THE JUNCTION OF NORTH LAGOON
 BE2994'DRIVE, GO 1.1 MILES WEST ON NORTH LAGOON DRIVE TO THE MARK.  THE MARK
 BE2994'BEARS 43.8 FEET SOUTHWEST OF THE CENTERLINE OF LAGOON DRIVE, 166.4
 BE2994'FEET SOUTHEAST OF THE ENTRANCE TO THE PALISADES APARTMENTS AT 6901
 BE2994'NORTH LAGOON DRIVE, AND 8.4 FEET NORTH OF A POWER POLE WITH A WITNESS
 BE2994'SIGN ATTACHED.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH
 BE2994'THE GROUND.
 BE2994
 BE2994                          STATION RECOVERY (1997)
 BE2994
 BE2994'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2994'RECOVERED IN GOOD CONDITION.
 BE2994
 BE2994                          STATION RECOVERY (2005)
 BE2994
 BE2994'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRG)
 BE2994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2992 ***********************************************************************
 BE2992  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2992  DESIGNATION -  872 9155 B TIDAL
 BE2992  PID         -  BE2992
 BE2992  STATE/COUNTY-  FL/BAY
 BE2992  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE2992
 BE2992                         *CURRENT SURVEY CONTROL
 BE2992  ___________________________________________________________________
 BE2992* NAD 83(1986)-  30 09 28.     (N)    085 45 31.     (W)     SCALED    
 BE2992* NAVD 88     -         1.682  (meters)       5.52   (feet)  ADJUSTED  
 BE2992  ___________________________________________________________________
 BE2992  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE2992  DYNAMIC HT  -           1.679 (meters)       5.51  (feet)  COMP
 BE2992  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BE2992
 BE2992  VERT ORDER  -  SECOND    CLASS I
 BE2992
 BE2992.The horizontal coordinates were scaled from a topographic map and have
 BE2992.an estimated accuracy of +/- 6 seconds.
 BE2992
 BE2992.The orthometric height was determined by differential leveling
 BE2992.and adjusted by the National Geodetic Survey in June 1991..
 BE2992
 BE2992.This Tidal Bench Mark is designated as VM 10035
 BE2992.by the Center for Operational Oceanographic Products and Services.
 BE2992
 BE2992.The geoid height was determined by GEOID03.
 BE2992
 BE2992.The dynamic height is computed by dividing the NAVD 88
 BE2992.geopotential number by the normal gravity value computed on the
 BE2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2992.degrees latitude (g = 980.6199 gals.).
 BE2992
 BE2992.The modeled gravity was interpolated from observed gravity values.
 BE2992
 BE2992;                    North         East    Units  Estimated Accuracy
 BE2992;SPC FL N     -   129,010.      478,760.      MT  (+/- 180 meters Scaled)
 BE2992
 BE2992                          SUPERSEDED SURVEY CONTROL
 BE2992
 BE2992.No superseded survey control is available for this station.
 BE2992
 BE2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU195369(NAD 83)
 BE2992_MARKER: DJ = TIDAL STATION DISK
 BE2992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2992_SP_SET: CONCRETE CULVERT
 BE2992_STAMPING: 9155 B 1976
 BE2992_MARK LOGO: NOS   
 BE2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2992+STABILITY: SURFACE MOTION
 BE2992
 BE2992  HISTORY     - Date     Condition        Report By
 BE2992  HISTORY     - 1976     MONUMENTED       NOS
 BE2992  HISTORY     - 1984     GOOD             FLDNR
 BE2992  HISTORY     - 19970301 GOOD             USPSQD
 BE2992
 BE2992                          STATION DESCRIPTION
 BE2992
 BE2992'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2992'4.45 MI WSW FROM PANAMA CITY.
 BE2992'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2992'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2992'2.9 MILES SOUTHERLY ON THOMAS DRIVE TO THE JUNCTION OF NORTH LAGOON
 BE2992'DRIVE, GO 0.9 MILE WEST ON NORTH LAGOON DRIVE TO THE MARK.  THE MARK
 BE2992'BEARS 25.6 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 4 FEET
 BE2992'NORTHWEST OF THE SOUTHEAST END OF THE CULVERT HEADWALL.
 BE2992'THE MARK IS 2 FT BELOW ROAD.
 BE2992
 BE2992                          STATION RECOVERY (1997)
 BE2992
 BE2992'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2995 ***********************************************************************
 BE2995  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2995  DESIGNATION -  872 9155 C TIDAL
 BE2995  PID         -  BE2995
 BE2995  STATE/COUNTY-  FL/BAY
 BE2995  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE2995
 BE2995                         *CURRENT SURVEY CONTROL
 BE2995  ___________________________________________________________________
 BE2995* NAD 83(1986)-  30 09 37.     (N)    085 45 49.     (W)     SCALED    
 BE2995* NAVD 88     -         3.189  (meters)      10.46   (feet)  ADJUSTED  
 BE2995  ___________________________________________________________________
 BE2995  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE2995  DYNAMIC HT  -           3.185 (meters)      10.45  (feet)  COMP
 BE2995  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 BE2995
 BE2995  VERT ORDER  -  SECOND    CLASS I
 BE2995
 BE2995.The horizontal coordinates were scaled from a topographic map and have
 BE2995.an estimated accuracy of +/- 6 seconds.
 BE2995
 BE2995.The orthometric height was determined by differential leveling
 BE2995.and adjusted by the National Geodetic Survey in June 1991..
 BE2995
 BE2995.This Tidal Bench Mark is designated as VM 10036
 BE2995.by the Center for Operational Oceanographic Products and Services.
 BE2995
 BE2995.The geoid height was determined by GEOID03.
 BE2995
 BE2995.The dynamic height is computed by dividing the NAVD 88
 BE2995.geopotential number by the normal gravity value computed on the
 BE2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2995.degrees latitude (g = 980.6199 gals.).
 BE2995
 BE2995.The modeled gravity was interpolated from observed gravity values.
 BE2995
 BE2995;                    North         East    Units  Estimated Accuracy
 BE2995;SPC FL N     -   129,290.      478,280.      MT  (+/- 180 meters Scaled)
 BE2995
 BE2995                          SUPERSEDED SURVEY CONTROL
 BE2995
 BE2995.No superseded survey control is available for this station.
 BE2995
 BE2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU190371(NAD 83)
 BE2995_MARKER: DJ = TIDAL STATION DISK
 BE2995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2995_SP_SET: CULVERT HEADWALL
 BE2995_STAMPING: 9155 C 1976
 BE2995_MARK LOGO: NOS   
 BE2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2995+STABILITY: SURFACE MOTION
 BE2995
 BE2995  HISTORY     - Date     Condition        Report By
 BE2995  HISTORY     - 1976     MONUMENTED       NOS
 BE2995  HISTORY     - 1984     GOOD             FLDNR
 BE2995
 BE2995                          STATION DESCRIPTION
 BE2995
 BE2995'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2995'4.75 MI WSW FROM PANAMA CITY.
 BE2995'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2995'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2995'2.9 MILES SOUTHERLY ON THOMAS DRIVE TO THE JUNCTION OF NORTH LAGOON
 BE2995'DRIVE, GO 1.2 MILES WEST ON NORTH LAGOON DRIVE TO THE MARK.  THE MARK
 BE2995'BEARS 18.1 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 1.7 FEET
 BE2995'SOUTHEAST OF THE NORTHWEST END OF THE CULVERT HEADWALL.
 BE2995'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2993 ***********************************************************************
 BE2993  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2993  DESIGNATION -  872 9155 D TIDAL
 BE2993  PID         -  BE2993
 BE2993  STATE/COUNTY-  FL/BAY
 BE2993  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE2993
 BE2993                         *CURRENT SURVEY CONTROL
 BE2993  ___________________________________________________________________
 BE2993* NAD 83(1986)-  30 09 31.     (N)    085 45 37.     (W)     SCALED    
 BE2993* NAVD 88     -         2.671  (meters)       8.76   (feet)  ADJUSTED  
 BE2993  ___________________________________________________________________
 BE2993  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE2993  DYNAMIC HT  -           2.668 (meters)       8.75  (feet)  COMP
 BE2993  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 BE2993
 BE2993  VERT ORDER  -  SECOND    CLASS I
 BE2993
 BE2993.The horizontal coordinates were scaled from a topographic map and have
 BE2993.an estimated accuracy of +/- 6 seconds.
 BE2993
 BE2993.The orthometric height was determined by differential leveling
 BE2993.and adjusted by the National Geodetic Survey in June 1991..
 BE2993
 BE2993.This Tidal Bench Mark is designated as VM 10037
 BE2993.by the Center for Operational Oceanographic Products and Services.
 BE2993
 BE2993.The geoid height was determined by GEOID03.
 BE2993
 BE2993.The dynamic height is computed by dividing the NAVD 88
 BE2993.geopotential number by the normal gravity value computed on the
 BE2993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2993.degrees latitude (g = 980.6199 gals.).
 BE2993
 BE2993.The modeled gravity was interpolated from observed gravity values.
 BE2993
 BE2993;                    North         East    Units  Estimated Accuracy
 BE2993;SPC FL N     -   129,100.      478,600.      MT  (+/- 180 meters Scaled)
 BE2993
 BE2993                          SUPERSEDED SURVEY CONTROL
 BE2993
 BE2993.No superseded survey control is available for this station.
 BE2993
 BE2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU193370(NAD 83)
 BE2993_MARKER: DJ = TIDAL STATION DISK
 BE2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2993_SP_SET: CONCRETE POST
 BE2993_STAMPING: 9155 D 1984
 BE2993_MARK LOGO: NOS   
 BE2993_PROJECTION: RECESSED 8 CENTIMETERS
 BE2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2993+STABILITY: SURFACE MOTION
 BE2993
 BE2993  HISTORY     - Date     Condition        Report By
 BE2993  HISTORY     - 1984     MONUMENTED       FLDNR
 BE2993  HISTORY     - 19970301 GOOD             USPSQD
 BE2993  HISTORY     - 20051015 GOOD             USPSQD
 BE2993
 BE2993                          STATION DESCRIPTION
 BE2993
 BE2993'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2993'4.55 MI WSW FROM PANAMA CITY.
 BE2993'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2993'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2993'2.9 MILES SOUTHERLY ON THOMAS DRIVE TO THE JUNCTION OF NORTH LAGOON
 BE2993'DRIVE, GO 1 MILE WEST ON NORTH LAGOON DRIVE TO THE MARK.  THE MARK
 BE2993'BEARS 44.5 FEET NORTHEAST OF THE CENTERLINE OF LAGOON DRIVE, 300 FEET
 BE2993'NORTHWEST OF THE CENTERLINE OF COURTNEY DRIVE, 2.5 FEET SOUTHEAST OF
 BE2993'POWER POLE 60161-42346, AND 1.3 FEET SOUTHWEST OF A WITNESS POST.
 BE2993'THE MARK IS ABOVE LEVEL WITH ROAD.
 BE2993
 BE2993                          STATION RECOVERY (1997)
 BE2993
 BE2993'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2993'RECOVERED IN GOOD CONDITION.
 BE2993
 BE2993                          STATION RECOVERY (2005)
 BE2993
 BE2993'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRG)
 BE2993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2996 ***********************************************************************
 BE2996  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2996  DESIGNATION -  872 9155 E TIDAL
 BE2996  PID         -  BE2996
 BE2996  STATE/COUNTY-  FL/BAY
 BE2996  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE2996
 BE2996                         *CURRENT SURVEY CONTROL
 BE2996  ___________________________________________________________________
 BE2996* NAD 83(1986)-  30 09 41.     (N)    085 45 58.     (W)     SCALED    
 BE2996* NAVD 88     -         3.156  (meters)      10.35   (feet)  ADJUSTED  
 BE2996  ___________________________________________________________________
 BE2996  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE2996  DYNAMIC HT  -           3.152 (meters)      10.34  (feet)  COMP
 BE2996  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BE2996
 BE2996  VERT ORDER  -  SECOND    CLASS I
 BE2996
 BE2996.The horizontal coordinates were scaled from a topographic map and have
 BE2996.an estimated accuracy of +/- 6 seconds.
 BE2996
 BE2996.The orthometric height was determined by differential leveling
 BE2996.and adjusted by the National Geodetic Survey in June 1991..
 BE2996
 BE2996.This Tidal Bench Mark is designated as VM 10038
 BE2996.by the Center for Operational Oceanographic Products and Services.
 BE2996
 BE2996.The geoid height was determined by GEOID03.
 BE2996
 BE2996.The dynamic height is computed by dividing the NAVD 88
 BE2996.geopotential number by the normal gravity value computed on the
 BE2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2996.degrees latitude (g = 980.6199 gals.).
 BE2996
 BE2996.The modeled gravity was interpolated from observed gravity values.
 BE2996
 BE2996;                    North         East    Units  Estimated Accuracy
 BE2996;SPC FL N     -   129,410.      478,050.      MT  (+/- 180 meters Scaled)
 BE2996
 BE2996                          SUPERSEDED SURVEY CONTROL
 BE2996
 BE2996.No superseded survey control is available for this station.
 BE2996
 BE2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU188373(NAD 83)
 BE2996_MARKER: DJ = TIDAL STATION DISK
 BE2996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2996_SP_SET: CULVERT HEADWALL
 BE2996_STAMPING: 9155 E 1984
 BE2996_MARK LOGO: NOS   
 BE2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2996+STABILITY: SURFACE MOTION
 BE2996
 BE2996  HISTORY     - Date     Condition        Report By
 BE2996  HISTORY     - 1984     MONUMENTED       FLDNR
 BE2996
 BE2996                          STATION DESCRIPTION
 BE2996
 BE2996'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2996'4.95 MI WSW FROM PANAMA CITY.
 BE2996'BEGIN AT THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 BE2996'0.65 MILE WEST ON U.S. HIGHWAY 98 TO THE JUNCTION OF THOMAS DRIVE, GO
 BE2996'2.9 MILES SOUTHERLY ON THOMAS DRIVE TO THE JUNCTION OF NORTH LAGOON
 BE2996'DRIVE, GO 1.4 MILES WEST ON NORTH LAGOON DRIVE TO THE MARK.  THE MARK
 BE2996'BEARS 19.4 FEET SOUTHWEST OF THE CENTERLINE OF LAGOON DRIVE, 148 FEET
 BE2996'SOUTHEAST OF THE CENTERLINE OF OHENRY DRIVE, AND 30 FEET NORTHWEST OF
 BE2996'THE CENTERLINE OF THE DRIVE TO HOUSE 7201.
 BE2996'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2983 ***********************************************************************
 BE2983  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2983  DESIGNATION -  872 9179 B TIDAL
 BE2983  PID         -  BE2983
 BE2983  STATE/COUNTY-  FL/BAY
 BE2983  USGS QUAD   -  WEST BAY (1994)
 BE2983
 BE2983                         *CURRENT SURVEY CONTROL
 BE2983  ___________________________________________________________________
 BE2983* NAD 83(1986)-  30 18 53.     (N)    085 48 37.     (W)     SCALED    
 BE2983* NAVD 88     -         3.883  (meters)      12.74   (feet)  ADJUSTED  
 BE2983  ___________________________________________________________________
 BE2983  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE2983  DYNAMIC HT  -           3.878 (meters)      12.72  (feet)  COMP
 BE2983  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BE2983
 BE2983  VERT ORDER  -  SECOND    CLASS I
 BE2983
 BE2983.The horizontal coordinates were scaled from a topographic map and have
 BE2983.an estimated accuracy of +/- 6 seconds.
 BE2983
 BE2983.The orthometric height was determined by differential leveling
 BE2983.and adjusted by the National Geodetic Survey in June 1991..
 BE2983
 BE2983.This Tidal Bench Mark is designated as VM 10045
 BE2983.by the Center for Operational Oceanographic Products and Services.
 BE2983
 BE2983.The geoid height was determined by GEOID03.
 BE2983
 BE2983.The dynamic height is computed by dividing the NAVD 88
 BE2983.geopotential number by the normal gravity value computed on the
 BE2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2983.degrees latitude (g = 980.6199 gals.).
 BE2983
 BE2983.The modeled gravity was interpolated from observed gravity values.
 BE2983
 BE2983;                    North         East    Units  Estimated Accuracy
 BE2983;SPC FL N     -   146,460.      473,990.      MT  (+/- 180 meters Scaled)
 BE2983
 BE2983                          SUPERSEDED SURVEY CONTROL
 BE2983
 BE2983.No superseded survey control is available for this station.
 BE2983
 BE2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU143542(NAD 83)
 BE2983_MARKER: DJ = TIDAL STATION DISK
 BE2983_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2983_SP_SET: COPPER-CLAD STEEL ROD
 BE2983_STAMPING: 9179 B 1976
 BE2983_MARK LOGO: NOS   
 BE2983_PROJECTION: PROJECTING 3 CENTIMETERS
 BE2983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2983_ROD/PIPE-DEPTH: 12.2 meters
 BE2983
 BE2983  HISTORY     - Date     Condition        Report By
 BE2983  HISTORY     - 1976     MONUMENTED       NOS
 BE2983  HISTORY     - 1984     GOOD             FLDNR
 BE2983  HISTORY     - 1997     GOOD             USPSQD
 BE2983
 BE2983                          STATION DESCRIPTION
 BE2983
 BE2983'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2983'2.9 MI ENE FROM WEST BAY.
 BE2983'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2983'BAY, GO 2.9 MILES EAST ON COUNTY ROAD 388 TO CROOKED CREEK AND THE
 BE2983'MARK VICINITY.  THE MARK BEARS 235 FEET NORTHEAST OF THE NORTHEAST END
 BE2983'OF THE CROOKED CREEK BRIDGE, 44.2 FEET NORTHWEST OF THE CENTERLINE OF
 BE2983'THE HIGHWAY, 85 FEET NORTH OF THE JUNCTION OF A PRIVATE ROAD LEADING
 BE2983'SOUTH, AND 2.5 FEET SOUTHWEST OF A POWERLINE ANCHOR POLE.
 BE2983
 BE2983                          STATION RECOVERY (1997)
 BE2983
 BE2983'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2982 ***********************************************************************
 BE2982  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2982  DESIGNATION -  872 9179 C TIDAL
 BE2982  PID         -  BE2982
 BE2982  STATE/COUNTY-  FL/BAY
 BE2982  USGS QUAD   -  WEST BAY (1994)
 BE2982
 BE2982                         *CURRENT SURVEY CONTROL
 BE2982  ___________________________________________________________________
 BE2982* NAD 83(1986)-  30 18 54.     (N)    085 48 32.     (W)     SCALED    
 BE2982* NAVD 88     -         4.998  (meters)      16.40   (feet)  ADJUSTED  
 BE2982  ___________________________________________________________________
 BE2982  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE2982  DYNAMIC HT  -           4.992 (meters)      16.38  (feet)  COMP
 BE2982  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BE2982
 BE2982  VERT ORDER  -  SECOND    CLASS I
 BE2982
 BE2982.The horizontal coordinates were scaled from a topographic map and have
 BE2982.an estimated accuracy of +/- 6 seconds.
 BE2982
 BE2982.The orthometric height was determined by differential leveling
 BE2982.and adjusted by the National Geodetic Survey in June 1991..
 BE2982
 BE2982.This Tidal Bench Mark is designated as VM 10046
 BE2982.by the Center for Operational Oceanographic Products and Services.
 BE2982
 BE2982.The geoid height was determined by GEOID03.
 BE2982
 BE2982.The dynamic height is computed by dividing the NAVD 88
 BE2982.geopotential number by the normal gravity value computed on the
 BE2982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2982.degrees latitude (g = 980.6199 gals.).
 BE2982
 BE2982.The modeled gravity was interpolated from observed gravity values.
 BE2982
 BE2982;                    North         East    Units  Estimated Accuracy
 BE2982;SPC FL N     -   146,490.      474,120.      MT  (+/- 180 meters Scaled)
 BE2982
 BE2982                          SUPERSEDED SURVEY CONTROL
 BE2982
 BE2982.No superseded survey control is available for this station.
 BE2982
 BE2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU145542(NAD 83)
 BE2982_MARKER: DJ = TIDAL STATION DISK
 BE2982_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2982_SP_SET: COPPER-CLAD STEEL ROD
 BE2982_STAMPING: 9179 C 1976
 BE2982_MARK LOGO: NOS   
 BE2982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2982
 BE2982  HISTORY     - Date     Condition        Report By
 BE2982  HISTORY     - 1976     MONUMENTED       NOS
 BE2982  HISTORY     - 1984     GOOD             FLDNR
 BE2982  HISTORY     - 1997     GOOD             USPSQD
 BE2982
 BE2982                          STATION DESCRIPTION
 BE2982
 BE2982'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2982'2.9 MI ENE FROM WEST BAY.
 BE2982'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2982'BAY, GO 2.9 MILES EAST ON COUNTY ROAD 388 TO CROOKED CREEK AND THE
 BE2982'MARK VICINITY.  THE MARK BEARS 0.1 MILE NORTHEAST OF THE BRIDGE OVER
 BE2982'CROOKED CREEK, 44.3 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BE2982'96.8 FEET SOUTHWEST OF THE JUNCTION OF A DIRT ROAD, AND 1 FOOT
 BE2982'NORTHWEST OF A POWER POLE WITH AN ATTACHED WITNESS SIGN.  SET ON THE
 BE2982'TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 BE2982
 BE2982                          STATION RECOVERY (1997)
 BE2982
 BE2982'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2986 ***********************************************************************
 BE2986  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2986  DESIGNATION -  872 9179 D TIDAL
 BE2986  PID         -  BE2986
 BE2986  STATE/COUNTY-  FL/BAY
 BE2986  USGS QUAD   -  WEST BAY (1994)
 BE2986
 BE2986                         *CURRENT SURVEY CONTROL
 BE2986  ___________________________________________________________________
 BE2986* NAD 83(1986)-  30 18 44.     (N)    085 48 45.     (W)     SCALED    
 BE2986* NAVD 88     -         4.313  (meters)      14.15   (feet)  ADJUSTED  
 BE2986  ___________________________________________________________________
 BE2986  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE2986  DYNAMIC HT  -           4.307 (meters)      14.13  (feet)  COMP
 BE2986  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BE2986
 BE2986  VERT ORDER  -  SECOND    CLASS I
 BE2986
 BE2986.The horizontal coordinates were scaled from a topographic map and have
 BE2986.an estimated accuracy of +/- 6 seconds.
 BE2986
 BE2986.The orthometric height was determined by differential leveling
 BE2986.and adjusted by the National Geodetic Survey in June 1991..
 BE2986
 BE2986.This Tidal Bench Mark is designated as VM 10047
 BE2986.by the Center for Operational Oceanographic Products and Services.
 BE2986
 BE2986.The geoid height was determined by GEOID03.
 BE2986
 BE2986.The dynamic height is computed by dividing the NAVD 88
 BE2986.geopotential number by the normal gravity value computed on the
 BE2986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2986.degrees latitude (g = 980.6199 gals.).
 BE2986
 BE2986.The modeled gravity was interpolated from observed gravity values.
 BE2986
 BE2986;                    North         East    Units  Estimated Accuracy
 BE2986;SPC FL N     -   146,180.      473,770.      MT  (+/- 180 meters Scaled)
 BE2986
 BE2986                          SUPERSEDED SURVEY CONTROL
 BE2986
 BE2986.No superseded survey control is available for this station.
 BE2986
 BE2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU141539(NAD 83)
 BE2986_MARKER: DJ = TIDAL STATION DISK
 BE2986_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE2986_SP_SET: COPPER-CLAD STEEL ROD
 BE2986_STAMPING: 9179 D 1976
 BE2986_MARK LOGO: NOS   
 BE2986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE2986
 BE2986  HISTORY     - Date     Condition        Report By
 BE2986  HISTORY     - 1976     MONUMENTED       NOS
 BE2986  HISTORY     - 1984     GOOD             FLDNR
 BE2986  HISTORY     - 1997     GOOD             USPSQD
 BE2986
 BE2986                          STATION DESCRIPTION
 BE2986
 BE2986'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2986'2.9 MI ENE FROM WEST BAY.
 BE2986'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2986'BAY, GO 2.9 MILES EAST ON COUNTY ROAD 388 TO CROOKED CREEK AND THE
 BE2986'MARK VICINITY.  THE MARK BEARS 400 FEET SOUTHWEST OF THE BRIDGE OVER
 BE2986'CROOKED CREEK, 55.8 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8
 BE2986'FEET SOUTHEAST OF A POWER POLE, AND 1 FOOT NORTHWEST OF A WITNESS
 BE2986'POST.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD PROJECTING 3 INCHES
 BE2986'ABOVE THE GROUND.
 BE2986'THE MARK IS 2 FT ABOVE ROAD.
 BE2986
 BE2986                          STATION RECOVERY (1997)
 BE2986
 BE2986'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2985 ***********************************************************************
 BE2985  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2985  DESIGNATION -  872 9179 F TIDAL FLDT
 BE2985  PID         -  BE2985
 BE2985  STATE/COUNTY-  FL/BAY
 BE2985  USGS QUAD   -  WEST BAY (1994)
 BE2985
 BE2985                         *CURRENT SURVEY CONTROL
 BE2985  ___________________________________________________________________
 BE2985* NAD 83(1986)-  30 18 49.     (N)    085 48 41.     (W)     SCALED    
 BE2985* NAVD 88     -         4.416  (meters)      14.49   (feet)  ADJUSTED  
 BE2985  ___________________________________________________________________
 BE2985  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE2985  DYNAMIC HT  -           4.410 (meters)      14.47  (feet)  COMP
 BE2985  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BE2985
 BE2985  VERT ORDER  -  SECOND    CLASS I
 BE2985
 BE2985.The horizontal coordinates were scaled from a topographic map and have
 BE2985.an estimated accuracy of +/- 6 seconds.
 BE2985
 BE2985.The orthometric height was determined by differential leveling
 BE2985.and adjusted by the National Geodetic Survey in June 1991..
 BE2985
 BE2985.This Tidal Bench Mark is designated as VM 10049
 BE2985.by the Center for Operational Oceanographic Products and Services.
 BE2985
 BE2985.The geoid height was determined by GEOID03.
 BE2985
 BE2985.The dynamic height is computed by dividing the NAVD 88
 BE2985.geopotential number by the normal gravity value computed on the
 BE2985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2985.degrees latitude (g = 980.6199 gals.).
 BE2985
 BE2985.The modeled gravity was interpolated from observed gravity values.
 BE2985
 BE2985;                    North         East    Units  Estimated Accuracy
 BE2985;SPC FL N     -   146,340.      473,880.      MT  (+/- 180 meters Scaled)
 BE2985
 BE2985                          SUPERSEDED SURVEY CONTROL
 BE2985
 BE2985.No superseded survey control is available for this station.
 BE2985
 BE2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU142541(NAD 83)
 BE2985_MARKER: DD = SURVEY DISK
 BE2985_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE2985_SP_SET: BRIDGE RAILING
 BE2985_STAMPING: 9179 F
 BE2985_MARK LOGO: FLDT  
 BE2985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE2985
 BE2985  HISTORY     - Date     Condition        Report By
 BE2985  HISTORY     - UNK      MONUMENTED       FLDT
 BE2985  HISTORY     - 1984     GOOD             FLDNR
 BE2985
 BE2985                          STATION DESCRIPTION
 BE2985
 BE2985'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2985'2.9 MI ENE FROM WEST BAY.
 BE2985'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2985'BAY, GO 2.9 MILES EAST ON COUNTY ROAD 388 TO CROOKED CREEK AND THE
 BE2985'MARK VICINITY.  THE MARK IS SET IN THE BRIDGE RAILING AT THE WEST
 BE2985'CORNER OF THE CROOKED CREEK BRIDGE, 18 FEET NORTHWEST OF THE
 BE2985'CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTHEAST OF THE SOUTHWEST END
 BE2985'OF THE RAIL.
 BE2985'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2984 ***********************************************************************
 BE2984  TIDAL BM    -  This is a Tidal Bench Mark.
 BE2984  DESIGNATION -  872 9179 TIDAL A 76
 BE2984  PID         -  BE2984
 BE2984  STATE/COUNTY-  FL/BAY
 BE2984  USGS QUAD   -  WEST BAY (1994)
 BE2984
 BE2984                         *CURRENT SURVEY CONTROL
 BE2984  ___________________________________________________________________
 BE2984* NAD 83(1986)-  30 18 49.     (N)    085 48 37.     (W)     SCALED    
 BE2984* NAVD 88     -         3.861  (meters)      12.67   (feet)  ADJUSTED  
 BE2984  ___________________________________________________________________
 BE2984  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE2984  DYNAMIC HT  -           3.856 (meters)      12.65  (feet)  COMP
 BE2984  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 BE2984
 BE2984  VERT ORDER  -  SECOND    CLASS I
 BE2984
 BE2984.The horizontal coordinates were scaled from a topographic map and have
 BE2984.an estimated accuracy of +/- 6 seconds.
 BE2984
 BE2984.The orthometric height was determined by differential leveling
 BE2984.and adjusted by the National Geodetic Survey in June 1991..
 BE2984
 BE2984.This Tidal Bench Mark is designated as VM 10044
 BE2984.by the Center for Operational Oceanographic Products and Services.
 BE2984
 BE2984.The geoid height was determined by GEOID03.
 BE2984
 BE2984.The dynamic height is computed by dividing the NAVD 88
 BE2984.geopotential number by the normal gravity value computed on the
 BE2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2984.degrees latitude (g = 980.6199 gals.).
 BE2984
 BE2984.The modeled gravity was interpolated from observed gravity values.
 BE2984
 BE2984;                    North         East    Units  Estimated Accuracy
 BE2984;SPC FL N     -   146,340.      473,980.      MT  (+/- 180 meters Scaled)
 BE2984
 BE2984                          SUPERSEDED SURVEY CONTROL
 BE2984
 BE2984.No superseded survey control is available for this station.
 BE2984
 BE2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU143541(NAD 83)
 BE2984_MARKER: DD = SURVEY DISK
 BE2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2984_SP_SET: CONCRETE POST
 BE2984_STAMPING: 9179 A76 RS 1977
 BE2984_MARK LOGO: FLDT  
 BE2984_PROJECTION: FLUSH
 BE2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2984+STABILITY: SURFACE MOTION
 BE2984
 BE2984  HISTORY     - Date     Condition        Report By
 BE2984  HISTORY     - 1977     MONUMENTED       FLDT
 BE2984  HISTORY     - 1984     GOOD             FLDNR
 BE2984  HISTORY     - 1997     GOOD             USPSQD
 BE2984
 BE2984                          STATION DESCRIPTION
 BE2984
 BE2984'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE2984'2.9 MI ENE FROM WEST BAY.
 BE2984'BEGIN AT THE JUNCTION OF COUNTY ROAD 388 WITH STATE ROAD 79 IN WEST
 BE2984'BAY, GO 2.9 MILES EAST ON COUNTY ROAD 388 TO CROOKED CREEK AND THE
 BE2984'MARK VICINITY.  THE MARK BEARS 49.9 FEET SOUTH-SOUTHEAST OF THE
 BE2984'CENTERLINE OF THE ROAD, 57.4 FEET SOUTHWEST OF THE FIRST POWER POLE
 BE2984'EAST OF THE BRIDGE AND ON THE SOUTH SIDE OF THE ROAD, 40.4 FEET
 BE2984'SOUTHWEST OF THE CENTERLINE OF A PRIVATE ROAD, AND 0.5 FOOT NORTHWEST
 BE2984'OF A WITNESS POST.
 BE2984
 BE2984                          STATION RECOVERY (1997)
 BE2984
 BE2984'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE2984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3004 ***********************************************************************
 BE3004  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3004  DESIGNATION -  872 9189 B TIDAL
 BE3004  PID         -  BE3004
 BE3004  STATE/COUNTY-  FL/BAY
 BE3004  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE3004
 BE3004                         *CURRENT SURVEY CONTROL
 BE3004  ___________________________________________________________________
 BE3004* NAD 83(1986)-  30 11 24.     (N)    085 49 52.     (W)     SCALED    
 BE3004* NAVD 88     -         7.135  (meters)      23.41   (feet)  ADJUSTED  
 BE3004  ___________________________________________________________________
 BE3004  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3004  DYNAMIC HT  -           7.126 (meters)      23.38  (feet)  COMP
 BE3004  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 BE3004
 BE3004  VERT ORDER  -  SECOND    CLASS I
 BE3004
 BE3004.The horizontal coordinates were scaled from a topographic map and have
 BE3004.an estimated accuracy of +/- 6 seconds.
 BE3004
 BE3004.The orthometric height was determined by differential leveling
 BE3004.and adjusted by the National Geodetic Survey in June 1991..
 BE3004
 BE3004.This Tidal Bench Mark is designated as VM 10051
 BE3004.by the Center for Operational Oceanographic Products and Services.
 BE3004
 BE3004.The geoid height was determined by GEOID03.
 BE3004
 BE3004.The dynamic height is computed by dividing the NAVD 88
 BE3004.geopotential number by the normal gravity value computed on the
 BE3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3004.degrees latitude (g = 980.6199 gals.).
 BE3004
 BE3004.The modeled gravity was interpolated from observed gravity values.
 BE3004
 BE3004;                    North         East    Units  Estimated Accuracy
 BE3004;SPC FL N     -   132,660.      471,820.      MT  (+/- 180 meters Scaled)
 BE3004
 BE3004                          SUPERSEDED SURVEY CONTROL
 BE3004
 BE3004.No superseded survey control is available for this station.
 BE3004
 BE3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU125404(NAD 83)
 BE3004_MARKER: DJ = TIDAL STATION DISK
 BE3004_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE3004+WITH SETTING: PAVEMENT
 BE3004_SP_SET: LIGHT POLE BASE
 BE3004_STAMPING: 9189 B 1976
 BE3004_MARK LOGO: NOS   
 BE3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3004+STABILITY: SURFACE MOTION
 BE3004
 BE3004  HISTORY     - Date     Condition        Report By
 BE3004  HISTORY     - 1976     MONUMENTED       NOS
 BE3004  HISTORY     - 1984     SEE DESCRIPTION  FLDNR
 BE3004  HISTORY     - 19970301 GOOD             USPSQD
 BE3004  HISTORY     - 20050408 GOOD             USPSQD
 BE3004
 BE3004                          STATION DESCRIPTION
 BE3004
 BE3004'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3004'IN PANAMA CITY BEACH.
 BE3004'IN PANAMA CITY BEACH, AT THE SOUTHERN END OF THE BAY COUNTY MUNICIPAL
 BE3004'PIER, SET FLUSH IN THE CONCRETE FOUNDATION OF A TRAFFIC LIGHT POLE ON
 BE3004'THE SOUTH SIDE OF THE HIGHWAY IN THE SOUTHEAST CORNER OF THE
 BE3004'FOUNDATION, 9.1 METERS (29.7 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY
 BE3004'98, 44.3 METERS (145.2 FT) SOUTHWEST OF MARK 872 9189 A TIDAL, 0.8 KM
 BE3004'(0.5 MI) WEST OF BENCH MARK V 182, AND APPROXIMATELY 0.3 METER
 BE3004'(1.0 FT) ABOVE THE HIGHWAY.  NOTE--USE WITH CAUTION AS THE LIGHT POLE
 BE3004'AND FOUNDATION ARE LEANING.
 BE3004
 BE3004                          STATION RECOVERY (1997)
 BE3004
 BE3004'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE3004'RECOVERED IN GOOD CONDITION.
 BE3004
 BE3004                          STATION RECOVERY (2005)
 BE3004
 BE3004'RECOVERY NOTE BY US POWER SQUADRON 2005
 BE3004'ACROSS HIGHWAY FROM GOOFY GOLF
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3003 ***********************************************************************
 BE3003  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3003  DESIGNATION -  872 9189 F TIDAL
 BE3003  PID         -  BE3003
 BE3003  STATE/COUNTY-  FL/BAY
 BE3003  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE3003
 BE3003                         *CURRENT SURVEY CONTROL
 BE3003  ___________________________________________________________________
 BE3003* NAD 83(1986)-  30 11 22.     (N)    085 49 49.     (W)     SCALED    
 BE3003* NAVD 88     -         5.702  (meters)      18.71   (feet)  ADJUSTED  
 BE3003  ___________________________________________________________________
 BE3003  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3003  DYNAMIC HT  -           5.695 (meters)      18.68  (feet)  COMP
 BE3003  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 BE3003
 BE3003  VERT ORDER  -  SECOND    CLASS I
 BE3003
 BE3003.The horizontal coordinates were scaled from a topographic map and have
 BE3003.an estimated accuracy of +/- 6 seconds.
 BE3003
 BE3003.The orthometric height was determined by differential leveling
 BE3003.and adjusted by the National Geodetic Survey in June 1991..
 BE3003
 BE3003.This Tidal Bench Mark is designated as VM 10056
 BE3003.by the Center for Operational Oceanographic Products and Services.
 BE3003
 BE3003.The geoid height was determined by GEOID03.
 BE3003
 BE3003.The dynamic height is computed by dividing the NAVD 88
 BE3003.geopotential number by the normal gravity value computed on the
 BE3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3003.degrees latitude (g = 980.6199 gals.).
 BE3003
 BE3003.The modeled gravity was interpolated from observed gravity values.
 BE3003
 BE3003;                    North         East    Units  Estimated Accuracy
 BE3003;SPC FL N     -   132,590.      471,900.      MT  (+/- 180 meters Scaled)
 BE3003
 BE3003                          SUPERSEDED SURVEY CONTROL
 BE3003
 BE3003.No superseded survey control is available for this station.
 BE3003
 BE3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU126403(NAD 83)
 BE3003_MARKER: DJ = TIDAL STATION DISK
 BE3003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3003_SP_SET: CULVERT WINGWALL
 BE3003_STAMPING: 9189 F 1984
 BE3003_MARK LOGO: NOS   
 BE3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3003+STABILITY: SURFACE MOTION
 BE3003
 BE3003  HISTORY     - Date     Condition        Report By
 BE3003  HISTORY     - 1984     MONUMENTED       FLDNR
 BE3003
 BE3003                          STATION DESCRIPTION
 BE3003
 BE3003'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3003'IN PANAMA CITY BEACH.
 BE3003'IN PANAMA CITY BEACH, THE MARK IS NEAR THE MIRACLE STRIP AMUSEMENT
 BE3003'PARK, 0.05 MILE WEST OF THE JUNCTION OF ALF COLEMAN ROAD WITH U.S.
 BE3003'ALTERNATE HIGHWAY 98, 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BE3003'5 FEET WEST OF THE CENTER OF THE CULVERT, AND SOUTHEAST OF, AND ACROSS
 BE3003'THE HIGHWAY FROM, THE GOOFY GOLF MINIATURE GOLF COURSE.
 BE3003'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3002 ***********************************************************************
 BE3002  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3002  DESIGNATION -  872 9189 G TIDAL
 BE3002  PID         -  BE3002
 BE3002  STATE/COUNTY-  FL/BAY
 BE3002  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE3002
 BE3002                         *CURRENT SURVEY CONTROL
 BE3002  ___________________________________________________________________
 BE3002* NAD 83(1986)-  30 11 26.     (N)    085 49 42.     (W)     SCALED    
 BE3002* NAVD 88     -         5.243  (meters)      17.20   (feet)  ADJUSTED  
 BE3002  ___________________________________________________________________
 BE3002  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3002  DYNAMIC HT  -           5.236 (meters)      17.18  (feet)  COMP
 BE3002  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 BE3002
 BE3002  VERT ORDER  -  SECOND    CLASS I
 BE3002
 BE3002.The horizontal coordinates were scaled from a topographic map and have
 BE3002.an estimated accuracy of +/- 6 seconds.
 BE3002
 BE3002.The orthometric height was determined by differential leveling
 BE3002.and adjusted by the National Geodetic Survey in June 1991..
 BE3002
 BE3002.This Tidal Bench Mark is designated as VM 10057
 BE3002.by the Center for Operational Oceanographic Products and Services.
 BE3002
 BE3002.The geoid height was determined by GEOID03.
 BE3002
 BE3002.The dynamic height is computed by dividing the NAVD 88
 BE3002.geopotential number by the normal gravity value computed on the
 BE3002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3002.degrees latitude (g = 980.6199 gals.).
 BE3002
 BE3002.The modeled gravity was interpolated from observed gravity values.
 BE3002
 BE3002;                    North         East    Units  Estimated Accuracy
 BE3002;SPC FL N     -   132,720.      472,090.      MT  (+/- 180 meters Scaled)
 BE3002
 BE3002                          SUPERSEDED SURVEY CONTROL
 BE3002
 BE3002.No superseded survey control is available for this station.
 BE3002
 BE3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU127404(NAD 83)
 BE3002_MARKER: DJ = TIDAL STATION DISK
 BE3002_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE3002+WITH SETTING: PAVEMENT
 BE3002_SP_SET: CONCRETE BASE OF LAMP POST
 BE3002_STAMPING: 9189 G 1984
 BE3002_MARK LOGO: NOS   
 BE3002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3002+STABILITY: SURFACE MOTION
 BE3002
 BE3002  HISTORY     - Date     Condition        Report By
 BE3002  HISTORY     - 1984     MONUMENTED       FLDNR
 BE3002
 BE3002                          STATION DESCRIPTION
 BE3002
 BE3002'DESCRIBED BY FL DEPT OF NAT RES 1984
 BE3002'IN PANAMA CITY BEACH.
 BE3002'IN PANAMA CITY BEACH, THE MARK IS LOCATED IN THE WESTERNMOST PARKING
 BE3002'LOT OF THE MIRACLE STRIP AMUSEMENT PARK, 125 FEET WEST OF THE
 BE3002'CENTERLINE OF ALF COLEMAN ROAD, 107 FEET NORTHWEST OF THE NORTHEAST
 BE3002'FENCE CORNER OF THE MIRACLE STRIP MINIATURE GOLF COURSE, AND IS SET IN
 BE3002'THE TOP OF A 3-FOOT BY 3-FOOT CONCRETE BASE FOR THE SOUTHERNMOST LAMP
 BE3002'POST IN THE PARKING LOT.
 BE3002'THE MARK IS 3 FT ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1919 ***********************************************************************
 BE1919  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1919  DESIGNATION -  872 9193 A TIDAL
 BE1919  PID         -  BE1919
 BE1919  STATE/COUNTY-  FL/BAY
 BE1919  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1919
 BE1919                         *CURRENT SURVEY CONTROL
 BE1919  ___________________________________________________________________
 BE1919* NAD 83(1986)-  30 13 37.     (N)    085 50 14.     (W)     SCALED    
 BE1919* NAVD 88     -         1.224  (meters)       4.02   (feet)  ADJUSTED  
 BE1919  ___________________________________________________________________
 BE1919  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE1919  DYNAMIC HT  -           1.222 (meters)       4.01  (feet)  COMP
 BE1919  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BE1919
 BE1919  VERT ORDER  -  SECOND    CLASS I
 BE1919
 BE1919.The horizontal coordinates were scaled from a topographic map and have
 BE1919.an estimated accuracy of +/- 6 seconds.
 BE1919
 BE1919.The orthometric height was determined by differential leveling
 BE1919.and adjusted by the National Geodetic Survey in June 1991..
 BE1919
 BE1919.This Tidal Bench Mark is designated as VM 10059
 BE1919.by the Center for Operational Oceanographic Products and Services.
 BE1919
 BE1919.The geoid height was determined by GEOID03.
 BE1919
 BE1919.The dynamic height is computed by dividing the NAVD 88
 BE1919.geopotential number by the normal gravity value computed on the
 BE1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1919.degrees latitude (g = 980.6199 gals.).
 BE1919
 BE1919.The modeled gravity was interpolated from observed gravity values.
 BE1919
 BE1919;                    North         East    Units  Estimated Accuracy
 BE1919;SPC FL N     -   136,760.      471,280.      MT  (+/- 180 meters Scaled)
 BE1919
 BE1919                          SUPERSEDED SURVEY CONTROL
 BE1919
 BE1919.No superseded survey control is available for this station.
 BE1919
 BE1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU118445(NAD 83)
 BE1919_MARKER: DB = BENCH MARK DISK
 BE1919_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1919_SP_SET: COPPER-CLAD STEEL ROD
 BE1919_STAMPING: 9193 A 1976
 BE1919_MARK LOGO: NOS   
 BE1919_PROJECTION: PROJECTING 5 CENTIMETERS
 BE1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1919_ROD/PIPE-DEPTH: 12.2 meters
 BE1919
 BE1919  HISTORY     - Date     Condition        Report By
 BE1919  HISTORY     - 1976     MONUMENTED       NOS
 BE1919  HISTORY     - 1979     GOOD             FLDNR
 BE1919  HISTORY     - 1984     GOOD             FLDNR
 BE1919  HISTORY     - 1997     GOOD             USPSQD
 BE1919  HISTORY     - 20041204 MARK NOT FOUND   USPSQD
 BE1919
 BE1919                          STATION DESCRIPTION
 BE1919
 BE1919'DESCRIBED BY FL DEPT OF NAT RES 1979
 BE1919'1.5 MI NORTH FROM PANAMA CITY BEACH.
 BE1919'BEGIN AT THE INTERSECTION OF STATE ROAD 79 AND US 98 IN PANAMA CITY
 BE1919'BEACH. PROCEED 1.2 MILES NORTH ALONG STATE ROAD 79 TO A MAIN POWER
 BE1919'LINE AND MAINTENENCE ROAD, THENCE 2.55 MILES EAST ALONG MAINTENENCE
 BE1919'ROAD TO A DIRT ROAD LEADING NORTH, THENCE 0.4 MILE NORTH ALONG DIRT
 BE1919'ROAD TO ANOTHER DIRT ROAD LEADING EAST, THENCE EAST ON THIS DIRT ROAD
 BE1919'TO ITS END. THE MARK BEARS 16.8 FEET WEST OF AN 18 INCH DIAMETER OAK
 BE1919'TREE, 15.0 FEET SOUTH SOUTHWEST OF THE APPARENT HIGH WATER LINE, AND
 BE1919'300 FEET WEST OF BENCH MARK -9193 E 1976.-
 BE1919'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 BE1919
 BE1919                          STATION RECOVERY (1984)
 BE1919
 BE1919'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1919'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1919'WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREW BAY, GO 0.8 MILE WEST
 BE1919'ON U.S. HIGHWAY 98 TO ITS Y-FORK WITH U.S. ALTERNATE 98, GO 4.9 MILES
 BE1919'WEST ON U.S. 98 TO THE ENTRANCE TO COLONY CLUB, GO 1 MILE NORTHERLY ON
 BE1919'FAIRWAY BOULEVARD TO THE JUNCTION OF A GRADED DIRT ROAD, GO 0.6 MILE
 BE1919'NORTH ON THE DIRT ROAD TO A T-JUNCTION, GO 0.45 MILE EAST ON THE
 BE1919'GRADED DIRT ROAD TO ITS END AND A SAND ROAD CONTINUING EAST, CONTINUE
 BE1919'0.1 MILE EAST ON THE SAND ROAD TO ITS END AND THE MARK.  THE MARK
 BE1919'BEARS ABOUT 150 FEET NORTH OF THE DIRT ROAD, 300 FEET WEST OF THE END
 BE1919'OF THE ROAD, 15 FEET SOUTH-SOUTHWEST OF THE APPARENT HIGH WATER LINE,
 BE1919'16.8 FEET WEST OF AN 18-INCH DIAMETER OAK TREE, AND 0.3 FOOT
 BE1919'WEST-SOUTHWEST OF A WITNESS POST.
 BE1919
 BE1919                          STATION RECOVERY (1997)
 BE1919
 BE1919'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE1919'RECOVERED IN GOOD CONDITION.
 BE1919
 BE1919                          STATION RECOVERY (2004)
 BE1919
 BE1919'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE1919'APPARENTLY NOW 40 FEET OUT IN THE WATER
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1918 ***********************************************************************
 BE1918  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1918  DESIGNATION -  872 9193 B TIDAL
 BE1918  PID         -  BE1918
 BE1918  STATE/COUNTY-  FL/BAY
 BE1918  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1918
 BE1918                         *CURRENT SURVEY CONTROL
 BE1918  ___________________________________________________________________
 BE1918* NAD 83(1986)-  30 13 35.     (N)    085 50 13.     (W)     SCALED    
 BE1918* NAVD 88     -         1.117  (meters)       3.66   (feet)  ADJUSTED  
 BE1918  ___________________________________________________________________
 BE1918  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE1918  DYNAMIC HT  -           1.115 (meters)       3.66  (feet)  COMP
 BE1918  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BE1918
 BE1918  VERT ORDER  -  SECOND    CLASS I
 BE1918
 BE1918.The horizontal coordinates were scaled from a topographic map and have
 BE1918.an estimated accuracy of +/- 6 seconds.
 BE1918
 BE1918.The orthometric height was determined by differential leveling
 BE1918.and adjusted by the National Geodetic Survey in June 1991..
 BE1918
 BE1918.This Tidal Bench Mark is designated as VM 10060
 BE1918.by the Center for Operational Oceanographic Products and Services.
 BE1918
 BE1918.The geoid height was determined by GEOID03.
 BE1918
 BE1918.The dynamic height is computed by dividing the NAVD 88
 BE1918.geopotential number by the normal gravity value computed on the
 BE1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1918.degrees latitude (g = 980.6199 gals.).
 BE1918
 BE1918.The modeled gravity was interpolated from observed gravity values.
 BE1918
 BE1918;                    North         East    Units  Estimated Accuracy
 BE1918;SPC FL N     -   136,700.      471,310.      MT  (+/- 180 meters Scaled)
 BE1918
 BE1918                          SUPERSEDED SURVEY CONTROL
 BE1918
 BE1918.No superseded survey control is available for this station.
 BE1918
 BE1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU119444(NAD 83)
 BE1918_MARKER: DB = BENCH MARK DISK
 BE1918_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1918_SP_SET: COPPER-CLAD STEEL ROD
 BE1918_STAMPING: 9193 B 1976
 BE1918_MARK LOGO: NOS   
 BE1918_PROJECTION: PROJECTING 5 CENTIMETERS
 BE1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1918+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 BE1918_ROD/PIPE-DEPTH: 12.2 meters
 BE1918
 BE1918  HISTORY     - Date     Condition        Report By
 BE1918  HISTORY     - 1976     MONUMENTED       NOS
 BE1918  HISTORY     - 1979     GOOD             FLDNR
 BE1918  HISTORY     - 1984     GOOD             FLDNR
 BE1918  HISTORY     - 1997     GOOD             USPSQD
 BE1918  HISTORY     - 20041204 GOOD             USPSQD
 BE1918
 BE1918                          STATION DESCRIPTION
 BE1918
 BE1918'DESCRIBED BY FL DEPT OF NAT RES 1979
 BE1918'1.5 MI NORTH FROM PANAMA CITTY BEACH.
 BE1918'BEGIN AT THE INTERSECTION OF STATE ROAD 79 AND US 98 IN PANAMA CITY
 BE1918'BEACH. PROCEED 1.2 MILES NORTH ALONG STATE ROAD 79 TO A MAIN POWER
 BE1918'LINE AND MAINTENENCE ROAD, THENCE 2.55 MILES EAST ALONG MAINTENENCE
 BE1918'ROAD TO A DIRT ROAD LEADING NORTH, THENCE 0.4 MILES NORTH ALONG DIRT
 BE1918'ROAD TO ANOTHER DIRT ROAD LEADING EAST, THENCE EAST ON THIS DIRT ROAD
 BE1918'TO ITS END. THE MARK BEARS 12.4 FEET SOUTHEAST OF AN 18 INCH DIAMETER
 BE1918'OAK TREE, 22.9 FEET NORTH NORTHWEST OF ANOTHER OAK TREE, 70 FEET
 BE1918'SOUTH OF THE DIRT ROAD, AND 161.4 FEET WEST OF BENCH MARK -9193 C
 BE1918'1976.-
 BE1918'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BE1918
 BE1918                          STATION RECOVERY (1984)
 BE1918
 BE1918'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1918'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1918'WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREW BAY, GO 0.8 MILE WEST
 BE1918'ON U.S. HIGHWAY 98 TO ITS Y-FORK WITH U.S. ALTERNATE 98, GO 4.9 MILES
 BE1918'WEST ON U.S. 98 TO THE ENTRANCE TO COLONY CLUB, GO 1 MILE NORTHERLY ON
 BE1918'FAIRWAY BOULEVARD TO THE JUNCTION OF A GRADED DIRT ROAD, GO 0.6 MILE
 BE1918'NORTH ON THE DIRT ROAD TO A T-JUNCTION, GO 0.45 MILE EAST ON THE
 BE1918'GRADED DIRT ROAD TO ITS END AND A SAND ROAD CONTINUING EAST, CONTINUE
 BE1918'0.1 MILE EAST ON THE SAND ROAD TO ITS END AND THE MARK.  THE MARK
 BE1918'BEARS 30 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 12.4 FEET
 BE1918'SOUTHEAST OF AN 18-INCH DIAMETER OAK, 22.9 FEET NORTH-NORTHWEST OF
 BE1918'ANOTHER OAK, AND 0.5 FOOT EAST OF A WITNESS POST.
 BE1918
 BE1918                          STATION RECOVERY (1997)
 BE1918
 BE1918'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE1918'RECOVERED IN GOOD CONDITION.
 BE1918
 BE1918                          STATION RECOVERY (2004)
 BE1918
 BE1918'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1917 ***********************************************************************
 BE1917  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1917  DESIGNATION -  872 9193 C TIDAL
 BE1917  PID         -  BE1917
 BE1917  STATE/COUNTY-  FL/BAY
 BE1917  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1917
 BE1917                         *CURRENT SURVEY CONTROL
 BE1917  ___________________________________________________________________
 BE1917* NAD 83(1986)-  30 13 34.     (N)    085 50 10.     (W)     SCALED    
 BE1917* NAVD 88     -         1.194  (meters)       3.92   (feet)  ADJUSTED  
 BE1917  ___________________________________________________________________
 BE1917  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE1917  DYNAMIC HT  -           1.192 (meters)       3.91  (feet)  COMP
 BE1917  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BE1917
 BE1917  VERT ORDER  -  SECOND    CLASS I
 BE1917
 BE1917.The horizontal coordinates were scaled from a topographic map and have
 BE1917.an estimated accuracy of +/- 6 seconds.
 BE1917
 BE1917.The orthometric height was determined by differential leveling
 BE1917.and adjusted by the National Geodetic Survey in June 1991..
 BE1917
 BE1917.This Tidal Bench Mark is designated as VM 10061
 BE1917.by the Center for Operational Oceanographic Products and Services.
 BE1917
 BE1917.The geoid height was determined by GEOID03.
 BE1917
 BE1917.The dynamic height is computed by dividing the NAVD 88
 BE1917.geopotential number by the normal gravity value computed on the
 BE1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1917.degrees latitude (g = 980.6199 gals.).
 BE1917
 BE1917.The modeled gravity was interpolated from observed gravity values.
 BE1917
 BE1917;                    North         East    Units  Estimated Accuracy
 BE1917;SPC FL N     -   136,670.      471,390.      MT  (+/- 180 meters Scaled)
 BE1917
 BE1917                          SUPERSEDED SURVEY CONTROL
 BE1917
 BE1917.No superseded survey control is available for this station.
 BE1917
 BE1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU120444(NAD 83)
 BE1917_MARKER: DB = BENCH MARK DISK
 BE1917_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1917_SP_SET: COPPER-CLAD STEEL ROD
 BE1917_STAMPING: 9193 C 1976
 BE1917_MARK LOGO: NOS   
 BE1917_PROJECTION: PROJECTING 8 CENTIMETERS
 BE1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1917_ROD/PIPE-DEPTH: 12.2 meters
 BE1917
 BE1917  HISTORY     - Date     Condition        Report By
 BE1917  HISTORY     - 1976     MONUMENTED       NOS
 BE1917  HISTORY     - 1979     GOOD             FLDNR
 BE1917  HISTORY     - 1984     GOOD             FLDNR
 BE1917  HISTORY     - 1997     GOOD             USPSQD
 BE1917
 BE1917                          STATION DESCRIPTION
 BE1917
 BE1917'DESCRIBED BY FL DEPT OF NAT RES 1979
 BE1917'1.5 MI NORTH FROM PANAMA CITY BEACH.
 BE1917'BEGIN AT THE INTERSECTION OF STATE ROAD 79 AND US 98 IN PANAMA CITY
 BE1917'BEACH. PROCEED 1.2 MILES NORTH ALONG STATE ROAD 79 TO A MAIN POWER
 BE1917'LINE AND MAINTENENCE ROAD, THENCE 2.55 MILES EAST ALONG MAINTENENCE
 BE1917'ROAD TO A DIRT ROAD LEADING NORTH, THENCE 0.4 MILE NORTH ALONG DIRT
 BE1917'ROAD TOT ANOTHER DIRT ROAD LEADING EAST, THENCE EAST ON THIS DIRT ROAD
 BE1917'TO ITS END. THE MARK BEARS 46.6 FEET SOUTH OF A 2 FOOT DIAMETER OAK
 BE1917'TREE, 85.2 FEET SOUTH SOUTHEAST OF THE DIRT ROAD, AND 190 FEET WEST OF
 BE1917'BENCH MARK -9193 D 1976.-
 BE1917'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BE1917
 BE1917                          STATION RECOVERY (1984)
 BE1917
 BE1917'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1917'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1917'WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREW BAY, GO 0.8 MILE WEST
 BE1917'ON U.S. HIGHWAY 98 TO ITS Y-FORK WITH U.S. ALTERNATE 98, GO 4.9 MILES
 BE1917'WEST ON U.S. 98 TO THE ENTRANCE TO COLONY CLUB, GO 1 MILE NORTHERLY ON
 BE1917'FAIRWAY BOULEVARD TO THE JUNCTION OF A GRADED DIRT ROAD, GO 0.6 MILE
 BE1917'NORTH ON THE DIRT ROAD TO A T-JUNCTION, GO 0.45 MILE EAST ON THE
 BE1917'GRADED DIRT ROAD TO ITS END AND A SAND ROAD CONTINUING EAST, CONTINUE
 BE1917'0.1 MILE EAST ON THE SAND ROAD TO ITS END AND THE MARK.  THE MARK
 BE1917'BEARS 46.6 FEET SOUTH OF A 24-INCH DIAMETER OAK, 85.2 FEET
 BE1917'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 190 FEET WEST OF TIDAL
 BE1917'BENCH MARK 9193 D 1976, AND 0.4 FOOT WEST OF A WITNESS POST.
 BE1917
 BE1917                          STATION RECOVERY (1997)
 BE1917
 BE1917'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1916 ***********************************************************************
 BE1916  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1916  DESIGNATION -  872 9193 D TIDAL
 BE1916  PID         -  BE1916
 BE1916  STATE/COUNTY-  FL/BAY
 BE1916  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1916
 BE1916                         *CURRENT SURVEY CONTROL
 BE1916  ___________________________________________________________________
 BE1916* NAD 83(1986)-  30 13 35.     (N)    085 50 07.     (W)     SCALED    
 BE1916* NAVD 88     -         1.143  (meters)       3.75   (feet)  ADJUSTED  
 BE1916  ___________________________________________________________________
 BE1916  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE1916  DYNAMIC HT  -           1.141 (meters)       3.74  (feet)  COMP
 BE1916  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BE1916
 BE1916  VERT ORDER  -  SECOND    CLASS I
 BE1916
 BE1916.The horizontal coordinates were scaled from a topographic map and have
 BE1916.an estimated accuracy of +/- 6 seconds.
 BE1916
 BE1916.The orthometric height was determined by differential leveling
 BE1916.and adjusted by the National Geodetic Survey in June 1991..
 BE1916
 BE1916.This Tidal Bench Mark is designated as VM 10062
 BE1916.by the Center for Operational Oceanographic Products and Services.
 BE1916
 BE1916.The geoid height was determined by GEOID03.
 BE1916
 BE1916.The dynamic height is computed by dividing the NAVD 88
 BE1916.geopotential number by the normal gravity value computed on the
 BE1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1916.degrees latitude (g = 980.6199 gals.).
 BE1916
 BE1916.The modeled gravity was interpolated from observed gravity values.
 BE1916
 BE1916;                    North         East    Units  Estimated Accuracy
 BE1916;SPC FL N     -   136,700.      471,470.      MT  (+/- 180 meters Scaled)
 BE1916
 BE1916                          SUPERSEDED SURVEY CONTROL
 BE1916
 BE1916.No superseded survey control is available for this station.
 BE1916
 BE1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU120444(NAD 83)
 BE1916_MARKER: DB = BENCH MARK DISK
 BE1916_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1916_SP_SET: COPPER-CLAD STEEL ROD
 BE1916_STAMPING: 9193 D 1976
 BE1916_MARK LOGO: NOS   
 BE1916_PROJECTION: PROJECTING 5 CENTIMETERS
 BE1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1916_ROD/PIPE-DEPTH: 12.2 meters
 BE1916
 BE1916  HISTORY     - Date     Condition        Report By
 BE1916  HISTORY     - 1976     MONUMENTED       NOS
 BE1916  HISTORY     - 1979     GOOD             FLDNR
 BE1916  HISTORY     - 1984     GOOD             FLDNR
 BE1916  HISTORY     - 1997     GOOD             USPSQD
 BE1916  HISTORY     - 20041204 MARK NOT FOUND   USPSQD
 BE1916
 BE1916                          STATION DESCRIPTION
 BE1916
 BE1916'DESCRIBED BY FL DEPT OF NAT RES 1979
 BE1916'1.5 MI NORTH FROM PANAMA CITY BEACH.
 BE1916'BEGIN AT THE INTERSECTION OF STATE ROAD 79 AND US 98 IN PANAMA CITY
 BE1916'BEACH. PROCEED 1.2 MILES NORTH ALONG STATE ROAD 79 TO A MAIN POWER
 BE1916'LINE AND MAINTENENCE ROAD, THENCE 2.55 MILES EAST ALONG MAINTENENCE
 BE1916'ROAD TO A DIRT ROAD LEADING NORTH, THENCE 0.4 MILE NORTH ALONG DIRT
 BE1916'ROAD TO ANOTHER DIRT ROAD LEADING EAST, THENCE EAST ON DIRT ROAD TO
 BE1916'ITS END. THE MARK BEARS 41.3 FEET SOUTH OF AN 18 INCH DIAMETER OAK
 BE1916'TREE, 53.6 FEET SOUTH SOUTHEAST OF A 4 TRUNKED OAK TREE, AND 195 FEET
 BE1916'SOUTHWEST OF BENCH MARK -9193 E 1976.-
 BE1916'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 BE1916
 BE1916                          STATION RECOVERY (1984)
 BE1916
 BE1916'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1916'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1916'WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREW BAY, GO 0.8 MILE WEST
 BE1916'ON U.S. HIGHWAY 98 TO ITS Y-FORK WITH U.S. ALTERNATE 98, GO 4.9 MILES
 BE1916'WEST ON U.S. 98 TO THE ENTRANCE TO COLONY CLUB, GO 1 MILE NORTHERLY ON
 BE1916'FAIRWAY BOULEVARD TO THE JUNCTION OF A GRADED DIRT ROAD, GO 0.6 MILE
 BE1916'NORTH ON THE DIRT ROAD TO A T-JUNCTION, GO 0.45 MILE EAST ON THE
 BE1916'GRADED DIRT ROAD TO ITS END AND A SAND ROAD CONTINUING EAST, CONTINUE
 BE1916'0.1 MILE EAST ON THE SAND ROAD TO ITS END AND THE MARK.  THE MARK
 BE1916'BEARS 41.3 FEET SOUTH-SOUTHEAST OF AN 18-INCH DIAMETER PINE, 53.6 FEET
 BE1916'EAST-SOUTHEAST OF A 4-TRUNKED OAK TREE, 195 FEET SOUTHWEST OF TIDAL
 BE1916'BENCH MARK 9193 E 1976, 190 FEET EAST OF TIDAL BENCH MARK 9193 C 1976,
 BE1916'AND 0.3 FOOT NORTHEAST OF A WITNESS POST.
 BE1916
 BE1916                          STATION RECOVERY (1997)
 BE1916
 BE1916'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE1916'RECOVERED IN GOOD CONDITION.
 BE1916
 BE1916                          STATION RECOVERY (2004)
 BE1916
 BE1916'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE1916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1915 ***********************************************************************
 BE1915  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1915  DESIGNATION -  872 9193 E TIDAL
 BE1915  PID         -  BE1915
 BE1915  STATE/COUNTY-  FL/BAY
 BE1915  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE1915
 BE1915                         *CURRENT SURVEY CONTROL
 BE1915  ___________________________________________________________________
 BE1915* NAD 83(1986)-  30 13 36.     (N)    085 50 08.     (W)     SCALED    
 BE1915* NAVD 88     -         1.164  (meters)       3.82   (feet)  ADJUSTED  
 BE1915  ___________________________________________________________________
 BE1915  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE1915  DYNAMIC HT  -           1.163 (meters)       3.82  (feet)  COMP
 BE1915  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BE1915
 BE1915  VERT ORDER  -  SECOND    CLASS I
 BE1915
 BE1915.The horizontal coordinates were scaled from a topographic map and have
 BE1915.an estimated accuracy of +/- 6 seconds.
 BE1915
 BE1915.The orthometric height was determined by differential leveling
 BE1915.and adjusted by the National Geodetic Survey in June 1991..
 BE1915
 BE1915.This Tidal Bench Mark is designated as VM 10063
 BE1915.by the Center for Operational Oceanographic Products and Services.
 BE1915
 BE1915.The geoid height was determined by GEOID03.
 BE1915
 BE1915.The dynamic height is computed by dividing the NAVD 88
 BE1915.geopotential number by the normal gravity value computed on the
 BE1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1915.degrees latitude (g = 980.6199 gals.).
 BE1915
 BE1915.The modeled gravity was interpolated from observed gravity values.
 BE1915
 BE1915;                    North         East    Units  Estimated Accuracy
 BE1915;SPC FL N     -   136,730.      471,440.      MT  (+/- 180 meters Scaled)
 BE1915
 BE1915                          SUPERSEDED SURVEY CONTROL
 BE1915
 BE1915.No superseded survey control is available for this station.
 BE1915
 BE1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU120444(NAD 83)
 BE1915_MARKER: DB = BENCH MARK DISK
 BE1915_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1915_SP_SET: COPPER-CLAD STEEL ROD
 BE1915_STAMPING: 9193 E 1976
 BE1915_MARK LOGO: NOS   
 BE1915_PROJECTION: PROJECTING 3 CENTIMETERS
 BE1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1915_ROD/PIPE-DEPTH: 12.2 meters
 BE1915
 BE1915  HISTORY     - Date     Condition        Report By
 BE1915  HISTORY     - 1976     MONUMENTED       NOS
 BE1915  HISTORY     - 1979     GOOD             FLDNR
 BE1915  HISTORY     - 1984     GOOD             FLDNR
 BE1915  HISTORY     - 1997     GOOD             USPSQD
 BE1915  HISTORY     - 20041204 POOR             USPSQD
 BE1915
 BE1915                          STATION DESCRIPTION
 BE1915
 BE1915'DESCRIBED BY FL DEPT OF NAT RES 1979
 BE1915'1.5 MI NORTH FROM PANAMA CITY BEACH.
 BE1915'BEGIN AT THE INTERSECTION OF STATE ROAD 79 AND US 98 IN PANAMA CITY
 BE1915'BEACH. PROCEED 1.2 MILES NORTH ALONG STATE ROAD 79 TO A MAIN POWER
 BE1915'LINE AND MAINTANENCE ROAD, THENCE 2.55 MILES EAST ALONG MAINTENENCE
 BE1915'ROAD TO A DIRT ROAD LEADING NORTH, THENCE O.4 MILE NORTH ALONG DIRT
 BE1915'ROAD TO ANOTHER DIRT ROAD LEADING EAST, THENCE EAST ON THIS DIRT ROAD
 BE1915'TO ITS END. THE MARK BEARS 8.7 FEET SOUTH SOUTHWEST OF AN 18 INCH
 BE1915'DIAMETER OAK TREE, 8.5 FEET NORTH NORTHWEST OF A 12 INCH DIAMETER OAK
 BE1915'TREE, AND 45 FEET SOUTH SOUTHWEST OF THE APPARENT HIGH WATER LINE.
 BE1915'THE MARK IS 1 FT  SSW FROM A WITNESS POST.
 BE1915
 BE1915                          STATION RECOVERY (1984)
 BE1915
 BE1915'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1915'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1915'WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREW BAY, GO 0.8 MILE WEST
 BE1915'ON U.S. HIGHWAY 98 TO ITS Y-FORK WITH U.S. ALTERNATE 98, GO 4.9 MILES
 BE1915'WEST ON U.S. 98 TO THE ENTRANCE TO COLONY CLUB, GO 1 MILE NORTHERLY ON
 BE1915'FAIRWAY BOULEVARD TO THE JUNCTION OF A GRADED DIRT ROAD, GO 0.6 MILE
 BE1915'NORTH ON THE DIRT ROAD TO A T-JUNCTION, GO 0.45 MILE EAST ON THE
 BE1915'GRADED DIRT ROAD TO ITS END AND A SAND ROAD CONTINUING EAST, CONTINUE
 BE1915'0.1 MILE EAST ON THE SAND ROAD TO ITS END AND THE MARK.  THE MARK
 BE1915'BEARS 45 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE HIGH WATER LINE, 8.7
 BE1915'FEET SOUTH-SOUTHWEST OF AN 18-INCH DIAMETER OAK TREE, 8.5 FEET
 BE1915'WEST-NORTHWEST OF A 12-INCH DIAMETER OAK, 195 FEET NORTHEAST OF TIDAL
 BE1915'BENCH MARK 9193 D 1976, AND 0.3 FOOT SOUTH-SOUTHWEST OF A WITNESS
 BE1915'POST.
 BE1915
 BE1915                          STATION RECOVERY (1997)
 BE1915
 BE1915'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE1915'RECOVERED IN GOOD CONDITION.
 BE1915
 BE1915                          STATION RECOVERY (2004)
 BE1915
 BE1915'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 BE1915'THIS MARK IS NOW IN THE WATER AND IS LAYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1325 ***********************************************************************
 BE1325  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1325  DESIGNATION -  872 9197 TIDAL 1 1975
 BE1325  PID         -  BE1325
 BE1325  STATE/COUNTY-  FL/BAY
 BE1325  USGS QUAD   -  WEST BAY (1994)
 BE1325
 BE1325                         *CURRENT SURVEY CONTROL
 BE1325  ___________________________________________________________________
 BE1325* NAD 83(1990)-  30 17 34.40996(N)    085 51 28.75458(W)     ADJUSTED  
 BE1325* NAVD 88     -         1.025  (meters)       3.36   (feet)  ADJUSTED  
 BE1325  ___________________________________________________________________
 BE1325  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BE1325  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE1325  DYNAMIC HT  -           1.023 (meters)       3.36  (feet)  COMP
 BE1325  MODELED GRAV-     979,327.8   (mgal)                       NAVD 88
 BE1325
 BE1325  HORZ ORDER  -  THIRD
 BE1325  VERT ORDER  -  SECOND    CLASS I
 BE1325
 BE1325.The horizontal coordinates were established by classical geodetic methods
 BE1325.and adjusted by the National Geodetic Survey in May 1991..
 BE1325
 BE1325.The orthometric height was determined by differential leveling
 BE1325.and adjusted by the National Geodetic Survey in June 1991..
 BE1325.WARNING-Repeat measurements at this control monument indicate possible
 BE1325.vertical movement.
 BE1325
 BE1325.This Tidal Bench Mark is designated as VM 10067
 BE1325.by the Center for Operational Oceanographic Products and Services.
 BE1325
 BE1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1325
 BE1325.The geoid height was determined by GEOID03.
 BE1325
 BE1325.The dynamic height is computed by dividing the NAVD 88
 BE1325.geopotential number by the normal gravity value computed on the
 BE1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1325.degrees latitude (g = 980.6199 gals.).
 BE1325
 BE1325.The modeled gravity was interpolated from observed gravity values.
 BE1325
 BE1325;                    North         East     Units Scale Factor Converg.
 BE1325;SPC FL N     -   144,092.006   469,368.837   MT  0.99995083   -0 40 56.7
 BE1325;SPC FL N     -   472,741.86  1,539,920.93   sFT  0.99995083   -0 40 56.7
 BE1325;UTM  16      - 3,351,792.975   609,823.192   MT  0.99974880   +0 34 34.0
 BE1325
 BE1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1325!SPC FL N     -   1.00000419  x   0.99995083  =   0.99995502
 BE1325!UTM  16      -   1.00000419  x   0.99974880  =   0.99975299
 BE1325
 BE1325                          SUPERSEDED SURVEY CONTROL
 BE1325
 BE1325  NAD 83(1986)-  30 17 34.42480(N)    085 51 28.76307(W) AD(       ) 3
 BE1325  NGVD 29 (09/01/92)    1.159  (m)            3.80   (f) ADJUSTED    2 1
 BE1325
 BE1325.Superseded values are not recommended for survey control.
 BE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1325.See file dsdata.txt to determine how the superseded data were derived.
 BE1325
 BE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0982351793(NAD 83)
 BE1325_MARKER: DJ = TIDAL STATION DISK
 BE1325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1325_SP_SET: SEAWALL
 BE1325_STAMPING: NO 1 1975
 BE1325_MARK LOGO: NOS   
 BE1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1325+STABILITY: SURFACE MOTION
 BE1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1325+SATELLITE: SATELLITE OBSERVATIONS - January 02, 1988
 BE1325
 BE1325  HISTORY     - Date     Condition        Report By
 BE1325  HISTORY     - 1975     MONUMENTED       NOS
 BE1325  HISTORY     - 1976     GOOD             NGS
 BE1325  HISTORY     - 1984     GOOD             FLDNR
 BE1325  HISTORY     - 19880102 GOOD             NOS
 BE1325  HISTORY     - 19960319 GOOD             USPSQD
 BE1325  HISTORY     - 20010929 GOOD             USPSQD
 BE1325  HISTORY     - 20050408 GOOD             USPSQD
 BE1325
 BE1325                          STATION DESCRIPTION
 BE1325
 BE1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BE1325'IN WEST BAY.
 BE1325'AT WEST BAY, AT SOUTH END OF STATE HIGHWAY 79 DRAW BRIDGE OVER WEST
 BE1325'BAY, AT WHITES FISH MARKET SET FLUSH IN A CONCRETE SEAWALL, 20 FEET
 BE1325'FROM NORTHEAST CORNER OF A SEAWALL, 129 FEET FROM TIDAL 2, ABOUT 53
 BE1325'1/2 FEET FROM NORTHWEST CORNER OF A WOOD BUILDING.
 BE1325
 BE1325                          STATION RECOVERY (1984)
 BE1325
 BE1325'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1325'RECOVERED IN GOOD CONDITION.
 BE1325
 BE1325                          STATION RECOVERY (1988)
 BE1325
 BE1325'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988
 BE1325'THE STATION IS LOCATED NEAR THE NW CORNER OF WEST BAY, ON THE SW SHORE
 BE1325'OF WEST BAY CREEK.
 BE1325'TO REACH STATION PROCEED BY BOAT TO THE ENTRANCE OF WEST BAY CREEK,
 BE1325'PROCEED NW ABOUT 0.7 NAUTICAL MI TO STATION ON THE LEFT.
 BE1325'THE STATION WAS POSITIONED AT THIS TIME, BUT WAS SET IN 1975.  NO
 BE1325'OTHER INFORMATION IS AVAILABLE AT THIS TIME FOR THIS STATION.
 BE1325
 BE1325                          STATION RECOVERY (1996)
 BE1325
 BE1325'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE1325'RECOVERED IN GOOD CONDITION.
 BE1325
 BE1325                          STATION RECOVERY (2001)
 BE1325
 BE1325'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE1325'RECOVERED IN GOOD CONDITION.
 BE1325
 BE1325                          STATION RECOVERY (2005)
 BE1325
 BE1325'RECOVERY NOTE BY US POWER SQUADRON 2005
 BE1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1322 ***********************************************************************
 BE1322  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1322  DESIGNATION -  872 9197 TIDAL 6
 BE1322  PID         -  BE1322
 BE1322  STATE/COUNTY-  FL/BAY
 BE1322  USGS QUAD   -  WEST BAY (1994)
 BE1322
 BE1322                         *CURRENT SURVEY CONTROL
 BE1322  ___________________________________________________________________
 BE1322* NAD 83(1986)-  30 17 39.     (N)    085 51 30.     (W)     SCALED    
 BE1322* NAVD 88     -         3.591  (meters)      11.78   (feet)  ADJUSTED  
 BE1322  ___________________________________________________________________
 BE1322  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE1322  DYNAMIC HT  -           3.586 (meters)      11.77  (feet)  COMP
 BE1322  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BE1322
 BE1322  VERT ORDER  -  SECOND    CLASS I
 BE1322
 BE1322.The horizontal coordinates were scaled from a topographic map and have
 BE1322.an estimated accuracy of +/- 6 seconds.
 BE1322
 BE1322.The orthometric height was determined by differential leveling
 BE1322.and adjusted by the National Geodetic Survey in June 1991..
 BE1322.WARNING-Repeat measurements at this control monument indicate possible
 BE1322.vertical movement.
 BE1322
 BE1322.This Tidal Bench Mark is designated as VM 10070
 BE1322.by the Center for Operational Oceanographic Products and Services.
 BE1322
 BE1322.The geoid height was determined by GEOID03.
 BE1322
 BE1322.The dynamic height is computed by dividing the NAVD 88
 BE1322.geopotential number by the normal gravity value computed on the
 BE1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1322.degrees latitude (g = 980.6199 gals.).
 BE1322
 BE1322.The modeled gravity was interpolated from observed gravity values.
 BE1322
 BE1322;                    North         East    Units  Estimated Accuracy
 BE1322;SPC FL N     -   144,230.      469,340.      MT  (+/- 180 meters Scaled)
 BE1322
 BE1322                          SUPERSEDED SURVEY CONTROL
 BE1322
 BE1322  NGVD 29 (09/01/92)    3.721  (m)           12.21   (f) ADJUSTED    2 1
 BE1322
 BE1322.Superseded values are not recommended for survey control.
 BE1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1322.See file dsdata.txt to determine how the superseded data were derived.
 BE1322
 BE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU097519(NAD 83)
 BE1322_MARKER: DB = BENCH MARK DISK
 BE1322_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 BE1322_STAMPING: NO 6 1975
 BE1322_MARK LOGO: NOS   
 BE1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1322
 BE1322  HISTORY     - Date     Condition        Report By
 BE1322  HISTORY     - 1975     MONUMENTED       NOS
 BE1322  HISTORY     - 1976     GOOD             NGS
 BE1322  HISTORY     - 1984     GOOD             FLDNR
 BE1322  HISTORY     - 19930126 GOOD             USPSQD
 BE1322  HISTORY     - 19960319 GOOD             USPSQD
 BE1322  HISTORY     - 20010929 GOOD             USPSQD
 BE1322  HISTORY     - 20050408 GOOD             USPSQD
 BE1322
 BE1322                          STATION DESCRIPTION
 BE1322
 BE1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BE1322'IN WEST BAY.
 BE1322'AT WEST BAY, AT SOUTHEAST END OF STATE HIGHWAY 79 DRAW BRIDGE OVER
 BE1322'WEST BAY, MARK IS SET FLUSH IN CONCRETE WING WALL, 18 1/2 FEET EAST OF
 BE1322'CENTERLINE OF HIGHWAY 79, ABOUT 16 1/2 FEET NORTH OF CENTER OF STEEL
 BE1322'MANHOLE COVER ON EAST SIDE OF HIGHWAY, 0.2 MILES SOUTH OF BM P 176.
 BE1322
 BE1322                          STATION RECOVERY (1984)
 BE1322
 BE1322'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1322'RECOVERED IN GOOD CONDITION.
 BE1322
 BE1322                          STATION RECOVERY (1993)
 BE1322
 BE1322'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE1322'RECOVERED IN GOOD CONDITION.
 BE1322
 BE1322                          STATION RECOVERY (1996)
 BE1322
 BE1322'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE1322'RECOVERED IN GOOD CONDITION.
 BE1322
 BE1322                          STATION RECOVERY (2001)
 BE1322
 BE1322'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE1322'RECOVERED IN GOOD CONDITION.
 BE1322
 BE1322                          STATION RECOVERY (2005)
 BE1322
 BE1322'RECOVERY NOTE BY US POWER SQUADRON 2005
 BE1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6758 ***********************************************************************
 AJ6758  DESIGNATION -  872 9210 A TIDAL
 AJ6758  PID         -  AJ6758
 AJ6758  STATE/COUNTY-  FL/BAY
 AJ6758  USGS QUAD   -  LAGUNA BEACH (1982)
 AJ6758
 AJ6758                         *CURRENT SURVEY CONTROL
 AJ6758  ___________________________________________________________________
 AJ6758* NAD 83(1986)-  30 12 50.     (N)    085 52 42.     (W)     SCALED    
 AJ6758* NAVD 88     -         5.312  (meters)      17.43   (feet)  ADJUSTED  
 AJ6758  ___________________________________________________________________
 AJ6758  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ6758  DYNAMIC HT  -           5.305 (meters)      17.40  (feet)  COMP
 AJ6758  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 AJ6758
 AJ6758  VERT ORDER  -  SECOND    CLASS I
 AJ6758
 AJ6758.The horizontal coordinates were scaled from a topographic map and have
 AJ6758.an estimated accuracy of +/- 6 seconds.
 AJ6758
 AJ6758.The orthometric height was determined by differential leveling
 AJ6758.and adjusted by the National Geodetic Survey in July 2004..
 AJ6758.No vertical observational check was made to the station.
 AJ6758
 AJ6758.The geoid height was determined by GEOID03.
 AJ6758
 AJ6758.The dynamic height is computed by dividing the NAVD 88
 AJ6758.geopotential number by the normal gravity value computed on the
 AJ6758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6758.degrees latitude (g = 980.6199 gals.).
 AJ6758
 AJ6758.The modeled gravity was interpolated from observed gravity values.
 AJ6758
 AJ6758;                    North         East    Units  Estimated Accuracy
 AJ6758;SPC FL N     -   135,360.      467,310.      MT  (+/- 180 meters Scaled)
 AJ6758
 AJ6758                          SUPERSEDED SURVEY CONTROL
 AJ6758
 AJ6758.No superseded survey control is available for this station.
 AJ6758
 AJ6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU079430(NAD 83)
 AJ6758_MARKER: DJ = TIDAL STATION DISK
 AJ6758_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ6758_SP_SET: PIER
 AJ6758_STAMPING: 9210 A 1989
 AJ6758_MARK LOGO: NOS   
 AJ6758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6758+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1991
 AJ6758
 AJ6758  HISTORY     - Date     Condition        Report By
 AJ6758  HISTORY     - 1989     MONUMENTED       NOS
 AJ6758  HISTORY     - 19911122 GOOD             FLDNR
 AJ6758
 AJ6758                          STATION DESCRIPTION
 AJ6758
 AJ6758'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AJ6758'THE MARK IS IN PANAMA CITY BEACH IN SECTION 20, T 3 S, R 16 W. TO
 AJ6758'REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 98 AND
 AJ6758'STATE HIGHWAY 79 IN PANAMA CITY BEACH, GO SOUTHEASTERLY ON U.S.
 AJ6758'ALTERNATE 98 FOR 0.9 MI (1.4 KM) TO THE DAN RUSSELL PIER ON THE GULF
 AJ6758'OF MEXICO (SOUTH SIDE) AND THE MARK ON THE LEFT, SET FLUSH IN THE
 AJ6758'CONCRETE POLE CAP. LOCATED 17.3 FT (5.3 M) EAST-NORTHEAST OF THE
 AJ6758'NORTHWEST CORNER OF THE RESTROOMS AT THE MIDDLE OF THE PIER, 12.5 FT
 AJ6758'(3.8 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE RESTROOMS AND 1.2 FT
 AJ6758'(0.4 M) NORTH-NORTHEAST OF THE JUNCTION BETWEEN THE PIER PROPER AND
 AJ6758'ENLARGED CENTER SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6757 ***********************************************************************
 AJ6757  DESIGNATION -  872 9210 B TIDAL
 AJ6757  PID         -  AJ6757
 AJ6757  STATE/COUNTY-  FL/BAY
 AJ6757  USGS QUAD   -  LAGUNA BEACH (1982)
 AJ6757
 AJ6757                         *CURRENT SURVEY CONTROL
 AJ6757  ___________________________________________________________________
 AJ6757* NAD 83(1986)-  30 12 56.     (N)    085 52 37.     (W)     SCALED    
 AJ6757* NAVD 88     -         4.575  (meters)      15.01   (feet)  ADJUSTED  
 AJ6757  ___________________________________________________________________
 AJ6757  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ6757  DYNAMIC HT  -           4.569 (meters)      14.99  (feet)  COMP
 AJ6757  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 AJ6757
 AJ6757  VERT ORDER  -  SECOND    CLASS I
 AJ6757
 AJ6757.The horizontal coordinates were scaled from a topographic map and have
 AJ6757.an estimated accuracy of +/- 6 seconds.
 AJ6757
 AJ6757.The orthometric height was determined by differential leveling
 AJ6757.and adjusted by the National Geodetic Survey in July 2004..
 AJ6757.No vertical observational check was made to the station.
 AJ6757
 AJ6757.The geoid height was determined by GEOID03.
 AJ6757
 AJ6757.The dynamic height is computed by dividing the NAVD 88
 AJ6757.geopotential number by the normal gravity value computed on the
 AJ6757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6757.degrees latitude (g = 980.6199 gals.).
 AJ6757
 AJ6757.The modeled gravity was interpolated from observed gravity values.
 AJ6757
 AJ6757;                    North         East    Units  Estimated Accuracy
 AJ6757;SPC FL N     -   135,540.      467,440.      MT  (+/- 180 meters Scaled)
 AJ6757
 AJ6757                          SUPERSEDED SURVEY CONTROL
 AJ6757
 AJ6757.No superseded survey control is available for this station.
 AJ6757
 AJ6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU080432(NAD 83)
 AJ6757_MARKER: DJ = TIDAL STATION DISK
 AJ6757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ6757_SP_SET: PIER
 AJ6757_STAMPING: 9210 B 1989
 AJ6757_MARK LOGO: NOS   
 AJ6757_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6757+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1991
 AJ6757
 AJ6757  HISTORY     - Date     Condition        Report By
 AJ6757  HISTORY     - 1989     MONUMENTED       NOS
 AJ6757  HISTORY     - 19911122 GOOD             FLDNR
 AJ6757
 AJ6757                          STATION DESCRIPTION
 AJ6757
 AJ6757'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AJ6757'THE MARK IS IN PANAMA CITY BEACH IN SECTION 20, T 3 S, R 16 W. TO
 AJ6757'REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 98 AND
 AJ6757'STATE HIGHWAY 79 IN PANAMA CITY BEACH, GO SOUTHEASTERLY ON U.S.
 AJ6757'ALTERNATE 98 FOR 0.9 MI (1.4 KM) TO THE DAN RUSSELL PIER ON THE GULF
 AJ6757'OF MEXICO (SOUTH SIDE) AND THE MARK ON THE LEFT, SET FLUSH IN THE
 AJ6757'CONCRETE PAD AT THE MAIN ENTRANCE TO THE DAN RUSSELL PIER. LOCATED
 AJ6757'56.0 FT (17.1 M) SOUTHWEST OF THE CENTERLINE OF U.S. ALTERNATE HIGHWAY
 AJ6757'98, 15.6 FT (4.8 M) SOUTHEAST OF THE NORTHWEST WALL OF THE ENTRANCE
 AJ6757'AND 1.0 FT (0.3 M) NORTHWEST OF THE SOUTHEAST WALL OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA9917 ***********************************************************************
 AA9917  TIDAL BM    -  This is a Tidal Bench Mark.
 AA9917  DESIGNATION -  872 9210 C TIDAL
 AA9917  PID         -  AA9917
 AA9917  STATE/COUNTY-  FL/BAY
 AA9917  USGS QUAD   -  LAGUNA BEACH (1982)
 AA9917
 AA9917                         *CURRENT SURVEY CONTROL
 AA9917  ___________________________________________________________________
 AA9917* NAD 83(1986)-  30 12 58.     (N)    085 52 38.     (W)     SCALED    
 AA9917* NAVD 88     -         4.402  (meters)      14.44   (feet)  ADJUSTED  
 AA9917  ___________________________________________________________________
 AA9917  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA9917  DYNAMIC HT  -           4.396 (meters)      14.42  (feet)  COMP
 AA9917  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 AA9917
 AA9917  VERT ORDER  -  SECOND    CLASS I
 AA9917
 AA9917.The horizontal coordinates were scaled from a topographic map and have
 AA9917.an estimated accuracy of +/- 6 seconds.
 AA9917
 AA9917.The orthometric height was determined by differential leveling
 AA9917.and adjusted by the National Geodetic Survey in July 2004..
 AA9917.No vertical observational check was made to the station.
 AA9917
 AA9917.This Tidal Bench Mark is designated as VM 1655
 AA9917.by the Center for Operational Oceanographic Products and Services.
 AA9917
 AA9917.The geoid height was determined by GEOID03.
 AA9917
 AA9917.The dynamic height is computed by dividing the NAVD 88
 AA9917.geopotential number by the normal gravity value computed on the
 AA9917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9917.degrees latitude (g = 980.6199 gals.).
 AA9917
 AA9917.The modeled gravity was interpolated from observed gravity values.
 AA9917
 AA9917;                    North         East    Units  Estimated Accuracy
 AA9917;SPC FL N     -   135,600.      467,420.      MT  (+/- 180 meters Scaled)
 AA9917
 AA9917                          SUPERSEDED SURVEY CONTROL
 AA9917
 AA9917.No superseded survey control is available for this station.
 AA9917
 AA9917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU080432(NAD 83)
 AA9917_MARKER: DB = BENCH MARK DISK
 AA9917_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA9917_STAMPING: 9210 C 1989
 AA9917_MARK LOGO: NOS   
 AA9917_PROJECTION: RECESSED 6 CENTIMETERS
 AA9917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9917+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1995
 AA9917_ROD/PIPE-DEPTH: 16.5 meters
 AA9917
 AA9917  HISTORY     - Date     Condition        Report By
 AA9917  HISTORY     - 1989     MONUMENTED       NOS
 AA9917  HISTORY     - 19911122 GOOD             FLDNR
 AA9917  HISTORY     - 19950804 GOOD             BDE
 AA9917
 AA9917                          STATION DESCRIPTION
 AA9917
 AA9917'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AA9917'THE MARK IS IN PANAMA CITY BEACH IN SECTION 20, T 3 S, R 16 W. TO
 AA9917'REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 98 AND
 AA9917'STATE HIGHWAY 79 IN PANAMA CITY BEACH, GO SOUTHEASTERLY ON U.S.
 AA9917'ALTERNATE 98 FOR 0.9 MI (1.4 KM) TO THE DAN RUSSELL PIER ON THE GULF
 AA9917'OF MEXICO (SOUTH SIDE) AND THE MARK ON THE LEFT, ENCASED IN A 4-INCH
 AA9917'PVC PIPE AND CONCRETE KICKBLOCK, RECESSED 0.2 FT (6.1 CM) BELOW THE
 AA9917'LEVEL OF THE GROUND. THE MARK IS LOCATED NORTHWEST OF THE PIER
 AA9917'ENTRANCE IN THE SOUTHWEST INSIDE CORNER OF 6-FOOT HIGH CHAINLINK FENCE
 AA9917'AROUND THE CITY PARK, 103.0 FT (31.4 M) SOUTHWEST OF THE SOUTHWEST
 AA9917'CORNER OF THE CONCRETE RESTROOM BUILDING, 58.0 FT (17.7 M) NORTH OF
 AA9917'THE CENTERLINE OF U.S. ALTERNATE 98, 45.0 FT (13.7 M) WEST OF THE
 AA9917'CENTERLINE OF THE CITY PARK DRIVEWAY ENTRANCE, 3.0 FT (0.9 M) NORTH OF
 AA9917'THE SOUTH FENCE LINE, 2.0 FT (0.6 M) EAST OF THE WEST FENCE LINE AND
 AA9917'2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 AA9917
 AA9917                          STATION RECOVERY (1995)
 AA9917
 AA9917'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (BRB)
 AA9917'RECOVERED AS DESCRIBED. MOMUMENT IS SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6756 ***********************************************************************
 AJ6756  DESIGNATION -  872 9210 D TIDAL
 AJ6756  PID         -  AJ6756
 AJ6756  STATE/COUNTY-  FL/BAY
 AJ6756  USGS QUAD   -  LAGUNA BEACH (1982)
 AJ6756
 AJ6756                         *CURRENT SURVEY CONTROL
 AJ6756  ___________________________________________________________________
 AJ6756* NAD 83(1986)-  30 13 00.     (N)    085 52 38.     (W)     SCALED    
 AJ6756* NAVD 88     -         3.025  (meters)       9.92   (feet)  ADJUSTED  
 AJ6756  ___________________________________________________________________
 AJ6756  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AJ6756  DYNAMIC HT  -           3.021 (meters)       9.91  (feet)  COMP
 AJ6756  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 AJ6756
 AJ6756  VERT ORDER  -  SECOND    CLASS I
 AJ6756
 AJ6756.The horizontal coordinates were scaled from a topographic map and have
 AJ6756.an estimated accuracy of +/- 6 seconds.
 AJ6756
 AJ6756.The orthometric height was determined by differential leveling
 AJ6756.and adjusted by the National Geodetic Survey in July 2004..
 AJ6756.No vertical observational check was made to the station.
 AJ6756
 AJ6756.The geoid height was determined by GEOID03.
 AJ6756
 AJ6756.The dynamic height is computed by dividing the NAVD 88
 AJ6756.geopotential number by the normal gravity value computed on the
 AJ6756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6756.degrees latitude (g = 980.6199 gals.).
 AJ6756
 AJ6756.The modeled gravity was interpolated from observed gravity values.
 AJ6756
 AJ6756;                    North         East    Units  Estimated Accuracy
 AJ6756;SPC FL N     -   135,670.      467,420.      MT  (+/- 180 meters Scaled)
 AJ6756
 AJ6756                          SUPERSEDED SURVEY CONTROL
 AJ6756
 AJ6756.No superseded survey control is available for this station.
 AJ6756
 AJ6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU080433(NAD 83)
 AJ6756_MARKER: DJ = TIDAL STATION DISK
 AJ6756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6756_STAMPING: 9210 D 1989
 AJ6756_MARK LOGO: NOS   
 AJ6756_PROJECTION: RECESSED 15 CENTIMETERS
 AJ6756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6756+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1991
 AJ6756_ROD/PIPE-DEPTH: 16.5 meters
 AJ6756
 AJ6756  HISTORY     - Date     Condition        Report By
 AJ6756  HISTORY     - 1989     MONUMENTED       NOS
 AJ6756  HISTORY     - 19911122 GOOD             FLDNR
 AJ6756
 AJ6756                          STATION DESCRIPTION
 AJ6756
 AJ6756'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AJ6756'THE MARK IS IN PANAMA CITY BEACH IN SECTION 20, T 3 S, R 16 W. TO
 AJ6756'REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 98 AND
 AJ6756'STATE HIGHWAY 79 IN PANAMA CITY BEACH, GO SOUTHEASTERLY ON U.S.
 AJ6756'ALTERNATE 98 FOR 0.9 MI (1.4 KM) TO THE DAN RUSSELL PIER ON THE GULF
 AJ6756'OF MEXICO (SOUTH SIDE) AND THE MARK ON THE LEFT, ENCASED IN A 4-INCH
 AJ6756'PVC PIPE AND CONCRETE KICKBLOCK, RECESSED 0.2 FT (6.1 CM) BELOW THE
 AJ6756'LEVEL OF THE GROUND. LOCATED NORTHWEST OF THE PIER ENTRANCE ALONG THE
 AJ6756'INSIDE OF THE WESTERN CITY PARK BOUNDARY FENCE (6-FOOT CHAINLINK),
 AJ6756'280.0 FT (85.3 M) NORTH OF THE CENTERLINE OF U.S. ALTERNATE HIGHWAY
 AJ6756'98, 142.0 FT (43.3 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AJ6756'CONCRETE RESTROOM BUILDING, 78.0 FT (23.8 M) SOUTH ALONG THE WESTERN
 AJ6756'BOUNDARY FENCE LINE FROM A JOG IN THE FENCE TO THE NORTHWEST, 26.0 FT
 AJ6756'(7.9 M) WEST OF THE WESTERN EDGE OF THE ASPHALT PAVEMENT OF THE PARK
 AJ6756'ENTRANCE DRIVE, 1.5 FT (0.5 M) EAST OF THE WEST FENCE LINE AND 1.0 FT
 AJ6756'(0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA9918 ***********************************************************************
 AA9918  CBN         -  This is a Cooperative Base Network Control Station.
 AA9918  TIDAL BM    -  This is a Tidal Bench Mark.
 AA9918  DESIGNATION -  872 9210 E TIDAL
 AA9918  PID         -  AA9918
 AA9918  STATE/COUNTY-  FL/BAY
 AA9918  USGS QUAD   -  LAGUNA BEACH (1982)
 AA9918
 AA9918                         *CURRENT SURVEY CONTROL
 AA9918  ___________________________________________________________________
 AA9918* NAD 83(1999)-  30 12 56.55044(N)    085 52 35.00427(W)     ADJUSTED  
 AA9918* NAVD 88     -         4.569  (meters)      14.99   (feet)  ADJUSTED  
 AA9918  ___________________________________________________________________
 AA9918  X           -     396,664.413 (meters)                     COMP
 AA9918  Y           -  -5,501,961.419 (meters)                     COMP
 AA9918  Z           -   3,191,048.154 (meters)                     COMP
 AA9918  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AA9918  ELLIP HEIGHT-         -23.05  (meters)          (04/12/01) GPS OBS
 AA9918  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA9918  DYNAMIC HT  -           4.563 (meters)      14.97  (feet)  COMP
 AA9918  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 AA9918
 AA9918  HORZ ORDER  -  A
 AA9918  VERT ORDER  -  SECOND    CLASS I
 AA9918  ELLP ORDER  -  FOURTH    CLASS I
 AA9918
 AA9918.The horizontal coordinates were established by GPS observations
 AA9918.and adjusted by the National Geodetic Survey in April 2001..
 AA9918
 AA9918.The orthometric height was determined by differential leveling
 AA9918.and adjusted by the National Geodetic Survey in July 2004..
 AA9918.No vertical observational check was made to the station.
 AA9918.WARNING-GPS observations at this control monument resulted in a GPS
 AA9918.derived orthometric height which differed from the leveled height by
 AA9918.more than one decimeter (0.1 meter).
 AA9918
 AA9918.This Tidal Bench Mark is designated as VM 1659
 AA9918.by the Center for Operational Oceanographic Products and Services.
 AA9918
 AA9918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9918
 AA9918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9918
 AA9918.The ellipsoidal height was determined by GPS observations
 AA9918.and is referenced to NAD 83.
 AA9918
 AA9918.The geoid height was determined by GEOID03.
 AA9918
 AA9918.The dynamic height is computed by dividing the NAVD 88
 AA9918.geopotential number by the normal gravity value computed on the
 AA9918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9918.degrees latitude (g = 980.6199 gals.).
 AA9918
 AA9918.The modeled gravity was interpolated from observed gravity values.
 AA9918
 AA9918;                    North         East     Units Scale Factor Converg.
 AA9918;SPC FL N     -   135,558.010   467,495.398   MT  0.99994879   -0 41 30.0
 AA9918;SPC FL N     -   444,743.24  1,533,774.48   sFT  0.99994879   -0 41 30.0
 AA9918;UTM  16      - 3,343,221.651   608,137.886   MT  0.99974427   +0 33 55.9
 AA9918
 AA9918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9918!SPC FL N     -   1.00000362  x   0.99994879  =   0.99995241
 AA9918!UTM  16      -   1.00000362  x   0.99974427  =   0.99974789
 AA9918
 AA9918                          SUPERSEDED SURVEY CONTROL
 AA9918
 AA9918.No superseded survey control is available for this station.
 AA9918
 AA9918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0813843222(NAD 83)
 AA9918_MARKER: DJ = TIDAL STATION DISK
 AA9918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA9918_STAMPING: 9210 E 1989
 AA9918_MARK LOGO: NOS   
 AA9918_PROJECTION: RECESSED 6 CENTIMETERS
 AA9918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9918+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 AA9918_ROD/PIPE-DEPTH: 16.5 meters
 AA9918
 AA9918  HISTORY     - Date     Condition        Report By
 AA9918  HISTORY     - 1989     MONUMENTED       NOS
 AA9918  HISTORY     - 19911122 GOOD             FLDNR
 AA9918  HISTORY     - 19950804 GOOD             BDE
 AA9918  HISTORY     - 19990405 GOOD             FLDT
 AA9918
 AA9918                          STATION DESCRIPTION
 AA9918
 AA9918'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AA9918'THE MARK IS IN PANAMA CITY BEACH IN SECTION 20, T 3 S, R 16 W. TO
 AA9918'REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 98 AND
 AA9918'STATE HIGHWAY 79 IN PANAMA CITY BEACH, GO SOUTHEASTERLY ON U.S.
 AA9918'ALTERNATE 98 FOR 0.9 MI (1.4 KM) TO THE DAN RUSSELL PIER ON THE GULF
 AA9918'OF MEXICO (SOUTH SIDE) AND THE MARK ON THE LEFT, ENCASED IN A 4-INCH
 AA9918'PVC PIPE AND CONCRETE KICKBLOCK, RECESSED 0.2 FT (6.1 CM) BELOW THE
 AA9918'LEVEL OF THE GROUND. LOCATED NORTHWEST OF THE PIER ENTRANCE IN THE
 AA9918'SOUTHEAST CORNER OF THE CITY PARK, 177.0 FT (53.9 M) EAST OF THE
 AA9918'CONCRETE WALKWAY ENTRANCE TO THE PARK, 58.0 FT (17.7 M) NORTH OF THE
 AA9918'CENTERLINE OF U.S. ALTERNATE HIGHWAY 98, 29.0 FT (8.8 M) WEST OF THE
 AA9918'EAST PARK BOUNDARY FENCE LINE (6-FOOT CHAINLINK), 3.5 FT (1.1 M) NORTH
 AA9918'OF THE SOUTH FENCE LINE, ONE-HALFWAY BETWEEN THE FIRST TWO CONCRETE
 AA9918'0.4 FT (12.2 CM) X 0.6 FT (18.3 CM) ROADWAY POSTS ALONG A LINE OF
 AA9918'POSTS LEADING NORTH AND 0.6 FT (18.3 CM) SOUTHWEST OF A CARSONITE
 AA9918'WITNESS POST.
 AA9918
 AA9918                          STATION RECOVERY (1995)
 AA9918
 AA9918'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (BRB)
 AA9918'RECOVERED AS DESCRIBED. MOMUMENT IS SUITABLE FOR GPS
 AA9918
 AA9918                          STATION RECOVERY (1999)
 AA9918
 AA9918'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AA9918'THE MARK IS IN PANAMA CITY BEACH IN SECTION 20, TOWNSHIP 3 SOUTH,
 AA9918'RANGE 16 WEST.
 AA9918'TO REACH THE MARK FROM THE INTERSECTION OF U.S.  ALTERNATE HIGHWAY 98
 AA9918'AND STATE HIGHWAY 79 IN PANAMA CITY BEACH, GO SOUTHEASTERLY ON U.S.
 AA9918'ALTERNATE 98 FOR 0.9 MI (1.4 KM) TO THE DAN RUSSELL PIER ON THE GULF
 AA9918'OF MEXICO (SOUTH SIDE) AND THE MARK ON THE LEFT, A NOS DISK ATTACHED
 AA9918'TO THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND, ENCASED IN
 AA9918'A 4-INCH PVC PIPE SURROUNDED BY A MASS OF CONCRETE, RECESSED 0.2 FT
 AA9918'(6.1 CM) BELOW THE LEVEL OF THE GROUND.
 AA9918'LOCATED 177.0 FT (53.9 M) EAST OF THE CONCRETE WALKWAY ENTRANCE TO THE
 AA9918'PARK, 58.0 FT (17.7 M) NORTH OF THE CENTERLINE OF U.S.  ALTERNATE
 AA9918'HIGHWAY 98, 29.0 FT (8.8 M) WEST OF THE EAST PARK BOUNDARY (6.0 FT
 AA9918'TALL CHAINLINK) FENCE LINE, 3.5 FT (1.1 M) NORTH OF THE SOUTH FENCE
 AA9918'LINE, ONE-HALFWAY BETWEEN THE FIRST TWO CONCRETE 0.4 FT (12.2 CM) X
 AA9918'0.6 FT (18.3 CM) ROADWAY POSTS ALONG A LINE OF POSTS LEADING NORTH AND
 AA9918'0.6 FT (18.3 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1757 ***********************************************************************
 BE1757  DESIGNATION -  872 9262 TIDAL 1 FLDT
 BE1757  PID         -  BE1757
 BE1757  STATE/COUNTY-  FL/BAY
 BE1757  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1757
 BE1757                         *CURRENT SURVEY CONTROL
 BE1757  ___________________________________________________________________
 BE1757* NAD 83(1986)-  30 16 31.     (N)    085 59 19.     (W)     SCALED    
 BE1757* NAVD 88     -         5.290  (meters)      17.36   (feet)  ADJUSTED  
 BE1757  ___________________________________________________________________
 BE1757  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1757  DYNAMIC HT  -           5.283 (meters)      17.33  (feet)  COMP
 BE1757  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BE1757
 BE1757  VERT ORDER  -  SECOND    CLASS I
 BE1757
 BE1757.The horizontal coordinates were scaled from a topographic map and have
 BE1757.an estimated accuracy of +/- 6 seconds.
 BE1757
 BE1757.The orthometric height was determined by differential leveling
 BE1757.and adjusted by the National Geodetic Survey in June 1991..
 BE1757.WARNING-Repeat measurements at this control monument indicate possible
 BE1757.vertical movement.
 BE1757
 BE1757.The geoid height was determined by GEOID03.
 BE1757
 BE1757.The dynamic height is computed by dividing the NAVD 88
 BE1757.geopotential number by the normal gravity value computed on the
 BE1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1757.degrees latitude (g = 980.6199 gals.).
 BE1757
 BE1757.The modeled gravity was interpolated from observed gravity values.
 BE1757
 BE1757;                    North         East    Units  Estimated Accuracy
 BE1757;SPC FL N     -   142,300.      456,780.      MT  (+/- 180 meters Scaled)
 BE1757
 BE1757                          SUPERSEDED SURVEY CONTROL
 BE1757
 BE1757.No superseded survey control is available for this station.
 BE1757
 BE1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU972497(NAD 83)
 BE1757_MARKER: Z = SEE DESCRIPTION
 BE1757_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1757_SP_SET: COPPER-CLAD STEEL ROD
 BE1757_MARK LOGO: FLDT  
 BE1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1757
 BE1757  HISTORY     - Date     Condition        Report By
 BE1757  HISTORY     - UNK      MONUMENTED       FLDT
 BE1757  HISTORY     - 1976     GOOD             FLDNR
 BE1757  HISTORY     - 1984     GOOD             FLDNR
 BE1757
 BE1757                          STATION DESCRIPTION
 BE1757
 BE1757'DESCRIBED BY FL DEPT OF NAT RES 1976
 BE1757'22.7 MILES NW FROM PANAMA CITY.
 BE1757'FROM THE POST OFFICE AT PANAMA CITY GO NORTHWEST 22.7 MILES ALONG US
 BE1757'HIGHWAY 98. MARK BEARS 130 FEET WEST OF WEST SHORE OF PHILLIPS INLET,
 BE1757'45 FEET SOUTH OF HIGHWAY CENTERLINE, 49 FEET SOUTHWEST OF SOUTHWEST
 BE1757'CORNER OF PHILLIPS INLET BRIDGE. MARK IS A 3/4 INCH BRONZE COUPLING
 BE1757'SET ATOP A COPPER-COAT ROD.
 BE1757
 BE1757                          STATION RECOVERY (1984)
 BE1757
 BE1757'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1757'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1757'WALTON/BAY COUNTY LINE ON U.S. HIGHWAY 98, GO 0.5 MILE EAST ON U.S. 98
 BE1757'TO THE BRIDGE OVER PHILIPS INLET AND THE MARK.  THE MARK BEARS 50 FEET
 BE1757'SOUTHWEST OF THE WEST CORNER OF THE BRIDGE, 45 FEET SOUTHWEST OF THE
 BE1757'CENTERLINE OF U.S. 98, 130 FEET WEST OF THE WEST SHORE OF PHILIPS
 BE1757'INLET, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE MARK IS THE
 BE1757'TOP OF A BRONZE COUPLING THREADED INTO A 0.75-INCH COPPERWELD ROD
 BE1757'DRIVEN 24 FEET AND IS ENCASED IN AN 18-INCH DIAMETER KICK BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1756 ***********************************************************************
 BE1756  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1756  DESIGNATION -  872 9262 TIDAL 3 FLDT
 BE1756  PID         -  BE1756
 BE1756  STATE/COUNTY-  FL/BAY
 BE1756  USGS QUAD   -  SEMINOLE HILLS (1982)
 BE1756
 BE1756                         *CURRENT SURVEY CONTROL
 BE1756  ___________________________________________________________________
 BE1756* NAD 83(1986)-  30 16 33.     (N)    085 59 23.     (W)     SCALED    
 BE1756* NAVD 88     -         4.626  (meters)      15.18   (feet)  ADJUSTED  
 BE1756  ___________________________________________________________________
 BE1756  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1756  DYNAMIC HT  -           4.620 (meters)      15.16  (feet)  COMP
 BE1756  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 BE1756
 BE1756  VERT ORDER  -  SECOND    CLASS I
 BE1756
 BE1756.The horizontal coordinates were scaled from a topographic map and have
 BE1756.an estimated accuracy of +/- 6 seconds.
 BE1756
 BE1756.The orthometric height was determined by differential leveling
 BE1756.and adjusted by the National Geodetic Survey in June 1991..
 BE1756
 BE1756.This Tidal Bench Mark is designated as VM 10074
 BE1756.by the Center for Operational Oceanographic Products and Services.
 BE1756
 BE1756.The geoid height was determined by GEOID03.
 BE1756
 BE1756.The dynamic height is computed by dividing the NAVD 88
 BE1756.geopotential number by the normal gravity value computed on the
 BE1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1756.degrees latitude (g = 980.6199 gals.).
 BE1756
 BE1756.The modeled gravity was interpolated from observed gravity values.
 BE1756
 BE1756;                    North         East    Units  Estimated Accuracy
 BE1756;SPC FL N     -   142,360.      456,670.      MT  (+/- 180 meters Scaled)
 BE1756
 BE1756                          SUPERSEDED SURVEY CONTROL
 BE1756
 BE1756.No superseded survey control is available for this station.
 BE1756
 BE1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU971497(NAD 83)
 BE1756_MARKER: Z = SEE DESCRIPTION
 BE1756_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1756_SP_SET: COPPER-CLAD STEEL ROD
 BE1756_MARK LOGO: FLDT  
 BE1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1756
 BE1756  HISTORY     - Date     Condition        Report By
 BE1756  HISTORY     - UNK      MONUMENTED       FLDT
 BE1756  HISTORY     - 1976     GOOD             FLDNR
 BE1756  HISTORY     - 1984     GOOD             FLDNR
 BE1756
 BE1756                          STATION DESCRIPTION
 BE1756
 BE1756'DESCRIBED BY FL DEPT OF NAT RES 1976
 BE1756'22.7 MILES NW FROM PANAMA CITY.
 BE1756'FROM THE POST OFFICE AT PANAMA CITY GO NORTHWEST 22.7 MILES ALONG US
 BE1756'HIGHWAY 98, 399 FEET WEST OF THE SOUTHWEST CORNER OF PHILLIPS INLET
 BE1756'BRIDGE, 45 FEET SOUTH OF HIGHWAY CENTERLINE. MARK IS A 3/4 INCH BRONZE
 BE1756'COUPLING SET ATOP A COPPER-COAT ROD.
 BE1756
 BE1756                          STATION RECOVERY (1984)
 BE1756
 BE1756'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1756'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BE1756'WALTON/BAY COUNTY LINE ON U.S. HIGHWAY 98, GO 0.45 MILE EAST ON U.S.
 BE1756'HIGHWAY 98 TO THE MARK.  THE MARK BEARS 53 FEET SOUTHWEST OF THE
 BE1756'CENTERLINE OF U.S. 98, 47 FEET NORTHWEST OF A UTILITY POLE WITH METER,
 BE1756'AND 130 FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD TO CAMP
 BE1756'HELEN.  THE MARK IS THE TOP OF A BRONZE COUPLING THREADED ONTO A
 BE1756'0.75-INCH COPPERWELD ROD DRIVEN 24 FEET, ENCASED IN AN 18-INCH
 BE1756'DIAMETER CONCRETE KICK BLOCK, AND 1 FOOT NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4631 ***********************************************************************
 BG4631  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4631  DESIGNATION -  872 9329 A TIDAL
 BG4631  PID         -  BG4631
 BG4631  STATE/COUNTY-  FL/WALTON
 BG4631  USGS QUAD   -  BUNKER (1976)
 BG4631
 BG4631                         *CURRENT SURVEY CONTROL
 BG4631  ___________________________________________________________________
 BG4631* NAD 83(1986)-  30 23 41.     (N)    086 05 18.     (W)     SCALED    
 BG4631* NAVD 88     -         1.267  (meters)       4.16   (feet)  ADJUSTED  
 BG4631  ___________________________________________________________________
 BG4631  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4631  DYNAMIC HT  -           1.265 (meters)       4.15  (feet)  COMP
 BG4631  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BG4631
 BG4631  VERT ORDER  -  SECOND    CLASS I
 BG4631
 BG4631.The horizontal coordinates were scaled from a topographic map and have
 BG4631.an estimated accuracy of +/- 6 seconds.
 BG4631
 BG4631.The orthometric height was determined by differential leveling
 BG4631.and adjusted by the National Geodetic Survey in June 1991..
 BG4631
 BG4631.This Tidal Bench Mark is designated as VM 10075
 BG4631.by the Center for Operational Oceanographic Products and Services.
 BG4631
 BG4631.The geoid height was determined by GEOID03.
 BG4631
 BG4631.The dynamic height is computed by dividing the NAVD 88
 BG4631.geopotential number by the normal gravity value computed on the
 BG4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4631.degrees latitude (g = 980.6199 gals.).
 BG4631
 BG4631.The modeled gravity was interpolated from observed gravity values.
 BG4631
 BG4631;                    North         East    Units  Estimated Accuracy
 BG4631;SPC FL N     -   155,670.      447,370.      MT  (+/- 180 meters Scaled)
 BG4631
 BG4631                          SUPERSEDED SURVEY CONTROL
 BG4631
 BG4631.No superseded survey control is available for this station.
 BG4631
 BG4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU875628(NAD 83)
 BG4631_MARKER: DJ = TIDAL STATION DISK
 BG4631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4631_SP_SET: CONCRETE POST
 BG4631_STAMPING: 9329 A 1977
 BG4631_MARK LOGO: NOS   
 BG4631_PROJECTION: RECESSED 5 CENTIMETERS
 BG4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4631+STABILITY: SURFACE MOTION
 BG4631
 BG4631  HISTORY     - Date     Condition        Report By
 BG4631  HISTORY     - 1977     MONUMENTED       NOS
 BG4631  HISTORY     - 1985     GOOD             FLDNR
 BG4631  HISTORY     - 19971006 MARK NOT FOUND   USPSQD
 BG4631
 BG4631                          STATION DESCRIPTION
 BG4631
 BG4631'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4631'20.3 MI WNW FROM WEST BAY.
 BG4631'BEGIN AT THE NORTH END OF THE STATE ROAD 79 BRIDGE OVER THE
 BG4631'INTRACOASTAL WATERWAY, GO 2.75 MILES NORTH ON STATE ROAD 79 TO THE
 BG4631'JUNCTION OF STEELFIELD ROAD, GO 9.9 MILES WEST ON STEELFIELD ROAD TO
 BG4631'THE Y-JUNCTION OF BUNKER ROAD, GO 7.65 MILES WEST ON BUNKER ROAD TO
 BG4631'ITS END AT A SAND ROAD LEADING WEST AND THE MARK VICINITY.  THE MARK
 BG4631'BEARS 73 FEET NORTH OF THE CENTERLINE OF THE SAND ROAD, 1.2 FEET
 BG4631'NORTH OF THE NORTHWEST CORNER OF A SMALL A-FRAME SHED, 25 FEET EAST
 BG4631'OF THE NORTHEAST CORNER OF THE REMAINING FOUNDATION OF A BURNED DOWN
 BG4631'HOUSE, 35 FEET EAST-SOUTHEAST OF THE EASTERNMOST END OF A DOCK, AND
 BG4631'ABOUT 400 FEET WEST OF THE END OF BUNKER ROAD.
 BG4631
 BG4631                          STATION RECOVERY (1997)
 BG4631
 BG4631'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG4631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4632 ***********************************************************************
 BG4632  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4632  DESIGNATION -  872 9329 C TIDAL
 BG4632  PID         -  BG4632
 BG4632  STATE/COUNTY-  FL/WALTON
 BG4632  USGS QUAD   -  BUNKER (1976)
 BG4632
 BG4632                         *CURRENT SURVEY CONTROL
 BG4632  ___________________________________________________________________
 BG4632* NAD 83(1986)-  30 23 41.     (N)    086 05 19.     (W)     SCALED    
 BG4632* NAVD 88     -         1.129  (meters)       3.70   (feet)  ADJUSTED  
 BG4632  ___________________________________________________________________
 BG4632  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4632  DYNAMIC HT  -           1.127 (meters)       3.70  (feet)  COMP
 BG4632  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BG4632
 BG4632  VERT ORDER  -  SECOND    CLASS I
 BG4632
 BG4632.The horizontal coordinates were scaled from a topographic map and have
 BG4632.an estimated accuracy of +/- 6 seconds.
 BG4632
 BG4632.The orthometric height was determined by differential leveling
 BG4632.and adjusted by the National Geodetic Survey in June 1991..
 BG4632
 BG4632.This Tidal Bench Mark is designated as VM 10077
 BG4632.by the Center for Operational Oceanographic Products and Services.
 BG4632
 BG4632.The geoid height was determined by GEOID03.
 BG4632
 BG4632.The dynamic height is computed by dividing the NAVD 88
 BG4632.geopotential number by the normal gravity value computed on the
 BG4632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4632.degrees latitude (g = 980.6199 gals.).
 BG4632
 BG4632.The modeled gravity was interpolated from observed gravity values.
 BG4632
 BG4632;                    North         East    Units  Estimated Accuracy
 BG4632;SPC FL N     -   155,670.      447,340.      MT  (+/- 180 meters Scaled)
 BG4632
 BG4632                          SUPERSEDED SURVEY CONTROL
 BG4632
 BG4632.No superseded survey control is available for this station.
 BG4632
 BG4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU875628(NAD 83)
 BG4632_MARKER: DJ = TIDAL STATION DISK
 BG4632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4632_SP_SET: CONCRETE POST
 BG4632_STAMPING: 9329 C 1977
 BG4632_MARK LOGO: NOS   
 BG4632_PROJECTION: RECESSED 3 CENTIMETERS
 BG4632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4632+STABILITY: SURFACE MOTION
 BG4632
 BG4632  HISTORY     - Date     Condition        Report By
 BG4632  HISTORY     - 1977     MONUMENTED       NOS
 BG4632  HISTORY     - 1985     GOOD             FLDNR
 BG4632  HISTORY     - 19971006 GOOD             USPSQD
 BG4632
 BG4632                          STATION DESCRIPTION
 BG4632
 BG4632'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4632'20.3 MI WNW FROM WEST BAY.
 BG4632'BEGIN AT THE NORTH END OF THE STATE ROAD 79 BRIDGE OVER THE
 BG4632'INTRACOASTAL WATERWAY, GO 2.75 MILES NORTH ON STATE ROAD 79 TO THE
 BG4632'JUNCTION OF STEELFIELD ROAD, GO 9.9 MILES WEST ON STEELFIELD ROAD TO
 BG4632'THE Y-JUNCTION OF BUNKER ROAD, GO 7.65 MILES WEST ON BUNKER ROAD TO
 BG4632'ITS END AT A SAND ROAD LEADING WEST AND THE MARK VICINITY.  THE MARK
 BG4632'BEARS 10.4 FEET NORTH OF THE CENTERLINE OF THE SAND ROAD, 1.7 FEET
 BG4632'EAST-SOUTHEAST OF A POWER POLE WITH A WITNESS SIGN ATTACHED, AND
 BG4632'ABOUT 425 FEET WEST OF THE END OF BUNKER ROAD.
 BG4632
 BG4632                          STATION RECOVERY (1997)
 BG4632
 BG4632'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG4632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4633 ***********************************************************************
 BG4633  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4633  DESIGNATION -  872 9329 D TIDAL
 BG4633  PID         -  BG4633
 BG4633  STATE/COUNTY-  FL/WALTON
 BG4633  USGS QUAD   -  BUNKER (1976)
 BG4633
 BG4633                         *CURRENT SURVEY CONTROL
 BG4633  ___________________________________________________________________
 BG4633* NAD 83(1986)-  30 23 40.     (N)    086 05 21.     (W)     SCALED    
 BG4633* NAVD 88     -         1.281  (meters)       4.20   (feet)  ADJUSTED  
 BG4633  ___________________________________________________________________
 BG4633  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4633  DYNAMIC HT  -           1.279 (meters)       4.20  (feet)  COMP
 BG4633  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BG4633
 BG4633  VERT ORDER  -  SECOND    CLASS I
 BG4633
 BG4633.The horizontal coordinates were scaled from a topographic map and have
 BG4633.an estimated accuracy of +/- 6 seconds.
 BG4633
 BG4633.The orthometric height was determined by differential leveling
 BG4633.and adjusted by the National Geodetic Survey in June 1991..
 BG4633
 BG4633.This Tidal Bench Mark is designated as VM 10078
 BG4633.by the Center for Operational Oceanographic Products and Services.
 BG4633
 BG4633.The geoid height was determined by GEOID03.
 BG4633
 BG4633.The dynamic height is computed by dividing the NAVD 88
 BG4633.geopotential number by the normal gravity value computed on the
 BG4633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4633.degrees latitude (g = 980.6199 gals.).
 BG4633
 BG4633.The modeled gravity was interpolated from observed gravity values.
 BG4633
 BG4633;                    North         East    Units  Estimated Accuracy
 BG4633;SPC FL N     -   155,640.      447,290.      MT  (+/- 180 meters Scaled)
 BG4633
 BG4633                          SUPERSEDED SURVEY CONTROL
 BG4633
 BG4633.No superseded survey control is available for this station.
 BG4633
 BG4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU875628(NAD 83)
 BG4633_MARKER: DJ = TIDAL STATION DISK
 BG4633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4633_SP_SET: CONCRETE POST
 BG4633_STAMPING: 9329 D 1977
 BG4633_MARK LOGO: NOS   
 BG4633_PROJECTION: FLUSH
 BG4633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4633+STABILITY: SURFACE MOTION
 BG4633
 BG4633  HISTORY     - Date     Condition        Report By
 BG4633  HISTORY     - 1977     MONUMENTED       NOS
 BG4633  HISTORY     - 1985     GOOD             FLDNR
 BG4633  HISTORY     - 19971006 GOOD             USPSQD
 BG4633
 BG4633                          STATION DESCRIPTION
 BG4633
 BG4633'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4633'20.3 MI WNW FROM WEST BAY.
 BG4633'BEGIN AT THE NORTH END OF THE STATE ROAD 79 BRIDGE OVER THE
 BG4633'INTRACOASTAL WATERWAY, GO 2.75 MILES NORTH ON STATE ROAD 79 TO THE
 BG4633'JUNCTION OF STEELFIELD ROAD, GO 9.9 MILES WEST ON STEELFIELD ROAD TO
 BG4633'THE Y-JUNCTION OF BUNKER ROAD, GO 7.65 MILES WEST ON BUNKER ROAD TO
 BG4633'ITS END AT A SAND ROAD LEADING WEST AND THE MARK VICINITY.  THE MARK
 BG4633'BEARS ABOUT 600 FEET WEST OF THE END OF BUNKER ROAD, 12 FEET SOUTH OF
 BG4633'THE CENTERLINE OF THE SAND ROAD, 50 FEET SOUTH-SOUTHEAST OF THE
 BG4633'SOUTHEAST CORNER OF A HOUSE, 5 FEET NORTH OF A POWER POLE WITH A
 BG4633'WITNESS SIGN ATTACHED, AND 213 FEET WEST-SOUTHWEST OF BENCH MARK 9329
 BG4633'C 1977
 BG4633
 BG4633                          STATION RECOVERY (1997)
 BG4633
 BG4633'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG4633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4630 ***********************************************************************
 BG4630  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4630  DESIGNATION -  872 9329 E TIDAL
 BG4630  PID         -  BG4630
 BG4630  STATE/COUNTY-  FL/WALTON
 BG4630  USGS QUAD   -  BUNKER (1976)
 BG4630
 BG4630                         *CURRENT SURVEY CONTROL
 BG4630  ___________________________________________________________________
 BG4630* NAD 83(1986)-  30 23 41.     (N)    086 05 15.     (W)     SCALED    
 BG4630* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 BG4630  ___________________________________________________________________
 BG4630  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4630  DYNAMIC HT  -           1.655 (meters)       5.43  (feet)  COMP
 BG4630  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BG4630
 BG4630  VERT ORDER  -  SECOND    CLASS I
 BG4630
 BG4630.The horizontal coordinates were scaled from a topographic map and have
 BG4630.an estimated accuracy of +/- 6 seconds.
 BG4630
 BG4630.The orthometric height was determined by differential leveling
 BG4630.and adjusted by the National Geodetic Survey in June 1991..
 BG4630
 BG4630.This Tidal Bench Mark is designated as VM 10079
 BG4630.by the Center for Operational Oceanographic Products and Services.
 BG4630
 BG4630.The geoid height was determined by GEOID03.
 BG4630
 BG4630.The dynamic height is computed by dividing the NAVD 88
 BG4630.geopotential number by the normal gravity value computed on the
 BG4630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4630.degrees latitude (g = 980.6199 gals.).
 BG4630
 BG4630.The modeled gravity was interpolated from observed gravity values.
 BG4630
 BG4630;                    North         East    Units  Estimated Accuracy
 BG4630;SPC FL N     -   155,660.      447,450.      MT  (+/- 180 meters Scaled)
 BG4630
 BG4630                          SUPERSEDED SURVEY CONTROL
 BG4630
 BG4630.No superseded survey control is available for this station.
 BG4630
 BG4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU876628(NAD 83)
 BG4630_MARKER: DJ = TIDAL STATION DISK
 BG4630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4630_SP_SET: CONCRETE POST
 BG4630_STAMPING: 9329 E 1977
 BG4630_MARK LOGO: NOS   
 BG4630_PROJECTION: FLUSH
 BG4630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4630+STABILITY: SURFACE MOTION
 BG4630
 BG4630  HISTORY     - Date     Condition        Report By
 BG4630  HISTORY     - 1977     MONUMENTED       NOS
 BG4630  HISTORY     - 1985     GOOD             FLDNR
 BG4630  HISTORY     - 19971006 MARK NOT FOUND   USPSQD
 BG4630
 BG4630                          STATION DESCRIPTION
 BG4630
 BG4630'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4630'20.3 MI WNW FROM WEST BAY.
 BG4630'BEGIN AT THE NORTH END OF THE STATE ROAD 79 BRIDGE OVER THE
 BG4630'INTRACOASTAL WATERWAY, GO 2.75 MILES NORTH ON STATE ROAD 79 TO THE
 BG4630'JUNCTION OF STEELFIELD ROAD, GO 9.9 MILES WEST ON STEELFIELD ROAD TO
 BG4630'THE Y-JUNCTION OF BUNKER ROAD, GO 7.65 MILES WEST ON BUNKER ROAD TO
 BG4630'ITS END AT A SAND ROAD LEADING WEST AND THE MARK VICINITY.  THE MARK
 BG4630'BEARS 11.3 FEET NORTH OF THE CENTERLINE OF THE SAND ROAD, 16 FEET
 BG4630'EAST OF THE CENTERLINE OF THE OLD DRIVE TO THE EASTERNMOST HOUSE ON
 BG4630'THE SAND ROAD, 5.2 FEET SOUTHWEST OF A POWER POLE WITH A SIGN
 BG4630'ATTACHED, AND 380 FEET EAST OF BENCH MARK 9329 C 1977.
 BG4630
 BG4630                          STATION RECOVERY (1997)
 BG4630
 BG4630'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG4630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4629 ***********************************************************************
 BG4629  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4629  DESIGNATION -  872 9329 F TIDAL
 BG4629  PID         -  BG4629
 BG4629  STATE/COUNTY-  FL/WALTON
 BG4629  USGS QUAD   -  BUNKER (1976)
 BG4629
 BG4629                         *CURRENT SURVEY CONTROL
 BG4629  ___________________________________________________________________
 BG4629* NAD 83(1986)-  30 23 28.     (N)    086 05 11.     (W)     SCALED    
 BG4629* NAVD 88     -         1.365  (meters)       4.48   (feet)  ADJUSTED  
 BG4629  ___________________________________________________________________
 BG4629  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4629  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 BG4629  MODELED GRAV-     979,336.4   (mgal)                       NAVD 88
 BG4629
 BG4629  VERT ORDER  -  SECOND    CLASS I
 BG4629
 BG4629.The horizontal coordinates were scaled from a topographic map and have
 BG4629.an estimated accuracy of +/- 6 seconds.
 BG4629
 BG4629.The orthometric height was determined by differential leveling
 BG4629.and adjusted by the National Geodetic Survey in June 1991..
 BG4629
 BG4629.This Tidal Bench Mark is designated as VM 10080
 BG4629.by the Center for Operational Oceanographic Products and Services.
 BG4629
 BG4629.The geoid height was determined by GEOID03.
 BG4629
 BG4629.The dynamic height is computed by dividing the NAVD 88
 BG4629.geopotential number by the normal gravity value computed on the
 BG4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4629.degrees latitude (g = 980.6199 gals.).
 BG4629
 BG4629.The modeled gravity was interpolated from observed gravity values.
 BG4629
 BG4629;                    North         East    Units  Estimated Accuracy
 BG4629;SPC FL N     -   155,260.      447,550.      MT  (+/- 180 meters Scaled)
 BG4629
 BG4629                          SUPERSEDED SURVEY CONTROL
 BG4629
 BG4629.No superseded survey control is available for this station.
 BG4629
 BG4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU877624(NAD 83)
 BG4629_MARKER: DJ = TIDAL STATION DISK
 BG4629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4629_SP_SET: CONCRETE POST
 BG4629_STAMPING: 9329 F 1985
 BG4629_MARK LOGO: NOS   
 BG4629_PROJECTION: FLUSH
 BG4629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4629+STABILITY: SURFACE MOTION
 BG4629
 BG4629  HISTORY     - Date     Condition        Report By
 BG4629  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4629  HISTORY     - 19971006 GOOD             USPSQD
 BG4629
 BG4629                          STATION DESCRIPTION
 BG4629
 BG4629'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4629'20.05 MI WNW FROM WEST BAY.
 BG4629'BEGIN AT THE NORTH END OF THE STATE ROAD 79 BRIDGE OVER THE
 BG4629'INTRACOASTAL WATERWAY, GO 2.75 MILES NORTH ON STATE ROAD 79 TO THE
 BG4629'JUNCTION OF STEELFIELD ROAD, GO 9.9 MILES WEST ON STEELFIELD ROAD TO
 BG4629'THE Y-JUNCTION OF BUNKER ROAD, GO 7.4 MILES WEST ON BUNKER ROAD TO
 BG4629'THE JUNCTION OF LAZY BONE STREET AND THE MARK.  THE MARK BEARS 25
 BG4629'FEET WEST-SOUTHWEST OF THE CENTERLINE OF BUNKER ROAD, 16 FEET SOUTH-
 BG4629'SOUTHEAST OF THE CENTERLINE OF LAZY BONE STREET, 57 FEET SOUTHEAST
 BG4629'OF, AND ACROSS LAZY BONE STREET FROM, A POWER POLE WITH TRANSFORMER
 BG4629'15, 49 FEET SOUTHWEST OF, AND ACROSS BUNKER ROAD FROM, A POWERLINE
 BG4629'ANCHOR POLE, AND 1.5 FEET NORTHEAST OF A WITNESS POST.
 BG4629'THE MARK IS ABOVE LEVEL WITH ROAD.
 BG4629
 BG4629                          STATION RECOVERY (1997)
 BG4629
 BG4629'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG4629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4613 ***********************************************************************
 BG4613  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4613  DESIGNATION -  872 9332 F TIDAL
 BG4613  PID         -  BG4613
 BG4613  STATE/COUNTY-  FL/WALTON
 BG4613  USGS QUAD   -  FREEPORT (1976)
 BG4613
 BG4613                         *CURRENT SURVEY CONTROL
 BG4613  ___________________________________________________________________
 BG4613* NAD 83(1986)-  30 25 49.     (N)    086 08 10.     (W)     SCALED    
 BG4613* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 BG4613  ___________________________________________________________________
 BG4613  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG4613  DYNAMIC HT  -           1.516 (meters)       4.97  (feet)  COMP
 BG4613  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BG4613
 BG4613  VERT ORDER  -  SECOND    CLASS I
 BG4613
 BG4613.The horizontal coordinates were scaled from a topographic map and have
 BG4613.an estimated accuracy of +/- 6 seconds.
 BG4613
 BG4613.The orthometric height was determined by differential leveling
 BG4613.and adjusted by the National Geodetic Survey in June 1991..
 BG4613
 BG4613.This Tidal Bench Mark is designated as VM 10086
 BG4613.by the Center for Operational Oceanographic Products and Services.
 BG4613
 BG4613.The geoid height was determined by GEOID03.
 BG4613
 BG4613.The dynamic height is computed by dividing the NAVD 88
 BG4613.geopotential number by the normal gravity value computed on the
 BG4613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4613.degrees latitude (g = 980.6199 gals.).
 BG4613
 BG4613.The modeled gravity was interpolated from observed gravity values.
 BG4613
 BG4613;                    North         East    Units  Estimated Accuracy
 BG4613;SPC FL N     -   159,670.      442,840.      MT  (+/- 180 meters Scaled)
 BG4613
 BG4613                          SUPERSEDED SURVEY CONTROL
 BG4613
 BG4613.No superseded survey control is available for this station.
 BG4613
 BG4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU829667(NAD 83)
 BG4613_MARKER: DJ = TIDAL STATION DISK
 BG4613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4613_SP_SET: CONCRETE POST
 BG4613_STAMPING: 9332 F 1985
 BG4613_MARK LOGO: NOS   
 BG4613_PROJECTION: FLUSH
 BG4613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4613+STABILITY: SURFACE MOTION
 BG4613
 BG4613  HISTORY     - Date     Condition        Report By
 BG4613  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4613  HISTORY     - 19940313 GOOD             USPSQD
 BG4613
 BG4613                          STATION DESCRIPTION
 BG4613
 BG4613'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4613'6.6 MI SE FROM FREEPORT.
 BG4613'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20,
 BG4613'GO 5.4 MILES SOUTHEAST ON U.S. 331 TO THE JUNCTION OF JOLLY BAY
 BG4613'ROAD, GO 1.0 MILE WEST ON JOLLY BAY ROAD TO A T-JUNCTION, GO 0.2 MILE
 BG4613'SOUTH ON THE ROAD TO A 90-DEGREE RIGHT TURN AND THE MARK.  THE MARK
 BG4613'BEARS 17.7 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 29.2
 BG4613'FEET WEST OF THE EXTENDED CENTERLINE OF THE NORTH-SOUTH ROAD, 56 FEET
 BG4613'EAST-SOUTHEAST OF POWER POLE C3-8-1-3 WITH A TRANSFORMER, AND 1.4
 BG4613'FEET NORTH OF A WITNESS POST.
 BG4613'THE MARK IS 1 FT BELOW ROAD.
 BG4613
 BG4613                          STATION RECOVERY (1994)
 BG4613
 BG4613'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG4613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4614 ***********************************************************************
 BG4614  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4614  DESIGNATION -  872 9332 G TIDAL
 BG4614  PID         -  BG4614
 BG4614  STATE/COUNTY-  FL/WALTON
 BG4614  USGS QUAD   -  FREEPORT (1976)
 BG4614
 BG4614                         *CURRENT SURVEY CONTROL
 BG4614  ___________________________________________________________________
 BG4614* NAD 83(1986)-  30 25 53.     (N)    086 08 10.     (W)     SCALED    
 BG4614* NAVD 88     -         1.446  (meters)       4.74   (feet)  ADJUSTED  
 BG4614  ___________________________________________________________________
 BG4614  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG4614  DYNAMIC HT  -           1.444 (meters)       4.74  (feet)  COMP
 BG4614  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BG4614
 BG4614  VERT ORDER  -  SECOND    CLASS I
 BG4614
 BG4614.The horizontal coordinates were scaled from a topographic map and have
 BG4614.an estimated accuracy of +/- 6 seconds.
 BG4614
 BG4614.The orthometric height was determined by differential leveling
 BG4614.and adjusted by the National Geodetic Survey in June 1991..
 BG4614
 BG4614.This Tidal Bench Mark is designated as VM 10087
 BG4614.by the Center for Operational Oceanographic Products and Services.
 BG4614
 BG4614.The geoid height was determined by GEOID03.
 BG4614
 BG4614.The dynamic height is computed by dividing the NAVD 88
 BG4614.geopotential number by the normal gravity value computed on the
 BG4614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4614.degrees latitude (g = 980.6199 gals.).
 BG4614
 BG4614.The modeled gravity was interpolated from observed gravity values.
 BG4614
 BG4614;                    North         East    Units  Estimated Accuracy
 BG4614;SPC FL N     -   159,800.      442,840.      MT  (+/- 180 meters Scaled)
 BG4614
 BG4614                          SUPERSEDED SURVEY CONTROL
 BG4614
 BG4614.No superseded survey control is available for this station.
 BG4614
 BG4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU829669(NAD 83)
 BG4614_MARKER: DJ = TIDAL STATION DISK
 BG4614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4614_SP_SET: CONCRETE POST
 BG4614_STAMPING: 9332 G 1985
 BG4614_MARK LOGO: NOS   
 BG4614_PROJECTION: FLUSH
 BG4614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4614+STABILITY: SURFACE MOTION
 BG4614
 BG4614  HISTORY     - Date     Condition        Report By
 BG4614  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4614  HISTORY     - 19960613 GOOD             USPSQD
 BG4614
 BG4614                          STATION DESCRIPTION
 BG4614
 BG4614'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4614'6.5 MI SE FROM FREEPORT.
 BG4614'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20,
 BG4614'GO 5.4 MILES SOUTHEAST ON U.S. 331 TO THE JUNCTION OF JOLLY BAY
 BG4614'ROAD, GO 1.0 MILE WEST ON JOLLY BAY ROAD TO A T-JUNCTION, GO 0.1 MILE
 BG4614'SOUTH ON THE ROAD TO THE MARK.  THE MARK BEARS 17.5 FEET
 BG4614'EAST-SOUTHEAST OF THE CENTERLINE OF JOLLY BAY ROAD, 63 FEET NORTH OF
 BG4614'THE CENTERLINE OF SUNSET DRIVE, 11.9 FEET NORTH OF A POWER POLE, AND
 BG4614'1.6 FEET WEST OF A WITNESS POST.
 BG4614'THE MARK IS ABOVE LEVEL WITH ROAD.
 BG4614
 BG4614                          STATION RECOVERY (1996)
 BG4614
 BG4614'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4615 ***********************************************************************
 BG4615  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4615  DESIGNATION -  872 9332 H TIDAL
 BG4615  PID         -  BG4615
 BG4615  STATE/COUNTY-  FL/WALTON
 BG4615  USGS QUAD   -  FREEPORT (1976)
 BG4615
 BG4615                         *CURRENT SURVEY CONTROL
 BG4615  ___________________________________________________________________
 BG4615* NAD 83(1986)-  30 25 56.     (N)    086 08 06.     (W)     SCALED    
 BG4615* NAVD 88     -         1.529  (meters)       5.02   (feet)  ADJUSTED  
 BG4615  ___________________________________________________________________
 BG4615  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG4615  DYNAMIC HT  -           1.527 (meters)       5.01  (feet)  COMP
 BG4615  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BG4615
 BG4615  VERT ORDER  -  SECOND    CLASS I
 BG4615
 BG4615.The horizontal coordinates were scaled from a topographic map and have
 BG4615.an estimated accuracy of +/- 6 seconds.
 BG4615
 BG4615.The orthometric height was determined by differential leveling
 BG4615.and adjusted by the National Geodetic Survey in June 1991..
 BG4615
 BG4615.This Tidal Bench Mark is designated as VM 10088
 BG4615.by the Center for Operational Oceanographic Products and Services.
 BG4615
 BG4615.The geoid height was determined by GEOID03.
 BG4615
 BG4615.The dynamic height is computed by dividing the NAVD 88
 BG4615.geopotential number by the normal gravity value computed on the
 BG4615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4615.degrees latitude (g = 980.6199 gals.).
 BG4615
 BG4615.The modeled gravity was interpolated from observed gravity values.
 BG4615
 BG4615;                    North         East    Units  Estimated Accuracy
 BG4615;SPC FL N     -   159,890.      442,950.      MT  (+/- 180 meters Scaled)
 BG4615
 BG4615                          SUPERSEDED SURVEY CONTROL
 BG4615
 BG4615.No superseded survey control is available for this station.
 BG4615
 BG4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU830669(NAD 83)
 BG4615_MARKER: DJ = TIDAL STATION DISK
 BG4615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4615_SP_SET: CONCRETE POST
 BG4615_STAMPING: 9332 H 1985
 BG4615_MARK LOGO: NOS   
 BG4615_PROJECTION: FLUSH
 BG4615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4615+STABILITY: SURFACE MOTION
 BG4615
 BG4615  HISTORY     - Date     Condition        Report By
 BG4615  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4615  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 BG4615
 BG4615                          STATION DESCRIPTION
 BG4615
 BG4615'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4615'6.45 MI SE FROM FREEPORT.
 BG4615'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20,
 BG4615'GO 5.4 MILES SOUTHEAST ON U.S. 331 TO THE JUNCTION OF JOLLY BAY
 BG4615'ROAD, GO 1.0 MILE WEST ON JOLLY BAY ROAD TO A T-JUNCTION, GO 0.05
 BG4615'MILE SOUTH ON THE ROAD TO THE MARK.  THE MARK BEARS 23.3 FEET
 BG4615'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET EAST OF A 14-INCH
 BG4615'DIAMETER BLAZED PINE TREE, 320 FEET SOUTHWEST OF BENCH MARK B 300
 BG4615'1967, AND 1.3 FEET NORTHWEST OF A WITNESS POST.
 BG4615'THE MARK IS ABOVE LEVEL WITH ROAD.
 BG4615
 BG4615                          STATION RECOVERY (1994)
 BG4615
 BG4615'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG4615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2208 ***********************************************************************
 BG2208  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2208  DESIGNATION -  872 9332 TIDAL 1
 BG2208  PID         -  BG2208
 BG2208  STATE/COUNTY-  FL/WALTON
 BG2208  USGS QUAD   -  FREEPORT (1976)
 BG2208
 BG2208                         *CURRENT SURVEY CONTROL
 BG2208  ___________________________________________________________________
 BG2208* NAD 83(1986)-  30 25 48.     (N)    086 08 09.     (W)     SCALED    
 BG2208* NAVD 88     -         1.339  (meters)       4.39   (feet)  ADJUSTED  
 BG2208  ___________________________________________________________________
 BG2208  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2208  DYNAMIC HT  -           1.337 (meters)       4.39  (feet)  COMP
 BG2208  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BG2208
 BG2208  VERT ORDER  -  FIRST     CLASS I
 BG2208
 BG2208.The horizontal coordinates were scaled from a topographic map and have
 BG2208.an estimated accuracy of +/- 6 seconds.
 BG2208
 BG2208.The orthometric height was determined by differential leveling
 BG2208.and adjusted by the National Geodetic Survey in June 1991..
 BG2208
 BG2208.This Tidal Bench Mark is designated as VM 10081
 BG2208.by the Center for Operational Oceanographic Products and Services.
 BG2208
 BG2208.The geoid height was determined by GEOID03.
 BG2208
 BG2208.The dynamic height is computed by dividing the NAVD 88
 BG2208.geopotential number by the normal gravity value computed on the
 BG2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2208.degrees latitude (g = 980.6199 gals.).
 BG2208
 BG2208.The modeled gravity was interpolated from observed gravity values.
 BG2208
 BG2208;                    North         East    Units  Estimated Accuracy
 BG2208;SPC FL N     -   159,640.      442,860.      MT  (+/- 180 meters Scaled)
 BG2208
 BG2208                          SUPERSEDED SURVEY CONTROL
 BG2208
 BG2208  NGVD 29 (??/??/92)    1.447  (m)            4.75   (f) ADJ UNCH    1 1
 BG2208
 BG2208.Superseded values are not recommended for survey control.
 BG2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2208.See file dsdata.txt to determine how the superseded data were derived.
 BG2208
 BG2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU829667(NAD 83)
 BG2208_MARKER: DJ = TIDAL STATION DISK
 BG2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2208_STAMPING: 1 1939
 BG2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2208+STABILITY: SURFACE MOTION
 BG2208
 BG2208  HISTORY     - Date     Condition        Report By
 BG2208  HISTORY     - 1939     MONUMENTED       CGS
 BG2208  HISTORY     - 1967     GOOD             NGS
 BG2208  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 BG2208  HISTORY     - 19981119 MARK NOT FOUND   USPSQD
 BG2208
 BG2208                          STATION DESCRIPTION
 BG2208
 BG2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2208'6.6 MI SE FROM FREEPORT.
 BG2208'ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST
 BG2208'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, THENCE 1.0 MILE
 BG2208'SOUTHEAST ALONG A GRADED ROAD, THENCE 0.2 MILE SOUTHWEST ALONG
 BG2208'A SAND ROAD, IN SECTION 3, R 19 W, T 2 S, 118 FEET NORTH OF THE
 BG2208'HIGH WATER LINE OF JOLLY BAY, 237 FEET WEST OF THE CENTER LINE
 BG2208'OF THE ROAD, 139 FEET SOUTH OF THE CENTER LINE OF A NARROW
 BG2208'DRIVEWAY LEADING WEST, 54 FEET EAST OF A 30-INCH OAK TREE, ABOUT
 BG2208'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BG2208'PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 BG2208'NOTE-- CHOCTAWHATCHEE BAY.
 BG2208
 BG2208                          STATION RECOVERY (1994)
 BG2208
 BG2208'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2208'MARK NOT FOUND.
 BG2208
 BG2208                          STATION RECOVERY (1998)
 BG2208
 BG2208'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2209 ***********************************************************************
 BG2209  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2209  DESIGNATION -  872 9332 TIDAL 2
 BG2209  PID         -  BG2209
 BG2209  STATE/COUNTY-  FL/WALTON
 BG2209  USGS QUAD   -  FREEPORT (1976)
 BG2209
 BG2209                         *CURRENT SURVEY CONTROL
 BG2209  ___________________________________________________________________
 BG2209* NAD 83(1986)-  30 25 48.     (N)    086 08 09.     (W)     SCALED    
 BG2209* NAVD 88     -         1.395  (meters)       4.58   (feet)  ADJUSTED  
 BG2209  ___________________________________________________________________
 BG2209  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2209  DYNAMIC HT  -           1.394 (meters)       4.57  (feet)  COMP
 BG2209  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BG2209
 BG2209  VERT ORDER  -  FIRST     CLASS I
 BG2209
 BG2209.The horizontal coordinates were scaled from a topographic map and have
 BG2209.an estimated accuracy of +/- 6 seconds.
 BG2209
 BG2209.The orthometric height was determined by differential leveling
 BG2209.and adjusted by the National Geodetic Survey in June 1991..
 BG2209
 BG2209.This Tidal Bench Mark is designated as VM 10082
 BG2209.by the Center for Operational Oceanographic Products and Services.
 BG2209
 BG2209.The geoid height was determined by GEOID03.
 BG2209
 BG2209.The dynamic height is computed by dividing the NAVD 88
 BG2209.geopotential number by the normal gravity value computed on the
 BG2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2209.degrees latitude (g = 980.6199 gals.).
 BG2209
 BG2209.The modeled gravity was interpolated from observed gravity values.
 BG2209
 BG2209;                    North         East    Units  Estimated Accuracy
 BG2209;SPC FL N     -   159,640.      442,860.      MT  (+/- 180 meters Scaled)
 BG2209
 BG2209                          SUPERSEDED SURVEY CONTROL
 BG2209
 BG2209  NGVD 29 (??/??/92)    1.504  (m)            4.93   (f) ADJ UNCH    1 1
 BG2209
 BG2209.Superseded values are not recommended for survey control.
 BG2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2209.See file dsdata.txt to determine how the superseded data were derived.
 BG2209
 BG2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU829667(NAD 83)
 BG2209_MARKER: DJ = TIDAL STATION DISK
 BG2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2209_SP_SET: CONCRETE POST
 BG2209_STAMPING: 2 1939
 BG2209_MARK LOGO: CGS   
 BG2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2209+STABILITY: SURFACE MOTION
 BG2209
 BG2209  HISTORY     - Date     Condition        Report By
 BG2209  HISTORY     - 1939     MONUMENTED       CGS
 BG2209  HISTORY     - 1967     GOOD             NGS
 BG2209  HISTORY     - 1985     GOOD             FLDNR
 BG2209  HISTORY     - 19981119 GOOD             USPSQD
 BG2209
 BG2209                          STATION DESCRIPTION
 BG2209
 BG2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2209'6.6 MI SE FROM FREEPORT.
 BG2209'ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST
 BG2209'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, THENCE 1.0 MILE
 BG2209'SOUTHEAST ALONG A GRADED SAND ROAD, THENCE 0.2 MILE SOUTHWEST
 BG2209'ALONG A GRADED SAND ROAD, IN SECTION 3, R 19 W, T 2 S, 131 FEET
 BG2209'NORTH OF THE HIGH WATER LINE OF JOLLY BAY, 171 FEET WEST OF THE
 BG2209'CENTER LINE OF THE ROAD, 125 1/2 FEET SOUTH OF THE CENTER LINE
 BG2209'OF A DRIVEWAY LEADING WEST, 91 FEET SOUTHWEST OF TIDAL BM 3
 BG2209'DESCRIBED, AND UNDER THE NORTHEAST CORNER OF THE PORCH OF AN OLD
 BG2209'FRAME HOUSE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BG2209'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
 BG2209'NOTE-- CHOCTAWHATCHEE BAY.
 BG2209
 BG2209                          STATION RECOVERY (1985)
 BG2209
 BG2209'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG2209'RECOVERED IN GOOD CONDITION.
 BG2209
 BG2209                          STATION RECOVERY (1998)
 BG2209
 BG2209'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2205 ***********************************************************************
 BG2205  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2205  DESIGNATION -  872 9332 TIDAL 3
 BG2205  PID         -  BG2205
 BG2205  STATE/COUNTY-  FL/WALTON
 BG2205  USGS QUAD   -  FREEPORT (1976)
 BG2205
 BG2205                         *CURRENT SURVEY CONTROL
 BG2205  ___________________________________________________________________
 BG2205* NAD 83(1986)-  30 25 52.     (N)    086 08 08.     (W)     SCALED    
 BG2205* NAVD 88     -         1.538  (meters)       5.05   (feet)  ADJUSTED  
 BG2205  ___________________________________________________________________
 BG2205  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2205  DYNAMIC HT  -           1.536 (meters)       5.04  (feet)  COMP
 BG2205  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BG2205
 BG2205  VERT ORDER  -  FIRST     CLASS I
 BG2205
 BG2205.The horizontal coordinates were scaled from a topographic map and have
 BG2205.an estimated accuracy of +/- 6 seconds.
 BG2205
 BG2205.The orthometric height was determined by differential leveling
 BG2205.and adjusted by the National Geodetic Survey in June 1991..
 BG2205
 BG2205.This Tidal Bench Mark is designated as VM 10083
 BG2205.by the Center for Operational Oceanographic Products and Services.
 BG2205
 BG2205.The geoid height was determined by GEOID03.
 BG2205
 BG2205.The dynamic height is computed by dividing the NAVD 88
 BG2205.geopotential number by the normal gravity value computed on the
 BG2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2205.degrees latitude (g = 980.6199 gals.).
 BG2205
 BG2205.The modeled gravity was interpolated from observed gravity values.
 BG2205
 BG2205;                    North         East    Units  Estimated Accuracy
 BG2205;SPC FL N     -   159,760.      442,890.      MT  (+/- 180 meters Scaled)
 BG2205
 BG2205                          SUPERSEDED SURVEY CONTROL
 BG2205
 BG2205  NGVD 29 (??/??/92)    1.647  (m)            5.40   (f) ADJ UNCH    1 1
 BG2205
 BG2205.Superseded values are not recommended for survey control.
 BG2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2205.See file dsdata.txt to determine how the superseded data were derived.
 BG2205
 BG2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU830668(NAD 83)
 BG2205_MARKER: DJ = TIDAL STATION DISK
 BG2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2205_STAMPING: 3 1939
 BG2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2205+STABILITY: SURFACE MOTION
 BG2205
 BG2205  HISTORY     - Date     Condition        Report By
 BG2205  HISTORY     - 1939     MONUMENTED       CGS
 BG2205  HISTORY     - 1967     GOOD             NGS
 BG2205  HISTORY     - 1975     GOOD             NGS
 BG2205  HISTORY     - 1990     GOOD             USPSQD
 BG2205  HISTORY     - 19940313 GOOD             USPSQD
 BG2205  HISTORY     - 19981119 GOOD             USPSQD
 BG2205
 BG2205                          STATION DESCRIPTION
 BG2205
 BG2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2205'6.6 MI SE FROM FREEPORT.
 BG2205'ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST
 BG2205'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, THENCE 1.0 MILE
 BG2205'SOUTHEAST ALONG A GRADED SAND ROAD, THENCE 0.1 MILE SOUTHWEST
 BG2205'ALONG A SAND ROAD, IN SECTION 3, R 19 W, T 2 S, 164 FEET NORTH
 BG2205'OF THE HIGH WATER LINE OF JOLLY BAY, 100 FEET WEST OF THE CENTER
 BG2205'LINE OF THE ROAD, 62 1/2 FEET SOUTH OF THE CENTER LINE OF A
 BG2205'NARROW PRIVATE ROAD LEADING WEST, 10 FEET NORTHEAST OF THE CENTER
 BG2205'ONE OF A ROW OF 3-30 INCH PINE TREES, ABOUT LEVEL WITH THE
 BG2205'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BG2205'ABOVE THE LEVEL OF THE GROUND.  NOTE-- CHOCTAWHATCHEE BAY.
 BG2205
 BG2205                          STATION RECOVERY (1975)
 BG2205
 BG2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2205'RECOVERED IN GOOD CONDITION.
 BG2205
 BG2205                          STATION RECOVERY (1990)
 BG2205
 BG2205'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2205'RECOVERED IN GOOD CONDITION.
 BG2205
 BG2205                          STATION RECOVERY (1994)
 BG2205
 BG2205'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2205'RECOVERED IN GOOD CONDITION.
 BG2205
 BG2205                          STATION RECOVERY (1998)
 BG2205
 BG2205'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2207 ***********************************************************************
 BG2207  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2207  DESIGNATION -  872 9332 TIDAL 4
 BG2207  PID         -  BG2207
 BG2207  STATE/COUNTY-  FL/WALTON
 BG2207  USGS QUAD   -  FREEPORT (1976)
 BG2207
 BG2207                         *CURRENT SURVEY CONTROL
 BG2207  ___________________________________________________________________
 BG2207* NAD 83(1986)-  30 25 48.     (N)    086 08 10.     (W)     SCALED    
 BG2207* NAVD 88     -         1.404  (meters)       4.61   (feet)  ADJUSTED  
 BG2207  ___________________________________________________________________
 BG2207  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2207  DYNAMIC HT  -           1.402 (meters)       4.60  (feet)  COMP
 BG2207  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BG2207
 BG2207  VERT ORDER  -  FIRST     CLASS I
 BG2207
 BG2207.The horizontal coordinates were scaled from a topographic map and have
 BG2207.an estimated accuracy of +/- 6 seconds.
 BG2207
 BG2207.The orthometric height was determined by differential leveling
 BG2207.and adjusted by the National Geodetic Survey in June 1991..
 BG2207
 BG2207.This Tidal Bench Mark is designated as VM 10084
 BG2207.by the Center for Operational Oceanographic Products and Services.
 BG2207
 BG2207.The geoid height was determined by GEOID03.
 BG2207
 BG2207.The dynamic height is computed by dividing the NAVD 88
 BG2207.geopotential number by the normal gravity value computed on the
 BG2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2207.degrees latitude (g = 980.6199 gals.).
 BG2207
 BG2207.The modeled gravity was interpolated from observed gravity values.
 BG2207
 BG2207;                    North         East    Units  Estimated Accuracy
 BG2207;SPC FL N     -   159,640.      442,840.      MT  (+/- 180 meters Scaled)
 BG2207
 BG2207                          SUPERSEDED SURVEY CONTROL
 BG2207
 BG2207  NGVD 29 (??/??/92)    1.513  (m)            4.96   (f) ADJ UNCH    1 1
 BG2207
 BG2207.Superseded values are not recommended for survey control.
 BG2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2207.See file dsdata.txt to determine how the superseded data were derived.
 BG2207
 BG2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU829667(NAD 83)
 BG2207_MARKER: DJ = TIDAL STATION DISK
 BG2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2207_STAMPING: NO 4 1951
 BG2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2207+STABILITY: SURFACE MOTION
 BG2207
 BG2207  HISTORY     - Date     Condition        Report By
 BG2207  HISTORY     - 1951     MONUMENTED       CGS
 BG2207  HISTORY     - 1967     GOOD             NGS
 BG2207  HISTORY     - 19940313 MARK NOT FOUND   USPSQD
 BG2207  HISTORY     - 19981119 MARK NOT FOUND   USPSQD
 BG2207
 BG2207                          STATION DESCRIPTION
 BG2207
 BG2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2207'6.6 MI SE FROM FREEPORT.
 BG2207'ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST
 BG2207'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, THENCE 1.0 MILE
 BG2207'SOUTHEAST ALONG A GRADED SAND ROAD, THENCE 0.2 MILE SOUTHWEST
 BG2207'ALONG A GRADED SAND ROAD, IN SECTION 3, R 19 W, T 2 S, 151
 BG2207'FEET NORTH OF THE HIGH WATER LINE OF JOLLY BAY, 63 FEET WEST OF
 BG2207'THE CENTER LINE OF THE ROAD, 77 FEET SOUTH OF THE CENTER LINE OF
 BG2207'A NARROW DRIVEWAY LEADING WEST, 12 FEET NORTHWEST OF THE NORTH
 BG2207'ONE OF TWO 16-INCH PECAN TREES, 40.1 FEET SOUTHEAST OF TIDAL
 BG2207'BM 3 DESCRIBED, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BG2207'CONCRETE POST 0.1 FOOT UNDERGROUND.  NOTE-- CHOCTAWHATCHEE BAY.
 BG2207
 BG2207                          STATION RECOVERY (1994)
 BG2207
 BG2207'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2207'MARK NOT FOUND.
 BG2207
 BG2207                          STATION RECOVERY (1998)
 BG2207
 BG2207'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3664 ***********************************************************************
 BG3664  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3664  DESIGNATION -  872 9333 A TIDAL
 BG3664  PID         -  BG3664
 BG3664  STATE/COUNTY-  FL/WALTON
 BG3664  USGS QUAD   -  FREEPORT (1976)
 BG3664
 BG3664                         *CURRENT SURVEY CONTROL
 BG3664  ___________________________________________________________________
 BG3664* NAD 83(1986)-  30 28 00.     (N)    086 08 18.     (W)     SCALED    
 BG3664* NAVD 88     -         1.314  (meters)       4.31   (feet)  ADJUSTED  
 BG3664  ___________________________________________________________________
 BG3664  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG3664  DYNAMIC HT  -           1.313 (meters)       4.31  (feet)  COMP
 BG3664  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG3664
 BG3664  VERT ORDER  -  SECOND    CLASS I
 BG3664
 BG3664.The horizontal coordinates were scaled from a topographic map and have
 BG3664.an estimated accuracy of +/- 6 seconds.
 BG3664
 BG3664.The orthometric height was determined by differential leveling
 BG3664.and adjusted by the National Geodetic Survey in June 1991..
 BG3664
 BG3664.This Tidal Bench Mark is designated as VM 10089
 BG3664.by the Center for Operational Oceanographic Products and Services.
 BG3664
 BG3664.The geoid height was determined by GEOID03.
 BG3664
 BG3664.The dynamic height is computed by dividing the NAVD 88
 BG3664.geopotential number by the normal gravity value computed on the
 BG3664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3664.degrees latitude (g = 980.6199 gals.).
 BG3664
 BG3664.The modeled gravity was interpolated from observed gravity values.
 BG3664
 BG3664;                    North         East    Units  Estimated Accuracy
 BG3664;SPC FL N     -   163,710.      442,680.      MT  (+/- 180 meters Scaled)
 BG3664
 BG3664                          SUPERSEDED SURVEY CONTROL
 BG3664
 BG3664.No superseded survey control is available for this station.
 BG3664
 BG3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU827708(NAD 83)
 BG3664_MARKER: DJ = TIDAL STATION DISK
 BG3664_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BG3664_SP_SET: CONCRETE FOOTING
 BG3664_STAMPING: 9333 A 1977
 BG3664_MARK LOGO: NOS   
 BG3664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3664+STABILITY: SURFACE MOTION
 BG3664
 BG3664  HISTORY     - Date     Condition        Report By
 BG3664  HISTORY     - 1977     MONUMENTED       NOS
 BG3664  HISTORY     - 1984     GOOD             FLDNR
 BG3664
 BG3664                          STATION DESCRIPTION
 BG3664
 BG3664'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3664'2.2 MI SOUTH FROM FREEPORT.
 BG3664'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 SOUTH WITH STATE ROAD 20, 1
 BG3664'MILE EAST OF FREEPORT, GO 1.7 MILES SOUTH ON U.S. 331 TO THE JUNCTION
 BG3664'OF LAGRANGE ROAD, GO 0.2 MILE WEST ON LAGRANGE ROAD TO A DIRT ROAD
 BG3664'LEADING NORTH, GO 0.05 MILE NORTH ON THIS DIRT ROAD TO A FORK AT
 BG3664'HOLLEY POINT ROAD, GO 0.25 MILE WESTERLY ON HOLLEY POINT ROAD TO THE
 BG3664'DAVIS RESIDENCE AND THE MARK.  THE MARK IS SET IN THE CONCRETE FOOTING
 BG3664'AT THE BASE OF THE STAIRWAY TO THE DAVIS HOUSE, 21.3 FEET NORTHWEST OF
 BG3664'THE SOUTH CORNER OF THE HOUSE, 35.7 FEET SOUTHEAST OF THE WEST CORNER
 BG3664'OF THE HOUSE, 0.4 FOOT NORTHWEST OF THE NORTHWEST EDGE OF THE WALKWAY
 BG3664'TO THE STAIRS, AND 0.8 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 BG3664'STAIRWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3663 ***********************************************************************
 BG3663  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3663  DESIGNATION -  872 9333 D TIDAL
 BG3663  PID         -  BG3663
 BG3663  STATE/COUNTY-  FL/WALTON
 BG3663  USGS QUAD   -  FREEPORT (1976)
 BG3663
 BG3663                         *CURRENT SURVEY CONTROL
 BG3663  ___________________________________________________________________
 BG3663* NAD 83(1986)-  30 27 58.     (N)    086 08 20.     (W)     SCALED    
 BG3663* NAVD 88     -         2.965  (meters)       9.73   (feet)  ADJUSTED  
 BG3663  ___________________________________________________________________
 BG3663  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG3663  DYNAMIC HT  -           2.961 (meters)       9.71  (feet)  COMP
 BG3663  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG3663
 BG3663  VERT ORDER  -  SECOND    CLASS I
 BG3663
 BG3663.The horizontal coordinates were scaled from a topographic map and have
 BG3663.an estimated accuracy of +/- 6 seconds.
 BG3663
 BG3663.The orthometric height was determined by differential leveling
 BG3663.and adjusted by the National Geodetic Survey in June 1991..
 BG3663
 BG3663.This Tidal Bench Mark is designated as VM 10092
 BG3663.by the Center for Operational Oceanographic Products and Services.
 BG3663
 BG3663.The geoid height was determined by GEOID03.
 BG3663
 BG3663.The dynamic height is computed by dividing the NAVD 88
 BG3663.geopotential number by the normal gravity value computed on the
 BG3663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3663.degrees latitude (g = 980.6199 gals.).
 BG3663
 BG3663.The modeled gravity was interpolated from observed gravity values.
 BG3663
 BG3663;                    North         East    Units  Estimated Accuracy
 BG3663;SPC FL N     -   163,650.      442,630.      MT  (+/- 180 meters Scaled)
 BG3663
 BG3663                          SUPERSEDED SURVEY CONTROL
 BG3663
 BG3663.No superseded survey control is available for this station.
 BG3663
 BG3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU826707(NAD 83)
 BG3663_MARKER: DJ = TIDAL STATION DISK
 BG3663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3663_SP_SET: CONCRETE POST
 BG3663_STAMPING: 9333 D 1977
 BG3663_MARK LOGO: NOS   
 BG3663_PROJECTION: FLUSH
 BG3663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3663+STABILITY: SURFACE MOTION
 BG3663
 BG3663  HISTORY     - Date     Condition        Report By
 BG3663  HISTORY     - 1977     MONUMENTED       NOS
 BG3663  HISTORY     - 1984     GOOD             FLDNR
 BG3663  HISTORY     - 19960613 POOR             USPSQD
 BG3663
 BG3663                          STATION DESCRIPTION
 BG3663
 BG3663'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3663'2.2 MI SOUTH FROM FREEPORT.
 BG3663'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 SOUTH WITH STATE ROAD 20, 1
 BG3663'MILE EAST OF FREEPORT, GO 1.7 MILES SOUTH ON U.S. 331 TO THE JUNCTION
 BG3663'OF LAGRANGE ROAD, GO 0.2 MILE WEST ON LAGRANGE ROAD TO A DIRT ROAD
 BG3663'LEADING NORTH, GO 0.05 MILE NORTH ON THIS DIRT ROAD TO A FORK AT
 BG3663'HOLLEY POINT ROAD, GO 0.25 MILE WESTERLY ON HOLLEY POINT ROAD TO THE
 BG3663'DAVIS RESIDENCE AND THE MARK.  THE MARK BEARS 163.7 FEET SOUTHWEST OF
 BG3663'THE DRIVEWAY TO THE DAVIS HOUSE, 104.0 FEET EAST-NORTHEAST OF THE
 BG3663'DRIVEWAY TO THE ANDREWS HOUSE, 15.3 FEET NORTH-NORTHWEST OF THE
 BG3663'CENTERLINE OF HOLLEY POINT ROAD, AND 14.4 FEET SOUTH-SOUTHEAST OF A
 BG3663'POWER POLE.
 BG3663
 BG3663                          STATION RECOVERY (1996)
 BG3663
 BG3663'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3663'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3662 ***********************************************************************
 BG3662  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3662  DESIGNATION -  872 9333 E TIDAL
 BG3662  PID         -  BG3662
 BG3662  STATE/COUNTY-  FL/WALTON
 BG3662  USGS QUAD   -  FREEPORT (1976)
 BG3662
 BG3662                         *CURRENT SURVEY CONTROL
 BG3662  ___________________________________________________________________
 BG3662* NAD 83(1986)-  30 27 56.     (N)    086 08 23.     (W)     SCALED    
 BG3662* NAVD 88     -         2.644  (meters)       8.67   (feet)  ADJUSTED  
 BG3662  ___________________________________________________________________
 BG3662  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG3662  DYNAMIC HT  -           2.640 (meters)       8.66  (feet)  COMP
 BG3662  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG3662
 BG3662  VERT ORDER  -  SECOND    CLASS I
 BG3662
 BG3662.The horizontal coordinates were scaled from a topographic map and have
 BG3662.an estimated accuracy of +/- 6 seconds.
 BG3662
 BG3662.The orthometric height was determined by differential leveling
 BG3662.and adjusted by the National Geodetic Survey in June 1991..
 BG3662
 BG3662.This Tidal Bench Mark is designated as VM 10093
 BG3662.by the Center for Operational Oceanographic Products and Services.
 BG3662
 BG3662.The geoid height was determined by GEOID03.
 BG3662
 BG3662.The dynamic height is computed by dividing the NAVD 88
 BG3662.geopotential number by the normal gravity value computed on the
 BG3662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3662.degrees latitude (g = 980.6199 gals.).
 BG3662
 BG3662.The modeled gravity was interpolated from observed gravity values.
 BG3662
 BG3662;                    North         East    Units  Estimated Accuracy
 BG3662;SPC FL N     -   163,590.      442,540.      MT  (+/- 180 meters Scaled)
 BG3662
 BG3662                          SUPERSEDED SURVEY CONTROL
 BG3662
 BG3662.No superseded survey control is available for this station.
 BG3662
 BG3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU825706(NAD 83)
 BG3662_MARKER: DJ = TIDAL STATION DISK
 BG3662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3662_SP_SET: CONCRETE POST
 BG3662_STAMPING: 9333 E 1977
 BG3662_MARK LOGO: NOS   
 BG3662_PROJECTION: FLUSH
 BG3662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3662+STABILITY: SURFACE MOTION
 BG3662
 BG3662  HISTORY     - Date     Condition        Report By
 BG3662  HISTORY     - 1977     MONUMENTED       NOS
 BG3662  HISTORY     - 1984     GOOD             FLDNR
 BG3662  HISTORY     - 19940305 GOOD             USPSQD
 BG3662  HISTORY     - 19960613 POOR             USPSQD
 BG3662
 BG3662                          STATION DESCRIPTION
 BG3662
 BG3662'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3662'2.2 MI SOUTH FROM FREEPORT.
 BG3662'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 SOUTH WITH STATE ROAD 20, 1
 BG3662'MILE EAST OF FREEPORT, GO 1.7 MILES SOUTH ON U.S. 331 TO THE JUNCTION
 BG3662'OF LAGRANGE ROAD, GO 0.2 MILE WEST ON LAGRANGE ROAD TO A DIRT ROAD
 BG3662'LEADING NORTH, GO 0.05 MILE NORTH ON THIS DIRT ROAD TO A FORK AT
 BG3662'HOLLEY POINT ROAD, GO 0.25 MILE WESTERLY ON HOLLEY POINT ROAD TO THE
 BG3662'DAVIS RESIDENCE AND THE MARK.  THE MARK BEARS ABOUT 0.1 MILE SOUTHWEST
 BG3662'OF THE DAVIS HOUSE, 19.5 FEET NORTHWEST OF THE CENTERLINE OF HOLLEY
 BG3662'POINT ROAD, 200 FEET SOUTHWEST OF THE DRIVEWAY TO THE ANDREWS HOUSE,
 BG3662'AND 7.6 FEET SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 BG3662
 BG3662                          STATION RECOVERY (1994)
 BG3662
 BG3662'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3662'RECOVERED IN GOOD CONDITION.
 BG3662
 BG3662                          STATION RECOVERY (1996)
 BG3662
 BG3662'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3662'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3661 ***********************************************************************
 BG3661  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3661  DESIGNATION -  872 9333 F TIDAL
 BG3661  PID         -  BG3661
 BG3661  STATE/COUNTY-  FL/WALTON
 BG3661  USGS QUAD   -  FREEPORT (1976)
 BG3661
 BG3661                         *CURRENT SURVEY CONTROL
 BG3661  ___________________________________________________________________
 BG3661* NAD 83(1986)-  30 27 59.     (N)    086 08 00.     (W)     SCALED    
 BG3661* NAVD 88     -         3.046  (meters)       9.99   (feet)  ADJUSTED  
 BG3661  ___________________________________________________________________
 BG3661  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BG3661  DYNAMIC HT  -           3.042 (meters)       9.98  (feet)  COMP
 BG3661  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BG3661
 BG3661  VERT ORDER  -  SECOND    CLASS I
 BG3661
 BG3661.The horizontal coordinates were scaled from a topographic map and have
 BG3661.an estimated accuracy of +/- 6 seconds.
 BG3661
 BG3661.The orthometric height was determined by differential leveling
 BG3661.and adjusted by the National Geodetic Survey in June 1991..
 BG3661
 BG3661.This Tidal Bench Mark is designated as VM 10094
 BG3661.by the Center for Operational Oceanographic Products and Services.
 BG3661
 BG3661.The geoid height was determined by GEOID03.
 BG3661
 BG3661.The dynamic height is computed by dividing the NAVD 88
 BG3661.geopotential number by the normal gravity value computed on the
 BG3661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3661.degrees latitude (g = 980.6199 gals.).
 BG3661
 BG3661.The modeled gravity was interpolated from observed gravity values.
 BG3661
 BG3661;                    North         East    Units  Estimated Accuracy
 BG3661;SPC FL N     -   163,670.      443,160.      MT  (+/- 180 meters Scaled)
 BG3661
 BG3661                          SUPERSEDED SURVEY CONTROL
 BG3661
 BG3661.No superseded survey control is available for this station.
 BG3661
 BG3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU831707(NAD 83)
 BG3661_MARKER: DJ = TIDAL STATION DISK
 BG3661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BG3661_SP_SET: STAINLESS STEEL ROD
 BG3661_STAMPING: 9333 F 1984
 BG3661_MARK LOGO: NOS   
 BG3661_PROJECTION: PROJECTING 13 CENTIMETERS
 BG3661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3661_ROD/PIPE-DEPTH: 11.6 meters
 BG3661
 BG3661  HISTORY     - Date     Condition        Report By
 BG3661  HISTORY     - 1984     MONUMENTED       FLDNR
 BG3661  HISTORY     - 19940305 GOOD             USPSQD
 BG3661
 BG3661                          STATION DESCRIPTION
 BG3661
 BG3661'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3661'1.9 MI SOUTH FROM FREEPORT.
 BG3661'BEGIN AT THE JUNCTION OF U.S. 331 SOUTH WITH STATE ROAD 20, 1 MILE
 BG3661'EAST OF FREEPORT, GO 1.7 MILES SOUTH ON U.S. 331 TO THE JUNCTION OF
 BG3661'LAGRANGE ROAD, GO 0.2 MILE WEST ON LAGRANGE ROAD TO A DIRT ROAD NORTH
 BG3661'AND THE MARK.  THE MARK BEARS 43.3 FEET NORTHWEST OF THE CENTERLINE OF
 BG3661'LAGRANGE ROAD, 19.1 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD,
 BG3661'50.8 FEET WEST OF TELEPHONE CABLE BOX C-3 28-2, AND IS SET ATOP A
 BG3661'STAINLESS STEEL ROD DRIVEN TO REFUSAL.  THE MARK IS 1.3 FEET NORTHEAST
 BG3661'0F A WITNESS POST.
 BG3661'THE MARK IS 1.3 FT  NE FROM A WITNESS POST.
 BG3661
 BG3661                          STATION RECOVERY (1994)
 BG3661
 BG3661'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4608 ***********************************************************************
 BG4608  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4608  DESIGNATION -  872 9364 A TIDAL
 BG4608  PID         -  BG4608
 BG4608  STATE/COUNTY-  FL/WALTON
 BG4608  USGS QUAD   -  FREEPORT (1976)
 BG4608
 BG4608                         *CURRENT SURVEY CONTROL
 BG4608  ___________________________________________________________________
 BG4608* NAD 83(1986)-  30 29 21.     (N)    086 12 21.     (W)     SCALED    
 BG4608* NAVD 88     -         0.867  (meters)       2.84   (feet)  ADJUSTED  
 BG4608  ___________________________________________________________________
 BG4608  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG4608  DYNAMIC HT  -           0.866 (meters)       2.84  (feet)  COMP
 BG4608  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 BG4608
 BG4608  VERT ORDER  -  SECOND    CLASS I
 BG4608
 BG4608.The horizontal coordinates were scaled from a topographic map and have
 BG4608.an estimated accuracy of +/- 6 seconds.
 BG4608
 BG4608.The orthometric height was determined by differential leveling
 BG4608.and adjusted by the National Geodetic Survey in June 1991..
 BG4608
 BG4608.This Tidal Bench Mark is designated as VM 10096
 BG4608.by the Center for Operational Oceanographic Products and Services.
 BG4608
 BG4608.The geoid height was determined by GEOID03.
 BG4608
 BG4608.The dynamic height is computed by dividing the NAVD 88
 BG4608.geopotential number by the normal gravity value computed on the
 BG4608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4608.degrees latitude (g = 980.6199 gals.).
 BG4608
 BG4608.The modeled gravity was interpolated from observed gravity values.
 BG4608
 BG4608;                    North         East    Units  Estimated Accuracy
 BG4608;SPC FL N     -   166,300.      436,240.      MT  (+/- 180 meters Scaled)
 BG4608
 BG4608                          SUPERSEDED SURVEY CONTROL
 BG4608
 BG4608.No superseded survey control is available for this station.
 BG4608
 BG4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU762732(NAD 83)
 BG4608_MARKER: DJ = TIDAL STATION DISK
 BG4608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4608_SP_SET: CONCRETE POST
 BG4608_STAMPING: 9364 A 1977
 BG4608_MARK LOGO: NOS   
 BG4608_PROJECTION: FLUSH
 BG4608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4608+STABILITY: SURFACE MOTION
 BG4608
 BG4608  HISTORY     - Date     Condition        Report By
 BG4608  HISTORY     - 1977     MONUMENTED       NOS
 BG4608  HISTORY     - 1985     GOOD             FLDNR
 BG4608
 BG4608                          STATION DESCRIPTION
 BG4608
 BG4608'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4608'5.6 MI WEST FROM FREEPORT.
 BG4608'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO 4.3
 BG4608'MILES WEST ON STATE ROAD 20 TO THE JUNCTION OF WHITFIELD ROAD, GO
 BG4608'1.35 MILES SOUTH ON WHITFIELD ROAD TO THE END OF THE ROAD AT A CABIN
 BG4608'AND THE MARK.  THE MARK BEARS 99.5 FEET EAST-NORTHEAST OF THE
 BG4608'NORTHEAST CORNER OF THE CABIN, 23.6 FEET NORTHWEST OF THE NORTHWEST
 BG4608'CORNER OF THE PUMPHOUSE, AND 70 FEET NORTH OF THE SHORELINE OF
 BG4608'ALAQUAY BAYOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4607 ***********************************************************************
 BG4607  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4607  DESIGNATION -  872 9364 B TIDAL
 BG4607  PID         -  BG4607
 BG4607  STATE/COUNTY-  FL/WALTON
 BG4607  USGS QUAD   -  FREEPORT (1976)
 BG4607
 BG4607                         *CURRENT SURVEY CONTROL
 BG4607  ___________________________________________________________________
 BG4607* NAD 83(1986)-  30 29 24.     (N)    086 12 20.     (W)     SCALED    
 BG4607* NAVD 88     -         0.685  (meters)       2.25   (feet)  ADJUSTED  
 BG4607  ___________________________________________________________________
 BG4607  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG4607  DYNAMIC HT  -           0.684 (meters)       2.24  (feet)  COMP
 BG4607  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BG4607
 BG4607  VERT ORDER  -  SECOND    CLASS I
 BG4607
 BG4607.The horizontal coordinates were scaled from a topographic map and have
 BG4607.an estimated accuracy of +/- 6 seconds.
 BG4607
 BG4607.The orthometric height was determined by differential leveling
 BG4607.and adjusted by the National Geodetic Survey in June 1991..
 BG4607
 BG4607.This Tidal Bench Mark is designated as VM 10097
 BG4607.by the Center for Operational Oceanographic Products and Services.
 BG4607
 BG4607.The geoid height was determined by GEOID03.
 BG4607
 BG4607.The dynamic height is computed by dividing the NAVD 88
 BG4607.geopotential number by the normal gravity value computed on the
 BG4607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4607.degrees latitude (g = 980.6199 gals.).
 BG4607
 BG4607.The modeled gravity was interpolated from observed gravity values.
 BG4607
 BG4607;                    North         East    Units  Estimated Accuracy
 BG4607;SPC FL N     -   166,390.      436,260.      MT  (+/- 180 meters Scaled)
 BG4607
 BG4607                          SUPERSEDED SURVEY CONTROL
 BG4607
 BG4607.No superseded survey control is available for this station.
 BG4607
 BG4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU762733(NAD 83)
 BG4607_MARKER: DJ = TIDAL STATION DISK
 BG4607_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4607_SP_SET: GALVANIZED STEEL ROD
 BG4607_STAMPING: 9364 B 1977
 BG4607_MARK LOGO: NOS   
 BG4607_PROJECTION: FLUSH
 BG4607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4607_ROD/PIPE-DEPTH: 12.2 meters
 BG4607
 BG4607  HISTORY     - Date     Condition        Report By
 BG4607  HISTORY     - 1977     MONUMENTED       NOS
 BG4607  HISTORY     - 1985     GOOD             FLDNR
 BG4607
 BG4607                          STATION DESCRIPTION
 BG4607
 BG4607'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4607'5.55 MI WEST FROM FREEPORT.
 BG4607'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO 4.3
 BG4607'MILES WEST ON STATE ROAD 20 TO THE JUNCTION OF WHITFIELD ROAD, GO 1.3
 BG4607'MILES SOUTH ON WHITFIELD ROAD TO ITS END AND THE MARK.  THE MARK
 BG4607'BEARS 13.6 FEET EAST OF THE CENTERLINE OF THE ROAD, 92 FEET EAST-
 BG4607'NORTHEAST OF A UTILITY POLE, 58 FEET NORTH-NORTHWEST OF THE NORTHWEST
 BG4607'CORNER OF A COTTAGE, 215 FEET NORTH OF BENCH MARK 9364 A 1977, AND
 BG4607'1.3 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4606 ***********************************************************************
 BG4606  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4606  DESIGNATION -  872 9364 C TIDAL
 BG4606  PID         -  BG4606
 BG4606  STATE/COUNTY-  FL/WALTON
 BG4606  USGS QUAD   -  FREEPORT (1976)
 BG4606
 BG4606                         *CURRENT SURVEY CONTROL
 BG4606  ___________________________________________________________________
 BG4606* NAD 83(1986)-  30 29 27.     (N)    086 12 20.     (W)     SCALED    
 BG4606* NAVD 88     -         0.767  (meters)       2.52   (feet)  ADJUSTED  
 BG4606  ___________________________________________________________________
 BG4606  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG4606  DYNAMIC HT  -           0.766 (meters)       2.51  (feet)  COMP
 BG4606  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BG4606
 BG4606  VERT ORDER  -  SECOND    CLASS I
 BG4606
 BG4606.The horizontal coordinates were scaled from a topographic map and have
 BG4606.an estimated accuracy of +/- 6 seconds.
 BG4606
 BG4606.The orthometric height was determined by differential leveling
 BG4606.and adjusted by the National Geodetic Survey in June 1991..
 BG4606
 BG4606.This Tidal Bench Mark is designated as VM 10098
 BG4606.by the Center for Operational Oceanographic Products and Services.
 BG4606
 BG4606.The geoid height was determined by GEOID03.
 BG4606
 BG4606.The dynamic height is computed by dividing the NAVD 88
 BG4606.geopotential number by the normal gravity value computed on the
 BG4606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4606.degrees latitude (g = 980.6199 gals.).
 BG4606
 BG4606.The modeled gravity was interpolated from observed gravity values.
 BG4606
 BG4606;                    North         East    Units  Estimated Accuracy
 BG4606;SPC FL N     -   166,480.      436,270.      MT  (+/- 180 meters Scaled)
 BG4606
 BG4606                          SUPERSEDED SURVEY CONTROL
 BG4606
 BG4606.No superseded survey control is available for this station.
 BG4606
 BG4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU762734(NAD 83)
 BG4606_MARKER: DJ = TIDAL STATION DISK
 BG4606_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4606_SP_SET: GALVANIZED STEEL ROD
 BG4606_STAMPING: 9364 C 1977
 BG4606_MARK LOGO: NOS   
 BG4606_PROJECTION: FLUSH
 BG4606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4606_ROD/PIPE-DEPTH: 12.2 meters
 BG4606
 BG4606  HISTORY     - Date     Condition        Report By
 BG4606  HISTORY     - 1977     MONUMENTED       NOS
 BG4606  HISTORY     - 1985     GOOD             FLDNR
 BG4606
 BG4606                          STATION DESCRIPTION
 BG4606
 BG4606'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4606'5.5 MI WEST FROM FREEPORT.
 BG4606'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO 4.3
 BG4606'MILES WEST ON STATE ROAD 20 TO THE JUNCTION OF WHITFIELD ROAD, GO
 BG4606'1.25 MILES SOUTH ON WHITFIELD ROAD TO THE MARK.  THE MARK BEARS 15.5
 BG4606'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 34 FEET SOUTH-
 BG4606'SOUTHWEST OF A 24-INCH DIAMETER OAK TREE, 211.5 FEET SOUTH-SOUTHEAST
 BG4606'OF THE NORTHERNMOST POWER POLE ON THE PROPERTY FOR THE LAST CABIN AT
 BG4606'THE END OF THE ROAD, 338 FEET NORTH-NORTHWEST OF BENCH MARK 9364 B
 BG4606'1977, AND 1.3 FEET WEST-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4605 ***********************************************************************
 BG4605  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4605  DESIGNATION -  872 9364 D TIDAL
 BG4605  PID         -  BG4605
 BG4605  STATE/COUNTY-  FL/WALTON
 BG4605  USGS QUAD   -  FREEPORT (1976)
 BG4605
 BG4605                         *CURRENT SURVEY CONTROL
 BG4605  ___________________________________________________________________
 BG4605* NAD 83(1986)-  30 29 29.     (N)    086 12 21.     (W)     SCALED    
 BG4605* NAVD 88     -         0.621  (meters)       2.04   (feet)  ADJUSTED  
 BG4605  ___________________________________________________________________
 BG4605  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG4605  DYNAMIC HT  -           0.620 (meters)       2.03  (feet)  COMP
 BG4605  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BG4605
 BG4605  VERT ORDER  -  SECOND    CLASS I
 BG4605
 BG4605.The horizontal coordinates were scaled from a topographic map and have
 BG4605.an estimated accuracy of +/- 6 seconds.
 BG4605
 BG4605.The orthometric height was determined by differential leveling
 BG4605.and adjusted by the National Geodetic Survey in June 1991..
 BG4605
 BG4605.This Tidal Bench Mark is designated as VM 10099
 BG4605.by the Center for Operational Oceanographic Products and Services.
 BG4605
 BG4605.The geoid height was determined by GEOID03.
 BG4605
 BG4605.The dynamic height is computed by dividing the NAVD 88
 BG4605.geopotential number by the normal gravity value computed on the
 BG4605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4605.degrees latitude (g = 980.6199 gals.).
 BG4605
 BG4605.The modeled gravity was interpolated from observed gravity values.
 BG4605
 BG4605;                    North         East    Units  Estimated Accuracy
 BG4605;SPC FL N     -   166,540.      436,240.      MT  (+/- 180 meters Scaled)
 BG4605
 BG4605                          SUPERSEDED SURVEY CONTROL
 BG4605
 BG4605.No superseded survey control is available for this station.
 BG4605
 BG4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU762735(NAD 83)
 BG4605_MARKER: DJ = TIDAL STATION DISK
 BG4605_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4605_SP_SET: GALVANIZED STEEL ROD
 BG4605_STAMPING: 9364 D 1977
 BG4605_MARK LOGO: NOS   
 BG4605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4605
 BG4605  HISTORY     - Date     Condition        Report By
 BG4605  HISTORY     - 1977     MONUMENTED       NOS
 BG4605  HISTORY     - 1985     GOOD             FLDNR
 BG4605
 BG4605                          STATION DESCRIPTION
 BG4605
 BG4605'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4605'5.5 MI WEST FROM FREEPORT.
 BG4605'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO 4.3
 BG4605'MILES WEST ON STATE ROAD 20 TO THE JUNCTION OF WHITFIELD ROAD, GO 1.2
 BG4605'MILES SOUTH ON WHITFIELD ROAD TO THE MARK.  THE MARK BEARS 17.5 FEET
 BG4605'WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, 101 FEET NORTHEAST OF
 BG4605'THE NORTHERNMOST POWER POLE ON THE PROPERTY FOR THE CABIN AT THE
 BG4605'ROADS END, 269 FEET NORTH OF BENCH MARK 9364 C 1977, 165 FEET
 BG4605'SOUTHWEST OF THE SOUTHEAST END OF A CORRUGATED PIPE UNDER THE ROAD
 BG4605'AND 1.6 FEET EAST-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4604 ***********************************************************************
 BG4604  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4604  DESIGNATION -  872 9364 E TIDAL
 BG4604  PID         -  BG4604
 BG4604  STATE/COUNTY-  FL/WALTON
 BG4604  USGS QUAD   -  FREEPORT (1976)
 BG4604
 BG4604                         *CURRENT SURVEY CONTROL
 BG4604  ___________________________________________________________________
 BG4604* NAD 83(1986)-  30 29 31.     (N)    086 12 19.     (W)     SCALED    
 BG4604* NAVD 88     -         0.760  (meters)       2.49   (feet)  ADJUSTED  
 BG4604  ___________________________________________________________________
 BG4604  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG4604  DYNAMIC HT  -           0.759 (meters)       2.49  (feet)  COMP
 BG4604  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BG4604
 BG4604  VERT ORDER  -  SECOND    CLASS I
 BG4604
 BG4604.The horizontal coordinates were scaled from a topographic map and have
 BG4604.an estimated accuracy of +/- 6 seconds.
 BG4604
 BG4604.The orthometric height was determined by differential leveling
 BG4604.and adjusted by the National Geodetic Survey in June 1991..
 BG4604
 BG4604.This Tidal Bench Mark is designated as VM 10100
 BG4604.by the Center for Operational Oceanographic Products and Services.
 BG4604
 BG4604.The geoid height was determined by GEOID03.
 BG4604
 BG4604.The dynamic height is computed by dividing the NAVD 88
 BG4604.geopotential number by the normal gravity value computed on the
 BG4604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4604.degrees latitude (g = 980.6199 gals.).
 BG4604
 BG4604.The modeled gravity was interpolated from observed gravity values.
 BG4604
 BG4604;                    North         East    Units  Estimated Accuracy
 BG4604;SPC FL N     -   166,600.      436,290.      MT  (+/- 180 meters Scaled)
 BG4604
 BG4604                          SUPERSEDED SURVEY CONTROL
 BG4604
 BG4604.No superseded survey control is available for this station.
 BG4604
 BG4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU762735(NAD 83)
 BG4604_MARKER: DJ = TIDAL STATION DISK
 BG4604_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4604_SP_SET: GALVANIZED STEEL ROD
 BG4604_STAMPING: 9364 E 1977
 BG4604_MARK LOGO: NOS   
 BG4604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4604
 BG4604  HISTORY     - Date     Condition        Report By
 BG4604  HISTORY     - 1977     MONUMENTED       NOS
 BG4604  HISTORY     - 1985     GOOD             FLDNR
 BG4604
 BG4604                          STATION DESCRIPTION
 BG4604
 BG4604'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4604'5.45 MI WEST FROM FREEPORT.
 BG4604'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, G0 4.3
 BG4604'MILES WEST ON STATE ROAD 20 TO THE JUNCTION OF WHITFIELD ROAD, GO
 BG4604'1.15 MILES SOUTH ON WHITFIELD ROAD TO THE MARK.  THE MARK BEARS 10.5
 BG4604'FEET NORTH OF THE CENTERLINE OF THE ROAD, 76.8 FEET NORTHEAST OF A
 BG4604'CORRUGATED PIPE UNDER THE ROAD AT A 90-DEGREE CURVE, 9.3 FEET SOUTH
 BG4604'OF A FENCE LINE, 930 FEET NORTH OF THE SHORELINE OF ALAQUAY BAYOU,
 BG4604'1.2 FEET SOUTH OF A WITNESS POST, AND IS SET ATOP A GALVANIZED STEEL
 BG4604'ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3580 ***********************************************************************
 BG3580  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3580  DESIGNATION -  872 9376 A TIDAL
 BG3580  PID         -  BG3580
 BG3580  STATE/COUNTY-  FL/WALTON
 BG3580  USGS QUAD   -  FREEPORT (1976)
 BG3580
 BG3580                         *CURRENT SURVEY CONTROL
 BG3580  ___________________________________________________________________
 BG3580* NAD 83(1986)-  30 23 56.     (N)    086 13 43.     (W)     SCALED    
 BG3580* NAVD 88     -         1.768  (meters)       5.80   (feet)  ADJUSTED  
 BG3580  ___________________________________________________________________
 BG3580  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG3580  DYNAMIC HT  -           1.765 (meters)       5.79  (feet)  COMP
 BG3580  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 BG3580
 BG3580  VERT ORDER  -  SECOND    CLASS I
 BG3580
 BG3580.The horizontal coordinates were scaled from a topographic map and have
 BG3580.an estimated accuracy of +/- 6 seconds.
 BG3580
 BG3580.The orthometric height was determined by differential leveling
 BG3580.and adjusted by the National Geodetic Survey in March 2000..
 BG3580.No vertical observational check was made to the station.
 BG3580
 BG3580.This Tidal Bench Mark is designated as VM 10101
 BG3580.by the Center for Operational Oceanographic Products and Services.
 BG3580
 BG3580.The geoid height was determined by GEOID03.
 BG3580
 BG3580.The dynamic height is computed by dividing the NAVD 88
 BG3580.geopotential number by the normal gravity value computed on the
 BG3580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3580.degrees latitude (g = 980.6199 gals.).
 BG3580
 BG3580.The modeled gravity was interpolated from observed gravity values.
 BG3580
 BG3580;                    North         East    Units  Estimated Accuracy
 BG3580;SPC FL N     -   156,320.      433,900.      MT  (+/- 180 meters Scaled)
 BG3580
 BG3580                          SUPERSEDED SURVEY CONTROL
 BG3580
 BG3580.No superseded survey control is available for this station.
 BG3580
 BG3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU741632(NAD 83)
 BG3580_MARKER: DJ = TIDAL STATION DISK
 BG3580_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3580+WITH SETTING: PAVEMENT
 BG3580_SP_SET: CONCRETE AND BRICK FOUNDATION
 BG3580_STAMPING: 9376 A 1977
 BG3580_MARK LOGO: NOS   
 BG3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3580+STABILITY: SURFACE MOTION
 BG3580
 BG3580  HISTORY     - Date     Condition        Report By
 BG3580  HISTORY     - 1977     MONUMENTED       NOS
 BG3580  HISTORY     - 1984     GOOD             FLDNR
 BG3580  HISTORY     - 1989     GOOD             USPSQD
 BG3580  HISTORY     - 19940218 GOOD             USPSQD
 BG3580  HISTORY     - 20020605 GOOD             USPSQD
 BG3580
 BG3580                          STATION DESCRIPTION
 BG3580
 BG3580'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3580'1.6 MI NORTH FROM SANTA ROSA BEACH.
 BG3580'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN
 BG3580'SANTA ROSA BEACH, GO 1.6 MILES NORTH ON C 393 TO A SMALL PARK AND THE
 BG3580'MARK.  THE MARK IS SET ATOP AN OLD CHIMNEY FOUNDATION, 52.5 FEET
 BG3580'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WESTERNMOST PICNIC SHELTER,
 BG3580'AND 285 FEET WEST OF THE CENTERLINE OF C 393.
 BG3580'THE MARK IS 4 FT ABOVE GROUND.
 BG3580
 BG3580                          STATION RECOVERY (1989)
 BG3580
 BG3580'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG3580'RECOVERED IN GOOD CONDITION.
 BG3580
 BG3580                          STATION RECOVERY (1994)
 BG3580
 BG3580'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3580'RECOVERED IN GOOD CONDITION.
 BG3580
 BG3580                          STATION RECOVERY (2002)
 BG3580
 BG3580'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3581 ***********************************************************************
 BG3581  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3581  DESIGNATION -  872 9376 B TIDAL
 BG3581  PID         -  BG3581
 BG3581  STATE/COUNTY-  FL/WALTON
 BG3581  USGS QUAD   -  FREEPORT (1976)
 BG3581
 BG3581                         *CURRENT SURVEY CONTROL
 BG3581  ___________________________________________________________________
 BG3581* NAD 83(1986)-  30 23 59.     (N)    086 13 43.     (W)     SCALED    
 BG3581* NAVD 88     -         1.906  (meters)       6.25   (feet)  ADJUSTED  
 BG3581  ___________________________________________________________________
 BG3581  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG3581  DYNAMIC HT  -           1.903 (meters)       6.24  (feet)  COMP
 BG3581  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BG3581
 BG3581  VERT ORDER  -  SECOND    CLASS I
 BG3581
 BG3581.The horizontal coordinates were scaled from a topographic map and have
 BG3581.an estimated accuracy of +/- 6 seconds.
 BG3581
 BG3581.The orthometric height was determined by differential leveling
 BG3581.and adjusted by the National Geodetic Survey in March 2000..
 BG3581.No vertical observational check was made to the station.
 BG3581
 BG3581.This Tidal Bench Mark is designated as VM 10102
 BG3581.by the Center for Operational Oceanographic Products and Services.
 BG3581
 BG3581.The geoid height was determined by GEOID03.
 BG3581
 BG3581.The dynamic height is computed by dividing the NAVD 88
 BG3581.geopotential number by the normal gravity value computed on the
 BG3581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3581.degrees latitude (g = 980.6199 gals.).
 BG3581
 BG3581.The modeled gravity was interpolated from observed gravity values.
 BG3581
 BG3581;                    North         East    Units  Estimated Accuracy
 BG3581;SPC FL N     -   156,420.      433,900.      MT  (+/- 180 meters Scaled)
 BG3581
 BG3581                          SUPERSEDED SURVEY CONTROL
 BG3581
 BG3581.No superseded survey control is available for this station.
 BG3581
 BG3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU741633(NAD 83)
 BG3581_MARKER: DJ = TIDAL STATION DISK
 BG3581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3581_SP_SET: BRIDGE ABUTMENT
 BG3581_STAMPING: 9376 B 1977
 BG3581_MARK LOGO: NOS   
 BG3581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3581+STABILITY: SURFACE MOTION
 BG3581
 BG3581  HISTORY     - Date     Condition        Report By
 BG3581  HISTORY     - 1977     MONUMENTED       NOS
 BG3581  HISTORY     - 1984     GOOD             FLDNR
 BG3581  HISTORY     - 1989     GOOD             USPSQD
 BG3581  HISTORY     - 19940218 GOOD             USPSQD
 BG3581  HISTORY     - 20020605 GOOD             USPSQD
 BG3581
 BG3581                          STATION DESCRIPTION
 BG3581
 BG3581'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3581'1.6 MI NORTH FROM SANTA ROSA BEACH.
 BG3581'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN
 BG3581'SANTA ROSA BEACH, GO 1.6 MILES NORTH ON C 393 TO THE BRIDGE OVER
 BG3581'HOGTOWN BAYOU AND THE MARK.  THE MARK IS SET IN THE SOUTH ABUTMENT OF
 BG3581'THE BRIDGE, 14 FEET WEST OF THE CENTERLINE OF THE ROAD.
 BG3581
 BG3581                          STATION RECOVERY (1989)
 BG3581
 BG3581'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG3581'RECOVERED IN GOOD CONDITION.
 BG3581
 BG3581                          STATION RECOVERY (1994)
 BG3581
 BG3581'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3581'RECOVERED IN GOOD CONDITION.
 BG3581
 BG3581                          STATION RECOVERY (2002)
 BG3581
 BG3581'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3579 ***********************************************************************
 BG3579  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3579  DESIGNATION -  872 9376 F TIDAL
 BG3579  PID         -  BG3579
 BG3579  STATE/COUNTY-  FL/WALTON
 BG3579  USGS QUAD   -  FREEPORT (1976)
 BG3579
 BG3579                         *CURRENT SURVEY CONTROL
 BG3579  ___________________________________________________________________
 BG3579* NAD 83(1986)-  30 23 21.     (N)    086 13 43.     (W)     SCALED    
 BG3579* NAVD 88     -         2.115  (meters)       6.94   (feet)  ADJUSTED  
 BG3579  ___________________________________________________________________
 BG3579  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG3579  DYNAMIC HT  -           2.112 (meters)       6.93  (feet)  COMP
 BG3579  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BG3579
 BG3579  VERT ORDER  -  SECOND    CLASS I
 BG3579
 BG3579.The horizontal coordinates were scaled from a topographic map and have
 BG3579.an estimated accuracy of +/- 6 seconds.
 BG3579
 BG3579.The orthometric height was determined by differential leveling
 BG3579.and adjusted by the National Geodetic Survey in March 2000..
 BG3579.No vertical observational check was made to the station.
 BG3579
 BG3579.This Tidal Bench Mark is designated as VM 10105
 BG3579.by the Center for Operational Oceanographic Products and Services.
 BG3579
 BG3579.The geoid height was determined by GEOID03.
 BG3579
 BG3579.The dynamic height is computed by dividing the NAVD 88
 BG3579.geopotential number by the normal gravity value computed on the
 BG3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3579.degrees latitude (g = 980.6199 gals.).
 BG3579
 BG3579.The modeled gravity was interpolated from observed gravity values.
 BG3579
 BG3579;                    North         East    Units  Estimated Accuracy
 BG3579;SPC FL N     -   155,250.      433,880.      MT  (+/- 180 meters Scaled)
 BG3579
 BG3579                          SUPERSEDED SURVEY CONTROL
 BG3579
 BG3579.No superseded survey control is available for this station.
 BG3579
 BG3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU741621(NAD 83)
 BG3579_MARKER: DJ = TIDAL STATION DISK
 BG3579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3579_SP_SET: CULVERT HEADWALL
 BG3579_STAMPING: 9376 F 1984
 BG3579_MARK LOGO: NOS   
 BG3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3579+STABILITY: SURFACE MOTION
 BG3579
 BG3579  HISTORY     - Date     Condition        Report By
 BG3579  HISTORY     - 1984     MONUMENTED       FLDNR
 BG3579  HISTORY     - 1989     GOOD             USPSQD
 BG3579  HISTORY     - 19940218 MARK NOT FOUND   USPSQD
 BG3579  HISTORY     - 20020605 MARK NOT FOUND   USPSQD
 BG3579
 BG3579                          STATION DESCRIPTION
 BG3579
 BG3579'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3579'1 MI NORTH FROM SANTA ROSA BEACH.
 BG3579'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN
 BG3579'SANTA ROSA BEACH, GO 1 MILE NORTH ON C 393 TO THE MARK.  THE MARK IS
 BG3579'SET IN THE TOP OF A CULVERT HEADWALL, 22.3 FEET WEST OF THE CENTERLINE
 BG3579'OF C 393, 34.3 FEET SOUTH OF THE EXTENDED CENTERLINE OF CHAT HOLLY
 BG3579'ROAD, 13.7 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND 0.6 MILE
 BG3579'SOUTH OF HOGTOWN BAYOU.
 BG3579'THE MARK IS ABOVE LEVEL WITH ROAD.
 BG3579
 BG3579                          STATION RECOVERY (1989)
 BG3579
 BG3579'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG3579'RECOVERED IN GOOD CONDITION.
 BG3579
 BG3579                          STATION RECOVERY (1994)
 BG3579
 BG3579'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3579'MARK NOT FOUND.
 BG3579
 BG3579                          STATION RECOVERY (2002)
 BG3579
 BG3579'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3582 ***********************************************************************
 BG3582  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3582  DESIGNATION -  872 9376 TIDAL 1
 BG3582  PID         -  BG3582
 BG3582  STATE/COUNTY-  FL/WALTON
 BG3582  USGS QUAD   -  FREEPORT (1976)
 BG3582
 BG3582                         *CURRENT SURVEY CONTROL
 BG3582  ___________________________________________________________________
 BG3582* NAD 83(1986)-  30 24 03.     (N)    086 13 43.     (W)     SCALED    
 BG3582* NAVD 88     -         0.742  (meters)       2.43   (feet)  ADJUSTED  
 BG3582  ___________________________________________________________________
 BG3582  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG3582  DYNAMIC HT  -           0.741 (meters)       2.43  (feet)  COMP
 BG3582  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG3582
 BG3582  VERT ORDER  -  SECOND    CLASS I
 BG3582
 BG3582.The horizontal coordinates were scaled from a topographic map and have
 BG3582.an estimated accuracy of +/- 6 seconds.
 BG3582
 BG3582.The orthometric height was determined by differential leveling
 BG3582.and adjusted by the National Geodetic Survey in March 2000..
 BG3582.No vertical observational check was made to the station.
 BG3582
 BG3582.This Tidal Bench Mark is designated as VM 10103
 BG3582.by the Center for Operational Oceanographic Products and Services.
 BG3582
 BG3582.The geoid height was determined by GEOID03.
 BG3582
 BG3582.The dynamic height is computed by dividing the NAVD 88
 BG3582.geopotential number by the normal gravity value computed on the
 BG3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3582.degrees latitude (g = 980.6199 gals.).
 BG3582
 BG3582.The modeled gravity was interpolated from observed gravity values.
 BG3582
 BG3582;                    North         East    Units  Estimated Accuracy
 BG3582;SPC FL N     -   156,540.      433,900.      MT  (+/- 180 meters Scaled)
 BG3582
 BG3582                          SUPERSEDED SURVEY CONTROL
 BG3582
 BG3582.No superseded survey control is available for this station.
 BG3582
 BG3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU740634(NAD 83)
 BG3582_MARKER: DJ = TIDAL STATION DISK
 BG3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3582_SP_SET: CONCRETE POST
 BG3582_STAMPING: 1 1939
 BG3582_MARK LOGO: CGS   
 BG3582_PROJECTION: PROJECTING 3 CENTIMETERS
 BG3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3582+STABILITY: SURFACE MOTION
 BG3582
 BG3582  HISTORY     - Date     Condition        Report By
 BG3582  HISTORY     - 1939     MONUMENTED       CGS
 BG3582  HISTORY     - 1984     GOOD             FLDNR
 BG3582  HISTORY     - 1989     GOOD             USPSQD
 BG3582  HISTORY     - 19940218 POOR             USPSQD
 BG3582  HISTORY     - 20020605 GOOD             USPSQD
 BG3582
 BG3582                          STATION DESCRIPTION
 BG3582
 BG3582'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3582'1.65 MI NORTH FROM SANTA ROSA BEACH.
 BG3582'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN
 BG3582'SANTA ROSA BEACH, GO 1.65 MILES NORTH ON C 393 TO THE MARK.  THE MARK
 BG3582'BEARS 41 FEET EAST OF THE CENTERLINE OF THE ROAD, 200 FEET NORTH OF
 BG3582'THE BRIDGE OVER HOGTOWN BAYOU, 3 FEET NORTH-NORTHWEST OF A 16-INCH
 BG3582'DIAMETER MAGNOLIA TREE, AND 90 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 BG3582'WOOD FRAME HOUSE.
 BG3582'THE MARK IS 4 FT BELOW ROAD.
 BG3582
 BG3582                          STATION RECOVERY (1989)
 BG3582
 BG3582'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG3582'RECOVERED IN GOOD CONDITION.
 BG3582
 BG3582                          STATION RECOVERY (1994)
 BG3582
 BG3582'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3582'MARK RECOVERED IN POOR CONDITION.
 BG3582
 BG3582                          STATION RECOVERY (2002)
 BG3582
 BG3582'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3583 ***********************************************************************
 BG3583  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3583  DESIGNATION -  872 9376 TIDAL 3
 BG3583  PID         -  BG3583
 BG3583  STATE/COUNTY-  FL/WALTON
 BG3583  USGS QUAD   -  FREEPORT (1976)
 BG3583
 BG3583                         *CURRENT SURVEY CONTROL
 BG3583  ___________________________________________________________________
 BG3583* NAD 83(1986)-  30 24 03.     (N)    086 13 43.     (W)     SCALED    
 BG3583* NAVD 88     -         0.837  (meters)       2.75   (feet)  ADJUSTED  
 BG3583  ___________________________________________________________________
 BG3583  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG3583  DYNAMIC HT  -           0.836 (meters)       2.74  (feet)  COMP
 BG3583  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BG3583
 BG3583  VERT ORDER  -  SECOND    CLASS I
 BG3583
 BG3583.The horizontal coordinates were scaled from a topographic map and have
 BG3583.an estimated accuracy of +/- 6 seconds.
 BG3583
 BG3583.The orthometric height was determined by differential leveling
 BG3583.and adjusted by the National Geodetic Survey in March 2000..
 BG3583.No vertical observational check was made to the station.
 BG3583
 BG3583.This Tidal Bench Mark is designated as VM 10104
 BG3583.by the Center for Operational Oceanographic Products and Services.
 BG3583
 BG3583.The geoid height was determined by GEOID03.
 BG3583
 BG3583.The dynamic height is computed by dividing the NAVD 88
 BG3583.geopotential number by the normal gravity value computed on the
 BG3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3583.degrees latitude (g = 980.6199 gals.).
 BG3583
 BG3583.The modeled gravity was interpolated from observed gravity values.
 BG3583
 BG3583;                    North         East    Units  Estimated Accuracy
 BG3583;SPC FL N     -   156,540.      433,900.      MT  (+/- 180 meters Scaled)
 BG3583
 BG3583                          SUPERSEDED SURVEY CONTROL
 BG3583
 BG3583.No superseded survey control is available for this station.
 BG3583
 BG3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU740634(NAD 83)
 BG3583_MARKER: DJ = TIDAL STATION DISK
 BG3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3583_SP_SET: CONCRETE POST
 BG3583_STAMPING: 3 1939
 BG3583_MARK LOGO: CGS   
 BG3583_PROJECTION: PROJECTING 8 CENTIMETERS
 BG3583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3583+STABILITY: SURFACE MOTION
 BG3583
 BG3583  HISTORY     - Date     Condition        Report By
 BG3583  HISTORY     - 1939     MONUMENTED       CGS
 BG3583  HISTORY     - 1984     GOOD             FLDNR
 BG3583  HISTORY     - 1989     GOOD             USPSQD
 BG3583  HISTORY     - 19940218 GOOD             USPSQD
 BG3583
 BG3583                          STATION DESCRIPTION
 BG3583
 BG3583'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3583'1.65 MI NORTH FROM SANTA ROSA BEACH.
 BG3583'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN
 BG3583'SANTA ROSA BEACH, GO 1.65 MILES NORTH ON C 393 TO THE MARK.  THE MARK
 BG3583'IS AT THE EAST EDGE OF THE YARD TO THE FIRST HOUSE NORTH OF THE BRIDGE
 BG3583'OVER HOGTOWN BAYOU, 85 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 BG3583'166 FEET EAST OF THE CENTERLINE OF C 393, AND 58 FEET NORTH OF THE
 BG3583'APPROXIMATE HIGH WATER LINE OF THE BAYOU.
 BG3583
 BG3583                          STATION RECOVERY (1989)
 BG3583
 BG3583'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG3583'RECOVERED IN GOOD CONDITION.
 BG3583
 BG3583                          STATION RECOVERY (1994)
 BG3583
 BG3583'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4602 ***********************************************************************
 BG4602  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4602  DESIGNATION -  872 9381 A TIDAL
 BG4602  PID         -  BG4602
 BG4602  STATE/COUNTY-  FL/WALTON
 BG4602  USGS QUAD   -  FREEPORT (1976)
 BG4602
 BG4602                         *CURRENT SURVEY CONTROL
 BG4602  ___________________________________________________________________
 BG4602* NAD 83(1986)-  30 29 49.     (N)    086 14 24.     (W)     SCALED    
 BG4602* NAVD 88     -         1.276  (meters)       4.19   (feet)  ADJUSTED  
 BG4602  ___________________________________________________________________
 BG4602  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG4602  DYNAMIC HT  -           1.274 (meters)       4.18  (feet)  COMP
 BG4602  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BG4602
 BG4602  VERT ORDER  -  SECOND    CLASS I
 BG4602
 BG4602.The horizontal coordinates were scaled from a topographic map and have
 BG4602.an estimated accuracy of +/- 6 seconds.
 BG4602
 BG4602.The orthometric height was determined by differential leveling
 BG4602.and adjusted by the National Geodetic Survey in June 1991..
 BG4602
 BG4602.This Tidal Bench Mark is designated as VM 10106
 BG4602.by the Center for Operational Oceanographic Products and Services.
 BG4602
 BG4602.The geoid height was determined by GEOID03.
 BG4602
 BG4602.The dynamic height is computed by dividing the NAVD 88
 BG4602.geopotential number by the normal gravity value computed on the
 BG4602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4602.degrees latitude (g = 980.6199 gals.).
 BG4602
 BG4602.The modeled gravity was interpolated from observed gravity values.
 BG4602
 BG4602;                    North         East    Units  Estimated Accuracy
 BG4602;SPC FL N     -   167,210.      432,970.      MT  (+/- 180 meters Scaled)
 BG4602
 BG4602                          SUPERSEDED SURVEY CONTROL
 BG4602
 BG4602.No superseded survey control is available for this station.
 BG4602
 BG4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU729740(NAD 83)
 BG4602_MARKER: DJ = TIDAL STATION DISK
 BG4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4602_SP_SET: CONCRETE POST
 BG4602_STAMPING: 9381 A 1977
 BG4602_MARK LOGO: NOS   
 BG4602_PROJECTION: FLUSH
 BG4602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4602+STABILITY: SURFACE MOTION
 BG4602
 BG4602  HISTORY     - Date     Condition        Report By
 BG4602  HISTORY     - 1977     MONUMENTED       NOS
 BG4602  HISTORY     - 1985     GOOD             FLDNR
 BG4602  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 BG4602
 BG4602                          STATION DESCRIPTION
 BG4602
 BG4602'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4602'7.0 MI WEST FROM FREEPORT.
 BG4602'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO
 BG4602'5.75 MILES WEST ON STATE ROAD 20 TO THE INTERSECTION OF A SAND ROAD,
 BG4602'GO 1.25 MILES NORTHWEST ON THE SAND ROAD TO THE SHORE OF BASIN BAYOU
 BG4602'AND THE MARK VICINITY.  THE MARK BEARS 62.5 FEET NORTHEAST OF THE
 BG4602'SHORELINE AT A BOAT RAMP, 6.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 BG4602'DRIVE TO THE BOAT RAMP, 36 FEET NORTHWEST OF A 24-INCH DIAMETER PINE
 BG4602'TREE, 53 FEET SOUTHWEST OF A 30-INCH DIAMETER OAK TREE, AND 2 FEET
 BG4602'SOUTHEAST OF A WITNESS POST.
 BG4602
 BG4602                          STATION RECOVERY (1998)
 BG4602
 BG4602'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4601 ***********************************************************************
 BG4601  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4601  DESIGNATION -  872 9381 B TIDAL
 BG4601  PID         -  BG4601
 BG4601  STATE/COUNTY-  FL/WALTON
 BG4601  USGS QUAD   -  FREEPORT (1976)
 BG4601
 BG4601                         *CURRENT SURVEY CONTROL
 BG4601  ___________________________________________________________________
 BG4601* NAD 83(1986)-  30 29 48.     (N)    086 14 23.     (W)     SCALED    
 BG4601* NAVD 88     -         1.786  (meters)       5.86   (feet)  ADJUSTED  
 BG4601  ___________________________________________________________________
 BG4601  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG4601  DYNAMIC HT  -           1.784 (meters)       5.85  (feet)  COMP
 BG4601  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BG4601
 BG4601  VERT ORDER  -  SECOND    CLASS I
 BG4601
 BG4601.The horizontal coordinates were scaled from a topographic map and have
 BG4601.an estimated accuracy of +/- 6 seconds.
 BG4601
 BG4601.The orthometric height was determined by differential leveling
 BG4601.and adjusted by the National Geodetic Survey in June 1991..
 BG4601
 BG4601.This Tidal Bench Mark is designated as VM 10107
 BG4601.by the Center for Operational Oceanographic Products and Services.
 BG4601
 BG4601.The geoid height was determined by GEOID03.
 BG4601
 BG4601.The dynamic height is computed by dividing the NAVD 88
 BG4601.geopotential number by the normal gravity value computed on the
 BG4601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4601.degrees latitude (g = 980.6199 gals.).
 BG4601
 BG4601.The modeled gravity was interpolated from observed gravity values.
 BG4601
 BG4601;                    North         East    Units  Estimated Accuracy
 BG4601;SPC FL N     -   167,180.      433,000.      MT  (+/- 180 meters Scaled)
 BG4601
 BG4601                          SUPERSEDED SURVEY CONTROL
 BG4601
 BG4601.No superseded survey control is available for this station.
 BG4601
 BG4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU729740(NAD 83)
 BG4601_MARKER: DJ = TIDAL STATION DISK
 BG4601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4601_SP_SET: CONCRETE POST
 BG4601_STAMPING: 9381 B 1977
 BG4601_MARK LOGO: NOS   
 BG4601_PROJECTION: FLUSH
 BG4601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4601+STABILITY: SURFACE MOTION
 BG4601
 BG4601  HISTORY     - Date     Condition        Report By
 BG4601  HISTORY     - 1977     MONUMENTED       NOS
 BG4601  HISTORY     - 1985     GOOD             FLDNR
 BG4601  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 BG4601
 BG4601                          STATION DESCRIPTION
 BG4601
 BG4601'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4601'7.0 MI WEST FROM FREEPORT.
 BG4601'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO
 BG4601'5.75 MILES WEST ON STATE ROAD 20 TO THE INTERSECTION OF A SAND ROAD,
 BG4601'GO 1.25 MILES NORTHWEST ON THE SAND ROAD TO THE SHORE OF BASIN BAYOU
 BG4601'AND THE MARK VICINITY.  THE MARK BEARS 40 FEET NORTHEAST OF THE
 BG4601'SHORELINE, 177 FEET SOUTH-SOUTHEAST OF BENCH MARK 9381 A 1977, 11.9
 BG4601'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET NORTHEAST
 BG4601'OF A WITNESS POST.
 BG4601
 BG4601                          STATION RECOVERY (1998)
 BG4601
 BG4601'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4600 ***********************************************************************
 BG4600  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4600  DESIGNATION -  872 9381 C TIDAL
 BG4600  PID         -  BG4600
 BG4600  STATE/COUNTY-  FL/WALTON
 BG4600  USGS QUAD   -  FREEPORT (1976)
 BG4600
 BG4600                         *CURRENT SURVEY CONTROL
 BG4600  ___________________________________________________________________
 BG4600* NAD 83(1986)-  30 29 46.     (N)    086 14 19.     (W)     SCALED    
 BG4600* NAVD 88     -         2.618  (meters)       8.59   (feet)  ADJUSTED  
 BG4600  ___________________________________________________________________
 BG4600  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG4600  DYNAMIC HT  -           2.615 (meters)       8.58  (feet)  COMP
 BG4600  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BG4600
 BG4600  VERT ORDER  -  SECOND    CLASS I
 BG4600
 BG4600.The horizontal coordinates were scaled from a topographic map and have
 BG4600.an estimated accuracy of +/- 6 seconds.
 BG4600
 BG4600.The orthometric height was determined by differential leveling
 BG4600.and adjusted by the National Geodetic Survey in June 1991..
 BG4600
 BG4600.This Tidal Bench Mark is designated as VM 10108
 BG4600.by the Center for Operational Oceanographic Products and Services.
 BG4600
 BG4600.The geoid height was determined by GEOID03.
 BG4600
 BG4600.The dynamic height is computed by dividing the NAVD 88
 BG4600.geopotential number by the normal gravity value computed on the
 BG4600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4600.degrees latitude (g = 980.6199 gals.).
 BG4600
 BG4600.The modeled gravity was interpolated from observed gravity values.
 BG4600
 BG4600;                    North         East    Units  Estimated Accuracy
 BG4600;SPC FL N     -   167,110.      433,100.      MT  (+/- 180 meters Scaled)
 BG4600
 BG4600                          SUPERSEDED SURVEY CONTROL
 BG4600
 BG4600.No superseded survey control is available for this station.
 BG4600
 BG4600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU730740(NAD 83)
 BG4600_MARKER: DJ = TIDAL STATION DISK
 BG4600_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4600_SP_SET: GALVANIZED STEEL ROD
 BG4600_STAMPING: 9381 C 1977
 BG4600_MARK LOGO: NOS   
 BG4600_PROJECTION: PROJECTING 3 CENTIMETERS
 BG4600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4600_ROD/PIPE-DEPTH: 12.2 meters
 BG4600
 BG4600  HISTORY     - Date     Condition        Report By
 BG4600  HISTORY     - 1977     MONUMENTED       NOS
 BG4600  HISTORY     - 1985     GOOD             FLDNR
 BG4600  HISTORY     - 19980820 GOOD             USPSQD
 BG4600
 BG4600                          STATION DESCRIPTION
 BG4600
 BG4600'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4600'7.0 MI WEST FROM FREEPORT.
 BG4600'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO
 BG4600'5.75 MILES WEST ON STATE ROAD 20 TO THE INTERSECTION OF A SAND ROAD,
 BG4600'GO 1.25 MILES NORTHWEST ON THE SAND ROAD TO THE SHORE OF BASIN BAYOU
 BG4600'AND THE MARK VICINITY.  THE MARK BEARS 65 FEET NORTHEAST OF THE
 BG4600'SHORELINE, 100 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 242
 BG4600'FEET SOUTHEAST OF BENCH MARK 9381 B 1977, 23 FEET NORTHEAST OF THE
 BG4600'CENTERLINE OF A TRAIL ROAD LEADING SOUTHEAST, AND 0.8 FOOT SOUTHWEST
 BG4600'OF A WITNESS POST.
 BG4600
 BG4600                          STATION RECOVERY (1998)
 BG4600
 BG4600'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4599 ***********************************************************************
 BG4599  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4599  DESIGNATION -  872 9381 D TIDAL
 BG4599  PID         -  BG4599
 BG4599  STATE/COUNTY-  FL/WALTON
 BG4599  USGS QUAD   -  FREEPORT (1976)
 BG4599
 BG4599                         *CURRENT SURVEY CONTROL
 BG4599  ___________________________________________________________________
 BG4599* NAD 83(1986)-  30 29 48.     (N)    086 14 19.     (W)     SCALED    
 BG4599* NAVD 88     -         3.934  (meters)      12.91   (feet)  ADJUSTED  
 BG4599  ___________________________________________________________________
 BG4599  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG4599  DYNAMIC HT  -           3.929 (meters)      12.89  (feet)  COMP
 BG4599  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BG4599
 BG4599  VERT ORDER  -  SECOND    CLASS I
 BG4599
 BG4599.The horizontal coordinates were scaled from a topographic map and have
 BG4599.an estimated accuracy of +/- 6 seconds.
 BG4599
 BG4599.The orthometric height was determined by differential leveling
 BG4599.and adjusted by the National Geodetic Survey in June 1991..
 BG4599
 BG4599.This Tidal Bench Mark is designated as VM 10109
 BG4599.by the Center for Operational Oceanographic Products and Services.
 BG4599
 BG4599.The geoid height was determined by GEOID03.
 BG4599
 BG4599.The dynamic height is computed by dividing the NAVD 88
 BG4599.geopotential number by the normal gravity value computed on the
 BG4599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4599.degrees latitude (g = 980.6199 gals.).
 BG4599
 BG4599.The modeled gravity was interpolated from observed gravity values.
 BG4599
 BG4599;                    North         East    Units  Estimated Accuracy
 BG4599;SPC FL N     -   167,180.      433,100.      MT  (+/- 180 meters Scaled)
 BG4599
 BG4599                          SUPERSEDED SURVEY CONTROL
 BG4599
 BG4599.No superseded survey control is available for this station.
 BG4599
 BG4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU730740(NAD 83)
 BG4599_MARKER: DJ = TIDAL STATION DISK
 BG4599_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4599_SP_SET: GALVANIZED STEEL ROD
 BG4599_STAMPING: 9381 D 1977
 BG4599_MARK LOGO: NOS   
 BG4599_PROJECTION: PROJECTING 3 CENTIMETERS
 BG4599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4599_ROD/PIPE-DEPTH: 12.2 meters
 BG4599
 BG4599  HISTORY     - Date     Condition        Report By
 BG4599  HISTORY     - 1977     MONUMENTED       NOS
 BG4599  HISTORY     - 1985     GOOD             FLDNR
 BG4599  HISTORY     - 19980820 GOOD             USPSQD
 BG4599
 BG4599                          STATION DESCRIPTION
 BG4599
 BG4599'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4599'7.0 MI WEST FROM FREEPORT.
 BG4599'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO
 BG4599'5.75 MILES WEST ON STATE ROAD 20 TO THE INTERSECTION OF A SAND ROAD,
 BG4599'GO 1.25 MILES NORTHWEST ON THE SAND ROAD TO THE SHORE OF BASIN BAYOU
 BG4599'AND THE MARK VICINITY.  THE MARK BEARS 195 FEET NORTHEAST OF THE
 BG4599'SHORELINE, 176.9 FEET NORTH-NORTHEAST OF BENCH MARK 9381 C 1977, 11.2
 BG4599'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 10 FEET SOUTHEAST OF A
 BG4599'MULTI-TRUNKED OAK TREE, AND 0.8 FOOT SOUTHEAST OF A WITNESS POST.
 BG4599
 BG4599                          STATION RECOVERY (1998)
 BG4599
 BG4599'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4598 ***********************************************************************
 BG4598  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4598  DESIGNATION -  872 9381 E TIDAL
 BG4598  PID         -  BG4598
 BG4598  STATE/COUNTY-  FL/WALTON
 BG4598  USGS QUAD   -  FREEPORT (1976)
 BG4598
 BG4598                         *CURRENT SURVEY CONTROL
 BG4598  ___________________________________________________________________
 BG4598* NAD 83(1986)-  30 29 48.     (N)    086 14 17.     (W)     SCALED    
 BG4598* NAVD 88     -         4.322  (meters)      14.18   (feet)  ADJUSTED  
 BG4598  ___________________________________________________________________
 BG4598  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG4598  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 BG4598  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BG4598
 BG4598  VERT ORDER  -  SECOND    CLASS I
 BG4598
 BG4598.The horizontal coordinates were scaled from a topographic map and have
 BG4598.an estimated accuracy of +/- 6 seconds.
 BG4598
 BG4598.The orthometric height was determined by differential leveling
 BG4598.and adjusted by the National Geodetic Survey in June 1991..
 BG4598
 BG4598.This Tidal Bench Mark is designated as VM 10110
 BG4598.by the Center for Operational Oceanographic Products and Services.
 BG4598
 BG4598.The geoid height was determined by GEOID03.
 BG4598
 BG4598.The dynamic height is computed by dividing the NAVD 88
 BG4598.geopotential number by the normal gravity value computed on the
 BG4598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4598.degrees latitude (g = 980.6199 gals.).
 BG4598
 BG4598.The modeled gravity was interpolated from observed gravity values.
 BG4598
 BG4598;                    North         East    Units  Estimated Accuracy
 BG4598;SPC FL N     -   167,180.      433,160.      MT  (+/- 180 meters Scaled)
 BG4598
 BG4598                          SUPERSEDED SURVEY CONTROL
 BG4598
 BG4598.No superseded survey control is available for this station.
 BG4598
 BG4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU731740(NAD 83)
 BG4598_MARKER: DJ = TIDAL STATION DISK
 BG4598_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4598_SP_SET: GALVANIZED STEEL ROD
 BG4598_STAMPING: 9381 E 1977
 BG4598_MARK LOGO: NOS   
 BG4598_PROJECTION: PROJECTING 3 CENTIMETERS
 BG4598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4598_ROD/PIPE-DEPTH: 12.2 meters
 BG4598
 BG4598  HISTORY     - Date     Condition        Report By
 BG4598  HISTORY     - 1977     MONUMENTED       NOS
 BG4598  HISTORY     - 1985     GOOD             FLDNR
 BG4598  HISTORY     - 19980820 GOOD             USPSQD
 BG4598
 BG4598                          STATION DESCRIPTION
 BG4598
 BG4598'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4598'7.0 MI WEST FROM FREEPORT.
 BG4598'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20, GO
 BG4598'5.75 MILES WEST ON STATE ROAD 20 TO THE INTERSECTION OF A SAND ROAD,
 BG4598'GO 1.25 MILES NORTHWEST ON THE SAND ROAD TO THE SHORE OF BASIN BAYOU
 BG4598'AND THE MARK VICINITY.  THE MARK BEARS 400 FEET NORTHEAST OF THE
 BG4598'SHORELINE, 11.8 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 205
 BG4598'FEET NORTHEAST OF BENCH MARK 9381 D 1977, AND 0.6 FOOT NORTHWEST OF A
 BG4598'WITNESS POST.
 BG4598
 BG4598                          STATION RECOVERY (1998)
 BG4598
 BG4598'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3584 ***********************************************************************
 BG3584  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3584  DESIGNATION -  872 9387 A TIDAL
 BG3584  PID         -  BG3584
 BG3584  STATE/COUNTY-  FL/WALTON
 BG3584  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG3584
 BG3584                         *CURRENT SURVEY CONTROL
 BG3584  ___________________________________________________________________
 BG3584* NAD 83(1986)-  30 29 14.     (N)    086 15 03.     (W)     SCALED    
 BG3584* NAVD 88     -         3.204  (meters)      10.51   (feet)  ADJUSTED  
 BG3584  ___________________________________________________________________
 BG3584  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3584  DYNAMIC HT  -           3.200 (meters)      10.50  (feet)  COMP
 BG3584  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BG3584
 BG3584  VERT ORDER  -  SECOND    CLASS I
 BG3584
 BG3584.The horizontal coordinates were scaled from a topographic map and have
 BG3584.an estimated accuracy of +/- 6 seconds.
 BG3584
 BG3584.The orthometric height was determined by differential leveling
 BG3584.and adjusted by the National Geodetic Survey in June 1991..
 BG3584
 BG3584.This Tidal Bench Mark is designated as VM 10111
 BG3584.by the Center for Operational Oceanographic Products and Services.
 BG3584
 BG3584.The geoid height was determined by GEOID03.
 BG3584
 BG3584.The dynamic height is computed by dividing the NAVD 88
 BG3584.geopotential number by the normal gravity value computed on the
 BG3584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3584.degrees latitude (g = 980.6199 gals.).
 BG3584
 BG3584.The modeled gravity was interpolated from observed gravity values.
 BG3584
 BG3584;                    North         East    Units  Estimated Accuracy
 BG3584;SPC FL N     -   166,150.      431,910.      MT  (+/- 180 meters Scaled)
 BG3584
 BG3584                          SUPERSEDED SURVEY CONTROL
 BG3584
 BG3584.No superseded survey control is available for this station.
 BG3584
 BG3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU719730(NAD 83)
 BG3584_MARKER: DJ = TIDAL STATION DISK
 BG3584_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3584_SP_SET: BRIDGE RAILING
 BG3584_STAMPING: 9387 A 1977
 BG3584_MARK LOGO: NOS   
 BG3584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3584
 BG3584  HISTORY     - Date     Condition        Report By
 BG3584  HISTORY     - 1977     MONUMENTED       NOS
 BG3584  HISTORY     - 1984     GOOD             FLDNR
 BG3584  HISTORY     - 19960611 GOOD             USPSQD
 BG3584
 BG3584                          STATION DESCRIPTION
 BG3584
 BG3584'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3584'7.7 MI WEST FROM FREEPORT.
 BG3584'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20 IN
 BG3584'FREEPORT, GO 7.7 MILES WEST ON STATE ROAD 20 TO THE BRIDGE OVER BASIN
 BG3584'BAYOU AND THE MARK.  THE MARK IS SET IN THE TOP OF THE BRIDGE RAILING
 BG3584'AT THE EAST CORNER OF THE BRIDGE, 22.3 FEET NORTHEAST OF THE
 BG3584'CENTERLINE OF THE ROAD.
 BG3584'THE MARK IS 3 FT ABOVE ROAD.
 BG3584
 BG3584                          STATION RECOVERY (1996)
 BG3584
 BG3584'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2181 ***********************************************************************
 BG2181  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2181  DESIGNATION -  872 9387 TIDAL 2
 BG2181  PID         -  BG2181
 BG2181  STATE/COUNTY-  FL/WALTON
 BG2181  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG2181
 BG2181                         *CURRENT SURVEY CONTROL
 BG2181  ___________________________________________________________________
 BG2181* NAD 83(1986)-  30 29 14.     (N)    086 15 07.     (W)     SCALED    
 BG2181* NAVD 88     -         0.923  (meters)       3.03   (feet)  ADJUSTED  
 BG2181  ___________________________________________________________________
 BG2181  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG2181  DYNAMIC HT  -           0.922 (meters)       3.02  (feet)  COMP
 BG2181  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BG2181
 BG2181  VERT ORDER  -  FIRST     CLASS I
 BG2181
 BG2181.The horizontal coordinates were scaled from a topographic map and have
 BG2181.an estimated accuracy of +/- 6 seconds.
 BG2181
 BG2181.The orthometric height was determined by differential leveling
 BG2181.and adjusted by the National Geodetic Survey in June 1991..
 BG2181.WARNING-Repeat measurements at this control monument indicate possible
 BG2181.vertical movement.
 BG2181
 BG2181.This Tidal Bench Mark is designated as VM 10112
 BG2181.by the Center for Operational Oceanographic Products and Services.
 BG2181
 BG2181.The geoid height was determined by GEOID03.
 BG2181
 BG2181.The dynamic height is computed by dividing the NAVD 88
 BG2181.geopotential number by the normal gravity value computed on the
 BG2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2181.degrees latitude (g = 980.6199 gals.).
 BG2181
 BG2181.The modeled gravity was interpolated from observed gravity values.
 BG2181
 BG2181;                    North         East    Units  Estimated Accuracy
 BG2181;SPC FL N     -   166,150.      431,810.      MT  (+/- 180 meters Scaled)
 BG2181
 BG2181                          SUPERSEDED SURVEY CONTROL
 BG2181
 BG2181  NGVD 29 (??/??/92)    1.040  (m)            3.41   (f) ADJ UNCH    1 1
 BG2181
 BG2181.Superseded values are not recommended for survey control.
 BG2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2181.See file dsdata.txt to determine how the superseded data were derived.
 BG2181
 BG2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU717730(NAD 83)
 BG2181_MARKER: DJ = TIDAL STATION DISK
 BG2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2181_STAMPING: 2 1939
 BG2181_MARK LOGO: CGS   
 BG2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2181+STABILITY: SURFACE MOTION
 BG2181
 BG2181  HISTORY     - Date     Condition        Report By
 BG2181  HISTORY     - 1939     MONUMENTED       CGS
 BG2181  HISTORY     - 1975     GOOD             NGS
 BG2181  HISTORY     - 1984     GOOD             FLDNR
 BG2181
 BG2181                          STATION DESCRIPTION
 BG2181
 BG2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BG2181'8 MI W FROM FREEPORT.
 BG2181'ABOUT 7.95 MILES WEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION
 BG2181'WITH U.S. HIGHWAY 331 LEADING NORTH AT FREEPOT, 0.15 MILE WEST
 BG2181'OF THE WEST END OF THE BASIN BAYOU BRIDGE AT BASIN BAYOU, 0.05
 BG2181'MILE SOUTHWEST ALONG DIRT DRIVEWAY, 209 FEET SOUTH OF THE
 BG2181'CENTER OF HIGHWAY 20, 128 FEET NORTH OF THE NORTH SHORE LINE OF
 BG2181'THE CHOCTAWHATCHEE BAY, 82 FEET NORTHEAST OF THE NORTHEAST CORNER
 BG2181'OF A WOOD FRAME COTTAGE, 249 FEET SOUTHWEST OF BENCH MARK N
 BG2181'292, 9.7 FEET NORTH OF A METAL WITNESS POST, IN APPROXIMATE
 BG2181'CENTER OF A DIRT DRIVEWAY TO COTTAGE AND A DISK SET IN THE TOP
 BG2181'OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH ABOVE
 BG2181'THE GROUND SURFACE.  1/4, SEC 21, T 1 S, R 20 W.
 BG2181
 BG2181                          STATION RECOVERY (1984)
 BG2181
 BG2181'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0214 ***********************************************************************
 BG0214  TIDAL BM    -  This is a Tidal Bench Mark.
 BG0214  DESIGNATION -  872 9387 TIDAL 3 1975
 BG0214  PID         -  BG0214
 BG0214  STATE/COUNTY-  FL/WALTON
 BG0214  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG0214
 BG0214                         *CURRENT SURVEY CONTROL
 BG0214  ___________________________________________________________________
 BG0214* NAD 83(1986)-  30 29 14.     (N)    086 15 08.     (W)     SCALED    
 BG0214* NAVD 88     -         3.208  (meters)      10.52   (feet)  ADJUSTED  
 BG0214  ___________________________________________________________________
 BG0214  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG0214  DYNAMIC HT  -           3.204 (meters)      10.51  (feet)  COMP
 BG0214  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BG0214
 BG0214  VERT ORDER  -  SECOND    CLASS I
 BG0214
 BG0214.The horizontal coordinates were scaled from a topographic map and have
 BG0214.an estimated accuracy of +/- 6 seconds.
 BG0214
 BG0214.The orthometric height was determined by differential leveling
 BG0214.and adjusted by the National Geodetic Survey in June 1991..
 BG0214
 BG0214.This Tidal Bench Mark is designated as VM 10113
 BG0214.by the Center for Operational Oceanographic Products and Services.
 BG0214
 BG0214.The geoid height was determined by GEOID03.
 BG0214
 BG0214.The dynamic height is computed by dividing the NAVD 88
 BG0214.geopotential number by the normal gravity value computed on the
 BG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0214.degrees latitude (g = 980.6199 gals.).
 BG0214
 BG0214.The modeled gravity was interpolated from observed gravity values.
 BG0214
 BG0214;                    North         East    Units  Estimated Accuracy
 BG0214;SPC FL N     -   166,150.      431,780.      MT  (+/- 180 meters Scaled)
 BG0214
 BG0214                          SUPERSEDED SURVEY CONTROL
 BG0214
 BG0214.No superseded survey control is available for this station.
 BG0214
 BG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU717730(NAD 83)
 BG0214_MARKER: DJ = TIDAL STATION DISK
 BG0214_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG0214_STAMPING: 3 RESET 1975
 BG0214_MARK LOGO: NGS   
 BG0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0214
 BG0214  HISTORY     - Date     Condition        Report By
 BG0214  HISTORY     - 1975     MONUMENTED       NGS
 BG0214  HISTORY     - 1984     GOOD             FLDNR
 BG0214  HISTORY     - 19960611 GOOD             USPSQD
 BG0214
 BG0214                          STATION DESCRIPTION
 BG0214
 BG0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BG0214'AT BASIN BAYOU.
 BG0214'7.9 MILES WEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH
 BG0214'U.S. HIGHWAY 331 IN FREEPORT, AT BASIN BAYOU, ON THE SOUTHWEST
 BG0214'CONCRETE RAIL OF BASIN BAYOU BRIDGE, 22 FEET SOUTHWEST OF THE
 BG0214'CENTER OF STATE HIGHWAY 20, 13.2 FEET SOUTHWEST OF THE SOUTHWEST
 BG0214'END OF THE BASIN BAYOU BRIDGE, 7.3 FEET NORTHEAST OF A METAL
 BG0214'WITNESS POST, 2.8 FEET ABOVE THE FLOOR OF THE BRIDGE AND A
 BG0214'DISK CEMENTED IN A DRILL HOLE ON THE CONCRETE RAIL.  SECTION
 BG0214'21, T 1 S, R 20 W.
 BG0214
 BG0214                          STATION RECOVERY (1984)
 BG0214
 BG0214'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG0214'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BG0214'JUNCTION OF U.S. HIGHWAY 331 WITH STATE ROAD 20 IN FREEPORT, GO 7.7
 BG0214'MILES WEST ON STATE ROAD 20 TO THE BRIDGE OVER BASIN BAYOU AND THE
 BG0214'MARK.  THE MARK IS SET IN THE TOP OF THE BRIDGE RAILING AT THE WEST
 BG0214'CORNER OF THE BRIDGE, 23 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BG0214'AND 3.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE RAILING.
 BG0214'THE MARK IS 3 FT ABOVE ROAD.
 BG0214
 BG0214                          STATION RECOVERY (1996)
 BG0214
 BG0214'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4634 ***********************************************************************
 BG4634  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4634  DESIGNATION -  872 9501 A TIDAL
 BG4634  PID         -  BG4634
 BG4634  STATE/COUNTY-  FL/OKALOOSA
 BG4634  USGS QUAD   -  NICEVILLE (1994)
 BG4634
 BG4634                         *CURRENT SURVEY CONTROL
 BG4634  ___________________________________________________________________
 BG4634* NAD 83(1986)-  30 30 16.     (N)    086 29 34.     (W)     SCALED    
 BG4634* NAVD 88     -         1.319  (meters)       4.33   (feet)  ADJUSTED  
 BG4634  ___________________________________________________________________
 BG4634  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG4634  DYNAMIC HT  -           1.317 (meters)       4.32  (feet)  COMP
 BG4634  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BG4634
 BG4634  VERT ORDER  -  SECOND    CLASS I
 BG4634
 BG4634.The horizontal coordinates were scaled from a topographic map and have
 BG4634.an estimated accuracy of +/- 6 seconds.
 BG4634
 BG4634.The orthometric height was determined by differential leveling
 BG4634.and adjusted by the National Geodetic Survey in June 1991..
 BG4634
 BG4634.This Tidal Bench Mark is designated as VM 10126
 BG4634.by the Center for Operational Oceanographic Products and Services.
 BG4634
 BG4634.The geoid height was determined by GEOID03.
 BG4634
 BG4634.The dynamic height is computed by dividing the NAVD 88
 BG4634.geopotential number by the normal gravity value computed on the
 BG4634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4634.degrees latitude (g = 980.6199 gals.).
 BG4634
 BG4634.The modeled gravity was interpolated from observed gravity values.
 BG4634
 BG4634;                    North         East    Units  Estimated Accuracy
 BG4634;SPC FL N     -   168,440.      408,720.      MT  (+/- 180 meters Scaled)
 BG4634
 BG4634                          SUPERSEDED SURVEY CONTROL
 BG4634
 BG4634.No superseded survey control is available for this station.
 BG4634
 BG4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU486747(NAD 83)
 BG4634_MARKER: DJ = TIDAL STATION DISK
 BG4634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG4634_SP_SET: CONCRETE MANHOLE FOUNDATION
 BG4634_STAMPING: 9501 A 1977
 BG4634_MARK LOGO: NOS   
 BG4634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4634
 BG4634  HISTORY     - Date     Condition        Report By
 BG4634  HISTORY     - 1977     MONUMENTED       NOS
 BG4634  HISTORY     - 1985     GOOD             FLDNR
 BG4634
 BG4634                          STATION DESCRIPTION
 BG4634
 BG4634'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4634'IN VALPARAISO.
 BG4634'BEGIN AT THE JUNCTION OF STATE ROAD 85 AND STATE ROAD 397, GO 0.4
 BG4634'MILE SOUTH ON STATE ROAD 397 TO THE JUNCTION OF BAY SHORE DRIVE, GO
 BG4634'0.1 MILE EAST ON BAYSHORE DRIVE TO THE MARK.  THE MARK IS SET IN A
 BG4634'MANHOLE FOUNDATION, 51 FEET NORTHEAST OF THE CENTERLINE OF BAYSHORE
 BG4634'DRIVE, 18.5 FEET EAST OF A POWER POLE, 5.8 FEET EAST OF THE MANHOLE
 BG4634'COVER AND 2.4 FEET NORTHEAST OF THE SOUTHWEST FACE OF THE MANHOLE
 BG4634'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1509 ***********************************************************************
 BG1509  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1509  DESIGNATION -  872 9501 TIDAL 1
 BG1509  PID         -  BG1509
 BG1509  STATE/COUNTY-  FL/OKALOOSA
 BG1509  USGS QUAD   -  NICEVILLE (1994)
 BG1509
 BG1509                         *CURRENT SURVEY CONTROL
 BG1509  ___________________________________________________________________
 BG1509* NAD 83(1986)-  30 30 06.     (N)    086 29 27.     (W)     SCALED    
 BG1509* NAVD 88     -         1.418  (meters)       4.65   (feet)  ADJUSTED  
 BG1509  ___________________________________________________________________
 BG1509  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG1509  DYNAMIC HT  -           1.416 (meters)       4.65  (feet)  COMP
 BG1509  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BG1509
 BG1509  VERT ORDER  -  FIRST     CLASS I
 BG1509
 BG1509.The horizontal coordinates were scaled from a topographic map and have
 BG1509.an estimated accuracy of +/- 6 seconds.
 BG1509
 BG1509.The orthometric height was determined by differential leveling
 BG1509.and adjusted by the National Geodetic Survey in June 1991..
 BG1509.WARNING-Repeat measurements at this control monument indicate possible
 BG1509.vertical movement.
 BG1509
 BG1509.This Tidal Bench Mark is designated as VM 10129
 BG1509.by the Center for Operational Oceanographic Products and Services.
 BG1509
 BG1509.The geoid height was determined by GEOID03.
 BG1509
 BG1509.The dynamic height is computed by dividing the NAVD 88
 BG1509.geopotential number by the normal gravity value computed on the
 BG1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1509.degrees latitude (g = 980.6199 gals.).
 BG1509
 BG1509.The modeled gravity was interpolated from observed gravity values.
 BG1509
 BG1509;                    North         East    Units  Estimated Accuracy
 BG1509;SPC FL N     -   168,130.      408,900.      MT  (+/- 180 meters Scaled)
 BG1509
 BG1509                          SUPERSEDED SURVEY CONTROL
 BG1509
 BG1509  NGVD 29 (??/??/92)    1.537  (m)            5.04   (f) ADJ UNCH    1 1
 BG1509
 BG1509.Superseded values are not recommended for survey control.
 BG1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1509.See file dsdata.txt to determine how the superseded data were derived.
 BG1509
 BG1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU488744(NAD 83)
 BG1509_MARKER: DJ = TIDAL STATION DISK
 BG1509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG1509_SP_SET: RETAINING WALL
 BG1509_STAMPING: NO I
 BG1509_MARK LOGO: CGS   
 BG1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1509+STABILITY: SURFACE MOTION
 BG1509
 BG1509  HISTORY     - Date     Condition        Report By
 BG1509  HISTORY     - UNK      MONUMENTED       CGS
 BG1509  HISTORY     - 1967     GOOD             NGS
 BG1509  HISTORY     - 1985     GOOD             FLDNR
 BG1509
 BG1509                          STATION DESCRIPTION
 BG1509
 BG1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG1509'0.9 MI SE FROM VALPARAISO.
 BG1509'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 BG1509'AT VALPARAISO, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 397,
 BG1509'THENCE 0.3 MILE SOUTHEAST ALONG BAY SHORE DRIVE, NEAR THE
 BG1509'JUNCTION OF WESTVIEW AVENUE AND BAY SHORE DRIVE, AT A BOAT SHOP
 BG1509'WHICH FORMERLY WAS BOYDS BOAT SHOP, SET ON THE NORTH SIDE OF THE
 BG1509'CONCRETE FOUNDATION AND 6 INCHES ABOVE THE LEVEL OF THE GROUND
 BG1509'FOR A ONE-STORY WOODEN BUILDING, 63 FEET SOUTH OF THE CENTER
 BG1509'LINE OF BAY SHORE DRIVE, 4.5 FEET EAST OF THE EAST EDGE OF EAST
 BG1509'DOOR OF THE BUILDING, 20.3 FEET SOUTHWEST OF TIDAL BM 2
 BG1509'DESCRIBED AND ABOUT LEVEL WITH BAY SHORE DRIVE.  IN SECTION
 BG1509'18, R 22 W, T 1 S.  NOTE-- BOGGY BAYOU - CHOTAWHATACHEE BAY.
 BG1509
 BG1509                          STATION RECOVERY (1985)
 BG1509
 BG1509'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1510 ***********************************************************************
 BG1510  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1510  DESIGNATION -  872 9501 TIDAL 2
 BG1510  PID         -  BG1510
 BG1510  STATE/COUNTY-  FL/OKALOOSA
 BG1510  USGS QUAD   -  NICEVILLE (1994)
 BG1510
 BG1510                         *CURRENT SURVEY CONTROL
 BG1510  ___________________________________________________________________
 BG1510* NAD 83(1986)-  30 30 06.     (N)    086 29 28.     (W)     SCALED    
 BG1510* NAVD 88     -         1.434  (meters)       4.70   (feet)  ADJUSTED  
 BG1510  ___________________________________________________________________
 BG1510  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG1510  DYNAMIC HT  -           1.432 (meters)       4.70  (feet)  COMP
 BG1510  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BG1510
 BG1510  VERT ORDER  -  FIRST     CLASS I
 BG1510
 BG1510.The horizontal coordinates were scaled from a topographic map and have
 BG1510.an estimated accuracy of +/- 6 seconds.
 BG1510
 BG1510.The orthometric height was determined by differential leveling
 BG1510.and adjusted by the National Geodetic Survey in June 1991..
 BG1510.WARNING-Repeat measurements at this control monument indicate possible
 BG1510.vertical movement.
 BG1510
 BG1510.This Tidal Bench Mark is designated as VM 10130
 BG1510.by the Center for Operational Oceanographic Products and Services.
 BG1510
 BG1510.The geoid height was determined by GEOID03.
 BG1510
 BG1510.The dynamic height is computed by dividing the NAVD 88
 BG1510.geopotential number by the normal gravity value computed on the
 BG1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1510.degrees latitude (g = 980.6199 gals.).
 BG1510
 BG1510.The modeled gravity was interpolated from observed gravity values.
 BG1510
 BG1510;                    North         East    Units  Estimated Accuracy
 BG1510;SPC FL N     -   168,130.      408,880.      MT  (+/- 180 meters Scaled)
 BG1510
 BG1510                          SUPERSEDED SURVEY CONTROL
 BG1510
 BG1510  NGVD 29 (??/??/92)    1.558  (m)            5.11   (f) ADJ UNCH    1 1
 BG1510
 BG1510.Superseded values are not recommended for survey control.
 BG1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1510.See file dsdata.txt to determine how the superseded data were derived.
 BG1510
 BG1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU488744(NAD 83)
 BG1510_MARKER: DJ = TIDAL STATION DISK
 BG1510_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG1510+WITH SETTING: PAVEMENT
 BG1510_SP_SET: CONCRETE FOUNDATION
 BG1510_STAMPING: NO II
 BG1510_MARK LOGO: CGS   
 BG1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1510+STABILITY: SURFACE MOTION
 BG1510
 BG1510  HISTORY     - Date     Condition        Report By
 BG1510  HISTORY     - UNK      MONUMENTED       CGS
 BG1510  HISTORY     - 1967     GOOD             NGS
 BG1510  HISTORY     - 1985     GOOD             FLDNR
 BG1510
 BG1510                          STATION DESCRIPTION
 BG1510
 BG1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG1510'0.9 MI SE FROM VALPARAISO.
 BG1510'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 BG1510'AT VALAPARAISO, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 397,
 BG1510'THENCE 0.3 MILE SOUTHEAST ALONG BAY SHORE DRIVE, IN SECTION 18,
 BG1510'R 22 W, T 1 S, SET ON THE TOP AND 10.8 FEET SOUTHEAST OF THE
 BG1510'NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A BRICK CHIMNEY
 BG1510'FOR A TWO-STORIED HOUSE, 45 FEET SOUTH OF THE CENTER LINE OF
 BG1510'BAY SHORE DRIVE, 9.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 BG1510'HOUSE, 16.7 FEET NORTH OF THE NORTH SIDE OF A ONE STORY BUILDING,
 BG1510'20.3 FEET NORTHEAST OF TIDAL BM 1, 1.5 FEET WEST OF THE WEST
 BG1510'WALL OF BUILDING AND 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG1510'NOTE-- BOGGY BAYOU - CHOTAWHATCHEE BAY.
 BG1510
 BG1510                          STATION RECOVERY (1985)
 BG1510
 BG1510'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1511 ***********************************************************************
 BG1511  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1511  DESIGNATION -  872 9501 TIDAL 3
 BG1511  PID         -  BG1511
 BG1511  STATE/COUNTY-  FL/OKALOOSA
 BG1511  USGS QUAD   -  NICEVILLE (1994)
 BG1511
 BG1511                         *CURRENT SURVEY CONTROL
 BG1511  ___________________________________________________________________
 BG1511* NAD 83(1986)-  30 30 06.     (N)    086 29 27.     (W)     SCALED    
 BG1511* NAVD 88     -         1.760  (meters)       5.77   (feet)  ADJUSTED  
 BG1511  ___________________________________________________________________
 BG1511  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG1511  DYNAMIC HT  -           1.758 (meters)       5.77  (feet)  COMP
 BG1511  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BG1511
 BG1511  VERT ORDER  -  FIRST     CLASS I
 BG1511
 BG1511.The horizontal coordinates were scaled from a topographic map and have
 BG1511.an estimated accuracy of +/- 6 seconds.
 BG1511
 BG1511.The orthometric height was determined by differential leveling
 BG1511.and adjusted by the National Geodetic Survey in June 1991..
 BG1511
 BG1511.This Tidal Bench Mark is designated as VM 10131
 BG1511.by the Center for Operational Oceanographic Products and Services.
 BG1511
 BG1511.The geoid height was determined by GEOID03.
 BG1511
 BG1511.The dynamic height is computed by dividing the NAVD 88
 BG1511.geopotential number by the normal gravity value computed on the
 BG1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1511.degrees latitude (g = 980.6199 gals.).
 BG1511
 BG1511.The modeled gravity was interpolated from observed gravity values.
 BG1511
 BG1511;                    North         East    Units  Estimated Accuracy
 BG1511;SPC FL N     -   168,130.      408,900.      MT  (+/- 180 meters Scaled)
 BG1511
 BG1511                          SUPERSEDED SURVEY CONTROL
 BG1511
 BG1511  NGVD 29 (??/??/92)    1.882  (m)            6.17   (f) ADJ UNCH    1 1
 BG1511
 BG1511.Superseded values are not recommended for survey control.
 BG1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1511.See file dsdata.txt to determine how the superseded data were derived.
 BG1511
 BG1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU488744(NAD 83)
 BG1511_MARKER: DJ = TIDAL STATION DISK
 BG1511_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG1511+WITH SETTING: PAVEMENT
 BG1511_SP_SET: CONCRETE FOUNDATION
 BG1511_STAMPING: NO III
 BG1511_MARK LOGO: CGS   
 BG1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1511+STABILITY: SURFACE MOTION
 BG1511
 BG1511  HISTORY     - Date     Condition        Report By
 BG1511  HISTORY     - UNK      MONUMENTED       CGS
 BG1511  HISTORY     - 1967     GOOD             NGS
 BG1511  HISTORY     - 1985     GOOD             FLDNR
 BG1511
 BG1511                          STATION DESCRIPTION
 BG1511
 BG1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG1511'0.9 MI SE FROM VALPARAISO.
 BG1511'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 85 FROM THE POST OFFICE
 BG1511'AT VALAPARAISO, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 397,
 BG1511'THENCE 0.3 MILE SOUTHEAST ALONG BAY SHORE DRIVE, IN SECTION
 BG1511'18, R 22 W, T 1 S, SET ON THE TOP OF AND 3 FEET SOUTHEAST OF
 BG1511'THE NORTHWEST CORNER OF A 10-BY-12-FOOT CONCRETE FOUNDATION FOR
 BG1511'A WINDLASS, 126 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 BG1511'WESTVIEW AVENUE AND BAY SHORE DRIVE, 27 FEET SOUTH OF THE CENTER
 BG1511'LINE OF BAY SHORE DRIVE, 1.4 FEET EAST OF THE EAST EDGE OF THE
 BG1511'FOUNDATION, 73 FEET NORTH-NORTHEAST OF TIDAL BM 2 DESCRIBED, AND
 BG1511'ABOUT LEVEL WITH BAY SHORE DRIVE.
 BG1511
 BG1511                          STATION RECOVERY (1985)
 BG1511
 BG1511'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3656 ***********************************************************************
 BG3656  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3656  DESIGNATION -  872 9505 A TIDAL
 BG3656  PID         -  BG3656
 BG3656  STATE/COUNTY-  FL/OKALOOSA
 BG3656  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3656
 BG3656                         *CURRENT SURVEY CONTROL
 BG3656  ___________________________________________________________________
 BG3656* NAD 83(1986)-  30 23 35.     (N)    086 30 20.     (W)     SCALED    
 BG3656* NAVD 88     -         1.536  (meters)       5.04   (feet)  ADJUSTED  
 BG3656  ___________________________________________________________________
 BG3656  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG3656  DYNAMIC HT  -           1.534 (meters)       5.03  (feet)  COMP
 BG3656  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BG3656
 BG3656  VERT ORDER  -  SECOND    CLASS I
 BG3656
 BG3656.The horizontal coordinates were scaled from a topographic map and have
 BG3656.an estimated accuracy of +/- 6 seconds.
 BG3656
 BG3656.The orthometric height was determined by differential leveling
 BG3656.and adjusted by the National Geodetic Survey in June 1991..
 BG3656
 BG3656.This Tidal Bench Mark is designated as VM 10136
 BG3656.by the Center for Operational Oceanographic Products and Services.
 BG3656
 BG3656.This Tidal Bench Mark is designated as VM 10142
 BG3656.by the Center for Operational Oceanographic Products and Services.
 BG3656
 BG3656.The geoid height was determined by GEOID03.
 BG3656
 BG3656.The dynamic height is computed by dividing the NAVD 88
 BG3656.geopotential number by the normal gravity value computed on the
 BG3656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3656.degrees latitude (g = 980.6199 gals.).
 BG3656
 BG3656.The modeled gravity was interpolated from observed gravity values.
 BG3656
 BG3656;                    North         East    Units  Estimated Accuracy
 BG3656;SPC FL N     -   156,110.      407,280.      MT  (+/- 180 meters Scaled)
 BG3656
 BG3656                          SUPERSEDED SURVEY CONTROL
 BG3656
 BG3656.No superseded survey control is available for this station.
 BG3656
 BG3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU474624(NAD 83)
 BG3656_MARKER: DJ = TIDAL STATION DISK
 BG3656_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3656+WITH SETTING: PAVEMENT
 BG3656_SP_SET: CONCRETE PORCH
 BG3656_STAMPING: 9505 A 1977
 BG3656_MARK LOGO: NOS   
 BG3656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3656+STABILITY: SURFACE MOTION
 BG3656
 BG3656  HISTORY     - Date     Condition        Report By
 BG3656  HISTORY     - 1977     MONUMENTED       NOS
 BG3656  HISTORY     - 1984     GOOD             FLDNR
 BG3656  HISTORY     - 1989     GOOD             USPSQD
 BG3656
 BG3656                          STATION DESCRIPTION
 BG3656
 BG3656'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3656'IN DESTIN.
 BG3656'THE MARK IS LOCATED AT HER MAJESTY II CHARTER BOAT SERVICE, ACROSS THE
 BG3656'HIGHWAY FROM THE DESTIN POST OFFICE, 2.8 FEET NORTH OF THE OFFICE
 BG3656'DOOR, 150 FEET SOUTH OF AN 8-FOOT HIGH RETAINING WALL, 102 FEET
 BG3656'EAST-NORTHEAST OF THE CEN          TERLINE OF THE ENTRANCE DRIVE, AND
 BG3656'21.9 FEET WEST OF A POWER POLE AT THE CORNER OF THE CHARTER BOAT
 BG3656'OFFICE.
 BG3656
 BG3656                          STATION RECOVERY (1989)
 BG3656
 BG3656'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3657 ***********************************************************************
 BG3657  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3657  DESIGNATION -  872 9505 B TIDAL
 BG3657  PID         -  BG3657
 BG3657  STATE/COUNTY-  FL/OKALOOSA
 BG3657  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3657
 BG3657                         *CURRENT SURVEY CONTROL
 BG3657  ___________________________________________________________________
 BG3657* NAD 83(1986)-  30 23 41.     (N)    086 30 28.     (W)     SCALED    
 BG3657* NAVD 88     -         6.162  (meters)      20.22   (feet)  ADJUSTED  
 BG3657  ___________________________________________________________________
 BG3657  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG3657  DYNAMIC HT  -           6.154 (meters)      20.19  (feet)  COMP
 BG3657  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BG3657
 BG3657  VERT ORDER  -  SECOND    CLASS I
 BG3657
 BG3657.The horizontal coordinates were scaled from a topographic map and have
 BG3657.an estimated accuracy of +/- 6 seconds.
 BG3657
 BG3657.The orthometric height was determined by differential leveling
 BG3657.and adjusted by the National Geodetic Survey in June 1991..
 BG3657
 BG3657.This Tidal Bench Mark is designated as VM 10137
 BG3657.by the Center for Operational Oceanographic Products and Services.
 BG3657
 BG3657.This Tidal Bench Mark is designated as VM 10143
 BG3657.by the Center for Operational Oceanographic Products and Services.
 BG3657
 BG3657.The geoid height was determined by GEOID03.
 BG3657
 BG3657.The dynamic height is computed by dividing the NAVD 88
 BG3657.geopotential number by the normal gravity value computed on the
 BG3657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3657.degrees latitude (g = 980.6199 gals.).
 BG3657
 BG3657.The modeled gravity was interpolated from observed gravity values.
 BG3657
 BG3657;                    North         East    Units  Estimated Accuracy
 BG3657;SPC FL N     -   156,300.      407,070.      MT  (+/- 180 meters Scaled)
 BG3657
 BG3657                          SUPERSEDED SURVEY CONTROL
 BG3657
 BG3657.No superseded survey control is available for this station.
 BG3657
 BG3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU472626(NAD 83)
 BG3657_MARKER: DJ = TIDAL STATION DISK
 BG3657_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3657+WITH SETTING: PAVEMENT
 BG3657_SP_SET: SIGNPOST FOUNDATION
 BG3657_STAMPING: 9505 B 1977
 BG3657_MARK LOGO: NOS   
 BG3657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3657+STABILITY: SURFACE MOTION
 BG3657
 BG3657  HISTORY     - Date     Condition        Report By
 BG3657  HISTORY     - 1977     MONUMENTED       NOS
 BG3657  HISTORY     - 1984     GOOD             FLDNR
 BG3657  HISTORY     - 1989     GOOD             USPSQD
 BG3657
 BG3657                          STATION DESCRIPTION
 BG3657
 BG3657'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3657'IN DESTIN.
 BG3657'BEGIN AT THE DESTIN POST OFFICE, GO 0.15 MILE WEST ON U.S. HIGHWAY 98
 BG3657'TO THE MARK.  THE MARK BEARS 32 FEET SOUTH OF THE CENTERLINE OF U.S.
 BG3657'98 EASTBOUND, 11.2 FEET WEST OF THE NORTHWEST CORNER OF THE BLUE ROOM
 BG3657'RESTAURANT, 54.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN
 BG3657'OFFICE BUILDING, AND IS SET IN THE TOP OF A SIGNPOST FOUNDATION.
 BG3657'THE MARK IS 2.5 FT ABOVE HIGHWAY.
 BG3657
 BG3657                          STATION RECOVERY (1989)
 BG3657
 BG3657'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3660 ***********************************************************************
 BG3660  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3660  DESIGNATION -  872 9511 C TIDAL
 BG3660  PID         -  BG3660
 BG3660  STATE/COUNTY-  FL/OKALOOSA
 BG3660  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3660
 BG3660                         *CURRENT SURVEY CONTROL
 BG3660  ___________________________________________________________________
 BG3660* NAD 83(1986)-  30 23 44.     (N)    086 30 50.     (W)     SCALED    
 BG3660* NAVD 88     -         8.984  (meters)      29.48   (feet)  ADJUSTED  
 BG3660  ___________________________________________________________________
 BG3660  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3660  DYNAMIC HT  -           8.972 (meters)      29.44  (feet)  COMP
 BG3660  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG3660
 BG3660  VERT ORDER  -  SECOND    CLASS I
 BG3660
 BG3660.The horizontal coordinates were scaled from a topographic map and have
 BG3660.an estimated accuracy of +/- 6 seconds.
 BG3660
 BG3660.The orthometric height was determined by differential leveling
 BG3660.and adjusted by the National Geodetic Survey in June 1991..
 BG3660
 BG3660.This Tidal Bench Mark is designated as VM 10146
 BG3660.by the Center for Operational Oceanographic Products and Services.
 BG3660
 BG3660.The geoid height was determined by GEOID03.
 BG3660
 BG3660.The dynamic height is computed by dividing the NAVD 88
 BG3660.geopotential number by the normal gravity value computed on the
 BG3660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3660.degrees latitude (g = 980.6199 gals.).
 BG3660
 BG3660.The modeled gravity was interpolated from observed gravity values.
 BG3660
 BG3660;                    North         East    Units  Estimated Accuracy
 BG3660;SPC FL N     -   156,400.      406,480.      MT  (+/- 180 meters Scaled)
 BG3660
 BG3660                          SUPERSEDED SURVEY CONTROL
 BG3660
 BG3660.No superseded survey control is available for this station.
 BG3660
 BG3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU466627(NAD 83)
 BG3660_MARKER: DJ = TIDAL STATION DISK
 BG3660_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3660_SP_SET: BRIDGE RAIL
 BG3660_STAMPING: 9511 C 1978
 BG3660_MARK LOGO: NOS   
 BG3660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3660+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BG3660
 BG3660  HISTORY     - Date     Condition        Report By
 BG3660  HISTORY     - 1978     MONUMENTED       NOS
 BG3660  HISTORY     - 1984     GOOD             FLDNR
 BG3660  HISTORY     - 1989     GOOD             USPSQD
 BG3660  HISTORY     - 20030428 GOOD             USPSQD
 BG3660  HISTORY     - 20050303 GOOD             USPSQD
 BG3660  HISTORY     - 20060318 GOOD             USPSQD
 BG3660
 BG3660                          STATION DESCRIPTION
 BG3660
 BG3660'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3660'IN DESTIN.
 BG3660'IN DESTIN, THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL AT THE
 BG3660'NORTHEAST END OF THE WESTBOUND U.S. HIGHWAY 98 BRIDGE OVER DESTIN
 BG3660'PASS, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BG3660'THE MARK IS 3 FT ABOVE HIGHWAY.
 BG3660
 BG3660                          STATION RECOVERY (1989)
 BG3660
 BG3660'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3660'RECOVERED IN GOOD CONDITION.
 BG3660
 BG3660                          STATION RECOVERY (2003)
 BG3660
 BG3660'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG3660'RECOVERED IN GOOD CONDITION.
 BG3660
 BG3660                          STATION RECOVERY (2005)
 BG3660
 BG3660'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3660'RECOVERED AS DESCRIBED
 BG3660
 BG3660                          STATION RECOVERY (2006)
 BG3660
 BG3660'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG3660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2107 ***********************************************************************
 BG2107  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2107  DESIGNATION -  872 9511 TIDAL 1
 BG2107  PID         -  BG2107
 BG2107  STATE/COUNTY-  FL/OKALOOSA
 BG2107  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2107
 BG2107                         *CURRENT SURVEY CONTROL
 BG2107  ___________________________________________________________________
 BG2107* NAD 83(1986)-  30 23 42.     (N)    086 30 48.     (W)     SCALED    
 BG2107* NAVD 88     -         7.966  (meters)      26.14   (feet)  ADJUSTED  
 BG2107  ___________________________________________________________________
 BG2107  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG2107  DYNAMIC HT  -           7.956 (meters)      26.10  (feet)  COMP
 BG2107  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG2107
 BG2107  VERT ORDER  -  FIRST     CLASS II
 BG2107
 BG2107.The horizontal coordinates were scaled from a topographic map and have
 BG2107.an estimated accuracy of +/- 6 seconds.
 BG2107
 BG2107.The orthometric height was determined by differential leveling
 BG2107.and adjusted by the National Geodetic Survey in June 1991..
 BG2107
 BG2107.This Tidal Bench Mark is designated as VM 10133
 BG2107.by the Center for Operational Oceanographic Products and Services.
 BG2107
 BG2107.This Tidal Bench Mark is designated as VM 10139
 BG2107.by the Center for Operational Oceanographic Products and Services.
 BG2107
 BG2107.The geoid height was determined by GEOID03.
 BG2107
 BG2107.The dynamic height is computed by dividing the NAVD 88
 BG2107.geopotential number by the normal gravity value computed on the
 BG2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2107.degrees latitude (g = 980.6199 gals.).
 BG2107
 BG2107.The modeled gravity was interpolated from observed gravity values.
 BG2107
 BG2107;                    North         East    Units  Estimated Accuracy
 BG2107;SPC FL N     -   156,340.      406,530.      MT  (+/- 180 meters Scaled)
 BG2107
 BG2107                          SUPERSEDED SURVEY CONTROL
 BG2107
 BG2107  NGVD 29 (??/??/92)    8.09   (m)           26.5    (f) COMPUTED    1 2
 BG2107
 BG2107.Superseded values are not recommended for survey control.
 BG2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2107.See file dsdata.txt to determine how the superseded data were derived.
 BG2107
 BG2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU467626(NAD 83)
 BG2107_MARKER: DJ = TIDAL STATION DISK
 BG2107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG2107_SP_SET: BRIDGE CURB
 BG2107_STAMPING: 1 1941
 BG2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2107
 BG2107  HISTORY     - Date     Condition        Report By
 BG2107  HISTORY     - 1941     MONUMENTED       CGS
 BG2107  HISTORY     - 1957     GOOD             NGS
 BG2107
 BG2107                          STATION DESCRIPTION
 BG2107
 BG2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG2107'AT DESTIN.
 BG2107'AT DESTIN, ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 98 FROM THE
 BG2107'EPISCOPAL CHURCH, IN THE TOP OF SOUTH BRIDGE CURBING OF HIGHWAY
 BG2107'BRIDGE OVER EAST PASS, 12 3/4 FEET SOUTH OF CENTER LINE OF
 BG2107'HIGHWAY, 40 FEET WEST OF EAST END OF BRIDGE AND ABOUT LEVEL WITH
 BG2107'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3659 ***********************************************************************
 BG3659  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3659  DESIGNATION -  872 9511 TIDAL 1 1979 USE
 BG3659  PID         -  BG3659
 BG3659  STATE/COUNTY-  FL/OKALOOSA
 BG3659  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3659
 BG3659                         *CURRENT SURVEY CONTROL
 BG3659  ___________________________________________________________________
 BG3659* NAD 83(1986)-  30 23 44.     (N)    086 30 50.     (W)     SCALED    
 BG3659* NAVD 88     -         8.117  (meters)      26.63   (feet)  ADJUSTED  
 BG3659  ___________________________________________________________________
 BG3659  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3659  DYNAMIC HT  -           8.106 (meters)      26.59  (feet)  COMP
 BG3659  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG3659
 BG3659  VERT ORDER  -  SECOND    CLASS I
 BG3659
 BG3659.The horizontal coordinates were scaled from a topographic map and have
 BG3659.an estimated accuracy of +/- 6 seconds.
 BG3659
 BG3659.The orthometric height was determined by differential leveling
 BG3659.and adjusted by the National Geodetic Survey in June 1991..
 BG3659
 BG3659.This Tidal Bench Mark is designated as VM 10148
 BG3659.by the Center for Operational Oceanographic Products and Services.
 BG3659
 BG3659.The geoid height was determined by GEOID03.
 BG3659
 BG3659.The dynamic height is computed by dividing the NAVD 88
 BG3659.geopotential number by the normal gravity value computed on the
 BG3659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3659.degrees latitude (g = 980.6199 gals.).
 BG3659
 BG3659.The modeled gravity was interpolated from observed gravity values.
 BG3659
 BG3659;                    North         East    Units  Estimated Accuracy
 BG3659;SPC FL N     -   156,400.      406,480.      MT  (+/- 180 meters Scaled)
 BG3659
 BG3659                          SUPERSEDED SURVEY CONTROL
 BG3659
 BG3659.No superseded survey control is available for this station.
 BG3659
 BG3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU466627(NAD 83)
 BG3659_MARKER: DD = SURVEY DISK
 BG3659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3659_SP_SET: CONCRETE POST
 BG3659_STAMPING: TIDAL-1 1979
 BG3659_MARK LOGO: USE   
 BG3659_PROJECTION: PROJECTING 15 CENTIMETERS
 BG3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3659+STABILITY: SURFACE MOTION
 BG3659
 BG3659  HISTORY     - Date     Condition        Report By
 BG3659  HISTORY     - 1979     MONUMENTED       USE
 BG3659  HISTORY     - 1984     GOOD             FLDNR
 BG3659  HISTORY     - 1989     GOOD             USPSQD
 BG3659
 BG3659                          STATION DESCRIPTION
 BG3659
 BG3659'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3659'IN DESTIN.
 BG3659'IN DESTIN, THE MARK IS NEAR THE NORTHEAST END OF THE EASTBOUND U.S.
 BG3659'HIGHWAY 98 BRIDGE OVER DESTIN PASS, 33 FEET EAST OF THE SOUTHEAST END
 BG3659'OF THE NORTHEAST ABUTMENT, 42.5 FEET SOUTHEAST OF THE CENTERLINE OF
 BG3659'U.S. 98 EASTBOUND, AND 8 FEET SOUTHWEST OF A TELEPHONE POLE.
 BG3659
 BG3659                          STATION RECOVERY (1989)
 BG3659
 BG3659'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2105 ***********************************************************************
 BG2105  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2105  DESIGNATION -  872 9511 TIDAL 2
 BG2105  PID         -  BG2105
 BG2105  STATE/COUNTY-  FL/OKALOOSA
 BG2105  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2105
 BG2105                         *CURRENT SURVEY CONTROL
 BG2105  ___________________________________________________________________
 BG2105* NAD 83(1986)-  30 23 44.     (N)    086 30 48.     (W)     SCALED    
 BG2105* NAVD 88     -         8.311  (meters)      27.27   (feet)  ADJUSTED  
 BG2105  ___________________________________________________________________
 BG2105  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG2105  DYNAMIC HT  -           8.300 (meters)      27.23  (feet)  COMP
 BG2105  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG2105
 BG2105  VERT ORDER  -  FIRST     CLASS II
 BG2105
 BG2105.The horizontal coordinates were scaled from a topographic map and have
 BG2105.an estimated accuracy of +/- 6 seconds.
 BG2105
 BG2105.The orthometric height was determined by differential leveling
 BG2105.and adjusted by the National Geodetic Survey in June 1991..
 BG2105
 BG2105.This Tidal Bench Mark is designated as VM 10134
 BG2105.by the Center for Operational Oceanographic Products and Services.
 BG2105
 BG2105.This Tidal Bench Mark is designated as VM 10140
 BG2105.by the Center for Operational Oceanographic Products and Services.
 BG2105
 BG2105.The geoid height was determined by GEOID03.
 BG2105
 BG2105.The dynamic height is computed by dividing the NAVD 88
 BG2105.geopotential number by the normal gravity value computed on the
 BG2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2105.degrees latitude (g = 980.6199 gals.).
 BG2105
 BG2105.The modeled gravity was interpolated from observed gravity values.
 BG2105
 BG2105;                    North         East    Units  Estimated Accuracy
 BG2105;SPC FL N     -   156,400.      406,530.      MT  (+/- 180 meters Scaled)
 BG2105
 BG2105                          SUPERSEDED SURVEY CONTROL
 BG2105
 BG2105  NGVD 29 (??/??/92)    8.44   (m)           27.7    (f) COMPUTED    1 2
 BG2105
 BG2105.Superseded values are not recommended for survey control.
 BG2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2105.See file dsdata.txt to determine how the superseded data were derived.
 BG2105
 BG2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU467627(NAD 83)
 BG2105_MARKER: DJ = TIDAL STATION DISK
 BG2105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG2105_SP_SET: BRIDGE ABUTMENT
 BG2105_STAMPING: 2 1941
 BG2105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2105
 BG2105  HISTORY     - Date     Condition        Report By
 BG2105  HISTORY     - 1941     MONUMENTED       CGS
 BG2105  HISTORY     - 1961     GOOD             NGS
 BG2105
 BG2105                          STATION DESCRIPTION
 BG2105
 BG2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BG2105'5.9 MI E FROM FORT WALTON BEACH.
 BG2105'5.9 MILES EAST ALONG U.S. HIGHWAY 98 FROM ITS JUNCTION WITH
 BG2105'STATE HIGHWAY 85 AT FORT WALTON BEACH, 0.4 MILE WEST OF THE
 BG2105'POST OFFICE AT DESTIN, 14.5 FT. NORTH OF THE CENTER LINE OF
 BG2105'THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT
 BG2105'OF A CONCRETE HIGHWAY BRIDGE OVER EAST PASS, 0.8 FT. ABOVE
 BG2105'THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2104 ***********************************************************************
 BG2104  DESIGNATION -  872 9511 TIDAL 5
 BG2104  PID         -  BG2104
 BG2104  STATE/COUNTY-  FL/OKALOOSA
 BG2104  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2104
 BG2104                         *CURRENT SURVEY CONTROL
 BG2104  ___________________________________________________________________
 BG2104* NAD 83(1986)-  30 23 44.     (N)    086 30 48.     (W)     SCALED    
 BG2104* NAVD 88     -         7.915  (meters)      25.97   (feet)  ADJUSTED  
 BG2104  ___________________________________________________________________
 BG2104  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG2104  DYNAMIC HT  -           7.905 (meters)      25.93  (feet)  COMP
 BG2104  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG2104
 BG2104  VERT ORDER  -  FIRST     CLASS II
 BG2104
 BG2104.The horizontal coordinates were scaled from a topographic map and have
 BG2104.an estimated accuracy of +/- 6 seconds.
 BG2104
 BG2104.The orthometric height was determined by differential leveling
 BG2104.and adjusted by the National Geodetic Survey in June 1991..
 BG2104
 BG2104.The geoid height was determined by GEOID03.
 BG2104
 BG2104.The dynamic height is computed by dividing the NAVD 88
 BG2104.geopotential number by the normal gravity value computed on the
 BG2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2104.degrees latitude (g = 980.6199 gals.).
 BG2104
 BG2104.The modeled gravity was interpolated from observed gravity values.
 BG2104
 BG2104;                    North         East    Units  Estimated Accuracy
 BG2104;SPC FL N     -   156,400.      406,530.      MT  (+/- 180 meters Scaled)
 BG2104
 BG2104                          SUPERSEDED SURVEY CONTROL
 BG2104
 BG2104  NGVD 29 (??/??/92)    8.04   (m)           26.4    (f) COMPUTED    1 2
 BG2104
 BG2104.Superseded values are not recommended for survey control.
 BG2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2104.See file dsdata.txt to determine how the superseded data were derived.
 BG2104
 BG2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU467627(NAD 83)
 BG2104_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BG2104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2104_SP_SET: FLOOR
 BG2104_STAMPING: B5 5 1946
 BG2104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2104
 BG2104  HISTORY     - Date     Condition        Report By
 BG2104  HISTORY     - 1946     MONUMENTED       CGS
 BG2104  HISTORY     - 1957     GOOD             NGS
 BG2104
 BG2104                          STATION DESCRIPTION
 BG2104
 BG2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG2104'AT DESTIN.
 BG2104'AT DESTIN, ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 98 FROM
 BG2104'THE EPISCOPAL CHURCH, 94 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 BG2104'121 FEET SOUTHEAST OF SOUTH END OF EAST ABUTMENT OF HIGHWAY
 BG2104'BRIDGE OVER EAST PASS, 45 FEET WEST-SOUTHWEST OF SOUTHWEST
 BG2104'CORNER OF KELLYS DEEP SEA FISHING OFFICE AND SNACK BAR, IN
 BG2104'THE TOP OF CONCRETE FLOOR OF AN OUTDOOR DINING AREA, 7 FEET
 BG2104'NORTH OF SOUTHWEST CORNER OF CONCRETE FLOOR, 1 FOOT EAST OF
 BG2104'WEST EDGE OF FLOOR AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 BG2104'NOTE-- THE FLOOR IS CRACKED AND MARK MAY BE UNSTABLE.  USE
 BG2104'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3401 ***********************************************************************
 BG3401  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3401  DESIGNATION -  872 9538 A TIDAL
 BG3401  PID         -  BG3401
 BG3401  STATE/COUNTY-  FL/OKALOOSA
 BG3401  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3401
 BG3401                         *CURRENT SURVEY CONTROL
 BG3401  ___________________________________________________________________
 BG3401* NAD 83(1986)-  30 26 23.     (N)    086 35 17.     (W)     SCALED    
 BG3401* NAVD 88     -         3.569  (meters)      11.71   (feet)  ADJUSTED  
 BG3401  ___________________________________________________________________
 BG3401  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3401  DYNAMIC HT  -           3.564 (meters)      11.69  (feet)  COMP
 BG3401  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 BG3401
 BG3401  VERT ORDER  -  SECOND    CLASS I
 BG3401
 BG3401.The horizontal coordinates were scaled from a topographic map and have
 BG3401.an estimated accuracy of +/- 6 seconds.
 BG3401
 BG3401.The orthometric height was determined by differential leveling
 BG3401.and adjusted by the National Geodetic Survey in June 1991..
 BG3401
 BG3401.This Tidal Bench Mark is designated as VM 10155
 BG3401.by the Center for Operational Oceanographic Products and Services.
 BG3401
 BG3401.The geoid height was determined by GEOID03.
 BG3401
 BG3401.The dynamic height is computed by dividing the NAVD 88
 BG3401.geopotential number by the normal gravity value computed on the
 BG3401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3401.degrees latitude (g = 980.6199 gals.).
 BG3401
 BG3401.The modeled gravity was interpolated from observed gravity values.
 BG3401
 BG3401;                    North         East    Units  Estimated Accuracy
 BG3401;SPC FL N     -   161,430.      399,450.      MT  (+/- 180 meters Scaled)
 BG3401
 BG3401                          SUPERSEDED SURVEY CONTROL
 BG3401
 BG3401.No superseded survey control is available for this station.
 BG3401
 BG3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU395675(NAD 83)
 BG3401_MARKER: DB = BENCH MARK DISK
 BG3401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3401_SP_SET: BRIDGE ABUTMENT
 BG3401_STAMPING: 9538 A
 BG3401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3401
 BG3401  HISTORY     - Date     Condition        Report By
 BG3401  HISTORY     - UNK      MONUMENTED       FLDT
 BG3401  HISTORY     - 1976     GOOD             FLDNR
 BG3401  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG3401
 BG3401                          STATION DESCRIPTION
 BG3401
 BG3401'DESCRIBED BY FL DEPT OF NAT RES 1976
 BG3401'SHALIMAR.
 BG3401'BEGIN  AT THE POST OFFICE AT SHALIMAR FLORIDA. PROCEED WEST ALONG
 BG3401'STATE HIGHWAY 85 (EGLIN PARKWAY) 0.2 MILES TO EAST END OF GARNIER
 BG3401'BAYOU BRIDGE OVER GARNIER BAYOU. MARK BEARS 2 FEET SOUTH OF EAST
 BG3401'END OF THE SOUTH RAIL, 32 FEET SOUTH OF CENTERLINE OF EGLIN PARKWAY,
 BG3401'SET FLUSH IN THE CENTER OF A 1 FOOT THICK CONCRETE ABUTMENT
 BG3401'PERPENDICULAR TO THE HIGHWAY.
 BG3401
 BG3401                          STATION RECOVERY (1989)
 BG3401
 BG3401'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3403 ***********************************************************************
 BG3403  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3403  DESIGNATION -  872 9538 TIDAL 1
 BG3403  PID         -  BG3403
 BG3403  STATE/COUNTY-  FL/OKALOOSA
 BG3403  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3403
 BG3403                         *CURRENT SURVEY CONTROL
 BG3403  ___________________________________________________________________
 BG3403* NAD 83(1986)-  30 26 08.     (N)    086 35 03.     (W)     SCALED    
 BG3403* NAVD 88     -         2.976  (meters)       9.76   (feet)  ADJUSTED  
 BG3403  ___________________________________________________________________
 BG3403  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3403  DYNAMIC HT  -           2.972 (meters)       9.75  (feet)  COMP
 BG3403  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BG3403
 BG3403  VERT ORDER  -  SECOND    CLASS I
 BG3403
 BG3403.The horizontal coordinates were scaled from a topographic map and have
 BG3403.an estimated accuracy of +/- 6 seconds.
 BG3403
 BG3403.The orthometric height was determined by differential leveling
 BG3403.and adjusted by the National Geodetic Survey in June 1991..
 BG3403
 BG3403.This Tidal Bench Mark is designated as VM 10153
 BG3403.by the Center for Operational Oceanographic Products and Services.
 BG3403
 BG3403.The geoid height was determined by GEOID03.
 BG3403
 BG3403.The dynamic height is computed by dividing the NAVD 88
 BG3403.geopotential number by the normal gravity value computed on the
 BG3403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3403.degrees latitude (g = 980.6199 gals.).
 BG3403
 BG3403.The modeled gravity was interpolated from observed gravity values.
 BG3403
 BG3403;                    North         East    Units  Estimated Accuracy
 BG3403;SPC FL N     -   160,960.      399,810.      MT  (+/- 180 meters Scaled)
 BG3403
 BG3403                          SUPERSEDED SURVEY CONTROL
 BG3403
 BG3403.No superseded survey control is available for this station.
 BG3403
 BG3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU399671(NAD 83)
 BG3403_MARKER: DJ = TIDAL STATION DISK
 BG3403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3403_SP_SET: RETAINING WALL
 BG3403_STAMPING: 1 1973
 BG3403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3403
 BG3403  HISTORY     - Date     Condition        Report By
 BG3403  HISTORY     - 1973     MONUMENTED       NOS
 BG3403  HISTORY     - 1976     GOOD             FLDNR
 BG3403  HISTORY     - 19940315 GOOD             USPSQD
 BG3403  HISTORY     - 20060114 MARK NOT FOUND   USPS
 BG3403
 BG3403                          STATION DESCRIPTION
 BG3403
 BG3403'DESCRIBED BY FL DEPT OF NAT RES 1976
 BG3403'SHALIMAR.
 BG3403'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 85 (EGLIN PARKWAY) AND
 BG3403'CHEROKEE ROAD AT SHALIMAR FLORIDA. PROCEED SOUTH ON CHEROKEE ROAD
 BG3403'0.4 MILES TO SHALIMAR YACHT BASIN AT SOUTHEAST END OF GARNIER BAYOU.
 BG3403'MARK BEARS 21 FEET NORTHWEST OF CENTERLINE OF OLD FERRY ROAD AND
 BG3403'SET FLUSH IN TOP CENTER OF A 12 INCH THICK AND 6 FEET HIGH CONCRETE
 BG3403
 BG3403                          STATION RECOVERY (1994)
 BG3403
 BG3403'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3403'RECOVERED IN GOOD CONDITION.
 BG3403
 BG3403                          STATION RECOVERY (2006)
 BG3403
 BG3403'RECOVERY NOTE BY US POSTAL SERVICE 2006 (JCH)
 BG3403'ENTIRE YACHT BASIN ENTRANCE ROAD REBUILT, REGRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3402 ***********************************************************************
 BG3402  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3402  DESIGNATION -  872 9538 TIDAL 2
 BG3402  PID         -  BG3402
 BG3402  STATE/COUNTY-  FL/OKALOOSA
 BG3402  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3402
 BG3402                         *CURRENT SURVEY CONTROL
 BG3402  ___________________________________________________________________
 BG3402* NAD 83(1986)-  30 26 14.     (N)    086 35 04.     (W)     SCALED    
 BG3402* NAVD 88     -         2.251  (meters)       7.39   (feet)  ADJUSTED  
 BG3402  ___________________________________________________________________
 BG3402  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3402  DYNAMIC HT  -           2.248 (meters)       7.38  (feet)  COMP
 BG3402  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 BG3402
 BG3402  VERT ORDER  -  SECOND    CLASS I
 BG3402
 BG3402.The horizontal coordinates were scaled from a topographic map and have
 BG3402.an estimated accuracy of +/- 6 seconds.
 BG3402
 BG3402.The orthometric height was determined by differential leveling
 BG3402.and adjusted by the National Geodetic Survey in June 1991..
 BG3402
 BG3402.This Tidal Bench Mark is designated as VM 10154
 BG3402.by the Center for Operational Oceanographic Products and Services.
 BG3402
 BG3402.The geoid height was determined by GEOID03.
 BG3402
 BG3402.The dynamic height is computed by dividing the NAVD 88
 BG3402.geopotential number by the normal gravity value computed on the
 BG3402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3402.degrees latitude (g = 980.6199 gals.).
 BG3402
 BG3402.The modeled gravity was interpolated from observed gravity values.
 BG3402
 BG3402;                    North         East    Units  Estimated Accuracy
 BG3402;SPC FL N     -   161,140.      399,790.      MT  (+/- 180 meters Scaled)
 BG3402
 BG3402                          SUPERSEDED SURVEY CONTROL
 BG3402
 BG3402.No superseded survey control is available for this station.
 BG3402
 BG3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU399673(NAD 83)
 BG3402_MARKER: DJ = TIDAL STATION DISK
 BG3402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG3402_SP_SET: CONCRETE SLAB
 BG3402_STAMPING: 2 1973
 BG3402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3402
 BG3402  HISTORY     - Date     Condition        Report By
 BG3402  HISTORY     - 1973     MONUMENTED       NOS
 BG3402  HISTORY     - 1976     GOOD             FLDNR
 BG3402  HISTORY     - 19940315 GOOD             USPSQD
 BG3402  HISTORY     - 20060114 MARK NOT FOUND   USPS
 BG3402
 BG3402                          STATION DESCRIPTION
 BG3402
 BG3402'DESCRIBED BY FL DEPT OF NAT RES 1976
 BG3402'SHALIMAR.
 BG3402'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 85 (EGLIN PARKWAY) AND
 BG3402'CHEROKEE ROAD AT SHALIMAR FLORIDA. PROCEED SOUTH ALONG CHEROKEE
 BG3402'ROAD 0.4 MILES TO THE SOUTHEAST END OF SHALIMAR YACHT BASIN AT
 BG3402'GARNIER BAYOU AND GARDNER DRIVE, PROCEED NORTHWEST ALONG GARDNER
 BG3402'DRIVE ABOUT 250 FEET, MARK BEARS 85 FEET SOUTHWEST OF CENTERLINE
 BG3402'OF GARDNER DRIVE, 6 INCHES SOUTHWEST OF SOUTHWEST FACE OF A BUILDING,
 BG3402'1 FOOT SOUTHWEST OF WEST CORNER OF A BUILDING. MARK IS SET FLUSH
 BG3402'IN A CONCRETE SLAB AT THE WEST CORNER OF A ONE STORY BUILDING.
 BG3402
 BG3402                          STATION RECOVERY (1994)
 BG3402
 BG3402'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3402'RECOVERED IN GOOD CONDITION.
 BG3402
 BG3402                          STATION RECOVERY (2006)
 BG3402
 BG3402'RECOVERY NOTE BY US POSTAL SERVICE 2006 (JCH)
 BG3402'BUILDING REBUILT, ENLARGED, YACHT BASIN ENTRANCE ROAD RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3399 ***********************************************************************
 BG3399  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3399  DESIGNATION -  872 9538 TIDAL 3
 BG3399  PID         -  BG3399
 BG3399  STATE/COUNTY-  FL/OKALOOSA
 BG3399  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3399
 BG3399                         *CURRENT SURVEY CONTROL
 BG3399  ___________________________________________________________________
 BG3399* NAD 83(1986)-  30 26 27.     (N)    086 34 53.     (W)     SCALED    
 BG3399* NAVD 88     -         3.971  (meters)      13.03   (feet)  ADJUSTED  
 BG3399  ___________________________________________________________________
 BG3399  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3399  DYNAMIC HT  -           3.966 (meters)      13.01  (feet)  COMP
 BG3399  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 BG3399
 BG3399  VERT ORDER  -  SECOND    CLASS I
 BG3399
 BG3399.The horizontal coordinates were scaled from a topographic map and have
 BG3399.an estimated accuracy of +/- 6 seconds.
 BG3399
 BG3399.The orthometric height was determined by differential leveling
 BG3399.and adjusted by the National Geodetic Survey in June 1991..
 BG3399
 BG3399.This Tidal Bench Mark is designated as VM 10157
 BG3399.by the Center for Operational Oceanographic Products and Services.
 BG3399
 BG3399.The geoid height was determined by GEOID03.
 BG3399
 BG3399.The dynamic height is computed by dividing the NAVD 88
 BG3399.geopotential number by the normal gravity value computed on the
 BG3399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3399.degrees latitude (g = 980.6199 gals.).
 BG3399
 BG3399.The modeled gravity was interpolated from observed gravity values.
 BG3399
 BG3399;                    North         East    Units  Estimated Accuracy
 BG3399;SPC FL N     -   161,540.      400,090.      MT  (+/- 180 meters Scaled)
 BG3399
 BG3399                          SUPERSEDED SURVEY CONTROL
 BG3399
 BG3399.No superseded survey control is available for this station.
 BG3399
 BG3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU401677(NAD 83)
 BG3399_MARKER: DJ = TIDAL STATION DISK
 BG3399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3399_SP_SET: CONCRETE RETAINING WALL
 BG3399_STAMPING: 3 1973
 BG3399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3399
 BG3399  HISTORY     - Date     Condition        Report By
 BG3399  HISTORY     - 1973     MONUMENTED       NOS
 BG3399  HISTORY     - 1976     GOOD             FLDNR
 BG3399  HISTORY     - 1989     GOOD             USPSQD
 BG3399  HISTORY     - 19950121 GOOD             USPSQD
 BG3399
 BG3399                          STATION DESCRIPTION
 BG3399
 BG3399'DESCRIBED BY FL DEPT OF NAT RES 1976
 BG3399'SHALIMAR.
 BG3399'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 85 (EGLIN PARKWAY) AND
 BG3399'CHEROKEE ROAD AT SHALIMAR FLORIDA. THE MARK IS LOCATED AT THIS
 BG3399'INTERSECTION IN AN ISLAND 23 FEET NORTHEAST OF CENTERLINE OF CHEROKEE
 BG3399'ROAD, 50 FEET SOUTHEAST OF CENTERLINE OF EGLIN PARKWAY, 8 FEET
 BG3399'EAST OF POWER POLE NUMBER 355. MARK IS SET FLUSH IN THE CENTER
 BG3399'OF THE SOUTHWEST SIDE OF THE CONCRETE BASE OF THE POLE FOR THE
 BG3399'SERVICE STATION SIGN.
 BG3399
 BG3399                          STATION RECOVERY (1989)
 BG3399
 BG3399'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3399'RECOVERED IN GOOD CONDITION.
 BG3399
 BG3399                          STATION RECOVERY (1995)
 BG3399
 BG3399'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3400 ***********************************************************************
 BG3400  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3400  DESIGNATION -  872 9538 TIDAL 4
 BG3400  PID         -  BG3400
 BG3400  STATE/COUNTY-  FL/OKALOOSA
 BG3400  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3400
 BG3400                         *CURRENT SURVEY CONTROL
 BG3400  ___________________________________________________________________
 BG3400* NAD 83(1986)-  30 26 23.     (N)    086 35 03.     (W)     SCALED    
 BG3400* NAVD 88     -         3.000  (meters)       9.84   (feet)  ADJUSTED  
 BG3400  ___________________________________________________________________
 BG3400  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3400  DYNAMIC HT  -           2.996 (meters)       9.83  (feet)  COMP
 BG3400  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 BG3400
 BG3400  VERT ORDER  -  SECOND    CLASS I
 BG3400
 BG3400.The horizontal coordinates were scaled from a topographic map and have
 BG3400.an estimated accuracy of +/- 6 seconds.
 BG3400
 BG3400.The orthometric height was determined by differential leveling
 BG3400.and adjusted by the National Geodetic Survey in June 1991..
 BG3400
 BG3400.This Tidal Bench Mark is designated as VM 10158
 BG3400.by the Center for Operational Oceanographic Products and Services.
 BG3400
 BG3400.The geoid height was determined by GEOID03.
 BG3400
 BG3400.The dynamic height is computed by dividing the NAVD 88
 BG3400.geopotential number by the normal gravity value computed on the
 BG3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3400.degrees latitude (g = 980.6199 gals.).
 BG3400
 BG3400.The modeled gravity was interpolated from observed gravity values.
 BG3400
 BG3400;                    North         East    Units  Estimated Accuracy
 BG3400;SPC FL N     -   161,420.      399,820.      MT  (+/- 180 meters Scaled)
 BG3400
 BG3400                          SUPERSEDED SURVEY CONTROL
 BG3400
 BG3400.No superseded survey control is available for this station.
 BG3400
 BG3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU399675(NAD 83)
 BG3400_MARKER: DJ = TIDAL STATION DISK
 BG3400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3400_SP_SET: CONCRETE BASE
 BG3400_STAMPING: 4 1973
 BG3400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3400
 BG3400  HISTORY     - Date     Condition        Report By
 BG3400  HISTORY     - 1973     MONUMENTED       NOS
 BG3400  HISTORY     - 1976     GOOD             FLDNR
 BG3400  HISTORY     - 1989     GOOD             USPSQD
 BG3400
 BG3400                          STATION DESCRIPTION
 BG3400
 BG3400'DESCRIBED BY FL DEPT OF NAT RES 1976
 BG3400'SHALIMAR.
 BG3400'AT US POST OFFICE AT SHALIMAR FLORIDA, MARK BEARS 15 FEET NORTHEAST
 BG3400'OF EAST CORNER OF POST OFFICE, 8 FEET SOUTHEAST OF FLAG POLE,
 BG3400'125 FEET NORTHWEST OF CENTERLINE OF EGLIN PARKWAY, 40 FEET SOUTHWEST
 BG3400'OF CENTERLINE OF TURNER TRAIL. MARK IS SET FLUSH IN A 4 FEET BY
 BG3400'7 FEET CONCRETE BASE AT THE NORTH SIDE OF THE PARKING LOT.
 BG3400
 BG3400                          STATION RECOVERY (1989)
 BG3400
 BG3400'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2044 ***********************************************************************
 BG2044  DESIGNATION -  872 9545 TIDAL 1
 BG2044  PID         -  BG2044
 BG2044  STATE/COUNTY-  FL/OKALOOSA
 BG2044  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2044
 BG2044                         *CURRENT SURVEY CONTROL
 BG2044  ___________________________________________________________________
 BG2044* NAD 83(1986)-  30 26 43.     (N)    086 35 05.     (W)     SCALED    
 BG2044* NAVD 88     -         2.237  (meters)       7.34   (feet)  ADJUSTED  
 BG2044  ___________________________________________________________________
 BG2044  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG2044  DYNAMIC HT  -           2.234 (meters)       7.33  (feet)  COMP
 BG2044  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 BG2044
 BG2044  VERT ORDER  -  FIRST     CLASS I
 BG2044
 BG2044.The horizontal coordinates were scaled from a topographic map and have
 BG2044.an estimated accuracy of +/- 6 seconds.
 BG2044
 BG2044.The orthometric height was determined by differential leveling
 BG2044.and adjusted by the National Geodetic Survey in December 1996..
 BG2044
 BG2044.The geoid height was determined by GEOID03.
 BG2044
 BG2044.The dynamic height is computed by dividing the NAVD 88
 BG2044.geopotential number by the normal gravity value computed on the
 BG2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2044.degrees latitude (g = 980.6199 gals.).
 BG2044
 BG2044.The modeled gravity was interpolated from observed gravity values.
 BG2044
 BG2044;                    North         East    Units  Estimated Accuracy
 BG2044;SPC FL N     -   162,040.      399,780.      MT  (+/- 180 meters Scaled)
 BG2044
 BG2044                          SUPERSEDED SURVEY CONTROL
 BG2044
 BG2044  NAVD 88 (06/15/91)    2.267  (m)            7.44   (f) UNKNOWN     1 1
 BG2044  NGVD 29 (??/??/92)    2.394  (m)            7.85   (f) ADJ UNCH    1 1
 BG2044
 BG2044.Superseded values are not recommended for survey control.
 BG2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2044.See file dsdata.txt to determine how the superseded data were derived.
 BG2044
 BG2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU398682(NAD 83)
 BG2044_MARKER: DJ = TIDAL STATION DISK
 BG2044_SETTING: 0 = UNSPECIFIED SETTING
 BG2044_SP_SET: CONCRETE TILE
 BG2044_STAMPING: NO 1
 BG2044_MARK LOGO: CGS   
 BG2044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2044
 BG2044  HISTORY     - Date     Condition        Report By
 BG2044  HISTORY     - 1967     MONUMENTED       CGS
 BG2044  HISTORY     - 1967     GOOD             NGS
 BG2044  HISTORY     - 1976     GOOD             FLDNR
 BG2044  HISTORY     - 1989     GOOD             USPSQD
 BG2044  HISTORY     - 19910414 GOOD             FLDT
 BG2044
 BG2044                          STATION DESCRIPTION
 BG2044
 BG2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2044'0.5 MI SW FROM SHALIMAR.
 BG2044'ABOUT 0.2 MILE WEST ALONG RICHBOURG AVENUE FROM THE EAST END
 BG2044'OF THE MEIGS JUNIOR HIGH SCHOOL AT SHALIMAR, THENCE 0.3 MILE
 BG2044'SOUTHWEST ALONG SHALIMAR DRIVE, AT THE WALKER ESTATE, IN SECTION
 BG2044'6, R 23, T 2 S, 102 FEET SOUTH OF THE SOUTH PORCH CORNER OF A
 BG2044'LARGE WHITE FRAME HOUSE, 70 FEET NORTHWEST OF THE NORTHWEST
 BG2044'EDGE OF A CONCRETE SIDEWALK AT THE NORTHEAST END OF A WHARF
 BG2044'(FORMERLY SULLIVANS WHARF), 1 FOOT NORTHEAST OF THE SOUTHWEST
 BG2044'FENCE OF THE WALKER ESTATE, 2 FEET SOUTHEAST OF A METAL WITNESS
 BG2044'POST, SET IN THE TOP OF A CONCRETE FILLED 6 INCH TILE WHICH
 BG2044'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG2044
 BG2044                          STATION RECOVERY (1976)
 BG2044
 BG2044'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BG2044'RECOVERED IN GOOD CONDITION.
 BG2044
 BG2044                          STATION RECOVERY (1989)
 BG2044
 BG2044'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG2044'RECOVERED IN GOOD CONDITION.
 BG2044
 BG2044                          STATION RECOVERY (1991)
 BG2044
 BG2044'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991 (CBM)
 BG2044'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2045 ***********************************************************************
 BG2045  DESIGNATION -  872 9545 TIDAL 2
 BG2045  PID         -  BG2045
 BG2045  STATE/COUNTY-  FL/OKALOOSA
 BG2045  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2045
 BG2045                         *CURRENT SURVEY CONTROL
 BG2045  ___________________________________________________________________
 BG2045* NAD 83(1986)-  30 26 43.     (N)    086 35 05.     (W)     SCALED    
 BG2045* NAVD 88     -         2.327  (meters)       7.63   (feet)  ADJUSTED  
 BG2045  ___________________________________________________________________
 BG2045  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG2045  DYNAMIC HT  -           2.324 (meters)       7.62  (feet)  COMP
 BG2045  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 BG2045
 BG2045  VERT ORDER  -  FIRST     CLASS I
 BG2045
 BG2045.The horizontal coordinates were scaled from a topographic map and have
 BG2045.an estimated accuracy of +/- 6 seconds.
 BG2045
 BG2045.The orthometric height was determined by differential leveling
 BG2045.and adjusted by the National Geodetic Survey in December 1996..
 BG2045
 BG2045.The geoid height was determined by GEOID03.
 BG2045
 BG2045.The dynamic height is computed by dividing the NAVD 88
 BG2045.geopotential number by the normal gravity value computed on the
 BG2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2045.degrees latitude (g = 980.6199 gals.).
 BG2045
 BG2045.The modeled gravity was interpolated from observed gravity values.
 BG2045
 BG2045;                    North         East    Units  Estimated Accuracy
 BG2045;SPC FL N     -   162,040.      399,780.      MT  (+/- 180 meters Scaled)
 BG2045
 BG2045                          SUPERSEDED SURVEY CONTROL
 BG2045
 BG2045  NAVD 88 (06/15/91)    2.369  (m)            7.77   (f) UNKNOWN     1 1
 BG2045  NGVD 29 (??/??/92)    2.496  (m)            8.19   (f) ADJ UNCH    1 1
 BG2045
 BG2045.Superseded values are not recommended for survey control.
 BG2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2045.See file dsdata.txt to determine how the superseded data were derived.
 BG2045
 BG2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU398682(NAD 83)
 BG2045_MARKER: DJ = TIDAL STATION DISK
 BG2045_SETTING: 0 = UNSPECIFIED SETTING
 BG2045_SP_SET: CONCRETE TILE
 BG2045_STAMPING: NO 2
 BG2045_MARK LOGO: CGS   
 BG2045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2045
 BG2045  HISTORY     - Date     Condition        Report By
 BG2045  HISTORY     - 1967     MONUMENTED       CGS
 BG2045  HISTORY     - 1967     GOOD             NGS
 BG2045  HISTORY     - 1976     GOOD             FLDNR
 BG2045  HISTORY     - 19910414 GOOD             FLDT
 BG2045
 BG2045                          STATION DESCRIPTION
 BG2045
 BG2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2045'0.5 MI SW FROM SHALIMAR.
 BG2045'ABOUT 0.2 MILE WEST ALONG RICHBOURG AVENUE FROM THE EAST END OF
 BG2045'THE MEIGS JUNIOR HIGH SCHOOL AT SHALIMAR, THENCE 0.3 MILE
 BG2045'SOUTHWEST ALONG SHALIMAR DRIVE, AT THE WALKER ESTATE, IN SECTION
 BG2045'6, R 23 W, T 2 S, 39 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 BG2045'A CONCRETE SIDEWALK NEAR THE NORTHEAST END OF A WHARF (FORMERLY
 BG2045'THE SULLIVANS WHARF), 79 FEET NORTHWEST OF THE SOUTH CORNER
 BG2045'OF THE FENCE AROUND THE WALKER ESTATE, 116 FEET SOUTHWEST OF THE
 BG2045'SOUTH CORNER OF THE PROCH OF A LARGE RED FRAME HOUSE, 1 FOOT
 BG2045'NORTHEAST OF THE SOUTHWEST FENCE LINE, 110 FEET WEST OF TIDAL
 BG2045'BENCH MARK NO. 3 DESCRIBED, 112 FEET SOUTHEAST OF TIDAL BENCH
 BG2045'MARK NO. 1 DESCRIBED, 2 FEET SOUTHEAST OF A METAL WITNESS POST,
 BG2045'SET IN THE TOP OF A 6 INCH TILE FILLED WITH CONCRETE AND PROJECTS
 BG2045'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG2045
 BG2045                          STATION RECOVERY (1976)
 BG2045
 BG2045'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BG2045'RECOVERED IN GOOD CONDITION.
 BG2045
 BG2045                          STATION RECOVERY (1991)
 BG2045
 BG2045'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991 (CBM)
 BG2045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2046 ***********************************************************************
 BG2046  DESIGNATION -  872 9545 TIDAL 3
 BG2046  PID         -  BG2046
 BG2046  STATE/COUNTY-  FL/OKALOOSA
 BG2046  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2046
 BG2046                         *CURRENT SURVEY CONTROL
 BG2046  ___________________________________________________________________
 BG2046* NAD 83(1986)-  30 26 48.     (N)    086 35 04.     (W)     SCALED    
 BG2046* NAVD 88     -         2.537  (meters)       8.32   (feet)  ADJUSTED  
 BG2046  ___________________________________________________________________
 BG2046  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG2046  DYNAMIC HT  -           2.533 (meters)       8.31  (feet)  COMP
 BG2046  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 BG2046
 BG2046  VERT ORDER  -  FIRST     CLASS I
 BG2046
 BG2046.The horizontal coordinates were scaled from a topographic map and have
 BG2046.an estimated accuracy of +/- 6 seconds.
 BG2046
 BG2046.The orthometric height was determined by differential leveling
 BG2046.and adjusted by the National Geodetic Survey in June 1991..
 BG2046
 BG2046.The geoid height was determined by GEOID03.
 BG2046
 BG2046.The dynamic height is computed by dividing the NAVD 88
 BG2046.geopotential number by the normal gravity value computed on the
 BG2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2046.degrees latitude (g = 980.6199 gals.).
 BG2046
 BG2046.The modeled gravity was interpolated from observed gravity values.
 BG2046
 BG2046;                    North         East    Units  Estimated Accuracy
 BG2046;SPC FL N     -   162,190.      399,810.      MT  (+/- 180 meters Scaled)
 BG2046
 BG2046                          SUPERSEDED SURVEY CONTROL
 BG2046
 BG2046  NGVD 29 (??/??/92)    2.663  (m)            8.74   (f) ADJ UNCH    1 1
 BG2046
 BG2046.Superseded values are not recommended for survey control.
 BG2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2046.See file dsdata.txt to determine how the superseded data were derived.
 BG2046
 BG2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU398683(NAD 83)
 BG2046_MARKER: DJ = TIDAL STATION DISK
 BG2046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2046_SP_SET: CONCRETE TILE
 BG2046_STAMPING: NO 3
 BG2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2046
 BG2046  HISTORY     - Date     Condition        Report By
 BG2046  HISTORY     - UNK      MONUMENTED       CGS
 BG2046  HISTORY     - 1967     GOOD             NGS
 BG2046  HISTORY     - 1976     GOOD             FLDNR
 BG2046
 BG2046                          STATION DESCRIPTION
 BG2046
 BG2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2046'0.5 MI SW FROM SHALIMAR.
 BG2046'ABOUT 0.2 MILE WEST ALONG RICHBOURG AVENUE FROM THE EAST END
 BG2046'OF THE MEIGS JUNIOR HIGH SCHOOL AT SHALIMAR, THENCE 0.3 MILE
 BG2046'SOUTHWEST ALONG SHALIMAR DRIVE TO THE WALKER ESTATE, ON THE
 BG2046'WALKER ESTATE, IN SECTION 6, R 23 W, T 2 S, 132 FEET SOUTHWEST
 BG2046'OF THE CENTER OF THE ENTRANCE TO THE WALKER ESTATE, 70 FEET
 BG2046'NORTHEAST OF THE SOUTH CORNER OF FENCE AROUND ESTATE, 1 FOOT
 BG2046'NORTHWEST OF THE SOUTHEAST PROPERTY FENCE LINE, 110 FEET EAST OF
 BG2046'TIDAL BENCH MARK NO. 2 DESCRIBED, 2 FEET NORTHEAST OF A METAL
 BG2046'WITNESS POST, SET IN THE TOP OF A 6-INCH CONCRETE FILLED TILE
 BG2046'WHICH IS FLUSH WITH THE GROUND.
 BG2046
 BG2046                          STATION RECOVERY (1976)
 BG2046
 BG2046'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BG2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3442 ***********************************************************************
 BG3442  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3442  DESIGNATION -  872 9554 A TIDAL
 BG3442  PID         -  BG3442
 BG3442  STATE/COUNTY-  FL/OKALOOSA
 BG3442  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3442
 BG3442                         *CURRENT SURVEY CONTROL
 BG3442  ___________________________________________________________________
 BG3442* NAD 83(1986)-  30 24 13.     (N)    086 36 40.     (W)     SCALED    
 BG3442* NAVD 88     -         3.941  (meters)      12.93   (feet)  ADJUSTED  
 BG3442  ___________________________________________________________________
 BG3442  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG3442  DYNAMIC HT  -           3.936 (meters)      12.91  (feet)  COMP
 BG3442  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG3442
 BG3442  VERT ORDER  -  SECOND    CLASS I
 BG3442
 BG3442.The horizontal coordinates were scaled from a topographic map and have
 BG3442.an estimated accuracy of +/- 6 seconds.
 BG3442
 BG3442.The orthometric height was determined by differential leveling
 BG3442.and adjusted by the National Geodetic Survey in June 1991..
 BG3442
 BG3442.This Tidal Bench Mark is designated as VM 10166
 BG3442.by the Center for Operational Oceanographic Products and Services.
 BG3442
 BG3442.The geoid height was determined by GEOID03.
 BG3442
 BG3442.The dynamic height is computed by dividing the NAVD 88
 BG3442.geopotential number by the normal gravity value computed on the
 BG3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3442.degrees latitude (g = 980.6199 gals.).
 BG3442
 BG3442.The modeled gravity was interpolated from observed gravity values.
 BG3442
 BG3442;                    North         East    Units  Estimated Accuracy
 BG3442;SPC FL N     -   157,470.      397,160.      MT  (+/- 180 meters Scaled)
 BG3442
 BG3442                          SUPERSEDED SURVEY CONTROL
 BG3442
 BG3442.No superseded survey control is available for this station.
 BG3442
 BG3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU373635(NAD 83)
 BG3442_MARKER: DB = BENCH MARK DISK
 BG3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3442_SP_SET: CONCRETE POST
 BG3442_STAMPING: 9554 A 1977
 BG3442_MARK LOGO: NOS   
 BG3442_PROJECTION: FLUSH
 BG3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3442+STABILITY: SURFACE MOTION
 BG3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3442+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 BG3442
 BG3442  HISTORY     - Date     Condition        Report By
 BG3442  HISTORY     - 1977     MONUMENTED       NOS
 BG3442  HISTORY     - 1979     GOOD             FLDNR
 BG3442  HISTORY     - 1984     GOOD             FLDNR
 BG3442  HISTORY     - 1989     GOOD             USPSQD
 BG3442  HISTORY     - 19950121 GOOD             USPSQD
 BG3442  HISTORY     - 20030428 GOOD             USPSQD
 BG3442  HISTORY     - 20050126 GOOD             USPSQD
 BG3442  HISTORY     - 20060316 GOOD             USPSQD
 BG3442
 BG3442                          STATION DESCRIPTION
 BG3442
 BG3442'DESCRIBED BY FL DEPT OF NAT RES 1979
 BG3442'FORT WALTON BEACH.
 BG3442'BEGIN AT THE INTERSECTION OF US 98 AND STATE ROAD 85. PROCEED WEST ON
 BG3442'WEST ON US 98 FOR 50 FEET TO THE MARK ON THE SOUTH SIDE OF STREET IN
 BG3442'THE NORTHWEST CORNER OF THE SHERATON INN PROPERTY. THE MARK BEARS 11.5
 BG3442'FEET SOUTH SOUTHEAST OF A FIRE HYDRANT, 42.3 FEET SOUTH OF THE CENTER
 BG3442'LINE OF US 98, 211 FEET WEST OF THE CONCRETE BASE OF THE -SHERATON
 BG3442'MARINA INN- SIGN, 0.9 FOOT NORTH NORTHEAST OF A WITNESS POST.
 BG3442
 BG3442                          STATION RECOVERY (1984)
 BG3442
 BG3442'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3442'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS AT
 BG3442'THE MARINA BAY RESORT AT 80 MIRACLE STRIP PARKWAY.  THE MARK BEARS 211
 BG3442'FEET WEST OF THE CONCRETE BASE FOR THE RESORT SIGN, 42.3 FEET SOUTH OF
 BG3442'THE CENTER OF U.S. HIGHWAY 98, 11.5 FEET SOUTH-SOUTHEAST OF A FIRE
 BG3442'HYDRANT, 0.5 FOOT EAST OF A FENCE, AND 1 FOOT NORTH-NORTHEAST OF A
 BG3442'WITNESS POST.
 BG3442
 BG3442                          STATION RECOVERY (1989)
 BG3442
 BG3442'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3442'RECOVERED IN GOOD CONDITION.
 BG3442
 BG3442                          STATION RECOVERY (1995)
 BG3442
 BG3442'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3442'RECOVERED IN GOOD CONDITION.
 BG3442
 BG3442                          STATION RECOVERY (2003)
 BG3442
 BG3442'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG3442'RECOVERED IN GOOD CONDITION.
 BG3442
 BG3442                          STATION RECOVERY (2005)
 BG3442
 BG3442'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3442'RECOVERED IN GOOD CONDITION
 BG3442
 BG3442                          STATION RECOVERY (2006)
 BG3442
 BG3442'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG3442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3443 ***********************************************************************
 BG3443  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3443  DESIGNATION -  872 9554 B TIDAL
 BG3443  PID         -  BG3443
 BG3443  STATE/COUNTY-  FL/OKALOOSA
 BG3443  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3443
 BG3443                         *CURRENT SURVEY CONTROL
 BG3443  ___________________________________________________________________
 BG3443* NAD 83(1986)-  30 24 15.     (N)    086 36 38.     (W)     SCALED    
 BG3443* NAVD 88     -         4.154  (meters)      13.63   (feet)  ADJUSTED  
 BG3443  ___________________________________________________________________
 BG3443  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG3443  DYNAMIC HT  -           4.149 (meters)      13.61  (feet)  COMP
 BG3443  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG3443
 BG3443  VERT ORDER  -  SECOND    CLASS I
 BG3443
 BG3443.The horizontal coordinates were scaled from a topographic map and have
 BG3443.an estimated accuracy of +/- 6 seconds.
 BG3443
 BG3443.The orthometric height was determined by differential leveling
 BG3443.and adjusted by the National Geodetic Survey in June 1991..
 BG3443
 BG3443.This Tidal Bench Mark is designated as VM 10167
 BG3443.by the Center for Operational Oceanographic Products and Services.
 BG3443
 BG3443.The geoid height was determined by GEOID03.
 BG3443
 BG3443.The dynamic height is computed by dividing the NAVD 88
 BG3443.geopotential number by the normal gravity value computed on the
 BG3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3443.degrees latitude (g = 980.6199 gals.).
 BG3443
 BG3443.The modeled gravity was interpolated from observed gravity values.
 BG3443
 BG3443;                    North         East    Units  Estimated Accuracy
 BG3443;SPC FL N     -   157,530.      397,210.      MT  (+/- 180 meters Scaled)
 BG3443
 BG3443                          SUPERSEDED SURVEY CONTROL
 BG3443
 BG3443.No superseded survey control is available for this station.
 BG3443
 BG3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU374636(NAD 83)
 BG3443_MARKER: DB = BENCH MARK DISK
 BG3443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3443_STAMPING: 9554 B 1977
 BG3443_MARK LOGO: NOS   
 BG3443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3443+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 BG3443
 BG3443  HISTORY     - Date     Condition        Report By
 BG3443  HISTORY     - 1977     MONUMENTED       NOS
 BG3443  HISTORY     - 1979     GOOD             FLDNR
 BG3443  HISTORY     - 1984     GOOD             FLDNR
 BG3443  HISTORY     - 1989     GOOD             USPSQD
 BG3443  HISTORY     - 19950121 GOOD             USPSQD
 BG3443  HISTORY     - 20030416 GOOD             USPSQD
 BG3443  HISTORY     - 20050225 GOOD             USPSQD
 BG3443
 BG3443                          STATION DESCRIPTION
 BG3443
 BG3443'DESCRIBED BY FL DEPT OF NAT RES 1979
 BG3443'FORT WALTON BEACH.
 BG3443'BEGIN AT THE INTERSECTION OF US 98 AND STATE ROAD 85. PROCEED WEST ON
 BG3443'US 98 FOR 135 FEET TO THE KENTUCKY FRIED CHICKEN RESTAURANT. THE MARK
 BG3443'IS JUST WEST OF THE RESTAURANT AND BEARS 17.2 FEET EAST OF THE CENTER
 BG3443'LINE OF HARBESON AVENUE, 135 FEET WEST NORTHWEST OF THE POINT OF
 BG3443'INTERSECTION OF STATE ROAD 85 AND US 98 IN DOWNTOWN FORT WALTON BEACH,
 BG3443'11 FEET WEST OF THE SOUTHWEST CORNER OF THE KENTUCKY FRIED CHICKEN
 BG3443'RESTUARANT.
 BG3443
 BG3443                          STATION RECOVERY (1984)
 BG3443
 BG3443'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3443'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 BG3443'NEAR THE WEST JUNCTION OF STATE ROAD 85 WITH U.S. HIGHWAY 98, ACROSS
 BG3443'THE HIGHWAY FROM THE MARINA BAY RESORT.  THE MARK BEARS 135 FEET
 BG3443'WEST-NORTHWEST OF THE INTERSECTION OF THE HIGHWAYS, 11 FEET WEST OF
 BG3443'THE SOUTHWEST CORNER OF THE FLORIDA RENT-A-CAR COMPANY, AND IS SET IN
 BG3443'THE EAST CURB OF HARBESON AVENUE.  THE MARK IS 0.1 MILE WEST-SOUTHWEST
 BG3443'OF BENCH MARK 9554 C RESET 1979 CLB.
 BG3443'THE MARK IS 0.4 FT ABOVE PAVEMENT.
 BG3443
 BG3443                          STATION RECOVERY (1989)
 BG3443
 BG3443'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3443'RECOVERED IN GOOD CONDITION.
 BG3443
 BG3443                          STATION RECOVERY (1995)
 BG3443
 BG3443'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3443'RECOVERED IN GOOD CONDITION.
 BG3443
 BG3443                          STATION RECOVERY (2003)
 BG3443
 BG3443'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG3443'RECOVERED IN GOOD CONDITION.
 BG3443
 BG3443                          STATION RECOVERY (2005)
 BG3443
 BG3443'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3445 ***********************************************************************
 BG3445  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3445  DESIGNATION -  872 9554 C TIDAL
 BG3445  PID         -  BG3445
 BG3445  STATE/COUNTY-  FL/OKALOOSA
 BG3445  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3445
 BG3445                         *CURRENT SURVEY CONTROL
 BG3445  ___________________________________________________________________
 BG3445* NAD 83(1986)-  30 24 14.     (N)    086 36 30.     (W)     SCALED    
 BG3445* NAVD 88     -         4.330  (meters)      14.21   (feet)  ADJUSTED  
 BG3445  ___________________________________________________________________
 BG3445  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG3445  DYNAMIC HT  -           4.325 (meters)      14.19  (feet)  COMP
 BG3445  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG3445
 BG3445  VERT ORDER  -  SECOND    CLASS I
 BG3445
 BG3445.The horizontal coordinates were scaled from a topographic map and have
 BG3445.an estimated accuracy of +/- 6 seconds.
 BG3445
 BG3445.The orthometric height was determined by differential leveling
 BG3445.and adjusted by the National Geodetic Survey in June 1991..
 BG3445
 BG3445.This Tidal Bench Mark is designated as VM 10168
 BG3445.by the Center for Operational Oceanographic Products and Services.
 BG3445
 BG3445.The geoid height was determined by GEOID03.
 BG3445
 BG3445.The dynamic height is computed by dividing the NAVD 88
 BG3445.geopotential number by the normal gravity value computed on the
 BG3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3445.degrees latitude (g = 980.6199 gals.).
 BG3445
 BG3445.The modeled gravity was interpolated from observed gravity values.
 BG3445
 BG3445;                    North         East    Units  Estimated Accuracy
 BG3445;SPC FL N     -   157,490.      397,420.      MT  (+/- 180 meters Scaled)
 BG3445
 BG3445                          SUPERSEDED SURVEY CONTROL
 BG3445
 BG3445.No superseded survey control is available for this station.
 BG3445
 BG3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU376636(NAD 83)
 BG3445_MARKER: DB = BENCH MARK DISK
 BG3445_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3445_STAMPING: 9554 C 1977
 BG3445_MARK LOGO: NOS   
 BG3445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3445+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 BG3445
 BG3445  HISTORY     - Date     Condition        Report By
 BG3445  HISTORY     - 1977     MONUMENTED       NOS
 BG3445  HISTORY     - 1979     GOOD             FLDNR
 BG3445  HISTORY     - 1984     GOOD             FLDNR
 BG3445  HISTORY     - 1989     GOOD             USPSQD
 BG3445  HISTORY     - 19950121 GOOD             USPSQD
 BG3445  HISTORY     - 20030408 GOOD             USPSQD
 BG3445  HISTORY     - 20030412 GOOD             USPSQD
 BG3445  HISTORY     - 20050226 GOOD             USPSQD
 BG3445
 BG3445                          STATION DESCRIPTION
 BG3445
 BG3445'DESCRIBED BY FL DEPT OF NAT RES 1979
 BG3445'FORT WALTON BEACH.
 BG3445'BEGIN AT THE INTERSECTION OF US 98 AND STATE ROAD 85. PROCEED EAST ON
 BG3445'US 98 FOR 100 FEET TO THE PARKING LOT. THE MARK IS AT THE CONCRETE
 BG3445'SLAB AT THE EASTERN ENTRANCE TO THE PARKING LOT, AND BEARS 21 FEET
 BG3445'NORTH OF THE NORTH CURBING OF US 98, 39.8 FEET EAST OF THE SOUTHEAST
 BG3445'CORNER OF THE STANDARD OIL STATION, 120 FEET SOUTH OF THE CENTERLINE
 BG3445'OF STATE ROAD 85 (EGLIN PARKWAY.)
 BG3445
 BG3445                          STATION RECOVERY (1984)
 BG3445
 BG3445'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3445'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 BG3445'NEAR THE WEST JUNCTION OF STATE ROAD 85 WITH U.S. HIGHWAY 98.  THE
 BG3445'MARK BEARS ABOUT 200 FEET EAST OF THE JUNCTION OF THE HIGHWAYS, 21
 BG3445'FEET NORTH OF THE NORTH CURB OF U.S. 98, 120 FEET SOUTH-SOUTHEAST OF
 BG3445'THE CENTERLINE OF STATE ROAD 85, 39.8 FEET EAST OF THE SOUTHEAST
 BG3445'CORNER OF A GAS STATION, AND IS SET IN A RAISED CONCRETE SLAB AT THE
 BG3445'ENTRANCE TO THE PARKING LOT FOR SMITHS DRESS SHOP.
 BG3445'THE MARK IS 1 FT ABOVE HIGHWAY.
 BG3445
 BG3445                          STATION RECOVERY (1989)
 BG3445
 BG3445'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3445'RECOVERED IN GOOD CONDITION.
 BG3445
 BG3445                          STATION RECOVERY (1995)
 BG3445
 BG3445'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3445'RECOVERED IN GOOD CONDITION.
 BG3445
 BG3445                          STATION RECOVERY (2003)
 BG3445
 BG3445'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG3445'CHANGE SMITHS DRESS SHOP TO HARRIS INSURANCE CO.
 BG3445'GAS STATION HAS BEEN REMOVED.CONCRETE PAD,DRIVEWAYS STILL THERE.
 BG3445'THE CURB CUT TO THE PARKING LOT HAS BEEN ELIMINATED AND BLOCKED UP AS
 BG3445'AN ENTRANCE TO PARKING LOT AND TURNED INTO PARKING SPACES.
 BG3445
 BG3445                          STATION RECOVERY (2003)
 BG3445
 BG3445'RECOVERY NOTE BY US POWER SQUADRON 2003 (JC)
 BG3445'RECOVERED IN GOOD CONDITION.
 BG3445
 BG3445                          STATION RECOVERY (2005)
 BG3445
 BG3445'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3444 ***********************************************************************
 BG3444  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3444  DESIGNATION -  872 9554 C TIDAL 1979
 BG3444  PID         -  BG3444
 BG3444  STATE/COUNTY-  FL/OKALOOSA
 BG3444  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3444
 BG3444                         *CURRENT SURVEY CONTROL
 BG3444  ___________________________________________________________________
 BG3444* NAD 83(1986)-  30 24 16.     (N)    086 36 31.     (W)     SCALED    
 BG3444* NAVD 88     -         3.981  (meters)      13.06   (feet)  ADJUSTED  
 BG3444  ___________________________________________________________________
 BG3444  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG3444  DYNAMIC HT  -           3.975 (meters)      13.04  (feet)  COMP
 BG3444  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG3444
 BG3444  VERT ORDER  -  SECOND    CLASS I
 BG3444
 BG3444.The horizontal coordinates were scaled from a topographic map and have
 BG3444.an estimated accuracy of +/- 6 seconds.
 BG3444
 BG3444.The orthometric height was determined by differential leveling
 BG3444.and adjusted by the National Geodetic Survey in June 1991..
 BG3444
 BG3444.This Tidal Bench Mark is designated as VM 10170
 BG3444.by the Center for Operational Oceanographic Products and Services.
 BG3444
 BG3444.The geoid height was determined by GEOID03.
 BG3444
 BG3444.The dynamic height is computed by dividing the NAVD 88
 BG3444.geopotential number by the normal gravity value computed on the
 BG3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3444.degrees latitude (g = 980.6199 gals.).
 BG3444
 BG3444.The modeled gravity was interpolated from observed gravity values.
 BG3444
 BG3444;                    North         East    Units  Estimated Accuracy
 BG3444;SPC FL N     -   157,550.      397,400.      MT  (+/- 180 meters Scaled)
 BG3444
 BG3444                          SUPERSEDED SURVEY CONTROL
 BG3444
 BG3444.No superseded survey control is available for this station.
 BG3444
 BG3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU375636(NAD 83)
 BG3444_MARKER: DJ = TIDAL STATION DISK
 BG3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3444_SP_SET: CONCRETE POST
 BG3444_STAMPING: 9554 C RESET 1979 CLB
 BG3444_MARK LOGO: FLDNR 
 BG3444_PROJECTION: RECESSED 5 CENTIMETERS
 BG3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3444+STABILITY: SURFACE MOTION
 BG3444
 BG3444  HISTORY     - Date     Condition        Report By
 BG3444  HISTORY     - 1979     MONUMENTED       NOS
 BG3444  HISTORY     - 1984     GOOD             FLDNR
 BG3444  HISTORY     - 1984     GOOD             FLDNR
 BG3444  HISTORY     - 1989     GOOD             USPSQD
 BG3444  HISTORY     - 19950121 GOOD             USPSQD
 BG3444
 BG3444                          STATION DESCRIPTION
 BG3444
 BG3444'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3444'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 BG3444'NEAR THE WEST JUNCTION OF STATE ROAD 85 (EGLIN PARKWAY) WITH U.S.
 BG3444'HIGHWAY 98 IN FORT WALTON BEACH.  THE MARK BEARS 0.1 MILE
 BG3444'EAST-NORTHEAST OF THE INTERSECTION OF THE HIGHWAYS, 23.5 FEET
 BG3444'NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD 85 (EGLIN PARKWAY),
 BG3444'1.4 FEET NORTH-NORTHWEST OF THE NORTH CURB, 1.4 FEET SOUTH-SOUTHEAST
 BG3444'OF THE SOUTH EDGE OF THE SIDEWALK, 4 FEET EAST-NORTHEAST OF POWER POLE
 BG3444'33528 51661, AND 143.5 FEET NORTH-NORTHWEST OF BENCH MARK 9554 C 1977.
 BG3444'THE MARK IS SET IN FRONT OF THE RUSSELL-BAILEY DATSUN-VOLVO CAR
 BG3444'DEALERSHIP, 1 FOOT SOUTH-SOUTHEAST OF A WITNESS POST, AND 0.1 MILE
 BG3444'EAST-NORTHEAST OF BENCH MARK 9554 B 1977.
 BG3444'THE MARK IS 0.4 FT ABOVE NORTH EDGE OF HIGHWAY.
 BG3444
 BG3444                          STATION RECOVERY (1984)
 BG3444
 BG3444'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3444'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 BG3444'NEAR THE WEST JUNCTION OF STATE ROAD 85 (EGLIN PARKWAY) WITH U.S.
 BG3444'HIGHWAY 98 IN FORT WALTON BEACH.  THE MARK BEARS 0.1 MILE
 BG3444'EAST-NORTHEAST OF THE INTERSECTION OF THE HIGHWAYS, 23.5 FEET
 BG3444'NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD 85 (EGLIN PARKWAY),
 BG3444'1.4 FEET NORTH-NORTHWEST OF THE NORTH CURB, 1.4 FEET SOUTH-SOUTHEAST
 BG3444'OF THE SOUTH EDGE OF THE SIDEWALK, 4 FEET EAST-NORTHEAST OF POWER POLE
 BG3444'33528 51661, AND 143.5 FEET NORTH-NORTHWEST OF BENCH MARK 9554 C 1977.
 BG3444'THE MARK IS SET IN FRONT OF THE RUSSELL-BAILEY DATSUN-VOLVO CAR
 BG3444'DEALERSHIP, 1 FOOT SOUTH-SOUTHEAST OF A WITNESS POST, AND 0.1 MILE
 BG3444'EAST-NORTHEAST OF BENCH MARK 9554 B 1977.
 BG3444'THE MARK IS 0.4 FT ABOVE NORTH EDGE OF HIGHWAY.
 BG3444
 BG3444                          STATION RECOVERY (1989)
 BG3444
 BG3444'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3444'RECOVERED IN GOOD CONDITION.
 BG3444
 BG3444                          STATION RECOVERY (1995)
 BG3444
 BG3444'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3446 ***********************************************************************
 BG3446  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3446  DESIGNATION -  872 9554 D TIDAL
 BG3446  PID         -  BG3446
 BG3446  STATE/COUNTY-  FL/OKALOOSA
 BG3446  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3446
 BG3446                         *CURRENT SURVEY CONTROL
 BG3446  ___________________________________________________________________
 BG3446* NAD 83(1986)-  30 24 14.     (N)    086 36 24.     (W)     SCALED    
 BG3446* NAVD 88     -         4.321  (meters)      14.18   (feet)  ADJUSTED  
 BG3446  ___________________________________________________________________
 BG3446  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG3446  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 BG3446  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG3446
 BG3446  VERT ORDER  -  SECOND    CLASS I
 BG3446
 BG3446.The horizontal coordinates were scaled from a topographic map and have
 BG3446.an estimated accuracy of +/- 6 seconds.
 BG3446
 BG3446.The orthometric height was determined by differential leveling
 BG3446.and adjusted by the National Geodetic Survey in June 1991..
 BG3446.WARNING-Repeat measurements at this control monument indicate possible
 BG3446.vertical movement.
 BG3446
 BG3446.This Tidal Bench Mark is designated as VM 10169
 BG3446.by the Center for Operational Oceanographic Products and Services.
 BG3446
 BG3446.The geoid height was determined by GEOID03.
 BG3446
 BG3446.The dynamic height is computed by dividing the NAVD 88
 BG3446.geopotential number by the normal gravity value computed on the
 BG3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3446.degrees latitude (g = 980.6199 gals.).
 BG3446
 BG3446.The modeled gravity was interpolated from observed gravity values.
 BG3446
 BG3446;                    North         East    Units  Estimated Accuracy
 BG3446;SPC FL N     -   157,490.      397,580.      MT  (+/- 180 meters Scaled)
 BG3446
 BG3446                          SUPERSEDED SURVEY CONTROL
 BG3446
 BG3446.No superseded survey control is available for this station.
 BG3446
 BG3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU377636(NAD 83)
 BG3446_MARKER: DJ = TIDAL STATION DISK
 BG3446_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3446+WITH SETTING: PAVEMENT
 BG3446_SP_SET: CONCRETE BASE FOR A CANNON
 BG3446_STAMPING: 9554 D 1977
 BG3446_MARK LOGO: NOS   
 BG3446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3446+STABILITY: SURFACE MOTION
 BG3446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3446+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 BG3446
 BG3446  HISTORY     - Date     Condition        Report By
 BG3446  HISTORY     - 1977     MONUMENTED       NOS
 BG3446  HISTORY     - 1984     GOOD             FLDNR
 BG3446  HISTORY     - 1984     GOOD             FLDNR
 BG3446  HISTORY     - 1989     GOOD             USPSQD
 BG3446  HISTORY     - 19950121 GOOD             USPSQD
 BG3446  HISTORY     - 20030422 GOOD             USPSQD
 BG3446  HISTORY     - 20050117 GOOD             USPSQD
 BG3446  HISTORY     - 20060316 GOOD             USPSQD
 BG3446
 BG3446                          STATION DESCRIPTION
 BG3446
 BG3446'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3446'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS AT
 BG3446'THE INDIAN TEMPLE MOUND NATIONAL HISTORICAL MONUMENT, 0.1 MILE EAST OF
 BG3446'THE WEST JUNCTION OF STATE ROAD 85 WITH U.S. HIGHWAY 98, 23.3 FEET
 BG3446'NORTH OF THE NORTH CURB OF U.S. 98, 53.2 FEET WEST OF THE SIDEWALK
 BG3446'LEADING TO THE INDIAN MOUND, 21.1 FEET NORTHWEST OF THE HISTORIC
 BG3446'MONUMENT SIGN, AND 0.8 FOOT NORTH OF A CANNON.
 BG3446'THE MARK IS 1 FT ABOVE HIGHWAY.
 BG3446
 BG3446                          STATION RECOVERY (1984)
 BG3446
 BG3446'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3446'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS AT
 BG3446'THE INDIAN TEMPLE MOUND NATIONAL HISTORICAL MONUMENT, 0.1 MILE EAST OF
 BG3446'THE WEST JUNCTION OF STATE ROAD 85 WITH U.S. HIGHWAY 98, 23.3 FEET
 BG3446'NORTH OF THE NORTH CURB OF U.S. 98, 53.2 FEET WEST OF THE SIDEWALK
 BG3446'LEADING TO THE INDIAN MOUND, 21.1 FEET NORTHWEST OF THE HISTORIC
 BG3446'MONUMENT SIGN, AND 0.8 FOOT NORTH OF A CANNON.
 BG3446'THE MARK IS 1 FT ABOVE HIGHWAY.
 BG3446
 BG3446                          STATION RECOVERY (1989)
 BG3446
 BG3446'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3446'RECOVERED IN GOOD CONDITION.
 BG3446
 BG3446                          STATION RECOVERY (1995)
 BG3446
 BG3446'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3446'RECOVERED IN GOOD CONDITION.
 BG3446
 BG3446                          STATION RECOVERY (2003)
 BG3446
 BG3446'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG3446'RECOVERED IN GOOD CONDITION.
 BG3446
 BG3446                          STATION RECOVERY (2005)
 BG3446
 BG3446'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3446'RECOVERED AS DESCRIBED.
 BG3446
 BG3446                          STATION RECOVERY (2006)
 BG3446
 BG3446'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG3446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3441 ***********************************************************************
 BG3441  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3441  DESIGNATION -  872 9554 TIDAL 2
 BG3441  PID         -  BG3441
 BG3441  STATE/COUNTY-  FL/OKALOOSA
 BG3441  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG3441
 BG3441                         *CURRENT SURVEY CONTROL
 BG3441  ___________________________________________________________________
 BG3441* NAD 83(1986)-  30 24 11.     (N)    086 36 40.     (W)     SCALED    
 BG3441* NAVD 88     -         1.958  (meters)       6.42   (feet)  ADJUSTED  
 BG3441  ___________________________________________________________________
 BG3441  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG3441  DYNAMIC HT  -           1.956 (meters)       6.42  (feet)  COMP
 BG3441  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG3441
 BG3441  VERT ORDER  -  SECOND    CLASS I
 BG3441
 BG3441.The horizontal coordinates were scaled from a topographic map and have
 BG3441.an estimated accuracy of +/- 6 seconds.
 BG3441
 BG3441.The orthometric height was determined by differential leveling
 BG3441.and adjusted by the National Geodetic Survey in June 1991..
 BG3441.WARNING-Repeat measurements at this control monument indicate possible
 BG3441.vertical movement.
 BG3441
 BG3441.This Tidal Bench Mark is designated as VM 10165
 BG3441.by the Center for Operational Oceanographic Products and Services.
 BG3441
 BG3441.The geoid height was determined by GEOID03.
 BG3441
 BG3441.The dynamic height is computed by dividing the NAVD 88
 BG3441.geopotential number by the normal gravity value computed on the
 BG3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3441.degrees latitude (g = 980.6199 gals.).
 BG3441
 BG3441.The modeled gravity was interpolated from observed gravity values.
 BG3441
 BG3441;                    North         East    Units  Estimated Accuracy
 BG3441;SPC FL N     -   157,400.      397,160.      MT  (+/- 180 meters Scaled)
 BG3441
 BG3441                          SUPERSEDED SURVEY CONTROL
 BG3441
 BG3441.No superseded survey control is available for this station.
 BG3441
 BG3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU373635(NAD 83)
 BG3441_MARKER: DB = BENCH MARK DISK
 BG3441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3441_SP_SET: CONCRETE POST
 BG3441_STAMPING: NO 2 1935
 BG3441_MARK LOGO: CGS   
 BG3441_PROJECTION: PROJECTING 15 CENTIMETERS
 BG3441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3441+STABILITY: SURFACE MOTION
 BG3441
 BG3441  HISTORY     - Date     Condition        Report By
 BG3441  HISTORY     - 1935     MONUMENTED       CGS
 BG3441  HISTORY     - 1979     GOOD             FLDNR
 BG3441  HISTORY     - 1984     GOOD             FLDNR
 BG3441  HISTORY     - 19950115 MARK NOT FOUND   USPSQD
 BG3441  HISTORY     - 19950121 GOOD             USPSQD
 BG3441
 BG3441                          STATION DESCRIPTION
 BG3441
 BG3441'DESCRIBED BY FL DEPT OF NAT RES 1979
 BG3441'FORT WALTON BEACH.
 BG3441'AT FORT WALTON BEACH,AT THE SHERATON MARINA INN, THE MARK IS LOCATED
 BG3441'UNDER THE CHAIN LINK FENCE THAT SEPARATES SHERATON PROPERTY AND WOOFOR
 BG3441'PROPERTY, 4 FEET NORTH OF A GATE IN THE FENCE.
 BG3441
 BG3441                          STATION RECOVERY (1984)
 BG3441
 BG3441'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3441'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 BG3441'NEAR THE WEST JUNCTION OF STATE ROAD 85 WITH U.S. HIGHWAY 98, ON THE
 BG3441'BOUNDARY LINE BETWEEN THE WOFFORD PROPERTY (EAST SIDE) AND THE MARINA
 BG3441'BAY RESORT (WEST SIDE).  THE MARK BEARS 3 FEET WEST OF A WOODEN FENCE
 BG3441'WALL, 9 FEET NORTH OF THE CENTERLINE OF A WALKWAY, 6 FEET NORTH OF A
 BG3441'GATE IN THE CHAIN-LINK FENCE, 0.6 FOOT SOUTH OF THE FIRST FENCE POST
 BG3441'NORTH OF THE GATE, AND IS SET IN THE TOP OF A CONCRETE FILLED TERRA
 BG3441'COTTA PIPE, 2 INCHES BELOW GROUND LEVEL.  THE MARK IS UNDERNEATH THE
 BG3441'CHAIN-LINK FENCE.
 BG3441
 BG3441                          STATION RECOVERY (1995)
 BG3441
 BG3441'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3441'MARK NOT FOUND.
 BG3441
 BG3441                          STATION RECOVERY (1995)
 BG3441
 BG3441'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4621 ***********************************************************************
 BG4621  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4621  DESIGNATION -  872 9567 A TIDAL
 BG4621  PID         -  BG4621
 BG4621  STATE/COUNTY-  FL/OKALOOSA
 BG4621  USGS QUAD   -  MARY ESTHER (1994)
 BG4621
 BG4621                         *CURRENT SURVEY CONTROL
 BG4621  ___________________________________________________________________
 BG4621* NAD 83(1986)-  30 25 51.     (N)    086 38 00.     (W)     SCALED    
 BG4621* NAVD 88     -         6.690  (meters)      21.95   (feet)  ADJUSTED  
 BG4621  ___________________________________________________________________
 BG4621  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4621  DYNAMIC HT  -           6.681 (meters)      21.92  (feet)  COMP
 BG4621  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 BG4621
 BG4621  VERT ORDER  -  SECOND    CLASS I
 BG4621
 BG4621.The horizontal coordinates were scaled from a topographic map and have
 BG4621.an estimated accuracy of +/- 6 seconds.
 BG4621
 BG4621.The orthometric height was determined by differential leveling
 BG4621.and adjusted by the National Geodetic Survey in June 1991..
 BG4621
 BG4621.This Tidal Bench Mark is designated as VM 10171
 BG4621.by the Center for Operational Oceanographic Products and Services.
 BG4621
 BG4621.The geoid height was determined by GEOID03.
 BG4621
 BG4621.The dynamic height is computed by dividing the NAVD 88
 BG4621.geopotential number by the normal gravity value computed on the
 BG4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4621.degrees latitude (g = 980.6199 gals.).
 BG4621
 BG4621.The modeled gravity was interpolated from observed gravity values.
 BG4621
 BG4621;                    North         East    Units  Estimated Accuracy
 BG4621;SPC FL N     -   160,520.      395,080.      MT  (+/- 180 meters Scaled)
 BG4621
 BG4621                          SUPERSEDED SURVEY CONTROL
 BG4621
 BG4621.No superseded survey control is available for this station.
 BG4621
 BG4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU352665(NAD 83)
 BG4621_MARKER: DJ = TIDAL STATION DISK
 BG4621_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4621_SP_SET: GALVANIZED STEEL ROD
 BG4621_STAMPING: 9567 A 1977
 BG4621_MARK LOGO: NOS   
 BG4621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4621
 BG4621  HISTORY     - Date     Condition        Report By
 BG4621  HISTORY     - 1977     MONUMENTED       NOS
 BG4621  HISTORY     - 1985     GOOD             FLDNR
 BG4621
 BG4621                          STATION DESCRIPTION
 BG4621
 BG4621'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4621'3.9 MI NNW FROM FORT WALTON BEACH.
 BG4621'BEGIN AT THE JUNCTION OF STATE ROAD 189 (BEAL PARKWAY) WITH U.S.
 BG4621'HIGHWAY 98, GO 3.25 MILES NORTH ON BEAL PARKWAY TO THE INTERSECTION
 BG4621'OF PELHAM ROAD, GO 0.4 MILE EAST ON PELHAM ROAD TO THE JUNCTION OF
 BG4621'EAST SUNSET BOULEVARD, GO 0.25 MILE SOUTH ON EAST SUNSET TO A
 BG4621'90-DEGREE TURN AND THE MARK.  THE MARK BEARS 31 FEET SOUTH OF THE
 BG4621'CENTERLINE OF THE ROAD, AND 5.6 FEET EAST OF POWER POLE 32766-52660
 BG4621'WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4620 ***********************************************************************
 BG4620  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4620  DESIGNATION -  872 9567 B TIDAL
 BG4620  PID         -  BG4620
 BG4620  STATE/COUNTY-  FL/OKALOOSA
 BG4620  USGS QUAD   -  MARY ESTHER (1994)
 BG4620
 BG4620                         *CURRENT SURVEY CONTROL
 BG4620  ___________________________________________________________________
 BG4620* NAD 83(1986)-  30 25 54.     (N)    086 38 00.     (W)     SCALED    
 BG4620* NAVD 88     -         6.154  (meters)      20.19   (feet)  ADJUSTED  
 BG4620  ___________________________________________________________________
 BG4620  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4620  DYNAMIC HT  -           6.146 (meters)      20.16  (feet)  COMP
 BG4620  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 BG4620
 BG4620  VERT ORDER  -  SECOND    CLASS I
 BG4620
 BG4620.The horizontal coordinates were scaled from a topographic map and have
 BG4620.an estimated accuracy of +/- 6 seconds.
 BG4620
 BG4620.The orthometric height was determined by differential leveling
 BG4620.and adjusted by the National Geodetic Survey in June 1991..
 BG4620
 BG4620.This Tidal Bench Mark is designated as VM 10172
 BG4620.by the Center for Operational Oceanographic Products and Services.
 BG4620
 BG4620.The geoid height was determined by GEOID03.
 BG4620
 BG4620.The dynamic height is computed by dividing the NAVD 88
 BG4620.geopotential number by the normal gravity value computed on the
 BG4620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4620.degrees latitude (g = 980.6199 gals.).
 BG4620
 BG4620.The modeled gravity was interpolated from observed gravity values.
 BG4620
 BG4620;                    North         East    Units  Estimated Accuracy
 BG4620;SPC FL N     -   160,620.      395,080.      MT  (+/- 180 meters Scaled)
 BG4620
 BG4620                          SUPERSEDED SURVEY CONTROL
 BG4620
 BG4620.No superseded survey control is available for this station.
 BG4620
 BG4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU352666(NAD 83)
 BG4620_MARKER: DJ = TIDAL STATION DISK
 BG4620_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4620_SP_SET: GALVANIZED STEEL ROD
 BG4620_STAMPING: 9567 B 1977
 BG4620_MARK LOGO: NOS   
 BG4620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4620
 BG4620  HISTORY     - Date     Condition        Report By
 BG4620  HISTORY     - 1977     MONUMENTED       NOS
 BG4620  HISTORY     - 1985     GOOD             FLDNR
 BG4620
 BG4620                          STATION DESCRIPTION
 BG4620
 BG4620'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4620'3.85 MI NNW FROM FORT WALTON BEACH.
 BG4620'BEGIN AT THE JUNCTION OF STATE ROAD 189 (BEAL PARKWAY) WITH U.S.
 BG4620'HIGHWAY 98, GO 3.25 MILES NORTH ON BEAL PARKWAY TO THE INTERSECTION
 BG4620'OF PELHAM ROAD, GO 0.4 MILE EAST ON PELHAM ROAD TO THE JUNCTION OF
 BG4620'EAST SUNSET BOULEVARD, GO 0.2 MILE SOUTH ON EAST SUNSET TO THE MARK.
 BG4620'THE MARK BEARS 25.7 FEET WEST OF THE CENTERLINE OF THE ROAD, 35.2
 BG4620'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 2.2 FEET
 BG4620'NORTHEAST OF POWER POLE 32764-52862, AND 215 FEET NORTH OF BENCH MARK
 BG4620'9567 A 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4619 ***********************************************************************
 BG4619  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4619  DESIGNATION -  872 9567 C TIDAL
 BG4619  PID         -  BG4619
 BG4619  STATE/COUNTY-  FL/OKALOOSA
 BG4619  USGS QUAD   -  MARY ESTHER (1994)
 BG4619
 BG4619                         *CURRENT SURVEY CONTROL
 BG4619  ___________________________________________________________________
 BG4619* NAD 83(1986)-  30 25 58.     (N)    086 38 00.     (W)     SCALED    
 BG4619* NAVD 88     -         5.745  (meters)      18.85   (feet)  ADJUSTED  
 BG4619  ___________________________________________________________________
 BG4619  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4619  DYNAMIC HT  -           5.738 (meters)      18.83  (feet)  COMP
 BG4619  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BG4619
 BG4619  VERT ORDER  -  SECOND    CLASS I
 BG4619
 BG4619.The horizontal coordinates were scaled from a topographic map and have
 BG4619.an estimated accuracy of +/- 6 seconds.
 BG4619
 BG4619.The orthometric height was determined by differential leveling
 BG4619.and adjusted by the National Geodetic Survey in June 1991..
 BG4619
 BG4619.This Tidal Bench Mark is designated as VM 10173
 BG4619.by the Center for Operational Oceanographic Products and Services.
 BG4619
 BG4619.The geoid height was determined by GEOID03.
 BG4619
 BG4619.The dynamic height is computed by dividing the NAVD 88
 BG4619.geopotential number by the normal gravity value computed on the
 BG4619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4619.degrees latitude (g = 980.6199 gals.).
 BG4619
 BG4619.The modeled gravity was interpolated from observed gravity values.
 BG4619
 BG4619;                    North         East    Units  Estimated Accuracy
 BG4619;SPC FL N     -   160,740.      395,080.      MT  (+/- 180 meters Scaled)
 BG4619
 BG4619                          SUPERSEDED SURVEY CONTROL
 BG4619
 BG4619.No superseded survey control is available for this station.
 BG4619
 BG4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU352667(NAD 83)
 BG4619_MARKER: DJ = TIDAL STATION DISK
 BG4619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4619_SP_SET: CONCRETE POST
 BG4619_STAMPING: 9567 C 1977
 BG4619_MARK LOGO: NOS   
 BG4619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4619+STABILITY: SURFACE MOTION
 BG4619
 BG4619  HISTORY     - Date     Condition        Report By
 BG4619  HISTORY     - 1977     MONUMENTED       NOS
 BG4619  HISTORY     - 1985     GOOD             FLDNR
 BG4619
 BG4619                          STATION DESCRIPTION
 BG4619
 BG4619'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4619'3.8 MI NNW FROM FORT WALTON BEACH.
 BG4619'BEGIN AT THE JUNCTION OF STATE ROAD 189 (BEAL PARKWAY) WITH U.S.
 BG4619'HIGHWAY 98, GO 3.25 MILES NORTH ON BEAL PARKWAY TO THE INTERSECTION
 BG4619'OF PELHAM ROAD, GO 0.4 MILE EAST ON PELHAM ROAD TO THE JUNCTION OF
 BG4619'EAST SUNSET BOULEVARD, GO 0.15 MILE SOUTH ON EAST SUNSET TO THE MARK.
 BG4619'THE MARK BEARS 16 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 BG4619'WEST OF A POWER POLE, 37.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BG4619'CORNER OF A WHITE STUCCO HOUSE, AND 350 FEET NORTH-NORTHEAST OF BENCH
 BG4619'MARK 9567 B 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4618 ***********************************************************************
 BG4618  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4618  DESIGNATION -  872 9567 D TIDAL
 BG4618  PID         -  BG4618
 BG4618  STATE/COUNTY-  FL/OKALOOSA
 BG4618  USGS QUAD   -  MARY ESTHER (1994)
 BG4618
 BG4618                         *CURRENT SURVEY CONTROL
 BG4618  ___________________________________________________________________
 BG4618* NAD 83(1986)-  30 26 00.     (N)    086 38 00.     (W)     SCALED    
 BG4618* NAVD 88     -         6.106  (meters)      20.03   (feet)  ADJUSTED  
 BG4618  ___________________________________________________________________
 BG4618  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4618  DYNAMIC HT  -           6.098 (meters)      20.01  (feet)  COMP
 BG4618  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BG4618
 BG4618  VERT ORDER  -  SECOND    CLASS I
 BG4618
 BG4618.The horizontal coordinates were scaled from a topographic map and have
 BG4618.an estimated accuracy of +/- 6 seconds.
 BG4618
 BG4618.The orthometric height was determined by differential leveling
 BG4618.and adjusted by the National Geodetic Survey in June 1991..
 BG4618
 BG4618.This Tidal Bench Mark is designated as VM 10174
 BG4618.by the Center for Operational Oceanographic Products and Services.
 BG4618
 BG4618.The geoid height was determined by GEOID03.
 BG4618
 BG4618.The dynamic height is computed by dividing the NAVD 88
 BG4618.geopotential number by the normal gravity value computed on the
 BG4618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4618.degrees latitude (g = 980.6199 gals.).
 BG4618
 BG4618.The modeled gravity was interpolated from observed gravity values.
 BG4618
 BG4618;                    North         East    Units  Estimated Accuracy
 BG4618;SPC FL N     -   160,800.      395,080.      MT  (+/- 180 meters Scaled)
 BG4618
 BG4618                          SUPERSEDED SURVEY CONTROL
 BG4618
 BG4618.No superseded survey control is available for this station.
 BG4618
 BG4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU352668(NAD 83)
 BG4618_MARKER: DJ = TIDAL STATION DISK
 BG4618_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4618_SP_SET: GALVANIZED STEEL ROD
 BG4618_STAMPING: 9567 D 1977
 BG4618_MARK LOGO: NOS   
 BG4618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4618
 BG4618  HISTORY     - Date     Condition        Report By
 BG4618  HISTORY     - 1977     MONUMENTED       NOS
 BG4618  HISTORY     - 1985     GOOD             FLDNR
 BG4618
 BG4618                          STATION DESCRIPTION
 BG4618
 BG4618'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4618'3.75 MI NNW FROM FORT WALTON BEACH.
 BG4618'BEGIN AT THE JUNCTION OF STATE ROAD 189 (BEAL PARKWAY) WITH U.S.
 BG4618'HIGHWAY 98, GO 3.25 MILES NORTH ON BEAL PARKWAY TO THE INTERSECTION
 BG4618'OF PELHAM ROAD, GO 0.4 MILE EAST ON PELHAM ROAD TO THE JUNCTION OF
 BG4618'EAST SUNSET BOULEVARD, GO 0.1 MILE SOUTH ON EAST SUNSET TO THE MARK.
 BG4618'THE MARK BEARS 19.8 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 BG4618'EAST- SOUTHEAST OF POWER POLE 37266-52744, 53 FEET EAST-SOUTHEAST OF
 BG4618'THE SOUTHEAST CORNER OF A BRICK HOUSE, AND 250 FEET NORTH-NORTHWEST
 BG4618'OF BENCH MARK 9567 C 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4617 ***********************************************************************
 BG4617  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4617  DESIGNATION -  872 9567 F TIDAL
 BG4617  PID         -  BG4617
 BG4617  STATE/COUNTY-  FL/OKALOOSA
 BG4617  USGS QUAD   -  MARY ESTHER (1994)
 BG4617
 BG4617                         *CURRENT SURVEY CONTROL
 BG4617  ___________________________________________________________________
 BG4617* NAD 83(1986)-  30 26 06.     (N)    086 38 03.     (W)     SCALED    
 BG4617* NAVD 88     -         4.757  (meters)      15.61   (feet)  ADJUSTED  
 BG4617  ___________________________________________________________________
 BG4617  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4617  DYNAMIC HT  -           4.751 (meters)      15.59  (feet)  COMP
 BG4617  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BG4617
 BG4617  VERT ORDER  -  SECOND    CLASS I
 BG4617
 BG4617.The horizontal coordinates were scaled from a topographic map and have
 BG4617.an estimated accuracy of +/- 6 seconds.
 BG4617
 BG4617.The orthometric height was determined by differential leveling
 BG4617.and adjusted by the National Geodetic Survey in June 1991..
 BG4617
 BG4617.This Tidal Bench Mark is designated as VM 10176
 BG4617.by the Center for Operational Oceanographic Products and Services.
 BG4617
 BG4617.The geoid height was determined by GEOID03.
 BG4617
 BG4617.The dynamic height is computed by dividing the NAVD 88
 BG4617.geopotential number by the normal gravity value computed on the
 BG4617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4617.degrees latitude (g = 980.6199 gals.).
 BG4617
 BG4617.The modeled gravity was interpolated from observed gravity values.
 BG4617
 BG4617;                    North         East    Units  Estimated Accuracy
 BG4617;SPC FL N     -   160,990.      395,010.      MT  (+/- 180 meters Scaled)
 BG4617
 BG4617                          SUPERSEDED SURVEY CONTROL
 BG4617
 BG4617.No superseded survey control is available for this station.
 BG4617
 BG4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU351670(NAD 83)
 BG4617_MARKER: DJ = TIDAL STATION DISK
 BG4617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG4617_SP_SET: CULVERT HEADWALL
 BG4617_STAMPING: 9567 F 1985
 BG4617_MARK LOGO: NOS   
 BG4617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4617+STABILITY: SURFACE MOTION
 BG4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4617+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 BG4617
 BG4617  HISTORY     - Date     Condition        Report By
 BG4617  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4617  HISTORY     - 20030412 GOOD             USPSQD
 BG4617  HISTORY     - 20030512 GOOD             USPSQD
 BG4617
 BG4617                          STATION DESCRIPTION
 BG4617
 BG4617'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4617'3.55 MI NNW FROM FORT WALTON BEACH.
 BG4617'BEGIN AT THE JUNCTION OF STATE ROAD 189 (BEAL PARKWAY) WITH U.S.
 BG4617'HIGHWAY 98, GO 3.25 MILES NORTH ON BEAL PARKWAY TO THE INTERSECTION
 BG4617'OF PELHAM ROAD, GO 0.3 MILE EAST ON PELHAM ROAD TO THE MARK.  THE
 BG4617'MARK BEARS 20.8 FEET NORTH OF THE CENTERLINE OF PELHAM ROAD, 120 FEET
 BG4617'WEST OF THE CENTERLINE OF WEST SUNSET BOULEVARD, 130 FEET EAST OF THE
 BG4617'CENTERLINE OF A DRIVEWAY, AND 6 FEET WEST OF THE EAST END OF THE
 BG4617'CULVERT HEADWALL AND A WITNESS POST.
 BG4617'THE MARK IS 1 FT BELOW ROAD.
 BG4617
 BG4617                          STATION RECOVERY (2003)
 BG4617
 BG4617'RECOVERY NOTE BY US POWER SQUADRON 2003 (JC)
 BG4617'RECOVERED IN GOOD CONDITION.
 BG4617
 BG4617                          STATION RECOVERY (2003)
 BG4617
 BG4617'RECOVERY NOTE BY US POWER SQUADRON 2003 (JC)
 BG4617'RECOVERED AS DESCRIBED EXCEPT GPS READINGS ARE AS FOLLOW
 BG4617'N 30 26 05.7  W 086 38 03.7 AND 6 FEET WEST OFTHE EAST END OF THE
 BG4617'CULVERT SHOULD BE 4.5 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3586 ***********************************************************************
 BG3586  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3586  DESIGNATION -  872 9598 A TIDAL
 BG3586  PID         -  BG3586
 BG3586  STATE/COUNTY-  FL/OKALOOSA
 BG3586  USGS QUAD   -  MARY ESTHER (1994)
 BG3586
 BG3586                         *CURRENT SURVEY CONTROL
 BG3586  ___________________________________________________________________
 BG3586* NAD 83(1986)-  30 24 34.     (N)    086 42 01.     (W)     SCALED    
 BG3586* NAVD 88     -         1.921  (meters)       6.30   (feet)  ADJUSTED  
 BG3586  ___________________________________________________________________
 BG3586  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG3586  DYNAMIC HT  -           1.918 (meters)       6.29  (feet)  COMP
 BG3586  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 BG3586
 BG3586  VERT ORDER  -  SECOND    CLASS I
 BG3586
 BG3586.The horizontal coordinates were scaled from a topographic map and have
 BG3586.an estimated accuracy of +/- 6 seconds.
 BG3586
 BG3586.The orthometric height was determined by differential leveling
 BG3586.and adjusted by the National Geodetic Survey in June 1991..
 BG3586
 BG3586.This Tidal Bench Mark is designated as VM 10177
 BG3586.by the Center for Operational Oceanographic Products and Services.
 BG3586
 BG3586.The geoid height was determined by GEOID03.
 BG3586
 BG3586.The dynamic height is computed by dividing the NAVD 88
 BG3586.geopotential number by the normal gravity value computed on the
 BG3586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3586.degrees latitude (g = 980.6199 gals.).
 BG3586
 BG3586.The modeled gravity was interpolated from observed gravity values.
 BG3586
 BG3586;                    North         East    Units  Estimated Accuracy
 BG3586;SPC FL N     -   158,270.      388,600.      MT  (+/- 180 meters Scaled)
 BG3586
 BG3586                          SUPERSEDED SURVEY CONTROL
 BG3586
 BG3586.No superseded survey control is available for this station.
 BG3586
 BG3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU287641(NAD 83)
 BG3586_MARKER: DJ = TIDAL STATION DISK
 BG3586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3586_SP_SET: CULVERT HEADWALL
 BG3586_STAMPING: 9598 A 1977
 BG3586_MARK LOGO: NOS   
 BG3586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3586+STABILITY: SURFACE MOTION
 BG3586
 BG3586  HISTORY     - Date     Condition        Report By
 BG3586  HISTORY     - 1977     MONUMENTED       NOS
 BG3586  HISTORY     - 1984     GOOD             FLDNR
 BG3586  HISTORY     - 1990     GOOD             USPSQD
 BG3586  HISTORY     - 19960207 GOOD             USPSQD
 BG3586
 BG3586                          STATION DESCRIPTION
 BG3586
 BG3586'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3586'4.8 MI WEST FROM FT WALTON BEACH.
 BG3586'BEGIN AT THE CITY HALL IN FT. WALTON BEACH, GO 4.65 MILES WEST ON
 BG3586'U.S. HIGHWAY 98 TO THE JUNCTION OF A PAVED ROAD THAT PARALLELS THE
 BG3586'SOUTH SIDE OF THE HIGHWAY (ALSO 0.25 MILE EAST OF THE ENTRANCE TO
 BG3586'HURLBURT FIELD AIR FORCE BASE), GO 0.15 MILE WEST ON THE PAVED ROAD TO
 BG3586'THE JUNCTION OF KISSAM STREET, GO 0.1 MILE SOUTH ON KISSAM STREET TO A
 BG3586'LARGE PARKING LOT AND DRIVE TO THE HURLBURT FIELD AIR FORCE BASE
 BG3586'OFFICERS MESS HALL AND THE MARK.  THE MARK IS SET IN THE EAST END OF A
 BG3586'CULVERT HEADWALL FOR A DRAIN UNDER THE DRIVEWAY, 22.6 FEET SOUTH OF
 BG3586'THE CENTERLINE OF THE DRIVE, 128 FEET EAST OF THE SOUTHEAST CORNER OF
 BG3586'THE MESS HALL, 107.4 FEET SOUTH-SOUTHWEST OF A PEDESTRIAN BRIDGE OVER
 BG3586'A CREEK, AND 48.5 FEET WEST OF A STEEL LIGHT POLE.
 BG3586
 BG3586                          STATION RECOVERY (1990)
 BG3586
 BG3586'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG3586'RECOVERED IN GOOD CONDITION.
 BG3586
 BG3586                          STATION RECOVERY (1996)
 BG3586
 BG3586'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3585 ***********************************************************************
 BG3585  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3585  DESIGNATION -  872 9598 B TIDAL
 BG3585  PID         -  BG3585
 BG3585  STATE/COUNTY-  FL/OKALOOSA
 BG3585  USGS QUAD   -  MARY ESTHER (1994)
 BG3585
 BG3585                         *CURRENT SURVEY CONTROL
 BG3585  ___________________________________________________________________
 BG3585* NAD 83(1986)-  30 24 38.     (N)    086 42 00.     (W)     SCALED    
 BG3585* NAVD 88     -         3.663  (meters)      12.02   (feet)  ADJUSTED  
 BG3585  ___________________________________________________________________
 BG3585  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG3585  DYNAMIC HT  -           3.659 (meters)      12.00  (feet)  COMP
 BG3585  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 BG3585
 BG3585  VERT ORDER  -  SECOND    CLASS I
 BG3585
 BG3585.The horizontal coordinates were scaled from a topographic map and have
 BG3585.an estimated accuracy of +/- 6 seconds.
 BG3585
 BG3585.The orthometric height was determined by differential leveling
 BG3585.and adjusted by the National Geodetic Survey in June 1991..
 BG3585
 BG3585.This Tidal Bench Mark is designated as VM 10178
 BG3585.by the Center for Operational Oceanographic Products and Services.
 BG3585
 BG3585.The geoid height was determined by GEOID03.
 BG3585
 BG3585.The dynamic height is computed by dividing the NAVD 88
 BG3585.geopotential number by the normal gravity value computed on the
 BG3585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3585.degrees latitude (g = 980.6199 gals.).
 BG3585
 BG3585.The modeled gravity was interpolated from observed gravity values.
 BG3585
 BG3585;                    North         East    Units  Estimated Accuracy
 BG3585;SPC FL N     -   158,400.      388,630.      MT  (+/- 180 meters Scaled)
 BG3585
 BG3585                          SUPERSEDED SURVEY CONTROL
 BG3585
 BG3585.No superseded survey control is available for this station.
 BG3585
 BG3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU288643(NAD 83)
 BG3585_MARKER: DJ = TIDAL STATION DISK
 BG3585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3585_SP_SET: CULVERT HEADWALL
 BG3585_STAMPING: 9598 B 1977
 BG3585_MARK LOGO: NOS   
 BG3585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3585+STABILITY: SURFACE MOTION
 BG3585
 BG3585  HISTORY     - Date     Condition        Report By
 BG3585  HISTORY     - 1977     MONUMENTED       NOS
 BG3585  HISTORY     - 1984     GOOD             FLDNR
 BG3585  HISTORY     - 1990     GOOD             USPSQD
 BG3585  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 BG3585
 BG3585                          STATION DESCRIPTION
 BG3585
 BG3585'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3585'4.8 MI WEST FROM FT WALTON BEACH.
 BG3585'BEGIN AT THE CITY HALL IN FT. WALTON BEACH, GO 4.65 MILES WEST ON
 BG3585'U.S. HIGHWAY 98 TO THE JUNCTION OF A PAVED ROAD THAT PARALLELS THE
 BG3585'SOUTH SIDE OF THE HIGHWAY (ALSO 0.25 MILE EAST OF THE ENTRANCE TO
 BG3585'HURLBURT FIELD AIR FORCE BASE), GO 0.15 MILE WEST ON THE PAVED ROAD TO
 BG3585'THE JUNCTION OF KISSAM STREET AND THE MARK.  THE MARK IS SET IN THE
 BG3585'TOP OF THE NORTH END OF A CULVERT HEADWALL, 180 FEET SOUTH OF THE
 BG3585'SOUTH EDGE OF THE EASTBOUND LANE OF U.S. 98, 16.9 FEET EAST OF THE
 BG3585'CENTERLINE OF KISSAM STREET, AND 49.4 FEET EAST-NORTHEAST OF, AND
 BG3585'ACROSS THE STREET FROM, A POWER POLE WITH TELEPHONE BOX 60HH.
 BG3585
 BG3585                          STATION RECOVERY (1990)
 BG3585
 BG3585'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG3585'RECOVERED IN GOOD CONDITION.
 BG3585
 BG3585                          STATION RECOVERY (1996)
 BG3585
 BG3585'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3589 ***********************************************************************
 BG3589  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3589  DESIGNATION -  872 9613 A TIDAL
 BG3589  PID         -  BG3589
 BG3589  STATE/COUNTY-  FL/OKALOOSA
 BG3589  USGS QUAD   -  MARY ESTHER (1994)
 BG3589
 BG3589                         *CURRENT SURVEY CONTROL
 BG3589  ___________________________________________________________________
 BG3589* NAD 83(1986)-  30 24 34.     (N)    086 43 56.     (W)     SCALED    
 BG3589* NAVD 88     -         4.114  (meters)      13.50   (feet)  ADJUSTED  
 BG3589  ___________________________________________________________________
 BG3589  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG3589  DYNAMIC HT  -           4.109 (meters)      13.48  (feet)  COMP
 BG3589  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 BG3589
 BG3589  VERT ORDER  -  SECOND    CLASS I
 BG3589
 BG3589.The horizontal coordinates were scaled from a topographic map and have
 BG3589.an estimated accuracy of +/- 6 seconds.
 BG3589
 BG3589.The orthometric height was determined by differential leveling
 BG3589.and adjusted by the National Geodetic Survey in June 1991..
 BG3589
 BG3589.This Tidal Bench Mark is designated as VM 10183
 BG3589.by the Center for Operational Oceanographic Products and Services.
 BG3589
 BG3589.The geoid height was determined by GEOID03.
 BG3589
 BG3589.The dynamic height is computed by dividing the NAVD 88
 BG3589.geopotential number by the normal gravity value computed on the
 BG3589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3589.degrees latitude (g = 980.6199 gals.).
 BG3589
 BG3589.The modeled gravity was interpolated from observed gravity values.
 BG3589
 BG3589;                    North         East    Units  Estimated Accuracy
 BG3589;SPC FL N     -   158,330.      385,530.      MT  (+/- 180 meters Scaled)
 BG3589
 BG3589                          SUPERSEDED SURVEY CONTROL
 BG3589
 BG3589.No superseded survey control is available for this station.
 BG3589
 BG3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU257641(NAD 83)
 BG3589_MARKER: DJ = TIDAL STATION DISK
 BG3589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3589_SP_SET: COPPER-CLAD STEEL ROD
 BG3589_STAMPING: 9613 A 1977
 BG3589_MARK LOGO: NOS   
 BG3589_PROJECTION: FLUSH
 BG3589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3589_ROD/PIPE-DEPTH: 12.2 meters
 BG3589
 BG3589  HISTORY     - Date     Condition        Report By
 BG3589  HISTORY     - 1977     MONUMENTED       NOS
 BG3589  HISTORY     - 1984     GOOD             FLDNR
 BG3589  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG3589  HISTORY     - 19950223 GOOD             USPSQD
 BG3589  HISTORY     - 19960207 GOOD             USPSQD
 BG3589
 BG3589                          STATION DESCRIPTION
 BG3589
 BG3589'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3589'6.75 MI WEST FROM FT WALTON BEACH.
 BG3589'BEGIN AT THE CITY HALL IN FT. WALTON BEACH, GO 6.75 MILES WEST ON
 BG3589'U.S. HIGHWAY 98 TO A PRIVATE DRIVE LEADING SOUTH TO THE ED SEYMOURE
 BG3589'RESIDENCE, GO SOUTH ON THE DRIVE TO ITS END AND THE MARK.  THE MARK
 BG3589'BEARS 42.7 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE SEYMOURE
 BG3589'HOUSE, 42.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 61.3
 BG3589'FEET NORTH OF A CHAIN-LINK FENCE, AND 20 FEET SOUTH-SOUTHWEST OF A
 BG3589'LARGE CEDAR TREE.
 BG3589
 BG3589                          STATION RECOVERY (1989)
 BG3589
 BG3589'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3589'MARK NOT FOUND.
 BG3589
 BG3589                          STATION RECOVERY (1995)
 BG3589
 BG3589'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3589'RECOVERED IN GOOD CONDITION.
 BG3589
 BG3589                          STATION RECOVERY (1996)
 BG3589
 BG3589'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3588 ***********************************************************************
 BG3588  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3588  DESIGNATION -  872 9613 B TIDAL
 BG3588  PID         -  BG3588
 BG3588  STATE/COUNTY-  FL/OKALOOSA
 BG3588  USGS QUAD   -  MARY ESTHER (1994)
 BG3588
 BG3588                         *CURRENT SURVEY CONTROL
 BG3588  ___________________________________________________________________
 BG3588* NAD 83(1986)-  30 24 36.     (N)    086 43 57.     (W)     SCALED    
 BG3588* NAVD 88     -         5.025  (meters)      16.49   (feet)  ADJUSTED  
 BG3588  ___________________________________________________________________
 BG3588  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG3588  DYNAMIC HT  -           5.018 (meters)      16.46  (feet)  COMP
 BG3588  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 BG3588
 BG3588  VERT ORDER  -  SECOND    CLASS I
 BG3588
 BG3588.The horizontal coordinates were scaled from a topographic map and have
 BG3588.an estimated accuracy of +/- 6 seconds.
 BG3588
 BG3588.The orthometric height was determined by differential leveling
 BG3588.and adjusted by the National Geodetic Survey in June 1991..
 BG3588
 BG3588.This Tidal Bench Mark is designated as VM 10184
 BG3588.by the Center for Operational Oceanographic Products and Services.
 BG3588
 BG3588.The geoid height was determined by GEOID03.
 BG3588
 BG3588.The dynamic height is computed by dividing the NAVD 88
 BG3588.geopotential number by the normal gravity value computed on the
 BG3588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3588.degrees latitude (g = 980.6199 gals.).
 BG3588
 BG3588.The modeled gravity was interpolated from observed gravity values.
 BG3588
 BG3588;                    North         East    Units  Estimated Accuracy
 BG3588;SPC FL N     -   158,400.      385,510.      MT  (+/- 180 meters Scaled)
 BG3588
 BG3588                          SUPERSEDED SURVEY CONTROL
 BG3588
 BG3588.No superseded survey control is available for this station.
 BG3588
 BG3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU256642(NAD 83)
 BG3588_MARKER: DJ = TIDAL STATION DISK
 BG3588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3588_SP_SET: COPPER-CLAD STEEL ROD
 BG3588_STAMPING: 9613 B 1977
 BG3588_MARK LOGO: NOS   
 BG3588_PROJECTION: PROJECTING 5 CENTIMETERS
 BG3588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3588_ROD/PIPE-DEPTH: 12.2 meters
 BG3588
 BG3588  HISTORY     - Date     Condition        Report By
 BG3588  HISTORY     - 1977     MONUMENTED       NOS
 BG3588  HISTORY     - 1984     GOOD             FLDNR
 BG3588  HISTORY     - 1989     GOOD             USPSQD
 BG3588  HISTORY     - 19960207 GOOD             USPSQD
 BG3588
 BG3588                          STATION DESCRIPTION
 BG3588
 BG3588'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3588'6.75 MI WEST FROM FT WALTON BEACH.
 BG3588'BEGIN AT THE CITY HALL IN FT. WALTON BEACH, GO 6.75 MILES WEST ON
 BG3588'U.S. HIGHWAY 98 TO A PRIVATE DRIVE LEADING SOUTH TO THE ED SEYMOURE
 BG3588'RESIDENCE, GO SOUTH ON THE DRIVE TO THE FIRST HOUSE ON THE LEFT AND
 BG3588'THE MARK.  THE MARK BEARS 18.2 FEET WEST OF THE CENTERLINE OF THE
 BG3588'DRIVE, 54.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRST HOUSE,
 BG3588'ABOUT 360 FEET NORTH-NORTHWEST OF THE SEYMOURE HOUSE, AND IS UNDER AN
 BG3588'OVERHEAD POWER LINE.  THE MARK IS 1 FOOT EAST OF A WITNESS POST.
 BG3588
 BG3588                          STATION RECOVERY (1989)
 BG3588
 BG3588'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3588'RECOVERED IN GOOD CONDITION.
 BG3588
 BG3588                          STATION RECOVERY (1996)
 BG3588
 BG3588'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3590 ***********************************************************************
 BG3590  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3590  DESIGNATION -  872 9613 TIDAL 1
 BG3590  PID         -  BG3590
 BG3590  STATE/COUNTY-  FL/OKALOOSA
 BG3590  USGS QUAD   -  MARY ESTHER (1994)
 BG3590
 BG3590                         *CURRENT SURVEY CONTROL
 BG3590  ___________________________________________________________________
 BG3590* NAD 83(1986)-  30 24 31.     (N)    086 43 59.     (W)     SCALED    
 BG3590* NAVD 88     -         3.265  (meters)      10.71   (feet)  ADJUSTED  
 BG3590  ___________________________________________________________________
 BG3590  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG3590  DYNAMIC HT  -           3.261 (meters)      10.70  (feet)  COMP
 BG3590  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 BG3590
 BG3590  VERT ORDER  -  SECOND    CLASS I
 BG3590
 BG3590.The horizontal coordinates were scaled from a topographic map and have
 BG3590.an estimated accuracy of +/- 6 seconds.
 BG3590
 BG3590.The orthometric height was determined by differential leveling
 BG3590.and adjusted by the National Geodetic Survey in June 1991..
 BG3590
 BG3590.This Tidal Bench Mark is designated as VM 10185
 BG3590.by the Center for Operational Oceanographic Products and Services.
 BG3590
 BG3590.The geoid height was determined by GEOID03.
 BG3590
 BG3590.The dynamic height is computed by dividing the NAVD 88
 BG3590.geopotential number by the normal gravity value computed on the
 BG3590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3590.degrees latitude (g = 980.6199 gals.).
 BG3590
 BG3590.The modeled gravity was interpolated from observed gravity values.
 BG3590
 BG3590;                    North         East    Units  Estimated Accuracy
 BG3590;SPC FL N     -   158,240.      385,450.      MT  (+/- 180 meters Scaled)
 BG3590
 BG3590                          SUPERSEDED SURVEY CONTROL
 BG3590
 BG3590.No superseded survey control is available for this station.
 BG3590
 BG3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU256640(NAD 83)
 BG3590_MARKER: DB = BENCH MARK DISK
 BG3590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3590_SP_SET: CONCRETE POST
 BG3590_STAMPING: NO 1 1935
 BG3590_MARK LOGO: CGS   
 BG3590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3590+STABILITY: SURFACE MOTION
 BG3590
 BG3590  HISTORY     - Date     Condition        Report By
 BG3590  HISTORY     - 1935     MONUMENTED       CGS
 BG3590  HISTORY     - 1984     GOOD             FLDNR
 BG3590  HISTORY     - 1989     GOOD             USPSQD
 BG3590  HISTORY     - 19950223 GOOD             USPSQD
 BG3590  HISTORY     - 19960207 GOOD             USPSQD
 BG3590
 BG3590                          STATION DESCRIPTION
 BG3590
 BG3590'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3590'6.75 MI WEST FROM FT WALTON BEACH.
 BG3590'BEGIN AT THE CITY HALL IN FT. WALTON BEACH, GO 6.75 MILES WEST ON
 BG3590'U.S. HIGHWAY 98 TO A PRIVATE DRIVE LEADING SOUTH TO THE ED SEYMOURE
 BG3590'RESIDENCE, GO SOUTH ON THE DRIVE TO ITS END AT THE SEYMOURE RESIDENCE.
 BG3590'THE MARK IS ON THE LALOR PROPERTY (SECOND HOUSE WEST OF THE SEYMOURE
 BG3590'RESIDENCE), 53.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE LALOR
 BG3590'HOUSE, 55 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 52 FEET
 BG3590'EAST OF A FENCE, AND 19.8 FEET WEST OF A WALKWAY, AND SET IN THE TOP
 BG3590'OF A 6-INCH TILE PIPE FILLED WITH CONCRETE PROJECTING 3.5 INCHES ABOVE
 BG3590'THE GROUND.
 BG3590
 BG3590                          STATION RECOVERY (1989)
 BG3590
 BG3590'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3590'RECOVERED IN GOOD CONDITION.
 BG3590
 BG3590                          STATION RECOVERY (1995)
 BG3590
 BG3590'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG3590'RECOVERED IN GOOD CONDITION.
 BG3590
 BG3590                          STATION RECOVERY (1996)
 BG3590
 BG3590'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3587 ***********************************************************************
 BG3587  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3587  DESIGNATION -  872 9613 TIDAL 3
 BG3587  PID         -  BG3587
 BG3587  STATE/COUNTY-  FL/OKALOOSA
 BG3587  USGS QUAD   -  MARY ESTHER (1994)
 BG3587
 BG3587                         *CURRENT SURVEY CONTROL
 BG3587  ___________________________________________________________________
 BG3587* NAD 83(1986)-  30 24 44.     (N)    086 43 57.     (W)     SCALED    
 BG3587* NAVD 88     -         7.188  (meters)      23.58   (feet)  ADJUSTED  
 BG3587  ___________________________________________________________________
 BG3587  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG3587  DYNAMIC HT  -           7.179 (meters)      23.55  (feet)  COMP
 BG3587  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 BG3587
 BG3587  VERT ORDER  -  SECOND    CLASS I
 BG3587
 BG3587.The horizontal coordinates were scaled from a topographic map and have
 BG3587.an estimated accuracy of +/- 6 seconds.
 BG3587
 BG3587.The orthometric height was determined by differential leveling
 BG3587.and adjusted by the National Geodetic Survey in June 1991..
 BG3587
 BG3587.This Tidal Bench Mark is designated as VM 10186
 BG3587.by the Center for Operational Oceanographic Products and Services.
 BG3587
 BG3587.The geoid height was determined by GEOID03.
 BG3587
 BG3587.The dynamic height is computed by dividing the NAVD 88
 BG3587.geopotential number by the normal gravity value computed on the
 BG3587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3587.degrees latitude (g = 980.6199 gals.).
 BG3587
 BG3587.The modeled gravity was interpolated from observed gravity values.
 BG3587
 BG3587;                    North         East    Units  Estimated Accuracy
 BG3587;SPC FL N     -   158,640.      385,510.      MT  (+/- 180 meters Scaled)
 BG3587
 BG3587                          SUPERSEDED SURVEY CONTROL
 BG3587
 BG3587.No superseded survey control is available for this station.
 BG3587
 BG3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU256644(NAD 83)
 BG3587_MARKER: DJ = TIDAL STATION DISK
 BG3587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3587_SP_SET: CONCRETE POST
 BG3587_STAMPING: NO 3 1935
 BG3587_MARK LOGO: CGS   
 BG3587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3587+STABILITY: SURFACE MOTION
 BG3587
 BG3587  HISTORY     - Date     Condition        Report By
 BG3587  HISTORY     - 1935     MONUMENTED       CGS
 BG3587  HISTORY     - 1984     GOOD             FLDNR
 BG3587  HISTORY     - 1989     GOOD             USPSQD
 BG3587  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 BG3587
 BG3587                          STATION DESCRIPTION
 BG3587
 BG3587'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3587'6.75 MI WEST FROM FT WALTON BEACH.
 BG3587'BEGIN AT THE CITY HALL IN FT. WALTON BEACH, GO 6.75 MILES WEST ON
 BG3587'U.S. HIGHWAY 98 TO A PRIVATE DRIVE LEADING SOUTH TO THE ED SEYMOURE
 BG3587'RESIDENCE AND THE MARK.  THE MARK BEARS 55 FEET SOUTH OF THE
 BG3587'CENTERLINE OF U.S. 98 EASTBOUND, 7.5 FEET WEST OF THE CENTERLINE OF
 BG3587'THE DRIVE, 7 FEET NORTHEAST OF THE WEST STONE GATE POST TO THE DRIVE,
 BG3587'AND 12 FEET EAST-NORTHEAST OF A GAS PIPELINE INSTALLATION, AND SET IN
 BG3587'THE TOP OF A 6-INCH TILE PIPE FILLED WITH CONCRETE FLUSH WITH THE
 BG3587'GROUND.
 BG3587
 BG3587                          STATION RECOVERY (1989)
 BG3587
 BG3587'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3587'RECOVERED IN GOOD CONDITION.
 BG3587
 BG3587                          STATION RECOVERY (1996)
 BG3587
 BG3587'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3685 ***********************************************************************
 BG3685  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3685  DESIGNATION -  872 9678 A TIDAL
 BG3685  PID         -  BG3685
 BG3685  STATE/COUNTY-  FL/SANTA ROSA
 BG3685  USGS QUAD   -  NAVARRE (1994)
 BG3685
 BG3685                         *CURRENT SURVEY CONTROL
 BG3685  ___________________________________________________________________
 BG3685* NAD 83(1986)-  30 23 12.     (N)    086 51 44.     (W)     SCALED    
 BG3685* NAVD 88     -         4.954  (meters)      16.25   (feet)  ADJUSTED  
 BG3685  ___________________________________________________________________
 BG3685  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG3685  DYNAMIC HT  -           4.947 (meters)      16.23  (feet)  COMP
 BG3685  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BG3685
 BG3685  VERT ORDER  -  FIRST     CLASS II
 BG3685
 BG3685.The horizontal coordinates were scaled from a topographic map and have
 BG3685.an estimated accuracy of +/- 6 seconds.
 BG3685
 BG3685.The orthometric height was determined by differential leveling
 BG3685.and adjusted by the National Geodetic Survey in June 1991..
 BG3685
 BG3685.This Tidal Bench Mark is designated as VM 10195
 BG3685.by the Center for Operational Oceanographic Products and Services.
 BG3685
 BG3685.This Tidal Bench Mark is designated as VM 10199
 BG3685.by the Center for Operational Oceanographic Products and Services.
 BG3685
 BG3685.The geoid height was determined by GEOID03.
 BG3685
 BG3685.The dynamic height is computed by dividing the NAVD 88
 BG3685.geopotential number by the normal gravity value computed on the
 BG3685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3685.degrees latitude (g = 980.6199 gals.).
 BG3685
 BG3685.The modeled gravity was interpolated from observed gravity values.
 BG3685
 BG3685;                    North         East    Units  Estimated Accuracy
 BG3685;SPC FL N     -   156,060.      372,990.      MT  (+/- 180 meters Scaled)
 BG3685
 BG3685                          SUPERSEDED SURVEY CONTROL
 BG3685
 BG3685  NGVD 29 (09/01/92)    5.070  (m)           16.63   (f) ADJUSTED    1 2
 BG3685
 BG3685.Superseded values are not recommended for survey control.
 BG3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3685.See file dsdata.txt to determine how the superseded data were derived.
 BG3685
 BG3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU132616(NAD 83)
 BG3685_MARKER: DD = SURVEY DISK
 BG3685_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3685_SP_SET: BRIDGE RAILING
 BG3685_STAMPING: 9678 A
 BG3685_MARK LOGO: FLDT  
 BG3685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3685+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 BG3685
 BG3685  HISTORY     - Date     Condition        Report By
 BG3685  HISTORY     - UNK      MONUMENTED       FLHD
 BG3685  HISTORY     - 1976     GOOD             NGS
 BG3685  HISTORY     - 1981     GOOD             NGS
 BG3685  HISTORY     - 1984     GOOD             FLDNR
 BG3685  HISTORY     - 1986     GOOD             FLDNR
 BG3685  HISTORY     - 1989     GOOD             USPSQD
 BG3685  HISTORY     - 19961109 GOOD             USPSQD
 BG3685  HISTORY     - 20040321 GOOD             USPSQD
 BG3685  HISTORY     - 20050226 GOOD             USPSQD
 BG3685
 BG3685                          STATION DESCRIPTION
 BG3685
 BG3685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BG3685'1.04 MI S FROM NAVARRE.
 BG3685'FROM THE TOLL GATE AT U.S. 98 AND SR 399, PROCEED SOUTH ALONG TOLL
 BG3685'BRIDGE/SR 399 ABOUT 1.04 MILES TO SOUTH END OF THE SMALLEST BRIDGE
 BG3685'OVER SANTA ROSA SOUND.  THE BENCH MARK IS SET FLUSH IN TOP OF THE
 BG3685'SOUTHEAST CORNER OF THE BRIDGE ABUTMENT, 7 1/2 FEET NORTH FROM THE
 BG3685'SOUTH END OF ABUTMENT, 3 FEET ABOVE BRIDGE PAVEMENT.
 BG3685
 BG3685                          STATION RECOVERY (1981)
 BG3685
 BG3685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BG3685'1.7 KILOMETERS (1.05 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3685'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3685'MARK ON THE LEFT, AT THE SOUTHEAST CORNER OF THE SOUTH BRIDGE OVER
 BG3685'SANTA ROSA SOUND, 5.49 METERS (18.0 FEET) EAST OF THE CENTER LINE OF
 BG3685'THE HIGHWAY, 0.2 METER (0.7 FOOT) SOUTH OF THE NORTH END OF THE
 BG3685'HEADWALL.
 BG3685'THE MARK IS 0.88 M ABOVE HIGHWAY.
 BG3685
 BG3685                          STATION RECOVERY (1984)
 BG3685
 BG3685'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3685'RECOVERED IN GOOD CONDITION EXCEPT THAT THE DISK IS NOW STAMPED 9678
 BG3685'A.
 BG3685
 BG3685                          STATION RECOVERY (1986)
 BG3685
 BG3685'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3685'RECOVERED IN GOOD CONDITION.
 BG3685
 BG3685                          STATION RECOVERY (1989)
 BG3685
 BG3685'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3685'RECOVERED IN GOOD CONDITION.
 BG3685
 BG3685                          STATION RECOVERY (1996)
 BG3685
 BG3685'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3685'RECOVERED IN GOOD CONDITION.
 BG3685
 BG3685                          STATION RECOVERY (2004)
 BG3685
 BG3685'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG3685'RECOVERED IN GOOD CONDITION.
 BG3685
 BG3685                          STATION RECOVERY (2005)
 BG3685
 BG3685'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3686 ***********************************************************************
 BG3686  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3686  DESIGNATION -  872 9678 B TIDAL
 BG3686  PID         -  BG3686
 BG3686  STATE/COUNTY-  FL/SANTA ROSA
 BG3686  USGS QUAD   -  NAVARRE (1994)
 BG3686
 BG3686                         *CURRENT SURVEY CONTROL
 BG3686  ___________________________________________________________________
 BG3686* NAD 83(1986)-  30 23 17.     (N)    086 51 46.     (W)     SCALED    
 BG3686* NAVD 88     -         4.939  (meters)      16.20   (feet)  ADJUSTED  
 BG3686  ___________________________________________________________________
 BG3686  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG3686  DYNAMIC HT  -           4.933 (meters)      16.18  (feet)  COMP
 BG3686  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BG3686
 BG3686  VERT ORDER  -  FIRST     CLASS II
 BG3686
 BG3686.The horizontal coordinates were scaled from a topographic map and have
 BG3686.an estimated accuracy of +/- 6 seconds.
 BG3686
 BG3686.The orthometric height was determined by differential leveling
 BG3686.and adjusted by the National Geodetic Survey in June 1991..
 BG3686
 BG3686.This Tidal Bench Mark is designated as VM 10196
 BG3686.by the Center for Operational Oceanographic Products and Services.
 BG3686
 BG3686.This Tidal Bench Mark is designated as VM 10200
 BG3686.by the Center for Operational Oceanographic Products and Services.
 BG3686
 BG3686.The geoid height was determined by GEOID03.
 BG3686
 BG3686.The dynamic height is computed by dividing the NAVD 88
 BG3686.geopotential number by the normal gravity value computed on the
 BG3686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3686.degrees latitude (g = 980.6199 gals.).
 BG3686
 BG3686.The modeled gravity was interpolated from observed gravity values.
 BG3686
 BG3686;                    North         East    Units  Estimated Accuracy
 BG3686;SPC FL N     -   156,220.      372,940.      MT  (+/- 180 meters Scaled)
 BG3686
 BG3686                          SUPERSEDED SURVEY CONTROL
 BG3686
 BG3686  NGVD 29 (09/01/92)    5.055  (m)           16.58   (f) ADJUSTED    1 2
 BG3686
 BG3686.Superseded values are not recommended for survey control.
 BG3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3686.See file dsdata.txt to determine how the superseded data were derived.
 BG3686
 BG3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU131617(NAD 83)
 BG3686_MARKER: DD = SURVEY DISK
 BG3686_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3686_SP_SET: BRIDGE RAILING
 BG3686_STAMPING: 9678 B
 BG3686_MARK LOGO: FLDT  
 BG3686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3686
 BG3686  HISTORY     - Date     Condition        Report By
 BG3686  HISTORY     - UNK      MONUMENTED       FLHD
 BG3686  HISTORY     - 1976     GOOD             NGS
 BG3686  HISTORY     - 1981     GOOD             NGS
 BG3686  HISTORY     - 1984     GOOD             FLDNR
 BG3686  HISTORY     - 1986     GOOD             FLDNR
 BG3686  HISTORY     - 1989     GOOD             USPSQD
 BG3686  HISTORY     - 19961109 GOOD             USPSQD
 BG3686  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 BG3686
 BG3686                          STATION DESCRIPTION
 BG3686
 BG3686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BG3686'0.9 MI S FROM NAVARRE.
 BG3686'FROM THE TOLL GATE AT U.S. 98 AND SR 399, PROCEED SOUTH ALONG TOLL
 BG3686'BRIDGE/SR 399 ABOUT 0.9 MILES TO NORTH END OF A SMALL BRIDGE OVER
 BG3686'SANTA ROSA SOUND.  THE BENCH MARK IS SET FLUSH IN TOP OF THE NORTHWEST
 BG3686'CORNER OF THE BRIDGE ABUTMENT, 7 1/2 FEET SOUTH FROM NORTH END OF THE
 BG3686'ABUTMENT, 3 FEET ABOVE BRIDGE PAVEMENT.
 BG3686
 BG3686                          STATION RECOVERY (1981)
 BG3686
 BG3686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BG3686'1.4 KILOMETERS (0.90 MILE) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3686'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3686'MARK ON THE RIGHT, AT THE NORTHWEST CORNER OF A BRIDGE OVER THE
 BG3686'SANTA ROSA SOUND (SOUTH BRIDGE), 5.49 METERS (18.0 FEET) WEST OF THE
 BG3686'CENTER LINE OF THE HIGHWAY, 0.13 METER (0.6 FOOT) NORTH OF THE SOUTH
 BG3686'END OF THE HEADWALL.
 BG3686'THE MARK IS 0.88 M ABOVE HIGHWAY.
 BG3686
 BG3686                          STATION RECOVERY (1984)
 BG3686
 BG3686'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3686'RECOVERED IN GOOD CONDITION EXCEPT THAT THE DISK IS NOW STAMPED 9678
 BG3686'B.
 BG3686
 BG3686                          STATION RECOVERY (1986)
 BG3686
 BG3686'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3686'RECOVERED IN GOOD CONDITION.
 BG3686
 BG3686                          STATION RECOVERY (1989)
 BG3686
 BG3686'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3686'RECOVERED IN GOOD CONDITION.
 BG3686
 BG3686                          STATION RECOVERY (1996)
 BG3686
 BG3686'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3686'RECOVERED IN GOOD CONDITION.
 BG3686
 BG3686                          STATION RECOVERY (2002)
 BG3686
 BG3686'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3687 ***********************************************************************
 BG3687  DESIGNATION -  872 9678 C TIDAL
 BG3687  PID         -  BG3687
 BG3687  STATE/COUNTY-  FL/SANTA ROSA
 BG3687  USGS QUAD   -  NAVARRE (1994)
 BG3687
 BG3687                         *CURRENT SURVEY CONTROL
 BG3687  ___________________________________________________________________
 BG3687* NAD 83(1986)-  30 23 34.     (N)    086 51 46.     (W)     SCALED    
 BG3687* NAVD 88     -         5.279  (meters)      17.32   (feet)  ADJUSTED  
 BG3687  ___________________________________________________________________
 BG3687  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG3687  DYNAMIC HT  -           5.272 (meters)      17.30  (feet)  COMP
 BG3687  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BG3687
 BG3687  VERT ORDER  -  FIRST     CLASS II
 BG3687
 BG3687.The horizontal coordinates were scaled from a topographic map and have
 BG3687.an estimated accuracy of +/- 6 seconds.
 BG3687
 BG3687.The orthometric height was determined by differential leveling
 BG3687.and adjusted by the National Geodetic Survey in June 1991..
 BG3687.WARNING-Repeat measurements at this control monument indicate possible
 BG3687.vertical movement.
 BG3687
 BG3687.The geoid height was determined by GEOID03.
 BG3687
 BG3687.The dynamic height is computed by dividing the NAVD 88
 BG3687.geopotential number by the normal gravity value computed on the
 BG3687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3687.degrees latitude (g = 980.6199 gals.).
 BG3687
 BG3687.The modeled gravity was interpolated from observed gravity values.
 BG3687
 BG3687;                    North         East    Units  Estimated Accuracy
 BG3687;SPC FL N     -   156,740.      372,950.      MT  (+/- 180 meters Scaled)
 BG3687
 BG3687                          SUPERSEDED SURVEY CONTROL
 BG3687
 BG3687  NGVD 29 (09/01/92)    5.409  (m)           17.75   (f) ADJUSTED    1 2
 BG3687
 BG3687.Superseded values are not recommended for survey control.
 BG3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3687.See file dsdata.txt to determine how the superseded data were derived.
 BG3687
 BG3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU131623(NAD 83)
 BG3687_MARKER: DB = BENCH MARK DISK
 BG3687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG3687_SP_SET: BRIDGE RAILING
 BG3687_STAMPING: 9678 C
 BG3687_MARK LOGO: FLDT  
 BG3687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3687+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 BG3687
 BG3687  HISTORY     - Date     Condition        Report By
 BG3687  HISTORY     - UNK      MONUMENTED       FLHD
 BG3687  HISTORY     - 1976     GOOD             NGS
 BG3687  HISTORY     - 1981     GOOD             NGS
 BG3687  HISTORY     - 1984     GOOD             FLDNR
 BG3687  HISTORY     - 1986     GOOD             FLDNR
 BG3687  HISTORY     - 1989     GOOD             USPSQD
 BG3687  HISTORY     - 20040321 GOOD             USPSQD
 BG3687  HISTORY     - 20050226 GOOD             USPSQD
 BG3687
 BG3687                          STATION DESCRIPTION
 BG3687
 BG3687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BG3687'0.9 MI S FROM NAVARRE.
 BG3687'FROM THE TOLL GATE AT U.S. 98 AND SR 399, PROCEED SOUTH ALONG TOLL
 BG3687'BRIDGE/SR 399 ABOUT 0.6 MILES TO SOUTH END OF A LONG BRIDGE OVER SANTA
 BG3687'ROSA SOUND.  THE BENCH MARK IS SET FLUSH IN TOP OF THE SOUTHEAST
 BG3687'CORNER OF THE BRIDGE ABUTMENT, 7 1/2 FEET NORTH FROM SOUTH END OF THE
 BG3687'ABUTMENT, 3 FEET ABOVE BRIDGE PAVEMENT.
 BG3687
 BG3687                          STATION RECOVERY (1981)
 BG3687
 BG3687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BG3687'0.96 KILOMETER (0.60 MILE) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3687'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3687'MARK ON THE LEFT, AT THE SOUTHEAST CORNER OF BRIDGE OVER SANTA ROSA
 BG3687'SOUND, 5.49 METERS (18 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 BG3687'3.11 METERS (10.2 FEET) NORTH-NORTHWEST OF A SIGN (SANTA ROSA SOUND),
 BG3687'0.23 METER (0.8 FOOT) SOUTH OF THE NORTH END OF THE HEADWALL.
 BG3687'THE MARK IS 0.85 M ABOVE HIGHWAY.
 BG3687
 BG3687                          STATION RECOVERY (1984)
 BG3687
 BG3687'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3687'RECOVERED IN GOOD CONDITION EXCEPT THE DISK IS NOW STAMPED 9678 C.
 BG3687
 BG3687                          STATION RECOVERY (1986)
 BG3687
 BG3687'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3687'RECOVERED IN GOOD CONDITION.
 BG3687
 BG3687                          STATION RECOVERY (1989)
 BG3687
 BG3687'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3687'RECOVERED IN GOOD CONDITION.
 BG3687
 BG3687                          STATION RECOVERY (2004)
 BG3687
 BG3687'RECOVERY NOTE BY US POWER SQUADRON 2004 (REG)
 BG3687'RECOVERED IN GOOD CONDITION.
 BG3687
 BG3687                          STATION RECOVERY (2005)
 BG3687
 BG3687'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3467 ***********************************************************************
 BG3467  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3467  DESIGNATION -  872 9678 H TIDAL
 BG3467  PID         -  BG3467
 BG3467  STATE/COUNTY-  FL/ESCAMBIA
 BG3467  USGS QUAD   -  NAVARRE (1994)
 BG3467
 BG3467                         *CURRENT SURVEY CONTROL
 BG3467  ___________________________________________________________________
 BG3467* NAD 83(1986)-  30 22 46.     (N)    086 51 52.     (W)     SCALED    
 BG3467* NAVD 88     -         3.824  (meters)      12.55   (feet)  ADJUSTED  
 BG3467  ___________________________________________________________________
 BG3467  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG3467  DYNAMIC HT  -           3.819 (meters)      12.53  (feet)  COMP
 BG3467  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BG3467
 BG3467  VERT ORDER  -  FIRST     CLASS II
 BG3467
 BG3467.The horizontal coordinates were scaled from a topographic map and have
 BG3467.an estimated accuracy of +/- 6 seconds.
 BG3467
 BG3467.The orthometric height was determined by differential leveling
 BG3467.and adjusted by the National Geodetic Survey in September 1996..
 BG3467
 BG3467.This Tidal Bench Mark is designated as VM 10190
 BG3467.by the Center for Operational Oceanographic Products and Services.
 BG3467
 BG3467.The geoid height was determined by GEOID03.
 BG3467
 BG3467.The dynamic height is computed by dividing the NAVD 88
 BG3467.geopotential number by the normal gravity value computed on the
 BG3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3467.degrees latitude (g = 980.6199 gals.).
 BG3467
 BG3467.The modeled gravity was interpolated from observed gravity values.
 BG3467
 BG3467;                    North         East    Units  Estimated Accuracy
 BG3467;SPC FL N     -   155,270.      372,760.      MT  (+/- 180 meters Scaled)
 BG3467
 BG3467                          SUPERSEDED SURVEY CONTROL
 BG3467
 BG3467  NAVD 88 (06/15/91)    3.827  (m)           12.56   (f) UNKNOWN     1 2
 BG3467
 BG3467.Superseded values are not recommended for survey control.
 BG3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3467.See file dsdata.txt to determine how the superseded data were derived.
 BG3467
 BG3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU130608(NAD 83)
 BG3467_MARKER: DJ = TIDAL STATION DISK
 BG3467_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3467_SP_SET: GALVANIZED STEEL ROD
 BG3467_STAMPING: 9678 H 1977
 BG3467_MARK LOGO: NOS   
 BG3467_PROJECTION: FLUSH
 BG3467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3467_ROD/PIPE-DEPTH: 17.1 meters
 BG3467
 BG3467  HISTORY     - Date     Condition        Report By
 BG3467  HISTORY     - 1977     MONUMENTED       NOS
 BG3467  HISTORY     - 1981     GOOD             NGS
 BG3467  HISTORY     - 1984     GOOD             FLDNR
 BG3467  HISTORY     - 1986     GOOD             FLDNR
 BG3467  HISTORY     - 1989     GOOD             USPSQD
 BG3467
 BG3467                          STATION DESCRIPTION
 BG3467
 BG3467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BG3467'2.6 KM (1.6 MI) SOUTH FROM NAVARRE.
 BG3467'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3467'THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, AT THE NAVARRE BEACH FISHING
 BG3467'PIER AND RESTAURANT ON THE LEFT, 11.56 METERS (37.9 FEET) NORTHWEST OF
 BG3467'THE SOUTHWEST CORNER OF THE RESTAURANT, 10.84 METERS (35.5 FEET)
 BG3467'SOUTHWEST OF THE NORTHWEST CORNER OF THE RESTAURANT, 0.62 METERS (2.0
 BG3467'FEET) SOUTH OF THE BOARDWALK LEADING TO THE WEST ENTRANCE TO THE
 BG3467'RESTAURANT.
 BG3467'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 BG3467'THE MARK IS ABOVE LEVEL WITH BOARDWALK.
 BG3467
 BG3467                          STATION RECOVERY (1984)
 BG3467
 BG3467'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3467'BEGIN AT THE JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN
 BG3467'NAVARRE, GO 1.5 MILES SOUTH ON STATE ROAD 399 TO THE NAVARRE BEACH
 BG3467'FISHING PIER AND THE MARK.  THE MARK BEARS 35.5 FEET NORTHWEST OF THE
 BG3467'SOUTHWEST CORNER OF THE PIER RESTAURANT, 37.9 FEET SOUTHWEST OF THE
 BG3467'NORTHWEST CORNER OF THE PIER RESTAURANT, 2 FEET SOUTH OF A WOOD
 BG3467'WALKWAY, AND 1 FOOT NORTH OF A WITNESS POST.
 BG3467
 BG3467                          STATION RECOVERY (1986)
 BG3467
 BG3467'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3467'RECOVERED IN GOOD CONDITION.
 BG3467
 BG3467                          STATION RECOVERY (1989)
 BG3467
 BG3467'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3465 ***********************************************************************
 BG3465  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3465  DESIGNATION -  872 9678 J TIDAL
 BG3465  PID         -  BG3465
 BG3465  STATE/COUNTY-  FL/ESCAMBIA
 BG3465  USGS QUAD   -  NAVARRE (1994)
 BG3465
 BG3465                         *CURRENT SURVEY CONTROL
 BG3465  ___________________________________________________________________
 BG3465* NAD 83(1986)-  30 22 47.     (N)    086 51 57.     (W)     SCALED    
 BG3465* NAVD 88     -         2.396  (meters)       7.86   (feet)  ADJUSTED  
 BG3465  ___________________________________________________________________
 BG3465  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG3465  DYNAMIC HT  -           2.393 (meters)       7.85  (feet)  COMP
 BG3465  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BG3465
 BG3465  VERT ORDER  -  FIRST     CLASS II
 BG3465
 BG3465.The horizontal coordinates were scaled from a topographic map and have
 BG3465.an estimated accuracy of +/- 6 seconds.
 BG3465
 BG3465.The orthometric height was determined by differential leveling
 BG3465.and adjusted by the National Geodetic Survey in June 1991..
 BG3465
 BG3465.This Tidal Bench Mark is designated as VM 10191
 BG3465.by the Center for Operational Oceanographic Products and Services.
 BG3465
 BG3465.The geoid height was determined by GEOID03.
 BG3465
 BG3465.The dynamic height is computed by dividing the NAVD 88
 BG3465.geopotential number by the normal gravity value computed on the
 BG3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3465.degrees latitude (g = 980.6199 gals.).
 BG3465
 BG3465.The modeled gravity was interpolated from observed gravity values.
 BG3465
 BG3465;                    North         East    Units  Estimated Accuracy
 BG3465;SPC FL N     -   155,300.      372,630.      MT  (+/- 180 meters Scaled)
 BG3465
 BG3465                          SUPERSEDED SURVEY CONTROL
 BG3465
 BG3465.No superseded survey control is available for this station.
 BG3465
 BG3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU128608(NAD 83)
 BG3465_MARKER: DJ = TIDAL STATION DISK
 BG3465_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3465_SP_SET: GALVANIZED STEEL ROD
 BG3465_STAMPING: 9678 J 1977
 BG3465_MARK LOGO: NOS   
 BG3465_PROJECTION: PROJECTING 10 CENTIMETERS
 BG3465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3465_ROD/PIPE-DEPTH: 17.1 meters
 BG3465
 BG3465  HISTORY     - Date     Condition        Report By
 BG3465  HISTORY     - 1977     MONUMENTED       NOS
 BG3465  HISTORY     - 1981     GOOD             NGS
 BG3465  HISTORY     - 1984     GOOD             FLDNR
 BG3465  HISTORY     - 1986     GOOD             FLDNR
 BG3465  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 BG3465
 BG3465                          STATION DESCRIPTION
 BG3465
 BG3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BG3465'2.6 KM (1.6 MI) SOUTH FROM NAVARRE.
 BG3465'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3465'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3465'MARK ON THE LEFT, AT THE NORTHWEST CORNER OF THE NAVARRE BEACH FISHING
 BG3465'PIER PARKING LOT, 59.74 METERS (196.0 FEET) NORTH OF THE CENTER OF THE
 BG3465'ENTRANCE DRIVE TO THE NAVARRE BEACH MOTEL, 33.0 METERS (108.5 FEET)
 BG3465'WEST OF THE CENTER OF THE ENTRANCE DRIVE TO THE FISHING PIER, 3.90
 BG3465'METERS (12.8 FEET) NORTH-NORTHWEST OF A CREOSOTED LAMP POLE AT
 BG3465'NORTHWEST CORNER OF THE PIER PARKING LOT.
 BG3465'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 BG3465'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 BG3465
 BG3465                          STATION RECOVERY (1984)
 BG3465
 BG3465'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3465'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BG3465'JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN NAVARRE, GO 1.5
 BG3465'MILES SOUTH ON STATE ROAD 399 TO THE NAVARRE BEACH FISHING PIER AND
 BG3465'THE MARK.  THE MARK IS NEAR THE NORTHWEST CORNER OF THE PIER PARKING
 BG3465'LOT, 196 FEET NORTH OF THE CENTERLINE OF THE DRIVE TO THE NAVARRE
 BG3465'BEACH MOTEL, 108.5 FEET WEST OF THE CENTERLINE OF THE ENTRANCE DRIVE
 BG3465'TO THE PARKING LOT, AND 1 FOOT SOUTH OF A WITNESS POST.
 BG3465
 BG3465                          STATION RECOVERY (1986)
 BG3465
 BG3465'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3465'RECOVERED IN GOOD CONDITION.
 BG3465
 BG3465                          STATION RECOVERY (2002)
 BG3465
 BG3465'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3464 ***********************************************************************
 BG3464  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3464  DESIGNATION -  872 9678 K TIDAL
 BG3464  PID         -  BG3464
 BG3464  STATE/COUNTY-  FL/ESCAMBIA
 BG3464  USGS QUAD   -  NAVARRE (1994)
 BG3464
 BG3464                         *CURRENT SURVEY CONTROL
 BG3464  ___________________________________________________________________
 BG3464* NAD 83(1986)-  30 22 52.     (N)    086 51 54.     (W)     SCALED    
 BG3464* NAVD 88     -         1.547  (meters)       5.08   (feet)  ADJUSTED  
 BG3464  ___________________________________________________________________
 BG3464  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG3464  DYNAMIC HT  -           1.545 (meters)       5.07  (feet)  COMP
 BG3464  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BG3464
 BG3464  VERT ORDER  -  FIRST     CLASS II
 BG3464
 BG3464.The horizontal coordinates were scaled from a topographic map and have
 BG3464.an estimated accuracy of +/- 6 seconds.
 BG3464
 BG3464.The orthometric height was determined by differential leveling
 BG3464.and adjusted by the National Geodetic Survey in June 1991..
 BG3464
 BG3464.This Tidal Bench Mark is designated as VM 10192
 BG3464.by the Center for Operational Oceanographic Products and Services.
 BG3464
 BG3464.This Tidal Bench Mark is designated as VM 10201
 BG3464.by the Center for Operational Oceanographic Products and Services.
 BG3464
 BG3464.The geoid height was determined by GEOID03.
 BG3464
 BG3464.The dynamic height is computed by dividing the NAVD 88
 BG3464.geopotential number by the normal gravity value computed on the
 BG3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3464.degrees latitude (g = 980.6199 gals.).
 BG3464
 BG3464.The modeled gravity was interpolated from observed gravity values.
 BG3464
 BG3464;                    North         East    Units  Estimated Accuracy
 BG3464;SPC FL N     -   155,450.      372,710.      MT  (+/- 180 meters Scaled)
 BG3464
 BG3464                          SUPERSEDED SURVEY CONTROL
 BG3464
 BG3464.No superseded survey control is available for this station.
 BG3464
 BG3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU129610(NAD 83)
 BG3464_MARKER: DJ = TIDAL STATION DISK
 BG3464_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3464_SP_SET: GALVANIZED STEEL ROD
 BG3464_STAMPING: 9678 K 1977
 BG3464_MARK LOGO: NOS   
 BG3464_PROJECTION: PROJECTING 10 CENTIMETERS
 BG3464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3464_ROD/PIPE-DEPTH: 17.1 meters
 BG3464
 BG3464  HISTORY     - Date     Condition        Report By
 BG3464  HISTORY     - 1977     MONUMENTED       NOS
 BG3464  HISTORY     - 1981     GOOD             NGS
 BG3464  HISTORY     - 1984     GOOD             FLDNR
 BG3464  HISTORY     - 1986     GOOD             FLDNR
 BG3464  HISTORY     - 1989     GOOD             USPSQD
 BG3464  HISTORY     - 20020507 GOOD             USPSQD
 BG3464
 BG3464                          STATION DESCRIPTION
 BG3464
 BG3464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BG3464'2.6 KM (1.6 MI) SOUTH FROM NAVARRE.
 BG3464'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3464'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3464'MARK ON THE LEFT, AT THE SOUTHEAST ANGLE OF THE ENTRANCE DRIVE TO THE
 BG3464'NAVARRE BEACH FISHING PIER, 10.40 METERS (34.1 FEET) SOUTH OF THE
 BG3464'CENTER LINE OF THE HIGHWAY, 8.54 METERS (28.0 FEET) EAST OF THE CENTER
 BG3464'OF THE PIER ENTRANCE DRIVE, 1.40 METERS (4.6 FEET) SOUTHEAST OF A
 BG3464'UTILITY POLE.
 BG3464'THE MARK IS 0.52 METERS  N FROM A WITNESS POST.
 BG3464'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3464
 BG3464                          STATION RECOVERY (1984)
 BG3464
 BG3464'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3464'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BG3464'JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN NAVARRE, GO 1.5
 BG3464'MILES SOUTH ON STATE ROAD 399 TO THE ENTRANCE TO THE NAVARRE BEACH
 BG3464'FISHING PIER AND THE MARK.  THE MARK BEARS 28 FEET EAST OF THE
 BG3464'CENTERLINE OF THE ENTRANCE DRIVE, 34.1 FEET SOUTH OF THE CENTERLINE OF
 BG3464'THE HIGHWAY, 4 FEET EAST OF A POWER LINE ANCHOR POLE, AND 1 FOOT NORTH
 BG3464'OF A WITNESS POST.
 BG3464
 BG3464                          STATION RECOVERY (1986)
 BG3464
 BG3464'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3464'RECOVERED IN GOOD CONDITION.
 BG3464
 BG3464                          STATION RECOVERY (1989)
 BG3464
 BG3464'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3464'RECOVERED IN GOOD CONDITION.
 BG3464
 BG3464                          STATION RECOVERY (2002)
 BG3464
 BG3464'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3463 ***********************************************************************
 BG3463  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3463  DESIGNATION -  872 9678 L TIDAL
 BG3463  PID         -  BG3463
 BG3463  STATE/COUNTY-  FL/ESCAMBIA
 BG3463  USGS QUAD   -  NAVARRE (1994)
 BG3463
 BG3463                         *CURRENT SURVEY CONTROL
 BG3463  ___________________________________________________________________
 BG3463* NAD 83(1986)-  30 22 54.     (N)    086 51 42.     (W)     SCALED    
 BG3463* NAVD 88     -         2.653  (meters)       8.70   (feet)  ADJUSTED  
 BG3463  ___________________________________________________________________
 BG3463  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG3463  DYNAMIC HT  -           2.650 (meters)       8.69  (feet)  COMP
 BG3463  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BG3463
 BG3463  VERT ORDER  -  FIRST     CLASS II
 BG3463
 BG3463.The horizontal coordinates were scaled from a topographic map and have
 BG3463.an estimated accuracy of +/- 6 seconds.
 BG3463
 BG3463.The orthometric height was determined by differential leveling
 BG3463.and adjusted by the National Geodetic Survey in June 1991..
 BG3463
 BG3463.This Tidal Bench Mark is designated as VM 10193
 BG3463.by the Center for Operational Oceanographic Products and Services.
 BG3463
 BG3463.The geoid height was determined by GEOID03.
 BG3463
 BG3463.The dynamic height is computed by dividing the NAVD 88
 BG3463.geopotential number by the normal gravity value computed on the
 BG3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3463.degrees latitude (g = 980.6199 gals.).
 BG3463
 BG3463.The modeled gravity was interpolated from observed gravity values.
 BG3463
 BG3463;                    North         East    Units  Estimated Accuracy
 BG3463;SPC FL N     -   155,510.      373,040.      MT  (+/- 180 meters Scaled)
 BG3463
 BG3463                          SUPERSEDED SURVEY CONTROL
 BG3463
 BG3463.No superseded survey control is available for this station.
 BG3463
 BG3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU132610(NAD 83)
 BG3463_MARKER: DJ = TIDAL STATION DISK
 BG3463_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3463_SP_SET: GALVANIZED STEEL ROD
 BG3463_STAMPING: 9678 L 1977
 BG3463_MARK LOGO: NOS   
 BG3463_PROJECTION: PROJECTING 10 CENTIMETERS
 BG3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3463_ROD/PIPE-DEPTH: 17.1 meters
 BG3463
 BG3463  HISTORY     - Date     Condition        Report By
 BG3463  HISTORY     - 1977     MONUMENTED       NOS
 BG3463  HISTORY     - 1981     GOOD             NGS
 BG3463  HISTORY     - 1984     GOOD             FLDNR
 BG3463  HISTORY     - 1986     GOOD             FLDNR
 BG3463  HISTORY     - 1989     GOOD             USPSQD
 BG3463  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 BG3463
 BG3463                          STATION DESCRIPTION
 BG3463
 BG3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BG3463'2.2 KM (1.4 MI) SOUTH FROM NAVARRE.
 BG3463'2.2 KILOMETERS (1.4 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3463'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3463'MARK ON THE LEFT, AT THE JUNCTION OF A PAVED ROAD LEADING TO THE
 BG3463'NAVARRE BEACH PAVILLION, 7.01 METERS (23.0 FEET) EAST OF THE CENTER OF
 BG3463'THE ROAD LEADING TO THE PAVILLION, 1.95 METERS (6.4 FEET) EAST-
 BG3463'NORTHEAST OF A STOP SIGN, 1.1 METERS (3.6 FEET) SOUTHEAST OF A UTILITY
 BG3463'POLE SUPPORTING TRAFFIC LIGHTS.
 BG3463'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 BG3463'THE MARK IS 0.15 M ABOVE ROAD.
 BG3463
 BG3463                          STATION RECOVERY (1984)
 BG3463
 BG3463'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3463'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BG3463'JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN NAVARRE, GO 1.35
 BG3463'MILES SOUTH ON STATE ROAD 399 TO THE MARK.  THE MARK BEARS 23 FEET
 BG3463'EAST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE NAVARRE BEACH
 BG3463'PAVILION, 30.3 FEET SOUTH OF THE EXTENDED CENTERLINE OF STATE ROAD
 BG3463'399, 3 FEET SOUTHEAST OF A CAUTION LIGHT POLE WITH A METER BOX, AND 1
 BG3463'FOOT WEST OF A WITNESS POST.
 BG3463
 BG3463                          STATION RECOVERY (1986)
 BG3463
 BG3463'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3463'RECOVERED IN GOOD CONDITION.
 BG3463
 BG3463                          STATION RECOVERY (1989)
 BG3463
 BG3463'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3463'RECOVERED IN GOOD CONDITION.
 BG3463
 BG3463                          STATION RECOVERY (2002)
 BG3463
 BG3463'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3683 ***********************************************************************
 BG3683  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3683  DESIGNATION -  872 9678 TIDAL 1
 BG3683  PID         -  BG3683
 BG3683  STATE/COUNTY-  FL/ESCAMBIA
 BG3683  USGS QUAD   -  NAVARRE (1994)
 BG3683
 BG3683                         *CURRENT SURVEY CONTROL
 BG3683  ___________________________________________________________________
 BG3683* NAD 83(1986)-  30 22 46.     (N)    086 51 58.     (W)     SCALED    
 BG3683* NAVD 88     -         3.732  (meters)      12.24   (feet)  ADJUSTED  
 BG3683  ___________________________________________________________________
 BG3683  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG3683  DYNAMIC HT  -           3.728 (meters)      12.23  (feet)  COMP
 BG3683  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BG3683
 BG3683  VERT ORDER  -  FIRST     CLASS II
 BG3683
 BG3683.The horizontal coordinates were scaled from a topographic map and have
 BG3683.an estimated accuracy of +/- 6 seconds.
 BG3683
 BG3683.The orthometric height was determined by differential leveling
 BG3683.and adjusted by the National Geodetic Survey in June 1991..
 BG3683.WARNING-Repeat measurements at this control monument indicate possible
 BG3683.vertical movement.
 BG3683
 BG3683.This Tidal Bench Mark is designated as VM 10188
 BG3683.by the Center for Operational Oceanographic Products and Services.
 BG3683
 BG3683.The geoid height was determined by GEOID03.
 BG3683
 BG3683.The dynamic height is computed by dividing the NAVD 88
 BG3683.geopotential number by the normal gravity value computed on the
 BG3683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3683.degrees latitude (g = 980.6199 gals.).
 BG3683
 BG3683.The modeled gravity was interpolated from observed gravity values.
 BG3683
 BG3683;                    North         East    Units  Estimated Accuracy
 BG3683;SPC FL N     -   155,270.      372,600.      MT  (+/- 180 meters Scaled)
 BG3683
 BG3683                          SUPERSEDED SURVEY CONTROL
 BG3683
 BG3683  NGVD 29 (09/01/92)    3.852  (m)           12.64   (f) ADJUSTED    1 2
 BG3683
 BG3683.Superseded values are not recommended for survey control.
 BG3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3683.See file dsdata.txt to determine how the superseded data were derived.
 BG3683
 BG3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU128608(NAD 83)
 BG3683_MARKER: DJ = TIDAL STATION DISK
 BG3683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3683_SP_SET: ROAD CURB RETAINING WALL
 BG3683_STAMPING: 1 1973
 BG3683_MARK LOGO: NOS   
 BG3683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3683
 BG3683  HISTORY     - Date     Condition        Report By
 BG3683  HISTORY     - 1973     MONUMENTED       NGS
 BG3683  HISTORY     - 1976     GOOD             NGS
 BG3683  HISTORY     - 1981     GOOD             NGS
 BG3683  HISTORY     - 1984     GOOD             FLDNR
 BG3683  HISTORY     - 1986     GOOD             FLDNR
 BG3683  HISTORY     - 1989     GOOD             USPSQD
 BG3683  HISTORY     - 20020507 MARK NOT FOUND   USPSQD
 BG3683
 BG3683                          STATION DESCRIPTION
 BG3683
 BG3683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BG3683'1.6 MI S FROM NAVARRE.
 BG3683'FROM TOLL GATE AT U.S. 98 AND SR 399, PROCEED SOUTH ALONG TOLL
 BG3683'BRIDGE/SR 399 ABOUT 1.6 MILES TO NAVARRE BEACH MOTEL, BENCH MARK IS
 BG3683'SET FLUSH IN TOP OF A 2 FOOT THICK CONCRETE RETAINING WALL, MARK IS ON
 BG3683'NORTH SIDE OF A ROAD BETWEEN FISHING PIER PARKING LOT AND MOTEL
 BG3683'PARKING LOT, 6 INCHES ABOVE ROAD, 40 FEET SOUTH OF NORTHEAST CORNER OF
 BG3683'MOTEL PARKING LOT AND NORTH END OF RETAINING WALL, 33 FEET NORTHEAST
 BG3683'OF NORTHEAST CORNER OF MOTEL, ABOUT 150 FEET WEST OF FISHING PIER
 BG3683'PARKING LOT.
 BG3683
 BG3683                          STATION RECOVERY (1981)
 BG3683
 BG3683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BG3683'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3683'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3683'MARK ON THE LEFT AND AT THE NAVARRE BEACH MOTEL, 11.31 METERS (37.1
 BG3683'FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE MOTEL, 11.55 METERS
 BG3683'(37.9 FEET) SOUTH-SOUTHEAST OF A UTILITY POLE AT THE NORTHEAST CORNER
 BG3683'OF THE MOTEL PARKING LOT, 3.66 METERS (12.0 FEET) NORTH OF THE CENTER
 BG3683'OF THE ENTRANCE DRIVE TO THE MOTEL, 0.24 METER (0.8 FOOT) EAST OF THE
 BG3683'WEST END OF THE CONCRETE CURB OF THE ENTRANCE DRIVE.
 BG3683'THE MARK IS 0.11 M ABOVE PARKING LOT.
 BG3683
 BG3683                          STATION RECOVERY (1984)
 BG3683
 BG3683'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3683'RECOVERED IN GOOD CONDITION.
 BG3683
 BG3683                          STATION RECOVERY (1986)
 BG3683
 BG3683'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3683'RECOVERED IN GOOD CONDITION.
 BG3683
 BG3683                          STATION RECOVERY (1989)
 BG3683
 BG3683'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3683'RECOVERED IN GOOD CONDITION.
 BG3683
 BG3683                          STATION RECOVERY (2002)
 BG3683
 BG3683'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3684 ***********************************************************************
 BG3684  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3684  DESIGNATION -  872 9678 TIDAL 2
 BG3684  PID         -  BG3684
 BG3684  STATE/COUNTY-  FL/ESCAMBIA
 BG3684  USGS QUAD   -  NAVARRE (1994)
 BG3684
 BG3684                         *CURRENT SURVEY CONTROL
 BG3684  ___________________________________________________________________
 BG3684* NAD 83(1986)-  30 22 51.     (N)    086 51 59.     (W)     SCALED    
 BG3684* NAVD 88     -         1.968  (meters)       6.46   (feet)  ADJUSTED  
 BG3684  ___________________________________________________________________
 BG3684  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG3684  DYNAMIC HT  -           1.966 (meters)       6.45  (feet)  COMP
 BG3684  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BG3684
 BG3684  VERT ORDER  -  FIRST     CLASS II
 BG3684
 BG3684.The horizontal coordinates were scaled from a topographic map and have
 BG3684.an estimated accuracy of +/- 6 seconds.
 BG3684
 BG3684.The orthometric height was determined by differential leveling
 BG3684.and adjusted by the National Geodetic Survey in June 1991..
 BG3684
 BG3684.This Tidal Bench Mark is designated as VM 10189
 BG3684.by the Center for Operational Oceanographic Products and Services.
 BG3684
 BG3684.This Tidal Bench Mark is designated as VM 10198
 BG3684.by the Center for Operational Oceanographic Products and Services.
 BG3684
 BG3684.The geoid height was determined by GEOID03.
 BG3684
 BG3684.The dynamic height is computed by dividing the NAVD 88
 BG3684.geopotential number by the normal gravity value computed on the
 BG3684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3684.degrees latitude (g = 980.6199 gals.).
 BG3684
 BG3684.The modeled gravity was interpolated from observed gravity values.
 BG3684
 BG3684;                    North         East    Units  Estimated Accuracy
 BG3684;SPC FL N     -   155,420.      372,580.      MT  (+/- 180 meters Scaled)
 BG3684
 BG3684                          SUPERSEDED SURVEY CONTROL
 BG3684
 BG3684  NGVD 29 (09/01/92)    2.084  (m)            6.84   (f) ADJUSTED    1 2
 BG3684
 BG3684.Superseded values are not recommended for survey control.
 BG3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3684.See file dsdata.txt to determine how the superseded data were derived.
 BG3684
 BG3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU128609(NAD 83)
 BG3684_MARKER: DJ = TIDAL STATION DISK
 BG3684_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3684+WITH SETTING: PAVEMENT
 BG3684_SP_SET: STORM SEWER
 BG3684_STAMPING: 2 1973
 BG3684_MARK LOGO: NOS   
 BG3684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3684+STABILITY: SURFACE MOTION
 BG3684
 BG3684  HISTORY     - Date     Condition        Report By
 BG3684  HISTORY     - 1973     MONUMENTED       NGS
 BG3684  HISTORY     - 1976     GOOD             NGS
 BG3684  HISTORY     - 1981     GOOD             NGS
 BG3684  HISTORY     - 1984     GOOD             FLDNR
 BG3684  HISTORY     - 1986     GOOD             FLDNR
 BG3684  HISTORY     - 1989     GOOD             USPSQD
 BG3684
 BG3684                          STATION DESCRIPTION
 BG3684
 BG3684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BG3684'1.5 MI S FROM NAVARRE.
 BG3684'FROM TOLL GATE AT U.S. 98 AND SR 399, PROCEED SOUTH ALONG TOLL
 BG3684'BRIDGE/SR 399 ABOUT 1.5 MILES TO NAVARRE BEACH.  BENCH MARK IS SET
 BG3684'FLUSH IN TOP OF A 6 FOOT DIAMETER CONCRETE STORM SEWER COVER WITH A 2
 BG3684'FOOT DIAMETER IRON MAN HOLE COVER, LOCATED ON SOUTH SIDE OF SR 399,
 BG3684'ABOUT 45 FEET SOUTH OF CENTERLINE OF SR 399, ABOUT 215 FEET WEST OF
 BG3684'CENTERLINE OF ROAD TO NAVARRE BEACH FISHING PIER.
 BG3684
 BG3684                          STATION RECOVERY (1981)
 BG3684
 BG3684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BG3684'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3684'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3684'MARK ON THE LEFT, 14.34 METERS (47.0 FEET) SOUTH OF THE CENTER LINE OF
 BG3684'THE HIGHWAY, 4.52 METERS (14.8 FEET) WEST-NORTHWEST OF A UTILITY POLE,
 BG3684'0.14 METER (0.45 FOOT) SOUTH OF THE NORTH EDGE OF A 6-FOOT DIAMETER
 BG3684'CONCRETE SEWER COVER.
 BG3684'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3684
 BG3684                          STATION RECOVERY (1984)
 BG3684
 BG3684'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3684'RECOVERED IN GOOD CONDITION.
 BG3684
 BG3684                          STATION RECOVERY (1986)
 BG3684
 BG3684'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3684'RECOVERED IN GOOD CONDITION.
 BG3684
 BG3684                          STATION RECOVERY (1989)
 BG3684
 BG3684'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3611 ***********************************************************************
 BG3611  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3611  DESIGNATION -  872 9702 A TIDAL
 BG3611  PID         -  BG3611
 BG3611  STATE/COUNTY-  FL/SANTA ROSA
 BG3611  USGS QUAD   -  HOLLEY (1992)
 BG3611
 BG3611                         *CURRENT SURVEY CONTROL
 BG3611  ___________________________________________________________________
 BG3611* NAD 83(1986)-  30 27 15.     (N)    086 55 06.     (W)     SCALED    
 BG3611* NAVD 88     -         2.923  (meters)       9.59   (feet)  ADJUSTED  
 BG3611  ___________________________________________________________________
 BG3611  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG3611  DYNAMIC HT  -           2.920 (meters)       9.58  (feet)  COMP
 BG3611  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 BG3611
 BG3611  VERT ORDER  -  SECOND    CLASS I
 BG3611
 BG3611.The horizontal coordinates were scaled from a topographic map and have
 BG3611.an estimated accuracy of +/- 6 seconds.
 BG3611
 BG3611.The orthometric height was determined by differential leveling
 BG3611.and adjusted by the National Geodetic Survey in June 1991..
 BG3611
 BG3611.This Tidal Bench Mark is designated as VM 10206
 BG3611.by the Center for Operational Oceanographic Products and Services.
 BG3611
 BG3611.The geoid height was determined by GEOID03.
 BG3611
 BG3611.The dynamic height is computed by dividing the NAVD 88
 BG3611.geopotential number by the normal gravity value computed on the
 BG3611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3611.degrees latitude (g = 980.6199 gals.).
 BG3611
 BG3611.The modeled gravity was interpolated from observed gravity values.
 BG3611
 BG3611;                    North         East    Units  Estimated Accuracy
 BG3611;SPC FL N     -   163,660.      367,760.      MT  (+/- 180 meters Scaled)
 BG3611
 BG3611                          SUPERSEDED SURVEY CONTROL
 BG3611
 BG3611.No superseded survey control is available for this station.
 BG3611
 BG3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU078691(NAD 83)
 BG3611_MARKER: DJ = TIDAL STATION DISK
 BG3611_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3611_SP_SET: GALVANIZED STEEL ROD
 BG3611_STAMPING: 9702 A 1977
 BG3611_MARK LOGO: NOS   
 BG3611_PROJECTION: FLUSH
 BG3611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3611_ROD/PIPE-DEPTH: 12.2 meters
 BG3611
 BG3611  HISTORY     - Date     Condition        Report By
 BG3611  HISTORY     - 1977     MONUMENTED       NOS
 BG3611  HISTORY     - 1984     GOOD             FLDNR
 BG3611  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG3611  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 BG3611
 BG3611                          STATION DESCRIPTION
 BG3611
 BG3611'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3611'0.9 MI NW FROM HOLLEY.
 BG3611'BEGIN AT THE JUNCTION OF STATE ROAD 87 WITH U.S. HIGHWAY 98 IN
 BG3611'NAVARRE, GO 5.75 MILES NORTH ON STATE ROAD 87 TO THE JUNCTION OF A
 BG3611'PAVED ROAD LEADING WEST, GO 0.65 MILE WEST ON THE PAVED ROAD TO THE
 BG3611'JUNCTION OF A PAVED ROAD LEADING SOUTH, GO 0.1 MILE SOUTH ON THIS
 BG3611'PAVED ROAD TO A PRIVATE DRIVE, GO 0.15 MILE WEST AND NORTHWEST ON THE
 BG3611'PRIVATE DRIVE TO THE MILLER HOUSE AND THE MARK.  THE MARK BEARS 51
 BG3611'FEET EAST-NORTHEAST OF THE EAST CORNER OF THE HOUSE, 18.7 FEET SOUTH
 BG3611'OF THE CENTERLINE OF THE DRIVE, 27 FEET WEST-SOUTHWEST OF POWER POLE
 BG3611'2380253974, 15 FEET NORTH OF THE EAST CORNER OF THE GARAGE, AND IS IN
 BG3611'LINE WITH THE CENTER OF THE GARAGE BAY DOOR.  THE MARK IS 12 FEET
 BG3611'SOUTHEAST OF A WITNESS POST.
 BG3611
 BG3611                          STATION RECOVERY (1990)
 BG3611
 BG3611'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG3611'MARK NOT FOUND.
 BG3611
 BG3611                          STATION RECOVERY (1998)
 BG3611
 BG3611'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG3611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3612 ***********************************************************************
 BG3612  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3612  DESIGNATION -  872 9702 B TIDAL
 BG3612  PID         -  BG3612
 BG3612  STATE/COUNTY-  FL/SANTA ROSA
 BG3612  USGS QUAD   -  HOLLEY (1992)
 BG3612
 BG3612                         *CURRENT SURVEY CONTROL
 BG3612  ___________________________________________________________________
 BG3612* NAD 83(1986)-  30 27 16.     (N)    086 54 57.     (W)     SCALED    
 BG3612* NAVD 88     -         4.874  (meters)      15.99   (feet)  ADJUSTED  
 BG3612  ___________________________________________________________________
 BG3612  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG3612  DYNAMIC HT  -           4.868 (meters)      15.97  (feet)  COMP
 BG3612  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 BG3612
 BG3612  VERT ORDER  -  SECOND    CLASS I
 BG3612
 BG3612.The horizontal coordinates were scaled from a topographic map and have
 BG3612.an estimated accuracy of +/- 6 seconds.
 BG3612
 BG3612.The orthometric height was determined by differential leveling
 BG3612.and adjusted by the National Geodetic Survey in June 1991..
 BG3612
 BG3612.This Tidal Bench Mark is designated as VM 10207
 BG3612.by the Center for Operational Oceanographic Products and Services.
 BG3612
 BG3612.The geoid height was determined by GEOID03.
 BG3612
 BG3612.The dynamic height is computed by dividing the NAVD 88
 BG3612.geopotential number by the normal gravity value computed on the
 BG3612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3612.degrees latitude (g = 980.6199 gals.).
 BG3612
 BG3612.The modeled gravity was interpolated from observed gravity values.
 BG3612
 BG3612;                    North         East    Units  Estimated Accuracy
 BG3612;SPC FL N     -   163,680.      368,000.      MT  (+/- 180 meters Scaled)
 BG3612
 BG3612                          SUPERSEDED SURVEY CONTROL
 BG3612
 BG3612.No superseded survey control is available for this station.
 BG3612
 BG3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU080691(NAD 83)
 BG3612_MARKER: DJ = TIDAL STATION DISK
 BG3612_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3612_SP_SET: GALVANIZED STEEL ROD
 BG3612_STAMPING: 9702 B 1977
 BG3612_MARK LOGO: NOS   
 BG3612_PROJECTION: PROJECTING 5 CENTIMETERS
 BG3612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3612_ROD/PIPE-DEPTH: 12.2 meters
 BG3612
 BG3612  HISTORY     - Date     Condition        Report By
 BG3612  HISTORY     - 1977     MONUMENTED       NOS
 BG3612  HISTORY     - 1984     GOOD             FLDNR
 BG3612  HISTORY     - 1990     GOOD             USPSQD
 BG3612
 BG3612                          STATION DESCRIPTION
 BG3612
 BG3612'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3612'0.65 MI NW FROM HOLLEY.
 BG3612'BEGIN AT THE JUNCTION OF STATE ROAD 87 WITH U.S. HIGHWAY 98 IN
 BG3612'NAVARRE, GO 5.75 MILES NORTH ON STATE ROAD 87 TO THE JUNCTION OF A
 BG3612'PAVED ROAD LEADING WEST, GO 0.65 MILE WEST ON THE PAVED ROAD TO THE
 BG3612'JUNCTION OF A PAVED ROAD LEADING SOUTH AND THE MARK.  THE MARK BEARS
 BG3612'82 FEET SOUTH OF THE ROAD JUNCTION, 14 FEET EAST OF THE CENTERLINE OF
 BG3612'THE PAVED ROAD SOUTH, 2.6 FEET SOUTHWEST OF A POWER POLE, AND 0.2 FOOT
 BG3612'WEST OF A WITNESS POST.
 BG3612
 BG3612                          STATION RECOVERY (1990)
 BG3612
 BG3612'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG3612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3610 ***********************************************************************
 BG3610  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3610  DESIGNATION -  872 9702 C TIDAL
 BG3610  PID         -  BG3610
 BG3610  STATE/COUNTY-  FL/SANTA ROSA
 BG3610  USGS QUAD   -  HOLLEY (1992)
 BG3610
 BG3610                         *CURRENT SURVEY CONTROL
 BG3610  ___________________________________________________________________
 BG3610* NAD 83(1986)-  30 27 15.     (N)    086 55 06.     (W)     SCALED    
 BG3610* NAVD 88     -         1.753  (meters)       5.75   (feet)  ADJUSTED  
 BG3610  ___________________________________________________________________
 BG3610  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG3610  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 BG3610  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 BG3610
 BG3610  VERT ORDER  -  SECOND    CLASS I
 BG3610
 BG3610.The horizontal coordinates were scaled from a topographic map and have
 BG3610.an estimated accuracy of +/- 6 seconds.
 BG3610
 BG3610.The orthometric height was determined by differential leveling
 BG3610.and adjusted by the National Geodetic Survey in June 1991..
 BG3610
 BG3610.This Tidal Bench Mark is designated as VM 10208
 BG3610.by the Center for Operational Oceanographic Products and Services.
 BG3610
 BG3610.The geoid height was determined by GEOID03.
 BG3610
 BG3610.The dynamic height is computed by dividing the NAVD 88
 BG3610.geopotential number by the normal gravity value computed on the
 BG3610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3610.degrees latitude (g = 980.6199 gals.).
 BG3610
 BG3610.The modeled gravity was interpolated from observed gravity values.
 BG3610
 BG3610;                    North         East    Units  Estimated Accuracy
 BG3610;SPC FL N     -   163,660.      367,760.      MT  (+/- 180 meters Scaled)
 BG3610
 BG3610                          SUPERSEDED SURVEY CONTROL
 BG3610
 BG3610.No superseded survey control is available for this station.
 BG3610
 BG3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU078691(NAD 83)
 BG3610_MARKER: DJ = TIDAL STATION DISK
 BG3610_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3610_SP_SET: GALVANIZED STEEL ROD
 BG3610_STAMPING: 9702 C 1977
 BG3610_MARK LOGO: NOS   
 BG3610_PROJECTION: PROJECTING 8 CENTIMETERS
 BG3610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3610_ROD/PIPE-DEPTH: 12.2 meters
 BG3610
 BG3610  HISTORY     - Date     Condition        Report By
 BG3610  HISTORY     - 1977     MONUMENTED       NOS
 BG3610  HISTORY     - 1984     GOOD             FLDNR
 BG3610  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG3610  HISTORY     - 19980411 GOOD             USPSQD
 BG3610
 BG3610                          STATION DESCRIPTION
 BG3610
 BG3610'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3610'0.9 MI NW FROM HOLLEY.
 BG3610'BEGIN AT THE JUNCTION OF STATE ROAD 87 WITH U.S. HIGHWAY 98 IN
 BG3610'NAVARRE, GO 5.75 MILES NORTH ON STATE ROAD 87 TO THE JUNCTION OF A
 BG3610'PAVED ROAD LEADING WEST, GO 0.65 MILE WEST ON THE PAVED ROAD TO THE
 BG3610'JUNCTION OF A PAVED ROAD LEADING SOUTH, GO 0.1 MILE SOUTH ON THIS
 BG3610'PAVED ROAD TO A PRIVATE DRIVE, GO 0.15 MILE WEST AND NORTHWEST ON THE
 BG3610'DRIVE TO THE MILLER HOUSE AND THE MARK.  THE MARK BEARS 118 FEET
 BG3610'WEST-NORTHWEST OF THE WEST CORNER OF THE HOUSE, 30 FEET NORTHEAST OF
 BG3610'THE SHORELINE, 132 FEET SOUTHWEST OF THE OLD DRIVE (NOW ABANDONED),
 BG3610'AND 0.2 FOOT SOUTH OF A WITNESS POST.
 BG3610
 BG3610                          STATION RECOVERY (1990)
 BG3610
 BG3610'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG3610'MARK NOT FOUND.
 BG3610
 BG3610                          STATION RECOVERY (1998)
 BG3610
 BG3610'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG3610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1883 ***********************************************************************
 BG1883  DESIGNATION -  872 9702 TIDAL 1
 BG1883  PID         -  BG1883
 BG1883  STATE/COUNTY-  FL/SANTA ROSA
 BG1883  USGS QUAD   -  HOLLEY (1992)
 BG1883
 BG1883                         *CURRENT SURVEY CONTROL
 BG1883  ___________________________________________________________________
 BG1883* NAD 83(1986)-  30 27 06.     (N)    086 54 58.     (W)     SCALED    
 BG1883* NAVD 88     -         3.339  (meters)      10.95   (feet)  ADJUSTED  
 BG1883  ___________________________________________________________________
 BG1883  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG1883  DYNAMIC HT  -           3.335 (meters)      10.94  (feet)  COMP
 BG1883  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 BG1883
 BG1883  VERT ORDER  -  FIRST     CLASS I
 BG1883
 BG1883.The horizontal coordinates were scaled from a topographic map and have
 BG1883.an estimated accuracy of +/- 6 seconds.
 BG1883
 BG1883.The orthometric height was determined by differential leveling
 BG1883.and adjusted by the National Geodetic Survey in June 1991..
 BG1883
 BG1883.The geoid height was determined by GEOID03.
 BG1883
 BG1883.The dynamic height is computed by dividing the NAVD 88
 BG1883.geopotential number by the normal gravity value computed on the
 BG1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1883.degrees latitude (g = 980.6199 gals.).
 BG1883
 BG1883.The modeled gravity was interpolated from observed gravity values.
 BG1883
 BG1883;                    North         East    Units  Estimated Accuracy
 BG1883;SPC FL N     -   163,370.      367,970.      MT  (+/- 180 meters Scaled)
 BG1883
 BG1883                          SUPERSEDED SURVEY CONTROL
 BG1883
 BG1883.No superseded survey control is available for this station.
 BG1883
 BG1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU080688(NAD 83)
 BG1883_MARKER: DJ = TIDAL STATION DISK
 BG1883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1883_SP_SET: CONCRETE FILLED TILE
 BG1883_STAMPING: NO 1 1935
 BG1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1883
 BG1883  HISTORY     - Date     Condition        Report By
 BG1883  HISTORY     - 1935     MONUMENTED       CGS
 BG1883  HISTORY     - 1967     GOOD             NGS
 BG1883
 BG1883                          STATION DESCRIPTION
 BG1883
 BG1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG1883'1.4 MI NW FROM HOLLEY.
 BG1883'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 87 FROM THE SCHOOL
 BG1883'AT HOLLEY, THENCE 0.4 MILE NORTHWEST ALONG A BLACK TOPPED
 BG1883'ROAD, THENCE 0.15 MILE SOUTHWEST ALONG A SAND A CLAY ROAD,
 BG1883'THENCE 0.1 MILE NORTHWEST ALONG A PRIVATE ROAD, IN SECTION 1,
 BG1883'R 27 W, T 1 S, ON THE WALTER NELSON PROPERTY, 109 FEET NORTHEAST
 BG1883'OF AND ACROSS A DIM TRAIL FROM THE EAST CORNER OF A CONCRETE
 BG1883'BLOCK HOUSE, 128 FEET NORTH OF A POWER LINE POLE WITH A TRANSFORMER,
 BG1883'66 FEET NORTHWEST OF THE CENTER LINE OF TRAIL, 37 FEET NORTHEAST
 BG1883'OF THE CENTER LINE OF A TRAIL UNDER POWER LINE, 1 FOOT SOUTHEAST
 BG1883'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL, 2.6 FEET
 BG1883'SOUTHEAST OF A FENCE CORNER, 103 FEET EAST OF AND ACROSS A DIM
 BG1883'TRAIL FROM TIDAL BENCH MARK 2 DESCRIBED, SET IN THE TOP OF A
 BG1883'CONCRETE FILLED TILE WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1884 ***********************************************************************
 BG1884  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1884  DESIGNATION -  872 9702 TIDAL 2
 BG1884  PID         -  BG1884
 BG1884  STATE/COUNTY-  FL/SANTA ROSA
 BG1884  USGS QUAD   -  HOLLEY (1992)
 BG1884
 BG1884                         *CURRENT SURVEY CONTROL
 BG1884  ___________________________________________________________________
 BG1884* NAD 83(1986)-  30 27 06.     (N)    086 54 58.     (W)     SCALED    
 BG1884* NAVD 88     -         2.470  (meters)       8.10   (feet)  ADJUSTED  
 BG1884  ___________________________________________________________________
 BG1884  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG1884  DYNAMIC HT  -           2.467 (meters)       8.09  (feet)  COMP
 BG1884  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 BG1884
 BG1884  VERT ORDER  -  FIRST     CLASS I
 BG1884
 BG1884.The horizontal coordinates were scaled from a topographic map and have
 BG1884.an estimated accuracy of +/- 6 seconds.
 BG1884
 BG1884.The orthometric height was determined by differential leveling
 BG1884.and adjusted by the National Geodetic Survey in June 1991..
 BG1884.WARNING-Repeat measurements at this control monument indicate possible
 BG1884.vertical movement.
 BG1884
 BG1884.This Tidal Bench Mark is designated as VM 10204
 BG1884.by the Center for Operational Oceanographic Products and Services.
 BG1884
 BG1884.The geoid height was determined by GEOID03.
 BG1884
 BG1884.The dynamic height is computed by dividing the NAVD 88
 BG1884.geopotential number by the normal gravity value computed on the
 BG1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1884.degrees latitude (g = 980.6199 gals.).
 BG1884
 BG1884.The modeled gravity was interpolated from observed gravity values.
 BG1884
 BG1884;                    North         East    Units  Estimated Accuracy
 BG1884;SPC FL N     -   163,370.      367,970.      MT  (+/- 180 meters Scaled)
 BG1884
 BG1884                          SUPERSEDED SURVEY CONTROL
 BG1884
 BG1884  NGVD 29 (??/??/92)    2.395  (m)            7.86   (f) ADJ UNCH    1 1
 BG1884
 BG1884.Superseded values are not recommended for survey control.
 BG1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1884.See file dsdata.txt to determine how the superseded data were derived.
 BG1884
 BG1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU080688(NAD 83)
 BG1884_MARKER: DJ = TIDAL STATION DISK
 BG1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1884_STAMPING: NO 2 1935
 BG1884_MARK LOGO: CGS   
 BG1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1884+STABILITY: SURFACE MOTION
 BG1884
 BG1884  HISTORY     - Date     Condition        Report By
 BG1884  HISTORY     - 1935     MONUMENTED       CGS
 BG1884  HISTORY     - 1967     GOOD             NGS
 BG1884  HISTORY     - 1984     GOOD             FLDNR
 BG1884
 BG1884                          STATION DESCRIPTION
 BG1884
 BG1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG1884'1.4 MI NW FROM HOLLEY.
 BG1884'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 87 FROM THE SCHOOL
 BG1884'AT HOLLEY, THENCE 0.4 MILE NORTHWEST ALONG A BLACK TOPPED ROAD,
 BG1884'THENCE 0.15 MILE SOUTHWEST ALONG A SAND AND CLAY ROAD, THENCE
 BG1884'0.1 MILE NORTHWEST ALONG A PRIVATE ROAD, IN SECTION 1, R 27 W,
 BG1884'T 1 S, 99 FEET NORTHWEST OF THE NORTH CORNER OF A CONCRETE BLOCK
 BG1884'HOUSE, 55 FEET SOUTHWEST OF THE CENTER LINE OF A DIM TRAIL
 BG1884'UNDER A POWER LINE, 104 FEET NORTH OF A FENCE CORNER, 14 FEET
 BG1884'SOUTH OF THE SOUTH SIDE OF THE SOUTHEAST ONE OF TWO LARGE OAK
 BG1884'TREES, 103 FEET WEST OF AND ACROSS A DIM TRAIL FROM TIDAL BM 1
 BG1884'DESCRIBED, 2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 BG1884'LEVEL WITH THE DIM TRAIL AND SET IN THE TOP OF A 6 INCH TILE
 BG1884'FILLED WITH CONCRETE.
 BG1884
 BG1884                          STATION RECOVERY (1984)
 BG1884
 BG1884'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1884'RECOVERED IN GOOD CONDITION EXCEPT A NEW TO REACH STATEMENT FOLLOWS.
 BG1884'BEGIN AT THE JUNCTION OF STATE ROAD 87 WITH U.S. HIGHWAY 98 IN
 BG1884'NAVARRE, GO 5.75 MILES NORTH ON STATE ROAD 87 TO THE JUNCTION OF A
 BG1884'PAVED ROAD LEADING WEST IN THE COMMUNITY OF HOLLEY, GO 0.65 MILE
 BG1884'WESTERLY ON THE PAVED ROAD TO THE JUNCTION OF A PAVED ROAD LEADING
 BG1884'SOUTH, GO 0.1 MILE SOUTH ON THE PAVED ROAD TO A PRIVATE DRIVE, GO 0.15
 BG1884'MILE WEST AND NORTHWEST ON THIS DRIVE TO ITS END AND THE MARK, AND SET
 BG1884'IN THE TOP OF A 6-INCH TILE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4587 ***********************************************************************
 BG4587  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4587  DESIGNATION -  872 9738 A TIDAL
 BG4587  PID         -  BG4587
 BG4587  STATE/COUNTY-  FL/SANTA ROSA
 BG4587  USGS QUAD   -  HAROLD (1994)
 BG4587
 BG4587                         *CURRENT SURVEY CONTROL
 BG4587  ___________________________________________________________________
 BG4587* NAD 83(1986)-  30 39 01.     (N)    086 59 55.     (W)     SCALED    
 BG4587* NAVD 88     -         1.804  (meters)       5.92   (feet)  ADJUSTED  
 BG4587  ___________________________________________________________________
 BG4587  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4587  DYNAMIC HT  -           1.801 (meters)       5.91  (feet)  COMP
 BG4587  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 BG4587
 BG4587  VERT ORDER  -  SECOND    CLASS I
 BG4587
 BG4587.The horizontal coordinates were scaled from a topographic map and have
 BG4587.an estimated accuracy of +/- 6 seconds.
 BG4587
 BG4587.The orthometric height was determined by differential leveling
 BG4587.and adjusted by the National Geodetic Survey in June 1991..
 BG4587
 BG4587.This Tidal Bench Mark is designated as VM 16537
 BG4587.by the Center for Operational Oceanographic Products and Services.
 BG4587
 BG4587.The geoid height was determined by GEOID03.
 BG4587
 BG4587.The dynamic height is computed by dividing the NAVD 88
 BG4587.geopotential number by the normal gravity value computed on the
 BG4587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4587.degrees latitude (g = 980.6199 gals.).
 BG4587
 BG4587.The modeled gravity was interpolated from observed gravity values.
 BG4587
 BG4587;                    North         East    Units  Estimated Accuracy
 BG4587;SPC FL N     -   185,560.      360,530.      MT  (+/- 180 meters Scaled)
 BG4587
 BG4587                          SUPERSEDED SURVEY CONTROL
 BG4587
 BG4587.No superseded survey control is available for this station.
 BG4587
 BG4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU001908(NAD 83)
 BG4587_MARKER: DJ = TIDAL STATION DISK
 BG4587_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4587+WITH SETTING: PAVEMENT
 BG4587_SP_SET: CONCRETE DRIVE
 BG4587_STAMPING: 9738 A 1977
 BG4587_MARK LOGO: NOS   
 BG4587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4587+STABILITY: SURFACE MOTION
 BG4587
 BG4587  HISTORY     - Date     Condition        Report By
 BG4587  HISTORY     - 1977     MONUMENTED       NOS
 BG4587  HISTORY     - 1985     GOOD             FLDNR
 BG4587
 BG4587                          STATION DESCRIPTION
 BG4587
 BG4587'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4587'4.45 MI ENE FROM MILTON.
 BG4587'BEGIN AT THE EAST END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG4587'BLACKWATER RIVER, GO 2.5 MILES EAST ON U.S. 90 TO AIRPORT ROAD, GO
 BG4587'1.4 MILES NORTH ON AIRPORT ROAD TO THE JUNCTION OF RIVER ROAD, GO
 BG4587'0.55 MILE ON RIVER ROAD TO ITS END AT THE GAYLE RESIDENCE AND THE
 BG4587'MARK.  THE MARK BEARS 13.3 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BG4587'HOUSE, 35.4 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 2
 BG4587'FEET WEST OF THE WEST EDGE OF THE GARAGE, AND IS SET IN THE TOP OF
 BG4587'THE CONCRETE DRIVE TO THE GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4586 ***********************************************************************
 BG4586  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4586  DESIGNATION -  872 9738 C TIDAL
 BG4586  PID         -  BG4586
 BG4586  STATE/COUNTY-  FL/SANTA ROSA
 BG4586  USGS QUAD   -  HAROLD (1994)
 BG4586
 BG4586                         *CURRENT SURVEY CONTROL
 BG4586  ___________________________________________________________________
 BG4586* NAD 83(1986)-  30 38 59.     (N)    086 59 56.     (W)     SCALED    
 BG4586* NAVD 88     -         1.849  (meters)       6.07   (feet)  ADJUSTED  
 BG4586  ___________________________________________________________________
 BG4586  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4586  DYNAMIC HT  -           1.846 (meters)       6.06  (feet)  COMP
 BG4586  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 BG4586
 BG4586  VERT ORDER  -  SECOND    CLASS I
 BG4586
 BG4586.The horizontal coordinates were scaled from a topographic map and have
 BG4586.an estimated accuracy of +/- 6 seconds.
 BG4586
 BG4586.The orthometric height was determined by differential leveling
 BG4586.and adjusted by the National Geodetic Survey in June 1991..
 BG4586
 BG4586.This Tidal Bench Mark is designated as VM 10216
 BG4586.by the Center for Operational Oceanographic Products and Services.
 BG4586
 BG4586.The geoid height was determined by GEOID03.
 BG4586
 BG4586.The dynamic height is computed by dividing the NAVD 88
 BG4586.geopotential number by the normal gravity value computed on the
 BG4586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4586.degrees latitude (g = 980.6199 gals.).
 BG4586
 BG4586.The modeled gravity was interpolated from observed gravity values.
 BG4586
 BG4586;                    North         East    Units  Estimated Accuracy
 BG4586;SPC FL N     -   185,500.      360,500.      MT  (+/- 180 meters Scaled)
 BG4586
 BG4586                          SUPERSEDED SURVEY CONTROL
 BG4586
 BG4586.No superseded survey control is available for this station.
 BG4586
 BG4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU001907(NAD 83)
 BG4586_MARKER: DJ = TIDAL STATION DISK
 BG4586_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4586_SP_SET: GALVANIZED STEEL ROD
 BG4586_STAMPING: 9738 C 1977
 BG4586_MARK LOGO: NOS   
 BG4586_PROJECTION: PROJECTING 10 CENTIMETERS
 BG4586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4586_ROD/PIPE-DEPTH: 14.6 meters
 BG4586
 BG4586  HISTORY     - Date     Condition        Report By
 BG4586  HISTORY     - 1977     MONUMENTED       NOS
 BG4586  HISTORY     - 1985     GOOD             FLDNR
 BG4586
 BG4586                          STATION DESCRIPTION
 BG4586
 BG4586'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4586'4.35 MI ENE FROM MILTON.
 BG4586'BEGIN AT THE EAST END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG4586'BLACKWATER RIVER, GO 2.5 MILES EAST ON U.S. 90 TO AIRPORT ROAD, GO
 BG4586'1.4 MILES NORTH ON AIRPORT ROAD TO THE JUNCTION OF RIVER ROAD, GO
 BG4586'0.45 MILE ON RIVER ROAD TO THE MARK.  THE MARK BEARS 38 FEET
 BG4586'NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.9 FEET SOUTHEAST OF A
 BG4586'POWER POLE WITH A WITNESS SIGN ATTACHED, AND 125 FEET NORTH OF TIDAL
 BG4586'BENCH MARK 9738 D 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4585 ***********************************************************************
 BG4585  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4585  DESIGNATION -  872 9738 D TIDAL
 BG4585  PID         -  BG4585
 BG4585  STATE/COUNTY-  FL/SANTA ROSA
 BG4585  USGS QUAD   -  HAROLD (1994)
 BG4585
 BG4585                         *CURRENT SURVEY CONTROL
 BG4585  ___________________________________________________________________
 BG4585* NAD 83(1986)-  30 38 57.     (N)    086 59 57.     (W)     SCALED    
 BG4585* NAVD 88     -         1.035  (meters)       3.40   (feet)  ADJUSTED  
 BG4585  ___________________________________________________________________
 BG4585  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4585  DYNAMIC HT  -           1.034 (meters)       3.39  (feet)  COMP
 BG4585  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 BG4585
 BG4585  VERT ORDER  -  SECOND    CLASS I
 BG4585
 BG4585.The horizontal coordinates were scaled from a topographic map and have
 BG4585.an estimated accuracy of +/- 6 seconds.
 BG4585
 BG4585.The orthometric height was determined by differential leveling
 BG4585.and adjusted by the National Geodetic Survey in June 1991..
 BG4585
 BG4585.This Tidal Bench Mark is designated as VM 10217
 BG4585.by the Center for Operational Oceanographic Products and Services.
 BG4585
 BG4585.The geoid height was determined by GEOID03.
 BG4585
 BG4585.The dynamic height is computed by dividing the NAVD 88
 BG4585.geopotential number by the normal gravity value computed on the
 BG4585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4585.degrees latitude (g = 980.6199 gals.).
 BG4585
 BG4585.The modeled gravity was interpolated from observed gravity values.
 BG4585
 BG4585;                    North         East    Units  Estimated Accuracy
 BG4585;SPC FL N     -   185,440.      360,470.      MT  (+/- 180 meters Scaled)
 BG4585
 BG4585                          SUPERSEDED SURVEY CONTROL
 BG4585
 BG4585.No superseded survey control is available for this station.
 BG4585
 BG4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU000907(NAD 83)
 BG4585_MARKER: DJ = TIDAL STATION DISK
 BG4585_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4585_SP_SET: GALVANIZED STEEL ROD
 BG4585_STAMPING: 9738 D 1977
 BG4585_MARK LOGO: NOS   
 BG4585_PROJECTION: FLUSH
 BG4585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4585_ROD/PIPE-DEPTH: 13.4 meters
 BG4585
 BG4585  HISTORY     - Date     Condition        Report By
 BG4585  HISTORY     - 1977     MONUMENTED       NOS
 BG4585  HISTORY     - 1985     GOOD             FLDNR
 BG4585
 BG4585                          STATION DESCRIPTION
 BG4585
 BG4585'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4585'4.3 MI ENE FROM MILTON.
 BG4585'BEGIN AT THE EAST END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG4585'BLACKWATER RIVER, GO 2.5 MILES EAST ON U.S. 90 TO AIRPORT ROAD, GO
 BG4585'1.4 MILES NORTH ON AIRPORT ROAD TO THE JUNCTION OF RIVER ROAD, GO 0.4
 BG4585'MILE 0N RIVER ROAD TO THE MARK.  THE MARK BEARS 18 FEET
 BG4585'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 BG4585'SOUTH-SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED, AND 125
 BG4585'FEET SOUTH OF TIDAL BENCH MARK 9738 C 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4584 ***********************************************************************
 BG4584  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4584  DESIGNATION -  872 9738 F TIDAL
 BG4584  PID         -  BG4584
 BG4584  STATE/COUNTY-  FL/SANTA ROSA
 BG4584  USGS QUAD   -  HAROLD (1994)
 BG4584
 BG4584                         *CURRENT SURVEY CONTROL
 BG4584  ___________________________________________________________________
 BG4584* NAD 83(1986)-  30 38 59.     (N)    086 59 44.     (W)     SCALED    
 BG4584* NAVD 88     -         2.358  (meters)       7.74   (feet)  ADJUSTED  
 BG4584  ___________________________________________________________________
 BG4584  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4584  DYNAMIC HT  -           2.355 (meters)       7.73  (feet)  COMP
 BG4584  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 BG4584
 BG4584  VERT ORDER  -  SECOND    CLASS I
 BG4584
 BG4584.The horizontal coordinates were scaled from a topographic map and have
 BG4584.an estimated accuracy of +/- 6 seconds.
 BG4584
 BG4584.The orthometric height was determined by differential leveling
 BG4584.and adjusted by the National Geodetic Survey in June 1991..
 BG4584
 BG4584.This Tidal Bench Mark is designated as VM 16538
 BG4584.by the Center for Operational Oceanographic Products and Services.
 BG4584
 BG4584.The geoid height was determined by GEOID03.
 BG4584
 BG4584.The dynamic height is computed by dividing the NAVD 88
 BG4584.geopotential number by the normal gravity value computed on the
 BG4584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4584.degrees latitude (g = 980.6199 gals.).
 BG4584
 BG4584.The modeled gravity was interpolated from observed gravity values.
 BG4584
 BG4584;                    North         East    Units  Estimated Accuracy
 BG4584;SPC FL N     -   185,490.      360,820.      MT  (+/- 180 meters Scaled)
 BG4584
 BG4584                          SUPERSEDED SURVEY CONTROL
 BG4584
 BG4584.No superseded survey control is available for this station.
 BG4584
 BG4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU004907(NAD 83)
 BG4584_MARKER: DJ = TIDAL STATION DISK
 BG4584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4584_SP_SET: CONCRETE POST
 BG4584_STAMPING: 9738 F 1985
 BG4584_MARK LOGO: NOS   
 BG4584_PROJECTION: FLUSH
 BG4584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4584+STABILITY: SURFACE MOTION
 BG4584
 BG4584  HISTORY     - Date     Condition        Report By
 BG4584  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4584
 BG4584                          STATION DESCRIPTION
 BG4584
 BG4584'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4584'3.9 MI ENE FROM MILTON.
 BG4584'BEGIN AT THE EAST END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG4584'BLACKWATER RIVER, GO 2.5 MILES EAST ON U.S. 90 TO AIRPORT ROAD, GO
 BG4584'1.4 MILES NORTH ON AIRPORT ROAD TO THE JUNCTION OF RIVER ROAD AND THE
 BG4584'MARK.  THE MARK BEARS 15.5 FEET NORTHEAST OF THE CENTERLINE OF RIVER
 BG4584'ROAD, 40 FEET WEST OF THE CENTERLINE OF AIRPORT ROAD, 68.7 FEET
 BG4584'NORTH-NORTHWEST OF THE ROAD JUNCTION, 3.5 FEET NORTHWEST OF A POWER
 BG4584'POLE, AND 1.8 FEET SOUTHWEST OF A WITNESS POST.
 BG4584'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4583 ***********************************************************************
 BG4583  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4583  DESIGNATION -  872 9738 G TIDAL
 BG4583  PID         -  BG4583
 BG4583  STATE/COUNTY-  FL/SANTA ROSA
 BG4583  USGS QUAD   -  HAROLD (1994)
 BG4583
 BG4583                         *CURRENT SURVEY CONTROL
 BG4583  ___________________________________________________________________
 BG4583* NAD 83(1986)-  30 38 48.     (N)    086 59 44.     (W)     SCALED    
 BG4583* NAVD 88     -         4.320  (meters)      14.17   (feet)  ADJUSTED  
 BG4583  ___________________________________________________________________
 BG4583  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4583  DYNAMIC HT  -           4.315 (meters)      14.16  (feet)  COMP
 BG4583  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 BG4583
 BG4583  VERT ORDER  -  SECOND    CLASS I
 BG4583
 BG4583.The horizontal coordinates were scaled from a topographic map and have
 BG4583.an estimated accuracy of +/- 6 seconds.
 BG4583
 BG4583.The orthometric height was determined by differential leveling
 BG4583.and adjusted by the National Geodetic Survey in June 1991..
 BG4583
 BG4583.This Tidal Bench Mark is designated as VM 16539
 BG4583.by the Center for Operational Oceanographic Products and Services.
 BG4583
 BG4583.The geoid height was determined by GEOID03.
 BG4583
 BG4583.The dynamic height is computed by dividing the NAVD 88
 BG4583.geopotential number by the normal gravity value computed on the
 BG4583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4583.degrees latitude (g = 980.6199 gals.).
 BG4583
 BG4583.The modeled gravity was interpolated from observed gravity values.
 BG4583
 BG4583;                    North         East    Units  Estimated Accuracy
 BG4583;SPC FL N     -   185,150.      360,810.      MT  (+/- 180 meters Scaled)
 BG4583
 BG4583                          SUPERSEDED SURVEY CONTROL
 BG4583
 BG4583.No superseded survey control is available for this station.
 BG4583
 BG4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU004904(NAD 83)
 BG4583_MARKER: DJ = TIDAL STATION DISK
 BG4583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG4583_SP_SET: CULVERT HEADWALL
 BG4583_STAMPING: 9738 G 1985
 BG4583_MARK LOGO: NOS   
 BG4583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4583+STABILITY: SURFACE MOTION
 BG4583
 BG4583  HISTORY     - Date     Condition        Report By
 BG4583  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4583
 BG4583                          STATION DESCRIPTION
 BG4583
 BG4583'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4583'3.7 MI ENE FROM MILTON.
 BG4583'BEGIN AT THE EAST END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG4583'BLACKWATER RIVER, GO 2.5 MILES EAST ON U.S. 90 TO AIRPORT ROAD, GO
 BG4583'1.2 MILES NORTH ON AIRPORT ROAD TO THE MARK.  THE MARK BEARS 20 FEET
 BG4583'WEST OF THE CENTERLINE OF AIRPORT ROAD, 3.1 FEET SOUTH OF THE NORTH
 BG4583'END OF THE CULVERT HEADWALL, AND 28.7 FEET SOUTH-SOUTHEAST OF POWER
 BG4583'POLE 21528 60742.
 BG4583'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0250 ***********************************************************************
 BG0250  DESIGNATION -  872 9742 TIDAL 2
 BG0250  PID         -  BG0250
 BG0250  STATE/COUNTY-  FL/SANTA ROSA
 BG0250  USGS QUAD   -  MILTON SOUTH (1987)
 BG0250
 BG0250                         *CURRENT SURVEY CONTROL
 BG0250  ___________________________________________________________________
 BG0250* NAD 83(1986)-  30 34 19.     (N)    087 00 17.     (W)     SCALED    
 BG0250* NAVD 88     -         2.280  (meters)       7.48   (feet)  ADJUSTED  
 BG0250  ___________________________________________________________________
 BG0250  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG0250  DYNAMIC HT  -           2.278 (meters)       7.47  (feet)  COMP
 BG0250  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BG0250
 BG0250  VERT ORDER  -  FIRST     CLASS I
 BG0250
 BG0250.The horizontal coordinates were scaled from a topographic map and have
 BG0250.an estimated accuracy of +/- 6 seconds.
 BG0250
 BG0250.The orthometric height was determined by differential leveling
 BG0250.and adjusted by the National Geodetic Survey in June 1991..
 BG0250.WARNING-Repeat measurements at this control monument indicate possible
 BG0250.vertical movement.
 BG0250
 BG0250.The geoid height was determined by GEOID03.
 BG0250
 BG0250.The dynamic height is computed by dividing the NAVD 88
 BG0250.geopotential number by the normal gravity value computed on the
 BG0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0250.degrees latitude (g = 980.6199 gals.).
 BG0250
 BG0250.The modeled gravity was interpolated from observed gravity values.
 BG0250
 BG0250;                    North         East    Units  Estimated Accuracy
 BG0250;SPC FL N     -   176,890.      359,750.      MT  (+/- 180 meters Scaled)
 BG0250
 BG0250                          SUPERSEDED SURVEY CONTROL
 BG0250
 BG0250  NGVD 29 (??/??/??)    2.228  (m)            7.31   (f) ADJUSTED    1 1
 BG0250
 BG0250.Superseded values are not recommended for survey control.
 BG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0250.See file dsdata.txt to determine how the superseded data were derived.
 BG0250
 BG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU995821(NAD 83)
 BG0250_MARKER: DJ = TIDAL STATION DISK
 BG0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG0250_SP_SET: CONCRETE FILLED TILE
 BG0250_STAMPING: NO 2 1935
 BG0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0250
 BG0250  HISTORY     - Date     Condition        Report By
 BG0250  HISTORY     - 1935     MONUMENTED       CGS
 BG0250  HISTORY     - 1968     GOOD             NGS
 BG0250
 BG0250                          STATION DESCRIPTION
 BG0250
 BG0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0250'2.8 MI SE FROM BAGDAD.
 BG0250'0.8 MILE SOUTH ALONG STATE HIGHWAY 191 FROM THE SCHOOL HOUSE
 BG0250'AT BAGDAD, THENCE 1.2 MILES SOUTHEAST ALONG A SAND ROAD TO THE
 BG0250'PROPERTY OF GORDON WELLS AT BAY POINT, NEAR A LARGE TWO-STORY
 BG0250'FRAME HOUSE WHICH IS ABOUT 100 YARDS SOUTHEAST OF A GATE WITH
 BG0250'TW BRICK GATE POSTS, 63.5 FEET SOUTH SOUTHWEST OF THE SOUTHWEST
 BG0250'CORNER OF THE PORCH ON THE FRAME HOUSE, 37.8 FEET SOUTHWEST
 BG0250'OF THE SOUTHWEST EDGE OF THE SIDEWALK, 18.0 FEET EAST NORTHEAST
 BG0250'OF THE SOUTHEAST CORNER OF A SMALL WOODEN BUILDING, 166.0 FEET
 BG0250'WEST OF TIDAL NO 3 AND 158.5 FEET SOUTHWEST OF X 301 1968
 BG0250'AND SET IN THE TOP OF A 6-INCH CONCRETE FILLED TILE.  SEC 25,
 BG0250'T 1 N, R 28 W.  NOTE-- MARK HAS LOWERED ABOUT 1/2 DEC. POST
 BG0250'IS LEANING A LITTLE TO THE NORTHEAST AND MAY HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0251 ***********************************************************************
 BG0251  DESIGNATION -  872 9742 TIDAL 3
 BG0251  PID         -  BG0251
 BG0251  STATE/COUNTY-  FL/SANTA ROSA
 BG0251  USGS QUAD   -  MILTON SOUTH (1987)
 BG0251
 BG0251                         *CURRENT SURVEY CONTROL
 BG0251  ___________________________________________________________________
 BG0251* NAD 83(1986)-  30 34 19.     (N)    087 00 18.     (W)     SCALED    
 BG0251* NAVD 88     -         1.910  (meters)       6.27   (feet)  ADJUSTED  
 BG0251  ___________________________________________________________________
 BG0251  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG0251  DYNAMIC HT  -           1.908 (meters)       6.26  (feet)  COMP
 BG0251  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 BG0251
 BG0251  VERT ORDER  -  FIRST     CLASS I
 BG0251
 BG0251.The horizontal coordinates were scaled from a topographic map and have
 BG0251.an estimated accuracy of +/- 6 seconds.
 BG0251
 BG0251.The orthometric height was determined by differential leveling
 BG0251.and adjusted by the National Geodetic Survey in June 1991..
 BG0251
 BG0251.The geoid height was determined by GEOID03.
 BG0251
 BG0251.The dynamic height is computed by dividing the NAVD 88
 BG0251.geopotential number by the normal gravity value computed on the
 BG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0251.degrees latitude (g = 980.6199 gals.).
 BG0251
 BG0251.The modeled gravity was interpolated from observed gravity values.
 BG0251
 BG0251;                    North         East    Units  Estimated Accuracy
 BG0251;SPC FL N     -   176,890.      359,730.      MT  (+/- 180 meters Scaled)
 BG0251
 BG0251                          SUPERSEDED SURVEY CONTROL
 BG0251
 BG0251  NGVD 29 (??/??/??)    1.857  (m)            6.09   (f) ADJUSTED    1 1
 BG0251
 BG0251.Superseded values are not recommended for survey control.
 BG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0251.See file dsdata.txt to determine how the superseded data were derived.
 BG0251
 BG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU995821(NAD 83)
 BG0251_MARKER: DJ = TIDAL STATION DISK
 BG0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG0251_SP_SET: CONCRETE FILLED TILE
 BG0251_STAMPING: NO 3 1935
 BG0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0251
 BG0251  HISTORY     - Date     Condition        Report By
 BG0251  HISTORY     - 1935     MONUMENTED       CGS
 BG0251  HISTORY     - 1968     GOOD             NGS
 BG0251
 BG0251                          STATION DESCRIPTION
 BG0251
 BG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0251'2.8 MI SE FROM BAGDAD.
 BG0251'0.8 MILE SOUTH ALONG STATE HIGHWAY 191 FROM THE SCHOOL HOUSE AT
 BG0251'BAGDAD, THENCE 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY S 191
 BG0251'C, THENCE 0.75 MILE SOUTHEAST ALONG A SAND ROAD TO THE PROPERTY
 BG0251'OF GORDON WELLS AT BAY POINT, 139.5 FEET SOUTH OF THE SOUTH
 BG0251'EDGE OF THE SIDEWALK LEADING TO THE BOAT DOCK, 132.0 FEET
 BG0251'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH ON A LARGE
 BG0251'TWO-STORY FRAME HOUSE, 16.0 FEET NORTHEAST OF THE NORTHEAST
 BG0251'EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF THE HOUSE, 20.5
 BG0251'FEET NORTH OF THE SOUTHEAST END OF THE SIDEWALK, 166.0 FEET
 BG0251'EAST OF TIDAL NO 2 AND 100.0 FEET SOUTH OF X 301 1968, 1.2 FEET
 BG0251'SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A 6-INCH
 BG0251'CONCRETE FILLED TILE PROJECTING 2-INCHES ABOVE THE GROUND.
 BG0251'SEC 25, T 1 N, R 28 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4534 ***********************************************************************
 BG4534  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4534  DESIGNATION -  872 9747 TIDAL 1
 BG4534  PID         -  BG4534
 BG4534  STATE/COUNTY-  FL/SANTA ROSA
 BG4534  USGS QUAD   -  MILTON SOUTH (1987)
 BG4534
 BG4534                         *CURRENT SURVEY CONTROL
 BG4534  ___________________________________________________________________
 BG4534* NAD 83(1986)-  30 34 52.     (N)    087 00 52.     (W)     SCALED    
 BG4534* NAVD 88     -         4.764  (meters)      15.63   (feet)  ADJUSTED  
 BG4534  ___________________________________________________________________
 BG4534  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4534  DYNAMIC HT  -           4.758 (meters)      15.61  (feet)  COMP
 BG4534  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BG4534
 BG4534  VERT ORDER  -  SECOND    CLASS I
 BG4534
 BG4534.The horizontal coordinates were scaled from a topographic map and have
 BG4534.an estimated accuracy of +/- 6 seconds.
 BG4534
 BG4534.The orthometric height was determined by differential leveling
 BG4534.and adjusted by the National Geodetic Survey in June 1991..
 BG4534
 BG4534.This Tidal Bench Mark is designated as VM 10219
 BG4534.by the Center for Operational Oceanographic Products and Services.
 BG4534
 BG4534.The geoid height was determined by GEOID03.
 BG4534
 BG4534.The dynamic height is computed by dividing the NAVD 88
 BG4534.geopotential number by the normal gravity value computed on the
 BG4534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4534.degrees latitude (g = 980.6199 gals.).
 BG4534
 BG4534.The modeled gravity was interpolated from observed gravity values.
 BG4534
 BG4534;                    North         East    Units  Estimated Accuracy
 BG4534;SPC FL N     -   177,920.      358,840.      MT  (+/- 180 meters Scaled)
 BG4534
 BG4534                          SUPERSEDED SURVEY CONTROL
 BG4534
 BG4534.No superseded survey control is available for this station.
 BG4534
 BG4534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU986831(NAD 83)
 BG4534_MARKER: DJ = TIDAL STATION DISK
 BG4534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG4534_SP_SET: COPPER-CLAD STEEL ROD
 BG4534_STAMPING: NO 1 1976
 BG4534_MARK LOGO: NOS   
 BG4534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4534
 BG4534  HISTORY     - Date     Condition        Report By
 BG4534  HISTORY     - 1976     MONUMENTED       NOS
 BG4534  HISTORY     - 1985     GOOD             FLDNR
 BG4534
 BG4534                          STATION DESCRIPTION
 BG4534
 BG4534'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4534'2.4 MI SE FROM BAGDAD.
 BG4534'BEGIN AT THE BAGDAD SCHOOLHOUSE, GO 0.8 MILE SOUTH ON COUNTY ROAD
 BG4534'C-191 TO COUNTY ROAD C-191A.  GO 1.1 MILES SOUTHEAST ON C-191A TO THE
 BG4534'PRIVATE DRIVE TO THE PRESLEY RESIDENCE (0.2 MILE SOUTHEAST OF THE
 BG4534'OVERPASS OF INTERSTATE HIGHWAY 10), GO 0.5 MILE ON THE DRIVE TO ITS
 BG4534'END AND THE MARK.  THE MARK BEARS 46.5 FEET EAST OF THE NORTHEAST
 BG4534'CORNER OF THE CONCRETE FOUNDATION OF A BURNED DOWN HOUSE, 38.5 FEET
 BG4534'WEST OF A BARBED WIRE FENCE, 21 FEET SOUTH OF THE SOUTH CORNER OF A
 BG4534'SHED, AND IS SET ATOP A COPPER-COATED STEEL ROD DRIVEN 23 FEET TO
 BG4534'REFUSAL THROUGH A DRILLED HOLE IN A 10-FOOT BY 15-FOOT CONCRETE PAD.
 BG4534'THE MARK IS FLUSH WITH THE CONCRETE ON THE SOUTHWEST SIDE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4533 ***********************************************************************
 BG4533  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4533  DESIGNATION -  872 9747 TIDAL 2
 BG4533  PID         -  BG4533
 BG4533  STATE/COUNTY-  FL/SANTA ROSA
 BG4533  USGS QUAD   -  MILTON SOUTH (1987)
 BG4533
 BG4533                         *CURRENT SURVEY CONTROL
 BG4533  ___________________________________________________________________
 BG4533* NAD 83(1986)-  30 34 51.     (N)    087 00 54.     (W)     SCALED    
 BG4533* NAVD 88     -         4.456  (meters)      14.62   (feet)  ADJUSTED  
 BG4533  ___________________________________________________________________
 BG4533  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4533  DYNAMIC HT  -           4.451 (meters)      14.60  (feet)  COMP
 BG4533  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BG4533
 BG4533  VERT ORDER  -  SECOND    CLASS I
 BG4533
 BG4533.The horizontal coordinates were scaled from a topographic map and have
 BG4533.an estimated accuracy of +/- 6 seconds.
 BG4533
 BG4533.The orthometric height was determined by differential leveling
 BG4533.and adjusted by the National Geodetic Survey in June 1991..
 BG4533
 BG4533.This Tidal Bench Mark is designated as VM 10220
 BG4533.by the Center for Operational Oceanographic Products and Services.
 BG4533
 BG4533.The geoid height was determined by GEOID03.
 BG4533
 BG4533.The dynamic height is computed by dividing the NAVD 88
 BG4533.geopotential number by the normal gravity value computed on the
 BG4533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4533.degrees latitude (g = 980.6199 gals.).
 BG4533
 BG4533.The modeled gravity was interpolated from observed gravity values.
 BG4533
 BG4533;                    North         East    Units  Estimated Accuracy
 BG4533;SPC FL N     -   177,890.      358,790.      MT  (+/- 180 meters Scaled)
 BG4533
 BG4533                          SUPERSEDED SURVEY CONTROL
 BG4533
 BG4533.No superseded survey control is available for this station.
 BG4533
 BG4533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU985831(NAD 83)
 BG4533_MARKER: DJ = TIDAL STATION DISK
 BG4533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG4533_SP_SET: COPPER-CLAD STEEL ROD
 BG4533_STAMPING: NO 2 1976
 BG4533_MARK LOGO: NOS   
 BG4533_PROJECTION: PROJECTING 5 CENTIMETERS
 BG4533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4533_ROD/PIPE-DEPTH: 7.32 meters
 BG4533
 BG4533  HISTORY     - Date     Condition        Report By
 BG4533  HISTORY     - 1976     MONUMENTED       NOS
 BG4533  HISTORY     - 1985     GOOD             FLDNR
 BG4533
 BG4533                          STATION DESCRIPTION
 BG4533
 BG4533'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4533'2.4 MI SE FROM BAGDAD.
 BG4533'BEGIN AT THE BAGDAD SCHOOLHOUSE, GO 0.8 MILE SOUTH ON COUNTY ROAD
 BG4533'C-191 TO COUNTY ROAD C-191A.  GO 1.1 MILES SOUTHEAST ON C-191A TO THE
 BG4533'PRIVATE DRIVE TO THE PRESLEY RESIDENCE (0.2 MILE SOUTHEAST OF THE
 BG4533'OVERPASS OF INTERSTATE HIGHWAY 10), GO 0.5 MILE ON THE DRIVE TO ITS
 BG4533'END AND THE MARK.  THE MARK BEARS 82 FEET SOUTHEAST OF THE SOUTHEAST
 BG4533'CORNER OF THE PRESLEY HOUSE, 29 FEET EAST OF THE CENTERLINE OF THE
 BG4533'DRIVE, AND 3 FEET NORTH-NORTHEAST OF A POWER POLE WITH A WITNESS SIGN
 BG4533'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4552 ***********************************************************************
 BG4552  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4552  DESIGNATION -  872 9753 A TIDAL
 BG4552  PID         -  BG4552
 BG4552  STATE/COUNTY-  FL/SANTA ROSA
 BG4552  USGS QUAD   -  MILTON NORTH (1987)
 BG4552
 BG4552                         *CURRENT SURVEY CONTROL
 BG4552  ___________________________________________________________________
 BG4552* NAD 83(1986)-  30 38 18.     (N)    087 01 27.     (W)     SCALED    
 BG4552* NAVD 88     -         2.534  (meters)       8.31   (feet)  ADJUSTED  
 BG4552  ___________________________________________________________________
 BG4552  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG4552  DYNAMIC HT  -           2.530 (meters)       8.30  (feet)  COMP
 BG4552  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 BG4552
 BG4552  VERT ORDER  -  SECOND    CLASS I
 BG4552
 BG4552.The horizontal coordinates were scaled from a topographic map and have
 BG4552.an estimated accuracy of +/- 6 seconds.
 BG4552
 BG4552.The orthometric height was determined by differential leveling
 BG4552.and adjusted by the National Geodetic Survey in June 1991..
 BG4552
 BG4552.This Tidal Bench Mark is designated as VM 10225
 BG4552.by the Center for Operational Oceanographic Products and Services.
 BG4552
 BG4552.The geoid height was determined by GEOID03.
 BG4552
 BG4552.The dynamic height is computed by dividing the NAVD 88
 BG4552.geopotential number by the normal gravity value computed on the
 BG4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4552.degrees latitude (g = 980.6199 gals.).
 BG4552
 BG4552.The modeled gravity was interpolated from observed gravity values.
 BG4552
 BG4552;                    North         East    Units  Estimated Accuracy
 BG4552;SPC FL N     -   184,290.      358,050.      MT  (+/- 180 meters Scaled)
 BG4552
 BG4552                          SUPERSEDED SURVEY CONTROL
 BG4552
 BG4552.No superseded survey control is available for this station.
 BG4552
 BG4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU976895(NAD 83)
 BG4552_MARKER: DJ = TIDAL STATION DISK
 BG4552_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4552+WITH SETTING: PAVEMENT
 BG4552_SP_SET: CONCRETE PORCH
 BG4552_STAMPING: 9753 A 1976
 BG4552_MARK LOGO: NOS   
 BG4552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4552+STABILITY: SURFACE MOTION
 BG4552
 BG4552  HISTORY     - Date     Condition        Report By
 BG4552  HISTORY     - 1976     MONUMENTED       NOS
 BG4552  HISTORY     - 1985     GOOD             FLDNR
 BG4552
 BG4552                          STATION DESCRIPTION
 BG4552
 BG4552'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4552'1.65 MI NNE FROM MILTON.
 BG4552'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 90 AND WILLING STREET IN
 BG4552'DOWNTOWN MILTON, GO 0.1 MILE NORTHWEST ON WILLING STREET TO THE
 BG4552'JUNCTION OF BROAD STREET, GO 0.6 MILE NORTH ON BROAD STREET TO THE
 BG4552'INTERSECTION OF COUNTY ROAD C-191, GO 0.95 MILE NORTHEAST ON C-191 TO
 BG4552'THE DRIVEWAY TO THE HAWKINS RESIDENCE AND THE VICINITY OF THE MARK.
 BG4552'THE MARK IS SET IN THE CONCRETE PORCH OF THE HAWKINS HOUSE, 7.5 FEET
 BG4552'SOUTHWEST OF THE SOUTHWEST SIDE OF THE HOUSE, AND 22.8 FEET WEST OF
 BG4552'THE SOUTH CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4551 ***********************************************************************
 BG4551  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4551  DESIGNATION -  872 9753 C TIDAL
 BG4551  PID         -  BG4551
 BG4551  STATE/COUNTY-  FL/SANTA ROSA
 BG4551  USGS QUAD   -  MILTON NORTH (1987)
 BG4551
 BG4551                         *CURRENT SURVEY CONTROL
 BG4551  ___________________________________________________________________
 BG4551* NAD 83(1986)-  30 38 19.     (N)    087 01 30.     (W)     SCALED    
 BG4551* NAVD 88     -         1.363  (meters)       4.47   (feet)  ADJUSTED  
 BG4551  ___________________________________________________________________
 BG4551  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG4551  DYNAMIC HT  -           1.361 (meters)       4.47  (feet)  COMP
 BG4551  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 BG4551
 BG4551  VERT ORDER  -  SECOND    CLASS I
 BG4551
 BG4551.The horizontal coordinates were scaled from a topographic map and have
 BG4551.an estimated accuracy of +/- 6 seconds.
 BG4551
 BG4551.The orthometric height was determined by differential leveling
 BG4551.and adjusted by the National Geodetic Survey in June 1991..
 BG4551
 BG4551.This Tidal Bench Mark is designated as VM 10226
 BG4551.by the Center for Operational Oceanographic Products and Services.
 BG4551
 BG4551.The geoid height was determined by GEOID03.
 BG4551
 BG4551.The dynamic height is computed by dividing the NAVD 88
 BG4551.geopotential number by the normal gravity value computed on the
 BG4551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4551.degrees latitude (g = 980.6199 gals.).
 BG4551
 BG4551.The modeled gravity was interpolated from observed gravity values.
 BG4551
 BG4551;                    North         East    Units  Estimated Accuracy
 BG4551;SPC FL N     -   184,320.      357,970.      MT  (+/- 180 meters Scaled)
 BG4551
 BG4551                          SUPERSEDED SURVEY CONTROL
 BG4551
 BG4551.No superseded survey control is available for this station.
 BG4551
 BG4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU976895(NAD 83)
 BG4551_MARKER: DJ = TIDAL STATION DISK
 BG4551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG4551_SP_SET: COPPER-CLAD STEEL ROD
 BG4551_STAMPING: 9753 C 1976
 BG4551_MARK LOGO: NOS   
 BG4551_PROJECTION: RECESSED 5 CENTIMETERS
 BG4551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4551_ROD/PIPE-DEPTH: 7.62 meters
 BG4551
 BG4551  HISTORY     - Date     Condition        Report By
 BG4551  HISTORY     - 1976     MONUMENTED       NOS
 BG4551  HISTORY     - 1985     GOOD             FLDNR
 BG4551
 BG4551                          STATION DESCRIPTION
 BG4551
 BG4551'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4551'1.65 MI NNE FROM MILTON.
 BG4551'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 90 AND WILLING STREET IN
 BG4551'DOWNTOWN MILTON, GO 0.1 MILE NORTHWEST ON WILLING STREET TO THE
 BG4551'JUNCTION OF BROAD STREET, GO 0.6 MILE NORTH ON BROAD STREET TO THE
 BG4551'INTERSECTION OF COUNTY ROAD C-191, GO 0.95 MILE NORTHEAST ON C-191 TO
 BG4551'THE DRIVEWAY TO THE HAWKINS RESIDENCE AND THE VICINITY OF THE MARK.
 BG4551'THE MARK BEARS 180 FEET SOUTHEAST OF THE CENTERLINE OF C-191, 42.5
 BG4551'FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY, AND 2.5 FEET EAST
 BG4551'OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4550 ***********************************************************************
 BG4550  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4550  DESIGNATION -  872 9753 D TIDAL
 BG4550  PID         -  BG4550
 BG4550  STATE/COUNTY-  FL/SANTA ROSA
 BG4550  USGS QUAD   -  MILTON NORTH (1987)
 BG4550
 BG4550                         *CURRENT SURVEY CONTROL
 BG4550  ___________________________________________________________________
 BG4550* NAD 83(1986)-  30 38 21.     (N)    087 01 34.     (W)     SCALED    
 BG4550* NAVD 88     -         1.099  (meters)       3.61   (feet)  ADJUSTED  
 BG4550  ___________________________________________________________________
 BG4550  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG4550  DYNAMIC HT  -           1.097 (meters)       3.60  (feet)  COMP
 BG4550  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 BG4550
 BG4550  VERT ORDER  -  SECOND    CLASS I
 BG4550
 BG4550.The horizontal coordinates were scaled from a topographic map and have
 BG4550.an estimated accuracy of +/- 6 seconds.
 BG4550
 BG4550.The orthometric height was determined by differential leveling
 BG4550.and adjusted by the National Geodetic Survey in June 1991..
 BG4550
 BG4550.This Tidal Bench Mark is designated as VM 10227
 BG4550.by the Center for Operational Oceanographic Products and Services.
 BG4550
 BG4550.The geoid height was determined by GEOID03.
 BG4550
 BG4550.The dynamic height is computed by dividing the NAVD 88
 BG4550.geopotential number by the normal gravity value computed on the
 BG4550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4550.degrees latitude (g = 980.6199 gals.).
 BG4550
 BG4550.The modeled gravity was interpolated from observed gravity values.
 BG4550
 BG4550;                    North         East    Units  Estimated Accuracy
 BG4550;SPC FL N     -   184,380.      357,870.      MT  (+/- 180 meters Scaled)
 BG4550
 BG4550                          SUPERSEDED SURVEY CONTROL
 BG4550
 BG4550.No superseded survey control is available for this station.
 BG4550
 BG4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU974896(NAD 83)
 BG4550_MARKER: DJ = TIDAL STATION DISK
 BG4550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG4550_SP_SET: COPPER-CLAD STEEL ROD
 BG4550_STAMPING: 9753 D 1976
 BG4550_MARK LOGO: NOS   
 BG4550_PROJECTION: RECESSED 5 CENTIMETERS
 BG4550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4550_ROD/PIPE-DEPTH: 7.01 meters
 BG4550
 BG4550  HISTORY     - Date     Condition        Report By
 BG4550  HISTORY     - 1976     MONUMENTED       NOS
 BG4550  HISTORY     - 1985     GOOD             FLDNR
 BG4550
 BG4550                          STATION DESCRIPTION
 BG4550
 BG4550'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4550'1.6 MILE NNE FROM MILTON.
 BG4550'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 90 AND WILLING STREET IN
 BG4550'DOWNTOWN MILTON, GO 0.1 MILE NORTHWEST ON WILLING STREET TO THE
 BG4550'JUNCTION OF BROAD STREET, GO 0.6 MILE NORTH ON BROAD STREET TO THE
 BG4550'INTERSECTION OF COUNTY ROAD C-191, GO 0.9 MILE NORTHEAST ON C-191 TO
 BG4550'THE MARK.  THE MARK BEARS 43.3 FEET NORTHWEST OF THE CENTERLINE OF
 BG4550'C-191, 204 FEET NORTHEAST OF THE CENTERLINE OF A DIRT DRIVEWAY, 3.2
 BG4550'FEET SOUTHEAST OF A STEEL MESH FENCE, AND 1.2 FEET SOUTHEAST OF A
 BG4550'POWER POLE WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4549 ***********************************************************************
 BG4549  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4549  DESIGNATION -  872 9753 E TIDAL
 BG4549  PID         -  BG4549
 BG4549  STATE/COUNTY-  FL/SANTA ROSA
 BG4549  USGS QUAD   -  MILTON NORTH (1987)
 BG4549
 BG4549                         *CURRENT SURVEY CONTROL
 BG4549  ___________________________________________________________________
 BG4549* NAD 83(1986)-  30 38 19.     (N)    087 01 38.     (W)     SCALED    
 BG4549* NAVD 88     -         1.623  (meters)       5.32   (feet)  ADJUSTED  
 BG4549  ___________________________________________________________________
 BG4549  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG4549  DYNAMIC HT  -           1.621 (meters)       5.32  (feet)  COMP
 BG4549  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 BG4549
 BG4549  VERT ORDER  -  SECOND    CLASS I
 BG4549
 BG4549.The horizontal coordinates were scaled from a topographic map and have
 BG4549.an estimated accuracy of +/- 6 seconds.
 BG4549
 BG4549.The orthometric height was determined by differential leveling
 BG4549.and adjusted by the National Geodetic Survey in June 1991..
 BG4549
 BG4549.This Tidal Bench Mark is designated as VM 16540
 BG4549.by the Center for Operational Oceanographic Products and Services.
 BG4549
 BG4549.The geoid height was determined by GEOID03.
 BG4549
 BG4549.The dynamic height is computed by dividing the NAVD 88
 BG4549.geopotential number by the normal gravity value computed on the
 BG4549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4549.degrees latitude (g = 980.6199 gals.).
 BG4549
 BG4549.The modeled gravity was interpolated from observed gravity values.
 BG4549
 BG4549;                    North         East    Units  Estimated Accuracy
 BG4549;SPC FL N     -   184,320.      357,760.      MT  (+/- 180 meters Scaled)
 BG4549
 BG4549                          SUPERSEDED SURVEY CONTROL
 BG4549
 BG4549.No superseded survey control is available for this station.
 BG4549
 BG4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU973895(NAD 83)
 BG4549_MARKER: DJ = TIDAL STATION DISK
 BG4549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG4549_SP_SET: CULVERT HEADWALL
 BG4549_STAMPING: 9753 E 1976
 BG4549_MARK LOGO: NOS   
 BG4549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4549+STABILITY: SURFACE MOTION
 BG4549
 BG4549  HISTORY     - Date     Condition        Report By
 BG4549  HISTORY     - 1976     MONUMENTED       NOS
 BG4549  HISTORY     - 1985     GOOD             FLDNR
 BG4549
 BG4549                          STATION DESCRIPTION
 BG4549
 BG4549'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4549'1.5 MI NNE FROM MILTON.
 BG4549'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 90 AND WILLING STREET IN
 BG4549'DOWNTOWN MILTON, GO 0.1 MILE NORTHWEST ON WILLING STREET TO THE
 BG4549'JUNCTION OF BROAD STREET, GO 0.6 MILE NORTH ON BROAD STREET TO THE
 BG4549'INTERSECTION OF COUNTY ROAD C-191, GO 0.8 MILE NORTHEAST ON C-191 TO
 BG4549'THE MARK.  THE MARK BEARS 23.7 FEET NORTHWEST OF THE CENTERLINE OF
 BG4549'C-191 AND IS SET IN THE SOUTHWEST END OF A CULVERT HEADWALL.
 BG4549'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4553 ***********************************************************************
 BG4553  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4553  DESIGNATION -  872 9753 G TIDAL
 BG4553  PID         -  BG4553
 BG4553  STATE/COUNTY-  FL/SANTA ROSA
 BG4553  USGS QUAD   -  MILTON NORTH (1987)
 BG4553
 BG4553                         *CURRENT SURVEY CONTROL
 BG4553  ___________________________________________________________________
 BG4553* NAD 83(1986)-  30 38 14.     (N)    087 01 25.     (W)     SCALED    
 BG4553* NAVD 88     -         1.135  (meters)       3.72   (feet)  ADJUSTED  
 BG4553  ___________________________________________________________________
 BG4553  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG4553  DYNAMIC HT  -           1.133 (meters)       3.72  (feet)  COMP
 BG4553  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 BG4553
 BG4553  VERT ORDER  -  SECOND    CLASS I
 BG4553
 BG4553.The horizontal coordinates were scaled from a topographic map and have
 BG4553.an estimated accuracy of +/- 6 seconds.
 BG4553
 BG4553.The orthometric height was determined by differential leveling
 BG4553.and adjusted by the National Geodetic Survey in June 1991..
 BG4553
 BG4553.This Tidal Bench Mark is designated as VM 10228
 BG4553.by the Center for Operational Oceanographic Products and Services.
 BG4553
 BG4553.The geoid height was determined by GEOID03.
 BG4553
 BG4553.The dynamic height is computed by dividing the NAVD 88
 BG4553.geopotential number by the normal gravity value computed on the
 BG4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4553.degrees latitude (g = 980.6199 gals.).
 BG4553
 BG4553.The modeled gravity was interpolated from observed gravity values.
 BG4553
 BG4553;                    North         East    Units  Estimated Accuracy
 BG4553;SPC FL N     -   184,160.      358,100.      MT  (+/- 180 meters Scaled)
 BG4553
 BG4553                          SUPERSEDED SURVEY CONTROL
 BG4553
 BG4553.No superseded survey control is available for this station.
 BG4553
 BG4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU977893(NAD 83)
 BG4553_MARKER: DJ = TIDAL STATION DISK
 BG4553_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4553+WITH SETTING: PAVEMENT
 BG4553_SP_SET: CONCRETE PAD
 BG4553_STAMPING: 9753 G 1976
 BG4553_MARK LOGO: NOS   
 BG4553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4553+STABILITY: SURFACE MOTION
 BG4553
 BG4553  HISTORY     - Date     Condition        Report By
 BG4553  HISTORY     - 1976     MONUMENTED       NOS
 BG4553  HISTORY     - 1985     GOOD             FLDNR
 BG4553
 BG4553                          STATION DESCRIPTION
 BG4553
 BG4553'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4553'1.65 MI NNE FROM MILTON.
 BG4553'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 90 AND WILLING STREET IN
 BG4553'DOWNTOWN MILTON, GO 0.1 MILE NORTHWEST ON WILLING STREET TO THE
 BG4553'JUNCTION OF BROAD STREET, GO 0.6 MILE NORTH ON BROAD STREET TO THE
 BG4553'INTERSECTION OF COUNTY ROAD C-191, GO 0.95 MILE NORTHEAST ON C-191 TO
 BG4553'THE DRIVEWAY TO THE HAWKINS RESIDENCE AND THE VICINITY OF THE MARK.
 BG4553'THE MARK IS SET IN THE SOUTH CORNER OF THE PICNIC SHELTER, 300 FEET
 BG4553'SOUTHEAST OF THE HAWKINS HOUSE, AND 11.6 FEET NORTHWEST OF THE
 BG4553'APPROXIMATE HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4548 ***********************************************************************
 BG4548  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4548  DESIGNATION -  872 9757 A TIDAL
 BG4548  PID         -  BG4548
 BG4548  STATE/COUNTY-  FL/SANTA ROSA
 BG4548  USGS QUAD   -  MILTON NORTH (1987)
 BG4548
 BG4548                         *CURRENT SURVEY CONTROL
 BG4548  ___________________________________________________________________
 BG4548* NAD 83(1986)-  30 37 38.     (N)    087 02 14.     (W)     SCALED    
 BG4548* NAVD 88     -         1.454  (meters)       4.77   (feet)  ADJUSTED  
 BG4548  ___________________________________________________________________
 BG4548  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG4548  DYNAMIC HT  -           1.452 (meters)       4.76  (feet)  COMP
 BG4548  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BG4548
 BG4548  VERT ORDER  -  SECOND    CLASS I
 BG4548
 BG4548.The horizontal coordinates were scaled from a topographic map and have
 BG4548.an estimated accuracy of +/- 6 seconds.
 BG4548
 BG4548.The orthometric height was determined by differential leveling
 BG4548.and adjusted by the National Geodetic Survey in June 1991..
 BG4548
 BG4548.This Tidal Bench Mark is designated as VM 10229
 BG4548.by the Center for Operational Oceanographic Products and Services.
 BG4548
 BG4548.The geoid height was determined by GEOID03.
 BG4548
 BG4548.The dynamic height is computed by dividing the NAVD 88
 BG4548.geopotential number by the normal gravity value computed on the
 BG4548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4548.degrees latitude (g = 980.6199 gals.).
 BG4548
 BG4548.The modeled gravity was interpolated from observed gravity values.
 BG4548
 BG4548;                    North         East    Units  Estimated Accuracy
 BG4548;SPC FL N     -   183,080.      356,770.      MT  (+/- 180 meters Scaled)
 BG4548
 BG4548                          SUPERSEDED SURVEY CONTROL
 BG4548
 BG4548.No superseded survey control is available for this station.
 BG4548
 BG4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU964882(NAD 83)
 BG4548_MARKER: DJ = TIDAL STATION DISK
 BG4548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG4548_SP_SET: BOX DRAIN
 BG4548_STAMPING: 9757 A 1977
 BG4548_MARK LOGO: NOS   
 BG4548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4548
 BG4548  HISTORY     - Date     Condition        Report By
 BG4548  HISTORY     - 1977     MONUMENTED       NOS
 BG4548  HISTORY     - 1985     GOOD             FLDNR
 BG4548
 BG4548                          STATION DESCRIPTION
 BG4548
 BG4548'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4548'IN MILTON.
 BG4548'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 90 AND WILLING STREET IN
 BG4548'DOWNTOWN MILTON, GO 0.1 MILE NORTHWEST ON WILLING STREET TO THE
 BG4548'JUNCTION OF BROAD STREET, GO 0.2 MILE NORTH ON BROAD STREET TO THE
 BG4548'INTERSECTION OF MADISON STREET, GO 0.05 MILE EAST ON MADISON STREET
 BG4548'TO THE MARK.  THE MARK BEARS 15.7 FEET NORTH OF THE CENTERLINE OF
 BG4548'MADISON STREET, 45 FEET WEST OF THE CENTERLINE OF THE DRIVE TO THE
 BG4548'LAST HOUSE ON THE NORTH SIDE OF THE STREET, 6.9 FEET SOUTH OF POWER
 BG4548'POLE 467E305, AND IS SET IN THE SOUTHEAST CORNER OF A BOX DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4547 ***********************************************************************
 BG4547  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4547  DESIGNATION -  872 9757 B TIDAL
 BG4547  PID         -  BG4547
 BG4547  STATE/COUNTY-  FL/SANTA ROSA
 BG4547  USGS QUAD   -  MILTON NORTH (1987)
 BG4547
 BG4547                         *CURRENT SURVEY CONTROL
 BG4547  ___________________________________________________________________
 BG4547* NAD 83(1986)-  30 37 34.     (N)    087 02 15.     (W)     SCALED    
 BG4547* NAVD 88     -         2.378  (meters)       7.80   (feet)  ADJUSTED  
 BG4547  ___________________________________________________________________
 BG4547  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG4547  DYNAMIC HT  -           2.375 (meters)       7.79  (feet)  COMP
 BG4547  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BG4547
 BG4547  VERT ORDER  -  SECOND    CLASS I
 BG4547
 BG4547.The horizontal coordinates were scaled from a topographic map and have
 BG4547.an estimated accuracy of +/- 6 seconds.
 BG4547
 BG4547.The orthometric height was determined by differential leveling
 BG4547.and adjusted by the National Geodetic Survey in June 1991..
 BG4547
 BG4547.This Tidal Bench Mark is designated as VM 10230
 BG4547.by the Center for Operational Oceanographic Products and Services.
 BG4547
 BG4547.The geoid height was determined by GEOID03.
 BG4547
 BG4547.The dynamic height is computed by dividing the NAVD 88
 BG4547.geopotential number by the normal gravity value computed on the
 BG4547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4547.degrees latitude (g = 980.6199 gals.).
 BG4547
 BG4547.The modeled gravity was interpolated from observed gravity values.
 BG4547
 BG4547;                    North         East    Units  Estimated Accuracy
 BG4547;SPC FL N     -   182,960.      356,740.      MT  (+/- 180 meters Scaled)
 BG4547
 BG4547                          SUPERSEDED SURVEY CONTROL
 BG4547
 BG4547.No superseded survey control is available for this station.
 BG4547
 BG4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU964881(NAD 83)
 BG4547_MARKER: DJ = TIDAL STATION DISK
 BG4547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BG4547_SP_SET: BRIDGE ABUTMENT
 BG4547_STAMPING: 9757 B 1977
 BG4547_MARK LOGO: NOS   
 BG4547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4547
 BG4547  HISTORY     - Date     Condition        Report By
 BG4547  HISTORY     - 1977     MONUMENTED       NOS
 BG4547  HISTORY     - 1985     GOOD             FLDNR
 BG4547
 BG4547                          STATION DESCRIPTION
 BG4547
 BG4547'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4547'IN MILTON.
 BG4547'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 90 AND WILLING STREET IN
 BG4547'DOWNTOWN MILTON, GO 0.1 MILE NORTHWEST ON WILLING STREET TO THE
 BG4547'JUNCTION OF BROAD STREET, GO 0.1 MILE NORTH ON BROAD STREET TO A
 BG4547'SMALL BRIDGE AND THE MARK.  THE MARK BEARS 15.9 FEET EAST OF THE
 BG4547'CENTERLINE OF BROAD STREET, 65.3 FEET NORTH OF A 35 MPH SPEED SIGN,
 BG4547'AND IS SET IN THE SOUTH ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3681 ***********************************************************************
 BG3681  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3681  DESIGNATION -  872 9791 B TIDAL
 BG3681  PID         -  BG3681
 BG3681  STATE/COUNTY-  FL/SANTA ROSA
 BG3681  USGS QUAD   -  GARCON POINT (1992)
 BG3681
 BG3681                         *CURRENT SURVEY CONTROL
 BG3681  ___________________________________________________________________
 BG3681* NAD 83(1986)-  30 27 39.     (N)    087 05 48.     (W)     SCALED    
 BG3681* NAVD 88     -         1.803  (meters)       5.92   (feet)  ADJUSTED  
 BG3681  ___________________________________________________________________
 BG3681  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG3681  DYNAMIC HT  -           1.801 (meters)       5.91  (feet)  COMP
 BG3681  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 BG3681
 BG3681  VERT ORDER  -  SECOND    CLASS I
 BG3681
 BG3681.The horizontal coordinates were scaled from a topographic map and have
 BG3681.an estimated accuracy of +/- 6 seconds.
 BG3681
 BG3681.The orthometric height was determined by differential leveling
 BG3681.and adjusted by the National Geodetic Survey in June 1991..
 BG3681
 BG3681.This Tidal Bench Mark is designated as VM 10235
 BG3681.by the Center for Operational Oceanographic Products and Services.
 BG3681
 BG3681.The geoid height was determined by GEOID03.
 BG3681
 BG3681.The dynamic height is computed by dividing the NAVD 88
 BG3681.geopotential number by the normal gravity value computed on the
 BG3681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3681.degrees latitude (g = 980.6199 gals.).
 BG3681
 BG3681.The modeled gravity was interpolated from observed gravity values.
 BG3681
 BG3681;                    North         East    Units  Estimated Accuracy
 BG3681;SPC FL N     -   164,770.      350,650.      MT  (+/- 180 meters Scaled)
 BG3681
 BG3681                          SUPERSEDED SURVEY CONTROL
 BG3681
 BG3681.No superseded survey control is available for this station.
 BG3681
 BG3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU907698(NAD 83)
 BG3681_MARKER: DJ = TIDAL STATION DISK
 BG3681_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3681_SP_SET: GALVANIZED STEEL ROD
 BG3681_STAMPING: 9791 B 1977
 BG3681_MARK LOGO: NOS   
 BG3681_PROJECTION: RECESSED 8 CENTIMETERS
 BG3681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3681_ROD/PIPE-DEPTH: 12.2 meters
 BG3681
 BG3681  HISTORY     - Date     Condition        Report By
 BG3681  HISTORY     - 1977     MONUMENTED       NOS
 BG3681  HISTORY     - 1984     GOOD             FLDNR
 BG3681
 BG3681                          STATION DESCRIPTION
 BG3681
 BG3681'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3681'5.5 MI SOUTH FROM AVALON BEACH.
 BG3681'BEGIN AT THE INTERCHANGE OF INTERSTATE 10 AND COUNTY ROAD 281, GO 3.85
 BG3681'MILES SOUTH ON C 281 TO ITS JUNCTION WITH COUNTY ROAD 191, GO 1.45
 BG3681'MILES SOUTHWEST ON C 191 TO THE DIRT DRIVE TO THE CLAUDE SMITH
 BG3681'RESIDENCE, GO 0.2 MILE WESTERLY ON THE DRIVE TO A Y-FORK, GO LEFT FOR
 BG3681'0.05 MILE TO THE MARK.  THE MARK BEARS 23 FEET NORTHWEST OF THE
 BG3681'SOUTHERNMOST DRIVE, 22.1 FEET SOUTHEAST OF THE NORTHERNMOST DRIVE, 7
 BG3681'FEET WEST OF AN 18-INCH DIAMETER PINE TREE, 21 FEET EAST OF A 21-INCH
 BG3681'DIAMETER PINE TREE, AND 1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3680 ***********************************************************************
 BG3680  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3680  DESIGNATION -  872 9791 C TIDAL
 BG3680  PID         -  BG3680
 BG3680  STATE/COUNTY-  FL/SANTA ROSA
 BG3680  USGS QUAD   -  GARCON POINT (1992)
 BG3680
 BG3680                         *CURRENT SURVEY CONTROL
 BG3680  ___________________________________________________________________
 BG3680* NAD 83(1986)-  30 27 38.     (N)    087 05 45.     (W)     SCALED    
 BG3680* NAVD 88     -         1.810  (meters)       5.94   (feet)  ADJUSTED  
 BG3680  ___________________________________________________________________
 BG3680  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG3680  DYNAMIC HT  -           1.807 (meters)       5.93  (feet)  COMP
 BG3680  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 BG3680
 BG3680  VERT ORDER  -  SECOND    CLASS I
 BG3680
 BG3680.The horizontal coordinates were scaled from a topographic map and have
 BG3680.an estimated accuracy of +/- 6 seconds.
 BG3680
 BG3680.The orthometric height was determined by differential leveling
 BG3680.and adjusted by the National Geodetic Survey in June 1991..
 BG3680
 BG3680.This Tidal Bench Mark is designated as VM 10236
 BG3680.by the Center for Operational Oceanographic Products and Services.
 BG3680
 BG3680.The geoid height was determined by GEOID03.
 BG3680
 BG3680.The dynamic height is computed by dividing the NAVD 88
 BG3680.geopotential number by the normal gravity value computed on the
 BG3680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3680.degrees latitude (g = 980.6199 gals.).
 BG3680
 BG3680.The modeled gravity was interpolated from observed gravity values.
 BG3680
 BG3680;                    North         East    Units  Estimated Accuracy
 BG3680;SPC FL N     -   164,740.      350,730.      MT  (+/- 180 meters Scaled)
 BG3680
 BG3680                          SUPERSEDED SURVEY CONTROL
 BG3680
 BG3680.No superseded survey control is available for this station.
 BG3680
 BG3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU908698(NAD 83)
 BG3680_MARKER: DJ = TIDAL STATION DISK
 BG3680_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3680_SP_SET: GALVANIZED STEEL ROD
 BG3680_STAMPING: 9791 C 1977
 BG3680_MARK LOGO: NOS   
 BG3680_PROJECTION: PROJECTING 8 CENTIMETERS
 BG3680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3680_ROD/PIPE-DEPTH: 12.2 meters
 BG3680
 BG3680  HISTORY     - Date     Condition        Report By
 BG3680  HISTORY     - 1977     MONUMENTED       NOS
 BG3680  HISTORY     - 1984     GOOD             FLDNR
 BG3680
 BG3680                          STATION DESCRIPTION
 BG3680
 BG3680'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3680'5.45 MI SOUTH FROM AVALON BEACH.
 BG3680'BEGIN AT THE INTERCHANGE OF INTERSTATE 10 AND COUNTY ROAD 281, GO 3.85
 BG3680'MILES SOUTH ON C 281 TO ITS JUNCTION WITH COUNTY ROAD 191, GO 1.45
 BG3680'MILES SOUTHWEST ON C 191 TO THE DIRT DRIVE TO THE CLAUDE SMITH
 BG3680'RESIDENCE, GO 0.15 MILE WEST ON THE DIRT DRIVE TO THE MARK.  THE MARK
 BG3680'BEARS 106.5 FEET SOUTHWEST OF THE DIRT DRIVE, 361 FEET WEST-NORTHWEST
 BG3680'OF TIDAL BENCH MARK 9791 D 1977, 20 FEET WEST OF A TWIN-TRUNKED OAK
 BG3680'TREE, AND 0.4 FOOT NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3679 ***********************************************************************
 BG3679  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3679  DESIGNATION -  872 9791 D TIDAL
 BG3679  PID         -  BG3679
 BG3679  STATE/COUNTY-  FL/SANTA ROSA
 BG3679  USGS QUAD   -  GARCON POINT (1992)
 BG3679
 BG3679                         *CURRENT SURVEY CONTROL
 BG3679  ___________________________________________________________________
 BG3679* NAD 83(1986)-  30 27 36.     (N)    087 05 39.     (W)     SCALED    
 BG3679* NAVD 88     -         2.151  (meters)       7.06   (feet)  ADJUSTED  
 BG3679  ___________________________________________________________________
 BG3679  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG3679  DYNAMIC HT  -           2.148 (meters)       7.05  (feet)  COMP
 BG3679  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 BG3679
 BG3679  VERT ORDER  -  SECOND    CLASS I
 BG3679
 BG3679.The horizontal coordinates were scaled from a topographic map and have
 BG3679.an estimated accuracy of +/- 6 seconds.
 BG3679
 BG3679.The orthometric height was determined by differential leveling
 BG3679.and adjusted by the National Geodetic Survey in June 1991..
 BG3679
 BG3679.This Tidal Bench Mark is designated as VM 10237
 BG3679.by the Center for Operational Oceanographic Products and Services.
 BG3679
 BG3679.The geoid height was determined by GEOID03.
 BG3679
 BG3679.The dynamic height is computed by dividing the NAVD 88
 BG3679.geopotential number by the normal gravity value computed on the
 BG3679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3679.degrees latitude (g = 980.6199 gals.).
 BG3679
 BG3679.The modeled gravity was interpolated from observed gravity values.
 BG3679
 BG3679;                    North         East    Units  Estimated Accuracy
 BG3679;SPC FL N     -   164,670.      350,890.      MT  (+/- 180 meters Scaled)
 BG3679
 BG3679                          SUPERSEDED SURVEY CONTROL
 BG3679
 BG3679.No superseded survey control is available for this station.
 BG3679
 BG3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU909697(NAD 83)
 BG3679_MARKER: DJ = TIDAL STATION DISK
 BG3679_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3679_SP_SET: GALVANIZED STEEL ROD
 BG3679_STAMPING: 9791 D 1977
 BG3679_MARK LOGO: NOS   
 BG3679_PROJECTION: FLUSH
 BG3679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3679_ROD/PIPE-DEPTH: 12.2 meters
 BG3679
 BG3679  HISTORY     - Date     Condition        Report By
 BG3679  HISTORY     - 1977     MONUMENTED       NOS
 BG3679  HISTORY     - 1984     GOOD             FLDNR
 BG3679
 BG3679                          STATION DESCRIPTION
 BG3679
 BG3679'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3679'5.4 MI SOUTH FROM AVALON BEACH.
 BG3679'BEGIN AT THE INTERCHANGE OF INTERSTATE 10 AND COUNTY ROAD 281, GO 3.85
 BG3679'MILES SOUTH ON C 281 TO ITS JUNCTION WITH COUNTY ROAD 191, GO 1.45
 BG3679'MILES SOUTHWEST ON C 191 TO THE PRIVATE DRIVE TO THE CLAUDE SMITH
 BG3679'RESIDENCE, GO 0.1 MILE WEST ON THE DRIVE TO THE MARK.  THE MARK BEARS
 BG3679'63 FEET SOUTH OF THE DIRT DRIVE, 6 FEET NORTH OF A FENCE LINE, 0.5
 BG3679'FOOT EAST-NORTHEAST OF A WITNESS POST, AND 361 FEET EAST-SOUTHEAST OF
 BG3679'TIDAL BENCH MARK 9791 C 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3678 ***********************************************************************
 BG3678  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3678  DESIGNATION -  872 9791 E TIDAL
 BG3678  PID         -  BG3678
 BG3678  STATE/COUNTY-  FL/SANTA ROSA
 BG3678  USGS QUAD   -  GARCON POINT (1992)
 BG3678
 BG3678                         *CURRENT SURVEY CONTROL
 BG3678  ___________________________________________________________________
 BG3678* NAD 83(1986)-  30 27 38.     (N)    087 05 34.     (W)     SCALED    
 BG3678* NAVD 88     -         2.569  (meters)       8.43   (feet)  ADJUSTED  
 BG3678  ___________________________________________________________________
 BG3678  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG3678  DYNAMIC HT  -           2.566 (meters)       8.42  (feet)  COMP
 BG3678  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 BG3678
 BG3678  VERT ORDER  -  SECOND    CLASS I
 BG3678
 BG3678.The horizontal coordinates were scaled from a topographic map and have
 BG3678.an estimated accuracy of +/- 6 seconds.
 BG3678
 BG3678.The orthometric height was determined by differential leveling
 BG3678.and adjusted by the National Geodetic Survey in June 1991..
 BG3678
 BG3678.This Tidal Bench Mark is designated as VM 10238
 BG3678.by the Center for Operational Oceanographic Products and Services.
 BG3678
 BG3678.The geoid height was determined by GEOID03.
 BG3678
 BG3678.The dynamic height is computed by dividing the NAVD 88
 BG3678.geopotential number by the normal gravity value computed on the
 BG3678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3678.degrees latitude (g = 980.6199 gals.).
 BG3678
 BG3678.The modeled gravity was interpolated from observed gravity values.
 BG3678
 BG3678;                    North         East    Units  Estimated Accuracy
 BG3678;SPC FL N     -   164,730.      351,030.      MT  (+/- 180 meters Scaled)
 BG3678
 BG3678                          SUPERSEDED SURVEY CONTROL
 BG3678
 BG3678.No superseded survey control is available for this station.
 BG3678
 BG3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU910698(NAD 83)
 BG3678_MARKER: DJ = TIDAL STATION DISK
 BG3678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3678_SP_SET: CULVERT HEADWALL
 BG3678_STAMPING: 9791 E 1977
 BG3678_MARK LOGO: NOS   
 BG3678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3678+STABILITY: SURFACE MOTION
 BG3678
 BG3678  HISTORY     - Date     Condition        Report By
 BG3678  HISTORY     - 1977     MONUMENTED       NOS
 BG3678  HISTORY     - 1984     GOOD             FLDNR
 BG3678  HISTORY     - 19961109 GOOD             USPSQD
 BG3678
 BG3678                          STATION DESCRIPTION
 BG3678
 BG3678'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3678'5.25 MI SOUTH FROM AVALON BEACH.
 BG3678'BEGIN AT THE INTERCHANGE OF INTERSTATE 10 AND COUNTY ROAD 281, GO 3.85
 BG3678'MILES SOUTH ON C 281 TO ITS JUNCTION WITH COUNTY ROAD 191, GO 1.4
 BG3678'MILES SOUTHWEST ON C 191 TO THE MARK.  THE MARK IS SET IN THE TOP OF A
 BG3678'CULVERT HEADWALL, 18.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BG3678'226.8 FEET NORTHEAST OF THE DRIVE TO THE CLAUDE SMITH RESIDENCE, AND
 BG3678'IS IN THE CENTER OF THE HEADWALL.
 BG3678
 BG3678                          STATION RECOVERY (1996)
 BG3678
 BG3678'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3677 ***********************************************************************
 BG3677  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3677  DESIGNATION -  872 9791 F TIDAL
 BG3677  PID         -  BG3677
 BG3677  STATE/COUNTY-  FL/SANTA ROSA
 BG3677  USGS QUAD   -  GARCON POINT (1992)
 BG3677
 BG3677                         *CURRENT SURVEY CONTROL
 BG3677  ___________________________________________________________________
 BG3677* NAD 83(1986)-  30 27 58.     (N)    087 05 20.     (W)     SCALED    
 BG3677* NAVD 88     -         2.870  (meters)       9.42   (feet)  ADJUSTED  
 BG3677  ___________________________________________________________________
 BG3677  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BG3677  DYNAMIC HT  -           2.866 (meters)       9.40  (feet)  COMP
 BG3677  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 BG3677
 BG3677  VERT ORDER  -  SECOND    CLASS I
 BG3677
 BG3677.The horizontal coordinates were scaled from a topographic map and have
 BG3677.an estimated accuracy of +/- 6 seconds.
 BG3677
 BG3677.The orthometric height was determined by differential leveling
 BG3677.and adjusted by the National Geodetic Survey in June 1991..
 BG3677
 BG3677.This Tidal Bench Mark is designated as VM 16541
 BG3677.by the Center for Operational Oceanographic Products and Services.
 BG3677
 BG3677.The geoid height was determined by GEOID03.
 BG3677
 BG3677.The dynamic height is computed by dividing the NAVD 88
 BG3677.geopotential number by the normal gravity value computed on the
 BG3677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3677.degrees latitude (g = 980.6199 gals.).
 BG3677
 BG3677.The modeled gravity was interpolated from observed gravity values.
 BG3677
 BG3677;                    North         East    Units  Estimated Accuracy
 BG3677;SPC FL N     -   165,340.      351,410.      MT  (+/- 180 meters Scaled)
 BG3677
 BG3677                          SUPERSEDED SURVEY CONTROL
 BG3677
 BG3677.No superseded survey control is available for this station.
 BG3677
 BG3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU914704(NAD 83)
 BG3677_MARKER: DJ = TIDAL STATION DISK
 BG3677_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3677_SP_SET: CULVERT HEADWALL
 BG3677_STAMPING: 9791 F 1984
 BG3677_MARK LOGO: NOS   
 BG3677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3677+STABILITY: SURFACE MOTION
 BG3677
 BG3677  HISTORY     - Date     Condition        Report By
 BG3677  HISTORY     - 1984     MONUMENTED       FLDNR
 BG3677
 BG3677                          STATION DESCRIPTION
 BG3677
 BG3677'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3677'4.8 MI SOUTH FROM AVALON BEACH.
 BG3677'BEGIN AT THE INTERCHANGE OF INTERSTATE 10 AND COUNTY ROAD 281, GO 3.85
 BG3677'MILES SOUTH ON C 281 TO ITS JUNCTION WITH COUNTY ROAD 191, GO 0.95
 BG3677'MILE SOUTHWEST ON C 291 TO THE MARK.  THE MARK IS SET IN THE TOP OF A
 BG3677'CULVERT HEADWALL, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND
 BG3677'4 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BG3677'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4535 ***********************************************************************
 BG4535  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4535  DESIGNATION -  872 9793 A TIDAL
 BG4535  PID         -  BG4535
 BG4535  STATE/COUNTY-  FL/SANTA ROSA
 BG4535  USGS QUAD   -  MILTON SOUTH (1987)
 BG4535
 BG4535                         *CURRENT SURVEY CONTROL
 BG4535  ___________________________________________________________________
 BG4535* NAD 83(1986)-  30 32 46.     (N)    087 06 14.     (W)     SCALED    
 BG4535* NAVD 88     -         2.993  (meters)       9.82   (feet)  ADJUSTED  
 BG4535  ___________________________________________________________________
 BG4535  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG4535  DYNAMIC HT  -           2.989 (meters)       9.81  (feet)  COMP
 BG4535  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 BG4535
 BG4535  VERT ORDER  -  SECOND    CLASS I
 BG4535
 BG4535.The horizontal coordinates were scaled from a topographic map and have
 BG4535.an estimated accuracy of +/- 6 seconds.
 BG4535
 BG4535.The orthometric height was determined by differential leveling
 BG4535.and adjusted by the National Geodetic Survey in June 1991..
 BG4535
 BG4535.This Tidal Bench Mark is designated as VM 10239
 BG4535.by the Center for Operational Oceanographic Products and Services.
 BG4535
 BG4535.The geoid height was determined by GEOID03.
 BG4535
 BG4535.The dynamic height is computed by dividing the NAVD 88
 BG4535.geopotential number by the normal gravity value computed on the
 BG4535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4535.degrees latitude (g = 980.6199 gals.).
 BG4535
 BG4535.The modeled gravity was interpolated from observed gravity values.
 BG4535
 BG4535;                    North         East    Units  Estimated Accuracy
 BG4535;SPC FL N     -   174,240.      350,180.      MT  (+/- 180 meters Scaled)
 BG4535
 BG4535                          SUPERSEDED SURVEY CONTROL
 BG4535
 BG4535.No superseded survey control is available for this station.
 BG4535
 BG4535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU900793(NAD 83)
 BG4535_MARKER: DJ = TIDAL STATION DISK
 BG4535_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4535+WITH SETTING: PAVEMENT
 BG4535_SP_SET: CONCRETE PORCH
 BG4535_STAMPING: 9793 A 1977
 BG4535_MARK LOGO: NOS   
 BG4535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4535+STABILITY: SURFACE MOTION
 BG4535
 BG4535  HISTORY     - Date     Condition        Report By
 BG4535  HISTORY     - 1977     MONUMENTED       NOS
 BG4535  HISTORY     - 1985     GOOD             FLDNR
 BG4535
 BG4535                          STATION DESCRIPTION
 BG4535
 BG4535'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4535'2.15 MI NW FROM AVALON BEACH.
 BG4535'BEGIN AT THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND STATE ROAD 281.
 BG4535'GO 0.7 MILE NORTH ON STATE ROAD 281 TO THE JUNCTION OF COUNTY ROAD
 BG4535'C-281A, GO 1.3 MILES WEST AND NORTH ON C-281A TO SAN MIGUEL STREET,
 BG4535'GO 0.15 MILE EAST ON SAN MIGUEL STREET TO HOUSE 1509 AND THE MARK.
 BG4535'THE MARK IS SET IN THE BACK PORCH OF THE HOUSE, 79.6 FEET NORTH OF
 BG4535'THE CENTERLINE OF THE STREET, 11.2 FEET NORTHWEST OF THE NORTHWEST
 BG4535'CORNER OF THE HOUSE, 2.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BG4535'THE WORKSHOP, 2.7 FEET SOUTHWEST OF THE STEPS LEADING TO THE
 BG4535'BULKHEAD, AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4536 ***********************************************************************
 BG4536  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4536  DESIGNATION -  872 9793 B TIDAL
 BG4536  PID         -  BG4536
 BG4536  STATE/COUNTY-  FL/SANTA ROSA
 BG4536  USGS QUAD   -  MILTON SOUTH (1987)
 BG4536
 BG4536                         *CURRENT SURVEY CONTROL
 BG4536  ___________________________________________________________________
 BG4536* NAD 83(1986)-  30 32 46.     (N)    087 06 16.     (W)     SCALED    
 BG4536* NAVD 88     -         2.747  (meters)       9.01   (feet)  ADJUSTED  
 BG4536  ___________________________________________________________________
 BG4536  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG4536  DYNAMIC HT  -           2.743 (meters)       9.00  (feet)  COMP
 BG4536  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 BG4536
 BG4536  VERT ORDER  -  SECOND    CLASS I
 BG4536
 BG4536.The horizontal coordinates were scaled from a topographic map and have
 BG4536.an estimated accuracy of +/- 6 seconds.
 BG4536
 BG4536.The orthometric height was determined by differential leveling
 BG4536.and adjusted by the National Geodetic Survey in June 1991..
 BG4536
 BG4536.This Tidal Bench Mark is designated as VM 10240
 BG4536.by the Center for Operational Oceanographic Products and Services.
 BG4536
 BG4536.The geoid height was determined by GEOID03.
 BG4536
 BG4536.The dynamic height is computed by dividing the NAVD 88
 BG4536.geopotential number by the normal gravity value computed on the
 BG4536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4536.degrees latitude (g = 980.6199 gals.).
 BG4536
 BG4536.The modeled gravity was interpolated from observed gravity values.
 BG4536
 BG4536;                    North         East    Units  Estimated Accuracy
 BG4536;SPC FL N     -   174,240.      350,120.      MT  (+/- 180 meters Scaled)
 BG4536
 BG4536                          SUPERSEDED SURVEY CONTROL
 BG4536
 BG4536.No superseded survey control is available for this station.
 BG4536
 BG4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU899793(NAD 83)
 BG4536_MARKER: DJ = TIDAL STATION DISK
 BG4536_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4536_SP_SET: GALVANIZED STEEL ROD
 BG4536_STAMPING: 9793 B 1977
 BG4536_MARK LOGO: NOS   
 BG4536_PROJECTION: FLUSH
 BG4536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4536_ROD/PIPE-DEPTH: 12.2 meters
 BG4536
 BG4536  HISTORY     - Date     Condition        Report By
 BG4536  HISTORY     - 1977     MONUMENTED       NOS
 BG4536  HISTORY     - 1985     GOOD             FLDNR
 BG4536
 BG4536                          STATION DESCRIPTION
 BG4536
 BG4536'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4536'2.1 MI NW FROM AVALON BEACH.
 BG4536'BEGIN AT THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND STATE ROAD 281.
 BG4536'GO 0.7 MILE NORTH ON STATE ROAD 281 TO THE JUNCTION OF COUNTY ROAD
 BG4536'C-281A, GO 1.3 MILES WEST AND NORTH ON C-281A TO SAN MIGUEL STREET,
 BG4536'GO 0.1 MILE EAST ON SAN MIGUEL STREET TO THE MARK.  THE MARK BEARS
 BG4536'15.3 FEET NORTH OF THE CENTERLINE OF THE STREET, 40 FEET WEST OF THE
 BG4536'CENTERLINE OF THE DRIVE TO HOUSE 1505, 8.6 FEET SOUTHWEST OF A POWER
 BG4536'POLE WITH A WITNESS SIGN ATTACHED, AND IS BETWEEN 15TH AND 16TH
 BG4536'AVENUES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4537 ***********************************************************************
 BG4537  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4537  DESIGNATION -  872 9793 C TIDAL
 BG4537  PID         -  BG4537
 BG4537  STATE/COUNTY-  FL/SANTA ROSA
 BG4537  USGS QUAD   -  MILTON SOUTH (1987)
 BG4537
 BG4537                         *CURRENT SURVEY CONTROL
 BG4537  ___________________________________________________________________
 BG4537* NAD 83(1986)-  30 32 46.     (N)    087 06 21.     (W)     SCALED    
 BG4537* NAVD 88     -         2.243  (meters)       7.36   (feet)  ADJUSTED  
 BG4537  ___________________________________________________________________
 BG4537  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG4537  DYNAMIC HT  -           2.240 (meters)       7.35  (feet)  COMP
 BG4537  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 BG4537
 BG4537  VERT ORDER  -  SECOND    CLASS I
 BG4537
 BG4537.The horizontal coordinates were scaled from a topographic map and have
 BG4537.an estimated accuracy of +/- 6 seconds.
 BG4537
 BG4537.The orthometric height was determined by differential leveling
 BG4537.and adjusted by the National Geodetic Survey in June 1991..
 BG4537
 BG4537.This Tidal Bench Mark is designated as VM 10241
 BG4537.by the Center for Operational Oceanographic Products and Services.
 BG4537
 BG4537.The geoid height was determined by GEOID03.
 BG4537
 BG4537.The dynamic height is computed by dividing the NAVD 88
 BG4537.geopotential number by the normal gravity value computed on the
 BG4537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4537.degrees latitude (g = 980.6199 gals.).
 BG4537
 BG4537.The modeled gravity was interpolated from observed gravity values.
 BG4537
 BG4537;                    North         East    Units  Estimated Accuracy
 BG4537;SPC FL N     -   174,240.      349,990.      MT  (+/- 180 meters Scaled)
 BG4537
 BG4537                          SUPERSEDED SURVEY CONTROL
 BG4537
 BG4537.No superseded survey control is available for this station.
 BG4537
 BG4537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU898793(NAD 83)
 BG4537_MARKER: DJ = TIDAL STATION DISK
 BG4537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4537_SP_SET: CONCRETE POST
 BG4537_STAMPING: 9793 C 1977
 BG4537_MARK LOGO: NOS   
 BG4537_PROJECTION: FLUSH
 BG4537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4537+STABILITY: SURFACE MOTION
 BG4537
 BG4537  HISTORY     - Date     Condition        Report By
 BG4537  HISTORY     - 1977     MONUMENTED       NOS
 BG4537  HISTORY     - 1985     GOOD             FLDNR
 BG4537
 BG4537                          STATION DESCRIPTION
 BG4537
 BG4537'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4537'2.0 MI NW FROM AVALON BEACH.
 BG4537'BEGIN AT THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND STATE ROAD 281.
 BG4537'GO 0.7 MILE NORTH ON STATE ROAD 281 TO THE JUNCTION OF COUNTY ROAD
 BG4537'C-281A, GO 1.3 MILES WEST AND NORTH ON C-281A TO SAN MIGUEL STREET
 BG4537'AND THE MARK.  THE MARK BEARS 34.7 FEET EAST OF THE CENTERLINE OF
 BG4537'C-281A, 54.4 FEET NORTH OF THE CENTERLINE OF SAN MIGUEL STREET, AND
 BG4537'1.2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4538 ***********************************************************************
 BG4538  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4538  DESIGNATION -  872 9793 D TIDAL
 BG4538  PID         -  BG4538
 BG4538  STATE/COUNTY-  FL/SANTA ROSA
 BG4538  USGS QUAD   -  MILTON SOUTH (1987)
 BG4538
 BG4538                         *CURRENT SURVEY CONTROL
 BG4538  ___________________________________________________________________
 BG4538* NAD 83(1986)-  30 32 59.     (N)    087 06 21.     (W)     SCALED    
 BG4538* NAVD 88     -         3.446  (meters)      11.31   (feet)  ADJUSTED  
 BG4538  ___________________________________________________________________
 BG4538  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG4538  DYNAMIC HT  -           3.441 (meters)      11.29  (feet)  COMP
 BG4538  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BG4538
 BG4538  VERT ORDER  -  SECOND    CLASS I
 BG4538
 BG4538.The horizontal coordinates were scaled from a topographic map and have
 BG4538.an estimated accuracy of +/- 6 seconds.
 BG4538
 BG4538.The orthometric height was determined by differential leveling
 BG4538.and adjusted by the National Geodetic Survey in June 1991..
 BG4538
 BG4538.This Tidal Bench Mark is designated as VM 10242
 BG4538.by the Center for Operational Oceanographic Products and Services.
 BG4538
 BG4538.The geoid height was determined by GEOID03.
 BG4538
 BG4538.The dynamic height is computed by dividing the NAVD 88
 BG4538.geopotential number by the normal gravity value computed on the
 BG4538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4538.degrees latitude (g = 980.6199 gals.).
 BG4538
 BG4538.The modeled gravity was interpolated from observed gravity values.
 BG4538
 BG4538;                    North         East    Units  Estimated Accuracy
 BG4538;SPC FL N     -   174,640.      350,000.      MT  (+/- 180 meters Scaled)
 BG4538
 BG4538                          SUPERSEDED SURVEY CONTROL
 BG4538
 BG4538.No superseded survey control is available for this station.
 BG4538
 BG4538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU898797(NAD 83)
 BG4538_MARKER: DD = SURVEY DISK
 BG4538_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4538_SP_SET: BRIDGE CURBING
 BG4538_STAMPING: 9793 D
 BG4538_MARK LOGO: FLDT  
 BG4538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4538
 BG4538  HISTORY     - Date     Condition        Report By
 BG4538  HISTORY     - UNK      MONUMENTED       FLDT
 BG4538  HISTORY     - 1985     GOOD             FLDNR
 BG4538
 BG4538                          STATION DESCRIPTION
 BG4538
 BG4538'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4538'2.15 MI NW FROM AVALON BEACH.
 BG4538'BEGIN AT THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND STATE ROAD 281.
 BG4538'GO 0.7 MILE NORTH ON STATE ROAD 281 TO THE JUNCTION OF COUNTY ROAD
 BG4538'C-281A, GO 2.15 MILES WEST AND NORTH ON C-281A TO A SMALL BRIDGE OVER
 BG4538'MULATTO BAYOU AND THE MARK.  THE MARK IS SET IN THE SOUTHEAST CORNER
 BG4538'OF THE BRIDGE, 13.5 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4539 ***********************************************************************
 BG4539  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4539  DESIGNATION -  872 9793 E TIDAL
 BG4539  PID         -  BG4539
 BG4539  STATE/COUNTY-  FL/SANTA ROSA
 BG4539  USGS QUAD   -  MILTON SOUTH (1987)
 BG4539
 BG4539                         *CURRENT SURVEY CONTROL
 BG4539  ___________________________________________________________________
 BG4539* NAD 83(1986)-  30 33 00.     (N)    087 06 22.     (W)     SCALED    
 BG4539* NAVD 88     -         3.616  (meters)      11.86   (feet)  ADJUSTED  
 BG4539  ___________________________________________________________________
 BG4539  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG4539  DYNAMIC HT  -           3.611 (meters)      11.85  (feet)  COMP
 BG4539  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BG4539
 BG4539  VERT ORDER  -  SECOND    CLASS I
 BG4539
 BG4539.The horizontal coordinates were scaled from a topographic map and have
 BG4539.an estimated accuracy of +/- 6 seconds.
 BG4539
 BG4539.The orthometric height was determined by differential leveling
 BG4539.and adjusted by the National Geodetic Survey in June 1991..
 BG4539
 BG4539.This Tidal Bench Mark is designated as VM 10243
 BG4539.by the Center for Operational Oceanographic Products and Services.
 BG4539
 BG4539.The geoid height was determined by GEOID03.
 BG4539
 BG4539.The dynamic height is computed by dividing the NAVD 88
 BG4539.geopotential number by the normal gravity value computed on the
 BG4539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4539.degrees latitude (g = 980.6199 gals.).
 BG4539
 BG4539.The modeled gravity was interpolated from observed gravity values.
 BG4539
 BG4539;                    North         East    Units  Estimated Accuracy
 BG4539;SPC FL N     -   174,670.      349,970.      MT  (+/- 180 meters Scaled)
 BG4539
 BG4539                          SUPERSEDED SURVEY CONTROL
 BG4539
 BG4539.No superseded survey control is available for this station.
 BG4539
 BG4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU898797(NAD 83)
 BG4539_MARKER: DD = SURVEY DISK
 BG4539_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4539_SP_SET: BRIDGE CURBING
 BG4539_STAMPING: 9793 E
 BG4539_MARK LOGO: FLDT  
 BG4539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4539
 BG4539  HISTORY     - Date     Condition        Report By
 BG4539  HISTORY     - UNK      MONUMENTED       FLDT
 BG4539  HISTORY     - 1985     GOOD             FLDNR
 BG4539
 BG4539                          STATION DESCRIPTION
 BG4539
 BG4539'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4539'2.15 MI NW FROM AVALON BEACH.
 BG4539'BEGIN AT THE INTERCHANGE OF INTERSTATE HIGHWAY 10 AND STATE ROAD 281.
 BG4539'GO 0.7 MILE NORTH ON STATE ROAD 281 TO THE JUNCTION OF COUNTY ROAD
 BG4539'C-281A, GO 2.15 MILES WEST AND NORTH ON C-281A TO A SMALL BRIDGE OVER
 BG4539'MULATTO BAYOU AND THE MARK.  THE MARK IS SET AT THE NORTHWEST CORNER
 BG4539'OF THE BRIDGE, 16.5 FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4574 ***********************************************************************
 BG4574  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4574  DESIGNATION -  872 9806 A TIDAL
 BG4574  PID         -  BG4574
 BG4574  STATE/COUNTY-  FL/ESCAMBIA
 BG4574  USGS QUAD   -  GULF BREEZE (1992)
 BG4574
 BG4574                         *CURRENT SURVEY CONTROL
 BG4574  ___________________________________________________________________
 BG4574* NAD 83(1986)-  30 20 03.     (N)    087 08 12.     (W)     SCALED    
 BG4574* NAVD 88     -         1.726  (meters)       5.66   (feet)  ADJUSTED  
 BG4574  ___________________________________________________________________
 BG4574  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4574  DYNAMIC HT  -           1.724 (meters)       5.66  (feet)  COMP
 BG4574  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BG4574
 BG4574  VERT ORDER  -  SECOND    CLASS I
 BG4574
 BG4574.The horizontal coordinates were scaled from a topographic map and have
 BG4574.an estimated accuracy of +/- 6 seconds.
 BG4574
 BG4574.The orthometric height was determined by differential leveling
 BG4574.and adjusted by the National Geodetic Survey in June 1991..
 BG4574
 BG4574.This Tidal Bench Mark is designated as VM 10245
 BG4574.by the Center for Operational Oceanographic Products and Services.
 BG4574
 BG4574.This Tidal Bench Mark is designated as VM 10256
 BG4574.by the Center for Operational Oceanographic Products and Services.
 BG4574
 BG4574.The geoid height was determined by GEOID03.
 BG4574
 BG4574.The dynamic height is computed by dividing the NAVD 88
 BG4574.geopotential number by the normal gravity value computed on the
 BG4574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4574.degrees latitude (g = 980.6199 gals.).
 BG4574
 BG4574.The modeled gravity was interpolated from observed gravity values.
 BG4574
 BG4574;                    North         East    Units  Estimated Accuracy
 BG4574;SPC FL N     -   150,820.      346,490.      MT  (+/- 180 meters Scaled)
 BG4574
 BG4574                          SUPERSEDED SURVEY CONTROL
 BG4574
 BG4574.No superseded survey control is available for this station.
 BG4574
 BG4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU868558(NAD 83)
 BG4574_MARKER: DJ = TIDAL STATION DISK
 BG4574_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4574+WITH SETTING: PAVEMENT
 BG4574_SP_SET: CONCRETE BASE
 BG4574_STAMPING: 9806 A 1977
 BG4574_MARK LOGO: NOS   
 BG4574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4574+STABILITY: SURFACE MOTION
 BG4574
 BG4574  HISTORY     - Date     Condition        Report By
 BG4574  HISTORY     - 1977     MONUMENTED       NOS
 BG4574  HISTORY     - 1985     GOOD             FLDNR
 BG4574  HISTORY     - 1986     GOOD             FLDNR
 BG4574
 BG4574                          STATION DESCRIPTION
 BG4574
 BG4574'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4574'IN PENSACOLA BEACH.
 BG4574'THE MARK IS AT THE HOWARD JOHNSONS MOTEL, SET IN THE BASE FOR THE
 BG4574'MOTEL SIGN, 42.1 FEET SOUTH OF THE CENTERLINE OF STATE ROAD C-399, 49
 BG4574'FEET EAST OF A LIGHT POLE IN THE PARKING LOT, 27 FEET SOUTHWEST OF A
 BG4574'FIRE HYDRANT, AND 2 FEET WEST OF THE WEST EDGE OF THE CONCRETE BASE
 BG4574'FOR THE SIGN.
 BG4574
 BG4574                          STATION RECOVERY (1986)
 BG4574
 BG4574'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4571 ***********************************************************************
 BG4571  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4571  DESIGNATION -  872 9806 CC TIDAL
 BG4571  PID         -  BG4571
 BG4571  STATE/COUNTY-  FL/ESCAMBIA
 BG4571  USGS QUAD   -  GULF BREEZE (1992)
 BG4571
 BG4571                         *CURRENT SURVEY CONTROL
 BG4571  ___________________________________________________________________
 BG4571* NAD 83(1986)-  30 20 03.     (N)    087 08 23.     (W)     SCALED    
 BG4571* NAVD 88     -         3.284  (meters)      10.77   (feet)  ADJUSTED  
 BG4571  ___________________________________________________________________
 BG4571  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4571  DYNAMIC HT  -           3.280 (meters)      10.76  (feet)  COMP
 BG4571  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BG4571
 BG4571  VERT ORDER  -  SECOND    CLASS I
 BG4571
 BG4571.The horizontal coordinates were scaled from a topographic map and have
 BG4571.an estimated accuracy of +/- 6 seconds.
 BG4571
 BG4571.The orthometric height was determined by differential leveling
 BG4571.and adjusted by the National Geodetic Survey in June 1991..
 BG4571
 BG4571.This Tidal Bench Mark is designated as VM 10250
 BG4571.by the Center for Operational Oceanographic Products and Services.
 BG4571
 BG4571.The geoid height was determined by GEOID03.
 BG4571
 BG4571.The dynamic height is computed by dividing the NAVD 88
 BG4571.geopotential number by the normal gravity value computed on the
 BG4571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4571.degrees latitude (g = 980.6199 gals.).
 BG4571
 BG4571.The modeled gravity was interpolated from observed gravity values.
 BG4571
 BG4571;                    North         East    Units  Estimated Accuracy
 BG4571;SPC FL N     -   150,830.      346,200.      MT  (+/- 180 meters Scaled)
 BG4571
 BG4571                          SUPERSEDED SURVEY CONTROL
 BG4571
 BG4571.No superseded survey control is available for this station.
 BG4571
 BG4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU865558(NAD 83)
 BG4571_MARKER: DJ = TIDAL STATION DISK
 BG4571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG4571_SP_SET: CONCRETE BASE
 BG4571_STAMPING: 9806 CC 1984
 BG4571_MARK LOGO: NOS   
 BG4571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4571
 BG4571  HISTORY     - Date     Condition        Report By
 BG4571  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4571  HISTORY     - 1985     GOOD             FLDNR
 BG4571  HISTORY     - 1986     GOOD             FLDNR
 BG4571
 BG4571                          STATION DESCRIPTION
 BG4571
 BG4571'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4571'IN PENSACOLA BEACH.
 BG4571'THE MARK IS AT THE SANTA ROSA AUTHORITY, 6.2 FEET WEST OF THE NORTH
 BG4571'CORNER OF THE BUILDING, 25.1 FEET NORTHEAST OF THE SIDE DOOR, 31.6
 BG4571'FEET SOUTHWEST OF A LAMP POLE, AND IS SET IN THE NORTH CORNER OF THE
 BG4571'BASE FOR THE BUILDINGS AIR CONDITIONER.
 BG4571
 BG4571                          STATION RECOVERY (1986)
 BG4571
 BG4571'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4573 ***********************************************************************
 BG4573  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4573  DESIGNATION -  872 9806 DD TIDAL
 BG4573  PID         -  BG4573
 BG4573  STATE/COUNTY-  FL/ESCAMBIA
 BG4573  USGS QUAD   -  GULF BREEZE (1992)
 BG4573
 BG4573                         *CURRENT SURVEY CONTROL
 BG4573  ___________________________________________________________________
 BG4573* NAD 83(1986)-  30 20 03.     (N)    087 08 20.     (W)     SCALED    
 BG4573* NAVD 88     -         2.962  (meters)       9.72   (feet)  ADJUSTED  
 BG4573  ___________________________________________________________________
 BG4573  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4573  DYNAMIC HT  -           2.958 (meters)       9.70  (feet)  COMP
 BG4573  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BG4573
 BG4573  VERT ORDER  -  SECOND    CLASS I
 BG4573
 BG4573.The horizontal coordinates were scaled from a topographic map and have
 BG4573.an estimated accuracy of +/- 6 seconds.
 BG4573
 BG4573.The orthometric height was determined by differential leveling
 BG4573.and adjusted by the National Geodetic Survey in June 1991..
 BG4573
 BG4573.This Tidal Bench Mark is designated as VM 10251
 BG4573.by the Center for Operational Oceanographic Products and Services.
 BG4573
 BG4573.The geoid height was determined by GEOID03.
 BG4573
 BG4573.The dynamic height is computed by dividing the NAVD 88
 BG4573.geopotential number by the normal gravity value computed on the
 BG4573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4573.degrees latitude (g = 980.6199 gals.).
 BG4573
 BG4573.The modeled gravity was interpolated from observed gravity values.
 BG4573
 BG4573;                    North         East    Units  Estimated Accuracy
 BG4573;SPC FL N     -   150,830.      346,280.      MT  (+/- 180 meters Scaled)
 BG4573
 BG4573                          SUPERSEDED SURVEY CONTROL
 BG4573
 BG4573.No superseded survey control is available for this station.
 BG4573
 BG4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU866558(NAD 83)
 BG4573_MARKER: DJ = TIDAL STATION DISK
 BG4573_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4573+WITH SETTING: PAVEMENT
 BG4573_SP_SET: CONCRETE BASE
 BG4573_STAMPING: 9806 DD 1984
 BG4573_MARK LOGO: NOS   
 BG4573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4573+STABILITY: SURFACE MOTION
 BG4573
 BG4573  HISTORY     - Date     Condition        Report By
 BG4573  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4573  HISTORY     - 1985     GOOD             FLDNR
 BG4573  HISTORY     - 1986     GOOD             FLDNR
 BG4573
 BG4573                          STATION DESCRIPTION
 BG4573
 BG4573'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4573'IN PENSACOLA BEACH.
 BG4573'THE MARK IS ABOUT 250 FEET EAST OF THE SANTA ROSA AUTHORITY, 66.4
 BG4573'FEET NORTH OF THE CENTERLINE OF STATE ROAD C-399, 1.4 FEET SOUTHWEST
 BG4573'OF THE WESTERNMOST POWER POLE ON THE NORTH SIDE OF C-399, 41 FEET
 BG4573'SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, 30.9 FEET EAST-NORTHEAST
 BG4573'OF A LIGHT POLE, AND IS SET IN THE BASE FOR AN UNDERGROUND POWER
 BG4573'LINE.
 BG4573'THE MARK IS 2.5 FT ABOVE GROUND.
 BG4573
 BG4573                          STATION RECOVERY (1986)
 BG4573
 BG4573'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4572 ***********************************************************************
 BG4572  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4572  DESIGNATION -  872 9806 E TIDAL
 BG4572  PID         -  BG4572
 BG4572  STATE/COUNTY-  FL/ESCAMBIA
 BG4572  USGS QUAD   -  GULF BREEZE (1992)
 BG4572
 BG4572                         *CURRENT SURVEY CONTROL
 BG4572  ___________________________________________________________________
 BG4572* NAD 83(1986)-  30 20 03.     (N)    087 08 23.     (W)     SCALED    
 BG4572* NAVD 88     -         2.902  (meters)       9.52   (feet)  ADJUSTED  
 BG4572  ___________________________________________________________________
 BG4572  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4572  DYNAMIC HT  -           2.899 (meters)       9.51  (feet)  COMP
 BG4572  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BG4572
 BG4572  VERT ORDER  -  SECOND    CLASS I
 BG4572
 BG4572.The horizontal coordinates were scaled from a topographic map and have
 BG4572.an estimated accuracy of +/- 6 seconds.
 BG4572
 BG4572.The orthometric height was determined by differential leveling
 BG4572.and adjusted by the National Geodetic Survey in June 1991..
 BG4572
 BG4572.This Tidal Bench Mark is designated as VM 10249
 BG4572.by the Center for Operational Oceanographic Products and Services.
 BG4572
 BG4572.The geoid height was determined by GEOID03.
 BG4572
 BG4572.The dynamic height is computed by dividing the NAVD 88
 BG4572.geopotential number by the normal gravity value computed on the
 BG4572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4572.degrees latitude (g = 980.6199 gals.).
 BG4572
 BG4572.The modeled gravity was interpolated from observed gravity values.
 BG4572
 BG4572;                    North         East    Units  Estimated Accuracy
 BG4572;SPC FL N     -   150,830.      346,200.      MT  (+/- 180 meters Scaled)
 BG4572
 BG4572                          SUPERSEDED SURVEY CONTROL
 BG4572
 BG4572.No superseded survey control is available for this station.
 BG4572
 BG4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU865558(NAD 83)
 BG4572_MARKER: DJ = TIDAL STATION DISK
 BG4572_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4572_SP_SET: CONCRETE CURBING
 BG4572_STAMPING: 9806 E 1984
 BG4572_MARK LOGO: NOS   
 BG4572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4572
 BG4572  HISTORY     - Date     Condition        Report By
 BG4572  HISTORY     - 1984     MONUMENTED       NOS
 BG4572  HISTORY     - 1985     GOOD             FLDNR
 BG4572  HISTORY     - 1986     GOOD             FLDNR
 BG4572
 BG4572                          STATION DESCRIPTION
 BG4572
 BG4572'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4572'IN PENSACOLA BEACH.
 BG4572'THE MARK IS AT THE SANTA ROSA AUTHORITY, 23.4 FEET NORTH OF THE
 BG4572'CENTERLINE OF STATE ROAD C-399 WESTBOUND, 44.3 FEET SOUTH OF THE
 BG4572'SOUTHEAST CORNER OF THE SANTA ROSA AUTHORITY BUILDING, 64.4 FEET
 BG4572'SOUTHEAST OF A FLAGPOLE, AND IS SET IN THE CURBING AROUND THE PARKING
 BG4572'LOT.
 BG4572
 BG4572                          STATION RECOVERY (1986)
 BG4572
 BG4572'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4575 ***********************************************************************
 BG4575  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4575  DESIGNATION -  872 9806 EE TIDAL
 BG4575  PID         -  BG4575
 BG4575  STATE/COUNTY-  FL/ESCAMBIA
 BG4575  USGS QUAD   -  GULF BREEZE (1992)
 BG4575
 BG4575                         *CURRENT SURVEY CONTROL
 BG4575  ___________________________________________________________________
 BG4575* NAD 83(1986)-  30 20 06.     (N)    087 08 01.     (W)     SCALED    
 BG4575* NAVD 88     -         1.369  (meters)       4.49   (feet)  ADJUSTED  
 BG4575  ___________________________________________________________________
 BG4575  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4575  DYNAMIC HT  -           1.367 (meters)       4.48  (feet)  COMP
 BG4575  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BG4575
 BG4575  VERT ORDER  -  SECOND    CLASS I
 BG4575
 BG4575.The horizontal coordinates were scaled from a topographic map and have
 BG4575.an estimated accuracy of +/- 6 seconds.
 BG4575
 BG4575.The orthometric height was determined by differential leveling
 BG4575.and adjusted by the National Geodetic Survey in June 1991..
 BG4575
 BG4575.This Tidal Bench Mark is designated as VM 10252
 BG4575.by the Center for Operational Oceanographic Products and Services.
 BG4575
 BG4575.The geoid height was determined by GEOID03.
 BG4575
 BG4575.The dynamic height is computed by dividing the NAVD 88
 BG4575.geopotential number by the normal gravity value computed on the
 BG4575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4575.degrees latitude (g = 980.6199 gals.).
 BG4575
 BG4575.The modeled gravity was interpolated from observed gravity values.
 BG4575
 BG4575;                    North         East    Units  Estimated Accuracy
 BG4575;SPC FL N     -   150,910.      346,790.      MT  (+/- 180 meters Scaled)
 BG4575
 BG4575                          SUPERSEDED SURVEY CONTROL
 BG4575
 BG4575.No superseded survey control is available for this station.
 BG4575
 BG4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU871559(NAD 83)
 BG4575_MARKER: DJ = TIDAL STATION DISK
 BG4575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG4575_SP_SET: CONCRETE BOX DRAIN
 BG4575_STAMPING: 9806 EE 1984
 BG4575_MARK LOGO: NOS   
 BG4575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4575
 BG4575  HISTORY     - Date     Condition        Report By
 BG4575  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4575  HISTORY     - 1985     GOOD             FLDNR
 BG4575  HISTORY     - 1986     GOOD             FLDNR
 BG4575
 BG4575                          STATION DESCRIPTION
 BG4575
 BG4575'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4575'IN PENSACOLA BEACH.
 BG4575'THE MARK IS 0.3 MILE EAST OF THE SANTA ROSA AUTHORITY BUILDING, 28.8
 BG4575'FEET NORTH OF THE CENTERLINE OF STATE ROAD C-399, 33.9 FEET SOUTH OF
 BG4575'A POWER POLE WITH A LIGHT, AND 61.6 FEET SOUTH-SOUTHWEST OF THE
 BG4575'SOUTHWEST CORNER OF THE GULF AIRE MOTEL.
 BG4575'THE MARK IS 1 FT BELOW HIGHWAY.
 BG4575
 BG4575                          STATION RECOVERY (1986)
 BG4575
 BG4575'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4576 ***********************************************************************
 BG4576  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4576  DESIGNATION -  872 9806 FF TIDAL
 BG4576  PID         -  BG4576
 BG4576  STATE/COUNTY-  FL/ESCAMBIA
 BG4576  USGS QUAD   -  GULF BREEZE (1992)
 BG4576
 BG4576                         *CURRENT SURVEY CONTROL
 BG4576  ___________________________________________________________________
 BG4576* NAD 83(1986)-  30 20 05.     (N)    087 08 03.     (W)     SCALED    
 BG4576* NAVD 88     -         1.604  (meters)       5.26   (feet)  ADJUSTED  
 BG4576  ___________________________________________________________________
 BG4576  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4576  DYNAMIC HT  -           1.602 (meters)       5.26  (feet)  COMP
 BG4576  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BG4576
 BG4576  VERT ORDER  -  SECOND    CLASS I
 BG4576
 BG4576.The horizontal coordinates were scaled from a topographic map and have
 BG4576.an estimated accuracy of +/- 6 seconds.
 BG4576
 BG4576.The orthometric height was determined by differential leveling
 BG4576.and adjusted by the National Geodetic Survey in June 1991..
 BG4576
 BG4576.This Tidal Bench Mark is designated as VM 10253
 BG4576.by the Center for Operational Oceanographic Products and Services.
 BG4576
 BG4576.The geoid height was determined by GEOID03.
 BG4576
 BG4576.The dynamic height is computed by dividing the NAVD 88
 BG4576.geopotential number by the normal gravity value computed on the
 BG4576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4576.degrees latitude (g = 980.6199 gals.).
 BG4576
 BG4576.The modeled gravity was interpolated from observed gravity values.
 BG4576
 BG4576;                    North         East    Units  Estimated Accuracy
 BG4576;SPC FL N     -   150,880.      346,730.      MT  (+/- 180 meters Scaled)
 BG4576
 BG4576                          SUPERSEDED SURVEY CONTROL
 BG4576
 BG4576.No superseded survey control is available for this station.
 BG4576
 BG4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU871558(NAD 83)
 BG4576_MARKER: DJ = TIDAL STATION DISK
 BG4576_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4576_SP_SET: CONCRETE WALK
 BG4576_STAMPING: 9806 FF 1984
 BG4576_MARK LOGO: NOS   
 BG4576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4576
 BG4576  HISTORY     - Date     Condition        Report By
 BG4576  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4576  HISTORY     - 1985     GOOD             FLDNR
 BG4576  HISTORY     - 1986     GOOD             FLDNR
 BG4576
 BG4576                          STATION DESCRIPTION
 BG4576
 BG4576'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4576'IN PENSACOLA BEACH.
 BG4576'THE MARK IS AT THE SUNRAY MOTEL, 0.35 MILE EAST OF THE SANTA ROSA
 BG4576'AUTHORITY BUILDING, 37 FEET SOUTH OF THE CENTERLINE OF STATE ROAD
 BG4576'C-399, 9 FEET WEST OF THE CENTERLINE OF THE CENTRAL DRIVE TO THE
 BG4576'MOTEL, 1.1 FEET NORTHEAST OF A CONCRETE COLUMN, AND IS SET IN THE
 BG4576'CONCRETE WALK OF THE MOTEL.
 BG4576
 BG4576                          STATION RECOVERY (1986)
 BG4576
 BG4576'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1855 ***********************************************************************
 BG1855  DESIGNATION -  872 9806 TIDAL 2
 BG1855  PID         -  BG1855
 BG1855  STATE/COUNTY-  FL/ESCAMBIA
 BG1855  USGS QUAD   -  GULF BREEZE (1992)
 BG1855
 BG1855                         *CURRENT SURVEY CONTROL
 BG1855  ___________________________________________________________________
 BG1855* NAD 83(1986)-  30 19 57.     (N)    087 08 27.     (W)     SCALED    
 BG1855* NAVD 88     -         3.206  (meters)      10.52   (feet)  ADJUSTED  
 BG1855  ___________________________________________________________________
 BG1855  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG1855  DYNAMIC HT  -           3.202 (meters)      10.51  (feet)  COMP
 BG1855  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BG1855
 BG1855  VERT ORDER  -  SECOND    CLASS 0
 BG1855
 BG1855.The horizontal coordinates were scaled from a topographic map and have
 BG1855.an estimated accuracy of +/- 6 seconds.
 BG1855
 BG1855.The orthometric height was determined by differential leveling
 BG1855.and adjusted by the National Geodetic Survey in June 1991..
 BG1855
 BG1855.The geoid height was determined by GEOID03.
 BG1855
 BG1855.The dynamic height is computed by dividing the NAVD 88
 BG1855.geopotential number by the normal gravity value computed on the
 BG1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1855.degrees latitude (g = 980.6199 gals.).
 BG1855
 BG1855.The modeled gravity was interpolated from observed gravity values.
 BG1855
 BG1855;                    North         East    Units  Estimated Accuracy
 BG1855;SPC FL N     -   150,650.      346,080.      MT  (+/- 180 meters Scaled)
 BG1855
 BG1855                          SUPERSEDED SURVEY CONTROL
 BG1855
 BG1855  NGVD 29 (??/??/92)    3.29   (m)           10.8    (f) COMPUTED    2 0
 BG1855
 BG1855.Superseded values are not recommended for survey control.
 BG1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1855.See file dsdata.txt to determine how the superseded data were derived.
 BG1855
 BG1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU864556(NAD 83)
 BG1855_MARKER: DJ = TIDAL STATION DISK
 BG1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1855_SP_SET: CURB
 BG1855_STAMPING: NO 2 1934
 BG1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1855
 BG1855  HISTORY     - Date     Condition        Report By
 BG1855  HISTORY     - 1934     MONUMENTED       CGS
 BG1855
 BG1855                          STATION DESCRIPTION
 BG1855
 BG1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BG1855'AT SANTA ROSA ISLAND.
 BG1855'ON SANTA ROSA ISLAND, ESCAMBIA COUNTY, AT FISHING BEND ON SANTA
 BG1855'ROSA SOUND, AT THE NORTHEAST CORNER OF THE ROAD LEADING TO
 BG1855'PENSACOLA BEACH CASINO, 165 FEET NORTH OF THE CASINO, AND IN
 BG1855'THE TOP OF THE CURB.  A STANDARD DISK, STAMPED NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4567 ***********************************************************************
 BG4567  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4567  DESIGNATION -  872 9808 A TIDAL
 BG4567  PID         -  BG4567
 BG4567  STATE/COUNTY-  FL/ESCAMBIA
 BG4567  USGS QUAD   -  GULF BREEZE (1992)
 BG4567
 BG4567                         *CURRENT SURVEY CONTROL
 BG4567  ___________________________________________________________________
 BG4567* NAD 83(1986)-  30 20 11.     (N)    087 08 40.     (W)     SCALED    
 BG4567* NAVD 88     -         1.424  (meters)       4.67   (feet)  ADJUSTED  
 BG4567  ___________________________________________________________________
 BG4567  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4567  DYNAMIC HT  -           1.422 (meters)       4.67  (feet)  COMP
 BG4567  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BG4567
 BG4567  VERT ORDER  -  SECOND    CLASS I
 BG4567
 BG4567.The horizontal coordinates were scaled from a topographic map and have
 BG4567.an estimated accuracy of +/- 6 seconds.
 BG4567
 BG4567.The orthometric height was determined by differential leveling
 BG4567.and adjusted by the National Geodetic Survey in June 1991..
 BG4567
 BG4567.This Tidal Bench Mark is designated as VM 10254
 BG4567.by the Center for Operational Oceanographic Products and Services.
 BG4567
 BG4567.The geoid height was determined by GEOID03.
 BG4567
 BG4567.The dynamic height is computed by dividing the NAVD 88
 BG4567.geopotential number by the normal gravity value computed on the
 BG4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4567.degrees latitude (g = 980.6199 gals.).
 BG4567
 BG4567.The modeled gravity was interpolated from observed gravity values.
 BG4567
 BG4567;                    North         East    Units  Estimated Accuracy
 BG4567;SPC FL N     -   151,080.      345,750.      MT  (+/- 180 meters Scaled)
 BG4567
 BG4567                          SUPERSEDED SURVEY CONTROL
 BG4567
 BG4567.No superseded survey control is available for this station.
 BG4567
 BG4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU861560(NAD 83)
 BG4567_MARKER: DJ = TIDAL STATION DISK
 BG4567_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4567+WITH SETTING: PAVEMENT
 BG4567_SP_SET: CONCRETE BASE
 BG4567_STAMPING: 9808 A 1977
 BG4567_MARK LOGO: NOS   
 BG4567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4567+STABILITY: SURFACE MOTION
 BG4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4567+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 BG4567
 BG4567  HISTORY     - Date     Condition        Report By
 BG4567  HISTORY     - 1977     MONUMENTED       NOS
 BG4567  HISTORY     - 1985     GOOD             FLDNR
 BG4567  HISTORY     - 1986     GOOD             FLDNR
 BG4567  HISTORY     - 20040526 GOOD             DEWDAV
 BG4567
 BG4567                          STATION DESCRIPTION
 BG4567
 BG4567'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4567'IN PENSACOLA BEACH.
 BG4567'THE MARK IS 0.7 MILE SOUTH OF THE STATE ROAD C-399 BRIDGE OVER SANTA
 BG4567'ROSA SOUND, AT A UNION 76 GAS STATION, 58 FEET WEST OF THE CENTERLINE
 BG4567'OF C-399, 43.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ELK LODGE
 BG4567'2256, 9 FEET SOUTHWEST OF A CONCRETE LIGHT POLE, 6.4 FEET NORTHEAST
 BG4567'OF A STEEL LIGHT POLE, AND IS SET IN THE BASE FOR THE UNION 76 SIGN.
 BG4567
 BG4567                          STATION RECOVERY (1986)
 BG4567
 BG4567'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4567'RECOVERED IN GOOD CONDITION.
 BG4567
 BG4567                          STATION RECOVERY (2004)
 BG4567
 BG4567'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BG4567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4568 ***********************************************************************
 BG4568  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4568  DESIGNATION -  872 9808 B TIDAL
 BG4568  PID         -  BG4568
 BG4568  STATE/COUNTY-  FL/ESCAMBIA
 BG4568  USGS QUAD   -  GULF BREEZE (1992)
 BG4568
 BG4568                         *CURRENT SURVEY CONTROL
 BG4568  ___________________________________________________________________
 BG4568* NAD 83(1986)-  30 20 06.     (N)    087 08 35.     (W)     SCALED    
 BG4568* NAVD 88     -         1.619  (meters)       5.31   (feet)  ADJUSTED  
 BG4568  ___________________________________________________________________
 BG4568  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4568  DYNAMIC HT  -           1.617 (meters)       5.31  (feet)  COMP
 BG4568  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BG4568
 BG4568  VERT ORDER  -  SECOND    CLASS I
 BG4568
 BG4568.The horizontal coordinates were scaled from a topographic map and have
 BG4568.an estimated accuracy of +/- 6 seconds.
 BG4568
 BG4568.The orthometric height was determined by differential leveling
 BG4568.and adjusted by the National Geodetic Survey in June 1991..
 BG4568
 BG4568.This Tidal Bench Mark is designated as VM 10247
 BG4568.by the Center for Operational Oceanographic Products and Services.
 BG4568
 BG4568.This Tidal Bench Mark is designated as VM 10255
 BG4568.by the Center for Operational Oceanographic Products and Services.
 BG4568
 BG4568.The geoid height was determined by GEOID03.
 BG4568
 BG4568.The dynamic height is computed by dividing the NAVD 88
 BG4568.geopotential number by the normal gravity value computed on the
 BG4568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4568.degrees latitude (g = 980.6199 gals.).
 BG4568
 BG4568.The modeled gravity was interpolated from observed gravity values.
 BG4568
 BG4568;                    North         East    Units  Estimated Accuracy
 BG4568;SPC FL N     -   150,930.      345,880.      MT  (+/- 180 meters Scaled)
 BG4568
 BG4568                          SUPERSEDED SURVEY CONTROL
 BG4568
 BG4568.No superseded survey control is available for this station.
 BG4568
 BG4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU862559(NAD 83)
 BG4568_MARKER: DJ = TIDAL STATION DISK
 BG4568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG4568_SP_SET: COPPER-CLAD STEEL ROD
 BG4568_STAMPING: 9808 B 1977
 BG4568_MARK LOGO: NOS   
 BG4568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4568
 BG4568  HISTORY     - Date     Condition        Report By
 BG4568  HISTORY     - 1977     MONUMENTED       NOS
 BG4568  HISTORY     - 1985     GOOD             FLDNR
 BG4568  HISTORY     - 1986     GOOD             FLDNR
 BG4568  HISTORY     - 20030606 MARK NOT FOUND   USPSQD
 BG4568  HISTORY     - 20040721 MARK NOT FOUND   USPSQD
 BG4568
 BG4568                          STATION DESCRIPTION
 BG4568
 BG4568'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4568'IN PENSACOLA BEACH.
 BG4568'THE MARK IS 0.75 MILE SOUTH OF THE STATE ROAD C-399 BRIDGE OVER SANTA
 BG4568'ROSA SOUND, IN A TRIANGULAR TRAFFIC ISLAND, ACROSS THE STREET FROM
 BG4568'THE MAI-KAI APARTMENTS, 40.7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 BG4568'C-399, 61.6 FEET SOUTH OF THE NORTH EDGE OF THE TRAFFIC ISLAND, 23.3
 BG4568'FEET EAST OF THE CENTERLINE OF FORT PICKENS DRIVE, 49.5 FEET
 BG4568'SOUTHEAST OF A LIGHT POLE, AND IS SET ATOP A COPPER-COATED STEEL ROD
 BG4568'DRIVEN TO REFUSAL.
 BG4568
 BG4568                          STATION RECOVERY (1986)
 BG4568
 BG4568'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4568'RECOVERED IN GOOD CONDITION.
 BG4568
 BG4568                          STATION RECOVERY (2003)
 BG4568
 BG4568'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4568'MARK NOT FOUND.
 BG4568
 BG4568                          STATION RECOVERY (2004)
 BG4568
 BG4568'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG4568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4570 ***********************************************************************
 BG4570  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4570  DESIGNATION -  872 9808 CC TIDAL
 BG4570  PID         -  BG4570
 BG4570  STATE/COUNTY-  FL/ESCAMBIA
 BG4570  USGS QUAD   -  GULF BREEZE (1992)
 BG4570
 BG4570                         *CURRENT SURVEY CONTROL
 BG4570  ___________________________________________________________________
 BG4570* NAD 83(1986)-  30 19 56.     (N)    087 08 25.     (W)     SCALED    
 BG4570* NAVD 88     -         3.999  (meters)      13.12   (feet)  ADJUSTED  
 BG4570  ___________________________________________________________________
 BG4570  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4570  DYNAMIC HT  -           3.994 (meters)      13.10  (feet)  COMP
 BG4570  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BG4570
 BG4570  VERT ORDER  -  SECOND    CLASS I
 BG4570
 BG4570.The horizontal coordinates were scaled from a topographic map and have
 BG4570.an estimated accuracy of +/- 6 seconds.
 BG4570
 BG4570.The orthometric height was determined by differential leveling
 BG4570.and adjusted by the National Geodetic Survey in June 1991..
 BG4570
 BG4570.This Tidal Bench Mark is designated as VM 16543
 BG4570.by the Center for Operational Oceanographic Products and Services.
 BG4570
 BG4570.The geoid height was determined by GEOID03.
 BG4570
 BG4570.The dynamic height is computed by dividing the NAVD 88
 BG4570.geopotential number by the normal gravity value computed on the
 BG4570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4570.degrees latitude (g = 980.6199 gals.).
 BG4570
 BG4570.The modeled gravity was interpolated from observed gravity values.
 BG4570
 BG4570;                    North         East    Units  Estimated Accuracy
 BG4570;SPC FL N     -   150,610.      346,140.      MT  (+/- 180 meters Scaled)
 BG4570
 BG4570                          SUPERSEDED SURVEY CONTROL
 BG4570
 BG4570.No superseded survey control is available for this station.
 BG4570
 BG4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU865556(NAD 83)
 BG4570_MARKER: DJ = TIDAL STATION DISK
 BG4570_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BG4570_SP_SET: CONCRETE FOOTING
 BG4570_STAMPING: 9808 CC 1984
 BG4570_MARK LOGO: NOS   
 BG4570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4570+STABILITY: SURFACE MOTION
 BG4570
 BG4570  HISTORY     - Date     Condition        Report By
 BG4570  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4570  HISTORY     - 1985     GOOD             FLDNR
 BG4570  HISTORY     - 1986     GOOD             FLDNR
 BG4570
 BG4570                          STATION DESCRIPTION
 BG4570
 BG4570'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4570'IN PENSACOLA BEACH.
 BG4570'THE MARK IS AT THE PENSACOLA PUBLIC BEACH, ABOUT 300 FEET EAST OF THE
 BG4570'PIER, 19.9 FEET SOUTH OF THE SOUTH CURB OF THE PARKING LOT, 3.9 FEET
 BG4570'SOUTH OF THE NORTHWEST CORNER OF A TWO-STORY CONCRETE BLOCK BUILDING
 BG4570'FOR TIFFANYS PIZZA, 0.7 FOOT WEST OF THE WEST WALL OF THE BUILDING,
 BG4570'AND 3.2 FEET EAST OF THE NORTHEAST CORNER OF DAMIANS SNACK BAR.
 BG4570
 BG4570                          STATION RECOVERY (1986)
 BG4570
 BG4570'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4569 ***********************************************************************
 BG4569  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4569  DESIGNATION -  872 9808 DD TIDAL
 BG4569  PID         -  BG4569
 BG4569  STATE/COUNTY-  FL/ESCAMBIA
 BG4569  USGS QUAD   -  GULF BREEZE (1992)
 BG4569
 BG4569                         *CURRENT SURVEY CONTROL
 BG4569  ___________________________________________________________________
 BG4569* NAD 83(1986)-  30 20 04.     (N)    087 08 27.     (W)     SCALED    
 BG4569* NAVD 88     -         1.608  (meters)       5.28   (feet)  ADJUSTED  
 BG4569  ___________________________________________________________________
 BG4569  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4569  DYNAMIC HT  -           1.606 (meters)       5.27  (feet)  COMP
 BG4569  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BG4569
 BG4569  VERT ORDER  -  SECOND    CLASS I
 BG4569
 BG4569.The horizontal coordinates were scaled from a topographic map and have
 BG4569.an estimated accuracy of +/- 6 seconds.
 BG4569
 BG4569.The orthometric height was determined by differential leveling
 BG4569.and adjusted by the National Geodetic Survey in June 1991..
 BG4569
 BG4569.This Tidal Bench Mark is designated as VM 16544
 BG4569.by the Center for Operational Oceanographic Products and Services.
 BG4569
 BG4569.The geoid height was determined by GEOID03.
 BG4569
 BG4569.The dynamic height is computed by dividing the NAVD 88
 BG4569.geopotential number by the normal gravity value computed on the
 BG4569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4569.degrees latitude (g = 980.6199 gals.).
 BG4569
 BG4569.The modeled gravity was interpolated from observed gravity values.
 BG4569
 BG4569;                    North         East    Units  Estimated Accuracy
 BG4569;SPC FL N     -   150,860.      346,090.      MT  (+/- 180 meters Scaled)
 BG4569
 BG4569                          SUPERSEDED SURVEY CONTROL
 BG4569
 BG4569.No superseded survey control is available for this station.
 BG4569
 BG4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU864558(NAD 83)
 BG4569_MARKER: DJ = TIDAL STATION DISK
 BG4569_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4569+WITH SETTING: PAVEMENT
 BG4569_SP_SET: CONCRETE BASE
 BG4569_STAMPING: 9808 DD 1984
 BG4569_MARK LOGO: NOS   
 BG4569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4569+STABILITY: SURFACE MOTION
 BG4569
 BG4569  HISTORY     - Date     Condition        Report By
 BG4569  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4569  HISTORY     - 1985     GOOD             FLDNR
 BG4569  HISTORY     - 1986     GOOD             FLDNR
 BG4569  HISTORY     - 20030606 MARK NOT FOUND   USPSQD
 BG4569  HISTORY     - 20040721 MARK NOT FOUND   USPSQD
 BG4569
 BG4569                          STATION DESCRIPTION
 BG4569
 BG4569'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4569'IN PENSACOLA BEACH.
 BG4569'THE MARK IS NORTHEAST OF THE JUNCTION OF FORT PICKENS ROAD WITH STATE
 BG4569'ROAD C-399, SET IN THE CONCRETE BASE OF AN OLD SIGN, 148.1 FEET
 BG4569'NORTHEAST OF A TRAFFIC LIGHT POLE, 90.5 FEET WEST OF THE WEST CORNER
 BG4569'OF A 7-11 CONVENIENCE STORE, AND 4.9 FEET NORTHWEST OF THE 7-11 SIGN.
 BG4569
 BG4569                          STATION RECOVERY (1986)
 BG4569
 BG4569'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4569'RECOVERED IN GOOD CONDITION.
 BG4569
 BG4569                          STATION RECOVERY (2003)
 BG4569
 BG4569'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4569'MARK NOT FOUND.
 BG4569
 BG4569                          STATION RECOVERY (2004)
 BG4569
 BG4569'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG4569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4566 ***********************************************************************
 BG4566  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4566  DESIGNATION -  872 9808 EE TIDAL
 BG4566  PID         -  BG4566
 BG4566  STATE/COUNTY-  FL/ESCAMBIA
 BG4566  USGS QUAD   -  GULF BREEZE (1992)
 BG4566
 BG4566                         *CURRENT SURVEY CONTROL
 BG4566  ___________________________________________________________________
 BG4566* NAD 83(1986)-  30 20 12.     (N)    087 08 37.     (W)     SCALED    
 BG4566* NAVD 88     -         1.097  (meters)       3.60   (feet)  ADJUSTED  
 BG4566  ___________________________________________________________________
 BG4566  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4566  DYNAMIC HT  -           1.096 (meters)       3.60  (feet)  COMP
 BG4566  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BG4566
 BG4566  VERT ORDER  -  SECOND    CLASS I
 BG4566
 BG4566.The horizontal coordinates were scaled from a topographic map and have
 BG4566.an estimated accuracy of +/- 6 seconds.
 BG4566
 BG4566.The orthometric height was determined by differential leveling
 BG4566.and adjusted by the National Geodetic Survey in June 1991..
 BG4566
 BG4566.This Tidal Bench Mark is designated as VM 16545
 BG4566.by the Center for Operational Oceanographic Products and Services.
 BG4566
 BG4566.The geoid height was determined by GEOID03.
 BG4566
 BG4566.The dynamic height is computed by dividing the NAVD 88
 BG4566.geopotential number by the normal gravity value computed on the
 BG4566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4566.degrees latitude (g = 980.6199 gals.).
 BG4566
 BG4566.The modeled gravity was interpolated from observed gravity values.
 BG4566
 BG4566;                    North         East    Units  Estimated Accuracy
 BG4566;SPC FL N     -   151,110.      345,830.      MT  (+/- 180 meters Scaled)
 BG4566
 BG4566                          SUPERSEDED SURVEY CONTROL
 BG4566
 BG4566.No superseded survey control is available for this station.
 BG4566
 BG4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU861561(NAD 83)
 BG4566_MARKER: DJ = TIDAL STATION DISK
 BG4566_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4566_SP_SET: CONCRETE WALK
 BG4566_STAMPING: 9808 EE 1984
 BG4566_MARK LOGO: NOS   
 BG4566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4566
 BG4566  HISTORY     - Date     Condition        Report By
 BG4566  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4566  HISTORY     - 1985     GOOD             FLDNR
 BG4566  HISTORY     - 1986     GOOD             FLDNR
 BG4566
 BG4566                          STATION DESCRIPTION
 BG4566
 BG4566'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4566'IN PENSACOLA BEACH.
 BG4566'THE MARK IS 0.7 MILE SOUTH OF THE STATE ROAD C-399 BRIDGE OVER SANTA
 BG4566'ROSA SOUND, AT A PUBLIC PARK, 67 FEET EAST OF THE CENTERLINE OF C-399
 BG4566'NORTHBOUND, 7.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BG4566'BATHHOUSE, AND 29.3 FEET SOUTH-SOUTHWEST OF A LIGHT POLE.
 BG4566
 BG4566                          STATION RECOVERY (1986)
 BG4566
 BG4566'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4545 ***********************************************************************
 BG4545  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4545  DESIGNATION -  872 9816 A TIDAL
 BG4545  PID         -  BG4545
 BG4545  STATE/COUNTY-  FL/ESCAMBIA
 BG4545  USGS QUAD   -  PACE (1994)
 BG4545
 BG4545                         *CURRENT SURVEY CONTROL
 BG4545  ___________________________________________________________________
 BG4545* NAD 83(1986)-  30 30 45.     (N)    087 09 45.     (W)     SCALED    
 BG4545* NAVD 88     -         1.741  (meters)       5.71   (feet)  ADJUSTED  
 BG4545  ___________________________________________________________________
 BG4545  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG4545  DYNAMIC HT  -           1.739 (meters)       5.71  (feet)  COMP
 BG4545  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG4545
 BG4545  VERT ORDER  -  SECOND    CLASS I
 BG4545
 BG4545.The horizontal coordinates were scaled from a topographic map and have
 BG4545.an estimated accuracy of +/- 6 seconds.
 BG4545
 BG4545.The orthometric height was determined by differential leveling
 BG4545.and adjusted by the National Geodetic Survey in June 1991..
 BG4545
 BG4545.This Tidal Bench Mark is designated as VM 10260
 BG4545.by the Center for Operational Oceanographic Products and Services.
 BG4545
 BG4545.The geoid height was determined by GEOID03.
 BG4545
 BG4545.The dynamic height is computed by dividing the NAVD 88
 BG4545.geopotential number by the normal gravity value computed on the
 BG4545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4545.degrees latitude (g = 980.6199 gals.).
 BG4545
 BG4545.The modeled gravity was interpolated from observed gravity values.
 BG4545
 BG4545;                    North         East    Units  Estimated Accuracy
 BG4545;SPC FL N     -   170,640.      344,470.      MT  (+/- 180 meters Scaled)
 BG4545
 BG4545                          SUPERSEDED SURVEY CONTROL
 BG4545
 BG4545.No superseded survey control is available for this station.
 BG4545
 BG4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU844755(NAD 83)
 BG4545_MARKER: DJ = TIDAL STATION DISK
 BG4545_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4545+WITH SETTING: PAVEMENT
 BG4545_SP_SET: CONCRETE PAD
 BG4545_STAMPING: 9816 A 1977
 BG4545_MARK LOGO: NOS   
 BG4545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4545+STABILITY: SURFACE MOTION
 BG4545
 BG4545  HISTORY     - Date     Condition        Report By
 BG4545  HISTORY     - 1977     MONUMENTED       NOS
 BG4545  HISTORY     - 1985     GOOD             FLDNR
 BG4545
 BG4545                          STATION DESCRIPTION
 BG4545
 BG4545'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4545'9.0 MI NE FROM PENSACOLA.
 BG4545'BEGIN AT THE U.S. HIGHWAY 90 OVERPASS OF INTERSTATE HIGHWAY 10, GO
 BG4545'0.2 MILE NORTH ON U.S. 90 TO THE JUNCTION OF A DRIVE TO THE
 BG4545'WESTINGHOUSE EMPLOYEE RECREATION AREA, GO 0.1 MILE EAST ON THE DRIVE
 BG4545'TO THE REST ROOMS AND THE MARK.  THE MARK IS SET IN THE CONCRETE PAD
 BG4545'NEAR THE ENTRANCE TO THE LADIES REST ROOM, 3.7 FEET NORTHEAST OF THE
 BG4545'NORTHWEST CORNER OF THE REST ROOMS, 16 FEET SOUTHWEST OF AN 18-INCH
 BG4545'DIAMETER PINE TREE, 120 FEET EAST OF A CHAIN LINK FENCE, AND 75 FEET
 BG4545'NORTHWEST OF THE EDGE OF PENSACOLA BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3434 ***********************************************************************
 BG3434  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3434  DESIGNATION -  872 9816 B TIDAL
 BG3434  PID         -  BG3434
 BG3434  STATE/COUNTY-  FL/ESCAMBIA
 BG3434  USGS QUAD   -  PACE (1994)
 BG3434
 BG3434                         *CURRENT SURVEY CONTROL
 BG3434  ___________________________________________________________________
 BG3434* NAD 83(1986)-  30 30 44.     (N)    087 09 50.     (W)     SCALED    
 BG3434* NAVD 88     -         2.583  (meters)       8.47   (feet)  ADJUSTED  
 BG3434  ___________________________________________________________________
 BG3434  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG3434  DYNAMIC HT  -           2.579 (meters)       8.46  (feet)  COMP
 BG3434  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG3434
 BG3434  VERT ORDER  -  FIRST     CLASS II
 BG3434
 BG3434.The horizontal coordinates were scaled from a topographic map and have
 BG3434.an estimated accuracy of +/- 6 seconds.
 BG3434
 BG3434.The orthometric height was determined by differential leveling
 BG3434.and adjusted by the National Geodetic Survey in June 1991..
 BG3434
 BG3434.This Tidal Bench Mark is designated as VM 10261
 BG3434.by the Center for Operational Oceanographic Products and Services.
 BG3434
 BG3434.The geoid height was determined by GEOID03.
 BG3434
 BG3434.The dynamic height is computed by dividing the NAVD 88
 BG3434.geopotential number by the normal gravity value computed on the
 BG3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3434.degrees latitude (g = 980.6199 gals.).
 BG3434
 BG3434.The modeled gravity was interpolated from observed gravity values.
 BG3434
 BG3434;                    North         East    Units  Estimated Accuracy
 BG3434;SPC FL N     -   170,620.      344,330.      MT  (+/- 180 meters Scaled)
 BG3434
 BG3434                          SUPERSEDED SURVEY CONTROL
 BG3434
 BG3434  NGVD 29 (??/??/??)    2.529  (m)            8.30   (f) ADJUSTED    1 2
 BG3434
 BG3434.Superseded values are not recommended for survey control.
 BG3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3434.See file dsdata.txt to determine how the superseded data were derived.
 BG3434
 BG3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU842755(NAD 83)
 BG3434_MARKER: DJ = TIDAL STATION DISK
 BG3434_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3434_SP_SET: GALVANIZED STEEL ROD
 BG3434_STAMPING: 9816 B 1977
 BG3434_MARK LOGO: NOS   
 BG3434_PROJECTION: RECESSED 2 CENTIMETERS
 BG3434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3434_ROD/PIPE-DEPTH: 13.4 meters
 BG3434
 BG3434  HISTORY     - Date     Condition        Report By
 BG3434  HISTORY     - 1977     MONUMENTED       NOS
 BG3434  HISTORY     - 1980     GOOD             NGS
 BG3434  HISTORY     - 1985     GOOD             FLDNR
 BG3434
 BG3434                          STATION DESCRIPTION
 BG3434
 BG3434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BG3434'11.6 KM NE FROM PENSACOLA.
 BG3434'11.6 KILOMETERS (7.2 MILES) NORTHEAST ALONG U.S. HIGHWAY 90
 BG3434'FROM THE EAST END OF THE HIGHWAY BRIDGE OVER BAYOU TEXAR IN
 BG3434'PENSACOLA, 0.6 KILOMETERS (0.4 MILE) NORTH OF THE NORTH END
 BG3434'OF THE U.S. 90 BRIDGE OVER INTERSTATE 10, SET ON THE NORTH SIDE
 BG3434'OF A POWER POLE (NO NUMBER ON THE POWER POLE) NORTH OF THE
 BG3434'PAVED ROAD LEADING EAST INTO A SMALL PARK AND BOAT LAUNCH,
 BG3434'27.4 METERS (90 FEET) WEST OF THE NORTH METAL 6-FOOT GATE
 BG3434'POST FOR ENTRANCE INTO THE PARK, 8.8 METERS (29 FEET) NORTH
 BG3434'OF THE NORTH END OF A CONCRETE PIPE CULVERT UNDER THE PAVED
 BG3434'ENTRANCE ROAD TO THE PARK, 8.2 METERS (27 FEET) EAST OF THE
 BG3434'CENTER OF THE HIGHWAY, 2.62 METERS (8.6 FEET) NORTH OF THE
 BG3434'POWER POLE WITH A GUY WIRE.
 BG3434'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BG3434'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3434
 BG3434                          STATION RECOVERY (1985)
 BG3434
 BG3434'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG3434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4546 ***********************************************************************
 BG4546  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4546  DESIGNATION -  872 9816 D TIDAL
 BG4546  PID         -  BG4546
 BG4546  STATE/COUNTY-  FL/ESCAMBIA
 BG4546  USGS QUAD   -  PACE (1994)
 BG4546
 BG4546                         *CURRENT SURVEY CONTROL
 BG4546  ___________________________________________________________________
 BG4546* NAD 83(1986)-  30 30 51.     (N)    087 10 00.     (W)     SCALED    
 BG4546* NAVD 88     -         8.479  (meters)      27.82   (feet)  ADJUSTED  
 BG4546  ___________________________________________________________________
 BG4546  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG4546  DYNAMIC HT  -           8.468 (meters)      27.78  (feet)  COMP
 BG4546  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG4546
 BG4546  VERT ORDER  -  SECOND    CLASS I
 BG4546
 BG4546.The horizontal coordinates were scaled from a topographic map and have
 BG4546.an estimated accuracy of +/- 6 seconds.
 BG4546
 BG4546.The orthometric height was determined by differential leveling
 BG4546.and adjusted by the National Geodetic Survey in June 1991..
 BG4546
 BG4546.This Tidal Bench Mark is designated as VM 10262
 BG4546.by the Center for Operational Oceanographic Products and Services.
 BG4546
 BG4546.The geoid height was determined by GEOID03.
 BG4546
 BG4546.The dynamic height is computed by dividing the NAVD 88
 BG4546.geopotential number by the normal gravity value computed on the
 BG4546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4546.degrees latitude (g = 980.6199 gals.).
 BG4546
 BG4546.The modeled gravity was interpolated from observed gravity values.
 BG4546
 BG4546;                    North         East    Units  Estimated Accuracy
 BG4546;SPC FL N     -   170,840.      344,070.      MT  (+/- 180 meters Scaled)
 BG4546
 BG4546                          SUPERSEDED SURVEY CONTROL
 BG4546
 BG4546.No superseded survey control is available for this station.
 BG4546
 BG4546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU840757(NAD 83)
 BG4546_MARKER: DJ = TIDAL STATION DISK
 BG4546_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4546+WITH SETTING: PAVEMENT
 BG4546_SP_SET: CONCRETE BASE
 BG4546_STAMPING: 9816 D 1977
 BG4546_MARK LOGO: NOS   
 BG4546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4546+STABILITY: SURFACE MOTION
 BG4546
 BG4546  HISTORY     - Date     Condition        Report By
 BG4546  HISTORY     - 1977     MONUMENTED       NOS
 BG4546  HISTORY     - 1985     GOOD             FLDNR
 BG4546  HISTORY     - 19961221 GOOD             USPSQD
 BG4546
 BG4546                          STATION DESCRIPTION
 BG4546
 BG4546'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4546'9.1 MI NE FROM PENSACOLA.
 BG4546'BEGIN AT THE U.S. HIGHWAY 90 OVERPASS OF INTERSTATE HIGHWAY 10, GO
 BG4546'0.3 MILE NORTH ON U.S. 90 TO THE ENTRANCE TO THE WESTINGHOUSE PLANT,
 BG4546'GO 0.1 MILE WEST ON THE ENTRANCE ROAD TO THE LARGE WESTINGHOUSE SIGN
 BG4546'AND THE MARK.  THE MARK IS SET IN THE CENTER OF THE FOUNDATION FOR
 BG4546'THE THREE SUPPORTS FOR THE SIGN, 59.6 FEET SOUTHWEST OF THE
 BG4546'NORTHERNMOST DRIVE TO THE PLANT, AND 57 FEET NORTHEAST OF THE
 BG4546'SOUTHERNMOST DRIVE.
 BG4546
 BG4546                          STATION RECOVERY (1996)
 BG4546
 BG4546'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0270 ***********************************************************************
 BG0270  TIDAL BM    -  This is a Tidal Bench Mark.
 BG0270  DESIGNATION -  872 9816 TIDAL 1
 BG0270  PID         -  BG0270
 BG0270  STATE/COUNTY-  FL/ESCAMBIA
 BG0270  USGS QUAD   -  PACE (1994)
 BG0270
 BG0270                         *CURRENT SURVEY CONTROL
 BG0270  ___________________________________________________________________
 BG0270* NAD 83(1986)-  30 30 55.     (N)    087 09 42.     (W)     SCALED    
 BG0270* NAVD 88     -         1.348  (meters)       4.42   (feet)  ADJUSTED  
 BG0270  ___________________________________________________________________
 BG0270  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG0270  DYNAMIC HT  -           1.346 (meters)       4.42  (feet)  COMP
 BG0270  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 BG0270
 BG0270  VERT ORDER  -  FIRST     CLASS I
 BG0270
 BG0270.The horizontal coordinates were scaled from a topographic map and have
 BG0270.an estimated accuracy of +/- 6 seconds.
 BG0270
 BG0270.The orthometric height was determined by differential leveling
 BG0270.and adjusted by the National Geodetic Survey in June 1991..
 BG0270.WARNING-Repeat measurements at this control monument indicate possible
 BG0270.vertical movement.
 BG0270
 BG0270.This Tidal Bench Mark is designated as VM 17302
 BG0270.by the Center for Operational Oceanographic Products and Services.
 BG0270
 BG0270.The geoid height was determined by GEOID03.
 BG0270
 BG0270.The dynamic height is computed by dividing the NAVD 88
 BG0270.geopotential number by the normal gravity value computed on the
 BG0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0270.degrees latitude (g = 980.6199 gals.).
 BG0270
 BG0270.The modeled gravity was interpolated from observed gravity values.
 BG0270
 BG0270;                    North         East    Units  Estimated Accuracy
 BG0270;SPC FL N     -   170,950.      344,550.      MT  (+/- 180 meters Scaled)
 BG0270
 BG0270                          SUPERSEDED SURVEY CONTROL
 BG0270
 BG0270  NGVD 29 (??/??/??)    1.295  (m)            4.25   (f) ADJUSTED    1 1
 BG0270
 BG0270.Superseded values are not recommended for survey control.
 BG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0270.See file dsdata.txt to determine how the superseded data were derived.
 BG0270
 BG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU844758(NAD 83)
 BG0270_MARKER: DJ = TIDAL STATION DISK
 BG0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG0270_SP_SET: CONCRETE FILLED TILE
 BG0270_STAMPING: NO 2 1935
 BG0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0270
 BG0270  HISTORY     - Date     Condition        Report By
 BG0270  HISTORY     - 1935     MONUMENTED       CGS
 BG0270  HISTORY     - 1968     GOOD             NGS
 BG0270
 BG0270                          STATION DESCRIPTION
 BG0270
 BG0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0270'9 MI NE FROM PENSACOLA.
 BG0270'8.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0270'FROM THE STATION AT PENSACOLA, 73.5 FEET WEST SOUTHWEST OF THE
 BG0270'MIDDLE OF THE SOUTHWEST END OF A RAILROAD TRESTLE OVER ESCAMBIA
 BG0270'BAY, 40.0 FEET SOUTH OF TELEPHONE POLE NO. 4988, 16.0 FEET
 BG0270'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 10.5 FEET
 BG0270'NORTHWEST OF A SWITCH STAND AT THE NORTHEAST END OF A SIDING,
 BG0270'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, 1.7 FEET BELOW THE
 BG0270'LEVEL OF THE TRACKS AND IS A DISK SET IN THE TOP OF A 6-INCH
 BG0270'CONCRETE FILLED TILE PROJECTING 5-INCHES ABOVE THE SAND.  T 1 S,
 BG0270'R 29 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0273 ***********************************************************************
 BG0273  DESIGNATION -  872 9816 TIDAL 3 1951
 BG0273  PID         -  BG0273
 BG0273  STATE/COUNTY-  FL/ESCAMBIA
 BG0273  USGS QUAD   -  PACE (1994)
 BG0273
 BG0273                         *CURRENT SURVEY CONTROL
 BG0273  ___________________________________________________________________
 BG0273* NAD 83(1986)-  30 30 55.     (N)    087 09 41.     (W)     SCALED    
 BG0273* NAVD 88     -         1.016  (meters)       3.33   (feet)  ADJUSTED  
 BG0273  ___________________________________________________________________
 BG0273  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG0273  DYNAMIC HT  -           1.014 (meters)       3.33  (feet)  COMP
 BG0273  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 BG0273
 BG0273  VERT ORDER  -  FIRST     CLASS I
 BG0273
 BG0273.The horizontal coordinates were scaled from a topographic map and have
 BG0273.an estimated accuracy of +/- 6 seconds.
 BG0273
 BG0273.The orthometric height was determined by differential leveling
 BG0273.and adjusted by the National Geodetic Survey in June 1991..
 BG0273.WARNING-Repeat measurements at this control monument indicate possible
 BG0273.vertical movement.
 BG0273
 BG0273.The geoid height was determined by GEOID03.
 BG0273
 BG0273.The dynamic height is computed by dividing the NAVD 88
 BG0273.geopotential number by the normal gravity value computed on the
 BG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0273.degrees latitude (g = 980.6199 gals.).
 BG0273
 BG0273.The modeled gravity was interpolated from observed gravity values.
 BG0273
 BG0273;                    North         East    Units  Estimated Accuracy
 BG0273;SPC FL N     -   170,950.      344,580.      MT  (+/- 180 meters Scaled)
 BG0273
 BG0273                          SUPERSEDED SURVEY CONTROL
 BG0273
 BG0273  NGVD 29 (??/??/??)    0.973  (m)            3.19   (f) ADJUSTED    1 1
 BG0273
 BG0273.Superseded values are not recommended for survey control.
 BG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0273.See file dsdata.txt to determine how the superseded data were derived.
 BG0273
 BG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU845758(NAD 83)
 BG0273_MARKER: DJ = TIDAL STATION DISK
 BG0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG0273_SP_SET: CONCRETE FILLED TILE
 BG0273_STAMPING: NO 3 1935 RESET 19
 BG0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0273
 BG0273  HISTORY     - Date     Condition        Report By
 BG0273  HISTORY     - 1935     MONUMENTED       CGS
 BG0273  HISTORY     - 1968     GOOD             NGS
 BG0273  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 BG0273
 BG0273                          STATION DESCRIPTION
 BG0273
 BG0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0273'9 MI NE FROM PENSACOLA.
 BG0273'8.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0273'FROM THE STATION AT PENSACOLA, 212.0 FEET WEST SOUTHWEST OF
 BG0273'THE CENTER OF THE SOUTHWEST END OF A RAILROAD TRESTLE OVER
 BG0273'ESCAMBIA BAY, 44.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 BG0273'OF THE TRACKS, 25.5 FEET SOUTHWEST OF TELEPHONE POLE NO. 4989,
 BG0273'10.0 FEET EAST OF THE EAST CORNER OF A CONCRETE BLOCK BUILDING
 BG0273'(REST ROOMS FOR PICNIC AREA), 2.0 FEET BELOW THE LEVEL OF THE
 BG0273'TRACKS AND SET IN THE TP OF A 6-INCH CONCRETE FILLED TILE
 BG0273'10-INCHED BELOW THE SURFACE OF THE GROUND.  T 1S, R 29 W.
 BG0273'NOTE-- MARK WAS PREVIOUSLY DESIGNATED TIDAL 3-94 TIDAL 3 RESET
 BG0273'1951.
 BG0273
 BG0273                          STATION RECOVERY (1996)
 BG0273
 BG0273'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3609 ***********************************************************************
 BG3609  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3609  DESIGNATION -  872 9824 A TIDAL
 BG3609  PID         -  BG3609
 BG3609  STATE/COUNTY-  FL/SANTA ROSA
 BG3609  USGS QUAD   -  PACE (1994)
 BG3609
 BG3609                         *CURRENT SURVEY CONTROL
 BG3609  ___________________________________________________________________
 BG3609* NAD 83(1986)-  30 34 58.     (N)    087 10 44.     (W)     SCALED    
 BG3609* NAVD 88     -         3.670  (meters)      12.04   (feet)  ADJUSTED  
 BG3609  ___________________________________________________________________
 BG3609  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3609  DYNAMIC HT  -           3.665 (meters)      12.02  (feet)  COMP
 BG3609  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 BG3609
 BG3609  VERT ORDER  -  SECOND    CLASS I
 BG3609
 BG3609.The horizontal coordinates were scaled from a topographic map and have
 BG3609.an estimated accuracy of +/- 6 seconds.
 BG3609
 BG3609.The orthometric height was determined by differential leveling
 BG3609.and adjusted by the National Geodetic Survey in June 1991..
 BG3609
 BG3609.This Tidal Bench Mark is designated as VM 10263
 BG3609.by the Center for Operational Oceanographic Products and Services.
 BG3609
 BG3609.The geoid height was determined by GEOID03.
 BG3609
 BG3609.The dynamic height is computed by dividing the NAVD 88
 BG3609.geopotential number by the normal gravity value computed on the
 BG3609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3609.degrees latitude (g = 980.6199 gals.).
 BG3609
 BG3609.The modeled gravity was interpolated from observed gravity values.
 BG3609
 BG3609;                    North         East    Units  Estimated Accuracy
 BG3609;SPC FL N     -   178,470.      343,080.      MT  (+/- 180 meters Scaled)
 BG3609
 BG3609                          SUPERSEDED SURVEY CONTROL
 BG3609
 BG3609.No superseded survey control is available for this station.
 BG3609
 BG3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU828833(NAD 83)
 BG3609_MARKER: DJ = TIDAL STATION DISK
 BG3609_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3609_SP_SET: GALVANIZED STEEL ROD
 BG3609_STAMPING: 9824 A 1977
 BG3609_MARK LOGO: NOS   
 BG3609_PROJECTION: FLUSH
 BG3609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3609_ROD/PIPE-DEPTH: 12.2 meters
 BG3609
 BG3609  HISTORY     - Date     Condition        Report By
 BG3609  HISTORY     - 1977     MONUMENTED       NOS
 BG3609  HISTORY     - 1984     GOOD             FLDNR
 BG3609
 BG3609                          STATION DESCRIPTION
 BG3609
 BG3609'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3609'2.45 MI NNE FROM RIVERVIEW.
 BG3609'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE ESCAMBIA
 BG3609'RIVER, GO 2.45 MILES NORTH ON U.S. 90 TO THE NORTHERNMOST OF FIVE
 BG3609'BRIDGES OVER ESCAMBIA BAY AND THE MARK.  THE MARK IS ABOUT 250 FEET
 BG3609'NORTHEAST OF THE BRIDGE, 40 FEET NORTHEAST OF THE CENTER OF A MEDIAN
 BG3609'CROSSOVER, 34.3 FEET SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND
 BG3609'LANE, 30.9 FEET NORTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE, AND
 BG3609'1 FOOT SOUTH OF A WITNESS POST.
 BG3609'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3608 ***********************************************************************
 BG3608  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3608  DESIGNATION -  872 9824 B TIDAL FLDT
 BG3608  PID         -  BG3608
 BG3608  STATE/COUNTY-  FL/SANTA ROSA
 BG3608  USGS QUAD   -  PACE (1994)
 BG3608
 BG3608                         *CURRENT SURVEY CONTROL
 BG3608  ___________________________________________________________________
 BG3608* NAD 83(1986)-  30 34 54.     (N)    087 10 47.     (W)     SCALED    
 BG3608* NAVD 88     -         4.183  (meters)      13.72   (feet)  ADJUSTED  
 BG3608  ___________________________________________________________________
 BG3608  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3608  DYNAMIC HT  -           4.178 (meters)      13.71  (feet)  COMP
 BG3608  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 BG3608
 BG3608  VERT ORDER  -  SECOND    CLASS I
 BG3608
 BG3608.The horizontal coordinates were scaled from a topographic map and have
 BG3608.an estimated accuracy of +/- 6 seconds.
 BG3608
 BG3608.The orthometric height was determined by differential leveling
 BG3608.and adjusted by the National Geodetic Survey in June 1991..
 BG3608
 BG3608.This Tidal Bench Mark is designated as VM 10264
 BG3608.by the Center for Operational Oceanographic Products and Services.
 BG3608
 BG3608.The geoid height was determined by GEOID03.
 BG3608
 BG3608.The dynamic height is computed by dividing the NAVD 88
 BG3608.geopotential number by the normal gravity value computed on the
 BG3608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3608.degrees latitude (g = 980.6199 gals.).
 BG3608
 BG3608.The modeled gravity was interpolated from observed gravity values.
 BG3608
 BG3608;                    North         East    Units  Estimated Accuracy
 BG3608;SPC FL N     -   178,350.      343,000.      MT  (+/- 180 meters Scaled)
 BG3608
 BG3608                          SUPERSEDED SURVEY CONTROL
 BG3608
 BG3608.No superseded survey control is available for this station.
 BG3608
 BG3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU827832(NAD 83)
 BG3608_MARKER: DD = SURVEY DISK
 BG3608_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3608_SP_SET: BRIDGE WALKWAY
 BG3608_STAMPING: 9824 B
 BG3608_MARK LOGO: FLDT  
 BG3608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3608
 BG3608  HISTORY     - Date     Condition        Report By
 BG3608  HISTORY     - UNK      MONUMENTED       FLDT
 BG3608  HISTORY     - 1984     GOOD             FLDNR
 BG3608
 BG3608                          STATION DESCRIPTION
 BG3608
 BG3608'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3608'2.45 MI NNE FROM RIVERVIEW.
 BG3608'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE ESCAMBIA
 BG3608'RIVER, GO 2.45 MILES NORTH ON U.S. 90 TO THE NORTHERNMOST OF FIVE
 BG3608'BRIDGES OVER ESCAMBIA BAY AND THE MARK.  THE MARK IS SET IN THE BRIDGE
 BG3608'WALKWAY AT THE NORTH CORNER OF THE WESTBOUND BRIDGE, 16.9 FEET
 BG3608'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE, AND 0.9 FOOT
 BG3608'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE.
 BG3608'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3607 ***********************************************************************
 BG3607  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3607  DESIGNATION -  872 9824 C TIDAL FLDT
 BG3607  PID         -  BG3607
 BG3607  STATE/COUNTY-  FL/SANTA ROSA
 BG3607  USGS QUAD   -  PACE (1994)
 BG3607
 BG3607                         *CURRENT SURVEY CONTROL
 BG3607  ___________________________________________________________________
 BG3607* NAD 83(1986)-  30 34 54.     (N)    087 10 46.     (W)     SCALED    
 BG3607* NAVD 88     -         4.733  (meters)      15.53   (feet)  ADJUSTED  
 BG3607  ___________________________________________________________________
 BG3607  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3607  DYNAMIC HT  -           4.727 (meters)      15.51  (feet)  COMP
 BG3607  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 BG3607
 BG3607  VERT ORDER  -  SECOND    CLASS I
 BG3607
 BG3607.The horizontal coordinates were scaled from a topographic map and have
 BG3607.an estimated accuracy of +/- 6 seconds.
 BG3607
 BG3607.The orthometric height was determined by differential leveling
 BG3607.and adjusted by the National Geodetic Survey in June 1991..
 BG3607
 BG3607.This Tidal Bench Mark is designated as VM 10265
 BG3607.by the Center for Operational Oceanographic Products and Services.
 BG3607
 BG3607.The geoid height was determined by GEOID03.
 BG3607
 BG3607.The dynamic height is computed by dividing the NAVD 88
 BG3607.geopotential number by the normal gravity value computed on the
 BG3607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3607.degrees latitude (g = 980.6199 gals.).
 BG3607
 BG3607.The modeled gravity was interpolated from observed gravity values.
 BG3607
 BG3607;                    North         East    Units  Estimated Accuracy
 BG3607;SPC FL N     -   178,350.      343,020.      MT  (+/- 180 meters Scaled)
 BG3607
 BG3607                          SUPERSEDED SURVEY CONTROL
 BG3607
 BG3607.No superseded survey control is available for this station.
 BG3607
 BG3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU827832(NAD 83)
 BG3607_MARKER: DD = SURVEY DISK
 BG3607_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3607_SP_SET: BRIDGE RAILING
 BG3607_STAMPING: 9824 C
 BG3607_MARK LOGO: FLDT  
 BG3607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3607
 BG3607  HISTORY     - Date     Condition        Report By
 BG3607  HISTORY     - UNK      MONUMENTED       FLDT
 BG3607  HISTORY     - 1984     GOOD             FLDNR
 BG3607
 BG3607                          STATION DESCRIPTION
 BG3607
 BG3607'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3607'2.45 MI NNE FROM RIVERVIEW.
 BG3607'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE ESCAMBIA
 BG3607'RIVER, GO 2.45 MILES NORTH ON U.S. 90 TO THE NORTHERNMOST OF FIVE
 BG3607'BRIDGES OVER ESCAMBIA BAY AND THE MARK.  THE MARK IS SET IN THE TOP OF
 BG3607'THE BRIDGE RAIL AT THE NORTH CORNER OF THE EASTBOUND BRIDGE, 18.2 FEET
 BG3607'NORTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE.
 BG3607'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3606 ***********************************************************************
 BG3606  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3606  DESIGNATION -  872 9824 D TIDAL FLDT
 BG3606  PID         -  BG3606
 BG3606  STATE/COUNTY-  FL/SANTA ROSA
 BG3606  USGS QUAD   -  PACE (1994)
 BG3606
 BG3606                         *CURRENT SURVEY CONTROL
 BG3606  ___________________________________________________________________
 BG3606* NAD 83(1986)-  30 34 51.     (N)    087 10 47.     (W)     SCALED    
 BG3606* NAVD 88     -         4.743  (meters)      15.56   (feet)  ADJUSTED  
 BG3606  ___________________________________________________________________
 BG3606  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3606  DYNAMIC HT  -           4.737 (meters)      15.54  (feet)  COMP
 BG3606  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BG3606
 BG3606  VERT ORDER  -  SECOND    CLASS I
 BG3606
 BG3606.The horizontal coordinates were scaled from a topographic map and have
 BG3606.an estimated accuracy of +/- 6 seconds.
 BG3606
 BG3606.The orthometric height was determined by differential leveling
 BG3606.and adjusted by the National Geodetic Survey in June 1991..
 BG3606
 BG3606.This Tidal Bench Mark is designated as VM 10266
 BG3606.by the Center for Operational Oceanographic Products and Services.
 BG3606
 BG3606.The geoid height was determined by GEOID03.
 BG3606
 BG3606.The dynamic height is computed by dividing the NAVD 88
 BG3606.geopotential number by the normal gravity value computed on the
 BG3606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3606.degrees latitude (g = 980.6199 gals.).
 BG3606
 BG3606.The modeled gravity was interpolated from observed gravity values.
 BG3606
 BG3606;                    North         East    Units  Estimated Accuracy
 BG3606;SPC FL N     -   178,250.      342,990.      MT  (+/- 180 meters Scaled)
 BG3606
 BG3606                          SUPERSEDED SURVEY CONTROL
 BG3606
 BG3606.No superseded survey control is available for this station.
 BG3606
 BG3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU827831(NAD 83)
 BG3606_MARKER: DD = SURVEY DISK
 BG3606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3606_SP_SET: BRIDGE RAILING
 BG3606_STAMPING: 9824 D
 BG3606_MARK LOGO: FLDT  
 BG3606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3606
 BG3606  HISTORY     - Date     Condition        Report By
 BG3606  HISTORY     - UNK      MONUMENTED       FLDT
 BG3606  HISTORY     - 1984     GOOD             FLDNR
 BG3606
 BG3606                          STATION DESCRIPTION
 BG3606
 BG3606'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3606'2.45 MI NNE FROM RIVERVIEW.
 BG3606'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE ESCAMBIA
 BG3606'RIVER, GO 2.45 MILES NORTH ON U.S. 90 TO THE NORTHERNMOST OF FIVE
 BG3606'BRIDGES OVER ESCAMBIA BAY AND THE MARK.  THE MARK IS SET IN THE TOP OF
 BG3606'THE BRIDGE RAIL AT THE SOUTH CORNER OF THE EASTBOUND BRIDGE, 18.9 FEET
 BG3606'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE.
 BG3606'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3605 ***********************************************************************
 BG3605  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3605  DESIGNATION -  872 9824 E TIDAL FLDT
 BG3605  PID         -  BG3605
 BG3605  STATE/COUNTY-  FL/SANTA ROSA
 BG3605  USGS QUAD   -  PACE (1994)
 BG3605
 BG3605                         *CURRENT SURVEY CONTROL
 BG3605  ___________________________________________________________________
 BG3605* NAD 83(1986)-  30 34 51.     (N)    087 10 48.     (W)     SCALED    
 BG3605* NAVD 88     -         4.350  (meters)      14.27   (feet)  ADJUSTED  
 BG3605  ___________________________________________________________________
 BG3605  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3605  DYNAMIC HT  -           4.344 (meters)      14.25  (feet)  COMP
 BG3605  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BG3605
 BG3605  VERT ORDER  -  SECOND    CLASS I
 BG3605
 BG3605.The horizontal coordinates were scaled from a topographic map and have
 BG3605.an estimated accuracy of +/- 6 seconds.
 BG3605
 BG3605.The orthometric height was determined by differential leveling
 BG3605.and adjusted by the National Geodetic Survey in June 1991..
 BG3605
 BG3605.This Tidal Bench Mark is designated as VM 10267
 BG3605.by the Center for Operational Oceanographic Products and Services.
 BG3605
 BG3605.The geoid height was determined by GEOID03.
 BG3605
 BG3605.The dynamic height is computed by dividing the NAVD 88
 BG3605.geopotential number by the normal gravity value computed on the
 BG3605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3605.degrees latitude (g = 980.6199 gals.).
 BG3605
 BG3605.The modeled gravity was interpolated from observed gravity values.
 BG3605
 BG3605;                    North         East    Units  Estimated Accuracy
 BG3605;SPC FL N     -   178,260.      342,970.      MT  (+/- 180 meters Scaled)
 BG3605
 BG3605                          SUPERSEDED SURVEY CONTROL
 BG3605
 BG3605.No superseded survey control is available for this station.
 BG3605
 BG3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU827831(NAD 83)
 BG3605_MARKER: DD = SURVEY DISK
 BG3605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3605_SP_SET: BRIDGE CURBING
 BG3605_STAMPING: 9824 E
 BG3605_MARK LOGO: FLDT  
 BG3605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3605
 BG3605  HISTORY     - Date     Condition        Report By
 BG3605  HISTORY     - UNK      MONUMENTED       FLDT
 BG3605  HISTORY     - 1984     GOOD             FLDNR
 BG3605
 BG3605                          STATION DESCRIPTION
 BG3605
 BG3605'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3605'2.45 MI NNE FROM RIVERVIEW.
 BG3605'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE ESCAMBIA
 BG3605'RIVER, GO 2.45 MILES NORTH ON U.S. 90 TO THE NORTHERNMOST OF FIVE
 BG3605'BRIDGES OVER ESCAMBIA BAY AND THE MARK.  THE MARK IS SET IN THE BRIDGE
 BG3605'CURBING AT THE SOUTH CORNER OF THE WESTBOUND BRIDGE, 17.2 FEET
 BG3605'SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE.
 BG3605'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3592 ***********************************************************************
 BG3592  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3592  DESIGNATION -  872 9831 A TIDAL
 BG3592  PID         -  BG3592
 BG3592  STATE/COUNTY-  FL/ESCAMBIA
 BG3592  USGS QUAD   -  PACE (1994)
 BG3592
 BG3592                         *CURRENT SURVEY CONTROL
 BG3592  ___________________________________________________________________
 BG3592* NAD 83(1986)-  30 32 46.     (N)    087 11 45.     (W)     SCALED    
 BG3592* NAVD 88     -         1.371  (meters)       4.50   (feet)  ADJUSTED  
 BG3592  ___________________________________________________________________
 BG3592  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3592  DYNAMIC HT  -           1.370 (meters)       4.49  (feet)  COMP
 BG3592  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BG3592
 BG3592  VERT ORDER  -  SECOND    CLASS I
 BG3592
 BG3592.The horizontal coordinates were scaled from a topographic map and have
 BG3592.an estimated accuracy of +/- 6 seconds.
 BG3592
 BG3592.The orthometric height was determined by differential leveling
 BG3592.and adjusted by the National Geodetic Survey in June 1991..
 BG3592
 BG3592.This Tidal Bench Mark is designated as VM 10268
 BG3592.by the Center for Operational Oceanographic Products and Services.
 BG3592
 BG3592.The geoid height was determined by GEOID03.
 BG3592
 BG3592.The dynamic height is computed by dividing the NAVD 88
 BG3592.geopotential number by the normal gravity value computed on the
 BG3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3592.degrees latitude (g = 980.6199 gals.).
 BG3592
 BG3592.The modeled gravity was interpolated from observed gravity values.
 BG3592
 BG3592;                    North         East    Units  Estimated Accuracy
 BG3592;SPC FL N     -   174,440.      341,360.      MT  (+/- 180 meters Scaled)
 BG3592
 BG3592                          SUPERSEDED SURVEY CONTROL
 BG3592
 BG3592.No superseded survey control is available for this station.
 BG3592
 BG3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU812793(NAD 83)
 BG3592_MARKER: DJ = TIDAL STATION DISK
 BG3592_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3592_SP_SET: GALVANIZED STEEL ROD
 BG3592_STAMPING: 9831 A 1977
 BG3592_MARK LOGO: NOS   
 BG3592_PROJECTION: FLUSH
 BG3592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3592_ROD/PIPE-DEPTH: 12.2 meters
 BG3592
 BG3592  HISTORY     - Date     Condition        Report By
 BG3592  HISTORY     - 1977     MONUMENTED       NOS
 BG3592  HISTORY     - 1984     GOOD             FLDNR
 BG3592
 BG3592                          STATION DESCRIPTION
 BG3592
 BG3592'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3592'IN RIVERVIEW.
 BG3592'IN RIVERVIEW, NEAR THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER
 BG3592'THE ESCAMBIA RIVER.  THE MARK IS UNDERNEATH THE BRIDGE, 40.7 FEET
 BG3592'EAST-SOUTHEAST OF THE EASTERN EDGE OF THE EASTERNMOST BRIDGE TRESTLE,
 BG3592'AND 152 FEET SOUTH OF THE WATER LINE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3594 ***********************************************************************
 BG3594  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3594  DESIGNATION -  872 9831 B TIDAL
 BG3594  PID         -  BG3594
 BG3594  STATE/COUNTY-  FL/ESCAMBIA
 BG3594  USGS QUAD   -  PACE (1994)
 BG3594
 BG3594                         *CURRENT SURVEY CONTROL
 BG3594  ___________________________________________________________________
 BG3594* NAD 83(1986)-  30 32 46.     (N)    087 11 41.     (W)     SCALED    
 BG3594* NAVD 88     -         0.844  (meters)       2.77   (feet)  ADJUSTED  
 BG3594  ___________________________________________________________________
 BG3594  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3594  DYNAMIC HT  -           0.843 (meters)       2.77  (feet)  COMP
 BG3594  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BG3594
 BG3594  VERT ORDER  -  SECOND    CLASS I
 BG3594
 BG3594.The horizontal coordinates were scaled from a topographic map and have
 BG3594.an estimated accuracy of +/- 6 seconds.
 BG3594
 BG3594.The orthometric height was determined by differential leveling
 BG3594.and adjusted by the National Geodetic Survey in June 1991..
 BG3594
 BG3594.This Tidal Bench Mark is designated as VM 17292
 BG3594.by the Center for Operational Oceanographic Products and Services.
 BG3594
 BG3594.The geoid height was determined by GEOID03.
 BG3594
 BG3594.The dynamic height is computed by dividing the NAVD 88
 BG3594.geopotential number by the normal gravity value computed on the
 BG3594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3594.degrees latitude (g = 980.6199 gals.).
 BG3594
 BG3594.The modeled gravity was interpolated from observed gravity values.
 BG3594
 BG3594;                    North         East    Units  Estimated Accuracy
 BG3594;SPC FL N     -   174,440.      341,460.      MT  (+/- 180 meters Scaled)
 BG3594
 BG3594                          SUPERSEDED SURVEY CONTROL
 BG3594
 BG3594.No superseded survey control is available for this station.
 BG3594
 BG3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU813793(NAD 83)
 BG3594_MARKER: DJ = TIDAL STATION DISK
 BG3594_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3594_SP_SET: GALVANIZED STEEL ROD
 BG3594_STAMPING: 9831 B 1977
 BG3594_MARK LOGO: NOS   
 BG3594_PROJECTION: RECESSED 5 CENTIMETERS
 BG3594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3594_ROD/PIPE-DEPTH: 12.2 meters
 BG3594
 BG3594  HISTORY     - Date     Condition        Report By
 BG3594  HISTORY     - 1977     MONUMENTED       NOS
 BG3594  HISTORY     - 1984     GOOD             FLDNR
 BG3594  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 BG3594
 BG3594                          STATION DESCRIPTION
 BG3594
 BG3594'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3594'IN RIVERVIEW.
 BG3594'IN RIVERVIEW, NEAR THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER
 BG3594'THE ESCAMBIA RIVER.  THE MARK IS AT SMITHS FISH CAMP JUST EAST OF THE
 BG3594'BRIDGE, 35 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD TO THE
 BG3594'BOAT RAMP, 37 FEET WEST OF THE CENTERLINE OF THE ENTRANCE TO THE BOAT
 BG3594'TRAILER PARKING LOT, 112 FEET SOUTH OF A LIGHT POLE AT THE BOAT RAMP,
 BG3594'AND 4 FEET EAST-NORTHEAST OF POWERPOLE 15175-57255.
 BG3594
 BG3594                          STATION RECOVERY (1996)
 BG3594
 BG3594'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3593 ***********************************************************************
 BG3593  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3593  DESIGNATION -  872 9831 C TIDAL
 BG3593  PID         -  BG3593
 BG3593  STATE/COUNTY-  FL/ESCAMBIA
 BG3593  USGS QUAD   -  PACE (1994)
 BG3593
 BG3593                         *CURRENT SURVEY CONTROL
 BG3593  ___________________________________________________________________
 BG3593* NAD 83(1986)-  30 32 46.     (N)    087 11 45.     (W)     SCALED    
 BG3593* NAVD 88     -         1.871  (meters)       6.14   (feet)  ADJUSTED  
 BG3593  ___________________________________________________________________
 BG3593  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG3593  DYNAMIC HT  -           1.868 (meters)       6.13  (feet)  COMP
 BG3593  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BG3593
 BG3593  VERT ORDER  -  SECOND    CLASS I
 BG3593
 BG3593.The horizontal coordinates were scaled from a topographic map and have
 BG3593.an estimated accuracy of +/- 6 seconds.
 BG3593
 BG3593.The orthometric height was determined by differential leveling
 BG3593.and adjusted by the National Geodetic Survey in June 1991..
 BG3593
 BG3593.This Tidal Bench Mark is designated as VM 10269
 BG3593.by the Center for Operational Oceanographic Products and Services.
 BG3593
 BG3593.The geoid height was determined by GEOID03.
 BG3593
 BG3593.The dynamic height is computed by dividing the NAVD 88
 BG3593.geopotential number by the normal gravity value computed on the
 BG3593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3593.degrees latitude (g = 980.6199 gals.).
 BG3593
 BG3593.The modeled gravity was interpolated from observed gravity values.
 BG3593
 BG3593;                    North         East    Units  Estimated Accuracy
 BG3593;SPC FL N     -   174,440.      341,360.      MT  (+/- 180 meters Scaled)
 BG3593
 BG3593                          SUPERSEDED SURVEY CONTROL
 BG3593
 BG3593.No superseded survey control is available for this station.
 BG3593
 BG3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU812793(NAD 83)
 BG3593_MARKER: DJ = TIDAL STATION DISK
 BG3593_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BG3593_SP_SET: BRIDGE PIER FOUNDATION
 BG3593_STAMPING: 9831 C 1977
 BG3593_MARK LOGO: NOS   
 BG3593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3593+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 BG3593
 BG3593  HISTORY     - Date     Condition        Report By
 BG3593  HISTORY     - 1977     MONUMENTED       NOS
 BG3593  HISTORY     - 1984     GOOD             FLDNR
 BG3593  HISTORY     - 20060226 GOOD             USPSQD
 BG3593
 BG3593                          STATION DESCRIPTION
 BG3593
 BG3593'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3593'IN RIVERVIEW.
 BG3593'IN RIVERVIEW, NEAR THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER
 BG3593'THE ESCAMBIA RIVER.  THE MARK IS UNDERNEATH THE BRIDGE, 29 FEET NORTH
 BG3593'OF THE CONCRETE BAG WALL, SET IN THE TOP OF THE FOUNDATION FOR THE
 BG3593'SOUTHWESTERNMOST BRIDGE PILING FOR THE WESTERNMOST BRIDGE.
 BG3593'THE MARK IS 3 FT ABOVE GROUND.
 BG3593
 BG3593                          STATION RECOVERY (2006)
 BG3593
 BG3593'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG3593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3669 ***********************************************************************
 BG3669  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3669  DESIGNATION -  872 9840 A TIDAL
 BG3669  PID         -  BG3669
 BG3669  STATE/COUNTY-  FL/ESCAMBIA
 BG3669  USGS QUAD   -  PENSACOLA (1994)
 BG3669
 BG3669                         *CURRENT SURVEY CONTROL
 BG3669  ___________________________________________________________________
 BG3669* NAD 83(1986)-  30 24 19.     (N)    087 12 49.     (W)     SCALED    
 BG3669* NAVD 88     -         2.289  (meters)       7.51   (feet)  ADJUSTED  
 BG3669  ___________________________________________________________________
 BG3669  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG3669  DYNAMIC HT  -           2.286 (meters)       7.50  (feet)  COMP
 BG3669  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 BG3669
 BG3669  VERT ORDER  -  SECOND    CLASS I
 BG3669
 BG3669.The horizontal coordinates were scaled from a topographic map and have
 BG3669.an estimated accuracy of +/- 6 seconds.
 BG3669
 BG3669.The orthometric height was determined by differential leveling
 BG3669.and adjusted by the National Geodetic Survey in June 1991..
 BG3669
 BG3669.This Tidal Bench Mark is designated as VM 1566
 BG3669.by the Center for Operational Oceanographic Products and Services.
 BG3669
 BG3669.The geoid height was determined by GEOID03.
 BG3669
 BG3669.The dynamic height is computed by dividing the NAVD 88
 BG3669.geopotential number by the normal gravity value computed on the
 BG3669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3669.degrees latitude (g = 980.6199 gals.).
 BG3669
 BG3669.The modeled gravity was interpolated from observed gravity values.
 BG3669
 BG3669;                    North         East    Units  Estimated Accuracy
 BG3669;SPC FL N     -   158,880.      339,280.      MT  (+/- 180 meters Scaled)
 BG3669
 BG3669                          SUPERSEDED SURVEY CONTROL
 BG3669
 BG3669.No superseded survey control is available for this station.
 BG3669
 BG3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU794637(NAD 83)
 BG3669_MARKER: DJ = TIDAL STATION DISK
 BG3669_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3669_SP_SET: SIDEWALK
 BG3669_STAMPING: 9840 A 1978
 BG3669_MARK LOGO: NOS   
 BG3669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3669
 BG3669  HISTORY     - Date     Condition        Report By
 BG3669  HISTORY     - 1978     MONUMENTED       NOS
 BG3669  HISTORY     - 1984     GOOD             FLDNR
 BG3669
 BG3669                          STATION DESCRIPTION
 BG3669
 BG3669'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3669'IN PENSACOLA.
 BG3669'IN PENSACOLA, AT THE INTERSECTION OF SOUTH PALAFOX AND EAST GIMBLE
 BG3669'STREETS, AT THE SOUTH CORNER OF THE GULF MARINE SUPPLY COMPANY
 BG3669'BUILDING, 51.6 FEET NORTHWEST OF THE CENTERLINE OF PALAFOX STREET, 1.6
 BG3669'FEET NORTHEAST OF THE SOUTH CORNER OF THE BUILDING, AND IS SET IN THE
 BG3669'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3670 ***********************************************************************
 BG3670  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3670  DESIGNATION -  872 9840 K TIDAL
 BG3670  PID         -  BG3670
 BG3670  STATE/COUNTY-  FL/ESCAMBIA
 BG3670  USGS QUAD   -  PENSACOLA (1994)
 BG3670
 BG3670                         *CURRENT SURVEY CONTROL
 BG3670  ___________________________________________________________________
 BG3670* NAD 83(1986)-  30 24 14.     (N)    087 12 48.     (W)     SCALED    
 BG3670* NAVD 88     -         2.499  (meters)       8.20   (feet)  ADJUSTED  
 BG3670  ___________________________________________________________________
 BG3670  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG3670  DYNAMIC HT  -           2.496 (meters)       8.19  (feet)  COMP
 BG3670  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BG3670
 BG3670  VERT ORDER  -  SECOND    CLASS I
 BG3670
 BG3670.The horizontal coordinates were scaled from a topographic map and have
 BG3670.an estimated accuracy of +/- 6 seconds.
 BG3670
 BG3670.The orthometric height was determined by differential leveling
 BG3670.and adjusted by the National Geodetic Survey in June 1991..
 BG3670
 BG3670.This Tidal Bench Mark is designated as VM 1565
 BG3670.by the Center for Operational Oceanographic Products and Services.
 BG3670
 BG3670.The geoid height was determined by GEOID03.
 BG3670
 BG3670.The dynamic height is computed by dividing the NAVD 88
 BG3670.geopotential number by the normal gravity value computed on the
 BG3670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3670.degrees latitude (g = 980.6199 gals.).
 BG3670
 BG3670.The modeled gravity was interpolated from observed gravity values.
 BG3670
 BG3670;                    North         East    Units  Estimated Accuracy
 BG3670;SPC FL N     -   158,720.      339,300.      MT  (+/- 180 meters Scaled)
 BG3670
 BG3670                          SUPERSEDED SURVEY CONTROL
 BG3670
 BG3670.No superseded survey control is available for this station.
 BG3670
 BG3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU795635(NAD 83)
 BG3670_MARKER: DJ = TIDAL STATION DISK
 BG3670_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG3670_SP_SET: GALVANIZED STEEL ROD
 BG3670_STAMPING: 9840 K 1977
 BG3670_MARK LOGO: NOS   
 BG3670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG3670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3670
 BG3670  HISTORY     - Date     Condition        Report By
 BG3670  HISTORY     - 1977     MONUMENTED       NOS
 BG3670  HISTORY     - 1984     GOOD             FLDNR
 BG3670  HISTORY     - 19970221 GOOD             BDE
 BG3670
 BG3670                          STATION DESCRIPTION
 BG3670
 BG3670'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3670'IN PENSACOLA.
 BG3670'IN PENSACOLA, IN THE PARKING MEDIAN FOR THE MUNICIPAL PIER, AT THE
 BG3670'SOUTH END OF PALAFOX STREET, 20.9 FEET SOUTH OF THE NORTH END OF THE
 BG3670'MEDIAN, 16.2 FEET WEST OF THE EAST EDGE OF THE MEDIAN, AND 6 FEET EAST
 BG3670'OF THE WEST SIDE OF THE MEDIAN.  SET ON THE TOP FO A GALVANIZED STEEL
 BG3670'ROD FLUSH WITH THE GROUND.
 BG3670
 BG3670                          STATION RECOVERY (1997)
 BG3670
 BG3670'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (JB)
 BG3670'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3668 ***********************************************************************
 BG3668  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3668  DESIGNATION -  872 9840 L TIDAL
 BG3668  PID         -  BG3668
 BG3668  STATE/COUNTY-  FL/ESCAMBIA
 BG3668  USGS QUAD   -  PENSACOLA (1994)
 BG3668
 BG3668                         *CURRENT SURVEY CONTROL
 BG3668  ___________________________________________________________________
 BG3668* NAD 83(1986)-  30 24 48.     (N)    087 12 52.     (W)     SCALED    
 BG3668* NAVD 88     -         3.082  (meters)      10.11   (feet)  ADJUSTED  
 BG3668  ___________________________________________________________________
 BG3668  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG3668  DYNAMIC HT  -           3.078 (meters)      10.10  (feet)  COMP
 BG3668  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BG3668
 BG3668  VERT ORDER  -  SECOND    CLASS I
 BG3668
 BG3668.The horizontal coordinates were scaled from a topographic map and have
 BG3668.an estimated accuracy of +/- 6 seconds.
 BG3668
 BG3668.The orthometric height was determined by differential leveling
 BG3668.and adjusted by the National Geodetic Survey in June 1991..
 BG3668
 BG3668.This Tidal Bench Mark is designated as VM 1567
 BG3668.by the Center for Operational Oceanographic Products and Services.
 BG3668
 BG3668.The geoid height was determined by GEOID03.
 BG3668
 BG3668.The dynamic height is computed by dividing the NAVD 88
 BG3668.geopotential number by the normal gravity value computed on the
 BG3668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3668.degrees latitude (g = 980.6199 gals.).
 BG3668
 BG3668.The modeled gravity was interpolated from observed gravity values.
 BG3668
 BG3668;                    North         East    Units  Estimated Accuracy
 BG3668;SPC FL N     -   159,770.      339,220.      MT  (+/- 180 meters Scaled)
 BG3668
 BG3668                          SUPERSEDED SURVEY CONTROL
 BG3668
 BG3668.No superseded survey control is available for this station.
 BG3668
 BG3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU794646(NAD 83)
 BG3668_MARKER: DJ = TIDAL STATION DISK
 BG3668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BG3668_SP_SET: STAINLESS STEEL ROD
 BG3668_STAMPING: 9840 L 1978
 BG3668_MARK LOGO: NOS   
 BG3668_PROJECTION: PROJECTING 3 CENTIMETERS
 BG3668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3668_ROD/PIPE-DEPTH: 8.53 meters
 BG3668
 BG3668  HISTORY     - Date     Condition        Report By
 BG3668  HISTORY     - 1978     MONUMENTED       NOS
 BG3668  HISTORY     - 1984     GOOD             FLDNR
 BG3668
 BG3668                          STATION DESCRIPTION
 BG3668
 BG3668'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3668'IN PENSACOLA.
 BG3668'IN PENSACOLA, AT THE INTERSECTION OF EAST GARDEN AND NORTH JEFFERSON
 BG3668'STREETS, IN THE MEDIAN OF GARDEN STREET, 59.3 FEET SOUTH OF THE
 BG3668'CENTERLINE OF THE WESTBOUND LANE OF GARDEN STREET, 11.6 FEET SOUTHWEST
 BG3668'OF A FIRE HYDRANT, AND WEST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4867 ***********************************************************************
 BG4867  CBN         -  This is a Cooperative Base Network Control Station.
 BG4867  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4867  DESIGNATION -  872 9840 M TIDAL
 BG4867  PID         -  BG4867
 BG4867  STATE/COUNTY-  FL/ESCAMBIA
 BG4867  USGS QUAD   -  PENSACOLA (1994)
 BG4867
 BG4867                         *CURRENT SURVEY CONTROL
 BG4867  ___________________________________________________________________
 BG4867* NAD 83(1999)-  30 24 22.96595(N)    087 12 46.10348(W)     ADJUSTED  
 BG4867* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 BG4867  ___________________________________________________________________
 BG4867  X           -     267,716.782 (meters)                     COMP
 BG4867  Y           -  -5,499,058.620 (meters)                     COMP
 BG4867  Z           -   3,209,294.578 (meters)                     COMP
 BG4867  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BG4867  ELLIP HEIGHT-         -25.69  (meters)          (04/12/01) GPS OBS
 BG4867  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG4867
 BG4867  HORZ ORDER  -  A
 BG4867  ELLP ORDER  -  FOURTH    CLASS I
 BG4867
 BG4867.The horizontal coordinates were established by GPS observations
 BG4867.and adjusted by the National Geodetic Survey in April 2001..
 BG4867
 BG4867.The orthometric height was determined by GPS observations and a
 BG4867.high-resolution geoid model.
 BG4867
 BG4867.This Tidal Bench Mark is designated as VM 1568
 BG4867.by the Center for Operational Oceanographic Products and Services.
 BG4867
 BG4867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4867
 BG4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4867
 BG4867.The ellipsoidal height was determined by GPS observations
 BG4867.and is referenced to NAD 83.
 BG4867
 BG4867.The geoid height was determined by GEOID03.
 BG4867
 BG4867;                    North         East     Units Scale Factor Converg.
 BG4867;SPC FL N     -   158,995.424   339,360.197   MT  0.99995711   -1 21 47.7
 BG4867;SPC FL N     -   521,637.49  1,113,384.25   sFT  0.99995711   -1 21 47.7
 BG4867;UTM  16      - 3,363,836.093   479,559.421   MT  0.99960515   -0 06 27.7
 BG4867
 BG4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4867!SPC FL N     -   1.00000403  x   0.99995711  =   0.99996114
 BG4867!UTM  16      -   1.00000403  x   0.99960515  =   0.99960918
 BG4867
 BG4867                          SUPERSEDED SURVEY CONTROL
 BG4867
 BG4867  ELLIP H (06/02/94)  -25.52   (m)                       GP(       ) 3 1
 BG4867  NAD 83(1990)-  30 24 22.96586(N)    087 12 46.10167(W) AD(       ) B
 BG4867  ELLIP H (09/13/90)  -25.43   (m)                       GP(       ) 4 1
 BG4867  NGVD 29 (09/13/90)    1.80   (m)            5.9    (f) LEVELING    3  
 BG4867
 BG4867.Superseded values are not recommended for survey control.
 BG4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4867.See file dsdata.txt to determine how the superseded data were derived.
 BG4867
 BG4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7955963836(NAD 83)
 BG4867_MARKER: DJ = TIDAL STATION DISK
 BG4867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BG4867_SP_SET: STAINLESS STEEL ROD
 BG4867_STAMPING: 9840 M 1978
 BG4867_MARK LOGO: NOS   
 BG4867_PROJECTION: RECESSED 16 CENTIMETERS
 BG4867_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4867+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 BG4867_ROD/PIPE-DEPTH: 7.3  meters
 BG4867
 BG4867  HISTORY     - Date     Condition        Report By
 BG4867  HISTORY     - 1978     MONUMENTED       NOS
 BG4867  HISTORY     - 19880802 GOOD             NGS
 BG4867  HISTORY     - 19890314 GOOD
 BG4867  HISTORY     - 19910508 GOOD             ALHD
 BG4867  HISTORY     - 19930128 GOOD             NOS
 BG4867  HISTORY     - 19930210 GOOD             NGS
 BG4867  HISTORY     - 19950112 GOOD             BDE
 BG4867  HISTORY     - 19970808 GOOD             BDE
 BG4867  HISTORY     - 19980122 GOOD             NGS
 BG4867  HISTORY     - 19990405 GOOD             BDE
 BG4867  HISTORY     - 20020605 GOOD             FL-033
 BG4867  HISTORY     - 20030409 GOOD             NONE
 BG4867  HISTORY     - 20040526 GOOD             DEWDAV
 BG4867
 BG4867                          STATION DESCRIPTION
 BG4867
 BG4867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BG4867'THE STATION IS LOCATED ON THE SOUTH SIDE OF PENSACOLA, ABOUT 2.57 KM
 BG4867'(1.60 MI) EAST-NORTHEAST OF THE MOUTH OF BAYOU CHICO, 2.17 KM
 BG4867'(1.35 MI) WEST-SOUTHWEST OF THE NORTH END OF THE PENSACOLA BAY BRIDGE
 BG4867'(U.S. HIGHWAY 98), 0.48 KM (0.30 MI) NORTH OF THE SOUTH END OF THE
 BG4867'MUNICIPAL PIER, NEAR THE JUNCTION OF JEFFERSON ST AND GIMBLE ST.
 BG4867'OWNERSHIP--CITY OF PENSACOLA, ENGINEERING DEPARTMENT, P.O. BOX 12910,
 BG4867'PENSACOLA FL 32521, HANS FELIX, AL GARZA, PHONE 904-435-1645, DICK
 BG4867'LAWRENCE, PORT OF PENSACOLA, PHONE 435-1884.
 BG4867'TO REACH THE STATION FROM THE JUNCTION OF JEFFERSON ST AND GARDEN ST,
 BG4867'ON THE SOUTH SIDE OF PENSACOLA, GO SOUTH-SOUTHEAST FOR 0.56 KM
 BG4867'(0.35 MI) ON JEFFERSON ST TO A CROSS STREET, MAIN ST.  CONTINUE
 BG4867'STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR 0.16 KM (0.10 MI) ON
 BG4867'JEFFERSON ST TO THE STATION ON LEFT, ON A VACANT LOT (PROPOSED PARKING
 BG4867'LOT, MARK WILL BE PROTECTED).
 BG4867'THE STATION IS RECESSED 16 CM BELOW GROUND.  LOCATED 56.24 M
 BG4867'(184.5 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE WITH TRANSFORMER AND
 BG4867'LIGHT AT THE SOUTHEAST CORNER OF THE INTERSECTION OF CEDAR ST AND
 BG4867'JEFFERSON ST, 34.14 M (112.0 FT) NORTH-NORTHWEST FROM THE PROLONGATION
 BG4867'OF APPROXIMATE CENTER OF GIMBLE ST, 9.45 M (31.0 FT) EAST-NORTHEAST
 BG4867'FROM THE APPROXIMATE CENTER OF JEFFERSON ST, 0.70 M (2.3 FT)
 BG4867'EAST-NORTHEAST FROM A CARSONITE WITNESS POST AND 0.43 M (1.4 FT)
 BG4867'WEST-SOUTHWEST FROM A CARSONITE WITNESS POST.
 BG4867'DESCRIBED BY D.F. CALLAHAN.
 BG4867
 BG4867                          STATION RECOVERY (1989)
 BG4867
 BG4867'RECOVERED 1989
 BG4867'RECOVERED IN GOOD CONDITION.
 BG4867
 BG4867                          STATION RECOVERY (1991)
 BG4867
 BG4867'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG4867'THE STATION IS LOCATED IN ESCAMBIA COUNTY, FLORIDA ON MUNICIPAL
 BG4867'PROPERTY ON THE SOUTH SIDE OF PENSACOLA.
 BG4867'TO REACH THE STATION FROM THE I-10 BRIDGES OVER U.S. 29 (EXIT 3 ON
 BG4867'I-10) DRIVE SOUTH ON U.S. 29 (PENSACOLA BLVD AND LATER PALAFOX ST)
 BG4867'FOR 7.10 MI (11.43 KM) TO GARDEN ST LEFT AND RIGHT, TURN LEFT ON
 BG4867'GARDEN ST AND DRIVE EAST FOR 0.05 MI (0.08 KM) (1 BLOCK) TO SOUTH
 BG4867'JEFFERSON ST LEFT AND RIGHT, TURN RIGHT ON SOUTH JEFFERSON ST AND
 BG4867'DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO CEDAR ST LEFT AND RIGHT, TURN
 BG4867'LEFT ON CEDAR ST AND DRIVE EAST FOR 0.02 MI (0.03 KM) TO THE ENTRANCE
 BG4867'TO A GRAVEL PARKING LOT ON THE RIGHT, TURN RIGHT INTO THE PARKING LOT
 BG4867'AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT
 BG4867'BETWEEN THE PARKING LOT AND SOUTH JEFFERSON ST.
 BG4867'THE STATION IS ACROSS SOUTH JEFFERSON ST FROM A LOADING DOCK IN THE
 BG4867'EAST WALL OF A PINK STUCCO BUILDING WITH A BRICK FRONT AND BACK,
 BG4867'31.00 FT (9.45 M) EAST-NORTHEAST OF THE CENTER OF SOUTH JEFFERSON ST,
 BG4867'112.0 FT (34.1 M) NORTH-NORTHWEST OF THE CENTER OF GAMBLE ST, 184.50
 BG4867'FT (56.24 M) SOUTH-SOUTHEAST OF A TRANSFORMER POWER POLE WITH A
 BG4867'STREET LIGHT AT THE SOUTHEAST CORNER OF SOUTH JEFFERSON ST AND CEDAR
 BG4867'ST, 2.3 FT (0.7 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND
 BG4867'SET 0.50 FT (0.15 M) UNDERGROUND.
 BG4867
 BG4867                          STATION RECOVERY (1993)
 BG4867
 BG4867'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 BG4867'RECOVERED AS DESCRIBED BY ALA HIGHWAY DEPT IN 1991.
 BG4867
 BG4867                          STATION RECOVERY (1993)
 BG4867
 BG4867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BG4867'THE STATION IS LOCATED IN ESCAMBIA COUNTY, FLORIDA ON MUNICIPAL
 BG4867'PROPERTY ON THE SOUTH SIDE OF PENSACOLA.
 BG4867'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 BRIDGES OVER U.S.
 BG4867'HIGHWAY 29 (EXIT 3 ON INTERSTATE HIGHWAY 10) DRIVE SOUTH ON U.S.
 BG4867'HIGHWAY 29 (PENSACOLA BOULEVARD AND LATER PALAFOX STREET) FOR 11.43
 BG4867'KM (7.10 MI) TO GARDEN STREET LEFT AND RIGHT, TURN LEFT ON GARDEN
 BG4867'STREET AND DRIVE EAST FOR 0.08 KM (0.05 MI) (ONE BLOCK) TO SOUTH
 BG4867'JEFFERSON STREET LEFT AND RIGHT, TURN RIGHT ON SOUTH JEFFERSON STREET
 BG4867'AND DRIVE SOUTH FOR 0.72 KM (0.45 MI) TO CEDAR STREET LEFT AND RIGHT,
 BG4867'TURN LEFT ON CEDAR STREET AND DRIVE EAST FOR 0.03 KM (0.00 MI) TO THE
 BG4867'ENTRANCE TO A GRAVEL PARKING LOT ON THE RIGHT, TURN RIGHT INTO THE
 BG4867'PARKING LOT AND DRIVE SOUTH FOR 0.08 KM (0.05 MI) TO THE STATION ON
 BG4867'THE RIGHT BETWEEN THE PARKING LOT AND SOUTH JEFFERSON STREET.
 BG4867'THE STATION IS ACROSS SOUTH JEFFERSON STREET FROM A LOADING DOCK IN
 BG4867'THE EAST WALL OF A PINK STUCCO BUILDING WITH A BRICK FRONT AND BACK,
 BG4867'9.45 M (31.00 FT) EAST-NORTHEAST OF THE CENTER OF SOUTH JEFFERSON
 BG4867'STREET, 34.1 M (111.9 FT) NORTH-NORTHWEST OF THE CENTER OF GAMBLE
 BG4867'STREET, 56.24 M (184.51 FT) SOUTH-SOUTHEAST OF A TRANSFORMER POWER
 BG4867'POLE WITH A STREET LIGHT AT THE SOUTHEAST CORNER OF SOUTH JEFFERSON
 BG4867'STREET AND CEDAR STREET, 0.7 M (2.3 FT) EAST-NORTHEAST OF A CARSONITE
 BG4867'WITNESS POST, AND SET 15.24 CM UNDERGROUND.
 BG4867
 BG4867                          STATION RECOVERY (1995)
 BG4867
 BG4867'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (JBH)
 BG4867'RECOVERED AS DESCRIBED.
 BG4867
 BG4867                          STATION RECOVERY (1997)
 BG4867
 BG4867'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (JEB)
 BG4867'RECOVERED AS DESCRIBED.
 BG4867
 BG4867                          STATION RECOVERY (1998)
 BG4867
 BG4867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BG4867'RECOVERED AS DESCRIBED.
 BG4867
 BG4867                          STATION RECOVERY (1999)
 BG4867
 BG4867'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1999
 BG4867'RECOVERED AS DESCRIBED.
 BG4867
 BG4867                          STATION RECOVERY (2002)
 BG4867
 BG4867'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2002 (WFB)
 BG4867'DESCRIPTION IS ADEQUATE, BUT MARK IS 18 INCHES BELOW SURFACE AND
 BG4867'PROTECTED BY 12 INCH PVC PIPE
 BG4867
 BG4867                          STATION RECOVERY (2003)
 BG4867
 BG4867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JSF)
 BG4867'LOCATION IS AS DESCRIBED (EXCEPT PARKING LOT IS NOW PAVED), STATION IS
 BG4867'NOW MARKED WITH ORANGE FIBERGLASS WITNESS POST.  STATION IS NOW
 BG4867'LOCATED APROX 2 FEET BELOW GRADE AT BOTTOM OF PVC PIPE WITH HINGED
 BG4867'COVER THAT IS FLUSH WITH GROUND.  STATION IS APROX 5 FEET NORTHEAST OF
 BG4867'WATER METER ENCLOSURE SET INTO GROUND.
 BG4867
 BG4867                          STATION RECOVERY (2004)
 BG4867
 BG4867'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BG4867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3438 ***********************************************************************
 BG3438  DESIGNATION -  872 9840 TIDAL 1
 BG3438  PID         -  BG3438
 BG3438  STATE/COUNTY-  FL/ESCAMBIA
 BG3438  USGS QUAD   -  PENSACOLA (1994)
 BG3438
 BG3438                         *CURRENT SURVEY CONTROL
 BG3438  ___________________________________________________________________
 BG3438* NAD 83(1986)-  30 24 13.     (N)    087 12 49.     (W)     SCALED    
 BG3438* NAVD 88     -         2.490  (meters)       8.17   (feet)  ADJUSTED  
 BG3438  ___________________________________________________________________
 BG3438  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG3438  DYNAMIC HT  -           2.486 (meters)       8.16  (feet)  COMP
 BG3438  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BG3438
 BG3438  VERT ORDER  -  FIRST     CLASS II
 BG3438
 BG3438.The horizontal coordinates were scaled from a topographic map and have
 BG3438.an estimated accuracy of +/- 6 seconds.
 BG3438
 BG3438.The orthometric height was determined by differential leveling
 BG3438.and adjusted by the National Geodetic Survey in June 1991..
 BG3438
 BG3438.The geoid height was determined by GEOID03.
 BG3438
 BG3438.The dynamic height is computed by dividing the NAVD 88
 BG3438.geopotential number by the normal gravity value computed on the
 BG3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3438.degrees latitude (g = 980.6199 gals.).
 BG3438
 BG3438.The modeled gravity was interpolated from observed gravity values.
 BG3438
 BG3438;                    North         East    Units  Estimated Accuracy
 BG3438;SPC FL N     -   158,690.      339,280.      MT  (+/- 180 meters Scaled)
 BG3438
 BG3438                          SUPERSEDED SURVEY CONTROL
 BG3438
 BG3438  NGVD 29 (??/??/??)    2.428  (m)            7.97   (f) ADJUSTED    1 2
 BG3438
 BG3438.Superseded values are not recommended for survey control.
 BG3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3438.See file dsdata.txt to determine how the superseded data were derived.
 BG3438
 BG3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU794635(NAD 83)
 BG3438_MARKER: DB = BENCH MARK DISK
 BG3438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3438_SP_SET: RETAINING WALL
 BG3438_STAMPING: NO 1 1972
 BG3438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3438+STABILITY: SURFACE MOTION
 BG3438
 BG3438  HISTORY     - Date     Condition        Report By
 BG3438  HISTORY     - 1972     MONUMENTED       NOS
 BG3438  HISTORY     - 1980     GOOD             NGS
 BG3438
 BG3438                          STATION DESCRIPTION
 BG3438
 BG3438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BG3438'IN PENSACOLA.
 BG3438'IN PENSACOLA, ON THE MUNICIPAL PIER, 27.4 METERS (90 FEET) NORTH
 BG3438'OF THE NORTHEAST CORNER OF THE TIDE HOUSE, 2.6 METERS (8.6 FEET)
 BG3438'WEST OF THE WEST CURB OF THE STREET ON THE PIER, 0.3 METERS
 BG3438'(1 FOOT) EAST OF A METAL HANDRAIL.
 BG3438'THE MARK IS 0.2 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1723 ***********************************************************************
 BG1723  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1723  DESIGNATION -  872 9840 TIDAL 11
 BG1723  PID         -  BG1723
 BG1723  STATE/COUNTY-  FL/ESCAMBIA
 BG1723  USGS QUAD   -  PENSACOLA (1994)
 BG1723
 BG1723                         *CURRENT SURVEY CONTROL
 BG1723  ___________________________________________________________________
 BG1723* NAD 83(1986)-  30 24 47.     (N)    087 12 46.     (W)     SCALED    
 BG1723* NAVD 88     -         3.309  (meters)      10.86   (feet)  ADJUSTED  
 BG1723  ___________________________________________________________________
 BG1723  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1723  DYNAMIC HT  -           3.305 (meters)      10.84  (feet)  COMP
 BG1723  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BG1723
 BG1723  VERT ORDER  -  FIRST     CLASS II
 BG1723
 BG1723.The horizontal coordinates were scaled from a topographic map and have
 BG1723.an estimated accuracy of +/- 6 seconds.
 BG1723
 BG1723.The orthometric height was determined by differential leveling
 BG1723.and adjusted by the National Geodetic Survey in June 1991..
 BG1723
 BG1723.This Tidal Bench Mark is designated as VM 1562
 BG1723.by the Center for Operational Oceanographic Products and Services.
 BG1723
 BG1723.The geoid height was determined by GEOID03.
 BG1723
 BG1723.The dynamic height is computed by dividing the NAVD 88
 BG1723.geopotential number by the normal gravity value computed on the
 BG1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1723.degrees latitude (g = 980.6199 gals.).
 BG1723
 BG1723.The modeled gravity was interpolated from observed gravity values.
 BG1723
 BG1723;                    North         East    Units  Estimated Accuracy
 BG1723;SPC FL N     -   159,740.      339,380.      MT  (+/- 180 meters Scaled)
 BG1723
 BG1723                          SUPERSEDED SURVEY CONTROL
 BG1723
 BG1723  NGVD 29 (??/??/92)    3.373  (m)           11.07   (f) ADJ UNCH    1 2
 BG1723
 BG1723.Superseded values are not recommended for survey control.
 BG1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1723.See file dsdata.txt to determine how the superseded data were derived.
 BG1723
 BG1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU795645(NAD 83)
 BG1723_MARKER: DJ = TIDAL STATION DISK
 BG1723_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BG1723_SP_SET: CGS DISK
 BG1723_STAMPING: 11 1923
 BG1723_MARK LOGO: CGS   
 BG1723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG1723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BG1723+STABILITY: POSITION/ELEVATION WELL
 BG1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG1723+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 BG1723
 BG1723  HISTORY     - Date     Condition        Report By
 BG1723  HISTORY     - 1923     MONUMENTED       CGS
 BG1723  HISTORY     - 1955     GOOD             NGS
 BG1723  HISTORY     - 1974     GOOD             NGS
 BG1723  HISTORY     - 1980     GOOD             NGS
 BG1723  HISTORY     - 1984     GOOD             FLDNR
 BG1723  HISTORY     - 19970221 GOOD             BDE
 BG1723  HISTORY     - 20030602 GOOD             USPSQD
 BG1723  HISTORY     - 20040813 GOOD             USPSQD
 BG1723  HISTORY     - 20050930 GOOD             USPSQD
 BG1723
 BG1723                          STATION DESCRIPTION
 BG1723
 BG1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1723'AT PENSACOLA.
 BG1723'AT PENSACOLA, AT THE INTERSECTION OF GARDEN STREET AND TERRAGONA
 BG1723'STREETS, IN THE TOP OF THE WEST END OF THE NORTH DOOR SILL OF
 BG1723'SWIFT AND COMPANY BUILDING, 45 1/2 FEET WEST OF WEST CURB LINE
 BG1723'OF TERRAGONA STREET, 16 FEET SOUTH OF SOUTH CURB OF GARDEN STREET,
 BG1723'30 FEET WEST OF NORTHEAST CORNER OF BUILDING AND 0.8 FOOT ABOVE
 BG1723'LEVEL OF SIDE WALK.
 BG1723
 BG1723                          STATION RECOVERY (1974)
 BG1723
 BG1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1723'RECOVERED IN GOOD CONDITION.
 BG1723
 BG1723                          STATION RECOVERY (1980)
 BG1723
 BG1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BG1723'CHANGE---THE BUILDING IS NOW AMERICAN FUNDS MORTGAGE CO. INC.
 BG1723'NOTE---THE MARK WAS INACCESSIBLE.  THERE IS AN AWNING OVER THE
 BG1723'DOORWAY, AND THE MARK WAS COVERED WITH CARPET.
 BG1723
 BG1723                          STATION RECOVERY (1984)
 BG1723
 BG1723'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1723'RECOVERED IN GOOD CONDITION.
 BG1723
 BG1723                          STATION RECOVERY (1997)
 BG1723
 BG1723'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (JB)
 BG1723'RECOVERED AS DESCRIBED.
 BG1723
 BG1723                          STATION RECOVERY (2003)
 BG1723
 BG1723'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG1723'RECOVERED IN GOOD CONDITION.
 BG1723
 BG1723                          STATION RECOVERY (2004)
 BG1723
 BG1723'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG1723'RECOVERED IN GOOD CONDITION.
 BG1723
 BG1723                          STATION RECOVERY (2005)
 BG1723
 BG1723'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1724 ***********************************************************************
 BG1724  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1724  DESIGNATION -  872 9840 TIDAL 12
 BG1724  PID         -  BG1724
 BG1724  STATE/COUNTY-  FL/ESCAMBIA
 BG1724  USGS QUAD   -  PENSACOLA (1994)
 BG1724
 BG1724                         *CURRENT SURVEY CONTROL
 BG1724  ___________________________________________________________________
 BG1724* NAD 83(1986)-  30 24 53.     (N)    087 12 56.     (W)     SCALED    
 BG1724* NAVD 88     -         4.694  (meters)      15.40   (feet)  ADJUSTED  
 BG1724  ___________________________________________________________________
 BG1724  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG1724  DYNAMIC HT  -           4.688 (meters)      15.38  (feet)  COMP
 BG1724  MODELED GRAV-     979,348.2   (mgal)                       NAVD 88
 BG1724
 BG1724  VERT ORDER  -  FIRST     CLASS II
 BG1724
 BG1724.The horizontal coordinates were scaled from a topographic map and have
 BG1724.an estimated accuracy of +/- 6 seconds.
 BG1724
 BG1724.The orthometric height was determined by differential leveling
 BG1724.and adjusted by the National Geodetic Survey in June 1991..
 BG1724
 BG1724.This Tidal Bench Mark is designated as VM 1564
 BG1724.by the Center for Operational Oceanographic Products and Services.
 BG1724
 BG1724.The geoid height was determined by GEOID03.
 BG1724
 BG1724.The dynamic height is computed by dividing the NAVD 88
 BG1724.geopotential number by the normal gravity value computed on the
 BG1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1724.degrees latitude (g = 980.6199 gals.).
 BG1724
 BG1724.The modeled gravity was interpolated from observed gravity values.
 BG1724
 BG1724;                    North         East    Units  Estimated Accuracy
 BG1724;SPC FL N     -   159,930.      339,120.      MT  (+/- 180 meters Scaled)
 BG1724
 BG1724                          SUPERSEDED SURVEY CONTROL
 BG1724
 BG1724  NGVD 29 (??/??/??)    4.638  (m)           15.22   (f) ADJUSTED    1 2
 BG1724
 BG1724.Superseded values are not recommended for survey control.
 BG1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1724.See file dsdata.txt to determine how the superseded data were derived.
 BG1724
 BG1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU792647(NAD 83)
 BG1724_MARKER: DJ = TIDAL STATION DISK
 BG1724_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BG1724_STAMPING: 12 1940
 BG1724_MARK LOGO: CGS   
 BG1724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BG1724+STABILITY: POSITION/ELEVATION WELL
 BG1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG1724+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 BG1724
 BG1724  HISTORY     - Date     Condition        Report By
 BG1724  HISTORY     - 1940     MONUMENTED       CGS
 BG1724  HISTORY     - 1955     GOOD             NGS
 BG1724  HISTORY     - 1974     GOOD             NGS
 BG1724  HISTORY     - 1980     GOOD             NGS
 BG1724  HISTORY     - 1984     GOOD             FLDNR
 BG1724  HISTORY     - 20030601 GOOD             USPSQD
 BG1724  HISTORY     - 20040813 GOOD             USPSQD
 BG1724  HISTORY     - 20050930 GOOD             USPSQD
 BG1724
 BG1724                          STATION DESCRIPTION
 BG1724
 BG1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1724'AT PENSACOLA.
 BG1724'AT PENSACOLA, AT THE NORTHEAST CORNER OF INTERSECTION OF PALAFOX
 BG1724'AND CHASE STREETS, SET VERTICALLY IN THE SOUTH FACE OF NEW POST
 BG1724'OFFICE BUILDING, 12 FEET EAST OF SOUTHWEST CORNER OF BUILDING,
 BG1724'1 FOOT WEST OF WEST EDGE OF BASEMENT WINDOW WHICH IS JUST WEST
 BG1724'OF BASEMENT ENTRANCE AND 2 1/2 FEET ABOVE GROUND.
 BG1724
 BG1724                          STATION RECOVERY (1974)
 BG1724
 BG1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1724'RECOVERED IN GOOD CONDITION.
 BG1724
 BG1724                          STATION RECOVERY (1980)
 BG1724
 BG1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BG1724'RECOVERED IN GOOD CONDITION.
 BG1724
 BG1724                          STATION RECOVERY (1984)
 BG1724
 BG1724'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1724'RECOVERED IN GOOD CONDITION.
 BG1724
 BG1724                          STATION RECOVERY (2003)
 BG1724
 BG1724'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG1724'THE BUILDING IS NO LONGER A POST OFFICE. IT IS A COURT HOUSE.
 BG1724
 BG1724                          STATION RECOVERY (2004)
 BG1724
 BG1724'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG1724'RECOVERED IN GOOD CONDITION.
 BG1724
 BG1724                          STATION RECOVERY (2005)
 BG1724
 BG1724'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1734 ***********************************************************************
 BG1734  DESIGNATION -  872 9840 TIDAL 6
 BG1734  PID         -  BG1734
 BG1734  STATE/COUNTY-  FL/ESCAMBIA
 BG1734  USGS QUAD   -  PENSACOLA (1994)
 BG1734
 BG1734                         *CURRENT SURVEY CONTROL
 BG1734  ___________________________________________________________________
 BG1734* NAD 83(1986)-  30 24 27.     (N)    087 12 55.     (W)     SCALED    
 BG1734* NAVD 88     -         1.922  (meters)       6.31   (feet)  ADJUSTED  
 BG1734  ___________________________________________________________________
 BG1734  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1734  DYNAMIC HT  -           1.919 (meters)       6.30  (feet)  COMP
 BG1734  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 BG1734
 BG1734  VERT ORDER  -  FIRST     CLASS II
 BG1734
 BG1734.The horizontal coordinates were scaled from a topographic map and have
 BG1734.an estimated accuracy of +/- 6 seconds.
 BG1734
 BG1734.The orthometric height was determined by differential leveling
 BG1734.and adjusted by the National Geodetic Survey in June 1991..
 BG1734
 BG1734.The geoid height was determined by GEOID03.
 BG1734
 BG1734.The dynamic height is computed by dividing the NAVD 88
 BG1734.geopotential number by the normal gravity value computed on the
 BG1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1734.degrees latitude (g = 980.6199 gals.).
 BG1734
 BG1734.The modeled gravity was interpolated from observed gravity values.
 BG1734
 BG1734;                    North         East    Units  Estimated Accuracy
 BG1734;SPC FL N     -   159,130.      339,130.      MT  (+/- 180 meters Scaled)
 BG1734
 BG1734                          SUPERSEDED SURVEY CONTROL
 BG1734
 BG1734  NGVD 29 (??/??/92)    1.985  (m)            6.51   (f) ADJ UNCH    1 2
 BG1734
 BG1734.Superseded values are not recommended for survey control.
 BG1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1734.See file dsdata.txt to determine how the superseded data were derived.
 BG1734
 BG1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU793639(NAD 83)
 BG1734_MARKER: DJ = TIDAL STATION DISK
 BG1734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1734_SP_SET: PORCH
 BG1734_STAMPING: 6 1923
 BG1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1734
 BG1734  HISTORY     - Date     Condition        Report By
 BG1734  HISTORY     - 1923     MONUMENTED       CGS
 BG1734  HISTORY     - 1955     GOOD             NGS
 BG1734
 BG1734                          STATION DESCRIPTION
 BG1734
 BG1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1734'AT PENSACOLA.
 BG1734'AT PENSACOLA, ALONG SOUTH BAYLEN STREET, ABOUT 0.1 MILE WEST OF
 BG1734'BUILDING OF GULF MARINE SUPPLY COMPANY WHICH IS ON PALAFOX
 BG1734'STREET, IN THE TOP OF THE NORTH EDGE OF THE CONCRETE PORCH OF
 BG1734'A 1 1/2-STORY UNPAINTED FRAME BUILDING AT 705 SOUTH BAYLEN
 BG1734'STREET, 36 FEET WEST OF CENTER LINE OF SOUTH BAYLEN STREET, 3
 BG1734'FEET EAST OF NORTHEAST CORNER OF BUILDING, 3 FEET WEST OF EAST
 BG1734'EDGE OF PORCH, 1/2 FOOT SOUTH OF NORTH EDGE OF PORCH AND ABOUT
 BG1734'1/2 FOOT BELOW LEVEL OF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1733 ***********************************************************************
 BG1733  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1733  DESIGNATION -  872 9840 TIDAL 7
 BG1733  PID         -  BG1733
 BG1733  STATE/COUNTY-  FL/ESCAMBIA
 BG1733  USGS QUAD   -  PENSACOLA (1994)
 BG1733
 BG1733                         *CURRENT SURVEY CONTROL
 BG1733  ___________________________________________________________________
 BG1733* NAD 83(1986)-  30 24 29.     (N)    087 12 51.     (W)     SCALED    
 BG1733* NAVD 88     -         2.518  (meters)       8.26   (feet)  ADJUSTED  
 BG1733  ___________________________________________________________________
 BG1733  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1733  DYNAMIC HT  -           2.514 (meters)       8.25  (feet)  COMP
 BG1733  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BG1733
 BG1733  VERT ORDER  -  FIRST     CLASS II
 BG1733
 BG1733.The horizontal coordinates were scaled from a topographic map and have
 BG1733.an estimated accuracy of +/- 6 seconds.
 BG1733
 BG1733.The orthometric height was determined by differential leveling
 BG1733.and adjusted by the National Geodetic Survey in June 1991..
 BG1733
 BG1733.This Tidal Bench Mark is designated as VM 1559
 BG1733.by the Center for Operational Oceanographic Products and Services.
 BG1733
 BG1733.The geoid height was determined by GEOID03.
 BG1733
 BG1733.The dynamic height is computed by dividing the NAVD 88
 BG1733.geopotential number by the normal gravity value computed on the
 BG1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1733.degrees latitude (g = 980.6199 gals.).
 BG1733
 BG1733.The modeled gravity was interpolated from observed gravity values.
 BG1733
 BG1733;                    North         East    Units  Estimated Accuracy
 BG1733;SPC FL N     -   159,180.      339,230.      MT  (+/- 180 meters Scaled)
 BG1733
 BG1733                          SUPERSEDED SURVEY CONTROL
 BG1733
 BG1733  NGVD 29 (??/??/92)    2.56   (m)            8.4    (f) COMPUTED    1 2
 BG1733
 BG1733.Superseded values are not recommended for survey control.
 BG1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1733.See file dsdata.txt to determine how the superseded data were derived.
 BG1733
 BG1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU794640(NAD 83)
 BG1733_MARKER: DJ = TIDAL STATION DISK
 BG1733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1733_SP_SET: WINDOW SILL
 BG1733_STAMPING: 7 1923
 BG1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG1733+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 BG1733
 BG1733  HISTORY     - Date     Condition        Report By
 BG1733  HISTORY     - 1923     MONUMENTED       CGS
 BG1733  HISTORY     - 1955     GOOD             NGS
 BG1733  HISTORY     - 20030409 GOOD             NONE
 BG1733
 BG1733                          STATION DESCRIPTION
 BG1733
 BG1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1733'AT PENSACOLA.
 BG1733'AT PENSACOLA, AT THE NORTHEAST CORNER OF INTERSECTION OF PALAFOX
 BG1733'AND MAIN STREET, SET IN THE TOP OF THE CONCRETE WINDOW SILL OF
 BG1733'THE WEST FACE OF BUILDING KNOWN AS BEAR BLOCK, 19 FEET EAST OF
 BG1733'EAST CURB OF PALAFOX STREET, 16 FEET NORTH OF NORTH CURB OF MAIN
 BG1733'STREET, 6 FEET NORTH OF SOUTHWEST CORNER OF BUILDING AND 1/4
 BG1733'FOOT ABOVE LEVEL OF SIDE WALK.
 BG1733
 BG1733                          STATION RECOVERY (2003)
 BG1733
 BG1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JSF)
 BG1733'MARK IS PARTIALLY COVERED BY FACING OF BUILDING, BUT STILL READILY
 BG1733'VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1732 ***********************************************************************
 BG1732  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1732  DESIGNATION -  872 9840 TIDAL 8
 BG1732  PID         -  BG1732
 BG1732  STATE/COUNTY-  FL/ESCAMBIA
 BG1732  USGS QUAD   -  PENSACOLA (1994)
 BG1732
 BG1732                         *CURRENT SURVEY CONTROL
 BG1732  ___________________________________________________________________
 BG1732* NAD 83(1986)-  30 24 30.     (N)    087 12 48.     (W)     SCALED    
 BG1732* NAVD 88     -         3.830  (meters)      12.57   (feet)  ADJUSTED  
 BG1732  ___________________________________________________________________
 BG1732  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1732  DYNAMIC HT  -           3.826 (meters)      12.55  (feet)  COMP
 BG1732  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BG1732
 BG1732  VERT ORDER  -  FIRST     CLASS II
 BG1732
 BG1732.The horizontal coordinates were scaled from a topographic map and have
 BG1732.an estimated accuracy of +/- 6 seconds.
 BG1732
 BG1732.The orthometric height was determined by differential leveling
 BG1732.and adjusted by the National Geodetic Survey in June 1991..
 BG1732
 BG1732.This Tidal Bench Mark is designated as VM 1558
 BG1732.by the Center for Operational Oceanographic Products and Services.
 BG1732
 BG1732.The geoid height was determined by GEOID03.
 BG1732
 BG1732.The dynamic height is computed by dividing the NAVD 88
 BG1732.geopotential number by the normal gravity value computed on the
 BG1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1732.degrees latitude (g = 980.6199 gals.).
 BG1732
 BG1732.The modeled gravity was interpolated from observed gravity values.
 BG1732
 BG1732;                    North         East    Units  Estimated Accuracy
 BG1732;SPC FL N     -   159,210.      339,320.      MT  (+/- 180 meters Scaled)
 BG1732
 BG1732                          SUPERSEDED SURVEY CONTROL
 BG1732
 BG1732  NGVD 29 (??/??/??)    3.769  (m)           12.37   (f) ADJUSTED    1 2
 BG1732
 BG1732.Superseded values are not recommended for survey control.
 BG1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1732.See file dsdata.txt to determine how the superseded data were derived.
 BG1732
 BG1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU795640(NAD 83)
 BG1732_MARKER: DJ = TIDAL STATION DISK
 BG1732_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BG1732_SP_SET: CGS BRASS DISK
 BG1732_STAMPING: 8 1923
 BG1732_MARK LOGO: CGS   
 BG1732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG1732+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 BG1732
 BG1732  HISTORY     - Date     Condition        Report By
 BG1732  HISTORY     - 1923     MONUMENTED       CGS
 BG1732  HISTORY     - 1955     GOOD             NGS
 BG1732  HISTORY     - 1974     GOOD             NGS
 BG1732  HISTORY     - 1980     GOOD             NGS
 BG1732  HISTORY     - 1984     GOOD             FLDNR
 BG1732  HISTORY     - 19970221 GOOD             BDE
 BG1732  HISTORY     - 20040526 GOOD             DEWDAV
 BG1732
 BG1732                          STATION DESCRIPTION
 BG1732
 BG1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1732'AT PENSACOLA.
 BG1732'AT PENSACOLA, AT THE INTERSECTION OF JEFFERSON AND ZARRAGOSSA
 BG1732'STREETS, SET VERTICALLY IN THE SOUTH FACE OF CONCRETE FOUNDATION
 BG1732'OF CITY HALL BUILDING, 49 FEET EAST OF EAST CURB LINE OF JEFFERSON
 BG1732'STREET, 30 FEET NORTH OF NORTH CURB OF ZARRAGOSSA STREET, 0.8
 BG1732'FOOT EAST OF SOUTHWEST CORNER OF BUILDING AND 1 FOOT ABOVE
 BG1732'GROUND.
 BG1732
 BG1732                          STATION RECOVERY (1974)
 BG1732
 BG1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1732'RECOVERED IN GOOD CONDITION.
 BG1732
 BG1732                          STATION RECOVERY (1980)
 BG1732
 BG1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BG1732'RECOVERED IN GOOD CONDITION.
 BG1732
 BG1732                          STATION RECOVERY (1984)
 BG1732
 BG1732'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1732'RECOVERED IN GOOD CONDITION.
 BG1732
 BG1732                          STATION RECOVERY (1997)
 BG1732
 BG1732'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (JB)
 BG1732'RECOVERED AS DESCRIBED.
 BG1732
 BG1732                          STATION RECOVERY (2004)
 BG1732
 BG1732'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BG1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1730 ***********************************************************************
 BG1730  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1730  DESIGNATION -  872 9840 TIDAL BASIC
 BG1730  PID         -  BG1730
 BG1730  STATE/COUNTY-  FL/ESCAMBIA
 BG1730  USGS QUAD   -  PENSACOLA (1994)
 BG1730
 BG1730                         *CURRENT SURVEY CONTROL
 BG1730  ___________________________________________________________________
 BG1730* NAD 83(1986)-  30 24 31.     (N)    087 12 52.     (W)     SCALED    
 BG1730* NAVD 88     -         3.746  (meters)      12.29   (feet)  ADJUSTED  
 BG1730  ___________________________________________________________________
 BG1730  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1730  DYNAMIC HT  -           3.741 (meters)      12.27  (feet)  COMP
 BG1730  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BG1730
 BG1730  VERT ORDER  -  FIRST     CLASS II
 BG1730
 BG1730.The horizontal coordinates were scaled from a topographic map and have
 BG1730.an estimated accuracy of +/- 6 seconds.
 BG1730
 BG1730.The orthometric height was determined by differential leveling
 BG1730.and adjusted by the National Geodetic Survey in June 1991..
 BG1730.WARNING-Repeat measurements at this control monument indicate possible
 BG1730.vertical movement.
 BG1730
 BG1730.This Tidal Bench Mark is designated as VM 1563
 BG1730.by the Center for Operational Oceanographic Products and Services.
 BG1730
 BG1730.The geoid height was determined by GEOID03.
 BG1730
 BG1730.The dynamic height is computed by dividing the NAVD 88
 BG1730.geopotential number by the normal gravity value computed on the
 BG1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1730.degrees latitude (g = 980.6199 gals.).
 BG1730
 BG1730.The modeled gravity was interpolated from observed gravity values.
 BG1730
 BG1730;                    North         East    Units  Estimated Accuracy
 BG1730;SPC FL N     -   159,250.      339,210.      MT  (+/- 180 meters Scaled)
 BG1730
 BG1730                          SUPERSEDED SURVEY CONTROL
 BG1730
 BG1730  NGVD 29 (??/??/??)    3.689  (m)           12.10   (f) ADJUSTED    1 2
 BG1730
 BG1730.Superseded values are not recommended for survey control.
 BG1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1730.See file dsdata.txt to determine how the superseded data were derived.
 BG1730
 BG1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU794640(NAD 83)
 BG1730_MARKER: DB = BENCH MARK DISK
 BG1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1730_STAMPING: 1930
 BG1730_MARK LOGO: USGS  
 BG1730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1730+STABILITY: SURFACE MOTION
 BG1730
 BG1730  HISTORY     - Date     Condition        Report By
 BG1730  HISTORY     - 1930     MONUMENTED       USGS
 BG1730  HISTORY     - 1955     GOOD             NGS
 BG1730  HISTORY     - 1974     GOOD             NGS
 BG1730  HISTORY     - 1980     GOOD             NGS
 BG1730  HISTORY     - 1984     GOOD             FLDNR
 BG1730  HISTORY     - 19970221 GOOD             BDE
 BG1730
 BG1730                          STATION DESCRIPTION
 BG1730
 BG1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1730'AT PENSACOLA.
 BG1730'AT PENSACOLA, ON GROUNDS OF CITY PLAZA, AT THE INTERSECTION OF
 BG1730'PALAFOX AND GOVERNMENT STREETS, 113 FEET SOUTH OF SOUTH CURB LINE
 BG1730'OF GOVERNMENT STREET, 41 FEET EAST OF EAST CURB LINE OF PALAFOX
 BG1730'STREET, 101 FEET NORTHWEST OF NORTHWEST CORNER OF GRANITE BASE
 BG1730'OF WILLIAM DUDLEY CHIPLEY MEMORIAL AND SET IN THE TOP OF A
 BG1730'1 1/2-FOOT SQUARE CONCRETE POST PROJECTING 25 INCHES.  THE
 BG1730'FOLLOWING WORDING IS INSET ON THE EAST SIDE OF POST IN COLORED
 BG1730'STONES UNITED STATES COAST AND GEODETIC SURVEY BASIC BENCH MARK
 BG1730'TIDAL STA III-95
 BG1730
 BG1730                          STATION RECOVERY (1974)
 BG1730
 BG1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1730'RECOVERED IN GOOD CONDITION.
 BG1730
 BG1730                          STATION RECOVERY (1980)
 BG1730
 BG1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BG1730'RECOVERED IN GOOD CONDITION.
 BG1730
 BG1730                          STATION RECOVERY (1984)
 BG1730
 BG1730'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1730'RECOVERED IN GOOD CONDITION.
 BG1730
 BG1730                          STATION RECOVERY (1997)
 BG1730
 BG1730'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (JB)
 BG1730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3653 ***********************************************************************
 BG3653  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3653  DESIGNATION -  872 9849 A TIDAL
 BG3653  PID         -  BG3653
 BG3653  STATE/COUNTY-  FL/ESCAMBIA
 BG3653  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3653
 BG3653                         *CURRENT SURVEY CONTROL
 BG3653  ___________________________________________________________________
 BG3653* NAD 83(1986)-  30 24 05.     (N)    087 15 07.     (W)     SCALED    
 BG3653* NAVD 88     -         3.597  (meters)      11.80   (feet)  ADJUSTED  
 BG3653  ___________________________________________________________________
 BG3653  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG3653  DYNAMIC HT  -           3.592 (meters)      11.78  (feet)  COMP
 BG3653  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BG3653
 BG3653  VERT ORDER  -  SECOND    CLASS I
 BG3653
 BG3653.The horizontal coordinates were scaled from a topographic map and have
 BG3653.an estimated accuracy of +/- 6 seconds.
 BG3653
 BG3653.The orthometric height was determined by differential leveling
 BG3653.and adjusted by the National Geodetic Survey in June 1991..
 BG3653
 BG3653.This Tidal Bench Mark is designated as VM 10273
 BG3653.by the Center for Operational Oceanographic Products and Services.
 BG3653
 BG3653.The geoid height was determined by GEOID03.
 BG3653
 BG3653.The dynamic height is computed by dividing the NAVD 88
 BG3653.geopotential number by the normal gravity value computed on the
 BG3653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3653.degrees latitude (g = 980.6199 gals.).
 BG3653
 BG3653.The modeled gravity was interpolated from observed gravity values.
 BG3653
 BG3653;                    North         East    Units  Estimated Accuracy
 BG3653;SPC FL N     -   158,530.      335,590.      MT  (+/- 180 meters Scaled)
 BG3653
 BG3653                          SUPERSEDED SURVEY CONTROL
 BG3653
 BG3653.No superseded survey control is available for this station.
 BG3653
 BG3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU757632(NAD 83)
 BG3653_MARKER: DJ = TIDAL STATION DISK
 BG3653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3653_SP_SET: RETAINING WALL
 BG3653_STAMPING: 9849 A 1977
 BG3653_MARK LOGO: NOS   
 BG3653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3653+STABILITY: SURFACE MOTION
 BG3653
 BG3653  HISTORY     - Date     Condition        Report By
 BG3653  HISTORY     - 1977     MONUMENTED       NOS
 BG3653  HISTORY     - 1984     GOOD             FLDNR
 BG3653  HISTORY     - 19970726 GOOD             USPSQD
 BG3653
 BG3653                          STATION DESCRIPTION
 BG3653
 BG3653'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3653'1.8 MI SW FROM PENSACOLA.
 BG3653'BEGIN AT THE INTERSECTION OF U.S. BUSINESS 98 AND STATE ROAD 292, GO
 BG3653'1.3 MILES SOUTH ON STATE ROAD 292 TO THE JUNCTION OF WISE LANE, GO 0.4
 BG3653'MILE WEST ON WISE LANE (CHANGES TO LAKEWOOD ROAD) TO THE JUNCTION OF
 BG3653'AUDUSSON AVENUE, GO 0.1 MILE NORTHERLY ON AUDUSSON AVENUE TO THE RECHO
 BG3653'BELL MARINE SERVICE AND THE MARK.  THE MARK IS SET IN THE TOP OF A
 BG3653'RETAINING WALL ALONG THE NORTHEAST PROPERTY LINE, 70 FEET NORTHEAST OF
 BG3653'THE NORTH CORNER OF THE RECHO BELL HOUSE, 58.5 FEET SOUTHEAST OF THE
 BG3653'NORTHWEST END OF THE WALL AT THE WATERS EDGE, AND 2 FEET NORTHWEST OF
 BG3653'THE SOUTHEAST END OF THE WALL.
 BG3653
 BG3653                          STATION RECOVERY (1997)
 BG3653
 BG3653'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG3653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3652 ***********************************************************************
 BG3652  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3652  DESIGNATION -  872 9849 B TIDAL
 BG3652  PID         -  BG3652
 BG3652  STATE/COUNTY-  FL/ESCAMBIA
 BG3652  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3652
 BG3652                         *CURRENT SURVEY CONTROL
 BG3652  ___________________________________________________________________
 BG3652* NAD 83(1986)-  30 24 01.     (N)    087 15 12.     (W)     SCALED    
 BG3652* NAVD 88     -         5.819  (meters)      19.09   (feet)  ADJUSTED  
 BG3652  ___________________________________________________________________
 BG3652  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG3652  DYNAMIC HT  -           5.811 (meters)      19.06  (feet)  COMP
 BG3652  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BG3652
 BG3652  VERT ORDER  -  SECOND    CLASS I
 BG3652
 BG3652.The horizontal coordinates were scaled from a topographic map and have
 BG3652.an estimated accuracy of +/- 6 seconds.
 BG3652
 BG3652.The orthometric height was determined by differential leveling
 BG3652.and adjusted by the National Geodetic Survey in June 1991..
 BG3652
 BG3652.This Tidal Bench Mark is designated as VM 10274
 BG3652.by the Center for Operational Oceanographic Products and Services.
 BG3652
 BG3652.The geoid height was determined by GEOID03.
 BG3652
 BG3652.The dynamic height is computed by dividing the NAVD 88
 BG3652.geopotential number by the normal gravity value computed on the
 BG3652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3652.degrees latitude (g = 980.6199 gals.).
 BG3652
 BG3652.The modeled gravity was interpolated from observed gravity values.
 BG3652
 BG3652;                    North         East    Units  Estimated Accuracy
 BG3652;SPC FL N     -   158,410.      335,450.      MT  (+/- 180 meters Scaled)
 BG3652
 BG3652                          SUPERSEDED SURVEY CONTROL
 BG3652
 BG3652.No superseded survey control is available for this station.
 BG3652
 BG3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU756631(NAD 83)
 BG3652_MARKER: DJ = TIDAL STATION DISK
 BG3652_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3652_SP_SET: COPPER-CLAD STEEL ROD
 BG3652_STAMPING: 9849 B 1977
 BG3652_MARK LOGO: NOS   
 BG3652_PROJECTION: PROJECTING 8 CENTIMETERS
 BG3652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3652+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 BG3652_ROD/PIPE-DEPTH: 12.2 meters
 BG3652
 BG3652  HISTORY     - Date     Condition        Report By
 BG3652  HISTORY     - 1977     MONUMENTED       NOS
 BG3652  HISTORY     - 1984     GOOD             FLDNR
 BG3652  HISTORY     - 19970726 GOOD             USPSQD
 BG3652  HISTORY     - 20050224 GOOD             USPSQD
 BG3652
 BG3652                          STATION DESCRIPTION
 BG3652
 BG3652'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3652'1.7 MI SW FROM PENSACOLA.
 BG3652'BEGIN AT THE INTERSECTION OF U.S. BUSINESS 98 AND STATE ROAD 292, GO
 BG3652'1.3 MILES SOUTH ON STATE ROAD 292 TO THE JUNCTION OF WISE LANE, GO 0.4
 BG3652'MILE WEST ON WISE LANE (CHANGES TO LAKEWOOD ROAD) TO THE JUNCTION OF
 BG3652'AUDUSSON AVENUE AND THE MARK.  THE MARK BEARS 27 FEET NORTHEAST OF THE
 BG3652'CENTERLINE OF LAKEWOOD ROAD, 31 FEET SOUTHEAST OF THE CENTERLINE OF
 BG3652'AUDUSSON AVENUE, 47 FEET WEST-SOUTHWEST OF THE WEST CORNER OF HOUSE 3
 BG3652'AUDUSSON AVENUE, AND 3.4 FEET SOUTHEAST OF A POWER POLE WITH A WITNESS
 BG3652'SIGN ATTACHED.
 BG3652
 BG3652                          STATION RECOVERY (1997)
 BG3652
 BG3652'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG3652'RECOVERED IN GOOD CONDITION.
 BG3652
 BG3652                          STATION RECOVERY (2005)
 BG3652
 BG3652'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJS)
 BG3652'STATION DESCRIPTION IS ADEQUATE BUT REMOVE THE WORDS 'WITH A WITNESS
 BG3652'SIGN ATTACHED.' AT END OF STATION DESCRIPTION.  WITNESS SIGN WAS NOT
 BG3652'FOUND AND MAY HAVE BEEN REMOVED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3649 ***********************************************************************
 BG3649  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3649  DESIGNATION -  872 9849 C TIDAL
 BG3649  PID         -  BG3649
 BG3649  STATE/COUNTY-  FL/ESCAMBIA
 BG3649  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3649
 BG3649                         *CURRENT SURVEY CONTROL
 BG3649  ___________________________________________________________________
 BG3649* NAD 83(1986)-  30 23 58.     (N)    087 15 10.     (W)     SCALED    
 BG3649* NAVD 88     -         6.607  (meters)      21.68   (feet)  ADJUSTED  
 BG3649  ___________________________________________________________________
 BG3649  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG3649  DYNAMIC HT  -           6.598 (meters)      21.65  (feet)  COMP
 BG3649  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BG3649
 BG3649  VERT ORDER  -  SECOND    CLASS I
 BG3649
 BG3649.The horizontal coordinates were scaled from a topographic map and have
 BG3649.an estimated accuracy of +/- 6 seconds.
 BG3649
 BG3649.The orthometric height was determined by differential leveling
 BG3649.and adjusted by the National Geodetic Survey in June 1991..
 BG3649
 BG3649.This Tidal Bench Mark is designated as VM 10275
 BG3649.by the Center for Operational Oceanographic Products and Services.
 BG3649
 BG3649.The geoid height was determined by GEOID03.
 BG3649
 BG3649.The dynamic height is computed by dividing the NAVD 88
 BG3649.geopotential number by the normal gravity value computed on the
 BG3649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3649.degrees latitude (g = 980.6199 gals.).
 BG3649
 BG3649.The modeled gravity was interpolated from observed gravity values.
 BG3649
 BG3649;                    North         East    Units  Estimated Accuracy
 BG3649;SPC FL N     -   158,320.      335,500.      MT  (+/- 180 meters Scaled)
 BG3649
 BG3649                          SUPERSEDED SURVEY CONTROL
 BG3649
 BG3649.No superseded survey control is available for this station.
 BG3649
 BG3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU757630(NAD 83)
 BG3649_MARKER: DJ = TIDAL STATION DISK
 BG3649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3649_SP_SET: COPPER-CLAD STEEL ROD
 BG3649_STAMPING: 9849 C
 BG3649_MARK LOGO: NOS   
 BG3649_PROJECTION: FLUSH
 BG3649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3649_ROD/PIPE-DEPTH: 12.2 meters
 BG3649
 BG3649  HISTORY     - Date     Condition        Report By
 BG3649  HISTORY     - UNK      MONUMENTED       NOS
 BG3649  HISTORY     - 1984     GOOD             FLDNR
 BG3649  HISTORY     - 19970726 GOOD             USPSQD
 BG3649
 BG3649                          STATION DESCRIPTION
 BG3649
 BG3649'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3649'1.6 MI SW FROM PENSACOLA.
 BG3649'BEGIN AT THE INTERSECTION OF U.S. BUSINESS 98 AND STATE ROAD 292, GO
 BG3649'1.3 MILES SOUTH ON STATE ROAD 292 TO THE JUNCTION OF WISE LANE, GO 0.3
 BG3649'MILE WEST ON WISE LANE (CHANGES TO LAKEWOOD ROAD) TO THE WCOA RADIO
 BG3649'STATION AND THE MARK.  THE MARK BEARS 43 FEET SOUTHWEST OF THE
 BG3649'CENTERLINE OF LAKEWOOD ROAD, 110 FEET EAST OF THE EAST CORNER OF THE
 BG3649'RADIO STATION, 3.5 FEET SOUTHEAST OF A POWER POLE, AND 1 FOOT
 BG3649'NORTHWEST OF A WITNESS POST.
 BG3649
 BG3649                          STATION RECOVERY (1997)
 BG3649
 BG3649'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG3649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3651 ***********************************************************************
 BG3651  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3651  DESIGNATION -  872 9849 D TIDAL
 BG3651  PID         -  BG3651
 BG3651  STATE/COUNTY-  FL/ESCAMBIA
 BG3651  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3651
 BG3651                         *CURRENT SURVEY CONTROL
 BG3651  ___________________________________________________________________
 BG3651* NAD 83(1986)-  30 23 59.     (N)    087 15 13.     (W)     SCALED    
 BG3651* NAVD 88     -         6.826  (meters)      22.39   (feet)  ADJUSTED  
 BG3651  ___________________________________________________________________
 BG3651  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG3651  DYNAMIC HT  -           6.817 (meters)      22.37  (feet)  COMP
 BG3651  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BG3651
 BG3651  VERT ORDER  -  SECOND    CLASS I
 BG3651
 BG3651.The horizontal coordinates were scaled from a topographic map and have
 BG3651.an estimated accuracy of +/- 6 seconds.
 BG3651
 BG3651.The orthometric height was determined by differential leveling
 BG3651.and adjusted by the National Geodetic Survey in June 1991..
 BG3651
 BG3651.This Tidal Bench Mark is designated as VM 10276
 BG3651.by the Center for Operational Oceanographic Products and Services.
 BG3651
 BG3651.The geoid height was determined by GEOID03.
 BG3651
 BG3651.The dynamic height is computed by dividing the NAVD 88
 BG3651.geopotential number by the normal gravity value computed on the
 BG3651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3651.degrees latitude (g = 980.6199 gals.).
 BG3651
 BG3651.The modeled gravity was interpolated from observed gravity values.
 BG3651
 BG3651;                    North         East    Units  Estimated Accuracy
 BG3651;SPC FL N     -   158,350.      335,420.      MT  (+/- 180 meters Scaled)
 BG3651
 BG3651                          SUPERSEDED SURVEY CONTROL
 BG3651
 BG3651.No superseded survey control is available for this station.
 BG3651
 BG3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU756631(NAD 83)
 BG3651_MARKER: DJ = TIDAL STATION DISK
 BG3651_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BG3651_SP_SET: CONCRETE FOOTING
 BG3651_STAMPING: 9849 D 1977
 BG3651_MARK LOGO: NOS   
 BG3651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3651+STABILITY: SURFACE MOTION
 BG3651
 BG3651  HISTORY     - Date     Condition        Report By
 BG3651  HISTORY     - 1977     MONUMENTED       NOS
 BG3651  HISTORY     - 1984     GOOD             FLDNR
 BG3651  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 BG3651
 BG3651                          STATION DESCRIPTION
 BG3651
 BG3651'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3651'1.6 MI SW FROM PENSACOLA.
 BG3651'BEGIN AT THE INTERSECTION OF U.S. BUSINESS 98 AND STATE ROAD 292, GO
 BG3651'1.3 MILES SOUTH ON STATE ROAD 292 TO THE JUNCTION OF WISE LANE, GO 0.3
 BG3651'MILE WEST ON WISE LANE (CHANGES TO LAKEWOOD ROAD) TO THE WCOA RADIO
 BG3651'STATION AND THE MARK.  THE MARK BEARS 165.5 FEET SOUTHWEST OF THE
 BG3651'CENTERLINE OF LAKEWOOD ROAD, 27.3 FEET SOUTHWEST OF THE WEST CORNER OF
 BG3651'THE RADIO STATION, 1.8 FEET EAST OF THE NORTH CORNER OF A STORAGE
 BG3651'BUILDING AND IS SET IN THE CONCRETE FOOTING, UNDER THE EAVE OF THE
 BG3651'ROOF OF THE STORAGE BUILDING.
 BG3651
 BG3651                          STATION RECOVERY (1997)
 BG3651
 BG3651'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG3651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3650 ***********************************************************************
 BG3650  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3650  DESIGNATION -  872 9849 E TIDAL
 BG3650  PID         -  BG3650
 BG3650  STATE/COUNTY-  FL/ESCAMBIA
 BG3650  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3650
 BG3650                         *CURRENT SURVEY CONTROL
 BG3650  ___________________________________________________________________
 BG3650* NAD 83(1986)-  30 23 54.     (N)    087 15 12.     (W)     SCALED    
 BG3650* NAVD 88     -         7.520  (meters)      24.67   (feet)  ADJUSTED  
 BG3650  ___________________________________________________________________
 BG3650  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG3650  DYNAMIC HT  -           7.510 (meters)      24.64  (feet)  COMP
 BG3650  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BG3650
 BG3650  VERT ORDER  -  SECOND    CLASS I
 BG3650
 BG3650.The horizontal coordinates were scaled from a topographic map and have
 BG3650.an estimated accuracy of +/- 6 seconds.
 BG3650
 BG3650.The orthometric height was determined by differential leveling
 BG3650.and adjusted by the National Geodetic Survey in June 1991..
 BG3650
 BG3650.This Tidal Bench Mark is designated as VM 10277
 BG3650.by the Center for Operational Oceanographic Products and Services.
 BG3650
 BG3650.The geoid height was determined by GEOID03.
 BG3650
 BG3650.The dynamic height is computed by dividing the NAVD 88
 BG3650.geopotential number by the normal gravity value computed on the
 BG3650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3650.degrees latitude (g = 980.6199 gals.).
 BG3650
 BG3650.The modeled gravity was interpolated from observed gravity values.
 BG3650
 BG3650;                    North         East    Units  Estimated Accuracy
 BG3650;SPC FL N     -   158,200.      335,450.      MT  (+/- 180 meters Scaled)
 BG3650
 BG3650                          SUPERSEDED SURVEY CONTROL
 BG3650
 BG3650.No superseded survey control is available for this station.
 BG3650
 BG3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU756629(NAD 83)
 BG3650_MARKER: DJ = TIDAL STATION DISK
 BG3650_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3650+WITH SETTING: PAVEMENT
 BG3650_SP_SET: RADIO TOWER FOUNDATION
 BG3650_STAMPING: 9849 E 1977
 BG3650_MARK LOGO: NOS   
 BG3650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3650+STABILITY: SURFACE MOTION
 BG3650
 BG3650  HISTORY     - Date     Condition        Report By
 BG3650  HISTORY     - 1977     MONUMENTED       NOS
 BG3650  HISTORY     - 1984     GOOD             FLDNR
 BG3650  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 BG3650
 BG3650                          STATION DESCRIPTION
 BG3650
 BG3650'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3650'1.6 MI SW FROM PENSACOLA.
 BG3650'BEGIN AT THE INTERSECTION OF U.S. BUSINESS 98 AND STATE ROAD 292, GO
 BG3650'1.3 MILES SOUTH ON STATE ROAD 292 TO THE JUNCTION OF WISE LANE, GO 0.3
 BG3650'MILE WEST ON WISE LANE (CHANGES TO LAKEWOOD ROAD) TO THE WCOA RADIO
 BG3650'STATION AND THE MARK.  THE MARK BEARS 361 FEET SOUTH OF THE SOUTH
 BG3650'CORNER OF THE RADIO STATION AND IS SET IN THE TOP OF THE FOUNDATION
 BG3650'FOR A FORMER RADIO TRANSMITTING TOWER (TOWER IS GONE).  THE MARK IS 1
 BG3650'FOOT SOUTHWEST OF A WITNESS POST.
 BG3650'THE MARK IS 3 FT ABOVE GROUND.
 BG3650
 BG3650                          STATION RECOVERY (1997)
 BG3650
 BG3650'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG3650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4582 ***********************************************************************
 BG4582  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4582  DESIGNATION -  872 9851 C TIDAL
 BG4582  PID         -  BG4582
 BG4582  STATE/COUNTY-  FL/ESCAMBIA
 BG4582  USGS QUAD   -  PACE (1994)
 BG4582
 BG4582                         *CURRENT SURVEY CONTROL
 BG4582  ___________________________________________________________________
 BG4582* NAD 83(1986)-  30 35 58.     (N)    087 14 58.     (W)     SCALED    
 BG4582* NAVD 88     -        11.064  (meters)      36.30   (feet)  ADJUSTED  
 BG4582  ___________________________________________________________________
 BG4582  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4582  DYNAMIC HT  -          11.050 (meters)      36.25  (feet)  COMP
 BG4582  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 BG4582
 BG4582  VERT ORDER  -  SECOND    CLASS I
 BG4582
 BG4582.The horizontal coordinates were scaled from a topographic map and have
 BG4582.an estimated accuracy of +/- 6 seconds.
 BG4582
 BG4582.The orthometric height was determined by differential leveling
 BG4582.and adjusted by the National Geodetic Survey in June 1991..
 BG4582
 BG4582.This Tidal Bench Mark is designated as VM 10278
 BG4582.by the Center for Operational Oceanographic Products and Services.
 BG4582
 BG4582.The geoid height was determined by GEOID03.
 BG4582
 BG4582.The dynamic height is computed by dividing the NAVD 88
 BG4582.geopotential number by the normal gravity value computed on the
 BG4582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4582.degrees latitude (g = 980.6199 gals.).
 BG4582
 BG4582.The modeled gravity was interpolated from observed gravity values.
 BG4582
 BG4582;                    North         East    Units  Estimated Accuracy
 BG4582;SPC FL N     -   180,480.      336,360.      MT  (+/- 180 meters Scaled)
 BG4582
 BG4582                          SUPERSEDED SURVEY CONTROL
 BG4582
 BG4582.No superseded survey control is available for this station.
 BG4582
 BG4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU760852(NAD 83)
 BG4582_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BG4582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4582_SP_SET: CONCRETE POST
 BG4582_STAMPING: 9851 C ELEV. 36.490 E5950.00 N13400.00
 BG4582_MARK LOGO: LOCSUR
 BG4582_PROJECTION: PROJECTING 25 CENTIMETERS
 BG4582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4582+STABILITY: SURFACE MOTION
 BG4582
 BG4582  HISTORY     - Date     Condition        Report By
 BG4582  HISTORY     - UNK      MONUMENTED       LOCSUR
 BG4582  HISTORY     - 1985     GOOD             FLDNR
 BG4582
 BG4582                          STATION DESCRIPTION
 BG4582
 BG4582'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4582'6.5 MI NNE FROM ENSLEY.
 BG4582'BEGIN AT THE OVERPASS OF U.S. HIGHWAY 90A AND U.S. HIGHWAY 29, GO
 BG4582'3.3 MILES NORTH ON U.S. 29 TO THE JUNCTION OF COUNTY ROAD C-749
 BG4582'(CHEMSTRAND ROAD), GO 2.4 MILES EAST ON C-749 TO THE MONSANTO COMPANY
 BG4582'PLANT AND THE MARK VICINITY.  THE MARK IS IN A SECURED AREA OF THE
 BG4582'PLANT, 68.5 FEET EAST OF THE JUNCTION OF CENTRAL AVENUE WITH H
 BG4582'STREET, 43.5 FEET SOUTHEAST OF POWER POLE 135, 35.5 FEET
 BG4582'WEST-SOUTHWEST OF AN OVERHEAD PIPELINE SUPPORT, 29.2 FEET WEST OF
 BG4582'FIRE CONTROL VALVE S36, AND IS SURROUNDED BY A 6-FOOT DIAMETER METAL
 BG4582'BARRICADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4581 ***********************************************************************
 BG4581  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4581  DESIGNATION -  872 9851 D TIDAL
 BG4581  PID         -  BG4581
 BG4581  STATE/COUNTY-  FL/ESCAMBIA
 BG4581  USGS QUAD   -  PACE (1994)
 BG4581
 BG4581                         *CURRENT SURVEY CONTROL
 BG4581  ___________________________________________________________________
 BG4581* NAD 83(1986)-  30 35 51.     (N)    087 14 58.     (W)     SCALED    
 BG4581* NAVD 88     -        11.645  (meters)      38.21   (feet)  ADJUSTED  
 BG4581  ___________________________________________________________________
 BG4581  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4581  DYNAMIC HT  -          11.630 (meters)      38.16  (feet)  COMP
 BG4581  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BG4581
 BG4581  VERT ORDER  -  SECOND    CLASS I
 BG4581
 BG4581.The horizontal coordinates were scaled from a topographic map and have
 BG4581.an estimated accuracy of +/- 6 seconds.
 BG4581
 BG4581.The orthometric height was determined by differential leveling
 BG4581.and adjusted by the National Geodetic Survey in June 1991..
 BG4581
 BG4581.This Tidal Bench Mark is designated as VM 10279
 BG4581.by the Center for Operational Oceanographic Products and Services.
 BG4581
 BG4581.The geoid height was determined by GEOID03.
 BG4581
 BG4581.The dynamic height is computed by dividing the NAVD 88
 BG4581.geopotential number by the normal gravity value computed on the
 BG4581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4581.degrees latitude (g = 980.6199 gals.).
 BG4581
 BG4581.The modeled gravity was interpolated from observed gravity values.
 BG4581
 BG4581;                    North         East    Units  Estimated Accuracy
 BG4581;SPC FL N     -   180,260.      336,350.      MT  (+/- 180 meters Scaled)
 BG4581
 BG4581                          SUPERSEDED SURVEY CONTROL
 BG4581
 BG4581.No superseded survey control is available for this station.
 BG4581
 BG4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU760850(NAD 83)
 BG4581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BG4581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4581_SP_SET: CONCRETE POST
 BG4581_STAMPING: 9851 D ELEV. 38.414 E5530.0 N1
 BG4581_MARK LOGO: LOCSUR
 BG4581_PROJECTION: FLUSH
 BG4581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4581+STABILITY: SURFACE MOTION
 BG4581
 BG4581  HISTORY     - Date     Condition        Report By
 BG4581  HISTORY     - UNK      MONUMENTED       LOCSUR
 BG4581  HISTORY     - 1985     GOOD             FLDNR
 BG4581
 BG4581                          STATION DESCRIPTION
 BG4581
 BG4581'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4581'6.5 MI NNE FROM ENSLEY.
 BG4581'BEGIN AT THE OVERPASS OF U.S. HIGHWAY 90A AND U.S. HIGHWAY 29, GO
 BG4581'3.3 MILES NORTH ON U.S. 29 TO THE JUNCTION OF COUNTY ROAD C-749
 BG4581'(CHEMSTRAND ROAD), GO 2.4 MILES EAST ON C-749 TO THE MONSANTO COMPANY
 BG4581'PLANT AND THE MARK VICINITY.  THE MARK IS IN A SECURED AREA OF THE
 BG4581'PLANT, 476.4 FEET SOUTHEAST OF BENCH MARK 9851 E, 74 FEET EAST OF THE
 BG4581'INTERSECTION OF G STREET AND A PAVED STREET, 55.7 FEET SOUTHEAST OF
 BG4581'FIRE CONTROL VALVE S28, 34 FEET SOUTHEAST OF FIRE CONTROL VALVE S93,
 BG4581'AND IS SURROUNDED BY A 6-FOOT DIAMETER METAL BARRICADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4580 ***********************************************************************
 BG4580  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4580  DESIGNATION -  872 9851 E TIDAL
 BG4580  PID         -  BG4580
 BG4580  STATE/COUNTY-  FL/ESCAMBIA
 BG4580  USGS QUAD   -  CANTONMENT (1987)
 BG4580
 BG4580                         *CURRENT SURVEY CONTROL
 BG4580  ___________________________________________________________________
 BG4580* NAD 83(1986)-  30 35 56.     (N)    087 15 02.     (W)     SCALED    
 BG4580* NAVD 88     -        11.830  (meters)      38.81   (feet)  ADJUSTED  
 BG4580  ___________________________________________________________________
 BG4580  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4580  DYNAMIC HT  -          11.814 (meters)      38.76  (feet)  COMP
 BG4580  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 BG4580
 BG4580  VERT ORDER  -  SECOND    CLASS I
 BG4580
 BG4580.The horizontal coordinates were scaled from a topographic map and have
 BG4580.an estimated accuracy of +/- 6 seconds.
 BG4580
 BG4580.The orthometric height was determined by differential leveling
 BG4580.and adjusted by the National Geodetic Survey in June 1991..
 BG4580
 BG4580.This Tidal Bench Mark is designated as VM 10280
 BG4580.by the Center for Operational Oceanographic Products and Services.
 BG4580
 BG4580.The geoid height was determined by GEOID03.
 BG4580
 BG4580.The dynamic height is computed by dividing the NAVD 88
 BG4580.geopotential number by the normal gravity value computed on the
 BG4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4580.degrees latitude (g = 980.6199 gals.).
 BG4580
 BG4580.The modeled gravity was interpolated from observed gravity values.
 BG4580
 BG4580;                    North         East    Units  Estimated Accuracy
 BG4580;SPC FL N     -   180,420.      336,250.      MT  (+/- 180 meters Scaled)
 BG4580
 BG4580                          SUPERSEDED SURVEY CONTROL
 BG4580
 BG4580.No superseded survey control is available for this station.
 BG4580
 BG4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU759851(NAD 83)
 BG4580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BG4580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4580_SP_SET: CONCRETE POST
 BG4580_STAMPING: 9851 E E.5530 N13400 ELEV. 39.016
 BG4580_MARK LOGO: LOCSUR
 BG4580_PROJECTION: RECESSED 13 CENTIMETERS
 BG4580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4580+STABILITY: SURFACE MOTION
 BG4580
 BG4580  HISTORY     - Date     Condition        Report By
 BG4580  HISTORY     - UNK      MONUMENTED       LOCSUR
 BG4580  HISTORY     - 1985     GOOD             FLDNR
 BG4580
 BG4580                          STATION DESCRIPTION
 BG4580
 BG4580'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4580'6.5 MI NNE FROM ENSLEY.
 BG4580'BEGIN AT THE OVERPASS OF U.S. HIGHWAY 90A AND U.S. HIGHWAY 29, GO
 BG4580'3.3 MILES NORTH ON U.S. 29 TO THE JUNCTION OF COUNTY ROAD C-749
 BG4580'(CHEMSTRAND ROAD), GO 2.4 MILES EAST ON C-749 TO THE MONSANTO COMPANY
 BG4580'PLANT AND THE MARK VICINITY.  THE MARK IS IN A SECURED AREA OF THE
 BG4580'PLANT, 0.4 MILE NORTHEAST OF THE SECURITY GATE, NEAR THE JUNCTION OF
 BG4580'CENTRAL AVENUE AND G STREET, 66.7 FEET NORTHEAST OF THE CENTERLINE OF
 BG4580'G STREET, 34 FEET SOUTHEAST OF RED FIRE CONTROL VALVE S32, 34 FEET
 BG4580'SOUTHEAST OF THE EAST CORNER OF A RED BRICK BUILDING, AND IS
 BG4580'SURROUNDED BY A 6-FOOT DIAMETER METAL BARRICADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4579 ***********************************************************************
 BG4579  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4579  DESIGNATION -  872 9851 F TIDAL
 BG4579  PID         -  BG4579
 BG4579  STATE/COUNTY-  FL/ESCAMBIA
 BG4579  USGS QUAD   -  CANTONMENT (1987)
 BG4579
 BG4579                         *CURRENT SURVEY CONTROL
 BG4579  ___________________________________________________________________
 BG4579* NAD 83(1986)-  30 35 39.     (N)    087 15 22.     (W)     SCALED    
 BG4579* NAVD 88     -        16.637  (meters)      54.58   (feet)  ADJUSTED  
 BG4579  ___________________________________________________________________
 BG4579  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4579  DYNAMIC HT  -          16.616 (meters)      54.51  (feet)  COMP
 BG4579  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BG4579
 BG4579  VERT ORDER  -  SECOND    CLASS I
 BG4579
 BG4579.The horizontal coordinates were scaled from a topographic map and have
 BG4579.an estimated accuracy of +/- 6 seconds.
 BG4579
 BG4579.The orthometric height was determined by differential leveling
 BG4579.and adjusted by the National Geodetic Survey in June 1991..
 BG4579
 BG4579.This Tidal Bench Mark is designated as VM 17268
 BG4579.by the Center for Operational Oceanographic Products and Services.
 BG4579
 BG4579.The geoid height was determined by GEOID03.
 BG4579
 BG4579.The dynamic height is computed by dividing the NAVD 88
 BG4579.geopotential number by the normal gravity value computed on the
 BG4579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4579.degrees latitude (g = 980.6199 gals.).
 BG4579
 BG4579.The modeled gravity was interpolated from observed gravity values.
 BG4579
 BG4579;                    North         East    Units  Estimated Accuracy
 BG4579;SPC FL N     -   179,910.      335,700.      MT  (+/- 180 meters Scaled)
 BG4579
 BG4579                          SUPERSEDED SURVEY CONTROL
 BG4579
 BG4579.No superseded survey control is available for this station.
 BG4579
 BG4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU754846(NAD 83)
 BG4579_MARKER: DJ = TIDAL STATION DISK
 BG4579_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4579+WITH SETTING: PAVEMENT
 BG4579_SP_SET: CONCRETE BASE
 BG4579_STAMPING: 9851 F 1985
 BG4579_MARK LOGO: NOS   
 BG4579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4579+STABILITY: SURFACE MOTION
 BG4579
 BG4579  HISTORY     - Date     Condition        Report By
 BG4579  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4579
 BG4579                          STATION DESCRIPTION
 BG4579
 BG4579'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4579'6.1 MI NNE FROM ENSLEY.
 BG4579'BEGIN AT THE OVERPASS OF U.S. HIGHWAY 90A AND U.S. HIGHWAY 29, GO
 BG4579'3.3 MILES NORTH ON U.S. 29 TO THE JUNCTION OF COUNTY ROAD C-749
 BG4579'(CHEMSTRAND ROAD), GO 2.4 MILES EAST ON C-749 TO THE MONSANTO COMPANY
 BG4579'PLANT AND THE MARK VICINITY.  THE MARK IS 0.4 MILE NORTHEAST OF THE
 BG4579'ENTRANCE TO THE MONSANTO PROPERTY, SET IN THE BASE FOR THE FLAGPOLE
 BG4579'IN THE CENTER OF A 100-FOOT DIAMETER TRAFFIC CIRCLE, AND IS 1 FOOT
 BG4579'EAST- SOUTHEAST OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4578 ***********************************************************************
 BG4578  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4578  DESIGNATION -  872 9851 G TIDAL
 BG4578  PID         -  BG4578
 BG4578  STATE/COUNTY-  FL/ESCAMBIA
 BG4578  USGS QUAD   -  CANTONMENT (1987)
 BG4578
 BG4578                         *CURRENT SURVEY CONTROL
 BG4578  ___________________________________________________________________
 BG4578* NAD 83(1986)-  30 35 25.     (N)    087 15 39.     (W)     SCALED    
 BG4578* NAVD 88     -        26.508  (meters)      86.97   (feet)  ADJUSTED  
 BG4578  ___________________________________________________________________
 BG4578  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4578  DYNAMIC HT  -          26.474 (meters)      86.86  (feet)  COMP
 BG4578  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 BG4578
 BG4578  VERT ORDER  -  SECOND    CLASS I
 BG4578
 BG4578.The horizontal coordinates were scaled from a topographic map and have
 BG4578.an estimated accuracy of +/- 6 seconds.
 BG4578
 BG4578.The orthometric height was determined by differential leveling
 BG4578.and adjusted by the National Geodetic Survey in June 1991..
 BG4578
 BG4578.This Tidal Bench Mark is designated as VM 17269
 BG4578.by the Center for Operational Oceanographic Products and Services.
 BG4578
 BG4578.The geoid height was determined by GEOID03.
 BG4578
 BG4578.The dynamic height is computed by dividing the NAVD 88
 BG4578.geopotential number by the normal gravity value computed on the
 BG4578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4578.degrees latitude (g = 980.6199 gals.).
 BG4578
 BG4578.The modeled gravity was interpolated from observed gravity values.
 BG4578
 BG4578;                    North         East    Units  Estimated Accuracy
 BG4578;SPC FL N     -   179,490.      335,240.      MT  (+/- 180 meters Scaled)
 BG4578
 BG4578                          SUPERSEDED SURVEY CONTROL
 BG4578
 BG4578.No superseded survey control is available for this station.
 BG4578
 BG4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU749842(NAD 83)
 BG4578_MARKER: DJ = TIDAL STATION DISK
 BG4578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG4578_SP_SET: CULVERT HEADWALL
 BG4578_STAMPING: 9851 G 1985
 BG4578_MARK LOGO: NOS   
 BG4578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4578+STABILITY: SURFACE MOTION
 BG4578
 BG4578  HISTORY     - Date     Condition        Report By
 BG4578  HISTORY     - 1985     MONUMENTED       FLDNR
 BG4578
 BG4578                          STATION DESCRIPTION
 BG4578
 BG4578'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4578'5.7 MI NNE FROM ENSLEY.
 BG4578'BEGIN AT THE OVERPASS OF U.S. HIGHWAY 90A AND U.S. HIGHWAY 29, GO
 BG4578'3.3 MILES NORTH ON U.S. 29 TO THE JUNCTION OF COUNTY ROAD C-749
 BG4578'(CHEMSTRAND ROAD), GO 2.4 MILES EAST ON C-749 TO THE MONSANTO COMPANY
 BG4578'PLANT AND THE MARK VICINITY.  THE MARK IS AT THE ENTRANCE TO THE
 BG4578'MONSANTO PROPERTY, 17 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 BG4578'ENTRANCE ROAD, 62 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST-WEST
 BG4578'ENTRANCE ROAD, 58.5 FEET NORTHEAST OF, AND ACROSS THE NORTH-SOUTH
 BG4578'ROAD FROM, A LIGHT POLE, AND 1 FOOT NORTH OF THE SOUTH END OF THE
 BG4578'CULVERT HEADWALL.
 BG4578'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1815 ***********************************************************************
 BG1815  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1815  DESIGNATION -  872 9868 TIDAL 1
 BG1815  PID         -  BG1815
 BG1815  STATE/COUNTY-  FL/ESCAMBIA
 BG1815  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1815
 BG1815                         *CURRENT SURVEY CONTROL
 BG1815  ___________________________________________________________________
 BG1815* NAD 83(1986)-  30 20 42.     (N)    087 16 08.     (W)     SCALED    
 BG1815* NAVD 88     -         1.482  (meters)       4.86   (feet)  ADJUSTED  
 BG1815  ___________________________________________________________________
 BG1815  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1815  DYNAMIC HT  -           1.480 (meters)       4.86  (feet)  COMP
 BG1815  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BG1815
 BG1815  VERT ORDER  -  FIRST     CLASS II
 BG1815
 BG1815.The horizontal coordinates were scaled from a topographic map and have
 BG1815.an estimated accuracy of +/- 6 seconds.
 BG1815
 BG1815.The orthometric height was determined by differential leveling
 BG1815.and adjusted by the National Geodetic Survey in June 1991..
 BG1815.WARNING-Repeat measurements at this control monument indicate possible
 BG1815.vertical movement.
 BG1815
 BG1815.This Tidal Bench Mark is designated as VM 10283
 BG1815.by the Center for Operational Oceanographic Products and Services.
 BG1815
 BG1815.The geoid height was determined by GEOID03.
 BG1815
 BG1815.The dynamic height is computed by dividing the NAVD 88
 BG1815.geopotential number by the normal gravity value computed on the
 BG1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1815.degrees latitude (g = 980.6199 gals.).
 BG1815
 BG1815.The modeled gravity was interpolated from observed gravity values.
 BG1815
 BG1815;                    North         East    Units  Estimated Accuracy
 BG1815;SPC FL N     -   152,320.      333,810.      MT  (+/- 180 meters Scaled)
 BG1815
 BG1815                          SUPERSEDED SURVEY CONTROL
 BG1815
 BG1815  NGVD 29 (??/??/92)    1.551  (m)            5.09   (f) ADJ UNCH    1 2
 BG1815
 BG1815.Superseded values are not recommended for survey control.
 BG1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1815.See file dsdata.txt to determine how the superseded data were derived.
 BG1815
 BG1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU741570(NAD 83)
 BG1815_MARKER: DJ = TIDAL STATION DISK
 BG1815_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BG1815_STAMPING: NO 1 1934
 BG1815_MARK LOGO: CGS   
 BG1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1815+STABILITY: SURFACE MOTION
 BG1815
 BG1815  HISTORY     - Date     Condition        Report By
 BG1815  HISTORY     - 1934     MONUMENTED       CGS
 BG1815  HISTORY     - 1955     GOOD             NGS
 BG1815  HISTORY     - 1984     GOOD             FLDNR
 BG1815
 BG1815                          STATION DESCRIPTION
 BG1815
 BG1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1815'AT PENSACOLA NAVAL AIR STATION.
 BG1815'AT PENSACOLA NAVAL AIR STATION, ABOUT 1.45 MILE SOUTHEAST ALONG
 BG1815'MURRAY ROAD FROM THE MAIN NORTH ENTRANCE TO AIR STATION, THENCE
 BG1815'ABOUT 0.3 MILE EAST ALONG SAUFLEY STREET, THENCE ABOUT 0.3 MILE
 BG1815'SOUTH ALONG EAST AVENUE, THENCE ABOUT 0.15 MILE WEST ALONG SOUTH
 BG1815'AVENUE, IN THE TOP OF CONCRETE CURBING OF SOUTH FOUNDATION OF
 BG1815'BUILDING NO. 71, 30 FEET NORTH OF SEAWALL OF NORTH SIDE OF
 BG1815'PENSACOLA BAY, ABOUT 95 YARDS SOUTH OF CENTER LINE OF SOUTH
 BG1815'AVENUE AND ABOUT 1/2 FOOT ABOVE LEVEL OF PAVEMENT.  PRESENT
 BG1815'CONDITION-- GOOD.
 BG1815
 BG1815                          STATION RECOVERY (1984)
 BG1815
 BG1815'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1816 ***********************************************************************
 BG1816  DESIGNATION -  872 9868 TIDAL 4
 BG1816  PID         -  BG1816
 BG1816  STATE/COUNTY-  FL/ESCAMBIA
 BG1816  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1816
 BG1816                         *CURRENT SURVEY CONTROL
 BG1816  ___________________________________________________________________
 BG1816* NAD 83(1986)-  30 20 38.     (N)    087 16 08.     (W)     SCALED    
 BG1816* NAVD 88     -         2.213  (meters)       7.26   (feet)  ADJUSTED  
 BG1816  ___________________________________________________________________
 BG1816  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG1816  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 BG1816  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BG1816
 BG1816  VERT ORDER  -  SECOND    CLASS 0
 BG1816
 BG1816.The horizontal coordinates were scaled from a topographic map and have
 BG1816.an estimated accuracy of +/- 6 seconds.
 BG1816
 BG1816.The orthometric height was determined by differential leveling
 BG1816.and adjusted by the National Geodetic Survey in June 1991..
 BG1816
 BG1816.The geoid height was determined by GEOID03.
 BG1816
 BG1816.The dynamic height is computed by dividing the NAVD 88
 BG1816.geopotential number by the normal gravity value computed on the
 BG1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1816.degrees latitude (g = 980.6199 gals.).
 BG1816
 BG1816.The modeled gravity was interpolated from observed gravity values.
 BG1816
 BG1816;                    North         East    Units  Estimated Accuracy
 BG1816;SPC FL N     -   152,200.      333,810.      MT  (+/- 180 meters Scaled)
 BG1816
 BG1816                          SUPERSEDED SURVEY CONTROL
 BG1816
 BG1816  NGVD 29 (??/??/92)    2.28   (m)            7.5    (f) COMPUTED    2 0
 BG1816
 BG1816.Superseded values are not recommended for survey control.
 BG1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1816.See file dsdata.txt to determine how the superseded data were derived.
 BG1816
 BG1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU741569(NAD 83)
 BG1816_MARKER: DJ = TIDAL STATION DISK
 BG1816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1816_SP_SET: CURB
 BG1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1816
 BG1816  HISTORY     - Date     Condition        Report By
 BG1816  HISTORY     - UNK      MONUMENTED       CGS
 BG1816  HISTORY     - 1942     GOOD             NGS
 BG1816
 BG1816                          STATION DESCRIPTION
 BG1816
 BG1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BG1816'AT PENSACOLA NAVAL AIR STATION.
 BG1816'AT PENSACOLA NAVAL AIR STATION, ESCAMBIA COUNTY, 159 FEET FROM THE
 BG1816'INTERSECTION OF ROCKWELL AVENUE AND CENTER AVENUE, ON THE NORTH
 BG1816'SIDE OF THE ENTRANCE TO BUILDING 16, AND IN THE NORTHWEST
 BG1816'CORNER OF THE CURBING AROUND A PYRAMID OF CANNON BALLS.  A
 BG1816'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3665 ***********************************************************************
 BG3665  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3665  DESIGNATION -  872 9871 A TIDAL
 BG3665  PID         -  BG3665
 BG3665  STATE/COUNTY-  FL/ESCAMBIA
 BG3665  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3665
 BG3665                         *CURRENT SURVEY CONTROL
 BG3665  ___________________________________________________________________
 BG3665* NAD 83(1986)-  30 22 56.     (N)    087 16 37.     (W)     SCALED    
 BG3665* NAVD 88     -         2.833  (meters)       9.29   (feet)  ADJUSTED  
 BG3665  ___________________________________________________________________
 BG3665  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG3665  DYNAMIC HT  -           2.830 (meters)       9.28  (feet)  COMP
 BG3665  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BG3665
 BG3665  VERT ORDER  -  SECOND    CLASS I
 BG3665
 BG3665.The horizontal coordinates were scaled from a topographic map and have
 BG3665.an estimated accuracy of +/- 6 seconds.
 BG3665
 BG3665.The orthometric height was determined by differential leveling
 BG3665.and adjusted by the National Geodetic Survey in June 1991..
 BG3665
 BG3665.This Tidal Bench Mark is designated as VM 10287
 BG3665.by the Center for Operational Oceanographic Products and Services.
 BG3665
 BG3665.The geoid height was determined by GEOID03.
 BG3665
 BG3665.The dynamic height is computed by dividing the NAVD 88
 BG3665.geopotential number by the normal gravity value computed on the
 BG3665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3665.degrees latitude (g = 980.6199 gals.).
 BG3665
 BG3665.The modeled gravity was interpolated from observed gravity values.
 BG3665
 BG3665;                    North         East    Units  Estimated Accuracy
 BG3665;SPC FL N     -   156,470.      333,130.      MT  (+/- 180 meters Scaled)
 BG3665
 BG3665                          SUPERSEDED SURVEY CONTROL
 BG3665
 BG3665.No superseded survey control is available for this station.
 BG3665
 BG3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU733611(NAD 83)
 BG3665_MARKER: DJ = TIDAL STATION DISK
 BG3665_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3665+WITH SETTING: PAVEMENT
 BG3665_SP_SET: CONCRETE STEPS
 BG3665_STAMPING: 9871 A 1977
 BG3665_MARK LOGO: NOS   
 BG3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3665+STABILITY: SURFACE MOTION
 BG3665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3665+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BG3665
 BG3665  HISTORY     - Date     Condition        Report By
 BG3665  HISTORY     - 1977     MONUMENTED       NOS
 BG3665  HISTORY     - 1984     GOOD             FLDNR
 BG3665  HISTORY     - 19970727 GOOD             USPSQD
 BG3665  HISTORY     - 20030522 GOOD             USPSQD
 BG3665  HISTORY     - 20040805 GOOD             USPSQD
 BG3665  HISTORY     - 20050728 GOOD             USPSQD
 BG3665
 BG3665                          STATION DESCRIPTION
 BG3665
 BG3665'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3665'IN WARRINGTON.
 BG3665'IN WARRINGTON, AT THE WARRINGTON PRESBYTERIAN CHURCH, 0.4 MILE SOUTH
 BG3665'ON NAVY BOULEVARD FROM GULF BEACH HIGHWAY, 70 FEET EAST OF THE CURB OF
 BG3665'NAVY BOULEVARD, 46 FEET SOUTH OF THE EDGE OF SUNSET AVENUE, 10.5 FEET
 BG3665'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, AND IS SET IN
 BG3665'THE BOTTOM STEP TO THE CHURCH.
 BG3665
 BG3665                          STATION RECOVERY (1997)
 BG3665
 BG3665'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG3665'RECOVERED IN GOOD CONDITION.
 BG3665
 BG3665                          STATION RECOVERY (2003)
 BG3665
 BG3665'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3665'RECOVERED IN GOOD CONDITION.
 BG3665
 BG3665                          STATION RECOVERY (2004)
 BG3665
 BG3665'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3665'RECOVERED IN GOOD CONDITION.
 BG3665
 BG3665                          STATION RECOVERY (2005)
 BG3665
 BG3665'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3613 ***********************************************************************
 BG3613  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3613  DESIGNATION -  872 9882 A TIDAL
 BG3613  PID         -  BG3613
 BG3613  STATE/COUNTY-  FL/ESCAMBIA
 BG3613  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3613
 BG3613                         *CURRENT SURVEY CONTROL
 BG3613  ___________________________________________________________________
 BG3613* NAD 83(1999)-  30 19 48.91119(N)    087 17 32.99324(W)     ADJUSTED  
 BG3613* NAVD 88     -         3.382  (meters)      11.10   (feet)  ADJUSTED  
 BG3613  ___________________________________________________________________
 BG3613  X           -     260,269.595 (meters)                     COMP
 BG3613  Y           -  -5,503,688.823 (meters)                     COMP
 BG3613  Z           -   3,202,014.096 (meters)                     COMP
 BG3613  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BG3613  ELLIP HEIGHT-         -24.05  (meters)          (05/31/01) GPS OBS
 BG3613  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG3613  DYNAMIC HT  -           3.378 (meters)      11.08  (feet)  COMP
 BG3613  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BG3613
 BG3613  HORZ ORDER  -  FIRST
 BG3613  VERT ORDER  -  SECOND    CLASS I
 BG3613  ELLP ORDER  -  FOURTH    CLASS I
 BG3613
 BG3613.The horizontal coordinates were established by GPS observations
 BG3613.and adjusted by the National Geodetic Survey in May 2001..
 BG3613
 BG3613.The orthometric height was determined by differential leveling
 BG3613.and adjusted by the National Geodetic Survey in June 1991..
 BG3613
 BG3613.This Tidal Bench Mark is designated as VM 10293
 BG3613.by the Center for Operational Oceanographic Products and Services.
 BG3613
 BG3613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG3613
 BG3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3613
 BG3613.The ellipsoidal height was determined by GPS observations
 BG3613.and is referenced to NAD 83.
 BG3613
 BG3613.The geoid height was determined by GEOID03.
 BG3613
 BG3613.The dynamic height is computed by dividing the NAVD 88
 BG3613.geopotential number by the normal gravity value computed on the
 BG3613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3613.degrees latitude (g = 980.6199 gals.).
 BG3613
 BG3613.The modeled gravity was interpolated from observed gravity values.
 BG3613
 BG3613;                    North         East     Units Scale Factor Converg.
 BG3613;SPC FL N     -   150,743.926   331,498.466   MT  0.99995246   -1 24 11.9
 BG3613;SPC FL N     -   494,565.70  1,087,591.22   sFT  0.99995246   -1 24 11.9
 BG3613;UTM  16      - 3,355,417.236   471,883.050   MT  0.99960975   -0 08 51.7
 BG3613
 BG3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3613!SPC FL N     -   1.00000378  x   0.99995246  =   0.99995624
 BG3613!UTM  16      -   1.00000378  x   0.99960975  =   0.99961353
 BG3613
 BG3613                          SUPERSEDED SURVEY CONTROL
 BG3613
 BG3613  NAD 83(1990)-  30 19 48.91074(N)    087 17 32.99127(W) AD(       ) 1
 BG3613  ELLIP H (09/29/95)  -23.87   (m)                       GP(       ) 4 1
 BG3613  NAVD 88 (01/21/98)    3.38   (m)           11.1    (f) LEVELING    3  
 BG3613
 BG3613.Superseded values are not recommended for survey control.
 BG3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3613.See file dsdata.txt to determine how the superseded data were derived.
 BG3613
 BG3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7188355417(NAD 83)
 BG3613_MARKER: DJ = TIDAL STATION DISK
 BG3613_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BG3613_SP_SET: MASSIVE RETAINING WALL
 BG3613_STAMPING: 9882 A 1977
 BG3613_MARK LOGO: NOS   
 BG3613_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG3613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3613+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1995
 BG3613
 BG3613  HISTORY     - Date     Condition        Report By
 BG3613  HISTORY     - 1977     MONUMENTED       NOS
 BG3613  HISTORY     - 1984     GOOD             FLDNR
 BG3613  HISTORY     - 1986     GOOD             FLDNR
 BG3613  HISTORY     - 19950117 GOOD             BDE
 BG3613  HISTORY     - 19961222 GOOD             USPSQD
 BG3613  HISTORY     - 19970130 GOOD             BDE
 BG3613
 BG3613                          STATION DESCRIPTION
 BG3613
 BG3613'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3613'9.5 MI WEST FROM PENSACOLA BEACH.
 BG3613'THE MARK IS AT THE WEST END OF SANTA ROSA ISLAND AT FORT PICKENS
 BG3613'NATIONAL PARK, 0.2 MILE NORTHWEST OF THE OLD FORT, 12 FEET WEST OF THE
 BG3613'FISHING PIER, 1 FOOT WEST OF A BREAK IN THE SEAWALL, 25 FEET NORTH OF
 BG3613'THE CENTERLINE OF THE ROAD ALONG THE SEAWALL, AND 293 FEET NORTH OF
 BG3613'THE PARK HEADQUARTERS.
 BG3613
 BG3613                          STATION RECOVERY (1986)
 BG3613
 BG3613'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3613'RECOVERED IN GOOD CONDITION.
 BG3613
 BG3613                          STATION RECOVERY (1995)
 BG3613
 BG3613'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG3613'RECOVERED AS DESCRIBED.
 BG3613
 BG3613                          STATION RECOVERY (1996)
 BG3613
 BG3613'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3613'RECOVERED IN GOOD CONDITION.
 BG3613
 BG3613                          STATION RECOVERY (1997)
 BG3613
 BG3613'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (JEB)
 BG3613'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1832 ***********************************************************************
 BG1832  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1832  DESIGNATION -  872 9882 TIDAL 5
 BG1832  PID         -  BG1832
 BG1832  STATE/COUNTY-  FL/ESCAMBIA
 BG1832  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1832
 BG1832                         *CURRENT SURVEY CONTROL
 BG1832  ___________________________________________________________________
 BG1832* NAD 83(1986)-  30 19 49.     (N)    087 17 32.     (W)     SCALED    
 BG1832* NAVD 88     -         3.393  (meters)      11.13   (feet)  ADJUSTED  
 BG1832  ___________________________________________________________________
 BG1832  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1832  DYNAMIC HT  -           3.388 (meters)      11.12  (feet)  COMP
 BG1832  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BG1832
 BG1832  VERT ORDER  -  SECOND    CLASS 0
 BG1832
 BG1832.The horizontal coordinates were scaled from a topographic map and have
 BG1832.an estimated accuracy of +/- 6 seconds.
 BG1832
 BG1832.The orthometric height was determined by differential leveling
 BG1832.and adjusted by the National Geodetic Survey in June 1991..
 BG1832
 BG1832.This Tidal Bench Mark is designated as VM 10295
 BG1832.by the Center for Operational Oceanographic Products and Services.
 BG1832
 BG1832.The geoid height was determined by GEOID03.
 BG1832
 BG1832.The dynamic height is computed by dividing the NAVD 88
 BG1832.geopotential number by the normal gravity value computed on the
 BG1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1832.degrees latitude (g = 980.6199 gals.).
 BG1832
 BG1832.The modeled gravity was interpolated from observed gravity values.
 BG1832
 BG1832;                    North         East    Units  Estimated Accuracy
 BG1832;SPC FL N     -   150,750.      331,530.      MT  (+/- 180 meters Scaled)
 BG1832
 BG1832                          SUPERSEDED SURVEY CONTROL
 BG1832
 BG1832  NGVD 29 (??/??/92)    3.467  (m)           11.37   (f) ADJ UNCH    2 0
 BG1832
 BG1832.Superseded values are not recommended for survey control.
 BG1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1832.See file dsdata.txt to determine how the superseded data were derived.
 BG1832
 BG1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU719554(NAD 83)
 BG1832_MARKER: DJ = TIDAL STATION DISK
 BG1832_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BG1832_SP_SET: LARGE SEAWALL
 BG1832_STAMPING: 1 1919
 BG1832_MARK LOGO: CGS   
 BG1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1832
 BG1832  HISTORY     - Date     Condition        Report By
 BG1832  HISTORY     - UNK      MONUMENTED       CGS
 BG1832  HISTORY     - 1942     GOOD             NGS
 BG1832  HISTORY     - 1974     GOOD             NGS
 BG1832  HISTORY     - 1984     GOOD             FLDNR
 BG1832  HISTORY     - 1986     GOOD             FLDNR
 BG1832  HISTORY     - 20030606 GOOD             USPSQD
 BG1832  HISTORY     - 20040419 GOOD             USPSQD
 BG1832
 BG1832                          STATION DESCRIPTION
 BG1832
 BG1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BG1832'AT SANTA ROSA ISLAND.
 BG1832'ON SANTA ROSA ISLAND, ESCAMBIA COUNTY, AT OLD FORT PICKENS,
 BG1832'50 FEET WEST OF A NARROW-GAGE TRAMWAY LEADING FROM THE ENGINEERS
 BG1832'WHARF (THE SMALLER OF THE TWO WHARVES AT FORT PICKENS), IN THE
 BG1832'TOP OF THE NORTH SEAWALL NEAR THE ENGINEERS WHARF, AND 58 INCHES
 BG1832'FROM THE NORTH EDGE OF THE WALL.  A STANDARD DISK, STAMPED 1.
 BG1832
 BG1832                          STATION RECOVERY (1974)
 BG1832
 BG1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1832'RECOVERED IN GOOD CONDITION.
 BG1832
 BG1832                          STATION RECOVERY (1984)
 BG1832
 BG1832'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1832'RECOVERED IN GOOD CONDITION EXCEPT THE DISK IS STAMPED 1 1919.
 BG1832
 BG1832                          STATION RECOVERY (1986)
 BG1832
 BG1832'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG1832'RECOVERED IN GOOD CONDITION.
 BG1832
 BG1832                          STATION RECOVERY (2003)
 BG1832
 BG1832'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG1832'RECOVERED IN GOOD CONDITION.
 BG1832
 BG1832                          STATION RECOVERY (2004)
 BG1832
 BG1832'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1836 ***********************************************************************
 BG1836  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1836  DESIGNATION -  872 9882 TIDAL 6
 BG1836  PID         -  BG1836
 BG1836  STATE/COUNTY-  FL/ESCAMBIA
 BG1836  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1836
 BG1836                         *CURRENT SURVEY CONTROL
 BG1836  ___________________________________________________________________
 BG1836* NAD 83(1986)-  30 19 45.     (N)    087 17 17.     (W)     SCALED    
 BG1836* NAVD 88     -         3.438  (meters)      11.28   (feet)  ADJUSTED  
 BG1836  ___________________________________________________________________
 BG1836  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1836  DYNAMIC HT  -           3.434 (meters)      11.27  (feet)  COMP
 BG1836  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BG1836
 BG1836  VERT ORDER  -  SECOND    CLASS 0
 BG1836
 BG1836.The horizontal coordinates were scaled from a topographic map and have
 BG1836.an estimated accuracy of +/- 6 seconds.
 BG1836
 BG1836.The orthometric height was determined by differential leveling
 BG1836.and adjusted by the National Geodetic Survey in June 1991..
 BG1836.WARNING-Repeat measurements at this control monument indicate possible
 BG1836.vertical movement.
 BG1836
 BG1836.This Tidal Bench Mark is designated as VM 10296
 BG1836.by the Center for Operational Oceanographic Products and Services.
 BG1836
 BG1836.The geoid height was determined by GEOID03.
 BG1836
 BG1836.The dynamic height is computed by dividing the NAVD 88
 BG1836.geopotential number by the normal gravity value computed on the
 BG1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1836.degrees latitude (g = 980.6199 gals.).
 BG1836
 BG1836.The modeled gravity was interpolated from observed gravity values.
 BG1836
 BG1836;                    North         East    Units  Estimated Accuracy
 BG1836;SPC FL N     -   150,610.      331,920.      MT  (+/- 180 meters Scaled)
 BG1836
 BG1836                          SUPERSEDED SURVEY CONTROL
 BG1836
 BG1836  NGVD 29 (??/??/92)    3.502  (m)           11.49   (f) ADJ UNCH    2 0
 BG1836
 BG1836.Superseded values are not recommended for survey control.
 BG1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1836.See file dsdata.txt to determine how the superseded data were derived.
 BG1836
 BG1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU723552(NAD 83)
 BG1836_MARKER: DJ = TIDAL STATION DISK
 BG1836_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BG1836_SP_SET: LARGE SEAWALL
 BG1836_STAMPING: 2 1919
 BG1836_MARK LOGO: CGS   
 BG1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1836
 BG1836  HISTORY     - Date     Condition        Report By
 BG1836  HISTORY     - 1919     MONUMENTED       CGS
 BG1836  HISTORY     - 1942     GOOD             NGS
 BG1836  HISTORY     - 1974     GOOD             NGS
 BG1836  HISTORY     - 1984     GOOD             FLDNR
 BG1836  HISTORY     - 1986     GOOD             FLDNR
 BG1836  HISTORY     - 20030606 GOOD             USPSQD
 BG1836  HISTORY     - 20040419 GOOD             USPSQD
 BG1836
 BG1836                          STATION DESCRIPTION
 BG1836
 BG1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BG1836'AT SANTA ROSA ISLAND.
 BG1836'ON SANTA ROSA ISLAND, ESCAMBIA COUNTY, 80 FEET SOUTH OF THE
 BG1836'NORTHEAST CORNER OF THE SEAWALL AT OLD FORT PICKENS, DIRECTLY
 BG1836'OVER A CULVERT, AND 8 INCHES FROM THE EAST EDGE OF THE WALL.
 BG1836'A STANDARD DISK, STAMPED 2 1919
 BG1836
 BG1836                          STATION RECOVERY (1974)
 BG1836
 BG1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1836'RECOVERED IN GOOD CONDITION.
 BG1836
 BG1836                          STATION RECOVERY (1984)
 BG1836
 BG1836'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1836'RECOVERED IN GOOD CONDITION.
 BG1836
 BG1836                          STATION RECOVERY (1986)
 BG1836
 BG1836'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG1836'RECOVERED IN GOOD CONDITION.
 BG1836
 BG1836                          STATION RECOVERY (2003)
 BG1836
 BG1836'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG1836'RECOVERED IN GOOD CONDITION.
 BG1836
 BG1836                          STATION RECOVERY (2004)
 BG1836
 BG1836'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1826 ***********************************************************************
 BG1826  DESIGNATION -  872 9887 TIDAL 1
 BG1826  PID         -  BG1826
 BG1826  STATE/COUNTY-  FL/ESCAMBIA
 BG1826  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1826
 BG1826                         *CURRENT SURVEY CONTROL
 BG1826  ___________________________________________________________________
 BG1826* NAD 83(1986)-  30 19 36.     (N)    087 18 44.     (W)     SCALED    
 BG1826* NAVD 88     -         0.846  (meters)       2.78   (feet)  ADJUSTED  
 BG1826  ___________________________________________________________________
 BG1826  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG1826  DYNAMIC HT  -           0.844 (meters)       2.77  (feet)  COMP
 BG1826  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BG1826
 BG1826  VERT ORDER  -  SECOND    CLASS 0
 BG1826
 BG1826.The horizontal coordinates were scaled from a topographic map and have
 BG1826.an estimated accuracy of +/- 6 seconds.
 BG1826
 BG1826.The orthometric height was determined by differential leveling
 BG1826.and adjusted by the National Geodetic Survey in June 1991..
 BG1826
 BG1826.The geoid height was determined by GEOID03.
 BG1826
 BG1826.The dynamic height is computed by dividing the NAVD 88
 BG1826.geopotential number by the normal gravity value computed on the
 BG1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1826.degrees latitude (g = 980.6199 gals.).
 BG1826
 BG1826.The modeled gravity was interpolated from observed gravity values.
 BG1826
 BG1826;                    North         East    Units  Estimated Accuracy
 BG1826;SPC FL N     -   150,390.      329,590.      MT  (+/- 180 meters Scaled)
 BG1826
 BG1826                          SUPERSEDED SURVEY CONTROL
 BG1826
 BG1826  NGVD 29 (??/??/92)    0.92   (m)            3.0    (f) COMPUTED    2 0
 BG1826
 BG1826.Superseded values are not recommended for survey control.
 BG1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1826.See file dsdata.txt to determine how the superseded data were derived.
 BG1826
 BG1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU699550(NAD 83)
 BG1826_MARKER: DJ = TIDAL STATION DISK
 BG1826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1826_SP_SET: CONCRETE SLAB
 BG1826_STAMPING: BM NO 1 1940
 BG1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1826
 BG1826  HISTORY     - Date     Condition        Report By
 BG1826  HISTORY     - 1940     MONUMENTED       CGS
 BG1826
 BG1826                          STATION DESCRIPTION
 BG1826
 BG1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BG1826'AT FORT MC REE.
 BG1826'AT FORT MC REE, ESCAMBIA COUNTY, AT THE EAST END OF THE FORT,
 BG1826'AT THE EASTERNMOST BREAKWATER (THE MIDDLE ONE OF THREE), 275
 BG1826'YARDS SOUTH OF PENSACOLA-MOBILE BEACON NO. 1 ON A JETTY AT THE
 BG1826'ENTRANCE TO THE INTRACOASTAL CANAL, 150 FEET WEST OF THE EAST
 BG1826'END OF THE CONCRETE-AND-ROCK BREAKWATER, 5 FEET WEST OF THE EAST
 BG1826'END OF THE TOP OF THE SECOND SECTION OF CONCRETE FROM THE OUTER
 BG1826'END OF THE BREAKWATER, 1.5 FEET NORTH OF THE SOUTH EDGE OF THE
 BG1826'CONCRETE, AN IN THE EAST END OF THE FIRST CONCRETE-SLAB SECTION OF
 BG1826'THE BREAKWATER.  A STANDARD DISK, STAMPED BM NO 1 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1827 ***********************************************************************
 BG1827  DESIGNATION -  872 9887 TIDAL 3
 BG1827  PID         -  BG1827
 BG1827  STATE/COUNTY-  FL/ESCAMBIA
 BG1827  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1827
 BG1827                         *CURRENT SURVEY CONTROL
 BG1827  ___________________________________________________________________
 BG1827* NAD 83(1986)-  30 19 36.     (N)    087 18 44.     (W)     SCALED    
 BG1827* NAVD 88     -         0.720  (meters)       2.36   (feet)  ADJUSTED  
 BG1827  ___________________________________________________________________
 BG1827  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG1827  DYNAMIC HT  -           0.719 (meters)       2.36  (feet)  COMP
 BG1827  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 BG1827
 BG1827  VERT ORDER  -  SECOND    CLASS 0
 BG1827
 BG1827.The horizontal coordinates were scaled from a topographic map and have
 BG1827.an estimated accuracy of +/- 6 seconds.
 BG1827
 BG1827.The orthometric height was determined by differential leveling
 BG1827.and adjusted by the National Geodetic Survey in June 1991..
 BG1827
 BG1827.The geoid height was determined by GEOID03.
 BG1827
 BG1827.The dynamic height is computed by dividing the NAVD 88
 BG1827.geopotential number by the normal gravity value computed on the
 BG1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1827.degrees latitude (g = 980.6199 gals.).
 BG1827
 BG1827.The modeled gravity was interpolated from observed gravity values.
 BG1827
 BG1827;                    North         East    Units  Estimated Accuracy
 BG1827;SPC FL N     -   150,390.      329,590.      MT  (+/- 180 meters Scaled)
 BG1827
 BG1827                          SUPERSEDED SURVEY CONTROL
 BG1827
 BG1827  NGVD 29 (??/??/92)    0.79   (m)            2.6    (f) COMPUTED    2 0
 BG1827
 BG1827.Superseded values are not recommended for survey control.
 BG1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1827.See file dsdata.txt to determine how the superseded data were derived.
 BG1827
 BG1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU699550(NAD 83)
 BG1827_MARKER: DJ = TIDAL STATION DISK
 BG1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1827_SP_SET: BREAKWATER
 BG1827_STAMPING: BM NO 3 1940
 BG1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1827
 BG1827  HISTORY     - Date     Condition        Report By
 BG1827  HISTORY     - 1940     MONUMENTED       CGS
 BG1827
 BG1827                          STATION DESCRIPTION
 BG1827
 BG1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BG1827'AT FORT MC REE.
 BG1827'AT FORT MC REE, ESCAMBIA COUNTY, AT THE EAST END OF THE FORT, ON
 BG1827'THE SOUTH AND SHORTEST BREAKWATER (THE SOUTH ONE OF THREE),
 BG1827'MIDWAY ALONG THE BREAKWATER AND NEAR A RANGE BEACON, 74.5 FEET
 BG1827'NORTHWEST OF THE SOUTHEAST END OF THE FLAT TOP OF THE BREAKWATER
 BG1827'(BROKEN PIECES OF CONCRETE EXTEND SEAWARD), 17.5 FEET SOUTHWEST
 BG1827'OF THE SOUTHWEST SIDE OF FORT MC REE CUT-OFF FRONT RANGE LIGHT,
 BG1827'AND 1 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE.  A
 BG1827'STANDARD DISK, STAMPED BM NO 3 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4544 ***********************************************************************
 BG4544  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4544  DESIGNATION -  872 9889 A TIDAL
 BG4544  PID         -  BG4544
 BG4544  STATE/COUNTY-  FL/ESCAMBIA
 BG4544  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4544
 BG4544                         *CURRENT SURVEY CONTROL
 BG4544  ___________________________________________________________________
 BG4544* NAD 83(1986)-  30 22 16.     (N)    087 19 13.     (W)     SCALED    
 BG4544* NAVD 88     -         1.961  (meters)       6.43   (feet)  ADJUSTED  
 BG4544  ___________________________________________________________________
 BG4544  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG4544  DYNAMIC HT  -           1.959 (meters)       6.43  (feet)  COMP
 BG4544  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 BG4544
 BG4544  VERT ORDER  -  SECOND    CLASS I
 BG4544
 BG4544.The horizontal coordinates were scaled from a topographic map and have
 BG4544.an estimated accuracy of +/- 6 seconds.
 BG4544
 BG4544.The orthometric height was determined by differential leveling
 BG4544.and adjusted by the National Geodetic Survey in June 1991..
 BG4544
 BG4544.This Tidal Bench Mark is designated as VM 10297
 BG4544.by the Center for Operational Oceanographic Products and Services.
 BG4544
 BG4544.The geoid height was determined by GEOID03.
 BG4544
 BG4544.The dynamic height is computed by dividing the NAVD 88
 BG4544.geopotential number by the normal gravity value computed on the
 BG4544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4544.degrees latitude (g = 980.6199 gals.).
 BG4544
 BG4544.The modeled gravity was interpolated from observed gravity values.
 BG4544
 BG4544;                    North         East    Units  Estimated Accuracy
 BG4544;SPC FL N     -   155,340.      328,940.      MT  (+/- 180 meters Scaled)
 BG4544
 BG4544                          SUPERSEDED SURVEY CONTROL
 BG4544
 BG4544.No superseded survey control is available for this station.
 BG4544
 BG4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU692599(NAD 83)
 BG4544_MARKER: DJ = TIDAL STATION DISK
 BG4544_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG4544_SP_SET: COPPER-CLAD STEEL ROD
 BG4544_STAMPING: 9889 A 1977
 BG4544_MARK LOGO: NOS   
 BG4544_PROJECTION: FLUSH
 BG4544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4544_ROD/PIPE-DEPTH: 12.2 meters
 BG4544
 BG4544  HISTORY     - Date     Condition        Report By
 BG4544  HISTORY     - 1977     MONUMENTED       NOS
 BG4544  HISTORY     - 1985     GOOD             FLDNR
 BG4544
 BG4544                          STATION DESCRIPTION
 BG4544
 BG4544'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4544'3.1 MI WEST FROM WARRINGTON.
 BG4544'BEGIN AT THE INTERSECTION OF STATE ROAD 295 (NAVY BOULEVARD) AND
 BG4544'STATE ROAD 292 (GULF BEACH HIGHWAY), GO 2.8 MILES WESTERLY ON STATE
 BG4544'ROAD 292 TO THE JUNCTION OF WAYCROSS AVENUE, GO 0.3 MILE SOUTH ON
 BG4544'WAYCROSS AVENUE TO THE MARK.  THE MARK BEARS 25 FEET NORTHEAST OF THE
 BG4544'CENTERLINE OF WAYCROSS AVENUE, 13.2 FEET SOUTHEAST OF THE CENTERLINE
 BG4544'OF SUNNYSIDE STREET, AND 2.4 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4543 ***********************************************************************
 BG4543  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4543  DESIGNATION -  872 9889 B TIDAL
 BG4543  PID         -  BG4543
 BG4543  STATE/COUNTY-  FL/ESCAMBIA
 BG4543  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4543
 BG4543                         *CURRENT SURVEY CONTROL
 BG4543  ___________________________________________________________________
 BG4543* NAD 83(1986)-  30 22 19.     (N)    087 19 15.     (W)     SCALED    
 BG4543* NAVD 88     -         4.579  (meters)      15.02   (feet)  ADJUSTED  
 BG4543  ___________________________________________________________________
 BG4543  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG4543  DYNAMIC HT  -           4.573 (meters)      15.00  (feet)  COMP
 BG4543  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 BG4543
 BG4543  VERT ORDER  -  SECOND    CLASS I
 BG4543
 BG4543.The horizontal coordinates were scaled from a topographic map and have
 BG4543.an estimated accuracy of +/- 6 seconds.
 BG4543
 BG4543.The orthometric height was determined by differential leveling
 BG4543.and adjusted by the National Geodetic Survey in June 1991..
 BG4543
 BG4543.This Tidal Bench Mark is designated as VM 10298
 BG4543.by the Center for Operational Oceanographic Products and Services.
 BG4543
 BG4543.The geoid height was determined by GEOID03.
 BG4543
 BG4543.The dynamic height is computed by dividing the NAVD 88
 BG4543.geopotential number by the normal gravity value computed on the
 BG4543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4543.degrees latitude (g = 980.6199 gals.).
 BG4543
 BG4543.The modeled gravity was interpolated from observed gravity values.
 BG4543
 BG4543;                    North         East    Units  Estimated Accuracy
 BG4543;SPC FL N     -   155,430.      328,890.      MT  (+/- 180 meters Scaled)
 BG4543
 BG4543                          SUPERSEDED SURVEY CONTROL
 BG4543
 BG4543.No superseded survey control is available for this station.
 BG4543
 BG4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU691600(NAD 83)
 BG4543_MARKER: DJ = TIDAL STATION DISK
 BG4543_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4543_SP_SET: GALVANIZED STEEL ROD
 BG4543_STAMPING: 9889 B 1977
 BG4543_MARK LOGO: NOS   
 BG4543_PROJECTION: RECESSED 3 CENTIMETERS
 BG4543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4543_ROD/PIPE-DEPTH: 12.2 meters
 BG4543
 BG4543  HISTORY     - Date     Condition        Report By
 BG4543  HISTORY     - 1977     MONUMENTED       NOS
 BG4543  HISTORY     - 1985     GOOD             FLDNR
 BG4543
 BG4543                          STATION DESCRIPTION
 BG4543
 BG4543'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4543'3.0 MI WEST FROM WARRINGTON.
 BG4543'BEGIN AT THE INTERSECTION OF STATE ROAD 295 (NAVY BOULEVARD) AND
 BG4543'STATE ROAD 292 (GULF BEACH HIGHWAY), GO 2.8 MILES WESTERLY ON STATE
 BG4543'ROAD 292 TO THE JUNCTION OF WAYCROSS AVENUE, GO 0.2 MILE SOUTH ON
 BG4543'WAYCROSS AVENUE TO THE MARK.  THE MARK BEARS 34 FEET SOUTHWEST OF THE
 BG4543'CENTERLINE OF THE ROAD, 64.6 FEET EAST OF THE EAST CORNER OF HOUSE
 BG4543'115, AND 4.1 FEET EAST-SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4540 ***********************************************************************
 BG4540  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4540  DESIGNATION -  872 9889 C TIDAL
 BG4540  PID         -  BG4540
 BG4540  STATE/COUNTY-  FL/ESCAMBIA
 BG4540  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4540
 BG4540                         *CURRENT SURVEY CONTROL
 BG4540  ___________________________________________________________________
 BG4540* NAD 83(1986)-  30 22 29.     (N)    087 19 17.     (W)     SCALED    
 BG4540* NAVD 88     -         5.577  (meters)      18.30   (feet)  ADJUSTED  
 BG4540  ___________________________________________________________________
 BG4540  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG4540  DYNAMIC HT  -           5.569 (meters)      18.27  (feet)  COMP
 BG4540  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BG4540
 BG4540  VERT ORDER  -  SECOND    CLASS I
 BG4540
 BG4540.The horizontal coordinates were scaled from a topographic map and have
 BG4540.an estimated accuracy of +/- 6 seconds.
 BG4540
 BG4540.The orthometric height was determined by differential leveling
 BG4540.and adjusted by the National Geodetic Survey in June 1991..
 BG4540
 BG4540.This Tidal Bench Mark is designated as VM 10299
 BG4540.by the Center for Operational Oceanographic Products and Services.
 BG4540
 BG4540.The geoid height was determined by GEOID03.
 BG4540
 BG4540.The dynamic height is computed by dividing the NAVD 88
 BG4540.geopotential number by the normal gravity value computed on the
 BG4540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4540.degrees latitude (g = 980.6199 gals.).
 BG4540
 BG4540.The modeled gravity was interpolated from observed gravity values.
 BG4540
 BG4540;                    North         East    Units  Estimated Accuracy
 BG4540;SPC FL N     -   155,740.      328,840.      MT  (+/- 180 meters Scaled)
 BG4540
 BG4540                          SUPERSEDED SURVEY CONTROL
 BG4540
 BG4540.No superseded survey control is available for this station.
 BG4540
 BG4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU691603(NAD 83)
 BG4540_MARKER: DJ = TIDAL STATION DISK
 BG4540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4540_SP_SET: CONCRETE POST
 BG4540_STAMPING: 9889 C 1977
 BG4540_MARK LOGO: NOS   
 BG4540_PROJECTION: RECESSED 5 CENTIMETERS
 BG4540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4540+STABILITY: SURFACE MOTION
 BG4540
 BG4540  HISTORY     - Date     Condition        Report By
 BG4540  HISTORY     - 1977     MONUMENTED       NOS
 BG4540  HISTORY     - 1985     GOOD             FLDNR
 BG4540
 BG4540                          STATION DESCRIPTION
 BG4540
 BG4540'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4540'2.8 MI WEST FROM WARRINGTON.
 BG4540'BEGIN AT THE INTERSECTION OF STATE ROAD 295 (NAVY BOULEVARD) AND
 BG4540'STATE ROAD 292 (GULF BEACH HIGHWAY), GO 2.8 MILES WESTERLY ON STATE
 BG4540'ROAD 292 TO THE JUNCTION OF WAYCROSS AVENUE AND THE MARK.  THE MARK
 BG4540'BEARS 35.2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 BG4540'NORTHEAST OF THE CENTERLINE OF WAYCROSS AVENUE, 4.5 FEET NORTHWEST OF
 BG4540'A 12-INCH DIAMETER PINE TREE, 50 FEET NORTHWEST OF HOUSE 220, AND 1.8
 BG4540'FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4542 ***********************************************************************
 BG4542  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4542  DESIGNATION -  872 9889 D TIDAL
 BG4542  PID         -  BG4542
 BG4542  STATE/COUNTY-  FL/ESCAMBIA
 BG4542  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4542
 BG4542                         *CURRENT SURVEY CONTROL
 BG4542  ___________________________________________________________________
 BG4542* NAD 83(1986)-  30 22 23.     (N)    087 19 15.     (W)     SCALED    
 BG4542* NAVD 88     -         5.582  (meters)      18.31   (feet)  ADJUSTED  
 BG4542  ___________________________________________________________________
 BG4542  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG4542  DYNAMIC HT  -           5.575 (meters)      18.29  (feet)  COMP
 BG4542  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BG4542
 BG4542  VERT ORDER  -  SECOND    CLASS I
 BG4542
 BG4542.The horizontal coordinates were scaled from a topographic map and have
 BG4542.an estimated accuracy of +/- 6 seconds.
 BG4542
 BG4542.The orthometric height was determined by differential leveling
 BG4542.and adjusted by the National Geodetic Survey in June 1991..
 BG4542
 BG4542.This Tidal Bench Mark is designated as VM 10300
 BG4542.by the Center for Operational Oceanographic Products and Services.
 BG4542
 BG4542.The geoid height was determined by GEOID03.
 BG4542
 BG4542.The dynamic height is computed by dividing the NAVD 88
 BG4542.geopotential number by the normal gravity value computed on the
 BG4542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4542.degrees latitude (g = 980.6199 gals.).
 BG4542
 BG4542.The modeled gravity was interpolated from observed gravity values.
 BG4542
 BG4542;                    North         East    Units  Estimated Accuracy
 BG4542;SPC FL N     -   155,550.      328,890.      MT  (+/- 180 meters Scaled)
 BG4542
 BG4542                          SUPERSEDED SURVEY CONTROL
 BG4542
 BG4542.No superseded survey control is available for this station.
 BG4542
 BG4542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU691601(NAD 83)
 BG4542_MARKER: DJ = TIDAL STATION DISK
 BG4542_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4542_SP_SET: GALVANIZED STEEL ROD
 BG4542_STAMPING: 9889 D 1977
 BG4542_MARK LOGO: NOS   
 BG4542_PROJECTION: PROJECTING 3 CENTIMETERS
 BG4542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG4542+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BG4542_ROD/PIPE-DEPTH: 12.2 meters
 BG4542
 BG4542  HISTORY     - Date     Condition        Report By
 BG4542  HISTORY     - 1977     MONUMENTED       NOS
 BG4542  HISTORY     - 1985     GOOD             FLDNR
 BG4542  HISTORY     - 20041116 GOOD             FL-033
 BG4542
 BG4542                          STATION DESCRIPTION
 BG4542
 BG4542'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4542'2.95 MI WEST FROM WARRINGTON.
 BG4542'BEGIN AT THE INTERSECTION OF STATE ROAD 295 (NAVY BOULEVARD) AND
 BG4542'STATE ROAD 292 (GULF BEACH HIGHWAY), GO 2.8 MILES WESTERLY ON STATE
 BG4542'ROAD 292 TO THE JUNCTION OF WAYCROSS AVENUE, GO 0.15 MILE SOUTH ON
 BG4542'WAYCROSS AVENUE TO THE MARK.  THE MARK BEARS 31.1 FEET NORTHEAST OF
 BG4542'THE CENTERLINE OF WAYCROSS AVENUE, 29.4 FEET NORTHWEST OF THE
 BG4542'CENTERLINE OF STONEWALL STREET, 59.4 FEET NORTHWEST OF A POWER POLE,
 BG4542'AND 1 FOOT SOUTHEAST OF A BAMBOO FENCE.
 BG4542
 BG4542                          STATION RECOVERY (2004)
 BG4542
 BG4542'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2004 (WFB)
 BG4542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4541 ***********************************************************************
 BG4541  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4541  DESIGNATION -  872 9889 E TIDAL
 BG4541  PID         -  BG4541
 BG4541  STATE/COUNTY-  FL/ESCAMBIA
 BG4541  USGS QUAD   -  FORT BARRANCAS (1994)
 BG4541
 BG4541                         *CURRENT SURVEY CONTROL
 BG4541  ___________________________________________________________________
 BG4541* NAD 83(1986)-  30 22 27.     (N)    087 19 16.     (W)     SCALED    
 BG4541* NAVD 88     -         5.456  (meters)      17.90   (feet)  ADJUSTED  
 BG4541  ___________________________________________________________________
 BG4541  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BG4541  DYNAMIC HT  -           5.449 (meters)      17.88  (feet)  COMP
 BG4541  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BG4541
 BG4541  VERT ORDER  -  SECOND    CLASS I
 BG4541
 BG4541.The horizontal coordinates were scaled from a topographic map and have
 BG4541.an estimated accuracy of +/- 6 seconds.
 BG4541
 BG4541.The orthometric height was determined by differential leveling
 BG4541.and adjusted by the National Geodetic Survey in June 1991..
 BG4541
 BG4541.This Tidal Bench Mark is designated as VM 10301
 BG4541.by the Center for Operational Oceanographic Products and Services.
 BG4541
 BG4541.The geoid height was determined by GEOID03.
 BG4541
 BG4541.The dynamic height is computed by dividing the NAVD 88
 BG4541.geopotential number by the normal gravity value computed on the
 BG4541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4541.degrees latitude (g = 980.6199 gals.).
 BG4541
 BG4541.The modeled gravity was interpolated from observed gravity values.
 BG4541
 BG4541;                    North         East    Units  Estimated Accuracy
 BG4541;SPC FL N     -   155,680.      328,870.      MT  (+/- 180 meters Scaled)
 BG4541
 BG4541                          SUPERSEDED SURVEY CONTROL
 BG4541
 BG4541.No superseded survey control is available for this station.
 BG4541
 BG4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU691602(NAD 83)
 BG4541_MARKER: DJ = TIDAL STATION DISK
 BG4541_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4541_SP_SET: GALVANIZED STEEL ROD
 BG4541_STAMPING: 9889 E 1977
 BG4541_MARK LOGO: NOS   
 BG4541_PROJECTION: RECESSED 3 CENTIMETERS
 BG4541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4541_ROD/PIPE-DEPTH: 12.2 meters
 BG4541
 BG4541  HISTORY     - Date     Condition        Report By
 BG4541  HISTORY     - 1977     MONUMENTED       NOS
 BG4541  HISTORY     - 1985     GOOD             FLDNR
 BG4541
 BG4541                          STATION DESCRIPTION
 BG4541
 BG4541'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4541'2.85 MI WEST FROM WARRINGTON.
 BG4541'BEGIN AT THE INTERSECTION OF STATE ROAD 295 (NAVY BOULEVARD) AND
 BG4541'STATE ROAD 292 (GULF BEACH HIGHWAY), GO 2.8 MILES WESTERLY ON STATE
 BG4541'ROAD 292 TO THE JUNCTION OF WAYCROSS AVENUE, GO 0.05 MILE SOUTH ON
 BG4541'WAYCROSS AVENUE TO THE MARK.  THE MARK BEARS 19.5 FEET NORTHEAST OF
 BG4541'THE CENTERLINE OF THE ROAD, 3.2 FEET SOUTHEAST OF A FENCE CORNER, 67
 BG4541'FEET NORTHWEST OF POWER POLE 11039-51063, AND 295 FEET SOUTHEAST OF
 BG4541'BENCH MARK 9889 C 1977.  THE MARK IS DIRECTLY UNDER A CHAIN LINK
 BG4541'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3615 ***********************************************************************
 BG3615  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3615  DESIGNATION -  872 9905 B TIDAL
 BG3615  PID         -  BG3615
 BG3615  STATE/COUNTY-  FL/ESCAMBIA
 BG3615  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3615
 BG3615                         *CURRENT SURVEY CONTROL
 BG3615  ___________________________________________________________________
 BG3615* NAD 83(1986)-  30 25 06.     (N)    087 21 19.     (W)     SCALED    
 BG3615* NAVD 88     -         1.486  (meters)       4.88   (feet)  ADJUSTED  
 BG3615  ___________________________________________________________________
 BG3615  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG3615  DYNAMIC HT  -           1.484 (meters)       4.87  (feet)  COMP
 BG3615  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 BG3615
 BG3615  VERT ORDER  -  SECOND    CLASS I
 BG3615
 BG3615.The horizontal coordinates were scaled from a topographic map and have
 BG3615.an estimated accuracy of +/- 6 seconds.
 BG3615
 BG3615.The orthometric height was determined by differential leveling
 BG3615.and adjusted by the National Geodetic Survey in June 1991..
 BG3615
 BG3615.This Tidal Bench Mark is designated as VM 10303
 BG3615.by the Center for Operational Oceanographic Products and Services.
 BG3615
 BG3615.The geoid height was determined by GEOID03.
 BG3615
 BG3615.The dynamic height is computed by dividing the NAVD 88
 BG3615.geopotential number by the normal gravity value computed on the
 BG3615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3615.degrees latitude (g = 980.6199 gals.).
 BG3615
 BG3615.The modeled gravity was interpolated from observed gravity values.
 BG3615
 BG3615;                    North         East    Units  Estimated Accuracy
 BG3615;SPC FL N     -   160,650.      325,710.      MT  (+/- 180 meters Scaled)
 BG3615
 BG3615                          SUPERSEDED SURVEY CONTROL
 BG3615
 BG3615.No superseded survey control is available for this station.
 BG3615
 BG3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU658651(NAD 83)
 BG3615_MARKER: DJ = TIDAL STATION DISK
 BG3615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3615_SP_SET: COPPER-CLAD STEEL ROD
 BG3615_STAMPING: 9905 B 1977
 BG3615_MARK LOGO: NOS   
 BG3615_PROJECTION: FLUSH
 BG3615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3615+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BG3615_ROD/PIPE-DEPTH: 12.2 meters
 BG3615
 BG3615  HISTORY     - Date     Condition        Report By
 BG3615  HISTORY     - 1977     MONUMENTED       NOS
 BG3615  HISTORY     - 1984     GOOD             FLDNR
 BG3615  HISTORY     - 20030520 GOOD             USPSQD
 BG3615  HISTORY     - 20040805 GOOD             USPSQD
 BG3615  HISTORY     - 20050728 GOOD             USPSQD
 BG3615
 BG3615                          STATION DESCRIPTION
 BG3615
 BG3615'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3615'IN MILLVIEW.
 BG3615'BEGIN AT THE INTERSECTION OF STATE ROAD 298 AND U.S. HIGHWAY 98
 BG3615'SOUTHWEST OF MILLVIEW, GO 1.55 MILES NORTHEAST ON STATE ROAD 298 TO
 BG3615'THE MARK.  THE MARK BEARS 30.2 FEET NORTHWEST OF THE CENTERLINE OF THE
 BG3615'ROAD, 67 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT DRIVE TO THE
 BG3615'PERDIDO TERRACE APARTMENTS, 110 FEET EAST OF THE EAST CORNER OF A
 BG3615'TWO-STORY HOUSE NEXT TO THE APARTMENTS, AND 6.2 FEET SOUTHWEST OF A
 BG3615'POWER POLE WITH A STREET LIGHT.
 BG3615
 BG3615                          STATION RECOVERY (2003)
 BG3615
 BG3615'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3615'HOUSE NUMBER IS 10100 LILLIAN HIGHWAY. SURVEY SIGN NAILED TO BOTTOM OF
 BG3615'THE STREET LIGHT POLE.
 BG3615
 BG3615                          STATION RECOVERY (2004)
 BG3615
 BG3615'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3615'RECOVERED IN GOOD CONDITION.
 BG3615
 BG3615                          STATION RECOVERY (2005)
 BG3615
 BG3615'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3616 ***********************************************************************
 BG3616  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3616  DESIGNATION -  872 9905 C TIDAL
 BG3616  PID         -  BG3616
 BG3616  STATE/COUNTY-  FL/ESCAMBIA
 BG3616  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3616
 BG3616                         *CURRENT SURVEY CONTROL
 BG3616  ___________________________________________________________________
 BG3616* NAD 83(1986)-  30 25 08.     (N)    087 21 13.     (W)     SCALED    
 BG3616* NAVD 88     -         1.817  (meters)       5.96   (feet)  ADJUSTED  
 BG3616  ___________________________________________________________________
 BG3616  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG3616  DYNAMIC HT  -           1.814 (meters)       5.95  (feet)  COMP
 BG3616  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BG3616
 BG3616  VERT ORDER  -  SECOND    CLASS I
 BG3616
 BG3616.The horizontal coordinates were scaled from a topographic map and have
 BG3616.an estimated accuracy of +/- 6 seconds.
 BG3616
 BG3616.The orthometric height was determined by differential leveling
 BG3616.and adjusted by the National Geodetic Survey in June 1991..
 BG3616
 BG3616.This Tidal Bench Mark is designated as VM 10304
 BG3616.by the Center for Operational Oceanographic Products and Services.
 BG3616
 BG3616.The geoid height was determined by GEOID03.
 BG3616
 BG3616.The dynamic height is computed by dividing the NAVD 88
 BG3616.geopotential number by the normal gravity value computed on the
 BG3616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3616.degrees latitude (g = 980.6199 gals.).
 BG3616
 BG3616.The modeled gravity was interpolated from observed gravity values.
 BG3616
 BG3616;                    North         East    Units  Estimated Accuracy
 BG3616;SPC FL N     -   160,710.      325,870.      MT  (+/- 180 meters Scaled)
 BG3616
 BG3616                          SUPERSEDED SURVEY CONTROL
 BG3616
 BG3616.No superseded survey control is available for this station.
 BG3616
 BG3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU660652(NAD 83)
 BG3616_MARKER: DJ = TIDAL STATION DISK
 BG3616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3616_SP_SET: COPPER-CLAD STEEL ROD
 BG3616_STAMPING: 9905 C 1977
 BG3616_MARK LOGO: NOS   
 BG3616_PROJECTION: FLUSH
 BG3616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3616+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BG3616_ROD/PIPE-DEPTH: 12.2 meters
 BG3616
 BG3616  HISTORY     - Date     Condition        Report By
 BG3616  HISTORY     - 1977     MONUMENTED       NOS
 BG3616  HISTORY     - 1984     GOOD             FLDNR
 BG3616  HISTORY     - 20030520 GOOD             USPSQD
 BG3616  HISTORY     - 20040805 GOOD             USPSQD
 BG3616  HISTORY     - 20050728 GOOD             USPSQD
 BG3616
 BG3616                          STATION DESCRIPTION
 BG3616
 BG3616'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3616'IN MILLVIEW.
 BG3616'BEGIN AT THE INTERSECTION OF STATE ROAD 298 AND U.S. HIGHWAY 98
 BG3616'SOUTHWEST OF MILLVIEW, GO 1.65 MILES NORTHEAST ON STATE ROAD 298 TO
 BG3616'THE MARK.  THE MARK BEARS 31 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BG3616'ROAD, 37.5 FEET NORTHWEST OF THE WEST CORNER OF COTTAGE 2 AT HORNS
 BG3616'COURT COTTAGES, AND 4 FEET NORTHEAST OF POWER POLE 10033-52712.
 BG3616
 BG3616                          STATION RECOVERY (2003)
 BG3616
 BG3616'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3616'SURVEY SIGN NAILED TO BOTTOM OF THE POLE.
 BG3616
 BG3616                          STATION RECOVERY (2004)
 BG3616
 BG3616'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3616'RECOVERED IN GOOD CONDITION.
 BG3616
 BG3616                          STATION RECOVERY (2005)
 BG3616
 BG3616'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3617 ***********************************************************************
 BG3617  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3617  DESIGNATION -  872 9905 D TIDAL
 BG3617  PID         -  BG3617
 BG3617  STATE/COUNTY-  FL/ESCAMBIA
 BG3617  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3617
 BG3617                         *CURRENT SURVEY CONTROL
 BG3617  ___________________________________________________________________
 BG3617* NAD 83(1986)-  30 25 09.     (N)    087 21 02.     (W)     SCALED    
 BG3617* NAVD 88     -         3.379  (meters)      11.09   (feet)  ADJUSTED  
 BG3617  ___________________________________________________________________
 BG3617  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG3617  DYNAMIC HT  -           3.375 (meters)      11.07  (feet)  COMP
 BG3617  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BG3617
 BG3617  VERT ORDER  -  SECOND    CLASS I
 BG3617
 BG3617.The horizontal coordinates were scaled from a topographic map and have
 BG3617.an estimated accuracy of +/- 6 seconds.
 BG3617
 BG3617.The orthometric height was determined by differential leveling
 BG3617.and adjusted by the National Geodetic Survey in June 1991..
 BG3617
 BG3617.This Tidal Bench Mark is designated as VM 10305
 BG3617.by the Center for Operational Oceanographic Products and Services.
 BG3617
 BG3617.The geoid height was determined by GEOID03.
 BG3617
 BG3617.The dynamic height is computed by dividing the NAVD 88
 BG3617.geopotential number by the normal gravity value computed on the
 BG3617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3617.degrees latitude (g = 980.6199 gals.).
 BG3617
 BG3617.The modeled gravity was interpolated from observed gravity values.
 BG3617
 BG3617;                    North         East    Units  Estimated Accuracy
 BG3617;SPC FL N     -   160,740.      326,160.      MT  (+/- 180 meters Scaled)
 BG3617
 BG3617                          SUPERSEDED SURVEY CONTROL
 BG3617
 BG3617.No superseded survey control is available for this station.
 BG3617
 BG3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU663652(NAD 83)
 BG3617_MARKER: DJ = TIDAL STATION DISK
 BG3617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3617_SP_SET: BRIDGE RAIL
 BG3617_STAMPING: 9905 D 1977
 BG3617_MARK LOGO: NOS   
 BG3617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3617+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 BG3617
 BG3617  HISTORY     - Date     Condition        Report By
 BG3617  HISTORY     - 1977     MONUMENTED       NOS
 BG3617  HISTORY     - 1984     GOOD             FLDNR
 BG3617  HISTORY     - 20030520 GOOD             USPSQD
 BG3617
 BG3617                          STATION DESCRIPTION
 BG3617
 BG3617'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3617'IN MILLVIEW.
 BG3617'BEGIN AT THE INTERSECTION OF STATE ROAD 298 AND U.S. HIGHWAY 98
 BG3617'SOUTHWEST OF MILLVIEW, GO 1.95 MILES NORTHEAST ON STATE ROAD 298 TO
 BG3617'BRIDGE 22 AND THE MARK.  THE MARK BEARS 22.6 FEET SOUTHEAST OF THE
 BG3617'CENTERLINE OF THE ROAD AND 0.4 FOOT NORTHEAST OF THE SOUTHWEST END OF
 BG3617'THE BRIDGE.
 BG3617'THE MARK IS 3 FT ABOVE ROAD.
 BG3617
 BG3617                          STATION RECOVERY (2003)
 BG3617
 BG3617'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3617'THE BRIDGE WAS REBUILT INCLUDING NEW GUARD RAILS SOME YEARS AGO. THE
 BG3617'ORIGINAL MARKS WERE REMOVED AND NEW FLORIDA D.O.T. MARK INSTALLED IN
 BG3617'THE ORIGINAL LOCATION. THERE ARE NO NUMBERS ON THE NEW MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3618 ***********************************************************************
 BG3618  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3618  DESIGNATION -  872 9905 E TIDAL
 BG3618  PID         -  BG3618
 BG3618  STATE/COUNTY-  FL/ESCAMBIA
 BG3618  USGS QUAD   -  WEST PENSACOLA (1994)
 BG3618
 BG3618                         *CURRENT SURVEY CONTROL
 BG3618  ___________________________________________________________________
 BG3618* NAD 83(1986)-  30 25 10.     (N)    087 21 01.     (W)     SCALED    
 BG3618* NAVD 88     -         3.388  (meters)      11.12   (feet)  ADJUSTED  
 BG3618  ___________________________________________________________________
 BG3618  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG3618  DYNAMIC HT  -           3.384 (meters)      11.10  (feet)  COMP
 BG3618  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 BG3618
 BG3618  VERT ORDER  -  SECOND    CLASS I
 BG3618
 BG3618.The horizontal coordinates were scaled from a topographic map and have
 BG3618.an estimated accuracy of +/- 6 seconds.
 BG3618
 BG3618.The orthometric height was determined by differential leveling
 BG3618.and adjusted by the National Geodetic Survey in June 1991..
 BG3618
 BG3618.This Tidal Bench Mark is designated as VM 10306
 BG3618.by the Center for Operational Oceanographic Products and Services.
 BG3618
 BG3618.The geoid height was determined by GEOID03.
 BG3618
 BG3618.The dynamic height is computed by dividing the NAVD 88
 BG3618.geopotential number by the normal gravity value computed on the
 BG3618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3618.degrees latitude (g = 980.6199 gals.).
 BG3618
 BG3618.The modeled gravity was interpolated from observed gravity values.
 BG3618
 BG3618;                    North         East    Units  Estimated Accuracy
 BG3618;SPC FL N     -   160,770.      326,190.      MT  (+/- 180 meters Scaled)
 BG3618
 BG3618                          SUPERSEDED SURVEY CONTROL
 BG3618
 BG3618.No superseded survey control is available for this station.
 BG3618
 BG3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU663653(NAD 83)
 BG3618_MARKER: DJ = TIDAL STATION DISK
 BG3618_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3618_SP_SET: BRIDGE RAIL
 BG3618_STAMPING: 9905 E 1977
 BG3618_MARK LOGO: NOS   
 BG3618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3618
 BG3618  HISTORY     - Date     Condition        Report By
 BG3618  HISTORY     - 1977     MONUMENTED       NOS
 BG3618  HISTORY     - 1984     GOOD             FLDNR
 BG3618  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 BG3618
 BG3618                          STATION DESCRIPTION
 BG3618
 BG3618'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3618'IN MILLVIEW.
 BG3618'BEGIN AT THE INTERSECTION OF STATE ROAD 298 AND U.S. HIGHWAY 98
 BG3618'SOUTHWEST OF MILLVIEW, GO 1.95 MILES NORTHEAST ON STATE ROAD 298 TO
 BG3618'BRIDGE 22 AND THE MARK.  THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL
 BG3618'AT THE NORTH CORNER OF THE BRIDGE, 22.5 FEET NORTHWEST OF THE
 BG3618'CENTERLINE OF THE ROAD, AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF
 BG3618'THE BRIDGE.
 BG3618'THE MARK IS 3 FT ABOVE ROAD.
 BG3618
 BG3618                          STATION RECOVERY (2003)
 BG3618
 BG3618'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3618'THE BRIDGE WAS REBUILT INCLUDING NEW GUARD RAILS SOME YEARS AGO. THE
 BG3618'ORIGINAL MARK WAS REMOVED. NO MARK INSTALLED IN THE ORIGINAL LOCATION.
 BG3618' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3626 ***********************************************************************
 BG3626  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3626  DESIGNATION -  872 9909 A TIDAL
 BG3626  PID         -  BG3626
 BG3626  STATE/COUNTY-  FL/ESCAMBIA
 BG3626  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3626
 BG3626                         *CURRENT SURVEY CONTROL
 BG3626  ___________________________________________________________________
 BG3626* NAD 83(1986)-  30 19 36.     (N)    087 22 08.     (W)     SCALED    
 BG3626* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 BG3626  ___________________________________________________________________
 BG3626  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG3626  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 BG3626  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BG3626
 BG3626  VERT ORDER  -  SECOND    CLASS I
 BG3626
 BG3626.The horizontal coordinates were scaled from a topographic map and have
 BG3626.an estimated accuracy of +/- 6 seconds.
 BG3626
 BG3626.The orthometric height was determined by differential leveling
 BG3626.and adjusted by the National Geodetic Survey in June 1991..
 BG3626
 BG3626.This Tidal Bench Mark is designated as VM 16554
 BG3626.by the Center for Operational Oceanographic Products and Services.
 BG3626
 BG3626.The geoid height was determined by GEOID03.
 BG3626
 BG3626.The dynamic height is computed by dividing the NAVD 88
 BG3626.geopotential number by the normal gravity value computed on the
 BG3626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3626.degrees latitude (g = 980.6199 gals.).
 BG3626
 BG3626.The modeled gravity was interpolated from observed gravity values.
 BG3626
 BG3626;                    North         East    Units  Estimated Accuracy
 BG3626;SPC FL N     -   150,530.      324,150.      MT  (+/- 180 meters Scaled)
 BG3626
 BG3626                          SUPERSEDED SURVEY CONTROL
 BG3626
 BG3626.No superseded survey control is available for this station.
 BG3626
 BG3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU645550(NAD 83)
 BG3626_MARKER: DJ = TIDAL STATION DISK
 BG3626_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3626+WITH SETTING: PAVEMENT
 BG3626_SP_SET: CONCRETE BASE FOR FLAGPOLE
 BG3626_STAMPING: 9909 A 1977
 BG3626_MARK LOGO: NOS   
 BG3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3626+STABILITY: SURFACE MOTION
 BG3626
 BG3626  HISTORY     - Date     Condition        Report By
 BG3626  HISTORY     - 1977     MONUMENTED       NOS
 BG3626  HISTORY     - 1984     GOOD             FLDNR
 BG3626
 BG3626                          STATION DESCRIPTION
 BG3626
 BG3626'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3626'3.25 MI ENE FROM PERDIDO BAY.
 BG3626'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3626'THE COMMUNITY OF PERDIDO BAY, GO 3.25 MILES EASTERLY ON COUNTY ROAD
 BG3626'292 A TO THE GRAND LAGOON YACHT CLUB AND THE MARK.  THE MARK BEARS 175
 BG3626'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW CLUBHOUSE, 21
 BG3626'FEET WEST OF THE BOAT RAMP, AND 1.4 FEET NORTH OF THE OLD FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3624 ***********************************************************************
 BG3624  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3624  DESIGNATION -  872 9909 C TIDAL
 BG3624  PID         -  BG3624
 BG3624  STATE/COUNTY-  FL/ESCAMBIA
 BG3624  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3624
 BG3624                         *CURRENT SURVEY CONTROL
 BG3624  ___________________________________________________________________
 BG3624* NAD 83(1986)-  30 19 38.     (N)    087 22 08.     (W)     SCALED    
 BG3624* NAVD 88     -         4.096  (meters)      13.44   (feet)  ADJUSTED  
 BG3624  ___________________________________________________________________
 BG3624  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG3624  DYNAMIC HT  -           4.091 (meters)      13.42  (feet)  COMP
 BG3624  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BG3624
 BG3624  VERT ORDER  -  SECOND    CLASS I
 BG3624
 BG3624.The horizontal coordinates were scaled from a topographic map and have
 BG3624.an estimated accuracy of +/- 6 seconds.
 BG3624
 BG3624.The orthometric height was determined by differential leveling
 BG3624.and adjusted by the National Geodetic Survey in June 1991..
 BG3624
 BG3624.This Tidal Bench Mark is designated as VM 10308
 BG3624.by the Center for Operational Oceanographic Products and Services.
 BG3624
 BG3624.The geoid height was determined by GEOID03.
 BG3624
 BG3624.The dynamic height is computed by dividing the NAVD 88
 BG3624.geopotential number by the normal gravity value computed on the
 BG3624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3624.degrees latitude (g = 980.6199 gals.).
 BG3624
 BG3624.The modeled gravity was interpolated from observed gravity values.
 BG3624
 BG3624;                    North         East    Units  Estimated Accuracy
 BG3624;SPC FL N     -   150,590.      324,150.      MT  (+/- 180 meters Scaled)
 BG3624
 BG3624                          SUPERSEDED SURVEY CONTROL
 BG3624
 BG3624.No superseded survey control is available for this station.
 BG3624
 BG3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU645551(NAD 83)
 BG3624_MARKER: DJ = TIDAL STATION DISK
 BG3624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3624_SP_SET: COPPER-CLAD STEEL ROD
 BG3624_STAMPING: 9909 C 1977
 BG3624_MARK LOGO: NOS   
 BG3624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3624
 BG3624  HISTORY     - Date     Condition        Report By
 BG3624  HISTORY     - 1977     MONUMENTED       NOS
 BG3624  HISTORY     - 1984     GOOD             FLDNR
 BG3624
 BG3624                          STATION DESCRIPTION
 BG3624
 BG3624'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3624'3.25 MI ENE FROM PERDIDO BAY.
 BG3624'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3624'THE COMMUNITY OF PERDIDO BAY, GO 3.25 MILES EASTERLY ON COUNTY ROAD
 BG3624'292 A TO THE MARK.  THE MARK BEARS 33.7 FEET SOUTH OF THE CENTERLINE
 BG3624'OF 292 A, 43.4 FEET WEST OF THE ENTRANCE DRIVE TO THE GRAND LAGOON
 BG3624'YACHT CLUB, 7 FEET EAST OF THE YACHT CLUB SIGN, 4.4 FEET NORTH OF A
 BG3624'2-FOOT BY 2-FOOT CONCRETE SQUARE, AND 1 FOOT NORTH OF A WITNESS POST.
 BG3624'SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3623 ***********************************************************************
 BG3623  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3623  DESIGNATION -  872 9909 D TIDAL
 BG3623  PID         -  BG3623
 BG3623  STATE/COUNTY-  FL/ESCAMBIA
 BG3623  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3623
 BG3623                         *CURRENT SURVEY CONTROL
 BG3623  ___________________________________________________________________
 BG3623* NAD 83(1986)-  30 19 40.     (N)    087 22 04.     (W)     SCALED    
 BG3623* NAVD 88     -         4.338  (meters)      14.23   (feet)  ADJUSTED  
 BG3623  ___________________________________________________________________
 BG3623  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG3623  DYNAMIC HT  -           4.332 (meters)      14.21  (feet)  COMP
 BG3623  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BG3623
 BG3623  VERT ORDER  -  SECOND    CLASS I
 BG3623
 BG3623.The horizontal coordinates were scaled from a topographic map and have
 BG3623.an estimated accuracy of +/- 6 seconds.
 BG3623
 BG3623.The orthometric height was determined by differential leveling
 BG3623.and adjusted by the National Geodetic Survey in June 1991..
 BG3623
 BG3623.This Tidal Bench Mark is designated as VM 10309
 BG3623.by the Center for Operational Oceanographic Products and Services.
 BG3623
 BG3623.The geoid height was determined by GEOID03.
 BG3623
 BG3623.The dynamic height is computed by dividing the NAVD 88
 BG3623.geopotential number by the normal gravity value computed on the
 BG3623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3623.degrees latitude (g = 980.6199 gals.).
 BG3623
 BG3623.The modeled gravity was interpolated from observed gravity values.
 BG3623
 BG3623;                    North         East    Units  Estimated Accuracy
 BG3623;SPC FL N     -   150,650.      324,260.      MT  (+/- 180 meters Scaled)
 BG3623
 BG3623                          SUPERSEDED SURVEY CONTROL
 BG3623
 BG3623.No superseded survey control is available for this station.
 BG3623
 BG3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU646551(NAD 83)
 BG3623_MARKER: DJ = TIDAL STATION DISK
 BG3623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3623_SP_SET: COPPER-CLAD STEEL ROD
 BG3623_STAMPING: 9909 D 1977
 BG3623_MARK LOGO: NOS   
 BG3623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3623
 BG3623  HISTORY     - Date     Condition        Report By
 BG3623  HISTORY     - 1977     MONUMENTED       NOS
 BG3623  HISTORY     - 1984     GOOD             FLDNR
 BG3623
 BG3623                          STATION DESCRIPTION
 BG3623
 BG3623'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3623'3.3 MI ENE FROM PERDIDO BAY.
 BG3623'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3623'THE COMMUNITY OF PERDIDO BAY, GO 3.3 MILES EASTERLY ON COUNTY ROAD 292
 BG3623'A TO THE MARK.  THE MARK BEARS 28.7 FEET NORTH OF THE CENTERLINE OF
 BG3623'292 A, 30 FEET EAST OF THE EAST PARKING LOT ENTRANCE FOR THE CATHOLIC
 BG3623'CHURCH OF THE HOLY SPIRIT, 105 FEET WEST OF A PRIVATE DRIVE, 6.8 FEET
 BG3623'SOUTHWEST OF POWER POLE 09523-49408, AND 0.3 FOOT SOUTH OF A WITNESS
 BG3623'POST, AND SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE
 BG3623'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3622 ***********************************************************************
 BG3622  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3622  DESIGNATION -  872 9909 E TIDAL
 BG3622  PID         -  BG3622
 BG3622  STATE/COUNTY-  FL/ESCAMBIA
 BG3622  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3622
 BG3622                         *CURRENT SURVEY CONTROL
 BG3622  ___________________________________________________________________
 BG3622* NAD 83(1986)-  30 19 40.     (N)    087 21 59.     (W)     SCALED    
 BG3622* NAVD 88     -         3.956  (meters)      12.98   (feet)  ADJUSTED  
 BG3622  ___________________________________________________________________
 BG3622  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG3622  DYNAMIC HT  -           3.951 (meters)      12.96  (feet)  COMP
 BG3622  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BG3622
 BG3622  VERT ORDER  -  SECOND    CLASS I
 BG3622
 BG3622.The horizontal coordinates were scaled from a topographic map and have
 BG3622.an estimated accuracy of +/- 6 seconds.
 BG3622
 BG3622.The orthometric height was determined by differential leveling
 BG3622.and adjusted by the National Geodetic Survey in June 1991..
 BG3622
 BG3622.This Tidal Bench Mark is designated as VM 10310
 BG3622.by the Center for Operational Oceanographic Products and Services.
 BG3622
 BG3622.The geoid height was determined by GEOID03.
 BG3622
 BG3622.The dynamic height is computed by dividing the NAVD 88
 BG3622.geopotential number by the normal gravity value computed on the
 BG3622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3622.degrees latitude (g = 980.6199 gals.).
 BG3622
 BG3622.The modeled gravity was interpolated from observed gravity values.
 BG3622
 BG3622;                    North         East    Units  Estimated Accuracy
 BG3622;SPC FL N     -   150,650.      324,390.      MT  (+/- 180 meters Scaled)
 BG3622
 BG3622                          SUPERSEDED SURVEY CONTROL
 BG3622
 BG3622.No superseded survey control is available for this station.
 BG3622
 BG3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU647551(NAD 83)
 BG3622_MARKER: DJ = TIDAL STATION DISK
 BG3622_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3622_SP_SET: COPPER-CLAD STEEL ROD
 BG3622_STAMPING: 9909 E 1977
 BG3622_MARK LOGO: NOS   
 BG3622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3622
 BG3622  HISTORY     - Date     Condition        Report By
 BG3622  HISTORY     - 1977     MONUMENTED       NOS
 BG3622  HISTORY     - 1984     GOOD             FLDNR
 BG3622
 BG3622                          STATION DESCRIPTION
 BG3622
 BG3622'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3622'3.4 MI ENE FROM PERDIDO BAY.
 BG3622'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3622'THE COMMUNITY OF PERDIDO BAY, GO 3.4 MILES EASTERLY ON COUNTY ROAD 292
 BG3622'A TO THE MARK.  THE MARK BEARS 31.5 FEET NORTH OF THE CENTERLINE OF
 BG3622'292 A, 32.2 FEET EAST OF THE CENTERLINE OF A DIRT DRIVEWAY, 8.8 FEET
 BG3622'SOUTH-SOUTHEAST OF A SCHOOL BUS STOP SHELTER, AND IS ACROSS THE
 BG3622'HIGHWAY FROM HOUSE 10611.  SET ON THE TOP OF A COPPER-COATED STEEL
 BG3622'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3625 ***********************************************************************
 BG3625  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3625  DESIGNATION -  872 9909 F TIDAL
 BG3625  PID         -  BG3625
 BG3625  STATE/COUNTY-  FL/ESCAMBIA
 BG3625  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3625
 BG3625                         *CURRENT SURVEY CONTROL
 BG3625  ___________________________________________________________________
 BG3625* NAD 83(1986)-  30 19 37.     (N)    087 22 08.     (W)     SCALED    
 BG3625* NAVD 88     -         2.323  (meters)       7.62   (feet)  ADJUSTED  
 BG3625  ___________________________________________________________________
 BG3625  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG3625  DYNAMIC HT  -           2.320 (meters)       7.61  (feet)  COMP
 BG3625  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BG3625
 BG3625  VERT ORDER  -  SECOND    CLASS I
 BG3625
 BG3625.The horizontal coordinates were scaled from a topographic map and have
 BG3625.an estimated accuracy of +/- 6 seconds.
 BG3625
 BG3625.The orthometric height was determined by differential leveling
 BG3625.and adjusted by the National Geodetic Survey in June 1991..
 BG3625
 BG3625.This Tidal Bench Mark is designated as VM 10311
 BG3625.by the Center for Operational Oceanographic Products and Services.
 BG3625
 BG3625.The geoid height was determined by GEOID03.
 BG3625
 BG3625.The dynamic height is computed by dividing the NAVD 88
 BG3625.geopotential number by the normal gravity value computed on the
 BG3625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3625.degrees latitude (g = 980.6199 gals.).
 BG3625
 BG3625.The modeled gravity was interpolated from observed gravity values.
 BG3625
 BG3625;                    North         East    Units  Estimated Accuracy
 BG3625;SPC FL N     -   150,560.      324,150.      MT  (+/- 180 meters Scaled)
 BG3625
 BG3625                          SUPERSEDED SURVEY CONTROL
 BG3625
 BG3625.No superseded survey control is available for this station.
 BG3625
 BG3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU645550(NAD 83)
 BG3625_MARKER: DJ = TIDAL STATION DISK
 BG3625_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3625+WITH SETTING: PAVEMENT
 BG3625_SP_SET: CONCRETE STEPS
 BG3625_STAMPING: 9909 F 1984
 BG3625_MARK LOGO: NOS   
 BG3625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3625+STABILITY: SURFACE MOTION
 BG3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3625+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG3625
 BG3625  HISTORY     - Date     Condition        Report By
 BG3625  HISTORY     - 1984     MONUMENTED       FLDNR
 BG3625  HISTORY     - 20030525 GOOD             USPSQD
 BG3625  HISTORY     - 20040806 GOOD             USPSQD
 BG3625  HISTORY     - 20050808 GOOD             USPSQD
 BG3625
 BG3625                          STATION DESCRIPTION
 BG3625
 BG3625'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3625'3.25 MI ENE FROM PERDIDO BAY.
 BG3625'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3625'THE COMMUNITY OF PERDIDO BAY, GO 3.25 MILES EASTERLY ON COUNTY ROAD
 BG3625'292 A TO THE GRAND LAGOON YACHT CLUB AND THE MARK.  THE MARK IS SET IN
 BG3625'THE FIRST CONCRETE STEP OF THE STAIRWAY ON THE WEST SIDE OF THE
 BG3625'CLUBHOUSE, 24.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE CLUBHOUSE,
 BG3625'14.5 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE BOAT BASIN, AND
 BG3625'50.7 FEET NORTH OF THE SOUTHWEST CORNER OF THE CLUBHOUSE.
 BG3625'THE MARK IS 1 FT ABOVE GROUND.
 BG3625
 BG3625                          STATION RECOVERY (2003)
 BG3625
 BG3625'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3625'RECOVERED IN GOOD CONDITION.
 BG3625
 BG3625                          STATION RECOVERY (2004)
 BG3625
 BG3625'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3625'RECOVERED IN GOOD CONDITION.
 BG3625
 BG3625                          STATION RECOVERY (2005)
 BG3625
 BG3625'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3634 ***********************************************************************
 BG3634  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3634  DESIGNATION -  872 9938 A TIDAL
 BG3634  PID         -  BG3634
 BG3634  STATE/COUNTY-  FL/ESCAMBIA
 BG3634  USGS QUAD   -  PERDIDO BAY (1992)
 BG3634
 BG3634                         *CURRENT SURVEY CONTROL
 BG3634  ___________________________________________________________________
 BG3634* NAD 83(1986)-  30 20 58.     (N)    087 24 50.     (W)     SCALED    
 BG3634* NAVD 88     -         1.670  (meters)       5.48   (feet)  ADJUSTED  
 BG3634  ___________________________________________________________________
 BG3634  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG3634  DYNAMIC HT  -           1.668 (meters)       5.47  (feet)  COMP
 BG3634  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BG3634
 BG3634  VERT ORDER  -  SECOND    CLASS I
 BG3634
 BG3634.The horizontal coordinates were scaled from a topographic map and have
 BG3634.an estimated accuracy of +/- 6 seconds.
 BG3634
 BG3634.The orthometric height was determined by differential leveling
 BG3634.and adjusted by the National Geodetic Survey in June 1991..
 BG3634
 BG3634.This Tidal Bench Mark is designated as VM 10317
 BG3634.by the Center for Operational Oceanographic Products and Services.
 BG3634
 BG3634.The geoid height was determined by GEOID03.
 BG3634
 BG3634.The dynamic height is computed by dividing the NAVD 88
 BG3634.geopotential number by the normal gravity value computed on the
 BG3634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3634.degrees latitude (g = 980.6199 gals.).
 BG3634
 BG3634.The modeled gravity was interpolated from observed gravity values.
 BG3634
 BG3634;                    North         East    Units  Estimated Accuracy
 BG3634;SPC FL N     -   153,160.      319,880.      MT  (+/- 180 meters Scaled)
 BG3634
 BG3634                          SUPERSEDED SURVEY CONTROL
 BG3634
 BG3634.No superseded survey control is available for this station.
 BG3634
 BG3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU602575(NAD 83)
 BG3634_MARKER: DJ = TIDAL STATION DISK
 BG3634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3634_SP_SET: COPPER-CLAD STEEL ROD
 BG3634_STAMPING: 9938 A 1977
 BG3634_MARK LOGO: NOS   
 BG3634_PROJECTION: RECESSED 3 CENTIMETERS
 BG3634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3634_ROD/PIPE-DEPTH: 12.2 meters
 BG3634
 BG3634  HISTORY     - Date     Condition        Report By
 BG3634  HISTORY     - 1977     MONUMENTED       NOS
 BG3634  HISTORY     - 1984     GOOD             FLDNR
 BG3634
 BG3634                          STATION DESCRIPTION
 BG3634
 BG3634'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3634'2.65 MI NNE FROM PERDIDO BAY.
 BG3634'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3634'THE COMMUNITY OF PERDIDO BAY, GO 1.75 MILES NORTHERLY ON STATE ROAD
 BG3634'292 TO THE JUNCTION OF MERLIN ROAD, GO 0.55 MILE NORTHWEST ON MERLIN
 BG3634'ROAD TO ITS END AT MEADSON ROAD, GO 0.1 MILE WEST ON MEADSON ROAD TO
 BG3634'ITS END AND A DIRT ROAD LEADING NORTH, GO 0.15 MILE NORTH ON THE DIRT
 BG3634'ROAD TO THE JUNCTION OF A DIRT ROAD LEADING WEST, GO 0.1 MILE WEST AND
 BG3634'NORTH ON THIS DIRT ROAD TO THE PRIVATE DRIVE TO THE ROBINSON RESIDENCE
 BG3634'AND THE MARK.  THE MARK BEARS 18 FEET WEST OF THE CENTERLINE OF THE
 BG3634'DIRT ROAD, 6 FEET SOUTH OF THE ROBINSON DRIVEWAY, 3.4 FEET NORTH OF
 BG3634'POWER POLE 08102-50232, AND 101.4 FEET WEST OF THE NORTHWEST CORNER OF
 BG3634'A BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3633 ***********************************************************************
 BG3633  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3633  DESIGNATION -  872 9938 B TIDAL
 BG3633  PID         -  BG3633
 BG3633  STATE/COUNTY-  FL/ESCAMBIA
 BG3633  USGS QUAD   -  PERDIDO BAY (1992)
 BG3633
 BG3633                         *CURRENT SURVEY CONTROL
 BG3633  ___________________________________________________________________
 BG3633* NAD 83(1986)-  30 20 57.     (N)    087 24 46.     (W)     SCALED    
 BG3633* NAVD 88     -         2.158  (meters)       7.08   (feet)  ADJUSTED  
 BG3633  ___________________________________________________________________
 BG3633  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG3633  DYNAMIC HT  -           2.155 (meters)       7.07  (feet)  COMP
 BG3633  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BG3633
 BG3633  VERT ORDER  -  SECOND    CLASS I
 BG3633
 BG3633.The horizontal coordinates were scaled from a topographic map and have
 BG3633.an estimated accuracy of +/- 6 seconds.
 BG3633
 BG3633.The orthometric height was determined by differential leveling
 BG3633.and adjusted by the National Geodetic Survey in June 1991..
 BG3633
 BG3633.This Tidal Bench Mark is designated as VM 10318
 BG3633.by the Center for Operational Oceanographic Products and Services.
 BG3633
 BG3633.The geoid height was determined by GEOID03.
 BG3633
 BG3633.The dynamic height is computed by dividing the NAVD 88
 BG3633.geopotential number by the normal gravity value computed on the
 BG3633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3633.degrees latitude (g = 980.6199 gals.).
 BG3633
 BG3633.The modeled gravity was interpolated from observed gravity values.
 BG3633
 BG3633;                    North         East    Units  Estimated Accuracy
 BG3633;SPC FL N     -   153,130.      319,990.      MT  (+/- 180 meters Scaled)
 BG3633
 BG3633                          SUPERSEDED SURVEY CONTROL
 BG3633
 BG3633.No superseded survey control is available for this station.
 BG3633
 BG3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU603575(NAD 83)
 BG3633_MARKER: DJ = TIDAL STATION DISK
 BG3633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3633_SP_SET: COPPER-CLAD STEEL ROD
 BG3633_STAMPING: 9938 B 1977
 BG3633_MARK LOGO: NOS   
 BG3633_PROJECTION: FLUSH
 BG3633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3633_ROD/PIPE-DEPTH: 12.2 meters
 BG3633
 BG3633  HISTORY     - Date     Condition        Report By
 BG3633  HISTORY     - 1977     MONUMENTED       NOS
 BG3633  HISTORY     - 1984     GOOD             FLDNR
 BG3633
 BG3633                          STATION DESCRIPTION
 BG3633
 BG3633'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3633'2.6 MI NNE FROM PERDIDO BAY.
 BG3633'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3633'THE COMMUNITY OF PERDIDO BAY, GO 1.75 MILES NORTHERLY ON STATE ROAD
 BG3633'292 TO THE JUNCTION OF MERLIN ROAD, GO 0.55 MILE NORTHWEST ON MERLIN
 BG3633'ROAD TO ITS END AT MEADSON ROAD, GO 0.1 MILE WEST ON MEADSON ROAD TO
 BG3633'ITS END AND A DIRT ROAD LEADING NORTH, GO 0.15 MILE NORTH ON THE DIRT
 BG3633'ROAD TO THE JUNCTION OF A DIRT ROAD LEADING WEST, GO 0.05 MILE WEST ON
 BG3633'THIS DIRT ROAD TO THE MARK.  THE MARK BEARS 17 FEET NORTH OF THE
 BG3633'CENTERLINE OF THE DIRT ROAD, 116 FEET SOUTHWEST OF THE SOUTHWEST
 BG3633'CORNER OF A SMALL WHITE COTTAGE, 6.6 FEET SOUTH OF A 3-FOOT HIGH
 BG3633'CONCRETE POST, AND 6.3 FEET EAST OF A POWER POLE WITH A WITNESS SIGN
 BG3633'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3632 ***********************************************************************
 BG3632  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3632  DESIGNATION -  872 9938 C TIDAL
 BG3632  PID         -  BG3632
 BG3632  STATE/COUNTY-  FL/ESCAMBIA
 BG3632  USGS QUAD   -  PERDIDO BAY (1992)
 BG3632
 BG3632                         *CURRENT SURVEY CONTROL
 BG3632  ___________________________________________________________________
 BG3632* NAD 83(1986)-  30 20 53.     (N)    087 24 43.     (W)     SCALED    
 BG3632* NAVD 88     -         2.255  (meters)       7.40   (feet)  ADJUSTED  
 BG3632  ___________________________________________________________________
 BG3632  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG3632  DYNAMIC HT  -           2.252 (meters)       7.39  (feet)  COMP
 BG3632  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BG3632
 BG3632  VERT ORDER  -  SECOND    CLASS I
 BG3632
 BG3632.The horizontal coordinates were scaled from a topographic map and have
 BG3632.an estimated accuracy of +/- 6 seconds.
 BG3632
 BG3632.The orthometric height was determined by differential leveling
 BG3632.and adjusted by the National Geodetic Survey in June 1991..
 BG3632
 BG3632.This Tidal Bench Mark is designated as VM 10319
 BG3632.by the Center for Operational Oceanographic Products and Services.
 BG3632
 BG3632.The geoid height was determined by GEOID03.
 BG3632
 BG3632.The dynamic height is computed by dividing the NAVD 88
 BG3632.geopotential number by the normal gravity value computed on the
 BG3632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3632.degrees latitude (g = 980.6199 gals.).
 BG3632
 BG3632.The modeled gravity was interpolated from observed gravity values.
 BG3632
 BG3632;                    North         East    Units  Estimated Accuracy
 BG3632;SPC FL N     -   153,000.      320,070.      MT  (+/- 180 meters Scaled)
 BG3632
 BG3632                          SUPERSEDED SURVEY CONTROL
 BG3632
 BG3632.No superseded survey control is available for this station.
 BG3632
 BG3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU604574(NAD 83)
 BG3632_MARKER: DJ = TIDAL STATION DISK
 BG3632_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3632_SP_SET: COPPER-CLAD STEEL ROD
 BG3632_STAMPING: 9938 C 1977
 BG3632_MARK LOGO: NOS   
 BG3632_PROJECTION: FLUSH
 BG3632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3632_ROD/PIPE-DEPTH: 12.2 meters
 BG3632
 BG3632  HISTORY     - Date     Condition        Report By
 BG3632  HISTORY     - 1977     MONUMENTED       NOS
 BG3632  HISTORY     - 1984     GOOD             FLDNR
 BG3632
 BG3632                          STATION DESCRIPTION
 BG3632
 BG3632'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3632'2.55 MI NNE FROM PERDIDO BAY.
 BG3632'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3632'THE COMMUNITY OF PERDIDO BAY, GO 1.75 MILES NORTHERLY ON STATE ROAD
 BG3632'292 TO THE JUNCTION OF MERLIN ROAD, GO 0.55 MILE NORTHWEST ON MERLIN
 BG3632'ROAD TO ITS END AT MEADSON ROAD, GO 0.1 MILE WEST ON MEADSON ROAD TO
 BG3632'ITS END AND A DIRT ROAD LEADING NORTH, GO 0.15 MILE NORTH ON THE DIRT
 BG3632'ROAD TO THE MARK.  THE MARK BEARS 20 FEET WEST OF THE CENTERLINE OF
 BG3632'THE DIRT ROAD, 61 FEET NORTHWEST AND ACROSS THE ROAD FROM A FIRE
 BG3632'HYDRANT, 11 FEET EAST OF A BARBED-WIRE FENCE, AND 0.5 FOOT EAST OF A
 BG3632'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3635 ***********************************************************************
 BG3635  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3635  DESIGNATION -  872 9938 D TIDAL
 BG3635  PID         -  BG3635
 BG3635  STATE/COUNTY-  FL/ESCAMBIA
 BG3635  USGS QUAD   -  PERDIDO BAY (1992)
 BG3635
 BG3635                         *CURRENT SURVEY CONTROL
 BG3635  ___________________________________________________________________
 BG3635* NAD 83(1986)-  30 20 58.     (N)    087 24 52.     (W)     SCALED    
 BG3635* NAVD 88     -         1.486  (meters)       4.88   (feet)  ADJUSTED  
 BG3635  ___________________________________________________________________
 BG3635  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG3635  DYNAMIC HT  -           1.485 (meters)       4.87  (feet)  COMP
 BG3635  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BG3635
 BG3635  VERT ORDER  -  SECOND    CLASS I
 BG3635
 BG3635.The horizontal coordinates were scaled from a topographic map and have
 BG3635.an estimated accuracy of +/- 6 seconds.
 BG3635
 BG3635.The orthometric height was determined by differential leveling
 BG3635.and adjusted by the National Geodetic Survey in June 1991..
 BG3635
 BG3635.This Tidal Bench Mark is designated as VM 10320
 BG3635.by the Center for Operational Oceanographic Products and Services.
 BG3635
 BG3635.The geoid height was determined by GEOID03.
 BG3635
 BG3635.The dynamic height is computed by dividing the NAVD 88
 BG3635.geopotential number by the normal gravity value computed on the
 BG3635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3635.degrees latitude (g = 980.6199 gals.).
 BG3635
 BG3635.The modeled gravity was interpolated from observed gravity values.
 BG3635
 BG3635;                    North         East    Units  Estimated Accuracy
 BG3635;SPC FL N     -   153,160.      319,830.      MT  (+/- 180 meters Scaled)
 BG3635
 BG3635                          SUPERSEDED SURVEY CONTROL
 BG3635
 BG3635.No superseded survey control is available for this station.
 BG3635
 BG3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU601575(NAD 83)
 BG3635_MARKER: DJ = TIDAL STATION DISK
 BG3635_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3635+WITH SETTING: PAVEMENT
 BG3635_SP_SET: CONCRETE FOUNDATION
 BG3635_STAMPING: 9938 D 1977
 BG3635_MARK LOGO: NOS   
 BG3635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3635+STABILITY: SURFACE MOTION
 BG3635
 BG3635  HISTORY     - Date     Condition        Report By
 BG3635  HISTORY     - 1977     MONUMENTED       NOS
 BG3635  HISTORY     - 1984     GOOD             FLDNR
 BG3635
 BG3635                          STATION DESCRIPTION
 BG3635
 BG3635'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3635'2.65 MI NNE FROM PERDIDO BAY.
 BG3635'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3635'THE COMMUNITY OF PERDIDO BAY, GO 1.75 MILES NORTHERLY ON STATE ROAD
 BG3635'292 TO THE JUNCTION OF MERLIN ROAD, GO 0.55 MILE NORTHWEST ON MERLIN
 BG3635'ROAD TO ITS END AT MEADSON ROAD, GO 0.1 MILE WEST ON MEADSON ROAD TO
 BG3635'ITS END AND A DIRT ROAD LEADING NORTH, GO 0.15 MILE NORTH ON THE DIRT
 BG3635'ROAD TO THE JUNCTION OF A DIRT ROAD LEADING WEST, GO 0.1 MILE WEST AND
 BG3635'NORTH ON THIS DIRT ROAD TO THE ROBINSON RESIDENCE AND THE MARK.  THE
 BG3635'MARK IS SET IN THE CONCRETE FOUNDATION FOR THE GARAGE, 3.7 FEET
 BG3635'NORTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, AND 61 FEET
 BG3635'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3636 ***********************************************************************
 BG3636  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3636  DESIGNATION -  872 9938 E TIDAL
 BG3636  PID         -  BG3636
 BG3636  STATE/COUNTY-  FL/ESCAMBIA
 BG3636  USGS QUAD   -  PERDIDO BAY (1992)
 BG3636
 BG3636                         *CURRENT SURVEY CONTROL
 BG3636  ___________________________________________________________________
 BG3636* NAD 83(1986)-  30 20 58.     (N)    087 24 54.     (W)     SCALED    
 BG3636* NAVD 88     -         1.237  (meters)       4.06   (feet)  ADJUSTED  
 BG3636  ___________________________________________________________________
 BG3636  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG3636  DYNAMIC HT  -           1.235 (meters)       4.05  (feet)  COMP
 BG3636  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BG3636
 BG3636  VERT ORDER  -  SECOND    CLASS I
 BG3636
 BG3636.The horizontal coordinates were scaled from a topographic map and have
 BG3636.an estimated accuracy of +/- 6 seconds.
 BG3636
 BG3636.The orthometric height was determined by differential leveling
 BG3636.and adjusted by the National Geodetic Survey in June 1991..
 BG3636
 BG3636.This Tidal Bench Mark is designated as VM 17231
 BG3636.by the Center for Operational Oceanographic Products and Services.
 BG3636
 BG3636.The geoid height was determined by GEOID03.
 BG3636
 BG3636.The dynamic height is computed by dividing the NAVD 88
 BG3636.geopotential number by the normal gravity value computed on the
 BG3636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3636.degrees latitude (g = 980.6199 gals.).
 BG3636
 BG3636.The modeled gravity was interpolated from observed gravity values.
 BG3636
 BG3636;                    North         East    Units  Estimated Accuracy
 BG3636;SPC FL N     -   153,170.      319,780.      MT  (+/- 180 meters Scaled)
 BG3636
 BG3636                          SUPERSEDED SURVEY CONTROL
 BG3636
 BG3636.No superseded survey control is available for this station.
 BG3636
 BG3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU601575(NAD 83)
 BG3636_MARKER: DJ = TIDAL STATION DISK
 BG3636_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3636+WITH SETTING: PAVEMENT
 BG3636_SP_SET: CONCRETE BASE FOR FLAGPOLE
 BG3636_STAMPING: 9938 E 1977
 BG3636_MARK LOGO: NOS   
 BG3636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3636+STABILITY: SURFACE MOTION
 BG3636
 BG3636  HISTORY     - Date     Condition        Report By
 BG3636  HISTORY     - 1977     MONUMENTED       NOS
 BG3636  HISTORY     - 1984     GOOD             FLDNR
 BG3636
 BG3636                          STATION DESCRIPTION
 BG3636
 BG3636'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3636'2.65 MI NNE FROM PERDIDO BAY.
 BG3636'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3636'THE COMMUNITY OF PERDIDO BAY, GO 1.75 MILES NORTHERLY ON STATE ROAD
 BG3636'292 TO THE JUNCTION OF MERLIN ROAD, GO 0.55 MILE NORTHWEST ON MERLIN
 BG3636'ROAD TO ITS END AT MEADSON ROAD, GO 0.1 MILE WEST ON MEADSON ROAD TO
 BG3636'ITS END AND A DIRT ROAD LEADING NORTH, GO 0.15 MILE NORTH ON THE DIRT
 BG3636'ROAD TO THE JUNCTION OF A DIRT ROAD LEADING WEST, GO 0.1 MILE WEST AND
 BG3636'NORTH ON THIS DIRT ROAD TO THE ROBINSON RESIDENCE AND THE MARK.  THE
 BG3636'MARK BEARS 57.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BG3636'ROBINSON RESIDENCE, 37 FEET EAST OF THE SHORELINE, AND 0.9 FOOT
 BG3636'SOUTHWEST OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4597 ***********************************************************************
 BG4597  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4597  DESIGNATION -  872 9943 A TIDAL
 BG4597  PID         -  BG4597
 BG4597  STATE/COUNTY-  FL/ESCAMBIA
 BG4597  USGS QUAD   -  LILLIAN (1987)
 BG4597
 BG4597                         *CURRENT SURVEY CONTROL
 BG4597  ___________________________________________________________________
 BG4597* NAD 83(1986)-  30 27 36.     (N)    087 24 29.     (W)     SCALED    
 BG4597* NAVD 88     -         1.308  (meters)       4.29   (feet)  ADJUSTED  
 BG4597  ___________________________________________________________________
 BG4597  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BG4597  DYNAMIC HT  -           1.307 (meters)       4.29  (feet)  COMP
 BG4597  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BG4597
 BG4597  VERT ORDER  -  SECOND    CLASS I
 BG4597
 BG4597.The horizontal coordinates were scaled from a topographic map and have
 BG4597.an estimated accuracy of +/- 6 seconds.
 BG4597
 BG4597.The orthometric height was determined by differential leveling
 BG4597.and adjusted by the National Geodetic Survey in June 1991..
 BG4597
 BG4597.This Tidal Bench Mark is designated as VM 10312
 BG4597.by the Center for Operational Oceanographic Products and Services.
 BG4597
 BG4597.The geoid height was determined by GEOID03.
 BG4597
 BG4597.The dynamic height is computed by dividing the NAVD 88
 BG4597.geopotential number by the normal gravity value computed on the
 BG4597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4597.degrees latitude (g = 980.6199 gals.).
 BG4597
 BG4597.The modeled gravity was interpolated from observed gravity values.
 BG4597
 BG4597;                    North         East    Units  Estimated Accuracy
 BG4597;SPC FL N     -   165,400.      320,760.      MT  (+/- 180 meters Scaled)
 BG4597
 BG4597                          SUPERSEDED SURVEY CONTROL
 BG4597
 BG4597.No superseded survey control is available for this station.
 BG4597
 BG4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU608698(NAD 83)
 BG4597_MARKER: DJ = TIDAL STATION DISK
 BG4597_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4597_SP_SET: GALVANIZED STEEL ROD
 BG4597_STAMPING: 9943 A 1977
 BG4597_MARK LOGO: NOS   
 BG4597_PROJECTION: FLUSH
 BG4597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4597_ROD/PIPE-DEPTH: 12.2 meters
 BG4597
 BG4597  HISTORY     - Date     Condition        Report By
 BG4597  HISTORY     - 1977     MONUMENTED       NOS
 BG4597  HISTORY     - 1985     GOOD             FLDNR
 BG4597  HISTORY     - 20030612 MARK NOT FOUND   USPSQD
 BG4597
 BG4597                          STATION DESCRIPTION
 BG4597
 BG4597'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4597'16.05 MI NW FROM PENSACOLA.
 BG4597'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 90 WITH U.S. HIGHWAY
 BG4597'ALTERNATE 90, GO 1.6 MILES SOUTHEAST ON U.S. 90 TO THE JUNCTION OF
 BG4597'COUNTY ROAD C-99, GO 4.65 MILES SOUTH ON C-99 TO ITS END AT HURST
 BG4597'HAMMOCK AND THE MARK VICINITY.  THE MARK BEARS 300 FEET EAST OF TIDAL
 BG4597'BENCH MARK 9943 B 1977, 19.8 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 BG4597'ROAD, 13.9 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE NEXT TO
 BG4597'LAST HOUSE ON THE DIRT ROAD, 3.7 FEET EAST OF THE NORTHEAST CORNER OF
 BG4597'A CHAIN LINK FENCE, AND 0.1 MILE EAST OF THE END OF THE ROAD
 BG4597'PAVEMENT.
 BG4597
 BG4597                          STATION RECOVERY (2003)
 BG4597
 BG4597'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4596 ***********************************************************************
 BG4596  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4596  DESIGNATION -  872 9943 B TIDAL
 BG4596  PID         -  BG4596
 BG4596  STATE/COUNTY-  FL/ESCAMBIA
 BG4596  USGS QUAD   -  LILLIAN (1987)
 BG4596
 BG4596                         *CURRENT SURVEY CONTROL
 BG4596  ___________________________________________________________________
 BG4596* NAD 83(1986)-  30 27 36.     (N)    087 24 32.     (W)     SCALED    
 BG4596* NAVD 88     -         2.489  (meters)       8.17   (feet)  ADJUSTED  
 BG4596  ___________________________________________________________________
 BG4596  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BG4596  DYNAMIC HT  -           2.485 (meters)       8.15  (feet)  COMP
 BG4596  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BG4596
 BG4596  VERT ORDER  -  SECOND    CLASS I
 BG4596
 BG4596.The horizontal coordinates were scaled from a topographic map and have
 BG4596.an estimated accuracy of +/- 6 seconds.
 BG4596
 BG4596.The orthometric height was determined by differential leveling
 BG4596.and adjusted by the National Geodetic Survey in June 1991..
 BG4596
 BG4596.This Tidal Bench Mark is designated as VM 10313
 BG4596.by the Center for Operational Oceanographic Products and Services.
 BG4596
 BG4596.The geoid height was determined by GEOID03.
 BG4596
 BG4596.The dynamic height is computed by dividing the NAVD 88
 BG4596.geopotential number by the normal gravity value computed on the
 BG4596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4596.degrees latitude (g = 980.6199 gals.).
 BG4596
 BG4596.The modeled gravity was interpolated from observed gravity values.
 BG4596
 BG4596;                    North         East    Units  Estimated Accuracy
 BG4596;SPC FL N     -   165,400.      320,680.      MT  (+/- 180 meters Scaled)
 BG4596
 BG4596                          SUPERSEDED SURVEY CONTROL
 BG4596
 BG4596.No superseded survey control is available for this station.
 BG4596
 BG4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU607698(NAD 83)
 BG4596_MARKER: DJ = TIDAL STATION DISK
 BG4596_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4596_SP_SET: GALVANIZED STEEL ROD
 BG4596_STAMPING: 9943 B 1977
 BG4596_MARK LOGO: NOS   
 BG4596_PROJECTION: PROJECTING 3 CENTIMETERS
 BG4596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4596_ROD/PIPE-DEPTH: 12.2 meters
 BG4596
 BG4596  HISTORY     - Date     Condition        Report By
 BG4596  HISTORY     - 1977     MONUMENTED       NOS
 BG4596  HISTORY     - 1985     GOOD             FLDNR
 BG4596  HISTORY     - 20030612 MARK NOT FOUND   USPSQD
 BG4596
 BG4596                          STATION DESCRIPTION
 BG4596
 BG4596'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4596'16.05 MI NW FROM PENSACOLA.
 BG4596'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 90 WITH U.S. HIGHWAY
 BG4596'ALTERNATE 90, GO 1.6 MILES SOUTHEAST ON U.S. 90 TO THE JUNCTION OF
 BG4596'COUNTY ROAD C-99, GO 4.65 MILES SOUTH ON C-99 TO ITS END AT HURST
 BG4596'HAMMOCK AND THE MARK VICINITY.  THE MARK BEARS 263 FEET EAST OF TIDAL
 BG4596'BENCH MARK 9943 C 1977, 14.8 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 BG4596'ROAD, 5.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN LINK
 BG4596'FENCE, 2.9 FEET EAST OF A POWER POLE WITH A WITNESS SIGN ATTACHED,
 BG4596'AND ABOUT 300 FEET EAST OF THE END OF THE ROAD PAVEMENT.
 BG4596
 BG4596                          STATION RECOVERY (2003)
 BG4596
 BG4596'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4595 ***********************************************************************
 BG4595  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4595  DESIGNATION -  872 9943 C TIDAL
 BG4595  PID         -  BG4595
 BG4595  STATE/COUNTY-  FL/ESCAMBIA
 BG4595  USGS QUAD   -  LILLIAN (1987)
 BG4595
 BG4595                         *CURRENT SURVEY CONTROL
 BG4595  ___________________________________________________________________
 BG4595* NAD 83(1986)-  30 27 36.     (N)    087 24 34.     (W)     SCALED    
 BG4595* NAVD 88     -         3.406  (meters)      11.17   (feet)  ADJUSTED  
 BG4595  ___________________________________________________________________
 BG4595  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BG4595  DYNAMIC HT  -           3.402 (meters)      11.16  (feet)  COMP
 BG4595  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BG4595
 BG4595  VERT ORDER  -  SECOND    CLASS I
 BG4595
 BG4595.The horizontal coordinates were scaled from a topographic map and have
 BG4595.an estimated accuracy of +/- 6 seconds.
 BG4595
 BG4595.The orthometric height was determined by differential leveling
 BG4595.and adjusted by the National Geodetic Survey in June 1991..
 BG4595
 BG4595.This Tidal Bench Mark is designated as VM 10314
 BG4595.by the Center for Operational Oceanographic Products and Services.
 BG4595
 BG4595.The geoid height was determined by GEOID03.
 BG4595
 BG4595.The dynamic height is computed by dividing the NAVD 88
 BG4595.geopotential number by the normal gravity value computed on the
 BG4595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4595.degrees latitude (g = 980.6199 gals.).
 BG4595
 BG4595.The modeled gravity was interpolated from observed gravity values.
 BG4595
 BG4595;                    North         East    Units  Estimated Accuracy
 BG4595;SPC FL N     -   165,400.      320,620.      MT  (+/- 180 meters Scaled)
 BG4595
 BG4595                          SUPERSEDED SURVEY CONTROL
 BG4595
 BG4595.No superseded survey control is available for this station.
 BG4595
 BG4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU606698(NAD 83)
 BG4595_MARKER: DJ = TIDAL STATION DISK
 BG4595_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4595_SP_SET: GALVANIZED STEEL ROD
 BG4595_STAMPING: 9943 C 1977
 BG4595_MARK LOGO: NOS   
 BG4595_PROJECTION: FLUSH
 BG4595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG4595+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 BG4595_ROD/PIPE-DEPTH: 12.2 meters
 BG4595
 BG4595  HISTORY     - Date     Condition        Report By
 BG4595  HISTORY     - 1977     MONUMENTED       NOS
 BG4595  HISTORY     - 1985     GOOD             FLDNR
 BG4595  HISTORY     - 20040831 GOOD             USPSQD
 BG4595  HISTORY     - 20051001 GOOD             USPSQD
 BG4595
 BG4595                          STATION DESCRIPTION
 BG4595
 BG4595'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4595'16.05 MI NW FROM PENSACOLA.
 BG4595'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 90 WITH U.S. HIGHWAY
 BG4595'ALTERNATE 90, GO 1.6 MILES SOUTHEAST ON U.S. 90 TO THE JUNCTION OF
 BG4595'COUNTY ROAD C-99, GO 4.65 MILES SOUTH ON C-99 TO ITS END AT HURST
 BG4595'HAMMOCK AND THE MARK VICINITY.  THE MARK BEARS 262 FEET SOUTH-
 BG4595'SOUTHEAST OF TIDAL BENCH MARK 9943 D 1977, 24.5 FEET SOUTHWEST OF THE
 BG4595'CENTERLINE OF THE DIRT ROAD, AND 5.1 FEET NORTH OF POWER POLE 08340-
 BG4595'54257 WITH A WITNESS SIGN ATTACHED.
 BG4595
 BG4595                          STATION RECOVERY (2004)
 BG4595
 BG4595'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4595'RECOVERED IN GOOD CONDITION.
 BG4595
 BG4595                          STATION RECOVERY (2005)
 BG4595
 BG4595'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 BG4595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4594 ***********************************************************************
 BG4594  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4594  DESIGNATION -  872 9943 D TIDAL
 BG4594  PID         -  BG4594
 BG4594  STATE/COUNTY-  FL/ESCAMBIA
 BG4594  USGS QUAD   -  LILLIAN (1987)
 BG4594
 BG4594                         *CURRENT SURVEY CONTROL
 BG4594  ___________________________________________________________________
 BG4594* NAD 83(1986)-  30 27 39.     (N)    087 24 35.     (W)     SCALED    
 BG4594* NAVD 88     -         0.988  (meters)       3.24   (feet)  ADJUSTED  
 BG4594  ___________________________________________________________________
 BG4594  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BG4594  DYNAMIC HT  -           0.986 (meters)       3.23  (feet)  COMP
 BG4594  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BG4594
 BG4594  VERT ORDER  -  SECOND    CLASS I
 BG4594
 BG4594.The horizontal coordinates were scaled from a topographic map and have
 BG4594.an estimated accuracy of +/- 6 seconds.
 BG4594
 BG4594.The orthometric height was determined by differential leveling
 BG4594.and adjusted by the National Geodetic Survey in June 1991..
 BG4594
 BG4594.This Tidal Bench Mark is designated as VM 10315
 BG4594.by the Center for Operational Oceanographic Products and Services.
 BG4594
 BG4594.The geoid height was determined by GEOID03.
 BG4594
 BG4594.The dynamic height is computed by dividing the NAVD 88
 BG4594.geopotential number by the normal gravity value computed on the
 BG4594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4594.degrees latitude (g = 980.6199 gals.).
 BG4594
 BG4594.The modeled gravity was interpolated from observed gravity values.
 BG4594
 BG4594;                    North         East    Units  Estimated Accuracy
 BG4594;SPC FL N     -   165,500.      320,600.      MT  (+/- 180 meters Scaled)
 BG4594
 BG4594                          SUPERSEDED SURVEY CONTROL
 BG4594
 BG4594.No superseded survey control is available for this station.
 BG4594
 BG4594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU606699(NAD 83)
 BG4594_MARKER: DJ = TIDAL STATION DISK
 BG4594_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4594_SP_SET: GALVANIZED STEEL ROD
 BG4594_STAMPING: 9943 D 1977
 BG4594_MARK LOGO: NOS   
 BG4594_PROJECTION: FLUSH
 BG4594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG4594+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 BG4594_ROD/PIPE-DEPTH: 12.2 meters
 BG4594
 BG4594  HISTORY     - Date     Condition        Report By
 BG4594  HISTORY     - 1977     MONUMENTED       NOS
 BG4594  HISTORY     - 1985     GOOD             FLDNR
 BG4594  HISTORY     - 20021015 GOOD             FL-033
 BG4594  HISTORY     - 20040831 GOOD             USPSQD
 BG4594  HISTORY     - 20051001 GOOD             USPSQD
 BG4594
 BG4594                          STATION DESCRIPTION
 BG4594
 BG4594'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4594'16.05 MI NW FROM PENSACOLA.
 BG4594'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 90 WITH U.S. HIGHWAY
 BG4594'ALTERNATE 90, GO 1.6 MILES SOUTHEAST ON U.S. 90 TO THE JUNCTION OF
 BG4594'COUNTY ROAD C-99, GO 4.65 MILES SOUTH ON C-99 TO ITS END AT HURST
 BG4594'HAMMOCK AND THE MARK VICINITY.  THE MARK BEARS 380 FEET SOUTH OF
 BG4594'TIDAL BENCH MARK 9943 E 1977, 46.5 FEET SOUTHEAST OF THE SOUTHEAST
 BG4594'CORNER OF THE LAST HOUSE ON THE WEST SIDE OF THE ROAD BEFORE THE END
 BG4594'OF THE ROAD PAVEMENT, 35 FEET NORTH OF THE NORTH BANK OF A CANAL, 32
 BG4594'FEET WEST OF THE CENTERLINE OF C-99, AND 5 FEET SOUTH OF POWER POLE
 BG4594'83365-54277 WITH A WITNESS SIGN ATTACHED.
 BG4594
 BG4594                          STATION RECOVERY (2002)
 BG4594
 BG4594'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2002 (WFB)
 BG4594'RECOVERED IN GOOD CONDITION.
 BG4594
 BG4594                          STATION RECOVERY (2004)
 BG4594
 BG4594'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4594'RECOVERED IN GOOD CONDITION.
 BG4594
 BG4594                          STATION RECOVERY (2005)
 BG4594
 BG4594'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 BG4594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4593 ***********************************************************************
 BG4593  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4593  DESIGNATION -  872 9943 E TIDAL
 BG4593  PID         -  BG4593
 BG4593  STATE/COUNTY-  FL/ESCAMBIA
 BG4593  USGS QUAD   -  LILLIAN (1987)
 BG4593
 BG4593                         *CURRENT SURVEY CONTROL
 BG4593  ___________________________________________________________________
 BG4593* NAD 83(1986)-  30 27 41.     (N)    087 24 35.     (W)     SCALED    
 BG4593* NAVD 88     -         1.110  (meters)       3.64   (feet)  ADJUSTED  
 BG4593  ___________________________________________________________________
 BG4593  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BG4593  DYNAMIC HT  -           1.109 (meters)       3.64  (feet)  COMP
 BG4593  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BG4593
 BG4593  VERT ORDER  -  SECOND    CLASS I
 BG4593
 BG4593.The horizontal coordinates were scaled from a topographic map and have
 BG4593.an estimated accuracy of +/- 6 seconds.
 BG4593
 BG4593.The orthometric height was determined by differential leveling
 BG4593.and adjusted by the National Geodetic Survey in June 1991..
 BG4593
 BG4593.This Tidal Bench Mark is designated as VM 10316
 BG4593.by the Center for Operational Oceanographic Products and Services.
 BG4593
 BG4593.The geoid height was determined by GEOID03.
 BG4593
 BG4593.The dynamic height is computed by dividing the NAVD 88
 BG4593.geopotential number by the normal gravity value computed on the
 BG4593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4593.degrees latitude (g = 980.6199 gals.).
 BG4593
 BG4593.The modeled gravity was interpolated from observed gravity values.
 BG4593
 BG4593;                    North         East    Units  Estimated Accuracy
 BG4593;SPC FL N     -   165,560.      320,600.      MT  (+/- 180 meters Scaled)
 BG4593
 BG4593                          SUPERSEDED SURVEY CONTROL
 BG4593
 BG4593.No superseded survey control is available for this station.
 BG4593
 BG4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU606699(NAD 83)
 BG4593_MARKER: DJ = TIDAL STATION DISK
 BG4593_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4593_SP_SET: GALVANIZED STEEL ROD
 BG4593_STAMPING: 9943 E 1977
 BG4593_MARK LOGO: NOS   
 BG4593_PROJECTION: PROJECTING 5 CENTIMETERS
 BG4593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4593+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 BG4593_ROD/PIPE-DEPTH: 12.2 meters
 BG4593
 BG4593  HISTORY     - Date     Condition        Report By
 BG4593  HISTORY     - 1977     MONUMENTED       NOS
 BG4593  HISTORY     - 1985     GOOD             FLDNR
 BG4593  HISTORY     - 20021015 GOOD             FL-033
 BG4593  HISTORY     - 20040831 GOOD             USPSQD
 BG4593  HISTORY     - 20051001 GOOD             USPSQD
 BG4593
 BG4593                          STATION DESCRIPTION
 BG4593
 BG4593'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4593'16.05 MI NW FROM PENSACOLA.
 BG4593'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 90 WITH U.S. HIGHWAY
 BG4593'ALTERNATE 90, GO 1.6 MILES SOUTHEAST ON U.S. 90 TO THE JUNCTION OF
 BG4593'COUNTY ROAD C-99, GO 4.65 MILES SOUTH ON C-99 TO ITS END AT HURST
 BG4593'HAMMOCK AND THE MARK VICINITY.  THE MARK BEARS ABOUT 400 FEET NORTH
 BG4593'OF THE END OF THE ROAD PAVEMENT, 46.9 FEET EAST OF THE SOUTHEAST
 BG4593'CORNER OF A FENCED YARD, 28.6 FEET WEST OF THE CENTERLINE OF THE
 BG4593'ROAD, AND 8.6 FEET NORTH OF POWER POLE 08337-54320 WITH A WITNESS
 BG4593'SIGN ATTACHED.
 BG4593
 BG4593                          STATION RECOVERY (2002)
 BG4593
 BG4593'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2002 (WFB)
 BG4593'RECOVERED IN GOOD CONDITION.
 BG4593
 BG4593                          STATION RECOVERY (2004)
 BG4593
 BG4593'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4593'RECOVERED IN GOOD CONDITION.
 BG4593
 BG4593                          STATION RECOVERY (2005)
 BG4593
 BG4593'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 BG4593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4531 ***********************************************************************
 BG4531  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4531  DESIGNATION -  872 9949 A TIDAL
 BG4531  PID         -  BG4531
 BG4531  STATE/COUNTY-  FL/ESCAMBIA
 BG4531  USGS QUAD   -  SEMINOLE (1987)
 BG4531
 BG4531                         *CURRENT SURVEY CONTROL
 BG4531  ___________________________________________________________________
 BG4531* NAD 83(1986)-  30 31 26.     (N)    087 26 35.     (W)     SCALED    
 BG4531* NAVD 88     -         3.374  (meters)      11.07   (feet)  ADJUSTED  
 BG4531  ___________________________________________________________________
 BG4531  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BG4531  DYNAMIC HT  -           3.369 (meters)      11.05  (feet)  COMP
 BG4531  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BG4531
 BG4531  VERT ORDER  -  SECOND    CLASS I
 BG4531
 BG4531.The horizontal coordinates were scaled from a topographic map and have
 BG4531.an estimated accuracy of +/- 6 seconds.
 BG4531
 BG4531.The orthometric height was determined by differential leveling
 BG4531.and adjusted by the National Geodetic Survey in June 1991..
 BG4531
 BG4531.This Tidal Bench Mark is designated as VM 10321
 BG4531.by the Center for Operational Oceanographic Products and Services.
 BG4531
 BG4531.The geoid height was determined by GEOID03.
 BG4531
 BG4531.The dynamic height is computed by dividing the NAVD 88
 BG4531.geopotential number by the normal gravity value computed on the
 BG4531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4531.degrees latitude (g = 980.6199 gals.).
 BG4531
 BG4531.The modeled gravity was interpolated from observed gravity values.
 BG4531
 BG4531;                    North         East    Units  Estimated Accuracy
 BG4531;SPC FL N     -   172,570.      317,580.      MT  (+/- 180 meters Scaled)
 BG4531
 BG4531                          SUPERSEDED SURVEY CONTROL
 BG4531
 BG4531.No superseded survey control is available for this station.
 BG4531
 BG4531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU574769(NAD 83)
 BG4531_MARKER: DJ = TIDAL STATION DISK
 BG4531_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4531_SP_SET: GALVANIZED STEEL ROD
 BG4531_STAMPING: 9949 A 1977
 BG4531_MARK LOGO: NOS   
 BG4531_PROJECTION: FLUSH
 BG4531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4531_ROD/PIPE-DEPTH: 12.2 meters
 BG4531
 BG4531  HISTORY     - Date     Condition        Report By
 BG4531  HISTORY     - 1977     MONUMENTED       NOS
 BG4531  HISTORY     - 1985     GOOD             FLDNR
 BG4531
 BG4531                          STATION DESCRIPTION
 BG4531
 BG4531'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4531'10.3 MI NW FROM PENSACOLA.
 BG4531'BEGIN AT THE WEST INTERSECTION OF U.S. HIGHWAY 90 AND U.S.
 BG4531'ALTERNATE HIGHWAY 90.  GO 2.2 MILES WEST ON U.S. 90 TO THE JUNCTION
 BG4531'OF RUBYS CAMP ROAD, GO 0.1 MILE NORTH ON RUBYS CAMP ROAD TO RUBYS
 BG4531'FISH CAMP AND THE MARK.  THE MARK BEARS 16 FEET NORTHEAST OF THE
 BG4531'CENTERLINE OF THE SHELL ROAD TO THE BOAT RAMP, 31.4 FEET
 BG4531'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BAITHOUSE, 56 FEET EAST
 BG4531'OF THE RIVER, AND 35.4 FEET NORTH OF A POWER POLE WITH A LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4530 ***********************************************************************
 BG4530  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4530  DESIGNATION -  872 9949 B TIDAL
 BG4530  PID         -  BG4530
 BG4530  STATE/COUNTY-  FL/ESCAMBIA
 BG4530  USGS QUAD   -  SEMINOLE (1987)
 BG4530
 BG4530                         *CURRENT SURVEY CONTROL
 BG4530  ___________________________________________________________________
 BG4530* NAD 83(1986)-  30 31 21.     (N)    087 26 35.     (W)     SCALED    
 BG4530* NAVD 88     -         3.988  (meters)      13.08   (feet)  ADJUSTED  
 BG4530  ___________________________________________________________________
 BG4530  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BG4530  DYNAMIC HT  -           3.982 (meters)      13.06  (feet)  COMP
 BG4530  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BG4530
 BG4530  VERT ORDER  -  SECOND    CLASS I
 BG4530
 BG4530.The horizontal coordinates were scaled from a topographic map and have
 BG4530.an estimated accuracy of +/- 6 seconds.
 BG4530
 BG4530.The orthometric height was determined by differential leveling
 BG4530.and adjusted by the National Geodetic Survey in June 1991..
 BG4530
 BG4530.This Tidal Bench Mark is designated as VM 10322
 BG4530.by the Center for Operational Oceanographic Products and Services.
 BG4530
 BG4530.The geoid height was determined by GEOID03.
 BG4530
 BG4530.The dynamic height is computed by dividing the NAVD 88
 BG4530.geopotential number by the normal gravity value computed on the
 BG4530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4530.degrees latitude (g = 980.6199 gals.).
 BG4530
 BG4530.The modeled gravity was interpolated from observed gravity values.
 BG4530
 BG4530;                    North         East    Units  Estimated Accuracy
 BG4530;SPC FL N     -   172,410.      317,580.      MT  (+/- 180 meters Scaled)
 BG4530
 BG4530                          SUPERSEDED SURVEY CONTROL
 BG4530
 BG4530.No superseded survey control is available for this station.
 BG4530
 BG4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU574767(NAD 83)
 BG4530_MARKER: DJ = TIDAL STATION DISK
 BG4530_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 BG4530_SP_SET: GALVANIZED STEEL ROD
 BG4530_STAMPING: 9949 B 1977
 BG4530_MARK LOGO: NOS   
 BG4530_PROJECTION: FLUSH
 BG4530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG4530_ROD/PIPE-DEPTH: 12.2 meters
 BG4530
 BG4530  HISTORY     - Date     Condition        Report By
 BG4530  HISTORY     - 1977     MONUMENTED       NOS
 BG4530  HISTORY     - 1985     GOOD             FLDNR
 BG4530
 BG4530                          STATION DESCRIPTION
 BG4530
 BG4530'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4530'10.2 MI NW FROM PENSACOLA.
 BG4530'BEGIN AT THE WEST INTERSECTION OF U.S. HIGHWAY 90 AND U.S.
 BG4530'ALTERNATE HIGHWAY 90.  GO 2.2 MILES WEST ON U.S. 90 TO THE JUNCTION
 BG4530'OF RUBYS CAMP ROAD AND THE MARK.  THE MARK BEARS 78.8 FEET NORTH OF
 BG4530'THE CENTERLINE OF U.S. 90, 23.6 FEET WEST OF THE CENTERLINE OF RUBYS
 BG4530'CAMP ROAD, 5.5 FEET NORTH OF A CONCRETE POST ROAD SIGN, AND 0.5 FOOT
 BG4530'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4529 ***********************************************************************
 BG4529  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4529  DESIGNATION -  872 9949 C TIDAL
 BG4529  PID         -  BG4529
 BG4529  STATE/COUNTY-  FL/ESCAMBIA
 BG4529  USGS QUAD   -  SEMINOLE (1987)
 BG4529
 BG4529                         *CURRENT SURVEY CONTROL
 BG4529  ___________________________________________________________________
 BG4529* NAD 83(1986)-  30 31 20.     (N)    087 26 44.     (W)     SCALED    
 BG4529* NAVD 88     -         6.937  (meters)      22.76   (feet)  ADJUSTED  
 BG4529  ___________________________________________________________________
 BG4529  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BG4529  DYNAMIC HT  -           6.928 (meters)      22.73  (feet)  COMP
 BG4529  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BG4529
 BG4529  VERT ORDER  -  SECOND    CLASS I
 BG4529
 BG4529.The horizontal coordinates were scaled from a topographic map and have
 BG4529.an estimated accuracy of +/- 6 seconds.
 BG4529
 BG4529.The orthometric height was determined by differential leveling
 BG4529.and adjusted by the National Geodetic Survey in June 1991..
 BG4529
 BG4529.This Tidal Bench Mark is designated as VM 10323
 BG4529.by the Center for Operational Oceanographic Products and Services.
 BG4529
 BG4529.The geoid height was determined by GEOID03.
 BG4529
 BG4529.The dynamic height is computed by dividing the NAVD 88
 BG4529.geopotential number by the normal gravity value computed on the
 BG4529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4529.degrees latitude (g = 980.6199 gals.).
 BG4529
 BG4529.The modeled gravity was interpolated from observed gravity values.
 BG4529
 BG4529;                    North         East    Units  Estimated Accuracy
 BG4529;SPC FL N     -   172,390.      317,340.      MT  (+/- 180 meters Scaled)
 BG4529
 BG4529                          SUPERSEDED SURVEY CONTROL
 BG4529
 BG4529.No superseded survey control is available for this station.
 BG4529
 BG4529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU572767(NAD 83)
 BG4529_MARKER: Z = SEE DESCRIPTION
 BG4529_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4529_SP_SET: BRIDGE CURBING
 BG4529_MARK LOGO: NONE  
 BG4529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4529
 BG4529  HISTORY     - Date     Condition        Report By
 BG4529  HISTORY     - UNK      MONUMENTED       RBNF
 BG4529  HISTORY     - 1985     GOOD             FLDNR
 BG4529
 BG4529                          STATION DESCRIPTION
 BG4529
 BG4529'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4529'10.3 MI NW FROM PENSACOLA.
 BG4529'THE MARK IS AT THE EAST END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG4529'PERDIDO RIVER (FLORIDA/ALABAMA LINE), SET IN THE BRIDGE CURBING, 15
 BG4529'FEET NORTH OF THE CENTERLINE OF U.S. 90.  THE MARK IS A 2-INCH
 BG4529'DIAMETER GALVANIZED DISK WITH A PROJECTED HIGH POINT, MANUFACTURED BY
 BG4529'THE DICKINSON MARKER COMPANY OF ORLANDO, FLORIDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3648 ***********************************************************************
 BG3648  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3648  DESIGNATION -  872 9962 F TIDAL FLDT
 BG3648  PID         -  BG3648
 BG3648  STATE/COUNTY-  FL/ESCAMBIA
 BG3648  USGS QUAD   -  LILLIAN (1987)
 BG3648
 BG3648                         *CURRENT SURVEY CONTROL
 BG3648  ___________________________________________________________________
 BG3648* NAD 83(1986)-  30 24 07.     (N)    087 25 32.     (W)     SCALED    
 BG3648* NAVD 88     -         3.885  (meters)      12.75   (feet)  ADJUSTED  
 BG3648  ___________________________________________________________________
 BG3648  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BG3648  DYNAMIC HT  -           3.880 (meters)      12.73  (feet)  COMP
 BG3648  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BG3648
 BG3648  VERT ORDER  -  SECOND    CLASS I
 BG3648
 BG3648.The horizontal coordinates were scaled from a topographic map and have
 BG3648.an estimated accuracy of +/- 6 seconds.
 BG3648
 BG3648.The orthometric height was determined by differential leveling
 BG3648.and adjusted by the National Geodetic Survey in June 1991..
 BG3648
 BG3648.This Tidal Bench Mark is designated as VM 16557
 BG3648.by the Center for Operational Oceanographic Products and Services.
 BG3648
 BG3648.The geoid height was determined by GEOID03.
 BG3648
 BG3648.The dynamic height is computed by dividing the NAVD 88
 BG3648.geopotential number by the normal gravity value computed on the
 BG3648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3648.degrees latitude (g = 980.6199 gals.).
 BG3648
 BG3648.The modeled gravity was interpolated from observed gravity values.
 BG3648
 BG3648;                    North         East    Units  Estimated Accuracy
 BG3648;SPC FL N     -   159,010.      318,910.      MT  (+/- 180 meters Scaled)
 BG3648
 BG3648                          SUPERSEDED SURVEY CONTROL
 BG3648
 BG3648.No superseded survey control is available for this station.
 BG3648
 BG3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU591634(NAD 83)
 BG3648_MARKER: DD = SURVEY DISK
 BG3648_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3648_SP_SET: CONCRETE BRIDGE RAIL
 BG3648_STAMPING: 9962 F
 BG3648_MARK LOGO: FLDT  
 BG3648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3648+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG3648
 BG3648  HISTORY     - Date     Condition        Report By
 BG3648  HISTORY     - UNK      MONUMENTED       FLDT
 BG3648  HISTORY     - 1984     GOOD             FLDNR
 BG3648  HISTORY     - 20030525 GOOD             USPSQD
 BG3648  HISTORY     - 20040810 GOOD             USPSQD
 BG3648  HISTORY     - 20050808 GOOD             USPSQD
 BG3648
 BG3648                          STATION DESCRIPTION
 BG3648
 BG3648'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3648'8.7 MI WEST FROM PENSACOLA.
 BG3648'THE MARK IS AT THE SOUTHEAST END OF THE U.S. HIGHWAY 98 BRIDGE OVER
 BG3648'PERDIDO BAY (FLORIDA-ALABAMA LINE), SET IN THE TOP OF THE BRIDGE RAIL,
 BG3648'23.2 FEET NORTHEAST OF THE CENTERLINE OF U.S. 98, AND 6.7 FEET
 BG3648'NORTHWEST OF THE SOUTHEAST END OF THE RAIL.
 BG3648'THE MARK IS 4 FT ABOVE HIGHWAY.
 BG3648
 BG3648                          STATION RECOVERY (2003)
 BG3648
 BG3648'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3648'RECOVERED IN GOOD CONDITION.
 BG3648
 BG3648                          STATION RECOVERY (2004)
 BG3648
 BG3648'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3648'RECOVERED IN GOOD CONDITION.
 BG3648
 BG3648                          STATION RECOVERY (2005)
 BG3648
 BG3648'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3647 ***********************************************************************
 BG3647  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3647  DESIGNATION -  872 9962 G TIDAL
 BG3647  PID         -  BG3647
 BG3647  STATE/COUNTY-  FL/ESCAMBIA
 BG3647  USGS QUAD   -  LILLIAN (1987)
 BG3647
 BG3647                         *CURRENT SURVEY CONTROL
 BG3647  ___________________________________________________________________
 BG3647* NAD 83(1986)-  30 24 03.     (N)    087 25 24.     (W)     SCALED    
 BG3647* NAVD 88     -         1.916  (meters)       6.29   (feet)  ADJUSTED  
 BG3647  ___________________________________________________________________
 BG3647  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG3647  DYNAMIC HT  -           1.913 (meters)       6.28  (feet)  COMP
 BG3647  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BG3647
 BG3647  VERT ORDER  -  SECOND    CLASS I
 BG3647
 BG3647.The horizontal coordinates were scaled from a topographic map and have
 BG3647.an estimated accuracy of +/- 6 seconds.
 BG3647
 BG3647.The orthometric height was determined by differential leveling
 BG3647.and adjusted by the National Geodetic Survey in June 1991..
 BG3647
 BG3647.This Tidal Bench Mark is designated as VM 16558
 BG3647.by the Center for Operational Oceanographic Products and Services.
 BG3647
 BG3647.The geoid height was determined by GEOID03.
 BG3647
 BG3647.The dynamic height is computed by dividing the NAVD 88
 BG3647.geopotential number by the normal gravity value computed on the
 BG3647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3647.degrees latitude (g = 980.6199 gals.).
 BG3647
 BG3647.The modeled gravity was interpolated from observed gravity values.
 BG3647
 BG3647;                    North         East    Units  Estimated Accuracy
 BG3647;SPC FL N     -   158,880.      319,120.      MT  (+/- 180 meters Scaled)
 BG3647
 BG3647                          SUPERSEDED SURVEY CONTROL
 BG3647
 BG3647.No superseded survey control is available for this station.
 BG3647
 BG3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU593632(NAD 83)
 BG3647_MARKER: DJ = TIDAL STATION DISK
 BG3647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BG3647_SP_SET: STAINLESS STEEL ROD
 BG3647_STAMPING: 9962 G 1984
 BG3647_MARK LOGO: NOS   
 BG3647_PROJECTION: FLUSH
 BG3647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3647+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG3647_ROD/PIPE-DEPTH: 15.5 meters
 BG3647
 BG3647  HISTORY     - Date     Condition        Report By
 BG3647  HISTORY     - 1984     MONUMENTED       FLDNR
 BG3647  HISTORY     - 20030525 GOOD             USPSQD
 BG3647  HISTORY     - 20040806 GOOD             USPSQD
 BG3647  HISTORY     - 20050808 GOOD             USPSQD
 BG3647
 BG3647                          STATION DESCRIPTION
 BG3647
 BG3647'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3647'8.5 MI WEST FROM PENSACOLA.
 BG3647'BEGIN AT THE SOUTHEAST END OF THE U.S. HIGHWAY 98 BRIDGE OVER PERDIDO
 BG3647'BAY (FLORIDA-ALABAMA LINE), GO 0.2 MILE SOUTHEAST ON U.S. 98 TO THE
 BG3647'JUNCTION OF PERDIDO MANOR ROAD AND THE MARK.  THE MARK BEARS 34.1 FEET
 BG3647'SOUTHWEST OF THE CENTERLINE OF U.S. 98, 29.2 FEET SOUTHEAST OF THE
 BG3647'CENTERLINE OF PERDIDO MANOR ROAD, 10 FEET EAST OF A 12-INCH DIAMETER
 BG3647'PINE TREE, 2.2 FEET SOUTHWEST OF A METAL RIGHT-OF-WAY ROAD MARKER, AND
 BG3647'1.2 FEET NORTHEAST OF A WITNESS POST.
 BG3647'THE MARK IS 1 FT BELOW HIGHWAY.
 BG3647
 BG3647                          STATION RECOVERY (2003)
 BG3647
 BG3647'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3647'WITNESS POST AND SIGN ARE MISSING.
 BG3647
 BG3647                          STATION RECOVERY (2004)
 BG3647
 BG3647'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3647'RECOVERED IN GOOD CONDITION.
 BG3647
 BG3647                          STATION RECOVERY (2005)
 BG3647
 BG3647'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3410 ***********************************************************************
 BG3410  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3410  DESIGNATION -  872 9962 TIDAL 1
 BG3410  PID         -  BG3410
 BG3410  STATE/COUNTY-  FL/ESCAMBIA
 BG3410  USGS QUAD   -  LILLIAN (1987)
 BG3410
 BG3410                         *CURRENT SURVEY CONTROL
 BG3410  ___________________________________________________________________
 BG3410* NAD 83(1986)-  30 23 43.     (N)    087 25 25.     (W)     SCALED    
 BG3410* NAVD 88     -         0.573  (meters)       1.88   (feet)  ADJUSTED  
 BG3410  ___________________________________________________________________
 BG3410  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG3410  DYNAMIC HT  -           0.572 (meters)       1.88  (feet)  COMP
 BG3410  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BG3410
 BG3410  VERT ORDER  -  SECOND    CLASS I
 BG3410
 BG3410.The horizontal coordinates were scaled from a topographic map and have
 BG3410.an estimated accuracy of +/- 6 seconds.
 BG3410
 BG3410.The orthometric height was determined by differential leveling
 BG3410.and adjusted by the National Geodetic Survey in June 1991..
 BG3410
 BG3410.This Tidal Bench Mark is designated as VM 10327
 BG3410.by the Center for Operational Oceanographic Products and Services.
 BG3410
 BG3410.The geoid height was determined by GEOID03.
 BG3410
 BG3410.The dynamic height is computed by dividing the NAVD 88
 BG3410.geopotential number by the normal gravity value computed on the
 BG3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3410.degrees latitude (g = 980.6199 gals.).
 BG3410
 BG3410.The modeled gravity was interpolated from observed gravity values.
 BG3410
 BG3410;                    North         East    Units  Estimated Accuracy
 BG3410;SPC FL N     -   158,270.      319,080.      MT  (+/- 180 meters Scaled)
 BG3410
 BG3410                          SUPERSEDED SURVEY CONTROL
 BG3410
 BG3410.No superseded survey control is available for this station.
 BG3410
 BG3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU593626(NAD 83)
 BG3410_MARKER: DJ = TIDAL STATION DISK
 BG3410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG3410_STAMPING: 1 1973
 BG3410_MARK LOGO: NOS   
 BG3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3410+STABILITY: SURFACE MOTION
 BG3410
 BG3410  HISTORY     - Date     Condition        Report By
 BG3410  HISTORY     - 1973     MONUMENTED       NOS
 BG3410  HISTORY     - 1977     GOOD             FLDNR
 BG3410  HISTORY     - 1984     GOOD             FLDNR
 BG3410  HISTORY     - 20040319 GOOD             USPSQD
 BG3410  HISTORY     - 20050322 GOOD             USPSQD
 BG3410
 BG3410                          STATION DESCRIPTION
 BG3410
 BG3410'DESCRIBED BY FL DEPT OF NAT RES 1977
 BG3410'9.2 MILES SW FROM WEST PENSACOLA.
 BG3410'FROM THE INTERSECTION OF US 98 AND SR 295 NAVY BOULEVARD, PROCEED WEST
 BG3410'ON US 98 8.7 MILES TO PERDIDO MANOR ROAD, THENCE SOUTH ON PERDIDO
 BG3410'MANOR ROAD 0.4 MILES TO J E MATTIS RESIDENCE, THENCE WESTERLY AROUND
 BG3410'THE SOUTH SIDE OF RESIDENCE 0.09 MILES TO A PIER FOUNDATION NORTH OF
 BG3410'PIER WITH TIDE GAGE. MARK BEARS 14 FEET EAST OF EAST END OF A WOODEN
 BG3410'PIER, 5.6 FEET WEST OF POST WITH FLOOD LIGHTS, 330 FEET WEST OF
 BG3410'NORTHWEST CORNER OF J E MATTIS HOUSE, SET FLUSH IN THE TOP OF PIER
 BG3410'FOUNDATION.
 BG3410
 BG3410                          STATION RECOVERY (1984)
 BG3410
 BG3410'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3410'RECOVERED IN GOOD CONDITION.
 BG3410
 BG3410                          STATION RECOVERY (2004)
 BG3410
 BG3410'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3410'RECOVERED IN GOOD CONDITION.
 BG3410
 BG3410                          STATION RECOVERY (2005)
 BG3410
 BG3410'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3409 ***********************************************************************
 BG3409  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3409  DESIGNATION -  872 9962 TIDAL 2
 BG3409  PID         -  BG3409
 BG3409  STATE/COUNTY-  FL/ESCAMBIA
 BG3409  USGS QUAD   -  LILLIAN (1987)
 BG3409
 BG3409                         *CURRENT SURVEY CONTROL
 BG3409  ___________________________________________________________________
 BG3409* NAD 83(1986)-  30 23 45.     (N)    087 25 21.     (W)     SCALED    
 BG3409* NAVD 88     -         3.384  (meters)      11.10   (feet)  ADJUSTED  
 BG3409  ___________________________________________________________________
 BG3409  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG3409  DYNAMIC HT  -           3.380 (meters)      11.09  (feet)  COMP
 BG3409  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BG3409
 BG3409  VERT ORDER  -  SECOND    CLASS I
 BG3409
 BG3409.The horizontal coordinates were scaled from a topographic map and have
 BG3409.an estimated accuracy of +/- 6 seconds.
 BG3409
 BG3409.The orthometric height was determined by differential leveling
 BG3409.and adjusted by the National Geodetic Survey in June 1991..
 BG3409.WARNING-Repeat measurements at this control monument indicate possible
 BG3409.vertical movement.
 BG3409
 BG3409.This Tidal Bench Mark is designated as VM 10328
 BG3409.by the Center for Operational Oceanographic Products and Services.
 BG3409
 BG3409.The geoid height was determined by GEOID03.
 BG3409
 BG3409.The dynamic height is computed by dividing the NAVD 88
 BG3409.geopotential number by the normal gravity value computed on the
 BG3409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3409.degrees latitude (g = 980.6199 gals.).
 BG3409
 BG3409.The modeled gravity was interpolated from observed gravity values.
 BG3409
 BG3409;                    North         East    Units  Estimated Accuracy
 BG3409;SPC FL N     -   158,330.      319,190.      MT  (+/- 180 meters Scaled)
 BG3409
 BG3409                          SUPERSEDED SURVEY CONTROL
 BG3409
 BG3409.No superseded survey control is available for this station.
 BG3409
 BG3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU594627(NAD 83)
 BG3409_MARKER: DJ = TIDAL STATION DISK
 BG3409_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3409_STAMPING: 2 1973
 BG3409_MARK LOGO: NOS   
 BG3409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3409+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 BG3409
 BG3409  HISTORY     - Date     Condition        Report By
 BG3409  HISTORY     - 1973     MONUMENTED       NOS
 BG3409  HISTORY     - 1977     GOOD             FLDNR
 BG3409  HISTORY     - 1984     GOOD             FLDNR
 BG3409  HISTORY     - 20040319 GOOD             USPSQD
 BG3409  HISTORY     - 20050322 GOOD             USPSQD
 BG3409
 BG3409                          STATION DESCRIPTION
 BG3409
 BG3409'DESCRIBED BY FL DEPT OF NAT RES 1977
 BG3409'9.1 MILES SW FROM WEST PENSACOLA.
 BG3409'FROM THE INTERSECTION OF US 98 AND SR 295 NAVY BOULEVARD, PROCEED WEST
 BG3409'ON US 98 8.7 MILES TO PERDIDO MANOR ROAD, THENCE SOUTH ON PERDIDO
 BG3409'MANOR ROAD 0.4 MILES TO J E MATTIS RESIDENCE. MARK BEARS 135 FEET
 BG3409'SOUTHWEST OF PERDIDO MANOR ROAD CENTERLINE, 2.5 FEET EAST OF EAST WALL
 BG3409'OF J E MATTIS HOUSE, 6.5 FEET NORTHEAST OF NORTH SIDE OF GARAGE DOOR,
 BG3409'0.4 FEET SOUTH OF THE PORCH.
 BG3409
 BG3409                          STATION RECOVERY (1984)
 BG3409
 BG3409'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3409'RECOVERED IN GOOD CONDITION.
 BG3409
 BG3409                          STATION RECOVERY (2004)
 BG3409
 BG3409'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3409'RECOVERED IN GOOD CONDITION.
 BG3409
 BG3409                          STATION RECOVERY (2005)
 BG3409
 BG3409'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3407 ***********************************************************************
 BG3407  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3407  DESIGNATION -  872 9962 TIDAL 3
 BG3407  PID         -  BG3407
 BG3407  STATE/COUNTY-  FL/ESCAMBIA
 BG3407  USGS QUAD   -  LILLIAN (1987)
 BG3407
 BG3407                         *CURRENT SURVEY CONTROL
 BG3407  ___________________________________________________________________
 BG3407* NAD 83(1986)-  30 24 08.     (N)    087 25 32.     (W)     SCALED    
 BG3407* NAVD 88     -         2.160  (meters)       7.09   (feet)  ADJUSTED  
 BG3407  ___________________________________________________________________
 BG3407  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BG3407  DYNAMIC HT  -           2.158 (meters)       7.08  (feet)  COMP
 BG3407  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BG3407
 BG3407  VERT ORDER  -  SECOND    CLASS I
 BG3407
 BG3407.The horizontal coordinates were scaled from a topographic map and have
 BG3407.an estimated accuracy of +/- 6 seconds.
 BG3407
 BG3407.The orthometric height was determined by differential leveling
 BG3407.and adjusted by the National Geodetic Survey in June 1991..
 BG3407
 BG3407.This Tidal Bench Mark is designated as VM 10329
 BG3407.by the Center for Operational Oceanographic Products and Services.
 BG3407
 BG3407.The geoid height was determined by GEOID03.
 BG3407
 BG3407.The dynamic height is computed by dividing the NAVD 88
 BG3407.geopotential number by the normal gravity value computed on the
 BG3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3407.degrees latitude (g = 980.6199 gals.).
 BG3407
 BG3407.The modeled gravity was interpolated from observed gravity values.
 BG3407
 BG3407;                    North         East    Units  Estimated Accuracy
 BG3407;SPC FL N     -   159,040.      318,910.      MT  (+/- 180 meters Scaled)
 BG3407
 BG3407                          SUPERSEDED SURVEY CONTROL
 BG3407
 BG3407.No superseded survey control is available for this station.
 BG3407
 BG3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU591634(NAD 83)
 BG3407_MARKER: DJ = TIDAL STATION DISK
 BG3407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG3407_SP_SET: CONCRETE FOUNDATION
 BG3407_STAMPING: 3 1973
 BG3407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3407
 BG3407  HISTORY     - Date     Condition        Report By
 BG3407  HISTORY     - 1973     MONUMENTED       NOS
 BG3407  HISTORY     - 1977     GOOD             FLDNR
 BG3407
 BG3407                          STATION DESCRIPTION
 BG3407
 BG3407'DESCRIBED BY FL DEPT OF NAT RES 1977
 BG3407'9.5 MI WEST FROM WEST PENSACOLA.
 BG3407'FROM THE INTERSECTION OF US 98 AND SR 295 NAVY BOULEVARD, PROCEED WEST
 BG3407'ON US 98 9.5 MILES TO THE EAST END OF LILLIAN BRIDGE. MARK BEARS 17.6
 BG3407'FEET SOUTH OF US 98 CENTERLINE AT A POINT 250 FEET EAST OF THE
 BG3407'ABUTMENT OF LILLIAN BRIDGE, 13.3 FEET NORTHWEST OF TRANSFORMER POLE
 BG3407'07782 52141, 4.5 FEET NORTH OF STUB UTILITY POLE, 0.56 FEET
 BG3407'SOUTHSOUTHEAST OF SOUTHWEST CORNER OF FOUNDATION PEDESTAL CORNER, SET
 BG3407'FLUSH IN A CONCRETE FOUNDATION FOR ELECTRIC BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3646 ***********************************************************************
 BG3646  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3646  DESIGNATION -  872 9974 A TIDAL
 BG3646  PID         -  BG3646
 BG3646  STATE/COUNTY-  FL/ESCAMBIA
 BG3646  USGS QUAD   -  PERDIDO BAY (1992)
 BG3646
 BG3646                         *CURRENT SURVEY CONTROL
 BG3646  ___________________________________________________________________
 BG3646* NAD 83(1986)-  30 17 59.     (N)    087 26 50.     (W)     SCALED    
 BG3646* NAVD 88     -         1.113  (meters)       3.65   (feet)  ADJUSTED  
 BG3646  ___________________________________________________________________
 BG3646  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG3646  DYNAMIC HT  -           1.111 (meters)       3.65  (feet)  COMP
 BG3646  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 BG3646
 BG3646  VERT ORDER  -  SECOND    CLASS I
 BG3646
 BG3646.The horizontal coordinates were scaled from a topographic map and have
 BG3646.an estimated accuracy of +/- 6 seconds.
 BG3646
 BG3646.The orthometric height was determined by differential leveling
 BG3646.and adjusted by the National Geodetic Survey in June 1991..
 BG3646
 BG3646.This Tidal Bench Mark is designated as VM 10332
 BG3646.by the Center for Operational Oceanographic Products and Services.
 BG3646
 BG3646.The geoid height was determined by GEOID03.
 BG3646
 BG3646.The dynamic height is computed by dividing the NAVD 88
 BG3646.geopotential number by the normal gravity value computed on the
 BG3646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3646.degrees latitude (g = 980.6199 gals.).
 BG3646
 BG3646.The modeled gravity was interpolated from observed gravity values.
 BG3646
 BG3646;                    North         East    Units  Estimated Accuracy
 BG3646;SPC FL N     -   147,740.      316,540.      MT  (+/- 180 meters Scaled)
 BG3646
 BG3646                          SUPERSEDED SURVEY CONTROL
 BG3646
 BG3646.No superseded survey control is available for this station.
 BG3646
 BG3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU569520(NAD 83)
 BG3646_MARKER: DJ = TIDAL STATION DISK
 BG3646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3646_SP_SET: COPPER-CLAD STEEL ROD
 BG3646_STAMPING: 9974 A 1977
 BG3646_MARK LOGO: NOS   
 BG3646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3646
 BG3646  HISTORY     - Date     Condition        Report By
 BG3646  HISTORY     - 1977     MONUMENTED       NOS
 BG3646  HISTORY     - 1984     GOOD             FLDNR
 BG3646
 BG3646                          STATION DESCRIPTION
 BG3646
 BG3646'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3646'3.2 MI SW FROM PERDIDO BAY.
 BG3646'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3646'THE COMMUNITY OF PERDIDO BAY, GO 2.8 MILES SOUTH AND WEST ON STATE
 BG3646'ROAD 292 TO THE JUNCTION OF OLD RIVER ROAD, GO 0.4 MILE NORTHERLY ON
 BG3646'OLD RIVER ROAD TO THE MARK.  THE MARK BEARS 28.2 FEET NORTHWEST OF THE
 BG3646'CENTERLINE OF THE ROAD, 7 FEET NORTHEAST OF A POWER POLE, AND IS NEAR
 BG3646'THE EAST CORNER OF THE PROPERTY OF R.J. BELL.  THE MARK IS 0.5 FOOT
 BG3646'SOUTHEAST OF A WITNESS POST.  SET ON THE TOP OF A COPPER-CLAD STEEL
 BG3646'ROD PROJECTIN 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3644 ***********************************************************************
 BG3644  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3644  DESIGNATION -  872 9974 B TIDAL
 BG3644  PID         -  BG3644
 BG3644  STATE/COUNTY-  FL/ESCAMBIA
 BG3644  USGS QUAD   -  PERDIDO BAY (1992)
 BG3644
 BG3644                         *CURRENT SURVEY CONTROL
 BG3644  ___________________________________________________________________
 BG3644* NAD 83(1986)-  30 17 56.     (N)    087 26 52.     (W)     SCALED    
 BG3644* NAVD 88     -         0.825  (meters)       2.71   (feet)  ADJUSTED  
 BG3644  ___________________________________________________________________
 BG3644  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG3644  DYNAMIC HT  -           0.824 (meters)       2.70  (feet)  COMP
 BG3644  MODELED GRAV-     979,335.2   (mgal)                       NAVD 88
 BG3644
 BG3644  VERT ORDER  -  SECOND    CLASS I
 BG3644
 BG3644.The horizontal coordinates were scaled from a topographic map and have
 BG3644.an estimated accuracy of +/- 6 seconds.
 BG3644
 BG3644.The orthometric height was determined by differential leveling
 BG3644.and adjusted by the National Geodetic Survey in June 1991..
 BG3644
 BG3644.This Tidal Bench Mark is designated as VM 10333
 BG3644.by the Center for Operational Oceanographic Products and Services.
 BG3644
 BG3644.The geoid height was determined by GEOID03.
 BG3644
 BG3644.The dynamic height is computed by dividing the NAVD 88
 BG3644.geopotential number by the normal gravity value computed on the
 BG3644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3644.degrees latitude (g = 980.6199 gals.).
 BG3644
 BG3644.The modeled gravity was interpolated from observed gravity values.
 BG3644
 BG3644;                    North         East    Units  Estimated Accuracy
 BG3644;SPC FL N     -   147,640.      316,480.      MT  (+/- 180 meters Scaled)
 BG3644
 BG3644                          SUPERSEDED SURVEY CONTROL
 BG3644
 BG3644.No superseded survey control is available for this station.
 BG3644
 BG3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU569519(NAD 83)
 BG3644_MARKER: DJ = TIDAL STATION DISK
 BG3644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3644_SP_SET: COPPER-CLAD STEEL ROD
 BG3644_STAMPING: 9974 B 1977
 BG3644_MARK LOGO: NOS   
 BG3644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3644
 BG3644  HISTORY     - Date     Condition        Report By
 BG3644  HISTORY     - 1977     MONUMENTED       NOS
 BG3644  HISTORY     - 1984     GOOD             FLDNR
 BG3644
 BG3644                          STATION DESCRIPTION
 BG3644
 BG3644'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3644'3.1 MI SW FROM PERDIDO BAY.
 BG3644'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3644'THE COMMUNITY OF PERDIDO BAY, GO 2.8 MILES SOUTH AND WEST ON STATE
 BG3644'ROAD 292 TO THE JUNCTION OF OLD RIVER ROAD, GO 0.3 MILE NORTHERLY ON
 BG3644'OLD RIVER ROAD TO THE MARK.  THE MARK BEARS 62 FEET SOUTHWEST OF THE
 BG3644'CENTER OF A DRAINAGE DITCH, 23 FEET NORTHWEST OF THE CENTERLINE OF THE
 BG3644'ROAD, ABOUT 25 FEET NORTHEAST OF A POWER POLE, AND 0.5 FOOT SOUTHEAST
 BG3644'OF A WITNESS POST.  SET ON THE TOP OF A COPPER-CLAD STEEL ROD
 BG3644'PROJECTING 2 INCHES
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3643 ***********************************************************************
 BG3643  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3643  DESIGNATION -  872 9974 C TIDAL
 BG3643  PID         -  BG3643
 BG3643  STATE/COUNTY-  FL/ESCAMBIA
 BG3643  USGS QUAD   -  PERDIDO BAY (1992)
 BG3643
 BG3643                         *CURRENT SURVEY CONTROL
 BG3643  ___________________________________________________________________
 BG3643* NAD 83(1986)-  30 17 53.     (N)    087 26 57.     (W)     SCALED    
 BG3643* NAVD 88     -         1.613  (meters)       5.29   (feet)  ADJUSTED  
 BG3643  ___________________________________________________________________
 BG3643  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG3643  DYNAMIC HT  -           1.611 (meters)       5.29  (feet)  COMP
 BG3643  MODELED GRAV-     979,335.2   (mgal)                       NAVD 88
 BG3643
 BG3643  VERT ORDER  -  SECOND    CLASS I
 BG3643
 BG3643.The horizontal coordinates were scaled from a topographic map and have
 BG3643.an estimated accuracy of +/- 6 seconds.
 BG3643
 BG3643.The orthometric height was determined by differential leveling
 BG3643.and adjusted by the National Geodetic Survey in June 1991..
 BG3643
 BG3643.This Tidal Bench Mark is designated as VM 10334
 BG3643.by the Center for Operational Oceanographic Products and Services.
 BG3643
 BG3643.The geoid height was determined by GEOID03.
 BG3643
 BG3643.The dynamic height is computed by dividing the NAVD 88
 BG3643.geopotential number by the normal gravity value computed on the
 BG3643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3643.degrees latitude (g = 980.6199 gals.).
 BG3643
 BG3643.The modeled gravity was interpolated from observed gravity values.
 BG3643
 BG3643;                    North         East    Units  Estimated Accuracy
 BG3643;SPC FL N     -   147,560.      316,350.      MT  (+/- 180 meters Scaled)
 BG3643
 BG3643                          SUPERSEDED SURVEY CONTROL
 BG3643
 BG3643.No superseded survey control is available for this station.
 BG3643
 BG3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU568518(NAD 83)
 BG3643_MARKER: DJ = TIDAL STATION DISK
 BG3643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3643_SP_SET: COPPER-CLAD STEEL ROD
 BG3643_STAMPING: 9974 C 1977
 BG3643_MARK LOGO: NOS   
 BG3643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3643
 BG3643  HISTORY     - Date     Condition        Report By
 BG3643  HISTORY     - 1977     MONUMENTED       NOS
 BG3643  HISTORY     - 1984     GOOD             FLDNR
 BG3643
 BG3643                          STATION DESCRIPTION
 BG3643
 BG3643'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3643'3.05 MI SW FROM PERDIDO BAY.
 BG3643'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3643'THE COMMUNITY OF PERDIDO BAY, GO 2.8 MILES SOUTH AND WEST ON STATE
 BG3643'ROAD 292 TO THE JUNCTION OF OLD RIVER ROAD, GO 0.25 MILE NORTHERLY ON
 BG3643'OLD RIVER ROAD TO THE MARK.  THE MARK BEARS 18.4 FEET NORTHWEST OF THE
 BG3643'CENTERLINE OF THE ROAD, 86.5 FEET EAST OF THE EAST CORNER OF HOUSE
 BG3643'1018, 330 FEET NORTHEAST OF TIDAL BENCH MARK 9974 D 1977, AND 0.5 FOOT
 BG3643'SOUTHEAST OF A WITNESS POST.  SET ON THE TOP OF A COPPER-CLAD STEEL
 BG3643'ROD PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3642 ***********************************************************************
 BG3642  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3642  DESIGNATION -  872 9974 D TIDAL
 BG3642  PID         -  BG3642
 BG3642  STATE/COUNTY-  FL/ESCAMBIA
 BG3642  USGS QUAD   -  PERDIDO BAY (1992)
 BG3642
 BG3642                         *CURRENT SURVEY CONTROL
 BG3642  ___________________________________________________________________
 BG3642* NAD 83(1986)-  30 17 49.     (N)    087 26 59.     (W)     SCALED    
 BG3642* NAVD 88     -         1.114  (meters)       3.65   (feet)  ADJUSTED  
 BG3642  ___________________________________________________________________
 BG3642  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG3642  DYNAMIC HT  -           1.112 (meters)       3.65  (feet)  COMP
 BG3642  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 BG3642
 BG3642  VERT ORDER  -  SECOND    CLASS I
 BG3642
 BG3642.The horizontal coordinates were scaled from a topographic map and have
 BG3642.an estimated accuracy of +/- 6 seconds.
 BG3642
 BG3642.The orthometric height was determined by differential leveling
 BG3642.and adjusted by the National Geodetic Survey in June 1991..
 BG3642
 BG3642.This Tidal Bench Mark is designated as VM 10335
 BG3642.by the Center for Operational Oceanographic Products and Services.
 BG3642
 BG3642.The geoid height was determined by GEOID03.
 BG3642
 BG3642.The dynamic height is computed by dividing the NAVD 88
 BG3642.geopotential number by the normal gravity value computed on the
 BG3642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3642.degrees latitude (g = 980.6199 gals.).
 BG3642
 BG3642.The modeled gravity was interpolated from observed gravity values.
 BG3642
 BG3642;                    North         East    Units  Estimated Accuracy
 BG3642;SPC FL N     -   147,430.      316,290.      MT  (+/- 180 meters Scaled)
 BG3642
 BG3642                          SUPERSEDED SURVEY CONTROL
 BG3642
 BG3642.No superseded survey control is available for this station.
 BG3642
 BG3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU567517(NAD 83)
 BG3642_MARKER: DJ = TIDAL STATION DISK
 BG3642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG3642_SP_SET: COPPER-CLAD STEEL ROD
 BG3642_STAMPING: 9974 D 1977
 BG3642_MARK LOGO: NOS   
 BG3642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3642
 BG3642  HISTORY     - Date     Condition        Report By
 BG3642  HISTORY     - 1977     MONUMENTED       NOS
 BG3642  HISTORY     - 1984     GOOD             FLDNR
 BG3642
 BG3642                          STATION DESCRIPTION
 BG3642
 BG3642'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3642'3 MI SW FROM PERDIDO BAY.
 BG3642'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3642'THE COMMUNITY OF PERDIDO BAY, GO 2.8 MILES SOUTH AND WEST ON STATE
 BG3642'ROAD 292 TO THE JUNCTION OF OLD RIVER ROAD, GO 0.2 MILE NORTHERLY ON
 BG3642'OLD RIVER ROAD TO THE MARK.  THE MARK BEARS 26 FEET SOUTHEAST OF THE
 BG3642'CENTERLINE OF THE ROAD, 59 FEET SOUTHEAST OF POWER POLE 0913, 161.5
 BG3642'FEET SOUTH OF THE SOUTH CORNER OF HOUSE 1019, 0.5 FOOT NORTHWEST OF A
 BG3642'WITNESS POST, AND 330 FEET SOUTHWEST OF TIDAL BENCH MARK 9974 C 1977.
 BG3642'SET ON THE TOP OF A COPPER-CLAD STEEL ROD PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3645 ***********************************************************************
 BG3645  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3645  DESIGNATION -  872 9974 E TIDAL
 BG3645  PID         -  BG3645
 BG3645  STATE/COUNTY-  FL/ESCAMBIA
 BG3645  USGS QUAD   -  PERDIDO BAY (1992)
 BG3645
 BG3645                         *CURRENT SURVEY CONTROL
 BG3645  ___________________________________________________________________
 BG3645* NAD 83(1986)-  30 17 59.     (N)    087 26 50.     (W)     SCALED    
 BG3645* NAVD 88     -         1.479  (meters)       4.85   (feet)  ADJUSTED  
 BG3645  ___________________________________________________________________
 BG3645  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG3645  DYNAMIC HT  -           1.477 (meters)       4.85  (feet)  COMP
 BG3645  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 BG3645
 BG3645  VERT ORDER  -  SECOND    CLASS I
 BG3645
 BG3645.The horizontal coordinates were scaled from a topographic map and have
 BG3645.an estimated accuracy of +/- 6 seconds.
 BG3645
 BG3645.The orthometric height was determined by differential leveling
 BG3645.and adjusted by the National Geodetic Survey in June 1991..
 BG3645
 BG3645.This Tidal Bench Mark is designated as VM 10336
 BG3645.by the Center for Operational Oceanographic Products and Services.
 BG3645
 BG3645.The geoid height was determined by GEOID03.
 BG3645
 BG3645.The dynamic height is computed by dividing the NAVD 88
 BG3645.geopotential number by the normal gravity value computed on the
 BG3645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3645.degrees latitude (g = 980.6199 gals.).
 BG3645
 BG3645.The modeled gravity was interpolated from observed gravity values.
 BG3645
 BG3645;                    North         East    Units  Estimated Accuracy
 BG3645;SPC FL N     -   147,740.      316,540.      MT  (+/- 180 meters Scaled)
 BG3645
 BG3645                          SUPERSEDED SURVEY CONTROL
 BG3645
 BG3645.No superseded survey control is available for this station.
 BG3645
 BG3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU569520(NAD 83)
 BG3645_MARKER: DJ = TIDAL STATION DISK
 BG3645_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG3645+WITH SETTING: PAVEMENT
 BG3645_SP_SET: CONCRETE SLAB
 BG3645_STAMPING: 9974 E 1977
 BG3645_MARK LOGO: NOS   
 BG3645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3645+STABILITY: SURFACE MOTION
 BG3645
 BG3645  HISTORY     - Date     Condition        Report By
 BG3645  HISTORY     - 1977     MONUMENTED       NOS
 BG3645  HISTORY     - 1984     GOOD             FLDNR
 BG3645
 BG3645                          STATION DESCRIPTION
 BG3645
 BG3645'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3645'3.2 MI SW FROM PERDIDO BAY.
 BG3645'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3645'THE COMMUNITY OF PERDIDO BAY, GO 2.8 MILES SOUTH AND WEST ON STATE
 BG3645'ROAD 292 TO THE JUNCTION OF OLD RIVER ROAD, GO 0.4 MILE NORTHERLY ON
 BG3645'OLD RIVER ROAD TO THE MARK.  THE MARK BEARS 75.4 FEET SOUTHEAST OF THE
 BG3645'EAST CORNER OF HOUSE 1017 (R.J. BELL RESIDENCE), 33 FEET NORTHEAST OF
 BG3645'THE CENTERLINE OF THE DRIVEWAY, AND IS SET IN THE CONCRETE SLAB FOR
 BG3645'THE WATER PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2313 ***********************************************************************
 AC2313  DESIGNATION -  88
 AC2313  PID         -  AC2313
 AC2313  STATE/COUNTY-  FL/MIAMI-DADE
 AC2313  USGS QUAD   -  HIALEAH (1994)
 AC2313
 AC2313                         *CURRENT SURVEY CONTROL
 AC2313  ___________________________________________________________________
 AC2313* NAD 83(1986)-  25 45 42.     (N)    080 20 50.     (W)     SCALED    
 AC2313* NAVD 88     -         2.801  (meters)       9.19   (feet)  ADJUSTED  
 AC2313  ___________________________________________________________________
 AC2313  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AC2313  DYNAMIC HT  -           2.797 (meters)       9.18  (feet)  COMP
 AC2313  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AC2313
 AC2313  VERT ORDER  -  FIRST     CLASS I
 AC2313
 AC2313.The horizontal coordinates were scaled from a topographic map and have
 AC2313.an estimated accuracy of +/- 6 seconds.
 AC2313
 AC2313.The orthometric height was determined by differential leveling
 AC2313.and adjusted by the National Geodetic Survey in September 1992..
 AC2313
 AC2313.The geoid height was determined by GEOID03.
 AC2313
 AC2313.The dynamic height is computed by dividing the NAVD 88
 AC2313.geopotential number by the normal gravity value computed on the
 AC2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2313.degrees latitude (g = 980.6199 gals.).
 AC2313
 AC2313.The modeled gravity was interpolated from observed gravity values.
 AC2313
 AC2313;                    North         East    Units  Estimated Accuracy
 AC2313;SPC FL E     -   158,370.      265,480.      MT  (+/- 180 meters Scaled)
 AC2313
 AC2313                          SUPERSEDED SURVEY CONTROL
 AC2313
 AC2313  NAVD 88 (06/15/91)    2.801  (m)            9.19   (f) UNKNOWN     1 1
 AC2313  NGVD 29 (09/01/92)    3.281  (m)           10.76   (f) ADJUSTED    1 1
 AC2313
 AC2313.Superseded values are not recommended for survey control.
 AC2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2313.See file dsdata.txt to determine how the superseded data were derived.
 AC2313
 AC2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ654494(NAD 83)
 AC2313_MARKER: DD = SURVEY DISK
 AC2313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2313_SP_SET: SIDEWALK
 AC2313_STAMPING: 88
 AC2313_MARK LOGO: FLHD  
 AC2313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2313+STABILITY: SURFACE MOTION
 AC2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC2313+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 AC2313
 AC2313  HISTORY     - Date     Condition        Report By
 AC2313  HISTORY     - UNK      MONUMENTED       FLHD
 AC2313  HISTORY     - 1965     GOOD             NGS
 AC2313  HISTORY     - 19910302 GOOD             USPSQD
 AC2313  HISTORY     - 19920218 GOOD             NGS
 AC2313  HISTORY     - 20050305 MARK NOT FOUND   FLDEP
 AC2313
 AC2313                          STATION DESCRIPTION
 AC2313
 AC2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2313'2.5 MI W FROM WEST MIAMI.
 AC2313'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI
 AC2313'STATION POST OFFICE AT WEST MIAMI, NEAR THE JUNCTION OF THE
 AC2313'HIGHWAY AND SW 94 TH AVENUE, AT THE SOUTHWEST CORNER OF A 100
 AC2313'FOOT LONG BRIDGE OVER A CANAL, ON TOP OF THE CONCRETE GUARD
 AC2313'RAIL BASE, 23 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 AC2313'LANE OF THE HIGHWAY, 6 FEET EAST OF THE WEST END OF THE
 AC2313'BRIDGE, 6 FEET NORTH OF THE CONCRETE BANNISTER ALONG THE
 AC2313'SOUTH SIDE OF THE BRIDGE, 40 1/2 FEET SOUTH OF BENCH MARK T
 AC2313'236 DESCRIBED, AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC2313
 AC2313                          STATION RECOVERY (1991)
 AC2313
 AC2313'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC2313'RECOVERED IN GOOD CONDITION.
 AC2313
 AC2313                          STATION RECOVERY (1992)
 AC2313
 AC2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC2313'IN WEST MIAMI, AT THE INTERSECTION OF SOUTHWEST 8TH STREET (U.S.
 AC2313'HIGHWAY 41) AND SOUTHWEST 94TH AVENUE, IN TOP OF AND 1.7 M (5.6 FT)
 AC2313'EAST OF THE WEST END OF THE SOUTH CONCRETE SIDEWALK OF AN 8TH STREET
 AC2313'BRIDGE SPANNING A CANAL, 43.0 M (141.1 FT) EAST OF THE CENTER OF THE
 AC2313'AVENUE, 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AC2313'LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AC2313'HIGHWAY.
 AC2313
 AC2313                          STATION RECOVERY (2005)
 AC2313
 AC2313'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AC2313'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7198 ***********************************************************************
 AK7198  DESIGNATION -  88
 AK7198  PID         -  AK7198
 AK7198  STATE/COUNTY-  FL/ORANGE
 AK7198  USGS QUAD   -  OVIEDO SW (1980)
 AK7198
 AK7198                         *CURRENT SURVEY CONTROL
 AK7198  ___________________________________________________________________
 AK7198* NAD 83(1986)-  28 33 31.     (N)    081 07 30.     (W)     SCALED    
 AK7198* NAVD 88     -        18.408  (meters)      60.39   (feet)  ADJUSTED  
 AK7198  ___________________________________________________________________
 AK7198  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AK7198  DYNAMIC HT  -          18.382 (meters)      60.31  (feet)  COMP
 AK7198  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 AK7198
 AK7198  VERT ORDER  -  SECOND    CLASS I
 AK7198
 AK7198.The horizontal coordinates were scaled from a topographic map and have
 AK7198.an estimated accuracy of +/- 6 seconds.
 AK7198
 AK7198.The orthometric height was determined by differential leveling
 AK7198.and adjusted by the National Geodetic Survey in December 1995..
 AK7198
 AK7198.The geoid height was determined by GEOID03.
 AK7198
 AK7198.The dynamic height is computed by dividing the NAVD 88
 AK7198.geopotential number by the normal gravity value computed on the
 AK7198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7198.degrees latitude (g = 980.6199 gals.).
 AK7198
 AK7198.The modeled gravity was interpolated from observed gravity values.
 AK7198
 AK7198;                    North         East    Units  Estimated Accuracy
 AK7198;SPC FL E     -   468,120.      187,770.      MT  (+/- 180 meters Scaled)
 AK7198
 AK7198                          SUPERSEDED SURVEY CONTROL
 AK7198
 AK7198.No superseded survey control is available for this station.
 AK7198
 AK7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM877590(NAD 83)
 AK7198_MARKER: DD = SURVEY DISK
 AK7198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7198_SP_SET: SQUARE CONCRETE MONUMENT
 AK7198_STAMPING: B.M. 88 ELEV. 61.84
 AK7198_MARK LOGO: FLDT  
 AK7198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7198+STABILITY: SURFACE MOTION
 AK7198
 AK7198  HISTORY     - Date     Condition        Report By
 AK7198  HISTORY     - UNK      MONUMENTED       FLDT
 AK7198  HISTORY     - 19900326 GOOD             FL-095
 AK7198  HISTORY     - 19980326 GOOD             USPSQD
 AK7198
 AK7198                          STATION DESCRIPTION
 AK7198
 AK7198'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7198'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7198'SOUTH SIDE OF STATE HWY 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER
 AK7198'LINE OF STATE HWY 50, ABOUT 140 FT (42.7 M) WEST OF THE CENTER LINE
 AK7198'OF SHEPPARD ROAD. T22S, R32E, SECTION 21. (DESCRIPTION SOURCE--THE
 AK7198'ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK7198
 AK7198                          STATION RECOVERY (1998)
 AK7198
 AK7198'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6816 ***********************************************************************
 AF6816  DESIGNATION -  88 78 A 01
 AF6816  PID         -  AF6816
 AF6816  STATE/COUNTY-  FL/BREVARD
 AF6816  USGS QUAD   -  SEBASTIAN NW (1992)
 AF6816
 AF6816                         *CURRENT SURVEY CONTROL
 AF6816  ___________________________________________________________________
 AF6816* NAD 83(1999)-  27 53 09.50816(N)    080 27 42.96035(W)     ADJUSTED  
 AF6816* NAVD 88     -         3.535  (meters)      11.60   (feet)  ADJUSTED  
 AF6816  ___________________________________________________________________
 AF6816  X           -     934,832.393 (meters)                     COMP
 AF6816  Y           -  -5,563,628.176 (meters)                     COMP
 AF6816  Z           -   2,965,330.878 (meters)                     COMP
 AF6816  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AF6816  ELLIP HEIGHT-         -24.49  (meters)          (06/19/01) GPS OBS
 AF6816  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AF6816  DYNAMIC HT  -           3.530 (meters)      11.58  (feet)  COMP
 AF6816  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AF6816
 AF6816  HORZ ORDER  -  FIRST
 AF6816  VERT ORDER  -  SECOND    CLASS II
 AF6816  ELLP ORDER  -  FOURTH    CLASS I
 AF6816
 AF6816.The horizontal coordinates were established by GPS observations
 AF6816.and adjusted by the National Geodetic Survey in June 2001..
 AF6816
 AF6816.The orthometric height was determined by differential leveling
 AF6816.and adjusted by the National Geodetic Survey in June 1991..
 AF6816
 AF6816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6816
 AF6816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6816
 AF6816.The ellipsoidal height was determined by GPS observations
 AF6816.and is referenced to NAD 83.
 AF6816
 AF6816.The geoid height was determined by GEOID03.
 AF6816
 AF6816.The dynamic height is computed by dividing the NAVD 88
 AF6816.geopotential number by the normal gravity value computed on the
 AF6816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6816.degrees latitude (g = 980.6199 gals.).
 AF6816
 AF6816.The modeled gravity was interpolated from observed gravity values.
 AF6816
 AF6816;                    North         East     Units Scale Factor Converg.
 AF6816;SPC FL E     -   393,689.940   252,978.164   MT  0.99997581   +0 15 06.0
 AF6816;SPC FL E     - 1,291,631.08    829,979.19   sFT  0.99997581   +0 15 06.0
 AF6816;UTM  17      - 3,084,687.596   552,960.088   MT  0.99963462   +0 15 06.0
 AF6816
 AF6816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6816!SPC FL E     -   1.00000385  x   0.99997581  =   0.99997966
 AF6816!UTM  17      -   1.00000385  x   0.99963462  =   0.99963847
 AF6816
 AF6816|---------------------------------------------------------------------|
 AF6816| PID    Reference Object                     Distance      Geod. Az  |
 AF6816|                                                           dddmmss.s |
 AF6816| AA5831 R 207 BREV                          376.887 METERS 33208     |
 AF6816|---------------------------------------------------------------------|
 AF6816
 AF6816                          SUPERSEDED SURVEY CONTROL
 AF6816
 AF6816  NAD 83(1990)-  27 53 09.50748(N)    080 27 42.95969(W) AD(       ) 1
 AF6816  NAD 83(1990)-  27 53 09.50748(N)    080 27 42.95969(W) AD(       ) 1
 AF6816  ELLIP H (09/12/94)  -24.48   (m)                       GP(       ) 4 1
 AF6816  NAVD 88 (09/12/94)    3.54   (m)           11.6    (f) LEVELING    3  
 AF6816  NAVD 88 (09/12/94)    3.54   (m)           11.6    (f) LEVELING    3  
 AF6816  NGVD 29 (09/01/92)    3.965  (m)           13.01   (f) ADJUSTED    2 2
 AF6816
 AF6816.Superseded values are not recommended for survey control.
 AF6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6816.See file dsdata.txt to determine how the superseded data were derived.
 AF6816
 AF6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5296084688(NAD 83)
 AF6816_MARKER: DD = SURVEY DISK
 AF6816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6816_SP_SET: CONCRETE POST
 AF6816_STAMPING: 88 78 A 01
 AF6816_MARK LOGO: FLDNR 
 AF6816_PROJECTION: RECESSED 20 CENTIMETERS
 AF6816_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6816+STABILITY: SURFACE MOTION
 AF6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6816+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 AF6816
 AF6816  HISTORY     - Date     Condition        Report By
 AF6816  HISTORY     - 1978     MONUMENTED       FLDNR
 AF6816  HISTORY     - 1978     GOOD             USPSQD
 AF6816  HISTORY     - 1989     GOOD             USPSQD
 AF6816  HISTORY     - 19930810 GOOD             GEOBAS
 AF6816  HISTORY     - 19940930 GOOD             GCYI
 AF6816  HISTORY     - 20020131 GOOD             USPSQD
 AF6816  HISTORY     - 20030104 GOOD             USPSQD
 AF6816  HISTORY     - 20040208 GOOD             USPSQD
 AF6816
 AF6816                          STATION DESCRIPTION
 AF6816
 AF6816'DESCRIBED BY FL DEPT OF NAT RES 1978
 AF6816'11.7 MI NORTH FROM WABASSO.
 AF6816'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6816'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3
 AF6816'MILES TO THE BRIDGE OVER SEBASTIAN INLET, CONTINUE NORTHWEST ON STATE
 AF6816'ROAD A1A FOR 1.8 MILES. IT IS 34.5 FEET EAST NORTHEAST OF THE
 AF6816'CENTERLINE OF THE HIGHWAY, 12.4 FEET NORTH OF THE CENTERLINE OF A DIRT
 AF6816'DRIVEWAY AND 9.2 FEET SOUTH OF A POWER POLE.
 AF6816'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6816'DEPARTMENT OF TRANSPORTATION.
 AF6816'THE MARK IS 3 FT  WSW FROM A WITNESS POST.
 AF6816
 AF6816                          STATION RECOVERY (1978)
 AF6816
 AF6816'RECOVERY NOTE BY US POWER SQUADRON 1978 (AG)
 AF6816'RECOVERED IN GOOD CONDITION.
 AF6816
 AF6816                          STATION RECOVERY (1989)
 AF6816
 AF6816'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6816'RECOVERED IN GOOD CONDITION.
 AF6816
 AF6816                          STATION RECOVERY (1993)
 AF6816
 AF6816'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AF6816'THE STATION IS LOCATED ABOUT 5 MI (8.05 KM) NORTH OF SEBASTIAN AND 5
 AF6816'MI (8.05 KM) SOUTHEAST OF FLORIDANA BEACH IN THE RIGHT OF WAY OF
 AF6816'STATE ROAD A1A.
 AF6816'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER SEBASTIAN
 AF6816'INLET (THE BREVARD INDIAN RIVER COUNTY LINE) AND STATE ROAD A1A, GO
 AF6816'NORTHWEST ON STATE ROAD A1A, FOR 1.9 MI (3.06 KM) TO STATION ON RIGHT
 AF6816'BETWEEN TWO DRIVEWAYS.
 AF6816'STATION MARK IS A FL.D.N.R. BRASS DISK STAMPED ---88 78 A 01--- SET IN
 AF6816'A 9 INCH ROUND CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND.
 AF6816'IT IS 2.7 FT (0.82 M) WEST SOUTHWEST OF A METAL WITNESS POST, 9.2 FT
 AF6816'(2.80 M) SOUTH OF A POWER POLE, 12.4 FT (3.78 M) NORTH OF THE CENTER
 AF6816'OF A DIRT ROAD AND 34.5 FT (10.52 M) EAST NORTHEAST OF CENTER OF
 AF6816'STATE ROAD A1A.
 AF6816'REFERENCES--
 AF6816'REFERENCE MARK NUMBER 1 IS A FL.D.N.R. BRASS DISK STAMPED ---88 78 A
 AF6816'01 RM NO 1--- IN THE TOP OF A CONCRETE MONUMENT THAT IS 3 INCHES
 AF6816'BELOW THE GROUND FOUND ON A MAGNETIC AZIMUTH OF 0 DEGREES AT 42.69 FT
 AF6816'(13.01 M). IT IS 0.5 FT (0.15 M) WEST OF A METAL WITNESS POST, 49.7
 AF6816'FT (15.15 M) EAS -NORTHEAST OF CENTER OF STATE ROAD A1A AND 88.0 FT
 AF6816'(26.82 M) NORTH OF CENTER OF A DRIVEWAY.
 AF6816'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AF6816'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 248 DEGREES AT
 AF6816'22.24 FT (6.78 M).
 AF6816'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AF6816'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 300 DEGREES AT
 AF6816'39.13 FT (11.93 M).
 AF6816
 AF6816                          STATION RECOVERY (1994)
 AF6816
 AF6816'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (MRL)
 AF6816'RECOVERED AS DESCRIBED.
 AF6816
 AF6816                          STATION RECOVERY (2002)
 AF6816
 AF6816'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6816'RECOVERED IN GOOD CONDITION.
 AF6816
 AF6816                          STATION RECOVERY (2003)
 AF6816
 AF6816'RECOVERY NOTE BY US POWER SQUADRON 2003 (GMA)
 AF6816'RECOVERED IN GOOD CONDITION.
 AF6816
 AF6816                          STATION RECOVERY (2004)
 AF6816
 AF6816'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMA)
 AF6816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6815 ***********************************************************************
 AF6815  DESIGNATION -  88 78 A 01 RM 1 FLDNR
 AF6815  PID         -  AF6815
 AF6815  STATE/COUNTY-  FL/BREVARD
 AF6815  USGS QUAD   -  SEBASTIAN NW (1992)
 AF6815
 AF6815                         *CURRENT SURVEY CONTROL
 AF6815  ___________________________________________________________________
 AF6815* NAD 83(1986)-  27 53 09.     (N)    080 27 43.     (W)     SCALED    
 AF6815* NAVD 88     -         3.697  (meters)      12.13   (feet)  ADJUSTED  
 AF6815  ___________________________________________________________________
 AF6815  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AF6815  DYNAMIC HT  -           3.692 (meters)      12.11  (feet)  COMP
 AF6815  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AF6815
 AF6815  VERT ORDER  -  SECOND    CLASS II
 AF6815
 AF6815.The horizontal coordinates were scaled from a topographic map and have
 AF6815.an estimated accuracy of +/- 6 seconds.
 AF6815
 AF6815.The orthometric height was determined by differential leveling
 AF6815.and adjusted by the National Geodetic Survey in June 1991..
 AF6815
 AF6815.The geoid height was determined by GEOID03.
 AF6815
 AF6815.The dynamic height is computed by dividing the NAVD 88
 AF6815.geopotential number by the normal gravity value computed on the
 AF6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6815.degrees latitude (g = 980.6199 gals.).
 AF6815
 AF6815.The modeled gravity was interpolated from observed gravity values.
 AF6815
 AF6815;                    North         East    Units  Estimated Accuracy
 AF6815;SPC FL E     -   393,670.      252,980.      MT  (+/- 180 meters Scaled)
 AF6815
 AF6815                          SUPERSEDED SURVEY CONTROL
 AF6815
 AF6815  NGVD 29 (09/01/92)    4.127  (m)           13.54   (f) ADJUSTED    2 2
 AF6815
 AF6815.Superseded values are not recommended for survey control.
 AF6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6815.See file dsdata.txt to determine how the superseded data were derived.
 AF6815
 AF6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL529846(NAD 83)
 AF6815_MARKER: DD = SURVEY DISK
 AF6815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6815_SP_SET: CONCRETE POST
 AF6815_STAMPING: 88 78 A01 RM NO 1
 AF6815_PROJECTION: RECESSED 8 CENTIMETERS
 AF6815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6815+STABILITY: SURFACE MOTION
 AF6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6815+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 AF6815
 AF6815  HISTORY     - Date     Condition        Report By
 AF6815  HISTORY     - 1978     MONUMENTED       FLDT
 AF6815  HISTORY     - 1989     GOOD             USPSQD
 AF6815  HISTORY     - 20020131 GOOD             USPSQD
 AF6815  HISTORY     - 20030415 GOOD             USPSQD
 AF6815
 AF6815                          STATION DESCRIPTION
 AF6815
 AF6815'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6815'11.7 MI NORTH FROM WABASSO.
 AF6815'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6815'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3
 AF6815'MILES TO THE BRIDGE OVER SEBASTION INLET, CONTINUE NORTHWEST ON STATE
 AF6815'ROAD A1A FOR 1.8 MILES. IT IS 49.7 FEET EAST NORTHEAST OF THE
 AF6815'CENTERLINE OF THE HIGHWAY AND 28 FEET NORTH OF THE CENTERLINE OF A
 AF6815'DRIVEWAY.
 AF6815'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6815'DEPARTMENT OF TRANSPORTATION.
 AF6815
 AF6815                          STATION RECOVERY (1989)
 AF6815
 AF6815'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6815'RECOVERED IN GOOD CONDITION.
 AF6815
 AF6815                          STATION RECOVERY (2002)
 AF6815
 AF6815'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6815'RECOVERED IN GOOD CONDITION.
 AF6815
 AF6815                          STATION RECOVERY (2003)
 AF6815
 AF6815'RECOVERY NOTE BY US POWER SQUADRON 2003 (GMA)
 AF6815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6817 ***********************************************************************
 AF6817  DESIGNATION -  88 78 A 01 RM 2 FLDNR
 AF6817  PID         -  AF6817
 AF6817  STATE/COUNTY-  FL/BREVARD
 AF6817  USGS QUAD   -  SEBASTIAN NW (1992)
 AF6817
 AF6817                         *CURRENT SURVEY CONTROL
 AF6817  ___________________________________________________________________
 AF6817* NAD 83(1986)-  27 53 09.     (N)    080 27 43.     (W)     SCALED    
 AF6817* NAVD 88     -         3.552  (meters)      11.65   (feet)  ADJUSTED  
 AF6817  ___________________________________________________________________
 AF6817  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AF6817  DYNAMIC HT  -           3.546 (meters)      11.63  (feet)  COMP
 AF6817  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AF6817
 AF6817  VERT ORDER  -  SECOND    CLASS II
 AF6817
 AF6817.The horizontal coordinates were scaled from a topographic map and have
 AF6817.an estimated accuracy of +/- 6 seconds.
 AF6817
 AF6817.The orthometric height was determined by differential leveling
 AF6817.and adjusted by the National Geodetic Survey in June 1991..
 AF6817
 AF6817.The geoid height was determined by GEOID03.
 AF6817
 AF6817.The dynamic height is computed by dividing the NAVD 88
 AF6817.geopotential number by the normal gravity value computed on the
 AF6817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6817.degrees latitude (g = 980.6199 gals.).
 AF6817
 AF6817.The modeled gravity was interpolated from observed gravity values.
 AF6817
 AF6817;                    North         East    Units  Estimated Accuracy
 AF6817;SPC FL E     -   393,670.      252,980.      MT  (+/- 180 meters Scaled)
 AF6817
 AF6817                          SUPERSEDED SURVEY CONTROL
 AF6817
 AF6817  NGVD 29 (09/01/92)    3.982  (m)           13.06   (f) ADJUSTED    2 2
 AF6817
 AF6817.Superseded values are not recommended for survey control.
 AF6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6817.See file dsdata.txt to determine how the superseded data were derived.
 AF6817
 AF6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL529846(NAD 83)
 AF6817_MARKER: DD = SURVEY DISK
 AF6817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6817_SP_SET: CONCRETE POST
 AF6817_STAMPING: 88 78 A01 RM NO 2
 AF6817_PROJECTION: RECESSED 8 CENTIMETERS
 AF6817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6817+STABILITY: SURFACE MOTION
 AF6817
 AF6817  HISTORY     - Date     Condition        Report By
 AF6817  HISTORY     - 1978     MONUMENTED       FLDT
 AF6817  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 AF6817
 AF6817                          STATION DESCRIPTION
 AF6817
 AF6817'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6817'11.7 MI NORTH FROM WABASSO.
 AF6817'FROM THE JUNCTION OF STATE ROAD A1A AND STAE ROAD 510, ABOUT 2.6
 AF6817'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3
 AF6817'MILES TO THE BRIDGE OVER SEBASTIAN INLET, CONTINUE NORTHWEST ON STATE
 AF6817'ROAD A1A FOR 1.8 MILES. IT IS 39.4 FEET EAST NORTHEAST OF THE
 AF6817'CENTERLINE OF THE HIGHWAY AND 21 FEET SOUTH OF THE CENTERLINE OF A
 AF6817'DIRT DRIVEWAY.
 AF6817'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6817'DEPARTMENT OF TRANSPORTATION.
 AF6817'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AF6817
 AF6817                          STATION RECOVERY (2002)
 AF6817
 AF6817'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6819 ***********************************************************************
 AF6819  DESIGNATION -  88 78 A 02 FLDNR
 AF6819  PID         -  AF6819
 AF6819  STATE/COUNTY-  FL/BREVARD
 AF6819  USGS QUAD   -  SEBASTIAN NW (1992)
 AF6819
 AF6819                         *CURRENT SURVEY CONTROL
 AF6819  ___________________________________________________________________
 AF6819* NAD 83(1986)-  27 52 33.     (N)    080 27 23.     (W)     SCALED    
 AF6819* NAVD 88     -         1.026  (meters)       3.37   (feet)  ADJUSTED  
 AF6819  ___________________________________________________________________
 AF6819  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AF6819  DYNAMIC HT  -           1.025 (meters)       3.36  (feet)  COMP
 AF6819  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 AF6819
 AF6819  VERT ORDER  -  SECOND    CLASS II
 AF6819
 AF6819.The horizontal coordinates were scaled from a topographic map and have
 AF6819.an estimated accuracy of +/- 6 seconds.
 AF6819
 AF6819.The orthometric height was determined by differential leveling
 AF6819.and adjusted by the National Geodetic Survey in June 1991..
 AF6819
 AF6819.The geoid height was determined by GEOID03.
 AF6819
 AF6819.The dynamic height is computed by dividing the NAVD 88
 AF6819.geopotential number by the normal gravity value computed on the
 AF6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6819.degrees latitude (g = 980.6199 gals.).
 AF6819
 AF6819.The modeled gravity was interpolated from observed gravity values.
 AF6819
 AF6819;                    North         East    Units  Estimated Accuracy
 AF6819;SPC FL E     -   392,570.      253,530.      MT  (+/- 180 meters Scaled)
 AF6819
 AF6819                          SUPERSEDED SURVEY CONTROL
 AF6819
 AF6819  NGVD 29 (09/01/92)    1.458  (m)            4.78   (f) ADJUSTED    2 2
 AF6819
 AF6819.Superseded values are not recommended for survey control.
 AF6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6819.See file dsdata.txt to determine how the superseded data were derived.
 AF6819
 AF6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL535835(NAD 83)
 AF6819_MARKER: DD = SURVEY DISK
 AF6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6819_SP_SET: CONCRETE POST
 AF6819_STAMPING: 88 78 A02
 AF6819_PROJECTION: RECESSED 20 CENTIMETERS
 AF6819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6819+STABILITY: SURFACE MOTION
 AF6819
 AF6819  HISTORY     - Date     Condition        Report By
 AF6819  HISTORY     - 1978     MONUMENTED       FLDT
 AF6819  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6819  HISTORY     - 20030113 MARK NOT FOUND   USPSQD
 AF6819
 AF6819                          STATION DESCRIPTION
 AF6819
 AF6819'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6819'10.9 MI NORTH FROM WABASSO.
 AF6819'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6819'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE
 AF6819'ROAD A1A FOR 1 MILE. IT IS 24.5 FEET EAST OF THE CENTERLINE OF THE
 AF6819'HIGHWAY AND 18.1 FEET WEST OF A POWERLINE BRACE POLE.
 AF6819'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6819'DEPARTMENT OF TRANSPORTATION.
 AF6819
 AF6819                          STATION RECOVERY (1988)
 AF6819
 AF6819'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6819'MARK NOT FOUND.
 AF6819
 AF6819                          STATION RECOVERY (2003)
 AF6819
 AF6819'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF6819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6820 ***********************************************************************
 AF6820  DESIGNATION -  88 78 A 02 RM 1 FLDNR
 AF6820  PID         -  AF6820
 AF6820  STATE/COUNTY-  FL/BREVARD
 AF6820  USGS QUAD   -  SEBASTIAN NW (1992)
 AF6820
 AF6820                         *CURRENT SURVEY CONTROL
 AF6820  ___________________________________________________________________
 AF6820* NAD 83(1986)-  27 52 33.     (N)    080 27 23.     (W)     SCALED    
 AF6820* NAVD 88     -         0.994  (meters)       3.26   (feet)  ADJUSTED  
 AF6820  ___________________________________________________________________
 AF6820  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AF6820  DYNAMIC HT  -           0.992 (meters)       3.25  (feet)  COMP
 AF6820  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 AF6820
 AF6820  VERT ORDER  -  SECOND    CLASS II
 AF6820
 AF6820.The horizontal coordinates were scaled from a topographic map and have
 AF6820.an estimated accuracy of +/- 6 seconds.
 AF6820
 AF6820.The orthometric height was determined by differential leveling
 AF6820.and adjusted by the National Geodetic Survey in June 1991..
 AF6820
 AF6820.The geoid height was determined by GEOID03.
 AF6820
 AF6820.The dynamic height is computed by dividing the NAVD 88
 AF6820.geopotential number by the normal gravity value computed on the
 AF6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6820.degrees latitude (g = 980.6199 gals.).
 AF6820
 AF6820.The modeled gravity was interpolated from observed gravity values.
 AF6820
 AF6820;                    North         East    Units  Estimated Accuracy
 AF6820;SPC FL E     -   392,570.      253,530.      MT  (+/- 180 meters Scaled)
 AF6820
 AF6820                          SUPERSEDED SURVEY CONTROL
 AF6820
 AF6820  NGVD 29 (09/01/92)    1.425  (m)            4.68   (f) ADJUSTED    2 2
 AF6820
 AF6820.Superseded values are not recommended for survey control.
 AF6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6820.See file dsdata.txt to determine how the superseded data were derived.
 AF6820
 AF6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL535835(NAD 83)
 AF6820_MARKER: DD = SURVEY DISK
 AF6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6820_SP_SET: CONCRETE POST
 AF6820_STAMPING: 88 78 A02 RM NO 1
 AF6820_PROJECTION: RECESSED 5 CENTIMETERS
 AF6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6820+STABILITY: SURFACE MOTION
 AF6820
 AF6820  HISTORY     - Date     Condition        Report By
 AF6820  HISTORY     - 1978     MONUMENTED       FLDT
 AF6820  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 AF6820  HISTORY     - 20030113 MARK NOT FOUND   USPSQD
 AF6820
 AF6820                          STATION DESCRIPTION
 AF6820
 AF6820'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6820'10.9 MI NORTH FROM WABASSO.
 AF6820'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6820'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3
 AF6820'MILES TO THE BRIDGE OVER SEBASTIAN INLET, CONTINUE NORTHWEST ON STATE
 AF6820'ROAD A1A FOR 1 MILE. IT IS 45.8 FEET SOUTH SOUTHWEST OF A POWERLINE
 AF6820'BRACE POLE AND 33.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6820'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6820'DEPARTMENT OF TRANSPORTATION.
 AF6820'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AF6820
 AF6820                          STATION RECOVERY (2002)
 AF6820
 AF6820'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6820'MARK NOT FOUND.
 AF6820
 AF6820                          STATION RECOVERY (2003)
 AF6820
 AF6820'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF6820'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6818 ***********************************************************************
 AF6818  DESIGNATION -  88 78 A 02 RM 2 FLDNR
 AF6818  PID         -  AF6818
 AF6818  STATE/COUNTY-  FL/BREVARD
 AF6818  USGS QUAD   -  SEBASTIAN NW (1992)
 AF6818
 AF6818                         *CURRENT SURVEY CONTROL
 AF6818  ___________________________________________________________________
 AF6818* NAD 83(1986)-  27 52 33.     (N)    080 27 23.     (W)     SCALED    
 AF6818* NAVD 88     -         1.198  (meters)       3.93   (feet)  ADJUSTED  
 AF6818  ___________________________________________________________________
 AF6818  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AF6818  DYNAMIC HT  -           1.196 (meters)       3.92  (feet)  COMP
 AF6818  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 AF6818
 AF6818  VERT ORDER  -  SECOND    CLASS II
 AF6818
 AF6818.The horizontal coordinates were scaled from a topographic map and have
 AF6818.an estimated accuracy of +/- 6 seconds.
 AF6818
 AF6818.The orthometric height was determined by differential leveling
 AF6818.and adjusted by the National Geodetic Survey in June 1991..
 AF6818
 AF6818.The geoid height was determined by GEOID03.
 AF6818
 AF6818.The dynamic height is computed by dividing the NAVD 88
 AF6818.geopotential number by the normal gravity value computed on the
 AF6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6818.degrees latitude (g = 980.6199 gals.).
 AF6818
 AF6818.The modeled gravity was interpolated from observed gravity values.
 AF6818
 AF6818;                    North         East    Units  Estimated Accuracy
 AF6818;SPC FL E     -   392,570.      253,530.      MT  (+/- 180 meters Scaled)
 AF6818
 AF6818                          SUPERSEDED SURVEY CONTROL
 AF6818
 AF6818  NGVD 29 (09/01/92)    1.629  (m)            5.34   (f) ADJUSTED    2 2
 AF6818
 AF6818.Superseded values are not recommended for survey control.
 AF6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6818.See file dsdata.txt to determine how the superseded data were derived.
 AF6818
 AF6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL535835(NAD 83)
 AF6818_MARKER: DD = SURVEY DISK
 AF6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6818_SP_SET: CONCRETE POST
 AF6818_STAMPING: 88 78 A02 RM NO 2
 AF6818_PROJECTION: RECESSED 5 CENTIMETERS
 AF6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6818+STABILITY: SURFACE MOTION
 AF6818
 AF6818  HISTORY     - Date     Condition        Report By
 AF6818  HISTORY     - 1978     MONUMENTED       FLDT
 AF6818  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 AF6818  HISTORY     - 20030113 MARK NOT FOUND   USPSQD
 AF6818
 AF6818                          STATION DESCRIPTION
 AF6818
 AF6818'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6818'10.9 MI NORTH FROM WABASSO.
 AF6818'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6818'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3
 AF6818'MILES TO THE BRIDGE OVER SEBASTIAN INLET, CONTINUE NORTHWEST ON STATE
 AF6818'ROAD A1A FOR 1 MILE. IT IS 37.6 FEET NORTHWEST OF A POWERLINE BRACE
 AF6818'POLE AND 27.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6818'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6818'DEPARTMENT OF TRANSPORTATION.
 AF6818'THE MARK IS 2 FT  W FROM A WITNESS POST.
 AF6818
 AF6818                          STATION RECOVERY (2002)
 AF6818
 AF6818'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6818'MARK NOT FOUND.
 AF6818
 AF6818                          STATION RECOVERY (2003)
 AF6818
 AF6818'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF6818'COULD NOT FIND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6822 ***********************************************************************
 AF6822  DESIGNATION -  88 78 A 03
 AF6822  PID         -  AF6822
 AF6822  STATE/COUNTY-  FL/BREVARD
 AF6822  USGS QUAD   -  SEBASTIAN (1970)
 AF6822
 AF6822                         *CURRENT SURVEY CONTROL
 AF6822  ___________________________________________________________________
 AF6822* NAD 83(1986)-  27 51 44.     (N)    080 26 58.     (W)     SCALED    
 AF6822* NAVD 88     -         5.988  (meters)      19.65   (feet)  ADJUSTED  
 AF6822  ___________________________________________________________________
 AF6822  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF6822  DYNAMIC HT  -           5.979 (meters)      19.62  (feet)  COMP
 AF6822  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 AF6822
 AF6822  VERT ORDER  -  SECOND    CLASS I
 AF6822
 AF6822.The horizontal coordinates were scaled from a topographic map and have
 AF6822.an estimated accuracy of +/- 6 seconds.
 AF6822
 AF6822.The orthometric height was determined by differential leveling
 AF6822.and adjusted by the National Geodetic Survey in September 1996..
 AF6822
 AF6822.The geoid height was determined by GEOID03.
 AF6822
 AF6822.The dynamic height is computed by dividing the NAVD 88
 AF6822.geopotential number by the normal gravity value computed on the
 AF6822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6822.degrees latitude (g = 980.6199 gals.).
 AF6822
 AF6822.The modeled gravity was interpolated from observed gravity values.
 AF6822
 AF6822;                    North         East    Units  Estimated Accuracy
 AF6822;SPC FL E     -   391,060.      254,220.      MT  (+/- 180 meters Scaled)
 AF6822
 AF6822                          SUPERSEDED SURVEY CONTROL
 AF6822
 AF6822  NAVD 88 (06/15/91)    5.991  (m)           19.66   (f) UNKNOWN     2 1
 AF6822  NGVD 29 (09/01/92)    6.422  (m)           21.07   (f) ADJUSTED    2 1
 AF6822
 AF6822.Superseded values are not recommended for survey control.
 AF6822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6822.See file dsdata.txt to determine how the superseded data were derived.
 AF6822
 AF6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL542820(NAD 83)
 AF6822_MARKER: DD = SURVEY DISK
 AF6822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6822_SP_SET: CONCRETE POST
 AF6822_STAMPING: 88 78 A03
 AF6822_MARK LOGO: FLDNR 
 AF6822_PROJECTION: RECESSED 3 CENTIMETERS
 AF6822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6822+STABILITY: SURFACE MOTION
 AF6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6822+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 AF6822
 AF6822  HISTORY     - Date     Condition        Report By
 AF6822  HISTORY     - 1978     MONUMENTED       FLDT
 AF6822  HISTORY     - 1980     GOOD             FLDNR
 AF6822  HISTORY     - 1984     GOOD             FLDNR
 AF6822  HISTORY     - 1988     GOOD             USPSQD
 AF6822  HISTORY     - 20011220 GOOD             USPSQD
 AF6822  HISTORY     - 20030113 GOOD             USPSQD
 AF6822
 AF6822                          STATION DESCRIPTION
 AF6822
 AF6822'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6822'9.9 MI NORTH FROM WABASSO.
 AF6822'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6822'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3
 AF6822'MILES TO THE BRIDGE OVER SEBASTIAN INLET. THE MARK IS LOCATED AT THE
 AF6822'NORTHWEST CORNER OF THE BRIDGE. IT IS 23.1 FEET WEST OF THE CENTERLINE
 AF6822'OF THE HIGHWAY, 20.1 FEET NORTHWEST OF THE NORTH CORNER OF THW WEST
 AF6822'CONCRETE BRIDGE RAIL AND 7.2 FEET NORTHEAST OF A LONE PINE TREE.
 AF6822'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6822'DEPARTMENT OF TRANSPORTATION.
 AF6822'THE MARK IS 4 FT  E FROM A WITNESS POST.
 AF6822
 AF6822                          STATION RECOVERY (1980)
 AF6822
 AF6822'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6822'RECOVERED IN GOOD CONDITION.
 AF6822
 AF6822                          STATION RECOVERY (1984)
 AF6822
 AF6822'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6822'RECOVERED IN GOOD CONDITION.
 AF6822
 AF6822                          STATION RECOVERY (1988)
 AF6822
 AF6822'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 AF6822'RECOVERED IN GOOD CONDITION.
 AF6822
 AF6822                          STATION RECOVERY (2001)
 AF6822
 AF6822'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6822'REPEATED DGPS READING LA 27 51 73.4 N  LO 80 26 97.4 W
 AF6822
 AF6822                          STATION RECOVERY (2003)
 AF6822
 AF6822'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF6822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6821 ***********************************************************************
 AF6821  DESIGNATION -  88 78 A 03 RM 1 FLDNR
 AF6821  PID         -  AF6821
 AF6821  STATE/COUNTY-  FL/BREVARD
 AF6821  USGS QUAD   -  SEBASTIAN (1970)
 AF6821
 AF6821                         *CURRENT SURVEY CONTROL
 AF6821  ___________________________________________________________________
 AF6821* NAD 83(1986)-  27 51 44.     (N)    080 26 58.     (W)     SCALED    
 AF6821* NAVD 88     -         5.463  (meters)      17.92   (feet)  ADJUSTED  
 AF6821  ___________________________________________________________________
 AF6821  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF6821  DYNAMIC HT  -           5.455 (meters)      17.90  (feet)  COMP
 AF6821  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 AF6821
 AF6821  VERT ORDER  -  SECOND    CLASS II
 AF6821
 AF6821.The horizontal coordinates were scaled from a topographic map and have
 AF6821.an estimated accuracy of +/- 6 seconds.
 AF6821
 AF6821.The orthometric height was determined by differential leveling
 AF6821.and adjusted by the National Geodetic Survey in June 1991..
 AF6821
 AF6821.The geoid height was determined by GEOID03.
 AF6821
 AF6821.The dynamic height is computed by dividing the NAVD 88
 AF6821.geopotential number by the normal gravity value computed on the
 AF6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6821.degrees latitude (g = 980.6199 gals.).
 AF6821
 AF6821.The modeled gravity was interpolated from observed gravity values.
 AF6821
 AF6821;                    North         East    Units  Estimated Accuracy
 AF6821;SPC FL E     -   391,060.      254,220.      MT  (+/- 180 meters Scaled)
 AF6821
 AF6821                          SUPERSEDED SURVEY CONTROL
 AF6821
 AF6821  NGVD 29 (09/01/92)    5.894  (m)           19.34   (f) ADJUSTED    2 2
 AF6821
 AF6821.Superseded values are not recommended for survey control.
 AF6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6821.See file dsdata.txt to determine how the superseded data were derived.
 AF6821
 AF6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL542820(NAD 83)
 AF6821_MARKER: DD = SURVEY DISK
 AF6821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6821_SP_SET: CONCRETE CURB
 AF6821_STAMPING: 88 78 A03 RM NO 1
 AF6821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6821
 AF6821  HISTORY     - Date     Condition        Report By
 AF6821  HISTORY     - 1978     MONUMENTED       FLDT
 AF6821  HISTORY     - 20011220 GOOD             USPSQD
 AF6821
 AF6821                          STATION DESCRIPTION
 AF6821
 AF6821'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6821'9.9 MI NORTH FROM WABASSO.
 AF6821'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6821'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3
 AF6821'MILES TO THE BRIDGE OVER SEBASTIAN INLET. THE MARK IS SET IN THE TOP
 AF6821'WEST CONCRETE CURB AT THE NORTH END OF THE BRIDGE. IT IS 59.5 FEET
 AF6821'NORTH NORTHWEST OF THE NORTH END OF THE WEST CONCRETE BRIDGE RAIL,
 AF6821'44.5 FEET NORTH OF A LONE PINE TREE AND 22 FEET WEST OF THE CENTERLINE
 AF6821'OF THE HIGHWAY.
 AF6821'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6821'DEPARTMENT OF TRANSPORTATION.
 AF6821
 AF6821                          STATION RECOVERY (2001)
 AF6821
 AF6821'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6821'DIFFERENCE IN POSITION AS GIVEN.
 AF6821'FRONT OF WITNESS POST AT BRIDGE APPROACH, 20 FEET NORTH OF BRIDGE.
 AF6821'LA 27 51 73.4 N  LO 80 26 97.2 W AS PER REPEATED DGPS READING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6824 ***********************************************************************
 AF6824  DESIGNATION -  88 78 A 04
 AF6824  PID         -  AF6824
 AF6824  STATE/COUNTY-  FL/INDIAN RIVER
 AF6824  USGS QUAD   -  SEBASTIAN (1970)
 AF6824
 AF6824                         *CURRENT SURVEY CONTROL
 AF6824  ___________________________________________________________________
 AF6824* NAD 83(1999)-  27 51 29.48010(N)    080 26 50.90974(W)     ADJUSTED  
 AF6824* NAVD 88     -         5.904  (meters)      19.37   (feet)  ADJUSTED  
 AF6824  ___________________________________________________________________
 AF6824  X           -     936,475.568 (meters)                     COMP
 AF6824  Y           -  -5,564,813.685 (meters)                     COMP
 AF6824  Z           -   2,962,610.070 (meters)                     COMP
 AF6824  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AF6824  ELLIP HEIGHT-         -22.12  (meters)          (06/19/01) GPS OBS
 AF6824  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF6824  DYNAMIC HT  -           5.895 (meters)      19.34  (feet)  COMP
 AF6824  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 AF6824
 AF6824  HORZ ORDER  -  FIRST
 AF6824  VERT ORDER  -  SECOND    CLASS II
 AF6824  ELLP ORDER  -  FOURTH    CLASS I
 AF6824
 AF6824.The horizontal coordinates were established by GPS observations
 AF6824.and adjusted by the National Geodetic Survey in June 2001..
 AF6824
 AF6824.The orthometric height was determined by differential leveling
 AF6824.and adjusted by the National Geodetic Survey in June 1991..
 AF6824
 AF6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6824
 AF6824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6824
 AF6824.The ellipsoidal height was determined by GPS observations
 AF6824.and is referenced to NAD 83.
 AF6824
 AF6824.The geoid height was determined by GEOID03.
 AF6824
 AF6824.The dynamic height is computed by dividing the NAVD 88
 AF6824.geopotential number by the normal gravity value computed on the
 AF6824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6824.degrees latitude (g = 980.6199 gals.).
 AF6824
 AF6824.The modeled gravity was interpolated from observed gravity values.
 AF6824
 AF6824;                    North         East     Units Scale Factor Converg.
 AF6824;SPC FL E     -   390,617.253   254,415.658   MT  0.99997771   +0 15 29.5
 AF6824;SPC FL E     - 1,281,550.10    834,695.37   sFT  0.99997771   +0 15 29.5
 AF6824;UTM  17      - 3,081,615.957   554,397.091   MT  0.99963652   +0 15 29.5
 AF6824
 AF6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6824!SPC FL E     -   1.00000347  x   0.99997771  =   0.99998118
 AF6824!UTM  17      -   1.00000347  x   0.99963652  =   0.99963999
 AF6824
 AF6824                          SUPERSEDED SURVEY CONTROL
 AF6824
 AF6824  NAD 83(1990)-  27 51 29.47946(N)    080 26 50.90934(W) AD(       ) 1
 AF6824  ELLIP H (06/26/95)  -22.11   (m)                       GP(       ) 3 1
 AF6824  NAVD 88 (06/26/95)    5.90   (m)           19.4    (f) LEVELING    3  
 AF6824  NGVD 29 (09/01/92)    6.337  (m)           20.79   (f) ADJUSTED    2 2
 AF6824
 AF6824.Superseded values are not recommended for survey control.
 AF6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6824.See file dsdata.txt to determine how the superseded data were derived.
 AF6824
 AF6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5439781616(NAD 83)
 AF6824_MARKER: DD = SURVEY DISK
 AF6824_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6824_SP_SET: SET INTO TYPE F CONCRETE CURB
 AF6824_STAMPING: 88 78 A04
 AF6824_MARK LOGO: FLDNR 
 AF6824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF6824+STABILITY: POSITION/ELEVATION WELL
 AF6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6824+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 AF6824
 AF6824  HISTORY     - Date     Condition        Report By
 AF6824  HISTORY     - 1978     MONUMENTED       FLDT
 AF6824  HISTORY     - 198811   GOOD             USPSQD
 AF6824  HISTORY     - 19940928 GOOD             GCYI
 AF6824  HISTORY     - 19980226 GOOD             USPSQD
 AF6824  HISTORY     - 20020516 GOOD             USPSQD
 AF6824  HISTORY     - 20030515 GOOD             USPSQD
 AF6824
 AF6824                          STATION DESCRIPTION
 AF6824
 AF6824'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6824'9.8 MI NORTH FROM WABASSO.
 AF6824'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6824'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.2
 AF6824'MILES TO THE SOUTH END OF THE BRIDGE OVER SEBASTIAN INLET. IT IS SET
 AF6824'IN THE TOP WEST CONCRETE CURB OF HIGHWAY. IT IS 32.6 FEET SOUTH OF THE
 AF6824'SOUTH CORNER OF THE WEST CONCRETE GUARDRAIL, 21.9 FEET WEST OF THE
 AF6824'CENTERLINE OF THE HIGHWAY AND 21.9 FEET NORTH OF A SPEED LIMIT SIGN
 AF6824'POST.
 AF6824'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6824'DEPARTMENT OF TRANSPORTATION.
 AF6824
 AF6824                          STATION RECOVERY (1988)
 AF6824
 AF6824'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6824'RECOVERED IN GOOD CONDITION.
 AF6824
 AF6824                          STATION RECOVERY (1994)
 AF6824
 AF6824'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (ERM)
 AF6824'RECOVERED IN GOOD CONDITION, IN SECTION 20, TOWNSHIP 30 SOUTH, RANGE
 AF6824'39 EAST.
 AF6824'
 AF6824'NOTE   FOUND FLDNR DISK 88 78 A04 RM NO 2 WITH A MAGNETIC AZIMUTH OF
 AF6824'341 DEGREES AT A DISTANCE OF 31.10 FT (9.48 M) , FOUND FLDNR DISK 88
 AF6824'78 A04 RM NO 1 WITH A MAGNETIC AZIMUTH OF 246 DEGREES AT A DISTANCE OF
 AF6824'37.50 FT (11.43 M) , SET P.K. NAIL AND DISK, PCP LB4108 IN THE
 AF6824'EASTERLY EDGE OF THE PAVEMENT OF STATE ROAD A1A WITH A MAGNETIC
 AF6824'AZIMUTH OF 72 DEGREES AT A DISTANCE OF 8.65 FT (2.64 M) .
 AF6824
 AF6824                          STATION RECOVERY (1998)
 AF6824
 AF6824'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6824'RECOVERED IN GOOD CONDITION.
 AF6824
 AF6824                          STATION RECOVERY (2002)
 AF6824
 AF6824'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6824'RECOVERED IN GOOD CONDITION.
 AF6824
 AF6824                          STATION RECOVERY (2003)
 AF6824
 AF6824'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6824'RECOVERED IN GOOD CONDITION, NEXT TO A WITNESS POST.
 AF6824'GPS READING 27 51.48 N  080 26.848 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6825 ***********************************************************************
 AF6825  DESIGNATION -  88 78 A 04 RM 1 FLDNR
 AF6825  PID         -  AF6825
 AF6825  STATE/COUNTY-  FL/INDIAN RIVER
 AF6825  USGS QUAD   -  SEBASTIAN (1970)
 AF6825
 AF6825                         *CURRENT SURVEY CONTROL
 AF6825  ___________________________________________________________________
 AF6825* NAD 83(1986)-  27 51 29.     (N)    080 26 51.     (W)     SCALED    
 AF6825* NAVD 88     -         5.321  (meters)      17.46   (feet)  ADJUSTED  
 AF6825  ___________________________________________________________________
 AF6825  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AF6825  DYNAMIC HT  -           5.313 (meters)      17.43  (feet)  COMP
 AF6825  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 AF6825
 AF6825  VERT ORDER  -  SECOND    CLASS II
 AF6825
 AF6825.The horizontal coordinates were scaled from a topographic map and have
 AF6825.an estimated accuracy of +/- 6 seconds.
 AF6825
 AF6825.The orthometric height was determined by differential leveling
 AF6825.and adjusted by the National Geodetic Survey in June 1991..
 AF6825
 AF6825.The geoid height was determined by GEOID03.
 AF6825
 AF6825.The dynamic height is computed by dividing the NAVD 88
 AF6825.geopotential number by the normal gravity value computed on the
 AF6825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6825.degrees latitude (g = 980.6199 gals.).
 AF6825
 AF6825.The modeled gravity was interpolated from observed gravity values.
 AF6825
 AF6825;                    North         East    Units  Estimated Accuracy
 AF6825;SPC FL E     -   390,600.      254,410.      MT  (+/- 180 meters Scaled)
 AF6825
 AF6825                          SUPERSEDED SURVEY CONTROL
 AF6825
 AF6825  NGVD 29 (09/01/92)    5.754  (m)           18.88   (f) ADJUSTED    2 2
 AF6825
 AF6825.Superseded values are not recommended for survey control.
 AF6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6825.See file dsdata.txt to determine how the superseded data were derived.
 AF6825
 AF6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL543816(NAD 83)
 AF6825_MARKER: DD = SURVEY DISK
 AF6825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6825_SP_SET: CONCRETE CURB
 AF6825_STAMPING: 88 78 A04 RM NO 1
 AF6825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6825+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AF6825
 AF6825  HISTORY     - Date     Condition        Report By
 AF6825  HISTORY     - 1978     MONUMENTED       FLDT
 AF6825  HISTORY     - 198811   GOOD             USPSQD
 AF6825  HISTORY     - 19940718 GOOD             USPSQD
 AF6825  HISTORY     - 19960404 GOOD             USPSQD
 AF6825  HISTORY     - 19980226 GOOD             USPSQD
 AF6825  HISTORY     - 20010517 GOOD             USPSQD
 AF6825  HISTORY     - 20020516 GOOD             USPSQD
 AF6825  HISTORY     - 20030515 MARK NOT FOUND   USPSQD
 AF6825  HISTORY     - 20040206 GOOD             USPSQD
 AF6825
 AF6825                          STATION DESCRIPTION
 AF6825
 AF6825'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6825'9.8 MI NORTH FROM WABASSO.
 AF6825'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6825'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.2
 AF6825'MILES TO THE SOUTHE END OF THE BRIDGE OVER SEBASTIAN INLET. IT IS SET
 AF6825'IN THE TOP WEST CONCRETE CURB OF HIGHWAY. IT IS 20.2 FEET WEST OF THE
 AF6825'CENTERLINE OF THE HIGHWAY AND 15.8 FEET SOUTHWEST OF A SPEED LIMIT
 AF6825'SIGN POST.
 AF6825'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6825'DEPARTMENT OF TRANSPORTATION.
 AF6825
 AF6825                          STATION RECOVERY (1988)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6825'RECOVERED IN GOOD CONDITION.
 AF6825
 AF6825                          STATION RECOVERY (1994)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6825'RECOVERED IN GOOD CONDITION.
 AF6825
 AF6825                          STATION RECOVERY (1996)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6825'RECOVERED IN GOOD CONDITION.
 AF6825
 AF6825                          STATION RECOVERY (1998)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6825'RECOVERED IN GOOD CONDITION.
 AF6825
 AF6825                          STATION RECOVERY (2001)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6825'RECOVERED IN GOOD CONDITION.
 AF6825
 AF6825                          STATION RECOVERY (2002)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6825'RECOVERED IN GOOD CONDITION.
 AF6825
 AF6825                          STATION RECOVERY (2003)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6825'STATE HIGHWAY 510 WIDENED AND RESURFACED. ROAD SHOULDERS COVERED BY
 AF6825'BLACKTOP.
 AF6825
 AF6825                          STATION RECOVERY (2004)
 AF6825
 AF6825'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMA)
 AF6825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6823 ***********************************************************************
 AF6823  DESIGNATION -  88 78 A 04 RM 2 FLDNR
 AF6823  PID         -  AF6823
 AF6823  STATE/COUNTY-  FL/INDIAN RIVER
 AF6823  USGS QUAD   -  SEBASTIAN (1970)
 AF6823
 AF6823                         *CURRENT SURVEY CONTROL
 AF6823  ___________________________________________________________________
 AF6823* NAD 83(1986)-  27 51 29.     (N)    080 26 51.     (W)     SCALED    
 AF6823* NAVD 88     -         6.535  (meters)      21.44   (feet)  ADJUSTED  
 AF6823  ___________________________________________________________________
 AF6823  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AF6823  DYNAMIC HT  -           6.526 (meters)      21.41  (feet)  COMP
 AF6823  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 AF6823
 AF6823  VERT ORDER  -  SECOND    CLASS II
 AF6823
 AF6823.The horizontal coordinates were scaled from a topographic map and have
 AF6823.an estimated accuracy of +/- 6 seconds.
 AF6823
 AF6823.The orthometric height was determined by differential leveling
 AF6823.and adjusted by the National Geodetic Survey in June 1991..
 AF6823
 AF6823.The geoid height was determined by GEOID03.
 AF6823
 AF6823.The dynamic height is computed by dividing the NAVD 88
 AF6823.geopotential number by the normal gravity value computed on the
 AF6823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6823.degrees latitude (g = 980.6199 gals.).
 AF6823
 AF6823.The modeled gravity was interpolated from observed gravity values.
 AF6823
 AF6823;                    North         East    Units  Estimated Accuracy
 AF6823;SPC FL E     -   390,600.      254,410.      MT  (+/- 180 meters Scaled)
 AF6823
 AF6823                          SUPERSEDED SURVEY CONTROL
 AF6823
 AF6823  NGVD 29 (09/01/92)    6.968  (m)           22.86   (f) ADJUSTED    2 2
 AF6823
 AF6823.Superseded values are not recommended for survey control.
 AF6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6823.See file dsdata.txt to determine how the superseded data were derived.
 AF6823
 AF6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL543816(NAD 83)
 AF6823_MARKER: DD = SURVEY DISK
 AF6823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6823_SP_SET: CONCRETE CURB
 AF6823_STAMPING: 88 78 A04 RM NO 2
 AF6823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6823+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 AF6823
 AF6823  HISTORY     - Date     Condition        Report By
 AF6823  HISTORY     - 1978     MONUMENTED       FLDT
 AF6823  HISTORY     - 198811   GOOD             USPSQD
 AF6823  HISTORY     - 19940718 GOOD             USPSQD
 AF6823  HISTORY     - 19960404 GOOD             USPSQD
 AF6823  HISTORY     - 19980226 GOOD             USPSQD
 AF6823  HISTORY     - 20020516 GOOD             USPSQD
 AF6823  HISTORY     - 20030515 GOOD             USPSQD
 AF6823
 AF6823                          STATION DESCRIPTION
 AF6823
 AF6823'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6823'9.8 MI NORTH FROM WABASSO.
 AF6823'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510. ABOUT 2.6
 AF6823'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.2
 AF6823'MILES TO THE SOUTH END OF THE BRIDGE OVER SEBASTIAN INLET. IT IS SET
 AF6823'IN THE TOP SOUTHWEST CONCRETE CURB OF BRIDGE. IT IS 17.4 FEET WEST OF
 AF6823'THE CENTERLINE OF HIGHWAY AND 1.9 FEET SOUTHEAST OF THE SOUTH
 AF6823'CORNER OF THE WEST CONCRETE GUARDRAIL.
 AF6823'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6823'DEPARTMENT OF TRANSPORTATION.
 AF6823
 AF6823                          STATION RECOVERY (1988)
 AF6823
 AF6823'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6823'RECOVERED IN GOOD CONDITION.
 AF6823
 AF6823                          STATION RECOVERY (1994)
 AF6823
 AF6823'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6823'RECOVERED IN GOOD CONDITION.
 AF6823
 AF6823                          STATION RECOVERY (1996)
 AF6823
 AF6823'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6823'RECOVERED IN GOOD CONDITION.
 AF6823
 AF6823                          STATION RECOVERY (1998)
 AF6823
 AF6823'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6823'RECOVERED IN GOOD CONDITION.
 AF6823
 AF6823                          STATION RECOVERY (2002)
 AF6823
 AF6823'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6823'RECOVERED IN GOOD CONDITION.
 AF6823
 AF6823                          STATION RECOVERY (2003)
 AF6823
 AF6823'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6823'RECOVERED IN GOOD CONDITION.
 AF6823'GPS READING 27 51.498 N  080 26.849 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6827 ***********************************************************************
 AF6827  DESIGNATION -  88 78 A 05 FLDNR
 AF6827  PID         -  AF6827
 AF6827  STATE/COUNTY-  FL/INDIAN RIVER
 AF6827  USGS QUAD   -  SEBASTIAN (1970)
 AF6827
 AF6827                         *CURRENT SURVEY CONTROL
 AF6827  ___________________________________________________________________
 AF6827* NAD 83(1986)-  27 50 42.     (N)    080 26 27.     (W)     SCALED    
 AF6827* NAVD 88     -         0.987  (meters)       3.24   (feet)  ADJUSTED  
 AF6827  ___________________________________________________________________
 AF6827  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF6827  DYNAMIC HT  -           0.985 (meters)       3.23  (feet)  COMP
 AF6827  MODELED GRAV-     979,166.4   (mgal)                       NAVD 88
 AF6827
 AF6827  VERT ORDER  -  SECOND    CLASS II
 AF6827
 AF6827.The horizontal coordinates were scaled from a topographic map and have
 AF6827.an estimated accuracy of +/- 6 seconds.
 AF6827
 AF6827.The orthometric height was determined by differential leveling
 AF6827.and adjusted by the National Geodetic Survey in June 1991..
 AF6827
 AF6827.The geoid height was determined by GEOID03.
 AF6827
 AF6827.The dynamic height is computed by dividing the NAVD 88
 AF6827.geopotential number by the normal gravity value computed on the
 AF6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6827.degrees latitude (g = 980.6199 gals.).
 AF6827
 AF6827.The modeled gravity was interpolated from observed gravity values.
 AF6827
 AF6827;                    North         East    Units  Estimated Accuracy
 AF6827;SPC FL E     -   389,160.      255,080.      MT  (+/- 180 meters Scaled)
 AF6827
 AF6827                          SUPERSEDED SURVEY CONTROL
 AF6827
 AF6827  NGVD 29 (09/01/92)    1.422  (m)            4.67   (f) ADJUSTED    2 2
 AF6827
 AF6827.Superseded values are not recommended for survey control.
 AF6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6827.See file dsdata.txt to determine how the superseded data were derived.
 AF6827
 AF6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL550801(NAD 83)
 AF6827_MARKER: DD = SURVEY DISK
 AF6827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6827_SP_SET: CONCRETE POST
 AF6827_STAMPING: 88 78 A05
 AF6827_PROJECTION: RECESSED 23 CENTIMETERS
 AF6827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6827+STABILITY: SURFACE MOTION
 AF6827
 AF6827  HISTORY     - Date     Condition        Report By
 AF6827  HISTORY     - 1979     MONUMENTED       FLDT
 AF6827  HISTORY     - 198811   GOOD             USPSQD
 AF6827  HISTORY     - 19940718 GOOD             USPSQD
 AF6827  HISTORY     - 19970814 MARK NOT FOUND   USPSQD
 AF6827  HISTORY     - 20020516 GOOD             USPSQD
 AF6827
 AF6827                          STATION DESCRIPTION
 AF6827
 AF6827'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6827'8.8 MI NORTH FROM WABASSO.
 AF6827'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6827'MILES NORTHEAST OF WABASSO, GO NORTHEAST ON STATE ROAD A1A FOR 5.3
 AF6827'MILES TO THE ENTRANCE TO FLORIDA STATE MCLEARY MUSEUM, CONTINUE
 AF6827'NORTHWEST ON STATE ROAD A1A FOR 0.9 MILE. IT IS 28.2 FEET WEST OF THE
 AF6827'CENTERLINE OF THE HIGHWAY AND 15 FEET EAST OF A POWER POLE.
 AF6827'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6827'DEPARTMENT OF TRANSPORTATION.
 AF6827'THE MARK IS 5 FT  E FROM A WITNESS POST.
 AF6827
 AF6827                          STATION RECOVERY (1988)
 AF6827
 AF6827'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6827'RECOVERED IN GOOD CONDITION.
 AF6827
 AF6827                          STATION RECOVERY (1994)
 AF6827
 AF6827'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6827'RECOVERED IN GOOD CONDITION.
 AF6827
 AF6827                          STATION RECOVERY (1997)
 AF6827
 AF6827'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6827'MARK NOT FOUND.
 AF6827
 AF6827                          STATION RECOVERY (2002)
 AF6827
 AF6827'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6828 ***********************************************************************
 AF6828  DESIGNATION -  88 78 A 05 RM 1 FLDNR
 AF6828  PID         -  AF6828
 AF6828  STATE/COUNTY-  FL/INDIAN RIVER
 AF6828  USGS QUAD   -  SEBASTIAN (1970)
 AF6828
 AF6828                         *CURRENT SURVEY CONTROL
 AF6828  ___________________________________________________________________
 AF6828* NAD 83(1986)-  27 50 42.     (N)    080 26 27.     (W)     SCALED    
 AF6828* NAVD 88     -         0.700  (meters)       2.30   (feet)  ADJUSTED  
 AF6828  ___________________________________________________________________
 AF6828  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF6828  DYNAMIC HT  -           0.699 (meters)       2.29  (feet)  COMP
 AF6828  MODELED GRAV-     979,166.4   (mgal)                       NAVD 88
 AF6828
 AF6828  VERT ORDER  -  SECOND    CLASS II
 AF6828
 AF6828.The horizontal coordinates were scaled from a topographic map and have
 AF6828.an estimated accuracy of +/- 6 seconds.
 AF6828
 AF6828.The orthometric height was determined by differential leveling
 AF6828.and adjusted by the National Geodetic Survey in June 1991..
 AF6828
 AF6828.The geoid height was determined by GEOID03.
 AF6828
 AF6828.The dynamic height is computed by dividing the NAVD 88
 AF6828.geopotential number by the normal gravity value computed on the
 AF6828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6828.degrees latitude (g = 980.6199 gals.).
 AF6828
 AF6828.The modeled gravity was interpolated from observed gravity values.
 AF6828
 AF6828;                    North         East    Units  Estimated Accuracy
 AF6828;SPC FL E     -   389,160.      255,080.      MT  (+/- 180 meters Scaled)
 AF6828
 AF6828                          SUPERSEDED SURVEY CONTROL
 AF6828
 AF6828  NGVD 29 (09/01/92)    1.135  (m)            3.72   (f) ADJUSTED    2 2
 AF6828
 AF6828.Superseded values are not recommended for survey control.
 AF6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6828.See file dsdata.txt to determine how the superseded data were derived.
 AF6828
 AF6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL550801(NAD 83)
 AF6828_MARKER: DD = SURVEY DISK
 AF6828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6828_SP_SET: CONCRETE POST
 AF6828_STAMPING: 88 78 A05 RM NO 1
 AF6828_PROJECTION: RECESSED 8 CENTIMETERS
 AF6828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6828+STABILITY: SURFACE MOTION
 AF6828
 AF6828  HISTORY     - Date     Condition        Report By
 AF6828  HISTORY     - 1979     MONUMENTED       FLDT
 AF6828  HISTORY     - 1979     GOOD             USPSQD
 AF6828  HISTORY     - 19940718 GOOD             USPSQD
 AF6828  HISTORY     - 19970814 MARK NOT FOUND   USPSQD
 AF6828  HISTORY     - 20030123 MARK NOT FOUND   USPSQD
 AF6828
 AF6828                          STATION DESCRIPTION
 AF6828
 AF6828'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6828'8.8 MI NORTH FROM WABASSO.
 AF6828'FROOM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6828'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 5.3
 AF6828'MILES TO THE ENTRANCE TO FLORIDA STATE MCLEARY MUSEUM, CONTINUE
 AF6828'NORTHWEST ON STATE ROAD A1A FOR 0.9 MILE. IT IS 37.6 FEET WEST OF THE
 AF6828'CENTERLINE OF THE HIGHWAY AND 35.5 FEET SOUTH OF A POWER POLE.
 AF6828'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6828'DEPARTMENT OF TRANSPORTATION.
 AF6828'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6828
 AF6828                          STATION RECOVERY (1979)
 AF6828
 AF6828'RECOVERY NOTE BY US POWER SQUADRON 1979 (AG)
 AF6828'RECOVERED IN GOOD CONDITION.
 AF6828
 AF6828                          STATION RECOVERY (1994)
 AF6828
 AF6828'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6828'RECOVERED IN GOOD CONDITION.
 AF6828
 AF6828                          STATION RECOVERY (1997)
 AF6828
 AF6828'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6828'MARK NOT FOUND.
 AF6828
 AF6828                          STATION RECOVERY (2003)
 AF6828
 AF6828'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF6828'CONCRETE SIDEWALK HAS DISPLACED MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6826 ***********************************************************************
 AF6826  DESIGNATION -  88 78 A 05 RM 2 FLDNR
 AF6826  PID         -  AF6826
 AF6826  STATE/COUNTY-  FL/INDIAN RIVER
 AF6826  USGS QUAD   -  SEBASTIAN (1970)
 AF6826
 AF6826                         *CURRENT SURVEY CONTROL
 AF6826  ___________________________________________________________________
 AF6826* NAD 83(1986)-  27 50 42.     (N)    080 26 27.     (W)     SCALED    
 AF6826* NAVD 88     -         0.770  (meters)       2.53   (feet)  ADJUSTED  
 AF6826  ___________________________________________________________________
 AF6826  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF6826  DYNAMIC HT  -           0.769 (meters)       2.52  (feet)  COMP
 AF6826  MODELED GRAV-     979,166.4   (mgal)                       NAVD 88
 AF6826
 AF6826  VERT ORDER  -  SECOND    CLASS II
 AF6826
 AF6826.The horizontal coordinates were scaled from a topographic map and have
 AF6826.an estimated accuracy of +/- 6 seconds.
 AF6826
 AF6826.The orthometric height was determined by differential leveling
 AF6826.and adjusted by the National Geodetic Survey in June 1991..
 AF6826
 AF6826.The geoid height was determined by GEOID03.
 AF6826
 AF6826.The dynamic height is computed by dividing the NAVD 88
 AF6826.geopotential number by the normal gravity value computed on the
 AF6826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6826.degrees latitude (g = 980.6199 gals.).
 AF6826
 AF6826.The modeled gravity was interpolated from observed gravity values.
 AF6826
 AF6826;                    North         East    Units  Estimated Accuracy
 AF6826;SPC FL E     -   389,160.      255,080.      MT  (+/- 180 meters Scaled)
 AF6826
 AF6826                          SUPERSEDED SURVEY CONTROL
 AF6826
 AF6826  NGVD 29 (09/01/92)    1.205  (m)            3.95   (f) ADJUSTED    2 2
 AF6826
 AF6826.Superseded values are not recommended for survey control.
 AF6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6826.See file dsdata.txt to determine how the superseded data were derived.
 AF6826
 AF6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL550801(NAD 83)
 AF6826_MARKER: DD = SURVEY DISK
 AF6826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6826_SP_SET: CONCRETE POST
 AF6826_STAMPING: 88 78 A05 RM NO 2
 AF6826_PROJECTION: RECESSED 8 CENTIMETERS
 AF6826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6826+STABILITY: SURFACE MOTION
 AF6826
 AF6826  HISTORY     - Date     Condition        Report By
 AF6826  HISTORY     - 1979     MONUMENTED       FLDT
 AF6826  HISTORY     - 198811   GOOD             USPSQD
 AF6826  HISTORY     - 19940718 GOOD             USPSQD
 AF6826  HISTORY     - 19970814 MARK NOT FOUND   USPSQD
 AF6826
 AF6826                          STATION DESCRIPTION
 AF6826
 AF6826'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6826'8.8 MI NORTH FROM WABASSO.
 AF6826'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6826'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 5.3
 AF6826'MILES TO THE ENTRANCE TO FLORIDA STATE MCLEARY MUSEUM, CONTINUE
 AF6826'NORTHWEST ON STATE ROAD A1A FOR 0.9 MILE, IT IS 42.4 FEET NORTH OF A
 AF6826'POWER POLE AND 38.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 AF6826'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6826'DEPARTMENT OF TRANSPORTATION.
 AF6826
 AF6826                          STATION RECOVERY (1988)
 AF6826
 AF6826'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6826'RECOVERED IN GOOD CONDITION.
 AF6826
 AF6826                          STATION RECOVERY (1994)
 AF6826
 AF6826'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6826'RECOVERED IN GOOD CONDITION.
 AF6826
 AF6826                          STATION RECOVERY (1997)
 AF6826
 AF6826'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6830 ***********************************************************************
 AF6830  DESIGNATION -  88 78 A 06 FLDNR
 AF6830  PID         -  AF6830
 AF6830  STATE/COUNTY-  FL/INDIAN RIVER
 AF6830  USGS QUAD   -  SEBASTIAN (1970)
 AF6830
 AF6830                         *CURRENT SURVEY CONTROL
 AF6830  ___________________________________________________________________
 AF6830* NAD 83(1986)-  27 50 00.     (N)    080 26 04.     (W)     SCALED    
 AF6830* NAVD 88     -         1.198  (meters)       3.93   (feet)  ADJUSTED  
 AF6830  ___________________________________________________________________
 AF6830  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF6830  DYNAMIC HT  -           1.196 (meters)       3.92  (feet)  COMP
 AF6830  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 AF6830
 AF6830  VERT ORDER  -  SECOND    CLASS II
 AF6830
 AF6830.The horizontal coordinates were scaled from a topographic map and have
 AF6830.an estimated accuracy of +/- 6 seconds.
 AF6830
 AF6830.The orthometric height was determined by differential leveling
 AF6830.and adjusted by the National Geodetic Survey in June 1991..
 AF6830
 AF6830.The geoid height was determined by GEOID03.
 AF6830
 AF6830.The dynamic height is computed by dividing the NAVD 88
 AF6830.geopotential number by the normal gravity value computed on the
 AF6830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6830.degrees latitude (g = 980.6199 gals.).
 AF6830
 AF6830.The modeled gravity was interpolated from observed gravity values.
 AF6830
 AF6830;                    North         East    Units  Estimated Accuracy
 AF6830;SPC FL E     -   387,870.      255,710.      MT  (+/- 180 meters Scaled)
 AF6830
 AF6830                          SUPERSEDED SURVEY CONTROL
 AF6830
 AF6830  NGVD 29 (09/01/92)    1.634  (m)            5.36   (f) ADJUSTED    2 2
 AF6830
 AF6830.Superseded values are not recommended for survey control.
 AF6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6830.See file dsdata.txt to determine how the superseded data were derived.
 AF6830
 AF6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL556788(NAD 83)
 AF6830_MARKER: DD = SURVEY DISK
 AF6830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6830_SP_SET: CONCRETE POST
 AF6830_STAMPING: 88 78 A06
 AF6830_PROJECTION: PROJECTING 30 CENTIMETERS
 AF6830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6830+STABILITY: SURFACE MOTION
 AF6830
 AF6830  HISTORY     - Date     Condition        Report By
 AF6830  HISTORY     - 1979     MONUMENTED       FLDT
 AF6830  HISTORY     - 198811   GOOD             USPSQD
 AF6830  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 AF6830  HISTORY     - 19970814 MARK NOT FOUND   USPSQD
 AF6830
 AF6830                          STATION DESCRIPTION
 AF6830
 AF6830'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6830'7.9 MI NORTH FROM WABASSO.
 AF6830'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6830'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 5.3
 AF6830'MILES. IT IS ABOUT 250 FEET SOUTH OF ENTRANCE TO FLORIDA STATE
 AF6830'MCLEARY MUSEUM, 25.5 FEET EAST OF A POWER POLE AND 18 FEET WEST OF THE
 AF6830'CENTERLINE OF THE HIGHWAY.
 AF6830'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6830'DEPARTMENT OF TRANSPORTATION.
 AF6830'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AF6830
 AF6830                          STATION RECOVERY (1988)
 AF6830
 AF6830'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6830'RECOVERED IN GOOD CONDITION.
 AF6830
 AF6830                          STATION RECOVERY (1994)
 AF6830
 AF6830'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6830'MARK NOT FOUND.
 AF6830
 AF6830                          STATION RECOVERY (1997)
 AF6830
 AF6830'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6831 ***********************************************************************
 AF6831  DESIGNATION -  88 78 A 06 RM 1 FLDNR
 AF6831  PID         -  AF6831
 AF6831  STATE/COUNTY-  FL/INDIAN RIVER
 AF6831  USGS QUAD   -  SEBASTIAN (1970)
 AF6831
 AF6831                         *CURRENT SURVEY CONTROL
 AF6831  ___________________________________________________________________
 AF6831* NAD 83(1986)-  27 50 00.     (N)    080 26 04.     (W)     SCALED    
 AF6831* NAVD 88     -         1.181  (meters)       3.87   (feet)  ADJUSTED  
 AF6831  ___________________________________________________________________
 AF6831  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF6831  DYNAMIC HT  -           1.180 (meters)       3.87  (feet)  COMP
 AF6831  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 AF6831
 AF6831  VERT ORDER  -  SECOND    CLASS II
 AF6831
 AF6831.The horizontal coordinates were scaled from a topographic map and have
 AF6831.an estimated accuracy of +/- 6 seconds.
 AF6831
 AF6831.The orthometric height was determined by differential leveling
 AF6831.and adjusted by the National Geodetic Survey in June 1991..
 AF6831
 AF6831.The geoid height was determined by GEOID03.
 AF6831
 AF6831.The dynamic height is computed by dividing the NAVD 88
 AF6831.geopotential number by the normal gravity value computed on the
 AF6831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6831.degrees latitude (g = 980.6199 gals.).
 AF6831
 AF6831.The modeled gravity was interpolated from observed gravity values.
 AF6831
 AF6831;                    North         East    Units  Estimated Accuracy
 AF6831;SPC FL E     -   387,870.      255,710.      MT  (+/- 180 meters Scaled)
 AF6831
 AF6831                          SUPERSEDED SURVEY CONTROL
 AF6831
 AF6831  NGVD 29 (09/01/92)    1.618  (m)            5.31   (f) ADJUSTED    2 2
 AF6831
 AF6831.Superseded values are not recommended for survey control.
 AF6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6831.See file dsdata.txt to determine how the superseded data were derived.
 AF6831
 AF6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL556788(NAD 83)
 AF6831_MARKER: DD = SURVEY DISK
 AF6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6831_SP_SET: CONCRETE POST
 AF6831_STAMPING: 88 78 A06 RM NO 1
 AF6831_PROJECTION: RECESSED 8 CENTIMETERS
 AF6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6831+STABILITY: SURFACE MOTION
 AF6831
 AF6831  HISTORY     - Date     Condition        Report By
 AF6831  HISTORY     - 1979     MONUMENTED       FLDT
 AF6831  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6831  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 AF6831  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6831  HISTORY     - 19970814 MARK NOT FOUND   USPSQD
 AF6831
 AF6831                          STATION DESCRIPTION
 AF6831
 AF6831'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6831'7.9 MI NORTH FROM WABASSO.
 AF6831'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6831'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 5.3
 AF6831'MILES. IT IS ABOUT 250 FEET SOUTH OF THE ENTRANCE TO FLORIDA STATE
 AF6831'MCLEARY MUSEUM, 44.5 FEET SOUTHEAST OF A POWER POLE AND 29.2 FEET WEST
 AF6831'OF THE CENTERLINE OF THE HIGHWAY.
 AF6831'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6831'DEPARTMENT OF TRANSPORTATION.
 AF6831'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6831
 AF6831                          STATION RECOVERY (1988)
 AF6831
 AF6831'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6831'MARK NOT FOUND.
 AF6831
 AF6831                          STATION RECOVERY (1994)
 AF6831
 AF6831'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6831'MARK NOT FOUND.
 AF6831
 AF6831                          STATION RECOVERY (1996)
 AF6831
 AF6831'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6831'MARK NOT FOUND.
 AF6831
 AF6831                          STATION RECOVERY (1997)
 AF6831
 AF6831'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6829 ***********************************************************************
 AF6829  DESIGNATION -  88 78 A 06 RM 2 FLDNR
 AF6829  PID         -  AF6829
 AF6829  STATE/COUNTY-  FL/INDIAN RIVER
 AF6829  USGS QUAD   -  SEBASTIAN (1970)
 AF6829
 AF6829                         *CURRENT SURVEY CONTROL
 AF6829  ___________________________________________________________________
 AF6829* NAD 83(1986)-  27 50 00.     (N)    080 26 04.     (W)     SCALED    
 AF6829* NAVD 88     -         1.134  (meters)       3.72   (feet)  ADJUSTED  
 AF6829  ___________________________________________________________________
 AF6829  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF6829  DYNAMIC HT  -           1.133 (meters)       3.72  (feet)  COMP
 AF6829  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 AF6829
 AF6829  VERT ORDER  -  SECOND    CLASS II
 AF6829
 AF6829.The horizontal coordinates were scaled from a topographic map and have
 AF6829.an estimated accuracy of +/- 6 seconds.
 AF6829
 AF6829.The orthometric height was determined by differential leveling
 AF6829.and adjusted by the National Geodetic Survey in June 1991..
 AF6829
 AF6829.The geoid height was determined by GEOID03.
 AF6829
 AF6829.The dynamic height is computed by dividing the NAVD 88
 AF6829.geopotential number by the normal gravity value computed on the
 AF6829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6829.degrees latitude (g = 980.6199 gals.).
 AF6829
 AF6829.The modeled gravity was interpolated from observed gravity values.
 AF6829
 AF6829;                    North         East    Units  Estimated Accuracy
 AF6829;SPC FL E     -   387,870.      255,710.      MT  (+/- 180 meters Scaled)
 AF6829
 AF6829                          SUPERSEDED SURVEY CONTROL
 AF6829
 AF6829  NGVD 29 (09/01/92)    1.571  (m)            5.15   (f) ADJUSTED    2 2
 AF6829
 AF6829.Superseded values are not recommended for survey control.
 AF6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6829.See file dsdata.txt to determine how the superseded data were derived.
 AF6829
 AF6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL556788(NAD 83)
 AF6829_MARKER: DD = SURVEY DISK
 AF6829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6829_SP_SET: CONCRETE POST
 AF6829_STAMPING: 88 78 A06 RM NO 2
 AF6829_PROJECTION: RECESSED 8 CENTIMETERS
 AF6829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6829+STABILITY: SURFACE MOTION
 AF6829
 AF6829  HISTORY     - Date     Condition        Report By
 AF6829  HISTORY     - 1979     MONUMENTED       FLDT
 AF6829  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 AF6829  HISTORY     - 19960115 GOOD             USPSQD
 AF6829  HISTORY     - 19970814 GOOD             USPSQD
 AF6829  HISTORY     - 20010517 GOOD             USPSQD
 AF6829  HISTORY     - 20020516 GOOD             USPSQD
 AF6829
 AF6829                          STATION DESCRIPTION
 AF6829
 AF6829'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6829'7.9 MI NORTH FROM WABASSO.
 AF6829'FROM THE JUNCTIONN OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6829'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 5.3
 AF6829'MILES. IT IS ABOUT 250 FEET SOUTH OF THE ENTRANCE TO FLORIDA STATE
 AF6829'MCLEARY MUSEUM, 42.2 FEET NORTH OF A POWER POLE AND 30.2 FEET WEST OF
 AF6829'THE CENTERLINE OF THE HIGHWAY.
 AF6829'A DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6829'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AF6829'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6829
 AF6829                          STATION RECOVERY (1994)
 AF6829
 AF6829'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6829'MARK NOT FOUND.
 AF6829
 AF6829                          STATION RECOVERY (1996)
 AF6829
 AF6829'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6829'RECOVERED IN GOOD CONDITION.
 AF6829
 AF6829                          STATION RECOVERY (1997)
 AF6829
 AF6829'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6829'RECOVERED IN GOOD CONDITION.
 AF6829
 AF6829                          STATION RECOVERY (2001)
 AF6829
 AF6829'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6829'RECOVERED IN GOOD CONDITION.
 AF6829
 AF6829                          STATION RECOVERY (2002)
 AF6829
 AF6829'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6833 ***********************************************************************
 AF6833  DESIGNATION -  88 78 A 07 FLDNR
 AF6833  PID         -  AF6833
 AF6833  STATE/COUNTY-  FL/INDIAN RIVER
 AF6833  USGS QUAD   -  SEBASTIAN (1970)
 AF6833
 AF6833                         *CURRENT SURVEY CONTROL
 AF6833  ___________________________________________________________________
 AF6833* NAD 83(1986)-  27 49 24.     (N)    080 25 44.     (W)     SCALED    
 AF6833* NAVD 88     -         1.334  (meters)       4.38   (feet)  ADJUSTED  
 AF6833  ___________________________________________________________________
 AF6833  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AF6833  DYNAMIC HT  -           1.332 (meters)       4.37  (feet)  COMP
 AF6833  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AF6833
 AF6833  VERT ORDER  -  SECOND    CLASS II
 AF6833
 AF6833.The horizontal coordinates were scaled from a topographic map and have
 AF6833.an estimated accuracy of +/- 6 seconds.
 AF6833
 AF6833.The orthometric height was determined by differential leveling
 AF6833.and adjusted by the National Geodetic Survey in June 1991..
 AF6833
 AF6833.The geoid height was determined by GEOID03.
 AF6833
 AF6833.The dynamic height is computed by dividing the NAVD 88
 AF6833.geopotential number by the normal gravity value computed on the
 AF6833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6833.degrees latitude (g = 980.6199 gals.).
 AF6833
 AF6833.The modeled gravity was interpolated from observed gravity values.
 AF6833
 AF6833;                    North         East    Units  Estimated Accuracy
 AF6833;SPC FL E     -   386,760.      256,260.      MT  (+/- 180 meters Scaled)
 AF6833
 AF6833                          SUPERSEDED SURVEY CONTROL
 AF6833
 AF6833  NGVD 29 (09/01/92)    1.772  (m)            5.81   (f) ADJUSTED    2 2
 AF6833
 AF6833.Superseded values are not recommended for survey control.
 AF6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6833.See file dsdata.txt to determine how the superseded data were derived.
 AF6833
 AF6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL562777(NAD 83)
 AF6833_MARKER: DD = SURVEY DISK
 AF6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6833_SP_SET: CONCRETE POST
 AF6833_STAMPING: 88 78 A07
 AF6833_PROJECTION: PROJECTING 30 CENTIMETERS
 AF6833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6833+STABILITY: SURFACE MOTION
 AF6833
 AF6833  HISTORY     - Date     Condition        Report By
 AF6833  HISTORY     - 1979     MONUMENTED       FLDT
 AF6833  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6833  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 AF6833
 AF6833                          STATION DESCRIPTION
 AF6833
 AF6833'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6833'7.1 MI NORTH FROM WABASSO.
 AF6833'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6833'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 4.5
 AF6833'MILES. IT IS 25.5 FEET SOUTH SOUTHWEST OF A POWERLINE BRACE POLE, 18.6
 AF6833'FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 11 FEET SOUTH
 AF6833'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF AN OLD SAND ROAD.
 AF6833'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6833'DEPARTMENT OF TRANSPORTATION.
 AF6833'THE MARK IS 2 FT  SSW FROM A WITNESS POST.
 AF6833
 AF6833                          STATION RECOVERY (1996)
 AF6833
 AF6833'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6833'MARK NOT FOUND.
 AF6833
 AF6833                          STATION RECOVERY (1997)
 AF6833
 AF6833'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6834 ***********************************************************************
 AF6834  DESIGNATION -  88 78 A 07 RM 1 FLDNR
 AF6834  PID         -  AF6834
 AF6834  STATE/COUNTY-  FL/INDIAN RIVER
 AF6834  USGS QUAD   -  SEBASTIAN (1970)
 AF6834
 AF6834                         *CURRENT SURVEY CONTROL
 AF6834  ___________________________________________________________________
 AF6834* NAD 83(1986)-  27 49 24.     (N)    080 25 44.     (W)     SCALED    
 AF6834* NAVD 88     -         0.930  (meters)       3.05   (feet)  ADJUSTED  
 AF6834  ___________________________________________________________________
 AF6834  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AF6834  DYNAMIC HT  -           0.929 (meters)       3.05  (feet)  COMP
 AF6834  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AF6834
 AF6834  VERT ORDER  -  SECOND    CLASS II
 AF6834
 AF6834.The horizontal coordinates were scaled from a topographic map and have
 AF6834.an estimated accuracy of +/- 6 seconds.
 AF6834
 AF6834.The orthometric height was determined by differential leveling
 AF6834.and adjusted by the National Geodetic Survey in June 1991..
 AF6834
 AF6834.The geoid height was determined by GEOID03.
 AF6834
 AF6834.The dynamic height is computed by dividing the NAVD 88
 AF6834.geopotential number by the normal gravity value computed on the
 AF6834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6834.degrees latitude (g = 980.6199 gals.).
 AF6834
 AF6834.The modeled gravity was interpolated from observed gravity values.
 AF6834
 AF6834;                    North         East    Units  Estimated Accuracy
 AF6834;SPC FL E     -   386,760.      256,260.      MT  (+/- 180 meters Scaled)
 AF6834
 AF6834                          SUPERSEDED SURVEY CONTROL
 AF6834
 AF6834  NGVD 29 (09/01/92)    1.368  (m)            4.49   (f) ADJUSTED    2 2
 AF6834
 AF6834.Superseded values are not recommended for survey control.
 AF6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6834.See file dsdata.txt to determine how the superseded data were derived.
 AF6834
 AF6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL562777(NAD 83)
 AF6834_MARKER: DD = SURVEY DISK
 AF6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6834_SP_SET: CONCRETE POST
 AF6834_STAMPING: 88 78 A07 RM NO 1
 AF6834_PROJECTION: RECESSED 8 CENTIMETERS
 AF6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6834+STABILITY: SURFACE MOTION
 AF6834
 AF6834  HISTORY     - Date     Condition        Report By
 AF6834  HISTORY     - 1979     MONUMENTED       FLDT
 AF6834  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6834  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 AF6834
 AF6834                          STATION DESCRIPTION
 AF6834
 AF6834'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6834'7.1 MI NORTH FROM WABASSO.
 AF6834'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510 ABOUT 2.6
 AF6834'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 4.5
 AF6834'MILES. IT IS 45.3 FEET SOUTH OF A POWERLINE BRACE POLE AND 32.5 FEET
 AF6834'EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6834'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6834'DEPARTMENT OF TRANSPORTATION.
 AF6834'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 AF6834
 AF6834                          STATION RECOVERY (1996)
 AF6834
 AF6834'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6834'MARK NOT FOUND.
 AF6834
 AF6834                          STATION RECOVERY (1997)
 AF6834
 AF6834'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6832 ***********************************************************************
 AF6832  DESIGNATION -  88 78 A 07 RM 2 FLDNR
 AF6832  PID         -  AF6832
 AF6832  STATE/COUNTY-  FL/INDIAN RIVER
 AF6832  USGS QUAD   -  SEBASTIAN (1970)
 AF6832
 AF6832                         *CURRENT SURVEY CONTROL
 AF6832  ___________________________________________________________________
 AF6832* NAD 83(1986)-  27 49 24.     (N)    080 25 44.     (W)     SCALED    
 AF6832* NAVD 88     -         1.145  (meters)       3.76   (feet)  ADJUSTED  
 AF6832  ___________________________________________________________________
 AF6832  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AF6832  DYNAMIC HT  -           1.143 (meters)       3.75  (feet)  COMP
 AF6832  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AF6832
 AF6832  VERT ORDER  -  SECOND    CLASS II
 AF6832
 AF6832.The horizontal coordinates were scaled from a topographic map and have
 AF6832.an estimated accuracy of +/- 6 seconds.
 AF6832
 AF6832.The orthometric height was determined by differential leveling
 AF6832.and adjusted by the National Geodetic Survey in June 1991..
 AF6832
 AF6832.The geoid height was determined by GEOID03.
 AF6832
 AF6832.The dynamic height is computed by dividing the NAVD 88
 AF6832.geopotential number by the normal gravity value computed on the
 AF6832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6832.degrees latitude (g = 980.6199 gals.).
 AF6832
 AF6832.The modeled gravity was interpolated from observed gravity values.
 AF6832
 AF6832;                    North         East    Units  Estimated Accuracy
 AF6832;SPC FL E     -   386,760.      256,260.      MT  (+/- 180 meters Scaled)
 AF6832
 AF6832                          SUPERSEDED SURVEY CONTROL
 AF6832
 AF6832  NGVD 29 (09/01/92)    1.582  (m)            5.19   (f) ADJUSTED    2 2
 AF6832
 AF6832.Superseded values are not recommended for survey control.
 AF6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6832.See file dsdata.txt to determine how the superseded data were derived.
 AF6832
 AF6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL562777(NAD 83)
 AF6832_MARKER: DD = SURVEY DISK
 AF6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6832_SP_SET: CONCRETE POST
 AF6832_STAMPING: 88 78 A07 RM NO 2
 AF6832_PROJECTION: RECESSED 8 CENTIMETERS
 AF6832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6832+STABILITY: SURFACE MOTION
 AF6832
 AF6832  HISTORY     - Date     Condition        Report By
 AF6832  HISTORY     - 1979     MONUMENTED       FLDT
 AF6832  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6832  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6832  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 AF6832
 AF6832                          STATION DESCRIPTION
 AF6832
 AF6832'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6832'7.1 MI NORTH FROM WABASSO.
 AF6832'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6832'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 4.5
 AF6832'MILES. IT IS 39 FEET NORTHWEST OF A POWERLINE BRACE POLE AND 27.5 FEET
 AF6832'EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6832'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6832'DEPARTMENT OF TRANSPORTATION.
 AF6832'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 AF6832
 AF6832                          STATION RECOVERY (1988)
 AF6832
 AF6832'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6832'MARK NOT FOUND.
 AF6832
 AF6832                          STATION RECOVERY (1996)
 AF6832
 AF6832'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6832'MARK NOT FOUND.
 AF6832
 AF6832                          STATION RECOVERY (1997)
 AF6832
 AF6832'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6836 ***********************************************************************
 AF6836  DESIGNATION -  88 78 A 08
 AF6836  PID         -  AF6836
 AF6836  STATE/COUNTY-  FL/INDIAN RIVER
 AF6836  USGS QUAD   -  SEBASTIAN (1970)
 AF6836
 AF6836                         *CURRENT SURVEY CONTROL
 AF6836  ___________________________________________________________________
 AF6836* NAD 83(1999)-  27 48 45.77814(N)    080 25 30.50923(W)     ADJUSTED  
 AF6836* NAVD 88     -         1.509  (meters)       4.95   (feet)  ADJUSTED  
 AF6836  ___________________________________________________________________
 AF6836  X           -     939,035.359 (meters)                     COMP
 AF6836  Y           -  -5,566,764.598 (meters)                     COMP
 AF6836  Z           -   2,958,151.978 (meters)                     COMP
 AF6836  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AF6836  ELLIP HEIGHT-         -26.47  (meters)          (06/19/01) GPS OBS
 AF6836  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF6836  DYNAMIC HT  -           1.507 (meters)       4.94  (feet)  COMP
 AF6836  MODELED GRAV-     979,164.8   (mgal)                       NAVD 88
 AF6836
 AF6836  HORZ ORDER  -  FIRST
 AF6836  VERT ORDER  -  SECOND    CLASS II
 AF6836  ELLP ORDER  -  FOURTH    CLASS I
 AF6836
 AF6836.The horizontal coordinates were established by GPS observations
 AF6836.and adjusted by the National Geodetic Survey in June 2001..
 AF6836
 AF6836.The orthometric height was determined by differential leveling
 AF6836.and adjusted by the National Geodetic Survey in June 1991..
 AF6836
 AF6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6836
 AF6836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6836
 AF6836.The ellipsoidal height was determined by GPS observations
 AF6836.and is referenced to NAD 83.
 AF6836
 AF6836.The geoid height was determined by GEOID03.
 AF6836
 AF6836.The dynamic height is computed by dividing the NAVD 88
 AF6836.geopotential number by the normal gravity value computed on the
 AF6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6836.degrees latitude (g = 980.6199 gals.).
 AF6836
 AF6836.The modeled gravity was interpolated from observed gravity values.
 AF6836
 AF6836;                    North         East     Units Scale Factor Converg.
 AF6836;SPC FL E     -   385,588.371   256,638.828   MT  0.99998076   +0 16 05.6
 AF6836;SPC FL E     - 1,265,051.18    841,989.22   sFT  0.99998076   +0 16 05.6
 AF6836;UTM  17      - 3,076,588.791   556,619.503   MT  0.99963957   +0 16 05.6
 AF6836
 AF6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6836!SPC FL E     -   1.00000416  x   0.99998076  =   0.99998492
 AF6836!UTM  17      -   1.00000416  x   0.99963957  =   0.99964373
 AF6836
 AF6836                          SUPERSEDED SURVEY CONTROL
 AF6836
 AF6836  NAD 83(1990)-  27 48 45.77748(N)    080 25 30.50897(W) AD(       ) 1
 AF6836  ELLIP H (06/26/95)  -26.47   (m)                       GP(       ) 3 1
 AF6836  NAVD 88 (06/26/95)    1.51   (m)            5.0    (f) LEVELING    3  
 AF6836  NGVD 29 (09/01/92)    1.952  (m)            6.40   (f) ADJUSTED    2 2
 AF6836
 AF6836.Superseded values are not recommended for survey control.
 AF6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6836.See file dsdata.txt to determine how the superseded data were derived.
 AF6836
 AF6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5662076589(NAD 83)
 AF6836_MARKER: DD = SURVEY DISK
 AF6836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6836_SP_SET: CONCRETE POST
 AF6836_STAMPING: 88 78 A08
 AF6836_MARK LOGO: FLDNR 
 AF6836_PROJECTION: RECESSED 30 CENTIMETERS
 AF6836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6836+STABILITY: SURFACE MOTION
 AF6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6836+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1994
 AF6836
 AF6836  HISTORY     - Date     Condition        Report By
 AF6836  HISTORY     - 1979     MONUMENTED       FLDT
 AF6836  HISTORY     - 19940928 GOOD             GCYI
 AF6836  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 AF6836
 AF6836                          STATION DESCRIPTION
 AF6836
 AF6836'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6836'6.3 MI NORTH FROM WABASSO.
 AF6836'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD510, ABOUT 2.6
 AF6836'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 3.7
 AF6836'MILES TO THE INTERSECTION OF A SAND ROAD. IT IS 33.9 FEET NORTHWEST OF
 AF6836'THE CENTERLINE OF THE INTERSECTION, AND 19.7 FEET SOUTHWEST OF THE
 AF6836'CENTERLINE OF THE HIGHWAY.
 AF6836'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6836'DEPARTMENT OF TRANSPORTATION.
 AF6836'THE MARK IS 32 FT  NE FROM A WITNESS POST.
 AF6836
 AF6836                          STATION RECOVERY (1994)
 AF6836
 AF6836'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (ERM)
 AF6836'THE STATION IS ABOUT 4.3 MI (6.9 KM) NORTH OF WABASSO,  2.8 MI (4.5
 AF6836'KM) EAST OF SABASTIAN IN SECTION 3, TOWNSHIP 31 SOUTH, RANGE 39 EAST.
 AF6836' 
 AF6836'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 510 (WABASSO
 AF6836'BEACH ROAD) AND STATE ROAD A1A IN WABASSO BEACH, GO NORTHWEST ON STATE
 AF6836'ROAD A1A FOR 3.8 MI (6.1 KM) TO THE INTERSECTION OF A SAND ROAD AND
 AF6836'THE STATION ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT.
 AF6836' 
 AF6836'LOCATED 85.3 FT (26.0 M) NORTH OF A FIRE HYDRANT, 33.9 FT (10.3 M)
 AF6836'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE INTERSECTION, 32.0 FT
 AF6836'(9.8 M) NORTHEAST OF A CARSONITE WITNESS POST AND 19.7 FT (6.0 M)
 AF6836'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6836
 AF6836                          STATION RECOVERY (1997)
 AF6836
 AF6836'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6835 ***********************************************************************
 AF6835  DESIGNATION -  88 78 A 08 RM 1 FLDNR
 AF6835  PID         -  AF6835
 AF6835  STATE/COUNTY-  FL/INDIAN RIVER
 AF6835  USGS QUAD   -  SEBASTIAN (1970)
 AF6835
 AF6835                         *CURRENT SURVEY CONTROL
 AF6835  ___________________________________________________________________
 AF6835* NAD 83(1986)-  27 48 46.     (N)    080 25 30.     (W)     SCALED    
 AF6835* NAVD 88     -         1.151  (meters)       3.78   (feet)  ADJUSTED  
 AF6835  ___________________________________________________________________
 AF6835  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AF6835  DYNAMIC HT  -           1.149 (meters)       3.77  (feet)  COMP
 AF6835  MODELED GRAV-     979,164.8   (mgal)                       NAVD 88
 AF6835
 AF6835  VERT ORDER  -  SECOND    CLASS II
 AF6835
 AF6835.The horizontal coordinates were scaled from a topographic map and have
 AF6835.an estimated accuracy of +/- 6 seconds.
 AF6835
 AF6835.The orthometric height was determined by differential leveling
 AF6835.and adjusted by the National Geodetic Survey in June 1991..
 AF6835
 AF6835.The geoid height was determined by GEOID03.
 AF6835
 AF6835.The dynamic height is computed by dividing the NAVD 88
 AF6835.geopotential number by the normal gravity value computed on the
 AF6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6835.degrees latitude (g = 980.6199 gals.).
 AF6835
 AF6835.The modeled gravity was interpolated from observed gravity values.
 AF6835
 AF6835;                    North         East    Units  Estimated Accuracy
 AF6835;SPC FL E     -   385,600.      256,650.      MT  (+/- 180 meters Scaled)
 AF6835
 AF6835                          SUPERSEDED SURVEY CONTROL
 AF6835
 AF6835  NGVD 29 (09/01/92)    1.593  (m)            5.23   (f) ADJUSTED    2 2
 AF6835
 AF6835.Superseded values are not recommended for survey control.
 AF6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6835.See file dsdata.txt to determine how the superseded data were derived.
 AF6835
 AF6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL566765(NAD 83)
 AF6835_MARKER: DD = SURVEY DISK
 AF6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6835_SP_SET: CONCRETE POST
 AF6835_STAMPING: 88 78 A08 RM NO 1
 AF6835_PROJECTION: RECESSED 8 CENTIMETERS
 AF6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6835+STABILITY: SURFACE MOTION
 AF6835
 AF6835  HISTORY     - Date     Condition        Report By
 AF6835  HISTORY     - 1979     MONUMENTED       FLDT
 AF6835  HISTORY     - 19960115 GOOD             USPSQD
 AF6835  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 AF6835
 AF6835                          STATION DESCRIPTION
 AF6835
 AF6835'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6835'6.3 MI NORTH FROM WABASSO.
 AF6835'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6835'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 3.7
 AF6835'MILES TO THE INTERSECTION OF A SAND ROAD. IT IS 49.3 FEET SOUTHWEST OF
 AF6835'THE CENTERLINE OF THE HIGHWAY.
 AF6835'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6835'DEPARTMENT OF TRANSPORTATION.
 AF6835'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 AF6835
 AF6835                          STATION RECOVERY (1996)
 AF6835
 AF6835'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6835'RECOVERED IN GOOD CONDITION.
 AF6835
 AF6835                          STATION RECOVERY (1997)
 AF6835
 AF6835'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6838 ***********************************************************************
 AF6838  DESIGNATION -  88 78 A 09 FLDNR
 AF6838  PID         -  AF6838
 AF6838  STATE/COUNTY-  FL/INDIAN RIVER
 AF6838  USGS QUAD   -  SEBASTIAN (1970)
 AF6838
 AF6838                         *CURRENT SURVEY CONTROL
 AF6838  ___________________________________________________________________
 AF6838* NAD 83(1986)-  27 47 58.     (N)    080 25 03.     (W)     SCALED    
 AF6838* NAVD 88     -         2.111  (meters)       6.93   (feet)  ADJUSTED  
 AF6838  ___________________________________________________________________
 AF6838  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AF6838  DYNAMIC HT  -           2.108 (meters)       6.92  (feet)  COMP
 AF6838  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 AF6838
 AF6838  VERT ORDER  -  SECOND    CLASS II
 AF6838
 AF6838.The horizontal coordinates were scaled from a topographic map and have
 AF6838.an estimated accuracy of +/- 6 seconds.
 AF6838
 AF6838.The orthometric height was determined by differential leveling
 AF6838.and adjusted by the National Geodetic Survey in June 1991..
 AF6838
 AF6838.The geoid height was determined by GEOID03.
 AF6838
 AF6838.The dynamic height is computed by dividing the NAVD 88
 AF6838.geopotential number by the normal gravity value computed on the
 AF6838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6838.degrees latitude (g = 980.6199 gals.).
 AF6838
 AF6838.The modeled gravity was interpolated from observed gravity values.
 AF6838
 AF6838;                    North         East    Units  Estimated Accuracy
 AF6838;SPC FL E     -   384,120.      257,400.      MT  (+/- 180 meters Scaled)
 AF6838
 AF6838                          SUPERSEDED SURVEY CONTROL
 AF6838
 AF6838  NGVD 29 (09/01/92)    2.556  (m)            8.39   (f) ADJUSTED    2 2
 AF6838
 AF6838.Superseded values are not recommended for survey control.
 AF6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6838.See file dsdata.txt to determine how the superseded data were derived.
 AF6838
 AF6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL573751(NAD 83)
 AF6838_MARKER: DD = SURVEY DISK
 AF6838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6838_SP_SET: CONCRETE POST
 AF6838_STAMPING: 88 78 A09
 AF6838_PROJECTION: RECESSED 13 CENTIMETERS
 AF6838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6838+STABILITY: SURFACE MOTION
 AF6838
 AF6838  HISTORY     - Date     Condition        Report By
 AF6838  HISTORY     - 1979     MONUMENTED       FLDT
 AF6838  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6838  HISTORY     - 19971008 GOOD             USPSQD
 AF6838  HISTORY     - 20020926 MARK NOT FOUND   USPSQD
 AF6838
 AF6838                          STATION DESCRIPTION
 AF6838
 AF6838'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6838'5.3 MI NORTH FROM WABASSO.
 AF6838'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6838'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 2.7
 AF6838'MILES. IT IS 24.8 FEET EAST OF A POWER POLE AND 18.6 FEET WEST
 AF6838'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6838'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6838'DEPARTMENT OF TRANSPORTATION.
 AF6838'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6838
 AF6838                          STATION RECOVERY (1996)
 AF6838
 AF6838'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6838'MARK NOT FOUND.
 AF6838
 AF6838                          STATION RECOVERY (1997)
 AF6838
 AF6838'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6838'RECOVERED IN GOOD CONDITION.
 AF6838
 AF6838                          STATION RECOVERY (2002)
 AF6838
 AF6838'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6839 ***********************************************************************
 AF6839  DESIGNATION -  88 78 A 09 RM 1 FLDNR
 AF6839  PID         -  AF6839
 AF6839  STATE/COUNTY-  FL/INDIAN RIVER
 AF6839  USGS QUAD   -  SEBASTIAN (1970)
 AF6839
 AF6839                         *CURRENT SURVEY CONTROL
 AF6839  ___________________________________________________________________
 AF6839* NAD 83(1986)-  27 47 58.     (N)    080 25 03.     (W)     SCALED    
 AF6839* NAVD 88     -         2.498  (meters)       8.20   (feet)  ADJUSTED  
 AF6839  ___________________________________________________________________
 AF6839  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AF6839  DYNAMIC HT  -           2.494 (meters)       8.18  (feet)  COMP
 AF6839  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 AF6839
 AF6839  VERT ORDER  -  SECOND    CLASS II
 AF6839
 AF6839.The horizontal coordinates were scaled from a topographic map and have
 AF6839.an estimated accuracy of +/- 6 seconds.
 AF6839
 AF6839.The orthometric height was determined by differential leveling
 AF6839.and adjusted by the National Geodetic Survey in June 1991..
 AF6839
 AF6839.The geoid height was determined by GEOID03.
 AF6839
 AF6839.The dynamic height is computed by dividing the NAVD 88
 AF6839.geopotential number by the normal gravity value computed on the
 AF6839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6839.degrees latitude (g = 980.6199 gals.).
 AF6839
 AF6839.The modeled gravity was interpolated from observed gravity values.
 AF6839
 AF6839;                    North         East    Units  Estimated Accuracy
 AF6839;SPC FL E     -   384,120.      257,400.      MT  (+/- 180 meters Scaled)
 AF6839
 AF6839                          SUPERSEDED SURVEY CONTROL
 AF6839
 AF6839  NGVD 29 (09/01/92)    2.942  (m)            9.65   (f) ADJUSTED    2 2
 AF6839
 AF6839.Superseded values are not recommended for survey control.
 AF6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6839.See file dsdata.txt to determine how the superseded data were derived.
 AF6839
 AF6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL573751(NAD 83)
 AF6839_MARKER: DD = SURVEY DISK
 AF6839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6839_SP_SET: CONCRETE POST
 AF6839_STAMPING: 88 78 A09 RM NO 1
 AF6839_PROJECTION: RECESSED 8 CENTIMETERS
 AF6839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6839+STABILITY: SURFACE MOTION
 AF6839
 AF6839  HISTORY     - Date     Condition        Report By
 AF6839  HISTORY     - 1978     MONUMENTED       FLDT
 AF6839  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6839  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6839  HISTORY     - 19971008 GOOD             USPSQD
 AF6839  HISTORY     - 20020926 MARK NOT FOUND   USPSQD
 AF6839
 AF6839                          STATION DESCRIPTION
 AF6839
 AF6839'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6839'5.3 MI NORTH FROM WABASSO.
 AF6839'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510 ABOUT 2.6
 AF6839'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 2.7
 AF6839'MILES. IT IS 49.2 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 AF6839'AND 32.5 FEET SOUTHEAST OF A POWERPOLE.
 AF6839'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6839'DEPARTMENT OF TRANSPORTATION.
 AF6839'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6839
 AF6839                          STATION RECOVERY (1988)
 AF6839
 AF6839'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6839'MARK NOT FOUND.
 AF6839
 AF6839                          STATION RECOVERY (1996)
 AF6839
 AF6839'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6839'MARK NOT FOUND.
 AF6839
 AF6839                          STATION RECOVERY (1997)
 AF6839
 AF6839'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6839'RECOVERED IN GOOD CONDITION.
 AF6839
 AF6839                          STATION RECOVERY (2002)
 AF6839
 AF6839'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6837 ***********************************************************************
 AF6837  DESIGNATION -  88 78 A 09 RM 2 FLDNR
 AF6837  PID         -  AF6837
 AF6837  STATE/COUNTY-  FL/INDIAN RIVER
 AF6837  USGS QUAD   -  SEBASTIAN (1970)
 AF6837
 AF6837                         *CURRENT SURVEY CONTROL
 AF6837  ___________________________________________________________________
 AF6837* NAD 83(1986)-  27 47 58.     (N)    080 25 03.     (W)     SCALED    
 AF6837* NAVD 88     -         2.391  (meters)       7.84   (feet)  ADJUSTED  
 AF6837  ___________________________________________________________________
 AF6837  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AF6837  DYNAMIC HT  -           2.387 (meters)       7.83  (feet)  COMP
 AF6837  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 AF6837
 AF6837  VERT ORDER  -  SECOND    CLASS II
 AF6837
 AF6837.The horizontal coordinates were scaled from a topographic map and have
 AF6837.an estimated accuracy of +/- 6 seconds.
 AF6837
 AF6837.The orthometric height was determined by differential leveling
 AF6837.and adjusted by the National Geodetic Survey in June 1991..
 AF6837
 AF6837.The geoid height was determined by GEOID03.
 AF6837
 AF6837.The dynamic height is computed by dividing the NAVD 88
 AF6837.geopotential number by the normal gravity value computed on the
 AF6837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6837.degrees latitude (g = 980.6199 gals.).
 AF6837
 AF6837.The modeled gravity was interpolated from observed gravity values.
 AF6837
 AF6837;                    North         East    Units  Estimated Accuracy
 AF6837;SPC FL E     -   384,120.      257,400.      MT  (+/- 180 meters Scaled)
 AF6837
 AF6837                          SUPERSEDED SURVEY CONTROL
 AF6837
 AF6837  NGVD 29 (09/01/92)    2.835  (m)            9.30   (f) ADJUSTED    2 2
 AF6837
 AF6837.Superseded values are not recommended for survey control.
 AF6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6837.See file dsdata.txt to determine how the superseded data were derived.
 AF6837
 AF6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL573751(NAD 83)
 AF6837_MARKER: DD = SURVEY DISK
 AF6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6837_SP_SET: CONCRETE POST
 AF6837_STAMPING: 88 78 A09 RM NO 2
 AF6837_PROJECTION: RECESSED 8 CENTIMETERS
 AF6837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6837+STABILITY: SURFACE MOTION
 AF6837
 AF6837  HISTORY     - Date     Condition        Report By
 AF6837  HISTORY     - 1979     MONUMENTED       FLDT
 AF6837  HISTORY     - 19960115 GOOD             USPSQD
 AF6837  HISTORY     - 19971008 GOOD             USPSQD
 AF6837
 AF6837                          STATION DESCRIPTION
 AF6837
 AF6837'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6837'5.3 MI NORTH FROM WABASSO.
 AF6837'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6837'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 2.7
 AF6837'MILES. IT IS 50 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 AF6837'AND 30.2 FEET NORTHWEST OF A POWERPOLE.
 AF6837'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6837'DEPARTMENT OF TRANSPORTATION.
 AF6837'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 AF6837
 AF6837                          STATION RECOVERY (1996)
 AF6837
 AF6837'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6837'RECOVERED IN GOOD CONDITION.
 AF6837
 AF6837                          STATION RECOVERY (1997)
 AF6837
 AF6837'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6841 ***********************************************************************
 AF6841  DESIGNATION -  88 78 A 10 FLDNR
 AF6841  PID         -  AF6841
 AF6841  STATE/COUNTY-  FL/INDIAN RIVER
 AF6841  USGS QUAD   -  SEBASTIAN (1970)
 AF6841
 AF6841                         *CURRENT SURVEY CONTROL
 AF6841  ___________________________________________________________________
 AF6841* NAD 83(1986)-  27 47 08.     (N)    080 24 35.     (W)     SCALED    
 AF6841* NAVD 88     -         2.499  (meters)       8.20   (feet)  ADJUSTED  
 AF6841  ___________________________________________________________________
 AF6841  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF6841  DYNAMIC HT  -           2.495 (meters)       8.19  (feet)  COMP
 AF6841  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 AF6841
 AF6841  VERT ORDER  -  SECOND    CLASS II
 AF6841
 AF6841.The horizontal coordinates were scaled from a topographic map and have
 AF6841.an estimated accuracy of +/- 6 seconds.
 AF6841
 AF6841.The orthometric height was determined by differential leveling
 AF6841.and adjusted by the National Geodetic Survey in June 1991..
 AF6841
 AF6841.The geoid height was determined by GEOID03.
 AF6841
 AF6841.The dynamic height is computed by dividing the NAVD 88
 AF6841.geopotential number by the normal gravity value computed on the
 AF6841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6841.degrees latitude (g = 980.6199 gals.).
 AF6841
 AF6841.The modeled gravity was interpolated from observed gravity values.
 AF6841
 AF6841;                    North         East    Units  Estimated Accuracy
 AF6841;SPC FL E     -   382,590.      258,170.      MT  (+/- 180 meters Scaled)
 AF6841
 AF6841                          SUPERSEDED SURVEY CONTROL
 AF6841
 AF6841  NGVD 29 (09/01/92)    2.944  (m)            9.66   (f) ADJUSTED    2 2
 AF6841
 AF6841.Superseded values are not recommended for survey control.
 AF6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6841.See file dsdata.txt to determine how the superseded data were derived.
 AF6841
 AF6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL581735(NAD 83)
 AF6841_MARKER: DD = SURVEY DISK
 AF6841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6841_SP_SET: CONCRETE POST
 AF6841_STAMPING: 88 78 A10
 AF6841_PROJECTION: RECESSED 15 CENTIMETERS
 AF6841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6841+STABILITY: SURFACE MOTION
 AF6841
 AF6841  HISTORY     - Date     Condition        Report By
 AF6841  HISTORY     - 1979     MONUMENTED       FLDT
 AF6841  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 AF6841
 AF6841                          STATION DESCRIPTION
 AF6841
 AF6841'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6841'4.3 MI NE FROM WABASSO.
 AF6841'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6841'MILES NORTHEAST OF WABASSO, GO  NORTHWEST ON STATE ROAD A1A FOR 1.7
 AF6841'MILES. IT IS 21.8 FEET WEST SOUTHWEST OF THE CEETERLINE OF THE HIGHWAY
 AF6841'AND 19.9 FEET EAST NORTHEAST OF A POWER POLE.
 AF6841'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6841'DEPARTMENT OF TRANSPORTATION.
 AF6841'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6841
 AF6841                          STATION RECOVERY (1997)
 AF6841
 AF6841'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6842 ***********************************************************************
 AF6842  DESIGNATION -  88 78 A 10 RM 1 FLDNR
 AF6842  PID         -  AF6842
 AF6842  STATE/COUNTY-  FL/INDIAN RIVER
 AF6842  USGS QUAD   -  SEBASTIAN (1970)
 AF6842
 AF6842                         *CURRENT SURVEY CONTROL
 AF6842  ___________________________________________________________________
 AF6842* NAD 83(1986)-  27 47 08.     (N)    080 24 35.     (W)     SCALED    
 AF6842* NAVD 88     -         2.039  (meters)       6.69   (feet)  ADJUSTED  
 AF6842  ___________________________________________________________________
 AF6842  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF6842  DYNAMIC HT  -           2.036 (meters)       6.68  (feet)  COMP
 AF6842  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 AF6842
 AF6842  VERT ORDER  -  SECOND    CLASS II
 AF6842
 AF6842.The horizontal coordinates were scaled from a topographic map and have
 AF6842.an estimated accuracy of +/- 6 seconds.
 AF6842
 AF6842.The orthometric height was determined by differential leveling
 AF6842.and adjusted by the National Geodetic Survey in June 1991..
 AF6842
 AF6842.The geoid height was determined by GEOID03.
 AF6842
 AF6842.The dynamic height is computed by dividing the NAVD 88
 AF6842.geopotential number by the normal gravity value computed on the
 AF6842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6842.degrees latitude (g = 980.6199 gals.).
 AF6842
 AF6842.The modeled gravity was interpolated from observed gravity values.
 AF6842
 AF6842;                    North         East    Units  Estimated Accuracy
 AF6842;SPC FL E     -   382,590.      258,170.      MT  (+/- 180 meters Scaled)
 AF6842
 AF6842                          SUPERSEDED SURVEY CONTROL
 AF6842
 AF6842  NGVD 29 (09/01/92)    2.485  (m)            8.15   (f) ADJUSTED    2 2
 AF6842
 AF6842.Superseded values are not recommended for survey control.
 AF6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6842.See file dsdata.txt to determine how the superseded data were derived.
 AF6842
 AF6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL581735(NAD 83)
 AF6842_MARKER: DD = SURVEY DISK
 AF6842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6842_SP_SET: CONCRETE POST
 AF6842_STAMPING: 88 78 A10 RM NO 1
 AF6842_PROJECTION: RECESSED 8 CENTIMETERS
 AF6842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6842+STABILITY: SURFACE MOTION
 AF6842
 AF6842  HISTORY     - Date     Condition        Report By
 AF6842  HISTORY     - 1979     MONUMENTED       FLDT
 AF6842  HISTORY     - 19971008 GOOD             USPSQD
 AF6842
 AF6842                          STATION DESCRIPTION
 AF6842
 AF6842'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6842'4.3 MI NE FROM WABASSO.
 AF6842'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6842'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 1.7
 AF6842'MILES. IT IS 37.7 FEET SOUTHEAST OF A POWER POLE AND 36.4 FEET WEST
 AF6842'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6842'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6842'DEPARTMENT OF TRANSPORTATION.
 AF6842'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 AF6842
 AF6842                          STATION RECOVERY (1997)
 AF6842
 AF6842'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6840 ***********************************************************************
 AF6840  DESIGNATION -  88 78 A 10 RM 2 FLDNR
 AF6840  PID         -  AF6840
 AF6840  STATE/COUNTY-  FL/INDIAN RIVER
 AF6840  USGS QUAD   -  SEBASTIAN (1970)
 AF6840
 AF6840                         *CURRENT SURVEY CONTROL
 AF6840  ___________________________________________________________________
 AF6840* NAD 83(1986)-  27 47 08.     (N)    080 24 35.     (W)     SCALED    
 AF6840* NAVD 88     -         2.218  (meters)       7.28   (feet)  ADJUSTED  
 AF6840  ___________________________________________________________________
 AF6840  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AF6840  DYNAMIC HT  -           2.214 (meters)       7.26  (feet)  COMP
 AF6840  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 AF6840
 AF6840  VERT ORDER  -  SECOND    CLASS II
 AF6840
 AF6840.The horizontal coordinates were scaled from a topographic map and have
 AF6840.an estimated accuracy of +/- 6 seconds.
 AF6840
 AF6840.The orthometric height was determined by differential leveling
 AF6840.and adjusted by the National Geodetic Survey in June 1991..
 AF6840
 AF6840.The geoid height was determined by GEOID03.
 AF6840
 AF6840.The dynamic height is computed by dividing the NAVD 88
 AF6840.geopotential number by the normal gravity value computed on the
 AF6840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6840.degrees latitude (g = 980.6199 gals.).
 AF6840
 AF6840.The modeled gravity was interpolated from observed gravity values.
 AF6840
 AF6840;                    North         East    Units  Estimated Accuracy
 AF6840;SPC FL E     -   382,590.      258,170.      MT  (+/- 180 meters Scaled)
 AF6840
 AF6840                          SUPERSEDED SURVEY CONTROL
 AF6840
 AF6840  NGVD 29 (09/01/92)    2.663  (m)            8.74   (f) ADJUSTED    2 2
 AF6840
 AF6840.Superseded values are not recommended for survey control.
 AF6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6840.See file dsdata.txt to determine how the superseded data were derived.
 AF6840
 AF6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL581735(NAD 83)
 AF6840_MARKER: DD = SURVEY DISK
 AF6840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6840_SP_SET: CONCRETE POST
 AF6840_STAMPING: 88 78 A10 RM NO 2
 AF6840_PROJECTION: RECESSED 8 CENTIMETERS
 AF6840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6840+STABILITY: SURFACE MOTION
 AF6840
 AF6840  HISTORY     - Date     Condition        Report By
 AF6840  HISTORY     - 1979     MONUMENTED       FLDT
 AF6840  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6840  HISTORY     - 19971008 GOOD             USPSQD
 AF6840
 AF6840                          STATION DESCRIPTION
 AF6840
 AF6840'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6840'4.3 MI NE FROM WABASSO.
 AF6840'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6840'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 1.7
 AF6840'MILES. IT IS 40.9 FEET NORTHWEST OF A POWERPOLE AND 32.5 FEET WEST
 AF6840'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6840'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6840'DEPARTMENT OF TRANSPORTATION.
 AF6840'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6840
 AF6840                          STATION RECOVERY (1988)
 AF6840
 AF6840'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6840'MARK NOT FOUND.
 AF6840
 AF6840                          STATION RECOVERY (1997)
 AF6840
 AF6840'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6844 ***********************************************************************
 AF6844  DESIGNATION -  88 78 A 11 FLDNR
 AF6844  PID         -  AF6844
 AF6844  STATE/COUNTY-  FL/INDIAN RIVER
 AF6844  USGS QUAD   -  SEBASTIAN (1970)
 AF6844
 AF6844                         *CURRENT SURVEY CONTROL
 AF6844  ___________________________________________________________________
 AF6844* NAD 83(1986)-  27 46 32.     (N)    080 24 17.     (W)     SCALED    
 AF6844* NAVD 88     -         2.419  (meters)       7.94   (feet)  ADJUSTED  
 AF6844  ___________________________________________________________________
 AF6844  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AF6844  DYNAMIC HT  -           2.415 (meters)       7.92  (feet)  COMP
 AF6844  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 AF6844
 AF6844  VERT ORDER  -  SECOND    CLASS II
 AF6844
 AF6844.The horizontal coordinates were scaled from a topographic map and have
 AF6844.an estimated accuracy of +/- 6 seconds.
 AF6844
 AF6844.The orthometric height was determined by differential leveling
 AF6844.and adjusted by the National Geodetic Survey in June 1991..
 AF6844
 AF6844.The geoid height was determined by GEOID03.
 AF6844
 AF6844.The dynamic height is computed by dividing the NAVD 88
 AF6844.geopotential number by the normal gravity value computed on the
 AF6844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6844.degrees latitude (g = 980.6199 gals.).
 AF6844
 AF6844.The modeled gravity was interpolated from observed gravity values.
 AF6844
 AF6844;                    North         East    Units  Estimated Accuracy
 AF6844;SPC FL E     -   381,480.      258,670.      MT  (+/- 180 meters Scaled)
 AF6844
 AF6844                          SUPERSEDED SURVEY CONTROL
 AF6844
 AF6844  NGVD 29 (09/01/92)    2.864  (m)            9.40   (f) ADJUSTED    2 2
 AF6844
 AF6844.Superseded values are not recommended for survey control.
 AF6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6844.See file dsdata.txt to determine how the superseded data were derived.
 AF6844
 AF6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL586724(NAD 83)
 AF6844_MARKER: DD = SURVEY DISK
 AF6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6844_SP_SET: CONCRETE POST
 AF6844_STAMPING: 88 78 A11
 AF6844_PROJECTION: RECESSED 20 CENTIMETERS
 AF6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6844+STABILITY: SURFACE MOTION
 AF6844
 AF6844  HISTORY     - Date     Condition        Report By
 AF6844  HISTORY     - 1979     MONUMENTED       FLDT
 AF6844  HISTORY     - 19970911 GOOD             USPSQD
 AF6844
 AF6844                          STATION DESCRIPTION
 AF6844
 AF6844'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6844'3.5 MI NE FROM WABASSO.
 AF6844'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6844'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 0.9
 AF6844'MILE. IT IS 23 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 AF6844'AND 19.7 FEET EAST NORTHEAST OF A POWER POLE.
 AF6844'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6844'DEPARTMENT OF TRANSPORTATION.
 AF6844'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6844
 AF6844                          STATION RECOVERY (1997)
 AF6844
 AF6844'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6845 ***********************************************************************
 AF6845  DESIGNATION -  88 78 A 11 RM 1 FLDNR
 AF6845  PID         -  AF6845
 AF6845  STATE/COUNTY-  FL/INDIAN RIVER
 AF6845  USGS QUAD   -  SEBASTIAN (1970)
 AF6845
 AF6845                         *CURRENT SURVEY CONTROL
 AF6845  ___________________________________________________________________
 AF6845* NAD 83(1986)-  27 46 32.     (N)    080 24 17.     (W)     SCALED    
 AF6845* NAVD 88     -         2.162  (meters)       7.09   (feet)  ADJUSTED  
 AF6845  ___________________________________________________________________
 AF6845  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AF6845  DYNAMIC HT  -           2.159 (meters)       7.08  (feet)  COMP
 AF6845  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 AF6845
 AF6845  VERT ORDER  -  SECOND    CLASS II
 AF6845
 AF6845.The horizontal coordinates were scaled from a topographic map and have
 AF6845.an estimated accuracy of +/- 6 seconds.
 AF6845
 AF6845.The orthometric height was determined by differential leveling
 AF6845.and adjusted by the National Geodetic Survey in June 1991..
 AF6845
 AF6845.The geoid height was determined by GEOID03.
 AF6845
 AF6845.The dynamic height is computed by dividing the NAVD 88
 AF6845.geopotential number by the normal gravity value computed on the
 AF6845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6845.degrees latitude (g = 980.6199 gals.).
 AF6845
 AF6845.The modeled gravity was interpolated from observed gravity values.
 AF6845
 AF6845;                    North         East    Units  Estimated Accuracy
 AF6845;SPC FL E     -   381,480.      258,670.      MT  (+/- 180 meters Scaled)
 AF6845
 AF6845                          SUPERSEDED SURVEY CONTROL
 AF6845
 AF6845  NGVD 29 (09/01/92)    2.607  (m)            8.55   (f) ADJUSTED    2 2
 AF6845
 AF6845.Superseded values are not recommended for survey control.
 AF6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6845.See file dsdata.txt to determine how the superseded data were derived.
 AF6845
 AF6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL586724(NAD 83)
 AF6845_MARKER: DD = SURVEY DISK
 AF6845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6845_SP_SET: CONCRETE POST
 AF6845_STAMPING: 88 78 A11 RM NO 1
 AF6845_PROJECTION: RECESSED 8 CENTIMETERS
 AF6845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6845+STABILITY: SURFACE MOTION
 AF6845
 AF6845  HISTORY     - Date     Condition        Report By
 AF6845  HISTORY     - 1979     MONUMENTED       FLDT
 AF6845  HISTORY     - 19960115 GOOD             USPSQD
 AF6845  HISTORY     - 19970911 GOOD             USPSQD
 AF6845
 AF6845                          STATION DESCRIPTION
 AF6845
 AF6845'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6845'3.5 MI NE FROM WABASSO.
 AF6845'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6845'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 0.9
 AF6845'MILE. IT IS 50.7 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 AF6845'AND 30.7 FEET SOUTH OF A POWER POLE.
 AF6845'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6845'DEPARTMENT OF TRANSPORTATION.
 AF6845'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 AF6845
 AF6845                          STATION RECOVERY (1996)
 AF6845
 AF6845'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6845'RECOVERED IN GOOD CONDITION.
 AF6845
 AF6845                          STATION RECOVERY (1997)
 AF6845
 AF6845'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6843 ***********************************************************************
 AF6843  DESIGNATION -  88 78 A 11 RM 2 FLDNR
 AF6843  PID         -  AF6843
 AF6843  STATE/COUNTY-  FL/INDIAN RIVER
 AF6843  USGS QUAD   -  SEBASTIAN (1970)
 AF6843
 AF6843                         *CURRENT SURVEY CONTROL
 AF6843  ___________________________________________________________________
 AF6843* NAD 83(1986)-  27 46 32.     (N)    080 24 17.     (W)     SCALED    
 AF6843* NAVD 88     -         2.082  (meters)       6.83   (feet)  ADJUSTED  
 AF6843  ___________________________________________________________________
 AF6843  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AF6843  DYNAMIC HT  -           2.079 (meters)       6.82  (feet)  COMP
 AF6843  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 AF6843
 AF6843  VERT ORDER  -  SECOND    CLASS II
 AF6843
 AF6843.The horizontal coordinates were scaled from a topographic map and have
 AF6843.an estimated accuracy of +/- 6 seconds.
 AF6843
 AF6843.The orthometric height was determined by differential leveling
 AF6843.and adjusted by the National Geodetic Survey in June 1991..
 AF6843
 AF6843.The geoid height was determined by GEOID03.
 AF6843
 AF6843.The dynamic height is computed by dividing the NAVD 88
 AF6843.geopotential number by the normal gravity value computed on the
 AF6843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6843.degrees latitude (g = 980.6199 gals.).
 AF6843
 AF6843.The modeled gravity was interpolated from observed gravity values.
 AF6843
 AF6843;                    North         East    Units  Estimated Accuracy
 AF6843;SPC FL E     -   381,480.      258,670.      MT  (+/- 180 meters Scaled)
 AF6843
 AF6843                          SUPERSEDED SURVEY CONTROL
 AF6843
 AF6843  NGVD 29 (09/01/92)    2.527  (m)            8.29   (f) ADJUSTED    2 2
 AF6843
 AF6843.Superseded values are not recommended for survey control.
 AF6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6843.See file dsdata.txt to determine how the superseded data were derived.
 AF6843
 AF6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL586724(NAD 83)
 AF6843_MARKER: DD = SURVEY DISK
 AF6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6843_SP_SET: CONCRETE POST
 AF6843_STAMPING: 88 78 A11 RM NO 2
 AF6843_PROJECTION: RECESSED 20 CENTIMETERS
 AF6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6843+STABILITY: SURFACE MOTION
 AF6843
 AF6843  HISTORY     - Date     Condition        Report By
 AF6843  HISTORY     - 1979     MONUMENTED       FLDT
 AF6843  HISTORY     - 19960115 GOOD             USPSQD
 AF6843  HISTORY     - 19970911 GOOD             USPSQD
 AF6843
 AF6843                          STATION DESCRIPTION
 AF6843
 AF6843'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6843'3.5 MI NE FROM WABASSO.
 AF6843'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6843'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 0.9
 AF6843'MILE. IT IS 52.8 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 AF6843'AND 30.3 FEET NORTHWEST OF A POWER POLE.
 AF6843'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6843'DEPARTMENT OF TRANSPORTATION.
 AF6843'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 AF6843
 AF6843                          STATION RECOVERY (1996)
 AF6843
 AF6843'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6843'RECOVERED IN GOOD CONDITION.
 AF6843
 AF6843                          STATION RECOVERY (1997)
 AF6843
 AF6843'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6847 ***********************************************************************
 AF6847  DESIGNATION -  88 78 A 12
 AF6847  PID         -  AF6847
 AF6847  STATE/COUNTY-  FL/INDIAN RIVER
 AF6847  USGS QUAD   -  SEBASTIAN (1970)
 AF6847
 AF6847                         *CURRENT SURVEY CONTROL
 AF6847  ___________________________________________________________________
 AF6847* NAD 83(1999)-  27 46 01.19935(N)    080 24 01.49477(W)     ADJUSTED  
 AF6847* NAVD 88     -         1.685  (meters)       5.53   (feet)  ADJUSTED  
 AF6847  ___________________________________________________________________
 AF6847  X           -     941,831.545 (meters)                     COMP
 AF6847  Y           -  -5,568,687.887 (meters)                     COMP
 AF6847  Z           -   2,953,670.288 (meters)                     COMP
 AF6847  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AF6847  ELLIP HEIGHT-         -26.28  (meters)          (06/19/01) GPS OBS
 AF6847  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AF6847  DYNAMIC HT  -           1.682 (meters)       5.52  (feet)  COMP
 AF6847  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 AF6847
 AF6847  HORZ ORDER  -  FIRST
 AF6847  VERT ORDER  -  SECOND    CLASS II
 AF6847  ELLP ORDER  -  FOURTH    CLASS I
 AF6847
 AF6847.The horizontal coordinates were established by GPS observations
 AF6847.and adjusted by the National Geodetic Survey in June 2001..
 AF6847
 AF6847.The orthometric height was determined by differential leveling
 AF6847.and adjusted by the National Geodetic Survey in June 1991..
 AF6847
 AF6847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6847
 AF6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6847
 AF6847.The ellipsoidal height was determined by GPS observations
 AF6847.and is referenced to NAD 83.
 AF6847
 AF6847.The geoid height was determined by GEOID03.
 AF6847
 AF6847.The dynamic height is computed by dividing the NAVD 88
 AF6847.geopotential number by the normal gravity value computed on the
 AF6847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6847.degrees latitude (g = 980.6199 gals.).
 AF6847
 AF6847.The modeled gravity was interpolated from observed gravity values.
 AF6847
 AF6847;                    North         East     Units Scale Factor Converg.
 AF6847;SPC FL E     -   380,534.057   259,099.786   MT  0.99998427   +0 16 45.6
 AF6847;SPC FL E     - 1,248,468.82    850,063.21   sFT  0.99998427   +0 16 45.6
 AF6847;UTM  17      - 3,071,536.202   559,079.621   MT  0.99964308   +0 16 45.6
 AF6847
 AF6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6847!SPC FL E     -   1.00000413  x   0.99998427  =   0.99998840
 AF6847!UTM  17      -   1.00000413  x   0.99964308  =   0.99964721
 AF6847
 AF6847                          SUPERSEDED SURVEY CONTROL
 AF6847
 AF6847  NAD 83(1990)-  27 46 01.19864(N)    080 24 01.49497(W) AD(       ) 1
 AF6847  ELLIP H (06/26/95)  -26.27   (m)                       GP(       ) 3 1
 AF6847  NGVD 29 (09/01/92)    2.132  (m)            6.99   (f) ADJUSTED    2 2
 AF6847
 AF6847.Superseded values are not recommended for survey control.
 AF6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6847.See file dsdata.txt to determine how the superseded data were derived.
 AF6847
 AF6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5908071536(NAD 83)
 AF6847_MARKER: DD = SURVEY DISK
 AF6847_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF6847_SP_SET: CONCRETE POST
 AF6847_STAMPING: 88 78 A12
 AF6847_MARK LOGO: FLDNR 
 AF6847_PROJECTION: RECESSED 20 CENTIMETERS
 AF6847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6847+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AF6847
 AF6847  HISTORY     - Date     Condition        Report By
 AF6847  HISTORY     - 1978     MONUMENTED       FLDT
 AF6847  HISTORY     - 19940927 GOOD             GCYI
 AF6847  HISTORY     - 19970911 GOOD             USPSQD
 AF6847
 AF6847                          STATION DESCRIPTION
 AF6847
 AF6847'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6847'2.8 MI NE FROM WABASSO.
 AF6847'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6847'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 0.2
 AF6847'MILE TO THE JUNCTION OF COCO PLUM ROAD. IT IS 68 FEET SOUTH SOUTHEAST
 AF6847'OF THE CENTERLINE OF COCO PLUM ROAD, 50.8 FEET NORTH OF A POWER POLE
 AF6847'AND 32.2 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6847'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6847'DEPARTMENT OF TRANSPORTATION.
 AF6847'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6847
 AF6847                          STATION RECOVERY (1994)
 AF6847
 AF6847'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (CAB)
 AF6847'THE STATION IS ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF SEBASTIAN, 2.5 MI
 AF6847'(4.0 KM) NORTHEAST OF WABASSO, 0.3 MI (0.5 KM) NORTHWEST OF WABASSO
 AF6847'BEACH IN SECTION 23, TOWNSHIP 31 SOUTH, RANGE 39 EAST.
 AF6847' 
 AF6847'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 510 (WABASSO
 AF6847'BEACH ROAD) AND STATE ROAD A1A IN WABASSO BEACH, GO NORTHWEST ON STATE
 AF6847'ROAD A1A FOR ABOUT 0.2 MI (0.3 KM) TO THE JUNCTION OF COCO PLUM ROAD
 AF6847'AND THE STATION ON THE LEFT, SET IN THE TOP OF AN IRREGULAR MASS OF
 AF6847'CONCRETE.
 AF6847' 
 AF6847'LOCATED 68.0 FT (20.7 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 AF6847'OF COCO PLUM ROAD, 50.8 FT (15.5 M) NORTH OF A POWER POLE, 32.3 FT
 AF6847'(9.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A AND 2.0 FT
 AF6847'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.
 AF6847' 
 AF6847'NOTE   FOUND A FIRE HYDRANT ON THE WEST SIDE OF STATE ROAD A1A WITH A
 AF6847'MAGNETIC AZIMUTH OF 328 DEGREES AT A DISTANCE OF 106.23 FT (32.38 M) ,
 AF6847'SET P.K. NAIL AND DISK, PCP LB4108 IN THE WESTERLY EDGE OF THE
 AF6847'PAVEMENT OF STATE ROAD A1A WITH A MAGNETIC AZIMUTH OF 67 DEGREES AT A
 AF6847'DISTANCE OF 19.40 FT (5.91 M) , SET P.K. NAIL AND DISK, PCP LB4108 IN
 AF6847'THE WESTERLY EDGE OF THE PAVEMENT OF STATE ROAD A1A WITH A MAGNETIC
 AF6847'AZIMUTH OF 130 DEGREES AT A DISTANCE OF 41.46 FT (12.64 M) .
 AF6847
 AF6847                          STATION RECOVERY (1997)
 AF6847
 AF6847'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6848 ***********************************************************************
 AF6848  DESIGNATION -  88 78 A 12 RM 1 FLDNR
 AF6848  PID         -  AF6848
 AF6848  STATE/COUNTY-  FL/INDIAN RIVER
 AF6848  USGS QUAD   -  SEBASTIAN (1970)
 AF6848
 AF6848                         *CURRENT SURVEY CONTROL
 AF6848  ___________________________________________________________________
 AF6848* NAD 83(1986)-  27 46 01.     (N)    080 24 01.     (W)     SCALED    
 AF6848* NAVD 88     -         1.841  (meters)       6.04   (feet)  ADJUSTED  
 AF6848  ___________________________________________________________________
 AF6848  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AF6848  DYNAMIC HT  -           1.838 (meters)       6.03  (feet)  COMP
 AF6848  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 AF6848
 AF6848  VERT ORDER  -  SECOND    CLASS II
 AF6848
 AF6848.The horizontal coordinates were scaled from a topographic map and have
 AF6848.an estimated accuracy of +/- 6 seconds.
 AF6848
 AF6848.The orthometric height was determined by differential leveling
 AF6848.and adjusted by the National Geodetic Survey in June 1991..
 AF6848
 AF6848.The geoid height was determined by GEOID03.
 AF6848
 AF6848.The dynamic height is computed by dividing the NAVD 88
 AF6848.geopotential number by the normal gravity value computed on the
 AF6848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6848.degrees latitude (g = 980.6199 gals.).
 AF6848
 AF6848.The modeled gravity was interpolated from observed gravity values.
 AF6848
 AF6848;                    North         East    Units  Estimated Accuracy
 AF6848;SPC FL E     -   380,530.      259,110.      MT  (+/- 180 meters Scaled)
 AF6848
 AF6848                          SUPERSEDED SURVEY CONTROL
 AF6848
 AF6848  NGVD 29 (09/01/92)    2.288  (m)            7.51   (f) ADJUSTED    2 2
 AF6848
 AF6848.Superseded values are not recommended for survey control.
 AF6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6848.See file dsdata.txt to determine how the superseded data were derived.
 AF6848
 AF6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL590715(NAD 83)
 AF6848_MARKER: DD = SURVEY DISK
 AF6848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6848_SP_SET: CONCRETE POST
 AF6848_STAMPING: 88 78 A12 RM NO 1
 AF6848_PROJECTION: RECESSED 8 CENTIMETERS
 AF6848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6848+STABILITY: SURFACE MOTION
 AF6848
 AF6848  HISTORY     - Date     Condition        Report By
 AF6848  HISTORY     - 1978     MONUMENTED       FLDT
 AF6848  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6848  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6848
 AF6848                          STATION DESCRIPTION
 AF6848
 AF6848'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6848'2.8 MI NE FROM WABASSO.
 AF6848'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6848'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 0.2
 AF6848'MILE TO THE JUNCTION OF COCO PLUM ROAD. IT IS 39 FEET WEST SOUTHWEST
 AF6848'OF THE CENTERLINE OF THE HIGHWAY AND 4.8 FEET NORTH NORTHEAST OF A
 AF6848'POWER POLE.
 AF6848'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6848'DEPARTMENT OF TRANSPORTATION.
 AF6848'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 AF6848
 AF6848                          STATION RECOVERY (1996)
 AF6848
 AF6848'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6848'MARK NOT FOUND.
 AF6848
 AF6848                          STATION RECOVERY (1997)
 AF6848
 AF6848'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6846 ***********************************************************************
 AF6846  DESIGNATION -  88 78 A 12 RM 2 FLDNR
 AF6846  PID         -  AF6846
 AF6846  STATE/COUNTY-  FL/INDIAN RIVER
 AF6846  USGS QUAD   -  SEBASTIAN (1970)
 AF6846
 AF6846                         *CURRENT SURVEY CONTROL
 AF6846  ___________________________________________________________________
 AF6846* NAD 83(1986)-  27 46 01.     (N)    080 24 01.     (W)     SCALED    
 AF6846* NAVD 88     -         1.784  (meters)       5.85   (feet)  ADJUSTED  
 AF6846  ___________________________________________________________________
 AF6846  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AF6846  DYNAMIC HT  -           1.781 (meters)       5.84  (feet)  COMP
 AF6846  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 AF6846
 AF6846  VERT ORDER  -  SECOND    CLASS II
 AF6846
 AF6846.The horizontal coordinates were scaled from a topographic map and have
 AF6846.an estimated accuracy of +/- 6 seconds.
 AF6846
 AF6846.The orthometric height was determined by differential leveling
 AF6846.and adjusted by the National Geodetic Survey in June 1991..
 AF6846
 AF6846.The geoid height was determined by GEOID03.
 AF6846
 AF6846.The dynamic height is computed by dividing the NAVD 88
 AF6846.geopotential number by the normal gravity value computed on the
 AF6846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6846.degrees latitude (g = 980.6199 gals.).
 AF6846
 AF6846.The modeled gravity was interpolated from observed gravity values.
 AF6846
 AF6846;                    North         East    Units  Estimated Accuracy
 AF6846;SPC FL E     -   380,530.      259,110.      MT  (+/- 180 meters Scaled)
 AF6846
 AF6846                          SUPERSEDED SURVEY CONTROL
 AF6846
 AF6846  NGVD 29 (09/01/92)    2.231  (m)            7.32   (f) ADJUSTED    2 2
 AF6846
 AF6846.Superseded values are not recommended for survey control.
 AF6846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6846.See file dsdata.txt to determine how the superseded data were derived.
 AF6846
 AF6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL590715(NAD 83)
 AF6846_MARKER: DD = SURVEY DISK
 AF6846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6846_SP_SET: CONCRETE POST
 AF6846_STAMPING: 88 78 A12 RM NO 2
 AF6846_PROJECTION: RECESSED 8 CENTIMETERS
 AF6846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6846+STABILITY: SURFACE MOTION
 AF6846
 AF6846  HISTORY     - Date     Condition        Report By
 AF6846  HISTORY     - 1978     MONUMENTED       FLDT
 AF6846  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6846  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6846
 AF6846                          STATION DESCRIPTION
 AF6846
 AF6846'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6846'3.4 MI NE FROM WABASSO.
 AF6846'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510 ABOUT 2.6
 AF6846'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 0.2
 AF6846'MILE TO THE JUNCTION OF COCO PLUM ROAD. IT IS 40.7 FEET WEST SOUTHWEST
 AF6846'OF THE CNETERLINE OF THE HIGHWAY, 29.7 FEET SOUTH SOUTHEAST OF THE
 AF6846'CENTERLINE OF COCO PLUM ROAD AND 14.2 FEET SOUTHWEST OF A STREET AND
 AF6846'STOP SIGN POST.
 AF6846'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6846'DEPARTMENT OF TRANSPORTATION.
 AF6846
 AF6846                          STATION RECOVERY (1996)
 AF6846
 AF6846'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6846'MARK NOT FOUND.
 AF6846
 AF6846                          STATION RECOVERY (1997)
 AF6846
 AF6846'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6850 ***********************************************************************
 AF6850  DESIGNATION -  88 78 A 13 FLDNR
 AF6850  PID         -  AF6850
 AF6850  STATE/COUNTY-  FL/INDIAN RIVER
 AF6850  USGS QUAD   -  SEBASTIAN (1970)
 AF6850
 AF6850                         *CURRENT SURVEY CONTROL
 AF6850  ___________________________________________________________________
 AF6850* NAD 83(1986)-  27 45 38.     (N)    080 23 50.     (W)     SCALED    
 AF6850* NAVD 88     -         2.368  (meters)       7.77   (feet)  ADJUSTED  
 AF6850  ___________________________________________________________________
 AF6850  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AF6850  DYNAMIC HT  -           2.364 (meters)       7.76  (feet)  COMP
 AF6850  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 AF6850
 AF6850  VERT ORDER  -  SECOND    CLASS II
 AF6850
 AF6850.The horizontal coordinates were scaled from a topographic map and have
 AF6850.an estimated accuracy of +/- 6 seconds.
 AF6850
 AF6850.The orthometric height was determined by differential leveling
 AF6850.and adjusted by the National Geodetic Survey in June 1991..
 AF6850
 AF6850.The geoid height was determined by GEOID03.
 AF6850
 AF6850.The dynamic height is computed by dividing the NAVD 88
 AF6850.geopotential number by the normal gravity value computed on the
 AF6850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6850.degrees latitude (g = 980.6199 gals.).
 AF6850
 AF6850.The modeled gravity was interpolated from observed gravity values.
 AF6850
 AF6850;                    North         East    Units  Estimated Accuracy
 AF6850;SPC FL E     -   379,820.      259,420.      MT  (+/- 180 meters Scaled)
 AF6850
 AF6850                          SUPERSEDED SURVEY CONTROL
 AF6850
 AF6850  NGVD 29 (09/01/92)    2.816  (m)            9.24   (f) ADJUSTED    2 2
 AF6850
 AF6850.Superseded values are not recommended for survey control.
 AF6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6850.See file dsdata.txt to determine how the superseded data were derived.
 AF6850
 AF6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL593708(NAD 83)
 AF6850_MARKER: DD = SURVEY DISK
 AF6850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6850_SP_SET: CONCRETE POST
 AF6850_STAMPING: 88 78 A13
 AF6850_PROJECTION: RECESSED 10 CENTIMETERS
 AF6850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6850+STABILITY: SURFACE MOTION
 AF6850
 AF6850  HISTORY     - Date     Condition        Report By
 AF6850  HISTORY     - 1978     MONUMENTED       FLDT
 AF6850  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 AF6850  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6850  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6850
 AF6850                          STATION DESCRIPTION
 AF6850
 AF6850'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6850'2.8 MI EAST FROM WABASSO.
 AF6850'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6850'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 0.2
 AF6850'MILE. IT IS 35.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 AF6850'7 FEET NORTHEAST OF A POWER POLE.
 AF6850'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6850'DEPARTMENT OF TRANSPORTATION.
 AF6850'THE MARK IS 3 FT  NE FROM A WITNESS POST.
 AF6850
 AF6850                          STATION RECOVERY (1994)
 AF6850
 AF6850'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6850'MARK NOT FOUND.
 AF6850
 AF6850                          STATION RECOVERY (1996)
 AF6850
 AF6850'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6850'MARK NOT FOUND.
 AF6850
 AF6850                          STATION RECOVERY (1997)
 AF6850
 AF6850'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6851 ***********************************************************************
 AF6851  DESIGNATION -  88 78 A 13 RM 1 FLDNR
 AF6851  PID         -  AF6851
 AF6851  STATE/COUNTY-  FL/INDIAN RIVER
 AF6851  USGS QUAD   -  SEBASTIAN (1970)
 AF6851
 AF6851                         *CURRENT SURVEY CONTROL
 AF6851  ___________________________________________________________________
 AF6851* NAD 83(1986)-  27 45 38.     (N)    080 23 50.     (W)     SCALED    
 AF6851* NAVD 88     -         2.342  (meters)       7.68   (feet)  ADJUSTED  
 AF6851  ___________________________________________________________________
 AF6851  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AF6851  DYNAMIC HT  -           2.339 (meters)       7.67  (feet)  COMP
 AF6851  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 AF6851
 AF6851  VERT ORDER  -  SECOND    CLASS II
 AF6851
 AF6851.The horizontal coordinates were scaled from a topographic map and have
 AF6851.an estimated accuracy of +/- 6 seconds.
 AF6851
 AF6851.The orthometric height was determined by differential leveling
 AF6851.and adjusted by the National Geodetic Survey in June 1991..
 AF6851
 AF6851.The geoid height was determined by GEOID03.
 AF6851
 AF6851.The dynamic height is computed by dividing the NAVD 88
 AF6851.geopotential number by the normal gravity value computed on the
 AF6851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6851.degrees latitude (g = 980.6199 gals.).
 AF6851
 AF6851.The modeled gravity was interpolated from observed gravity values.
 AF6851
 AF6851;                    North         East    Units  Estimated Accuracy
 AF6851;SPC FL E     -   379,820.      259,420.      MT  (+/- 180 meters Scaled)
 AF6851
 AF6851                          SUPERSEDED SURVEY CONTROL
 AF6851
 AF6851  NGVD 29 (09/01/92)    2.791  (m)            9.16   (f) ADJUSTED    2 2
 AF6851
 AF6851.Superseded values are not recommended for survey control.
 AF6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6851.See file dsdata.txt to determine how the superseded data were derived.
 AF6851
 AF6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL593708(NAD 83)
 AF6851_MARKER: DD = SURVEY DISK
 AF6851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6851_SP_SET: CONCRETE POST
 AF6851_STAMPING: 88 78 A13 RM NO 1
 AF6851_PROJECTION: RECESSED 5 CENTIMETERS
 AF6851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6851+STABILITY: SURFACE MOTION
 AF6851
 AF6851  HISTORY     - Date     Condition        Report By
 AF6851  HISTORY     - 1978     MONUMENTED       FLDT
 AF6851  HISTORY     - 19940707 GOOD             USPSQD
 AF6851  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6851  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6851
 AF6851                          STATION DESCRIPTION
 AF6851
 AF6851'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6851'2.8 MI EAST FROM WABASSO.
 AF6851'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510 ABOUT 2.6
 AF6851'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 0.2
 AF6851'MILE. IT IS 42.5 FEET SOUTH SOUTHEAST OF A POWER POLE AND 41.8 FEET
 AF6851'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6851'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6851'DEPARTMENT OF TRANSPORTATION.
 AF6851'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 AF6851
 AF6851                          STATION RECOVERY (1994)
 AF6851
 AF6851'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6851'RECOVERED IN GOOD CONDITION.
 AF6851
 AF6851                          STATION RECOVERY (1996)
 AF6851
 AF6851'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6851'MARK NOT FOUND.
 AF6851
 AF6851                          STATION RECOVERY (1997)
 AF6851
 AF6851'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6849 ***********************************************************************
 AF6849  DESIGNATION -  88 78 A 13 RM 2 FLDNR
 AF6849  PID         -  AF6849
 AF6849  STATE/COUNTY-  FL/INDIAN RIVER
 AF6849  USGS QUAD   -  SEBASTIAN (1970)
 AF6849
 AF6849                         *CURRENT SURVEY CONTROL
 AF6849  ___________________________________________________________________
 AF6849* NAD 83(1986)-  27 45 38.     (N)    080 23 50.     (W)     SCALED    
 AF6849* NAVD 88     -         2.473  (meters)       8.11   (feet)  ADJUSTED  
 AF6849  ___________________________________________________________________
 AF6849  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AF6849  DYNAMIC HT  -           2.469 (meters)       8.10  (feet)  COMP
 AF6849  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 AF6849
 AF6849  VERT ORDER  -  SECOND    CLASS II
 AF6849
 AF6849.The horizontal coordinates were scaled from a topographic map and have
 AF6849.an estimated accuracy of +/- 6 seconds.
 AF6849
 AF6849.The orthometric height was determined by differential leveling
 AF6849.and adjusted by the National Geodetic Survey in June 1991..
 AF6849
 AF6849.The geoid height was determined by GEOID03.
 AF6849
 AF6849.The dynamic height is computed by dividing the NAVD 88
 AF6849.geopotential number by the normal gravity value computed on the
 AF6849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6849.degrees latitude (g = 980.6199 gals.).
 AF6849
 AF6849.The modeled gravity was interpolated from observed gravity values.
 AF6849
 AF6849;                    North         East    Units  Estimated Accuracy
 AF6849;SPC FL E     -   379,820.      259,420.      MT  (+/- 180 meters Scaled)
 AF6849
 AF6849                          SUPERSEDED SURVEY CONTROL
 AF6849
 AF6849  NGVD 29 (09/01/92)    2.921  (m)            9.58   (f) ADJUSTED    2 2
 AF6849
 AF6849.Superseded values are not recommended for survey control.
 AF6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6849.See file dsdata.txt to determine how the superseded data were derived.
 AF6849
 AF6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL593708(NAD 83)
 AF6849_MARKER: DD = SURVEY DISK
 AF6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6849_SP_SET: CONCRETE POST
 AF6849_STAMPING: 88 78 A13 RM NO 2
 AF6849_PROJECTION: RECESSED 5 CENTIMETERS
 AF6849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6849+STABILITY: SURFACE MOTION
 AF6849
 AF6849  HISTORY     - Date     Condition        Report By
 AF6849  HISTORY     - 1978     MONUMENTED       FLDT
 AF6849  HISTORY     - 19940707 GOOD             USPSQD
 AF6849  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6849  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6849
 AF6849                          STATION DESCRIPTION
 AF6849
 AF6849'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6849'2.8 MI EAST FROM WABASSO.
 AF6849'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6849'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 0.2
 AF6849'MILE. IT IS 52.5 FEET NORTHWEST OF A POWER POLE AND 41.6 FEET
 AF6849'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6849'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6849'DEPARTMENT OF TRANSPORTATION.
 AF6849'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 AF6849
 AF6849                          STATION RECOVERY (1994)
 AF6849
 AF6849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6849'RECOVERED IN GOOD CONDITION.
 AF6849
 AF6849                          STATION RECOVERY (1996)
 AF6849
 AF6849'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6849'MARK NOT FOUND.
 AF6849
 AF6849                          STATION RECOVERY (1997)
 AF6849
 AF6849'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6854 ***********************************************************************
 AF6854  DESIGNATION -  88 78 A 14 FLDNR
 AF6854  PID         -  AF6854
 AF6854  STATE/COUNTY-  FL/INDIAN RIVER
 AF6854  USGS QUAD   -  SEBASTIAN (1970)
 AF6854
 AF6854                         *CURRENT SURVEY CONTROL
 AF6854  ___________________________________________________________________
 AF6854* NAD 83(1986)-  27 45 11.     (N)    080 23 32.     (W)     SCALED    
 AF6854* NAVD 88     -         2.557  (meters)       8.39   (feet)  ADJUSTED  
 AF6854  ___________________________________________________________________
 AF6854  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AF6854  DYNAMIC HT  -           2.553 (meters)       8.38  (feet)  COMP
 AF6854  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AF6854
 AF6854  VERT ORDER  -  SECOND    CLASS II
 AF6854
 AF6854.The horizontal coordinates were scaled from a topographic map and have
 AF6854.an estimated accuracy of +/- 6 seconds.
 AF6854
 AF6854.The orthometric height was determined by differential leveling
 AF6854.and adjusted by the National Geodetic Survey in June 1991..
 AF6854
 AF6854.The geoid height was determined by GEOID03.
 AF6854
 AF6854.The dynamic height is computed by dividing the NAVD 88
 AF6854.geopotential number by the normal gravity value computed on the
 AF6854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6854.degrees latitude (g = 980.6199 gals.).
 AF6854
 AF6854.The modeled gravity was interpolated from observed gravity values.
 AF6854
 AF6854;                    North         East    Units  Estimated Accuracy
 AF6854;SPC FL E     -   378,990.      259,920.      MT  (+/- 180 meters Scaled)
 AF6854
 AF6854                          SUPERSEDED SURVEY CONTROL
 AF6854
 AF6854  NGVD 29 (09/01/92)    3.006  (m)            9.86   (f) ADJUSTED    2 2
 AF6854
 AF6854.Superseded values are not recommended for survey control.
 AF6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6854.See file dsdata.txt to determine how the superseded data were derived.
 AF6854
 AF6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL598699(NAD 83)
 AF6854_MARKER: DD = SURVEY DISK
 AF6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6854_SP_SET: CONCRETE POST
 AF6854_STAMPING: 88 78 A14
 AF6854_PROJECTION: RECESSED 30 CENTIMETERS
 AF6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6854+STABILITY: SURFACE MOTION
 AF6854
 AF6854  HISTORY     - Date     Condition        Report By
 AF6854  HISTORY     - 1978     MONUMENTED       FLDT
 AF6854  HISTORY     - 198811   GOOD             USPSQD
 AF6854  HISTORY     - 19940707 GOOD             USPSQD
 AF6854  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6854  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6854
 AF6854                          STATION DESCRIPTION
 AF6854
 AF6854'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6854'3.4 MI EAST FROM WABASSO.
 AF6854'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6854'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 0.8
 AF6854'MILE. IT IS 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 14
 AF6854'FEET NORTHEAST OF A POWER POLE.
 AF6854'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6854'DEPARTMENT OF TRANSPORTATION.
 AF6854'THE MARK IS 5 FT  NE FROM A WITNESS POST.
 AF6854
 AF6854                          STATION RECOVERY (1988)
 AF6854
 AF6854'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6854'RECOVERED IN GOOD CONDITION.
 AF6854
 AF6854                          STATION RECOVERY (1994)
 AF6854
 AF6854'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6854'RECOVERED IN GOOD CONDITION.
 AF6854
 AF6854                          STATION RECOVERY (1996)
 AF6854
 AF6854'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6854'MARK NOT FOUND.
 AF6854
 AF6854                          STATION RECOVERY (1997)
 AF6854
 AF6854'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6855 ***********************************************************************
 AF6855  DESIGNATION -  88 78 A 14 RM 1 FLDNR
 AF6855  PID         -  AF6855
 AF6855  STATE/COUNTY-  FL/INDIAN RIVER
 AF6855  USGS QUAD   -  SEBASTIAN (1970)
 AF6855
 AF6855                         *CURRENT SURVEY CONTROL
 AF6855  ___________________________________________________________________
 AF6855* NAD 83(1986)-  27 45 11.     (N)    080 23 32.     (W)     SCALED    
 AF6855* NAVD 88     -         2.712  (meters)       8.90   (feet)  ADJUSTED  
 AF6855  ___________________________________________________________________
 AF6855  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AF6855  DYNAMIC HT  -           2.708 (meters)       8.88  (feet)  COMP
 AF6855  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AF6855
 AF6855  VERT ORDER  -  SECOND    CLASS II
 AF6855
 AF6855.The horizontal coordinates were scaled from a topographic map and have
 AF6855.an estimated accuracy of +/- 6 seconds.
 AF6855
 AF6855.The orthometric height was determined by differential leveling
 AF6855.and adjusted by the National Geodetic Survey in June 1991..
 AF6855
 AF6855.The geoid height was determined by GEOID03.
 AF6855
 AF6855.The dynamic height is computed by dividing the NAVD 88
 AF6855.geopotential number by the normal gravity value computed on the
 AF6855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6855.degrees latitude (g = 980.6199 gals.).
 AF6855
 AF6855.The modeled gravity was interpolated from observed gravity values.
 AF6855
 AF6855;                    North         East    Units  Estimated Accuracy
 AF6855;SPC FL E     -   378,990.      259,920.      MT  (+/- 180 meters Scaled)
 AF6855
 AF6855                          SUPERSEDED SURVEY CONTROL
 AF6855
 AF6855  NGVD 29 (09/01/92)    3.162  (m)           10.37   (f) ADJUSTED    2 2
 AF6855
 AF6855.Superseded values are not recommended for survey control.
 AF6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6855.See file dsdata.txt to determine how the superseded data were derived.
 AF6855
 AF6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL598699(NAD 83)
 AF6855_MARKER: DD = SURVEY DISK
 AF6855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6855_SP_SET: CONCRETE POST
 AF6855_STAMPING: 88 78 A14 RM NO 1
 AF6855_PROJECTION: RECESSED 8 CENTIMETERS
 AF6855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6855+STABILITY: SURFACE MOTION
 AF6855
 AF6855  HISTORY     - Date     Condition        Report By
 AF6855  HISTORY     - 1978     MONUMENTED       FLDT
 AF6855  HISTORY     - 19940707 GOOD             USPSQD
 AF6855  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6855  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6855
 AF6855                          STATION DESCRIPTION
 AF6855
 AF6855'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6855'3.4 MI EAST FROM WABASSO.
 AF6855'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6855'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 0.8
 AF6855'MILE. IT IS 49.9 FEET SOUTH SOUTHEAST OF A POWER POLE AND 37.8 FEET
 AF6855'SOUTHWEST OF THE CENTERLINE OF THE HIIGHWAY.
 AF6855'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6855'DEPARTMENT OF TRANSPORTATION.
 AF6855'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 AF6855
 AF6855                          STATION RECOVERY (1994)
 AF6855
 AF6855'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6855'RECOVERED IN GOOD CONDITION.
 AF6855
 AF6855                          STATION RECOVERY (1996)
 AF6855
 AF6855'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6855'MARK NOT FOUND.
 AF6855
 AF6855                          STATION RECOVERY (1997)
 AF6855
 AF6855'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6853 ***********************************************************************
 AF6853  DESIGNATION -  88 78 A 14 RM 2 FLDNR
 AF6853  PID         -  AF6853
 AF6853  STATE/COUNTY-  FL/INDIAN RIVER
 AF6853  USGS QUAD   -  SEBASTIAN (1970)
 AF6853
 AF6853                         *CURRENT SURVEY CONTROL
 AF6853  ___________________________________________________________________
 AF6853* NAD 83(1986)-  27 45 11.     (N)    080 23 32.     (W)     SCALED    
 AF6853* NAVD 88     -         2.756  (meters)       9.04   (feet)  ADJUSTED  
 AF6853  ___________________________________________________________________
 AF6853  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AF6853  DYNAMIC HT  -           2.752 (meters)       9.03  (feet)  COMP
 AF6853  MODELED GRAV-     979,162.7   (mgal)                       NAVD 88
 AF6853
 AF6853  VERT ORDER  -  SECOND    CLASS II
 AF6853
 AF6853.The horizontal coordinates were scaled from a topographic map and have
 AF6853.an estimated accuracy of +/- 6 seconds.
 AF6853
 AF6853.The orthometric height was determined by differential leveling
 AF6853.and adjusted by the National Geodetic Survey in June 1991..
 AF6853
 AF6853.The geoid height was determined by GEOID03.
 AF6853
 AF6853.The dynamic height is computed by dividing the NAVD 88
 AF6853.geopotential number by the normal gravity value computed on the
 AF6853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6853.degrees latitude (g = 980.6199 gals.).
 AF6853
 AF6853.The modeled gravity was interpolated from observed gravity values.
 AF6853
 AF6853;                    North         East    Units  Estimated Accuracy
 AF6853;SPC FL E     -   378,990.      259,920.      MT  (+/- 180 meters Scaled)
 AF6853
 AF6853                          SUPERSEDED SURVEY CONTROL
 AF6853
 AF6853  NGVD 29 (09/01/92)    3.205  (m)           10.52   (f) ADJUSTED    2 2
 AF6853
 AF6853.Superseded values are not recommended for survey control.
 AF6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6853.See file dsdata.txt to determine how the superseded data were derived.
 AF6853
 AF6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL598699(NAD 83)
 AF6853_MARKER: DD = SURVEY DISK
 AF6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6853_SP_SET: CONCRETE POST
 AF6853_STAMPING: 88 78 A14 RM 2
 AF6853_PROJECTION: RECESSED 8 CENTIMETERS
 AF6853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6853+STABILITY: SURFACE MOTION
 AF6853
 AF6853  HISTORY     - Date     Condition        Report By
 AF6853  HISTORY     - 1978     MONUMENTED       FLDT
 AF6853  HISTORY     - 198811   GOOD             USPSQD
 AF6853  HISTORY     - 19940707 GOOD             USPSQD
 AF6853  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6853  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6853
 AF6853                          STATION DESCRIPTION
 AF6853
 AF6853'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6853'3.4 MI EAST FROM WABASSO.
 AF6853'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510 ABOUT 2.6
 AF6853'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 0.8
 AF6853'MILE. IT IS 46.4 FEET NORTH NORTHEAST OF A POWER POLE AND 36 FEET
 AF6853'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6853'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6853'DEPARTMENT OF TRANSPORTATION.
 AF6853'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 AF6853
 AF6853                          STATION RECOVERY (1988)
 AF6853
 AF6853'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6853'RECOVERED IN GOOD CONDITION.
 AF6853
 AF6853                          STATION RECOVERY (1994)
 AF6853
 AF6853'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6853'RECOVERED IN GOOD CONDITION.
 AF6853
 AF6853                          STATION RECOVERY (1996)
 AF6853
 AF6853'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6853'MARK NOT FOUND.
 AF6853
 AF6853                          STATION RECOVERY (1997)
 AF6853
 AF6853'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6857 ***********************************************************************
 AF6857  DESIGNATION -  88 78 A 15
 AF6857  PID         -  AF6857
 AF6857  STATE/COUNTY-  FL/INDIAN RIVER
 AF6857  USGS QUAD   -  VERO BEACH (1983)
 AF6857
 AF6857                         *CURRENT SURVEY CONTROL
 AF6857  ___________________________________________________________________
 AF6857* NAD 83(1999)-  27 44 25.15018(N)    080 23 07.80601(W)     ADJUSTED  
 AF6857* NAVD 88     -         3.000  (meters)       9.84   (feet)  ADJUSTED  
 AF6857  ___________________________________________________________________
 AF6857  X           -     943,511.139 (meters)                     COMP
 AF6857  Y           -  -5,569,801.182 (meters)                     COMP
 AF6857  Z           -   2,951,054.466 (meters)                     COMP
 AF6857  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AF6857  ELLIP HEIGHT-         -24.93  (meters)          (05/31/01) GPS OBS
 AF6857  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AF6857  DYNAMIC HT  -           2.996 (meters)       9.83  (feet)  COMP
 AF6857  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AF6857
 AF6857  HORZ ORDER  -  FIRST
 AF6857  VERT ORDER  -  SECOND    CLASS II
 AF6857  ELLP ORDER  -  FOURTH    CLASS I
 AF6857
 AF6857.The horizontal coordinates were established by GPS observations
 AF6857.and adjusted by the National Geodetic Survey in May 2001..
 AF6857
 AF6857.The orthometric height was determined by differential leveling
 AF6857.and adjusted by the National Geodetic Survey in June 1991..
 AF6857
 AF6857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6857
 AF6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6857
 AF6857.The ellipsoidal height was determined by GPS observations
 AF6857.and is referenced to NAD 83.
 AF6857
 AF6857.The geoid height was determined by GEOID03.
 AF6857
 AF6857.The dynamic height is computed by dividing the NAVD 88
 AF6857.geopotential number by the normal gravity value computed on the
 AF6857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6857.degrees latitude (g = 980.6199 gals.).
 AF6857
 AF6857.The modeled gravity was interpolated from observed gravity values.
 AF6857
 AF6857;                    North         East     Units Scale Factor Converg.
 AF6857;SPC FL E     -   377,584.797   260,584.580   MT  0.99998647   +0 17 09.7
 AF6857;SPC FL E     - 1,238,792.79    854,934.58   sFT  0.99998647   +0 17 09.7
 AF6857;UTM  17      - 3,068,587.948   560,563.909   MT  0.99964527   +0 17 09.7
 AF6857
 AF6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6857!SPC FL E     -   1.00000392  x   0.99998647  =   0.99999039
 AF6857!UTM  17      -   1.00000392  x   0.99964527  =   0.99964918
 AF6857
 AF6857                          SUPERSEDED SURVEY CONTROL
 AF6857
 AF6857  NAD 83(1990)-  27 44 25.14895(N)    080 23 07.80706(W) AD(       ) 1
 AF6857  ELLIP H (06/26/95)  -24.88   (m)                       GP(       ) 3 1
 AF6857  NAVD 88 (06/26/95)    3.00   (m)            9.8    (f) LEVELING    3  
 AF6857  NGVD 29 (09/01/92)    3.451  (m)           11.32   (f) ADJUSTED    2 2
 AF6857
 AF6857.Superseded values are not recommended for survey control.
 AF6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6857.See file dsdata.txt to determine how the superseded data were derived.
 AF6857
 AF6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6056468588(NAD 83)
 AF6857_MARKER: DD = SURVEY DISK
 AF6857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6857_SP_SET: CONCRETE POST
 AF6857_STAMPING: 88 78 A 15
 AF6857_MARK LOGO: FLDT  
 AF6857_PROJECTION: FLUSH
 AF6857_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF6857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6857+STABILITY: SURFACE MOTION
 AF6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6857+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1998
 AF6857
 AF6857  HISTORY     - Date     Condition        Report By
 AF6857  HISTORY     - 1978     MONUMENTED       FLDT
 AF6857  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6857  HISTORY     - 19940927 GOOD             GCYI
 AF6857  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6857  HISTORY     - 19980624 GOOD             GCYI
 AF6857
 AF6857                          STATION DESCRIPTION
 AF6857
 AF6857'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6857'4.4 MI SE FROM WABASSO.
 AF6857'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6857'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 1.8
 AF6857'MILES. IT IS 25 FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 AF6857'AND 18.1 FEET WEST SOUTHWEST OF A POWERLINE BRACE POLE.
 AF6857'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6857'DEPARTMENT OF TRANSPORTATION.
 AF6857'THE MARK IS 5 FT  WSW FROM A WITNESS POST.
 AF6857
 AF6857                          STATION RECOVERY (1988)
 AF6857
 AF6857'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6857'MARK NOT FOUND.
 AF6857
 AF6857                          STATION RECOVERY (1994)
 AF6857
 AF6857'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (ERM)
 AF6857'RECOVERED IN GOOD CONDITION EXCEPT ADD THIS MEASUREMENT, THE STATION
 AF6857'IS 5.0 FT (1.5 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 AF6857
 AF6857                          STATION RECOVERY (1997)
 AF6857
 AF6857'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6857'MARK NOT FOUND.
 AF6857
 AF6857                          STATION RECOVERY (1998)
 AF6857
 AF6857'RECOVERY NOTE BY G.C.Y., INCORPORATED 1998 (PA)
 AF6857'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6856 ***********************************************************************
 AF6856  DESIGNATION -  88 78 A 15 RM 1 FLDNR
 AF6856  PID         -  AF6856
 AF6856  STATE/COUNTY-  FL/INDIAN RIVER
 AF6856  USGS QUAD   -  VERO BEACH (1983)
 AF6856
 AF6856                         *CURRENT SURVEY CONTROL
 AF6856  ___________________________________________________________________
 AF6856* NAD 83(1986)-  27 44 25.     (N)    080 23 08.     (W)     SCALED    
 AF6856* NAVD 88     -         3.367  (meters)      11.05   (feet)  ADJUSTED  
 AF6856  ___________________________________________________________________
 AF6856  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AF6856  DYNAMIC HT  -           3.362 (meters)      11.03  (feet)  COMP
 AF6856  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AF6856
 AF6856  VERT ORDER  -  SECOND    CLASS II
 AF6856
 AF6856.The horizontal coordinates were scaled from a topographic map and have
 AF6856.an estimated accuracy of +/- 6 seconds.
 AF6856
 AF6856.The orthometric height was determined by differential leveling
 AF6856.and adjusted by the National Geodetic Survey in June 1991..
 AF6856
 AF6856.The geoid height was determined by GEOID03.
 AF6856
 AF6856.The dynamic height is computed by dividing the NAVD 88
 AF6856.geopotential number by the normal gravity value computed on the
 AF6856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6856.degrees latitude (g = 980.6199 gals.).
 AF6856
 AF6856.The modeled gravity was interpolated from observed gravity values.
 AF6856
 AF6856;                    North         East    Units  Estimated Accuracy
 AF6856;SPC FL E     -   377,580.      260,580.      MT  (+/- 180 meters Scaled)
 AF6856
 AF6856                          SUPERSEDED SURVEY CONTROL
 AF6856
 AF6856  NGVD 29 (09/01/92)    3.818  (m)           12.53   (f) ADJUSTED    2 2
 AF6856
 AF6856.Superseded values are not recommended for survey control.
 AF6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6856.See file dsdata.txt to determine how the superseded data were derived.
 AF6856
 AF6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL605685(NAD 83)
 AF6856_MARKER: DD = SURVEY DISK
 AF6856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6856_SP_SET: CONCRETE POST
 AF6856_STAMPING: 88 78 A15 RM NO 1
 AF6856_PROJECTION: RECESSED 8 CENTIMETERS
 AF6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6856+STABILITY: SURFACE MOTION
 AF6856
 AF6856  HISTORY     - Date     Condition        Report By
 AF6856  HISTORY     - 1978     MONUMENTED       FLDT
 AF6856  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6856  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6856  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6856  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6856
 AF6856                          STATION DESCRIPTION
 AF6856
 AF6856'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6856'4.4 MI SE FROM WABASSO.
 AF6856'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6856'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 1.8
 AF6856'MILES. IT IS 43.2 FEET NORTHWEST OF A POWERLINE BRACE POLE AND 39.1
 AF6856'FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6856'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6856'DEPARTMENT OF TRANSPORTATION.
 AF6856'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 AF6856
 AF6856                          STATION RECOVERY (1988)
 AF6856
 AF6856'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6856'MARK NOT FOUND.
 AF6856
 AF6856                          STATION RECOVERY (1994)
 AF6856
 AF6856'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6856'MARK NOT FOUND.
 AF6856
 AF6856                          STATION RECOVERY (1996)
 AF6856
 AF6856'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6856'MARK NOT FOUND.
 AF6856
 AF6856                          STATION RECOVERY (1997)
 AF6856
 AF6856'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6858 ***********************************************************************
 AF6858  DESIGNATION -  88 78 A 15 RM 2 FLDNR
 AF6858  PID         -  AF6858
 AF6858  STATE/COUNTY-  FL/INDIAN RIVER
 AF6858  USGS QUAD   -  VERO BEACH (1983)
 AF6858
 AF6858                         *CURRENT SURVEY CONTROL
 AF6858  ___________________________________________________________________
 AF6858* NAD 83(1986)-  27 44 25.     (N)    080 23 08.     (W)     SCALED    
 AF6858* NAVD 88     -         3.400  (meters)      11.15   (feet)  ADJUSTED  
 AF6858  ___________________________________________________________________
 AF6858  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AF6858  DYNAMIC HT  -           3.395 (meters)      11.14  (feet)  COMP
 AF6858  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AF6858
 AF6858  VERT ORDER  -  SECOND    CLASS II
 AF6858
 AF6858.The horizontal coordinates were scaled from a topographic map and have
 AF6858.an estimated accuracy of +/- 6 seconds.
 AF6858
 AF6858.The orthometric height was determined by differential leveling
 AF6858.and adjusted by the National Geodetic Survey in June 1991..
 AF6858
 AF6858.The geoid height was determined by GEOID03.
 AF6858
 AF6858.The dynamic height is computed by dividing the NAVD 88
 AF6858.geopotential number by the normal gravity value computed on the
 AF6858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6858.degrees latitude (g = 980.6199 gals.).
 AF6858
 AF6858.The modeled gravity was interpolated from observed gravity values.
 AF6858
 AF6858;                    North         East    Units  Estimated Accuracy
 AF6858;SPC FL E     -   377,580.      260,580.      MT  (+/- 180 meters Scaled)
 AF6858
 AF6858                          SUPERSEDED SURVEY CONTROL
 AF6858
 AF6858  NGVD 29 (09/01/92)    3.851  (m)           12.63   (f) ADJUSTED    2 2
 AF6858
 AF6858.Superseded values are not recommended for survey control.
 AF6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6858.See file dsdata.txt to determine how the superseded data were derived.
 AF6858
 AF6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL605685(NAD 83)
 AF6858_MARKER: DD = SURVEY DISK
 AF6858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6858_SP_SET: CONCRETE POST
 AF6858_STAMPING: 88 78 A15 RM NO 2
 AF6858_PROJECTION: RECESSED 8 CENTIMETERS
 AF6858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6858+STABILITY: SURFACE MOTION
 AF6858
 AF6858  HISTORY     - Date     Condition        Report By
 AF6858  HISTORY     - 1978     MONUMENTED       FLDT
 AF6858  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6858  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6858  HISTORY     - 19970911 MARK NOT FOUND   USPSQD
 AF6858
 AF6858                          STATION DESCRIPTION
 AF6858
 AF6858'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6858'4.4 MI SE FROM WABASSO.
 AF6858'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6858'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 1.8
 AF6858'MILES. IT IS 41.7 FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 AF6858'AND 34.8 FEET SOUTHEAST OF A POWERLINE BRACE POLE.
 AF6858'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6858'DEPARTMENT OF TRANSPORTATION.
 AF6858'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 AF6858
 AF6858                          STATION RECOVERY (1994)
 AF6858
 AF6858'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6858'MARK NOT FOUND.
 AF6858
 AF6858                          STATION RECOVERY (1996)
 AF6858
 AF6858'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6858'MARK NOT FOUND.
 AF6858
 AF6858                          STATION RECOVERY (1997)
 AF6858
 AF6858'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6860 ***********************************************************************
 AF6860  DESIGNATION -  88 78 A 16 FLDNR
 AF6860  PID         -  AF6860
 AF6860  STATE/COUNTY-  FL/INDIAN RIVER
 AF6860  USGS QUAD   -  VERO BEACH (1983)
 AF6860
 AF6860                         *CURRENT SURVEY CONTROL
 AF6860  ___________________________________________________________________
 AF6860* NAD 83(1986)-  27 43 44.     (N)    080 22 54.     (W)     SCALED    
 AF6860* NAVD 88     -         2.720  (meters)       8.92   (feet)  ADJUSTED  
 AF6860  ___________________________________________________________________
 AF6860  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AF6860  DYNAMIC HT  -           2.716 (meters)       8.91  (feet)  COMP
 AF6860  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 AF6860
 AF6860  VERT ORDER  -  SECOND    CLASS II
 AF6860
 AF6860.The horizontal coordinates were scaled from a topographic map and have
 AF6860.an estimated accuracy of +/- 6 seconds.
 AF6860
 AF6860.The orthometric height was determined by differential leveling
 AF6860.and adjusted by the National Geodetic Survey in June 1991..
 AF6860
 AF6860.The geoid height was determined by GEOID03.
 AF6860
 AF6860.The dynamic height is computed by dividing the NAVD 88
 AF6860.geopotential number by the normal gravity value computed on the
 AF6860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6860.degrees latitude (g = 980.6199 gals.).
 AF6860
 AF6860.The modeled gravity was interpolated from observed gravity values.
 AF6860
 AF6860;                    North         East    Units  Estimated Accuracy
 AF6860;SPC FL E     -   376,320.      260,970.      MT  (+/- 180 meters Scaled)
 AF6860
 AF6860                          SUPERSEDED SURVEY CONTROL
 AF6860
 AF6860  NGVD 29 (09/01/92)    3.172  (m)           10.41   (f) ADJUSTED    2 2
 AF6860
 AF6860.Superseded values are not recommended for survey control.
 AF6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6860.See file dsdata.txt to determine how the superseded data were derived.
 AF6860
 AF6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL609673(NAD 83)
 AF6860_MARKER: DD = SURVEY DISK
 AF6860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6860_SP_SET: CONCRETE POST
 AF6860_STAMPING: 88 78 A16
 AF6860_PROJECTION: RECESSED 15 CENTIMETERS
 AF6860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6860+STABILITY: SURFACE MOTION
 AF6860
 AF6860  HISTORY     - Date     Condition        Report By
 AF6860  HISTORY     - 1978     MONUMENTED       FLDT
 AF6860  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6860  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6860
 AF6860                          STATION DESCRIPTION
 AF6860
 AF6860'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6860'5.1 MI SE FROM WABASSO.
 AF6860'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6860'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 2.5
 AF6860'MILES. IT IS ABOUT 500 FEET SOUTH OF AN INTERSECTION, 25.4 FEET EAST
 AF6860'OF THE BRUSH LINE, AND 22.4 FEET WEST OF THE CENTERLINE OF THE
 AF6860'HIGHWAY.
 AF6860'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6860'DEPARTMENT OF TRANSPORTATION.
 AF6860'THE MARK IS 3 FT  E FROM A WITNESS POST.
 AF6860
 AF6860                          STATION RECOVERY (1994)
 AF6860
 AF6860'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6860'MARK NOT FOUND.
 AF6860
 AF6860                          STATION RECOVERY (1996)
 AF6860
 AF6860'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6861 ***********************************************************************
 AF6861  DESIGNATION -  88 78 A 16 RM 1 FLDNR
 AF6861  PID         -  AF6861
 AF6861  STATE/COUNTY-  FL/INDIAN RIVER
 AF6861  USGS QUAD   -  VERO BEACH (1983)
 AF6861
 AF6861                         *CURRENT SURVEY CONTROL
 AF6861  ___________________________________________________________________
 AF6861* NAD 83(1986)-  27 43 44.     (N)    080 22 54.     (W)     SCALED    
 AF6861* NAVD 88     -         2.993  (meters)       9.82   (feet)  ADJUSTED  
 AF6861  ___________________________________________________________________
 AF6861  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AF6861  DYNAMIC HT  -           2.989 (meters)       9.81  (feet)  COMP
 AF6861  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 AF6861
 AF6861  VERT ORDER  -  SECOND    CLASS II
 AF6861
 AF6861.The horizontal coordinates were scaled from a topographic map and have
 AF6861.an estimated accuracy of +/- 6 seconds.
 AF6861
 AF6861.The orthometric height was determined by differential leveling
 AF6861.and adjusted by the National Geodetic Survey in June 1991..
 AF6861
 AF6861.The geoid height was determined by GEOID03.
 AF6861
 AF6861.The dynamic height is computed by dividing the NAVD 88
 AF6861.geopotential number by the normal gravity value computed on the
 AF6861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6861.degrees latitude (g = 980.6199 gals.).
 AF6861
 AF6861.The modeled gravity was interpolated from observed gravity values.
 AF6861
 AF6861;                    North         East    Units  Estimated Accuracy
 AF6861;SPC FL E     -   376,320.      260,970.      MT  (+/- 180 meters Scaled)
 AF6861
 AF6861                          SUPERSEDED SURVEY CONTROL
 AF6861
 AF6861  NGVD 29 (09/01/92)    3.445  (m)           11.30   (f) ADJUSTED    2 2
 AF6861
 AF6861.Superseded values are not recommended for survey control.
 AF6861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6861.See file dsdata.txt to determine how the superseded data were derived.
 AF6861
 AF6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL609673(NAD 83)
 AF6861_MARKER: DD = SURVEY DISK
 AF6861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6861_SP_SET: CONCRETE POST
 AF6861_STAMPING: 88 78 A16 RM NO 1
 AF6861_PROJECTION: RECESSED 3 CENTIMETERS
 AF6861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6861+STABILITY: SURFACE MOTION
 AF6861
 AF6861  HISTORY     - Date     Condition        Report By
 AF6861  HISTORY     - 1978     MONUMENTED       FLDT
 AF6861  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6861  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6861
 AF6861                          STATION DESCRIPTION
 AF6861
 AF6861'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6861'5.1 MI SE FROM WABASSO.
 AF6861'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6861'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 2.5
 AF6861'MILES. IT IS ABOUT 500 FEET SOUTH OF AN INTERSECTION, 39.7 FEET WEST
 AF6861'OF THE CENTERLINE OF THE HIGHWAY AND 11.4 FEET EAST OF THE BRUSH LINE.
 AF6861'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6861'DEPARTMENT OF TRANSPORTATION.
 AF6861'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6861
 AF6861                          STATION RECOVERY (1994)
 AF6861
 AF6861'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6861'MARK NOT FOUND.
 AF6861
 AF6861                          STATION RECOVERY (1996)
 AF6861
 AF6861'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6859 ***********************************************************************
 AF6859  DESIGNATION -  88 78 A 16 RM 2 FLDNR
 AF6859  PID         -  AF6859
 AF6859  STATE/COUNTY-  FL/INDIAN RIVER
 AF6859  USGS QUAD   -  VERO BEACH (1983)
 AF6859
 AF6859                         *CURRENT SURVEY CONTROL
 AF6859  ___________________________________________________________________
 AF6859* NAD 83(1986)-  27 43 44.     (N)    080 22 54.     (W)     SCALED    
 AF6859* NAVD 88     -         2.994  (meters)       9.82   (feet)  ADJUSTED  
 AF6859  ___________________________________________________________________
 AF6859  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AF6859  DYNAMIC HT  -           2.989 (meters)       9.81  (feet)  COMP
 AF6859  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 AF6859
 AF6859  VERT ORDER  -  SECOND    CLASS II
 AF6859
 AF6859.The horizontal coordinates were scaled from a topographic map and have
 AF6859.an estimated accuracy of +/- 6 seconds.
 AF6859
 AF6859.The orthometric height was determined by differential leveling
 AF6859.and adjusted by the National Geodetic Survey in June 1991..
 AF6859
 AF6859.The geoid height was determined by GEOID03.
 AF6859
 AF6859.The dynamic height is computed by dividing the NAVD 88
 AF6859.geopotential number by the normal gravity value computed on the
 AF6859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6859.degrees latitude (g = 980.6199 gals.).
 AF6859
 AF6859.The modeled gravity was interpolated from observed gravity values.
 AF6859
 AF6859;                    North         East    Units  Estimated Accuracy
 AF6859;SPC FL E     -   376,320.      260,970.      MT  (+/- 180 meters Scaled)
 AF6859
 AF6859                          SUPERSEDED SURVEY CONTROL
 AF6859
 AF6859  NGVD 29 (09/01/92)    3.445  (m)           11.30   (f) ADJUSTED    2 2
 AF6859
 AF6859.Superseded values are not recommended for survey control.
 AF6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6859.See file dsdata.txt to determine how the superseded data were derived.
 AF6859
 AF6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL609673(NAD 83)
 AF6859_MARKER: DD = SURVEY DISK
 AF6859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6859_SP_SET: CONCRETE POST
 AF6859_STAMPING: 88 78 A16 RM NO 2
 AF6859_PROJECTION: RECESSED 3 CENTIMETERS
 AF6859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6859+STABILITY: SURFACE MOTION
 AF6859
 AF6859  HISTORY     - Date     Condition        Report By
 AF6859  HISTORY     - 1978     MONUMENTED       FLDT
 AF6859  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6859  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6859  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6859
 AF6859                          STATION DESCRIPTION
 AF6859
 AF6859'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6859'5.1 MI SE FROM WABASSO.
 AF6859'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6
 AF6859'MILES NORTHEAST OF WABASSO, GO SOUTHEAST ON STATE ROAD A1A FOR 2.5
 AF6859'MILES. IT IS ABOUT 500 FEET SOUTH OF AN INTERSECTION, 37.7 FEET WEST
 AF6859'OF THE CENTERLINE OF THE HIGHWAY AND 12.8 FEET EAST OF THE BRUSH LINE.
 AF6859'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6859'DEPARTMENT OF TRANSPORTATION.
 AF6859'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AF6859
 AF6859                          STATION RECOVERY (1988)
 AF6859
 AF6859'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6859'MARK NOT FOUND.
 AF6859
 AF6859                          STATION RECOVERY (1994)
 AF6859
 AF6859'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6859'MARK NOT FOUND.
 AF6859
 AF6859                          STATION RECOVERY (1996)
 AF6859
 AF6859'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6863 ***********************************************************************
 AF6863  DESIGNATION -  88 78 A 17 FLDNR
 AF6863  PID         -  AF6863
 AF6863  STATE/COUNTY-  FL/INDIAN RIVER
 AF6863  USGS QUAD   -  VERO BEACH (1983)
 AF6863
 AF6863                         *CURRENT SURVEY CONTROL
 AF6863  ___________________________________________________________________
 AF6863* NAD 83(1986)-  27 43 06.     (N)    080 22 41.     (W)     SCALED    
 AF6863* NAVD 88     -         2.893  (meters)       9.49   (feet)  ADJUSTED  
 AF6863  ___________________________________________________________________
 AF6863  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AF6863  DYNAMIC HT  -           2.888 (meters)       9.47  (feet)  COMP
 AF6863  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AF6863
 AF6863  VERT ORDER  -  SECOND    CLASS II
 AF6863
 AF6863.The horizontal coordinates were scaled from a topographic map and have
 AF6863.an estimated accuracy of +/- 6 seconds.
 AF6863
 AF6863.The orthometric height was determined by differential leveling
 AF6863.and adjusted by the National Geodetic Survey in June 1991..
 AF6863
 AF6863.The geoid height was determined by GEOID03.
 AF6863
 AF6863.The dynamic height is computed by dividing the NAVD 88
 AF6863.geopotential number by the normal gravity value computed on the
 AF6863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6863.degrees latitude (g = 980.6199 gals.).
 AF6863
 AF6863.The modeled gravity was interpolated from observed gravity values.
 AF6863
 AF6863;                    North         East    Units  Estimated Accuracy
 AF6863;SPC FL E     -   375,150.      261,330.      MT  (+/- 180 meters Scaled)
 AF6863
 AF6863                          SUPERSEDED SURVEY CONTROL
 AF6863
 AF6863  NGVD 29 (09/01/92)    3.344  (m)           10.97   (f) ADJUSTED    2 2
 AF6863
 AF6863.Superseded values are not recommended for survey control.
 AF6863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6863.See file dsdata.txt to determine how the superseded data were derived.
 AF6863
 AF6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL613661(NAD 83)
 AF6863_MARKER: DD = SURVEY DISK
 AF6863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6863_SP_SET: CONCRETE POST
 AF6863_STAMPING: 88 78 A17
 AF6863_PROJECTION: RECESSED 8 CENTIMETERS
 AF6863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6863+STABILITY: SURFACE MOTION
 AF6863
 AF6863  HISTORY     - Date     Condition        Report By
 AF6863  HISTORY     - 1978     MONUMENTED       FLDT
 AF6863  HISTORY     - 198810   GOOD             USPSQD
 AF6863  HISTORY     - 19940801 GOOD             USPSQD
 AF6863  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 AF6863  HISTORY     - 19971016 GOOD             USPSQD
 AF6863
 AF6863                          STATION DESCRIPTION
 AF6863
 AF6863'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6863'4.7 MI NORTH FROM VERO BEACH.
 AF6863'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6863'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 4.7 MILES. IT
 AF6863'IS 35.2 FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 9
 AF6863'FEET SOUTHWEST OF A POWER POLE.
 AF6863'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6863'DEPARTMENT OF TRANSPORTATION.
 AF6863'THE MARK IS 12 FT  WSW FROM A WITNESS POST.
 AF6863
 AF6863                          STATION RECOVERY (1988)
 AF6863
 AF6863'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6863'RECOVERED IN GOOD CONDITION.
 AF6863
 AF6863                          STATION RECOVERY (1994)
 AF6863
 AF6863'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6863'RECOVERED IN GOOD CONDITION.
 AF6863
 AF6863                          STATION RECOVERY (1997)
 AF6863
 AF6863'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6863'MARK NOT FOUND.
 AF6863
 AF6863                          STATION RECOVERY (1997)
 AF6863
 AF6863'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6864 ***********************************************************************
 AF6864  DESIGNATION -  88 78 A 17 RM 1 FLDNR
 AF6864  PID         -  AF6864
 AF6864  STATE/COUNTY-  FL/INDIAN RIVER
 AF6864  USGS QUAD   -  VERO BEACH (1983)
 AF6864
 AF6864                         *CURRENT SURVEY CONTROL
 AF6864  ___________________________________________________________________
 AF6864* NAD 83(1986)-  27 43 06.     (N)    080 22 41.     (W)     SCALED    
 AF6864* NAVD 88     -         3.031  (meters)       9.94   (feet)  ADJUSTED  
 AF6864  ___________________________________________________________________
 AF6864  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AF6864  DYNAMIC HT  -           3.026 (meters)       9.93  (feet)  COMP
 AF6864  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AF6864
 AF6864  VERT ORDER  -  SECOND    CLASS II
 AF6864
 AF6864.The horizontal coordinates were scaled from a topographic map and have
 AF6864.an estimated accuracy of +/- 6 seconds.
 AF6864
 AF6864.The orthometric height was determined by differential leveling
 AF6864.and adjusted by the National Geodetic Survey in June 1991..
 AF6864
 AF6864.The geoid height was determined by GEOID03.
 AF6864
 AF6864.The dynamic height is computed by dividing the NAVD 88
 AF6864.geopotential number by the normal gravity value computed on the
 AF6864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6864.degrees latitude (g = 980.6199 gals.).
 AF6864
 AF6864.The modeled gravity was interpolated from observed gravity values.
 AF6864
 AF6864;                    North         East    Units  Estimated Accuracy
 AF6864;SPC FL E     -   375,150.      261,330.      MT  (+/- 180 meters Scaled)
 AF6864
 AF6864                          SUPERSEDED SURVEY CONTROL
 AF6864
 AF6864  NGVD 29 (09/01/92)    3.482  (m)           11.42   (f) ADJUSTED    2 2
 AF6864
 AF6864.Superseded values are not recommended for survey control.
 AF6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6864.See file dsdata.txt to determine how the superseded data were derived.
 AF6864
 AF6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL613661(NAD 83)
 AF6864_MARKER: DD = SURVEY DISK
 AF6864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6864_SP_SET: CONCRETE POST
 AF6864_STAMPING: 88 78 A17 RM NO 1
 AF6864_PROJECTION: RECESSED 5 CENTIMETERS
 AF6864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6864+STABILITY: SURFACE MOTION
 AF6864
 AF6864  HISTORY     - Date     Condition        Report By
 AF6864  HISTORY     - 1978     MONUMENTED       FLDT
 AF6864  HISTORY     - 198810   MARK NOT FOUND   USPSQD
 AF6864  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6864  HISTORY     - 19970109 GOOD             USPSQD
 AF6864  HISTORY     - 19971016 MARK NOT FOUND   USPSQD
 AF6864
 AF6864                          STATION DESCRIPTION
 AF6864
 AF6864'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6864'4.7 MI NORTH FROM VERO BEACH.
 AF6864'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6864'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 4.7 MILES. IT
 AF6864'IS 40.3 FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 39.4
 AF6864'FEET SOUTHEAST OF A POWER POLE.
 AF6864'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6864'DEPARTMENT OF TRANSPORTATION.
 AF6864'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 AF6864
 AF6864                          STATION RECOVERY (1988)
 AF6864
 AF6864'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6864'MARK NOT FOUND.
 AF6864
 AF6864                          STATION RECOVERY (1994)
 AF6864
 AF6864'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6864'MARK NOT FOUND.
 AF6864
 AF6864                          STATION RECOVERY (1997)
 AF6864
 AF6864'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6864'RECOVERED IN GOOD CONDITION.
 AF6864
 AF6864                          STATION RECOVERY (1997)
 AF6864
 AF6864'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6862 ***********************************************************************
 AF6862  DESIGNATION -  88 78 A 17 RM 2 FLDNR
 AF6862  PID         -  AF6862
 AF6862  STATE/COUNTY-  FL/INDIAN RIVER
 AF6862  USGS QUAD   -  VERO BEACH (1983)
 AF6862
 AF6862                         *CURRENT SURVEY CONTROL
 AF6862  ___________________________________________________________________
 AF6862* NAD 83(1986)-  27 43 06.     (N)    080 22 41.     (W)     SCALED    
 AF6862* NAVD 88     -         3.023  (meters)       9.92   (feet)  ADJUSTED  
 AF6862  ___________________________________________________________________
 AF6862  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AF6862  DYNAMIC HT  -           3.019 (meters)       9.90  (feet)  COMP
 AF6862  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AF6862
 AF6862  VERT ORDER  -  SECOND    CLASS II
 AF6862
 AF6862.The horizontal coordinates were scaled from a topographic map and have
 AF6862.an estimated accuracy of +/- 6 seconds.
 AF6862
 AF6862.The orthometric height was determined by differential leveling
 AF6862.and adjusted by the National Geodetic Survey in June 1991..
 AF6862
 AF6862.The geoid height was determined by GEOID03.
 AF6862
 AF6862.The dynamic height is computed by dividing the NAVD 88
 AF6862.geopotential number by the normal gravity value computed on the
 AF6862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6862.degrees latitude (g = 980.6199 gals.).
 AF6862
 AF6862.The modeled gravity was interpolated from observed gravity values.
 AF6862
 AF6862;                    North         East    Units  Estimated Accuracy
 AF6862;SPC FL E     -   375,150.      261,330.      MT  (+/- 180 meters Scaled)
 AF6862
 AF6862                          SUPERSEDED SURVEY CONTROL
 AF6862
 AF6862  NGVD 29 (09/01/92)    3.475  (m)           11.40   (f) ADJUSTED    2 2
 AF6862
 AF6862.Superseded values are not recommended for survey control.
 AF6862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6862.See file dsdata.txt to determine how the superseded data were derived.
 AF6862
 AF6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL613661(NAD 83)
 AF6862_MARKER: DD = SURVEY DISK
 AF6862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6862_SP_SET: CONCRETE POST
 AF6862_STAMPING: 88 78 A17 RM NO 2
 AF6862_PROJECTION: PROJECTING 5 CENTIMETERS
 AF6862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6862+STABILITY: SURFACE MOTION
 AF6862
 AF6862  HISTORY     - Date     Condition        Report By
 AF6862  HISTORY     - 1978     MONUMENTED       FLDT
 AF6862  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6862  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 AF6862  HISTORY     - 19971016 MARK NOT FOUND   USPSQD
 AF6862
 AF6862                          STATION DESCRIPTION
 AF6862
 AF6862'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6862'4.7 MI NORTH FROM VERO BEACH.
 AF6862'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6862'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 4.7 MILES IT
 AF6862'IS 56.5 FEET NORTHWEST OF A POWER POLE AND 39.3 FEET EAST NORTHEAST OF
 AF6862'THE CENTERLINE OF THE HIGHWAY.
 AF6862'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6862'DEPARTMENT OF TRANSPORTATION.
 AF6862'THE MARK IS 1 FT  WNW FROM A WITNESS POST.
 AF6862
 AF6862                          STATION RECOVERY (1994)
 AF6862
 AF6862'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6862'MARK NOT FOUND.
 AF6862
 AF6862                          STATION RECOVERY (1997)
 AF6862
 AF6862'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6862'MARK NOT FOUND.
 AF6862
 AF6862                          STATION RECOVERY (1997)
 AF6862
 AF6862'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6866 ***********************************************************************
 AF6866  DESIGNATION -  88 78 A 18 FLDNR
 AF6866  PID         -  AF6866
 AF6866  STATE/COUNTY-  FL/INDIAN RIVER
 AF6866  USGS QUAD   -  VERO BEACH (1983)
 AF6866
 AF6866                         *CURRENT SURVEY CONTROL
 AF6866  ___________________________________________________________________
 AF6866* NAD 83(1986)-  27 42 25.     (N)    080 22 29.     (W)     SCALED    
 AF6866* NAVD 88     -         2.446  (meters)       8.02   (feet)  ADJUSTED  
 AF6866  ___________________________________________________________________
 AF6866  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AF6866  DYNAMIC HT  -           2.442 (meters)       8.01  (feet)  COMP
 AF6866  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 AF6866
 AF6866  VERT ORDER  -  SECOND    CLASS II
 AF6866
 AF6866.The horizontal coordinates were scaled from a topographic map and have
 AF6866.an estimated accuracy of +/- 6 seconds.
 AF6866
 AF6866.The orthometric height was determined by differential leveling
 AF6866.and adjusted by the National Geodetic Survey in June 1991..
 AF6866
 AF6866.The geoid height was determined by GEOID03.
 AF6866
 AF6866.The dynamic height is computed by dividing the NAVD 88
 AF6866.geopotential number by the normal gravity value computed on the
 AF6866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6866.degrees latitude (g = 980.6199 gals.).
 AF6866
 AF6866.The modeled gravity was interpolated from observed gravity values.
 AF6866
 AF6866;                    North         East    Units  Estimated Accuracy
 AF6866;SPC FL E     -   373,890.      261,670.      MT  (+/- 180 meters Scaled)
 AF6866
 AF6866                          SUPERSEDED SURVEY CONTROL
 AF6866
 AF6866  NGVD 29 (09/01/92)    2.899  (m)            9.51   (f) ADJUSTED    2 2
 AF6866
 AF6866.Superseded values are not recommended for survey control.
 AF6866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6866.See file dsdata.txt to determine how the superseded data were derived.
 AF6866
 AF6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616648(NAD 83)
 AF6866_MARKER: DD = SURVEY DISK
 AF6866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6866_SP_SET: CONCRETE POST
 AF6866_STAMPING: 88 78 A18
 AF6866_PROJECTION: RECESSED 15 CENTIMETERS
 AF6866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6866+STABILITY: SURFACE MOTION
 AF6866
 AF6866  HISTORY     - Date     Condition        Report By
 AF6866  HISTORY     - 1978     MONUMENTED       FLDT
 AF6866  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6866  HISTORY     - 19940801 GOOD             USPSQD
 AF6866  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 AF6866  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6866
 AF6866                          STATION DESCRIPTION
 AF6866
 AF6866'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6866'3.9 MI NORTH FROM VERO BEACH.
 AF6866'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6866'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 3.9 MILES. IT
 AF6866'IS 21.8 FEET WEST SOUTHWEST OF A POWER POLE AND 21.5 FEET EAST
 AF6866'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6866'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6866'DEPARTMENT OF TRANSPORTATION.
 AF6866'THE MARK IS 3 FT  WSW FROM A WITNESS POST.
 AF6866
 AF6866                          STATION RECOVERY (1988)
 AF6866
 AF6866'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6866'MARK NOT FOUND.
 AF6866
 AF6866                          STATION RECOVERY (1994)
 AF6866
 AF6866'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6866'RECOVERED IN GOOD CONDITION.
 AF6866
 AF6866                          STATION RECOVERY (1997)
 AF6866
 AF6866'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6866'MARK NOT FOUND.
 AF6866
 AF6866                          STATION RECOVERY (1998)
 AF6866
 AF6866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6865 ***********************************************************************
 AF6865  DESIGNATION -  88 78 A 18 RM 1 FLDNR
 AF6865  PID         -  AF6865
 AF6865  STATE/COUNTY-  FL/INDIAN RIVER
 AF6865  USGS QUAD   -  VERO BEACH (1983)
 AF6865
 AF6865                         *CURRENT SURVEY CONTROL
 AF6865  ___________________________________________________________________
 AF6865* NAD 83(1986)-  27 42 25.     (N)    080 22 29.     (W)     SCALED    
 AF6865* NAVD 88     -         2.329  (meters)       7.64   (feet)  ADJUSTED  
 AF6865  ___________________________________________________________________
 AF6865  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AF6865  DYNAMIC HT  -           2.325 (meters)       7.63  (feet)  COMP
 AF6865  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 AF6865
 AF6865  VERT ORDER  -  SECOND    CLASS II
 AF6865
 AF6865.The horizontal coordinates were scaled from a topographic map and have
 AF6865.an estimated accuracy of +/- 6 seconds.
 AF6865
 AF6865.The orthometric height was determined by differential leveling
 AF6865.and adjusted by the National Geodetic Survey in June 1991..
 AF6865
 AF6865.The geoid height was determined by GEOID03.
 AF6865
 AF6865.The dynamic height is computed by dividing the NAVD 88
 AF6865.geopotential number by the normal gravity value computed on the
 AF6865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6865.degrees latitude (g = 980.6199 gals.).
 AF6865
 AF6865.The modeled gravity was interpolated from observed gravity values.
 AF6865
 AF6865;                    North         East    Units  Estimated Accuracy
 AF6865;SPC FL E     -   373,890.      261,670.      MT  (+/- 180 meters Scaled)
 AF6865
 AF6865                          SUPERSEDED SURVEY CONTROL
 AF6865
 AF6865  NGVD 29 (09/01/92)    2.782  (m)            9.13   (f) ADJUSTED    2 2
 AF6865
 AF6865.Superseded values are not recommended for survey control.
 AF6865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6865.See file dsdata.txt to determine how the superseded data were derived.
 AF6865
 AF6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616648(NAD 83)
 AF6865_MARKER: DD = SURVEY DISK
 AF6865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6865_SP_SET: CONCRETE POST
 AF6865_STAMPING: 88 78 A18 RM NO 1
 AF6865_PROJECTION: RECESSED 8 CENTIMETERS
 AF6865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6865+STABILITY: SURFACE MOTION
 AF6865
 AF6865  HISTORY     - Date     Condition        Report By
 AF6865  HISTORY     - 1978     MONUMENTED       FLDT
 AF6865  HISTORY     - 198810   MARK NOT FOUND   USPSQD
 AF6865  HISTORY     - 198811   GOOD             USPSQD
 AF6865  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6865  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 AF6865  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6865
 AF6865                          STATION DESCRIPTION
 AF6865
 AF6865'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6865'3.9 MI NORTH FROM VERO BEACH.
 AF6865'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6865'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 3.9 MILES. IT
 AF6865'IS 42.5 FEET NORTHWEST OF A POWER POLE AND 35.6 FEET EAST NORTHEAST OF
 AF6865'THE CENTERLINE OF THE HIGHWAY.
 AF6865'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6865'DEPARTMENT OF TRANSPORTATION.
 AF6865'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 AF6865
 AF6865                          STATION RECOVERY (1988)
 AF6865
 AF6865'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6865'MARK NOT FOUND.
 AF6865
 AF6865                          STATION RECOVERY (1988)
 AF6865
 AF6865'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6865'RECOVERED IN GOOD CONDITION.
 AF6865
 AF6865                          STATION RECOVERY (1994)
 AF6865
 AF6865'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6865'MARK NOT FOUND.
 AF6865
 AF6865                          STATION RECOVERY (1997)
 AF6865
 AF6865'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6865'MARK NOT FOUND.
 AF6865
 AF6865                          STATION RECOVERY (1998)
 AF6865
 AF6865'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6867 ***********************************************************************
 AF6867  DESIGNATION -  88 78 A 18 RM 2 FLDNR
 AF6867  PID         -  AF6867
 AF6867  STATE/COUNTY-  FL/INDIAN RIVER
 AF6867  USGS QUAD   -  VERO BEACH (1983)
 AF6867
 AF6867                         *CURRENT SURVEY CONTROL
 AF6867  ___________________________________________________________________
 AF6867* NAD 83(1986)-  27 42 25.     (N)    080 22 29.     (W)     SCALED    
 AF6867* NAVD 88     -         2.303  (meters)       7.56   (feet)  ADJUSTED  
 AF6867  ___________________________________________________________________
 AF6867  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AF6867  DYNAMIC HT  -           2.300 (meters)       7.55  (feet)  COMP
 AF6867  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 AF6867
 AF6867  VERT ORDER  -  SECOND    CLASS II
 AF6867
 AF6867.The horizontal coordinates were scaled from a topographic map and have
 AF6867.an estimated accuracy of +/- 6 seconds.
 AF6867
 AF6867.The orthometric height was determined by differential leveling
 AF6867.and adjusted by the National Geodetic Survey in June 1991..
 AF6867
 AF6867.The geoid height was determined by GEOID03.
 AF6867
 AF6867.The dynamic height is computed by dividing the NAVD 88
 AF6867.geopotential number by the normal gravity value computed on the
 AF6867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6867.degrees latitude (g = 980.6199 gals.).
 AF6867
 AF6867.The modeled gravity was interpolated from observed gravity values.
 AF6867
 AF6867;                    North         East    Units  Estimated Accuracy
 AF6867;SPC FL E     -   373,890.      261,670.      MT  (+/- 180 meters Scaled)
 AF6867
 AF6867                          SUPERSEDED SURVEY CONTROL
 AF6867
 AF6867  NGVD 29 (09/01/92)    2.757  (m)            9.05   (f) ADJUSTED    2 2
 AF6867
 AF6867.Superseded values are not recommended for survey control.
 AF6867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6867.See file dsdata.txt to determine how the superseded data were derived.
 AF6867
 AF6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616648(NAD 83)
 AF6867_MARKER: DD = SURVEY DISK
 AF6867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6867_SP_SET: CONCRETE POST
 AF6867_STAMPING: 88 78 A18 RM NO 2
 AF6867_PROJECTION: RECESSED 13 CENTIMETERS
 AF6867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6867+STABILITY: SURFACE MOTION
 AF6867
 AF6867  HISTORY     - Date     Condition        Report By
 AF6867  HISTORY     - 1978     MONUMENTED       FLDT
 AF6867  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6867  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6867  HISTORY     - 19970109 GOOD             USPSQD
 AF6867  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6867
 AF6867                          STATION DESCRIPTION
 AF6867
 AF6867'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6867'3.9 MI NORTH FROM VERO BEACH.
 AF6867'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6867'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 3.9 MILES. IT
 AF6867'IS 52.5 FEET SOUTHEAST OF A POWER POLE AND 35.7 FEET EAST NORTHEAST OF
 AF6867'THE CENTERLINE OF THE HIGHWAY.
 AF6867'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6867'DEPARTMENT OF TRANSPORTATION.
 AF6867'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 AF6867
 AF6867                          STATION RECOVERY (1988)
 AF6867
 AF6867'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6867'MARK NOT FOUND.
 AF6867
 AF6867                          STATION RECOVERY (1994)
 AF6867
 AF6867'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6867'MARK NOT FOUND.
 AF6867
 AF6867                          STATION RECOVERY (1997)
 AF6867
 AF6867'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6867'RECOVERED IN GOOD CONDITION.
 AF6867
 AF6867                          STATION RECOVERY (1998)
 AF6867
 AF6867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6869 ***********************************************************************
 AF6869  DESIGNATION -  88 78 A 19 FLDNR
 AF6869  PID         -  AF6869
 AF6869  STATE/COUNTY-  FL/INDIAN RIVER
 AF6869  USGS QUAD   -  RIOMAR (1992)
 AF6869
 AF6869                         *CURRENT SURVEY CONTROL
 AF6869  ___________________________________________________________________
 AF6869* NAD 83(1986)-  27 41 59.     (N)    080 22 27.     (W)     SCALED    
 AF6869* NAVD 88     -         2.638  (meters)       8.65   (feet)  ADJUSTED  
 AF6869  ___________________________________________________________________
 AF6869  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AF6869  DYNAMIC HT  -           2.634 (meters)       8.64  (feet)  COMP
 AF6869  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 AF6869
 AF6869  VERT ORDER  -  SECOND    CLASS II
 AF6869
 AF6869.The horizontal coordinates were scaled from a topographic map and have
 AF6869.an estimated accuracy of +/- 6 seconds.
 AF6869
 AF6869.The orthometric height was determined by differential leveling
 AF6869.and adjusted by the National Geodetic Survey in June 1991..
 AF6869
 AF6869.The geoid height was determined by GEOID03.
 AF6869
 AF6869.The dynamic height is computed by dividing the NAVD 88
 AF6869.geopotential number by the normal gravity value computed on the
 AF6869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6869.degrees latitude (g = 980.6199 gals.).
 AF6869
 AF6869.The modeled gravity was interpolated from observed gravity values.
 AF6869
 AF6869;                    North         East    Units  Estimated Accuracy
 AF6869;SPC FL E     -   373,090.      261,730.      MT  (+/- 180 meters Scaled)
 AF6869
 AF6869                          SUPERSEDED SURVEY CONTROL
 AF6869
 AF6869  NGVD 29 (09/01/92)    3.092  (m)           10.14   (f) ADJUSTED    2 2
 AF6869
 AF6869.Superseded values are not recommended for survey control.
 AF6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6869.See file dsdata.txt to determine how the superseded data were derived.
 AF6869
 AF6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL617640(NAD 83)
 AF6869_MARKER: DD = SURVEY DISK
 AF6869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6869_SP_SET: CONCRETE POST
 AF6869_STAMPING: 88 78 A19
 AF6869_PROJECTION: RECESSED 8 CENTIMETERS
 AF6869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6869+STABILITY: SURFACE MOTION
 AF6869
 AF6869  HISTORY     - Date     Condition        Report By
 AF6869  HISTORY     - 1978     MONUMENTED       FLDT
 AF6869  HISTORY     - 198810   MARK NOT FOUND   USPSQD
 AF6869  HISTORY     - 19940801 GOOD             USPSQD
 AF6869  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 AF6869  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6869
 AF6869                          STATION DESCRIPTION
 AF6869
 AF6869'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6869'3.4 MI NORTH FROM VERO BEACH.
 AF6869'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6869'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 3.4 MILES. IT
 AF6869'IS 32.4 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 12
 AF6869'FEET EAST NORTHEAST OF THE BRUSH LINE.
 AF6869'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6869'DEPARTMENT OF TRANSPORTATION.
 AF6869'THE MARK IS 4 FT  ENE FROM A WITNESS POST.
 AF6869
 AF6869                          STATION RECOVERY (1988)
 AF6869
 AF6869'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6869'MARK NOT FOUND.
 AF6869
 AF6869                          STATION RECOVERY (1994)
 AF6869
 AF6869'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6869'RECOVERED IN GOOD CONDITION.
 AF6869
 AF6869                          STATION RECOVERY (1997)
 AF6869
 AF6869'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6869'MARK NOT FOUND.
 AF6869
 AF6869                          STATION RECOVERY (1998)
 AF6869
 AF6869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6870 ***********************************************************************
 AF6870  DESIGNATION -  88 78 A 19 RM 1 FLDNR
 AF6870  PID         -  AF6870
 AF6870  STATE/COUNTY-  FL/INDIAN RIVER
 AF6870  USGS QUAD   -  RIOMAR (1992)
 AF6870
 AF6870                         *CURRENT SURVEY CONTROL
 AF6870  ___________________________________________________________________
 AF6870* NAD 83(1986)-  27 41 59.     (N)    080 22 27.     (W)     SCALED    
 AF6870* NAVD 88     -         2.617  (meters)       8.59   (feet)  ADJUSTED  
 AF6870  ___________________________________________________________________
 AF6870  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AF6870  DYNAMIC HT  -           2.613 (meters)       8.57  (feet)  COMP
 AF6870  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 AF6870
 AF6870  VERT ORDER  -  SECOND    CLASS II
 AF6870
 AF6870.The horizontal coordinates were scaled from a topographic map and have
 AF6870.an estimated accuracy of +/- 6 seconds.
 AF6870
 AF6870.The orthometric height was determined by differential leveling
 AF6870.and adjusted by the National Geodetic Survey in June 1991..
 AF6870
 AF6870.The geoid height was determined by GEOID03.
 AF6870
 AF6870.The dynamic height is computed by dividing the NAVD 88
 AF6870.geopotential number by the normal gravity value computed on the
 AF6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6870.degrees latitude (g = 980.6199 gals.).
 AF6870
 AF6870.The modeled gravity was interpolated from observed gravity values.
 AF6870
 AF6870;                    North         East    Units  Estimated Accuracy
 AF6870;SPC FL E     -   373,090.      261,730.      MT  (+/- 180 meters Scaled)
 AF6870
 AF6870                          SUPERSEDED SURVEY CONTROL
 AF6870
 AF6870  NGVD 29 (09/01/92)    3.070  (m)           10.07   (f) ADJUSTED    2 2
 AF6870
 AF6870.Superseded values are not recommended for survey control.
 AF6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6870.See file dsdata.txt to determine how the superseded data were derived.
 AF6870
 AF6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL617640(NAD 83)
 AF6870_MARKER: DD = SURVEY DISK
 AF6870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6870_SP_SET: CONCRETE POST
 AF6870_STAMPING: 88 78 A19 RM NO 1
 AF6870_PROJECTION: RECESSED 10 CENTIMETERS
 AF6870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6870+STABILITY: SURFACE MOTION
 AF6870
 AF6870  HISTORY     - Date     Condition        Report By
 AF6870  HISTORY     - 1978     MONUMENTED       FLDT
 AF6870  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6870  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 AF6870  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6870
 AF6870                          STATION DESCRIPTION
 AF6870
 AF6870'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6870'3.4 MI NORTH FROM VERO BEACH.
 AF6870'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6870'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 3.4 MILES. IT
 AF6870'IS 34.4 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 4.5
 AF6870'FEET EAST NORTHEAST OF THE BRUSH LINE.
 AF6870'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6870'DEPARTMENT OF TRANSPORTATION.
 AF6870'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 AF6870
 AF6870                          STATION RECOVERY (1994)
 AF6870
 AF6870'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6870'MARK NOT FOUND.
 AF6870
 AF6870                          STATION RECOVERY (1997)
 AF6870
 AF6870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6870'MARK NOT FOUND.
 AF6870
 AF6870                          STATION RECOVERY (1998)
 AF6870
 AF6870'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6868 ***********************************************************************
 AF6868  DESIGNATION -  88 78 A 19 RM 2 FLDNR
 AF6868  PID         -  AF6868
 AF6868  STATE/COUNTY-  FL/INDIAN RIVER
 AF6868  USGS QUAD   -  RIOMAR (1992)
 AF6868
 AF6868                         *CURRENT SURVEY CONTROL
 AF6868  ___________________________________________________________________
 AF6868* NAD 83(1986)-  27 41 59.     (N)    080 22 27.     (W)     SCALED    
 AF6868* NAVD 88     -         2.644  (meters)       8.67   (feet)  ADJUSTED  
 AF6868  ___________________________________________________________________
 AF6868  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AF6868  DYNAMIC HT  -           2.640 (meters)       8.66  (feet)  COMP
 AF6868  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 AF6868
 AF6868  VERT ORDER  -  SECOND    CLASS II
 AF6868
 AF6868.The horizontal coordinates were scaled from a topographic map and have
 AF6868.an estimated accuracy of +/- 6 seconds.
 AF6868
 AF6868.The orthometric height was determined by differential leveling
 AF6868.and adjusted by the National Geodetic Survey in June 1991..
 AF6868
 AF6868.The geoid height was determined by GEOID03.
 AF6868
 AF6868.The dynamic height is computed by dividing the NAVD 88
 AF6868.geopotential number by the normal gravity value computed on the
 AF6868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6868.degrees latitude (g = 980.6199 gals.).
 AF6868
 AF6868.The modeled gravity was interpolated from observed gravity values.
 AF6868
 AF6868;                    North         East    Units  Estimated Accuracy
 AF6868;SPC FL E     -   373,090.      261,730.      MT  (+/- 180 meters Scaled)
 AF6868
 AF6868                          SUPERSEDED SURVEY CONTROL
 AF6868
 AF6868  NGVD 29 (09/01/92)    3.098  (m)           10.16   (f) ADJUSTED    2 2
 AF6868
 AF6868.Superseded values are not recommended for survey control.
 AF6868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6868.See file dsdata.txt to determine how the superseded data were derived.
 AF6868
 AF6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL617640(NAD 83)
 AF6868_MARKER: DD = SURVEY DISK
 AF6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6868_SP_SET: CONCRETE POST
 AF6868_STAMPING: 88 78 A19 RM NO 2
 AF6868_PROJECTION: RECESSED 8 CENTIMETERS
 AF6868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6868+STABILITY: SURFACE MOTION
 AF6868
 AF6868  HISTORY     - Date     Condition        Report By
 AF6868  HISTORY     - 1978     MONUMENTED       FLDT
 AF6868  HISTORY     - 198810   GOOD             USPSQD
 AF6868  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6868  HISTORY     - 19970109 GOOD             USPSQD
 AF6868  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6868
 AF6868                          STATION DESCRIPTION
 AF6868
 AF6868'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6868'3.4 MI NORTH FROM VERO BEACH.
 AF6868'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6868'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 3.4 MILES. IT
 AF6868'IS 38.5 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 11.3
 AF6868'FEET EAST NORTHEAST OF THE BRUSH LINE.
 AF6868'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6868'DEPARTMENT OF TRANSPORTATION.
 AF6868'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6868
 AF6868                          STATION RECOVERY (1988)
 AF6868
 AF6868'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6868'RECOVERED IN GOOD CONDITION.
 AF6868
 AF6868                          STATION RECOVERY (1994)
 AF6868
 AF6868'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6868'MARK NOT FOUND.
 AF6868
 AF6868                          STATION RECOVERY (1997)
 AF6868
 AF6868'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6868'RECOVERED IN GOOD CONDITION.
 AF6868
 AF6868                          STATION RECOVERY (1998)
 AF6868
 AF6868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6871 ***********************************************************************
 AF6871  DESIGNATION -  88 78 A 20 FLDNR
 AF6871  PID         -  AF6871
 AF6871  STATE/COUNTY-  FL/INDIAN RIVER
 AF6871  USGS QUAD   -  RIOMAR (1992)
 AF6871
 AF6871                         *CURRENT SURVEY CONTROL
 AF6871  ___________________________________________________________________
 AF6871* NAD 83(1986)-  27 41 10.     (N)    080 22 07.     (W)     SCALED    
 AF6871* NAVD 88     -         2.221  (meters)       7.29   (feet)  ADJUSTED  
 AF6871  ___________________________________________________________________
 AF6871  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AF6871  DYNAMIC HT  -           2.218 (meters)       7.28  (feet)  COMP
 AF6871  MODELED GRAV-     979,160.3   (mgal)                       NAVD 88
 AF6871
 AF6871  VERT ORDER  -  SECOND    CLASS II
 AF6871
 AF6871.The horizontal coordinates were scaled from a topographic map and have
 AF6871.an estimated accuracy of +/- 6 seconds.
 AF6871
 AF6871.The orthometric height was determined by differential leveling
 AF6871.and adjusted by the National Geodetic Survey in June 1991..
 AF6871
 AF6871.The geoid height was determined by GEOID03.
 AF6871
 AF6871.The dynamic height is computed by dividing the NAVD 88
 AF6871.geopotential number by the normal gravity value computed on the
 AF6871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6871.degrees latitude (g = 980.6199 gals.).
 AF6871
 AF6871.The modeled gravity was interpolated from observed gravity values.
 AF6871
 AF6871;                    North         East    Units  Estimated Accuracy
 AF6871;SPC FL E     -   371,590.      262,280.      MT  (+/- 180 meters Scaled)
 AF6871
 AF6871                          SUPERSEDED SURVEY CONTROL
 AF6871
 AF6871  NGVD 29 (09/01/92)    2.674  (m)            8.77   (f) ADJUSTED    2 2
 AF6871
 AF6871.Superseded values are not recommended for survey control.
 AF6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6871.See file dsdata.txt to determine how the superseded data were derived.
 AF6871
 AF6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL622625(NAD 83)
 AF6871_MARKER: DD = SURVEY DISK
 AF6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6871_SP_SET: CONCRETE POST
 AF6871_STAMPING: 88 78 A20
 AF6871_PROJECTION: RECESSED 10 CENTIMETERS
 AF6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6871+STABILITY: SURFACE MOTION
 AF6871
 AF6871  HISTORY     - Date     Condition        Report By
 AF6871  HISTORY     - 1978     MONUMENTED       FLDT
 AF6871  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6871  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6871  HISTORY     - 19970109 GOOD             USPSQD
 AF6871  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6871
 AF6871                          STATION DESCRIPTION
 AF6871
 AF6871'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6871'2.4 MI NORTH FROM VERO BEACH.
 AF6871'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6871'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 2.4 MILES TO
 AF6871'THE ROBLES DEL MAR APARTMENTS. IT IS ABOUT 200 FEET SOUTH OF THE
 AF6871'ENTRANCE DRIVE, 34 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE
 AF6871'HIGHWAY, 17.9 FEET WEST OF A SPEED LIMIT SIGN POST, 14.7 FEET EAST
 AF6871'NORTHEAST OF A CONCRETE POWER POLE AND 14.1 FEET EAST OF A TELEPHONE
 AF6871'JUNCTION BOX.
 AF6871'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6871'DEPARTMENT OF TRANSPORTATION.
 AF6871
 AF6871                          STATION RECOVERY (1988)
 AF6871
 AF6871'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6871'MARK NOT FOUND.
 AF6871
 AF6871                          STATION RECOVERY (1994)
 AF6871
 AF6871'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6871'MARK NOT FOUND.
 AF6871
 AF6871                          STATION RECOVERY (1997)
 AF6871
 AF6871'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6871'RECOVERED IN GOOD CONDITION.
 AF6871
 AF6871                          STATION RECOVERY (1998)
 AF6871
 AF6871'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6872 ***********************************************************************
 AF6872  DESIGNATION -  88 78 A 21 FLDNR
 AF6872  PID         -  AF6872
 AF6872  STATE/COUNTY-  FL/INDIAN RIVER
 AF6872  USGS QUAD   -  RIOMAR (1992)
 AF6872
 AF6872                         *CURRENT SURVEY CONTROL
 AF6872  ___________________________________________________________________
 AF6872* NAD 83(1986)-  27 40 38.     (N)    080 21 55.     (W)     SCALED    
 AF6872* NAVD 88     -         2.317  (meters)       7.60   (feet)  ADJUSTED  
 AF6872  ___________________________________________________________________
 AF6872  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AF6872  DYNAMIC HT  -           2.313 (meters)       7.59  (feet)  COMP
 AF6872  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 AF6872
 AF6872  VERT ORDER  -  SECOND    CLASS II
 AF6872
 AF6872.The horizontal coordinates were scaled from a topographic map and have
 AF6872.an estimated accuracy of +/- 6 seconds.
 AF6872
 AF6872.The orthometric height was determined by differential leveling
 AF6872.and adjusted by the National Geodetic Survey in June 1991..
 AF6872
 AF6872.The geoid height was determined by GEOID03.
 AF6872
 AF6872.The dynamic height is computed by dividing the NAVD 88
 AF6872.geopotential number by the normal gravity value computed on the
 AF6872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6872.degrees latitude (g = 980.6199 gals.).
 AF6872
 AF6872.The modeled gravity was interpolated from observed gravity values.
 AF6872
 AF6872;                    North         East    Units  Estimated Accuracy
 AF6872;SPC FL E     -   370,600.      262,620.      MT  (+/- 180 meters Scaled)
 AF6872
 AF6872                          SUPERSEDED SURVEY CONTROL
 AF6872
 AF6872  NGVD 29 (09/01/92)    2.771  (m)            9.09   (f) ADJUSTED    2 2
 AF6872
 AF6872.Superseded values are not recommended for survey control.
 AF6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6872.See file dsdata.txt to determine how the superseded data were derived.
 AF6872
 AF6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL625616(NAD 83)
 AF6872_MARKER: DD = SURVEY DISK
 AF6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6872_SP_SET: CONCRETE POST
 AF6872_STAMPING: 88 78 A21
 AF6872_PROJECTION: RECESSED 15 CENTIMETERS
 AF6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6872+STABILITY: SURFACE MOTION
 AF6872
 AF6872  HISTORY     - Date     Condition        Report By
 AF6872  HISTORY     - 1978     MONUMENTED       FLDT
 AF6872  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6872  HISTORY     - 19930212 GOOD             USPSQD
 AF6872  HISTORY     - 19940527 GOOD             USPSQD
 AF6872  HISTORY     - 19980205 GOOD             USPSQD
 AF6872
 AF6872                          STATION DESCRIPTION
 AF6872
 AF6872'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6872'1.8 MI NORTH FROM VERO BEACH.
 AF6872'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6872'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 1.8 MILES TO
 AF6872'THE ENTRANCE TO PEBBLE BAY. IT IS 52.3 FEET SOUTH SOUTHEAST OF THE
 AF6872'CENTERLINE OF THE ENTRANCE DRIVE, 34.5 FEET WEST SOUTHWEST OF THE
 AF6872'CENTERLINE OF THE HIGHWAY AND 15.9 FEET EAST OF THE NORTHEAST CORNER
 AF6872'OF THE CONCRETE WALL AT THE ENTRANCE.
 AF6872'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6872'DEPARTMENT OF TRANSPORTATION.
 AF6872
 AF6872                          STATION RECOVERY (1988)
 AF6872
 AF6872'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6872'MARK NOT FOUND.
 AF6872
 AF6872                          STATION RECOVERY (1993)
 AF6872
 AF6872'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6872'RECOVERED IN GOOD CONDITION.
 AF6872
 AF6872                          STATION RECOVERY (1994)
 AF6872
 AF6872'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6872'RECOVERED IN GOOD CONDITION.
 AF6872
 AF6872                          STATION RECOVERY (1998)
 AF6872
 AF6872'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6873 ***********************************************************************
 AF6873  DESIGNATION -  88 78 A 21 RM 1 FLDNR
 AF6873  PID         -  AF6873
 AF6873  STATE/COUNTY-  FL/INDIAN RIVER
 AF6873  USGS QUAD   -  RIOMAR (1992)
 AF6873
 AF6873                         *CURRENT SURVEY CONTROL
 AF6873  ___________________________________________________________________
 AF6873* NAD 83(1986)-  27 40 38.     (N)    080 21 55.     (W)     SCALED    
 AF6873* NAVD 88     -         2.401  (meters)       7.88   (feet)  ADJUSTED  
 AF6873  ___________________________________________________________________
 AF6873  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AF6873  DYNAMIC HT  -           2.397 (meters)       7.86  (feet)  COMP
 AF6873  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 AF6873
 AF6873  VERT ORDER  -  SECOND    CLASS II
 AF6873
 AF6873.The horizontal coordinates were scaled from a topographic map and have
 AF6873.an estimated accuracy of +/- 6 seconds.
 AF6873
 AF6873.The orthometric height was determined by differential leveling
 AF6873.and adjusted by the National Geodetic Survey in June 1991..
 AF6873
 AF6873.The geoid height was determined by GEOID03.
 AF6873
 AF6873.The dynamic height is computed by dividing the NAVD 88
 AF6873.geopotential number by the normal gravity value computed on the
 AF6873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6873.degrees latitude (g = 980.6199 gals.).
 AF6873
 AF6873.The modeled gravity was interpolated from observed gravity values.
 AF6873
 AF6873;                    North         East    Units  Estimated Accuracy
 AF6873;SPC FL E     -   370,600.      262,620.      MT  (+/- 180 meters Scaled)
 AF6873
 AF6873                          SUPERSEDED SURVEY CONTROL
 AF6873
 AF6873  NGVD 29 (09/01/92)    2.855  (m)            9.37   (f) ADJUSTED    2 2
 AF6873
 AF6873.Superseded values are not recommended for survey control.
 AF6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6873.See file dsdata.txt to determine how the superseded data were derived.
 AF6873
 AF6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL625616(NAD 83)
 AF6873_MARKER: DD = SURVEY DISK
 AF6873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6873_SP_SET: CONCRETE WALL FOUNDATION
 AF6873_STAMPING: 88 78 A21 RM NO 1
 AF6873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6873
 AF6873  HISTORY     - Date     Condition        Report By
 AF6873  HISTORY     - 1978     MONUMENTED       FLDT
 AF6873  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6873  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AF6873  HISTORY     - 19940527 MARK NOT FOUND   USPSQD
 AF6873  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6873
 AF6873                          STATION DESCRIPTION
 AF6873
 AF6873'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6873'1.8 MI NORTH FROM VERO BEACH.
 AF6873'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6873'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 1.8 MILES TO
 AF6873'THE ENTRANCE TO PEBBLE BAY. IT IS 50.9 FEET SOUTH SOUTHEAST OF THE
 AF6873'NORTHEAST CORNER OF THE CONCRETE ENTRANCE WALL, 50.5 FEET WEST
 AF6873'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 38.4 FEET NORTHWEST OF
 AF6873'A CONCRETE POWER POLE.
 AF6873'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6873'DEPARTMENT OF TRANSPORTATION.
 AF6873
 AF6873                          STATION RECOVERY (1988)
 AF6873
 AF6873'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6873'MARK NOT FOUND.
 AF6873
 AF6873                          STATION RECOVERY (1993)
 AF6873
 AF6873'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6873'MARK NOT FOUND.
 AF6873
 AF6873                          STATION RECOVERY (1994)
 AF6873
 AF6873'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6873'MARK NOT FOUND.
 AF6873
 AF6873                          STATION RECOVERY (1998)
 AF6873
 AF6873'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6879 ***********************************************************************
 AF6879  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6879  DESIGNATION -  88 78 A 22 A
 AF6879  PID         -  AF6879
 AF6879  STATE/COUNTY-  FL/INDIAN RIVER
 AF6879  USGS QUAD   -  RIOMAR (1992)
 AF6879
 AF6879                         *CURRENT SURVEY CONTROL
 AF6879  ___________________________________________________________________
 AF6879* NAD 83(1986)-  27 40 10.     (N)    080 21 41.     (W)     SCALED    
 AF6879* NAVD 88     -         0.724  (meters)       2.38   (feet)  ADJUSTED  
 AF6879  ___________________________________________________________________
 AF6879  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF6879  DYNAMIC HT  -           0.723 (meters)       2.37  (feet)  COMP
 AF6879  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AF6879
 AF6879  VERT ORDER  -  SECOND    CLASS I
 AF6879
 AF6879.The horizontal coordinates were scaled from a topographic map and have
 AF6879.an estimated accuracy of +/- 6 seconds.
 AF6879
 AF6879.The orthometric height was determined by differential leveling
 AF6879.and adjusted by the National Geodetic Survey in June 1991..
 AF6879
 AF6879.This Tidal Bench Mark is designated as VM 7446
 AF6879.by the Center for Operational Oceanographic Products and Services.
 AF6879
 AF6879.The geoid height was determined by GEOID03.
 AF6879
 AF6879.The dynamic height is computed by dividing the NAVD 88
 AF6879.geopotential number by the normal gravity value computed on the
 AF6879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6879.degrees latitude (g = 980.6199 gals.).
 AF6879
 AF6879.The modeled gravity was interpolated from observed gravity values.
 AF6879
 AF6879;                    North         East    Units  Estimated Accuracy
 AF6879;SPC FL E     -   369,740.      263,000.      MT  (+/- 180 meters Scaled)
 AF6879
 AF6879                          SUPERSEDED SURVEY CONTROL
 AF6879
 AF6879  NGVD 29 (09/01/92)    1.178  (m)            3.86   (f) ADJUSTED    2 1
 AF6879
 AF6879.Superseded values are not recommended for survey control.
 AF6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6879.See file dsdata.txt to determine how the superseded data were derived.
 AF6879
 AF6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL629607(NAD 83)
 AF6879_MARKER: DD = SURVEY DISK
 AF6879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6879_SP_SET: CONCRETE POST
 AF6879_STAMPING: 88 78 A22A
 AF6879_MARK LOGO: FLDT  
 AF6879_PROJECTION: RECESSED 10 CENTIMETERS
 AF6879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6879+STABILITY: SURFACE MOTION
 AF6879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6879+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 AF6879
 AF6879  HISTORY     - Date     Condition        Report By
 AF6879  HISTORY     - 1978     MONUMENTED       FLDT
 AF6879  HISTORY     - 1986     GOOD             FLDNR
 AF6879  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6879  HISTORY     - 19930212 GOOD             USPSQD
 AF6879  HISTORY     - 19940526 GOOD             USPSQD
 AF6879  HISTORY     - 19980205 GOOD             USPSQD
 AF6879  HISTORY     - 20060126 GOOD             USPSQD
 AF6879
 AF6879                          STATION DESCRIPTION
 AF6879
 AF6879'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6879'1.2 MI NORTH FROM VERO BEACH.
 AF6879'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6879'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 1.2 MILES. IT
 AF6879'IS ACROOS THE HIGHWAY FROM THE SHERATON RESORT INN, 59.7 FEET NORTH
 AF6879'NORTHWEST OF A POWER POLE, 34 FEET WEST SOUTHWEST OF THE CENTERLINE OF
 AF6879'THE HIGHWAY AND 32 FEET EAST NORTHEAST OF THE EAST EDGE OF THE
 AF6879'PAVEMENT OF THE WEST PARKING LOT.
 AF6879'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6879'DEPARTMENT OF TRANSPORTATION.
 AF6879
 AF6879                          STATION RECOVERY (1986)
 AF6879
 AF6879'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6879'BEGIN AT THE JUNCTION OF STATE ROAD 60 WITH STATE ROAD A1A IN VERO
 AF6879'BEACH, GO 1.3 MILES NORTH ON STATE ROAD A1A TO THE MARK.  THE MARK
 AF6879'BEARS 34 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A1A, 59.7 FEET
 AF6879'NORTH-NORTHWEST OF A POWER POLE, 32 FEET EAST-NORTHEAST OF THE EAST
 AF6879'EDGE OF A PARKING LOT AND 4.6 FEET EAST-NORTHEAST OF A WITNESS POST.
 AF6879
 AF6879                          STATION RECOVERY (1988)
 AF6879
 AF6879'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6879'MARK NOT FOUND.
 AF6879
 AF6879                          STATION RECOVERY (1993)
 AF6879
 AF6879'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6879'RECOVERED IN GOOD CONDITION.
 AF6879
 AF6879                          STATION RECOVERY (1994)
 AF6879
 AF6879'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6879'RECOVERED IN GOOD CONDITION.
 AF6879
 AF6879                          STATION RECOVERY (1998)
 AF6879
 AF6879'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6879'RECOVERED IN GOOD CONDITION.
 AF6879
 AF6879                          STATION RECOVERY (2006)
 AF6879
 AF6879'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6880 ***********************************************************************
 AF6880  DESIGNATION -  88 78 A 22 A RM 1 FLDNR
 AF6880  PID         -  AF6880
 AF6880  STATE/COUNTY-  FL/INDIAN RIVER
 AF6880  USGS QUAD   -  RIOMAR (1992)
 AF6880
 AF6880                         *CURRENT SURVEY CONTROL
 AF6880  ___________________________________________________________________
 AF6880* NAD 83(1986)-  27 40 10.     (N)    080 21 41.     (W)     SCALED    
 AF6880* NAVD 88     -         1.117  (meters)       3.66   (feet)  ADJUSTED  
 AF6880  ___________________________________________________________________
 AF6880  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF6880  DYNAMIC HT  -           1.116 (meters)       3.66  (feet)  COMP
 AF6880  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AF6880
 AF6880  VERT ORDER  -  SECOND    CLASS II
 AF6880
 AF6880.The horizontal coordinates were scaled from a topographic map and have
 AF6880.an estimated accuracy of +/- 6 seconds.
 AF6880
 AF6880.The orthometric height was determined by differential leveling
 AF6880.and adjusted by the National Geodetic Survey in June 1991..
 AF6880
 AF6880.The geoid height was determined by GEOID03.
 AF6880
 AF6880.The dynamic height is computed by dividing the NAVD 88
 AF6880.geopotential number by the normal gravity value computed on the
 AF6880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6880.degrees latitude (g = 980.6199 gals.).
 AF6880
 AF6880.The modeled gravity was interpolated from observed gravity values.
 AF6880
 AF6880;                    North         East    Units  Estimated Accuracy
 AF6880;SPC FL E     -   369,740.      263,000.      MT  (+/- 180 meters Scaled)
 AF6880
 AF6880                          SUPERSEDED SURVEY CONTROL
 AF6880
 AF6880  NGVD 29 (09/01/92)    1.571  (m)            5.15   (f) ADJUSTED    2 2
 AF6880
 AF6880.Superseded values are not recommended for survey control.
 AF6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6880.See file dsdata.txt to determine how the superseded data were derived.
 AF6880
 AF6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL629607(NAD 83)
 AF6880_MARKER: DD = SURVEY DISK
 AF6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6880_SP_SET: CONCRETE POST
 AF6880_STAMPING: 88 78 A22A RM NO 1
 AF6880_PROJECTION: RECESSED 5 CENTIMETERS
 AF6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6880+STABILITY: SURFACE MOTION
 AF6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6880+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 AF6880
 AF6880  HISTORY     - Date     Condition        Report By
 AF6880  HISTORY     - 1979     MONUMENTED       FLDT
 AF6880  HISTORY     - 1988     GOOD             USPSQD
 AF6880  HISTORY     - 1989     GOOD             USPSQD
 AF6880  HISTORY     - 19930212 GOOD             USPSQD
 AF6880  HISTORY     - 19940526 GOOD             USPSQD
 AF6880  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6880  HISTORY     - 20060126 GOOD             USPSQD
 AF6880
 AF6880                          STATION DESCRIPTION
 AF6880
 AF6880'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF6880'1.2 MI NORTH FROM VERO BEACH.
 AF6880'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6880'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 1.2 MILES. IT
 AF6880'IS ACROSS THE HIGHWAY FROM THE SHERATON RESORT INN, 55.9 FEET WEST
 AF6880'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 18.2 FEET WEST OF A
 AF6880'POWER POLE.
 AF6880'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6880'DEPARTMENT OF TRANSPORTATION.
 AF6880'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6880
 AF6880                          STATION RECOVERY (1988)
 AF6880
 AF6880'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6880'RECOVERED IN GOOD CONDITION.
 AF6880
 AF6880                          STATION RECOVERY (1989)
 AF6880
 AF6880'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6880'RECOVERED IN GOOD CONDITION.
 AF6880
 AF6880                          STATION RECOVERY (1993)
 AF6880
 AF6880'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6880'RECOVERED IN GOOD CONDITION.
 AF6880
 AF6880                          STATION RECOVERY (1994)
 AF6880
 AF6880'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6880'RECOVERED IN GOOD CONDITION.
 AF6880
 AF6880                          STATION RECOVERY (1998)
 AF6880
 AF6880'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6880'MARK NOT FOUND.
 AF6880
 AF6880                          STATION RECOVERY (2006)
 AF6880
 AF6880'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6877 ***********************************************************************
 AF6877  DESIGNATION -  88 78 A 22 A RM 2 FLDNR
 AF6877  PID         -  AF6877
 AF6877  STATE/COUNTY-  FL/INDIAN RIVER
 AF6877  USGS QUAD   -  RIOMAR (1992)
 AF6877
 AF6877                         *CURRENT SURVEY CONTROL
 AF6877  ___________________________________________________________________
 AF6877* NAD 83(1986)-  27 40 10.     (N)    080 21 41.     (W)     SCALED    
 AF6877* NAVD 88     -         1.055  (meters)       3.46   (feet)  ADJUSTED  
 AF6877  ___________________________________________________________________
 AF6877  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF6877  DYNAMIC HT  -           1.053 (meters)       3.45  (feet)  COMP
 AF6877  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AF6877
 AF6877  VERT ORDER  -  SECOND    CLASS II
 AF6877
 AF6877.The horizontal coordinates were scaled from a topographic map and have
 AF6877.an estimated accuracy of +/- 6 seconds.
 AF6877
 AF6877.The orthometric height was determined by differential leveling
 AF6877.and adjusted by the National Geodetic Survey in June 1991..
 AF6877
 AF6877.The geoid height was determined by GEOID03.
 AF6877
 AF6877.The dynamic height is computed by dividing the NAVD 88
 AF6877.geopotential number by the normal gravity value computed on the
 AF6877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6877.degrees latitude (g = 980.6199 gals.).
 AF6877
 AF6877.The modeled gravity was interpolated from observed gravity values.
 AF6877
 AF6877;                    North         East    Units  Estimated Accuracy
 AF6877;SPC FL E     -   369,740.      263,000.      MT  (+/- 180 meters Scaled)
 AF6877
 AF6877                          SUPERSEDED SURVEY CONTROL
 AF6877
 AF6877  NGVD 29 (09/01/92)    1.509  (m)            4.95   (f) ADJUSTED    2 2
 AF6877
 AF6877.Superseded values are not recommended for survey control.
 AF6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6877.See file dsdata.txt to determine how the superseded data were derived.
 AF6877
 AF6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL629607(NAD 83)
 AF6877_MARKER: DD = SURVEY DISK
 AF6877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6877_SP_SET: CONCRETE POST
 AF6877_STAMPING: 88 78 A22A RM NO 2
 AF6877_PROJECTION: RECESSED 5 CENTIMETERS
 AF6877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6877+STABILITY: SURFACE MOTION
 AF6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6877+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 AF6877
 AF6877  HISTORY     - Date     Condition        Report By
 AF6877  HISTORY     - 1978     MONUMENTED       FLDT
 AF6877  HISTORY     - 1988     GOOD             USPSQD
 AF6877  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AF6877  HISTORY     - 19940526 MARK NOT FOUND   USPSQD
 AF6877  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6877  HISTORY     - 20060126 GOOD             USPSQD
 AF6877
 AF6877                          STATION DESCRIPTION
 AF6877
 AF6877'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6877'1.2 MI NORTH FROM VERO BEACH.
 AF6877'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6877'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 1.2 MILES. IT
 AF6877'IS ACROSS THE HIGHWAY FROM THE SHERATON RESORT IN, 55.9 FEET WEST
 AF6877'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 23.1 FEET SOUTH
 AF6877'SOUTHEAST OF THE CENTERLINE OF THE DRIVE TO THE WEST PARKING LOT.
 AF6877'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6877'DEPARTMENT OF TRANSPORTATION.
 AF6877'THE MARK IS 2 FT  ENE FROM A WITNESS POST.
 AF6877
 AF6877                          STATION RECOVERY (1988)
 AF6877
 AF6877'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6877'RECOVERED IN GOOD CONDITION.
 AF6877
 AF6877                          STATION RECOVERY (1993)
 AF6877
 AF6877'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6877'MARK NOT FOUND.
 AF6877
 AF6877                          STATION RECOVERY (1994)
 AF6877
 AF6877'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6877'MARK NOT FOUND.
 AF6877
 AF6877                          STATION RECOVERY (1998)
 AF6877
 AF6877'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6877'MARK NOT FOUND.
 AF6877
 AF6877                          STATION RECOVERY (2006)
 AF6877
 AF6877'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6875 ***********************************************************************
 AF6875  DESIGNATION -  88 78 A 22 FLDNR
 AF6875  PID         -  AF6875
 AF6875  STATE/COUNTY-  FL/INDIAN RIVER
 AF6875  USGS QUAD   -  RIOMAR (1992)
 AF6875
 AF6875                         *CURRENT SURVEY CONTROL
 AF6875  ___________________________________________________________________
 AF6875* NAD 83(1986)-  27 40 23.     (N)    080 21 45.     (W)     SCALED    
 AF6875* NAVD 88     -         1.753  (meters)       5.75   (feet)  ADJUSTED  
 AF6875  ___________________________________________________________________
 AF6875  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AF6875  DYNAMIC HT  -           1.751 (meters)       5.74  (feet)  COMP
 AF6875  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 AF6875
 AF6875  VERT ORDER  -  SECOND    CLASS II
 AF6875
 AF6875.The horizontal coordinates were scaled from a topographic map and have
 AF6875.an estimated accuracy of +/- 6 seconds.
 AF6875
 AF6875.The orthometric height was determined by differential leveling
 AF6875.and adjusted by the National Geodetic Survey in June 1991..
 AF6875
 AF6875.The geoid height was determined by GEOID03.
 AF6875
 AF6875.The dynamic height is computed by dividing the NAVD 88
 AF6875.geopotential number by the normal gravity value computed on the
 AF6875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6875.degrees latitude (g = 980.6199 gals.).
 AF6875
 AF6875.The modeled gravity was interpolated from observed gravity values.
 AF6875
 AF6875;                    North         East    Units  Estimated Accuracy
 AF6875;SPC FL E     -   370,140.      262,890.      MT  (+/- 180 meters Scaled)
 AF6875
 AF6875                          SUPERSEDED SURVEY CONTROL
 AF6875
 AF6875  NGVD 29 (09/01/92)    2.208  (m)            7.24   (f) ADJUSTED    2 2
 AF6875
 AF6875.Superseded values are not recommended for survey control.
 AF6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6875.See file dsdata.txt to determine how the superseded data were derived.
 AF6875
 AF6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL628611(NAD 83)
 AF6875_MARKER: DD = SURVEY DISK
 AF6875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6875_SP_SET: CONCRETE POST
 AF6875_STAMPING: 88 78 A22
 AF6875_PROJECTION: RECESSED 20 CENTIMETERS
 AF6875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6875+STABILITY: SURFACE MOTION
 AF6875
 AF6875  HISTORY     - Date     Condition        Report By
 AF6875  HISTORY     - 1978     MONUMENTED       FLDT
 AF6875  HISTORY     - 1988     GOOD             USPSQD
 AF6875  HISTORY     - 19930213 GOOD             USPSQD
 AF6875  HISTORY     - 19940527 GOOD             USPSQD
 AF6875  HISTORY     - 19980205 GOOD             USPSQD
 AF6875
 AF6875                          STATION DESCRIPTION
 AF6875
 AF6875'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6875'1.5 MI NORTH FROM VERO BEACH.
 AF6875'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6875'BOULEVARD) AT VERO BEACH, GO NORTH AT STATE ROAD A1A FOR 1.5 MILES TO
 AF6875'THE JUNCTION OF SHORE DRIVE. IT IS 37.5 FEET EAST OF THE CENTERLINE OF
 AF6875'THE HIGHWAY AND 4.4 FEET EAST OF A CONCRETE POWER POLE.
 AF6875'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6875'DEPARTMENT OF TRANSPORTATION.
 AF6875'THE MARK IS 4 FT  W FROM A WITNESS POST.
 AF6875
 AF6875                          STATION RECOVERY (1988)
 AF6875
 AF6875'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6875'RECOVERED IN GOOD CONDITION.
 AF6875
 AF6875                          STATION RECOVERY (1993)
 AF6875
 AF6875'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6875'RECOVERED IN GOOD CONDITION.
 AF6875
 AF6875                          STATION RECOVERY (1994)
 AF6875
 AF6875'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6875'RECOVERED IN GOOD CONDITION.
 AF6875
 AF6875                          STATION RECOVERY (1998)
 AF6875
 AF6875'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6874 ***********************************************************************
 AF6874  DESIGNATION -  88 78 A 22 RM 1 FLDNR
 AF6874  PID         -  AF6874
 AF6874  STATE/COUNTY-  FL/INDIAN RIVER
 AF6874  USGS QUAD   -  RIOMAR (1992)
 AF6874
 AF6874                         *CURRENT SURVEY CONTROL
 AF6874  ___________________________________________________________________
 AF6874* NAD 83(1986)-  27 40 23.     (N)    080 21 45.     (W)     SCALED    
 AF6874* NAVD 88     -         2.057  (meters)       6.75   (feet)  ADJUSTED  
 AF6874  ___________________________________________________________________
 AF6874  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AF6874  DYNAMIC HT  -           2.054 (meters)       6.74  (feet)  COMP
 AF6874  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 AF6874
 AF6874  VERT ORDER  -  SECOND    CLASS II
 AF6874
 AF6874.The horizontal coordinates were scaled from a topographic map and have
 AF6874.an estimated accuracy of +/- 6 seconds.
 AF6874
 AF6874.The orthometric height was determined by differential leveling
 AF6874.and adjusted by the National Geodetic Survey in June 1991..
 AF6874
 AF6874.The geoid height was determined by GEOID03.
 AF6874
 AF6874.The dynamic height is computed by dividing the NAVD 88
 AF6874.geopotential number by the normal gravity value computed on the
 AF6874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6874.degrees latitude (g = 980.6199 gals.).
 AF6874
 AF6874.The modeled gravity was interpolated from observed gravity values.
 AF6874
 AF6874;                    North         East    Units  Estimated Accuracy
 AF6874;SPC FL E     -   370,140.      262,890.      MT  (+/- 180 meters Scaled)
 AF6874
 AF6874                          SUPERSEDED SURVEY CONTROL
 AF6874
 AF6874  NGVD 29 (09/01/92)    2.511  (m)            8.24   (f) ADJUSTED    2 2
 AF6874
 AF6874.Superseded values are not recommended for survey control.
 AF6874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6874.See file dsdata.txt to determine how the superseded data were derived.
 AF6874
 AF6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL628611(NAD 83)
 AF6874_MARKER: DD = SURVEY DISK
 AF6874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6874_SP_SET: CONCRETE POST
 AF6874_STAMPING: 88 78 A22 RM NO 1
 AF6874_PROJECTION: PROJECTING 20 CENTIMETERS
 AF6874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6874+STABILITY: SURFACE MOTION
 AF6874
 AF6874  HISTORY     - Date     Condition        Report By
 AF6874  HISTORY     - 1978     MONUMENTED       FLDT
 AF6874  HISTORY     - 1988     GOOD             USPSQD
 AF6874  HISTORY     - 19930212 GOOD             USPSQD
 AF6874  HISTORY     - 19940527 MARK NOT FOUND   USPSQD
 AF6874  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6874
 AF6874                          STATION DESCRIPTION
 AF6874
 AF6874'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6874'1.5 MI NORTH FROM VERO BEACH.
 AF6874'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6874'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 1.5 MILES TO
 AF6874'THE JUNCTION OF SHORE DRIVE. IT IS 51.8 FEET EAST OF THE CENTERLINE OF
 AF6874'THE HIGHWAY AND 40.1 FEET EAST OF A CONCRETE POWER POLE.
 AF6874'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6874'DEPARTMENT OF TRANSPORTATION.
 AF6874'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AF6874
 AF6874                          STATION RECOVERY (1988)
 AF6874
 AF6874'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6874'RECOVERED IN GOOD CONDITION.
 AF6874
 AF6874                          STATION RECOVERY (1993)
 AF6874
 AF6874'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6874'RECOVERED IN GOOD CONDITION.
 AF6874
 AF6874                          STATION RECOVERY (1994)
 AF6874
 AF6874'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6874'MARK NOT FOUND.
 AF6874
 AF6874                          STATION RECOVERY (1998)
 AF6874
 AF6874'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6876 ***********************************************************************
 AF6876  DESIGNATION -  88 78 A 22 RM 2 FLDNR
 AF6876  PID         -  AF6876
 AF6876  STATE/COUNTY-  FL/INDIAN RIVER
 AF6876  USGS QUAD   -  RIOMAR (1992)
 AF6876
 AF6876                         *CURRENT SURVEY CONTROL
 AF6876  ___________________________________________________________________
 AF6876* NAD 83(1986)-  27 40 23.     (N)    080 21 45.     (W)     SCALED    
 AF6876* NAVD 88     -         2.011  (meters)       6.60   (feet)  ADJUSTED  
 AF6876  ___________________________________________________________________
 AF6876  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AF6876  DYNAMIC HT  -           2.009 (meters)       6.59  (feet)  COMP
 AF6876  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 AF6876
 AF6876  VERT ORDER  -  SECOND    CLASS II
 AF6876
 AF6876.The horizontal coordinates were scaled from a topographic map and have
 AF6876.an estimated accuracy of +/- 6 seconds.
 AF6876
 AF6876.The orthometric height was determined by differential leveling
 AF6876.and adjusted by the National Geodetic Survey in June 1991..
 AF6876
 AF6876.The geoid height was determined by GEOID03.
 AF6876
 AF6876.The dynamic height is computed by dividing the NAVD 88
 AF6876.geopotential number by the normal gravity value computed on the
 AF6876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6876.degrees latitude (g = 980.6199 gals.).
 AF6876
 AF6876.The modeled gravity was interpolated from observed gravity values.
 AF6876
 AF6876;                    North         East    Units  Estimated Accuracy
 AF6876;SPC FL E     -   370,140.      262,890.      MT  (+/- 180 meters Scaled)
 AF6876
 AF6876                          SUPERSEDED SURVEY CONTROL
 AF6876
 AF6876  NGVD 29 (09/01/92)    2.466  (m)            8.09   (f) ADJUSTED    2 2
 AF6876
 AF6876.Superseded values are not recommended for survey control.
 AF6876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6876.See file dsdata.txt to determine how the superseded data were derived.
 AF6876
 AF6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL628611(NAD 83)
 AF6876_MARKER: DD = SURVEY DISK
 AF6876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6876_SP_SET: CONCRETE POST
 AF6876_STAMPING: 88 78 A22 RM NO 2
 AF6876_PROJECTION: RECESSED 3 CENTIMETERS
 AF6876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6876+STABILITY: SURFACE MOTION
 AF6876
 AF6876  HISTORY     - Date     Condition        Report By
 AF6876  HISTORY     - 1978     MONUMENTED       FLDT
 AF6876  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6876  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AF6876  HISTORY     - 19940527 MARK NOT FOUND   USPSQD
 AF6876  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6876
 AF6876                          STATION DESCRIPTION
 AF6876
 AF6876'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6876'1.5 MI NORTH FROM VERO BEACH.
 AF6876'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6876'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 1.5 MILES TO
 AF6876'THE JUNCTION OF SHORE DRIVE. IT IS 49.5 FEET SOUTHEAST OF A CONCRETE
 AF6876'POWER POLE AND 38.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6876'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6876'DEPARTMENT OF TRANSPORTATION.
 AF6876'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AF6876
 AF6876                          STATION RECOVERY (1988)
 AF6876
 AF6876'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6876'MARK NOT FOUND.
 AF6876
 AF6876                          STATION RECOVERY (1993)
 AF6876
 AF6876'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6876'MARK NOT FOUND.
 AF6876
 AF6876                          STATION RECOVERY (1994)
 AF6876
 AF6876'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6876'MARK NOT FOUND.
 AF6876
 AF6876                          STATION RECOVERY (1998)
 AF6876
 AF6876'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6882 ***********************************************************************
 AF6882  DESIGNATION -  88 78 A 23 FLDNR
 AF6882  PID         -  AF6882
 AF6882  STATE/COUNTY-  FL/INDIAN RIVER
 AF6882  USGS QUAD   -  RIOMAR (1992)
 AF6882
 AF6882                         *CURRENT SURVEY CONTROL
 AF6882  ___________________________________________________________________
 AF6882* NAD 83(1986)-  27 39 57.     (N)    080 21 36.     (W)     SCALED    
 AF6882* NAVD 88     -         1.444  (meters)       4.74   (feet)  ADJUSTED  
 AF6882  ___________________________________________________________________
 AF6882  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF6882  DYNAMIC HT  -           1.442 (meters)       4.73  (feet)  COMP
 AF6882  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 AF6882
 AF6882  VERT ORDER  -  SECOND    CLASS II
 AF6882
 AF6882.The horizontal coordinates were scaled from a topographic map and have
 AF6882.an estimated accuracy of +/- 6 seconds.
 AF6882
 AF6882.The orthometric height was determined by differential leveling
 AF6882.and adjusted by the National Geodetic Survey in June 1991..
 AF6882
 AF6882.The geoid height was determined by GEOID03.
 AF6882
 AF6882.The dynamic height is computed by dividing the NAVD 88
 AF6882.geopotential number by the normal gravity value computed on the
 AF6882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6882.degrees latitude (g = 980.6199 gals.).
 AF6882
 AF6882.The modeled gravity was interpolated from observed gravity values.
 AF6882
 AF6882;                    North         East    Units  Estimated Accuracy
 AF6882;SPC FL E     -   369,340.      263,140.      MT  (+/- 180 meters Scaled)
 AF6882
 AF6882                          SUPERSEDED SURVEY CONTROL
 AF6882
 AF6882  NGVD 29 (09/01/92)    1.898  (m)            6.23   (f) ADJUSTED    2 2
 AF6882
 AF6882.Superseded values are not recommended for survey control.
 AF6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6882.See file dsdata.txt to determine how the superseded data were derived.
 AF6882
 AF6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL631603(NAD 83)
 AF6882_MARKER: DD = SURVEY DISK
 AF6882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6882_SP_SET: CONCRETE POST
 AF6882_STAMPING: 88 78 A23
 AF6882_PROJECTION: RECESSED 8 CENTIMETERS
 AF6882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6882+STABILITY: SURFACE MOTION
 AF6882
 AF6882  HISTORY     - Date     Condition        Report By
 AF6882  HISTORY     - 1978     MONUMENTED       FLDT
 AF6882  HISTORY     - 1988     GOOD             USPSQD
 AF6882  HISTORY     - 19930211 GOOD             USPSQD
 AF6882  HISTORY     - 19940519 GOOD             USPSQD
 AF6882  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6882  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6882  HISTORY     - 20060302 MARK NOT FOUND   USPSQD
 AF6882
 AF6882                          STATION DESCRIPTION
 AF6882
 AF6882'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6882'VERO BEACH.
 AF6882'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6882'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.9 MILE TO
 AF6882'THE JAYCEE PARK. IT IS 46.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 AF6882'AND 4 FEET WEST OF THE STEEL BARRIER CABLE AT THE WEST SIDE OF THE
 AF6882'PARK.
 AF6882'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6882'DEPARTMENT OF TRANSPORTATION.
 AF6882'THE MARK IS 4 FT  W FROM A WITNESS POST.
 AF6882
 AF6882                          STATION RECOVERY (1988)
 AF6882
 AF6882'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6882'RECOVERED IN GOOD CONDITION.
 AF6882
 AF6882                          STATION RECOVERY (1993)
 AF6882
 AF6882'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6882'RECOVERED IN GOOD CONDITION.
 AF6882
 AF6882                          STATION RECOVERY (1994)
 AF6882
 AF6882'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6882'RECOVERED IN GOOD CONDITION.
 AF6882
 AF6882                          STATION RECOVERY (1996)
 AF6882
 AF6882'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6882'MARK NOT FOUND.
 AF6882
 AF6882                          STATION RECOVERY (1998)
 AF6882
 AF6882'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6882'MARK NOT FOUND.
 AF6882
 AF6882                          STATION RECOVERY (2006)
 AF6882
 AF6882'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6882'NEW CONSTRUCTION AFTER.PAVED OVER OR THROWN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6883 ***********************************************************************
 AF6883  DESIGNATION -  88 78 A 23 RM 1 FLDNR
 AF6883  PID         -  AF6883
 AF6883  STATE/COUNTY-  FL/INDIAN RIVER
 AF6883  USGS QUAD   -  RIOMAR (1992)
 AF6883
 AF6883                         *CURRENT SURVEY CONTROL
 AF6883  ___________________________________________________________________
 AF6883* NAD 83(1986)-  27 39 57.     (N)    080 21 36.     (W)     SCALED    
 AF6883* NAVD 88     -         1.525  (meters)       5.00   (feet)  ADJUSTED  
 AF6883  ___________________________________________________________________
 AF6883  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF6883  DYNAMIC HT  -           1.523 (meters)       5.00  (feet)  COMP
 AF6883  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 AF6883
 AF6883  VERT ORDER  -  SECOND    CLASS II
 AF6883
 AF6883.The horizontal coordinates were scaled from a topographic map and have
 AF6883.an estimated accuracy of +/- 6 seconds.
 AF6883
 AF6883.The orthometric height was determined by differential leveling
 AF6883.and adjusted by the National Geodetic Survey in June 1991..
 AF6883
 AF6883.The geoid height was determined by GEOID03.
 AF6883
 AF6883.The dynamic height is computed by dividing the NAVD 88
 AF6883.geopotential number by the normal gravity value computed on the
 AF6883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6883.degrees latitude (g = 980.6199 gals.).
 AF6883
 AF6883.The modeled gravity was interpolated from observed gravity values.
 AF6883
 AF6883;                    North         East    Units  Estimated Accuracy
 AF6883;SPC FL E     -   369,340.      263,140.      MT  (+/- 180 meters Scaled)
 AF6883
 AF6883                          SUPERSEDED SURVEY CONTROL
 AF6883
 AF6883  NGVD 29 (09/01/92)    1.979  (m)            6.49   (f) ADJUSTED    2 2
 AF6883
 AF6883.Superseded values are not recommended for survey control.
 AF6883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6883.See file dsdata.txt to determine how the superseded data were derived.
 AF6883
 AF6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL631603(NAD 83)
 AF6883_MARKER: DD = SURVEY DISK
 AF6883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6883_SP_SET: CONCRETE POST
 AF6883_STAMPING: 88 78 A23 RM NO 1
 AF6883_PROJECTION: RECESSED 10 CENTIMETERS
 AF6883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6883+STABILITY: SURFACE MOTION
 AF6883
 AF6883  HISTORY     - Date     Condition        Report By
 AF6883  HISTORY     - 1978     MONUMENTED       FLDT
 AF6883  HISTORY     - 1988     GOOD             USPSQD
 AF6883  HISTORY     - 19930211 MARK NOT FOUND   USPSQD
 AF6883  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6883  HISTORY     - 19960115 GOOD             USPSQD
 AF6883  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6883  HISTORY     - 20060302 MARK NOT FOUND   USPSQD
 AF6883
 AF6883                          STATION DESCRIPTION
 AF6883
 AF6883'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6883'WERO BEACH.
 AF6883'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6883'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.9 MILE TO
 AF6883'THE JAYCEE PARK. IT IS 49.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 AF6883'AND 0.9 FOOT WEST OF THE STEEL BARRIER CABLE AT THE WEST SIDE OF THE
 AF6883'PARK.
 AF6883'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6883'DEPARTMENT OF TRANSPORTATION.
 AF6883'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AF6883
 AF6883                          STATION RECOVERY (1988)
 AF6883
 AF6883'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6883'RECOVERED IN GOOD CONDITION.
 AF6883
 AF6883                          STATION RECOVERY (1993)
 AF6883
 AF6883'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6883'MARK NOT FOUND.
 AF6883
 AF6883                          STATION RECOVERY (1994)
 AF6883
 AF6883'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6883'MARK NOT FOUND.
 AF6883
 AF6883                          STATION RECOVERY (1996)
 AF6883
 AF6883'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6883'RECOVERED IN GOOD CONDITION.
 AF6883
 AF6883                          STATION RECOVERY (1998)
 AF6883
 AF6883'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6883'MARK NOT FOUND.
 AF6883
 AF6883                          STATION RECOVERY (2006)
 AF6883
 AF6883'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6883'NEW CONSTRUCTION AFTER.PAVED OVER OR THROWN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6881 ***********************************************************************
 AF6881  DESIGNATION -  88 78 A 23 RM 2 FLDNR
 AF6881  PID         -  AF6881
 AF6881  STATE/COUNTY-  FL/INDIAN RIVER
 AF6881  USGS QUAD   -  RIOMAR (1992)
 AF6881
 AF6881                         *CURRENT SURVEY CONTROL
 AF6881  ___________________________________________________________________
 AF6881* NAD 83(1986)-  27 39 57.     (N)    080 21 36.     (W)     SCALED    
 AF6881* NAVD 88     -         1.320  (meters)       4.33   (feet)  ADJUSTED  
 AF6881  ___________________________________________________________________
 AF6881  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF6881  DYNAMIC HT  -           1.318 (meters)       4.32  (feet)  COMP
 AF6881  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 AF6881
 AF6881  VERT ORDER  -  SECOND    CLASS II
 AF6881
 AF6881.The horizontal coordinates were scaled from a topographic map and have
 AF6881.an estimated accuracy of +/- 6 seconds.
 AF6881
 AF6881.The orthometric height was determined by differential leveling
 AF6881.and adjusted by the National Geodetic Survey in June 1991..
 AF6881
 AF6881.The geoid height was determined by GEOID03.
 AF6881
 AF6881.The dynamic height is computed by dividing the NAVD 88
 AF6881.geopotential number by the normal gravity value computed on the
 AF6881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6881.degrees latitude (g = 980.6199 gals.).
 AF6881
 AF6881.The modeled gravity was interpolated from observed gravity values.
 AF6881
 AF6881;                    North         East    Units  Estimated Accuracy
 AF6881;SPC FL E     -   369,340.      263,140.      MT  (+/- 180 meters Scaled)
 AF6881
 AF6881                          SUPERSEDED SURVEY CONTROL
 AF6881
 AF6881  NGVD 29 (09/01/92)    1.774  (m)            5.82   (f) ADJUSTED    2 2
 AF6881
 AF6881.Superseded values are not recommended for survey control.
 AF6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6881.See file dsdata.txt to determine how the superseded data were derived.
 AF6881
 AF6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL631603(NAD 83)
 AF6881_MARKER: DD = SURVEY DISK
 AF6881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6881_SP_SET: CONCRETE POST
 AF6881_STAMPING: 88 78 A23 RM NO 2
 AF6881_PROJECTION: RECESSED 8 CENTIMETERS
 AF6881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6881+STABILITY: SURFACE MOTION
 AF6881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6881+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AF6881
 AF6881  HISTORY     - Date     Condition        Report By
 AF6881  HISTORY     - 1978     MONUMENTED       FLDT
 AF6881  HISTORY     - 1988     GOOD             USPSQD
 AF6881  HISTORY     - 19930211 MARK NOT FOUND   USPSQD
 AF6881  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6881  HISTORY     - 19960115 GOOD             USPSQD
 AF6881  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6881  HISTORY     - 20051215 GOOD             USPSQD
 AF6881
 AF6881                          STATION DESCRIPTION
 AF6881
 AF6881'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6881'VERO BEACH.
 AF6881'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6881'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.9 MILE TO
 AF6881'THE JAYCEE PARK. IT IS 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 AF6881'AND 0.7 FOOT WEST OF STEEL BARRIER CABLE AT WEST SIDE OF THE PARK.
 AF6881'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6881'DEPARTMENT OF TRANSPORTATION.
 AF6881'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AF6881
 AF6881                          STATION RECOVERY (1988)
 AF6881
 AF6881'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6881'RECOVERED IN GOOD CONDITION.
 AF6881
 AF6881                          STATION RECOVERY (1993)
 AF6881
 AF6881'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6881'MARK NOT FOUND.
 AF6881
 AF6881                          STATION RECOVERY (1994)
 AF6881
 AF6881'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6881'MARK NOT FOUND.
 AF6881
 AF6881                          STATION RECOVERY (1996)
 AF6881
 AF6881'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6881'RECOVERED IN GOOD CONDITION.
 AF6881
 AF6881                          STATION RECOVERY (1998)
 AF6881
 AF6881'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6881'MARK NOT FOUND.
 AF6881
 AF6881                          STATION RECOVERY (2005)
 AF6881
 AF6881'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6885 ***********************************************************************
 AF6885  DESIGNATION -  88 78 A 24 FLDNR
 AF6885  PID         -  AF6885
 AF6885  STATE/COUNTY-  FL/INDIAN RIVER
 AF6885  USGS QUAD   -  RIOMAR (1992)
 AF6885
 AF6885                         *CURRENT SURVEY CONTROL
 AF6885  ___________________________________________________________________
 AF6885* NAD 83(1986)-  27 39 48.     (N)    080 21 43.     (W)     SCALED    
 AF6885* NAVD 88     -         1.401  (meters)       4.60   (feet)  ADJUSTED  
 AF6885  ___________________________________________________________________
 AF6885  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AF6885  DYNAMIC HT  -           1.399 (meters)       4.59  (feet)  COMP
 AF6885  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AF6885
 AF6885  VERT ORDER  -  SECOND    CLASS II
 AF6885
 AF6885.The horizontal coordinates were scaled from a topographic map and have
 AF6885.an estimated accuracy of +/- 6 seconds.
 AF6885
 AF6885.The orthometric height was determined by differential leveling
 AF6885.and adjusted by the National Geodetic Survey in June 1991..
 AF6885
 AF6885.The geoid height was determined by GEOID03.
 AF6885
 AF6885.The dynamic height is computed by dividing the NAVD 88
 AF6885.geopotential number by the normal gravity value computed on the
 AF6885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6885.degrees latitude (g = 980.6199 gals.).
 AF6885
 AF6885.The modeled gravity was interpolated from observed gravity values.
 AF6885
 AF6885;                    North         East    Units  Estimated Accuracy
 AF6885;SPC FL E     -   369,070.      262,950.      MT  (+/- 180 meters Scaled)
 AF6885
 AF6885                          SUPERSEDED SURVEY CONTROL
 AF6885
 AF6885  NGVD 29 (09/01/92)    1.855  (m)            6.09   (f) ADJUSTED    2 2
 AF6885
 AF6885.Superseded values are not recommended for survey control.
 AF6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6885.See file dsdata.txt to determine how the superseded data were derived.
 AF6885
 AF6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL629600(NAD 83)
 AF6885_MARKER: DD = SURVEY DISK
 AF6885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6885_SP_SET: CONCRETE POST
 AF6885_STAMPING: 88 78 A24
 AF6885_PROJECTION: RECESSED 8 CENTIMETERS
 AF6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6885+STABILITY: SURFACE MOTION
 AF6885
 AF6885  HISTORY     - Date     Condition        Report By
 AF6885  HISTORY     - 1978     MONUMENTED       FLDT
 AF6885  HISTORY     - 1988     GOOD             USPSQD
 AF6885  HISTORY     - 19930211 MARK NOT FOUND   USPSQD
 AF6885  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6885  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6885  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6885  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF6885
 AF6885                          STATION DESCRIPTION
 AF6885
 AF6885'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6885'VERO BEACH.
 AF6885'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6885'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.7 MILE TO
 AF6885'THE JUNCTION OF KUMQUAT AVENUE. IT IS 75.5 FEET SOUTHWEST AND ACROSS
 AF6885'THE HIGHWAY FROM A CONCRETE POWER POLE, 29 FEET WEST OF THE CENTERLINE
 AF6885'OF THE JUNCTION AND 17.8 FEET WEST OF THE WEST EDGE OF THE HIGHWAY
 AF6885'PAVEMENT.
 AF6885'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6885'DEPARTMENT OF TRANSPORTATION.
 AF6885'THE MARK IS 3 FT  W FROM A WITNESS POST.
 AF6885
 AF6885                          STATION RECOVERY (1988)
 AF6885
 AF6885'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6885'RECOVERED IN GOOD CONDITION.
 AF6885
 AF6885                          STATION RECOVERY (1993)
 AF6885
 AF6885'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6885'MARK NOT FOUND.
 AF6885
 AF6885                          STATION RECOVERY (1994)
 AF6885
 AF6885'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6885'MARK NOT FOUND.
 AF6885
 AF6885                          STATION RECOVERY (1996)
 AF6885
 AF6885'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6885'MARK NOT FOUND.
 AF6885
 AF6885                          STATION RECOVERY (1998)
 AF6885
 AF6885'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6885'MARK NOT FOUND.
 AF6885
 AF6885                          STATION RECOVERY (2005)
 AF6885
 AF6885'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6886 ***********************************************************************
 AF6886  DESIGNATION -  88 78 A 24 RM 1 FLDNR
 AF6886  PID         -  AF6886
 AF6886  STATE/COUNTY-  FL/INDIAN RIVER
 AF6886  USGS QUAD   -  RIOMAR (1992)
 AF6886
 AF6886                         *CURRENT SURVEY CONTROL
 AF6886  ___________________________________________________________________
 AF6886* NAD 83(1986)-  27 39 48.     (N)    080 21 43.     (W)     SCALED    
 AF6886* NAVD 88     -         1.465  (meters)       4.81   (feet)  ADJUSTED  
 AF6886  ___________________________________________________________________
 AF6886  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AF6886  DYNAMIC HT  -           1.463 (meters)       4.80  (feet)  COMP
 AF6886  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AF6886
 AF6886  VERT ORDER  -  SECOND    CLASS II
 AF6886
 AF6886.The horizontal coordinates were scaled from a topographic map and have
 AF6886.an estimated accuracy of +/- 6 seconds.
 AF6886
 AF6886.The orthometric height was determined by differential leveling
 AF6886.and adjusted by the National Geodetic Survey in June 1991..
 AF6886
 AF6886.The geoid height was determined by GEOID03.
 AF6886
 AF6886.The dynamic height is computed by dividing the NAVD 88
 AF6886.geopotential number by the normal gravity value computed on the
 AF6886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6886.degrees latitude (g = 980.6199 gals.).
 AF6886
 AF6886.The modeled gravity was interpolated from observed gravity values.
 AF6886
 AF6886;                    North         East    Units  Estimated Accuracy
 AF6886;SPC FL E     -   369,070.      262,950.      MT  (+/- 180 meters Scaled)
 AF6886
 AF6886                          SUPERSEDED SURVEY CONTROL
 AF6886
 AF6886  NGVD 29 (09/01/92)    1.919  (m)            6.30   (f) ADJUSTED    2 2
 AF6886
 AF6886.Superseded values are not recommended for survey control.
 AF6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6886.See file dsdata.txt to determine how the superseded data were derived.
 AF6886
 AF6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL629600(NAD 83)
 AF6886_MARKER: DD = SURVEY DISK
 AF6886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6886_SP_SET: CONCRETE POST
 AF6886_STAMPING: 88 78 A24 RM NO 1
 AF6886_PROJECTION: RECESSED 20 CENTIMETERS
 AF6886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6886+STABILITY: SURFACE MOTION
 AF6886
 AF6886  HISTORY     - Date     Condition        Report By
 AF6886  HISTORY     - 1978     MONUMENTED       FLDT
 AF6886  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6886  HISTORY     - 19930211 MARK NOT FOUND   USPSQD
 AF6886  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6886  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6886  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6886  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF6886
 AF6886                          STATION DESCRIPTION
 AF6886
 AF6886'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6886'VERO BEACH.
 AF6886'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6886'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.7 MILE TO
 AF6886'THE JUNCTION OF KUMQUAT AVENUE. IT IS 32 FEET SOUTHWEST OF THE
 AF6886'CENTERLINE OF THE JUNCTION AND 6 FEET WEST OF THE WEST EDGE OF THE
 AF6886'HIGHWAY PAVEMENT.
 AF6886'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6886'DEPARTMENT OF TRANSPORTATION.
 AF6886'THE MARK IS 11 FT  E FROM A WITNESS POST.
 AF6886
 AF6886                          STATION RECOVERY (1988)
 AF6886
 AF6886'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6886'MARK NOT FOUND.
 AF6886
 AF6886                          STATION RECOVERY (1993)
 AF6886
 AF6886'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6886'MARK NOT FOUND.
 AF6886
 AF6886                          STATION RECOVERY (1994)
 AF6886
 AF6886'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6886'MARK NOT FOUND.
 AF6886
 AF6886                          STATION RECOVERY (1996)
 AF6886
 AF6886'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6886'MARK NOT FOUND.
 AF6886
 AF6886                          STATION RECOVERY (1998)
 AF6886
 AF6886'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6886'MARK NOT FOUND.
 AF6886
 AF6886                          STATION RECOVERY (2005)
 AF6886
 AF6886'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6886'NOTE  I BELIEVE THAT AF 6684, 6685, 6686 HAS BEEN REPLACED WITH Z632
 AF6886'IN 2005 WHEN THE WIDENING OF THE ROAD WAS COMPLETED. THE IS A TUBE IN
 AF6886'THE GROUND,ABOUT 18IN DEEP, WITH A WHITE ROD STICKING UP. WITH A BRASE
 AF6886'COVER OVER IT. THE WRITING INCLUDES Z683 2005.
 AF6886' 
 AF6886'27 39 820 N 080 21 715 W ARE THE GBS COORDINATES. JACK
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6884 ***********************************************************************
 AF6884  DESIGNATION -  88 78 A 24 RM 2 FLDNR
 AF6884  PID         -  AF6884
 AF6884  STATE/COUNTY-  FL/INDIAN RIVER
 AF6884  USGS QUAD   -  RIOMAR (1992)
 AF6884
 AF6884                         *CURRENT SURVEY CONTROL
 AF6884  ___________________________________________________________________
 AF6884* NAD 83(1986)-  27 39 48.     (N)    080 21 43.     (W)     SCALED    
 AF6884* NAVD 88     -         1.561  (meters)       5.12   (feet)  ADJUSTED  
 AF6884  ___________________________________________________________________
 AF6884  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AF6884  DYNAMIC HT  -           1.558 (meters)       5.11  (feet)  COMP
 AF6884  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AF6884
 AF6884  VERT ORDER  -  SECOND    CLASS II
 AF6884
 AF6884.The horizontal coordinates were scaled from a topographic map and have
 AF6884.an estimated accuracy of +/- 6 seconds.
 AF6884
 AF6884.The orthometric height was determined by differential leveling
 AF6884.and adjusted by the National Geodetic Survey in June 1991..
 AF6884
 AF6884.The geoid height was determined by GEOID03.
 AF6884
 AF6884.The dynamic height is computed by dividing the NAVD 88
 AF6884.geopotential number by the normal gravity value computed on the
 AF6884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6884.degrees latitude (g = 980.6199 gals.).
 AF6884
 AF6884.The modeled gravity was interpolated from observed gravity values.
 AF6884
 AF6884;                    North         East    Units  Estimated Accuracy
 AF6884;SPC FL E     -   369,070.      262,950.      MT  (+/- 180 meters Scaled)
 AF6884
 AF6884                          SUPERSEDED SURVEY CONTROL
 AF6884
 AF6884  NGVD 29 (09/01/92)    2.014  (m)            6.61   (f) ADJUSTED    2 2
 AF6884
 AF6884.Superseded values are not recommended for survey control.
 AF6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6884.See file dsdata.txt to determine how the superseded data were derived.
 AF6884
 AF6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL629600(NAD 83)
 AF6884_MARKER: DD = SURVEY DISK
 AF6884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6884_SP_SET: CONCRETE POST
 AF6884_STAMPING: 88 78 A24 RM NO 2
 AF6884_PROJECTION: RECESSED 8 CENTIMETERS
 AF6884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6884+STABILITY: SURFACE MOTION
 AF6884
 AF6884  HISTORY     - Date     Condition        Report By
 AF6884  HISTORY     - 1978     MONUMENTED       FLDT
 AF6884  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6884  HISTORY     - 19930211 GOOD             USPSQD
 AF6884  HISTORY     - 19940519 GOOD             USPSQD
 AF6884  HISTORY     - 19960115 GOOD             USPSQD
 AF6884  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6884  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF6884
 AF6884                          STATION DESCRIPTION
 AF6884
 AF6884'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6884'VERO BEACH.
 AF6884'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6884'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.7 MILE TO
 AF6884'THE JUNCTION OF KUMQUAT AVENUE. IT IS 54.1 FEET WEST SOUTHWEST AND
 AF6884'ACROSS THE HIGHWAY FROM A CONCRETE POWER POLE, 30.3 FEET NORTHWEST OF
 AF6884'THE CENTERLINE OF THE JUNCTION AND 8 FEET WEST OF THE WEST EDGE OF THE
 AF6884'HIGHWAY PAVEMENT.
 AF6884'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6884'DEPARTMENT OF TRANSPORTATION.
 AF6884'THE MARK IS 8 FT  E FROM A WITNESS POST.
 AF6884
 AF6884                          STATION RECOVERY (1988)
 AF6884
 AF6884'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6884'MARK NOT FOUND.
 AF6884
 AF6884                          STATION RECOVERY (1993)
 AF6884
 AF6884'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6884'RECOVERED IN GOOD CONDITION.
 AF6884
 AF6884                          STATION RECOVERY (1994)
 AF6884
 AF6884'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6884'RECOVERED IN GOOD CONDITION.
 AF6884
 AF6884                          STATION RECOVERY (1996)
 AF6884
 AF6884'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6884'RECOVERED IN GOOD CONDITION.
 AF6884
 AF6884                          STATION RECOVERY (1998)
 AF6884
 AF6884'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6884'MARK NOT FOUND.
 AF6884
 AF6884                          STATION RECOVERY (2005)
 AF6884
 AF6884'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6888 ***********************************************************************
 AF6888  DESIGNATION -  88 78 A 25 FLDNR
 AF6888  PID         -  AF6888
 AF6888  STATE/COUNTY-  FL/INDIAN RIVER
 AF6888  USGS QUAD   -  RIOMAR (1992)
 AF6888
 AF6888                         *CURRENT SURVEY CONTROL
 AF6888  ___________________________________________________________________
 AF6888* NAD 83(1986)-  27 39 24.     (N)    080 21 37.     (W)     SCALED    
 AF6888* NAVD 88     -         1.376  (meters)       4.51   (feet)  ADJUSTED  
 AF6888  ___________________________________________________________________
 AF6888  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AF6888  DYNAMIC HT  -           1.374 (meters)       4.51  (feet)  COMP
 AF6888  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 AF6888
 AF6888  VERT ORDER  -  SECOND    CLASS II
 AF6888
 AF6888.The horizontal coordinates were scaled from a topographic map and have
 AF6888.an estimated accuracy of +/- 6 seconds.
 AF6888
 AF6888.The orthometric height was determined by differential leveling
 AF6888.and adjusted by the National Geodetic Survey in June 1991..
 AF6888
 AF6888.The geoid height was determined by GEOID03.
 AF6888
 AF6888.The dynamic height is computed by dividing the NAVD 88
 AF6888.geopotential number by the normal gravity value computed on the
 AF6888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6888.degrees latitude (g = 980.6199 gals.).
 AF6888
 AF6888.The modeled gravity was interpolated from observed gravity values.
 AF6888
 AF6888;                    North         East    Units  Estimated Accuracy
 AF6888;SPC FL E     -   368,330.      263,120.      MT  (+/- 180 meters Scaled)
 AF6888
 AF6888                          SUPERSEDED SURVEY CONTROL
 AF6888
 AF6888  NGVD 29 (09/01/92)    1.829  (m)            6.00   (f) ADJUSTED    2 2
 AF6888
 AF6888.Superseded values are not recommended for survey control.
 AF6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6888.See file dsdata.txt to determine how the superseded data were derived.
 AF6888
 AF6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL630593(NAD 83)
 AF6888_MARKER: DD = SURVEY DISK
 AF6888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6888_SP_SET: CONCRETE POST
 AF6888_STAMPING: 88 78 A25
 AF6888_PROJECTION: RECESSED 30 CENTIMETERS
 AF6888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6888+STABILITY: SURFACE MOTION
 AF6888
 AF6888  HISTORY     - Date     Condition        Report By
 AF6888  HISTORY     - 1978     MONUMENTED       FLDT
 AF6888  HISTORY     - 1988     GOOD             USPSQD
 AF6888  HISTORY     - 19930211 GOOD             USPSQD
 AF6888  HISTORY     - 19940519 GOOD             USPSQD
 AF6888  HISTORY     - 19960115 GOOD             USPSQD
 AF6888  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6888
 AF6888                          STATION DESCRIPTION
 AF6888
 AF6888'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6888'VERO BEACH.
 AF6888'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6888'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.2 MILE. IT
 AF6888'IS 25.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 14.5 FEET NORTH OF
 AF6888'THE CENTERLINE OF THE NORTH ONE OF 2 DRIVES LEADING TO THE ADDRESS OF
 AF6888'3526 NORTH A1A AND 9.3 FEET NORTHWEST OF A CONCRETE POWER POLE.
 AF6888'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6888'DEPARTMENT OF TRANSPORTATION.
 AF6888'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AF6888
 AF6888                          STATION RECOVERY (1988)
 AF6888
 AF6888'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6888'RECOVERED IN GOOD CONDITION.
 AF6888
 AF6888                          STATION RECOVERY (1993)
 AF6888
 AF6888'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6888'RECOVERED IN GOOD CONDITION.
 AF6888
 AF6888                          STATION RECOVERY (1994)
 AF6888
 AF6888'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6888'RECOVERED IN GOOD CONDITION.
 AF6888
 AF6888                          STATION RECOVERY (1996)
 AF6888
 AF6888'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6888'RECOVERED IN GOOD CONDITION.
 AF6888
 AF6888                          STATION RECOVERY (1998)
 AF6888
 AF6888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6887 ***********************************************************************
 AF6887  DESIGNATION -  88 78 A 25 RM 1 FLDNR
 AF6887  PID         -  AF6887
 AF6887  STATE/COUNTY-  FL/INDIAN RIVER
 AF6887  USGS QUAD   -  RIOMAR (1992)
 AF6887
 AF6887                         *CURRENT SURVEY CONTROL
 AF6887  ___________________________________________________________________
 AF6887* NAD 83(1986)-  27 39 24.     (N)    080 21 37.     (W)     SCALED    
 AF6887* NAVD 88     -         2.117  (meters)       6.95   (feet)  ADJUSTED  
 AF6887  ___________________________________________________________________
 AF6887  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AF6887  DYNAMIC HT  -           2.114 (meters)       6.94  (feet)  COMP
 AF6887  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 AF6887
 AF6887  VERT ORDER  -  SECOND    CLASS II
 AF6887
 AF6887.The horizontal coordinates were scaled from a topographic map and have
 AF6887.an estimated accuracy of +/- 6 seconds.
 AF6887
 AF6887.The orthometric height was determined by differential leveling
 AF6887.and adjusted by the National Geodetic Survey in June 1991..
 AF6887
 AF6887.The geoid height was determined by GEOID03.
 AF6887
 AF6887.The dynamic height is computed by dividing the NAVD 88
 AF6887.geopotential number by the normal gravity value computed on the
 AF6887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6887.degrees latitude (g = 980.6199 gals.).
 AF6887
 AF6887.The modeled gravity was interpolated from observed gravity values.
 AF6887
 AF6887;                    North         East    Units  Estimated Accuracy
 AF6887;SPC FL E     -   368,330.      263,120.      MT  (+/- 180 meters Scaled)
 AF6887
 AF6887                          SUPERSEDED SURVEY CONTROL
 AF6887
 AF6887  NGVD 29 (09/01/92)    2.570  (m)            8.43   (f) ADJUSTED    2 2
 AF6887
 AF6887.Superseded values are not recommended for survey control.
 AF6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6887.See file dsdata.txt to determine how the superseded data were derived.
 AF6887
 AF6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL630593(NAD 83)
 AF6887_MARKER: DD = SURVEY DISK
 AF6887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6887_SP_SET: CONCRETE POST
 AF6887_STAMPING: 88 78 A25 RM NO 1
 AF6887_PROJECTION: PROJECTING 5 CENTIMETERS
 AF6887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6887+STABILITY: SURFACE MOTION
 AF6887
 AF6887  HISTORY     - Date     Condition        Report By
 AF6887  HISTORY     - 1978     MONUMENTED       FLDT
 AF6887  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6887  HISTORY     - 19930211 MARK NOT FOUND   USPSQD
 AF6887  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6887  HISTORY     - 19970109 GOOD             USPSQD
 AF6887  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6887  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 AF6887
 AF6887                          STATION DESCRIPTION
 AF6887
 AF6887'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6887'VERO BEACH.
 AF6887'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6887'BOULEVARD) AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.2 MILE. IT
 AF6887'IS 49.8 FEET NORTH NORTHEAST OF A CONCRETE POWER POLE AND 41.1 FEET
 AF6887'EAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6887'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6887'DEPARTMENT OF TRANSPORTATION.
 AF6887'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AF6887
 AF6887                          STATION RECOVERY (1988)
 AF6887
 AF6887'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6887'MARK NOT FOUND.
 AF6887
 AF6887                          STATION RECOVERY (1993)
 AF6887
 AF6887'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6887'MARK NOT FOUND.
 AF6887
 AF6887                          STATION RECOVERY (1994)
 AF6887
 AF6887'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6887'MARK NOT FOUND.
 AF6887
 AF6887                          STATION RECOVERY (1997)
 AF6887
 AF6887'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6887'RECOVERED IN GOOD CONDITION.
 AF6887
 AF6887                          STATION RECOVERY (1998)
 AF6887
 AF6887'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6887'MARK NOT FOUND.
 AF6887
 AF6887                          STATION RECOVERY (2005)
 AF6887
 AF6887'RECOVERY NOTE BY US POWER SQUADRON 2005
 AF6887'FOUND WITNESS POST BUT THE AREA LOOKS LIKE IT WAS DUG UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6889 ***********************************************************************
 AF6889  DESIGNATION -  88 78 A 25 RM 2 FLDNR
 AF6889  PID         -  AF6889
 AF6889  STATE/COUNTY-  FL/INDIAN RIVER
 AF6889  USGS QUAD   -  RIOMAR (1992)
 AF6889
 AF6889                         *CURRENT SURVEY CONTROL
 AF6889  ___________________________________________________________________
 AF6889* NAD 83(1986)-  27 39 24.     (N)    080 21 37.     (W)     SCALED    
 AF6889* NAVD 88     -         1.460  (meters)       4.79   (feet)  ADJUSTED  
 AF6889  ___________________________________________________________________
 AF6889  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AF6889  DYNAMIC HT  -           1.458 (meters)       4.78  (feet)  COMP
 AF6889  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 AF6889
 AF6889  VERT ORDER  -  SECOND    CLASS II
 AF6889
 AF6889.The horizontal coordinates were scaled from a topographic map and have
 AF6889.an estimated accuracy of +/- 6 seconds.
 AF6889
 AF6889.The orthometric height was determined by differential leveling
 AF6889.and adjusted by the National Geodetic Survey in June 1991..
 AF6889
 AF6889.The geoid height was determined by GEOID03.
 AF6889
 AF6889.The dynamic height is computed by dividing the NAVD 88
 AF6889.geopotential number by the normal gravity value computed on the
 AF6889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6889.degrees latitude (g = 980.6199 gals.).
 AF6889
 AF6889.The modeled gravity was interpolated from observed gravity values.
 AF6889
 AF6889;                    North         East    Units  Estimated Accuracy
 AF6889;SPC FL E     -   368,330.      263,120.      MT  (+/- 180 meters Scaled)
 AF6889
 AF6889                          SUPERSEDED SURVEY CONTROL
 AF6889
 AF6889  NGVD 29 (09/01/92)    1.913  (m)            6.28   (f) ADJUSTED    2 2
 AF6889
 AF6889.Superseded values are not recommended for survey control.
 AF6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6889.See file dsdata.txt to determine how the superseded data were derived.
 AF6889
 AF6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL630593(NAD 83)
 AF6889_MARKER: DD = SURVEY DISK
 AF6889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6889_SP_SET: CONCRETE POST
 AF6889_STAMPING: 88 78 A25 RM NO 2
 AF6889_PROJECTION: RECESSED 5 CENTIMETERS
 AF6889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6889+STABILITY: SURFACE MOTION
 AF6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6889+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AF6889
 AF6889  HISTORY     - Date     Condition        Report By
 AF6889  HISTORY     - 1978     MONUMENTED       FLDT
 AF6889  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6889  HISTORY     - 19930211 GOOD             USPSQD
 AF6889  HISTORY     - 19940519 GOOD             USPSQD
 AF6889  HISTORY     - 19960115 GOOD             USPSQD
 AF6889  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AF6889  HISTORY     - 20051117 GOOD             USPSQD
 AF6889
 AF6889                          STATION DESCRIPTION
 AF6889
 AF6889'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6889'VERO BEACH.
 AF6889'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6889'BOULEVARD), AT VERO BEACH, GO NORTH ON STATE ROAD A1A FOR 0.2 MILE. IT
 AF6889'IS 33.9 FEET SOUTH OF THE CENTERLINE OF THE NORTH ONE OF 2 DRIVES
 AF6889'LEADING TO THE ADDRESS OF 3526 NORTH A1A, 23.2 FEET EAST OF THE
 AF6889'CENTERLINE OF THE HIGHWAY AND 11.3 FEET WEST OF THE WEST EDGE OF THE
 AF6889'CONCRETE SIDEWALK.
 AF6889'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6889'DEPARTMENT OF TRANSPORTATION.
 AF6889'THE MARK IS 2 FT  W FROM A WITNESS POST.
 AF6889
 AF6889                          STATION RECOVERY (1988)
 AF6889
 AF6889'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6889'MARK NOT FOUND.
 AF6889
 AF6889                          STATION RECOVERY (1993)
 AF6889
 AF6889'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6889'RECOVERED IN GOOD CONDITION.
 AF6889
 AF6889                          STATION RECOVERY (1994)
 AF6889
 AF6889'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6889'RECOVERED IN GOOD CONDITION.
 AF6889
 AF6889                          STATION RECOVERY (1996)
 AF6889
 AF6889'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6889'RECOVERED IN GOOD CONDITION.
 AF6889
 AF6889                          STATION RECOVERY (1998)
 AF6889
 AF6889'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6889'MARK NOT FOUND.
 AF6889
 AF6889                          STATION RECOVERY (2005)
 AF6889
 AF6889'RECOVERY NOTE BY US POWER SQUADRON 2005
 AF6889'DISC READS 8886 PRINT OUT READS 8878.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6891 ***********************************************************************
 AF6891  DESIGNATION -  88 78 A 26 FLDNR
 AF6891  PID         -  AF6891
 AF6891  STATE/COUNTY-  FL/INDIAN RIVER
 AF6891  USGS QUAD   -  RIOMAR (1992)
 AF6891
 AF6891                         *CURRENT SURVEY CONTROL
 AF6891  ___________________________________________________________________
 AF6891* NAD 83(1986)-  27 38 40.     (N)    080 21 38.     (W)     SCALED    
 AF6891* NAVD 88     -         1.456  (meters)       4.78   (feet)  ADJUSTED  
 AF6891  ___________________________________________________________________
 AF6891  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6891  DYNAMIC HT  -           1.454 (meters)       4.77  (feet)  COMP
 AF6891  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 AF6891
 AF6891  VERT ORDER  -  SECOND    CLASS II
 AF6891
 AF6891.The horizontal coordinates were scaled from a topographic map and have
 AF6891.an estimated accuracy of +/- 6 seconds.
 AF6891
 AF6891.The orthometric height was determined by differential leveling
 AF6891.and adjusted by the National Geodetic Survey in June 1991..
 AF6891
 AF6891.The geoid height was determined by GEOID03.
 AF6891
 AF6891.The dynamic height is computed by dividing the NAVD 88
 AF6891.geopotential number by the normal gravity value computed on the
 AF6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6891.degrees latitude (g = 980.6199 gals.).
 AF6891
 AF6891.The modeled gravity was interpolated from observed gravity values.
 AF6891
 AF6891;                    North         East    Units  Estimated Accuracy
 AF6891;SPC FL E     -   366,970.      263,100.      MT  (+/- 180 meters Scaled)
 AF6891
 AF6891                          SUPERSEDED SURVEY CONTROL
 AF6891
 AF6891  NGVD 29 (09/01/92)    1.910  (m)            6.27   (f) ADJUSTED    2 2
 AF6891
 AF6891.Superseded values are not recommended for survey control.
 AF6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6891.See file dsdata.txt to determine how the superseded data were derived.
 AF6891
 AF6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL630579(NAD 83)
 AF6891_MARKER: DD = SURVEY DISK
 AF6891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6891_SP_SET: CONCRETE POST
 AF6891_STAMPING: 88 78 A26
 AF6891_PROJECTION: PROJECTING 10 CENTIMETERS
 AF6891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6891+STABILITY: SURFACE MOTION
 AF6891
 AF6891  HISTORY     - Date     Condition        Report By
 AF6891  HISTORY     - 1978     MONUMENTED       FLDT
 AF6891  HISTORY     - 1988     GOOD             USPSQD
 AF6891  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6891  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 AF6891  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF6891
 AF6891                          STATION DESCRIPTION
 AF6891
 AF6891'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6891'VERO BEACH.
 AF6891'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6891'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.6 MILE TO
 AF6891'THE ENTRANCE TO RIOMAR BAY YACHT CLUB. IT IS 37.7 FEET NORTH NORTHEAST
 AF6891'OF A CONCRETE POWER POLE, 32.2 FEET WEST OF THE CENTERLINE OF THE
 AF6891'HIGHWAY AND 18.5 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE DRIVE.
 AF6891'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6891'DEPARTMENT OF TRANSPORTATION.
 AF6891
 AF6891                          STATION RECOVERY (1988)
 AF6891
 AF6891'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6891'RECOVERED IN GOOD CONDITION.
 AF6891
 AF6891                          STATION RECOVERY (1994)
 AF6891
 AF6891'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6891'MARK NOT FOUND.
 AF6891
 AF6891                          STATION RECOVERY (1996)
 AF6891
 AF6891'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6891'MARK NOT FOUND.
 AF6891
 AF6891                          STATION RECOVERY (2005)
 AF6891
 AF6891'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6892 ***********************************************************************
 AF6892  DESIGNATION -  88 78 A 26 RM 1 FLDNR
 AF6892  PID         -  AF6892
 AF6892  STATE/COUNTY-  FL/INDIAN RIVER
 AF6892  USGS QUAD   -  RIOMAR (1992)
 AF6892
 AF6892                         *CURRENT SURVEY CONTROL
 AF6892  ___________________________________________________________________
 AF6892* NAD 83(1986)-  27 38 40.     (N)    080 21 38.     (W)     SCALED    
 AF6892* NAVD 88     -         1.348  (meters)       4.42   (feet)  ADJUSTED  
 AF6892  ___________________________________________________________________
 AF6892  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6892  DYNAMIC HT  -           1.346 (meters)       4.42  (feet)  COMP
 AF6892  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 AF6892
 AF6892  VERT ORDER  -  SECOND    CLASS II
 AF6892
 AF6892.The horizontal coordinates were scaled from a topographic map and have
 AF6892.an estimated accuracy of +/- 6 seconds.
 AF6892
 AF6892.The orthometric height was determined by differential leveling
 AF6892.and adjusted by the National Geodetic Survey in June 1991..
 AF6892
 AF6892.The geoid height was determined by GEOID03.
 AF6892
 AF6892.The dynamic height is computed by dividing the NAVD 88
 AF6892.geopotential number by the normal gravity value computed on the
 AF6892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6892.degrees latitude (g = 980.6199 gals.).
 AF6892
 AF6892.The modeled gravity was interpolated from observed gravity values.
 AF6892
 AF6892;                    North         East    Units  Estimated Accuracy
 AF6892;SPC FL E     -   366,970.      263,100.      MT  (+/- 180 meters Scaled)
 AF6892
 AF6892                          SUPERSEDED SURVEY CONTROL
 AF6892
 AF6892  NGVD 29 (09/01/92)    1.801  (m)            5.91   (f) ADJUSTED    2 2
 AF6892
 AF6892.Superseded values are not recommended for survey control.
 AF6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6892.See file dsdata.txt to determine how the superseded data were derived.
 AF6892
 AF6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL630579(NAD 83)
 AF6892_MARKER: DD = SURVEY DISK
 AF6892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6892_SP_SET: CONCRETE POST
 AF6892_STAMPING: 88 78 A26 RM NO 1
 AF6892_PROJECTION: RECESSED 3 CENTIMETERS
 AF6892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6892+STABILITY: SURFACE MOTION
 AF6892
 AF6892  HISTORY     - Date     Condition        Report By
 AF6892  HISTORY     - 1978     MONUMENTED       FLDT
 AF6892  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6892  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6892  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 AF6892  HISTORY     - 20051117 MARK NOT FOUND   USPSQD
 AF6892
 AF6892                          STATION DESCRIPTION
 AF6892
 AF6892'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6892'VERO BEACH.
 AF6892'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6892'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.6 MILE TO
 AF6892'THE ENTRANCE TO RIOMAR BAY YACHT CLUB. IT IS 71 FEET SOUTH OF THE
 AF6892'CENTERLINE OF THE ENTRANCE DRIVE, 32.5 FEET WEST OF THE CENTERLINE OF
 AF6892'THE HIGHWAY, AND 13.3 FEET SOUTHEAST OF A CONCRETE POWER POLE.
 AF6892'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6892'DEPARTMENT OF TRANSPORTATION.
 AF6892
 AF6892                          STATION RECOVERY (1988)
 AF6892
 AF6892'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6892'MARK NOT FOUND.
 AF6892
 AF6892                          STATION RECOVERY (1994)
 AF6892
 AF6892'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6892'MARK NOT FOUND.
 AF6892
 AF6892                          STATION RECOVERY (1996)
 AF6892
 AF6892'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6892'MARK NOT FOUND.
 AF6892
 AF6892                          STATION RECOVERY (2005)
 AF6892
 AF6892'RECOVERY NOTE BY US POWER SQUADRON 2005
 AF6892'LOOKS LIKE IT WAS PAVED OVER WHEN NEW CLUB WAS BUILT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6890 ***********************************************************************
 AF6890  DESIGNATION -  88 78 A 26 RM 2 FLDNR
 AF6890  PID         -  AF6890
 AF6890  STATE/COUNTY-  FL/INDIAN RIVER
 AF6890  USGS QUAD   -  RIOMAR (1992)
 AF6890
 AF6890                         *CURRENT SURVEY CONTROL
 AF6890  ___________________________________________________________________
 AF6890* NAD 83(1986)-  27 38 40.     (N)    080 21 38.     (W)     SCALED    
 AF6890* NAVD 88     -         1.464  (meters)       4.80   (feet)  ADJUSTED  
 AF6890  ___________________________________________________________________
 AF6890  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6890  DYNAMIC HT  -           1.462 (meters)       4.80  (feet)  COMP
 AF6890  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 AF6890
 AF6890  VERT ORDER  -  SECOND    CLASS II
 AF6890
 AF6890.The horizontal coordinates were scaled from a topographic map and have
 AF6890.an estimated accuracy of +/- 6 seconds.
 AF6890
 AF6890.The orthometric height was determined by differential leveling
 AF6890.and adjusted by the National Geodetic Survey in June 1991..
 AF6890
 AF6890.The geoid height was determined by GEOID03.
 AF6890
 AF6890.The dynamic height is computed by dividing the NAVD 88
 AF6890.geopotential number by the normal gravity value computed on the
 AF6890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6890.degrees latitude (g = 980.6199 gals.).
 AF6890
 AF6890.The modeled gravity was interpolated from observed gravity values.
 AF6890
 AF6890;                    North         East    Units  Estimated Accuracy
 AF6890;SPC FL E     -   366,970.      263,100.      MT  (+/- 180 meters Scaled)
 AF6890
 AF6890                          SUPERSEDED SURVEY CONTROL
 AF6890
 AF6890  NGVD 29 (09/01/92)    1.917  (m)            6.29   (f) ADJUSTED    2 2
 AF6890
 AF6890.Superseded values are not recommended for survey control.
 AF6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6890.See file dsdata.txt to determine how the superseded data were derived.
 AF6890
 AF6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL630579(NAD 83)
 AF6890_MARKER: DD = SURVEY DISK
 AF6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6890_SP_SET: CONCRETE POST
 AF6890_STAMPING: 88 78 A26 RM NO 2
 AF6890_PROJECTION: RECESSED 10 CENTIMETERS
 AF6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6890+STABILITY: SURFACE MOTION
 AF6890
 AF6890  HISTORY     - Date     Condition        Report By
 AF6890  HISTORY     - 1978     MONUMENTED       FLDT
 AF6890  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6890  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF6890  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6890  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF6890
 AF6890                          STATION DESCRIPTION
 AF6890
 AF6890'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6890'VERO BEACH.
 AF6890'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6890'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.6 MILE TO
 AF6890'THE ENTRANCE TO RIOMAR BAY YACHT CLUB. IT IS 29.1 FEET WEST OF THE
 AF6890'CENTERLINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTERLINE OF THE
 AF6890'ENTRANCE DRIVE AND 11.1 FEET EAST NORTHEAST OF THE YACHT CLUB SIGN
 AF6890'POST.
 AF6890'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6890'DEPARTMENT OF TRANSPORTATION.
 AF6890
 AF6890                          STATION RECOVERY (1988)
 AF6890
 AF6890'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6890'MARK NOT FOUND.
 AF6890
 AF6890                          STATION RECOVERY (1994)
 AF6890
 AF6890'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6890'MARK NOT FOUND.
 AF6890
 AF6890                          STATION RECOVERY (1996)
 AF6890
 AF6890'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6890'MARK NOT FOUND.
 AF6890
 AF6890                          STATION RECOVERY (2005)
 AF6890
 AF6890'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6894 ***********************************************************************
 AF6894  DESIGNATION -  88 78 A 27 FLDNR
 AF6894  PID         -  AF6894
 AF6894  STATE/COUNTY-  FL/INDIAN RIVER
 AF6894  USGS QUAD   -  RIOMAR (1992)
 AF6894
 AF6894                         *CURRENT SURVEY CONTROL
 AF6894  ___________________________________________________________________
 AF6894* NAD 83(1986)-  27 38 27.     (N)    080 21 36.     (W)     SCALED    
 AF6894* NAVD 88     -         0.920  (meters)       3.02   (feet)  ADJUSTED  
 AF6894  ___________________________________________________________________
 AF6894  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6894  DYNAMIC HT  -           0.919 (meters)       3.02  (feet)  COMP
 AF6894  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AF6894
 AF6894  VERT ORDER  -  SECOND    CLASS II
 AF6894
 AF6894.The horizontal coordinates were scaled from a topographic map and have
 AF6894.an estimated accuracy of +/- 6 seconds.
 AF6894
 AF6894.The orthometric height was determined by differential leveling
 AF6894.and adjusted by the National Geodetic Survey in June 1991..
 AF6894
 AF6894.The geoid height was determined by GEOID03.
 AF6894
 AF6894.The dynamic height is computed by dividing the NAVD 88
 AF6894.geopotential number by the normal gravity value computed on the
 AF6894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6894.degrees latitude (g = 980.6199 gals.).
 AF6894
 AF6894.The modeled gravity was interpolated from observed gravity values.
 AF6894
 AF6894;                    North         East    Units  Estimated Accuracy
 AF6894;SPC FL E     -   366,570.      263,160.      MT  (+/- 180 meters Scaled)
 AF6894
 AF6894                          SUPERSEDED SURVEY CONTROL
 AF6894
 AF6894  NGVD 29 (09/01/92)    1.373  (m)            4.50   (f) ADJUSTED    2 2
 AF6894
 AF6894.Superseded values are not recommended for survey control.
 AF6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6894.See file dsdata.txt to determine how the superseded data were derived.
 AF6894
 AF6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL631575(NAD 83)
 AF6894_MARKER: DD = SURVEY DISK
 AF6894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6894_SP_SET: CONCRETE POST
 AF6894_STAMPING: 88 78 A27
 AF6894_PROJECTION: RECESSED 15 CENTIMETERS
 AF6894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6894+STABILITY: SURFACE MOTION
 AF6894
 AF6894  HISTORY     - Date     Condition        Report By
 AF6894  HISTORY     - 1978     MONUMENTED       FLDT
 AF6894  HISTORY     - 1988     GOOD             USPSQD
 AF6894  HISTORY     - 1989     GOOD             USPSQD
 AF6894  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6894  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 AF6894  HISTORY     - 20051215 MARK NOT FOUND   USPSQD
 AF6894
 AF6894                          STATION DESCRIPTION
 AF6894
 AF6894'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6894'VERO BEACH.
 AF6894'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6894'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.9 MILE TO A
 AF6894'POINT JUST SOUTH OF THE JUNCTION OF BAY DRIVE. IT IS 46.9 FEET SOUTH
 AF6894'OF THE EXTENDED CENTERLINE OF THE DRIVEWAY LEADING TO HOUSE NUMBER
 AF6894'2205, 62.1 FEET EAST OF THE CENTERLINE OF COVE DRIVE AND 19 FEET WEST
 AF6894'OF THE CENTERLINE OF THE HIGHWAY.
 AF6894'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6894'DEPARTMENT OF TRANSPORTATION.
 AF6894'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AF6894
 AF6894                          STATION RECOVERY (1988)
 AF6894
 AF6894'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6894'RECOVERED IN GOOD CONDITION.
 AF6894
 AF6894                          STATION RECOVERY (1989)
 AF6894
 AF6894'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6894'RECOVERED IN GOOD CONDITION.
 AF6894
 AF6894                          STATION RECOVERY (1994)
 AF6894
 AF6894'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6894'MARK NOT FOUND.
 AF6894
 AF6894                          STATION RECOVERY (1996)
 AF6894
 AF6894'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6894'MARK NOT FOUND.
 AF6894
 AF6894                          STATION RECOVERY (2005)
 AF6894
 AF6894'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6895 ***********************************************************************
 AF6895  DESIGNATION -  88 78 A 27 RM 1 FLDNR
 AF6895  PID         -  AF6895
 AF6895  STATE/COUNTY-  FL/INDIAN RIVER
 AF6895  USGS QUAD   -  RIOMAR (1992)
 AF6895
 AF6895                         *CURRENT SURVEY CONTROL
 AF6895  ___________________________________________________________________
 AF6895* NAD 83(1986)-  27 38 27.     (N)    080 21 36.     (W)     SCALED    
 AF6895* NAVD 88     -         0.954  (meters)       3.13   (feet)  ADJUSTED  
 AF6895  ___________________________________________________________________
 AF6895  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6895  DYNAMIC HT  -           0.953 (meters)       3.13  (feet)  COMP
 AF6895  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AF6895
 AF6895  VERT ORDER  -  SECOND    CLASS II
 AF6895
 AF6895.The horizontal coordinates were scaled from a topographic map and have
 AF6895.an estimated accuracy of +/- 6 seconds.
 AF6895
 AF6895.The orthometric height was determined by differential leveling
 AF6895.and adjusted by the National Geodetic Survey in June 1991..
 AF6895
 AF6895.The geoid height was determined by GEOID03.
 AF6895
 AF6895.The dynamic height is computed by dividing the NAVD 88
 AF6895.geopotential number by the normal gravity value computed on the
 AF6895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6895.degrees latitude (g = 980.6199 gals.).
 AF6895
 AF6895.The modeled gravity was interpolated from observed gravity values.
 AF6895
 AF6895;                    North         East    Units  Estimated Accuracy
 AF6895;SPC FL E     -   366,570.      263,160.      MT  (+/- 180 meters Scaled)
 AF6895
 AF6895                          SUPERSEDED SURVEY CONTROL
 AF6895
 AF6895  NGVD 29 (09/01/92)    1.407  (m)            4.62   (f) ADJUSTED    2 2
 AF6895
 AF6895.Superseded values are not recommended for survey control.
 AF6895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6895.See file dsdata.txt to determine how the superseded data were derived.
 AF6895
 AF6895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL631575(NAD 83)
 AF6895_MARKER: DD = SURVEY DISK
 AF6895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6895_SP_SET: CONCRETE POST
 AF6895_STAMPING: 88 78 A27 RM NO 1
 AF6895_PROJECTION: PROJECTING 10 CENTIMETERS
 AF6895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6895+STABILITY: SURFACE MOTION
 AF6895
 AF6895  HISTORY     - Date     Condition        Report By
 AF6895  HISTORY     - 1978     MONUMENTED       FLDT
 AF6895  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6895  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6895  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6895  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 AF6895  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF6895
 AF6895                          STATION DESCRIPTION
 AF6895
 AF6895'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6895'VERO BEACH.
 AF6895'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6895'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.9 MILE TO A
 AF6895'POINT JUST SOUTH OF THE JUNCTION OF BAY DRIVE. IT IS 44 FEET WEST OF
 AF6895'THE CENTERLINE OF THE HIGHWAY AND 26.8 FEET EAST OF THE CENTERLINE OF
 AF6895'COVE DRIVE THAT PARALLELS THE WEST SIDE OF THE HIGHWAY.
 AF6895'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6895'DEPARTMENT OF TRANSPORTATION.
 AF6895'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6895
 AF6895                          STATION RECOVERY (1988)
 AF6895
 AF6895'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6895'MARK NOT FOUND.
 AF6895
 AF6895                          STATION RECOVERY (1989)
 AF6895
 AF6895'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6895'MARK NOT FOUND.
 AF6895
 AF6895                          STATION RECOVERY (1994)
 AF6895
 AF6895'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6895'MARK NOT FOUND.
 AF6895
 AF6895                          STATION RECOVERY (1996)
 AF6895
 AF6895'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6895'MARK NOT FOUND.
 AF6895
 AF6895                          STATION RECOVERY (2005)
 AF6895
 AF6895'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6893 ***********************************************************************
 AF6893  DESIGNATION -  88 78 A 27 RM 2 FLDNR
 AF6893  PID         -  AF6893
 AF6893  STATE/COUNTY-  FL/INDIAN RIVER
 AF6893  USGS QUAD   -  RIOMAR (1992)
 AF6893
 AF6893                         *CURRENT SURVEY CONTROL
 AF6893  ___________________________________________________________________
 AF6893* NAD 83(1986)-  27 38 27.     (N)    080 21 36.     (W)     SCALED    
 AF6893* NAVD 88     -         0.743  (meters)       2.44   (feet)  ADJUSTED  
 AF6893  ___________________________________________________________________
 AF6893  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AF6893  DYNAMIC HT  -           0.742 (meters)       2.43  (feet)  COMP
 AF6893  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AF6893
 AF6893  VERT ORDER  -  SECOND    CLASS II
 AF6893
 AF6893.The horizontal coordinates were scaled from a topographic map and have
 AF6893.an estimated accuracy of +/- 6 seconds.
 AF6893
 AF6893.The orthometric height was determined by differential leveling
 AF6893.and adjusted by the National Geodetic Survey in June 1991..
 AF6893
 AF6893.The geoid height was determined by GEOID03.
 AF6893
 AF6893.The dynamic height is computed by dividing the NAVD 88
 AF6893.geopotential number by the normal gravity value computed on the
 AF6893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6893.degrees latitude (g = 980.6199 gals.).
 AF6893
 AF6893.The modeled gravity was interpolated from observed gravity values.
 AF6893
 AF6893;                    North         East    Units  Estimated Accuracy
 AF6893;SPC FL E     -   366,570.      263,160.      MT  (+/- 180 meters Scaled)
 AF6893
 AF6893                          SUPERSEDED SURVEY CONTROL
 AF6893
 AF6893  NGVD 29 (09/01/92)    1.196  (m)            3.92   (f) ADJUSTED    2 2
 AF6893
 AF6893.Superseded values are not recommended for survey control.
 AF6893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6893.See file dsdata.txt to determine how the superseded data were derived.
 AF6893
 AF6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL631575(NAD 83)
 AF6893_MARKER: DD = SURVEY DISK
 AF6893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6893_SP_SET: CONCRETE POST
 AF6893_STAMPING: 88 78 A27 RM NO 2
 AF6893_PROJECTION: RECESSED 10 CENTIMETERS
 AF6893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6893+STABILITY: SURFACE MOTION
 AF6893
 AF6893  HISTORY     - Date     Condition        Report By
 AF6893  HISTORY     - 1978     MONUMENTED       FLDT
 AF6893  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6893  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6893  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6893  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6893  HISTORY     - 20051215 MARK NOT FOUND   USPSQD
 AF6893
 AF6893                          STATION DESCRIPTION
 AF6893
 AF6893'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6893'VERO BEACH.
 AF6893'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6893'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.9 MILE TO A
 AF6893'POINT JUST SOUTH OF THE JUNCTION OF BAY DRIVE. IT IS 38.2 FEET WEST OF
 AF6893'THE CENTERLINE OF THE HIGHWAY AND 32.9 FEET EAST OF THE CENTERLINE OF
 AF6893'COVE DRIVE THAT PARALLELS THE WEST SIDE OF HIGHWAY.
 AF6893'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6893'DEPARTMENT OF TRANSPORTATION.
 AF6893'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6893
 AF6893                          STATION RECOVERY (1988)
 AF6893
 AF6893'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6893'MARK NOT FOUND.
 AF6893
 AF6893                          STATION RECOVERY (1989)
 AF6893
 AF6893'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6893'MARK NOT FOUND.
 AF6893
 AF6893                          STATION RECOVERY (1994)
 AF6893
 AF6893'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6893'MARK NOT FOUND.
 AF6893
 AF6893                          STATION RECOVERY (1996)
 AF6893
 AF6893'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6893'MARK NOT FOUND.
 AF6893
 AF6893                          STATION RECOVERY (2005)
 AF6893
 AF6893'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6896 ***********************************************************************
 AF6896  DESIGNATION -  88 78 A 28 FLDNR
 AF6896  PID         -  AF6896
 AF6896  STATE/COUNTY-  FL/INDIAN RIVER
 AF6896  USGS QUAD   -  RIOMAR (1992)
 AF6896
 AF6896                         *CURRENT SURVEY CONTROL
 AF6896  ___________________________________________________________________
 AF6896* NAD 83(1986)-  27 37 52.     (N)    080 21 24.     (W)     SCALED    
 AF6896* NAVD 88     -         1.811  (meters)       5.94   (feet)  ADJUSTED  
 AF6896  ___________________________________________________________________
 AF6896  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF6896  DYNAMIC HT  -           1.808 (meters)       5.93  (feet)  COMP
 AF6896  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AF6896
 AF6896  VERT ORDER  -  SECOND    CLASS II
 AF6896
 AF6896.The horizontal coordinates were scaled from a topographic map and have
 AF6896.an estimated accuracy of +/- 6 seconds.
 AF6896
 AF6896.The orthometric height was determined by differential leveling
 AF6896.and adjusted by the National Geodetic Survey in June 1991..
 AF6896
 AF6896.The geoid height was determined by GEOID03.
 AF6896
 AF6896.The dynamic height is computed by dividing the NAVD 88
 AF6896.geopotential number by the normal gravity value computed on the
 AF6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6896.degrees latitude (g = 980.6199 gals.).
 AF6896
 AF6896.The modeled gravity was interpolated from observed gravity values.
 AF6896
 AF6896;                    North         East    Units  Estimated Accuracy
 AF6896;SPC FL E     -   365,500.      263,490.      MT  (+/- 180 meters Scaled)
 AF6896
 AF6896                          SUPERSEDED SURVEY CONTROL
 AF6896
 AF6896  NGVD 29 (09/01/92)    2.265  (m)            7.43   (f) ADJUSTED    2 2
 AF6896
 AF6896.Superseded values are not recommended for survey control.
 AF6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6896.See file dsdata.txt to determine how the superseded data were derived.
 AF6896
 AF6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL634565(NAD 83)
 AF6896_MARKER: DD = SURVEY DISK
 AF6896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6896_SP_SET: CONCRETE POST
 AF6896_STAMPING: 88 78 A28
 AF6896_PROJECTION: RECESSED 20 CENTIMETERS
 AF6896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6896+STABILITY: SURFACE MOTION
 AF6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6896+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 AF6896
 AF6896  HISTORY     - Date     Condition        Report By
 AF6896  HISTORY     - 1978     MONUMENTED       FLDT
 AF6896  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6896  HISTORY     - 1989     GOOD             USPSQD
 AF6896  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6896  HISTORY     - 19960404 GOOD             USPSQD
 AF6896  HISTORY     - 20060302 GOOD             USPSQD
 AF6896
 AF6896                          STATION DESCRIPTION
 AF6896
 AF6896'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6896'1.6 MI SOUTH FROM VERO BEACH.
 AF6896'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6896'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 1.6 MILES TO
 AF6896'THE JUNCTION OF SAND PIPER LANE. IT IS 27.4 FEET WEST SOUTHWEST OF THE
 AF6896'CENTERLINE OF THE HIGHWAY, 26.5 FEET NORTHEAST OF THE APPROXIMATE
 AF6896'CENTERLINE OF A DIRT DRIVEWAY AND 22.5 FEET EAST NORTHEAST OF A
 AF6896'CONCRETE POWER POLE.
 AF6896'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6896'CEPARTMENT OF TRANSPORTATION.
 AF6896'THE MARK IS 9 FT  ENE FROM A WITNESS POST.
 AF6896
 AF6896                          STATION RECOVERY (1988)
 AF6896
 AF6896'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6896'MARK NOT FOUND.
 AF6896
 AF6896                          STATION RECOVERY (1989)
 AF6896
 AF6896'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6896'RECOVERED IN GOOD CONDITION.
 AF6896
 AF6896                          STATION RECOVERY (1994)
 AF6896
 AF6896'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6896'MARK NOT FOUND.
 AF6896
 AF6896                          STATION RECOVERY (1996)
 AF6896
 AF6896'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6896'RECOVERED IN GOOD CONDITION.
 AF6896
 AF6896                          STATION RECOVERY (2006)
 AF6896
 AF6896'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6896'RECOVERED OS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6898 ***********************************************************************
 AF6898  DESIGNATION -  88 78 A 28 RM 1 FLDNR
 AF6898  PID         -  AF6898
 AF6898  STATE/COUNTY-  FL/INDIAN RIVER
 AF6898  USGS QUAD   -  RIOMAR (1992)
 AF6898
 AF6898                         *CURRENT SURVEY CONTROL
 AF6898  ___________________________________________________________________
 AF6898* NAD 83(1986)-  27 37 52.     (N)    080 21 24.     (W)     SCALED    
 AF6898* NAVD 88     -         1.896  (meters)       6.22   (feet)  ADJUSTED  
 AF6898  ___________________________________________________________________
 AF6898  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF6898  DYNAMIC HT  -           1.893 (meters)       6.21  (feet)  COMP
 AF6898  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AF6898
 AF6898  VERT ORDER  -  SECOND    CLASS II
 AF6898
 AF6898.The horizontal coordinates were scaled from a topographic map and have
 AF6898.an estimated accuracy of +/- 6 seconds.
 AF6898
 AF6898.The orthometric height was determined by differential leveling
 AF6898.and adjusted by the National Geodetic Survey in June 1991..
 AF6898
 AF6898.The geoid height was determined by GEOID03.
 AF6898
 AF6898.The dynamic height is computed by dividing the NAVD 88
 AF6898.geopotential number by the normal gravity value computed on the
 AF6898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6898.degrees latitude (g = 980.6199 gals.).
 AF6898
 AF6898.The modeled gravity was interpolated from observed gravity values.
 AF6898
 AF6898;                    North         East    Units  Estimated Accuracy
 AF6898;SPC FL E     -   365,500.      263,490.      MT  (+/- 180 meters Scaled)
 AF6898
 AF6898                          SUPERSEDED SURVEY CONTROL
 AF6898
 AF6898  NGVD 29 (09/01/92)    2.349  (m)            7.71   (f) ADJUSTED    2 2
 AF6898
 AF6898.Superseded values are not recommended for survey control.
 AF6898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6898.See file dsdata.txt to determine how the superseded data were derived.
 AF6898
 AF6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL634565(NAD 83)
 AF6898_MARKER: DD = SURVEY DISK
 AF6898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6898_SP_SET: CONCRETE POST
 AF6898_STAMPING: 88 78 A28 RM NO 1
 AF6898_PROJECTION: RECESSED 5 CENTIMETERS
 AF6898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6898+STABILITY: SURFACE MOTION
 AF6898
 AF6898  HISTORY     - Date     Condition        Report By
 AF6898  HISTORY     - 1978     MONUMENTED       FLDT
 AF6898  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6898  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6898  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6898  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6898  HISTORY     - 20060302 MARK NOT FOUND   USPSQD
 AF6898
 AF6898                          STATION DESCRIPTION
 AF6898
 AF6898'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6898'1.6 MI SOUTH FROM VERO BEACH.
 AF6898'FROM THEE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6898'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 1.6 MILES TO
 AF6898'THE JUNCTION OF SAND PIPER LANE. IT IS 36.4 FEET WEST SOUTHWEST OF THE
 AF6898'CENTERLINE OF THE HIGHWAY, 32.8 FEET NORTH OF A CONCRETE POWER POLE
 AF6898'AND 23 FEET SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY.
 AF6898'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6898'DEPARTMENT OF TRANSPORTATION.
 AF6898'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 AF6898
 AF6898                          STATION RECOVERY (1988)
 AF6898
 AF6898'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6898'MARK NOT FOUND.
 AF6898
 AF6898                          STATION RECOVERY (1989)
 AF6898
 AF6898'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6898'MARK NOT FOUND.
 AF6898
 AF6898                          STATION RECOVERY (1994)
 AF6898
 AF6898'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6898'MARK NOT FOUND.
 AF6898
 AF6898                          STATION RECOVERY (1997)
 AF6898
 AF6898'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6898'MARK NOT FOUND.
 AF6898
 AF6898                          STATION RECOVERY (2006)
 AF6898
 AF6898'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6898'NEW CONSTRUCTION AFTER 1994.PAVED OVER OR THROWN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6897 ***********************************************************************
 AF6897  DESIGNATION -  88 78 A 28 RM 2 FLDNR
 AF6897  PID         -  AF6897
 AF6897  STATE/COUNTY-  FL/INDIAN RIVER
 AF6897  USGS QUAD   -  RIOMAR (1992)
 AF6897
 AF6897                         *CURRENT SURVEY CONTROL
 AF6897  ___________________________________________________________________
 AF6897* NAD 83(1986)-  27 37 52.     (N)    080 21 24.     (W)     SCALED    
 AF6897* NAVD 88     -         1.789  (meters)       5.87   (feet)  ADJUSTED  
 AF6897  ___________________________________________________________________
 AF6897  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF6897  DYNAMIC HT  -           1.787 (meters)       5.86  (feet)  COMP
 AF6897  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AF6897
 AF6897  VERT ORDER  -  SECOND    CLASS II
 AF6897
 AF6897.The horizontal coordinates were scaled from a topographic map and have
 AF6897.an estimated accuracy of +/- 6 seconds.
 AF6897
 AF6897.The orthometric height was determined by differential leveling
 AF6897.and adjusted by the National Geodetic Survey in June 1991..
 AF6897
 AF6897.The geoid height was determined by GEOID03.
 AF6897
 AF6897.The dynamic height is computed by dividing the NAVD 88
 AF6897.geopotential number by the normal gravity value computed on the
 AF6897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6897.degrees latitude (g = 980.6199 gals.).
 AF6897
 AF6897.The modeled gravity was interpolated from observed gravity values.
 AF6897
 AF6897;                    North         East    Units  Estimated Accuracy
 AF6897;SPC FL E     -   365,500.      263,490.      MT  (+/- 180 meters Scaled)
 AF6897
 AF6897                          SUPERSEDED SURVEY CONTROL
 AF6897
 AF6897  NGVD 29 (09/01/92)    2.243  (m)            7.36   (f) ADJUSTED    2 2
 AF6897
 AF6897.Superseded values are not recommended for survey control.
 AF6897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6897.See file dsdata.txt to determine how the superseded data were derived.
 AF6897
 AF6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL634565(NAD 83)
 AF6897_MARKER: DD = SURVEY DISK
 AF6897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6897_SP_SET: CONCRETE POST
 AF6897_STAMPING: 88 78 A28 RM NO 2
 AF6897_PROJECTION: RECESSED 5 CENTIMETERS
 AF6897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6897+STABILITY: SURFACE MOTION
 AF6897
 AF6897  HISTORY     - Date     Condition        Report By
 AF6897  HISTORY     - 1978     MONUMENTED       FLDT
 AF6897  HISTORY     - 1989     GOOD             USPSQD
 AF6897  HISTORY     - 19940520 GOOD             USPSQD
 AF6897  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6897  HISTORY     - 20060302 MARK NOT FOUND   USPSQD
 AF6897
 AF6897                          STATION DESCRIPTION
 AF6897
 AF6897'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6897'1.6 MI SOUTH FROM VERO BEACH.
 AF6897'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6897'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 1.6 MILES TO
 AF6897'THE JUNCTION OF SAND PIPER LANE. IT IS 53.5 FEET WEST SOUTHWEST OF THE
 AF6897'CENTERLINE OF THE HIGHWAY AND 14 FEET SOUTH OF A CONCRETE POWER POLE.
 AF6897'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6897'DEPARTMENT OF TRANSPORTATION.
 AF6897'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AF6897
 AF6897                          STATION RECOVERY (1989)
 AF6897
 AF6897'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6897'RECOVERED IN GOOD CONDITION.
 AF6897
 AF6897                          STATION RECOVERY (1994)
 AF6897
 AF6897'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6897'RECOVERED IN GOOD CONDITION.
 AF6897
 AF6897                          STATION RECOVERY (1997)
 AF6897
 AF6897'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6897'MARK NOT FOUND.
 AF6897
 AF6897                          STATION RECOVERY (2006)
 AF6897
 AF6897'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6897'NEW CONSTRUCTION AFTER 1994.PAVED OVER OR THROWN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6900 ***********************************************************************
 AF6900  DESIGNATION -  88 78 A 29 FLDNR
 AF6900  PID         -  AF6900
 AF6900  STATE/COUNTY-  FL/INDIAN RIVER
 AF6900  USGS QUAD   -  INDRIO (1983)
 AF6900
 AF6900                         *CURRENT SURVEY CONTROL
 AF6900  ___________________________________________________________________
 AF6900* NAD 83(1986)-  27 37 15.     (N)    080 21 04.     (W)     SCALED    
 AF6900* NAVD 88     -         3.346  (meters)      10.98   (feet)  ADJUSTED  
 AF6900  ___________________________________________________________________
 AF6900  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AF6900  DYNAMIC HT  -           3.341 (meters)      10.96  (feet)  COMP
 AF6900  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AF6900
 AF6900  VERT ORDER  -  SECOND    CLASS II
 AF6900
 AF6900.The horizontal coordinates were scaled from a topographic map and have
 AF6900.an estimated accuracy of +/- 6 seconds.
 AF6900
 AF6900.The orthometric height was determined by differential leveling
 AF6900.and adjusted by the National Geodetic Survey in June 1991..
 AF6900
 AF6900.The geoid height was determined by GEOID03.
 AF6900
 AF6900.The dynamic height is computed by dividing the NAVD 88
 AF6900.geopotential number by the normal gravity value computed on the
 AF6900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6900.degrees latitude (g = 980.6199 gals.).
 AF6900
 AF6900.The modeled gravity was interpolated from observed gravity values.
 AF6900
 AF6900;                    North         East    Units  Estimated Accuracy
 AF6900;SPC FL E     -   364,360.      264,050.      MT  (+/- 180 meters Scaled)
 AF6900
 AF6900                          SUPERSEDED SURVEY CONTROL
 AF6900
 AF6900  NGVD 29 (09/01/92)    3.801  (m)           12.47   (f) ADJUSTED    2 2
 AF6900
 AF6900.Superseded values are not recommended for survey control.
 AF6900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6900.See file dsdata.txt to determine how the superseded data were derived.
 AF6900
 AF6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL640553(NAD 83)
 AF6900_MARKER: DD = SURVEY DISK
 AF6900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6900_SP_SET: CONCRETE POST
 AF6900_STAMPING: 88 78 A29
 AF6900_PROJECTION: RECESSED 10 CENTIMETERS
 AF6900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6900+STABILITY: SURFACE MOTION
 AF6900
 AF6900  HISTORY     - Date     Condition        Report By
 AF6900  HISTORY     - 1978     MONUMENTED       FLDT
 AF6900  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6900  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6900  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6900
 AF6900                          STATION DESCRIPTION
 AF6900
 AF6900'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6900'2.4 MI SOUTH FROM VERO BEACH.
 AF6900'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6900'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 2.4 MILES. IT
 AF6900'IS 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 15.3 FEET
 AF6900'NORTHEAST OF A CONCRETE POWER POLE.
 AF6900'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6900'DEPARTMENT OF TRANSPORTATION.
 AF6900'THE MARK IS 3 FT  NE FROM A WITNESS POST.
 AF6900
 AF6900                          STATION RECOVERY (1988)
 AF6900
 AF6900'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6900'MARK NOT FOUND.
 AF6900
 AF6900                          STATION RECOVERY (1989)
 AF6900
 AF6900'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6900'MARK NOT FOUND.
 AF6900
 AF6900                          STATION RECOVERY (1994)
 AF6900
 AF6900'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6901 ***********************************************************************
 AF6901  DESIGNATION -  88 78 A 29 RM 1 FLDNR
 AF6901  PID         -  AF6901
 AF6901  STATE/COUNTY-  FL/INDIAN RIVER
 AF6901  USGS QUAD   -  INDRIO (1983)
 AF6901
 AF6901                         *CURRENT SURVEY CONTROL
 AF6901  ___________________________________________________________________
 AF6901* NAD 83(1986)-  27 37 15.     (N)    080 21 04.     (W)     SCALED    
 AF6901* NAVD 88     -         3.025  (meters)       9.92   (feet)  ADJUSTED  
 AF6901  ___________________________________________________________________
 AF6901  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AF6901  DYNAMIC HT  -           3.020 (meters)       9.91  (feet)  COMP
 AF6901  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AF6901
 AF6901  VERT ORDER  -  SECOND    CLASS II
 AF6901
 AF6901.The horizontal coordinates were scaled from a topographic map and have
 AF6901.an estimated accuracy of +/- 6 seconds.
 AF6901
 AF6901.The orthometric height was determined by differential leveling
 AF6901.and adjusted by the National Geodetic Survey in June 1991..
 AF6901
 AF6901.The geoid height was determined by GEOID03.
 AF6901
 AF6901.The dynamic height is computed by dividing the NAVD 88
 AF6901.geopotential number by the normal gravity value computed on the
 AF6901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6901.degrees latitude (g = 980.6199 gals.).
 AF6901
 AF6901.The modeled gravity was interpolated from observed gravity values.
 AF6901
 AF6901;                    North         East    Units  Estimated Accuracy
 AF6901;SPC FL E     -   364,360.      264,050.      MT  (+/- 180 meters Scaled)
 AF6901
 AF6901                          SUPERSEDED SURVEY CONTROL
 AF6901
 AF6901  NGVD 29 (09/01/92)    3.479  (m)           11.41   (f) ADJUSTED    2 2
 AF6901
 AF6901.Superseded values are not recommended for survey control.
 AF6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6901.See file dsdata.txt to determine how the superseded data were derived.
 AF6901
 AF6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL640553(NAD 83)
 AF6901_MARKER: DD = SURVEY DISK
 AF6901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6901_SP_SET: CONCRETE POST
 AF6901_STAMPING: 88 78 A29 RM NO 1
 AF6901_PROJECTION: RECESSED 8 CENTIMETERS
 AF6901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6901+STABILITY: SURFACE MOTION
 AF6901
 AF6901  HISTORY     - Date     Condition        Report By
 AF6901  HISTORY     - 1978     MONUMENTED       FLDT
 AF6901  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6901  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6901  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6901  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6901
 AF6901                          STATION DESCRIPTION
 AF6901
 AF6901'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6901'2.4 MI SOUTH FROM BERO BEACH.
 AF6901'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6901'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 2.4 MILES. IT
 AF6901'IS 44.3 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 42.7 FEET
 AF6901'SOUTHEAST OF A CONCRETE POWER POLE.
 AF6901'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6901'DEPARTMENT OF TRANSPORTATION.
 AF6901'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 AF6901
 AF6901                          STATION RECOVERY (1988)
 AF6901
 AF6901'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6901'MARK NOT FOUND.
 AF6901
 AF6901                          STATION RECOVERY (1989)
 AF6901
 AF6901'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6901'MARK NOT FOUND.
 AF6901
 AF6901                          STATION RECOVERY (1994)
 AF6901
 AF6901'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6901'MARK NOT FOUND.
 AF6901
 AF6901                          STATION RECOVERY (1996)
 AF6901
 AF6901'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6899 ***********************************************************************
 AF6899  DESIGNATION -  88 78 A 29 RM 2 FLDNR
 AF6899  PID         -  AF6899
 AF6899  STATE/COUNTY-  FL/INDIAN RIVER
 AF6899  USGS QUAD   -  INDRIO (1983)
 AF6899
 AF6899                         *CURRENT SURVEY CONTROL
 AF6899  ___________________________________________________________________
 AF6899* NAD 83(1986)-  27 37 15.     (N)    080 21 04.     (W)     SCALED    
 AF6899* NAVD 88     -         3.098  (meters)      10.16   (feet)  ADJUSTED  
 AF6899  ___________________________________________________________________
 AF6899  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AF6899  DYNAMIC HT  -           3.093 (meters)      10.15  (feet)  COMP
 AF6899  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AF6899
 AF6899  VERT ORDER  -  SECOND    CLASS II
 AF6899
 AF6899.The horizontal coordinates were scaled from a topographic map and have
 AF6899.an estimated accuracy of +/- 6 seconds.
 AF6899
 AF6899.The orthometric height was determined by differential leveling
 AF6899.and adjusted by the National Geodetic Survey in June 1991..
 AF6899
 AF6899.The geoid height was determined by GEOID03.
 AF6899
 AF6899.The dynamic height is computed by dividing the NAVD 88
 AF6899.geopotential number by the normal gravity value computed on the
 AF6899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6899.degrees latitude (g = 980.6199 gals.).
 AF6899
 AF6899.The modeled gravity was interpolated from observed gravity values.
 AF6899
 AF6899;                    North         East    Units  Estimated Accuracy
 AF6899;SPC FL E     -   364,360.      264,050.      MT  (+/- 180 meters Scaled)
 AF6899
 AF6899                          SUPERSEDED SURVEY CONTROL
 AF6899
 AF6899  NGVD 29 (09/01/92)    3.552  (m)           11.65   (f) ADJUSTED    2 2
 AF6899
 AF6899.Superseded values are not recommended for survey control.
 AF6899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6899.See file dsdata.txt to determine how the superseded data were derived.
 AF6899
 AF6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL640553(NAD 83)
 AF6899_MARKER: DD = SURVEY DISK
 AF6899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6899_SP_SET: CONCRETE POST
 AF6899_STAMPING: 88 78 A29 RM NO 2
 AF6899_PROJECTION: RECESSED 8 CENTIMETERS
 AF6899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6899+STABILITY: SURFACE MOTION
 AF6899
 AF6899  HISTORY     - Date     Condition        Report By
 AF6899  HISTORY     - 1978     MONUMENTED       FLDT
 AF6899  HISTORY     - 1988     GOOD             USPSQD
 AF6899  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6899  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6899
 AF6899                          STATION DESCRIPTION
 AF6899
 AF6899'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6899'2.4 MI SOUTH FROM VERO BEACH.
 AF6899'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6899'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 2.4 MILES. IT
 AF6899'IS 44.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 31.2 FEET
 AF6899'NORTHWEST OF A CONCRETE POWER POLE.
 AF6899'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6899'DEPARTMENT OF TRANSPORTATION.
 AF6899'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 AF6899
 AF6899                          STATION RECOVERY (1988)
 AF6899
 AF6899'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6899'RECOVERED IN GOOD CONDITION.
 AF6899
 AF6899                          STATION RECOVERY (1989)
 AF6899
 AF6899'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6899'MARK NOT FOUND.
 AF6899
 AF6899                          STATION RECOVERY (1994)
 AF6899
 AF6899'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6903 ***********************************************************************
 AF6903  DESIGNATION -  88 78 A 30 FLDNR
 AF6903  PID         -  AF6903
 AF6903  STATE/COUNTY-  FL/INDIAN RIVER
 AF6903  USGS QUAD   -  INDRIO (1983)
 AF6903
 AF6903                         *CURRENT SURVEY CONTROL
 AF6903  ___________________________________________________________________
 AF6903* NAD 83(1986)-  27 36 54.     (N)    080 20 53.     (W)     SCALED    
 AF6903* NAVD 88     -         1.764  (meters)       5.79   (feet)  ADJUSTED  
 AF6903  ___________________________________________________________________
 AF6903  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6903  DYNAMIC HT  -           1.762 (meters)       5.78  (feet)  COMP
 AF6903  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 AF6903
 AF6903  VERT ORDER  -  SECOND    CLASS II
 AF6903
 AF6903.The horizontal coordinates were scaled from a topographic map and have
 AF6903.an estimated accuracy of +/- 6 seconds.
 AF6903
 AF6903.The orthometric height was determined by differential leveling
 AF6903.and adjusted by the National Geodetic Survey in June 1991..
 AF6903
 AF6903.The geoid height was determined by GEOID03.
 AF6903
 AF6903.The dynamic height is computed by dividing the NAVD 88
 AF6903.geopotential number by the normal gravity value computed on the
 AF6903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6903.degrees latitude (g = 980.6199 gals.).
 AF6903
 AF6903.The modeled gravity was interpolated from observed gravity values.
 AF6903
 AF6903;                    North         East    Units  Estimated Accuracy
 AF6903;SPC FL E     -   363,720.      264,350.      MT  (+/- 180 meters Scaled)
 AF6903
 AF6903                          SUPERSEDED SURVEY CONTROL
 AF6903
 AF6903  NGVD 29 (09/01/92)    2.219  (m)            7.28   (f) ADJUSTED    2 2
 AF6903
 AF6903.Superseded values are not recommended for survey control.
 AF6903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6903.See file dsdata.txt to determine how the superseded data were derived.
 AF6903
 AF6903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL643547(NAD 83)
 AF6903_MARKER: DD = SURVEY DISK
 AF6903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6903_SP_SET: CONCRETE POST
 AF6903_STAMPING: 88 78 A30
 AF6903_PROJECTION: RECESSED 10 CENTIMETERS
 AF6903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6903+STABILITY: SURFACE MOTION
 AF6903
 AF6903  HISTORY     - Date     Condition        Report By
 AF6903  HISTORY     - 1978     MONUMENTED       FLDT
 AF6903  HISTORY     - 1988     GOOD             USPSQD
 AF6903  HISTORY     - 1989     GOOD             USPSQD
 AF6903  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6903  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6903  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6903
 AF6903                          STATION DESCRIPTION
 AF6903
 AF6903'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6903'2.8 MI SOUTH FROM VERO BEACH.
 AF6903'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6903'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 2.8 MILES TO
 AF6903'THE JUNCTION OF A PAVED DRIVE LEADING WEST, 53.8 FEET WEST OF THE
 AF6903'CENTERLINE OF THE JUNCTION OF THE PAVED DRIVE, AND 15.4 FEET EAST
 AF6903'NORTHEAST OF A CONCRETE POWER POLE.
 AF6903'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6903'DEPARTMENT OF TRANSPORTATION.
 AF6903'THE MARK IS 5 FT  ENE FROM A WITNESS POST.
 AF6903
 AF6903                          STATION RECOVERY (1988)
 AF6903
 AF6903'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6903'RECOVERED IN GOOD CONDITION.
 AF6903
 AF6903                          STATION RECOVERY (1989)
 AF6903
 AF6903'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6903'RECOVERED IN GOOD CONDITION.
 AF6903
 AF6903                          STATION RECOVERY (1993)
 AF6903
 AF6903'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6903'MARK NOT FOUND.
 AF6903
 AF6903                          STATION RECOVERY (1994)
 AF6903
 AF6903'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6903'MARK NOT FOUND.
 AF6903
 AF6903                          STATION RECOVERY (1997)
 AF6903
 AF6903'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6904 ***********************************************************************
 AF6904  DESIGNATION -  88 78 A 30 RM 1 FLDNR
 AF6904  PID         -  AF6904
 AF6904  STATE/COUNTY-  FL/INDIAN RIVER
 AF6904  USGS QUAD   -  INDRIO (1983)
 AF6904
 AF6904                         *CURRENT SURVEY CONTROL
 AF6904  ___________________________________________________________________
 AF6904* NAD 83(1986)-  27 36 54.     (N)    080 20 53.     (W)     SCALED    
 AF6904* NAVD 88     -         1.754  (meters)       5.75   (feet)  ADJUSTED  
 AF6904  ___________________________________________________________________
 AF6904  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6904  DYNAMIC HT  -           1.752 (meters)       5.75  (feet)  COMP
 AF6904  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 AF6904
 AF6904  VERT ORDER  -  SECOND    CLASS II
 AF6904
 AF6904.The horizontal coordinates were scaled from a topographic map and have
 AF6904.an estimated accuracy of +/- 6 seconds.
 AF6904
 AF6904.The orthometric height was determined by differential leveling
 AF6904.and adjusted by the National Geodetic Survey in June 1991..
 AF6904
 AF6904.The geoid height was determined by GEOID03.
 AF6904
 AF6904.The dynamic height is computed by dividing the NAVD 88
 AF6904.geopotential number by the normal gravity value computed on the
 AF6904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6904.degrees latitude (g = 980.6199 gals.).
 AF6904
 AF6904.The modeled gravity was interpolated from observed gravity values.
 AF6904
 AF6904;                    North         East    Units  Estimated Accuracy
 AF6904;SPC FL E     -   363,720.      264,350.      MT  (+/- 180 meters Scaled)
 AF6904
 AF6904                          SUPERSEDED SURVEY CONTROL
 AF6904
 AF6904  NGVD 29 (09/01/92)    2.208  (m)            7.24   (f) ADJUSTED    2 2
 AF6904
 AF6904.Superseded values are not recommended for survey control.
 AF6904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6904.See file dsdata.txt to determine how the superseded data were derived.
 AF6904
 AF6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL643547(NAD 83)
 AF6904_MARKER: DD = SURVEY DISK
 AF6904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6904_SP_SET: CONCRETE POST
 AF6904_STAMPING: 88 78 A30 RM NO 1
 AF6904_PROJECTION: RECESSED 5 CENTIMETERS
 AF6904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6904+STABILITY: SURFACE MOTION
 AF6904
 AF6904  HISTORY     - Date     Condition        Report By
 AF6904  HISTORY     - 1978     MONUMENTED       FLDT
 AF6904  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6904  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6904  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6904  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6904  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6904
 AF6904                          STATION DESCRIPTION
 AF6904
 AF6904'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6904'2.8 MI SOUTH FROM VERO BEACH.
 AF6904'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6904'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 2.8 MILES TO
 AF6904'THE JUNCTION OF A PAVED DRIVE LEADING EAST. IT IS 48.8 FEET SOUTHEAST
 AF6904'OF A CONCRETE POWER POLE AND 36.2 FEET WEST SOUTHWEST OF THE
 AF6904'CENTERLINE OF THE JUNCTION.
 AF6904'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6904'DEPARTMENT OF TRANSPORTATION.
 AF6904'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 AF6904
 AF6904                          STATION RECOVERY (1988)
 AF6904
 AF6904'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6904'MARK NOT FOUND.
 AF6904
 AF6904                          STATION RECOVERY (1989)
 AF6904
 AF6904'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6904'MARK NOT FOUND.
 AF6904
 AF6904                          STATION RECOVERY (1993)
 AF6904
 AF6904'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6904'MARK NOT FOUND.
 AF6904
 AF6904                          STATION RECOVERY (1994)
 AF6904
 AF6904'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6904'MARK NOT FOUND.
 AF6904
 AF6904                          STATION RECOVERY (1996)
 AF6904
 AF6904'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6902 ***********************************************************************
 AF6902  DESIGNATION -  88 78 A 30 RM 2 FLDNR
 AF6902  PID         -  AF6902
 AF6902  STATE/COUNTY-  FL/INDIAN RIVER
 AF6902  USGS QUAD   -  INDRIO (1983)
 AF6902
 AF6902                         *CURRENT SURVEY CONTROL
 AF6902  ___________________________________________________________________
 AF6902* NAD 83(1986)-  27 36 54.     (N)    080 20 53.     (W)     SCALED    
 AF6902* NAVD 88     -         1.839  (meters)       6.03   (feet)  ADJUSTED  
 AF6902  ___________________________________________________________________
 AF6902  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6902  DYNAMIC HT  -           1.836 (meters)       6.02  (feet)  COMP
 AF6902  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 AF6902
 AF6902  VERT ORDER  -  SECOND    CLASS II
 AF6902
 AF6902.The horizontal coordinates were scaled from a topographic map and have
 AF6902.an estimated accuracy of +/- 6 seconds.
 AF6902
 AF6902.The orthometric height was determined by differential leveling
 AF6902.and adjusted by the National Geodetic Survey in June 1991..
 AF6902
 AF6902.The geoid height was determined by GEOID03.
 AF6902
 AF6902.The dynamic height is computed by dividing the NAVD 88
 AF6902.geopotential number by the normal gravity value computed on the
 AF6902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6902.degrees latitude (g = 980.6199 gals.).
 AF6902
 AF6902.The modeled gravity was interpolated from observed gravity values.
 AF6902
 AF6902;                    North         East    Units  Estimated Accuracy
 AF6902;SPC FL E     -   363,720.      264,350.      MT  (+/- 180 meters Scaled)
 AF6902
 AF6902                          SUPERSEDED SURVEY CONTROL
 AF6902
 AF6902  NGVD 29 (09/01/92)    2.293  (m)            7.52   (f) ADJUSTED    2 2
 AF6902
 AF6902.Superseded values are not recommended for survey control.
 AF6902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6902.See file dsdata.txt to determine how the superseded data were derived.
 AF6902
 AF6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL643547(NAD 83)
 AF6902_MARKER: DD = SURVEY DISK
 AF6902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6902_SP_SET: CONCRETE POST
 AF6902_STAMPING: 88 78 A30 RM NO 2
 AF6902_PROJECTION: RECESSED 5 CENTIMETERS
 AF6902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6902+STABILITY: SURFACE MOTION
 AF6902
 AF6902  HISTORY     - Date     Condition        Report By
 AF6902  HISTORY     - 1978     MONUMENTED       FLDT
 AF6902  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6902  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6902  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6902  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6902  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6902
 AF6902                          STATION DESCRIPTION
 AF6902
 AF6902'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6902'2.8 MI SOUTH FROM VERO BEACH.
 AF6902'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6902'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 2.8 MILES TO
 AF6902'THE JUNCTION OF A PAVED DRIVE LEADING EAST. IT IS 42.2 FEET NORTH OF A
 AF6902'CONCRETE POWER POLE AND 36.3 FEET WEST SOUTHWEST OF THE CENTERLINE OF
 AF6902'THE HIGHWAY.
 AF6902'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6902'DEPARTMENT OF TRANSPORTATION.
 AF6902'THE MARK IS 2 FT  WSW FROM A WITNESS POST.
 AF6902
 AF6902                          STATION RECOVERY (1988)
 AF6902
 AF6902'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6902'MARK NOT FOUND.
 AF6902
 AF6902                          STATION RECOVERY (1989)
 AF6902
 AF6902'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6902'MARK NOT FOUND.
 AF6902
 AF6902                          STATION RECOVERY (1993)
 AF6902
 AF6902'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6902'MARK NOT FOUND.
 AF6902
 AF6902                          STATION RECOVERY (1994)
 AF6902
 AF6902'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6902'MARK NOT FOUND.
 AF6902
 AF6902                          STATION RECOVERY (1997)
 AF6902
 AF6902'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6906 ***********************************************************************
 AF6906  DESIGNATION -  88 78 A 31 FLDNR
 AF6906  PID         -  AF6906
 AF6906  STATE/COUNTY-  FL/INDIAN RIVER
 AF6906  USGS QUAD   -  INDRIO (1983)
 AF6906
 AF6906                         *CURRENT SURVEY CONTROL
 AF6906  ___________________________________________________________________
 AF6906* NAD 83(1986)-  27 36 35.     (N)    080 20 45.     (W)     SCALED    
 AF6906* NAVD 88     -         0.412  (meters)       1.35   (feet)  ADJUSTED  
 AF6906  ___________________________________________________________________
 AF6906  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6906  DYNAMIC HT  -           0.412 (meters)       1.35  (feet)  COMP
 AF6906  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AF6906
 AF6906  VERT ORDER  -  SECOND    CLASS II
 AF6906
 AF6906.The horizontal coordinates were scaled from a topographic map and have
 AF6906.an estimated accuracy of +/- 6 seconds.
 AF6906
 AF6906.The orthometric height was determined by differential leveling
 AF6906.and adjusted by the National Geodetic Survey in June 1991..
 AF6906
 AF6906.The geoid height was determined by GEOID03.
 AF6906
 AF6906.The dynamic height is computed by dividing the NAVD 88
 AF6906.geopotential number by the normal gravity value computed on the
 AF6906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6906.degrees latitude (g = 980.6199 gals.).
 AF6906
 AF6906.The modeled gravity was interpolated from observed gravity values.
 AF6906
 AF6906;                    North         East    Units  Estimated Accuracy
 AF6906;SPC FL E     -   363,130.      264,570.      MT  (+/- 180 meters Scaled)
 AF6906
 AF6906                          SUPERSEDED SURVEY CONTROL
 AF6906
 AF6906  NGVD 29 (09/01/92)    0.865  (m)            2.84   (f) ADJUSTED    2 2
 AF6906
 AF6906.Superseded values are not recommended for survey control.
 AF6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6906.See file dsdata.txt to determine how the superseded data were derived.
 AF6906
 AF6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL645541(NAD 83)
 AF6906_MARKER: DD = SURVEY DISK
 AF6906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6906_SP_SET: CONCRETE POST
 AF6906_STAMPING: 88 78 A31
 AF6906_PROJECTION: RECESSED 10 CENTIMETERS
 AF6906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6906+STABILITY: SURFACE MOTION
 AF6906
 AF6906  HISTORY     - Date     Condition        Report By
 AF6906  HISTORY     - 1978     MONUMENTED       FLDT
 AF6906  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6906  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6906  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6906  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6906  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6906
 AF6906                          STATION DESCRIPTION
 AF6906
 AF6906'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6906'3.2 MI SOUTH FROM VERO BEACH.
 AF6906'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6906'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.2 MILES TO
 AF6906'A POINT JUST NORTH OF THE ENTRANCE TO SMUGGLERS COVE SUBDIVISION. IT
 AF6906'IS 32.3 FEET WEST SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 11.2
 AF6906'FEET EAST NORTHEAST OF A CONCRETE POWER POLE.
 AF6906'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6906'CEPARTMENT OF TRANSPORTATION.
 AF6906'THE MARK IS 4 FT  ENE FROM A WITNESS POST.
 AF6906
 AF6906                          STATION RECOVERY (1988)
 AF6906
 AF6906'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6906'MARK NOT FOUND.
 AF6906
 AF6906                          STATION RECOVERY (1989)
 AF6906
 AF6906'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6906'MARK NOT FOUND.
 AF6906
 AF6906                          STATION RECOVERY (1993)
 AF6906
 AF6906'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6906'MARK NOT FOUND.
 AF6906
 AF6906                          STATION RECOVERY (1994)
 AF6906
 AF6906'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6906'MARK NOT FOUND.
 AF6906
 AF6906                          STATION RECOVERY (1997)
 AF6906
 AF6906'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6907 ***********************************************************************
 AF6907  DESIGNATION -  88 78 A 31 RM 1 FLDNR
 AF6907  PID         -  AF6907
 AF6907  STATE/COUNTY-  FL/INDIAN RIVER
 AF6907  USGS QUAD   -  INDRIO (1983)
 AF6907
 AF6907                         *CURRENT SURVEY CONTROL
 AF6907  ___________________________________________________________________
 AF6907* NAD 83(1986)-  27 36 35.     (N)    080 20 45.     (W)     SCALED    
 AF6907* NAVD 88     -         0.605  (meters)       1.98   (feet)  ADJUSTED  
 AF6907  ___________________________________________________________________
 AF6907  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6907  DYNAMIC HT  -           0.604 (meters)       1.98  (feet)  COMP
 AF6907  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AF6907
 AF6907  VERT ORDER  -  SECOND    CLASS II
 AF6907
 AF6907.The horizontal coordinates were scaled from a topographic map and have
 AF6907.an estimated accuracy of +/- 6 seconds.
 AF6907
 AF6907.The orthometric height was determined by differential leveling
 AF6907.and adjusted by the National Geodetic Survey in June 1991..
 AF6907
 AF6907.The geoid height was determined by GEOID03.
 AF6907
 AF6907.The dynamic height is computed by dividing the NAVD 88
 AF6907.geopotential number by the normal gravity value computed on the
 AF6907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6907.degrees latitude (g = 980.6199 gals.).
 AF6907
 AF6907.The modeled gravity was interpolated from observed gravity values.
 AF6907
 AF6907;                    North         East    Units  Estimated Accuracy
 AF6907;SPC FL E     -   363,130.      264,570.      MT  (+/- 180 meters Scaled)
 AF6907
 AF6907                          SUPERSEDED SURVEY CONTROL
 AF6907
 AF6907  NGVD 29 (09/01/92)    1.058  (m)            3.47   (f) ADJUSTED    2 2
 AF6907
 AF6907.Superseded values are not recommended for survey control.
 AF6907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6907.See file dsdata.txt to determine how the superseded data were derived.
 AF6907
 AF6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL645541(NAD 83)
 AF6907_MARKER: DD = SURVEY DISK
 AF6907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6907_SP_SET: CONCRETE POST
 AF6907_STAMPING: 88 78 A31 RM NO 1
 AF6907_PROJECTION: RECESSED 3 CENTIMETERS
 AF6907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6907+STABILITY: SURFACE MOTION
 AF6907
 AF6907  HISTORY     - Date     Condition        Report By
 AF6907  HISTORY     - 1978     MONUMENTED       FLDT
 AF6907  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6907  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6907  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6907  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6907  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6907
 AF6907                          STATION DESCRIPTION
 AF6907
 AF6907'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6907'3.2 MI SOUTH FROM VERO BEACH.
 AF6907'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6907'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.2 MILES TO
 AF6907'A POINT JUST NORTH OF THE ENTRANCE TO SMUGGLERS COVE SUBDIVISION. IT
 AF6907'IS 57 FEET SOUTHEAST OF A CONCRETE POWER POLE AND 27.9 FEET WEST
 AF6907'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6907'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6907'DEPARTMENT OF TRANSPORTATION.
 AF6907'THE MARK IS 3 FT  ENE FROM A WITNESS POST.
 AF6907
 AF6907                          STATION RECOVERY (1988)
 AF6907
 AF6907'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6907'MARK NOT FOUND.
 AF6907
 AF6907                          STATION RECOVERY (1989)
 AF6907
 AF6907'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6907'MARK NOT FOUND.
 AF6907
 AF6907                          STATION RECOVERY (1993)
 AF6907
 AF6907'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6907'MARK NOT FOUND.
 AF6907
 AF6907                          STATION RECOVERY (1994)
 AF6907
 AF6907'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6907'MARK NOT FOUND.
 AF6907
 AF6907                          STATION RECOVERY (1997)
 AF6907
 AF6907'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6905 ***********************************************************************
 AF6905  DESIGNATION -  88 78 A 31 RM 2 FLDNR
 AF6905  PID         -  AF6905
 AF6905  STATE/COUNTY-  FL/INDIAN RIVER
 AF6905  USGS QUAD   -  INDRIO (1983)
 AF6905
 AF6905                         *CURRENT SURVEY CONTROL
 AF6905  ___________________________________________________________________
 AF6905* NAD 83(1986)-  27 36 35.     (N)    080 20 45.     (W)     SCALED    
 AF6905* NAVD 88     -         0.538  (meters)       1.77   (feet)  ADJUSTED  
 AF6905  ___________________________________________________________________
 AF6905  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6905  DYNAMIC HT  -           0.537 (meters)       1.76  (feet)  COMP
 AF6905  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AF6905
 AF6905  VERT ORDER  -  SECOND    CLASS II
 AF6905
 AF6905.The horizontal coordinates were scaled from a topographic map and have
 AF6905.an estimated accuracy of +/- 6 seconds.
 AF6905
 AF6905.The orthometric height was determined by differential leveling
 AF6905.and adjusted by the National Geodetic Survey in June 1991..
 AF6905
 AF6905.The geoid height was determined by GEOID03.
 AF6905
 AF6905.The dynamic height is computed by dividing the NAVD 88
 AF6905.geopotential number by the normal gravity value computed on the
 AF6905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6905.degrees latitude (g = 980.6199 gals.).
 AF6905
 AF6905.The modeled gravity was interpolated from observed gravity values.
 AF6905
 AF6905;                    North         East    Units  Estimated Accuracy
 AF6905;SPC FL E     -   363,130.      264,570.      MT  (+/- 180 meters Scaled)
 AF6905
 AF6905                          SUPERSEDED SURVEY CONTROL
 AF6905
 AF6905  NGVD 29 (09/01/92)    0.991  (m)            3.25   (f) ADJUSTED    2 2
 AF6905
 AF6905.Superseded values are not recommended for survey control.
 AF6905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6905.See file dsdata.txt to determine how the superseded data were derived.
 AF6905
 AF6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL645541(NAD 83)
 AF6905_MARKER: DD = SURVEY DISK
 AF6905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6905_SP_SET: CONCRETE POST
 AF6905_STAMPING: 88 78 A31 RM NO 2
 AF6905_PROJECTION: RECESSED 3 CENTIMETERS
 AF6905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6905+STABILITY: SURFACE MOTION
 AF6905
 AF6905  HISTORY     - Date     Condition        Report By
 AF6905  HISTORY     - 1978     MONUMENTED       FLDT
 AF6905  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6905  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6905  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6905  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6905  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6905
 AF6905                          STATION DESCRIPTION
 AF6905
 AF6905'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6905'3.2 MI SOUTH FROM VERO BEACH.
 AF6905'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6905'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.2 MILES TO
 AF6905'A POINT JUST NORTH OF THE ENTRANCE TO SMUGGLERS COVE SUBDIVISION. IT
 AF6905'IS 42 FEET NORTH OF A CONCRET POWER POLE AND 30 FEET WEST SOUTHWEST
 AF6905'OF THE CENTERLINE OF THE HIGHWAY.
 AF6905'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6905'DEPARTMENT OF TRANSPORTATION.
 AF6905'THE MARK IS 3 FT  ENE FROM A WITNESS POST.
 AF6905
 AF6905                          STATION RECOVERY (1988)
 AF6905
 AF6905'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6905'MARK NOT FOUND.
 AF6905
 AF6905                          STATION RECOVERY (1989)
 AF6905
 AF6905'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6905'MARK NOT FOUND.
 AF6905
 AF6905                          STATION RECOVERY (1993)
 AF6905
 AF6905'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6905'MARK NOT FOUND.
 AF6905
 AF6905                          STATION RECOVERY (1994)
 AF6905
 AF6905'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6905'MARK NOT FOUND.
 AF6905
 AF6905                          STATION RECOVERY (1996)
 AF6905
 AF6905'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6909 ***********************************************************************
 AF6909  DESIGNATION -  88 78 A 32 FLDNR
 AF6909  PID         -  AF6909
 AF6909  STATE/COUNTY-  FL/INDIAN RIVER
 AF6909  USGS QUAD   -  INDRIO (1983)
 AF6909
 AF6909                         *CURRENT SURVEY CONTROL
 AF6909  ___________________________________________________________________
 AF6909* NAD 83(1986)-  27 36 24.     (N)    080 20 35.     (W)     SCALED    
 AF6909* NAVD 88     -         0.903  (meters)       2.96   (feet)  ADJUSTED  
 AF6909  ___________________________________________________________________
 AF6909  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6909  DYNAMIC HT  -           0.902 (meters)       2.96  (feet)  COMP
 AF6909  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AF6909
 AF6909  VERT ORDER  -  SECOND    CLASS II
 AF6909
 AF6909.The horizontal coordinates were scaled from a topographic map and have
 AF6909.an estimated accuracy of +/- 6 seconds.
 AF6909
 AF6909.The orthometric height was determined by differential leveling
 AF6909.and adjusted by the National Geodetic Survey in June 1991..
 AF6909
 AF6909.The geoid height was determined by GEOID03.
 AF6909
 AF6909.The dynamic height is computed by dividing the NAVD 88
 AF6909.geopotential number by the normal gravity value computed on the
 AF6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6909.degrees latitude (g = 980.6199 gals.).
 AF6909
 AF6909.The modeled gravity was interpolated from observed gravity values.
 AF6909
 AF6909;                    North         East    Units  Estimated Accuracy
 AF6909;SPC FL E     -   362,800.      264,850.      MT  (+/- 180 meters Scaled)
 AF6909
 AF6909                          SUPERSEDED SURVEY CONTROL
 AF6909
 AF6909  NGVD 29 (09/01/92)    1.355  (m)            4.45   (f) ADJUSTED    2 2
 AF6909
 AF6909.Superseded values are not recommended for survey control.
 AF6909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6909.See file dsdata.txt to determine how the superseded data were derived.
 AF6909
 AF6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL648538(NAD 83)
 AF6909_MARKER: DD = SURVEY DISK
 AF6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6909_SP_SET: CONCRETE POST
 AF6909_STAMPING: 88 78 A32
 AF6909_PROJECTION: RECESSED 13 CENTIMETERS
 AF6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6909+STABILITY: SURFACE MOTION
 AF6909
 AF6909  HISTORY     - Date     Condition        Report By
 AF6909  HISTORY     - 1978     MONUMENTED       FLDT
 AF6909  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6909  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6909  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6909  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6909  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6909
 AF6909                          STATION DESCRIPTION
 AF6909
 AF6909'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6909'3.5 MI SOUTH FROM VERO BEACH.
 AF6909'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6909'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.5 MILES. IT
 AF6909'IS 25.2 FEET NORTHEAST OF A CONCRETE POWER POLE AND 22.4 FEET
 AF6909'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6909'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6909'DEPARTMENT OF TRANSPORTATION.
 AF6909'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 AF6909
 AF6909                          STATION RECOVERY (1988)
 AF6909
 AF6909'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6909'MARK NOT FOUND.
 AF6909
 AF6909                          STATION RECOVERY (1989)
 AF6909
 AF6909'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6909'MARK NOT FOUND.
 AF6909
 AF6909                          STATION RECOVERY (1993)
 AF6909
 AF6909'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6909'MARK NOT FOUND.
 AF6909
 AF6909                          STATION RECOVERY (1994)
 AF6909
 AF6909'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6909'MARK NOT FOUND.
 AF6909
 AF6909                          STATION RECOVERY (1997)
 AF6909
 AF6909'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6910 ***********************************************************************
 AF6910  DESIGNATION -  88 78 A 32 RM 1 FLDNR
 AF6910  PID         -  AF6910
 AF6910  STATE/COUNTY-  FL/INDIAN RIVER
 AF6910  USGS QUAD   -  INDRIO (1983)
 AF6910
 AF6910                         *CURRENT SURVEY CONTROL
 AF6910  ___________________________________________________________________
 AF6910* NAD 83(1986)-  27 36 24.     (N)    080 20 35.     (W)     SCALED    
 AF6910* NAVD 88     -         0.601  (meters)       1.97   (feet)  ADJUSTED  
 AF6910  ___________________________________________________________________
 AF6910  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6910  DYNAMIC HT  -           0.600 (meters)       1.97  (feet)  COMP
 AF6910  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AF6910
 AF6910  VERT ORDER  -  SECOND    CLASS II
 AF6910
 AF6910.The horizontal coordinates were scaled from a topographic map and have
 AF6910.an estimated accuracy of +/- 6 seconds.
 AF6910
 AF6910.The orthometric height was determined by differential leveling
 AF6910.and adjusted by the National Geodetic Survey in June 1991..
 AF6910
 AF6910.The geoid height was determined by GEOID03.
 AF6910
 AF6910.The dynamic height is computed by dividing the NAVD 88
 AF6910.geopotential number by the normal gravity value computed on the
 AF6910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6910.degrees latitude (g = 980.6199 gals.).
 AF6910
 AF6910.The modeled gravity was interpolated from observed gravity values.
 AF6910
 AF6910;                    North         East    Units  Estimated Accuracy
 AF6910;SPC FL E     -   362,800.      264,850.      MT  (+/- 180 meters Scaled)
 AF6910
 AF6910                          SUPERSEDED SURVEY CONTROL
 AF6910
 AF6910  NGVD 29 (09/01/92)    1.053  (m)            3.45   (f) ADJUSTED    2 2
 AF6910
 AF6910.Superseded values are not recommended for survey control.
 AF6910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6910.See file dsdata.txt to determine how the superseded data were derived.
 AF6910
 AF6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL648538(NAD 83)
 AF6910_MARKER: DD = SURVEY DISK
 AF6910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6910_SP_SET: CONCRETE POST
 AF6910_STAMPING: 88 78 A32 RM NO 1
 AF6910_PROJECTION: RECESSED 8 CENTIMETERS
 AF6910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6910+STABILITY: SURFACE MOTION
 AF6910
 AF6910  HISTORY     - Date     Condition        Report By
 AF6910  HISTORY     - 1978     MONUMENTED       FLDT
 AF6910  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6910  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6910  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6910  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6910  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6910
 AF6910                          STATION DESCRIPTION
 AF6910
 AF6910'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6910'3.5 MI SOUTH FROM VERO BEACH.
 AF6910'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6910'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.5 MILES. IT
 AF6910'IS 36.1 FEET EAST SOUTHEAST OF A CONCRETE POWER POLE, AND 30.7 FEET
 AF6910'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6910'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6910'DEPARTMENT OF TRANSPORTATION.
 AF6910'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 AF6910
 AF6910                          STATION RECOVERY (1988)
 AF6910
 AF6910'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6910'MARK NOT FOUND.
 AF6910
 AF6910                          STATION RECOVERY (1989)
 AF6910
 AF6910'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6910'MARK NOT FOUND.
 AF6910
 AF6910                          STATION RECOVERY (1993)
 AF6910
 AF6910'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6910'MARK NOT FOUND.
 AF6910
 AF6910                          STATION RECOVERY (1994)
 AF6910
 AF6910'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6910'MARK NOT FOUND.
 AF6910
 AF6910                          STATION RECOVERY (1996)
 AF6910
 AF6910'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6908 ***********************************************************************
 AF6908  DESIGNATION -  88 78 A 32 RM 2 FLDNR
 AF6908  PID         -  AF6908
 AF6908  STATE/COUNTY-  FL/INDIAN RIVER
 AF6908  USGS QUAD   -  INDRIO (1983)
 AF6908
 AF6908                         *CURRENT SURVEY CONTROL
 AF6908  ___________________________________________________________________
 AF6908* NAD 83(1986)-  27 36 24.     (N)    080 20 35.     (W)     SCALED    
 AF6908* NAVD 88     -         0.757  (meters)       2.48   (feet)  ADJUSTED  
 AF6908  ___________________________________________________________________
 AF6908  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6908  DYNAMIC HT  -           0.755 (meters)       2.48  (feet)  COMP
 AF6908  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AF6908
 AF6908  VERT ORDER  -  SECOND    CLASS II
 AF6908
 AF6908.The horizontal coordinates were scaled from a topographic map and have
 AF6908.an estimated accuracy of +/- 6 seconds.
 AF6908
 AF6908.The orthometric height was determined by differential leveling
 AF6908.and adjusted by the National Geodetic Survey in June 1991..
 AF6908
 AF6908.The geoid height was determined by GEOID03.
 AF6908
 AF6908.The dynamic height is computed by dividing the NAVD 88
 AF6908.geopotential number by the normal gravity value computed on the
 AF6908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6908.degrees latitude (g = 980.6199 gals.).
 AF6908
 AF6908.The modeled gravity was interpolated from observed gravity values.
 AF6908
 AF6908;                    North         East    Units  Estimated Accuracy
 AF6908;SPC FL E     -   362,800.      264,850.      MT  (+/- 180 meters Scaled)
 AF6908
 AF6908                          SUPERSEDED SURVEY CONTROL
 AF6908
 AF6908  NGVD 29 (09/01/92)    1.209  (m)            3.97   (f) ADJUSTED    2 2
 AF6908
 AF6908.Superseded values are not recommended for survey control.
 AF6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6908.See file dsdata.txt to determine how the superseded data were derived.
 AF6908
 AF6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL648538(NAD 83)
 AF6908_MARKER: DD = SURVEY DISK
 AF6908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6908_SP_SET: CONCRETE POST
 AF6908_STAMPING: 88 78 A32 RM NO 2
 AF6908_PROJECTION: RECESSED 8 CENTIMETERS
 AF6908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6908+STABILITY: SURFACE MOTION
 AF6908
 AF6908  HISTORY     - Date     Condition        Report By
 AF6908  HISTORY     - 1978     MONUMENTED       FLDT
 AF6908  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6908  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6908  HISTORY     - 19930127 MARK NOT FOUND   USPSQD
 AF6908  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6908  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6908
 AF6908                          STATION DESCRIPTION
 AF6908
 AF6908'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6908'3.5 MI SOUTH FROM VERO BEACH.
 AF6908'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6908'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.5 MILES. IT
 AF6908'IS 32 FEET NORTH NORTHEAST OF A CONCRETE POWER POLE AND 26.9 FEET
 AF6908'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6908'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6908'DEPARTMENT OF TRANSPORTATION.
 AF6908'THE MARK IS 3 FT  NE FROM A WITNESS POST.
 AF6908
 AF6908                          STATION RECOVERY (1988)
 AF6908
 AF6908'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6908'MARK NOT FOUND.
 AF6908
 AF6908                          STATION RECOVERY (1989)
 AF6908
 AF6908'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6908'MARK NOT FOUND.
 AF6908
 AF6908                          STATION RECOVERY (1993)
 AF6908
 AF6908'RECOVERY NOTE BY US POWER SQUADRON 1993 (AG)
 AF6908'MARK NOT FOUND.
 AF6908
 AF6908                          STATION RECOVERY (1994)
 AF6908
 AF6908'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6908'MARK NOT FOUND.
 AF6908
 AF6908                          STATION RECOVERY (1997)
 AF6908
 AF6908'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6912 ***********************************************************************
 AF6912  DESIGNATION -  88 78 A 33 FLDNR
 AF6912  PID         -  AF6912
 AF6912  STATE/COUNTY-  FL/INDIAN RIVER
 AF6912  USGS QUAD   -  INDRIO (1983)
 AF6912
 AF6912                         *CURRENT SURVEY CONTROL
 AF6912  ___________________________________________________________________
 AF6912* NAD 83(1986)-  27 36 07.     (N)    080 20 17.     (W)     SCALED    
 AF6912* NAVD 88     -         2.281  (meters)       7.48   (feet)  ADJUSTED  
 AF6912  ___________________________________________________________________
 AF6912  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6912  DYNAMIC HT  -           2.278 (meters)       7.47  (feet)  COMP
 AF6912  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AF6912
 AF6912  VERT ORDER  -  SECOND    CLASS II
 AF6912
 AF6912.The horizontal coordinates were scaled from a topographic map and have
 AF6912.an estimated accuracy of +/- 6 seconds.
 AF6912
 AF6912.The orthometric height was determined by differential leveling
 AF6912.and adjusted by the National Geodetic Survey in June 1991..
 AF6912
 AF6912.The geoid height was determined by GEOID03.
 AF6912
 AF6912.The dynamic height is computed by dividing the NAVD 88
 AF6912.geopotential number by the normal gravity value computed on the
 AF6912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6912.degrees latitude (g = 980.6199 gals.).
 AF6912
 AF6912.The modeled gravity was interpolated from observed gravity values.
 AF6912
 AF6912;                    North         East    Units  Estimated Accuracy
 AF6912;SPC FL E     -   362,280.      265,350.      MT  (+/- 180 meters Scaled)
 AF6912
 AF6912                          SUPERSEDED SURVEY CONTROL
 AF6912
 AF6912  NGVD 29 (09/01/92)    2.732  (m)            8.96   (f) ADJUSTED    2 2
 AF6912
 AF6912.Superseded values are not recommended for survey control.
 AF6912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6912.See file dsdata.txt to determine how the superseded data were derived.
 AF6912
 AF6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL653532(NAD 83)
 AF6912_MARKER: DD = SURVEY DISK
 AF6912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6912_SP_SET: CONCRETE POST
 AF6912_STAMPING: 88 78 A33
 AF6912_PROJECTION: RECESSED 30 CENTIMETERS
 AF6912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6912+STABILITY: SURFACE MOTION
 AF6912
 AF6912  HISTORY     - Date     Condition        Report By
 AF6912  HISTORY     - 1978     MONUMENTED       FLDT
 AF6912  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6912  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6912  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6912  HISTORY     - 19970116 MARK NOT FOUND   USPSQD
 AF6912
 AF6912                          STATION DESCRIPTION
 AF6912
 AF6912'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6912'3.9 MI SOUTH FROM VERO BEACH.
 AF6912'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6912'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.9 MILES TO
 AF6912'THE ENTRANCE TO ST EDWARDS UPPER SCHOOL. IT IS ABOUT 500 FEET NORTH OF
 AF6912'THE ENTRANCE DRIVE, 30.8 FEET EAST NORTHEAST OF THE CENTERLINE OF
 AF6912'HIGHWAY AND 16.3 FEET SOUTHWEST OF A 30 INCH AUSTRALIAN PINE TREE.
 AF6912'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6912'DEPARTMENT OF TRANSPORTATION.
 AF6912'THE MARK IS 4 FT  ENE FROM A WITNESS POST.
 AF6912
 AF6912                          STATION RECOVERY (1988)
 AF6912
 AF6912'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6912'MARK NOT FOUND.
 AF6912
 AF6912                          STATION RECOVERY (1989)
 AF6912
 AF6912'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6912'MARK NOT FOUND.
 AF6912
 AF6912                          STATION RECOVERY (1994)
 AF6912
 AF6912'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6912'MARK NOT FOUND.
 AF6912
 AF6912                          STATION RECOVERY (1997)
 AF6912
 AF6912'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6913 ***********************************************************************
 AF6913  DESIGNATION -  88 78 A 33 RM 1 FLDNR
 AF6913  PID         -  AF6913
 AF6913  STATE/COUNTY-  FL/INDIAN RIVER
 AF6913  USGS QUAD   -  INDRIO (1983)
 AF6913
 AF6913                         *CURRENT SURVEY CONTROL
 AF6913  ___________________________________________________________________
 AF6913* NAD 83(1986)-  27 36 07.     (N)    080 20 17.     (W)     SCALED    
 AF6913* NAVD 88     -         2.365  (meters)       7.76   (feet)  ADJUSTED  
 AF6913  ___________________________________________________________________
 AF6913  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6913  DYNAMIC HT  -           2.361 (meters)       7.75  (feet)  COMP
 AF6913  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AF6913
 AF6913  VERT ORDER  -  SECOND    CLASS II
 AF6913
 AF6913.The horizontal coordinates were scaled from a topographic map and have
 AF6913.an estimated accuracy of +/- 6 seconds.
 AF6913
 AF6913.The orthometric height was determined by differential leveling
 AF6913.and adjusted by the National Geodetic Survey in June 1991..
 AF6913
 AF6913.The geoid height was determined by GEOID03.
 AF6913
 AF6913.The dynamic height is computed by dividing the NAVD 88
 AF6913.geopotential number by the normal gravity value computed on the
 AF6913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6913.degrees latitude (g = 980.6199 gals.).
 AF6913
 AF6913.The modeled gravity was interpolated from observed gravity values.
 AF6913
 AF6913;                    North         East    Units  Estimated Accuracy
 AF6913;SPC FL E     -   362,280.      265,350.      MT  (+/- 180 meters Scaled)
 AF6913
 AF6913                          SUPERSEDED SURVEY CONTROL
 AF6913
 AF6913  NGVD 29 (09/01/92)    2.816  (m)            9.24   (f) ADJUSTED    2 2
 AF6913
 AF6913.Superseded values are not recommended for survey control.
 AF6913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6913.See file dsdata.txt to determine how the superseded data were derived.
 AF6913
 AF6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL653532(NAD 83)
 AF6913_MARKER: DD = SURVEY DISK
 AF6913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6913_SP_SET: CONCRETE POST
 AF6913_STAMPING: 88 78 A33 RM NO 1
 AF6913_PROJECTION: RECESSED 30 CENTIMETERS
 AF6913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6913+STABILITY: SURFACE MOTION
 AF6913
 AF6913  HISTORY     - Date     Condition        Report By
 AF6913  HISTORY     - 1978     MONUMENTED       FLDT
 AF6913  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6913  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6913  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6913
 AF6913                          STATION DESCRIPTION
 AF6913
 AF6913'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6913'3.9 MI SOUTH FROM VERO BEACH.
 AF6913'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6913'BOULEBARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.9 MILES TO
 AF6913'THE ENTRANCE TO ST EDWARDS UPPER SCHOOL. IT IS ABOUT 500 FEET NORTH OF
 AF6913'THE ENTRANCE DRIVE AND 23.8 FEET EAST NORTHEAST OF THE CENTERLINE OF
 AF6913'THE HIGHWAY.
 AF6913'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6913'DEPARTMENT OF TRANSPORTATION.
 AF6913'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 AF6913
 AF6913                          STATION RECOVERY (1988)
 AF6913
 AF6913'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6913'MARK NOT FOUND.
 AF6913
 AF6913                          STATION RECOVERY (1989)
 AF6913
 AF6913'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6913'MARK NOT FOUND.
 AF6913
 AF6913                          STATION RECOVERY (1994)
 AF6913
 AF6913'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6911 ***********************************************************************
 AF6911  DESIGNATION -  88 78 A 33 RM 2 FLDNR
 AF6911  PID         -  AF6911
 AF6911  STATE/COUNTY-  FL/INDIAN RIVER
 AF6911  USGS QUAD   -  INDRIO (1983)
 AF6911
 AF6911                         *CURRENT SURVEY CONTROL
 AF6911  ___________________________________________________________________
 AF6911* NAD 83(1986)-  27 36 07.     (N)    080 20 17.     (W)     SCALED    
 AF6911* NAVD 88     -         2.358  (meters)       7.74   (feet)  ADJUSTED  
 AF6911  ___________________________________________________________________
 AF6911  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6911  DYNAMIC HT  -           2.354 (meters)       7.72  (feet)  COMP
 AF6911  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AF6911
 AF6911  VERT ORDER  -  SECOND    CLASS II
 AF6911
 AF6911.The horizontal coordinates were scaled from a topographic map and have
 AF6911.an estimated accuracy of +/- 6 seconds.
 AF6911
 AF6911.The orthometric height was determined by differential leveling
 AF6911.and adjusted by the National Geodetic Survey in June 1991..
 AF6911
 AF6911.The geoid height was determined by GEOID03.
 AF6911
 AF6911.The dynamic height is computed by dividing the NAVD 88
 AF6911.geopotential number by the normal gravity value computed on the
 AF6911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6911.degrees latitude (g = 980.6199 gals.).
 AF6911
 AF6911.The modeled gravity was interpolated from observed gravity values.
 AF6911
 AF6911;                    North         East    Units  Estimated Accuracy
 AF6911;SPC FL E     -   362,280.      265,350.      MT  (+/- 180 meters Scaled)
 AF6911
 AF6911                          SUPERSEDED SURVEY CONTROL
 AF6911
 AF6911  NGVD 29 (09/01/92)    2.809  (m)            9.22   (f) ADJUSTED    2 2
 AF6911
 AF6911.Superseded values are not recommended for survey control.
 AF6911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6911.See file dsdata.txt to determine how the superseded data were derived.
 AF6911
 AF6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL653532(NAD 83)
 AF6911_MARKER: DD = SURVEY DISK
 AF6911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6911_SP_SET: CONCRETE POST
 AF6911_STAMPING: 88 78 A33 RM NO 2
 AF6911_PROJECTION: RECESSED 15 CENTIMETERS
 AF6911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6911+STABILITY: SURFACE MOTION
 AF6911
 AF6911  HISTORY     - Date     Condition        Report By
 AF6911  HISTORY     - 1978     MONUMENTED       FLDT
 AF6911  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6911  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6911  HISTORY     - 19960418 MARK NOT FOUND   USPSQD
 AF6911
 AF6911                          STATION DESCRIPTION
 AF6911
 AF6911'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6911'3.9 MI SOUTH FROM VERO BEACH.
 AF6911'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6911'NOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 3.9 MILES TO
 AF6911'THE ENTRANCE TO ST EDWARDS UPPER SCHOOL. IT IS ABOUT 500 FEET NORTH OF
 AF6911'THE ENTRANCE DRIVE AND 27.2 FEET EAST NORTHEAST OF THE CENTERLINE OF
 AF6911'THE HIGHWAY.
 AF6911'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6911'DEPARTMENT OF TRANSPORTATION.
 AF6911
 AF6911                          STATION RECOVERY (1989)
 AF6911
 AF6911'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6911'MARK NOT FOUND.
 AF6911
 AF6911                          STATION RECOVERY (1994)
 AF6911
 AF6911'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6911'MARK NOT FOUND.
 AF6911
 AF6911                          STATION RECOVERY (1996)
 AF6911
 AF6911'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6915 ***********************************************************************
 AF6915  DESIGNATION -  88 78 A 34 FLDNR
 AF6915  PID         -  AF6915
 AF6915  STATE/COUNTY-  FL/INDIAN RIVER
 AF6915  USGS QUAD   -  INDRIO (1983)
 AF6915
 AF6915                         *CURRENT SURVEY CONTROL
 AF6915  ___________________________________________________________________
 AF6915* NAD 83(1986)-  27 35 55.     (N)    080 20 09.     (W)     SCALED    
 AF6915* NAVD 88     -         3.144  (meters)      10.31   (feet)  ADJUSTED  
 AF6915  ___________________________________________________________________
 AF6915  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6915  DYNAMIC HT  -           3.139 (meters)      10.30  (feet)  COMP
 AF6915  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 AF6915
 AF6915  VERT ORDER  -  SECOND    CLASS II
 AF6915
 AF6915.The horizontal coordinates were scaled from a topographic map and have
 AF6915.an estimated accuracy of +/- 6 seconds.
 AF6915
 AF6915.The orthometric height was determined by differential leveling
 AF6915.and adjusted by the National Geodetic Survey in June 1991..
 AF6915
 AF6915.The geoid height was determined by GEOID03.
 AF6915
 AF6915.The dynamic height is computed by dividing the NAVD 88
 AF6915.geopotential number by the normal gravity value computed on the
 AF6915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6915.degrees latitude (g = 980.6199 gals.).
 AF6915
 AF6915.The modeled gravity was interpolated from observed gravity values.
 AF6915
 AF6915;                    North         East    Units  Estimated Accuracy
 AF6915;SPC FL E     -   361,910.      265,570.      MT  (+/- 180 meters Scaled)
 AF6915
 AF6915                          SUPERSEDED SURVEY CONTROL
 AF6915
 AF6915  NGVD 29 (09/01/92)    3.595  (m)           11.79   (f) ADJUSTED    2 2
 AF6915
 AF6915.Superseded values are not recommended for survey control.
 AF6915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6915.See file dsdata.txt to determine how the superseded data were derived.
 AF6915
 AF6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL655529(NAD 83)
 AF6915_MARKER: DD = SURVEY DISK
 AF6915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6915_SP_SET: CONCRETE POST
 AF6915_STAMPING: 88 78 A34
 AF6915_PROJECTION: RECESSED 30 CENTIMETERS
 AF6915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6915+STABILITY: SURFACE MOTION
 AF6915
 AF6915  HISTORY     - Date     Condition        Report By
 AF6915  HISTORY     - 1978     MONUMENTED       FLDT
 AF6915  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6915  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6915  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6915  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6915
 AF6915                          STATION DESCRIPTION
 AF6915
 AF6915'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6915'4.1 MI SOUTH FROM VERO BEACH.
 AF6915'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6915'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.1 MILES .
 AF6915'IT IS ABOUT 600 FEET SOUTH OF THE ENTRANCE DRIVE TO ST EDWARDS UPPER
 AF6915'SCHOOL, 26.3 FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AF6915'23.8 FEET SOUTH OF A TELEPHONE CABLE JUNCTION BOX AND 8.3 FEET EAST OF
 AF6915'THE SCHOOL SIGN POST.
 AF6915'A FLORIDA DEPARTMENT OD NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6915'DEPARTMENT OF TRANSPORTATION.
 AF6915'THE MARK IS 6 FT  ENE FROM A WITNESS POST.
 AF6915
 AF6915                          STATION RECOVERY (1988)
 AF6915
 AF6915'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6915'MARK NOT FOUND.
 AF6915
 AF6915                          STATION RECOVERY (1989)
 AF6915
 AF6915'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6915'MARK NOT FOUND.
 AF6915
 AF6915                          STATION RECOVERY (1994)
 AF6915
 AF6915'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6915'MARK NOT FOUND.
 AF6915
 AF6915                          STATION RECOVERY (1996)
 AF6915
 AF6915'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6916 ***********************************************************************
 AF6916  DESIGNATION -  88 78 A 34 RM 1 FLDNR
 AF6916  PID         -  AF6916
 AF6916  STATE/COUNTY-  FL/INDIAN RIVER
 AF6916  USGS QUAD   -  INDRIO (1983)
 AF6916
 AF6916                         *CURRENT SURVEY CONTROL
 AF6916  ___________________________________________________________________
 AF6916* NAD 83(1986)-  27 35 55.     (N)    080 20 09.     (W)     SCALED    
 AF6916* NAVD 88     -         3.057  (meters)      10.03   (feet)  ADJUSTED  
 AF6916  ___________________________________________________________________
 AF6916  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6916  DYNAMIC HT  -           3.053 (meters)      10.02  (feet)  COMP
 AF6916  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 AF6916
 AF6916  VERT ORDER  -  SECOND    CLASS II
 AF6916
 AF6916.The horizontal coordinates were scaled from a topographic map and have
 AF6916.an estimated accuracy of +/- 6 seconds.
 AF6916
 AF6916.The orthometric height was determined by differential leveling
 AF6916.and adjusted by the National Geodetic Survey in June 1991..
 AF6916
 AF6916.The geoid height was determined by GEOID03.
 AF6916
 AF6916.The dynamic height is computed by dividing the NAVD 88
 AF6916.geopotential number by the normal gravity value computed on the
 AF6916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6916.degrees latitude (g = 980.6199 gals.).
 AF6916
 AF6916.The modeled gravity was interpolated from observed gravity values.
 AF6916
 AF6916;                    North         East    Units  Estimated Accuracy
 AF6916;SPC FL E     -   361,910.      265,570.      MT  (+/- 180 meters Scaled)
 AF6916
 AF6916                          SUPERSEDED SURVEY CONTROL
 AF6916
 AF6916  NGVD 29 (09/01/92)    3.508  (m)           11.51   (f) ADJUSTED    2 2
 AF6916
 AF6916.Superseded values are not recommended for survey control.
 AF6916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6916.See file dsdata.txt to determine how the superseded data were derived.
 AF6916
 AF6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL655529(NAD 83)
 AF6916_MARKER: DD = SURVEY DISK
 AF6916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6916_SP_SET: CONCRETE POST
 AF6916_STAMPING: 88 78 A34 RM NO 1
 AF6916_PROJECTION: RECESSED 30 CENTIMETERS
 AF6916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6916+STABILITY: SURFACE MOTION
 AF6916
 AF6916  HISTORY     - Date     Condition        Report By
 AF6916  HISTORY     - 1978     MONUMENTED       FLDT
 AF6916  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6916  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6916  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6916  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6916
 AF6916                          STATION DESCRIPTION
 AF6916
 AF6916'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6916'4.1 MI SOUTH FROM VERO BEACH.
 AF6916'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6916'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.1 MILES. IT
 AF6916'IS ABOUT 600 FEET SOUTH OF THE ENTRANCE DRIVE TO ST EDWARDS UPPER
 AF6916'SCHOOL, 57.2 FEET SOUTH SOUTHEAST OF A TELEPHONE CABLE JUNCTION BOX
 AF6916'AND 25.7 FEET NORTH NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6916'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6916'DEPARTMENT OF TRANSPORTATION.
 AF6916'THE MARK IS 3 FT  SSW FROM A WITNESS POST.
 AF6916
 AF6916                          STATION RECOVERY (1988)
 AF6916
 AF6916'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6916'MARK NOT FOUND.
 AF6916
 AF6916                          STATION RECOVERY (1989)
 AF6916
 AF6916'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6916'MARK NOT FOUND.
 AF6916
 AF6916                          STATION RECOVERY (1994)
 AF6916
 AF6916'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6916'MARK NOT FOUND.
 AF6916
 AF6916                          STATION RECOVERY (1996)
 AF6916
 AF6916'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6914 ***********************************************************************
 AF6914  DESIGNATION -  88 78 A 34 RM 2 FLDNR
 AF6914  PID         -  AF6914
 AF6914  STATE/COUNTY-  FL/INDIAN RIVER
 AF6914  USGS QUAD   -  INDRIO (1983)
 AF6914
 AF6914                         *CURRENT SURVEY CONTROL
 AF6914  ___________________________________________________________________
 AF6914* NAD 83(1986)-  27 35 55.     (N)    080 20 09.     (W)     SCALED    
 AF6914* NAVD 88     -         2.919  (meters)       9.58   (feet)  ADJUSTED  
 AF6914  ___________________________________________________________________
 AF6914  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF6914  DYNAMIC HT  -           2.915 (meters)       9.56  (feet)  COMP
 AF6914  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 AF6914
 AF6914  VERT ORDER  -  SECOND    CLASS II
 AF6914
 AF6914.The horizontal coordinates were scaled from a topographic map and have
 AF6914.an estimated accuracy of +/- 6 seconds.
 AF6914
 AF6914.The orthometric height was determined by differential leveling
 AF6914.and adjusted by the National Geodetic Survey in June 1991..
 AF6914
 AF6914.The geoid height was determined by GEOID03.
 AF6914
 AF6914.The dynamic height is computed by dividing the NAVD 88
 AF6914.geopotential number by the normal gravity value computed on the
 AF6914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6914.degrees latitude (g = 980.6199 gals.).
 AF6914
 AF6914.The modeled gravity was interpolated from observed gravity values.
 AF6914
 AF6914;                    North         East    Units  Estimated Accuracy
 AF6914;SPC FL E     -   361,910.      265,570.      MT  (+/- 180 meters Scaled)
 AF6914
 AF6914                          SUPERSEDED SURVEY CONTROL
 AF6914
 AF6914  NGVD 29 (09/01/92)    3.370  (m)           11.06   (f) ADJUSTED    2 2
 AF6914
 AF6914.Superseded values are not recommended for survey control.
 AF6914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6914.See file dsdata.txt to determine how the superseded data were derived.
 AF6914
 AF6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL655529(NAD 83)
 AF6914_MARKER: DD = SURVEY DISK
 AF6914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6914_SP_SET: CONCRETE POST
 AF6914_STAMPING: 88 78 A34 RM NO 2
 AF6914_PROJECTION: RECESSED 30 CENTIMETERS
 AF6914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6914+STABILITY: SURFACE MOTION
 AF6914
 AF6914  HISTORY     - Date     Condition        Report By
 AF6914  HISTORY     - 1978     MONUMENTED       FLDT
 AF6914  HISTORY     - 1988     GOOD             USPSQD
 AF6914  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6914  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 AF6914  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6914
 AF6914                          STATION DESCRIPTION
 AF6914
 AF6914'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6914'4.1 MI SOUTH FROM VERO BEACH.
 AF6914'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6914'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.1 MILES .
 AF6914'IT IS ABOUT 600 FEET SOUTH OF THE ENTRANCE DRIVE TO ST EDWARDS UPPER
 AF6914'SCHOOL, 27.6 FEET NORTHEAST OF A TELEPHONE CABLE JUNCTION BOX AND
 AF6914'26.3 FEET EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AF6914'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6914'DEPARTMENT OF TRANSPORTATION.
 AF6914'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 AF6914
 AF6914                          STATION RECOVERY (1988)
 AF6914
 AF6914'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6914'RECOVERED IN GOOD CONDITION.
 AF6914
 AF6914                          STATION RECOVERY (1989)
 AF6914
 AF6914'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6914'MARK NOT FOUND.
 AF6914
 AF6914                          STATION RECOVERY (1994)
 AF6914
 AF6914'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6914'MARK NOT FOUND.
 AF6914
 AF6914                          STATION RECOVERY (1996)
 AF6914
 AF6914'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6918 ***********************************************************************
 AF6918  DESIGNATION -  88 78 A 35 FLDNR
 AF6918  PID         -  AF6918
 AF6918  STATE/COUNTY-  FL/INDIAN RIVER
 AF6918  USGS QUAD   -  INDRIO (1983)
 AF6918
 AF6918                         *CURRENT SURVEY CONTROL
 AF6918  ___________________________________________________________________
 AF6918* NAD 83(1986)-  27 35 27.     (N)    080 19 59.     (W)     SCALED    
 AF6918* NAVD 88     -         1.267  (meters)       4.16   (feet)  ADJUSTED  
 AF6918  ___________________________________________________________________
 AF6918  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF6918  DYNAMIC HT  -           1.265 (meters)       4.15  (feet)  COMP
 AF6918  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 AF6918
 AF6918  VERT ORDER  -  SECOND    CLASS II
 AF6918
 AF6918.The horizontal coordinates were scaled from a topographic map and have
 AF6918.an estimated accuracy of +/- 6 seconds.
 AF6918
 AF6918.The orthometric height was determined by differential leveling
 AF6918.and adjusted by the National Geodetic Survey in June 1991..
 AF6918
 AF6918.The geoid height was determined by GEOID03.
 AF6918
 AF6918.The dynamic height is computed by dividing the NAVD 88
 AF6918.geopotential number by the normal gravity value computed on the
 AF6918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6918.degrees latitude (g = 980.6199 gals.).
 AF6918
 AF6918.The modeled gravity was interpolated from observed gravity values.
 AF6918
 AF6918;                    North         East    Units  Estimated Accuracy
 AF6918;SPC FL E     -   361,050.      265,850.      MT  (+/- 180 meters Scaled)
 AF6918
 AF6918                          SUPERSEDED SURVEY CONTROL
 AF6918
 AF6918  NGVD 29 (09/01/92)    1.718  (m)            5.64   (f) ADJUSTED    2 2
 AF6918
 AF6918.Superseded values are not recommended for survey control.
 AF6918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6918.See file dsdata.txt to determine how the superseded data were derived.
 AF6918
 AF6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658520(NAD 83)
 AF6918_MARKER: DD = SURVEY DISK
 AF6918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6918_SP_SET: CONCRETE POST
 AF6918_STAMPING: 88 78 A35
 AF6918_PROJECTION: RECESSED 13 CENTIMETERS
 AF6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6918+STABILITY: SURFACE MOTION
 AF6918
 AF6918  HISTORY     - Date     Condition        Report By
 AF6918  HISTORY     - 1978     MONUMENTED       FLDT
 AF6918  HISTORY     - 1988     GOOD             USPSQD
 AF6918  HISTORY     - 1989     GOOD             USPSQD
 AF6918  HISTORY     - 19940517 GOOD             USPSQD
 AF6918  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6918
 AF6918                          STATION DESCRIPTION
 AF6918
 AF6918'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6918'4.7 MI SOUTH FROM VERO BEACH.
 AF6918'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6918'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES. IT
 AF6918'IS ABOUT 300 FEET NORTH OF HARBOUR DRIVE (THE ENTANCE TO THE MOORINGS
 AF6918'GOLF AND TENNIS CLUB) AND 19.6 FEET EAST OF THE CENTERLINE OF THE
 AF6918'HIGHWAY.
 AF6918'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6918'DEPARTMENT OF TRANSPORTATION.
 AF6918'THE MARK IS 4 FT  W FROM A WITNESS POST.
 AF6918
 AF6918                          STATION RECOVERY (1988)
 AF6918
 AF6918'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6918'RECOVERED IN GOOD CONDITION.
 AF6918
 AF6918                          STATION RECOVERY (1989)
 AF6918
 AF6918'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6918'RECOVERED IN GOOD CONDITION.
 AF6918
 AF6918                          STATION RECOVERY (1994)
 AF6918
 AF6918'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6918'RECOVERED IN GOOD CONDITION.
 AF6918
 AF6918                          STATION RECOVERY (1996)
 AF6918
 AF6918'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6917 ***********************************************************************
 AF6917  DESIGNATION -  88 78 A 35 RM 1 FLDNR
 AF6917  PID         -  AF6917
 AF6917  STATE/COUNTY-  FL/INDIAN RIVER
 AF6917  USGS QUAD   -  INDRIO (1983)
 AF6917
 AF6917                         *CURRENT SURVEY CONTROL
 AF6917  ___________________________________________________________________
 AF6917* NAD 83(1986)-  27 35 27.     (N)    080 19 59.     (W)     SCALED    
 AF6917* NAVD 88     -         1.329  (meters)       4.36   (feet)  ADJUSTED  
 AF6917  ___________________________________________________________________
 AF6917  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF6917  DYNAMIC HT  -           1.327 (meters)       4.35  (feet)  COMP
 AF6917  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 AF6917
 AF6917  VERT ORDER  -  SECOND    CLASS II
 AF6917
 AF6917.The horizontal coordinates were scaled from a topographic map and have
 AF6917.an estimated accuracy of +/- 6 seconds.
 AF6917
 AF6917.The orthometric height was determined by differential leveling
 AF6917.and adjusted by the National Geodetic Survey in June 1991..
 AF6917
 AF6917.The geoid height was determined by GEOID03.
 AF6917
 AF6917.The dynamic height is computed by dividing the NAVD 88
 AF6917.geopotential number by the normal gravity value computed on the
 AF6917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6917.degrees latitude (g = 980.6199 gals.).
 AF6917
 AF6917.The modeled gravity was interpolated from observed gravity values.
 AF6917
 AF6917;                    North         East    Units  Estimated Accuracy
 AF6917;SPC FL E     -   361,050.      265,850.      MT  (+/- 180 meters Scaled)
 AF6917
 AF6917                          SUPERSEDED SURVEY CONTROL
 AF6917
 AF6917  NGVD 29 (09/01/92)    1.780  (m)            5.84   (f) ADJUSTED    2 2
 AF6917
 AF6917.Superseded values are not recommended for survey control.
 AF6917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6917.See file dsdata.txt to determine how the superseded data were derived.
 AF6917
 AF6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658520(NAD 83)
 AF6917_MARKER: DD = SURVEY DISK
 AF6917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6917_SP_SET: CONCRETE POST
 AF6917_STAMPING: 88 78 A35 RM NO 1
 AF6917_PROJECTION: RECESSED 10 CENTIMETERS
 AF6917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6917+STABILITY: SURFACE MOTION
 AF6917
 AF6917  HISTORY     - Date     Condition        Report By
 AF6917  HISTORY     - 1978     MONUMENTED       FLDT
 AF6917  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6917  HISTORY     - 1989     GOOD             USPSQD
 AF6917  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6917  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6917
 AF6917                          STATION DESCRIPTION
 AF6917
 AF6917'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6917'4.7 MI SOUTH FROM VERO BEACH.
 AF6917'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6917'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES. IT
 AF6917'IS ABOUT 300 FEET NORTH OF HARBOUR DRIVE (THE ENTANCE TO THE MOORINGS
 AF6917'GOLF AND TENNIS CLUB) AND 35.9 FEET EAST OF THE CENTERLINE OF THE
 AF6917'HIGHWAY.
 AF6917'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6917'DEPARTMENT OF TRANSPORTATION.
 AF6917'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AF6917
 AF6917                          STATION RECOVERY (1988)
 AF6917
 AF6917'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6917'MARK NOT FOUND.
 AF6917
 AF6917                          STATION RECOVERY (1989)
 AF6917
 AF6917'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6917'RECOVERED IN GOOD CONDITION.
 AF6917
 AF6917                          STATION RECOVERY (1994)
 AF6917
 AF6917'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6917'MARK NOT FOUND.
 AF6917
 AF6917                          STATION RECOVERY (1996)
 AF6917
 AF6917'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6919 ***********************************************************************
 AF6919  DESIGNATION -  88 78 A 35 RM 2 FLDNR
 AF6919  PID         -  AF6919
 AF6919  STATE/COUNTY-  FL/INDIAN RIVER
 AF6919  USGS QUAD   -  INDRIO (1983)
 AF6919
 AF6919                         *CURRENT SURVEY CONTROL
 AF6919  ___________________________________________________________________
 AF6919* NAD 83(1986)-  27 35 27.     (N)    080 19 59.     (W)     SCALED    
 AF6919* NAVD 88     -         1.313  (meters)       4.31   (feet)  ADJUSTED  
 AF6919  ___________________________________________________________________
 AF6919  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF6919  DYNAMIC HT  -           1.311 (meters)       4.30  (feet)  COMP
 AF6919  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 AF6919
 AF6919  VERT ORDER  -  SECOND    CLASS II
 AF6919
 AF6919.The horizontal coordinates were scaled from a topographic map and have
 AF6919.an estimated accuracy of +/- 6 seconds.
 AF6919
 AF6919.The orthometric height was determined by differential leveling
 AF6919.and adjusted by the National Geodetic Survey in June 1991..
 AF6919
 AF6919.The geoid height was determined by GEOID03.
 AF6919
 AF6919.The dynamic height is computed by dividing the NAVD 88
 AF6919.geopotential number by the normal gravity value computed on the
 AF6919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6919.degrees latitude (g = 980.6199 gals.).
 AF6919
 AF6919.The modeled gravity was interpolated from observed gravity values.
 AF6919
 AF6919;                    North         East    Units  Estimated Accuracy
 AF6919;SPC FL E     -   361,050.      265,850.      MT  (+/- 180 meters Scaled)
 AF6919
 AF6919                          SUPERSEDED SURVEY CONTROL
 AF6919
 AF6919  NGVD 29 (09/01/92)    1.764  (m)            5.79   (f) ADJUSTED    2 2
 AF6919
 AF6919.Superseded values are not recommended for survey control.
 AF6919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6919.See file dsdata.txt to determine how the superseded data were derived.
 AF6919
 AF6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658520(NAD 83)
 AF6919_MARKER: DD = SURVEY DISK
 AF6919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6919_SP_SET: CONCRETE POST
 AF6919_STAMPING: 88 78 A35 RM NO 2
 AF6919_PROJECTION: RECESSED 8 CENTIMETERS
 AF6919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6919+STABILITY: SURFACE MOTION
 AF6919
 AF6919  HISTORY     - Date     Condition        Report By
 AF6919  HISTORY     - 1978     MONUMENTED       FLDT
 AF6919  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6919  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6919  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6919  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6919
 AF6919                          STATION DESCRIPTION
 AF6919
 AF6919'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6919'4.7 MI SOUTH FROM VERO BEACH.
 AF6919'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6919'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES. IT
 AF6919'IS ABOUT 300 FEET NORTH OF HARBOUR DRIVE (THE ENTRANCE TO THE MOORINGS
 AF6919'GOLF AND TENNIS CLUB) AND 35.8 FEET EAST OF THE CENTERLINE OF THE
 AF6919'HIGHWAY.
 AF6919'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6919'DEPARTMENT OF TRANSPORTATION.
 AF6919'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6919
 AF6919                          STATION RECOVERY (1988)
 AF6919
 AF6919'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6919'MARK NOT FOUND.
 AF6919
 AF6919                          STATION RECOVERY (1989)
 AF6919
 AF6919'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6919'MARK NOT FOUND.
 AF6919
 AF6919                          STATION RECOVERY (1994)
 AF6919
 AF6919'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6919'MARK NOT FOUND.
 AF6919
 AF6919                          STATION RECOVERY (1996)
 AF6919
 AF6919'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6921 ***********************************************************************
 AF6921  DESIGNATION -  88 78 A 36 FLDNR
 AF6921  PID         -  AF6921
 AF6921  STATE/COUNTY-  FL/INDIAN RIVER
 AF6921  USGS QUAD   -  INDRIO (1983)
 AF6921
 AF6921                         *CURRENT SURVEY CONTROL
 AF6921  ___________________________________________________________________
 AF6921* NAD 83(1986)-  27 35 10.     (N)    080 19 57.     (W)     SCALED    
 AF6921* NAVD 88     -         0.547  (meters)       1.79   (feet)  ADJUSTED  
 AF6921  ___________________________________________________________________
 AF6921  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF6921  DYNAMIC HT  -           0.546 (meters)       1.79  (feet)  COMP
 AF6921  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 AF6921
 AF6921  VERT ORDER  -  SECOND    CLASS II
 AF6921
 AF6921.The horizontal coordinates were scaled from a topographic map and have
 AF6921.an estimated accuracy of +/- 6 seconds.
 AF6921
 AF6921.The orthometric height was determined by differential leveling
 AF6921.and adjusted by the National Geodetic Survey in June 1991..
 AF6921
 AF6921.The geoid height was determined by GEOID03.
 AF6921
 AF6921.The dynamic height is computed by dividing the NAVD 88
 AF6921.geopotential number by the normal gravity value computed on the
 AF6921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6921.degrees latitude (g = 980.6199 gals.).
 AF6921
 AF6921.The modeled gravity was interpolated from observed gravity values.
 AF6921
 AF6921;                    North         East    Units  Estimated Accuracy
 AF6921;SPC FL E     -   360,520.      265,900.      MT  (+/- 180 meters Scaled)
 AF6921
 AF6921                          SUPERSEDED SURVEY CONTROL
 AF6921
 AF6921  NGVD 29 (09/01/92)    0.998  (m)            3.27   (f) ADJUSTED    2 2
 AF6921
 AF6921.Superseded values are not recommended for survey control.
 AF6921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6921.See file dsdata.txt to determine how the superseded data were derived.
 AF6921
 AF6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658515(NAD 83)
 AF6921_MARKER: DD = SURVEY DISK
 AF6921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6921_SP_SET: CONCRETE POST
 AF6921_STAMPING: 88 78 A36
 AF6921_PROJECTION: RECESSED 15 CENTIMETERS
 AF6921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6921+STABILITY: SURFACE MOTION
 AF6921
 AF6921  HISTORY     - Date     Condition        Report By
 AF6921  HISTORY     - 1978     MONUMENTED       FLDT
 AF6921  HISTORY     - 1988     POOR             USPSQD
 AF6921  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6921
 AF6921                          STATION DESCRIPTION
 AF6921
 AF6921'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6921'5 MI SOUTH FROM VERO BEACH.
 AF6921'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6921'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6921'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6921'CONTINUE SOUTH ON STATE ROAD A1A FOR 0.3 MILE TO THE ENTRANCE TO
 AF6921'FLORALTON BEACH SUBDIVISION. IT IS 39.7 FEET WEST OF THE CENTERLINE OF
 AF6921'THE HIGHWAY, 11.1 FEET EAST OF THE WHITE BOARD FENCE AROUND THE
 AF6921'MOORINGS SUBDIVISION AND 4.5 FEET EAST OF A CONCRETE POWER POLE.
 AF6921'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6921'DEPARTMENT OF TRANSPORTATION.
 AF6921'THE MARK IS 4 FT  W FROM A WITNESS POST.
 AF6921
 AF6921                          STATION RECOVERY (1988)
 AF6921
 AF6921'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6921'MARK RECOVERED IN POOR CONDITION.
 AF6921
 AF6921                          STATION RECOVERY (1989)
 AF6921
 AF6921'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6922 ***********************************************************************
 AF6922  DESIGNATION -  88 78 A 36 RM 1 FLDNR
 AF6922  PID         -  AF6922
 AF6922  STATE/COUNTY-  FL/INDIAN RIVER
 AF6922  USGS QUAD   -  INDRIO (1983)
 AF6922
 AF6922                         *CURRENT SURVEY CONTROL
 AF6922  ___________________________________________________________________
 AF6922* NAD 83(1986)-  27 35 10.     (N)    080 19 57.     (W)     SCALED    
 AF6922* NAVD 88     -         1.034  (meters)       3.39   (feet)  ADJUSTED  
 AF6922  ___________________________________________________________________
 AF6922  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF6922  DYNAMIC HT  -           1.032 (meters)       3.39  (feet)  COMP
 AF6922  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 AF6922
 AF6922  VERT ORDER  -  SECOND    CLASS II
 AF6922
 AF6922.The horizontal coordinates were scaled from a topographic map and have
 AF6922.an estimated accuracy of +/- 6 seconds.
 AF6922
 AF6922.The orthometric height was determined by differential leveling
 AF6922.and adjusted by the National Geodetic Survey in June 1991..
 AF6922
 AF6922.The geoid height was determined by GEOID03.
 AF6922
 AF6922.The dynamic height is computed by dividing the NAVD 88
 AF6922.geopotential number by the normal gravity value computed on the
 AF6922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6922.degrees latitude (g = 980.6199 gals.).
 AF6922
 AF6922.The modeled gravity was interpolated from observed gravity values.
 AF6922
 AF6922;                    North         East    Units  Estimated Accuracy
 AF6922;SPC FL E     -   360,520.      265,900.      MT  (+/- 180 meters Scaled)
 AF6922
 AF6922                          SUPERSEDED SURVEY CONTROL
 AF6922
 AF6922  NGVD 29 (09/01/92)    1.485  (m)            4.87   (f) ADJUSTED    2 2
 AF6922
 AF6922.Superseded values are not recommended for survey control.
 AF6922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6922.See file dsdata.txt to determine how the superseded data were derived.
 AF6922
 AF6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658515(NAD 83)
 AF6922_MARKER: DD = SURVEY DISK
 AF6922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6922_SP_SET: CONCRETE POST
 AF6922_STAMPING: 88 78 A36 RM NO 1
 AF6922_PROJECTION: RECESSED 5 CENTIMETERS
 AF6922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6922+STABILITY: SURFACE MOTION
 AF6922
 AF6922  HISTORY     - Date     Condition        Report By
 AF6922  HISTORY     - 1978     MONUMENTED       FLDT
 AF6922  HISTORY     - 1988     GOOD             USPSQD
 AF6922  HISTORY     - 1989     GOOD             USPSQD
 AF6922  HISTORY     - 19940517 GOOD             USPSQD
 AF6922  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6922
 AF6922                          STATION DESCRIPTION
 AF6922
 AF6922'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6922'5 MI SOUTH FROM VERO BEACH.
 AF6922'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6922'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6922'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6922'CONTINUE SOUTH ON STATE ROAD A1A FOR 0.3 MILE TO THE ENTRANCE TO
 AF6922'FLORALTON BEACH SUBDIVISION. IT IS 49.3 FEET WEST OF THE CENTERLIE OF
 AF6922'THE HIGHWAY, 35 FEET SOUTH SOUTHWEST OF A CONCRETE POWER POLE AND 1.6
 AF6922'FEET EAST OF THE WHITE BOARD FENCE AROUND THE MOORINGS SUBDIVISION.
 AF6922'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6922'DEPARTMENT OF TRANSPORTATION.
 AF6922'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6922
 AF6922                          STATION RECOVERY (1988)
 AF6922
 AF6922'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6922'RECOVERED IN GOOD CONDITION.
 AF6922
 AF6922                          STATION RECOVERY (1989)
 AF6922
 AF6922'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6922'RECOVERED IN GOOD CONDITION.
 AF6922
 AF6922                          STATION RECOVERY (1994)
 AF6922
 AF6922'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6922'RECOVERED IN GOOD CONDITION.
 AF6922
 AF6922                          STATION RECOVERY (1996)
 AF6922
 AF6922'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6920 ***********************************************************************
 AF6920  DESIGNATION -  88 78 A 36 RM 2 FLDNR
 AF6920  PID         -  AF6920
 AF6920  STATE/COUNTY-  FL/INDIAN RIVER
 AF6920  USGS QUAD   -  INDRIO (1983)
 AF6920
 AF6920                         *CURRENT SURVEY CONTROL
 AF6920  ___________________________________________________________________
 AF6920* NAD 83(1986)-  27 35 10.     (N)    080 19 57.     (W)     SCALED    
 AF6920* NAVD 88     -         0.982  (meters)       3.22   (feet)  ADJUSTED  
 AF6920  ___________________________________________________________________
 AF6920  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF6920  DYNAMIC HT  -           0.981 (meters)       3.22  (feet)  COMP
 AF6920  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 AF6920
 AF6920  VERT ORDER  -  SECOND    CLASS II
 AF6920
 AF6920.The horizontal coordinates were scaled from a topographic map and have
 AF6920.an estimated accuracy of +/- 6 seconds.
 AF6920
 AF6920.The orthometric height was determined by differential leveling
 AF6920.and adjusted by the National Geodetic Survey in June 1991..
 AF6920
 AF6920.The geoid height was determined by GEOID03.
 AF6920
 AF6920.The dynamic height is computed by dividing the NAVD 88
 AF6920.geopotential number by the normal gravity value computed on the
 AF6920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6920.degrees latitude (g = 980.6199 gals.).
 AF6920
 AF6920.The modeled gravity was interpolated from observed gravity values.
 AF6920
 AF6920;                    North         East    Units  Estimated Accuracy
 AF6920;SPC FL E     -   360,520.      265,900.      MT  (+/- 180 meters Scaled)
 AF6920
 AF6920                          SUPERSEDED SURVEY CONTROL
 AF6920
 AF6920  NGVD 29 (09/01/92)    1.433  (m)            4.70   (f) ADJUSTED    2 2
 AF6920
 AF6920.Superseded values are not recommended for survey control.
 AF6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6920.See file dsdata.txt to determine how the superseded data were derived.
 AF6920
 AF6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658515(NAD 83)
 AF6920_MARKER: DD = SURVEY DISK
 AF6920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6920_SP_SET: CONCRETE POST
 AF6920_STAMPING: 88 78 A36 RM NO 2
 AF6920_PROJECTION: RECESSED 3 CENTIMETERS
 AF6920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6920+STABILITY: SURFACE MOTION
 AF6920
 AF6920  HISTORY     - Date     Condition        Report By
 AF6920  HISTORY     - 1978     MONUMENTED       FLDT
 AF6920  HISTORY     - 1988     GOOD             USPSQD
 AF6920  HISTORY     - 1989     GOOD             USPSQD
 AF6920  HISTORY     - 19940517 GOOD             USPSQD
 AF6920  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 AF6920
 AF6920                          STATION DESCRIPTION
 AF6920
 AF6920'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6920'5 MI SOUTH FROM VERO BEACH.
 AF6920'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6920'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6920'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6920'CONTINUE SOUTH ON STATE ROAD A1A FOR 0.3 MILE TO THE ENTRANCE TO
 AF6920'FLORALTON BEACH SUBDIVISION. IT IS 49.7 FEET WEST OF THE CENTERLINE OF
 AF6920'THE HIGHWAY, 36.4 FEET NORTH NORTHWEST OF A CONCRETE POWER POLE AND
 AF6920'1.4 FEET EAST OF THE WHITE BOARD FENCE AROUND THE MOORINGS
 AF6920'SUBDIVISION.
 AF6920'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6920'DEPARTMENT OF TRANSPORTATION.
 AF6920'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6920
 AF6920                          STATION RECOVERY (1988)
 AF6920
 AF6920'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6920'RECOVERED IN GOOD CONDITION.
 AF6920
 AF6920                          STATION RECOVERY (1989)
 AF6920
 AF6920'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6920'RECOVERED IN GOOD CONDITION.
 AF6920
 AF6920                          STATION RECOVERY (1994)
 AF6920
 AF6920'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6920'RECOVERED IN GOOD CONDITION.
 AF6920
 AF6920                          STATION RECOVERY (1996)
 AF6920
 AF6920'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6924 ***********************************************************************
 AF6924  DESIGNATION -  88 78 A 37 FLDNR
 AF6924  PID         -  AF6924
 AF6924  STATE/COUNTY-  FL/INDIAN RIVER
 AF6924  USGS QUAD   -  INDRIO (1983)
 AF6924
 AF6924                         *CURRENT SURVEY CONTROL
 AF6924  ___________________________________________________________________
 AF6924* NAD 83(1986)-  27 34 58.     (N)    080 19 52.     (W)     SCALED    
 AF6924* NAVD 88     -         1.448  (meters)       4.75   (feet)  ADJUSTED  
 AF6924  ___________________________________________________________________
 AF6924  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6924  DYNAMIC HT  -           1.446 (meters)       4.74  (feet)  COMP
 AF6924  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 AF6924
 AF6924  VERT ORDER  -  SECOND    CLASS II
 AF6924
 AF6924.The horizontal coordinates were scaled from a topographic map and have
 AF6924.an estimated accuracy of +/- 6 seconds.
 AF6924
 AF6924.The orthometric height was determined by differential leveling
 AF6924.and adjusted by the National Geodetic Survey in June 1991..
 AF6924
 AF6924.The geoid height was determined by GEOID03.
 AF6924
 AF6924.The dynamic height is computed by dividing the NAVD 88
 AF6924.geopotential number by the normal gravity value computed on the
 AF6924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6924.degrees latitude (g = 980.6199 gals.).
 AF6924
 AF6924.The modeled gravity was interpolated from observed gravity values.
 AF6924
 AF6924;                    North         East    Units  Estimated Accuracy
 AF6924;SPC FL E     -   360,160.      266,040.      MT  (+/- 180 meters Scaled)
 AF6924
 AF6924                          SUPERSEDED SURVEY CONTROL
 AF6924
 AF6924  NGVD 29 (09/01/92)    1.899  (m)            6.23   (f) ADJUSTED    2 2
 AF6924
 AF6924.Superseded values are not recommended for survey control.
 AF6924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6924.See file dsdata.txt to determine how the superseded data were derived.
 AF6924
 AF6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL660511(NAD 83)
 AF6924_MARKER: DD = SURVEY DISK
 AF6924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6924_SP_SET: CONCRETE POST
 AF6924_STAMPING: 88 78 A37
 AF6924_PROJECTION: RECESSED 10 CENTIMETERS
 AF6924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6924+STABILITY: SURFACE MOTION
 AF6924
 AF6924  HISTORY     - Date     Condition        Report By
 AF6924  HISTORY     - 1978     MONUMENTED       FLDT
 AF6924  HISTORY     - 1989     GOOD             USPSQD
 AF6924  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6924  HISTORY     - 19960418 MARK NOT FOUND   USPSQD
 AF6924
 AF6924                          STATION DESCRIPTION
 AF6924
 AF6924'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6924'5.3 MI SOUTH FROM VERO BEACH.
 AF6924'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6924'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6924'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6924'CONTINUE SOUTH ON STATE ROAD A1A FOR 0.6 MILE TO THE JUNCTION OF
 AF6924'MOORING LINE DRIVE. IT IS 108 FEET NORTH OF THE CENTERLINE OF THE
 AF6924'DOUBLE DRIVE, 31.2 FEET EAST OF A CONCRETE POWER POLE AND 17.5 FEET
 AF6924'WEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6924'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6924'DEPARTMENT OF TRANSPORTATION.
 AF6924'THE MARK IS 4 FT  E FROM A WITNESS POST.
 AF6924
 AF6924                          STATION RECOVERY (1989)
 AF6924
 AF6924'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6924'RECOVERED IN GOOD CONDITION.
 AF6924
 AF6924                          STATION RECOVERY (1994)
 AF6924
 AF6924'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6924'MARK NOT FOUND.
 AF6924
 AF6924                          STATION RECOVERY (1996)
 AF6924
 AF6924'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6925 ***********************************************************************
 AF6925  DESIGNATION -  88 78 A 37 RM 1 FLDNR
 AF6925  PID         -  AF6925
 AF6925  STATE/COUNTY-  FL/INDIAN RIVER
 AF6925  USGS QUAD   -  INDRIO (1983)
 AF6925
 AF6925                         *CURRENT SURVEY CONTROL
 AF6925  ___________________________________________________________________
 AF6925* NAD 83(1986)-  27 34 58.     (N)    080 19 52.     (W)     SCALED    
 AF6925* NAVD 88     -         1.607  (meters)       5.27   (feet)  ADJUSTED  
 AF6925  ___________________________________________________________________
 AF6925  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6925  DYNAMIC HT  -           1.605 (meters)       5.27  (feet)  COMP
 AF6925  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 AF6925
 AF6925  VERT ORDER  -  SECOND    CLASS II
 AF6925
 AF6925.The horizontal coordinates were scaled from a topographic map and have
 AF6925.an estimated accuracy of +/- 6 seconds.
 AF6925
 AF6925.The orthometric height was determined by differential leveling
 AF6925.and adjusted by the National Geodetic Survey in June 1991..
 AF6925
 AF6925.The geoid height was determined by GEOID03.
 AF6925
 AF6925.The dynamic height is computed by dividing the NAVD 88
 AF6925.geopotential number by the normal gravity value computed on the
 AF6925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6925.degrees latitude (g = 980.6199 gals.).
 AF6925
 AF6925.The modeled gravity was interpolated from observed gravity values.
 AF6925
 AF6925;                    North         East    Units  Estimated Accuracy
 AF6925;SPC FL E     -   360,160.      266,040.      MT  (+/- 180 meters Scaled)
 AF6925
 AF6925                          SUPERSEDED SURVEY CONTROL
 AF6925
 AF6925  NGVD 29 (09/01/92)    2.058  (m)            6.75   (f) ADJUSTED    2 2
 AF6925
 AF6925.Superseded values are not recommended for survey control.
 AF6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6925.See file dsdata.txt to determine how the superseded data were derived.
 AF6925
 AF6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL660511(NAD 83)
 AF6925_MARKER: DD = SURVEY DISK
 AF6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6925_SP_SET: CONCRETE POST
 AF6925_STAMPING: 88 78 A37 RM NO 1
 AF6925_PROJECTION: RECESSED 8 CENTIMETERS
 AF6925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6925+STABILITY: SURFACE MOTION
 AF6925
 AF6925  HISTORY     - Date     Condition        Report By
 AF6925  HISTORY     - 1978     MONUMENTED       FLDT
 AF6925  HISTORY     - 1989     GOOD             USPSQD
 AF6925  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6925  HISTORY     - 19960418 MARK NOT FOUND   USPSQD
 AF6925
 AF6925                          STATION DESCRIPTION
 AF6925
 AF6925'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6925'5.3 MI SOUTH FROM VERO BEACH.
 AF6925'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6925'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6925'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6925'CONTINUE SOUTH ON STATE ROAD A1A FOR 0.6 MILE TO THE JUNCTION OF
 AF6925'MOORING LINE DRIVE. IT IS 70.4 FEET NORTH OF THE CENTERLINE OF THE
 AF6925'BOUBLE DRIVE, 46.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 33.7
 AF6925'FEET SOUTH OF A CONCRETE POWER POLE AND 4.5 FEET EAST OF THE WHITE
 AF6925'BOARD FENCE AROUND MOORING HARBOUR SUBDIVISION.
 AF6925'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6925'DEPARTMENT OF TRANSPORTATION.
 AF6925'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6925
 AF6925                          STATION RECOVERY (1989)
 AF6925
 AF6925'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6925'RECOVERED IN GOOD CONDITION.
 AF6925
 AF6925                          STATION RECOVERY (1994)
 AF6925
 AF6925'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6925'MARK NOT FOUND.
 AF6925
 AF6925                          STATION RECOVERY (1996)
 AF6925
 AF6925'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6923 ***********************************************************************
 AF6923  DESIGNATION -  88 78 A 37 RM 2 FLDNR
 AF6923  PID         -  AF6923
 AF6923  STATE/COUNTY-  FL/INDIAN RIVER
 AF6923  USGS QUAD   -  INDRIO (1983)
 AF6923
 AF6923                         *CURRENT SURVEY CONTROL
 AF6923  ___________________________________________________________________
 AF6923* NAD 83(1986)-  27 34 58.     (N)    080 19 52.     (W)     SCALED    
 AF6923* NAVD 88     -         1.315  (meters)       4.31   (feet)  ADJUSTED  
 AF6923  ___________________________________________________________________
 AF6923  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6923  DYNAMIC HT  -           1.313 (meters)       4.31  (feet)  COMP
 AF6923  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 AF6923
 AF6923  VERT ORDER  -  SECOND    CLASS II
 AF6923
 AF6923.The horizontal coordinates were scaled from a topographic map and have
 AF6923.an estimated accuracy of +/- 6 seconds.
 AF6923
 AF6923.The orthometric height was determined by differential leveling
 AF6923.and adjusted by the National Geodetic Survey in June 1991..
 AF6923
 AF6923.The geoid height was determined by GEOID03.
 AF6923
 AF6923.The dynamic height is computed by dividing the NAVD 88
 AF6923.geopotential number by the normal gravity value computed on the
 AF6923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6923.degrees latitude (g = 980.6199 gals.).
 AF6923
 AF6923.The modeled gravity was interpolated from observed gravity values.
 AF6923
 AF6923;                    North         East    Units  Estimated Accuracy
 AF6923;SPC FL E     -   360,160.      266,040.      MT  (+/- 180 meters Scaled)
 AF6923
 AF6923                          SUPERSEDED SURVEY CONTROL
 AF6923
 AF6923  NGVD 29 (09/01/92)    1.765  (m)            5.79   (f) ADJUSTED    2 2
 AF6923
 AF6923.Superseded values are not recommended for survey control.
 AF6923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6923.See file dsdata.txt to determine how the superseded data were derived.
 AF6923
 AF6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL660511(NAD 83)
 AF6923_MARKER: DD = SURVEY DISK
 AF6923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6923_SP_SET: CONCRETE POST
 AF6923_STAMPING: 88 78 A37 RM NO 2
 AF6923_PROJECTION: RECESSED 8 CENTIMETERS
 AF6923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6923+STABILITY: SURFACE MOTION
 AF6923
 AF6923  HISTORY     - Date     Condition        Report By
 AF6923  HISTORY     - 1978     MONUMENTED       FLDT
 AF6923  HISTORY     - 1989     GOOD             USPSQD
 AF6923  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6923  HISTORY     - 19960418 MARK NOT FOUND   USPSQD
 AF6923
 AF6923                          STATION DESCRIPTION
 AF6923
 AF6923'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6923'5.3 MI SOUTH FROM VERO BEACH.
 AF6923'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6923'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6923'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6923'CONTINUE SOUTH ON STATE ROAD A1A FOR 0.6 MILE TO THE JUNCTION OF
 AF6923'MOORING LINE DRIVE. IT IS 47.1 FEET WEST OF THE CENTERLINE OF THE
 AF6923'HIGHWAY, 46.2 FEET NORTH OF A CONCRET POWER POLE AND 4.4 FEET EAST OF
 AF6923'THE WHITE BOARD FENCE AROUND MOORING HARBOUR SUBDIVISION.
 AF6923'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6923'DEPARTMENT OF TRANSPORTATION.
 AF6923'THE MARK IS 3 FT  E FROM A WITNESS POST.
 AF6923
 AF6923                          STATION RECOVERY (1989)
 AF6923
 AF6923'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6923'RECOVERED IN GOOD CONDITION.
 AF6923
 AF6923                          STATION RECOVERY (1994)
 AF6923
 AF6923'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6923'MARK NOT FOUND.
 AF6923
 AF6923                          STATION RECOVERY (1996)
 AF6923
 AF6923'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6927 ***********************************************************************
 AF6927  DESIGNATION -  88 78 A 38 FLDNR
 AF6927  PID         -  AF6927
 AF6927  STATE/COUNTY-  FL/INDIAN RIVER
 AF6927  USGS QUAD   -  INDRIO (1983)
 AF6927
 AF6927                         *CURRENT SURVEY CONTROL
 AF6927  ___________________________________________________________________
 AF6927* NAD 83(1986)-  27 34 40.     (N)    080 19 48.     (W)     SCALED    
 AF6927* NAVD 88     -         0.705  (meters)       2.31   (feet)  ADJUSTED  
 AF6927  ___________________________________________________________________
 AF6927  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6927  DYNAMIC HT  -           0.704 (meters)       2.31  (feet)  COMP
 AF6927  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 AF6927
 AF6927  VERT ORDER  -  SECOND    CLASS II
 AF6927
 AF6927.The horizontal coordinates were scaled from a topographic map and have
 AF6927.an estimated accuracy of +/- 6 seconds.
 AF6927
 AF6927.The orthometric height was determined by differential leveling
 AF6927.and adjusted by the National Geodetic Survey in June 1991..
 AF6927
 AF6927.The geoid height was determined by GEOID03.
 AF6927
 AF6927.The dynamic height is computed by dividing the NAVD 88
 AF6927.geopotential number by the normal gravity value computed on the
 AF6927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6927.degrees latitude (g = 980.6199 gals.).
 AF6927
 AF6927.The modeled gravity was interpolated from observed gravity values.
 AF6927
 AF6927;                    North         East    Units  Estimated Accuracy
 AF6927;SPC FL E     -   359,600.      266,160.      MT  (+/- 180 meters Scaled)
 AF6927
 AF6927                          SUPERSEDED SURVEY CONTROL
 AF6927
 AF6927  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 2
 AF6927
 AF6927.Superseded values are not recommended for survey control.
 AF6927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6927.See file dsdata.txt to determine how the superseded data were derived.
 AF6927
 AF6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL661506(NAD 83)
 AF6927_MARKER: DD = SURVEY DISK
 AF6927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6927_SP_SET: CONCRETE POST
 AF6927_STAMPING: 88 78 A38
 AF6927_PROJECTION: RECESSED 15 CENTIMETERS
 AF6927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6927+STABILITY: SURFACE MOTION
 AF6927
 AF6927  HISTORY     - Date     Condition        Report By
 AF6927  HISTORY     - 1978     MONUMENTED       FLDT
 AF6927  HISTORY     - 198810   MARK NOT FOUND   USPSQD
 AF6927  HISTORY     - 1989     GOOD             USPSQD
 AF6927  HISTORY     - 19940517 GOOD             USPSQD
 AF6927  HISTORY     - 19960418 MARK NOT FOUND   USPSQD
 AF6927  HISTORY     - 20051229 MARK NOT FOUND   USPSQD
 AF6927
 AF6927                          STATION DESCRIPTION
 AF6927
 AF6927'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6927'5.7 MI SOUTH FROM VERO BEACH.
 AF6927'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6927'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6927'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6927'CONTINUE SOUTH ON STATE ROAD A1A FOR 1 MILE. IT IS 30.4 FEET WEST OF
 AF6927'THE CENTERLINE OF THE HIGHWAY AND 18.6 FEET EAST OF A POWER POLE.
 AF6927'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6927'DEPARTMENT OF TRANSPORTATION.
 AF6927'THE MARK IS 4 FT  E FROM A WITNESS POST.
 AF6927
 AF6927                          STATION RECOVERY (1988)
 AF6927
 AF6927'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6927'MARK NOT FOUND.
 AF6927
 AF6927                          STATION RECOVERY (1989)
 AF6927
 AF6927'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6927'RECOVERED IN GOOD CONDITION.
 AF6927
 AF6927                          STATION RECOVERY (1994)
 AF6927
 AF6927'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6927'RECOVERED IN GOOD CONDITION.
 AF6927
 AF6927                          STATION RECOVERY (1996)
 AF6927
 AF6927'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6927'MARK NOT FOUND.
 AF6927
 AF6927                          STATION RECOVERY (2005)
 AF6927
 AF6927'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6927'GPS LOCATION PAVED OVER.
 AF6927' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6928 ***********************************************************************
 AF6928  DESIGNATION -  88 78 A 38 RM 1 FLDNR
 AF6928  PID         -  AF6928
 AF6928  STATE/COUNTY-  FL/INDIAN RIVER
 AF6928  USGS QUAD   -  INDRIO (1983)
 AF6928
 AF6928                         *CURRENT SURVEY CONTROL
 AF6928  ___________________________________________________________________
 AF6928* NAD 83(1986)-  27 34 40.     (N)    080 19 48.     (W)     SCALED    
 AF6928* NAVD 88     -         0.658  (meters)       2.16   (feet)  ADJUSTED  
 AF6928  ___________________________________________________________________
 AF6928  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6928  DYNAMIC HT  -           0.657 (meters)       2.16  (feet)  COMP
 AF6928  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 AF6928
 AF6928  VERT ORDER  -  SECOND    CLASS II
 AF6928
 AF6928.The horizontal coordinates were scaled from a topographic map and have
 AF6928.an estimated accuracy of +/- 6 seconds.
 AF6928
 AF6928.The orthometric height was determined by differential leveling
 AF6928.and adjusted by the National Geodetic Survey in June 1991..
 AF6928
 AF6928.The geoid height was determined by GEOID03.
 AF6928
 AF6928.The dynamic height is computed by dividing the NAVD 88
 AF6928.geopotential number by the normal gravity value computed on the
 AF6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6928.degrees latitude (g = 980.6199 gals.).
 AF6928
 AF6928.The modeled gravity was interpolated from observed gravity values.
 AF6928
 AF6928;                    North         East    Units  Estimated Accuracy
 AF6928;SPC FL E     -   359,600.      266,160.      MT  (+/- 180 meters Scaled)
 AF6928
 AF6928                          SUPERSEDED SURVEY CONTROL
 AF6928
 AF6928  NGVD 29 (09/01/92)    1.109  (m)            3.64   (f) ADJUSTED    2 2
 AF6928
 AF6928.Superseded values are not recommended for survey control.
 AF6928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6928.See file dsdata.txt to determine how the superseded data were derived.
 AF6928
 AF6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL661506(NAD 83)
 AF6928_MARKER: DD = SURVEY DISK
 AF6928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6928_SP_SET: CONCRETE POST
 AF6928_STAMPING: 88 78 A38 RM NO 1
 AF6928_PROJECTION: FLUSH
 AF6928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6928+STABILITY: SURFACE MOTION
 AF6928
 AF6928  HISTORY     - Date     Condition        Report By
 AF6928  HISTORY     - 1978     MONUMENTED       FLDT
 AF6928  HISTORY     - 198810   MARK NOT FOUND   USPSQD
 AF6928  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6928  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6928  HISTORY     - 20051229 MARK NOT FOUND   USPSQD
 AF6928
 AF6928                          STATION DESCRIPTION
 AF6928
 AF6928'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6928'5.7 MI SOUTH FROM VERO BEACH.
 AF6928'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6928'BOULEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6928'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6928'CONTINUE SOUTH ON STATE ROAD A1A FOR 1 MILE. IT IS 42.6 FEET SOUTHEAST
 AF6928'OF A POWER POLE AND 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6928'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6928'DEPARTMENT OF TRANSPORTATION.
 AF6928'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AF6928
 AF6928                          STATION RECOVERY (1988)
 AF6928
 AF6928'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6928'MARK NOT FOUND.
 AF6928
 AF6928                          STATION RECOVERY (1989)
 AF6928
 AF6928'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6928'MARK NOT FOUND.
 AF6928
 AF6928                          STATION RECOVERY (1994)
 AF6928
 AF6928'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6928'MARK NOT FOUND.
 AF6928
 AF6928                          STATION RECOVERY (2005)
 AF6928
 AF6928'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6928'GPS LOCATION PAVED OVER.
 AF6928' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6926 ***********************************************************************
 AF6926  DESIGNATION -  88 78 A 38 RM 2 FLDNR
 AF6926  PID         -  AF6926
 AF6926  STATE/COUNTY-  FL/INDIAN RIVER
 AF6926  USGS QUAD   -  INDRIO (1983)
 AF6926
 AF6926                         *CURRENT SURVEY CONTROL
 AF6926  ___________________________________________________________________
 AF6926* NAD 83(1986)-  27 34 40.     (N)    080 19 48.     (W)     SCALED    
 AF6926* NAVD 88     -         0.852  (meters)       2.80   (feet)  ADJUSTED  
 AF6926  ___________________________________________________________________
 AF6926  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AF6926  DYNAMIC HT  -           0.851 (meters)       2.79  (feet)  COMP
 AF6926  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 AF6926
 AF6926  VERT ORDER  -  SECOND    CLASS II
 AF6926
 AF6926.The horizontal coordinates were scaled from a topographic map and have
 AF6926.an estimated accuracy of +/- 6 seconds.
 AF6926
 AF6926.The orthometric height was determined by differential leveling
 AF6926.and adjusted by the National Geodetic Survey in June 1991..
 AF6926
 AF6926.The geoid height was determined by GEOID03.
 AF6926
 AF6926.The dynamic height is computed by dividing the NAVD 88
 AF6926.geopotential number by the normal gravity value computed on the
 AF6926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6926.degrees latitude (g = 980.6199 gals.).
 AF6926
 AF6926.The modeled gravity was interpolated from observed gravity values.
 AF6926
 AF6926;                    North         East    Units  Estimated Accuracy
 AF6926;SPC FL E     -   359,600.      266,160.      MT  (+/- 180 meters Scaled)
 AF6926
 AF6926                          SUPERSEDED SURVEY CONTROL
 AF6926
 AF6926  NGVD 29 (09/01/92)    1.303  (m)            4.27   (f) ADJUSTED    2 2
 AF6926
 AF6926.Superseded values are not recommended for survey control.
 AF6926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6926.See file dsdata.txt to determine how the superseded data were derived.
 AF6926
 AF6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL661506(NAD 83)
 AF6926_MARKER: DD = SURVEY DISK
 AF6926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6926_SP_SET: CONCRETE POST
 AF6926_STAMPING: 88 78 A38 RM NO 2
 AF6926_PROJECTION: FLUSH
 AF6926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6926+STABILITY: SURFACE MOTION
 AF6926
 AF6926  HISTORY     - Date     Condition        Report By
 AF6926  HISTORY     - 1978     MONUMENTED       FLDT
 AF6926  HISTORY     - 198810   MARK NOT FOUND   USPSQD
 AF6926  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6926  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6926  HISTORY     - 20051229 MARK NOT FOUND   USPSQD
 AF6926
 AF6926                          STATION DESCRIPTION
 AF6926
 AF6926'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6926'5.7 MI SOUTH FROM VERO BEACH.
 AF6926'FROM THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 60 (BEACHLAND
 AF6926'BOUEVARD) AT VERO BEACH, GO SOUTH ON STATE ROAD A1A FOR 4.7 MILES TO
 AF6926'THE ENTRANCE TO THE MOORINGS GOLF AND TENNIS CLUB (HARBOUR DRIVE),
 AF6926'CONTINUE ON STATE ROAD A1A FOR 1 MILE. IT IS 51.3 FEET NORTH OF A
 AF6926'POWER POLE AND 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 AF6926'A FLORIDA DEPARTMENT OF ANTURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6926'DEPARTMENT OF TRANSPORTATION.
 AF6926'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6926
 AF6926                          STATION RECOVERY (1988)
 AF6926
 AF6926'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6926'MARK NOT FOUND.
 AF6926
 AF6926                          STATION RECOVERY (1989)
 AF6926
 AF6926'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6926'MARK NOT FOUND.
 AF6926
 AF6926                          STATION RECOVERY (1994)
 AF6926
 AF6926'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6926'MARK NOT FOUND.
 AF6926
 AF6926                          STATION RECOVERY (2005)
 AF6926
 AF6926'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF6926'GPS LOCATION PAVED OVER.
 AF6926' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7102 ***********************************************************************
 AG7102  DESIGNATION -  88 C OF SP
 AG7102  PID         -  AG7102
 AG7102  STATE/COUNTY-  FL/PINELLAS
 AG7102  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7102
 AG7102                         *CURRENT SURVEY CONTROL
 AG7102  ___________________________________________________________________
 AG7102* NAD 83(1986)-  27 43 15.     (N)    082 39 16.     (W)     SCALED    
 AG7102* NAVD 88     -         3.510  (meters)      11.52   (feet)  ADJUSTED  
 AG7102  ___________________________________________________________________
 AG7102  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG7102  DYNAMIC HT  -           3.505 (meters)      11.50  (feet)  COMP
 AG7102  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 AG7102
 AG7102  VERT ORDER  -  SECOND    CLASS II
 AG7102
 AG7102.The horizontal coordinates were scaled from a topographic map and have
 AG7102.an estimated accuracy of +/- 6 seconds.
 AG7102
 AG7102.The orthometric height was determined by differential leveling
 AG7102.and adjusted by the National Geodetic Survey in June 1991..
 AG7102
 AG7102.The geoid height was determined by GEOID03.
 AG7102
 AG7102.The dynamic height is computed by dividing the NAVD 88
 AG7102.geopotential number by the normal gravity value computed on the
 AG7102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7102.degrees latitude (g = 980.6199 gals.).
 AG7102
 AG7102.The modeled gravity was interpolated from observed gravity values.
 AG7102
 AG7102;                    North         East    Units  Estimated Accuracy
 AG7102;SPC FL W     -   375,450.      135,470.      MT  (+/- 180 meters Scaled)
 AG7102
 AG7102                          SUPERSEDED SURVEY CONTROL
 AG7102
 AG7102  NGVD 29 (??/??/92)    3.795  (m)           12.45   (f) ADJ UNCH    2 2
 AG7102
 AG7102.Superseded values are not recommended for survey control.
 AG7102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7102.See file dsdata.txt to determine how the superseded data were derived.
 AG7102
 AG7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL369673(NAD 83)
 AG7102_MARKER: DD = SURVEY DISK
 AG7102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7102_SP_SET: CONCRETE POST
 AG7102_PROJECTION: PROJECTING 3 CENTIMETERS
 AG7102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7102+STABILITY: SURFACE MOTION
 AG7102
 AG7102  HISTORY     - Date     Condition        Report By
 AG7102  HISTORY     - UNK      MONUMENTED       FL2730
 AG7102  HISTORY     - 1977     GOOD             FL-103
 AG7102  HISTORY     - 19980321 GOOD             USPSQD
 AG7102  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AG7102
 AG7102                          STATION DESCRIPTION
 AG7102
 AG7102'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7102'IN ST PETERSBURG.
 AG7102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST.
 AG7102'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON
 AG7102'54TH AVE. S. FOR 1.55 MILES TO 16TH ST. TURN LEFT AND RUN NORTHERLY
 AG7102'ON 16TH ST. FOR 0.10 MILE TO ALCAZAR WAY S. STATION ON RIGHT, IN THE
 AG7102'N.E. CORNER, 42.5 FT. EAST OF THE CENTERLINE OF 16TH ST. ALHAMBRA WAY
 AG7102'S., 14.7 FT. NORTH OF THE CENTERLINE OF ALCAZAR WAY S., 109.9 FT. S.W.
 AG7102'OF THE S.W. CORNER OF A ONE STORY BLOCK HOUSE 1538 ALHAMBRA WAY S.,
 AG7102'65.3 FT. EAST OF A POWER AND LIGHT POLE NUMBER ML 1077, 51.0 FT.
 AG7102'N.N.E. OF A FIRE HYDRANT, 36.1 FT. S.E. OF A 15 INCH PALM TREE, 4.9
 AG7102'FT. NORTH OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT
 AG7102'IS 1 INCH ABOVE THE GROUND.  NO STAMPING ON DISK.
 AG7102
 AG7102                          STATION RECOVERY (1998)
 AG7102
 AG7102'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7102'RECOVERED IN GOOD CONDITION.
 AG7102
 AG7102                          STATION RECOVERY (2005)
 AG7102
 AG7102'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG7102'THE REFERENCED LIGHT POLE NO LONGER EXISTS. OTHER MARKERS WERE
 AG7102'LOCATED, BUT THERE IS NOW A STOP SIGN VERY CLOSE TO THE MARKER
 AG7102'LOCATION, AND MAY HAVE DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9856 ***********************************************************************
 AC9856  DESIGNATION -  88 JAS
 AC9856  PID         -  AC9856
 AC9856  STATE/COUNTY-  FL/MARION
 AC9856  USGS QUAD   -  JUNIPER SPRINGS (1994)
 AC9856
 AC9856                         *CURRENT SURVEY CONTROL
 AC9856  ___________________________________________________________________
 AC9856* NAD 83(1986)-  29 14 39.     (N)    081 38 52.     (W)     SCALED    
 AC9856* NAVD 88     -        14.052  (meters)      46.10   (feet)  ADJUSTED  
 AC9856  ___________________________________________________________________
 AC9856  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AC9856  DYNAMIC HT  -          14.032 (meters)      46.04  (feet)  COMP
 AC9856  MODELED GRAV-     979,250.5   (mgal)                       NAVD 88
 AC9856
 AC9856  VERT ORDER  -  SECOND    CLASS I
 AC9856
 AC9856.The horizontal coordinates were scaled from a topographic map and have
 AC9856.an estimated accuracy of +/- 6 seconds.
 AC9856
 AC9856.The orthometric height was determined by differential leveling
 AC9856.and adjusted by the National Geodetic Survey in September 1997..
 AC9856
 AC9856.The geoid height was determined by GEOID03.
 AC9856
 AC9856.The dynamic height is computed by dividing the NAVD 88
 AC9856.geopotential number by the normal gravity value computed on the
 AC9856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9856.degrees latitude (g = 980.6199 gals.).
 AC9856
 AC9856.The modeled gravity was interpolated from observed gravity values.
 AC9856
 AC9856;                    North         East    Units  Estimated Accuracy
 AC9856;SPC FL W     -   544,140.      234,240.      MT  (+/- 180 meters Scaled)
 AC9856
 AC9856                          SUPERSEDED SURVEY CONTROL
 AC9856
 AC9856.No superseded survey control is available for this station.
 AC9856
 AC9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN370352(NAD 83)
 AC9856_MARKER: DB = BENCH MARK DISK
 AC9856_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9856_STAMPING: 88 JAS 1966
 AC9856_MARK LOGO: USGS  
 AC9856_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9856+STABILITY: SURFACE MOTION
 AC9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9856+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 AC9856
 AC9856  HISTORY     - Date     Condition        Report By
 AC9856  HISTORY     - 1966     MONUMENTED       USGS
 AC9856  HISTORY     - 19960814 GOOD             FLDEP
 AC9856
 AC9856                          STATION DESCRIPTION
 AC9856
 AC9856'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9856'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF SALT SPRINGS, 8.1 MI
 AC9856'(13.0 KM) NORTHWEST OF ASTOR IN SECTION 25, TOWNSHIP 14 SOUTH, RANGE
 AC9856'26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON
 AC9856'STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD
 AC9856'19, TURN RIGHT ON STATE ROAD 19 AND GO NORTHEAST FOR 5.9 MI (9.5 KM)
 AC9856'TO THE ENTRANCE TO SILVER GLEN SPRINGS AND THE MARK ON THE RIGHT, SET
 AC9856'IN THE TOP OF A PREFABRICATED 5-INCH SQUARE CONCRETE POST FLUSH WITH
 AC9856'THE GROUND AND ABOUT LEVEL WITH STATE ROAD 19. LOCATED 41.4 FT (12.6
 AC9856'M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE PAVED ENTRANCE ROAD TO
 AC9856'SILVER GLEN SPRINGS, 35.0 FT (10.7 M) EAST OF THE APPROXIMATE
 AC9856'CENTERLINE OF STATE ROAD 19 AND 0.5 FT (15.2 CM) NORTHWEST OF A METAL
 AC9856'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5684 ***********************************************************************
 AD5684  DESIGNATION -  881 FLDT
 AD5684  PID         -  AD5684
 AD5684  STATE/COUNTY-  FL/BROWARD
 AD5684  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD5684
 AD5684                         *CURRENT SURVEY CONTROL
 AD5684  ___________________________________________________________________
 AD5684* NAD 83(1986)-  26 03 57.     (N)    080 12 28.     (W)     SCALED    
 AD5684* NAVD 88     -         2.208  (meters)       7.24   (feet)  ADJUSTED  
 AD5684  ___________________________________________________________________
 AD5684  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AD5684  DYNAMIC HT  -           2.205 (meters)       7.23  (feet)  COMP
 AD5684  MODELED GRAV-     979,055.6   (mgal)                       NAVD 88
 AD5684
 AD5684  VERT ORDER  -  FIRST     CLASS II
 AD5684
 AD5684.The horizontal coordinates were scaled from a topographic map and have
 AD5684.an estimated accuracy of +/- 6 seconds.
 AD5684
 AD5684.The orthometric height was determined by differential leveling
 AD5684.and adjusted by the National Geodetic Survey in June 1991..
 AD5684
 AD5684.The geoid height was determined by GEOID03.
 AD5684
 AD5684.The dynamic height is computed by dividing the NAVD 88
 AD5684.geopotential number by the normal gravity value computed on the
 AD5684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5684.degrees latitude (g = 980.6199 gals.).
 AD5684
 AD5684.The modeled gravity was interpolated from observed gravity values.
 AD5684
 AD5684;                    North         East    Units  Estimated Accuracy
 AD5684;SPC FL E     -   192,150.      279,270.      MT  (+/- 180 meters Scaled)
 AD5684
 AD5684                          SUPERSEDED SURVEY CONTROL
 AD5684
 AD5684  NGVD 29 (09/01/92)    2.697  (m)            8.85   (f) ADJUSTED    1 2
 AD5684
 AD5684.Superseded values are not recommended for survey control.
 AD5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5684.See file dsdata.txt to determine how the superseded data were derived.
 AD5684
 AD5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ792832(NAD 83)
 AD5684_MARKER: DB = BENCH MARK DISK
 AD5684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5684_SP_SET: BRIDGE ABUTMENT
 AD5684_STAMPING: 881
 AD5684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5684
 AD5684  HISTORY     - Date     Condition        Report By
 AD5684  HISTORY     - UNK      MONUMENTED       FLDT
 AD5684  HISTORY     - 1978     GOOD             FL-011
 AD5684
 AD5684                          STATION DESCRIPTION
 AD5684
 AD5684'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5684'HOLLYWOOD.
 AD5684'THE BENCH MARK IS LOCATED 155 FEET SOUTH OF THE CENTER LINE OF
 AD5684'SOUTHWEST 45TH STREET IN THE SOUTHEAST BRIDGE ABUTMENT OVER THE
 AD5684'SOUTH NEW RIVER CANAL (C-11). MARK BEARS 1.5 FEET EAST OF A CONCRETE
 AD5684'GUARDRAIL, 45 FEET EAST OF THE CENTER LINE OF STATE ROAD 7. MARK
 AD5684'IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA6659 ***********************************************************************
 AA6659  DESIGNATION -  88.70
 AA6659  PID         -  AA6659
 AA6659  STATE/COUNTY-  FL/ORANGE
 AA6659  USGS QUAD   -  ORLANDO WEST (1980)
 AA6659
 AA6659                         *CURRENT SURVEY CONTROL
 AA6659  ___________________________________________________________________
 AA6659* NAD 83(1986)-  28 33 06.     (N)    081 29 53.     (W)     SCALED    
 AA6659* NAVD 88     -        26.578  (meters)      87.20   (feet)  ADJUSTED  
 AA6659  ___________________________________________________________________
 AA6659  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA6659  DYNAMIC HT  -          26.539 (meters)      87.07  (feet)  COMP
 AA6659  MODELED GRAV-     979,203.2   (mgal)                       NAVD 88
 AA6659
 AA6659  VERT ORDER  -  SECOND    CLASS I
 AA6659
 AA6659.The horizontal coordinates were scaled from a topographic map and have
 AA6659.an estimated accuracy of +/- 6 seconds.
 AA6659
 AA6659.The orthometric height was determined by differential leveling
 AA6659.and adjusted by the National Geodetic Survey in September 1996..
 AA6659
 AA6659.The geoid height was determined by GEOID03.
 AA6659
 AA6659.The dynamic height is computed by dividing the NAVD 88
 AA6659.geopotential number by the normal gravity value computed on the
 AA6659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6659.degrees latitude (g = 980.6199 gals.).
 AA6659
 AA6659.The modeled gravity was interpolated from observed gravity values.
 AA6659
 AA6659;                    North         East    Units  Estimated Accuracy
 AA6659;SPC FL E     -   467,440.      151,270.      MT  (+/- 180 meters Scaled)
 AA6659
 AA6659                          SUPERSEDED SURVEY CONTROL
 AA6659
 AA6659  NAVD 88 (12/21/95)   26.571  (m)           87.17   (f) UNKNOWN     2 1
 AA6659
 AA6659.Superseded values are not recommended for survey control.
 AA6659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6659.See file dsdata.txt to determine how the superseded data were derived.
 AA6659
 AA6659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM512584(NAD 83)
 AA6659_MARKER: DD = SURVEY DISK
 AA6659_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA6659_SP_SET: BRIDGE ABUTMENT
 AA6659_STAMPING: 88.70
 AA6659_MARK LOGO: FL-095
 AA6659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6659+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1994
 AA6659
 AA6659  HISTORY     - Date     Condition        Report By
 AA6659  HISTORY     - 1984     MONUMENTED       FLDNR
 AA6659  HISTORY     - 19840626 GOOD             FL-095
 AA6659  HISTORY     - 19940210 GOOD             NGS
 AA6659
 AA6659                          STATION DESCRIPTION
 AA6659
 AA6659'DESCRIBED BY ORANGE COUNTY FLORIDA 1984
 AA6659'BEGIN AT THE WEST JUNCTION OF THE EAST-WEST EXPRESSWAY WITH STATE ROAD
 AA6659'50, GO 2.1 MI (3.4 KM) WEST ON STATE ROAD 50 TO THE MARK.  THE MARK
 AA6659'BEARS 24.4 FT (7.4 M) SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE
 AA6659'OF THE HIGHWAY AND IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF A
 AA6659'SMALL BRIDGE OVER LAKE SHERWOOD.  IN SECTION 22, TOWNSHIP 22 SOUTH,
 AA6659'RANGE 28 EAST.  SITE SUITABILITY FOR GPS OCCUPATION NOT DETERMINED.
 AA6659
 AA6659                          STATION RECOVERY (1994)
 AA6659
 AA6659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AA6659'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTHEAST 0F OCOEE IN THE SMALL
 AA6659'BRIDGE OVER LAKE SHERWOOD IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 28
 AA6659'EAST.  TO REACH THE MARK FROM THE FLORIDA TURNPIKE INTERCHANGE NUMBER
 AA6659'80 (WINTER GARDEN-OCOEE) , SOUTHEAST OF WINTER GARDEN AND SOUTHWEST OF
 AA6659'OCOEE, GO EAST ON STATE ROAD 50 (WEST COLONIAL DRIVE) FOR 3.25 MI
 AA6659'(5.23 KM) TO A SMALL BRIDGE OVER LAKE SHERWOOD AND THE MARK ON THE
 AA6659'RIGHT, IN TOP OF THE CONCRETE ABUTMENT 0.4 FT (12.2 CM) ABOVE THE
 AA6659'LEVEL OF THE ROAD, IN THE SOUTHEAST CORNER OF THE SOUTH CONCRETE
 AA6659'ABUTMENT 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AA6659'LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6301 ***********************************************************************
 AD6301  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6301  DESIGNATION -  8.88
 AD6301  PID         -  AD6301
 AD6301  STATE/COUNTY-  FL/COLLIER
 AD6301  USGS QUAD   -  BONITA SPRINGS (1987)
 AD6301
 AD6301                         *CURRENT SURVEY CONTROL
 AD6301  ___________________________________________________________________
 AD6301* NAD 83(1986)-  26 17 24.     (N)    081 49 06.     (W)     SCALED    
 AD6301* NAVD 88     -         2.328  (meters)       7.64   (feet)  ADJUSTED  
 AD6301  ___________________________________________________________________
 AD6301  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AD6301  DYNAMIC HT  -           2.324 (meters)       7.62  (feet)  COMP
 AD6301  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 AD6301
 AD6301  VERT ORDER  -  SECOND    CLASS I
 AD6301
 AD6301.The horizontal coordinates were scaled from a topographic map and have
 AD6301.an estimated accuracy of +/- 6 seconds.
 AD6301
 AD6301.The orthometric height was determined by differential leveling
 AD6301.and adjusted by the National Geodetic Survey in June 1991..
 AD6301
 AD6301.This Tidal Bench Mark is designated as VM 10597
 AD6301.by the Center for Operational Oceanographic Products and Services.
 AD6301
 AD6301.The geoid height was determined by GEOID03.
 AD6301
 AD6301.The dynamic height is computed by dividing the NAVD 88
 AD6301.geopotential number by the normal gravity value computed on the
 AD6301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6301.degrees latitude (g = 980.6199 gals.).
 AD6301
 AD6301.The modeled gravity was interpolated from observed gravity values.
 AD6301
 AD6301;                    North         East    Units  Estimated Accuracy
 AD6301;SPC FL E     -   217,000.      118,280.      MT  (+/- 180 meters Scaled)
 AD6301
 AD6301                          SUPERSEDED SURVEY CONTROL
 AD6301
 AD6301  NGVD 29 (09/01/92)    2.703  (m)            8.87   (f) ADJUSTED    2 1
 AD6301
 AD6301.Superseded values are not recommended for survey control.
 AD6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6301.See file dsdata.txt to determine how the superseded data were derived.
 AD6301
 AD6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183080(NAD 83)
 AD6301_MARKER: DD = SURVEY DISK
 AD6301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6301_SP_SET: BRIDGE ABUTMENT
 AD6301_STAMPING: 8.88
 AD6301_MARK LOGO: FLHD  
 AD6301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6301+STABILITY: SURFACE MOTION
 AD6301
 AD6301  HISTORY     - Date     Condition        Report By
 AD6301  HISTORY     - UNK      MONUMENTED       FLHD
 AD6301  HISTORY     - 1984     GOOD             FLDNR
 AD6301  HISTORY     - 1990     GOOD             USPSQD
 AD6301  HISTORY     - 19991231 GOOD             USPSQD
 AD6301
 AD6301                          STATION DESCRIPTION
 AD6301
 AD6301'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6301'2.15 MI NNW FROM NAPLES PARK.
 AD6301'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6301'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6301'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6301'COCOHATCHEE RIVER.  THE MARK IS SET IN THE ABUTMENT AT THE SOUTHEAST
 AD6301'CORNER OF THE SOUTHERN BRIDGE, 14 FEET EAST OF THE CENTERLINE OF THE
 AD6301'ROAD.
 AD6301
 AD6301                          STATION RECOVERY (1990)
 AD6301
 AD6301'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6301'RECOVERED IN GOOD CONDITION.
 AD6301
 AD6301                          STATION RECOVERY (1999)
 AD6301
 AD6301'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6158 ***********************************************************************
 AE6158  DESIGNATION -  8892 A 07
 AE6158  PID         -  AE6158
 AE6158  STATE/COUNTY-  FL/INDIAN RIVER
 AE6158  USGS QUAD   -  FORT DRUM NE (1972)
 AE6158
 AE6158                         *CURRENT SURVEY CONTROL
 AE6158  ___________________________________________________________________
 AE6158* NAD 83(1986)-  27 39 15.     (N)    080 47 09.     (W)     SCALED    
 AE6158* NAVD 88     -         9.361  (meters)      30.71   (feet)  ADJUSTED  
 AE6158  ___________________________________________________________________
 AE6158  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AE6158  DYNAMIC HT  -           9.347 (meters)      30.67  (feet)  COMP
 AE6158  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 AE6158
 AE6158  VERT ORDER  -  SECOND    CLASS I
 AE6158
 AE6158.The horizontal coordinates were scaled from a topographic map and have
 AE6158.an estimated accuracy of +/- 6 seconds.
 AE6158
 AE6158.The orthometric height was determined by differential leveling
 AE6158.and adjusted by the National Geodetic Survey in February 1998..
 AE6158
 AE6158.The geoid height was determined by GEOID03.
 AE6158
 AE6158.The dynamic height is computed by dividing the NAVD 88
 AE6158.geopotential number by the normal gravity value computed on the
 AE6158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6158.degrees latitude (g = 980.6199 gals.).
 AE6158
 AE6158.The modeled gravity was interpolated from observed gravity values.
 AE6158
 AE6158;                    North         East    Units  Estimated Accuracy
 AE6158;SPC FL E     -   367,910.      221,130.      MT  (+/- 180 meters Scaled)
 AE6158
 AE6158                          SUPERSEDED SURVEY CONTROL
 AE6158
 AE6158.No superseded survey control is available for this station.
 AE6158
 AE6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL211589(NAD 83)
 AE6158_MARKER: DD = SURVEY DISK
 AE6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6158_STAMPING: BM 8892 A07
 AE6158_MARK LOGO: FLDT  
 AE6158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6158+STABILITY: SURFACE MOTION
 AE6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6158+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6158
 AE6158  HISTORY     - Date     Condition        Report By
 AE6158  HISTORY     - UNK      MONUMENTED       FLDT
 AE6158  HISTORY     - 19950624 GOOD             FLDEP
 AE6158
 AE6158                          STATION DESCRIPTION
 AE6158
 AE6158'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 AE6158'THE MARK IS ABOUT 25.0 MI (40.2 KM) WEST OF VERO BEACH ON STATE ROAD
 AE6158'60, 8.5 MI (13.7 KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441
 AE6158'AND STATE ROAD 60 IN YEEHAW JUNCTION AT A FARM GROVE ROAD IN SECTION
 AE6158'36, TOWNSHIP 32 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AE6158'INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 AT YEEHAW JUNCTION,
 AE6158'GO EAST ON STATE ROAD 60 FOR 8.5 MI (13.7 KM) TO A FARM ROAD ON THE
 AE6158'RIGHT (SOUTH) AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 AE6158'MONUMENT LEVEL WITH THE GROUND. LOCATED 74.0 FT (22.6 M) SOUTH OF THE
 AE6158'APPROXIMATE CENTERLINE OF STATE ROAD 60, 12.8 FT (3.9 M) WEST OF THE
 AE6158'CENTER OF A GATE, 12.0 FT (3.7 M) EAST OF A 60-INCH OAK TREE, 1.4 FT
 AE6158'(0.4 M) NORTH OF A WOODEN FENCELINE AND 0.6 FT (18.3 CM) NORTHEAST OF
 AE6158'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6151 ***********************************************************************
 AE6151  DESIGNATION -  8893 G 014
 AE6151  PID         -  AE6151
 AE6151  STATE/COUNTY-  FL/INDIAN RIVER
 AE6151  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AE6151
 AE6151                         *CURRENT SURVEY CONTROL
 AE6151  ___________________________________________________________________
 AE6151* NAD 83(1986)-  27 38 27.     (N)    080 40 25.     (W)     SCALED    
 AE6151* NAVD 88     -         9.453  (meters)      31.01   (feet)  ADJUSTED  
 AE6151  ___________________________________________________________________
 AE6151  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AE6151  DYNAMIC HT  -           9.439 (meters)      30.97  (feet)  COMP
 AE6151  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AE6151
 AE6151  VERT ORDER  -  SECOND    CLASS I
 AE6151
 AE6151.The horizontal coordinates were scaled from a topographic map and have
 AE6151.an estimated accuracy of +/- 6 seconds.
 AE6151
 AE6151.The orthometric height was determined by differential leveling
 AE6151.and adjusted by the National Geodetic Survey in February 1998..
 AE6151
 AE6151.The geoid height was determined by GEOID03.
 AE6151
 AE6151.The dynamic height is computed by dividing the NAVD 88
 AE6151.geopotential number by the normal gravity value computed on the
 AE6151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6151.degrees latitude (g = 980.6199 gals.).
 AE6151
 AE6151.The modeled gravity was interpolated from observed gravity values.
 AE6151
 AE6151;                    North         East    Units  Estimated Accuracy
 AE6151;SPC FL E     -   366,450.      232,210.      MT  (+/- 180 meters Scaled)
 AE6151
 AE6151                          SUPERSEDED SURVEY CONTROL
 AE6151
 AE6151.No superseded survey control is available for this station.
 AE6151
 AE6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL321574(NAD 83)
 AE6151_MARKER: DD = SURVEY DISK
 AE6151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6151_STAMPING: 8893G014
 AE6151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6151+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AE6151
 AE6151  HISTORY     - Date     Condition        Report By
 AE6151  HISTORY     - UNK      MONUMENTED
 AE6151  HISTORY     - 19941101 GOOD             FLDEP
 AE6151
 AE6151                          STATION DESCRIPTION
 AE6151
 AE6151'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6151'THE MARK IS ABOUT 17.0 MI (27.4 KM) WEST OF VERO BEACH, 15.45 MI
 AE6151'(24.86 KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6151'ROAD 60 AT YEEHAW JUNCTION IN SECTION 6, TOWNSHIP 33 SOUTH, RANGE 37
 AE6151'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AE6151'ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86
 AE6151'KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON
 AE6151'STATE ROAD 60 FOR 1.95 MI (3.14 KM) TO A LEVEE ROAD NORTH AND THE MARK
 AE6151'ON THE RIGHT, SET IN TOP OF A 0.4 FT (12.2 CM) X 0.4 FT (12.2 CM)
 AE6151'PREFABRICATED POST SURROUNDED BY CONCRETE RECESSED 1.0 FT (0.3 M)
 AE6151'BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL
 AE6151'OF STATE ROAD 60. LOCATED 84.0 FT (25.6 M) NORTH OF THE CENTERLINE OF
 AE6151'STATE ROAD 60, 16.6 FT (5.1 M) SOUTH-SOUTHEAST OF A GATE, 16.0 FT (4.9
 AE6151'M) SOUTH OF A GUARDRAIL AND CARSONITE WITNESS POST, 12.0 FT (3.7 M)
 AE6151'EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.7 FT (0.5
 AE6151'M) SOUTH OF A DOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6162 ***********************************************************************
 AE6162  DESIGNATION -  8893 GQ 3
 AE6162  PID         -  AE6162
 AE6162  STATE/COUNTY-  FL/INDIAN RIVER
 AE6162  USGS QUAD   -  FORT DRUM NE (1972)
 AE6162
 AE6162                         *CURRENT SURVEY CONTROL
 AE6162  ___________________________________________________________________
 AE6162* NAD 83(1986)-  27 40 54.     (N)    080 51 31.     (W)     SCALED    
 AE6162* NAVD 88     -        16.131  (meters)      52.92   (feet)  ADJUSTED  
 AE6162  ___________________________________________________________________
 AE6162  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AE6162  DYNAMIC HT  -          16.107 (meters)      52.84  (feet)  COMP
 AE6162  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 AE6162
 AE6162  VERT ORDER  -  SECOND    CLASS I
 AE6162
 AE6162.The horizontal coordinates were scaled from a topographic map and have
 AE6162.an estimated accuracy of +/- 6 seconds.
 AE6162
 AE6162.The orthometric height was determined by differential leveling
 AE6162.and adjusted by the National Geodetic Survey in February 1998..
 AE6162
 AE6162.The geoid height was determined by GEOID03.
 AE6162
 AE6162.The dynamic height is computed by dividing the NAVD 88
 AE6162.geopotential number by the normal gravity value computed on the
 AE6162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6162.degrees latitude (g = 980.6199 gals.).
 AE6162
 AE6162.The modeled gravity was interpolated from observed gravity values.
 AE6162
 AE6162;                    North         East    Units  Estimated Accuracy
 AE6162;SPC FL E     -   370,940.      213,950.      MT  (+/- 180 meters Scaled)
 AE6162
 AE6162                          SUPERSEDED SURVEY CONTROL
 AE6162
 AE6162.No superseded survey control is available for this station.
 AE6162
 AE6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL139619(NAD 83)
 AE6162_MARKER: DD = SURVEY DISK
 AE6162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6162_STAMPING: 8893GQ3
 AE6162_MARK LOGO: FLDT  
 AE6162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6162+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1995
 AE6162
 AE6162  HISTORY     - Date     Condition        Report By
 AE6162  HISTORY     - UNK      MONUMENTED       FLDT
 AE6162  HISTORY     - 19950617 GOOD             FLDEP
 AE6162
 AE6162                          STATION DESCRIPTION
 AE6162
 AE6162'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6162'THE MARK IS ABOUT 28.5 MI (45.9 KM) WEST OF VERO BEACH, 3.3 MI (5.3
 AE6162'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6162'60 IN YEEHAW JUNCTION IN SECTION 19, TOWNSHIP 32 SOUTH, RANGE 35 EAST.
 AE6162'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6162'ROAD 60 IN YEEHAW JUNCTION, GO SOUTHEAST ON STATE ROAD 60 FOR 3.4 MI
 AE6162'(5.5 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AE6162'MONUMENT 0.9 FT (27.4 CM) BELOW THE LEVEL OF STATE ROAD 60 AND
 AE6162'RECESSED 0.7 FT (21.3 CM) BELOW THE LEVEL OF THE GROUND. LOCATED 159.7
 AE6162'FT (48.7 M) WEST OF POWER POLE NUMBER 17 426 37, 158.7 FT (48.4 M)
 AE6162'EAST OF POWER POLE NUMBER 17-426-37, 65.0 FT (19.8 M) NORTH OF THE
 AE6162'APPROXIMATE CENTERLINE OF STATE ROAD 60, 2.6 FT (0.8 M) SOUTH OF THE
 AE6162'FENCELINE AND 1.8 FT (0.5 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7103 ***********************************************************************
 AG7103  DESIGNATION -  89 C OF SP
 AG7103  PID         -  AG7103
 AG7103  STATE/COUNTY-  FL/PINELLAS
 AG7103  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG7103
 AG7103                         *CURRENT SURVEY CONTROL
 AG7103  ___________________________________________________________________
 AG7103* NAD 83(1986)-  27 43 27.     (N)    082 39 05.     (W)     SCALED    
 AG7103* NAVD 88     -         2.458  (meters)       8.06   (feet)  ADJUSTED  
 AG7103  ___________________________________________________________________
 AG7103  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AG7103  DYNAMIC HT  -           2.455 (meters)       8.05  (feet)  COMP
 AG7103  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 AG7103
 AG7103  VERT ORDER  -  SECOND    CLASS II
 AG7103
 AG7103.The horizontal coordinates were scaled from a topographic map and have
 AG7103.an estimated accuracy of +/- 6 seconds.
 AG7103
 AG7103.The orthometric height was determined by differential leveling
 AG7103.and adjusted by the National Geodetic Survey in June 1991..
 AG7103
 AG7103.The geoid height was determined by GEOID03.
 AG7103
 AG7103.The dynamic height is computed by dividing the NAVD 88
 AG7103.geopotential number by the normal gravity value computed on the
 AG7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7103.degrees latitude (g = 980.6199 gals.).
 AG7103
 AG7103.The modeled gravity was interpolated from observed gravity values.
 AG7103
 AG7103;                    North         East    Units  Estimated Accuracy
 AG7103;SPC FL W     -   375,810.      135,770.      MT  (+/- 180 meters Scaled)
 AG7103
 AG7103                          SUPERSEDED SURVEY CONTROL
 AG7103
 AG7103  NGVD 29 (??/??/92)    2.744  (m)            9.00   (f) ADJ UNCH    2 2
 AG7103
 AG7103.Superseded values are not recommended for survey control.
 AG7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7103.See file dsdata.txt to determine how the superseded data were derived.
 AG7103
 AG7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL372677(NAD 83)
 AG7103_MARKER: DD = SURVEY DISK
 AG7103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7103_SP_SET: CONCRETE POST
 AG7103_PROJECTION: FLUSH
 AG7103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7103+STABILITY: SURFACE MOTION
 AG7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7103+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 AG7103
 AG7103  HISTORY     - Date     Condition        Report By
 AG7103  HISTORY     - UNK      MONUMENTED       FL2730
 AG7103  HISTORY     - 1977     GOOD             FL-103
 AG7103  HISTORY     - 19980321 GOOD             USPSQD
 AG7103  HISTORY     - 20050331 GOOD             USPSQD
 AG7103
 AG7103                          STATION DESCRIPTION
 AG7103
 AG7103'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7103'IN ST PETERSBURG.
 AG7103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7103'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON
 AG7103'54TH AVE. S. FOR 1.55 MILES TO 16TH ST. TURN LEFT AND RUN NORTHERLY
 AG7103'AND NORTHEASTERLY ON ALHAMBRA WAY S. FOR 0.40 MILE TO FAIRWAY AVE. S.
 AG7103'NOTE THERE ARE TWO FAIRWAY AVE. S. TAKE MOST EASTERLY ONE. TURN LEFT
 AG7103'AND RUN NORTHEASTERLY ON FAIRWAY AVE. S. FOR 0.10 MILE TO COUNTRY
 AG7103'CLUB WAY. STATION ON RIGHT, IN THE S.E. CORNER, 46.5 FT. EAST OF THE
 AG7103'CENTERLINE OF FAIRWAY AVE. S., 70.4 FT. SOUTH OF THE CENTERLINE OF
 AG7103'COUNTRY CLUB WAY S., 63.7 FT. NORTH OF THE N.W. CORNER OF A 2 STORY
 AG7103'BLOCK HOUSE 122 COUNTRY CLUB WAY, 65.2 FT. EAST OF A FIRE HYDRANT,
 AG7103'46.9 FT. SOUTH OF A POWER LIGHT POLE NUMBER 1A-36811, 0.5 FT. EAST OF
 AG7103'THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 AG7103'WITH THE GROUND.  NO STAMPING ON DISK.
 AG7103
 AG7103                          STATION RECOVERY (1998)
 AG7103
 AG7103'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7103'RECOVERED IN GOOD CONDITION.
 AG7103
 AG7103                          STATION RECOVERY (2005)
 AG7103
 AG7103'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG7103'MARKER COVERED BY VEGETATION WHICH MUST BE REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9855 ***********************************************************************
 AC9855  DESIGNATION -  89 JAS
 AC9855  PID         -  AC9855
 AC9855  STATE/COUNTY-  FL/MARION
 AC9855  USGS QUAD   -  SALT SPRINGS (1994)
 AC9855
 AC9855                         *CURRENT SURVEY CONTROL
 AC9855  ___________________________________________________________________
 AC9855* NAD 83(1986)-  29 15 30.     (N)    081 38 46.     (W)     SCALED    
 AC9855* NAVD 88     -        10.584  (meters)      34.72   (feet)  ADJUSTED  
 AC9855  ___________________________________________________________________
 AC9855  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AC9855  DYNAMIC HT  -          10.569 (meters)      34.68  (feet)  COMP
 AC9855  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 AC9855
 AC9855  VERT ORDER  -  SECOND    CLASS I
 AC9855
 AC9855.The horizontal coordinates were scaled from a topographic map and have
 AC9855.an estimated accuracy of +/- 6 seconds.
 AC9855
 AC9855.The orthometric height was determined by differential leveling
 AC9855.and adjusted by the National Geodetic Survey in September 1997..
 AC9855
 AC9855.Photographs are available for this station.
 AC9855
 AC9855.The geoid height was determined by GEOID03.
 AC9855
 AC9855.The dynamic height is computed by dividing the NAVD 88
 AC9855.geopotential number by the normal gravity value computed on the
 AC9855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9855.degrees latitude (g = 980.6199 gals.).
 AC9855
 AC9855.The modeled gravity was interpolated from observed gravity values.
 AC9855
 AC9855;                    North         East    Units  Estimated Accuracy
 AC9855;SPC FL W     -   545,710.      234,400.      MT  (+/- 180 meters Scaled)
 AC9855
 AC9855                          SUPERSEDED SURVEY CONTROL
 AC9855
 AC9855.No superseded survey control is available for this station.
 AC9855
 AC9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN372367(NAD 83)
 AC9855_MARKER: DD = SURVEY DISK
 AC9855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9855_SP_SET: CULVERT HEADWALL
 AC9855_STAMPING: 89 JAS 1966 36 ET
 AC9855_MARK LOGO: USGS  
 AC9855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9855+STABILITY: SURFACE MOTION
 AC9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9855+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9855
 AC9855  HISTORY     - Date     Condition        Report By
 AC9855  HISTORY     - 1966     MONUMENTED       USGS
 AC9855  HISTORY     - 19960814 GOOD             FLDEP
 AC9855  HISTORY     - 20040628 GOOD             FLDEP
 AC9855
 AC9855                          STATION DESCRIPTION
 AC9855
 AC9855'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9855'THE MARK IS ABOUT 9.7 MI (15.6 KM) NORTHWEST OF ASTOR, 8.7 MI (14.0
 AC9855'KM) SOUTHEAST OF SALT SPRINGS IN SECTION 24, TOWNSHIP 14 SOUTH, RANGE
 AC9855'26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON
 AC9855'STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD
 AC9855'19, TURN RIGHT ON STATE ROAD 19 AND GO NORTHEAST FOR 5.9 MI (9.5 KM)
 AC9855'TO THE ENTRANCE TO SILVER GLEN SPRINGS ON THE RIGHT, CONTINUE NORTH ON
 AC9855'STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF A GRAVEL ROAD AND
 AC9855'THE MARK ON THE RIGHT, SET IN THE TOP OF THE NORTHEAST END OF THE
 AC9855'CONCRETE CULVERT HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 AC9855'STATE ROAD 19. LOCATED 35.5 FT (10.8 M) WEST OF A POWER POLE, 33.2 FT
 AC9855'(10.1 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 28.0 FT
 AC9855'(8.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 11.9 FT
 AC9855'(3.6 M) NORTH OF THE SOUTH END OF THE CULVERT HEADWALL AND 0.6 FT
 AC9855'(18.3 CM) EAST OF A METAL WITNESS POST.
 AC9855
 AC9855                          STATION RECOVERY (2004)
 AC9855
 AC9855'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9855'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0319 ***********************************************************************
 AS0319  DESIGNATION -  8995 A SRD
 AS0319  PID         -  AS0319
 AS0319  STATE/COUNTY-  FL/BAY
 AS0319  USGS QUAD   -  BEACON HILL (1982)
 AS0319
 AS0319                         *CURRENT SURVEY CONTROL
 AS0319  ___________________________________________________________________
 AS0319* NAD 83(1986)-  29 57 11.     (N)    085 25 36.     (W)     SCALED    
 AS0319* NAVD 88     -         4.792  (meters)      15.72   (feet)  ADJUSTED  
 AS0319  ___________________________________________________________________
 AS0319  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AS0319  DYNAMIC HT  -           4.786 (meters)      15.70  (feet)  COMP
 AS0319  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 AS0319
 AS0319  VERT ORDER  -  SECOND    CLASS II
 AS0319
 AS0319.The horizontal coordinates were scaled from a topographic map and have
 AS0319.an estimated accuracy of +/- 6 seconds.
 AS0319
 AS0319.The orthometric height was determined by differential leveling
 AS0319.and adjusted by the National Geodetic Survey in June 1991..
 AS0319
 AS0319.The geoid height was determined by GEOID03.
 AS0319
 AS0319.The dynamic height is computed by dividing the NAVD 88
 AS0319.geopotential number by the normal gravity value computed on the
 AS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0319.degrees latitude (g = 980.6199 gals.).
 AS0319
 AS0319.The modeled gravity was interpolated from observed gravity values.
 AS0319
 AS0319;                    North         East    Units  Estimated Accuracy
 AS0319;SPC FL N     -   106,010.      510,550.      MT  (+/- 180 meters Scaled)
 AS0319
 AS0319                          SUPERSEDED SURVEY CONTROL
 AS0319
 AS0319.No superseded survey control is available for this station.
 AS0319
 AS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU518146(NAD 83)
 AS0319_MARKER: DD = SURVEY DISK
 AS0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AS0319_SP_SET: ABUTMENT
 AS0319_STAMPING: 8995A
 AS0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0319
 AS0319  HISTORY     - Date     Condition        Report By
 AS0319  HISTORY     - UNK      MONUMENTED       FLDT
 AS0319  HISTORY     - 1976     GOOD             FLDT
 AS0319  HISTORY     - 1988     GOOD             USPSQD
 AS0319  HISTORY     - 1989     GOOD             USPSQD
 AS0319  HISTORY     - 1990     GOOD             USPSQD
 AS0319
 AS0319                          STATION DESCRIPTION
 AS0319
 AS0319'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0319'IN MEXICO BEACH.
 AS0319'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0319'ROUTE 98 FOR ABOUT 0.6 MILE AND BENCH MARK.  WHICH IS SET IN A DRILL
 AS0319'HOLE IN THE TOP NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 AS0319'THE HIGHWAY BRIDGE OVER A CANAL.  IT IS 72.0 FEET SOUTHEAST OF CENTER
 AS0319'OF THE JUNCTION OF U.S. ROUTE 98 AND 43RD STREET, 23.8 FEET NORTHEAST
 AS0319'OF CENTER OF U.S. ROUTE 98 AND 1.5 FEET NORTHEAST OF THE SOUTHEAST
 AS0319'CORNER OF THE NORTHEAST CONCRETE GUARDRAIL.  SECTION 22, T6S, R12W.
 AS0319
 AS0319                          STATION RECOVERY (1988)
 AS0319
 AS0319'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 AS0319'RECOVERED IN GOOD CONDITION.
 AS0319
 AS0319                          STATION RECOVERY (1989)
 AS0319
 AS0319'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0319'RECOVERED IN GOOD CONDITION.
 AS0319
 AS0319                          STATION RECOVERY (1990)
 AS0319
 AS0319'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0375 ***********************************************************************
 AS0375  DESIGNATION -  9 19 M USGS
 AS0375  PID         -  AS0375
 AS0375  STATE/COUNTY-  FL/WAKULLA
 AS0375  USGS QUAD   -  ST TERESA (1992)
 AS0375
 AS0375                         *CURRENT SURVEY CONTROL
 AS0375  ___________________________________________________________________
 AS0375* NAD 83(1986)-  30 00 00.     (N)    084 23 55.     (W)     SCALED    
 AS0375* NAVD 88     -         2.603  (meters)       8.54   (feet)  ADJUSTED  
 AS0375  ___________________________________________________________________
 AS0375  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AS0375  DYNAMIC HT  -           2.599 (meters)       8.53  (feet)  COMP
 AS0375  MODELED GRAV-     979,333.2   (mgal)                       NAVD 88
 AS0375
 AS0375  VERT ORDER  -  SECOND    CLASS I
 AS0375
 AS0375.The horizontal coordinates were scaled from a topographic map and have
 AS0375.an estimated accuracy of +/- 6 seconds.
 AS0375
 AS0375.The orthometric height was determined by differential leveling
 AS0375.and adjusted by the National Geodetic Survey in June 1991..
 AS0375
 AS0375.The geoid height was determined by GEOID03.
 AS0375
 AS0375.The dynamic height is computed by dividing the NAVD 88
 AS0375.geopotential number by the normal gravity value computed on the
 AS0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0375.degrees latitude (g = 980.6199 gals.).
 AS0375
 AS0375.The modeled gravity was interpolated from observed gravity values.
 AS0375
 AS0375;                    North         East    Units  Estimated Accuracy
 AS0375;SPC FL N     -   110,850.      609,780.      MT  (+/- 180 meters Scaled)
 AS0375
 AS0375                          SUPERSEDED SURVEY CONTROL
 AS0375
 AS0375.No superseded survey control is available for this station.
 AS0375
 AS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU509216(NAD 83)
 AS0375_MARKER: DB = BENCH MARK DISK
 AS0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0375_SP_SET: CONCRETE POST
 AS0375_STAMPING: 9 19 M 1943
 AS0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0375+STABILITY: SURFACE MOTION
 AS0375
 AS0375  HISTORY     - Date     Condition        Report By
 AS0375  HISTORY     - 1943     MONUMENTED       USGS
 AS0375  HISTORY     - 1977     GOOD             FLDNR
 AS0375
 AS0375                          STATION DESCRIPTION
 AS0375
 AS0375'DESCRIBED BY FL DEPT OF NAT RES 1977
 AS0375'2.1 MI SOUTH FROM PANACEA.
 AS0375'BEGINNING AT THE POST OFFICE AT PANACEA GO SOUTHERLY ALONG US 98 2.1
 AS0375'MILES. MARK BEARS 70 FEET WEST OF US 98 CENTERLINE, 700 FEET NORTH OF
 AS0375'A WEST BEARING DIRT ROAD. MARK IS A 2.25 INCH BRASS FLORIDA LAKE BENCH
 AS0375'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9565 ***********************************************************************
 DG9565  DESIGNATION -  9 3404004
 DG9565  PID         -  DG9565
 DG9565  STATE/COUNTY-  FL/LEVY
 DG9565  USGS QUAD   -  MORRISTON (1993)
 DG9565
 DG9565                         *CURRENT SURVEY CONTROL
 DG9565  ___________________________________________________________________
 DG9565* NAD 83(1986)-  29 21 34.     (N)    082 27 21.     (W)     SCALED    
 DG9565* NAVD 88     -        18.620  (meters)      61.09   (feet)  ADJUSTED  
 DG9565  ___________________________________________________________________
 DG9565  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DG9565  DYNAMIC HT  -          18.595 (meters)      61.01  (feet)  COMP
 DG9565  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 DG9565
 DG9565  VERT ORDER  -  FIRST     CLASS II
 DG9565
 DG9565.The horizontal coordinates were scaled from a topographic map and have
 DG9565.an estimated accuracy of +/- 6 seconds.
 DG9565
 DG9565.The orthometric height was determined by differential leveling
 DG9565.and adjusted by the National Geodetic Survey in May 2005..
 DG9565.No vertical observational check was made to the station.
 DG9565
 DG9565.The geoid height was determined by GEOID03.
 DG9565
 DG9565.The dynamic height is computed by dividing the NAVD 88
 DG9565.geopotential number by the normal gravity value computed on the
 DG9565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9565.degrees latitude (g = 980.6199 gals.).
 DG9565
 DG9565.The modeled gravity was interpolated from observed gravity values.
 DG9565
 DG9565;                    North         East    Units  Estimated Accuracy
 DG9565;SPC FL W     -   556,950.      155,740.      MT  (+/- 180 meters Scaled)
 DG9565
 DG9565                          SUPERSEDED SURVEY CONTROL
 DG9565
 DG9565.No superseded survey control is available for this station.
 DG9565
 DG9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN586486(NAD 83)
 DG9565_MARKER: DD = SURVEY DISK
 DG9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9565_STAMPING: BM 9 3404004
 DG9565_MARK LOGO: FLDT  
 DG9565_PROJECTION: RECESSED 3 CENTIMETERS
 DG9565_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9565+STABILITY: SURFACE MOTION
 DG9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9565+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003
 DG9565
 DG9565  HISTORY     - Date     Condition        Report By
 DG9565  HISTORY     - UNK      MONUMENTED       FLDT
 DG9565  HISTORY     - 20030906 GOOD             FLDEP
 DG9565
 DG9565                          STATION DESCRIPTION
 DG9565
 DG9565'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9565'THE MARK IS ABOUT 1.9 MI SOUTH-SOUTHWEST OF WILLISTON, IN SECTION 18,
 DG9565'TOWNSHIP 13 SOUTH,  RANGE 19 EAST.
 DG9565' 
 DG9565'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND,
 DG9565'STATE ROAD 121  AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF
 DG9565'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41  FOR 1.85 MI TO THE JUNCTION OF
 DG9565'SOUTHWEST 7TH STREET ON THE RIGHT AND THE MARK ON THE  LEFT, SET IN
 DG9565'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE LEVEL
 DG9565'OF  THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 41.
 DG9565' 
 DG9565'LOCATED 47.3 FT EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41,
 DG9565'6.2 FT WEST OF A  4-RAIL WOODEN FENCE, 3.9 FT NORTHWEST OF A 23-INCH
 DG9565'DIAMETER PINE TREE AND 2.8 FT WEST OF A  METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6831 ***********************************************************************
 DE6831  DESIGNATION -  9 7809001
 DE6831  PID         -  DE6831
 DE6831  STATE/COUNTY-  FL/ST JOHNS
 DE6831  USGS QUAD   -  SPUDS (1992)
 DE6831
 DE6831                         *CURRENT SURVEY CONTROL
 DE6831  ___________________________________________________________________
 DE6831* NAD 83(1986)-  29 43 40.     (N)    081 23 46.     (W)     SCALED    
 DE6831* NAVD 88     -        10.755  (meters)      35.29   (feet)  ADJUSTED  
 DE6831  ___________________________________________________________________
 DE6831  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DE6831  DYNAMIC HT  -          10.741 (meters)      35.24  (feet)  COMP
 DE6831  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 DE6831
 DE6831  VERT ORDER  -  SECOND    CLASS I
 DE6831
 DE6831.The horizontal coordinates were scaled from a topographic map and have
 DE6831.an estimated accuracy of +/- 6 seconds.
 DE6831
 DE6831.The orthometric height was determined by differential leveling
 DE6831.and adjusted by the National Geodetic Survey in May 2004..
 DE6831
 DE6831.The geoid height was determined by GEOID03.
 DE6831
 DE6831.The dynamic height is computed by dividing the NAVD 88
 DE6831.geopotential number by the normal gravity value computed on the
 DE6831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6831.degrees latitude (g = 980.6199 gals.).
 DE6831
 DE6831.The modeled gravity was interpolated from observed gravity values.
 DE6831
 DE6831;                    North         East    Units  Estimated Accuracy
 DE6831;SPC FL E     -   597,760.      161,680.      MT  (+/- 180 meters Scaled)
 DE6831
 DE6831                          SUPERSEDED SURVEY CONTROL
 DE6831
 DE6831.No superseded survey control is available for this station.
 DE6831
 DE6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN616886(NAD 83)
 DE6831_MARKER: DD = SURVEY DISK
 DE6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6831_STAMPING: BM 9 7809001
 DE6831_MARK LOGO: FLDT  
 DE6831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6831+STABILITY: SURFACE MOTION
 DE6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6831+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1999
 DE6831
 DE6831  HISTORY     - Date     Condition        Report By
 DE6831  HISTORY     - UNK      MONUMENTED       FLDT
 DE6831  HISTORY     - 19990508 GOOD             FLDEP
 DE6831
 DE6831                          STATION DESCRIPTION
 DE6831
 DE6831'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6831'THE MARK IS ABOUT 9.65 MI (15.53 KM) WEST OF CRESCENT BEACH, 7.5 MI
 DE6831'(12.1 KM) SOUTHWEST OF ELKTON, 7.3 MI (11.7 KM) NORTHEAST OF HASTINGS,
 DE6831'ON COUNTY ROAD 206, IN SECTION 8, TOWNSHIP 9 SOUTH, RANGE 29 EAST. TO
 DE6831'REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 13 (MAIN STREET) AND
 DE6831'STATE ROAD 207 (CHURCH AVENUE) IN HASTINGS, GO NORTHEAST ON STATE ROAD
 DE6831'207 FOR 1.85 MI (2.98 KM) TO THE JUNCTION OF COUNTY ROAD 206 ON THE
 DE6831'RIGHT, TURN RIGHT ON COUNTY ROAD 206 AND GO EAST FOR 5.35 MI (8.61 KM)
 DE6831'TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DE6831'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 DE6831'LEVEL COUNTY ROAD 206. LOCATED 25.8 FT (7.9 M) NORTH OF THE CENTERLINE
 DE6831'OF COUNTY ROAD 206, 14.2 FT (4.3 M) SOUTH OF A CARSONITE WITNESS POST
 DE6831'AND 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0805 ***********************************************************************
 AQ0805  DESIGNATION -  9 JAS
 AQ0805  PID         -  AQ0805
 AQ0805  STATE/COUNTY-  FL/MARION
 AQ0805  USGS QUAD   -  FARLES LAKE (1994)
 AQ0805
 AQ0805                         *CURRENT SURVEY CONTROL
 AQ0805  ___________________________________________________________________
 AQ0805* NAD 83(1990)-  29 03 02.56830(N)    081 39 17.40236(W)     ADJUSTED  
 AQ0805* NAVD 88     -        45.262  (meters)     148.50   (feet)  ADJUSTED  
 AQ0805  ___________________________________________________________________
 AQ0805  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AQ0805  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AQ0805  DYNAMIC HT  -          45.198 (meters)     148.29  (feet)  COMP
 AQ0805  MODELED GRAV-     979,223.2   (mgal)                       NAVD 88
 AQ0805
 AQ0805  HORZ ORDER  -  THIRD
 AQ0805  VERT ORDER  -  FIRST     CLASS II
 AQ0805
 AQ0805.The horizontal coordinates were established by classical geodetic methods
 AQ0805.and adjusted by the National Geodetic Survey in May 1991..
 AQ0805
 AQ0805.The orthometric height was determined by differential leveling
 AQ0805.and adjusted by the National Geodetic Survey in June 1991..
 AQ0805
 AQ0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ0805
 AQ0805.The geoid height was determined by GEOID03.
 AQ0805
 AQ0805.The dynamic height is computed by dividing the NAVD 88
 AQ0805.geopotential number by the normal gravity value computed on the
 AQ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0805.degrees latitude (g = 980.6199 gals.).
 AQ0805
 AQ0805.The modeled gravity was interpolated from observed gravity values.
 AQ0805
 AQ0805;                    North         East     Units Scale Factor Converg.
 AQ0805;SPC FL W     -   522,699.760   233,614.300   MT  0.99995511   +0 10 03.4
 AQ0805;SPC FL W     - 1,714,890.80    766,449.58   sFT  0.99995511   +0 10 03.4
 AQ0805;UTM  17      - 3,213,781.153   436,249.632   MT  0.99965015   -0 19 04.8
 AQ0805
 AQ0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0805!SPC FL W     -   0.99999730  x   0.99995511  =   0.99995241
 AQ0805!UTM  17      -   0.99999730  x   0.99965015  =   0.99964745
 AQ0805
 AQ0805                          SUPERSEDED SURVEY CONTROL
 AQ0805
 AQ0805  NAD 83(1986)-  29 03 02.57784(N)    081 39 17.40892(W) AD(       ) 3
 AQ0805  NAD 27      -  29 03 01.63333(N)    081 39 18.13198(W) AD(       ) 3
 AQ0805  NGVD 29 (??/??/92)   45.584  (m)          149.55   (f) ADJ UNCH    1 2
 AQ0805
 AQ0805.Superseded values are not recommended for survey control.
 AQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0805.See file dsdata.txt to determine how the superseded data were derived.
 AQ0805
 AQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3625013781(NAD 83)
 AQ0805_MARKER: DD = SURVEY DISK
 AQ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0805_STAMPING: 9 JAS 1966 150
 AQ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0805+STABILITY: SURFACE MOTION
 AQ0805
 AQ0805  HISTORY     - Date     Condition        Report By
 AQ0805  HISTORY     - 1966     MONUMENTED       USGS
 AQ0805  HISTORY     - 1968     GOOD             NGS
 AQ0805  HISTORY     - 19910303 MARK NOT FOUND   USPSQD
 AQ0805
 AQ0805                          STATION DESCRIPTION
 AQ0805
 AQ0805'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AQ0805'ALTOONA, 5.7 MI N. OF POST OFFICE, ALONG STATE HIGHWAY 19, THENCE
 AQ0805'1.1 MI NW. ALONG OCALA NATIONAL FOREST ROAD 73, ABOUT 31 FT N. OF,
 AQ0805'AND 3.0 FT HIGHER THAN CENTERLINE OF RD. AT WOODS RD. S., 0.5 FT S.
 AQ0805'OF METAL WITNESS POST, IN CONCRETE POST PROJECTING 2 IN. ABOVE
 AQ0805'GROUND, STANDARD DISK STAMPED---9 JAS 1966 150---.
 AQ0805
 AQ0805                          STATION RECOVERY (1968)
 AQ0805
 AQ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AQ0805'6.5 MI NW FROM ALTOONA.
 AQ0805'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0805'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 1.1
 AQ0805'MILES WEST ALONG FOREST SERVICE ROAD 73, 116 FEET NORTH OF AND
 AQ0805'ACROSS THE ROAD FROM POWER LINE POLE NO. 70-204A, 35 FEET NORTH
 AQ0805'OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF THE EXTENDED
 AQ0805'CENTER LINE OF A SAND ROAD LEADING SOUTH, 1.0 FOOT SOUTH OF A
 AQ0805'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD
 AQ0805'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 AQ0805'THE LEVEL OF THE GROUND.
 AQ0805
 AQ0805                          STATION RECOVERY (1991)
 AQ0805
 AQ0805'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9824 ***********************************************************************
 AC9824  DESIGNATION -  9 RJN
 AC9824  PID         -  AC9824
 AC9824  STATE/COUNTY-  FL/PUTNAM
 AC9824  USGS QUAD   -  SATSUMA (1980)
 AC9824
 AC9824                         *CURRENT SURVEY CONTROL
 AC9824  ___________________________________________________________________
 AC9824* NAD 83(1986)-  29 33 20.     (N)    081 44 09.     (W)     SCALED    
 AC9824* NAVD 88     -         7.408  (meters)      24.30   (feet)  ADJUSTED  
 AC9824  ___________________________________________________________________
 AC9824  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AC9824  DYNAMIC HT  -           7.398 (meters)      24.27  (feet)  COMP
 AC9824  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AC9824
 AC9824  VERT ORDER  -  SECOND    CLASS I
 AC9824
 AC9824.The horizontal coordinates were scaled from a topographic map and have
 AC9824.an estimated accuracy of +/- 6 seconds.
 AC9824
 AC9824.The orthometric height was determined by differential leveling
 AC9824.and adjusted by the National Geodetic Survey in September 1997..
 AC9824
 AC9824.The geoid height was determined by GEOID03.
 AC9824
 AC9824.The dynamic height is computed by dividing the NAVD 88
 AC9824.geopotential number by the normal gravity value computed on the
 AC9824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9824.degrees latitude (g = 980.6199 gals.).
 AC9824
 AC9824.The modeled gravity was interpolated from observed gravity values.
 AC9824
 AC9824;                    North         East    Units  Estimated Accuracy
 AC9824;SPC FL E     -   578,830.      128,690.      MT  (+/- 180 meters Scaled)
 AC9824
 AC9824                          SUPERSEDED SURVEY CONTROL
 AC9824
 AC9824.No superseded survey control is available for this station.
 AC9824
 AC9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN287697(NAD 83)
 AC9824_MARKER: DB = BENCH MARK DISK
 AC9824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9824_SP_SET: CULVERT HEADWALL
 AC9824_STAMPING: 9 RJN 1967 25
 AC9824_MARK LOGO: USGS  
 AC9824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9824+STABILITY: SURFACE MOTION
 AC9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9824+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 AC9824
 AC9824  HISTORY     - Date     Condition        Report By
 AC9824  HISTORY     - 1967     MONUMENTED       USGS
 AC9824  HISTORY     - 19960807 GOOD             FLDEP
 AC9824
 AC9824                          STATION DESCRIPTION
 AC9824
 AC9824'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9824'THE MARK IS ABOUT 13.6 MI (21.9 KM) NORTH OF SALT SPRINGS, 10.7
 AC9824'SOUTHWEST OP PALATKA IN SECTION 38, TOWNSHIP 11 SOUTH, RANGE 26 EAST.
 AC9824'TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY 17
 AC9824'(REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AC9824'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AC9824'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORHTWEST FOR
 AC9824'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AC9824'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 8.25 MI (13.28 KM) TO THE
 AC9824'JUNCTION OF BUCKMAN LOCK ROAD ON THE LEFT, CONTINUE SOUTHWEST ON STATE
 AC9824'ROAD 19 FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 AC9824'OF THE SOUTHWEST END OF THE CONCRETE CULVERT HEADWALL ABOUT 2.0 FT
 AC9824'(0.6 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 26.5 FT (8.1 M)
 AC9824'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 24.2 FT (7.4
 AC9824'M) SOUTHEAST OF A BARBED WIRE FENCE, 14.0 FT (4.3 M) SOUTHWEST OF THE
 AC9824'NORTH END OF THE CULVERT HEADWALL AND 0.6 FT (18.3 CM) SOUTHWEST OF A
 AC9824'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6855 ***********************************************************************
 AG6855  DESIGNATION -  9 ST PETERSBURG
 AG6855  PID         -  AG6855
 AG6855  STATE/COUNTY-  FL/PINELLAS
 AG6855  USGS QUAD   -  PORT TAMPA (1983)
 AG6855
 AG6855                         *CURRENT SURVEY CONTROL
 AG6855  ___________________________________________________________________
 AG6855* NAD 83(1986)-  27 47 38.     (N)    082 37 27.     (W)     SCALED    
 AG6855* NAVD 88     -         1.514  (meters)       4.97   (feet)  ADJUSTED  
 AG6855  ___________________________________________________________________
 AG6855  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AG6855  DYNAMIC HT  -           1.511 (meters)       4.96  (feet)  COMP
 AG6855  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 AG6855
 AG6855  VERT ORDER  -  SECOND    CLASS II
 AG6855
 AG6855.The horizontal coordinates were scaled from a topographic map and have
 AG6855.an estimated accuracy of +/- 6 seconds.
 AG6855
 AG6855.The orthometric height was determined by differential leveling
 AG6855.and adjusted by the National Geodetic Survey in June 1991..
 AG6855
 AG6855.The geoid height was determined by GEOID03.
 AG6855
 AG6855.The dynamic height is computed by dividing the NAVD 88
 AG6855.geopotential number by the normal gravity value computed on the
 AG6855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6855.degrees latitude (g = 980.6199 gals.).
 AG6855
 AG6855.The modeled gravity was interpolated from observed gravity values.
 AG6855
 AG6855;                    North         East    Units  Estimated Accuracy
 AG6855;SPC FL W     -   383,530.      138,490.      MT  (+/- 180 meters Scaled)
 AG6855
 AG6855                          SUPERSEDED SURVEY CONTROL
 AG6855
 AG6855  NGVD 29 (??/??/92)    1.778  (m)            5.83   (f) ADJ UNCH    2 2
 AG6855
 AG6855.Superseded values are not recommended for survey control.
 AG6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6855.See file dsdata.txt to determine how the superseded data were derived.
 AG6855
 AG6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL399754(NAD 83)
 AG6855_MARKER: DD = SURVEY DISK
 AG6855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6855+STABILITY: SURFACE MOTION
 AG6855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6855+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG6855
 AG6855  HISTORY     - Date     Condition        Report By
 AG6855  HISTORY     - UNK      MONUMENTED       FL2730
 AG6855  HISTORY     - 1975     GOOD             FLDT
 AG6855  HISTORY     - 19980413 GOOD             USPSQD
 AG6855  HISTORY     - 20031030 GOOD             USPSQD
 AG6855
 AG6855                          STATION DESCRIPTION
 AG6855
 AG6855'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6855'AT ST PETERSBURG.
 AG6855'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG6855'686) AND 4TH STREET N. (S.R. 687) RUN SOUTHERLY ON 4TH STREET
 AG6855'N. FOR 5.10 MILE TO THE INTERSECTION OF 22ND AVE. N., TURN LEFT
 AG6855'ON 22ND AVE. N. AND RUN EASTERLY FOR 0.65 MILE TO THE T JUNCTION
 AG6855'OF COFFEE POT BLVD., TURN RIGHT ON COFFEE POT BLVD. AND RUN
 AG6855'SOUTHERLY FOR 0.1 MILE TO THE INTERSECTION OF 21ST AVE. N. (SNELL
 AG6855'ISLE BLVD.), TURN LEFT ON SNELL ISLE BLVD. AND RUN EASTERLY FOR
 AG6855'0.2 MILE TO THE T JUNCTION OF ESTADO WAY NE.  STATION ON RIGHT,
 AG6855'IN THE NE CORNER, 47.5 FT. SE OF THE CENTERLINE OF SNELL ISLE BLVD.,
 AG6855'29.0 FT. NORTH OF THE CENTERLINE OF ESTADO WAY, 15.0 FT. WEST
 AG6855'OF AN 18 INCH PALM TREE, 1.0 FT. SE OF THE EDGE OF SIDEWALK,
 AG6855'1.5 FT. NORTH OF THE EDGE OF SIDEWALK, 10.6 FT. EAST OF THE BACK
 AG6855'OF CURB.  SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES ABOVE THE
 AG6855'GROUND.  SECTION 8, T 31S, R 17E
 AG6855
 AG6855                          STATION RECOVERY (1998)
 AG6855
 AG6855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6855'RECOVERED IN GOOD CONDITION.
 AG6855
 AG6855                          STATION RECOVERY (2003)
 AG6855
 AG6855'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG6855'MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7196 ***********************************************************************
 AK7196  DESIGNATION -  90
 AK7196  PID         -  AK7196
 AK7196  STATE/COUNTY-  FL/ORANGE
 AK7196  USGS QUAD   -  BITHLO (1980)
 AK7196
 AK7196                         *CURRENT SURVEY CONTROL
 AK7196  ___________________________________________________________________
 AK7196* NAD 83(1986)-  28 33 28.     (N)    081 07 06.     (W)     SCALED    
 AK7196* NAVD 88     -        20.271  (meters)      66.51   (feet)  ADJUSTED  
 AK7196  ___________________________________________________________________
 AK7196  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AK7196  DYNAMIC HT  -          20.242 (meters)      66.41  (feet)  COMP
 AK7196  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 AK7196
 AK7196  VERT ORDER  -  SECOND    CLASS I
 AK7196
 AK7196.The horizontal coordinates were scaled from a topographic map and have
 AK7196.an estimated accuracy of +/- 6 seconds.
 AK7196
 AK7196.The orthometric height was determined by differential leveling
 AK7196.and adjusted by the National Geodetic Survey in December 1995..
 AK7196
 AK7196.The geoid height was determined by GEOID03.
 AK7196
 AK7196.The dynamic height is computed by dividing the NAVD 88
 AK7196.geopotential number by the normal gravity value computed on the
 AK7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7196.degrees latitude (g = 980.6199 gals.).
 AK7196
 AK7196.The modeled gravity was interpolated from observed gravity values.
 AK7196
 AK7196;                    North         East    Units  Estimated Accuracy
 AK7196;SPC FL E     -   468,030.      188,420.      MT  (+/- 180 meters Scaled)
 AK7196
 AK7196                          SUPERSEDED SURVEY CONTROL
 AK7196
 AK7196.No superseded survey control is available for this station.
 AK7196
 AK7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM884589(NAD 83)
 AK7196_MARKER: DD = SURVEY DISK
 AK7196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7196_SP_SET: SQUARE CONCRETE MONUMENT
 AK7196_STAMPING: B.M. 90 ELEV. 67.96
 AK7196_MARK LOGO: FLDT  
 AK7196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7196+STABILITY: SURFACE MOTION
 AK7196
 AK7196  HISTORY     - Date     Condition        Report By
 AK7196  HISTORY     - UNK      MONUMENTED       FLDT
 AK7196  HISTORY     - 19900326 GOOD             FL-095
 AK7196
 AK7196                          STATION DESCRIPTION
 AK7196
 AK7196'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7196'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7196'NORTH SIDE OF STATE HWY 50, ABOUT 75 FT (22.9 M) NORTH OF CENTER LINE
 AK7196'OF STATE HWY 50, ABOUT 0.25 MI (0.40 KM) WEST OF FLDT BM 91, ABOUT
 AK7196'0.50 MI (0.80 KM) WEST OF CENTER LINE OF BELVEDERE ROAD.  T22S, R32E,
 AK7196'SECTION 21. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7196'DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4712 ***********************************************************************
 AC4712  DESIGNATION -  90 88 A 053=G 399
 AC4712  PID         -  AC4712
 AC4712  STATE/COUNTY-  FL/MIAMI-DADE
 AC4712  USGS QUAD   -  GLADES (1994)
 AC4712
 AC4712                         *CURRENT SURVEY CONTROL
 AC4712  ___________________________________________________________________
 AC4712* NAD 83(1986)-  25 17 54.     (N)    080 26 49.     (W)     SCALED    
 AC4712* NAVD 88     -         0.427  (meters)       1.40   (feet)  ADJUSTED  
 AC4712  ___________________________________________________________________
 AC4712  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AC4712  DYNAMIC HT  -           0.427 (meters)       1.40  (feet)  COMP
 AC4712  MODELED GRAV-     978,987.2   (mgal)                       NAVD 88
 AC4712
 AC4712  VERT ORDER  -  FIRST     CLASS II
 AC4712
 AC4712.The horizontal coordinates were scaled from a topographic map and have
 AC4712.an estimated accuracy of +/- 6 seconds.
 AC4712
 AC4712.The orthometric height was determined by differential leveling
 AC4712.and adjusted by the National Geodetic Survey in May 1994..
 AC4712
 AC4712.The geoid height was determined by GEOID03.
 AC4712
 AC4712.The dynamic height is computed by dividing the NAVD 88
 AC4712.geopotential number by the normal gravity value computed on the
 AC4712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4712.degrees latitude (g = 980.6199 gals.).
 AC4712
 AC4712.The modeled gravity was interpolated from observed gravity values.
 AC4712
 AC4712;                    North         East    Units  Estimated Accuracy
 AC4712;SPC FL E     -   107,000.      255,690.      MT  (+/- 180 meters Scaled)
 AC4712
 AC4712                          SUPERSEDED SURVEY CONTROL
 AC4712
 AC4712  NGVD 29 (09/01/92)    0.898  (m)            2.95   (f) ADJUSTED    1 2
 AC4712
 AC4712.Superseded values are not recommended for survey control.
 AC4712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4712.See file dsdata.txt to determine how the superseded data were derived.
 AC4712
 AC4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH556980(NAD 83)
 AC4712_MARKER: DD = SURVEY DISK
 AC4712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC4712_SP_SET: CONCRETE BASE FOR MANHOLE
 AC4712_STAMPING: G 399 BM 90 88 A053
 AC4712_MARK LOGO: FLDT  
 AC4712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC4712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4712+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 AC4712
 AC4712  HISTORY     - Date     Condition        Report By
 AC4712  HISTORY     - UNK      MONUMENTED       FLDT
 AC4712  HISTORY     - 19910125 GOOD             FLDNR
 AC4712  HISTORY     - 20030930 GOOD             WEIDEN
 AC4712
 AC4712                          STATION DESCRIPTION
 AC4712
 AC4712'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4712'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND PALM
 AC4712'DRIVE IN FLORIDA CITY, GO SOUTH ON U.S. HIGHWAY 1 FOR 10.2 MI (16.4
 AC4712'KM) TO THE MARK.  LOCATED 32.8 FT (10.0 M) WEST SOUTHWEST OF THE
 AC4712'CENTERLINE OF U.S. HIGHWAY 1, 35.6 FT (10.9 M) NORTHWEST OF THE
 AC4712'CENTER OF A 3 FT (0.9 M) DIAMETER METAL MAN HOLE COVER, 1.3 FT (0.4
 AC4712'M) EAST NORTHEAST OF A METAL WITNESS POST, 73.7 FT (22.5 M) NORTH
 AC4712'NORTHWEST OF MILE MARKER 117 AND ABOUT 4 FT (1.2 M) BELOW THE LEVEL
 AC4712'OF THE HIGHWAY.  NOTE--THE FLDT STAMPING WAS HARD TO READ AND THE
 AC4712'MARK WAS STAMPED G 399 BY THIS PARTY.
 AC4712
 AC4712                          STATION RECOVERY (2003)
 AC4712
 AC4712'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2003 (MM)
 AC4712'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9854 ***********************************************************************
 AC9854  DESIGNATION -  90 JAS
 AC9854  PID         -  AC9854
 AC9854  STATE/COUNTY-  FL/MARION
 AC9854  USGS QUAD   -  SALT SPRINGS (1994)
 AC9854
 AC9854                         *CURRENT SURVEY CONTROL
 AC9854  ___________________________________________________________________
 AC9854* NAD 83(1986)-  29 16 39.     (N)    081 38 50.     (W)     SCALED    
 AC9854* NAVD 88     -        14.190  (meters)      46.55   (feet)  ADJUSTED  
 AC9854  ___________________________________________________________________
 AC9854  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AC9854  DYNAMIC HT  -          14.170 (meters)      46.49  (feet)  COMP
 AC9854  MODELED GRAV-     979,255.8   (mgal)                       NAVD 88
 AC9854
 AC9854  VERT ORDER  -  SECOND    CLASS I
 AC9854
 AC9854.The horizontal coordinates were scaled from a topographic map and have
 AC9854.an estimated accuracy of +/- 6 seconds.
 AC9854
 AC9854.The orthometric height was determined by differential leveling
 AC9854.and adjusted by the National Geodetic Survey in September 1997..
 AC9854
 AC9854.Photographs are available for this station.
 AC9854
 AC9854.The geoid height was determined by GEOID03.
 AC9854
 AC9854.The dynamic height is computed by dividing the NAVD 88
 AC9854.geopotential number by the normal gravity value computed on the
 AC9854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9854.degrees latitude (g = 980.6199 gals.).
 AC9854
 AC9854.The modeled gravity was interpolated from observed gravity values.
 AC9854
 AC9854;                    North         East    Units  Estimated Accuracy
 AC9854;SPC FL W     -   547,840.      234,280.      MT  (+/- 180 meters Scaled)
 AC9854
 AC9854                          SUPERSEDED SURVEY CONTROL
 AC9854
 AC9854.No superseded survey control is available for this station.
 AC9854
 AC9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN371389(NAD 83)
 AC9854_MARKER: DD = SURVEY DISK
 AC9854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9854_SP_SET: CULVERT HEADWALL
 AC9854_STAMPING: 90 JAS 1966 48
 AC9854_MARK LOGO: USGS  
 AC9854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9854+STABILITY: SURFACE MOTION
 AC9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9854+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9854
 AC9854  HISTORY     - Date     Condition        Report By
 AC9854  HISTORY     - 1966     MONUMENTED       USGS
 AC9854  HISTORY     - 19960814 GOOD             FLDEP
 AC9854  HISTORY     - 20040628 GOOD             FLDEP
 AC9854
 AC9854                          STATION DESCRIPTION
 AC9854
 AC9854'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9854'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTHWEST OF ASTOR, 7.9 MI (12.7
 AC9854'KM) SOUTHEAST OF SALT SPRINGS IN SECTION 13, TOWNSHIP 14 SOUTH, RANGE
 AC9854'26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON
 AC9854'STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD
 AC9854'19, TURN RIGHT ON STATE ROAD 19 AND GO NORTHEAST FOR 5.9 MI (9.5 KM)
 AC9854'TO THE ENTRANCE TO SILVER GLEN SPRINGS ON THE RIGHT, CONTINUE NORTH ON
 AC9854'STATE ROAD 19 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF N.E. 83RD LN ON
 AC9854'THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF THE SOUTHWEST
 AC9854'END OF THE CONCRETE CULVERT HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE
 AC9854'LEVEL OF STATE ROAD 19. LOCATED 66.5 FT (20.3 M) SOUTHEAST OF THE
 AC9854'APPROXIMATE EXTENDED CENTERLINE OF N.E. 83RD LN, 26.5 FT (8.1 M)
 AC9854'SOUTHWEST OF POWER POLE NUMBER 1532G WITH A TRANFORMER AND 2 GUY WIRES
 AC9854'ATTACHED, 24.0 FT (7.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 AC9854'STATE ROAD 19, 11.7 FT (3.6 M) SOUTH OF THE NORTH END OF THE CULVERT
 AC9854'HEADWALL AND 0.8 FT (24.4 CM) NORTHWEST OF A CARSONITE WITNESS POST.
 AC9854
 AC9854                          STATION RECOVERY (2004)
 AC9854
 AC9854'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9854'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1298 ***********************************************************************
 AQ1298  DESIGNATION -  90.21=I 4 R 2 FLHD
 AQ1298  PID         -  AQ1298
 AQ1298  STATE/COUNTY-  FL/VOLUSIA
 AQ1298  USGS QUAD   -  DAYTONA BEACH SW (1962)
 AQ1298
 AQ1298                         *CURRENT SURVEY CONTROL
 AQ1298  ___________________________________________________________________
 AQ1298* NAD 83(1986)-  29 00 14.     (N)    081 14 32.     (W)     SCALED    
 AQ1298* NAVD 88     -        28.978  (meters)      95.07   (feet)  ADJUSTED  
 AQ1298  ___________________________________________________________________
 AQ1298  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AQ1298  DYNAMIC HT  -          28.937 (meters)      94.94  (feet)  COMP
 AQ1298  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 AQ1298
 AQ1298  VERT ORDER  -  FIRST     CLASS II
 AQ1298
 AQ1298.The horizontal coordinates were scaled from a topographic map and have
 AQ1298.an estimated accuracy of +/- 6 seconds.
 AQ1298
 AQ1298.The orthometric height was determined by differential leveling
 AQ1298.and adjusted by the National Geodetic Survey in June 1991..
 AQ1298
 AQ1298.The geoid height was determined by GEOID03.
 AQ1298
 AQ1298.The dynamic height is computed by dividing the NAVD 88
 AQ1298.geopotential number by the normal gravity value computed on the
 AQ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1298.degrees latitude (g = 980.6199 gals.).
 AQ1298
 AQ1298.The modeled gravity was interpolated from observed gravity values.
 AQ1298
 AQ1298;                    North         East    Units  Estimated Accuracy
 AQ1298;SPC FL E     -   517,490.      176,400.      MT  (+/- 180 meters Scaled)
 AQ1298
 AQ1298                          SUPERSEDED SURVEY CONTROL
 AQ1298
 AQ1298  NGVD 29 (09/01/92)   29.304  (m)           96.14   (f) ADJUSTED    1 2
 AQ1298
 AQ1298.Superseded values are not recommended for survey control.
 AQ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1298.See file dsdata.txt to determine how the superseded data were derived.
 AQ1298
 AQ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN764084(NAD 83)
 AQ1298_MARKER: DD = SURVEY DISK
 AQ1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1298_SP_SET: OVERPASS
 AQ1298_STAMPING: 90.21
 AQ1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1298
 AQ1298  HISTORY     - Date     Condition        Report By
 AQ1298  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1298  HISTORY     - 1963     GOOD             NGS
 AQ1298  HISTORY     - 1976     GOOD             NGS
 AQ1298  HISTORY     - 1978     GOOD             NGS
 AQ1298  HISTORY     - 19910402 GOOD             USPSQD
 AQ1298
 AQ1298                          STATION DESCRIPTION
 AQ1298
 AQ1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1298'2.4 MI NW FROM LAKE HELEN.
 AQ1298'2.35 MILES NORTHWEST ALONG STATE HIGHWAY S 430 A FROM THE LAKE
 AQ1298'HELEN SCHOOL AT LAKE HELEN, SET ON THE TOP OF THE EAST END OF THE
 AQ1298'NORTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY OVERPASS OVER
 AQ1298'INTERSTATE HIGHWAY 4, 18.5 FEET NORTH OF THE CENTER LINE OF THE
 AQ1298'HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE RAILING AND 2 FEET
 AQ1298'ABOVE THE BRIDGE SIDEWALK.
 AQ1298
 AQ1298                          STATION RECOVERY (1976)
 AQ1298
 AQ1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1298'RECOVERED IN GOOD CONDITION.
 AQ1298
 AQ1298                          STATION RECOVERY (1978)
 AQ1298
 AQ1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AQ1298'2.5 MILES NORTH ALONG STATE ROUTE 430A FROM CITY HALL IN LAKE HELEN
 AQ1298'TO THE MARK ON THE RIGHT, SET IN TOP OF THE SOUTHEAST CONCRETE
 AQ1298'ABUTMENT OF HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 4, 18.5 FEET EAST
 AQ1298'OF THE CENTERLINE OF HIGHWAY.
 AQ1298'THE MARK IS 2 FT ABOVE HIGHWAY.
 AQ1298
 AQ1298                          STATION RECOVERY (1991)
 AQ1298
 AQ1298'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9853 ***********************************************************************
 DE9853  DESIGNATION -  90.480 R 144
 DE9853  PID         -  DE9853
 DE9853  STATE/COUNTY-  FL/ORANGE
 DE9853  USGS QUAD   -  ORLANDO EAST (1980)
 DE9853
 DE9853                         *CURRENT SURVEY CONTROL
 DE9853  ___________________________________________________________________
 DE9853* NAD 83(1986)-  28 30 36.     (N)    081 16 15.     (W)     SCALED    
 DE9853* NAVD 88     -        27.339  (meters)      89.69   (feet)  ADJUSTED  
 DE9853  ___________________________________________________________________
 DE9853  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DE9853  DYNAMIC HT  -          27.300 (meters)      89.57  (feet)  COMP
 DE9853  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 DE9853
 DE9853  VERT ORDER  -  SECOND    CLASS I
 DE9853
 DE9853.The horizontal coordinates were scaled from a topographic map and have
 DE9853.an estimated accuracy of +/- 6 seconds.
 DE9853
 DE9853.The orthometric height was determined by differential leveling
 DE9853.and adjusted by the National Geodetic Survey in November 2003..
 DE9853
 DE9853.The geoid height was determined by GEOID03.
 DE9853
 DE9853.The dynamic height is computed by dividing the NAVD 88
 DE9853.geopotential number by the normal gravity value computed on the
 DE9853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9853.degrees latitude (g = 980.6199 gals.).
 DE9853
 DE9853.The modeled gravity was interpolated from observed gravity values.
 DE9853
 DE9853;                    North         East    Units  Estimated Accuracy
 DE9853;SPC FL E     -   462,760.      173,490.      MT  (+/- 180 meters Scaled)
 DE9853
 DE9853                          SUPERSEDED SURVEY CONTROL
 DE9853
 DE9853.No superseded survey control is available for this station.
 DE9853
 DE9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM734537(NAD 83)
 DE9853_MARKER: DD = SURVEY DISK
 DE9853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE9853_SP_SET: BRIDGE WINGWALL
 DE9853_STAMPING: O.C.D. 90.480 R 144 008
 DE9853_MARK LOGO: FLDT  
 DE9853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9853+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9853
 DE9853  HISTORY     - Date     Condition        Report By
 DE9853  HISTORY     - 1997     MONUMENTED       FLDT
 DE9853
 DE9853                          STATION DESCRIPTION
 DE9853
 DE9853'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997 (JLM)
 DE9853'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST OF ORLANDO, 5.0 MI (8.0 KM)
 DE9853'SOUTHEAST OF WINTER PARK ON CURRY FORD ROAD (COUNTY ROAD 425) AT THE
 DE9853'NORTHEAST END OF THE BRIDGE OVER AZALEA PARK OUTFALL CANAL IN SECTION
 DE9853'1, TOWNSHIP 23 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE9853'INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD ROAD
 DE9853'(COUNTY ROAD 552) ON THE EAST SIDE OF ORLANDO, GO SOUTHEAST ON CURRY
 DE9853'FORD ROAD FOR 2.6 MI (4.2 KM) TO THE EAST END OF THE BRIDGE AND THE
 DE9853'MARK ON THE LEFT, SET IN THE TOP OF THE BRIDGE WING WALL OVER THE
 DE9853'ABUTMENT 0.3 FT (9.1 CM) ABOVE CURRY FORD ROAD. LOCATED 24.9 FT (7.6
 DE9853'M) NORTH OF THE CENTERLINE OF CURRY FORD ROAD, 6.7 FT (2.0 M) WEST OF
 DE9853'THE EAST END OF THE BRIDGE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 DE9853'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7195 ***********************************************************************
 AK7195  DESIGNATION -  91
 AK7195  PID         -  AK7195
 AK7195  STATE/COUNTY-  FL/ORANGE
 AK7195  USGS QUAD   -  BITHLO (1980)
 AK7195
 AK7195                         *CURRENT SURVEY CONTROL
 AK7195  ___________________________________________________________________
 AK7195* NAD 83(1986)-  28 33 22.     (N)    081 06 55.     (W)     SCALED    
 AK7195* NAVD 88     -        20.471  (meters)      67.16   (feet)  ADJUSTED  
 AK7195  ___________________________________________________________________
 AK7195  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AK7195  DYNAMIC HT  -          20.441 (meters)      67.06  (feet)  COMP
 AK7195  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 AK7195
 AK7195  VERT ORDER  -  SECOND    CLASS I
 AK7195
 AK7195.The horizontal coordinates were scaled from a topographic map and have
 AK7195.an estimated accuracy of +/- 6 seconds.
 AK7195
 AK7195.The orthometric height was determined by differential leveling
 AK7195.and adjusted by the National Geodetic Survey in December 1995..
 AK7195
 AK7195.The geoid height was determined by GEOID03.
 AK7195
 AK7195.The dynamic height is computed by dividing the NAVD 88
 AK7195.geopotential number by the normal gravity value computed on the
 AK7195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7195.degrees latitude (g = 980.6199 gals.).
 AK7195
 AK7195.The modeled gravity was interpolated from observed gravity values.
 AK7195
 AK7195;                    North         East    Units  Estimated Accuracy
 AK7195;SPC FL E     -   467,840.      188,720.      MT  (+/- 180 meters Scaled)
 AK7195
 AK7195                          SUPERSEDED SURVEY CONTROL
 AK7195
 AK7195.No superseded survey control is available for this station.
 AK7195
 AK7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM887588(NAD 83)
 AK7195_MARKER: DD = SURVEY DISK
 AK7195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7195_SP_SET: SQUARE CONCRETE MONUMENT
 AK7195_STAMPING: B.M. 91 ELEV. 68.62
 AK7195_MARK LOGO: FLDT  
 AK7195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7195+STABILITY: SURFACE MOTION
 AK7195
 AK7195  HISTORY     - Date     Condition        Report By
 AK7195  HISTORY     - UNK      MONUMENTED       FLDT
 AK7195  HISTORY     - 19900326 GOOD             FL-095
 AK7195  HISTORY     - 19980408 MARK NOT FOUND   USPSQD
 AK7195
 AK7195                          STATION DESCRIPTION
 AK7195
 AK7195'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7195'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7195'SOUTH SIDE OF STATE HWY 50, ABOUT 100 FT (30.5 M) SOUTH OF CENTER
 AK7195'LINE OF STATE HWY 50, ABOUT 0.25 MI (0.40 KM) WEST OF CENTER LINE OF
 AK7195'BELVEDERE ROAD.  T22S, R32E, SECTION 21. (DESCRIPTION SOURCE--THE
 AK7195'ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK7195
 AK7195                          STATION RECOVERY (1998)
 AK7195
 AK7195'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9852 ***********************************************************************
 AC9852  DESIGNATION -  91 JAS
 AC9852  PID         -  AC9852
 AC9852  STATE/COUNTY-  FL/MARION
 AC9852  USGS QUAD   -  SALT SPRINGS (1994)
 AC9852
 AC9852                         *CURRENT SURVEY CONTROL
 AC9852  ___________________________________________________________________
 AC9852* NAD 83(1986)-  29 17 22.     (N)    081 39 16.     (W)     SCALED    
 AC9852* NAVD 88     -        16.366  (meters)      53.69   (feet)  ADJUSTED  
 AC9852  ___________________________________________________________________
 AC9852  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AC9852  DYNAMIC HT  -          16.343 (meters)      53.62  (feet)  COMP
 AC9852  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 AC9852
 AC9852  VERT ORDER  -  SECOND    CLASS I
 AC9852
 AC9852.The horizontal coordinates were scaled from a topographic map and have
 AC9852.an estimated accuracy of +/- 6 seconds.
 AC9852
 AC9852.The orthometric height was determined by differential leveling
 AC9852.and adjusted by the National Geodetic Survey in September 1997..
 AC9852
 AC9852.Photographs are available for this station.
 AC9852
 AC9852.The geoid height was determined by GEOID03.
 AC9852
 AC9852.The dynamic height is computed by dividing the NAVD 88
 AC9852.geopotential number by the normal gravity value computed on the
 AC9852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9852.degrees latitude (g = 980.6199 gals.).
 AC9852
 AC9852.The modeled gravity was interpolated from observed gravity values.
 AC9852
 AC9852;                    North         East    Units  Estimated Accuracy
 AC9852;SPC FL W     -   549,160.      233,570.      MT  (+/- 180 meters Scaled)
 AC9852
 AC9852                          SUPERSEDED SURVEY CONTROL
 AC9852
 AC9852.No superseded survey control is available for this station.
 AC9852
 AC9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN364402(NAD 83)
 AC9852_MARKER: DD = SURVEY DISK
 AC9852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9852_SP_SET: CULVERT HEADWALL
 AC9852_STAMPING: 91 JAS 1966 55
 AC9852_MARK LOGO: USGS  
 AC9852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9852+STABILITY: SURFACE MOTION
 AC9852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9852+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9852
 AC9852  HISTORY     - Date     Condition        Report By
 AC9852  HISTORY     - 1966     MONUMENTED       USGS
 AC9852  HISTORY     - 19960814 GOOD             FLDEP
 AC9852  HISTORY     - 20040628 GOOD             FLDEP
 AC9852
 AC9852                          STATION DESCRIPTION
 AC9852
 AC9852'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9852'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF SALT SPRINGS IN
 AC9852'SECTION 12, TOWNSHIP 14 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 AC9852'THE JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9852'SALT SPRINGS, GO SOUTH THEN SOUTHEAST ON STATE ROAD 19 FOR 7.35 MI
 AC9852'(11.83 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF THE NORTHEAST
 AC9852'END OF THE CONCRETE CULVERT HEADWALL ABOUT 0.5 FT (15.2 CM) BELOW THE
 AC9852'LEVEL OF STATE ROAD 19. LOCATED 22.2 FT (6.8 M) NORTHEAST OF THE
 AC9852'APPROXIMATE CENTERLINE OF STATE ROAD 19, 11.9 FT (3.6 M) NORTHWEST OF
 AC9852'THE SOUTHEAST END OF THE CULVERT HEADWALL, 0.8 FT (24.4 CM) SOUTHEAST
 AC9852'OF THE NORTHWEST END OF THE CULVERT HEADWALL AND 0.5 FT (15.2 CM)
 AC9852'SOUTHEAST OF A METAL WITNESS POST.
 AC9852
 AC9852                          STATION RECOVERY (2004)
 AC9852
 AC9852'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9852'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5401 ***********************************************************************
 AG5401  DESIGNATION -  9.12
 AG5401  PID         -  AG5401
 AG5401  STATE/COUNTY-  FL/PINELLAS
 AG5401  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5401
 AG5401                         *CURRENT SURVEY CONTROL
 AG5401  ___________________________________________________________________
 AG5401* NAD 83(1986)-  27 54 06.     (N)    082 41 10.     (W)     SCALED    
 AG5401* NAVD 88     -         2.519  (meters)       8.26   (feet)  ADJUSTED  
 AG5401  ___________________________________________________________________
 AG5401  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG5401  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 AG5401  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AG5401
 AG5401  VERT ORDER  -  SECOND    CLASS 0
 AG5401
 AG5401.This mark is at St Petersburg Clearwater Int'l Airport (PIE)
 AG5401
 AG5401.The horizontal coordinates were scaled from a topographic map and have
 AG5401.an estimated accuracy of +/- 6 seconds.
 AG5401
 AG5401.The orthometric height was determined by differential leveling
 AG5401.and adjusted by the National Geodetic Survey in June 1991..
 AG5401
 AG5401.The geoid height was determined by GEOID03.
 AG5401
 AG5401.The dynamic height is computed by dividing the NAVD 88
 AG5401.geopotential number by the normal gravity value computed on the
 AG5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5401.degrees latitude (g = 980.6199 gals.).
 AG5401
 AG5401.The modeled gravity was interpolated from observed gravity values.
 AG5401
 AG5401;                    North         East    Units  Estimated Accuracy
 AG5401;SPC FL W     -   395,500.      132,460.      MT  (+/- 180 meters Scaled)
 AG5401
 AG5401                          SUPERSEDED SURVEY CONTROL
 AG5401
 AG5401  NGVD 29 (??/??/92)    2.782  (m)            9.13   (f) ADJ UNCH    2 0
 AG5401
 AG5401.Superseded values are not recommended for survey control.
 AG5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5401.See file dsdata.txt to determine how the superseded data were derived.
 AG5401
 AG5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL340874(NAD 83)
 AG5401_MARKER: DD = SURVEY DISK
 AG5401_SETTING: 0 = UNSPECIFIED SETTING
 AG5401_STAMPING: 9.12
 AG5401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5401
 AG5401  HISTORY     - Date     Condition        Report By
 AG5401  HISTORY     - UNK      MONUMENTED       DOD
 AG5401  HISTORY     - 1956     GOOD             NGS
 AG5401
 AG5401                          STATION DESCRIPTION
 AG5401
 AG5401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AG5401'6 MI E FROM LARGO.
 AG5401'AT THE FL-103     UNTY INTERNATIONAL AIRPORT AT THE INTERSECTION
 AG5401'OF RUNWAYS 4-22 AND 13-31.  84.0 FEET FROM RUNWAY LITE 3 AND
 AG5401'193.55 FEET W OF NORTHERNMOST THRESHOLD LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA6660 ***********************************************************************
 AA6660  DESIGNATION -  91.21
 AA6660  PID         -  AA6660
 AA6660  STATE/COUNTY-  FL/ORANGE
 AA6660  USGS QUAD   -  WINTER GARDEN (1984)
 AA6660
 AA6660                         *CURRENT SURVEY CONTROL
 AA6660  ___________________________________________________________________
 AA6660* NAD 83(1986)-  28 33 07.     (N)    081 30 40.     (W)     SCALED    
 AA6660* NAVD 88     -        27.355  (meters)      89.75   (feet)  ADJUSTED  
 AA6660  ___________________________________________________________________
 AA6660  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA6660  DYNAMIC HT  -          27.315 (meters)      89.62  (feet)  COMP
 AA6660  MODELED GRAV-     979,203.1   (mgal)                       NAVD 88
 AA6660
 AA6660  VERT ORDER  -  SECOND    CLASS I
 AA6660
 AA6660.The horizontal coordinates were scaled from a topographic map and have
 AA6660.an estimated accuracy of +/- 6 seconds.
 AA6660
 AA6660.The orthometric height was determined by differential leveling
 AA6660.and adjusted by the National Geodetic Survey in December 1995..
 AA6660
 AA6660.The geoid height was determined by GEOID03.
 AA6660
 AA6660.The dynamic height is computed by dividing the NAVD 88
 AA6660.geopotential number by the normal gravity value computed on the
 AA6660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6660.degrees latitude (g = 980.6199 gals.).
 AA6660
 AA6660.The modeled gravity was interpolated from observed gravity values.
 AA6660
 AA6660;                    North         East    Units  Estimated Accuracy
 AA6660;SPC FL E     -   467,480.      149,990.      MT  (+/- 180 meters Scaled)
 AA6660
 AA6660                          SUPERSEDED SURVEY CONTROL
 AA6660
 AA6660.No superseded survey control is available for this station.
 AA6660
 AA6660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM500584(NAD 83)
 AA6660_MARKER: DD = SURVEY DISK
 AA6660_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA6660_SP_SET: BRIDGE ABUTMENT
 AA6660_STAMPING: 91.21
 AA6660_MARK LOGO: FLDNR 
 AA6660_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6660+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1994
 AA6660
 AA6660  HISTORY     - Date     Condition        Report By
 AA6660  HISTORY     - 1984     MONUMENTED       FLDT
 AA6660  HISTORY     - 19840626 GOOD             FL-095
 AA6660  HISTORY     - 19940210 GOOD             NGS
 AA6660
 AA6660                          STATION DESCRIPTION
 AA6660
 AA6660'DESCRIBED BY ORANGE COUNTY FLORIDA 1984
 AA6660'BEGIN AT THE WEST JUNCTION OF THE EAST-WEST EXPRESSWAY WITH STATE ROAD
 AA6660'50, GO 2.9 MI (4.7 KM) WEST ON STATE ROAD 50 TO THE MARK.  THE MARK
 AA6660'BEARS 23 FT (7.0 M) NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 AA6660'THE HIGHWEAY AND IS SET IN THE BRIDGE ABUTMENT AT THE NORTHWEST CORNER
 AA6660'OF A SMALL BRIDGE OVER LAKE LOTTA.  IN SECTION 21, TOWNSHIP 22 SOUTH,
 AA6660'RANGE 28 EAST.  SITE SUITABILITY FOR GPS OCCUPATION NOT DETERMINED.
 AA6660
 AA6660                          STATION RECOVERY (1994)
 AA6660
 AA6660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AA6660'THE MARK IS ABOUT 2.35 MI (3.78 KM) SOUTHEAST 0F OCOEE IN THE SMALL
 AA6660'BRIDGE OVER LAKE LOTTA IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 28
 AA6660'EAST.  TO REACH THE MARK FROM THE FLORIDA TURNPIKE INTERCHANGE NUMBER
 AA6660'80 (WINTER GARDEN-OCOEE) , SOUTHEAST OF WINTER GARDEN AND SOUTHWEST OF
 AA6660'OCOEE, GO EAST ON STATE ROAD 50 (WEST COLONIAL DRIVE) FOR 2.45 MI
 AA6660'(3.94 KM) TO A SMALL BRIDGE OVER LAKE LOTTA AND THE MARK ON THE LEFT
 AA6660'IN TOP OF THE CONCRETE ABUTMENT 0.4 FT (12.2 CM) ABOVE THE LEVEL OF
 AA6660'THE ROAD, IN THE NORTHWEST CORNER OF THE NORTH CONCRETE ABUTMENT, 24.3
 AA6660'FT (7.4 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9874 ***********************************************************************
 AC9874  DESIGNATION -  9.1.61
 AC9874  PID         -  AC9874
 AC9874  STATE/COUNTY-  FL/PUTNAM
 AC9874  USGS QUAD   -  RODMAN (1993)
 AC9874
 AC9874                         *CURRENT SURVEY CONTROL
 AC9874  ___________________________________________________________________
 AC9874* NAD 83(1986)-  29 32 34.     (N)    081 50 01.     (W)     SCALED    
 AC9874* NAVD 88     -         7.059  (meters)      23.16   (feet)  ADJUSTED  
 AC9874  ___________________________________________________________________
 AC9874  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AC9874  DYNAMIC HT  -           7.050 (meters)      23.13  (feet)  COMP
 AC9874  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AC9874
 AC9874  VERT ORDER  -  SECOND    CLASS I
 AC9874
 AC9874.The horizontal coordinates were scaled from a topographic map and have
 AC9874.an estimated accuracy of +/- 6 seconds.
 AC9874
 AC9874.The orthometric height was determined by differential leveling
 AC9874.and adjusted by the National Geodetic Survey in September 1997..
 AC9874
 AC9874.The geoid height was determined by GEOID03.
 AC9874
 AC9874.The dynamic height is computed by dividing the NAVD 88
 AC9874.geopotential number by the normal gravity value computed on the
 AC9874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9874.degrees latitude (g = 980.6199 gals.).
 AC9874
 AC9874.The modeled gravity was interpolated from observed gravity values.
 AC9874
 AC9874;                    North         East    Units  Estimated Accuracy
 AC9874;SPC FL E     -   577,480.      119,210.      MT  (+/- 180 meters Scaled)
 AC9874
 AC9874                          SUPERSEDED SURVEY CONTROL
 AC9874
 AC9874.No superseded survey control is available for this station.
 AC9874
 AC9874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN192684(NAD 83)
 AC9874_MARKER: DD = SURVEY DISK
 AC9874_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC9874_SP_SET: BRIDGE ABUTMENT
 AC9874_STAMPING: USCE 9.1.61.
 AC9874_MARK LOGO: USE   
 AC9874_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9874+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1996
 AC9874
 AC9874  HISTORY     - Date     Condition        Report By
 AC9874  HISTORY     - UNK      MONUMENTED
 AC9874  HISTORY     - 19960727 GOOD             FLDEP
 AC9874
 AC9874                          STATION DESCRIPTION
 AC9874
 AC9874'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9874'THE MARK IS ABOUT 15.3 MI (24.6 KM) SOUTH OF PALATKA, 14.9 MI (24.0
 AC9874'KM) NORTH OF SALT SPRINGS ON COUNTY ROAD 310 IN SECTION 18, TOWNSHIP
 AC9874'11 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE CITY HALL IN
 AC9874'PALATKA ON U.S. HIGHWAY 17 (REID STREET, STATE ROAD 100), STATE ROAD
 AC9874'100), GO WEST ON U.S. HIGHWAY 17 (REID STREET, STATE ROAD 100) FOR 1.7
 AC9874'MI (2.7 KM) TO THE JUNCTION OF STATE ROAD 100 ON THE LEFT, TURN LEFT
 AC9874'ON STATE ROAD 100 AND GO NORTHWEST FOR 0.8 MI (1.3 KM) TO THE
 AC9874'INTERSECTION OF STATE ROAD 19, TURN LEFT ON STATE ROAD 19 AND GO
 AC9874'SOUTH-SOUTHWEST FOR 10.25 MI (16.50 KM) TO THE Y-JUNCTION OF COUNTY
 AC9874'ROAD 310 ON THE RIGHT, BEAR RIGHT ON COUNTY ROAD 310 AND GO SOUTHWEST
 AC9874'THEN WEST FOR 4.9 MI (7.9 KM) TO THE EAST END OF DEER CREEK BRIDGE AND
 AC9874'THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST BRIDGE CORNER OF THE
 AC9874'BRIDGE, 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 AC9874'M) ABOVE COUNTY ROAD 310,  17.8 FT (5.4 M) NORTH OF THE CENTERLINE OF
 AC9874'COUNTY ROAD 310, 3.1 FT (0.9 M) NORTH-NORTHWEST OF THE WEST END OF A
 AC9874'METAL GUARD RAIL AND 0.5 FT (15.2 CM) SOUTH OF THE NORTH END OF THE
 AC9874'BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1297 ***********************************************************************
 AQ1297  DESIGNATION -  91.96=I 4 S 2 FLHD
 AQ1297  PID         -  AQ1297
 AQ1297  STATE/COUNTY-  FL/VOLUSIA
 AQ1297  USGS QUAD   -  DAYTONA BEACH SW (1962)
 AQ1297
 AQ1297                         *CURRENT SURVEY CONTROL
 AQ1297  ___________________________________________________________________
 AQ1297* NAD 83(1986)-  29 00 16.     (N)    081 14 30.     (W)     SCALED    
 AQ1297* NAVD 88     -        29.512  (meters)      96.82   (feet)  ADJUSTED  
 AQ1297  ___________________________________________________________________
 AQ1297  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AQ1297  DYNAMIC HT  -          29.471 (meters)      96.69  (feet)  COMP
 AQ1297  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 AQ1297
 AQ1297  VERT ORDER  -  FIRST     CLASS II
 AQ1297
 AQ1297.The horizontal coordinates were scaled from a topographic map and have
 AQ1297.an estimated accuracy of +/- 6 seconds.
 AQ1297
 AQ1297.The orthometric height was determined by differential leveling
 AQ1297.and adjusted by the National Geodetic Survey in June 1991..
 AQ1297
 AQ1297.The geoid height was determined by GEOID03.
 AQ1297
 AQ1297.The dynamic height is computed by dividing the NAVD 88
 AQ1297.geopotential number by the normal gravity value computed on the
 AQ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1297.degrees latitude (g = 980.6199 gals.).
 AQ1297
 AQ1297.The modeled gravity was interpolated from observed gravity values.
 AQ1297
 AQ1297;                    North         East    Units  Estimated Accuracy
 AQ1297;SPC FL E     -   517,550.      176,460.      MT  (+/- 180 meters Scaled)
 AQ1297
 AQ1297                          SUPERSEDED SURVEY CONTROL
 AQ1297
 AQ1297  NGVD 29 (09/01/92)   29.839  (m)           97.90   (f) ADJUSTED    1 2
 AQ1297
 AQ1297.Superseded values are not recommended for survey control.
 AQ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1297.See file dsdata.txt to determine how the superseded data were derived.
 AQ1297
 AQ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN764085(NAD 83)
 AQ1297_MARKER: DD = SURVEY DISK
 AQ1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1297_SP_SET: OVERPASS
 AQ1297_STAMPING: 91.96
 AQ1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1297
 AQ1297  HISTORY     - Date     Condition        Report By
 AQ1297  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1297  HISTORY     - 1963     GOOD             NGS
 AQ1297  HISTORY     - 1976     GOOD             NGS
 AQ1297  HISTORY     - 1978     GOOD             NGS
 AQ1297  HISTORY     - 19910402 GOOD             USPSQD
 AQ1297
 AQ1297                          STATION DESCRIPTION
 AQ1297
 AQ1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AQ1297'2.4 MI NW FROM LAKE HELEN.
 AQ1297'2.4 MILES NORTHWEST ALONG STATE HIGHWAY S 430 A FROM THE LAKE
 AQ1297'HELEN SCHOOL AT LAKE HELEN, SET ON THE TOP OF THE WEST END OF THE
 AQ1297'SOUTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY S 430 A OVERPASS
 AQ1297'OVER INTERSTATE HIGHWAY 4, 18 FEET SOUTH OF THE CENTER LINE OF
 AQ1297'THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE GUARD RAIL AND
 AQ1297'2 FEET ABOVE THE LEVEL OF THE BRIDGE SIDEWALK.
 AQ1297
 AQ1297                          STATION RECOVERY (1976)
 AQ1297
 AQ1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1297'RECOVERED IN GOOD CONDITION.
 AQ1297
 AQ1297                          STATION RECOVERY (1978)
 AQ1297
 AQ1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AQ1297'2.5 MILES NORTH ALONG STATE ROUTE 430A FROM CITY HALL IN LAKE HELEN
 AQ1297'TO THE MARK ON THE LEFT, SET IN TOP OF THE NORTHWEST CONCRETE
 AQ1297'ABUTMENT OF HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY 4, 18.5 FEET WEST
 AQ1297'OF THE CENTER LINE OF HIGHWAY.
 AQ1297'THE MARK IS 2 FT ABOVE HIGHWAY.
 AQ1297
 AQ1297                          STATION RECOVERY (1991)
 AQ1297
 AQ1297'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2896 ***********************************************************************
 BE2896  DESIGNATION -  92 14 WLC USGS
 BE2896  PID         -  BE2896
 BE2896  STATE/COUNTY-  FL/CALHOUN
 BE2896  USGS QUAD   -  JUNIPER CREEK (1982)
 BE2896
 BE2896                         *CURRENT SURVEY CONTROL
 BE2896  ___________________________________________________________________
 BE2896* NAD 83(1986)-  30 25 36.     (N)    085 17 41.     (W)     SCALED    
 BE2896* NAVD 88     -        27.868  (meters)      91.43   (feet)  ADJUSTED  
 BE2896  ___________________________________________________________________
 BE2896  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BE2896  DYNAMIC HT  -          27.831 (meters)      91.31  (feet)  COMP
 BE2896  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 BE2896
 BE2896  VERT ORDER  -  SECOND    CLASS I
 BE2896
 BE2896.The horizontal coordinates were scaled from a topographic map and have
 BE2896.an estimated accuracy of +/- 6 seconds.
 BE2896
 BE2896.The orthometric height was determined by differential leveling
 BE2896.and adjusted by the National Geodetic Survey in June 1991..
 BE2896
 BE2896.The geoid height was determined by GEOID03.
 BE2896
 BE2896.The dynamic height is computed by dividing the NAVD 88
 BE2896.geopotential number by the normal gravity value computed on the
 BE2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2896.degrees latitude (g = 980.6199 gals.).
 BE2896
 BE2896.The modeled gravity was interpolated from observed gravity values.
 BE2896
 BE2896;                    North         East    Units  Estimated Accuracy
 BE2896;SPC FL N     -   158,410.      523,650.      MT  (+/- 180 meters Scaled)
 BE2896
 BE2896                          SUPERSEDED SURVEY CONTROL
 BE2896
 BE2896.No superseded survey control is available for this station.
 BE2896
 BE2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU637673(NAD 83)
 BE2896_MARKER: DB = BENCH MARK DISK
 BE2896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2896_SP_SET: CONCRETE CULVERT
 BE2896_STAMPING: 92 14 WLC 1976
 BE2896_MARK LOGO: USGS  
 BE2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2896+STABILITY: SURFACE MOTION
 BE2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE2896+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002
 BE2896
 BE2896  HISTORY     - Date     Condition        Report By
 BE2896  HISTORY     - 1976     MONUMENTED       USGS
 BE2896  HISTORY     - 1981     GOOD             FLDNR
 BE2896  HISTORY     - 19961009 GOOD             USPSQD
 BE2896  HISTORY     - 20020622 GOOD             USPSQD
 BE2896
 BE2896                          STATION DESCRIPTION
 BE2896
 BE2896'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2896'6.7 MI WEST FROM CLARKSVILLE.
 BE2896'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 6.7 MILES WEST
 BE2896'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 29.9 FEET
 BE2896'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 20, 0.9 FOOT SOUTHWEST OF
 BE2896'THE NORTHEAST END OF A CONCRETE CULVERT, 2.1 FEET NORTHWEST OF THE
 BE2896'EDGE OF A 2-FOOT HIGH STEEL GUARDRAIL, 130.2 FEET SOUTHWEST OF THE
 BE2896'NORTHEASTERNMOST POST FOR THE STEEL GUARDRAIL, AND 8.4 MILES EAST OF
 BE2896'THE INTERSECTION OF U.S. HIGHWAY 231 AND STATE HIGHWAY 20.  THE MARK
 BE2896'IS SET FLUSH IN A FOUR-SPAN CONCRETE BOX CULVERT OVER JUNIPER CREEK,
 BE2896'AND 2.2 FEET BELOW THE ROAD.
 BE2896
 BE2896                          STATION RECOVERY (1996)
 BE2896
 BE2896'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2896'RECOVERED IN GOOD CONDITION.
 BE2896
 BE2896                          STATION RECOVERY (2002)
 BE2896
 BE2896'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE2896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6747 ***********************************************************************
 DF6747  DESIGNATION -  92 97
 DF6747  PID         -  DF6747
 DF6747  STATE/COUNTY-  FL/OSCEOLA
 DF6747  USGS QUAD   -  CYPRESS LAKE (1987)
 DF6747
 DF6747                         *CURRENT SURVEY CONTROL
 DF6747  ___________________________________________________________________
 DF6747* NAD 83(1986)-  28 07 17.     (N)    081 17 09.     (W)     SCALED    
 DF6747* NAVD 88     -        23.600  (meters)      77.43   (feet)  ADJUSTED  
 DF6747  ___________________________________________________________________
 DF6747  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DF6747  DYNAMIC HT  -          23.565 (meters)      77.31  (feet)  COMP
 DF6747  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 DF6747
 DF6747  VERT ORDER  -  SECOND    CLASS I
 DF6747
 DF6747.The horizontal coordinates were scaled from a topographic map and have
 DF6747.an estimated accuracy of +/- 6 seconds.
 DF6747
 DF6747.The orthometric height was determined by differential leveling
 DF6747.and adjusted by the National Geodetic Survey in April 2004..
 DF6747.No vertical observational check was made to the station.
 DF6747
 DF6747.The geoid height was determined by GEOID03.
 DF6747
 DF6747.The dynamic height is computed by dividing the NAVD 88
 DF6747.geopotential number by the normal gravity value computed on the
 DF6747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6747.degrees latitude (g = 980.6199 gals.).
 DF6747
 DF6747.The modeled gravity was interpolated from observed gravity values.
 DF6747
 DF6747;                    North         East    Units  Estimated Accuracy
 DF6747;SPC FL E     -   419,690.      171,920.      MT  (+/- 180 meters Scaled)
 DF6747
 DF6747                          SUPERSEDED SURVEY CONTROL
 DF6747
 DF6747.No superseded survey control is available for this station.
 DF6747
 DF6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM719106(NAD 83)
 DF6747_MARKER: DD = SURVEY DISK
 DF6747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF6747_SP_SET: TUNNEL RETAINING WALL
 DF6747_STAMPING: BM 92 97
 DF6747_MARK LOGO: FLDT  
 DF6747_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6747+STABILITY: SURFACE MOTION
 DF6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6747+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DF6747
 DF6747  HISTORY     - Date     Condition        Report By
 DF6747  HISTORY     - UNK      MONUMENTED       FLDT
 DF6747  HISTORY     - 20010720 GOOD             FLDEP
 DF6747
 DF6747                          STATION DESCRIPTION
 DF6747
 DF6747'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6747'THE MARK IS ABOUT 38.6 MI NORTH OF YEEHAW JUNCTION, 12.3 MI SOUTHEAST
 DF6747'OF ST. CLOUD, 2.0 MI
 DF6747'NORTH OF CANOE CREEK SERVICE PLAZA, IN SECTION 23, TOWNSHIP 27 SOUTH,
 DF6747'RANGE 30 EAST.
 DF6747' 
 DF6747'TO REACH THE MARK FROM THE INTERCHANGE 244 OVERPASS AND THE FLORIDA
 DF6747'TURNPIKE
 DF6747'NORTHWEST OF ST. CLOUD, GO SOUTHEAST ON THE FLORIDA TURNPIKE FOR 8.05
 DF6747'TO THE TOLL
 DF6747'BOOTH, CONTINUE SOUTH ON THE FLORIDA TURNPIKE FOR 4.25 MI TO THE MARK
 DF6747'ON THE LEFT, SET IN
 DF6747'THE TOP OF A CONCRETE FOUNDATION OVER THE SOUTH WALL OF A TUNNEL UNDER
 DF6747'THE FLORIDA
 DF6747'TURNPIKE, FLUSH WITH THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 DF6747'FLORIDA
 DF6747'TURNPIKE.
 DF6747' 
 DF6747'LOCATED 32.9 FT WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DF6747'FLORIDA
 DF6747'TURNPIKE, 32.2 FT EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DF6747'THE FLORIDA
 DF6747'TURNPIKE AND 1.0 FT NORTH OF THE SOUTH END OF THE FOUNDATION.
 DF6747' 
 DF6747'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7657 ***********************************************************************
 AJ7657  DESIGNATION -  92 99 A 1032
 AJ7657  PID         -  AJ7657
 AJ7657  STATE/COUNTY-  FL/OSCEOLA
 AJ7657  USGS QUAD   -  HOLOPAW (1970)
 AJ7657
 AJ7657                         *CURRENT SURVEY CONTROL
 AJ7657  ___________________________________________________________________
 AJ7657* NAD 83(1986)-  28 07 52.     (N)    081 00 39.     (W)     SCALED    
 AJ7657* NAVD 88     -        16.575  (meters)      54.38   (feet)  ADJUSTED  
 AJ7657  ___________________________________________________________________
 AJ7657  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AJ7657  DYNAMIC HT  -          16.550 (meters)      54.30  (feet)  COMP
 AJ7657  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 AJ7657
 AJ7657  VERT ORDER  -  SECOND    CLASS I
 AJ7657
 AJ7657.The horizontal coordinates were scaled from a topographic map and have
 AJ7657.an estimated accuracy of +/- 6 seconds.
 AJ7657
 AJ7657.The orthometric height was determined by differential leveling
 AJ7657.and adjusted by the National Geodetic Survey in March 2002..
 AJ7657
 AJ7657.The geoid height was determined by GEOID03.
 AJ7657
 AJ7657.The dynamic height is computed by dividing the NAVD 88
 AJ7657.geopotential number by the normal gravity value computed on the
 AJ7657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7657.degrees latitude (g = 980.6199 gals.).
 AJ7657
 AJ7657.The modeled gravity was interpolated from observed gravity values.
 AJ7657
 AJ7657;                    North         East    Units  Estimated Accuracy
 AJ7657;SPC FL E     -   420,740.      198,940.      MT  (+/- 180 meters Scaled)
 AJ7657
 AJ7657                          SUPERSEDED SURVEY CONTROL
 AJ7657
 AJ7657.No superseded survey control is available for this station.
 AJ7657
 AJ7657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM989117(NAD 83)
 AJ7657_MARKER: DD = SURVEY DISK
 AJ7657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7657_STAMPING: 92 99 A 1032
 AJ7657_MARK LOGO: FLDT  
 AJ7657_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7657+STABILITY: SURFACE MOTION
 AJ7657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7657+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 AJ7657
 AJ7657  HISTORY     - Date     Condition        Report By
 AJ7657  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7657  HISTORY     - 20000811 GOOD             FLDEP
 AJ7657
 AJ7657                          STATION DESCRIPTION
 AJ7657
 AJ7657'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 AJ7657'THE MARK IS ABOUT 25.2 MI (40.6 KM) WEST OF MELBOURNE, 4.2 MI (6.8 KM)
 AJ7657'EAST OF HOLOPAW, IN SECTION 15, TOWNSHIP 27 SOUTH, RANGE 33 EAST. TO
 AJ7657'REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAY 441 (HOLOPAW ROAD)
 AJ7657'AND U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY ROAD 500) IN
 AJ7657'HOLOPAW, GO EAST ON U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY
 AJ7657'ROAD 500) FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF CRABGRASS ROAD ON THE
 AJ7657'RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT
 AJ7657'RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ7657'LEVEL OF U.S.  HIGHWAY 192. LOCATED 125.0 FT (38.1 M) SOUTH OF THE
 AJ7657'CENTERLINE OF U.S.  HIGHWAY 192, 39.3 FT (12.0 M) WEST OF THE
 AJ7657'APPROXIMATE CENTERLINE OF CRABGRASS ROAD, 4.0 FT (1.2 M) EAST OF A
 AJ7657'BARBWIRE FENCE, 1.1.  FT (0.3 M) EAST OF A CARSONITE WITNESS POST AND
 AJ7657'1.1 FT (0.3 M) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2402 ***********************************************************************
 BC2402  DESIGNATION -  92 CMP
 BC2402  PID         -  BC2402
 BC2402  STATE/COUNTY-  FL/NASSAU
 BC2402  USGS QUAD   -  HILLIARD (1992)
 BC2402
 BC2402                         *CURRENT SURVEY CONTROL
 BC2402  ___________________________________________________________________
 BC2402* NAD 83(1986)-  30 41 48.     (N)    081 54 40.     (W)     SCALED    
 BC2402* NAVD 88     -         8.891  (meters)      29.17   (feet)  ADJUSTED  
 BC2402  ___________________________________________________________________
 BC2402  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BC2402  DYNAMIC HT  -           8.879 (meters)      29.13  (feet)  COMP
 BC2402  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 BC2402
 BC2402  VERT ORDER  -  FIRST     CLASS II
 BC2402
 BC2402.The horizontal coordinates were scaled from a topographic map and have
 BC2402.an estimated accuracy of +/- 6 seconds.
 BC2402
 BC2402.The orthometric height was determined by differential leveling
 BC2402.and adjusted by the National Geodetic Survey in June 1991..
 BC2402
 BC2402.The geoid height was determined by GEOID03.
 BC2402
 BC2402.The dynamic height is computed by dividing the NAVD 88
 BC2402.geopotential number by the normal gravity value computed on the
 BC2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2402.degrees latitude (g = 980.6199 gals.).
 BC2402
 BC2402.The modeled gravity was interpolated from observed gravity values.
 BC2402
 BC2402;                    North         East    Units  Estimated Accuracy
 BC2402;SPC FL E     -   705,450.      112,710.      MT  (+/- 180 meters Scaled)
 BC2402
 BC2402                          SUPERSEDED SURVEY CONTROL
 BC2402
 BC2402  NGVD 29 (09/01/92)    9.188  (m)           30.14   (f) ADJUSTED    1 2
 BC2402
 BC2402.Superseded values are not recommended for survey control.
 BC2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2402.See file dsdata.txt to determine how the superseded data were derived.
 BC2402
 BC2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP127963(NAD 83)
 BC2402_MARKER: DD = SURVEY DISK
 BC2402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2402_SP_SET: BRIDGE CURB
 BC2402_STAMPING: 92 CMP 1970
 BC2402_MARK LOGO: USGS  
 BC2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2402+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1995
 BC2402
 BC2402  HISTORY     - Date     Condition        Report By
 BC2402  HISTORY     - 1970     MONUMENTED       USGS
 BC2402  HISTORY     - 1985     GOOD             FLDNR
 BC2402  HISTORY     - 19900110 GOOD             FLDNR
 BC2402  HISTORY     - 19950217 GOOD             NGS
 BC2402
 BC2402                          STATION DESCRIPTION
 BC2402
 BC2402'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2402'0.5 MI NE FROM HILLIARD.
 BC2402'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2402'108, GO 0.5 MILE NORTHEAST ON C 108 TO A SMALL BRIDGE AND THE MARK.
 BC2402'THE MARK IS SET IN THE NORTHWEST CURBING AT THE NORTHEAST END OF THE
 BC2402'BRIDGE, 11 FEET NORTHWEST OF THE CENTERLINE OF C 108.
 BC2402
 BC2402                          STATION RECOVERY (1990)
 BC2402
 BC2402'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 BC2402'THE MARK IS IN HILLIARD IN SECTION 9, T 3 N, R 24 E.
 BC2402'TO REACH THE MARK FROM THE POST OFFICE IN HILLIARD, GO SOUTHEAST ON
 BC2402'U.S. HIGHWAY 1, 23, 301 FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF
 BC2402'COUNTY ROAD 108 (SECOND STREET), TURN LEFT ON COUNTY ROAD 108 (SECOND
 BC2402'STREET) AND GO NORTHEAST FOR 0.55 MI (0.89 KM) TO THE MARK ON THE
 BC2402'LEFT, SET ON THE TOP OF THE NORTHWEST CURB AT THE NORTHEAST END OF
 BC2402'THE BRIDGE, NUMBER 740041, LEVEL WITH THE ROAD.  JUST BEFORE THE
 BC2402'JUNCTION OF COUNTY ROAD 105-A.
 BC2402'LOCATED 12.8 FT (3.9 M) WEST-NORTHWEST OF THE CENTERLINE OF COUNTY
 BC2402'ROAD 108 (SECOND STREET) AND 0.9 FT (27.4 CM) SOUTHWEST OF THE
 BC2402'NORTHEAST END OF THE BRIDGE.
 BC2402
 BC2402                          STATION RECOVERY (1995)
 BC2402
 BC2402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 BC2402'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9851 ***********************************************************************
 AC9851  DESIGNATION -  92 JAS
 AC9851  PID         -  AC9851
 AC9851  STATE/COUNTY-  FL/MARION
 AC9851  USGS QUAD   -  SALT SPRINGS (1994)
 AC9851
 AC9851                         *CURRENT SURVEY CONTROL
 AC9851  ___________________________________________________________________
 AC9851* NAD 83(1986)-  29 17 50.     (N)    081 39 48.     (W)     SCALED    
 AC9851* NAVD 88     -        13.808  (meters)      45.30   (feet)  ADJUSTED  
 AC9851  ___________________________________________________________________
 AC9851  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AC9851  DYNAMIC HT  -          13.789 (meters)      45.24  (feet)  COMP
 AC9851  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 AC9851
 AC9851  VERT ORDER  -  SECOND    CLASS I
 AC9851
 AC9851.The horizontal coordinates were scaled from a topographic map and have
 AC9851.an estimated accuracy of +/- 6 seconds.
 AC9851
 AC9851.The orthometric height was determined by differential leveling
 AC9851.and adjusted by the National Geodetic Survey in September 1997..
 AC9851
 AC9851.Photographs are available for this station.
 AC9851
 AC9851.The geoid height was determined by GEOID03.
 AC9851
 AC9851.The dynamic height is computed by dividing the NAVD 88
 AC9851.geopotential number by the normal gravity value computed on the
 AC9851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9851.degrees latitude (g = 980.6199 gals.).
 AC9851
 AC9851.The modeled gravity was interpolated from observed gravity values.
 AC9851
 AC9851;                    North         East    Units  Estimated Accuracy
 AC9851;SPC FL W     -   550,020.      232,710.      MT  (+/- 180 meters Scaled)
 AC9851
 AC9851                          SUPERSEDED SURVEY CONTROL
 AC9851
 AC9851.No superseded survey control is available for this station.
 AC9851
 AC9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN355410(NAD 83)
 AC9851_MARKER: DD = SURVEY DISK
 AC9851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9851_SP_SET: CULVERT HEADWALL
 AC9851_STAMPING: 92 JAS 1966 46
 AC9851_MARK LOGO: USGS  
 AC9851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9851+STABILITY: SURFACE MOTION
 AC9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9851+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9851
 AC9851  HISTORY     - Date     Condition        Report By
 AC9851  HISTORY     - 1966     MONUMENTED       USGS
 AC9851  HISTORY     - 19960814 GOOD             FLDEP
 AC9851  HISTORY     - 20040628 GOOD             FLDEP
 AC9851
 AC9851                          STATION DESCRIPTION
 AC9851
 AC9851'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9851'THE MARK IS ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF SALT SPRINGS IN
 AC9851'SECTION 11, TOWNSHIP 14 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 AC9851'THE JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9851'SALT SPRINGS, GO SOUTH THEN SOUTHEAST ON STATE ROAD 19 FOR 6.5 MI
 AC9851'(10.5 KM) TO THE JUNCTION OF FOREST ROAD NUMBER 90 ON THE RIGHT,
 AC9851'CONTINUE SOUTHEAST ON STATE ROAD 19 FOR 0.1 MI (0.2 KM) TO THE MARK ON
 AC9851'THE RIGHT, SET IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE CULVERT
 AC9851'HEADWALL ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 19.
 AC9851'LOCATED 75.5 FT (23.0 M) NORTHWEST OF A WOODEN FOREST ROAD 90 SIGN,
 AC9851'25.5 FT (7.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AC9851'19, 11.8 FT (3.6 M) SOUTHEAST OF THE NORTHEAST END OF THE CULVERT
 AC9851'HEADWALL AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
 AC9851
 AC9851                          STATION RECOVERY (2004)
 AC9851
 AC9851'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9851'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0920 ***********************************************************************
 AK0920  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0920  DESIGNATION -  9.21
 AK0920  PID         -  AK0920
 AK0920  STATE/COUNTY-  FL/BREVARD
 AK0920  USGS QUAD   -  TITUSVILLE (1988)
 AK0920
 AK0920                         *CURRENT SURVEY CONTROL
 AK0920  ___________________________________________________________________
 AK0920* NAD 83(1986)-  28 37 05.     (N)    080 48 08.     (W)     SCALED    
 AK0920* NAVD 88     -         2.385  (meters)       7.82   (feet)  ADJUSTED  
 AK0920  ___________________________________________________________________
 AK0920  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK0920  DYNAMIC HT  -           2.382 (meters)       7.81  (feet)  COMP
 AK0920  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 AK0920
 AK0920  VERT ORDER  -  FIRST     CLASS II
 AK0920
 AK0920.The horizontal coordinates were scaled from a topographic map and have
 AK0920.an estimated accuracy of +/- 6 seconds.
 AK0920
 AK0920.The orthometric height was determined by differential leveling
 AK0920.and adjusted by the National Geodetic Survey in May 1994..
 AK0920.WARNING-Repeat measurements at this control monument indicate possible
 AK0920.vertical movement.
 AK0920
 AK0920.This Tidal Bench Mark is designated as VM 5345
 AK0920.by the Center for Operational Oceanographic Products and Services.
 AK0920
 AK0920.The geoid height was determined by GEOID03.
 AK0920
 AK0920.The dynamic height is computed by dividing the NAVD 88
 AK0920.geopotential number by the normal gravity value computed on the
 AK0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0920.degrees latitude (g = 980.6199 gals.).
 AK0920
 AK0920.The modeled gravity was interpolated from observed gravity values.
 AK0920
 AK0920;                    North         East    Units  Estimated Accuracy
 AK0920;SPC FL E     -   474,720.      219,340.      MT  (+/- 180 meters Scaled)
 AK0920
 AK0920                          SUPERSEDED SURVEY CONTROL
 AK0920
 AK0920  NAVD 88 (06/15/91)    2.388  (m)            7.83   (f) UNKNOWN     1 2
 AK0920  NGVD 29 (09/01/92)    2.778  (m)            9.11   (f) ADJUSTED    1 2
 AK0920
 AK0920.Superseded values are not recommended for survey control.
 AK0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0920.See file dsdata.txt to determine how the superseded data were derived.
 AK0920
 AK0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM193656(NAD 83)
 AK0920_MARKER: DD = SURVEY DISK
 AK0920_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK0920_SP_SET: BRIDGE ABUTMENT
 AK0920_STAMPING: 9.21
 AK0920_MARK LOGO: FLHD  
 AK0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0920+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AK0920
 AK0920  HISTORY     - Date     Condition        Report By
 AK0920  HISTORY     - UNK      MONUMENTED       FLHD
 AK0920  HISTORY     - 1970     GOOD             NGS
 AK0920  HISTORY     - 1984     GOOD             USPSQD
 AK0920  HISTORY     - 1986     GOOD             USPSQD
 AK0920  HISTORY     - 19910221 GOOD             NGS
 AK0920  HISTORY     - 19991006 GOOD             FLDEP
 AK0920  HISTORY     - 20060127 GOOD             USPSQD
 AK0920
 AK0920                          STATION DESCRIPTION
 AK0920
 AK0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0920'0.4 MI NE FROM TITUSVILLE.
 AK0920'ABOUT 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 402 FROM THE
 AK0920'JUNCTION OF U.S. HIGHWAY 1 AT TITUSVILLE, SET ON THE TOP OF THE
 AK0920'NORTHWEST END OF THE NORTHEAST ABUTMENT FOR A 150-FOOT BRIDGE,
 AK0920'ABOUT 0.2 MILE SOUTHWEST OF THE SOUTHWEST END OF THE LARGE
 AK0920'DRAWBRIDGE OVER THE INDIAN RIVER, 17.6 FEET NORTHWEST OF THE
 AK0920'CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 AK0920'OF THE HIGHWAY.  NOTE-- THIS BRIDGE IS THE SOUTHEAST ONE OF
 AK0920'TWO BRIDGES NEAR THIS LOCATION, THIS BRIDGE IS FOR THE
 AK0920'NORTHEAST BOUND TRAFFIC.
 AK0920
 AK0920                          STATION RECOVERY (1984)
 AK0920
 AK0920'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0920'RECOVERED IN GOOD CONDITION.
 AK0920
 AK0920                          STATION RECOVERY (1986)
 AK0920
 AK0920'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AK0920'RECOVERED IN GOOD CONDITION.
 AK0920
 AK0920                          STATION RECOVERY (1991)
 AK0920
 AK0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK0920'0.5 KM (0.3 MI) EASTERLY ALONG STATE HIGHWAY 402 EAST (A MAX BREWER
 AK0920'MEMORIAL PARKWAY) FROM THE JUNCTION OF U.S. HIGHWAY 1 (WASHINGTON
 AK0920'AVENUE) IN TITUSVILLE, IN TOP OF AND 1.0 M (3.3 FT) SOUTHEAST OF THE
 AK0920'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE EASTBOUND
 AK0920'HIGHWAY BRIDGE SPANNING THE WEST BRANCH OF THE INDIAN RIVER, AND 5.4
 AK0920'M (17.7 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
 AK0920
 AK0920                          STATION RECOVERY (1999)
 AK0920
 AK0920'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AK0920'THE MARK IS IN TITUSVILLE AT THE NORTHEAST END OF BRIDGE NUMBER 704125
 AK0920'ON THE WEST SIDE OF THE INDIAN RIVER IN SECTION 34, TOWNSHIP 21 SOUTH,
 AK0920'RANGE 35 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY
 AK0920'402 (STATE ROAD 406) AND U.S. HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN
 AK0920'TITUSVILLE, GO EAST ON STATE HIGHWAY 402 (A MAX BREWER MEMORIAL
 AK0920'PARKWAY) FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AK0920'OF THE NORTHEAST ABUTMENT OF BRIDGE NUMBER 704125 ABOUT 0.5 FT (15.2
 AK0920'CM) ABOVE THE LEVEL OF STATE HIGHWAY 402. LOCATED 149.2 FT (45.5 M)
 AK0920'EAST-NORTHEAST OF SURVEY DISK NUMBER Z 131, 145.5 FT (44.3 M)
 AK0920'NORTHEAST OF THE NORTHWEST CORNER OF THE NORTHWEST BRIDGE ABUTMENT,
 AK0920'69.3 FT (21.1 M) SOUTH-SOUTHEAST OF SURVEY DISK NUMBER C 305, 38.3 FT
 AK0920'(11.7 M) NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 AK0920'BRIDGE ABUTMENT, 17.7 FT (5.4 M) NORTH-NORTHWEST OF THE APPROXIMATE
 AK0920'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 402, 4.9 FT (1.5 M)
 AK0920'WEST-SOUTHWEST OF A CARSONITE WITNESS POST AND 3.5 FT (1.1 M)
 AK0920'SOUTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT.
 AK0920
 AK0920                          STATION RECOVERY (2006)
 AK0920
 AK0920'RECOVERY NOTE BY US POWER SQUADRON 2006 (SS)
 AK0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6258 ***********************************************************************
 DG6258  DESIGNATION -  9299A
 DG6258  PID         -  DG6258
 DG6258  STATE/COUNTY-  FL/OSCEOLA
 DG6258  USGS QUAD   -  ASHTON (1981)
 DG6258
 DG6258                         *CURRENT SURVEY CONTROL
 DG6258  ___________________________________________________________________
 DG6258* NAD 83(1986)-  28 11 44.     (N)    081 09 47.     (W)     SCALED    
 DG6258* NAVD 88     -        23.717  (meters)      77.81   (feet)  ADJUSTED  
 DG6258  ___________________________________________________________________
 DG6258  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DG6258  DYNAMIC HT  -          23.682 (meters)      77.70  (feet)  COMP
 DG6258  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 DG6258
 DG6258  VERT ORDER  -  SECOND    CLASS I
 DG6258
 DG6258.The horizontal coordinates were scaled from a topographic map and have
 DG6258.an estimated accuracy of +/- 6 seconds.
 DG6258
 DG6258.The orthometric height was determined by differential leveling
 DG6258.and adjusted by the National Geodetic Survey in September 2004..
 DG6258
 DG6258.The geoid height was determined by GEOID03.
 DG6258
 DG6258.The dynamic height is computed by dividing the NAVD 88
 DG6258.geopotential number by the normal gravity value computed on the
 DG6258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6258.degrees latitude (g = 980.6199 gals.).
 DG6258
 DG6258.The modeled gravity was interpolated from observed gravity values.
 DG6258
 DG6258;                    North         East    Units  Estimated Accuracy
 DG6258;SPC FL E     -   427,890.      183,990.      MT  (+/- 180 meters Scaled)
 DG6258
 DG6258                          SUPERSEDED SURVEY CONTROL
 DG6258
 DG6258.No superseded survey control is available for this station.
 DG6258
 DG6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM839188(NAD 83)
 DG6258_MARKER: DD = SURVEY DISK
 DG6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6258_STAMPING: 9299A 1026
 DG6258_MARK LOGO: FLDT  
 DG6258_PROJECTION: RECESSED 46 CENTIMETERS
 DG6258_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6258+STABILITY: SURFACE MOTION
 DG6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6258+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002
 DG6258
 DG6258  HISTORY     - Date     Condition        Report By
 DG6258  HISTORY     - UNK      MONUMENTED       FLDT
 DG6258  HISTORY     - 20021122 GOOD             FLDEP
 DG6258
 DG6258                          STATION DESCRIPTION
 DG6258
 DG6258'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG6258'THE MARK IS ABOUT 9.6 MI EAST OF ST. CLOUD, 6.7 MI NORTHWEST OF
 DG6258'HOLOPAW, IN SECTION 25,  TOWNSHIP 26 SOUTH, RANGE 31 EAST.
 DG6258' 
 DG6258'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (HOLOPAW ROAD)
 DG6258'AND U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, STATE ROAD 15, COUNTY
 DG6258'ROAD 500) IN HOLOPAW, GO WEST  ON U.S. HIGHWAY 192, 441 (EAST BRONSON
 DG6258'HIGHWAY, STATE ROAD 15, COUNTY ROAD 500) FOR 6.55  MI TO THE JUNCTION
 DG6258'OF HICKORY TREE ROAD (COUNTY ROAD 534) ON THE LEFT, TURN LEFT ON
 DG6258'HICKORY TREE ROAD (COUNTY ROAD 534) AND GO WEST FOR 0.05 MI TO THE
 DG6258'MARK ON THE LEFT, SET  IN THE TOP OF A CONCRETE MONUMENT RECESSED 1.5
 DG6258'FT BELOW THE LEVEL OF THE GROUND AND  BELOW THE LEVEL OF HICKORY TREE
 DG6258'ROAD.
 DG6258' 
 DG6258'LOCATED 16.7 FT WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 DG6258'LEADING SOUTH, 11.3 FT  SOUTH OF THE CENTERLINE OF HICKORY TREE ROAD,
 DG6258'8.0 FT NORTHEAST OF THE NORTHEAST  CORNER OF A FENCE AND 1.4 FT NORTH
 DG6258'OF A METAL WITNESS POST.   NOTE A BAR MAGNET WAS IMBEDDED IN THE
 DG6258'GROUND ON THE SOUTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7194 ***********************************************************************
 AK7194  DESIGNATION -  93
 AK7194  PID         -  AK7194
 AK7194  STATE/COUNTY-  FL/ORANGE
 AK7194  USGS QUAD   -  BITHLO (1980)
 AK7194
 AK7194                         *CURRENT SURVEY CONTROL
 AK7194  ___________________________________________________________________
 AK7194* NAD 83(1986)-  28 33 17.     (N)    081 06 39.     (W)     SCALED    
 AK7194* NAVD 88     -        18.174  (meters)      59.63   (feet)  ADJUSTED  
 AK7194  ___________________________________________________________________
 AK7194  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AK7194  DYNAMIC HT  -          18.148 (meters)      59.54  (feet)  COMP
 AK7194  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 AK7194
 AK7194  VERT ORDER  -  SECOND    CLASS I
 AK7194
 AK7194.The horizontal coordinates were scaled from a topographic map and have
 AK7194.an estimated accuracy of +/- 6 seconds.
 AK7194
 AK7194.The orthometric height was determined by differential leveling
 AK7194.and adjusted by the National Geodetic Survey in December 1995..
 AK7194
 AK7194.The geoid height was determined by GEOID03.
 AK7194
 AK7194.The dynamic height is computed by dividing the NAVD 88
 AK7194.geopotential number by the normal gravity value computed on the
 AK7194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7194.degrees latitude (g = 980.6199 gals.).
 AK7194
 AK7194.The modeled gravity was interpolated from observed gravity values.
 AK7194
 AK7194;                    North         East    Units  Estimated Accuracy
 AK7194;SPC FL E     -   467,690.      189,160.      MT  (+/- 180 meters Scaled)
 AK7194
 AK7194                          SUPERSEDED SURVEY CONTROL
 AK7194
 AK7194.No superseded survey control is available for this station.
 AK7194
 AK7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM891586(NAD 83)
 AK7194_MARKER: DD = SURVEY DISK
 AK7194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7194_SP_SET: SQUARE CONCRETE MONUMENT
 AK7194_STAMPING: B.M. 93 ELEV. 61.07
 AK7194_MARK LOGO: FLDT  
 AK7194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7194+STABILITY: SURFACE MOTION
 AK7194
 AK7194  HISTORY     - Date     Condition        Report By
 AK7194  HISTORY     - UNK      MONUMENTED       FLDT
 AK7194  HISTORY     - 19900326 GOOD             FL-095
 AK7194  HISTORY     - 19980412 MARK NOT FOUND   USPSQD
 AK7194
 AK7194                          STATION DESCRIPTION
 AK7194
 AK7194'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7194'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7194'NORTH SIDE OF STATE HWY 50, ABOUT 80 FT (24.4 M) NORTH OF CENTER LINE
 AK7194'OF STATE HWY 50, ABOUT 45 FT (13.7 M) SOUTH OF CENTER LINE OF OLD SR
 AK7194'50 (OLD CHENEY HWY), ABOUT 400 FT (121.9 M) EAST OF CENTER LINE OF
 AK7194'BELVEDERE ROAD. T22S, R32E, SECTION 22. (DESCRIPTION SOURCE--THE
 AK7194'ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK7194
 AK7194                          STATION RECOVERY (1998)
 AK7194
 AK7194'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6274 ***********************************************************************
 AD6274  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6274  DESIGNATION -  93 79 A 20 FLDT
 AD6274  PID         -  AD6274
 AD6274  STATE/COUNTY-  FL/PALM BEACH
 AD6274  USGS QUAD   -  ROOD (1983)
 AD6274
 AD6274                         *CURRENT SURVEY CONTROL
 AD6274  ___________________________________________________________________
 AD6274* NAD 83(1986)-  26 56 05.     (N)    080 08 26.     (W)     SCALED    
 AD6274* NAVD 88     -         5.924  (meters)      19.44   (feet)  ADJUSTED  
 AD6274  ___________________________________________________________________
 AD6274  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AD6274  DYNAMIC HT  -           5.915 (meters)      19.41  (feet)  COMP
 AD6274  MODELED GRAV-     979,098.1   (mgal)                       NAVD 88
 AD6274
 AD6274  VERT ORDER  -  SECOND    CLASS I
 AD6274
 AD6274.The horizontal coordinates were scaled from a topographic map and have
 AD6274.an estimated accuracy of +/- 6 seconds.
 AD6274
 AD6274.The orthometric height was determined by differential leveling
 AD6274.and adjusted by the National Geodetic Survey in June 1991..
 AD6274
 AD6274.This Tidal Bench Mark is designated as VM 5566
 AD6274.by the Center for Operational Oceanographic Products and Services.
 AD6274
 AD6274.The geoid height was determined by GEOID03.
 AD6274
 AD6274.The dynamic height is computed by dividing the NAVD 88
 AD6274.geopotential number by the normal gravity value computed on the
 AD6274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6274.degrees latitude (g = 980.6199 gals.).
 AD6274
 AD6274.The modeled gravity was interpolated from observed gravity values.
 AD6274
 AD6274;                    North         East    Units  Estimated Accuracy
 AD6274;SPC FL E     -   288,460.      285,350.      MT  (+/- 180 meters Scaled)
 AD6274
 AD6274                          SUPERSEDED SURVEY CONTROL
 AD6274
 AD6274  NGVD 29 (09/01/92)    6.385  (m)           20.95   (f) ADJUSTED    2 1
 AD6274
 AD6274.Superseded values are not recommended for survey control.
 AD6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6274.See file dsdata.txt to determine how the superseded data were derived.
 AD6274
 AD6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK853794(NAD 83)
 AD6274_MARKER: DJ = TIDAL STATION DISK
 AD6274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6274_SP_SET: CONCRETE POST
 AD6274_STAMPING: 93 79 A20
 AD6274_MARK LOGO: FLDT  
 AD6274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6274+STABILITY: SURFACE MOTION
 AD6274
 AD6274  HISTORY     - Date     Condition        Report By
 AD6274  HISTORY     - 1979     MONUMENTED       FLDT
 AD6274  HISTORY     - 1981     GOOD             FLDNR
 AD6274  HISTORY     - 19950407 MARK NOT FOUND   USPSQD
 AD6274  HISTORY     - 20020210 MARK NOT FOUND   USPSQD
 AD6274  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6274  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6274
 AD6274                          STATION DESCRIPTION
 AD6274
 AD6274'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6274'2.9 MI WEST FROM JUPITER.
 AD6274'BEGIN AT THE INTERSECTION OF ALTERNATE A1A AND S.R. 706 (INDIANTOWN
 AD6274'ROAD), GO WEST 2.9 MILES ALONG S.R. 706 TO THE LOXAHATCHEE RIVER CANAL
 AD6274'LOCK AND THE MARK.  THE MARK BEARS 17.7 FEET SOUTH OF THE CENTERLINE
 AD6274'OF THE HIGHWAY, 37.9 FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE
 AD6274'OVER THE CANAL, AND 3.1 FEET NORTH OF A GUARDRAIL.  A DISK SET IN THE
 AD6274'TOP OF A CONCRETE POST PROJECTING -4 INCHES.  2.4 FEET NORTH OF A
 AD6274'WITNESS POST.
 AD6274
 AD6274                          STATION RECOVERY (1995)
 AD6274
 AD6274'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6274'MARK NOT FOUND.
 AD6274
 AD6274                          STATION RECOVERY (2002)
 AD6274
 AD6274'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6274'HIGHWAY 706 HAS BEEN WIDENED TO 6 LANES PLUS MEDIAN DIVIDER. BRIDGE
 AD6274'REBUILT IN 1987.
 AD6274
 AD6274                          STATION RECOVERY (2003)
 AD6274
 AD6274'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6274'MARK NOT FOUND.
 AD6274
 AD6274                          STATION RECOVERY (2004)
 AD6274
 AD6274'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7889 ***********************************************************************
 AD7889  CBN         -  This is a Cooperative Base Network Control Station.
 AD7889  DESIGNATION -  93 89 A 13
 AD7889  PID         -  AD7889
 AD7889  STATE/COUNTY-  FL/PALM BEACH
 AD7889  USGS QUAD   -  LAKE WORTH (1983)
 AD7889
 AD7889                         *CURRENT SURVEY CONTROL
 AD7889  ___________________________________________________________________
 AD7889* NAD 83(1999)-  26 36 45.89351(N)    080 02 09.14704(W)     ADJUSTED  
 AD7889* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 AD7889  ___________________________________________________________________
 AD7889  X           -     987,355.412 (meters)                     COMP
 AD7889  Y           -  -5,620,145.680 (meters)                     COMP
 AD7889  Z           -   2,839,908.980 (meters)                     COMP
 AD7889  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 AD7889  ELLIP HEIGHT-         -22.39  (meters)          (05/31/01) GPS OBS
 AD7889  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AD7889
 AD7889  HORZ ORDER  -  B
 AD7889  ELLP ORDER  -  FIFTH     CLASS I
 AD7889
 AD7889.The horizontal coordinates were established by GPS observations
 AD7889.and adjusted by the National Geodetic Survey in May 2001..
 AD7889
 AD7889.The orthometric height was determined by GPS observations and a
 AD7889.high-resolution geoid model.
 AD7889
 AD7889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7889
 AD7889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7889
 AD7889.The ellipsoidal height was determined by GPS observations
 AD7889.and is referenced to NAD 83.
 AD7889
 AD7889.The geoid height was determined by GEOID03.
 AD7889
 AD7889;                    North         East     Units Scale Factor Converg.
 AD7889;SPC FL E     -   252,860.792   296,016.898   MT  1.00005496   +0 25 54.9
 AD7889;SPC FL E     -   829,594.12    971,182.11   sFT  1.00005496   +0 25 54.9
 AD7889;UTM  17      - 2,943,906.499   595,984.137   MT  0.99971374   +0 25 54.9
 AD7889
 AD7889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7889!SPC FL E     -   1.00000352  x   1.00005496  =   1.00005848
 AD7889!UTM  17      -   1.00000352  x   0.99971374  =   0.99971726
 AD7889
 AD7889|---------------------------------------------------------------------|
 AD7889| PID    Reference Object                     Distance      Geod. Az  |
 AD7889|                                                           dddmmss.s |
 AD7889| AD2724 P 317                               220.847 METERS 33441     |
 AD7889|---------------------------------------------------------------------|
 AD7889
 AD7889                          SUPERSEDED SURVEY CONTROL
 AD7889
 AD7889  NAD 83(1990)-  26 36 45.89199(N)    080 02 09.14632(W) AD(       ) B
 AD7889  ELLIP H (09/13/90)  -22.39   (m)                       GP(       ) 4 1
 AD7889  NGVD 29 (09/13/90)    4.7    (m)           15.     (f) GPS OBS        
 AD7889
 AD7889.Superseded values are not recommended for survey control.
 AD7889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7889.See file dsdata.txt to determine how the superseded data were derived.
 AD7889
 AD7889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9598443906(NAD 83)
 AD7889_MARKER: DD = SURVEY DISK
 AD7889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD7889_SP_SET: CONCRETE FISHING PIER
 AD7889_STAMPING: 93 89 A 13 FL
 AD7889_MARK LOGO: FLDNR 
 AD7889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7889+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AD7889
 AD7889  HISTORY     - Date     Condition        Report By
 AD7889  HISTORY     - UNK      MONUMENTED
 AD7889  HISTORY     - 1989     GOOD             NGS
 AD7889  HISTORY     - 20010110 MARK NOT FOUND   USPSQD
 AD7889  HISTORY     - 20020223 MARK NOT FOUND   FLDEP
 AD7889  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 AD7889  HISTORY     - 20040503 MARK NOT FOUND   USPSQD
 AD7889  HISTORY     - 20050504 MARK NOT FOUND   USPSQD
 AD7889
 AD7889                          STATION DESCRIPTION
 AD7889
 AD7889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD7889'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) EAST OF THE EAST EDGE OF
 AD7889'LAKE WORTH, ABOUT 11.3 KM (7.00 MI) SOUTH OF WEST PALM BEACH, ABOUT
 AD7889'0.16 KM (0.10 MI) EAST OF STATE ROUTE A1A, ABOUT 0.08 KM (0.05 MI)
 AD7889'SOUTH OF THE EXTREME EAST END OF LAKE WORTH ROAD (SR 802), AT THE LAKE
 AD7889'WORTH FISHING PIER.  OWNERSHIP--CITY OF LAKE WORTH.  CITY ENGINEER IS
 AD7889'JOHN PSZYMANSKI AT CITY HALL, PHONE 305-586-1630.  CONTACT AT PIER IS
 AD7889'THE PIER MASTER, PHONE 407-582-9002.
 AD7889'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE A1A AND STATE
 AD7889'ROUTE 802 (LAKE WORTH ROAD), GO EAST ALONG LAKE WORTH ROAD FOR 0.16 KM
 AD7889'(0.10 MI), THEN GO SOUTH ALONG A PAVED ROAD FOR ABOUT 0.4 KM
 AD7889'(0.25 MI) TO A PAVED PARKING AREA AND THE WEST END OF THE LAKE WORTH
 AD7889'CITY FISHING PIER, THEN GO EAST ALONG THE TOP OF PIER FOR ABOUT 91 M
 AD7889'(298.6 FT) TO THE STATION AT THE SOUTH EDGE OF THE PIER.
 AD7889'THE STATION IS SET IN THE TOP OF THE CONCRETE FISHING PIER AND
 AD7889'RECESSED ABOUT 7 CM BELOW THE TOP OF THE WOODEN PLANKS OF THE PIER
 AD7889'(ACCESS THROUGH A HOLE CUT IN THE WOODEN PLANKS).  LOCATED 0.5 M
 AD7889'(1.6 FT)  NORTH OF THE SOUTH WOODEN RAIL OF THE PIER, 5.6 M (18.4 FT)
 AD7889'SOUTH OF THE NORTH WOODEN PIER RAILING, 58.9 M (193.2 FT) WEST OF A
 AD7889'WOODEN GATE EXTENDING ACROSS THE FULL WIDTH OF THE PIER (PIER IS UNDER
 AD7889'REPAIRS EAST OF THIS GATE), 50.9 M (167.0 FT) EAST-SOUTHEAST OF THE
 AD7889'SOUTHEAST CORNER OF THE CONCRETE BAIT SHOP, 64.6 M (211.9 FT) EAST OF
 AD7889'A WOODEN GATE ACROSS THE WIDTH OF THE PIER AND 0.5 M (1.6 FT) NORTH OF
 AD7889'A SMALL FLDNR WITNESS SIGN WHICH IS ATTACHED TO THE WOODEN PIER
 AD7889'RAILING.
 AD7889'DESCRIBED BY G.F. SMITH.
 AD7889
 AD7889                          STATION RECOVERY (2001)
 AD7889
 AD7889'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD7889'FISHING PIER HAS BEEN DESTROYED AND REBUILT SINCE 1989.
 AD7889
 AD7889                          STATION RECOVERY (2002)
 AD7889
 AD7889'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7889'NOT FOUND.
 AD7889' 
 AD7889' 
 AD7889' 
 AD7889' 
 AD7889'
 AD7889
 AD7889                          STATION RECOVERY (2003)
 AD7889
 AD7889'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD7889'MARK NOT FOUND.
 AD7889
 AD7889                          STATION RECOVERY (2004)
 AD7889
 AD7889'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD7889'MARK NOT FOUND.
 AD7889
 AD7889                          STATION RECOVERY (2005)
 AD7889
 AD7889'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD7889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9849 ***********************************************************************
 AC9849  DESIGNATION -  93 JAS
 AC9849  PID         -  AC9849
 AC9849  STATE/COUNTY-  FL/MARION
 AC9849  USGS QUAD   -  SALT SPRINGS (1994)
 AC9849
 AC9849                         *CURRENT SURVEY CONTROL
 AC9849  ___________________________________________________________________
 AC9849* NAD 83(1986)-  29 18 21.     (N)    081 40 53.     (W)     SCALED    
 AC9849* NAVD 88     -        14.007  (meters)      45.95   (feet)  ADJUSTED  
 AC9849  ___________________________________________________________________
 AC9849  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AC9849  DYNAMIC HT  -          13.988 (meters)      45.89  (feet)  COMP
 AC9849  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 AC9849
 AC9849  VERT ORDER  -  SECOND    CLASS I
 AC9849
 AC9849.The horizontal coordinates were scaled from a topographic map and have
 AC9849.an estimated accuracy of +/- 6 seconds.
 AC9849
 AC9849.The orthometric height was determined by differential leveling
 AC9849.and adjusted by the National Geodetic Survey in September 1997..
 AC9849
 AC9849.The geoid height was determined by GEOID03.
 AC9849
 AC9849.The dynamic height is computed by dividing the NAVD 88
 AC9849.geopotential number by the normal gravity value computed on the
 AC9849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9849.degrees latitude (g = 980.6199 gals.).
 AC9849
 AC9849.The modeled gravity was interpolated from observed gravity values.
 AC9849
 AC9849;                    North         East    Units  Estimated Accuracy
 AC9849;SPC FL W     -   550,970.      230,950.      MT  (+/- 180 meters Scaled)
 AC9849
 AC9849                          SUPERSEDED SURVEY CONTROL
 AC9849
 AC9849.No superseded survey control is available for this station.
 AC9849
 AC9849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN338420(NAD 83)
 AC9849_MARKER: DB = BENCH MARK DISK
 AC9849_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9849_STAMPING: 93 JAS 1966 47
 AC9849_MARK LOGO: USGS  
 AC9849_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9849+STABILITY: SURFACE MOTION
 AC9849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9849+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 AC9849
 AC9849  HISTORY     - Date     Condition        Report By
 AC9849  HISTORY     - 1966     MONUMENTED       USGS
 AC9849  HISTORY     - 19960814 GOOD             FLDEP
 AC9849
 AC9849                          STATION DESCRIPTION
 AC9849
 AC9849'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9849'THE MARK IS ABOUT 4.9 MI (7.9 KM) SOUTHEAST OF SALT SPRINGS IN SECTION
 AC9849'37, TOWNSHIP 14 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 AC9849'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9849'SALT SPRINGS, GO SOUTH THEN SOUTHEAST ON STATE ROAD 19 FOR 5.3 MI (8.5
 AC9849'KM) TO THE JUNCTION OF A DIRT ROAD AND MARK ON THE LEFT, SET IN THE
 AC9849'TOP OF A PREFABRICATED 5-INCH SQUARE CONCRETE POST PROJECTION 0.2 FT
 AC9849'(6.1 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE
 AC9849'THE LEVEL OF STATE ROAD 19. LOCATED 54.3 FT (16.6 M) NORTHEAST OF THE
 AC9849'APPROXIMATE CENTERLINE OF STATE ROAD 19, 32.0 FT (9.8 M) NORTHWEST OF
 AC9849'THE APPROXIMATE CENTERLINE OF DIRT ROAD LEADING EAST-SOUTHEAST AND 0.5
 AC9849'FT (15.2 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7735 ***********************************************************************
 AL7735  DESIGNATION -  9.332
 AL7735  PID         -  AL7735
 AL7735  STATE/COUNTY-  FL/CITRUS
 AL7735  USGS QUAD   -  OZELLO (1994)
 AL7735
 AL7735                         *CURRENT SURVEY CONTROL
 AL7735  ___________________________________________________________________
 AL7735* NAD 83(1986)-  28 50 14.     (N)    082 38 53.     (W)     SCALED    
 AL7735* NAVD 88     -         2.601  (meters)       8.53   (feet)  POSTED    
 AL7735  ___________________________________________________________________
 AL7735  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AL7735  DYNAMIC HT  -           2.600 (meters)       8.53  (feet)  COMP
 AL7735  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 AL7735
 AL7735  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AL7735
 AL7735.The horizontal coordinates were scaled from a topographic map and have
 AL7735.an estimated accuracy of +/- 6 seconds.
 AL7735
 AL7735.The orthometric height was determined by differential leveling
 AL7735.and adjusted by the National Geodetic Survey in 1992..
 AL7735.No vertical observational check was made to the station.
 AL7735.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AL7735.was located on a no-check spur therefore a value was not computed.
 AL7735
 AL7735.The geoid height was determined by GEOID03.
 AL7735
 AL7735.The dynamic height is computed by dividing the NAVD 88
 AL7735.geopotential number by the normal gravity value computed on the
 AL7735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7735.degrees latitude (g = 980.6199 gals.).
 AL7735
 AL7735.The modeled gravity was interpolated from observed gravity values.
 AL7735
 AL7735;                    North         East    Units  Estimated Accuracy
 AL7735;SPC FL W     -   499,160.      136,760.      MT  (+/- 180 meters Scaled)
 AL7735
 AL7735                          SUPERSEDED SURVEY CONTROL
 AL7735
 AL7735.No superseded survey control is available for this station.
 AL7735
 AL7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM392910(NAD 83)
 AL7735_MARKER: DD = SURVEY DISK
 AL7735_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL7735_SP_SET: BRIDGE ABUTMENT
 AL7735_STAMPING: DOT 9.332
 AL7735_MARK LOGO: FLDT  
 AL7735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7735+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 AL7735
 AL7735  HISTORY     - Date     Condition        Report By
 AL7735  HISTORY     - UNK      MONUMENTED       FLDT
 AL7735  HISTORY     - 1985     GOOD             FLDNR
 AL7735  HISTORY     - 19900123 GOOD             USPSQD
 AL7735  HISTORY     - 19910118 GOOD             USPSQD
 AL7735  HISTORY     - 20041029 GOOD             USPSQD
 AL7735
 AL7735                          STATION DESCRIPTION
 AL7735
 AL7735'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7735'8.25 MI NW FROM HOMOSASSA SPRINGS.
 AL7735'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON
 AL7735'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 4.85 MILES
 AL7735'WEST ON C-494 TO THE MARK.  THE MARK BEARS 14 FEET SOUTHWEST OF THE
 AL7735'CENTERLINE OF C-494 AND IS SET IN THE NORTHWEST ABUTMENT OF A SMALL
 AL7735'BRIDGE OVER SALT CREEK.
 AL7735'THE MARK IS 1 FT ABOVE HIGHWAY.
 AL7735
 AL7735                          STATION RECOVERY (1990)
 AL7735
 AL7735'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7735'RECOVERED IN GOOD CONDITION.
 AL7735
 AL7735                          STATION RECOVERY (1991)
 AL7735
 AL7735'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7735'RECOVERED IN GOOD CONDITION.
 AL7735
 AL7735                          STATION RECOVERY (2004)
 AL7735
 AL7735'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL7735'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER
 AL7735'SQUADRON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AL7735'GARMIN 76 (GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0914 ***********************************************************************
 AK0914  DESIGNATION -  9.35
 AK0914  PID         -  AK0914
 AK0914  STATE/COUNTY-  FL/BREVARD
 AK0914  USGS QUAD   -  TITUSVILLE (1988)
 AK0914
 AK0914                         *CURRENT SURVEY CONTROL
 AK0914  ___________________________________________________________________
 AK0914* NAD 83(1986)-  28 37 22.     (N)    080 47 44.     (W)     SCALED    
 AK0914* NAVD 88     -         2.430  (meters)       7.97   (feet)  ADJUSTED  
 AK0914  ___________________________________________________________________
 AK0914  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK0914  DYNAMIC HT  -           2.426 (meters)       7.96  (feet)  COMP
 AK0914  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 AK0914
 AK0914  VERT ORDER  -  SECOND    CLASS I
 AK0914
 AK0914.The horizontal coordinates were scaled from a topographic map and have
 AK0914.an estimated accuracy of +/- 6 seconds.
 AK0914
 AK0914.The orthometric height was determined by differential leveling
 AK0914.and adjusted by the National Geodetic Survey in June 1991..
 AK0914
 AK0914.The geoid height was determined by GEOID03.
 AK0914
 AK0914.The dynamic height is computed by dividing the NAVD 88
 AK0914.geopotential number by the normal gravity value computed on the
 AK0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0914.degrees latitude (g = 980.6199 gals.).
 AK0914
 AK0914.The modeled gravity was interpolated from observed gravity values.
 AK0914
 AK0914;                    North         East    Units  Estimated Accuracy
 AK0914;SPC FL E     -   475,240.      219,990.      MT  (+/- 180 meters Scaled)
 AK0914
 AK0914                          SUPERSEDED SURVEY CONTROL
 AK0914
 AK0914  NGVD 29 (??/??/92)    2.818  (m)            9.25   (f) ADJ UNCH    2 0
 AK0914
 AK0914.Superseded values are not recommended for survey control.
 AK0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0914.See file dsdata.txt to determine how the superseded data were derived.
 AK0914
 AK0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM199662(NAD 83)
 AK0914_MARKER: DD = SURVEY DISK
 AK0914_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK0914_SP_SET: BRIDGE ABUTMENT
 AK0914_STAMPING: 9.35
 AK0914_MARK LOGO: FLHD  
 AK0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK0914+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1999
 AK0914
 AK0914  HISTORY     - Date     Condition        Report By
 AK0914  HISTORY     - UNK      MONUMENTED       FLHD
 AK0914  HISTORY     - 1953     GOOD             NGS
 AK0914  HISTORY     - 1970     GOOD             NGS
 AK0914  HISTORY     - 19991012 GOOD             FLDEP
 AK0914
 AK0914                          STATION DESCRIPTION
 AK0914
 AK0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK0914'1 MI E FROM TITUSVILLE.
 AK0914'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION
 AK0914'OF U.S. HIGHWAY 1 AT TITUSVILLE, IN THE TOP OF THE NORTHWEST
 AK0914'END OF THE NORTHEAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 49
 AK0914'OVER INDIAN RIVER, 19 FEET NORTHWEST OF CENTER LINE OF HIGHWAY
 AK0914'AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 AK0914
 AK0914                          STATION RECOVERY (1970)
 AK0914
 AK0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0914'RECOVERED IN GOOD CONDITION.
 AK0914
 AK0914                          STATION RECOVERY (1999)
 AK0914
 AK0914'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AK0914'THE MARK IS AT MERRITT ISLAND ABOUT 1.0 MI (1.6 KM) NORTHEAST OF
 AK0914'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AK0914'35, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AK0914'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AK0914'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AK0914'(A MAX BREWER MEMORIAL PARKWAY) FOR 0.9 MI (1.4 KM) TO THE EAST END OF
 AK0914'THE INDIAN RIVER DRAW BRIDGE AND THE MARK ON THE LEFT, SET IN THE TOP
 AK0914'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF STATE
 AK0914'HIGHWAY 402 BRIDGE, 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE STATE
 AK0914'HIGHWAY 402. LOCATED 19.0 FT (5.8 M) NORTHWEST OF THE CENTERLINE OF
 AK0914'STATE HIGHWAY 402.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5817 ***********************************************************************
 AD5817  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5817  DESIGNATION -  9371 A 09 FLDT
 AD5817  PID         -  AD5817
 AD5817  STATE/COUNTY-  FL/PALM BEACH
 AD5817  USGS QUAD   -  DELRAY BEACH (1983)
 AD5817
 AD5817                         *CURRENT SURVEY CONTROL
 AD5817  ___________________________________________________________________
 AD5817* NAD 83(1986)-  26 28 25.     (N)    080 03 41.     (W)     SCALED    
 AD5817* NAVD 88     -         4.083  (meters)      13.40   (feet)  ADJUSTED  
 AD5817  ___________________________________________________________________
 AD5817  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AD5817  DYNAMIC HT  -           4.077 (meters)      13.38  (feet)  COMP
 AD5817  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AD5817
 AD5817  VERT ORDER  -  SECOND    CLASS I
 AD5817
 AD5817.The horizontal coordinates were scaled from a topographic map and have
 AD5817.an estimated accuracy of +/- 6 seconds.
 AD5817
 AD5817.The orthometric height was determined by differential leveling
 AD5817.and adjusted by the National Geodetic Survey in June 1991..
 AD5817
 AD5817.This Tidal Bench Mark is designated as VM 5628
 AD5817.by the Center for Operational Oceanographic Products and Services.
 AD5817
 AD5817.The geoid height was determined by GEOID03.
 AD5817
 AD5817.The dynamic height is computed by dividing the NAVD 88
 AD5817.geopotential number by the normal gravity value computed on the
 AD5817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5817.degrees latitude (g = 980.6199 gals.).
 AD5817
 AD5817.The modeled gravity was interpolated from observed gravity values.
 AD5817
 AD5817;                    North         East    Units  Estimated Accuracy
 AD5817;SPC FL E     -   237,430.      293,590.      MT  (+/- 180 meters Scaled)
 AD5817
 AD5817                          SUPERSEDED SURVEY CONTROL
 AD5817
 AD5817  NGVD 29 (09/01/92)    4.556  (m)           14.95   (f) ADJUSTED    2 1
 AD5817
 AD5817.Superseded values are not recommended for survey control.
 AD5817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5817.See file dsdata.txt to determine how the superseded data were derived.
 AD5817
 AD5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK935284(NAD 83)
 AD5817_MARKER: DB = BENCH MARK DISK
 AD5817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5817_SP_SET: CONCRETE BRIDGE SIDEWALK
 AD5817_STAMPING: 9371A09
 AD5817_MARK LOGO: FLDT  
 AD5817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5817+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AD5817
 AD5817  HISTORY     - Date     Condition        Report By
 AD5817  HISTORY     - UNK      MONUMENTED       FLDT
 AD5817  HISTORY     - 1980     GOOD             FLDNR
 AD5817  HISTORY     - 1986     GOOD             FLDNR
 AD5817  HISTORY     - 1989     GOOD             USPSQD
 AD5817  HISTORY     - 1990     GOOD             USPSQD
 AD5817  HISTORY     - 1990     GOOD             USPSQD
 AD5817  HISTORY     - 20031202 GOOD             USPSQD
 AD5817  HISTORY     - 20050207 GOOD             USPSQD
 AD5817
 AD5817                          STATION DESCRIPTION
 AD5817
 AD5817'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5817'IN DELRAY BEACH.
 AD5817'BEGIN AT THE JUNCTION OF STATE HIGHWAY S-806A (N.E. 8TH AVENUE) WITH
 AD5817'U.S. HIGHWAY 1 IN DELRAY BEACH, GO EAST 0.4 MILE ON S-806A TO THE
 AD5817'BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 70
 AD5817'FEET EAST OF THE WEST END OF THE BRIDGE, 15 FEET SOUTH OF THE HIGHWAY
 AD5817'CENTERLINE, AND 6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE
 AD5817'TENDER HOUSE, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD
 AD5817'260802.
 AD5817
 AD5817                          STATION RECOVERY (1986)
 AD5817
 AD5817'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD5817'RECOVERED IN GOOD CONDITION.
 AD5817
 AD5817                          STATION RECOVERY (1989)
 AD5817
 AD5817'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5817'RECOVERED IN GOOD CONDITION.
 AD5817
 AD5817                          STATION RECOVERY (1990)
 AD5817
 AD5817'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5817'RECOVERED IN GOOD CONDITION.
 AD5817
 AD5817                          STATION RECOVERY (1990)
 AD5817
 AD5817'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5817'RECOVERED IN GOOD CONDITION.
 AD5817
 AD5817                          STATION RECOVERY (2003)
 AD5817
 AD5817'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5817'RECOVERED IN GOOD CONDITION.
 AD5817
 AD5817                          STATION RECOVERY (2005)
 AD5817
 AD5817'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3541 ***********************************************************************
 AJ3541  DESIGNATION -  9396 X 197
 AJ3541  PID         -  AJ3541
 AJ3541  STATE/COUNTY-  FL/PALM BEACH
 AJ3541  USGS QUAD   -  LOXAHATCHEE NW (1984)
 AJ3541
 AJ3541                         *CURRENT SURVEY CONTROL
 AJ3541  ___________________________________________________________________
 AJ3541* NAD 83(1986)-  26 43 32.     (N)    080 26 49.     (W)     SCALED    
 AJ3541* NAVD 88     -         7.490  (meters)      24.57   (feet)  ADJUSTED  
 AJ3541  ___________________________________________________________________
 AJ3541  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AJ3541  DYNAMIC HT  -           7.479 (meters)      24.54  (feet)  COMP
 AJ3541  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 AJ3541
 AJ3541  VERT ORDER  -  SECOND    CLASS I
 AJ3541
 AJ3541.The horizontal coordinates were scaled from a topographic map and have
 AJ3541.an estimated accuracy of +/- 6 seconds.
 AJ3541
 AJ3541.The orthometric height was determined by differential leveling
 AJ3541.and adjusted by the National Geodetic Survey in May 2003..
 AJ3541
 AJ3541.The geoid height was determined by GEOID03.
 AJ3541
 AJ3541.The dynamic height is computed by dividing the NAVD 88
 AJ3541.geopotential number by the normal gravity value computed on the
 AJ3541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3541.degrees latitude (g = 980.6199 gals.).
 AJ3541
 AJ3541.The modeled gravity was interpolated from observed gravity values.
 AJ3541
 AJ3541;                    North         East    Units  Estimated Accuracy
 AJ3541;SPC FL E     -   265,120.      255,020.      MT  (+/- 180 meters Scaled)
 AJ3541
 AJ3541                          SUPERSEDED SURVEY CONTROL
 AJ3541
 AJ3541  NAVD 88 (09/17/01)    7.506  (m)           24.63   (f) UNKNOWN     2 1
 AJ3541
 AJ3541.Superseded values are not recommended for survey control.
 AJ3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3541.See file dsdata.txt to determine how the superseded data were derived.
 AJ3541
 AJ3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK550561(NAD 83)
 AJ3541_MARKER: DD = SURVEY DISK
 AJ3541_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3541_SP_SET: BRIDGE RAIL
 AJ3541_STAMPING: 9396X197
 AJ3541_MARK LOGO: FLDT  
 AJ3541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3541+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3541
 AJ3541  HISTORY     - Date     Condition        Report By
 AJ3541  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3541  HISTORY     - 20000219 GOOD             FLDEP
 AJ3541
 AJ3541                          STATION DESCRIPTION
 AJ3541
 AJ3541'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3541'THE MARK IS ABOUT 15.0 MI (24.1 KM) EAST OF BELLE GLADE, 16.0 MI (25.7
 AJ3541'KM) SOUTHEAST OF CANAL POINT, 24.0 MI (38.6 KM) WEST OF PALM BEACH, IN
 AJ3541'SECTION 16, TOWNSHIP 43 SOUTH, RANGE 39 EAST. TO REACH THE MARK FROM
 AJ3541'THE INTERSECTION OF STATE ROAD 80, (SOUTHERN BOULEVARD) STATE ROAD 7,
 AJ3541'U.S. HIGHWAY 441 AND U.S. HIGHWAY 98 ON THE SOUTHWEST SIDE OF WEST
 AJ3541'PALM BEACH, GO WEST ON U.S. HIGHWAY 441, 98 AND STATE ROAD 80
 AJ3541'(SOUTHERN BOULEVARD) FOR 10.1 MI (16.3 KM) TO THE WEST END OF BRIDGE
 AJ3541'NUMBER 930407 SPANNING A CANAL (LEVEE NUMBER 8), CONTINUE WEST ON U.S.
 AJ3541'HIGHWAY 441, 98 AND STATE ROAD 80 FOR 1.45 MI (2.33 KM) TO THE
 AJ3541'JUNCTION OF STATE ROAD 880 ON THE LEFT, TURN LEFT ON STATE ROAD 880
 AJ3541'AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE NORTH END OF BRIDGE NUMBER
 AJ3541'930940 SPANNING A CANAL AND THE JUNCTION OF A LEVEE ROAD ON THE RIGHT,
 AJ3541'TURN RIGHT ON THE LEVEE ROAD AND GO NORTHWESTERLY ON THE NORTHEAST
 AJ3541'LEVEE ROAD OF THE WEST PALM BEACH CANAL FOR 4.55 MI (7.32 KM) TO THE
 AJ3541'MARK ON THE RIGHT, SET IN THE TOP OF THE NORTHEAST BRIDGE RAIL, 2.8 FT
 AJ3541'(0.9 M) ABOVE THE LEVEE ROAD. THE MARK CAN ALSO BE REACHED FROM THE
 AJ3541'JUNCTION OF U.S. HIGHWAY 441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700
 AJ3541'IN CANAL POINT, GO EAST ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75
 AJ3541'MI (2.82 KM) TO THE RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT
 AJ3541'SPANNING THE WEST PALM BEACH CANAL (RAILROAD RUNS THROUGH BRIDGE) ON
 AJ3541'THE LEFT, TURN LEFT CROSSING OVER THE WEST PALM BEACH CANAL TO THE
 AJ3541'JUNCTION OF A LEVEE ROAD ON THE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER
 AJ3541'10 PARALLELLING THE WEST PALM BEACH CANAL AND GO SOUTHERLY FOR 13.15
 AJ3541'MI (21.16 KM) TO THE NORTHEAST BRIDGE RAIL AND THE MARK ON THE LEFT.
 AJ3541'LOCATED 23.3 FT (7.1 M) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 6.3
 AJ3541'FT (1.9 M) WEST OF THE EAST END OF THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3557 ***********************************************************************
 AJ3557  DESIGNATION -  9396 X 207
 AJ3557  PID         -  AJ3557
 AJ3557  STATE/COUNTY-  FL/PALM BEACH
 AJ3557  USGS QUAD   -  OKEELANTA (1970)
 AJ3557
 AJ3557                         *CURRENT SURVEY CONTROL
 AJ3557  ___________________________________________________________________
 AJ3557* NAD 83(1986)-  26 36 35.     (N)    080 42 41.     (W)     SCALED    
 AJ3557* NAVD 88     -         6.417  (meters)      21.05   (feet)  ADJUSTED  
 AJ3557  ___________________________________________________________________
 AJ3557  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ3557  DYNAMIC HT  -           6.407 (meters)      21.02  (feet)  COMP
 AJ3557  MODELED GRAV-     979,097.0   (mgal)                       NAVD 88
 AJ3557
 AJ3557  VERT ORDER  -  SECOND    CLASS I
 AJ3557
 AJ3557.The horizontal coordinates were scaled from a topographic map and have
 AJ3557.an estimated accuracy of +/- 6 seconds.
 AJ3557
 AJ3557.The orthometric height was determined by differential leveling
 AJ3557.and adjusted by the National Geodetic Survey in September 2001..
 AJ3557
 AJ3557.The geoid height was determined by GEOID03.
 AJ3557
 AJ3557.The dynamic height is computed by dividing the NAVD 88
 AJ3557.geopotential number by the normal gravity value computed on the
 AJ3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3557.degrees latitude (g = 980.6199 gals.).
 AJ3557
 AJ3557.The modeled gravity was interpolated from observed gravity values.
 AJ3557
 AJ3557;                    North         East    Units  Estimated Accuracy
 AJ3557;SPC FL E     -   252,200.      228,740.      MT  (+/- 180 meters Scaled)
 AJ3557
 AJ3557                          SUPERSEDED SURVEY CONTROL
 AJ3557
 AJ3557.No superseded survey control is available for this station.
 AJ3557
 AJ3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK287432(NAD 83)
 AJ3557_MARKER: DD = SURVEY DISK
 AJ3557_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3557_SP_SET: BRIDGE RAIL
 AJ3557_STAMPING: 9396X207
 AJ3557_MARK LOGO: FLDT  
 AJ3557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3557+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2000
 AJ3557
 AJ3557  HISTORY     - Date     Condition        Report By
 AJ3557  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3557  HISTORY     - 20000218 GOOD             FLDEP
 AJ3557
 AJ3557                          STATION DESCRIPTION
 AJ3557
 AJ3557'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3557'THE MARK IS ABOUT 23.3 MI (37.5 KM) NORTHWEST OF ANDYTOWN, 3.8 MI (6.1
 AJ3557'KM) SOUTHWEST OF SOUTHBAY, 7.0 MI (11.3 KM) SOUTHEAST OF LAKE HARBOR
 AJ3557'ON U.S. HIGHWAY 27, IN SECTION 35, TOWNSHIP 44 SOUTH, RANGE 36 EAST.
 AJ3557'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD
 AJ3557'80 IN SOUTH BAY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO
 AJ3557'THE JUNCTION OF COUNTY ROAD 827 ON THE RIGHT AND THE NORTH END OF A
 AJ3557'BRIDGE OVER THE BOLLES CANAL AND THE MARK ON THE RIGHT, SET IN TOP OF
 AJ3557'NORTHWEST CORNER OF THE BRIDGE RAIL AND 2.7 FT (0.8 M) ABOVE THE LEVEL
 AJ3557'OF U.S. HIGHWAY 27 SOUTHBOUND LANES. LOCATED 79.3 FT (24.2 M) SOUTH OF
 AJ3557'THE CENTERLINE OF COUNTY ROAD 827, 23.0 FT (7.0 M) WEST OF THE
 AJ3557'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 27 AND 5.6 FT (1.7
 AJ3557'M) SOUTH OF THE NORTH END OF THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3501 ***********************************************************************
 AJ3501  DESIGNATION -  9396 X 208
 AJ3501  PID         -  AJ3501
 AJ3501  STATE/COUNTY-  FL/PALM BEACH
 AJ3501  USGS QUAD   -  BELLE GLADE (1984)
 AJ3501
 AJ3501                         *CURRENT SURVEY CONTROL
 AJ3501  ___________________________________________________________________
 AJ3501* NAD 83(1986)-  26 39 51.     (N)    080 42 45.     (W)     SCALED    
 AJ3501* NAVD 88     -         6.879  (meters)      22.57   (feet)  ADJUSTED  
 AJ3501  ___________________________________________________________________
 AJ3501  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ3501  DYNAMIC HT  -           6.869 (meters)      22.54  (feet)  COMP
 AJ3501  MODELED GRAV-     979,103.8   (mgal)                       NAVD 88
 AJ3501
 AJ3501  VERT ORDER  -  SECOND    CLASS I
 AJ3501
 AJ3501.The horizontal coordinates were scaled from a topographic map and have
 AJ3501.an estimated accuracy of +/- 6 seconds.
 AJ3501
 AJ3501.The orthometric height was determined by differential leveling
 AJ3501.and adjusted by the National Geodetic Survey in September 2001..
 AJ3501
 AJ3501.The geoid height was determined by GEOID03.
 AJ3501
 AJ3501.The dynamic height is computed by dividing the NAVD 88
 AJ3501.geopotential number by the normal gravity value computed on the
 AJ3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3501.degrees latitude (g = 980.6199 gals.).
 AJ3501
 AJ3501.The modeled gravity was interpolated from observed gravity values.
 AJ3501
 AJ3501;                    North         East    Units  Estimated Accuracy
 AJ3501;SPC FL E     -   258,230.      228,620.      MT  (+/- 180 meters Scaled)
 AJ3501
 AJ3501                          SUPERSEDED SURVEY CONTROL
 AJ3501
 AJ3501.No superseded survey control is available for this station.
 AJ3501
 AJ3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK286492(NAD 83)
 AJ3501_MARKER: DD = SURVEY DISK
 AJ3501_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3501_SP_SET: BRIDGE RAIL
 AJ3501_STAMPING: 9396X208
 AJ3501_MARK LOGO: FLDT  
 AJ3501_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3501+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 AJ3501
 AJ3501  HISTORY     - Date     Condition        Report By
 AJ3501  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3501  HISTORY     - 20000228 GOOD             FLDEP
 AJ3501
 AJ3501                          STATION DESCRIPTION
 AJ3501
 AJ3501'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3501'THE MARK IS IN SOUTH BAY ABOUT 26.0 MI (41.8 KM) NORTHWEST OF
 AJ3501'ANDYTOWN, 3.0 MI (4.8 KM) SOUTHWEST OF BELLE GLADE, IN SECTION 14,
 AJ3501'TOWNSHIP 44 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION
 AJ3501'OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO EAST ON STATE
 AJ3501'ROAD 80 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF SOUTHWEST 1ST AVENUE
 AJ3501'AND THE WEST END OF THE BRIDGE SPANNING THE NORTH NEW RIVER CANAL AND
 AJ3501'THE MARK ON THE RIGHT, SET IN THE TOP OF THE SOUTHWEST BRIDGE RAIL,
 AJ3501'3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 80. LOCATED 28.0 FT (8.5
 AJ3501'M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 80,
 AJ3501'19.5 FT (5.9 M) EAST OF THE CENTERLINE OF SOUTHWEST 1ST AVENUE AND 2.5
 AJ3501'FT (0.8 M) EAST OF THE WEST END OF THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AM7010 ***********************************************************************
 AM7010  DESIGNATION -  9396X140
 AM7010  PID         -  AM7010
 AM7010  STATE/COUNTY-  FL/PALM BEACH
 AM7010  USGS QUAD   -  LAKE WORTH (1983)
 AM7010
 AM7010                         *CURRENT SURVEY CONTROL
 AM7010  ___________________________________________________________________
 AM7010* NAD 83(1986)-  26 36 55.     (N)    080 02 28.     (W)     SCALED    
 AM7010* NAVD 88     -         5.724  (meters)      18.78   (feet)  ADJUSTED  
 AM7010  ___________________________________________________________________
 AM7010  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AM7010  DYNAMIC HT  -           5.715 (meters)      18.75  (feet)  COMP
 AM7010  MODELED GRAV-     979,110.7   (mgal)                       NAVD 88
 AM7010
 AM7010  VERT ORDER  -  FIRST     CLASS II
 AM7010
 AM7010.The horizontal coordinates were scaled from a topographic map and have
 AM7010.an estimated accuracy of +/- 6 seconds.
 AM7010
 AM7010.The orthometric height was determined by differential leveling
 AM7010.and adjusted by the National Geodetic Survey in June 2002..
 AM7010
 AM7010.The geoid height was determined by GEOID03.
 AM7010
 AM7010.The dynamic height is computed by dividing the NAVD 88
 AM7010.geopotential number by the normal gravity value computed on the
 AM7010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7010.degrees latitude (g = 980.6199 gals.).
 AM7010
 AM7010.The modeled gravity was interpolated from observed gravity values.
 AM7010
 AM7010;                    North         East    Units  Estimated Accuracy
 AM7010;SPC FL E     -   253,140.      295,490.      MT  (+/- 180 meters Scaled)
 AM7010
 AM7010                          SUPERSEDED SURVEY CONTROL
 AM7010
 AM7010.No superseded survey control is available for this station.
 AM7010
 AM7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK954441(NAD 83)
 AM7010_MARKER: DD = SURVEY DISK
 AM7010_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM7010_SP_SET: BRIDGE GUARDRAIL
 AM7010_STAMPING: 9396X140
 AM7010_MARK LOGO: FLDT  
 AM7010_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM7010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM7010+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7010
 AM7010  HISTORY     - Date     Condition        Report By
 AM7010  HISTORY     - UNK      MONUMENTED       FLDT
 AM7010  HISTORY     - 20020222 GOOD             FLDEP
 AM7010
 AM7010                          STATION DESCRIPTION
 AM7010
 AM7010'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7010'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, IN
 AM7010'SECTION 27, TOWNSHIP
 AM7010'44 SOUTH, RANGE 43 EAST.
 AM7010' 
 AM7010'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND STATE
 AM7010'HIGHWAY 802 ON
 AM7010'THE EAST SIDE OF LAKE WORTH, GO WEST ON STATE HIGHWAY 802 FOR 0.15 MI
 AM7010'TO THE EAST END OF
 AM7010'BRIDGE NUMBER 930104 SPANNING THE INTRACOASTAL WATERWAY AND THE MARK
 AM7010'ON THE RIGHT,
 AM7010'SET FLUSH IN TOP OF THE NORTHEAST BRIDGE GUARDRAIL, 4.0 FT ABOVE THE
 AM7010'LEVEL OF STATE
 AM7010'HIGHWAY 802 WESTBOUND LANES.
 AM7010' 
 AM7010'LOCATED 71.6 FT EAST OF A METAL LIGHT POLE, 21.7 FT NORTH OF THE
 AM7010'CENTERLINE OF THE
 AM7010'WESTBOUND LANES OF STATE HIGHWAY 802, 18.0 FT WEST OF AN INTRACOASTAL
 AM7010'WATERWAY SIGN,
 AM7010'4.6 FT EAST OF THE EAST END OF THE METAL GUARDRAIL ATOP THE CONCRETE
 AM7010'GUARDRAIL AND 1.6
 AM7010'FT WEST OF THE EAST END OF THE CONCRETE GUARDRAIL.
 AM7010' 
 AM7010' 
 AM7010' 
 AM7010' 
 AM7010' 
 AM7010' 
 AM7010' 
 AM7010' 
 AM7010'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AM7009 ***********************************************************************
 AM7009  DESIGNATION -  9396X141
 AM7009  PID         -  AM7009
 AM7009  STATE/COUNTY-  FL/PALM BEACH
 AM7009  USGS QUAD   -  LAKE WORTH (1983)
 AM7009
 AM7009                         *CURRENT SURVEY CONTROL
 AM7009  ___________________________________________________________________
 AM7009* NAD 83(1986)-  26 36 55.     (N)    080 02 45.     (W)     SCALED    
 AM7009* NAVD 88     -         5.516  (meters)      18.10   (feet)  ADJUSTED  
 AM7009  ___________________________________________________________________
 AM7009  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM7009  DYNAMIC HT  -           5.507 (meters)      18.07  (feet)  COMP
 AM7009  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 AM7009
 AM7009  VERT ORDER  -  FIRST     CLASS II
 AM7009
 AM7009.The horizontal coordinates were scaled from a topographic map and have
 AM7009.an estimated accuracy of +/- 6 seconds.
 AM7009
 AM7009.The orthometric height was determined by differential leveling
 AM7009.and adjusted by the National Geodetic Survey in June 2002..
 AM7009
 AM7009.The geoid height was determined by GEOID03.
 AM7009
 AM7009.The dynamic height is computed by dividing the NAVD 88
 AM7009.geopotential number by the normal gravity value computed on the
 AM7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7009.degrees latitude (g = 980.6199 gals.).
 AM7009
 AM7009.The modeled gravity was interpolated from observed gravity values.
 AM7009
 AM7009;                    North         East    Units  Estimated Accuracy
 AM7009;SPC FL E     -   253,130.      295,020.      MT  (+/- 180 meters Scaled)
 AM7009
 AM7009                          SUPERSEDED SURVEY CONTROL
 AM7009
 AM7009.No superseded survey control is available for this station.
 AM7009
 AM7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK949441(NAD 83)
 AM7009_MARKER: DD = SURVEY DISK
 AM7009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM7009_SP_SET: BRIDGE GUARDRAIL
 AM7009_STAMPING: 9396X141
 AM7009_MARK LOGO: FLDT  
 AM7009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM7009+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7009
 AM7009  HISTORY     - Date     Condition        Report By
 AM7009  HISTORY     - UNK      MONUMENTED       FLDT
 AM7009  HISTORY     - 20020222 GOOD             FLDEP
 AM7009
 AM7009                          STATION DESCRIPTION
 AM7009
 AM7009'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7009'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, IN
 AM7009'SECTION 27, TOWNSHIP
 AM7009'44 SOUTH, RANGE 43 EAST.
 AM7009' 
 AM7009'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND STATE
 AM7009'HIGHWAY 802 ON
 AM7009'THE EAST SIDE OF LAKE WORTH, GO WEST ON STATE HIGHWAY 802 FOR 0.4 MI
 AM7009'TO THE WEST END OF
 AM7009'BRIDGE NUMBER 930318 SPANNING THE INTRACOASTAL WATERWAY AND THE MARK
 AM7009'ON THE LEFT,
 AM7009'SET FLUSH IN TOP OF THE SOUTHWEST BRIDGE GUARDRAIL, 4.0 FT ABOVE THE
 AM7009'LEVEL OF STATE
 AM7009'HIGHWAY 802 EASTBOUND LANES.
 AM7009' 
 AM7009'LOCATED 81.3 FT EAST OF A METAL LIGHT POLE, 21.4 FT SOUTH OF THE
 AM7009'CENTERLINE OF THE
 AM7009'EASTBOUND LANES OF STATE HIGHWAY 802, 4.3 FT WEST OF THE WEST END OF
 AM7009'THE METAL
 AM7009'GUARDRAIL ATOP THE CONCRETE GUARDRAIL AND 2.0 FT EAST OF THE WEST END
 AM7009'OF THE CONCRETE
 AM7009'GUARDRAIL.
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009' 
 AM7009'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9626 ***********************************************************************
 DH9626  DESIGNATION -  94
 DH9626  PID         -  DH9626
 DH9626  STATE/COUNTY-  FL/MIAMI-DADE
 DH9626  USGS QUAD   -  HIALEAH (1994)
 DH9626
 DH9626                         *CURRENT SURVEY CONTROL
 DH9626  ___________________________________________________________________
 DH9626* NAD 83(1986)-  25 45 41.     (N)    080 20 52.     (W)     SCALED    
 DH9626* NAVD 88     -         2.731  (meters)       8.96   (feet)  ADJUSTED  
 DH9626  ___________________________________________________________________
 DH9626  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 DH9626  DYNAMIC HT  -           2.726 (meters)       8.94  (feet)  COMP
 DH9626  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 DH9626
 DH9626  VERT ORDER  -  FIRST     CLASS II
 DH9626
 DH9626.The horizontal coordinates were scaled from a topographic map and have
 DH9626.an estimated accuracy of +/- 6 seconds.
 DH9626
 DH9626.The orthometric height was determined by differential leveling
 DH9626.and adjusted by the National Geodetic Survey in July 2006..
 DH9626
 DH9626.Photographs are available for this station.
 DH9626
 DH9626.The geoid height was determined by GEOID03.
 DH9626
 DH9626.The dynamic height is computed by dividing the NAVD 88
 DH9626.geopotential number by the normal gravity value computed on the
 DH9626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9626.degrees latitude (g = 980.6199 gals.).
 DH9626
 DH9626.The modeled gravity was interpolated from observed gravity values.
 DH9626
 DH9626;                    North         East    Units  Estimated Accuracy
 DH9626;SPC FL E     -   158,340.      265,430.      MT  (+/- 180 meters Scaled)
 DH9626
 DH9626                          SUPERSEDED SURVEY CONTROL
 DH9626
 DH9626.No superseded survey control is available for this station.
 DH9626
 DH9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ654494(NAD 83)
 DH9626_MARKER: DD = SURVEY DISK
 DH9626_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH9626_SP_SET: BRIDGE WALKWAY
 DH9626_STAMPING: SW 94 AV
 DH9626_MARK LOGO: FLDT  
 DH9626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9626+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 DH9626
 DH9626  HISTORY     - Date     Condition        Report By
 DH9626  HISTORY     - UNK      MONUMENTED       FLDT
 DH9626  HISTORY     - 20050305 GOOD             FLDEP
 DH9626
 DH9626                          STATION DESCRIPTION
 DH9626
 DH9626'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DH9626'THE MARK IS ABOUT 3.8 MI WEST OF CORAL GABLES, IN SWEETWATER, IN
 DH9626'SECTION 9, TOWNSHIP 54  SOUTH, RANGE 40 EAST.
 DH9626' 
 DH9626'TO REACH THE MARK FROM THE HOMESTEAD EXTENSION FLORIDA TURNPIKE
 DH9626'OVERPASS EXIT  NUMBER 25 (STATE HIGHWAY 821) AND U.S. HIGHWAY 41
 DH9626'(TAMIAMI TRAIL, SW 8TH ST) IN  SWEETWATER, GO EAST ON U.S. HIGHWAY 41
 DH9626'(TAMIAMI TRAIL, SW 8TH ST) FOR 2.3 MI TO THE  INTERSECTION OF
 DH9626'SOUTHWEST 94TH AVENUE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 DH9626'OF THE SOUTHWEST CORNER OF THE BRIDGE WALKWAY 0.5 FT ABOVE THE LEVEL
 DH9626'OF U.S. HIGHWAY  41 EASTBOUND LANES.
 DH9626' 
 DH9626'LOCATED 153.0 FT EAST OF THE APPROXIMATE CENTERLINE OF SOUTHWEST 94TH
 DH9626'AVENUE, 42.0 FT  WEST OF THE APPROXIMATE CENTERLINE OF THE CANAL, 5.5
 DH9626'FT SOUTH OF THE SOUTH CURB OF U.S.  HIGHWAY 41 EASTBOUND LANES, 1.7 FT
 DH9626'EAST OF THE SOUTHWEST CORNER OF THE BRIDGE  WALKWAY AND 0.5 FT NORTH
 DH9626'OF THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6565 ***********************************************************************
 AF6565  DESIGNATION -  94 77 A 01 FLDT
 AF6565  PID         -  AF6565
 AF6565  STATE/COUNTY-  FL/MARTIN
 AF6565  USGS QUAD   -  EDEN (1983)
 AF6565
 AF6565                         *CURRENT SURVEY CONTROL
 AF6565  ___________________________________________________________________
 AF6565* NAD 83(1986)-  27 15 42.     (N)    080 12 03.     (W)     SCALED    
 AF6565* NAVD 88     -         1.164  (meters)       3.82   (feet)  ADJUSTED  
 AF6565  ___________________________________________________________________
 AF6565  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6565  DYNAMIC HT  -           1.162 (meters)       3.81  (feet)  COMP
 AF6565  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 AF6565
 AF6565  VERT ORDER  -  SECOND    CLASS I
 AF6565
 AF6565.The horizontal coordinates were scaled from a topographic map and have
 AF6565.an estimated accuracy of +/- 6 seconds.
 AF6565
 AF6565.The orthometric height was determined by differential leveling
 AF6565.and adjusted by the National Geodetic Survey in June 1991..
 AF6565
 AF6565.The geoid height was determined by GEOID03.
 AF6565
 AF6565.The dynamic height is computed by dividing the NAVD 88
 AF6565.geopotential number by the normal gravity value computed on the
 AF6565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6565.degrees latitude (g = 980.6199 gals.).
 AF6565
 AF6565.The modeled gravity was interpolated from observed gravity values.
 AF6565
 AF6565;                    North         East    Units  Estimated Accuracy
 AF6565;SPC FL E     -   324,650.      279,130.      MT  (+/- 180 meters Scaled)
 AF6565
 AF6565                          SUPERSEDED SURVEY CONTROL
 AF6565
 AF6565  NGVD 29 (??/??/92)    1.620  (m)            5.32   (f) ADJ UNCH    2 1
 AF6565
 AF6565.Superseded values are not recommended for survey control.
 AF6565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6565.See file dsdata.txt to determine how the superseded data were derived.
 AF6565
 AF6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL791156(NAD 83)
 AF6565_MARKER: DD = SURVEY DISK
 AF6565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6565_SP_SET: CONCRETE POST
 AF6565_STAMPING: 94 77 A01
 AF6565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6565+STABILITY: SURFACE MOTION
 AF6565
 AF6565  HISTORY     - Date     Condition        Report By
 AF6565  HISTORY     - 1978     MONUMENTED       FLDT
 AF6565  HISTORY     - 1989     GOOD             USPSQD
 AF6565  HISTORY     - 1991     GOOD             USPSQD
 AF6565
 AF6565                          STATION DESCRIPTION
 AF6565
 AF6565'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6565'2.5 MI NE FROM JENSEN BEACH.
 AF6565'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD
 AF6565'A1A, 2 MILES EAST OF JECSEN BEACH, GO NORTHERLY ON STATE ROAD A1A
 AF6565'FOR 0.5 MILE. THE MARK BEARS 300 FEET SOUTH OF THE MARTIN/ST LUCIE
 AF6565'COUNTY LINE, 58 FEET SOUTHEAST OF A POWER POLE, AND 16.4 FEET WEST
 AF6565'OF THE CENTERLINE OF STATE ROAD A1A.
 AF6565'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AF6565'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AF6565
 AF6565                          STATION RECOVERY (1989)
 AF6565
 AF6565'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6565'RECOVERED IN GOOD CONDITION.
 AF6565
 AF6565                          STATION RECOVERY (1991)
 AF6565
 AF6565'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6564 ***********************************************************************
 AF6564  DESIGNATION -  94 77 A 01 RM 1 FLDT
 AF6564  PID         -  AF6564
 AF6564  STATE/COUNTY-  FL/MARTIN
 AF6564  USGS QUAD   -  EDEN (1983)
 AF6564
 AF6564                         *CURRENT SURVEY CONTROL
 AF6564  ___________________________________________________________________
 AF6564* NAD 83(1986)-  27 15 42.     (N)    080 12 03.     (W)     SCALED    
 AF6564* NAVD 88     -         1.225  (meters)       4.02   (feet)  ADJUSTED  
 AF6564  ___________________________________________________________________
 AF6564  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6564  DYNAMIC HT  -           1.223 (meters)       4.01  (feet)  COMP
 AF6564  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 AF6564
 AF6564  VERT ORDER  -  SECOND    CLASS I
 AF6564
 AF6564.The horizontal coordinates were scaled from a topographic map and have
 AF6564.an estimated accuracy of +/- 6 seconds.
 AF6564
 AF6564.The orthometric height was determined by differential leveling
 AF6564.and adjusted by the National Geodetic Survey in June 1991..
 AF6564
 AF6564.The geoid height was determined by GEOID03.
 AF6564
 AF6564.The dynamic height is computed by dividing the NAVD 88
 AF6564.geopotential number by the normal gravity value computed on the
 AF6564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6564.degrees latitude (g = 980.6199 gals.).
 AF6564
 AF6564.The modeled gravity was interpolated from observed gravity values.
 AF6564
 AF6564;                    North         East    Units  Estimated Accuracy
 AF6564;SPC FL E     -   324,650.      279,130.      MT  (+/- 180 meters Scaled)
 AF6564
 AF6564                          SUPERSEDED SURVEY CONTROL
 AF6564
 AF6564  NGVD 29 (??/??/92)    1.681  (m)            5.52   (f) ADJ UNCH    2 1
 AF6564
 AF6564.Superseded values are not recommended for survey control.
 AF6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6564.See file dsdata.txt to determine how the superseded data were derived.
 AF6564
 AF6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL791156(NAD 83)
 AF6564_MARKER: DD = SURVEY DISK
 AF6564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6564_SP_SET: 4X4 PRECAST
 AF6564_STAMPING: 94 77 A01 RM NO 1
 AF6564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6564+STABILITY: SURFACE MOTION
 AF6564
 AF6564  HISTORY     - Date     Condition        Report By
 AF6564  HISTORY     - 1978     MONUMENTED       FLDT
 AF6564  HISTORY     - 1989     GOOD             USPSQD
 AF6564  HISTORY     - 1991     GOOD             USPSQD
 AF6564
 AF6564                          STATION DESCRIPTION
 AF6564
 AF6564'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6564'2.5 MI NE FROM JENSEN BEACH.
 AF6564'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD
 AF6564'A1A, 2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A
 AF6564'FOR 0.5 MILE. THE MARK BEARS 300 FEET SOUTH OF THE MARTIN/ST LUCIE
 AF6564'COUNTY LINE, 92 FEET SOUTH OF A POWER POLE AND 40 FEET WEST OF THE
 AF6564'CENTERLINE OF STATE ROAD A1A.
 AF6564
 AF6564                          STATION RECOVERY (1989)
 AF6564
 AF6564'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6564'RECOVERED IN GOOD CONDITION.
 AF6564
 AF6564                          STATION RECOVERY (1991)
 AF6564
 AF6564'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6566 ***********************************************************************
 AF6566  DESIGNATION -  94 77 A 01 RM 2 FLDT
 AF6566  PID         -  AF6566
 AF6566  STATE/COUNTY-  FL/MARTIN
 AF6566  USGS QUAD   -  EDEN (1983)
 AF6566
 AF6566                         *CURRENT SURVEY CONTROL
 AF6566  ___________________________________________________________________
 AF6566* NAD 83(1986)-  27 15 42.     (N)    080 12 03.     (W)     SCALED    
 AF6566* NAVD 88     -         1.360  (meters)       4.46   (feet)  ADJUSTED  
 AF6566  ___________________________________________________________________
 AF6566  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6566  DYNAMIC HT  -           1.358 (meters)       4.46  (feet)  COMP
 AF6566  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 AF6566
 AF6566  VERT ORDER  -  SECOND    CLASS I
 AF6566
 AF6566.The horizontal coordinates were scaled from a topographic map and have
 AF6566.an estimated accuracy of +/- 6 seconds.
 AF6566
 AF6566.The orthometric height was determined by differential leveling
 AF6566.and adjusted by the National Geodetic Survey in June 1991..
 AF6566
 AF6566.The geoid height was determined by GEOID03.
 AF6566
 AF6566.The dynamic height is computed by dividing the NAVD 88
 AF6566.geopotential number by the normal gravity value computed on the
 AF6566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6566.degrees latitude (g = 980.6199 gals.).
 AF6566
 AF6566.The modeled gravity was interpolated from observed gravity values.
 AF6566
 AF6566;                    North         East    Units  Estimated Accuracy
 AF6566;SPC FL E     -   324,650.      279,130.      MT  (+/- 180 meters Scaled)
 AF6566
 AF6566                          SUPERSEDED SURVEY CONTROL
 AF6566
 AF6566  NGVD 29 (??/??/92)    1.816  (m)            5.96   (f) ADJ UNCH    2 1
 AF6566
 AF6566.Superseded values are not recommended for survey control.
 AF6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6566.See file dsdata.txt to determine how the superseded data were derived.
 AF6566
 AF6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL791156(NAD 83)
 AF6566_MARKER: DD = SURVEY DISK
 AF6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6566_SP_SET: 4X4 PRECAST
 AF6566_STAMPING: 94 77 A01 RM NO 2
 AF6566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6566+STABILITY: SURFACE MOTION
 AF6566
 AF6566  HISTORY     - Date     Condition        Report By
 AF6566  HISTORY     - 1978     MONUMENTED       FLDT
 AF6566  HISTORY     - 1989     GOOD             USPSQD
 AF6566  HISTORY     - 1991     POOR             USPSQD
 AF6566
 AF6566                          STATION DESCRIPTION
 AF6566
 AF6566'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6566'2.5 MI NE FROM JENSEN BEACH.
 AF6566'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD
 AF6566'A1A, 2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A
 AF6566'FOR 0.5 MILE. THE MARK BEARS 300 FEET SOUTH OF THE MARTIN/ST LUCIE
 AF6566'COUNTY LINE, 42 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, 16.7
 AF6566'FEET SOUTH SOUTHWEST OF AN UNDERGROUND CABLE JUNCTIN BOX, AND 15.5
 AF6566'FEET SOUTH SOUTHEAST OF A POWER POLE.
 AF6566
 AF6566                          STATION RECOVERY (1989)
 AF6566
 AF6566'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6566'RECOVERED IN GOOD CONDITION.
 AF6566
 AF6566                          STATION RECOVERY (1991)
 AF6566
 AF6566'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6566'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6568 ***********************************************************************
 AF6568  DESIGNATION -  94 77 A 02 FLDT
 AF6568  PID         -  AF6568
 AF6568  STATE/COUNTY-  FL/ST LUCIE
 AF6568  USGS QUAD   -  EDEN (1983)
 AF6568
 AF6568                         *CURRENT SURVEY CONTROL
 AF6568  ___________________________________________________________________
 AF6568* NAD 83(1986)-  27 16 03.     (N)    080 12 11.     (W)     SCALED    
 AF6568* NAVD 88     -         0.881  (meters)       2.89   (feet)  ADJUSTED  
 AF6568  ___________________________________________________________________
 AF6568  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6568  DYNAMIC HT  -           0.880 (meters)       2.89  (feet)  COMP
 AF6568  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 AF6568
 AF6568  VERT ORDER  -  SECOND    CLASS I
 AF6568
 AF6568.The horizontal coordinates were scaled from a topographic map and have
 AF6568.an estimated accuracy of +/- 6 seconds.
 AF6568
 AF6568.The orthometric height was determined by differential leveling
 AF6568.and adjusted by the National Geodetic Survey in June 1991..
 AF6568
 AF6568.The geoid height was determined by GEOID03.
 AF6568
 AF6568.The dynamic height is computed by dividing the NAVD 88
 AF6568.geopotential number by the normal gravity value computed on the
 AF6568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6568.degrees latitude (g = 980.6199 gals.).
 AF6568
 AF6568.The modeled gravity was interpolated from observed gravity values.
 AF6568
 AF6568;                    North         East    Units  Estimated Accuracy
 AF6568;SPC FL E     -   325,290.      278,910.      MT  (+/- 180 meters Scaled)
 AF6568
 AF6568                          SUPERSEDED SURVEY CONTROL
 AF6568
 AF6568  NGVD 29 (??/??/92)    1.337  (m)            4.39   (f) ADJ UNCH    2 1
 AF6568
 AF6568.Superseded values are not recommended for survey control.
 AF6568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6568.See file dsdata.txt to determine how the superseded data were derived.
 AF6568
 AF6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL788163(NAD 83)
 AF6568_MARKER: DD = SURVEY DISK
 AF6568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6568_SP_SET: CONCRETE POST
 AF6568_STAMPING: 94 77 A02
 AF6568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6568+STABILITY: SURFACE MOTION
 AF6568
 AF6568  HISTORY     - Date     Condition        Report By
 AF6568  HISTORY     - 1978     MONUMENTED       FLDT
 AF6568  HISTORY     - 1991     GOOD             USPSQD
 AF6568
 AF6568                          STATION DESCRIPTION
 AF6568
 AF6568'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6568'2.9 MI NE FROM JENSEN BEACH.
 AF6568'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6568'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 0.9
 AF6568'MILE. THE MARK IS AT THE ENTRANCE TO HOLIDAY OUT, A PRIVATE RECRE-
 AF6568'ATION AREA. THE MARK BEARS 64 FEET NORTH OF THE CENTERLINE OF THE
 AF6568'ENTRANCE DRIVE, 43.5 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A,
 AF6568'25.7 FEET NORTH OF THE NORTHWEST END OF THE BRICK WALL, AND 5.2 FEET
 AF6568'WEST OF A CHAIN LINK FENCE.
 AF6568'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6568'DEPARTMENT OF TRANSPORTATION.
 AF6568
 AF6568                          STATION RECOVERY (1991)
 AF6568
 AF6568'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6567 ***********************************************************************
 AF6567  DESIGNATION -  94 77 A 02 RM 1 FLDT
 AF6567  PID         -  AF6567
 AF6567  STATE/COUNTY-  FL/ST LUCIE
 AF6567  USGS QUAD   -  EDEN (1983)
 AF6567
 AF6567                         *CURRENT SURVEY CONTROL
 AF6567  ___________________________________________________________________
 AF6567* NAD 83(1986)-  27 16 03.     (N)    080 12 11.     (W)     SCALED    
 AF6567* NAVD 88     -         1.147  (meters)       3.76   (feet)  ADJUSTED  
 AF6567  ___________________________________________________________________
 AF6567  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6567  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 AF6567  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 AF6567
 AF6567  VERT ORDER  -  SECOND    CLASS I
 AF6567
 AF6567.The horizontal coordinates were scaled from a topographic map and have
 AF6567.an estimated accuracy of +/- 6 seconds.
 AF6567
 AF6567.The orthometric height was determined by differential leveling
 AF6567.and adjusted by the National Geodetic Survey in June 1991..
 AF6567
 AF6567.The geoid height was determined by GEOID03.
 AF6567
 AF6567.The dynamic height is computed by dividing the NAVD 88
 AF6567.geopotential number by the normal gravity value computed on the
 AF6567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6567.degrees latitude (g = 980.6199 gals.).
 AF6567
 AF6567.The modeled gravity was interpolated from observed gravity values.
 AF6567
 AF6567;                    North         East    Units  Estimated Accuracy
 AF6567;SPC FL E     -   325,290.      278,910.      MT  (+/- 180 meters Scaled)
 AF6567
 AF6567                          SUPERSEDED SURVEY CONTROL
 AF6567
 AF6567  NGVD 29 (??/??/92)    1.603  (m)            5.26   (f) ADJ UNCH    2 1
 AF6567
 AF6567.Superseded values are not recommended for survey control.
 AF6567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6567.See file dsdata.txt to determine how the superseded data were derived.
 AF6567
 AF6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL788163(NAD 83)
 AF6567_MARKER: DD = SURVEY DISK
 AF6567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6567_SP_SET: 4X4 PRECAST
 AF6567_STAMPING: 94 77 A02 RM NO 1
 AF6567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6567+STABILITY: SURFACE MOTION
 AF6567
 AF6567  HISTORY     - Date     Condition        Report By
 AF6567  HISTORY     - 1978     MONUMENTED       FLDT
 AF6567  HISTORY     - 1991     GOOD             USPSQD
 AF6567
 AF6567                          STATION DESCRIPTION
 AF6567
 AF6567'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6567'2.9 MI NE FROM JENSEN BEACH.
 AF6567'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6567'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 0.9
 AF6567'MILE.  THE MARK IS AT THE ENTRANCE TO HOLIDAY OUT, A PRIVATE RECRE-
 AF6567'ATION AREA. THE MARK BEARS 28 FEET EAST OF THE CENTERLINE OF STATE
 AF6567'ROAD A1A, 4 FEET SOUTHEAST OF THE NORTHWEST END OF THE BRICK WALL,
 AF6567'AND 1.8 FEET NORTHWEST OF THE SOUTH END OF A CHAIN LINK FENCE.
 AF6567
 AF6567                          STATION RECOVERY (1991)
 AF6567
 AF6567'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6569 ***********************************************************************
 AF6569  DESIGNATION -  94 77 A 02 RM 2 FLDT
 AF6569  PID         -  AF6569
 AF6569  STATE/COUNTY-  FL/ST LUCIE
 AF6569  USGS QUAD   -  EDEN (1983)
 AF6569
 AF6569                         *CURRENT SURVEY CONTROL
 AF6569  ___________________________________________________________________
 AF6569* NAD 83(1986)-  27 16 03.     (N)    080 12 11.     (W)     SCALED    
 AF6569* NAVD 88     -         1.327  (meters)       4.35   (feet)  ADJUSTED  
 AF6569  ___________________________________________________________________
 AF6569  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6569  DYNAMIC HT  -           1.325 (meters)       4.35  (feet)  COMP
 AF6569  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 AF6569
 AF6569  VERT ORDER  -  SECOND    CLASS I
 AF6569
 AF6569.The horizontal coordinates were scaled from a topographic map and have
 AF6569.an estimated accuracy of +/- 6 seconds.
 AF6569
 AF6569.The orthometric height was determined by differential leveling
 AF6569.and adjusted by the National Geodetic Survey in June 1991..
 AF6569
 AF6569.The geoid height was determined by GEOID03.
 AF6569
 AF6569.The dynamic height is computed by dividing the NAVD 88
 AF6569.geopotential number by the normal gravity value computed on the
 AF6569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6569.degrees latitude (g = 980.6199 gals.).
 AF6569
 AF6569.The modeled gravity was interpolated from observed gravity values.
 AF6569
 AF6569;                    North         East    Units  Estimated Accuracy
 AF6569;SPC FL E     -   325,290.      278,910.      MT  (+/- 180 meters Scaled)
 AF6569
 AF6569                          SUPERSEDED SURVEY CONTROL
 AF6569
 AF6569  NGVD 29 (??/??/92)    1.783  (m)            5.85   (f) ADJ UNCH    2 1
 AF6569
 AF6569.Superseded values are not recommended for survey control.
 AF6569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6569.See file dsdata.txt to determine how the superseded data were derived.
 AF6569
 AF6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL788163(NAD 83)
 AF6569_MARKER: DD = SURVEY DISK
 AF6569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6569_SP_SET: 4X4 PRECAST
 AF6569_STAMPING: 94 77 A02 RM NO 2
 AF6569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6569+STABILITY: SURFACE MOTION
 AF6569
 AF6569  HISTORY     - Date     Condition        Report By
 AF6569  HISTORY     - 1978     MONUMENTED       FLDT
 AF6569  HISTORY     - 1991     GOOD             USPSQD
 AF6569
 AF6569                          STATION DESCRIPTION
 AF6569
 AF6569'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6569'2.9 MI NE FROM JENSEN BEACH.
 AF6569'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6569'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 0.9
 AF6569'MILE. THE MARK IS AT THE ENTRANCE TO HOLIDAY OUT, A PROVATE RECRE-
 AF6569'ATION AREA. THE MARK BEARS 47.5 FEET EAST OF THE CENTERLINE OF STATE
 AF6569'ROAD A1A AND 1.7 FEET WEST OF A CHAIN LINK FENCE.
 AF6569
 AF6569                          STATION RECOVERY (1991)
 AF6569
 AF6569'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6570 ***********************************************************************
 AF6570  DESIGNATION -  94 77 A 03 RM 1 FLDT
 AF6570  PID         -  AF6570
 AF6570  STATE/COUNTY-  FL/ST LUCIE
 AF6570  USGS QUAD   -  EDEN (1983)
 AF6570
 AF6570                         *CURRENT SURVEY CONTROL
 AF6570  ___________________________________________________________________
 AF6570* NAD 83(1986)-  27 16 27.     (N)    080 12 24.     (W)     SCALED    
 AF6570* NAVD 88     -         1.122  (meters)       3.68   (feet)  ADJUSTED  
 AF6570  ___________________________________________________________________
 AF6570  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6570  DYNAMIC HT  -           1.121 (meters)       3.68  (feet)  COMP
 AF6570  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AF6570
 AF6570  VERT ORDER  -  SECOND    CLASS I
 AF6570
 AF6570.The horizontal coordinates were scaled from a topographic map and have
 AF6570.an estimated accuracy of +/- 6 seconds.
 AF6570
 AF6570.The orthometric height was determined by differential leveling
 AF6570.and adjusted by the National Geodetic Survey in June 1991..
 AF6570
 AF6570.The geoid height was determined by GEOID03.
 AF6570
 AF6570.The dynamic height is computed by dividing the NAVD 88
 AF6570.geopotential number by the normal gravity value computed on the
 AF6570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6570.degrees latitude (g = 980.6199 gals.).
 AF6570
 AF6570.The modeled gravity was interpolated from observed gravity values.
 AF6570
 AF6570;                    North         East    Units  Estimated Accuracy
 AF6570;SPC FL E     -   326,030.      278,550.      MT  (+/- 180 meters Scaled)
 AF6570
 AF6570                          SUPERSEDED SURVEY CONTROL
 AF6570
 AF6570  NGVD 29 (??/??/92)    1.578  (m)            5.18   (f) ADJ UNCH    2 1
 AF6570
 AF6570.Superseded values are not recommended for survey control.
 AF6570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6570.See file dsdata.txt to determine how the superseded data were derived.
 AF6570
 AF6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL785170(NAD 83)
 AF6570_MARKER: DD = SURVEY DISK
 AF6570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6570_SP_SET: 4X4 PRECAST
 AF6570_STAMPING: 94 77 A03 RM NO 1
 AF6570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6570+STABILITY: SURFACE MOTION
 AF6570
 AF6570  HISTORY     - Date     Condition        Report By
 AF6570  HISTORY     - 1978     MONUMENTED       FLDT
 AF6570  HISTORY     - 1991     GOOD             USPSQD
 AF6570
 AF6570                          STATION DESCRIPTION
 AF6570
 AF6570'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6570'3.4 MI NE FROM JENSEN BEACH.
 AF6570'BEGINNING AT THE INTERSECTIN OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6570'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 1.4
 AF6570'MILES TO THE MARK JUST NORTH OF THE ENTRANCE TO BEACH CLUB COLONY.
 AF6570'THE MARK BEARS 60 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE
 AF6570'AND 25 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6570
 AF6570                          STATION RECOVERY (1991)
 AF6570
 AF6570'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6571 ***********************************************************************
 AF6571  DESIGNATION -  94 77 A 03 RM 2 FLDT
 AF6571  PID         -  AF6571
 AF6571  STATE/COUNTY-  FL/ST LUCIE
 AF6571  USGS QUAD   -  EDEN (1983)
 AF6571
 AF6571                         *CURRENT SURVEY CONTROL
 AF6571  ___________________________________________________________________
 AF6571* NAD 83(1986)-  27 16 27.     (N)    080 12 24.     (W)     SCALED    
 AF6571* NAVD 88     -         1.243  (meters)       4.08   (feet)  ADJUSTED  
 AF6571  ___________________________________________________________________
 AF6571  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6571  DYNAMIC HT  -           1.241 (meters)       4.07  (feet)  COMP
 AF6571  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AF6571
 AF6571  VERT ORDER  -  SECOND    CLASS I
 AF6571
 AF6571.The horizontal coordinates were scaled from a topographic map and have
 AF6571.an estimated accuracy of +/- 6 seconds.
 AF6571
 AF6571.The orthometric height was determined by differential leveling
 AF6571.and adjusted by the National Geodetic Survey in June 1991..
 AF6571
 AF6571.The geoid height was determined by GEOID03.
 AF6571
 AF6571.The dynamic height is computed by dividing the NAVD 88
 AF6571.geopotential number by the normal gravity value computed on the
 AF6571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6571.degrees latitude (g = 980.6199 gals.).
 AF6571
 AF6571.The modeled gravity was interpolated from observed gravity values.
 AF6571
 AF6571;                    North         East    Units  Estimated Accuracy
 AF6571;SPC FL E     -   326,030.      278,550.      MT  (+/- 180 meters Scaled)
 AF6571
 AF6571                          SUPERSEDED SURVEY CONTROL
 AF6571
 AF6571  NGVD 29 (??/??/92)    1.698  (m)            5.57   (f) ADJ UNCH    2 1
 AF6571
 AF6571.Superseded values are not recommended for survey control.
 AF6571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6571.See file dsdata.txt to determine how the superseded data were derived.
 AF6571
 AF6571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL785170(NAD 83)
 AF6571_MARKER: DD = SURVEY DISK
 AF6571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6571_SP_SET: LIGHT STRUCTURE
 AF6571_STAMPING: 94 77 A03 RM NO 2
 AF6571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6571
 AF6571  HISTORY     - Date     Condition        Report By
 AF6571  HISTORY     - 1978     MONUMENTED       FLDT
 AF6571  HISTORY     - 1991     GOOD             USPSQD
 AF6571
 AF6571                          STATION DESCRIPTION
 AF6571
 AF6571'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6571'3.4 MI NE FROM JENSEN BEACH.
 AF6571'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6571'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 1.4
 AF6571'MILES TO THE MARK, JUST NORTH OF THE ENTRANCE DRIVE TO BEACH CLUB
 AF6571'COLONY. THE MARK IS SET IN THE TOP SOUTHEAST CORNER OF THE CONCRETE
 AF6571'BASE FOR A TELEPHONE CABLE JUNCTION BOX, AND BEARS 40.5 FEET WEST OF
 AF6571'THE CENTERLINE OF STATE ROAD A1A AND 7 FEET SOUTHWEST OF THE CENTER
 AF6571'OF A METAL MANHOLE COVER.
 AF6571
 AF6571                          STATION RECOVERY (1991)
 AF6571
 AF6571'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6573 ***********************************************************************
 AF6573  DESIGNATION -  94 77 A 04 FLDT
 AF6573  PID         -  AF6573
 AF6573  STATE/COUNTY-  FL/ST LUCIE
 AF6573  USGS QUAD   -  EDEN (1983)
 AF6573
 AF6573                         *CURRENT SURVEY CONTROL
 AF6573  ___________________________________________________________________
 AF6573* NAD 83(1986)-  27 17 04.     (N)    080 12 41.     (W)     SCALED    
 AF6573* NAVD 88     -         1.097  (meters)       3.60   (feet)  ADJUSTED  
 AF6573  ___________________________________________________________________
 AF6573  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6573  DYNAMIC HT  -           1.095 (meters)       3.59  (feet)  COMP
 AF6573  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 AF6573
 AF6573  VERT ORDER  -  SECOND    CLASS I
 AF6573
 AF6573.The horizontal coordinates were scaled from a topographic map and have
 AF6573.an estimated accuracy of +/- 6 seconds.
 AF6573
 AF6573.The orthometric height was determined by differential leveling
 AF6573.and adjusted by the National Geodetic Survey in June 1991..
 AF6573
 AF6573.The geoid height was determined by GEOID03.
 AF6573
 AF6573.The dynamic height is computed by dividing the NAVD 88
 AF6573.geopotential number by the normal gravity value computed on the
 AF6573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6573.degrees latitude (g = 980.6199 gals.).
 AF6573
 AF6573.The modeled gravity was interpolated from observed gravity values.
 AF6573
 AF6573;                    North         East    Units  Estimated Accuracy
 AF6573;SPC FL E     -   327,170.      278,070.      MT  (+/- 180 meters Scaled)
 AF6573
 AF6573                          SUPERSEDED SURVEY CONTROL
 AF6573
 AF6573  NGVD 29 (??/??/92)    1.548  (m)            5.08   (f) ADJ UNCH    2 1
 AF6573
 AF6573.Superseded values are not recommended for survey control.
 AF6573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6573.See file dsdata.txt to determine how the superseded data were derived.
 AF6573
 AF6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL780181(NAD 83)
 AF6573_MARKER: DD = SURVEY DISK
 AF6573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6573_SP_SET: CONCRETE POST
 AF6573_STAMPING: 94 77 A04
 AF6573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6573+STABILITY: SURFACE MOTION
 AF6573
 AF6573  HISTORY     - Date     Condition        Report By
 AF6573  HISTORY     - 1978     MONUMENTED       FLDT
 AF6573  HISTORY     - 1989     GOOD             USPSQD
 AF6573  HISTORY     - 1991     GOOD             USPSQD
 AF6573
 AF6573                          STATION DESCRIPTION
 AF6573
 AF6573'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6573'4.1 MI NE FROM JENSEN BEACH.
 AF6573'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6573'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 2.1
 AF6573'MILES TO THE MARK AT THE ENTRANCE DRIVE TO OCEANA CONDOMINIUM. THE
 AF6573'MARK BEARS 57 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, 28
 AF6573'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 27.4 FEET NORTHWEST OF
 AF6573'A FLAG POLE, AND 22 FEET NORTHWEST OF THE CENTER OF THE NORTH END OF
 AF6573'A CONCRETE CULVERT.
 AF6573'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6573'DEPARTMENT OF TRANSPORTATION.
 AF6573
 AF6573                          STATION RECOVERY (1989)
 AF6573
 AF6573'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6573'RECOVERED IN GOOD CONDITION.
 AF6573
 AF6573                          STATION RECOVERY (1991)
 AF6573
 AF6573'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6574 ***********************************************************************
 AF6574  DESIGNATION -  94 77 A 04 RM 1 FLDT
 AF6574  PID         -  AF6574
 AF6574  STATE/COUNTY-  FL/ST LUCIE
 AF6574  USGS QUAD   -  EDEN (1983)
 AF6574
 AF6574                         *CURRENT SURVEY CONTROL
 AF6574  ___________________________________________________________________
 AF6574* NAD 83(1986)-  27 17 04.     (N)    080 12 41.     (W)     SCALED    
 AF6574* NAVD 88     -         1.457  (meters)       4.78   (feet)  ADJUSTED  
 AF6574  ___________________________________________________________________
 AF6574  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6574  DYNAMIC HT  -           1.454 (meters)       4.77  (feet)  COMP
 AF6574  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 AF6574
 AF6574  VERT ORDER  -  SECOND    CLASS I
 AF6574
 AF6574.The horizontal coordinates were scaled from a topographic map and have
 AF6574.an estimated accuracy of +/- 6 seconds.
 AF6574
 AF6574.The orthometric height was determined by differential leveling
 AF6574.and adjusted by the National Geodetic Survey in June 1991..
 AF6574
 AF6574.The geoid height was determined by GEOID03.
 AF6574
 AF6574.The dynamic height is computed by dividing the NAVD 88
 AF6574.geopotential number by the normal gravity value computed on the
 AF6574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6574.degrees latitude (g = 980.6199 gals.).
 AF6574
 AF6574.The modeled gravity was interpolated from observed gravity values.
 AF6574
 AF6574;                    North         East    Units  Estimated Accuracy
 AF6574;SPC FL E     -   327,170.      278,070.      MT  (+/- 180 meters Scaled)
 AF6574
 AF6574                          SUPERSEDED SURVEY CONTROL
 AF6574
 AF6574  NGVD 29 (??/??/92)    1.908  (m)            6.26   (f) ADJ UNCH    2 1
 AF6574
 AF6574.Superseded values are not recommended for survey control.
 AF6574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6574.See file dsdata.txt to determine how the superseded data were derived.
 AF6574
 AF6574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL780181(NAD 83)
 AF6574_MARKER: DD = SURVEY DISK
 AF6574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6574_SP_SET: 4X4 PRECAST
 AF6574_STAMPING: 94 77 A04 RM NO 1
 AF6574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6574+STABILITY: SURFACE MOTION
 AF6574
 AF6574  HISTORY     - Date     Condition        Report By
 AF6574  HISTORY     - 1978     MONUMENTED       FLDT
 AF6574  HISTORY     - 1991     POOR             USPSQD
 AF6574
 AF6574                          STATION DESCRIPTION
 AF6574
 AF6574'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6574'4.1 MI NE FROM JENSEN BEACH.
 AF6574'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6574'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 2.1
 AF6574'MILES TO THE MARK AT THE ENTRANCE DRIVE TO OCEANA CONDOMINIUM. THE
 AF6574'MARK BEARS 60.5 FEET NORTH OF A FLAG POLE, 44.8 FEET EAST OF THE
 AF6574'CENTERLINE OF STATE ROAD A1A, AND 4 FEET WEST OF A PALM TREE.
 AF6574
 AF6574                          STATION RECOVERY (1991)
 AF6574
 AF6574'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6574'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6572 ***********************************************************************
 AF6572  DESIGNATION -  94 77 A 04 RM 2 FLDT
 AF6572  PID         -  AF6572
 AF6572  STATE/COUNTY-  FL/ST LUCIE
 AF6572  USGS QUAD   -  EDEN (1983)
 AF6572
 AF6572                         *CURRENT SURVEY CONTROL
 AF6572  ___________________________________________________________________
 AF6572* NAD 83(1986)-  27 17 04.     (N)    080 12 41.     (W)     SCALED    
 AF6572* NAVD 88     -         1.417  (meters)       4.65   (feet)  ADJUSTED  
 AF6572  ___________________________________________________________________
 AF6572  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6572  DYNAMIC HT  -           1.414 (meters)       4.64  (feet)  COMP
 AF6572  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 AF6572
 AF6572  VERT ORDER  -  SECOND    CLASS I
 AF6572
 AF6572.The horizontal coordinates were scaled from a topographic map and have
 AF6572.an estimated accuracy of +/- 6 seconds.
 AF6572
 AF6572.The orthometric height was determined by differential leveling
 AF6572.and adjusted by the National Geodetic Survey in June 1991..
 AF6572
 AF6572.The geoid height was determined by GEOID03.
 AF6572
 AF6572.The dynamic height is computed by dividing the NAVD 88
 AF6572.geopotential number by the normal gravity value computed on the
 AF6572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6572.degrees latitude (g = 980.6199 gals.).
 AF6572
 AF6572.The modeled gravity was interpolated from observed gravity values.
 AF6572
 AF6572;                    North         East    Units  Estimated Accuracy
 AF6572;SPC FL E     -   327,170.      278,070.      MT  (+/- 180 meters Scaled)
 AF6572
 AF6572                          SUPERSEDED SURVEY CONTROL
 AF6572
 AF6572  NGVD 29 (??/??/92)    1.867  (m)            6.13   (f) ADJ UNCH    2 1
 AF6572
 AF6572.Superseded values are not recommended for survey control.
 AF6572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6572.See file dsdata.txt to determine how the superseded data were derived.
 AF6572
 AF6572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL780181(NAD 83)
 AF6572_MARKER: DD = SURVEY DISK
 AF6572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6572_SP_SET: 4X4 PRECAST
 AF6572_STAMPING: 94 77 A04 RM NO 1
 AF6572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6572+STABILITY: SURFACE MOTION
 AF6572
 AF6572  HISTORY     - Date     Condition        Report By
 AF6572  HISTORY     - 1978     MONUMENTED       FLDT
 AF6572  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6572
 AF6572                          STATION DESCRIPTION
 AF6572
 AF6572'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6572'4.1 MI NE FROM JENSEN BEACH.
 AF6572'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6572'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 2.1
 AF6572'MILES. THE MARK IS AT THE ENTRANCE DRIVE TO OCEANA CONDOMINIUM, AND
 AF6572'BEARS 44 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 28.5 FEET
 AF6572'NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, 8.8 FEET WEST OF THE
 AF6572'SOUTHWEST CORNER OF THE WOODEN FENCE AROUND A WATER MAIN, AND 6.4
 AF6572'FEET SOUTH OF A FLAG POLE.
 AF6572
 AF6572                          STATION RECOVERY (1991)
 AF6572
 AF6572'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6576 ***********************************************************************
 AF6576  DESIGNATION -  94 77 A 05 FLDT
 AF6576  PID         -  AF6576
 AF6576  STATE/COUNTY-  FL/ST LUCIE
 AF6576  USGS QUAD   -  EDEN (1983)
 AF6576
 AF6576                         *CURRENT SURVEY CONTROL
 AF6576  ___________________________________________________________________
 AF6576* NAD 83(1986)-  27 17 21.     (N)    080 12 49.     (W)     SCALED    
 AF6576* NAVD 88     -         1.134  (meters)       3.72   (feet)  ADJUSTED  
 AF6576  ___________________________________________________________________
 AF6576  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6576  DYNAMIC HT  -           1.132 (meters)       3.71  (feet)  COMP
 AF6576  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AF6576
 AF6576  VERT ORDER  -  SECOND    CLASS I
 AF6576
 AF6576.The horizontal coordinates were scaled from a topographic map and have
 AF6576.an estimated accuracy of +/- 6 seconds.
 AF6576
 AF6576.The orthometric height was determined by differential leveling
 AF6576.and adjusted by the National Geodetic Survey in June 1991..
 AF6576
 AF6576.The geoid height was determined by GEOID03.
 AF6576
 AF6576.The dynamic height is computed by dividing the NAVD 88
 AF6576.geopotential number by the normal gravity value computed on the
 AF6576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6576.degrees latitude (g = 980.6199 gals.).
 AF6576
 AF6576.The modeled gravity was interpolated from observed gravity values.
 AF6576
 AF6576;                    North         East    Units  Estimated Accuracy
 AF6576;SPC FL E     -   327,690.      277,850.      MT  (+/- 180 meters Scaled)
 AF6576
 AF6576                          SUPERSEDED SURVEY CONTROL
 AF6576
 AF6576  NGVD 29 (??/??/92)    1.585  (m)            5.20   (f) ADJ UNCH    2 1
 AF6576
 AF6576.Superseded values are not recommended for survey control.
 AF6576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6576.See file dsdata.txt to determine how the superseded data were derived.
 AF6576
 AF6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL778187(NAD 83)
 AF6576_MARKER: DD = SURVEY DISK
 AF6576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6576_SP_SET: CONCRETE POST
 AF6576_STAMPING: 94 77 A05
 AF6576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6576+STABILITY: SURFACE MOTION
 AF6576
 AF6576  HISTORY     - Date     Condition        Report By
 AF6576  HISTORY     - 1978     MONUMENTED       FLDT
 AF6576
 AF6576                          STATION DESCRIPTION
 AF6576
 AF6576'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6576'4.5 MI NE FROM JENSEN BEACH.
 AF6576'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6576'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A 2.5
 AF6576'MILES TO A SAND ROAD LEADING EAST TO THE BEACH. THE MARK BEARS 79
 AF6576'FEET SOUTH SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE JUNCTION OF
 AF6576'STATE ROAD A1A AND THE SAND ROAD, 101.5 FEET SOUTHWEST OF A POWER
 AF6576'POLE, AND 18 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6576'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6576'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6575 ***********************************************************************
 AF6575  DESIGNATION -  94 77 A 05 RM 1 FLDT
 AF6575  PID         -  AF6575
 AF6575  STATE/COUNTY-  FL/ST LUCIE
 AF6575  USGS QUAD   -  EDEN (1983)
 AF6575
 AF6575                         *CURRENT SURVEY CONTROL
 AF6575  ___________________________________________________________________
 AF6575* NAD 83(1986)-  27 17 21.     (N)    080 12 49.     (W)     SCALED    
 AF6575* NAVD 88     -         0.938  (meters)       3.08   (feet)  ADJUSTED  
 AF6575  ___________________________________________________________________
 AF6575  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6575  DYNAMIC HT  -           0.936 (meters)       3.07  (feet)  COMP
 AF6575  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AF6575
 AF6575  VERT ORDER  -  SECOND    CLASS I
 AF6575
 AF6575.The horizontal coordinates were scaled from a topographic map and have
 AF6575.an estimated accuracy of +/- 6 seconds.
 AF6575
 AF6575.The orthometric height was determined by differential leveling
 AF6575.and adjusted by the National Geodetic Survey in June 1991..
 AF6575
 AF6575.The geoid height was determined by GEOID03.
 AF6575
 AF6575.The dynamic height is computed by dividing the NAVD 88
 AF6575.geopotential number by the normal gravity value computed on the
 AF6575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6575.degrees latitude (g = 980.6199 gals.).
 AF6575
 AF6575.The modeled gravity was interpolated from observed gravity values.
 AF6575
 AF6575;                    North         East    Units  Estimated Accuracy
 AF6575;SPC FL E     -   327,690.      277,850.      MT  (+/- 180 meters Scaled)
 AF6575
 AF6575                          SUPERSEDED SURVEY CONTROL
 AF6575
 AF6575  NGVD 29 (??/??/92)    1.388  (m)            4.55   (f) ADJ UNCH    2 1
 AF6575
 AF6575.Superseded values are not recommended for survey control.
 AF6575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6575.See file dsdata.txt to determine how the superseded data were derived.
 AF6575
 AF6575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL778187(NAD 83)
 AF6575_MARKER: DD = SURVEY DISK
 AF6575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6575_SP_SET: 4X4 PRECAST
 AF6575_STAMPING: 94 77 A05 RM NO 1
 AF6575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6575+STABILITY: SURFACE MOTION
 AF6575
 AF6575  HISTORY     - Date     Condition        Report By
 AF6575  HISTORY     - 1978     MONUMENTED       FLDT
 AF6575
 AF6575                          STATION DESCRIPTION
 AF6575
 AF6575'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6575'4.5 MI NE FROM JENSEN BEACH.
 AF6575'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6575'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 2.5
 AF6575'MILES TO A SAND ROAD LEADING EAST TO THE BEACH. THE MARK BEARS 46
 AF6575'FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6577 ***********************************************************************
 AF6577  DESIGNATION -  94 77 A 05 RM 2
 AF6577  PID         -  AF6577
 AF6577  STATE/COUNTY-  FL/ST LUCIE
 AF6577  USGS QUAD   -  EDEN (1983)
 AF6577
 AF6577                         *CURRENT SURVEY CONTROL
 AF6577  ___________________________________________________________________
 AF6577* NAD 83(1999)-  27 17 24.76875(N)    080 12 51.43366(W)     ADJUSTED  
 AF6577* NAVD 88     -         0.934  (meters)       3.06   (feet)  ADJUSTED  
 AF6577  ___________________________________________________________________
 AF6577  X           -     964,066.986 (meters)                     COMP
 AF6577  Y           -  -5,589,662.330 (meters)                     COMP
 AF6577  Z           -   2,906,818.644 (meters)                     COMP
 AF6577  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AF6577  ELLIP HEIGHT-         -26.70  (meters)          (06/19/01) GPS OBS
 AF6577  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6577  DYNAMIC HT  -           0.932 (meters)       3.06  (feet)  COMP
 AF6577  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AF6577
 AF6577  HORZ ORDER  -  FIRST
 AF6577  VERT ORDER  -  SECOND    CLASS I
 AF6577  ELLP ORDER  -  FOURTH    CLASS I
 AF6577
 AF6577.The horizontal coordinates were established by GPS observations
 AF6577.and adjusted by the National Geodetic Survey in June 2001..
 AF6577
 AF6577.The orthometric height was determined by differential leveling
 AF6577.and adjusted by the National Geodetic Survey in June 1991..
 AF6577
 AF6577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6577
 AF6577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6577
 AF6577.The ellipsoidal height was determined by GPS observations
 AF6577.and is referenced to NAD 83.
 AF6577
 AF6577.The geoid height was determined by GEOID03.
 AF6577
 AF6577.The dynamic height is computed by dividing the NAVD 88
 AF6577.geopotential number by the normal gravity value computed on the
 AF6577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6577.degrees latitude (g = 980.6199 gals.).
 AF6577
 AF6577.The modeled gravity was interpolated from observed gravity values.
 AF6577
 AF6577;                    North         East     Units Scale Factor Converg.
 AF6577;SPC FL E     -   327,804.042   277,781.496   MT  1.00001583   +0 21 37.0
 AF6577;SPC FL E     - 1,075,470.43    911,354.79   sFT  1.00001583   +0 21 37.0
 AF6577;UTM  17      - 3,018,824.178   577,754.957   MT  0.99967463   +0 21 37.0
 AF6577
 AF6577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6577!SPC FL E     -   1.00000419  x   1.00001583  =   1.00002002
 AF6577!UTM  17      -   1.00000419  x   0.99967463  =   0.99967882
 AF6577
 AF6577                          SUPERSEDED SURVEY CONTROL
 AF6577
 AF6577  NAD 83(1990)-  27 17 24.76775(N)    080 12 51.43255(W) AD(       ) 1
 AF6577  ELLIP H (06/21/95)  -26.66   (m)                       GP(       ) 3 2
 AF6577  NAVD 88 (06/21/95)    0.93   (m)            3.1    (f) LEVELING    3  
 AF6577  NGVD 29 (??/??/92)    1.385  (m)            4.54   (f) ADJ UNCH    2 1
 AF6577
 AF6577.Superseded values are not recommended for survey control.
 AF6577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6577.See file dsdata.txt to determine how the superseded data were derived.
 AF6577
 AF6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7775518824(NAD 83)
 AF6577_MARKER: DD = SURVEY DISK
 AF6577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6577_SP_SET: 4X4 PRECAST
 AF6577_STAMPING: 94 77 A05 RM NO 2
 AF6577_MARK LOGO: FLDNR 
 AF6577_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6577+STABILITY: SURFACE MOTION
 AF6577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6577+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1993
 AF6577
 AF6577  HISTORY     - Date     Condition        Report By
 AF6577  HISTORY     - 1978     MONUMENTED       FLDT
 AF6577  HISTORY     - 19931027 GOOD             GCYI
 AF6577
 AF6577                          STATION DESCRIPTION
 AF6577
 AF6577'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6577'4.5 MI NE FROM JENSEN BEACH.
 AF6577'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6577'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 2.5
 AF6577'MILES TO A SAND ROAD LEADING EAST TO THE BEACH. THE MARK BEARS 64
 AF6577'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE JUNCTION OF STATE
 AF6577'ROAD A1A AND THE SAND ROAD, 60.5 FEET SOUTH OF A POWER POLE, AND 47
 AF6577'FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6577
 AF6577                          STATION RECOVERY (1993)
 AF6577
 AF6577'RECOVERY NOTE BY G.C.Y., INCORPORATED 1993
 AF6577'RECOVERED AS DESCRIBED.
 AF6577'
 AF6577'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A, 2
 AF6577'MI (3.22 KM) EAST OF OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A
 AF6577'FOR 2.5 MI (4.02 KM) .   THE MARK BEARS 9 FT (2.74 M) WESTERLY OF THE
 AF6577'WEST EDGE OF PAVEMENT OF STATE ROAD A1A AND 25 FT (7.62 M) SOUTH OF
 AF6577'SOUTH EDGE OF PAVEMENT OF AN ENTRANCE ROAD TO THE WEST, HAVING A
 AF6577'WITNESS POST 3 FT (0.91 M) WEST.
 AF6577'
 AF6577'SET P.K. NAIL AND DISK IN ASPHALT WITH A MAGNETIC AZIMUTH OF 00
 AF6577'DEGREES, A DISTANCE OF 39.10 FT (11.92 M) .  SET P.K. NAIL AND DISK IN
 AF6577'ASPHALT WITH A MAGNETIC AZIMUTH OF 42 DEGREES, 12 MINUTES, 24 MINUTES,
 AF6577'A DISTANCE OF 19.70 FT (6.00 M) .  SET P.K. NAIL AND DISK IN ASPHALT
 AF6577'WITH A MAGNETIC AZIMUTH OF 168 DEGREES, 19 MINUTES, 22 SECONDS, A
 AF6577'DISTANCE OF 25.71 FT (7.84 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6579 ***********************************************************************
 AF6579  DESIGNATION -  94 77 A 06 FLDT
 AF6579  PID         -  AF6579
 AF6579  STATE/COUNTY-  FL/ST LUCIE
 AF6579  USGS QUAD   -  EDEN (1983)
 AF6579
 AF6579                         *CURRENT SURVEY CONTROL
 AF6579  ___________________________________________________________________
 AF6579* NAD 83(1986)-  27 18 01.     (N)    080 13 07.     (W)     SCALED    
 AF6579* NAVD 88     -         1.094  (meters)       3.59   (feet)  ADJUSTED  
 AF6579  ___________________________________________________________________
 AF6579  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6579  DYNAMIC HT  -           1.092 (meters)       3.58  (feet)  COMP
 AF6579  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 AF6579
 AF6579  VERT ORDER  -  SECOND    CLASS I
 AF6579
 AF6579.The horizontal coordinates were scaled from a topographic map and have
 AF6579.an estimated accuracy of +/- 6 seconds.
 AF6579
 AF6579.The orthometric height was determined by differential leveling
 AF6579.and adjusted by the National Geodetic Survey in June 1991..
 AF6579
 AF6579.The geoid height was determined by GEOID03.
 AF6579
 AF6579.The dynamic height is computed by dividing the NAVD 88
 AF6579.geopotential number by the normal gravity value computed on the
 AF6579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6579.degrees latitude (g = 980.6199 gals.).
 AF6579
 AF6579.The modeled gravity was interpolated from observed gravity values.
 AF6579
 AF6579;                    North         East    Units  Estimated Accuracy
 AF6579;SPC FL E     -   328,920.      277,350.      MT  (+/- 180 meters Scaled)
 AF6579
 AF6579                          SUPERSEDED SURVEY CONTROL
 AF6579
 AF6579  NGVD 29 (??/??/92)    1.544  (m)            5.07   (f) ADJ UNCH    2 1
 AF6579
 AF6579.Superseded values are not recommended for survey control.
 AF6579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6579.See file dsdata.txt to determine how the superseded data were derived.
 AF6579
 AF6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL773199(NAD 83)
 AF6579_MARKER: DD = SURVEY DISK
 AF6579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6579_SP_SET: CONCRETE POST
 AF6579_STAMPING: 94 77 A06
 AF6579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6579+STABILITY: SURFACE MOTION
 AF6579
 AF6579  HISTORY     - Date     Condition        Report By
 AF6579  HISTORY     - 1978     MONUMENTED       FLDT
 AF6579  HISTORY     - 1991     GOOD             USPSQD
 AF6579
 AF6579                          STATION DESCRIPTION
 AF6579
 AF6579'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6579'5.3 MI NE FROM JENSEN BEACH.
 AF6579'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6579'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 3.2
 AF6579'MILES. THE MARK BEARS 27 FEET WEST OF THE CENTERLINE OF STATE ROAD
 AF6579'A1A, AND 18 FEET NORTHEAST OF A POWER POLE.
 AF6579'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6579'DEPARTMENT OF TRANSPORTATION.
 AF6579
 AF6579                          STATION RECOVERY (1991)
 AF6579
 AF6579'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6578 ***********************************************************************
 AF6578  DESIGNATION -  94 77 A 06 RM 1 FLDT
 AF6578  PID         -  AF6578
 AF6578  STATE/COUNTY-  FL/ST LUCIE
 AF6578  USGS QUAD   -  EDEN (1983)
 AF6578
 AF6578                         *CURRENT SURVEY CONTROL
 AF6578  ___________________________________________________________________
 AF6578* NAD 83(1986)-  27 18 01.     (N)    080 13 07.     (W)     SCALED    
 AF6578* NAVD 88     -         1.550  (meters)       5.09   (feet)  ADJUSTED  
 AF6578  ___________________________________________________________________
 AF6578  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6578  DYNAMIC HT  -           1.547 (meters)       5.08  (feet)  COMP
 AF6578  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 AF6578
 AF6578  VERT ORDER  -  SECOND    CLASS I
 AF6578
 AF6578.The horizontal coordinates were scaled from a topographic map and have
 AF6578.an estimated accuracy of +/- 6 seconds.
 AF6578
 AF6578.The orthometric height was determined by differential leveling
 AF6578.and adjusted by the National Geodetic Survey in June 1991..
 AF6578
 AF6578.The geoid height was determined by GEOID03.
 AF6578
 AF6578.The dynamic height is computed by dividing the NAVD 88
 AF6578.geopotential number by the normal gravity value computed on the
 AF6578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6578.degrees latitude (g = 980.6199 gals.).
 AF6578
 AF6578.The modeled gravity was interpolated from observed gravity values.
 AF6578
 AF6578;                    North         East    Units  Estimated Accuracy
 AF6578;SPC FL E     -   328,920.      277,350.      MT  (+/- 180 meters Scaled)
 AF6578
 AF6578                          SUPERSEDED SURVEY CONTROL
 AF6578
 AF6578  NGVD 29 (??/??/92)    2.000  (m)            6.56   (f) ADJ UNCH    2 1
 AF6578
 AF6578.Superseded values are not recommended for survey control.
 AF6578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6578.See file dsdata.txt to determine how the superseded data were derived.
 AF6578
 AF6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL773199(NAD 83)
 AF6578_MARKER: DD = SURVEY DISK
 AF6578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6578_SP_SET: 4X4 PRECAST
 AF6578_STAMPING: 94 77 A06 RM 1
 AF6578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6578+STABILITY: SURFACE MOTION
 AF6578
 AF6578  HISTORY     - Date     Condition        Report By
 AF6578  HISTORY     - 1978     MONUMENTED       FLDT
 AF6578  HISTORY     - 1991     GOOD             USPSQD
 AF6578
 AF6578                          STATION DESCRIPTION
 AF6578
 AF6578'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6578'5.3 MI NE FROM JENSEN BEACH.
 AF6578'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6578'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 3.2
 AF6578'MILES. THE MARK BEARS 44 FEET WEST OF THE CENTERLINE OF STATE ROAD
 AF6578'A1A, AND 20 FEET SOUTH OF A POWER POLE.
 AF6578
 AF6578                          STATION RECOVERY (1991)
 AF6578
 AF6578'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6580 ***********************************************************************
 AF6580  DESIGNATION -  94 77 A 06 RM 2 FLDT
 AF6580  PID         -  AF6580
 AF6580  STATE/COUNTY-  FL/ST LUCIE
 AF6580  USGS QUAD   -  EDEN (1983)
 AF6580
 AF6580                         *CURRENT SURVEY CONTROL
 AF6580  ___________________________________________________________________
 AF6580* NAD 83(1986)-  27 18 01.     (N)    080 13 07.     (W)     SCALED    
 AF6580* NAVD 88     -         1.449  (meters)       4.75   (feet)  ADJUSTED  
 AF6580  ___________________________________________________________________
 AF6580  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6580  DYNAMIC HT  -           1.447 (meters)       4.75  (feet)  COMP
 AF6580  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 AF6580
 AF6580  VERT ORDER  -  SECOND    CLASS I
 AF6580
 AF6580.The horizontal coordinates were scaled from a topographic map and have
 AF6580.an estimated accuracy of +/- 6 seconds.
 AF6580
 AF6580.The orthometric height was determined by differential leveling
 AF6580.and adjusted by the National Geodetic Survey in June 1991..
 AF6580
 AF6580.The geoid height was determined by GEOID03.
 AF6580
 AF6580.The dynamic height is computed by dividing the NAVD 88
 AF6580.geopotential number by the normal gravity value computed on the
 AF6580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6580.degrees latitude (g = 980.6199 gals.).
 AF6580
 AF6580.The modeled gravity was interpolated from observed gravity values.
 AF6580
 AF6580;                    North         East    Units  Estimated Accuracy
 AF6580;SPC FL E     -   328,920.      277,350.      MT  (+/- 180 meters Scaled)
 AF6580
 AF6580                          SUPERSEDED SURVEY CONTROL
 AF6580
 AF6580  NGVD 29 (??/??/92)    1.899  (m)            6.23   (f) ADJ UNCH    2 1
 AF6580
 AF6580.Superseded values are not recommended for survey control.
 AF6580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6580.See file dsdata.txt to determine how the superseded data were derived.
 AF6580
 AF6580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL773199(NAD 83)
 AF6580_MARKER: DD = SURVEY DISK
 AF6580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6580_SP_SET: 4X4 PRECAST
 AF6580_STAMPING: 94 77 A06 RM NO 2
 AF6580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6580+STABILITY: SURFACE MOTION
 AF6580
 AF6580  HISTORY     - Date     Condition        Report By
 AF6580  HISTORY     - 1978     MONUMENTED       FLDT
 AF6580
 AF6580                          STATION DESCRIPTION
 AF6580
 AF6580'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6580'5.3 MI NE FROM JENSEN BEACH.
 AF6580'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6580'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 3.2
 AF6580'MILES. THE MARK BEARS 45 FEET WEST OF THE CENTERLINE OF STATE ROAD
 AF6580'A1A AND 43 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6582 ***********************************************************************
 AF6582  DESIGNATION -  94 77 A 07 FLDT
 AF6582  PID         -  AF6582
 AF6582  STATE/COUNTY-  FL/ST LUCIE
 AF6582  USGS QUAD   -  EDEN (1983)
 AF6582
 AF6582                         *CURRENT SURVEY CONTROL
 AF6582  ___________________________________________________________________
 AF6582* NAD 83(1986)-  27 18 35.     (N)    080 13 20.     (W)     SCALED    
 AF6582* NAVD 88     -         0.695  (meters)       2.28   (feet)  ADJUSTED  
 AF6582  ___________________________________________________________________
 AF6582  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6582  DYNAMIC HT  -           0.694 (meters)       2.28  (feet)  COMP
 AF6582  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 AF6582
 AF6582  VERT ORDER  -  SECOND    CLASS I
 AF6582
 AF6582.The horizontal coordinates were scaled from a topographic map and have
 AF6582.an estimated accuracy of +/- 6 seconds.
 AF6582
 AF6582.The orthometric height was determined by differential leveling
 AF6582.and adjusted by the National Geodetic Survey in June 1991..
 AF6582
 AF6582.The geoid height was determined by GEOID03.
 AF6582
 AF6582.The dynamic height is computed by dividing the NAVD 88
 AF6582.geopotential number by the normal gravity value computed on the
 AF6582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6582.degrees latitude (g = 980.6199 gals.).
 AF6582
 AF6582.The modeled gravity was interpolated from observed gravity values.
 AF6582
 AF6582;                    North         East    Units  Estimated Accuracy
 AF6582;SPC FL E     -   329,960.      276,980.      MT  (+/- 180 meters Scaled)
 AF6582
 AF6582                          SUPERSEDED SURVEY CONTROL
 AF6582
 AF6582  NGVD 29 (??/??/92)    1.146  (m)            3.76   (f) ADJ UNCH    2 1
 AF6582
 AF6582.Superseded values are not recommended for survey control.
 AF6582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6582.See file dsdata.txt to determine how the superseded data were derived.
 AF6582
 AF6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL769209(NAD 83)
 AF6582_MARKER: DD = SURVEY DISK
 AF6582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6582_SP_SET: CONCRETE POST
 AF6582_STAMPING: 94 77 A07
 AF6582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6582+STABILITY: SURFACE MOTION
 AF6582
 AF6582  HISTORY     - Date     Condition        Report By
 AF6582  HISTORY     - 1978     MONUMENTED       FLDT
 AF6582  HISTORY     - 1989     GOOD             USPSQD
 AF6582
 AF6582                          STATION DESCRIPTION
 AF6582
 AF6582'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6582'5 MI NE FROM JENSEN BEACH.
 AF6582'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6582'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 3.9
 AF6582'MILES. THE MARK BEARS 24.7 FEET EAST OF THE CENTERLINE OF STATE ROAD
 AF6582'A1A AND 20 FEET WEST NORTHWEST OF A POWER POLE.
 AF6582'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6582'DEPARTMENT OF TRANSPORTATIN.
 AF6582
 AF6582                          STATION RECOVERY (1989)
 AF6582
 AF6582'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6583 ***********************************************************************
 AF6583  DESIGNATION -  94 77 A 07 RM 1 FLDT
 AF6583  PID         -  AF6583
 AF6583  STATE/COUNTY-  FL/ST LUCIE
 AF6583  USGS QUAD   -  EDEN (1983)
 AF6583
 AF6583                         *CURRENT SURVEY CONTROL
 AF6583  ___________________________________________________________________
 AF6583* NAD 83(1986)-  27 18 35.     (N)    080 13 20.     (W)     SCALED    
 AF6583* NAVD 88     -         0.237  (meters)       0.78   (feet)  ADJUSTED  
 AF6583  ___________________________________________________________________
 AF6583  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6583  DYNAMIC HT  -           0.236 (meters)       0.77  (feet)  COMP
 AF6583  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 AF6583
 AF6583  VERT ORDER  -  SECOND    CLASS I
 AF6583
 AF6583.The horizontal coordinates were scaled from a topographic map and have
 AF6583.an estimated accuracy of +/- 6 seconds.
 AF6583
 AF6583.The orthometric height was determined by differential leveling
 AF6583.and adjusted by the National Geodetic Survey in June 1991..
 AF6583
 AF6583.The geoid height was determined by GEOID03.
 AF6583
 AF6583.The dynamic height is computed by dividing the NAVD 88
 AF6583.geopotential number by the normal gravity value computed on the
 AF6583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6583.degrees latitude (g = 980.6199 gals.).
 AF6583
 AF6583.The modeled gravity was interpolated from observed gravity values.
 AF6583
 AF6583;                    North         East    Units  Estimated Accuracy
 AF6583;SPC FL E     -   329,960.      276,980.      MT  (+/- 180 meters Scaled)
 AF6583
 AF6583                          SUPERSEDED SURVEY CONTROL
 AF6583
 AF6583  NGVD 29 (??/??/92)    0.688  (m)            2.26   (f) ADJ UNCH    2 1
 AF6583
 AF6583.Superseded values are not recommended for survey control.
 AF6583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6583.See file dsdata.txt to determine how the superseded data were derived.
 AF6583
 AF6583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL769209(NAD 83)
 AF6583_MARKER: DD = SURVEY DISK
 AF6583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6583_SP_SET: 4X4 PRECAST
 AF6583_STAMPING: 94 77 A07 RM NO 1
 AF6583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6583+STABILITY: SURFACE MOTION
 AF6583
 AF6583  HISTORY     - Date     Condition        Report By
 AF6583  HISTORY     - 1978     MONUMENTED       FLDT
 AF6583  HISTORY     - 1989     GOOD             USPSQD
 AF6583  HISTORY     - 1991     GOOD             USPSQD
 AF6583
 AF6583                          STATION DESCRIPTION
 AF6583
 AF6583'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6583'5 MI NE FROM JENSEN BEACH.
 AF6583'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6583'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 3.9
 AF6583'MILES. THE MARK BEARS 50.5 FEET NORTH OF A POWER POLE AND 39.5 FEET
 AF6583'EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6583
 AF6583                          STATION RECOVERY (1989)
 AF6583
 AF6583'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6583'RECOVERED IN GOOD CONDITION.
 AF6583
 AF6583                          STATION RECOVERY (1991)
 AF6583
 AF6583'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6581 ***********************************************************************
 AF6581  DESIGNATION -  94 77 A 07 RM 2 FLDT
 AF6581  PID         -  AF6581
 AF6581  STATE/COUNTY-  FL/ST LUCIE
 AF6581  USGS QUAD   -  EDEN (1983)
 AF6581
 AF6581                         *CURRENT SURVEY CONTROL
 AF6581  ___________________________________________________________________
 AF6581* NAD 83(1986)-  27 18 35.     (N)    080 13 20.     (W)     SCALED    
 AF6581* NAVD 88     -         0.504  (meters)       1.65   (feet)  ADJUSTED  
 AF6581  ___________________________________________________________________
 AF6581  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6581  DYNAMIC HT  -           0.503 (meters)       1.65  (feet)  COMP
 AF6581  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 AF6581
 AF6581  VERT ORDER  -  SECOND    CLASS I
 AF6581
 AF6581.The horizontal coordinates were scaled from a topographic map and have
 AF6581.an estimated accuracy of +/- 6 seconds.
 AF6581
 AF6581.The orthometric height was determined by differential leveling
 AF6581.and adjusted by the National Geodetic Survey in June 1991..
 AF6581
 AF6581.The geoid height was determined by GEOID03.
 AF6581
 AF6581.The dynamic height is computed by dividing the NAVD 88
 AF6581.geopotential number by the normal gravity value computed on the
 AF6581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6581.degrees latitude (g = 980.6199 gals.).
 AF6581
 AF6581.The modeled gravity was interpolated from observed gravity values.
 AF6581
 AF6581;                    North         East    Units  Estimated Accuracy
 AF6581;SPC FL E     -   329,960.      276,980.      MT  (+/- 180 meters Scaled)
 AF6581
 AF6581                          SUPERSEDED SURVEY CONTROL
 AF6581
 AF6581  NGVD 29 (??/??/92)    0.955  (m)            3.13   (f) ADJ UNCH    2 1
 AF6581
 AF6581.Superseded values are not recommended for survey control.
 AF6581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6581.See file dsdata.txt to determine how the superseded data were derived.
 AF6581
 AF6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL769209(NAD 83)
 AF6581_MARKER: DD = SURVEY DISK
 AF6581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6581_SP_SET: 4X4 PRECAST
 AF6581_STAMPING: 94 77 A07 RM NO 2
 AF6581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6581+STABILITY: SURFACE MOTION
 AF6581
 AF6581  HISTORY     - Date     Condition        Report By
 AF6581  HISTORY     - 1978     MONUMENTED       FLDT
 AF6581  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6581
 AF6581                          STATION DESCRIPTION
 AF6581
 AF6581'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6581'5 MI NE FROM JENSEN BEACH.
 AF6581'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6581'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 3.9
 AF6581'MILES.  THE MARK BEARS 45.4 FEET EAST OF THE CENTERLINE OF STATE ROAD
 AF6581'A1A AND 35 FEET SOUTH OF A POWER POLE.
 AF6581
 AF6581                          STATION RECOVERY (1989)
 AF6581
 AF6581'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6585 ***********************************************************************
 AF6585  DESIGNATION -  94 77 A 08 FLDT
 AF6585  PID         -  AF6585
 AF6585  STATE/COUNTY-  FL/ST LUCIE
 AF6585  USGS QUAD   -  EDEN (1983)
 AF6585
 AF6585                         *CURRENT SURVEY CONTROL
 AF6585  ___________________________________________________________________
 AF6585* NAD 83(1986)-  27 19 10.     (N)    080 13 37.     (W)     SCALED    
 AF6585* NAVD 88     -         0.848  (meters)       2.78   (feet)  ADJUSTED  
 AF6585  ___________________________________________________________________
 AF6585  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6585  DYNAMIC HT  -           0.847 (meters)       2.78  (feet)  COMP
 AF6585  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AF6585
 AF6585  VERT ORDER  -  SECOND    CLASS I
 AF6585
 AF6585.The horizontal coordinates were scaled from a topographic map and have
 AF6585.an estimated accuracy of +/- 6 seconds.
 AF6585
 AF6585.The orthometric height was determined by differential leveling
 AF6585.and adjusted by the National Geodetic Survey in June 1991..
 AF6585
 AF6585.The geoid height was determined by GEOID03.
 AF6585
 AF6585.The dynamic height is computed by dividing the NAVD 88
 AF6585.geopotential number by the normal gravity value computed on the
 AF6585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6585.degrees latitude (g = 980.6199 gals.).
 AF6585
 AF6585.The modeled gravity was interpolated from observed gravity values.
 AF6585
 AF6585;                    North         East    Units  Estimated Accuracy
 AF6585;SPC FL E     -   331,040.      276,510.      MT  (+/- 180 meters Scaled)
 AF6585
 AF6585                          SUPERSEDED SURVEY CONTROL
 AF6585
 AF6585  NGVD 29 (??/??/92)    1.300  (m)            4.27   (f) ADJ UNCH    2 1
 AF6585
 AF6585.Superseded values are not recommended for survey control.
 AF6585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6585.See file dsdata.txt to determine how the superseded data were derived.
 AF6585
 AF6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL764220(NAD 83)
 AF6585_MARKER: DD = SURVEY DISK
 AF6585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6585_SP_SET: CONCRETE POST
 AF6585_STAMPING: 94 77 A08
 AF6585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6585+STABILITY: SURFACE MOTION
 AF6585
 AF6585  HISTORY     - Date     Condition        Report By
 AF6585  HISTORY     - 1978     MONUMENTED       FLDT
 AF6585  HISTORY     - 1989     GOOD             USPSQD
 AF6585  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6585
 AF6585                          STATION DESCRIPTION
 AF6585
 AF6585'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6585'6.7 MI NE FROM JENSEN BEACH.
 AF6585'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6585'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 4.7
 AF6585'MILES TO ENTRANCE TO HERMANS BAY ACCESS. THE MARK BEARS 65 FEET EAST
 AF6585'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, 21 FEET NORTH NORTHWEST
 AF6585'OF THE CENTERLINE OF THE ENTRANCE DRIVE, 20.3 FEET WEST SOUTHWEST OF
 AF6585'A POWER POLE, AND 18.5 FEET SOUTH OF THE SOUTH END OF A CONCRETE HEAD-
 AF6585'WALL.
 AF6585'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6585'DEPARTMENT OF TRANSPORTATION.
 AF6585
 AF6585                          STATION RECOVERY (1989)
 AF6585
 AF6585'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRD)
 AF6585'RECOVERED IN GOOD CONDITION.
 AF6585
 AF6585                          STATION RECOVERY (1991)
 AF6585
 AF6585'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6586 ***********************************************************************
 AF6586  DESIGNATION -  94 77 A 08 RM 1 FLDT
 AF6586  PID         -  AF6586
 AF6586  STATE/COUNTY-  FL/ST LUCIE
 AF6586  USGS QUAD   -  EDEN (1983)
 AF6586
 AF6586                         *CURRENT SURVEY CONTROL
 AF6586  ___________________________________________________________________
 AF6586* NAD 83(1986)-  27 19 10.     (N)    080 13 37.     (W)     SCALED    
 AF6586* NAVD 88     -         0.584  (meters)       1.92   (feet)  ADJUSTED  
 AF6586  ___________________________________________________________________
 AF6586  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6586  DYNAMIC HT  -           0.583 (meters)       1.91  (feet)  COMP
 AF6586  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AF6586
 AF6586  VERT ORDER  -  SECOND    CLASS I
 AF6586
 AF6586.The horizontal coordinates were scaled from a topographic map and have
 AF6586.an estimated accuracy of +/- 6 seconds.
 AF6586
 AF6586.The orthometric height was determined by differential leveling
 AF6586.and adjusted by the National Geodetic Survey in June 1991..
 AF6586
 AF6586.The geoid height was determined by GEOID03.
 AF6586
 AF6586.The dynamic height is computed by dividing the NAVD 88
 AF6586.geopotential number by the normal gravity value computed on the
 AF6586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6586.degrees latitude (g = 980.6199 gals.).
 AF6586
 AF6586.The modeled gravity was interpolated from observed gravity values.
 AF6586
 AF6586;                    North         East    Units  Estimated Accuracy
 AF6586;SPC FL E     -   331,040.      276,510.      MT  (+/- 180 meters Scaled)
 AF6586
 AF6586                          SUPERSEDED SURVEY CONTROL
 AF6586
 AF6586  NGVD 29 (??/??/92)    1.036  (m)            3.40   (f) ADJ UNCH    2 1
 AF6586
 AF6586.Superseded values are not recommended for survey control.
 AF6586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6586.See file dsdata.txt to determine how the superseded data were derived.
 AF6586
 AF6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL764220(NAD 83)
 AF6586_MARKER: DD = SURVEY DISK
 AF6586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6586_SP_SET: CONCRETE HEADWALL
 AF6586_STAMPING: 94 77 A08 RM NO 1
 AF6586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6586
 AF6586  HISTORY     - Date     Condition        Report By
 AF6586  HISTORY     - 1978     MONUMENTED       FLDT
 AF6586  HISTORY     - 1989     GOOD             USPSQD
 AF6586  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6586
 AF6586                          STATION DESCRIPTION
 AF6586
 AF6586'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6586'6.7 MI NE FROM JENSEN BEACH.
 AF6586'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6586'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 4.7
 AF6586'MILES TO ENTRANCE TO HERMANS BAY ACCESS. THE MARK IS IN THE TOP NORTH
 AF6586'END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY
 AF6586'THE MARK BEARS 50 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE
 AF6586'ENTRANCE DRIVE, 35 FEET EAST NORTHEAST OF THE CENTER LINE OF STATE
 AF6586'ROAD A1A, AND 27.6 FEET NORTHWEST OF A POWERPOLE.
 AF6586
 AF6586                          STATION RECOVERY (1989)
 AF6586
 AF6586'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRD)
 AF6586'RECOVERED IN GOOD CONDITION.
 AF6586
 AF6586                          STATION RECOVERY (1991)
 AF6586
 AF6586'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6584 ***********************************************************************
 AF6584  DESIGNATION -  94 77 A 08 RM 2 FLDT
 AF6584  PID         -  AF6584
 AF6584  STATE/COUNTY-  FL/ST LUCIE
 AF6584  USGS QUAD   -  EDEN (1983)
 AF6584
 AF6584                         *CURRENT SURVEY CONTROL
 AF6584  ___________________________________________________________________
 AF6584* NAD 83(1986)-  27 19 10.     (N)    080 13 37.     (W)     SCALED    
 AF6584* NAVD 88     -         1.145  (meters)       3.76   (feet)  ADJUSTED  
 AF6584  ___________________________________________________________________
 AF6584  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6584  DYNAMIC HT  -           1.144 (meters)       3.75  (feet)  COMP
 AF6584  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AF6584
 AF6584  VERT ORDER  -  SECOND    CLASS I
 AF6584
 AF6584.The horizontal coordinates were scaled from a topographic map and have
 AF6584.an estimated accuracy of +/- 6 seconds.
 AF6584
 AF6584.The orthometric height was determined by differential leveling
 AF6584.and adjusted by the National Geodetic Survey in June 1991..
 AF6584
 AF6584.The geoid height was determined by GEOID03.
 AF6584
 AF6584.The dynamic height is computed by dividing the NAVD 88
 AF6584.geopotential number by the normal gravity value computed on the
 AF6584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6584.degrees latitude (g = 980.6199 gals.).
 AF6584
 AF6584.The modeled gravity was interpolated from observed gravity values.
 AF6584
 AF6584;                    North         East    Units  Estimated Accuracy
 AF6584;SPC FL E     -   331,040.      276,510.      MT  (+/- 180 meters Scaled)
 AF6584
 AF6584                          SUPERSEDED SURVEY CONTROL
 AF6584
 AF6584  NGVD 29 (??/??/92)    1.597  (m)            5.24   (f) ADJ UNCH    2 1
 AF6584
 AF6584.Superseded values are not recommended for survey control.
 AF6584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6584.See file dsdata.txt to determine how the superseded data were derived.
 AF6584
 AF6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL764220(NAD 83)
 AF6584_MARKER: DD = SURVEY DISK
 AF6584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6584_SP_SET: 4X4 PRECAST
 AF6584_STAMPING: 94 77 A08 RM NO 2
 AF6584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6584+STABILITY: SURFACE MOTION
 AF6584
 AF6584  HISTORY     - Date     Condition        Report By
 AF6584  HISTORY     - 1978     MONUMENTED       FLDT
 AF6584  HISTORY     - 1989     GOOD             USPSQD
 AF6584  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6584
 AF6584                          STATION DESCRIPTION
 AF6584
 AF6584'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6584'6.7 MI NE FROM JENSEN BEACH.
 AF6584'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6584'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 4.7
 AF6584'MILES TO ENTRANCE TO HERMANS BAY ACCESS. THE MARK BEARS 48 FEET EAST
 AF6584'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, 17 FEET SOUTHEAST OF
 AF6584'A POWER POLE, 15.5 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE
 AF6584'ENTRANCE DRIVE, AND 1.8 FEET SOUTH SOUTHEAST OF THE SOUTH SUPPORT
 AF6584'POST FOR THE ACCESS SIGN.
 AF6584
 AF6584                          STATION RECOVERY (1989)
 AF6584
 AF6584'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRD)
 AF6584'RECOVERED IN GOOD CONDITION.
 AF6584
 AF6584                          STATION RECOVERY (1991)
 AF6584
 AF6584'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6588 ***********************************************************************
 AF6588  DESIGNATION -  94 77 A 09 FLDT
 AF6588  PID         -  AF6588
 AF6588  STATE/COUNTY-  FL/ST LUCIE
 AF6588  USGS QUAD   -  EDEN (1983)
 AF6588
 AF6588                         *CURRENT SURVEY CONTROL
 AF6588  ___________________________________________________________________
 AF6588* NAD 83(1986)-  27 19 46.     (N)    080 13 55.     (W)     SCALED    
 AF6588* NAVD 88     -         0.491  (meters)       1.61   (feet)  ADJUSTED  
 AF6588  ___________________________________________________________________
 AF6588  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6588  DYNAMIC HT  -           0.490 (meters)       1.61  (feet)  COMP
 AF6588  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 AF6588
 AF6588  VERT ORDER  -  SECOND    CLASS I
 AF6588
 AF6588.The horizontal coordinates were scaled from a topographic map and have
 AF6588.an estimated accuracy of +/- 6 seconds.
 AF6588
 AF6588.The orthometric height was determined by differential leveling
 AF6588.and adjusted by the National Geodetic Survey in June 1991..
 AF6588
 AF6588.The geoid height was determined by GEOID03.
 AF6588
 AF6588.The dynamic height is computed by dividing the NAVD 88
 AF6588.geopotential number by the normal gravity value computed on the
 AF6588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6588.degrees latitude (g = 980.6199 gals.).
 AF6588
 AF6588.The modeled gravity was interpolated from observed gravity values.
 AF6588
 AF6588;                    North         East    Units  Estimated Accuracy
 AF6588;SPC FL E     -   332,140.      276,010.      MT  (+/- 180 meters Scaled)
 AF6588
 AF6588                          SUPERSEDED SURVEY CONTROL
 AF6588
 AF6588  NGVD 29 (??/??/92)    0.945  (m)            3.10   (f) ADJ UNCH    2 1
 AF6588
 AF6588.Superseded values are not recommended for survey control.
 AF6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6588.See file dsdata.txt to determine how the superseded data were derived.
 AF6588
 AF6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL759231(NAD 83)
 AF6588_MARKER: DD = SURVEY DISK
 AF6588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6588_SP_SET: CONCRETE POST
 AF6588_STAMPING: 94 77 A09
 AF6588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6588+STABILITY: SURFACE MOTION
 AF6588
 AF6588  HISTORY     - Date     Condition        Report By
 AF6588  HISTORY     - 1978     MONUMENTED       FLDT
 AF6588  HISTORY     - 1989     GOOD             USPSQD
 AF6588  HISTORY     - 1991     GOOD             USPSQD
 AF6588
 AF6588                          STATION DESCRIPTION
 AF6588
 AF6588'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6588'7.5 MI NE FROM JENSEN BEACH.
 AF6588'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6588'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 5.5
 AF6588'MILES. THE MARK BEARS 30 FEET WEST SOUTHWEST OF THE CENTERLINE OF
 AF6588'STATE ROAD A1A, AND 14 FEET NORTHEAST OF A POWERLINE BRACE POLE.
 AF6588'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6588'DEPARTMENT OF TRANSPORTATION.
 AF6588
 AF6588                          STATION RECOVERY (1989)
 AF6588
 AF6588'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6588'RECOVERED IN GOOD CONDITION.
 AF6588
 AF6588                          STATION RECOVERY (1991)
 AF6588
 AF6588'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6589 ***********************************************************************
 AF6589  DESIGNATION -  94 77 A 09 RM 1 FLDT
 AF6589  PID         -  AF6589
 AF6589  STATE/COUNTY-  FL/ST LUCIE
 AF6589  USGS QUAD   -  EDEN (1983)
 AF6589
 AF6589                         *CURRENT SURVEY CONTROL
 AF6589  ___________________________________________________________________
 AF6589* NAD 83(1986)-  27 19 46.     (N)    080 13 55.     (W)     SCALED    
 AF6589* NAVD 88     -         0.873  (meters)       2.86   (feet)  ADJUSTED  
 AF6589  ___________________________________________________________________
 AF6589  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6589  DYNAMIC HT  -           0.872 (meters)       2.86  (feet)  COMP
 AF6589  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 AF6589
 AF6589  VERT ORDER  -  SECOND    CLASS I
 AF6589
 AF6589.The horizontal coordinates were scaled from a topographic map and have
 AF6589.an estimated accuracy of +/- 6 seconds.
 AF6589
 AF6589.The orthometric height was determined by differential leveling
 AF6589.and adjusted by the National Geodetic Survey in June 1991..
 AF6589
 AF6589.The geoid height was determined by GEOID03.
 AF6589
 AF6589.The dynamic height is computed by dividing the NAVD 88
 AF6589.geopotential number by the normal gravity value computed on the
 AF6589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6589.degrees latitude (g = 980.6199 gals.).
 AF6589
 AF6589.The modeled gravity was interpolated from observed gravity values.
 AF6589
 AF6589;                    North         East    Units  Estimated Accuracy
 AF6589;SPC FL E     -   332,140.      276,010.      MT  (+/- 180 meters Scaled)
 AF6589
 AF6589                          SUPERSEDED SURVEY CONTROL
 AF6589
 AF6589  NGVD 29 (??/??/92)    1.327  (m)            4.35   (f) ADJ UNCH    2 1
 AF6589
 AF6589.Superseded values are not recommended for survey control.
 AF6589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6589.See file dsdata.txt to determine how the superseded data were derived.
 AF6589
 AF6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL759231(NAD 83)
 AF6589_MARKER: DD = SURVEY DISK
 AF6589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6589_SP_SET: 4X4 PRECAST
 AF6589_STAMPING: 94 77 A09 RM NO 1
 AF6589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6589+STABILITY: SURFACE MOTION
 AF6589
 AF6589  HISTORY     - Date     Condition        Report By
 AF6589  HISTORY     - 1978     MONUMENTED       FLDT
 AF6589  HISTORY     - 1991     GOOD             USPSQD
 AF6589
 AF6589                          STATION DESCRIPTION
 AF6589
 AF6589'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6589'7.5 MI NE FROM JENSEN BEACH.
 AF6589'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6589'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 5.5
 AF6589'MILES. THA MARK BEARS 55.8 FEET NORTH OF A POWERLINE BRACE POLE, AND
 AF6589'18.8 FEET WEST SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6589
 AF6589                          STATION RECOVERY (1991)
 AF6589
 AF6589'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6587 ***********************************************************************
 AF6587  DESIGNATION -  94 77 A 09 RM 2 FLDT
 AF6587  PID         -  AF6587
 AF6587  STATE/COUNTY-  FL/ST LUCIE
 AF6587  USGS QUAD   -  EDEN (1983)
 AF6587
 AF6587                         *CURRENT SURVEY CONTROL
 AF6587  ___________________________________________________________________
 AF6587* NAD 83(1986)-  27 19 46.     (N)    080 13 55.     (W)     SCALED    
 AF6587* NAVD 88     -         0.794  (meters)       2.60   (feet)  ADJUSTED  
 AF6587  ___________________________________________________________________
 AF6587  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6587  DYNAMIC HT  -           0.793 (meters)       2.60  (feet)  COMP
 AF6587  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 AF6587
 AF6587  VERT ORDER  -  SECOND    CLASS I
 AF6587
 AF6587.The horizontal coordinates were scaled from a topographic map and have
 AF6587.an estimated accuracy of +/- 6 seconds.
 AF6587
 AF6587.The orthometric height was determined by differential leveling
 AF6587.and adjusted by the National Geodetic Survey in June 1991..
 AF6587
 AF6587.The geoid height was determined by GEOID03.
 AF6587
 AF6587.The dynamic height is computed by dividing the NAVD 88
 AF6587.geopotential number by the normal gravity value computed on the
 AF6587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6587.degrees latitude (g = 980.6199 gals.).
 AF6587
 AF6587.The modeled gravity was interpolated from observed gravity values.
 AF6587
 AF6587;                    North         East    Units  Estimated Accuracy
 AF6587;SPC FL E     -   332,140.      276,010.      MT  (+/- 180 meters Scaled)
 AF6587
 AF6587                          SUPERSEDED SURVEY CONTROL
 AF6587
 AF6587  NGVD 29 (??/??/92)    1.248  (m)            4.09   (f) ADJ UNCH    2 1
 AF6587
 AF6587.Superseded values are not recommended for survey control.
 AF6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6587.See file dsdata.txt to determine how the superseded data were derived.
 AF6587
 AF6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL759231(NAD 83)
 AF6587_MARKER: DD = SURVEY DISK
 AF6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6587_SP_SET: 4X4 PRECAST
 AF6587_STAMPING: 94 77 A09 RM NO 2
 AF6587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6587+STABILITY: SURFACE MOTION
 AF6587
 AF6587  HISTORY     - Date     Condition        Report By
 AF6587  HISTORY     - 1978     MONUMENTED       FLDT
 AF6587  HISTORY     - 1989     POOR             USPSQD
 AF6587  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6587
 AF6587                          STATION DESCRIPTION
 AF6587
 AF6587'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6587'7.5 MI NE FROM JENSEN BEACH.
 AF6587'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6587'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 5.5
 AF6587'MILES. THE MARK BEARS 43 FEET SOUTHEAST OF A POWERLINE BRACE POLE,
 AF6587'AND 25 FEET WEST SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6587
 AF6587                          STATION RECOVERY (1989)
 AF6587
 AF6587'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6587'MARK RECOVERED IN POOR CONDITION.
 AF6587
 AF6587                          STATION RECOVERY (1991)
 AF6587
 AF6587'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6591 ***********************************************************************
 AF6591  DESIGNATION -  94 77 A 10 FLDT
 AF6591  PID         -  AF6591
 AF6591  STATE/COUNTY-  FL/ST LUCIE
 AF6591  USGS QUAD   -  EDEN (1983)
 AF6591
 AF6591                         *CURRENT SURVEY CONTROL
 AF6591  ___________________________________________________________________
 AF6591* NAD 83(1986)-  27 20 17.     (N)    080 14 10.     (W)     SCALED    
 AF6591* NAVD 88     -         0.617  (meters)       2.02   (feet)  ADJUSTED  
 AF6591  ___________________________________________________________________
 AF6591  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6591  DYNAMIC HT  -           0.616 (meters)       2.02  (feet)  COMP
 AF6591  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AF6591
 AF6591  VERT ORDER  -  SECOND    CLASS I
 AF6591
 AF6591.The horizontal coordinates were scaled from a topographic map and have
 AF6591.an estimated accuracy of +/- 6 seconds.
 AF6591
 AF6591.The orthometric height was determined by differential leveling
 AF6591.and adjusted by the National Geodetic Survey in June 1991..
 AF6591
 AF6591.The geoid height was determined by GEOID03.
 AF6591
 AF6591.The dynamic height is computed by dividing the NAVD 88
 AF6591.geopotential number by the normal gravity value computed on the
 AF6591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6591.degrees latitude (g = 980.6199 gals.).
 AF6591
 AF6591.The modeled gravity was interpolated from observed gravity values.
 AF6591
 AF6591;                    North         East    Units  Estimated Accuracy
 AF6591;SPC FL E     -   333,090.      275,590.      MT  (+/- 180 meters Scaled)
 AF6591
 AF6591                          SUPERSEDED SURVEY CONTROL
 AF6591
 AF6591  NGVD 29 (??/??/92)    1.071  (m)            3.51   (f) ADJ UNCH    2 1
 AF6591
 AF6591.Superseded values are not recommended for survey control.
 AF6591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6591.See file dsdata.txt to determine how the superseded data were derived.
 AF6591
 AF6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL755241(NAD 83)
 AF6591_MARKER: DD = SURVEY DISK
 AF6591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6591_SP_SET: CONCRETE POST
 AF6591_STAMPING: 94 77 A10
 AF6591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6591+STABILITY: SURFACE MOTION
 AF6591
 AF6591  HISTORY     - Date     Condition        Report By
 AF6591  HISTORY     - 1978     MONUMENTED       FLDT
 AF6591  HISTORY     - 1989     GOOD             USPSQD
 AF6591
 AF6591                          STATION DESCRIPTION
 AF6591
 AF6591'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6591'8.1 MI NE FROM JENSEN BEACH.
 AF6591'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6591'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 6.1
 AF6591'MILES. THE MARK BEARS 77 FEET NORTHWEST OF A POWER POLE, AND 27.5
 AF6591'FEET EAST NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6591'A FLORIDE DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6591'DEPARTMENT OF TRANSPORTATION.
 AF6591
 AF6591                          STATION RECOVERY (1989)
 AF6591
 AF6591'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6590 ***********************************************************************
 AF6590  DESIGNATION -  94 77 A 10 RM 1 FLDT
 AF6590  PID         -  AF6590
 AF6590  STATE/COUNTY-  FL/ST LUCIE
 AF6590  USGS QUAD   -  EDEN (1983)
 AF6590
 AF6590                         *CURRENT SURVEY CONTROL
 AF6590  ___________________________________________________________________
 AF6590* NAD 83(1986)-  27 20 17.     (N)    080 14 10.     (W)     SCALED    
 AF6590* NAVD 88     -         0.561  (meters)       1.84   (feet)  ADJUSTED  
 AF6590  ___________________________________________________________________
 AF6590  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6590  DYNAMIC HT  -           0.560 (meters)       1.84  (feet)  COMP
 AF6590  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AF6590
 AF6590  VERT ORDER  -  SECOND    CLASS I
 AF6590
 AF6590.The horizontal coordinates were scaled from a topographic map and have
 AF6590.an estimated accuracy of +/- 6 seconds.
 AF6590
 AF6590.The orthometric height was determined by differential leveling
 AF6590.and adjusted by the National Geodetic Survey in June 1991..
 AF6590
 AF6590.The geoid height was determined by GEOID03.
 AF6590
 AF6590.The dynamic height is computed by dividing the NAVD 88
 AF6590.geopotential number by the normal gravity value computed on the
 AF6590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6590.degrees latitude (g = 980.6199 gals.).
 AF6590
 AF6590.The modeled gravity was interpolated from observed gravity values.
 AF6590
 AF6590;                    North         East    Units  Estimated Accuracy
 AF6590;SPC FL E     -   333,090.      275,590.      MT  (+/- 180 meters Scaled)
 AF6590
 AF6590                          SUPERSEDED SURVEY CONTROL
 AF6590
 AF6590  NGVD 29 (??/??/92)    1.014  (m)            3.33   (f) ADJ UNCH    2 1
 AF6590
 AF6590.Superseded values are not recommended for survey control.
 AF6590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6590.See file dsdata.txt to determine how the superseded data were derived.
 AF6590
 AF6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL755241(NAD 83)
 AF6590_MARKER: DD = SURVEY DISK
 AF6590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6590_SP_SET: 4X4 PRECAST
 AF6590_STAMPING: 94 77 A10 RM NO 1
 AF6590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6590+STABILITY: SURFACE MOTION
 AF6590
 AF6590  HISTORY     - Date     Condition        Report By
 AF6590  HISTORY     - 1978     MONUMENTED       FLDT
 AF6590  HISTORY     - 1989     GOOD             USPSQD
 AF6590
 AF6590                          STATION DESCRIPTION
 AF6590
 AF6590'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6590'8.1 MI NE FROM JENSEN BEACH.
 AF6590'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6590'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 6.1
 AF6590'MILES. THE MARK BEARS 47 FEET EAST NORTHEAST OF THE CENTERLINE OF
 AF6590'STATE ROAD A1A, AND 26.8 FEET NORTH NORTHWEST OF A POWERPOLE.
 AF6590
 AF6590                          STATION RECOVERY (1989)
 AF6590
 AF6590'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6592 ***********************************************************************
 AF6592  DESIGNATION -  94 77 A 10 RM 2 FLDT
 AF6592  PID         -  AF6592
 AF6592  STATE/COUNTY-  FL/ST LUCIE
 AF6592  USGS QUAD   -  EDEN (1983)
 AF6592
 AF6592                         *CURRENT SURVEY CONTROL
 AF6592  ___________________________________________________________________
 AF6592* NAD 83(1986)-  27 20 17.     (N)    080 14 10.     (W)     SCALED    
 AF6592* NAVD 88     -         0.583  (meters)       1.91   (feet)  ADJUSTED  
 AF6592  ___________________________________________________________________
 AF6592  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6592  DYNAMIC HT  -           0.582 (meters)       1.91  (feet)  COMP
 AF6592  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AF6592
 AF6592  VERT ORDER  -  SECOND    CLASS I
 AF6592
 AF6592.The horizontal coordinates were scaled from a topographic map and have
 AF6592.an estimated accuracy of +/- 6 seconds.
 AF6592
 AF6592.The orthometric height was determined by differential leveling
 AF6592.and adjusted by the National Geodetic Survey in June 1991..
 AF6592
 AF6592.The geoid height was determined by GEOID03.
 AF6592
 AF6592.The dynamic height is computed by dividing the NAVD 88
 AF6592.geopotential number by the normal gravity value computed on the
 AF6592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6592.degrees latitude (g = 980.6199 gals.).
 AF6592
 AF6592.The modeled gravity was interpolated from observed gravity values.
 AF6592
 AF6592;                    North         East    Units  Estimated Accuracy
 AF6592;SPC FL E     -   333,090.      275,590.      MT  (+/- 180 meters Scaled)
 AF6592
 AF6592                          SUPERSEDED SURVEY CONTROL
 AF6592
 AF6592  NGVD 29 (??/??/92)    1.037  (m)            3.40   (f) ADJ UNCH    2 1
 AF6592
 AF6592.Superseded values are not recommended for survey control.
 AF6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6592.See file dsdata.txt to determine how the superseded data were derived.
 AF6592
 AF6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL755241(NAD 83)
 AF6592_MARKER: DD = SURVEY DISK
 AF6592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6592_SP_SET: 4X4 PRECAST
 AF6592_STAMPING: 94 77 A10 RM NO 2
 AF6592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6592+STABILITY: SURFACE MOTION
 AF6592
 AF6592  HISTORY     - Date     Condition        Report By
 AF6592  HISTORY     - 1978     MONUMENTED       FLDT
 AF6592  HISTORY     - 1989     GOOD             USPSQD
 AF6592
 AF6592                          STATION DESCRIPTION
 AF6592
 AF6592'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6592'8.1 MI NE FROM JENSEN BEACH.
 AF6592'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6592'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 6.1
 AF6592'MILES. THA MARK BEARS 40.5 FEET EAST NORTHEAST OF THE CENTERLINE OF
 AF6592'STATE ROAD A1A
 AF6592
 AF6592                          STATION RECOVERY (1989)
 AF6592
 AF6592'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6596 ***********************************************************************
 AF6596  DESIGNATION -  94 77 A 11 FLDT
 AF6596  PID         -  AF6596
 AF6596  STATE/COUNTY-  FL/ST LUCIE
 AF6596  USGS QUAD   -  EDEN (1983)
 AF6596
 AF6596                         *CURRENT SURVEY CONTROL
 AF6596  ___________________________________________________________________
 AF6596* NAD 83(1986)-  27 20 41.     (N)    080 14 24.     (W)     SCALED    
 AF6596* NAVD 88     -         3.067  (meters)      10.06   (feet)  ADJUSTED  
 AF6596  ___________________________________________________________________
 AF6596  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6596  DYNAMIC HT  -           3.063 (meters)      10.05  (feet)  COMP
 AF6596  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 AF6596
 AF6596  VERT ORDER  -  SECOND    CLASS I
 AF6596
 AF6596.The horizontal coordinates were scaled from a topographic map and have
 AF6596.an estimated accuracy of +/- 6 seconds.
 AF6596
 AF6596.The orthometric height was determined by differential leveling
 AF6596.and adjusted by the National Geodetic Survey in June 1991..
 AF6596
 AF6596.The geoid height was determined by GEOID03.
 AF6596
 AF6596.The dynamic height is computed by dividing the NAVD 88
 AF6596.geopotential number by the normal gravity value computed on the
 AF6596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6596.degrees latitude (g = 980.6199 gals.).
 AF6596
 AF6596.The modeled gravity was interpolated from observed gravity values.
 AF6596
 AF6596;                    North         East    Units  Estimated Accuracy
 AF6596;SPC FL E     -   333,830.      275,200.      MT  (+/- 180 meters Scaled)
 AF6596
 AF6596                          SUPERSEDED SURVEY CONTROL
 AF6596
 AF6596  NGVD 29 (??/??/92)    3.521  (m)           11.55   (f) ADJ UNCH    2 1
 AF6596
 AF6596.Superseded values are not recommended for survey control.
 AF6596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6596.See file dsdata.txt to determine how the superseded data were derived.
 AF6596
 AF6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL751248(NAD 83)
 AF6596_MARKER: DD = SURVEY DISK
 AF6596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6596_SP_SET: CONCRETE POST
 AF6596_STAMPING: 94 77 A11
 AF6596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6596+STABILITY: SURFACE MOTION
 AF6596
 AF6596  HISTORY     - Date     Condition        Report By
 AF6596  HISTORY     - 1978     MONUMENTED       FLDT
 AF6596
 AF6596                          STATION DESCRIPTION
 AF6596
 AF6596'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6596'8.6 MI NE FROM JENSEN BEACH.
 AF6596'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6596'2 MILES FROM JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 6.6
 AF6596'MILES TO THE SAND ROAD THAT PARALLELS THE INTAKE CANAL FOR HUTCHINSON
 AF6596'ISLAND NUCLEAR POWER PLANT. THE MARK BEARS 75 FEET NORTH NORTHWEST OF
 AF6596'THE APPROXIMATE CENTERLINE OF THE SAND ROAD, 42 FEET WEST SOUTHWEST
 AF6596'OF A METAL WITNESS POST, 25 FEET EAST NORTHEAST OF THE CENTERLINE OF
 AF6596'STATE ROAD A1A, AND 4 FEET NORTHWEST OF THE NORTH END OF A METAL
 AF6596'GUARDRAIL.
 AF6596'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6596'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6597 ***********************************************************************
 AF6597  DESIGNATION -  94 77 A 11 RM 1 FLDT
 AF6597  PID         -  AF6597
 AF6597  STATE/COUNTY-  FL/ST LUCIE
 AF6597  USGS QUAD   -  EDEN (1983)
 AF6597
 AF6597                         *CURRENT SURVEY CONTROL
 AF6597  ___________________________________________________________________
 AF6597* NAD 83(1986)-  27 20 41.     (N)    080 14 24.     (W)     SCALED    
 AF6597* NAVD 88     -         0.920  (meters)       3.02   (feet)  ADJUSTED  
 AF6597  ___________________________________________________________________
 AF6597  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6597  DYNAMIC HT  -           0.919 (meters)       3.02  (feet)  COMP
 AF6597  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 AF6597
 AF6597  VERT ORDER  -  SECOND    CLASS I
 AF6597
 AF6597.The horizontal coordinates were scaled from a topographic map and have
 AF6597.an estimated accuracy of +/- 6 seconds.
 AF6597
 AF6597.The orthometric height was determined by differential leveling
 AF6597.and adjusted by the National Geodetic Survey in June 1991..
 AF6597
 AF6597.The geoid height was determined by GEOID03.
 AF6597
 AF6597.The dynamic height is computed by dividing the NAVD 88
 AF6597.geopotential number by the normal gravity value computed on the
 AF6597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6597.degrees latitude (g = 980.6199 gals.).
 AF6597
 AF6597.The modeled gravity was interpolated from observed gravity values.
 AF6597
 AF6597;                    North         East    Units  Estimated Accuracy
 AF6597;SPC FL E     -   333,830.      275,200.      MT  (+/- 180 meters Scaled)
 AF6597
 AF6597                          SUPERSEDED SURVEY CONTROL
 AF6597
 AF6597  NGVD 29 (??/??/92)    1.374  (m)            4.51   (f) ADJ UNCH    2 1
 AF6597
 AF6597.Superseded values are not recommended for survey control.
 AF6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6597.See file dsdata.txt to determine how the superseded data were derived.
 AF6597
 AF6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL751248(NAD 83)
 AF6597_MARKER: DD = SURVEY DISK
 AF6597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6597_SP_SET: 4X4 PRECAST
 AF6597_STAMPING: 94 77 A11 RM NO 1
 AF6597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6597+STABILITY: SURFACE MOTION
 AF6597
 AF6597  HISTORY     - Date     Condition        Report By
 AF6597  HISTORY     - 1978     MONUMENTED       FLDT
 AF6597  HISTORY     - 1989     GOOD             USPSQD
 AF6597
 AF6597                          STATION DESCRIPTION
 AF6597
 AF6597'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6597'8.6 MI NE FROM JENSEN BEACH.
 AF6597'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6597'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 6.6
 AF6597'MILES TO THE SAND ROAD THAT PARALLELS THE INTAKE CANAL FOR HUTCHINSON
 AF6597'ISLAND NUCLEAR POWER PLANT. THE MARK BEARS 74 FEET NORH NORTHWEST OF
 AF6597'THE APPROXIMATE CENTERLINE OF THE SAND ROAD AND 66.5 FEET EAST
 AF6597'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6597
 AF6597                          STATION RECOVERY (1989)
 AF6597
 AF6597'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6595 ***********************************************************************
 AF6595  DESIGNATION -  94 77 A 11 RM 2 FLDT
 AF6595  PID         -  AF6595
 AF6595  STATE/COUNTY-  FL/ST LUCIE
 AF6595  USGS QUAD   -  EDEN (1983)
 AF6595
 AF6595                         *CURRENT SURVEY CONTROL
 AF6595  ___________________________________________________________________
 AF6595* NAD 83(1986)-  27 20 39.     (N)    080 14 24.     (W)     SCALED    
 AF6595* NAVD 88     -         3.117  (meters)      10.23   (feet)  ADJUSTED  
 AF6595  ___________________________________________________________________
 AF6595  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6595  DYNAMIC HT  -           3.113 (meters)      10.21  (feet)  COMP
 AF6595  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 AF6595
 AF6595  VERT ORDER  -  SECOND    CLASS I
 AF6595
 AF6595.The horizontal coordinates were scaled from a topographic map and have
 AF6595.an estimated accuracy of +/- 6 seconds.
 AF6595
 AF6595.The orthometric height was determined by differential leveling
 AF6595.and adjusted by the National Geodetic Survey in June 1991..
 AF6595
 AF6595.The geoid height was determined by GEOID03.
 AF6595
 AF6595.The dynamic height is computed by dividing the NAVD 88
 AF6595.geopotential number by the normal gravity value computed on the
 AF6595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6595.degrees latitude (g = 980.6199 gals.).
 AF6595
 AF6595.The modeled gravity was interpolated from observed gravity values.
 AF6595
 AF6595;                    North         East    Units  Estimated Accuracy
 AF6595;SPC FL E     -   333,770.      275,200.      MT  (+/- 180 meters Scaled)
 AF6595
 AF6595                          SUPERSEDED SURVEY CONTROL
 AF6595
 AF6595  NGVD 29 (??/??/92)    3.571  (m)           11.72   (f) ADJ UNCH    2 1
 AF6595
 AF6595.Superseded values are not recommended for survey control.
 AF6595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6595.See file dsdata.txt to determine how the superseded data were derived.
 AF6595
 AF6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL751247(NAD 83)
 AF6595_MARKER: DD = SURVEY DISK
 AF6595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6595_SP_SET: 4X4 PRECAST
 AF6595_STAMPING: 94 77 A11 RM NO 2
 AF6595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6595+STABILITY: SURFACE MOTION
 AF6595
 AF6595  HISTORY     - Date     Condition        Report By
 AF6595  HISTORY     - 1978     MONUMENTED       FLDT
 AF6595
 AF6595                          STATION DESCRIPTION
 AF6595
 AF6595'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6595'8.6 MI NE FROM JENSEN BEACH.
 AF6595'BEGINING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6595'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 6.6
 AF6595'MILES TO THE SAND ROAD THAT PARALLELS THE INTAKE CANAL FOR HUTCHINSON
 AF6595'ISLAND NUCLEAR POWER PLANT. THE MARK BEARS 30 FEET EAST NORTHEAST
 AF6595'OF THE CENTERLINE OF STATE ROAD A1A, 25 FEET NORTH NORTHWEST OF THE
 AF6595'APPROXIMATE CENTERLINE OF THE SAND ROAD, AND 5.5 FEET NORTHEAST OF A
 AF6595'METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6601 ***********************************************************************
 AF6601  DESIGNATION -  94 77 A 12 FLDT
 AF6601  PID         -  AF6601
 AF6601  STATE/COUNTY-  FL/ST LUCIE
 AF6601  USGS QUAD   -  EDEN (1983)
 AF6601
 AF6601                         *CURRENT SURVEY CONTROL
 AF6601  ___________________________________________________________________
 AF6601* NAD 83(1986)-  27 21 00.     (N)    080 14 37.     (W)     SCALED    
 AF6601* NAVD 88     -         3.960  (meters)      12.99   (feet)  ADJUSTED  
 AF6601  ___________________________________________________________________
 AF6601  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6601  DYNAMIC HT  -           3.954 (meters)      12.97  (feet)  COMP
 AF6601  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 AF6601
 AF6601  VERT ORDER  -  SECOND    CLASS I
 AF6601
 AF6601.The horizontal coordinates were scaled from a topographic map and have
 AF6601.an estimated accuracy of +/- 6 seconds.
 AF6601
 AF6601.The orthometric height was determined by differential leveling
 AF6601.and adjusted by the National Geodetic Survey in June 1991..
 AF6601
 AF6601.The geoid height was determined by GEOID03.
 AF6601
 AF6601.The dynamic height is computed by dividing the NAVD 88
 AF6601.geopotential number by the normal gravity value computed on the
 AF6601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6601.degrees latitude (g = 980.6199 gals.).
 AF6601
 AF6601.The modeled gravity was interpolated from observed gravity values.
 AF6601
 AF6601;                    North         East    Units  Estimated Accuracy
 AF6601;SPC FL E     -   334,410.      274,840.      MT  (+/- 180 meters Scaled)
 AF6601
 AF6601                          SUPERSEDED SURVEY CONTROL
 AF6601
 AF6601  NGVD 29 (??/??/92)    4.414  (m)           14.48   (f) ADJ UNCH    2 1
 AF6601
 AF6601.Superseded values are not recommended for survey control.
 AF6601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6601.See file dsdata.txt to determine how the superseded data were derived.
 AF6601
 AF6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL748254(NAD 83)
 AF6601_MARKER: DD = SURVEY DISK
 AF6601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6601_SP_SET: CONCRETE POST
 AF6601_STAMPING: 94 77 A12
 AF6601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6601+STABILITY: SURFACE MOTION
 AF6601
 AF6601  HISTORY     - Date     Condition        Report By
 AF6601  HISTORY     - 1978     MONUMENTED       FLDT
 AF6601  HISTORY     - 1989     GOOD             USPSQD
 AF6601
 AF6601                          STATION DESCRIPTION
 AF6601
 AF6601'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6601'9 MI NE FROM JENSEN BEACH.
 AF6601'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6601'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR
 AF6601'7 MILES TO THE BRIDGE OVER THE DISCHARGE CANAL FOR HUTCHINSON ISLAND
 AF6601'NUCLEAR POWER PLANT, JUST NORTH OF THE ENTRANCE TO THE POWER PLANT.
 AF6601'THE MARK BEARS 27 FEET WEST SOUTHWEST OF THE CENTERLINE OF STATE
 AF6601'ROAD A1A, 21.8 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 AF6601'WEST CONCRETE GUARDRAIL, 10.9 FEET EAST NORTHEAST OF A  CHAIN LINK
 AF6601'FENCE, AND 5 FEET WEST SOUTHWEST OF A METAL GUARDRAIL.
 AF6601'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AF6601'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AF6601
 AF6601                          STATION RECOVERY (1989)
 AF6601
 AF6601'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6599 ***********************************************************************
 AF6599  DESIGNATION -  94 77 A 12 RM 1 FLDT
 AF6599  PID         -  AF6599
 AF6599  STATE/COUNTY-  FL/ST LUCIE
 AF6599  USGS QUAD   -  EDEN (1983)
 AF6599
 AF6599                         *CURRENT SURVEY CONTROL
 AF6599  ___________________________________________________________________
 AF6599* NAD 83(1986)-  27 21 00.     (N)    080 14 37.     (W)     SCALED    
 AF6599* NAVD 88     -         5.236  (meters)      17.18   (feet)  ADJUSTED  
 AF6599  ___________________________________________________________________
 AF6599  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6599  DYNAMIC HT  -           5.228 (meters)      17.15  (feet)  COMP
 AF6599  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 AF6599
 AF6599  VERT ORDER  -  SECOND    CLASS I
 AF6599
 AF6599.The horizontal coordinates were scaled from a topographic map and have
 AF6599.an estimated accuracy of +/- 6 seconds.
 AF6599
 AF6599.The orthometric height was determined by differential leveling
 AF6599.and adjusted by the National Geodetic Survey in June 1991..
 AF6599
 AF6599.The geoid height was determined by GEOID03.
 AF6599
 AF6599.The dynamic height is computed by dividing the NAVD 88
 AF6599.geopotential number by the normal gravity value computed on the
 AF6599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6599.degrees latitude (g = 980.6199 gals.).
 AF6599
 AF6599.The modeled gravity was interpolated from observed gravity values.
 AF6599
 AF6599;                    North         East    Units  Estimated Accuracy
 AF6599;SPC FL E     -   334,410.      274,840.      MT  (+/- 180 meters Scaled)
 AF6599
 AF6599                          SUPERSEDED SURVEY CONTROL
 AF6599
 AF6599  NGVD 29 (??/??/92)    5.690  (m)           18.67   (f) ADJ UNCH    2 1
 AF6599
 AF6599.Superseded values are not recommended for survey control.
 AF6599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6599.See file dsdata.txt to determine how the superseded data were derived.
 AF6599
 AF6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL748254(NAD 83)
 AF6599_MARKER: DD = SURVEY DISK
 AF6599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF6599_SP_SET: BRIDGE GUARDRAIL
 AF6599_STAMPING: 94 77 A12 RM NO 1
 AF6599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6599
 AF6599  HISTORY     - Date     Condition        Report By
 AF6599  HISTORY     - 1978     MONUMENTED       FLDT
 AF6599  HISTORY     - 1989     GOOD             USPSQD
 AF6599
 AF6599                          STATION DESCRIPTION
 AF6599
 AF6599'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6599'9 MI NE FROM JENSEN BEACH.
 AF6599'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6599'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 7
 AF6599'MILES TO THE BRIDGE OVER THE DISCHARGE CANAL FOR HUTCHINSON ISLAND
 AF6599'NUCLEAR POWER PLANT, JUST NORTH OF THE ENTRANCE TO THE POWER PLANT.
 AF6599'THE MARK IS IN THE TOP NORTH END OF THE EAST CONCRETE GUARDRAIL AND
 AF6599'BEARS 23.7 FEET EAST NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A
 AF6599'AND 3 FEET SOUTH SOUTHEAST OF THE NORTH END OF THE CONCRETE GUARDRAIL.
 AF6599
 AF6599                          STATION RECOVERY (1989)
 AF6599
 AF6599'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6600 ***********************************************************************
 AF6600  DESIGNATION -  94 77 A 12 RM 2 FLDT
 AF6600  PID         -  AF6600
 AF6600  STATE/COUNTY-  FL/ST LUCIE
 AF6600  USGS QUAD   -  EDEN (1983)
 AF6600
 AF6600                         *CURRENT SURVEY CONTROL
 AF6600  ___________________________________________________________________
 AF6600* NAD 83(1986)-  27 21 00.     (N)    080 14 37.     (W)     SCALED    
 AF6600* NAVD 88     -         5.247  (meters)      17.21   (feet)  ADJUSTED  
 AF6600  ___________________________________________________________________
 AF6600  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6600  DYNAMIC HT  -           5.239 (meters)      17.19  (feet)  COMP
 AF6600  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 AF6600
 AF6600  VERT ORDER  -  SECOND    CLASS I
 AF6600
 AF6600.The horizontal coordinates were scaled from a topographic map and have
 AF6600.an estimated accuracy of +/- 6 seconds.
 AF6600
 AF6600.The orthometric height was determined by differential leveling
 AF6600.and adjusted by the National Geodetic Survey in June 1991..
 AF6600
 AF6600.The geoid height was determined by GEOID03.
 AF6600
 AF6600.The dynamic height is computed by dividing the NAVD 88
 AF6600.geopotential number by the normal gravity value computed on the
 AF6600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6600.degrees latitude (g = 980.6199 gals.).
 AF6600
 AF6600.The modeled gravity was interpolated from observed gravity values.
 AF6600
 AF6600;                    North         East    Units  Estimated Accuracy
 AF6600;SPC FL E     -   334,410.      274,840.      MT  (+/- 180 meters Scaled)
 AF6600
 AF6600                          SUPERSEDED SURVEY CONTROL
 AF6600
 AF6600  NGVD 29 (??/??/92)    5.701  (m)           18.70   (f) ADJ UNCH    2 1
 AF6600
 AF6600.Superseded values are not recommended for survey control.
 AF6600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6600.See file dsdata.txt to determine how the superseded data were derived.
 AF6600
 AF6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL748254(NAD 83)
 AF6600_MARKER: DD = SURVEY DISK
 AF6600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF6600_SP_SET: BRIDGE GUARDRAIL
 AF6600_STAMPING: 94 77 A12 RM NO 2
 AF6600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6600
 AF6600  HISTORY     - Date     Condition        Report By
 AF6600  HISTORY     - 1978     MONUMENTED       FLDT
 AF6600  HISTORY     - 1989     GOOD             USPSQD
 AF6600
 AF6600                          STATION DESCRIPTION
 AF6600
 AF6600'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6600'9 MI NE FROM JENSEN BEACH.
 AF6600'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6600'2 MILES EAST OF JENSEN BEACH, GO NORTH ON STATE ROAD A1A FOR 7 MILES
 AF6600'TO THE BRIDGE OVER THE DISCHARGE CANAL FOR HUTCHINSON ISLAND NUCLEAR
 AF6600'POWER PLANT, JUST NORTH OF THE ENTRANCE TO THE POWER PLANT. THE MARK
 AF6600'IS IN THE TOP OF THE WEST CONCRETE GUARDRAIL AND BEARS 22.5 FEET
 AF6600'SOUTH SOUTHEAST OF THE NORTH END OF THE CONCRETE GUARDRAIL AND 22
 AF6600'FEET WEST SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6600
 AF6600                          STATION RECOVERY (1989)
 AF6600
 AF6600'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6603 ***********************************************************************
 AF6603  DESIGNATION -  94 77 A 13 FLDT
 AF6603  PID         -  AF6603
 AF6603  STATE/COUNTY-  FL/ST LUCIE
 AF6603  USGS QUAD   -  EDEN (1983)
 AF6603
 AF6603                         *CURRENT SURVEY CONTROL
 AF6603  ___________________________________________________________________
 AF6603* NAD 83(1986)-  27 21 13.     (N)    080 14 44.     (W)     SCALED    
 AF6603* NAVD 88     -         2.808  (meters)       9.21   (feet)  ADJUSTED  
 AF6603  ___________________________________________________________________
 AF6603  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6603  DYNAMIC HT  -           2.804 (meters)       9.20  (feet)  COMP
 AF6603  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 AF6603
 AF6603  VERT ORDER  -  SECOND    CLASS I
 AF6603
 AF6603.The horizontal coordinates were scaled from a topographic map and have
 AF6603.an estimated accuracy of +/- 6 seconds.
 AF6603
 AF6603.The orthometric height was determined by differential leveling
 AF6603.and adjusted by the National Geodetic Survey in June 1991..
 AF6603
 AF6603.The geoid height was determined by GEOID03.
 AF6603
 AF6603.The dynamic height is computed by dividing the NAVD 88
 AF6603.geopotential number by the normal gravity value computed on the
 AF6603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6603.degrees latitude (g = 980.6199 gals.).
 AF6603
 AF6603.The modeled gravity was interpolated from observed gravity values.
 AF6603
 AF6603;                    North         East    Units  Estimated Accuracy
 AF6603;SPC FL E     -   334,810.      274,640.      MT  (+/- 180 meters Scaled)
 AF6603
 AF6603                          SUPERSEDED SURVEY CONTROL
 AF6603
 AF6603  NGVD 29 (??/??/92)    3.262  (m)           10.70   (f) ADJ UNCH    2 1
 AF6603
 AF6603.Superseded values are not recommended for survey control.
 AF6603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6603.See file dsdata.txt to determine how the superseded data were derived.
 AF6603
 AF6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL746258(NAD 83)
 AF6603_MARKER: DD = SURVEY DISK
 AF6603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6603_SP_SET: CONCRETE POST
 AF6603_STAMPING: 94 77 A13
 AF6603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6603+STABILITY: SURFACE MOTION
 AF6603
 AF6603  HISTORY     - Date     Condition        Report By
 AF6603  HISTORY     - 1978     MONUMENTED       FLDT
 AF6603  HISTORY     - 1989     GOOD             USPSQD
 AF6603
 AF6603                          STATION DESCRIPTION
 AF6603
 AF6603'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6603'9.3 MI NE FROM JENSEN BEACH.
 AF6603'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6603'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 7
 AF6603'MILES TO THE ENTRANCE TO HUTCHINSON ISLAND NUCLEAR POWER PLANT.
 AF6603'CONTINUE ON STATE ROAD A1A FOR 0.3 MILE TO THE SOUTH END OF THE BRIDGE
 AF6603'OVER BIG MUD CREEK. THE MARK BEARS 111.7 FEET SOUTHEAST OF A POWERPOLE
 AF6603'SUPPORTING 3 TRANSFORMERS, 19 FEET WEST SOUTHWEST OF THE CENTERLINE OF
 AF6603'STATE ROAD A1A, AND 3.2 FEET EAST NORTHEAST OF A METAL GUARDRAIL.
 AF6603'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6603'DEPARTMENT OF TRANSPORTATION.
 AF6603
 AF6603                          STATION RECOVERY (1989)
 AF6603
 AF6603'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6602 ***********************************************************************
 AF6602  DESIGNATION -  94 77 A 13 RM 1 FLDT
 AF6602  PID         -  AF6602
 AF6602  STATE/COUNTY-  FL/ST LUCIE
 AF6602  USGS QUAD   -  EDEN (1983)
 AF6602
 AF6602                         *CURRENT SURVEY CONTROL
 AF6602  ___________________________________________________________________
 AF6602* NAD 83(1986)-  27 21 13.     (N)    080 14 44.     (W)     SCALED    
 AF6602* NAVD 88     -         2.694  (meters)       8.84   (feet)  ADJUSTED  
 AF6602  ___________________________________________________________________
 AF6602  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6602  DYNAMIC HT  -           2.690 (meters)       8.83  (feet)  COMP
 AF6602  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 AF6602
 AF6602  VERT ORDER  -  SECOND    CLASS I
 AF6602
 AF6602.The horizontal coordinates were scaled from a topographic map and have
 AF6602.an estimated accuracy of +/- 6 seconds.
 AF6602
 AF6602.The orthometric height was determined by differential leveling
 AF6602.and adjusted by the National Geodetic Survey in June 1991..
 AF6602
 AF6602.The geoid height was determined by GEOID03.
 AF6602
 AF6602.The dynamic height is computed by dividing the NAVD 88
 AF6602.geopotential number by the normal gravity value computed on the
 AF6602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6602.degrees latitude (g = 980.6199 gals.).
 AF6602
 AF6602.The modeled gravity was interpolated from observed gravity values.
 AF6602
 AF6602;                    North         East    Units  Estimated Accuracy
 AF6602;SPC FL E     -   334,810.      274,640.      MT  (+/- 180 meters Scaled)
 AF6602
 AF6602                          SUPERSEDED SURVEY CONTROL
 AF6602
 AF6602  NGVD 29 (??/??/92)    3.148  (m)           10.33   (f) ADJ UNCH    2 1
 AF6602
 AF6602.Superseded values are not recommended for survey control.
 AF6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6602.See file dsdata.txt to determine how the superseded data were derived.
 AF6602
 AF6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL746258(NAD 83)
 AF6602_MARKER: DD = SURVEY DISK
 AF6602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6602_SP_SET: 4X4 PRECAST
 AF6602_STAMPING: 94 77 A13 RM NO 1
 AF6602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6602+STABILITY: SURFACE MOTION
 AF6602
 AF6602  HISTORY     - Date     Condition        Report By
 AF6602  HISTORY     - 1978     MONUMENTED       FLDT
 AF6602
 AF6602                          STATION DESCRIPTION
 AF6602
 AF6602'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6602'9.3 MI NE FROM JENSEN BEACH.
 AF6602'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6602'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 7
 AF6602'MILES TO THE ENTRANCE TO HUTCHINSON ISLAND NUCLEAR POWER PLANT.
 AF6602'CONTINUE ON STATE ROAD A1A FOR 0.3 MILE TO THE SOUTH END OF THE
 AF6602'BRIDGE OVER BIG MUD CREEK. THE MARK BEARS 22.4 FEET WEST SOUTHWEST OF
 AF6602'THE CENTERLINE OF STATE ROAD A1A, 15 FEET NORTH NORTHWEST OF THE
 AF6602'SOUTH END OF A METAL GUARDRAIL, AND 0.4 FOOT EAST NORTHEAST OF THE
 AF6602'METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6604 ***********************************************************************
 AF6604  DESIGNATION -  94 77 A 13 RM 2 FLDT
 AF6604  PID         -  AF6604
 AF6604  STATE/COUNTY-  FL/ST LUCIE
 AF6604  USGS QUAD   -  EDEN (1983)
 AF6604
 AF6604                         *CURRENT SURVEY CONTROL
 AF6604  ___________________________________________________________________
 AF6604* NAD 83(1986)-  27 21 13.     (N)    080 14 44.     (W)     SCALED    
 AF6604* NAVD 88     -         3.000  (meters)       9.84   (feet)  ADJUSTED  
 AF6604  ___________________________________________________________________
 AF6604  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6604  DYNAMIC HT  -           2.996 (meters)       9.83  (feet)  COMP
 AF6604  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 AF6604
 AF6604  VERT ORDER  -  SECOND    CLASS I
 AF6604
 AF6604.The horizontal coordinates were scaled from a topographic map and have
 AF6604.an estimated accuracy of +/- 6 seconds.
 AF6604
 AF6604.The orthometric height was determined by differential leveling
 AF6604.and adjusted by the National Geodetic Survey in June 1991..
 AF6604
 AF6604.The geoid height was determined by GEOID03.
 AF6604
 AF6604.The dynamic height is computed by dividing the NAVD 88
 AF6604.geopotential number by the normal gravity value computed on the
 AF6604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6604.degrees latitude (g = 980.6199 gals.).
 AF6604
 AF6604.The modeled gravity was interpolated from observed gravity values.
 AF6604
 AF6604;                    North         East    Units  Estimated Accuracy
 AF6604;SPC FL E     -   334,810.      274,640.      MT  (+/- 180 meters Scaled)
 AF6604
 AF6604                          SUPERSEDED SURVEY CONTROL
 AF6604
 AF6604  NGVD 29 (??/??/92)    3.455  (m)           11.34   (f) ADJ UNCH    2 1
 AF6604
 AF6604.Superseded values are not recommended for survey control.
 AF6604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6604.See file dsdata.txt to determine how the superseded data were derived.
 AF6604
 AF6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL746258(NAD 83)
 AF6604_MARKER: DD = SURVEY DISK
 AF6604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6604_SP_SET: 4X4 PRECAST
 AF6604_STAMPING: 94 77 A13 RM NO 2
 AF6604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6604+STABILITY: SURFACE MOTION
 AF6604
 AF6604  HISTORY     - Date     Condition        Report By
 AF6604  HISTORY     - 1978     MONUMENTED       FLDT
 AF6604
 AF6604                          STATION DESCRIPTION
 AF6604
 AF6604'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6604'9.3 MI NE FROM JENSEN BEACH.
 AF6604'BEGINNING AT THE INTERSECTION OF STATE ROAD 707A AND STATE ROAD A1A,
 AF6604'2 MILES EAST OF JENSEN BEACH, GO NORTHERLY ON STATE ROAD A1A FOR 7
 AF6604'MILES TO THE ENTRANCE TO HUTCHINSON ISLAND NUCLEAR POWER PLANT.
 AF6604'CONTINUE ON STATE ROAD A1A FOR 0.3 MILE TO THE SOUTH END OF THE
 AF6604'BRIDGE OVER BIG MUD CREEK. THE MARK BEARS 74.5 FEET SOUTHEAST OF A
 AF6604'POWER POLE SUPPORTING 3 TRANSFORMERS, 21.5 FEET WEST SOUTHWEST OF THE
 AF6604'CENTERLINE OF STATE ROAD A1A, AND 0.5 FOOT EAST NORTHEAST OF A METAL
 AF6604'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6606 ***********************************************************************
 AF6606  DESIGNATION -  94 77 A 14 FLDT
 AF6606  PID         -  AF6606
 AF6606  STATE/COUNTY-  FL/ST LUCIE
 AF6606  USGS QUAD   -  EDEN (1983)
 AF6606
 AF6606                         *CURRENT SURVEY CONTROL
 AF6606  ___________________________________________________________________
 AF6606* NAD 83(1986)-  27 21 47.     (N)    080 14 55.     (W)     SCALED    
 AF6606* NAVD 88     -         3.148  (meters)      10.33   (feet)  ADJUSTED  
 AF6606  ___________________________________________________________________
 AF6606  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6606  DYNAMIC HT  -           3.143 (meters)      10.31  (feet)  COMP
 AF6606  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 AF6606
 AF6606  VERT ORDER  -  SECOND    CLASS I
 AF6606
 AF6606.The horizontal coordinates were scaled from a topographic map and have
 AF6606.an estimated accuracy of +/- 6 seconds.
 AF6606
 AF6606.The orthometric height was determined by differential leveling
 AF6606.and adjusted by the National Geodetic Survey in June 1991..
 AF6606
 AF6606.The geoid height was determined by GEOID03.
 AF6606
 AF6606.The dynamic height is computed by dividing the NAVD 88
 AF6606.geopotential number by the normal gravity value computed on the
 AF6606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6606.degrees latitude (g = 980.6199 gals.).
 AF6606
 AF6606.The modeled gravity was interpolated from observed gravity values.
 AF6606
 AF6606;                    North         East    Units  Estimated Accuracy
 AF6606;SPC FL E     -   335,860.      274,340.      MT  (+/- 180 meters Scaled)
 AF6606
 AF6606                          SUPERSEDED SURVEY CONTROL
 AF6606
 AF6606  NGVD 29 (??/??/92)    3.605  (m)           11.83   (f) ADJ UNCH    2 1
 AF6606
 AF6606.Superseded values are not recommended for survey control.
 AF6606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6606.See file dsdata.txt to determine how the superseded data were derived.
 AF6606
 AF6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL743268(NAD 83)
 AF6606_MARKER: DD = SURVEY DISK
 AF6606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF6606_SP_SET: BRIDGE FLOOR
 AF6606_STAMPING: 94 77 A14
 AF6606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6606
 AF6606  HISTORY     - Date     Condition        Report By
 AF6606  HISTORY     - 1978     MONUMENTED       FLDT
 AF6606  HISTORY     - 1989     POOR             USPSQD
 AF6606
 AF6606                          STATION DESCRIPTION
 AF6606
 AF6606'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6606'9.5 MI SE FROM FORT PIERCE.
 AF6606'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6606'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 9.5 MILES TO THE
 AF6606'BRIDGE OVER BLIND CREEK. THE MARK IS IN THE TOP NORTHEAST PORTION OF
 AF6606'THE CONCRETE BRIDGE FLOOR, AND BEARS 18.5 FEET EAST OF THE CENTERLINE
 AF6606'OF STATE ROAD A1A, 4.5 FEET WEST OF THE NORTH END OF THE EAST CONCRETE
 AF6606'GUARDRAIL, AND 1.6 FEET SOUTH OF THE NORTH EDGE OF THE BRIDGE FLOOR.
 AF6606'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6606'DEPARTMENT OF TRANSPORTATION.
 AF6606
 AF6606                          STATION RECOVERY (1989)
 AF6606
 AF6606'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6606'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6605 ***********************************************************************
 AF6605  DESIGNATION -  94 77 A 14 RM 1 FLDT
 AF6605  PID         -  AF6605
 AF6605  STATE/COUNTY-  FL/ST LUCIE
 AF6605  USGS QUAD   -  EDEN (1983)
 AF6605
 AF6605                         *CURRENT SURVEY CONTROL
 AF6605  ___________________________________________________________________
 AF6605* NAD 83(1986)-  27 21 47.     (N)    080 14 55.     (W)     SCALED    
 AF6605* NAVD 88     -         2.933  (meters)       9.62   (feet)  ADJUSTED  
 AF6605  ___________________________________________________________________
 AF6605  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6605  DYNAMIC HT  -           2.928 (meters)       9.61  (feet)  COMP
 AF6605  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 AF6605
 AF6605  VERT ORDER  -  SECOND    CLASS I
 AF6605
 AF6605.The horizontal coordinates were scaled from a topographic map and have
 AF6605.an estimated accuracy of +/- 6 seconds.
 AF6605
 AF6605.The orthometric height was determined by differential leveling
 AF6605.and adjusted by the National Geodetic Survey in June 1991..
 AF6605
 AF6605.The geoid height was determined by GEOID03.
 AF6605
 AF6605.The dynamic height is computed by dividing the NAVD 88
 AF6605.geopotential number by the normal gravity value computed on the
 AF6605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6605.degrees latitude (g = 980.6199 gals.).
 AF6605
 AF6605.The modeled gravity was interpolated from observed gravity values.
 AF6605
 AF6605;                    North         East    Units  Estimated Accuracy
 AF6605;SPC FL E     -   335,860.      274,340.      MT  (+/- 180 meters Scaled)
 AF6605
 AF6605                          SUPERSEDED SURVEY CONTROL
 AF6605
 AF6605  NGVD 29 (??/??/92)    3.390  (m)           11.12   (f) ADJ UNCH    2 1
 AF6605
 AF6605.Superseded values are not recommended for survey control.
 AF6605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6605.See file dsdata.txt to determine how the superseded data were derived.
 AF6605
 AF6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL743268(NAD 83)
 AF6605_MARKER: DD = SURVEY DISK
 AF6605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6605_SP_SET: 4X4 PRECAST
 AF6605_STAMPING: 94 77 A14 RM NO 1
 AF6605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6605+STABILITY: SURFACE MOTION
 AF6605
 AF6605  HISTORY     - Date     Condition        Report By
 AF6605  HISTORY     - 1978     MONUMENTED       FLDT
 AF6605  HISTORY     - 1989     GOOD             USPSQD
 AF6605
 AF6605                          STATION DESCRIPTION
 AF6605
 AF6605'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6605'9.5 MI SE FROM FORT PIERCE.
 AF6605'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6605'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 9.5 MILES TO THE
 AF6605'BRIDGE OVER BLIND CREEK. THE MARK BEARS 22.2 FEET EAST OF THE CENTER
 AF6605'LINE OF STATE ROAD A1A, 18.2 FEET SOUTH OF THE SOUTH END OF THE
 AF6605'EAST CONCRETE GAURDRAIL, AND 0.9 FOOT WEST OF THE METEL GAURDRAIL.
 AF6605
 AF6605                          STATION RECOVERY (1989)
 AF6605
 AF6605'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6608 ***********************************************************************
 AF6608  DESIGNATION -  94 77 A 15 FLDT
 AF6608  PID         -  AF6608
 AF6608  STATE/COUNTY-  FL/ST LUCIE
 AF6608  USGS QUAD   -  FORT PIERCE (1983)
 AF6608
 AF6608                         *CURRENT SURVEY CONTROL
 AF6608  ___________________________________________________________________
 AF6608* NAD 83(1986)-  27 22 42.     (N)    080 15 20.     (W)     SCALED    
 AF6608* NAVD 88     -         3.116  (meters)      10.22   (feet)  ADJUSTED  
 AF6608  ___________________________________________________________________
 AF6608  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6608  DYNAMIC HT  -           3.112 (meters)      10.21  (feet)  COMP
 AF6608  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 AF6608
 AF6608  VERT ORDER  -  SECOND    CLASS I
 AF6608
 AF6608.The horizontal coordinates were scaled from a topographic map and have
 AF6608.an estimated accuracy of +/- 6 seconds.
 AF6608
 AF6608.The orthometric height was determined by differential leveling
 AF6608.and adjusted by the National Geodetic Survey in June 1991..
 AF6608
 AF6608.The geoid height was determined by GEOID03.
 AF6608
 AF6608.The dynamic height is computed by dividing the NAVD 88
 AF6608.geopotential number by the normal gravity value computed on the
 AF6608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6608.degrees latitude (g = 980.6199 gals.).
 AF6608
 AF6608.The modeled gravity was interpolated from observed gravity values.
 AF6608
 AF6608;                    North         East    Units  Estimated Accuracy
 AF6608;SPC FL E     -   337,540.      273,640.      MT  (+/- 180 meters Scaled)
 AF6608
 AF6608                          SUPERSEDED SURVEY CONTROL
 AF6608
 AF6608  NGVD 29 (??/??/92)    3.575  (m)           11.73   (f) ADJ UNCH    2 1
 AF6608
 AF6608.Superseded values are not recommended for survey control.
 AF6608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6608.See file dsdata.txt to determine how the superseded data were derived.
 AF6608
 AF6608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL736285(NAD 83)
 AF6608_MARKER: DD = SURVEY DISK
 AF6608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF6608_SP_SET: BRIDGE FLOOR
 AF6608_STAMPING: 94 77 A15
 AF6608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6608
 AF6608  HISTORY     - Date     Condition        Report By
 AF6608  HISTORY     - 1978     MONUMENTED       FLDT
 AF6608  HISTORY     - 1989     GOOD             USPSQD
 AF6608
 AF6608                          STATION DESCRIPTION
 AF6608
 AF6608'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6608'8.4 MI SE FROM FORT PIERCE.
 AF6608'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6608'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 8.4 MILES TO THE
 AF6608'BRIDGE OVER LITTLE MUD CREEK. THE MARK IS IN THE TOP EAST CONCRETE
 AF6608'BRIDGE FLOOR AND BEARS 19 FEET EAST OF THE CENTERLINE OF STATE ROAD
 AF6608'A1A, 12 FEET SOUTH OF THE NORTH EDGE OF THE BRIDGE FLOOR, AND 3 FEET
 AF6608'WEST OF THE WEST FACE OF THE EAST CONCRETE GUARDRAIL.
 AF6608'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6608'DEPARTMENT OF TRANSPORTATIN.
 AF6608
 AF6608                          STATION RECOVERY (1989)
 AF6608
 AF6608'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6607 ***********************************************************************
 AF6607  DESIGNATION -  94 77 A 15 RM 1 FLDT
 AF6607  PID         -  AF6607
 AF6607  STATE/COUNTY-  FL/ST LUCIE
 AF6607  USGS QUAD   -  FORT PIERCE (1983)
 AF6607
 AF6607                         *CURRENT SURVEY CONTROL
 AF6607  ___________________________________________________________________
 AF6607* NAD 83(1986)-  27 22 42.     (N)    080 15 20.     (W)     SCALED    
 AF6607* NAVD 88     -         2.818  (meters)       9.25   (feet)  ADJUSTED  
 AF6607  ___________________________________________________________________
 AF6607  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6607  DYNAMIC HT  -           2.813 (meters)       9.23  (feet)  COMP
 AF6607  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 AF6607
 AF6607  VERT ORDER  -  SECOND    CLASS I
 AF6607
 AF6607.The horizontal coordinates were scaled from a topographic map and have
 AF6607.an estimated accuracy of +/- 6 seconds.
 AF6607
 AF6607.The orthometric height was determined by differential leveling
 AF6607.and adjusted by the National Geodetic Survey in June 1991..
 AF6607
 AF6607.The geoid height was determined by GEOID03.
 AF6607
 AF6607.The dynamic height is computed by dividing the NAVD 88
 AF6607.geopotential number by the normal gravity value computed on the
 AF6607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6607.degrees latitude (g = 980.6199 gals.).
 AF6607
 AF6607.The modeled gravity was interpolated from observed gravity values.
 AF6607
 AF6607;                    North         East    Units  Estimated Accuracy
 AF6607;SPC FL E     -   337,540.      273,640.      MT  (+/- 180 meters Scaled)
 AF6607
 AF6607                          SUPERSEDED SURVEY CONTROL
 AF6607
 AF6607  NGVD 29 (??/??/92)    3.276  (m)           10.75   (f) ADJ UNCH    2 1
 AF6607
 AF6607.Superseded values are not recommended for survey control.
 AF6607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6607.See file dsdata.txt to determine how the superseded data were derived.
 AF6607
 AF6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL736285(NAD 83)
 AF6607_MARKER: DD = SURVEY DISK
 AF6607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6607_SP_SET: 4X4 PRECAST
 AF6607_STAMPING: 94 77 A15 RM NO 1
 AF6607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6607+STABILITY: SURFACE MOTION
 AF6607
 AF6607  HISTORY     - Date     Condition        Report By
 AF6607  HISTORY     - 1978     MONUMENTED       FLDT
 AF6607  HISTORY     - 1989     GOOD             USPSQD
 AF6607
 AF6607                          STATION DESCRIPTION
 AF6607
 AF6607'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6607'8.4 MI SOUTH FROM FORT PIERCE.
 AF6607'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6607'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 8.4 MILES TO THE
 AF6607'BRIDGE OVER LITTLE MUD CREEK. THE MARK BEARS 34.4 FEET SOUTH OF THE
 AF6607'SOUTH END OF THE EAST CONCRETE GUARDRAIL, 22.5 FEET EAST OF THE
 AF6607'CENTERLINE OF STATE ROAD A1A, AND 0.6 FOOT WEST OF THE METAL GUARDRAIL
 AF6607
 AF6607                          STATION RECOVERY (1989)
 AF6607
 AF6607'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6610 ***********************************************************************
 AF6610  DESIGNATION -  94 77 A 16 FLDT
 AF6610  PID         -  AF6610
 AF6610  STATE/COUNTY-  FL/ST LUCIE
 AF6610  USGS QUAD   -  FORT PIERCE (1983)
 AF6610
 AF6610                         *CURRENT SURVEY CONTROL
 AF6610  ___________________________________________________________________
 AF6610* NAD 83(1986)-  27 23 19.     (N)    080 15 37.     (W)     SCALED    
 AF6610* NAVD 88     -         0.735  (meters)       2.41   (feet)  ADJUSTED  
 AF6610  ___________________________________________________________________
 AF6610  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6610  DYNAMIC HT  -           0.734 (meters)       2.41  (feet)  COMP
 AF6610  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 AF6610
 AF6610  VERT ORDER  -  SECOND    CLASS I
 AF6610
 AF6610.The horizontal coordinates were scaled from a topographic map and have
 AF6610.an estimated accuracy of +/- 6 seconds.
 AF6610
 AF6610.The orthometric height was determined by differential leveling
 AF6610.and adjusted by the National Geodetic Survey in June 1991..
 AF6610
 AF6610.The geoid height was determined by GEOID03.
 AF6610
 AF6610.The dynamic height is computed by dividing the NAVD 88
 AF6610.geopotential number by the normal gravity value computed on the
 AF6610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6610.degrees latitude (g = 980.6199 gals.).
 AF6610
 AF6610.The modeled gravity was interpolated from observed gravity values.
 AF6610
 AF6610;                    North         East    Units  Estimated Accuracy
 AF6610;SPC FL E     -   338,680.      273,160.      MT  (+/- 180 meters Scaled)
 AF6610
 AF6610                          SUPERSEDED SURVEY CONTROL
 AF6610
 AF6610  NGVD 29 (??/??/92)    1.192  (m)            3.91   (f) ADJ UNCH    2 1
 AF6610
 AF6610.Superseded values are not recommended for survey control.
 AF6610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6610.See file dsdata.txt to determine how the superseded data were derived.
 AF6610
 AF6610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL731296(NAD 83)
 AF6610_MARKER: DD = SURVEY DISK
 AF6610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6610_SP_SET: CONCRETE POST
 AF6610_STAMPING: 94 77 A16
 AF6610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6610+STABILITY: SURFACE MOTION
 AF6610
 AF6610  HISTORY     - Date     Condition        Report By
 AF6610  HISTORY     - 1978     MONUMENTED       FLDT
 AF6610  HISTORY     - 1989     GOOD             USPSQD
 AF6610
 AF6610                          STATION DESCRIPTION
 AF6610
 AF6610'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6610'7.6 MI SE FROM FORT PIERCE.
 AF6610'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6610'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 7.6 MILES. THE
 AF6610'MARK BEARS 20 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A AND 41.6
 AF6610'FEET EAST OF AND ACROSS HIGHWAY FROM A 55 MPH SPEED LIMIT SIGN.
 AF6610'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTAALISHED BY FLORIDA
 AF6610'DEPARTMENT OF TRANSPORTATION.
 AF6610
 AF6610                          STATION RECOVERY (1989)
 AF6610
 AF6610'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6611 ***********************************************************************
 AF6611  DESIGNATION -  94 77 A 16 RM 1 FLDT
 AF6611  PID         -  AF6611
 AF6611  STATE/COUNTY-  FL/ST LUCIE
 AF6611  USGS QUAD   -  FORT PIERCE (1983)
 AF6611
 AF6611                         *CURRENT SURVEY CONTROL
 AF6611  ___________________________________________________________________
 AF6611* NAD 83(1986)-  27 23 19.     (N)    080 15 37.     (W)     SCALED    
 AF6611* NAVD 88     -         0.465  (meters)       1.53   (feet)  ADJUSTED  
 AF6611  ___________________________________________________________________
 AF6611  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6611  DYNAMIC HT  -           0.464 (meters)       1.52  (feet)  COMP
 AF6611  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 AF6611
 AF6611  VERT ORDER  -  SECOND    CLASS I
 AF6611
 AF6611.The horizontal coordinates were scaled from a topographic map and have
 AF6611.an estimated accuracy of +/- 6 seconds.
 AF6611
 AF6611.The orthometric height was determined by differential leveling
 AF6611.and adjusted by the National Geodetic Survey in June 1991..
 AF6611
 AF6611.The geoid height was determined by GEOID03.
 AF6611
 AF6611.The dynamic height is computed by dividing the NAVD 88
 AF6611.geopotential number by the normal gravity value computed on the
 AF6611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6611.degrees latitude (g = 980.6199 gals.).
 AF6611
 AF6611.The modeled gravity was interpolated from observed gravity values.
 AF6611
 AF6611;                    North         East    Units  Estimated Accuracy
 AF6611;SPC FL E     -   338,680.      273,160.      MT  (+/- 180 meters Scaled)
 AF6611
 AF6611                          SUPERSEDED SURVEY CONTROL
 AF6611
 AF6611  NGVD 29 (??/??/92)    0.922  (m)            3.02   (f) ADJ UNCH    2 1
 AF6611
 AF6611.Superseded values are not recommended for survey control.
 AF6611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6611.See file dsdata.txt to determine how the superseded data were derived.
 AF6611
 AF6611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL731296(NAD 83)
 AF6611_MARKER: DD = SURVEY DISK
 AF6611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6611_SP_SET: 4X4 PRECAST
 AF6611_STAMPING: 94 77 A16 RM NO 1
 AF6611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6611+STABILITY: SURFACE MOTION
 AF6611
 AF6611  HISTORY     - Date     Condition        Report By
 AF6611  HISTORY     - 1978     MONUMENTED       FLDT
 AF6611  HISTORY     - 1989     GOOD             USPSQD
 AF6611
 AF6611                          STATION DESCRIPTION
 AF6611
 AF6611'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6611'7.6 MI SE FROM FORT PIERCE.
 AF6611'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6611'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 7.6 MILES. THE
 AF6611'MARK BEARS 35.3 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6611
 AF6611                          STATION RECOVERY (1989)
 AF6611
 AF6611'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6609 ***********************************************************************
 AF6609  DESIGNATION -  94 77 A 16 RM 2 FLDT
 AF6609  PID         -  AF6609
 AF6609  STATE/COUNTY-  FL/ST LUCIE
 AF6609  USGS QUAD   -  FORT PIERCE (1983)
 AF6609
 AF6609                         *CURRENT SURVEY CONTROL
 AF6609  ___________________________________________________________________
 AF6609* NAD 83(1986)-  27 23 19.     (N)    080 15 37.     (W)     SCALED    
 AF6609* NAVD 88     -         0.358  (meters)       1.17   (feet)  ADJUSTED  
 AF6609  ___________________________________________________________________
 AF6609  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6609  DYNAMIC HT  -           0.358 (meters)       1.17  (feet)  COMP
 AF6609  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 AF6609
 AF6609  VERT ORDER  -  SECOND    CLASS I
 AF6609
 AF6609.The horizontal coordinates were scaled from a topographic map and have
 AF6609.an estimated accuracy of +/- 6 seconds.
 AF6609
 AF6609.The orthometric height was determined by differential leveling
 AF6609.and adjusted by the National Geodetic Survey in June 1991..
 AF6609
 AF6609.The geoid height was determined by GEOID03.
 AF6609
 AF6609.The dynamic height is computed by dividing the NAVD 88
 AF6609.geopotential number by the normal gravity value computed on the
 AF6609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6609.degrees latitude (g = 980.6199 gals.).
 AF6609
 AF6609.The modeled gravity was interpolated from observed gravity values.
 AF6609
 AF6609;                    North         East    Units  Estimated Accuracy
 AF6609;SPC FL E     -   338,680.      273,160.      MT  (+/- 180 meters Scaled)
 AF6609
 AF6609                          SUPERSEDED SURVEY CONTROL
 AF6609
 AF6609  NGVD 29 (??/??/92)    0.815  (m)            2.67   (f) ADJ UNCH    2 1
 AF6609
 AF6609.Superseded values are not recommended for survey control.
 AF6609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6609.See file dsdata.txt to determine how the superseded data were derived.
 AF6609
 AF6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL731296(NAD 83)
 AF6609_MARKER: DD = SURVEY DISK
 AF6609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6609_SP_SET: 4X4 PRECAST
 AF6609_STAMPING: 94 77 A16 RM NO 2
 AF6609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6609+STABILITY: SURFACE MOTION
 AF6609
 AF6609  HISTORY     - Date     Condition        Report By
 AF6609  HISTORY     - 1978     MONUMENTED       FLDT
 AF6609  HISTORY     - 1989     GOOD             USPSQD
 AF6609
 AF6609                          STATION DESCRIPTION
 AF6609
 AF6609'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6609'7.6 MI SE FROM FORT PIERCE.
 AF6609'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6609'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 7.6 MILES. THE
 AF6609'MARK BEARS 35.7 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.6
 AF6609
 AF6609                          STATION RECOVERY (1989)
 AF6609
 AF6609'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6613 ***********************************************************************
 AF6613  DESIGNATION -  94 77 A 17
 AF6613  PID         -  AF6613
 AF6613  STATE/COUNTY-  FL/ST LUCIE
 AF6613  USGS QUAD   -  FORT PIERCE (1983)
 AF6613
 AF6613                         *CURRENT SURVEY CONTROL
 AF6613  ___________________________________________________________________
 AF6613* NAD 83(1999)-  27 23 43.10381(N)    080 15 48.05801(W)     ADJUSTED  
 AF6613* NAVD 88     -         0.999  (meters)       3.28   (feet)  ADJUSTED  
 AF6613  ___________________________________________________________________
 AF6613  X           -     958,375.634 (meters)                     COMP
 AF6613  Y           -  -5,585,214.122 (meters)                     COMP
 AF6613  Z           -   2,917,162.808 (meters)                     COMP
 AF6613  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AF6613  ELLIP HEIGHT-         -26.64  (meters)          (06/19/01) GPS OBS
 AF6613  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6613  DYNAMIC HT  -           0.997 (meters)       3.27  (feet)  COMP
 AF6613  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 AF6613
 AF6613  HORZ ORDER  -  FIRST
 AF6613  VERT ORDER  -  SECOND    CLASS I
 AF6613  ELLP ORDER  -  FOURTH    CLASS I
 AF6613
 AF6613.The horizontal coordinates were established by GPS observations
 AF6613.and adjusted by the National Geodetic Survey in June 2001..
 AF6613
 AF6613.The orthometric height was determined by differential leveling
 AF6613.and adjusted by the National Geodetic Survey in June 1991..
 AF6613
 AF6613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6613
 AF6613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6613
 AF6613.The ellipsoidal height was determined by GPS observations
 AF6613.and is referenced to NAD 83.
 AF6613
 AF6613.The geoid height was determined by GEOID03.
 AF6613
 AF6613.The dynamic height is computed by dividing the NAVD 88
 AF6613.geopotential number by the normal gravity value computed on the
 AF6613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6613.degrees latitude (g = 980.6199 gals.).
 AF6613
 AF6613.The modeled gravity was interpolated from observed gravity values.
 AF6613
 AF6613;                    North         East     Units Scale Factor Converg.
 AF6613;SPC FL E     -   339,419.582   272,855.647   MT  1.00000667   +0 20 20.3
 AF6613;SPC FL E     - 1,113,579.08    895,193.90   sFT  1.00000667   +0 20 20.3
 AF6613;UTM  17      - 3,030,435.755   572,830.789   MT  0.99966548   +0 20 20.3
 AF6613
 AF6613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6613!SPC FL E     -   1.00000418  x   1.00000667  =   1.00001085
 AF6613!UTM  17      -   1.00000418  x   0.99966548  =   0.99966966
 AF6613
 AF6613                          SUPERSEDED SURVEY CONTROL
 AF6613
 AF6613  NAD 83(1990)-  27 23 43.10283(N)    080 15 48.05690(W) AD(       ) 1
 AF6613  ELLIP H (06/21/95)  -26.59   (m)                       GP(       ) 3 2
 AF6613  NAVD 88 (06/21/95)    1.00   (m)            3.3    (f) LEVELING    3  
 AF6613  NGVD 29 (??/??/92)    1.455  (m)            4.77   (f) ADJ UNCH    2 1
 AF6613
 AF6613.Superseded values are not recommended for survey control.
 AF6613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6613.See file dsdata.txt to determine how the superseded data were derived.
 AF6613
 AF6613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7283130436(NAD 83)
 AF6613_MARKER: DD = SURVEY DISK
 AF6613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6613_SP_SET: CONCRETE POST
 AF6613_STAMPING: 94 77 A17
 AF6613_MARK LOGO: FLDNR 
 AF6613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6613+STABILITY: SURFACE MOTION
 AF6613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6613+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1993
 AF6613
 AF6613  HISTORY     - Date     Condition        Report By
 AF6613  HISTORY     - 1978     MONUMENTED       FLDT
 AF6613  HISTORY     - 1989     GOOD             USPSQD
 AF6613  HISTORY     - 19931027 GOOD             GCYI
 AF6613
 AF6613                          STATION DESCRIPTION
 AF6613
 AF6613'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6613'7.1 MI SE FROM FORT PIERCE.
 AF6613'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6613'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 7.1 MILES TO THE
 AF6613'ENTRANCE TO MIDDLE COVE ACCESS. THE MARK BEARS 50 FEET SOUTH
 AF6613'SOUTHEAST OF THE APPROXIMATE CENTER LINE OF THE ENTRANCE DRIVE AND
 AF6613'27 FEET EAST NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6613'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6613'DEPARTMENT OF TRANSPORTATION.
 AF6613
 AF6613                          STATION RECOVERY (1989)
 AF6613
 AF6613'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6613'RECOVERED IN GOOD CONDITION.
 AF6613
 AF6613                          STATION RECOVERY (1993)
 AF6613
 AF6613'RECOVERY NOTE BY G.C.Y., INCORPORATED 1993
 AF6613'RECOVERED AS DESCRIBED.
 AF6613'
 AF6613'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN FT.
 AF6613'PIERCE.  GO SOUTHEASTERLY ON STATE ROAD A1A FOR 7.1 MI (11.43 KM) TO
 AF6613'THE ENTRANCE TO MIDDLE COVE ACCESS.  THE MARK BEARS 37 FT (11.28 M)
 AF6613'SOUTH OF THE APPROXIMATE SOUTH EDGE OF AN ENTRANCE DRIVE AND 27 FT
 AF6613'(8.23 M) EAST NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6613'
 AF6613'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6613'DEPARTMENT OF TRANSPORTATION.
 AF6613'
 AF6613'1 FT (0.30 M) BELOW HIGHWAY
 AF6613'
 AF6613'2 FT (0.61 M) WEST OF A WITNESS POST.
 AF6613'
 AF6613'SET P.K. NAIL AND DISK, GCY LB4108, IN THE ASPHALT WITH A MAGNETIC
 AF6613'AZIMUTH OF 340 DEGREES, A DISTANCE OF 38.76 FT (11.81 M) .
 AF6613'
 AF6613'SET P.K. NAIL AND DISK, GCY LB4108, IN THE EDGE OF PAVEMENT OF STATE
 AF6613'ROAD A1A WITH A MAGNETIC AZIMUTH OF 254 DEGREES, 26 MINUTES, A
 AF6613'DISTANCE OF 16.33 FT (4.98 M) .
 AF6613'
 AF6613'SET P.K. NAIL AND DISK, GCY LB4108, IN THE EDGE OF PAVEMENT OF STATE
 AF6613'ROAD A1A WITH A MAGNETIC AZIMUTH OF 183 DEGREES, 16 MINUTES, A
 AF6613'DISTANCE OF 39.46 FT (12.03 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6612 ***********************************************************************
 AF6612  DESIGNATION -  94 77 A 17 RM 1 FLDT
 AF6612  PID         -  AF6612
 AF6612  STATE/COUNTY-  FL/ST LUCIE
 AF6612  USGS QUAD   -  FORT PIERCE (1983)
 AF6612
 AF6612                         *CURRENT SURVEY CONTROL
 AF6612  ___________________________________________________________________
 AF6612* NAD 83(1986)-  27 23 43.     (N)    080 15 48.     (W)     SCALED    
 AF6612* NAVD 88     -         0.820  (meters)       2.69   (feet)  ADJUSTED  
 AF6612  ___________________________________________________________________
 AF6612  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6612  DYNAMIC HT  -           0.818 (meters)       2.68  (feet)  COMP
 AF6612  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 AF6612
 AF6612  VERT ORDER  -  SECOND    CLASS I
 AF6612
 AF6612.The horizontal coordinates were scaled from a topographic map and have
 AF6612.an estimated accuracy of +/- 6 seconds.
 AF6612
 AF6612.The orthometric height was determined by differential leveling
 AF6612.and adjusted by the National Geodetic Survey in June 1991..
 AF6612
 AF6612.The geoid height was determined by GEOID03.
 AF6612
 AF6612.The dynamic height is computed by dividing the NAVD 88
 AF6612.geopotential number by the normal gravity value computed on the
 AF6612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6612.degrees latitude (g = 980.6199 gals.).
 AF6612
 AF6612.The modeled gravity was interpolated from observed gravity values.
 AF6612
 AF6612;                    North         East    Units  Estimated Accuracy
 AF6612;SPC FL E     -   339,420.      272,860.      MT  (+/- 180 meters Scaled)
 AF6612
 AF6612                          SUPERSEDED SURVEY CONTROL
 AF6612
 AF6612  NGVD 29 (??/??/92)    1.276  (m)            4.19   (f) ADJ UNCH    2 1
 AF6612
 AF6612.Superseded values are not recommended for survey control.
 AF6612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6612.See file dsdata.txt to determine how the superseded data were derived.
 AF6612
 AF6612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL728304(NAD 83)
 AF6612_MARKER: DD = SURVEY DISK
 AF6612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6612_SP_SET: 4X4 PRECAST
 AF6612_STAMPING: 94 77 A17 RM NO 1
 AF6612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6612+STABILITY: SURFACE MOTION
 AF6612
 AF6612  HISTORY     - Date     Condition        Report By
 AF6612  HISTORY     - 1978     MONUMENTED       FLDT
 AF6612  HISTORY     - 1989     POOR             USPSQD
 AF6612
 AF6612                          STATION DESCRIPTION
 AF6612
 AF6612'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6612'7.1 MI SE FROM FORT PIERCE.
 AF6612'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6612'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 7.1 MILES TO THE
 AF6612'ENTRANCE TO MIDDLE COVE ACCESS. THE MARK BEARS 61 FEET EAST NORTHEAST
 AF6612'OF THE CENTERLINE OF STATE ROAD A1A, 16 FEET EAST NORTHEAST OF THE
 AF6612'SOUTH SUPPORT POST FOR THE ACCESS SIGN, AND 6.5 FEET SOUTH SOUTHEAST
 AF6612'OF THE SOUTH EDGE OF THE ASPHALT PARKING LOT.
 AF6612
 AF6612                          STATION RECOVERY (1989)
 AF6612
 AF6612'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6612'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6615 ***********************************************************************
 AF6615  DESIGNATION -  94 77 A 18 FLDT
 AF6615  PID         -  AF6615
 AF6615  STATE/COUNTY-  FL/ST LUCIE
 AF6615  USGS QUAD   -  FORT PIERCE (1983)
 AF6615
 AF6615                         *CURRENT SURVEY CONTROL
 AF6615  ___________________________________________________________________
 AF6615* NAD 83(1986)-  27 24 07.     (N)    080 16 03.     (W)     SCALED    
 AF6615* NAVD 88     -         0.556  (meters)       1.82   (feet)  ADJUSTED  
 AF6615  ___________________________________________________________________
 AF6615  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6615  DYNAMIC HT  -           0.555 (meters)       1.82  (feet)  COMP
 AF6615  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 AF6615
 AF6615  VERT ORDER  -  SECOND    CLASS I
 AF6615
 AF6615.The horizontal coordinates were scaled from a topographic map and have
 AF6615.an estimated accuracy of +/- 6 seconds.
 AF6615
 AF6615.The orthometric height was determined by differential leveling
 AF6615.and adjusted by the National Geodetic Survey in June 1991..
 AF6615
 AF6615.The geoid height was determined by GEOID03.
 AF6615
 AF6615.The dynamic height is computed by dividing the NAVD 88
 AF6615.geopotential number by the normal gravity value computed on the
 AF6615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6615.degrees latitude (g = 980.6199 gals.).
 AF6615
 AF6615.The modeled gravity was interpolated from observed gravity values.
 AF6615
 AF6615;                    North         East    Units  Estimated Accuracy
 AF6615;SPC FL E     -   340,150.      272,440.      MT  (+/- 180 meters Scaled)
 AF6615
 AF6615                          SUPERSEDED SURVEY CONTROL
 AF6615
 AF6615  NGVD 29 (??/??/92)    1.011  (m)            3.32   (f) ADJ UNCH    2 1
 AF6615
 AF6615.Superseded values are not recommended for survey control.
 AF6615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6615.See file dsdata.txt to determine how the superseded data were derived.
 AF6615
 AF6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL724311(NAD 83)
 AF6615_MARKER: DD = SURVEY DISK
 AF6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6615_SP_SET: CONCRETE POST
 AF6615_STAMPING: 94 77 A18
 AF6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6615+STABILITY: SURFACE MOTION
 AF6615
 AF6615  HISTORY     - Date     Condition        Report By
 AF6615  HISTORY     - 1978     MONUMENTED       FLDT
 AF6615
 AF6615                          STATION DESCRIPTION
 AF6615
 AF6615'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6615'6.6 MI SE FROM FORT PIERCE.
 AF6615'BEGINNING AT THE EAST END OF THE NORTH BRIDGE OVER INDIAN RIVER IN
 AF6615'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 6.6 MILES TO A 36
 AF6615'INCH PIPE CULVERT UNDER STATE ROAD A1A AT MIDDLE COVE. IT IS 22.8
 AF6615'FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 14 FEET EAST OF
 AF6615'THE NORTH END OF THE WEST CONCRETE HEADWALL.
 AF6615'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6615'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6614 ***********************************************************************
 AF6614  DESIGNATION -  94 77 A 18 RM 1 FLDT
 AF6614  PID         -  AF6614
 AF6614  STATE/COUNTY-  FL/ST LUCIE
 AF6614  USGS QUAD   -  FORT PIERCE (1983)
 AF6614
 AF6614                         *CURRENT SURVEY CONTROL
 AF6614  ___________________________________________________________________
 AF6614* NAD 83(1986)-  27 24 07.     (N)    080 16 03.     (W)     SCALED    
 AF6614* NAVD 88     -         0.525  (meters)       1.72   (feet)  ADJUSTED  
 AF6614  ___________________________________________________________________
 AF6614  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6614  DYNAMIC HT  -           0.525 (meters)       1.72  (feet)  COMP
 AF6614  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 AF6614
 AF6614  VERT ORDER  -  SECOND    CLASS I
 AF6614
 AF6614.The horizontal coordinates were scaled from a topographic map and have
 AF6614.an estimated accuracy of +/- 6 seconds.
 AF6614
 AF6614.The orthometric height was determined by differential leveling
 AF6614.and adjusted by the National Geodetic Survey in June 1991..
 AF6614
 AF6614.The geoid height was determined by GEOID03.
 AF6614
 AF6614.The dynamic height is computed by dividing the NAVD 88
 AF6614.geopotential number by the normal gravity value computed on the
 AF6614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6614.degrees latitude (g = 980.6199 gals.).
 AF6614
 AF6614.The modeled gravity was interpolated from observed gravity values.
 AF6614
 AF6614;                    North         East    Units  Estimated Accuracy
 AF6614;SPC FL E     -   340,150.      272,440.      MT  (+/- 180 meters Scaled)
 AF6614
 AF6614                          SUPERSEDED SURVEY CONTROL
 AF6614
 AF6614  NGVD 29 (??/??/92)    0.981  (m)            3.22   (f) ADJ UNCH    2 1
 AF6614
 AF6614.Superseded values are not recommended for survey control.
 AF6614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6614.See file dsdata.txt to determine how the superseded data were derived.
 AF6614
 AF6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL724311(NAD 83)
 AF6614_MARKER: DD = SURVEY DISK
 AF6614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6614_SP_SET: HEADWALL
 AF6614_STAMPING: 94 77 A18 RM NO 1
 AF6614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6614
 AF6614  HISTORY     - Date     Condition        Report By
 AF6614  HISTORY     - 1978     MONUMENTED       FLDT
 AF6614
 AF6614                          STATION DESCRIPTION
 AF6614
 AF6614'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6614'6.6 MI SE FROM FORT PIERCE.
 AF6614'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6614'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 6.6 MILES TO A
 AF6614'36 INCH PIPE CULVERT UNDER STATE ROAD A1A, AT MIDDLE COVE. THE MARK
 AF6614'IS IN THE TOP SOUTH END OF THE WEST CONCRETE HEADWALL, AND BEARS 58
 AF6614'FEET WEST OF THE CENTERLINE OF STAE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6617 ***********************************************************************
 AF6617  DESIGNATION -  94 77 A 19 FLDT
 AF6617  PID         -  AF6617
 AF6617  STATE/COUNTY-  FL/ST LUCIE
 AF6617  USGS QUAD   -  FORT PIERCE (1983)
 AF6617
 AF6617                         *CURRENT SURVEY CONTROL
 AF6617  ___________________________________________________________________
 AF6617* NAD 83(1986)-  27 24 35.     (N)    080 16 21.     (W)     SCALED    
 AF6617* NAVD 88     -         0.891  (meters)       2.92   (feet)  ADJUSTED  
 AF6617  ___________________________________________________________________
 AF6617  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6617  DYNAMIC HT  -           0.889 (meters)       2.92  (feet)  COMP
 AF6617  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AF6617
 AF6617  VERT ORDER  -  SECOND    CLASS I
 AF6617
 AF6617.The horizontal coordinates were scaled from a topographic map and have
 AF6617.an estimated accuracy of +/- 6 seconds.
 AF6617
 AF6617.The orthometric height was determined by differential leveling
 AF6617.and adjusted by the National Geodetic Survey in June 1991..
 AF6617
 AF6617.The geoid height was determined by GEOID03.
 AF6617
 AF6617.The dynamic height is computed by dividing the NAVD 88
 AF6617.geopotential number by the normal gravity value computed on the
 AF6617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6617.degrees latitude (g = 980.6199 gals.).
 AF6617
 AF6617.The modeled gravity was interpolated from observed gravity values.
 AF6617
 AF6617;                    North         East    Units  Estimated Accuracy
 AF6617;SPC FL E     -   341,010.      271,940.      MT  (+/- 180 meters Scaled)
 AF6617
 AF6617                          SUPERSEDED SURVEY CONTROL
 AF6617
 AF6617  NGVD 29 (??/??/92)    1.346  (m)            4.42   (f) ADJ UNCH    2 1
 AF6617
 AF6617.Superseded values are not recommended for survey control.
 AF6617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6617.See file dsdata.txt to determine how the superseded data were derived.
 AF6617
 AF6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL719320(NAD 83)
 AF6617_MARKER: DD = SURVEY DISK
 AF6617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6617_SP_SET: CONCRETE POST
 AF6617_STAMPING: 94 77 A19
 AF6617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6617+STABILITY: SURFACE MOTION
 AF6617
 AF6617  HISTORY     - Date     Condition        Report By
 AF6617  HISTORY     - 1978     MONUMENTED       FLDT
 AF6617  HISTORY     - 20020523 MARK NOT FOUND   USPSQD
 AF6617
 AF6617                          STATION DESCRIPTION
 AF6617
 AF6617'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6617'6.5 MI SE FROM FORT PIERCE.
 AF6617'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6617'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 6.5 MILES TO A
 AF6617'CULVERT UNDER STATE ROAD A1A. THE MARK BEARS 21.7 FEET SOUTHWEST OF
 AF6617'THE CENTERLINE OF STATE ROAD A1A, AND 20 FEET NORTH OF THE NORTH END
 AF6617'OF THE WEST CONCRETE HEADWALL.
 AF6617'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6617'DEPARTMENT OF TRANSPORTATION.
 AF6617
 AF6617                          STATION RECOVERY (2002)
 AF6617
 AF6617'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6617'CHECKED LOCATION WITH DGPS, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6616 ***********************************************************************
 AF6616  DESIGNATION -  94 77 A 19 RM 1 FLDT
 AF6616  PID         -  AF6616
 AF6616  STATE/COUNTY-  FL/ST LUCIE
 AF6616  USGS QUAD   -  FORT PIERCE (1983)
 AF6616
 AF6616                         *CURRENT SURVEY CONTROL
 AF6616  ___________________________________________________________________
 AF6616* NAD 83(1986)-  27 24 35.     (N)    080 16 21.     (W)     SCALED    
 AF6616* NAVD 88     -         0.681  (meters)       2.23   (feet)  ADJUSTED  
 AF6616  ___________________________________________________________________
 AF6616  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6616  DYNAMIC HT  -           0.680 (meters)       2.23  (feet)  COMP
 AF6616  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AF6616
 AF6616  VERT ORDER  -  SECOND    CLASS I
 AF6616
 AF6616.The horizontal coordinates were scaled from a topographic map and have
 AF6616.an estimated accuracy of +/- 6 seconds.
 AF6616
 AF6616.The orthometric height was determined by differential leveling
 AF6616.and adjusted by the National Geodetic Survey in June 1991..
 AF6616
 AF6616.The geoid height was determined by GEOID03.
 AF6616
 AF6616.The dynamic height is computed by dividing the NAVD 88
 AF6616.geopotential number by the normal gravity value computed on the
 AF6616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6616.degrees latitude (g = 980.6199 gals.).
 AF6616
 AF6616.The modeled gravity was interpolated from observed gravity values.
 AF6616
 AF6616;                    North         East    Units  Estimated Accuracy
 AF6616;SPC FL E     -   341,010.      271,940.      MT  (+/- 180 meters Scaled)
 AF6616
 AF6616                          SUPERSEDED SURVEY CONTROL
 AF6616
 AF6616  NGVD 29 (??/??/92)    1.136  (m)            3.73   (f) ADJ UNCH    2 1
 AF6616
 AF6616.Superseded values are not recommended for survey control.
 AF6616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6616.See file dsdata.txt to determine how the superseded data were derived.
 AF6616
 AF6616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL719320(NAD 83)
 AF6616_MARKER: DD = SURVEY DISK
 AF6616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6616_SP_SET: CONCRETE HEADWALL
 AF6616_STAMPING: 94 77 A19 RM NO 1
 AF6616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6616
 AF6616  HISTORY     - Date     Condition        Report By
 AF6616  HISTORY     - 1978     MONUMENTED       FLDT
 AF6616  HISTORY     - 1990     GOOD             USPSQD
 AF6616  HISTORY     - 20020523 MARK NOT FOUND   USPSQD
 AF6616
 AF6616                          STATION DESCRIPTION
 AF6616
 AF6616'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6616'5 MI SE FROM FORT PIERCE.
 AF6616'BEGINNING AT THE EAST END OF THE NORTH BRIDGE OVER INDIAN RIVER IN
 AF6616'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 6.5 MILES TO A
 AF6616'CULVERT UNDER STATE ROAD A1A. THE MARK IS IN THE TOP SOUTH END OF THE
 AF6616'WEST CONCRETE HEADWALL. THE MARK BEARS 33.5 FEET SOUTHWEST OF THE
 AF6616'CENTERLINE OF STATE ROAD A1A, AND 3.6 FEET EAST OF AN UNDERGROUND
 AF6616'CABLE MARKER.
 AF6616
 AF6616                          STATION RECOVERY (1990)
 AF6616
 AF6616'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6616'RECOVERED IN GOOD CONDITION.
 AF6616
 AF6616                          STATION RECOVERY (2002)
 AF6616
 AF6616'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6616'CHECKED LOCATION WITH DGPS, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6618 ***********************************************************************
 AF6618  DESIGNATION -  94 77 A 19 RM 2 FLDT
 AF6618  PID         -  AF6618
 AF6618  STATE/COUNTY-  FL/ST LUCIE
 AF6618  USGS QUAD   -  FORT PIERCE (1983)
 AF6618
 AF6618                         *CURRENT SURVEY CONTROL
 AF6618  ___________________________________________________________________
 AF6618* NAD 83(1986)-  27 24 35.     (N)    080 16 21.     (W)     SCALED    
 AF6618* NAVD 88     -         0.575  (meters)       1.89   (feet)  ADJUSTED  
 AF6618  ___________________________________________________________________
 AF6618  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6618  DYNAMIC HT  -           0.574 (meters)       1.88  (feet)  COMP
 AF6618  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 AF6618
 AF6618  VERT ORDER  -  SECOND    CLASS I
 AF6618
 AF6618.The horizontal coordinates were scaled from a topographic map and have
 AF6618.an estimated accuracy of +/- 6 seconds.
 AF6618
 AF6618.The orthometric height was determined by differential leveling
 AF6618.and adjusted by the National Geodetic Survey in June 1991..
 AF6618
 AF6618.The geoid height was determined by GEOID03.
 AF6618
 AF6618.The dynamic height is computed by dividing the NAVD 88
 AF6618.geopotential number by the normal gravity value computed on the
 AF6618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6618.degrees latitude (g = 980.6199 gals.).
 AF6618
 AF6618.The modeled gravity was interpolated from observed gravity values.
 AF6618
 AF6618;                    North         East    Units  Estimated Accuracy
 AF6618;SPC FL E     -   341,010.      271,940.      MT  (+/- 180 meters Scaled)
 AF6618
 AF6618                          SUPERSEDED SURVEY CONTROL
 AF6618
 AF6618  NGVD 29 (??/??/92)    1.030  (m)            3.38   (f) ADJ UNCH    2 1
 AF6618
 AF6618.Superseded values are not recommended for survey control.
 AF6618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6618.See file dsdata.txt to determine how the superseded data were derived.
 AF6618
 AF6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL719320(NAD 83)
 AF6618_MARKER: DD = SURVEY DISK
 AF6618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6618_SP_SET: 4X4 PRECAST
 AF6618_STAMPING: 94 77 A19 RM NO 2
 AF6618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6618+STABILITY: SURFACE MOTION
 AF6618
 AF6618  HISTORY     - Date     Condition        Report By
 AF6618  HISTORY     - 1978     MONUMENTED       FLDT
 AF6618  HISTORY     - 1990     GOOD             USPSQD
 AF6618  HISTORY     - 20020523 MARK NOT FOUND   USPSQD
 AF6618
 AF6618                          STATION DESCRIPTION
 AF6618
 AF6618'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6618'6 MI SE FROM FORT PIERCE.
 AF6618'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6618'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 6 MILES TO A
 AF6618'CULVERT UNDER STATE ROAD A1A. THE MARK BEARS 54 FEET SOUTHWEST OF THE
 AF6618'CENTERLINE OF STATE ROAD A1A AND 24.5 FEET NORTHWEST OF THE NORTH
 AF6618'END OF THE WEST CONCRETE HEADWALL.
 AF6618
 AF6618                          STATION RECOVERY (1990)
 AF6618
 AF6618'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6618'RECOVERED IN GOOD CONDITION.
 AF6618
 AF6618                          STATION RECOVERY (2002)
 AF6618
 AF6618'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6618'CHECKED LOCATION WITH DGPS, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6620 ***********************************************************************
 AF6620  DESIGNATION -  94 77 A 20 FLDT
 AF6620  PID         -  AF6620
 AF6620  STATE/COUNTY-  FL/ST LUCIE
 AF6620  USGS QUAD   -  FORT PIERCE (1983)
 AF6620
 AF6620                         *CURRENT SURVEY CONTROL
 AF6620  ___________________________________________________________________
 AF6620* NAD 83(1986)-  27 25 08.     (N)    080 16 33.     (W)     SCALED    
 AF6620* NAVD 88     -         0.827  (meters)       2.71   (feet)  ADJUSTED  
 AF6620  ___________________________________________________________________
 AF6620  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6620  DYNAMIC HT  -           0.826 (meters)       2.71  (feet)  COMP
 AF6620  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 AF6620
 AF6620  VERT ORDER  -  SECOND    CLASS I
 AF6620
 AF6620.The horizontal coordinates were scaled from a topographic map and have
 AF6620.an estimated accuracy of +/- 6 seconds.
 AF6620
 AF6620.The orthometric height was determined by differential leveling
 AF6620.and adjusted by the National Geodetic Survey in June 1991..
 AF6620
 AF6620.The geoid height was determined by GEOID03.
 AF6620
 AF6620.The dynamic height is computed by dividing the NAVD 88
 AF6620.geopotential number by the normal gravity value computed on the
 AF6620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6620.degrees latitude (g = 980.6199 gals.).
 AF6620
 AF6620.The modeled gravity was interpolated from observed gravity values.
 AF6620
 AF6620;                    North         East    Units  Estimated Accuracy
 AF6620;SPC FL E     -   342,030.      271,610.      MT  (+/- 180 meters Scaled)
 AF6620
 AF6620                          SUPERSEDED SURVEY CONTROL
 AF6620
 AF6620  NGVD 29 (??/??/92)    1.283  (m)            4.21   (f) ADJ UNCH    2 1
 AF6620
 AF6620.Superseded values are not recommended for survey control.
 AF6620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6620.See file dsdata.txt to determine how the superseded data were derived.
 AF6620
 AF6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL715330(NAD 83)
 AF6620_MARKER: DD = SURVEY DISK
 AF6620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6620_SP_SET: CONCRETE POST
 AF6620_STAMPING: 94 77 A20
 AF6620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6620+STABILITY: SURFACE MOTION
 AF6620
 AF6620  HISTORY     - Date     Condition        Report By
 AF6620  HISTORY     - 1978     MONUMENTED       FLDT
 AF6620  HISTORY     - 20020523 MARK NOT FOUND   USPSQD
 AF6620
 AF6620                          STATION DESCRIPTION
 AF6620
 AF6620'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6620'5.4 MI SE FROM FORT PIERCE.
 AF6620'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6620'FORT PIERCE, GO SOUTH EASTERLY ON STATE ROAD A1A FOR 5.4 MILES. THE
 AF6620'MARK BEARS 40 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A TRAIL ROAD
 AF6620'AND 25.7 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6620'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6620'DEPARTMENT OF TRANSPORTATION.
 AF6620
 AF6620                          STATION RECOVERY (2002)
 AF6620
 AF6620'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6620'CHECKED LOCATION WITH DGPS, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6619 ***********************************************************************
 AF6619  DESIGNATION -  94 77 A 20 RM 1 FLDT
 AF6619  PID         -  AF6619
 AF6619  STATE/COUNTY-  FL/ST LUCIE
 AF6619  USGS QUAD   -  FORT PIERCE (1983)
 AF6619
 AF6619                         *CURRENT SURVEY CONTROL
 AF6619  ___________________________________________________________________
 AF6619* NAD 83(1986)-  27 25 08.     (N)    080 16 33.     (W)     SCALED    
 AF6619* NAVD 88     -         0.800  (meters)       2.62   (feet)  ADJUSTED  
 AF6619  ___________________________________________________________________
 AF6619  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6619  DYNAMIC HT  -           0.798 (meters)       2.62  (feet)  COMP
 AF6619  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 AF6619
 AF6619  VERT ORDER  -  SECOND    CLASS I
 AF6619
 AF6619.The horizontal coordinates were scaled from a topographic map and have
 AF6619.an estimated accuracy of +/- 6 seconds.
 AF6619
 AF6619.The orthometric height was determined by differential leveling
 AF6619.and adjusted by the National Geodetic Survey in June 1991..
 AF6619
 AF6619.The geoid height was determined by GEOID03.
 AF6619
 AF6619.The dynamic height is computed by dividing the NAVD 88
 AF6619.geopotential number by the normal gravity value computed on the
 AF6619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6619.degrees latitude (g = 980.6199 gals.).
 AF6619
 AF6619.The modeled gravity was interpolated from observed gravity values.
 AF6619
 AF6619;                    North         East    Units  Estimated Accuracy
 AF6619;SPC FL E     -   342,030.      271,610.      MT  (+/- 180 meters Scaled)
 AF6619
 AF6619                          SUPERSEDED SURVEY CONTROL
 AF6619
 AF6619  NGVD 29 (??/??/92)    1.255  (m)            4.12   (f) ADJ UNCH    2 1
 AF6619
 AF6619.Superseded values are not recommended for survey control.
 AF6619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6619.See file dsdata.txt to determine how the superseded data were derived.
 AF6619
 AF6619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL715330(NAD 83)
 AF6619_MARKER: DD = SURVEY DISK
 AF6619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6619_SP_SET: 4X4 PRECAST
 AF6619_STAMPING: 94 77 A20 RM NO 1
 AF6619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6619+STABILITY: SURFACE MOTION
 AF6619
 AF6619  HISTORY     - Date     Condition        Report By
 AF6619  HISTORY     - 1978     MONUMENTED       FLDT
 AF6619  HISTORY     - 20020523 MARK NOT FOUND   USPSQD
 AF6619
 AF6619                          STATION DESCRIPTION
 AF6619
 AF6619'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6619'5.4 MI SE FROM FORT PIERCE.
 AF6619'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6619'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 5.4 MILES.
 AF6619'THE MARK BEARS 40.3 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A
 AF6619'AND 13.4 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A TRAIL ROAD.
 AF6619
 AF6619                          STATION RECOVERY (2002)
 AF6619
 AF6619'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6619'CHECKED LOCATION WITH DGPS, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6621 ***********************************************************************
 AF6621  DESIGNATION -  94 77 A 20 RM 2 FLDT
 AF6621  PID         -  AF6621
 AF6621  STATE/COUNTY-  FL/ST LUCIE
 AF6621  USGS QUAD   -  FORT PIERCE (1983)
 AF6621
 AF6621                         *CURRENT SURVEY CONTROL
 AF6621  ___________________________________________________________________
 AF6621* NAD 83(1986)-  27 25 08.     (N)    080 16 33.     (W)     SCALED    
 AF6621* NAVD 88     -         0.739  (meters)       2.42   (feet)  ADJUSTED  
 AF6621  ___________________________________________________________________
 AF6621  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6621  DYNAMIC HT  -           0.737 (meters)       2.42  (feet)  COMP
 AF6621  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 AF6621
 AF6621  VERT ORDER  -  SECOND    CLASS I
 AF6621
 AF6621.The horizontal coordinates were scaled from a topographic map and have
 AF6621.an estimated accuracy of +/- 6 seconds.
 AF6621
 AF6621.The orthometric height was determined by differential leveling
 AF6621.and adjusted by the National Geodetic Survey in June 1991..
 AF6621
 AF6621.The geoid height was determined by GEOID03.
 AF6621
 AF6621.The dynamic height is computed by dividing the NAVD 88
 AF6621.geopotential number by the normal gravity value computed on the
 AF6621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6621.degrees latitude (g = 980.6199 gals.).
 AF6621
 AF6621.The modeled gravity was interpolated from observed gravity values.
 AF6621
 AF6621;                    North         East    Units  Estimated Accuracy
 AF6621;SPC FL E     -   342,030.      271,610.      MT  (+/- 180 meters Scaled)
 AF6621
 AF6621                          SUPERSEDED SURVEY CONTROL
 AF6621
 AF6621  NGVD 29 (??/??/92)    1.195  (m)            3.92   (f) ADJ UNCH    2 1
 AF6621
 AF6621.Superseded values are not recommended for survey control.
 AF6621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6621.See file dsdata.txt to determine how the superseded data were derived.
 AF6621
 AF6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL715330(NAD 83)
 AF6621_MARKER: DD = SURVEY DISK
 AF6621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6621_SP_SET: 4X4 PRECAST
 AF6621_STAMPING: 94 77 A20 RM NO 2
 AF6621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6621+STABILITY: SURFACE MOTION
 AF6621
 AF6621  HISTORY     - Date     Condition        Report By
 AF6621  HISTORY     - 1978     MONUMENTED       FLDT
 AF6621
 AF6621                          STATION DESCRIPTION
 AF6621
 AF6621'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6621'5.4 MI SE FROM FORT PIERCE.
 AF6621'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6621'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 5.4 MILES. THE
 AF6621'MARK BEARS 38 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6625 ***********************************************************************
 AF6625  DESIGNATION -  94 77 A 21 FLDT
 AF6625  PID         -  AF6625
 AF6625  STATE/COUNTY-  FL/ST LUCIE
 AF6625  USGS QUAD   -  FORT PIERCE (1983)
 AF6625
 AF6625                         *CURRENT SURVEY CONTROL
 AF6625  ___________________________________________________________________
 AF6625* NAD 83(1986)-  27 26 00.     (N)    080 17 05.     (W)     SCALED    
 AF6625* NAVD 88     -         0.764  (meters)       2.51   (feet)  ADJUSTED  
 AF6625  ___________________________________________________________________
 AF6625  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6625  DYNAMIC HT  -           0.763 (meters)       2.50  (feet)  COMP
 AF6625  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 AF6625
 AF6625  VERT ORDER  -  SECOND    CLASS I
 AF6625
 AF6625.The horizontal coordinates were scaled from a topographic map and have
 AF6625.an estimated accuracy of +/- 6 seconds.
 AF6625
 AF6625.The orthometric height was determined by differential leveling
 AF6625.and adjusted by the National Geodetic Survey in June 1991..
 AF6625
 AF6625.The geoid height was determined by GEOID03.
 AF6625
 AF6625.The dynamic height is computed by dividing the NAVD 88
 AF6625.geopotential number by the normal gravity value computed on the
 AF6625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6625.degrees latitude (g = 980.6199 gals.).
 AF6625
 AF6625.The modeled gravity was interpolated from observed gravity values.
 AF6625
 AF6625;                    North         East    Units  Estimated Accuracy
 AF6625;SPC FL E     -   343,620.      270,720.      MT  (+/- 180 meters Scaled)
 AF6625
 AF6625                          SUPERSEDED SURVEY CONTROL
 AF6625
 AF6625  NGVD 29 (??/??/92)    1.222  (m)            4.01   (f) ADJ UNCH    2 1
 AF6625
 AF6625.Superseded values are not recommended for survey control.
 AF6625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6625.See file dsdata.txt to determine how the superseded data were derived.
 AF6625
 AF6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706346(NAD 83)
 AF6625_MARKER: DD = SURVEY DISK
 AF6625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6625_SP_SET: CONCRETE POST
 AF6625_STAMPING: 94 77 A21
 AF6625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6625+STABILITY: SURFACE MOTION
 AF6625
 AF6625  HISTORY     - Date     Condition        Report By
 AF6625  HISTORY     - 1978     MONUMENTED       FLDT
 AF6625  HISTORY     - 1990     GOOD             USPSQD
 AF6625
 AF6625                          STATION DESCRIPTION
 AF6625
 AF6625'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6625'4.2 MI SE FROM FORT PIERCE.
 AF6625'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6625'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 4.2 MILES. THE
 AF6625'MARK BEARS 49.5 FEET WEST SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AF6625'A1A.
 AF6625'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6625'DEPARTMENT OF TRANSPORTATION.
 AF6625
 AF6625                          STATION RECOVERY (1990)
 AF6625
 AF6625'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6624 ***********************************************************************
 AF6624  DESIGNATION -  94 77 A 21 RM 1 FLDT
 AF6624  PID         -  AF6624
 AF6624  STATE/COUNTY-  FL/ST LUCIE
 AF6624  USGS QUAD   -  FORT PIERCE (1983)
 AF6624
 AF6624                         *CURRENT SURVEY CONTROL
 AF6624  ___________________________________________________________________
 AF6624* NAD 83(1986)-  27 26 00.     (N)    080 17 05.     (W)     SCALED    
 AF6624* NAVD 88     -         0.778  (meters)       2.55   (feet)  ADJUSTED  
 AF6624  ___________________________________________________________________
 AF6624  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6624  DYNAMIC HT  -           0.776 (meters)       2.55  (feet)  COMP
 AF6624  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 AF6624
 AF6624  VERT ORDER  -  SECOND    CLASS I
 AF6624
 AF6624.The horizontal coordinates were scaled from a topographic map and have
 AF6624.an estimated accuracy of +/- 6 seconds.
 AF6624
 AF6624.The orthometric height was determined by differential leveling
 AF6624.and adjusted by the National Geodetic Survey in June 1991..
 AF6624
 AF6624.The geoid height was determined by GEOID03.
 AF6624
 AF6624.The dynamic height is computed by dividing the NAVD 88
 AF6624.geopotential number by the normal gravity value computed on the
 AF6624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6624.degrees latitude (g = 980.6199 gals.).
 AF6624
 AF6624.The modeled gravity was interpolated from observed gravity values.
 AF6624
 AF6624;                    North         East    Units  Estimated Accuracy
 AF6624;SPC FL E     -   343,620.      270,720.      MT  (+/- 180 meters Scaled)
 AF6624
 AF6624                          SUPERSEDED SURVEY CONTROL
 AF6624
 AF6624  NGVD 29 (??/??/92)    1.235  (m)            4.05   (f) ADJ UNCH    2 1
 AF6624
 AF6624.Superseded values are not recommended for survey control.
 AF6624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6624.See file dsdata.txt to determine how the superseded data were derived.
 AF6624
 AF6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706346(NAD 83)
 AF6624_MARKER: DD = SURVEY DISK
 AF6624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6624_SP_SET: 4X4 PRECAST
 AF6624_STAMPING: 94 77 A21 RM NO 1
 AF6624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6624+STABILITY: SURFACE MOTION
 AF6624
 AF6624  HISTORY     - Date     Condition        Report By
 AF6624  HISTORY     - 1978     MONUMENTED       FLDT
 AF6624  HISTORY     - 1990     GOOD             USPSQD
 AF6624
 AF6624                          STATION DESCRIPTION
 AF6624
 AF6624'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6624'4.2 MI SE FROM FORT PIERCE.
 AF6624'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6624'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 4.2 MILES. THE
 AF6624'MARK BEARS 48 FEET WEST SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6624
 AF6624                          STATION RECOVERY (1990)
 AF6624
 AF6624'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6626 ***********************************************************************
 AF6626  DESIGNATION -  94 77 A 21 RM 2 FLDT
 AF6626  PID         -  AF6626
 AF6626  STATE/COUNTY-  FL/ST LUCIE
 AF6626  USGS QUAD   -  FORT PIERCE (1983)
 AF6626
 AF6626                         *CURRENT SURVEY CONTROL
 AF6626  ___________________________________________________________________
 AF6626* NAD 83(1986)-  27 26 00.     (N)    080 17 05.     (W)     SCALED    
 AF6626* NAVD 88     -         1.035  (meters)       3.40   (feet)  ADJUSTED  
 AF6626  ___________________________________________________________________
 AF6626  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6626  DYNAMIC HT  -           1.033 (meters)       3.39  (feet)  COMP
 AF6626  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 AF6626
 AF6626  VERT ORDER  -  SECOND    CLASS I
 AF6626
 AF6626.The horizontal coordinates were scaled from a topographic map and have
 AF6626.an estimated accuracy of +/- 6 seconds.
 AF6626
 AF6626.The orthometric height was determined by differential leveling
 AF6626.and adjusted by the National Geodetic Survey in June 1991..
 AF6626
 AF6626.The geoid height was determined by GEOID03.
 AF6626
 AF6626.The dynamic height is computed by dividing the NAVD 88
 AF6626.geopotential number by the normal gravity value computed on the
 AF6626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6626.degrees latitude (g = 980.6199 gals.).
 AF6626
 AF6626.The modeled gravity was interpolated from observed gravity values.
 AF6626
 AF6626;                    North         East    Units  Estimated Accuracy
 AF6626;SPC FL E     -   343,620.      270,720.      MT  (+/- 180 meters Scaled)
 AF6626
 AF6626                          SUPERSEDED SURVEY CONTROL
 AF6626
 AF6626  NGVD 29 (??/??/92)    1.493  (m)            4.90   (f) ADJ UNCH    2 1
 AF6626
 AF6626.Superseded values are not recommended for survey control.
 AF6626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6626.See file dsdata.txt to determine how the superseded data were derived.
 AF6626
 AF6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706346(NAD 83)
 AF6626_MARKER: DD = SURVEY DISK
 AF6626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6626_SP_SET: 4X4 PRECAST
 AF6626_STAMPING: 94 77 A21 RM NO 2
 AF6626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6626+STABILITY: SURFACE MOTION
 AF6626
 AF6626  HISTORY     - Date     Condition        Report By
 AF6626  HISTORY     - 1978     MONUMENTED       FLDT
 AF6626  HISTORY     - 1990     GOOD             USPSQD
 AF6626
 AF6626                          STATION DESCRIPTION
 AF6626
 AF6626'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6626'4.2 MI SE FROM FORT PIERCE.
 AF6626'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6626'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 4.2 MILES. THE
 AF6626'MARK BEARS 53 FEET WEST SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AF6626'A1A.
 AF6626
 AF6626                          STATION RECOVERY (1990)
 AF6626
 AF6626'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6628 ***********************************************************************
 AF6628  DESIGNATION -  94 77 A 22 FLDT
 AF6628  PID         -  AF6628
 AF6628  STATE/COUNTY-  FL/ST LUCIE
 AF6628  USGS QUAD   -  FORT PIERCE (1983)
 AF6628
 AF6628                         *CURRENT SURVEY CONTROL
 AF6628  ___________________________________________________________________
 AF6628* NAD 83(1986)-  27 26 12.     (N)    080 17 08.     (W)     SCALED    
 AF6628* NAVD 88     -         0.855  (meters)       2.81   (feet)  ADJUSTED  
 AF6628  ___________________________________________________________________
 AF6628  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6628  DYNAMIC HT  -           0.854 (meters)       2.80  (feet)  COMP
 AF6628  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AF6628
 AF6628  VERT ORDER  -  SECOND    CLASS I
 AF6628
 AF6628.The horizontal coordinates were scaled from a topographic map and have
 AF6628.an estimated accuracy of +/- 6 seconds.
 AF6628
 AF6628.The orthometric height was determined by differential leveling
 AF6628.and adjusted by the National Geodetic Survey in June 1991..
 AF6628
 AF6628.The geoid height was determined by GEOID03.
 AF6628
 AF6628.The dynamic height is computed by dividing the NAVD 88
 AF6628.geopotential number by the normal gravity value computed on the
 AF6628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6628.degrees latitude (g = 980.6199 gals.).
 AF6628
 AF6628.The modeled gravity was interpolated from observed gravity values.
 AF6628
 AF6628;                    North         East    Units  Estimated Accuracy
 AF6628;SPC FL E     -   343,990.      270,630.      MT  (+/- 180 meters Scaled)
 AF6628
 AF6628                          SUPERSEDED SURVEY CONTROL
 AF6628
 AF6628  NGVD 29 (??/??/92)    1.313  (m)            4.31   (f) ADJ UNCH    2 1
 AF6628
 AF6628.Superseded values are not recommended for survey control.
 AF6628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6628.See file dsdata.txt to determine how the superseded data were derived.
 AF6628
 AF6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706350(NAD 83)
 AF6628_MARKER: DD = SURVEY DISK
 AF6628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6628_SP_SET: CONCRETE POST
 AF6628_STAMPING: 94 77 A22
 AF6628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6628+STABILITY: SURFACE MOTION
 AF6628
 AF6628  HISTORY     - Date     Condition        Report By
 AF6628  HISTORY     - 1978     MONUMENTED       FLDT
 AF6628  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF6628
 AF6628                          STATION DESCRIPTION
 AF6628
 AF6628'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6628'4 MI SE FROM FORT PIERCE.
 AF6628'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6628'FORT PIERCE, GO SOUTH EASTERLY ON STATE ROAD A1A FOR 3.9 MILES TO
 AF6628'THE FORT PIERCE CITY LIMIT. CONTINUE ON STATE ROAD A1A FOR 0.1 MILE.
 AF6628'THE MARK IS ABOUT 200 FEET SOUTH OF THE ENTRANCE TO OCEAN VILLAGE AND
 AF6628'BEARS 56 FEET SOUTHEAST OF A POWER POLE, 34 FEET NORTHEAST OF THE
 AF6628'CENTER OF A METAL COVER FOR A CONCRETE MANHOLE, 24.5 FEET WEST OF THE
 AF6628'CENTERLINE OF STATE ROAD A1A, AND 3.8 FEET WEST OF A SPEED LIMIT SIGN.
 AF6628'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6628'DEPARTMENT OF TRANSPORTATION.
 AF6628
 AF6628                          STATION RECOVERY (1990)
 AF6628
 AF6628'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6627 ***********************************************************************
 AF6627  DESIGNATION -  94 77 A 22 RM 1 FLDT
 AF6627  PID         -  AF6627
 AF6627  STATE/COUNTY-  FL/ST LUCIE
 AF6627  USGS QUAD   -  FORT PIERCE (1983)
 AF6627
 AF6627                         *CURRENT SURVEY CONTROL
 AF6627  ___________________________________________________________________
 AF6627* NAD 83(1986)-  27 26 12.     (N)    080 17 08.     (W)     SCALED    
 AF6627* NAVD 88     -         0.578  (meters)       1.90   (feet)  ADJUSTED  
 AF6627  ___________________________________________________________________
 AF6627  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6627  DYNAMIC HT  -           0.577 (meters)       1.89  (feet)  COMP
 AF6627  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AF6627
 AF6627  VERT ORDER  -  SECOND    CLASS I
 AF6627
 AF6627.The horizontal coordinates were scaled from a topographic map and have
 AF6627.an estimated accuracy of +/- 6 seconds.
 AF6627
 AF6627.The orthometric height was determined by differential leveling
 AF6627.and adjusted by the National Geodetic Survey in June 1991..
 AF6627
 AF6627.The geoid height was determined by GEOID03.
 AF6627
 AF6627.The dynamic height is computed by dividing the NAVD 88
 AF6627.geopotential number by the normal gravity value computed on the
 AF6627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6627.degrees latitude (g = 980.6199 gals.).
 AF6627
 AF6627.The modeled gravity was interpolated from observed gravity values.
 AF6627
 AF6627;                    North         East    Units  Estimated Accuracy
 AF6627;SPC FL E     -   343,990.      270,630.      MT  (+/- 180 meters Scaled)
 AF6627
 AF6627                          SUPERSEDED SURVEY CONTROL
 AF6627
 AF6627  NGVD 29 (??/??/92)    1.036  (m)            3.40   (f) ADJ UNCH    2 1
 AF6627
 AF6627.Superseded values are not recommended for survey control.
 AF6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6627.See file dsdata.txt to determine how the superseded data were derived.
 AF6627
 AF6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706350(NAD 83)
 AF6627_MARKER: DD = SURVEY DISK
 AF6627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6627_SP_SET: 4X4 PRECAST
 AF6627_STAMPING: 94 77 A22 RM NO 1
 AF6627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6627+STABILITY: SURFACE MOTION
 AF6627
 AF6627  HISTORY     - Date     Condition        Report By
 AF6627  HISTORY     - 1978     MONUMENTED       FLDT
 AF6627  HISTORY     - 1990     GOOD             USPSQD
 AF6627
 AF6627                          STATION DESCRIPTION
 AF6627
 AF6627'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6627'4 MI SE FROM FORT PIERCE.
 AF6627'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6627'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 3.9 MILES TO THE
 AF6627'FORT PIERCE CITY LIMIT. CONTINUE ON STATE ROAD A1A FOR 0.1 MILE. THE
 AF6627'MARK IS ABOUT 200 FEET SOUTH OF THE ENTRANCE TO OCEAN VILLAGE AND
 AF6627'BEARS 49 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A AND 11.5 FEET
 AF6627'SOUTHWEST OF THE CENTER OF A METAL COVER FOR A CONCRET MANHOLE.
 AF6627
 AF6627                          STATION RECOVERY (1990)
 AF6627
 AF6627'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6629 ***********************************************************************
 AF6629  DESIGNATION -  94 77 A 22 RM 2 FLDT
 AF6629  PID         -  AF6629
 AF6629  STATE/COUNTY-  FL/ST LUCIE
 AF6629  USGS QUAD   -  FORT PIERCE (1983)
 AF6629
 AF6629                         *CURRENT SURVEY CONTROL
 AF6629  ___________________________________________________________________
 AF6629* NAD 83(1986)-  27 26 12.     (N)    080 17 08.     (W)     SCALED    
 AF6629* NAVD 88     -         0.525  (meters)       1.72   (feet)  ADJUSTED  
 AF6629  ___________________________________________________________________
 AF6629  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF6629  DYNAMIC HT  -           0.524 (meters)       1.72  (feet)  COMP
 AF6629  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AF6629
 AF6629  VERT ORDER  -  SECOND    CLASS I
 AF6629
 AF6629.The horizontal coordinates were scaled from a topographic map and have
 AF6629.an estimated accuracy of +/- 6 seconds.
 AF6629
 AF6629.The orthometric height was determined by differential leveling
 AF6629.and adjusted by the National Geodetic Survey in June 1991..
 AF6629
 AF6629.The geoid height was determined by GEOID03.
 AF6629
 AF6629.The dynamic height is computed by dividing the NAVD 88
 AF6629.geopotential number by the normal gravity value computed on the
 AF6629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6629.degrees latitude (g = 980.6199 gals.).
 AF6629
 AF6629.The modeled gravity was interpolated from observed gravity values.
 AF6629
 AF6629;                    North         East    Units  Estimated Accuracy
 AF6629;SPC FL E     -   343,990.      270,630.      MT  (+/- 180 meters Scaled)
 AF6629
 AF6629                          SUPERSEDED SURVEY CONTROL
 AF6629
 AF6629  NGVD 29 (??/??/92)    0.983  (m)            3.23   (f) ADJ UNCH    2 1
 AF6629
 AF6629.Superseded values are not recommended for survey control.
 AF6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6629.See file dsdata.txt to determine how the superseded data were derived.
 AF6629
 AF6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706350(NAD 83)
 AF6629_MARKER: DD = SURVEY DISK
 AF6629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6629_SP_SET: 4X4 PRECAST
 AF6629_STAMPING: 94 77 A22 RM NO 2
 AF6629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6629+STABILITY: SURFACE MOTION
 AF6629
 AF6629  HISTORY     - Date     Condition        Report By
 AF6629  HISTORY     - 1978     MONUMENTED       FLDT
 AF6629  HISTORY     - 1990     GOOD             USPSQD
 AF6629
 AF6629                          STATION DESCRIPTION
 AF6629
 AF6629'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6629'4 MI SE FROM FORT PIERCE.
 AF6629'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN ROVER, IN
 AF6629'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 3.9 MILES TO
 AF6629'THE FORT PIERCE CITY LIMIT. CONTINUE ON STATE ROAD A1A FOR 0.1 MILE.
 AF6629'THE MARK IS ABOUT 200 FEET SOUTH OF THE ENTRANCE TO OCEAN VILLAGE AND
 AF6629'BEARS 47 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A AND 10 FEET
 AF6629'SOUTH OF A POWER POLE.
 AF6629
 AF6629                          STATION RECOVERY (1990)
 AF6629
 AF6629'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6631 ***********************************************************************
 AF6631  DESIGNATION -  94 77 A 23 FLDT
 AF6631  PID         -  AF6631
 AF6631  STATE/COUNTY-  FL/ST LUCIE
 AF6631  USGS QUAD   -  FORT PIERCE (1983)
 AF6631
 AF6631                         *CURRENT SURVEY CONTROL
 AF6631  ___________________________________________________________________
 AF6631* NAD 83(1986)-  27 26 46.     (N)    080 17 08.     (W)     SCALED    
 AF6631* NAVD 88     -         0.936  (meters)       3.07   (feet)  ADJUSTED  
 AF6631  ___________________________________________________________________
 AF6631  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6631  DYNAMIC HT  -           0.934 (meters)       3.06  (feet)  COMP
 AF6631  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AF6631
 AF6631  VERT ORDER  -  SECOND    CLASS I
 AF6631
 AF6631.The horizontal coordinates were scaled from a topographic map and have
 AF6631.an estimated accuracy of +/- 6 seconds.
 AF6631
 AF6631.The orthometric height was determined by differential leveling
 AF6631.and adjusted by the National Geodetic Survey in June 1991..
 AF6631
 AF6631.The geoid height was determined by GEOID03.
 AF6631
 AF6631.The dynamic height is computed by dividing the NAVD 88
 AF6631.geopotential number by the normal gravity value computed on the
 AF6631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6631.degrees latitude (g = 980.6199 gals.).
 AF6631
 AF6631.The modeled gravity was interpolated from observed gravity values.
 AF6631
 AF6631;                    North         East    Units  Estimated Accuracy
 AF6631;SPC FL E     -   345,040.      270,630.      MT  (+/- 180 meters Scaled)
 AF6631
 AF6631                          SUPERSEDED SURVEY CONTROL
 AF6631
 AF6631  NGVD 29 (??/??/92)    1.394  (m)            4.57   (f) ADJ UNCH    2 1
 AF6631
 AF6631.Superseded values are not recommended for survey control.
 AF6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6631.See file dsdata.txt to determine how the superseded data were derived.
 AF6631
 AF6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706360(NAD 83)
 AF6631_MARKER: DD = SURVEY DISK
 AF6631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6631_SP_SET: CONCRETE POST
 AF6631_STAMPING: 94 77 A23
 AF6631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6631+STABILITY: SURFACE MOTION
 AF6631
 AF6631  HISTORY     - Date     Condition        Report By
 AF6631  HISTORY     - 1978     MONUMENTED       FLDT
 AF6631  HISTORY     - 1990     POOR             USPSQD
 AF6631
 AF6631                          STATION DESCRIPTION
 AF6631
 AF6631'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6631'3.4 MI SE FROM FORT PIERCE.
 AF6631'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6631'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 3.4 MILES TO THE
 AF6631'INTERSECTION OF COCONUT DRIVE. THE MARK BEARS 82 FEET SOUTH OF THE
 AF6631'CENTERLINE OF COCONUT DRIVE, 39 FEET NORTHWEST OF A TELEPHONE
 AF6631'JUNCTION BOX AND 14.2 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6631'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6631'DEPARTMENT OF TRANSPORTATION.
 AF6631
 AF6631                          STATION RECOVERY (1990)
 AF6631
 AF6631'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6631'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6632 ***********************************************************************
 AF6632  DESIGNATION -  94 77 A 23 RM 1 FLDT
 AF6632  PID         -  AF6632
 AF6632  STATE/COUNTY-  FL/ST LUCIE
 AF6632  USGS QUAD   -  FORT PIERCE (1983)
 AF6632
 AF6632                         *CURRENT SURVEY CONTROL
 AF6632  ___________________________________________________________________
 AF6632* NAD 83(1986)-  27 26 46.     (N)    080 17 08.     (W)     SCALED    
 AF6632* NAVD 88     -         0.658  (meters)       2.16   (feet)  ADJUSTED  
 AF6632  ___________________________________________________________________
 AF6632  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6632  DYNAMIC HT  -           0.657 (meters)       2.16  (feet)  COMP
 AF6632  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AF6632
 AF6632  VERT ORDER  -  SECOND    CLASS I
 AF6632
 AF6632.The horizontal coordinates were scaled from a topographic map and have
 AF6632.an estimated accuracy of +/- 6 seconds.
 AF6632
 AF6632.The orthometric height was determined by differential leveling
 AF6632.and adjusted by the National Geodetic Survey in June 1991..
 AF6632
 AF6632.The geoid height was determined by GEOID03.
 AF6632
 AF6632.The dynamic height is computed by dividing the NAVD 88
 AF6632.geopotential number by the normal gravity value computed on the
 AF6632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6632.degrees latitude (g = 980.6199 gals.).
 AF6632
 AF6632.The modeled gravity was interpolated from observed gravity values.
 AF6632
 AF6632;                    North         East    Units  Estimated Accuracy
 AF6632;SPC FL E     -   345,040.      270,630.      MT  (+/- 180 meters Scaled)
 AF6632
 AF6632                          SUPERSEDED SURVEY CONTROL
 AF6632
 AF6632  NGVD 29 (??/??/92)    1.116  (m)            3.66   (f) ADJ UNCH    2 1
 AF6632
 AF6632.Superseded values are not recommended for survey control.
 AF6632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6632.See file dsdata.txt to determine how the superseded data were derived.
 AF6632
 AF6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706360(NAD 83)
 AF6632_MARKER: DD = SURVEY DISK
 AF6632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6632_SP_SET: HEADWALL
 AF6632_STAMPING: 94 77 A23 RM NO 1
 AF6632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6632
 AF6632  HISTORY     - Date     Condition        Report By
 AF6632  HISTORY     - 1978     MONUMENTED       FLDT
 AF6632  HISTORY     - 1990     GOOD             USPSQD
 AF6632
 AF6632                          STATION DESCRIPTION
 AF6632
 AF6632'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6632'3.4 MI SE FROM FORT PIERCE.
 AF6632'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6632'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 3.4 MILES TO THE
 AF6632'INTERSECTION OF COCONUT DRIVE. THE MARK IS IN THE TOP NORTH END OF
 AF6632'THE WEST CONCRETE HEADWALL OF A DRAINAGE DITCH UNDER COCONUT DRIVE
 AF6632'AND BEARS 39 FEET SOUTH OF THE CENTERLINE OF COCONUT DRIVE AND 29.3
 AF6632'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6632
 AF6632                          STATION RECOVERY (1990)
 AF6632
 AF6632'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6630 ***********************************************************************
 AF6630  DESIGNATION -  94 77 A 23 RM 2 FLDT
 AF6630  PID         -  AF6630
 AF6630  STATE/COUNTY-  FL/ST LUCIE
 AF6630  USGS QUAD   -  FORT PIERCE (1983)
 AF6630
 AF6630                         *CURRENT SURVEY CONTROL
 AF6630  ___________________________________________________________________
 AF6630* NAD 83(1986)-  27 26 46.     (N)    080 17 08.     (W)     SCALED    
 AF6630* NAVD 88     -         1.038  (meters)       3.41   (feet)  ADJUSTED  
 AF6630  ___________________________________________________________________
 AF6630  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AF6630  DYNAMIC HT  -           1.037 (meters)       3.40  (feet)  COMP
 AF6630  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AF6630
 AF6630  VERT ORDER  -  SECOND    CLASS I
 AF6630
 AF6630.The horizontal coordinates were scaled from a topographic map and have
 AF6630.an estimated accuracy of +/- 6 seconds.
 AF6630
 AF6630.The orthometric height was determined by differential leveling
 AF6630.and adjusted by the National Geodetic Survey in June 1991..
 AF6630
 AF6630.The geoid height was determined by GEOID03.
 AF6630
 AF6630.The dynamic height is computed by dividing the NAVD 88
 AF6630.geopotential number by the normal gravity value computed on the
 AF6630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6630.degrees latitude (g = 980.6199 gals.).
 AF6630
 AF6630.The modeled gravity was interpolated from observed gravity values.
 AF6630
 AF6630;                    North         East    Units  Estimated Accuracy
 AF6630;SPC FL E     -   345,040.      270,630.      MT  (+/- 180 meters Scaled)
 AF6630
 AF6630                          SUPERSEDED SURVEY CONTROL
 AF6630
 AF6630  NGVD 29 (??/??/92)    1.496  (m)            4.91   (f) ADJ UNCH    2 1
 AF6630
 AF6630.Superseded values are not recommended for survey control.
 AF6630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6630.See file dsdata.txt to determine how the superseded data were derived.
 AF6630
 AF6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL706360(NAD 83)
 AF6630_MARKER: DD = SURVEY DISK
 AF6630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6630_SP_SET: 4X4 PRECAST
 AF6630_STAMPING: 94 77 A23 RM NO 2
 AF6630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6630+STABILITY: SURFACE MOTION
 AF6630
 AF6630  HISTORY     - Date     Condition        Report By
 AF6630  HISTORY     - 1978     MONUMENTED       FLDT
 AF6630
 AF6630                          STATION DESCRIPTION
 AF6630
 AF6630'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6630'3.4 MI SE FROM FORT PIERCE.
 AF6630'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6630'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 3.4 MILES TO THE
 AF6630'INTERSECTION OF COCONUT DRIVE. THE MARK BEARS 46 FEET SOUTHWEST OF A
 AF6630'TELEPHONE JUNCTION BOX AND 15.8 FEET EAST OF THE CENTERLINE OF STATE
 AF6630'ROAD A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6635 ***********************************************************************
 AF6635  DESIGNATION -  94 77 A 24 FLDT
 AF6635  PID         -  AF6635
 AF6635  STATE/COUNTY-  FL/ST LUCIE
 AF6635  USGS QUAD   -  FORT PIERCE (1983)
 AF6635
 AF6635                         *CURRENT SURVEY CONTROL
 AF6635  ___________________________________________________________________
 AF6635* NAD 83(1986)-  27 27 13.     (N)    080 17 08.     (W)     SCALED    
 AF6635* NAVD 88     -         2.441  (meters)       8.01   (feet)  ADJUSTED  
 AF6635  ___________________________________________________________________
 AF6635  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6635  DYNAMIC HT  -           2.437 (meters)       8.00  (feet)  COMP
 AF6635  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AF6635
 AF6635  VERT ORDER  -  SECOND    CLASS I
 AF6635
 AF6635.The horizontal coordinates were scaled from a topographic map and have
 AF6635.an estimated accuracy of +/- 6 seconds.
 AF6635
 AF6635.The orthometric height was determined by differential leveling
 AF6635.and adjusted by the National Geodetic Survey in June 1991..
 AF6635
 AF6635.The geoid height was determined by GEOID03.
 AF6635
 AF6635.The dynamic height is computed by dividing the NAVD 88
 AF6635.geopotential number by the normal gravity value computed on the
 AF6635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6635.degrees latitude (g = 980.6199 gals.).
 AF6635
 AF6635.The modeled gravity was interpolated from observed gravity values.
 AF6635
 AF6635;                    North         East    Units  Estimated Accuracy
 AF6635;SPC FL E     -   345,870.      270,620.      MT  (+/- 180 meters Scaled)
 AF6635
 AF6635                          SUPERSEDED SURVEY CONTROL
 AF6635
 AF6635  NGVD 29 (??/??/92)    2.898  (m)            9.51   (f) ADJ UNCH    2 1
 AF6635
 AF6635.Superseded values are not recommended for survey control.
 AF6635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6635.See file dsdata.txt to determine how the superseded data were derived.
 AF6635
 AF6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL705368(NAD 83)
 AF6635_MARKER: DD = SURVEY DISK
 AF6635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6635_SP_SET: CONCRETE POST
 AF6635_STAMPING: 94 77 A24
 AF6635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6635+STABILITY: SURFACE MOTION
 AF6635
 AF6635  HISTORY     - Date     Condition        Report By
 AF6635  HISTORY     - 1978     MONUMENTED       FLDT
 AF6635  HISTORY     - 1990     GOOD             USPSQD
 AF6635  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 AF6635
 AF6635                          STATION DESCRIPTION
 AF6635
 AF6635'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6635'2.9 MI SE FROM FORT PIERCE.
 AF6635'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6635'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 2.9 MILES TO THE
 AF6635'NORTH END OF A SMALL PARK ACROSS THE ROAD FROM THE WATER TANK. THE
 AF6635'MARK BEARS 148 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 116 FEET
 AF6635'WEST OF THE EDGE OF THE SAND SLOPE TO THE BEACH, 60 FEET NORTH OF THE
 AF6635'NORTH POSTLINE BORDER OF THE PARK, AND 41 FEET EAST OF ANOTHER METAL
 AF6635'WITNESS POST.
 AF6635'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6635'DEPARTMENT OF TRANSPORTATION.
 AF6635
 AF6635                          STATION RECOVERY (1990)
 AF6635
 AF6635'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6635'RECOVERED IN GOOD CONDITION.
 AF6635
 AF6635                          STATION RECOVERY (2003)
 AF6635
 AF6635'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6634 ***********************************************************************
 AF6634  DESIGNATION -  94 77 A 24 RM 1 FLDT
 AF6634  PID         -  AF6634
 AF6634  STATE/COUNTY-  FL/ST LUCIE
 AF6634  USGS QUAD   -  FORT PIERCE (1983)
 AF6634
 AF6634                         *CURRENT SURVEY CONTROL
 AF6634  ___________________________________________________________________
 AF6634* NAD 83(1986)-  27 27 13.     (N)    080 17 08.     (W)     SCALED    
 AF6634* NAVD 88     -         2.348  (meters)       7.70   (feet)  ADJUSTED  
 AF6634  ___________________________________________________________________
 AF6634  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6634  DYNAMIC HT  -           2.344 (meters)       7.69  (feet)  COMP
 AF6634  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AF6634
 AF6634  VERT ORDER  -  SECOND    CLASS I
 AF6634
 AF6634.The horizontal coordinates were scaled from a topographic map and have
 AF6634.an estimated accuracy of +/- 6 seconds.
 AF6634
 AF6634.The orthometric height was determined by differential leveling
 AF6634.and adjusted by the National Geodetic Survey in June 1991..
 AF6634
 AF6634.The geoid height was determined by GEOID03.
 AF6634
 AF6634.The dynamic height is computed by dividing the NAVD 88
 AF6634.geopotential number by the normal gravity value computed on the
 AF6634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6634.degrees latitude (g = 980.6199 gals.).
 AF6634
 AF6634.The modeled gravity was interpolated from observed gravity values.
 AF6634
 AF6634;                    North         East    Units  Estimated Accuracy
 AF6634;SPC FL E     -   345,870.      270,620.      MT  (+/- 180 meters Scaled)
 AF6634
 AF6634                          SUPERSEDED SURVEY CONTROL
 AF6634
 AF6634  NGVD 29 (??/??/92)    2.806  (m)            9.21   (f) ADJ UNCH    2 1
 AF6634
 AF6634.Superseded values are not recommended for survey control.
 AF6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6634.See file dsdata.txt to determine how the superseded data were derived.
 AF6634
 AF6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL705368(NAD 83)
 AF6634_MARKER: DD = SURVEY DISK
 AF6634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6634_SP_SET: 4X4 PRECAST
 AF6634_STAMPING: 94 77 A24 RM NO 1
 AF6634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6634+STABILITY: SURFACE MOTION
 AF6634
 AF6634  HISTORY     - Date     Condition        Report By
 AF6634  HISTORY     - 1978     MONUMENTED       FLDT
 AF6634  HISTORY     - 1990     GOOD             USPSQD
 AF6634  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 AF6634
 AF6634                          STATION DESCRIPTION
 AF6634
 AF6634'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6634'2.9 MI SE FROM FORT PIERCE.
 AF6634'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6634'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 2.9 MILES TO THE
 AF6634'NORTH END OF A SMALL PARK ACROSS THE ROAD FROM THE WATER TANK. THE
 AF6634'MARK IS IN THE LINE OF POST FOR THE PARK BORDER AND BEARS 102 FEET
 AF6634'EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6634
 AF6634                          STATION RECOVERY (1990)
 AF6634
 AF6634'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6634'RECOVERED IN GOOD CONDITION.
 AF6634
 AF6634                          STATION RECOVERY (2003)
 AF6634
 AF6634'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6634'DESTROYED AS PART OF NEW HOUSING CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6636 ***********************************************************************
 AF6636  DESIGNATION -  94 77 A 24 RM 2 FLDT
 AF6636  PID         -  AF6636
 AF6636  STATE/COUNTY-  FL/ST LUCIE
 AF6636  USGS QUAD   -  FORT PIERCE (1983)
 AF6636
 AF6636                         *CURRENT SURVEY CONTROL
 AF6636  ___________________________________________________________________
 AF6636* NAD 83(1986)-  27 27 13.     (N)    080 17 08.     (W)     SCALED    
 AF6636* NAVD 88     -         2.475  (meters)       8.12   (feet)  ADJUSTED  
 AF6636  ___________________________________________________________________
 AF6636  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AF6636  DYNAMIC HT  -           2.471 (meters)       8.11  (feet)  COMP
 AF6636  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AF6636
 AF6636  VERT ORDER  -  SECOND    CLASS I
 AF6636
 AF6636.The horizontal coordinates were scaled from a topographic map and have
 AF6636.an estimated accuracy of +/- 6 seconds.
 AF6636
 AF6636.The orthometric height was determined by differential leveling
 AF6636.and adjusted by the National Geodetic Survey in June 1991..
 AF6636
 AF6636.The geoid height was determined by GEOID03.
 AF6636
 AF6636.The dynamic height is computed by dividing the NAVD 88
 AF6636.geopotential number by the normal gravity value computed on the
 AF6636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6636.degrees latitude (g = 980.6199 gals.).
 AF6636
 AF6636.The modeled gravity was interpolated from observed gravity values.
 AF6636
 AF6636;                    North         East    Units  Estimated Accuracy
 AF6636;SPC FL E     -   345,870.      270,620.      MT  (+/- 180 meters Scaled)
 AF6636
 AF6636                          SUPERSEDED SURVEY CONTROL
 AF6636
 AF6636  NGVD 29 (??/??/92)    2.933  (m)            9.62   (f) ADJ UNCH    2 1
 AF6636
 AF6636.Superseded values are not recommended for survey control.
 AF6636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6636.See file dsdata.txt to determine how the superseded data were derived.
 AF6636
 AF6636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL705368(NAD 83)
 AF6636_MARKER: DD = SURVEY DISK
 AF6636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6636_SP_SET: 4X4 PRECAST
 AF6636_STAMPING: 94 77 A24 RM NO 2
 AF6636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6636+STABILITY: SURFACE MOTION
 AF6636
 AF6636  HISTORY     - Date     Condition        Report By
 AF6636  HISTORY     - 1978     MONUMENTED       FLDT
 AF6636  HISTORY     - 1990     GOOD             USPSQD
 AF6636  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 AF6636
 AF6636                          STATION DESCRIPTION
 AF6636
 AF6636'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6636'2.9 MI SE FROM FORT PIERCE.
 AF6636'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER, IN
 AF6636'FORT PIERCE, GO SOUTHEASTERLY ON STATE ROAD A1A FOR 2.9 MILES TO THE
 AF6636'NORTH END OF A SMALL PARK ACROSS THE ROAD FROM THE WATER TANK. THE
 AF6636'MARK BEARS 109.5 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 92
 AF6636'FEET NORTH OF THE NORTH POSTLINE BORDER OF THE PARK AND 61.5 FEET
 AF6636'EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK.
 AF6636
 AF6636                          STATION RECOVERY (1990)
 AF6636
 AF6636'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6636'RECOVERED IN GOOD CONDITION.
 AF6636
 AF6636                          STATION RECOVERY (2003)
 AF6636
 AF6636'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6640 ***********************************************************************
 AF6640  DESIGNATION -  94 77 A 25 FLDT
 AF6640  PID         -  AF6640
 AF6640  STATE/COUNTY-  FL/ST LUCIE
 AF6640  USGS QUAD   -  FORT PIERCE (1983)
 AF6640
 AF6640                         *CURRENT SURVEY CONTROL
 AF6640  ___________________________________________________________________
 AF6640* NAD 83(1986)-  27 27 40.     (N)    080 17 18.     (W)     SCALED    
 AF6640* NAVD 88     -         2.876  (meters)       9.44   (feet)  ADJUSTED  
 AF6640  ___________________________________________________________________
 AF6640  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6640  DYNAMIC HT  -           2.871 (meters)       9.42  (feet)  COMP
 AF6640  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 AF6640
 AF6640  VERT ORDER  -  SECOND    CLASS I
 AF6640
 AF6640.The horizontal coordinates were scaled from a topographic map and have
 AF6640.an estimated accuracy of +/- 6 seconds.
 AF6640
 AF6640.The orthometric height was determined by differential leveling
 AF6640.and adjusted by the National Geodetic Survey in June 1991..
 AF6640
 AF6640.The geoid height was determined by GEOID03.
 AF6640
 AF6640.The dynamic height is computed by dividing the NAVD 88
 AF6640.geopotential number by the normal gravity value computed on the
 AF6640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6640.degrees latitude (g = 980.6199 gals.).
 AF6640
 AF6640.The modeled gravity was interpolated from observed gravity values.
 AF6640
 AF6640;                    North         East    Units  Estimated Accuracy
 AF6640;SPC FL E     -   346,700.      270,340.      MT  (+/- 180 meters Scaled)
 AF6640
 AF6640                          SUPERSEDED SURVEY CONTROL
 AF6640
 AF6640  NGVD 29 (??/??/92)    3.334  (m)           10.94   (f) ADJ UNCH    2 1
 AF6640
 AF6640.Superseded values are not recommended for survey control.
 AF6640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6640.See file dsdata.txt to determine how the superseded data were derived.
 AF6640
 AF6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL703377(NAD 83)
 AF6640_MARKER: DD = SURVEY DISK
 AF6640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6640_SP_SET: CONCRETE POST
 AF6640_STAMPING: 94 77 A25
 AF6640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6640+STABILITY: SURFACE MOTION
 AF6640
 AF6640  HISTORY     - Date     Condition        Report By
 AF6640  HISTORY     - 1978     MONUMENTED       FLDT
 AF6640  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF6640  HISTORY     - 20040617 GOOD             USPSQD
 AF6640
 AF6640                          STATION DESCRIPTION
 AF6640
 AF6640'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6640'2.4 MI EAST FROM FORT PIERCE.
 AF6640'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6640'FORT PIERCE, GGO EASTERLY ON STATE ROAD A1A FOR 1.8 MILES TO A POINT
 AF6640'WHERE STATE ROAD A1A TURNS SOUTH. CONTINUE SOUTHERLY ON STATE ROAD A1A
 AF6640'FOR 0.6 MILE TO THE NORTH END OF A PARK AREA. THE MARK BEARS 189 FEET
 AF6640'EAST OF THE CENTERLINE OF STATE ROAD A1A, 119 FEET NORTH NORTHEAST OF
 AF6640'THE NORTHEAST CORNER OF THE NORTH ENDOF THE WOODEN BOARDWALK FOR THE
 AF6640'BEACH, 41.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCO HOUSE,
 AF6640'9 FEET WEST OF THE EDGE OF THE SAND SLOPE TO THE BEACH, AND 6 FEET
 AF6640'SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE.
 AF6640'A DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6640'DEPARTMENT OF TRANSPORTATION.
 AF6640
 AF6640                          STATION RECOVERY (1990)
 AF6640
 AF6640'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6640'MARK NOT FOUND.
 AF6640
 AF6640                          STATION RECOVERY (2004)
 AF6640
 AF6640'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF6640'DGPS READING 27 27.669 N AND 80 17.309 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6639 ***********************************************************************
 AF6639  DESIGNATION -  94 77 A 25 RM 1 FLDT
 AF6639  PID         -  AF6639
 AF6639  STATE/COUNTY-  FL/ST LUCIE
 AF6639  USGS QUAD   -  FORT PIERCE (1983)
 AF6639
 AF6639                         *CURRENT SURVEY CONTROL
 AF6639  ___________________________________________________________________
 AF6639* NAD 83(1986)-  27 27 40.     (N)    080 17 18.     (W)     SCALED    
 AF6639* NAVD 88     -         2.861  (meters)       9.39   (feet)  ADJUSTED  
 AF6639  ___________________________________________________________________
 AF6639  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6639  DYNAMIC HT  -           2.856 (meters)       9.37  (feet)  COMP
 AF6639  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 AF6639
 AF6639  VERT ORDER  -  SECOND    CLASS I
 AF6639
 AF6639.The horizontal coordinates were scaled from a topographic map and have
 AF6639.an estimated accuracy of +/- 6 seconds.
 AF6639
 AF6639.The orthometric height was determined by differential leveling
 AF6639.and adjusted by the National Geodetic Survey in June 1991..
 AF6639
 AF6639.The geoid height was determined by GEOID03.
 AF6639
 AF6639.The dynamic height is computed by dividing the NAVD 88
 AF6639.geopotential number by the normal gravity value computed on the
 AF6639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6639.degrees latitude (g = 980.6199 gals.).
 AF6639
 AF6639.The modeled gravity was interpolated from observed gravity values.
 AF6639
 AF6639;                    North         East    Units  Estimated Accuracy
 AF6639;SPC FL E     -   346,700.      270,340.      MT  (+/- 180 meters Scaled)
 AF6639
 AF6639                          SUPERSEDED SURVEY CONTROL
 AF6639
 AF6639  NGVD 29 (??/??/92)    3.318  (m)           10.89   (f) ADJ UNCH    2 1
 AF6639
 AF6639.Superseded values are not recommended for survey control.
 AF6639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6639.See file dsdata.txt to determine how the superseded data were derived.
 AF6639
 AF6639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL703377(NAD 83)
 AF6639_MARKER: DD = SURVEY DISK
 AF6639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6639_SP_SET: 4X4 PRECAST
 AF6639_STAMPING: 94 77 A25 RM NO 1
 AF6639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6639+STABILITY: SURFACE MOTION
 AF6639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6639+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 AF6639
 AF6639  HISTORY     - Date     Condition        Report By
 AF6639  HISTORY     - 1978     MONUMENTED       FLDT
 AF6639  HISTORY     - 1990     GOOD             USPSQD
 AF6639  HISTORY     - 20031211 GOOD             USPSQD
 AF6639
 AF6639                          STATION DESCRIPTION
 AF6639
 AF6639'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6639'2.4 MI EAST FROM FORT PIERCE.
 AF6639'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6639'FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8 MILES TO A POINT
 AF6639'WHERE STATE ROAD A1A TURNS SOUTH. CONTINUE SOUTHERLY ON STATE ROAD A1A
 AF6639'FOR 0.6 MILE TO THE NORTH END OF A PARK AREA. THE MARK BEARS 148 FEET
 AF6639'EAST OF THE CENTERLINE OF STATE ROAD A1A, 75.4 FEET NORTH OF THE
 AF6639'NORTHEAST CORNER OF THE NORTH END OF THE WOODEN BOARDWALK FOR THE
 AF6639'BEACH, AND 71 FEET SOUTH OF THE SOUTHEAST CORNER OF A STUCCO HOUSE.
 AF6639
 AF6639                          STATION RECOVERY (1990)
 AF6639
 AF6639'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6639'RECOVERED IN GOOD CONDITION.
 AF6639
 AF6639                          STATION RECOVERY (2003)
 AF6639
 AF6639'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6639'GPS POSITION  27 27 661 N  080 17 304 W
 AF6639'MARK BURIED UNDER APPR 6 INCHES OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6641 ***********************************************************************
 AF6641  DESIGNATION -  94 77 A 25 RM 2 FLDT
 AF6641  PID         -  AF6641
 AF6641  STATE/COUNTY-  FL/ST LUCIE
 AF6641  USGS QUAD   -  FORT PIERCE (1983)
 AF6641
 AF6641                         *CURRENT SURVEY CONTROL
 AF6641  ___________________________________________________________________
 AF6641* NAD 83(1986)-  27 27 40.     (N)    080 17 18.     (W)     SCALED    
 AF6641* NAVD 88     -         2.501  (meters)       8.21   (feet)  ADJUSTED  
 AF6641  ___________________________________________________________________
 AF6641  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6641  DYNAMIC HT  -           2.498 (meters)       8.20  (feet)  COMP
 AF6641  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 AF6641
 AF6641  VERT ORDER  -  SECOND    CLASS I
 AF6641
 AF6641.The horizontal coordinates were scaled from a topographic map and have
 AF6641.an estimated accuracy of +/- 6 seconds.
 AF6641
 AF6641.The orthometric height was determined by differential leveling
 AF6641.and adjusted by the National Geodetic Survey in June 1991..
 AF6641
 AF6641.The geoid height was determined by GEOID03.
 AF6641
 AF6641.The dynamic height is computed by dividing the NAVD 88
 AF6641.geopotential number by the normal gravity value computed on the
 AF6641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6641.degrees latitude (g = 980.6199 gals.).
 AF6641
 AF6641.The modeled gravity was interpolated from observed gravity values.
 AF6641
 AF6641;                    North         East    Units  Estimated Accuracy
 AF6641;SPC FL E     -   346,700.      270,340.      MT  (+/- 180 meters Scaled)
 AF6641
 AF6641                          SUPERSEDED SURVEY CONTROL
 AF6641
 AF6641  NGVD 29 (??/??/92)    2.959  (m)            9.71   (f) ADJ UNCH    2 1
 AF6641
 AF6641.Superseded values are not recommended for survey control.
 AF6641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6641.See file dsdata.txt to determine how the superseded data were derived.
 AF6641
 AF6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL703377(NAD 83)
 AF6641_MARKER: DD = SURVEY DISK
 AF6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6641_SP_SET: 4X4 PRECAST
 AF6641_STAMPING: 94 77 A25 RM NO 2
 AF6641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6641+STABILITY: SURFACE MOTION
 AF6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6641+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 AF6641
 AF6641  HISTORY     - Date     Condition        Report By
 AF6641  HISTORY     - 1978     MONUMENTED       FLDT
 AF6641  HISTORY     - 1990     GOOD             USPSQD
 AF6641  HISTORY     - 20031211 GOOD             USPSQD
 AF6641
 AF6641                          STATION DESCRIPTION
 AF6641
 AF6641'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6641'2.4 MI EAST FROM FORT PIERCE.
 AF6641'BEGINNING AT THE EAST END OF THE SOUTH BRIDGE OVER INDIAN RIVER IN
 AF6641'FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8 MILES TO A POINT
 AF6641'WHERE STATE ROAD A1A TURNS SOUTH. CONTINUE SOUTHERLY ON STATE ROAD A1A
 AF6641'FOR 0.6 MILE TO THE NORTH END OF A PARK AREA. THE MARK BEARS 148 FEET
 AF6641'EAST OF THE CENTERLINE OF STATE ROAD A1A, 24.2 FEET SOUTHWEST OF THE
 AF6641'SOUTHWEST CORNER OF A STUCCO HOUSE, 17 FEET WEST SOUTHWEST OF AN
 AF6641'ALUMINUM STREET LIGHT POLE, AND 8.5 FEET SOUTHEAST OF A 16 INCH
 AF6641'AUSTRALIAN PINE TREE.
 AF6641
 AF6641                          STATION RECOVERY (1990)
 AF6641
 AF6641'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF6641'RECOVERED IN GOOD CONDITION.
 AF6641
 AF6641                          STATION RECOVERY (2003)
 AF6641
 AF6641'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6641'GPS POSITION  27 27 671 N  080 17 303 W
 AF6641'MARK BURIED UNDER APPR 4 INCHES OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6518 ***********************************************************************
 AF6518  DESIGNATION -  94 77 A 26 FLDT
 AF6518  PID         -  AF6518
 AF6518  STATE/COUNTY-  FL/ST LUCIE
 AF6518  USGS QUAD   -  FORT PIERCE (1983)
 AF6518
 AF6518                         *CURRENT SURVEY CONTROL
 AF6518  ___________________________________________________________________
 AF6518* NAD 83(1986)-  27 28 22.     (N)    080 17 37.     (W)     SCALED    
 AF6518* NAVD 88     -         2.421  (meters)       7.94   (feet)  ADJUSTED  
 AF6518  ___________________________________________________________________
 AF6518  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6518  DYNAMIC HT  -           2.418 (meters)       7.93  (feet)  COMP
 AF6518  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 AF6518
 AF6518  VERT ORDER  -  SECOND    CLASS I
 AF6518
 AF6518.The horizontal coordinates were scaled from a topographic map and have
 AF6518.an estimated accuracy of +/- 6 seconds.
 AF6518
 AF6518.The orthometric height was determined by differential leveling
 AF6518.and adjusted by the National Geodetic Survey in June 1991..
 AF6518
 AF6518.The geoid height was determined by GEOID03.
 AF6518
 AF6518.The dynamic height is computed by dividing the NAVD 88
 AF6518.geopotential number by the normal gravity value computed on the
 AF6518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6518.degrees latitude (g = 980.6199 gals.).
 AF6518
 AF6518.The modeled gravity was interpolated from observed gravity values.
 AF6518
 AF6518;                    North         East    Units  Estimated Accuracy
 AF6518;SPC FL E     -   347,990.      269,810.      MT  (+/- 180 meters Scaled)
 AF6518
 AF6518                          SUPERSEDED SURVEY CONTROL
 AF6518
 AF6518  NGVD 29 (??/??/92)    2.879  (m)            9.45   (f) ADJ UNCH    2 1
 AF6518
 AF6518.Superseded values are not recommended for survey control.
 AF6518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6518.See file dsdata.txt to determine how the superseded data were derived.
 AF6518
 AF6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL697390(NAD 83)
 AF6518_MARKER: DD = SURVEY DISK
 AF6518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6518_SP_SET: CONCRETE POST
 AF6518_STAMPING: 94 77 A26
 AF6518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6518+STABILITY: SURFACE MOTION
 AF6518
 AF6518  HISTORY     - Date     Condition        Report By
 AF6518  HISTORY     - 1978     MONUMENTED       FLDT
 AF6518
 AF6518                          STATION DESCRIPTION
 AF6518
 AF6518'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6518'2.7 MI EAST FROM FORT PIERCE.
 AF6518'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6518'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6518'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6518'ON ATLANTIC BEACH BOULEVARD FOR 0.7 MILE TO THE ENTRANCE TO FORT
 AF6518'PIERCE INLET STATE RECREATION AREA. CONTINUE SOUTHERLY INTO THE
 AF6518'RECREATION AREA FOR 0.2 MILE TO THE BARRACADE ON THE NORTH BANK OF
 AF6518'THE INLET. THE MARK BEARS 63 FEET NORTH OF THE WATERLINE OF INLET, 26
 AF6518'FEET EAST OF THE EAST EDGE OF THE PARKING AREA, AND 5.5 FEET SOUTH OF
 AF6518'THE SOUTHEAST CORNER OF THE WOODEN BARRACADE.
 AF6518'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6518'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6519 ***********************************************************************
 AF6519  DESIGNATION -  94 77 A 26 RM 1 FLDT
 AF6519  PID         -  AF6519
 AF6519  STATE/COUNTY-  FL/ST LUCIE
 AF6519  USGS QUAD   -  FORT PIERCE (1983)
 AF6519
 AF6519                         *CURRENT SURVEY CONTROL
 AF6519  ___________________________________________________________________
 AF6519* NAD 83(1986)-  27 28 22.     (N)    080 17 37.     (W)     SCALED    
 AF6519* NAVD 88     -         2.686  (meters)       8.81   (feet)  ADJUSTED  
 AF6519  ___________________________________________________________________
 AF6519  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6519  DYNAMIC HT  -           2.682 (meters)       8.80  (feet)  COMP
 AF6519  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 AF6519
 AF6519  VERT ORDER  -  SECOND    CLASS I
 AF6519
 AF6519.The horizontal coordinates were scaled from a topographic map and have
 AF6519.an estimated accuracy of +/- 6 seconds.
 AF6519
 AF6519.The orthometric height was determined by differential leveling
 AF6519.and adjusted by the National Geodetic Survey in June 1991..
 AF6519
 AF6519.The geoid height was determined by GEOID03.
 AF6519
 AF6519.The dynamic height is computed by dividing the NAVD 88
 AF6519.geopotential number by the normal gravity value computed on the
 AF6519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6519.degrees latitude (g = 980.6199 gals.).
 AF6519
 AF6519.The modeled gravity was interpolated from observed gravity values.
 AF6519
 AF6519;                    North         East    Units  Estimated Accuracy
 AF6519;SPC FL E     -   347,990.      269,810.      MT  (+/- 180 meters Scaled)
 AF6519
 AF6519                          SUPERSEDED SURVEY CONTROL
 AF6519
 AF6519.No superseded survey control is available for this station.
 AF6519
 AF6519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL697390(NAD 83)
 AF6519_MARKER: DD = SURVEY DISK
 AF6519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6519_SP_SET: 4Z4 PRECAST
 AF6519_STAMPING: 94 77 A26 RM NO 1
 AF6519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6519+STABILITY: SURFACE MOTION
 AF6519
 AF6519  HISTORY     - Date     Condition        Report By
 AF6519  HISTORY     - 1978     MONUMENTED       FLDT
 AF6519
 AF6519                          STATION DESCRIPTION
 AF6519
 AF6519'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6519'2.7 MI EAST FROM FORT PIERCE.
 AF6519'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6519'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6519'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6519'ON ATLANTIC BEACH BOULEVARD FOR 0.7 MILE TO THE ENTRANCE TO FORT
 AF6519'PIERCE INLET STATE RECREATION AREA. CONTINUE SOUTHERLY INTO THE
 AF6519'RECREATION AREA FOR 0.2 MILE TO THE BARRACADE ON THE NORTH BANK OF
 AF6519'THE INLET. THE MARK BEARS 56 FEET NORTHEAST OF THE SOUTHEAST CORNER
 AF6519'OF THE BARRACADE, AND 47 FEET EAST SOUTHEAST OF THE NORTH END OF THE
 AF6519'BARRACADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6517 ***********************************************************************
 AF6517  DESIGNATION -  94 77 A 26 RM 2 FLDT
 AF6517  PID         -  AF6517
 AF6517  STATE/COUNTY-  FL/ST LUCIE
 AF6517  USGS QUAD   -  FORT PIERCE (1983)
 AF6517
 AF6517                         *CURRENT SURVEY CONTROL
 AF6517  ___________________________________________________________________
 AF6517* NAD 83(1986)-  27 28 22.     (N)    080 17 37.     (W)     SCALED    
 AF6517* NAVD 88     -         1.698  (meters)       5.57   (feet)  ADJUSTED  
 AF6517  ___________________________________________________________________
 AF6517  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6517  DYNAMIC HT  -           1.695 (meters)       5.56  (feet)  COMP
 AF6517  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 AF6517
 AF6517  VERT ORDER  -  SECOND    CLASS I
 AF6517
 AF6517.The horizontal coordinates were scaled from a topographic map and have
 AF6517.an estimated accuracy of +/- 6 seconds.
 AF6517
 AF6517.The orthometric height was determined by differential leveling
 AF6517.and adjusted by the National Geodetic Survey in June 1991..
 AF6517
 AF6517.The geoid height was determined by GEOID03.
 AF6517
 AF6517.The dynamic height is computed by dividing the NAVD 88
 AF6517.geopotential number by the normal gravity value computed on the
 AF6517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6517.degrees latitude (g = 980.6199 gals.).
 AF6517
 AF6517.The modeled gravity was interpolated from observed gravity values.
 AF6517
 AF6517;                    North         East    Units  Estimated Accuracy
 AF6517;SPC FL E     -   347,990.      269,810.      MT  (+/- 180 meters Scaled)
 AF6517
 AF6517                          SUPERSEDED SURVEY CONTROL
 AF6517
 AF6517  NGVD 29 (??/??/92)    2.156  (m)            7.07   (f) ADJ UNCH    2 1
 AF6517
 AF6517.Superseded values are not recommended for survey control.
 AF6517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6517.See file dsdata.txt to determine how the superseded data were derived.
 AF6517
 AF6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL697390(NAD 83)
 AF6517_MARKER: DD = SURVEY DISK
 AF6517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6517_SP_SET: 4X4 PRECAST
 AF6517_STAMPING: 94 77 A26 RM NO 2
 AF6517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6517+STABILITY: SURFACE MOTION
 AF6517
 AF6517  HISTORY     - Date     Condition        Report By
 AF6517  HISTORY     - 1978     MONUMENTED       FLDT
 AF6517
 AF6517                          STATION DESCRIPTION
 AF6517
 AF6517'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6517'2.7 MI EAST FROM FORT PIERCE.
 AF6517'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6517'INDIAN RIVER, IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6517'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6517'ON ATLANTIC BEACH BOULEVARD FOR 0.7 MILE TO THE ENTRANCE TO FORT
 AF6517'PIERCE INLET STATE RECREATION AREA. CONTINUE SOUTHERLY INTO THE
 AF6517'RECREATION AREA FOR 0.2 MILE TO THE BARRACADE ON THE NORTH BANK OF
 AF6517'THE INLET. THE MARK BEARS 54 FEET SOUTHEAST OF A POWER POLE, 22 FEET
 AF6517'EAST OF A STREETLIGHT POLE, AND 9.5 FEET WEST SOUTHWEST OF A CONCRETE
 AF6517'GUARD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6521 ***********************************************************************
 AF6521  DESIGNATION -  94 77 A 27 FLDT
 AF6521  PID         -  AF6521
 AF6521  STATE/COUNTY-  FL/ST LUCIE
 AF6521  USGS QUAD   -  FORT PIERCE (1983)
 AF6521
 AF6521                         *CURRENT SURVEY CONTROL
 AF6521  ___________________________________________________________________
 AF6521* NAD 83(1986)-  27 28 43.     (N)    080 17 46.     (W)     SCALED    
 AF6521* NAVD 88     -         1.784  (meters)       5.85   (feet)  ADJUSTED  
 AF6521  ___________________________________________________________________
 AF6521  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6521  DYNAMIC HT  -           1.782 (meters)       5.85  (feet)  COMP
 AF6521  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 AF6521
 AF6521  VERT ORDER  -  SECOND    CLASS I
 AF6521
 AF6521.The horizontal coordinates were scaled from a topographic map and have
 AF6521.an estimated accuracy of +/- 6 seconds.
 AF6521
 AF6521.The orthometric height was determined by differential leveling
 AF6521.and adjusted by the National Geodetic Survey in June 1991..
 AF6521
 AF6521.The geoid height was determined by GEOID03.
 AF6521
 AF6521.The dynamic height is computed by dividing the NAVD 88
 AF6521.geopotential number by the normal gravity value computed on the
 AF6521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6521.degrees latitude (g = 980.6199 gals.).
 AF6521
 AF6521.The modeled gravity was interpolated from observed gravity values.
 AF6521
 AF6521;                    North         East    Units  Estimated Accuracy
 AF6521;SPC FL E     -   348,630.      269,560.      MT  (+/- 180 meters Scaled)
 AF6521
 AF6521                          SUPERSEDED SURVEY CONTROL
 AF6521
 AF6521  NGVD 29 (??/??/92)    2.242  (m)            7.36   (f) ADJ UNCH    2 1
 AF6521
 AF6521.Superseded values are not recommended for survey control.
 AF6521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6521.See file dsdata.txt to determine how the superseded data were derived.
 AF6521
 AF6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL695396(NAD 83)
 AF6521_MARKER: DD = SURVEY DISK
 AF6521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6521_SP_SET: CONCRETE POST
 AF6521_STAMPING: 94 77 A27
 AF6521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6521+STABILITY: SURFACE MOTION
 AF6521
 AF6521  HISTORY     - Date     Condition        Report By
 AF6521  HISTORY     - 1978     MONUMENTED       FLDT
 AF6521
 AF6521                          STATION DESCRIPTION
 AF6521
 AF6521'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6521'2.3 MI EAST FROM FORT PIERCE.
 AF6521'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6521'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6521'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6521'ON ATLANTIC BEACH BOULEVARD FOR 0.5 MILE. THE MARK BEARS 48 FEET
 AF6521'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 16.3 FEET NORTHEAST OF
 AF6521'THE CENTERLINE OF ATLANTIC BEACH BOULEVARD AND 8 FEET WEST SOUTHWEST
 AF6521'OF A PALM TREE.
 AF6521'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6521'DEPARTMENT OF TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6520 ***********************************************************************
 AF6520  DESIGNATION -  94 77 A 27 RM 1 FLDT
 AF6520  PID         -  AF6520
 AF6520  STATE/COUNTY-  FL/ST LUCIE
 AF6520  USGS QUAD   -  FORT PIERCE (1983)
 AF6520
 AF6520                         *CURRENT SURVEY CONTROL
 AF6520  ___________________________________________________________________
 AF6520* NAD 83(1986)-  27 28 43.     (N)    080 17 46.     (W)     SCALED    
 AF6520* NAVD 88     -         1.948  (meters)       6.39   (feet)  ADJUSTED  
 AF6520  ___________________________________________________________________
 AF6520  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6520  DYNAMIC HT  -           1.945 (meters)       6.38  (feet)  COMP
 AF6520  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 AF6520
 AF6520  VERT ORDER  -  SECOND    CLASS I
 AF6520
 AF6520.The horizontal coordinates were scaled from a topographic map and have
 AF6520.an estimated accuracy of +/- 6 seconds.
 AF6520
 AF6520.The orthometric height was determined by differential leveling
 AF6520.and adjusted by the National Geodetic Survey in June 1991..
 AF6520
 AF6520.The geoid height was determined by GEOID03.
 AF6520
 AF6520.The dynamic height is computed by dividing the NAVD 88
 AF6520.geopotential number by the normal gravity value computed on the
 AF6520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6520.degrees latitude (g = 980.6199 gals.).
 AF6520
 AF6520.The modeled gravity was interpolated from observed gravity values.
 AF6520
 AF6520;                    North         East    Units  Estimated Accuracy
 AF6520;SPC FL E     -   348,630.      269,560.      MT  (+/- 180 meters Scaled)
 AF6520
 AF6520                          SUPERSEDED SURVEY CONTROL
 AF6520
 AF6520  NGVD 29 (??/??/92)    2.405  (m)            7.89   (f) ADJ UNCH    2 1
 AF6520
 AF6520.Superseded values are not recommended for survey control.
 AF6520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6520.See file dsdata.txt to determine how the superseded data were derived.
 AF6520
 AF6520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL695396(NAD 83)
 AF6520_MARKER: DD = SURVEY DISK
 AF6520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6520_SP_SET: 4X4 PRECAST
 AF6520_STAMPING: 94 77 A27 RM NO 1
 AF6520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6520+STABILITY: SURFACE MOTION
 AF6520
 AF6520  HISTORY     - Date     Condition        Report By
 AF6520  HISTORY     - 1978     MONUMENTED       FLDT
 AF6520
 AF6520                          STATION DESCRIPTION
 AF6520
 AF6520'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6520'2.3 MI EAST FROM FORT PIERCE.
 AF6520'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6520'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6520'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6520'ON ATLANTIC BEACH BOULEVARD FOR 0.5 MILE. THE MARK BEARS 66.3 FEET
 AF6520'SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 46 FEET
 AF6520'SOUTH OF A PALM TREE, AND 13.3 FEET NORTHEAST OF THE CENTERLINE OF
 AF6520'ATLANTIC BEACH BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6522 ***********************************************************************
 AF6522  DESIGNATION -  94 77 A 27 RM 2 FLDT
 AF6522  PID         -  AF6522
 AF6522  STATE/COUNTY-  FL/ST LUCIE
 AF6522  USGS QUAD   -  FORT PIERCE (1983)
 AF6522
 AF6522                         *CURRENT SURVEY CONTROL
 AF6522  ___________________________________________________________________
 AF6522* NAD 83(1986)-  27 28 43.     (N)    080 17 46.     (W)     SCALED    
 AF6522* NAVD 88     -         1.772  (meters)       5.81   (feet)  ADJUSTED  
 AF6522  ___________________________________________________________________
 AF6522  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6522  DYNAMIC HT  -           1.770 (meters)       5.81  (feet)  COMP
 AF6522  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 AF6522
 AF6522  VERT ORDER  -  SECOND    CLASS I
 AF6522
 AF6522.The horizontal coordinates were scaled from a topographic map and have
 AF6522.an estimated accuracy of +/- 6 seconds.
 AF6522
 AF6522.The orthometric height was determined by differential leveling
 AF6522.and adjusted by the National Geodetic Survey in June 1991..
 AF6522
 AF6522.The geoid height was determined by GEOID03.
 AF6522
 AF6522.The dynamic height is computed by dividing the NAVD 88
 AF6522.geopotential number by the normal gravity value computed on the
 AF6522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6522.degrees latitude (g = 980.6199 gals.).
 AF6522
 AF6522.The modeled gravity was interpolated from observed gravity values.
 AF6522
 AF6522;                    North         East    Units  Estimated Accuracy
 AF6522;SPC FL E     -   348,630.      269,560.      MT  (+/- 180 meters Scaled)
 AF6522
 AF6522                          SUPERSEDED SURVEY CONTROL
 AF6522
 AF6522  NGVD 29 (??/??/92)    2.230  (m)            7.32   (f) ADJ UNCH    2 1
 AF6522
 AF6522.Superseded values are not recommended for survey control.
 AF6522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6522.See file dsdata.txt to determine how the superseded data were derived.
 AF6522
 AF6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL695396(NAD 83)
 AF6522_MARKER: DD = SURVEY DISK
 AF6522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6522_SP_SET: 4X4 PRECAST
 AF6522_STAMPING: 94 77 A27 RM NO 2
 AF6522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6522+STABILITY: SURFACE MOTION
 AF6522
 AF6522  HISTORY     - Date     Condition        Report By
 AF6522  HISTORY     - 1978     MONUMENTED       FLDT
 AF6522
 AF6522                          STATION DESCRIPTION
 AF6522
 AF6522'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6522'2.3 MI EAST FROM FORT PIERCE.
 AF6522'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6522'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6522'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6522'ON ATLANTIC BEACH BOULEVARD FOR 0.5 MILE. THE MARK BEARS 60 FEET
 AF6522'SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 14 FEET SOUTHEAST OF
 AF6522'THE CENTERLINE OF A CONCRETE DRIVEWAY, AND 13.3 FEET NORTHEAST OF THE
 AF6522'CENTERLINE OF ATLANTIC BEACH BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6524 ***********************************************************************
 AF6524  DESIGNATION -  94 77 A 28 FLDT
 AF6524  PID         -  AF6524
 AF6524  STATE/COUNTY-  FL/ST LUCIE
 AF6524  USGS QUAD   -  FORT PIERCE (1983)
 AF6524
 AF6524                         *CURRENT SURVEY CONTROL
 AF6524  ___________________________________________________________________
 AF6524* NAD 83(1986)-  27 29 00.     (N)    080 17 56.     (W)     SCALED    
 AF6524* NAVD 88     -         0.820  (meters)       2.69   (feet)  ADJUSTED  
 AF6524  ___________________________________________________________________
 AF6524  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6524  DYNAMIC HT  -           0.819 (meters)       2.69  (feet)  COMP
 AF6524  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 AF6524
 AF6524  VERT ORDER  -  SECOND    CLASS I
 AF6524
 AF6524.The horizontal coordinates were scaled from a topographic map and have
 AF6524.an estimated accuracy of +/- 6 seconds.
 AF6524
 AF6524.The orthometric height was determined by differential leveling
 AF6524.and adjusted by the National Geodetic Survey in June 1991..
 AF6524
 AF6524.The geoid height was determined by GEOID03.
 AF6524
 AF6524.The dynamic height is computed by dividing the NAVD 88
 AF6524.geopotential number by the normal gravity value computed on the
 AF6524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6524.degrees latitude (g = 980.6199 gals.).
 AF6524
 AF6524.The modeled gravity was interpolated from observed gravity values.
 AF6524
 AF6524;                    North         East    Units  Estimated Accuracy
 AF6524;SPC FL E     -   349,150.      269,290.      MT  (+/- 180 meters Scaled)
 AF6524
 AF6524                          SUPERSEDED SURVEY CONTROL
 AF6524
 AF6524  NGVD 29 (??/??/92)    1.278  (m)            4.19   (f) ADJ UNCH    2 1
 AF6524
 AF6524.Superseded values are not recommended for survey control.
 AF6524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6524.See file dsdata.txt to determine how the superseded data were derived.
 AF6524
 AF6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL692401(NAD 83)
 AF6524_MARKER: DD = SURVEY DISK
 AF6524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6524_SP_SET: CONCRETE POST
 AF6524_STAMPING: 94 77 A28
 AF6524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6524+STABILITY: SURFACE MOTION
 AF6524
 AF6524  HISTORY     - Date     Condition        Report By
 AF6524  HISTORY     - 1978     MONUMENTED       FLDT
 AF6524  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AF6524
 AF6524                          STATION DESCRIPTION
 AF6524
 AF6524'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6524'1.9 MI EAST FROM FORT PIERCE.
 AF6524'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6524'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6524'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6524'ON ATLANTIC BEACH BOULEVARD FOR 0.1 MILE. THE MARK BEARS 87 FEET
 AF6524'SOUTH OF THE CENTERLINE OF SEMINOLE BOULEVARD, 66.3 FEET SOUTH OF A
 AF6524'FIRE HYDRANT, AND 19 FEET WEST OF THE CENTERLINE OF ATLANTIC BEACH
 AF6524'BOULEVARD.
 AF6524'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6524'DEPARTMENT OF TRANSPORTATION.
 AF6524
 AF6524                          STATION RECOVERY (2002)
 AF6524
 AF6524'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6524'NEW DEVELOPED HOUSING AREA. MARK MOST LIKELY COVERED OVER.
 AF6524'POSITION WAS VERIFIED BY DGPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6523 ***********************************************************************
 AF6523  DESIGNATION -  94 77 A 28 RM 1 FLDT
 AF6523  PID         -  AF6523
 AF6523  STATE/COUNTY-  FL/ST LUCIE
 AF6523  USGS QUAD   -  FORT PIERCE (1983)
 AF6523
 AF6523                         *CURRENT SURVEY CONTROL
 AF6523  ___________________________________________________________________
 AF6523* NAD 83(1986)-  27 29 00.     (N)    080 17 56.     (W)     SCALED    
 AF6523* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 AF6523  ___________________________________________________________________
 AF6523  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6523  DYNAMIC HT  -           1.044 (meters)       3.43  (feet)  COMP
 AF6523  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 AF6523
 AF6523  VERT ORDER  -  SECOND    CLASS I
 AF6523
 AF6523.The horizontal coordinates were scaled from a topographic map and have
 AF6523.an estimated accuracy of +/- 6 seconds.
 AF6523
 AF6523.The orthometric height was determined by differential leveling
 AF6523.and adjusted by the National Geodetic Survey in June 1991..
 AF6523
 AF6523.The geoid height was determined by GEOID03.
 AF6523
 AF6523.The dynamic height is computed by dividing the NAVD 88
 AF6523.geopotential number by the normal gravity value computed on the
 AF6523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6523.degrees latitude (g = 980.6199 gals.).
 AF6523
 AF6523.The modeled gravity was interpolated from observed gravity values.
 AF6523
 AF6523;                    North         East    Units  Estimated Accuracy
 AF6523;SPC FL E     -   349,150.      269,290.      MT  (+/- 180 meters Scaled)
 AF6523
 AF6523                          SUPERSEDED SURVEY CONTROL
 AF6523
 AF6523  NGVD 29 (??/??/92)    1.504  (m)            4.93   (f) ADJ UNCH    2 1
 AF6523
 AF6523.Superseded values are not recommended for survey control.
 AF6523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6523.See file dsdata.txt to determine how the superseded data were derived.
 AF6523
 AF6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL692401(NAD 83)
 AF6523_MARKER: DD = SURVEY DISK
 AF6523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6523_SP_SET: 4X4 PRECAST
 AF6523_STAMPING: 94 77 A28 RM NO 1
 AF6523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6523+STABILITY: SURFACE MOTION
 AF6523
 AF6523  HISTORY     - Date     Condition        Report By
 AF6523  HISTORY     - 1978     MONUMENTED       FLDT
 AF6523  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AF6523
 AF6523                          STATION DESCRIPTION
 AF6523
 AF6523'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6523'1.9 MI EAST FROM FORT PIERCE.
 AF6523'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6523'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6523'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6523'ON ATLANTIC BEACH BOULEVARD FOR 0.1 MILE. THE MARK BEARS 23 FEET WEST
 AF6523'OF THE CENTERLINE OF ATLANTIC BEACH BOULEVARD, AND 9 FEET NORTHEAST
 AF6523'OF A PALM TREE.
 AF6523
 AF6523                          STATION RECOVERY (2002)
 AF6523
 AF6523'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6523'NEW DEVELOPED HOUSING AREA. MARK MOST LIKELY COVERED OVER.
 AF6523'POSITION WAS VERIFIED BY DGPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6525 ***********************************************************************
 AF6525  DESIGNATION -  94 77 A 28 RM 2 FLDT
 AF6525  PID         -  AF6525
 AF6525  STATE/COUNTY-  FL/ST LUCIE
 AF6525  USGS QUAD   -  FORT PIERCE (1983)
 AF6525
 AF6525                         *CURRENT SURVEY CONTROL
 AF6525  ___________________________________________________________________
 AF6525* NAD 83(1986)-  27 29 00.     (N)    080 17 56.     (W)     SCALED    
 AF6525* NAVD 88     -         0.903  (meters)       2.96   (feet)  ADJUSTED  
 AF6525  ___________________________________________________________________
 AF6525  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AF6525  DYNAMIC HT  -           0.901 (meters)       2.96  (feet)  COMP
 AF6525  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 AF6525
 AF6525  VERT ORDER  -  SECOND    CLASS I
 AF6525
 AF6525.The horizontal coordinates were scaled from a topographic map and have
 AF6525.an estimated accuracy of +/- 6 seconds.
 AF6525
 AF6525.The orthometric height was determined by differential leveling
 AF6525.and adjusted by the National Geodetic Survey in June 1991..
 AF6525
 AF6525.The geoid height was determined by GEOID03.
 AF6525
 AF6525.The dynamic height is computed by dividing the NAVD 88
 AF6525.geopotential number by the normal gravity value computed on the
 AF6525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6525.degrees latitude (g = 980.6199 gals.).
 AF6525
 AF6525.The modeled gravity was interpolated from observed gravity values.
 AF6525
 AF6525;                    North         East    Units  Estimated Accuracy
 AF6525;SPC FL E     -   349,150.      269,290.      MT  (+/- 180 meters Scaled)
 AF6525
 AF6525                          SUPERSEDED SURVEY CONTROL
 AF6525
 AF6525  NGVD 29 (??/??/92)    1.361  (m)            4.47   (f) ADJ UNCH    2 1
 AF6525
 AF6525.Superseded values are not recommended for survey control.
 AF6525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6525.See file dsdata.txt to determine how the superseded data were derived.
 AF6525
 AF6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL692401(NAD 83)
 AF6525_MARKER: DD = SURVEY DISK
 AF6525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6525_SP_SET: 4X4 PRECAST
 AF6525_STAMPING: 94 77 A28 RM NO 2
 AF6525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6525+STABILITY: SURFACE MOTION
 AF6525
 AF6525  HISTORY     - Date     Condition        Report By
 AF6525  HISTORY     - 1978     MONUMENTED       FLDT
 AF6525  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AF6525
 AF6525                          STATION DESCRIPTION
 AF6525
 AF6525'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6525'1.9 MI EAST FROM FORT PIERCE.
 AF6525'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6525'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6525'MILES TO THE INTERSECTION OF ATLANTIC BEACH BOULEVARD. GO SOUTHERLY
 AF6525'ON ATLANTIC BEACH BOULEVARD FOR 0.1 MILE. THE MARK BEARS 34 FEET WEST
 AF6525'OF THE CENTERLINE OF ATLANTIC BEACH BOULEVARD, 18.2 FEET WEST
 AF6525'NORTHWEST OF A FIRE HYDRANT, AND 14 FEET SOUTH OF THE CENTERLINE OF
 AF6525'SEMINOLE BOULEVARD.
 AF6525
 AF6525                          STATION RECOVERY (2002)
 AF6525
 AF6525'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF6525'NEW DEVELOPED HOUSING AREA. MARK MOST LIKELY COVERED OVER.
 AF6525'POSITION WAS VERIFIED BY DGPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6527 ***********************************************************************
 AF6527  DESIGNATION -  94 77 A 29
 AF6527  PID         -  AF6527
 AF6527  STATE/COUNTY-  FL/ST LUCIE
 AF6527  USGS QUAD   -  FORT PIERCE (1983)
 AF6527
 AF6527                         *CURRENT SURVEY CONTROL
 AF6527  ___________________________________________________________________
 AF6527* NAD 83(1999)-  27 29 21.09348(N)    080 17 56.52122(W)     ADJUSTED  
 AF6527* NAVD 88     -         1.871  (meters)       6.14   (feet)  ADJUSTED  
 AF6527  ___________________________________________________________________
 AF6527  X           -     954,089.152 (meters)                     COMP
 AF6527  Y           -  -5,581,084.667 (meters)                     COMP
 AF6527  Z           -   2,926,396.040 (meters)                     COMP
 AF6527  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AF6527  ELLIP HEIGHT-         -25.85  (meters)          (06/19/01) GPS OBS
 AF6527  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6527  DYNAMIC HT  -           1.868 (meters)       6.13  (feet)  COMP
 AF6527  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AF6527
 AF6527  HORZ ORDER  -  FIRST
 AF6527  VERT ORDER  -  SECOND    CLASS I
 AF6527  ELLP ORDER  -  FOURTH    CLASS I
 AF6527
 AF6527.The horizontal coordinates were established by GPS observations
 AF6527.and adjusted by the National Geodetic Survey in June 2001..
 AF6527
 AF6527.The orthometric height was determined by differential leveling
 AF6527.and adjusted by the National Geodetic Survey in June 1991..
 AF6527.WARNING-GPS observations at this control monument resulted in a GPS
 AF6527.derived orthometric height which differed from the leveled height by
 AF6527.more than one decimeter (0.1 meter).
 AF6527
 AF6527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6527
 AF6527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6527
 AF6527.The ellipsoidal height was determined by GPS observations
 AF6527.and is referenced to NAD 83.
 AF6527
 AF6527.The geoid height was determined by GEOID03.
 AF6527
 AF6527.The dynamic height is computed by dividing the NAVD 88
 AF6527.geopotential number by the normal gravity value computed on the
 AF6527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6527.degrees latitude (g = 980.6199 gals.).
 AF6527
 AF6527.The modeled gravity was interpolated from observed gravity values.
 AF6527
 AF6527;                    North         East     Units Scale Factor Converg.
 AF6527;SPC FL E     -   349,802.605   269,267.669   MT  1.00000038   +0 19 24.8
 AF6527;SPC FL E     - 1,147,644.05    883,422.34   sFT  1.00000038   +0 19 24.8
 AF6527;UTM  17      - 3,040,815.235   569,244.036   MT  0.99965918   +0 19 24.8
 AF6527
 AF6527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6527!SPC FL E     -   1.00000406  x   1.00000038  =   1.00000444
 AF6527!UTM  17      -   1.00000406  x   0.99965918  =   0.99966324
 AF6527
 AF6527                          SUPERSEDED SURVEY CONTROL
 AF6527
 AF6527  NAD 83(1990)-  27 29 21.09248(N)    080 17 56.52025(W) AD(       ) 1
 AF6527  ELLIP H (06/21/95)  -25.80   (m)                       GP(       ) 3 2
 AF6527  NGVD 29 (??/??/92)    2.327  (m)            7.63   (f) ADJ UNCH    2 1
 AF6527
 AF6527.Superseded values are not recommended for survey control.
 AF6527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6527.See file dsdata.txt to determine how the superseded data were derived.
 AF6527
 AF6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6924440815(NAD 83)
 AF6527_MARKER: DD = SURVEY DISK
 AF6527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6527_SP_SET: CONCRETE POST
 AF6527_STAMPING: 94 77 A29
 AF6527_MARK LOGO: FLDNR 
 AF6527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6527+STABILITY: SURFACE MOTION
 AF6527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6527+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1993
 AF6527
 AF6527  HISTORY     - Date     Condition        Report By
 AF6527  HISTORY     - 1978     MONUMENTED       FLDT
 AF6527  HISTORY     - 19931027 GOOD             GCYI
 AF6527  HISTORY     - 20020512 MARK NOT FOUND   USPSQD
 AF6527
 AF6527                          STATION DESCRIPTION
 AF6527
 AF6527'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6527'2.1 MI NE FROM FORT PIERCE.
 AF6527'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6527'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6527'MILES TO THE POINT WHERE STATE ROAD A1A TURNS NORTH. CONTINUE
 AF6527'NORTHERLY ON STATE ROAD A1A FOR 0.3 MILE TO THE ENTRANCE TO TREASURE
 AF6527'ISLAND BEACH AND TENNIS CLUB. THE MARK BEARS 47.6 FEET SOUTH OF THE
 AF6527'CENTERLINE OF THE ENTRANCE DRIVE, 33.6 FEET EAST OF THE CENTERLINE OF
 AF6527'STATE ROAD A1A, AND 22.8 FEET SOUTHWEST OF A CONCRETE POWER POLE.
 AF6527'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6527'DEPARTMENT OF TRANSPORTATION.
 AF6527
 AF6527                          STATION RECOVERY (1993)
 AF6527
 AF6527'RECOVERY NOTE BY G.C.Y., INCORPORATED 1993
 AF6527'RECOVERED AS DESCRIBED.
 AF6527'
 AF6527'BEGIN AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER THE
 AF6527'INDIAN RIVER IN FT. PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8 MI
 AF6527'(2.90 KM) TO A POINT WHERE STATE ROAD A1A TURNS NORTH.  CONTINUE
 AF6527'NORTHERLY ON STATE ROAD A1A FOR APPROXIMATELY 0.3 MI (0.48 KM)  THE
 AF6527'STATION IS APPROXIMATELY 33.6 FT (10.24 M) EAST OF THE CENTERLINE OF
 AF6527'STATE ROAD A1A AND APPROXIMATELY 47 FT (14.33 M) SOUTH OF THE
 AF6527'CENTERLINE OF AN ASPHALT ENTRANCE AND HAVING A WITNESS POST 5 FT (1.52
 AF6527'M) EAST OF SAID STATION.
 AF6527'
 AF6527'SET P.K. NAIL AND DISK, GCY LB4108, IN ASPHALT WITH A MAGNETIC AZIMUTH
 AF6527'OF 321 DEGREES, 29 MINUTES, A DISTANCE OF 23.35 FT (7.12 M) .  SET
 AF6527'P.K. NAIL AND DISK, GCY LB4108, IN ASPHALT WITH A MAGNETIC AZIMUTH OF
 AF6527'247 DEGREES, 23 MINUTES, A DISTANCE OF 18.83 FT (5.74 M) .  SET P.K.
 AF6527'NAIL AND DISK, GCY LB4108, IN ASPHALT WITH A MAGNETIC AZIMUTH OF 188
 AF6527'DEGREES, A DISTANCE OF 38.48 FT (11.73 M) .
 AF6527
 AF6527                          STATION RECOVERY (2002)
 AF6527
 AF6527'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6527'TREASURE ISLAND BEACH AND TENNIS CLUB IS NOT THERE ANYMORE.
 AF6527'REPLACED BY CONDOMINIUM COMPLEX NEW ATRIUM ON THE OCEAN II.
 AF6527'DGPS POSITION AT THE ENTRANCE 27 29 374 N AND 80 17 949 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6528 ***********************************************************************
 AF6528  DESIGNATION -  94 77 A 29 RM 1 FLDT
 AF6528  PID         -  AF6528
 AF6528  STATE/COUNTY-  FL/ST LUCIE
 AF6528  USGS QUAD   -  FORT PIERCE (1983)
 AF6528
 AF6528                         *CURRENT SURVEY CONTROL
 AF6528  ___________________________________________________________________
 AF6528* NAD 83(1986)-  27 29 21.     (N)    080 17 56.     (W)     SCALED    
 AF6528* NAVD 88     -         2.096  (meters)       6.88   (feet)  ADJUSTED  
 AF6528  ___________________________________________________________________
 AF6528  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6528  DYNAMIC HT  -           2.093 (meters)       6.87  (feet)  COMP
 AF6528  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AF6528
 AF6528  VERT ORDER  -  SECOND    CLASS I
 AF6528
 AF6528.The horizontal coordinates were scaled from a topographic map and have
 AF6528.an estimated accuracy of +/- 6 seconds.
 AF6528
 AF6528.The orthometric height was determined by differential leveling
 AF6528.and adjusted by the National Geodetic Survey in June 1991..
 AF6528
 AF6528.The geoid height was determined by GEOID03.
 AF6528
 AF6528.The dynamic height is computed by dividing the NAVD 88
 AF6528.geopotential number by the normal gravity value computed on the
 AF6528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6528.degrees latitude (g = 980.6199 gals.).
 AF6528
 AF6528.The modeled gravity was interpolated from observed gravity values.
 AF6528
 AF6528;                    North         East    Units  Estimated Accuracy
 AF6528;SPC FL E     -   349,800.      269,280.      MT  (+/- 180 meters Scaled)
 AF6528
 AF6528                          SUPERSEDED SURVEY CONTROL
 AF6528
 AF6528  NGVD 29 (??/??/92)    2.553  (m)            8.38   (f) ADJ UNCH    2 1
 AF6528
 AF6528.Superseded values are not recommended for survey control.
 AF6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6528.See file dsdata.txt to determine how the superseded data were derived.
 AF6528
 AF6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL692408(NAD 83)
 AF6528_MARKER: DD = SURVEY DISK
 AF6528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6528_SP_SET: 4X4 PRECAST
 AF6528_STAMPING: 94 77 A29 RM NO 1
 AF6528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6528+STABILITY: SURFACE MOTION
 AF6528
 AF6528  HISTORY     - Date     Condition        Report By
 AF6528  HISTORY     - 1978     MONUMENTED       FLDT
 AF6528  HISTORY     - 20020512 MARK NOT FOUND   USPSQD
 AF6528
 AF6528                          STATION DESCRIPTION
 AF6528
 AF6528'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6528'2.1 MI NE FROM FORT PIERCE.
 AF6528'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6528'INDIAN RIVER IN FORT PIERCE. GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6528'NORTHERLY ON STATE ROAD A1A FOR 0.3 MILE TO THE ENTRANCE TO TREASURE
 AF6528'ISLAND BEACH AND TENNIS CLUB.  THE MOCK BEARS 70 FEET EAST OF THE
 AF6528'CENTERLINE OF STATE ROAD A1A, 24.8 FEET NORTHEAST OF A CONCRETE POWER
 AF6528'POLE AND 1.1 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE DRIVE.
 AF6528
 AF6528                          STATION RECOVERY (2002)
 AF6528
 AF6528'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6528'TREASURE ISLAND BEACH AND TENNIS CLUB IS NOT THERE ANYMORE.
 AF6528'REPLACED BY CONDOMINIUM COMPLEX NEW ATRIUM ON THE OCEAN II.
 AF6528'DGPS POSITION AT THE ENTRANCE 27 29 374 N AND 80 17 949 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6526 ***********************************************************************
 AF6526  DESIGNATION -  94 77 A 29 RM 2 FLDT
 AF6526  PID         -  AF6526
 AF6526  STATE/COUNTY-  FL/ST LUCIE
 AF6526  USGS QUAD   -  FORT PIERCE (1983)
 AF6526
 AF6526                         *CURRENT SURVEY CONTROL
 AF6526  ___________________________________________________________________
 AF6526* NAD 83(1986)-  27 29 21.     (N)    080 17 56.     (W)     SCALED    
 AF6526* NAVD 88     -         2.094  (meters)       6.87   (feet)  ADJUSTED  
 AF6526  ___________________________________________________________________
 AF6526  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6526  DYNAMIC HT  -           2.091 (meters)       6.86  (feet)  COMP
 AF6526  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AF6526
 AF6526  VERT ORDER  -  SECOND    CLASS I
 AF6526
 AF6526.The horizontal coordinates were scaled from a topographic map and have
 AF6526.an estimated accuracy of +/- 6 seconds.
 AF6526
 AF6526.The orthometric height was determined by differential leveling
 AF6526.and adjusted by the National Geodetic Survey in June 1991..
 AF6526
 AF6526.The geoid height was determined by GEOID03.
 AF6526
 AF6526.The dynamic height is computed by dividing the NAVD 88
 AF6526.geopotential number by the normal gravity value computed on the
 AF6526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6526.degrees latitude (g = 980.6199 gals.).
 AF6526
 AF6526.The modeled gravity was interpolated from observed gravity values.
 AF6526
 AF6526;                    North         East    Units  Estimated Accuracy
 AF6526;SPC FL E     -   349,800.      269,280.      MT  (+/- 180 meters Scaled)
 AF6526
 AF6526                          SUPERSEDED SURVEY CONTROL
 AF6526
 AF6526  NGVD 29 (??/??/92)    2.550  (m)            8.37   (f) ADJ UNCH    2 1
 AF6526
 AF6526.Superseded values are not recommended for survey control.
 AF6526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6526.See file dsdata.txt to determine how the superseded data were derived.
 AF6526
 AF6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL692408(NAD 83)
 AF6526_MARKER: DD = SURVEY DISK
 AF6526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6526_SP_SET: 4X4 PRECAST
 AF6526_STAMPING: 94 77 A29 RM NO 2
 AF6526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6526+STABILITY: SURFACE MOTION
 AF6526
 AF6526  HISTORY     - Date     Condition        Report By
 AF6526  HISTORY     - 1978     MONUMENTED       FLDT
 AF6526  HISTORY     - 20020512 MARK NOT FOUND   USPSQD
 AF6526
 AF6526                          STATION DESCRIPTION
 AF6526
 AF6526'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6526'2.1 MI NE FROM FORT PIERCE.
 AF6526'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6526'INDIAN RIVER IN FORT PIERCE, GO EASTERLY ON STATE ROAD A1A FOR 1.8
 AF6526'MILES TO THE POINT WHERE STATE ROAD A1A TURNS NORTH. CONTINUE
 AF6526'NORTHERLY ON STATE ROAD A1A FOR 0.3 MILE TO THE ENTRANCE TO TREASURE
 AF6526'ISLAND BEACH AND TENNIS CLUB. THE MARK BEARS 26 FEET EAST OF THE
 AF6526'CENTERLINE OF STATE ROAD A1A, AND 22.7 FEET SOUTHWEST OF A TELEPHONE
 AF6526'JUNCTION BOX.
 AF6526
 AF6526                          STATION RECOVERY (2002)
 AF6526
 AF6526'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6526'TREASURE ISLAND BEACH AND TENNIS CLUB IS NOT THERE ANYMORE.
 AF6526'REPLACED BY CONDOMINIUM COMPLEX NEW ATRIUM ON THE OCEAN II.
 AF6526'DGPS POSITION AT THE ENTRANCE 27 29 374 N AND 80 17 949 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6530 ***********************************************************************
 AF6530  DESIGNATION -  94 77 A 30 FLDT
 AF6530  PID         -  AF6530
 AF6530  STATE/COUNTY-  FL/ST LUCIE
 AF6530  USGS QUAD   -  FORT PIERCE (1983)
 AF6530
 AF6530                         *CURRENT SURVEY CONTROL
 AF6530  ___________________________________________________________________
 AF6530* NAD 83(1986)-  27 29 45.     (N)    080 18 03.     (W)     SCALED    
 AF6530* NAVD 88     -         1.589  (meters)       5.21   (feet)  ADJUSTED  
 AF6530  ___________________________________________________________________
 AF6530  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6530  DYNAMIC HT  -           1.587 (meters)       5.21  (feet)  COMP
 AF6530  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AF6530
 AF6530  VERT ORDER  -  SECOND    CLASS I
 AF6530
 AF6530.The horizontal coordinates were scaled from a topographic map and have
 AF6530.an estimated accuracy of +/- 6 seconds.
 AF6530
 AF6530.The orthometric height was determined by differential leveling
 AF6530.and adjusted by the National Geodetic Survey in June 1991..
 AF6530
 AF6530.The geoid height was determined by GEOID03.
 AF6530
 AF6530.The dynamic height is computed by dividing the NAVD 88
 AF6530.geopotential number by the normal gravity value computed on the
 AF6530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6530.degrees latitude (g = 980.6199 gals.).
 AF6530
 AF6530.The modeled gravity was interpolated from observed gravity values.
 AF6530
 AF6530;                    North         East    Units  Estimated Accuracy
 AF6530;SPC FL E     -   350,540.      269,090.      MT  (+/- 180 meters Scaled)
 AF6530
 AF6530                          SUPERSEDED SURVEY CONTROL
 AF6530
 AF6530  NGVD 29 (??/??/92)    2.043  (m)            6.70   (f) ADJ UNCH    2 1
 AF6530
 AF6530.Superseded values are not recommended for survey control.
 AF6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6530.See file dsdata.txt to determine how the superseded data were derived.
 AF6530
 AF6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL690415(NAD 83)
 AF6530_MARKER: DD = SURVEY DISK
 AF6530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6530_SP_SET: CONCRETE POST
 AF6530_STAMPING: 94 77 A30
 AF6530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6530+STABILITY: SURFACE MOTION
 AF6530
 AF6530  HISTORY     - Date     Condition        Report By
 AF6530  HISTORY     - 1978     MONUMENTED       FLDT
 AF6530  HISTORY     - 20020512 MARK NOT FOUND   USPSQD
 AF6530
 AF6530                          STATION DESCRIPTION
 AF6530
 AF6530'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6530'2.6 MI NE FROM FORT PIERCE.
 AF6530'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6530'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6530'2.6 MILES TO THE ENTRANCE TO A PARK AND MUSEUM. THE MARK BEARS 115
 AF6530'FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, 30 FEET EAST OF
 AF6530'THE CENTERLINE OF STATE ROAD A1A AND 11 FEET NORTHEAST OF AN
 AF6530'UNDERGROUND CABLE MARKER POST.
 AF6530'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6530'DEPARTMENT OF TRANSPORTATION.
 AF6530
 AF6530                          STATION RECOVERY (2002)
 AF6530
 AF6530'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6531 ***********************************************************************
 AF6531  DESIGNATION -  94 77 A 30 RM 1 FLDT
 AF6531  PID         -  AF6531
 AF6531  STATE/COUNTY-  FL/ST LUCIE
 AF6531  USGS QUAD   -  FORT PIERCE (1983)
 AF6531
 AF6531                         *CURRENT SURVEY CONTROL
 AF6531  ___________________________________________________________________
 AF6531* NAD 83(1986)-  27 29 45.     (N)    080 18 03.     (W)     SCALED    
 AF6531* NAVD 88     -         1.790  (meters)       5.87   (feet)  ADJUSTED  
 AF6531  ___________________________________________________________________
 AF6531  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6531  DYNAMIC HT  -           1.787 (meters)       5.86  (feet)  COMP
 AF6531  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AF6531
 AF6531  VERT ORDER  -  SECOND    CLASS I
 AF6531
 AF6531.The horizontal coordinates were scaled from a topographic map and have
 AF6531.an estimated accuracy of +/- 6 seconds.
 AF6531
 AF6531.The orthometric height was determined by differential leveling
 AF6531.and adjusted by the National Geodetic Survey in June 1991..
 AF6531
 AF6531.The geoid height was determined by GEOID03.
 AF6531
 AF6531.The dynamic height is computed by dividing the NAVD 88
 AF6531.geopotential number by the normal gravity value computed on the
 AF6531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6531.degrees latitude (g = 980.6199 gals.).
 AF6531
 AF6531.The modeled gravity was interpolated from observed gravity values.
 AF6531
 AF6531;                    North         East    Units  Estimated Accuracy
 AF6531;SPC FL E     -   350,540.      269,090.      MT  (+/- 180 meters Scaled)
 AF6531
 AF6531                          SUPERSEDED SURVEY CONTROL
 AF6531
 AF6531  NGVD 29 (??/??/92)    2.244  (m)            7.36   (f) ADJ UNCH    2 1
 AF6531
 AF6531.Superseded values are not recommended for survey control.
 AF6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6531.See file dsdata.txt to determine how the superseded data were derived.
 AF6531
 AF6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL690415(NAD 83)
 AF6531_MARKER: DD = SURVEY DISK
 AF6531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6531_SP_SET: 4X4 PRECAST
 AF6531_STAMPING: 94 77 A30 RM NO 1
 AF6531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6531+STABILITY: SURFACE MOTION
 AF6531
 AF6531  HISTORY     - Date     Condition        Report By
 AF6531  HISTORY     - 1978     MONUMENTED       FLDT
 AF6531  HISTORY     - 20020512 MARK NOT FOUND   USPSQD
 AF6531
 AF6531                          STATION DESCRIPTION
 AF6531
 AF6531'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6531'2.6 MI NE FROM FORT PIERCE.
 AF6531'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6531'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6531'2.6 MILES TO THE ENTRANCE TO A PARK/MUSEUM. THE MARK BEARS 61.4 FEET
 AF6531'SOUTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, 43.2 FEET EAST OF THE
 AF6531'CENTERLINE OF STATE ROAD A1A, AND 33.5 FEET SOUTH OF A POWER POLE.
 AF6531
 AF6531                          STATION RECOVERY (2002)
 AF6531
 AF6531'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6529 ***********************************************************************
 AF6529  DESIGNATION -  94 77 A 30 RM 2 FLDT
 AF6529  PID         -  AF6529
 AF6529  STATE/COUNTY-  FL/ST LUCIE
 AF6529  USGS QUAD   -  FORT PIERCE (1983)
 AF6529
 AF6529                         *CURRENT SURVEY CONTROL
 AF6529  ___________________________________________________________________
 AF6529* NAD 83(1986)-  27 29 45.     (N)    080 18 03.     (W)     SCALED    
 AF6529* NAVD 88     -         1.731  (meters)       5.68   (feet)  ADJUSTED  
 AF6529  ___________________________________________________________________
 AF6529  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6529  DYNAMIC HT  -           1.728 (meters)       5.67  (feet)  COMP
 AF6529  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AF6529
 AF6529  VERT ORDER  -  SECOND    CLASS I
 AF6529
 AF6529.The horizontal coordinates were scaled from a topographic map and have
 AF6529.an estimated accuracy of +/- 6 seconds.
 AF6529
 AF6529.The orthometric height was determined by differential leveling
 AF6529.and adjusted by the National Geodetic Survey in June 1991..
 AF6529
 AF6529.The geoid height was determined by GEOID03.
 AF6529
 AF6529.The dynamic height is computed by dividing the NAVD 88
 AF6529.geopotential number by the normal gravity value computed on the
 AF6529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6529.degrees latitude (g = 980.6199 gals.).
 AF6529
 AF6529.The modeled gravity was interpolated from observed gravity values.
 AF6529
 AF6529;                    North         East    Units  Estimated Accuracy
 AF6529;SPC FL E     -   350,540.      269,090.      MT  (+/- 180 meters Scaled)
 AF6529
 AF6529                          SUPERSEDED SURVEY CONTROL
 AF6529
 AF6529  NGVD 29 (??/??/92)    2.184  (m)            7.17   (f) ADJ UNCH    2 1
 AF6529
 AF6529.Superseded values are not recommended for survey control.
 AF6529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6529.See file dsdata.txt to determine how the superseded data were derived.
 AF6529
 AF6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL690415(NAD 83)
 AF6529_MARKER: DD = SURVEY DISK
 AF6529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6529_SP_SET: 4X4 PRECAST
 AF6529_STAMPING: 94 77 A30 RM NO 2
 AF6529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6529+STABILITY: SURFACE MOTION
 AF6529
 AF6529  HISTORY     - Date     Condition        Report By
 AF6529  HISTORY     - 1978     MONUMENTED       FLDT
 AF6529  HISTORY     - 20020512 MARK NOT FOUND   USPSQD
 AF6529
 AF6529                          STATION DESCRIPTION
 AF6529
 AF6529'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6529'2.6 MI NE FROM FORT PIERCE.
 AF6529'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6529'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6529'2.6 MILES TO THE ENTRANCE TO A PARK AND MUSEUM. THE MARK BEARS 42.2
 AF6529'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND 3.4 FEET NORTH OF
 AF6529'A CONCRETE POWER POLE.
 AF6529
 AF6529                          STATION RECOVERY (2002)
 AF6529
 AF6529'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6533 ***********************************************************************
 AF6533  DESIGNATION -  94 77 A 31 FLDT
 AF6533  PID         -  AF6533
 AF6533  STATE/COUNTY-  FL/ST LUCIE
 AF6533  USGS QUAD   -  INDRIO (1983)
 AF6533
 AF6533                         *CURRENT SURVEY CONTROL
 AF6533  ___________________________________________________________________
 AF6533* NAD 83(1986)-  27 30 03.     (N)    080 18 12.     (W)     SCALED    
 AF6533* NAVD 88     -         2.482  (meters)       8.14   (feet)  ADJUSTED  
 AF6533  ___________________________________________________________________
 AF6533  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6533  DYNAMIC HT  -           2.478 (meters)       8.13  (feet)  COMP
 AF6533  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AF6533
 AF6533  VERT ORDER  -  SECOND    CLASS I
 AF6533
 AF6533.The horizontal coordinates were scaled from a topographic map and have
 AF6533.an estimated accuracy of +/- 6 seconds.
 AF6533
 AF6533.The orthometric height was determined by differential leveling
 AF6533.and adjusted by the National Geodetic Survey in June 1991..
 AF6533
 AF6533.The geoid height was determined by GEOID03.
 AF6533
 AF6533.The dynamic height is computed by dividing the NAVD 88
 AF6533.geopotential number by the normal gravity value computed on the
 AF6533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6533.degrees latitude (g = 980.6199 gals.).
 AF6533
 AF6533.The modeled gravity was interpolated from observed gravity values.
 AF6533
 AF6533;                    North         East    Units  Estimated Accuracy
 AF6533;SPC FL E     -   351,090.      268,840.      MT  (+/- 180 meters Scaled)
 AF6533
 AF6533                          SUPERSEDED SURVEY CONTROL
 AF6533
 AF6533  NGVD 29 (??/??/92)    2.934  (m)            9.63   (f) ADJ UNCH    2 1
 AF6533
 AF6533.Superseded values are not recommended for survey control.
 AF6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6533.See file dsdata.txt to determine how the superseded data were derived.
 AF6533
 AF6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL688421(NAD 83)
 AF6533_MARKER: DD = SURVEY DISK
 AF6533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6533_SP_SET: CONCRETE POST
 AF6533_STAMPING: 94 77 A31
 AF6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6533+STABILITY: SURFACE MOTION
 AF6533
 AF6533  HISTORY     - Date     Condition        Report By
 AF6533  HISTORY     - 1978     MONUMENTED       FLDT
 AF6533  HISTORY     - 198811   GOOD             USPSQD
 AF6533  HISTORY     - 1989     GOOD             USPSQD
 AF6533
 AF6533                          STATION DESCRIPTION
 AF6533
 AF6533'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6533'2.9 MI NE FROM FORT PIERCE.
 AF6533'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6533'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6533'2.9 MILES. THE MARK BEARS 31.3 FEET EAST OF A POWERLINE BRACE POLE,
 AF6533'AND 17 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6533'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6533'DEPARTMENT OF TRANSPORTATION.
 AF6533
 AF6533                          STATION RECOVERY (1988)
 AF6533
 AF6533'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6533'RECOVERED IN GOOD CONDITION.
 AF6533
 AF6533                          STATION RECOVERY (1989)
 AF6533
 AF6533'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6532 ***********************************************************************
 AF6532  DESIGNATION -  94 77 A 31 RM 1 FLDT
 AF6532  PID         -  AF6532
 AF6532  STATE/COUNTY-  FL/ST LUCIE
 AF6532  USGS QUAD   -  INDRIO (1983)
 AF6532
 AF6532                         *CURRENT SURVEY CONTROL
 AF6532  ___________________________________________________________________
 AF6532* NAD 83(1986)-  27 30 03.     (N)    080 18 12.     (W)     SCALED    
 AF6532* NAVD 88     -         2.501  (meters)       8.21   (feet)  ADJUSTED  
 AF6532  ___________________________________________________________________
 AF6532  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6532  DYNAMIC HT  -           2.498 (meters)       8.20  (feet)  COMP
 AF6532  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AF6532
 AF6532  VERT ORDER  -  SECOND    CLASS I
 AF6532
 AF6532.The horizontal coordinates were scaled from a topographic map and have
 AF6532.an estimated accuracy of +/- 6 seconds.
 AF6532
 AF6532.The orthometric height was determined by differential leveling
 AF6532.and adjusted by the National Geodetic Survey in June 1991..
 AF6532
 AF6532.The geoid height was determined by GEOID03.
 AF6532
 AF6532.The dynamic height is computed by dividing the NAVD 88
 AF6532.geopotential number by the normal gravity value computed on the
 AF6532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6532.degrees latitude (g = 980.6199 gals.).
 AF6532
 AF6532.The modeled gravity was interpolated from observed gravity values.
 AF6532
 AF6532;                    North         East    Units  Estimated Accuracy
 AF6532;SPC FL E     -   351,090.      268,840.      MT  (+/- 180 meters Scaled)
 AF6532
 AF6532                          SUPERSEDED SURVEY CONTROL
 AF6532
 AF6532  NGVD 29 (??/??/92)    2.954  (m)            9.69   (f) ADJ UNCH    2 1
 AF6532
 AF6532.Superseded values are not recommended for survey control.
 AF6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6532.See file dsdata.txt to determine how the superseded data were derived.
 AF6532
 AF6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL688421(NAD 83)
 AF6532_MARKER: DD = SURVEY DISK
 AF6532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6532_SP_SET: 4X4 PRECAST
 AF6532_STAMPING: 94 77 A31 RM NO 1
 AF6532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6532+STABILITY: SURFACE MOTION
 AF6532
 AF6532  HISTORY     - Date     Condition        Report By
 AF6532  HISTORY     - 1978     MONUMENTED       FLDT
 AF6532  HISTORY     - 1989     GOOD             USPSQD
 AF6532
 AF6532                          STATION DESCRIPTION
 AF6532
 AF6532'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6532'2.9 MI NE FROM FORT PIERCE.
 AF6532'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6532'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6532'2.9 MILES. THE MARK BEARS 42.5 FEET WEST OF THE CENTERLINE OF STATE
 AF6532'ROAD A1A, AND 36 FEET SOUTH OF A POWERLINE BRACE POLE.
 AF6532
 AF6532                          STATION RECOVERY (1989)
 AF6532
 AF6532'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6534 ***********************************************************************
 AF6534  DESIGNATION -  94 77 A 31 RM 2 FLDT
 AF6534  PID         -  AF6534
 AF6534  STATE/COUNTY-  FL/ST LUCIE
 AF6534  USGS QUAD   -  INDRIO (1983)
 AF6534
 AF6534                         *CURRENT SURVEY CONTROL
 AF6534  ___________________________________________________________________
 AF6534* NAD 83(1986)-  27 30 03.     (N)    080 18 12.     (W)     SCALED    
 AF6534* NAVD 88     -         2.199  (meters)       7.21   (feet)  ADJUSTED  
 AF6534  ___________________________________________________________________
 AF6534  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AF6534  DYNAMIC HT  -           2.196 (meters)       7.20  (feet)  COMP
 AF6534  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AF6534
 AF6534  VERT ORDER  -  SECOND    CLASS I
 AF6534
 AF6534.The horizontal coordinates were scaled from a topographic map and have
 AF6534.an estimated accuracy of +/- 6 seconds.
 AF6534
 AF6534.The orthometric height was determined by differential leveling
 AF6534.and adjusted by the National Geodetic Survey in June 1991..
 AF6534
 AF6534.The geoid height was determined by GEOID03.
 AF6534
 AF6534.The dynamic height is computed by dividing the NAVD 88
 AF6534.geopotential number by the normal gravity value computed on the
 AF6534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6534.degrees latitude (g = 980.6199 gals.).
 AF6534
 AF6534.The modeled gravity was interpolated from observed gravity values.
 AF6534
 AF6534;                    North         East    Units  Estimated Accuracy
 AF6534;SPC FL E     -   351,090.      268,840.      MT  (+/- 180 meters Scaled)
 AF6534
 AF6534                          SUPERSEDED SURVEY CONTROL
 AF6534
 AF6534  NGVD 29 (??/??/92)    2.652  (m)            8.70   (f) ADJ UNCH    2 1
 AF6534
 AF6534.Superseded values are not recommended for survey control.
 AF6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6534.See file dsdata.txt to determine how the superseded data were derived.
 AF6534
 AF6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL688421(NAD 83)
 AF6534_MARKER: DD = SURVEY DISK
 AF6534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6534_SP_SET: 4X4 PRECAST
 AF6534_STAMPING: 94 77 A31 RM NO 2
 AF6534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6534+STABILITY: SURFACE MOTION
 AF6534
 AF6534  HISTORY     - Date     Condition        Report By
 AF6534  HISTORY     - 1978     MONUMENTED       FLDT
 AF6534  HISTORY     - 198811   GOOD             USPSQD
 AF6534  HISTORY     - 1989     GOOD             USPSQD
 AF6534
 AF6534                          STATION DESCRIPTION
 AF6534
 AF6534'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6534'2.9 MI NE FROM FORT PIERCE.
 AF6534'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6534'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6534'2.9 MILES. THE MARK BEARS 55.6 FEET NORTH OF A POWERLINE BRACE POLE,
 AF6534'AND 44.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6534
 AF6534                          STATION RECOVERY (1988)
 AF6534
 AF6534'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6534'RECOVERED IN GOOD CONDITION.
 AF6534
 AF6534                          STATION RECOVERY (1989)
 AF6534
 AF6534'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6536 ***********************************************************************
 AF6536  DESIGNATION -  94 77 A 32 FLDT
 AF6536  PID         -  AF6536
 AF6536  STATE/COUNTY-  FL/ST LUCIE
 AF6536  USGS QUAD   -  INDRIO (1983)
 AF6536
 AF6536                         *CURRENT SURVEY CONTROL
 AF6536  ___________________________________________________________________
 AF6536* NAD 83(1986)-  27 30 46.     (N)    080 18 27.     (W)     SCALED    
 AF6536* NAVD 88     -         0.955  (meters)       3.13   (feet)  ADJUSTED  
 AF6536  ___________________________________________________________________
 AF6536  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6536  DYNAMIC HT  -           0.954 (meters)       3.13  (feet)  COMP
 AF6536  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 AF6536
 AF6536  VERT ORDER  -  SECOND    CLASS I
 AF6536
 AF6536.The horizontal coordinates were scaled from a topographic map and have
 AF6536.an estimated accuracy of +/- 6 seconds.
 AF6536
 AF6536.The orthometric height was determined by differential leveling
 AF6536.and adjusted by the National Geodetic Survey in June 1991..
 AF6536
 AF6536.The geoid height was determined by GEOID03.
 AF6536
 AF6536.The dynamic height is computed by dividing the NAVD 88
 AF6536.geopotential number by the normal gravity value computed on the
 AF6536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6536.degrees latitude (g = 980.6199 gals.).
 AF6536
 AF6536.The modeled gravity was interpolated from observed gravity values.
 AF6536
 AF6536;                    North         East    Units  Estimated Accuracy
 AF6536;SPC FL E     -   352,410.      268,420.      MT  (+/- 180 meters Scaled)
 AF6536
 AF6536                          SUPERSEDED SURVEY CONTROL
 AF6536
 AF6536  NGVD 29 (??/??/92)    1.405  (m)            4.61   (f) ADJ UNCH    2 1
 AF6536
 AF6536.Superseded values are not recommended for survey control.
 AF6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6536.See file dsdata.txt to determine how the superseded data were derived.
 AF6536
 AF6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL683434(NAD 83)
 AF6536_MARKER: DD = SURVEY DISK
 AF6536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6536_SP_SET: CONCRETE POST
 AF6536_STAMPING: 94 77 A32
 AF6536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6536+STABILITY: SURFACE MOTION
 AF6536
 AF6536  HISTORY     - Date     Condition        Report By
 AF6536  HISTORY     - 1978     MONUMENTED       FLDT
 AF6536  HISTORY     - 198811   GOOD             USPSQD
 AF6536  HISTORY     - 1989     GOOD             USPSQD
 AF6536
 AF6536                          STATION DESCRIPTION
 AF6536
 AF6536'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6536'3.8 MI NE FROM FORT PIERCE.
 AF6536'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6536'INDIAN RIVER AT FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6536'3.8 MILES TO THE JUNCTION OF A TRAIL ROAD LEADING EAST. THE MARK
 AF6536'BEARS 29.7 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A AND 9.7 FEET
 AF6536'NORTH OF THE CENTERLINE OF THE TRAIL ROAD.
 AF6536'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6536'DEPARTMENT OF TRANSPORTATION.
 AF6536
 AF6536                          STATION RECOVERY (1988)
 AF6536
 AF6536'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6536'RECOVERED IN GOOD CONDITION.
 AF6536
 AF6536                          STATION RECOVERY (1989)
 AF6536
 AF6536'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6535 ***********************************************************************
 AF6535  DESIGNATION -  94 77 A 32 RM 1 FLDT
 AF6535  PID         -  AF6535
 AF6535  STATE/COUNTY-  FL/ST LUCIE
 AF6535  USGS QUAD   -  INDRIO (1983)
 AF6535
 AF6535                         *CURRENT SURVEY CONTROL
 AF6535  ___________________________________________________________________
 AF6535* NAD 83(1986)-  27 30 46.     (N)    080 18 27.     (W)     SCALED    
 AF6535* NAVD 88     -         1.183  (meters)       3.88   (feet)  ADJUSTED  
 AF6535  ___________________________________________________________________
 AF6535  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6535  DYNAMIC HT  -           1.182 (meters)       3.88  (feet)  COMP
 AF6535  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 AF6535
 AF6535  VERT ORDER  -  SECOND    CLASS I
 AF6535
 AF6535.The horizontal coordinates were scaled from a topographic map and have
 AF6535.an estimated accuracy of +/- 6 seconds.
 AF6535
 AF6535.The orthometric height was determined by differential leveling
 AF6535.and adjusted by the National Geodetic Survey in June 1991..
 AF6535
 AF6535.The geoid height was determined by GEOID03.
 AF6535
 AF6535.The dynamic height is computed by dividing the NAVD 88
 AF6535.geopotential number by the normal gravity value computed on the
 AF6535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6535.degrees latitude (g = 980.6199 gals.).
 AF6535
 AF6535.The modeled gravity was interpolated from observed gravity values.
 AF6535
 AF6535;                    North         East    Units  Estimated Accuracy
 AF6535;SPC FL E     -   352,410.      268,420.      MT  (+/- 180 meters Scaled)
 AF6535
 AF6535                          SUPERSEDED SURVEY CONTROL
 AF6535
 AF6535  NGVD 29 (??/??/92)    1.634  (m)            5.36   (f) ADJ UNCH    2 1
 AF6535
 AF6535.Superseded values are not recommended for survey control.
 AF6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6535.See file dsdata.txt to determine how the superseded data were derived.
 AF6535
 AF6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL683434(NAD 83)
 AF6535_MARKER: DD = SURVEY DISK
 AF6535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6535_SP_SET: 4X4 PRECAST
 AF6535_STAMPING: 94 77 A32 RM NO 1
 AF6535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6535+STABILITY: SURFACE MOTION
 AF6535
 AF6535  HISTORY     - Date     Condition        Report By
 AF6535  HISTORY     - 1978     MONUMENTED       FLDT
 AF6535  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6535
 AF6535                          STATION DESCRIPTION
 AF6535
 AF6535'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6535'3.8 MI NE FROM FORT PIERCE.
 AF6535'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6535'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6535'3.8 MILES TO THE JUNCTION OF A TRAIL ROAD LEADING EAST. THE MARK
 AF6535'BEARS 52 FEET SOUTH OF THE CENTERLINE OF THE TRAIL ROAD, AND 20.7
 AF6535'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6535
 AF6535                          STATION RECOVERY (1989)
 AF6535
 AF6535'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6537 ***********************************************************************
 AF6537  DESIGNATION -  94 77 A 32 RM 2 FLDT
 AF6537  PID         -  AF6537
 AF6537  STATE/COUNTY-  FL/ST LUCIE
 AF6537  USGS QUAD   -  INDRIO (1983)
 AF6537
 AF6537                         *CURRENT SURVEY CONTROL
 AF6537  ___________________________________________________________________
 AF6537* NAD 83(1986)-  27 30 46.     (N)    080 18 27.     (W)     SCALED    
 AF6537* NAVD 88     -         1.099  (meters)       3.61   (feet)  ADJUSTED  
 AF6537  ___________________________________________________________________
 AF6537  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AF6537  DYNAMIC HT  -           1.098 (meters)       3.60  (feet)  COMP
 AF6537  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 AF6537
 AF6537  VERT ORDER  -  SECOND    CLASS I
 AF6537
 AF6537.The horizontal coordinates were scaled from a topographic map and have
 AF6537.an estimated accuracy of +/- 6 seconds.
 AF6537
 AF6537.The orthometric height was determined by differential leveling
 AF6537.and adjusted by the National Geodetic Survey in June 1991..
 AF6537
 AF6537.The geoid height was determined by GEOID03.
 AF6537
 AF6537.The dynamic height is computed by dividing the NAVD 88
 AF6537.geopotential number by the normal gravity value computed on the
 AF6537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6537.degrees latitude (g = 980.6199 gals.).
 AF6537
 AF6537.The modeled gravity was interpolated from observed gravity values.
 AF6537
 AF6537;                    North         East    Units  Estimated Accuracy
 AF6537;SPC FL E     -   352,410.      268,420.      MT  (+/- 180 meters Scaled)
 AF6537
 AF6537                          SUPERSEDED SURVEY CONTROL
 AF6537
 AF6537  NGVD 29 (??/??/92)    1.549  (m)            5.08   (f) ADJ UNCH    2 1
 AF6537
 AF6537.Superseded values are not recommended for survey control.
 AF6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6537.See file dsdata.txt to determine how the superseded data were derived.
 AF6537
 AF6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL683434(NAD 83)
 AF6537_MARKER: DD = SURVEY DISK
 AF6537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6537_SP_SET: 4X4 PRECAST
 AF6537_STAMPING: 94 77 A32 RM NO 2
 AF6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6537+STABILITY: SURFACE MOTION
 AF6537
 AF6537  HISTORY     - Date     Condition        Report By
 AF6537  HISTORY     - 1978     MONUMENTED       FLDT
 AF6537  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6537  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6537
 AF6537                          STATION DESCRIPTION
 AF6537
 AF6537'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6537'3.8 MI NE FROM FORT PIERCE.
 AF6537'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6537'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6537'3.8 MILE TO THE JUNCTION OF A TRAIL ROAD LEADING EAST. THE MARK
 AF6537'BEARS 67 FEET NORTH OF THE CENTERLINE OF THE TRAIL ROAD, AND 21.4
 AF6537'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6537
 AF6537                          STATION RECOVERY (1988)
 AF6537
 AF6537'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6537'MARK NOT FOUND.
 AF6537
 AF6537                          STATION RECOVERY (1989)
 AF6537
 AF6537'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6539 ***********************************************************************
 AF6539  DESIGNATION -  94 77 A 33 FLDT
 AF6539  PID         -  AF6539
 AF6539  STATE/COUNTY-  FL/ST LUCIE
 AF6539  USGS QUAD   -  INDRIO (1983)
 AF6539
 AF6539                         *CURRENT SURVEY CONTROL
 AF6539  ___________________________________________________________________
 AF6539* NAD 83(1986)-  27 31 06.     (N)    080 18 34.     (W)     SCALED    
 AF6539* NAVD 88     -         2.534  (meters)       8.31   (feet)  ADJUSTED  
 AF6539  ___________________________________________________________________
 AF6539  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6539  DYNAMIC HT  -           2.530 (meters)       8.30  (feet)  COMP
 AF6539  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AF6539
 AF6539  VERT ORDER  -  SECOND    CLASS I
 AF6539
 AF6539.The horizontal coordinates were scaled from a topographic map and have
 AF6539.an estimated accuracy of +/- 6 seconds.
 AF6539
 AF6539.The orthometric height was determined by differential leveling
 AF6539.and adjusted by the National Geodetic Survey in June 1991..
 AF6539
 AF6539.The geoid height was determined by GEOID03.
 AF6539
 AF6539.The dynamic height is computed by dividing the NAVD 88
 AF6539.geopotential number by the normal gravity value computed on the
 AF6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6539.degrees latitude (g = 980.6199 gals.).
 AF6539
 AF6539.The modeled gravity was interpolated from observed gravity values.
 AF6539
 AF6539;                    North         East    Units  Estimated Accuracy
 AF6539;SPC FL E     -   353,030.      268,220.      MT  (+/- 180 meters Scaled)
 AF6539
 AF6539                          SUPERSEDED SURVEY CONTROL
 AF6539
 AF6539  NGVD 29 (??/??/92)    2.985  (m)            9.79   (f) ADJ UNCH    2 1
 AF6539
 AF6539.Superseded values are not recommended for survey control.
 AF6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6539.See file dsdata.txt to determine how the superseded data were derived.
 AF6539
 AF6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL681440(NAD 83)
 AF6539_MARKER: DD = SURVEY DISK
 AF6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6539_SP_SET: CONCRETE POST
 AF6539_STAMPING: 84 77 A33
 AF6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6539+STABILITY: SURFACE MOTION
 AF6539
 AF6539  HISTORY     - Date     Condition        Report By
 AF6539  HISTORY     - 1978     MONUMENTED       FLDT
 AF6539  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6539
 AF6539                          STATION DESCRIPTION
 AF6539
 AF6539'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6539'4.2 MI NE FROM FORT PIERCE.
 AF6539'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6539'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6539'4.2 MILES TO A SAND ROAD LEADING TO THE BEACH. THE MARK BEARS 52.6
 AF6539'FEET NORTH NORTHWEST OF A POWERLINE BRACE POLE, AND 28 FEET NORTHEAST
 AF6539'OF THE CENTERLINE OF STATE ROAD A1A.
 AF6539'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6539'DEPARTMENT OF TRANSPORTATION.
 AF6539
 AF6539                          STATION RECOVERY (1989)
 AF6539
 AF6539'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6538 ***********************************************************************
 AF6538  DESIGNATION -  94 77 A 33 RM 1 FLDT
 AF6538  PID         -  AF6538
 AF6538  STATE/COUNTY-  FL/ST LUCIE
 AF6538  USGS QUAD   -  INDRIO (1983)
 AF6538
 AF6538                         *CURRENT SURVEY CONTROL
 AF6538  ___________________________________________________________________
 AF6538* NAD 83(1986)-  27 31 06.     (N)    080 18 34.     (W)     SCALED    
 AF6538* NAVD 88     -         2.898  (meters)       9.51   (feet)  ADJUSTED  
 AF6538  ___________________________________________________________________
 AF6538  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6538  DYNAMIC HT  -           2.894 (meters)       9.49  (feet)  COMP
 AF6538  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AF6538
 AF6538  VERT ORDER  -  SECOND    CLASS I
 AF6538
 AF6538.The horizontal coordinates were scaled from a topographic map and have
 AF6538.an estimated accuracy of +/- 6 seconds.
 AF6538
 AF6538.The orthometric height was determined by differential leveling
 AF6538.and adjusted by the National Geodetic Survey in June 1991..
 AF6538
 AF6538.The geoid height was determined by GEOID03.
 AF6538
 AF6538.The dynamic height is computed by dividing the NAVD 88
 AF6538.geopotential number by the normal gravity value computed on the
 AF6538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6538.degrees latitude (g = 980.6199 gals.).
 AF6538
 AF6538.The modeled gravity was interpolated from observed gravity values.
 AF6538
 AF6538;                    North         East    Units  Estimated Accuracy
 AF6538;SPC FL E     -   353,030.      268,220.      MT  (+/- 180 meters Scaled)
 AF6538
 AF6538                          SUPERSEDED SURVEY CONTROL
 AF6538
 AF6538  NGVD 29 (??/??/92)    3.348  (m)           10.98   (f) ADJ UNCH    2 1
 AF6538
 AF6538.Superseded values are not recommended for survey control.
 AF6538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6538.See file dsdata.txt to determine how the superseded data were derived.
 AF6538
 AF6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL681440(NAD 83)
 AF6538_MARKER: DD = SURVEY DISK
 AF6538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6538_SP_SET: 4X4 PRECAST
 AF6538_STAMPING: 94 77 A33 RM NO 1
 AF6538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6538+STABILITY: SURFACE MOTION
 AF6538
 AF6538  HISTORY     - Date     Condition        Report By
 AF6538  HISTORY     - 1978     MONUMENTED       FLDT
 AF6538  HISTORY     - 198811   GOOD             USPSQD
 AF6538  HISTORY     - 1989     GOOD             USPSQD
 AF6538
 AF6538                          STATION DESCRIPTION
 AF6538
 AF6538'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6538'4.2 MI NE FROM FORT PIERCE.
 AF6538'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6538'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6538'4.2 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK BEARS 52.7
 AF6538'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A AND 5 FEET
 AF6538'NORTHEAST OF A POWERLINE BRACE POLE.
 AF6538
 AF6538                          STATION RECOVERY (1988)
 AF6538
 AF6538'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6538'RECOVERED IN GOOD CONDITION.
 AF6538
 AF6538                          STATION RECOVERY (1989)
 AF6538
 AF6538'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6540 ***********************************************************************
 AF6540  DESIGNATION -  94 77 A 33 RM 2 FLDT
 AF6540  PID         -  AF6540
 AF6540  STATE/COUNTY-  FL/ST LUCIE
 AF6540  USGS QUAD   -  INDRIO (1983)
 AF6540
 AF6540                         *CURRENT SURVEY CONTROL
 AF6540  ___________________________________________________________________
 AF6540* NAD 83(1986)-  27 31 06.     (N)    080 18 34.     (W)     SCALED    
 AF6540* NAVD 88     -         3.107  (meters)      10.19   (feet)  ADJUSTED  
 AF6540  ___________________________________________________________________
 AF6540  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6540  DYNAMIC HT  -           3.103 (meters)      10.18  (feet)  COMP
 AF6540  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AF6540
 AF6540  VERT ORDER  -  SECOND    CLASS I
 AF6540
 AF6540.The horizontal coordinates were scaled from a topographic map and have
 AF6540.an estimated accuracy of +/- 6 seconds.
 AF6540
 AF6540.The orthometric height was determined by differential leveling
 AF6540.and adjusted by the National Geodetic Survey in June 1991..
 AF6540
 AF6540.The geoid height was determined by GEOID03.
 AF6540
 AF6540.The dynamic height is computed by dividing the NAVD 88
 AF6540.geopotential number by the normal gravity value computed on the
 AF6540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6540.degrees latitude (g = 980.6199 gals.).
 AF6540
 AF6540.The modeled gravity was interpolated from observed gravity values.
 AF6540
 AF6540;                    North         East    Units  Estimated Accuracy
 AF6540;SPC FL E     -   353,030.      268,220.      MT  (+/- 180 meters Scaled)
 AF6540
 AF6540                          SUPERSEDED SURVEY CONTROL
 AF6540
 AF6540  NGVD 29 (??/??/92)    3.558  (m)           11.67   (f) ADJ UNCH    2 1
 AF6540
 AF6540.Superseded values are not recommended for survey control.
 AF6540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6540.See file dsdata.txt to determine how the superseded data were derived.
 AF6540
 AF6540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL681440(NAD 83)
 AF6540_MARKER: DD = SURVEY DISK
 AF6540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6540_SP_SET: 4X4 PRECAST
 AF6540_STAMPING: 94 77 A33 RM NO 2
 AF6540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6540+STABILITY: SURFACE MOTION
 AF6540
 AF6540  HISTORY     - Date     Condition        Report By
 AF6540  HISTORY     - 1978     MONUMENTED       FLDT
 AF6540  HISTORY     - 1989     GOOD             USPSQD
 AF6540
 AF6540                          STATION DESCRIPTION
 AF6540
 AF6540'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6540'4.2 MILES NE FROM FORT PIERCE.
 AF6540'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6540'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6540'4.2 MILES TO A SAND ROAD LEADING TO THE BEACH. THE MARK BEARS 43
 AF6540'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6540
 AF6540                          STATION RECOVERY (1989)
 AF6540
 AF6540'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6542 ***********************************************************************
 AF6542  DESIGNATION -  94 77 A 34 FLDT
 AF6542  PID         -  AF6542
 AF6542  STATE/COUNTY-  FL/ST LUCIE
 AF6542  USGS QUAD   -  INDRIO (1983)
 AF6542
 AF6542                         *CURRENT SURVEY CONTROL
 AF6542  ___________________________________________________________________
 AF6542* NAD 83(1986)-  27 31 24.     (N)    080 18 43.     (W)     SCALED    
 AF6542* NAVD 88     -         2.576  (meters)       8.45   (feet)  ADJUSTED  
 AF6542  ___________________________________________________________________
 AF6542  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6542  DYNAMIC HT  -           2.573 (meters)       8.44  (feet)  COMP
 AF6542  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AF6542
 AF6542  VERT ORDER  -  SECOND    CLASS I
 AF6542
 AF6542.The horizontal coordinates were scaled from a topographic map and have
 AF6542.an estimated accuracy of +/- 6 seconds.
 AF6542
 AF6542.The orthometric height was determined by differential leveling
 AF6542.and adjusted by the National Geodetic Survey in June 1991..
 AF6542
 AF6542.The geoid height was determined by GEOID03.
 AF6542
 AF6542.The dynamic height is computed by dividing the NAVD 88
 AF6542.geopotential number by the normal gravity value computed on the
 AF6542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6542.degrees latitude (g = 980.6199 gals.).
 AF6542
 AF6542.The modeled gravity was interpolated from observed gravity values.
 AF6542
 AF6542;                    North         East    Units  Estimated Accuracy
 AF6542;SPC FL E     -   353,580.      267,970.      MT  (+/- 180 meters Scaled)
 AF6542
 AF6542                          SUPERSEDED SURVEY CONTROL
 AF6542
 AF6542  NGVD 29 (??/??/92)    3.027  (m)            9.93   (f) ADJ UNCH    2 1
 AF6542
 AF6542.Superseded values are not recommended for survey control.
 AF6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6542.See file dsdata.txt to determine how the superseded data were derived.
 AF6542
 AF6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL679445(NAD 83)
 AF6542_MARKER: DD = SURVEY DISK
 AF6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6542_SP_SET: CONCRETE POST
 AF6542_STAMPING: 94 77 A34
 AF6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6542+STABILITY: SURFACE MOTION
 AF6542
 AF6542  HISTORY     - Date     Condition        Report By
 AF6542  HISTORY     - 1978     MONUMENTED       FLDT
 AF6542  HISTORY     - 198811   GOOD             USPSQD
 AF6542  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6542
 AF6542                          STATION DESCRIPTION
 AF6542
 AF6542'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6542'4.6 MI NE FROM FORT PIERCE.
 AF6542'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6542'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6542'FOR 4.6 MILES. THE MARK BEARS 60 FEET NORTH OF A POWER POLE, 25.3
 AF6542'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 6.5 FEET
 AF6542'SOUTHWEST OF A SPEED LIMIT SIGN POST.
 AF6542'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AF6542'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AF6542
 AF6542                          STATION RECOVERY (1988)
 AF6542
 AF6542'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6542'RECOVERED IN GOOD CONDITION.
 AF6542
 AF6542                          STATION RECOVERY (1989)
 AF6542
 AF6542'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6541 ***********************************************************************
 AF6541  DESIGNATION -  94 77 A 34 RM 1 FLDT
 AF6541  PID         -  AF6541
 AF6541  STATE/COUNTY-  FL/ST LUCIE
 AF6541  USGS QUAD   -  INDRIO (1983)
 AF6541
 AF6541                         *CURRENT SURVEY CONTROL
 AF6541  ___________________________________________________________________
 AF6541* NAD 83(1986)-  27 31 24.     (N)    080 18 43.     (W)     SCALED    
 AF6541* NAVD 88     -         2.593  (meters)       8.51   (feet)  ADJUSTED  
 AF6541  ___________________________________________________________________
 AF6541  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6541  DYNAMIC HT  -           2.589 (meters)       8.49  (feet)  COMP
 AF6541  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AF6541
 AF6541  VERT ORDER  -  SECOND    CLASS I
 AF6541
 AF6541.The horizontal coordinates were scaled from a topographic map and have
 AF6541.an estimated accuracy of +/- 6 seconds.
 AF6541
 AF6541.The orthometric height was determined by differential leveling
 AF6541.and adjusted by the National Geodetic Survey in June 1991..
 AF6541
 AF6541.The geoid height was determined by GEOID03.
 AF6541
 AF6541.The dynamic height is computed by dividing the NAVD 88
 AF6541.geopotential number by the normal gravity value computed on the
 AF6541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6541.degrees latitude (g = 980.6199 gals.).
 AF6541
 AF6541.The modeled gravity was interpolated from observed gravity values.
 AF6541
 AF6541;                    North         East    Units  Estimated Accuracy
 AF6541;SPC FL E     -   353,580.      267,970.      MT  (+/- 180 meters Scaled)
 AF6541
 AF6541                          SUPERSEDED SURVEY CONTROL
 AF6541
 AF6541  NGVD 29 (??/??/92)    3.043  (m)            9.98   (f) ADJ UNCH    2 1
 AF6541
 AF6541.Superseded values are not recommended for survey control.
 AF6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6541.See file dsdata.txt to determine how the superseded data were derived.
 AF6541
 AF6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL679445(NAD 83)
 AF6541_MARKER: DD = SURVEY DISK
 AF6541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6541_SP_SET: 4X4 PRECAST
 AF6541_STAMPING: 94 77 A34 RM NO 1
 AF6541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6541+STABILITY: SURFACE MOTION
 AF6541
 AF6541  HISTORY     - Date     Condition        Report By
 AF6541  HISTORY     - 1978     MONUMENTED       FLDT
 AF6541  HISTORY     - 198811   GOOD             USPSQD
 AF6541  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6541
 AF6541                          STATION DESCRIPTION
 AF6541
 AF6541'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6541'4.6 MI NE FROM FORT PIERCE.
 AF6541'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6541'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6541'4.6 MILES. THE MARK BEARS 29 FEET SOUTHWEST OF THE CENTERLINE OF
 AF6541'STATE ROAD A1A, AND 15.5 FEET NORTH NORTHEAST OF A POWERPOLE.
 AF6541
 AF6541                          STATION RECOVERY (1988)
 AF6541
 AF6541'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6541'RECOVERED IN GOOD CONDITION.
 AF6541
 AF6541                          STATION RECOVERY (1989)
 AF6541
 AF6541'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6543 ***********************************************************************
 AF6543  DESIGNATION -  94 77 A 34 RM 2 FLDT
 AF6543  PID         -  AF6543
 AF6543  STATE/COUNTY-  FL/ST LUCIE
 AF6543  USGS QUAD   -  INDRIO (1983)
 AF6543
 AF6543                         *CURRENT SURVEY CONTROL
 AF6543  ___________________________________________________________________
 AF6543* NAD 83(1986)-  27 31 24.     (N)    080 18 43.     (W)     SCALED    
 AF6543* NAVD 88     -         2.586  (meters)       8.48   (feet)  ADJUSTED  
 AF6543  ___________________________________________________________________
 AF6543  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6543  DYNAMIC HT  -           2.582 (meters)       8.47  (feet)  COMP
 AF6543  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AF6543
 AF6543  VERT ORDER  -  SECOND    CLASS I
 AF6543
 AF6543.The horizontal coordinates were scaled from a topographic map and have
 AF6543.an estimated accuracy of +/- 6 seconds.
 AF6543
 AF6543.The orthometric height was determined by differential leveling
 AF6543.and adjusted by the National Geodetic Survey in June 1991..
 AF6543
 AF6543.The geoid height was determined by GEOID03.
 AF6543
 AF6543.The dynamic height is computed by dividing the NAVD 88
 AF6543.geopotential number by the normal gravity value computed on the
 AF6543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6543.degrees latitude (g = 980.6199 gals.).
 AF6543
 AF6543.The modeled gravity was interpolated from observed gravity values.
 AF6543
 AF6543;                    North         East    Units  Estimated Accuracy
 AF6543;SPC FL E     -   353,580.      267,970.      MT  (+/- 180 meters Scaled)
 AF6543
 AF6543                          SUPERSEDED SURVEY CONTROL
 AF6543
 AF6543  NGVD 29 (??/??/92)    3.037  (m)            9.96   (f) ADJ UNCH    2 1
 AF6543
 AF6543.Superseded values are not recommended for survey control.
 AF6543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6543.See file dsdata.txt to determine how the superseded data were derived.
 AF6543
 AF6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL679445(NAD 83)
 AF6543_MARKER: DD = SURVEY DISK
 AF6543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6543_SP_SET: 4X4 PRECAST
 AF6543_STAMPING: 94 77 A34 RM NO 2
 AF6543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6543+STABILITY: SURFACE MOTION
 AF6543
 AF6543  HISTORY     - Date     Condition        Report By
 AF6543  HISTORY     - 1978     MONUMENTED       FLDT
 AF6543  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6543  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6543
 AF6543                          STATION DESCRIPTION
 AF6543
 AF6543'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6543'4.6 MI NE FROM FORT PIERCE.
 AF6543'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6543'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A
 AF6543'FOR 4.6 MILES. THE MARK BEARS 25.5 FEET SOUTHEAST OF THE CENTER-
 AF6543'LINE OF STATE ROAD A1A.
 AF6543
 AF6543                          STATION RECOVERY (1988)
 AF6543
 AF6543'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6543'MARK NOT FOUND.
 AF6543
 AF6543                          STATION RECOVERY (1989)
 AF6543
 AF6543'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6545 ***********************************************************************
 AF6545  DESIGNATION -  94 77 A 35 FLDT
 AF6545  PID         -  AF6545
 AF6545  STATE/COUNTY-  FL/ST LUCIE
 AF6545  USGS QUAD   -  INDRIO (1983)
 AF6545
 AF6545                         *CURRENT SURVEY CONTROL
 AF6545  ___________________________________________________________________
 AF6545* NAD 83(1986)-  27 31 45.     (N)    080 18 49.     (W)     SCALED    
 AF6545* NAVD 88     -         3.307  (meters)      10.85   (feet)  ADJUSTED  
 AF6545  ___________________________________________________________________
 AF6545  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6545  DYNAMIC HT  -           3.302 (meters)      10.83  (feet)  COMP
 AF6545  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 AF6545
 AF6545  VERT ORDER  -  SECOND    CLASS I
 AF6545
 AF6545.The horizontal coordinates were scaled from a topographic map and have
 AF6545.an estimated accuracy of +/- 6 seconds.
 AF6545
 AF6545.The orthometric height was determined by differential leveling
 AF6545.and adjusted by the National Geodetic Survey in June 1991..
 AF6545
 AF6545.The geoid height was determined by GEOID03.
 AF6545
 AF6545.The dynamic height is computed by dividing the NAVD 88
 AF6545.geopotential number by the normal gravity value computed on the
 AF6545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6545.degrees latitude (g = 980.6199 gals.).
 AF6545
 AF6545.The modeled gravity was interpolated from observed gravity values.
 AF6545
 AF6545;                    North         East    Units  Estimated Accuracy
 AF6545;SPC FL E     -   354,220.      267,800.      MT  (+/- 180 meters Scaled)
 AF6545
 AF6545                          SUPERSEDED SURVEY CONTROL
 AF6545
 AF6545  NGVD 29 (??/??/92)    3.757  (m)           12.33   (f) ADJ UNCH    2 1
 AF6545
 AF6545.Superseded values are not recommended for survey control.
 AF6545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6545.See file dsdata.txt to determine how the superseded data were derived.
 AF6545
 AF6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL677452(NAD 83)
 AF6545_MARKER: DD = SURVEY DISK
 AF6545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6545_SP_SET: CONCRETE POST
 AF6545_STAMPING: 94 77 A35
 AF6545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6545+STABILITY: SURFACE MOTION
 AF6545
 AF6545  HISTORY     - Date     Condition        Report By
 AF6545  HISTORY     - 1978     MONUMENTED       FLDT
 AF6545  HISTORY     - 198811   GOOD             USPSQD
 AF6545  HISTORY     - 1989     GOOD             USPSQD
 AF6545
 AF6545                          STATION DESCRIPTION
 AF6545
 AF6545'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6545'5 MI NE FROM FORT PIERCE.
 AF6545'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6545'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6545'FOR 5 MILES TO A POINT ABOUT 500 FEET SOUTH OF THE BRYN MAWR CAMP
 AF6545'RESORT. THE MARK BEARS 109.5 FEET NORTHEAST AND ACROSS STATE ROAD
 AF6545'A1A FROM THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE AROUND THE
 AF6545'CAMP RESORT, 29.2 FEET WEST OF A CONCRETE RIGHT OF WAY MARKER POST,
 AF6545'AND 26 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6545'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AF6545'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AF6545
 AF6545                          STATION RECOVERY (1988)
 AF6545
 AF6545'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6545'RECOVERED IN GOOD CONDITION.
 AF6545
 AF6545                          STATION RECOVERY (1989)
 AF6545
 AF6545'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6546 ***********************************************************************
 AF6546  DESIGNATION -  94 77 A 35 RM 1 FLDT
 AF6546  PID         -  AF6546
 AF6546  STATE/COUNTY-  FL/ST LUCIE
 AF6546  USGS QUAD   -  INDRIO (1983)
 AF6546
 AF6546                         *CURRENT SURVEY CONTROL
 AF6546  ___________________________________________________________________
 AF6546* NAD 83(1986)-  27 31 45.     (N)    080 18 49.     (W)     SCALED    
 AF6546* NAVD 88     -         3.326  (meters)      10.91   (feet)  ADJUSTED  
 AF6546  ___________________________________________________________________
 AF6546  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6546  DYNAMIC HT  -           3.321 (meters)      10.90  (feet)  COMP
 AF6546  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 AF6546
 AF6546  VERT ORDER  -  SECOND    CLASS I
 AF6546
 AF6546.The horizontal coordinates were scaled from a topographic map and have
 AF6546.an estimated accuracy of +/- 6 seconds.
 AF6546
 AF6546.The orthometric height was determined by differential leveling
 AF6546.and adjusted by the National Geodetic Survey in June 1991..
 AF6546
 AF6546.The geoid height was determined by GEOID03.
 AF6546
 AF6546.The dynamic height is computed by dividing the NAVD 88
 AF6546.geopotential number by the normal gravity value computed on the
 AF6546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6546.degrees latitude (g = 980.6199 gals.).
 AF6546
 AF6546.The modeled gravity was interpolated from observed gravity values.
 AF6546
 AF6546;                    North         East    Units  Estimated Accuracy
 AF6546;SPC FL E     -   354,220.      267,800.      MT  (+/- 180 meters Scaled)
 AF6546
 AF6546                          SUPERSEDED SURVEY CONTROL
 AF6546
 AF6546  NGVD 29 (??/??/92)    3.776  (m)           12.39   (f) ADJ UNCH    2 1
 AF6546
 AF6546.Superseded values are not recommended for survey control.
 AF6546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6546.See file dsdata.txt to determine how the superseded data were derived.
 AF6546
 AF6546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL677452(NAD 83)
 AF6546_MARKER: DD = SURVEY DISK
 AF6546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6546_SP_SET: 4X4 PRECAST
 AF6546_STAMPING: 94 77 A35 RM NO 1
 AF6546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6546+STABILITY: SURFACE MOTION
 AF6546
 AF6546  HISTORY     - Date     Condition        Report By
 AF6546  HISTORY     - 1978     MONUMENTED       FLDT
 AF6546  HISTORY     - 1989     GOOD             USPSQD
 AF6546
 AF6546                          STATION DESCRIPTION
 AF6546
 AF6546'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6546'5 MI NE FROM FORT PIERCE.
 AF6546'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6546'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6546'FOR 5 MILES TO A POINT ABOUT 500 FEET SOUTH OF THE BRYN MAWR CAMP
 AF6546'RESORT. THE MARK BEARS 53.3 FEET EAST OF THE CENTERLINE OF STATE
 AF6546'ROAD A1A, AND 7 FEET SOUTH SOUTHEAST OF AN UNLAWFUL TO PICK SEA
 AF6546'OATS SIGN POST.
 AF6546
 AF6546                          STATION RECOVERY (1989)
 AF6546
 AF6546'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6544 ***********************************************************************
 AF6544  DESIGNATION -  94 77 A 35 RM 2 FLDT
 AF6544  PID         -  AF6544
 AF6544  STATE/COUNTY-  FL/ST LUCIE
 AF6544  USGS QUAD   -  INDRIO (1983)
 AF6544
 AF6544                         *CURRENT SURVEY CONTROL
 AF6544  ___________________________________________________________________
 AF6544* NAD 83(1986)-  27 31 45.     (N)    080 18 49.     (W)     SCALED    
 AF6544* NAVD 88     -         3.299  (meters)      10.82   (feet)  ADJUSTED  
 AF6544  ___________________________________________________________________
 AF6544  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF6544  DYNAMIC HT  -           3.294 (meters)      10.81  (feet)  COMP
 AF6544  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 AF6544
 AF6544  VERT ORDER  -  SECOND    CLASS I
 AF6544
 AF6544.The horizontal coordinates were scaled from a topographic map and have
 AF6544.an estimated accuracy of +/- 6 seconds.
 AF6544
 AF6544.The orthometric height was determined by differential leveling
 AF6544.and adjusted by the National Geodetic Survey in June 1991..
 AF6544
 AF6544.The geoid height was determined by GEOID03.
 AF6544
 AF6544.The dynamic height is computed by dividing the NAVD 88
 AF6544.geopotential number by the normal gravity value computed on the
 AF6544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6544.degrees latitude (g = 980.6199 gals.).
 AF6544
 AF6544.The modeled gravity was interpolated from observed gravity values.
 AF6544
 AF6544;                    North         East    Units  Estimated Accuracy
 AF6544;SPC FL E     -   354,220.      267,800.      MT  (+/- 180 meters Scaled)
 AF6544
 AF6544                          SUPERSEDED SURVEY CONTROL
 AF6544
 AF6544  NGVD 29 (??/??/92)    3.748  (m)           12.30   (f) ADJ UNCH    2 1
 AF6544
 AF6544.Superseded values are not recommended for survey control.
 AF6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6544.See file dsdata.txt to determine how the superseded data were derived.
 AF6544
 AF6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL677452(NAD 83)
 AF6544_MARKER: DD = SURVEY DISK
 AF6544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6544_SP_SET: 4X4 PRECAST
 AF6544_STAMPING: 94 77 A35 RM NO 2
 AF6544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6544+STABILITY: SURFACE MOTION
 AF6544
 AF6544  HISTORY     - Date     Condition        Report By
 AF6544  HISTORY     - 1978     MONUMENTED       FLDT
 AF6544  HISTORY     - 198811   GOOD             USPSQD
 AF6544  HISTORY     - 1989     GOOD             USPSQD
 AF6544
 AF6544                          STATION DESCRIPTION
 AF6544
 AF6544'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6544'5 MI NE FROM FORT PIERCE.
 AF6544'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6544'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6544'FOR 5 MILES TO A POINT ABOUT 500 FEET SOUTH OF THE BRYN MAWR CAMP
 AF6544'RESORT. THE MARK BEARS 52.4 FEET EAST OF THE CENTERLINE OF STATE
 AF6544'ROAD A1A.
 AF6544
 AF6544                          STATION RECOVERY (1988)
 AF6544
 AF6544'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6544'RECOVERED IN GOOD CONDITION.
 AF6544
 AF6544                          STATION RECOVERY (1989)
 AF6544
 AF6544'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6549 ***********************************************************************
 AF6549  DESIGNATION -  94 77 A 36 FLDT
 AF6549  PID         -  AF6549
 AF6549  STATE/COUNTY-  FL/ST LUCIE
 AF6549  USGS QUAD   -  INDRIO (1983)
 AF6549
 AF6549                         *CURRENT SURVEY CONTROL
 AF6549  ___________________________________________________________________
 AF6549* NAD 83(1986)-  27 32 04.     (N)    080 18 55.     (W)     SCALED    
 AF6549* NAVD 88     -         3.859  (meters)      12.66   (feet)  ADJUSTED  
 AF6549  ___________________________________________________________________
 AF6549  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6549  DYNAMIC HT  -           3.853 (meters)      12.64  (feet)  COMP
 AF6549  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AF6549
 AF6549  VERT ORDER  -  SECOND    CLASS I
 AF6549
 AF6549.The horizontal coordinates were scaled from a topographic map and have
 AF6549.an estimated accuracy of +/- 6 seconds.
 AF6549
 AF6549.The orthometric height was determined by differential leveling
 AF6549.and adjusted by the National Geodetic Survey in June 1991..
 AF6549
 AF6549.The geoid height was determined by GEOID03.
 AF6549
 AF6549.The dynamic height is computed by dividing the NAVD 88
 AF6549.geopotential number by the normal gravity value computed on the
 AF6549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6549.degrees latitude (g = 980.6199 gals.).
 AF6549
 AF6549.The modeled gravity was interpolated from observed gravity values.
 AF6549
 AF6549;                    North         East    Units  Estimated Accuracy
 AF6549;SPC FL E     -   354,810.      267,640.      MT  (+/- 180 meters Scaled)
 AF6549
 AF6549                          SUPERSEDED SURVEY CONTROL
 AF6549
 AF6549  NGVD 29 (??/??/92)    4.308  (m)           14.13   (f) ADJ UNCH    2 1
 AF6549
 AF6549.Superseded values are not recommended for survey control.
 AF6549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6549.See file dsdata.txt to determine how the superseded data were derived.
 AF6549
 AF6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL676458(NAD 83)
 AF6549_MARKER: DD = SURVEY DISK
 AF6549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6549_SP_SET: CONCRETE POST
 AF6549_STAMPING: 94 77 A36
 AF6549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6549+STABILITY: SURFACE MOTION
 AF6549
 AF6549  HISTORY     - Date     Condition        Report By
 AF6549  HISTORY     - 1978     MONUMENTED       FLDT
 AF6549  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6549  HISTORY     - 1989     GOOD             USPSQD
 AF6549
 AF6549                          STATION DESCRIPTION
 AF6549
 AF6549'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6549'5.3 MI NE FROM FORT PIERCE.
 AF6549'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6549'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A
 AF6549'FOR 5.3 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK BEARS
 AF6549'65.4 FEET WEST AND ACROSS STATE ROAD A1A FROM A POWERLINE BRACE
 AF6549'POLE, 26 FEET EAST NORTHEAST OF A POWER POLE, AND 15 FEET WEST
 AF6549'OF THE CENTERLINE OF STATE ROAD A1A.
 AF6549'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AF6549'FLORIDA DEPARTMENT OF TRANSPORTATION.6
 AF6549
 AF6549                          STATION RECOVERY (1988)
 AF6549
 AF6549'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6549'MARK NOT FOUND.
 AF6549
 AF6549                          STATION RECOVERY (1989)
 AF6549
 AF6549'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6548 ***********************************************************************
 AF6548  DESIGNATION -  94 77 A 36 RM 1 FLDT
 AF6548  PID         -  AF6548
 AF6548  STATE/COUNTY-  FL/ST LUCIE
 AF6548  USGS QUAD   -  INDRIO (1983)
 AF6548
 AF6548                         *CURRENT SURVEY CONTROL
 AF6548  ___________________________________________________________________
 AF6548* NAD 83(1986)-  27 32 04.     (N)    080 18 55.     (W)     SCALED    
 AF6548* NAVD 88     -         3.856  (meters)      12.65   (feet)  ADJUSTED  
 AF6548  ___________________________________________________________________
 AF6548  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6548  DYNAMIC HT  -           3.850 (meters)      12.63  (feet)  COMP
 AF6548  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AF6548
 AF6548  VERT ORDER  -  SECOND    CLASS I
 AF6548
 AF6548.The horizontal coordinates were scaled from a topographic map and have
 AF6548.an estimated accuracy of +/- 6 seconds.
 AF6548
 AF6548.The orthometric height was determined by differential leveling
 AF6548.and adjusted by the National Geodetic Survey in June 1991..
 AF6548
 AF6548.The geoid height was determined by GEOID03.
 AF6548
 AF6548.The dynamic height is computed by dividing the NAVD 88
 AF6548.geopotential number by the normal gravity value computed on the
 AF6548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6548.degrees latitude (g = 980.6199 gals.).
 AF6548
 AF6548.The modeled gravity was interpolated from observed gravity values.
 AF6548
 AF6548;                    North         East    Units  Estimated Accuracy
 AF6548;SPC FL E     -   354,810.      267,640.      MT  (+/- 180 meters Scaled)
 AF6548
 AF6548                          SUPERSEDED SURVEY CONTROL
 AF6548
 AF6548  NGVD 29 (??/??/92)    4.305  (m)           14.12   (f) ADJ UNCH    2 1
 AF6548
 AF6548.Superseded values are not recommended for survey control.
 AF6548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6548.See file dsdata.txt to determine how the superseded data were derived.
 AF6548
 AF6548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL676458(NAD 83)
 AF6548_MARKER: DD = SURVEY DISK
 AF6548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6548_SP_SET: 4X4 PRECAST
 AF6548_STAMPING: 94 77 A36 RM NO 1
 AF6548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6548+STABILITY: SURFACE MOTION
 AF6548
 AF6548  HISTORY     - Date     Condition        Report By
 AF6548  HISTORY     - 1978     MONUMENTED       FLDT
 AF6548  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6548  HISTORY     - 1989     GOOD             USPSQD
 AF6548
 AF6548                          STATION DESCRIPTION
 AF6548
 AF6548'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6548'5.3 MI NE FROM FORT PIERCE.
 AF6548'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6548'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6548'FOR 5.3 MILES TO A SAND TRAIL LEADING TO THE BEACH.  THE MARK
 AF6548'BEARS 34 FEET SOUTHEAST OF A POWER POLE , AND 21.5 FEET WEST OF THE
 AF6548'CENTERLINE OF STATE ROAD A1A.
 AF6548
 AF6548                          STATION RECOVERY (1988)
 AF6548
 AF6548'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6548'MARK NOT FOUND.
 AF6548
 AF6548                          STATION RECOVERY (1989)
 AF6548
 AF6548'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6550 ***********************************************************************
 AF6550  DESIGNATION -  94 77 A 36 RM 2 FLDT
 AF6550  PID         -  AF6550
 AF6550  STATE/COUNTY-  FL/ST LUCIE
 AF6550  USGS QUAD   -  INDRIO (1983)
 AF6550
 AF6550                         *CURRENT SURVEY CONTROL
 AF6550  ___________________________________________________________________
 AF6550* NAD 83(1986)-  27 32 04.     (N)    080 18 55.     (W)     SCALED    
 AF6550* NAVD 88     -         3.862  (meters)      12.67   (feet)  ADJUSTED  
 AF6550  ___________________________________________________________________
 AF6550  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6550  DYNAMIC HT  -           3.857 (meters)      12.65  (feet)  COMP
 AF6550  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AF6550
 AF6550  VERT ORDER  -  SECOND    CLASS I
 AF6550
 AF6550.The horizontal coordinates were scaled from a topographic map and have
 AF6550.an estimated accuracy of +/- 6 seconds.
 AF6550
 AF6550.The orthometric height was determined by differential leveling
 AF6550.and adjusted by the National Geodetic Survey in June 1991..
 AF6550
 AF6550.The geoid height was determined by GEOID03.
 AF6550
 AF6550.The dynamic height is computed by dividing the NAVD 88
 AF6550.geopotential number by the normal gravity value computed on the
 AF6550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6550.degrees latitude (g = 980.6199 gals.).
 AF6550
 AF6550.The modeled gravity was interpolated from observed gravity values.
 AF6550
 AF6550;                    North         East    Units  Estimated Accuracy
 AF6550;SPC FL E     -   354,810.      267,640.      MT  (+/- 180 meters Scaled)
 AF6550
 AF6550                          SUPERSEDED SURVEY CONTROL
 AF6550
 AF6550  NGVD 29 (??/??/92)    4.312  (m)           14.15   (f) ADJ UNCH    2 1
 AF6550
 AF6550.Superseded values are not recommended for survey control.
 AF6550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6550.See file dsdata.txt to determine how the superseded data were derived.
 AF6550
 AF6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL676458(NAD 83)
 AF6550_MARKER: DD = SURVEY DISK
 AF6550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6550_SP_SET: 4X4 PRECAST
 AF6550_STAMPING: 94 77 A36 RM NO 2
 AF6550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6550+STABILITY: SURFACE MOTION
 AF6550
 AF6550  HISTORY     - Date     Condition        Report By
 AF6550  HISTORY     - 1978     MONUMENTED       FLDT
 AF6550  HISTORY     - 1989     GOOD             USPSQD
 AF6550
 AF6550                          STATION DESCRIPTION
 AF6550
 AF6550'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6550'5.3 MI NE FROM FORT PIERCE.
 AF6550'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6550'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6550'FOR 5.3 MILES TO A SAND TRAIL LEADING TO THE BEACH.  THE MARK BEARS
 AF6550'20 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6550
 AF6550                          STATION RECOVERY (1989)
 AF6550
 AF6550'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6551 ***********************************************************************
 AF6551  DESIGNATION -  94 77 A 37 FLDT
 AF6551  PID         -  AF6551
 AF6551  STATE/COUNTY-  FL/ST LUCIE
 AF6551  USGS QUAD   -  INDRIO (1983)
 AF6551
 AF6551                         *CURRENT SURVEY CONTROL
 AF6551  ___________________________________________________________________
 AF6551* NAD 83(1986)-  27 32 35.     (N)    080 19 05.     (W)     SCALED    
 AF6551* NAVD 88     -         4.055  (meters)      13.30   (feet)  ADJUSTED  
 AF6551  ___________________________________________________________________
 AF6551  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6551  DYNAMIC HT  -           4.049 (meters)      13.28  (feet)  COMP
 AF6551  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 AF6551
 AF6551  VERT ORDER  -  SECOND    CLASS I
 AF6551
 AF6551.The horizontal coordinates were scaled from a topographic map and have
 AF6551.an estimated accuracy of +/- 6 seconds.
 AF6551
 AF6551.The orthometric height was determined by differential leveling
 AF6551.and adjusted by the National Geodetic Survey in June 1991..
 AF6551
 AF6551.The geoid height was determined by GEOID03.
 AF6551
 AF6551.The dynamic height is computed by dividing the NAVD 88
 AF6551.geopotential number by the normal gravity value computed on the
 AF6551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6551.degrees latitude (g = 980.6199 gals.).
 AF6551
 AF6551.The modeled gravity was interpolated from observed gravity values.
 AF6551
 AF6551;                    North         East    Units  Estimated Accuracy
 AF6551;SPC FL E     -   355,760.      267,360.      MT  (+/- 180 meters Scaled)
 AF6551
 AF6551                          SUPERSEDED SURVEY CONTROL
 AF6551
 AF6551  NGVD 29 (??/??/92)    4.503  (m)           14.77   (f) ADJ UNCH    2 1
 AF6551
 AF6551.Superseded values are not recommended for survey control.
 AF6551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6551.See file dsdata.txt to determine how the superseded data were derived.
 AF6551
 AF6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL673467(NAD 83)
 AF6551_MARKER: DD = SURVEY DISK
 AF6551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6551_SP_SET: CONCRETE POST
 AF6551_STAMPING: 94 77 A37
 AF6551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6551+STABILITY: SURFACE MOTION
 AF6551
 AF6551  HISTORY     - Date     Condition        Report By
 AF6551  HISTORY     - 1978     MONUMENTED       FLDT
 AF6551  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6551  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6551
 AF6551                          STATION DESCRIPTION
 AF6551
 AF6551'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6551'5.9 MI NORTH FROM FORT PIERCE.
 AF6551'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6551'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A
 AF6551'FOR 5.9 MILES TO A SAND ROAD LEADING TO THE BEACH. THE MARK BEARS
 AF6551'69.5  FEET NORTHEAST AND ACROSS STATE ROAD A1A FROM A POWER POLE,
 AF6551'22 FEET NORTH OF THE CENTERLINE OF THE SAND ROAD, AND 17.5 FEET
 AF6551'EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6551'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AF6551'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AF6551
 AF6551                          STATION RECOVERY (1988)
 AF6551
 AF6551'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6551'MARK NOT FOUND.
 AF6551
 AF6551                          STATION RECOVERY (1989)
 AF6551
 AF6551'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6552 ***********************************************************************
 AF6552  DESIGNATION -  94 77 A 37 RM 1 FLDT
 AF6552  PID         -  AF6552
 AF6552  STATE/COUNTY-  FL/ST LUCIE
 AF6552  USGS QUAD   -  INDRIO (1983)
 AF6552
 AF6552                         *CURRENT SURVEY CONTROL
 AF6552  ___________________________________________________________________
 AF6552* NAD 83(1986)-  27 32 35.     (N)    080 19 05.     (W)     SCALED    
 AF6552* NAVD 88     -         3.403  (meters)      11.16   (feet)  ADJUSTED  
 AF6552  ___________________________________________________________________
 AF6552  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6552  DYNAMIC HT  -           3.398 (meters)      11.15  (feet)  COMP
 AF6552  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 AF6552
 AF6552  VERT ORDER  -  SECOND    CLASS I
 AF6552
 AF6552.The horizontal coordinates were scaled from a topographic map and have
 AF6552.an estimated accuracy of +/- 6 seconds.
 AF6552
 AF6552.The orthometric height was determined by differential leveling
 AF6552.and adjusted by the National Geodetic Survey in June 1991..
 AF6552
 AF6552.The geoid height was determined by GEOID03.
 AF6552
 AF6552.The dynamic height is computed by dividing the NAVD 88
 AF6552.geopotential number by the normal gravity value computed on the
 AF6552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6552.degrees latitude (g = 980.6199 gals.).
 AF6552
 AF6552.The modeled gravity was interpolated from observed gravity values.
 AF6552
 AF6552;                    North         East    Units  Estimated Accuracy
 AF6552;SPC FL E     -   355,760.      267,360.      MT  (+/- 180 meters Scaled)
 AF6552
 AF6552                          SUPERSEDED SURVEY CONTROL
 AF6552
 AF6552  NGVD 29 (??/??/92)    3.852  (m)           12.64   (f) ADJ UNCH    2 1
 AF6552
 AF6552.Superseded values are not recommended for survey control.
 AF6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6552.See file dsdata.txt to determine how the superseded data were derived.
 AF6552
 AF6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL673467(NAD 83)
 AF6552_MARKER: DD = SURVEY DISK
 AF6552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6552_SP_SET: 4X4 PRECAST
 AF6552_STAMPING: 94 77 A37 RM NO 1
 AF6552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6552+STABILITY: SURFACE MOTION
 AF6552
 AF6552  HISTORY     - Date     Condition        Report By
 AF6552  HISTORY     - 1978     MONUMENTED       FLDT
 AF6552  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6552  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6552
 AF6552                          STATION DESCRIPTION
 AF6552
 AF6552'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6552'5.9 MI NORTH FROM FORT PIERCE.
 AF6552'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6552'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6552'FOR 5.9 MILES TO A SAND ROAD LEADING TO THE BEACH. THE MARK BEARS
 AF6552'47 FEET EAST OF THE CENTERLINE OF STATE ROAD A11A, AND 12.6 FEET
 AF6552'SOUTH OF THE CENTERLINE OF THE SAND ROAD.
 AF6552
 AF6552                          STATION RECOVERY (1988)
 AF6552
 AF6552'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6552'MARK NOT FOUND.
 AF6552
 AF6552                          STATION RECOVERY (1989)
 AF6552
 AF6552'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6553 ***********************************************************************
 AF6553  DESIGNATION -  94 77 A 37 RM 2 FLDT
 AF6553  PID         -  AF6553
 AF6553  STATE/COUNTY-  FL/ST LUCIE
 AF6553  USGS QUAD   -  INDRIO (1983)
 AF6553
 AF6553                         *CURRENT SURVEY CONTROL
 AF6553  ___________________________________________________________________
 AF6553* NAD 83(1986)-  27 32 35.     (N)    080 19 05.     (W)     SCALED    
 AF6553* NAVD 88     -         4.133  (meters)      13.56   (feet)  ADJUSTED  
 AF6553  ___________________________________________________________________
 AF6553  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF6553  DYNAMIC HT  -           4.127 (meters)      13.54  (feet)  COMP
 AF6553  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 AF6553
 AF6553  VERT ORDER  -  SECOND    CLASS I
 AF6553
 AF6553.The horizontal coordinates were scaled from a topographic map and have
 AF6553.an estimated accuracy of +/- 6 seconds.
 AF6553
 AF6553.The orthometric height was determined by differential leveling
 AF6553.and adjusted by the National Geodetic Survey in June 1991..
 AF6553
 AF6553.The geoid height was determined by GEOID03.
 AF6553
 AF6553.The dynamic height is computed by dividing the NAVD 88
 AF6553.geopotential number by the normal gravity value computed on the
 AF6553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6553.degrees latitude (g = 980.6199 gals.).
 AF6553
 AF6553.The modeled gravity was interpolated from observed gravity values.
 AF6553
 AF6553;                    North         East    Units  Estimated Accuracy
 AF6553;SPC FL E     -   355,760.      267,360.      MT  (+/- 180 meters Scaled)
 AF6553
 AF6553                          SUPERSEDED SURVEY CONTROL
 AF6553
 AF6553  NGVD 29 (??/??/92)    4.581  (m)           15.03   (f) ADJ UNCH    2 1
 AF6553
 AF6553.Superseded values are not recommended for survey control.
 AF6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6553.See file dsdata.txt to determine how the superseded data were derived.
 AF6553
 AF6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL673467(NAD 83)
 AF6553_MARKER: DD = SURVEY DISK
 AF6553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6553_SP_SET: 4X4 PRECAST
 AF6553_STAMPING: 94 77 A37 RM NO 2
 AF6553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6553+STABILITY: SURFACE MOTION
 AF6553
 AF6553  HISTORY     - Date     Condition        Report By
 AF6553  HISTORY     - 1978     MONUMENTED       FLDT
 AF6553  HISTORY     - 1989     GOOD             USPSQD
 AF6553
 AF6553                          STATION DESCRIPTION
 AF6553
 AF6553'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6553'5.9 MI NORTH FROM FORT PIERCE.
 AF6553'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6553'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6553'FOR 5.9 MILES TO A SAND ROAD LEADING TO THE BEACH. THE MARK BEARS
 AF6553'69 FEET NORTH OF THE CENTERLINE OF THE SAND ROAD AND 23.7 FEET EAST
 AF6553'OF THE CENTERLINE OF STATE ROAD A1A.
 AF6553
 AF6553                          STATION RECOVERY (1989)
 AF6553
 AF6553'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6555 ***********************************************************************
 AF6555  DESIGNATION -  94 77 A 38 FLDT
 AF6555  PID         -  AF6555
 AF6555  STATE/COUNTY-  FL/ST LUCIE
 AF6555  USGS QUAD   -  INDRIO (1983)
 AF6555
 AF6555                         *CURRENT SURVEY CONTROL
 AF6555  ___________________________________________________________________
 AF6555* NAD 83(1986)-  27 33 03.     (N)    080 19 14.     (W)     SCALED    
 AF6555* NAVD 88     -         4.976  (meters)      16.33   (feet)  ADJUSTED  
 AF6555  ___________________________________________________________________
 AF6555  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6555  DYNAMIC HT  -           4.968 (meters)      16.30  (feet)  COMP
 AF6555  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 AF6555
 AF6555  VERT ORDER  -  SECOND    CLASS I
 AF6555
 AF6555.The horizontal coordinates were scaled from a topographic map and have
 AF6555.an estimated accuracy of +/- 6 seconds.
 AF6555
 AF6555.The orthometric height was determined by differential leveling
 AF6555.and adjusted by the National Geodetic Survey in June 1991..
 AF6555
 AF6555.The geoid height was determined by GEOID03.
 AF6555
 AF6555.The dynamic height is computed by dividing the NAVD 88
 AF6555.geopotential number by the normal gravity value computed on the
 AF6555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6555.degrees latitude (g = 980.6199 gals.).
 AF6555
 AF6555.The modeled gravity was interpolated from observed gravity values.
 AF6555
 AF6555;                    North         East    Units  Estimated Accuracy
 AF6555;SPC FL E     -   356,620.      267,100.      MT  (+/- 180 meters Scaled)
 AF6555
 AF6555                          SUPERSEDED SURVEY CONTROL
 AF6555
 AF6555  NGVD 29 (??/??/92)    5.424  (m)           17.80   (f) ADJ UNCH    2 1
 AF6555
 AF6555.Superseded values are not recommended for survey control.
 AF6555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6555.See file dsdata.txt to determine how the superseded data were derived.
 AF6555
 AF6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL670476(NAD 83)
 AF6555_MARKER: DD = SURVEY DISK
 AF6555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6555_SP_SET: CONCRETE POST
 AF6555_STAMPING: 94 77 A38
 AF6555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6555+STABILITY: SURFACE MOTION
 AF6555
 AF6555  HISTORY     - Date     Condition        Report By
 AF6555  HISTORY     - 1978     MONUMENTED       FLDT
 AF6555  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6555
 AF6555                          STATION DESCRIPTION
 AF6555
 AF6555'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6555'6.5 MI NORTH FROM FORT PIERCE.
 AF6555'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6555'INDIAN RIVER IN FORT PIERCE, GO NORTH EASTERLY ON STATE ROAD A1A
 AF6555'FOR 6.5 MILES TO A SAND DRIVEWAY LEADING EAST. THE MARK BEARS 30
 AF6555'FEET NORTH NORTHWEST OF THE CENTERLINE OF THE SAND DRIVEWAY, AND
 AF6555'17.3 FEET EAST NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6555'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AF6555'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AF6555
 AF6555                          STATION RECOVERY (1989)
 AF6555
 AF6555'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6554 ***********************************************************************
 AF6554  DESIGNATION -  94 77 A 38 RM 1 FLDT
 AF6554  PID         -  AF6554
 AF6554  STATE/COUNTY-  FL/ST LUCIE
 AF6554  USGS QUAD   -  INDRIO (1983)
 AF6554
 AF6554                         *CURRENT SURVEY CONTROL
 AF6554  ___________________________________________________________________
 AF6554* NAD 83(1986)-  27 33 03.     (N)    080 19 14.     (W)     SCALED    
 AF6554* NAVD 88     -         4.830  (meters)      15.85   (feet)  ADJUSTED  
 AF6554  ___________________________________________________________________
 AF6554  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6554  DYNAMIC HT  -           4.823 (meters)      15.82  (feet)  COMP
 AF6554  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 AF6554
 AF6554  VERT ORDER  -  SECOND    CLASS I
 AF6554
 AF6554.The horizontal coordinates were scaled from a topographic map and have
 AF6554.an estimated accuracy of +/- 6 seconds.
 AF6554
 AF6554.The orthometric height was determined by differential leveling
 AF6554.and adjusted by the National Geodetic Survey in June 1991..
 AF6554
 AF6554.The geoid height was determined by GEOID03.
 AF6554
 AF6554.The dynamic height is computed by dividing the NAVD 88
 AF6554.geopotential number by the normal gravity value computed on the
 AF6554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6554.degrees latitude (g = 980.6199 gals.).
 AF6554
 AF6554.The modeled gravity was interpolated from observed gravity values.
 AF6554
 AF6554;                    North         East    Units  Estimated Accuracy
 AF6554;SPC FL E     -   356,620.      267,100.      MT  (+/- 180 meters Scaled)
 AF6554
 AF6554                          SUPERSEDED SURVEY CONTROL
 AF6554
 AF6554  NGVD 29 (??/??/92)    5.278  (m)           17.32   (f) ADJ UNCH    2 1
 AF6554
 AF6554.Superseded values are not recommended for survey control.
 AF6554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6554.See file dsdata.txt to determine how the superseded data were derived.
 AF6554
 AF6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL670476(NAD 83)
 AF6554_MARKER: DD = SURVEY DISK
 AF6554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6554_SP_SET: 4X4 PRECAST
 AF6554_STAMPING: 94 77 A38 RM NO 1
 AF6554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6554+STABILITY: SURFACE MOTION
 AF6554
 AF6554  HISTORY     - Date     Condition        Report By
 AF6554  HISTORY     - 1978     MONUMENTED       FLDT
 AF6554  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6554  HISTORY     - 1989     GOOD             USPSQD
 AF6554  HISTORY     - 20010405 GOOD             USPSQD
 AF6554  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AF6554
 AF6554                          STATION DESCRIPTION
 AF6554
 AF6554'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6554'6.5 MI NORTH FROM FORT PIERCE.
 AF6554'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6554'INDIAN RIVER  IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A
 AF6554'FOR 6.5 MILES TO A SAND DRIVEWAY LEADING EAST. THE MARK BEARS
 AF6554'23.9 FEET EAST NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AF6554'18.8 FEET SOUTH SOUTHEAST OF THE CENTERLINE OF THE SAND DRIVEWAY.
 AF6554
 AF6554                          STATION RECOVERY (1988)
 AF6554
 AF6554'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6554'MARK NOT FOUND.
 AF6554
 AF6554                          STATION RECOVERY (1989)
 AF6554
 AF6554'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6554'RECOVERED IN GOOD CONDITION.
 AF6554
 AF6554                          STATION RECOVERY (2001)
 AF6554
 AF6554'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6554'STATION NUMBER IS 9477 A 37 ( NOT 38 )
 AF6554'STATION IS 6.5 MILES NORTH ON A1A FROM JUNCTION WITH US1
 AF6554
 AF6554                          STATION RECOVERY (2003)
 AF6554
 AF6554'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6554'WITH THE ASSISTANCE OF DGPS WE WENT TO THE POSITION AS INDICATED ON
 AF6554'YOUR REPORT. MARKER NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6556 ***********************************************************************
 AF6556  DESIGNATION -  94 77 A 38 RM 2 FLDT
 AF6556  PID         -  AF6556
 AF6556  STATE/COUNTY-  FL/ST LUCIE
 AF6556  USGS QUAD   -  INDRIO (1983)
 AF6556
 AF6556                         *CURRENT SURVEY CONTROL
 AF6556  ___________________________________________________________________
 AF6556* NAD 83(1986)-  27 33 03.     (N)    080 19 14.     (W)     SCALED    
 AF6556* NAVD 88     -         5.120  (meters)      16.80   (feet)  ADJUSTED  
 AF6556  ___________________________________________________________________
 AF6556  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AF6556  DYNAMIC HT  -           5.113 (meters)      16.77  (feet)  COMP
 AF6556  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 AF6556
 AF6556  VERT ORDER  -  SECOND    CLASS I
 AF6556
 AF6556.The horizontal coordinates were scaled from a topographic map and have
 AF6556.an estimated accuracy of +/- 6 seconds.
 AF6556
 AF6556.The orthometric height was determined by differential leveling
 AF6556.and adjusted by the National Geodetic Survey in June 1991..
 AF6556
 AF6556.The geoid height was determined by GEOID03.
 AF6556
 AF6556.The dynamic height is computed by dividing the NAVD 88
 AF6556.geopotential number by the normal gravity value computed on the
 AF6556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6556.degrees latitude (g = 980.6199 gals.).
 AF6556
 AF6556.The modeled gravity was interpolated from observed gravity values.
 AF6556
 AF6556;                    North         East    Units  Estimated Accuracy
 AF6556;SPC FL E     -   356,620.      267,100.      MT  (+/- 180 meters Scaled)
 AF6556
 AF6556                          SUPERSEDED SURVEY CONTROL
 AF6556
 AF6556  NGVD 29 (??/??/92)    5.569  (m)           18.27   (f) ADJ UNCH    2 1
 AF6556
 AF6556.Superseded values are not recommended for survey control.
 AF6556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6556.See file dsdata.txt to determine how the superseded data were derived.
 AF6556
 AF6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL670476(NAD 83)
 AF6556_MARKER: DD = SURVEY DISK
 AF6556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6556_SP_SET: 4X4 PRECAST
 AF6556_STAMPING: 94 77 A38 RM NO 2
 AF6556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6556+STABILITY: SURFACE MOTION
 AF6556
 AF6556  HISTORY     - Date     Condition        Report By
 AF6556  HISTORY     - 1978     MONUMENTED       FLDT
 AF6556  HISTORY     - 198811   MARK NOT FOUND   USPSQD
 AF6556  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6556  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AF6556
 AF6556                          STATION DESCRIPTION
 AF6556
 AF6556'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6556'6.5 MI NORTH FROM FORT PIERCE.
 AF6556'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6556'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6556'6.5 MILES TO A SAND DRIVEWAY LEADING EAST. THE MARK BEARS 94.5 FEET
 AF6556'NORTH NORTHWEST OF THE CENTERLINE OF THE SAND DRIVEWAY AND 16.2 FEET
 AF6556'EAST NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AF6556
 AF6556                          STATION RECOVERY (1988)
 AF6556
 AF6556'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6556'MARK NOT FOUND.
 AF6556
 AF6556                          STATION RECOVERY (1989)
 AF6556
 AF6556'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6556'MARK NOT FOUND.
 AF6556
 AF6556                          STATION RECOVERY (2003)
 AF6556
 AF6556'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF6556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6558 ***********************************************************************
 AF6558  DESIGNATION -  94 77 A 39
 AF6558  PID         -  AF6558
 AF6558  STATE/COUNTY-  FL/INDIAN RIVER
 AF6558  USGS QUAD   -  INDRIO (1983)
 AF6558
 AF6558                         *CURRENT SURVEY CONTROL
 AF6558  ___________________________________________________________________
 AF6558* NAD 83(1999)-  27 33 38.01303(N)    080 19 27.87407(W)     ADJUSTED  
 AF6558* NAVD 88     -         4.555  (meters)      14.94   (feet)  ADJUSTED  
 AF6558  ___________________________________________________________________
 AF6558  X           -     951,003.410 (meters)                     COMP
 AF6558  Y           -  -5,577,906.358 (meters)                     COMP
 AF6558  Z           -   2,933,410.379 (meters)                     COMP
 AF6558  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AF6558  ELLIP HEIGHT-         -23.16  (meters)          (06/19/01) GPS OBS
 AF6558  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6558  DYNAMIC HT  -           4.548 (meters)      14.92  (feet)  COMP
 AF6558  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 AF6558
 AF6558  HORZ ORDER  -  FIRST
 AF6558  VERT ORDER  -  SECOND    CLASS I
 AF6558  ELLP ORDER  -  FOURTH    CLASS I
 AF6558
 AF6558.The horizontal coordinates were established by GPS observations
 AF6558.and adjusted by the National Geodetic Survey in June 2001..
 AF6558
 AF6558.The orthometric height was determined by differential leveling
 AF6558.and adjusted by the National Geodetic Survey in June 1991..
 AF6558
 AF6558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6558
 AF6558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6558
 AF6558.The ellipsoidal height was determined by GPS observations
 AF6558.and is referenced to NAD 83.
 AF6558
 AF6558.The geoid height was determined by GEOID03.
 AF6558
 AF6558.The dynamic height is computed by dividing the NAVD 88
 AF6558.geopotential number by the normal gravity value computed on the
 AF6558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6558.degrees latitude (g = 980.6199 gals.).
 AF6558
 AF6558.The modeled gravity was interpolated from observed gravity values.
 AF6558
 AF6558;                    North         East     Units Scale Factor Converg.
 AF6558;SPC FL E     -   357,696.809   266,716.937   MT  0.99999610   +0 18 45.4
 AF6558;SPC FL E     - 1,173,543.61    875,053.82   sFT  0.99999610   +0 18 45.4
 AF6558;UTM  17      - 3,048,706.746   566,694.173   MT  0.99965490   +0 18 45.4
 AF6558
 AF6558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6558!SPC FL E     -   1.00000364  x   0.99999610  =   0.99999974
 AF6558!UTM  17      -   1.00000364  x   0.99965490  =   0.99965854
 AF6558
 AF6558:                Primary Azimuth Mark                     Grid Az
 AF6558:SPC FL E     -  94 77 A 40                               340 00 45.5
 AF6558:UTM  17      -  94 77 A 40                               340 00 45.5
 AF6558
 AF6558|---------------------------------------------------------------------|
 AF6558| PID    Reference Object                     Distance      Geod. Az  |
 AF6558|                                                           dddmmss.s |
 AF6558| AF6562 94 77 A 40                          APPROX. 0.8 KM 3401930.9 |
 AF6558|---------------------------------------------------------------------|
 AF6558
 AF6558                          SUPERSEDED SURVEY CONTROL
 AF6558
 AF6558  NAD 83(1990)-  27 33 38.01209(N)    080 19 27.87460(W) AD(       ) 1
 AF6558  ELLIP H (06/26/95)  -23.09   (m)                       GP(       ) 3 1
 AF6558  NAVD 88 (06/26/95)    4.55   (m)           14.9    (f) LEVELING    3  
 AF6558  NGVD 29 (??/??/92)    5.003  (m)           16.41   (f) ADJ UNCH    2 1
 AF6558
 AF6558.Superseded values are not recommended for survey control.
 AF6558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6558.See file dsdata.txt to determine how the superseded data were derived.
 AF6558
 AF6558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6669448707(NAD 83)
 AF6558_MARKER: DD = SURVEY DISK
 AF6558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6558_SP_SET: CONCRETE POST
 AF6558_STAMPING: 94 77 A39
 AF6558_MARK LOGO: FLDNR 
 AF6558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6558+STABILITY: SURFACE MOTION
 AF6558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6558+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1994
 AF6558
 AF6558  HISTORY     - Date     Condition        Report By
 AF6558  HISTORY     - 1978     MONUMENTED       FLDT
 AF6558  HISTORY     - 1988     GOOD             USPSQD
 AF6558  HISTORY     - 1989     GOOD             USPSQD
 AF6558  HISTORY     - 19940930 GOOD             GCYI
 AF6558
 AF6558                          STATION DESCRIPTION
 AF6558
 AF6558'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6558'7.2 MI NORTH FROM FORT PIERCE.
 AF6558'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6558'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6558'7 MILES TO THE ST LUCIE/INDIAN RIVER COUNTY LINE. CONTINUE NORTHERLY
 AF6558'ON STATE ROAD A1A FOR 0.2 MILE. THE MARK BEARS 28.6 FEET WEST OF THE
 AF6558'CENTERLINE OF STATE ROAD A1A AND 19.1 FEET EAST OF THE APPROXIMATE
 AF6558'CENTERLINE OF A SAND TRAIL.
 AF6558
 AF6558                          STATION RECOVERY (1988)
 AF6558
 AF6558'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6558'RECOVERED IN GOOD CONDITION.
 AF6558
 AF6558                          STATION RECOVERY (1989)
 AF6558
 AF6558'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6558'RECOVERED IN GOOD CONDITION.
 AF6558
 AF6558                          STATION RECOVERY (1994)
 AF6558
 AF6558'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (MRL)
 AF6558'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6557 ***********************************************************************
 AF6557  DESIGNATION -  94 77 A 39 RM 1 FLDT
 AF6557  PID         -  AF6557
 AF6557  STATE/COUNTY-  FL/INDIAN RIVER
 AF6557  USGS QUAD   -  INDRIO (1983)
 AF6557
 AF6557                         *CURRENT SURVEY CONTROL
 AF6557  ___________________________________________________________________
 AF6557* NAD 83(1986)-  27 33 38.     (N)    080 19 28.     (W)     SCALED    
 AF6557* NAVD 88     -         4.105  (meters)      13.47   (feet)  ADJUSTED  
 AF6557  ___________________________________________________________________
 AF6557  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6557  DYNAMIC HT  -           4.099 (meters)      13.45  (feet)  COMP
 AF6557  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 AF6557
 AF6557  VERT ORDER  -  SECOND    CLASS I
 AF6557
 AF6557.The horizontal coordinates were scaled from a topographic map and have
 AF6557.an estimated accuracy of +/- 6 seconds.
 AF6557
 AF6557.The orthometric height was determined by differential leveling
 AF6557.and adjusted by the National Geodetic Survey in June 1991..
 AF6557
 AF6557.The geoid height was determined by GEOID03.
 AF6557
 AF6557.The dynamic height is computed by dividing the NAVD 88
 AF6557.geopotential number by the normal gravity value computed on the
 AF6557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6557.degrees latitude (g = 980.6199 gals.).
 AF6557
 AF6557.The modeled gravity was interpolated from observed gravity values.
 AF6557
 AF6557;                    North         East    Units  Estimated Accuracy
 AF6557;SPC FL E     -   357,700.      266,710.      MT  (+/- 180 meters Scaled)
 AF6557
 AF6557                          SUPERSEDED SURVEY CONTROL
 AF6557
 AF6557  NGVD 29 (??/??/92)    4.553  (m)           14.94   (f) ADJ UNCH    2 1
 AF6557
 AF6557.Superseded values are not recommended for survey control.
 AF6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6557.See file dsdata.txt to determine how the superseded data were derived.
 AF6557
 AF6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL666487(NAD 83)
 AF6557_MARKER: DD = SURVEY DISK
 AF6557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6557_SP_SET: 4X4 PRECAST
 AF6557_STAMPING: 94 77 A39 RM NO 1
 AF6557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6557+STABILITY: SURFACE MOTION
 AF6557
 AF6557  HISTORY     - Date     Condition        Report By
 AF6557  HISTORY     - 1978     MONUMENTED       FLDT
 AF6557  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6557  HISTORY     - 1989     GOOD             USPSQD
 AF6557  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6557  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6557
 AF6557                          STATION DESCRIPTION
 AF6557
 AF6557'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6557'7.2 MI NE FROM FORT PIERCE.
 AF6557'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6557'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6557'7 MILES TO THE ST LUCIE/INDIAN RIVER COUNTY LINE. CONTINUE NORTHERLY
 AF6557'ON STATE ROAD A1A FOR 0.2 MILE. THE MARK BEARS 37.5 FEET WEST OF THE
 AF6557'CENTERLINE OF STATE ROAD A1A.
 AF6557
 AF6557                          STATION RECOVERY (1988)
 AF6557
 AF6557'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6557'MARK NOT FOUND.
 AF6557
 AF6557                          STATION RECOVERY (1989)
 AF6557
 AF6557'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6557'RECOVERED IN GOOD CONDITION.
 AF6557
 AF6557                          STATION RECOVERY (1994)
 AF6557
 AF6557'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6557'MARK NOT FOUND.
 AF6557
 AF6557                          STATION RECOVERY (1996)
 AF6557
 AF6557'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6559 ***********************************************************************
 AF6559  DESIGNATION -  94 77 A 39 RM 2 FLDT
 AF6559  PID         -  AF6559
 AF6559  STATE/COUNTY-  FL/INDIAN RIVER
 AF6559  USGS QUAD   -  INDRIO (1983)
 AF6559
 AF6559                         *CURRENT SURVEY CONTROL
 AF6559  ___________________________________________________________________
 AF6559* NAD 83(1986)-  27 33 38.     (N)    080 19 28.     (W)     SCALED    
 AF6559* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 AF6559  ___________________________________________________________________
 AF6559  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF6559  DYNAMIC HT  -           4.296 (meters)      14.09  (feet)  COMP
 AF6559  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 AF6559
 AF6559  VERT ORDER  -  SECOND    CLASS I
 AF6559
 AF6559.The horizontal coordinates were scaled from a topographic map and have
 AF6559.an estimated accuracy of +/- 6 seconds.
 AF6559
 AF6559.The orthometric height was determined by differential leveling
 AF6559.and adjusted by the National Geodetic Survey in June 1991..
 AF6559
 AF6559.The geoid height was determined by GEOID03.
 AF6559
 AF6559.The dynamic height is computed by dividing the NAVD 88
 AF6559.geopotential number by the normal gravity value computed on the
 AF6559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6559.degrees latitude (g = 980.6199 gals.).
 AF6559
 AF6559.The modeled gravity was interpolated from observed gravity values.
 AF6559
 AF6559;                    North         East    Units  Estimated Accuracy
 AF6559;SPC FL E     -   357,700.      266,710.      MT  (+/- 180 meters Scaled)
 AF6559
 AF6559                          SUPERSEDED SURVEY CONTROL
 AF6559
 AF6559  NGVD 29 (??/??/92)    4.751  (m)           15.59   (f) ADJ UNCH    2 1
 AF6559
 AF6559.Superseded values are not recommended for survey control.
 AF6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6559.See file dsdata.txt to determine how the superseded data were derived.
 AF6559
 AF6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL666487(NAD 83)
 AF6559_MARKER: DD = SURVEY DISK
 AF6559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6559_SP_SET: 4X4 PRECAST
 AF6559_STAMPING: 94 77 A39 RM NO 2
 AF6559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6559+STABILITY: SURFACE MOTION
 AF6559
 AF6559  HISTORY     - Date     Condition        Report By
 AF6559  HISTORY     - 1978     MONUMENTED       FLDT
 AF6559  HISTORY     - 1988     GOOD             USPSQD
 AF6559  HISTORY     - 1989     GOOD             USPSQD
 AF6559  HISTORY     - 19940517 GOOD             USPSQD
 AF6559  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6559
 AF6559                          STATION DESCRIPTION
 AF6559
 AF6559'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6559'7.2 MI NORTH FROM FORT PIERCE.
 AF6559'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6559'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6559'7 MILES TO THE ST LUCIE/INDIAN RIVER COUNTY LINE. CONTINUE NORTHERLY
 AF6559'ON STATE ROAD A1A FOR 0.2 MILE. THE MARK BEARS 38.2 FEET WEST OF THE
 AF6559'CENTERLINE OF STATE ROAD A1A.
 AF6559
 AF6559                          STATION RECOVERY (1988)
 AF6559
 AF6559'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6559'RECOVERED IN GOOD CONDITION.
 AF6559
 AF6559                          STATION RECOVERY (1989)
 AF6559
 AF6559'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6559'RECOVERED IN GOOD CONDITION.
 AF6559
 AF6559                          STATION RECOVERY (1994)
 AF6559
 AF6559'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6559'RECOVERED IN GOOD CONDITION.
 AF6559
 AF6559                          STATION RECOVERY (1996)
 AF6559
 AF6559'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6562 ***********************************************************************
 AF6562  DESIGNATION -  94 77 A 40
 AF6562  PID         -  AF6562
 AF6562  STATE/COUNTY-  FL/INDIAN RIVER
 AF6562  USGS QUAD   -  INDRIO (1983)
 AF6562
 AF6562                         *CURRENT SURVEY CONTROL
 AF6562  ___________________________________________________________________
 AF6562* NAD 83(1999)-  27 34 02.80179(N)    080 19 37.81994(W)     ADJUSTED  
 AF6562* NAVD 88     -         0.749  (meters)       2.46   (feet)  ADJUSTED  
 AF6562  ___________________________________________________________________
 AF6562  X           -     950,674.558 (meters)                     COMP
 AF6562  Y           -  -5,577,600.833 (meters)                     COMP
 AF6562  Z           -   2,934,085.043 (meters)                     COMP
 AF6562  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AF6562  ELLIP HEIGHT-         -26.95  (meters)          (05/31/01) GPS OBS
 AF6562  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AF6562  DYNAMIC HT  -           0.748 (meters)       2.45  (feet)  COMP
 AF6562  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 AF6562
 AF6562  HORZ ORDER  -  FIRST
 AF6562  VERT ORDER  -  SECOND    CLASS I
 AF6562  ELLP ORDER  -  FOURTH    CLASS I
 AF6562
 AF6562.The horizontal coordinates were established by GPS observations
 AF6562.and adjusted by the National Geodetic Survey in May 2001..
 AF6562
 AF6562.The orthometric height was determined by differential leveling
 AF6562.and adjusted by the National Geodetic Survey in June 1991..
 AF6562
 AF6562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6562
 AF6562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6562
 AF6562.The ellipsoidal height was determined by GPS observations
 AF6562.and is referenced to NAD 83.
 AF6562
 AF6562.The geoid height was determined by GEOID03.
 AF6562
 AF6562.The dynamic height is computed by dividing the NAVD 88
 AF6562.geopotential number by the normal gravity value computed on the
 AF6562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6562.degrees latitude (g = 980.6199 gals.).
 AF6562
 AF6562.The modeled gravity was interpolated from observed gravity values.
 AF6562
 AF6562;                    North         East     Units Scale Factor Converg.
 AF6562;SPC FL E     -   358,458.338   266,439.953   MT  0.99999564   +0 18 41.0
 AF6562;SPC FL E     - 1,176,042.06    874,145.08   sFT  0.99999564   +0 18 41.0
 AF6562;UTM  17      - 3,049,468.015   566,417.284   MT  0.99965445   +0 18 41.0
 AF6562
 AF6562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6562!SPC FL E     -   1.00000423  x   0.99999564  =   0.99999987
 AF6562!UTM  17      -   1.00000423  x   0.99965445  =   0.99965868
 AF6562
 AF6562:                Primary Azimuth Mark                     Grid Az
 AF6562:SPC FL E     -  94 77 A 39                               160 00 45.2
 AF6562:UTM  17      -  94 77 A 39                               160 00 45.2
 AF6562
 AF6562|---------------------------------------------------------------------|
 AF6562| PID    Reference Object                     Distance      Geod. Az  |
 AF6562|                                                           dddmmss.s |
 AF6562| AF6558 94 77 A 39                          APPROX. 0.8 KM 1601926.2 |
 AF6562|---------------------------------------------------------------------|
 AF6562
 AF6562                          SUPERSEDED SURVEY CONTROL
 AF6562
 AF6562  NAD 83(1990)-  27 34 02.80089(N)    080 19 37.82055(W) AD(       ) 1
 AF6562  ELLIP H (06/26/95)  -26.90   (m)                       GP(       ) 3 1
 AF6562  NAVD 88 (06/26/95)    0.75   (m)            2.5    (f) LEVELING    3  
 AF6562  NGVD 29 (??/??/92)    1.198  (m)            3.93   (f) ADJ UNCH    2 1
 AF6562
 AF6562.Superseded values are not recommended for survey control.
 AF6562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6562.See file dsdata.txt to determine how the superseded data were derived.
 AF6562
 AF6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6641749468(NAD 83)
 AF6562_MARKER: DD = SURVEY DISK
 AF6562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6562_SP_SET: CONCRETE POST
 AF6562_STAMPING: 94 77 A 40
 AF6562_MARK LOGO: FLDT  
 AF6562_PROJECTION: FLUSH
 AF6562_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF6562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6562+STABILITY: SURFACE MOTION
 AF6562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6562+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1998
 AF6562
 AF6562  HISTORY     - Date     Condition        Report By
 AF6562  HISTORY     - 1978     MONUMENTED       FLDT
 AF6562  HISTORY     - 1988     GOOD             USPSQD
 AF6562  HISTORY     - 1989     GOOD             USPSQD
 AF6562  HISTORY     - 19940930 GOOD             GCYI
 AF6562  HISTORY     - 19980624 GOOD             GCYI
 AF6562
 AF6562                          STATION DESCRIPTION
 AF6562
 AF6562'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6562'7.7 MI NORTH FROM FORT PIERCE.
 AF6562'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6562'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6562'7 MILES TO THE ST LUCIE/INDIAN RIVER COUNTY LINE. CONTINUE NORTHERLY
 AF6562'ON STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 45.8 FEET NORTHWEST OF
 AF6562'THE CENTERLINE OF THE JUNCTION OF STATE ROAD A1A AND A SAND DRIVE
 AF6562'LEADING EAST, 34 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AF6562'12.2 FEET EAST OF A POWER POLE.
 AF6562'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AF6562'DEPARTMENT OF TRANSPORTATION.
 AF6562
 AF6562                          STATION RECOVERY (1988)
 AF6562
 AF6562'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6562'RECOVERED IN GOOD CONDITION.
 AF6562
 AF6562                          STATION RECOVERY (1989)
 AF6562
 AF6562'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6562'RECOVERED IN GOOD CONDITION.
 AF6562
 AF6562                          STATION RECOVERY (1994)
 AF6562
 AF6562'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (MRL)
 AF6562'RECOVERED AS DESCRIBED.
 AF6562
 AF6562                          STATION RECOVERY (1998)
 AF6562
 AF6562'RECOVERY NOTE BY G.C.Y., INCORPORATED 1998 (PA)
 AF6562'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6561 ***********************************************************************
 AF6561  DESIGNATION -  94 77 A 40 RM 1 FLDT
 AF6561  PID         -  AF6561
 AF6561  STATE/COUNTY-  FL/INDIAN RIVER
 AF6561  USGS QUAD   -  INDRIO (1983)
 AF6561
 AF6561                         *CURRENT SURVEY CONTROL
 AF6561  ___________________________________________________________________
 AF6561* NAD 83(1986)-  27 34 03.     (N)    080 19 38.     (W)     SCALED    
 AF6561* NAVD 88     -         0.631  (meters)       2.07   (feet)  ADJUSTED  
 AF6561  ___________________________________________________________________
 AF6561  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AF6561  DYNAMIC HT  -           0.630 (meters)       2.07  (feet)  COMP
 AF6561  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 AF6561
 AF6561  VERT ORDER  -  SECOND    CLASS I
 AF6561
 AF6561.The horizontal coordinates were scaled from a topographic map and have
 AF6561.an estimated accuracy of +/- 6 seconds.
 AF6561
 AF6561.The orthometric height was determined by differential leveling
 AF6561.and adjusted by the National Geodetic Survey in June 1991..
 AF6561
 AF6561.The geoid height was determined by GEOID03.
 AF6561
 AF6561.The dynamic height is computed by dividing the NAVD 88
 AF6561.geopotential number by the normal gravity value computed on the
 AF6561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6561.degrees latitude (g = 980.6199 gals.).
 AF6561
 AF6561.The modeled gravity was interpolated from observed gravity values.
 AF6561
 AF6561;                    North         East    Units  Estimated Accuracy
 AF6561;SPC FL E     -   358,460.      266,440.      MT  (+/- 180 meters Scaled)
 AF6561
 AF6561                          SUPERSEDED SURVEY CONTROL
 AF6561
 AF6561  NGVD 29 (??/??/92)    1.080  (m)            3.54   (f) ADJ UNCH    2 1
 AF6561
 AF6561.Superseded values are not recommended for survey control.
 AF6561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6561.See file dsdata.txt to determine how the superseded data were derived.
 AF6561
 AF6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL664494(NAD 83)
 AF6561_MARKER: DD = SURVEY DISK
 AF6561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6561_SP_SET: 4X4 PRECAST
 AF6561_STAMPING: 94 77 A40 RM NO 1
 AF6561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6561+STABILITY: SURFACE MOTION
 AF6561
 AF6561  HISTORY     - Date     Condition        Report By
 AF6561  HISTORY     - 1978     MONUMENTED       FLDT
 AF6561  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6561  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6561  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6561  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 AF6561
 AF6561                          STATION DESCRIPTION
 AF6561
 AF6561'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6561'7.7 MI NORTH FROM FORT PIERCE.
 AF6561'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6561'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6561'7 MILES TO THE ST LUCIE/INDIAN RIVER COUNTY LINE. CONTINUE NORTHERLY
 AF6561'ON STATE ROAD A1A FOR FOR 0.7 MILE. THE MARK BEARS 39.5 FEET WEST OF
 AF6561'THE CENTERLINE OF STATE ROAD A1A.
 AF6561
 AF6561                          STATION RECOVERY (1988)
 AF6561
 AF6561'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6561'MARK NOT FOUND.
 AF6561
 AF6561                          STATION RECOVERY (1989)
 AF6561
 AF6561'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6561'MARK NOT FOUND.
 AF6561
 AF6561                          STATION RECOVERY (1994)
 AF6561
 AF6561'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6561'MARK NOT FOUND.
 AF6561
 AF6561                          STATION RECOVERY (1996)
 AF6561
 AF6561'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6563 ***********************************************************************
 AF6563  DESIGNATION -  94 77 A 40 RM 2 FLDT
 AF6563  PID         -  AF6563
 AF6563  STATE/COUNTY-  FL/INDIAN RIVER
 AF6563  USGS QUAD   -  INDRIO (1983)
 AF6563
 AF6563                         *CURRENT SURVEY CONTROL
 AF6563  ___________________________________________________________________
 AF6563* NAD 83(1986)-  27 34 03.     (N)    080 19 38.     (W)     SCALED    
 AF6563* NAVD 88     -         0.722  (meters)       2.37   (feet)  ADJUSTED  
 AF6563  ___________________________________________________________________
 AF6563  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AF6563  DYNAMIC HT  -           0.721 (meters)       2.37  (feet)  COMP
 AF6563  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 AF6563
 AF6563  VERT ORDER  -  SECOND    CLASS I
 AF6563
 AF6563.The horizontal coordinates were scaled from a topographic map and have
 AF6563.an estimated accuracy of +/- 6 seconds.
 AF6563
 AF6563.The orthometric height was determined by differential leveling
 AF6563.and adjusted by the National Geodetic Survey in June 1991..
 AF6563
 AF6563.The geoid height was determined by GEOID03.
 AF6563
 AF6563.The dynamic height is computed by dividing the NAVD 88
 AF6563.geopotential number by the normal gravity value computed on the
 AF6563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6563.degrees latitude (g = 980.6199 gals.).
 AF6563
 AF6563.The modeled gravity was interpolated from observed gravity values.
 AF6563
 AF6563;                    North         East    Units  Estimated Accuracy
 AF6563;SPC FL E     -   358,460.      266,440.      MT  (+/- 180 meters Scaled)
 AF6563
 AF6563                          SUPERSEDED SURVEY CONTROL
 AF6563
 AF6563  NGVD 29 (??/??/92)    1.170  (m)            3.84   (f) ADJ UNCH    2 1
 AF6563
 AF6563.Superseded values are not recommended for survey control.
 AF6563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6563.See file dsdata.txt to determine how the superseded data were derived.
 AF6563
 AF6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL664494(NAD 83)
 AF6563_MARKER: DD = SURVEY DISK
 AF6563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6563_SP_SET: 4X4 PRECAST
 AF6563_STAMPING: 94 77 A40 RM NO 2
 AF6563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6563+STABILITY: SURFACE MOTION
 AF6563
 AF6563  HISTORY     - Date     Condition        Report By
 AF6563  HISTORY     - 1978     MONUMENTED       FLDT
 AF6563  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6563  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6563  HISTORY     - 19940517 MARK NOT FOUND   USPSQD
 AF6563
 AF6563                          STATION DESCRIPTION
 AF6563
 AF6563'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF6563'7.7 MI NORTH FROM FORT PIERCE.
 AF6563'BEGINNING AT THE EAST END OF THE NORTH BEACH CAUSEWAY BRIDGE OVER
 AF6563'INDIAN RIVER IN FORT PIERCE, GO NORTHEASTERLY ON STATE ROAD A1A FOR
 AF6563'7 MILES TO THE ST LUCIE/INDIAN RIVER COUNTY LINE. CONTINUE NORTHERLY
 AF6563'ON STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 37 FEET WEST OF THE
 AF6563'CENTERLINE OF STATE ROAD A1A AND 14 FEET SOUTHEAST OF A POWER POLE.
 AF6563
 AF6563                          STATION RECOVERY (1988)
 AF6563
 AF6563'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6563'MARK NOT FOUND.
 AF6563
 AF6563                          STATION RECOVERY (1989)
 AF6563
 AF6563'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6563'MARK NOT FOUND.
 AF6563
 AF6563                          STATION RECOVERY (1994)
 AF6563
 AF6563'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7702 ***********************************************************************
 AF7702  DESIGNATION -  94 91 A1
 AF7702  PID         -  AF7702
 AF7702  STATE/COUNTY-  FL/ST LUCIE
 AF7702  USGS QUAD   -  FORT PIERCE SW (1953)
 AF7702
 AF7702                         *CURRENT SURVEY CONTROL
 AF7702  ___________________________________________________________________
 AF7702* NAD 83(1999)-  27 20 40.84579(N)    080 25 34.23596(W)     ADJUSTED  
 AF7702* NAVD 88     -         7.6    (meters)      25.     (feet)  GPS OBS   
 AF7702  ___________________________________________________________________
 AF7702  X           -     942,929.311 (meters)                     COMP
 AF7702  Y           -  -5,590,464.442 (meters)                     COMP
 AF7702  Z           -   2,912,184.075 (meters)                     COMP
 AF7702  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF7702  ELLIP HEIGHT-         -19.64  (meters)          (06/19/01) GPS OBS
 AF7702  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AF7702
 AF7702  HORZ ORDER  -  FIRST
 AF7702  ELLP ORDER  -  FOURTH    CLASS I
 AF7702
 AF7702.The horizontal coordinates were established by GPS observations
 AF7702.and adjusted by the National Geodetic Survey in June 2001..
 AF7702
 AF7702.The orthometric height was determined by GPS observations and a
 AF7702.high-resolution geoid model.
 AF7702
 AF7702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7702
 AF7702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7702
 AF7702.The ellipsoidal height was determined by GPS observations
 AF7702.and is referenced to NAD 83.
 AF7702
 AF7702.The geoid height was determined by GEOID03.
 AF7702
 AF7702;                    North         East     Units Scale Factor Converg.
 AF7702;SPC FL E     -   333,725.033   256,777.309   MT  0.99998096   +0 15 48.9
 AF7702;SPC FL E     - 1,094,896.21    842,443.55   sFT  0.99998096   +0 15 48.9
 AF7702;UTM  17      - 3,024,743.148   556,757.937   MT  0.99963977   +0 15 48.9
 AF7702
 AF7702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7702!SPC FL E     -   1.00000309  x   0.99998096  =   0.99998405
 AF7702!UTM  17      -   1.00000309  x   0.99963977  =   0.99964285
 AF7702
 AF7702                          SUPERSEDED SURVEY CONTROL
 AF7702
 AF7702  NAD 83(1990)-  27 20 40.84450(N)    080 25 34.23507(W) AD(       ) 1
 AF7702  ELLIP H (08/05/94)  -19.61   (m)                       GP(       ) 3 2
 AF7702
 AF7702.Superseded values are not recommended for survey control.
 AF7702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7702.See file dsdata.txt to determine how the superseded data were derived.
 AF7702
 AF7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5675824743(NAD 83)
 AF7702_MARKER: DD = SURVEY DISK
 AF7702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7702_SP_SET: CONCRETE POST
 AF7702_STAMPING: 94 91 A1
 AF7702_MARK LOGO: FLDT  
 AF7702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7702+STABILITY: SURFACE MOTION
 AF7702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7702+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1992
 AF7702
 AF7702  HISTORY     - Date     Condition        Report By
 AF7702  HISTORY     - UNK      MONUMENTED
 AF7702  HISTORY     - 19921106 GOOD             KEISCH
 AF7702
 AF7702                          STATION DESCRIPTION
 AF7702
 AF7702'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1992
 AF7702'THE STATION IS LOCATED NORTHWEST OF THE CITY OF PORT ST. LUCIE IN THE
 AF7702'NORTHWEST RIGHT-OF-WAY OF GLADES CUT-OFF ROAD (S.R. 709) IN SECTION
 AF7702'15, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA.
 AF7702'TO REACH THE STATION FROM THE INTERSECTION OF MIDWAY ROAD AND THE I-95
 AF7702'OVERPASS, GO EAST ON MIDWAY ROAD FOR 1.0 MI (1.6 KM) TO THE
 AF7702'INTERSECTION WITH GLADES CUT-OFF ROAD. TURN RIGHT AND GO SOUTHWEST
 AF7702'FOR 1.8 MI (2.9 KM) TO THE I-95 OVERPASS. CONTINUE SOUTHWEST ON
 AF7702'GLADES CUT-OFF ROAD FOR 1.1 MI (1.8 KM) TO A GRASS ROAD ON THE RIGHT
 AF7702'AND THE STATION ON THE RIGHT. THE STATION LIES 14.4 FT (4.4 M)
 AF7702'NORTHWEST OF THE NORTHWEST EDGE OF PAVMENT AND 16.3 FT (5.0 M)
 AF7702'SOUTHEAST OF A CARSONITE WITNESS POST.
 AF7702'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRASS SURVEY
 AF7702'DISC SET IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND,
 AF7702'STAMPED 94 91 A1.
 AF7702'REFERENCES--
 AF7702'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AF7702'AZIMUTH OF 200 DEGREES AT 33.38 FT (10.17 M) .
 AF7702'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AF7702'AZIMUTH OF 138 DEGREES AT 14.75 FT (4.50 M) .
 AF7702'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AF7702'AZIMUTH OF 77 DEGREES AT 28.41 FT (8.66 M) .
 AF7702'KEITH AND SCHNARS NAIL AND DISC, SET IN THE TOP OF A WOOD FENCE POST,
 AF7702'MAGNETIC AZIMUTH OF 319 DEGREES AT 99.83 FT (30.43 M) .
 AF7702'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 316 DEGREES AT 16.3 FT
 AF7702'(5.0 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9847 ***********************************************************************
 AC9847  DESIGNATION -  94 JAS
 AC9847  PID         -  AC9847
 AC9847  STATE/COUNTY-  FL/MARION
 AC9847  USGS QUAD   -  SALT SPRINGS (1994)
 AC9847
 AC9847                         *CURRENT SURVEY CONTROL
 AC9847  ___________________________________________________________________
 AC9847* NAD 83(1986)-  29 19 09.     (N)    081 41 50.     (W)     SCALED    
 AC9847* NAVD 88     -        16.747  (meters)      54.94   (feet)  ADJUSTED  
 AC9847  ___________________________________________________________________
 AC9847  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AC9847  DYNAMIC HT  -          16.723 (meters)      54.87  (feet)  COMP
 AC9847  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 AC9847
 AC9847  VERT ORDER  -  SECOND    CLASS I
 AC9847
 AC9847.The horizontal coordinates were scaled from a topographic map and have
 AC9847.an estimated accuracy of +/- 6 seconds.
 AC9847
 AC9847.The orthometric height was determined by differential leveling
 AC9847.and adjusted by the National Geodetic Survey in September 1997..
 AC9847
 AC9847.Photographs are available for this station.
 AC9847
 AC9847.The geoid height was determined by GEOID03.
 AC9847
 AC9847.The dynamic height is computed by dividing the NAVD 88
 AC9847.geopotential number by the normal gravity value computed on the
 AC9847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9847.degrees latitude (g = 980.6199 gals.).
 AC9847
 AC9847.The modeled gravity was interpolated from observed gravity values.
 AC9847
 AC9847;                    North         East    Units  Estimated Accuracy
 AC9847;SPC FL W     -   552,440.      229,410.      MT  (+/- 180 meters Scaled)
 AC9847
 AC9847                          SUPERSEDED SURVEY CONTROL
 AC9847
 AC9847.No superseded survey control is available for this station.
 AC9847
 AC9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN322435(NAD 83)
 AC9847_MARKER: DD = SURVEY DISK
 AC9847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9847_SP_SET: CULVERT HEADWALL
 AC9847_STAMPING: 94 JAS 1966 56
 AC9847_MARK LOGO: USGS  
 AC9847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9847+STABILITY: SURFACE MOTION
 AC9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9847+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9847
 AC9847  HISTORY     - Date     Condition        Report By
 AC9847  HISTORY     - 1966     MONUMENTED       USGS
 AC9847  HISTORY     - 19960814 GOOD             FLDEP
 AC9847  HISTORY     - 20040628 GOOD             FLDEP
 AC9847
 AC9847                          STATION DESCRIPTION
 AC9847
 AC9847'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9847'THE MARK IS ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF SALT SPRINGS IN SECTION
 AC9847'37, TOWNSHIP 13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 AC9847'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9847'SALT SPRINGS, GO SOUTH THEN SOUTHEAST ON STATE ROAD 19 FOR 3.95 MI
 AC9847'(6.36 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF THE SOUTHEAST END
 AC9847'OF THE CONCRETE CULVERT HEADWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL
 AC9847'OF STATE ROAD 19. LOCATED 26.1 FT (8.0 M) NORTHEAST OF THE APPROXIMATE
 AC9847'CENTERLINE OF STATE ROAD 19, 11.0 FT (3.4 M) SOUTHEAST OF THE
 AC9847'NORTHEAST END OF THE CULVERT HEADWALL AND 0.8 FT (24.4 CM) NORTHWEST
 AC9847'OF A CARSONITE WITNESS POST.
 AC9847
 AC9847                          STATION RECOVERY (2004)
 AC9847
 AC9847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9847'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5480 ***********************************************************************
 AB5480  DESIGNATION -  95 003
 AB5480  PID         -  AB5480
 AB5480  STATE/COUNTY-  FL/OSCEOLA
 AB5480  USGS QUAD   -  LAKE POINSETT SW (1980)
 AB5480
 AB5480                         *CURRENT SURVEY CONTROL
 AB5480  ___________________________________________________________________
 AB5480* NAD 83(1999)-  28 20 54.99739(N)    080 52 55.77738(W)     ADJUSTED  
 AB5480* NAVD 88     -         4.6    (meters)      15.     (feet)  GPS OBS   
 AB5480  ___________________________________________________________________
 AB5480  X           -     890,173.306 (meters)                     COMP
 AB5480  Y           -  -5,546,478.761 (meters)                     COMP
 AB5480  Z           -   3,010,550.336 (meters)                     COMP
 AB5480  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AB5480  ELLIP HEIGHT-         -23.52  (meters)          (05/31/01) GPS OBS
 AB5480  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AB5480
 AB5480  HORZ ORDER  -  FIRST
 AB5480  ELLP ORDER  -  FOURTH    CLASS I
 AB5480
 AB5480.The horizontal coordinates were established by GPS observations
 AB5480.and adjusted by the National Geodetic Survey in May 2001..
 AB5480
 AB5480.The orthometric height was determined by GPS observations and a
 AB5480.high-resolution geoid model.
 AB5480
 AB5480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5480
 AB5480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5480
 AB5480.The ellipsoidal height was determined by GPS observations
 AB5480.and is referenced to NAD 83.
 AB5480
 AB5480.The geoid height was determined by GEOID03.
 AB5480
 AB5480;                    North         East     Units Scale Factor Converg.
 AB5480;SPC FL E     -   444,846.149   211,552.733   MT  0.99994282   +0 03 21.4
 AB5480;SPC FL E     - 1,459,466.07    694,069.26   sFT  0.99994282   +0 03 21.4
 AB5480;UTM  17      - 3,135,826.350   511,548.792   MT  0.99960165   +0 03 21.4
 AB5480
 AB5480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5480!SPC FL E     -   1.00000369  x   0.99994282  =   0.99994651
 AB5480!UTM  17      -   1.00000369  x   0.99960165  =   0.99960534
 AB5480
 AB5480                          SUPERSEDED SURVEY CONTROL
 AB5480
 AB5480  NAD 83(1990)-  28 20 54.99639(N)    080 52 55.77699(W) AD(       ) 1
 AB5480  ELLIP H (07/11/96)  -23.50   (m)                       GP(       ) 4 1
 AB5480
 AB5480.Superseded values are not recommended for survey control.
 AB5480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5480.See file dsdata.txt to determine how the superseded data were derived.
 AB5480
 AB5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1154935826(NAD 83)
 AB5480_MARKER: DD = SURVEY DISK
 AB5480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5480_STAMPING: 95-003 1995
 AB5480_MARK LOGO: FL-097
 AB5480_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5480+STABILITY: SURFACE MOTION
 AB5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5480+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5480
 AB5480  HISTORY     - Date     Condition        Report By
 AB5480  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5480
 AB5480                          STATION DESCRIPTION
 AB5480
 AB5480'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5480'TO REACH FROM THE INTERSECTION OF US ROUTE 441 AND STATE ROUTE 532
 AB5480'(NOVA ROAD) TRAVEL 21.7 MI (34.9 KM) TO THE ENTRANCE TO K.G.  RANCH
 AB5480'(DESERET RANCH) .  PROCEED EAST ON UNPAVED ROAD TO HOUSES, TURN RIGHT
 AB5480'AND PROCEED 300 FT (91.4 M) TO A TURN TO THE LEFT.  CONTINUE ON AN
 AB5480'UNPAVED ROAD THROUGH WOODS AND OPEN PASTURE 3.5 MI (5.6 KM) TO A
 AB5480'90-DEGREE TURN TO THE EAST.  PROCEED EAST ALONG LEVEE 0.5 MI (0.8 KM)
 AB5480'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5484 ***********************************************************************
 AB5484  DESIGNATION -  95 014
 AB5484  PID         -  AB5484
 AB5484  STATE/COUNTY-  FL/OSCEOLA
 AB5484  USGS QUAD   -  KISSIMMEE (1987)
 AB5484
 AB5484                         *CURRENT SURVEY CONTROL
 AB5484  ___________________________________________________________________
 AB5484* NAD 83(1999)-  28 18 24.35299(N)    081 28 43.78455(W)     ADJUSTED  
 AB5484* NAVD 88     -        22.1    (meters)      73.     (feet)  GPS OBS   
 AB5484  ___________________________________________________________________
 AB5484  X           -     832,694.384 (meters)                     COMP
 AB5484  Y           -  -5,557,639.820 (meters)                     COMP
 AB5484  Z           -   3,006,476.657 (meters)                     COMP
 AB5484  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB5484  ELLIP HEIGHT-          -5.62  (meters)          (05/31/01) GPS OBS
 AB5484  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AB5484
 AB5484  HORZ ORDER  -  FIRST
 AB5484  ELLP ORDER  -  FOURTH    CLASS I
 AB5484
 AB5484.The horizontal coordinates were established by GPS observations
 AB5484.and adjusted by the National Geodetic Survey in May 2001..
 AB5484
 AB5484.The orthometric height was determined by GPS observations and a
 AB5484.high-resolution geoid model.
 AB5484
 AB5484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5484
 AB5484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5484
 AB5484.The ellipsoidal height was determined by GPS observations
 AB5484.and is referenced to NAD 83.
 AB5484
 AB5484.The geoid height was determined by GEOID03.
 AB5484
 AB5484;                    North         East     Units Scale Factor Converg.
 AB5484;SPC FL E     -   440,296.299   153,037.994   MT  0.99996839   -0 13 37.4
 AB5484;SPC FL E     - 1,444,538.77    502,092.15   sFT  0.99996839   -0 13 37.4
 AB5484;UTM  17      - 3,131,278.053   453,054.017   MT  0.99962720   -0 13 37.4
 AB5484
 AB5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5484!SPC FL E     -   1.00000088  x   0.99996839  =   0.99996927
 AB5484!UTM  17      -   1.00000088  x   0.99962720  =   0.99962808
 AB5484
 AB5484                          SUPERSEDED SURVEY CONTROL
 AB5484
 AB5484  NAD 83(1990)-  28 18 24.35181(N)    081 28 43.78411(W) AD(       ) 1
 AB5484  ELLIP H (07/11/96)   -5.59   (m)                       GP(       ) 4 1
 AB5484
 AB5484.Superseded values are not recommended for survey control.
 AB5484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5484.See file dsdata.txt to determine how the superseded data were derived.
 AB5484
 AB5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5305431278(NAD 83)
 AB5484_MARKER: DD = SURVEY DISK
 AB5484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5484_STAMPING: 95-014 1995
 AB5484_MARK LOGO: FL-097
 AB5484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5484+STABILITY: SURFACE MOTION
 AB5484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5484+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2004
 AB5484
 AB5484  HISTORY     - Date     Condition        Report By
 AB5484  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5484  HISTORY     - 20030110 GOOD             BAH
 AB5484  HISTORY     - 20041017 GOOD             NGS
 AB5484
 AB5484                          STATION DESCRIPTION
 AB5484
 AB5484'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5484'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 0.6 MI (1.0
 AB5484'KM) NORTHAND 4.0 MI (6.4 KM) WEST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5484'THE STATION FROM THE INTERSECTION OF US 192 AND US 441 WHICH IS IN THE
 AB5484'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 FOR 6.5 MI (10.5 KM)
 AB5484'TO THE INTERSECTION OF US 192 AND PONCIANA BOULEVARD.  TURN LEFT AND
 AB5484'GO 2.0 MI (3.2 KM) SOUTH ON PONCIANA BOULEVARD TO THE STATION ON THE
 AB5484'RIGHT.  THE STATION IS ABOUT 127 FT (38.7 M) NORTH OF THE CENTERLINE
 AB5484'OF PONCIANA BOULEVARD, 0.2 MI (0.3 KM) NORTH OF THE INTERSECTION OF
 AB5484'PONCIANA BOULEVARD AND OREN BROWN ROAD, AND 10 FT (3.0 M) EAST OF A
 AB5484'NORTH-SOUTH RUNNING BARBED WIRE FENCE.  THE STATION IS 287.0 FT (87.5
 AB5484'M) IN AZIMUTH 315 FROM POWER POLE 16616, 181.0 FT (55.2 M) EAST OF
 AB5484'POWER POLE 16615 AND 293.0 FT (89.3 M) IN AZIMUTH 210 FROM POWER POLE
 AB5484'16614.
 AB5484
 AB5484                          STATION RECOVERY (2003)
 AB5484
 AB5484'RECOVERY NOTE BY BERRYMAN & HENIGAR 2003 (KAW)
 AB5484'RECOVERED IN GOOD CONDITION.
 AB5484
 AB5484                          STATION RECOVERY (2004)
 AB5484
 AB5484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (ES)
 AB5484'THE STATION IS APPROXIMATELY 0.1 MILES NORTH OF A SMALL DRIVE INTO A
 AB5484'PASTURE.  THE STATION IS WEST OF THE POWER POLES RUNNING PARALLEL TO
 AB5484'POINCIANA BOULEVARD.  THE POWER POLES WEST OF THE STATION (THE STATION
 AB5484'WAS DESCRIBED AS BEING EAST OF POWER POLE 16615) AS DESCRIBED WERE NOT
 AB5484'FOUND.  FOLLOW A PARALLEL LINE 10 FEET AWAY FROM THE BARBED FENCE
 AB5484'NORTH OF THE DRIVE AND THE STATION WILL BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5485 ***********************************************************************
 AB5485  DESIGNATION -  95 016
 AB5485  PID         -  AB5485
 AB5485  STATE/COUNTY-  FL/OSCEOLA
 AB5485  USGS QUAD   -  LAKE TOHOPEKALIGA (1987)
 AB5485
 AB5485                         *CURRENT SURVEY CONTROL
 AB5485  ___________________________________________________________________
 AB5485* NAD 83(1999)-  28 11 39.75312(N)    081 27 59.48319(W)     ADJUSTED  
 AB5485* NAVD 88     -        21.4    (meters)      70.     (feet)  GPS OBS   
 AB5485  ___________________________________________________________________
 AB5485  X           -     834,762.763 (meters)                     COMP
 AB5485  Y           -  -5,563,290.520 (meters)                     COMP
 AB5485  Z           -   2,995,504.667 (meters)                     COMP
 AB5485  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AB5485  ELLIP HEIGHT-          -6.21  (meters)          (05/31/01) GPS OBS
 AB5485  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AB5485
 AB5485  HORZ ORDER  -  FIRST
 AB5485  ELLP ORDER  -  FOURTH    CLASS I
 AB5485
 AB5485.The horizontal coordinates were established by GPS observations
 AB5485.and adjusted by the National Geodetic Survey in May 2001..
 AB5485
 AB5485.The orthometric height was determined by GPS observations and a
 AB5485.high-resolution geoid model.
 AB5485
 AB5485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5485
 AB5485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5485
 AB5485.The ellipsoidal height was determined by GPS observations
 AB5485.and is referenced to NAD 83.
 AB5485
 AB5485.The geoid height was determined by GEOID03.
 AB5485
 AB5485;                    North         East     Units Scale Factor Converg.
 AB5485;SPC FL E     -   427,836.754   154,196.933   MT  0.99996706   -0 13 13.5
 AB5485;SPC FL E     - 1,403,661.08    505,894.44   sFT  0.99996706   -0 13 13.5
 AB5485;UTM  17      - 3,118,822.759   454,212.561   MT  0.99962587   -0 13 13.5
 AB5485
 AB5485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5485!SPC FL E     -   1.00000098  x   0.99996706  =   0.99996804
 AB5485!UTM  17      -   1.00000098  x   0.99962587  =   0.99962685
 AB5485
 AB5485                          SUPERSEDED SURVEY CONTROL
 AB5485
 AB5485  NAD 83(1990)-  28 11 39.75195(N)    081 27 59.48274(W) AD(       ) 1
 AB5485  ELLIP H (07/11/96)   -6.18   (m)                       GP(       ) 4 1
 AB5485
 AB5485.Superseded values are not recommended for survey control.
 AB5485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5485.See file dsdata.txt to determine how the superseded data were derived.
 AB5485
 AB5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5421318823(NAD 83)
 AB5485_MARKER: DD = SURVEY DISK
 AB5485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5485_STAMPING: 95-016 1995
 AB5485_MARK LOGO: FL-097
 AB5485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5485+STABILITY: SURFACE MOTION
 AB5485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5485+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5485
 AB5485  HISTORY     - Date     Condition        Report By
 AB5485  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5485  HISTORY     - 20030911 MARK NOT FOUND   FL-105
 AB5485
 AB5485                          STATION DESCRIPTION
 AB5485
 AB5485'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5485'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 6.9 MI (11.1
 AB5485'KM) SOUTHAND 3.0 MI (4.8 KM) WEST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5485'THE STATION FROM THE INTERSECTION OF US 192 AND US 441 IN THE
 AB5485'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 AND US 17/92 FOR 0.7
 AB5485'MI (1.1 KM) TO THE INTERSECTION OF US 192 AND US 17/92 SPLIT. TURN
 AB5485'LEFT AND GO SOUTH AND WEST ON US 17/92 FOR 5.1 MI (8.2 KM) TO THE
 AB5485'INTERSECTION OF US 17/92 AND COUNTY ROAD 535 (HAM BROWN ROAD) . TURN
 AB5485'LEFT AND GO SOUTH ON COUNTY ROAD 535 (HAM BROWN ROAD) FOR 4.45 MI
 AB5485'(7.16 KM) TO THE STATION ON THE RIGHT, 28.5 FT (8.7 M) WEST OF THE
 AB5485'CENTERLINE OF HAM BROWN ROAD, AND 53 FT (16.2 M) NORTH OF THE
 AB5485'CENTERLINE OF RAVES ROAD.
 AB5485
 AB5485                          STATION RECOVERY (2003)
 AB5485
 AB5485'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AB5485'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AB5485'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5496 ***********************************************************************
 AB5496  DESIGNATION -  95 050A
 AB5496  PID         -  AB5496
 AB5496  STATE/COUNTY-  FL/OSCEOLA
 AB5496  USGS QUAD   -  KISSIMMEE (1987)
 AB5496
 AB5496                         *CURRENT SURVEY CONTROL
 AB5496  ___________________________________________________________________
 AB5496* NAD 83(1999)-  28 18 02.97167(N)    081 28 37.06353(W)     ADJUSTED  
 AB5496* NAVD 88     -        21.1    (meters)      69.     (feet)  GPS OBS   
 AB5496  ___________________________________________________________________
 AB5496  X           -     832,921.603 (meters)                     COMP
 AB5496  Y           -  -5,557,920.483 (meters)                     COMP
 AB5496  Z           -   3,005,896.676 (meters)                     COMP
 AB5496  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AB5496  ELLIP HEIGHT-          -6.59  (meters)          (05/31/01) GPS OBS
 AB5496  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AB5496
 AB5496  HORZ ORDER  -  FIRST
 AB5496  ELLP ORDER  -  FOURTH    CLASS I
 AB5496
 AB5496.The horizontal coordinates were established by GPS observations
 AB5496.and adjusted by the National Geodetic Survey in May 2001..
 AB5496
 AB5496.The orthometric height was determined by GPS observations and a
 AB5496.high-resolution geoid model.
 AB5496
 AB5496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5496
 AB5496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5496
 AB5496.The ellipsoidal height was determined by GPS observations
 AB5496.and is referenced to NAD 83.
 AB5496
 AB5496.The geoid height was determined by GEOID03.
 AB5496
 AB5496;                    North         East     Units Scale Factor Converg.
 AB5496;SPC FL E     -   439,637.386   153,218.503   MT  0.99996818   -0 13 34.1
 AB5496;SPC FL E     - 1,442,376.99    502,684.37   sFT  0.99996818   -0 13 34.1
 AB5496;UTM  17      - 3,130,619.365   453,234.464   MT  0.99962699   -0 13 34.1
 AB5496
 AB5496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5496!SPC FL E     -   1.00000104  x   0.99996818  =   0.99996922
 AB5496!UTM  17      -   1.00000104  x   0.99962699  =   0.99962802
 AB5496
 AB5496                          SUPERSEDED SURVEY CONTROL
 AB5496
 AB5496  NAD 83(1990)-  28 18 02.97047(N)    081 28 37.06313(W) AD(       ) 1
 AB5496  ELLIP H (07/11/96)   -6.57   (m)                       GP(       ) 4 1
 AB5496
 AB5496.Superseded values are not recommended for survey control.
 AB5496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5496.See file dsdata.txt to determine how the superseded data were derived.
 AB5496
 AB5496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5323430619(NAD 83)
 AB5496_MARKER: DD = SURVEY DISK
 AB5496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5496_STAMPING: 95-050A 1995
 AB5496_MARK LOGO: FL-097
 AB5496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5496+STABILITY: SURFACE MOTION
 AB5496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5496+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5496
 AB5496  HISTORY     - Date     Condition        Report By
 AB5496  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5496
 AB5496                          STATION DESCRIPTION
 AB5496
 AB5496'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5496'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 0.2 MI (0.3
 AB5496'KM) NORTH AND 3.7 MI (6.0 KM) WEST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5496'THE STATION FROM THE INTERSECTION OF US 192 AND US 441, IN THE
 AB5496'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 FOR 6.5 MI (10.5 KM)
 AB5496'TO THE INTERSECTION OF US 192 AND PONCIANA BOULEVARD.  TURN LEFT AND
 AB5496'GO 2.4 MI (3.9 KM) SOUTH ON PONCIANA BOULEVARD TO THE STATION ON THE
 AB5496'RIGHT, 127 FT (38.7 M) WEST OF THE CENTERLINE OF PONCIANA BOULEVARD,
 AB5496'0.2 MI (0.3 KM) SOUTH OF THE INTERSECTION OF PONCIANA BOULEVARD AND
 AB5496'OREN BROWN ROAD AND 10 FT (3.0 M) EAST OF A NORTH-SOUTH CHAIN LINK
 AB5496'FENCE.  THE STATION IS 269.0 FT (82.0 M) IN AZIMUTH 220 FROM POWER
 AB5496'POLE 18630, 180 FT (54.9 M) WEST OF POWER POLE 18631 AND 268.0 FT
 AB5496'(81.7 M) IN AZIMUTH 310 FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5498 ***********************************************************************
 AB5498  HT_MOD      -  This is a Height Modernization Survey Station.
 AB5498  DESIGNATION -  95 051
 AB5498  PID         -  AB5498
 AB5498  STATE/COUNTY-  FL/OSCEOLA
 AB5498  USGS QUAD   -  KISSIMMEE (1987)
 AB5498
 AB5498                         *CURRENT SURVEY CONTROL
 AB5498  ___________________________________________________________________
 AB5498* NAD 83(1999)-  28 15 25.47851(N)    081 27 26.75814(W)     ADJUSTED  
 AB5498* NAVD 88     -        24.09   (meters)      79.0    (feet)  GPS OBS   
 AB5498  ___________________________________________________________________
 AB5498  X           -     835,157.566 (meters)                     COMP
 AB5498  Y           -  -5,559,910.349 (meters)                     COMP
 AB5498  Z           -   3,001,628.400 (meters)                     COMP
 AB5498  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AB5498  ELLIP HEIGHT-          -3.60  (meters)          (05/31/01) GPS OBS
 AB5498  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AB5498
 AB5498  HORZ ORDER  -  FIRST
 AB5498  ELLP ORDER  -  FOURTH    CLASS I
 AB5498
 AB5498.The horizontal coordinates were established by GPS observations
 AB5498.and adjusted by the National Geodetic Survey in May 2001..
 AB5498
 AB5498.The orthometric height was determined by GPS observations and a
 AB5498.high-resolution geoid model using precise GPS observation and
 AB5498.processing techniques.
 AB5498
 AB5498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5498
 AB5498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5498
 AB5498.The ellipsoidal height was determined by GPS observations
 AB5498.and is referenced to NAD 83.
 AB5498
 AB5498.The geoid height was determined by GEOID03.
 AB5498
 AB5498;                    North         East     Units Scale Factor Converg.
 AB5498;SPC FL E     -   434,781.842   155,115.662   MT  0.99996603   -0 12 59.6
 AB5498;SPC FL E     - 1,426,446.76    508,908.63   sFT  0.99996603   -0 12 59.6
 AB5498;UTM  17      - 3,125,765.478   455,130.977   MT  0.99962485   -0 12 59.6
 AB5498
 AB5498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5498!SPC FL E     -   1.00000057  x   0.99996603  =   0.99996660
 AB5498!UTM  17      -   1.00000057  x   0.99962485  =   0.99962542
 AB5498
 AB5498:                Primary Azimuth Mark                     Grid Az
 AB5498:SPC FL E     -  95 051A                                  082 57 20.2
 AB5498:UTM  17      -  95 051A                                  082 57 20.2
 AB5498
 AB5498|---------------------------------------------------------------------|
 AB5498| PID    Reference Object                     Distance      Geod. Az  |
 AB5498|                                                           dddmmss.s |
 AB5498| AB5497 95 051A                             APPROX. 1.2 KM 0824420.6 |
 AB5498|---------------------------------------------------------------------|
 AB5498
 AB5498                          SUPERSEDED SURVEY CONTROL
 AB5498
 AB5498  NAD 83(1990)-  28 15 25.47738(N)    081 27 26.75768(W) AD(       ) 1
 AB5498  ELLIP H (07/11/96)   -3.56   (m)                       GP(       ) 4 1
 AB5498
 AB5498.Superseded values are not recommended for survey control.
 AB5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5498.See file dsdata.txt to determine how the superseded data were derived.
 AB5498
 AB5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5513125765(NAD 83)
 AB5498_MARKER: DD = SURVEY DISK
 AB5498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5498_STAMPING: 95-051 1995
 AB5498_MARK LOGO: FL-097
 AB5498_PROJECTION: RECESSED 13 CENTIMETERS
 AB5498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5498+STABILITY: SURFACE MOTION
 AB5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5498+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AB5498
 AB5498  HISTORY     - Date     Condition        Report By
 AB5498  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5498  HISTORY     - 20030403 GOOD             FLDEP
 AB5498  HISTORY     - 20050530 GOOD             GEOCAC
 AB5498
 AB5498                          STATION DESCRIPTION
 AB5498
 AB5498'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5498'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 2.6 MI (4.2
 AB5498'KM) SOUTHAND 2.1 MI (3.4 KM) WEST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5498'THE STATION FROM THE INTERSECTION OF US 192 AND US 441 IN THE
 AB5498'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 AND US 17/92 FOR 0.7
 AB5498'MI (1.1 KM) TO THE INTERSECTION OF US 192 AND US 17/92 SPLIT. TURN
 AB5498'LEFT AND GO SOUTH AND WEST ON US 17/92 FOR 4.7 MI (7.6 KM) TO THE
 AB5498'STATION ON THE LEFT IN THE GRASS MEDIAN.  THE STATION IS 1.2 MI (1.9
 AB5498'KM) WEST OF THE INTERSECTION OF US 17/92 AND COUNTY ROAD 531 (PLEASANT
 AB5498'HILL ROAD) .  THE STATION IS 60.0 FT (18.3 M) WEST OF THE EAST END OF
 AB5498'THE GRASS MEDIAN, AND 20.0 FT (6.1 M) SOUTH OF THE NORTH EDGE OF THE
 AB5498'GRASS MEDIAN.
 AB5498
 AB5498                          STATION RECOVERY (2003)
 AB5498
 AB5498'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AB5498'RECOVERED AS DESCRIBED.
 AB5498' 
 AB5498'NOTE UNKNOWN MAGNETISM.
 AB5498' 
 AB5498' 
 AB5498'
 AB5498
 AB5498                          STATION RECOVERY (2005)
 AB5498
 AB5498'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5497 ***********************************************************************
 AB5497  DESIGNATION -  95 051A
 AB5497  PID         -  AB5497
 AB5497  STATE/COUNTY-  FL/OSCEOLA
 AB5497  USGS QUAD   -  KISSIMMEE (1987)
 AB5497
 AB5497                         *CURRENT SURVEY CONTROL
 AB5497  ___________________________________________________________________
 AB5497* NAD 83(1999)-  28 15 30.31146(N)    081 26 43.90101(W)     ADJUSTED  
 AB5497* NAVD 88     -        20.2    (meters)      66.     (feet)  GPS OBS   
 AB5497  ___________________________________________________________________
 AB5497  X           -     836,301.782 (meters)                     COMP
 AB5497  Y           -  -5,559,663.651 (meters)                     COMP
 AB5497  Z           -   3,001,757.602 (meters)                     COMP
 AB5497  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AB5497  ELLIP HEIGHT-          -7.50  (meters)          (05/31/01) GPS OBS
 AB5497  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AB5497
 AB5497  HORZ ORDER  -  FIRST
 AB5497  ELLP ORDER  -  FOURTH    CLASS I
 AB5497
 AB5497.The horizontal coordinates were established by GPS observations
 AB5497.and adjusted by the National Geodetic Survey in May 2001..
 AB5497
 AB5497.The orthometric height was determined by GPS observations and a
 AB5497.high-resolution geoid model.
 AB5497
 AB5497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5497
 AB5497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5497
 AB5497.The ellipsoidal height was determined by GPS observations
 AB5497.and is referenced to NAD 83.
 AB5497
 AB5497.The geoid height was determined by GEOID03.
 AB5497
 AB5497;                    North         East     Units Scale Factor Converg.
 AB5497;SPC FL E     -   434,926.258   156,284.345   MT  0.99996475   -0 12 39.4
 AB5497;SPC FL E     - 1,426,920.56    512,742.89   sFT  0.99996475   -0 12 39.4
 AB5497;UTM  17      - 3,125,909.844   456,299.261   MT  0.99962357   -0 12 39.4
 AB5497
 AB5497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5497!SPC FL E     -   1.00000118  x   0.99996475  =   0.99996593
 AB5497!UTM  17      -   1.00000118  x   0.99962357  =   0.99962475
 AB5497
 AB5497:                Primary Azimuth Mark                     Grid Az
 AB5497:SPC FL E     -  95 051                                   262 57 20.3
 AB5497:UTM  17      -  95 051                                   262 57 20.3
 AB5497
 AB5497|---------------------------------------------------------------------|
 AB5497| PID    Reference Object                     Distance      Geod. Az  |
 AB5497|                                                           dddmmss.s |
 AB5497| AB5498 95 051                              APPROX. 1.2 KM 2624440.9 |
 AB5497|---------------------------------------------------------------------|
 AB5497
 AB5497                          SUPERSEDED SURVEY CONTROL
 AB5497
 AB5497  NAD 83(1990)-  28 15 30.31030(N)    081 26 43.90050(W) AD(       ) 1
 AB5497  ELLIP H (07/11/96)   -7.46   (m)                       GP(       ) 4 1
 AB5497
 AB5497.Superseded values are not recommended for survey control.
 AB5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5497.See file dsdata.txt to determine how the superseded data were derived.
 AB5497
 AB5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5629925910(NAD 83)
 AB5497_MARKER: DD = SURVEY DISK
 AB5497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5497_STAMPING: 95-051A 1995
 AB5497_MARK LOGO: FL-097
 AB5497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5497+STABILITY: SURFACE MOTION
 AB5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5497+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 AB5497
 AB5497  HISTORY     - Date     Condition        Report By
 AB5497  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5497  HISTORY     - 20030110 GOOD             BAH
 AB5497  HISTORY     - 20050530 GOOD             GEOCAC
 AB5497
 AB5497                          STATION DESCRIPTION
 AB5497
 AB5497'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5497'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 2.5 MI (4.0
 AB5497'KM) SOUTHAND 1.4 MI (2.3 KM) WEST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5497'THE STATION FROM THE INTERSECTION SECTION OF US 441 AND US 192 IN THE
 AB5497'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 AND US 17/92 FOR 0.7
 AB5497'MI (1.1 KM) TO THE INTERSECTION WHERE US 192 AND US 17/92 SPLIT.  TURN
 AB5497'RIGHT AND GO SOUTH AND WEST ON US 17/92 FOR 4.0 MI (6.4 KM) TO THE
 AB5497'STATION ON THE LEFT, IN THE CENTER OF A GRASS MEDIAN, 0.5 MI (0.8 KM)
 AB5497'WEST FROM THE INTERSECTION OF US 17/92 AND COUNTY ROAD 531 (PLEASANT
 AB5497'HILL ROAD) AND 60 FT (18.3 M) SOUTH OF THE CENTERLINE OF A CROSS OVER
 AB5497'IN THE MEDIAN.  THE STATION IS 20.0 FT (6.1 M) SOUTH FROM THE SOUTH
 AB5497'EDGE OF THE WESTBOUND LANE OF US 17/92, 50 FT (15.2 M) WEST OF THE
 AB5497'EAST END OF THE GRASS MEDIAN AND 93.5 FT (28.5 M) IN AZIMUTH 357 FROM
 AB5497'POWER POLE 17018.
 AB5497
 AB5497                          STATION RECOVERY (2003)
 AB5497
 AB5497'RECOVERY NOTE BY BERRYMAN & HENIGAR 2003 (KAW)
 AB5497'RECOVERED IN GOOD CONDITION.
 AB5497
 AB5497                          STATION RECOVERY (2005)
 AB5497
 AB5497'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5495 ***********************************************************************
 AB5495  DESIGNATION -  95 052
 AB5495  PID         -  AB5495
 AB5495  STATE/COUNTY-  FL/OSCEOLA
 AB5495  USGS QUAD   -  ST CLOUD NORTH (1987)
 AB5495
 AB5495                         *CURRENT SURVEY CONTROL
 AB5495  ___________________________________________________________________
 AB5495* NAD 83(1999)-  28 19 00.60440(N)    081 20 28.51485(W)     ADJUSTED  
 AB5495* NAVD 88     -        24.2    (meters)      79.     (feet)  GPS OBS   
 AB5495  ___________________________________________________________________
 AB5495  X           -     845,957.188 (meters)                     COMP
 AB5495  Y           -  -5,555,102.815 (meters)                     COMP
 AB5495  Z           -   3,007,460.057 (meters)                     COMP
 AB5495  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AB5495  ELLIP HEIGHT-          -3.70  (meters)          (05/31/01) GPS OBS
 AB5495  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AB5495
 AB5495  HORZ ORDER  -  FIRST
 AB5495  ELLP ORDER  -  FOURTH    CLASS I
 AB5495
 AB5495.The horizontal coordinates were established by GPS observations
 AB5495.and adjusted by the National Geodetic Survey in May 2001..
 AB5495
 AB5495.The orthometric height was determined by GPS observations and a
 AB5495.high-resolution geoid model.
 AB5495
 AB5495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5495
 AB5495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5495
 AB5495.The ellipsoidal height was determined by GPS observations
 AB5495.and is referenced to NAD 83.
 AB5495
 AB5495.The geoid height was determined by GEOID03.
 AB5495
 AB5495;                    North         East     Units Scale Factor Converg.
 AB5495;SPC FL E     -   441,366.438   166,534.156   MT  0.99995499   -0 09 42.7
 AB5495;SPC FL E     - 1,448,049.72    546,370.81   sFT  0.99995499   -0 09 42.7
 AB5495;UTM  17      - 3,132,347.827   466,545.574   MT  0.99961381   -0 09 42.7
 AB5495
 AB5495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5495!SPC FL E     -   1.00000058  x   0.99995499  =   0.99995557
 AB5495!UTM  17      -   1.00000058  x   0.99961381  =   0.99961439
 AB5495
 AB5495:                Primary Azimuth Mark                     Grid Az
 AB5495:SPC FL E     -  95 052A                                  034 03 33.9
 AB5495:UTM  17      -  95 052A                                  034 03 33.9
 AB5495
 AB5495|---------------------------------------------------------------------|
 AB5495| PID    Reference Object                     Distance      Geod. Az  |
 AB5495|                                                           dddmmss.s |
 AB5495| AB5494 95 052A                             APPROX. 0.7 KM 0335351.2 |
 AB5495|---------------------------------------------------------------------|
 AB5495
 AB5495                          SUPERSEDED SURVEY CONTROL
 AB5495
 AB5495  NAD 83(1990)-  28 19 00.60335(N)    081 20 28.51443(W) AD(       ) 1
 AB5495  ELLIP H (07/11/96)   -3.67   (m)                       GP(       ) 4 1
 AB5495
 AB5495.Superseded values are not recommended for survey control.
 AB5495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5495.See file dsdata.txt to determine how the superseded data were derived.
 AB5495
 AB5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6654632348(NAD 83)
 AB5495_MARKER: DD = SURVEY DISK
 AB5495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5495_STAMPING: 95-052 1995
 AB5495_MARK LOGO: FL-097
 AB5495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5495+STABILITY: SURFACE MOTION
 AB5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5495+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5495
 AB5495  HISTORY     - Date     Condition        Report By
 AB5495  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5495  HISTORY     - 20010709 MARK NOT FOUND   FLDEP
 AB5495
 AB5495                          STATION DESCRIPTION
 AB5495
 AB5495'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5495'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 4.1 MI (6.6
 AB5495'KM) NORTHAND 3.7 MI (6.0 KM) EAST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5495'THE STATION FROM THE INTERSECTION OF US 441 AND US 192 IN THE
 AB5495'NORTHEAST SECTION OF KISSIMMEE, GO EAST ON US 192 FOR 1.5 MI (2.4 KM)
 AB5495'TO THE INTERSECTION OF US 192 AND DENN JOHN LANE.  TURN LEFT AND GO
 AB5495'NORTH ON DENN JOHN LANE FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AB5495'DENN JOHN LANE AND BOGGY CREEK ROAD.  TURN RIGHT AND GO EAST ON BOGGY
 AB5495'CREEK ROAD FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF BOGGY CREEK ROAD
 AB5495'AND A 4-WAY INTERSECTION WHERE BOGGY CREEK ROAD GOES TO THE NORTHEAST.
 AB5495'TURN LEFT REMAINING ON BOGGY CREEK ROAD AND GO NORTHEAST FOR 1.1 MI
 AB5495'(1.8 KM) TO THE STATION ON THE RIGHT AT THE SOUTHEAST EDGE OF PAVEMENT
 AB5495'OF BOGGY CREEK ROAD, ABOUT 90 FT (27.4 M) NORTHEAST OF THE CENTERLINE
 AB5495'OF FLAMBOYAN STREET.
 AB5495
 AB5495                          STATION RECOVERY (2001)
 AB5495
 AB5495'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (RH)
 AB5495'MARK NOT FOUND 6-2001 BY RH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5494 ***********************************************************************
 AB5494  DESIGNATION -  95 052A
 AB5494  PID         -  AB5494
 AB5494  STATE/COUNTY-  FL/OSCEOLA
 AB5494  USGS QUAD   -  ST CLOUD NORTH (1987)
 AB5494
 AB5494                         *CURRENT SURVEY CONTROL
 AB5494  ___________________________________________________________________
 AB5494* NAD 83(1999)-  28 19 20.33096(N)    081 20 13.53602(W)     ADJUSTED  
 AB5494* NAVD 88     -        23.2    (meters)      76.     (feet)  GPS OBS   
 AB5494  ___________________________________________________________________
 AB5494  X           -     846,317.077 (meters)                     COMP
 AB5494  Y           -  -5,554,755.744 (meters)                     COMP
 AB5494  Z           -   3,007,994.199 (meters)                     COMP
 AB5494  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AB5494  ELLIP HEIGHT-          -4.65  (meters)          (05/31/01) GPS OBS
 AB5494  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AB5494
 AB5494  HORZ ORDER  -  FIRST
 AB5494  ELLP ORDER  -  FOURTH    CLASS I
 AB5494
 AB5494.The horizontal coordinates were established by GPS observations
 AB5494.and adjusted by the National Geodetic Survey in May 2001..
 AB5494
 AB5494.The orthometric height was determined by GPS observations and a
 AB5494.high-resolution geoid model.
 AB5494
 AB5494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5494
 AB5494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5494
 AB5494.The ellipsoidal height was determined by GPS observations
 AB5494.and is referenced to NAD 83.
 AB5494
 AB5494.The geoid height was determined by GEOID03.
 AB5494
 AB5494;                    North         East     Units Scale Factor Converg.
 AB5494;SPC FL E     -   441,972.537   166,943.890   MT  0.99995466   -0 09 35.7
 AB5494;SPC FL E     - 1,450,038.23    547,715.08   sFT  0.99995466   -0 09 35.7
 AB5494;UTM  17      - 3,132,953.719   466,955.169   MT  0.99961348   -0 09 35.7
 AB5494
 AB5494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5494!SPC FL E     -   1.00000073  x   0.99995466  =   0.99995539
 AB5494!UTM  17      -   1.00000073  x   0.99961348  =   0.99961421
 AB5494
 AB5494:                Primary Azimuth Mark                     Grid Az
 AB5494:SPC FL E     -  95 052                                   214 03 33.9
 AB5494:UTM  17      -  95 052                                   214 03 33.9
 AB5494
 AB5494|---------------------------------------------------------------------|
 AB5494| PID    Reference Object                     Distance      Geod. Az  |
 AB5494|                                                           dddmmss.s |
 AB5494| AB5495 95 052                              APPROX. 0.7 KM 2135358.2 |
 AB5494|---------------------------------------------------------------------|
 AB5494
 AB5494                          SUPERSEDED SURVEY CONTROL
 AB5494
 AB5494  NAD 83(1990)-  28 19 20.32990(N)    081 20 13.53560(W) AD(       ) 1
 AB5494  ELLIP H (07/11/96)   -4.61   (m)                       GP(       ) 4 1
 AB5494
 AB5494.Superseded values are not recommended for survey control.
 AB5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5494.See file dsdata.txt to determine how the superseded data were derived.
 AB5494
 AB5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6695532954(NAD 83)
 AB5494_MARKER: DD = SURVEY DISK
 AB5494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5494_STAMPING: 95-052A 1995
 AB5494_MARK LOGO: FL-097
 AB5494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5494+STABILITY: SURFACE MOTION
 AB5494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5494+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5494
 AB5494  HISTORY     - Date     Condition        Report By
 AB5494  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5494  HISTORY     - 20010628 MARK NOT FOUND   FLDEP
 AB5494
 AB5494                          STATION DESCRIPTION
 AB5494
 AB5494'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5494'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 4.8 MI (7.7
 AB5494'KM) NORTHAND 3.2 MI (5.1 KM) EAST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5494'THE STATION FROM THE INTERSECTION OF US 441 AND US 192 IN THE
 AB5494'NORTHEAST SECTION OF KISSIMMEE, GO EAST ON US 192 FOR 1.5 MI (2.4 KM)
 AB5494'TO THE INTERSECTION OF US 192 AND DENN JOHN LANE.  TURN LEFT AND GO
 AB5494'NORTH ON DENN JOHN LANE FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AB5494'DENN JOHN LANE AND BOGGY CREEK ROAD.  TURN RIGHT AND GO EAST ON BOGGY
 AB5494'CREEK ROAD FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF BOGGY CREEK ROAD
 AB5494'AND A 4 WAY INTERSECTION WHERE BOGGY CREEK ROAD GOES TO THE NORTHEAST.
 AB5494'TURN LEFT, REMAINING ON BOGGY CREEK ROAD AND GO NORTHEAST FOR 1.55 MI
 AB5494'(2.49 KM) TO THE STATION ON THE RIGHT, ABOUT 7 FT (2.1 M) SOUTHEAST OF
 AB5494'THE SOUTHEAST EDGE OF PAVEMENT OF BOGGY CREEK ROAD.  THE STATION IS
 AB5494'APPROXIMATELY 70 FT (21.3 M) SOUTHWEST OF THE CENTERLINE OF HILLIAROAD
 AB5494'ISLE ROAD AND APPROXIMATELY 10 FT (3.0 M) NORTH OF A DROP INLET.  THE
 AB5494'STATION IS 190.0 FT (57.9 M) SOUTH OF AN 18 INCH PINE AND 125.5 FT
 AB5494'(38.3 M) IN AZIMUTH 10 FROM THE NORTHWEST CORNER OF A ONE STORY BRICK
 AB5494'TELEPHONE OFFICE BUILDING.
 AB5494
 AB5494                          STATION RECOVERY (2001)
 AB5494
 AB5494'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (RH)
 AB5494'MARK NOT FOUND, NO PINE TREE ROAD, ROAD REPAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5481 ***********************************************************************
 AB5481  DESIGNATION -  95 053
 AB5481  PID         -  AB5481
 AB5481  STATE/COUNTY-  FL/OSCEOLA
 AB5481  USGS QUAD   -  ST CLOUD NORTH (1987)
 AB5481
 AB5481                         *CURRENT SURVEY CONTROL
 AB5481  ___________________________________________________________________
 AB5481* NAD 83(1999)-  28 20 00.78561(N)    081 17 26.28416(W)     ADJUSTED  
 AB5481* NAVD 88     -        23.7    (meters)      78.     (feet)  GPS OBS   
 AB5481  ___________________________________________________________________
 AB5481  X           -     850,731.491 (meters)                     COMP
 AB5481  Y           -  -5,553,483.845 (meters)                     COMP
 AB5481  Z           -   3,009,090.612 (meters)                     COMP
 AB5481  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AB5481  ELLIP HEIGHT-          -4.29  (meters)          (05/31/01) GPS OBS
 AB5481  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AB5481
 AB5481  HORZ ORDER  -  FIRST
 AB5481  ELLP ORDER  -  FOURTH    CLASS I
 AB5481
 AB5481.The horizontal coordinates were established by GPS observations
 AB5481.and adjusted by the National Geodetic Survey in May 2001..
 AB5481
 AB5481.The orthometric height was determined by GPS observations and a
 AB5481.high-resolution geoid model.
 AB5481
 AB5481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5481
 AB5481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5481
 AB5481.The ellipsoidal height was determined by GPS observations
 AB5481.and is referenced to NAD 83.
 AB5481
 AB5481.The geoid height was determined by GEOID03.
 AB5481
 AB5481;                    North         East     Units Scale Factor Converg.
 AB5481;SPC FL E     -   443,206.014   171,502.767   MT  0.99995120   -0 08 16.6
 AB5481;SPC FL E     - 1,454,085.06    562,671.99   sFT  0.99995120   -0 08 16.6
 AB5481;UTM  17      - 3,134,186.776   471,512.491   MT  0.99961002   -0 08 16.6
 AB5481
 AB5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5481!SPC FL E     -   1.00000067  x   0.99995120  =   0.99995187
 AB5481!UTM  17      -   1.00000067  x   0.99961002  =   0.99961069
 AB5481
 AB5481:                Primary Azimuth Mark                     Grid Az
 AB5481:SPC FL E     -  95 053A                                  090 24 47.9
 AB5481:UTM  17      -  95 053A                                  090 24 47.9
 AB5481
 AB5481|---------------------------------------------------------------------|
 AB5481| PID    Reference Object                     Distance      Geod. Az  |
 AB5481|                                                           dddmmss.s |
 AB5481| AB5506 95 053A                             APPROX. 1.2 KM 0901631.3 |
 AB5481|---------------------------------------------------------------------|
 AB5481
 AB5481                          SUPERSEDED SURVEY CONTROL
 AB5481
 AB5481  NAD 83(1990)-  28 20 00.78455(N)    081 17 26.28374(W) AD(       ) 1
 AB5481  ELLIP H (07/11/96)   -4.25   (m)                       GP(       ) 4 1
 AB5481
 AB5481.Superseded values are not recommended for survey control.
 AB5481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5481.See file dsdata.txt to determine how the superseded data were derived.
 AB5481
 AB5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7151234187(NAD 83)
 AB5481_MARKER: DD = SURVEY DISK
 AB5481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5481_STAMPING: 95-053 1995
 AB5481_MARK LOGO: FL-097
 AB5481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5481+STABILITY: SURFACE MOTION
 AB5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5481+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5481
 AB5481  HISTORY     - Date     Condition        Report By
 AB5481  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5481
 AB5481                          STATION DESCRIPTION
 AB5481
 AB5481'DESCRIBED BY ADR GEODETIC SERVICES 1995
 AB5481'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSEE ROAD) AND
 AB5481'US ROUTE 192 LOCATED 2.5 MI (4.0 KM) EAST OF THE CITY OF SAINT CLOUD,
 AB5481'TRAVEL 7.4 MI (11.9 KM) NORTH ALONG NARCOOSEE ROAD TO THE INTERSECTION
 AB5481'OF NARCOOSEE ROAD AND BOGGY CREEK ROAD.  TURN LEFT AND PROCEED 4.2 MI
 AB5481'(6.8 KM) WEST ALONG BOGGY CREEK ROAD TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5506 ***********************************************************************
 AB5506  DESIGNATION -  95 053A
 AB5506  PID         -  AB5506
 AB5506  STATE/COUNTY-  FL/OSCEOLA
 AB5506  USGS QUAD   -  ST CLOUD NORTH (1987)
 AB5506
 AB5506                         *CURRENT SURVEY CONTROL
 AB5506  ___________________________________________________________________
 AB5506* NAD 83(1999)-  28 20 00.59083(N)    081 16 40.97130(W)     ADJUSTED  
 AB5506* NAVD 88     -        22.6    (meters)      74.     (feet)  GPS OBS   
 AB5506  ___________________________________________________________________
 AB5506  X           -     851,951.762 (meters)                     COMP
 AB5506  Y           -  -5,553,298.685 (meters)                     COMP
 AB5506  Z           -   3,009,084.817 (meters)                     COMP
 AB5506  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AB5506  ELLIP HEIGHT-          -5.38  (meters)          (05/31/01) GPS OBS
 AB5506  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AB5506
 AB5506  HORZ ORDER  -  FIRST
 AB5506  ELLP ORDER  -  FOURTH    CLASS I
 AB5506
 AB5506.The horizontal coordinates were established by GPS observations
 AB5506.and adjusted by the National Geodetic Survey in May 2001..
 AB5506
 AB5506.The orthometric height was determined by GPS observations and a
 AB5506.high-resolution geoid model.
 AB5506
 AB5506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5506
 AB5506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5506
 AB5506.The ellipsoidal height was determined by GPS observations
 AB5506.and is referenced to NAD 83.
 AB5506
 AB5506.The geoid height was determined by GEOID03.
 AB5506
 AB5506;                    North         East     Units Scale Factor Converg.
 AB5506;SPC FL E     -   443,197.111   172,736.928   MT  0.99995035   -0 07 55.1
 AB5506;SPC FL E     - 1,454,055.86    566,721.07   sFT  0.99995035   -0 07 55.1
 AB5506;UTM  17      - 3,134,177.876   472,746.230   MT  0.99960917   -0 07 55.1
 AB5506
 AB5506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5506!SPC FL E     -   1.00000085  x   0.99995035  =   0.99995120
 AB5506!UTM  17      -   1.00000085  x   0.99960917  =   0.99961001
 AB5506
 AB5506:                Primary Azimuth Mark                     Grid Az
 AB5506:SPC FL E     -  95 053                                   270 24 47.9
 AB5506:UTM  17      -  95 053                                   270 24 47.9
 AB5506
 AB5506|---------------------------------------------------------------------|
 AB5506| PID    Reference Object                     Distance      Geod. Az  |
 AB5506|                                                           dddmmss.s |
 AB5506| AB5481 95 053                              APPROX. 1.2 KM 2701652.8 |
 AB5506|---------------------------------------------------------------------|
 AB5506
 AB5506                          SUPERSEDED SURVEY CONTROL
 AB5506
 AB5506  NAD 83(1990)-  28 20 00.58977(N)    081 16 40.97089(W) AD(       ) 1
 AB5506  ELLIP H (07/11/96)   -5.35   (m)                       GP(       ) 4 1
 AB5506
 AB5506.Superseded values are not recommended for survey control.
 AB5506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5506.See file dsdata.txt to determine how the superseded data were derived.
 AB5506
 AB5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7274634178(NAD 83)
 AB5506_MARKER: DD = SURVEY DISK
 AB5506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5506_STAMPING: 95-053A 1995
 AB5506_MARK LOGO: FL-097
 AB5506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5506+STABILITY: SURFACE MOTION
 AB5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5506+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5506
 AB5506  HISTORY     - Date     Condition        Report By
 AB5506  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5506
 AB5506                          STATION DESCRIPTION
 AB5506
 AB5506'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5506'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 5.6 MI (9.0
 AB5506'KM) NORTH AND 0.9 MI (1.4 KM) EAST OF THE CITY OF SAINT CLOUD. TO
 AB5506'REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSSEE
 AB5506'ROAD) AND US 192, 2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO NORTH ON
 AB5506'COUNTY ROAD 15 FOR 7.4 MI (11.9 KM) TO THE INTERSECTION OF COUNTY ROAD
 AB5506'15 AND BOGGY CREEK ROAD.  TURN LEFT AND GO WEST ON BOGGY CREEK ROAD
 AB5506'FOR 3.4 MI (5.5 KM) TO THE STATION ON THE LEFT, 17 FT (5.2 M) SOUTH OF
 AB5506'THE CENTERLINE OF BOGGY CREEK ROAD, 209 FT (63.7 M) EAST OF THE
 AB5506'CENTERLINE OF THE ENTRANCE ROAD TO THE AUSTIN-TINDALL REGIONAL PARK.
 AB5506'THE STATION IS 16.0 FT (4.9 M) IN AZIMUTH 30 FROM POWER POLE 18574,
 AB5506'353.6 FT (107.8 M) IN AZIMUTH 285 FROM THE NORTHEAST CHAIN LINK FENCE
 AB5506'CORNER FOR THE PARK AND 4.0 FT (1.2 M) SOUTH OF SOUTH EDGE OF PAVEMENT
 AB5506'OF BOGGY CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5493 ***********************************************************************
 AB5493  DESIGNATION -  95 054
 AB5493  PID         -  AB5493
 AB5493  STATE/COUNTY-  FL/OSCEOLA
 AB5493  USGS QUAD   -  NARCOOSSEE (1970)
 AB5493
 AB5493                         *CURRENT SURVEY CONTROL
 AB5493  ___________________________________________________________________
 AB5493* NAD 83(1999)-  28 20 53.02747(N)    081 14 43.07512(W)     ADJUSTED  
 AB5493* NAVD 88     -        23.6    (meters)      77.     (feet)  GPS OBS   
 AB5493  ___________________________________________________________________
 AB5493  X           -     855,009.258 (meters)                     COMP
 AB5493  Y           -  -5,552,054.313 (meters)                     COMP
 AB5493  Z           -   3,010,506.053 (meters)                     COMP
 AB5493  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AB5493  ELLIP HEIGHT-          -4.38  (meters)          (05/31/01) GPS OBS
 AB5493  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AB5493
 AB5493  HORZ ORDER  -  FIRST
 AB5493  ELLP ORDER  -  FOURTH    CLASS I
 AB5493
 AB5493.The horizontal coordinates were established by GPS observations
 AB5493.and adjusted by the National Geodetic Survey in May 2001..
 AB5493
 AB5493.The orthometric height was determined by GPS observations and a
 AB5493.high-resolution geoid model.
 AB5493
 AB5493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5493
 AB5493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5493
 AB5493.The ellipsoidal height was determined by GPS observations
 AB5493.and is referenced to NAD 83.
 AB5493
 AB5493.The geoid height was determined by GEOID03.
 AB5493
 AB5493;                    North         East     Units Scale Factor Converg.
 AB5493;SPC FL E     -   444,804.311   175,951.313   MT  0.99994831   -0 06 59.3
 AB5493;SPC FL E     - 1,459,328.81    577,266.93   sFT  0.99994831   -0 06 59.3
 AB5493;UTM  17      - 3,135,784.527   475,959.518   MT  0.99960713   -0 06 59.3
 AB5493
 AB5493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5493!SPC FL E     -   1.00000069  x   0.99994831  =   0.99994900
 AB5493!UTM  17      -   1.00000069  x   0.99960713  =   0.99960782
 AB5493
 AB5493:                Primary Azimuth Mark                     Grid Az
 AB5493:SPC FL E     -  95 054A                                  089 14 09.2
 AB5493:UTM  17      -  95 054A                                  089 14 09.2
 AB5493
 AB5493|---------------------------------------------------------------------|
 AB5493| PID    Reference Object                     Distance      Geod. Az  |
 AB5493|                                                           dddmmss.s |
 AB5493| AB5492 95 054A                             APPROX. 0.7 KM 0890709.9 |
 AB5493|---------------------------------------------------------------------|
 AB5493
 AB5493                          SUPERSEDED SURVEY CONTROL
 AB5493
 AB5493  NAD 83(1990)-  28 20 53.02642(N)    081 14 43.07471(W) AD(       ) 1
 AB5493  ELLIP H (07/11/96)   -4.35   (m)                       GP(       ) 4 1
 AB5493
 AB5493.Superseded values are not recommended for survey control.
 AB5493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5493.See file dsdata.txt to determine how the superseded data were derived.
 AB5493
 AB5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7596035785(NAD 83)
 AB5493_MARKER: DD = SURVEY DISK
 AB5493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5493_STAMPING: 95-054 1995
 AB5493_MARK LOGO: FL-097
 AB5493_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5493+STABILITY: SURFACE MOTION
 AB5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5493+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5493
 AB5493  HISTORY     - Date     Condition        Report By
 AB5493  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5493  HISTORY     - 20030206 MARK NOT FOUND   FLDEP
 AB5493
 AB5493                          STATION DESCRIPTION
 AB5493
 AB5493'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5493'THE STATION IS IN OSCEOLA COUNTY, FLORIDA AND IS 6.4 MI (10.3 KM)
 AB5493'NORTH AND 2.1MI EAST OF THE CITY OF SAINT CLOUD.  TO REACH THE STATION
 AB5493'FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSSEE ROAD) AND US 192,
 AB5493'2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO NORTH ON COUNTY ROAD 15 FOR
 AB5493'7.4 MI (11.9 KM) TO THE INTERSECTION OF COUNTY ROAD 15 AND BOGGY CREEK
 AB5493'ROAD.  TURN LEFT AND GO WEST ON BOGGY CREEK ROAD FOR 0.8 MI (1.3 KM)
 AB5493'TO THE STATION ON THE LEFT, 16 FT (4.9 M) SOUTH OF THE CENTERLINE OF
 AB5493'BOGGY CREEK ROAD.  THE STATION IS 218.0 FT (66.4 M) IN AZIMUTH 110
 AB5493'FROM THE CENTER OF A METAL GATE LEADING INTO GOAA PROPERTY, 222.0 FT
 AB5493'(67.7 M) IN AZIMUTH 80 FROM POWER POLE 11156 AND 93.0 FT (28.3 M) IN
 AB5493'AZIMUTH 290 FROM POWER POLE 11155.
 AB5493
 AB5493                          STATION RECOVERY (2003)
 AB5493
 AB5493'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5493'A NEW DRIVEWAY AND PAVEMENT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5492 ***********************************************************************
 AB5492  DESIGNATION -  95 054A
 AB5492  PID         -  AB5492
 AB5492  STATE/COUNTY-  FL/OSCEOLA
 AB5492  USGS QUAD   -  NARCOOSSEE (1970)
 AB5492
 AB5492                         *CURRENT SURVEY CONTROL
 AB5492  ___________________________________________________________________
 AB5492* NAD 83(1999)-  28 20 53.39758(N)    081 14 15.80111(W)     ADJUSTED  
 AB5492* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 AB5492  ___________________________________________________________________
 AB5492  X           -     855,742.437 (meters)                     COMP
 AB5492  Y           -  -5,551,935.035 (meters)                     COMP
 AB5492  Z           -   3,010,515.630 (meters)                     COMP
 AB5492  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AB5492  ELLIP HEIGHT-          -5.33  (meters)          (05/31/01) GPS OBS
 AB5492  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AB5492
 AB5492  HORZ ORDER  -  FIRST
 AB5492  ELLP ORDER  -  FOURTH    CLASS I
 AB5492
 AB5492.The horizontal coordinates were established by GPS observations
 AB5492.and adjusted by the National Geodetic Survey in May 2001..
 AB5492
 AB5492.The orthometric height was determined by GPS observations and a
 AB5492.high-resolution geoid model.
 AB5492
 AB5492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5492
 AB5492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5492
 AB5492.The ellipsoidal height was determined by GPS observations
 AB5492.and is referenced to NAD 83.
 AB5492
 AB5492.The geoid height was determined by GEOID03.
 AB5492
 AB5492;                    North         East     Units Scale Factor Converg.
 AB5492;SPC FL E     -   444,814.218   176,694.088   MT  0.99994788   -0 06 46.4
 AB5492;SPC FL E     - 1,459,361.31    579,703.85   sFT  0.99994788   -0 06 46.4
 AB5492;UTM  17      - 3,135,794.431   476,702.040   MT  0.99960670   -0 06 46.4
 AB5492
 AB5492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5492!SPC FL E     -   1.00000084  x   0.99994788  =   0.99994872
 AB5492!UTM  17      -   1.00000084  x   0.99960670  =   0.99960754
 AB5492
 AB5492:                Primary Azimuth Mark                     Grid Az
 AB5492:SPC FL E     -  95 054                                   269 14 09.2
 AB5492:UTM  17      -  95 054                                   269 14 09.2
 AB5492
 AB5492|---------------------------------------------------------------------|
 AB5492| PID    Reference Object                     Distance      Geod. Az  |
 AB5492|                                                           dddmmss.s |
 AB5492| AB5493 95 054                              APPROX. 0.7 KM 2690722.8 |
 AB5492|---------------------------------------------------------------------|
 AB5492
 AB5492                          SUPERSEDED SURVEY CONTROL
 AB5492
 AB5492  NAD 83(1990)-  28 20 53.39653(N)    081 14 15.80070(W) AD(       ) 1
 AB5492  ELLIP H (07/11/96)   -5.30   (m)                       GP(       ) 4 1
 AB5492
 AB5492.Superseded values are not recommended for survey control.
 AB5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5492.See file dsdata.txt to determine how the superseded data were derived.
 AB5492
 AB5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7670235794(NAD 83)
 AB5492_MARKER: DD = SURVEY DISK
 AB5492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5492_STAMPING: 95-054A 1995
 AB5492_MARK LOGO: FL-097
 AB5492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5492+STABILITY: SURFACE MOTION
 AB5492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5492+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5492
 AB5492  HISTORY     - Date     Condition        Report By
 AB5492  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5492  HISTORY     - 20030206 MARK NOT FOUND   FLDEP
 AB5492
 AB5492                          STATION DESCRIPTION
 AB5492
 AB5492'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5492'THE STATION IS IN OSCEOLA COUNTY, FLORIDA AND IS 6.4 MI (10.3 KM)
 AB5492'NORTH AND 2.6MI EAST OF THE CITY OF SAINT CLOUD.  TO REACH THE STATION
 AB5492'FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSSEE ROAD) AND US 192,
 AB5492'2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO NORTH ON COUNTY ROAD 15 FOR
 AB5492'7.4 MI (11.9 KM) TO THE INTERSECTION OF COUNTY ROAD 15 AND BOGGY CREEK
 AB5492'ROAD.  TURN LEFT AND GO WEST ON BOGGY CREEK ROAD FOR 0.35 MI (0.56 KM)
 AB5492'TO THE STATION ON THE RIGHT, 15 FT (4.6 M) NORTH OF THE CENTERLINE OF
 AB5492'BOGGY CREEK ROAD AND ON THE OPPOSITE SIDE OF THE ROAD FROM A TRAILER
 AB5492'COURT.  THE STATION IS 144.0 FT (43.9 M) IN AZIMUTH 60 FROM POWER POLE
 AB5492'11146, 71.0 FT (21.6 M) DUE NORTH FROM LIGHT POLE 22027 AND 196.0 FT
 AB5492'(59.7 M) IN AZIMUTH 300 FROM POWER POLE 11145.
 AB5492
 AB5492                          STATION RECOVERY (2003)
 AB5492
 AB5492'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5492'FOUND A MONUMENT AT THE LOCATION WITH THE DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5491 ***********************************************************************
 AB5491  DESIGNATION -  95 055
 AB5491  PID         -  AB5491
 AB5491  STATE/COUNTY-  FL/OSCEOLA
 AB5491  USGS QUAD   -  NARCOOSSEE (1970)
 AB5491
 AB5491                         *CURRENT SURVEY CONTROL
 AB5491  ___________________________________________________________________
 AB5491* NAD 83(1999)-  28 18 38.73778(N)    081 14 21.22829(W)     ADJUSTED  
 AB5491* NAVD 88     -        21.6    (meters)      71.     (feet)  GPS OBS   
 AB5491  ___________________________________________________________________
 AB5491  X           -     855,895.837 (meters)                     COMP
 AB5491  Y           -  -5,553,900.880 (meters)                     COMP
 AB5491  Z           -   3,006,866.170 (meters)                     COMP
 AB5491  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AB5491  ELLIP HEIGHT-          -6.37  (meters)          (05/31/01) GPS OBS
 AB5491  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AB5491
 AB5491  HORZ ORDER  -  FIRST
 AB5491  ELLP ORDER  -  FOURTH    CLASS I
 AB5491
 AB5491.The horizontal coordinates were established by GPS observations
 AB5491.and adjusted by the National Geodetic Survey in May 2001..
 AB5491
 AB5491.The orthometric height was determined by GPS observations and a
 AB5491.high-resolution geoid model.
 AB5491
 AB5491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5491
 AB5491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5491
 AB5491.The ellipsoidal height was determined by GPS observations
 AB5491.and is referenced to NAD 83.
 AB5491
 AB5491.The geoid height was determined by GEOID03.
 AB5491
 AB5491;                    North         East     Units Scale Factor Converg.
 AB5491;SPC FL E     -   440,669.277   176,538.077   MT  0.99994797   -0 06 48.4
 AB5491;SPC FL E     - 1,445,762.45    579,192.01   sFT  0.99994797   -0 06 48.4
 AB5491;UTM  17      - 3,131,650.904   476,546.082   MT  0.99960679   -0 06 48.4
 AB5491
 AB5491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5491!SPC FL E     -   1.00000100  x   0.99994797  =   0.99994897
 AB5491!UTM  17      -   1.00000100  x   0.99960679  =   0.99960779
 AB5491
 AB5491:                Primary Azimuth Mark                     Grid Az
 AB5491:SPC FL E     -  95 055A                                  179 56 01.9
 AB5491:UTM  17      -  95 055A                                  179 56 01.9
 AB5491
 AB5491|---------------------------------------------------------------------|
 AB5491| PID    Reference Object                     Distance      Geod. Az  |
 AB5491|                                                           dddmmss.s |
 AB5491| AB5490 95 055A                             APPROX. 1.0 KM 1794913.5 |
 AB5491|---------------------------------------------------------------------|
 AB5491
 AB5491                          SUPERSEDED SURVEY CONTROL
 AB5491
 AB5491  NAD 83(1990)-  28 18 38.73673(N)    081 14 21.22788(W) AD(       ) 1
 AB5491  ELLIP H (07/11/96)   -6.34   (m)                       GP(       ) 4 1
 AB5491
 AB5491.Superseded values are not recommended for survey control.
 AB5491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5491.See file dsdata.txt to determine how the superseded data were derived.
 AB5491
 AB5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7654631651(NAD 83)
 AB5491_MARKER: DD = SURVEY DISK
 AB5491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5491_STAMPING: 95-055 1995
 AB5491_MARK LOGO: FL-097
 AB5491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5491+STABILITY: SURFACE MOTION
 AB5491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5491+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5491
 AB5491  HISTORY     - Date     Condition        Report By
 AB5491  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5491
 AB5491                          STATION DESCRIPTION
 AB5491
 AB5491'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5491'THE STATION IS IN OSCEOLA COUNTY, FLORIDA AND IS 4.1 MI (6.6 KM) NORTH
 AB5491'AND 2.5MI EAST OF THE CITY OF SAINT CLOUD.  TO REACH THE STATION FROM
 AB5491'THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSSEE ROAD) AND US 192, 2.5
 AB5491'MI (4.0 KM) EAST OF SAINT CLOUD, GO NORTH ON COUNTY ROAD 15 FOR 4.6 MI
 AB5491'(7.4 KM) TO THE STATION ON THE LEFT, 15 FT (4.6 M) WEST OF THE
 AB5491'CENTERLINE OF COUNTY ROAD 15 AND 2.8 MI (4.5 KM) SOUTH FROM THE
 AB5491'INTERSECTION OF COUNTY ROAD 15 AND BOGGY CREEK ROAD.  THE STATION IS
 AB5491'180.0 FT (54.9 M) IN AZIMUTH 200 FROM POWER POLE 10768, 99.0 FT (30.2
 AB5491'M) IN AZIMUTH 320 FROM POWER POLE 10767 AND 53.0 FT (16.2 M) IN
 AB5491'AZIMUTH 130 FROM A 12 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5490 ***********************************************************************
 AB5490  DESIGNATION -  95 055A
 AB5490  PID         -  AB5490
 AB5490  STATE/COUNTY-  FL/OSCEOLA
 AB5490  USGS QUAD   -  NARCOOSSEE (1970)
 AB5490
 AB5490                         *CURRENT SURVEY CONTROL
 AB5490  ___________________________________________________________________
 AB5490* NAD 83(1999)-  28 18 06.85911(N)    081 14 21.11539(W)     ADJUSTED  
 AB5490* NAVD 88     -        21.7    (meters)      71.     (feet)  GPS OBS   
 AB5490  ___________________________________________________________________
 AB5490  X           -     855,969.768 (meters)                     COMP
 AB5490  Y           -  -5,554,360.421 (meters)                     COMP
 AB5490  Z           -   3,006,002.195 (meters)                     COMP
 AB5490  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AB5490  ELLIP HEIGHT-          -6.27  (meters)          (05/31/01) GPS OBS
 AB5490  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AB5490
 AB5490  HORZ ORDER  -  FIRST
 AB5490  ELLP ORDER  -  FOURTH    CLASS I
 AB5490
 AB5490.The horizontal coordinates were established by GPS observations
 AB5490.and adjusted by the National Geodetic Survey in May 2001..
 AB5490
 AB5490.The orthometric height was determined by GPS observations and a
 AB5490.high-resolution geoid model.
 AB5490
 AB5490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5490
 AB5490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5490
 AB5490.The ellipsoidal height was determined by GPS observations
 AB5490.and is referenced to NAD 83.
 AB5490
 AB5490.The geoid height was determined by GEOID03.
 AB5490
 AB5490;                    North         East     Units Scale Factor Converg.
 AB5490;SPC FL E     -   439,687.954   176,539.210   MT  0.99994797   -0 06 48.3
 AB5490;SPC FL E     - 1,442,542.90    579,195.72   sFT  0.99994797   -0 06 48.3
 AB5490;UTM  17      - 3,130,669.915   476,547.214   MT  0.99960679   -0 06 48.3
 AB5490
 AB5490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5490!SPC FL E     -   1.00000098  x   0.99994797  =   0.99994895
 AB5490!UTM  17      -   1.00000098  x   0.99960679  =   0.99960777
 AB5490
 AB5490:                Primary Azimuth Mark                     Grid Az
 AB5490:SPC FL E     -  95 055                                   359 56 01.8
 AB5490:UTM  17      -  95 055                                   359 56 01.8
 AB5490
 AB5490|---------------------------------------------------------------------|
 AB5490| PID    Reference Object                     Distance      Geod. Az  |
 AB5490|                                                           dddmmss.s |
 AB5490| AB5491 95 055                              APPROX. 1.0 KM 3594913.5 |
 AB5490|---------------------------------------------------------------------|
 AB5490
 AB5490                          SUPERSEDED SURVEY CONTROL
 AB5490
 AB5490  NAD 83(1990)-  28 18 06.85806(N)    081 14 21.11497(W) AD(       ) 1
 AB5490  ELLIP H (07/11/96)   -6.24   (m)                       GP(       ) 4 1
 AB5490
 AB5490.Superseded values are not recommended for survey control.
 AB5490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5490.See file dsdata.txt to determine how the superseded data were derived.
 AB5490
 AB5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7654730670(NAD 83)
 AB5490_MARKER: DD = SURVEY DISK
 AB5490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5490_STAMPING: 95-055A 1995
 AB5490_MARK LOGO: FL-097
 AB5490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5490+STABILITY: SURFACE MOTION
 AB5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5490+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5490
 AB5490  HISTORY     - Date     Condition        Report By
 AB5490  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5490
 AB5490                          STATION DESCRIPTION
 AB5490
 AB5490'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5490'THE STATION IS IN OSCEOLA COUNTY, FLORIDA AND IS 3.5 MI (5.6 KM) NORTH
 AB5490'AND 2.5MI EAST FROM THE CITY OF SAINT CLOUD.  TO REACH THE STATION
 AB5490'FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSSEE ROAD) AND US 192,
 AB5490'2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO NORTH ON COUNTY ROAD 15 FOR
 AB5490'4.0 MI (6.4 KM) TO THE STATION ON THE LEFT, 15 FT (4.6 M) WEST OF THE
 AB5490'CENTERLINE OF COUNTY ROAD 15, 0.3 MI (0.5 KM) NORTH OF THE
 AB5490'INTERSECTION OF COUNTY ROAD 15 AND JONES ROAD AND ON THE NORTHERN
 AB5490'OUTSKIRTS OF THE SMALL TOWN OF NARCOOSSEE.  THE STATION IS 78.0 FT
 AB5490'(23.8 M) IN AZIMUTH 230 FROM POWER POLE 10081, 151.0 FT (46.0 M) IN
 AB5490'AZIMUTH 335 FROM A 30 INCH OAK AND 206.0 FT (62.8 M) IN AZIMUTH 345
 AB5490'FROM POWER POLE 10071.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5483 ***********************************************************************
 AB5483  DESIGNATION -  95 056
 AB5483  PID         -  AB5483
 AB5483  STATE/COUNTY-  FL/OSCEOLA
 AB5483  USGS QUAD   -  NARCOOSSEE (1970)
 AB5483
 AB5483                         *CURRENT SURVEY CONTROL
 AB5483  ___________________________________________________________________
 AB5483* NAD 83(1999)-  28 16 31.03204(N)    081 10 30.66542(W)     ADJUSTED  
 AB5483* NAVD 88     -        21.8    (meters)      72.     (feet)  GPS OBS   
 AB5483  ___________________________________________________________________
 AB5483  X           -     862,389.335 (meters)                     COMP
 AB5483  Y           -  -5,554,782.096 (meters)                     COMP
 AB5483  Z           -   3,003,404.519 (meters)                     COMP
 AB5483  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AB5483  ELLIP HEIGHT-          -6.28  (meters)          (05/31/01) GPS OBS
 AB5483  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AB5483
 AB5483  HORZ ORDER  -  FIRST
 AB5483  ELLP ORDER  -  FOURTH    CLASS I
 AB5483
 AB5483.The horizontal coordinates were established by GPS observations
 AB5483.and adjusted by the National Geodetic Survey in May 2001..
 AB5483
 AB5483.The orthometric height was determined by GPS observations and a
 AB5483.high-resolution geoid model.
 AB5483
 AB5483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5483
 AB5483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5483
 AB5483.The ellipsoidal height was determined by GPS observations
 AB5483.and is referenced to NAD 83.
 AB5483
 AB5483.The geoid height was determined by GEOID03.
 AB5483
 AB5483;                    North         East     Units Scale Factor Converg.
 AB5483;SPC FL E     -   436,727.369   182,813.478   MT  0.99994482   -0 04 58.8
 AB5483;SPC FL E     - 1,432,829.71    599,780.55   sFT  0.99994482   -0 04 58.8
 AB5483;UTM  17      - 3,127,710.340   482,819.342   MT  0.99960364   -0 04 58.8
 AB5483
 AB5483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5483!SPC FL E     -   1.00000099  x   0.99994482  =   0.99994581
 AB5483!UTM  17      -   1.00000099  x   0.99960364  =   0.99960463
 AB5483
 AB5483:                Primary Azimuth Mark                     Grid Az
 AB5483:SPC FL E     -  95 056A                                  087 18 35.5
 AB5483:UTM  17      -  95 056A                                  087 18 35.5
 AB5483
 AB5483|---------------------------------------------------------------------|
 AB5483| PID    Reference Object                     Distance      Geod. Az  |
 AB5483|                                                           dddmmss.s |
 AB5483| AB5482 95 056A                             APPROX. 1.5 KM 0871336.7 |
 AB5483|---------------------------------------------------------------------|
 AB5483
 AB5483                          SUPERSEDED SURVEY CONTROL
 AB5483
 AB5483  NAD 83(1990)-  28 16 31.03102(N)    081 10 30.66500(W) AD(       ) 1
 AB5483  ELLIP H (07/11/96)   -6.25   (m)                       GP(       ) 4 1
 AB5483
 AB5483.Superseded values are not recommended for survey control.
 AB5483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5483.See file dsdata.txt to determine how the superseded data were derived.
 AB5483
 AB5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8281927710(NAD 83)
 AB5483_MARKER: DD = SURVEY DISK
 AB5483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5483_STAMPING: 95-056 1995
 AB5483_MARK LOGO: FL-097
 AB5483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5483+STABILITY: SURFACE MOTION
 AB5483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5483+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5483
 AB5483  HISTORY     - Date     Condition        Report By
 AB5483  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5483
 AB5483                          STATION DESCRIPTION
 AB5483
 AB5483'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5483'THE STATION IS IN OSCEOLA COUNTY, FLORIDA AND IS 1.4 MI (2.3 KM) NORTH
 AB5483'AND 6.2 MI (10.0 KM) EAST FROM THE CITY OF SAINT CLOUD.  TO REACH THE
 AB5483'STATION FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSSEE ROAD) AND
 AB5483'US 192, 2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO EAST ON US 192 FOR
 AB5483'1.25 MI (2.01 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD 532
 AB5483'(NOVA ROAD) .  TURN LEFT AND GO NORTHEAST AND EAST ON COUNTY ROAD 532
 AB5483'FOR 3.75 MI (6.03 KM) TO THE STATION ON THE LEFT.  THE STATION IS 22
 AB5483'FT (6.7 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 532, 145 FT (44.2 M)
 AB5483'WEST OF THE CENTERLINE OF BERRYWOOD LANE AND 85 FT (25.9 M) EAST OF
 AB5483'MAIL BOX 6565A.  THE STATION IS 101.0 FT (30.8 M) IN AZIMUTH 110 FROM
 AB5483'POWER POLE 15771, 154.0 FT (46.9 M) IN AZIMUTH 5 FROM THE NORTHEAST
 AB5483'HOG WIRE FENCE CORNER AND 181.0 FT (55.2 M) IN AZIMUTH 330 FROM POWER
 AB5483'POLE 15773.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5482 ***********************************************************************
 AB5482  DESIGNATION -  95 056A
 AB5482  PID         -  AB5482
 AB5482  STATE/COUNTY-  FL/OSCEOLA
 AB5482  USGS QUAD   -  NARCOOSSEE (1970)
 AB5482
 AB5482                         *CURRENT SURVEY CONTROL
 AB5482  ___________________________________________________________________
 AB5482* NAD 83(1999)-  28 16 33.31645(N)    081 09 37.32540(W)     ADJUSTED  
 AB5482* NAVD 88     -        21.300  (meters)      69.88   (feet)  ADJUSTED  
 AB5482  ___________________________________________________________________
 AB5482  X           -     863,820.587 (meters)                     COMP
 AB5482  Y           -  -5,554,525.561 (meters)                     COMP
 AB5482  Z           -   3,003,466.224 (meters)                     COMP
 AB5482  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AB5482  ELLIP HEIGHT-          -6.76  (meters)          (05/31/01) GPS OBS
 AB5482  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AB5482  DYNAMIC HT  -          21.269 (meters)      69.78  (feet)  COMP
 AB5482  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AB5482
 AB5482  HORZ ORDER  -  FIRST
 AB5482  VERT ORDER  -  SECOND    CLASS I
 AB5482  ELLP ORDER  -  FOURTH    CLASS I
 AB5482
 AB5482.The horizontal coordinates were established by GPS observations
 AB5482.and adjusted by the National Geodetic Survey in May 2001..
 AB5482
 AB5482.The orthometric height was determined by differential leveling
 AB5482.and adjusted by the National Geodetic Survey in September 2004..
 AB5482
 AB5482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5482
 AB5482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5482
 AB5482.The ellipsoidal height was determined by GPS observations
 AB5482.and is referenced to NAD 83.
 AB5482
 AB5482.The geoid height was determined by GEOID03.
 AB5482
 AB5482.The dynamic height is computed by dividing the NAVD 88
 AB5482.geopotential number by the normal gravity value computed on the
 AB5482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5482.degrees latitude (g = 980.6199 gals.).
 AB5482
 AB5482.The modeled gravity was interpolated from observed gravity values.
 AB5482
 AB5482;                    North         East     Units Scale Factor Converg.
 AB5482;SPC FL E     -   436,795.672   184,267.164   MT  0.99994423   -0 04 33.5
 AB5482;SPC FL E     - 1,433,053.80    604,549.85   sFT  0.99994423   -0 04 33.5
 AB5482;UTM  17      - 3,127,778.621   484,272.532   MT  0.99960305   -0 04 33.5
 AB5482
 AB5482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5482!SPC FL E     -   1.00000106  x   0.99994423  =   0.99994529
 AB5482!UTM  17      -   1.00000106  x   0.99960305  =   0.99960411
 AB5482
 AB5482:                Primary Azimuth Mark                     Grid Az
 AB5482:SPC FL E     -  95 056                                   267 18 35.4
 AB5482:UTM  17      -  95 056                                   267 18 35.4
 AB5482
 AB5482|---------------------------------------------------------------------|
 AB5482| PID    Reference Object                     Distance      Geod. Az  |
 AB5482|                                                           dddmmss.s |
 AB5482| AB5483 95 056                              APPROX. 1.5 KM 2671401.9 |
 AB5482|---------------------------------------------------------------------|
 AB5482
 AB5482                          SUPERSEDED SURVEY CONTROL
 AB5482
 AB5482  NAD 83(1990)-  28 16 33.31541(N)    081 09 37.32498(W) AD(       ) 1
 AB5482  ELLIP H (07/11/96)   -6.73   (m)                       GP(       ) 4 1
 AB5482
 AB5482.Superseded values are not recommended for survey control.
 AB5482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5482.See file dsdata.txt to determine how the superseded data were derived.
 AB5482
 AB5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8427327779(NAD 83)
 AB5482_MARKER: DD = SURVEY DISK
 AB5482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5482_STAMPING: 95-056A 1995
 AB5482_MARK LOGO: FL-097
 AB5482_PROJECTION: FLUSH
 AB5482_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5482+STABILITY: SURFACE MOTION
 AB5482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5482+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005
 AB5482
 AB5482  HISTORY     - Date     Condition        Report By
 AB5482  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5482  HISTORY     - 20021204 GOOD             FLDEP
 AB5482  HISTORY     - 20050313 GOOD             GEOCAC
 AB5482
 AB5482                          STATION DESCRIPTION
 AB5482
 AB5482'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5482'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSEE ROAD) AND
 AB5482'US ROUTE 192 LOCATED 2.5 MI (4.0 KM) EAST OF THE CITY OF SAINT CLOUD,
 AB5482'TRAVEL 1.25 MI (2.01 KM) EAST ALONG US ROUTE 192 TO THE INTERSECTION
 AB5482'OF US ROUTE 192 AND COUNTY ROAD 523 (NOVA ROAD) .  TURN LEFT AND
 AB5482'PROCEED 4.65 MI (7.48 KM) EAST-NORTHEAST ALONG NOVA ROAD TO THE
 AB5482'STATION ON THE LEFT.
 AB5482
 AB5482                          STATION RECOVERY (2002)
 AB5482
 AB5482'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AB5482'THE MARK IS ABOUT 8.5 MI NORTHWEST OF HOLOPAW, 8.5 MI EAST-NORTHEAST
 AB5482'OF ST. CLOUD, 4.5 MI  NORTHEAST OF ASHTON, IN SECTION 25, TOWNSHIP 25
 AB5482'SOUTH, RANGE 31 EAST.
 AB5482' 
 AB5482'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 AB5482'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 AB5482'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 AB5482'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 AB5482'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE
 AB5482'JUNCTION OF  NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON
 AB5482'NOVA ROAD (COUNTY ROAD 532), GO  NORTHEAST FOR 3.65 MI TO CANAL C-32C
 AB5482'AND THE JUNCTION OF SUNGROVE ROAD ON THE LEFT AND  THE MARK ON THE
 AB5482'LEFT, SET IN THE TOP OF A 6-INCH SQUARE PREFABRICATED CONCRETE POST
 AB5482'SURROUNDED BY CONCRETE LEVEL WITH THE GROUND AND ABOUT LEVEL WITH NOVA
 AB5482'ROAD.
 AB5482' 
 AB5482'LOCATED 97.0 FT SOUTH OF THE CENTER OF A METAL GATE, 21.1 FT NORTH OF
 AB5482'THE CENTERLINE OF  NOVA ROAD, 13.1 FT EAST OF THE NORTHWEST CORNER OF
 AB5482'THE NORTH SIDE OF THE BRIDGE AND  17.2 FT NORTHWEST OF SURVEY MARK OS
 AB5482'99 1980.
 AB5482
 AB5482                          STATION RECOVERY (2005)
 AB5482
 AB5482'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5499 ***********************************************************************
 AB5499  DESIGNATION -  95 057
 AB5499  PID         -  AB5499
 AB5499  STATE/COUNTY-  FL/OSCEOLA
 AB5499  USGS QUAD   -  ST CLOUD SOUTH (1980)
 AB5499
 AB5499                         *CURRENT SURVEY CONTROL
 AB5499  ___________________________________________________________________
 AB5499* NAD 83(1999)-  28 14 03.74231(N)    081 17 35.64561(W)     ADJUSTED  
 AB5499* NAVD 88     -        23.2    (meters)      76.     (feet)  GPS OBS   
 AB5499  ___________________________________________________________________
 AB5499  X           -     851,267.781 (meters)                     COMP
 AB5499  Y           -  -5,558,670.203 (meters)                     COMP
 AB5499  Z           -   2,999,411.279 (meters)                     COMP
 AB5499  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AB5499  ELLIP HEIGHT-          -4.75  (meters)          (05/31/01) GPS OBS
 AB5499  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AB5499
 AB5499  HORZ ORDER  -  FIRST
 AB5499  ELLP ORDER  -  FOURTH    CLASS I
 AB5499
 AB5499.The horizontal coordinates were established by GPS observations
 AB5499.and adjusted by the National Geodetic Survey in May 2001..
 AB5499
 AB5499.The orthometric height was determined by GPS observations and a
 AB5499.high-resolution geoid model.
 AB5499
 AB5499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5499
 AB5499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5499
 AB5499.The ellipsoidal height was determined by GPS observations
 AB5499.and is referenced to NAD 83.
 AB5499
 AB5499.The geoid height was determined by GEOID03.
 AB5499
 AB5499;                    North         East     Units Scale Factor Converg.
 AB5499;SPC FL E     -   432,215.813   171,221.138   MT  0.99995139   -0 08 19.4
 AB5499;SPC FL E     - 1,418,028.05    561,748.02   sFT  0.99995139   -0 08 19.4
 AB5499;UTM  17      - 3,123,200.325   471,230.957   MT  0.99961021   -0 08 19.4
 AB5499
 AB5499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5499!SPC FL E     -   1.00000075  x   0.99995139  =   0.99995214
 AB5499!UTM  17      -   1.00000075  x   0.99961021  =   0.99961096
 AB5499
 AB5499:                Primary Azimuth Mark                     Grid Az
 AB5499:SPC FL E     -  95 057A                                  179 46 54.7
 AB5499:UTM  17      -  95 057A                                  179 46 54.7
 AB5499
 AB5499|---------------------------------------------------------------------|
 AB5499| PID    Reference Object                     Distance      Geod. Az  |
 AB5499|                                                           dddmmss.s |
 AB5499| AB5500 95 057A                             APPROX. 0.6 KM 1793835.3 |
 AB5499|---------------------------------------------------------------------|
 AB5499
 AB5499                          SUPERSEDED SURVEY CONTROL
 AB5499
 AB5499  NAD 83(1990)-  28 14 03.74123(N)    081 17 35.64519(W) AD(       ) 1
 AB5499  ELLIP H (07/11/96)   -4.72   (m)                       GP(       ) 4 1
 AB5499
 AB5499.Superseded values are not recommended for survey control.
 AB5499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5499.See file dsdata.txt to determine how the superseded data were derived.
 AB5499
 AB5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7123123200(NAD 83)
 AB5499_MARKER: DD = SURVEY DISK
 AB5499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5499_STAMPING: 95-057 1995
 AB5499_MARK LOGO: FL-097
 AB5499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5499+STABILITY: SURFACE MOTION
 AB5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5499+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5499
 AB5499  HISTORY     - Date     Condition        Report By
 AB5499  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5499
 AB5499                          STATION DESCRIPTION
 AB5499
 AB5499'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5499'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 0.9 MI (1.4
 AB5499'KM) NORTHAND 0.6 MI (1.0 KM) WEST OF THE CITY OF SAINT CLOUD. TO REACH
 AB5499'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 523
 AB5499'(VERMONT STREET) IN SAINT CLOUD, GO SOUTH ON COUNTY 523 FOR 0.8 MI
 AB5499'(1.3 KM) TO THE STATION ON THE RIGHT.  NOTE, VERMONT STREET TURNS INTO
 AB5499'CANOE CREEK ROAD AND STILL REMAINS COUNTY ROAD 523.  THE STATION IS 44
 AB5499'FT (13.4 M) WEST OF THE CENTERLINE OF COUNTY ROAD 523 (CANOE CREEK
 AB5499'ROAD) , 13 FT (4.0 M) EAST OF A NORTH-SOUTH FENCE LINE AND IN THE
 AB5499'APPROXIMATE CENTERLINE OF A GAS LINE RIGHT OF WAY.  THE STATION IS
 AB5499'260.0 FT (79.2 M) IN AZIMUTH 177 FROM POWER POLE 21016, 149.0 FT (45.4
 AB5499'M) IN AZIMUTH 3 FROM POWER POLE 21017 AND 153.0 FT (46.6 M) IN AZIMUTH
 AB5499'330 FROM A FIRE HYDRANT ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5500 ***********************************************************************
 AB5500  DESIGNATION -  95 057A
 AB5500  PID         -  AB5500
 AB5500  STATE/COUNTY-  FL/OSCEOLA
 AB5500  USGS QUAD   -  ST CLOUD SOUTH (1980)
 AB5500
 AB5500                         *CURRENT SURVEY CONTROL
 AB5500  ___________________________________________________________________
 AB5500* NAD 83(1999)-  28 13 42.92976(N)    081 17 35.49925(W)     ADJUSTED  
 AB5500* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 AB5500  ___________________________________________________________________
 AB5500  X           -     851,317.537 (meters)                     COMP
 AB5500  Y           -  -5,558,968.744 (meters)                     COMP
 AB5500  Z           -   2,998,846.560 (meters)                     COMP
 AB5500  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AB5500  ELLIP HEIGHT-          -5.25  (meters)          (05/31/01) GPS OBS
 AB5500  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AB5500
 AB5500  HORZ ORDER  -  FIRST
 AB5500  ELLP ORDER  -  FOURTH    CLASS I
 AB5500
 AB5500.The horizontal coordinates were established by GPS observations
 AB5500.and adjusted by the National Geodetic Survey in May 2001..
 AB5500
 AB5500.The orthometric height was determined by GPS observations and a
 AB5500.high-resolution geoid model.
 AB5500
 AB5500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5500
 AB5500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5500
 AB5500.The ellipsoidal height was determined by GPS observations
 AB5500.and is referenced to NAD 83.
 AB5500
 AB5500.The geoid height was determined by GEOID03.
 AB5500
 AB5500;                    North         East     Units Scale Factor Converg.
 AB5500;SPC FL E     -   431,575.139   171,223.577   MT  0.99995139   -0 08 19.2
 AB5500;SPC FL E     - 1,415,926.10    561,756.02   sFT  0.99995139   -0 08 19.2
 AB5500;UTM  17      - 3,122,559.868   471,233.396   MT  0.99961021   -0 08 19.2
 AB5500
 AB5500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5500!SPC FL E     -   1.00000082  x   0.99995139  =   0.99995221
 AB5500!UTM  17      -   1.00000082  x   0.99961021  =   0.99961103
 AB5500
 AB5500:                Primary Azimuth Mark                     Grid Az
 AB5500:SPC FL E     -  95 057                                   359 46 54.6
 AB5500:UTM  17      -  95 057                                   359 46 54.6
 AB5500
 AB5500|---------------------------------------------------------------------|
 AB5500| PID    Reference Object                     Distance      Geod. Az  |
 AB5500|                                                           dddmmss.s |
 AB5500| AB5499 95 057                              APPROX. 0.6 KM 3593835.4 |
 AB5500|---------------------------------------------------------------------|
 AB5500
 AB5500                          SUPERSEDED SURVEY CONTROL
 AB5500
 AB5500  NAD 83(1990)-  28 13 42.92871(N)    081 17 35.49883(W) AD(       ) 1
 AB5500  ELLIP H (07/11/96)   -5.21   (m)                       GP(       ) 4 1
 AB5500
 AB5500.Superseded values are not recommended for survey control.
 AB5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5500.See file dsdata.txt to determine how the superseded data were derived.
 AB5500
 AB5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7123322560(NAD 83)
 AB5500_MARKER: DD = SURVEY DISK
 AB5500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5500_STAMPING: 95-057A 1995
 AB5500_MARK LOGO: FL-097
 AB5500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5500+STABILITY: SURFACE MOTION
 AB5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5500+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5500
 AB5500  HISTORY     - Date     Condition        Report By
 AB5500  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5500
 AB5500                          STATION DESCRIPTION
 AB5500
 AB5500'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5500'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 1.3 MI (2.1
 AB5500'KM) SOUTHAND 0.6 MI (1.0 KM) WEST OF THE CITY OF SAINT CLOUD. TO REACH
 AB5500'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 523
 AB5500'(VERMONT STREET) IN SAINT CLOUD, GO SOUTH ON COUNTY ROAD 523 FOR 1.2
 AB5500'MI (1.9 KM) TO THE STATION ON THE RIGHT.  NOTE, VERMONT STREET TURNS
 AB5500'INTO CANOE CREEK ROAD AND STILL REMAINS COUNTY ROAD 523.  THE STATION
 AB5500'IS 40 FT (12.2 M) WEST OF THE CENTERLINE OF COUNTY ROAD 523, 90 FT
 AB5500'(27.4 M) NORTH OF THE CENTERLINE OF A PRIVATE DRIVE LEADING TO THE
 AB5500'WEST THRU A WHITE TIMBER NORTH-SOUTH FENCE LINE, AND 15 FT (4.6 M)
 AB5500'EAST OF SAID FENCE.  THE STATION IS 85.0 FT (25.9 M) IN AZIMUTH 45
 AB5500'FROM A 12 INCH PINE ON THE WEST SIDE OF THE ROAD, 120.0 FT (36.6 M) IN
 AB5500'AZIMUTH 225 FROM A 15 INCH PINE ON THE EAST SIDE OF THE ROAD AND 105.0
 AB5500'FT (32.0 M) IN AZIMUTH 135 FROM A FIRE HYDRANT ON THE EAST SIDE OF THE
 AB5500'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5488 ***********************************************************************
 AB5488  DESIGNATION -  95 058
 AB5488  PID         -  AB5488
 AB5488  STATE/COUNTY-  FL/OSCEOLA
 AB5488  USGS QUAD   -  ASHTON (1981)
 AB5488
 AB5488                         *CURRENT SURVEY CONTROL
 AB5488  ___________________________________________________________________
 AB5488* NAD 83(1999)-  28 12 50.66746(N)    081 14 37.85394(W)     ADJUSTED  
 AB5488* NAVD 88     -        23.1    (meters)      76.     (feet)  GPS OBS   
 AB5488  ___________________________________________________________________
 AB5488  X           -     856,220.743 (meters)                     COMP
 AB5488  Y           -  -5,558,985.750 (meters)                     COMP
 AB5488  Z           -   2,997,429.142 (meters)                     COMP
 AB5488  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AB5488  ELLIP HEIGHT-          -4.86  (meters)          (05/31/01) GPS OBS
 AB5488  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AB5488
 AB5488  HORZ ORDER  -  FIRST
 AB5488  ELLP ORDER  -  FOURTH    CLASS I
 AB5488
 AB5488.The horizontal coordinates were established by GPS observations
 AB5488.and adjusted by the National Geodetic Survey in May 2001..
 AB5488
 AB5488.The orthometric height was determined by GPS observations and a
 AB5488.high-resolution geoid model.
 AB5488
 AB5488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5488
 AB5488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5488
 AB5488.The ellipsoidal height was determined by GPS observations
 AB5488.and is referenced to NAD 83.
 AB5488
 AB5488.The geoid height was determined by GEOID03.
 AB5488
 AB5488;                    North         East     Units Scale Factor Converg.
 AB5488;SPC FL E     -   429,955.637   176,063.560   MT  0.99994825   -0 06 55.0
 AB5488;SPC FL E     - 1,410,612.79    577,635.20   sFT  0.99994825   -0 06 55.0
 AB5488;UTM  17      - 3,120,940.920   476,071.727   MT  0.99960707   -0 06 55.0
 AB5488
 AB5488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5488!SPC FL E     -   1.00000076  x   0.99994825  =   0.99994901
 AB5488!UTM  17      -   1.00000076  x   0.99960707  =   0.99960783
 AB5488
 AB5488:                Primary Azimuth Mark                     Grid Az
 AB5488:SPC FL E     -  95 058A                                  179 07 38.0
 AB5488:UTM  17      -  95 058A                                  179 07 38.0
 AB5488
 AB5488|---------------------------------------------------------------------|
 AB5488| PID    Reference Object                     Distance      Geod. Az  |
 AB5488|                                                           dddmmss.s |
 AB5488| AB5489 95 058A                             486.454 METERS 1790043.0 |
 AB5488|---------------------------------------------------------------------|
 AB5488
 AB5488                          SUPERSEDED SURVEY CONTROL
 AB5488
 AB5488  NAD 83(1990)-  28 12 50.66644(N)    081 14 37.85351(W) AD(       ) 1
 AB5488  ELLIP H (07/11/96)   -4.82   (m)                       GP(       ) 4 1
 AB5488
 AB5488.Superseded values are not recommended for survey control.
 AB5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5488.See file dsdata.txt to determine how the superseded data were derived.
 AB5488
 AB5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7607220941(NAD 83)
 AB5488_MARKER: DD = SURVEY DISK
 AB5488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5488_STAMPING: 95-058 1995
 AB5488_MARK LOGO: FL-097
 AB5488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5488+STABILITY: SURFACE MOTION
 AB5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5488+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 AB5488
 AB5488  HISTORY     - Date     Condition        Report By
 AB5488  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5488  HISTORY     - 20041228 GOOD             GEOCAC
 AB5488
 AB5488                          STATION DESCRIPTION
 AB5488
 AB5488'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5488'THE STATION IS SITUATED IN OSCEOLA COUNTY FLORIDA AND IS 1.8 MI (2.9
 AB5488'KM) SOUTHAND 2.1 MI (3.4 KM) WEST OF THE CITY OF SAINT CLOUD. TO REACH
 AB5488'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 15
 AB5488'(NARCOOSSEE ROAD) , 2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO WEST ON US
 AB5488'192 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD
 AB5488'534 (HICKORY TREE ROAD) .  TURN LEFT AND GO SOUTH ON COUNTY ROAD 534
 AB5488'FOR 2.9 MI (4.7 KM) TO A RIGHT ANGLE BEND (SOUTH) IN THE ROAD AND THE
 AB5488'INTERSECTION OF COUNTY ROAD 534 AND MALONE ROAD. FOLLOW THE MEANDERING
 AB5488'COUNTY ROAD 534 FOR 2.9 MI (4.7 KM) TURN LEFT AND GO NORTH ON MALONE
 AB5488'ROAD (UNPAVED) FOR 0.03 MI (0.05 KM) TO THE STATION OF THE LEFT, BY A
 AB5488'JOG IN A FENCE LINE AND OPPOSITE A DRIVE LEADING TO THE EAST.  THE
 AB5488'STATION IS 305 FT (93.0 M) NORTH OF THE CENTERLINE OF HICKORY TREE
 AB5488'ROAD, 8.5 FT (2.6 M) SOUTH OF THE SOUTHEAST CORNER OF A JOG IN THE
 AB5488'FENCE (HOG WIRE) , AND 41.5 FT (12.6 M) IN AZIMUTH 260 FROM POWER POLE
 AB5488'20071.
 AB5488
 AB5488                          STATION RECOVERY (2004)
 AB5488
 AB5488'RECOVERY NOTE BY GEOCACHING 2004 (MAG)
 AB5488'MALONE RD. IS NOW THE NEW SECTION OF HICKORY TREE RD AND PAVED. THE
 AB5488'MARK IS ON THE WEST SIDE OF THE NEW PAVED ROAD. THE MARK IS 8.5 FEET
 AB5488'SOUTH OF A FENCE CORNER AND 2 FEET SOUTHWEST OF A SINGLE POWER POLE
 AB5488'GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5489 ***********************************************************************
 AB5489  DESIGNATION -  95 058A
 AB5489  PID         -  AB5489
 AB5489  STATE/COUNTY-  FL/OSCEOLA
 AB5489  USGS QUAD   -  ASHTON (1981)
 AB5489
 AB5489                         *CURRENT SURVEY CONTROL
 AB5489  ___________________________________________________________________
 AB5489* NAD 83(1999)-  28 12 34.86772(N)    081 14 37.54633(W)     ADJUSTED  
 AB5489* NAVD 88     -        23.4    (meters)      77.     (feet)  GPS OBS   
 AB5489  ___________________________________________________________________
 AB5489  X           -     856,264.074 (meters)                     COMP
 AB5489  Y           -  -5,559,211.974 (meters)                     COMP
 AB5489  Z           -   2,997,000.678 (meters)                     COMP
 AB5489  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AB5489  ELLIP HEIGHT-          -4.57  (meters)          (05/31/01) GPS OBS
 AB5489  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AB5489
 AB5489  HORZ ORDER  -  FIRST
 AB5489  ELLP ORDER  -  FOURTH    CLASS I
 AB5489
 AB5489.The horizontal coordinates were established by GPS observations
 AB5489.and adjusted by the National Geodetic Survey in May 2001..
 AB5489
 AB5489.The orthometric height was determined by GPS observations and a
 AB5489.high-resolution geoid model.
 AB5489
 AB5489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5489
 AB5489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5489
 AB5489.The ellipsoidal height was determined by GPS observations
 AB5489.and is referenced to NAD 83.
 AB5489
 AB5489.The geoid height was determined by GEOID03.
 AB5489
 AB5489;                    North         East     Units Scale Factor Converg.
 AB5489;SPC FL E     -   429,469.265   176,070.969   MT  0.99994824   -0 06 54.8
 AB5489;SPC FL E     - 1,409,017.08    577,659.50   sFT  0.99994824   -0 06 54.8
 AB5489;UTM  17      - 3,120,454.714   476,079.134   MT  0.99960706   -0 06 54.8
 AB5489
 AB5489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5489!SPC FL E     -   1.00000072  x   0.99994824  =   0.99994896
 AB5489!UTM  17      -   1.00000072  x   0.99960706  =   0.99960778
 AB5489
 AB5489:                Primary Azimuth Mark                     Grid Az
 AB5489:SPC FL E     -  95 058                                   359 07 37.9
 AB5489:UTM  17      -  95 058                                   359 07 37.9
 AB5489
 AB5489|---------------------------------------------------------------------|
 AB5489| PID    Reference Object                     Distance      Geod. Az  |
 AB5489|                                                           dddmmss.s |
 AB5489| AB5488 95 058                              486.454 METERS 3590043.1 |
 AB5489|---------------------------------------------------------------------|
 AB5489
 AB5489                          SUPERSEDED SURVEY CONTROL
 AB5489
 AB5489  NAD 83(1990)-  28 12 34.86673(N)    081 14 37.54590(W) AD(       ) 1
 AB5489  ELLIP H (07/11/96)   -4.54   (m)                       GP(       ) 4 1
 AB5489
 AB5489.Superseded values are not recommended for survey control.
 AB5489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5489.See file dsdata.txt to determine how the superseded data were derived.
 AB5489
 AB5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7607920455(NAD 83)
 AB5489_MARKER: DD = SURVEY DISK
 AB5489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5489_STAMPING: 95-058A 1995
 AB5489_MARK LOGO: FL-097
 AB5489_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5489+STABILITY: SURFACE MOTION
 AB5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5489+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5489
 AB5489  HISTORY     - Date     Condition        Report By
 AB5489  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5489
 AB5489                          STATION DESCRIPTION
 AB5489
 AB5489'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5489'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 3.0 MI (4.8
 AB5489'KM) SOUTHAND 2.3 MI (3.7 KM) EAST OF THE CITY OF SAINT CLOUD. TO REACH
 AB5489'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 15
 AB5489'(NARCOOSSEE ROAD) , 2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO WEST ON US
 AB5489'192 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD
 AB5489'534 (HICKORY TREE ROAD) .  TURN LEFT AND GO SOUTH ON COUNTY ROAD 534
 AB5489'FOR 3.2 MI (5.1 KM) TO THE STATION ON THE LEFT, 15 FT (4.6 M) EAST OF
 AB5489'THE CENTERLINE OF HICKORY TREE ROAD AND 48 FT (14.6 M) NORTH OF THE
 AB5489'CENTERLINE OF ALLIGATOR LAKE ROAD.  THE STATION IS 15.O FT EAST OF THE
 AB5489'CENTERLINE OF HICKORY TREE ROAD, 48.5 FT (14.8 M) NORTH OF THE
 AB5489'CENTERLINE OF ALLIGATOR LAKE ROAD AND 82.0 FT (25.0 M) IN AZIMUTH 50
 AB5489'FROM POWER POLE 23715.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5502 ***********************************************************************
 AB5502  DESIGNATION -  95 059
 AB5502  PID         -  AB5502
 AB5502  STATE/COUNTY-  FL/OSCEOLA
 AB5502  USGS QUAD   -  ST CLOUD SOUTH (1980)
 AB5502
 AB5502                         *CURRENT SURVEY CONTROL
 AB5502  ___________________________________________________________________
 AB5502* NAD 83(1999)-  28 10 50.47891(N)    081 16 58.28412(W)     ADJUSTED  
 AB5502* NAVD 88     -        23.0    (meters)      75.     (feet)  GPS OBS   
 AB5502  ___________________________________________________________________
 AB5502  X           -     852,700.797 (meters)                     COMP
 AB5502  Y           -  -5,561,295.379 (meters)                     COMP
 AB5502  Z           -   2,994,168.304 (meters)                     COMP
 AB5502  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AB5502  ELLIP HEIGHT-          -4.93  (meters)          (05/31/01) GPS OBS
 AB5502  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AB5502
 AB5502  HORZ ORDER  -  FIRST
 AB5502  ELLP ORDER  -  FOURTH    CLASS I
 AB5502
 AB5502.The horizontal coordinates were established by GPS observations
 AB5502.and adjusted by the National Geodetic Survey in May 2001..
 AB5502
 AB5502.The orthometric height was determined by GPS observations and a
 AB5502.high-resolution geoid model.
 AB5502
 AB5502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5502
 AB5502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5502
 AB5502.The ellipsoidal height was determined by GPS observations
 AB5502.and is referenced to NAD 83.
 AB5502
 AB5502.The geoid height was determined by GEOID03.
 AB5502
 AB5502;                    North         East     Units Scale Factor Converg.
 AB5502;SPC FL E     -   426,264.258   172,225.804   MT  0.99995069   -0 08 00.9
 AB5502;SPC FL E     - 1,398,501.99    565,044.16   sFT  0.99995069   -0 08 00.9
 AB5502;UTM  17      - 3,117,250.800   472,235.281   MT  0.99960951   -0 08 00.9
 AB5502
 AB5502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5502!SPC FL E     -   1.00000077  x   0.99995069  =   0.99995146
 AB5502!UTM  17      -   1.00000077  x   0.99960951  =   0.99961028
 AB5502
 AB5502:                Primary Azimuth Mark                     Grid Az
 AB5502:SPC FL E     -  95 059A                                  089 09 52.0
 AB5502:UTM  17      -  95 059A                                  089 09 52.0
 AB5502
 AB5502|---------------------------------------------------------------------|
 AB5502| PID    Reference Object                     Distance      Geod. Az  |
 AB5502|                                                           dddmmss.s |
 AB5502| AB5501 95 059A                             APPROX. 1.3 KM 0890151.1 |
 AB5502|---------------------------------------------------------------------|
 AB5502
 AB5502                          SUPERSEDED SURVEY CONTROL
 AB5502
 AB5502  NAD 83(1990)-  28 10 50.47786(N)    081 16 58.28369(W) AD(       ) 1
 AB5502  ELLIP H (07/11/96)   -4.89   (m)                       GP(       ) 4 1
 AB5502
 AB5502.Superseded values are not recommended for survey control.
 AB5502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5502.See file dsdata.txt to determine how the superseded data were derived.
 AB5502
 AB5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7223517251(NAD 83)
 AB5502_MARKER: DD = SURVEY DISK
 AB5502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5502_STAMPING: 95-059 1995
 AB5502_MARK LOGO: FL-097
 AB5502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5502+STABILITY: SURFACE MOTION
 AB5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5502+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5502
 AB5502  HISTORY     - Date     Condition        Report By
 AB5502  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5502
 AB5502                          STATION DESCRIPTION
 AB5502
 AB5502'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5502'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 4.7 MI (7.6
 AB5502'KM) DUESOUTH OF THE CITY OF SAINT CLOUD.  TO REACH THE STATION FROM
 AB5502'THE INTERSECTION OF US 192 AND COUNTY ROAD 523 (VERMONT STREET) IN
 AB5502'SAINT CLOUD, GO SOUTH ON COUNTY ROAD 523 FOR 4.7 MI (7.6 KM) TO THE
 AB5502'STATION ON THE RIGHT.  NOTE, VERMONT STREET TURNS INTO CANOE CREEK
 AB5502'ROAD AND STILL REMAINS COUNTY 523.  THE STATION IS 58 FT (17.7 M) WEST
 AB5502'OF THE CENTERLINE OF COUNTY ROAD 523, 35 FT (10.7 M) SOUTH OF THE
 AB5502'CENTERLINE OF FRIARS COVE ROAD AND IN THE NORTHEAST CORNER OF A TEXACO
 AB5502'GAS STATION PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5501 ***********************************************************************
 AB5501  DESIGNATION -  95 059A
 AB5501  PID         -  AB5501
 AB5501  STATE/COUNTY-  FL/OSCEOLA
 AB5501  USGS QUAD   -  ST CLOUD SOUTH (1980)
 AB5501
 AB5501                         *CURRENT SURVEY CONTROL
 AB5501  ___________________________________________________________________
 AB5501* NAD 83(1999)-  28 10 51.20746(N)    081 16 09.51738(W)     ADJUSTED  
 AB5501* NAVD 88     -        23.1    (meters)      76.     (feet)  GPS OBS   
 AB5501  ___________________________________________________________________
 AB5501  X           -     854,014.035 (meters)                     COMP
 AB5501  Y           -  -5,561,083.309 (meters)                     COMP
 AB5501  Z           -   2,994,188.158 (meters)                     COMP
 AB5501  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AB5501  ELLIP HEIGHT-          -4.75  (meters)          (05/31/01) GPS OBS
 AB5501  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AB5501
 AB5501  HORZ ORDER  -  FIRST
 AB5501  ELLP ORDER  -  FOURTH    CLASS I
 AB5501
 AB5501.The horizontal coordinates were established by GPS observations
 AB5501.and adjusted by the National Geodetic Survey in May 2001..
 AB5501
 AB5501.The orthometric height was determined by GPS observations and a
 AB5501.high-resolution geoid model.
 AB5501
 AB5501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5501
 AB5501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5501
 AB5501.The ellipsoidal height was determined by GPS observations
 AB5501.and is referenced to NAD 83.
 AB5501
 AB5501.The geoid height was determined by GEOID03.
 AB5501
 AB5501;                    North         East     Units Scale Factor Converg.
 AB5501;SPC FL E     -   426,283.658   173,555.996   MT  0.99994980   -0 07 37.9
 AB5501;SPC FL E     - 1,398,565.63    569,408.30   sFT  0.99994980   -0 07 37.9
 AB5501;UTM  17      - 3,117,270.193   473,565.019   MT  0.99960862   -0 07 37.9
 AB5501
 AB5501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5501!SPC FL E     -   1.00000075  x   0.99994980  =   0.99995055
 AB5501!UTM  17      -   1.00000075  x   0.99960862  =   0.99960937
 AB5501
 AB5501:                Primary Azimuth Mark                     Grid Az
 AB5501:SPC FL E     -  95 059                                   269 09 52.1
 AB5501:UTM  17      -  95 059                                   269 09 52.1
 AB5501
 AB5501|---------------------------------------------------------------------|
 AB5501| PID    Reference Object                     Distance      Geod. Az  |
 AB5501|                                                           dddmmss.s |
 AB5501| AB5502 95 059                              APPROX. 1.3 KM 2690214.2 |
 AB5501|---------------------------------------------------------------------|
 AB5501
 AB5501                          SUPERSEDED SURVEY CONTROL
 AB5501
 AB5501  NAD 83(1990)-  28 10 51.20645(N)    081 16 09.51695(W) AD(       ) 1
 AB5501  ELLIP H (07/11/96)   -4.71   (m)                       GP(       ) 4 1
 AB5501
 AB5501.Superseded values are not recommended for survey control.
 AB5501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5501.See file dsdata.txt to determine how the superseded data were derived.
 AB5501
 AB5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7356517270(NAD 83)
 AB5501_MARKER: DD = SURVEY DISK
 AB5501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5501_STAMPING: 95-059A 1995
 AB5501_MARK LOGO: FL-097
 AB5501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5501+STABILITY: SURFACE MOTION
 AB5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5501+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2005
 AB5501
 AB5501  HISTORY     - Date     Condition        Report By
 AB5501  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5501  HISTORY     - 20050424 GOOD             GEOCAC
 AB5501
 AB5501                          STATION DESCRIPTION
 AB5501
 AB5501'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5501'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 4.7 MI (7.6
 AB5501'KM) SOUTHAND 0.5 MI (0.8 KM) EAST OF THE CITY OF SAINT CLOUD. TO REACH
 AB5501'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 523
 AB5501'(VERMONT STREET) IN SAINT CLOUD, GO SOUTH ON COUNTY ROAD 523 (VERMONT
 AB5501'STREET) FOR 4.7 MI (7.6 KM) TO THE INTERSECTION OF COUNTY ROAD 523
 AB5501'(CANOE CREEK ROAD) , FRIARS COVE ROAD TO THE WEST AND DEER RUN ROAD TO
 AB5501'THE EAST.  NOTE, VERMONT STREET TURNS INTO CANOE CREEK ROAD AND STILL
 AB5501'REMAINS COUNTY ROAD 523.  TURN LEFT AND GO EAST ON DEER RUN ROAD FOR
 AB5501'0.8 MI (1.3 KM) TO THE STATION ON THE LEFT, IN FRONT OF THE HITCHING
 AB5501'POST STORE.  THE STATION IS 16.5 FT (5.0 M) NORTH OF THE CENTERLINE OF
 AB5501'DEER RUN ROAD.  THE STATION IS 39 FT (11.9 M) EAST OF THE CENTERLINE
 AB5501'OF THE WESTERLY ENTRANCE TO THE HITCHING POST STORE, 35 FT (10.7 M)
 AB5501'WEST OF THE EASTERLY ENTRANCE TO SAID STORE AND 9.0 FT (2.7 M) SOUTH
 AB5501'OF POWER POLE 12945.
 AB5501
 AB5501                          STATION RECOVERY (2005)
 AB5501
 AB5501'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5487 ***********************************************************************
 AB5487  HT_MOD      -  This is a Height Modernization Survey Station.
 AB5487  DESIGNATION -  95 060
 AB5487  PID         -  AB5487
 AB5487  STATE/COUNTY-  FL/OSCEOLA
 AB5487  USGS QUAD   -  ASHTON (1981)
 AB5487
 AB5487                         *CURRENT SURVEY CONTROL
 AB5487  ___________________________________________________________________
 AB5487* NAD 83(1999)-  28 10 25.56244(N)    081 13 21.26356(W)     ADJUSTED  
 AB5487* NAVD 88     -        21.51   (meters)      70.6    (feet)  GPS OBS   
 AB5487  ___________________________________________________________________
 AB5487  X           -     858,606.685 (meters)                     COMP
 AB5487  Y           -  -5,560,751.795 (meters)                     COMP
 AB5487  Z           -   2,993,491.477 (meters)                     COMP
 AB5487  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AB5487  ELLIP HEIGHT-          -6.41  (meters)          (05/31/01) GPS OBS
 AB5487  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AB5487
 AB5487  HORZ ORDER  -  FIRST
 AB5487  ELLP ORDER  -  FOURTH    CLASS I
 AB5487
 AB5487.The horizontal coordinates were established by GPS observations
 AB5487.and adjusted by the National Geodetic Survey in May 2001..
 AB5487
 AB5487.The orthometric height was determined by GPS observations and a
 AB5487.high-resolution geoid model using precise GPS observation and
 AB5487.processing techniques. It supersedes the leveled height previously
 AB5487.determined for this station.
 AB5487
 AB5487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5487
 AB5487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5487
 AB5487.The ellipsoidal height was determined by GPS observations
 AB5487.and is referenced to NAD 83.
 AB5487
 AB5487.The geoid height was determined by GEOID03.
 AB5487
 AB5487;                    North         East     Units Scale Factor Converg.
 AB5487;SPC FL E     -   425,484.942   178,143.758   MT  0.99994707   -0 06 18.3
 AB5487;SPC FL E     - 1,395,945.18    584,459.98   sFT  0.99994707   -0 06 18.3
 AB5487;UTM  17      - 3,116,471.750   478,151.215   MT  0.99960589   -0 06 18.3
 AB5487
 AB5487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5487!SPC FL E     -   1.00000101  x   0.99994707  =   0.99994808
 AB5487!UTM  17      -   1.00000101  x   0.99960589  =   0.99960690
 AB5487
 AB5487:                Primary Azimuth Mark                     Grid Az
 AB5487:SPC FL E     -  95 060A                                  089 39 11.3
 AB5487:UTM  17      -  95 060A                                  089 39 11.3
 AB5487
 AB5487|---------------------------------------------------------------------|
 AB5487| PID    Reference Object                     Distance      Geod. Az  |
 AB5487|                                                           dddmmss.s |
 AB5487| AB5486 95 060A                             APPROX. 0.9 KM 0893253.0 |
 AB5487|---------------------------------------------------------------------|
 AB5487
 AB5487                          SUPERSEDED SURVEY CONTROL
 AB5487
 AB5487  NAD 83(1990)-  28 10 25.56147(N)    081 13 21.26313(W) AD(       ) 1
 AB5487  ELLIP H (07/11/96)   -6.37   (m)                       GP(       ) 4 1
 AB5487  NAVD 88 (09/29/04)   21.499  (m)           70.53   (f) ADJUSTED    2 1
 AB5487
 AB5487.Superseded values are not recommended for survey control.
 AB5487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5487.See file dsdata.txt to determine how the superseded data were derived.
 AB5487
 AB5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7815116472(NAD 83)
 AB5487_MARKER: DD = SURVEY DISK
 AB5487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5487_STAMPING: 95-060 1995
 AB5487_MARK LOGO: FL-097
 AB5487_PROJECTION: FLUSH
 AB5487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5487+STABILITY: SURFACE MOTION
 AB5487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5487+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003
 AB5487
 AB5487  HISTORY     - Date     Condition        Report By
 AB5487  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5487  HISTORY     - 20030403 GOOD             FLDEP
 AB5487  HISTORY     - 20030404 GOOD             FLDEP
 AB5487  HISTORY     - 20050122 GOOD             GEOCAC
 AB5487
 AB5487                          STATION DESCRIPTION
 AB5487
 AB5487'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5487'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 5.2 MI (8.4
 AB5487'KM) SOUTHAND 3.5 MI (5.6 KM) EAST OF THE CITY OF SAINT CLOUD. TO REACH
 AB5487'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 15
 AB5487'(NARCOOSSEE ROAD) , 2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO WEST ON US
 AB5487'192 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD
 AB5487'534 (HICKORY TREE ROAD) .  TURN LEFT AND GO SOUTH ON MEANDERING COUNTY
 AB5487'ROAD 534 FOR 6.7 MI (10.8 KM) TO THE STATION ON THE RIGHT.  THE
 AB5487'STATION IS 12 FT (3.7 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 534
 AB5487'AND 33 FT (10.1 M) EAST OF THE CENTERLINE OF GENTRY ROAD.  THE STATION
 AB5487'IS 59.0 FT (18.0 M) IN AZIMUTH 121 FROM POWER POLE 13433, 80.0 FT
 AB5487'(24.4 M) IN AZIMUTH 120.0 FROM POWER POLE 13432 AND 58.5 FT (17.8 M)
 AB5487'IN AZIMUTH 80 FROM POWER POLE 6-23900.
 AB5487
 AB5487                          STATION RECOVERY (2003)
 AB5487
 AB5487'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AB5487'RECOVERED AS DESCRIBED.
 AB5487' 
 AB5487'NOTE UNKNOWN MAGNETISM.
 AB5487' 
 AB5487'
 AB5487
 AB5487                          STATION RECOVERY (2003)
 AB5487
 AB5487'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5487'THE MARK IS ABOUT 7.0 MI SOUTHEAST OF ST. CLOUD, 10.0 MI NORTHWEST OF
 AB5487'HOLOPAW, IN SECTION  4, TOWNSHIP 27 SOUTH, RANGE 31 EAST.
 AB5487' 
 AB5487'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (HOLOPAW ROAD)
 AB5487'AND U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, STATE ROAD 15, COUNTY
 AB5487'ROAD 500) IN HOLOPAW, GO WEST  ON U.S. HIGHWAY 192, 441 (EAST BRONSON
 AB5487'HIGHWAY, STATE ROAD 15, COUNTY ROAD 500) FOR 6.55  MI TO THE JUNCTION
 AB5487'OF HICKORY TREE ROAD (COUNTY ROAD 534), TURN LEFT ON HICKORY TREE
 AB5487'ROAD (COUNTY ROAD 534) AND GO WEST FOR 5.1 MI TO THE JUNCTION OF LAKE
 AB5487'GENTRY ROAD AND  THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AB5487'CONCRETE MONUMENT FLUSH WITH THE  GROUND AND LEVEL WITH HICKORY TREE
 AB5487'ROAD.
 AB5487' 
 AB5487'LOCATED 33.3 FT EAST OF THE CENTERLINE OF LAKE GENTRY ROAD, 13.4 FT
 AB5487'SOUTH OF THE  CENTERLINE OF HICKORY TREE ROAD AND 1.0 FT SOUTH OF THE
 AB5487'SOUTH EDGE OF THE PAVEMENT OF  HICKORY TREE ROAD.   NOTE A BAR MAGNET
 AB5487'WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 AB5487
 AB5487                          STATION RECOVERY (2005)
 AB5487
 AB5487'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5486 ***********************************************************************
 AB5486  DESIGNATION -  95 060A
 AB5486  PID         -  AB5486
 AB5486  STATE/COUNTY-  FL/OSCEOLA
 AB5486  USGS QUAD   -  ASHTON (1981)
 AB5486
 AB5486                         *CURRENT SURVEY CONTROL
 AB5486  ___________________________________________________________________
 AB5486* NAD 83(1999)-  28 10 25.79241(N)    081 12 48.20365(W)     ADJUSTED  
 AB5486* NAVD 88     -        22.9    (meters)      75.     (feet)  GPS OBS   
 AB5486  ___________________________________________________________________
 AB5486  X           -     859,497.620 (meters)                     COMP
 AB5486  Y           -  -5,560,611.997 (meters)                     COMP
 AB5486  Z           -   2,993,498.365 (meters)                     COMP
 AB5486  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB5486  ELLIP HEIGHT-          -5.04  (meters)          (05/31/01) GPS OBS
 AB5486  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AB5486
 AB5486  HORZ ORDER  -  FIRST
 AB5486  ELLP ORDER  -  FOURTH    CLASS I
 AB5486
 AB5486.The horizontal coordinates were established by GPS observations
 AB5486.and adjusted by the National Geodetic Survey in May 2001..
 AB5486
 AB5486.The orthometric height was determined by GPS observations and a
 AB5486.high-resolution geoid model.
 AB5486
 AB5486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5486
 AB5486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5486
 AB5486.The ellipsoidal height was determined by GPS observations
 AB5486.and is referenced to NAD 83.
 AB5486
 AB5486.The geoid height was determined by GEOID03.
 AB5486
 AB5486;                    North         East     Units Scale Factor Converg.
 AB5486;SPC FL E     -   425,490.401   179,045.555   MT  0.99994659   -0 06 02.7
 AB5486;SPC FL E     - 1,395,963.09    587,418.63   sFT  0.99994659   -0 06 02.7
 AB5486;UTM  17      - 3,116,477.207   479,052.705   MT  0.99960542   -0 06 02.7
 AB5486
 AB5486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5486!SPC FL E     -   1.00000079  x   0.99994659  =   0.99994738
 AB5486!UTM  17      -   1.00000079  x   0.99960542  =   0.99960621
 AB5486
 AB5486:                Primary Azimuth Mark                     Grid Az
 AB5486:SPC FL E     -  95 060                                   269 39 11.4
 AB5486:UTM  17      -  95 060                                   269 39 11.4
 AB5486
 AB5486|---------------------------------------------------------------------|
 AB5486| PID    Reference Object                     Distance      Geod. Az  |
 AB5486|                                                           dddmmss.s |
 AB5486| AB5487 95 060                              APPROX. 0.9 KM 2693308.7 |
 AB5486|---------------------------------------------------------------------|
 AB5486
 AB5486                          SUPERSEDED SURVEY CONTROL
 AB5486
 AB5486  NAD 83(1990)-  28 10 25.79141(N)    081 12 48.20322(W) AD(       ) 1
 AB5486  ELLIP H (07/11/96)   -5.01   (m)                       GP(       ) 4 1
 AB5486
 AB5486.Superseded values are not recommended for survey control.
 AB5486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5486.See file dsdata.txt to determine how the superseded data were derived.
 AB5486
 AB5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7905316477(NAD 83)
 AB5486_MARKER: DD = SURVEY DISK
 AB5486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5486_STAMPING: 95-060A 1995
 AB5486_MARK LOGO: FL-097
 AB5486_PROJECTION: FLUSH
 AB5486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5486+STABILITY: SURFACE MOTION
 AB5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5486+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AB5486
 AB5486  HISTORY     - Date     Condition        Report By
 AB5486  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5486  HISTORY     - 20030403 GOOD             FLDEP
 AB5486  HISTORY     - 20050122 GOOD             GEOCAC
 AB5486
 AB5486                          STATION DESCRIPTION
 AB5486
 AB5486'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5486'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 5.2 MI (8.4
 AB5486'KM) SOUTHAND 4.1 MI (6.6 KM) EAST OF THE CITY OF SAINT CLOUD. TO REACH
 AB5486'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 15
 AB5486'(NARCOOSSEE ROAD) , 2.5 MI (4.0 KM) EAST OF ST CLOUD, GO WEST ON US
 AB5486'192 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD
 AB5486'534 (HICKORY TREE ROAD) .  TURN LEFT AND GO SOUTH ON MEANDERING COUNTY
 AB5486'ROAD 534 FOR 7.3 MI (11.7 KM) TO THE STATION ON THE RIGHT. THE STATION
 AB5486'IS 12 FT (3.7 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 534 AND ABOUT
 AB5486'700 FEET (213.4 M) WEST OF A SHARP BEND TO THE LEFT, NORTH IN COUNTY
 AB5486'ROAD 534.  THE STATION IS 235.0 FT (71.6 M) IN AZIMUTH 87 FROM POWER
 AB5486'POLE 6-23907, 39.0 FT (11.9 M) IN AZIMUTH 185 FROM POWER POLE 13678
 AB5486'AND 115.0 FT (35.1 M) IN AZIMUTH 275 FROM POWER POLE 6-23908.
 AB5486
 AB5486                          STATION RECOVERY (2003)
 AB5486
 AB5486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AB5486'RECOVERED AS DESCRIBED.
 AB5486' 
 AB5486'NOTE UNKNOWN MAGNETISM.
 AB5486' 
 AB5486' 
 AB5486'
 AB5486
 AB5486                          STATION RECOVERY (2005)
 AB5486
 AB5486'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5479 ***********************************************************************
 AB5479  DESIGNATION -  95 061
 AB5479  PID         -  AB5479
 AB5479  STATE/COUNTY-  FL/OSCEOLA
 AB5479  USGS QUAD   -  HOLOPAW (1970)
 AB5479
 AB5479                         *CURRENT SURVEY CONTROL
 AB5479  ___________________________________________________________________
 AB5479* NAD 83(1999)-  28 07 37.53759(N)    081 04 34.22704(W)     ADJUSTED  
 AB5479* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 AB5479  ___________________________________________________________________
 AB5479  X           -     873,191.057 (meters)                     COMP
 AB5479  Y           -  -5,560,951.308 (meters)                     COMP
 AB5479  Z           -   2,988,931.284 (meters)                     COMP
 AB5479  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AB5479  ELLIP HEIGHT-          -5.53  (meters)          (05/31/01) GPS OBS
 AB5479  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AB5479
 AB5479  HORZ ORDER  -  FIRST
 AB5479  ELLP ORDER  -  FOURTH    CLASS I
 AB5479
 AB5479.The horizontal coordinates were established by GPS observations
 AB5479.and adjusted by the National Geodetic Survey in May 2001..
 AB5479
 AB5479.The orthometric height was determined by GPS observations and a
 AB5479.high-resolution geoid model.
 AB5479
 AB5479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5479
 AB5479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5479
 AB5479.The ellipsoidal height was determined by GPS observations
 AB5479.and is referenced to NAD 83.
 AB5479
 AB5479.The geoid height was determined by GEOID03.
 AB5479
 AB5479;                    North         East     Units Scale Factor Converg.
 AB5479;SPC FL E     -   420,295.095   192,516.614   MT  0.99994187   -0 02 09.3
 AB5479;SPC FL E     - 1,378,918.16    631,614.92   sFT  0.99994187   -0 02 09.3
 AB5479;UTM  17      - 3,111,283.674   492,519.167   MT  0.99960069   -0 02 09.3
 AB5479
 AB5479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5479!SPC FL E     -   1.00000087  x   0.99994187  =   0.99994274
 AB5479!UTM  17      -   1.00000087  x   0.99960069  =   0.99960156
 AB5479
 AB5479:                Primary Azimuth Mark                     Grid Az
 AB5479:SPC FL E     -  95 061A                                  180 34 43.8
 AB5479:UTM  17      -  95 061A                                  180 34 43.8
 AB5479
 AB5479|---------------------------------------------------------------------|
 AB5479| PID    Reference Object                     Distance      Geod. Az  |
 AB5479|                                                           dddmmss.s |
 AB5479| AB5478 95 061A                             APPROX. 1.3 KM 1803234.5 |
 AB5479|---------------------------------------------------------------------|
 AB5479
 AB5479                          SUPERSEDED SURVEY CONTROL
 AB5479
 AB5479  NAD 83(1990)-  28 07 37.53667(N)    081 04 34.22656(W) AD(       ) 1
 AB5479  ELLIP H (07/11/96)   -5.49   (m)                       GP(       ) 4 1
 AB5479
 AB5479.Superseded values are not recommended for survey control.
 AB5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5479.See file dsdata.txt to determine how the superseded data were derived.
 AB5479
 AB5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9251911284(NAD 83)
 AB5479_MARKER: DD = SURVEY DISK
 AB5479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5479_STAMPING: 95-061 1995
 AB5479_MARK LOGO: FL-097
 AB5479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5479+STABILITY: SURFACE MOTION
 AB5479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5479+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5479
 AB5479  HISTORY     - Date     Condition        Report By
 AB5479  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5479
 AB5479                          STATION DESCRIPTION
 AB5479
 AB5479'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5479'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 0.8 MI (1.3
 AB5479'KM) SOUTHOF THE SMALL TOWN OF HOLOPAW.  TO REACH THE STATION FROM THE
 AB5479'SPLIT OF US 441 AND US 192 IN HOLOPAW, GO SOUTH ON US 441 FOR 1.2 MI
 AB5479'(1.9 KM) TO THE STATION ON THE LEFT, 20 FT (6.1 M) EAST OF THE
 AB5479'CENTERLINE OF US 441 AND 155 FT (47.2 M) SOUTH OF THE CENTERLINE OF
 AB5479'LINCOLN ROAD.  THE STATION IS 220.0 FT (67.1 M) IN AZIMUTH 165 FROM A
 AB5479'POWER POLE, AND 140.0 FT (42.7 M) IN AZIMUTH 20 FROM POWER POLE 6-533.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5478 ***********************************************************************
 AB5478  DESIGNATION -  95 061A
 AB5478  PID         -  AB5478
 AB5478  STATE/COUNTY-  FL/OSCEOLA
 AB5478  USGS QUAD   -  HOLOPAW SE (1980)
 AB5478
 AB5478                         *CURRENT SURVEY CONTROL
 AB5478  ___________________________________________________________________
 AB5478* NAD 83(1999)-  28 06 56.76681(N)    081 04 34.66279(W)     ADJUSTED  
 AB5478* NAVD 88     -        22.9    (meters)      75.     (feet)  GPS OBS   
 AB5478  ___________________________________________________________________
 AB5478  X           -     873,271.143 (meters)                     COMP
 AB5478  Y           -  -5,561,538.006 (meters)                     COMP
 AB5478  Z           -   2,987,824.609 (meters)                     COMP
 AB5478  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AB5478  ELLIP HEIGHT-          -5.02  (meters)          (05/31/01) GPS OBS
 AB5478  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AB5478
 AB5478  HORZ ORDER  -  FIRST
 AB5478  ELLP ORDER  -  FOURTH    CLASS I
 AB5478
 AB5478.The horizontal coordinates were established by GPS observations
 AB5478.and adjusted by the National Geodetic Survey in May 2001..
 AB5478
 AB5478.The orthometric height was determined by GPS observations and a
 AB5478.high-resolution geoid model.
 AB5478
 AB5478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5478
 AB5478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5478
 AB5478.The ellipsoidal height was determined by GPS observations
 AB5478.and is referenced to NAD 83.
 AB5478
 AB5478.The geoid height was determined by GEOID03.
 AB5478
 AB5478;                    North         East     Units Scale Factor Converg.
 AB5478;SPC FL E     -   419,040.099   192,503.935   MT  0.99994187   -0 02 09.4
 AB5478;SPC FL E     - 1,374,800.72    631,573.33   sFT  0.99994187   -0 02 09.4
 AB5478;UTM  17      - 3,110,029.106   492,506.493   MT  0.99960069   -0 02 09.4
 AB5478
 AB5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5478!SPC FL E     -   1.00000079  x   0.99994187  =   0.99994266
 AB5478!UTM  17      -   1.00000079  x   0.99960069  =   0.99960148
 AB5478
 AB5478:                Primary Azimuth Mark                     Grid Az
 AB5478:SPC FL E     -  95 061                                   000 34 43.7
 AB5478:UTM  17      -  95 061                                   000 34 43.7
 AB5478
 AB5478|---------------------------------------------------------------------|
 AB5478| PID    Reference Object                     Distance      Geod. Az  |
 AB5478|                                                           dddmmss.s |
 AB5478| AB5479 95 061                              APPROX. 1.3 KM 0003234.3 |
 AB5478|---------------------------------------------------------------------|
 AB5478
 AB5478                          SUPERSEDED SURVEY CONTROL
 AB5478
 AB5478  NAD 83(1990)-  28 06 56.76593(N)    081 04 34.66238(W) AD(       ) 1
 AB5478  ELLIP H (07/11/96)   -4.99   (m)                       GP(       ) 4 1
 AB5478
 AB5478.Superseded values are not recommended for survey control.
 AB5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5478.See file dsdata.txt to determine how the superseded data were derived.
 AB5478
 AB5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9250610029(NAD 83)
 AB5478_MARKER: DD = SURVEY DISK
 AB5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5478_STAMPING: 95-061A 1995
 AB5478_MARK LOGO: FL-097
 AB5478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5478+STABILITY: SURFACE MOTION
 AB5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5478+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AB5478
 AB5478  HISTORY     - Date     Condition        Report By
 AB5478  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5478  HISTORY     - 20050430 GOOD             GEOCAC
 AB5478
 AB5478                          STATION DESCRIPTION
 AB5478
 AB5478'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5478'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 2.1 MI (3.4
 AB5478'KM) SOUTHOF THE SMALL TOWN OF HOLOPAW.  TO REACH THE STATION FROM THE
 AB5478'SPLIT OF US 441 AND US 192 IN HOLOPAW, GO SOUTH ON US 441 FOR 2.0 MI
 AB5478'(3.2 KM) TO THE STATION ON THE RIGHT, 25 FT (7.6 M) WEST OF THE
 AB5478'CENTERLINE OF US 441 AND 35 FT (10.7 M) NORTH OF THE CENTERLINE OF
 AB5478'HOLOPAW GROVES ROAD.  THE STATION IS 67 FT (20.4 M) IN AZIMUTH 20 FROM
 AB5478'A POWER POLE IN THE SOUTHWEST QUADRANT OF SAID INTERSECTION, 80 FT
 AB5478'(24.4 M) IN AZIMUTH 170 FROM A 18 INCH PALM AND 6.0 FT (1.8 M) SOUTH
 AB5478'OF A 42 IN BY 60 IN CONCRETE PAD WITH MAILBOXES.
 AB5478
 AB5478                          STATION RECOVERY (2005)
 AB5478
 AB5478'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5478'MARK WAS FOUND 8 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5477 ***********************************************************************
 AB5477  DESIGNATION -  95 062
 AB5477  PID         -  AB5477
 AB5477  STATE/COUNTY-  FL/OSCEOLA
 AB5477  USGS QUAD   -  LAKE MARIAN NE (1972)
 AB5477
 AB5477                         *CURRENT SURVEY CONTROL
 AB5477  ___________________________________________________________________
 AB5477* NAD 83(1999)-  27 52 36.36957(N)    081 02 05.79419(W)     ADJUSTED  
 AB5477* NAVD 88     -        20.9    (meters)      69.     (feet)  GPS OBS   
 AB5477  ___________________________________________________________________
 AB5477  X           -     879,222.124 (meters)                     COMP
 AB5477  Y           -  -5,573,186.067 (meters)                     COMP
 AB5477  Z           -   2,964,437.717 (meters)                     COMP
 AB5477  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AB5477  ELLIP HEIGHT-          -6.28  (meters)          (05/31/01) GPS OBS
 AB5477  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB5477
 AB5477  HORZ ORDER  -  FIRST
 AB5477  ELLP ORDER  -  FOURTH    CLASS I
 AB5477
 AB5477.The horizontal coordinates were established by GPS observations
 AB5477.and adjusted by the National Geodetic Survey in May 2001..
 AB5477
 AB5477.The orthometric height was determined by GPS observations and a
 AB5477.high-resolution geoid model.
 AB5477
 AB5477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5477
 AB5477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5477
 AB5477.The ellipsoidal height was determined by GPS observations
 AB5477.and is referenced to NAD 83.
 AB5477
 AB5477.The geoid height was determined by GEOID03.
 AB5477
 AB5477;                    North         East     Units Scale Factor Converg.
 AB5477;SPC FL E     -   392,554.046   196,559.258   MT  0.99994132   -0 00 58.8
 AB5477;SPC FL E     - 1,287,904.40    644,878.17   sFT  0.99994132   -0 00 58.8
 AB5477;UTM  17      - 3,083,552.090   496,560.432   MT  0.99960015   -0 00 58.8
 AB5477
 AB5477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5477!SPC FL E     -   1.00000099  x   0.99994132  =   0.99994231
 AB5477!UTM  17      -   1.00000099  x   0.99960015  =   0.99960114
 AB5477
 AB5477:                Primary Azimuth Mark                     Grid Az
 AB5477:SPC FL E     -  95 062A                                  091 11 47.3
 AB5477:UTM  17      -  95 062A                                  091 11 47.3
 AB5477
 AB5477|---------------------------------------------------------------------|
 AB5477| PID    Reference Object                     Distance      Geod. Az  |
 AB5477|                                                           dddmmss.s |
 AB5477| AB5476 95 062A                             APPROX. 1.0 KM 0911048.5 |
 AB5477|---------------------------------------------------------------------|
 AB5477
 AB5477                          SUPERSEDED SURVEY CONTROL
 AB5477
 AB5477  NAD 83(1990)-  27 52 36.36872(N)    081 02 05.79381(W) AD(       ) 1
 AB5477  ELLIP H (07/11/96)   -6.26   (m)                       GP(       ) 4 1
 AB5477
 AB5477.Superseded values are not recommended for survey control.
 AB5477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5477.See file dsdata.txt to determine how the superseded data were derived.
 AB5477
 AB5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9656083552(NAD 83)
 AB5477_MARKER: DD = SURVEY DISK
 AB5477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5477_STAMPING: 95-062 1995
 AB5477_MARK LOGO: FL-097
 AB5477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5477+STABILITY: SURFACE MOTION
 AB5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5477+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5477
 AB5477  HISTORY     - Date     Condition        Report By
 AB5477  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5477
 AB5477                          STATION DESCRIPTION
 AB5477
 AB5477'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5477'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 2.7 MI (4.3
 AB5477'KM) WESTOF THE SMALL TOWN OF KENANSVILLE.  TO REACH THE STATION FROM
 AB5477'THE SPLIT OF US 441 AND US 192 IN HOLOPAW, GO SOUTH ON US 441 FOR 19.7
 AB5477'MI (31.7 KM) TO THE SMALL TOWN OF KENANSVILLE AND THE INTERSECTION OF
 AB5477'US 441 AND COUNTY ROAD 523 (CANOE CREEK ROAD) .  TURN RIGHT AND GO
 AB5477'WEST ON COUNTY ROAD 523 FOR 2.9 MI (4.7 KM) TO THE STATION ON THE
 AB5477'RIGHT, 45 FT (13.7 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 523 AND
 AB5477'OPPOSITE THE CENTERLINE OF GRANT BASS ROAD.  THE STATION IS 32.0 FT
 AB5477'(9.8 M) IN AZIMUTH 212 FROM A GUY WIRE POLE AND 100.0 FT (30.5 M) IN
 AB5477'AZIMUTH 245 FROM A POWER POLE 17/605/17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5476 ***********************************************************************
 AB5476  DESIGNATION -  95 062A
 AB5476  PID         -  AB5476
 AB5476  STATE/COUNTY-  FL/OSCEOLA
 AB5476  USGS QUAD   -  LAKE MARIAN NE (1972)
 AB5476
 AB5476                         *CURRENT SURVEY CONTROL
 AB5476  ___________________________________________________________________
 AB5476* NAD 83(1999)-  27 52 35.67421(N)    081 01 27.88670(W)     ADJUSTED  
 AB5476* NAVD 88     -        28.4    (meters)      93.     (feet)  GPS OBS   
 AB5476  ___________________________________________________________________
 AB5476  X           -     880,248.936 (meters)                     COMP
 AB5476  Y           -  -5,573,040.745 (meters)                     COMP
 AB5476  Z           -   2,964,422.261 (meters)                     COMP
 AB5476  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AB5476  ELLIP HEIGHT-           1.13  (meters)          (05/31/01) GPS OBS
 AB5476  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AB5476
 AB5476  HORZ ORDER  -  FIRST
 AB5476  ELLP ORDER  -  FOURTH    CLASS I
 AB5476
 AB5476.The horizontal coordinates were established by GPS observations
 AB5476.and adjusted by the National Geodetic Survey in May 2001..
 AB5476
 AB5476.The orthometric height was determined by GPS observations and a
 AB5476.high-resolution geoid model.
 AB5476
 AB5476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5476
 AB5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5476
 AB5476.The ellipsoidal height was determined by GPS observations
 AB5476.and is referenced to NAD 83.
 AB5476
 AB5476.The geoid height was determined by GEOID03.
 AB5476
 AB5476;                    North         East     Units Scale Factor Converg.
 AB5476;SPC FL E     -   392,532.392   197,596.105   MT  0.99994125   -0 00 41.1
 AB5476;SPC FL E     - 1,287,833.36    648,279.89   sFT  0.99994125   -0 00 41.1
 AB5476;UTM  17      - 3,083,530.443   497,596.926   MT  0.99960007   -0 00 41.1
 AB5476
 AB5476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5476!SPC FL E     -   0.99999982  x   0.99994125  =   0.99994107
 AB5476!UTM  17      -   0.99999982  x   0.99960007  =   0.99959989
 AB5476
 AB5476:                Primary Azimuth Mark                     Grid Az
 AB5476:SPC FL E     -  95 062                                   271 11 47.3
 AB5476:UTM  17      -  95 062                                   271 11 47.3
 AB5476
 AB5476|---------------------------------------------------------------------|
 AB5476| PID    Reference Object                     Distance      Geod. Az  |
 AB5476|                                                           dddmmss.s |
 AB5476| AB5477 95 062                              APPROX. 1.0 KM 2711106.2 |
 AB5476|---------------------------------------------------------------------|
 AB5476
 AB5476                          SUPERSEDED SURVEY CONTROL
 AB5476
 AB5476  NAD 83(1990)-  27 52 35.67338(N)    081 01 27.88632(W) AD(       ) 1
 AB5476  ELLIP H (07/11/96)    1.15   (m)                       GP(       ) 4 1
 AB5476
 AB5476.Superseded values are not recommended for survey control.
 AB5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5476.See file dsdata.txt to determine how the superseded data were derived.
 AB5476
 AB5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9759783530(NAD 83)
 AB5476_MARKER: DD = SURVEY DISK
 AB5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5476_STAMPING: 95-062A 1995
 AB5476_MARK LOGO: FL-097
 AB5476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5476+STABILITY: SURFACE MOTION
 AB5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5476+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5476
 AB5476  HISTORY     - Date     Condition        Report By
 AB5476  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5476
 AB5476                          STATION DESCRIPTION
 AB5476
 AB5476'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5476'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 2.1 MI (3.4
 AB5476'KM) WEST OF THE SMALL TOWN OF KENANSVILLE.  TO REACH THE STATION FROM
 AB5476'THE SPLIT OF US 441 AND US 192 IN HOLOPAW, GO SOUTH ON US 441 FOR 19.7
 AB5476'MI (31.7 KM) TO THE SMALL TOWN OF KENANSVILLE AND THE INTERSECTION OF
 AB5476'US 441 AND COUNTY ROAD 523 (CANOE CREEK ROAD) .  TURN RIGHT AND GO
 AB5476'WEST ON COUNTY ROAD 523 FOR 2.2 MI (3.5 KM) TO THE STATION ON THE
 AB5476'LEFT.  THE STATION IS ON THE WEST SIDE OF THE OVERPASS OVER THE
 AB5476'FLORIDA STATE TURNPIKE, 20 FT (6.1 M) SOUTH OF THE CENTERLINE OF
 AB5476'COUNTY ROAD 523, 190 FT (57.9 M) WEST OF THE CENTERLINE OF THE FLORIDA
 AB5476'STATE TURNPIKE, AND AT THE SOUTH EDGE OF THE SOUTHERLY CURB LINE OF
 AB5476'COUNTY ROAD 523.  THE STATION IS 61.0 FT (18.6 M) WEST OF THE WEST END
 AB5476'OF A HANDRAIL FOR THE BRIDGE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5505 ***********************************************************************
 AB5505  DESIGNATION -  95 063
 AB5505  PID         -  AB5505
 AB5505  STATE/COUNTY-  FL/POLK
 AB5505  USGS QUAD   -  INTERCESSION CITY (1985)
 AB5505
 AB5505                         *CURRENT SURVEY CONTROL
 AB5505  ___________________________________________________________________
 AB5505* NAD 83(1999)-  28 15 34.27766(N)    081 35 47.97040(W)     ADJUSTED  
 AB5505* NAVD 88     -        37.2    (meters)     122.     (feet)  GPS OBS   
 AB5505  ___________________________________________________________________
 AB5505  X           -     821,627.800 (meters)                     COMP
 AB5505  Y           -  -5,561,808.014 (meters)                     COMP
 AB5505  Z           -   3,001,873.276 (meters)                     COMP
 AB5505  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AB5505  ELLIP HEIGHT-           9.67  (meters)          (05/31/01) GPS OBS
 AB5505  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AB5505
 AB5505  HORZ ORDER  -  FIRST
 AB5505  ELLP ORDER  -  FOURTH    CLASS I
 AB5505
 AB5505.The horizontal coordinates were established by GPS observations
 AB5505.and adjusted by the National Geodetic Survey in May 2001..
 AB5505
 AB5505.The orthometric height was determined by GPS observations and a
 AB5505.high-resolution geoid model.
 AB5505
 AB5505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5505
 AB5505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5505
 AB5505.The ellipsoidal height was determined by GPS observations
 AB5505.and is referenced to NAD 83.
 AB5505
 AB5505.The geoid height was determined by GEOID03.
 AB5505
 AB5505;                    North         East     Units Scale Factor Converg.
 AB5505;SPC FL W     -   435,033.831   239,575.827   MT  0.99996050   +0 11 27.5
 AB5505;SPC FL W     - 1,427,273.49    786,008.36   sFT  0.99996050   +0 11 27.5
 AB5505;UTM  17      - 3,126,095.730   441,475.598   MT  0.99964227   -0 16 57.0
 AB5505
 AB5505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5505!SPC FL W     -   0.99999848  x   0.99996050  =   0.99995898
 AB5505!UTM  17      -   0.99999848  x   0.99964227  =   0.99964075
 AB5505
 AB5505:                Primary Azimuth Mark                     Grid Az
 AB5505:SPC FL W     -  95 063A                                  089 16 05.8
 AB5505:UTM  17      -  95 063A                                  089 44 30.3
 AB5505
 AB5505|---------------------------------------------------------------------|
 AB5505| PID    Reference Object                     Distance      Geod. Az  |
 AB5505|                                                           dddmmss.s |
 AB5505| AB5504 95 063A                             APPROX. 0.6 KM 0892733.3 |
 AB5505|---------------------------------------------------------------------|
 AB5505
 AB5505                          SUPERSEDED SURVEY CONTROL
 AB5505
 AB5505  NAD 83(1990)-  28 15 34.27648(N)    081 35 47.96996(W) AD(       ) 1
 AB5505  ELLIP H (07/11/96)    9.69   (m)                       GP(       ) 4 1
 AB5505
 AB5505.Superseded values are not recommended for survey control.
 AB5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5505.See file dsdata.txt to determine how the superseded data were derived.
 AB5505
 AB5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4147626096(NAD 83)
 AB5505_MARKER: DD = SURVEY DISK
 AB5505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5505_STAMPING: PA 31
 AB5505_MARK LOGO: FL-097
 AB5505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5505+STABILITY: SURFACE MOTION
 AB5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5505+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AB5505
 AB5505  HISTORY     - Date     Condition        Report By
 AB5505  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5505  HISTORY     - 19950105 GOOD             ADRGS
 AB5505  HISTORY     - 20030904 GOOD             INDIV
 AB5505  HISTORY     - 20030910 GOOD             FL-105
 AB5505
 AB5505                          STATION DESCRIPTION
 AB5505
 AB5505'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5505'THE STATION IS SITUATED ON THE OSCEOLA AND POLK COUNTY LINES AND IS
 AB5505'1.3 MI (2.1 KM) NORTH AND 2.1 MI (3.4 KM) WEST OF THE TOWN OF
 AB5505'LOUGHMAN.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 AB5505'54 AND COUNTY ROAD 547 IN LOUGHMAN, GO WEST ON COUNTY ROAD 54 AND THEN
 AB5505'NORTH ON LAKE WILSON ROAD FOR 2.5 MI (4.0 KM) TO THE INTERSECTION WITH
 AB5505'OSCEOLA COUNTY ROAD 532.  TURN LEFT AND GO WEST ON COUNTY ROAD 532 FOR
 AB5505'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT, 90.8 FT (27.7 M) SOUTH
 AB5505'OF THE SOUTH EDGE OF PAVEMENT OF COUNTY ROAD 532.  THE STATION IS 1.1
 AB5505'FT (0.3 M) NORTH OF A WITNESS POST AND 27.62 FT (8.42 M) IN AZIMUTH 5
 AB5505'FROM A PK AND SHINER STAMPED PCP 1943 IN POWER POLE 6-43147.
 AB5505
 AB5505                          STATION RECOVERY (2003)
 AB5505
 AB5505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GR)
 AB5505'RECOVERED IN GOOD CONDITION.
 AB5505
 AB5505                          STATION RECOVERY (2003)
 AB5505
 AB5505'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AB5505'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER
 AB5505'GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5504 ***********************************************************************
 AB5504  DESIGNATION -  95 063A
 AB5504  PID         -  AB5504
 AB5504  STATE/COUNTY-  FL/POLK
 AB5504  USGS QUAD   -  INTERCESSION CITY (1985)
 AB5504
 AB5504                         *CURRENT SURVEY CONTROL
 AB5504  ___________________________________________________________________
 AB5504* NAD 83(1999)-  28 15 34.45759(N)    081 35 26.38261(W)     ADJUSTED  
 AB5504* NAVD 88     -        42.0    (meters)     138.     (feet)  GPS OBS   
 AB5504  ___________________________________________________________________
 AB5504  X           -     822,210.135 (meters)                     COMP
 AB5504  Y           -  -5,561,723.597 (meters)                     COMP
 AB5504  Z           -   3,001,880.437 (meters)                     COMP
 AB5504  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB5504  ELLIP HEIGHT-          14.49  (meters)          (05/31/01) GPS OBS
 AB5504  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AB5504
 AB5504  HORZ ORDER  -  FIRST
 AB5504  ELLP ORDER  -  FOURTH    CLASS I
 AB5504
 AB5504.The horizontal coordinates were established by GPS observations
 AB5504.and adjusted by the National Geodetic Survey in May 2001..
 AB5504
 AB5504.The orthometric height was determined by GPS observations and a
 AB5504.high-resolution geoid model.
 AB5504
 AB5504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5504
 AB5504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5504
 AB5504.The ellipsoidal height was determined by GPS observations
 AB5504.and is referenced to NAD 83.
 AB5504
 AB5504.The geoid height was determined by GEOID03.
 AB5504
 AB5504;                    North         East     Units Scale Factor Converg.
 AB5504;SPC FL W     -   435,041.345   240,164.200   MT  0.99996108   +0 11 37.7
 AB5504;SPC FL W     - 1,427,298.15    787,938.71   sFT  0.99996108   +0 11 37.7
 AB5504;UTM  17      - 3,126,098.381   442,063.826   MT  0.99964143   -0 16 46.8
 AB5504
 AB5504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5504!SPC FL W     -   0.99999772  x   0.99996108  =   0.99995880
 AB5504!UTM  17      -   0.99999772  x   0.99964143  =   0.99963915
 AB5504
 AB5504:                Primary Azimuth Mark                     Grid Az
 AB5504:SPC FL W     -  95 063                                   269 16 05.8
 AB5504:UTM  17      -  95 063                                   269 44 30.3
 AB5504
 AB5504|---------------------------------------------------------------------|
 AB5504| PID    Reference Object                     Distance      Geod. Az  |
 AB5504|                                                           dddmmss.s |
 AB5504| AB5505 95 063                              APPROX. 0.6 KM 2692743.5 |
 AB5504|---------------------------------------------------------------------|
 AB5504
 AB5504                          SUPERSEDED SURVEY CONTROL
 AB5504
 AB5504  NAD 83(1990)-  28 15 34.45641(N)    081 35 26.38218(W) AD(       ) 1
 AB5504  ELLIP H (07/11/96)   14.51   (m)                       GP(       ) 4 1
 AB5504
 AB5504.Superseded values are not recommended for survey control.
 AB5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5504.See file dsdata.txt to determine how the superseded data were derived.
 AB5504
 AB5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4206426098(NAD 83)
 AB5504_MARKER: DD = SURVEY DISK
 AB5504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5504_STAMPING: PA 30
 AB5504_MARK LOGO: FL-097
 AB5504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5504+STABILITY: SURFACE MOTION
 AB5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5504+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 AB5504
 AB5504  HISTORY     - Date     Condition        Report By
 AB5504  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5504  HISTORY     - 19950105 GOOD             ADRGS
 AB5504  HISTORY     - 20030910 MARK NOT FOUND   FL-105
 AB5504  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AB5504
 AB5504                          STATION DESCRIPTION
 AB5504
 AB5504'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5504'THE STATION IS SITUATED ON THE OSCEOLA AND POLK COUNTY LINES AND IS
 AB5504'1.3 MI (2.1 KM) NORTH AND 1.4 MI (2.3 KM) WEST OF THE TOWN OF
 AB5504'LOUGHMAN.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 AB5504'54 AND COUNTY ROAD 547 IN LOUGHMAN, GO WEST ON COUNTY ROAD 54 AND THEN
 AB5504'NORTH ON LAKE WILSON ROAD FOR 2.5 MI (4.0 KM) TO THE STATION ON THE
 AB5504'LEFT, 5.8 FT (1.8 M) WEST OF THE WEST EDGE OF PAVEMENT OF LAKE WILSON
 AB5504'ROAD, 79 FT (24.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF COUNTY
 AB5504'ROAD 532 AND 29.5 FT (9.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AB5504'THE ENTRANCE ROAD TO LAKEWOOD CAMPGROUND.  THE STATION IS 55.73 FT
 AB5504'(16.99 M) IN AZIMUTH 60 FROM A PK AND SHINER STAMPED PCP 1943 IN POWER
 AB5504'POLE 6-25548 AND 1.2 FT (0.4 M) EAST OF A WITNESS POST.
 AB5504
 AB5504                          STATION RECOVERY (2003)
 AB5504
 AB5504'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AB5504'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AB5504'DEPARTMENT. NEW FOUR LANE ROAD BEING BUILT.
 AB5504
 AB5504                          STATION RECOVERY (2005)
 AB5504
 AB5504'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AB5504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5503 ***********************************************************************
 AB5503  DESIGNATION -  95 064
 AB5503  PID         -  AB5503
 AB5503  STATE/COUNTY-  FL/OSCEOLA
 AB5503  USGS QUAD   -  LAKE TOHOPEKALIGA (1987)
 AB5503
 AB5503                         *CURRENT SURVEY CONTROL
 AB5503  ___________________________________________________________________
 AB5503* NAD 83(1999)-  28 12 02.77542(N)    081 27 59.06485(W)     ADJUSTED  
 AB5503* NAVD 88     -        22.8    (meters)      75.     (feet)  GPS OBS   
 AB5503  ___________________________________________________________________
 AB5503  X           -     834,724.535 (meters)                     COMP
 AB5503  Y           -  -5,562,958.866 (meters)                     COMP
 AB5503  Z           -   2,996,129.935 (meters)                     COMP
 AB5503  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AB5503  ELLIP HEIGHT-          -4.82  (meters)          (05/31/01) GPS OBS
 AB5503  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AB5503
 AB5503  HORZ ORDER  -  FIRST
 AB5503  ELLP ORDER  -  FOURTH    CLASS I
 AB5503
 AB5503.The horizontal coordinates were established by GPS observations
 AB5503.and adjusted by the National Geodetic Survey in May 2001..
 AB5503
 AB5503.The orthometric height was determined by GPS observations and a
 AB5503.high-resolution geoid model.
 AB5503
 AB5503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5503
 AB5503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5503
 AB5503.The ellipsoidal height was determined by GPS observations
 AB5503.and is referenced to NAD 83.
 AB5503
 AB5503.The geoid height was determined by GEOID03.
 AB5503
 AB5503;                    North         East     Units Scale Factor Converg.
 AB5503;SPC FL E     -   428,545.401   154,211.068   MT  0.99996704   -0 13 13.5
 AB5503;SPC FL E     - 1,405,986.04    505,940.81   sFT  0.99996704   -0 13 13.5
 AB5503;UTM  17      - 3,119,531.165   454,226.691   MT  0.99962586   -0 13 13.5
 AB5503
 AB5503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5503!SPC FL E     -   1.00000076  x   0.99996704  =   0.99996780
 AB5503!UTM  17      -   1.00000076  x   0.99962586  =   0.99962662
 AB5503
 AB5503                          SUPERSEDED SURVEY CONTROL
 AB5503
 AB5503  NAD 83(1990)-  28 12 02.77441(N)    081 27 59.06439(W) AD(       ) 1
 AB5503  ELLIP H (07/11/96)   -4.77   (m)                       GP(       ) 4 1
 AB5503
 AB5503.Superseded values are not recommended for survey control.
 AB5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5503.See file dsdata.txt to determine how the superseded data were derived.
 AB5503
 AB5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5422719531(NAD 83)
 AB5503_MARKER: DD = SURVEY DISK
 AB5503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5503_STAMPING: 95-064 1995
 AB5503_MARK LOGO: FL-097
 AB5503_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5503+STABILITY: SURFACE MOTION
 AB5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5503+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003
 AB5503
 AB5503  HISTORY     - Date     Condition        Report By
 AB5503  HISTORY     - 1995     MONUMENTED       ADRGS
 AB5503  HISTORY     - 20030911 GOOD             FL-105
 AB5503
 AB5503                          STATION DESCRIPTION
 AB5503
 AB5503'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW)
 AB5503'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 6.2 MI (10.0
 AB5503'KM) SOUTHAND 3.0 MI (4.8 KM) WEST OF THE CITY OF KISSIMMEE.  TO REACH
 AB5503'THE STATION FROM THE INTERSECTION OF US 192 AND US 441 IN THE
 AB5503'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 AND US 17/92 FOR 0.7
 AB5503'MI (1.1 KM) TO THE INTERSECTION OF US 192 AND US 17/92 SPLIT. TURN
 AB5503'LEFT AND GO SOUTH AND WEST ON US 17/92 FOR 5.1 MI (8.2 KM) TO THE
 AB5503'INTERSECTION OF US 17/92 AND COUNTY ROAD 535 (HAM BROWN ROAD) . TURN
 AB5503'LEFT AND GO SOUTH ON COUNTY ROAD 535 FOR 4.0 MI (6.4 KM) TO THE
 AB5503'STATION ON THE RIGHT.  THE STATION IS 21.5 FT (6.6 M) WEST OF THE
 AB5503'CENTERLINE OF COUNTY ROAD 535, 48.5 FT (14.8 M) NORTH OF AN EAST-WEST
 AB5503'FENCE LINE, 150 FT (45.7 M) SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE
 AB5503'LEADING TO THE EAST AND 4.5 FT (1.4 M) WEST OF A NORTH-SOUTH WHITE
 AB5503'TIMBER FENCE.
 AB5503
 AB5503                          STATION RECOVERY (2003)
 AB5503
 AB5503'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AB5503'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AB5503'APPRAISER GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2662 ***********************************************************************
 AE2662  DESIGNATION -  95 A08 AZ MK
 AE2662  PID         -  AE2662
 AE2662  STATE/COUNTY-  FL/HERNANDO
 AE2662  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2662
 AE2662                         *CURRENT SURVEY CONTROL
 AE2662  ___________________________________________________________________
 AE2662* NAD 83(1999)-  28 40 18.89274(N)    082 28 42.60989(W)     ADJUSTED  
 AE2662* NAVD 88     -        21.2    (meters)      70.     (feet)  GPS OBS   
 AE2662  ___________________________________________________________________
 AE2662  X           -     733,078.338 (meters)                     COMP
 AE2662  Y           -  -5,552,184.524 (meters)                     COMP
 AE2662  Z           -   3,042,044.681 (meters)                     COMP
 AE2662  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AE2662  ELLIP HEIGHT-          -5.59  (meters)          (05/31/01) GPS OBS
 AE2662  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AE2662
 AE2662  HORZ ORDER  -  FIRST
 AE2662  ELLP ORDER  -  FOURTH    CLASS I
 AE2662
 AE2662.The horizontal coordinates were established by GPS observations
 AE2662.and adjusted by the National Geodetic Survey in May 2001..
 AE2662
 AE2662.The orthometric height was determined by GPS observations and a
 AE2662.high-resolution geoid model.
 AE2662
 AE2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2662
 AE2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2662
 AE2662.The ellipsoidal height was determined by GPS observations
 AE2662.and is referenced to NAD 83.
 AE2662
 AE2662.The geoid height was determined by GEOID03.
 AE2662
 AE2662;                    North         East     Units Scale Factor Converg.
 AE2662;SPC FL W     -   480,763.179   153,231.204   MT  0.99996816   -0 13 46.5
 AE2662;SPC FL W     - 1,577,303.86    502,726.04   sFT  0.99996816   -0 13 46.5
 AE2662;UTM  17      - 3,172,531.904   355,532.839   MT  0.99985757   -0 42 34.2
 AE2662
 AE2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2662!SPC FL W     -   1.00000088  x   0.99996816  =   0.99996904
 AE2662!UTM  17      -   1.00000088  x   0.99985757  =   0.99985845
 AE2662
 AE2662                          SUPERSEDED SURVEY CONTROL
 AE2662
 AE2662  NAD 83(1990)-  28 40 18.89107(N)    082 28 42.60923(W) AD(       ) 1
 AE2662  ELLIP H (08/18/97)   -5.67   (m)                       GP(       ) 4 1
 AE2662
 AE2662.Superseded values are not recommended for survey control.
 AE2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2662.See file dsdata.txt to determine how the superseded data were derived.
 AE2662
 AE2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5553372532(NAD 83)
 AE2662_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2662_STAMPING: 95 A08 AZ MK
 AE2662_MARK LOGO: FLDT  
 AE2662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2662+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2662
 AE2662  HISTORY     - Date     Condition        Report By
 AE2662  HISTORY     - 1995     MONUMENTED       FLDT
 AE2662
 AE2662                          STATION DESCRIPTION
 AE2662
 AE2662'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995
 AE2662'THE STATION IS LOCATED APPROXIMATELY 9.7 MI (15.6 KM) NORTHWEST OF
 AE2662'BROOKSVILLE, 14.5 MI (23.3 KM) SOUTHWEST OF INVERNESS, AND 17.4
 AE2662'SOUTH-SOUTHEAST CRYSTAL RIVER.-- TO REACH THE STATION FROM THE
 AE2662'INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON BOULEVARD
 AE2662'AND STATE ROAD 700) AND STATE ROAD 50A, PROCEED NORTH, THEN NORTHWEST,
 AE2662'ON US HIGHWAY 98 FOR 10.1 MI (16.3 KM) TO THE STATION ON THE LEFT, A
 AE2662'BRASS FLORIDA DOT DISC SET IN THE TOP OF A 6-INCH DIAMETER CONCRETE
 AE2662'MONUMENT RECESSED 1-INCH BELOW THE GROUND.  THE STATION IS 26.2 FT
 AE2662'(8.0 M) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 98, 55.4 FT (16.9 M)
 AE2662'WEST OF A MAILBOX, 43 FT (13.1 M) EAST OF A 16 FT (4.9 M) ALUMINUM
 AE2662'GATE, 43 FT (13.1 M) WEST OF A DIRT DRIVEWAY, 14.2 FT (4.3 M) NORTH OF
 AE2662'A MITERED END SECTION AND 0.1 FT (3.0 CM) NORTHEAST OF A CARSONITE
 AE2662'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9845 ***********************************************************************
 AC9845  DESIGNATION -  95 JAS
 AC9845  PID         -  AC9845
 AC9845  STATE/COUNTY-  FL/MARION
 AC9845  USGS QUAD   -  SALT SPRINGS (1994)
 AC9845
 AC9845                         *CURRENT SURVEY CONTROL
 AC9845  ___________________________________________________________________
 AC9845* NAD 83(1986)-  29 19 49.     (N)    081 42 39.     (W)     SCALED    
 AC9845* NAVD 88     -         3.050  (meters)      10.01   (feet)  ADJUSTED  
 AC9845  ___________________________________________________________________
 AC9845  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AC9845  DYNAMIC HT  -           3.045 (meters)       9.99  (feet)  COMP
 AC9845  MODELED GRAV-     979,258.9   (mgal)                       NAVD 88
 AC9845
 AC9845  VERT ORDER  -  SECOND    CLASS I
 AC9845
 AC9845.The horizontal coordinates were scaled from a topographic map and have
 AC9845.an estimated accuracy of +/- 6 seconds.
 AC9845
 AC9845.The orthometric height was determined by differential leveling
 AC9845.and adjusted by the National Geodetic Survey in September 1997..
 AC9845
 AC9845.Photographs are available for this station.
 AC9845
 AC9845.The geoid height was determined by GEOID03.
 AC9845
 AC9845.The dynamic height is computed by dividing the NAVD 88
 AC9845.geopotential number by the normal gravity value computed on the
 AC9845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9845.degrees latitude (g = 980.6199 gals.).
 AC9845
 AC9845.The modeled gravity was interpolated from observed gravity values.
 AC9845
 AC9845;                    North         East    Units  Estimated Accuracy
 AC9845;SPC FL W     -   553,670.      228,080.      MT  (+/- 180 meters Scaled)
 AC9845
 AC9845                          SUPERSEDED SURVEY CONTROL
 AC9845
 AC9845.No superseded survey control is available for this station.
 AC9845
 AC9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN309447(NAD 83)
 AC9845_MARKER: DD = SURVEY DISK
 AC9845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9845_SP_SET: CULVERT HEADWALL
 AC9845_STAMPING: 95 JAS 1966 11
 AC9845_MARK LOGO: USGS  
 AC9845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9845+STABILITY: SURFACE MOTION
 AC9845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9845+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9845
 AC9845  HISTORY     - Date     Condition        Report By
 AC9845  HISTORY     - 1966     MONUMENTED       USGS
 AC9845  HISTORY     - 19960814 GOOD             FLDEP
 AC9845  HISTORY     - 20040628 GOOD             FLDEP
 AC9845
 AC9845                          STATION DESCRIPTION
 AC9845
 AC9845'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9845'THE MARK IS ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF SALT SPRINGS IN SECTION
 AC9845'37, TOWNSHIP 13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 AC9845'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9845'SALT SPRINGS, GO SOUTH THEN SOUTHEAST ON STATE ROAD 19 FOR 2.85 MI
 AC9845'(4.59 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF THE NORTHEAST END
 AC9845'OF THE CONCRETE CULVERT HEADWALL ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL
 AC9845'OF STATE ROAD 19. LOCATED 26.8 FT (8.2 M) NORTHEAST OF THE APPROXIMATE
 AC9845'CENTERLINE OF STATE ROAD 19, 11.9 FT (3.6 M) NORTHWEST OF THE
 AC9845'SOUTHEAST END OF THE CULVERT HEADWALL AND 0.5 FT (15.2 CM) SOUTHWEST
 AC9845'OF A METAL WITNESS POST.
 AC9845
 AC9845                          STATION RECOVERY (2004)
 AC9845
 AC9845'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9845'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0264 ***********************************************************************
 BE0264  DESIGNATION -  95.0 USGS
 BE0264  PID         -  BE0264
 BE0264  STATE/COUNTY-  FL/JACKSON
 BE0264  USGS QUAD   -  MARIANNA (1994)
 BE0264
 BE0264                         *CURRENT SURVEY CONTROL
 BE0264  ___________________________________________________________________
 BE0264* NAD 83(1986)-  30 52 15.     (N)    085 12 43.     (W)     SCALED    
 BE0264* NAVD 88     -        28.853  (meters)      94.66   (feet)  ADJUSTED  
 BE0264  ___________________________________________________________________
 BE0264  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BE0264  DYNAMIC HT  -          28.816 (meters)      94.54  (feet)  COMP
 BE0264  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BE0264
 BE0264  VERT ORDER  -  SECOND    CLASS 0
 BE0264
 BE0264.The horizontal coordinates were scaled from a topographic map and have
 BE0264.an estimated accuracy of +/- 6 seconds.
 BE0264
 BE0264.The orthometric height was determined by differential leveling
 BE0264.and adjusted by the National Geodetic Survey in June 1991..
 BE0264
 BE0264.The geoid height was determined by GEOID03.
 BE0264
 BE0264.The dynamic height is computed by dividing the NAVD 88
 BE0264.geopotential number by the normal gravity value computed on the
 BE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0264.degrees latitude (g = 980.6199 gals.).
 BE0264
 BE0264.The modeled gravity was interpolated from observed gravity values.
 BE0264
 BE0264;                    North         East    Units  Estimated Accuracy
 BE0264;SPC FL N     -   207,600.      531,910.      MT  (+/- 180 meters Scaled)
 BE0264
 BE0264                          SUPERSEDED SURVEY CONTROL
 BE0264
 BE0264  NGVD 29 (??/??/92)   28.975  (m)           95.06   (f) ADJ UNCH    2 0
 BE0264
 BE0264.Superseded values are not recommended for survey control.
 BE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0264.See file dsdata.txt to determine how the superseded data were derived.
 BE0264
 BE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV709166(NAD 83)
 BE0264_MARKER: S = SPIKE
 BE0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE0264_SP_SET: OAK TREE
 BE0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE0264
 BE0264  HISTORY     - Date     Condition        Report By
 BE0264  HISTORY     - UNK      MONUMENTED       USGS
 BE0264  HISTORY     - 1961     GOOD             NGS
 BE0264  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BE0264
 BE0264                          STATION DESCRIPTION
 BE0264
 BE0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BE0264'2.9 MI W FROM GREENWOOD.
 BE0264'2.9 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BE0264'GREENWOOD, AT AN INTERSECTION WITH A NORTH AND SOUTH GRADED
 BE0264'DIRT ROAD, 70 FT. NORTH OF THE CENTER LINE OF THE EAST AND
 BE0264'WEST ROAD, 16.5 FT. EAST OF THE CENTER LINE OF THE NORTH AND
 BE0264'SOUTH ROAD, 1.5 FT. ABOVE THE LEVEL OF THE ROAD, A RAILROAD
 BE0264'SPIKE IN THE TOP OF THE ROOT AT THE NORTHWEST SIDE OF A 48 INCH
 BE0264'OAK TREE.
 BE0264
 BE0264                          STATION RECOVERY (1989)
 BE0264
 BE0264'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5850 ***********************************************************************
 DG5850  DESIGNATION -  96 22 011 0
 DG5850  PID         -  DG5850
 DG5850  STATE/COUNTY-  FL/PUTNAM
 DG5850  USGS QUAD   -  CRESCENT CITY (1994)
 DG5850
 DG5850                         *CURRENT SURVEY CONTROL
 DG5850  ___________________________________________________________________
 DG5850* NAD 83(1986)-  29 24 27.     (N)    081 33 38.     (W)     SCALED    
 DG5850* NAVD 88     -        12.528  (meters)      41.10   (feet)  ADJUSTED  
 DG5850  ___________________________________________________________________
 DG5850  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DG5850  DYNAMIC HT  -          12.510 (meters)      41.04  (feet)  COMP
 DG5850  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 DG5850
 DG5850  VERT ORDER  -  SECOND    CLASS I
 DG5850
 DG5850.The horizontal coordinates were scaled from a topographic map and have
 DG5850.an estimated accuracy of +/- 6 seconds.
 DG5850
 DG5850.The orthometric height was determined by differential leveling
 DG5850.and adjusted by the National Geodetic Survey in August 2004..
 DG5850
 DG5850.The geoid height was determined by GEOID03.
 DG5850
 DG5850.The dynamic height is computed by dividing the NAVD 88
 DG5850.geopotential number by the normal gravity value computed on the
 DG5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5850.degrees latitude (g = 980.6199 gals.).
 DG5850
 DG5850.The modeled gravity was interpolated from observed gravity values.
 DG5850
 DG5850;                    North         East    Units  Estimated Accuracy
 DG5850;SPC FL E     -   562,330.      145,600.      MT  (+/- 180 meters Scaled)
 DG5850
 DG5850                          SUPERSEDED SURVEY CONTROL
 DG5850
 DG5850.No superseded survey control is available for this station.
 DG5850
 DG5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456532(NAD 83)
 DG5850_MARKER: DB = BENCH MARK DISK
 DG5850_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5850+WITH SETTING: INFORMATION.
 DG5850_STAMPING: BM 96-22-011-0
 DG5850_MARK LOGO: SJRWMD
 DG5850_PROJECTION: FLUSH
 DG5850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5850+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5850
 DG5850  HISTORY     - Date     Condition        Report By
 DG5850  HISTORY     - 1996     MONUMENTED       SJRWMD
 DG5850  HISTORY     - 20020808 GOOD             FLDEP
 DG5850
 DG5850                          STATION DESCRIPTION
 DG5850
 DG5850'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5850'THE MARK IS ABOUT 3.6 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 34,
 DG5850'TOWNSHIP 12 SOUTH,  RANGE 27 EAST.
 DG5850' 
 DG5850'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5850'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5850'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5850'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5850'ROAD AND GO WEST FOR 1.95 MI TO THE JUNCTION OF VIOLET FOX DRIVE ON
 DG5850'THE RIGHT AND THE MARK ON THE LEFT, A METAL ROD DRIVEN TO A DEPTH OF
 DG5850'50.0 FT AND A DISC  SET IN THE TOP OF 12-INCH ROUND CONCRETE COLLAR
 DG5850'FLUSH WITH THE GROUND AND ABOUT 0.5 FT  ABOVE THE LEVEL OF GEORGETOWN
 DG5850'DENVER ROAD.
 DG5850' 
 DG5850'LOCATED 28.3 FT SOUTH OF THE APPROXIMATE CENTERLINE OF GEORGETOWN
 DG5850'DENVER ROAD, 20.3  FT WEST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DG5850'DRIVEWAY AT 643 GEORGETOWN DENVER  ROAD, 4.9 FT NORTH OF POWER POLE
 DG5850'NUMBER 3441 31 003 AND 4.8 FT NORTH OF A CARSONITE  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9844 ***********************************************************************
 AC9844  DESIGNATION -  96 JAS
 AC9844  PID         -  AC9844
 AC9844  STATE/COUNTY-  FL/MARION
 AC9844  USGS QUAD   -  SALT SPRINGS (1994)
 AC9844
 AC9844                         *CURRENT SURVEY CONTROL
 AC9844  ___________________________________________________________________
 AC9844* NAD 83(1986)-  29 20 10.     (N)    081 43 20.     (W)     SCALED    
 AC9844* NAVD 88     -        15.871  (meters)      52.07   (feet)  ADJUSTED  
 AC9844  ___________________________________________________________________
 AC9844  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AC9844  DYNAMIC HT  -          15.849 (meters)      52.00  (feet)  COMP
 AC9844  MODELED GRAV-     979,259.1   (mgal)                       NAVD 88
 AC9844
 AC9844  VERT ORDER  -  SECOND    CLASS I
 AC9844
 AC9844.The horizontal coordinates were scaled from a topographic map and have
 AC9844.an estimated accuracy of +/- 6 seconds.
 AC9844
 AC9844.The orthometric height was determined by differential leveling
 AC9844.and adjusted by the National Geodetic Survey in September 1997..
 AC9844
 AC9844.Photographs are available for this station.
 AC9844
 AC9844.The geoid height was determined by GEOID03.
 AC9844
 AC9844.The dynamic height is computed by dividing the NAVD 88
 AC9844.geopotential number by the normal gravity value computed on the
 AC9844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9844.degrees latitude (g = 980.6199 gals.).
 AC9844
 AC9844.The modeled gravity was interpolated from observed gravity values.
 AC9844
 AC9844;                    North         East    Units  Estimated Accuracy
 AC9844;SPC FL W     -   554,310.      226,980.      MT  (+/- 180 meters Scaled)
 AC9844
 AC9844                          SUPERSEDED SURVEY CONTROL
 AC9844
 AC9844.No superseded survey control is available for this station.
 AC9844
 AC9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN298454(NAD 83)
 AC9844_MARKER: DD = SURVEY DISK
 AC9844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9844_SP_SET: CULVERT HEADWALL
 AC9844_STAMPING: 96 JAS 1966 53
 AC9844_MARK LOGO: USGS  
 AC9844_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9844+STABILITY: SURFACE MOTION
 AC9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9844+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9844
 AC9844  HISTORY     - Date     Condition        Report By
 AC9844  HISTORY     - 1966     MONUMENTED       USGS
 AC9844  HISTORY     - 19960814 GOOD             FLDEP
 AC9844  HISTORY     - 20040628 GOOD             FLDEP
 AC9844
 AC9844                          STATION DESCRIPTION
 AC9844
 AC9844'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9844'THE MARK IS ABOUT 1.8 MI (2.9 KM) SOUTHEAST OF SALT SPRINGS IN SECTION
 AC9844'37, TOWNSHIP 13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 AC9844'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9844'SALT SPRINGS, GO SOUTH THEN SOUTHEAST ON STATE ROAD 19 FOR 2.05 MI
 AC9844'(3.30 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF THE NORTHWEST
 AC9844'END OF THE CONCRETE CULVERT HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE
 AC9844'LEVEL OF STATE ROAD 19. LOCATED 22.9 FT (7.0 M) SOUTHWEST OF THE
 AC9844'APPROXIMATE CENTERLINE OF STATE ROAD 19, 11.6 FT (3.5 M) NORTHWEST OF
 AC9844'THE SOUTHWEST END OF THE CULVERT HEADWALL AND 1.0 FT (0.3 M) SOUTHEAST
 AC9844'OF A CARSONITE WITNESS POST.
 AC9844
 AC9844                          STATION RECOVERY (2004)
 AC9844
 AC9844'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9844'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2842 ***********************************************************************
 AD2842  DESIGNATION -  9.61
 AD2842  PID         -  AD2842
 AD2842  STATE/COUNTY-  FL/PALM BEACH
 AD2842  USGS QUAD   -  PALM BEACH (1983)
 AD2842
 AD2842                         *CURRENT SURVEY CONTROL
 AD2842  ___________________________________________________________________
 AD2842* NAD 83(1986)-  26 40 33.     (N)    080 02 22.     (W)     SCALED    
 AD2842* NAVD 88     -         2.478  (meters)       8.13   (feet)  ADJUSTED  
 AD2842  ___________________________________________________________________
 AD2842  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AD2842  DYNAMIC HT  -           2.474 (meters)       8.12  (feet)  COMP
 AD2842  MODELED GRAV-     979,115.6   (mgal)                       NAVD 88
 AD2842
 AD2842  VERT ORDER  -  SECOND    CLASS 0
 AD2842
 AD2842.The horizontal coordinates were scaled from a topographic map and have
 AD2842.an estimated accuracy of +/- 6 seconds.
 AD2842
 AD2842.The orthometric height was determined by differential leveling
 AD2842.and adjusted by the National Geodetic Survey in June 1991..
 AD2842
 AD2842.The geoid height was determined by GEOID03.
 AD2842
 AD2842.The dynamic height is computed by dividing the NAVD 88
 AD2842.geopotential number by the normal gravity value computed on the
 AD2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2842.degrees latitude (g = 980.6199 gals.).
 AD2842
 AD2842.The modeled gravity was interpolated from observed gravity values.
 AD2842
 AD2842;                    North         East    Units  Estimated Accuracy
 AD2842;SPC FL E     -   259,850.      295,610.      MT  (+/- 180 meters Scaled)
 AD2842
 AD2842                          SUPERSEDED SURVEY CONTROL
 AD2842
 AD2842  NGVD 29 (??/??/92)    2.943  (m)            9.66   (f) ADJ UNCH    2 0
 AD2842
 AD2842.Superseded values are not recommended for survey control.
 AD2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2842.See file dsdata.txt to determine how the superseded data were derived.
 AD2842
 AD2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK955508(NAD 83)
 AD2842_MARKER: DD = SURVEY DISK
 AD2842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2842_SP_SET: ABUTMENT
 AD2842_STAMPING: 9.61
 AD2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2842+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 AD2842
 AD2842  HISTORY     - Date     Condition        Report By
 AD2842  HISTORY     - UNK      MONUMENTED       FLDT
 AD2842  HISTORY     - 1970     GOOD             NGS
 AD2842  HISTORY     - 1973     GOOD             NGS
 AD2842  HISTORY     - 20011110 GOOD             USPSQD
 AD2842  HISTORY     - 20030304 GOOD             USPSQD
 AD2842  HISTORY     - 20040417 GOOD             USPSQD
 AD2842  HISTORY     - 20050422 GOOD             USPSQD
 AD2842
 AD2842                          STATION DESCRIPTION
 AD2842
 AD2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2842'AT PALM BEACH.
 AD2842'AT PALM BEACH, ABOUT 2.1 MILES SOUTH ALONG SOUTH OCEAN BLVD FROM
 AD2842'THE JUNCTION OF ROYAL PALM WAY, THENCE 0.15 MILE WEST ALONG
 AD2842'STATE HIGHWAY S 80, SET IN THE TOP OF THE NORTH END OF THE EAST
 AD2842'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY
 AD2842'(LAKE WORTH) (THE EAST ONE OF TWO BRIDGES), 5.4 FEET NORTH OF
 AD2842'THE NORTH CURB LINE OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE
 AD2842'LEVEL OF THE HIGHWAY.  NOTE-- HIGHWAY S 80 IS ALSO LOCALLY KNOWN
 AD2842'AS SOUTHERN BLVD.
 AD2842
 AD2842                          STATION RECOVERY (1973)
 AD2842
 AD2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2842'RECOVERED IN GOOD CONDITION.
 AD2842
 AD2842                          STATION RECOVERY (2001)
 AD2842
 AD2842'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2842'RECOVERED IN GOOD CONDITION.
 AD2842
 AD2842                          STATION RECOVERY (2003)
 AD2842
 AD2842'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2842'RECOVERED IN GOOD CONDITION.
 AD2842
 AD2842                          STATION RECOVERY (2004)
 AD2842
 AD2842'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2842'RECOVERED IN GOOD CONDITION.
 AD2842
 AD2842                          STATION RECOVERY (2005)
 AD2842
 AD2842'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5042 ***********************************************************************
 AG5042  DESIGNATION -  96.40 S CO
 AG5042  PID         -  AG5042
 AG5042  STATE/COUNTY-  FL/SARASOTA
 AG5042  USGS QUAD   -  BRADENTON (1987)
 AG5042
 AG5042                         *CURRENT SURVEY CONTROL
 AG5042  ___________________________________________________________________
 AG5042* NAD 83(1986)-  27 22 54.     (N)    082 31 49.     (W)     SCALED    
 AG5042* NAVD 88     -         6.303  (meters)      20.68   (feet)  ADJUSTED  
 AG5042  ___________________________________________________________________
 AG5042  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG5042  DYNAMIC HT  -           6.294 (meters)      20.65  (feet)  COMP
 AG5042  MODELED GRAV-     979,131.8   (mgal)                       NAVD 88
 AG5042
 AG5042  VERT ORDER  -  FIRST     CLASS I
 AG5042
 AG5042.The horizontal coordinates were scaled from a topographic map and have
 AG5042.an estimated accuracy of +/- 6 seconds.
 AG5042
 AG5042.The orthometric height was determined by differential leveling
 AG5042.and adjusted by the National Geodetic Survey in June 1991..
 AG5042
 AG5042.The geoid height was determined by GEOID03.
 AG5042
 AG5042.The dynamic height is computed by dividing the NAVD 88
 AG5042.geopotential number by the normal gravity value computed on the
 AG5042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5042.degrees latitude (g = 980.6199 gals.).
 AG5042
 AG5042.The modeled gravity was interpolated from observed gravity values.
 AG5042
 AG5042;                    North         East    Units  Estimated Accuracy
 AG5042;SPC FL W     -   337,800.      147,550.      MT  (+/- 180 meters Scaled)
 AG5042
 AG5042                          SUPERSEDED SURVEY CONTROL
 AG5042
 AG5042  NGVD 29 (??/??/92)    6.61   (m)           21.7    (f) COMPUTED    1 1
 AG5042
 AG5042.Superseded values are not recommended for survey control.
 AG5042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5042.See file dsdata.txt to determine how the superseded data were derived.
 AG5042
 AG5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL486296(NAD 83)
 AG5042_MARKER: DB = BENCH MARK DISK
 AG5042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5042_STAMPING: 96.40 W 1/4 5
 AG5042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5042+STABILITY: SURFACE MOTION
 AG5042
 AG5042  HISTORY     - Date     Condition        Report By
 AG5042  HISTORY     - UNK      MONUMENTED       LOCENG
 AG5042  HISTORY     - 1972     GOOD             NGS
 AG5042
 AG5042                          STATION DESCRIPTION
 AG5042
 AG5042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5042'3.2 MI N FROM SARASOTA.
 AG5042'ABOUT 3.15 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AG5042'FROM THE STATION AT SARASOTA, 0.1 MILE SOUTH OF MILEPOST ZA 925,
 AG5042'NEAR THE CROSSING OF DESOTA ROAD, 91 1/2 FEET NORTHEAST OF THE
 AG5042'CENTER OF THE CROSSING, 87.3 FEET NORTH OF THE CENTER OF DESOTA
 AG5042'ROAD, 28.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 58 FEET
 AG5042'WEST OF THE CENTER OF A DIRT ROAD WHICH PARALLELS THE RAILROAD
 AG5042'TRACK, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, 195.2 FEET NORTHWEST
 AG5042'OF THE AND ACROSS THE ROAD FROM BENCH MARK G 39 RESET 1972, 1
 AG5042'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 AG5042'OF THE TRACK AND SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 AG5042'MONUMENT THAT IS ABOUT 4 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9237 ***********************************************************************
 AI9237  DESIGNATION -  97 19 679 0
 AI9237  PID         -  AI9237
 AI9237  STATE/COUNTY-  FL/BREVARD
 AI9237  USGS QUAD   -  TITUSVILLE (1988)
 AI9237
 AI9237                         *CURRENT SURVEY CONTROL
 AI9237  ___________________________________________________________________
 AI9237* NAD 83(1986)-  28 33 54.     (N)    080 51 06.     (W)     SCALED    
 AI9237* NAVD 88     -         4.725  (meters)      15.50   (feet)  ADJUSTED  
 AI9237  ___________________________________________________________________
 AI9237  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AI9237  DYNAMIC HT  -           4.718 (meters)      15.48  (feet)  COMP
 AI9237  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 AI9237
 AI9237  VERT ORDER  -  SECOND    CLASS I
 AI9237
 AI9237.The horizontal coordinates were scaled from a topographic map and have
 AI9237.an estimated accuracy of +/- 6 seconds.
 AI9237
 AI9237.The orthometric height was determined by differential leveling
 AI9237.and adjusted by the National Geodetic Survey in April 2001..
 AI9237.No vertical observational check was made to the station.
 AI9237
 AI9237.The geoid height was determined by GEOID03.
 AI9237
 AI9237.The dynamic height is computed by dividing the NAVD 88
 AI9237.geopotential number by the normal gravity value computed on the
 AI9237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9237.degrees latitude (g = 980.6199 gals.).
 AI9237
 AI9237.The modeled gravity was interpolated from observed gravity values.
 AI9237
 AI9237;                    North         East    Units  Estimated Accuracy
 AI9237;SPC FL E     -   468,830.      214,510.      MT  (+/- 180 meters Scaled)
 AI9237
 AI9237                          SUPERSEDED SURVEY CONTROL
 AI9237
 AI9237.No superseded survey control is available for this station.
 AI9237
 AI9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM145598(NAD 83)
 AI9237_MARKER: DD = SURVEY DISK
 AI9237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9237_SP_SET: HEADWALL
 AI9237_STAMPING: 97-19-679-0 BM
 AI9237_MARK LOGO: SJRWMD
 AI9237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9237+STABILITY: SURFACE MOTION
 AI9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9237+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1998
 AI9237
 AI9237  HISTORY     - Date     Condition        Report By
 AI9237  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI9237  HISTORY     - 19980123 GOOD             FLDEP
 AI9237
 AI9237                          STATION DESCRIPTION
 AI9237
 AI9237'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI9237'THE MARK IS ABOUT 0.9 MI (1.4 KM) NORTH OF THE OVERPASS OF INTERSTATE
 AI9237'95 AND STATE ROAD 50, IN ESTIMATED SECTION 19, TOWNSHIP 22 SOUTH,
 AI9237'RANGE 35 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9237'1 AND STATE ROAD 50 IN INDIAN RIVER CITY, GO WEST ON STATE ROAD 50 FOR
 AI9237'3.1 MI (5.0 KM) TO THE OVERPASS OF INTERSTATE 95, TURN RIGHT ON
 AI9237'INTERSTATE 95 AND GO NORTH FOR 0.9 MI (1.4 KM) TO THE MARK ON THE
 AI9237'LEFT, SET IN THE TOP OF THE NORTH END OF THE CULVERT HEADWALL UNDER
 AI9237'INTERSTATE 95, FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE
 AI9237'LEVEL OF INTERSTATE 95 SOUTHBOUND LANES. LOCATED 66.8 FT (20.4 M)
 AI9237'NORTH OF THE EAST END OF AN EXIT 79 SIGN (MOTELS SIGN), 53.2 FT (16.2
 AI9237'M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF INTERSTATE 95,
 AI9237'32.5 FT (9.9 M) NORTH OF THE SOUTH END OF THE HEADWALL AND 5.0 FT (1.5
 AI9237'M) SOUTH OF THE NORTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9238 ***********************************************************************
 AI9238  DESIGNATION -  97 19 680 0
 AI9238  PID         -  AI9238
 AI9238  STATE/COUNTY-  FL/BREVARD
 AI9238  USGS QUAD   -  TITUSVILLE (1988)
 AI9238
 AI9238                         *CURRENT SURVEY CONTROL
 AI9238  ___________________________________________________________________
 AI9238* NAD 83(1986)-  28 34 10.     (N)    080 51 06.     (W)     SCALED    
 AI9238* NAVD 88     -         4.925  (meters)      16.16   (feet)  ADJUSTED  
 AI9238  ___________________________________________________________________
 AI9238  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AI9238  DYNAMIC HT  -           4.918 (meters)      16.14  (feet)  COMP
 AI9238  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 AI9238
 AI9238  VERT ORDER  -  SECOND    CLASS I
 AI9238
 AI9238.The horizontal coordinates were scaled from a topographic map and have
 AI9238.an estimated accuracy of +/- 6 seconds.
 AI9238
 AI9238.The orthometric height was determined by differential leveling
 AI9238.and adjusted by the National Geodetic Survey in April 2001..
 AI9238.No vertical observational check was made to the station.
 AI9238
 AI9238.The geoid height was determined by GEOID03.
 AI9238
 AI9238.The dynamic height is computed by dividing the NAVD 88
 AI9238.geopotential number by the normal gravity value computed on the
 AI9238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9238.degrees latitude (g = 980.6199 gals.).
 AI9238
 AI9238.The modeled gravity was interpolated from observed gravity values.
 AI9238
 AI9238;                    North         East    Units  Estimated Accuracy
 AI9238;SPC FL E     -   469,320.      214,510.      MT  (+/- 180 meters Scaled)
 AI9238
 AI9238                          SUPERSEDED SURVEY CONTROL
 AI9238
 AI9238.No superseded survey control is available for this station.
 AI9238
 AI9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM145602(NAD 83)
 AI9238_MARKER: DD = SURVEY DISK
 AI9238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9238_SP_SET: HEADWALL
 AI9238_STAMPING: 97-19-680-0 BM
 AI9238_MARK LOGO: SJRWMD
 AI9238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9238+STABILITY: SURFACE MOTION
 AI9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9238+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1998
 AI9238
 AI9238  HISTORY     - Date     Condition        Report By
 AI9238  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI9238  HISTORY     - 19980123 GOOD             FLDEP
 AI9238
 AI9238                          STATION DESCRIPTION
 AI9238
 AI9238'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI9238'THE MARK IS ABOUT 1.2 MI (1.9 KM) NORTH OF THE OVERPASS OF INTERSTATE
 AI9238'95 AND STATE ROAD 50, IN ESTIMATED SECTION 19, TOWNSHIP 22 SOUTH,
 AI9238'RANGE 35 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9238'1 AND STATE ROAD 50 IN INDIAN RIVER CITY, GO WEST ON STATE ROAD 50 FOR
 AI9238'3.1 MI (5.0 KM) TO THE OVERPASS OF INTERSTATE 95, TURN RIGHT ON
 AI9238'INTERSTATE 95 AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE MARK ON THE
 AI9238'LEFT, SET IN THE TOP OF THE NORTH END OF THE CULVERT HEADWALL UNDER
 AI9238'INTERSTATE 95, FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE
 AI9238'LEVEL OF INTERSTATE 95 SOUTHBOUND LANES. LOCATED 87.5 FT (26.7 M)
 AI9238'SOUTH OF THE EAST END OF AN EXIT 79 SIGN (STATE ROAD 50 AND TITUSVILLE
 AI9238'ORLANDO), 54.4 FT (16.6 M) WEST OF THE CENTERLINE OF INTERSTATE 95
 AI9238'SOUTHBOUND LANES, 29.6 FT (9.0 M) NORTH OF THE SOUTH END OF THE
 AI9238'HEADWALL AND 2.3 FT (0.7 M) SOUTH OF THE NORTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9239 ***********************************************************************
 AI9239  DESIGNATION -  97 19 681 0
 AI9239  PID         -  AI9239
 AI9239  STATE/COUNTY-  FL/BREVARD
 AI9239  USGS QUAD   -  TITUSVILLE (1988)
 AI9239
 AI9239                         *CURRENT SURVEY CONTROL
 AI9239  ___________________________________________________________________
 AI9239* NAD 83(1986)-  28 34 21.     (N)    080 51 06.     (W)     SCALED    
 AI9239* NAVD 88     -         4.891  (meters)      16.05   (feet)  ADJUSTED  
 AI9239  ___________________________________________________________________
 AI9239  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AI9239  DYNAMIC HT  -           4.884 (meters)      16.02  (feet)  COMP
 AI9239  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 AI9239
 AI9239  VERT ORDER  -  SECOND    CLASS I
 AI9239
 AI9239.The horizontal coordinates were scaled from a topographic map and have
 AI9239.an estimated accuracy of +/- 6 seconds.
 AI9239
 AI9239.The orthometric height was determined by differential leveling
 AI9239.and adjusted by the National Geodetic Survey in April 2001..
 AI9239.No vertical observational check was made to the station.
 AI9239
 AI9239.The geoid height was determined by GEOID03.
 AI9239
 AI9239.The dynamic height is computed by dividing the NAVD 88
 AI9239.geopotential number by the normal gravity value computed on the
 AI9239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9239.degrees latitude (g = 980.6199 gals.).
 AI9239
 AI9239.The modeled gravity was interpolated from observed gravity values.
 AI9239
 AI9239;                    North         East    Units  Estimated Accuracy
 AI9239;SPC FL E     -   469,660.      214,510.      MT  (+/- 180 meters Scaled)
 AI9239
 AI9239                          SUPERSEDED SURVEY CONTROL
 AI9239
 AI9239.No superseded survey control is available for this station.
 AI9239
 AI9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM145606(NAD 83)
 AI9239_MARKER: DD = SURVEY DISK
 AI9239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9239_SP_SET: HEADWALL
 AI9239_STAMPING: 97-19-681-0 BM
 AI9239_MARK LOGO: SJRWMD
 AI9239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9239+STABILITY: SURFACE MOTION
 AI9239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9239+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1998
 AI9239
 AI9239  HISTORY     - Date     Condition        Report By
 AI9239  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI9239  HISTORY     - 19980123 GOOD             FLDEP
 AI9239
 AI9239                          STATION DESCRIPTION
 AI9239
 AI9239'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI9239'THE MARK IS ABOUT 1.4 MI (2.3 KM) NORTH OF THE OVERPASS OF INTERSTATE
 AI9239'95 AND STATE ROAD 50, IN ESTIMATED SECTION 18, TOWNSHIP 22 SOUTH,
 AI9239'RANGE 35 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9239'1 AND STATE ROAD 50 IN INDIAN RIVER CITY, GO WEST ON STATE ROAD 50 FOR
 AI9239'3.1 MI (5.0 KM) TO THE OVERPASS OF INTERSTATE 95, TURN RIGHT ON
 AI9239'INTERSTATE 95 AND GO NORTH FOR 1.4 MI (2.3 KM) TO THE MARK ON THE
 AI9239'LEFT, SET IN THE TOP OF THE NORTH END OF THE CULVERT HEADWALL UNDER
 AI9239'INTERSTATE 95, FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) BELOW THE
 AI9239'LEVEL OF INTERSTATE 95 SOUTHBOUND LANES. LOCATED 55.5 FT (16.9 M) WEST
 AI9239'OF THE CENTERLINE OF INTERSTATE 95 SOUTHBOUND LANES, 16.0 FT (4.9 M)
 AI9239'SOUTH OF THE NORTH END OF THE HEADWALL AND 3.0 FT (0.9 M) NORTH OF THE
 AI9239'SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5266 ***********************************************************************
 AB5266  DESIGNATION -  97 A
 AB5266  PID         -  AB5266
 AB5266  STATE/COUNTY-  FL/LAKE
 AB5266  USGS QUAD   -  CLERMONT WEST (1969)
 AB5266
 AB5266                         *CURRENT SURVEY CONTROL
 AB5266  ___________________________________________________________________
 AB5266* NAD 83(1986)-  28 33 30.     (N)    081 48 51.     (W)     SCALED    
 AB5266* NAVD 88     -        42.983  (meters)     141.02   (feet)  ADJUSTED  
 AB5266  ___________________________________________________________________
 AB5266  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AB5266  DYNAMIC HT  -          42.920 (meters)     140.81  (feet)  COMP
 AB5266  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 AB5266
 AB5266  VERT ORDER  -  SECOND    CLASS I
 AB5266
 AB5266.The horizontal coordinates were scaled from a topographic map and have
 AB5266.an estimated accuracy of +/- 6 seconds.
 AB5266
 AB5266.The orthometric height was determined by differential leveling
 AB5266.and adjusted by the National Geodetic Survey in September 1996..
 AB5266
 AB5266.The geoid height was determined by GEOID03.
 AB5266
 AB5266.The dynamic height is computed by dividing the NAVD 88
 AB5266.geopotential number by the normal gravity value computed on the
 AB5266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5266.degrees latitude (g = 980.6199 gals.).
 AB5266
 AB5266.The modeled gravity was interpolated from observed gravity values.
 AB5266
 AB5266;                    North         East    Units  Estimated Accuracy
 AB5266;SPC FL E     -   468,350.      120,340.      MT  (+/- 180 meters Scaled)
 AB5266
 AB5266                          SUPERSEDED SURVEY CONTROL
 AB5266
 AB5266.No superseded survey control is available for this station.
 AB5266
 AB5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM203593(NAD 83)
 AB5266_MARKER: DD = SURVEY DISK
 AB5266_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5266_STAMPING: 97 A 142.085
 AB5266_MARK LOGO: FLDT  
 AB5266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5266+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1994
 AB5266
 AB5266  HISTORY     - Date     Condition        Report By
 AB5266  HISTORY     - UNK      MONUMENTED       FLDT
 AB5266  HISTORY     - 19940209 GOOD             NGS
 AB5266
 AB5266                          STATION DESCRIPTION
 AB5266
 AB5266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5266'THE MARK IS ABOUT 3.0 MI (4.8 KM) WEST OF CLERMONT IN SECTION 21,
 AB5266'TOWNSHIP 22 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM THE OVERPASS
 AB5266'INTERSECTION OF STATE ROAD 50 AND U.S.  HIGHWAY 27 IN CLERMONT, GO
 AB5266'WEST ON STATE ROAD 50 FOR 4.55 MI (7.32 KM) TO THE MARK ON THE RIGHT
 AB5266'SET ON THE TOP OF A 0.45 X 0.45 SQUARE PREFABRICATED CONCRETE POST
 AB5266'RECESSED 2.0 FT (0.6 M) BELOW THE LEVEL OF THE GROUND AND 4.0 FT (1.2
 AB5266'M) BELOW THE LEVEL OF STATE ROAD 50.  ABOUT 0.1 MI (0.2 KM) WEST OF
 AB5266'THE ENTRANCE ROAD TO THE GREEN VALLEY COUNTRY CLUB. LOCATED NORTH OF
 AB5266'AND ACROSS STATE ROAD 50 FROM POWER POLE NUMBER 931010, 101.0 FT (30.8
 AB5266'M) WEST-NORTHWEST OF AN ADOPT A HIGHWAY SIGN, 59.5 FT (18.1 M) NORTH
 AB5266'OF THE APPROXIMATE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 50,
 AB5266'31.6 FT (9.6 M) WEST OF A CULVERT UNDER STATE ROAD 50 AND 1.0 FT (0.3
 AB5266'M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9842 ***********************************************************************
 AC9842  DESIGNATION -  97 JAS
 AC9842  PID         -  AC9842
 AC9842  STATE/COUNTY-  FL/MARION
 AC9842  USGS QUAD   -  SALT SPRINGS (1994)
 AC9842
 AC9842                         *CURRENT SURVEY CONTROL
 AC9842  ___________________________________________________________________
 AC9842* NAD 83(1986)-  29 20 42.     (N)    081 44 10.     (W)     SCALED    
 AC9842* NAVD 88     -        11.006  (meters)      36.11   (feet)  ADJUSTED  
 AC9842  ___________________________________________________________________
 AC9842  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AC9842  DYNAMIC HT  -          10.991 (meters)      36.06  (feet)  COMP
 AC9842  MODELED GRAV-     979,259.5   (mgal)                       NAVD 88
 AC9842
 AC9842  VERT ORDER  -  SECOND    CLASS I
 AC9842
 AC9842.The horizontal coordinates were scaled from a topographic map and have
 AC9842.an estimated accuracy of +/- 6 seconds.
 AC9842
 AC9842.The orthometric height was determined by differential leveling
 AC9842.and adjusted by the National Geodetic Survey in September 1997..
 AC9842
 AC9842.Photographs are available for this station.
 AC9842
 AC9842.The geoid height was determined by GEOID03.
 AC9842
 AC9842.The dynamic height is computed by dividing the NAVD 88
 AC9842.geopotential number by the normal gravity value computed on the
 AC9842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9842.degrees latitude (g = 980.6199 gals.).
 AC9842
 AC9842.The modeled gravity was interpolated from observed gravity values.
 AC9842
 AC9842;                    North         East    Units  Estimated Accuracy
 AC9842;SPC FL W     -   555,300.      225,630.      MT  (+/- 180 meters Scaled)
 AC9842
 AC9842                          SUPERSEDED SURVEY CONTROL
 AC9842
 AC9842.No superseded survey control is available for this station.
 AC9842
 AC9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN285464(NAD 83)
 AC9842_MARKER: DD = SURVEY DISK
 AC9842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9842_SP_SET: CULVERT HEADWALL
 AC9842_STAMPING: 97 JAS 1966 37
 AC9842_MARK LOGO: USGS  
 AC9842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9842+STABILITY: SURFACE MOTION
 AC9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9842+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9842
 AC9842  HISTORY     - Date     Condition        Report By
 AC9842  HISTORY     - 1966     MONUMENTED       USGS
 AC9842  HISTORY     - 19960814 GOOD             FLDEP
 AC9842  HISTORY     - 20000429 GOOD             FLDEP
 AC9842  HISTORY     - 20040628 GOOD             FLDEP
 AC9842
 AC9842                          STATION DESCRIPTION
 AC9842
 AC9842'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9842'THE MARK IS ON THE SOUTH SIDE OF SALT SPRINGS IN SECTION 37, TOWNSHIP
 AC9842'13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AC9842'ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF SALT SPRINGS, GO
 AC9842'SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF COUNTY
 AC9842'ROAD 314 ON THE RIGHT, CONTINUE SOUTHEAST ON STATE ROAD 19 FOR ABOUT
 AC9842'200.0 FT (61.0 M) TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST
 AC9842'END OF THE CONCRETE CULVERT HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE
 AC9842'LEVEL OF STATE ROAD 19, 81.5 FT (24.8 M) EAST OF THE APPROXIMATE
 AC9842'CENTERLINE OF COUNTY ROAD 314, 54.0 FT (16.5 M) SOUTH OF THE
 AC9842'APPROXIMATE CENTERLINE OF THE RIGHT TURN RAMP OF COUNTY ROAD 314 TO
 AC9842'STATE ROAD 19, 40.8 FT (12.4 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AC9842'STATE ROAD 19 AND 0.8 FT (24.4 CM) SOUTH OF A METAL WITNESS POST.
 AC9842
 AC9842                          STATION RECOVERY (2000)
 AC9842
 AC9842'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AC9842'RECOVERED AS DESCRIBED.
 AC9842
 AC9842                          STATION RECOVERY (2004)
 AC9842
 AC9842'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9842'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5749 ***********************************************************************
 DG5749  DESIGNATION -  97220380
 DG5749  PID         -  DG5749
 DG5749  STATE/COUNTY-  FL/PUTNAM
 DG5749  USGS QUAD   -  KEUKA (1993)
 DG5749
 DG5749                         *CURRENT SURVEY CONTROL
 DG5749  ___________________________________________________________________
 DG5749* NAD 83(1986)-  29 31 19.     (N)    081 55 09.     (W)     SCALED    
 DG5749* NAVD 88     -        18.024  (meters)      59.13   (feet)  ADJUSTED  
 DG5749  ___________________________________________________________________
 DG5749  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DG5749  DYNAMIC HT  -          17.999 (meters)      59.05  (feet)  COMP
 DG5749  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 DG5749
 DG5749  VERT ORDER  -  SECOND    CLASS I
 DG5749
 DG5749.The horizontal coordinates were scaled from a topographic map and have
 DG5749.an estimated accuracy of +/- 6 seconds.
 DG5749
 DG5749.The orthometric height was determined by differential leveling
 DG5749.and adjusted by the National Geodetic Survey in August 2004..
 DG5749
 DG5749.The geoid height was determined by GEOID03.
 DG5749
 DG5749.The dynamic height is computed by dividing the NAVD 88
 DG5749.geopotential number by the normal gravity value computed on the
 DG5749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5749.degrees latitude (g = 980.6199 gals.).
 DG5749
 DG5749.The modeled gravity was interpolated from observed gravity values.
 DG5749
 DG5749;                    North         East    Units  Estimated Accuracy
 DG5749;SPC FL E     -   575,230.      110,890.      MT  (+/- 180 meters Scaled)
 DG5749
 DG5749                          SUPERSEDED SURVEY CONTROL
 DG5749
 DG5749.No superseded survey control is available for this station.
 DG5749
 DG5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN109661(NAD 83)
 DG5749_MARKER: DD = SURVEY DISK
 DG5749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5749_STAMPING: BM 97220380
 DG5749_MARK LOGO: FL-107
 DG5749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5749+STABILITY: SURFACE MOTION
 DG5749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5749+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5749
 DG5749  HISTORY     - Date     Condition        Report By
 DG5749  HISTORY     - UNK      MONUMENTED       SJRWMD
 DG5749  HISTORY     - 20000512 GOOD             FLDEP
 DG5749
 DG5749                          STATION DESCRIPTION
 DG5749
 DG5749'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5749'THE MARK IS ABOUT 7.8. MI (12.6 KM) SOUTH OF INTERLACHEN, 2.0 MI (3.2
 DG5749'KM) NORTHEAST OF ORANGE SPRINGS IN SECTION 20, TOWNSHIP 11 SOUTH,
 DG5749'RANGE 24 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ORANGE
 DG5749'SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR 0.05 MI (0.08 KM) TO THE
 DG5749'Y-JUNCTION OF STATE ROAD 21, BEAR LEFT AND CONTINUE NORTHWEST ON STATE
 DG5749'ROAD 21 FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF ORANGE SPRINGS CUTOFF
 DG5749'ROAD ON THE RIGHT, TURN RIGHT ON ORANGE SPRINGS CUTOFF ROAD AND GO
 DG5749'EAST FOR 1.65 MI (2.66 KM) TO THE JUNCTION OF COUNTY ROAD 315 AND THE
 DG5749'MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DG5749'GROUND AND LEVEL WITH COUNTY ROAD.  THIS MARK CAN ALSO BE REACHED FROM
 DG5749'THE POST OFFICE IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR
 DG5749'2.25 MI (3.62 KM) TO THE JUNCTION OF ORANGE SPRINGS CUTOFF ROAD ON THE
 DG5749'LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 DG5749'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND
 DG5749'BELOW THE LEVEL OF ORANGE SPRINGS CUTOFF ROAD. LOCATED 233.0 FT (71.0
 DG5749'M) EAST-NORTHEAST OF A DRIVEWAY, 119.5 FT (36.4 M) EAST OF AND ACROSS
 DG5749'COUNTY ROAD 315 FROM THE NORTH EDGE OF THE PAVEMENT AND APPROXIMATE
 DG5749'CENTERLINE OF ORANGE SPRINGS CUTOFF ROAD, 49.5 FT (15.1 M)
 DG5749'SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 315, 9.2 FT (2.8 M)
 DG5749'NORTH-NORTHWEST OF A 10-FOOT TALL FENCE AND 2.5 FT (0.8 M) WEST OF A
 DG5749'6-INCH WOODEN POST WITH A SJRWMD SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4030 ***********************************************************************
 DF4030  DESIGNATION -  97220400
 DF4030  PID         -  DF4030
 DF4030  STATE/COUNTY-  FL/PUTNAM
 DF4030  USGS QUAD   -  KEUKA (1993)
 DF4030
 DF4030                         *CURRENT SURVEY CONTROL
 DF4030  ___________________________________________________________________
 DF4030* NAD 83(1986)-  29 31 25.     (N)    081 56 48.     (W)     SCALED    
 DF4030* NAVD 88     -        26.293  (meters)      86.26   (feet)  ADJUSTED  
 DF4030  ___________________________________________________________________
 DF4030  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DF4030  DYNAMIC HT  -          26.257 (meters)      86.14  (feet)  COMP
 DF4030  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 DF4030
 DF4030  VERT ORDER  -  SECOND    CLASS I
 DF4030
 DF4030.The horizontal coordinates were scaled from a topographic map and have
 DF4030.an estimated accuracy of +/- 6 seconds.
 DF4030
 DF4030.The orthometric height was determined by differential leveling
 DF4030.and adjusted by the National Geodetic Survey in May 2004..
 DF4030.No vertical observational check was made to the station.
 DF4030
 DF4030.The geoid height was determined by GEOID03.
 DF4030
 DF4030.The dynamic height is computed by dividing the NAVD 88
 DF4030.geopotential number by the normal gravity value computed on the
 DF4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4030.degrees latitude (g = 980.6199 gals.).
 DF4030
 DF4030.The modeled gravity was interpolated from observed gravity values.
 DF4030
 DF4030;                    North         East    Units  Estimated Accuracy
 DF4030;SPC FL E     -   575,440.      108,230.      MT  (+/- 180 meters Scaled)
 DF4030
 DF4030                          SUPERSEDED SURVEY CONTROL
 DF4030
 DF4030.No superseded survey control is available for this station.
 DF4030
 DF4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN082663(NAD 83)
 DF4030_MARKER: DD = SURVEY DISK
 DF4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4030_STAMPING: BM 97220400
 DF4030_MARK LOGO: FL-107
 DF4030_PROJECTION: FLUSH
 DF4030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4030+STABILITY: SURFACE MOTION
 DF4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4030+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4030
 DF4030  HISTORY     - Date     Condition        Report By
 DF4030  HISTORY     - 1997     MONUMENTED       SJRWMD
 DF4030  HISTORY     - 20000512 GOOD             FLDEP
 DF4030  HISTORY     - 20010523 GOOD             FLDEP
 DF4030
 DF4030                          STATION DESCRIPTION
 DF4030
 DF4030'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DF4030'THE MARK IS ABOUT 11.0 MI (17.7 KM) EAST OF HAWTHORNE, 1.2 MI (1.9 KM)
 DF4030'NORTH OF ORANGE SPRINGS ON STATE ROAD 21 IN SECTION 24, TOWNSHIP 11
 DF4030'SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ORANGE
 DF4030'SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR 0.05 MI (0.08 KM) TO THE
 DF4030'Y-JUNCTION OF STATE ROAD 21, BEAR LEFT AND CONTINUE NORTHWEST ON STATE
 DF4030'ROAD 21 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF ORANGE SPRINGS CUTOFF
 DF4030'ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DF4030'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 21.
 DF4030'LOCATED 37.7 FT (11.5 M) NORTHWEST OF THE CENTERLINE OF STATE ROAD 21,
 DF4030'23.5 FT (7.2 M) NORTHEAST OF A DRIVEWAY AT 943, 13.1 FT (4.0 M)
 DF4030'SOUTHEAST OF A CARSONITE WITNESS POST AND 3.3 FT (1.0 M) SOUTHEAST OF
 DF4030'A POWER POLE.
 DF4030
 DF4030                          STATION RECOVERY (2001)
 DF4030
 DF4030'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4030'THE MARK IS ABOUT 5.1 MI SOUTH OF JOHNSON, 1.5 MI NORTHWEST OF ORANGE
 DF4030'SPRINGS, IN SECTION 24, TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4030' 
 DF4030'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4030'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD
 DF4030'315 FOR 0.05 MI TO THE Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE
 DF4030'ROAD 21 AND GO NORTHWEST FOR 1.5 MI TO THE JUNCTION OF ORANGE SPRING
 DF4030'CUTOFF ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DF4030'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DF4030'STATE ROAD 21.
 DF4030' 
 DF4030'LOCATED 37.7 FT NORTHWEST OF THE CENTERLINE OF STATE ROAD 21, 23.0 FT
 DF4030'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DRIVE AT 943, 14.0 FT
 DF4030'SOUTHWEST OF THE EXTENDED CENTERLINE OF ORANGE SPRING CUTOFF ROAD,
 DF4030'13.0 FT SOUTHEAST OF A CHAINLINK FENCE, 12.9 FT SOUTHEAST OF A
 DF4030'CARSONITE WITNESS POST AND 3.0 FT EAST OF A POWER POLE WITH 1 GUY WIRE
 DF4030'ATTACHED.
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030' 
 DF4030'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7688 ***********************************************************************
 AG7688  DESIGNATION -  9.78 M CO
 AG7688  PID         -  AG7688
 AG7688  STATE/COUNTY-  FL/MANATEE
 AG7688  USGS QUAD   -  BRADENTON (1987)
 AG7688
 AG7688                         *CURRENT SURVEY CONTROL
 AG7688  ___________________________________________________________________
 AG7688* NAD 83(1986)-  27 24 51.     (N)    082 33 56.     (W)     SCALED    
 AG7688* NAVD 88     -         2.668  (meters)       8.75   (feet)  ADJUSTED  
 AG7688  ___________________________________________________________________
 AG7688  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AG7688  DYNAMIC HT  -           2.664 (meters)       8.74  (feet)  COMP
 AG7688  MODELED GRAV-     979,134.0   (mgal)                       NAVD 88
 AG7688
 AG7688  VERT ORDER  -  SECOND    CLASS I
 AG7688
 AG7688.The horizontal coordinates were scaled from a topographic map and have
 AG7688.an estimated accuracy of +/- 6 seconds.
 AG7688
 AG7688.The orthometric height was determined by differential leveling
 AG7688.and adjusted by the National Geodetic Survey in June 1991..
 AG7688
 AG7688.The geoid height was determined by GEOID03.
 AG7688
 AG7688.The dynamic height is computed by dividing the NAVD 88
 AG7688.geopotential number by the normal gravity value computed on the
 AG7688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7688.degrees latitude (g = 980.6199 gals.).
 AG7688
 AG7688.The modeled gravity was interpolated from observed gravity values.
 AG7688
 AG7688;                    North         East    Units  Estimated Accuracy
 AG7688;SPC FL W     -   341,420.      144,080.      MT  (+/- 180 meters Scaled)
 AG7688
 AG7688                          SUPERSEDED SURVEY CONTROL
 AG7688
 AG7688.No superseded survey control is available for this station.
 AG7688
 AG7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL452332(NAD 83)
 AG7688_MARKER: DB = BENCH MARK DISK
 AG7688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7688_SP_SET: CONCRETE CULVERT HEADWALL
 AG7688_STAMPING: ELEV. 9.78
 AG7688_MARK LOGO: FL-081
 AG7688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7688+STABILITY: SURFACE MOTION
 AG7688
 AG7688  HISTORY     - Date     Condition        Report By
 AG7688  HISTORY     - UNK      MONUMENTED       FL-081
 AG7688  HISTORY     - 1983     GOOD             FLDNR
 AG7688
 AG7688                          STATION DESCRIPTION
 AG7688
 AG7688'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7688'3.4 MI SW FROM ONECO.
 AG7688'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7688'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7688'1.4 MILES WEST ON WHITFIELD AVENUE TO THE MARK.  THE MARK BEARS 117.7
 AG7688'FEET NORTH-NORTHWEST OF THE CENTERLINE OF WHITFIELD AVENUE, 249.6 FEET
 AG7688'EAST-NORTHEAST OF THE CENTERLINE OF WILLOW STREET, 94.6 FEET
 AG7688'EAST-SOUTHEAST OF A CONCRETE POWER POLE, 25.25 FEET SOUTHWEST OF A
 AG7688'3.5-FOOT DIAMETER LIVE OAK TREE, AND SET IN THE TOP OF A LARGE
 AG7688'CONCRETE CULVERT HEADWALL.
 AG7688'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7193 ***********************************************************************
 AK7193  DESIGNATION -  98
 AK7193  PID         -  AK7193
 AK7193  STATE/COUNTY-  FL/ORANGE
 AK7193  USGS QUAD   -  BITHLO (1980)
 AK7193
 AK7193                         *CURRENT SURVEY CONTROL
 AK7193  ___________________________________________________________________
 AK7193* NAD 83(1986)-  28 32 58.     (N)    081 05 45.     (W)     SCALED    
 AK7193* NAVD 88     -        18.909  (meters)      62.04   (feet)  ADJUSTED  
 AK7193  ___________________________________________________________________
 AK7193  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AK7193  DYNAMIC HT  -          18.882 (meters)      61.95  (feet)  COMP
 AK7193  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 AK7193
 AK7193  VERT ORDER  -  SECOND    CLASS I
 AK7193
 AK7193.The horizontal coordinates were scaled from a topographic map and have
 AK7193.an estimated accuracy of +/- 6 seconds.
 AK7193
 AK7193.The orthometric height was determined by differential leveling
 AK7193.and adjusted by the National Geodetic Survey in December 1995..
 AK7193
 AK7193.The geoid height was determined by GEOID03.
 AK7193
 AK7193.The dynamic height is computed by dividing the NAVD 88
 AK7193.geopotential number by the normal gravity value computed on the
 AK7193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7193.degrees latitude (g = 980.6199 gals.).
 AK7193
 AK7193.The modeled gravity was interpolated from observed gravity values.
 AK7193
 AK7193;                    North         East    Units  Estimated Accuracy
 AK7193;SPC FL E     -   467,100.      190,620.      MT  (+/- 180 meters Scaled)
 AK7193
 AK7193                          SUPERSEDED SURVEY CONTROL
 AK7193
 AK7193.No superseded survey control is available for this station.
 AK7193
 AK7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM906580(NAD 83)
 AK7193_MARKER: DD = SURVEY DISK
 AK7193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7193_SP_SET: SQUARE CONCRETE MONUMENT
 AK7193_STAMPING: B.M. 98 ELEV. 63.50
 AK7193_MARK LOGO: FLDT  
 AK7193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7193+STABILITY: SURFACE MOTION
 AK7193
 AK7193  HISTORY     - Date     Condition        Report By
 AK7193  HISTORY     - UNK      MONUMENTED       FLDT
 AK7193  HISTORY     - 19900326 GOOD             FL-095
 AK7193  HISTORY     - 19980412 MARK NOT FOUND   USPSQD
 AK7193
 AK7193                          STATION DESCRIPTION
 AK7193
 AK7193'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7193'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7193'NORTH SIDE OF STATE HWY 50, ABOUT 75 FT (22.9 M) NORTH OF CENTER LINE
 AK7193'OF STATE HWY 50, ABOUT 0.2 MI (0.3 KM) WEST OF INTERSECTION OF OLD SR
 AK7193'50, ABOUT 200 FT (61.0 M) EAST OF CENTER LINE OF FAIRFIELD DRIVE.
 AK7193'T22S, R32E, SECTION 27. (DESCRIPTION SOURCE--THE ORANGE COUNTY
 AK7193'ENGINEERING DEPARTMENT.)
 AK7193
 AK7193                          STATION RECOVERY (1998)
 AK7193
 AK7193'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9105 ***********************************************************************
 DE9105  DESIGNATION -  9.8 300 G
 DE9105  PID         -  DE9105
 DE9105  STATE/COUNTY-  FL/MANATEE
 DE9105  USGS QUAD   -  RYE (1979)
 DE9105
 DE9105                         *CURRENT SURVEY CONTROL
 DE9105  ___________________________________________________________________
 DE9105* NAD 83(1986)-  27 35 44.     (N)    082 20 42.     (W)     SCALED    
 DE9105* NAVD 88     -        12.377  (meters)      40.61   (feet)  ADJUSTED  
 DE9105  ___________________________________________________________________
 DE9105  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 DE9105  DYNAMIC HT  -          12.358 (meters)      40.54  (feet)  COMP
 DE9105  MODELED GRAV-     979,140.3   (mgal)                       NAVD 88
 DE9105
 DE9105  VERT ORDER  -  SECOND    CLASS I
 DE9105
 DE9105.The horizontal coordinates were scaled from a topographic map and have
 DE9105.an estimated accuracy of +/- 6 seconds.
 DE9105
 DE9105.The orthometric height was determined by differential leveling
 DE9105.and adjusted by the National Geodetic Survey in May 2004..
 DE9105
 DE9105.The geoid height was determined by GEOID03.
 DE9105
 DE9105.The dynamic height is computed by dividing the NAVD 88
 DE9105.geopotential number by the normal gravity value computed on the
 DE9105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9105.degrees latitude (g = 980.6199 gals.).
 DE9105
 DE9105.The modeled gravity was interpolated from observed gravity values.
 DE9105
 DE9105;                    North         East    Units  Estimated Accuracy
 DE9105;SPC FL W     -   361,440.      165,940.      MT  (+/- 180 meters Scaled)
 DE9105
 DE9105                          SUPERSEDED SURVEY CONTROL
 DE9105
 DE9105.No superseded survey control is available for this station.
 DE9105
 DE9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL672531(NAD 83)
 DE9105_MARKER: DD = SURVEY DISK
 DE9105_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9105+WITH SETTING: INFORMATION.
 DE9105_STAMPING: 9.8-300G LB 262
 DE9105_MARK LOGO: GULFST
 DE9105_PROJECTION: RECESSED 5 CENTIMETERS
 DE9105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9105+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DE9105
 DE9105  HISTORY     - Date     Condition        Report By
 DE9105  HISTORY     - UNK      MONUMENTED       GULFST
 DE9105  HISTORY     - 20020529 GOOD             FLDEP
 DE9105
 DE9105                          STATION DESCRIPTION
 DE9105
 DE9105'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9105'THE MARK IS ABOUT 5.0 MI EAST OF PARRISH, IN SECTION 19, TOWNSHIP 33
 DE9105'SOUTH, RANGE 20 EAST.
 DE9105' 
 DE9105'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9105'62 IN PARRISH,
 DE9105'GO EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN
 DE9105'ROAD ON THE LEFT,
 DE9105'CONTINUE EAST ON STATE ROAD 62 FOR 1.15 MI TO THE MARK ON THE LEFT, A
 DE9105'ROD AND DISC SET IN
 DE9105'CONCRETE WITH A METAL FLANGED ACCESS COVER FLUSH WITH THE GROUND AND
 DE9105'LEVEL WITH
 DE9105'STATE ROAD 62, THE DISC IS RECESSED 0.25 FT BELOW THE LEVEL OF THE
 DE9105'METAL FLANGE.
 DE9105' 
 DE9105'LOCATED 166.0 FT WEST OF POWER POLE NUMBER 16-332, 70.1 FT EAST OF
 DE9105'POWER POLE NUMBER
 DE9105'16-333, 58.7 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 62,
 DE9105'47.5 FT NORTH OF THE
 DE9105'EDGE OF THE PAVEMENT OF STATE ROAD 62, 1.8 FT SOUTH OF A BARB WIRE
 DE9105'FENCE AND 0.8 FT SOUTH
 DE9105'OF THE CARSONITE WITNESS POST.
 DE9105' 
 DE9105'NOTE THE LID TO ACCESS COVER IS MISSING.
 DE9105'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0320 ***********************************************************************
 AS0320  DESIGNATION -  98 A SRD
 AS0320  PID         -  AS0320
 AS0320  STATE/COUNTY-  FL/BAY
 AS0320  USGS QUAD   -  BEACON HILL (1982)
 AS0320
 AS0320                         *CURRENT SURVEY CONTROL
 AS0320  ___________________________________________________________________
 AS0320* NAD 83(1986)-  29 56 14.     (N)    085 24 11.     (W)     SCALED    
 AS0320* NAVD 88     -         5.003  (meters)      16.41   (feet)  ADJUSTED  
 AS0320  ___________________________________________________________________
 AS0320  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AS0320  DYNAMIC HT  -           4.996 (meters)      16.39  (feet)  COMP
 AS0320  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 AS0320
 AS0320  VERT ORDER  -  SECOND    CLASS II
 AS0320
 AS0320.The horizontal coordinates were scaled from a topographic map and have
 AS0320.an estimated accuracy of +/- 6 seconds.
 AS0320
 AS0320.The orthometric height was determined by differential leveling
 AS0320.and adjusted by the National Geodetic Survey in June 1991..
 AS0320
 AS0320.The geoid height was determined by GEOID03.
 AS0320
 AS0320.The dynamic height is computed by dividing the NAVD 88
 AS0320.geopotential number by the normal gravity value computed on the
 AS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0320.degrees latitude (g = 980.6199 gals.).
 AS0320
 AS0320.The modeled gravity was interpolated from observed gravity values.
 AS0320
 AS0320;                    North         East    Units  Estimated Accuracy
 AS0320;SPC FL N     -   104,230.      512,820.      MT  (+/- 180 meters Scaled)
 AS0320
 AS0320                          SUPERSEDED SURVEY CONTROL
 AS0320
 AS0320.No superseded survey control is available for this station.
 AS0320
 AS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU541129(NAD 83)
 AS0320_MARKER: DD = SURVEY DISK
 AS0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0320_SP_SET: WINGWALL
 AS0320_STAMPING: 98A
 AS0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0320
 AS0320  HISTORY     - Date     Condition        Report By
 AS0320  HISTORY     - UNK      MONUMENTED       FLDT
 AS0320  HISTORY     - 1976     GOOD             FLDT
 AS0320  HISTORY     - 1989     GOOD             USPSQD
 AS0320  HISTORY     - 1990     GOOD             USPSQD
 AS0320
 AS0320                          STATION DESCRIPTION
 AS0320
 AS0320'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0320'1.2 MI SE FROM MEXICO BEACH.
 AS0320'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO SOUTHEAST ON U.S ROUTE
 AS0320'98 FOR ABOUT 1.2 MILES TO A POINT ABOUT 500 FEET NORTHWEST OF A STATE
 AS0320'PARK AND BENCH MARK.  WHICH IS SET IN A DRILL HOLE IN THE TOP OF A
 AS0320'CONCRETE WINGWALL.  IT IS 93.0 FEET EAST OF THE NORTHEAST CORNER OF A
 AS0320'WOODEN PIER, 49.0 FEET EAST OF A POWER POLE AND 22.2 FEET SOUTHWEST OF
 AS0320'CENTER OF U.S. ROUTE 98.  SECTION 25, T6S, R12W.
 AS0320
 AS0320                          STATION RECOVERY (1989)
 AS0320
 AS0320'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0320'RECOVERED IN GOOD CONDITION.
 AS0320
 AS0320                          STATION RECOVERY (1990)
 AS0320
 AS0320'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF5194 ***********************************************************************
 DF5194  DESIGNATION -  99 14 118 0
 DF5194  PID         -  DF5194
 DF5194  STATE/COUNTY-  FL/MARION
 DF5194  USGS QUAD   -  LAKE WEIR (1993)
 DF5194
 DF5194                         *CURRENT SURVEY CONTROL
 DF5194  ___________________________________________________________________
 DF5194* NAD 83(1986)-  29 02 16.     (N)    081 57 20.     (W)     SCALED    
 DF5194* NAVD 88     -        24.489  (meters)      80.34   (feet)  ADJUSTED  
 DF5194  ___________________________________________________________________
 DF5194  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF5194  DYNAMIC HT  -          24.454 (meters)      80.23  (feet)  COMP
 DF5194  MODELED GRAV-     979,227.1   (mgal)                       NAVD 88
 DF5194
 DF5194  VERT ORDER  -  SECOND    CLASS I
 DF5194
 DF5194.The horizontal coordinates were scaled from a topographic map and have
 DF5194.an estimated accuracy of +/- 6 seconds.
 DF5194
 DF5194.The orthometric height was determined by differential leveling
 DF5194.and adjusted by the National Geodetic Survey in May 2004..
 DF5194
 DF5194.The geoid height was determined by GEOID03.
 DF5194
 DF5194.The dynamic height is computed by dividing the NAVD 88
 DF5194.geopotential number by the normal gravity value computed on the
 DF5194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5194.degrees latitude (g = 980.6199 gals.).
 DF5194
 DF5194.The modeled gravity was interpolated from observed gravity values.
 DF5194
 DF5194;                    North         East    Units  Estimated Accuracy
 DF5194;SPC FL W     -   521,220.      204,330.      MT  (+/- 180 meters Scaled)
 DF5194
 DF5194                          SUPERSEDED SURVEY CONTROL
 DF5194
 DF5194.No superseded survey control is available for this station.
 DF5194
 DF5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN069125(NAD 83)
 DF5194_MARKER: DD = SURVEY DISK
 DF5194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5194_STAMPING: BM 99-14-118-0
 DF5194_MARK LOGO: SJRWMD
 DF5194_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5194+STABILITY: SURFACE MOTION
 DF5194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5194+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 DF5194
 DF5194  HISTORY     - Date     Condition        Report By
 DF5194  HISTORY     - UNK      MONUMENTED       SJRWMD
 DF5194  HISTORY     - 20010413 GOOD             FLDEP
 DF5194
 DF5194                          STATION DESCRIPTION
 DF5194
 DF5194'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF5194'THE MARK IS ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF BELLEVIEW, 1.9 MI (3.1
 DF5194'KM) NORTHWEST OF OCKLAWAHA, IN SECTION 1, TOWNSHIP 17 SOUTH, RANGE 23
 DF5194'EAST. TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 464C (135TH
 DF5194'STREET) AND COUNTY ROAD 25 (EAST HIGHWAY 25) IN OKLAWAHA, GO
 DF5194'WEST-SOUTHWEST ON COUNTY ROAD 25 (EAST HIGHWAY 25) FOR 1.6 MI (2.6 KM)
 DF5194'TO THE JUNCTION OF SE 119CT ON THE LEFT AND THE MARK ON THE LEFT, SET
 DF5194'IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 DF5194'LEVEL OF THE GROUND AND ABOUT 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 DF5194'COUNTY ROAD 25. LOCATED 34.7 FT (10.6 M) SOUTH OF THE CENTERLINE OF
 DF5194'COUNTY ROAD 25, 23.0 FT (7.0 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DF5194'SE 119 CT, 12.0 FT (3.7 M) NORTH OF A 20-INCH PALM TREE, 5.7 FT (1.7
 DF5194'M) EAST-NORTHEAST OF A STOP SIGN, 3.6 FT (1.1 M) SOUTH OF POWER POLE
 DF5194'NUMBER 80 (121424-08099) WITH ONE GUY WIRE ATTACHED AND 1.1 FT (0.3 M)
 DF5194'NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8118 ***********************************************************************
 DE8118  DESIGNATION -  99 20 022 0
 DE8118  PID         -  DE8118
 DE8118  STATE/COUNTY-  FL/ST JOHNS
 DE8118  USGS QUAD   -  BAKERSVILLE (1992)
 DE8118
 DE8118                         *CURRENT SURVEY CONTROL
 DE8118  ___________________________________________________________________
 DE8118* NAD 83(1986)-  29 54 33.     (N)    081 27 59.     (W)     SCALED    
 DE8118* NAVD 88     -         6.940  (meters)      22.77   (feet)  ADJUSTED  
 DE8118  ___________________________________________________________________
 DE8118  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DE8118  DYNAMIC HT  -           6.931 (meters)      22.74  (feet)  COMP
 DE8118  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 DE8118
 DE8118  VERT ORDER  -  SECOND    CLASS I
 DE8118
 DE8118.The horizontal coordinates were scaled from a topographic map and have
 DE8118.an estimated accuracy of +/- 6 seconds.
 DE8118
 DE8118.The orthometric height was determined by differential leveling
 DE8118.and adjusted by the National Geodetic Survey in May 2004..
 DE8118
 DE8118.The geoid height was determined by GEOID03.
 DE8118
 DE8118.The dynamic height is computed by dividing the NAVD 88
 DE8118.geopotential number by the normal gravity value computed on the
 DE8118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8118.degrees latitude (g = 980.6199 gals.).
 DE8118
 DE8118.The modeled gravity was interpolated from observed gravity values.
 DE8118
 DE8118;                    North         East    Units  Estimated Accuracy
 DE8118;SPC FL E     -   617,890.      154,960.      MT  (+/- 180 meters Scaled)
 DE8118
 DE8118                          SUPERSEDED SURVEY CONTROL
 DE8118
 DE8118.No superseded survey control is available for this station.
 DE8118
 DE8118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP549088(NAD 83)
 DE8118_MARKER: DD = SURVEY DISK
 DE8118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8118_STAMPING: 99-20-022-0
 DE8118_MARK LOGO: SJRWMD
 DE8118_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8118+STABILITY: SURFACE MOTION
 DE8118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8118+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 DE8118
 DE8118  HISTORY     - Date     Condition        Report By
 DE8118  HISTORY     - 1999     MONUMENTED       SJRWMD
 DE8118  HISTORY     - 20000425 GOOD             FLDEP
 DE8118
 DE8118                          STATION DESCRIPTION
 DE8118
 DE8118'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE8118'THE MARK IS ABOUT 9.0 MI (14.5 KM) WEST OF SAINT AUGUSTINE, 7.9 MI
 DE8118'(12.7 KM) EAST OF PICOLATA ON COUNTY ROAD 208 IN SECTION 10, TOWNSHIP
 DE8118'7 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE8118'ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON
 DE8118'BOULEVARD) IN SAINT AUGUSTINE, GO WEST ON STATE ROAD 16 (GREEN COVE
 DE8118'SPRINGS ROAD) FOR 5.4 MI (8.7 KM) TO THE INTERSTATE 95 OVERPASS,
 DE8118'CONTINUE WEST ON STATE ROAD 16 (GREEN COVE SPRINGS ROAD) FOR 0.1 MI
 DE8118'(0.2 KM) TO THE JUNCTION OF COUNTY ROAD 208 ON THE LEFT, TURN LEFT ON
 DE8118'COUNTY ROAD 208 AND GO WESTERLY FOR 3.3 MI (5.3 KM) TO THE MARK ON THE
 DE8118'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DE8118'GROUND AND LEVEL WITH COUNTY ROAD 208. LOCATED 345.0 FT (105.2 M)
 DE8118'NORTHEAST OF AND ACROSS COUNTY ROAD 208 FROM A CUEVE SIGN, 29.7 FT
 DE8118'(9.1 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 208 AND 2.3 FT (0.7 M)
 DE8118'SOUTH OF A POWER POLE WITH A SJWRMD METAL WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8117 ***********************************************************************
 DE8117  DESIGNATION -  99 20 023 0
 DE8117  PID         -  DE8117
 DE8117  STATE/COUNTY-  FL/ST JOHNS
 DE8117  USGS QUAD   -  BAKERSVILLE (1992)
 DE8117
 DE8117                         *CURRENT SURVEY CONTROL
 DE8117  ___________________________________________________________________
 DE8117* NAD 83(1986)-  29 54 45.     (N)    081 27 14.     (W)     SCALED    
 DE8117* NAVD 88     -         8.515  (meters)      27.94   (feet)  ADJUSTED  
 DE8117  ___________________________________________________________________
 DE8117  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DE8117  DYNAMIC HT  -           8.504 (meters)      27.90  (feet)  COMP
 DE8117  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 DE8117
 DE8117  VERT ORDER  -  SECOND    CLASS I
 DE8117
 DE8117.The horizontal coordinates were scaled from a topographic map and have
 DE8117.an estimated accuracy of +/- 6 seconds.
 DE8117
 DE8117.The orthometric height was determined by differential leveling
 DE8117.and adjusted by the National Geodetic Survey in May 2004..
 DE8117
 DE8117.The geoid height was determined by GEOID03.
 DE8117
 DE8117.The dynamic height is computed by dividing the NAVD 88
 DE8117.geopotential number by the normal gravity value computed on the
 DE8117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8117.degrees latitude (g = 980.6199 gals.).
 DE8117
 DE8117.The modeled gravity was interpolated from observed gravity values.
 DE8117
 DE8117;                    North         East    Units  Estimated Accuracy
 DE8117;SPC FL E     -   618,260.      156,170.      MT  (+/- 180 meters Scaled)
 DE8117
 DE8117                          SUPERSEDED SURVEY CONTROL
 DE8117
 DE8117.No superseded survey control is available for this station.
 DE8117
 DE8117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP561091(NAD 83)
 DE8117_MARKER: DD = SURVEY DISK
 DE8117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8117_STAMPING: BM 99-20-023-0
 DE8117_MARK LOGO: SJRWMD
 DE8117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8117+STABILITY: SURFACE MOTION
 DE8117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8117+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 DE8117
 DE8117  HISTORY     - Date     Condition        Report By
 DE8117  HISTORY     - 1999     MONUMENTED       SJRWMD
 DE8117  HISTORY     - 20000425 GOOD             FLDEP
 DE8117
 DE8117                          STATION DESCRIPTION
 DE8117
 DE8117'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE8117'THE MARK IS ABOUT 8.0 MI (12.9 KM) WEST OF SAINT AUGUSTINE, 8.6 MI
 DE8117'(13.8 KM) EAST OF PICOLATA ON COUNTY ROAD 208, IN SECTION 11, TOWNSHIP
 DE8117'7 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE8117'ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON
 DE8117'BOULEVARD) IN SAINT AUGUSTINE, GO WEST ON STATE ROAD 16 (GREEN COVE
 DE8117'SPRINGS ROAD) FOR 5.4 MI (8.7 KM) TO THE INTERSTATE 95 OVERPASS,
 DE8117'CONTINUE WEST ON STATE ROAD 16 (GREEN COVE SPRINGS ROAD) FOR 0.1 MI
 DE8117'(0.2 KM) TO THE JUNCTION OF COUNTY ROAD 208 ON THE LEFT, TURN LEFT ON
 DE8117'COUNTY ROAD 208 AND GO WESTERLY FOR 2.6 MI (4.2 KM) TO THE MARK ON THE
 DE8117'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DE8117'GROUND AND LEVEL WITH COUNTY ROAD 208. LOCATED 46.7 FT (14.2 M) SOUTH
 DE8117'OF THE CENTERLINE OF COUNTY ROAD 208, 10.0 FT (3.0 M) EAST OF A FIELD
 DE8117'ENTRANCE ROAD WITH A METAL GATE ACROSS IT AND 1.3 FT (0.4 M) NORTHWEST
 DE8117'OF A SJWRMD METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5846 ***********************************************************************
 DG5846  DESIGNATION -  99 22 085 0
 DG5846  PID         -  DG5846
 DG5846  STATE/COUNTY-  FL/PUTNAM
 DG5846  USGS QUAD   -  CRESCENT CITY (1994)
 DG5846
 DG5846                         *CURRENT SURVEY CONTROL
 DG5846  ___________________________________________________________________
 DG5846* NAD 83(1986)-  29 25 16.     (N)    081 30 37.     (W)     SCALED    
 DG5846* NAVD 88     -        16.111  (meters)      52.86   (feet)  ADJUSTED  
 DG5846  ___________________________________________________________________
 DG5846  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DG5846  DYNAMIC HT  -          16.089 (meters)      52.79  (feet)  COMP
 DG5846  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 DG5846
 DG5846  VERT ORDER  -  SECOND    CLASS I
 DG5846
 DG5846.The horizontal coordinates were scaled from a topographic map and have
 DG5846.an estimated accuracy of +/- 6 seconds.
 DG5846
 DG5846.The orthometric height was determined by differential leveling
 DG5846.and adjusted by the National Geodetic Survey in August 2004..
 DG5846
 DG5846.The geoid height was determined by GEOID03.
 DG5846
 DG5846.The dynamic height is computed by dividing the NAVD 88
 DG5846.geopotential number by the normal gravity value computed on the
 DG5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5846.degrees latitude (g = 980.6199 gals.).
 DG5846
 DG5846.The modeled gravity was interpolated from observed gravity values.
 DG5846
 DG5846;                    North         East    Units  Estimated Accuracy
 DG5846;SPC FL E     -   563,810.      150,490.      MT  (+/- 180 meters Scaled)
 DG5846
 DG5846                          SUPERSEDED SURVEY CONTROL
 DG5846
 DG5846.No superseded survey control is available for this station.
 DG5846
 DG5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN505547(NAD 83)
 DG5846_MARKER: DB = BENCH MARK DISK
 DG5846_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5846_SP_SET: CURB
 DG5846_STAMPING: BM 99-22-085-0
 DG5846_MARK LOGO: SJRWMD
 DG5846_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5846+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 DG5846
 DG5846  HISTORY     - Date     Condition        Report By
 DG5846  HISTORY     - 1999     MONUMENTED       SJRWMD
 DG5846  HISTORY     - 20020807 GOOD             FLDEP
 DG5846
 DG5846                          STATION DESCRIPTION
 DG5846
 DG5846'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5846'THE MARK IS ON THE SOUTH SIDE OF CRESCENT CITY, IN SECTION 30,
 DG5846'TOWNSHIP 12 SOUTH, RANGE  28 EAST.
 DG5846' 
 DG5846'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5846'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD AND THE
 DG5846'MARK ON THE RIGHT, A DISC SET IN THE  TOP OF A CATCH BASIN CURB ON THE
 DG5846'NORTHWEST CORNER OF THE INTERSECTION, PROJECTING 0.5  INCH ABOVE THE
 DG5846'LEVEL OF THE SURROUNDING CONCRETE AND ABOUT 0.3 FT ABOVE THE LEVEL OF
 DG5846'STATE ROAD 17.
 DG5846' 
 DG5846'LOCATED 36.7 FT WEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 17,
 DG5846'17.9 FT SOUTH OF A  CARSONITE WITNESS POST AND POWER POLE, 17.5 FT
 DG5846'NORTH OF THE APPROXIMATE CENTERLINE OF  JUNCTION ROAD AND 2.2 FT SOUTH
 DG5846'OF THE CENTER OF A MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5870 ***********************************************************************
 DG5870  DESIGNATION -  99 22 088 0
 DG5870  PID         -  DG5870
 DG5870  STATE/COUNTY-  FL/PUTNAM
 DG5870  USGS QUAD   -  CRESCENT CITY (1994)
 DG5870
 DG5870                         *CURRENT SURVEY CONTROL
 DG5870  ___________________________________________________________________
 DG5870* NAD 83(1986)-  29 23 24.     (N)    081 35 16.     (W)     SCALED    
 DG5870* NAVD 88     -         8.178  (meters)      26.83   (feet)  ADJUSTED  
 DG5870  ___________________________________________________________________
 DG5870  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DG5870  DYNAMIC HT  -           8.167 (meters)      26.79  (feet)  COMP
 DG5870  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 DG5870
 DG5870  VERT ORDER  -  SECOND    CLASS I
 DG5870
 DG5870.The horizontal coordinates were scaled from a topographic map and have
 DG5870.an estimated accuracy of +/- 6 seconds.
 DG5870
 DG5870.The orthometric height was determined by differential leveling
 DG5870.and adjusted by the National Geodetic Survey in August 2004..
 DG5870
 DG5870.The geoid height was determined by GEOID03.
 DG5870
 DG5870.The dynamic height is computed by dividing the NAVD 88
 DG5870.geopotential number by the normal gravity value computed on the
 DG5870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5870.degrees latitude (g = 980.6199 gals.).
 DG5870
 DG5870.The modeled gravity was interpolated from observed gravity values.
 DG5870
 DG5870;                    North         East    Units  Estimated Accuracy
 DG5870;SPC FL E     -   560,400.      142,950.      MT  (+/- 180 meters Scaled)
 DG5870
 DG5870                          SUPERSEDED SURVEY CONTROL
 DG5870
 DG5870.No superseded survey control is available for this station.
 DG5870
 DG5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN429513(NAD 83)
 DG5870_MARKER: DD = SURVEY DISK
 DG5870_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5870+WITH SETTING: INFORMATION.
 DG5870_STAMPING: BM 99-22-088-0
 DG5870_MARK LOGO: SJRWMD
 DG5870_PROJECTION: FLUSH
 DG5870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5870+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5870
 DG5870  HISTORY     - Date     Condition        Report By
 DG5870  HISTORY     - 1999     MONUMENTED       SJRWMD
 DG5870  HISTORY     - 20020808 GOOD             FLDEP
 DG5870
 DG5870                          STATION DESCRIPTION
 DG5870
 DG5870'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5870'THE MARK IS ABOUT 5.5 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 5,
 DG5870'TOWNSHIP 13 SOUTH,  RANGE 27 EAST.
 DG5870' 
 DG5870'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5870'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5870'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5870'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5870'ROAD AND GO WEST FOR 3.85 MI TO THE JUNCTION OF TRUCK TRAIL NUMBER  2
 DG5870'ON THE LEFT, AN ENTRANCE TO THE LAKE GEORGE WILDLIFE MANAGEMENT AREA
 DG5870'AND THE MARK  ON THE LEFT, A METAL ROD DRIVEN TO A DEPTH OF 40.0 FT
 DG5870'AND A DISC SET IN THE TOP OF 12-INCH  ROUND CONCRETE COLLAR FLUSH WITH
 DG5870'THE GROUND AND LEVEL WITH GEORGETOWN DENVER  ROAD.
 DG5870' 
 DG5870'LOCATED 49.5 FT NORTHWEST OF THE CENTER OF THE LAKE GEORGE WILDLIFE
 DG5870'MANAGEMENT  AREA ENTRANCE SIGN, 41.5 FT SOUTH-SOUTHEAST OF THE
 DG5870'APPROXIMATE CENTERLINE OF  GEORGETOWN DENVER ROAD, 27.3 FT
 DG5870'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF  TRUCK TRAIL NUMBER 2,
 DG5870'19.5 FT EAST-NORTHEAST OF A POWER POLE AND 1.1 FT  NORTH-NORTHWEST OF
 DG5870'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5852 ***********************************************************************
 DG5852  DESIGNATION -  99 22 089 0
 DG5852  PID         -  DG5852
 DG5852  STATE/COUNTY-  FL/PUTNAM
 DG5852  USGS QUAD   -  CRESCENT CITY (1994)
 DG5852
 DG5852                         *CURRENT SURVEY CONTROL
 DG5852  ___________________________________________________________________
 DG5852* NAD 83(1986)-  29 23 20.     (N)    081 35 09.     (W)     SCALED    
 DG5852* NAVD 88     -         7.506  (meters)      24.63   (feet)  ADJUSTED  
 DG5852  ___________________________________________________________________
 DG5852  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DG5852  DYNAMIC HT  -           7.496 (meters)      24.59  (feet)  COMP
 DG5852  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 DG5852
 DG5852  VERT ORDER  -  SECOND    CLASS I
 DG5852
 DG5852.The horizontal coordinates were scaled from a topographic map and have
 DG5852.an estimated accuracy of +/- 6 seconds.
 DG5852
 DG5852.The orthometric height was determined by differential leveling
 DG5852.and adjusted by the National Geodetic Survey in August 2004..
 DG5852
 DG5852.The geoid height was determined by GEOID03.
 DG5852
 DG5852.The dynamic height is computed by dividing the NAVD 88
 DG5852.geopotential number by the normal gravity value computed on the
 DG5852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5852.degrees latitude (g = 980.6199 gals.).
 DG5852
 DG5852.The modeled gravity was interpolated from observed gravity values.
 DG5852
 DG5852;                    North         East    Units  Estimated Accuracy
 DG5852;SPC FL E     -   560,270.      143,140.      MT  (+/- 180 meters Scaled)
 DG5852
 DG5852                          SUPERSEDED SURVEY CONTROL
 DG5852
 DG5852.No superseded survey control is available for this station.
 DG5852
 DG5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN431512(NAD 83)
 DG5852_MARKER: DD = SURVEY DISK
 DG5852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5852_SP_SET: PAD
 DG5852_STAMPING: BM 99-22-089-0
 DG5852_MARK LOGO: SJRWMD
 DG5852_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5852+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5852
 DG5852  HISTORY     - Date     Condition        Report By
 DG5852  HISTORY     - 1999     MONUMENTED       SJRWMD
 DG5852  HISTORY     - 20020808 GOOD             FLDEP
 DG5852
 DG5852                          STATION DESCRIPTION
 DG5852
 DG5852'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5852'THE MARK IS ABOUT 5.5 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 8,
 DG5852'TOWNSHIP 13 SOUTH,  RANGE 27 EAST.
 DG5852' 
 DG5852'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5852'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5852'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5852'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5852'ROAD AND GO WEST FOR 3.85 MI TO THE JUNCTION OF TRUCK TRAIL NUMBER  2
 DG5852'ON THE LEFT (AN ENTRANCE TO THE LAKE GEORGE WILDLIFE MANAGEMENT AREA),
 DG5852'TURN LEFT ON  TRUCK TRAIL NUMBER 2 AND GO SOUTHEAST FOR 0.15 MI TO THE
 DG5852'MARK ON THE LEFT, A DISC SET  FLUSH IN THE TOP OF A 3.0 FT SQUARE
 DG5852'CONCRETE SLAB ABOUT 0.5 FT ABOVE THE LEVEL OF TRUCK  TRAIL NUMBER 2.
 DG5852' 
 DG5852'LOCATED 34.5 FT EAST OF THE APPROXIMATE CENTERLINE OF TRUCK TRAIL
 DG5852'NUMBER 2, 3.0 FT NORTH  OF BENCH MARK 99-22-089-1, 2.8 FT WEST OF A
 DG5852'CARSONITE WITNESS POST AND 0.8 FT NORTHEAST OF  THE SOUTHWEST CORNER
 DG5852'OF THE NORTHERN MOST OF 3 CONCRETE SLABS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5854 ***********************************************************************
 DG5854  DESIGNATION -  99 22 090 0
 DG5854  PID         -  DG5854
 DG5854  STATE/COUNTY-  FL/PUTNAM
 DG5854  USGS QUAD   -  CRESCENT CITY (1994)
 DG5854
 DG5854                         *CURRENT SURVEY CONTROL
 DG5854  ___________________________________________________________________
 DG5854* NAD 83(1986)-  29 22 49.     (N)    081 34 47.     (W)     SCALED    
 DG5854* NAVD 88     -         3.859  (meters)      12.66   (feet)  ADJUSTED  
 DG5854  ___________________________________________________________________
 DG5854  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DG5854  DYNAMIC HT  -           3.854 (meters)      12.64  (feet)  COMP
 DG5854  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 DG5854
 DG5854  VERT ORDER  -  SECOND    CLASS I
 DG5854
 DG5854.The horizontal coordinates were scaled from a topographic map and have
 DG5854.an estimated accuracy of +/- 6 seconds.
 DG5854
 DG5854.The orthometric height was determined by differential leveling
 DG5854.and adjusted by the National Geodetic Survey in August 2004..
 DG5854
 DG5854.The geoid height was determined by GEOID03.
 DG5854
 DG5854.The dynamic height is computed by dividing the NAVD 88
 DG5854.geopotential number by the normal gravity value computed on the
 DG5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5854.degrees latitude (g = 980.6199 gals.).
 DG5854
 DG5854.The modeled gravity was interpolated from observed gravity values.
 DG5854
 DG5854;                    North         East    Units  Estimated Accuracy
 DG5854;SPC FL E     -   559,320.      143,720.      MT  (+/- 180 meters Scaled)
 DG5854
 DG5854                          SUPERSEDED SURVEY CONTROL
 DG5854
 DG5854.No superseded survey control is available for this station.
 DG5854
 DG5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN437502(NAD 83)
 DG5854_MARKER: DD = SURVEY DISK
 DG5854_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5854+WITH SETTING: INFORMATION.
 DG5854_STAMPING: BM 99-22-090-0
 DG5854_MARK LOGO: SJRWMD
 DG5854_PROJECTION: FLUSH
 DG5854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5854+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5854
 DG5854  HISTORY     - Date     Condition        Report By
 DG5854  HISTORY     - 1999     MONUMENTED       SJRWMD
 DG5854  HISTORY     - 20020808 GOOD             FLDEP
 DG5854
 DG5854                          STATION DESCRIPTION
 DG5854
 DG5854'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5854'THE MARK IS ABOUT 5.5 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 9,
 DG5854'TOWNSHIP 13 SOUTH,  RANGE 27 EAST.
 DG5854' 
 DG5854'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5854'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5854'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5854'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5854'ROAD AND GO WEST FOR 3.85 MI TO THE JUNCTION OF TRUCK TRAIL NUMBER  2
 DG5854'ON THE LEFT (AN ENTRANCE TO THE LAKE GEORGE WILDLIFE MANAGEMENT AREA),
 DG5854'TURN LEFT ON  TRUCK TRAIL NUMBER 2 AND GO SOUTHEAST FOR 1.0 MI TO THE
 DG5854'MARK ON THE RIGHT, A METAL ROD  DRIVEN TO A DEPTH OF 40.0 FT AND A
 DG5854'DISC SET IN THE TOP OF 12-INCH ROUND CONCRETE COLLAR  FLUSH WITH THE
 DG5854'GROUND AND ABOUT 0.5 FT BELOW THE LEVEL OF TRUCK TRAIL NUMBER 2.
 DG5854' 
 DG5854'LOCATED 30.2 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF TRUCK
 DG5854'TRAIL NUMBER 2,  17.1 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DG5854'TRAIL LEADING WEST, 15.2 FT  WEST-SOUTHWEST OF THE APPROXIMATE
 DG5854'CENTERLINE OF A DITCH PARALLEL TO TRUCK TRAIL  NUMBER 2 AND 1.4 FT
 DG5854'EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5856 ***********************************************************************
 DG5856  DESIGNATION -  99 22 091 0
 DG5856  PID         -  DG5856
 DG5856  STATE/COUNTY-  FL/PUTNAM
 DG5856  USGS QUAD   -  CRESCENT CITY (1994)
 DG5856
 DG5856                         *CURRENT SURVEY CONTROL
 DG5856  ___________________________________________________________________
 DG5856* NAD 83(1986)-  29 22 45.     (N)    081 33 45.     (W)     SCALED    
 DG5856* NAVD 88     -         6.272  (meters)      20.58   (feet)  ADJUSTED  
 DG5856  ___________________________________________________________________
 DG5856  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DG5856  DYNAMIC HT  -           6.263 (meters)      20.55  (feet)  COMP
 DG5856  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 DG5856
 DG5856  VERT ORDER  -  SECOND    CLASS I
 DG5856
 DG5856.The horizontal coordinates were scaled from a topographic map and have
 DG5856.an estimated accuracy of +/- 6 seconds.
 DG5856
 DG5856.The orthometric height was determined by differential leveling
 DG5856.and adjusted by the National Geodetic Survey in August 2004..
 DG5856
 DG5856.The geoid height was determined by GEOID03.
 DG5856
 DG5856.The dynamic height is computed by dividing the NAVD 88
 DG5856.geopotential number by the normal gravity value computed on the
 DG5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5856.degrees latitude (g = 980.6199 gals.).
 DG5856
 DG5856.The modeled gravity was interpolated from observed gravity values.
 DG5856
 DG5856;                    North         East    Units  Estimated Accuracy
 DG5856;SPC FL E     -   559,190.      145,400.      MT  (+/- 180 meters Scaled)
 DG5856
 DG5856                          SUPERSEDED SURVEY CONTROL
 DG5856
 DG5856.No superseded survey control is available for this station.
 DG5856
 DG5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN454501(NAD 83)
 DG5856_MARKER: DD = SURVEY DISK
 DG5856_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5856+WITH SETTING: INFORMATION.
 DG5856_STAMPING: BM 99-22-091-0
 DG5856_MARK LOGO: SJRWMD
 DG5856_PROJECTION: FLUSH
 DG5856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5856+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5856
 DG5856  HISTORY     - Date     Condition        Report By
 DG5856  HISTORY     - 1999     MONUMENTED       SJRWMD
 DG5856  HISTORY     - 20020808 GOOD             FLDEP
 DG5856
 DG5856                          STATION DESCRIPTION
 DG5856
 DG5856'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5856'THE MARK IS ABOUT 4.7 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 10,
 DG5856'TOWNSHIP 13 SOUTH,  RANGE 27 EAST.
 DG5856' 
 DG5856'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5856'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5856'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5856'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5856'ROAD AND GO WEST FOR 3.85 MI TO THE JUNCTION OF TRUCK TRAIL NUMBER  2
 DG5856'ON THE LEFT (AN ENTRANCE TO THE LAKE GEORGE WILDLIFE MANAGEMENT AREA),
 DG5856'TURN LEFT ON  TRUCK TRAIL NUMBER 2 AND GO SOUTHEAST FOR 2.05 MI TO THE
 DG5856'MARK ON THE LEFT, A METAL ROD  DRIVEN TO A DEPTH OF 35.9 FT AND A DISC
 DG5856'SET IN THE TOP OF 12 INCH ROUND CONCRETE COLLAR  FLUSH WITH THE GROUND
 DG5856'AND ABOUT 0.3 FT BELOW THE LEVEL OF TRUCK TRAIL NUMBER 2.
 DG5856' 
 DG5856'LOCATED 22.0 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF TRUCK TRAIL
 DG5856'NUMBER 2, 9.7 FT  SOUTH OF AN 11-INCH PINE TREE AND 1.1 FT
 DG5856'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5858 ***********************************************************************
 DG5858  DESIGNATION -  99 22 092 0
 DG5858  PID         -  DG5858
 DG5858  STATE/COUNTY-  FL/PUTNAM
 DG5858  USGS QUAD   -  WELAKA SE (1993)
 DG5858
 DG5858                         *CURRENT SURVEY CONTROL
 DG5858  ___________________________________________________________________
 DG5858* NAD 83(1986)-  29 22 20.     (N)    081 33 32.     (W)     SCALED    
 DG5858* NAVD 88     -         7.436  (meters)      24.40   (feet)  ADJUSTED  
 DG5858  ___________________________________________________________________
 DG5858  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DG5858  DYNAMIC HT  -           7.426 (meters)      24.36  (feet)  COMP
 DG5858  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 DG5858
 DG5858  VERT ORDER  -  SECOND    CLASS I
 DG5858
 DG5858.The horizontal coordinates were scaled from a topographic map and have
 DG5858.an estimated accuracy of +/- 6 seconds.
 DG5858
 DG5858.The orthometric height was determined by differential leveling
 DG5858.and adjusted by the National Geodetic Survey in August 2004..
 DG5858
 DG5858.The geoid height was determined by GEOID03.
 DG5858
 DG5858.The dynamic height is computed by dividing the NAVD 88
 DG5858.geopotential number by the normal gravity value computed on the
 DG5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5858.degrees latitude (g = 980.6199 gals.).
 DG5858
 DG5858.The modeled gravity was interpolated from observed gravity values.
 DG5858
 DG5858;                    North         East    Units  Estimated Accuracy
 DG5858;SPC FL E     -   558,410.      145,740.      MT  (+/- 180 meters Scaled)
 DG5858
 DG5858                          SUPERSEDED SURVEY CONTROL
 DG5858
 DG5858.No superseded survey control is available for this station.
 DG5858
 DG5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN457493(NAD 83)
 DG5858_MARKER: DD = SURVEY DISK
 DG5858_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5858_SP_SET: SLAB
 DG5858_STAMPING: BM 99-22-092-0
 DG5858_MARK LOGO: SJRWMD
 DG5858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5858+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5858
 DG5858  HISTORY     - Date     Condition        Report By
 DG5858  HISTORY     - 1999     MONUMENTED       SJRWMD
 DG5858  HISTORY     - 20020808 GOOD             FLDEP
 DG5858
 DG5858                          STATION DESCRIPTION
 DG5858
 DG5858'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5858'THE MARK IS ABOUT 5.2 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 15,
 DG5858'TOWNSHIP 13 SOUTH,  RANGE 27 EAST.
 DG5858' 
 DG5858'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5858'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5858'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5858'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5858'ROAD AND GO WEST FOR 3.85 MI TO THE JUNCTION OF TRUCK TRAIL NUMBER  2
 DG5858'ON THE LEFT (AN ENTRANCE TO THE LAKE GEORGE WILDLIFE MANAGEMENT AREA),
 DG5858'TURN LEFT ON  TRUCK TRAIL NUMBER 2 AND GO SOUTHEAST FOR 2.55 MI TO THE
 DG5858'JUNCTION OF JUMPING GULLEY  ROAD ON THE RIGHT AND THE MARK ON THE
 DG5858'LEFT, SET IN THE TOP OF A 2.5 FT SQUARE CONCRETE  SLAB PROJECTING 0.5
 DG5858'INCH ABOVE THE LEVEL OF THE CONCRETE AND LEVEL WITH TRUCK TRAIL
 DG5858'NUMBER 2.
 DG5858' 
 DG5858'LOCATED 30.2 FT NORTH-NORTHWEST OF THE EXTENDED CENTERLINE OF JUMPING
 DG5858'GULLEY ROAD,  29.0 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF TRUCK
 DG5858'TRAIL NUMBER 2 AND 2.0  SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7655 ***********************************************************************
 AJ7655  DESIGNATION -  99 26 606 1 RM 1
 AJ7655  PID         -  AJ7655
 AJ7655  STATE/COUNTY-  FL/OSCEOLA
 AJ7655  USGS QUAD   -  DEER PARK NW (1970)
 AJ7655
 AJ7655                         *CURRENT SURVEY CONTROL
 AJ7655  ___________________________________________________________________
 AJ7655* NAD 83(1986)-  28 07 44.     (N)    080 59 25.     (W)     SCALED    
 AJ7655* NAVD 88     -        16.748  (meters)      54.95   (feet)  ADJUSTED  
 AJ7655  ___________________________________________________________________
 AJ7655  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ7655  DYNAMIC HT  -          16.723 (meters)      54.87  (feet)  COMP
 AJ7655  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 AJ7655
 AJ7655  VERT ORDER  -  SECOND    CLASS I
 AJ7655
 AJ7655.The horizontal coordinates were scaled from a topographic map and have
 AJ7655.an estimated accuracy of +/- 6 seconds.
 AJ7655
 AJ7655.The orthometric height was determined by differential leveling
 AJ7655.and adjusted by the National Geodetic Survey in March 2002..
 AJ7655
 AJ7655.The geoid height was determined by GEOID03.
 AJ7655
 AJ7655.The dynamic height is computed by dividing the NAVD 88
 AJ7655.geopotential number by the normal gravity value computed on the
 AJ7655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7655.degrees latitude (g = 980.6199 gals.).
 AJ7655
 AJ7655.The modeled gravity was interpolated from observed gravity values.
 AJ7655
 AJ7655;                    North         East    Units  Estimated Accuracy
 AJ7655;SPC FL E     -   420,490.      200,960.      MT  (+/- 180 meters Scaled)
 AJ7655
 AJ7655                          SUPERSEDED SURVEY CONTROL
 AJ7655
 AJ7655.No superseded survey control is available for this station.
 AJ7655
 AJ7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM009114(NAD 83)
 AJ7655_MARKER: DD = SURVEY DISK
 AJ7655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7655_STAMPING: 99-26-606-1 RM-1
 AJ7655_MARK LOGO: SJRWMD
 AJ7655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7655+STABILITY: SURFACE MOTION
 AJ7655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7655+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 AJ7655
 AJ7655  HISTORY     - Date     Condition        Report By
 AJ7655  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7655  HISTORY     - 20000811 GOOD             FLDEP
 AJ7655
 AJ7655                          STATION DESCRIPTION
 AJ7655
 AJ7655'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 AJ7655'THE MARK IS ABOUT 24.0 MI (38.6 KM) WEST OF MELBOURNE, 5.5 MI (8.9 KM)
 AJ7655'EAST OF HOLOPAW, IN SECTION 23, TOWNSHIP 27 SOUTH, RANGE 33 EAST. TO
 AJ7655'REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAY 441 (HOLOPAW ROAD)
 AJ7655'AND U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY ROAD 500) IN
 AJ7655'HOLOPAW, GO EAST ON U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY
 AJ7655'ROAD 500) FOR 5.45 MI (8.77 KM) TO THE MARK ON THE LEFT, SET IN THE
 AJ7655'TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 AJ7655'THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF U.S. HIGHWAY 192.
 AJ7655'LOCATED 79.0 FT (24.1 M) NORTHWEST OF AND ACROSS U.S.  HIGHWAY 192
 AJ7655'FROM POWER POLE NUMBER FPC615087, 34.5 FT (10.5 M) NORTH OF THE
 AJ7655'CENTERLINE OF U.S.  HIGHWAY 192, 1.2 FT (0.4 M) SOUTH OF A BARBWIRE
 AJ7655'FENCE, 1.0 FT (0.3 M) EAST OF A SJRWMD 2-INCH PVC WITNESS POST AND 1.0
 AJ7655'FT (0.3 M) WEST OF ANOTHER SJRWMD 2-INCH PVE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5330 ***********************************************************************
 DG5330  DESIGNATION -  99 JAS
 DG5330  PID         -  DG5330
 DG5330  STATE/COUNTY-  FL/MARION
 DG5330  USGS QUAD   -  LAKE KERR (1994)
 DG5330
 DG5330                         *CURRENT SURVEY CONTROL
 DG5330  ___________________________________________________________________
 DG5330* NAD 83(1986)-  29 19 57.     (N)    081 45 44.     (W)     SCALED    
 DG5330* NAVD 88     -        15.050  (meters)      49.38   (feet)  ADJUSTED  
 DG5330  ___________________________________________________________________
 DG5330  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DG5330  DYNAMIC HT  -          15.029 (meters)      49.31  (feet)  COMP
 DG5330  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 DG5330
 DG5330  VERT ORDER  -  SECOND    CLASS I
 DG5330
 DG5330.The horizontal coordinates were scaled from a topographic map and have
 DG5330.an estimated accuracy of +/- 6 seconds.
 DG5330
 DG5330.The orthometric height was determined by differential leveling
 DG5330.and adjusted by the National Geodetic Survey in August 2004..
 DG5330
 DG5330.The geoid height was determined by GEOID03.
 DG5330
 DG5330.The dynamic height is computed by dividing the NAVD 88
 DG5330.geopotential number by the normal gravity value computed on the
 DG5330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5330.degrees latitude (g = 980.6199 gals.).
 DG5330
 DG5330.The modeled gravity was interpolated from observed gravity values.
 DG5330
 DG5330;                    North         East    Units  Estimated Accuracy
 DG5330;SPC FL W     -   553,910.      223,090.      MT  (+/- 180 meters Scaled)
 DG5330
 DG5330                          SUPERSEDED SURVEY CONTROL
 DG5330
 DG5330.No superseded survey control is available for this station.
 DG5330
 DG5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN259450(NAD 83)
 DG5330_MARKER: DD = SURVEY DISK
 DG5330_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5330_STAMPING: 99 JAS 1966
 DG5330_MARK LOGO: USGS  
 DG5330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5330+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2000
 DG5330
 DG5330  HISTORY     - Date     Condition        Report By
 DG5330  HISTORY     - 1966     MONUMENTED       USGS
 DG5330  HISTORY     - 20000429 GOOD             FLDEP
 DG5330
 DG5330                          STATION DESCRIPTION
 DG5330
 DG5330'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5330'THE MARK IS ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF SALT SPRINGS, 20.2 MI
 DG5330'(32.5 KM) NORTHEAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION
 DG5330'26, TOWNSHIP 13 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE
 DG5330'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 DG5330'SALT SPRINGS, GO SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE
 DG5330'JUNCTION OF COUNTY ROAD 314 (NE HWY 314) ON THE RIGHT, BEAR RIGHT ON
 DG5330'COUNTY ROAD 314 AND GO SOUTHWEST FOR 1.95 MI (3.14 KM) TO THE JUNCTION
 DG5330'OF NORTHEAST 236 TER AND THE MARK ON THE LEFT, SET IN THE TOP OF A 0.6
 DG5330'FT (18.3 CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE POST FLUSH WITH
 DG5330'THE GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF COUNTY ROAD 314.
 DG5330'LOCATED 50.6 FT (15.4 M) WEST OF POWER POLE NUMBER 674446F465, 49.7 FT
 DG5330'(15.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 314 AND
 DG5330'37.0 FT (11.3 M) WEST OF THE APPROXIMATE CENTERLINE OF NE 236 TER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6819 ***********************************************************************
 DE6819  DESIGNATION -  99012002
 DE6819  PID         -  DE6819
 DE6819  STATE/COUNTY-  FL/ST JOHNS
 DE6819  USGS QUAD   -  SPUDS (1992)
 DE6819
 DE6819                         *CURRENT SURVEY CONTROL
 DE6819  ___________________________________________________________________
 DE6819* NAD 83(1986)-  29 41 12.     (N)    081 28 40.     (W)     SCALED    
 DE6819* NAVD 88     -         3.597  (meters)      11.80   (feet)  ADJUSTED  
 DE6819  ___________________________________________________________________
 DE6819  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DE6819  DYNAMIC HT  -           3.592 (meters)      11.78  (feet)  COMP
 DE6819  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 DE6819
 DE6819  VERT ORDER  -  SECOND    CLASS I
 DE6819
 DE6819.The horizontal coordinates were scaled from a topographic map and have
 DE6819.an estimated accuracy of +/- 6 seconds.
 DE6819
 DE6819.The orthometric height was determined by differential leveling
 DE6819.and adjusted by the National Geodetic Survey in May 2004..
 DE6819
 DE6819.The geoid height was determined by GEOID03.
 DE6819
 DE6819.The dynamic height is computed by dividing the NAVD 88
 DE6819.geopotential number by the normal gravity value computed on the
 DE6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6819.degrees latitude (g = 980.6199 gals.).
 DE6819
 DE6819.The modeled gravity was interpolated from observed gravity values.
 DE6819
 DE6819;                    North         East    Units  Estimated Accuracy
 DE6819;SPC FL E     -   593,230.      153,760.      MT  (+/- 180 meters Scaled)
 DE6819
 DE6819                          SUPERSEDED SURVEY CONTROL
 DE6819
 DE6819.No superseded survey control is available for this station.
 DE6819
 DE6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN537841(NAD 83)
 DE6819_MARKER: DD = SURVEY DISK
 DE6819_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6819_STAMPING: BM 99012002
 DE6819_MARK LOGO: SJRWMD
 DE6819_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6819+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 DE6819
 DE6819  HISTORY     - Date     Condition        Report By
 DE6819  HISTORY     - UNK      MONUMENTED       SJRWMD
 DE6819  HISTORY     - 19990505 GOOD             FLDEP
 DE6819
 DE6819                          STATION DESCRIPTION
 DE6819
 DE6819'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6819'THE MARK IS ABOUT 24.0 MI (38.6 KM) NORTHWEST OF BUNNELL, 2.9 MI (4.7
 DE6819'KM) SOUTHEAST OF HASTINGS, ON COUNTY ROAD 13, IN SECTION 37, TOWNSHIP
 DE6819'9 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DE6819'COUNTY ROAD 207 AND COUNTY ROAD 13 (MAIN STREET) IN HASTINGS, GO SOUTH
 DE6819'ON COUNTY ROAD 13 (MAIN STREET) FOR 2.85 MI (4.59 KM) TO THE JUNCTION
 DE6819'OF HUB BAILEY ROAD ON THE LEFT (A DIRT ROAD LEADING EAST) AND THE MARK
 DE6819'ON THE LEFT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST
 DE6819'SURROUNDED BY A MASS OF CONCRETE RECESSED 0.4 FT (12.2 CM) BELOW THE
 DE6819'LEVEL OF THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 13. LOCATED 70.0
 DE6819'FT (21.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A FIELD ROAD
 DE6819'LEADING EAST, 58.0 FT (17.7 M) EAST AND ACROSS COUNTY ROAD FROM REID
 DE6819'PACKING HOUSE ROAD, 50.0 FT (15.2 M) SOUTHEAST OF HUB BAILEY ROAD,
 DE6819'19.2 FT (5.9 M) NORTHEAST OF COUNTY ROAD 13 AND 13.8 FT (4.2 M)
 DE6819'NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6818 ***********************************************************************
 DE6818  DESIGNATION -  99015002
 DE6818  PID         -  DE6818
 DE6818  STATE/COUNTY-  FL/ST JOHNS
 DE6818  USGS QUAD   -  SPUDS (1992)
 DE6818
 DE6818                         *CURRENT SURVEY CONTROL
 DE6818  ___________________________________________________________________
 DE6818* NAD 83(1986)-  29 40 45.     (N)    081 27 56.     (W)     SCALED    
 DE6818* NAVD 88     -         4.125  (meters)      13.53   (feet)  ADJUSTED  
 DE6818  ___________________________________________________________________
 DE6818  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DE6818  DYNAMIC HT  -           4.120 (meters)      13.52  (feet)  COMP
 DE6818  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 DE6818
 DE6818  VERT ORDER  -  SECOND    CLASS I
 DE6818
 DE6818.The horizontal coordinates were scaled from a topographic map and have
 DE6818.an estimated accuracy of +/- 6 seconds.
 DE6818
 DE6818.The orthometric height was determined by differential leveling
 DE6818.and adjusted by the National Geodetic Survey in May 2004..
 DE6818
 DE6818.The geoid height was determined by GEOID03.
 DE6818
 DE6818.The dynamic height is computed by dividing the NAVD 88
 DE6818.geopotential number by the normal gravity value computed on the
 DE6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6818.degrees latitude (g = 980.6199 gals.).
 DE6818
 DE6818.The modeled gravity was interpolated from observed gravity values.
 DE6818
 DE6818;                    North         East    Units  Estimated Accuracy
 DE6818;SPC FL E     -   592,400.      154,940.      MT  (+/- 180 meters Scaled)
 DE6818
 DE6818                          SUPERSEDED SURVEY CONTROL
 DE6818
 DE6818.No superseded survey control is available for this station.
 DE6818
 DE6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN549833(NAD 83)
 DE6818_MARKER: DD = SURVEY DISK
 DE6818_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE6818_SP_SET: BRIDGE WING WALL
 DE6818_STAMPING: 1999 SJRWMD 99015002
 DE6818_MARK LOGO: FLSRD 
 DE6818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6818+STABILITY: SURFACE MOTION
 DE6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6818+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 DE6818
 DE6818  HISTORY     - Date     Condition        Report By
 DE6818  HISTORY     - UNK      MONUMENTED       FLSRD
 DE6818  HISTORY     - 19990505 GOOD             FLDEP
 DE6818
 DE6818                          STATION DESCRIPTION
 DE6818
 DE6818'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6818'THE MARK IS ABOUT 23.0 MI (37.0 KM) NORTHWEST OF BUNNELL, 3.7 MI (6.0
 DE6818'KM) SOUTHEAST OF HASTINGS, ON COUNTY ROAD 13, IN SECTION 38, TOWNSHIP
 DE6818'9 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DE6818'COUNTY ROAD 207 AND COUNTY ROAD 13 (MAIN STREET) IN HASTINGS, GO SOUTH
 DE6818'ON COUNTY ROAD 13 (MAIN STREET) FOR 3.75 MI (6.03 KM) TO THE EAST END
 DE6818'OF A BRIDGE AND THE MARK ON THE LEFT, SET IN THE TOP OF THE BRIDGE
 DE6818'WING WALL 1.4 FT (0.4 M) ABOVE THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DE6818'M) ABOVE THE LEVEL OF COUNTY ROAD 13. LOCATED 15.2 FT (4.6 M)
 DE6818'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 13, 1.9 FT (0.6 M)
 DE6818'NORTHEAST OF THE METAL GUARDRAIL AND 1.6 FT (0.5 M) SOUTH OF THE NORTH
 DE6818'END OF WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6766 ***********************************************************************
 DE6766  DESIGNATION -  99017002
 DE6766  PID         -  DE6766
 DE6766  STATE/COUNTY-  FL/FLAGLER
 DE6766  USGS QUAD   -  SEVILLE (1993)
 DE6766
 DE6766                         *CURRENT SURVEY CONTROL
 DE6766  ___________________________________________________________________
 DE6766* NAD 83(1986)-  29 19 14.     (N)    081 24 10.     (W)     SCALED    
 DE6766* NAVD 88     -         4.855  (meters)      15.93   (feet)  ADJUSTED  
 DE6766  ___________________________________________________________________
 DE6766  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DE6766  DYNAMIC HT  -           4.849 (meters)      15.91  (feet)  COMP
 DE6766  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 DE6766
 DE6766  VERT ORDER  -  SECOND    CLASS I
 DE6766
 DE6766.The horizontal coordinates were scaled from a topographic map and have
 DE6766.an estimated accuracy of +/- 6 seconds.
 DE6766
 DE6766.The orthometric height was determined by differential leveling
 DE6766.and adjusted by the National Geodetic Survey in May 2004..
 DE6766
 DE6766.The geoid height was determined by GEOID03.
 DE6766
 DE6766.The dynamic height is computed by dividing the NAVD 88
 DE6766.geopotential number by the normal gravity value computed on the
 DE6766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6766.degrees latitude (g = 980.6199 gals.).
 DE6766
 DE6766.The modeled gravity was interpolated from observed gravity values.
 DE6766
 DE6766;                    North         East    Units  Estimated Accuracy
 DE6766;SPC FL E     -   552,630.      160,880.      MT  (+/- 180 meters Scaled)
 DE6766
 DE6766                          SUPERSEDED SURVEY CONTROL
 DE6766
 DE6766.No superseded survey control is available for this station.
 DE6766
 DE6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN608435(NAD 83)
 DE6766_MARKER: DD = SURVEY DISK
 DE6766_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE6766_STAMPING: BM 99017002
 DE6766_MARK LOGO: SFLWMD
 DE6766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6766+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1999
 DE6766
 DE6766  HISTORY     - Date     Condition        Report By
 DE6766  HISTORY     - UNK      MONUMENTED       SFLWMD
 DE6766  HISTORY     - 19990320 GOOD             FLDEP
 DE6766
 DE6766                          STATION DESCRIPTION
 DE6766
 DE6766'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6766'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST OF CODYS CORNER, 5.5 MI (8.9
 DE6766'KM) EAST OF SEVILLE IN SECTION 31, TOWNSHIP 13 SOUTH, RANGE 29 EAST.
 DE6766'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 11 AND COUNTY ROAD
 DE6766'304 IN CODYS CORNER, GO WEST ON COUNTY ROAD 304 FOR 2.5 MI (4.0 KM) TO
 DE6766'THE JUNCTION OF COUNTY ROAD 305, TURN LEFT ON COUNTY ROAD 305 AND GO
 DE6766'SOUTH FOR 4.25 MI (6.84 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 DE6766'OF A PREFABRICATED 0.4 FT (12.2 CM) X 0.4 FT (12.2 CM) POST INBEDDED
 DE6766'IN THE GROUND, FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) BELOW THE
 DE6766'LEVEL COUNTY ROAD 305.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION
 DE6766'OF U.S. HIGHWAY 17 AND COUNTY ROAD 305 IN SEVILLE, GO EAST ON COUNTY
 DE6766'ROAD 305 FOR 5.55 TO THE MARK ON THE LEFT. LOCATED 100.0 FT (30.5 M)
 DE6766'EAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY AT 14593 LEADING SOUTH,
 DE6766'49.4 FT (15.1 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 305 AND 1.4 FT
 DE6766'(0.4 M) SOUTH OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0514 ***********************************************************************
 AC0514  DESIGNATION -  A
 AC0514  PID         -  AC0514
 AC0514  STATE/COUNTY-  FL/MIAMI-DADE
 AC0514  USGS QUAD   -  LONG ISLAND (1973)
 AC0514
 AC0514                         *CURRENT SURVEY CONTROL
 AC0514  ___________________________________________________________________
 AC0514* NAD 83(1986)-  25 45 38.     (N)    080 41 57.     (W)     SCALED    
 AC0514* NAVD 88     -         2.753  (meters)       9.03   (feet)  ADJUSTED  
 AC0514  ___________________________________________________________________
 AC0514  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AC0514  DYNAMIC HT  -           2.748 (meters)       9.02  (feet)  COMP
 AC0514  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 AC0514
 AC0514  VERT ORDER  -  FIRST     CLASS I
 AC0514
 AC0514.The horizontal coordinates were scaled from a topographic map and have
 AC0514.an estimated accuracy of +/- 6 seconds.
 AC0514
 AC0514.The orthometric height was determined by differential leveling
 AC0514.and adjusted by the National Geodetic Survey in June 1991..
 AC0514
 AC0514.The geoid height was determined by GEOID03.
 AC0514
 AC0514.The dynamic height is computed by dividing the NAVD 88
 AC0514.geopotential number by the normal gravity value computed on the
 AC0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0514.degrees latitude (g = 980.6199 gals.).
 AC0514
 AC0514.The modeled gravity was interpolated from observed gravity values.
 AC0514
 AC0514;                    North         East    Units  Estimated Accuracy
 AC0514;SPC FL E     -   158,120.      230,180.      MT  (+/- 180 meters Scaled)
 AC0514
 AC0514                          SUPERSEDED SURVEY CONTROL
 AC0514
 AC0514  NGVD 29 (??/??/92)    3.216  (m)           10.55   (f) ADJ UNCH    1 1
 AC0514
 AC0514.Superseded values are not recommended for survey control.
 AC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0514.See file dsdata.txt to determine how the superseded data were derived.
 AC0514
 AC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ301492(NAD 83)
 AC0514_MARKER: DD = SURVEY DISK
 AC0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0514_SP_SET: CONCRETE POST
 AC0514_STAMPING: A
 AC0514_MARK LOGO: FLGS  
 AC0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0514+STABILITY: SURFACE MOTION
 AC0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC0514+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 AC0514
 AC0514  HISTORY     - Date     Condition        Report By
 AC0514  HISTORY     - UNK      MONUMENTED       FLGS
 AC0514  HISTORY     - 1965     GOOD             NGS
 AC0514  HISTORY     - 19920218 GOOD             NGS
 AC0514
 AC0514                          STATION DESCRIPTION
 AC0514
 AC0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0514'24.5 MI W FROM WEST MIAMI.
 AC0514'ABOUT 24.1 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI
 AC0514'STATION POST OFFICE AT WEST MIAMI, THENCE 0.05 MILE SOUTH ALONG
 AC0514'A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG THE OLD ABANDONED
 AC0514'HIGHWAY, 14 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 AC0514'178 FEET EAST OF THE 3RD POWER LINE POLE EAST OF A ROAD JUNCTION,
 AC0514'ABOUT 30 FEET NORTH OF TELEPHONE POLE NO. E 47, 963, 3.1 FEET
 AC0514'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY
 AC0514'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 AC0514'LEVEL OF THE GROUND.
 AC0514
 AC0514                          STATION RECOVERY (1992)
 AC0514
 AC0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0514'40.3 KM (25.05 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0514'OFFICE IN WEST MIAMI, THENCE 9.1 KM (5.65 MI) SOUTHERLY ALONG A
 AC0514'GRAVELED ROAD, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG OLD U.S.
 AC0514'HIGHWAY 41, 53.7 M (176.2 FT) EAST OF A UTILITY POLE, 3.2 M (10.5 FT)
 AC0514'SOUTH OF THE CENTER OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AC0514'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5341 ***********************************************************************
 AG5341  DESIGNATION -  A
 AG5341  PID         -  AG5341
 AG5341  STATE/COUNTY-  FL/PINELLAS
 AG5341  USGS QUAD   -  GANDY BRIDGE (1987)
 AG5341
 AG5341                         *CURRENT SURVEY CONTROL
 AG5341  ___________________________________________________________________
 AG5341* NAD 83(1986)-  27 52 57.     (N)    082 34 20.     (W)     SCALED    
 AG5341* NAVD 88     -         3.472  (meters)      11.39   (feet)  ADJUSTED  
 AG5341  ___________________________________________________________________
 AG5341  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AG5341  DYNAMIC HT  -           3.467 (meters)      11.37  (feet)  COMP
 AG5341  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 AG5341
 AG5341  VERT ORDER  -  FIRST     CLASS I
 AG5341
 AG5341.The horizontal coordinates were scaled from a topographic map and have
 AG5341.an estimated accuracy of +/- 6 seconds.
 AG5341
 AG5341.The orthometric height was determined by differential leveling
 AG5341.and adjusted by the National Geodetic Survey in June 1991..
 AG5341
 AG5341.The geoid height was determined by GEOID03.
 AG5341
 AG5341.The dynamic height is computed by dividing the NAVD 88
 AG5341.geopotential number by the normal gravity value computed on the
 AG5341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5341.degrees latitude (g = 980.6199 gals.).
 AG5341
 AG5341.The modeled gravity was interpolated from observed gravity values.
 AG5341
 AG5341;                    North         East    Units  Estimated Accuracy
 AG5341;SPC FL W     -   393,320.      143,660.      MT  (+/- 180 meters Scaled)
 AG5341
 AG5341                          SUPERSEDED SURVEY CONTROL
 AG5341
 AG5341  NGVD 29 (??/??/92)    3.737  (m)           12.26   (f) ADJ UNCH    1 1
 AG5341
 AG5341.Superseded values are not recommended for survey control.
 AG5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5341.See file dsdata.txt to determine how the superseded data were derived.
 AG5341
 AG5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL452851(NAD 83)
 AG5341_MARKER: DD = SURVEY DISK
 AG5341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5341_SP_SET: BRIDGE
 AG5341_STAMPING: A
 AG5341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5341+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG5341
 AG5341  HISTORY     - Date     Condition        Report By
 AG5341  HISTORY     - UNK      MONUMENTED       FLHD
 AG5341  HISTORY     - 1966     GOOD             NGS
 AG5341  HISTORY     - 1978     GOOD             NGS
 AG5341  HISTORY     - 20040406 GOOD             USPSQD
 AG5341
 AG5341                          STATION DESCRIPTION
 AG5341
 AG5341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5341'2.8 MI W FROM TAMPA.
 AG5341'ABOUT 2.75 MILE WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION
 AG5341'OF WEST SHORE BOULEVARD AT TAMPA, ABOUT 0.2 MILE WEST OF THE
 AG5341'HILLSBOROUGH-PINELLAS COUNTY LINE, 0.65 MILE EAST OF THE WEST
 AG5341'END OF THE BRIDGE, 51 YARDS WEST OF LIGHT POLE NO. 13, 1 FOOT
 AG5341'NORTH OF THE SOUTH EDGE OF THE GUARD RAIL BASE, 1 FOOT ABOVE
 AG5341'THE LEVEL OF THE BRIDGE FLOOR AND IN THE TOP OF THE NORTH
 AG5341'CONCRETE GUARD RAIL BASE FOR THE WEST-BOUND BRIDGE.
 AG5341
 AG5341                          STATION RECOVERY (1978)
 AG5341
 AG5341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG5341'RECOVERED IN GOOD CONDITION.
 AG5341
 AG5341                          STATION RECOVERY (2004)
 AG5341
 AG5341'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG5341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2604 ***********************************************************************
 AK2604  DESIGNATION -  A
 AK2604  PID         -  AK2604
 AK2604  STATE/COUNTY-  FL/BREVARD
 AK2604  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2604
 AK2604                         *CURRENT SURVEY CONTROL
 AK2604  ___________________________________________________________________
 AK2604* NAD 83(1986)-  28 24 48.     (N)    080 35 32.     (W)     SCALED    
 AK2604* NAVD 88     -         5.256  (meters)      17.24   (feet)  POSTED    
 AK2604  ___________________________________________________________________
 AK2604  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2604  DYNAMIC HT  -           5.250 (meters)      17.22  (feet)  COMP
 AK2604  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 AK2604
 AK2604  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AK2604
 AK2604.The horizontal coordinates were scaled from a topographic map and have
 AK2604.an estimated accuracy of +/- 6 seconds.
 AK2604
 AK2604.The orthometric height was determined by differential leveling
 AK2604.and adjusted by the National Geodetic Survey in 1992..
 AK2604.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AK2604.rate greater than 8.0 mm/km.
 AK2604
 AK2604.The geoid height was determined by GEOID03.
 AK2604
 AK2604.The dynamic height is computed by dividing the NAVD 88
 AK2604.geopotential number by the normal gravity value computed on the
 AK2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2604.degrees latitude (g = 980.6199 gals.).
 AK2604
 AK2604.The modeled gravity was interpolated from observed gravity values.
 AK2604
 AK2604;                    North         East    Units  Estimated Accuracy
 AK2604;SPC FL E     -   452,080.      239,950.      MT  (+/- 180 meters Scaled)
 AK2604
 AK2604                          SUPERSEDED SURVEY CONTROL
 AK2604
 AK2604  NGVD 29 (??/??/92)    5.662  (m)           18.58   (f) ADJ UNCH    1 2
 AK2604
 AK2604.Superseded values are not recommended for survey control.
 AK2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2604.See file dsdata.txt to determine how the superseded data were derived.
 AK2604
 AK2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM399430(NAD 83)
 AK2604_MARKER: DB = BENCH MARK DISK
 AK2604_SETTING: 0 = UNSPECIFIED SETTING
 AK2604_STAMPING: A
 AK2604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2604
 AK2604  HISTORY     - Date     Condition        Report By
 AK2604  HISTORY     - UNK      MONUMENTED       CGS
 AK2604  HISTORY     - 1959     GOOD             NGS
 AK2604  HISTORY     - 1976     MARK NOT FOUND   USGS
 AK2604
 AK2604                          STATION DESCRIPTION
 AK2604
 AK2604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2604'AT CAPE CANAVERAL.
 AK2604'STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE IN THE AZUSA
 AK2604'MARK II COMPLEX, 148.80 FT. NORTH OF THE X AND Y BASELINE
 AK2604'INTERSECTION.
 AK2604
 AK2604                          STATION RECOVERY (1976)
 AK2604
 AK2604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AK2604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5582 ***********************************************************************
 AF5582  DESIGNATION -  A
 AF5582  PID         -  AF5582
 AF5582  STATE/COUNTY-  FL/OKEECHOBEE
 AF5582  USGS QUAD   -  TAYLOR CREEK SE (1972)
 AF5582
 AF5582                         *CURRENT SURVEY CONTROL
 AF5582  ___________________________________________________________________
 AF5582* NAD 83(1986)-  27 17 55.     (N)    080 49 37.     (W)     SCALED    
 AF5582* NAVD 88     -         9.541  (meters)      31.30   (feet)  ADJUSTED  
 AF5582  ___________________________________________________________________
 AF5582  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AF5582  DYNAMIC HT  -           9.527 (meters)      31.26  (feet)  COMP
 AF5582  MODELED GRAV-     979,107.5   (mgal)                       NAVD 88
 AF5582
 AF5582  VERT ORDER  -  SECOND    CLASS 0
 AF5582
 AF5582.The horizontal coordinates were scaled from a topographic map and have
 AF5582.an estimated accuracy of +/- 6 seconds.
 AF5582
 AF5582.The orthometric height was determined by differential leveling
 AF5582.and adjusted by the National Geodetic Survey in June 1991..
 AF5582
 AF5582.The geoid height was determined by GEOID03.
 AF5582
 AF5582.The dynamic height is computed by dividing the NAVD 88
 AF5582.geopotential number by the normal gravity value computed on the
 AF5582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5582.degrees latitude (g = 980.6199 gals.).
 AF5582
 AF5582.The modeled gravity was interpolated from observed gravity values.
 AF5582
 AF5582;                    North         East    Units  Estimated Accuracy
 AF5582;SPC FL E     -   328,500.      217,130.      MT  (+/- 180 meters Scaled)
 AF5582
 AF5582                          SUPERSEDED SURVEY CONTROL
 AF5582
 AF5582  NGVD 29 (??/??/92)    9.917  (m)           32.54   (f) ADJ UNCH    2 0
 AF5582
 AF5582.Superseded values are not recommended for survey control.
 AF5582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5582.See file dsdata.txt to determine how the superseded data were derived.
 AF5582
 AF5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL171195(NAD 83)
 AF5582_MARKER: DD = SURVEY DISK
 AF5582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF5582_SP_SET: BRIDGE
 AF5582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF5582
 AF5582  HISTORY     - Date     Condition        Report By
 AF5582  HISTORY     - UNK      MONUMENTED       FLHD
 AF5582  HISTORY     - 1961     GOOD             NGS
 AF5582  HISTORY     - 1977     GOOD             NGS
 AF5582  HISTORY     - 1987     GOOD             USPSQD
 AF5582
 AF5582                          STATION DESCRIPTION
 AF5582
 AF5582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AF5582'3.8 MI N FROM OKEECHOBEE.
 AF5582'3.8 MILES NORTH OF THE COUNTY COURTHOUSE IN OKEECHOBEE ALONG THE
 AF5582'EAST SIDE OF U.S. HIGHWAY 441, 18.6 FEET EAST OF THE CENTERLINE
 AF5582'OF U.S. HIGHWAY 441.  THE DISK IS CEMENTED IN THE SOUTHEAST CORNER
 AF5582'OF THE MAIN WING OF A CONCRETE BRIDGE NO. H-20-44 OVER TAYLOR
 AF5582'CREEK.  IT IS A BRASS DISK WITH NO STAMPING.
 AF5582
 AF5582                          STATION RECOVERY (1977)
 AF5582
 AF5582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AF5582'RECOVERED IN GOOD CONDITION.
 AF5582
 AF5582                          STATION RECOVERY (1987)
 AF5582
 AF5582'RECOVERY NOTE BY US POWER SQUADRON 1987 (REK)
 AF5582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1735 ***********************************************************************
 AG1735  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1735  DESIGNATION -  A
 AG1735  PID         -  AG1735
 AG1735  STATE/COUNTY-  FL/LEE
 AG1735  USGS QUAD   -  SANIBEL (1987)
 AG1735
 AG1735                         *CURRENT SURVEY CONTROL
 AG1735  ___________________________________________________________________
 AG1735* NAD 83(1986)-  26 29 00.     (N)    082 00 49.     (W)     SCALED    
 AG1735* NAVD 88     -         4.130  (meters)      13.55   (feet)  ADJUSTED  
 AG1735  ___________________________________________________________________
 AG1735  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AG1735  DYNAMIC HT  -           4.123 (meters)      13.53  (feet)  COMP
 AG1735  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 AG1735
 AG1735  VERT ORDER  -  FIRST     CLASS I
 AG1735
 AG1735.The horizontal coordinates were scaled from a topographic map and have
 AG1735.an estimated accuracy of +/- 6 seconds.
 AG1735
 AG1735.The orthometric height was determined by differential leveling
 AG1735.and adjusted by the National Geodetic Survey in June 1991..
 AG1735
 AG1735.This Tidal Bench Mark is designated as VM 7323
 AG1735.by the Center for Operational Oceanographic Products and Services.
 AG1735
 AG1735.The geoid height was determined by GEOID03.
 AG1735
 AG1735.The dynamic height is computed by dividing the NAVD 88
 AG1735.geopotential number by the normal gravity value computed on the
 AG1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1735.degrees latitude (g = 980.6199 gals.).
 AG1735
 AG1735.The modeled gravity was interpolated from observed gravity values.
 AG1735
 AG1735;                    North         East    Units  Estimated Accuracy
 AG1735;SPC FL W     -   238,160.      198,640.      MT  (+/- 180 meters Scaled)
 AG1735
 AG1735                          SUPERSEDED SURVEY CONTROL
 AG1735
 AG1735  NGVD 29 (09/01/92)    4.485  (m)           14.71   (f) ADJUSTED    1 1
 AG1735
 AG1735.Superseded values are not recommended for survey control.
 AG1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1735.See file dsdata.txt to determine how the superseded data were derived.
 AG1735
 AG1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK989296(NAD 83)
 AG1735_MARKER: DD = SURVEY DISK
 AG1735_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG1735_SP_SET: BRIDGE ABUTMENT
 AG1735_STAMPING: AL 6
 AG1735_MARK LOGO: FL-071
 AG1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1735+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AG1735
 AG1735  HISTORY     - Date     Condition        Report By
 AG1735  HISTORY     - UNK      MONUMENTED       FL-071
 AG1735  HISTORY     - 1965     GOOD             NGS
 AG1735  HISTORY     - 1974     GOOD             NGS
 AG1735  HISTORY     - 1984     GOOD             FLDNR
 AG1735  HISTORY     - 1987     GOOD             USPSQD
 AG1735  HISTORY     - 1989     GOOD             USPSQD
 AG1735  HISTORY     - 1990     GOOD             USPSQD
 AG1735  HISTORY     - 20020108 GOOD             USPSQD
 AG1735  HISTORY     - 20030717 GOOD             DENI
 AG1735
 AG1735                          STATION DESCRIPTION
 AG1735
 AG1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1735'15 MI SW FROM FORT MYERS.
 AG1735'ABOUT 14.8 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1735'FROM THE COURTHOUSE AT FORT MYERS, THENCE 0.2 MILE SOUTHWEST
 AG1735'ALONG BLACK TOP ROAD WHICH FOLLOWS ALONG THE SANIBEL CAUSEWAY,
 AG1735'0.2 MILE SOUTHWEST OF THE TOLL BOOTH AT THE NORTHEAST END OF THE
 AG1735'CAUSEWAY, SET IN THE TOP OF THE NORTHEAST ABUTMENT OF THE
 AG1735'NORTHEAST ONE OF THREE BRIDGES IN THE SANIBEL CAUSEWAY, 1.0
 AG1735'FOOT NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 19.0 FEET
 AG1735'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.8 FOOT
 AG1735'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AG1735
 AG1735                          STATION RECOVERY (1974)
 AG1735
 AG1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1735'RECOVERED IN GOOD CONDITION.
 AG1735
 AG1735                          STATION RECOVERY (1984)
 AG1735
 AG1735'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1735'RECOVERED IN GOOD CONDITION EXCEPT THAT L 6 WAS FOUND ADDED TO THE
 AG1735'STAMPING.
 AG1735
 AG1735                          STATION RECOVERY (1987)
 AG1735
 AG1735'RECOVERY NOTE BY US POWER SQUADRON 1987 (KMH)
 AG1735'RECOVERED IN GOOD CONDITION.
 AG1735
 AG1735                          STATION RECOVERY (1989)
 AG1735
 AG1735'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1735'RECOVERED IN GOOD CONDITION.
 AG1735
 AG1735                          STATION RECOVERY (1990)
 AG1735
 AG1735'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1735'RECOVERED IN GOOD CONDITION.
 AG1735
 AG1735                          STATION RECOVERY (2002)
 AG1735
 AG1735'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 AG1735'FROM INTERSECTION OF PERIWINKLE WAY AND CAUSEWAY BLVD, PROCEED NORTH
 AG1735'ON CAUSEWAY 3.1 MILES.  REST OF DESCRIPTION IS GOOD.
 AG1735' 
 AG1735
 AG1735                          STATION RECOVERY (2003)
 AG1735
 AG1735'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AG1735'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2244 ***********************************************************************
 AK2244  DESIGNATION -  A
 AK2244  PID         -  AK2244
 AK2244  STATE/COUNTY-  FL/BREVARD
 AK2244  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2244
 AK2244                         *CURRENT SURVEY CONTROL
 AK2244  ___________________________________________________________________
 AK2244* NAD 83(1986)-  28 29 20.     (N)    080 34 55.     (W)     SCALED    
 AK2244* NAVD 88     -         2.834  (meters)       9.30   (feet)  ADJUSTED  
 AK2244  ___________________________________________________________________
 AK2244  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2244  DYNAMIC HT  -           2.830 (meters)       9.28  (feet)  COMP
 AK2244  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 AK2244
 AK2244  VERT ORDER  -  FIRST     CLASS II
 AK2244
 AK2244.The horizontal coordinates were scaled from a topographic map and have
 AK2244.an estimated accuracy of +/- 6 seconds.
 AK2244
 AK2244.The orthometric height was determined by differential leveling
 AK2244.and adjusted by the National Geodetic Survey in June 1991..
 AK2244.WARNING-Repeat measurements at this control monument indicate possible
 AK2244.vertical movement.
 AK2244
 AK2244.The geoid height was determined by GEOID03.
 AK2244
 AK2244.The dynamic height is computed by dividing the NAVD 88
 AK2244.geopotential number by the normal gravity value computed on the
 AK2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2244.degrees latitude (g = 980.6199 gals.).
 AK2244
 AK2244.The modeled gravity was interpolated from observed gravity values.
 AK2244
 AK2244;                    North         East    Units  Estimated Accuracy
 AK2244;SPC FL E     -   460,460.      240,930.      MT  (+/- 180 meters Scaled)
 AK2244
 AK2244                          SUPERSEDED SURVEY CONTROL
 AK2244
 AK2244  NGVD 29 (??/??/92)    3.211  (m)           10.53   (f) ADJ UNCH    1 2
 AK2244
 AK2244.Superseded values are not recommended for survey control.
 AK2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2244.See file dsdata.txt to determine how the superseded data were derived.
 AK2244
 AK2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM409514(NAD 83)
 AK2244_MARKER: S = SPIKE
 AK2244_SETTING: 0 = UNSPECIFIED SETTING
 AK2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2244
 AK2244  HISTORY     - Date     Condition        Report By
 AK2244  HISTORY     - UNK      MONUMENTED       CGS
 AK2244  HISTORY     - 1966     GOOD             NGS
 AK2244
 AK2244                          STATION DESCRIPTION
 AK2244
 AK2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK2244'AT CAPE KENNEDY.
 AK2244'STATION IS LOCATED 46 FEET EAST OF THE SOUTHEAST CORNER OF HANGAR
 AK2244'I AND 25 FEET EAST OF THE WEST EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1711 ***********************************************************************
 AR1711  DESIGNATION -  A 001
 AR1711  PID         -  AR1711
 AR1711  STATE/COUNTY-  FL/ALACHUA
 AR1711  USGS QUAD   -  CITRA (1984)
 AR1711
 AR1711                         *CURRENT SURVEY CONTROL
 AR1711  ___________________________________________________________________
 AR1711* NAD 83(1999)-  29 27 28.84869(N)    082 03 38.22543(W)     ADJUSTED  
 AR1711* NAVD 88     -        17.3    (meters)      57.     (feet)  VERTCON   
 AR1711  ___________________________________________________________________
 AR1711  X           -     767,706.052 (meters)                     COMP
 AR1711  Y           -  -5,504,764.323 (meters)                     COMP
 AR1711  Z           -   3,118,197.854 (meters)                     COMP
 AR1711  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AR1711  ELLIP HEIGHT-         -11.10  (meters)          (06/12/02) GPS OBS
 AR1711  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AR1711
 AR1711  HORZ ORDER  -  SECOND
 AR1711  ELLP ORDER  -  FOURTH    CLASS I
 AR1711
 AR1711.The horizontal coordinates were established by GPS observations
 AR1711.and adjusted by the National Geodetic Survey in June 2002..
 AR1711
 AR1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1711
 AR1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1711
 AR1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1711
 AR1711.The ellipsoidal height was determined by GPS observations
 AR1711.and is referenced to NAD 83.
 AR1711
 AR1711.The geoid height was determined by GEOID03.
 AR1711
 AR1711;                    North         East     Units Scale Factor Converg.
 AR1711;SPC FL N     -    53,301.673   836,623.041   MT  1.00002448   +1 13 33.1
 AR1711;SPC FL N     -   174,873.91  2,744,820.76   sFT  1.00002448   +1 13 33.1
 AR1711;SPC FL W     -   567,794.602   194,120.003   MT  0.99994160   -0 01 47.3
 AR1711;SPC FL W     - 1,862,839.46    636,875.38   sFT  0.99994160   -0 01 47.3
 AR1711;UTM  17      - 3,259,199.504   397,151.500   MT  0.99973052   -0 31 17.9
 AR1711
 AR1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1711!SPC FL N     -   1.00000174  x   1.00002448  =   1.00002622
 AR1711!SPC FL W     -   1.00000174  x   0.99994160  =   0.99994334
 AR1711!UTM  17      -   1.00000174  x   0.99973052  =   0.99973226
 AR1711
 AR1711                          SUPERSEDED SURVEY CONTROL
 AR1711
 AR1711  NAD 83(1990)-  29 27 28.84734(N)    082 03 38.22477(W) AD(       ) 2
 AR1711  ELLIP H (05/01/91)  -11.21   (m)                       GP(       ) 4 1
 AR1711  NAD 83(1986)-  29 27 28.85829(N)    082 03 38.23190(W) AD(       ) 2
 AR1711  NGVD 29 (11/17/89)   17.6    (m)           58.     (f) GPS OBS        
 AR1711
 AR1711.Superseded values are not recommended for survey control.
 AR1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1711.See file dsdata.txt to determine how the superseded data were derived.
 AR1711
 AR1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9715159200(NAD 83)
 AR1711_MARKER: DD = SURVEY DISK
 AR1711_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1711_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1711_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1711+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1711
 AR1711  HISTORY     - Date     Condition        Report By
 AR1711  HISTORY     - 1988     MONUMENTED       PMC
 AR1711
 AR1711                          STATION DESCRIPTION
 AR1711
 AR1711'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1711'THE STATION IS LOCATED ABOUT 36.21 KM (22.5 MI)
 AR1711'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1711'OWNERSHIP--PRIVATE
 AR1711'
 AR1711'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND
 AR1711'MARION COUNTY ROAD NO. 318, GO NORTHEAST FOR
 AR1711'4.8 KM (3.0 MI) ON COUNTY ROAD NO. 318 TO A DIRT ROAD TO THE NORTH
 AR1711'AND A MAILBOX (NAME-H. NOBLES),
 AR1711'GO NORTHWEST FOR 1.6 KM (1.0 MI) ON DIRT ROAD TO A MOBILE HOME AND
 AR1711'BARN ON THE RIGHT,
 AR1711'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 AR1711'2.2 KM (1.4 MI) ON DIRT ROAD PAST THE AZ MK TO THE BRIDGE CROSSING
 AR1711'ORANGE CREEK AND THE STATION ON THE LEFT.
 AR1711'THE STATION IS 18.29 METERS (60 FT) SOUTH OF A BRIDGE,
 AR1711'4.57 METERS (15 FT) WEST OF THE ROAD, AND 25.60 METERS (84 FT)
 AR1711'SOUTHWEST OF A SERVICE POLE.
 AR1711'
 AR1711'THE STATION IS A STANDARD AC GIS DISK
 AR1711'STAMPED--- STATION A001---,
 AR1711'SET INTO THE GROUND TO REFUSUAL WITH 36 FT OF ROD (6 IN PVC SLEEVE)
 AR1711'25.76 METERS (84.53 FT) SOUTHWEST FROM A NAIL AND CAP SET IN POWER
 AR1711'POLE, NO. 3765,
 AR1711'36.96 METERS (121.26 FT) SOUTHWEST FROM A NAIL AND CAP SET IN POWER
 AR1711'POLE, NO. 3765,
 AR1711'20.80 METERS (68.23 FT) SOUTHWEST FROM A NAIL AND CAP SET IN GATE
 AR1711'POST, NO. 3765,
 AR1711'11.38 METERS (37.33 FT) NORTHEAST FROM A REBAR AND CAP SET,
 AR1711'NO 3765,
 AR1711'0.4 METERS (1.4 FT) SOUTHEAST FROM A CARSONITE WITNESS POST SET.
 AR1711'
 AR1711'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1711'STAMPED---AZIMUTH A002---,
 AR1711'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1711'2.87 METERS (9.42 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1711'POLE, NO 3765,
 AR1711'5.69 METERS (18.67 FT) SOUTHWEST FROM A REBAR AND CAP SET
 AR1711'NO 3765,
 AR1711'7.05 METERS (23.14 FT) NORTHWEST FROM A REBAR AND CAP SET
 AR1711'NO 3765,
 AR1711'7.16 METERS (23.50 FT) NORTHWEST FROM A REBAR AND CAP SET
 AR1711'NO 3765,
 AR1711'0.4 METERS (1.4 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1711'TO REACH THE AZIMUTH FROM THE STATION,
 AR1711'GO SOUTH FOR 0.64 KM (0.4 MI) ON THE DIRT ROAD TO THE AZIMUTH
 AR1711'MARK.  THE AZIMUTH MARK IS 3.05 METERS (10 FT) NORTHEAST OF THE 6TH
 AR1711'POWER POLE FROM THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1712 ***********************************************************************
 AR1712  DESIGNATION -  A 003
 AR1712  PID         -  AR1712
 AR1712  STATE/COUNTY-  FL/ALACHUA
 AR1712  USGS QUAD   -  CITRA (1984)
 AR1712
 AR1712                         *CURRENT SURVEY CONTROL
 AR1712  ___________________________________________________________________
 AR1712* NAD 83(1999)-  29 27 17.92461(N)    082 06 19.89377(W)     ADJUSTED  
 AR1712* NAVD 88     -        21.9    (meters)      72.     (feet)  VERTCON   
 AR1712  ___________________________________________________________________
 AR1712  X           -     763,414.528 (meters)                     COMP
 AR1712  Y           -  -5,505,532.320 (meters)                     COMP
 AR1712  Z           -   3,117,907.340 (meters)                     COMP
 AR1712  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AR1712  ELLIP HEIGHT-          -6.31  (meters)          (06/12/02) GPS OBS
 AR1712  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1712
 AR1712  HORZ ORDER  -  SECOND
 AR1712  ELLP ORDER  -  FOURTH    CLASS I
 AR1712
 AR1712.The horizontal coordinates were established by GPS observations
 AR1712.and adjusted by the National Geodetic Survey in June 2002..
 AR1712
 AR1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1712
 AR1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1712
 AR1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1712
 AR1712.The ellipsoidal height was determined by GPS observations
 AR1712.and is referenced to NAD 83.
 AR1712
 AR1712.The geoid height was determined by GEOID03.
 AR1712
 AR1712;                    North         East     Units Scale Factor Converg.
 AR1712;SPC FL N     -    52,873.046   832,274.632   MT  1.00002513   +1 12 11.8
 AR1712;SPC FL N     -   173,467.65  2,730,554.36   sFT  1.00002513   +1 12 11.8
 AR1712;SPC FL W     -   567,461.377   189,763.608   MT  0.99994247   -0 03 06.8
 AR1712;SPC FL W     - 1,861,746.20    622,582.77   sFT  0.99994247   -0 03 06.8
 AR1712;UTM  17      - 3,258,903.746   392,793.302   MT  0.99974181   -0 32 37.3
 AR1712
 AR1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1712!SPC FL N     -   1.00000099  x   1.00002513  =   1.00002612
 AR1712!SPC FL W     -   1.00000099  x   0.99994247  =   0.99994346
 AR1712!UTM  17      -   1.00000099  x   0.99974181  =   0.99974280
 AR1712
 AR1712                          SUPERSEDED SURVEY CONTROL
 AR1712
 AR1712  NAD 83(1990)-  29 27 17.92327(N)    082 06 19.89326(W) AD(       ) 2
 AR1712  ELLIP H (05/01/91)   -6.39   (m)                       GP(       ) 4 1
 AR1712  NAD 83(1986)-  29 27 17.93382(N)    082 06 19.90016(W) AD(       ) 2
 AR1712  NGVD 29 (11/17/89)   22.2    (m)           73.     (f) GPS OBS        
 AR1712
 AR1712.Superseded values are not recommended for survey control.
 AR1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1712.See file dsdata.txt to determine how the superseded data were derived.
 AR1712
 AR1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9279358904(NAD 83)
 AR1712_MARKER: A = ALUMINUM MARKER
 AR1712_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AR1712+WITH SETTING: INFORMATION.
 AR1712_SP_SET: METAL ROD DRIVEN INTO GROUND
 AR1712_STAMPING: A003
 AR1712_MARK LOGO: FL-001
 AR1712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1712+STABILITY: POSITION/ELEVATION WELL
 AR1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1712+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1990
 AR1712
 AR1712  HISTORY     - Date     Condition        Report By
 AR1712  HISTORY     - 1988     MONUMENTED       PMC
 AR1712  HISTORY     - 1988     GOOD             PMC
 AR1712  HISTORY     - 19900314 GOOD             MCGRIF
 AR1712
 AR1712                          STATION DESCRIPTION
 AR1712
 AR1712'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1712'THE STATION IS LOCATED ABOUT 33.6 KM (20.9 MI)
 AR1712'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1712'OWNERSHIP--ALACHUA COUNTY RD. 200A R/W.
 AR1712'
 AR1712'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND ACR 318, GO
 AR1712'NORTH FOR 4.2 KM (2.6 MI) ON U.S. 301 THE INTERSECTION OF ACR 325,
 AR1712'GO EAST FOR 0.3 KM (0.2 MI) ON ACR 325 TO A T-ROAD NORTH,
 AR1712'GO NORTH FOR 0.2 KM (0.1 MI) ON T-ROAD (ACR 200A) TO THE STATION ON
 AR1712'THE RIGHT.
 AR1712'THE STATION IS 7.62 METERS (25 FT) WEST OF A POWER POLE,
 AR1712'11.9 METERS (39 FT) NORTHWEST OF A CONCRETE BLOCK RESIDENCE, AND
 AR1712'29.9 METERS (98 FT) NORTHEAST OF A POWER POLE, NO 495294.
 AR1712'
 AR1712'THE STATION IS A STANDARD AC GIS DISK
 AR1712'STAMPED---STATION A003---,
 AR1712'SET INTO THE GROUND 12.0 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1712'11.70 METERS (38.39 FT) NORTHWEST FROM THE NW COR OF PORCH, CONC.
 AR1712'BLK RESIDENCE,
 AR1712'20.36 METERS (66.79 FT) NORTHWEST FROM A NAIL AND CAP SET IN 12 IN
 AR1712'CEDAR, NO 3765,
 AR1712'28.33 METERS (92.94 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 14 IN
 AR1712'PALM, NO 3765,
 AR1712'30.11 METERS (98.78 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1712'POLE NO. 495294, NO. 3765,
 AR1712'0.3 METERS (1.1 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1712'
 AR1712'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1712'STAMPED---AZIMUTH A004     ---,
 AR1712'SET INTO THE GROUND 4.5 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1712'59.23 METERS (194.32 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1712'POLE NO. 37J96R, NO. 3765,
 AR1712'29.72 METERS (97.50 FT) NORTHWEST FROM A NAIL AND CAP SET IN 8 IN
 AR1712'TREE, NO 3765,
 AR1712'22.61 METERS (74.17 FT) NORTHWEST FROM A REBAR AND CAP SET,
 AR1712'NO 3765,
 AR1712'20.23 METERS (66.36 FT) SOUTHWEST FROM A REBAR AND CAP SET,
 AR1712'NO 3765,
 AR1712'0.3 METERS (1.1 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1712'TO REACH THE AZIMUTH FROM THE STATION,
 AR1712'GO NORTH FOR 0.64 KM (0.4 MI) ON ACR 200A TO THE AZIMUTH MARK ON
 AR1712'THE WEST.  THE AZIMUTH MARK IS 59.1 METERS (194 FT) NORTH OF A
 AR1712'POWER POLE (NO 37J96R), 28 METERS (93 FT) NORTH OF A DRIVEWAY
 AR1712'LEADING TO MOBILE HOMES BEING USED AS BARNS, 9 METERS (30 FT) WEST
 AR1712'OF ACR 200A, AND 0.9 METERS (3 FT) EAST OF A NORTH-SOUTH FENCE.
 AR1712
 AR1712                          STATION RECOVERY (1988)
 AR1712
 AR1712'RECOVERY NOTE BY PERRY C MCGRIFF COMPANY 1988
 AR1712'RECOVERED IN GOOD CONDITION.
 AR1712
 AR1712                          STATION RECOVERY (1990)
 AR1712
 AR1712'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990
 AR1712'THE STATION IS LOCATED ABOUT 33.6 KM (20.9 MI)
 AR1712'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1712'OWNERSHIP--ALACHUA COUNTY RD. 200A R/W.
 AR1712'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND ACR 318, GO
 AR1712'NORTH FOR 4.2 KM (2.6 MI) ON U.S. 301 THE INTERSECTION OF ACR 325,
 AR1712'GO EAST FOR 0.3 KM (0.2 MI) ON ACR 325 TO A T-ROAD NORTH,
 AR1712'GO NORTH FOR 0.2 KM (0.1 MI) ON T-ROAD (ACR 200A) TO THE STATION ON
 AR1712'THE RIGHT.
 AR1712'THE STATION IS 7.62 METERS (25 FT) WEST OF A POWER POLE,
 AR1712'11.9 METERS (39 FT) NORTHWEST OF A CONCRETE BLOCK RESIDENCE, AND
 AR1712'29.9 METERS (98 FT) NORTHEAST OF A POWER POLE, NO 495294.
 AR1712'THE STATION IS A STANDARD AC GIS DISK
 AR1712'STAMPED---STATION A003---,
 AR1712'SET INTO THE GROUND 12.0 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1712'11.70 METERS (38.39 FT) NORTHWEST FROM THE NW COR OF PORCH, CONC.
 AR1712'BLK RESIDENCE,
 AR1712'20.36 METERS (66.79 FT) NORTHWEST FROM A NAIL AND CAP SET IN 12 IN
 AR1712'CEDAR, NO 3765,
 AR1712'28.33 METERS (92.94 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 14 IN
 AR1712'PALM, NO 3765,
 AR1712'30.11 METERS (98.78 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1712'POLE NO. 495294, NO. 3765,
 AR1712'0.3 METERS (1.1 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1712'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1712'STAMPED---AZIMUTH A004     ---,
 AR1712'SET INTO THE GROUND 4.5 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1712'59.23 METERS (194.32 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1712'POLE NO. 37J96R, NO. 3765,
 AR1712'29.72 METERS (97.50 FT) NORTHWEST FROM A NAIL AND CAP SET IN 8 IN
 AR1712'TREE, NO 3765,
 AR1712'22.61 METERS (74.17 FT) NORTHWEST FROM A REBAR AND CAP SET,
 AR1712'NO 3765,
 AR1712'20.23 METERS (66.36 FT) SOUTHWEST FROM A REBAR AND CAP SET,
 AR1712'NO 3765,
 AR1712'0.3 METERS (1.1 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1712'TO REACH THE AZIMUTH FROM THE STATION,
 AR1712'GO NORTH FOR 0.64 KM (0.4 MI) ON ACR 200A TO THE AZIMUTH MARK ON
 AR1712'THE WEST.  THE AZIMUTH MARK IS 59.1 METERS (194 FT) NORTH OF A
 AR1712'POWER POLE (NO 37J96R), 28 METERS (93 FT) NORTH OF A DRIVEWAY
 AR1712'LEADING TO MOBILE HOMES BEING USED AS BARNS, 9 METERS (30 FT) WEST
 AR1712'OF ACR 200A, AND 0.9 METERS (3 FT) EAST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1713 ***********************************************************************
 AR1713  DESIGNATION -  A 005
 AR1713  PID         -  AR1713
 AR1713  STATE/COUNTY-  FL/ALACHUA
 AR1713  USGS QUAD   -  CITRA (1984)
 AR1713
 AR1713                         *CURRENT SURVEY CONTROL
 AR1713  ___________________________________________________________________
 AR1713* NAD 83(1999)-  29 29 07.92816(N)    082 06 07.72470(W)     ADJUSTED  
 AR1713* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 AR1713  ___________________________________________________________________
 AR1713  X           -     763,510.062 (meters)                     COMP
 AR1713  Y           -  -5,503,834.513 (meters)                     COMP
 AR1713  Z           -   3,120,854.804 (meters)                     COMP
 AR1713  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AR1713  ELLIP HEIGHT-          -8.93  (meters)          (06/12/02) GPS OBS
 AR1713  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AR1713
 AR1713  HORZ ORDER  -  SECOND
 AR1713  ELLP ORDER  -  FOURTH    CLASS I
 AR1713
 AR1713.The horizontal coordinates were established by GPS observations
 AR1713.and adjusted by the National Geodetic Survey in June 2002..
 AR1713
 AR1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1713
 AR1713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1713
 AR1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1713
 AR1713.The ellipsoidal height was determined by GPS observations
 AR1713.and is referenced to NAD 83.
 AR1713
 AR1713.The geoid height was determined by GEOID03.
 AR1713
 AR1713;                    North         East     Units Scale Factor Converg.
 AR1713;SPC FL N     -    56,266.259   832,531.259   MT  1.00001870   +1 12 17.9
 AR1713;SPC FL N     -   184,600.22  2,731,396.31   sFT  1.00001870   +1 12 17.9
 AR1713;SPC FL W     -   570,847.885   190,094.479   MT  0.99994239   -0 03 01.0
 AR1713;SPC FL W     - 1,872,856.77    623,668.30   sFT  0.99994239   -0 03 01.0
 AR1713;UTM  17      - 3,262,286.607   393,153.170   MT  0.99974086   -0 32 33.1
 AR1713
 AR1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1713!SPC FL N     -   1.00000140  x   1.00001870  =   1.00002010
 AR1713!SPC FL W     -   1.00000140  x   0.99994239  =   0.99994379
 AR1713!UTM  17      -   1.00000140  x   0.99974086  =   0.99974226
 AR1713
 AR1713                          SUPERSEDED SURVEY CONTROL
 AR1713
 AR1713  NAD 83(1990)-  29 29 07.92683(N)    082 06 07.72418(W) AD(       ) 2
 AR1713  ELLIP H (05/01/91)   -9.01   (m)                       GP(       ) 4 1
 AR1713  NAD 83(1986)-  29 29 07.93736(N)    082 06 07.73108(W) AD(       ) 2
 AR1713  NGVD 29 (11/17/89)   19.6    (m)           64.     (f) GPS OBS        
 AR1713
 AR1713.Superseded values are not recommended for survey control.
 AR1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1713.See file dsdata.txt to determine how the superseded data were derived.
 AR1713
 AR1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9315362287(NAD 83)
 AR1713_MARKER: DD = SURVEY DISK
 AR1713_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1713_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1713_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1713+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 AR1713
 AR1713  HISTORY     - Date     Condition        Report By
 AR1713  HISTORY     - 1988     MONUMENTED       PMC
 AR1713  HISTORY     - 20030307 GOOD             BAH
 AR1713
 AR1713                          STATION DESCRIPTION
 AR1713
 AR1713'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1713'THE STATION IS LOCATED ABOUT 31.4 KM (19.5 MI)
 AR1713'SOUTHEAST OF THE CITY OF GAINESVILLE,
 AR1713'OWNERSHIP--U.S. HIGHWAY 301 R/W.
 AR1713'
 AR1713'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND ACR 325, GO
 AR1713'NORTH FOR 3.7 KM (2.3 MI) ON U.S. 301 TO THE STATION IN THE MEDIAN.
 AR1713'THE STATION IS 0.16 KM (0.1 MI) NORTH OF A CROSSOVER, 46 METERS
 AR1713'(150 FT) SOUTH OF A CATCH BASIN, AND NORTHWEST OF A POWER POLE
 AR1713'NO 122.
 AR1713'
 AR1713'THE STATION IS A STANDARD AC GIS DISK
 AR1713'STAMPED---STATION A005---,
 AR1713'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1713'17.96 METERS (58.91 FT) NORTHEAST FROM A REBAR AND CAP SET,
 AR1713'NO 3765,
 AR1713'44.82 METERS (147.04 FT) SOUTHWEST FROM A X-CUT IN SE COR OF CONC
 AR1713'CATCH BASIN,
 AR1713'32.07 METERS (105.22 FT) NORTHWEST FROM A NAIL AND DISK SET IN POWER
 AR1713'POLE, NO 3765,
 AR1713'0.9 METERS (3 FT) NORTH OF A CARSONITE WITNESS POST SET.
 AR1713'
 AR1713'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1713'STAMPED---AZIMUTH A006     ---,
 AR1713'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1713'38.64 METERS (126.78 FT) NORTHEAST FROM A X-CUT IN NE COR OF CONC
 AR1713'CATCH BASIN,
 AR1713'26.39 METERS (86.59 FT) NORTHWEST FROM A NAIL AND CAP SET IN POWER
 AR1713'POLE NO. 116, NO. 3765,
 AR1713'18.32 METERS (60.10 FT) SOUTHWEST FROM A REBAR AND CAP SET,
 AR1713'NO 3765,
 AR1713'0.3 METERS (0.9 FT) NORTH OF A CARSONITE WITNESS POST SET.
 AR1713'TO REACH THE AZIMUTH FROM THE STATION,
 AR1713'GO NORTH FOR 0.64 KM (0.4 MI) ON U.S. 301 TO THE AZIMUTH MARK IN
 AR1713'MEDIAN.
 AR1713'THE AZIMUTH MARK IS OPPOSITE A POWER POLE (NO 116), 39 METERS
 AR1713'(129 FT) NORTH OF A CATCH BASIN, AND 58 METERS (190 FT) NORTH OF A
 AR1713'CROSSOVER.
 AR1713
 AR1713                          STATION RECOVERY (2003)
 AR1713
 AR1713'RECOVERY NOTE BY BERRYMAN & HENIGAR 2003 (KAW)
 AR1713'FOUND 4-INCH ALACHUA COUNTY ALUMINIUM DISK STAMPED A 005 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1714 ***********************************************************************
 AR1714  DESIGNATION -  A 007
 AR1714  PID         -  AR1714
 AR1714  STATE/COUNTY-  FL/ALACHUA
 AR1714  USGS QUAD   -  HAWTHORNE (1984)
 AR1714
 AR1714                         *CURRENT SURVEY CONTROL
 AR1714  ___________________________________________________________________
 AR1714* NAD 83(1999)-  29 31 34.45316(N)    082 06 09.11398(W)     ADJUSTED  
 AR1714* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 AR1714  ___________________________________________________________________
 AR1714  X           -     763,168.233 (meters)                     COMP
 AR1714  Y           -  -5,501,642.668 (meters)                     COMP
 AR1714  Z           -   3,124,783.427 (meters)                     COMP
 AR1714  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AR1714  ELLIP HEIGHT-          -4.39  (meters)          (06/12/02) GPS OBS
 AR1714  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AR1714
 AR1714  HORZ ORDER  -  SECOND
 AR1714  ELLP ORDER  -  FOURTH    CLASS I
 AR1714
 AR1714.The horizontal coordinates were established by GPS observations
 AR1714.and adjusted by the National Geodetic Survey in June 2002..
 AR1714
 AR1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1714
 AR1714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1714
 AR1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1714
 AR1714.The ellipsoidal height was determined by GPS observations
 AR1714.and is referenced to NAD 83.
 AR1714
 AR1714.The geoid height was determined by GEOID03.
 AR1714
 AR1714;                    North         East     Units Scale Factor Converg.
 AR1714;SPC FL N     -    60,776.051   832,398.981   MT  1.00001057   +1 12 17.2
 AR1714;SPC FL N     -   199,396.09  2,730,962.32   sFT  1.00001057   +1 12 17.2
 AR1714;UTM  17      - 3,266,797.101   393,158.505   MT  0.99974085   -0 32 36.3
 AR1714
 AR1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1714!SPC FL N     -   1.00000069  x   1.00001057  =   1.00001126
 AR1714!UTM  17      -   1.00000069  x   0.99974085  =   0.99974154
 AR1714
 AR1714                          SUPERSEDED SURVEY CONTROL
 AR1714
 AR1714  NAD 83(1990)-  29 31 34.45189(N)    082 06 09.11398(W) AD(       ) 2
 AR1714  ELLIP H (05/01/91)   -4.43   (m)                       GP(       ) 4 1
 AR1714  NAD 83(1986)-  29 31 34.46173(N)    082 06 09.12014(W) AD(       ) 2
 AR1714  NGVD 29 (11/17/89)   23.9    (m)           78.     (f) GPS OBS        
 AR1714
 AR1714.Superseded values are not recommended for survey control.
 AR1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1714.See file dsdata.txt to determine how the superseded data were derived.
 AR1714
 AR1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9315966797(NAD 83)
 AR1714_MARKER: DD = SURVEY DISK
 AR1714_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1714_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1714_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1714+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1714
 AR1714  HISTORY     - Date     Condition        Report By
 AR1714  HISTORY     - 1988     MONUMENTED       PMC
 AR1714
 AR1714                          STATION DESCRIPTION
 AR1714
 AR1714'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1714'THE STATION IS LOCATED ABOUT 28.6 KM (17.8 MI)
 AR1714'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1714'OWNERSHIP--U.S. HIGHWAY 301 R/W.
 AR1714'
 AR1714'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND ACR 325, GO
 AR1714'NORTH FOR 8.0 KM (5.0 MI) ON U.S. 301 TO SE 14D ON LEFT AND LAKE
 AR1714'LOCHLOOSA SHORES S/D AND THE STATION IN THE MEDIAN.
 AR1714'THE STATION IS IN THE CENTER OF THE MEDIAN 55 METERS (180 FT) SOUTH
 AR1714'OF A CROSSOVER, AND SOUTHWEST OF A COMBINATION POWER POLE AND
 AR1714'TELEPHONE BOX NO 322.
 AR1714'
 AR1714'THE STATION IS A STANDARD AC GIS DISK
 AR1714'STAMPED---STATION A007    ---,
 AR1714'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1714'3.89 METERS (12.78 FT) NORTHWEST FROM A REBAR AND CAP SET,
 AR1714'NO 3765,
 AR1714'18.52 METERS (60.77 FT) NORTHEAST FROM A REBAR AND CAP SET,
 AR1714'NO 3765,
 AR1714'26.40 METERS (86.60 FT) SOUTHWEST FROM A REBAR AND CAP SET,
 AR1714'NO 3765,
 AR1714'3.39 METERS (11.11 FT) SOUTHEAST FROM A REBAR AND CAP SET,
 AR1714'NO 3765,
 AR1714'1.1 METERS (3.5 FT) SOUTH OF A CARSONITE WITNESS POST SET.
 AR1714'
 AR1714'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1714'STAMPED---AZIMUTH A008    ---,
 AR1714'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1714'38.28 METERS (125.59 FT) SOUTHWEST FROM A NAIL AND CAP SET IN
 AR1714'SERVICE POLE, NO 3765,
 AR1714'25.78 METERS (84.57 FT) NORTHWEST FROM A NAIL AND CAP SET IN POWER
 AR1714'POLE, NO 3765,
 AR1714'44.68 METERS (146.58 FT) NORTHEAST FROM A NAIL AND CAP SET IN
 AR1714'TELEPHONE POLE, NO 3765,
 AR1714'36.12 METERS (118.49 FT) SOUTHEAST FROM A NAIL AND CAP SET IN PHONE
 AR1714'POLE, NO 3765,
 AR1714'0.3 METERS (1 FT) NORTH OF A CARSONITE WITNESS POST SET.
 AR1714'TO REACH THE AZIMUTH FROM THE STATION,
 AR1714'GO NORTH FOR 0.64 KM (0.4 MI) ON U.S. 301 TO AZIMUTH MARK IN
 AR1714'MEDIAN.  THE AZIMUTH MARK IS OPPOSITE POWER POLE NO 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9673 ***********************************************************************
 AC9673  DESIGNATION -  A 008 AZ MK
 AC9673  PID         -  AC9673
 AC9673  STATE/COUNTY-  FL/ALACHUA
 AC9673  USGS QUAD   -  HAWTHORNE (1984)
 AC9673
 AC9673                         *CURRENT SURVEY CONTROL
 AC9673  ___________________________________________________________________
 AC9673* NAD 83(1986)-  29 31 57.     (N)    082 06 06.     (W)     SCALED    
 AC9673* NAVD 88     -        23.629  (meters)      77.52   (feet)  ADJUSTED  
 AC9673  ___________________________________________________________________
 AC9673  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AC9673  DYNAMIC HT  -          23.597 (meters)      77.42  (feet)  COMP
 AC9673  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AC9673
 AC9673  VERT ORDER  -  SECOND    CLASS I
 AC9673
 AC9673.The horizontal coordinates were scaled from a topographic map and have
 AC9673.an estimated accuracy of +/- 6 seconds.
 AC9673
 AC9673.The orthometric height was determined by differential leveling
 AC9673.and adjusted by the National Geodetic Survey in September 1997..
 AC9673
 AC9673.The geoid height was determined by GEOID03.
 AC9673
 AC9673.The dynamic height is computed by dividing the NAVD 88
 AC9673.geopotential number by the normal gravity value computed on the
 AC9673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9673.degrees latitude (g = 980.6199 gals.).
 AC9673
 AC9673.The modeled gravity was interpolated from observed gravity values.
 AC9673
 AC9673;                    North         East    Units  Estimated Accuracy
 AC9673;SPC FL N     -    61,470.      832,470.      MT  (+/- 180 meters Scaled)
 AC9673
 AC9673                          SUPERSEDED SURVEY CONTROL
 AC9673
 AC9673.No superseded survey control is available for this station.
 AC9673
 AC9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN932674(NAD 83)
 AC9673_MARKER: DD = SURVEY DISK
 AC9673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC9673_STAMPING: AZIMUTH A008
 AC9673_MARK LOGO: FL-001
 AC9673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9673+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1996
 AC9673
 AC9673  HISTORY     - Date     Condition        Report By
 AC9673  HISTORY     - UNK      MONUMENTED       PMC
 AC9673  HISTORY     - 19960421 GOOD             FLDEP
 AC9673
 AC9673                          STATION DESCRIPTION
 AC9673
 AC9673'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9673'THE MARK IS ABOUT 25.5 MI (41.0 KM) NORTH OF OCALA, 2.5 MI (4.0 KM)
 AC9673'SOUTH OF HAWTHORNE, 1.5 MI (2.4 KM) NORTH OF LOCHLOOSA ON U.S. HIGHWAY
 AC9673'301 (STATE ROAD 200, SID MARTIN HIGHWAY) IN SECTION 15, TOWNSHIP 11
 AC9673'SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE
 AC9673'ROAD 20 OVERPASS AND U.S. HIGHWAY 301, STATE ROAD 200 (SID MARTIN
 AC9673'HIGHWAY) IN HAWTHORNE, GO SOUTH ON U.S. HIGHWAY 301, STATE ROAD 200
 AC9673'(SID MARTIN HIGHWAY) FOR 4.5 MI (7.2 KM) TO THE MARK IN THE MEDIAN OF
 AC9673'U.S. HIGHWAY 301, STATE ROAD 200 (SID MARTIN HIGHWAY) A COPPER CLAD
 AC9673'ROD DRIVEN INTO THE GROUND RECESSED IN A 5-INCH PVC PIPE 0.7 FT (21.3
 AC9673'CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL
 AC9673'OF U.S. HIGHWAY 301, STATE ROAD 200 (SID MARTIN HIGHWAY). LOCATED
 AC9673'ABOUT 467.0 FT (142.3 M) SOUTH OF A TURN-A-ROUND, ABOUT 239.0 FT (72.8
 AC9673'M) NORTHEAST OF AND ACROSS THE SOUTHBOUND LANES OF U.S. HIGHWAY 301
 AC9673'(STATE ROAD 200, SID MARTIN HIGHWAY) FROM MARK 2 CMP 1964, 88.0 FT
 AC9673'(26.8 M) WEST OF AND ACROSS THE NORTHBOUND LANES FROM POWER POLE
 AC9673'NUMBER 7, ABOUT 83.0 FT (25.3 M) EAST OF THE CENTER OF THE RAILROAD
 AC9673'TRACK, 33.4 FT (10.2 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 AC9673'LANES, 32.3 FT (9.8 M) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC9673'OF U.S. HIGHWAY 301 (STATE ROAD 200, SID MARTIN HIGHWAY) AND 1.0 FT
 AC9673'(0.3 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1715 ***********************************************************************
 AR1715  DESIGNATION -  A 009
 AR1715  PID         -  AR1715
 AR1715  STATE/COUNTY-  FL/ALACHUA
 AR1715  USGS QUAD   -  MCINTOSH (1984)
 AR1715
 AR1715                         *CURRENT SURVEY CONTROL
 AR1715  ___________________________________________________________________
 AR1715* NAD 83(1999)-  29 29 03.94807(N)    082 09 34.29406(W)     ADJUSTED  
 AR1715* NAVD 88     -        22.234  (meters)      72.95   (feet)  ADJUSTED  
 AR1715  ___________________________________________________________________
 AR1715  X           -     758,006.335 (meters)                     COMP
 AR1715  Y           -  -5,504,658.964 (meters)                     COMP
 AR1715  Z           -   3,120,749.739 (meters)                     COMP
 AR1715  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AR1715  ELLIP HEIGHT-          -5.66  (meters)          (06/12/02) GPS OBS
 AR1715  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1715  DYNAMIC HT  -          22.203 (meters)      72.84  (feet)  COMP
 AR1715  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 AR1715
 AR1715  HORZ ORDER  -  SECOND
 AR1715  VERT ORDER  -  SECOND    CLASS I
 AR1715  ELLP ORDER  -  FOURTH    CLASS I
 AR1715
 AR1715.The horizontal coordinates were established by GPS observations
 AR1715.and adjusted by the National Geodetic Survey in June 2002..
 AR1715
 AR1715.The orthometric height was determined by differential leveling
 AR1715.and adjusted by the National Geodetic Survey in January 2001..
 AR1715
 AR1715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1715
 AR1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1715
 AR1715.The ellipsoidal height was determined by GPS observations
 AR1715.and is referenced to NAD 83.
 AR1715
 AR1715.The geoid height was determined by GEOID03.
 AR1715
 AR1715.The dynamic height is computed by dividing the NAVD 88
 AR1715.geopotential number by the normal gravity value computed on the
 AR1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1715.degrees latitude (g = 980.6199 gals.).
 AR1715
 AR1715.The modeled gravity was interpolated from observed gravity values.
 AR1715
 AR1715;                    North         East     Units Scale Factor Converg.
 AR1715;SPC FL N     -    56,028.110   826,970.119   MT  1.00001893   +1 10 34.1
 AR1715;SPC FL N     -   183,818.89  2,713,151.13   sFT  1.00001893   +1 10 34.1
 AR1715;SPC FL W     -   570,731.599   184,529.878   MT  0.99994413   -0 04 42.7
 AR1715;SPC FL W     - 1,872,475.25    605,411.77   sFT  0.99994413   -0 04 42.7
 AR1715;UTM  17      - 3,262,218.146   387,588.860   MT  0.99975592   -0 34 14.7
 AR1715
 AR1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1715!SPC FL N     -   1.00000089  x   1.00001893  =   1.00001982
 AR1715!SPC FL W     -   1.00000089  x   0.99994413  =   0.99994502
 AR1715!UTM  17      -   1.00000089  x   0.99975592  =   0.99975681
 AR1715
 AR1715                          SUPERSEDED SURVEY CONTROL
 AR1715
 AR1715  NAD 83(1990)-  29 29 03.94681(N)    082 09 34.29380(W) AD(       ) 2
 AR1715  ELLIP H (05/01/91)   -5.71   (m)                       GP(       ) 4 1
 AR1715  NAD 83(1986)-  29 29 03.95680(N)    082 09 34.30034(W) AD(       ) 2
 AR1715  NGVD 29 (11/17/89)   22.7    (m)           74.     (f) GPS OBS        
 AR1715
 AR1715.Superseded values are not recommended for survey control.
 AR1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1715.See file dsdata.txt to determine how the superseded data were derived.
 AR1715
 AR1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8758962218(NAD 83)
 AR1715_MARKER: DD = SURVEY DISK
 AR1715_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1715_SP_SET: METAL ROD DRIVEN INTO GROUND
 AR1715_STAMPING: STATION A009
 AR1715_MARK LOGO: FL-001
 AR1715_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1715+STABILITY: POSITION/ELEVATION WELL
 AR1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1715+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AR1715
 AR1715  HISTORY     - Date     Condition        Report By
 AR1715  HISTORY     - 1988     MONUMENTED       PMC
 AR1715  HISTORY     - 1988     GOOD             PMC
 AR1715  HISTORY     - 19900314 GOOD             MCGRIF
 AR1715  HISTORY     - 19980602 GOOD             FLDEP
 AR1715
 AR1715                          STATION DESCRIPTION
 AR1715
 AR1715'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1715'THE STATION IS LOCATED ABOUT 27.8 KM (17.3 MI)
 AR1715'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1715'OWNERSHIP--U.S. HIGHWAY 301 R/W.
 AR1715'
 AR1715'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR 346,
 AR1715'GO NORTHEAST  FOR 8.0 KM (5.0 MI) ON ACR 346 TO ACR 325,
 AR1715'GO SOUTH FOR 0.64 KM (0 MI) ON ACR 325 TO THE STATION ON LEFT.
 AR1715'THE STATION IS 1.1 METERS (3.5 FT) WEST OF A FENCE CORNER,
 AR1715'16.8 METERS (55 FT) SOUTH OF BIG BASS DRIVE, AND 7.6 METERS (25 FT)
 AR1715'EAST OF THE CENTERLINE OF ACR 325.
 AR1715'
 AR1715'THE STATION IS A STANDARD AC GIS DISK
 AR1715'STAMPED---STATION A009     ---,
 AR1715'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1715'28.30 METERS (92.83 FT) NORTHEAST FROM A NAIL AND DISK SET IN 18 IN
 AR1715'CABBAGE PALM, NO 3765,
 AR1715'27.23 METERS (89.35 FT) SOUTHEAST FROM A NAIL AND DISK SET IN 16 IN
 AR1715'OAK, NO 3765,
 AR1715'30.58 METERS (100.34 FT) SOUTHWEST FROM A NAIL AND DISK SET IN 14
 AR1715'IN OAK, NO 3765,
 AR1715'10.63 METERS (34.86 FT) NORTHWEST FROM A NAIL AND DISK SET IN 6 IN
 AR1715'PALM, NO 3765,
 AR1715'0.3 METERS (0.9 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1715'
 AR1715'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1715'STAMPED---AZIMUTH A010     ---,
 AR1715'SET INTO THE GROUND 31 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1715'2.82 METERS (9.25 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1715'POLE, NO 3765,
 AR1715'25.37 METERS (83.23 FT) NORTHEAST FROM A NAIL AND CAP SET IN 14 IN
 AR1715'PINE, NO 3765,
 AR1715'27.31 METERS (89.61 FT) SOUTHEAST FROM A NAIL AND DISK SET IN 14 IN
 AR1715'PALM, NO 3765,
 AR1715'24. METERS (80.23 FT) NORTHWEST FROM A NAIL AND CAP SET IN 16 IN
 AR1715'PINE, NO 3765,
 AR1715'0.34 METERS (1.1 FT) EAST OF A CARSONITE WITNESS POST SET.
 AR1715'TO REACH THE AZIMUTH FROM THE STATION,
 AR1715'GO SOUTH FOR 0.56 KM (0.35 MI) ON ACR 325 TO THE AZIMUTH MARK
 AR1715'5.8 METERS (19 FT) WEST OF THE CENTERLINE OF ACR 325, 45 METERS
 AR1715'(148 FT) SOUTH OF THE ENTRANCE TO MARJORIE K. RAWLINGS PARK, AND
 AR1715'2.7 METERS (9 FT) EAST OF A POWER POLE WITH ALACHUA COUNTY ACCIDENT
 AR1715'NODE NO 17805 MARKED ON THE POLE.
 AR1715
 AR1715                          STATION RECOVERY (1988)
 AR1715
 AR1715'RECOVERY NOTE BY PERRY C MCGRIFF COMPANY 1988
 AR1715'RECOVERED IN GOOD CONDITION.
 AR1715
 AR1715                          STATION RECOVERY (1990)
 AR1715
 AR1715'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990
 AR1715'THE STATION IS LOCATED ABOUT 27.8 KM (17.3 MI)
 AR1715'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1715'OWNERSHIP--U.S. HIGHWAY 301 R/W.
 AR1715'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR 346,
 AR1715'GO NORTHEAST  FOR 8.0 KM (5.0 MI) ON ACR 346 TO ACR 325,
 AR1715'GO SOUTH FOR 0.64 KM (0 MI) ON ACR 325 TO THE STATION ON LEFT.
 AR1715'THE STATION IS 1.1 METERS (3.5 FT) WEST OF A FENCE CORNER,
 AR1715'16.8 METERS (55 FT) SOUTH OF BIG BASS DRIVE, AND 7.6 METERS (25 FT)
 AR1715'EAST OF THE CENTERLINE OF ACR 325.
 AR1715'THE STATION IS A STANDARD AC GIS DISK
 AR1715'STAMPED---STATION A009     ---,
 AR1715'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1715'28.30 METERS (92.83 FT) NORTHEAST FROM A NAIL AND DISK SET IN 18 IN
 AR1715'CABBAGE PALM, NO 3765,
 AR1715'27.23 METERS (89.35 FT) SOUTHEAST FROM A NAIL AND DISK SET IN 16 IN
 AR1715'OAK, NO 3765,
 AR1715'30.58 METERS (100.34 FT) SOUTHWEST FROM A NAIL AND DISK SET IN 14
 AR1715'IN OAK, NO 3765,
 AR1715'10.63 METERS (34.86 FT) NORTHWEST FROM A NAIL AND DISK SET IN 6 IN
 AR1715'PALM, NO 3765,
 AR1715'0.3 METERS (0.9 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1715'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1715'STAMPED---AZIMUTH A010     ---,
 AR1715'SET INTO THE GROUND 31 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1715'2.82 METERS (9.25 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1715'POLE, NO 3765,
 AR1715'25.37 METERS (83.23 FT) NORTHEAST FROM A NAIL AND CAP SET IN 14 IN
 AR1715'PINE, NO 3765,
 AR1715'27.31 METERS (89.61 FT) SOUTHEAST FROM A NAIL AND DISK SET IN 14 IN
 AR1715'PALM, NO 3765,
 AR1715'24. METERS (80.23 FT) NORTHWEST FROM A NAIL AND CAP SET IN 16 IN
 AR1715'PINE, NO 3765,
 AR1715'0.34 METERS (1.1 FT) EAST OF A CARSONITE WITNESS POST SET.
 AR1715'TO REACH THE AZIMUTH FROM THE STATION,
 AR1715'GO SOUTH FOR 0.56 KM (0.35 MI) ON ACR 325 TO THE AZIMUTH MARK
 AR1715'5.8 METERS (19 FT) WEST OF THE CENTERLINE OF ACR 325, 45 METERS
 AR1715'(148 FT) SOUTH OF THE ENTRANCE TO MARJORIE K. RAWLINGS PARK, AND
 AR1715'2.7 METERS (9 FT) EAST OF A POWER POLE WITH ALACHUA COUNTY ACCIDENT
 AR1715'NODE NO 17805 MARKED ON THE POLE.
 AR1715
 AR1715                          STATION RECOVERY (1998)
 AR1715
 AR1715'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (JLM)
 AR1715'THE MARK IS ON THE NORTHEAST SIDE OF ORANGE LAKE, ABOUT 5.3 MI (8.5
 AR1715'KM) NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 36, TOWNSHIP 11
 AR1715'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AR1715'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AR1715'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AR1715'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AR1715'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AR1715'WESTERLY FOR 4.2 MI (6.8 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 AR1715'SURVEY DISK ATTACHED TO AN ALUMINUM ALLOY ROD, DRIVEN INTO THE GROUND
 AR1715'SURROUNDED BY A 6-INCH PVC PIPE.  ROD DEPTH WAS PREVIOUSLY REPORTED AS
 AR1715'27 FT. LOCATED 59.0 FT (18.0 M) SOUTH OF THE EXTENDED CENTERLINE OF SE
 AR1715'184 AV, 54.0 FT (16.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 AR1715'DRIVEWAY LEADING EAST, 25.3 FT (7.7 M) EAST OF THE CENTERLINE OF
 AR1715'COUNTY ROAD 325, 3.4 FT (1.0 M) WEST OF THE NORTHWEST CORNER OF A
 AR1715'WOODEN FENCE AND 0.7 FT (21.3 CM) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7787 ***********************************************************************
 AG7787  DESIGNATION -  A 01 12 81
 AG7787  PID         -  AG7787
 AG7787  STATE/COUNTY-  FL/CHARLOTTE
 AG7787  USGS QUAD   -  PLACIDA (1987)
 AG7787
 AG7787                         *CURRENT SURVEY CONTROL
 AG7787  ___________________________________________________________________
 AG7787* NAD 83(1986)-  26 49 34.     (N)    082 16 14.     (W)     SCALED    
 AG7787* NAVD 88     -         3.148  (meters)      10.33   (feet)  ADJUSTED  
 AG7787  ___________________________________________________________________
 AG7787  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7787  DYNAMIC HT  -           3.144 (meters)      10.31  (feet)  COMP
 AG7787  MODELED GRAV-     979,107.9   (mgal)                       NAVD 88
 AG7787
 AG7787  VERT ORDER  -  SECOND    CLASS I
 AG7787
 AG7787.The horizontal coordinates were scaled from a topographic map and have
 AG7787.an estimated accuracy of +/- 6 seconds.
 AG7787
 AG7787.The orthometric height was determined by differential leveling
 AG7787.and adjusted by the National Geodetic Survey in June 1991..
 AG7787
 AG7787.The geoid height was determined by GEOID03.
 AG7787
 AG7787.The dynamic height is computed by dividing the NAVD 88
 AG7787.geopotential number by the normal gravity value computed on the
 AG7787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7787.degrees latitude (g = 980.6199 gals.).
 AG7787
 AG7787.The modeled gravity was interpolated from observed gravity values.
 AG7787
 AG7787;                    North         East    Units  Estimated Accuracy
 AG7787;SPC FL W     -   276,170.      173,110.      MT  (+/- 180 meters Scaled)
 AG7787
 AG7787                          SUPERSEDED SURVEY CONTROL
 AG7787
 AG7787.No superseded survey control is available for this station.
 AG7787
 AG7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK737678(NAD 83)
 AG7787_MARKER: DE = TRAVERSE STATION DISK
 AG7787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7787_SP_SET: CONCRETE POST
 AG7787_STAMPING: A01 12 81
 AG7787_MARK LOGO: FLDNR 
 AG7787_PROJECTION: RECESSED 15 CENTIMETERS
 AG7787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7787+STABILITY: SURFACE MOTION
 AG7787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7787+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 AG7787
 AG7787  HISTORY     - Date     Condition        Report By
 AG7787  HISTORY     - 1981     MONUMENTED       FLDT
 AG7787  HISTORY     - 1983     GOOD             FLDNR
 AG7787  HISTORY     - 1990     GOOD             USPSQD
 AG7787  HISTORY     - 19940610 GOOD             USPSQD
 AG7787  HISTORY     - 20010524 GOOD             USPSQD
 AG7787  HISTORY     - 20010524 GOOD             USPSQD
 AG7787  HISTORY     - 20030310 GOOD             USPSQD
 AG7787
 AG7787                          STATION DESCRIPTION
 AG7787
 AG7787'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7787'0.6 MI SOUTH FROM PLACIDA.
 AG7787'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY  ROAD
 AG7787'771) TO GASPARILLA ISLAND, GO 0.15 MILE SOUTHERLY ON COUNTY ROAD 771
 AG7787'TO THE MARK.  THE MARK BEARS 22 FEET EAST-SOUTHEAST OF THE CENTERLINE
 AG7787'OF THE ROAD, 27 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE OVER
 AG7787'THE INTRACOASTAL WATERWAY, 2.7 FEET EAST-SOUTHEAST OF A CONCRETE POST
 AG7787'FOR A METAL GUARDRAIL, AND 2.8 FEET SOUTHEAST OF A WITNESS POST.
 AG7787
 AG7787                          STATION RECOVERY (1990)
 AG7787
 AG7787'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7787'RECOVERED IN GOOD CONDITION.
 AG7787
 AG7787                          STATION RECOVERY (1994)
 AG7787
 AG7787'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7787'RECOVERED IN GOOD CONDITION.
 AG7787
 AG7787                          STATION RECOVERY (2001)
 AG7787
 AG7787'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7787'RECOVERED IN GOOD CONDITION.
 AG7787
 AG7787                          STATION RECOVERY (2001)
 AG7787
 AG7787'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7787'DGPS LOCATION OF STATION IS N 26 DEGR 49.564 MIN AND W 082 DEGR 16.220
 AG7787'MIN.
 AG7787
 AG7787                          STATION RECOVERY (2003)
 AG7787
 AG7787'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 AG7787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7595 ***********************************************************************
 AI7595  DESIGNATION -  A 010 AZ MK
 AI7595  PID         -  AI7595
 AI7595  STATE/COUNTY-  FL/ALACHUA
 AI7595  USGS QUAD   -  MCINTOSH (1984)
 AI7595
 AI7595                         *CURRENT SURVEY CONTROL
 AI7595  ___________________________________________________________________
 AI7595* NAD 83(1986)-  29 28 48.     (N)    082 09 35.     (W)     SCALED    
 AI7595* NAVD 88     -        18.664  (meters)      61.23   (feet)  ADJUSTED  
 AI7595  ___________________________________________________________________
 AI7595  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AI7595  DYNAMIC HT  -          18.639 (meters)      61.15  (feet)  COMP
 AI7595  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 AI7595
 AI7595  VERT ORDER  -  SECOND    CLASS I
 AI7595
 AI7595.The horizontal coordinates were scaled from a topographic map and have
 AI7595.an estimated accuracy of +/- 6 seconds.
 AI7595
 AI7595.The orthometric height was determined by differential leveling
 AI7595.and adjusted by the National Geodetic Survey in January 2001..
 AI7595
 AI7595.The geoid height was determined by GEOID03.
 AI7595
 AI7595.The dynamic height is computed by dividing the NAVD 88
 AI7595.geopotential number by the normal gravity value computed on the
 AI7595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7595.degrees latitude (g = 980.6199 gals.).
 AI7595
 AI7595.The modeled gravity was interpolated from observed gravity values.
 AI7595
 AI7595;                    North         East    Units  Estimated Accuracy
 AI7595;SPC FL N     -    55,540.      826,960.      MT  (+/- 180 meters Scaled)
 AI7595
 AI7595                          SUPERSEDED SURVEY CONTROL
 AI7595
 AI7595.No superseded survey control is available for this station.
 AI7595
 AI7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN875617(NAD 83)
 AI7595_MARKER: DD = SURVEY DISK
 AI7595_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7595_STAMPING: AZIMUTH A010
 AI7595_MARK LOGO: FL-001
 AI7595_PROJECTION: RECESSED 21 CENTIMETERS
 AI7595_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7595+STABILITY: POSITION/ELEVATION WELL
 AI7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7595+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1998
 AI7595_ROD/PIPE-DEPTH: 9.4  meters
 AI7595
 AI7595  HISTORY     - Date     Condition        Report By
 AI7595  HISTORY     - 1988     MONUMENTED       PMC
 AI7595  HISTORY     - UNK      SEE DESCRIPTION
 AI7595  HISTORY     - 19980620 GOOD             FLDEP
 AI7595
 AI7595                          STATION DESCRIPTION
 AI7595
 AI7595'DESCRIBED UNK
 AI7595'RECOVERED AS DESCRIBED.
 AI7595
 AI7595                          STATION RECOVERY (1998)
 AI7595
 AI7595'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7595'THE MARK IS ON THE NORTHEAST SIDE OF ORANGE LAKE, ABOUT 5.0 MI (8.0
 AI7595'KM) NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 1, TOWNSHIP 12
 AI7595'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7595'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7595'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7595'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7595'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7595'WESTERLY FOR 3.85 MI (6.20 KM) TO THE JUNCTION OF SOUTHEAST 189 PLACE
 AI7595'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM AZIMUTH DISK
 AI7595'ATTACHED TO AN ALUMINUM ALLOY ROD, DRIVEN INTO THE GROUND RECESSED 0.8
 AI7595'FT (24.4 CM) SURROUNDED BY A 6-INCH PVC PIPE 0.7 FT (21.3 CM) BELOW
 AI7595'THE LEVEL OF THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF COUNTY
 AI7595'ROAD 325. LOCATED 148.0 FT (45.1 M) SOUTH OF THE ENTRANCE TO MARJORIE
 AI7595'KINNAN RAWLINGS STATE HISTORIC SITE, 120.0 FT (36.6 M) NORTHWEST AND
 AI7595'ACROSS COUNTY ROAD 325 FROM SJRWMD BENCH MARK 1495-15, 42.2 FT (12.9
 AI7595'M) NORTH OF THE CENTERLINE OF SOUTHEAST 189 PLACE, 19.0 FT (5.8 M)
 AI7595'WEST OF THE CENTERLINE OF COUNTY ROAD 325 AND 9.0 FT (2.7 M) EAST OF
 AI7595'POWERPOLE NUMBER 17805.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1716 ***********************************************************************
 AR1716  DESIGNATION -  A 011
 AR1716  PID         -  AR1716
 AR1716  STATE/COUNTY-  FL/ALACHUA
 AR1716  USGS QUAD   -  MCINTOSH (1984)
 AR1716
 AR1716                         *CURRENT SURVEY CONTROL
 AR1716  ___________________________________________________________________
 AR1716* NAD 83(1999)-  29 27 22.45134(N)    082 09 02.21553(W)     ADJUSTED  
 AR1716* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 AR1716  ___________________________________________________________________
 AR1716  X           -     759,072.114 (meters)                     COMP
 AR1716  Y           -  -5,506,062.088 (meters)                     COMP
 AR1716  Z           -   3,118,027.899 (meters)                     COMP
 AR1716  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AR1716  ELLIP HEIGHT-          -7.94  (meters)          (06/12/02) GPS OBS
 AR1716  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1716
 AR1716  HORZ ORDER  -  SECOND
 AR1716  ELLP ORDER  -  FOURTH    CLASS I
 AR1716
 AR1716.The horizontal coordinates were established by GPS observations
 AR1716.and adjusted by the National Geodetic Survey in June 2002..
 AR1716
 AR1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1716
 AR1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1716
 AR1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1716
 AR1716.The ellipsoidal height was determined by GPS observations
 AR1716.and is referenced to NAD 83.
 AR1716
 AR1716.The geoid height was determined by GEOID03.
 AR1716
 AR1716;                    North         East     Units Scale Factor Converg.
 AR1716;SPC FL N     -    52,921.405   827,898.514   MT  1.00002486   +1 10 50.3
 AR1716;SPC FL N     -   173,626.31  2,716,197.04   sFT  1.00002486   +1 10 50.3
 AR1716;SPC FL W     -   567,605.554   185,389.957   MT  0.99994381   -0 04 26.6
 AR1716;SPC FL W     - 1,862,219.22    608,233.55   sFT  0.99994381   -0 04 26.6
 AR1716;UTM  17      - 3,259,085.423   388,421.905   MT  0.99975362   -0 33 57.2
 AR1716
 AR1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1716!SPC FL N     -   1.00000125  x   1.00002486  =   1.00002611
 AR1716!SPC FL W     -   1.00000125  x   0.99994381  =   0.99994506
 AR1716!UTM  17      -   1.00000125  x   0.99975362  =   0.99975487
 AR1716
 AR1716                          SUPERSEDED SURVEY CONTROL
 AR1716
 AR1716  NAD 83(1990)-  29 27 22.45005(N)    082 09 02.21515(W) AD(       ) 2
 AR1716  ELLIP H (05/01/91)   -8.01   (m)                       GP(       ) 4 1
 AR1716  NAD 83(1986)-  29 27 22.46023(N)    082 09 02.22191(W) AD(       ) 2
 AR1716  NGVD 29 (11/17/89)   20.5    (m)           67.     (f) GPS OBS        
 AR1716
 AR1716.Superseded values are not recommended for survey control.
 AR1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1716.See file dsdata.txt to determine how the superseded data were derived.
 AR1716
 AR1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8842259085(NAD 83)
 AR1716_MARKER: DD = SURVEY DISK
 AR1716_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1716_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1716_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1716+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1716
 AR1716  HISTORY     - Date     Condition        Report By
 AR1716  HISTORY     - 1988     MONUMENTED       PMC
 AR1716
 AR1716                          STATION DESCRIPTION
 AR1716
 AR1716'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1716'THE STATION IS LOCATED ABOUT 29.29 KM (18.2 MI)
 AR1716'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1716'OWNERSHIP--PRIVATE.
 AR1716'
 AR1716'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR 346, GO
 AR1716'NORTHEAST FOR 8.0 KM (5.0 MI) ON ACR 346 TO ACR 325,
 AR1716'GO SOUTH FOR 4.5 KM (2.8 MI) ON ACR 325 TO THE BRIDGE OVER CROSS
 AR1716'CREEK,
 AR1716'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 4.5 KM (2.8 MI) ON ACR 325
 AR1716'TO A DIRT ROAD,
 AR1716'TURN RIGHT AND GO WEST FOR 1.0 KM (0.65 MI) ON DIRT ROAD TO A
 AR1716'T-ROAD WEST,
 AR1716'GO WEST FOR 0.24 KM (0.15 MI) ON THE T-ROAD WEST TO A T-ROAD SOUTH,
 AR1716'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.24 KM (0.15 MI) ON T-ROAD
 AR1716'WEST ALONG TREE BRUSH LINE TO THE STATION.
 AR1716'THE STATION IS 7.6 METERS (25 FT)NORTHEAST OF A TWIN 14 IN SWEET
 AR1716'GUM (THE ONLY TREE NEAR THE STATION).
 AR1716'
 AR1716'THE STATION IS A STANDARD AC GIS DISK
 AR1716'STAMPED---STATION A011    ---,
 AR1716'SET INTO THE GROUND 39 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1716'6.78 METERS (22.25 FT) NORTHEAST FROM A NAIL AND CAP SET IN BASE OF
 AR1716'TRIPLE 18 IN GUM TREE, NO 3765,
 AR1716'10.51 METERS (34.47 FT) NORTHWEST FROM A REBAR AND CAP SET,
 AR1716'NO 3765,
 AR1716'14.74 METERS (48.36 FT) SOUTHWEST FROM A REBAR AND CAP SET,
 AR1716'NO 3765,
 AR1716'13.78 METERS (45.20 FT) SOUTH FROM A REBAR AND CAP SET, NO 3765,
 AR1716'1.0 METERS (3.4 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1716'
 AR1716'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1716'STAMPED---AZIMUTH A012 ---,
 AR1716'SET INTO THE GROUND 7 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1716'9.48 METERS (31.09 FT) SOUTHEAST FROM A REBAR AND CAP SET,
 AR1716'NO 3765,
 AR1716'6.34 METERS (20.79 FT) SOUTHWEST FROM A REBAR AND CAP SET,
 AR1716'NO 3765,
 AR1716'24.71 METERS (81.07 FT) NORTHEAST FROM A NAIL AND CAP SET IN 12 IN
 AR1716'PALM, NO 3765,
 AR1716'30.26 METERS (99.26 FT) NORTHWEST FROM A NAIL AND CAP SET IN 20 IN
 AR1716'HICKORY, NO 3765,
 AR1716'0.37 METERS (1.2 FT) NORTHWEST OF A CARSONITE WITNESS POST SET.
 AR1716'TO REACH THE AZIMUTH FROM THE STATION,
 AR1716'GO SOUTHERLY FOR 0.24 KM (0.15 MI) ON DIRT RD TO THE ROAD
 AR1716'HEADING EAST, TURN LEFT AND GO EAST FOR 0.4 KM (0.25 MI) TO THE
 AR1716'T-ROAD SOUTH, TURN RIGHT AND GO SOUTH FOR 107 METERS (350 FT) ON
 AR1716'THE DIRT ROAD TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK
 AR1716'IS 59.7 METERS (196 FT) SOUTH OF A TWIN 14 IN HICKORY, 3 METERS
 AR1716'(9 FT) WEST OF THE FENCE, AND 29 METERS (95 FT) NORTH OF POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1717 ***********************************************************************
 AR1717  DESIGNATION -  A 013
 AR1717  PID         -  AR1717
 AR1717  STATE/COUNTY-  FL/ALACHUA
 AR1717  USGS QUAD   -  CITRA (1984)
 AR1717
 AR1717                         *CURRENT SURVEY CONTROL
 AR1717  ___________________________________________________________________
 AR1717* NAD 83(1999)-  29 29 10.64613(N)    082 03 14.79255(W)     ADJUSTED  
 AR1717* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 AR1717  ___________________________________________________________________
 AR1717  X           -     768,119.011 (meters)                     COMP
 AR1717  Y           -  -5,503,155.270 (meters)                     COMP
 AR1717  Z           -   3,120,929.713 (meters)                     COMP
 AR1717  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AR1717  ELLIP HEIGHT-          -4.74  (meters)          (06/12/02) GPS OBS
 AR1717  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AR1717
 AR1717  HORZ ORDER  -  SECOND
 AR1717  ELLP ORDER  -  FOURTH    CLASS I
 AR1717
 AR1717.The horizontal coordinates were established by GPS observations
 AR1717.and adjusted by the National Geodetic Survey in June 2002..
 AR1717
 AR1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1717
 AR1717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1717
 AR1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1717
 AR1717.The ellipsoidal height was determined by GPS observations
 AR1717.and is referenced to NAD 83.
 AR1717
 AR1717.The geoid height was determined by GEOID03.
 AR1717
 AR1717;                    North         East     Units Scale Factor Converg.
 AR1717;SPC FL N     -    56,448.878   837,187.103   MT  1.00001854   +1 13 44.8
 AR1717;SPC FL N     -   185,199.36  2,746,671.35   sFT  1.00001854   +1 13 44.8
 AR1717;SPC FL W     -   570,928.439   194,752.849   MT  0.99994152   -0 01 35.9
 AR1717;SPC FL W     - 1,873,121.05    638,951.64   sFT  0.99994152   -0 01 35.9
 AR1717;UTM  17      - 3,262,327.128   397,811.095   MT  0.99972885   -0 31 08.0
 AR1717
 AR1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1717!SPC FL N     -   1.00000074  x   1.00001854  =   1.00001928
 AR1717!SPC FL W     -   1.00000074  x   0.99994152  =   0.99994226
 AR1717!UTM  17      -   1.00000074  x   0.99972885  =   0.99972959
 AR1717
 AR1717                          SUPERSEDED SURVEY CONTROL
 AR1717
 AR1717  NAD 83(1990)-  29 29 10.64478(N)    082 03 14.79190(W) AD(       ) 2
 AR1717  ELLIP H (05/01/91)   -4.85   (m)                       GP(       ) 4 1
 AR1717  NAD 83(1986)-  29 29 10.65566(N)    082 03 14.79899(W) AD(       ) 2
 AR1717  NGVD 29 (11/17/89)   23.9    (m)           78.     (f) GPS OBS        
 AR1717
 AR1717.Superseded values are not recommended for survey control.
 AR1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1717.See file dsdata.txt to determine how the superseded data were derived.
 AR1717
 AR1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9781162327(NAD 83)
 AR1717_MARKER: A = ALUMINUM MARKER
 AR1717_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AR1717+WITH SETTING: INFORMATION.
 AR1717_SP_SET: METAL ROD DRIVEN INTO GROUND
 AR1717_STAMPING: A013
 AR1717_MARK LOGO: FL-001
 AR1717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1717+STABILITY: POSITION/ELEVATION WELL
 AR1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1717+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1990
 AR1717
 AR1717  HISTORY     - Date     Condition        Report By
 AR1717  HISTORY     - 1988     MONUMENTED       PMC
 AR1717  HISTORY     - 1988     GOOD             PMC
 AR1717  HISTORY     - 19900314 GOOD             MCGRIF
 AR1717
 AR1717                          STATION DESCRIPTION
 AR1717
 AR1717'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1717'THE STATION IS LOCATED ABOUT 34.9 KM (21.7 MI)
 AR1717'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1717'OWNERSHIP--PRIVATE.
 AR1717'
 AR1717'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND ACR 325, GO
 AR1717'NORTH FOR 5.3 KM (3.3 MI) ON U.S. 301 TO A LIMEROCK ROAD (SE 10C),
 AR1717'TURN RIGHT AND GO EAST FOR 2.7 KM (1.7 MI) ON LIMEROCK ROAD TO A
 AR1717'T-ROAD NORTH-SOUTH (SE 3A),
 AR1717'TURN LEFT AND GO NORTH FOR 0.16 KM (0.1 MI) ON SE 3A TO A T-ROAD
 AR1717'EAST (SE 10B),
 AR1717'GO EAST FOR 0.97 KM (0.6 MI) ON SE 10B TO A T-ROAD SOUTH,
 AR1717'TURN RIGHT AND GO SOUTH FOR 1.9 KM (1.2 MI) ON T-ROAD SOUTH TO A
 AR1717'T-ROAD NORTHEAST,
 AR1717'TURN LEFT AND GO NORTHEAST FOR 0.80 KM (0.5 MI) ON T-ROAD NORTHEAST
 AR1717'TO THE STATION ON THE RIGHT.
 AR1717'THE STATION IS 10 METERS (36 FT) NORTH-NORTHEAST OF A 10 IN PALM,
 AR1717'55 METERS (181 FT) NORTH-NORTHEAST OF A 12 IN PALM, AND 8 METERS
 AR1717'(26 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD.
 AR1717'
 AR1717'THE STATION IS A STANDARD AC GIS DISK
 AR1717'STAMPED---STATION A013---,
 AR1717'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1717'32.03 METERS (105.09 FT) NORTHEAST FROM A NAIL AND CAP SET IN LIVE
 AR1717'OAK, NO 3765,
 AR1717'19.39 METERS (63.61 FT) SOUTH FROM A REBAR AND CAP SET, NO 3765,
 AR1717'10.84 METERS (35.55 FT) NORTHEAST FROM A NAIL AND CAP SET IN 16 IN
 AR1717'PALM, NO 3765,
 AR1717'42.84 METERS (140.55 FT) WEST FROM A NAIL AND CAP SET IN 14 IN
 AR1717'PALM, NO 3765,
 AR1717'0.76 METERS (2.5 FT) SOUTH OF A CARSONITE WITNESS POST SET.
 AR1717'
 AR1717'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1717'STAMPED---AZIMUTH A014---,
 AR1717'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1717'26.00 METERS (85.30 FT) SOUTHWEST FROM A REBAR AND CAP SET
 AR1717'(NO 3765),
 AR1717'15.73 METERS (51.61 FT) WEST FROM A REBAR AND CAP SET (NO 3765),
 AR1717'13.29 METERS (43.59 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1717'0.6 METERS (2 FT) NORTHWEST OF A CARSONITE WITNESS POST SET.
 AR1717'TO REACH THE AZIMUTH FROM THE STATION,
 AR1717'GO SOUTHWEST FOR 0.48 KM (0.3 MI) ON THE DIRT ROAD TO THE AZIMUTH
 AR1717'MARK.  THE AZIMUTH MARK IS 86 METERS (284 FT) NORTHEAST OF A
 AR1717'CULVERT, 16 METERS (54 FT) SOUTHWEST OF A TRAIL ROAD, 9 METERS
 AR1717'(29 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD.
 AR1717
 AR1717                          STATION RECOVERY (1988)
 AR1717
 AR1717'RECOVERY NOTE BY PERRY C MCGRIFF COMPANY 1988
 AR1717'RECOVERED IN GOOD CONDITION.
 AR1717
 AR1717                          STATION RECOVERY (1990)
 AR1717
 AR1717'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990
 AR1717'THE STATION IS LOCATED ABOUT 34.9 KM (21.7 MI)
 AR1717'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1717'OWNERSHIP--PRIVATE.
 AR1717'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND ACR 325, GO
 AR1717'NORTH FOR 5.3 KM (3.3 MI) ON U.S. 301 TO A LIMEROCK ROAD (SE 10C),
 AR1717'TURN RIGHT AND GO EAST FOR 2.7 KM (1.7 MI) ON LIMEROCK ROAD TO A
 AR1717'T-ROAD NORTH-SOUTH (SE 3A),
 AR1717'TURN LEFT AND GO NORTH FOR 0.16 KM (0.1 MI) ON SE 3A TO A T-ROAD
 AR1717'EAST (SE 10B),
 AR1717'GO EAST FOR 0.97 KM (0.6 MI) ON SE 10B TO A T-ROAD SOUTH,
 AR1717'TURN RIGHT AND GO SOUTH FOR 1.9 KM (1.2 MI) ON T-ROAD SOUTH TO A
 AR1717'T-ROAD NORTHEAST,
 AR1717'TURN LEFT AND GO NORTHEAST FOR 0.80 KM (0.5 MI) ON T-ROAD NORTHEAST
 AR1717'TO THE STATION ON THE RIGHT.
 AR1717'THE STATION IS 10 METERS (36 FT) NORTH-NORTHEAST OF A 10 IN PALM,
 AR1717'55 METERS (181 FT) NORTH-NORTHEAST OF A 12 IN PALM, AND 8 METERS
 AR1717'(26 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD.
 AR1717'THE STATION IS A STANDARD AC GIS DISK
 AR1717'STAMPED---STATION A013---,
 AR1717'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1717'32.03 METERS (105.09 FT) NORTHEAST FROM A NAIL AND CAP SET IN LIVE
 AR1717'OAK, NO 3765,
 AR1717'19.39 METERS (63.61 FT) SOUTH FROM A REBAR AND CAP SET, NO 3765,
 AR1717'10.84 METERS (35.55 FT) NORTHEAST FROM A NAIL AND CAP SET IN 16 IN
 AR1717'PALM, NO 3765,
 AR1717'42.84 METERS (140.55 FT) WEST FROM A NAIL AND CAP SET IN 14 IN
 AR1717'PALM, NO 3765,
 AR1717'0.76 METERS (2.5 FT) SOUTH OF A CARSONITE WITNESS POST SET.
 AR1717'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1717'STAMPED---AZIMUTH A014---,
 AR1717'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1717'26.00 METERS (85.30 FT) SOUTHWEST FROM A REBAR AND CAP SET
 AR1717'(NO 3765),
 AR1717'15.73 METERS (51.61 FT) WEST FROM A REBAR AND CAP SET (NO 3765),
 AR1717'13.29 METERS (43.59 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1717'0.6 METERS (2 FT) NORTHWEST OF A CARSONITE WITNESS POST SET.
 AR1717'TO REACH THE AZIMUTH FROM THE STATION,
 AR1717'GO SOUTHWEST FOR 0.48 KM (0.3 MI) ON THE DIRT ROAD TO THE AZIMUTH
 AR1717'MARK.  THE AZIMUTH MARK IS 86 METERS (284 FT) NORTHEAST OF A
 AR1717'CULVERT, 16 METERS (54 FT) SOUTHWEST OF A TRAIL ROAD, 9 METERS
 AR1717'(29 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1718 ***********************************************************************
 AR1718  DESIGNATION -  A 015
 AR1718  PID         -  AR1718
 AR1718  STATE/COUNTY-  FL/ALACHUA
 AR1718  USGS QUAD   -  HAWTHORNE (1984)
 AR1718
 AR1718                         *CURRENT SURVEY CONTROL
 AR1718  ___________________________________________________________________
 AR1718* NAD 83(1999)-  29 31 48.60284(N)    082 03 02.80103(W)     ADJUSTED  
 AR1718* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 AR1718  ___________________________________________________________________
 AR1718  X           -     768,108.065 (meters)                     COMP
 AR1718  Y           -  -5,500,741.047 (meters)                     COMP
 AR1718  Z           -   3,125,164.013 (meters)                     COMP
 AR1718  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AR1718  ELLIP HEIGHT-          -1.34  (meters)          (06/12/02) GPS OBS
 AR1718  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AR1718
 AR1718  HORZ ORDER  -  SECOND
 AR1718  ELLP ORDER  -  FOURTH    CLASS I
 AR1718
 AR1718.The horizontal coordinates were established by GPS observations
 AR1718.and adjusted by the National Geodetic Survey in June 2002..
 AR1718
 AR1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1718
 AR1718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1718
 AR1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1718
 AR1718.The ellipsoidal height was determined by GPS observations
 AR1718.and is referenced to NAD 83.
 AR1718
 AR1718.The geoid height was determined by GEOID03.
 AR1718
 AR1718;                    North         East     Units Scale Factor Converg.
 AR1718;SPC FL N     -    61,318.254   837,405.602   MT  1.00000981   +1 13 50.9
 AR1718;SPC FL N     -   201,174.97  2,747,388.21   sFT  1.00000981   +1 13 50.9
 AR1718;SPC FL W     -   575,791.505   195,077.989   MT  0.99994148   -0 01 30.1
 AR1718;SPC FL W     - 1,889,075.96    640,018.37   sFT  0.99994148   -0 01 30.1
 AR1718;UTM  17      - 3,267,186.182   398,177.954   MT  0.99972792   -0 31 04.6
 AR1718
 AR1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1718!SPC FL N     -   1.00000021  x   1.00000981  =   1.00001002
 AR1718!SPC FL W     -   1.00000021  x   0.99994148  =   0.99994169
 AR1718!UTM  17      -   1.00000021  x   0.99972792  =   0.99972813
 AR1718
 AR1718                          SUPERSEDED SURVEY CONTROL
 AR1718
 AR1718  NAD 83(1990)-  29 31 48.60162(N)    082 03 02.80080(W) AD(       ) 2
 AR1718  ELLIP H (05/01/91)   -1.42   (m)                       GP(       ) 4 1
 AR1718  NAD 83(1986)-  29 31 48.61162(N)    082 03 02.80717(W) AD(       ) 2
 AR1718  NGVD 29 (11/17/89)   27.1    (m)           89.     (f) GPS OBS        
 AR1718
 AR1718.Superseded values are not recommended for survey control.
 AR1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1718.See file dsdata.txt to determine how the superseded data were derived.
 AR1718
 AR1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9817867186(NAD 83)
 AR1718_MARKER: DD = SURVEY DISK
 AR1718_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1718_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1718_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1718+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1718
 AR1718  HISTORY     - Date     Condition        Report By
 AR1718  HISTORY     - 1988     MONUMENTED       PMC
 AR1718
 AR1718                          STATION DESCRIPTION
 AR1718
 AR1718'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1718'THE STATION IS LOCATED ABOUT 32.7 KM (20.3 MI)
 AR1718'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1718'OWNERSHIP--PRIVATE.
 AR1718'
 AR1718'TO REACH THE STATION FROM THE  SR 20 OVERPASS ON U.S. 301, GO
 AR1718'SOUTH FOR 1.3 KM (0.8 MI) ON 301 TO SE 3 AND A SWANNEE SWIFTY FOOD
 AR1718'STORE ON THE CORNER,
 AR1718'TURN LEFT AND GO EAST FOR 6.8 KM (4.2 MI) ON SE 3 TO A T-ROAD SOUTH,
 AR1718'TURN RIGHT AND GO SOUTH FOR 1.4 KM (0.9 MI) ON THE DIRT ROAD TO
 AR1718'ANOTHER DIRT ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT,
 AR1718'TURN LEFT AND GO EAST FOR 0.2 KM (0.15 MI) ON THE DIRT ROAD PAST A
 AR1718'FRAME HOUSE ALONG A TREE LINE TO THE STATION.
 AR1718'THE STATION IS 22.9 METERS (75 FT) EAST OF TREE LINE, 7.9 METERS
 AR1718'(26 FT) NORTH OF AN OLD FENCE LINE (NOW BRUSH AND SMALL TREES).
 AR1718'
 AR1718'THE STATION IS A STANDARD AC GIS DISK
 AR1718'STAMPED---STATION A015---,
 AR1718'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1718'5.48 METERS (17.99 FT) NORTH FROM A NAIL AND CAP SET IN 8 IN
 AR1718'OAK (NO 3765),
 AR1718'34.69 METERS (113.80 FT) SOUTHEAST FROM A NAIL AND CAP SET IN 14 IN
 AR1718'PINE (NO 3765),
 AR1718'3.96 METERS (13.01 FT) SOUTH FROM A REBAR AND CAP SET (NO 3765),
 AR1718'27.09 METERS (88.90 FT) WEST FROM A NAIL AND CAP SET IN TWIN
 AR1718'10 IN OAK (NO 3765),
 AR1718'1.1 METERS (3.7 FT) NORTH OF A CARSONITE WITNESS POST SET.
 AR1718'
 AR1718'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1718'STAMPED---AZIMUTH A016---,
 AR1718'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1718'1.78 METERS (5.86 FT) SOUTHEAST FROM A NAIL AND CAP SET IN 12 IN
 AR1718'PINE (NO 3765),
 AR1718'4.13 METERS (13.55 FT) NORTHEAST FROM A NAIL AND CAP SET IN 12 IN
 AR1718'PINE,
 AR1718'11.60 METERS (38.07 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1718'9.02 METERS (29.60 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1718'0.3 METERS (0.9 FT) SOUTHEAST OF A CARSONITE WITNESS POST SET.
 AR1718'TO REACH THE AZIMUTH FROM THE STATION,
 AR1718'GO NORTHWEST FOR 436.7 METERS (1433 FT) ON THE DIRT ROAD TO THE
 AR1718'AZIMUTH MARK.
 AR1718'THE AZIMUTH MARK IS 8.2 METERS (27 FT) OFF THE DIRT ROAD, AND
 AR1718'97.5 METERS (320 FT) NORTH OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1719 ***********************************************************************
 AR1719  DESIGNATION -  A 017
 AR1719  PID         -  AR1719
 AR1719  STATE/COUNTY-  FL/ALACHUA
 AR1719  USGS QUAD   -  HAWTHORNE (1984)
 AR1719
 AR1719                         *CURRENT SURVEY CONTROL
 AR1719  ___________________________________________________________________
 AR1719* NAD 83(1999)-  29 33 52.51552(N)    082 03 19.22562(W)     ADJUSTED  
 AR1719* NAVD 88     -        32.6    (meters)     107.     (feet)  VERTCON   
 AR1719  ___________________________________________________________________
 AR1719  X           -     767,410.696 (meters)                     COMP
 AR1719  Y           -  -5,498,943.794 (meters)                     COMP
 AR1719  Z           -   3,128,486.008 (meters)                     COMP
 AR1719  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AR1719  ELLIP HEIGHT-           4.50  (meters)          (06/12/02) GPS OBS
 AR1719  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AR1719
 AR1719  HORZ ORDER  -  SECOND
 AR1719  ELLP ORDER  -  FOURTH    CLASS I
 AR1719
 AR1719.The horizontal coordinates were established by GPS observations
 AR1719.and adjusted by the National Geodetic Survey in June 2002..
 AR1719
 AR1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1719
 AR1719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1719
 AR1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1719
 AR1719.The ellipsoidal height was determined by GPS observations
 AR1719.and is referenced to NAD 83.
 AR1719
 AR1719.The geoid height was determined by GEOID03.
 AR1719
 AR1719;                    North         East     Units Scale Factor Converg.
 AR1719;SPC FL N     -    65,123.212   836,881.633   MT  1.00000336   +1 13 42.6
 AR1719;SPC FL N     -   213,658.40  2,745,669.16   sFT  1.00000336   +1 13 42.6
 AR1719;SPC FL E     -   580,070.234    97,735.582   MT  1.00007017   -0 31 14.7
 AR1719;SPC FL E     - 1,903,113.76    320,654.16   sFT  1.00007017   -0 31 14.7
 AR1719;UTM  17      - 3,271,004.297   397,770.474   MT  0.99972895   -0 31 14.7
 AR1719
 AR1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1719!SPC FL N     -   0.99999929  x   1.00000336  =   1.00000265
 AR1719!SPC FL E     -   0.99999929  x   1.00007017  =   1.00006946
 AR1719!UTM  17      -   0.99999929  x   0.99972895  =   0.99972824
 AR1719
 AR1719                          SUPERSEDED SURVEY CONTROL
 AR1719
 AR1719  NAD 83(1990)-  29 33 52.51423(N)    082 03 19.22568(W) AD(       ) 2
 AR1719  ELLIP H (05/01/91)    4.45   (m)                       GP(       ) 4 1
 AR1719  NAD 83(1986)-  29 33 52.52407(N)    082 03 19.23162(W) AD(       ) 2
 AR1719  NGVD 29 (11/17/89)   32.9    (m)          108.     (f) GPS OBS        
 AR1719
 AR1719.Superseded values are not recommended for survey control.
 AR1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1719.See file dsdata.txt to determine how the superseded data were derived.
 AR1719
 AR1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9777071004(NAD 83)
 AR1719_MARKER: DD = SURVEY DISK
 AR1719_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1719_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1719_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1719+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1719
 AR1719  HISTORY     - Date     Condition        Report By
 AR1719  HISTORY     - 1988     MONUMENTED       PMC
 AR1719
 AR1719                          STATION DESCRIPTION
 AR1719
 AR1719'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1719'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI)
 AR1719'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1719'OWNERSHIP--KATYDID LANE R/W.
 AR1719'
 AR1719'TO REACH THE STATION FROM THE SR 20 OVERPASS ON U.S. 301, GO
 AR1719'SOUTH FOR 1.3 KM (0.8 MI) ON U.S. 301 TO SE 3 (SWANEE SWIFTEE STORE
 AR1719'ON CORNER),
 AR1719'TURN LEFT AND GO EAST FOR 3.1 KM (1.9 MI) ON SE 3 TO A PARK AND
 AR1719'BOAT RAMP ON LEFT,
 AR1719'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 AR1719'0.3 KM (0.2 MI) ON SE 3 TO A PAVED RD TO THE LEFT (SIGN AT CORNER
 AR1719'SAYS-FOUR LAKES COMMUNITY),
 AR1719'TURN LEFT AND GO NORTHEAST FOR 1.0 KM (0.65 MI) ON PAVED RD TO
 AR1719'KATYDID LANE AND THE STATION ON THE LEFT.
 AR1719'THE STATION IS 1.8 METERS (6 FT) EAST-NORTHEAST OF A POWER POLE,
 AR1719'14.3 METERS (47 FT) NORTH OF A DIRT ROAD RUNNING EAST-NORTHEAST,
 AR1719'10.3 METERS (34 FT) EAST OF A NORTH-SOUTH DIRT ROAD.
 AR1719'
 AR1719'THE STATION IS A STANDARD AC GIS DISK
 AR1719'STAMPED---STATION A017---,
 AR1719'SET INTO THE GROUND 45 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1719'59.83 METERS (196.30 FT) SOUTHWEST FROM A NAIL AND CAP SET IN POWER
 AR1719'POLE, (NO 3765),
 AR1719'41.65 METERS (136.65 FT) SOUTHEAST FROM A NAIL AND CAP SET IN 14 IN
 AR1719'CABBAGE PALM (NO 3765),
 AR1719'1.85 METERS (6.08 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1719'POLE (NO 3765),
 AR1719'36.23 METERS (118.87 FT) NORTHEAST FROM A NAIL AND CAP SET IN TWIN
 AR1719'16 IN OAK (NO 3765),
 AR1719'0.3 METERS (1 FT) SOUTHEAST OF A CARSONITE WITNESS POST SET.
 AR1719'
 AR1719'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1719'STAMPED---AZIMUTH A018---,
 AR1719'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1719'24.66 METERS (80.89 FT) SOUTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1719'POLE, (NO 3765),
 AR1719'17.19 METERS (56.41 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1719'14.43 METERS (47.33 FT) EAST FROM A NAIL AND CAP SET IN POWER
 AR1719'POLE, (NO 3765),
 AR1719'31.19 METERS (102.34 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1719'POLE, (NO 3765),
 AR1719'0.27 METERS (0.9 FT) NORTH OF A CARSONITE WITNESS POST SET.
 AR1719'TO REACH THE AZIMUTH FROM THE STATION,
 AR1719'GO SOUTHWEST FOR 0.56 KM (0.35 MI) ON THE PAVED RD TO THE AZIMUTH
 AR1719'MARK ON THE SOUTH SIDE.
 AR1719'THE AZIMUTH MARK IS 11.9 METERS (39 FT) SOUTH OF THE CENTERLINE,
 AR1719'AND 14.3 METERS (47 FT) NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1720 ***********************************************************************
 AR1720  DESIGNATION -  A 019
 AR1720  PID         -  AR1720
 AR1720  STATE/COUNTY-  FL/ALACHUA
 AR1720  USGS QUAD   -  HAWTHORNE (1984)
 AR1720
 AR1720                         *CURRENT SURVEY CONTROL
 AR1720  ___________________________________________________________________
 AR1720* NAD 83(1999)-  29 34 16.92070(N)    082 06 19.26728(W)     ADJUSTED  
 AR1720* NAVD 88     -        29.1    (meters)      95.     (feet)  VERTCON   
 AR1720  ___________________________________________________________________
 AR1720  X           -     762,559.219 (meters)                     COMP
 AR1720  Y           -  -5,499,241.301 (meters)                     COMP
 AR1720  Z           -   3,129,137.899 (meters)                     COMP
 AR1720  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AR1720  ELLIP HEIGHT-           1.07  (meters)          (06/12/02) GPS OBS
 AR1720  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1720
 AR1720  HORZ ORDER  -  SECOND
 AR1720  ELLP ORDER  -  FOURTH    CLASS I
 AR1720
 AR1720.The horizontal coordinates were established by GPS observations
 AR1720.and adjusted by the National Geodetic Survey in June 2002..
 AR1720
 AR1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1720
 AR1720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1720
 AR1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1720
 AR1720.The ellipsoidal height was determined by GPS observations
 AR1720.and is referenced to NAD 83.
 AR1720
 AR1720.The geoid height was determined by GEOID03.
 AR1720
 AR1720;                    North         East     Units Scale Factor Converg.
 AR1720;SPC FL N     -    65,771.649   832,020.571   MT  1.00000213   +1 12 12.1
 AR1720;SPC FL N     -   215,785.82  2,729,720.82   sFT  1.00000213   +1 12 12.1
 AR1720;SPC FL E     -   580,866.800    92,896.220   MT  1.00008267   -0 32 44.0
 AR1720;SPC FL E     - 1,905,727.16    304,777.02   sFT  1.00008267   -0 32 44.0
 AR1720;UTM  17      - 3,271,800.592   392,932.764   MT  0.99974144   -0 32 44.0
 AR1720
 AR1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1720!SPC FL N     -   0.99999983  x   1.00000213  =   1.00000196
 AR1720!SPC FL E     -   0.99999983  x   1.00008267  =   1.00008250
 AR1720!UTM  17      -   0.99999983  x   0.99974144  =   0.99974127
 AR1720
 AR1720                          SUPERSEDED SURVEY CONTROL
 AR1720
 AR1720  NAD 83(1990)-  29 34 16.91940(N)    082 06 19.26734(W) AD(       ) 2
 AR1720  ELLIP H (05/01/91)    1.02   (m)                       GP(       ) 4 1
 AR1720  NAD 83(1986)-  29 34 16.92915(N)    082 06 19.27334(W) AD(       ) 2
 AR1720  NGVD 29 (11/17/89)   29.3    (m)           96.     (f) GPS OBS        
 AR1720
 AR1720.Superseded values are not recommended for survey control.
 AR1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1720.See file dsdata.txt to determine how the superseded data were derived.
 AR1720
 AR1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9293371801(NAD 83)
 AR1720_MARKER: DD = SURVEY DISK
 AR1720_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1720_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1720_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1720+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1720
 AR1720  HISTORY     - Date     Condition        Report By
 AR1720  HISTORY     - 1988     MONUMENTED       PMC
 AR1720
 AR1720                          STATION DESCRIPTION
 AR1720
 AR1720'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1720'THE STATION IS LOCATED ABOUT 25.7 KM (16.0 MI)
 AR1720'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1720'OWNERSHIP--PRIVATE.
 AR1720'
 AR1720'TO REACH THE STATION FROM THE HIGH SCHOOL IN HAWTHORNE (LOCATED ON
 AR1720'ACR 2082), GO WEST FOR 1.4 KM (0.85 MI) ON 2082 TO SE 4, A DIRT RD
 AR1720'TO THE SOUTHWEST,
 AR1720'TURN LEFT AND GO SOUTHWEST FOR 2.9 KM (1.8 MI) ON DIRT ROAD TO
 AR1720'JUNCTION OF FOUR ROADS,
 AR1720'TURN LEFT AND GO EAST FOR 1.4 KM (0.9 MI) ON THE ROAD TO ANOTHER
 AR1720'JUNCTION OF FOUR ROADS AND THE AZIMUTH MARK IN THE SE QUADRANT,
 AR1720'TURN LEFT AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE ROAD TO THE
 AR1720'STATION ON THE RIGHT.
 AR1720'THE STATION IS 92.7 METERS (304 FT) SOUTH OF A WYE IN THE ROAD, AND
 AR1720'7.0 METERS (23 FT) WEST OF THE ROAD.
 AR1720'
 AR1720'THE STATION IS A STANDARD AC GIS DISK
 AR1720'STAMPED---STATION A019---,
 AR1720'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1720'8.94 METERS (29.34 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1720'3.42 METERS (11.23 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1720'9.43 METERS (30.94 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1720'0.94 METERS (3.1 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1720'
 AR1720'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1720'STAMPED---AZIMUTH A020---,
 AR1720'SET INTO THE GROUND 7 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1720'8.72 METERS (28.62 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1720'8.98 METERS (29.46 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1720'4.5 METERS (15.08 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1720'0.3 METERS (1 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1720'TO REACH THE AZIMUTH FROM THE STATION,
 AR1720'GO SOUTH FOR 0.8 KM (0.5 MI) ON THE ROAD TO THE AZIMUTH MARK AT SW
 AR1720'CORNER OF A JUCNTION OF FOUR DIRT ROADS.
 AR1720'THE AZIMUTH MARK IS 43.6 METERS (143 FT) SOUTH OF THE INTERSECTION
 AR1720'AND 6.4 METERS (21 FT) EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7788 ***********************************************************************
 AG7788  DESIGNATION -  A 02 12 81
 AG7788  PID         -  AG7788
 AG7788  STATE/COUNTY-  FL/CHARLOTTE
 AG7788  USGS QUAD   -  PLACIDA (1987)
 AG7788
 AG7788                         *CURRENT SURVEY CONTROL
 AG7788  ___________________________________________________________________
 AG7788* NAD 83(1986)-  26 49 02.     (N)    082 16 22.     (W)     SCALED    
 AG7788* NAVD 88     -         3.421  (meters)      11.22   (feet)  ADJUSTED  
 AG7788  ___________________________________________________________________
 AG7788  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7788  DYNAMIC HT  -           3.415 (meters)      11.20  (feet)  COMP
 AG7788  MODELED GRAV-     979,106.6   (mgal)                       NAVD 88
 AG7788
 AG7788  VERT ORDER  -  SECOND    CLASS I
 AG7788
 AG7788.The horizontal coordinates were scaled from a topographic map and have
 AG7788.an estimated accuracy of +/- 6 seconds.
 AG7788
 AG7788.The orthometric height was determined by differential leveling
 AG7788.and adjusted by the National Geodetic Survey in June 1991..
 AG7788
 AG7788.The geoid height was determined by GEOID03.
 AG7788
 AG7788.The dynamic height is computed by dividing the NAVD 88
 AG7788.geopotential number by the normal gravity value computed on the
 AG7788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7788.degrees latitude (g = 980.6199 gals.).
 AG7788
 AG7788.The modeled gravity was interpolated from observed gravity values.
 AG7788
 AG7788;                    North         East    Units  Estimated Accuracy
 AG7788;SPC FL W     -   275,180.      172,880.      MT  (+/- 180 meters Scaled)
 AG7788
 AG7788                          SUPERSEDED SURVEY CONTROL
 AG7788
 AG7788.No superseded survey control is available for this station.
 AG7788
 AG7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK735668(NAD 83)
 AG7788_MARKER: DE = TRAVERSE STATION DISK
 AG7788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7788_SP_SET: CONCRETE POST
 AG7788_STAMPING: A02 12 81
 AG7788_MARK LOGO: FLDNR 
 AG7788_PROJECTION: RECESSED 15 CENTIMETERS
 AG7788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7788+STABILITY: SURFACE MOTION
 AG7788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7788+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 AG7788
 AG7788  HISTORY     - Date     Condition        Report By
 AG7788  HISTORY     - 1981     MONUMENTED       FLDT
 AG7788  HISTORY     - 1983     GOOD             FLDNR
 AG7788  HISTORY     - 1990     GOOD             USPSQD
 AG7788  HISTORY     - 19940610 GOOD             USPSQD
 AG7788  HISTORY     - 20010524 GOOD             USPSQD
 AG7788  HISTORY     - 20010524 GOOD             USPSQD
 AG7788  HISTORY     - 20030310 GOOD             USPSQD
 AG7788
 AG7788                          STATION DESCRIPTION
 AG7788
 AG7788'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7788'1.25 MI SOUTH FROM PLACIDA.
 AG7788'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7788'TO GASPARILLA ISLAND, GO 0.8 MILE SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7788'MARK.  THE MARK BEARS 22.5 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AG7788'CORNER OF THE SECOND BRIDGE ON THE CAUSEWAY, 25 FEET EAST-SOUTHEAST OF
 AG7788'THE CENTERLINE OF THE ROAD, 9.5 FEET EAST-SOUTHEAST OF A METAL
 AG7788'GUARDRAIL, AND 9 FEET EAST-SOUTHEAST OF A WITNESS POST.
 AG7788
 AG7788                          STATION RECOVERY (1990)
 AG7788
 AG7788'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7788'RECOVERED IN GOOD CONDITION.
 AG7788
 AG7788                          STATION RECOVERY (1994)
 AG7788
 AG7788'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7788'RECOVERED IN GOOD CONDITION.
 AG7788
 AG7788                          STATION RECOVERY (2001)
 AG7788
 AG7788'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7788'RECOVERED IN GOOD CONDITION.
 AG7788
 AG7788                          STATION RECOVERY (2001)
 AG7788
 AG7788'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7788'DGPS LOCATION OF STATION IS N 26 DEGR 49.043 MIN AND W 082 DEGR 16.392
 AG7788'MIN.
 AG7788
 AG7788                          STATION RECOVERY (2003)
 AG7788
 AG7788'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 AG7788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1721 ***********************************************************************
 AR1721  DESIGNATION -  A 021
 AR1721  PID         -  AR1721
 AR1721  STATE/COUNTY-  FL/ALACHUA
 AR1721  USGS QUAD   -  ROCHELLE (1993)
 AR1721
 AR1721                         *CURRENT SURVEY CONTROL
 AR1721  ___________________________________________________________________
 AR1721* NAD 83(1999)-  29 34 20.36983(N)    082 09 33.11165(W)     ADJUSTED  
 AR1721* NAVD 88     -        28.7    (meters)      94.     (feet)  VERTCON   
 AR1721  ___________________________________________________________________
 AR1721  X           -     757,383.585 (meters)                     COMP
 AR1721  Y           -  -5,499,903.239 (meters)                     COMP
 AR1721  Z           -   3,129,230.063 (meters)                     COMP
 AR1721  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AR1721  ELLIP HEIGHT-           0.66  (meters)          (06/12/02) GPS OBS
 AR1721  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1721
 AR1721  HORZ ORDER  -  SECOND
 AR1721  ELLP ORDER  -  FOURTH    CLASS I
 AR1721
 AR1721.The horizontal coordinates were established by GPS observations
 AR1721.and adjusted by the National Geodetic Survey in June 2002..
 AR1721
 AR1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1721
 AR1721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1721
 AR1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1721
 AR1721.The ellipsoidal height was determined by GPS observations
 AR1721.and is referenced to NAD 83.
 AR1721
 AR1721.The geoid height was determined by GEOID03.
 AR1721
 AR1721;                    North         East     Units Scale Factor Converg.
 AR1721;SPC FL N     -    65,769.483   826,801.956   MT  1.00000196   +1 10 34.7
 AR1721;SPC FL N     -   215,778.71  2,712,599.42   sFT  1.00000196   +1 10 34.7
 AR1721;UTM  17      - 3,271,957.637   387,717.836   MT  0.99975556   -0 34 19.7
 AR1721
 AR1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1721!SPC FL N     -   0.99999990  x   1.00000196  =   1.00000186
 AR1721!UTM  17      -   0.99999990  x   0.99975556  =   0.99975546
 AR1721
 AR1721                          SUPERSEDED SURVEY CONTROL
 AR1721
 AR1721  NAD 83(1990)-  29 34 20.36856(N)    082 09 33.11172(W) AD(       ) 2
 AR1721  ELLIP H (05/01/91)    0.62   (m)                       GP(       ) 4 1
 AR1721  NAD 83(1986)-  29 34 20.37831(N)    082 09 33.11767(W) AD(       ) 2
 AR1721  NGVD 29 (11/17/89)   29.0    (m)           95.     (f) GPS OBS        
 AR1721
 AR1721.Superseded values are not recommended for survey control.
 AR1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1721.See file dsdata.txt to determine how the superseded data were derived.
 AR1721
 AR1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8771871958(NAD 83)
 AR1721_MARKER: DD = SURVEY DISK
 AR1721_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1721_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1721_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1721+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1721
 AR1721  HISTORY     - Date     Condition        Report By
 AR1721  HISTORY     - 1988     MONUMENTED       PMC
 AR1721
 AR1721                          STATION DESCRIPTION
 AR1721
 AR1721'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1721'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 AR1721'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1721'OWNERSHIP--PRIVATE.
 AR1721'
 AR1721'TO REACH THE STATION FROM THE INTERSECTION OF SR 20 AND ACR 325, GO
 AR1721'SOUTH FOR 0.8 KM (0.5 MI) ON ACR 325,
 AR1721'TURN LEFT AND GO EAST FOR 1.8 KM (1.1 MI) ON ACR 2082 TO A DIRT RD
 AR1721'TO THE SOUTHWEST,
 AR1721'TURN RIGHT AND GO SOUTH FOR 1.5 KM (0.95 MI) ON THE DIRT ROAD TO A
 AR1721'TRAIL ROAD HEADING EAST,
 AR1721'TURN LEFT AND GO EAST FOR 1.4 KM (0.9 MI) ON THE TRAIL ROAD TO THE
 AR1721'JUNCTION OF FOUR TRAIL ROADS,
 AR1721'TURN RIGHT AND GO SOUTHWEST FOR 61 METERS (200 FT) ON THE TRAIL
 AR1721'ROAD TO THE STATION ON THE LEFT.
 AR1721'THE STATION IS 7.3 METERS (24 FT) EAST OF THE ROAD.
 AR1721'
 AR1721'THE STATION IS A STANDARD AC GIS DISK
 AR1721'STAMPED---STATION A021---,
 AR1721'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1721'10.95 METERS (35.91 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'10.35 METERS (33.94 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'9.21 METERS (30.21 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'5.24 METERS (17.20 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'0.3 METERS (1 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1721'
 AR1721'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1721'STAMPED---AZIMUTH A022---,
 AR1721'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1721'8.32 METERS (27.30 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'9.60 METERS (31.50 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'10.45 METERS (34.29 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'10.81 METERS (35.47 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1721'0.24 METERS (0.80 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1721'TO REACH THE AZIMUTH FROM THE STATION,
 AR1721'GO NORTHEAST FOR 61  METERS (200 FT) ON THE ROAD TO THE JUNCTION
 AR1721'OF FOUR TRAIL ROADS,
 AR1721'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.15 MI) ON THE ROAD TO A
 AR1721'TRAIL ROAD,
 AR1721'GO SOUTHWEST FOR 0.2 KM (0.1 MI) ON THE TRAIL RD TO THE AZIMUTH
 AR1721'MARK ON THE WEST.
 AR1721'THE AZIMUTH MARK IS 91.4 METERS (300 FT) WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1722 ***********************************************************************
 AR1722  DESIGNATION -  A 023
 AR1722  PID         -  AR1722
 AR1722  STATE/COUNTY-  FL/ALACHUA
 AR1722  USGS QUAD   -  ROCHELLE (1993)
 AR1722
 AR1722                         *CURRENT SURVEY CONTROL
 AR1722  ___________________________________________________________________
 AR1722* NAD 83(1999)-  29 31 25.65587(N)    082 10 10.20113(W)     ADJUSTED  
 AR1722* NAVD 88     -        28.1    (meters)      92.     (feet)  VERTCON   
 AR1722  ___________________________________________________________________
 AR1722  X           -     756,755.979 (meters)                     COMP
 AR1722  Y           -  -5,502,667.005 (meters)                     COMP
 AR1722  Z           -   3,124,549.930 (meters)                     COMP
 AR1722  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AR1722  ELLIP HEIGHT-           0.07  (meters)          (06/12/02) GPS OBS
 AR1722  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1722
 AR1722  HORZ ORDER  -  SECOND
 AR1722  ELLP ORDER  -  FOURTH    CLASS I
 AR1722
 AR1722.The horizontal coordinates were established by GPS observations
 AR1722.and adjusted by the National Geodetic Survey in June 2002..
 AR1722
 AR1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1722
 AR1722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1722
 AR1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1722
 AR1722.The ellipsoidal height was determined by GPS observations
 AR1722.and is referenced to NAD 83.
 AR1722
 AR1722.The geoid height was determined by GEOID03.
 AR1722
 AR1722;                    North         East     Units Scale Factor Converg.
 AR1722;SPC FL N     -    60,370.639   825,913.817   MT  1.00001104   +1 10 16.1
 AR1722;SPC FL N     -   198,066.00  2,709,685.58   sFT  1.00001104   +1 10 16.1
 AR1722;UTM  17      - 3,266,589.735   386,665.689   MT  0.99975849   -0 34 34.9
 AR1722
 AR1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1722!SPC FL N     -   0.99999999  x   1.00001104  =   1.00001103
 AR1722!UTM  17      -   0.99999999  x   0.99975849  =   0.99975848
 AR1722
 AR1722                          SUPERSEDED SURVEY CONTROL
 AR1722
 AR1722  NAD 83(1990)-  29 31 25.65458(N)    082 10 10.20108(W) AD(       ) 2
 AR1722  ELLIP H (05/01/91)    0.04   (m)                       GP(       ) 4 1
 AR1722  NAD 83(1986)-  29 31 25.66447(N)    082 10 10.20734(W) AD(       ) 2
 AR1722  NGVD 29 (11/17/89)   28.4    (m)           93.     (f) GPS OBS        
 AR1722
 AR1722.Superseded values are not recommended for survey control.
 AR1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1722.See file dsdata.txt to determine how the superseded data were derived.
 AR1722
 AR1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8666666590(NAD 83)
 AR1722_MARKER: DD = SURVEY DISK
 AR1722_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1722_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1722_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1722+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1722
 AR1722  HISTORY     - Date     Condition        Report By
 AR1722  HISTORY     - 1988     MONUMENTED       PMC
 AR1722
 AR1722                          STATION DESCRIPTION
 AR1722
 AR1722'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1722'THE STATION IS LOCATED ABOUT 24 KM (14.9 MI)
 AR1722'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1722'OWNERSHIP--PRIVATE.
 AR1722'
 AR1722'TO REACH THE STATION FROM THE INTERSECTION OF ACR 346 AND ACR 325, GO
 AR1722'SOUTHEAST FOR 1.3 KM (0.8 MI) ON ACR 325 TO A DIRT ROAD,
 AR1722'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON DIRT ROAD INTO
 AR1722'THE WILDLIFE MANAGEMENT AREA AND PAST THE AZIMUTH MARK ON THE LEFT,
 AR1722'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 AR1722'0.48 KM (0.3 MI) ON DIRT ROAD TO THE STATION ON THE RIGHT.
 AR1722'THE STATION IS 83.8 METERS (275 FT) SOUTH OF A FENCE CORNER,
 AR1722'THE STATION IS A STANDARD AC GIS DISK
 AR1722'STAMPED---STATION A023---,
 AR1722'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1722'20.96 METERS (68.76 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1722'17.44 METERS (57.22 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1722'22.30 METERS (73.16 FT) NORTHWEST FROM A NAIL AND CAP SET IN 10 IN
 AR1722'PINE (NO 3765),
 AR1722'17.77 METERS (58.30 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 8 IN
 AR1722'PINE (NO 3765), 0.61 METERS (2 FT) EAST OF CARSONITE POST SET.
 AR1722'
 AR1722'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1722'STAMPED---AZIMUTH A024---,
 AR1722'SET INTO THE GROUND  30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1722'4.48 METERS (14.69 FT) SOUTHEAST FROM A NAIL AND CAP SET IN 6 IN
 AR1722'PINE (NO 3765),
 AR1722'6.03 METERS (19.78 FT) NORTHEAST FROM A NAIL AND CAP SET IN 8 IN
 AR1722'OAK (NO 3765),
 AR1722'3.71 METERS (12.16 FT) NORTHEAST FROM A NAIL AND CAP SET IN 6 IN
 AR1722'PINE (NO 3765), 0.6 METERS (2 FT) NORTH OF CARSONITE POST SET.
 AR1722'TO REACH THE AZIMUTH FROM THE STATION,
 AR1722'GO SOUTHWEST FOR 0.48 KM (0.3 MI) ON THE DIRT ROAD TO THE AZIMUTH
 AR1722'MARK ON THE RIGHT 4.6 METERS (15 FT) NE OF A TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1723 ***********************************************************************
 AR1723  DESIGNATION -  A 025
 AR1723  PID         -  AR1723
 AR1723  STATE/COUNTY-  FL/ALACHUA
 AR1723  USGS QUAD   -  HAWTHORNE (1984)
 AR1723
 AR1723                         *CURRENT SURVEY CONTROL
 AR1723  ___________________________________________________________________
 AR1723* NAD 83(1999)-  29 37 01.88897(N)    082 06 19.15149(W)     ADJUSTED  
 AR1723* NAVD 88     -        43.9    (meters)     144.     (feet)  VERTCON   
 AR1723  ___________________________________________________________________
 AR1723  X           -     762,219.524 (meters)                     COMP
 AR1723  Y           -  -5,496,768.890 (meters)                     COMP
 AR1723  Z           -   3,133,562.024 (meters)                     COMP
 AR1723  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AR1723  ELLIP HEIGHT-          15.88  (meters)          (06/12/02) GPS OBS
 AR1723  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1723
 AR1723  HORZ ORDER  -  SECOND
 AR1723  ELLP ORDER  -  FOURTH    CLASS I
 AR1723
 AR1723.The horizontal coordinates were established by GPS observations
 AR1723.and adjusted by the National Geodetic Survey in June 2002..
 AR1723
 AR1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1723
 AR1723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1723
 AR1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1723
 AR1723.The ellipsoidal height was determined by GPS observations
 AR1723.and is referenced to NAD 83.
 AR1723
 AR1723.The geoid height was determined by GEOID03.
 AR1723
 AR1723;                    North         East     Units Scale Factor Converg.
 AR1723;SPC FL N     -    70,850.033   831,917.011   MT  0.99999420   +1 12 12.2
 AR1723;SPC FL N     -   232,447.15  2,729,381.06   sFT  0.99999420   +1 12 12.2
 AR1723;SPC FL E     -   585,946.407    92,947.738   MT  1.00008253   -0 32 46.7
 AR1723;SPC FL E     - 1,922,392.50    304,946.04   sFT  1.00008253   -0 32 46.7
 AR1723;UTM  17      - 3,276,878.466   392,984.263   MT  0.99974130   -0 32 46.7
 AR1723
 AR1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1723!SPC FL N     -   0.99999751  x   0.99999420  =   0.99999171
 AR1723!SPC FL E     -   0.99999751  x   1.00008253  =   1.00008004
 AR1723!UTM  17      -   0.99999751  x   0.99974130  =   0.99973881
 AR1723
 AR1723                          SUPERSEDED SURVEY CONTROL
 AR1723
 AR1723  NAD 83(1990)-  29 37 01.88764(N)    082 06 19.15165(W) AD(       ) 2
 AR1723  ELLIP H (05/01/91)   15.83   (m)                       GP(       ) 4 1
 AR1723  NAD 83(1986)-  29 37 01.89728(N)    082 06 19.15747(W) AD(       ) 2
 AR1723  NGVD 29 (11/17/89)   44.1    (m)          145.     (f) GPS OBS        
 AR1723
 AR1723.Superseded values are not recommended for survey control.
 AR1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1723.See file dsdata.txt to determine how the superseded data were derived.
 AR1723
 AR1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9298476878(NAD 83)
 AR1723_MARKER: DD = SURVEY DISK
 AR1723_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1723_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1723_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1723+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1723
 AR1723  HISTORY     - Date     Condition        Report By
 AR1723  HISTORY     - 1988     MONUMENTED       PMC
 AR1723
 AR1723                          STATION DESCRIPTION
 AR1723
 AR1723'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1723'THE STATION IS LOCATED ABOUT 22.8 KM (14.2 MI)
 AR1723'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1723'OWNERSHIP--PRIVATE.
 AR1723'
 AR1723'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND ACR SE
 AR1723'28B, GO SOUTHEAST FOR 91 METERS (300 FT) ON TO A DIRT ROAD ON THE
 AR1723'RIGHT,
 AR1723'TURN RIGHT AND GO SOUTHWEST PAST AN 8 FT CHAIN LINK FENCE GATE, PAST
 AR1723'SILOS AND THROUGH A SECOND METAL GATE, CONTINUE STRAIGHT AHEAD AND
 AR1723'GO WEST TO A DITCH, THEN CROSS IT AND GO NORTHWEST TO A FENCELINE
 AR1723'GO WEST THROUGH GATE, GO SOUTH ALONG FENCELINE TO A TREELINE, GO
 AR1723'NORTHWEST ALONG TREELINE - AVOIDING LOW WET AREA - TO THE STATION.
 AR1723'THE STATION IS A STANDARD AC GIS DISK
 AR1723'STAMPED---STATION A025---,
 AR1723'SET INTO THE GROUND 6 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1723'18.48 METERS (60.64 FT) NORTHEAST FROM A NAIL AND DISK SET IN 12
 AR1723'BAY (NO 3765),
 AR1723'5.26 METERS (17.27 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1723'6.61 METERS (21.70 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1723'31.54 METERS (103.48 FT) SOUTHEAST FROM A NAIL AND CAP SET IN 12 IN
 AR1723'PINE (NO 3765), 0.7 METERS (2.3 FT) NE OF CARSONITE POST SET.
 AR1723'
 AR1723'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1723'STAMPED---AZIMUTH A026---,
 AR1723'SET INTO THE GROUND 6 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1723'9.49 METERS (31.13 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1723'11.79 METERS (38.69 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1723'18.73 METERS (61.46 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1723'TO REACH THE AZIMUTH FROM THE STATION,
 AR1723'GO EAST ON THE DIRT ROAD BACK THE WAY YOU CAME
 AR1723'TO THE SILOS AND THE AZIMUTH MARK WEST OF THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1724 ***********************************************************************
 AR1724  DESIGNATION -  A 027
 AR1724  PID         -  AR1724
 AR1724  STATE/COUNTY-  FL/ALACHUA
 AR1724  USGS QUAD   -  MELROSE (1981)
 AR1724
 AR1724                         *CURRENT SURVEY CONTROL
 AR1724  ___________________________________________________________________
 AR1724* NAD 83(1999)-  29 39 24.13137(N)    082 03 23.00978(W)     ADJUSTED  
 AR1724* NAVD 88     -        45.6    (meters)     150.     (feet)  GPS OBS   
 AR1724  ___________________________________________________________________
 AR1724  X           -     766,614.166 (meters)                     COMP
 AR1724  Y           -  -5,493,972.499 (meters)                     COMP
 AR1724  Z           -   3,137,369.676 (meters)                     COMP
 AR1724  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AR1724  ELLIP HEIGHT-          17.66  (meters)          (06/19/01) GPS OBS
 AR1724  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1724
 AR1724  HORZ ORDER  -  FIRST
 AR1724  ELLP ORDER  -  FOURTH    CLASS I
 AR1724
 AR1724.The horizontal coordinates were established by GPS observations
 AR1724.and adjusted by the National Geodetic Survey in June 2001..
 AR1724
 AR1724.The orthometric height was determined by GPS observations and a
 AR1724.high-resolution geoid model.
 AR1724
 AR1724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1724
 AR1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1724
 AR1724.The ellipsoidal height was determined by GPS observations
 AR1724.and is referenced to NAD 83.
 AR1724
 AR1724.The geoid height was determined by GEOID03.
 AR1724
 AR1724;                    North         East     Units Scale Factor Converg.
 AR1724;SPC FL N     -    75,329.264   836,560.976   MT  0.99998786   +1 13 40.7
 AR1724;SPC FL N     -   247,142.76  2,744,617.14   sFT  0.99998786   +1 13 40.7
 AR1724;SPC FL E     -   590,282.082    97,726.750   MT  1.00007019   -0 31 21.9
 AR1724;SPC FL E     - 1,936,617.13    320,625.18   sFT  1.00007019   -0 31 21.9
 AR1724;UTM  17      - 3,281,212.661   397,761.645   MT  0.99972897   -0 31 21.9
 AR1724
 AR1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1724!SPC FL N     -   0.99999723  x   0.99998786  =   0.99998509
 AR1724!SPC FL E     -   0.99999723  x   1.00007019  =   1.00006742
 AR1724!UTM  17      -   0.99999723  x   0.99972897  =   0.99972620
 AR1724
 AR1724                          SUPERSEDED SURVEY CONTROL
 AR1724
 AR1724  NAD 83(1990)-  29 39 24.13003(N)    082 03 23.01082(W) AD(       ) 1
 AR1724  NAD 83(1990)-  29 39 24.13003(N)    082 03 23.01082(W) AD(       ) 2
 AR1724  ELLIP H (05/01/91)   17.56   (m)                       GP(       ) 4 1
 AR1724  NAD 83(1986)-  29 39 24.13993(N)    082 03 23.01655(W) AD(       ) 2
 AR1724  NGVD 29 (11/17/89)   45.9    (m)          151.     (f) GPS OBS        
 AR1724
 AR1724.Superseded values are not recommended for survey control.
 AR1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1724.See file dsdata.txt to determine how the superseded data were derived.
 AR1724
 AR1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9776281213(NAD 83)
 AR1724_MARKER: DD = SURVEY DISK
 AR1724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AR1724_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1724_STAMPING: STATION A027
 AR1724_MARK LOGO: FL-001
 AR1724_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1724+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 AR1724
 AR1724  HISTORY     - Date     Condition        Report By
 AR1724  HISTORY     - 1988     MONUMENTED       PMC
 AR1724  HISTORY     - 19950228 GOOD             KEISCH
 AR1724
 AR1724                          STATION DESCRIPTION
 AR1724
 AR1724'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1724'THE STATION IS LOCATED ABOUT 27.3 KM (17.0 MI)
 AR1724'EAST OF THE CITY OF GAINESVILLE.
 AR1724'OWNERSHIP--ACR 1474 R/W.
 AR1724'
 AR1724'TO REACH THE STATION FROM THE SR 20 OVERPASS AND U.S. 301, GO
 AR1724'NORTHEAST FOR 2.7 KM (1.7 MI) ON ACR 1474 TO ACR 219A,
 AR1724'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 2.4 KM (1.5 MI) ON ACR 1474
 AR1724'TO THE AZIMUTH MARK,
 AR1724'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON ACR 1474
 AR1724'TO THE STATION ON THE RIGHT 93.9 METERS (308) WEST OF E/P.
 AR1724'
 AR1724'THE STATION IS A STANDARD AC GIS DISK
 AR1724'STAMPED---STATION A027---,
 AR1724'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1724'14.20 METERS (46.59 FT) SOUTH FROM A NAIL AND DISK SET IN 14 IN
 AR1724'PINE (NO 3765),
 AR1724'28.73 METERS (94.26 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 14 IN
 AR1724'PINE (NO 3765),
 AR1724'23.22 METERS (76.19 FT) NORTHEAST FROM A NAIL AND CAP SET IN TWIN
 AR1724'10 IN OAKS (NO 3765),
 AR1724'42.11 METERS (138.17 FT) SOUTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1724'POLE (NO 3765), 1 METER (3.5 FT) NORTH OF CARSONITE POST SET.
 AR1724'
 AR1724'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1724'STAMPED---AZIMUTH A028---,
 AR1724'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1724'23.64 METERS (77.57 FT) NORTHWEST FROM A NAIL AND CAP SET IN 18 IN
 AR1724'CEDAR (NO 3765),
 AR1724'43.71 METERS (143.39 FT) NORTHEAST FROM A NAIL AND CAP SET IN 16 IN
 AR1724'PINE (NO 3765), 0.3 METERS (1 FT) SOUTH OF A CARSONITE POST SET,
 AR1724'17.35 METERS (56.92 FT) SOUTHEAST FROM A NAIL AND CAP SET IN
 AR1724'SERVICE POLE (NO 3765),
 AR1724'21.81 METERS (71.55 FT) NORTHEAST FROM A NAIL AND CAP SET IN 10 IN
 AR1724'OAK.  TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR
 AR1724'0.8 KM (0.5 MI) ON ACR 1474 TO THE AZIMUTH MARK ON THE RIGHT.
 AR1724
 AR1724                          STATION RECOVERY (1995)
 AR1724
 AR1724'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AR1724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1725 ***********************************************************************
 AR1725  DESIGNATION -  A 029
 AR1725  PID         -  AR1725
 AR1725  STATE/COUNTY-  FL/ALACHUA
 AR1725  USGS QUAD   -  HAWTHORNE (1984)
 AR1725
 AR1725                         *CURRENT SURVEY CONTROL
 AR1725  ___________________________________________________________________
 AR1725* NAD 83(1999)-  29 37 07.04345(N)    082 03 27.40080(W)     ADJUSTED  
 AR1725* NAVD 88     -        30.1    (meters)      99.     (feet)  VERTCON   
 AR1725  ___________________________________________________________________
 AR1725  X           -     766,783.749 (meters)                     COMP
 AR1725  Y           -  -5,496,042.646 (meters)                     COMP
 AR1725  Z           -   3,133,693.122 (meters)                     COMP
 AR1725  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AR1725  ELLIP HEIGHT-           1.97  (meters)          (06/12/02) GPS OBS
 AR1725  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AR1725
 AR1725  HORZ ORDER  -  SECOND
 AR1725  ELLP ORDER  -  FOURTH    CLASS I
 AR1725
 AR1725.The horizontal coordinates were established by GPS observations
 AR1725.and adjusted by the National Geodetic Survey in June 2002..
 AR1725
 AR1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1725
 AR1725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1725
 AR1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1725
 AR1725.The ellipsoidal height was determined by GPS observations
 AR1725.and is referenced to NAD 83.
 AR1725
 AR1725.The geoid height was determined by GEOID03.
 AR1725
 AR1725;                    North         East     Units Scale Factor Converg.
 AR1725;SPC FL N     -    71,106.714   836,533.327   MT  0.99999396   +1 13 38.5
 AR1725;SPC FL N     -   233,289.28  2,744,526.42   sFT  0.99999396   +1 13 38.5
 AR1725;SPC FL E     -   586,062.011    97,570.121   MT  1.00007059   -0 31 21.9
 AR1725;SPC FL E     - 1,922,771.78    320,111.31   sFT  1.00007059   -0 31 21.9
 AR1725;UTM  17      - 3,276,994.031   397,605.069   MT  0.99972937   -0 31 21.9
 AR1725
 AR1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1725!SPC FL N     -   0.99999969  x   0.99999396  =   0.99999365
 AR1725!SPC FL E     -   0.99999969  x   1.00007059  =   1.00007028
 AR1725!UTM  17      -   0.99999969  x   0.99972937  =   0.99972906
 AR1725
 AR1725                          SUPERSEDED SURVEY CONTROL
 AR1725
 AR1725  NAD 83(1990)-  29 37 07.04216(N)    082 03 27.40147(W) AD(       ) 2
 AR1725  ELLIP H (05/01/91)    1.90   (m)                       GP(       ) 4 1
 AR1725  NAD 83(1986)-  29 37 07.05191(N)    082 03 27.40725(W) AD(       ) 2
 AR1725  NGVD 29 (11/17/89)   30.3    (m)           99.     (f) GPS OBS        
 AR1725
 AR1725.Superseded values are not recommended for survey control.
 AR1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1725.See file dsdata.txt to determine how the superseded data were derived.
 AR1725
 AR1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9760576994(NAD 83)
 AR1725_MARKER: DD = SURVEY DISK
 AR1725_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1725_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1725_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1725+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1725
 AR1725  HISTORY     - Date     Condition        Report By
 AR1725  HISTORY     - 1988     MONUMENTED       PMC
 AR1725
 AR1725                          STATION DESCRIPTION
 AR1725
 AR1725'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1725'THE STATION IS LOCATED ABOUT 27.3 KM (17.0 MI)
 AR1725'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1725'OWNERSHIP--PRIVATE.
 AR1725'
 AR1725'TO REACH THE STATION FROM THE SR 20 OVERPASS AND U.S. 301, GO
 AR1725'EAST FOR 2.4 KM (1.5 MI) ON SR 20 TO SE 24A,
 AR1725'GO NORTH FOR 2.4 KM (1.5 MI) ON A TRAIL ROAD THROUGH A GATE TO A  3
 AR1725'WAY FORK IN THE ROAD,
 AR1725'GO NORTHEAST FOR 1.0 KM (0.6 MI) ON TRAIL ROAD TO THE INTERSECTION
 AR1725'OF FOUR TRAIL ROADS,
 AR1725'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 AR1725'1.1 KM (0.7 MI) ON TRAIL ROAD TO A CLEARING AND THE STATION ON THE
 AR1725'RIGHT 3.7 METERS (12 FT) EAST OF THE ROAD.
 AR1725'
 AR1725'THE STATION IS A STANDARD AC GIS DISK
 AR1725'STAMPED---STATION  A029---,
 AR1725'SET IN GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1725'5.57 METERS (18.27 FEET) WEST FROM A REBAR AND CAP (NO 3765) SET
 AR1725'IN GROUND,
 AR1725'6.57 METERS (21.56 FEET) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1725'SET IN GROUND,
 AR1725'5.09 METERS (16.71 FEET) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1725'SET IN GROUND,
 AR1725'6.12 METERS (20.07 FEET) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1725'SET IN GROUND, AND 0.3 METERS (1 FT) WEST OF A CARSONITE POST SET.
 AR1725'
 AR1725'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1725'STAMPED---AZIMUTH A030---,
 AR1725'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1725'3.66 METERS (12.0 FEET) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1725'IN 4 IN OAK,
 AR1725'6.19 METERS (20.3 FEET) NORTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1725'0.3 METERS (1 FT) WEST OF A CARSONITE WITNESS POST SET,
 AR1725'3.70 METERS (12.13 FEET) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1725'IN 6 IN MAGNOLIA,
 AR1725'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY FOR
 AR1725'0.4 KILOMETERS (.25 MILES) ON THE TRAIL ROAD , AT APPROXIMATELY
 AR1725'121.9 METERS  (400 FEET) INTO A CURVE TO THE LEFT, LEAVE THE TRAIL
 AR1725'AND 38.1 METERS (125 FEET) EAST INTO THE FOREST  TO A CUT LINE ,
 AR1725'TURN LEFT AND GO 45.7 METERS (150 FEET) TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7789 ***********************************************************************
 AG7789  DESIGNATION -  A 03 12 81
 AG7789  PID         -  AG7789
 AG7789  STATE/COUNTY-  FL/CHARLOTTE
 AG7789  USGS QUAD   -  PLACIDA (1987)
 AG7789
 AG7789                         *CURRENT SURVEY CONTROL
 AG7789  ___________________________________________________________________
 AG7789* NAD 83(1986)-  26 48 31.     (N)    082 16 32.     (W)     SCALED    
 AG7789* NAVD 88     -         2.996  (meters)       9.83   (feet)  ADJUSTED  
 AG7789  ___________________________________________________________________
 AG7789  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7789  DYNAMIC HT  -           2.992 (meters)       9.82  (feet)  COMP
 AG7789  MODELED GRAV-     979,105.3   (mgal)                       NAVD 88
 AG7789
 AG7789  VERT ORDER  -  SECOND    CLASS I
 AG7789
 AG7789.The horizontal coordinates were scaled from a topographic map and have
 AG7789.an estimated accuracy of +/- 6 seconds.
 AG7789
 AG7789.The orthometric height was determined by differential leveling
 AG7789.and adjusted by the National Geodetic Survey in June 1991..
 AG7789
 AG7789.The geoid height was determined by GEOID03.
 AG7789
 AG7789.The dynamic height is computed by dividing the NAVD 88
 AG7789.geopotential number by the normal gravity value computed on the
 AG7789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7789.degrees latitude (g = 980.6199 gals.).
 AG7789
 AG7789.The modeled gravity was interpolated from observed gravity values.
 AG7789
 AG7789;                    North         East    Units  Estimated Accuracy
 AG7789;SPC FL W     -   274,230.      172,610.      MT  (+/- 180 meters Scaled)
 AG7789
 AG7789                          SUPERSEDED SURVEY CONTROL
 AG7789
 AG7789.No superseded survey control is available for this station.
 AG7789
 AG7789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK732658(NAD 83)
 AG7789_MARKER: DE = TRAVERSE STATION DISK
 AG7789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7789_SP_SET: CONCRETE POST
 AG7789_STAMPING: A03 12 81
 AG7789_MARK LOGO: FLDNR 
 AG7789_PROJECTION: RECESSED 15 CENTIMETERS
 AG7789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7789+STABILITY: SURFACE MOTION
 AG7789
 AG7789  HISTORY     - Date     Condition        Report By
 AG7789  HISTORY     - 1981     MONUMENTED       FLDT
 AG7789  HISTORY     - 1984     GOOD             FLDNR
 AG7789  HISTORY     - 1990     GOOD             USPSQD
 AG7789  HISTORY     - 19940610 GOOD             USPSQD
 AG7789  HISTORY     - 20010524 GOOD             USPSQD
 AG7789  HISTORY     - 20010524 GOOD             USPSQD
 AG7789
 AG7789                          STATION DESCRIPTION
 AG7789
 AG7789'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7789'1.9 MI SOUTH FROM PLACIDA.
 AG7789'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7789'TO GASPARILLA ISLAND, GO 1.45 MILES SOUTHERLY ON COUNTY ROAD 771 TO
 AG7789'THE MARK.  THE MARK BEARS 4.5 FEET NORTH OF THE NORTHWEST CORNER OF
 AG7789'THE SOUTHERNMOST CAUSEWAY BRIDGE, 16 FEET WEST-NORTHWEST OF THE
 AG7789'CENTERLINE OF THE ROAD, 2.3 FEET WEST-NORTHWEST OF A METAL GUARDRAIL,
 AG7789'AND 2 FEET WEST-NORTHWEST OF A WITNESS POST.
 AG7789
 AG7789                          STATION RECOVERY (1990)
 AG7789
 AG7789'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7789'RECOVERED IN GOOD CONDITION.
 AG7789
 AG7789                          STATION RECOVERY (1994)
 AG7789
 AG7789'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7789'RECOVERED IN GOOD CONDITION.
 AG7789
 AG7789                          STATION RECOVERY (2001)
 AG7789
 AG7789'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7789'RECOVERED IN GOOD CONDITION.
 AG7789
 AG7789                          STATION RECOVERY (2001)
 AG7789
 AG7789'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7789'DGPS LOCATION OF STATION IS N 26 DEGR 48.530 MIN AND W 082 DEGR 16.567
 AG7789'MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1726 ***********************************************************************
 AR1726  DESIGNATION -  A 031
 AR1726  PID         -  AR1726
 AR1726  STATE/COUNTY-  FL/ALACHUA
 AR1726  USGS QUAD   -  MELROSE (1981)
 AR1726
 AR1726                         *CURRENT SURVEY CONTROL
 AR1726  ___________________________________________________________________
 AR1726* NAD 83(1999)-  29 39 33.30918(N)    082 06 08.93464(W)     ADJUSTED  
 AR1726* NAVD 88     -        46.2    (meters)     152.     (feet)  VERTCON   
 AR1726  ___________________________________________________________________
 AR1726  X           -     762,175.261 (meters)                     COMP
 AR1726  Y           -  -5,494,449.279 (meters)                     COMP
 AR1726  Z           -   3,137,615.465 (meters)                     COMP
 AR1726  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AR1726  ELLIP HEIGHT-          18.10  (meters)          (06/12/02) GPS OBS
 AR1726  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1726
 AR1726  HORZ ORDER  -  SECOND
 AR1726  ELLP ORDER  -  FOURTH    CLASS I
 AR1726
 AR1726.The horizontal coordinates were established by GPS observations
 AR1726.and adjusted by the National Geodetic Survey in June 2002..
 AR1726
 AR1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1726
 AR1726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1726
 AR1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1726
 AR1726.The ellipsoidal height was determined by GPS observations
 AR1726.and is referenced to NAD 83.
 AR1726
 AR1726.The geoid height was determined by GEOID03.
 AR1726
 AR1726;                    North         East     Units Scale Factor Converg.
 AR1726;SPC FL N     -    75,517.063   832,093.792   MT  0.99998747   +1 12 17.3
 AR1726;SPC FL N     -   247,758.90  2,729,961.05   sFT  0.99998747   +1 12 17.3
 AR1726;UTM  17      - 3,281,536.756   393,303.411   MT  0.99974046   -0 32 44.2
 AR1726
 AR1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1726!SPC FL N     -   0.99999716  x   0.99998747  =   0.99998463
 AR1726!UTM  17      -   0.99999716  x   0.99974046  =   0.99973762
 AR1726
 AR1726                          SUPERSEDED SURVEY CONTROL
 AR1726
 AR1726  NAD 83(1990)-  29 39 33.30795(N)    082 06 08.93517(W) AD(       ) 2
 AR1726  ELLIP H (05/01/91)   18.04   (m)                       GP(       ) 4 1
 AR1726  NAD 83(1986)-  29 39 33.31783(N)    082 06 08.94078(W) AD(       ) 2
 AR1726  NGVD 29 (11/17/89)   46.4    (m)          152.     (f) GPS OBS        
 AR1726
 AR1726.Superseded values are not recommended for survey control.
 AR1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1726.See file dsdata.txt to determine how the superseded data were derived.
 AR1726
 AR1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9330381537(NAD 83)
 AR1726_MARKER: DD = SURVEY DISK
 AR1726_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1726_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1726_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1726+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1726
 AR1726  HISTORY     - Date     Condition        Report By
 AR1726  HISTORY     - 1988     MONUMENTED       PMC
 AR1726
 AR1726                          STATION DESCRIPTION
 AR1726
 AR1726'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1726'THE STATION IS LOCATED ABOUT 22.8 KM (14.2 MI)
 AR1726'EAST OF THE CITY OF GAINESVILLE.
 AR1726'OWNERSHIP--ACR 1474 R/W.
 AR1726'
 AR1726'TO REACH THE STATION FROM THE SR 20 OVERPASS AND U.S. 301, GO
 AR1726'NORTHWEST FOR 7.9 KM (4.9 MI) ON 301 TO ACR 1474,
 AR1726'TURN RIGHT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON ACR 1474 TO THE
 AR1726'AZIMUTH MARK ON THE LEFT,
 AR1726'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 AR1726'0.6 KM (0.4 MI) ON ACR 1474 TO THE STATION ON THE RIGHT.
 AR1726'
 AR1726'THE STATION IS A STANDARD AC GIS DISK
 AR1726'STAMPED---STATION A031---,
 AR1726'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1726'11.13 METERS (36.52 FT) SOUTHEAST FROM A REBAR AND CAP SET (N0 3765),
 AR1726'24.40 METERS (80.05 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 6 IN
 AR1726'PINE (NO 3765),
 AR1726'55.85 METERS (183.22 FT) NORTHWEST FROM A NAIL AND CAP SET IN POWER
 AR1726'POLE (NO 3765), 1.2 METERS (4 FT) NORTHWEST OF WITNESS POST SET,
 AR1726'10.43 METERS (34.22 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1726'
 AR1726'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1726'STAMPED---AZIMUTH A032---,
 AR1726'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1726'27.55 METERS (90.38 FT) NORTH FROM A NAIL AND CAP SET IN POWER
 AR1726'POLE (NO 3765),
 AR1726'3.81 METERS (12.50 FT) SOUTHEAST FROM A NAIL AND CAP SET IN 14 IN
 AR1726'PINE (NO 3765),
 AR1726'15.55 METERS (51.00 FT) WEST FROM A NAIL AND CAP SET IN 14 IN PINE
 AR1726'(NO 3765), 0.9 METERS (3 FT) SOUTH OF A CARSONITE POST SET.
 AR1726'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST FOR 0.64 KM
 AR1726'(0.4 MI) ON ACR 1474 TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH
 AR1726'MARK IS 11.6 METERS (38 FT) NORTHEAST OF ACR 1474.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1727 ***********************************************************************
 AR1727  DESIGNATION -  A 033
 AR1727  PID         -  AR1727
 AR1727  STATE/COUNTY-  FL/ALACHUA
 AR1727  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AR1727
 AR1727                         *CURRENT SURVEY CONTROL
 AR1727  ___________________________________________________________________
 AR1727* NAD 83(1999)-  29 39 15.48387(N)    082 09 26.95298(W)     ADJUSTED  
 AR1727* NAVD 88     -        28.9    (meters)      95.     (feet)  VERTCON   
 AR1727  ___________________________________________________________________
 AR1727  X           -     756,935.134 (meters)                     COMP
 AR1727  Y           -  -5,495,432.592 (meters)                     COMP
 AR1727  Z           -   3,137,129.947 (meters)                     COMP
 AR1727  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AR1727  ELLIP HEIGHT-           0.80  (meters)          (06/12/02) GPS OBS
 AR1727  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1727
 AR1727  HORZ ORDER  -  SECOND
 AR1727  ELLP ORDER  -  FOURTH    CLASS I
 AR1727
 AR1727.The horizontal coordinates were established by GPS observations
 AR1727.and adjusted by the National Geodetic Survey in June 2002..
 AR1727
 AR1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1727
 AR1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1727
 AR1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1727
 AR1727.The ellipsoidal height was determined by GPS observations
 AR1727.and is referenced to NAD 83.
 AR1727
 AR1727.The geoid height was determined by GEOID03.
 AR1727
 AR1727;                    North         East     Units Scale Factor Converg.
 AR1727;SPC FL N     -    74,857.645   826,781.010   MT  0.99998824   +1 10 37.8
 AR1727;SPC FL N     -   245,595.46  2,712,530.70   sFT  0.99998824   +1 10 37.8
 AR1727;UTM  17      - 3,281,040.025   387,974.249   MT  0.99975484   -0 34 21.9
 AR1727
 AR1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1727!SPC FL N     -   0.99999987  x   0.99998824  =   0.99998811
 AR1727!UTM  17      -   0.99999987  x   0.99975484  =   0.99975471
 AR1727
 AR1727                          SUPERSEDED SURVEY CONTROL
 AR1727
 AR1727  NAD 83(1990)-  29 39 15.48259(N)    082 09 26.95321(W) AD(       ) 2
 AR1727  ELLIP H (05/01/91)    0.76   (m)                       GP(       ) 4 1
 AR1727  NAD 83(1986)-  29 39 15.49239(N)    082 09 26.95881(W) AD(       ) 2
 AR1727  NGVD 29 (11/17/89)   29.1    (m)           95.     (f) GPS OBS        
 AR1727
 AR1727.Superseded values are not recommended for survey control.
 AR1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1727.See file dsdata.txt to determine how the superseded data were derived.
 AR1727
 AR1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8797481040(NAD 83)
 AR1727_MARKER: DD = SURVEY DISK
 AR1727_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1727_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1727_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1727+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1727
 AR1727  HISTORY     - Date     Condition        Report By
 AR1727  HISTORY     - 1988     MONUMENTED       PMC
 AR1727
 AR1727                          STATION DESCRIPTION
 AR1727
 AR1727'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1727'THE STATION IS LOCATED ABOUT 17.5 KM (10.9 MI)
 AR1727'EAST OF THE CITY OF GAINESVILLE.
 AR1727'OWNERSHIP--ACR 1474 R/W.
 AR1727'
 AR1727'TO REACH THE STATION FROM THE INTERSECTION OF SR 20 AND ACR 234, GO
 AR1727'NORTH FOR 6.0 KM (3.7 MI) ON ACR 234 TO ACR 1474 AT WINDSOR,
 AR1727'TURN RIGHT AND GO EAST FOR 1.9 KM (1.2 MI) ON ACR 1474 TO THE
 AR1727'AZIMUTH MARK ON THE RIGHT,
 AR1727'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON ACR 1474
 AR1727'TO THE STATION 16.2 METERS (53 FT) SOUTH OF THE CENTERLINE ACR 1474.
 AR1727'
 AR1727'THE STATION IS A STANDARD AC GIS DISK
 AR1727'STAMPED---STATION A033---,
 AR1727'SET INTO THE GROUND 13.5 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1727'23.96 METERS (78.60 FT) NORTHWEST FROM A NAIL AND CAP SET IN
 AR1727'CENTERLINE OF ACR 1474 (NO 3765),
 AR1727'24.84 METERS (81.50 FT) NORTHEAST FROM A NAIL AND CAP SET IN
 AR1727'CENTERLINE OF ACR 1474 (NO 3765),
 AR1727'9.59 METERS (31.45 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1727'7.41 METERS (24.33 FT) SOUTHEAST FROM A NAIL AND CAP SET IN GATE
 AR1727'POST (NO 3765), 0.6 METERS (2 FT) EAST OF CARSONITE POST SET.
 AR1727'
 AR1727'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1727'STAMPED---AZIMUTH A034---,
 AR1727'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1727'13.86 METERS (45.46 FT) NORTHEAST FROM A NAIL AND CAP SET IN 14 IN
 AR1727'PINE (NO 3765),
 AR1727'30.14 METERS (98.90 FT) EAST FROM A NAIL AND CAP SET IN POWER
 AR1727'POLE (NO 3765),
 AR1727'25.18 METERS (82.62 FT) SOUTHEAST FROM A NAIL AND CAP SET IN 8 IN
 AR1727'OAK (NO 3765), 0.5 METERS (1.5 FT) SOUTHEAST OF CARSONITE POST SET.
 AR1727'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.8 KM (0.5 MI)
 AR1727'ON ACR 1474 TO THE AZIMUTH 16.2 METERS (53 FT) SOUTH OF ACR 1474 C/L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1728 ***********************************************************************
 AR1728  DESIGNATION -  A 035
 AR1728  PID         -  AR1728
 AR1728  STATE/COUNTY-  FL/ALACHUA
 AR1728  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AR1728
 AR1728                         *CURRENT SURVEY CONTROL
 AR1728  ___________________________________________________________________
 AR1728* NAD 83(1999)-  29 42 14.43662(N)    082 09 08.63150(W)     ADJUSTED  
 AR1728* NAVD 88     -        40.1    (meters)     132.     (feet)  VERTCON   
 AR1728  ___________________________________________________________________
 AR1728  X           -     757,052.076 (meters)                     COMP
 AR1728  Y           -  -5,492,672.243 (meters)                     COMP
 AR1728  Z           -   3,141,922.748 (meters)                     COMP
 AR1728  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AR1728  ELLIP HEIGHT-          12.01  (meters)          (06/12/02) GPS OBS
 AR1728  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1728
 AR1728  HORZ ORDER  -  SECOND
 AR1728  ELLP ORDER  -  FOURTH    CLASS I
 AR1728
 AR1728.The horizontal coordinates were established by GPS observations
 AR1728.and adjusted by the National Geodetic Survey in June 2002..
 AR1728
 AR1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1728
 AR1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1728
 AR1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1728
 AR1728.The ellipsoidal height was determined by GPS observations
 AR1728.and is referenced to NAD 83.
 AR1728
 AR1728.The geoid height was determined by GEOID03.
 AR1728
 AR1728;                    North         East     Units Scale Factor Converg.
 AR1728;SPC FL N     -    80,376.632   827,160.196   MT  0.99998090   +1 10 47.0
 AR1728;SPC FL N     -   263,702.33  2,713,774.74   sFT  0.99998090   +1 10 47.0
 AR1728;UTM  17      - 3,286,543.587   388,521.709   MT  0.99975333   -0 34 15.9
 AR1728
 AR1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1728!SPC FL N     -   0.99999811  x   0.99998090  =   0.99997901
 AR1728!UTM  17      -   0.99999811  x   0.99975333  =   0.99975144
 AR1728
 AR1728                          SUPERSEDED SURVEY CONTROL
 AR1728
 AR1728  NAD 83(1990)-  29 42 14.43542(N)    082 09 08.63191(W) AD(       ) 2
 AR1728  ELLIP H (05/01/91)   11.98   (m)                       GP(       ) 4 1
 AR1728  NAD 83(1986)-  29 42 14.44514(N)    082 09 08.63701(W) AD(       ) 2
 AR1728  NGVD 29 (11/17/89)   40.4    (m)          133.     (f) GPS OBS        
 AR1728
 AR1728.Superseded values are not recommended for survey control.
 AR1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1728.See file dsdata.txt to determine how the superseded data were derived.
 AR1728
 AR1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8852286544(NAD 83)
 AR1728_MARKER: DD = SURVEY DISK
 AR1728_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1728_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1728_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1728+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1728
 AR1728  HISTORY     - Date     Condition        Report By
 AR1728  HISTORY     - 1988     MONUMENTED       PMC
 AR1728
 AR1728                          STATION DESCRIPTION
 AR1728
 AR1728'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1728'THE STATION IS LOCATED ABOUT 19.0 KM (11.8 MI)
 AR1728'NORTHEAST OF THE CITY OF GAINESVILLE.
 AR1728'OWNERSHIP--PRIVATE.
 AR1728'
 AR1728'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND SR 26 IN
 AR1728'ORANGE HEIGHTS, GO WEST FOR 1.3 KM (0.8 MI) ON SR 26 TO A DIRT ROAD
 AR1728'HEADING SOUTHEAST,
 AR1728'TURN LEFT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) ON THE DIRT ROAD
 AR1728'TO THE AZIMUTH MARK ON THE LEFT,
 AR1728'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 AR1728'0.5 KM (0.3 MI) ON DIRT ROAD TO THE STATION ON THE LEFT.
 AR1728'
 AR1728'THE STATION IS A STANDARD AC GIS DISK
 AR1728'STAMPED---STATION A035---,
 AR1728'SET INTO THE GROUND 9 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1728'8.94 METERS (29.33 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1728'8.11 METERS (26.62 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1728'7.05 METERS (23.12 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1728'10.17 METERS (33.37 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1728'
 AR1728'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1728'STAMPED---AZIMUTH A036---,
 AR1728'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1728'11.17 METERS (36.66 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1728'4.40 METERS (14.44 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1728'11.14 METERS (36.54 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1728'10.82 METERS (35.51 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1728'0.2 METERS (.8 FT) SOUTHEAST OF A CARSONITE POST SET.  TO REACH THE
 AR1728'AZIMUTH FROM THE STATION, GO NORTHEAST FOR 0.48 KM (0.3 MI) ON THE
 AR1728'DIRT ROAD TO THE AZIMUTH MARK 8.2 METERS (27 FT) EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1729 ***********************************************************************
 AR1729  DESIGNATION -  A 037
 AR1729  PID         -  AR1729
 AR1729  STATE/COUNTY-  FL/ALACHUA
 AR1729  USGS QUAD   -  MELROSE (1981)
 AR1729
 AR1729                         *CURRENT SURVEY CONTROL
 AR1729  ___________________________________________________________________
 AR1729* NAD 83(1999)-  29 42 09.57717(N)    082 05 57.79368(W)     ADJUSTED  
 AR1729* NAVD 88     -        48.1    (meters)     158.     (feet)  VERTCON   
 AR1729  ___________________________________________________________________
 AR1729  X           -     762,144.766 (meters)                     COMP
 AR1729  Y           -  -5,492,049.818 (meters)                     COMP
 AR1729  Z           -   3,141,796.765 (meters)                     COMP
 AR1729  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AR1729  ELLIP HEIGHT-          20.05  (meters)          (06/12/02) GPS OBS
 AR1729  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1729
 AR1729  HORZ ORDER  -  SECOND
 AR1729  ELLP ORDER  -  FOURTH    CLASS I
 AR1729
 AR1729.The horizontal coordinates were established by GPS observations
 AR1729.and adjusted by the National Geodetic Survey in June 2002..
 AR1729
 AR1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1729
 AR1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1729
 AR1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1729
 AR1729.The ellipsoidal height was determined by GPS observations
 AR1729.and is referenced to NAD 83.
 AR1729
 AR1729.The geoid height was determined by GEOID03.
 AR1729
 AR1729;                    North         East     Units Scale Factor Converg.
 AR1729;SPC FL N     -    80,333.850   832,292.033   MT  0.99998109   +1 12 22.9
 AR1729;SPC FL N     -   263,561.97  2,730,611.44   sFT  0.99998109   +1 12 22.9
 AR1729;UTM  17      - 3,286,344.063   393,648.640   MT  0.99973955   -0 32 41.3
 AR1729
 AR1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1729!SPC FL N     -   0.99999685  x   0.99998109  =   0.99997794
 AR1729!UTM  17      -   0.99999685  x   0.99973955  =   0.99973640
 AR1729
 AR1729                          SUPERSEDED SURVEY CONTROL
 AR1729
 AR1729  NAD 83(1990)-  29 42 09.57601(N)    082 05 57.79410(W) AD(       ) 2
 AR1729  ELLIP H (05/01/91)   20.01   (m)                       GP(       ) 4 1
 AR1729  NAD 83(1986)-  29 42 09.58577(N)    082 05 57.79926(W) AD(       ) 2
 AR1729  NGVD 29 (11/17/89)   48.4    (m)          159.     (f) GPS OBS        
 AR1729
 AR1729.Superseded values are not recommended for survey control.
 AR1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1729.See file dsdata.txt to determine how the superseded data were derived.
 AR1729
 AR1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9364986344(NAD 83)
 AR1729_MARKER: DD = SURVEY DISK
 AR1729_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1729_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1729_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1729+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1729
 AR1729  HISTORY     - Date     Condition        Report By
 AR1729  HISTORY     - 1988     MONUMENTED       PMC
 AR1729
 AR1729                          STATION DESCRIPTION
 AR1729
 AR1729'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1729'THE STATION IS LOCATED ABOUT 23.8 KM (14.8 MI)
 AR1729'NORTHEAST OF THE CITY OF GAINESVILLE.
 AR1729'OWNERSHIP--PRIVATE.
 AR1729'
 AR1729'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND SR 26 IN
 AR1729'ORANGE HEIGHTS, GO EAST FOR 3.9 KM (2.4 MI) ON SR 26 TO ACR NE 5B,
 AR1729'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON NE 5B TO THE
 AR1729'AZIMUTH MARK ON THE RIGHT,
 AR1729'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.5 KM (0.3 MI) ON NE 5B
 AR1729'TO THE STATION 5.9 METERS (19.5 FT) WEST OF NE 5B.
 AR1729'
 AR1729'THE STATION IS A STANDARD AC GIS DISK
 AR1729'STAMPED---STATION A037---,
 AR1729'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1729'11.52 METERS (37.79 FT) NORTHWEST FROM A NAIL AND CAP SET IN 8 IN
 AR1729'PINE (NO 3765),
 AR1729'5.71 METERS (18.74 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 10 IN
 AR1729'PINE (NO 3765),
 AR1729'35.92 METERS (117.86 FT) NORTHEAST FROM A NAIL AND CAP SET IN 6 IN
 AR1729'PERSIMMON (NO 3765),
 AR1729'12.74 METERS (41.80 FT) NORTH FROM A NAIL AND CAP SET IN 10 IN PINE
 AR1729'(NO 3765), 0.6 METERS (2 FT) EAST OF A CARSONITE WITNESS POST SET.
 AR1729'
 AR1729'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1729'STAMPED---AZIMUTH A038---,
 AR1729'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1729'16.12 METERS (52.88 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1729'POLE (NO 3765),
 AR1729'12.56 METERS (41.21 FT) EAST FROM A NAIL AND CAP SET IN 6 IN
 AR1729'OAK (NO 3765),
 AR1729'19.59 METERS (64.28 FT) WEST FROM A NAIL AND CAP SET IN 8 IN OAK
 AR1729'(NO 3765), 0.6 METERS (2 FT) EAST OF A CARSONITE WITNESS POST SET.
 AR1729'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH FOR 487.7 METERS
 AR1729'(1600 FT) ON NE 5B TO THE AZIMUTH MARK ON THE LEFT.
 AR1729'THE AZIMUTH MARK IS 5.9 METERS (19.5 FT) WEST OF NE 5B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1730 ***********************************************************************
 AR1730  DESIGNATION -  A 039
 AR1730  PID         -  AR1730
 AR1730  STATE/COUNTY-  FL/ALACHUA
 AR1730  USGS QUAD   -  MELROSE (1981)
 AR1730
 AR1730                         *CURRENT SURVEY CONTROL
 AR1730  ___________________________________________________________________
 AR1730* NAD 83(1999)-  29 42 34.73303(N)    082 03 10.26058(W)     ADJUSTED  
 AR1730* NAVD 88     -        48.615  (meters)     159.50   (feet)  ADJUSTED  
 AR1730  ___________________________________________________________________
 AR1730  X           -     766,552.297 (meters)                     COMP
 AR1730  Y           -  -5,491,049.403 (meters)                     COMP
 AR1730  Z           -   3,142,469.882 (meters)                     COMP
 AR1730  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AR1730  ELLIP HEIGHT-          20.73  (meters)          (06/19/01) GPS OBS
 AR1730  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AR1730  DYNAMIC HT  -          48.550 (meters)     159.28  (feet)  COMP
 AR1730  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 AR1730
 AR1730  HORZ ORDER  -  FIRST
 AR1730  VERT ORDER  -  SECOND    CLASS I
 AR1730  ELLP ORDER  -  FOURTH    CLASS I
 AR1730
 AR1730.The horizontal coordinates were established by GPS observations
 AR1730.and adjusted by the National Geodetic Survey in June 2001..
 AR1730
 AR1730.The orthometric height was determined by differential leveling
 AR1730.and adjusted by the National Geodetic Survey in September 1997..
 AR1730
 AR1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1730
 AR1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1730
 AR1730.The ellipsoidal height was determined by GPS observations
 AR1730.and is referenced to NAD 83.
 AR1730
 AR1730.The geoid height was determined by GEOID03.
 AR1730
 AR1730.The dynamic height is computed by dividing the NAVD 88
 AR1730.geopotential number by the normal gravity value computed on the
 AR1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1730.degrees latitude (g = 980.6199 gals.).
 AR1730
 AR1730.The modeled gravity was interpolated from observed gravity values.
 AR1730
 AR1730;                    North         East     Units Scale Factor Converg.
 AR1730;SPC FL N     -    81,203.961   836,777.812   MT  0.99998012   +1 13 47.1
 AR1730;SPC FL N     -   266,416.66  2,745,328.54   sFT  0.99998012   +1 13 47.1
 AR1730;UTM  17      - 3,287,076.490   398,157.802   MT  0.99972797   -0 31 18.6
 AR1730
 AR1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1730!SPC FL N     -   0.99999674  x   0.99998012  =   0.99997686
 AR1730!UTM  17      -   0.99999674  x   0.99972797  =   0.99972472
 AR1730
 AR1730                          SUPERSEDED SURVEY CONTROL
 AR1730
 AR1730  NAD 83(1990)-  29 42 34.73161(N)    082 03 10.26128(W) AD(       ) 1
 AR1730  NAD 83(1990)-  29 42 34.73161(N)    082 03 10.26128(W) AD(       ) 2
 AR1730  ELLIP H (05/01/91)   20.67   (m)                       GP(       ) 4 1
 AR1730  NAD 83(1986)-  29 42 34.74134(N)    082 03 10.26640(W) AD(       ) 2
 AR1730  NGVD 29 (11/17/89)   49.1    (m)          161.     (f) GPS OBS        
 AR1730
 AR1730.Superseded values are not recommended for survey control.
 AR1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1730.See file dsdata.txt to determine how the superseded data were derived.
 AR1730
 AR1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9815887076(NAD 83)
 AR1730_MARKER: DD = SURVEY DISK
 AR1730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1730_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1730_STAMPING: A039
 AR1730_MARK LOGO: FL-001
 AR1730_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1730+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 AR1730
 AR1730  HISTORY     - Date     Condition        Report By
 AR1730  HISTORY     - 1988     MONUMENTED       PMC
 AR1730  HISTORY     - 19950228 GOOD             KEISCH
 AR1730  HISTORY     - 19960626 GOOD             FLDEP
 AR1730
 AR1730                          STATION DESCRIPTION
 AR1730
 AR1730'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1730'THE STATION IS LOCATED ABOUT 28.3 KM (17.6 MI)
 AR1730'NORTHEAST OF THE CITY OF GAINESVILLE.
 AR1730'OWNERSHIP--SR 26 R/W.
 AR1730'
 AR1730'TO REACH THE STATION FROM THE INTERSECTION OF PUTNAM COUNTY ROAD
 AR1730'21 AND SR 26 IN MELROSE, GO WEST FOR 0.8 KM (0.5 MI) ON SR 26 TO
 AR1730'QUAIL ST (NE 1A), GO EAST FOR 43.0 M (141.0 FT) TO THE STATION
 AR1730'9.4 METERS (31 FT) SOUTH OF THE CENTERLINE OF SR26.
 AR1730'
 AR1730'THE STATION IS A STANDARD AC GIS DISK
 AR1730'STAMPED---STATION A039---,
 AR1730'SET INTO THE GROUND 9 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1730'37.16 METERS (121.90 FT) SOUTHEAST FROM A NAIL AND CAP IN POWER
 AR1730'POLE (NO 3765),
 AR1730'25.77 METERS (84.57 FT) SOUTHWEST FROM A NAIL AND CAP IN POWER POLE
 AR1730'(NO 3765),
 AR1730'14.62 METERS (47.97 FT) NORTHEAST FROM A NAIL AND CAP SET IN
 AR1730'ASPHALT (NO 3765),
 AR1730'16.27 METERS (53.39 FT) NORTHWEST FROM A NAIL AND CAP SET IN
 AR1730'ASPHALT (NO 3765),
 AR1730'
 AR1730'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1730'STAMPED---AZIMUTH A040---,
 AR1730'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1730'21.70 METERS (71.21 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 7 IN
 AR1730'OAK (NO 3765),
 AR1730'1.35 METERS (4.43 FT) NORTHEAST FROM A NAIL AND CAP SET IN POWER
 AR1730'POLE (NO 3765),
 AR1730'31.55 METERS (103.52 FT) SOUTHEAST FROM A NAIL AND CAP SET IN
 AR1730'TRIPLE 12 IN OAKS (NO 3765),
 AR1730'25.75 METERS (84.49 FT) NORTHWEST FROM A X-CUT SET IN NORTH END OF
 AR1730'CONC. HEADWALL, .5 METERS (1.5 FT) WEST OF A CARSONITE POST SET.
 AR1730'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.56 KM (0.35 MI)
 AR1730'ON SR 26 TO THE AZIMUTH 12 METERS (41 FT) WEST OF DOGWOOD LANE.
 AR1730
 AR1730                          STATION RECOVERY (1995)
 AR1730
 AR1730'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AR1730'RECOVERED AS DESCRIBED.
 AR1730
 AR1730                          STATION RECOVERY (1996)
 AR1730
 AR1730'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AR1730'THE MARK IS ABOUT 0.5 MI (0.8 KM) WEST OF MELROSE, 6.5 MI (10.5 KM)
 AR1730'WEST OF PUTNAM HALL AND 18.5 MI (29.8 KM) EAST OF GAINESVILLE ON STATE
 AR1730'ROAD 26 IN SECTION 13, TOWNSHIP 9 SOUTH, RANGE 22 EAST. TO REACH THE
 AR1730'MARK FROM THE POST OFFICE IN MELROSE ON STATE ROAD 21, GO SOUTH ON
 AR1730'STATE ROAD 21 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF STATE ROAD
 AR1730'26, TURN RIGHT ON STATE ROAD 26 AND GO WEST FOR 0.55 MI (0.89 KM) TO
 AR1730'THE MARK ON THE LEFT, AN ALUMNUM ALLOY ROD DRIVEN INTO THE GROUND, THE
 AR1730'DISK IS RECESSED IN A 6-INCH PVC PIPE 0.4 FT (12.2 CM) BELOW THE LEVEL
 AR1730'OF THE GROUND AND LEVEL WITH STATE ROAD 26,  217.0 FT (66.1 M) WEST OF
 AR1730'THE APPROXIMATE CENTERLINE OF TROUT STREET (A PAVED ROAD LEADING
 AR1730'SOUTH), 140.0 FT (42.7 M) EAST OF THE APPOXIMATE CENTERLINE OF QUIL
 AR1730'STREET (A DIRT ROAD LEADING SOUTH), 115.3 FT (35.1 M) NORTH OF THE
 AR1730'NORTH FACE OF THE M AND S BANK, 30.2 FT (9.2 M) SOUTH OF THE
 AR1730'CENTERLINE OF STATE ROAD 26, 21.0 FT (6.4 M) NORTH OF THE M AND S BANK
 AR1730'SIGN AND 0.7 FT (21.3 CM) SOUTH OF THE SOUTH END OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9639 ***********************************************************************
 AC9639  DESIGNATION -  A 040 AZ MK
 AC9639  PID         -  AC9639
 AC9639  STATE/COUNTY-  FL/ALACHUA
 AC9639  USGS QUAD   -  MELROSE (1981)
 AC9639
 AC9639                         *CURRENT SURVEY CONTROL
 AC9639  ___________________________________________________________________
 AC9639* NAD 83(1986)-  29 42 33.     (N)    082 03 32.     (W)     SCALED    
 AC9639* NAVD 88     -        44.247  (meters)     145.17   (feet)  ADJUSTED  
 AC9639  ___________________________________________________________________
 AC9639  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AC9639  DYNAMIC HT  -          44.188 (meters)     144.97  (feet)  COMP
 AC9639  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 AC9639
 AC9639  VERT ORDER  -  SECOND    CLASS I
 AC9639
 AC9639.The horizontal coordinates were scaled from a topographic map and have
 AC9639.an estimated accuracy of +/- 6 seconds.
 AC9639
 AC9639.The orthometric height was determined by differential leveling
 AC9639.and adjusted by the National Geodetic Survey in September 1997..
 AC9639
 AC9639.The geoid height was determined by GEOID03.
 AC9639
 AC9639.The dynamic height is computed by dividing the NAVD 88
 AC9639.geopotential number by the normal gravity value computed on the
 AC9639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9639.degrees latitude (g = 980.6199 gals.).
 AC9639
 AC9639.The modeled gravity was interpolated from observed gravity values.
 AC9639
 AC9639;                    North         East    Units  Estimated Accuracy
 AC9639;SPC FL N     -    81,140.      836,200.      MT  (+/- 180 meters Scaled)
 AC9639
 AC9639                          SUPERSEDED SURVEY CONTROL
 AC9639
 AC9639.No superseded survey control is available for this station.
 AC9639
 AC9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN975870(NAD 83)
 AC9639_MARKER: DD = SURVEY DISK
 AC9639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9639_STAMPING: A040 AZIMUTH
 AC9639_MARK LOGO: FL-001
 AC9639_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC9639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9639+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1996
 AC9639_ROD/PIPE-DEPTH: 8.23 meters
 AC9639
 AC9639  HISTORY     - Date     Condition        Report By
 AC9639  HISTORY     - 1988     MONUMENTED       PMC
 AC9639  HISTORY     - 19960330 GOOD             FLDEP
 AC9639
 AC9639                          STATION DESCRIPTION
 AC9639
 AC9639'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AC9639'THE STATION (A 039) IS LOCATED ABOUT 28.3 KM (17.6 MI) NORTHEAST OF
 AC9639'THE CITY OF GAINESVILLE.
 AC9639'
 AC9639'TO REACH THE STATION FROM THE INTERSECTION OF PUTNAM COUNTY ROAD 21
 AC9639'AND SR 26 IN MELROSE, GO WEST FOR 0.8 KM (0.5 MI) ON SR 26 TO QUAIL ST
 AC9639'(NE 1A), GO EAST FOR 43.0 M (141.0 FT) TO THE STATION (A 039) 9.4
 AC9639'METERS (31 FT) SOUTH OF THE CENTERLINE OF SR26.
 AC9639'
 AC9639'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.56 KM (0.35 MI)
 AC9639'ON SR 26 TO THE AZIMUTH 12 METERS (41 FT) WEST OF DOGWOOD LANE.
 AC9639'
 AC9639'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK STAMPED---AZIMUTH
 AC9639'A040---, SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE) 21.70
 AC9639'METERS (71.21 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 7 IN OAK (NO
 AC9639'3765), 1.35 METERS (4.43 FT) NORTHEAST FROM A NAIL AND CAP SET IN
 AC9639'POWER POLE (NO 3765), 31.55 METERS (103.52 FT) SOUTHEAST FROM A NAIL
 AC9639'AND CAP SET IN TRIPLE 12 IN OAKS (NO 3765), 25.75 METERS (84.49 FT)
 AC9639'NORTHWEST FROM A X-CUT SET IN NORTH END OF CONC. HEADWALL, .5 METERS
 AC9639'(1.5 FT) WEST OF A CARSONITE POST SET.
 AC9639
 AC9639                          STATION RECOVERY (1996)
 AC9639
 AC9639'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9639'THE MARK IS ABOUT 1.0 MI (1.6 KM) WEST OF MELROSE, 6.0 MI (9.7 KM)
 AC9639'WEST OF PUTNAM HALL AND 19.0 MI (30.6 KM) EAST OF GAINESVILLE ON STATE
 AC9639'ROAD 26 IN SECTION 13, TOWNSHIP 9 SOUTH, RANGE 22 EAST. TO REACH THE
 AC9639'MARK FROM THE POST OFFICE IN MELROSE ON STATE ROAD 21, GO SOUTH ON
 AC9639'STATE ROAD 21 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF STATE ROAD
 AC9639'26, TURN RIGHT ON STATE ROAD 26 AND GO WEST FOR 0.9 MI (1.4 KM) TO THE
 AC9639'MARK ON THE RIGHT, AN ALUMNUM ALLOY ROD DRIVEN INTO THE GROUND, THE
 AC9639'DISK IS RECESSED IN A 6-INCH PVC PIPE 0.4 FT (12.2 CM) BELOW THE LEVEL
 AC9639'OF THE GROUND. LOCATED 56.3 FT (17.2 M) NORTH OF THE CENTERLINE OF
 AC9639'STATE ROAD 26, 42.6 FT (13.0 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AC9639'DOGWOOD LANE, 4.3 FT (1.3 M) NORTHEAST OF POWER POLE NUMBER T-50A AND
 AC9639'1.2 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1731 ***********************************************************************
 AR1731  DESIGNATION -  A 041
 AR1731  PID         -  AR1731
 AR1731  STATE/COUNTY-  FL/ALACHUA
 AR1731  USGS QUAD   -  KEYSTONE HEIGHTS (1993)
 AR1731
 AR1731                         *CURRENT SURVEY CONTROL
 AR1731  ___________________________________________________________________
 AR1731* NAD 83(1999)-  29 47 22.43583(N)    082 06 47.11086(W)     ADJUSTED  
 AR1731* NAVD 88     -        44.2    (meters)     145.     (feet)  VERTCON   
 AR1731  ___________________________________________________________________
 AR1731  X           -     760,175.282 (meters)                     COMP
 AR1731  Y           -  -5,487,494.002 (meters)                     COMP
 AR1731  Z           -   3,150,158.721 (meters)                     COMP
 AR1731  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AR1731  ELLIP HEIGHT-          16.03  (meters)          (06/12/02) GPS OBS
 AR1731  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1731
 AR1731  HORZ ORDER  -  SECOND
 AR1731  ELLP ORDER  -  FOURTH    CLASS I
 AR1731
 AR1731.The horizontal coordinates were established by GPS observations
 AR1731.and adjusted by the National Geodetic Survey in June 2002..
 AR1731
 AR1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1731
 AR1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1731
 AR1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1731
 AR1731.The ellipsoidal height was determined by GPS observations
 AR1731.and is referenced to NAD 83.
 AR1731
 AR1731.The geoid height was determined by GEOID03.
 AR1731
 AR1731;                    North         East     Units Scale Factor Converg.
 AR1731;SPC FL N     -    89,936.952   830,764.988   MT  0.99997002   +1 11 58.1
 AR1731;SPC FL N     -   295,068.15  2,725,601.46   sFT  0.99997002   +1 11 58.1
 AR1731;SPC FL E     -   605,061.564    92,379.452   MT  1.00008403   -0 33 11.0
 AR1731;SPC FL E     - 1,985,106.15    303,081.59   sFT  1.00008403   -0 33 11.0
 AR1731;UTM  17      - 3,295,987.101   392,416.172   MT  0.99974280   -0 33 11.0
 AR1731
 AR1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1731!SPC FL N     -   0.99999748  x   0.99997002  =   0.99996750
 AR1731!SPC FL E     -   0.99999748  x   1.00008403  =   1.00008151
 AR1731!UTM  17      -   0.99999748  x   0.99974280  =   0.99974028
 AR1731
 AR1731                          SUPERSEDED SURVEY CONTROL
 AR1731
 AR1731  NAD 83(1990)-  29 47 22.43445(N)    082 06 47.11107(W) AD(       ) 2
 AR1731  ELLIP H (05/01/91)   16.02   (m)                       GP(       ) 4 1
 AR1731  NAD 83(1986)-  29 47 22.44411(N)    082 06 47.11523(W) AD(       ) 2
 AR1731  NGVD 29 (11/17/89)   44.5    (m)          146.     (f) GPS OBS        
 AR1731
 AR1731.Superseded values are not recommended for survey control.
 AR1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1731.See file dsdata.txt to determine how the superseded data were derived.
 AR1731
 AR1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9241695987(NAD 83)
 AR1731_MARKER: DD = SURVEY DISK
 AR1731_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1731_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1731_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1731+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1731
 AR1731  HISTORY     - Date     Condition        Report By
 AR1731  HISTORY     - 1988     MONUMENTED       PMC
 AR1731
 AR1731                          STATION DESCRIPTION
 AR1731
 AR1731'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1731'THE STATION IS LOCATED ABOUT 26.5 KM (16.5 MI)
 AR1731'NORTHEAST OF THE CITY OF GAINESVILLE.
 AR1731'OWNERSHIP--PRIVATE.
 AR1731'
 AR1731'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 301 AND S.R.
 AR1731'26 AT ORANGE HEIGHTS, GO NORTH FOR 4.7 KM (2.9 MI) ON U.S. HWY 301
 AR1731'TO ALACHUA COUNTY ROAD 1471,
 AR1731'GO NORTHEAST FOR 2.3 KM (1.4 MI) ON ACR 1471 TO N.E. 26,
 AR1731'TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI) ON N.E. 26 TO THE
 AR1731'JUNCTION OF FOUR ROADS (N.E. 7B TO THE SOUTH, HICKORY AVE TO THE
 AR1731'NORTH),
 AR1731'TURN LEFT AND GO NORTH FOR 0.7 KM (0.45 MI) ON HICKORY AVE. (DIRT)
 AR1731'TO A WYE IN THE ROAD, AT THE WYE BEAR RIGHT PASSING THROUGH A GATE
 AR1731'INTO A WOODED PASTURE,
 AR1731'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.0 KM (0.6 MI) ON DIRT
 AR1731'ROAD (MEANDERING) TO OLD CATTLE PENS AND THE STATION.
 AR1731'
 AR1731'THE STATION IS A STANDARD AC GIS DISK
 AR1731'STAMPED---STATION A041---,
 AR1731'SET INTO GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1731'4.10 METERS (13.45 FT) EAST FROM A REBAR AND CAP SET (NO 3765),
 AR1731'5.76 METERS (18.88 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1731'4.73 METERS (15.51 FT) WEST FROM A REBAR AND CAP SET (NO 3765),
 AR1731'4.58 METERS (15.03 FT) SOUTH FROM A REBAR AND CAP SET (NO 3765),
 AR1731'
 AR1731'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1731'STAMPED---AZIMUTH A042---,
 AR1731'SET INTO GROUND 51 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1731'18.71 METERS (61.40 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1731'SET IN 26 IN OAK,
 AR1731'3.44 METERS (11.27 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1731'SET IN TWIN 24 IN OAKS,
 AR1731'9.07 METERS (29.76 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1731'SET IN TWIN 24 IN OAKS, 1.1 METERS (3.6 FT) WEST OF A CARSONITE
 AR1731'WITNESS POST SET.  TO REACH THE AZIMUTH FROM THE STATION,
 AR1731'GO SOUTH FOR .48 KM (.3 MI) ON THROUGH A PASTURE TO THE AZIMUTH ON
 AR1731'THE RIGHT. THE AZIMUTH MARK IS 14.6 METERS (48 FEET) EAST OF THE
 AR1731'NORTH-SOUTH FENCE LINE AND ON THE EASTERLY PROJECTION OF THE NORTH
 AR1731'WALL LINE OF A CONCRETE BLOCK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1732 ***********************************************************************
 AR1732  DESIGNATION -  A 043
 AR1732  PID         -  AR1732
 AR1732  STATE/COUNTY-  FL/ALACHUA
 AR1732  USGS QUAD   -  MELROSE (1981)
 AR1732
 AR1732                         *CURRENT SURVEY CONTROL
 AR1732  ___________________________________________________________________
 AR1732* NAD 83(1999)-  29 44 18.09388(N)    082 06 15.73928(W)     ADJUSTED  
 AR1732* NAVD 88     -        53.4    (meters)     175.     (feet)  VERTCON   
 AR1732  ___________________________________________________________________
 AR1732  X           -     761,398.061 (meters)                     COMP
 AR1732  Y           -  -5,490,177.312 (meters)                     COMP
 AR1732  Z           -   3,145,235.960 (meters)                     COMP
 AR1732  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AR1732  ELLIP HEIGHT-          25.23  (meters)          (06/12/02) GPS OBS
 AR1732  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1732
 AR1732  HORZ ORDER  -  SECOND
 AR1732  ELLP ORDER  -  FOURTH    CLASS I
 AR1732
 AR1732.The horizontal coordinates were established by GPS observations
 AR1732.and adjusted by the National Geodetic Survey in June 2002..
 AR1732
 AR1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1732
 AR1732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1732
 AR1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1732
 AR1732.The ellipsoidal height was determined by GPS observations
 AR1732.and is referenced to NAD 83.
 AR1732
 AR1732.The geoid height was determined by GEOID03.
 AR1732
 AR1732;                    North         East     Units Scale Factor Converg.
 AR1732;SPC FL N     -    84,279.909   831,726.610   MT  0.99997627   +1 12 13.9
 AR1732;SPC FL N     -   276,508.33  2,728,756.39   sFT  0.99997627   +1 12 13.9
 AR1732;UTM  17      - 3,290,304.616   393,204.194   MT  0.99974072   -0 32 52.3
 AR1732
 AR1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1732!SPC FL N     -   0.99999604  x   0.99997627  =   0.99997231
 AR1732!UTM  17      -   0.99999604  x   0.99974072  =   0.99973676
 AR1732
 AR1732                          SUPERSEDED SURVEY CONTROL
 AR1732
 AR1732  NAD 83(1990)-  29 44 18.09252(N)    082 06 15.73966(W) AD(       ) 2
 AR1732  ELLIP H (05/01/91)   25.22   (m)                       GP(       ) 4 1
 AR1732  NAD 83(1986)-  29 44 18.10241(N)    082 06 15.74471(W) AD(       ) 2
 AR1732  NGVD 29 (11/17/89)   53.7    (m)          176.     (f) GPS OBS        
 AR1732
 AR1732.Superseded values are not recommended for survey control.
 AR1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1732.See file dsdata.txt to determine how the superseded data were derived.
 AR1732
 AR1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9320490305(NAD 83)
 AR1732_MARKER: DD = SURVEY DISK
 AR1732_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1732_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1732_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1732+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1732
 AR1732  HISTORY     - Date     Condition        Report By
 AR1732  HISTORY     - 1988     MONUMENTED       PMC
 AR1732
 AR1732                          STATION DESCRIPTION
 AR1732
 AR1732'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1732'THE STATION IS LOCATED ABOUT 24.6 KM (15.3 MI)
 AR1732'NORTHEAST OF GAINESVILLE.
 AR1732'OWNERSHIP---R/W OF ACR 1469.
 AR1732'
 AR1732'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 301 AND SR
 AR1732'26 AT ORANGE HEIGHTS, GO EAST FOR 3.2 KM (2.0 MI) ON SR 26
 AR1732'TURN LEFT AND GO NORTH FOR 1.8 KM (1.1 MI) ON ACR 1469 TO NE 32A
 AR1732'AND THE STATION ON THE RIGHT.  THE STATION IS 59.4 METERS (195 FEET)
 AR1732'SOUTH OF AN EAST-WEST DIRT ROAD, 24.1 METERS (79 FEET) SOUTH OF A
 AR1732'POWER POLE, 1.2 METERS (4 FEET) WEST OF A FENCE AND 10.4 METERS
 AR1732'(34 FEET) EAST OF ACR 1469.
 AR1732'
 AR1732'THE STATION IS A STANDARD AC GIS DISK
 AR1732'STAMPED---STATION A043---,
 AR1732'SET INTO GROUND 12 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1732'14.61 METERS (47.94 FT) NORTHEAST FROM A NAIL AND CAP (NO.
 AR1732'3765) SET IN APPROX CENTERLINE OF ACR 1469,
 AR1732'28.33 METERS (92.94 FT) SOUTHEAST FROM A NAIL AND CAP (NO. 3765)
 AR1732'SET IN GUY POLE,
 AR1732'24.06 METERS (78.95 FT) SOUTH FROM A NAIL AND CAP (NO. 3765) SET
 AR1732'IN POWER POLE, 1.2 METERS (4 FT) WEST OF CARSONITE POST SET,
 AR1732'7.94 METERS (26.06 FT) NORTH FROM A REBAR AND CAP (NO. 3765) SET.
 AR1732'
 AR1732'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1732'STAMPED---AZIMUTH A044---,
 AR1732'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1732'18.83 METERS (61.78 FT) WEST FROM A NAIL AND CAP (NO. 3765) SET
 AR1732'IN 8 IN. OAK,
 AR1732'6.10 METERS (20.01 FT) SOUTH FROM A NAIL AND CAP (NO. 3765) SET
 AR1732'IN A POWER POLE,
 AR1732'24.95 METERS (81.86 FT) NORTHEAST FROM A NAIL AND CAP (NO. 3765)
 AR1732'SET IN A 28 IN. PECAN TREE, 0.9 METERS (3 FT) EAST OF CARSONITE
 AR1732'WITNESS POST SET.  TO REACH THE AZIMUTH FROM THE STATION,
 AR1732'GO NORTH FOR 0.56 KM (0.35 MI) ON ACR 1469, MARK IS 9.1 METERS
 AR1732'(30 FEET) WEST OF ACR 1469, 3 METERS (10 FEET) SOUTH OF A
 AR1732'DRIVEWAY, AND 0.9 METERS (3 FEET) SOUTHEAST OF A CONCRETE
 AR1732'PEDESTAL WITH THE NAME -ADKINS-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1733 ***********************************************************************
 AR1733  DESIGNATION -  A 045
 AR1733  PID         -  AR1733
 AR1733  STATE/COUNTY-  FL/ALACHUA
 AR1733  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AR1733
 AR1733                         *CURRENT SURVEY CONTROL
 AR1733  ___________________________________________________________________
 AR1733* NAD 83(1999)-  29 44 16.59639(N)    082 09 09.80052(W)     ADJUSTED  
 AR1733* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 AR1733  ___________________________________________________________________
 AR1733  X           -     756,767.016 (meters)                     COMP
 AR1733  Y           -  -5,490,834.112 (meters)                     COMP
 AR1733  Z           -   3,145,192.217 (meters)                     COMP
 AR1733  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AR1733  ELLIP HEIGHT-          17.76  (meters)          (06/12/02) GPS OBS
 AR1733  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1733
 AR1733  HORZ ORDER  -  SECOND
 AR1733  ELLP ORDER  -  FOURTH    CLASS I
 AR1733
 AR1733.The horizontal coordinates were established by GPS observations
 AR1733.and adjusted by the National Geodetic Survey in June 2002..
 AR1733
 AR1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1733
 AR1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1733
 AR1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1733
 AR1733.The ellipsoidal height was determined by GPS observations
 AR1733.and is referenced to NAD 83.
 AR1733
 AR1733.The geoid height was determined by GEOID03.
 AR1733
 AR1733;                    North         East     Units Scale Factor Converg.
 AR1733;SPC FL N     -    84,136.534   827,051.349   MT  0.99997632   +1 10 46.4
 AR1733;SPC FL N     -   276,037.95  2,713,417.63   sFT  0.99997632   +1 10 46.4
 AR1733;UTM  17      - 3,290,304.212   388,527.806   MT  0.99975332   -0 34 18.7
 AR1733
 AR1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1733!SPC FL N     -   0.99999721  x   0.99997632  =   0.99997353
 AR1733!UTM  17      -   0.99999721  x   0.99975332  =   0.99975053
 AR1733
 AR1733                          SUPERSEDED SURVEY CONTROL
 AR1733
 AR1733  NAD 83(1990)-  29 44 16.59500(N)    082 09 09.80086(W) AD(       ) 2
 AR1733  NAD 83(1986)-  29 44 16.60486(N)    082 09 09.80591(W) AD(       ) 2
 AR1733  NGVD 29 (11/17/89)   46.1    (m)          151.     (f) GPS OBS        
 AR1733
 AR1733.Superseded values are not recommended for survey control.
 AR1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1733.See file dsdata.txt to determine how the superseded data were derived.
 AR1733
 AR1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8852890304(NAD 83)
 AR1733_MARKER: DD = SURVEY DISK
 AR1733_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1733_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1733+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1733
 AR1733  HISTORY     - Date     Condition        Report By
 AR1733  HISTORY     - 1988     MONUMENTED       PMC
 AR1733
 AR1733                          STATION DESCRIPTION
 AR1733
 AR1733'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1733'THE STATION IS LOCATED ABOUT 20.4 KM (12.7 MI)
 AR1733'NORTHEAST OF GAINESVILLE.
 AR1733'OWNERSHIP--PRIVATE.
 AR1733'
 AR1733'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 301 AND
 AR1733'SR 24 IN WALDO, GO SOUTHWEST FOR 2.7 KM (1.7 MI) ON SR 24 TO
 AR1733'NE 17B,
 AR1733'TURN LEFT AND GO SOUTH FOR 2.7 KM (1.7 MI) ON NE 17B TO A HUNT
 AR1733'CLUB ON THE RIGHT AND A DIRT ROAD ON THE LEFT,
 AR1733'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.56 KM (0.35 MI)
 AR1733'TO ANOTHER DIRT ROAD ON THE LEFT,
 AR1733'TURN LEFT AND GO EAST FOR 2.2 KM (1.35 MI) ON THE DIRT ROAD TO
 AR1733'A BRIDGE,
 AR1733'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.1 KM (0.7 MI) ON THE
 AR1733'SAME DIRT ROAD TO ANOTHER DIRT ROAD ON THE RIGHT,
 AR1733'TURN RIGHT AND GO SOUTH ON THE DIRT ROAD 0.2 KM (0.1 MI) THROUGH
 AR1733'A TREE LINE TO AN OPEN AREA , THEN LEFT AND GO 0.6 KM (0.4 MI) TO
 AR1733'A JUNCTION OF FOUR TRAIL ROADS, TURN RIGHT AND GO O.2 KM (0.1 MI)
 AR1733'TO THE STATION ON THE LEFT.
 AR1733'
 AR1733'THE STATION IS A STANDARD AC GIS DISK
 AR1733'STAMPED---STATION A045---,
 AR1733'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1733'22.75 METERS (74.65 FT) NORTHWEST FROM A NAIL AND CAP (NO.3765)
 AR1733'SET IN A 10 IN. PINE,
 AR1733'13.29 METERS (43.61 FT) SOUTHEAST FROM A REBAR AND CAP (NO. 3765)
 AR1733'SET IN GROUND,
 AR1733'7.62 METERS (25.01 FT) NORTHEAST FROM A REBAR AND CAP (NO. 3765)
 AR1733'SET IN GROUND,
 AR1733'5.54 METERS (18.17 FT) SOUTHWEST FROM A REBAR AND CAP (NO. 3765)
 AR1733'SET IN GROUND, 0.24 METERS (0.8 FT) WEST OF CARSONITE POST SET.
 AR1733'
 AR1733'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1733'STAMPED---AZIMUTH A046---,
 AR1733'SET INTO GROUND 18 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1733'3.11 METERS (10.21 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1733'1.75 METERS (5.75 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN 10
 AR1733'PINE, 1.99 METERS (6.54 FT) WEST FROM A NAIL AND CAP (NO. 3765) SET
 AR1733'IN 10 IN PINE, 1.87 METERS (6.14 FT) NORTH FROM A REBAR AND CAP (NO
 AR1733'3765) SET, 0.24 METERS (0.8 FT) WEST OF A CARSONITE WITNESS POST SET,
 AR1733'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 0.16 KM (0.1 MI)
 AR1733'ON TRAIL ROAD TO JUNCTION OF 4 ROADS, TURN LEFT AND GO WEST FOR 0.48
 AR1733'KM (0.3 MI) ON DIRT ROAD TO THE AZIMUTH MARK ON THE LEFT.  THE
 AR1733'AZMIUTH IS LOCATED IN FENCE LINE BETWEEN 2-10 IN PINES, AND IS
 AR1733'3.0 METERS (10 FT) SOUTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1734 ***********************************************************************
 AR1734  DESIGNATION -  A 047
 AR1734  PID         -  AR1734
 AR1734  STATE/COUNTY-  FL/ALACHUA
 AR1734  USGS QUAD   -  WALDO (1991)
 AR1734
 AR1734                         *CURRENT SURVEY CONTROL
 AR1734  ___________________________________________________________________
 AR1734* NAD 83(1999)-  29 45 56.57098(N)    082 08 07.72304(W)     ADJUSTED  
 AR1734* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 AR1734  ___________________________________________________________________
 AR1734  X           -     758,211.152 (meters)                     COMP
 AR1734  Y           -  -5,489,097.731 (meters)                     COMP
 AR1734  Z           -   3,147,867.594 (meters)                     COMP
 AR1734  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AR1734  ELLIP HEIGHT-          23.42  (meters)          (06/12/02) GPS OBS
 AR1734  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1734
 AR1734  HORZ ORDER  -  SECOND
 AR1734  ELLP ORDER  -  FOURTH    CLASS I
 AR1734
 AR1734.The horizontal coordinates were established by GPS observations
 AR1734.and adjusted by the National Geodetic Survey in June 2002..
 AR1734
 AR1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1734
 AR1734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1734
 AR1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1734
 AR1734.The ellipsoidal height was determined by GPS observations
 AR1734.and is referenced to NAD 83.
 AR1734
 AR1734.The geoid height was determined by GEOID03.
 AR1734
 AR1734;                    North         East     Units Scale Factor Converg.
 AR1734;SPC FL N     -    87,248.596   828,655.258   MT  0.99997283   +1 11 17.6
 AR1734;SPC FL N     -   286,248.10  2,718,679.79   sFT  0.99997283   +1 11 17.6
 AR1734;UTM  17      - 3,293,365.106   390,225.717   MT  0.99974868   -0 33 49.6
 AR1734
 AR1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1734!SPC FL N     -   0.99999632  x   0.99997283  =   0.99996915
 AR1734!UTM  17      -   0.99999632  x   0.99974868  =   0.99974500
 AR1734
 AR1734                          SUPERSEDED SURVEY CONTROL
 AR1734
 AR1734  NAD 83(1990)-  29 45 56.56960(N)    082 08 07.72327(W) AD(       ) 2
 AR1734  ELLIP H (05/01/91)   23.41   (m)                       GP(       ) 4 1
 AR1734  NAD 83(1986)-  29 45 56.57937(N)    082 08 07.72776(W) AD(       ) 2
 AR1734  NGVD 29 (11/17/89)   51.8    (m)          170.     (f) GPS OBS        
 AR1734
 AR1734.Superseded values are not recommended for survey control.
 AR1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1734.See file dsdata.txt to determine how the superseded data were derived.
 AR1734
 AR1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9022693365(NAD 83)
 AR1734_MARKER: DD = SURVEY DISK
 AR1734_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1734_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1734_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1734+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1734
 AR1734  HISTORY     - Date     Condition        Report By
 AR1734  HISTORY     - 1988     MONUMENTED       PMC
 AR1734
 AR1734                          STATION DESCRIPTION
 AR1734
 AR1734'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1734'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI)
 AR1734'NORTHEAST OF GAINESVILLE.
 AR1734'OWNERSHIP--R/W OF ACR 1471.
 AR1734'
 AR1734'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF
 AR1734'SR 24 AND U.S. 301 IN WALDO, GO SOUTH FOR 4.2 KM (2.6 MI) ON U.S.
 AR1734'301 TO THE JUNCTION OF ACR 1469 AND U.S. 301,
 AR1734'GO SOUTHEAST FOR 152.4 METERS (500.0 FT) ON ACR 1469 TO THE
 AR1734'JUNCTION OF ACR 1471 AND ACR 1469,
 AR1734'GO NORTHEAST FOR 0.6 KM (0.4 MI) ON ACR 1471 TO THE STATION
 AR1734'ON THE RIGHT.
 AR1734'THE STATION LIES 51.8 METERS (170 FT) NORTHEAST OF THE INTERSECTION
 AR1734'OF NE 26C (A GRADED ROAD) AND ACR 1471.
 AR1734'
 AR1734'THE STATION IS A STANDARD AC GIS DISK
 AR1734'STAMPED---STATION A047---,
 AR1734'SET INTO GROUND 21 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1734'37.09 METERS (121.70 FT) SOUTHEAST FROM A NAIL AND CAP (NO. 3765)
 AR1734'SET IN A 16 IN. LONGLEAF PINE,
 AR1734'31.68 METERS (103.94 FT) SOUTHEAST FROM A NAIL AND CAP (NO. 3765)
 AR1734'SET IN AN 8 IN. WATER OAK,
 AR1734'50.11 METERS (164.41 FT) EAST FROM A NAIL AND CAP (NO. 3765) SET
 AR1734'IN AN 8 IN. PINE,
 AR1734'28.60 METERS (93.82 FT) NORTH FROM A NAIL AND CAP (NO. 3765) SET
 AR1734'IN AN 8 IN WATER OAK, 1.8 METERS (6 FT) NORTHWEST OF CARSONITE POST.
 AR1734'
 AR1734'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1734'STAMPED---AZIMUTH A048---,
 AR1734'SET INTO THE GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1734'6.93 METERS (22.73 FT) NORTHEAST FROM A CHISEL CUT IN A HEADWALL,
 AR1734'10.94 METERS (35.90 FT) NORTHWEST FROM A NAIL AND CAP (NO. 3765)
 AR1734'SET IN A 12 IN. PINE,
 AR1734'21.25 METERS (69.72 FT) SOUTHWEST FROM A NAIL AND CAP (NO. 3765)
 AR1734'SET IN A 16 IN. PINE, 0.5 METERS (1.5 FT) NORTH OF CARSONITE POST
 AR1734'SET.  TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST FOR
 AR1734'0.56 KM (0.35 MI) ON ACR 1471 TO THE AZIMUTH MARK ON THE SOUTH R/W
 AR1734'LINE OF ACR 1474 11.1 METERS (36.5 FT) SOUTHEAST OF E/P OF ACR 1474.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1735 ***********************************************************************
 AR1735  DESIGNATION -  A 049
 AR1735  PID         -  AR1735
 AR1735  STATE/COUNTY-  FL/ALACHUA
 AR1735  USGS QUAD   -  WALDO (1991)
 AR1735
 AR1735                         *CURRENT SURVEY CONTROL
 AR1735  ___________________________________________________________________
 AR1735* NAD 83(1999)-  29 50 07.27516(N)    082 08 19.18725(W)     ADJUSTED  
 AR1735* NAVD 88     -        43.3    (meters)     142.     (feet)  VERTCON   
 AR1735  ___________________________________________________________________
 AR1735  X           -     757,380.344 (meters)                     COMP
 AR1735  Y           -  -5,485,332.320 (meters)                     COMP
 AR1735  Z           -   3,154,562.210 (meters)                     COMP
 AR1735  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AR1735  ELLIP HEIGHT-          15.14  (meters)          (06/12/02) GPS OBS
 AR1735  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1735
 AR1735  HORZ ORDER  -  SECOND
 AR1735  ELLP ORDER  -  FOURTH    CLASS I
 AR1735
 AR1735.The horizontal coordinates were established by GPS observations
 AR1735.and adjusted by the National Geodetic Survey in June 2002..
 AR1735
 AR1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1735
 AR1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1735
 AR1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1735
 AR1735.The ellipsoidal height was determined by GPS observations
 AR1735.and is referenced to NAD 83.
 AR1735
 AR1735.The geoid height was determined by GEOID03.
 AR1735
 AR1735;                    North         East     Units Scale Factor Converg.
 AR1735;SPC FL N     -    94,959.854   828,187.492   MT  0.99996511   +1 11 11.9
 AR1735;SPC FL N     -   311,547.45  2,717,145.13   sFT  0.99996511   +1 11 11.9
 AR1735;UTM  17      - 3,301,085.365   389,994.060   MT  0.99974931   -0 33 59.6
 AR1735
 AR1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1735!SPC FL N     -   0.99999762  x   0.99996511  =   0.99996273
 AR1735!UTM  17      -   0.99999762  x   0.99974931  =   0.99974693
 AR1735
 AR1735                          SUPERSEDED SURVEY CONTROL
 AR1735
 AR1735  NAD 83(1990)-  29 50 07.27380(N)    082 08 19.18738(W) AD(       ) 2
 AR1735  NAD 83(1986)-  29 50 07.28375(N)    082 08 19.19127(W) AD(       ) 2
 AR1735  NGVD 29 (11/17/89)   43.6    (m)          143.     (f) GPS OBS        
 AR1735
 AR1735.Superseded values are not recommended for survey control.
 AR1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1735.See file dsdata.txt to determine how the superseded data were derived.
 AR1735
 AR1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8999401085(NAD 83)
 AR1735_MARKER: DD = SURVEY DISK
 AR1735_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1735_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1735_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1735+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1735
 AR1735  HISTORY     - Date     Condition        Report By
 AR1735  HISTORY     - 1988     MONUMENTED       PMC
 AR1735
 AR1735                          STATION DESCRIPTION
 AR1735
 AR1735'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1735'THE STATION IS LOCATED ABOUT 28.1 KM (17.5 MI)
 AR1735'NORTHEAST OF GAINESVILLE.
 AR1735'OWNERSHIP--R/W OF ACR 1471.
 AR1735'
 AR1735'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND U.S. HWY
 AR1735'301, GO NORTH FOR 4.8 KM (3 MI) ON U.S. HWY 301 TO ACR 1471,
 AR1735'TURN RIGHT AND GO NORTHEAST FOR 8.7 KM (5.4 MI) ON ACR 1471 TO
 AR1735'A BRIDGE,
 AR1735'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR .3 KM (.2 MI) ON
 AR1735'ACR 1471  TO THE STATION ON THE LEFT.
 AR1735'THE STATION IS 5.5 METERS (18 FEET) NORTH OF AN EAST-WEST DIRT ROAD
 AR1735'11.0 METERS (36 FEET) WEST OF ACR 1471, 50.3 METERS (165.0 FEET)
 AR1735'SOUTH OF A POWER POLE AND 69.5 METERS (228 FEET) NORTH OF A
 AR1735'-ENTERING ALACHUA COUNTY- SIGN.
 AR1735'
 AR1735'THE STATION IS A STANDARD AC GIS DISK
 AR1735'STAMPED---STATION A049---,
 AR1735'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1735'8.44 METERS (27.70 FT) SOUTH FROM A REBAR AND CAP SET (NO 3765),
 AR1735'13.97 METERS (45.82 FT) NORTHEAST FROM A NAIL AND CAP SET IN A
 AR1735'SERVICE POLE (NO 3765),
 AR1735'10.56 METERS (34.66 FT) NORTHEAST FROM A NAIL AND CAP SET IN 12 IN
 AR1735'CEDAR (NO 3765),
 AR1735'25.15 METERS (82.50 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 8 IN
 AR1735'OAK (NO 3765), 0.2 METERS (0.8 FT) EAST OF CARSONITE POST SET.
 AR1735'
 AR1735'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1735'STAMPED---AZIMUTH A050---,
 AR1735'SET INTO THE GROUND 9 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1735'13.93 METERS (45.71 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 12 IN
 AR1735'PECAN (NO 3765),
 AR1735'17.65 METERS (57.92 FT) NORTHWEST FROM A NAIL AND CAP SET IN 16 IN
 AR1735'PECAN (NO 3765), 0.2 METERS (0.8 FT) WEST OF CARSONITE POST SET,
 AR1735'9.66 METERS (31.70 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1735'8.26 METERS (27.11 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765).
 AR1735'TO REACH THE AZIMUTH FROM THE STATION,
 AR1735'GO NORTH FOR 0.4 KM (0.25 MI) ON ACR 1471 TO THE AZIMUTH MARK
 AR1735'11.3 METERS (37 FT) EAST-NORTHEAST OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7790 ***********************************************************************
 AG7790  DESIGNATION -  A 05 12 81
 AG7790  PID         -  AG7790
 AG7790  STATE/COUNTY-  FL/CHARLOTTE
 AG7790  USGS QUAD   -  PLACIDA (1987)
 AG7790
 AG7790                         *CURRENT SURVEY CONTROL
 AG7790  ___________________________________________________________________
 AG7790* NAD 83(1986)-  26 48 11.     (N)    082 16 36.     (W)     SCALED    
 AG7790* NAVD 88     -         0.526  (meters)       1.73   (feet)  ADJUSTED  
 AG7790  ___________________________________________________________________
 AG7790  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AG7790  DYNAMIC HT  -           0.525 (meters)       1.72  (feet)  COMP
 AG7790  MODELED GRAV-     979,104.4   (mgal)                       NAVD 88
 AG7790
 AG7790  VERT ORDER  -  SECOND    CLASS I
 AG7790
 AG7790.The horizontal coordinates were scaled from a topographic map and have
 AG7790.an estimated accuracy of +/- 6 seconds.
 AG7790
 AG7790.The orthometric height was determined by differential leveling
 AG7790.and adjusted by the National Geodetic Survey in June 1991..
 AG7790
 AG7790.The geoid height was determined by GEOID03.
 AG7790
 AG7790.The dynamic height is computed by dividing the NAVD 88
 AG7790.geopotential number by the normal gravity value computed on the
 AG7790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7790.degrees latitude (g = 980.6199 gals.).
 AG7790
 AG7790.The modeled gravity was interpolated from observed gravity values.
 AG7790
 AG7790;                    North         East    Units  Estimated Accuracy
 AG7790;SPC FL W     -   273,610.      172,490.      MT  (+/- 180 meters Scaled)
 AG7790
 AG7790                          SUPERSEDED SURVEY CONTROL
 AG7790
 AG7790.No superseded survey control is available for this station.
 AG7790
 AG7790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK731652(NAD 83)
 AG7790_MARKER: DE = TRAVERSE STATION DISK
 AG7790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7790_SP_SET: CONCRETE POST
 AG7790_STAMPING: A05 12 81
 AG7790_MARK LOGO: FLDNR 
 AG7790_PROJECTION: RECESSED 15 CENTIMETERS
 AG7790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7790+STABILITY: SURFACE MOTION
 AG7790
 AG7790  HISTORY     - Date     Condition        Report By
 AG7790  HISTORY     - 1981     MONUMENTED       FLDT
 AG7790  HISTORY     - 1984     GOOD             FLDNR
 AG7790  HISTORY     - 1990     GOOD             USPSQD
 AG7790  HISTORY     - 19940610 MARK NOT FOUND   USPSQD
 AG7790  HISTORY     - 20010524 MARK NOT FOUND   USPSQD
 AG7790  HISTORY     - 20010524 MARK NOT FOUND   USPSQD
 AG7790
 AG7790                          STATION DESCRIPTION
 AG7790
 AG7790'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7790'2.25 MI SOUTH FROM PLACIDA.
 AG7790'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7790'TO GASPARILLA ISLAND, GO 1.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7790'MARK.  THE MARK BEARS 17 FEET WEST OF THE CENTERLINE OF THE ROAD, 20.7
 AG7790'FEET NORTH OF POWER POLE 328, AND 3 FEET EAST OF A WITNESS POST.
 AG7790
 AG7790                          STATION RECOVERY (1990)
 AG7790
 AG7790'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7790'RECOVERED IN GOOD CONDITION.
 AG7790
 AG7790                          STATION RECOVERY (1994)
 AG7790
 AG7790'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7790'MARK NOT FOUND.
 AG7790
 AG7790                          STATION RECOVERY (2001)
 AG7790
 AG7790'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7790'WITNESS POST LYING ON THE GROUND ALONG THE ROAD.
 AG7790
 AG7790                          STATION RECOVERY (2001)
 AG7790
 AG7790'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7790'WITNESS POST LYING ALONG ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1736 ***********************************************************************
 AR1736  DESIGNATION -  A 051
 AR1736  PID         -  AR1736
 AR1736  STATE/COUNTY-  FL/ALACHUA
 AR1736  USGS QUAD   -  ROCHELLE (1993)
 AR1736
 AR1736                         *CURRENT SURVEY CONTROL
 AR1736  ___________________________________________________________________
 AR1736* NAD 83(1999)-  29 37 08.48418(N)    082 08 57.65044(W)     ADJUSTED  
 AR1736* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 AR1736  ___________________________________________________________________
 AR1736  X           -     757,979.945 (meters)                     COMP
 AR1736  Y           -  -5,497,240.551 (meters)                     COMP
 AR1736  Z           -   3,133,731.098 (meters)                     COMP
 AR1736  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AR1736  ELLIP HEIGHT-           0.78  (meters)          (06/12/02) GPS OBS
 AR1736  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1736
 AR1736  HORZ ORDER  -  SECOND
 AR1736  ELLP ORDER  -  FOURTH    CLASS I
 AR1736
 AR1736.The horizontal coordinates were established by GPS observations
 AR1736.and adjusted by the National Geodetic Survey in June 2002..
 AR1736
 AR1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1736
 AR1736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1736
 AR1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1736
 AR1736.The ellipsoidal height was determined by GPS observations
 AR1736.and is referenced to NAD 83.
 AR1736
 AR1736.The geoid height was determined by GEOID03.
 AR1736
 AR1736;                    North         East     Units Scale Factor Converg.
 AR1736;SPC FL N     -    70,964.326   827,649.515   MT  0.99999389   +1 10 52.5
 AR1736;SPC FL N     -   232,822.13  2,715,380.12   sFT  0.99999389   +1 10 52.5
 AR1736;UTM  17      - 3,277,122.934   388,723.299   MT  0.99975278   -0 34 05.2
 AR1736
 AR1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1736!SPC FL N     -   0.99999988  x   0.99999389  =   0.99999377
 AR1736!UTM  17      -   0.99999988  x   0.99975278  =   0.99975266
 AR1736
 AR1736                          SUPERSEDED SURVEY CONTROL
 AR1736
 AR1736  NAD 83(1990)-  29 37 08.48290(N)    082 08 57.65067(W) AD(       ) 2
 AR1736  ELLIP H (05/01/91)    0.74   (m)                       GP(       ) 4 1
 AR1736  NAD 83(1986)-  29 37 08.49256(N)    082 08 57.65637(W) AD(       ) 2
 AR1736  NGVD 29 (11/17/89)   29.1    (m)           95.     (f) GPS OBS        
 AR1736
 AR1736.Superseded values are not recommended for survey control.
 AR1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1736.See file dsdata.txt to determine how the superseded data were derived.
 AR1736
 AR1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8872377123(NAD 83)
 AR1736_MARKER: DD = SURVEY DISK
 AR1736_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1736_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1736_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1736+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1736
 AR1736  HISTORY     - Date     Condition        Report By
 AR1736  HISTORY     - 1988     MONUMENTED       PMC
 AR1736
 AR1736                          STATION DESCRIPTION
 AR1736
 AR1736'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1736'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 AR1736'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1736'OWNERSHIP--PRIVATE.
 AR1736'
 AR1736'TO REACH THE STATION FROM THE JUNCTION OF SR 20 AND ACR 2041 AT
 AR1736'GROVE PARK, GO EAST FOR 1.9 KM (1.2 MI) ON SR 20 TO SE 13,
 AR1736'GO NORTH FOR 1.4 KM (0.9 MI) ON SE 13 TO A DIRT ROAD,
 AR1736'TURN LEFT AND GO WEST FOR 1.4 KM (0.9 MI) ON DIRT ROAD TO THE
 AR1736'STATION 9.4 METERS (31 FT) WEST OF THE ROAD.
 AR1736'
 AR1736'THE STATION IS A STANDARD AC GIS DISK
 AR1736'STAMPED---STATION A051---,
 AR1736'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1736'10.18 METERS (33.41 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1736'11.70 METERS (38.38 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1736'3.64 METERS (11.96 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1736'3.51 METERS (11.50 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1736'
 AR1736'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1736'STAMPED---AZIMUTH A052---,
 AR1736'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1736'3.89 METERS (12.75 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1736'5.37 METERS (17.61 FT) EAST FROM A REBAR AND CAP SET (NO 3765),
 AR1736'7.78 METERS (25.52 FT) SOUTH FROM A REBAR AND CAP SET (NO 3765),
 AR1736'5.87 METERS (19.25 FT) WEST FROM A REBAR AND CAP SET (NO 3765),
 AR1736'0.2 METERS (.6 FT) EAST OF A CARSONITE POST SET.  TO REACH THE
 AR1736'AZIMUTH FROM THE STATION, GO NORTH FOR 0.48 KM (0.3 MI) ON THE DIRT
 AR1736'ROAD TO THE AZIMUTH 21.9 METERS (72 FT) WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1737 ***********************************************************************
 AR1737  DESIGNATION -  A 053
 AR1737  PID         -  AR1737
 AR1737  STATE/COUNTY-  FL/ALACHUA
 AR1737  USGS QUAD   -  ROCHELLE (1993)
 AR1737
 AR1737                         *CURRENT SURVEY CONTROL
 AR1737  ___________________________________________________________________
 AR1737* NAD 83(1999)-  29 31 01.10022(N)    082 13 22.93288(W)     ADJUSTED  
 AR1737* NAVD 88     -        19.543  (meters)      64.12   (feet)  ADJUSTED  
 AR1737  ___________________________________________________________________
 AR1737  X           -     751,663.435 (meters)                     COMP
 AR1737  Y           -  -5,503,733.580 (meters)                     COMP
 AR1737  Z           -   3,123,887.873 (meters)                     COMP
 AR1737  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AR1737  ELLIP HEIGHT-          -8.33  (meters)          (06/12/02) GPS OBS
 AR1737  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AR1737  DYNAMIC HT  -          19.517 (meters)      64.03  (feet)  COMP
 AR1737  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 AR1737
 AR1737  HORZ ORDER  -  SECOND
 AR1737  VERT ORDER  -  SECOND    CLASS I
 AR1737  ELLP ORDER  -  FOURTH    CLASS I
 AR1737
 AR1737.The horizontal coordinates were established by GPS observations
 AR1737.and adjusted by the National Geodetic Survey in June 2002..
 AR1737
 AR1737.The orthometric height was determined by differential leveling
 AR1737.and adjusted by the National Geodetic Survey in January 2001..
 AR1737
 AR1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1737
 AR1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1737
 AR1737.The ellipsoidal height was determined by GPS observations
 AR1737.and is referenced to NAD 83.
 AR1737
 AR1737.The geoid height was determined by GEOID03.
 AR1737
 AR1737.The dynamic height is computed by dividing the NAVD 88
 AR1737.geopotential number by the normal gravity value computed on the
 AR1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1737.degrees latitude (g = 980.6199 gals.).
 AR1737
 AR1737.The modeled gravity was interpolated from observed gravity values.
 AR1737
 AR1737;                    North         East     Units Scale Factor Converg.
 AR1737;SPC FL N     -    59,509.849   820,739.886   MT  1.00001237   +1 08 39.2
 AR1737;SPC FL N     -   195,241.90  2,692,710.78   sFT  1.00001237   +1 08 39.2
 AR1737;SPC FL W     -   574,348.638   178,377.790   MT  0.99994694   -0 06 35.6
 AR1737;SPC FL W     - 1,884,342.16    585,227.80   sFT  0.99994694   -0 06 35.6
 AR1737;UTM  17      - 3,265,887.269   381,469.197   MT  0.99977335   -0 36 09.5
 AR1737
 AR1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1737!SPC FL N     -   1.00000131  x   1.00001237  =   1.00001368
 AR1737!SPC FL W     -   1.00000131  x   0.99994694  =   0.99994825
 AR1737!UTM  17      -   1.00000131  x   0.99977335  =   0.99977466
 AR1737
 AR1737                          SUPERSEDED SURVEY CONTROL
 AR1737
 AR1737  NAD 83(1990)-  29 31 01.09892(N)    082 13 22.93280(W) AD(       ) 2
 AR1737  ELLIP H (05/01/91)   -8.34   (m)                       GP(       ) 4 1
 AR1737  NAD 83(1986)-  29 31 01.10885(N)    082 13 22.93927(W) AD(       ) 2
 AR1737  NGVD 29 (11/17/89)   19.9    (m)           65.     (f) GPS OBS        
 AR1737
 AR1737.Superseded values are not recommended for survey control.
 AR1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1737.See file dsdata.txt to determine how the superseded data were derived.
 AR1737
 AR1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8146965887(NAD 83)
 AR1737_MARKER: DD = SURVEY DISK
 AR1737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1737_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1737_STAMPING: STATION A 053
 AR1737_MARK LOGO: FL-001
 AR1737_PROJECTION: RECESSED 30 CENTIMETERS
 AR1737_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1737+STABILITY: POSITION/ELEVATION WELL
 AR1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1737+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AR1737_ROD/PIPE-DEPTH: 7.3  meters
 AR1737
 AR1737  HISTORY     - Date     Condition        Report By
 AR1737  HISTORY     - 1988     MONUMENTED       PMC
 AR1737  HISTORY     - 19980602 GOOD             FLDEP
 AR1737
 AR1737                          STATION DESCRIPTION
 AR1737
 AR1737'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1737'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 AR1737'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1737'OWNERSHIP--ACR 346 R/W.
 AR1737'
 AR1737'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR 346, GO
 AR1737'NORTHEAST FOR 4.5 KM (2.8 MI) ON ACR 346 TO A BRIDGE AND THE
 AR1737'STATION 5.5 METERS (18 FT) NORTHWEST OF THE CENTERLINE.
 AR1737'
 AR1737'THE STATION IS A STANDARD AC GIS DISK
 AR1737'STAMPED---STATION A053---,
 AR1737'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1737'7.79 METERS (25.57 FT) WEST FROM A CHISEL CUT IN BRIDGE ABUTMENT,
 AR1737'0.6 METERS (2 FT) SOUTH OF A CARSONITE WITNESS POST SET,
 AR1737'5.51 METERS (18.07 FT) NORTHWEST FROM A NAIL AND CAP SET IN APPROX.
 AR1737'CENTERLINE OF ACR 346 (NO 3765),
 AR1737'23.10 METERS (75.79 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1737'
 AR1737'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1737'STAMPED---AZIMUTH A054---,
 AR1737'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1737'2.12 METERS (6.96 FT) NORTHWEST FROM A NAIL AND CAP SET IN 7 IN
 AR1737'PINE (NO 3765),
 AR1737'9.09 METERS (29.82 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 12 IN
 AR1737'OAK (NO 3765), 1.2 METERS (4 FT) NORTH FROM A CARSONITE POST SET,
 AR1737'17.40 METERS (57.09 FT) SOUTHEAST FROM A NAIL AND CAP SET IN
 AR1737'APPROX. CENTERLINE OF ACR 346 (NO 3765).
 AR1737'TO REACH THE AZIMUTH FROM THE STATION,
 AR1737'GO NORTHEAST FOR 546 METERS (1800 FT) ON ACR 346 TO THE AZIMUTH
 AR1737'MARK 14.3 METERS (47 FT) SOUTHEAST OF THE CENTERLINE.
 AR1737
 AR1737                          STATION RECOVERY (1998)
 AR1737
 AR1737'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (JLM)
 AR1737'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 5.3 MI (8.5 KM)
 AR1737'NORTHEAST OF MCINTOSH ON COUNTY ROAD 346 IN SECTION 12, TOWNSHIP 11
 AR1737'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AR1737'ROAD 320 (AVENUE G) AND U.S. HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO
 AR1737'NORTH ON U.S. HIGHWAY 441 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 AR1737'NORTHWEST 219 STREET ROAD ON THE RIGHT, TURN RIGHT ON NORTHWEST 219
 AR1737'STREET ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF
 AR1737'NORTHWEST 60 AVENUE (COUNTY ROAD 225) ON THE LEFT, TURN LEFT ON COUNTY
 AR1737'ROAD 225 AND GO NORTH FOR 1.2 MI (1.9 KM) TO ALACHUA COUNTY LINE,
 AR1737'CONTINUE NORTHWEST ON COUNTY ROAD 225 FOR 2.15 MI (3.46 KM) TO THE
 AR1737'T-JUNCTION OF SOUTHEAST COUNTY ROAD 346, TURN RIGHT ON SOUTHEAST
 AR1737'COUNTY ROAD 346 AND GO NORTHEAST FOR 0.5 MI (0.8 KM) TO BRIDGE NUMBER
 AR1737'260024 AND THE MARK ON THE LEFT, AN ALUMINUM DISK ATTACHED TO AN
 AR1737'ALUMINUM ALLOY ROD, DRIVEN INTO THE GROUND RECESSED 1.0. FT (0.3 M)
 AR1737'BELOW THE GROUND SURROUNDED BY A 6-INCH PVC PIPE AND 1.0 FT (0.3 M)
 AR1737'BELOW COUNTY ROAD 346. LOCATED 25.0 FT (7.6 M) WEST OF THE NORTHWEST
 AR1737'END OF THE BRIDGE, 4.0 FT (1.2 M) NORTH OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7594 ***********************************************************************
 AI7594  DESIGNATION -  A 054 AZ MK
 AI7594  PID         -  AI7594
 AI7594  STATE/COUNTY-  FL/ALACHUA
 AI7594  USGS QUAD   -  ROCHELLE (1993)
 AI7594
 AI7594                         *CURRENT SURVEY CONTROL
 AI7594  ___________________________________________________________________
 AI7594* NAD 83(1986)-  29 31 05.     (N)    082 13 04.     (W)     SCALED    
 AI7594* NAVD 88     -        17.707  (meters)      58.09   (feet)  ADJUSTED  
 AI7594  ___________________________________________________________________
 AI7594  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AI7594  DYNAMIC HT  -          17.683 (meters)      58.02  (feet)  COMP
 AI7594  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 AI7594
 AI7594  VERT ORDER  -  SECOND    CLASS I
 AI7594
 AI7594.The horizontal coordinates were scaled from a topographic map and have
 AI7594.an estimated accuracy of +/- 6 seconds.
 AI7594
 AI7594.The orthometric height was determined by differential leveling
 AI7594.and adjusted by the National Geodetic Survey in January 2001..
 AI7594
 AI7594.The geoid height was determined by GEOID03.
 AI7594
 AI7594.The dynamic height is computed by dividing the NAVD 88
 AI7594.geopotential number by the normal gravity value computed on the
 AI7594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7594.degrees latitude (g = 980.6199 gals.).
 AI7594
 AI7594.The modeled gravity was interpolated from observed gravity values.
 AI7594
 AI7594;                    North         East    Units  Estimated Accuracy
 AI7594;SPC FL N     -    59,640.      821,250.      MT  (+/- 180 meters Scaled)
 AI7594
 AI7594                          SUPERSEDED SURVEY CONTROL
 AI7594
 AI7594.No superseded survey control is available for this station.
 AI7594
 AI7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN819660(NAD 83)
 AI7594_MARKER: DD = SURVEY DISK
 AI7594_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7594_STAMPING: AZIMUTH A 054
 AI7594_MARK LOGO: FL-001
 AI7594_PROJECTION: RECESSED 21 CENTIMETERS
 AI7594_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7594+STABILITY: POSITION/ELEVATION WELL
 AI7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7594+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7594_ROD/PIPE-DEPTH: 4.6  meters
 AI7594
 AI7594  HISTORY     - Date     Condition        Report By
 AI7594  HISTORY     - 1988     MONUMENTED       PMC
 AI7594  HISTORY     - UNK      SEE DESCRIPTION
 AI7594  HISTORY     - 19980602 GOOD             FLDEP
 AI7594
 AI7594                          STATION DESCRIPTION
 AI7594
 AI7594'DESCRIBED UNK
 AI7594'RECOVERED AS DESCRIBED.
 AI7594
 AI7594                          STATION RECOVERY (1998)
 AI7594
 AI7594'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7594'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 5.6 MI (9.0 KM)
 AI7594'NORTHEAST OF MCINTOSH ON COUNTY ROAD 346 IN SECTION 21, TOWNSHIP 11
 AI7594'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AI7594'ROAD 320 (AVENUE G) AND U.S. HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO
 AI7594'NORTH ON U.S. HIGHWAY 441 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 AI7594'NORTHWEST 219 STREET ROAD ON THE RIGHT, TURN RIGHT ON NORTHWEST 219
 AI7594'STREET ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF
 AI7594'NORTHWEST 60 AVENUE (COUNTY ROAD 225) ON THE LEFT, TURN LEFT ON COUNTY
 AI7594'ROAD 225 AND GO NORTH FOR 1.2 MI (1.9 KM) TO ALACHUA COUNTY LINE,
 AI7594'CONTINUE NORTHWEST ON COUNTY ROAD 225 FOR 2.15 MI (3.46 KM) TO THE
 AI7594'T-JUNCTION OF SOUTHEAST COUNTY ROAD 346, TURN RIGHT ON SOUTHEAST
 AI7594'COUNTY ROAD 346 AND GO NORTHEAST FOR 0.5 MI (0.8 KM) TO BRIDGE NUMBER
 AI7594'260024, CONTINUE NORTHEAST ON COUNTY ROAD 346 FOR 0.35 MI (0.56 KM) TO
 AI7594'THE MARK ON THE RIGHT, AN ALUMINUM AZIMUTH DISK ATTACHED TO AN
 AI7594'ALUMINUM ALLOY ROD, DRIVEN INTO THE GROUND RECESSED 0.7 FT (21.3 CM)
 AI7594'SURROUNDED BY A 6-INCH PVC PIPE BELOW THE LEVEL OF THE GROUND AND 6.0
 AI7594'FT (1.8 M) BELOW THE COUNTY ROAD 346. LOCATED 46.8 FT (14.3 M) SOUTH
 AI7594'OF THE CENTERLINE OF COUNTY ROAD 346, 3.6 FT (1.1 M) NORTH OF A
 AI7594'BARBWIRE FENCE AND 3.5 FT (1.1 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1738 ***********************************************************************
 AR1738  DESIGNATION -  A 055
 AR1738  PID         -  AR1738
 AR1738  STATE/COUNTY-  FL/ALACHUA
 AR1738  USGS QUAD   -  MCINTOSH (1984)
 AR1738
 AR1738                         *CURRENT SURVEY CONTROL
 AR1738  ___________________________________________________________________
 AR1738* NAD 83(1999)-  29 29 03.38175(N)    082 14 38.80382(W)     ADJUSTED  
 AR1738* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 AR1738  ___________________________________________________________________
 AR1738  X           -     749,881.338 (meters)                     COMP
 AR1738  Y           -  -5,505,789.496 (meters)                     COMP
 AR1738  Z           -   3,120,739.684 (meters)                     COMP
 AR1738  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AR1738  ELLIP HEIGHT-           4.75  (meters)          (06/12/02) GPS OBS
 AR1738  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AR1738
 AR1738  HORZ ORDER  -  SECOND
 AR1738  ELLP ORDER  -  FOURTH    CLASS I
 AR1738
 AR1738.The horizontal coordinates were established by GPS observations
 AR1738.and adjusted by the National Geodetic Survey in June 2002..
 AR1738
 AR1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1738
 AR1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1738
 AR1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1738
 AR1738.The ellipsoidal height was determined by GPS observations
 AR1738.and is referenced to NAD 83.
 AR1738
 AR1738.The geoid height was determined by GEOID03.
 AR1738
 AR1738;                    North         East     Units Scale Factor Converg.
 AR1738;SPC FL N     -    55,845.333   818,768.727   MT  1.00001896   +1 08 01.1
 AR1738;SPC FL N     -   183,219.23  2,686,243.73   sFT  1.00001896   +1 08 01.1
 AR1738;SPC FL W     -   570,728.384   176,327.048   MT  0.99994809   -0 07 12.5
 AR1738;SPC FL W     - 1,872,464.71    578,499.66   sFT  0.99994809   -0 07 12.5
 AR1738;UTM  17      - 3,262,285.392   379,387.768   MT  0.99977950   -0 36 44.7
 AR1738
 AR1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1738!SPC FL N     -   0.99999925  x   1.00001896  =   1.00001821
 AR1738!SPC FL W     -   0.99999925  x   0.99994809  =   0.99994734
 AR1738!UTM  17      -   0.99999925  x   0.99977950  =   0.99977875
 AR1738
 AR1738                          SUPERSEDED SURVEY CONTROL
 AR1738
 AR1738  NAD 83(1990)-  29 29 03.38049(N)    082 14 38.80358(W) AD(       ) 2
 AR1738  ELLIP H (05/01/91)    4.73   (m)                       GP(       ) 4 1
 AR1738  NAD 83(1986)-  29 29 03.39040(N)    082 14 38.81061(W) AD(       ) 2
 AR1738  NGVD 29 (11/17/89)   33.0    (m)          108.     (f) GPS OBS        
 AR1738
 AR1738.Superseded values are not recommended for survey control.
 AR1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1738.See file dsdata.txt to determine how the superseded data were derived.
 AR1738
 AR1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7938862285(NAD 83)
 AR1738_MARKER: A = ALUMINUM MARKER
 AR1738_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AR1738+WITH SETTING: INFORMATION.
 AR1738_SP_SET: METAL ROD DRIVEN INTO GROUND
 AR1738_STAMPING: A055
 AR1738_MARK LOGO: FL-001
 AR1738_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1738+STABILITY: POSITION/ELEVATION WELL
 AR1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1738+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 AR1738
 AR1738  HISTORY     - Date     Condition        Report By
 AR1738  HISTORY     - 1988     MONUMENTED       PMC
 AR1738  HISTORY     - 1988     GOOD             PMC
 AR1738  HISTORY     - 19900314 GOOD             MCGRIF
 AR1738  HISTORY     - 20020726 GOOD             BAH
 AR1738
 AR1738                          STATION DESCRIPTION
 AR1738
 AR1738'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (RB)
 AR1738'THE STATION IS LOCATED ABOUT 20.8 KM (12.9 MI)
 AR1738'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1738'OWNERSHIP--U.S. HIGHWAY 441 R/W.
 AR1738'
 AR1738'TO REACH THE STATION FROM THE INTERSECTION OF ACR 234 AND U.S. 441, GO
 AR1738'SOUTH FOR 3.8 KM (2.35 MI) ON U.S. 441 TO THE AZIMUTH IN THE MEDIAN,
 AR1738'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.5 KM (0.3 MI) ON U.S.
 AR1738'441 TO THE STATION IN THE CENTERLINE CROSSOVER WITH ACR SE 10 SET
 AR1738'IN GAS VALVE BOX 3.5 METERS (11.5 FT) WEST OF CENTERLINE OF 441.
 AR1738'
 AR1738'THE STATION IS A STANDARD AC GIS DISK
 AR1738'STAMPED---STATION A055---,
 AR1738'SET INTO THE PAVEMENT IN A GAS VALVE BOX 7 FT TO REFUSAL
 AR1738'39.25 METERS (128.77 FT) SOUTH FROM A NAIL AND CAP SET IN POWER
 AR1738'POLE NO. 34J686, (NO. 3765),
 AR1738'39.86 METERS (130.76 FT) WEST FROM A NAIL AND CAP SET IN POWER
 AR1738'POLE NO. 476124, (NO 3765),
 AR1738'19.74 METERS (64.75 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1738'37.45 METERS (122.86 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO
 AR1738'3765), 32.6 METERS (107 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1738'
 AR1738'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1738'STAMPED---AZIMUTH A056---,
 AR1738'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1738'6.55 METERS (21.49 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1738'9.88 METERS (32.42 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1738'7.04 METERS (23.10 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1738'0.6 METERS (2 FT) SOUTHWEST FROM A CARSONITE POST SET.  TO REACH THE
 AR1738'AZIMUTH FROM THE STATION, GO NORTHWEST FOR 0.5 KM (0.3 MI) ON U.S.
 AR1738'441 TO THE AZIMUTH IN THE MEDIAN.
 AR1738
 AR1738                          STATION RECOVERY (1988)
 AR1738
 AR1738'RECOVERY NOTE BY PERRY C MCGRIFF COMPANY 1988
 AR1738'RECOVERED IN GOOD CONDITION.
 AR1738
 AR1738                          STATION RECOVERY (1990)
 AR1738
 AR1738'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990
 AR1738'THE STATION IS LOCATED ABOUT 20.8 KM (12.9 MI)
 AR1738'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1738'OWNERSHIP--U.S. HIGHWAY 441 R/W.
 AR1738'TO REACH THE STATION FROM THE INTERSECTION OF ACR 234 AND U.S. 441, GO
 AR1738'SOUTH FOR 3.8 KM (2.35 MI) ON U.S. 441 TO THE AZIMUTH IN THE MEDIAN,
 AR1738'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.5 KM (0.3 MI) ON U.S.
 AR1738'441 TO THE STATION IN THE CENTERLINE CROSSOVER WITH ACR SE 10 SET
 AR1738'IN GAS VALVE BOX 3.5 METERS (11.5 FT) WEST OF CENTERLINE OF 441.
 AR1738'THE STATION IS A STANDARD AC GIS DISK
 AR1738'STAMPED---STATION A055---,
 AR1738'SET INTO THE PAVEMENT IN A GAS VALVE BOX 7 FT TO REFUSAL
 AR1738'39.25 METERS (128.77 FT) SOUTH FROM A NAIL AND CAP SET IN POWER
 AR1738'POLE NO. 34J686, (NO. 3765),
 AR1738'39.86 METERS (130.76 FT) WEST FROM A NAIL AND CAP SET IN POWER
 AR1738'POLE NO. 476124, (NO 3765),
 AR1738'19.74 METERS (64.75 FT) NORTH FROM A REBAR AND CAP SET (NO 3765),
 AR1738'37.45 METERS (122.86 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO
 AR1738'3765), 32.6 METERS (107 FT) WEST OF A CARSONITE WITNESS POST SET.
 AR1738'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1738'STAMPED---AZIMUTH A056---,
 AR1738'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1738'6.55 METERS (21.49 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1738'9.88 METERS (32.42 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1738'7.04 METERS (23.10 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1738'0.6 METERS (2 FT) SOUTHWEST FROM A CARSONITE POST SET.  TO REACH THE
 AR1738'AZIMUTH FROM THE STATION, GO NORTHWEST FOR 0.5 KM (0.3 MI) ON U.S.
 AR1738'441 TO THE AZIMUTH IN THE MEDIAN.
 AR1738
 AR1738                          STATION RECOVERY (2002)
 AR1738
 AR1738'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW)
 AR1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1739 ***********************************************************************
 AR1739  DESIGNATION -  A 057
 AR1739  PID         -  AR1739
 AR1739  STATE/COUNTY-  FL/ALACHUA
 AR1739  USGS QUAD   -  ROCHELLE (1993)
 AR1739
 AR1739                         *CURRENT SURVEY CONTROL
 AR1739  ___________________________________________________________________
 AR1739* NAD 83(1999)-  29 32 28.51035(N)    082 11 20.14420(W)     ADJUSTED  
 AR1739* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 AR1739  ___________________________________________________________________
 AR1739  X           -     754,759.881 (meters)                     COMP
 AR1739  Y           -  -5,501,974.647 (meters)                     COMP
 AR1739  Z           -   3,126,231.752 (meters)                     COMP
 AR1739  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AR1739  ELLIP HEIGHT-          -4.06  (meters)          (06/12/02) GPS OBS
 AR1739  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1739
 AR1739  HORZ ORDER  -  SECOND
 AR1739  ELLP ORDER  -  FOURTH    CLASS I
 AR1739
 AR1739.The horizontal coordinates were established by GPS observations
 AR1739.and adjusted by the National Geodetic Survey in June 2002..
 AR1739
 AR1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1739
 AR1739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1739
 AR1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1739
 AR1739.The ellipsoidal height was determined by GPS observations
 AR1739.and is referenced to NAD 83.
 AR1739
 AR1739.The geoid height was determined by GEOID03.
 AR1739
 AR1739;                    North         East     Units Scale Factor Converg.
 AR1739;SPC FL N     -    62,267.223   823,991.479   MT  1.00000769   +1 09 40.9
 AR1739;SPC FL N     -   204,288.38  2,703,378.71   sFT  1.00000769   +1 09 40.9
 AR1739;UTM  17      - 3,268,543.576   384,802.546   MT  0.99976374   -0 35 10.6
 AR1739
 AR1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1739!SPC FL N     -   1.00000064  x   1.00000769  =   1.00000833
 AR1739!UTM  17      -   1.00000064  x   0.99976374  =   0.99976438
 AR1739
 AR1739                          SUPERSEDED SURVEY CONTROL
 AR1739
 AR1739  NAD 83(1990)-  29 32 28.50909(N)    082 11 20.14412(W) AD(       ) 2
 AR1739  ELLIP H (05/01/91)   -4.10   (m)                       GP(       ) 4 1
 AR1739  NAD 83(1986)-  29 32 28.51897(N)    082 11 20.15045(W) AD(       ) 2
 AR1739  NGVD 29 (11/17/89)   24.2    (m)           79.     (f) GPS OBS        
 AR1739
 AR1739.Superseded values are not recommended for survey control.
 AR1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1739.See file dsdata.txt to determine how the superseded data were derived.
 AR1739
 AR1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8480368544(NAD 83)
 AR1739_MARKER: DD = SURVEY DISK
 AR1739_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1739_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1739_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1739+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1739
 AR1739  HISTORY     - Date     Condition        Report By
 AR1739  HISTORY     - 1988     MONUMENTED       PMC
 AR1739
 AR1739                          STATION DESCRIPTION
 AR1739
 AR1739'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1739'THE STATION IS LOCATED ABOUT 19.0 KM (11.8 MI)
 AR1739'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1739'OWNERSHIP--ACR 325 R/W.
 AR1739'
 AR1739'TO REACH THE STATION FROM THE INTERSECTION OF U.S 441 AND ACR 346, GO
 AR1739'NORTHEAST FOR 0.1 KM (5 MI) ON ACR 346 TO THE INTERSECTION WITH ACR
 AR1739'325, TURN LEFT AND GO NORTH FOR 0.3 KM (0.2 MI) ON ACR 325 TO THE
 AR1739'AZIMUTH ON THE RIGHT, CONTINUE STRAIGHT AHEAD AND GO NORTH FOR
 AR1739'1.13 KM (0.7 MI) ON ACR 325 TO THE STATION 15 METERS (49 FT) WEST OF
 AR1739'THE CENTERLINE, 12.5 METERS (41 FT) SOUTH OF A POWER POLE, AND
 AR1739'0.6 METERS (2 FT) EAST OF A FENCE LINE.
 AR1739'
 AR1739'THE STATION IS A STANDARD AC GIS DISK
 AR1739'STAMPED---STATION A057---,
 AR1739'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1739'12.46 METERS (40.88 FT) SOUTH FROM A NAIL AND CAP SET IN POWER POLE
 AR1739'(NO 3765), 0.6 METERS (2 FT) EAST OF A CARSONITE POST SET,
 AR1739'30.37 METERS (99.65 FT) SOUTHWEST FROM A NAIL AND CAP SET IN 18 IN
 AR1739'TWIN SLASH PINE (NO 3765),
 AR1739'39.41 METERS (129.29 FT) NORTHWEST FROM A NAIL AND CAP SET IN 12 IN
 AR1739'SLASH PINE (NO 3765),
 AR1739'13.86 METERS (45.47 FT) NORTHEAST FROM A REBAR AND CAP SET (NO 3765).
 AR1739'
 AR1739'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1739'STAMPED---AZIMUTH A058---,
 AR1739'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1739'1.22 METERS ( 4.00 FT) NORTHWEST FROM A NAIL AND CAP SET IN POWER
 AR1739'POLE (NO 3765),
 AR1739'28.26 METERS (92.73 FT) EAST FROM A NAIL AND CAP SET IN POWER
 AR1739'POLE (NO 3765),
 AR1739'16.33 METERS (53.57 FT) SOUTH FROM A NAIL AND CAP SET IN 12 IN
 AR1739'PINE (NO 3765), 1.4 METERS (4.5 FT) WEST OF A CARSONITE POST SET.
 AR1739'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 1.13 KM
 AR1739'(0.7 MI) ON ACR 325 TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1740 ***********************************************************************
 AR1740  DESIGNATION -  A 059
 AR1740  PID         -  AR1740
 AR1740  STATE/COUNTY-  FL/ALACHUA
 AR1740  USGS QUAD   -  MICANOPY (1988)
 AR1740
 AR1740                         *CURRENT SURVEY CONTROL
 AR1740  ___________________________________________________________________
 AR1740* NAD 83(1999)-  29 31 16.98242(N)    082 15 30.37052(W)     ADJUSTED  
 AR1740* NAVD 88     -        28.7    (meters)      94.     (feet)  VERTCON   
 AR1740  ___________________________________________________________________
 AR1740  X           -     748,231.498 (meters)                     COMP
 AR1740  Y           -  -5,503,965.997 (meters)                     COMP
 AR1740  Z           -   3,124,317.873 (meters)                     COMP
 AR1740  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AR1740  ELLIP HEIGHT-           0.73  (meters)          (06/12/02) GPS OBS
 AR1740  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1740
 AR1740  HORZ ORDER  -  SECOND
 AR1740  ELLP ORDER  -  FOURTH    CLASS I
 AR1740
 AR1740.The horizontal coordinates were established by GPS observations
 AR1740.and adjusted by the National Geodetic Survey in June 2002..
 AR1740
 AR1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1740
 AR1740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1740
 AR1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1740
 AR1740.The ellipsoidal height was determined by GPS observations
 AR1740.and is referenced to NAD 83.
 AR1740
 AR1740.The geoid height was determined by GEOID03.
 AR1740
 AR1740;                    North         East     Units Scale Factor Converg.
 AR1740;SPC FL N     -    59,930.772   817,298.934   MT  1.00001151   +1 07 35.2
 AR1740;SPC FL N     -   196,622.87  2,681,421.59   sFT  1.00001151   +1 07 35.2
 AR1740;SPC FL W     -   574,844.731   174,947.092   MT  0.99994892   -0 07 38.4
 AR1740;SPC FL W     - 1,885,969.75    573,972.25   sFT  0.99994892   -0 07 38.4
 AR1740;UTM  17      - 3,266,412.760   378,043.474   MT  0.99978352   -0 37 12.6
 AR1740
 AR1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1740!SPC FL N     -   0.99999989  x   1.00001151  =   1.00001140
 AR1740!SPC FL W     -   0.99999989  x   0.99994892  =   0.99994881
 AR1740!UTM  17      -   0.99999989  x   0.99978352  =   0.99978341
 AR1740
 AR1740                          SUPERSEDED SURVEY CONTROL
 AR1740
 AR1740  NAD 83(1990)-  29 31 16.98113(N)    082 15 30.37043(W) AD(       ) 2
 AR1740  NAD 83(1986)-  29 31 16.99108(N)    082 15 30.37701(W) AD(       ) 2
 AR1740  NGVD 29 (11/17/89)   29.0    (m)           95.     (f) GPS OBS        
 AR1740
 AR1740.Superseded values are not recommended for survey control.
 AR1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1740.See file dsdata.txt to determine how the superseded data were derived.
 AR1740
 AR1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7804366413(NAD 83)
 AR1740_MARKER: DD = SURVEY DISK
 AR1740_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1740_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1740_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1740+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1740
 AR1740  HISTORY     - Date     Condition        Report By
 AR1740  HISTORY     - 1988     MONUMENTED       PMC
 AR1740
 AR1740                          STATION DESCRIPTION
 AR1740
 AR1740'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (RB)
 AR1740'THE STATION IS LOCATED ABOUT 16.4 KM (10.2 MI)
 AR1740'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1740'OWNERSHIP--PRIVATE.
 AR1740'
 AR1740'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR 234
 AR1740'IN MICANOPY, GO NORTH FOR 1.4 KM (0.85 MI) ON ACR 234 TO A
 AR1740'NEWSPAPER BOX AND GATE ON RIGHT,
 AR1740'TURN RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON ROAD THROUGH GATE
 AR1740'TO WILLIE GEIGER RESIDENCE ON LEFT,
 AR1740'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.16 KM (0.1 MI) ON ROAD
 AR1740'PAST RESIDENCE THROUGH A GATE AND ENTER A PASTURE TO A FORK IN THE
 AR1740'TRAIL, TAKE LEFT TRAIL ROAD THROUGH A GATE AND ENTER WOODS,
 AR1740'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 AR1740'0.16 KM (0.1 MI) ON LEFT TRAIL ROAD TO ANOTHER FORK IN THE ROAD,
 AR1740'TAKE RIGHT FORK AND CONTINUE THROUGH WOODS FOR 0.8 KM (0.5 MI) TO
 AR1740'FORK IN TRIAL TO AN OPEN GATE AND END WOODS.  ENTER PASTURE AND
 AR1740'GO SOUTHEAST FOR 0.08 KM (0.05 MI) ON ROAD THROUGH PASTURE PAST
 AR1740'CONC. BLOCK WATER TROUGH ON RIGHT TO AZIMUTH MARK ON THE RIGHT,
 AR1740'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 AR1740'0.24 KM (0.15 MI) ON ROAD THROUGH PASTURE TO A 36 IN OAK, 30 FT TO
 AR1740'RIGHT,
 AR1740'GO EAST FOR 0.08 KM (0.05 MI) ON ROAD THROUGH PASTURE TO 50 IN OAK,
 AR1740'45 FT TO RIGHT,
 AR1740'GO SOUTHEAST FOR 0.16 KM (0.10 MI) ON ROAD THROUGH PASTURE TO
 AR1740'STATION ON THE RIGHT AND 48 IN 0AK WHICH IS THE SOUTHERN MOST OAK
 AR1740'IN A NORTH-SOUTH ROW OF OAKS AT EAST SIDE OF PASTURE.
 AR1740'
 AR1740'THE STATION IS A STANDARD AC GIS DISK
 AR1740'STAMPED---STATION A059---,
 AR1740'SET INTO THE GROUND 8 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1740'16.44 METERS (53.93 FT) NORTH FROM A NAIL AND CAP SET IN 48 IN
 AR1740'OAK (NO 3765), .15 METERS (0.5 FT) SOUTH OF A CARSONITE POST SET,
 AR1740'4.39 METERS (14.40 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1740'43.24 METERS (141.85 FT) SOUTH FROM A NAIL AND CAP SET IN 2-60
 AR1740'IN OAKS (NO 3765),
 AR1740'8.14 METERS (26.70 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765).
 AR1740'
 AR1740'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1740'STAMPED---AZIMUTH A060---,
 AR1740'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1740'3.51 METERS (11.52 FT) SOUTHEAST FROM A REBAR AND CAP SET (NO 3765),
 AR1740'3.66 METERS (12.00 FT) SOUTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1740'4.22 METERS (13.84 FT) NORTHWEST FROM A REBAR AND CAP SET (NO 3765),
 AR1740'2.55 METERS (8.37 FT) NORTH FROM A NAIL AND CAP SET IN 26 IN OAK
 AR1740'(NO 3765), 0.2 METERS (0.7 FT) NORTHEAST FROM A CARSONITE POST SET.
 AR1740'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHWEST FOR
 AR1740'448 METERS (1470 FT) ON BEARING OF N 60 W TO THE AZIMUTH MARK
 AR1740'IN THE SOUTHWEST CORNER OF PASTURE APPROX. 84.7 METERS (278 FT)
 AR1740'FROM THE SOUTHEAST CORNER OF A CONC. BLOCK WATER TROUGH AT A
 AR1740'BEARING OF S 40 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1741 ***********************************************************************
 AR1741  DESIGNATION -  A 061
 AR1741  PID         -  AR1741
 AR1741  STATE/COUNTY-  FL/ALACHUA
 AR1741  USGS QUAD   -  MICANOPY (1988)
 AR1741
 AR1741                         *CURRENT SURVEY CONTROL
 AR1741  ___________________________________________________________________
 AR1741* NAD 83(1999)-  29 33 34.48545(N)    082 15 32.08294(W)     ADJUSTED  
 AR1741* NAVD 88     -        26.088  (meters)      85.59   (feet)  ADJUSTED  
 AR1741  ___________________________________________________________________
 AR1741  X           -     747,904.341 (meters)                     COMP
 AR1741  Y           -  -5,501,901.651 (meters)                     COMP
 AR1741  Z           -   3,128,000.017 (meters)                     COMP
 AR1741  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AR1741  ELLIP HEIGHT-          -1.80  (meters)          (06/12/02) GPS OBS
 AR1741  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AR1741  DYNAMIC HT  -          26.053 (meters)      85.48  (feet)  COMP
 AR1741  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AR1741
 AR1741  HORZ ORDER  -  SECOND
 AR1741  VERT ORDER  -  SECOND    CLASS I
 AR1741  ELLP ORDER  -  FOURTH    CLASS I
 AR1741
 AR1741.The horizontal coordinates were established by GPS observations
 AR1741.and adjusted by the National Geodetic Survey in June 2002..
 AR1741
 AR1741.The orthometric height was determined by differential leveling
 AR1741.and adjusted by the National Geodetic Survey in May 2004..
 AR1741.No vertical observational check was made to the station.
 AR1741
 AR1741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1741
 AR1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1741
 AR1741.The ellipsoidal height was determined by GPS observations
 AR1741.and is referenced to NAD 83.
 AR1741
 AR1741.The geoid height was determined by GEOID03.
 AR1741
 AR1741.The dynamic height is computed by dividing the NAVD 88
 AR1741.geopotential number by the normal gravity value computed on the
 AR1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1741.degrees latitude (g = 980.6199 gals.).
 AR1741
 AR1741.The modeled gravity was interpolated from observed gravity values.
 AR1741
 AR1741;                    North         East     Units Scale Factor Converg.
 AR1741;SPC FL N     -    64,162.828   817,169.614   MT  1.00000428   +1 07 34.3
 AR1741;SPC FL N     -   210,507.54  2,680,997.31   sFT  1.00000428   +1 07 34.3
 AR1741;UTM  17      - 3,270,645.841   378,043.231   MT  0.99978352   -0 37 16.1
 AR1741
 AR1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1741!SPC FL N     -   1.00000028  x   1.00000428  =   1.00000456
 AR1741!UTM  17      -   1.00000028  x   0.99978352  =   0.99978380
 AR1741
 AR1741                          SUPERSEDED SURVEY CONTROL
 AR1741
 AR1741  NAD 83(1990)-  29 33 34.48422(N)    082 15 32.08288(W) AD(       ) 2
 AR1741  ELLIP H (05/01/91)   -1.79   (m)                       GP(       ) 4 1
 AR1741  NAD 83(1986)-  29 33 34.49405(N)    082 15 32.08935(W) AD(       ) 2
 AR1741  NGVD 29 (11/17/89)   26.4    (m)           87.     (f) GPS OBS        
 AR1741
 AR1741.Superseded values are not recommended for survey control.
 AR1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1741.See file dsdata.txt to determine how the superseded data were derived.
 AR1741
 AR1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7804370646(NAD 83)
 AR1741_MARKER: DD = SURVEY DISK
 AR1741_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1741_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1741_STAMPING: A061
 AR1741_MARK LOGO: FL-001
 AR1741_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1741+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2002
 AR1741
 AR1741  HISTORY     - Date     Condition        Report By
 AR1741  HISTORY     - 1988     MONUMENTED       PMC
 AR1741  HISTORY     - 20021020 GOOD             FLDEP
 AR1741
 AR1741                          STATION DESCRIPTION
 AR1741
 AR1741'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1741'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI)
 AR1741'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1741'OWNERSHIP--ACR 234 R/W.
 AR1741'
 AR1741'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR 234, GO
 AR1741'NORTH FOR 5.8 KM (3.6 MI) ON ACR 234 TO OAK RIDGE CEMETERY AND THE
 AR1741'STATION ON THE WEST SIDE OF THE ROAD.
 AR1741'
 AR1741'THE STATION IS A STANDARD AC GIS DISK
 AR1741'STAMPED---STATION A061---,
 AR1741'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1741'0.99 METERS (3.26 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1741'0.2 METERS (0.7 FT) EAST OF A CARSONITE WITNESS POST SET,
 AR1741'4.22 METERS (13.84 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET
 AR1741'IN GROUND,
 AR1741'2.76 METERS (9.04 FT) WEST FROM A REBAR AND CAP (NO 3765) SET
 AR1741'IN GROUND,
 AR1741'4.37 METERS (14.35 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET
 AR1741'IN GROUND,
 AR1741'
 AR1741'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1741'STAMPED---AZIMUTH A062---,
 AR1741'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1741'6.36 METERS (20.88 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1741'IN 24 IN OAK,
 AR1741'13.45 METERS (44.12 FT) NORTHWEST FROM A  NAIL AND CAP (NO 3765)
 AR1741'SET IN 16 IN OAK,
 AR1741'29.34 METERS (96.27 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1741'POWER POLE,
 AR1741'35.50 METERS (116.46 FT) SOUTHEAST FROM A 4 IN BY 4 IN CONCRETE
 AR1741'MONUMENT (NO 4665), 0.3 METERS (1 FT) SOUTH OF A CARSONITE POST SET.
 AR1741'TO REACH THE AZIMUTH FROM THE STATION,
 AR1741'GO SOUTH FOR 0.4 KM (0.25 MI) ON ACR 234 TO THE AZIMITH ON THE
 AR1741'EAST SIDE OF THE ROAD.
 AR1741
 AR1741                          STATION RECOVERY (2002)
 AR1741
 AR1741'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AR1741'THE MARK IS ABOUT 3.9 MI NORTH-NORTHEAST OF MICANOPY, IN THE MOSES E
 AR1741'LEVY GRANT, LOT 4.
 AR1741' 
 AR1741'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 20 AND COUNTY
 AR1741'ROAD 234, ABOUT
 AR1741'0.7 MI NORTH OF ROCHELLE, GO SOUTH ON COUNTY ROAD 234 FOR 1.2 MI TO
 AR1741'THE WESTERNMOST OF
 AR1741'TWO JUNCTIONS OF SOUTHEAST COUNTY ROAD 2082 ON THE LEFT, TURN LEFT ON
 AR1741'COUNTY ROAD 234
 AR1741'AND GO SOUTHWEST FOR 3.2 MI TO THE OAK CREEK CEMETERY ON THE LEFT AND
 AR1741'THE MARK ON THE
 AR1741'RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF U.S.
 AR1741'HIGHWAY 441 AND
 AR1741'COUNTY ROAD 234 ON THE NORTH SIDE OF MICANOPY, GO NORTH ON COUNTY ROAD
 AR1741'234 FOR 3.55 MI
 AR1741'TO THE OAK RIDGE CEMETERY ON THE RIGHT AND THE MARK ON THE LEFT, A
 AR1741'METAL ROD AND
 AR1741'ALUMINUM DISC RECESSED 0.2 FT BELOW THE TOP OF A 5-INCH PVC SLEEVE
 AR1741'THAT IS FLUSH WITH THE
 AR1741'GROUND AND ABOUT 1.0 FT ABOVE THE LEVEL OF COUNTY ROAD 234.
 AR1741' 
 AR1741'LOCATED 117.0 FT WEST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE
 AR1741'GATE AT THE OAK
 AR1741'RIDGE CEMETERY, 99.0 FT WEST OF A STATE HISTORICAL MARKER, 48.8 FT
 AR1741'WEST OF THE
 AR1741'APPROXIMATE CENTERLINE OF COUNTY ROAD 234, 13.1 FT SOUTH OF THE
 AR1741'APPROXIMATE EXTENDED
 AR1741'CENTERLINE OF THE CEMETERY ENTRANCE ROAD, 4.6 FT EAST OF A BARB WIRE
 AR1741'FENCE AND 4.5 FT
 AR1741'EAST OF A CARSONITE WITNESS POST.
 AR1741' 
 AR1741'NOTE A BAR MAGNET WAS EMBEDDED IN THE MONUMENT.
 AR1741'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1742 ***********************************************************************
 AR1742  DESIGNATION -  A 063
 AR1742  PID         -  AR1742
 AR1742  STATE/COUNTY-  FL/ALACHUA
 AR1742  USGS QUAD   -  ROCHELLE (1993)
 AR1742
 AR1742                         *CURRENT SURVEY CONTROL
 AR1742  ___________________________________________________________________
 AR1742* NAD 83(1999)-  29 34 09.61209(N)    082 12 37.91502(W)     ADJUSTED  
 AR1742* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 AR1742  ___________________________________________________________________
 AR1742  X           -     752,477.290 (meters)                     COMP
 AR1742  Y           -  -5,500,737.930 (meters)                     COMP
 AR1742  Z           -   3,128,939.890 (meters)                     COMP
 AR1742  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AR1742  ELLIP HEIGHT-          -3.56  (meters)          (06/12/02) GPS OBS
 AR1742  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AR1742
 AR1742  HORZ ORDER  -  SECOND
 AR1742  ELLP ORDER  -  FOURTH    CLASS I
 AR1742
 AR1742.The horizontal coordinates were established by GPS observations
 AR1742.and adjusted by the National Geodetic Survey in June 2002..
 AR1742
 AR1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1742
 AR1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1742
 AR1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1742
 AR1742.The ellipsoidal height was determined by GPS observations
 AR1742.and is referenced to NAD 83.
 AR1742
 AR1742.The geoid height was determined by GEOID03.
 AR1742
 AR1742;                    North         East     Units Scale Factor Converg.
 AR1742;SPC FL N     -    65,337.319   821,835.470   MT  1.00000250   +1 09 01.9
 AR1742;SPC FL N     -   214,360.85  2,696,305.20   sFT  1.00000250   +1 09 01.9
 AR1742;UTM  17      - 3,271,677.255   382,741.670   MT  0.99976965   -0 35 50.8
 AR1742
 AR1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1742!SPC FL N     -   1.00000056  x   1.00000250  =   1.00000306
 AR1742!UTM  17      -   1.00000056  x   0.99976965  =   0.99977021
 AR1742
 AR1742                          SUPERSEDED SURVEY CONTROL
 AR1742
 AR1742  NAD 83(1990)-  29 34 09.61075(N)    082 12 37.91497(W) AD(       ) 2
 AR1742  ELLIP H (05/01/91)   -3.58   (m)                       GP(       ) 4 1
 AR1742  NAD 83(1986)-  29 34 09.62067(N)    082 12 37.92126(W) AD(       ) 2
 AR1742  NGVD 29 (11/17/89)   24.7    (m)           81.     (f) GPS OBS        
 AR1742
 AR1742.Superseded values are not recommended for survey control.
 AR1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1742.See file dsdata.txt to determine how the superseded data were derived.
 AR1742
 AR1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8274271677(NAD 83)
 AR1742_MARKER: DD = SURVEY DISK
 AR1742_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1742_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1742_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1742+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1742
 AR1742  HISTORY     - Date     Condition        Report By
 AR1742  HISTORY     - 1988     MONUMENTED       PMC
 AR1742
 AR1742                          STATION DESCRIPTION
 AR1742
 AR1742'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1742'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI)
 AR1742'SOUTHEAST OF GAINESVILLE.
 AR1742'OWNERSHIP--PRIVATE.
 AR1742'
 AR1742'TO REACH THE STATION FROM THE INTERSECTION OF SR 20 AND ACR 325
 AR1742'(APPROXIMATELY 3.2 KM  2.0 MILES  WEST OF GROVE PARK), GO
 AR1742'SOUTH FOR 0.8 KM (0.5 MI) ON ACR 325 TO A T-ROAD WEST,
 AR1742'TURN RIGHT AND GO NORTHWEST FOR 1.6 KM (1.0 MI) ON A DIRT ROAD
 AR1742'TO A T-ROAD SOUTH,
 AR1742'TURN LEFT AND GO SOUTH FOR 2.7 KM (1.7 MI) ON THE DIRT ROAD TO A
 AR1742'GATE (HALL S PLANTATION), GO THROUGH THE GATE TO THE POLE BARN,
 AR1742'THE STATION IS APPROXIMATELY 91 METERS (300 FEET) SOUTHWEST OF THE
 AR1742'POLE BARN, NEXT TO A LONE 12 PALM TREE IN AN OPEN PASTURE.
 AR1742'
 AR1742'THE STATION IS A STANDARD AC GIS DISK
 AR1742'STAMPED---STATION A063---,
 AR1742'SET INTO GROUND 12 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1742'1.12 METERS (3.68 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1742'IN 16 IN PALM TREE,
 AR1742'6.23 METERS (20.45 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET
 AR1742'IN GROUND,
 AR1742'5.38 METERS (17.64 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET IN
 AR1742'GROUND, 0.9 METERS (3 FT) NORTH FROM A CARSONITE WITNESS POST SET,
 AR1742'5.76 METERS (18.91 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET
 AR1742'IN GROUND,
 AR1742'
 AR1742'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1742'STAMPED---AZIMUTH A064---,
 AR1742'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1742'6.27 METERS (20.58 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1742'SET IN 10 IN CYPRESS,
 AR1742'10.08 METERS (33.10 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1742'SET IN 16 IN CYPRESS,
 AR1742'19.18 METERS (62.91 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1742'SET IN 24 IN OAK,
 AR1742'13.53 METERS (44.38 FT) WEST FROM A NAIL AND CAP (NO 3765) SET
 AR1742'IN A 17 IN OAK, 0.2 METERS (0.7 FT) EAST OF A CARSONITE POST SET.
 AR1742'TO REACH THE AZIMUTH FROM THE STATION,
 AR1742'GO NORTH FOR 91 METERS (300 FT) ON DIRT ROAD TO GATE TO HALLS
 AR1742'PLANTATION, FOLLOW WOOD TRAIL WEST 396 METERS (1300 FEET) TO AN
 AR1742'OLD GATE (ROAD GOES NORTH). FOLLOW THE FENCE LINE 30 METERS
 AR1742'(100 FEET) TO THE AZIMUTH MARK, WHICH IS 0.9 METERS (3 FEET) AND
 AR1742'0.6 METERS (2 FEET) NORTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1743 ***********************************************************************
 AR1743  DESIGNATION -  A 065
 AR1743  PID         -  AR1743
 AR1743  STATE/COUNTY-  FL/ALACHUA
 AR1743  USGS QUAD   -  ROCHELLE (1993)
 AR1743
 AR1743                         *CURRENT SURVEY CONTROL
 AR1743  ___________________________________________________________________
 AR1743* NAD 83(1999)-  29 37 07.71152(N)    082 12 11.77843(W)     ADJUSTED  
 AR1743* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 AR1743  ___________________________________________________________________
 AR1743  X           -     752,807.265 (meters)                     COMP
 AR1743  Y           -  -5,497,961.957 (meters)                     COMP
 AR1743  Z           -   3,133,709.734 (meters)                     COMP
 AR1743  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AR1743  ELLIP HEIGHT-          -0.60  (meters)          (06/12/02) GPS OBS
 AR1743  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR1743
 AR1743  HORZ ORDER  -  SECOND
 AR1743  ELLP ORDER  -  FOURTH    CLASS I
 AR1743
 AR1743.The horizontal coordinates were established by GPS observations
 AR1743.and adjusted by the National Geodetic Survey in June 2002..
 AR1743
 AR1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1743
 AR1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1743
 AR1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1743
 AR1743.The ellipsoidal height was determined by GPS observations
 AR1743.and is referenced to NAD 83.
 AR1743
 AR1743.The geoid height was determined by GEOID03.
 AR1743
 AR1743;                    North         East     Units Scale Factor Converg.
 AR1743;SPC FL N     -    70,834.107   822,428.383   MT  0.99999393   +1 09 15.0
 AR1743;SPC FL N     -   232,394.90  2,698,250.45   sFT  0.99999393   +1 09 15.0
 AR1743;UTM  17      - 3,277,152.136   383,501.847   MT  0.99976746   -0 35 41.1
 AR1743
 AR1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1743!SPC FL N     -   1.00000009  x   0.99999393  =   0.99999402
 AR1743!UTM  17      -   1.00000009  x   0.99976746  =   0.99976755
 AR1743
 AR1743                          SUPERSEDED SURVEY CONTROL
 AR1743
 AR1743  NAD 83(1990)-  29 37 07.71025(N)    082 12 11.77857(W) AD(       ) 2
 AR1743  ELLIP H (05/01/91)   -0.62   (m)                       GP(       ) 4 1
 AR1743  NAD 83(1986)-  29 37 07.71994(N)    082 12 11.78424(W) AD(       ) 2
 AR1743  NGVD 29 (11/17/89)   27.6    (m)           91.     (f) GPS OBS        
 AR1743
 AR1743.Superseded values are not recommended for survey control.
 AR1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1743.See file dsdata.txt to determine how the superseded data were derived.
 AR1743
 AR1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8350277152(NAD 83)
 AR1743_MARKER: DD = SURVEY DISK
 AR1743_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1743_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1743_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1743+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1743
 AR1743  HISTORY     - Date     Condition        Report By
 AR1743  HISTORY     - 1988     MONUMENTED       PMC
 AR1743
 AR1743                          STATION DESCRIPTION
 AR1743
 AR1743'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1743'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI)
 AR1743'SOUTHEAST OF GAINESVILLE.
 AR1743'OWNERSHIP--R/W OF ACR 234.
 AR1743'
 AR1743'TO REACH THE STATION FROM THE INTERSECTION OF SR 20 AND ACR 234
 AR1743'(13.2 KM OR 8.2 MILES EAST OF GAINESVILLE), GO
 AR1743'NORTHEAST FOR 1.9 KM (1.2 MI) ON ACR 234
 AR1743'TO THE STATION ON THE RIGHT .
 AR1743'
 AR1743'THE STATION IS A STANDARD AC GIS DISK
 AR1743'STAMPED---STATION A065---,
 AR1743'SET INTO GROUND 18 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1743'8.81 METERS (28.90 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1743'IN A 10 IN PINE,
 AR1743'10.39 METERS (34.09 FT) NORTH FROM A REBAR AND CAP (NO 3765)
 AR1743'SET IN GROUND, 0.6 METERS (2 FT) NORTHWEST FROM A CARSONITE POST SET,
 AR1743'13.46 METERS (44.15 FT) EAST FROM A NAIL AND CAP (NO 3765)
 AR1743'SET IN CENTERLINE OF ACR 234,
 AR1743'13.69 METERS (44.92 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET
 AR1743'IN CENTERLINE OF ACR 234.
 AR1743'
 AR1743'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1743'STAMPED---AZIMUTH A066---,
 AR1743'SET INTO GROUND 18 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1743'15.94 METERS (52.30 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1743'SET IN 60 IN LIVE OAK,
 AR1743'25.00 METERS (82.02 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1743'SET IN 40 IN LIVE OAK,
 AR1743'2.15 METERS (7.05 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1743'SET IN 12 IN LIVE OAK, 1.7 METERS (5.5 FT) SOUTHEAST OF A
 AR1743'CARSONITE WITNESS POST SET.  TO REACH THE AZIMUTH FROM THE STATION,
 AR1743'GO NORTHEAST FOR 0.48 KM (0.3 MI) ON ACR 234 TO THE AZIMUTH MARK
 AR1743'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1744 ***********************************************************************
 AR1744  DESIGNATION -  A 067
 AR1744  PID         -  AR1744
 AR1744  STATE/COUNTY-  FL/ALACHUA
 AR1744  USGS QUAD   -  MICANOPY (1988)
 AR1744
 AR1744                         *CURRENT SURVEY CONTROL
 AR1744  ___________________________________________________________________
 AR1744* NAD 83(1999)-  29 37 04.67104(N)    082 15 18.38121(W)     ADJUSTED  
 AR1744* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 AR1744  ___________________________________________________________________
 AR1744  X           -     747,838.887 (meters)                     COMP
 AR1744  Y           -  -5,498,683.420 (meters)                     COMP
 AR1744  Z           -   3,133,626.525 (meters)                     COMP
 AR1744  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AR1744  ELLIP HEIGHT-          -4.29  (meters)          (06/12/02) GPS OBS
 AR1744  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AR1744
 AR1744  HORZ ORDER  -  SECOND
 AR1744  ELLP ORDER  -  FOURTH    CLASS I
 AR1744
 AR1744.The horizontal coordinates were established by GPS observations
 AR1744.and adjusted by the National Geodetic Survey in June 2002..
 AR1744
 AR1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1744
 AR1744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1744
 AR1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1744
 AR1744.The ellipsoidal height was determined by GPS observations
 AR1744.and is referenced to NAD 83.
 AR1744
 AR1744.The geoid height was determined by GEOID03.
 AR1744
 AR1744;                    North         East     Units Scale Factor Converg.
 AR1744;SPC FL N     -    70,640.527   817,410.970   MT  0.99999407   +1 07 41.2
 AR1744;SPC FL N     -   231,759.80  2,681,789.16   sFT  0.99999407   +1 07 41.2
 AR1744;UTM  17      - 3,277,111.766   378,481.963   MT  0.99978220   -0 37 13.3
 AR1744
 AR1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1744!SPC FL N     -   1.00000067  x   0.99999407  =   0.99999474
 AR1744!UTM  17      -   1.00000067  x   0.99978220  =   0.99978287
 AR1744
 AR1744                          SUPERSEDED SURVEY CONTROL
 AR1744
 AR1744  NAD 83(1990)-  29 37 04.66975(N)    082 15 18.38115(W) AD(       ) 2
 AR1744  ELLIP H (05/01/91)   -4.26   (m)                       GP(       ) 4 1
 AR1744  NAD 83(1986)-  29 37 04.67953(N)    082 15 18.38715(W) AD(       ) 2
 AR1744  NGVD 29 (11/17/89)   24.0    (m)           79.     (f) GPS OBS        
 AR1744
 AR1744.Superseded values are not recommended for survey control.
 AR1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1744.See file dsdata.txt to determine how the superseded data were derived.
 AR1744
 AR1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7848277112(NAD 83)
 AR1744_MARKER: DD = SURVEY DISK
 AR1744_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1744_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1744_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1744+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1744
 AR1744  HISTORY     - Date     Condition        Report By
 AR1744  HISTORY     - 1988     MONUMENTED       PMC
 AR1744
 AR1744                          STATION DESCRIPTION
 AR1744
 AR1744'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1744'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 AR1744'SOUTHEAST OF THE CITY OF GAINESVILLE.
 AR1744'OWNERSHIP--SR 20A R/W.
 AR1744'
 AR1744'TO REACH THE STATION FROM THE INTERSECTION OF SR 20 AND SR 26 IN
 AR1744'GAINESVILLE, GO SOUTHEAST FOR 6.6 KM (4.1 MI) ON SR 20A TO NEWNANS
 AR1744'LAKE PARK AND THE STATION ON THE LEFT.
 AR1744'
 AR1744'THE STATION IS A STANDARD AC GIS DISK
 AR1744'STAMPED---STATION A067---,
 AR1744'SET INTO THE GROUND 13 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1744'11.48 METERS (37.66 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET
 AR1744'IN 5 IN OAK, 23.5 METERS (77 FT) WEST OF A CARSONITE POST SET,
 AR1744'23.41 METERS (76.79 FT) WEST  FROM A NAIL AND CAP (NO 3765) SET IN
 AR1744'NORTH EDGE OF ASPHALT DRIVE,
 AR1744'18.79 METERS (61.63 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1744'IN 24 IN OAK,
 AR1744'33.50 METERS (109.91 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1744'WEST EDGE OF PAVEMENT OF SR 20.
 AR1744'
 AR1744'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1744'STAMPED---AZIMUTH A068---,
 AR1744'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1744'8.93 METERS (29.29 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1744'IN A 22 IN CYPRESS,
 AR1744'6.79 METERS (22.26 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1744'IN 12 IN CYPRESS,
 AR1744'3.87 METERS (12.69 FT) SOUTHWEST FROM A NAIL AND CAP (N0 3765) SET
 AR1744'IN 14 IN CYPRESS, 0.9 METERS (3 FT) SOUTHWEST OF A CARSONITE POST
 AR1744'SET.  TO REACH THE AZIMUTH FROM THE STATION,
 AR1744'GO EAST FOR 0.4 KM (0.25 MI) ON TO THE BOAT RAMP AT NEWNANS LAKE
 AR1744'PARK, GO EAST ALONG THE SOUTH BANK OF THE PARK CANAL TO THE WATERS
 AR1744'EDGE OF NEWNANS LAKE AND THE AZIMUTH  MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1745 ***********************************************************************
 AR1745  DESIGNATION -  A 069
 AR1745  PID         -  AR1745
 AR1745  STATE/COUNTY-  FL/ALACHUA
 AR1745  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AR1745
 AR1745                         *CURRENT SURVEY CONTROL
 AR1745  ___________________________________________________________________
 AR1745* NAD 83(1999)-  29 39 27.66871(N)    082 11 17.37935(W)     ADJUSTED  
 AR1745* NAVD 88     -        26.5    (meters)      87.     (feet)  VERTCON   
 AR1745  ___________________________________________________________________
 AR1745  X           -     753,967.469 (meters)                     COMP
 AR1745  Y           -  -5,495,651.094 (meters)                     COMP
 AR1745  Z           -   3,137,454.816 (meters)                     COMP
 AR1745  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AR1745  ELLIP HEIGHT-          -1.56  (meters)          (06/12/02) GPS OBS
 AR1745  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR1745
 AR1745  HORZ ORDER  -  SECOND
 AR1745  ELLP ORDER  -  FOURTH    CLASS I
 AR1745
 AR1745.The horizontal coordinates were established by GPS observations
 AR1745.and adjusted by the National Geodetic Survey in June 2002..
 AR1745
 AR1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1745
 AR1745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1745
 AR1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1745
 AR1745.The ellipsoidal height was determined by GPS observations
 AR1745.and is referenced to NAD 83.
 AR1745
 AR1745.The geoid height was determined by GEOID03.
 AR1745
 AR1745;                    North         East     Units Scale Factor Converg.
 AR1745;SPC FL N     -    75,172.131   823,804.233   MT  0.99998771   +1 09 42.3
 AR1745;SPC FL N     -   246,627.23  2,702,764.39   sFT  0.99998771   +1 09 42.3
 AR1745;UTM  17      - 3,281,445.170   385,009.142   MT  0.99976315   -0 35 16.8
 AR1745
 AR1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1745!SPC FL N     -   1.00000025  x   0.99998771  =   0.99998796
 AR1745!UTM  17      -   1.00000025  x   0.99976315  =   0.99976339
 AR1745
 AR1745                          SUPERSEDED SURVEY CONTROL
 AR1745
 AR1745  NAD 83(1990)-  29 39 27.66729(N)    082 11 17.37955(W) AD(       ) 2
 AR1745  NAD 83(1986)-  29 39 27.67715(N)    082 11 17.38509(W) AD(       ) 2
 AR1745  NGVD 29 (11/17/89)   26.7    (m)           88.     (f) GPS OBS        
 AR1745
 AR1745.Superseded values are not recommended for survey control.
 AR1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1745.See file dsdata.txt to determine how the superseded data were derived.
 AR1745
 AR1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8500981445(NAD 83)
 AR1745_MARKER: DD = SURVEY DISK
 AR1745_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1745_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1745_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1745+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1745
 AR1745  HISTORY     - Date     Condition        Report By
 AR1745  HISTORY     - 1988     MONUMENTED       PMC
 AR1745
 AR1745                          STATION DESCRIPTION
 AR1745
 AR1745'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1745'THE STATION IS LOCATED ABOUT 14.4 KM (9.0 MI)
 AR1745'EAST OF OF THE CITY OF GAINESVILLE.
 AR1745'OWNERSHIP--NE 42A R/W.
 AR1745'
 AR1745'TO REACH THE STATION FROM THE INERSECTION OF SR 20 AND ACR 234, GO
 AR1745'NORTH FOR 6.0 KM (3.7 MI) ON ACR 234 TO ACR 1474,
 AR1745'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.8 KM (0.5 MI) ON ACR 234
 AR1745'TO NE 42A,
 AR1745'TURN LEFT AND GO WEST FOR 0.3 KM (0.2 MI) ON NE 42A TO THE STATION
 AR1745'ON THE LEFT.
 AR1745'
 AR1745'THE STATION IS A STANDARD AC GIS DISK
 AR1745'STAMPED---STATION A069---,
 AR1745'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1745'23.79 METERS (78.04 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1745'4 IN BLACK GUM TREE,
 AR1745'29.81 METERS (97.81 FT) SOUTHWEST FROM A NAIL AND CAP ( NO  3765)
 AR1745'SET IN A 6 IN CYPRESS,
 AR1745'19.81 METERS (64.99 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1745'IN APPROX. CENTERLINE OF NE 42A,
 AR1745'41.90 METERS (137.47 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1745'POWER POLE, 0.8 METERS (2.5 FT) NORTH OF A CARSONITE POST SET.
 AR1745'
 AR1745'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1745'STAMPED---AZIMUTH A070---,
 AR1745'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1745'9.11 METERS (29.88 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN 10
 AR1745'IN PINE,
 AR1745'31.40 METERS (103.01 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1745'18 IN PINE,
 AR1745'6.60 METERS (21.66 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1745'IN 22 IN LIVE OAK, 0.6 METERS (2 FT) NORTH OF A CARSONITE POST SET.
 AR1745'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR
 AR1745'0.5 KM (0.3 MI) ON NE 42A TO THE AZIMUTH  MARK ON THE NORTH
 AR1745'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1746 ***********************************************************************
 AR1746  DESIGNATION -  A 071
 AR1746  PID         -  AR1746
 AR1746  STATE/COUNTY-  FL/ALACHUA
 AR1746  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1746
 AR1746                         *CURRENT SURVEY CONTROL
 AR1746  ___________________________________________________________________
 AR1746* NAD 83(1999)-  29 39 32.64153(N)    082 15 25.77971(W)     ADJUSTED  
 AR1746* NAVD 88     -        26.309  (meters)      86.32   (feet)  ADJUSTED  
 AR1746  ___________________________________________________________________
 AR1746  X           -     747,338.418 (meters)                     COMP
 AR1746  Y           -  -5,496,480.012 (meters)                     COMP
 AR1746  Z           -   3,137,587.868 (meters)                     COMP
 AR1746  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AR1746  ELLIP HEIGHT-          -1.57  (meters)          (06/12/02) GPS OBS
 AR1746  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AR1746  DYNAMIC HT  -          26.273 (meters)      86.20  (feet)  COMP
 AR1746  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AR1746
 AR1746  HORZ ORDER  -  SECOND
 AR1746  VERT ORDER  -  SECOND    CLASS I
 AR1746  ELLP ORDER  -  FOURTH    CLASS I
 AR1746
 AR1746.The horizontal coordinates were established by GPS observations
 AR1746.and adjusted by the National Geodetic Survey in June 2002..
 AR1746
 AR1746.The orthometric height was determined by differential leveling
 AR1746.and adjusted by the National Geodetic Survey in September 1997..
 AR1746
 AR1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1746
 AR1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1746
 AR1746.The ellipsoidal height was determined by GPS observations
 AR1746.and is referenced to NAD 83.
 AR1746
 AR1746.The geoid height was determined by GEOID03.
 AR1746
 AR1746.The dynamic height is computed by dividing the NAVD 88
 AR1746.geopotential number by the normal gravity value computed on the
 AR1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1746.degrees latitude (g = 980.6199 gals.).
 AR1746
 AR1746.The modeled gravity was interpolated from observed gravity values.
 AR1746
 AR1746;                    North         East     Units Scale Factor Converg.
 AR1746;SPC FL N     -    75,191.795   817,122.343   MT  0.99998750   +1 07 37.5
 AR1746;SPC FL N     -   246,691.75  2,680,842.22   sFT  0.99998750   +1 07 37.5
 AR1746;UTM  17      - 3,281,668.773   378,332.402   MT  0.99978265   -0 37 19.8
 AR1746
 AR1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1746!SPC FL N     -   1.00000025  x   0.99998750  =   0.99998775
 AR1746!UTM  17      -   1.00000025  x   0.99978265  =   0.99978290
 AR1746
 AR1746                          SUPERSEDED SURVEY CONTROL
 AR1746
 AR1746  NAD 83(1990)-  29 39 32.64021(N)    082 15 25.77966(W) AD(       ) 2
 AR1746  ELLIP H (05/01/91)   -1.55   (m)                       GP(       ) 4 1
 AR1746  NAD 83(1986)-  29 39 32.64991(N)    082 15 25.78512(W) AD(       ) 2
 AR1746  NGVD 29 (11/17/89)   26.7    (m)           88.     (f) GPS OBS        
 AR1746
 AR1746.Superseded values are not recommended for survey control.
 AR1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1746.See file dsdata.txt to determine how the superseded data were derived.
 AR1746
 AR1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7833281669(NAD 83)
 AR1746_MARKER: DD = SURVEY DISK
 AR1746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1746_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1746_STAMPING: A071
 AR1746_MARK LOGO: FL-001
 AR1746_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1746+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1996
 AR1746
 AR1746  HISTORY     - Date     Condition        Report By
 AR1746  HISTORY     - 1988     MONUMENTED       PMC
 AR1746  HISTORY     - 19960331 GOOD             FLDEP
 AR1746  HISTORY     - 20021103 MARK NOT FOUND   FLDEP
 AR1746
 AR1746                          STATION DESCRIPTION
 AR1746
 AR1746'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1746'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 AR1746'EAST OF THE CITY OF GAINESVILLE.
 AR1746'OWNERSHIP--SR 26 R/W.
 AR1746'
 AR1746'TO REACH THE STATION FROM THE INTERSECTION OF WALDO RD AND SR 26, GO
 AR1746'EAST FOR 5.8 KM (3.6 MI) ON SR 26 TO THE STATION ON THE WEST R/W.
 AR1746'
 AR1746'THE STATION IS A STANDARD AC GIS DISK
 AR1746'STAMPED---STATION A071---,
 AR1746'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1746'63.58 METERS (208.58 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1746'SET IN 12 IN PINE,
 AR1746'3.01 METERS (9.87 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1746'IN POWER POLE,
 AR1746'5.19 METERS (17.02 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1746'IN GATE POST,
 AR1746'37.09 METERS (121.69 FT) WEST FROM A PCM 4X4 CONC. MON. ON EAST R/W
 AR1746'OF SR 26, 0.15 METERS (0.5 FT) SOUTHEAST OF A CARSONITE POST SET.
 AR1746'15.19 METERS (49.82 FT) SOUTHEAST FROM A USGS BENCHMARK NO. 50 FND.
 AR1746'
 AR1746'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1746'STAMPED---AZIMUTH A072---,
 AR1746'SET INTO THE GROUND 24 FT TO REFUSAL  (6 IN PVC SLEEVE)
 AR1746'45.50 METERS (149.27 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1746'SET IN POWER POLE,
 AR1746'11.37 METERS (37.29 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1746'IN 16 IN PINE,
 AR1746'15.11 METERS (49.56 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1746'TRIPLE 6 IN OAKS,
 AR1746'39.04 METERS (128.09 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1746'SET IN POWER POLE, 0.21 METERS (0.7 FT) EAST OF A CARSONITE POST SET.
 AR1746'TO REACH THE AZIMUTH FROM THE STATION,
 AR1746'GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON SR 26 TO THE AZIMUTH MARK
 AR1746'ON THE WEST R/W.
 AR1746
 AR1746                          STATION RECOVERY (1996)
 AR1746
 AR1746'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AR1746'THE MARK IS ABOUT 5.4 MI (8.7 KM) EAST OF GAINESVILLE, 14.6 MI (23.5
 AR1746'KM) WEST OF MELROSE AND 10.0 MI (16.1 KM) SOUTHWEST OF WALDO ON STATE
 AR1746'ROAD 26 IN SECTION 1, TOWNSHIP 10 SOUTH, RANGE 20 EAST. TO REACH THE
 AR1746'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (13TH STREET-DR.
 AR1746'MARTIN LUTHER KING JR.  HIGHWAY) AND STATE ROAD 26 (UNIVERSITY AVENUE)
 AR1746'IN GAINSEVILLE, GO EAST ON STATE ROAD 26 (UNIVERSITY AVENUE) FOR 0.85
 AR1746'MI (1.37 KM) TO THE INTERSECTION OF MAIN STREET, CONTINUE EAST ON
 AR1746'STATE ROAD 26 (UNIVERSITY AVENUE) FOR 1.05 MI (1.69 KM) TO THE
 AR1746'Y-JUNCTION OF STATE ROAD 20 ON THE RIGHT, BEAR LEFT AND CONTINUE EAST
 AR1746'ON STATE ROAD 26 FOR 3.35 MI (5.39 KM) TO THE NORTH SIDE OF THE
 AR1746'GAINESVILLE CORRECTIONS CAMP ON THE LEFT AND THE MARK ON THE LEFT, AN
 AR1746'ALUMNUM ALLOY ROD DRIVEN INTO THE GROUND, THE DISK IS RECESSED 0.4 FT
 AR1746'(12.2 CM) BELOW THE LEVEL OF THE GROUND IN A 6-INCH PVC PIPE AND 1.0
 AR1746'FT (0.3 M) BELOW THE LEVEL OF THE STATE ROAD 26,  52.8 FT (16.1 M)
 AR1746'WEST OF THE CENTERLINE OF STATE ROAD 26, 26.5 FT (8.1 M)
 AR1746'SOUTH-SOUTHEAST OF THE CENTER OF A GATE, 16.2 FT (4.9 M) SOUTHEAST OF
 AR1746'A FENCE AND 7.6 FT (2.3 M) EAST OF A CARSONITE WITNESS POST.
 AR1746
 AR1746                          STATION RECOVERY (2002)
 AR1746
 AR1746'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AR1746'MARK NOT FOUND.
 AR1746'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9655 ***********************************************************************
 AC9655  DESIGNATION -  A 072 AZ MK
 AC9655  PID         -  AC9655
 AC9655  STATE/COUNTY-  FL/ALACHUA
 AC9655  USGS QUAD   -  GAINESVILLE EAST (1988)
 AC9655
 AC9655                         *CURRENT SURVEY CONTROL
 AC9655  ___________________________________________________________________
 AC9655* NAD 83(1986)-  29 39 20.     (N)    082 15 29.     (W)     SCALED    
 AC9655* NAVD 88     -        32.247  (meters)     105.80   (feet)  ADJUSTED  
 AC9655  ___________________________________________________________________
 AC9655  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AC9655  DYNAMIC HT  -          32.203 (meters)     105.65  (feet)  COMP
 AC9655  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 AC9655
 AC9655  VERT ORDER  -  SECOND    CLASS I
 AC9655
 AC9655.The horizontal coordinates were scaled from a topographic map and have
 AC9655.an estimated accuracy of +/- 6 seconds.
 AC9655
 AC9655.The orthometric height was determined by differential leveling
 AC9655.and adjusted by the National Geodetic Survey in September 1997..
 AC9655
 AC9655.The geoid height was determined by GEOID03.
 AC9655
 AC9655.The dynamic height is computed by dividing the NAVD 88
 AC9655.geopotential number by the normal gravity value computed on the
 AC9655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9655.degrees latitude (g = 980.6199 gals.).
 AC9655
 AC9655.The modeled gravity was interpolated from observed gravity values.
 AC9655
 AC9655;                    North         East    Units  Estimated Accuracy
 AC9655;SPC FL N     -    74,800.      817,040.      MT  (+/- 180 meters Scaled)
 AC9655
 AC9655                          SUPERSEDED SURVEY CONTROL
 AC9655
 AC9655.No superseded survey control is available for this station.
 AC9655
 AC9655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN782812(NAD 83)
 AC9655_MARKER: DD = SURVEY DISK
 AC9655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9655_STAMPING: A072 AZIMUTH
 AC9655_MARK LOGO: FL-001
 AC9655_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC9655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9655+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1996
 AC9655_ROD/PIPE-DEPTH: 7.32 meters
 AC9655
 AC9655  HISTORY     - Date     Condition        Report By
 AC9655  HISTORY     - 1988     MONUMENTED       PMC
 AC9655  HISTORY     - 19960331 GOOD             FLDEP
 AC9655
 AC9655                          STATION DESCRIPTION
 AC9655
 AC9655'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AC9655'THE STATION (A 071) IS LOCATED ABOUT 8.0 KM (5.0 MI) EAST OF THE CITY
 AC9655'OF GAINESVILLE.
 AC9655'
 AC9655'TO REACH THE STATION FROM THE INTERSECTION OF WALDO RD AND SR 26, GO
 AC9655'EAST FOR 5.8 KM (3.6 MI) ON SR 26 TO THE STATION (A 071) ON THE WEST
 AC9655'R/W.
 AC9655'
 AC9655'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHWEST FOR 0.4 KM (0.25
 AC9655'MI) ON SR 26 TO THE AZIMUTH MARK ON THE WEST R/W.
 AC9655'
 AC9655'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK STAMPED---AZIMUTH
 AC9655'A072---, SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE) 45.50
 AC9655'METERS (149.27 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET IN
 AC9655'POWER POLE, 11.37 METERS (37.29 FT) SOUTHEAST FROM A NAIL AND CAP (NO
 AC9655'3765) SET IN 16 IN PINE, 15.11 METERS (49.56 FT) NORTH FROM A NAIL AND
 AC9655'CAP (NO 3765) SET IN TRIPLE 6 IN OAKS, 39.04 METERS (128.09 FT)
 AC9655'SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET IN POWER POLE, 0.21 METERS
 AC9655'(0.7 FT) EAST OF A CARSONITE POST SET.
 AC9655
 AC9655                          STATION RECOVERY (1996)
 AC9655
 AC9655'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9655'THE MARK IS ABOUT 5.15 MI (8.29 KM) EAST OF GAINESVILLE, 14.85 MI
 AC9655'(23.90 KM) WEST OF MELROSE AND 10.0 MI (16.1 KM) SOUTHWEST OF WALDO ON
 AC9655'STATE ROAD 26 IN SECTION 1, TOWNSHIP 10 SOUTH, RANGE 20 EAST. TO REACH
 AC9655'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (13TH STREET-DR.
 AC9655'MARTIN LUTHER KING JR. HIGHWAY) AND STATE ROAD 26 (UNIVERSITY AVENUE)
 AC9655'IN GAINESVILLE, GO EAST ON STATE ROAD 26 (UNIVERSITY AVENUE) FOR 0.85
 AC9655'MI (1.37 KM) TO THE INTERSECTION OF MAIN STREET, CONTINUE EAST ON
 AC9655'STATE ROAD 26 (UNIVERSTY AVENUE) FOR 1.05 MI (1.69 KM) TO THE
 AC9655'Y-JUNCTION OF STATE ROAD 20 ON THE RIGHT, BEAR LEFT AND CONTINUE EAST
 AC9655'ON STATE ROAD 26 FOR 3.1 MI (5.0 KM) TO THE GAINESVILLE CORRECTIONS
 AC9655'CAMP ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMNUM ALLOY ROD DRIVEN
 AC9655'INTO THE GROUND, THE DISK IS RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL
 AC9655'OF THE GROUND IN A 6-INCH PVC PIPE AND 2.0 FT (0.6 M) ABOVE THE LEVEL
 AC9655'OF STATE ROAD 26.  LOCATED 287.0 FT (87.5 M) SOUTHWEST OF THE SOUTH
 AC9655'ENTRANCE TO GAINESVILLE CORRECTIONS CAMP, 56.1 FT (17.1 M) WEST OF THE
 AC9655'CENTERLINE OF STATE ROAD 26, 15.3 FT (4.7 M) NORTHEAST OF THE
 AC9655'SOUTHEAST END OF A 4.0 FT (1.2 M) TALL CHAINLINK FENCE, 14.0 FT (4.3
 AC9655'M) NORTHEAST OF POWER POLE NUMBER CG 32495, 12.8 FT (3.9 M) NORTHEAST
 AC9655'OF THE SOUTHEAST END OF A HOG WIRE FENCE AND 0.8 FT (24.4 CM) WEST OF
 AC9655'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1747 ***********************************************************************
 AR1747  DESIGNATION -  A 073
 AR1747  PID         -  AR1747
 AR1747  STATE/COUNTY-  FL/ALACHUA
 AR1747  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1747
 AR1747                         *CURRENT SURVEY CONTROL
 AR1747  ___________________________________________________________________
 AR1747* NAD 83(1999)-  29 41 59.04065(N)    082 15 24.57098(W)     ADJUSTED  
 AR1747* NAVD 88     -        38.2    (meters)     125.     (feet)  VERTCON   
 AR1747  ___________________________________________________________________
 AR1747  X           -     747,071.271 (meters)                     COMP
 AR1747  Y           -  -5,494,274.040 (meters)                     COMP
 AR1747  Z           -   3,141,510.033 (meters)                     COMP
 AR1747  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AR1747  ELLIP HEIGHT-          10.11  (meters)          (06/12/02) GPS OBS
 AR1747  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AR1747
 AR1747  HORZ ORDER  -  SECOND
 AR1747  ELLP ORDER  -  FOURTH    CLASS I
 AR1747
 AR1747.The horizontal coordinates were established by GPS observations
 AR1747.and adjusted by the National Geodetic Survey in June 2002..
 AR1747
 AR1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1747
 AR1747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1747
 AR1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1747
 AR1747.The ellipsoidal height was determined by GPS observations
 AR1747.and is referenced to NAD 83.
 AR1747
 AR1747.The geoid height was determined by GEOID03.
 AR1747
 AR1747;                    North         East     Units Scale Factor Converg.
 AR1747;SPC FL N     -    79,699.246   817,066.163   MT  0.99998150   +1 07 38.1
 AR1747;SPC FL N     -   261,479.94  2,680,657.90   sFT  0.99998150   +1 07 38.1
 AR1747;UTM  17      - 3,286,174.927   378,413.854   MT  0.99978240   -0 37 22.0
 AR1747
 AR1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1747!SPC FL N     -   0.99999841  x   0.99998150  =   0.99997991
 AR1747!UTM  17      -   0.99999841  x   0.99978240  =   0.99978081
 AR1747
 AR1747                          SUPERSEDED SURVEY CONTROL
 AR1747
 AR1747  NAD 83(1990)-  29 41 59.03934(N)    082 15 24.57101(W) AD(       ) 2
 AR1747  ELLIP H (05/01/91)   10.13   (m)                       GP(       ) 4 1
 AR1747  NAD 83(1986)-  29 41 59.04901(N)    082 15 24.57623(W) AD(       ) 2
 AR1747  NGVD 29 (11/17/89)   38.4    (m)          126.     (f) GPS OBS        
 AR1747
 AR1747.Superseded values are not recommended for survey control.
 AR1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1747.See file dsdata.txt to determine how the superseded data were derived.
 AR1747
 AR1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7841486175(NAD 83)
 AR1747_MARKER: DD = SURVEY DISK
 AR1747_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1747_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1747_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1747+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1747
 AR1747  HISTORY     - Date     Condition        Report By
 AR1747  HISTORY     - 1988     MONUMENTED       PMC
 AR1747
 AR1747                          STATION DESCRIPTION
 AR1747
 AR1747'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1747'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI)
 AR1747'NORTHEAST OF THE CITY OF GAINESVILLE.
 AR1747'OWNERSHIP--PRIVATE.
 AR1747'
 AR1747'TO REACH THE STATION FROM THE INTERSECTION OF SR 24 AND NE 53RD AVE
 AR1747'(ACR 232), GO NORTHEAST FOR 0.2 KM (0.15 MI) ON ON SR 24 TO A PAVED
 AR1747'ROAD BEARING EAST, GO EASTERLY ON PAVED ROAD BEARING TO THE LEFT AT
 AR1747'THE WYE IN THE ROAD, CONTINUE ALONG PAVED ROAD CURVING TO THE RIGHT
 AR1747'FOR 2.1 KM (1.3 MI) FROM SR 24 TO A POINT APPROX. 61 METERS
 AR1747'(200 FT) NORTH OF T-INTERSECTION WITH A PAVED ROAD BEARING EAST,
 AR1747'LEAVING PAVED ROAD, PROCEED EASTERLY ALONG GRASS FIELD ALONG A
 AR1747'COURSE NORTH OF SHOOTING RANGE AND SOUTH OF SCRAPED PORTION OF
 AR1747'FIELD A DISTACE OF 0.3 KM (0.2 MI) TO A TREE LINE, GO NORTH ALONG
 AR1747'TREE LINE A DISTANCE OF 91.0 METERS (300 FT) TO THE STATION.
 AR1747'
 AR1747'THE STATION IS A STANDARD AC GIS DISK
 AR1747'STAMPED---STATION A073---,
 AR1747'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1747'60.60 METERS (198.82 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1747'12 IN PINE,
 AR1747'37.50 METERS (123.04 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1747'SET IN 10 IN PINE,
 AR1747'43.18 METERS (41.68 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1747'IN 8 IN PINE, 1.2 METERS (4 FT) WEST OF A CARSONITE POST SET.
 AR1747'
 AR1747'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1747'STAMPED---AZIMUTH A074---,
 AR1747'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1747'33.79 METERS (110.87 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1747'SET IN POWER POLE, 0.2 METERS (0.7 FT) EAST OF A CARSONITE POST SET,
 AR1747'5.44 METERS (17.85 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1747'3.91 METERS (12.83 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1747'6.17 METERS (20.25 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1747'TO REACH THE AZIMUTH FROM THE STATION,
 AR1747'GO WEST FOR 411 METERS (1350 FT) ON THROUGH THE FIELD TO THE
 AR1747'AZIMUTH MARK ON THE WEST SIDE OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1748 ***********************************************************************
 AR1748  DESIGNATION -  A 075
 AR1748  PID         -  AR1748
 AR1748  STATE/COUNTY-  FL/ALACHUA
 AR1748  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AR1748
 AR1748                         *CURRENT SURVEY CONTROL
 AR1748  ___________________________________________________________________
 AR1748* NAD 83(1999)-  29 41 23.65197(N)    082 11 59.55492(W)     ADJUSTED  
 AR1748* NAVD 88     -        25.241  (meters)      82.81   (feet)  ADJUSTED  
 AR1748  ___________________________________________________________________
 AR1748  X           -     752,603.672 (meters)                     COMP
 AR1748  Y           -  -5,494,052.627 (meters)                     COMP
 AR1748  Z           -   3,140,557.178 (meters)                     COMP
 AR1748  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AR1748  ELLIP HEIGHT-          -2.61  (meters)          (06/12/02) GPS OBS
 AR1748  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR1748  DYNAMIC HT  -          25.207 (meters)      82.70  (feet)  COMP
 AR1748  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AR1748
 AR1748  HORZ ORDER  -  SECOND
 AR1748  VERT ORDER  -  SECOND    CLASS I
 AR1748  ELLP ORDER  -  FOURTH    CLASS I
 AR1748
 AR1748.The horizontal coordinates were established by GPS observations
 AR1748.and adjusted by the National Geodetic Survey in June 2002..
 AR1748
 AR1748.The orthometric height was determined by differential leveling
 AR1748.and adjusted by the National Geodetic Survey in September 1997..
 AR1748
 AR1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1748
 AR1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1748
 AR1748.The ellipsoidal height was determined by GPS observations
 AR1748.and is referenced to NAD 83.
 AR1748
 AR1748.The geoid height was determined by GEOID03.
 AR1748
 AR1748.The dynamic height is computed by dividing the NAVD 88
 AR1748.geopotential number by the normal gravity value computed on the
 AR1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1748.degrees latitude (g = 980.6199 gals.).
 AR1748
 AR1748.The modeled gravity was interpolated from observed gravity values.
 AR1748
 AR1748;                    North         East     Units Scale Factor Converg.
 AR1748;SPC FL N     -    78,719.634   822,598.202   MT  0.99998291   +1 09 21.1
 AR1748;SPC FL N     -   258,266.00  2,698,807.60   sFT  0.99998291   +1 09 21.1
 AR1748;UTM  17      - 3,285,027.058   383,912.251   MT  0.99976628   -0 35 39.7
 AR1748
 AR1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1748!SPC FL N     -   1.00000041  x   0.99998291  =   0.99998332
 AR1748!UTM  17      -   1.00000041  x   0.99976628  =   0.99976669
 AR1748
 AR1748                          SUPERSEDED SURVEY CONTROL
 AR1748
 AR1748  NAD 83(1990)-  29 41 23.65059(N)    082 11 59.55517(W) AD(       ) 2
 AR1748  ELLIP H (05/01/91)   -2.60   (m)                       GP(       ) 4 1
 AR1748  NAD 83(1986)-  29 41 23.66033(N)    082 11 59.56031(W) AD(       ) 2
 AR1748  NGVD 29 (11/17/89)   25.7    (m)           84.     (f) GPS OBS        
 AR1748
 AR1748.Superseded values are not recommended for survey control.
 AR1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1748.See file dsdata.txt to determine how the superseded data were derived.
 AR1748
 AR1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8391285027(NAD 83)
 AR1748_MARKER: DD = SURVEY DISK
 AR1748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1748_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1748_STAMPING: A075
 AR1748_MARK LOGO: FL-001
 AR1748_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1748+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1996
 AR1748
 AR1748  HISTORY     - Date     Condition        Report By
 AR1748  HISTORY     - 1988     MONUMENTED       PMC
 AR1748  HISTORY     - 19960411 GOOD             FLDEP
 AR1748
 AR1748                          STATION DESCRIPTION
 AR1748
 AR1748'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1748'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI)
 AR1748'NORTHEAST OF THE CITY OF GAINESVILLE.
 AR1748'OWNERSHIP--SR 26 R/W.
 AR1748'
 AR1748'TO REACH THE STATION FROM THE JUNCTION OF SR 26 AND U.S. 301 IN
 AR1748'ORANGE HEIGHTS, GO SOUTHWEST FOR 6.6 KM (4.1 MI) ON SR 26 TO THE
 AR1748'STATION ON THE SOUTHEAST SIDE OF THE ROAD.
 AR1748'
 AR1748'THE STATION IS A STANDARD AC GIS DISK
 AR1748'STAMPED---STATION A075---,
 AR1748'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1748'20.85 METERS (68.40 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1748'IN A FENCE CORNER,
 AR1748'33.64 METERS (110.35 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1748'SET IN 14 IN LONG-LEAF PINE,
 AR1748'23.57 METERS (77.33 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1748'IN POWER POLE, 2 METERS (7 FT) SOUTH OF A CARSONITE POST SET,
 AR1748'9.84 METERS (32.27 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET.
 AR1748'
 AR1748'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1748'STAMPED---AZIMUTH A076---,
 AR1748'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1748'11.19 METERS (36.71 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1748'IN CENTERLINE OF SR 26,
 AR1748'2.48 METERS (8.13 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1748'IN POWER POLE,
 AR1748'8.24 METERS (27.04 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1748'IN 8 IN PINE, 0.3 METERS (1 FT) SOUTH OF A CARSONITE POST SET.
 AR1748'TO REACH THE AZIMUTH FROM THE STATION,
 AR1748'GO NORTHEAST FOR 0.56 KM (0.35 MI) ON SR 26 TO THE AZIMUTH MARK
 AR1748'NEAR THE NORTH R/W OF SR 26.
 AR1748
 AR1748                          STATION RECOVERY (1996)
 AR1748
 AR1748'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AR1748'THE MARK IS ABOUT 9.8 MI (15.8 KM) EAST OF GAINESVILLE, 10.2 MI (16.4
 AR1748'KM) WEST OF MELROSE AND 8.0 MI (12.9 KM) SOUTH OF WALDO ON STATE ROAD
 AR1748'26 IN SECTION 22, TOWNSHIP 9 SOUTH, RANGE 21 EAST. TO REACH THE MARK
 AR1748'FROM THE INTERSECTION OF U.S. HIGHWAY 441 (13TH STREET-DR.  MARTIN
 AR1748'LUTHER KING JR.  HIGHWAY) AND STATE ROAD 26 (UNIVERSITY AVENUE) IN
 AR1748'GAINESVILLE, GO EAST ON STATE ROAD 26 (UNIVERSITY AVENUE) FOR 0.85 MI
 AR1748'(1.37 KM) TO THE INTERSECTION OF MAIN STREET, CONTINUE EAST ON STATE
 AR1748'ROAD 26 (UNIVERSITY AVENUE) FOR 1.05 MI (1.69 KM) TO THE Y-JUNCTION OF
 AR1748'STATE ROAD 20 ON THE RIGHT, BEAR LEFT AND CONTINUE EAST ON STATE ROAD
 AR1748'26 FOR 7.75 MI (12.47 KM) TO THE MARK ON THE RIGHT, AN ALUMNUM ALLOY
 AR1748'ROD DRIVEN INTO THE GROUND, THE DISK IS RECESSED 0.7 FT (21.3 CM)
 AR1748'BELOW THE LEVEL OF THE GROUND IN A 6-INCH PVC PIPE AND LEVEL WITH
 AR1748'STATE ROAD 26. LOCATED 135.6 FT (41.3 M) NORTHEAST OF A DRIVEWAY, 94.0
 AR1748'FT (28.7 M) NORTHEAST OF THE NORTHEAST CORNER OF THE BARBWIRE FENCE,
 AR1748'62.0 FT (18.9 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE BARBWIRE
 AR1748'FENCE, 42.6 FT (13.0 M) SOUTHEAST OF THE CENTERLINE OF STATE ROAD 26
 AR1748'AND 6.7 FT (2.0 M) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1749 ***********************************************************************
 AR1749  DESIGNATION -  A 077
 AR1749  PID         -  AR1749
 AR1749  STATE/COUNTY-  FL/ALACHUA
 AR1749  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AR1749
 AR1749                         *CURRENT SURVEY CONTROL
 AR1749  ___________________________________________________________________
 AR1749* NAD 83(1999)-  29 44 27.68625(N)    082 12 34.76938(W)     ADJUSTED  
 AR1749* NAVD 88     -        46.2    (meters)     152.     (feet)  VERTCON   
 AR1749  ___________________________________________________________________
 AR1749  X           -     751,287.385 (meters)                     COMP
 AR1749  Y           -  -5,491,415.863 (meters)                     COMP
 AR1749  Z           -   3,145,488.871 (meters)                     COMP
 AR1749  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AR1749  ELLIP HEIGHT-          18.08  (meters)          (06/12/02) GPS OBS
 AR1749  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1749
 AR1749  HORZ ORDER  -  SECOND
 AR1749  ELLP ORDER  -  FOURTH    CLASS I
 AR1749
 AR1749.The horizontal coordinates were established by GPS observations
 AR1749.and adjusted by the National Geodetic Survey in June 2002..
 AR1749
 AR1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1749
 AR1749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1749
 AR1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1749
 AR1749.The ellipsoidal height was determined by GPS observations
 AR1749.and is referenced to NAD 83.
 AR1749
 AR1749.The geoid height was determined by GEOID03.
 AR1749
 AR1749;                    North         East     Units Scale Factor Converg.
 AR1749;SPC FL N     -    84,365.919   821,537.860   MT  0.99997592   +1 09 03.4
 AR1749;SPC FL N     -   276,790.52  2,695,328.80   sFT  0.99997592   +1 09 03.4
 AR1749;UTM  17      - 3,290,701.899   383,025.087   MT  0.99976883   -0 36 00.6
 AR1749
 AR1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1749!SPC FL N     -   0.99999716  x   0.99997592  =   0.99997308
 AR1749!UTM  17      -   0.99999716  x   0.99976883  =   0.99976599
 AR1749
 AR1749                          SUPERSEDED SURVEY CONTROL
 AR1749
 AR1749  NAD 83(1990)-  29 44 27.68491(N)    082 12 34.76955(W) AD(       ) 2
 AR1749  ELLIP H (05/01/91)   18.09   (m)                       GP(       ) 4 1
 AR1749  NAD 83(1986)-  29 44 27.69449(N)    082 12 34.77395(W) AD(       ) 2
 AR1749  NGVD 29 (11/17/89)   46.4    (m)          152.     (f) GPS OBS        
 AR1749
 AR1749.Superseded values are not recommended for survey control.
 AR1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1749.See file dsdata.txt to determine how the superseded data were derived.
 AR1749
 AR1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8302590702(NAD 83)
 AR1749_MARKER: DD = SURVEY DISK
 AR1749_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1749_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1749_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1749+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1749
 AR1749  HISTORY     - Date     Condition        Report By
 AR1749  HISTORY     - 1988     MONUMENTED       PMC
 AR1749
 AR1749                          STATION DESCRIPTION
 AR1749
 AR1749'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1749'THE STATION IS LOCATED ABOUT 15.9 KM (9.9 MI)
 AR1749'NORTHEAST OF GAINESVILLE.
 AR1749'OWNERSHIP--PRIVATE.
 AR1749'
 AR1749'TO REACH THE STATION FROM THE INTERSECTION OF SR 24 AND NE 39TH AVE
 AR1749'(SR 222) IN NE GAINESVILLE, GO NORTHEAST FOR
 AR1749'10.1 KM (6.3 MI) ON SR 24 TO AUSTIN-CAREY MEMORIAL FOREST,
 AR1749'TURN RIGHT AND GO SOUTHEAST FOR 0.5 KM (0.3 MI) ON ROAD INTO FOREST
 AR1749'TO A WYE IN THE ROAD, BEAR RIGHT AT THE WYE AND CONTINUE 0.6 KM
 AR1749'(0.4 MI) ON ROAD TO A DIRT ROAD AND THE STATION ON THE RIGHT.
 AR1749'
 AR1749'THE STATION IS A STANDARD AC GIS DISK
 AR1749'STAMPED---STATION A077---,
 AR1749'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1749'4.97 METERS (16.31 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1749'5.89 METERS (19.10 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1749'6.63 METERS (21.77 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1749'3.84 METERS (12.60 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1749'
 AR1749'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1749'STAMPED---AZIMUTH A078---,
 AR1749'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1749'6.67 METERS (21.87 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1749'7.50 METERS (24.59 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1749'6.32 METERS (20.72 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1749'0.3 METERS (1 FT) WEST OF A CARSONITE POST SET.  TO REACH THE AZIMUTH
 AR1749'FROM THE STATION, TURN LEFT AND GO EAST  FOR 0.2 KM (0.1 MI) ON DIRT
 AR1749'ROAD TO A T-ROAD HEADING NORTH,
 AR1749'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON ROAD TO AZIMUTH
 AR1749'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1750 ***********************************************************************
 AR1750  DESIGNATION -  A 079
 AR1750  PID         -  AR1750
 AR1750  STATE/COUNTY-  FL/ALACHUA
 AR1750  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1750
 AR1750                         *CURRENT SURVEY CONTROL
 AR1750  ___________________________________________________________________
 AR1750* NAD 83(1999)-  29 44 30.78027(N)    082 15 33.99906(W)     ADJUSTED  
 AR1750* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 AR1750  ___________________________________________________________________
 AR1750  X           -     746,509.394 (meters)                     COMP
 AR1750  Y           -  -5,492,022.081 (meters)                     COMP
 AR1750  Z           -   3,145,572.920 (meters)                     COMP
 AR1750  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AR1750  ELLIP HEIGHT-          20.76  (meters)          (06/12/02) GPS OBS
 AR1750  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR1750
 AR1750  HORZ ORDER  -  SECOND
 AR1750  ELLP ORDER  -  FOURTH    CLASS I
 AR1750
 AR1750.The horizontal coordinates were established by GPS observations
 AR1750.and adjusted by the National Geodetic Survey in June 2002..
 AR1750
 AR1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1750
 AR1750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1750
 AR1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1750
 AR1750.The ellipsoidal height was determined by GPS observations
 AR1750.and is referenced to NAD 83.
 AR1750
 AR1750.The geoid height was determined by GEOID03.
 AR1750
 AR1750;                    North         East     Units Scale Factor Converg.
 AR1750;SPC FL N     -    84,365.482   816,720.963   MT  0.99997581   +1 07 33.4
 AR1750;SPC FL N     -   276,789.09  2,679,525.36   sFT  0.99997581   +1 07 33.4
 AR1750;UTM  17      - 3,290,848.614   378,211.389   MT  0.99978301   -0 37 29.6
 AR1750
 AR1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1750!SPC FL N     -   0.99999674  x   0.99997581  =   0.99997255
 AR1750!UTM  17      -   0.99999674  x   0.99978301  =   0.99977975
 AR1750
 AR1750                          SUPERSEDED SURVEY CONTROL
 AR1750
 AR1750  NAD 83(1990)-  29 44 30.77894(N)    082 15 33.99910(W) AD(       ) 2
 AR1750  ELLIP H (05/01/91)   20.77   (m)                       GP(       ) 4 1
 AR1750  NAD 83(1986)-  29 44 30.78848(N)    082 15 34.00381(W) AD(       ) 2
 AR1750  NGVD 29 (11/17/89)   49.1    (m)          161.     (f) GPS OBS        
 AR1750
 AR1750.Superseded values are not recommended for survey control.
 AR1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1750.See file dsdata.txt to determine how the superseded data were derived.
 AR1750
 AR1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7821190849(NAD 83)
 AR1750_MARKER: DD = SURVEY DISK
 AR1750_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1750_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1750_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1750+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1750
 AR1750  HISTORY     - Date     Condition        Report By
 AR1750  HISTORY     - 1988     MONUMENTED       PMC
 AR1750
 AR1750                          STATION DESCRIPTION
 AR1750
 AR1750'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1750'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI)
 AR1750'NORTHEAST OF GAINESVILLE.
 AR1750'OWNERSHIP--PRIVATE.
 AR1750'
 AR1750'TO REACH THE STATION FROM THE INTERSECTION OF NE 53RD AVE AND
 AR1750'ACR 225, GO NORTH FOR 4.3 KM (2.7 MI) ON ACR 225 TO A PAVED ROAD
 AR1750'HEADING EAST, SAID ROAD BEING THE ENTRANCE TO THE UNIVERSITY OF
 AR1750'FLORIDA BEEF RESEARCH UNIT,
 AR1750'GO NORTHEAST FOR 1.1 KM (0.7 MI) ON SAID PAVED ENTRANCE ROAD TO THE
 AR1750'END OF THE PAVEMENT, CONTINUE NORTHEAST FOR 0.56 KM (0.35 MI) ON A
 AR1750'DIRT ROAD TO A BEND TO THE NORTHEAST, GO PAST THE BEND TO THE FIRST
 AR1750'DIRT ROAD HEADING SOUTHEAST,
 AR1750'GO SOUTH-SOUTHEAST FOR 0.24 KM (0.15 MI) ON DIRT ROAD TO A GATE IN
 AR1750'AN EAST-WEST FENCE LINE ON THE SOUTH SIDE OF THE DIRT ROAD,
 AR1750'GO SOUTH FOR 0.48 KM (0.3 MI) ON A PATH THROUGH THE GATE ALONG A
 AR1750'NORTH-SOUTH FENCELINE TO AN EAST-WEST FENCELINE AND THE STATION ON
 AR1750'THE SOUTH SIDE OF THE FENCE.
 AR1750'
 AR1750'THE STATION IS A STANDARD AC GIS DISK
 AR1750'STAMPED---STATION A079---,
 AR1750'SET INTO THE GROUND 48 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1750'2.37 METERS (7.77 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1750'IN GATE POST,
 AR1750'4.31 METERS (14.13 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1750'IN GATE POST,
 AR1750'11.89 METERS (39.01 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1750'IN GATE POST,
 AR1750'5.0 METERS (16.41 FT) NORTHEAST FROM A X-CUT IN SW CORNER OF CONC.
 AR1750'WATER TROUGH,
 AR1750'0.3 METERS (1 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1750'
 AR1750'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1750'STAMPED---AZIMUTH A080---,
 AR1750'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1750'30.2 METERS (99.09 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1750'IN A 10 IN CYPRESS,
 AR1750'2.23 METERS (7.33 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1750'IN GATE POST,
 AR1750'15.16 METERS (49.74 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1750'IN A 14 IN PINE,
 AR1750'10.99 METERS (36.04 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1750'SET, 0.15 METERS (0.5 FT) SOUTH OF A CARSONITE WITNESS POST SET.
 AR1750'TO REACH THE AZIMUTH FROM THE STATION,
 AR1750'GO NORTH FOR 0.48 KM (0.3 MI) ON A PATH ALONG FENCE LINE TO AN
 AR1750'EAST-WEST FENCELINE AND THE AZIMUTH MARK NORTH OF EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4715 ***********************************************************************
 AC4715  DESIGNATION -  A 08
 AC4715  PID         -  AC4715
 AC4715  STATE/COUNTY-  FL/MIAMI-DADE
 AC4715  USGS QUAD   -  HOMESTEAD (1994)
 AC4715
 AC4715                         *CURRENT SURVEY CONTROL
 AC4715  ___________________________________________________________________
 AC4715* NAD 83(1986)-  25 29 37.     (N)    080 27 12.     (W)     SCALED    
 AC4715* NAVD 88     -         2.674  (meters)       8.77   (feet)  ADJUSTED  
 AC4715  ___________________________________________________________________
 AC4715  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AC4715  DYNAMIC HT  -           2.670 (meters)       8.76  (feet)  COMP
 AC4715  MODELED GRAV-     978,979.9   (mgal)                       NAVD 88
 AC4715
 AC4715  VERT ORDER  -  FIRST     CLASS II
 AC4715
 AC4715.The horizontal coordinates were scaled from a topographic map and have
 AC4715.an estimated accuracy of +/- 6 seconds.
 AC4715
 AC4715.The orthometric height was determined by differential leveling
 AC4715.and adjusted by the National Geodetic Survey in May 1994..
 AC4715
 AC4715.The geoid height was determined by GEOID03.
 AC4715
 AC4715.The dynamic height is computed by dividing the NAVD 88
 AC4715.geopotential number by the normal gravity value computed on the
 AC4715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4715.degrees latitude (g = 980.6199 gals.).
 AC4715
 AC4715.The modeled gravity was interpolated from observed gravity values.
 AC4715
 AC4715;                    North         East    Units  Estimated Accuracy
 AC4715;SPC FL E     -   128,630.      254,960.      MT  (+/- 180 meters Scaled)
 AC4715
 AC4715                          SUPERSEDED SURVEY CONTROL
 AC4715
 AC4715  NGVD 29 (09/01/92)    3.137  (m)           10.29   (f) ADJUSTED    1 2
 AC4715
 AC4715.Superseded values are not recommended for survey control.
 AC4715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4715.See file dsdata.txt to determine how the superseded data were derived.
 AC4715
 AC4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ549197(NAD 83)
 AC4715_MARKER: DD = SURVEY DISK
 AC4715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4715_SP_SET: SIDEWALK
 AC4715_STAMPING: 87 87 A 08
 AC4715_MARK LOGO: FLDT  
 AC4715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4715+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 AC4715
 AC4715  HISTORY     - Date     Condition        Report By
 AC4715  HISTORY     - UNK      MONUMENTED       FLDT
 AC4715  HISTORY     - 19910124 GOOD             FLDNR
 AC4715  HISTORY     - 19930518 GOOD             NGS
 AC4715
 AC4715                          STATION DESCRIPTION
 AC4715
 AC4715'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4715'TO REACH THE MARK FROM THE JUNCTION OF OLD DIXIE HIGHWAY AND
 AC4715'NORTHWEST 8TH STREET (CAMBELL DRIVE) IN HOMESTEAD, GO NORTHEAST 1.5
 AC4715'MI (2.4 KM) ON OLD DIXIE HIGHWAY TO A BRIDGE OVER CANAL C 103, AND
 AC4715'THE MARK IN THE SOUTHEAST CORNER OF THE BRIDGE.  LOCATED 2.2 FT (0.7
 AC4715'M) WEST SOUTHWEST OF THE SOUTHEAST END OF THE WALKWAY, 1.9 FT (0.6 M)
 AC4715'NORTH NORTHWEST OF THE WEST EDGE OF THE CONCRETE BRIDGE RAIL THAT HAS
 AC4715'A WITNESS POST ATTACHED TO IT, 16.2 FT (4.9 M) SOUTH SOUTHEAST OF THE
 AC4715'CENTERLINE OF OLD DIXIE HIGHWAY AND 1 FT (0.3 M) ABOVE THE LEVEL OF
 AC4715'THE HIGHWAY.
 AC4715
 AC4715                          STATION RECOVERY (1993)
 AC4715
 AC4715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4715'0.7 KM (0.45 MI) EASTERLY ALONG NORTHEAST 8TH STREET FROM THE POST
 AC4715'OFFICE IN HOMESTEAD, THENCE 2.5 KM (1.55 MI) NORTHEASTERLY ALONG OLD
 AC4715'DIXIE HIGHWAY (DESOTO STREET), IN TOP OF AND 0.6 M (2.0 FT) SOUTHWEST
 AC4715'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE WALKWAY OF A BRIDGE
 AC4715'SPANNING CANAL C 103, 4.9 M (16.1 FT) SOUTHEAST OF THE CENTERLINE OF
 AC4715'THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1751 ***********************************************************************
 AR1751  DESIGNATION -  A 081
 AR1751  PID         -  AR1751
 AR1751  STATE/COUNTY-  FL/ALACHUA
 AR1751  USGS QUAD   -  WALDO (1991)
 AR1751
 AR1751                         *CURRENT SURVEY CONTROL
 AR1751  ___________________________________________________________________
 AR1751* NAD 83(1999)-  29 46 56.79175(N)    082 14 28.63320(W)     ADJUSTED  
 AR1751* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 AR1751  ___________________________________________________________________
 AR1751  X           -     747,948.259 (meters)                     COMP
 AR1751  Y           -  -5,489,572.123 (meters)                     COMP
 AR1751  Z           -   3,149,474.743 (meters)                     COMP
 AR1751  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AR1751  ELLIP HEIGHT-          18.69  (meters)          (06/12/02) GPS OBS
 AR1751  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1751
 AR1751  HORZ ORDER  -  SECOND
 AR1751  ELLP ORDER  -  FOURTH    CLASS I
 AR1751
 AR1751.The horizontal coordinates were established by GPS observations
 AR1751.and adjusted by the National Geodetic Survey in June 2002..
 AR1751
 AR1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1751
 AR1751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1751
 AR1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1751
 AR1751.The ellipsoidal height was determined by GPS observations
 AR1751.and is referenced to NAD 83.
 AR1751
 AR1751.The geoid height was determined by GEOID03.
 AR1751
 AR1751;                    North         East     Units Scale Factor Converg.
 AR1751;SPC FL N     -    88,895.006   818,387.956   MT  0.99997084   +1 08 06.2
 AR1751;SPC FL N     -   291,649.70  2,684,994.49   sFT  0.99997084   +1 08 06.2
 AR1751;UTM  17      - 3,295,324.215   380,015.680   MT  0.99977762   -0 36 59.9
 AR1751
 AR1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1751!SPC FL N     -   0.99999706  x   0.99997084  =   0.99996790
 AR1751!UTM  17      -   0.99999706  x   0.99977762  =   0.99977469
 AR1751
 AR1751                          SUPERSEDED SURVEY CONTROL
 AR1751
 AR1751  NAD 83(1990)-  29 46 56.79040(N)    082 14 28.63319(W) AD(       ) 2
 AR1751  ELLIP H (05/01/91)   18.71   (m)                       GP(       ) 4 1
 AR1751  NAD 83(1986)-  29 46 56.79992(N)    082 14 28.63786(W) AD(       ) 2
 AR1751  NGVD 29 (11/17/89)   47.1    (m)          155.     (f) GPS OBS        
 AR1751
 AR1751.Superseded values are not recommended for survey control.
 AR1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1751.See file dsdata.txt to determine how the superseded data were derived.
 AR1751
 AR1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8001695324(NAD 83)
 AR1751_MARKER: DD = SURVEY DISK
 AR1751_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1751_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1751_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1751+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1751
 AR1751  HISTORY     - Date     Condition        Report By
 AR1751  HISTORY     - 1988     MONUMENTED       PMC
 AR1751
 AR1751                          STATION DESCRIPTION
 AR1751
 AR1751'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1751'THE STATION IS LOCATED ABOUT 17.2 KM (10.7 MI)
 AR1751'NORTHEAST OF GAINESVILLE.
 AR1751'OWNERSHIP--PRIVATE.
 AR1751'
 AR1751'TO REACH THE STATION FROM THE INTERSECTION OF NE 53RD AVE (ACR 232)
 AR1751'AND ACR 225, GO NORTH FOR 7.2 KM (4.5 MI) ON ACR 225 TO AN
 AR1751'IMPROVED DIRT ROAD HEADING EAST,
 AR1751'GO EAST FOR 3.4 KM (2.1 MI) ON DIRT ROAD TO A T-INTERSECTION WITH A
 AR1751'NORTH-SOUTH IMPROVED ROAD,
 AR1751'GO NORTH FOR 1.6 KM (1.0 MI) ON DIRT ROAD TO AN INTERSECTION WITH A
 AR1751'DIRT ROAD,
 AR1751'GO EAST FOR 0.8 KM (0.5 MI) ON DIRT ROAD TO STATION IN THE DIRT
 AR1751'ROAD.
 AR1751'
 AR1751'THE STATION IS A STANDARD AC GIS DISK
 AR1751'STAMPED---STATION A081---,
 AR1751'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1751'3.31 METERS (10.85 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1751'3.14 METERS (10.29 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1751'12.29 METERS (40.33 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1751'SET,
 AR1751'14.16 METERS (46.46 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1751'SET, 1.5 METERS (4.8 FT) NORTH OF A CARSONITE POST SET.
 AR1751'
 AR1751'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1751'STAMPED---AZIMUTH A082---,
 AR1751'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1751'5.68 METERS (18.63 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1751'3.00 METERS (9.86 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1751'5.78 METERS (18.98 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1751'4.3 METERS (14 FT) SOUTH OF A CARSONITE POST SET.  TO REACH THE
 AR1751'AZIMUTH FROM THE STATION, GO NORTHEAST FOR 0.8 KM (0.5 MI) ON
 AR1751'IMPROVED DIRT ROAD TO THE AZIMUTH MARK IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1752 ***********************************************************************
 AR1752  DESIGNATION -  A 083
 AR1752  PID         -  AR1752
 AR1752  STATE/COUNTY-  FL/ALACHUA
 AR1752  USGS QUAD   -  WALDO (1991)
 AR1752
 AR1752                         *CURRENT SURVEY CONTROL
 AR1752  ___________________________________________________________________
 AR1752* NAD 83(1999)-  29 47 27.36879(N)    082 11 57.11028(W)     ADJUSTED  
 AR1752* NAVD 88     -        49.3    (meters)     162.     (feet)  VERTCON   
 AR1752  ___________________________________________________________________
 AR1752  X           -     751,917.517 (meters)                     COMP
 AR1752  Y           -  -5,488,559.871 (meters)                     COMP
 AR1752  Z           -   3,150,293.055 (meters)                     COMP
 AR1752  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AR1752  ELLIP HEIGHT-          21.09  (meters)          (06/12/02) GPS OBS
 AR1752  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1752
 AR1752  HORZ ORDER  -  SECOND
 AR1752  ELLP ORDER  -  FOURTH    CLASS I
 AR1752
 AR1752.The horizontal coordinates were established by GPS observations
 AR1752.and adjusted by the National Geodetic Survey in June 2002..
 AR1752
 AR1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1752
 AR1752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1752
 AR1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1752
 AR1752.The ellipsoidal height was determined by GPS observations
 AR1752.and is referenced to NAD 83.
 AR1752
 AR1752.The geoid height was determined by GEOID03.
 AR1752
 AR1752;                    North         East     Units Scale Factor Converg.
 AR1752;SPC FL N     -    89,917.665   822,437.934   MT  0.99996987   +1 09 22.4
 AR1752;SPC FL N     -   295,004.87  2,698,281.79   sFT  0.99996987   +1 09 22.4
 AR1752;UTM  17      - 3,296,222.404   384,094.218   MT  0.99976575   -0 35 45.1
 AR1752
 AR1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1752!SPC FL N     -   0.99999669  x   0.99996987  =   0.99996656
 AR1752!UTM  17      -   0.99999669  x   0.99976575  =   0.99976244
 AR1752
 AR1752                          SUPERSEDED SURVEY CONTROL
 AR1752
 AR1752  NAD 83(1990)-  29 47 27.36742(N)    082 11 57.11038(W) AD(       ) 2
 AR1752  ELLIP H (05/01/91)   21.10   (m)                       GP(       ) 4 1
 AR1752  NAD 83(1986)-  29 47 27.37730(N)    082 11 57.11457(W) AD(       ) 2
 AR1752  NGVD 29 (11/17/89)   49.5    (m)          162.     (f) GPS OBS        
 AR1752
 AR1752.Superseded values are not recommended for survey control.
 AR1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1752.See file dsdata.txt to determine how the superseded data were derived.
 AR1752
 AR1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8409496222(NAD 83)
 AR1752_MARKER: DD = SURVEY DISK
 AR1752_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1752_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1752+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1752
 AR1752  HISTORY     - Date     Condition        Report By
 AR1752  HISTORY     - 1988     MONUMENTED       PMC
 AR1752
 AR1752                          STATION DESCRIPTION
 AR1752
 AR1752'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1752'THE STATION IS LOCATED ABOUT 20.6 KM (12.8 MI)
 AR1752'NORTHEAST OF THE CITY OF GAINESVILLE.
 AR1752'OWNERSHIP--PRIVATE.
 AR1752'
 AR1752'TO REACH THE STATION FROM THE INTERSECTION OF SR 24 AND ACR 1475 IN
 AR1752'WALDO, GO NORTHWEST FOR 3.4 KM (2.1 MI) ON ACR 1475 TO A DIRT ROAD,
 AR1752'TURN LEFT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON DIRT ROAD TO A NORTH-
 AR1752'WEST - SOUTHEAST DIRT ROAD,
 AR1752'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.4 MI) ON DIRT
 AR1752'ROAD TO STATION ON THE LEFT.
 AR1752'
 AR1752'THE STATION IS A STANDARD AC GIS DISK
 AR1752'STAMPED---STATION A083---,
 AR1752'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1752'10.89 METERS (35.74 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1752'IN A 4 IN PINE,
 AR1752'21.95 METERS (72.02 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN A
 AR1752'3 IN PINE, 0.8 METERS (2.5 FT) EAST OF A CARSONITE POST SET,
 AR1752'6.48 METERS (21.27 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1752'21.73 METERS (71.29 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1752'SET IN CENTERLINE OF GRADE.
 AR1752'
 AR1752'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1752'STAMPED---AZIMUTH A084---,
 AR1752'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1752'34.87 METERS (114.39 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1752'SET IN 4 IN PINE,
 AR1752'29.08 METERS (95.42 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1752'8 IN CYPRESS,
 AR1752'7.82 METERS (25.67 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET
 AR1752'IN DIRT ROAD, 0.5 METERS (1.5 FT) SOUTHEAST OF A CARSONITE POST SET.
 AR1752'TO REACH THE AZIMUTH FROM THE STATION,
 AR1752'GO NORTH FOR 0.6 KM (0.4 MI) ON DIRT TO A DIRT ROAD,
 AR1752'TURN RIGHT AND GO EAST FOR 102 METERS (335 FT) ON DIRT ROAD TO THE
 AR1752'AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1753 ***********************************************************************
 AR1753  DESIGNATION -  A 085
 AR1753  PID         -  AR1753
 AR1753  STATE/COUNTY-  FL/ALACHUA
 AR1753  USGS QUAD   -  WALDO (1991)
 AR1753
 AR1753                         *CURRENT SURVEY CONTROL
 AR1753  ___________________________________________________________________
 AR1753* NAD 83(1999)-  29 50 05.23316(N)    082 11 43.96426(W)     ADJUSTED  
 AR1753* NAVD 88     -        44.8    (meters)     147.     (feet)  VERTCON   
 AR1753  ___________________________________________________________________
 AR1753  X           -     751,938.634 (meters)                     COMP
 AR1753  Y           -  -5,486,113.840 (meters)                     COMP
 AR1753  Z           -   3,154,508.428 (meters)                     COMP
 AR1753  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AR1753  ELLIP HEIGHT-          16.67  (meters)          (06/12/02) GPS OBS
 AR1753  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1753
 AR1753  HORZ ORDER  -  SECOND
 AR1753  ELLP ORDER  -  FOURTH    CLASS I
 AR1753
 AR1753.The horizontal coordinates were established by GPS observations
 AR1753.and adjusted by the National Geodetic Survey in June 2002..
 AR1753
 AR1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1753
 AR1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1753
 AR1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1753
 AR1753.The ellipsoidal height was determined by GPS observations
 AR1753.and is referenced to NAD 83.
 AR1753
 AR1753.The geoid height was determined by GEOID03.
 AR1753
 AR1753;                    North         East     Units Scale Factor Converg.
 AR1753;SPC FL N     -    94,784.520   822,692.687   MT  0.99996516   +1 09 29.0
 AR1753;SPC FL N     -   310,972.21  2,699,117.59   sFT  0.99996516   +1 09 29.0
 AR1753;UTM  17      - 3,301,078.210   384,497.608   MT  0.99976460   -0 35 41.5
 AR1753
 AR1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1753!SPC FL N     -   0.99999738  x   0.99996516  =   0.99996254
 AR1753!UTM  17      -   0.99999738  x   0.99976460  =   0.99976198
 AR1753
 AR1753                          SUPERSEDED SURVEY CONTROL
 AR1753
 AR1753  NAD 83(1990)-  29 50 05.23176(N)    082 11 43.96437(W) AD(       ) 2
 AR1753  ELLIP H (05/01/91)   16.69   (m)                       GP(       ) 4 1
 AR1753  NAD 83(1986)-  29 50 05.24134(N)    082 11 43.96842(W) AD(       ) 2
 AR1753  NGVD 29 (11/17/89)   45.1    (m)          148.     (f) GPS OBS        
 AR1753
 AR1753.Superseded values are not recommended for survey control.
 AR1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1753.See file dsdata.txt to determine how the superseded data were derived.
 AR1753
 AR1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8449801078(NAD 83)
 AR1753_MARKER: DD = SURVEY DISK
 AR1753_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1753_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1753_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1753+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1753
 AR1753  HISTORY     - Date     Condition        Report By
 AR1753  HISTORY     - 1988     MONUMENTED       PMC
 AR1753
 AR1753                          STATION DESCRIPTION
 AR1753
 AR1753'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1753'THE STATION IS LOCATED ABOUT 24.5 KM (15.2 MI)
 AR1753'NORTHEAST OF GAINESVILLE.
 AR1753'OWNERSHIP--ACR 225 R/W.
 AR1753'
 AR1753'TO REACH THE STATION FROM U.S. 301 AND THE RAILROAD OVERPASS IN
 AR1753'WALDO, GO NORTH FOR 5 KM (3.1 MI) ON U.S. 301 TO ACR 225 (OASIS BAR
 AR1753'ON THE LEFT),
 AR1753'TURN LEFT AND GO WEST FOR 2.1 KM (1.3 MI) ON ACR 225 TO THE
 AR1753'AZIMUTH MARK ON THE LEFT,
 AR1753'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.56 KM (0.35 MI) ON ACR
 AR1753'225 TO THE STATION ON THE RIGHT.
 AR1753'
 AR1753'THE STATION IS A STANDARD AC GIS DISK
 AR1753'STAMPED---STATION A085---,
 AR1753'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1753'13.92 METERS (45.68 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1753'SET,
 AR1753'11.99 METERS (39.32 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1753'SET, 0.5 METERS (1.5 FT) SOUTH OF A CARSONITE POST SET,
 AR1753'18.48 METERS (60.63 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1753'IN CENTERLINE OF ACR 225,
 AR1753'17.14 METERS (56.22 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1753'IN CENTERLINE OF ACR 225.
 AR1753'
 AR1753'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1753'STAMPED---AZIMUTH A086---,
 AR1753'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1753'12.75 METERS (41.82 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1753'11.51 METERS (37.77 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1753'15.07 METERS (49.45 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1753'CENTERLINE OF ACR 225, 0.5 METERS (1.5 FT) SOUTH OF CARSONITE POST
 AR1753'SET, 0.7 METERS (2.2 FT) EAST OF A CONC. R/W MAP.  TO REACH THE
 AR1753'AZIMUTH FROM THE STATION, GO EAST FOR 0.56 KM (0.35 MI) ON ACR 225 TO
 AR1753'THE AZIMUTH MARK ON THE SOUTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1754 ***********************************************************************
 AR1754  DESIGNATION -  A 087
 AR1754  PID         -  AR1754
 AR1754  STATE/COUNTY-  FL/ALACHUA
 AR1754  USGS QUAD   -  WALDO (1991)
 AR1754
 AR1754                         *CURRENT SURVEY CONTROL
 AR1754  ___________________________________________________________________
 AR1754* NAD 83(1999)-  29 50 14.48258(N)    082 14 44.03274(W)     ADJUSTED  
 AR1754* NAVD 88     -        41.8    (meters)     137.     (feet)  GPS OBS   
 AR1754  ___________________________________________________________________
 AR1754  X           -     747,129.546 (meters)                     COMP
 AR1754  Y           -  -5,486,625.408 (meters)                     COMP
 AR1754  Z           -   3,154,754.105 (meters)                     COMP
 AR1754  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AR1754  ELLIP HEIGHT-          13.90  (meters)          (05/31/01) GPS OBS
 AR1754  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AR1754
 AR1754  HORZ ORDER  -  FIRST
 AR1754  ELLP ORDER  -  FOURTH    CLASS I
 AR1754
 AR1754.The horizontal coordinates were established by GPS observations
 AR1754.and adjusted by the National Geodetic Survey in May 2001..
 AR1754
 AR1754.The orthometric height was determined by GPS observations and a
 AR1754.high-resolution geoid model.
 AR1754
 AR1754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1754
 AR1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1754
 AR1754.The ellipsoidal height was determined by GPS observations
 AR1754.and is referenced to NAD 83.
 AR1754
 AR1754.The geoid height was determined by GEOID03.
 AR1754
 AR1754;                    North         East     Units Scale Factor Converg.
 AR1754;SPC FL N     -    94,972.623   817,854.067   MT  0.99996491   +1 07 58.5
 AR1754;SPC FL N     -   311,589.35  2,683,242.88   sFT  0.99996491   +1 07 58.5
 AR1754;UTM  17      - 3,301,414.160   379,667.940   MT  0.99977865   -0 37 11.3
 AR1754
 AR1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1754!SPC FL N     -   0.99999782  x   0.99996491  =   0.99996273
 AR1754!UTM  17      -   0.99999782  x   0.99977865  =   0.99977647
 AR1754
 AR1754:                Primary Azimuth Mark                     Grid Az
 AR1754:SPC FL N     -  AZIMUTH A088                             263 14 33.3
 AR1754:UTM  17      -  AZIMUTH A088                             264 59 43.1
 AR1754
 AR1754|---------------------------------------------------------------------|
 AR1754| PID    Reference Object                     Distance      Geod. Az  |
 AR1754|                                                           dddmmss.s |
 AR1754| AE7553 AZIMUTH A088                        APPROX. 0.5 KM 2642231.8 |
 AR1754|---------------------------------------------------------------------|
 AR1754
 AR1754                          SUPERSEDED SURVEY CONTROL
 AR1754
 AR1754  NAD 83(1990)-  29 50 14.48131(N)    082 14 44.03297(W) AD(       ) 1
 AR1754  NAD 83(1990)-  29 50 14.48131(N)    082 14 44.03297(W) AD(       ) 2
 AR1754  ELLIP H (05/01/91)   13.94   (m)                       GP(       ) 4 1
 AR1754  NAD 83(1986)-  29 50 14.49065(N)    082 14 44.03749(W) AD(       ) 2
 AR1754  NGVD 29 (11/17/89)   42.3    (m)          139.     (f) GPS OBS        
 AR1754
 AR1754.Superseded values are not recommended for survey control.
 AR1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1754.See file dsdata.txt to determine how the superseded data were derived.
 AR1754
 AR1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7966801414(NAD 83)
 AR1754_MARKER: DD = SURVEY DISK
 AR1754_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1754_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1754_STAMPING: STATION A087
 AR1754_MARK LOGO: FL-001
 AR1754_PROJECTION: FLUSH
 AR1754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1754+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AR1754_ROD/PIPE-DEPTH:  7.6 meters
 AR1754
 AR1754  HISTORY     - Date     Condition        Report By
 AR1754  HISTORY     - 1988     MONUMENTED       PMC
 AR1754  HISTORY     - 19970502 GOOD             DCJOHN
 AR1754
 AR1754                          STATION DESCRIPTION
 AR1754
 AR1754'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1754'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI)
 AR1754'NORTHEAST OF GAINESVILLE.
 AR1754'OWNERSHIP--ACR 225 R/W.
 AR1754'
 AR1754'TO REACH THE STATION FROM U.S. 301 AND RAILROAD OVERPASS IN WALDO, GO
 AR1754'NORTH FOR 5.0 KM (3.1 MI) ON 301 TO ACR 225,
 AR1754'TURN LEFT AND GO WEST FOR 5.2 KM (3.7 MI) ON ACR 225 TO ACR 1475,
 AR1754'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 2.4 KM (1.5 MI) ON ACR 225
 AR1754'TO THE STATION ON THE RIGHT.
 AR1754'
 AR1754'THE STATION IS A STANDARD AC GIS DISK
 AR1754'STAMPED---STATION A087---,
 AR1754'SET INTO THE GROUND 25 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1754'24.77 METERS (81.26 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET,
 AR1754'15.00 METERS (49.23 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET,
 AR1754'22.56 METERS (74.00 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET,
 AR1754'2.97 METERS (9.75 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET.
 AR1754'
 AR1754'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1754'STAMPED---AZIMUTH A088---,
 AR1754'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1754'28.76 METERS (94.34 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1754'POWER POLE,
 AR1754'7.10 METERS (23.30 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1754'IN 12 IN PINE, 0.6 METERS (2 FT) NORTHEAST OF A CARSONITE POST SET,
 AR1754'19.67 METERS (64.53 FT) NORTHEAST  FROM A NAIL AND CAP (NO 3765) SET
 AR1754'IN 12 IN LAUREL OAK.
 AR1754'TO REACH THE AZIMUTH FROM THE STATION,
 AR1754'GO WEST FOR 0.6 KM (0.35 MI) ON ACR 225 TO THE AZIMUTH ON THE LEFT.
 AR1754
 AR1754                          STATION RECOVERY (1997)
 AR1754
 AR1754'RECOVERY NOTE BY DC JOHNSON ASSOC 1997 (CHX)
 AR1754'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AR1754'ALACHUA COUNTY ROAD 22, PROCEED WEST ON ALACHUA COUNTY ROAD 225 FOR
 AR1754'4.7 MI (7.6 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM ALACHUA
 AR1754'COUNTY GIS DISC SET IN THE TOP OF AN ALUMINUM ROD ENCASED IN A 6-INCH
 AR1754'PVC SLEEVE FLUSH WITH THE GROUND.  THE STATION IS 49.2 FT (15.0 M)
 AR1754'NORTH OF THE CENTELRINE OF ALACHUA COUNTY ROAD 22, 35 FT (10.7 M) WEST
 AR1754'OF A MAILBOX (NO.  7105) AND 3.5 FT (1.1 M) SOUTH OF A CARSONITE
 AR1754'WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN A POWER
 AR1754'POLE, SOUTH 13 DEGREES WEST AT 102.08 FT (31.11 M) -  NAIL AND DISC
 AR1754'(LB4514) , SET IN A 14-INCH OAK TREE, NORTH 86 DEGREES WEST AT 167.75
 AR1754'FT (51.13 M) -  NAIL AND DISC (LB4514) , SET IN A TWIN OAK TREE
 AR1754'(10-INCH AND 13-INCH) , NORTH 88 DEGREES EAST AT 103.28 FT (31.48 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1755 ***********************************************************************
 AR1755  DESIGNATION -  A 089
 AR1755  PID         -  AR1755
 AR1755  STATE/COUNTY-  FL/ALACHUA
 AR1755  USGS QUAD   -  FLEMINGTON (1993)
 AR1755
 AR1755                         *CURRENT SURVEY CONTROL
 AR1755  ___________________________________________________________________
 AR1755* NAD 83(1999)-  29 29 04.93766(N)    082 18 21.04014(W)     ADJUSTED  
 AR1755* NAVD 88     -        51.0    (meters)     167.     (feet)  VERTCON   
 AR1755  ___________________________________________________________________
 AR1755  X           -     743,947.757 (meters)                     COMP
 AR1755  Y           -  -5,506,586.605 (meters)                     COMP
 AR1755  Z           -   3,120,790.358 (meters)                     COMP
 AR1755  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AR1755  ELLIP HEIGHT-          22.98  (meters)          (06/12/02) GPS OBS
 AR1755  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AR1755
 AR1755  HORZ ORDER  -  SECOND
 AR1755  ELLP ORDER  -  FOURTH    CLASS I
 AR1755
 AR1755.The horizontal coordinates were established by GPS observations
 AR1755.and adjusted by the National Geodetic Survey in June 2002..
 AR1755
 AR1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1755
 AR1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1755
 AR1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1755
 AR1755.The ellipsoidal height was determined by GPS observations
 AR1755.and is referenced to NAD 83.
 AR1755
 AR1755.The geoid height was determined by GEOID03.
 AR1755
 AR1755;                    North         East     Units Scale Factor Converg.
 AR1755;SPC FL N     -    55,776.403   812,781.954   MT  1.00001887   +1 06 09.4
 AR1755;SPC FL N     -   182,993.08  2,666,602.13   sFT  1.00001887   +1 06 09.4
 AR1755;SPC FL W     -   570,790.429   170,340.613   MT  0.99995203   -0 09 01.9
 AR1755;SPC FL W     - 1,872,668.27    558,859.16   sFT  0.99995203   -0 09 01.9
 AR1755;UTM  17      - 3,262,398.850   373,403.053   MT  0.99979775   -0 38 34.1
 AR1755
 AR1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1755!SPC FL N     -   0.99999639  x   1.00001887  =   1.00001526
 AR1755!SPC FL W     -   0.99999639  x   0.99995203  =   0.99994842
 AR1755!UTM  17      -   0.99999639  x   0.99979775  =   0.99979414
 AR1755
 AR1755                          SUPERSEDED SURVEY CONTROL
 AR1755
 AR1755  NAD 83(1990)-  29 29 04.93649(N)    082 18 21.03991(W) AD(       ) 2
 AR1755  ELLIP H (05/01/91)   23.01   (m)                       GP(       ) 4 1
 AR1755  NAD 83(1986)-  29 29 04.94604(N)    082 18 21.04714(W) AD(       ) 2
 AR1755  NGVD 29 (11/17/89)   51.3    (m)          168.     (f) GPS OBS        
 AR1755
 AR1755.Superseded values are not recommended for survey control.
 AR1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1755.See file dsdata.txt to determine how the superseded data were derived.
 AR1755
 AR1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7340362399(NAD 83)
 AR1755_MARKER: A = ALUMINUM MARKER
 AR1755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AR1755+WITH SETTING: INFORMATION.
 AR1755_SP_SET: METAL ROD DRIVEN INTO GROUND
 AR1755_STAMPING: A089
 AR1755_MARK LOGO: FL-001
 AR1755_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1755+STABILITY: POSITION/ELEVATION WELL
 AR1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1755+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1990
 AR1755
 AR1755  HISTORY     - Date     Condition        Report By
 AR1755  HISTORY     - 1988     MONUMENTED       PMC
 AR1755  HISTORY     - 1988     GOOD             PMC
 AR1755  HISTORY     - 19900314 GOOD             MCGRIF
 AR1755
 AR1755                          STATION DESCRIPTION
 AR1755
 AR1755'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (RMJ)
 AR1755'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 AR1755'SOUTH OF GAINESVILLE.
 AR1755'OWNERSHIP--PRIVATE.
 AR1755'
 AR1755'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND ACR 234, GO
 AR1755'WEST-SOUTHWEST FOR 1.9 KM (1.2 MI) ON ACR 234 TO THE INTERSECTION
 AR1755'WITH A DIRT ROAD HEADING EAST,
 AR1755'GO EAST FOR 0.4 KM (0.25 MI) ON ROAD TO INTERSECT A NORTH-SOUTH
 AR1755'FENCE AND TREE LINE, GO THROUGH FENCE AND TURN SOUTH,
 AR1755'GO SOUTH FOR 0.3 KM (.2 MI) ON ROAD THROUGH GATE PARALLELING THE
 AR1755'NORTH-SOUTH FENCELINE TO THE INTERSECTION WITH A EAST-WEST FENCE
 AR1755'LINE, AND A OCTAGONAL CONC. MON. MARKED - MARION COUNTY SECTION
 AR1755'SURVEY-, THE STATION IS NORTHEAST 58.2 METERS (191 FT) FROM CONC.
 AR1755'MON.
 AR1755'
 AR1755'THE STATION IS A STANDARD AC GIS DISK
 AR1755'STAMPED---STATION A089---,
 AR1755'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1755'45.54 METERS (149.40 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN 18 IN PINE, 0.6 METERS (2 FT) SOUTH OF A CARSONITE POST SET,
 AR1755'44.02 METERS (144.42 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN A 40 IN LIVE OAK,
 AR1755'41.68 METERS (136.75 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN TWIN 10 IN RED OAK,
 AR1755'50.21 METERS (164.72 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN 10 IN SWEET GUM TREE.
 AR1755'
 AR1755'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1755'STAMPED---AZIMUTH A090---,
 AR1755'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1755'26.67 METERS (87.55 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1755'A 18 IN LIVE OAK,
 AR1755'6.83 METERS (22.40 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1755'IN 18 IN WATER OAK,
 AR1755'11.71 METERS (38.43 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1755'IN 8 IN PINE, 0.6 METERS (2 FT) SOUTH OF A CARSONITE POST SET.
 AR1755'TO REACH THE AZIMUTH FROM THE STATION,
 AR1755'GO NORTH FOR 182 METERS (600 FT) ON TREE LINE, GO 18.3 METERS
 AR1755'(60 FT) EAST THROUGH GATE APPROX. 366 METERS (1200 FT) TO A NORTH-
 AR1755'SOUTH FENCELINE.  THE AZIMUTH IS 9.5 METERS (31.1 FT) WEST OF FENCE,
 AR1755'43.8 METERS (143.6 FT) NORTHWEST OF NE COR OF A CATTLE FEEDER,
 AR1755'17.1 METERS (56.1 FT) SOUTHWEST FROM A 60 IN LAUREL OAK.
 AR1755
 AR1755                          STATION RECOVERY (1988)
 AR1755
 AR1755'RECOVERY NOTE BY PERRY C MCGRIFF COMPANY 1988
 AR1755'RECOVERED IN GOOD CONDITION.
 AR1755
 AR1755                          STATION RECOVERY (1990)
 AR1755
 AR1755'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990
 AR1755'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 AR1755'SOUTH OF GAINESVILLE.
 AR1755'OWNERSHIP--PRIVATE.
 AR1755'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND ACR 234, GO
 AR1755'WEST-SOUTHWEST FOR 1.9 KM (1.2 MI) ON ACR 234 TO THE INTERSECTION
 AR1755'WITH A DIRT ROAD HEADING EAST,
 AR1755'GO EAST FOR 0.4 KM (0.25 MI) ON ROAD TO INTERSECT A NORTH-SOUTH
 AR1755'FENCE AND TREE LINE, GO THROUGH FENCE AND TURN SOUTH,
 AR1755'GO SOUTH FOR 0.3 KM (.2 MI) ON ROAD THROUGH GATE PARALLELING THE
 AR1755'NORTH-SOUTH FENCELINE TO THE INTERSECTION WITH A EAST-WEST FENCE
 AR1755'LINE, AND A OCTAGONAL CONC. MON. MARKED - MARION COUNTY SECTION
 AR1755'SURVEY-, THE STATION IS NORTHEAST 58.2 METERS (191 FT) FROM CONC.
 AR1755'MON.
 AR1755'THE STATION IS A STANDARD AC GIS DISK
 AR1755'STAMPED---STATION A089---,
 AR1755'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1755'45.54 METERS (149.40 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN 18 IN PINE, 0.6 METERS (2 FT) SOUTH OF A CARSONITE POST SET,
 AR1755'44.02 METERS (144.42 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN A 40 IN LIVE OAK,
 AR1755'41.68 METERS (136.75 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN TWIN 10 IN RED OAK,
 AR1755'50.21 METERS (164.72 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1755'SET IN 10 IN SWEET GUM TREE.
 AR1755'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1755'STAMPED---AZIMUTH A090---,
 AR1755'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1755'26.67 METERS (87.55 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1755'A 18 IN LIVE OAK,
 AR1755'6.83 METERS (22.40 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1755'IN 18 IN WATER OAK,
 AR1755'11.71 METERS (38.43 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1755'IN 8 IN PINE, 0.6 METERS (2 FT) SOUTH OF A CARSONITE POST SET.
 AR1755'TO REACH THE AZIMUTH FROM THE STATION,
 AR1755'GO NORTH FOR 182 METERS (600 FT) ON TREE LINE, GO 18.3 METERS
 AR1755'(60 FT) EAST THROUGH GATE APPROX. 366 METERS (1200 FT) TO A NORTH-
 AR1755'SOUTH FENCELINE.  THE AZIMUTH IS 9.5 METERS (31.1 FT) WEST OF FENCE,
 AR1755'43.8 METERS (143.6 FT) NORTHWEST OF NE COR OF A CATTLE FEEDER,
 AR1755'17.1 METERS (56.1 FT) SOUTHWEST FROM A 60 IN LAUREL OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7792 ***********************************************************************
 AG7792  DESIGNATION -  A 09 12 81
 AG7792  PID         -  AG7792
 AG7792  STATE/COUNTY-  FL/LEE
 AG7792  USGS QUAD   -  PLACIDA (1987)
 AG7792
 AG7792                         *CURRENT SURVEY CONTROL
 AG7792  ___________________________________________________________________
 AG7792* NAD 83(1986)-  26 46 52.     (N)    082 15 59.     (W)     SCALED    
 AG7792* NAVD 88     -         0.838  (meters)       2.75   (feet)  ADJUSTED  
 AG7792  ___________________________________________________________________
 AG7792  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7792  DYNAMIC HT  -           0.837 (meters)       2.75  (feet)  COMP
 AG7792  MODELED GRAV-     979,102.1   (mgal)                       NAVD 88
 AG7792
 AG7792  VERT ORDER  -  SECOND    CLASS I
 AG7792
 AG7792.The horizontal coordinates were scaled from a topographic map and have
 AG7792.an estimated accuracy of +/- 6 seconds.
 AG7792
 AG7792.The orthometric height was determined by differential leveling
 AG7792.and adjusted by the National Geodetic Survey in June 1991..
 AG7792
 AG7792.The geoid height was determined by GEOID03.
 AG7792
 AG7792.The dynamic height is computed by dividing the NAVD 88
 AG7792.geopotential number by the normal gravity value computed on the
 AG7792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7792.degrees latitude (g = 980.6199 gals.).
 AG7792
 AG7792.The modeled gravity was interpolated from observed gravity values.
 AG7792
 AG7792;                    North         East    Units  Estimated Accuracy
 AG7792;SPC FL W     -   271,180.      173,510.      MT  (+/- 180 meters Scaled)
 AG7792
 AG7792                          SUPERSEDED SURVEY CONTROL
 AG7792
 AG7792.No superseded survey control is available for this station.
 AG7792
 AG7792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK741628(NAD 83)
 AG7792_MARKER: DE = TRAVERSE STATION DISK
 AG7792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7792_SP_SET: CONCRETE POST
 AG7792_STAMPING: A09 12 81
 AG7792_MARK LOGO: FLDNR 
 AG7792_PROJECTION: FLUSH
 AG7792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7792+STABILITY: SURFACE MOTION
 AG7792
 AG7792  HISTORY     - Date     Condition        Report By
 AG7792  HISTORY     - 1981     MONUMENTED       FLDT
 AG7792  HISTORY     - 1984     GOOD             FLDNR
 AG7792  HISTORY     - 1990     GOOD             USPSQD
 AG7792
 AG7792                          STATION DESCRIPTION
 AG7792
 AG7792'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7792'4 MI SOUTH FROM PLACIDA.
 AG7792'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7792'TO GASPARILLA ISLAND, GO 3.05 MILES SOUTHERLY ON COUNTY ROAD 771 TO
 AG7792'THE MARK.  THE MARK BEARS 35.5 FEET EAST-NORTHEAST OF THE CENTERLINE
 AG7792'OF COUNTY ROAD 771, 72.5 FEET EAST-NORTHEAST OF AND ACROSS THE HIGHWAY
 AG7792'FROM A POWER POLE, 8 FEET NORTH OF THE EXTENDED CENTERLINE OF 40TH
 AG7792'STREET, AND 3 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AG7792
 AG7792                          STATION RECOVERY (1990)
 AG7792
 AG7792'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1756 ***********************************************************************
 AR1756  DESIGNATION -  A 091
 AR1756  PID         -  AR1756
 AR1756  STATE/COUNTY-  FL/ALACHUA
 AR1756  USGS QUAD   -  MICANOPY (1988)
 AR1756
 AR1756                         *CURRENT SURVEY CONTROL
 AR1756  ___________________________________________________________________
 AR1756* NAD 83(1999)-  29 31 20.22909(N)    082 18 10.29217(W)     ADJUSTED  
 AR1756* NAVD 88     -        26.340  (meters)      86.42   (feet)  ADJUSTED  
 AR1756  ___________________________________________________________________
 AR1756  X           -     743,957.066 (meters)                     COMP
 AR1756  Y           -  -5,504,493.699 (meters)                     COMP
 AR1756  Z           -   3,124,403.746 (meters)                     COMP
 AR1756  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AR1756  ELLIP HEIGHT-          -1.53  (meters)          (06/12/02) GPS OBS
 AR1756  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AR1756  DYNAMIC HT  -          26.304 (meters)      86.30  (feet)  COMP
 AR1756  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 AR1756
 AR1756  HORZ ORDER  -  SECOND
 AR1756  VERT ORDER  -  SECOND    CLASS I
 AR1756  ELLP ORDER  -  FOURTH    CLASS I
 AR1756
 AR1756.The horizontal coordinates were established by GPS observations
 AR1756.and adjusted by the National Geodetic Survey in June 2002..
 AR1756
 AR1756.The orthometric height was determined by differential leveling
 AR1756.and adjusted by the National Geodetic Survey in May 2004..
 AR1756.No vertical observational check was made to the station.
 AR1756
 AR1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1756
 AR1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1756
 AR1756.The ellipsoidal height was determined by GPS observations
 AR1756.and is referenced to NAD 83.
 AR1756
 AR1756.The geoid height was determined by GEOID03.
 AR1756
 AR1756.The dynamic height is computed by dividing the NAVD 88
 AR1756.geopotential number by the normal gravity value computed on the
 AR1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1756.degrees latitude (g = 980.6199 gals.).
 AR1756
 AR1756.The modeled gravity was interpolated from observed gravity values.
 AR1756
 AR1756;                    North         East     Units Scale Factor Converg.
 AR1756;SPC FL N     -    59,946.895   812,991.177   MT  1.00001133   +1 06 14.8
 AR1756;SPC FL N     -   196,675.77  2,667,288.55   sFT  1.00001133   +1 06 14.8
 AR1756;SPC FL W     -   574,955.085   170,640.982   MT  0.99995181   -0 08 57.3
 AR1756;SPC FL W     - 1,886,331.81    559,844.62   sFT  0.99995181   -0 08 57.3
 AR1756;UTM  17      - 3,266,560.125   373,739.162   MT  0.99979670   -0 38 31.5
 AR1756
 AR1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1756!SPC FL N     -   1.00000024  x   1.00001133  =   1.00001157
 AR1756!SPC FL W     -   1.00000024  x   0.99995181  =   0.99995205
 AR1756!UTM  17      -   1.00000024  x   0.99979670  =   0.99979694
 AR1756
 AR1756                          SUPERSEDED SURVEY CONTROL
 AR1756
 AR1756  NAD 83(1990)-  29 31 20.22794(N)    082 18 10.29195(W) AD(       ) 2
 AR1756  ELLIP H (05/01/91)   -1.51   (m)                       GP(       ) 4 1
 AR1756  NAD 83(1986)-  29 31 20.23799(N)    082 18 10.29911(W) AD(       ) 2
 AR1756  NGVD 29 (11/17/89)   26.7    (m)           88.     (f) GPS OBS        
 AR1756
 AR1756.Superseded values are not recommended for survey control.
 AR1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1756.See file dsdata.txt to determine how the superseded data were derived.
 AR1756
 AR1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7373966560(NAD 83)
 AR1756_MARKER: DD = SURVEY DISK
 AR1756_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1756_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1756_STAMPING: A091
 AR1756_MARK LOGO: FL-001
 AR1756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AR1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1756+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 AR1756
 AR1756  HISTORY     - Date     Condition        Report By
 AR1756  HISTORY     - 1988     MONUMENTED       PMC
 AR1756  HISTORY     - 20020726 GOOD             BAH
 AR1756  HISTORY     - 20021031 GOOD             FLDEP
 AR1756
 AR1756                          STATION DESCRIPTION
 AR1756
 AR1756'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (RMJ)
 AR1756'THE STATION IS LOCATED ABOUT 14.6 KM (9.1 MI)
 AR1756'SOUTHEAST OF GAINESVILLE.
 AR1756'OWNERSHIP--ACR SW 18 R/W.
 AR1756'
 AR1756'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR 234, GO
 AR1756'NORTHWEST FOR 2.6 KM (1.65 MI) ON ACR 234 TO THE INTERSECTION WITH
 AR1756'ACR SW 18, AND THE STATION IN THE NOSE OF A GRASS MEDIAN NORTH OF
 AR1756'THE INTERSECTION.
 AR1756'
 AR1756'THE STATION IS A STANDARD AC GIS DISK
 AR1756'STAMPED---STATION A091---,
 AR1756'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1756'13.88 METERS (45.55 FT) NORTHWEST FROM A RAILROAD SPIKE,
 AR1756'5.09 METERS (16.71 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1756'IN ASPHALT,
 AR1756'7.14 METERS (23.43 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1756'IN ASPHALT,
 AR1756'10.56 METERS (34.64 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1756'SET IN MEDIAN, 3 METERS (10 FT) NORTH OF A CARSONITE POST SET.
 AR1756'
 AR1756'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1756'STAMPED---AZIMUTH A092---,
 AR1756'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1756'12.46 METERS (40.83 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1756'SET,
 AR1756'14.55 METERS (47.72 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1756'SET, 3.8 METERS (12.4 FT) SOUTHWEST OF A CARSONITE POST SET,
 AR1756'15.17 METERS (49.78 FT) NORTHEAST FROM A X-CUT IN CONC. HEADWALL.
 AR1756'TO REACH THE AZIMUTH FROM THE STATION,
 AR1756'GO NORTHWEST FOR 0.5 KM (0.3 MI) ON U.S. 441 TO AZIMUTH
 AR1756'MARK IN THE GRASS MEDIAN.
 AR1756
 AR1756                          STATION RECOVERY (2002)
 AR1756
 AR1756'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW)
 AR1756'RECOVERED IN GOOD CONDITION.
 AR1756
 AR1756                          STATION RECOVERY (2002)
 AR1756
 AR1756'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AR1756'THE MARK IS ABOUT 1.6 MI NORTHWEST OF MICANOPY, IN THE MOSES E LEVY
 AR1756'GRANT, LOT 9.
 AR1756' 
 AR1756'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND COUNTY
 AR1756'ROAD 234 NORTH
 AR1756'ON THE NORTH SIDE OF MICANOPY, GO NORTHWEST ON U.S. HIGHWAY 441 FOR
 AR1756'1.6 MI TO THE
 AR1756'JUNCTION OF WHITEHURST ROAD ON THE RIGHT AND SOUTHEAST WACAHOOTA ROAD
 AR1756'ON THE LEFT
 AR1756'AND THE MARK IN THE SOUTHEAST END OF THE NORTHWEST MEDIAN, A DISC AND
 AR1756'METAL ROD
 AR1756'COMBINATION RECESSED 0.4 FT BELOW THE LEVEL OF A 6-INCH PVC SLEEVE
 AR1756'THAT IS RECESSED 0.8 FT
 AR1756'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF U.S.
 AR1756'HIGHWAY 441.
 AR1756' 
 AR1756'LOCATED 48.0 FT NORTH-NORTHWEST OF THE EXTENDED APPROXIMATE
 AR1756'CENTERLINES OF
 AR1756'WHITEHURST ROAD AND SOUTHEAST WACAHOOTA ROAD, 36.5 FT WEST-SOUTHWEST
 AR1756'OF THE
 AR1756'APPROXIMATE CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAY
 AR1756'441, 28.2 FT
 AR1756'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE SOUTHEAST BOUND
 AR1756'LANES OF U.S.
 AR1756'HIGHWAY 441 AND 5.8 FT NORTH OF A CARSONITE WITNESS POST.
 AR1756' 
 AR1756'NOTE A BAR MAGNET WAS EMBEDDED IN THE MONUMENT.
 AR1756'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1757 ***********************************************************************
 AR1757  DESIGNATION -  A 093
 AR1757  PID         -  AR1757
 AR1757  STATE/COUNTY-  FL/ALACHUA
 AR1757  USGS QUAD   -  MICANOPY (1988)
 AR1757
 AR1757                         *CURRENT SURVEY CONTROL
 AR1757  ___________________________________________________________________
 AR1757* NAD 83(1999)-  29 34 21.63318(N)    082 21 10.14803(W)     ADJUSTED  
 AR1757* NAVD 88     -        19.7    (meters)      65.     (feet)  VERTCON   
 AR1757  ___________________________________________________________________
 AR1757  X           -     738,789.735 (meters)                     COMP
 AR1757  Y           -  -5,502,404.570 (meters)                     COMP
 AR1757  Z           -   3,129,259.497 (meters)                     COMP
 AR1757  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AR1757  ELLIP HEIGHT-          -8.25  (meters)          (06/12/02) GPS OBS
 AR1757  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AR1757
 AR1757  HORZ ORDER  -  SECOND
 AR1757  ELLP ORDER  -  FOURTH    CLASS I
 AR1757
 AR1757.The horizontal coordinates were established by GPS observations
 AR1757.and adjusted by the National Geodetic Survey in June 2002..
 AR1757
 AR1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1757
 AR1757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1757
 AR1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1757
 AR1757.The ellipsoidal height was determined by GPS observations
 AR1757.and is referenced to NAD 83.
 AR1757
 AR1757.The geoid height was determined by GEOID03.
 AR1757
 AR1757;                    North         East     Units Scale Factor Converg.
 AR1757;SPC FL N     -    65,439.148   808,043.448   MT  1.00000190   +1 04 44.5
 AR1757;SPC FL N     -   214,694.94  2,651,055.88   sFT  1.00000190   +1 04 44.5
 AR1757;UTM  17      - 3,272,199.478   368,962.086   MT  0.99981187   -0 40 03.9
 AR1757
 AR1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1757!SPC FL N     -   1.00000130  x   1.00000190  =   1.00000320
 AR1757!UTM  17      -   1.00000130  x   0.99981187  =   0.99981317
 AR1757
 AR1757                          SUPERSEDED SURVEY CONTROL
 AR1757
 AR1757  NAD 83(1990)-  29 34 21.63187(N)    082 21 10.14765(W) AD(       ) 2
 AR1757  ELLIP H (05/01/91)   -8.20   (m)                       GP(       ) 4 1
 AR1757  NAD 83(1986)-  29 34 21.64167(N)    082 21 10.15489(W) AD(       ) 2
 AR1757  NGVD 29 (11/17/89)   19.9    (m)           65.     (f) GPS OBS        
 AR1757
 AR1757.Superseded values are not recommended for survey control.
 AR1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1757.See file dsdata.txt to determine how the superseded data were derived.
 AR1757
 AR1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6896272199(NAD 83)
 AR1757_MARKER: DD = SURVEY DISK
 AR1757_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1757_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1757_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1757+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1757
 AR1757  HISTORY     - Date     Condition        Report By
 AR1757  HISTORY     - 1988     MONUMENTED       PMC
 AR1757
 AR1757                          STATION DESCRIPTION
 AR1757
 AR1757'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (RB)
 AR1757'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 AR1757'SOUTH OF GAINESVILLE.
 AR1757'OWNERSHIP--I-75 R/W.
 AR1757'
 AR1757'TO REACH THE STATION FROM THE INTERSECTION OF ACR 121 AND I-75, GO
 AR1757'SOUTH FOR 1.9 KM (1.2 MI) ON I-75 TO THE REST AREA ON THE RIGHT,
 AR1757'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.9 KM (1.2 MI) ON I-75 TO
 AR1757'THE STATION ON THE RIGHT IN THE GRASS SHOULDER.
 AR1757'
 AR1757'THE STATION IS A STANDARD AC GIS DISK
 AR1757'STAMPED---STATION A093---,
 AR1757'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1757'9.27 METERS (30.42 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1757'2.99 METERS (9.80 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1757'IN ASPHALT,
 AR1757'8.76 METERS (28.74 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1757'ASPHALT,
 AR1757'13.69 METERS (44.93 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET,
 AR1757'10 METERS (33 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1757'
 AR1757'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1757'STAMPED---AZIMUTH A094---,
 AR1757'SET INTO THE GROUND 20.5 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1757'8.01 METERS (26.29 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1757'15.75 METERS (51.66 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1757'IN ASPHALT,
 AR1757'13.44 METERS (44.08 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1757'ASPHALT,
 AR1757'8.5 METERS (28 FT) SOUTHWEST FROM A CARSONITE WITNESS POST SET.
 AR1757'TO REACH THE AZIMUTH FROM THE STATION,
 AR1757'GO SOUTH FOR 424.9 METERS (1394 FT) ON I-75 TO THE AZIMUTH MARK IN
 AR1757'GRASS SHOULDER ON WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1758 ***********************************************************************
 AR1758  DESIGNATION -  A 095
 AR1758  PID         -  AR1758
 AR1758  STATE/COUNTY-  FL/ALACHUA
 AR1758  USGS QUAD   -  MICANOPY (1988)
 AR1758
 AR1758                         *CURRENT SURVEY CONTROL
 AR1758  ___________________________________________________________________
 AR1758* NAD 83(1999)-  29 36 56.65004(N)    082 18 20.84019(W)     ADJUSTED  
 AR1758* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 AR1758  ___________________________________________________________________
 AR1758  X           -     742,992.009 (meters)                     COMP
 AR1758  Y           -  -5,499,472.125 (meters)                     COMP
 AR1758  Z           -   3,133,416.624 (meters)                     COMP
 AR1758  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AR1758  ELLIP HEIGHT-           5.43  (meters)          (06/12/02) GPS OBS
 AR1758  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1758
 AR1758  HORZ ORDER  -  SECOND
 AR1758  ELLP ORDER  -  FOURTH    CLASS I
 AR1758
 AR1758.The horizontal coordinates were established by GPS observations
 AR1758.and adjusted by the National Geodetic Survey in June 2002..
 AR1758
 AR1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1758
 AR1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1758
 AR1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1758
 AR1758.The ellipsoidal height was determined by GPS observations
 AR1758.and is referenced to NAD 83.
 AR1758
 AR1758.The geoid height was determined by GEOID03.
 AR1758
 AR1758;                    North         East     Units Scale Factor Converg.
 AR1758;SPC FL N     -    70,298.049   812,507.840   MT  0.99999444   +1 06 09.5
 AR1758;SPC FL N     -   230,636.18  2,665,702.81   sFT  0.99999444   +1 06 09.5
 AR1758;UTM  17      - 3,276,919.072   373,571.673   MT  0.99979722   -0 38 43.4
 AR1758
 AR1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1758!SPC FL N     -   0.99999915  x   0.99999444  =   0.99999359
 AR1758!UTM  17      -   0.99999915  x   0.99979722  =   0.99979637
 AR1758
 AR1758                          SUPERSEDED SURVEY CONTROL
 AR1758
 AR1758  NAD 83(1990)-  29 36 56.64875(N)    082 18 20.83996(W) AD(       ) 2
 AR1758  ELLIP H (05/01/91)    5.47   (m)                       GP(       ) 4 1
 AR1758  NAD 83(1986)-  29 36 56.65861(N)    082 18 20.84645(W) AD(       ) 2
 AR1758  NGVD 29 (11/17/89)   33.7    (m)          111.     (f) GPS OBS        
 AR1758
 AR1758.Superseded values are not recommended for survey control.
 AR1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1758.See file dsdata.txt to determine how the superseded data were derived.
 AR1758
 AR1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7357276919(NAD 83)
 AR1758_MARKER: DD = SURVEY DISK
 AR1758_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1758_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1758_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1758+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1758
 AR1758  HISTORY     - Date     Condition        Report By
 AR1758  HISTORY     - 1988     MONUMENTED       PMC
 AR1758
 AR1758                          STATION DESCRIPTION
 AR1758
 AR1758'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (RMJ)
 AR1758'THE STATION IS LOCATED ABOUT 5 KM (3 MI) SOUTHWEST OF GAINESVILLE.
 AR1758'OWNERSHIP--SE 15TH STREET R/W.
 AR1758'
 AR1758'TO REACH THE STATION FROM THE INTERSECTION OF SR 20 AN SR 26 IN
 AR1758'GAINESVILLE, GO SOUTHEAST FOR 0.2 KM (0.1 MI) ON SR 20 TO THE
 AR1758'INTERSECTION OF SE 15TH STREET (KINCAID RD AND ACR SOUTH 329A),
 AR1758'GO SOUTH FOR 3.9 KM (2.4 MI) ON SE 15TH STREET TO A CURVE IN THE
 AR1758'ROAD CONCAVE NORTHEAST AND STATION ON RIGHT SET IN GRASS ISLAND
 AR1758'FORMED BY THE INTERSECTION OF SEVERAL ROADS.
 AR1758'
 AR1758'THE STATION IS A STANDARD AC GIS DISK
 AR1758'STAMPED---STATION A095---,
 AR1758'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1758'22.17 METERS (72.74 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1758'IN POWER POLE,
 AR1758'22.77 METERS (74.71 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1758'IN POWER POLE,
 AR1758'20.63 METERS (67.69 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1758'IN POWER POLE,
 AR1758'19.90 METERS (65.30 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1758'IN 18 IN PINE, 0.6 METERS (2 FT) NORTH OF A CARSONITE POST SET.
 AR1758'
 AR1758'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1758'STAMPED---AZIMUTH A096---,
 AR1758'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1758'21.76 METERS (71.39 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1758'IN POWER POLE,
 AR1758'36.61 METERS (120.11 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1758'POWER POLE, 6.4 METERS (21 FT) EAST OF A CARSONITE POST SET,
 AR1758'18.32 METERS (60.1 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1758'IN 8 IN LAUREL OAK.
 AR1758'TO REACH THE AZIMUTH FROM THE STATION,
 AR1758'GO NORTH FOR 0.6 KM (0.4 MI) ON SE 15TH STREET TO THE AZIMUTH MARK
 AR1758'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1759 ***********************************************************************
 AR1759  DESIGNATION -  A 097
 AR1759  PID         -  AR1759
 AR1759  STATE/COUNTY-  FL/ALACHUA
 AR1759  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1759
 AR1759                         *CURRENT SURVEY CONTROL
 AR1759  ___________________________________________________________________
 AR1759* NAD 83(1999)-  29 39 34.48805(N)    082 18 22.37827(W)     ADJUSTED  
 AR1759* NAVD 88     -        52.0    (meters)     171.     (feet)  VERTCON   
 AR1759  ___________________________________________________________________
 AR1759  X           -     742,631.412 (meters)                     COMP
 AR1759  Y           -  -5,497,112.004 (meters)                     COMP
 AR1759  Z           -   3,137,649.938 (meters)                     COMP
 AR1759  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AR1759  ELLIP HEIGHT-          24.02  (meters)          (06/12/02) GPS OBS
 AR1759  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AR1759
 AR1759  HORZ ORDER  -  SECOND
 AR1759  ELLP ORDER  -  FOURTH    CLASS I
 AR1759
 AR1759.The horizontal coordinates were established by GPS observations
 AR1759.and adjusted by the National Geodetic Survey in June 2002..
 AR1759
 AR1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1759
 AR1759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1759
 AR1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1759
 AR1759.The ellipsoidal height was determined by GPS observations
 AR1759.and is referenced to NAD 83.
 AR1759
 AR1759.The geoid height was determined by GEOID03.
 AR1759
 AR1759;                    North         East     Units Scale Factor Converg.
 AR1759;SPC FL N     -    75,156.245   812,372.963   MT  0.99998742   +1 06 08.8
 AR1759;SPC FL N     -   246,575.11  2,665,260.30   sFT  0.99998742   +1 06 08.8
 AR1759;UTM  17      - 3,281,778.180   373,585.088   MT  0.99979718   -0 38 47.3
 AR1759
 AR1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1759!SPC FL N     -   0.99999623  x   0.99998742  =   0.99998365
 AR1759!UTM  17      -   0.99999623  x   0.99979718  =   0.99979341
 AR1759
 AR1759                          SUPERSEDED SURVEY CONTROL
 AR1759
 AR1759  NAD 83(1990)-  29 39 34.48675(N)    082 18 22.37805(W) AD(       ) 2
 AR1759  ELLIP H (05/01/91)   24.05   (m)                       GP(       ) 4 1
 AR1759  NAD 83(1986)-  29 39 34.49660(N)    082 18 22.38399(W) AD(       ) 2
 AR1759  NGVD 29 (11/17/89)   52.3    (m)          172.     (f) GPS OBS        
 AR1759
 AR1759.Superseded values are not recommended for survey control.
 AR1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1759.See file dsdata.txt to determine how the superseded data were derived.
 AR1759
 AR1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7358581778(NAD 83)
 AR1759_MARKER: DD = SURVEY DISK
 AR1759_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1759_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1759_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1759+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1759
 AR1759  HISTORY     - Date     Condition        Report By
 AR1759  HISTORY     - 1988     MONUMENTED       PMC
 AR1759
 AR1759                          STATION DESCRIPTION
 AR1759
 AR1759'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1759'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 AR1759'NORTHEAST OF GAINESVILLE.
 AR1759'OWNERSHIP--WALDO RD R/W (SR 24).
 AR1759'
 AR1759'TO REACH THE STATION FROM THE SOUTH NOSE OF THE CONCRETE MEDIAN
 AR1759'NORTH OF THE INTERSECTION OF WALDO RD AND NE 8TH AVE, GO
 AR1759'NORTHEAST FOR 23.9 METERS (78.5 FT) ON WALDO RD TO THE STATION ON
 AR1759'THE EAST SIDE OF WALDO RD.
 AR1759'
 AR1759'THE STATION IS A STANDARD AC GIS DISK
 AR1759'STAMPED---STATION A097---,
 AR1759'SET INTO THE GROUND 27 FT  TO REFUSAL (6 IN PVC SLEEVE)
 AR1759'5.00 METERS (16.39 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1759'IN E/P OF WALDO RD,
 AR1759'11.90 METERS (39.05 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1759'IN POWER POLE, 1.2 METERS (4.00 FT) SOUTH OF A CARSONITE POST SET,
 AR1759'42.93 METERS (140.89 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1759'SET IN WOOD POWER POLE NO. 41.
 AR1759'
 AR1759'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1759'STAMPED---AZIMUTH A098---,
 AR1759'SET INTO THE GROUND 30 FT TO REFUSAL  (6 IN PVC SLEEVE)
 AR1759'11.17 METERS (36.66 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1759'IN EAST EDGE OF PAVEMENT OF WALDO RD,
 AR1759'11.02 METERS (36.15 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1759'EAST EDGE OF PAVEMENT OF WALDO RD,
 AR1759'4.64 METERS (15.21 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1759'POWER POLE, 3.6 METERS (11.8 FT) NORTHWEST OF A CARSONITE POST SET.
 AR1759'TO REACH THE AZIMUTH FROM THE STATION,
 AR1759'GO NORTHEAST FOR 0.8 KM (0.5 MI) ON WALDO RD TO THE AZIMUTH MARK
 AR1759'ON THE EAST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1760 ***********************************************************************
 AR1760  DESIGNATION -  A 099
 AR1760  PID         -  AR1760
 AR1760  STATE/COUNTY-  FL/ALACHUA
 AR1760  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1760
 AR1760                         *CURRENT SURVEY CONTROL
 AR1760  ___________________________________________________________________
 AR1760* NAD 83(1999)-  29 42 09.79462(N)    082 18 21.94072(W)     ADJUSTED  
 AR1760* NAVD 88     -        49.1    (meters)     161.     (feet)  VERTCON   
 AR1760  ___________________________________________________________________
 AR1760  X           -     742,325.711 (meters)                     COMP
 AR1760  Y           -  -5,494,761.288 (meters)                     COMP
 AR1760  Z           -   3,141,803.096 (meters)                     COMP
 AR1760  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AR1760  ELLIP HEIGHT-          21.09  (meters)          (06/12/02) GPS OBS
 AR1760  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AR1760
 AR1760  HORZ ORDER  -  SECOND
 AR1760  ELLP ORDER  -  FOURTH    CLASS I
 AR1760
 AR1760.The horizontal coordinates were established by GPS observations
 AR1760.and adjusted by the National Geodetic Survey in June 2002..
 AR1760
 AR1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1760
 AR1760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1760
 AR1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1760
 AR1760.The ellipsoidal height was determined by GPS observations
 AR1760.and is referenced to NAD 83.
 AR1760
 AR1760.The geoid height was determined by GEOID03.
 AR1760
 AR1760;                    North         East     Units Scale Factor Converg.
 AR1760;SPC FL N     -    79,937.533   812,292.719   MT  0.99998108   +1 06 09.0
 AR1760;SPC FL N     -   262,261.72  2,664,997.03   sFT  0.99998108   +1 06 09.0
 AR1760;UTM  17      - 3,286,558.794   373,650.825   MT  0.99979697   -0 38 50.1
 AR1760
 AR1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1760!SPC FL N     -   0.99999669  x   0.99998108  =   0.99997777
 AR1760!UTM  17      -   0.99999669  x   0.99979697  =   0.99979366
 AR1760
 AR1760                          SUPERSEDED SURVEY CONTROL
 AR1760
 AR1760  NAD 83(1990)-  29 42 09.79331(N)    082 18 21.94052(W) AD(       ) 2
 AR1760  ELLIP H (05/01/91)   21.11   (m)                       GP(       ) 4 1
 AR1760  NAD 83(1986)-  29 42 09.80294(N)    082 18 21.94610(W) AD(       ) 2
 AR1760  NGVD 29 (11/17/89)   49.4    (m)          162.     (f) GPS OBS        
 AR1760
 AR1760.Superseded values are not recommended for survey control.
 AR1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1760.See file dsdata.txt to determine how the superseded data were derived.
 AR1760
 AR1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7365186559(NAD 83)
 AR1760_MARKER: DD = SURVEY DISK
 AR1760_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1760_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1760_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1760+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1760
 AR1760  HISTORY     - Date     Condition        Report By
 AR1760  HISTORY     - 1988     MONUMENTED       PMC
 AR1760
 AR1760                          STATION DESCRIPTION
 AR1760
 AR1760'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1760'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF GAINESVILLE.
 AR1760'OWNERSHIP--NE 53RD AVE AND NE 15TH STREET R/W.
 AR1760'
 AR1760'TO REACH THE STATION FROM THE SOUTH E/P OF NE 53RD AVE, GO
 AR1760'SOUTH FOR 21 METERS (69 FT) ON NE 15TH STREET TO THE STATION ON THE
 AR1760'WEST.
 AR1760'
 AR1760'THE STATION IS A STANDARD AC GIS DISK
 AR1760'STAMPED---STATION A099---,
 AR1760'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1760'13.86 METERS (45.47 FT) NORTHEAST FROM THE SE COR OF SUBSTATION
 AR1760'SIGN, 1.2 METERS (4 FT) EAST OF A CARSONITE POST SET,
 AR1760'13.20 METERS (43.30 FT) EAST FROM A PUNCH HOLE IN TOP OF A
 AR1760'FIRE HYDRANT,
 AR1760'21.16 METERS (69.41 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1760'SOUTH E/P OF NE 53RD AVE,
 AR1760'18.87 METERS (61.91 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1760'IN NORTH FACE OF POWER POLE.
 AR1760'
 AR1760'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1760'STAMPED---AZIMUTH A100---,
 AR1760'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1760'2.53 METERS (8.29 FT) WEST FROM A WEST STUD IN METAL POWER POLE,
 AR1760'33.56 METERS (110.09 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1760'4 IN PINE, 0.6 METERS (2 FT) NORTH OF A CARSONITE POST SET,
 AR1760'24.23 METERS (74.49 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1760'12 IN PINE.
 AR1760'TO REACH THE AZIMUTH FROM THE STATION,
 AR1760'GO SOUTH FOR 1.4 KM (0.9 MI) ON NE 15TH STREET TO THE AZIMUTH MARK
 AR1760'ON THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2397 ***********************************************************************
 AC2397  DESIGNATION -  A 1
 AC2397  PID         -  AC2397
 AC2397  STATE/COUNTY-  FL/MIAMI-DADE
 AC2397  USGS QUAD   -  NORTH MIAMI (1988)
 AC2397
 AC2397                         *CURRENT SURVEY CONTROL
 AC2397  ___________________________________________________________________
 AC2397* NAD 83(1986)-  25 55 35.     (N)    080 08 23.     (W)     SCALED    
 AC2397* NAVD 88     -         0.376  (meters)       1.23   (feet)  ADJUSTED  
 AC2397  ___________________________________________________________________
 AC2397  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AC2397  DYNAMIC HT  -           0.375 (meters)       1.23  (feet)  COMP
 AC2397  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 AC2397
 AC2397  VERT ORDER  -  SECOND    CLASS 0
 AC2397
 AC2397.The horizontal coordinates were scaled from a topographic map and have
 AC2397.an estimated accuracy of +/- 6 seconds.
 AC2397
 AC2397.The orthometric height was determined by differential leveling
 AC2397.and adjusted by the National Geodetic Survey in June 1991..
 AC2397
 AC2397.The geoid height was determined by GEOID03.
 AC2397
 AC2397.The dynamic height is computed by dividing the NAVD 88
 AC2397.geopotential number by the normal gravity value computed on the
 AC2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2397.degrees latitude (g = 980.6199 gals.).
 AC2397
 AC2397.The modeled gravity was interpolated from observed gravity values.
 AC2397
 AC2397;                    North         East    Units  Estimated Accuracy
 AC2397;SPC FL E     -   176,740.      286,180.      MT  (+/- 180 meters Scaled)
 AC2397
 AC2397                          SUPERSEDED SURVEY CONTROL
 AC2397
 AC2397  NGVD 29 (??/??/92)    0.853  (m)            2.80   (f) ADJ UNCH    2 0
 AC2397
 AC2397.Superseded values are not recommended for survey control.
 AC2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2397.See file dsdata.txt to determine how the superseded data were derived.
 AC2397
 AC2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ861678(NAD 83)
 AC2397_MARKER: Z = SEE DESCRIPTION
 AC2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2397_STAMPING: DWC BM A 1
 AC2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2397+STABILITY: SURFACE MOTION
 AC2397
 AC2397  HISTORY     - Date     Condition        Report By
 AC2397  HISTORY     - UNK      MONUMENTED       FL-025
 AC2397  HISTORY     - 1970     GOOD             NGS
 AC2397  HISTORY     - 1973     GOOD             NGS
 AC2397  HISTORY     - 19870803 MARK NOT FOUND   USPSQD
 AC2397
 AC2397                          STATION DESCRIPTION
 AC2397
 AC2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2397'1.2 MI W FROM SUNNY ISLES.
 AC2397'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 826 FROM THE JUNCTION
 AC2397'OF STATE HIGHWAY A 1 A, ABOUT 0.85 MILE EAST OF THE JUNCTION
 AC2397'OF U.S. HIGHWAY 1, NEAR THE JUNCTION OF A DRIVEWAY LEADING TO THE
 AC2397'SUNNY ISLES TWIN ROCKING CHAIR THEATRE, 89.7 FEET EAST OF THE
 AC2397'SOUTHEAST CORNER OF A LARGE CONCRETE POWER LINE POLE, 30 1/2 FEET
 AC2397'NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 AC2397'HIGHWAY, 45 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 0.8
 AC2397'FOOT SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 AC2397'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 1.7 FEET
 AC2397'BELOW THE LEVEL OF THE GROUND.  NOTE-- 1.8 FEET W NW OF A METAL
 AC2397'WITNESS POST.
 AC2397
 AC2397                          STATION RECOVERY (1973)
 AC2397
 AC2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2397'RECOVERED IN GOOD CONDITION.
 AC2397
 AC2397                          STATION RECOVERY (1987)
 AC2397
 AC2397'RECOVERY NOTE BY US POWER SQUADRON 1987 (LR)
 AC2397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1233 ***********************************************************************
 AR1233  DESIGNATION -  A 1
 AR1233  PID         -  AR1233
 AR1233  STATE/COUNTY-  FL/LEVY
 AR1233  USGS QUAD   -  CEDAR KEY (1993)
 AR1233
 AR1233                         *CURRENT SURVEY CONTROL
 AR1233  ___________________________________________________________________
 AR1233* NAD 83(1986)-  29 11 06.     (N)    083 00 49.     (W)     SCALED    
 AR1233* NAVD 88     -         2.389  (meters)       7.84   (feet)  POSTED    
 AR1233  ___________________________________________________________________
 AR1233  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AR1233  DYNAMIC HT  -           2.390 (meters)       7.84  (feet)  COMP
 AR1233  MODELED GRAV-     979,251.2   (mgal)                       NAVD 88
 AR1233
 AR1233  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AR1233
 AR1233.The horizontal coordinates were scaled from a topographic map and have
 AR1233.an estimated accuracy of +/- 6 seconds.
 AR1233
 AR1233.The orthometric height was determined by differential leveling
 AR1233.and adjusted by the National Geodetic Survey in 1992..
 AR1233.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AR1233.rate of 3.1 thru 4.0 mm/km.
 AR1233
 AR1233.The geoid height was determined by GEOID03.
 AR1233
 AR1233.The dynamic height is computed by dividing the NAVD 88
 AR1233.geopotential number by the normal gravity value computed on the
 AR1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1233.degrees latitude (g = 980.6199 gals.).
 AR1233
 AR1233.The modeled gravity was interpolated from observed gravity values.
 AR1233
 AR1233;                    North         East    Units  Estimated Accuracy
 AR1233;SPC FL W     -   537,960.      101,410.      MT  (+/- 180 meters Scaled)
 AR1233
 AR1233                          SUPERSEDED SURVEY CONTROL
 AR1233
 AR1233  NGVD 29 (??/??/92)    2.59   (m)            8.5    (f) COMPUTED    1 2
 AR1233
 AR1233.Superseded values are not recommended for survey control.
 AR1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1233.See file dsdata.txt to determine how the superseded data were derived.
 AR1233
 AR1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN042301(NAD 83)
 AR1233_MARKER: DB = BENCH MARK DISK
 AR1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1233_STAMPING: A-1
 AR1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1233+STABILITY: SURFACE MOTION
 AR1233
 AR1233  HISTORY     - Date     Condition        Report By
 AR1233  HISTORY     - UNK      MONUMENTED       CGS
 AR1233  HISTORY     - 1954     GOOD             NGS
 AR1233  HISTORY     - 1967     MARK NOT FOUND   NGS
 AR1233
 AR1233                          STATION DESCRIPTION
 AR1233
 AR1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR1233'3.6 MI NE FROM CEDAR KEYS.
 AR1233'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE
 AR1233'JUNCTION OF SECOND STREET AT CEDAR KEYS, ALONG THE OLD ABANDONED
 AR1233'GRADE OF THE SEABOARD AIR LINE RAILWAY, 205 FEET SOUTHEAST OF
 AR1233'CENTER LINE OF HIGHWAY, 24 FEET NORTH OF CENTER OF OLD RAILWAY
 AR1233'BED, 44 FEET NORTHWEST OF AN 8-INCH PINE TREE GROWING ABOUT 1 1/2
 AR1233'FEET NORTH OF CENTER OF OLD RAILWAY BED, 32 FEET NORTHEAST OF
 AR1233'CENTER LINE OF OLD RAILWAY BED AT CENTER OF A RIDGE EXTENDING
 AR1233'SOUTH ALONG THE WEST END OF A SHALLOW BORROW PIT, 80 FEET
 AR1233'SOUTHWEST ALONG HIGHWAY THENCE 205 FEET SOUTHEAST ACROSS COUNTRY
 AR1233'FROM TELEPHONE POLE NO. 1017, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY
 AR1233'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AR1233
 AR1233                          STATION RECOVERY (1967)
 AR1233
 AR1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AR1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1405 ***********************************************************************
 AR1405  DESIGNATION -  A 1 FLDNR
 AR1405  PID         -  AR1405
 AR1405  STATE/COUNTY-  FL/DIXIE
 AR1405  USGS QUAD   -  FANNING SPRINGS (1988)
 AR1405
 AR1405                         *CURRENT SURVEY CONTROL
 AR1405  ___________________________________________________________________
 AR1405* NAD 83(1986)-  29 35 45.     (N)    082 58 56.     (W)     SCALED    
 AR1405* NAVD 88     -         6.634  (meters)      21.77   (feet)  ADJUSTED  
 AR1405  ___________________________________________________________________
 AR1405  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AR1405  DYNAMIC HT  -           6.625 (meters)      21.74  (feet)  COMP
 AR1405  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AR1405
 AR1405  VERT ORDER  -  SECOND    CLASS I
 AR1405
 AR1405.The horizontal coordinates were scaled from a topographic map and have
 AR1405.an estimated accuracy of +/- 6 seconds.
 AR1405
 AR1405.The orthometric height was determined by differential leveling
 AR1405.and adjusted by the National Geodetic Survey in June 1991..
 AR1405
 AR1405.The geoid height was determined by GEOID03.
 AR1405
 AR1405.The dynamic height is computed by dividing the NAVD 88
 AR1405.geopotential number by the normal gravity value computed on the
 AR1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1405.degrees latitude (g = 980.6199 gals.).
 AR1405
 AR1405.The modeled gravity was interpolated from observed gravity values.
 AR1405
 AR1405;                    North         East    Units  Estimated Accuracy
 AR1405;SPC FL N     -    67,030.      747,030.      MT  (+/- 180 meters Scaled)
 AR1405
 AR1405                          SUPERSEDED SURVEY CONTROL
 AR1405
 AR1405.No superseded survey control is available for this station.
 AR1405
 AR1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN080756(NAD 83)
 AR1405_MARKER: DB = BENCH MARK DISK
 AR1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1405_SP_SET: CONCRETE POST
 AR1405_STAMPING: DNR A1
 AR1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1405+STABILITY: SURFACE MOTION
 AR1405
 AR1405  HISTORY     - Date     Condition        Report By
 AR1405  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1405  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1405  HISTORY     - 19981217 MARK NOT FOUND   USPSQD
 AR1405
 AR1405                          STATION DESCRIPTION
 AR1405
 AR1405'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1405'0.6 MI SOUTH FROM OLD TOWN.
 AR1405'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1405'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT 0.6
 AR1405'MILES.
 AR1405'49.2 FEET WEST OF THE CENTERLINE OF SR349,167.3 FEET N25W OF A POWER
 AR1405'POLE.
 AR1405'2.25 INCH DIAMETER BRASS DNR LAKES BENCHMARK DISK WITH AN 18 INCH BY
 AR1405'HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1405
 AR1405                          STATION RECOVERY (1994)
 AR1405
 AR1405'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1405'MARK NOT FOUND.
 AR1405
 AR1405                          STATION RECOVERY (1998)
 AR1405
 AR1405'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5344 ***********************************************************************
 AG5344  DESIGNATION -  A 1 H CO FLHD
 AG5344  PID         -  AG5344
 AG5344  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5344  USGS QUAD   -  GANDY BRIDGE (1987)
 AG5344
 AG5344                         *CURRENT SURVEY CONTROL
 AG5344  ___________________________________________________________________
 AG5344* NAD 83(1986)-  27 53 22.     (N)    082 32 47.     (W)     SCALED    
 AG5344* NAVD 88     -         3.518  (meters)      11.54   (feet)  ADJUSTED  
 AG5344  ___________________________________________________________________
 AG5344  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AG5344  DYNAMIC HT  -           3.513 (meters)      11.53  (feet)  COMP
 AG5344  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AG5344
 AG5344  VERT ORDER  -  FIRST     CLASS I
 AG5344
 AG5344.The horizontal coordinates were scaled from a topographic map and have
 AG5344.an estimated accuracy of +/- 6 seconds.
 AG5344
 AG5344.The orthometric height was determined by differential leveling
 AG5344.and adjusted by the National Geodetic Survey in June 1991..
 AG5344
 AG5344.The geoid height was determined by GEOID03.
 AG5344
 AG5344.The dynamic height is computed by dividing the NAVD 88
 AG5344.geopotential number by the normal gravity value computed on the
 AG5344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5344.degrees latitude (g = 980.6199 gals.).
 AG5344
 AG5344.The modeled gravity was interpolated from observed gravity values.
 AG5344
 AG5344;                    North         East    Units  Estimated Accuracy
 AG5344;SPC FL W     -   394,080.      146,200.      MT  (+/- 180 meters Scaled)
 AG5344
 AG5344                          SUPERSEDED SURVEY CONTROL
 AG5344
 AG5344  NGVD 29 (??/??/92)    3.785  (m)           12.42   (f) ADJ UNCH    1 1
 AG5344
 AG5344.Superseded values are not recommended for survey control.
 AG5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5344.See file dsdata.txt to determine how the superseded data were derived.
 AG5344
 AG5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477859(NAD 83)
 AG5344_MARKER: DD = SURVEY DISK
 AG5344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5344_SP_SET: BRIDGE
 AG5344_STAMPING: A 1
 AG5344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5344
 AG5344  HISTORY     - Date     Condition        Report By
 AG5344  HISTORY     - UNK      MONUMENTED       FLHD
 AG5344  HISTORY     - 1966     GOOD             NGS
 AG5344  HISTORY     - 1978     GOOD             NGS
 AG5344
 AG5344                          STATION DESCRIPTION
 AG5344
 AG5344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5344'1.2 MI W FROM TAMPA.
 AG5344'ABOUT 1.15 MILES WEST ALONG GANDY BOULEVARD FROM THE
 AG5344'INTERSECTION OF WEST SHORE BOULEVARD AT TAMPA, ABOUT 0.35
 AG5344'MILE WEST OF THE EAST END OF GANDY BRIDGE OVER OLD TAMPA BAY,
 AG5344'2 FEET WEST OF LIGHT POLE NO. 88, 1.7 FEET NORTH OF THE SOUTH
 AG5344'EDGE OF THE GUARD RAIL BASE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AG5344'BOULEVARD AND SET IN THE TOP OF THE NORTH CONCRETE GUARD RAIL
 AG5344'BASE OF THE WEST-BOUND BRIDGE OR THE NEW BRIDGE.
 AG5344
 AG5344                          STATION RECOVERY (1978)
 AG5344
 AG5344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG5344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0922 ***********************************************************************
 BG0922  DESIGNATION -  A 10
 BG0922  PID         -  BG0922
 BG0922  STATE/COUNTY-  FL/OKALOOSA
 BG0922  USGS QUAD   -  HAROLD SE (1976)
 BG0922
 BG0922                         *CURRENT SURVEY CONTROL
 BG0922  ___________________________________________________________________
 BG0922* NAD 83(1990)-  30 32 43.72777(N)    086 46 19.78713(W)     ADJUSTED  
 BG0922* NAVD 88     -        56.821  (meters)     186.42   (feet)  ADJUSTED  
 BG0922  ___________________________________________________________________
 BG0922  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BG0922  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0922  DYNAMIC HT  -          56.748 (meters)     186.18  (feet)  COMP
 BG0922  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BG0922
 BG0922  HORZ ORDER  -  FIRST
 BG0922  VERT ORDER  -  SECOND    CLASS 0
 BG0922
 BG0922.The horizontal coordinates were established by classical geodetic methods
 BG0922.and adjusted by the National Geodetic Survey in December 1992..
 BG0922
 BG0922.The orthometric height was determined by differential leveling
 BG0922.and adjusted by the National Geodetic Survey in June 1991..
 BG0922.WARNING-Repeat measurements at this control monument indicate possible
 BG0922.vertical movement.
 BG0922
 BG0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG0922
 BG0922.The geoid height was determined by GEOID03.
 BG0922
 BG0922.The dynamic height is computed by dividing the NAVD 88
 BG0922.geopotential number by the normal gravity value computed on the
 BG0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0922.degrees latitude (g = 980.6199 gals.).
 BG0922
 BG0922.The modeled gravity was interpolated from observed gravity values.
 BG0922
 BG0922;                    North         East     Units Scale Factor Converg.
 BG0922;SPC FL N     -   173,487.030   381,997.271   MT  0.99997014   -1 08 30.6
 BG0922;SPC FL N     -   569,182.03  1,253,269.38   sFT  0.99997014   -1 08 30.6
 BG0922;UTM  16      - 3,379,253.546   521,853.199   MT  0.99960589   +0 06 56.9
 BG0922
 BG0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG0922!SPC FL N     -   0.99999536  x   0.99997014  =   0.99996550
 BG0922!UTM  16      -   0.99999536  x   0.99960589  =   0.99960125
 BG0922
 BG0922|---------------------------------------------------------------------|
 BG0922| PID    Reference Object                     Distance      Geod. Az  |
 BG0922|                                                           dddmmss.s |
 BG0922| BG0923 A 10 RM 1                            30.349 METERS 02538     |
 BG0922| BG0921 A 10 AZ MK                                         0583812.3 |
 BG0922| BG0924 A 10 RM 2                            33.065 METERS 27130     |
 BG0922|---------------------------------------------------------------------|
 BG0922
 BG0922                          SUPERSEDED SURVEY CONTROL
 BG0922
 BG0922  NAD 83(1990)-  30 32 43.72903(N)    086 46 19.78713(W) AD(       ) 1
 BG0922  NAD 83(1986)-  30 32 43.74905(N)    086 46 19.79093(W) AD(       ) 1
 BG0922  NAD 27      -  30 32 43.04400(N)    086 46 19.94300(W) AD(       ) 1
 BG0922  NGVD 29 (??/??/92)   56.932  (m)          186.78   (f) ADJ UNCH    2 0
 BG0922
 BG0922.Superseded values are not recommended for survey control.
 BG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0922.See file dsdata.txt to determine how the superseded data were derived.
 BG0922
 BG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU2185379254(NAD 83)
 BG0922_MARKER: DS = TRIANGULATION STATION DISK
 BG0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0922_STAMPING: A 10 1951
 BG0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0922+STABILITY: SURFACE MOTION
 BG0922
 BG0922  HISTORY     - Date     Condition        Report By
 BG0922  HISTORY     - 1951     MONUMENTED       CGS
 BG0922  HISTORY     - 1953     GOOD             NGS
 BG0922  HISTORY     - 1954     GOOD             NGS
 BG0922
 BG0922                          STATION DESCRIPTION
 BG0922
 BG0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (DAJ)
 BG0922'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ELGIN EPLER
 BG0922'AIRDROME (FIELD NO. 7), 6 MILES SOUTH-SOUTHEAST OF EGLIN BIANCUR
 BG0922'AIRDROME (FIELD NO. 6), AND 17 MILES NORTHWEST OF EGLIN FIELD.  IT
 BG0922'IS LOCATED NEAR THE SUMMIT OF A SMALL GRADE, ABOUT 87 FEET NORTH
 BG0922'OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 4-1/2 FEET NORTH OF
 BG0922'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 BG0922'DISC IS STAMPED, A 10 1951.
 BG0922'
 BG0922'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 BG0922'OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE
 BG0922'MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, A 10 1951.
 BG0922'
 BG0922'REFERENCE MARK NO. 2 IS 65 FEET SOUTH OF THE CENTERLINE OF
 BG0922'THE ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE
 BG0922'MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, A 10 NO 2
 BG0922'1951.
 BG0922'
 BG0922'AZIMUTH MARK IS 43 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 BG0922'THE ROAD AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 BG0922'MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, A 10 1951.
 BG0922'
 BG0922'THE STATION WAS REACHED FROM THE WEST GATE OF EGLIN FIELD BY
 BG0922'GOING WESTERLY TO THE FIRST PAVED ROAD TO THE RIGHT, THENCE
 BG0922'CONTINUE WEST AND NORTHWESTERLY FOR 10.8 MILES TO AN INTERSECTION
 BG0922'OF PAVED ROADS.  TURN LEFT OR WEST AND CONTINUE FOR 4 MILES TO
 BG0922'A T-INTERSECTION OF PAVED ROADS.  TURN LEFT OR SOUTH AND CONTINUE
 BG0922'FOR 3 MILES IN A SOUTHERLY DIRECTION TO THE SUMMIT OF A LOW
 BG0922'GRADE AND THE STATION SITE ON THE LEFT AS DESCRIBED ABOVE.
 BG0922'
 BG0922'TO REACH THE AZIMUTH MARK FROM THE STATION SITE GO EASTERLY ON
 BG0922'THE PAVED ROAD FOR 0.3 MILES TO THE MARK ON THE LEFT AS DESCRIBED
 BG0922'ABOVE.
 BG0922'
 BG0922'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BG0922
 BG0922                          STATION RECOVERY (1953)
 BG0922
 BG0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BG0922'25.2 MI NW FROM FORT WALTON.
 BG0922'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG0922'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 10.4 MILES NORTHWEST
 BG0922'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 5.1 MILES WEST AND 3.35
 BG0922'MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO EPLER FIELD,
 BG0922'ABOUT 0.95 MILE SOUTHWEST OF METTS LOOKOUT TOWER, NEAR THE
 BG0922'TOP OF A RIDGE, ABOUT 70 YARDS SOUTHWEST OF A POWER LINE CROSSING,
 BG0922'115 FEET SOUTHEAST OF CENTER LINE OF ROAD, 99.5 FEET
 BG0922'SOUTH-SOUTHWEST OF RM NO. 1, 108.6 FEET EAST-NORTHEAST OF RM NO. 2,
 BG0922'48 FEET SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH PINE TREE, 4
 BG0922'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 BG0922'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BG0922'PROJECTING 3 INCHES.
 BG0922
 BG0922                          STATION RECOVERY (1954)
 BG0922
 BG0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BG0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1493 ***********************************************************************
 AG1493  DESIGNATION -  A 10
 AG1493  PID         -  AG1493
 AG1493  STATE/COUNTY-  FL/MANATEE
 AG1493  USGS QUAD   -  VERNA (1979)
 AG1493
 AG1493                         *CURRENT SURVEY CONTROL
 AG1493  ___________________________________________________________________
 AG1493* NAD 83(1990)-  27 28 30.73046(N)    082 20 56.62722(W)     ADJUSTED  
 AG1493* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AG1493  ___________________________________________________________________
 AG1493  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AG1493  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG1493
 AG1493  HORZ ORDER  -  THIRD
 AG1493
 AG1493.The horizontal coordinates were established by classical geodetic methods
 AG1493.and adjusted by the National Geodetic Survey in May 1991..
 AG1493
 AG1493.The orthometric height was scaled from a topographic map.
 AG1493
 AG1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1493
 AG1493.The geoid height was determined by GEOID03.
 AG1493
 AG1493;                    North         East     Units Scale Factor Converg.
 AG1493;SPC FL W     -   348,105.375   165,502.507   MT  0.99995586   -0 09 39.8
 AG1493;SPC FL W     - 1,142,075.72    542,986.14   sFT  0.99995586   -0 09 39.8
 AG1493;UTM  17      - 3,039,794.163   366,712.537   MT  0.99981930   -0 37 21.0
 AG1493
 AG1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1493!SPC FL W     -   1.00000078  x   0.99995586  =   0.99995664
 AG1493!UTM  17      -   1.00000078  x   0.99981930  =   0.99982008
 AG1493
 AG1493:                Primary Azimuth Mark                     Grid Az
 AG1493:SPC FL W     -  B 10                                     090 53 37.2
 AG1493:UTM  17      -  B 10                                     091 21 18.4
 AG1493
 AG1493|---------------------------------------------------------------------|
 AG1493| PID    Reference Object                     Distance      Geod. Az  |
 AG1493|                                                           dddmmss.s |
 AG1493| AG1494 B 10                                APPROX. 1.3 KM 0904357.4 |
 AG1493| CW6870 A 10 RM 1                            22.190 METERS 12331     |
 AG1493| CW6871 A 10 RM 2                            17.538 METERS 22607     |
 AG1493| AG8478 SCHROEDER                           APPROX. 2.0 KM 2711416.6 |
 AG1493| AG1516 A 10 2                               23.127 METERS 35402     |
 AG1493|---------------------------------------------------------------------|
 AG1493
 AG1493                          SUPERSEDED SURVEY CONTROL
 AG1493
 AG1493  NAD 83(1986)-  27 28 30.73380(N)    082 20 56.64037(W) AD(       ) 3
 AG1493  NAD 27      -  27 28 29.58673(N)    082 20 57.30561(W) AD(       ) 3
 AG1493
 AG1493.Superseded values are not recommended for survey control.
 AG1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1493.See file dsdata.txt to determine how the superseded data were derived.
 AG1493
 AG1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6671339794(NAD 83)
 AG1493_MARKER: DD = SURVEY DISK
 AG1493_SETTING: 0 = UNSPECIFIED SETTING
 AG1493
 AG1493  HISTORY     - Date     Condition        Report By
 AG1493  HISTORY     - 1944     MONUMENTED       CGS
 AG1493  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AG1493
 AG1493                          STATION DESCRIPTION
 AG1493
 AG1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1493'STATION IS 13 MILES E ALONG STATE HIGHWAY 161 FROM THE
 AG1493'MANATEE PUBLIC SCHOOL, 1.3 MILES E OF U.S.C. AND
 AG1493'G.S. TRIANGULATION STATION SCHROEDER 1934, 0.8 MILE E OF
 AG1493'HIGHWAY BRIDGE 40, 15 FEET S OF THE CENTER LINE OF HWY., 7 FEET S
 AG1493'OF THE EDGE OF THE ROAD, 38-1/2 FEET N OF A FENCE LINE, AND 73
 AG1493'FEET NW OF THE W POST OF A FIELD GATE.  IT IS STAMPED A 10 1942
 AG1493'AND IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  A 4-INCH SQUARE
 AG1493'WOODEN WITNESS POST PROJECTING 2 FEET IS 20-1/2 FEET S OF THE
 AG1493'STATION.
 AG1493'
 AG1493'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1493'THE TOP OF CONCRETE POSTS.
 AG1493'
 AG1493'REFERENCE MARK 1 IS SE OF THE STATION, 54 FEET S OF THE CENTER
 AG1493'LINE OF HIGHWAY 161, AND 1-1/2 FEET SW OF THE W POST OF FIELD
 AG1493'GATE.  IT IS STAMPED A 10 NO 1 1944 AND PROJECTS ABOUT 6 INCHES.
 AG1493'
 AG1493'REFERENCE MARK 2 IS SW OF THE STATION, 55 FEET S OF THE CENTER
 AG1493'LINE OF HIGHWAY 161, AND 1-1/2 FEET S OF A FENCE LINE.  IT IS
 AG1493'STAMPED A 10 NO 2 1944 AND PROJECTS ABOUT 6 INCHES.
 AG1493'
 AG1493'THE AZIMUTH MARKS FOR THIS STATION ARE TRAVERSE STATION B 10,
 AG1493'0.8 MILE E ALONG STATE HIGHWAY 161, AND U.S.C. AND
 AG1493'G.S. TRIANGULATION STATION SCHROEDER 1934, 1.3 MILES W ALONG
 AG1493'STATE HIGHWAY 161.
 AG1493'
 AG1493'TO REACH THE STATION FROM THE MANATEE PUBLIC SCHOOL, GO E ON
 AG1493'STATE HIGHWAY 161 FOR 12.9 MILES TO THE MARK ON THE RIGHT AS
 AG1493'DESCRIBED.
 AG1493'
 AG1493'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AG1493
 AG1493                          STATION RECOVERY (1954)
 AG1493
 AG1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR)
 AG1493'DESTROYED DUE TO HIGHWAY CONSTRUCTION.  STATION A 10 2 WAS
 AG1493'ESTABLISHED 75.905 FEET (23.136 METERS) TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1516 ***********************************************************************
 AG1516  DESIGNATION -  A 10 2
 AG1516  PID         -  AG1516
 AG1516  STATE/COUNTY-  FL/MANATEE
 AG1516  USGS QUAD   -  VERNA (1979)
 AG1516
 AG1516                         *CURRENT SURVEY CONTROL
 AG1516  ___________________________________________________________________
 AG1516* NAD 83(1990)-  27 28 31.47796(N)    082 20 56.71473(W)     ADJUSTED  
 AG1516* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 AG1516  ___________________________________________________________________
 AG1516  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AG1516  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG1516
 AG1516  HORZ ORDER  -  SECOND
 AG1516
 AG1516.The horizontal coordinates were established by classical geodetic methods
 AG1516.and adjusted by the National Geodetic Survey in May 1991..
 AG1516
 AG1516.The orthometric height was scaled from a topographic map.
 AG1516
 AG1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1516
 AG1516.The geoid height was determined by GEOID03.
 AG1516
 AG1516;                    North         East     Units Scale Factor Converg.
 AG1516;SPC FL W     -   348,128.389   165,500.169   MT  0.99995586   -0 09 39.8
 AG1516;SPC FL W     - 1,142,151.22    542,978.47   sFT  0.99995586   -0 09 39.8
 AG1516;UTM  17      - 3,039,817.193   366,710.385   MT  0.99981930   -0 37 21.1
 AG1516
 AG1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1516!SPC FL W     -   1.00000094  x   0.99995586  =   0.99995680
 AG1516!UTM  17      -   1.00000094  x   0.99981930  =   0.99982024
 AG1516
 AG1516:                Primary Azimuth Mark                     Grid Az
 AG1516:SPC FL W     -  B 10 2                                   091 00 18.6
 AG1516:UTM  17      -  B 10 2                                   091 27 59.9
 AG1516
 AG1516|---------------------------------------------------------------------|
 AG1516| PID    Reference Object                     Distance      Geod. Az  |
 AG1516|                                                           dddmmss.s |
 AG1516| AG1514 B 10 2                              APPROX. 1.3 KM 0905038.8 |
 AG1516| CW6872 A 10 2 RM 1                          40.980 METERS 14920     |
 AG1516| CW6873 A 10 2 RM 2                          36.628 METERS 19614     |
 AG1516|---------------------------------------------------------------------|
 AG1516
 AG1516                          SUPERSEDED SURVEY CONTROL
 AG1516
 AG1516  NAD 83(1986)-  27 28 31.48107(N)    082 20 56.72782(W) AD(       ) 2
 AG1516  NAD 27      -  27 28 30.33426(N)    082 20 57.39309(W) AD(       ) 2
 AG1516
 AG1516.Superseded values are not recommended for survey control.
 AG1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1516.See file dsdata.txt to determine how the superseded data were derived.
 AG1516
 AG1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6671039817(NAD 83)
 AG1516_MARKER: DD = SURVEY DISK
 AG1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1516
 AG1516  HISTORY     - Date     Condition        Report By
 AG1516  HISTORY     - 1954     MONUMENTED       CGS
 AG1516
 AG1516                          STATION DESCRIPTION
 AG1516
 AG1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (IRR)
 AG1516'STATION IS APPROXIMATELY 13 MILES EAST ALONG FLORIDA STATE
 AG1516'HIGHWAY 64 FROM THE MANATEE ELEMENTARY SCHOOL IN EAST
 AG1516'BRADENTON, 1.3 MILES EAST OF TRIANGULATION STATION SCHROEDER,
 AG1516'60.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.5 FEET
 AG1516'NORTH OF A WIRE FENCE AND 2 FEET EAST OF A 4 BY 4-INCH CONCRETE
 AG1516'WITNESS POST WHICH PROJECTS 15 INCHES.
 AG1516'
 AG1516'TO REACH FROM THE MANATEE ELEMENTARY SCHOOL IN EAST BRADENTON,
 AG1516'GO EAST ON FLORIDA STATE HIGHWAY 64 FOR APPROXIMATELY 13 MILES
 AG1516'TO THE STATION ON THE LEFT (NORTH).
 AG1516'
 AG1516'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 8-INCH SQUARE
 AG1516'CONCRETE POSTS.
 AG1516'
 AG1516'STATION MARK, STAMPED A10 2 1954, IS FLUSH WITH THE GROUND.
 AG1516'
 AG1516'REFERENCE MARK 1, STAMPED A10 2 NO 1 1954, IS 54.5 FEET SOUTH
 AG1516'OF THE CENTERLINE OF THE HIGHWAY, 2.3 FEET SOUTH OF A WIRE
 AG1516'FENCE AND PROJECTS 6 INCHES.  THE ARROW POINTS A FEW DEGREES
 AG1516'WEST OF THE LINE TO THE STATION AS THIS WAS A REFERENCE MARK
 AG1516'FOR STATION A10 WHICH HAS BEEN DESTROYED.
 AG1516'
 AG1516'REFERENCE MARK 2, STAMPED A10 2 NO 2 1954, IS 55.5 FEET SOUTH
 AG1516'OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET SOUTH OF A WIRE
 AG1516'FENCE AND PROJECTS 6 INCHES.  THE ARROW POINTS A FEW DEGREES
 AG1516'EAST OF THE LINE TO THE STATION.
 AG1516'
 AG1516'AZIMUTH MARK IS STATION B10 2, APPROXIMATELY 0.8 MILE EAST
 AG1516'ALONG THE HIGHWAY AND VISIBLE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0921 ***********************************************************************
 BG0921  DESIGNATION -  A 10 AZ MK
 BG0921  PID         -  BG0921
 BG0921  STATE/COUNTY-  FL/OKALOOSA
 BG0921  USGS QUAD   -  HAROLD SE (1976)
 BG0921
 BG0921                         *CURRENT SURVEY CONTROL
 BG0921  ___________________________________________________________________
 BG0921* NAD 83(1986)-  30 32 48.     (N)    086 46 06.     (W)     SCALED    
 BG0921* NAVD 88     -        51.422  (meters)     168.71   (feet)  ADJUSTED  
 BG0921  ___________________________________________________________________
 BG0921  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0921  DYNAMIC HT  -          51.356 (meters)     168.49  (feet)  COMP
 BG0921  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 BG0921
 BG0921  VERT ORDER  -  SECOND    CLASS 0
 BG0921
 BG0921.The horizontal coordinates were scaled from a topographic map and have
 BG0921.an estimated accuracy of +/- 6 seconds.
 BG0921
 BG0921.The orthometric height was determined by differential leveling
 BG0921.and adjusted by the National Geodetic Survey in June 1991..
 BG0921
 BG0921.The geoid height was determined by GEOID03.
 BG0921
 BG0921.The dynamic height is computed by dividing the NAVD 88
 BG0921.geopotential number by the normal gravity value computed on the
 BG0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0921.degrees latitude (g = 980.6199 gals.).
 BG0921
 BG0921.The modeled gravity was interpolated from observed gravity values.
 BG0921
 BG0921;                    North         East    Units  Estimated Accuracy
 BG0921;SPC FL N     -   173,610.      382,370.      MT  (+/- 180 meters Scaled)
 BG0921
 BG0921                          SUPERSEDED SURVEY CONTROL
 BG0921
 BG0921  NGVD 29 (??/??/92)   51.53   (m)          169.1    (f) COMPUTED    2 0
 BG0921
 BG0921.Superseded values are not recommended for survey control.
 BG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0921.See file dsdata.txt to determine how the superseded data were derived.
 BG0921
 BG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU222793(NAD 83)
 BG0921_MARKER: DZ = AZIMUTH MARK DISK
 BG0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0921_STAMPING: A 10 1951
 BG0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0921+STABILITY: SURFACE MOTION
 BG0921
 BG0921  HISTORY     - Date     Condition        Report By
 BG0921  HISTORY     - 1951     MONUMENTED       CGS
 BG0921  HISTORY     - 1953     GOOD             NGS
 BG0921  HISTORY     - 1954     GOOD             NGS
 BG0921
 BG0921                          STATION DESCRIPTION
 BG0921
 BG0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG0921'25 MI NW FROM FORT WALTON.
 BG0921'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG0921'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 10.4 MILES
 BG0921'NORTHWEST ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 5.1 MILES
 BG0921'WEST AND 3.1 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO
 BG0921'EPLER FIELD, ABOUT 0.7 MILE SOUTHWEST OF METTS LOOKOUT TOWER,
 BG0921'ABOUT 0.2 MILE NORTHEAST OF A POWER LINE CROSSING, 42 FEET
 BG0921'NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, 63 FEET SOUTHWEST
 BG0921'OF A TRIANGULAR BLAZED 10-INCH PINE TREE, 3 FEET SOUTH OF A
 BG0921'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 BG0921'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BG0921
 BG0921                          STATION RECOVERY (1954)
 BG0921
 BG0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BG0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1420 ***********************************************************************
 AR1420  DESIGNATION -  A 10 FLDNR
 AR1420  PID         -  AR1420
 AR1420  STATE/COUNTY-  FL/DIXIE
 AR1420  USGS QUAD   -  VISTA (1993)
 AR1420
 AR1420                         *CURRENT SURVEY CONTROL
 AR1420  ___________________________________________________________________
 AR1420* NAD 83(1986)-  29 24 49.     (N)    083 02 32.     (W)     SCALED    
 AR1420* NAVD 88     -         2.830  (meters)       9.28   (feet)  ADJUSTED  
 AR1420  ___________________________________________________________________
 AR1420  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1420  DYNAMIC HT  -           2.826 (meters)       9.27  (feet)  COMP
 AR1420  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AR1420
 AR1420  VERT ORDER  -  SECOND    CLASS I
 AR1420
 AR1420.The horizontal coordinates were scaled from a topographic map and have
 AR1420.an estimated accuracy of +/- 6 seconds.
 AR1420
 AR1420.The orthometric height was determined by differential leveling
 AR1420.and adjusted by the National Geodetic Survey in June 1991..
 AR1420
 AR1420.The geoid height was determined by GEOID03.
 AR1420
 AR1420.The dynamic height is computed by dividing the NAVD 88
 AR1420.geopotential number by the normal gravity value computed on the
 AR1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1420.degrees latitude (g = 980.6199 gals.).
 AR1420
 AR1420.The modeled gravity was interpolated from observed gravity values.
 AR1420
 AR1420;                    North         East    Units  Estimated Accuracy
 AR1420;SPC FL N     -    46,750.      741,480.      MT  (+/- 180 meters Scaled)
 AR1420
 AR1420                          SUPERSEDED SURVEY CONTROL
 AR1420
 AR1420.No superseded survey control is available for this station.
 AR1420
 AR1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN018555(NAD 83)
 AR1420_MARKER: DB = BENCH MARK DISK
 AR1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1420_SP_SET: CONCRETE POST
 AR1420_STAMPING: DNR A10
 AR1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1420+STABILITY: SURFACE MOTION
 AR1420
 AR1420  HISTORY     - Date     Condition        Report By
 AR1420  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1420  HISTORY     - 1989     GOOD             USPSQD
 AR1420
 AR1420                          STATION DESCRIPTION
 AR1420
 AR1420'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1420'13 MI SW FROM OLD TOWN.
 AR1420'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1420'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1420'12.95 MILES.
 AR1420'ABOUT 47.1 FEET S45E FROM THE CENTERLINE OF SR349,ABOUT 126.9 FEET
 AR1420'EAST OF A POWER POLE.
 AR1420'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1420'BY HALF INCH REBAR INTO THE ADJACENT GROUND.
 AR1420
 AR1420                          STATION RECOVERY (1989)
 AR1420
 AR1420'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0923 ***********************************************************************
 BG0923  DESIGNATION -  A 10 RM 1
 BG0923  PID         -  BG0923
 BG0923  STATE/COUNTY-  FL/OKALOOSA
 BG0923  USGS QUAD   -  HAROLD SE (1976)
 BG0923
 BG0923                         *CURRENT SURVEY CONTROL
 BG0923  ___________________________________________________________________
 BG0923* NAD 83(1986)-  30 32 43.     (N)    086 46 19.     (W)     SCALED    
 BG0923* NAVD 88     -        55.888  (meters)     183.36   (feet)  ADJUSTED  
 BG0923  ___________________________________________________________________
 BG0923  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0923  DYNAMIC HT  -          55.816 (meters)     183.12  (feet)  COMP
 BG0923  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BG0923
 BG0923  VERT ORDER  -  SECOND    CLASS 0
 BG0923
 BG0923.The horizontal coordinates were scaled from a topographic map and have
 BG0923.an estimated accuracy of +/- 6 seconds.
 BG0923
 BG0923.The orthometric height was determined by differential leveling
 BG0923.and adjusted by the National Geodetic Survey in June 1991..
 BG0923
 BG0923.The geoid height was determined by GEOID03.
 BG0923
 BG0923.The dynamic height is computed by dividing the NAVD 88
 BG0923.geopotential number by the normal gravity value computed on the
 BG0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0923.degrees latitude (g = 980.6199 gals.).
 BG0923
 BG0923.The modeled gravity was interpolated from observed gravity values.
 BG0923
 BG0923;                    North         East    Units  Estimated Accuracy
 BG0923;SPC FL N     -   173,460.      382,020.      MT  (+/- 180 meters Scaled)
 BG0923
 BG0923                          SUPERSEDED SURVEY CONTROL
 BG0923
 BG0923  NGVD 29 (??/??/92)   55.999  (m)          183.72   (f) ADJ UNCH    2 0
 BG0923
 BG0923.Superseded values are not recommended for survey control.
 BG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0923.See file dsdata.txt to determine how the superseded data were derived.
 BG0923
 BG0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU218792(NAD 83)
 BG0923_MARKER: DR = REFERENCE MARK DISK
 BG0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0923_STAMPING: A 10 NO 1 1951
 BG0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0923+STABILITY: SURFACE MOTION
 BG0923
 BG0923  HISTORY     - Date     Condition        Report By
 BG0923  HISTORY     - 1951     MONUMENTED       CGS
 BG0923  HISTORY     - 1953     GOOD             NGS
 BG0923  HISTORY     - 1954     GOOD             NGS
 BG0923
 BG0923                          STATION DESCRIPTION
 BG0923
 BG0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG0923'25.2 MI NW FROM FORT WALTON.
 BG0923'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 BG0923'OF U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 10.4 MILES
 BG0923'NORTHWEST ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 5.1 MILES
 BG0923'WEST AND 3.35 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING
 BG0923'TO EPLER FIELD, NEAR THE TOP OF A RIDGE, 47 FEET SOUTHEAST
 BG0923'OF CENTER LINE OF ROAD, 99.5 FEET NORTH-NORTHEAST OF STATION
 BG0923'MARK, 70 FEET NORTHEAST OF A TRIANGULAR BLAZED 10-INCH PINE
 BG0923'TREE, ABOUT MIDWAY BETWEEN TWO WHITE WOODEN WITNESS POSTS,
 BG0923'ABOUT 4 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 BG0923'POST PROJECTING 4 INCHES.
 BG0923
 BG0923                          STATION RECOVERY (1954)
 BG0923
 BG0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BG0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0924 ***********************************************************************
 BG0924  DESIGNATION -  A 10 RM 2
 BG0924  PID         -  BG0924
 BG0924  STATE/COUNTY-  FL/OKALOOSA
 BG0924  USGS QUAD   -  HAROLD SE (1976)
 BG0924
 BG0924                         *CURRENT SURVEY CONTROL
 BG0924  ___________________________________________________________________
 BG0924* NAD 83(1986)-  30 32 43.     (N)    086 46 22.     (W)     SCALED    
 BG0924* NAVD 88     -        56.518  (meters)     185.43   (feet)  ADJUSTED  
 BG0924  ___________________________________________________________________
 BG0924  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0924  DYNAMIC HT  -          56.446 (meters)     185.19  (feet)  COMP
 BG0924  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BG0924
 BG0924  VERT ORDER  -  SECOND    CLASS 0
 BG0924
 BG0924.The horizontal coordinates were scaled from a topographic map and have
 BG0924.an estimated accuracy of +/- 6 seconds.
 BG0924
 BG0924.The orthometric height was determined by differential leveling
 BG0924.and adjusted by the National Geodetic Survey in June 1991..
 BG0924.WARNING-Repeat measurements at this control monument indicate possible
 BG0924.vertical movement.
 BG0924
 BG0924.The geoid height was determined by GEOID03.
 BG0924
 BG0924.The dynamic height is computed by dividing the NAVD 88
 BG0924.geopotential number by the normal gravity value computed on the
 BG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0924.degrees latitude (g = 980.6199 gals.).
 BG0924
 BG0924.The modeled gravity was interpolated from observed gravity values.
 BG0924
 BG0924;                    North         East    Units  Estimated Accuracy
 BG0924;SPC FL N     -   173,470.      381,940.      MT  (+/- 180 meters Scaled)
 BG0924
 BG0924                          SUPERSEDED SURVEY CONTROL
 BG0924
 BG0924  NGVD 29 (??/??/92)   56.630  (m)          185.79   (f) ADJ UNCH    2 0
 BG0924
 BG0924.Superseded values are not recommended for survey control.
 BG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0924.See file dsdata.txt to determine how the superseded data were derived.
 BG0924
 BG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU217792(NAD 83)
 BG0924_MARKER: DR = REFERENCE MARK DISK
 BG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0924_STAMPING: A 10 NO 2 1951
 BG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0924+STABILITY: SURFACE MOTION
 BG0924
 BG0924  HISTORY     - Date     Condition        Report By
 BG0924  HISTORY     - 1951     MONUMENTED       CGS
 BG0924  HISTORY     - 1953     GOOD             NGS
 BG0924  HISTORY     - 1954     GOOD             NGS
 BG0924
 BG0924                          STATION DESCRIPTION
 BG0924
 BG0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG0924'25.2 MI NW FROM FORT WALTON.
 BG0924'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG0924'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 10.4 MILES NORTHWEST
 BG0924'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 5.1 MILES WEST AND 3.35
 BG0924'MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO EPLER FIELD,
 BG0924'NEAR THE TOP OF A RIDGE, 65 FEET SOUTHEAST OF CENTER LINE OF
 BG0924'ROAD, 108.6 FEET WEST-SOUTHWEST OF STATION MARK, 106 FEET
 BG0924'SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH PINE TREE, ABOUT
 BG0924'MIDWAY BETWEEN TWO WHITE WOODEN WITNESS POSTS, ABOUT 4 FEET ABOVE
 BG0924'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG0924'4 INCHES.
 BG0924
 BG0924                          STATION RECOVERY (1954)
 BG0924
 BG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BG0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1761 ***********************************************************************
 AR1761  DESIGNATION -  A 101
 AR1761  PID         -  AR1761
 AR1761  STATE/COUNTY-  FL/ALACHUA
 AR1761  USGS QUAD   -  MONTEOCHA (1993)
 AR1761
 AR1761                         *CURRENT SURVEY CONTROL
 AR1761  ___________________________________________________________________
 AR1761* NAD 83(1999)-  29 45 25.95316(N)    082 19 10.52615(W)     ADJUSTED  
 AR1761* NAVD 88     -        54.0    (meters)     177.     (feet)  VERTCON   
 AR1761  ___________________________________________________________________
 AR1761  X           -     740,631.648 (meters)                     COMP
 AR1761  Y           -  -5,491,971.681 (meters)                     COMP
 AR1761  Z           -   3,147,050.397 (meters)                     COMP
 AR1761  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AR1761  ELLIP HEIGHT-          25.87  (meters)          (06/12/02) GPS OBS
 AR1761  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR1761
 AR1761  HORZ ORDER  -  SECOND
 AR1761  ELLP ORDER  -  FOURTH    CLASS I
 AR1761
 AR1761.The horizontal coordinates were established by GPS observations
 AR1761.and adjusted by the National Geodetic Survey in June 2002..
 AR1761
 AR1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1761
 AR1761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1761
 AR1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1761
 AR1761.The ellipsoidal height was determined by GPS observations
 AR1761.and is referenced to NAD 83.
 AR1761
 AR1761.The geoid height was determined by GEOID03.
 AR1761
 AR1761;                    North         East     Units Scale Factor Converg.
 AR1761;SPC FL N     -    85,951.174   810,871.449   MT  0.99997388   +1 05 44.6
 AR1761;SPC FL N     -   281,991.48  2,660,334.08   sFT  0.99997388   +1 05 44.6
 AR1761;UTM  17      - 3,292,611.959   372,414.113   MT  0.99980084   -0 39 18.1
 AR1761
 AR1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1761!SPC FL N     -   0.99999594  x   0.99997388  =   0.99996982
 AR1761!UTM  17      -   0.99999594  x   0.99980084  =   0.99979678
 AR1761
 AR1761                          SUPERSEDED SURVEY CONTROL
 AR1761
 AR1761  NAD 83(1990)-  29 45 25.95186(N)    082 19 10.52588(W) AD(       ) 2
 AR1761  ELLIP H (05/01/91)   25.90   (m)                       GP(       ) 4 1
 AR1761  NAD 83(1986)-  29 45 25.96114(N)    082 19 10.53091(W) AD(       ) 2
 AR1761  NGVD 29 (11/17/89)   54.2    (m)          178.     (f) GPS OBS        
 AR1761
 AR1761.Superseded values are not recommended for survey control.
 AR1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1761.See file dsdata.txt to determine how the superseded data were derived.
 AR1761
 AR1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7241492612(NAD 83)
 AR1761_MARKER: DD = SURVEY DISK
 AR1761_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1761_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1761_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1761+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1761
 AR1761  HISTORY     - Date     Condition        Report By
 AR1761  HISTORY     - 1988     MONUMENTED       PMC
 AR1761
 AR1761                          STATION DESCRIPTION
 AR1761
 AR1761'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1761'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI)
 AR1761'NORTHEAST OF GAINESVILLE.
 AR1761'OWNERSHIP--PRIVATE.
 AR1761'
 AR1761'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND SR 121 GO
 AR1761'NORTH FOR 3.2 KM (2.0 MI) ON SR 121 TO AN IMPROVED DIRT ROAD TO THE
 AR1761'EAST,
 AR1761'GO EAST FOR 4.8 KM (3.0 MI) ON A DIRT ROAD TO THE INTERSECTION WITH
 AR1761'A NORTH-SOUTH IMPROVED DIRT ROAD WITH A HUNT CLUB AT THE SOUTHWEST
 AR1761'CORNER,
 AR1761'GO NORTH FOR 1.1 KM (0.7 MI) ON THE DIRT ROAD TO AN EAST-WEST
 AR1761'POWERLINE R/W,
 AR1761'GO WEST FOR 0.5 KM (0.35 MI) ON POWERLINE R/W TO THE INTERSECTION
 AR1761'WITH A DIRT ROAD AND THE STATION, LOCATED AT THE EDGE OF THE ROAD
 AR1761'AT THE NORTHWEST CORNER OF THE INTERSECTION.
 AR1761'
 AR1761'THE STATION IS A STANDARD AC GIS DISK
 AR1761'STAMPED---STATION A101---,
 AR1761'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1761'47.78 METERS (156.76 FT) EAST FROM A NAIL AND CAP (NO 3765) SET
 AR1761'IN POWER POLE  NO 605,
 AR1761'23.30 METERS (76.45 FT) NORTH FROM A  NAIL AND CAP (NO 3765) SET
 AR1761'IN A 6 IN PINE,
 AR1761'24.46 METERS (80.24 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1761'IN AN 8 IN WATER OAK,
 AR1761'45.42 METERS (149.00 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1761'IN AN 8 IN PINE, 0.6 METERS (2 FT) SOUTHEAST OF A CARSONITE POST SET.
 AR1761'
 AR1761'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1761'STAMPED---AZIMUTH A102---,
 AR1761'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1761'6.22 METERS (20.41 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1761'IN POWER POLE NO 611,
 AR1761'15.09 METERS (49.52 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1761'IN AN 8 IN PINE,
 AR1761'18.34 METERS (60.16 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1761'IN A 6 IN PINE, 0.6 METERS (2 FT) NORTH OF A CARSONITE POST SET.
 AR1761'TO REACH THE AZIMUTH FROM THE STATION,
 AR1761'GO EAST FOR 1.2 KM (0.75 MI) ON POWERLINE R/W TO THE AZIMUTH MARK
 AR1761'ON NORTH SIDE OF POWERLINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6263 ***********************************************************************
 AL6263  DESIGNATION -  A 101 RESET 1958
 AL6263  PID         -  AL6263
 AL6263  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6263  USGS QUAD   -  ODESSA (1987)
 AL6263
 AL6263                         *CURRENT SURVEY CONTROL
 AL6263  ___________________________________________________________________
 AL6263* NAD 83(1986)-  28 07 44.     (N)    082 34 27.     (W)     SCALED    
 AL6263* NAVD 88     -        18.551  (meters)      60.86   (feet)  ADJUSTED  
 AL6263  ___________________________________________________________________
 AL6263  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AL6263  DYNAMIC HT  -          18.525 (meters)      60.78  (feet)  COMP
 AL6263  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 AL6263
 AL6263  VERT ORDER  -  FIRST     CLASS II
 AL6263
 AL6263.The horizontal coordinates were scaled from a topographic map and have
 AL6263.an estimated accuracy of +/- 6 seconds.
 AL6263
 AL6263.The orthometric height was determined by differential leveling
 AL6263.and adjusted by the National Geodetic Survey in June 1991..
 AL6263
 AL6263.The geoid height was determined by GEOID03.
 AL6263
 AL6263.The dynamic height is computed by dividing the NAVD 88
 AL6263.geopotential number by the normal gravity value computed on the
 AL6263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6263.degrees latitude (g = 980.6199 gals.).
 AL6263
 AL6263.The modeled gravity was interpolated from observed gravity values.
 AL6263
 AL6263;                    North         East    Units  Estimated Accuracy
 AL6263;SPC FL W     -   420,630.      143,590.      MT  (+/- 180 meters Scaled)
 AL6263
 AL6263                          SUPERSEDED SURVEY CONTROL
 AL6263
 AL6263  NGVD 29 (??/??/92)   18.804  (m)           61.69   (f) ADJ UNCH    1 2
 AL6263
 AL6263.Superseded values are not recommended for survey control.
 AL6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6263.See file dsdata.txt to determine how the superseded data were derived.
 AL6263
 AL6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM453124(NAD 83)
 AL6263_MARKER: DB = BENCH MARK DISK
 AL6263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6263_STAMPING: A 101 RESET 1958
 AL6263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6263+STABILITY: SURFACE MOTION
 AL6263
 AL6263  HISTORY     - Date     Condition        Report By
 AL6263  HISTORY     - 1958     MONUMENTED       CGS
 AL6263  HISTORY     - 1966     GOOD             NGS
 AL6263  HISTORY     - 20010330 GOOD             USPSQD
 AL6263  HISTORY     - 20021027 MARK NOT FOUND   USPSQD
 AL6263
 AL6263                          STATION DESCRIPTION
 AL6263
 AL6263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AL6263'4 MI N FROM CITRUS PARK.
 AL6263'ABOUT 4.0 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6263'ELEMENTARY SCHOOL AT CITRUS PARK, NEAR THE JUNCTION OF VAN DYKE
 AL6263'ROAD (STATE HIGHWAY S 865A) LEADING EAST, 295 FEET SOUTH OF THE
 AL6263'CENTER LINE OF VAN DYKE ROAD, 38.5 FEET EAST OF THE CENTER LINE
 AL6263'OF GUNN HIGHWAY, 30 1/2 FEET NORTHEAST OF THE FIRST POWER POLE
 AL6263'SOUTH OF VAN DYKE ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 AL6263'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AL6263'POST 0.2 FOOT UNDERGROUND.
 AL6263
 AL6263                          STATION RECOVERY (2001)
 AL6263
 AL6263'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6263'RECOVERED IN GOOD CONDITION.
 AL6263
 AL6263                          STATION RECOVERY (2002)
 AL6263
 AL6263'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AL6263'AREA REGRADED WHEN PROPERTY DEVELOPED AND RIGHT TURN LANE ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5379 ***********************************************************************
 AG5379  DESIGNATION -  A 102
 AG5379  PID         -  AG5379
 AG5379  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5379  USGS QUAD   -  GANDY BRIDGE (1987)
 AG5379
 AG5379                         *CURRENT SURVEY CONTROL
 AG5379  ___________________________________________________________________
 AG5379* NAD 83(1986)-  27 59 48.     (N)    082 33 45.     (W)     SCALED    
 AG5379* NAVD 88     -         2.579  (meters)       8.46   (feet)  ADJUSTED  
 AG5379  ___________________________________________________________________
 AG5379  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AG5379  DYNAMIC HT  -           2.576 (meters)       8.45  (feet)  COMP
 AG5379  MODELED GRAV-     979,191.0   (mgal)                       NAVD 88
 AG5379
 AG5379  VERT ORDER  -  SECOND    CLASS 0
 AG5379
 AG5379.The horizontal coordinates were scaled from a topographic map and have
 AG5379.an estimated accuracy of +/- 6 seconds.
 AG5379
 AG5379.The orthometric height was determined by differential leveling
 AG5379.and adjusted by the National Geodetic Survey in June 1991..
 AG5379
 AG5379.The geoid height was determined by GEOID03.
 AG5379
 AG5379.The dynamic height is computed by dividing the NAVD 88
 AG5379.geopotential number by the normal gravity value computed on the
 AG5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5379.degrees latitude (g = 980.6199 gals.).
 AG5379
 AG5379.The modeled gravity was interpolated from observed gravity values.
 AG5379
 AG5379;                    North         East    Units  Estimated Accuracy
 AG5379;SPC FL W     -   405,970.      144,670.      MT  (+/- 180 meters Scaled)
 AG5379
 AG5379                          SUPERSEDED SURVEY CONTROL
 AG5379
 AG5379  NGVD 29 (??/??/92)    2.839  (m)            9.31   (f) ADJ UNCH    2 0
 AG5379
 AG5379.Superseded values are not recommended for survey control.
 AG5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5379.See file dsdata.txt to determine how the superseded data were derived.
 AG5379
 AG5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL463978(NAD 83)
 AG5379_MARKER: DB = BENCH MARK DISK
 AG5379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5379_STAMPING: A 102 1942
 AG5379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5379+STABILITY: SURFACE MOTION
 AG5379
 AG5379  HISTORY     - Date     Condition        Report By
 AG5379  HISTORY     - 1942     MONUMENTED       CGS
 AG5379  HISTORY     - 1942     GOOD             USGS
 AG5379  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG5379
 AG5379                          STATION DESCRIPTION
 AG5379
 AG5379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AG5379'6.5 MI W FROM TAMPA.
 AG5379'6.5 MILES WEST ALONG HILLSBOROUGH AVENUE FROM THE JUNCTION OF
 AG5379'FLORIDA AVENUE AT TAMPA, HILLSBOROUGH COUNTY, 111 FEET NORTHWEST
 AG5379'OF A POWER POLE, 62 FEET EAST OF A TELEPHONE POLE, 49 FEET
 AG5379'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A WIRE
 AG5379'FENCE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 AG5379'STANDARD DISK, STAMPED A 102 1942 AND SET IN THE TOP OF A
 AG5379'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 AG5379
 AG5379                          STATION RECOVERY (1942)
 AG5379
 AG5379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 AG5379'RECOVERED IN GOOD CONDITION.
 AG5379
 AG5379                          STATION RECOVERY (2001)
 AG5379
 AG5379'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG5379'STATION NEAR INTERSECTION OF HILLSBOROUGH AVENUE AND HANLEY ROAD. WIRE
 AG5379'FENCE AND WITNESS POST NOT FOUND. NO TELEPHONE POLE FOUND ON NORTH
 AG5379'SIDE OF HILLSBOROUGH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1762 ***********************************************************************
 AR1762  DESIGNATION -  A 103
 AR1762  PID         -  AR1762
 AR1762  STATE/COUNTY-  FL/ALACHUA
 AR1762  USGS QUAD   -  MONTEOCHA (1993)
 AR1762
 AR1762                         *CURRENT SURVEY CONTROL
 AR1762  ___________________________________________________________________
 AR1762* NAD 83(1999)-  29 47 44.44279(N)    082 16 57.95413(W)     ADJUSTED  
 AR1762* NAVD 88     -        46.6    (meters)     153.     (feet)  VERTCON   
 AR1762  ___________________________________________________________________
 AR1762  X           -     743,876.093 (meters)                     COMP
 AR1762  Y           -  -5,489,389.602 (meters)                     COMP
 AR1762  Z           -   3,150,747.987 (meters)                     COMP
 AR1762  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AR1762  ELLIP HEIGHT-          18.45  (meters)          (06/12/02) GPS OBS
 AR1762  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1762
 AR1762  HORZ ORDER  -  SECOND
 AR1762  ELLP ORDER  -  FOURTH    CLASS I
 AR1762
 AR1762.The horizontal coordinates were established by GPS observations
 AR1762.and adjusted by the National Geodetic Survey in June 2002..
 AR1762
 AR1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1762
 AR1762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1762
 AR1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1762
 AR1762.The ellipsoidal height was determined by GPS observations
 AR1762.and is referenced to NAD 83.
 AR1762
 AR1762.The geoid height was determined by GEOID03.
 AR1762
 AR1762;                    North         East     Units Scale Factor Converg.
 AR1762;SPC FL N     -    90,283.207   814,349.553   MT  0.99996933   +1 06 51.2
 AR1762;SPC FL N     -   296,204.15  2,671,745.16   sFT  0.99996933   +1 06 51.2
 AR1762;UTM  17      - 3,296,834.932   376,022.344   MT  0.99978964   -0 38 15.0
 AR1762
 AR1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1762!SPC FL N     -   0.99999710  x   0.99996933  =   0.99996643
 AR1762!UTM  17      -   0.99999710  x   0.99978964  =   0.99978674
 AR1762
 AR1762                          SUPERSEDED SURVEY CONTROL
 AR1762
 AR1762  NAD 83(1990)-  29 47 44.44138(N)    082 16 57.95395(W) AD(       ) 2
 AR1762  ELLIP H (05/01/91)   18.50   (m)                       GP(       ) 4 1
 AR1762  NAD 83(1986)-  29 47 44.45021(N)    082 16 57.95857(W) AD(       ) 2
 AR1762  NGVD 29 (11/17/89)   46.9    (m)          154.     (f) GPS OBS        
 AR1762
 AR1762.Superseded values are not recommended for survey control.
 AR1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1762.See file dsdata.txt to determine how the superseded data were derived.
 AR1762
 AR1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7602296835(NAD 83)
 AR1762_MARKER: DD = SURVEY DISK
 AR1762_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1762_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1762+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1762
 AR1762  HISTORY     - Date     Condition        Report By
 AR1762  HISTORY     - 1988     MONUMENTED       PMC
 AR1762
 AR1762                          STATION DESCRIPTION
 AR1762
 AR1762'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1762'THE STATION IS LOCATED ABOUT 16.7 KM (10.4 MI)
 AR1762'NORTHEAST OF GAINESVILLE.
 AR1762'OWNERSHIP--R/W ACR 225.
 AR1762'
 AR1762'TO REACH THE STATION FROM THE INTERSECTION OF SR 24 AND ACR 225, GO
 AR1762'NORTH FOR 10.3 KM (6.4 MI) ON ACR 225 TO THE INTERSECTION OF ACR
 AR1762'225 AND ACR 340, WHERE THE STATION IS ON THE EAST SIDE OF ACR 225.
 AR1762'
 AR1762'THE STATION IS A STANDARD AC GIS DISK
 AR1762'STAMPED---STATION A103---,
 AR1762'SET INTO GROUND 24 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1762'50.94 METERS (167.13 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1762'SET IN POWER POLE NO.641/21,
 AR1762'54.94 METERS (180.26 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET
 AR1762'IN A POWER POLE, 2.4 METERS (8 FT) WEST OF A CARSONITE POST SET,
 AR1762'16.11 METERS (52.85 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1762'16.11 METERS (52.85 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1762'
 AR1762'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1762'STAMPED---AZIMUTH A104---,
 AR1762'SET INTO GROUND 18 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1762'37.39 METERS (122.67 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET
 AR1762'IN A POWER POLE,
 AR1762'11.58 METERS (37.98 FT) EAST FROM A NAIL AND CAP (NO 3765) SET
 AR1762'IN CENTERLINE OF ACR 225,
 AR1762'45.94 METERS (150.71 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1762'SET IN 18 IN OAK, 3.7 METERS (12 FT) WEST OF A CARSONITE POST SET.
 AR1762'TO REACH THE AZIMUTH FROM THE STATION,
 AR1762'GO SOUTH FOR 0. KM (0.55 MI) ON ACR 225 TO THE AZIMUTH MARK ON THE
 AR1762'EAST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6161 ***********************************************************************
 AL6161  DESIGNATION -  A 103 RESET 1947
 AL6161  PID         -  AL6161
 AL6161  STATE/COUNTY-  FL/PASCO
 AL6161  USGS QUAD   -  PORT RICHEY (1988)
 AL6161
 AL6161                         *CURRENT SURVEY CONTROL
 AL6161  ___________________________________________________________________
 AL6161* NAD 83(1986)-  28 17 00.     (N)    082 42 56.     (W)     SCALED    
 AL6161* NAVD 88     -         3.21   (meters)      10.5    (feet)  RESET     
 AL6161  ___________________________________________________________________
 AL6161  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AL6161
 AL6161  VERT ORDER  -  THIRD
 AL6161
 AL6161.The horizontal coordinates were scaled from a topographic map and have
 AL6161.an estimated accuracy of +/- 6 seconds.
 AL6161
 AL6161.The orthometric height was computed from unverified reset data.
 AL6161
 AL6161.The geoid height was determined by GEOID03.
 AL6161
 AL6161;                    North         East    Units  Estimated Accuracy
 AL6161;SPC FL W     -   437,810.      129,810.      MT  (+/- 180 meters Scaled)
 AL6161
 AL6161                          SUPERSEDED SURVEY CONTROL
 AL6161
 AL6161  NGVD 29 (??/??/??)    3.46   (m)           11.4    (f) RESET       3  
 AL6161
 AL6161.Superseded values are not recommended for survey control.
 AL6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6161.See file dsdata.txt to determine how the superseded data were derived.
 AL6161
 AL6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM317297(NAD 83)
 AL6161_MARKER: DB = BENCH MARK DISK
 AL6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6161_STAMPING: A 103 RESET 11.354 1947
 AL6161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6161+STABILITY: SURFACE MOTION
 AL6161
 AL6161  HISTORY     - Date     Condition        Report By
 AL6161  HISTORY     - 1947     MONUMENTED       CGS
 AL6161  HISTORY     - 1958     MARK NOT FOUND   NGS
 AL6161
 AL6161                          STATION DESCRIPTION
 AL6161
 AL6161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6161'2.7 MI N FROM NEW PORT RICHEY.
 AL6161'2.7 MILES NORTH ALONG STATE HIGHWAY 595 FROM THE CITY HALL AT
 AL6161'NEW PORT RICHEY, PASCO COUNTY, 0.2 MILE NORTH OF BOOKER T.
 AL6161'WASHINGTON SCHOOL, ABOUT 200 FEET INSIDE THE NORTH CITY LIMITS
 AL6161'OF OLD PORT RICHEY, 75 FEET WEST OF THE CENTERLINE OF THE
 AL6161'HIGHWAY AT SURVEY STATION 527 ON THE WEST RIGHT-OF-WAY LINE,
 AL6161'74 FEET NORTH OF POWER POLE 13 B 106, 29 FEET WEST OF A BLAZED
 AL6161'PINE TREE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.
 AL6161'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1531 ***********************************************************************
 AK1531  DESIGNATION -  A 104 RESET 1949
 AK1531  PID         -  AK1531
 AK1531  STATE/COUNTY-  FL/POLK
 AK1531  USGS QUAD   -  PROVIDENCE (1988)
 AK1531
 AK1531                         *CURRENT SURVEY CONTROL
 AK1531  ___________________________________________________________________
 AK1531* NAD 83(1986)-  28 08 07.     (N)    081 58 25.     (W)     SCALED    
 AK1531* NAVD 88     -        47.13   (meters)     154.6    (feet)  RESET     
 AK1531  ___________________________________________________________________
 AK1531  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AK1531
 AK1531  VERT ORDER  -  THIRD
 AK1531
 AK1531.The horizontal coordinates were scaled from a topographic map and have
 AK1531.an estimated accuracy of +/- 6 seconds.
 AK1531
 AK1531.The orthometric height was computed from unverified reset data.
 AK1531
 AK1531.The geoid height was determined by GEOID03.
 AK1531
 AK1531;                    North         East    Units  Estimated Accuracy
 AK1531;SPC FL W     -   421,200.      202,590.      MT  (+/- 180 meters Scaled)
 AK1531
 AK1531                          SUPERSEDED SURVEY CONTROL
 AK1531
 AK1531  NGVD 29 (??/??/??)   47.40   (m)          155.5    (f) RESET       3  
 AK1531
 AK1531.Superseded values are not recommended for survey control.
 AK1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1531.See file dsdata.txt to determine how the superseded data were derived.
 AK1531
 AK1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM043125(NAD 83)
 AK1531_MARKER: DB = BENCH MARK DISK
 AK1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1531_STAMPING: A 104 RESET 1949
 AK1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1531+STABILITY: SURFACE MOTION
 AK1531
 AK1531  HISTORY     - Date     Condition        Report By
 AK1531  HISTORY     - 1949     MONUMENTED       CGS
 AK1531  HISTORY     - 1958     GOOD             NGS
 AK1531  HISTORY     - 1973     MARK NOT FOUND   USGS
 AK1531  HISTORY     - 20030620 MARK NOT FOUND   INDIV
 AK1531
 AK1531                          STATION DESCRIPTION
 AK1531
 AK1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AK1531'5.6 MI N FROM LAKELAND.
 AK1531'5.65 MILES NORTH ALONG U.S. HIGHWAY 98 FROM ITS INTERSECTION WITH
 AK1531'U.S. HIGHWAY 92 BY PASS AT LAKELAND, 54 FT. EAST OF THE CENTER
 AK1531'LINE OF THE HIGHWAY, 5 FT. SOUTH OF THE EXTENDED CENTER LINE OF
 AK1531'AN OILED ROAD LEADING WEST, 17.5 FT. SOUTH OF THE SOUTHWEST
 AK1531'CORNER OF HALLS STORE, 0.8 FT. NORTH OF A FENCE, SET IN THE TOP
 AK1531'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AK1531
 AK1531                          STATION RECOVERY (1973)
 AK1531
 AK1531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AK1531'MARK NOT FOUND.
 AK1531
 AK1531                          STATION RECOVERY (2003)
 AK1531
 AK1531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AK1531'MARK NOT FOUND. NOTED BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1531'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1706 ***********************************************************************
 AK1706  DESIGNATION -  A 105
 AK1706  PID         -  AK1706
 AK1706  STATE/COUNTY-  FL/POLK
 AK1706  USGS QUAD   -  AUBURNDALE (1988)
 AK1706
 AK1706                         *CURRENT SURVEY CONTROL
 AK1706  ___________________________________________________________________
 AK1706* NAD 83(1986)-  28 04 16.     (N)    081 47 18.     (W)     SCALED    
 AK1706* NAVD 88     -        51.736  (meters)     169.74   (feet)  ADJUSTED  
 AK1706  ___________________________________________________________________
 AK1706  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AK1706  DYNAMIC HT  -          51.659 (meters)     169.48  (feet)  COMP
 AK1706  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 AK1706
 AK1706  VERT ORDER  -  FIRST     CLASS II
 AK1706
 AK1706.The horizontal coordinates were scaled from a topographic map and have
 AK1706.an estimated accuracy of +/- 6 seconds.
 AK1706
 AK1706.The orthometric height was determined by differential leveling
 AK1706.and adjusted by the National Geodetic Survey in June 1991..
 AK1706
 AK1706.The geoid height was determined by GEOID03.
 AK1706
 AK1706.The dynamic height is computed by dividing the NAVD 88
 AK1706.geopotential number by the normal gravity value computed on the
 AK1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1706.degrees latitude (g = 980.6199 gals.).
 AK1706
 AK1706.The modeled gravity was interpolated from observed gravity values.
 AK1706
 AK1706;                    North         East    Units  Estimated Accuracy
 AK1706;SPC FL W     -   414,110.      220,810.      MT  (+/- 180 meters Scaled)
 AK1706
 AK1706                          SUPERSEDED SURVEY CONTROL
 AK1706
 AK1706  NGVD 29 (09/01/92)   52.016  (m)          170.66   (f) ADJUSTED    1 2
 AK1706
 AK1706.Superseded values are not recommended for survey control.
 AK1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1706.See file dsdata.txt to determine how the superseded data were derived.
 AK1706
 AK1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM225053(NAD 83)
 AK1706_MARKER: DB = BENCH MARK DISK
 AK1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1706_SP_SET: WALL
 AK1706_STAMPING: A 105 1942
 AK1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1706
 AK1706  HISTORY     - Date     Condition        Report By
 AK1706  HISTORY     - 1942     MONUMENTED       CGS
 AK1706  HISTORY     - 1958     GOOD             NGS
 AK1706  HISTORY     - 1966     GOOD             NGS
 AK1706  HISTORY     - 1978     GOOD             NGS
 AK1706  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 AK1706  HISTORY     - 20030717 MARK NOT FOUND   FL-105
 AK1706
 AK1706                          STATION DESCRIPTION
 AK1706
 AK1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AK1706'0.3 MI N FROM AUBURNDALE.
 AK1706'0.3 MILE NORTH ALONG STATE HIGHWAY 559 FROM THE ATLANTIC COAST
 AK1706'LINE RAILROAD STATION AT AUBURNDALE AT THE AUBURNDALE JUNIOR
 AK1706'HIGH SCHOOL, SET VERTICALLY IN THE WEST BRICK WALL OF THE MIDDLE
 AK1706'AND MAIN BUILDING OF THE SCHOOL, 101 FT. EAST OF THE CENTER LINE
 AK1706'OF THE HIGHWAY, 45.3 FT. NORTH OF THE CENTER OF THE MAIN ENTRANCE
 AK1706'OF THE BUILDING, 3.5 FT. SOUTH OF THE NORTHWEST CORNER OF THE
 AK1706'BUILDING, 3.9 FT. ABOVE THE GROUND.
 AK1706
 AK1706                          STATION RECOVERY (1966)
 AK1706
 AK1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AK1706'RECOVERED IN GOOD CONDITION.
 AK1706
 AK1706                          STATION RECOVERY (1978)
 AK1706
 AK1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK1706'RECOVERED IN GOOD CONDITION.
 AK1706
 AK1706                          STATION RECOVERY (1994)
 AK1706
 AK1706'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK1706'MARK NOT FOUND.
 AK1706
 AK1706                          STATION RECOVERY (2003)
 AK1706
 AK1706'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AK1706'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1706'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1763 ***********************************************************************
 AR1763  DESIGNATION -  A 105
 AR1763  PID         -  AR1763
 AR1763  STATE/COUNTY-  FL/ALACHUA
 AR1763  USGS QUAD   -  FLEMINGTON (1993)
 AR1763
 AR1763                         *CURRENT SURVEY CONTROL
 AR1763  ___________________________________________________________________
 AR1763* NAD 83(1999)-  29 29 00.37808(N)    082 21 12.34625(W)     ADJUSTED  
 AR1763* NAVD 88     -        20.7    (meters)      68.     (feet)  GPS OBS   
 AR1763  ___________________________________________________________________
 AR1763  X           -     739,379.880 (meters)                     COMP
 AR1763  Y           -  -5,507,244.908 (meters)                     COMP
 AR1763  Z           -   3,120,653.237 (meters)                     COMP
 AR1763  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AR1763  ELLIP HEIGHT-          -7.32  (meters)          (06/12/02) GPS OBS
 AR1763  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AR1763
 AR1763  HORZ ORDER  -  SECOND
 AR1763  ELLP ORDER  -  FOURTH    CLASS I
 AR1763
 AR1763.The horizontal coordinates were established by GPS observations
 AR1763.and adjusted by the National Geodetic Survey in June 2002..
 AR1763
 AR1763.The orthometric height was determined by GPS observations and a
 AR1763.high-resolution geoid model.
 AR1763
 AR1763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1763
 AR1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1763
 AR1763.The ellipsoidal height was determined by GPS observations
 AR1763.and is referenced to NAD 83.
 AR1763
 AR1763.The geoid height was determined by GEOID03.
 AR1763
 AR1763;                    North         East     Units Scale Factor Converg.
 AR1763;SPC FL N     -    55,548.193   808,170.509   MT  1.00001913   +1 04 43.3
 AR1763;SPC FL N     -   182,244.36  2,651,472.74   sFT  1.00001913   +1 04 43.3
 AR1763;SPC FL W     -   570,663.114   165,725.581   MT  0.99995567   -0 10 26.2
 AR1763;SPC FL W     - 1,872,250.57    543,718.01   sFT  0.99995567   -0 10 26.2
 AR1763;UTM  17      - 3,262,311.203   368,787.785   MT  0.99981244   -0 39 58.4
 AR1763
 AR1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1763!SPC FL N     -   1.00000115  x   1.00001913  =   1.00002028
 AR1763!SPC FL W     -   1.00000115  x   0.99995567  =   0.99995682
 AR1763!UTM  17      -   1.00000115  x   0.99981244  =   0.99981359
 AR1763
 AR1763                          SUPERSEDED SURVEY CONTROL
 AR1763
 AR1763  NAD 83(1990)-  29 29 00.37672(N)    082 21 12.34597(W) AD(       ) 2
 AR1763  ELLIP H (05/01/91)   -7.25   (m)                       GP(       ) 4 1
 AR1763  NAD 83(1986)-  29 29 00.38281(N)    082 21 12.35366(W) AD(       ) 2
 AR1763  NGVD 29 (11/17/89)   21.6    (m)           71.     (f) GPS OBS        
 AR1763
 AR1763.Superseded values are not recommended for survey control.
 AR1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1763.See file dsdata.txt to determine how the superseded data were derived.
 AR1763
 AR1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6878862311(NAD 83)
 AR1763_MARKER: A = ALUMINUM MARKER
 AR1763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AR1763+WITH SETTING: INFORMATION.
 AR1763_SP_SET: METAL ROD DRIVEN INTO GROUND
 AR1763_STAMPING: A105
 AR1763_MARK LOGO: FL-001
 AR1763_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AR1763+STABILITY: POSITION/ELEVATION WELL
 AR1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1763+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1990
 AR1763
 AR1763  HISTORY     - Date     Condition        Report By
 AR1763  HISTORY     - 1988     MONUMENTED       PMC
 AR1763  HISTORY     - 1988     GOOD             PMC
 AR1763  HISTORY     - 19900314 GOOD             MCGRIF
 AR1763  HISTORY     - 1992     GOOD             LOCSUR
 AR1763
 AR1763                          STATION DESCRIPTION
 AR1763
 AR1763'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (RMJ)
 AR1763'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 AR1763'SOUTHWEST OF GAINESVILLE.
 AR1763'OWNERSHIP--PRIVATE.
 AR1763'
 AR1763'TO REACH THE STATION FROM THE INTERSECTION OF MARION COUNTY ROAD
 AR1763'320 AND MARION COUNTY 329 GO WEST 4.9 KM (3.05 MILES) ON MARION
 AR1763'COUNTY ROAD 320 TO THE INTERSECTION WITH N.W. 221 ST (A GRADED
 AR1763'ROAD), GO NORTHEAST 0.6 KM (0.4 MILES) ON N.W. 221 ST TO A BUILT-
 AR1763'UP IMPROVED ROAD BEARING TO THE NORTHWEST, THIS ROAD BEING DIRECTLY
 AR1763'OPPOSITE THE T-INTERSECTION OF N.W. 221 STREET AND N.W. 136 ST.
 AR1763'THEN, PROCEEED NORTHWEST ALONG THE BUILT-UP ROAD 1.3 KM
 AR1763'(0.85 MILES) TO A CREEK CROSSING WITH FOUR CULVERTS UNDER THE ROAD
 AR1763'PASS OVER THE CROSSING AND BEAR RIGHT ONTO A TRAIL ROAD RUNNING TO
 AR1763'NORTHEAST, GO ALONG TRAIL ROAD 0.6 KM (0.35 MILES) TO A CLEARING
 AR1763'ALONG THE SHORE LEDWITH LAKE AND STATION LOCATION.
 AR1763'
 AR1763'THE STATION IS A STANDARD AC GIS DISK
 AR1763'STAMPED---STATION A105---,
 AR1763'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1763'60.41 METERS (198.18 FEET) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1763'SET IN 20 IN  SWEET GUM,
 AR1763'5.41 METERS (17.74 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1763'9 METERS (29.5 FT) SOUTHWEST OF A CARSONITE WITNESS POST SET,
 AR1763'11.34 METERS (37.23 FEET) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1763'SET IN GROUND,
 AR1763'16.60 METERS (54.46 FEET) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1763'SET IN GROUND.
 AR1763'
 AR1763'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1763'STAMPED---AZIMUTH A106---,
 AR1763'SET INTO GROUND 21 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1763'11.09 METERS (36.39 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1763'SET IN A 5 IN SWEET GUM,
 AR1763'3.63 METERS (11.91 FT) WEST FROM A NAIL AND CAP (NO 3765)  SET IN
 AR1763'A 36 IN LIVE OAK,
 AR1763'32.03 METERS (105.09 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1763'SET IN A 36 IN LIVE OAK, 1.1 METERS (3.5 FT) SOUTH OF A CARSONITE
 AR1763'SET.  TO REACH THE AZIMUTH FROM THE STATION,
 AR1763'RETURN TO THE CREEK CROSSING OF BUILT-UP ROAD AND GO NORTHWEST
 AR1763'ALONG BUILT-UP ROAD 0.6 KM (0.35 MILES) TO A TRAIL ROAD BEARING TO
 AR1763'THE NORTHEAST, GO ALONG TRAIL ROAD FOR 0.3 KM (0.2 MILES) TO A
 AR1763'CLEARING FORMED BY TRAIL ROAD CIRCLING AROUND THE EDGE OF LEDWITH
 AR1763'LAKE. THE AZIMUTH MARK LIES IN THE GRASS ISLAND FORMED BY THE
 AR1763'CIRCULAR ROAD.
 AR1763
 AR1763                          STATION RECOVERY (1988)
 AR1763
 AR1763'RECOVERY NOTE BY PERRY C MCGRIFF COMPANY 1988
 AR1763'RECOVERED IN GOOD CONDITION.
 AR1763
 AR1763                          STATION RECOVERY (1990)
 AR1763
 AR1763'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990
 AR1763'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 AR1763'SOUTHWEST OF GAINESVILLE.
 AR1763'OWNERSHIP--PRIVATE.
 AR1763'TO REACH THE STATION FROM THE INTERSECTION OF MARION COUNTY ROAD
 AR1763'320 AND MARION COUNTY 329 GO WEST 4.9 KM (3.05 MILES) ON MARION
 AR1763'COUNTY ROAD 320 TO THE INTERSECTION WITH N.W. 221 ST (A GRADED
 AR1763'ROAD), GO NORTHEAST 0.6 KM (0.4 MILES) ON N.W. 221 ST TO A BUILT-
 AR1763'UP IMPROVED ROAD BEARING TO THE NORTHWEST, THIS ROAD BEING DIRECTLY
 AR1763'OPPOSITE THE T-INTERSECTION OF N.W. 221 STREET AND N.W. 136 ST.
 AR1763'THEN, PROCEEED NORTHWEST ALONG THE BUILT-UP ROAD 1.3 KM
 AR1763'(0.85 MILES) TO A CREEK CROSSING WITH FOUR CULVERTS UNDER THE ROAD
 AR1763'PASS OVER THE CROSSING AND BEAR RIGHT ONTO A TRAIL ROAD RUNNING TO
 AR1763'NORTHEAST, GO ALONG TRAIL ROAD 0.6 KM (0.35 MILES) TO A CLEARING
 AR1763'ALONG THE SHORE LEDWITH LAKE AND STATION LOCATION.
 AR1763'THE STATION IS A STANDARD AC GIS DISK
 AR1763'STAMPED---STATION A105---,
 AR1763'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1763'60.41 METERS (198.18 FEET) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1763'SET IN 20 IN  SWEET GUM,
 AR1763'5.41 METERS (17.74 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1763'9 METERS (29.5 FT) SOUTHWEST OF A CARSONITE WITNESS POST SET,
 AR1763'11.34 METERS (37.23 FEET) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1763'SET IN GROUND,
 AR1763'16.60 METERS (54.46 FEET) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1763'SET IN GROUND.
 AR1763'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1763'STAMPED---AZIMUTH A106---,
 AR1763'SET INTO GROUND 21 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1763'11.09 METERS (36.39 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1763'SET IN A 5 IN SWEET GUM,
 AR1763'3.63 METERS (11.91 FT) WEST FROM A NAIL AND CAP (NO 3765)  SET IN
 AR1763'A 36 IN LIVE OAK,
 AR1763'32.03 METERS (105.09 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1763'SET IN A 36 IN LIVE OAK, 1.1 METERS (3.5 FT) SOUTH OF A CARSONITE
 AR1763'SET.  TO REACH THE AZIMUTH FROM THE STATION,
 AR1763'RETURN TO THE CREEK CROSSING OF BUILT-UP ROAD AND GO NORTHWEST
 AR1763'ALONG BUILT-UP ROAD 0.6 KM (0.35 MILES) TO A TRAIL ROAD BEARING TO
 AR1763'THE NORTHEAST, GO ALONG TRAIL ROAD FOR 0.3 KM (0.2 MILES) TO A
 AR1763'CLEARING FORMED BY TRAIL ROAD CIRCLING AROUND THE EDGE OF LEDWITH
 AR1763'LAKE. THE AZIMUTH MARK LIES IN THE GRASS ISLAND FORMED BY THE
 AR1763'CIRCULAR ROAD.
 AR1763
 AR1763                          STATION RECOVERY (1992)
 AR1763
 AR1763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (WT)
 AR1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6528 ***********************************************************************
 AL6528  DESIGNATION -  A 106
 AL6528  PID         -  AL6528
 AL6528  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6528  USGS QUAD   -  PLANT CITY WEST (1993)
 AL6528
 AL6528                         *CURRENT SURVEY CONTROL
 AL6528  ___________________________________________________________________
 AL6528* NAD 83(1986)-  28 00 24.     (N)    082 14 40.     (W)     SCALED    
 AL6528* NAVD 88     -        17.573  (meters)      57.65   (feet)  POSTED    
 AL6528  ___________________________________________________________________
 AL6528  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AL6528  DYNAMIC HT  -          17.550 (meters)      57.58  (feet)  COMP
 AL6528  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AL6528
 AL6528  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AL6528
 AL6528.The horizontal coordinates were scaled from a topographic map and have
 AL6528.an estimated accuracy of +/- 6 seconds.
 AL6528
 AL6528.The orthometric height was determined by differential leveling
 AL6528.and adjusted by the National Geodetic Survey in 1992..
 AL6528.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AL6528.rate of 4.1 thru 8.0 mm/km.
 AL6528
 AL6528.The geoid height was determined by GEOID03.
 AL6528
 AL6528.The dynamic height is computed by dividing the NAVD 88
 AL6528.geopotential number by the normal gravity value computed on the
 AL6528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6528.degrees latitude (g = 980.6199 gals.).
 AL6528
 AL6528.The modeled gravity was interpolated from observed gravity values.
 AL6528
 AL6528;                    North         East    Units  Estimated Accuracy
 AL6528;SPC FL W     -   406,970.      175,960.      MT  (+/- 180 meters Scaled)
 AL6528
 AL6528                          SUPERSEDED SURVEY CONTROL
 AL6528
 AL6528  NGVD 29 (??/??/92)   17.892  (m)           58.70   (f) ADJ UNCH    2 0
 AL6528
 AL6528.Superseded values are not recommended for survey control.
 AL6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6528.See file dsdata.txt to determine how the superseded data were derived.
 AL6528
 AL6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL776985(NAD 83)
 AL6528_MARKER: DB = BENCH MARK DISK
 AL6528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6528_STAMPING: A 106 1942
 AL6528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6528+STABILITY: SURFACE MOTION
 AL6528
 AL6528  HISTORY     - Date     Condition        Report By
 AL6528  HISTORY     - 1942     MONUMENTED       CGS
 AL6528  HISTORY     - 1958     GOOD             NGS
 AL6528  HISTORY     - 1960     GOOD             NGS
 AL6528  HISTORY     - 19870828 MARK NOT FOUND   USPSQD
 AL6528  HISTORY     - 19910203 MARK NOT FOUND   USPSQD
 AL6528
 AL6528                          STATION DESCRIPTION
 AL6528
 AL6528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6528'2.7 MI NW FROM DOVER.
 AL6528'1.5 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AL6528'STATION AT DOVER, THENCE 1.2 MILES NORTH ALONG MC INTOSH ROAD,
 AL6528'AT THE JUNCTION OF MC INTOSH ROAD AND GALLAGHER ROAD, 28 FT.
 AL6528'NORTHWEST OF THE CENTER OF THE ROAD JUNCTION, 26.5 FT. WEST OF
 AL6528'THE CENTER LINE OF MC INTOSH ROAD, 8 FT. NORTH OF THE EXTENDED
 AL6528'CENTER LINE OF GALLAGHER ROAD, 31.5 FT. NORTHWEST OF THE NORTH
 AL6528'END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 2 FT. WEST OF A
 AL6528'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AL6528'0.4 FT. ABOVE THE GROUND.
 AL6528
 AL6528                          STATION RECOVERY (1960)
 AL6528
 AL6528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AL6528'RECOVERED IN GOOD CONDITION.
 AL6528
 AL6528                          STATION RECOVERY (1987)
 AL6528
 AL6528'RECOVERY NOTE BY US POWER SQUADRON 1987 (JR)
 AL6528'MARK NOT FOUND.
 AL6528
 AL6528                          STATION RECOVERY (1991)
 AL6528
 AL6528'RECOVERY NOTE BY US POWER SQUADRON 1991 (RD)
 AL6528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1764 ***********************************************************************
 AR1764  DESIGNATION -  A 107
 AR1764  PID         -  AR1764
 AR1764  STATE/COUNTY-  FL/ALACHUA
 AR1764  USGS QUAD   -  MICANOPY (1988)
 AR1764
 AR1764                         *CURRENT SURVEY CONTROL
 AR1764  ___________________________________________________________________
 AR1764* NAD 83(1999)-  29 32 31.00761(N)    082 21 04.77971(W)     ADJUSTED  
 AR1764* NAVD 88     -        29.117  (meters)      95.53   (feet)  ADJUSTED  
 AR1764  ___________________________________________________________________
 AR1764  X           -     739,157.678 (meters)                     COMP
 AR1764  Y           -  -5,504,058.817 (meters)                     COMP
 AR1764  Z           -   3,126,301.256 (meters)                     COMP
 AR1764  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AR1764  ELLIP HEIGHT-           1.23  (meters)          (06/12/02) GPS OBS
 AR1764  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AR1764  DYNAMIC HT  -          29.077 (meters)      95.40  (feet)  COMP
 AR1764  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 AR1764
 AR1764  HORZ ORDER  -  SECOND
 AR1764  VERT ORDER  -  SECOND    CLASS I
 AR1764  ELLP ORDER  -  FOURTH    CLASS I
 AR1764
 AR1764.The horizontal coordinates were established by GPS observations
 AR1764.and adjusted by the National Geodetic Survey in June 2002..
 AR1764
 AR1764.The orthometric height was determined by differential leveling
 AR1764.and adjusted by the National Geodetic Survey in May 2004..
 AR1764.No vertical observational check was made to the station.
 AR1764
 AR1764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1764
 AR1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1764
 AR1764.The ellipsoidal height was determined by GPS observations
 AR1764.and is referenced to NAD 83.
 AR1764
 AR1764.The geoid height was determined by GEOID03.
 AR1764
 AR1764.The dynamic height is computed by dividing the NAVD 88
 AR1764.geopotential number by the normal gravity value computed on the
 AR1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1764.degrees latitude (g = 980.6199 gals.).
 AR1764
 AR1764.The modeled gravity was interpolated from observed gravity values.
 AR1764
 AR1764;                    North         East     Units Scale Factor Converg.
 AR1764;SPC FL N     -    62,036.266   808,252.103   MT  1.00000756   +1 04 47.1
 AR1764;SPC FL N     -   203,530.65  2,651,740.44   sFT  1.00000756   +1 04 47.1
 AR1764;UTM  17      - 3,268,792.475   369,066.915   MT  0.99981153   -0 39 59.0
 AR1764
 AR1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1764!SPC FL N     -   0.99999981  x   1.00000756  =   1.00000737
 AR1764!UTM  17      -   0.99999981  x   0.99981153  =   0.99981134
 AR1764
 AR1764                          SUPERSEDED SURVEY CONTROL
 AR1764
 AR1764  NAD 83(1990)-  29 32 31.00634(N)    082 21 04.77939(W) AD(       ) 2
 AR1764  ELLIP H (05/01/91)    1.27   (m)                       GP(       ) 4 1
 AR1764  NAD 83(1986)-  29 32 31.01433(N)    082 21 04.78738(W) AD(       ) 2
 AR1764  NGVD 29 (11/17/89)   29.7    (m)           97.     (f) GPS OBS        
 AR1764
 AR1764.Superseded values are not recommended for survey control.
 AR1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1764.See file dsdata.txt to determine how the superseded data were derived.
 AR1764
 AR1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6906768792(NAD 83)
 AR1764_MARKER: DD = SURVEY DISK
 AR1764_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1764_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1764_STAMPING: A107
 AR1764_MARK LOGO: FL-001
 AR1764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AR1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1764+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 AR1764
 AR1764  HISTORY     - Date     Condition        Report By
 AR1764  HISTORY     - 1988     MONUMENTED       PMC
 AR1764  HISTORY     - 20021031 GOOD             FLDEP
 AR1764
 AR1764                          STATION DESCRIPTION
 AR1764
 AR1764'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1764'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI)
 AR1764'SOUTH-SOUTHWEST OF GAINESVILLE.
 AR1764'OWNERSHIP--ACR 18 R/W.
 AR1764'
 AR1764'TO REACH THE STATION FROM THE JUNCTION OF U.S. 441 AND ACR 234 IN
 AR1764'MICANOPY, GO NORTHEAST FOR 2.7 KM (1.7 MI) ON U.S. 441 TO THE
 AR1764'JUNCTION OF ACR 18,
 AR1764'GO WEST-NORTHWEST FOR 5.4 KM (3.4 MI) ON ACR 18 TO THE STATION ON
 AR1764'THE LEFT.
 AR1764'
 AR1764'THE STATION IS A STANDARD AC GIS DISK
 AR1764'STAMPED---STATION A107---,
 AR1764'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1764'9.83 METERS (32.24 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1764'IN CENTERLINE OF ACR 18,
 AR1764'51.17 METERS (167.87 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1764'SET IN POWER POLE, 2.3 METERS (7.5 FT) SOUTH OF CARSONITE POST SET,
 AR1764'31.82 METERS (104.40 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1764'SET IN A POWER POLE,
 AR1764'7.96 METERS (26.13 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET.
 AR1764'
 AR1764'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1764'STAMPED---AZIMUTH A108---,
 AR1764'SET INTO THE GROUND 10.5 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1764'5.95 METERS (19.52 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1764'IN POWER POLE,
 AR1764'12.04 METERS (39.51 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1764'IN 16 IN SWEET GUM,
 AR1764'15.46 METERS (50.71 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1764'IN 26 IN LIVE OAK,
 AR1764'9.58 METERS (31.43 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1764'CENTERLINE OF ACR 18.
 AR1764'TO REACH THE AZIMUTH FROM THE STATION,
 AR1764'GO NORTHWEST FOR 0.5 KM (0.3 MI) ON ACR 18 TO AZIMUTH MARK
 AR1764'ON THE SOUTH SIDE OF ROAD.
 AR1764
 AR1764                          STATION RECOVERY (2002)
 AR1764
 AR1764'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AR1764'THE MARK IS ABOUT 4.6 MI NORTHWEST OF MICANOPY, IN SECTION 18,
 AR1764'TOWNSHIP 11 SOUTH, RANGE
 AR1764'20 EAST.
 AR1764' 
 AR1764'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND COUNTY
 AR1764'ROAD 234 NORTH
 AR1764'ON THE NORTH SIDE OF MICANOPY, GO NORTHWEST ON U.S. HIGHWAY 441 FOR
 AR1764'1.6 MI TO THE
 AR1764'JUNCTION OF WHITEHURST ROAD ON THE RIGHT AND SOUTHEAST WACAHOOTA ROAD
 AR1764'ON THE LEFT,
 AR1764'TURN LEFT ON SOUTHEAST WACAHOOTA ROAD AND GO WEST FOR 3.35 MI TO THE
 AR1764'MARK ON THE
 AR1764'LEFT, A DISC AND METAL ROD COMBINATION RECESSED 0.3 FT BELOW THE LEVEL
 AR1764'OF THE GROUND
 AR1764'AND LEVEL WITH SOUTHEAST WACAHOOTA ROAD.
 AR1764' 
 AR1764'LOCATED 122.0 FT EAST-SOUTHEAST OF THE EXTENDED APPROXIMATE CENTERLINE
 AR1764'OF A DIRT
 AR1764'DRIVEWAY AT 2010 SOUTHEAST WACAHOOTA ROAD, 108.0 FT WEST-NORTHWEST OF
 AR1764'THE EXTENDED
 AR1764'APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY AT 1926 SOUTHEAST WACAHOOTA
 AR1764'ROAD, 32.3 FT
 AR1764'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF SOUTHEAST WACAHOOTA
 AR1764'ROAD, 7.8 FT
 AR1764'SOUTH-SOUTHWEST OF A BARB WIRE FENCE AND 7.7 FT SOUTH-SOUTHWEST OF A
 AR1764'CARSONITE
 AR1764'WITNESS POST.
 AR1764' 
 AR1764'NOTE A BAR MAGNET WAS EMBEDDED IN THE MONUMENT.
 AR1764' 
 AR1764'NOTE 6-INCH PVC SLEEVE AROUND THE DISC IS DAMAGED BUT DISC IS IN GOOD
 AR1764'CONDITION.
 AR1764'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6273 ***********************************************************************
 AG6273  DESIGNATION -  A 108
 AG6273  PID         -  AG6273
 AG6273  STATE/COUNTY-  FL/POLK
 AG6273  USGS QUAD   -  DUETTE NE (1987)
 AG6273
 AG6273                         *CURRENT SURVEY CONTROL
 AG6273  ___________________________________________________________________
 AG6273* NAD 83(1986)-  27 44 39.     (N)    082 00 09.     (W)     SCALED    
 AG6273* NAVD 88     -        40.805  (meters)     133.87   (feet)  ADJUSTED  
 AG6273  ___________________________________________________________________
 AG6273  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AG6273  DYNAMIC HT  -          40.744 (meters)     133.67  (feet)  COMP
 AG6273  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 AG6273
 AG6273  VERT ORDER  -  SECOND    CLASS 0
 AG6273
 AG6273.The horizontal coordinates were scaled from a topographic map and have
 AG6273.an estimated accuracy of +/- 6 seconds.
 AG6273
 AG6273.The orthometric height was determined by differential leveling
 AG6273.and adjusted by the National Geodetic Survey in June 1991..
 AG6273
 AG6273.The geoid height was determined by GEOID03.
 AG6273
 AG6273.The dynamic height is computed by dividing the NAVD 88
 AG6273.geopotential number by the normal gravity value computed on the
 AG6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6273.degrees latitude (g = 980.6199 gals.).
 AG6273
 AG6273.The modeled gravity was interpolated from observed gravity values.
 AG6273
 AG6273;                    North         East    Units  Estimated Accuracy
 AG6273;SPC FL W     -   377,860.      199,750.      MT  (+/- 180 meters Scaled)
 AG6273
 AG6273                          SUPERSEDED SURVEY CONTROL
 AG6273
 AG6273  NGVD 29 (??/??/92)   41.087  (m)          134.80   (f) ADJ UNCH    2 0
 AG6273
 AG6273.Superseded values are not recommended for survey control.
 AG6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6273.See file dsdata.txt to determine how the superseded data were derived.
 AG6273
 AG6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML011692(NAD 83)
 AG6273_MARKER: DB = BENCH MARK DISK
 AG6273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6273_STAMPING: A 108 1942
 AG6273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6273+STABILITY: SURFACE MOTION
 AG6273
 AG6273  HISTORY     - Date     Condition        Report By
 AG6273  HISTORY     - 1942     MONUMENTED       CGS
 AG6273  HISTORY     - 1959     MARK NOT FOUND   NGS
 AG6273  HISTORY     - 1962     MARK NOT FOUND   NGS
 AG6273  HISTORY     - 20030602 MARK NOT FOUND   INDIV
 AG6273
 AG6273                          STATION DESCRIPTION
 AG6273
 AG6273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AG6273'2.4 MI SW FROM BREWSTER.
 AG6273'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE SEABOARD AIR
 AG6273'LINE RAILROAD STATION AT BREWSTER, POLK COUNTY, 31 FEET SOUTH
 AG6273'OF THE CENTERLINE OF THE HIGHWAY, AT A GATE ON THE NORTH SIDE OF
 AG6273'A LARGE LAKE, 5.5 FEET NORTHWEST OF THE NORTHWEST GATEPOST, 2.3
 AG6273'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A
 AG6273'WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 AG6273'PROJECTING 0.2 FOOT ABOVE GROUND.
 AG6273
 AG6273                          STATION RECOVERY (1962)
 AG6273
 AG6273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AG6273'MARK NOT FOUND.
 AG6273
 AG6273                          STATION RECOVERY (2003)
 AG6273
 AG6273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AG6273'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AG6273'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4621 ***********************************************************************
 DG4621  DESIGNATION -  A 108 AZ MK
 DG4621  PID         -  DG4621
 DG4621  STATE/COUNTY-  FL/ALACHUA
 DG4621  USGS QUAD   -  MICANOPY (1988)
 DG4621
 DG4621                         *CURRENT SURVEY CONTROL
 DG4621  ___________________________________________________________________
 DG4621* NAD 83(1986)-  29 32 34.     (N)    082 21 18.     (W)     SCALED    
 DG4621* NAVD 88     -        22.766  (meters)      74.69   (feet)  ADJUSTED  
 DG4621  ___________________________________________________________________
 DG4621  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DG4621  DYNAMIC HT  -          22.734 (meters)      74.59  (feet)  COMP
 DG4621  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 DG4621
 DG4621  VERT ORDER  -  SECOND    CLASS I
 DG4621
 DG4621.The horizontal coordinates were scaled from a topographic map and have
 DG4621.an estimated accuracy of +/- 6 seconds.
 DG4621
 DG4621.The orthometric height was determined by differential leveling
 DG4621.and adjusted by the National Geodetic Survey in May 2004..
 DG4621.No vertical observational check was made to the station.
 DG4621
 DG4621.The geoid height was determined by GEOID03.
 DG4621
 DG4621.The dynamic height is computed by dividing the NAVD 88
 DG4621.geopotential number by the normal gravity value computed on the
 DG4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4621.degrees latitude (g = 980.6199 gals.).
 DG4621
 DG4621.The modeled gravity was interpolated from observed gravity values.
 DG4621
 DG4621;                    North         East    Units  Estimated Accuracy
 DG4621;SPC FL N     -    62,120.      807,890.      MT  (+/- 180 meters Scaled)
 DG4621
 DG4621                          SUPERSEDED SURVEY CONTROL
 DG4621
 DG4621.No superseded survey control is available for this station.
 DG4621
 DG4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN687688(NAD 83)
 DG4621_MARKER: DZ = AZIMUTH MARK DISK
 DG4621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4621_STAMPING: A108
 DG4621_MARK LOGO: FL-001
 DG4621_PROJECTION: RECESSED 10 CENTIMETERS
 DG4621_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4621+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 DG4621_ROD/PIPE-DEPTH:  3.2 meters
 DG4621
 DG4621  HISTORY     - Date     Condition        Report By
 DG4621  HISTORY     - 1988     MONUMENTED       PMC
 DG4621  HISTORY     - 20021031 GOOD             FLDEP
 DG4621
 DG4621                          STATION DESCRIPTION
 DG4621
 DG4621'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4621'THE MARK IS ABOUT 4.9 MI NORTHWEST OF MICANOPY, IN SECTION 7, TOWNSHIP
 DG4621'11 SOUTH, RANGE
 DG4621'20 EAST.
 DG4621' 
 DG4621'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND COUNTY
 DG4621'ROAD 234 NORTH
 DG4621'ON THE NORTH SIDE OF MICANOPY, GO NORTHWEST ON U.S. HIGHWAY 441 FOR
 DG4621'1.6 MI TO THE
 DG4621'JUNCTION OF WHITEHURST ROAD ON THE RIGHT AND SOUTHEAST WACAHOOTA ROAD
 DG4621'ON THE LEFT,
 DG4621'TURN LEFT ON SOUTHEAST WACAHOOTA ROAD AND GO WEST FOR 3.6 MI TO THE
 DG4621'MARK ON THE LEFT,
 DG4621'A DISC AND METAL ROD COMBINATION DRIVEN TO THE DEPTH OF 10.5 FT
 DG4621'RECESSED 0.4 FT BELOW
 DG4621'THE LEVEL OF THE GROUND AND ABOUT 0.5 FT BELOW THE LEVEL OF SOUTHEAST
 DG4621'WACAHOOTA
 DG4621'ROAD.
 DG4621' 
 DG4621'LOCATED 30.6 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF SOUTHEAST
 DG4621'WACAHOOTA
 DG4621'ROAD, 24.4 FT EAST-SOUTHEAST OF A T-JUNCTION OF 2 BARB WIRE FENCE
 DG4621'LINES, 6.4 FT SOUTHWEST
 DG4621'OF A CARSONITE WITNESS POST AND 5.7 FT SOUTHWEST OF A BARB WIRE FENCE.
 DG4621'NOTE A BAR MAGNET WAS EMBEDDED IN THE MONUMENT.
 DG4621'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1765 ***********************************************************************
 AR1765  DESIGNATION -  A 109
 AR1765  PID         -  AR1765
 AR1765  STATE/COUNTY-  FL/ALACHUA
 AR1765  USGS QUAD   -  MICANOPY (1988)
 AR1765
 AR1765                         *CURRENT SURVEY CONTROL
 AR1765  ___________________________________________________________________
 AR1765* NAD 83(1999)-  29 36 50.57141(N)    082 21 12.66108(W)     ADJUSTED  
 AR1765* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 AR1765  ___________________________________________________________________
 AR1765  X           -     738,422.369 (meters)                     COMP
 AR1765  Y           -  -5,500,176.575 (meters)                     COMP
 AR1765  Z           -   3,133,251.483 (meters)                     COMP
 AR1765  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AR1765  ELLIP HEIGHT-           0.52  (meters)          (06/12/02) GPS OBS
 AR1765  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AR1765
 AR1765  HORZ ORDER  -  SECOND
 AR1765  ELLP ORDER  -  FOURTH    CLASS I
 AR1765
 AR1765.The horizontal coordinates were established by GPS observations
 AR1765.and adjusted by the National Geodetic Survey in June 2002..
 AR1765
 AR1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1765
 AR1765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1765
 AR1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1765
 AR1765.The ellipsoidal height was determined by GPS observations
 AR1765.and is referenced to NAD 83.
 AR1765
 AR1765.The geoid height was determined by GEOID03.
 AR1765
 AR1765;                    North         East     Units Scale Factor Converg.
 AR1765;SPC FL N     -    70,022.928   807,889.489   MT  0.99999472   +1 04 43.2
 AR1765;SPC FL N     -   229,733.56  2,650,550.77   sFT  0.99999472   +1 04 43.2
 AR1765;UTM  17      - 3,276,784.967   368,947.958   MT  0.99981191   -0 40 08.2
 AR1765
 AR1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1765!SPC FL N     -   0.99999992  x   0.99999472  =   0.99999464
 AR1765!UTM  17      -   0.99999992  x   0.99981191  =   0.99981183
 AR1765
 AR1765                          SUPERSEDED SURVEY CONTROL
 AR1765
 AR1765  NAD 83(1990)-  29 36 50.57010(N)    082 21 12.66080(W) AD(       ) 2
 AR1765  ELLIP H (05/01/91)    0.56   (m)                       GP(       ) 4 1
 AR1765  NAD 83(1986)-  29 36 50.58008(N)    082 21 12.66736(W) AD(       ) 2
 AR1765  NGVD 29 (11/17/89)   28.7    (m)           94.     (f) GPS OBS        
 AR1765
 AR1765.Superseded values are not recommended for survey control.
 AR1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1765.See file dsdata.txt to determine how the superseded data were derived.
 AR1765
 AR1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6894876785(NAD 83)
 AR1765_MARKER: DD = SURVEY DISK
 AR1765_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1765_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1765_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1765+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1765
 AR1765  HISTORY     - Date     Condition        Report By
 AR1765  HISTORY     - 1988     MONUMENTED       PMC
 AR1765
 AR1765                          STATION DESCRIPTION
 AR1765
 AR1765'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1765'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 AR1765'SOUTHWEST OF GAINESVILLE.
 AR1765'OWNERSHIP--SR 331 R/W.
 AR1765'
 AR1765'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND SR 331, GO
 AR1765'WEST FOR 1.2 KM (0.8 MI) ON SR 331 TO THE STATION ON THE NORTH SIDE
 AR1765'OF THE ROAD.
 AR1765'
 AR1765'THE STATION IS A STANDARD AC GIS DISK
 AR1765'STAMPED---STATION A109---,
 AR1765'SET INTO THE GROUND 42 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1765'1.19 METERS (3.92 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) IN A
 AR1765'GUY POLE, 0.6 METERS (2 FT ) SOUTH OF A CARSONITE POST SET,
 AR1765'5.33 METERS (17.47 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1765'IN NORTH E/P OF SR 331,
 AR1765'7.22 METERS (23.67 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1765'IN NORTH EDGE OF CONC. WALK.
 AR1765'
 AR1765'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1765'STAMPED---AZIMUTH A110---,
 AR1765'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1765'21.80 METERS (71.53 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1765'IN POWER POLE,
 AR1765'15.23 METERS (49.95 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1765'POWER POLE,
 AR1765'17.09 METERS (56.06 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1765'APPROX. 7.3 METERS (24 FT) WEST OF CENTERLINE INTERSECTION OF
 AR1765'SR 331 AND ACR SW 18TH STREET.
 AR1765'TO REACH THE AZIMUTH FROM THE STATION,
 AR1765'GO EAST FOR 0.6 KM (0.4 MI) ON SR 331 TO THE INTERSECTION WITH SW
 AR1765'18TH STREET, AZIMUTH MARK IS IN CENTER OF NOSE OF A GRASS MEDIAN
 AR1765'EAST OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6256 ***********************************************************************
 AG6256  DESIGNATION -  A 109 RESET
 AG6256  PID         -  AG6256
 AG6256  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6256  USGS QUAD   -  FT LONESOME (1987)
 AG6256
 AG6256                         *CURRENT SURVEY CONTROL
 AG6256  ___________________________________________________________________
 AG6256* NAD 83(1986)-  27 43 10.     (N)    082 08 46.     (W)     SCALED    
 AG6256* NAVD 88     -        35.23   (meters)     115.6    (feet)  RESET     
 AG6256  ___________________________________________________________________
 AG6256  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AG6256
 AG6256  VERT ORDER  -  THIRD
 AG6256
 AG6256.The horizontal coordinates were scaled from a topographic map and have
 AG6256.an estimated accuracy of +/- 6 seconds.
 AG6256
 AG6256.The orthometric height was computed from unverified reset data.
 AG6256
 AG6256.The geoid height was determined by GEOID03.
 AG6256
 AG6256;                    North         East    Units  Estimated Accuracy
 AG6256;SPC FL W     -   375,130.      185,590.      MT  (+/- 180 meters Scaled)
 AG6256
 AG6256                          SUPERSEDED SURVEY CONTROL
 AG6256
 AG6256  NGVD 29 (??/??/??)   35.50   (m)          116.5    (f) RESET       3  
 AG6256
 AG6256.Superseded values are not recommended for survey control.
 AG6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6256.See file dsdata.txt to determine how the superseded data were derived.
 AG6256
 AG6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL870666(NAD 83)
 AG6256_MARKER: DB = BENCH MARK DISK
 AG6256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6256_SP_SET: CONCRETE POST
 AG6256_STAMPING: A 109 RESET 1958
 AG6256_MARK LOGO: CGS   
 AG6256_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG6256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6256+STABILITY: SURFACE MOTION
 AG6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6256+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1990
 AG6256
 AG6256  HISTORY     - Date     Condition        Report By
 AG6256  HISTORY     - 1958     MONUMENTED       CGS
 AG6256  HISTORY     - 1973     GOOD             NGS
 AG6256  HISTORY     - 19901102 GOOD             FLDNR
 AG6256
 AG6256                          STATION DESCRIPTION
 AG6256
 AG6256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AG6256'10.1 MI E FROM WIMAUMA.
 AG6256'9.25 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR
 AG6256'LINE RAILROAD STATION AT WIMAUMA, THENCE 1.0 MILE NORTH ALONG
 AG6256'PLANT CITY ROAD (STATE HIGHWAY 39), 1 MILE NORTH OF FORT LONESOME,
 AG6256'173 FEET NORTH OF A T FENCE CORNER, 55.5 FEET WEST OF THE CENTER
 AG6256'OF STATE HIGHWAY 39, 33 FEET SOUTH OF THE SOUTH END OF A WOODEN
 AG6256'GATE, 1.8 FEET WEST OF A WIRE FENCE, 1.9 FEET SOUTH OF A CONCRETE
 AG6256'WITNESS POST, 1.3 FEET NORTH OF A METAL WITNESS POST AND A DISK
 AG6256'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 AG6256'PROJECTS ABOUT 3-INCHES.
 AG6256
 AG6256                          STATION RECOVERY (1990)
 AG6256
 AG6256'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6256'THE MARK IS ABOUT 10.0 MI (16.1 KM) EAST OF WINAUMA, 1.0 MI (1.6 KM)
 AG6256'NORTH OF FORT LONESOME, IN SECTION 6, T 32 S, R 22 E.
 AG6256'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD C-39 AND STATE
 AG6256'ROAD 674, GO NORTH ON COUNTY ROAD 39 FOR 1.0 MI (1.6 KM) TO THE MARK
 AG6256'ON THE LEFT, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AG6256'LOCATED 57.3 FT (17.5 M) NORTH OF A T-FENCE CORNER, 56.0 FT (17.1 M)
 AG6256'WEST OF THE CENTERLINE OF COUNTY ROAD C-39, 34.2 FT (10.4 M) SOUTH OF
 AG6256'THE SOUTH END OF A GALVANIZED METAL GATE, 2.3 FT (0.7 M) SOUTH OF A
 AG6256'CONCRETE WITNESS POST, 2.2 FT (0.7 M) WEST OF THE FENCE LINE AND 2.2
 AG6256'FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7384 ***********************************************************************
 AG7384  DESIGNATION -  A 109 RESET 1957
 AG7384  PID         -  AG7384
 AG7384  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7384  USGS QUAD   -  FT LONESOME (1987)
 AG7384
 AG7384                         *CURRENT SURVEY CONTROL
 AG7384  ___________________________________________________________________
 AG7384* NAD 83(1986)-  27 43 10.     (N)    082 08 46.     (W)     SCALED    
 AG7384* NAVD 88     -        35.16   (meters)     115.4    (feet)  RESET     
 AG7384  ___________________________________________________________________
 AG7384  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AG7384
 AG7384  VERT ORDER  -  THIRD
 AG7384
 AG7384.The horizontal coordinates were scaled from a topographic map and have
 AG7384.an estimated accuracy of +/- 6 seconds.
 AG7384
 AG7384.The orthometric height was computed from unverified reset data.
 AG7384
 AG7384.The geoid height was determined by GEOID03.
 AG7384
 AG7384;                    North         East    Units  Estimated Accuracy
 AG7384;SPC FL W     -   375,130.      185,590.      MT  (+/- 180 meters Scaled)
 AG7384
 AG7384                          SUPERSEDED SURVEY CONTROL
 AG7384
 AG7384.No superseded survey control is available for this station.
 AG7384
 AG7384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL870666(NAD 83)
 AG7384_MARKER: DB = BENCH MARK DISK
 AG7384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG7384_STAMPING: A 109 RESET 1957
 AG7384_PROJECTION: FLUSH
 AG7384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7384+STABILITY: SURFACE MOTION
 AG7384
 AG7384  HISTORY     - Date     Condition        Report By
 AG7384  HISTORY     - 1957     MONUMENTED       CGS
 AG7384
 AG7384                          STATION DESCRIPTION
 AG7384
 AG7384'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AG7384'1.0 MI NORTH FROM FORT LONESOME.
 AG7384'1.0 MILE NORTH ALONG STAT  HIGHWAY 39 FROM ITS INTERSECTION WITH
 AG7384'STATE HIGHWAY 674 IN FORT LONESOME, 51.0 FEET WEST OF THE
 AG7384'CENTERLINE OF THE HIGHWAY, 18.5 FEET NORTH OF THE CENTERLINE OF
 AG7384'A WOODS ROAD WEST, AND 2.0 FEET EAST OF A BARBED WIRE FENCE.
 AG7384'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0088 ***********************************************************************
 BE0088  DESIGNATION -  A 11
 BE0088  PID         -  BE0088
 BE0088  STATE/COUNTY-  FL/HOLMES
 BE0088  USGS QUAD   -  PONCE DE LEON (1994)
 BE0088
 BE0088                         *CURRENT SURVEY CONTROL
 BE0088  ___________________________________________________________________
 BE0088* NAD 83(1986)-  30 43 21.     (N)    085 56 15.     (W)     SCALED    
 BE0088* NAVD 88     -        19.673  (meters)      64.54   (feet)  ADJUSTED  
 BE0088  ___________________________________________________________________
 BE0088  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE0088  DYNAMIC HT  -          19.648 (meters)      64.46  (feet)  COMP
 BE0088  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 BE0088  OBS GRAVITY -     979,361.6   (mgal)                       GRAV_OBS
 BE0088
 BE0088  VERT ORDER  -  SECOND    CLASS 0
 BE0088
 BE0088.The horizontal coordinates were scaled from a topographic map and have
 BE0088.an estimated accuracy of +/- 6 seconds.
 BE0088
 BE0088.The orthometric height was determined by differential leveling
 BE0088.and adjusted by the National Geodetic Survey in June 1991..
 BE0088
 BE0088.The geoid height was determined by GEOID03.
 BE0088
 BE0088.The dynamic height is computed by dividing the NAVD 88
 BE0088.geopotential number by the normal gravity value computed on the
 BE0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0088.degrees latitude (g = 980.6199 gals.).
 BE0088
 BE0088.The modeled gravity was interpolated from observed gravity values.
 BE0088.The observed gravity was obtained from relative gravimeter ties
 BE0088.to the IGSN71 gravity network.
 BE0088
 BE0088;                    North         East    Units  Estimated Accuracy
 BE0088;SPC FL N     -   191,810.      462,320.      MT  (+/- 180 meters Scaled)
 BE0088
 BE0088                          SUPERSEDED SURVEY CONTROL
 BE0088
 BE0088  NGVD 29 (??/??/92)   19.780  (m)           64.89   (f) ADJ UNCH    2 0
 BE0088
 BE0088.Superseded values are not recommended for survey control.
 BE0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0088.See file dsdata.txt to determine how the superseded data were derived.
 BE0088
 BE0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU017993(NAD 83)
 BE0088_MARKER: DB = BENCH MARK DISK
 BE0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE0088_SP_SET: BUILDING
 BE0088_STAMPING: 64.865 A 11 1918
 BE0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0088
 BE0088  HISTORY     - Date     Condition        Report By
 BE0088  HISTORY     - 1918     MONUMENTED       CGS
 BE0088  HISTORY     - 1955     GOOD             NGS
 BE0088  HISTORY     - 1973     MARK NOT FOUND   USGS
 BE0088  HISTORY     - 1977     GOOD             FLDT
 BE0088  HISTORY     - 20010331 GOOD             NGS
 BE0088  HISTORY     - 20010331 GOOD             NGS
 BE0088
 BE0088                          STATION DESCRIPTION
 BE0088
 BE0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0088'AT PONCE DE LEON.
 BE0088'AT PONCE DE LEON, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 BE0088'SOUTH-SOUTHEAST AND ACROSS TRACK FROM THE RAILROAD STATION,
 BE0088'ABOUT 120 YARDS EAST OF MILE POST 741, SET VERTICALLY IN THE
 BE0088'NORTHWEST FACE OF ANDREWS STORE BUILDING (RED BRICK BUILDING),
 BE0088'126 FEET SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT SOUTHWEST OF NORTH
 BE0088'CORNER OF BUILDING AND 1.7 FEET ABOVE LEVEL OF SIDE WALK.
 BE0088
 BE0088                          STATION RECOVERY (1973)
 BE0088
 BE0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BE0088'MARK NOT FOUND.
 BE0088
 BE0088                          STATION RECOVERY (1977)
 BE0088
 BE0088'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE0088'RECOVERED IN GOOD CONDITION.
 BE0088
 BE0088                          STATION RECOVERY (2001)
 BE0088
 BE0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0088
 BE0088                          STATION RECOVERY (2001)
 BE0088
 BE0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1422 ***********************************************************************
 AR1422  DESIGNATION -  A 11
 AR1422  PID         -  AR1422
 AR1422  STATE/COUNTY-  FL/DIXIE
 AR1422  USGS QUAD   -  VISTA (1993)
 AR1422
 AR1422                         *CURRENT SURVEY CONTROL
 AR1422  ___________________________________________________________________
 AR1422* NAD 83(1999)-  29 23 55.51603(N)    083 03 50.65169(W)     ADJUSTED  
 AR1422* NAVD 88     -         2.662  (meters)       8.73   (feet)  ADJUSTED  
 AR1422  ___________________________________________________________________
 AR1422  X           -     671,573.625 (meters)                     COMP
 AR1422  Y           -  -5,520,556.391 (meters)                     COMP
 AR1422  Z           -   3,112,470.143 (meters)                     COMP
 AR1422  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AR1422  ELLIP HEIGHT-         -24.95  (meters)          (05/31/01) GPS OBS
 AR1422  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1422  DYNAMIC HT  -           2.658 (meters)       8.72  (feet)  COMP
 AR1422  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 AR1422
 AR1422  HORZ ORDER  -  FIRST
 AR1422  VERT ORDER  -  SECOND    CLASS I
 AR1422  ELLP ORDER  -  FOURTH    CLASS I
 AR1422
 AR1422.The horizontal coordinates were established by GPS observations
 AR1422.and adjusted by the National Geodetic Survey in May 2001..
 AR1422
 AR1422.The orthometric height was determined by differential leveling
 AR1422.and adjusted by the National Geodetic Survey in June 1991..
 AR1422
 AR1422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1422
 AR1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1422
 AR1422.The ellipsoidal height was determined by GPS observations
 AR1422.and is referenced to NAD 83.
 AR1422
 AR1422.The geoid height was determined by GEOID03.
 AR1422
 AR1422.The dynamic height is computed by dividing the NAVD 88
 AR1422.geopotential number by the normal gravity value computed on the
 AR1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1422.degrees latitude (g = 980.6199 gals.).
 AR1422
 AR1422.The modeled gravity was interpolated from observed gravity values.
 AR1422
 AR1422;                    North         East     Units Scale Factor Converg.
 AR1422;SPC FL N     -    45,079.310   739,376.655   MT  1.00003770   +0 43 17.7
 AR1422;SPC FL N     -   147,897.70  2,425,771.58   sFT  1.00003770   +0 43 17.7
 AR1422;UTM  17      - 3,253,936.931   299,713.569   MT  1.00009500   -1 00 48.8
 AR1422
 AR1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1422!SPC FL N     -   1.00000392  x   1.00003770  =   1.00004162
 AR1422!UTM  17      -   1.00000392  x   1.00009500  =   1.00009892
 AR1422
 AR1422                          SUPERSEDED SURVEY CONTROL
 AR1422
 AR1422  NAD 83(1990)-  29 23 55.51471(N)    083 03 50.65115(W) AD(       ) 1
 AR1422  ELLIP H (01/28/97)  -24.87   (m)                       GP(       ) 3 1
 AR1422
 AR1422.Superseded values are not recommended for survey control.
 AR1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1422.See file dsdata.txt to determine how the superseded data were derived.
 AR1422
 AR1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN9971453937(NAD 83)
 AR1422_MARKER: DB = BENCH MARK DISK
 AR1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1422_SP_SET: CONCRETE POST
 AR1422_STAMPING: DNR A11
 AR1422_MARK LOGO: FLDNR 
 AR1422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1422+STABILITY: SURFACE MOTION
 AR1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1422+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 AR1422
 AR1422  HISTORY     - Date     Condition        Report By
 AR1422  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1422  HISTORY     - 19960605 GOOD             DCJOHN
 AR1422  HISTORY     - 20000509 GOOD             FLDEP
 AR1422
 AR1422                          STATION DESCRIPTION
 AR1422
 AR1422'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1422'14.6 MI SW FROM OLD TOWN.
 AR1422'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1422'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1422'14.6 MILES.
 AR1422'ABOUT 49.1 FEET N50W FROM CENTERLINE SR349 ABOUT 84 FEET S50W FROM A
 AR1422'POWER POLE.
 AR1422'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1422'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1422
 AR1422                          STATION RECOVERY (1996)
 AR1422
 AR1422'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (TL)
 AR1422'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) SOUTHWEST OF
 AR1422'CHIEFLAND, 17 MI (27.4 KM) SOUTH OF CROSS CITY AND 4 MI (6.4 KM) EAST
 AR1422'OF HORSESHOE BEACH.-- TO REACH THE STATION FROM THE INTERSECTION OF US
 AR1422'HIGHWAY 19 (ALSO KNOWN AS US HIGHWAY 98) AND STATE ROAD 349, PROCEED
 AR1422'SOUTH, THEN SOUTHWEST ON STATE ROAD 349 FOR 15.9 MI (25.6 KM) TO THE
 AR1422'STATION ON THE RIGHT, A BRASS DNR LAKES BENCH MARK SURVEY DISC SET IN
 AR1422'THE TOP OF A 10-INCH DIAMETER CONCRETE MONUMENT RAISED 0.1 FT (0.0 M)
 AR1422'ABOVE THE GROUND.  THE STATION IS 49.3 FT (15.0 M) NORTHWEST OF THE
 AR1422'CENTERLINE OF STATE ROAD 349 AND 1 FT (0.3 M) SOUTHEAST OF A WITNESS
 AR1422'SIGN.- REFERENCES-- NAIL AND DISC (LB4514) , SET IN A POWER POLE,
 AR1422'NORTH 59 DEGREES EAST AT 84.18 FT (25.66 M) - NAIL AND DISC (LB4514) ,
 AR1422'SET IN A 4-INCH OAK TREE, SOUTH 86 DEGREES EAST AT 131.53 FT (40.09 M)
 AR1422'- NAIL AND DISC (LB4514) , SET IN AN 8-INCH OAK TREE, SOUTH 32 DEGREES
 AR1422'WEST AT 321.48 FT (97.99 M)
 AR1422
 AR1422                          STATION RECOVERY (2000)
 AR1422
 AR1422'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AR1422'THE MARK IS ABOUT 15.7 MI (25.3 KM) SOUTHWEST OF OLD TOWN, ON COUNTY
 AR1422'ROAD 349 IN SECTION 36, TOWNSHIP 12 SOUTH, RANGE 12 EAST. TO REACH THE
 AR1422'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (U.S. HIGHWAY 27 AND 98)
 AR1422'AND COUNTY ROAD 349 IN OLD TOWN, GO SOUTHWEST ON COUNTY ROAD 349 FOR
 AR1422'15.75 MI (25.35 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AR1422'10-INCH ROUND CONCRETE MONUMENT PROJECTING 0.1 FT (3.0 CM) ABOVE THE
 AR1422'LEVEL OF THE GROUND AND ABOVE THE LEVEL OF THE COUNTY ROAD 349.
 AR1422'LOCATED 145.0 FT (44.2 M) SOUTHWEST OF A 4-INCH PVC FIBER OPTIC CABLE
 AR1422'WARNING PIPE, 83.0 FT (25.3 M) SOUTHWEST OF A POWER POLE, 49.3 FT
 AR1422'(15.0 M) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 349 AND 1.0 FT
 AR1422'(0.3 M) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1518 ***********************************************************************
 AG1518  DESIGNATION -  A 11
 AG1518  PID         -  AG1518
 AG1518  STATE/COUNTY-  FL/SARASOTA
 AG1518  USGS QUAD   -  OLD MYAKKA (1987)
 AG1518
 AG1518                         *CURRENT SURVEY CONTROL
 AG1518  ___________________________________________________________________
 AG1518* NAD 83(1990)-  27 21 01.52529(N)    082 16 07.44319(W)     ADJUSTED  
 AG1518* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AG1518  ___________________________________________________________________
 AG1518  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AG1518  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG1518
 AG1518  HORZ ORDER  -  SECOND
 AG1518
 AG1518.The horizontal coordinates were established by classical geodetic methods
 AG1518.and adjusted by the National Geodetic Survey in May 1991..
 AG1518
 AG1518.The orthometric height was scaled from a topographic map.
 AG1518
 AG1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1518
 AG1518.The geoid height was determined by GEOID03.
 AG1518
 AG1518;                    North         East     Units Scale Factor Converg.
 AG1518;SPC FL W     -   334,259.562   173,411.498   MT  0.99994990   -0 07 24.5
 AG1518;SPC FL W     - 1,096,649.91    568,934.22   sFT  0.99994990   -0 07 24.5
 AG1518;UTM  17      - 3,025,887.266   374,508.859   MT  0.99979439   -0 34 58.7
 AG1518
 AG1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1518!SPC FL W     -   1.00000076  x   0.99994990  =   0.99995066
 AG1518!UTM  17      -   1.00000076  x   0.99979439  =   0.99979515
 AG1518
 AG1518:                Primary Azimuth Mark                     Grid Az
 AG1518:SPC FL W     -  VERNA                                    001 49 18.9
 AG1518:UTM  17      -  VERNA                                    002 16 53.1
 AG1518
 AG1518|---------------------------------------------------------------------|
 AG1518| PID    Reference Object                     Distance      Geod. Az  |
 AG1518|                                                           dddmmss.s |
 AG1518| AG1968 VERNA                               APPROX. 1.6 KM 0014154.4 |
 AG1518| AG1962 Q 93                                               16817     |
 AG1518| CW6874 A 11 RM 1                            16.227 METERS 21001     |
 AG1518| CW6875 A 11 RM 2                            12.720 METERS 32848     |
 AG1518|---------------------------------------------------------------------|
 AG1518
 AG1518                          SUPERSEDED SURVEY CONTROL
 AG1518
 AG1518  NAD 83(1986)-  27 21 01.52471(N)    082 16 07.45172(W) AD(       ) 2
 AG1518  NAD 27      -  27 21 00.36095(N)    082 16 08.12503(W) AD(       ) 2
 AG1518
 AG1518.Superseded values are not recommended for survey control.
 AG1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1518.See file dsdata.txt to determine how the superseded data were derived.
 AG1518
 AG1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7450925887(NAD 83)
 AG1518_MARKER: DD = SURVEY DISK
 AG1518_SETTING: 0 = UNSPECIFIED SETTING
 AG1518
 AG1518  HISTORY     - Date     Condition        Report By
 AG1518  HISTORY     - 1944     MONUMENTED       CGS
 AG1518
 AG1518                          STATION DESCRIPTION
 AG1518
 AG1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1518'STATION IS LOCATED 17.3 MILES E AND N ALONG STATE HIGHWAY 18
 AG1518'FROM THE ATLANTIC COAST LINE RAILROAD STATION IN SARASOTA,
 AG1518'1.05 MILE S OF U.S.C. AND G.S. TRIANGULATION STATION VERNA 1934,
 AG1518'135 FEET N OF THE TANGENT OF THE CENTER LINE OF A RANCH ROAD
 AG1518'LEADING E, 10-1/2 FEET W OF THE CENTER LINE OF STATE HIGHWAY 18,
 AG1518'3 FEET W OF THE EDGE OF THE HIGHWAY AND 22 FEET E OF A FENCE
 AG1518'LINE.  IT IS STAMPED A 11 1944 AND IS ABOUT 4 INCHES BELOW THE
 AG1518'SURFACE OF THE GROUND.
 AG1518'
 AG1518'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1518'THE TOP OF CONCRETE POSTS.
 AG1518'
 AG1518'REFERENCE MARK 1 IS SW OF THE STATION, 36 FEET W OF THE CENTER
 AG1518'LINE OF STATE HIGHWAY 18, 2 FEET W OF A FENCE LINE, AND 16-1/2
 AG1518'FEET N OF THE N POST OF A FIELD GATE.  IT IS STAMPED A 11 NO 1
 AG1518'1944 AND PROJECTS ABOUT 6 INCHES.
 AG1518'
 AG1518'REFERENCE MARK 2 IS NW OF THE STATION, 36 FEET W OF THE CENTER
 AG1518'LINE OF STATE HIGHWAY 18, AND 2 FEET W OF A FENCE LINE.  IT IS
 AG1518'STAMPED A 11 NO 2 1944 AND PROJECTS ABOUT 6 INCHES.
 AG1518'
 AG1518'THE AZIMUTH MARK FOR THIS STATION IS U.S.C. AND G.S.
 AG1518'TRIANGULATION STATION VERNA 1934, 1.05 MILES N ALONG STATE
 AG1518'HIGHWAY 18.
 AG1518'
 AG1518'TO REACH THE STATION FROM THE ATLANTIC COAST LINE RAILROAD
 AG1518'STATION IN SARASOTA, GO E ON STATE HIGHWAY 18 FOR 16.15 MILES
 AG1518'TO A T-INTERSECTION, THEN TURN LEFT ON HIGHWAY 18 AND GO N FOR
 AG1518'1.15 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 AG1518'
 AG1518'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6082 ***********************************************************************
 AG6082  DESIGNATION -  A 110
 AG6082  PID         -  AG6082
 AG6082  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6082  USGS QUAD   -  BRANDON (1987)
 AG6082
 AG6082                         *CURRENT SURVEY CONTROL
 AG6082  ___________________________________________________________________
 AG6082* NAD 83(1986)-  27 59 13.     (N)    082 15 33.     (W)     SCALED    
 AG6082* NAVD 88     -        15.351  (meters)      50.36   (feet)  ADJUSTED  
 AG6082  ___________________________________________________________________
 AG6082  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AG6082  DYNAMIC HT  -          15.329 (meters)      50.29  (feet)  COMP
 AG6082  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AG6082
 AG6082  VERT ORDER  -  FIRST     CLASS II
 AG6082
 AG6082.The horizontal coordinates were scaled from a topographic map and have
 AG6082.an estimated accuracy of +/- 6 seconds.
 AG6082
 AG6082.The orthometric height was determined by differential leveling
 AG6082.and adjusted by the National Geodetic Survey in June 1991..
 AG6082
 AG6082.The geoid height was determined by GEOID03.
 AG6082
 AG6082.The dynamic height is computed by dividing the NAVD 88
 AG6082.geopotential number by the normal gravity value computed on the
 AG6082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6082.degrees latitude (g = 980.6199 gals.).
 AG6082
 AG6082.The modeled gravity was interpolated from observed gravity values.
 AG6082
 AG6082;                    North         East    Units  Estimated Accuracy
 AG6082;SPC FL W     -   404,790.      174,510.      MT  (+/- 180 meters Scaled)
 AG6082
 AG6082                          SUPERSEDED SURVEY CONTROL
 AG6082
 AG6082  NGVD 29 (09/01/92)   15.612  (m)           51.22   (f) ADJUSTED    1 2
 AG6082
 AG6082.Superseded values are not recommended for survey control.
 AG6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6082.See file dsdata.txt to determine how the superseded data were derived.
 AG6082
 AG6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL761963(NAD 83)
 AG6082_MARKER: DB = BENCH MARK DISK
 AG6082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6082_SP_SET: BRIDGE
 AG6082_STAMPING: A 110 1942
 AG6082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6082
 AG6082  HISTORY     - Date     Condition        Report By
 AG6082  HISTORY     - 1942     MONUMENTED       CGS
 AG6082  HISTORY     - 1958     GOOD             NGS
 AG6082  HISTORY     - 1978     GOOD             NGS
 AG6082
 AG6082                          STATION DESCRIPTION
 AG6082
 AG6082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AG6082'1.1 MI E FROM SEFFNER.
 AG6082'1.1 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AG6082'STATION AT SEFFNER, 51 FT. NORTH OF THE NORTH RAIL, 47 FT. NORTH
 AG6082'OF THE NORTHEAST CORNER OF A RAILROAD TRESTLE, 15.5 FT. SOUTH OF
 AG6082'THE CENTER LINE OF STATE HIGHWAY 574, 2.3 FT. ABOVE THE LEVEL OF
 AG6082'THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 AG6082'OF A 28 FT. CONCRETE BRIDGE UNDER THE HIGHWAY.
 AG6082
 AG6082                          STATION RECOVERY (1978)
 AG6082
 AG6082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1766 ***********************************************************************
 AR1766  DESIGNATION -  A 111
 AR1766  PID         -  AR1766
 AR1766  STATE/COUNTY-  FL/ALACHUA
 AR1766  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1766
 AR1766                         *CURRENT SURVEY CONTROL
 AR1766  ___________________________________________________________________
 AR1766* NAD 83(1999)-  29 39 06.77959(N)    082 21 04.26880(W)     ADJUSTED  
 AR1766* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 AR1766  ___________________________________________________________________
 AR1766  X           -     738,372.343 (meters)                     COMP
 AR1766  Y           -  -5,498,107.666 (meters)                     COMP
 AR1766  Z           -   3,136,906.287 (meters)                     COMP
 AR1766  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AR1766  ELLIP HEIGHT-          19.50  (meters)          (06/12/02) GPS OBS
 AR1766  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR1766
 AR1766  HORZ ORDER  -  SECOND
 AR1766  ELLP ORDER  -  FOURTH    CLASS I
 AR1766
 AR1766.The horizontal coordinates were established by GPS observations
 AR1766.and adjusted by the National Geodetic Survey in June 2002..
 AR1766
 AR1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1766
 AR1766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1766
 AR1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1766
 AR1766.The ellipsoidal height was determined by GPS observations
 AR1766.and is referenced to NAD 83.
 AR1766
 AR1766.The geoid height was determined by GEOID03.
 AR1766
 AR1766;                    North         East     Units Scale Factor Converg.
 AR1766;SPC FL N     -    74,220.337   808,036.205   MT  0.99998861   +1 04 47.4
 AR1766;SPC FL N     -   243,504.56  2,651,032.12   sFT  0.99998861   +1 04 47.4
 AR1766;UTM  17      - 3,280,975.192   369,222.592   MT  0.99981102   -0 40 06.8
 AR1766
 AR1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1766!SPC FL N     -   0.99999694  x   0.99998861  =   0.99998555
 AR1766!UTM  17      -   0.99999694  x   0.99981102  =   0.99980796
 AR1766
 AR1766                          SUPERSEDED SURVEY CONTROL
 AR1766
 AR1766  NAD 83(1990)-  29 39 06.77829(N)    082 21 04.26853(W) AD(       ) 2
 AR1766  ELLIP H (05/01/91)   19.53   (m)                       GP(       ) 4 1
 AR1766  NAD 83(1986)-  29 39 06.78818(N)    082 21 04.27484(W) AD(       ) 2
 AR1766  NGVD 29 (11/17/89)   47.7    (m)          156.     (f) GPS OBS        
 AR1766
 AR1766.Superseded values are not recommended for survey control.
 AR1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1766.See file dsdata.txt to determine how the superseded data were derived.
 AR1766
 AR1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6922380975(NAD 83)
 AR1766_MARKER: DD = SURVEY DISK
 AR1766_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1766_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1766_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1766+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1766
 AR1766  HISTORY     - Date     Condition        Report By
 AR1766  HISTORY     - 1988     MONUMENTED       PMC
 AR1766
 AR1766                          STATION DESCRIPTION
 AR1766
 AR1766'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1766'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 AR1766'WEST OF GAINESVILLE.
 AR1766'OWNERSHIP--SR 26 R/W.
 AR1766'
 AR1766'TO REACH THE STATION FROM THE INTERSECTION OF MAIN ST AND
 AR1766'UNIVERSITY AVE, GO WEST FOR 2.6 KM (1.6 MI) ON UNIVERSITY AVE TO
 AR1766'THE INTERSECTION WITH SW 2ND AVE, THE STATION IS LOCATED SOUTHEAST
 AR1766'OF A TRIANGLE-SHAPED GRASS ISLAND FORMED BY THE INTERSECTION OF
 AR1766'UNIVERSITY AVE AND SW 2ND AVE AND NORTHEAST OF A PAVED PARKING LOT
 AR1766'OF THE UNIVERSITY OF FLORIDA.
 AR1766'THE MARK IS SOUTHEAST 5 METERS (16.5 FT) OF THE BACK OF SOUTH CURB
 AR1766'OF SW 2ND AVE, SOUTHEAST 26.8 METERS (88 FT) FROM A TELEPHONE
 AR1766'MANHOLE COVER IN GRASS ISLAND, SOUTHWEST 36.6 METERS (77.5 FT) FROM
 AR1766'THE EAST NOSE OF THE ISLAND.
 AR1766'
 AR1766'THE STATION IS A STANDARD AC GIS DISK
 AR1766'STAMPED---STATION A111---,
 AR1766'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1766'11.78 METERS (38.65 FT) SOUTH FROM A FDOT CONC. MON. NO. I75 73 B43,
 AR1766'15.95 METERS (52.33 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1766'IN CENTERLINE OF OCONNEL CENTER PARKING LOT DRIVE,
 AR1766'13.78 METERS (45.21 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1766'IN SOUTH FACE OF WOOD POWER POLE,
 AR1766'13.02 METERS (42.72 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1766'IN CENTERLINE OF PARKING LOT DRIVE,
 AR1766'3 METERS (10 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1766'
 AR1766'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1766'STAMPED---AZIMUTH A112---,
 AR1766'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1766'2.80 METERS (9.20 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1766'ASPHALT SIDEWALK,
 AR1766'8.86 METERS (29.08 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1766'ASPHALT DRIVE,
 AR1766'6.50 METERS (21.31 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1766'SOUTH EDGE OF COUNTY ROAD 26A,
 AR1766'23.47 METERS (70.00 FT) WEST FROM A FDOT REFERENCE MONUMENT FND, NO
 AR1766'ID NUMBER,
 AR1766'0.6 METERS (2.0 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1766'TO REACH THE AZIMUTH FROM THE STATION,
 AR1766'GO SOUTHWEST FOR 0.5 KM (0.3 MI) ON SW 2ND AVE TO THE AZIMUTH MARK
 AR1766'ON THE SOUTH SIDE OF SW 2ND AVE.
 AR1766'THE AZ MK IS NORTHEAST 5 METERS (16.5 FT) FROM THE NORTHEAST CORNER
 AR1766'OF A CHAINLINK FENCE SURROUNDING THE TENNIS COURTS, SOUTH 6.1
 AR1766'METERS (20 FT) FROM THE SOUTH EDGE OF PAVEMENT OF SW 2ND AVE,
 AR1766'SOUTHWEST 4.4 METERS (14.5 FT) FROM THE CENTER OF A CULVERT PIPE IN
 AR1766'A STONE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0222 ***********************************************************************
 BG0222  DESIGNATION -  A 113
 BG0222  PID         -  BG0222
 BG0222  STATE/COUNTY-  FL/SANTA ROSA
 BG0222  USGS QUAD   -  MILTON NORTH (1987)
 BG0222
 BG0222                         *CURRENT SURVEY CONTROL
 BG0222  ___________________________________________________________________
 BG0222* NAD 83(1986)-  30 42 21.     (N)    087 01 40.     (W)     SCALED    
 BG0222* NAVD 88     -        56.173  (meters)     184.29   (feet)  ADJUSTED  
 BG0222  ___________________________________________________________________
 BG0222  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG0222  DYNAMIC HT  -          56.102 (meters)     184.06  (feet)  COMP
 BG0222  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 BG0222
 BG0222  VERT ORDER  -  SECOND    CLASS 0
 BG0222
 BG0222.The horizontal coordinates were scaled from a topographic map and have
 BG0222.an estimated accuracy of +/- 6 seconds.
 BG0222
 BG0222.The orthometric height was determined by differential leveling
 BG0222.and adjusted by the National Geodetic Survey in June 1991..
 BG0222
 BG0222.The geoid height was determined by GEOID03.
 BG0222
 BG0222.The dynamic height is computed by dividing the NAVD 88
 BG0222.geopotential number by the normal gravity value computed on the
 BG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0222.degrees latitude (g = 980.6199 gals.).
 BG0222
 BG0222.The modeled gravity was interpolated from observed gravity values.
 BG0222
 BG0222;                    North         East    Units  Estimated Accuracy
 BG0222;SPC FL N     -   191,780.      357,870.      MT  (+/- 180 meters Scaled)
 BG0222
 BG0222                          SUPERSEDED SURVEY CONTROL
 BG0222
 BG0222  NGVD 29 (??/??/92)   56.244  (m)          184.53   (f) ADJ UNCH    2 0
 BG0222
 BG0222.Superseded values are not recommended for survey control.
 BG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0222.See file dsdata.txt to determine how the superseded data were derived.
 BG0222
 BG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU973970(NAD 83)
 BG0222_MARKER: DB = BENCH MARK DISK
 BG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0222_STAMPING: A 113 1945
 BG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0222+STABILITY: SURFACE MOTION
 BG0222
 BG0222  HISTORY     - Date     Condition        Report By
 BG0222  HISTORY     - 1945     MONUMENTED       CGS
 BG0222
 BG0222                          STATION DESCRIPTION
 BG0222
 BG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BG0222'6.1 MI N FROM MILTON.
 BG0222'6.1 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COUNTY COURTHOUSE
 BG0222'AT MILTON, SANTA ROSA COUNTY, THENCE 1.2 MILES EAST ALONG A
 BG0222'TAR ROAD, AT THE MAIN ENTRANCE TO NAAS WHITING FIELD, 51 FEET
 BG0222'SOUTH OF THE CENTERLINE OF THE ROAD LEADING INTO THE STATION,
 BG0222'18 FEET SOUTHEAST OF A GUYED POWER-TRANSMISSION LINE POLE, 1
 BG0222'FOOT WEST OF THE BOUNDARY FENCE, AND 2 FEET NORTH OF A WHITE
 BG0222'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 113 1945 AND
 BG0222'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1767 ***********************************************************************
 AR1767  DESIGNATION -  A 113
 AR1767  PID         -  AR1767
 AR1767  STATE/COUNTY-  FL/ALACHUA
 AR1767  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1767
 AR1767                         *CURRENT SURVEY CONTROL
 AR1767  ___________________________________________________________________
 AR1767* NAD 83(1999)-  29 42 12.45394(N)    082 21 18.97585(W)     ADJUSTED  
 AR1767* NAVD 88     -        55.9    (meters)     183.     (feet)  VERTCON   
 AR1767  ___________________________________________________________________
 AR1767  X           -     737,604.728 (meters)                     COMP
 AR1767  Y           -  -5,495,362.062 (meters)                     COMP
 AR1767  Z           -   3,141,877.605 (meters)                     COMP
 AR1767  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AR1767  ELLIP HEIGHT-          27.92  (meters)          (06/12/02) GPS OBS
 AR1767  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AR1767
 AR1767  HORZ ORDER  -  SECOND
 AR1767  ELLP ORDER  -  FOURTH    CLASS I
 AR1767
 AR1767.The horizontal coordinates were established by GPS observations
 AR1767.and adjusted by the National Geodetic Survey in June 2002..
 AR1767
 AR1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1767
 AR1767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1767
 AR1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1767
 AR1767.The ellipsoidal height was determined by GPS observations
 AR1767.and is referenced to NAD 83.
 AR1767
 AR1767.The geoid height was determined by GEOID03.
 AR1767
 AR1767;                    North         East     Units Scale Factor Converg.
 AR1767;SPC FL N     -    79,928.861   807,533.201   MT  0.99998098   +1 04 40.0
 AR1767;SPC FL N     -   262,233.27  2,649,381.84   sFT  0.99998098   +1 04 40.0
 AR1767;UTM  17      - 3,286,695.417   368,894.102   MT  0.99981208   -0 40 17.9
 AR1767
 AR1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1767!SPC FL N     -   0.99999562  x   0.99998098  =   0.99997660
 AR1767!UTM  17      -   0.99999562  x   0.99981208  =   0.99980770
 AR1767
 AR1767                          SUPERSEDED SURVEY CONTROL
 AR1767
 AR1767  NAD 83(1990)-  29 42 12.45263(N)    082 21 18.97551(W) AD(       ) 2
 AR1767  ELLIP H (05/01/91)   27.95   (m)                       GP(       ) 4 1
 AR1767  NAD 83(1986)-  29 42 12.46201(N)    082 21 18.98111(W) AD(       ) 2
 AR1767  NGVD 29 (11/17/89)   56.1    (m)          184.     (f) GPS OBS        
 AR1767
 AR1767.Superseded values are not recommended for survey control.
 AR1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1767.See file dsdata.txt to determine how the superseded data were derived.
 AR1767
 AR1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6889486695(NAD 83)
 AR1767_MARKER: DD = SURVEY DISK
 AR1767_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1767_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1767_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1767+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1767
 AR1767  HISTORY     - Date     Condition        Report By
 AR1767  HISTORY     - 1988     MONUMENTED       PMC
 AR1767
 AR1767                          STATION DESCRIPTION
 AR1767
 AR1767'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1767'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 AR1767'NORTHWEST OF GAINESVILLE.
 AR1767'OWNERSHIP--NW 53RD AVE R/W.
 AR1767'
 AR1767'TO REACH THE STATION FROM THE INTERSECTION OF NW 53RD AVE AND U.S.
 AR1767'441, GO WEST FOR 1 KM (0.7 MI) ON NW 53RD AVE TO THE STATION ON THE
 AR1767'NORTH SIDE.  THE MARK IS NORTH 12.2 METERS (40.0 FT) OF THE EDGE OF
 AR1767'PAVEMENT OF NW 53RD AVE, EAST 86.3 METERS (283 FT) FROM A METAL
 AR1767'TRANSMISSION POLE NO. 60 ON THE NORTH R/W OF NW 53RD AVE, SOUTHWEST
 AR1767'28.7 METERS (94 FT) FROM A WOOD POWER POLE THAT IS NORTH OF NW 53RD
 AR1767'AVE, WEST 88.2 METERS (289.5 FT) FROM A METAL TRANSMISSION POLE NO.
 AR1767'61 ON THE NORTH R/W OF NW 53RD AVE.
 AR1767'
 AR1767'THE STATION IS A STANDARD AC GIS DISK
 AR1767'STAMPED---STATION A113---,
 AR1767'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1767'23.68 METERS (77.69 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1767'IN NORTHEAST FACE OF 9 IN PINE,
 AR1767'28.61 METERS (93.87 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1767'IN NORTH FACE OF WOOD POWER POLE ON NORTH R/W OF NW 53RD AVE,
 AR1767'17.29 METERS (56.72 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET
 AR1767'NEAR CENTERLINE,
 AR1767'1.2 METERS (4 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1767'
 AR1767'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1767'STAMPED---AZIMUTH A114---,
 AR1767'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1767'15.46 METERS (50.71 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1767'BIKE PATH IN NORTH SIDE OF NW 53RD AVE,
 AR1767'24.49 METERS (80.35 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1767'POWER POLE,
 AR1767'17.00 METERS (55.78 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1767'IN ASPHALT,
 AR1767'0.6 METERS (2 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1767'TO REACH THE AZIMUTH FROM THE STATION,
 AR1767'GO EAST FOR 1 KM (0.6 MI) ON NW 53RD AVE TO THE AZIMUTH MARK ON
 AR1767'NORTH SIDE.  THE MARK IS NORTH 14 METERS (46 FT) OF E/P OF NW 53RD
 AR1767'AVE EAST 21 METERS (69 FT) OF E/P OF FOOD STORE DRIVE, SOUTHEAST 47.5
 AR1767'METERS (156 FT) FROM THE SE CORNER OF FOOD STORE BUILDING, WEST
 AR1767'30.3 METERS (99.5 FT) FROM A METAL TRANSMISSION POLE NO. 67 ON THE
 AR1767'NORTH R/W OF NW 53RD AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0252 ***********************************************************************
 AS0252  DESIGNATION -  A 115
 AS0252  PID         -  AS0252
 AS0252  STATE/COUNTY-  FL/FRANKLIN
 AS0252  USGS QUAD   -  APALACHICOLA (1982)
 AS0252
 AS0252                         *CURRENT SURVEY CONTROL
 AS0252  ___________________________________________________________________
 AS0252* NAD 83(1986)-  29 42 55.     (N)    084 59 54.     (W)     SCALED    
 AS0252* NAVD 88     -         2.795  (meters)       9.17   (feet)  ADJUSTED  
 AS0252  ___________________________________________________________________
 AS0252  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AS0252  DYNAMIC HT  -           2.791 (meters)       9.16  (feet)  COMP
 AS0252  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 AS0252
 AS0252  VERT ORDER  -  FIRST     CLASS I
 AS0252
 AS0252.The horizontal coordinates were scaled from a topographic map and have
 AS0252.an estimated accuracy of +/- 6 seconds.
 AS0252
 AS0252.The orthometric height was determined by differential leveling
 AS0252.and adjusted by the National Geodetic Survey in June 1991..
 AS0252
 AS0252.The geoid height was determined by GEOID03.
 AS0252
 AS0252.The dynamic height is computed by dividing the NAVD 88
 AS0252.geopotential number by the normal gravity value computed on the
 AS0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0252.degrees latitude (g = 980.6199 gals.).
 AS0252
 AS0252.The modeled gravity was interpolated from observed gravity values.
 AS0252
 AS0252;                    North         East    Units  Estimated Accuracy
 AS0252;SPC FL N     -    79,390.      551,780.      MT  (+/- 180 meters Scaled)
 AS0252
 AS0252                          SUPERSEDED SURVEY CONTROL
 AS0252
 AS0252  NGVD 29 (??/??/92)    2.968  (m)            9.74   (f) ADJ UNCH    1 1
 AS0252
 AS0252.Superseded values are not recommended for survey control.
 AS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0252.See file dsdata.txt to determine how the superseded data were derived.
 AS0252
 AS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT936889(NAD 83)
 AS0252_MARKER: DB = BENCH MARK DISK
 AS0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0252_SP_SET: CULVERT
 AS0252_STAMPING: A 115 1945
 AS0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0252
 AS0252  HISTORY     - Date     Condition        Report By
 AS0252  HISTORY     - 1945     MONUMENTED       CGS
 AS0252  HISTORY     - 1967     GOOD             NGS
 AS0252  HISTORY     - 1975     GOOD             NGS
 AS0252  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AS0252  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0252
 AS0252                          STATION DESCRIPTION
 AS0252
 AS0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0252'AT APALACHICOLA.
 AS0252'AT APALACHICOLA, ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 98
 AS0252'FROM THE COURTHOUSE, IN SECTION 12, R 8 W, T 9 S, ABOUT 100
 AS0252'YARDS SOUTHWEST OF THE JUNCTION OF A DRIVEWAY LEADING NORTHWEST
 AS0252'TO THE APALACH MOTEL, SET ON THE TOP OF THE NORTHEAST END OF THE
 AS0252'NORTHWEST CONCRETE HEAD WALL FOR A 36-INCH PIPE CULVERT UNDER
 AS0252'THE HIGHWAY, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 AS0252'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AS0252
 AS0252                          STATION RECOVERY (1975)
 AS0252
 AS0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0252'RECOVERED IN GOOD CONDITION.
 AS0252
 AS0252                          STATION RECOVERY (1985)
 AS0252
 AS0252'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0252'MARK NOT FOUND.
 AS0252
 AS0252                          STATION RECOVERY (1986)
 AS0252
 AS0252'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1768 ***********************************************************************
 AR1768  DESIGNATION -  A 115
 AR1768  PID         -  AR1768
 AR1768  STATE/COUNTY-  FL/ALACHUA
 AR1768  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1768
 AR1768                         *CURRENT SURVEY CONTROL
 AR1768  ___________________________________________________________________
 AR1768* NAD 83(1999)-  29 44 22.94186(N)    082 21 13.73449(W)     ADJUSTED  
 AR1768* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 AR1768  ___________________________________________________________________
 AR1768  X           -     737,479.450 (meters)                     COMP
 AR1768  Y           -  -5,493,369.968 (meters)                     COMP
 AR1768  Z           -   3,145,367.455 (meters)                     COMP
 AR1768  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AR1768  ELLIP HEIGHT-          29.02  (meters)          (06/12/02) GPS OBS
 AR1768  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AR1768
 AR1768  HORZ ORDER  -  SECOND
 AR1768  ELLP ORDER  -  FOURTH    CLASS I
 AR1768
 AR1768.The horizontal coordinates were established by GPS observations
 AR1768.and adjusted by the National Geodetic Survey in June 2002..
 AR1768
 AR1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1768
 AR1768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1768
 AR1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1768
 AR1768.The ellipsoidal height was determined by GPS observations
 AR1768.and is referenced to NAD 83.
 AR1768
 AR1768.The geoid height was determined by GEOID03.
 AR1768
 AR1768;                    North         East     Units Scale Factor Converg.
 AR1768;SPC FL N     -    83,948.573   807,598.443   MT  0.99997609   +1 04 42.6
 AR1768;SPC FL N     -   275,421.28  2,649,595.89   sFT  0.99997609   +1 04 42.6
 AR1768;UTM  17      - 3,290,710.593   369,082.024   MT  0.99981147   -0 40 18.0
 AR1768
 AR1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1768!SPC FL N     -   0.99999544  x   0.99997609  =   0.99997153
 AR1768!UTM  17      -   0.99999544  x   0.99981147  =   0.99980691
 AR1768
 AR1768                          SUPERSEDED SURVEY CONTROL
 AR1768
 AR1768  NAD 83(1990)-  29 44 22.94051(N)    082 21 13.73419(W) AD(       ) 2
 AR1768  ELLIP H (05/01/91)   29.06   (m)                       GP(       ) 4 1
 AR1768  NAD 83(1986)-  29 44 22.94967(N)    082 21 13.73940(W) AD(       ) 2
 AR1768  NGVD 29 (11/17/89)   57.3    (m)          188.     (f) GPS OBS        
 AR1768
 AR1768.Superseded values are not recommended for survey control.
 AR1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1768.See file dsdata.txt to determine how the superseded data were derived.
 AR1768
 AR1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6908290711(NAD 83)
 AR1768_MARKER: DD = SURVEY DISK
 AR1768_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1768_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1768_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1768+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1768
 AR1768  HISTORY     - Date     Condition        Report By
 AR1768  HISTORY     - 1988     MONUMENTED       PMC
 AR1768
 AR1768                          STATION DESCRIPTION
 AR1768
 AR1768'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1768'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI)
 AR1768'NORTHWEST OF GAINESVILLE.
 AR1768'OWNERSHIP--SR 121 R/W.
 AR1768'
 AR1768'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND SR 121, GO
 AR1768'NORTH FOR 3.1 KM (1.9 MI) ON SR 121 TO THE STATION ON THE WEST SIDE
 AR1768'OF THE ROAD.  THE STATION IS WEST 4.2 METERS (13.9 FT) OF THE E/P
 AR1768'NORTH 160.9 METERS (528 FT) FROM THE NORTH END OF A HEADWALL ON THE
 AR1768'NW R/W OF SR 121, EAST 8.1 METERS (26.6 FT) FROM THE THIRD POWER
 AR1768'POLE NORTH OF HEADWALL.
 AR1768'
 AR1768'THE STATION IS A STANDARD AC GIS DISK
 AR1768'STAMPED---STATION A115---,
 AR1768'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1768'8.15 METERS (26.74 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1768'POWER POLE,
 AR1768'7.24 METERS (23.76 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1768'IN WEST E/P,
 AR1768'14.41 METERS (47.26 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1768'WEST E/P,
 AR1768'1.2 METERS (4 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1768'
 AR1768'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1768'STAMPED---AZIMUTH A116---,
 AR1768'SET INTO THE GROUND 33 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1768'34.74 METERS (113.99 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1768'POWER POLE,
 AR1768'5.00 METERS (16.40 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1768'WEST E/P,
 AR1768'57.39 METERS (188.27 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1768'SET IN POWER POLE,
 AR1768'0.9 METERS (3.0 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1768'TO REACH THE AZIMUTH FROM THE STATION,
 AR1768'GO SOUTH FOR 1.6 KM (1 MI) ON SR 121 TO THE AZIMUTH ON THE WEST SIDE
 AR1768'OF THE ROAD.  THE AZIMUTH IS NORTHWEST 20.8 METERS (68.4 FT) FROM A
 AR1768'HEADWALL ON EAST R/W OF SR 121, NORTH 10.1 METERS (33 FT) FROM A
 AR1768'HEADWALL ON THE WEST SIDE OF SR 121, SOUTH 34.7 METERS (114 FT)
 AR1768'FROM A POWER POLE, WEST 4.8 METERS (15.8 FT) OF THE E/P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6150 ***********************************************************************
 AF6150  DESIGNATION -  A 116
 AF6150  PID         -  AF6150
 AF6150  STATE/COUNTY-  FL/POLK
 AF6150  USGS QUAD   -  LAKE ARBUCKLE NE (1972)
 AF6150
 AF6150                         *CURRENT SURVEY CONTROL
 AF6150  ___________________________________________________________________
 AF6150* NAD 83(1986)-  27 38 35.     (N)    081 21 16.     (W)     SCALED    
 AF6150* NAVD 88     -        18.659  (meters)      61.22   (feet)  ADJUSTED  
 AF6150  ___________________________________________________________________
 AF6150  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF6150  DYNAMIC HT  -          18.631 (meters)      61.13  (feet)  COMP
 AF6150  MODELED GRAV-     979,132.6   (mgal)                       NAVD 88
 AF6150
 AF6150  VERT ORDER  -  SECOND    CLASS 0
 AF6150
 AF6150.The horizontal coordinates were scaled from a topographic map and have
 AF6150.an estimated accuracy of +/- 6 seconds.
 AF6150
 AF6150.The orthometric height was determined by differential leveling
 AF6150.and adjusted by the National Geodetic Survey in June 1991..
 AF6150
 AF6150.The geoid height was determined by GEOID03.
 AF6150
 AF6150.The dynamic height is computed by dividing the NAVD 88
 AF6150.geopotential number by the normal gravity value computed on the
 AF6150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6150.degrees latitude (g = 980.6199 gals.).
 AF6150
 AF6150.The modeled gravity was interpolated from observed gravity values.
 AF6150
 AF6150;                    North         East    Units  Estimated Accuracy
 AF6150;SPC FL W     -   366,820.      263,700.      MT  (+/- 180 meters Scaled)
 AF6150
 AF6150                          SUPERSEDED SURVEY CONTROL
 AF6150
 AF6150  NGVD 29 (??/??/92)   18.963  (m)           62.21   (f) ADJ UNCH    2 0
 AF6150
 AF6150.Superseded values are not recommended for survey control.
 AF6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6150.See file dsdata.txt to determine how the superseded data were derived.
 AF6150
 AF6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML650577(NAD 83)
 AF6150_MARKER: DB = BENCH MARK DISK
 AF6150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6150_SP_SET: CONCRETE RAMP
 AF6150_STAMPING: A 116 1945
 AF6150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6150
 AF6150  HISTORY     - Date     Condition        Report By
 AF6150  HISTORY     - 1945     MONUMENTED       CGS
 AF6150  HISTORY     - 1964     GOOD             NGS
 AF6150  HISTORY     - 1975     GOOD             NGS
 AF6150  HISTORY     - 20050118 GOOD             INDIV
 AF6150
 AF6150                          STATION DESCRIPTION
 AF6150
 AF6150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AF6150'15 MI NE FROM AVON PARK.
 AF6150'AT AVON ARMY AIR FIELD, POLK COUNTY, AT THE EXTREME SOUTHWEST
 AF6150'CORNER OF APRON C, AND IN THE TOP OF A CONCRETE RAMP.  THE APRON
 AF6150'IS ABOUT 0.3 MILE SOUTH OF THE HANGAR.
 AF6150
 AF6150                          STATION RECOVERY (1975)
 AF6150
 AF6150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AF6150'RECOVERED IN GOOD CONDITION.
 AF6150
 AF6150                          STATION RECOVERY (2005)
 AF6150
 AF6150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AF6150'RECOVERED IN GOOD CONDITION AT FENCE CORNER AT THE EXTREME SW CORNER
 AF6150'OF APRON C. RECOVERY NOTE BY COONER AND ASSOCIATES, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1769 ***********************************************************************
 AR1769  DESIGNATION -  A 117
 AR1769  PID         -  AR1769
 AR1769  STATE/COUNTY-  FL/ALACHUA
 AR1769  USGS QUAD   -  MONTEOCHA (1993)
 AR1769
 AR1769                         *CURRENT SURVEY CONTROL
 AR1769  ___________________________________________________________________
 AR1769* NAD 83(1999)-  29 47 06.39890(N)    082 21 23.45239(W)     ADJUSTED  
 AR1769* NAVD 88     -        49.8    (meters)     163.     (feet)  VERTCON   
 AR1769  ___________________________________________________________________
 AR1769  X           -     736,887.482 (meters)                     COMP
 AR1769  Y           -  -5,490,922.207 (meters)                     COMP
 AR1769  Z           -   3,149,733.000 (meters)                     COMP
 AR1769  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AR1769  ELLIP HEIGHT-          21.74  (meters)          (06/12/02) GPS OBS
 AR1769  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1769
 AR1769  HORZ ORDER  -  SECOND
 AR1769  ELLP ORDER  -  FOURTH    CLASS I
 AR1769
 AR1769.The horizontal coordinates were established by GPS observations
 AR1769.and adjusted by the National Geodetic Survey in June 2002..
 AR1769
 AR1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1769
 AR1769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1769
 AR1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1769
 AR1769.The ellipsoidal height was determined by GPS observations
 AR1769.and is referenced to NAD 83.
 AR1769
 AR1769.The geoid height was determined by GEOID03.
 AR1769
 AR1769;                    North         East     Units Scale Factor Converg.
 AR1769;SPC FL N     -    88,975.682   807,242.748   MT  0.99997053   +1 04 37.8
 AR1769;SPC FL N     -   291,914.38  2,648,428.92   sFT  0.99997053   +1 04 37.8
 AR1769;UTM  17      - 3,295,745.409   368,880.105   MT  0.99981212   -0 40 26.2
 AR1769
 AR1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1769!SPC FL N     -   0.99999659  x   0.99997053  =   0.99996712
 AR1769!UTM  17      -   0.99999659  x   0.99981212  =   0.99980871
 AR1769
 AR1769                          SUPERSEDED SURVEY CONTROL
 AR1769
 AR1769  NAD 83(1990)-  29 47 06.39743(N)    082 21 23.45198(W) AD(       ) 2
 AR1769  ELLIP H (05/01/91)   21.81   (m)                       GP(       ) 4 1
 AR1769  NAD 83(1986)-  29 47 06.40535(N)    082 21 23.45645(W) AD(       ) 2
 AR1769  NGVD 29 (11/17/89)   50.1    (m)          164.     (f) GPS OBS        
 AR1769
 AR1769.Superseded values are not recommended for survey control.
 AR1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1769.See file dsdata.txt to determine how the superseded data were derived.
 AR1769
 AR1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6888095745(NAD 83)
 AR1769_MARKER: DD = SURVEY DISK
 AR1769_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1769_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1769_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1769+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1769
 AR1769  HISTORY     - Date     Condition        Report By
 AR1769  HISTORY     - 1988     MONUMENTED       PMC
 AR1769
 AR1769                          STATION DESCRIPTION
 AR1769
 AR1769'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1769'THE STATION IS LOCATED ABOUT 14.6 KM (9.1 MI)
 AR1769'NORTH-NORTHWEST OF GAINESVILLE.
 AR1769'OWNERSHIP--NW 24 R/W.
 AR1769'
 AR1769'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND SR 121, GO
 AR1769'NORTH FOR 5 KM (3.1 MI) ON SR 121 TO THE JUNCTION WITH ACR 231,
 AR1769'GO NORTH FOR 3.4 KM (2.1 MI) ON ACR 231 TO THE INTERSECTION WITH NW
 AR1769'24 (A GRADED ROAD), GO WEST FOR 1 KM (0.6 MI) ON NW 24 TO THE
 AR1769'STATION ON THE SOUTH SIDE OF THE ROAD AND NORTH OF A 1-STORY BRICK
 AR1769'RESIDENCE.  THE MARK IS WEST 53.6 METERS (176 FT) FROM A 12 IN LIVE
 AR1769'OAK ON THE SOUTH OF NW 24, NORTHWEST 37.3 METERS (10.4 FT) FROM
 AR1769'WESTERN 5 IN PINE OF A PAIR, EAST 37.3 METERS (122.5 FT) FROM A
 AR1769'FENCE CORNER SOUTH OF NW 24, SOUTH 12.8 METERS (42 FT) FROM THE
 AR1769'WEST END OF A 12 IN PVC CULVERT PIPE ON THE NORTH R/W OF NW 24.
 AR1769'
 AR1769'THE STATION IS A STANDARD AC GIS DISK
 AR1769'STAMPED---STATION A117---,
 AR1769'SET INTO THE GROUND 13.5 FT TO REFUSAL (6 IN PVC SLEEVE),
 AR1769'3.10 METERS (10.18 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1769'IN 6 IN PINE,
 AR1769'25.81 METERS (84.69 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1769'POWER POLE,
 AR1769'20.48 METERS (67.18 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1769'5 IN WATER OAK,
 AR1769'36.76 METERS (120.60 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1769'SET IN 8 IN WATER OAK,
 AR1769'0.9 METERS (3.0 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1769'
 AR1769'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1769'STAMPED---AZIMUTH A118---,
 AR1769'SET INTO THE GROUND 29 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1769'10.72 METERS (35.17 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1769'10 IN LAUREL OAK,
 AR1769'35.38 METERS (116.07 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1769'SET IN 26 IN PINE,
 AR1769'8.68 METERS (28.46 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1769'1.1 METERS (3.6 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1769'TO REACH THE AZIMUTH FROM THE STATION,
 AR1769'GO EAST FOR 0.5 KM (0.3 MI) ON NW 24 TO THE AZIMUTH ON THE NORTH.
 AR1769'THE MARK IS NORTHWEST 29 METERS (95 FT) FROM A 12 IN PINE ON THE
 AR1769'SOUTH R/W, WEST 10.7 METERS (35 FT) FROM A 10 IN OAK ON THE NORTH
 AR1769'R/W, SOUTH 1.2 METERS (4 FT) OF A EAST-WEST FENCE ON THE NORTH R/W
 AR1769'EAST 25 METERS (82 FT) OF A T-INTERSECTION OF EAST-WEST FENCE AND
 AR1769'NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0081 ***********************************************************************
 AR0081  DESIGNATION -  A 117 RESET
 AR0081  PID         -  AR0081
 AR0081  STATE/COUNTY-  FL/DIXIE
 AR0081  USGS QUAD   -  CROSS CITY EAST (1993)
 AR0081
 AR0081                         *CURRENT SURVEY CONTROL
 AR0081  ___________________________________________________________________
 AR0081* NAD 83(1986)-  29 37 42.     (N)    083 06 24.     (W)     SCALED    
 AR0081* NAVD 88     -        12.346  (meters)      40.51   (feet)  ADJUSTED  
 AR0081  ___________________________________________________________________
 AR0081  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AR0081  DYNAMIC HT  -          12.329 (meters)      40.45  (feet)  COMP
 AR0081  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AR0081
 AR0081  VERT ORDER  -  FIRST     CLASS I
 AR0081
 AR0081.The horizontal coordinates were scaled from a topographic map and have
 AR0081.an estimated accuracy of +/- 6 seconds.
 AR0081
 AR0081.The orthometric height was determined by differential leveling
 AR0081.and adjusted by the National Geodetic Survey in June 1991..
 AR0081
 AR0081.The geoid height was determined by GEOID03.
 AR0081
 AR0081.The dynamic height is computed by dividing the NAVD 88
 AR0081.geopotential number by the normal gravity value computed on the
 AR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0081.degrees latitude (g = 980.6199 gals.).
 AR0081
 AR0081.The modeled gravity was interpolated from observed gravity values.
 AR0081
 AR0081;                    North         East    Units  Estimated Accuracy
 AR0081;SPC FL N     -    70,470.      734,930.      MT  (+/- 180 meters Scaled)
 AR0081
 AR0081                          SUPERSEDED SURVEY CONTROL
 AR0081
 AR0081  NGVD 29 (??/??/92)   12.557  (m)           41.20   (f) ADJ UNCH    1 1
 AR0081
 AR0081.Superseded values are not recommended for survey control.
 AR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0081.See file dsdata.txt to determine how the superseded data were derived.
 AR0081
 AR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN960794(NAD 83)
 AR0081_MARKER: DB = BENCH MARK DISK
 AR0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0081_STAMPING: A 117 1945 RESET 1966
 AR0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0081+STABILITY: SURFACE MOTION
 AR0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR0081+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1992
 AR0081
 AR0081  HISTORY     - Date     Condition        Report By
 AR0081  HISTORY     - 1966     MONUMENTED       CGS
 AR0081  HISTORY     - 1967     GOOD             NGS
 AR0081  HISTORY     - 19920328 MARK NOT FOUND   NGS
 AR0081  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 AR0081
 AR0081                          STATION DESCRIPTION
 AR0081
 AR0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0081'1.9 MI SE FROM CROSS CITY.
 AR0081'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM THE
 AR0081'ATLANTIC COAST LINE RAILROAD STATION AT CROSS CITY, THENCE 0.4
 AR0081'MILE NORTHWEST ALONG A BLACK TOPPED ROAD, AT THE INSIDE OF A
 AR0081'SHARP CURVE, NEAR THE ABANDONED CROSS CITY AIRPORT, 114 FEET
 AR0081'WEST OF AND ACROSS A DRIVEWAY FROM THE WEST CORNER OF THE
 AR0081'CONCRETE FOUNDATION FOR AN ABANDONED HANGAR, IN SECTION 10,
 AR0081'R 12 E, T 10 S, 29 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY,
 AR0081'50 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY, 1.1 FEET
 AR0081'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVE
 AR0081'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AR0081
 AR0081                          STATION RECOVERY (1992)
 AR0081
 AR0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AR0081'NOTE  AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.  THE MARK IS
 AR0081'PRESUMED DESTROYED.
 AR0081
 AR0081                          STATION RECOVERY (1998)
 AR0081
 AR0081'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5134 ***********************************************************************
 AF5134  DESIGNATION -  A 118
 AF5134  PID         -  AF5134
 AF5134  STATE/COUNTY-  FL/DE SOTO
 AF5134  USGS QUAD   -  LONG ISLAND MARSH NW (1987)
 AF5134
 AF5134                         *CURRENT SURVEY CONTROL
 AF5134  ___________________________________________________________________
 AF5134* NAD 83(1986)-  27 12 33.     (N)    081 41 16.     (W)     SCALED    
 AF5134* NAVD 88     -        22.501  (meters)      73.82   (feet)  ADJUSTED  
 AF5134  ___________________________________________________________________
 AF5134  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AF5134  DYNAMIC HT  -          22.467 (meters)      73.71  (feet)  COMP
 AF5134  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 AF5134
 AF5134  VERT ORDER  -  FIRST     CLASS II
 AF5134
 AF5134.The horizontal coordinates were scaled from a topographic map and have
 AF5134.an estimated accuracy of +/- 6 seconds.
 AF5134
 AF5134.The orthometric height was determined by differential leveling
 AF5134.and adjusted by the National Geodetic Survey in June 1991..
 AF5134
 AF5134.The geoid height was determined by GEOID03.
 AF5134
 AF5134.The dynamic height is computed by dividing the NAVD 88
 AF5134.geopotential number by the normal gravity value computed on the
 AF5134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5134.degrees latitude (g = 980.6199 gals.).
 AF5134
 AF5134.The modeled gravity was interpolated from observed gravity values.
 AF5134
 AF5134;                    North         East    Units  Estimated Accuracy
 AF5134;SPC FL W     -   318,620.      230,930.      MT  (+/- 180 meters Scaled)
 AF5134
 AF5134                          SUPERSEDED SURVEY CONTROL
 AF5134
 AF5134  NGVD 29 (??/??/92)   22.841  (m)           74.94   (f) ADJ UNCH    1 2
 AF5134
 AF5134.Superseded values are not recommended for survey control.
 AF5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5134.See file dsdata.txt to determine how the superseded data were derived.
 AF5134
 AF5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML318097(NAD 83)
 AF5134_MARKER: DB = BENCH MARK DISK
 AF5134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5134_STAMPING: A 118 1945
 AF5134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5134+STABILITY: SURFACE MOTION
 AF5134
 AF5134  HISTORY     - Date     Condition        Report By
 AF5134  HISTORY     - 1945     MONUMENTED       CGS
 AF5134  HISTORY     - 1958     GOOD             NGS
 AF5134  HISTORY     - 1979     MARK NOT FOUND   NGS
 AF5134  HISTORY     - 20010712 MARK NOT FOUND   USPSQD
 AF5134
 AF5134                          STATION DESCRIPTION
 AF5134
 AF5134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AF5134'10.4 MI E FROM ARCADIA.
 AF5134'10.35 MILES EAST ALONG STATE HIGHWAY 70 FROM THE COURTHOUSE AT
 AF5134'ARCADIA, 190 YARDS WEST OF A WOODEN BRIDGE, 39 FT. NORTH OF THE
 AF5134'CENTER LINE OF THE PRESENT HIGHWAY, 64 FT. WEST OF THE WEST END
 AF5134'OF A STEEL GATE, 9.5 FT. EAST OF A POWER POLE 4 FT. SOUTH OF A
 AF5134'FENCE, AT HIGHWAY STATION 1281 + 50, SET IN THE TOP OF A CONCRETE
 AF5134'POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND.
 AF5134
 AF5134                          STATION RECOVERY (1979)
 AF5134
 AF5134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AF5134'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 AF5134
 AF5134                          STATION RECOVERY (2001)
 AF5134
 AF5134'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1618 ***********************************************************************
 AG1618  DESIGNATION -  A 119
 AG1618  PID         -  AG1618
 AG1618  STATE/COUNTY-  FL/CHARLOTTE
 AG1618  USGS QUAD   -  PUNTA GORDA (1987)
 AG1618
 AG1618                         *CURRENT SURVEY CONTROL
 AG1618  ___________________________________________________________________
 AG1618* NAD 83(1986)-  26 55 41.     (N)    082 01 03.     (W)     SCALED    
 AG1618* NAVD 88     -         2.037  (meters)       6.68   (feet)  ADJUSTED  
 AG1618  ___________________________________________________________________
 AG1618  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AG1618  DYNAMIC HT  -           2.034 (meters)       6.67  (feet)  COMP
 AG1618  MODELED GRAV-     979,111.6   (mgal)                       NAVD 88
 AG1618
 AG1618  VERT ORDER  -  FIRST     CLASS II
 AG1618
 AG1618.The horizontal coordinates were scaled from a topographic map and have
 AG1618.an estimated accuracy of +/- 6 seconds.
 AG1618
 AG1618.The orthometric height was determined by differential leveling
 AG1618.and adjusted by the National Geodetic Survey in June 1991..
 AG1618
 AG1618.The geoid height was determined by GEOID03.
 AG1618
 AG1618.The dynamic height is computed by dividing the NAVD 88
 AG1618.geopotential number by the normal gravity value computed on the
 AG1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1618.degrees latitude (g = 980.6199 gals.).
 AG1618
 AG1618.The modeled gravity was interpolated from observed gravity values.
 AG1618
 AG1618;                    North         East    Units  Estimated Accuracy
 AG1618;SPC FL W     -   287,430.      198,260.      MT  (+/- 180 meters Scaled)
 AG1618
 AG1618                          SUPERSEDED SURVEY CONTROL
 AG1618
 AG1618  NGVD 29 (??/??/92)    2.381  (m)            7.81   (f) ADJ UNCH    1 2
 AG1618
 AG1618.Superseded values are not recommended for survey control.
 AG1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1618.See file dsdata.txt to determine how the superseded data were derived.
 AG1618
 AG1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK989788(NAD 83)
 AG1618_MARKER: DB = BENCH MARK DISK
 AG1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1618_STAMPING: A 119 1945
 AG1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1618+STABILITY: SURFACE MOTION
 AG1618
 AG1618  HISTORY     - Date     Condition        Report By
 AG1618  HISTORY     - 1945     MONUMENTED       CGS
 AG1618  HISTORY     - 1957     MARK NOT FOUND   USGS
 AG1618  HISTORY     - 19910127 MARK NOT FOUND   USPSQD
 AG1618  HISTORY     - 19941024 MARK NOT FOUND   USPSQD
 AG1618  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 AG1618
 AG1618                          STATION DESCRIPTION
 AG1618
 AG1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AG1618'1.6 MI E FROM PUNTA GORDA.
 AG1618'1.6 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AG1618'STATION AT PUNTA GORDA, CHARLOTTE COUNTY, THENCE 0.9 MILE
 AG1618'SOUTHEAST ALONG A SAND ROAD, 31 FEET WEST OF THE CENTERLINE
 AG1618'OF A PRIVATE DRIVEWAY, 31 FEET SOUTH OF THE CENTERLINE OF THE
 AG1618'ROAD, 16 FEET NORTHWEST OF AN 8-INCH PINE TREE WITH A PAINTED
 AG1618'BLAZE, 15 FEET NORTH OF A 10-INCH PINE TREE WITH A PAINTED BLAZE,
 AG1618'AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AG1618'DISK, STAMPED A 119 1945 AND SET IN THE TOP OF A CONCRETE POST.
 AG1618
 AG1618                          STATION RECOVERY (1957)
 AG1618
 AG1618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AG1618'MARK NOT FOUND.
 AG1618
 AG1618                          STATION RECOVERY (1991)
 AG1618
 AG1618'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AG1618'MARK NOT FOUND.
 AG1618
 AG1618                          STATION RECOVERY (1994)
 AG1618
 AG1618'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1618'MARK NOT FOUND.
 AG1618
 AG1618                          STATION RECOVERY (2001)
 AG1618
 AG1618'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG1618'ROAD ABANDONED NOW ALL COVERED BY WOODS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1770 ***********************************************************************
 AR1770  DESIGNATION -  A 119
 AR1770  PID         -  AR1770
 AR1770  STATE/COUNTY-  FL/ALACHUA
 AR1770  USGS QUAD   -  MONTEOCHA (1993)
 AR1770
 AR1770                         *CURRENT SURVEY CONTROL
 AR1770  ___________________________________________________________________
 AR1770* NAD 83(1999)-  29 49 48.95684(N)    082 21 33.08646(W)     ADJUSTED  
 AR1770* NAVD 88     -        43.2    (meters)     142.     (feet)  VERTCON   
 AR1770  ___________________________________________________________________
 AR1770  X           -     736,299.408 (meters)                     COMP
 AR1770  Y           -  -5,488,484.774 (meters)                     COMP
 AR1770  Z           -   3,154,072.837 (meters)                     COMP
 AR1770  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AR1770  ELLIP HEIGHT-          15.00  (meters)          (06/12/02) GPS OBS
 AR1770  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1770
 AR1770  HORZ ORDER  -  SECOND
 AR1770  ELLP ORDER  -  FOURTH    CLASS I
 AR1770
 AR1770.The horizontal coordinates were established by GPS observations
 AR1770.and adjusted by the National Geodetic Survey in June 2002..
 AR1770
 AR1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1770
 AR1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1770
 AR1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1770
 AR1770.The ellipsoidal height was determined by GPS observations
 AR1770.and is referenced to NAD 83.
 AR1770
 AR1770.The geoid height was determined by GEOID03.
 AR1770
 AR1770;                    North         East     Units Scale Factor Converg.
 AR1770;SPC FL N     -    93,975.172   806,890.062   MT  0.99996562   +1 04 32.9
 AR1770;SPC FL N     -   308,316.88  2,647,271.81   sFT  0.99996562   +1 04 32.9
 AR1770;UTM  17      - 3,300,752.564   368,680.428   MT  0.99981277   -0 40 34.3
 AR1770
 AR1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1770!SPC FL N     -   0.99999764  x   0.99996562  =   0.99996326
 AR1770!UTM  17      -   0.99999764  x   0.99981277  =   0.99981041
 AR1770
 AR1770                          SUPERSEDED SURVEY CONTROL
 AR1770
 AR1770  NAD 83(1990)-  29 49 48.95537(N)    082 21 33.08590(W) AD(       ) 2
 AR1770  ELLIP H (05/01/91)   15.07   (m)                       GP(       ) 4 1
 AR1770  NAD 83(1986)-  29 49 48.96332(N)    082 21 33.09020(W) AD(       ) 2
 AR1770  NGVD 29 (11/17/89)   43.4    (m)          142.     (f) GPS OBS        
 AR1770
 AR1770.Superseded values are not recommended for survey control.
 AR1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1770.See file dsdata.txt to determine how the superseded data were derived.
 AR1770
 AR1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6868000753(NAD 83)
 AR1770_MARKER: DD = SURVEY DISK
 AR1770_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1770_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1770_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1770+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1770
 AR1770  HISTORY     - Date     Condition        Report By
 AR1770  HISTORY     - 1988     MONUMENTED       PMC
 AR1770
 AR1770                          STATION DESCRIPTION
 AR1770
 AR1770'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1770'THE STATION IS LOCATED ABOUT 20 KM (12.4 MI)
 AR1770'NORTH-NORTHWEST OF GAINESVILLE.
 AR1770'OWNERSHIP--PRIVATE.
 AR1770'
 AR1770'TO REACH THE STATION FROM THE INTERSECTION OF SR 121 AND ACR 231,  GO
 AR1770'NORTH FOR 0.8 KM (5 MI) ON ACR 231 TO A LIMEROCK DRIVE HEADING WEST
 AR1770'(ELECTRIC GATE ACROSS DRIVE),
 AR1770'GO WEST FOR 1 KM (0.6 MI) ON DRIVE THROUGH A COVERED BRIDGE TO A
 AR1770'POINT OUTSIDE OF FENCED MANSION,
 AR1770'GO WEST FOR 0.3 KM (0.2 MI) ON PATH ALONG EAST-WEST BOARD FENCE TO
 AR1770'A PLACE NEAR THE SOUTHWEST CORNER OF A TENNIS COURT,
 AR1770'GO NORTH FOR 91.4 METERS (300 FT) ON WEST EDGE OF TENNIS COURT TO A
 AR1770'PAINTED ORANGE POST NEAR A 4X4 CONC. MON.,
 AR1770'GO NORTHEAST FOR 160.3 METERS (526 FT) ON AN OPEN FIELD TO THE
 AR1770'STATION.
 AR1770'THE STATION IS NORTH 85.3 METERS (280 FT) OF A BOARD FENCE AROUND
 AR1770'MANSION, NORTHEAST 160.3 METERS (526 FT) FROM A 4X4 CONC. MON.,
 AR1770'WEST 89.3 METERS (293 FT) FROM AN 18 IN OAK IN A NORTH-SOUTH TREE
 AR1770'LINE, SOUTH 105.2 METERS (345 FT) FROM A 24 IN OAK IN A CLUSTER OF
 AR1770'OAKS, NORTHWEST 45.1 METERS (148 FT) FROM A 36 IN OAK,
 AR1770'NORTHWEST 115.2 METERS (378 FT) FROM A TV ANTENNA TOWER, NORTHWEST
 AR1770'83.5 METERS (274 FT) FROM A 12 IN PINE NEAR A BOARD FENCE.
 AR1770'
 AR1770'THE STATION IS A STANDARD AC GIS DISK
 AR1770'STAMPED---STATION A119---,
 AR1770'SET INTO GROUND 15 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1770'44.84 METERS (147.10 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1770'SET IN 36 IN OAK,
 AR1770'12.20 METERS (40.02 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1770'SET IN GROUND,
 AR1770'9.82 METERS (32.20 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1770'SET IN GROUND,
 AR1770'12.26 METERS (40.22 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1770'SET IN GROUND,
 AR1770'0.8 METERS (2.5 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1770'
 AR1770'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1770'STAMPED---AZIMUTH A120---,
 AR1770'SET INTO GROUND 18 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1770'9.70 METERS (31.81 FT) NORTH FROM A  NAIL AND CAP (NO 3765) SET
 AR1770'IN 14 IN SWEET GUM,
 AR1770'10.06 METERS (32.99 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1770'IN 18 IN SWEET GUM,
 AR1770'6.43 METERS (21.10 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET
 AR1770'IN GROUND,
 AR1770'0.6 METERS (2.0 FT) SOUTH FROM A CARSONITE WITNESS POST.
 AR1770'TO REACH THE AZIMUTH FROM THE STATION,
 AR1770'GO SOUTH FOR 243.8 METERS (800 FT) ON TRAIL ROAD TO THE
 AR1770'T-INTERSECTION WITH AN EAST-WEST TRAIL ROAD, GO WESTERLY ALONG
 AR1770'TRAIL ROAD ACROSS OPEN FIELD FOR 304.8 METERS (1000 FT) TO A BEND
 AR1770'IN TRAIL ROAD TO SOUTHWEST, CONTINUE SOUTHWESTERLY ALONG TRAIL ROAD
 AR1770'FOR 121.9 METERS (400 FT) TO THE AZIMUTH MARK ON THE EAST SIDE
 AR1770'OF THE TRAIL ROAD.  THE MARK IS 53.8 METERS (176.5 FT) EAST FROM
 AR1770'TWIN 40 IN OAKS, 10.1 METERS (33 FT) NORTHEAST FROM A 24 IN SWEET
 AR1770'GUM TREE ON WEST EDGE OF A CLUSTER OF SWEET GUMS, 9.9 METERS
 AR1770'(32.5 FT) NORTH FROM A 20 IN SWEET GUM ON THE SOUTHEAST EDGE OF
 AR1770'SAID CLUSTER OF SWEET GUMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1423 ***********************************************************************
 AR1423  DESIGNATION -  A 12
 AR1423  PID         -  AR1423
 AR1423  STATE/COUNTY-  FL/DIXIE
 AR1423  USGS QUAD   -  VISTA (1993)
 AR1423
 AR1423                         *CURRENT SURVEY CONTROL
 AR1423  ___________________________________________________________________
 AR1423* NAD 83(1986)-  29 23 20.     (N)    083 04 37.     (W)     SCALED    
 AR1423* NAVD 88     -         3.277  (meters)      10.75   (feet)  ADJUSTED  
 AR1423  ___________________________________________________________________
 AR1423  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1423  DYNAMIC HT  -           3.272 (meters)      10.73  (feet)  COMP
 AR1423  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 AR1423
 AR1423  VERT ORDER  -  SECOND    CLASS I
 AR1423
 AR1423.The horizontal coordinates were scaled from a topographic map and have
 AR1423.an estimated accuracy of +/- 6 seconds.
 AR1423
 AR1423.The orthometric height was determined by differential leveling
 AR1423.and adjusted by the National Geodetic Survey in June 1991..
 AR1423
 AR1423.The geoid height was determined by GEOID03.
 AR1423
 AR1423.The dynamic height is computed by dividing the NAVD 88
 AR1423.geopotential number by the normal gravity value computed on the
 AR1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1423.degrees latitude (g = 980.6199 gals.).
 AR1423
 AR1423.The modeled gravity was interpolated from observed gravity values.
 AR1423
 AR1423;                    North         East    Units  Estimated Accuracy
 AR1423;SPC FL N     -    43,970.      738,140.      MT  (+/- 180 meters Scaled)
 AR1423
 AR1423                          SUPERSEDED SURVEY CONTROL
 AR1423
 AR1423.No superseded survey control is available for this station.
 AR1423
 AR1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN984528(NAD 83)
 AR1423_MARKER: DB = BENCH MARK DISK
 AR1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1423_SP_SET: CONCRETE POST
 AR1423_STAMPING: DNR A12
 AR1423_MARK LOGO: FLDNR 
 AR1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1423+STABILITY: SURFACE MOTION
 AR1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1423+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 AR1423
 AR1423  HISTORY     - Date     Condition        Report By
 AR1423  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1423  HISTORY     - 19940917 GOOD             USPSQD
 AR1423  HISTORY     - 20000509 GOOD             FLDEP
 AR1423
 AR1423                          STATION DESCRIPTION
 AR1423
 AR1423'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1423'15.7 MI SW FROM OLD TOWN.
 AR1423'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1423'HIGHWAY 19 AND STATE HIGHWAY SR349 PROCEED SOUTH ALONG SR349 ABOUT
 AR1423'15.7 MILES.
 AR1423'ABOUT 44.9 FEET S40E FROM THE CENTERLINE OF SR349,ABOUT 219.7 FEET
 AR1423'N75E FROM A POWER POLE.
 AR1423'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1423'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1423
 AR1423                          STATION RECOVERY (1994)
 AR1423
 AR1423'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1423'RECOVERED IN GOOD CONDITION.
 AR1423
 AR1423                          STATION RECOVERY (2000)
 AR1423
 AR1423'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AR1423'THE MARK IS ABOUT 16.7 MI (26.9 KM) SOUTHWEST OF OLD TOWN, ON COUNTY
 AR1423'ROAD 349 IN SECTION 35, TOWNSHIP 12 SOUTH, RANGE 12 EAST. TO REACH THE
 AR1423'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (U.S. HIGHWAY 27 AND 98)
 AR1423'AND COUNTY ROAD 349 IN OLD TOWN, GO SOUTHWEST ON COUNTY ROAD 349 FOR
 AR1423'16.8 MI (27.0 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A 10-INCH
 AR1423'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY
 AR1423'ROAD 349. LOCATED 291.0 FT (88.7 M) NORTHEAST OF THE EXTENDED
 AR1423'CENTERLINE OF TURKEY DRAIN ROAD (A DIM TRACK ROAD LEADING NORTHEAST),
 AR1423'225.0 FT (68.6 M) EAST OF AND ACROSS COUNTY ROAD 349 FROM A CURVE
 AR1423'SIGN, 44.9 FT (13.7 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 349
 AR1423'AND 1.0 FT (0.3 M) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1531 ***********************************************************************
 AG1531  DESIGNATION -  A 12
 AG1531  PID         -  AG1531
 AG1531  STATE/COUNTY-  FL/SARASOTA
 AG1531  USGS QUAD   -  BEE RIDGE (1987)
 AG1531
 AG1531                         *CURRENT SURVEY CONTROL
 AG1531  ___________________________________________________________________
 AG1531* NAD 83(1990)-  27 20 18.19770(N)    082 23 56.17620(W)     ADJUSTED  
 AG1531* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AG1531  ___________________________________________________________________
 AG1531  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AG1531  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AG1531
 AG1531  HORZ ORDER  -  SECOND
 AG1531
 AG1531.The horizontal coordinates were established by classical geodetic methods
 AG1531.and adjusted by the National Geodetic Survey in May 1991..
 AG1531
 AG1531.The orthometric height was scaled from a topographic map.
 AG1531
 AG1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1531
 AG1531.The geoid height was determined by GEOID03.
 AG1531
 AG1531;                    North         East     Units Scale Factor Converg.
 AG1531;SPC FL W     -   332,960.473   160,524.816   MT  0.99996041   -0 10 59.6
 AG1531;SPC FL W     - 1,092,387.82    526,655.17   sFT  0.99996041   -0 10 59.6
 AG1531;UTM  17      - 3,024,691.716   361,613.977   MT  0.99983640   -0 38 33.2
 AG1531
 AG1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1531!SPC FL W     -   1.00000216  x   0.99996041  =   0.99996257
 AG1531!UTM  17      -   1.00000216  x   0.99983640  =   0.99983856
 AG1531
 AG1531:                Primary Azimuth Mark                     Grid Az
 AG1531:SPC FL W     -  GOODRICH RESET                           089 03 27.7
 AG1531:UTM  17      -  GOODRICH RESET                           089 31 01.3
 AG1531
 AG1531|---------------------------------------------------------------------|
 AG1531| PID    Reference Object                     Distance      Geod. Az  |
 AG1531|                                                           dddmmss.s |
 AG1531| AG7670 GOODRICH RESET                      APPROX. 2.0 KM 0885228.1 |
 AG1531| CW6876 A 12 RM 1                            23.963 METERS 25238     |
 AG1531| AG1535 B 12                                APPROX. 1.3 KM 2685758.6 |
 AG1531| AG1934 G 93                                 24.337 METERS 30114     |
 AG1531|---------------------------------------------------------------------|
 AG1531
 AG1531                          SUPERSEDED SURVEY CONTROL
 AG1531
 AG1531  NAD 83(1986)-  27 20 18.19648(N)    082 23 56.18730(W) AD(       ) 2
 AG1531  NAD 27      -  27 20 17.03032(N)    082 23 56.84798(W) AD(       ) 2
 AG1531
 AG1531.Superseded values are not recommended for survey control.
 AG1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1531.See file dsdata.txt to determine how the superseded data were derived.
 AG1531
 AG1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6161424692(NAD 83)
 AG1531_MARKER: DD = SURVEY DISK
 AG1531_SETTING: 0 = UNSPECIFIED SETTING
 AG1531
 AG1531  HISTORY     - Date     Condition        Report By
 AG1531  HISTORY     - 1944     MONUMENTED       CGS
 AG1531  HISTORY     - 1963     MARK NOT FOUND   CGS
 AG1531  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG1531
 AG1531                          STATION DESCRIPTION
 AG1531
 AG1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1531'STATION IS 7.85 MILES E ALONG STATE HIGHWAY 18 FROM THE
 AG1531'ATLANTIC COAST LINE RAILROAD STATION IN SARASOTA, 0.15 MILE E
 AG1531'OF HIGHWAY BRIDGE 28, 1.35 MILES W OF U.S.C. AND
 AG1531'G.S. TRIANGULATION STATION GOODRICH 1934, 12 FEET S OF THE
 AG1531'CENTER LINE OF THE HIGHWAY, 5 FEET S OF THE EDGE OF THE HIGHWAY,
 AG1531'AND 23 FEET N OF A FENCE LINE.  IT IS STAMPED A 12 1944 AND
 AG1531'IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 AG1531'
 AG1531'SURFACE, REFERENCE MARK 1, AND AZIMUTH MARK ARE BRONZE DISKS
 AG1531'SET IN THE TOP OF CONCRETE POSTS.
 AG1531'
 AG1531'REFERENCE MARK 1 IS SW OF THE STATION, 34 FEET S OF THE CENTER
 AG1531'LINE OF STATE HIGHWAY 18, AND 1 FOOT N OF A FENCE LINE.  IT IS
 AG1531'STAMPED A 12 NO 1 1944 AND PROJECTS ABOUT 4 INCHES.
 AG1531'
 AG1531'REFERENCE MARK 2 IS U.S.C. AND G.S. BENCH MARK G 93.  IT IS NW
 AG1531'OF THE STATION, 30 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 AG1531'18, 13 FEET E BY S OF THE E POST OF A FIELD GATE, AND 4-1/2
 AG1531'FEET S OF A FENCE LINE.  IT IS A BRONZE BENCH-MARK DISK,
 AG1531'STAMPED G 93 1942, SET FLUSH IN THE TOP OF A 6-INCH SQUARE
 AG1531'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 AG1531'
 AG1531'THE AZIMUTH MARKS FOR THIS STATION ARE TRAVERSE STATION B 12,
 AG1531'0.8 MILE W ALONG STATE HIGHWAY 18, AND U.S.C. AND
 AG1531'G.S. TRIANGULATION STATION GOODRICH 1934, 1.35 MILES E ALONG
 AG1531'THE HIGHWAY.
 AG1531'
 AG1531'TO REACH THE STATION FROM THE ATLANTIC COAST LINE RAILROAD
 AG1531'STATION IN SARASOTA, GO E ON STATE HIGHWAY 18 FOR 7.85 MILES
 AG1531'TO THE MARK ON THE RIGHT AS DESCRIBED.
 AG1531'
 AG1531'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AG1531
 AG1531                          STATION RECOVERY (1963)
 AG1531
 AG1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AG1531'THE STATION MARK, REFERENCE MARK 1 AND BENCH MARK G 93 1942 ARE
 AG1531'BELIEVED TO HAVE BEEN DESTROYED DURING CONSTRUCTION.  ONE
 AG1531'UNIDENTIFIED MONUMENT WAS FOUND LYING ON THE GROUND.
 AG1531
 AG1531                          STATION RECOVERY (2002)
 AG1531
 AG1531'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG1531'A12 A12RM1 A12RM2 NOT RECOVERED  NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0319 ***********************************************************************
 AA0319  DESIGNATION -  A 121
 AA0319  PID         -  AA0319
 AA0319  STATE/COUNTY-  FL/MONROE
 AA0319  USGS QUAD   -  MARATHON (1971)
 AA0319
 AA0319                         *CURRENT SURVEY CONTROL
 AA0319  ___________________________________________________________________
 AA0319* NAD 83(1986)-  24 43 20.     (N)    081 03 24.     (W)     SCALED    
 AA0319* NAVD 88     -         1.087  (meters)       3.57   (feet)  ADJUSTED  
 AA0319  ___________________________________________________________________
 AA0319  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AA0319  DYNAMIC HT  -           1.085 (meters)       3.56  (feet)  COMP
 AA0319  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0319
 AA0319  VERT ORDER  -  FIRST     CLASS II
 AA0319
 AA0319.This mark is at Marathon Airport (MTH)
 AA0319
 AA0319.The horizontal coordinates were scaled from a topographic map and have
 AA0319.an estimated accuracy of +/- 6 seconds.
 AA0319
 AA0319.The orthometric height was determined by differential leveling
 AA0319.and adjusted by the National Geodetic Survey in June 1991..
 AA0319.WARNING-Repeat measurements at this control monument indicate possible
 AA0319.vertical movement.
 AA0319
 AA0319.The geoid height was determined by GEOID03.
 AA0319
 AA0319.The dynamic height is computed by dividing the NAVD 88
 AA0319.geopotential number by the normal gravity value computed on the
 AA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0319.degrees latitude (g = 980.6199 gals.).
 AA0319
 AA0319.The modeled gravity was interpolated from observed gravity values.
 AA0319
 AA0319;                    North         East    Units  Estimated Accuracy
 AA0319;SPC FL E     -    43,070.      194,270.      MT  (+/- 180 meters Scaled)
 AA0319
 AA0319                          SUPERSEDED SURVEY CONTROL
 AA0319
 AA0319  NGVD 29 (09/01/92)    1.526  (m)            5.01   (f) ADJUSTED    1 2
 AA0319
 AA0319.Superseded values are not recommended for survey control.
 AA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0319.See file dsdata.txt to determine how the superseded data were derived.
 AA0319
 AA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH942341(NAD 83)
 AA0319_MARKER: DB = BENCH MARK DISK
 AA0319_SETTING: 66 = SET IN ROCK OUTCROP
 AA0319_SP_SET: BEDROCK
 AA0319_STAMPING: A 121 1945
 AA0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0319+STABILITY: POSITION/ELEVATION WELL
 AA0319
 AA0319  HISTORY     - Date     Condition        Report By
 AA0319  HISTORY     - 1945     MONUMENTED       CGS
 AA0319  HISTORY     - 1966     GOOD             NGS
 AA0319  HISTORY     - 1978     GOOD             NGS
 AA0319  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AA0319
 AA0319                          STATION DESCRIPTION
 AA0319
 AA0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0319'1.4 MI E FROM MARATHON.
 AA0319'ABOUT 1.45 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0319'AT MARATHON, 0.8 MILE WEST OF THE MAIN OFFICE BUILDING FOR THE
 AA0319'MARATHON FLIGHT STRIP, SET ON THE TOP OF A 2-BY-2-FOOT EXPOSED
 AA0319'PORTION OF BEDROCK, 60 FEET NORTH OF THE CENTER LINE OF THE
 AA0319'HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 AA0319'40 1/2 FEET NORTHEAST OF CABLE LINE POLE NO. 17941 1/2, 19 FEET
 AA0319'WEST OF THE CENTER LINE OF AN ABANDONED ENTRANCE TO FLIGHT
 AA0319'STRIP, 105 YARDS SOUTH OF THE SOUTH SIDE OF THE STRIP, ABOUT
 AA0319'0.4 MILE EAST OF THE WEST END OF THE FLIGHT STRIP AND ABOUT
 AA0319'LEVEL WITH THE HIGHWAY.
 AA0319
 AA0319                          STATION RECOVERY (1978)
 AA0319
 AA0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0319'RECOVERED IN GOOD CONDITION.
 AA0319
 AA0319                          STATION RECOVERY (1983)
 AA0319
 AA0319'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AA0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1771 ***********************************************************************
 AR1771  DESIGNATION -  A 121
 AR1771  PID         -  AR1771
 AR1771  STATE/COUNTY-  FL/ALACHUA
 AR1771  USGS QUAD   -  MONTEOCHA (1993)
 AR1771
 AR1771                         *CURRENT SURVEY CONTROL
 AR1771  ___________________________________________________________________
 AR1771* NAD 83(1999)-  29 50 00.40899(N)    082 17 53.72459(W)     ADJUSTED  
 AR1771* NAVD 88     -        34.1    (meters)     112.     (feet)  VERTCON   
 AR1771  ___________________________________________________________________
 AR1771  X           -     742,111.399 (meters)                     COMP
 AR1771  Y           -  -5,487,516.900 (meters)                     COMP
 AR1771  Z           -   3,154,374.178 (meters)                     COMP
 AR1771  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AR1771  ELLIP HEIGHT-           5.83  (meters)          (06/12/02) GPS OBS
 AR1771  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1771
 AR1771  HORZ ORDER  -  SECOND
 AR1771  ELLP ORDER  -  FOURTH    CLASS I
 AR1771
 AR1771.The horizontal coordinates were established by GPS observations
 AR1771.and adjusted by the National Geodetic Survey in June 2002..
 AR1771
 AR1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1771
 AR1771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1771
 AR1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1771
 AR1771.The ellipsoidal height was determined by GPS observations
 AR1771.and is referenced to NAD 83.
 AR1771
 AR1771.The geoid height was determined by GEOID03.
 AR1771
 AR1771;                    North         East     Units Scale Factor Converg.
 AR1771;SPC FL N     -    94,439.866   812,771.243   MT  0.99996530   +1 06 23.2
 AR1771;SPC FL N     -   309,841.46  2,666,566.99   sFT  0.99996530   +1 06 23.2
 AR1771;UTM  17      - 3,301,037.167   374,572.112   MT  0.99979410   -0 38 45.4
 AR1771
 AR1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1771!SPC FL N     -   0.99999908  x   0.99996530  =   0.99996438
 AR1771!UTM  17      -   0.99999908  x   0.99979410  =   0.99979318
 AR1771
 AR1771                          SUPERSEDED SURVEY CONTROL
 AR1771
 AR1771  NAD 83(1990)-  29 50 00.40752(N)    082 17 53.72428(W) AD(       ) 2
 AR1771  ELLIP H (05/01/91)    5.90   (m)                       GP(       ) 4 1
 AR1771  NAD 83(1986)-  29 50 00.41588(N)    082 17 53.72870(W) AD(       ) 2
 AR1771  NGVD 29 (11/17/89)   34.3    (m)          113.     (f) GPS OBS        
 AR1771
 AR1771.Superseded values are not recommended for survey control.
 AR1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1771.See file dsdata.txt to determine how the superseded data were derived.
 AR1771
 AR1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7457201037(NAD 83)
 AR1771_MARKER: DD = SURVEY DISK
 AR1771_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1771_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1771_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1771+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1771
 AR1771  HISTORY     - Date     Condition        Report By
 AR1771  HISTORY     - 1988     MONUMENTED       PMC
 AR1771
 AR1771                          STATION DESCRIPTION
 AR1771
 AR1771'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1771'THE STATION IS LOCATED ABOUT 20.4 KM (12.7 MI)
 AR1771'NORTH-NORTHEAST OF GAINESVILLE.
 AR1771'OWNERSHIP--PRIVATE.
 AR1771'
 AR1771'TO REACH THE STATION FROM THE INTERSECTION OF ACR 225 AND ACR 340, GO
 AR1771'WEST FOR 1.3 KM (0.8 MI) ON ACR 340 TO THE T-INTERSECTION WITH
 AR1771'NE 31-A (NE 31-A BEING A GRADED ROAD TO THE NORTH), PROCEED ALONG
 AR1771'NE 31-A NORTHERLY A DISTANCE  OF 3.9 KM (2.4 MILES) TO A DIRT ROAD
 AR1771'BEARING EAST (THIS DIRT ROAD INTERSECTS THE GRADED ROAD WHERE THE
 AR1771'GRADED ROADS TURNS 90 DEGREES TO THE WEST), PROCEED EASTERLY ALONG
 AR1771'DIRT ROAD FOR 0.5 KM (0.3 MILES) TO AS Y-INTERSECTION WITH A DIRT
 AR1771'ROAD BEARING EAST, FOLLOW DIRT ROAD IN A GENERAL NORTHEASTERLY
 AR1771'DIRECTION (MEANDERS) 0.3 KM (0.2 MILES) TO THE STATION ON THE EAST
 AR1771'SIDE OF DIRT ROAD .  THE MARK IS 2.7 METERS (9 FT) EAST OF DIRT
 AR1771'ROAD, 44 METERS (144.L5 FEET) NORTH FROM A POWER POLE EAST OF DIRT
 AR1771'ROAD, 97.7 METERS (195.8 FT) SOUTHWEST FROM A 20 IN SWEET GUM AT
 AR1771'SOULTHWEST EDGE OF WOODLINE.
 AR1771'
 AR1771'THE STATION IS A STANDARD AC GIS DISK
 AR1771'STAMPED---STATION A121---,
 AR1771'SET INTO GROUND 8 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1771'59.26 METERS (194.41 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1771'SET IN 20 IN SWEET GUM,
 AR1771'44.00 METERS (144.36 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET
 AR1771'IN POWER POLE,
 AR1771'33.14 METERS (108.73 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET
 AR1771'IN 4 IN SWEET GUM,
 AR1771'6.98 METERS (22.90 FT) EAST FROM A REBAR AND CAP (NO 3765) SET IN
 AR1771'GROUND,
 AR1771'0.9 METERS (3 FT) NORTH FROM A CARSONITE WITNESS POST.
 AR1771'
 AR1771'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1771'STAMPED---AZIMUTH A122---,
 AR1771'SET INTO GROUND 21 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1771'3.51 METERS (11.53 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1771'IN 3 IN OAK,
 AR1771'23.43 METERS (76.86 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET
 AR1771'IN 8 IN OAK,
 AR1771'14.86 METERS (48.74 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1771'SET IN 4 IN OAK,
 AR1771'0.76 METERS (2.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1771'TO REACH THE AZIMUTH FROM THE STATION,
 AR1771'GO EAST FOR 0.3 KM (0.2 MI) ON DIRT ROAD FROM THE WYE INTERSECTION
 AR1771'TO THE END OF THE ROAD AND AN OPEN FIELD TO THE EAST, GO SOUTH AND
 AR1771'EAST ALONG TREE LINE OF THE FIELD 182.9 METERS (600 FT) TO A TRAIL
 AR1771'ROAD HEADING SOUTH AND THE MARK  ON SOUTH EDGE OF FIELD.  THE MARK
 AR1771'IS SOUTHEAST 69.8 METERS (229 FT) FROM A 30 IN LIVE OAK IN A GROUP
 AR1771'OF TREES PROTRUDING WESTERLY INTO THE FIELD FROM EAST TREE LINE,
 AR1771'SOUTHWEST 91.7 METERS (301 FT) FROM A 30 IN OAK IN SAME GROUP OF
 AR1771'TREES, NORTH 23.5 METERS (77 FT) OF AN 8 IN OAK AT EAST EDGE OF
 AR1771'TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2996 ***********************************************************************
 AK2996  DESIGNATION -  A 122
 AK2996  PID         -  AK2996
 AK2996  STATE/COUNTY-  FL/BREVARD
 AK2996  USGS QUAD   -  TROPIC (1988)
 AK2996
 AK2996                         *CURRENT SURVEY CONTROL
 AK2996  ___________________________________________________________________
 AK2996* NAD 83(1986)-  28 08 20.     (N)    080 34 52.     (W)     SCALED    
 AK2996* NAVD 88     -         4.026  (meters)      13.21   (feet)  ADJUSTED  
 AK2996  ___________________________________________________________________
 AK2996  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2996  DYNAMIC HT  -           4.020 (meters)      13.19  (feet)  COMP
 AK2996  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AK2996
 AK2996  VERT ORDER  -  FIRST     CLASS II
 AK2996
 AK2996.The horizontal coordinates were scaled from a topographic map and have
 AK2996.an estimated accuracy of +/- 6 seconds.
 AK2996
 AK2996.The orthometric height was determined by differential leveling
 AK2996.and adjusted by the National Geodetic Survey in June 1991..
 AK2996
 AK2996.The geoid height was determined by GEOID03.
 AK2996
 AK2996.The dynamic height is computed by dividing the NAVD 88
 AK2996.geopotential number by the normal gravity value computed on the
 AK2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2996.degrees latitude (g = 980.6199 gals.).
 AK2996
 AK2996.The modeled gravity was interpolated from observed gravity values.
 AK2996
 AK2996;                    North         East    Units  Estimated Accuracy
 AK2996;SPC FL E     -   421,670.      241,150.      MT  (+/- 180 meters Scaled)
 AK2996
 AK2996                          SUPERSEDED SURVEY CONTROL
 AK2996
 AK2996  NGVD 29 (??/??/92)    4.46   (m)           14.6    (f) COMPUTED    1 2
 AK2996
 AK2996.Superseded values are not recommended for survey control.
 AK2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2996.See file dsdata.txt to determine how the superseded data were derived.
 AK2996
 AK2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411126(NAD 83)
 AK2996_MARKER: DB = BENCH MARK DISK
 AK2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2996_STAMPING: A 122 1945
 AK2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2996+STABILITY: SURFACE MOTION
 AK2996
 AK2996  HISTORY     - Date     Condition        Report By
 AK2996  HISTORY     - 1945     MONUMENTED       CGS
 AK2996  HISTORY     - 1953     GOOD             NGS
 AK2996  HISTORY     - 1965     MARK NOT FOUND   NGS
 AK2996  HISTORY     - 19950116 GOOD             USPSQD
 AK2996  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AK2996  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AK2996
 AK2996                          STATION DESCRIPTION
 AK2996
 AK2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK2996'6 MI NE FROM MELBOURNE.
 AK2996'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA
 AK2996'EAST COAST RAILWAY STATION AT MELBOURNE, THENCE ABOUT 3.35 MILES
 AK2996'NORTH ALONG STATE HIGHWAY A1A, AT THE JUNCTION OF STATE HIGHWAY
 AK2996'518 LEADING WEST TO EAU GALLIE, 52 FEET WEST OF CENTER LINE OF
 AK2996'HIGHWAY A1A, 30 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY 518,
 AK2996'66 FEET NORTHWEST OF CENTER OF JUNCTION, 7 FEET SOUTHWEST OF A
 AK2996'POWER POLE, 2 FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AK2996'ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 AK2996'CONCRETE POST FLUSH WITH GROUND.  MARK IS ABOUT 2.9 MILES EAST
 AK2996'ALONG STATE HIGHWAY 518 FROM THE POST OFFICE AT EAU GALLIE,
 AK2996'BREVARD COUNTY.
 AK2996
 AK2996                          STATION RECOVERY (1965)
 AK2996
 AK2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK2996'MARK NOT FOUND.
 AK2996
 AK2996                          STATION RECOVERY (1995)
 AK2996
 AK2996'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2996'RECOVERED IN GOOD CONDITION.
 AK2996
 AK2996                          STATION RECOVERY (2002)
 AK2996
 AK2996'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK2996'NO EVIDENCE OF WITNESS POST.
 AK2996
 AK2996                          STATION RECOVERY (2003)
 AK2996
 AK2996'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK2996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1234 ***********************************************************************
 AQ1234  DESIGNATION -  A 123
 AQ1234  PID         -  AQ1234
 AQ1234  STATE/COUNTY-  FL/VOLUSIA
 AQ1234  USGS QUAD   -  DE LAND (1993)
 AQ1234
 AQ1234                         *CURRENT SURVEY CONTROL
 AQ1234  ___________________________________________________________________
 AQ1234* NAD 83(1986)-  29 03 45.     (N)    081 16 55.     (W)     SCALED    
 AQ1234* NAVD 88     -        23.431  (meters)      76.87   (feet)  ADJUSTED  
 AQ1234  ___________________________________________________________________
 AQ1234  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AQ1234  DYNAMIC HT  -          23.398 (meters)      76.76  (feet)  COMP
 AQ1234  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 AQ1234
 AQ1234  VERT ORDER  -  SECOND    CLASS 0
 AQ1234
 AQ1234.This mark is at Deland Mun Sidney H Taylor Fld Airport (DED)
 AQ1234
 AQ1234.The horizontal coordinates were scaled from a topographic map and have
 AQ1234.an estimated accuracy of +/- 6 seconds.
 AQ1234
 AQ1234.The orthometric height was determined by differential leveling
 AQ1234.and adjusted by the National Geodetic Survey in June 1991..
 AQ1234
 AQ1234.The geoid height was determined by GEOID03.
 AQ1234
 AQ1234.The dynamic height is computed by dividing the NAVD 88
 AQ1234.geopotential number by the normal gravity value computed on the
 AQ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1234.degrees latitude (g = 980.6199 gals.).
 AQ1234
 AQ1234.The modeled gravity was interpolated from observed gravity values.
 AQ1234
 AQ1234;                    North         East    Units  Estimated Accuracy
 AQ1234;SPC FL E     -   523,990.      172,550.      MT  (+/- 180 meters Scaled)
 AQ1234
 AQ1234                          SUPERSEDED SURVEY CONTROL
 AQ1234
 AQ1234  NGVD 29 (??/??/92)   23.750  (m)           77.92   (f) ADJ UNCH    2 0
 AQ1234
 AQ1234.Superseded values are not recommended for survey control.
 AQ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1234.See file dsdata.txt to determine how the superseded data were derived.
 AQ1234
 AQ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN725149(NAD 83)
 AQ1234_MARKER: DB = BENCH MARK DISK
 AQ1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1234_SP_SET: CONCRETE DOOR
 AQ1234_STAMPING: A 123 1945
 AQ1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1234
 AQ1234  HISTORY     - Date     Condition        Report By
 AQ1234  HISTORY     - 1945     MONUMENTED       CGS
 AQ1234  HISTORY     - 1954     GOOD             AMS
 AQ1234  HISTORY     - 1977     MARK NOT FOUND   NGS
 AQ1234  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1234
 AQ1234                          STATION DESCRIPTION
 AQ1234
 AQ1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AQ1234'3.4 MI NE FROM DE LAND.
 AQ1234'ABOUT 1.8 MILE NORTH ALONG U.S. HIGHWAY NO. 17 FROM THE COUNTY
 AQ1234'COURTHOUSE AT DE LAND, THENCE 1.6 MILE EAST ALONG U.S. HIGHWAY NO.
 AQ1234'92, AT DE LAND NAVAL AIR STATION, SET AT THE NORTHEAST CORNER
 AQ1234'OF THE MAIN HANGAR, 21 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AQ1234'HANGAR, ABOUT 2.9 FEET ABOVE THE GROUND, BRONZE DISK SET IN A
 AQ1234'CONCRETE DOOR STOP.
 AQ1234
 AQ1234                          STATION RECOVERY (1954)
 AQ1234
 AQ1234'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 AQ1234'RECOVERED IN GOOD CONDITION.
 AQ1234
 AQ1234                          STATION RECOVERY (1977)
 AQ1234
 AQ1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1234'MARK NOT FOUND.
 AQ1234
 AQ1234                          STATION RECOVERY (1990)
 AQ1234
 AQ1234'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1772 ***********************************************************************
 AR1772  DESIGNATION -  A 123
 AR1772  PID         -  AR1772
 AR1772  STATE/COUNTY-  FL/ALACHUA
 AR1772  USGS QUAD   -  MONTEOCHA (1993)
 AR1772
 AR1772                         *CURRENT SURVEY CONTROL
 AR1772  ___________________________________________________________________
 AR1772* NAD 83(1999)-  29 52 20.34120(N)    082 21 28.10702(W)     ADJUSTED  
 AR1772* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 AR1772  ___________________________________________________________________
 AR1772  X           -     736,122.011 (meters)                     COMP
 AR1772  Y           -  -5,486,157.421 (meters)                     COMP
 AR1772  Z           -   3,158,109.968 (meters)                     COMP
 AR1772  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AR1772  ELLIP HEIGHT-           3.39  (meters)          (06/12/02) GPS OBS
 AR1772  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AR1772
 AR1772  HORZ ORDER  -  SECOND
 AR1772  ELLP ORDER  -  FOURTH    CLASS I
 AR1772
 AR1772.The horizontal coordinates were established by GPS observations
 AR1772.and adjusted by the National Geodetic Survey in June 2002..
 AR1772
 AR1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1772
 AR1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1772
 AR1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1772
 AR1772.The ellipsoidal height was determined by GPS observations
 AR1772.and is referenced to NAD 83.
 AR1772
 AR1772.The geoid height was determined by GEOID03.
 AR1772
 AR1772;                    North         East     Units Scale Factor Converg.
 AR1772;SPC FL N     -    98,638.065   806,936.146   MT  0.99996160   +1 04 35.4
 AR1772;SPC FL N     -   323,615.05  2,647,423.01   sFT  0.99996160   +1 04 35.4
 AR1772;UTM  17      - 3,305,411.162   368,869.058   MT  0.99981216   -0 40 35.0
 AR1772
 AR1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1772!SPC FL N     -   0.99999947  x   0.99996160  =   0.99996107
 AR1772!UTM  17      -   0.99999947  x   0.99981216  =   0.99981163
 AR1772
 AR1772                          SUPERSEDED SURVEY CONTROL
 AR1772
 AR1772  NAD 83(1990)-  29 52 20.33971(N)    082 21 28.10643(W) AD(       ) 2
 AR1772  ELLIP H (05/01/91)    3.47   (m)                       GP(       ) 4 1
 AR1772  NAD 83(1986)-  29 52 20.34767(N)    082 21 28.11067(W) AD(       ) 2
 AR1772  NGVD 29 (11/17/89)   31.8    (m)          104.     (f) GPS OBS        
 AR1772
 AR1772.Superseded values are not recommended for survey control.
 AR1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1772.See file dsdata.txt to determine how the superseded data were derived.
 AR1772
 AR1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6886905411(NAD 83)
 AR1772_MARKER: DD = SURVEY DISK
 AR1772_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1772_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1772_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1772+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1772
 AR1772  HISTORY     - Date     Condition        Report By
 AR1772  HISTORY     - 1988     MONUMENTED       PMC
 AR1772
 AR1772                          STATION DESCRIPTION
 AR1772
 AR1772'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1772'THE STATION IS LOCATED ABOUT 24.3 KM (15.1 MI)
 AR1772'NORTH-NORTHWEST OF GAINESVILLE.
 AR1772'OWNERSHIP--RAILROAD R/W.
 AR1772'
 AR1772'TO REACH THE STATION FROM THE INTERSECTION OF SR 121 AND ACR 231, GO
 AR1772'NORTH FOR 12.6 KM (7.8 MI) ON ACR 231 TO NW 12B (A GRADED ROAD TO
 AR1772'THE WEST),
 AR1772'GO WEST FOR 0.9 KM (0.55 MI) ON NW 12B TO A GRADED ROAD HEADING
 AR1772'NORTH,
 AR1772'GO NORTH FOR 1.0 KM (0.6 MI) ON GRADED ROAD TO A WYE IN ROAD, BEAR
 AR1772'LEFT AT THE WYE AND GO ALONG DIRT ROAD TO A POINT 15.2 METERS
 AR1772'(50 FT) SOUTH OF RAILROAD TRACKS, LEAVING DIRT ROAD, GO WEST ALONG
 AR1772'RAILROAD TRACKS FOR 100.6 METERS (330 FT) TO THE STATION ON THE
 AR1772'R/W OF RAILROAD.  THE STATION IS SOUTHWEST 25.6 METERS (84 FT) FROM
 AR1772'THE SOUTHERN RAIL OF RAILROAD TRACK, SOUTHWEST 98.5 METERS (323 FT)
 AR1772'FROM A CONC. CULVERT PIPE SOUTH OF RAILROAD TRACKS AT THE
 AR1772'INTERSECTION OF TRACKS AND DIRT ROAD, NORTHWEST 16.8 METERS (55 FT)
 AR1772'FROM A TRIPLE 6 IN PECAN TREE IN THE NORTH EDGE OF OPEN FIELD,
 AR1772'NORTHEAST 67.4 METERS (121 FT) FROM A 20 IN PINE TREE AT NE CORNER
 AR1772'OF WOODS.
 AR1772'
 AR1772'THE STATION IS A STANDARD AC GIS DISK
 AR1772'STAMPED---STATION A123---,
 AR1772'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN DIAM. PVC)
 AR1772'17.05 METERS (55.93 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1772'IN TWIN 4 IN PECAN,
 AR1772'9.33 METERS (30.60 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET
 AR1772'11.61 METERS (38.09 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1772'SET,
 AR1772'8.91 METERS (29.23 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1772'0.9 METERS (3 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1772'
 AR1772'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1772'STAMPED---AZIMUTH A124---,
 AR1772'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1772'20.40 METERS (66.94 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1772'IN 36 IN LIVE OAK,
 AR1772'33.84 METERS (111.03 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1772'SET IN 10 IN PINE,
 AR1772'9.35 METERS (30.68 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1772'0.6 METERS (2 FT) NORTHWEST FROM A CARSONITE WITNESS POST SET.
 AR1772'TO REACH THE AZIMUTH FROM THE STATION,
 AR1772'RETURN TO THE INTERSECTION OF NW 12B AND SR 231/SR 235, GO NORTH
 AR1772'2.1 KM (1.3 MI) ON SR 231 ACROSS SANTA FE RIVER TO AN INTERSECTION
 AR1772'WITH SOUTHWEST 53RD ST ( A DIRT ROAD HEADING WEST), GO WEST FOR
 AR1772'0.8 KM (0.5 MI) ON SW 53RD ST TO A T-INTERSECTION WITH A DIRT ROAD
 AR1772'HEADING SOUTH (EAST OF RAILROAD), GO SOUTH 0.3 KM (0.2 MI) ON DIRT
 AR1772'ROAD TO THE MARK ON WEST SIDE OF ROAD.  THE AZIMUTH IS NORTHWEST
 AR1772'20.4 METERS (67 FT) FROM A TWIN OAK ON EAST SIDE OF DIRT ROAD,
 AR1772'SOUTHEAST 43.6 METERS (143 FT) FROM AN 8 IN PINE WEST OF DIRT ROAD
 AR1772'AND RAILROAD TRACKS, EAST 13.1 METERS (43 FT) OF EAST RAIL,
 AR1772'NORTHWEST 11 METERS (36 FT) FROM A PROJECTION OF EAST RAIL SOUTH OF
 AR1772'POINT OF CURVATURE, EAST 4 METERS (13 FT) OF A PROJECTION OF EAST
 AR1772'RAIL NORTH OF POINT OF CURVATURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1001 ***********************************************************************
 BG1001  DESIGNATION -  A 124
 BG1001  PID         -  BG1001
 BG1001  STATE/COUNTY-  FL/OKALOOSA
 BG1001  USGS QUAD   -  HOLT (1987)
 BG1001
 BG1001                         *CURRENT SURVEY CONTROL
 BG1001  ___________________________________________________________________
 BG1001* NAD 83(1986)-  30 38 49.     (N)    086 40 36.     (W)     SCALED    
 BG1001* NAVD 88     -        40.895  (meters)     134.17   (feet)  ADJUSTED  
 BG1001  ___________________________________________________________________
 BG1001  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG1001  DYNAMIC HT  -          40.843 (meters)     134.00  (feet)  COMP
 BG1001  MODELED GRAV-     979,365.2   (mgal)                       NAVD 88
 BG1001
 BG1001  VERT ORDER  -  FIRST     CLASS II
 BG1001
 BG1001.The horizontal coordinates were scaled from a topographic map and have
 BG1001.an estimated accuracy of +/- 6 seconds.
 BG1001
 BG1001.The orthometric height was determined by differential leveling
 BG1001.and adjusted by the National Geodetic Survey in June 1991..
 BG1001
 BG1001.The geoid height was determined by GEOID03.
 BG1001
 BG1001.The dynamic height is computed by dividing the NAVD 88
 BG1001.geopotential number by the normal gravity value computed on the
 BG1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1001.degrees latitude (g = 980.6199 gals.).
 BG1001
 BG1001.The modeled gravity was interpolated from observed gravity values.
 BG1001
 BG1001;                    North         East    Units  Estimated Accuracy
 BG1001;SPC FL N     -   184,560.      391,370.      MT  (+/- 180 meters Scaled)
 BG1001
 BG1001                          SUPERSEDED SURVEY CONTROL
 BG1001
 BG1001  NGVD 29 (??/??/92)   40.998  (m)          134.51   (f) ADJ UNCH    1 2
 BG1001
 BG1001.Superseded values are not recommended for survey control.
 BG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1001.See file dsdata.txt to determine how the superseded data were derived.
 BG1001
 BG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU309905(NAD 83)
 BG1001_MARKER: DB = BENCH MARK DISK
 BG1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1001_STAMPING: A 124 1951
 BG1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1001+STABILITY: SURFACE MOTION
 BG1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG1001+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 BG1001
 BG1001  HISTORY     - Date     Condition        Report By
 BG1001  HISTORY     - 1951     MONUMENTED       CGS
 BG1001  HISTORY     - 20050124 GOOD             OKCOGI
 BG1001
 BG1001                          STATION DESCRIPTION
 BG1001
 BG1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BG1001'9.3 MI SE FROM HOLT.
 BG1001'9.3 MILES SOUTHEAST OF HOLT, OKALOOSA COUNTY, FLORIDA, ON EGLIN
 BG1001'AIR FORCE BASE RESERVATION, 3.6 MILES EAST ON ROAD 211 FROM
 BG1001'JUNCTION OF ROADS 211 AND 251, 1.2 MILES SOUTH ON SAND ROAD 240
 BG1001'FROM JUNCTION OF ROADS 211 AND 240, 9 FT. EAST OF THE CENTER
 BG1001'OF ROAD 240, 6 FT. NORTH OF BLAZED PINE, 2 FT. SOUTH OF WHITE
 BG1001'WITNESS POST.  STANDARD MARK SET IN CONCRETE MONUMENT
 BG1001'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 BG1001
 BG1001                          STATION RECOVERY (2005)
 BG1001
 BG1001'RECOVERY NOTE BY OKALOOSA COUNTY GIS 2005
 BG1001'TO REACH DESCRIPTION NEEDS UPDATING. MARKER IS LOCATED 12 FT TO THE
 BG1001'WEST OF CENTER LINE OF ROAD 665 NOT 240.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1035 ***********************************************************************
 BG1035  DESIGNATION -  A 125
 BG1035  PID         -  BG1035
 BG1035  STATE/COUNTY-  FL/OKALOOSA
 BG1035  USGS QUAD   -  HOLT SW (1976)
 BG1035
 BG1035                         *CURRENT SURVEY CONTROL
 BG1035  ___________________________________________________________________
 BG1035* NAD 83(1986)-  30 32 04.     (N)    086 38 13.     (W)     SCALED    
 BG1035* NAVD 88     -        44.464  (meters)     145.88   (feet)  ADJUSTED  
 BG1035  ___________________________________________________________________
 BG1035  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1035  DYNAMIC HT  -          44.406 (meters)     145.69  (feet)  COMP
 BG1035  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BG1035
 BG1035  VERT ORDER  -  FIRST     CLASS II
 BG1035
 BG1035.The horizontal coordinates were scaled from a topographic map and have
 BG1035.an estimated accuracy of +/- 6 seconds.
 BG1035
 BG1035.The orthometric height was determined by differential leveling
 BG1035.and adjusted by the National Geodetic Survey in June 1991..
 BG1035
 BG1035.The geoid height was determined by GEOID03.
 BG1035
 BG1035.The dynamic height is computed by dividing the NAVD 88
 BG1035.geopotential number by the normal gravity value computed on the
 BG1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1035.degrees latitude (g = 980.6199 gals.).
 BG1035
 BG1035.The modeled gravity was interpolated from observed gravity values.
 BG1035
 BG1035;                    North         East    Units  Estimated Accuracy
 BG1035;SPC FL N     -   172,010.      394,950.      MT  (+/- 180 meters Scaled)
 BG1035
 BG1035                          SUPERSEDED SURVEY CONTROL
 BG1035
 BG1035  NGVD 29 (??/??/92)   44.580  (m)          146.26   (f) ADJ UNCH    1 2
 BG1035
 BG1035.Superseded values are not recommended for survey control.
 BG1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1035.See file dsdata.txt to determine how the superseded data were derived.
 BG1035
 BG1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU348780(NAD 83)
 BG1035_MARKER: DB = BENCH MARK DISK
 BG1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1035_STAMPING: A 125 1951
 BG1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1035+STABILITY: SURFACE MOTION
 BG1035
 BG1035  HISTORY     - Date     Condition        Report By
 BG1035  HISTORY     - 1951     MONUMENTED       CGS
 BG1035  HISTORY     - 1957     GOOD             NGS
 BG1035
 BG1035                          STATION DESCRIPTION
 BG1035
 BG1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG1035'14.2 MI NW FROM FORT WALTON BEACH.
 BG1035'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1035'U.S. HIGHWAY 98 AT FORT WALTON BEACH, THENCE ABOUT 1.9 MILES
 BG1035'NORTHWEST ALONG HOLT-EGLIN FIELD ROAD, THENCE 0.6 MILE SOUTHWEST
 BG1035'ALONG A SURFACED ROAD, THENCE 2.7 MILES NORTHWEST ALONG GRADED
 BG1035'ROAD NO. 234, THENCE 2.55 MILES NORTH ALONG A GRADED ROAD,
 BG1035'ABOUT 0.25 MILE NORTH OF A CROSS ROAD AND POWER LINE CROSSING
 BG1035'WHICH IS AT THE NORTHEAST CORNER OF A BOMBING RANGE, 28 FEET
 BG1035'WEST OF CENTER LINE OF ROAD, 6 FEET NORTHWEST OF A WHITE WOODEN
 BG1035'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 BG1035'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1773 ***********************************************************************
 AR1773  DESIGNATION -  A 125
 AR1773  PID         -  AR1773
 AR1773  STATE/COUNTY-  FL/ALACHUA
 AR1773  USGS QUAD   -  WILLISTON (1976)
 AR1773
 AR1773                         *CURRENT SURVEY CONTROL
 AR1773  ___________________________________________________________________
 AR1773* NAD 83(1999)-  29 29 07.08410(N)    082 27 18.55504(W)     ADJUSTED  
 AR1773* NAVD 88     -        23.0    (meters)      75.     (feet)  VERTCON   
 AR1773  ___________________________________________________________________
 AR1773  X           -     729,587.907 (meters)                     COMP
 AR1773  Y           -  -5,508,450.158 (meters)                     COMP
 AR1773  Z           -   3,120,834.091 (meters)                     COMP
 AR1773  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AR1773  ELLIP HEIGHT-          -5.05  (meters)          (06/12/02) GPS OBS
 AR1773  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR1773
 AR1773  HORZ ORDER  -  SECOND
 AR1773  ELLP ORDER  -  FOURTH    CLASS I
 AR1773
 AR1773.The horizontal coordinates were established by GPS observations
 AR1773.and adjusted by the National Geodetic Survey in June 2002..
 AR1773
 AR1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1773
 AR1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1773
 AR1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1773
 AR1773.The ellipsoidal height was determined by GPS observations
 AR1773.and is referenced to NAD 83.
 AR1773
 AR1773.The geoid height was determined by GEOID03.
 AR1773
 AR1773;                    North         East     Units Scale Factor Converg.
 AR1773;SPC FL N     -    55,573.312   798,302.817   MT  1.00001875   +1 01 39.3
 AR1773;SPC FL N     -   182,326.77  2,619,098.49   sFT  1.00001875   +1 01 39.3
 AR1773;SPC FL W     -   570,903.844   155,861.374   MT  0.99996521   -0 13 26.5
 AR1773;SPC FL W     - 1,873,040.36    511,355.19   sFT  0.99996521   -0 13 26.5
 AR1773;UTM  17      - 3,262,636.634   358,927.306   MT  0.99984557   -0 42 58.8
 AR1773
 AR1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1773!SPC FL N     -   1.00000079  x   1.00001875  =   1.00001954
 AR1773!SPC FL W     -   1.00000079  x   0.99996521  =   0.99996600
 AR1773!UTM  17      -   1.00000079  x   0.99984557  =   0.99984636
 AR1773
 AR1773                          SUPERSEDED SURVEY CONTROL
 AR1773
 AR1773  NAD 83(1990)-  29 29 07.08298(N)    082 27 18.55474(W) AD(       ) 2
 AR1773  ELLIP H (05/01/91)   -5.03   (m)                       GP(       ) 4 1
 AR1773  NAD 83(1986)-  29 29 07.09148(N)    082 27 18.56582(W) AD(       ) 2
 AR1773  NGVD 29 (11/17/89)   23.2    (m)           76.     (f) GPS OBS        
 AR1773
 AR1773.Superseded values are not recommended for survey control.
 AR1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1773.See file dsdata.txt to determine how the superseded data were derived.
 AR1773
 AR1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5892762637(NAD 83)
 AR1773_MARKER: DD = SURVEY DISK
 AR1773_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1773_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1773_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1773+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1773
 AR1773  HISTORY     - Date     Condition        Report By
 AR1773  HISTORY     - 1988     MONUMENTED       PMC
 AR1773
 AR1773                          STATION DESCRIPTION
 AR1773
 AR1773'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1773'THE STATION IS LOCATED ABOUT 21.7 KM (13.5 MI)
 AR1773'SOUTHWEST OF GAINESVILLE.
 AR1773'OWNERSHIP--PRIVATE.
 AR1773'
 AR1773'TO REACH THE STATION FROM THE INTERSECTION OF US 41 AND US 27 AND
 AR1773'ACR 346 IN ARCHER, GO SOUTHEAST 6.6 KM (4.1 MILES) ON ACR 346 TO A
 AR1773'T-ROAD SOUTH, TURN RIGHT AND GO EAST 2.3 KM (1.4 MILES) ON A DIRT
 AR1773'ROAD, CONTINUE EAST 0.3 KM (0.2 MILES) ON DIRT ROAD TO ST.JOSEPHS
 AR1773'CHURCH ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 AR1773'EAST 61.0 M (200 FT), THEN SOUTH 0.5KM (0.3 MILES) TO A DIRT ROAD,
 AR1773'THEN GO WEST 0.2 KM (0.1 MILE) ON DIRT ROAD TO THE STATION ON THE
 AR1773'RIGHT. THE STATION IS UNDER A POWER LINE, EAST 19.0 M (63.0 FEET)
 AR1773'OF A POWER POLE, NORTH 6.1 METERS (20.0 FEET) OF A DIRT ROAD,
 AR1773'NORTH 10.4 METERS (34 FEET) OF AN EAST-WEST FENCE LINE, NORTHEAST
 AR1773'13.7 METERS (45 FEET) OF AN 8 IN CHERRY TREE.
 AR1773'
 AR1773'THE STATION IS A STANDARD AC GIS DISK
 AR1773'STAMPED---STATION A125---,
 AR1773'SET INTO GROUND 21 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1773'19.03 METERS (62.45 FT) EAST FROM A NAIL AND CAP (NO 3765) SET
 AR1773'IN POWER POLE,
 AR1773'47.56 METERS (156.04 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1773'SET IN  36 IN OAK,
 AR1773'8.84 METERS (28.99 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET
 AR1773'IN 8 IN OAK,
 AR1773'13.76 METERS (45.15 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1773'SET IN 5 IN CHERRY TREE,
 AR1773'10 METERS (33 FT) NORTH FROM A CARSONITE WITNESS POST.
 AR1773'
 AR1773'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1773'STAMPED---AZIMUTH A126---,
 AR1773'SET INTO GROUND 27 FEET TO REFUSAL (6 IN PVC SLEEVE)
 AR1773'28.75 METERS (94.31 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET
 AR1773'IN 24 IN OAK,
 AR1773'33.16 METERS (108.79 FT) EAST FROM A NAIL AND CAP (NO 3765) SET
 AR1773'IN POWER POLE,
 AR1773'16.56 METERS (54.32 FT) WEST FROM A NAIL AND CAP (NO 3765) SET
 AR1773'IN A CROOKED PINE,
 AR1773'0.5 METERS (1.5 FT) SOUTH FROM A CARSONITE WITNESS POST.
 AR1773'TO REACH THE AZIMUTH FROM THE STATION,
 AR1773'GO EAST FOR 0.2 KM (0.1 MI) ON DIRT ROAD,
 AR1773'GO NORTH FOR 0.5 KM (0.3 MI)  TO A DIRT ROAD,
 AR1773'GO WEST FOR 61.0 METERS (200 FT) ON TO ST JOSEPHS CHURCH ON THE
 AR1773'LEFT AND AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK IS LOCATED
 AR1773'34.1 METERS (112 FEET) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 AR1773'OF ST JOSEPHS CHURCH, 33.2 METERS (109 FEET) EAST OF A POWER POLE,
 AR1773'3.3 METERS (11 FEET) NORTH OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0116 ***********************************************************************
 BE0116  DESIGNATION -  A 126
 BE0116  PID         -  BE0116
 BE0116  STATE/COUNTY-  FL/JACKSON
 BE0116  USGS QUAD   -  CAMPBELLTON (1993)
 BE0116
 BE0116                         *CURRENT SURVEY CONTROL
 BE0116  ___________________________________________________________________
 BE0116* NAD 83(1986)-  30 56 06.     (N)    085 23 53.     (W)     SCALED    
 BE0116* NAVD 88     -        43.913  (meters)     144.07   (feet)  ADJUSTED  
 BE0116  ___________________________________________________________________
 BE0116  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BE0116  DYNAMIC HT  -          43.857 (meters)     143.89  (feet)  COMP
 BE0116  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 BE0116
 BE0116  VERT ORDER  -  SECOND    CLASS 0
 BE0116
 BE0116.The horizontal coordinates were scaled from a topographic map and have
 BE0116.an estimated accuracy of +/- 6 seconds.
 BE0116
 BE0116.The orthometric height was determined by differential leveling
 BE0116.and adjusted by the National Geodetic Survey in June 1991..
 BE0116
 BE0116.The geoid height was determined by GEOID03.
 BE0116
 BE0116.The dynamic height is computed by dividing the NAVD 88
 BE0116.geopotential number by the normal gravity value computed on the
 BE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0116.degrees latitude (g = 980.6199 gals.).
 BE0116
 BE0116.The modeled gravity was interpolated from observed gravity values.
 BE0116
 BE0116;                    North         East    Units  Estimated Accuracy
 BE0116;SPC FL N     -   214,840.      514,170.      MT  (+/- 180 meters Scaled)
 BE0116
 BE0116                          SUPERSEDED SURVEY CONTROL
 BE0116
 BE0116  NGVD 29 (??/??/92)   44.024  (m)          144.44   (f) ADJ UNCH    2 0
 BE0116
 BE0116.Superseded values are not recommended for survey control.
 BE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0116.See file dsdata.txt to determine how the superseded data were derived.
 BE0116
 BE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV530234(NAD 83)
 BE0116_MARKER: DB = BENCH MARK DISK
 BE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0116_STAMPING: A 126 1952
 BE0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0116+STABILITY: SURFACE MOTION
 BE0116
 BE0116  HISTORY     - Date     Condition        Report By
 BE0116  HISTORY     - 1952     MONUMENTED       CGS
 BE0116  HISTORY     - 1978     MARK NOT FOUND   USGS
 BE0116  HISTORY     - 1981     MARK NOT FOUND   NGS
 BE0116
 BE0116                          STATION DESCRIPTION
 BE0116
 BE0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0116'1.1 MI S FROM CAMPBELLTON.
 BE0116'ABOUT 1.1 MILES SOUTH ALONG THE ATLANTA AND SAINT ANDREWS BAY
 BE0116'RAILWAY FROM THE STATION AT CAMPBELLTON, AT A ROAD CROSSING,
 BE0116'30 FEET WEST OF WEST RAIL, 39 FEET NORTHWEST OF CENTER OF
 BE0116'CROSSING, 36 FEET NORTH OF CENTER LINE OF ROAD, 22 FEET EAST OF
 BE0116'A FENCE LINE, 13 FEET NORTH OF A TELEPHONE POLE AND IN LINE
 BE0116'WITH ROW OF POLES, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET
 BE0116'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0116
 BE0116                          STATION RECOVERY (1978)
 BE0116
 BE0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BE0116'MARK NOT FOUND.
 BE0116
 BE0116                          STATION RECOVERY (1981)
 BE0116
 BE0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0116'NOT RECOVERED, NEW TRACKS HAVE BEEN LAID AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0172 ***********************************************************************
 BE0172  DESIGNATION -  A 127
 BE0172  PID         -  BE0172
 BE0172  STATE/COUNTY-  FL/JACKSON
 BE0172  USGS QUAD   -  MALONE (1982)
 BE0172
 BE0172                         *CURRENT SURVEY CONTROL
 BE0172  ___________________________________________________________________
 BE0172* NAD 83(1986)-  30 52 35.     (N)    085 12 44.     (W)     SCALED    
 BE0172* NAVD 88     -        41.693  (meters)     136.79   (feet)  ADJUSTED  
 BE0172  ___________________________________________________________________
 BE0172  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BE0172  DYNAMIC HT  -          41.639 (meters)     136.61  (feet)  COMP
 BE0172  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 BE0172
 BE0172  VERT ORDER  -  SECOND    CLASS 0
 BE0172
 BE0172.The horizontal coordinates were scaled from a topographic map and have
 BE0172.an estimated accuracy of +/- 6 seconds.
 BE0172
 BE0172.The orthometric height was determined by differential leveling
 BE0172.and adjusted by the National Geodetic Survey in June 1991..
 BE0172
 BE0172.The geoid height was determined by GEOID03.
 BE0172
 BE0172.The dynamic height is computed by dividing the NAVD 88
 BE0172.geopotential number by the normal gravity value computed on the
 BE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0172.degrees latitude (g = 980.6199 gals.).
 BE0172
 BE0172.The modeled gravity was interpolated from observed gravity values.
 BE0172
 BE0172;                    North         East    Units  Estimated Accuracy
 BE0172;SPC FL N     -   208,210.      531,890.      MT  (+/- 180 meters Scaled)
 BE0172
 BE0172                          SUPERSEDED SURVEY CONTROL
 BE0172
 BE0172  NGVD 29 (??/??/92)   41.814  (m)          137.18   (f) ADJ UNCH    2 0
 BE0172
 BE0172.Superseded values are not recommended for survey control.
 BE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0172.See file dsdata.txt to determine how the superseded data were derived.
 BE0172
 BE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV709172(NAD 83)
 BE0172_MARKER: DB = BENCH MARK DISK
 BE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0172_STAMPING: A 127 1952
 BE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0172+STABILITY: SURFACE MOTION
 BE0172
 BE0172  HISTORY     - Date     Condition        Report By
 BE0172  HISTORY     - 1952     MONUMENTED       CGS
 BE0172  HISTORY     - 1989     GOOD             USPSQD
 BE0172  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0172  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0172  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0172
 BE0172                          STATION DESCRIPTION
 BE0172
 BE0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0172'3.1 MI NW FROM GREENWOOD.
 BE0172'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT
 BE0172'GREENWOOD, THENCE ABOUT 0.45 MILE NORTH ALONG A GRADED ROAD,
 BE0172'34 FEET WEST OF CENTER LINE OF ROAD, 199 FEET SOUTHEAST OF
 BE0172'SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 80 FEET NORTH OF
 BE0172'CENTER OF A DRIVE WEST INTO A PASTURE, 19 FEET SOUTH OF CENTER
 BE0172'OF A CATTLE GUARD ACROSS A DRIVE WEST, 1 FOOT EAST OF A FENCE
 BE0172'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BE0172'2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 BE0172'POST PROJECTING 2 INCHES.
 BE0172
 BE0172                          STATION RECOVERY (1989)
 BE0172
 BE0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0172'RECOVERED IN GOOD CONDITION.
 BE0172
 BE0172                          STATION RECOVERY (2001)
 BE0172
 BE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0172'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0172
 BE0172                          STATION RECOVERY (2001)
 BE0172
 BE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0172'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0172
 BE0172                          STATION RECOVERY (2001)
 BE0172
 BE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 BE0172'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1774 ***********************************************************************
 AR1774  DESIGNATION -  A 127
 AR1774  PID         -  AR1774
 AR1774  STATE/COUNTY-  FL/ALACHUA
 AR1774  USGS QUAD   -  ARREDONDO (1993)
 AR1774
 AR1774                         *CURRENT SURVEY CONTROL
 AR1774  ___________________________________________________________________
 AR1774* NAD 83(1999)-  29 31 40.00084(N)    082 27 23.48131(W)     ADJUSTED  
 AR1774* NAVD 88     -        19.5    (meters)      64.     (feet)  VERTCON   
 AR1774  ___________________________________________________________________
 AR1774  X           -     729,151.526 (meters)                     COMP
 AR1774  Y           -  -5,506,165.733 (meters)                     COMP
 AR1774  Z           -   3,124,930.035 (meters)                     COMP
 AR1774  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AR1774  ELLIP HEIGHT-          -8.49  (meters)          (06/12/02) GPS OBS
 AR1774  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1774
 AR1774  HORZ ORDER  -  SECOND
 AR1774  ELLP ORDER  -  FOURTH    CLASS I
 AR1774
 AR1774.The horizontal coordinates were established by GPS observations
 AR1774.and adjusted by the National Geodetic Survey in June 2002..
 AR1774
 AR1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1774
 AR1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1774
 AR1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1774
 AR1774.The ellipsoidal height was determined by GPS observations
 AR1774.and is referenced to NAD 83.
 AR1774
 AR1774.The geoid height was determined by GEOID03.
 AR1774
 AR1774;                    North         East     Units Scale Factor Converg.
 AR1774;SPC FL N     -    60,278.558   798,085.744   MT  1.00001027   +1 01 36.8
 AR1774;SPC FL N     -   197,763.90  2,618,386.31   sFT  1.00001027   +1 01 36.8
 AR1774;SPC FL W     -   575,612.478   155,747.147   MT  0.99996533   -0 13 30.0
 AR1774;SPC FL W     - 1,888,488.60    510,980.43   sFT  0.99996533   -0 13 30.0
 AR1774;UTM  17      - 3,267,345.513   358,853.578   MT  0.99984582   -0 43 04.7
 AR1774
 AR1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1774!SPC FL N     -   1.00000133  x   1.00001027  =   1.00001160
 AR1774!SPC FL W     -   1.00000133  x   0.99996533  =   0.99996666
 AR1774!UTM  17      -   1.00000133  x   0.99984582  =   0.99984715
 AR1774
 AR1774                          SUPERSEDED SURVEY CONTROL
 AR1774
 AR1774  NAD 83(1990)-  29 31 39.99973(N)    082 27 23.48103(W) AD(       ) 2
 AR1774  ELLIP H (05/01/91)   -8.47   (m)                       GP(       ) 4 1
 AR1774  NAD 83(1986)-  29 31 40.00840(N)    082 27 23.49215(W) AD(       ) 2
 AR1774  NGVD 29 (11/17/89)   19.7    (m)           65.     (f) GPS OBS        
 AR1774
 AR1774.Superseded values are not recommended for survey control.
 AR1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1774.See file dsdata.txt to determine how the superseded data were derived.
 AR1774
 AR1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5885467346(NAD 83)
 AR1774_MARKER: DD = SURVEY DISK
 AR1774_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1774_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1774_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1774+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1774
 AR1774  HISTORY     - Date     Condition        Report By
 AR1774  HISTORY     - 1988     MONUMENTED       PMC
 AR1774
 AR1774                          STATION DESCRIPTION
 AR1774
 AR1774'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1774'THE STATION IS LOCATED ABOUT 18.1 KM (11.5 MI)
 AR1774'SOUTHWEST OF GAINESVILLE.
 AR1774'OWNERSHIP--PRIVATE.
 AR1774'
 AR1774'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 (27) AND ACR
 AR1774'346 IN ARCHER, GO SOUTHEAST FOR 6.6 KM (4.1 MI) ON ACR 346 TO A
 AR1774'T-ROAD NORTH, TURN LEFT AND GO NORTH 1.4 KM (0.9 MI) TO A GATE,
 AR1774'GO THROUGH GATE 70.7 METERS (232 FT) TO THE AZ MK, CONTINUE
 AR1774'STRAIGHT AHEAD AND GO 0.6 KM (0.4 MI) FOLLOWING THE POWERLINE
 AR1774'MAINTENANCE ROAD TO THE STATION ON THE RIGHT.
 AR1774'THE STATION IS EAST 27.4 METERS (90 FT) OF THE MAINTENANCE ROAD
 AR1774'UNDER A POWER LINE, NORTH 57 METERS (187 FT) FROM THE SEVENTH POWER
 AR1774'POLE FROM THE AZIMUTH MARK, SOUTH 48.8 METERS (160 FT) OF THE
 AR1774'EIGHTH POWER POLE,
 AR1774'NORTH 32.3 METERS (106 FT) OF A LOGGING ROAD.
 AR1774'
 AR1774'THE STATION IS A STANDARD AC GIS DISK
 AR1774'STAMPED---STATION A127---,
 AR1774'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1774'48.84 METERS (160.23 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1774'POWER POLE,
 AR1774'56.86 METERS (186.55 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1774'POWER POLE,
 AR1774'42.21 METERS (138.48 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1774'7 IN PINE,
 AR1774'27.80 METERS (91.21 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1774'1.2 METERS (4 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1774'
 AR1774'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1774'STAMPED---AZIMUTH A128---,
 AR1774'SET INTO THE GROUND 17 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1774'1.92 METERS (6.30 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1774'IN POWER POLE,
 AR1774'39.16 METERS (128.47 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1774'SET IN 3 IN PINE,
 AR1774'15.56 METERS (51.04 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1774'IN 3 IN PINE,
 AR1774'0.6 METERS (2 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1774'TO REACH THE AZIMUTH FROM THE STATION,
 AR1774'GO SOUTH FOR 0.6 KM (0.4 MI) ON POWERLINE MAINTENANCE ROAD TO THE
 AR1774'AZIMUTH EAST 0.9 METERS (3 FT) AND SOUTH 1.8 METERS
 AR1774'(6 FT) OF THE SEVENTH POWER POLE SOUTH OF THE STATION, NORTH 68.9
 AR1774'METERS (226 FT) OF A GATE AND AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0305 ***********************************************************************
 BE0305  DESIGNATION -  A 128
 BE0305  PID         -  BE0305
 BE0305  STATE/COUNTY-  FL/JACKSON
 BE0305  USGS QUAD   -  MARIANNA (1994)
 BE0305
 BE0305                         *CURRENT SURVEY CONTROL
 BE0305  ___________________________________________________________________
 BE0305* NAD 83(1986)-  30 47 06.     (N)    085 10 20.     (W)     SCALED    
 BE0305* NAVD 88     -        47.311  (meters)     155.22   (feet)  ADJUSTED  
 BE0305  ___________________________________________________________________
 BE0305  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BE0305  DYNAMIC HT  -          47.250 (meters)     155.02  (feet)  COMP
 BE0305  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 BE0305
 BE0305  VERT ORDER  -  SECOND    CLASS 0
 BE0305
 BE0305.The horizontal coordinates were scaled from a topographic map and have
 BE0305.an estimated accuracy of +/- 6 seconds.
 BE0305
 BE0305.The orthometric height was determined by differential leveling
 BE0305.and adjusted by the National Geodetic Survey in June 1991..
 BE0305
 BE0305.The geoid height was determined by GEOID03.
 BE0305
 BE0305.The dynamic height is computed by dividing the NAVD 88
 BE0305.geopotential number by the normal gravity value computed on the
 BE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0305.degrees latitude (g = 980.6199 gals.).
 BE0305
 BE0305.The modeled gravity was interpolated from observed gravity values.
 BE0305
 BE0305;                    North         East    Units  Estimated Accuracy
 BE0305;SPC FL N     -   198,060.      535,660.      MT  (+/- 180 meters Scaled)
 BE0305
 BE0305                          SUPERSEDED SURVEY CONTROL
 BE0305
 BE0305  NGVD 29 (??/??/92)   47.440  (m)          155.64   (f) ADJ UNCH    2 0
 BE0305
 BE0305.Superseded values are not recommended for survey control.
 BE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0305.See file dsdata.txt to determine how the superseded data were derived.
 BE0305
 BE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV748072(NAD 83)
 BE0305_MARKER: DB = BENCH MARK DISK
 BE0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0305_STAMPING: A 128 1952
 BE0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0305+STABILITY: SURFACE MOTION
 BE0305
 BE0305  HISTORY     - Date     Condition        Report By
 BE0305  HISTORY     - 1952     MONUMENTED       CGS
 BE0305  HISTORY     - 1960     GOOD             NGS
 BE0305  HISTORY     - 1989     GOOD             USPSQD
 BE0305  HISTORY     - 19970715 GOOD             USPSQD
 BE0305  HISTORY     - 20010331 GOOD             NGS
 BE0305  HISTORY     - 20010331 GOOD             NGS
 BE0305  HISTORY     - 20010331 GOOD             NGS
 BE0305  HISTORY     - 20010331 GOOD             NGS
 BE0305  HISTORY     - 20010331 GOOD             NGS
 BE0305  HISTORY     - 20010331 GOOD             NGS
 BE0305
 BE0305                          STATION DESCRIPTION
 BE0305
 BE0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0305'4 MI NE FROM MARIANNA.
 BE0305'1.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BE0305'AT MARIANNA, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 71,
 BE0305'THENCE 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 164, 150 YARDS
 BE0305'SOUTHEAST OF A WHITE SHINGLED FARM HOUSE, 100 YARDS SOUTHWEST
 BE0305'OF A CURVE IN THE HIGHWAY, 80 FEET SOUTHWEST OF A POWER POLE,
 BE0305'49 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.3 FEET
 BE0305'NORTHWEST OF A FENCE, 1.1 FEET SOUTHWEST OF A STEEL WITNESS
 BE0305'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BE0305'THE GROUND.
 BE0305
 BE0305                          STATION RECOVERY (1989)
 BE0305
 BE0305'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0305'RECOVERED IN GOOD CONDITION.
 BE0305
 BE0305                          STATION RECOVERY (1997)
 BE0305
 BE0305'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0305'RECOVERED IN GOOD CONDITION.
 BE0305
 BE0305                          STATION RECOVERY (2001)
 BE0305
 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0305
 BE0305                          STATION RECOVERY (2001)
 BE0305
 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0305
 BE0305                          STATION RECOVERY (2001)
 BE0305
 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0305
 BE0305                          STATION RECOVERY (2001)
 BE0305
 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0305
 BE0305                          STATION RECOVERY (2001)
 BE0305
 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0305
 BE0305                          STATION RECOVERY (2001)
 BE0305
 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8761 ***********************************************************************
 AH8761  DESIGNATION -  A 128 RESET
 AH8761  PID         -  AH8761
 AH8761  STATE/COUNTY-  FL/POLK
 AH8761  USGS QUAD   -  LAKE MARIAN SW (1972)
 AH8761
 AH8761                         *CURRENT SURVEY CONTROL
 AH8761  ___________________________________________________________________
 AH8761* NAD 83(1986)-  27 48 18.     (N)    081 13 02.     (W)     SCALED    
 AH8761* NAVD 88     -        16.454  (meters)      53.98   (feet)  ADJUSTED  
 AH8761  ___________________________________________________________________
 AH8761  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AH8761  DYNAMIC HT  -          16.429 (meters)      53.90  (feet)  COMP
 AH8761  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 AH8761
 AH8761  VERT ORDER  -  SECOND    CLASS I
 AH8761
 AH8761.The horizontal coordinates were scaled from a topographic map and have
 AH8761.an estimated accuracy of +/- 6 seconds.
 AH8761
 AH8761.The orthometric height was determined by differential leveling
 AH8761.and adjusted by the National Geodetic Survey in July 1999..
 AH8761
 AH8761.The geoid height was determined by GEOID03.
 AH8761
 AH8761.The dynamic height is computed by dividing the NAVD 88
 AH8761.geopotential number by the normal gravity value computed on the
 AH8761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8761.degrees latitude (g = 980.6199 gals.).
 AH8761
 AH8761.The modeled gravity was interpolated from observed gravity values.
 AH8761
 AH8761;                    North         East    Units  Estimated Accuracy
 AH8761;SPC FL W     -   384,850.      277,130.      MT  (+/- 180 meters Scaled)
 AH8761
 AH8761                          SUPERSEDED SURVEY CONTROL
 AH8761
 AH8761.No superseded survey control is available for this station.
 AH8761
 AH8761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML786756(NAD 83)
 AH8761_MARKER: DD = SURVEY DISK
 AH8761_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH8761_STAMPING: A 128 RESET
 AH8761_MARK LOGO: FLDT  
 AH8761_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8761+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 AH8761
 AH8761  HISTORY     - Date     Condition        Report By
 AH8761  HISTORY     - UNK      MONUMENTED       FLDT
 AH8761  HISTORY     - 19970710 GOOD             FLDEP
 AH8761
 AH8761                          STATION DESCRIPTION
 AH8761
 AH8761'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AH8761'THE MARK IS ABOUT 25.7 MI (41.4 KM) EAST-SOUTHEAST OF LAKE WALES, 52.0
 AH8761'MI (83.7 KM) NORTH-NORTHWEST OF VERO BEACH ON STATE ROAD 60 IN SECTION
 AH8761'10, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE
 AH8761'INTERSECTION OF STATE ROAD 27 UNDERPASS AND STATE ROAD 60 IN LAKE
 AH8761'WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE
 AH8761'JUNCTION ON RIVER RANCH BOULEVARD ON THE RIGHT, CONTINUE EAST ON STATE
 AH8761'ROAD 60 FOR 0.O5 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 0.4
 AH8761'FT (12.2 CM) X 0.4 FT (12.2 CM) PREFABRICATED CONCRETE POST IMBEDDED
 AH8761'IN THE GROUND, 0.5 FT (15.2 CM) BELOW THE LEVEL OF STATE ROAD 60 AND
 AH8761'FLUSH WITH THE GROUND. LOCATED ABOUT 450.0 FT (137.2 M) EAST OF RIVER
 AH8761'RANCH BOULEVARD, 104.7 FT (31.9 M) SOUTHEAST OF BENCH MARK V 460 1997,
 AH8761'102.0 FT (31.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AH8761'60, 63.9 FT (19.5 M) SOUTHEAST OF A POWER POLE WITH A LIGHT ATTACHED,
 AH8761'45.5 FT (13.9 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A WOODEN
 AH8761'FENCE AND 0.7 FT (21.3 CM) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1775 ***********************************************************************
 AR1775  DESIGNATION -  A 129
 AR1775  PID         -  AR1775
 AR1775  STATE/COUNTY-  FL/ALACHUA
 AR1775  USGS QUAD   -  ARREDONDO (1993)
 AR1775
 AR1775                         *CURRENT SURVEY CONTROL
 AR1775  ___________________________________________________________________
 AR1775* NAD 83(1999)-  29 31 43.11234(N)    082 24 16.13801(W)     ADJUSTED  
 AR1775* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 AR1775  ___________________________________________________________________
 AR1775  X           -     734,145.945 (meters)                     COMP
 AR1775  Y           -  -5,505,453.637 (meters)                     COMP
 AR1775  Z           -   3,125,012.962 (meters)                     COMP
 AR1775  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AR1775  ELLIP HEIGHT-          -9.37  (meters)          (06/12/02) GPS OBS
 AR1775  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AR1775
 AR1775  HORZ ORDER  -  SECOND
 AR1775  ELLP ORDER  -  FOURTH    CLASS I
 AR1775
 AR1775.The horizontal coordinates were established by GPS observations
 AR1775.and adjusted by the National Geodetic Survey in June 2002..
 AR1775
 AR1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1775
 AR1775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1775
 AR1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1775
 AR1775.The ellipsoidal height was determined by GPS observations
 AR1775.and is referenced to NAD 83.
 AR1775
 AR1775.The geoid height was determined by GEOID03.
 AR1775
 AR1775;                    North         East     Units Scale Factor Converg.
 AR1775;SPC FL N     -    60,465.910   803,127.933   MT  1.00001010   +1 03 11.0
 AR1775;SPC FL N     -   198,378.57  2,634,928.89   sFT  1.00001010   +1 03 11.0
 AR1775;SPC FL W     -   575,689.596   160,791.986   MT  0.99996014   -0 11 57.7
 AR1775;SPC FL W     - 1,888,741.62    527,531.71   sFT  0.99996014   -0 11 57.7
 AR1775;UTM  17      - 3,267,379.220   363,898.260   MT  0.99982856   -0 41 32.3
 AR1775
 AR1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1775!SPC FL N     -   1.00000147  x   1.00001010  =   1.00001157
 AR1775!SPC FL W     -   1.00000147  x   0.99996014  =   0.99996161
 AR1775!UTM  17      -   1.00000147  x   0.99982856  =   0.99983003
 AR1775
 AR1775                          SUPERSEDED SURVEY CONTROL
 AR1775
 AR1775  NAD 83(1990)-  29 31 43.11106(N)    082 24 16.13765(W) AD(       ) 2
 AR1775  ELLIP H (05/01/91)   -9.32   (m)                       GP(       ) 4 1
 AR1775  NAD 83(1986)-  29 31 43.11846(N)    082 24 16.14757(W) AD(       ) 2
 AR1775  NGVD 29 (11/17/89)   19.3    (m)           63.     (f) GPS OBS        
 AR1775
 AR1775.Superseded values are not recommended for survey control.
 AR1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1775.See file dsdata.txt to determine how the superseded data were derived.
 AR1775
 AR1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6389867379(NAD 83)
 AR1775_MARKER: DD = SURVEY DISK
 AR1775_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1775_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1775_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1775+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1775
 AR1775  HISTORY     - Date     Condition        Report By
 AR1775  HISTORY     - 1988     MONUMENTED       PMC
 AR1775
 AR1775                          STATION DESCRIPTION
 AR1775
 AR1775'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1775'THE STATION IS LOCATED ABOUT 15.1 KM (9.4 MI)
 AR1775'SOUTH-SOUTHWEST OF GAINESVILLE.
 AR1775'OWNERSHIP--ACR 346A R/W.
 AR1775'
 AR1775'TO REACH THE STATION FROM THE OVERPASS OF SR 121 (WILLISTON RD) AND
 AR1775'I75, GO SOUTH FOR 9.2 KM (5.6 MI) ON SR 121 TO ACR 346A AND THE
 AR1775'STATION ON THE LEFT.
 AR1775'THE STATION IS EAST 7.6 METERS (25 FT) OF SR 121, NORTH 18.6 METERS
 AR1775'(61 FT) OF A POWER POLE, WEST 4.9 METERS (16 FT) OF A FENCE LINE,
 AR1775'NORTH 7.6 METERS (25 FT) OF ACR 346 CENTERLINE EXTENDED.
 AR1775'
 AR1775'THE STATION IS A STANDARD AC GIS DISK
 AR1775'STAMPED---STATION A129---,
 AR1775'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1775'18.64 METERS (61.14 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1775'POWER POLE,
 AR1775'10.83 METERS (35.52 FT) NORTHEAST FROM A RAILROAD SPIKE,
 AR1775'7.71 METERS (25.30 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1775'IN ASPHALT,
 AR1775'33.71 METERS (110.58 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1775'ASPHALT,
 AR1775'4.6 METERS (15 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1775'
 AR1775'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1775'STAMPED---AZIMUTH A130---,
 AR1775'SET INTO THE GROUND 31 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1775'29.27 METERS (96.03 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1775'IN POWER POLE,
 AR1775'20.75 METERS (68.07 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET,
 AR1775'10.12 METERS (33.21 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1775'IN 18 IN LIVE OAK,
 AR1775'0.7 METERS (1 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1775'TO REACH THE AZIMUTH FROM THE STATION,
 AR1775'GO WEST FOR 0.6 KM (0.4 MI) ON ACR 346A TO THE AZIMUTH
 AR1775'ON THE SOUTH SIDE OF ROAD.
 AR1775'THE AZIMUITH MARK IS SOUTH 11.9 METERS (39 FT) OF CENTERLINE, EAST
 AR1775'25.6 METERS (84 FT) FROM A POWER POLE, EAST 0.3 KM (0.2 MI) OF THE
 AR1775'MAIN ENTRANCE TO GATOR GETAWAY AND OPPOSITE OF DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0651 ***********************************************************************
 AR0651  DESIGNATION -  A 13
 AR0651  PID         -  AR0651
 AR0651  STATE/COUNTY-  FL/LEVY
 AR0651  USGS QUAD   -  BRONSON NE (1988)
 AR0651
 AR0651                         *CURRENT SURVEY CONTROL
 AR0651  ___________________________________________________________________
 AR0651* NAD 83(1986)-  29 27 28.     (N)    082 37 26.     (W)     SCALED    
 AR0651* NAVD 88     -        25.706  (meters)      84.34   (feet)  ADJUSTED  
 AR0651  ___________________________________________________________________
 AR0651  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR0651  DYNAMIC HT  -          25.670 (meters)      84.22  (feet)  COMP
 AR0651  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 AR0651
 AR0651  VERT ORDER  -  FIRST     CLASS II
 AR0651
 AR0651.The horizontal coordinates were scaled from a topographic map and have
 AR0651.an estimated accuracy of +/- 6 seconds.
 AR0651
 AR0651.The orthometric height was determined by differential leveling
 AR0651.and adjusted by the National Geodetic Survey in June 1991..
 AR0651
 AR0651.The geoid height was determined by GEOID03.
 AR0651
 AR0651.The dynamic height is computed by dividing the NAVD 88
 AR0651.geopotential number by the normal gravity value computed on the
 AR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0651.degrees latitude (g = 980.6199 gals.).
 AR0651
 AR0651.The modeled gravity was interpolated from observed gravity values.
 AR0651
 AR0651;                    North         East    Units  Estimated Accuracy
 AR0651;SPC FL W     -   567,930.      139,480.      MT  (+/- 180 meters Scaled)
 AR0651
 AR0651                          SUPERSEDED SURVEY CONTROL
 AR0651
 AR0651  NGVD 29 (??/??/92)   25.94   (m)           85.1    (f) COMPUTED    1 2
 AR0651
 AR0651.Superseded values are not recommended for survey control.
 AR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0651.See file dsdata.txt to determine how the superseded data were derived.
 AR0651
 AR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN425598(NAD 83)
 AR0651_MARKER: DB = BENCH MARK DISK
 AR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0651_STAMPING: 85.085 A 13 1932
 AR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0651+STABILITY: SURFACE MOTION
 AR0651
 AR0651  HISTORY     - Date     Condition        Report By
 AR0651  HISTORY     - 1932     MONUMENTED       CGS
 AR0651  HISTORY     - 1954     GOOD             NGS
 AR0651  HISTORY     - 1973     MARK NOT FOUND   USGS
 AR0651  HISTORY     - 19981217 MARK NOT FOUND   USPSQD
 AR0651
 AR0651                          STATION DESCRIPTION
 AR0651
 AR0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0651'1.4 MI E FROM BRONSON.
 AR0651'ABOUT 0.15 MILE SOUTHEAST ALONG ALTERNATE U.S. HIGHWAY 27 FROM
 AR0651'THE INTERSECTION OF STATE HIGHWAY 24, THENCE ABOUT 1.3 MILES
 AR0651'NORTHEAST ALONG A BLACK TOP AND SAND ROAD PARALLELING THE OLD
 AR0651'ABANDONED GRADE OF SEABOARD AIR LINE RAILWAY, ABOUT 0.1 MILE
 AR0651'SOUTHWEST OF A TRAIL CROSSING OLD RAILWAY GRADE, 21 FEET NORTHWEST
 AR0651'OF CENTER LINE OF OLD RAILWAY GRADE, 52 FEET SOUTHEAST OF CENTER
 AR0651'LINE OF SAND ROAD PARALLEL TO TRACK, 60 1/2 FEET NORTH-NORTHEAST OF
 AR0651'TELEPHONE POLE NO. 193 1/2, 96 FEET WEST-SOUTHWEST OF TELEPHONE
 AR0651'POLE NO. 193, ABOUT 2 FEET ABOVE LEVEL OF OLD RAILWAY BED AND
 AR0651'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AR0651
 AR0651                          STATION RECOVERY (1973)
 AR0651
 AR0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AR0651'MARK NOT FOUND.
 AR0651
 AR0651                          STATION RECOVERY (1998)
 AR0651
 AR0651'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1468 ***********************************************************************
 AG1468  DESIGNATION -  A 13
 AG1468  PID         -  AG1468
 AG1468  STATE/COUNTY-  FL/SARASOTA
 AG1468  USGS QUAD   -  LOWER MYAKKA LAKE (1973)
 AG1468
 AG1468                         *CURRENT SURVEY CONTROL
 AG1468  ___________________________________________________________________
 AG1468* NAD 83(1990)-  27 13 23.34354(N)    082 17 53.37828(W)     ADJUSTED  
 AG1468* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AG1468  ___________________________________________________________________
 AG1468  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AG1468  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG1468
 AG1468  HORZ ORDER  -  SECOND
 AG1468
 AG1468.The horizontal coordinates were established by classical geodetic methods
 AG1468.and adjusted by the National Geodetic Survey in May 1991..
 AG1468
 AG1468.The orthometric height was scaled from a topographic map.
 AG1468
 AG1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1468
 AG1468.The geoid height was determined by GEOID03.
 AG1468
 AG1468;                    North         East     Units Scale Factor Converg.
 AG1468;SPC FL W     -   320,164.057   170,466.398   MT  0.99995194   -0 08 11.0
 AG1468;SPC FL W     - 1,050,404.91    559,271.84   sFT  0.99995194   -0 08 11.0
 AG1468;UTM  17      - 3,011,817.916   371,451.515   MT  0.99980399   -0 35 38.2
 AG1468
 AG1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1468!SPC FL W     -   1.00000276  x   0.99995194  =   0.99995470
 AG1468!UTM  17      -   1.00000276  x   0.99980399  =   0.99980675
 AG1468
 AG1468|---------------------------------------------------------------------|
 AG1468| PID    Reference Object                     Distance      Geod. Az  |
 AG1468|                                                           dddmmss.s |
 AG1468| CW6877 A 13 RM 1                                          08519     |
 AG1468| AG1469 B 13                                APPROX. 1.7 KM 3140452.7 |
 AG1468| CW6878 A 13 RM 2                                          32448     |
 AG1468|---------------------------------------------------------------------|
 AG1468
 AG1468                          SUPERSEDED SURVEY CONTROL
 AG1468
 AG1468  NAD 83(1986)-  27 13 23.34104(N)    082 17 53.38741(W) AD(       ) 2
 AG1468  NAD 27      -  27 13 22.16271(N)    082 17 54.05632(W) AD(       ) 2
 AG1468
 AG1468.Superseded values are not recommended for survey control.
 AG1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1468.See file dsdata.txt to determine how the superseded data were derived.
 AG1468
 AG1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7145211818(NAD 83)
 AG1468_MARKER: DD = SURVEY DISK
 AG1468_SETTING: 0 = UNSPECIFIED SETTING
 AG1468
 AG1468  HISTORY     - Date     Condition        Report By
 AG1468  HISTORY     - 1944     MONUMENTED       CGS
 AG1468
 AG1468                          STATION DESCRIPTION
 AG1468
 AG1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1468'STATION IS 1.7 MILES SE OF THE MYAKKA STATE PARK ENTRANCE, 46
 AG1468'FEET W OF THE CENTER LINE OF STATE HIGHWAY 220, AT A CURVE TO
 AG1468'THE E, AT THE INTERSECTION OF THE EXTENSIONS ON THE SHOULDERS
 AG1468'OF THE HIGHWAY ON THE S SIDE, IN A PLOWED FIREBRAKE 15 FEET W
 AG1468'OF THE DITCH.  THE MARK IS ABOUT 1 FOOT BELOW THE SURFACE OF
 AG1468'THE GROUND AND IS STAMPED A 13 1944.
 AG1468'
 AG1468'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1468'THE TOP OF CONCRETE POSTS.
 AG1468'
 AG1468'REFERENCE MARK 1 IS SE OF THE STATION, IN THE SHOULDER OF THE
 AG1468'HIGHWAY, 12-1/2 FEET SW OF CENTER LINE OF THE PAVEMENT.  THE
 AG1468'MARK IS FLUSH WITH THE GROUND AND IS STAMPED A 13 NO 1 1944.
 AG1468'
 AG1468'REFERENCE MARK 2 IS N OF THE STATION, IN THE SHOULDER OF THE
 AG1468'HIGHWAY, 15 FEET SW OF CENTER LINE OF THE PAVEMENT.  THE MARK
 AG1468'IS FLUSH WITH THE GROUND AND IS STAMPED A 13 NO 2 1944.
 AG1468'
 AG1468'TO REACH THE STATION FROM SARASOTA, DRIVE 3 MILES S ON
 AG1468'U.S. HIGHWAY 41, THEN TURN E ON STATE HIGHWAY 220, AND DRIVE
 AG1468'17.6 MILES SE TO A CURVE LEFT IN THE HIGHWAY AND THE STATION
 AG1468'AS DESCRIBED ABOVE.  THIS IS 1.2 MILES SE OF THE MYAKKA RIVER
 AG1468'BRIDGE.
 AG1468'
 AG1468'AZIMUTH MARK IS STATION B 13.
 AG1468'
 AG1468'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7795 ***********************************************************************
 AG7795  DESIGNATION -  A 13 12 81
 AG7795  PID         -  AG7795
 AG7795  STATE/COUNTY-  FL/LEE
 AG7795  USGS QUAD   -  PLACIDA (1987)
 AG7795
 AG7795                         *CURRENT SURVEY CONTROL
 AG7795  ___________________________________________________________________
 AG7795* NAD 83(1986)-  26 45 06.     (N)    082 15 44.     (W)     SCALED    
 AG7795* NAVD 88     -         1.189  (meters)       3.90   (feet)  ADJUSTED  
 AG7795  ___________________________________________________________________
 AG7795  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7795  DYNAMIC HT  -           1.187 (meters)       3.89  (feet)  COMP
 AG7795  MODELED GRAV-     979,098.7   (mgal)                       NAVD 88
 AG7795
 AG7795  VERT ORDER  -  SECOND    CLASS I
 AG7795
 AG7795.The horizontal coordinates were scaled from a topographic map and have
 AG7795.an estimated accuracy of +/- 6 seconds.
 AG7795
 AG7795.The orthometric height was determined by differential leveling
 AG7795.and adjusted by the National Geodetic Survey in June 1991..
 AG7795
 AG7795.The geoid height was determined by GEOID03.
 AG7795
 AG7795.The dynamic height is computed by dividing the NAVD 88
 AG7795.geopotential number by the normal gravity value computed on the
 AG7795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7795.degrees latitude (g = 980.6199 gals.).
 AG7795
 AG7795.The modeled gravity was interpolated from observed gravity values.
 AG7795
 AG7795;                    North         East    Units  Estimated Accuracy
 AG7795;SPC FL W     -   267,920.      173,920.      MT  (+/- 180 meters Scaled)
 AG7795
 AG7795                          SUPERSEDED SURVEY CONTROL
 AG7795
 AG7795.No superseded survey control is available for this station.
 AG7795
 AG7795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK744595(NAD 83)
 AG7795_MARKER: DE = TRAVERSE STATION DISK
 AG7795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7795_SP_SET: CONCRETE POST
 AG7795_STAMPING: A13 12 81
 AG7795_MARK LOGO: FLDNR 
 AG7795_PROJECTION: RECESSED 10 CENTIMETERS
 AG7795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7795+STABILITY: SURFACE MOTION
 AG7795
 AG7795  HISTORY     - Date     Condition        Report By
 AG7795  HISTORY     - 1981     MONUMENTED       FLDT
 AG7795  HISTORY     - 1984     GOOD             FLDNR
 AG7795  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7795
 AG7795                          STATION DESCRIPTION
 AG7795
 AG7795'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7795'IN BOCA GRANDE.
 AG7795'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7795'TO GASPARILLA ISLAND, GO 5.65 MILES SOUTHERLY ON COUNTY ROAD 771 TO
 AG7795'THE MARK.  THE MARK BEARS 16 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 AG7795'COUNTY ROAD 771, 58.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AG7795'WESTBOUND LANE OF 5TH STREET, 103 FEET SOUTH-SOUTHEAST OF A POWER
 AG7795'POLE, AND 17.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 AG7795
 AG7795                          STATION RECOVERY (1990)
 AG7795
 AG7795'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1424 ***********************************************************************
 AR1424  DESIGNATION -  A 13 FLDNR
 AR1424  PID         -  AR1424
 AR1424  STATE/COUNTY-  FL/DIXIE
 AR1424  USGS QUAD   -  VISTA (1993)
 AR1424
 AR1424                         *CURRENT SURVEY CONTROL
 AR1424  ___________________________________________________________________
 AR1424* NAD 83(1986)-  29 22 33.     (N)    083 05 24.     (W)     SCALED    
 AR1424* NAVD 88     -         2.607  (meters)       8.55   (feet)  ADJUSTED  
 AR1424  ___________________________________________________________________
 AR1424  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1424  DYNAMIC HT  -           2.604 (meters)       8.54  (feet)  COMP
 AR1424  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 AR1424
 AR1424  VERT ORDER  -  SECOND    CLASS I
 AR1424
 AR1424.The horizontal coordinates were scaled from a topographic map and have
 AR1424.an estimated accuracy of +/- 6 seconds.
 AR1424
 AR1424.The orthometric height was determined by differential leveling
 AR1424.and adjusted by the National Geodetic Survey in June 1991..
 AR1424
 AR1424.The geoid height was determined by GEOID03.
 AR1424
 AR1424.The dynamic height is computed by dividing the NAVD 88
 AR1424.geopotential number by the normal gravity value computed on the
 AR1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1424.degrees latitude (g = 980.6199 gals.).
 AR1424
 AR1424.The modeled gravity was interpolated from observed gravity values.
 AR1424
 AR1424;                    North         East    Units  Estimated Accuracy
 AR1424;SPC FL N     -    42,510.      736,890.      MT  (+/- 180 meters Scaled)
 AR1424
 AR1424                          SUPERSEDED SURVEY CONTROL
 AR1424
 AR1424.No superseded survey control is available for this station.
 AR1424
 AR1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN971514(NAD 83)
 AR1424_MARKER: DB = BENCH MARK DISK
 AR1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1424_SP_SET: CONCRETE POST
 AR1424_STAMPING: DNR A13
 AR1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1424+STABILITY: SURFACE MOTION
 AR1424
 AR1424  HISTORY     - Date     Condition        Report By
 AR1424  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1424  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1424
 AR1424                          STATION DESCRIPTION
 AR1424
 AR1424'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1424'16.8 MI SW FROM OLD TOWN.
 AR1424'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1424'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1424'16.8 MILES.
 AR1424'ABOUT 42.6 FEET N70W FROM CENTERLINE SR349 ABOUT 249.3 FEET S20W FROM
 AR1424'A POWER POLE.
 AR1424'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1424'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1424
 AR1424                          STATION RECOVERY (1994)
 AR1424
 AR1424'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0404 ***********************************************************************
 BE0404  DESIGNATION -  A 130
 BE0404  PID         -  BE0404
 BE0404  STATE/COUNTY-  FL/JACKSON
 BE0404  USGS QUAD   -  FAIRCHILD (1994)
 BE0404
 BE0404                         *CURRENT SURVEY CONTROL
 BE0404  ___________________________________________________________________
 BE0404* NAD 83(1986)-  30 52 18.     (N)    084 56 48.     (W)     SCALED    
 BE0404* NAVD 88     -        27.960  (meters)      91.73   (feet)  ADJUSTED  
 BE0404  ___________________________________________________________________
 BE0404  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BE0404  DYNAMIC HT  -          27.924 (meters)      91.61  (feet)  COMP
 BE0404  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 BE0404
 BE0404  VERT ORDER  -  SECOND    CLASS 0
 BE0404
 BE0404.The horizontal coordinates were scaled from a topographic map and have
 BE0404.an estimated accuracy of +/- 6 seconds.
 BE0404
 BE0404.The orthometric height was determined by differential leveling
 BE0404.and adjusted by the National Geodetic Survey in June 1991..
 BE0404
 BE0404.The geoid height was determined by GEOID03.
 BE0404
 BE0404.The dynamic height is computed by dividing the NAVD 88
 BE0404.geopotential number by the normal gravity value computed on the
 BE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0404.degrees latitude (g = 980.6199 gals.).
 BE0404
 BE0404.The modeled gravity was interpolated from observed gravity values.
 BE0404
 BE0404;                    North         East    Units  Estimated Accuracy
 BE0404;SPC FL N     -   207,560.      557,280.      MT  (+/- 180 meters Scaled)
 BE0404
 BE0404                          SUPERSEDED SURVEY CONTROL
 BE0404
 BE0404  NGVD 29 (??/??/92)   28.093  (m)           92.17   (f) ADJ UNCH    2 0
 BE0404
 BE0404.Superseded values are not recommended for survey control.
 BE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0404.See file dsdata.txt to determine how the superseded data were derived.
 BE0404
 BE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV963171(NAD 83)
 BE0404_MARKER: DB = BENCH MARK DISK
 BE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0404_STAMPING: A 130 1952
 BE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0404+STABILITY: SURFACE MOTION
 BE0404
 BE0404  HISTORY     - Date     Condition        Report By
 BE0404  HISTORY     - 1952     MONUMENTED       CGS
 BE0404  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0404
 BE0404                          STATION DESCRIPTION
 BE0404
 BE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0404'6.6 MI SE FROM LOVEDALE.
 BE0404'ABOUT 2.5 MILES EAST ALONG A GRADED ROAD FROM THE CHURCH AND
 BE0404'CEMETERY AT LOVEDALE, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A
 BE0404'GRADED ROAD, THENCE ABOUT 3.3 MILES EAST ALONG A GRADED AND
 BE0404'DIRT ROAD, ABOUT 0.9 MILE EAST ALONG A DIRT ROAD FROM HAYNES
 BE0404'CROSSROAD, ABOUT 0.45 MILE WEST OF WEST BANK OF CHATTAHOOCHEE
 BE0404'RIVER, 21 FEET SOUTH OF CENTER LINE OF ROAD, 108 FEET WEST OF
 BE0404'CENTER OF JUNCTION OF A DIM ROAD SOUTHEAST, 75 FEET SOUTH-SOUTHWEST
 BE0404'AND ACROSS ROAD FROM A FENCE CORNER, 48 FEET SOUTH AND ACROSS
 BE0404'ROAD FROM A TRIANGULAR BLAZED 26-INCH TWIN OAK TREE, 1 1/2 FEET
 BE0404'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND
 BE0404'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0404
 BE0404                          STATION RECOVERY (2001)
 BE0404
 BE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0436 ***********************************************************************
 BE0436  DESIGNATION -  A 131
 BE0436  PID         -  BE0436
 BE0436  STATE/COUNTY-  FL/JACKSON
 BE0436  USGS QUAD   -  SNEADS (1994)
 BE0436
 BE0436                         *CURRENT SURVEY CONTROL
 BE0436  ___________________________________________________________________
 BE0436* NAD 83(1986)-  30 43 33.     (N)    084 54 15.     (W)     SCALED    
 BE0436* NAVD 88     -        24.976  (meters)      81.94   (feet)  ADJUSTED  
 BE0436  ___________________________________________________________________
 BE0436  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BE0436  DYNAMIC HT  -          24.943 (meters)      81.83  (feet)  COMP
 BE0436  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BE0436
 BE0436  VERT ORDER  -  SECOND    CLASS 0
 BE0436
 BE0436.The horizontal coordinates were scaled from a topographic map and have
 BE0436.an estimated accuracy of +/- 6 seconds.
 BE0436
 BE0436.The orthometric height was determined by differential leveling
 BE0436.and adjusted by the National Geodetic Survey in June 1991..
 BE0436
 BE0436.The geoid height was determined by GEOID03.
 BE0436
 BE0436.The dynamic height is computed by dividing the NAVD 88
 BE0436.geopotential number by the normal gravity value computed on the
 BE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0436.degrees latitude (g = 980.6199 gals.).
 BE0436
 BE0436.The modeled gravity was interpolated from observed gravity values.
 BE0436
 BE0436;                    North         East    Units  Estimated Accuracy
 BE0436;SPC FL N     -   191,380.      561,290.      MT  (+/- 180 meters Scaled)
 BE0436
 BE0436                          SUPERSEDED SURVEY CONTROL
 BE0436
 BE0436  NGVD 29 (??/??/92)   25.126  (m)           82.43   (f) ADJ UNCH    2 0
 BE0436
 BE0436.Superseded values are not recommended for survey control.
 BE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0436.See file dsdata.txt to determine how the superseded data were derived.
 BE0436
 BE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV006010(NAD 83)
 BE0436_MARKER: DB = BENCH MARK DISK
 BE0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0436_STAMPING: A 131 1953
 BE0436_PROJECTION: PROJECTING 8 CENTIMETERS
 BE0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0436+STABILITY: SURFACE MOTION
 BE0436
 BE0436  HISTORY     - Date     Condition        Report By
 BE0436  HISTORY     - 1953     MONUMENTED       CGS
 BE0436  HISTORY     - 1978     GOOD             USGS
 BE0436  HISTORY     - 1981     GOOD             NGS
 BE0436  HISTORY     - 20010403 GOOD             USPSQD
 BE0436
 BE0436                          STATION DESCRIPTION
 BE0436
 BE0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BE0436'2.7 MI NE FROM SNEADS.
 BE0436'ABOUT 0.2 MILE NORTH ALONG A STREET FROM THE LOUISVILLE AND
 BE0436'NASHVILLE RAILROAD STATION AT SNEADS, THENCE ABOUT 0.85 MILE
 BE0436'EAST ALONG U.S. HIGHWAY 90, THENCE ABOUT 1.2 MILES NORTH ALONG A
 BE0436'GRADED ROAD, THENCE ABOUT 0.45 MILE EAST ALONG A TEMPORARY ROAD
 BE0436'LEADING TO CHATTAHOOCHEE RIVER, AT THE TOP EDGE OF A SMALL BLUFF,
 BE0436'9 FEET NORTHWEST OF THE NORTHWEST 16-INCH OAK TREE IN A CLUSTER
 BE0436'OF ABOUT A DOZEN OAK TREES, 62 FEET SOUTH OF CENTER LINE OF
 BE0436'TEMPORARY ROAD, 31 FEET NORTHWEST OF NORTHWEST BANK OF A 4-FOOT
 BE0436'DEEP GULLY, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 BE0436'CONCRETE POST PROJECTING 3 INCHES.
 BE0436
 BE0436                          STATION RECOVERY (1978)
 BE0436
 BE0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BE0436'RECOVERED IN GOOD CONDITION.
 BE0436
 BE0436                          STATION RECOVERY (1981)
 BE0436
 BE0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0436'2.1 KILOMETERS (1.3 MILES) WEST ALONG U.S. HIGHWAY 90 FROM THE
 BE0436'INTERSECTION OF STATE HIGHWAY 271 NORTH IN SNEADS, THENCE 2.6
 BE0436'KILOMETERS (1.6 MILES) NORTH ALONG A PAVED ROAD LEADING TO THE
 BE0436'SEMINOLE LODGE, THENCE 0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG
 BE0436'THE NORTHEAST SAND ROAD OF THE SAND ROAD LOOP LEADING TO THE
 BE0436'LODGE, ALSO 0.2 KILOMETER (0.1 MILE) NORTH OF THE LODGE OFFICE
 BE0436'BUILDING, 47.72 METERS (150 FEET) SOUTHWEST OF THE SOUTHWEST
 BE0436'BANK OF THE LAKE, 6.03 METERS (19.8 FEET) SOUTHWEST OF THE BASE
 BE0436'OF THE GUYWIRE OF A POWER POLE, 2.43 METERS (8 FEET) NORTHEAST
 BE0436'OF THE CENTER OF THE SAND ROAD, 0.91 METER (3 FEET) SOUTHEAST OF
 BE0436'A POWER POLE, WITH AN ELECTRIC METER, TRANSFORMER, AND LINES
 BE0436'CROSSING THE ROAD LEADING TO THE LODGE.
 BE0436'NOTE--NOT LEVELED TO BY THIS PARTY IN 1981.
 BE0436'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BE0436'THE MARK IS ABOVE LEVEL WITH ROAD.
 BE0436
 BE0436                          STATION RECOVERY (2001)
 BE0436
 BE0436'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1776 ***********************************************************************
 AR1776  DESIGNATION -  A 131
 AR1776  PID         -  AR1776
 AR1776  STATE/COUNTY-  FL/ALACHUA
 AR1776  USGS QUAD   -  WILLISTON (1976)
 AR1776
 AR1776                         *CURRENT SURVEY CONTROL
 AR1776  ___________________________________________________________________
 AR1776* NAD 83(1999)-  29 29 06.40022(N)    082 24 47.10608(W)     ADJUSTED  
 AR1776* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 AR1776  ___________________________________________________________________
 AR1776  X           -     733,633.485 (meters)                     COMP
 AR1776  Y           -  -5,507,922.154 (meters)                     COMP
 AR1776  Z           -   3,120,815.137 (meters)                     COMP
 AR1776  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AR1776  ELLIP HEIGHT-          -6.32  (meters)          (06/12/02) GPS OBS
 AR1776  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1776
 AR1776  HORZ ORDER  -  SECOND
 AR1776  ELLP ORDER  -  FOURTH    CLASS I
 AR1776
 AR1776.The horizontal coordinates were established by GPS observations
 AR1776.and adjusted by the National Geodetic Survey in June 2002..
 AR1776
 AR1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1776
 AR1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1776
 AR1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1776
 AR1776.The ellipsoidal height was determined by GPS observations
 AR1776.and is referenced to NAD 83.
 AR1776
 AR1776.The geoid height was determined by GEOID03.
 AR1776
 AR1776;                    North         East     Units Scale Factor Converg.
 AR1776;SPC FL N     -    55,626.181   802,382.488   MT  1.00001878   +1 02 55.4
 AR1776;SPC FL N     -   182,500.23  2,632,483.21   sFT  1.00001878   +1 02 55.4
 AR1776;SPC FL W     -   570,867.574   159,940.998   MT  0.99996097   -0 12 12.0
 AR1776;SPC FL W     - 1,872,921.37    524,739.76   sFT  0.99996097   -0 12 12.0
 AR1776;UTM  17      - 3,262,565.321   363,005.960   MT  0.99983157   -0 41 44.3
 AR1776
 AR1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1776!SPC FL N     -   1.00000099  x   1.00001878  =   1.00001977
 AR1776!SPC FL W     -   1.00000099  x   0.99996097  =   0.99996196
 AR1776!UTM  17      -   1.00000099  x   0.99983157  =   0.99983256
 AR1776
 AR1776                          SUPERSEDED SURVEY CONTROL
 AR1776
 AR1776  NAD 83(1990)-  29 29 06.39881(N)    082 24 47.10563(W) AD(       ) 2
 AR1776  ELLIP H (05/01/91)   -6.25   (m)                       GP(       ) 4 1
 AR1776  NAD 83(1986)-  29 29 06.40476(N)    082 24 47.11681(W) AD(       ) 2
 AR1776  NGVD 29 (11/17/89)   22.7    (m)           74.     (f) GPS OBS        
 AR1776
 AR1776.Superseded values are not recommended for survey control.
 AR1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1776.See file dsdata.txt to determine how the superseded data were derived.
 AR1776
 AR1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6300662565(NAD 83)
 AR1776_MARKER: DD = SURVEY DISK
 AR1776_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1776_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1776_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1776+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1776
 AR1776  HISTORY     - Date     Condition        Report By
 AR1776  HISTORY     - 1988     MONUMENTED       PMC
 AR1776
 AR1776                          STATION DESCRIPTION
 AR1776
 AR1776'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1776'THE STATION IS LOCATED ABOUT 20 KM (12.4 MI)
 AR1776'SOUTH-SOUTHWEST OF GAINESVILLE.
 AR1776'OWNERSHIP--ACR 346A R/W.
 AR1776'
 AR1776'TO REACH THE STATION FROM THE OVERPASS OF I75 AND SR 121, WILLISTON
 AR1776'RD, GO SOUTH FOR 9.2 KM (5.7 MI) ON SR 121 TO ACR 346A, CONTINUE
 AR1776'SOUTH FOR 5 KM (3.1 MI) TO THE ALACHUA-LEVY COUNTY LINE AND THE
 AR1776'STATION ON THE RIGHT.
 AR1776'THE STATION IS WEST 12.5 METERS (41 FT) OF CENTERLINE, NORTH 11.3
 AR1776'METERS (37 FT) OF THE ENTERING LEVY COUNTY SIGN, SOUTH-SOUTHWEST
 AR1776'75.3 METERS (247 FT) OF A LONE 18 IN OAK.
 AR1776'
 AR1776'THE STATION IS A STANDARD AC GIS DISK
 AR1776'STAMPED---STATION A131---,
 AR1776'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1776'13.77 METERS (45.18 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1776'SET IN APPROX. CENTERLINE OF SR 121,
 AR1776'16.30 METERS (53.47 FT) NORTHWEST FROM A PK NAIL AND TIN TAB SET
 AR1776'IN CENTERLINE OF SR 121,
 AR1776'13.23 METERS (43.40 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1776'13.27 METERS (43.53 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1776'SET, 0.6 METERS (2 FT) EAST FROM A CARSONITE WITNESS POST.
 AR1776'
 AR1776'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1776'STAMPED---AZIMUTH A132---,
 AR1776'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1776'19.88 METERS (65.23 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1776'SET IN APPROX. CENTERLINE OF SR 121,
 AR1776'18.50 METERS (60.70 FT) EAST FROM A NAIL AND CAP (NO 3765) SET
 AR1776'IN APPROX. CENTERLINE OF SR 121,
 AR1776'2.08 METERS (6.83 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET
 AR1776'IN 6 IN PINE,
 AR1776'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST.
 AR1776'TO REACH THE AZIMUTH FROM THE STATION,
 AR1776'GO NORTHEAST FOR 1 KM (0.65 MI) ON SR 121 TO THE AZIMUTH ON THE
 AR1776'RIGHT.
 AR1776'THE MARK IS EAST-SOUTHEAST 14.3 METERS (47 FT) OF CENTERLINE, WEST
 AR1776'0.9 METERS (3 FT) OF A FENCE, NORTH 101.5 METERS (333 FT) FROM SR
 AR1776'DOT R/W MARKER MARKING THE PC OF CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5053 ***********************************************************************
 AK5053  DESIGNATION -  A 132
 AK5053  PID         -  AK5053
 AK5053  STATE/COUNTY-  FL/BREVARD
 AK5053  USGS QUAD   -  TITUSVILLE (1988)
 AK5053
 AK5053                         *CURRENT SURVEY CONTROL
 AK5053  ___________________________________________________________________
 AK5053* NAD 83(1986)-  28 35 16.     (N)    080 48 08.     (W)     SCALED    
 AK5053* NAVD 88     -         1.667  (meters)       5.47   (feet)  ADJUSTED  
 AK5053  ___________________________________________________________________
 AK5053  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK5053  DYNAMIC HT  -           1.665 (meters)       5.46  (feet)  COMP
 AK5053  MODELED GRAV-     979,229.7   (mgal)                       NAVD 88
 AK5053
 AK5053  VERT ORDER  -  SECOND    CLASS 0
 AK5053
 AK5053.The horizontal coordinates were scaled from a topographic map and have
 AK5053.an estimated accuracy of +/- 6 seconds.
 AK5053
 AK5053.The orthometric height was determined by differential leveling
 AK5053.and adjusted by the National Geodetic Survey in June 1991..
 AK5053
 AK5053.The geoid height was determined by GEOID03.
 AK5053
 AK5053.The dynamic height is computed by dividing the NAVD 88
 AK5053.geopotential number by the normal gravity value computed on the
 AK5053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5053.degrees latitude (g = 980.6199 gals.).
 AK5053
 AK5053.The modeled gravity was interpolated from observed gravity values.
 AK5053
 AK5053;                    North         East    Units  Estimated Accuracy
 AK5053;SPC FL E     -   471,360.      219,350.      MT  (+/- 180 meters Scaled)
 AK5053
 AK5053                          SUPERSEDED SURVEY CONTROL
 AK5053
 AK5053  NGVD 29 (??/??/92)    2.08   (m)            6.8    (f) COMPUTED    2 0
 AK5053
 AK5053.Superseded values are not recommended for survey control.
 AK5053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5053.See file dsdata.txt to determine how the superseded data were derived.
 AK5053
 AK5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM193623(NAD 83)
 AK5053_MARKER: DB = BENCH MARK DISK
 AK5053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5053_SP_SET: CULVERT
 AK5053_STAMPING: A 132 1953
 AK5053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5053
 AK5053  HISTORY     - Date     Condition        Report By
 AK5053  HISTORY     - 1953     MONUMENTED       CGS
 AK5053  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK5053
 AK5053                          STATION DESCRIPTION
 AK5053
 AK5053'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK5053'1.9 MI N FROM INDIAN RIVER.
 AK5053'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AK5053'OF STATE HIGHWAY 50 AT INDIAN RIVER, ABOUT 1.6 MILES SOUTH OF
 AK5053'THE ELEMENTARY SCHOOL AT TITUSVILLE, IN THE TOP OF THE SOUTH
 AK5053'END OF THE WEST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT
 AK5053'UNDER HIGHWAY 1, 19 1/2 FEET WEST OF CENTER LINE OF HIGHWAY,
 AK5053'70 1/2 FEET NORTH OF TELEPHONE POLE NO. 4322, 51 FEET EAST
 AK5053'OF SOUTHEAST CORNER OF SOUTH WING OF MT. VERNON LODGE AND ABOUT
 AK5053'2 FEET BELOW LEVEL OF HIGHWAY.
 AK5053
 AK5053                          STATION RECOVERY (1990)
 AK5053
 AK5053'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK5053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0934 ***********************************************************************
 AK0934  DESIGNATION -  A 132 RESET 1962
 AK0934  PID         -  AK0934
 AK0934  STATE/COUNTY-  FL/BREVARD
 AK0934  USGS QUAD   -  TITUSVILLE (1988)
 AK0934
 AK0934                         *CURRENT SURVEY CONTROL
 AK0934  ___________________________________________________________________
 AK0934* NAD 83(1986)-  28 35 16.     (N)    080 48 08.     (W)     SCALED    
 AK0934* NAVD 88     -         2.339  (meters)       7.67   (feet)  ADJUSTED  
 AK0934  ___________________________________________________________________
 AK0934  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK0934  DYNAMIC HT  -           2.335 (meters)       7.66  (feet)  COMP
 AK0934  MODELED GRAV-     979,229.7   (mgal)                       NAVD 88
 AK0934
 AK0934  VERT ORDER  -  FIRST     CLASS I
 AK0934
 AK0934.The horizontal coordinates were scaled from a topographic map and have
 AK0934.an estimated accuracy of +/- 6 seconds.
 AK0934
 AK0934.The orthometric height was determined by differential leveling
 AK0934.and adjusted by the National Geodetic Survey in June 1991..
 AK0934
 AK0934.The geoid height was determined by GEOID03.
 AK0934
 AK0934.The dynamic height is computed by dividing the NAVD 88
 AK0934.geopotential number by the normal gravity value computed on the
 AK0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0934.degrees latitude (g = 980.6199 gals.).
 AK0934
 AK0934.The modeled gravity was interpolated from observed gravity values.
 AK0934
 AK0934;                    North         East    Units  Estimated Accuracy
 AK0934;SPC FL E     -   471,360.      219,350.      MT  (+/- 180 meters Scaled)
 AK0934
 AK0934                          SUPERSEDED SURVEY CONTROL
 AK0934
 AK0934  NGVD 29 (??/??/92)    2.732  (m)            8.96   (f) ADJ UNCH    1 1
 AK0934
 AK0934.Superseded values are not recommended for survey control.
 AK0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0934.See file dsdata.txt to determine how the superseded data were derived.
 AK0934
 AK0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM193623(NAD 83)
 AK0934_MARKER: DB = BENCH MARK DISK
 AK0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0934_STAMPING: A 132 RESET 1962
 AK0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0934+STABILITY: SURFACE MOTION
 AK0934
 AK0934  HISTORY     - Date     Condition        Report By
 AK0934  HISTORY     - 1962     MONUMENTED       CGS
 AK0934  HISTORY     - 1964     GOOD             NGS
 AK0934  HISTORY     - 1970     GOOD             NGS
 AK0934  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AK0934  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK0934  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK0934
 AK0934                          STATION DESCRIPTION
 AK0934
 AK0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AK0934'1.6 MI S FROM TITUSVILLE.
 AK0934'ABOUT 1.55 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE BAYVIEW
 AK0934'ELEMENTARY SCHOOL AT TITUSVILLE, SET NEAR THE NORTHEAST CORNER
 AK0934'OF THE SOUTH WING OF THE MT. VERNON LODGE MOTEL, 24 FEET
 AK0934'WEST OF THE WEST CURB LINE OF THE SOUTHBOUND LANE OF THE
 AK0934'HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF AN ENTRANCE DRIVE
 AK0934'TO MOTEL, 1.7 FEET EAST OF THE NORTHEAST CORNER OF THE SOUTH
 AK0934'WING OF THE MOTEL, 1.4 FEET WEST OF A STEEL WITNESS POST,
 AK0934'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AK0934'CONCRETE POST 3 INCHES UNDERGROUND.
 AK0934
 AK0934                          STATION RECOVERY (1970)
 AK0934
 AK0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0934'RECOVERED IN GOOD CONDITION.
 AK0934
 AK0934                          STATION RECOVERY (1984)
 AK0934
 AK0934'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0934'MARK NOT FOUND.
 AK0934
 AK0934                          STATION RECOVERY (1987)
 AK0934
 AK0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AK0934'MARK NOT FOUND.
 AK0934
 AK0934                          STATION RECOVERY (1987)
 AK0934
 AK0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1777 ***********************************************************************
 AR1777  DESIGNATION -  A 133
 AR1777  PID         -  AR1777
 AR1777  STATE/COUNTY-  FL/ALACHUA
 AR1777  USGS QUAD   -  ARREDONDO (1993)
 AR1777
 AR1777                         *CURRENT SURVEY CONTROL
 AR1777  ___________________________________________________________________
 AR1777* NAD 83(1999)-  29 34 34.21452(N)    082 24 15.59953(W)     ADJUSTED  
 AR1777* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 AR1777  ___________________________________________________________________
 AR1777  X           -     733,817.183 (meters)                     COMP
 AR1777  Y           -  -5,502,878.562 (meters)                     COMP
 AR1777  Z           -   3,129,597.265 (meters)                     COMP
 AR1777  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AR1777  ELLIP HEIGHT-          -6.52  (meters)          (06/12/02) GPS OBS
 AR1777  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AR1777
 AR1777  HORZ ORDER  -  SECOND
 AR1777  ELLP ORDER  -  FOURTH    CLASS I
 AR1777
 AR1777.The horizontal coordinates were established by GPS observations
 AR1777.and adjusted by the National Geodetic Survey in June 2002..
 AR1777
 AR1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1777
 AR1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1777
 AR1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1777
 AR1777.The ellipsoidal height was determined by GPS observations
 AR1777.and is referenced to NAD 83.
 AR1777
 AR1777.The geoid height was determined by GEOID03.
 AR1777
 AR1777;                    North         East     Units Scale Factor Converg.
 AR1777;SPC FL N     -    65,733.596   803,045.602   MT  1.00000127   +1 03 11.3
 AR1777;SPC FL N     -   215,660.97  2,634,658.78   sFT  1.00000127   +1 03 11.3
 AR1777;UTM  17      - 3,272,646.036   363,976.442   MT  0.99982830   -0 41 35.7
 AR1777
 AR1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1777!SPC FL N     -   1.00000102  x   1.00000127  =   1.00000229
 AR1777!UTM  17      -   1.00000102  x   0.99982830  =   0.99982932
 AR1777
 AR1777                          SUPERSEDED SURVEY CONTROL
 AR1777
 AR1777  NAD 83(1990)-  29 34 34.21323(N)    082 24 15.59918(W) AD(       ) 2
 AR1777  ELLIP H (05/01/91)   -6.48   (m)                       GP(       ) 4 1
 AR1777  NAD 83(1986)-  29 34 34.22244(N)    082 24 15.60679(W) AD(       ) 2
 AR1777  NGVD 29 (11/17/89)   21.7    (m)           71.     (f) GPS OBS        
 AR1777
 AR1777.Superseded values are not recommended for survey control.
 AR1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1777.See file dsdata.txt to determine how the superseded data were derived.
 AR1777
 AR1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6397672646(NAD 83)
 AR1777_MARKER: DD = SURVEY DISK
 AR1777_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1777_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1777_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1777+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1777
 AR1777  HISTORY     - Date     Condition        Report By
 AR1777  HISTORY     - 1988     MONUMENTED       PMC
 AR1777
 AR1777                          STATION DESCRIPTION
 AR1777
 AR1777'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1777'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI)
 AR1777'SOUTHWEST OF GAINESVILLE.
 AR1777'OWNERSHIP--SW 22A R/W.
 AR1777'
 AR1777'TO REACH THE STATION FROM THE OVERPASS OF I75 AND SR 24,  GO
 AR1777'SOUTHWEST FOR 4.2 KM (2.6 MI) ON SR 24 TO SW 29 ON LEFT, TURN LEFT
 AR1777'AND GO SOUTH FOR 2.4 KM (1.5 MI) ON SW 29 TO SW 22A (A LIMEROCK
 AR1777'ROAD), TURN LEFT AND GO EAST FOR 1.1 KM (0.7 MI) ON SW 22A TO THE
 AR1777'AZIMUTH ON THE LEFT, CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.6 KM
 AR1777'(0.4 MI) ON SW 22A TO THE STATION ON THE RIGHT.
 AR1777'THE STATION IS SOUTH 12.5 METERS (41 FT) OF SW 22A, NORTH 0.6
 AR1777'METERS (2 FT) OF A FENCE, AND EAST 15.9 METERS (52 FT) FROM A
 AR1777'POWER POLE, WEST 1.1 KM (0.7 MI) OF SR 121.
 AR1777'
 AR1777'THE STATION IS A STANDARD AC GIS DISK
 AR1777'STAMPED---STATION A133---,
 AR1777'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1777'23.21 METERS (76.17 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1777'11.49 METERS (37.56 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1777'5.15 METERS (16.90 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1777'15.71 METERS (51.53 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1777'A POWER POLE,
 AR1777'1.2 METERS (4 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1777'
 AR1777'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1777'STAMPED---AZIMUTH A134---,
 AR1777'SET INTO THE GROUND 7 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1777'4.11 METERS (13.49 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1777'IN 24 IN LIVE OAK,
 AR1777'4.86 METERS (15.95 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1777'IN 16 IN SWEET GUM,
 AR1777'31.61 METERS (103.72 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1777'SET IN POWER POLE,
 AR1777'2.4 METERS (8 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1777'TO REACH THE AZIMUTH FROM THE STATION,
 AR1777'GO WEST FOR 0.6 KM (0.4 MI) ON SW 22A TO THE AZIMUTH MARK
 AR1777'ON THE NORTH SIDE OF THE ROAD.
 AR1777'THE AZIMUTH MARK IS NORTH 12.8 METERS (42 FT) OF THE ROAD,
 AR1777'NORTHWEST 31.7 METERS (104 FT) OF A POWER POLE, SOUTH 2.4 METERS
 AR1777'(8 FT) OF A FENCE, SOUTH 4.1 METERS (13.5 FT) OF A 24 IN OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2323 ***********************************************************************
 AK2323  DESIGNATION -  A 133 RESET 1964
 AK2323  PID         -  AK2323
 AK2323  STATE/COUNTY-  FL/BREVARD
 AK2323  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2323
 AK2323                         *CURRENT SURVEY CONTROL
 AK2323  ___________________________________________________________________
 AK2323* NAD 83(1986)-  28 28 34.     (N)    080 35 17.     (W)     SCALED    
 AK2323* NAVD 88     -         3.733  (meters)      12.25   (feet)  ADJUSTED  
 AK2323  ___________________________________________________________________
 AK2323  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK2323  DYNAMIC HT  -           3.728 (meters)      12.23  (feet)  COMP
 AK2323  MODELED GRAV-     979,228.7   (mgal)                       NAVD 88
 AK2323
 AK2323  VERT ORDER  -  FIRST     CLASS II
 AK2323
 AK2323.The horizontal coordinates were scaled from a topographic map and have
 AK2323.an estimated accuracy of +/- 6 seconds.
 AK2323
 AK2323.The orthometric height was determined by differential leveling
 AK2323.and adjusted by the National Geodetic Survey in June 1991..
 AK2323
 AK2323.The geoid height was determined by GEOID03.
 AK2323
 AK2323.The dynamic height is computed by dividing the NAVD 88
 AK2323.geopotential number by the normal gravity value computed on the
 AK2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2323.degrees latitude (g = 980.6199 gals.).
 AK2323
 AK2323.The modeled gravity was interpolated from observed gravity values.
 AK2323
 AK2323;                    North         East    Units  Estimated Accuracy
 AK2323;SPC FL E     -   459,040.      240,340.      MT  (+/- 180 meters Scaled)
 AK2323
 AK2323                          SUPERSEDED SURVEY CONTROL
 AK2323
 AK2323  NGVD 29 (??/??/92)    4.109  (m)           13.48   (f) ADJ UNCH    1 2
 AK2323
 AK2323.Superseded values are not recommended for survey control.
 AK2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2323.See file dsdata.txt to determine how the superseded data were derived.
 AK2323
 AK2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM403500(NAD 83)
 AK2323_MARKER: DB = BENCH MARK DISK
 AK2323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2323_SP_SET: CULVERT
 AK2323_STAMPING: A 133 RESET 1964
 AK2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2323
 AK2323  HISTORY     - Date     Condition        Report By
 AK2323  HISTORY     - 1964     MONUMENTED       CGS
 AK2323  HISTORY     - 1966     GOOD             NGS
 AK2323  HISTORY     - 1976     GOOD             DOD
 AK2323
 AK2323                          STATION DESCRIPTION
 AK2323
 AK2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK2323'AT CAPE KENNEDY.
 AK2323'ABOUT 1.25 MILES SOUTHWEST ALONG THE CAPE ROAD FROM THE CENTRAL
 AK2323'CONTROL BUILDING, NEAR THE JUNCTION OF A ONE WAY ROAD LEADING
 AK2323'SOUTHEAST AND THE CAPE ROAD, SET IN A DRILL HOLE WITH CONCRETE NEAR
 AK2323'THE NORTH END AND ON TOP OF A HEAD WALL OF A 40 FOOT LONG CONCRETE
 AK2323'BOX CULVERT OVER A CANAL AND ACROSS THE CAPE ROAD.  IT IS 17 FEET
 AK2323'WEST OF THE CENTERLINE OF THE CAPE ROAD, 3.6 FEET SOUTHEAST OF A
 AK2323'METAL WITNESS POST AND MARKER, 1.6 FEET SOUTH OF THE NORTH END OF
 AK2323'THE HEAD WALL OF THE CULVERT AND IS ABOUT 1 FOOT ABOVE THE ROAD
 AK2323'SURFACE.
 AK2323
 AK2323                          STATION RECOVERY (1976)
 AK2323
 AK2323'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 AK2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0484 ***********************************************************************
 BE0484  DESIGNATION -  A 134
 BE0484  PID         -  BE0484
 BE0484  STATE/COUNTY-  FL/GADSDEN
 BE0484  USGS QUAD   -  GRETNA (1994)
 BE0484
 BE0484                         *CURRENT SURVEY CONTROL
 BE0484  ___________________________________________________________________
 BE0484* NAD 83(1986)-  30 35 15.     (N)    084 38 06.     (W)     SCALED    
 BE0484* NAVD 88     -        83.155  (meters)     272.82   (feet)  ADJUSTED  
 BE0484  ___________________________________________________________________
 BE0484  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0484  DYNAMIC HT  -          83.048 (meters)     272.47  (feet)  COMP
 BE0484  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 BE0484
 BE0484  VERT ORDER  -  FIRST     CLASS II
 BE0484
 BE0484.The horizontal coordinates were scaled from a topographic map and have
 BE0484.an estimated accuracy of +/- 6 seconds.
 BE0484
 BE0484.The orthometric height was determined by differential leveling
 BE0484.and adjusted by the National Geodetic Survey in June 1991..
 BE0484
 BE0484.The geoid height was determined by GEOID03.
 BE0484
 BE0484.The dynamic height is computed by dividing the NAVD 88
 BE0484.geopotential number by the normal gravity value computed on the
 BE0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0484.degrees latitude (g = 980.6199 gals.).
 BE0484
 BE0484.The modeled gravity was interpolated from observed gravity values.
 BE0484
 BE0484;                    North         East    Units  Estimated Accuracy
 BE0484;SPC FL N     -   175,980.      587,050.      MT  (+/- 180 meters Scaled)
 BE0484
 BE0484                          SUPERSEDED SURVEY CONTROL
 BE0484
 BE0484  NGVD 29 (??/??/92)   83.318  (m)          273.35   (f) ADJ UNCH    1 2
 BE0484
 BE0484.Superseded values are not recommended for survey control.
 BE0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0484.See file dsdata.txt to determine how the superseded data were derived.
 BE0484
 BE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU267862(NAD 83)
 BE0484_MARKER: DB = BENCH MARK DISK
 BE0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0484_STAMPING: A 134 1954
 BE0484_MARK LOGO: CGS   
 BE0484_PROJECTION: PROJECTING 5 CENTIMETERS
 BE0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0484+STABILITY: SURFACE MOTION
 BE0484
 BE0484  HISTORY     - Date     Condition        Report By
 BE0484  HISTORY     - 1954     MONUMENTED       CGS
 BE0484  HISTORY     - 1978     GOOD             FLDT
 BE0484  HISTORY     - 1981     GOOD             NGS
 BE0484  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 BE0484
 BE0484                          STATION DESCRIPTION
 BE0484
 BE0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BE0484'2.7 MI W FROM QUINCY.
 BE0484'ABOUT 2.7 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BE0484'STATION AT QUINCY, 272 FEET SOUTHEAST AND ACROSS TRACK FROM MILE
 BE0484'POST 826, 46 FEET SOUTH OF SOUTH RAIL, 1 FOOT NORTH OF A FENCE
 BE0484'LINE, 27 FEET SOUTH-SOUTHEAST OF THE SECOND TELEPHONE POLE EAST OF
 BE0484'A ROAD CROSSING, 331 FEET SOUTHEAST OF CENTER OF NORTH-SOUTH ROAD
 BE0484'CROSSING, 17 FEET EAST OF A 20-INCH GUM TREE, ABOUT 1 FOOT BELOW
 BE0484'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BE0484'INCHES.
 BE0484
 BE0484                          STATION RECOVERY (1978)
 BE0484
 BE0484'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 BE0484'RECOVERED IN GOOD CONDITION.
 BE0484
 BE0484                          STATION RECOVERY (1981)
 BE0484
 BE0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0484'4.0 KILOMETERS (2.5 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90
 BE0484'FROM THE INTERSECTION OF CHURCH STREET IN GRETNA, THENCE 0.3
 BE0484'KILOMETERS (0.2 MILE) SOUTH ALONG A PAVED ROAD TO THE CROSSING
 BE0484'OF THE SEABOARD COAST LINE RAILROAD, SET IN THE PINE FOREST
 BE0484'SOUTHEAST OF THE CROSSING AND SOUTHWEST OF THE TRACKS, 100.58
 BE0484'METERS (331 FEET) SOUTHEAST OF THE CENTER OF THE CROSSING,
 BE0484'82.90 METERS (272 FEET) SOUTHEAST AND ACROSS THE TRACKS FROM
 BE0484'RAILROAD MILEPOST 826, 14.02 METERS (46 FEET) SOUTHWEST OF
 BE0484'THE SOUTHWEST RAIL OF THE TRACKS, 3.35 METERS (11 FEET) SOUTHWEST
 BE0484'OF A 12-INCH TRIANGLE BLAZED PINE TREE.
 BE0484'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 BE0484'THE MARK IS 0.3 M BELOW TRACKS.
 BE0484
 BE0484                          STATION RECOVERY (1999)
 BE0484
 BE0484'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5404 ***********************************************************************
 AG5404  DESIGNATION -  A 135
 AG5404  PID         -  AG5404
 AG5404  STATE/COUNTY-  FL/PINELLAS
 AG5404  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5404
 AG5404                         *CURRENT SURVEY CONTROL
 AG5404  ___________________________________________________________________
 AG5404* NAD 83(1986)-  27 54 24.     (N)    082 41 29.     (W)     SCALED    
 AG5404* NAVD 88     -         2.969  (meters)       9.74   (feet)  ADJUSTED  
 AG5404  ___________________________________________________________________
 AG5404  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG5404  DYNAMIC HT  -           2.964 (meters)       9.72  (feet)  COMP
 AG5404  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AG5404
 AG5404  VERT ORDER  -  SECOND    CLASS 0
 AG5404
 AG5404.This mark is at St Petersburg Clearwater Int'l Airport (PIE)
 AG5404
 AG5404.The horizontal coordinates were scaled from a topographic map and have
 AG5404.an estimated accuracy of +/- 6 seconds.
 AG5404
 AG5404.The orthometric height was determined by differential leveling
 AG5404.and adjusted by the National Geodetic Survey in June 1991..
 AG5404
 AG5404.The geoid height was determined by GEOID03.
 AG5404
 AG5404.The dynamic height is computed by dividing the NAVD 88
 AG5404.geopotential number by the normal gravity value computed on the
 AG5404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5404.degrees latitude (g = 980.6199 gals.).
 AG5404
 AG5404.The modeled gravity was interpolated from observed gravity values.
 AG5404
 AG5404;                    North         East    Units  Estimated Accuracy
 AG5404;SPC FL W     -   396,060.      131,940.      MT  (+/- 180 meters Scaled)
 AG5404
 AG5404                          SUPERSEDED SURVEY CONTROL
 AG5404
 AG5404  NGVD 29 (??/??/92)    3.232  (m)           10.60   (f) ADJ UNCH    2 0
 AG5404
 AG5404.Superseded values are not recommended for survey control.
 AG5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5404.See file dsdata.txt to determine how the superseded data were derived.
 AG5404
 AG5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL335880(NAD 83)
 AG5404_MARKER: DB = BENCH MARK DISK
 AG5404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5404_SP_SET: CONCRETE SLAB
 AG5404_STAMPING: A 135
 AG5404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5404
 AG5404  HISTORY     - Date     Condition        Report By
 AG5404  HISTORY     - UNK      MONUMENTED       CGS
 AG5404  HISTORY     - 1975     GOOD             FLDT
 AG5404  HISTORY     - 1981     GOOD             USGS
 AG5404  HISTORY     - 1989     GOOD             USPSQD
 AG5404
 AG5404                          STATION DESCRIPTION
 AG5404
 AG5404'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5404'2.5 MI E FROM LARGO.
 AG5404'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG5404'S-686 (EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR
 AG5404'2.3 MILE TO THE FIRST PAVED ROAD LEADING EAST INTO ST.
 AG5404'PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT.  TURN LEFT AND
 AG5404'RUN EASTERLY FOR 0.1 MILE.  STATION ON LEFT, 186.6 FT. E/SE
 AG5404'OF THE SE CORNER OF A CONCRETE BLOCK BUILDING (AIR WORLD), 38.9
 AG5404'FT. NORTH OF PAVED ROAD, 107.5 FT. WEST OF LIGHT POLE, NUMBER
 AG5404'4A-65818-R, 42.6 FT. EAST OF LIGHT POLE, NUMBER 1A-65819-R, 0.5
 AG5404'FT. NORTH OF CHAIN LINK FENCE.  SET IN CONCRETE SLAB IN
 AG5404'AIRCRAFT PARKING AREA.  SEC 3, T 30S, R 16E
 AG5404
 AG5404                          STATION RECOVERY (1981)
 AG5404
 AG5404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 AG5404'RECOVERED IN GOOD CONDITION.
 AG5404
 AG5404                          STATION RECOVERY (1989)
 AG5404
 AG5404'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG5404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1778 ***********************************************************************
 AR1778  DESIGNATION -  A 135
 AR1778  PID         -  AR1778
 AR1778  STATE/COUNTY-  FL/ALACHUA
 AR1778  USGS QUAD   -  ARREDONDO (1993)
 AR1778
 AR1778                         *CURRENT SURVEY CONTROL
 AR1778  ___________________________________________________________________
 AR1778* NAD 83(1999)-  29 34 21.19915(N)    082 27 22.95555(W)     ADJUSTED  
 AR1778* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 AR1778  ___________________________________________________________________
 AR1778  X           -     728,844.264 (meters)                     COMP
 AR1778  Y           -  -5,503,737.658 (meters)                     COMP
 AR1778  Z           -   3,129,248.008 (meters)                     COMP
 AR1778  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AR1778  ELLIP HEIGHT-          -7.98  (meters)          (06/12/02) GPS OBS
 AR1778  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AR1778
 AR1778  HORZ ORDER  -  SECOND
 AR1778  ELLP ORDER  -  FOURTH    CLASS I
 AR1778
 AR1778.The horizontal coordinates were established by GPS observations
 AR1778.and adjusted by the National Geodetic Survey in June 2002..
 AR1778
 AR1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1778
 AR1778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1778
 AR1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1778
 AR1778.The ellipsoidal height was determined by GPS observations
 AR1778.and is referenced to NAD 83.
 AR1778
 AR1778.The geoid height was determined by GEOID03.
 AR1778
 AR1778;                    North         East     Units Scale Factor Converg.
 AR1778;SPC FL N     -    65,241.381   798,010.941   MT  1.00000192   +1 01 37.1
 AR1778;SPC FL N     -   214,046.10  2,618,140.90   sFT  1.00000192   +1 01 37.1
 AR1778;UTM  17      - 3,272,307.516   358,929.952   MT  0.99984555   -0 43 08.0
 AR1778
 AR1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1778!SPC FL N     -   1.00000125  x   1.00000192  =   1.00000317
 AR1778!UTM  17      -   1.00000125  x   0.99984555  =   0.99984680
 AR1778
 AR1778                          SUPERSEDED SURVEY CONTROL
 AR1778
 AR1778  NAD 83(1990)-  29 34 21.19794(N)    082 27 22.95529(W) AD(       ) 2
 AR1778  ELLIP H (05/01/91)   -7.95   (m)                       GP(       ) 4 1
 AR1778  NAD 83(1986)-  29 34 21.20636(N)    082 27 22.96226(W) AD(       ) 2
 AR1778  NGVD 29 (11/17/89)   20.3    (m)           67.     (f) GPS OBS        
 AR1778
 AR1778.Superseded values are not recommended for survey control.
 AR1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1778.See file dsdata.txt to determine how the superseded data were derived.
 AR1778
 AR1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5893072308(NAD 83)
 AR1778_MARKER: DD = SURVEY DISK
 AR1778_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1778_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1778_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1778+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1778
 AR1778  HISTORY     - Date     Condition        Report By
 AR1778  HISTORY     - 1988     MONUMENTED       PMC
 AR1778
 AR1778                          STATION DESCRIPTION
 AR1778
 AR1778'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1778'THE STATION IS LOCATED ABOUT 14 KM (9 MI) SOUTHWEST OF GAINESVILLE.
 AR1778'OWNERSHIP--SW 107TH STREET R/W.
 AR1778'
 AR1778'TO REACH THE STATION FROM THE OVERPASS OF I75 AND SR 24 (ARCHER RD) GO
 AR1778'SOUTHWEST FOR 7.9 KM (4.9 MI) ON SR 24 TO SW 107TH STREET (ENTRANCE
 AR1778'TO LEEAIRE ESTATES), TURN LEFT AND GO SOUTHEAST FOR 0.3 KM (0.2 MI)
 AR1778'ON SW 107TH STREET TO THE AZIMUTH ON THE LEFT, CONTINUE SOUTH 0.5 KM
 AR1778'(0.3 MI) ON SW 107TH STREET TO THE STATION ON THE RIGHT.
 AR1778'THE STATION IS WEST 15.2 METERS (50 FT) OF THE CENTERLINE, SOUTH
 AR1778'8.2 METERS (27 FT) OF THE PROJECTION OF AN EAST-WEST POWER LINE,
 AR1778'SOUTH 40.5 METERS (133 FT) OF A STREET LIGHT, NORTH 24.4 METERS
 AR1778'(80 FT) OF A DRIVEWAY.
 AR1778'
 AR1778'THE STATION IS A STANDARD AC GIS DISK
 AR1778'STAMPED---STATION A135---,
 AR1778'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1778'13.97 METERS (45.83 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1778'20.56 METERS (67.44 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1778'IN APPROX. CENTERLINE OF SW 107TH STREET,
 AR1778'29.50 METERS (96.79 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1778'IN POWER POLE,
 AR1778'40.30 METERS (132.20 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1778'LIGHT POLE,
 AR1778'1.1 METERS (3.5 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1778'
 AR1778'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1778'STAMPED---AZIMUTH A136---,
 AR1778'SET INTO THE GROUND 48 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1778'2.22 METERS (7.28 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1778'POWER POLE,
 AR1778'27.00 METERS (88.58 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1778'IN GUY POLE,
 AR1778'12.70 METERS (41.65 FT) NORTH FROM A REBAR AND (NO 3765) SET,
 AR1778'2.4 METERS (8 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1778'TO REACH THE AZIMUTH FROM THE STATION,
 AR1778'GO NORTH FOR 0.5 KM (0.3 MI) ON SW 107TH STREET TO THE AZIMUTH ON THE
 AR1778'EAST SIDE OF THE ROAD.
 AR1778'THE AZIMUTH MARK IS EAST 13.1 METERS (43 FT) OF CENTERLINE, SOUTH
 AR1778'2.1 METERS (7 FT) OF A POWER POLE (GUY POLE NO. 306 ACROSS STREET)
 AR1778'AND WEST  2.4 METERS (8 FT) OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1036 ***********************************************************************
 BG1036  DESIGNATION -  A 136
 BG1036  PID         -  BG1036
 BG1036  STATE/COUNTY-  FL/OKALOOSA
 BG1036  USGS QUAD   -  HOLT SW (1976)
 BG1036
 BG1036                         *CURRENT SURVEY CONTROL
 BG1036  ___________________________________________________________________
 BG1036* NAD 83(1986)-  30 30 40.     (N)    086 43 11.     (W)     SCALED    
 BG1036* NAVD 88     -        25.394  (meters)      83.31   (feet)  ADJUSTED  
 BG1036  ___________________________________________________________________
 BG1036  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG1036  DYNAMIC HT  -          25.361 (meters)      83.21  (feet)  COMP
 BG1036  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BG1036
 BG1036  VERT ORDER  -  SECOND    CLASS 0
 BG1036
 BG1036.The horizontal coordinates were scaled from a topographic map and have
 BG1036.an estimated accuracy of +/- 6 seconds.
 BG1036
 BG1036.The orthometric height was determined by differential leveling
 BG1036.and adjusted by the National Geodetic Survey in June 1991..
 BG1036
 BG1036.The geoid height was determined by GEOID03.
 BG1036
 BG1036.The dynamic height is computed by dividing the NAVD 88
 BG1036.geopotential number by the normal gravity value computed on the
 BG1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1036.degrees latitude (g = 980.6199 gals.).
 BG1036
 BG1036.The modeled gravity was interpolated from observed gravity values.
 BG1036
 BG1036;                    North         East    Units  Estimated Accuracy
 BG1036;SPC FL N     -   169,580.      386,950.      MT  (+/- 180 meters Scaled)
 BG1036
 BG1036                          SUPERSEDED SURVEY CONTROL
 BG1036
 BG1036  NGVD 29 (??/??/92)   25.509  (m)           83.69   (f) ADJ UNCH    2 0
 BG1036
 BG1036.Superseded values are not recommended for survey control.
 BG1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1036.See file dsdata.txt to determine how the superseded data were derived.
 BG1036
 BG1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU268754(NAD 83)
 BG1036_MARKER: DB = BENCH MARK DISK
 BG1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1036_STAMPING: A 136 1952
 BG1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1036+STABILITY: SURFACE MOTION
 BG1036
 BG1036  HISTORY     - Date     Condition        Report By
 BG1036  HISTORY     - 1952     MONUMENTED       CGS
 BG1036  HISTORY     - 1953     GOOD             NGS
 BG1036  HISTORY     - 1973     GOOD             LOCSUR
 BG1036
 BG1036                          STATION DESCRIPTION
 BG1036
 BG1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1036'17 MI NW FROM FORT WALTON.
 BG1036'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 BG1036'OF U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES
 BG1036'NORTHWEST ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE
 BG1036'SOUTHWEST ALONG A SURFACED ROAD, ABOUT 8.05 MILES NORTHWEST
 BG1036'AND WEST ALONG GRADED ROAD NO. 234, ABOUT 0.3 MILE SOUTHWEST
 BG1036'OF BRIDGE OVER LIVEOAK CREEK, IN THE Y AT NORTHEAST POINT OF
 BG1036'JUNCTION OF ROADS 234 AND 253, 20 FEET NORTHWEST OF CENTER LINE
 BG1036'OF ROAD 234, 39 FEET SOUTH OF CENTER LINE OF ROAD 253, 156 FEET
 BG1036'WEST OF CENTER OF JUNCTION OF ROADS 234 AND 253, 28 FEET NORTHEAST
 BG1036'OF CENTER LINE OF JUNCTION OF NORTHEAST POINT OF ROADS 234 AND
 BG1036'255, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BG1036'FOOT ABOVE LEVEL OF ROADS AND SET IN THE TOP OF A CONCRETE
 BG1036'POST PROJECTING 6 INCHES.
 BG1036
 BG1036                          STATION RECOVERY (1973)
 BG1036
 BG1036'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 BG1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2035 ***********************************************************************
 BG2035  DESIGNATION -  A 137
 BG2035  PID         -  BG2035
 BG2035  STATE/COUNTY-  FL/OKALOOSA
 BG2035  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2035
 BG2035                         *CURRENT SURVEY CONTROL
 BG2035  ___________________________________________________________________
 BG2035* NAD 83(1986)-  30 28 45.     (N)    086 36 46.     (W)     SCALED    
 BG2035* NAVD 88     -        22.403  (meters)      73.50   (feet)  ADJUSTED  
 BG2035  ___________________________________________________________________
 BG2035  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG2035  DYNAMIC HT  -          22.374 (meters)      73.41  (feet)  COMP
 BG2035  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BG2035
 BG2035  VERT ORDER  -  FIRST     CLASS II
 BG2035
 BG2035.The horizontal coordinates were scaled from a topographic map and have
 BG2035.an estimated accuracy of +/- 6 seconds.
 BG2035
 BG2035.The orthometric height was determined by differential leveling
 BG2035.and adjusted by the National Geodetic Survey in June 1991..
 BG2035
 BG2035.The geoid height was determined by GEOID03.
 BG2035
 BG2035.The dynamic height is computed by dividing the NAVD 88
 BG2035.geopotential number by the normal gravity value computed on the
 BG2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2035.degrees latitude (g = 980.6199 gals.).
 BG2035
 BG2035.The modeled gravity was interpolated from observed gravity values.
 BG2035
 BG2035;                    North         East    Units  Estimated Accuracy
 BG2035;SPC FL N     -   165,840.      397,150.      MT  (+/- 180 meters Scaled)
 BG2035
 BG2035                          SUPERSEDED SURVEY CONTROL
 BG2035
 BG2035  NGVD 29 (??/??/92)   22.526  (m)           73.90   (f) ADJ UNCH    1 2
 BG2035
 BG2035.Superseded values are not recommended for survey control.
 BG2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2035.See file dsdata.txt to determine how the superseded data were derived.
 BG2035
 BG2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU371719(NAD 83)
 BG2035_MARKER: DB = BENCH MARK DISK
 BG2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2035_STAMPING: A 137 1953
 BG2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2035+STABILITY: SURFACE MOTION
 BG2035
 BG2035  HISTORY     - Date     Condition        Report By
 BG2035  HISTORY     - 1953     MONUMENTED       CGS
 BG2035  HISTORY     - 19931128 MARK NOT FOUND   USPSQD
 BG2035  HISTORY     - 20051202 POOR             GEOCAC
 BG2035
 BG2035                          STATION DESCRIPTION
 BG2035
 BG2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG2035'9.8 MI NE FROM FORT WALTON.
 BG2035'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 BG2035'OF U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES
 BG2035'NORTHWEST ALONG HOLT-EFLIN FIELD ROAD, THENCE ABOUT 0.6 MILE
 BG2035'SOUTHWEST ALONG A SURFACED ROAD, THENCE ABOUT 0.85 MILE NORTHWEST
 BG2035'ALONG GRADED ROAD NO. 234, AT THE JUNCTION OF SAND ROAD NO. 45
 BG2035'LEADING NORTH, 19 FEET WEST OF CENTER LINE OF ROAD 45, 32 FEET
 BG2035'NORTH OF CENTER LINE OF ROAD 234, 18 FEET NORTHWEST OF TELEPHONE
 BG2035'POLE NO. 65, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BG2035'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BG2035'PROJECTING 3 INCHES.
 BG2035
 BG2035                          STATION RECOVERY (1993)
 BG2035
 BG2035'RECOVERY NOTE BY US POWER SQUADRON 1993
 BG2035'MARK NOT FOUND.
 BG2035
 BG2035                          STATION RECOVERY (2005)
 BG2035
 BG2035'RECOVERY NOTE BY GEOCACHING 2005 (WHB)
 BG2035'MONUMENT WITH DISK STILL IMBEDDED FOUND UPROOTED AND ON ITS SIDE ABOUT
 BG2035'3.5 METERS NORTH OF DESCRIBED LOCATION,  HANDHELD GPS POSITION 30  28
 BG2035'44.0  (N)      086  36  46.9   (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1779 ***********************************************************************
 AR1779  DESIGNATION -  A 137
 AR1779  PID         -  AR1779
 AR1779  STATE/COUNTY-  FL/ALACHUA
 AR1779  USGS QUAD   -  NEWBERRY (1993)
 AR1779
 AR1779                         *CURRENT SURVEY CONTROL
 AR1779  ___________________________________________________________________
 AR1779* NAD 83(1999)-  29 39 13.79692(N)    082 30 18.21663(W)     ADJUSTED  
 AR1779* NAVD 88     -        28.4    (meters)      93.     (feet)  VERTCON   
 AR1779  ___________________________________________________________________
 AR1779  X           -     723,587.782 (meters)                     COMP
 AR1779  Y           -  -5,499,948.317 (meters)                     COMP
 AR1779  Z           -   3,137,084.575 (meters)                     COMP
 AR1779  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AR1779  ELLIP HEIGHT-           0.33  (meters)          (06/12/02) GPS OBS
 AR1779  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AR1779
 AR1779  HORZ ORDER  -  SECOND
 AR1779  ELLP ORDER  -  FOURTH    CLASS I
 AR1779
 AR1779.The horizontal coordinates were established by GPS observations
 AR1779.and adjusted by the National Geodetic Survey in June 2002..
 AR1779
 AR1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1779
 AR1779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1779
 AR1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1779
 AR1779.The ellipsoidal height was determined by GPS observations
 AR1779.and is referenced to NAD 83.
 AR1779
 AR1779.The geoid height was determined by GEOID03.
 AR1779
 AR1779;                    North         East     Units Scale Factor Converg.
 AR1779;SPC FL N     -    74,165.658   793,136.743   MT  0.99998831   +1 00 09.0
 AR1779;SPC FL N     -   243,325.16  2,602,149.46   sFT  0.99998831   +1 00 09.0
 AR1779;UTM  17      - 3,281,374.923   354,330.666   MT  0.99986182   -0 44 41.2
 AR1779
 AR1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1779!SPC FL N     -   0.99999995  x   0.99998831  =   0.99998826
 AR1779!UTM  17      -   0.99999995  x   0.99986182  =   0.99986177
 AR1779
 AR1779                          SUPERSEDED SURVEY CONTROL
 AR1779
 AR1779  NAD 83(1990)-  29 39 13.79567(N)    082 30 18.21643(W) AD(       ) 2
 AR1779  ELLIP H (05/01/91)    0.36   (m)                       GP(       ) 4 1
 AR1779  NAD 83(1986)-  29 39 13.80393(N)    082 30 18.22285(W) AD(       ) 2
 AR1779  NGVD 29 (11/17/89)   28.6    (m)           94.     (f) GPS OBS        
 AR1779
 AR1779.Superseded values are not recommended for survey control.
 AR1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1779.See file dsdata.txt to determine how the superseded data were derived.
 AR1779
 AR1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5433181375(NAD 83)
 AR1779_MARKER: DD = SURVEY DISK
 AR1779_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1779_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1779_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1779+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1779
 AR1779  HISTORY     - Date     Condition        Report By
 AR1779  HISTORY     - 1988     MONUMENTED       PMC
 AR1779
 AR1779                          STATION DESCRIPTION
 AR1779
 AR1779'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1779'THE STATION IS LOCATED ABOUT 16.2 KM (10.1 MI)
 AR1779'WEST OF GAINESVILLE.
 AR1779'OWNERSHIP--SR 26   R/W.
 AR1779'
 AR1779'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND ACR 241, GO
 AR1779'WEST  FOR 0.8 KM (0.5 MI) ON  SR 26  TO THE STATION ON THE LEFT.
 AR1779'THE STATION IS SOUTH 15.2 METERS (50 FT) OF CENTERLINE, EAST
 AR1779'32 METERS (105 FT) OF A POWER POLE, EAST 47.9 METERS (157 FT) OF A
 AR1779'NORTH-SOUTH  FENCE LINE, AND SOUTH OF A WHITE CONCRETE RESIDENCE.
 AR1779'
 AR1779'THE STATION IS A STANDARD AC GIS DISK
 AR1779'STAMPED---STATION A137---,
 AR1779'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1779'5.52 METERS (18.11 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1779'3.87 METERS (12.70 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1779'32.06 METERS (105.17 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1779'POWER POLE,
 AR1779'27.44 METERS (90.03 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1779'10 IN PINE,
 AR1779'0.2 METERS (0.5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1779'
 AR1779'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1779'STAMPED---AZIMUTH A138---,
 AR1779'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1779'4.08 METERS (13.40 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1779'10 IN OAK,
 AR1779'7.29 METERS (23.90 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1779'IN 6 IN OAK,
 AR1779'3.31 METERS (10.85 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1779'IN 24 IN OAK,
 AR1779'1.95 METERS (6.39 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1779'IN 10 IN OAK,
 AR1779'0.3 METERS (1 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1779'TO REACH THE AZIMUTH FROM THE STATION,
 AR1779'GO WEST FOR 0.5 KM (0.3 MI) ON SR 26 TO THE AZIMUTH MARK.
 AR1779'THE AZIMUTH MARK IS WEST 2.1 METERS (7 FT) OF A 24 IN OAK,
 AR1779'NORTHEAST 40.5 METERS (133 FT) OF A POWER POLE, WEST 23.5 METERS
 AR1779'(77 FT) OF A DRIVE LEADING TO A PRODUCE STAND, AND EAST 0.3 KM
 AR1779'(0.2 MI) OF NW 17B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1115 ***********************************************************************
 BG1115  DESIGNATION -  A 138
 BG1115  PID         -  BG1115
 BG1115  STATE/COUNTY-  FL/OKALOOSA
 BG1115  USGS QUAD   -  VALPARAISO (1994)
 BG1115
 BG1115                         *CURRENT SURVEY CONTROL
 BG1115  ___________________________________________________________________
 BG1115* NAD 83(1986)-  30 35 26.     (N)    086 32 57.     (W)     SCALED    
 BG1115* NAVD 88     -        38.933  (meters)     127.73   (feet)  ADJUSTED  
 BG1115  ___________________________________________________________________
 BG1115  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1115  DYNAMIC HT  -          38.883 (meters)     127.57  (feet)  COMP
 BG1115  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 BG1115
 BG1115  VERT ORDER  -  SECOND    CLASS 0
 BG1115
 BG1115.The horizontal coordinates were scaled from a topographic map and have
 BG1115.an estimated accuracy of +/- 6 seconds.
 BG1115
 BG1115.The orthometric height was determined by differential leveling
 BG1115.and adjusted by the National Geodetic Survey in June 1991..
 BG1115
 BG1115.The geoid height was determined by GEOID03.
 BG1115
 BG1115.The dynamic height is computed by dividing the NAVD 88
 BG1115.geopotential number by the normal gravity value computed on the
 BG1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1115.degrees latitude (g = 980.6199 gals.).
 BG1115
 BG1115.The modeled gravity was interpolated from observed gravity values.
 BG1115
 BG1115;                    North         East    Units  Estimated Accuracy
 BG1115;SPC FL N     -   178,080.      403,480.      MT  (+/- 180 meters Scaled)
 BG1115
 BG1115                          SUPERSEDED SURVEY CONTROL
 BG1115
 BG1115  NGVD 29 (??/??/92)   39.056  (m)          128.14   (f) ADJ UNCH    2 0
 BG1115
 BG1115.Superseded values are not recommended for survey control.
 BG1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1115.See file dsdata.txt to determine how the superseded data were derived.
 BG1115
 BG1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU432843(NAD 83)
 BG1115_MARKER: DB = BENCH MARK DISK
 BG1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1115_STAMPING: A 138 1953
 BG1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1115+STABILITY: SURFACE MOTION
 BG1115
 BG1115  HISTORY     - Date     Condition        Report By
 BG1115  HISTORY     - 1953     MONUMENTED       CGS
 BG1115
 BG1115                          STATION DESCRIPTION
 BG1115
 BG1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG1115'15 MI SW FROM CRESTVIEW.
 BG1115'9.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE COUNTY COURT
 BG1115'HOUSE IN CRESTVIEW, THENCE 3.7 MILES WEST AND SOUTH ALONG ROAD
 BG1115'213, THENCE 0.3 MILE SOUTH ALONG ROAD 33, THENCE 1.05 MILES
 BG1115'SOUTHEAST ALONG ROAD 33A, THENCE 0.3 MILE SOUTH ALONG ROAD 32,
 BG1115'THENCE 0.7 MILE EAST AND SOUTHEAST ALONG ROAD 04, AT THE JUNCTION
 BG1115'OF A WOODS ROAD NORTH, 51 FEET NORTH OF THE CENTER LINE OF ROAD
 BG1115'04, 27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD NORTH, 16
 BG1115'FEET NORTHWEST OF AN 8-INCH OAK TREE WITH TRIANGULAR BLAZE,
 BG1115'2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BG1115'ABOVE THE LEVEL OF THE ROADS AND IN THE TOP OF A CONCRETE POST
 BG1115'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1780 ***********************************************************************
 AR1780  DESIGNATION -  A 139
 AR1780  PID         -  AR1780
 AR1780  STATE/COUNTY-  FL/ALACHUA
 AR1780  USGS QUAD   -  ARREDONDO (1993)
 AR1780
 AR1780                         *CURRENT SURVEY CONTROL
 AR1780  ___________________________________________________________________
 AR1780* NAD 83(1999)-  29 36 58.24664(N)    082 24 58.01026(W)     ADJUSTED  
 AR1780* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 AR1780  ___________________________________________________________________
 AR1780  X           -     732,397.026 (meters)                     COMP
 AR1780  Y           -  -5,500,861.136 (meters)                     COMP
 AR1780  Z           -   3,133,455.137 (meters)                     COMP
 AR1780  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AR1780  ELLIP HEIGHT-          -3.12  (meters)          (06/12/02) GPS OBS
 AR1780  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AR1780
 AR1780  HORZ ORDER  -  SECOND
 AR1780  ELLP ORDER  -  FOURTH    CLASS I
 AR1780
 AR1780.The horizontal coordinates were established by GPS observations
 AR1780.and adjusted by the National Geodetic Survey in June 2002..
 AR1780
 AR1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1780
 AR1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1780
 AR1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1780
 AR1780.The ellipsoidal height was determined by GPS observations
 AR1780.and is referenced to NAD 83.
 AR1780
 AR1780.The geoid height was determined by GEOID03.
 AR1780
 AR1780;                    North         East     Units Scale Factor Converg.
 AR1780;SPC FL N     -    70,146.740   801,823.261   MT  0.99999437   +1 02 49.9
 AR1780;SPC FL N     -   230,139.76  2,630,648.48   sFT  0.99999437   +1 02 49.9
 AR1780;UTM  17      - 3,277,093.644   362,889.372   MT  0.99983196   -0 41 59.8
 AR1780
 AR1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1780!SPC FL N     -   1.00000049  x   0.99999437  =   0.99999486
 AR1780!UTM  17      -   1.00000049  x   0.99983196  =   0.99983245
 AR1780
 AR1780                          SUPERSEDED SURVEY CONTROL
 AR1780
 AR1780  NAD 83(1990)-  29 36 58.24535(N)    082 24 58.00996(W) AD(       ) 2
 AR1780  ELLIP H (05/01/91)   -3.08   (m)                       GP(       ) 4 1
 AR1780  NAD 83(1986)-  29 36 58.25448(N)    082 24 58.01688(W) AD(       ) 2
 AR1780  NGVD 29 (11/17/89)   25.1    (m)           82.     (f) GPS OBS        
 AR1780
 AR1780.Superseded values are not recommended for survey control.
 AR1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1780.See file dsdata.txt to determine how the superseded data were derived.
 AR1780
 AR1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6288977094(NAD 83)
 AR1780_MARKER: DD = SURVEY DISK
 AR1780_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1780_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1780_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1780+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1780
 AR1780  HISTORY     - Date     Condition        Report By
 AR1780  HISTORY     - 1988     MONUMENTED       PMC
 AR1780
 AR1780                          STATION DESCRIPTION
 AR1780
 AR1780'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1780'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI)
 AR1780'SOUTH-SOUTHWEST OF GAINESVILLE.
 AR1780'OWNERSHIP--SW 41ST PLACE R/W.
 AR1780'
 AR1780'TO REACH THE STATION FROM THE OVERPASS OF I75 AND SR 24 (ARCHER RD) GO
 AR1780'SOUTHWEST FOR 3.9 KM (2.4 MI) ON SR 24 TO SW 75TH STREET (TOWER RD)
 AR1780'TURN RIGHT AND GO NORTH FOR 1.9 KM (1.2 MI) ON SW 75TH STREET TO
 AR1780'SW 41ST PLACE, GO EAST FOR 47.2 METERS (155 FT) ON SW 41ST PLACE TO
 AR1780'THE AZIMUTH ON THE NORTH, CONTINUE EAST FOR 0.6 KM (0.35 MI) TO THE
 AR1780'STATION ON THE RIGHT.
 AR1780'THE STATION IS EAST 69.5 METERS (228 FT) OF SW 69TH TERRACE, SOUTH
 AR1780'9.8 METERS (32 FT) OF CENTERLINE OF SW 41ST PLACE, NORTH 9.1
 AR1780'METERS (30 FT) OF A FIRE HYDRANT, WEST 8.2 METERS (27 FT) OF A
 AR1780'POWER POLE NO. 216013.
 AR1780'
 AR1780'THE STATION IS A STANDARD AC GIS DISK
 AR1780'STAMPED---STATION A139---,
 AR1780'SET INTO THE GROUND 39 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1780'9.21 METERS (30.22 FT) NORTH FROM A CROSS CUT ON TOP OF HYDRANT,
 AR1780'8.45 METERS (27.72 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1780'POWER POLE,
 AR1780'9.80 METERS (32.15 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1780'CENTERLINE OF PAVEMENT,
 AR1780'53.75 METERS (176.33 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1780'POWER POLE,
 AR1780'1.1 METERS (3.5 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1780'
 AR1780'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1780'STAMPED---AZIMUTH A140---,
 AR1780'SET INTO THE GROUND 50 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1780'57.40 METERS (188.32 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1780'30 IN SWEET GUM,
 AR1780'34.22 METERS (112.28 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1780'POWER POLE,
 AR1780'14.62 METERS (47.95 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1780'CENTERLINE OF PAVEMENT,
 AR1780'0.6 METERS (2.0 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1780'TO REACH THE AZIMUTH FROM THE STATION,
 AR1780'GO WEST FOR 0.6 KM (0.35 MI) ON SW 41ST PLACE TO THE AZIMUTH ON THE
 AR1780'NORTH.
 AR1780'THE AZIMUTH MARK IS EAST 47.2 METERS (155 FT) OF THE CENTERLINE OF
 AR1780'SW 75TH STREET, NORTH 14.9 METERS (49 FT) OF SW 41 ST PLACE, SOUTH
 AR1780'0.8 METERS (2.5 FT) OF A FENCE, EAST 31.7 METERS (104 FT)
 AR1780'OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1425 ***********************************************************************
 AR1425  DESIGNATION -  A 14
 AR1425  PID         -  AR1425
 AR1425  STATE/COUNTY-  FL/DIXIE
 AR1425  USGS QUAD   -  EAST PASS (1993)
 AR1425
 AR1425                         *CURRENT SURVEY CONTROL
 AR1425  ___________________________________________________________________
 AR1425* NAD 83(1986)-  29 21 45.     (N)    083 05 43.     (W)     SCALED    
 AR1425* NAVD 88     -         2.248  (meters)       7.38   (feet)  ADJUSTED  
 AR1425  ___________________________________________________________________
 AR1425  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1425  DYNAMIC HT  -           2.245 (meters)       7.37  (feet)  COMP
 AR1425  MODELED GRAV-     979,260.6   (mgal)                       NAVD 88
 AR1425
 AR1425  VERT ORDER  -  SECOND    CLASS I
 AR1425
 AR1425.The horizontal coordinates were scaled from a topographic map and have
 AR1425.an estimated accuracy of +/- 6 seconds.
 AR1425
 AR1425.The orthometric height was determined by differential leveling
 AR1425.and adjusted by the National Geodetic Survey in June 1991..
 AR1425
 AR1425.The geoid height was determined by GEOID03.
 AR1425
 AR1425.The dynamic height is computed by dividing the NAVD 88
 AR1425.geopotential number by the normal gravity value computed on the
 AR1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1425.degrees latitude (g = 980.6199 gals.).
 AR1425
 AR1425.The modeled gravity was interpolated from observed gravity values.
 AR1425
 AR1425;                    North         East    Units  Estimated Accuracy
 AR1425;SPC FL N     -    41,020.      736,400.      MT  (+/- 180 meters Scaled)
 AR1425
 AR1425                          SUPERSEDED SURVEY CONTROL
 AR1425
 AR1425.No superseded survey control is available for this station.
 AR1425
 AR1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN966499(NAD 83)
 AR1425_MARKER: DB = BENCH MARK DISK
 AR1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1425_SP_SET: CONCRETE POST
 AR1425_STAMPING: DNR A14
 AR1425_MARK LOGO: FLDNR 
 AR1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1425+STABILITY: SURFACE MOTION
 AR1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1425+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 AR1425
 AR1425  HISTORY     - Date     Condition        Report By
 AR1425  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1425  HISTORY     - 19940917 GOOD             USPSQD
 AR1425  HISTORY     - 20000509 GOOD             FLDEP
 AR1425
 AR1425                          STATION DESCRIPTION
 AR1425
 AR1425'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1425'17.9 MI SW FROM OLD TOWN.
 AR1425'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1425'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1425'17.9 MILES.
 AR1425'ABOUT 38.8 FEET S75E FROM CENTERLINE OF SR349,ABOUT 19.4 FEET S60W
 AR1425'FROM A RIGHT OF WAY MARKER.
 AR1425'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1425'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1425
 AR1425                          STATION RECOVERY (1994)
 AR1425
 AR1425'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1425'RECOVERED IN GOOD CONDITION.
 AR1425
 AR1425                          STATION RECOVERY (2000)
 AR1425
 AR1425'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1425'THE MARK IS ABOUT 19.0 MI (30.6 KM) SOUTHWEST OF OLD TOWN, ON COUNTY
 AR1425'ROAD 349 IN SECTION 10, TOWNSHIP 13 SOUTH, RANGE 12 EAST. TO REACH THE
 AR1425'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (U.S. HIGHWAY 27 AND 98)
 AR1425'AND COUNTY ROAD 349 IN OLD TOWN, GO SOUTHWEST ON COUNTY ROAD 349 FOR
 AR1425'19.05 MI (30.66 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AR1425'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.5 FT (0.5 M) BELOW THE
 AR1425'LEVEL OF COUNTY ROAD 349. LOCATED 156.0 FT (47.5 M) SOUTH OF A
 AR1425'NATIONAL WILDLIFE SIGN, 145.0 FT (44.2 M) SOUTHEAST OF AND ACROSS
 AR1425'COUNTY ROAD 349 FROM A POWER POLE, 38.8 FT (11.8 M) SOUTHEAST OF THE
 AR1425'CENTERLINE OF COUNTY ROAD 349, 19.4 FT (5.9 M) SOUTHWEST OF A
 AR1425'RIGHT-OF-WAY MARKER AND 1.0 FT (0.3 M) NORTHWEST OF A METAL WITNESS
 AR1425'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0592 ***********************************************************************
 AR0592  DESIGNATION -  A 14
 AR0592  PID         -  AR0592
 AR0592  STATE/COUNTY-  FL/ALACHUA
 AR0592  USGS QUAD   -  HAWTHORNE (1984)
 AR0592
 AR0592                         *CURRENT SURVEY CONTROL
 AR0592  ___________________________________________________________________
 AR0592* NAD 83(1986)-  29 35 14.     (N)    082 05 37.     (W)     SCALED    
 AR0592* NAVD 88     -        38.965  (meters)     127.84   (feet)  ADJUSTED  
 AR0592  ___________________________________________________________________
 AR0592  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0592  DYNAMIC HT  -          38.912 (meters)     127.66  (feet)  COMP
 AR0592  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 AR0592
 AR0592  VERT ORDER  -  FIRST     CLASS II
 AR0592
 AR0592.The horizontal coordinates were scaled from a topographic map and have
 AR0592.an estimated accuracy of +/- 6 seconds.
 AR0592
 AR0592.The orthometric height was determined by differential leveling
 AR0592.and adjusted by the National Geodetic Survey in June 1991..
 AR0592.WARNING-Repeat measurements at this control monument indicate possible
 AR0592.vertical movement.
 AR0592
 AR0592.The geoid height was determined by GEOID03.
 AR0592
 AR0592.The dynamic height is computed by dividing the NAVD 88
 AR0592.geopotential number by the normal gravity value computed on the
 AR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0592.degrees latitude (g = 980.6199 gals.).
 AR0592
 AR0592.The modeled gravity was interpolated from observed gravity values.
 AR0592
 AR0592;                    North         East    Units  Estimated Accuracy
 AR0592;SPC FL N     -    67,550.      833,120.      MT  (+/- 180 meters Scaled)
 AR0592
 AR0592                          SUPERSEDED SURVEY CONTROL
 AR0592
 AR0592  NGVD 29 (??/??/92)   39.234  (m)          128.72   (f) ADJ UNCH    1 2
 AR0592
 AR0592.Superseded values are not recommended for survey control.
 AR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0592.See file dsdata.txt to determine how the superseded data were derived.
 AR0592
 AR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN940735(NAD 83)
 AR0592_MARKER: DB = BENCH MARK DISK
 AR0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0592_STAMPING: A 14 1932 128.756
 AR0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0592+STABILITY: SURFACE MOTION
 AR0592
 AR0592  HISTORY     - Date     Condition        Report By
 AR0592  HISTORY     - 1932     MONUMENTED       CGS
 AR0592  HISTORY     - 1966     GOOD             NGS
 AR0592
 AR0592                          STATION DESCRIPTION
 AR0592
 AR0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0592'0.4 MI W FROM HAWTHORNE.
 AR0592'ABOUT 0.4 MILE WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0592'FROM THE CROSSING OF THE SEABOARD AIR LINE RAILROAD AT HAWTHORNE,
 AR0592'ABOUT 0.15 MILE WEST OF MILEPOST S 729, NEAR A DIM ROAD CROSSING,
 AR0592'39 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 29.5 FEET
 AR0592'NORTH OF THE NORTH RAIL, 27 FEET WEST OF THE CENTER LINE OF THE
 AR0592'ROAD, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 AR0592'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 AR0592'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1566 ***********************************************************************
 AG1566  DESIGNATION -  A 14
 AG1566  PID         -  AG1566
 AG1566  STATE/COUNTY-  FL/MANATEE
 AG1566  USGS QUAD   -  BRADENTON (1987)
 AG1566
 AG1566                         *CURRENT SURVEY CONTROL
 AG1566  ___________________________________________________________________
 AG1566* NAD 83(1990)-  27 29 01.62875(N)    082 36 43.80665(W)     ADJUSTED  
 AG1566* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AG1566  ___________________________________________________________________
 AG1566  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AG1566  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AG1566
 AG1566  HORZ ORDER  -  SECOND
 AG1566
 AG1566.The horizontal coordinates were established by classical geodetic methods
 AG1566.and adjusted by the National Geodetic Survey in May 1991..
 AG1566
 AG1566.The orthometric height was scaled from a topographic map.
 AG1566
 AG1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1566
 AG1566.The geoid height was determined by GEOID03.
 AG1566
 AG1566;                    North         East     Units Scale Factor Converg.
 AG1566;SPC FL W     -   349,157.062   139,504.352   MT  0.99998633   -0 16 57.1
 AG1566;SPC FL W     - 1,145,526.13    457,690.53   sFT  0.99998633   -0 16 57.1
 AG1566;UTM  17      - 3,041,055.112   340,726.424   MT  0.99991314   -0 44 39.0
 AG1566
 AG1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1566!SPC FL W     -   1.00000278  x   0.99998633  =   0.99998911
 AG1566!UTM  17      -   1.00000278  x   0.99991314  =   0.99991592
 AG1566
 AG1566|---------------------------------------------------------------------|
 AG1566| PID    Reference Object                     Distance      Geod. Az  |
 AG1566|                                                           dddmmss.s |
 AG1566| CW6879 A 14 RM 1                             8.278 METERS 05144     |
 AG1566| CW6880 A 14 RM 2                            11.730 METERS 14609     |
 AG1566| AG1565 B 14                                APPROX. 2.4 KM 1803126.9 |
 AG1566|---------------------------------------------------------------------|
 AG1566
 AG1566                          SUPERSEDED SURVEY CONTROL
 AG1566
 AG1566  NAD 83(1986)-  27 29 01.63211(N)    082 36 43.82213(W) AD(       ) 2
 AG1566  NAD 27      -  27 29 00.48529(N)    082 36 44.46011(W) AD(       ) 2
 AG1566
 AG1566.Superseded values are not recommended for survey control.
 AG1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1566.See file dsdata.txt to determine how the superseded data were derived.
 AG1566
 AG1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4072641055(NAD 83)
 AG1566_MARKER: DD = SURVEY DISK
 AG1566_SETTING: 0 = UNSPECIFIED SETTING
 AG1566
 AG1566  HISTORY     - Date     Condition        Report By
 AG1566  HISTORY     - 1944     MONUMENTED       CGS
 AG1566  HISTORY     - 1954     MARK NOT FOUND   CGS
 AG1566
 AG1566                          STATION DESCRIPTION
 AG1566
 AG1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1566'STATION IS ON THE E SIDE OF A SAND ROAD CONNECTING STATE
 AG1566'HIGHWAYS 18 AND 18A, 2.4 MILES W OF U.S. HIGHWAY 41, 1.55 MILES
 AG1566'N OF HIGHWAY 18A, 9 FEET E OF THE CENTER LINE OF THE SAND
 AG1566'ROAD, 25 FEET W OF A LONE 10-INCH PINE TREE, AND 5 FEET W OF A
 AG1566'4-INCH SQUARE WOODEN POST PROJECTING ABOUT 1-1/2 FEET.  IT IS
 AG1566'STAMPED A 14 1944 AND IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 AG1566'GROUND.
 AG1566'
 AG1566'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN THE
 AG1566'TOP OF CONCRETE POSTS.
 AG1566'
 AG1566'REFERENCE MARK 1 IS NE OF THE STATION, 30-1/2 FEET E OF THE
 AG1566'CENTER LINE OF THE ROAD, 18-1/2 FEET N BY W OF A LONE 10-INCH PINE
 AG1566'TREE, AND IS WITNESSED BY A 4-INCH SQUARE WOODEN POST PROJECTING
 AG1566'ABOUT 1-1/2 FEET.  IT IS STAMPED A 14 NO 1 1944 AND PROJECTS ABOUT
 AG1566'6 INCHES.
 AG1566'
 AG1566'REFERENCE MARK 2 IS SE OF THE STATION, 32 FEET E OF THE CENTER
 AG1566'LINE OF THE ROAD, AND 31 FEET S BY W OF A LONE 10-INCH PINE
 AG1566'TREE.  IT IS STAMPED A 14 NO 2 1944 AND PROJECTS ABOUT 1 FOOT.
 AG1566'
 AG1566'THE AZIMUTH MARK FOR THIS STATION IS TRAVERSE STATION B 14,
 AG1566'1.55 MILES S ALONG A SAND ROAD AND AT ITS JUNCTION WITH
 AG1566'STATE HIGHWAY 18A.
 AG1566'
 AG1566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 AG1566'AND STATE HIGHWAY 18 AT THE W END OF THE BUSINESS DISTRICT
 AG1566'IN BRADENTON, GO S ON HIGHWAY 41 FOR 2.2 MILES, THEN TURN RIGHT
 AG1566'ON HIGHWAY 18A (BRADENTON BEACH ROAD), AND GO W 2.4 MILES TO
 AG1566'A SAND ROAD RIGHT.  TURN RIGHT ON THE SAND ROAD AND FOLLOW N FOR
 AG1566'1.55 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 AG1566'
 AG1566'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AG1566
 AG1566                          STATION RECOVERY (1954)
 AG1566
 AG1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR)
 AG1566'STATION NOT RECOVERED.  THE ROAD HAS BEEN WIDENED AND SURFACED
 AG1566'WITH MACADAM, AND IT IS BELIEVED THAT THE STATION WAS DESTROYED
 AG1566'DURING THE OPERATION.  REFERENCE MARKS 1 AND 2 WERE FOUND BROKEN
 AG1566'OFF AND OUT OF POSITION.  IT IS RECOMMENED THAT THE STATION BE
 AG1566'CLASSIFIED LOST.
 AG1566'
 AG1566'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7796 ***********************************************************************
 AG7796  DESIGNATION -  A 14 12 81
 AG7796  PID         -  AG7796
 AG7796  STATE/COUNTY-  FL/LEE
 AG7796  USGS QUAD   -  PLACIDA (1987)
 AG7796
 AG7796                         *CURRENT SURVEY CONTROL
 AG7796  ___________________________________________________________________
 AG7796* NAD 83(1986)-  26 45 05.     (N)    082 15 48.     (W)     SCALED    
 AG7796* NAVD 88     -         1.557  (meters)       5.11   (feet)  ADJUSTED  
 AG7796  ___________________________________________________________________
 AG7796  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7796  DYNAMIC HT  -           1.554 (meters)       5.10  (feet)  COMP
 AG7796  MODELED GRAV-     979,098.6   (mgal)                       NAVD 88
 AG7796
 AG7796  VERT ORDER  -  SECOND    CLASS I
 AG7796
 AG7796.The horizontal coordinates were scaled from a topographic map and have
 AG7796.an estimated accuracy of +/- 6 seconds.
 AG7796
 AG7796.The orthometric height was determined by differential leveling
 AG7796.and adjusted by the National Geodetic Survey in June 1991..
 AG7796
 AG7796.The geoid height was determined by GEOID03.
 AG7796
 AG7796.The dynamic height is computed by dividing the NAVD 88
 AG7796.geopotential number by the normal gravity value computed on the
 AG7796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7796.degrees latitude (g = 980.6199 gals.).
 AG7796
 AG7796.The modeled gravity was interpolated from observed gravity values.
 AG7796
 AG7796;                    North         East    Units  Estimated Accuracy
 AG7796;SPC FL W     -   267,890.      173,810.      MT  (+/- 180 meters Scaled)
 AG7796
 AG7796                          SUPERSEDED SURVEY CONTROL
 AG7796
 AG7796.No superseded survey control is available for this station.
 AG7796
 AG7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK743595(NAD 83)
 AG7796_MARKER: DE = TRAVERSE STATION DISK
 AG7796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7796_SP_SET: CONCRETE POST
 AG7796_STAMPING: A14 12 81
 AG7796_MARK LOGO: FLDNR 
 AG7796_PROJECTION: RECESSED 13 CENTIMETERS
 AG7796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7796+STABILITY: SURFACE MOTION
 AG7796
 AG7796  HISTORY     - Date     Condition        Report By
 AG7796  HISTORY     - 1981     MONUMENTED       FLDT
 AG7796  HISTORY     - 1984     GOOD             FLDNR
 AG7796  HISTORY     - 1990     GOOD             USPSQD
 AG7796  HISTORY     - 20020603 GOOD             USPSQD
 AG7796
 AG7796                          STATION DESCRIPTION
 AG7796
 AG7796'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7796'IN BOCA GRANDE.
 AG7796'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7796'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON THE COUNTY ROAD TO THE
 AG7796'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7796'JUNCTION OF GILCHRIST AVENUE AND THE MARK.  THE MARK BEARS 12 FEET
 AG7796'EAST-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF GILCHRIST
 AG7796'AVENUE, 48 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 AG7796'LANE OF GILCHRIST AVENUE, 60 FEET NORTH OF A MEDIAN CROSSOVER LANE, 73
 AG7796'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF 5TH
 AG7796'STREET, AND 4 FEET WEST-NORTHWEST OF A WITNESS POST.
 AG7796
 AG7796                          STATION RECOVERY (1990)
 AG7796
 AG7796'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7796'RECOVERED IN GOOD CONDITION.
 AG7796
 AG7796                          STATION RECOVERY (2002)
 AG7796
 AG7796'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1458 ***********************************************************************
 BG1458  DESIGNATION -  A 140
 BG1458  PID         -  BG1458
 BG1458  STATE/COUNTY-  FL/WALTON
 BG1458  USGS QUAD   -  DE FUNIAK SPRINGS WEST (1987)
 BG1458
 BG1458                         *CURRENT SURVEY CONTROL
 BG1458  ___________________________________________________________________
 BG1458* NAD 83(1986)-  30 37 54.     (N)    086 08 01.     (W)     SCALED    
 BG1458* NAVD 88     -        55.433  (meters)     181.87   (feet)  ADJUSTED  
 BG1458  ___________________________________________________________________
 BG1458  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG1458  DYNAMIC HT  -          55.361 (meters)     181.63  (feet)  COMP
 BG1458  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 BG1458
 BG1458  VERT ORDER  -  FIRST     CLASS II
 BG1458
 BG1458.The horizontal coordinates were scaled from a topographic map and have
 BG1458.an estimated accuracy of +/- 6 seconds.
 BG1458
 BG1458.The orthometric height was determined by differential leveling
 BG1458.and adjusted by the National Geodetic Survey in June 1991..
 BG1458
 BG1458.The geoid height was determined by GEOID03.
 BG1458
 BG1458.The dynamic height is computed by dividing the NAVD 88
 BG1458.geopotential number by the normal gravity value computed on the
 BG1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1458.degrees latitude (g = 980.6199 gals.).
 BG1458
 BG1458.The modeled gravity was interpolated from observed gravity values.
 BG1458
 BG1458;                    North         East    Units  Estimated Accuracy
 BG1458;SPC FL N     -   181,990.      443,400.      MT  (+/- 180 meters Scaled)
 BG1458
 BG1458                          SUPERSEDED SURVEY CONTROL
 BG1458
 BG1458  NGVD 29 (??/??/92)   55.541  (m)          182.22   (f) ADJ UNCH    1 2
 BG1458
 BG1458.Superseded values are not recommended for survey control.
 BG1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1458.See file dsdata.txt to determine how the superseded data were derived.
 BG1458
 BG1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU830891(NAD 83)
 BG1458_MARKER: DB = BENCH MARK DISK
 BG1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1458_STAMPING: A 140 1953
 BG1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1458+STABILITY: SURFACE MOTION
 BG1458
 BG1458  HISTORY     - Date     Condition        Report By
 BG1458  HISTORY     - 1953     MONUMENTED       CGS
 BG1458
 BG1458                          STATION DESCRIPTION
 BG1458
 BG1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG1458'7.6 MI SW FROM DE FUNIAK SPRINGS.
 BG1458'6.45 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE CROSSING OF THE
 BG1458'LOUISVILLE AND NASHVILLE RAILROAD AT DE FUNIAK SPRINGS, THENCE
 BG1458'ABOUT 1.15 MILES WEST ALONG SAND ROAD NO. 200, ABOUT 0.4 MILE
 BG1458'EAST OF THE JUNCTION OF ROAD 403 LEADING SOUTH, ABOUT 0.15 MILE
 BG1458'WEST OF DIM ROAD NORTHEAST, AT JUNCTION OF A DIM SAND ROAD
 BG1458'LEADING WEST, 24 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD
 BG1458'200, 30 FEET SOUTH OF CENTER OF JUNCTION OF DIM ROAD WEST, 21
 BG1458'FEET EAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, 1 1/2 FEET
 BG1458'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 BG1458'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BG1458'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1781 ***********************************************************************
 AR1781  DESIGNATION -  A 141
 AR1781  PID         -  AR1781
 AR1781  STATE/COUNTY-  FL/ALACHUA
 AR1781  USGS QUAD   -  GAINESVILLE WEST (1993)
 AR1781
 AR1781                         *CURRENT SURVEY CONTROL
 AR1781  ___________________________________________________________________
 AR1781* NAD 83(1999)-  29 41 52.17626(N)    082 24 29.77088(W)     ADJUSTED  
 AR1781* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 AR1781  ___________________________________________________________________
 AR1781  X           -     732,561.681 (meters)                     COMP
 AR1781  Y           -  -5,496,345.713 (meters)                     COMP
 AR1781  Z           -   3,141,333.575 (meters)                     COMP
 AR1781  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AR1781  ELLIP HEIGHT-          24.52  (meters)          (06/12/02) GPS OBS
 AR1781  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1781
 AR1781  HORZ ORDER  -  SECOND
 AR1781  ELLP ORDER  -  FOURTH    CLASS I
 AR1781
 AR1781.The horizontal coordinates were established by GPS observations
 AR1781.and adjusted by the National Geodetic Survey in June 2002..
 AR1781
 AR1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1781
 AR1781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1781
 AR1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1781
 AR1781.The ellipsoidal height was determined by GPS observations
 AR1781.and is referenced to NAD 83.
 AR1781
 AR1781.The geoid height was determined by GEOID03.
 AR1781
 AR1781;                    North         East     Units Scale Factor Converg.
 AR1781;SPC FL N     -    79,209.332   802,416.863   MT  0.99998177   +1 03 04.1
 AR1781;SPC FL N     -   259,872.62  2,632,595.99   sFT  0.99998177   +1 03 04.1
 AR1781;UTM  17      - 3,286,132.487   363,759.011   MT  0.99982902   -0 41 52.1
 AR1781
 AR1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1781!SPC FL N     -   0.99999615  x   0.99998177  =   0.99997792
 AR1781!UTM  17      -   0.99999615  x   0.99982902  =   0.99982517
 AR1781
 AR1781                          SUPERSEDED SURVEY CONTROL
 AR1781
 AR1781  NAD 83(1990)-  29 41 52.17490(N)    082 24 29.77042(W) AD(       ) 2
 AR1781  ELLIP H (05/01/91)   24.57   (m)                       GP(       ) 4 1
 AR1781  NAD 83(1986)-  29 41 52.18383(N)    082 24 29.77561(W) AD(       ) 2
 AR1781  NGVD 29 (11/17/89)   52.8    (m)          173.     (f) GPS OBS        
 AR1781
 AR1781.Superseded values are not recommended for survey control.
 AR1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1781.See file dsdata.txt to determine how the superseded data were derived.
 AR1781
 AR1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6375986132(NAD 83)
 AR1781_MARKER: DD = SURVEY DISK
 AR1781_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1781_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1781_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1781+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1781
 AR1781  HISTORY     - Date     Condition        Report By
 AR1781  HISTORY     - 1988     MONUMENTED       PMC
 AR1781
 AR1781                          STATION DESCRIPTION
 AR1781
 AR1781'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1781'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI)
 AR1781'NORTHWEST OF GAINESVILLE.
 AR1781'OWNERSHIP--PRIVATE.
 AR1781'
 AR1781'TO REACH THE STATION FROM THE INTERSECTION OF ACR 222 (NW 39TH AVE)
 AR1781'AND ACR 2053 (NW 43RD STREET), GO NORTH FOR
 AR1781'1.6 KM (1 MI) ON ACR 2053 TO ACR 232 (NW 53RD AVE),
 AR1781'TURN LEFT AND GO WEST FOR 1.6 KM (1 MI) ON ACR 232 TO NW 59TH
 AR1781'STREET, TURN LEFT AND GO SOUTH FOR 0.6 KM (0.4 MI) ON NW 59TH
 AR1781'STREET,
 AR1781'CONTINUE WEST  FOR 0.2 KM (0.1 MI) ON A DIRT
 AR1781'ROAD TO THE STATION ON THE LEFT.
 AR1781'THE STATION IS SOUTH 3 METERS (10 FT) OF DIRT ROAD, NORTH
 AR1781'0.6 METERS (2 FT) OF A FENCE, EAST 57.3 METERS (188 FT) EAST OF
 AR1781'POWER POLE, NORTHWEST 23.5 METERS (77 FT) OF A TWIN 14 IN SWEET GUM.
 AR1781'
 AR1781'THE STATION IS A STANDARD AC GIS DISK
 AR1781'STAMPED---STATION A141---,
 AR1781'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1781'23.56 METERS (77.29 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1781'IN TWIN 16 IN SWEET GUMS,
 AR1781'20.28 METERS (66.52 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1781'IN 8 IN SLASH PINE,
 AR1781'28.66 METERS (94.02 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1781'IN 12 IN PINE,
 AR1781'15.06 METERS (49.41 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1781'SET,
 AR1781'1.2 METERS (4 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1781'
 AR1781'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1781'STAMPED---AZIMUTH A142---,
 AR1781'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1781'9.38 METERS (30.77 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1781'10 IN HICKORY,
 AR1781'11.10 METERS (36.42 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1781'IN 18 IN PINE,
 AR1781'4.36 METERS (14.30 FT) EAST FROM A NAIL AND CAP (NO 3765) SET
 AR1781'IN POWER POLE,
 AR1781'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1781'TO REACH THE AZIMUTH FROM THE STATION,
 AR1781'GO WEST FOR 426.7 METERS (1400 FT) ON DIRT ROAD TO THE AZIMUTH AT THE
 AR1781'WYE IN THE ROAD.  IT IS WEST 5.2 METERS (17 FT) OF THE POINT IN THE
 AR1781'WYE, SOUTHEAST 4.3 METERS (14 FT) OF A POWER POLE (4TH POLE WEST OF
 AR1781'STATION), WEST 38.7 METERS (127 FT) OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0408 ***********************************************************************
 BC0408  DESIGNATION -  A 142
 BC0408  PID         -  BC0408
 BC0408  STATE/COUNTY-  FL/DUVAL
 BC0408  USGS QUAD   -  BAYARD (1993)
 BC0408
 BC0408                         *CURRENT SURVEY CONTROL
 BC0408  ___________________________________________________________________
 BC0408* NAD 83(1986)-  30 11 03.     (N)    081 33 34.     (W)     SCALED    
 BC0408* NAVD 88     -         4.106  (meters)      13.47   (feet)  ADJUSTED  
 BC0408  ___________________________________________________________________
 BC0408  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC0408  DYNAMIC HT  -           4.101 (meters)      13.45  (feet)  COMP
 BC0408  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BC0408
 BC0408  VERT ORDER  -  FIRST     CLASS I
 BC0408
 BC0408.The horizontal coordinates were scaled from a topographic map and have
 BC0408.an estimated accuracy of +/- 6 seconds.
 BC0408
 BC0408.The orthometric height was determined by differential leveling
 BC0408.and adjusted by the National Geodetic Survey in June 1991..
 BC0408
 BC0408.The geoid height was determined by GEOID03.
 BC0408
 BC0408.The dynamic height is computed by dividing the NAVD 88
 BC0408.geopotential number by the normal gravity value computed on the
 BC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0408.degrees latitude (g = 980.6199 gals.).
 BC0408
 BC0408.The modeled gravity was interpolated from observed gravity values.
 BC0408
 BC0408;                    North         East    Units  Estimated Accuracy
 BC0408;SPC FL E     -   648,410.      146,120.      MT  (+/- 180 meters Scaled)
 BC0408
 BC0408                          SUPERSEDED SURVEY CONTROL
 BC0408
 BC0408  NGVD 29 (??/??/92)    4.432  (m)           14.54   (f) ADJ UNCH    1 1
 BC0408
 BC0408.Superseded values are not recommended for survey control.
 BC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0408.See file dsdata.txt to determine how the superseded data were derived.
 BC0408
 BC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP461393(NAD 83)
 BC0408_MARKER: DB = BENCH MARK DISK
 BC0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0408_SP_SET: CONCRETE POST
 BC0408_STAMPING: A 142 1954
 BC0408_MARK LOGO: CGS   
 BC0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0408+STABILITY: SURFACE MOTION
 BC0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0408+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 BC0408
 BC0408  HISTORY     - Date     Condition        Report By
 BC0408  HISTORY     - 1954     MONUMENTED       CGS
 BC0408  HISTORY     - 1972     GOOD             NGS
 BC0408  HISTORY     - 1975     GOOD             NGS
 BC0408  HISTORY     - 19910415 GOOD             NGS
 BC0408  HISTORY     - 19990725 GOOD             FLDEP
 BC0408
 BC0408                          STATION DESCRIPTION
 BC0408
 BC0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0408'10.4 MI SE FROM SOUTH JACKSONVILLE.
 BC0408'ABOUT 10.4 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0408'FROM THE STATION AT SOUTH JACKSONVILLE, ABOUT 0.3 MILE NORTHWEST
 BC0408'OF MILE POST 12, 43 FEET NORTHEAST OF NORTHEAST RAIL OF NORTH
 BC0408'BOUND TRACK, 1174 FEET SOUTHEAST OF EAST CORNER OF A RAILWAY
 BC0408'TRESTLE OVER A SWAMP, 20 FEET WEST OF TELEPHONE POLE NO. 472, IN
 BC0408'LINE WITH THE CENTER ONE OF THREE ROWS OF TELEPHONE POLES, 2
 BC0408'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET
 BC0408'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BC0408'3 INCHES.  NOTE-- 325 FEET NORTH OF NORTHERN MOST PILLAR OF CENTER
 BC0408'GROUP OF PILLARS SUPPORTING THE OVERPASS OF INTERSTATE HIGHWAY 95,
 BC0408'24 FEET WEST OF TELEPHONE POLE NO. 471 (THIRD TELEPHONE POLE NORTH
 BC0408'FROM OVERPASS), 1 FOOT SOUTH OF METAL WITNESS POST AND SIGN.
 BC0408'THE MARK IS FLUSH WITH THE GROUND SURFACE.
 BC0408
 BC0408                          STATION RECOVERY (1972)
 BC0408
 BC0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BC0408'RECOVERED IN GOOD CONDITION.
 BC0408
 BC0408                          STATION RECOVERY (1975)
 BC0408
 BC0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0408'10.45 MILES SOUTHEAST ALONG FLORIDA EAST COAST RAILROAD FROM THE
 BC0408'STATION AT SOUTH JACKSONVILLE, 0.3 MILE NORTHWEST OF MILE POST 12,
 BC0408'1174.0 FEET SOUTHEAST OF THE EAST CORNER OF A RAILWAY TRESTLE OVER A
 BC0408'SWAMP, 325.0 FEET NORTHWEST OF THE NORTHWEST MOST PILLAR OF I-95
 BC0408'OVERPASS, 95.5 FEET SOUTHEAST OF SIGNAL LIGHT 116, 43.5 FEET NORTHEAST
 BC0408'OF THE NORTHEAST RAIL, 1.0 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2
 BC0408'FEET LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 BC0408'FLUSH WITH THE GROUND.
 BC0408
 BC0408                          STATION RECOVERY (1991)
 BC0408
 BC0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0408'10.7 KM (6.6 MI) SOUTHEASTERLY ALONG THE FLORIDA EAST COAST RAILROAD
 BC0408'FROM THE JUNCTION OF STATE HIGHWAY 109 (UNIVERSITY BOULEVARD) IN THE
 BC0408'LAKEWOOD SECTION OF SOUTH JACKSONVILLE, 99.5 M (326.4 FT) NORTHWEST
 BC0408'OF THE NORTHWEST COLUMN OF THE FIRST PIER OF THE INTERSTATE HIGHWAY
 BC0408'95 OVERPASS NORTHEAST OF THE RAILROAD, 28.6 M (93.8 FT) SOUTHEAST OF
 BC0408'RAILROAD SIGNAL NUMBER 11.6, 13.0 M (42.7 FT) NORTHEAST OF THE NEAR
 BC0408'RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 BC0408'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 BC0408'SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND THE WEST SIDE CHIPPED
 BC0408'OFF, BUT IS SOLID IN PLACE.
 BC0408
 BC0408                          STATION RECOVERY (1999)
 BC0408
 BC0408'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 BC0408'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1782 ***********************************************************************
 AR1782  DESIGNATION -  A 143
 AR1782  PID         -  AR1782
 AR1782  STATE/COUNTY-  FL/ALACHUA
 AR1782  USGS QUAD   -  GAINESVILLE WEST (1993)
 AR1782
 AR1782                         *CURRENT SURVEY CONTROL
 AR1782  ___________________________________________________________________
 AR1782* NAD 83(1999)-  29 44 15.49354(N)    082 24 19.40402(W)     ADJUSTED  
 AR1782* NAVD 88     -        56.1    (meters)     184.     (feet)  VERTCON   
 AR1782  ___________________________________________________________________
 AR1782  X           -     732,549.215 (meters)                     COMP
 AR1782  Y           -  -5,494,143.543 (meters)                     COMP
 AR1782  Z           -   3,145,167.851 (meters)                     COMP
 AR1782  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AR1782  ELLIP HEIGHT-          28.08  (meters)          (06/12/02) GPS OBS
 AR1782  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AR1782
 AR1782  HORZ ORDER  -  SECOND
 AR1782  ELLP ORDER  -  FOURTH    CLASS I
 AR1782
 AR1782.The horizontal coordinates were established by GPS observations
 AR1782.and adjusted by the National Geodetic Survey in June 2002..
 AR1782
 AR1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1782
 AR1782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1782
 AR1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1782
 AR1782.The ellipsoidal height was determined by GPS observations
 AR1782.and is referenced to NAD 83.
 AR1782
 AR1782.The geoid height was determined by GEOID03.
 AR1782
 AR1782;                    North         East     Units Scale Factor Converg.
 AR1782;SPC FL N     -    83,626.497   802,614.435   MT  0.99997636   +1 03 09.3
 AR1782;SPC FL N     -   274,364.60  2,633,244.19   sFT  0.99997636   +1 03 09.3
 AR1782;UTM  17      - 3,290,540.898   364,091.287   MT  0.99982790   -0 41 50.0
 AR1782
 AR1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1782!SPC FL N     -   0.99999559  x   0.99997636  =   0.99997195
 AR1782!UTM  17      -   0.99999559  x   0.99982790  =   0.99982349
 AR1782
 AR1782                          SUPERSEDED SURVEY CONTROL
 AR1782
 AR1782  NAD 83(1990)-  29 44 15.49217(N)    082 24 19.40354(W) AD(       ) 2
 AR1782  ELLIP H (05/01/91)   28.13   (m)                       GP(       ) 4 1
 AR1782  NAD 83(1986)-  29 44 15.50103(N)    082 24 19.40859(W) AD(       ) 2
 AR1782  NGVD 29 (11/17/89)   56.3    (m)          185.     (f) GPS OBS        
 AR1782
 AR1782.Superseded values are not recommended for survey control.
 AR1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1782.See file dsdata.txt to determine how the superseded data were derived.
 AR1782
 AR1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6409190541(NAD 83)
 AR1782_MARKER: DD = SURVEY DISK
 AR1782_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1782_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1782_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1782+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1782
 AR1782  HISTORY     - Date     Condition        Report By
 AR1782  HISTORY     - 1988     MONUMENTED       PMC
 AR1782
 AR1782                          STATION DESCRIPTION
 AR1782
 AR1782'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1782'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI)
 AR1782'NORTHWEST OF GAINESVILLE.
 AR1782'OWNERSHIP--NW 31 R/W.
 AR1782'
 AR1782'TO REACH THE STATION FROM THE INTERSECTION OF SR 121 AND U.S. 441,   G
 AR1782'NORTHWEST FOR 4 KM (2.5 MI) ON U.S. 441 TO NW 30,
 AR1782'TURN LEFT AND GO SOUTHEAST FOR 2.1 KM (1.3 MI) ON NW 30 TO NW 31,
 AR1782'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) ON NW 31 TO THE
 AR1782'STATION ON THE LEFT.
 AR1782'THE STATION IS EAST 5.8 METERS (19 FT) OF NW 31, NORTH 71 METERS
 AR1782'(233 FT) OF A POWER POLE, NORTHEAST 80.2 METERS (263 FT) OF A
 AR1782'DRIVEWAY.
 AR1782'
 AR1782'THE STATION IS A STANDARD AC GIS DISK
 AR1782'STAMPED---STATION A143---,
 AR1782'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1782'28.58 METERS (93.78 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1782'IN 8 IN OAK,
 AR1782'17.86 METERS (58.58 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1782'IN 10 IN OAK,
 AR1782'12.45 METERS (40.85 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1782'SET,
 AR1782'13.18 METERS (43.24 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1782'SET,
 AR1782'0.9 METERS (3 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1782'
 AR1782'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1782'STAMPED---AZIMUTH A144---,
 AR1782'SET INTO THE GROUND 16 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1782'26.38 METERS (86.55 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1782'POWER POLE,
 AR1782'1.36 METERS (4.47 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1782'POWER POLE,
 AR1782'12.81 METERS (42.02 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1782'IN 18 IN PINE,
 AR1782'1.2 METERS (4 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1782'TO REACH THE AZIMUTH FROM THE STATION,
 AR1782'GO SOUTH FOR 0.6 KM (0.35 MI) ON NW 31 TO AZIMUTH ON THE WEST SIDE OF
 AR1782'THE ROAD.  THE AZIMUTH MARK IS 1.2 METERS (4 FT) EAST OF A POWER
 AR1782'POLE, 2.4 METERS (8 FT) NORTHWEST OF A TELEPHONE PEDESTAL,
 AR1782'16.5 METERS (54 FT) WEST OF NW 31, 40.8 METERS (134 FT) NORTH OF
 AR1782'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0146 ***********************************************************************
 BC0146  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0146  DESIGNATION -  A 144
 BC0146  PID         -  BC0146
 BC0146  STATE/COUNTY-  FL/NASSAU
 BC0146  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0146
 BC0146                         *CURRENT SURVEY CONTROL
 BC0146  ___________________________________________________________________
 BC0146* NAD 83(1986)-  30 37 43.     (N)    081 29 03.     (W)     SCALED    
 BC0146* NAVD 88     -         1.722  (meters)       5.65   (feet)  ADJUSTED  
 BC0146  ___________________________________________________________________
 BC0146  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC0146  DYNAMIC HT  -           1.720 (meters)       5.64  (feet)  COMP
 BC0146  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 BC0146
 BC0146  VERT ORDER  -  FIRST     CLASS II
 BC0146
 BC0146.The horizontal coordinates were scaled from a topographic map and have
 BC0146.an estimated accuracy of +/- 6 seconds.
 BC0146
 BC0146.The orthometric height was determined by differential leveling
 BC0146.and adjusted by the National Geodetic Survey in June 1991..
 BC0146
 BC0146.This Tidal Bench Mark is designated as VM 4993
 BC0146.by the Center for Operational Oceanographic Products and Services.
 BC0146
 BC0146.The geoid height was determined by GEOID03.
 BC0146
 BC0146.The dynamic height is computed by dividing the NAVD 88
 BC0146.geopotential number by the normal gravity value computed on the
 BC0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0146.degrees latitude (g = 980.6199 gals.).
 BC0146
 BC0146.The modeled gravity was interpolated from observed gravity values.
 BC0146
 BC0146;                    North         East    Units  Estimated Accuracy
 BC0146;SPC FL E     -   697,650.      153,580.      MT  (+/- 180 meters Scaled)
 BC0146
 BC0146                          SUPERSEDED SURVEY CONTROL
 BC0146
 BC0146  NGVD 29 (09/01/92)    2.068  (m)            6.78   (f) ADJUSTED    1 2
 BC0146
 BC0146.Superseded values are not recommended for survey control.
 BC0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0146.See file dsdata.txt to determine how the superseded data were derived.
 BC0146
 BC0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP536885(NAD 83)
 BC0146_MARKER: DB = BENCH MARK DISK
 BC0146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0146_SP_SET: PIER
 BC0146_STAMPING: A 144 1954
 BC0146_MARK LOGO: CGS   
 BC0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0146+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1991
 BC0146
 BC0146  HISTORY     - Date     Condition        Report By
 BC0146  HISTORY     - 1954     MONUMENTED       CGS
 BC0146  HISTORY     - 1975     GOOD             NGS
 BC0146  HISTORY     - 1976     GOOD             FLDNR
 BC0146  HISTORY     - 1976     GOOD             FLDNR
 BC0146  HISTORY     - 1976     GOOD             FLDNR
 BC0146  HISTORY     - 1976     GOOD             FLDNR
 BC0146  HISTORY     - 1976     GOOD             FLDNR
 BC0146  HISTORY     - 1978     GOOD             FLDNR
 BC0146  HISTORY     - 1985     GOOD             FLDNR
 BC0146  HISTORY     - 19910425 GOOD             NGS
 BC0146
 BC0146                          STATION DESCRIPTION
 BC0146
 BC0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0146'4 MI SW FROM FERNANDINA.
 BC0146'4.05 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 BC0146'FROM THE STATION AT FERNANDINA BEACH, IN THE TOP OF THE SOUTHEAST
 BC0146'END OF THE SOUTHWEST CONCRETE PIER AT THE SOUTHWEST END OF THE
 BC0146'DRAW SPAN OF RAILROAD BRIDGE OVER THE AMELIA RIVER, 8.6 FEET
 BC0146'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 6 FEET BELOW THE LEVEL
 BC0146'OF THE TRACKS.  SEC 37, T 2 N, R 28 E
 BC0146
 BC0146                          STATION RECOVERY (1976)
 BC0146
 BC0146'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0146'RECOVERED IN GOOD CONDITION.
 BC0146
 BC0146                          STATION RECOVERY (1976)
 BC0146
 BC0146'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0146'RECOVERED IN GOOD CONDITION.
 BC0146
 BC0146                          STATION RECOVERY (1976)
 BC0146
 BC0146'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0146'RECOVERED IN GOOD CONDITION.
 BC0146
 BC0146                          STATION RECOVERY (1976)
 BC0146
 BC0146'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0146'RECOVERED IN GOOD CONDITION.
 BC0146
 BC0146                          STATION RECOVERY (1976)
 BC0146
 BC0146'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0146'RECOVERED IN GOOD CONDITION.
 BC0146
 BC0146                          STATION RECOVERY (1978)
 BC0146
 BC0146'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0146'RECOVERED IN GOOD CONDITION.
 BC0146
 BC0146                          STATION RECOVERY (1985)
 BC0146
 BC0146'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0146'RECOVERED IN GOOD CONDITION.
 BC0146
 BC0146                          STATION RECOVERY (1991)
 BC0146
 BC0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0146'5.8 KM (3.6 MI) SOUTHERLY ALONG STATE HIGHWAY A1A FROM THE
 BC0146'INTERSECTION OF CENTRE STREET IN FERNANDINA BEACH, THENCE 0.8 KM (0.5
 BC0146'MI) WESTERLY ALONG THE CSX TRANSPORTATION RAILROAD, IN TOP OF AND 0.2
 BC0146'M (0.7 FT) NORTH OF THE SOUTH END OF THE 1ST PIER EAST OF THE WEST
 BC0146'ABUTMENT OF THE RAILROAD BRIDGE SPANNING KINGSLEY CREEK, 2.4 M (7.9
 BC0146'FT) SOUTH OF THE NEAR RAIL, AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE
 BC0146'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0315 ***********************************************************************
 BC0315  DESIGNATION -  A 145
 BC0315  PID         -  BC0315
 BC0315  STATE/COUNTY-  FL/DUVAL
 BC0315  USGS QUAD   -  MARIETTA (1992)
 BC0315
 BC0315                         *CURRENT SURVEY CONTROL
 BC0315  ___________________________________________________________________
 BC0315* NAD 83(1986)-  30 19 14.     (N)    081 47 01.     (W)     SCALED    
 BC0315* NAVD 88     -        19.063  (meters)      62.54   (feet)  ADJUSTED  
 BC0315  ___________________________________________________________________
 BC0315  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BC0315  DYNAMIC HT  -          19.039 (meters)      62.46  (feet)  COMP
 BC0315  MODELED GRAV-     979,360.1   (mgal)                       NAVD 88
 BC0315
 BC0315  VERT ORDER  -  FIRST     CLASS II
 BC0315
 BC0315.The horizontal coordinates were scaled from a topographic map and have
 BC0315.an estimated accuracy of +/- 6 seconds.
 BC0315
 BC0315.The orthometric height was determined by differential leveling
 BC0315.and adjusted by the National Geodetic Survey in June 1991..
 BC0315
 BC0315.The geoid height was determined by GEOID03.
 BC0315
 BC0315.The dynamic height is computed by dividing the NAVD 88
 BC0315.geopotential number by the normal gravity value computed on the
 BC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0315.degrees latitude (g = 980.6199 gals.).
 BC0315
 BC0315.The modeled gravity was interpolated from observed gravity values.
 BC0315
 BC0315;                    North         East    Units  Estimated Accuracy
 BC0315;SPC FL E     -   663,660.      124,640.      MT  (+/- 180 meters Scaled)
 BC0315
 BC0315                          SUPERSEDED SURVEY CONTROL
 BC0315
 BC0315  NGVD 29 (??/??/92)   19.384  (m)           63.60   (f) ADJ UNCH    1 2
 BC0315
 BC0315.Superseded values are not recommended for survey control.
 BC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0315.See file dsdata.txt to determine how the superseded data were derived.
 BC0315
 BC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP246545(NAD 83)
 BC0315_MARKER: DB = BENCH MARK DISK
 BC0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0315_STAMPING: A 145 1954
 BC0315_MARK LOGO: CGS   
 BC0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0315+STABILITY: SURFACE MOTION
 BC0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0315+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1992
 BC0315
 BC0315  HISTORY     - Date     Condition        Report By
 BC0315  HISTORY     - 1954     MONUMENTED       CGS
 BC0315  HISTORY     - 1973     GOOD             NGS
 BC0315  HISTORY     - 1978     MARK NOT FOUND   NGS
 BC0315  HISTORY     - 19920627 GOOD             FLDNR
 BC0315  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 BC0315
 BC0315                          STATION DESCRIPTION
 BC0315
 BC0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0315'AT MARIETTA.
 BC0315'AT MARIETTA, ALONG THE SEABOARD AIR LINE RAILWAY, AT THE CROSSING
 BC0315'OF CAHOON ROAD, 31 1/2 FEET SOUTH OF SOUTH RAIL, 61 FEET SOUTHWEST
 BC0315'OF CENTER OF CROSSING OF CAHOON ROAD, 226 FEET WEST-SOUTHWEST
 BC0315'AND ACROSS CROSSING FROM MILE POST 641, 50 FEET WEST OF CENTER LINE
 BC0315'OF CAHOON ROAD, 21 1/2 FEET EAST OF A RAILWAY POWER POLE AND 1
 BC0315'FOOT SOUTH OF LINE OF POLES, 27 1/2 FEET SOUTH-SOUTHEAST OF
 BC0315'SEMAPHORE NO. 641.2, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 BC0315'POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP
 BC0315'OF A CONCRETE POST PROJECTING 3 INCHES.
 BC0315
 BC0315                          STATION RECOVERY (1973)
 BC0315
 BC0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BC0315'RECOVERED IN GOOD CONDITION.
 BC0315
 BC0315                          STATION RECOVERY (1978)
 BC0315
 BC0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0315'SEARCHED FOR NOT RECOVERED.
 BC0315
 BC0315                          STATION RECOVERY (1992)
 BC0315
 BC0315'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC0315'THE MARK AT MARIETTA, ABOUT 4.0 MI (6.4 KM) EAST OF WHITEHOUSE, AT THE
 BC0315'INTERSECTION OF CAHOON ROAD IN SECTION 22, T 2 S, R 25 E. TO REACH THE
 BC0315'MARK FROM THE INTERSECTION OF CHAFFEE ROAD AND STATE HIGHWAY 9O
 BC0315'(BEAVER STREET) IN WHITEHOUSE, GO EAST ON STATE HIGHWAY 90 (BEAVER
 BC0315'STREET) FOR 4.0 MI (6.4 KM) TO THE INTERSECTION OF CAHOON ROAD IN
 BC0315'MARIETTA, TURN RIGHT ON CAHOON ROAD AND GO SOUTH FOR 0.15 MI (0.24 KM)
 BC0315'TO THE RAILROAD CROSSING AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 BC0315'A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) ABOVE THE
 BC0315'LEVEL OF THE RAILROAD TRACK. LOCATED ABOUT 226.0 FT (68.9 M)
 BC0315'WEST-SOUTHWEST OF MILE POST MARKER 641, 49.8 FT (15.2 M) WEST OF THE
 BC0315'CENTERLINE OF CAHOON ROAD, 31.5 FT (9.6 M) SOUTH OF THE SOUTH RAIL AND
 BC0315'1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST. NOTE, NOT LEVELED
 BC0315'THIS DATE.
 BC0315
 BC0315                          STATION RECOVERY (1993)
 BC0315
 BC0315'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1783 ***********************************************************************
 AR1783  DESIGNATION -  A 145
 AR1783  PID         -  AR1783
 AR1783  STATE/COUNTY-  FL/ALACHUA
 AR1783  USGS QUAD   -  ALACHUA (1993)
 AR1783
 AR1783                         *CURRENT SURVEY CONTROL
 AR1783  ___________________________________________________________________
 AR1783* NAD 83(1999)-  29 47 07.77851(N)    082 24 34.93011(W)     ADJUSTED  
 AR1783* NAVD 88     -        52.2    (meters)     171.     (feet)  VERTCON   
 AR1783  ___________________________________________________________________
 AR1783  X           -     731,787.369 (meters)                     COMP
 AR1783  Y           -  -5,491,585.015 (meters)                     COMP
 AR1783  Z           -   3,149,771.041 (meters)                     COMP
 AR1783  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AR1783  ELLIP HEIGHT-          24.10  (meters)          (06/12/02) GPS OBS
 AR1783  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1783
 AR1783  HORZ ORDER  -  SECOND
 AR1783  ELLP ORDER  -  FOURTH    CLASS I
 AR1783
 AR1783.The horizontal coordinates were established by GPS observations
 AR1783.and adjusted by the National Geodetic Survey in June 2002..
 AR1783
 AR1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1783
 AR1783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1783
 AR1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1783
 AR1783.The ellipsoidal height was determined by GPS observations
 AR1783.and is referenced to NAD 83.
 AR1783
 AR1783.The geoid height was determined by GEOID03.
 AR1783
 AR1783;                    North         East     Units Scale Factor Converg.
 AR1783;SPC FL N     -    88,922.674   802,100.050   MT  0.99997049   +1 03 01.5
 AR1783;SPC FL N     -   291,740.47  2,631,556.58   sFT  0.99997049   +1 03 01.5
 AR1783;UTM  17      - 3,295,849.546   363,738.960   MT  0.99982909   -0 42 01.4
 AR1783
 AR1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1783!SPC FL N     -   0.99999622  x   0.99997049  =   0.99996671
 AR1783!UTM  17      -   0.99999622  x   0.99982909  =   0.99982531
 AR1783
 AR1783                          SUPERSEDED SURVEY CONTROL
 AR1783
 AR1783  NAD 83(1990)-  29 47 07.77702(N)    082 24 34.92958(W) AD(       ) 2
 AR1783  ELLIP H (05/01/91)   24.16   (m)                       GP(       ) 4 1
 AR1783  NAD 83(1986)-  29 47 07.78485(N)    082 24 34.93400(W) AD(       ) 2
 AR1783  NGVD 29 (11/17/89)   52.4    (m)          172.     (f) GPS OBS        
 AR1783
 AR1783.Superseded values are not recommended for survey control.
 AR1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1783.See file dsdata.txt to determine how the superseded data were derived.
 AR1783
 AR1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6373995850(NAD 83)
 AR1783_MARKER: DD = SURVEY DISK
 AR1783_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1783_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1783_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1783+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1783
 AR1783  HISTORY     - Date     Condition        Report By
 AR1783  HISTORY     - 1988     MONUMENTED       PMC
 AR1783
 AR1783                          STATION DESCRIPTION
 AR1783
 AR1783'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1783'THE STATION IS LOCATED ABOUT 16.3 KM (10.1 MI)
 AR1783'NORTH-NORTHWEST OF GAINESVILLE.
 AR1783'OWNERSHIP--NW 31 R/W.
 AR1783'
 AR1783'TO REACH THE STATION FROM THE INTERSECTION OF U.S 441 AND ACR 237
 AR1783'IN HAGUE,  GO NORTH FOR 0.2 KM (0.1 MI) ON ACR 237 TO ACR 25A,
 AR1783'TURN RIGHT AND GO EAST FOR 0.3 KM (0.2 MI) ON ACR 25A TO NW 31,
 AR1783'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON NW 31 TO A PAVED
 AR1783'ROAD AT THE ENTRANCE TO THE UNIVERSITY OF FLORIDA DAIRY RESEARCH
 AR1783'FARM, CONTINUE STRAIGHT AHEAD AND NORTHEAST FOR 1.1 KM (0.7 MI) ON
 AR1783'NW 31 TO THE STATION ON THE LEFT.  THE STATION IS WEST 11.3 METERS
 AR1783'(37 FT) OF CENTERLINE, EAST 0.9 METERS (3 FT) OF A FENCE, AND EAST
 AR1783'6.4 METERS (21 FT) OF A POWER POLE.
 AR1783'
 AR1783'THE STATION IS A STANDARD AC GIS DISK
 AR1783'STAMPED---STATION A145---,
 AR1783'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1783'6.46 METERS (21.20 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1783'IN POWER POLE,
 AR1783'30.33 METERS (99.15 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1783'IN 12 IN OAK,
 AR1783'24.07 METERS (78.98 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1783'5 IN LIVE OAK,
 AR1783'1.99 METERS (6.52 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1783'FENCE POST,
 AR1783'0.9 METERS (3 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1783'
 AR1783'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1783'STAMPED---AZIMUTH A146---,
 AR1783'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1783'1.98 METERS (6.49 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1783'IN 8 IN LIVE OAK,
 AR1783'9.92 METERS (32.55 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1783'6.87 METERS (22.55 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1783'0.5 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1783'TO REACH THE AZIMUTH FROM THE STATION,
 AR1783'GO SOUTHWEST FOR 1.1 KM (0.7 MI) ON NW 31 TO THE ENTRANCE OF THE
 AR1783'UNIVERSITY OF FLORIDA DAIRY RESEARCH FARM,
 AR1783'GO WEST FOR 0.5 KM (0.3 MI) ON ENTRANCE ROAD TO SILOS ON RIGHT,
 AR1783'CONTINUE WEST FOR 0.2 KM (0.1 MI) ON ROAD TO THE IFAS BUILDING,
 AR1783'BEAR TO THE RIGHT AROUND THE NW CORNER OF THE IFAS BUILDING, FOLLOW
 AR1783'THE ROAD PAST THE MAINTENANCE BUILDING FOR 0.5 KM (0.3 MI) TO A
 AR1783'GATE AND THREE SILOS ON THE LEFT, PROCEED THROUGH THE GATE
 AR1783'0.2 KM (0.1 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 AR1783'THE AZIMUTH MARK IS SOUTH 106 METERS (350 FT) OF A POWER LINE,
 AR1783'EAST 4.9 METERS (16 FT) OF THE ROAD, NORTHWEST 1.8 METERS (6 FT)
 AR1783'OF A TRIANGULAR-SHAPED FENCE AROUND A 12 IN OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0508 ***********************************************************************
 AR0508  DESIGNATION -  A 146
 AR0508  PID         -  AR0508
 AR0508  STATE/COUNTY-  FL/ALACHUA
 AR0508  USGS QUAD   -  ARREDONDO (1993)
 AR0508
 AR0508                         *CURRENT SURVEY CONTROL
 AR0508  ___________________________________________________________________
 AR0508* NAD 83(1986)-  29 37 24.     (N)    082 22 40.     (W)     SCALED    
 AR0508* NAVD 88     -        23.291  (meters)      76.41   (feet)  ADJUSTED  
 AR0508  ___________________________________________________________________
 AR0508  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AR0508  DYNAMIC HT  -          23.259 (meters)      76.31  (feet)  COMP
 AR0508  MODELED GRAV-     979,282.2   (mgal)                       NAVD 88
 AR0508
 AR0508  VERT ORDER  -  FIRST     CLASS II
 AR0508
 AR0508.The horizontal coordinates were scaled from a topographic map and have
 AR0508.an estimated accuracy of +/- 6 seconds.
 AR0508
 AR0508.The orthometric height was determined by differential leveling
 AR0508.and adjusted by the National Geodetic Survey in June 1991..
 AR0508
 AR0508.The geoid height was determined by GEOID03.
 AR0508
 AR0508.The dynamic height is computed by dividing the NAVD 88
 AR0508.geopotential number by the normal gravity value computed on the
 AR0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0508.degrees latitude (g = 980.6199 gals.).
 AR0508
 AR0508.The modeled gravity was interpolated from observed gravity values.
 AR0508
 AR0508;                    North         East    Units  Estimated Accuracy
 AR0508;SPC FL N     -    71,010.      805,520.      MT  (+/- 180 meters Scaled)
 AR0508
 AR0508                          SUPERSEDED SURVEY CONTROL
 AR0508
 AR0508  NGVD 29 (??/??/92)   23.544  (m)           77.24   (f) ADJ UNCH    1 2
 AR0508
 AR0508.Superseded values are not recommended for survey control.
 AR0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0508.See file dsdata.txt to determine how the superseded data were derived.
 AR0508
 AR0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN666778(NAD 83)
 AR0508_MARKER: DB = BENCH MARK DISK
 AR0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AR0508_SP_SET: BUILDING
 AR0508_STAMPING: A 146 1954
 AR0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR0508
 AR0508  HISTORY     - Date     Condition        Report By
 AR0508  HISTORY     - 1954     MONUMENTED       CGS
 AR0508  HISTORY     - 1976     GOOD             NGS
 AR0508
 AR0508                          STATION DESCRIPTION
 AR0508
 AR0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AR0508'3.6 MI SW FROM GAINESVILLE.
 AR0508'ABOUT 3.45 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 AR0508'FROM THE CROSSING OF SOUTH MAIN STREET IN GAINESVILLE, THENCE
 AR0508'NORTHWEST 110 YARDS ALONG DELTA AVENUE TO THE START OF BRICK
 AR0508'CABINS, SET VERTICALLY IN THE SOUTHEAST FACE AT THE EAST CORNER
 AR0508'OF BRICK CABIN NO. 1 OF ARCHER ROAD VILLAGE CABINS AND MOBILE
 AR0508'HOME PARK, 25.5 FEET SOUTHWEST OF THE CENTER OF DELTA AVENUE
 AR0508'AND 2.1 FEET ABOVE THE GROUND LEVEL.  SECTION 14 T 10 S R 19 E
 AR0508'NOTE-- THE ONLY CHANGE IS THAT THE STENGEL AIRPORT HAS BEEN
 AR0508'DISMANTELED AND BUTLER PLAZA HAS BEEN BUILT IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1784 ***********************************************************************
 AR1784  DESIGNATION -  A 147
 AR1784  PID         -  AR1784
 AR1784  STATE/COUNTY-  FL/ALACHUA
 AR1784  USGS QUAD   -  ALACHUA (1993)
 AR1784
 AR1784                         *CURRENT SURVEY CONTROL
 AR1784  ___________________________________________________________________
 AR1784* NAD 83(1999)-  29 47 03.14663(N)    082 27 46.44795(W)     ADJUSTED  
 AR1784* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 AR1784  ___________________________________________________________________
 AR1784  X           -     726,694.276 (meters)                     COMP
 AR1784  Y           -  -5,492,308.852 (meters)                     COMP
 AR1784  Z           -   3,149,633.694 (meters)                     COMP
 AR1784  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AR1784  ELLIP HEIGHT-          -3.21  (meters)          (06/12/02) GPS OBS
 AR1784  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1784
 AR1784  HORZ ORDER  -  SECOND
 AR1784  ELLP ORDER  -  FOURTH    CLASS I
 AR1784
 AR1784.The horizontal coordinates were established by GPS observations
 AR1784.and adjusted by the National Geodetic Survey in June 2002..
 AR1784
 AR1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1784
 AR1784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1784
 AR1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1784
 AR1784.The ellipsoidal height was determined by GPS observations
 AR1784.and is referenced to NAD 83.
 AR1784
 AR1784.The geoid height was determined by GEOID03.
 AR1784
 AR1784;                    North         East     Units Scale Factor Converg.
 AR1784;SPC FL N     -    88,686.980   796,959.577   MT  0.99997064   +1 01 25.3
 AR1784;SPC FL N     -   290,967.20  2,614,691.55   sFT  0.99997064   +1 01 25.3
 AR1784;UTM  17      - 3,295,771.013   358,594.368   MT  0.99984671   -0 43 36.5
 AR1784
 AR1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1784!SPC FL N     -   1.00000050  x   0.99997064  =   0.99997114
 AR1784!UTM  17      -   1.00000050  x   0.99984671  =   0.99984721
 AR1784
 AR1784                          SUPERSEDED SURVEY CONTROL
 AR1784
 AR1784  NAD 83(1990)-  29 47 03.14516(N)    082 27 46.44728(W) AD(       ) 2
 AR1784  ELLIP H (05/01/91)   -3.15   (m)                       GP(       ) 4 1
 AR1784  NAD 83(1986)-  29 47 03.15241(N)    082 27 46.45153(W) AD(       ) 2
 AR1784  NGVD 29 (11/17/89)   25.1    (m)           82.     (f) GPS OBS        
 AR1784
 AR1784.Superseded values are not recommended for survey control.
 AR1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1784.See file dsdata.txt to determine how the superseded data were derived.
 AR1784
 AR1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5859495771(NAD 83)
 AR1784_MARKER: DD = SURVEY DISK
 AR1784_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1784_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1784_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1784+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1784
 AR1784  HISTORY     - Date     Condition        Report By
 AR1784  HISTORY     - 1988     MONUMENTED       PMC
 AR1784
 AR1784                          STATION DESCRIPTION
 AR1784
 AR1784'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1784'THE STATION IS LOCATED ABOUT 19 KM (11.8 MI)
 AR1784'NORTHWEST OF GAINESVILLE.
 AR1784'OWNERSHIP--ACR 2054 R/W.
 AR1784'
 AR1784'TO REACH THE STATION FROM THE INTERSECTION OF ACR 237 AND U.S. 441, GO
 AR1784'NORTHWEST FOR 3.5 KM (2.2 MI) ON U.S. 441 TO THE AZIMUTH MARK IN THE
 AR1784'MEDIAN,
 AR1784'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 AR1784'0.8 KM (0.5 MI) ON U.S. 441 TO ACR 2054 AND THE STATION IN THE
 AR1784'MEDIAN.  THE STATION IS SOUTH 10.1 METERS (33 FT) OF THE CENTERLINE
 AR1784'OF THE NORTHBOUND LANE, NORTHEAST 7.6 METERS (25 FT) OF THE NE COR
 AR1784'OF A CONCRETE CATCH BASIN, AND NORTHWEST 28 METERS (92 FT) OF THE
 AR1784'WEST EDGE OF A CROSSOVER.
 AR1784'
 AR1784'THE STATION IS A STANDARD AC GIS DISK
 AR1784'STAMPED---STATION A147---,
 AR1784'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1784'7.93 METERS (26.00 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1784'SOUTH EDGE OF WESTBOUND LANE,
 AR1784'37.04 METERS (121.52 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1784'SET IN CENTERLINE OF CROSSOVER,
 AR1784'12.66 METERS (41.53 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1784'IN NORTH EDGE OF EASTBOUND LANE,
 AR1784'7.72 METERS (25.34 FT) NORTHEAST FROM A CHISEL CROSS IN NE CORNER
 AR1784'OF CATCH BASIN,
 AR1784'1.2 METERS (4 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1784'
 AR1784'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1784'STAMPED---AZIMUTH A148---,
 AR1784'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1784'8.39 METERS (27.51 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1784'36 IN OAK,
 AR1784'12.65 METERS (41.51 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1784'10.08 METERS (33.08 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET,
 AR1784'0.8 METERS (2.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1784'TO REACH THE AZIMUTH FROM THE STATION,
 AR1784'GO SOUTHEAST FOR 0.8 KM (0.5 MI) ON U.S. 441 TO THE AZIMUTH MARK.
 AR1784'THE AZIMUTH MARK IS SOUTH 16.2 METERS (53 FT) OF THE CENTERLINE OF
 AR1784'THE NORTHBOUND LANE, NORTHWEST 21.6 METERS (71 FT) OF CROSSOVER,
 AR1784'WEST 8.2 METERS (27 FT) OF A 30 IN OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0319 ***********************************************************************
 AR0319  DESIGNATION -  A 147 RESET 1974
 AR0319  PID         -  AR0319
 AR0319  STATE/COUNTY-  FL/ALACHUA
 AR0319  USGS QUAD   -  WALDO (1991)
 AR0319
 AR0319                         *CURRENT SURVEY CONTROL
 AR0319  ___________________________________________________________________
 AR0319* NAD 83(1986)-  29 45 47.     (N)    082 12 17.     (W)     SCALED    
 AR0319* NAVD 88     -        45.785  (meters)     150.21   (feet)  ADJUSTED  
 AR0319  ___________________________________________________________________
 AR0319  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR0319  DYNAMIC HT  -          45.723 (meters)     150.01  (feet)  COMP
 AR0319  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 AR0319
 AR0319  VERT ORDER  -  FIRST     CLASS II
 AR0319
 AR0319.The horizontal coordinates were scaled from a topographic map and have
 AR0319.an estimated accuracy of +/- 6 seconds.
 AR0319
 AR0319.The orthometric height was determined by differential leveling
 AR0319.and adjusted by the National Geodetic Survey in June 1991..
 AR0319
 AR0319.The geoid height was determined by GEOID03.
 AR0319
 AR0319.The dynamic height is computed by dividing the NAVD 88
 AR0319.geopotential number by the normal gravity value computed on the
 AR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0319.degrees latitude (g = 980.6199 gals.).
 AR0319
 AR0319.The modeled gravity was interpolated from observed gravity values.
 AR0319
 AR0319;                    North         East    Units  Estimated Accuracy
 AR0319;SPC FL N     -    86,820.      821,970.      MT  (+/- 180 meters Scaled)
 AR0319
 AR0319                          SUPERSEDED SURVEY CONTROL
 AR0319
 AR0319  NGVD 29 (09/01/92)   46.048  (m)          151.08   (f) ADJUSTED    1 2
 AR0319
 AR0319.Superseded values are not recommended for survey control.
 AR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0319.See file dsdata.txt to determine how the superseded data were derived.
 AR0319
 AR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN835931(NAD 83)
 AR0319_MARKER: DB = BENCH MARK DISK
 AR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0319_STAMPING: A 147 RESET 1974
 AR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0319+STABILITY: SURFACE MOTION
 AR0319
 AR0319  HISTORY     - Date     Condition        Report By
 AR0319  HISTORY     - 1974     MONUMENTED       NGS
 AR0319  HISTORY     - 1979     GOOD             NGS
 AR0319
 AR0319                          STATION DESCRIPTION
 AR0319
 AR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AR0319'3 MI SW FROM WALDO.
 AR0319'3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM ITS JUNCTION
 AR0319'WITH U.S. HIGHWAY 301 IN WALDO, 143 FEET SOUTHWEST OF THE
 AR0319'CENTER OF A DRAINAGE DITCH, 102 FEET NORTHWEST OF THE CENTER
 AR0319'OF EXISTING HIGHWAY 24, 19 FEET SOUTHEAST OF A WIRE FENCE, 6.5
 AR0319'FEET EAST-SOUTHEAST OF A 24 INCH PINE TREE, 1.8 FEET NORTHEAST
 AR0319'OF A METAL WITNESS POST AND A DISK SET IN THE TOP OF A 12-INCH
 AR0319'ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND
 AR0319'SURFACE.
 AR0319
 AR0319                          STATION RECOVERY (1979)
 AR0319
 AR0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AR0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0274 ***********************************************************************
 AR0274  DESIGNATION -  A 148
 AR0274  PID         -  AR0274
 AR0274  STATE/COUNTY-  FL/BRADFORD
 AR0274  USGS QUAD   -  STARKE (1991)
 AR0274
 AR0274                         *CURRENT SURVEY CONTROL
 AR0274  ___________________________________________________________________
 AR0274* NAD 83(1986)-  29 57 06.     (N)    082 06 54.     (W)     SCALED    
 AR0274* NAVD 88     -        51.007  (meters)     167.35   (feet)  ADJUSTED  
 AR0274  ___________________________________________________________________
 AR0274  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AR0274  DYNAMIC HT  -          50.939 (meters)     167.12  (feet)  COMP
 AR0274  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 AR0274
 AR0274  VERT ORDER  -  FIRST     CLASS II
 AR0274
 AR0274.The horizontal coordinates were scaled from a topographic map and have
 AR0274.an estimated accuracy of +/- 6 seconds.
 AR0274
 AR0274.The orthometric height was determined by differential leveling
 AR0274.and adjusted by the National Geodetic Survey in June 1991..
 AR0274
 AR0274.The geoid height was determined by GEOID03.
 AR0274
 AR0274.The dynamic height is computed by dividing the NAVD 88
 AR0274.geopotential number by the normal gravity value computed on the
 AR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0274.degrees latitude (g = 980.6199 gals.).
 AR0274
 AR0274.The modeled gravity was interpolated from observed gravity values.
 AR0274
 AR0274;                    North         East    Units  Estimated Accuracy
 AR0274;SPC FL N     -   107,900.      830,200.      MT  (+/- 180 meters Scaled)
 AR0274
 AR0274                          SUPERSEDED SURVEY CONTROL
 AR0274
 AR0274  NGVD 29 (??/??/92)   51.265  (m)          168.19   (f) ADJ UNCH    1 2
 AR0274
 AR0274.Superseded values are not recommended for survey control.
 AR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0274.See file dsdata.txt to determine how the superseded data were derived.
 AR0274
 AR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP924139(NAD 83)
 AR0274_MARKER: DB = BENCH MARK DISK
 AR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0274_STAMPING: A 148 1954
 AR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0274+STABILITY: SURFACE MOTION
 AR0274
 AR0274  HISTORY     - Date     Condition        Report By
 AR0274  HISTORY     - 1954     MONUMENTED       CGS
 AR0274
 AR0274                          STATION DESCRIPTION
 AR0274
 AR0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AR0274'AT STARKE.
 AR0274'AT STARKE, ABOUT 0.65 MILE WEST ALONG WASHINGTON AVENUE FROM THE
 AR0274'INTERSECTION OF THE SEABOARD AIR LINE RAILWAY, AT THE INTERSECTION
 AR0274'OF WASHINGTON AVENUE AND ORANGE STREET, ACROSS ORANGE STREET FROM
 AR0274'THE SOUTHEAST CORNER OF CONWAY PARK AIRPORT, 20 FEET SOUTH OF
 AR0274'CENTER LINE OF WASHINGTON AVENUE, 45 FEET EAST OF CENTER LINE OF
 AR0274'ORANGE STREET, 1 FOOT EAST OF CONCRETE STREET MARKER POST, ABOUT
 AR0274'LEVEL WITH STREETS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AR0274'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0378 ***********************************************************************
 BC0378  DESIGNATION -  A 149
 BC0378  PID         -  BC0378
 BC0378  STATE/COUNTY-  FL/DUVAL
 BC0378  USGS QUAD   -  FIFTONE (1993)
 BC0378
 BC0378                         *CURRENT SURVEY CONTROL
 BC0378  ___________________________________________________________________
 BC0378* NAD 83(1986)-  30 14 13.     (N)    081 59 57.     (W)     SCALED    
 BC0378* NAVD 88     -        27.209  (meters)      89.27   (feet)  ADJUSTED  
 BC0378  ___________________________________________________________________
 BC0378  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BC0378  DYNAMIC HT  -          27.174 (meters)      89.15  (feet)  COMP
 BC0378  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BC0378
 BC0378  VERT ORDER  -  FIRST     CLASS II
 BC0378
 BC0378.The horizontal coordinates were scaled from a topographic map and have
 BC0378.an estimated accuracy of +/- 6 seconds.
 BC0378
 BC0378.The orthometric height was determined by differential leveling
 BC0378.and adjusted by the National Geodetic Survey in June 1991..
 BC0378
 BC0378.The geoid height was determined by GEOID03.
 BC0378
 BC0378.The dynamic height is computed by dividing the NAVD 88
 BC0378.geopotential number by the normal gravity value computed on the
 BC0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0378.degrees latitude (g = 980.6199 gals.).
 BC0378
 BC0378.The modeled gravity was interpolated from observed gravity values.
 BC0378
 BC0378;                    North         East    Units  Estimated Accuracy
 BC0378;SPC FL E     -   654,560.      103,830.      MT  (+/- 180 meters Scaled)
 BC0378
 BC0378                          SUPERSEDED SURVEY CONTROL
 BC0378
 BC0378  NGVD 29 (??/??/92)   27.500  (m)           90.22   (f) ADJ UNCH    1 2
 BC0378
 BC0378.Superseded values are not recommended for survey control.
 BC0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0378.See file dsdata.txt to determine how the superseded data were derived.
 BC0378
 BC0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP038454(NAD 83)
 BC0378_MARKER: DB = BENCH MARK DISK
 BC0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0378_STAMPING: A 149 1954
 BC0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0378+STABILITY: SURFACE MOTION
 BC0378
 BC0378  HISTORY     - Date     Condition        Report By
 BC0378  HISTORY     - 1954     MONUMENTED       CGS
 BC0378
 BC0378                          STATION DESCRIPTION
 BC0378
 BC0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0378'2.7 MI N FROM MAXVILLE.
 BC0378'ABOUT 2.7 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0378'THE OVERPASS OF STATE HIGHWAY 228 OVER THE TRACKS AT MAXVILLE,
 BC0378'AT THE EAST EDGE OF A WOODED AREA AND AT WEST EDGE OF RAILWAY
 BC0378'R/W CLEARING, 97 FEET WEST OF MILE POST 657, 108 FEET WEST OF
 BC0378'WEST RAIL, ABOUT 198 YARDS NORTH OF BLOCK SIGNAL NO. 657.2,
 BC0378'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 BC0378'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BC0378'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1785 ***********************************************************************
 AR1785  DESIGNATION -  A 149
 AR1785  PID         -  AR1785
 AR1785  STATE/COUNTY-  FL/ALACHUA
 AR1785  USGS QUAD   -  ALACHUA (1993)
 AR1785
 AR1785                         *CURRENT SURVEY CONTROL
 AR1785  ___________________________________________________________________
 AR1785* NAD 83(1999)-  29 49 43.29355(N)    082 24 59.99894(W)     ADJUSTED  
 AR1785* NAVD 88     -        49.8    (meters)     163.     (feet)  VERTCON   
 AR1785  ___________________________________________________________________
 AR1785  X           -     730,805.526 (meters)                     COMP
 AR1785  Y           -  -5,489,312.308 (meters)                     COMP
 AR1785  Z           -   3,153,924.857 (meters)                     COMP
 AR1785  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AR1785  ELLIP HEIGHT-          21.63  (meters)          (06/12/02) GPS OBS
 AR1785  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1785
 AR1785  HORZ ORDER  -  SECOND
 AR1785  ELLP ORDER  -  FOURTH    CLASS I
 AR1785
 AR1785.The horizontal coordinates were established by GPS observations
 AR1785.and adjusted by the National Geodetic Survey in June 2002..
 AR1785
 AR1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1785
 AR1785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1785
 AR1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1785
 AR1785.The ellipsoidal height was determined by GPS observations
 AR1785.and is referenced to NAD 83.
 AR1785
 AR1785.The geoid height was determined by GEOID03.
 AR1785
 AR1785;                    North         East     Units Scale Factor Converg.
 AR1785;SPC FL N     -    93,697.932   801,339.364   MT  0.99996578   +1 02 48.9
 AR1785;SPC FL N     -   307,407.30  2,629,060.90   sFT  0.99996578   +1 02 48.9
 AR1785;UTM  17      - 3,300,645.158   363,124.647   MT  0.99983115   -0 42 17.2
 AR1785
 AR1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1785!SPC FL N     -   0.99999660  x   0.99996578  =   0.99996238
 AR1785!UTM  17      -   0.99999660  x   0.99983115  =   0.99982775
 AR1785
 AR1785                          SUPERSEDED SURVEY CONTROL
 AR1785
 AR1785  NAD 83(1990)-  29 49 43.29200(N)    082 24 59.99803(W) AD(       ) 2
 AR1785  ELLIP H (05/01/91)   21.70   (m)                       GP(       ) 4 1
 AR1785  NAD 83(1986)-  29 49 43.29977(N)    082 25 00.00196(W) AD(       ) 2
 AR1785  NGVD 29 (11/17/89)   50.0    (m)          164.     (f) GPS OBS        
 AR1785
 AR1785.Superseded values are not recommended for survey control.
 AR1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1785.See file dsdata.txt to determine how the superseded data were derived.
 AR1785
 AR1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6312500645(NAD 83)
 AR1785_MARKER: DD = SURVEY DISK
 AR1785_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1785_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1785_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1785+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1785
 AR1785  HISTORY     - Date     Condition        Report By
 AR1785  HISTORY     - 1988     MONUMENTED       PMC
 AR1785
 AR1785                          STATION DESCRIPTION
 AR1785
 AR1785'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1785'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI)
 AR1785'NORTH-NORTHWEST OF GAINESVILLE.
 AR1785'OWNERSHIP--PRIVATE.
 AR1785'
 AR1785'TO REACH THE STATION FROM THE INTERSECTION OF SR 121 AND ACR 235 AT
 AR1785'LA CROSSE, GO SOUTHWEST FOR 1.6 KM (1 MI) ON ACR 235 TO A DIRT ROAD
 AR1785'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.15 MI) ON DIRT ROAD TO A GATE,
 AR1785'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) FOLLOWING THE DIRT ROAD
 AR1785'TO THE STATION.  THE STATION IS AT THE INTERSECTION OF A EAST-WEST
 AR1785'AND A NORTH-SOUTH FENCE LINE, SOUTH 1.8 METERS (6 FT) OF THE
 AR1785'EAST-WEST FENCE LINE, AND WEST 2.4 METERS (8 FT) OF A NORTH-SOUTH
 AR1785'FENCE LINE.
 AR1785'
 AR1785'THE STATION IS A STANDARD AC GIS DISK
 AR1785'STAMPED---STATION A149---,
 AR1785'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1785'6.94 METERS (22.76 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1785'6.86 METERS (22.50 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1785'3.15 METERS (10.34 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1785'IN FENCE CORNER POST,
 AR1785'1.2 METERS (4 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1785'
 AR1785'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1785'STAMPED---AZIMUTH A150---,
 AR1785'SET INTO THE GROUND 33 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1785'8.52 METERS (27.95 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1785'IN A WOOD POST AT TELEPHONE BOX,
 AR1785'6.77 METERS (22.21 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1785'IN NORTHWEST E/P,
 AR1785'22.86 METERS (74.99 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1785'IN POWER POLE,
 AR1785'0.3 METERS (1 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1785'TO REACH THE AZIMUTH FROM THE STATION,
 AR1785'RETURN TO ACR 235 AND GO SOUTHWEST FOR 0.6 KM (0.4 MI) ON ACR 235
 AR1785'TO A YELLOW CONCRETE BLOCK RESIDENCE AND THE AZIMUTH MARK ON THE
 AR1785'RIGHT.  THE AZIMUTH MARK IS SOUTHWEST 14.3 METERS (47 FT) OF THE
 AR1785'DRIVEWAY, NORTHEAST 8.5 METERS (28 FT) OF A TELEPHONE PEDESTAL,
 AR1785'SOUTHWEST 22.9 METERS (75 FT) OF A SERVICE POLE, AND NORTHWEST
 AR1785'9.4 METERS (31 FT) OF THE CENTERLINE OF ACR 235.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1426 ***********************************************************************
 AR1426  DESIGNATION -  A 15
 AR1426  PID         -  AR1426
 AR1426  STATE/COUNTY-  FL/DIXIE
 AR1426  USGS QUAD   -  EAST PASS (1993)
 AR1426
 AR1426                         *CURRENT SURVEY CONTROL
 AR1426  ___________________________________________________________________
 AR1426* NAD 83(1986)-  29 20 58.     (N)    083 06 09.     (W)     SCALED    
 AR1426* NAVD 88     -         2.519  (meters)       8.26   (feet)  ADJUSTED  
 AR1426  ___________________________________________________________________
 AR1426  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AR1426  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 AR1426  MODELED GRAV-     979,258.8   (mgal)                       NAVD 88
 AR1426
 AR1426  VERT ORDER  -  SECOND    CLASS I
 AR1426
 AR1426.The horizontal coordinates were scaled from a topographic map and have
 AR1426.an estimated accuracy of +/- 6 seconds.
 AR1426
 AR1426.The orthometric height was determined by differential leveling
 AR1426.and adjusted by the National Geodetic Survey in May 2004..
 AR1426
 AR1426.The geoid height was determined by GEOID03.
 AR1426
 AR1426.The dynamic height is computed by dividing the NAVD 88
 AR1426.geopotential number by the normal gravity value computed on the
 AR1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1426.degrees latitude (g = 980.6199 gals.).
 AR1426
 AR1426.The modeled gravity was interpolated from observed gravity values.
 AR1426
 AR1426;                    North         East    Units  Estimated Accuracy
 AR1426;SPC FL N     -    39,570.      735,710.      MT  (+/- 180 meters Scaled)
 AR1426
 AR1426                          SUPERSEDED SURVEY CONTROL
 AR1426
 AR1426  NAVD 88 (06/15/91)    2.528  (m)            8.29   (f) UNKNOWN     2 1
 AR1426
 AR1426.Superseded values are not recommended for survey control.
 AR1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1426.See file dsdata.txt to determine how the superseded data were derived.
 AR1426
 AR1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN958485(NAD 83)
 AR1426_MARKER: DB = BENCH MARK DISK
 AR1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1426_SP_SET: CONCRETE POST
 AR1426_STAMPING: DNR A15
 AR1426_MARK LOGO: FLDNR 
 AR1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1426+STABILITY: SURFACE MOTION
 AR1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1426+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 AR1426
 AR1426  HISTORY     - Date     Condition        Report By
 AR1426  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1426  HISTORY     - 19940917 GOOD             USPSQD
 AR1426  HISTORY     - 20000509 GOOD             FLDEP
 AR1426
 AR1426                          STATION DESCRIPTION
 AR1426
 AR1426'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1426'18.9 MI SW FROM OLD TOWN.
 AR1426'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1426'HIGHWAY 19 AND STATE HIGHWAY SR349 PROCEED SOUTH ALONG SR349 ABOUT
 AR1426'18.9 MILES.ABOUT 47.4 FEET N65W FROM CENTERLINE OF SR369,ABOUT 110
 AR1426'FEET N30W FROM A POWER POLE. A 2.25 INCH DIAMETER BRASS DNR LAKES
 AR1426'BENCH MARK DISK WITH AN 18 INCH BY HALF INCH REBAR DRIVEN INTO
 AR1426'THE ADJACENT GROUND.
 AR1426
 AR1426                          STATION RECOVERY (1994)
 AR1426
 AR1426'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1426'RECOVERED IN GOOD CONDITION.
 AR1426
 AR1426                          STATION RECOVERY (2000)
 AR1426
 AR1426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1426'THE MARK IS ABOUT 20.0 MI (32.2 KM) SOUTHWEST OF OLD TOWN, ON COUNTY
 AR1426'ROAD 349 IN SECTION 16, TOWNSHIP 13 SOUTH, RANGE 12 EAST. TO REACH THE
 AR1426'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (U.S. HIGHWAY 27 AND 98)
 AR1426'AND COUNTY ROAD 349 IN OLD TOWN, GO SOUTHWEST ON COUNTY ROAD 349 FOR
 AR1426'20.05 MI (32.27 KM) TO THE JUNCTION OF A DIM TRACK ROAD ON THE LEFT
 AR1426'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AR1426'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 349. LOCATED 116.0 FT
 AR1426'(35.4 M) NORTH-NORTHWEST OF A POWER POLE WITH TWO GUY WIRES ATTACHED,
 AR1426'92.0 FT (28.0 M) NORTHEAST OF A RIGHT-OF-WAY MARKER, 47.4 FT (14.4 M)
 AR1426'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 349, 3.0 FT (0.9 M)
 AR1426'SOUTHEAST OF A BARBWIRE FENCE AND 1.0 FT (0.3 M) NORTHEAST OF A METAL
 AR1426'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1265 ***********************************************************************
 AG1265  DESIGNATION -  A 15
 AG1265  PID         -  AG1265
 AG1265  STATE/COUNTY-  FL/MANATEE
 AG1265  USGS QUAD   -  PARRISH (1987)
 AG1265
 AG1265                         *CURRENT SURVEY CONTROL
 AG1265  ___________________________________________________________________
 AG1265* NAD 83(1990)-  27 35 54.59518(N)    082 25 31.85821(W)     ADJUSTED  
 AG1265* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AG1265  ___________________________________________________________________
 AG1265  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AG1265  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG1265
 AG1265  HORZ ORDER  -  SECOND
 AG1265
 AG1265.The horizontal coordinates were established by classical geodetic methods
 AG1265.and adjusted by the National Geodetic Survey in May 1991..
 AG1265
 AG1265.The orthometric height was scaled from a topographic map.
 AG1265
 AG1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1265
 AG1265.The geoid height was determined by GEOID03.
 AG1265
 AG1265;                    North         East     Units Scale Factor Converg.
 AG1265;SPC FL W     -   361,791.005   157,993.578   MT  0.99996295   -0 11 49.7
 AG1265;SPC FL W     - 1,186,975.99    518,350.60   sFT  0.99996295   -0 11 49.7
 AG1265;UTM  17      - 3,053,538.195   359,315.249   MT  0.99984431   -0 39 37.8
 AG1265
 AG1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1265!SPC FL W     -   1.00000173  x   0.99996295  =   0.99996468
 AG1265!UTM  17      -   1.00000173  x   0.99984431  =   0.99984604
 AG1265
 AG1265:                Primary Azimuth Mark                     Grid Az
 AG1265:SPC FL W     -  B 15                                     036 10 21.9
 AG1265:UTM  17      -  B 15                                     036 38 10.0
 AG1265
 AG1265|---------------------------------------------------------------------|
 AG1265| PID    Reference Object                     Distance      Geod. Az  |
 AG1265|                                                           dddmmss.s |
 AG1265| AG1266 B 15                                APPROX. 3.6 KM 0355832.2 |
 AG1265| CW6881 A 15 RM 1                            11.632 METERS 24041     |
 AG1265| CW6882 A 15 RM 2                            11.305 METERS 33919     |
 AG1265|---------------------------------------------------------------------|
 AG1265
 AG1265                          SUPERSEDED SURVEY CONTROL
 AG1265
 AG1265  NAD 83(1986)-  27 35 54.59904(N)    082 25 31.87123(W) AD(       ) 2
 AG1265  NAD 27      -  27 35 53.47361(N)    082 25 32.53040(W) AD(       ) 2
 AG1265
 AG1265.Superseded values are not recommended for survey control.
 AG1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1265.See file dsdata.txt to determine how the superseded data were derived.
 AG1265
 AG1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5931553538(NAD 83)
 AG1265_MARKER: DD = SURVEY DISK
 AG1265_SETTING: 0 = UNSPECIFIED SETTING
 AG1265
 AG1265  HISTORY     - Date     Condition        Report By
 AG1265  HISTORY     - 1944     MONUMENTED       CGS
 AG1265
 AG1265                          STATION DESCRIPTION
 AG1265
 AG1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1265'STATION IS LOCATED 0.8 MILE N OF THE VILLAGE OF PARISH ON THE
 AG1265'LEFT SIDE OF U.S. HIGHWAY 41, OPPOSITE POLE 1100, 54.5 FEET SE
 AG1265'OF THE FENCE CORNER, AND 62.5 FEET NW OF THE CENTER LINE OF
 AG1265'THE HIGHWAY.  IT IS STAMPED A 15 1944 AND PROJECTS ABOUT 6 INCHES.
 AG1265'
 AG1265'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1265'THE TOP OF CONCRETE POSTS.
 AG1265'
 AG1265'REFERENCE MARK 1 IS E OF THE STATION, AND 20 FEET S OF THE
 AG1265'FENCE LINE.  IT IS STAMPED A 15 NO 1 1944 AND PROJECTS ABOUT
 AG1265'6 INCHES.
 AG1265'
 AG1265'REFERENCE MARK 2 IS N OF THE STATION, 22.5 FEET SE OF THE FENCE
 AG1265'LINE, AND 2.3 FEET S OF A 4-INCH SQUARE WHITE WOODEN POST PROJECTING
 AG1265'ABOUT 2.5 FEET.  IT IS STAMPED A 15 NO 2 1944 AND PROJECTS ABOUT
 AG1265'6 INCHES.
 AG1265'
 AG1265'THE AZIMUTH MARK FOR THIS STATION IS STATION B 15, WHICH IS
 AG1265'2.5 MILES NE ON U.S. HIGHWAY 41.
 AG1265'
 AG1265'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 AG1265'PARISH, GO N ON U.S. HIGHWAY 41 TO THE STATION ON THE LEFT AS
 AG1265'DESCRIBED.
 AG1265'
 AG1265'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7797 ***********************************************************************
 AG7797  DESIGNATION -  A 15 12 81
 AG7797  PID         -  AG7797
 AG7797  STATE/COUNTY-  FL/LEE
 AG7797  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7797
 AG7797                         *CURRENT SURVEY CONTROL
 AG7797  ___________________________________________________________________
 AG7797* NAD 83(1986)-  26 44 45.     (N)    082 15 47.     (W)     SCALED    
 AG7797* NAVD 88     -         1.977  (meters)       6.49   (feet)  ADJUSTED  
 AG7797  ___________________________________________________________________
 AG7797  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG7797  DYNAMIC HT  -           1.974 (meters)       6.48  (feet)  COMP
 AG7797  MODELED GRAV-     979,097.9   (mgal)                       NAVD 88
 AG7797
 AG7797  VERT ORDER  -  SECOND    CLASS I
 AG7797
 AG7797.The horizontal coordinates were scaled from a topographic map and have
 AG7797.an estimated accuracy of +/- 6 seconds.
 AG7797
 AG7797.The orthometric height was determined by differential leveling
 AG7797.and adjusted by the National Geodetic Survey in June 1991..
 AG7797
 AG7797.The geoid height was determined by GEOID03.
 AG7797
 AG7797.The dynamic height is computed by dividing the NAVD 88
 AG7797.geopotential number by the normal gravity value computed on the
 AG7797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7797.degrees latitude (g = 980.6199 gals.).
 AG7797
 AG7797.The modeled gravity was interpolated from observed gravity values.
 AG7797
 AG7797;                    North         East    Units  Estimated Accuracy
 AG7797;SPC FL W     -   267,270.      173,830.      MT  (+/- 180 meters Scaled)
 AG7797
 AG7797                          SUPERSEDED SURVEY CONTROL
 AG7797
 AG7797.No superseded survey control is available for this station.
 AG7797
 AG7797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK743589(NAD 83)
 AG7797_MARKER: DE = TRAVERSE STATION DISK
 AG7797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7797_SP_SET: CONCRETE POST
 AG7797_STAMPING: A15 12 81
 AG7797_MARK LOGO: FLDNR 
 AG7797_PROJECTION: RECESSED 13 CENTIMETERS
 AG7797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7797+STABILITY: SURFACE MOTION
 AG7797
 AG7797  HISTORY     - Date     Condition        Report By
 AG7797  HISTORY     - 1981     MONUMENTED       FLDT
 AG7797  HISTORY     - 1984     GOOD             FLDNR
 AG7797  HISTORY     - 1990     GOOD             USPSQD
 AG7797
 AG7797                          STATION DESCRIPTION
 AG7797
 AG7797'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7797'IN BOCA GRANDE.
 AG7797'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7797'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7797'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7797'JUNCTION OF GILCHRIST AVENUE, GO 0.4 MILE SOUTH ON GILCHRIST AVENUE
 AG7797'(BECOMES GULF BOULEVARD) TO THE MARK.  THE MARK BEARS 19.5 FEET
 AG7797'EAST-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF GILCHRIST
 AG7797'AVENUE, 20 FEET NORTH-NORTHEAST OF THE SOUTH END OF THE MEDIAN, 24.5
 AG7797'FEET WEST-NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AG7797'GILCHRIST AVENUE, 166 FEET SOUTHWEST OF THE JUNCTION OF 1ST STREET
 AG7797'WITH GILCHRIST AVENUE, AND 1 FOOT SOUTH OF A WITNESS POST.
 AG7797
 AG7797                          STATION RECOVERY (1990)
 AG7797
 AG7797'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1011 ***********************************************************************
 BD1011  DESIGNATION -  A 151
 BD1011  PID         -  BD1011
 BD1011  STATE/COUNTY-  FL/COLUMBIA
 BD1011  USGS QUAD   -  LAKE CITY WEST (1993)
 BD1011
 BD1011                         *CURRENT SURVEY CONTROL
 BD1011  ___________________________________________________________________
 BD1011* NAD 83(1986)-  30 11 47.     (N)    082 39 03.     (W)     SCALED    
 BD1011* NAVD 88     -        57.969  (meters)     190.19   (feet)  ADJUSTED  
 BD1011  ___________________________________________________________________
 BD1011  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BD1011  DYNAMIC HT  -          57.893 (meters)     189.94  (feet)  COMP
 BD1011  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 BD1011
 BD1011  VERT ORDER  -  FIRST     CLASS II
 BD1011
 BD1011.The horizontal coordinates were scaled from a topographic map and have
 BD1011.an estimated accuracy of +/- 6 seconds.
 BD1011
 BD1011.The orthometric height was determined by differential leveling
 BD1011.and adjusted by the National Geodetic Survey in June 1991..
 BD1011
 BD1011.The geoid height was determined by GEOID03.
 BD1011
 BD1011.The dynamic height is computed by dividing the NAVD 88
 BD1011.geopotential number by the normal gravity value computed on the
 BD1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1011.degrees latitude (g = 980.6199 gals.).
 BD1011
 BD1011.The modeled gravity was interpolated from observed gravity values.
 BD1011
 BD1011;                    North         East    Units  Estimated Accuracy
 BD1011;SPC FL N     -   134,060.      778,050.      MT  (+/- 180 meters Scaled)
 BD1011
 BD1011                          SUPERSEDED SURVEY CONTROL
 BD1011
 BD1011  NGVD 29 (??/??/92)   58.216  (m)          191.00   (f) ADJ UNCH    1 2
 BD1011
 BD1011.Superseded values are not recommended for survey control.
 BD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1011.See file dsdata.txt to determine how the superseded data were derived.
 BD1011
 BD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP410416(NAD 83)
 BD1011_MARKER: DB = BENCH MARK DISK
 BD1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1011_STAMPING: A 151 1954
 BD1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1011+STABILITY: SURFACE MOTION
 BD1011
 BD1011  HISTORY     - Date     Condition        Report By
 BD1011  HISTORY     - 1954     MONUMENTED       CGS
 BD1011  HISTORY     - 1971     GOOD             NGS
 BD1011
 BD1011                          STATION DESCRIPTION
 BD1011
 BD1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD1011'1 MI W FROM LAKE CITY.
 BD1011'0.95 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1011'STATION AT LAKE CITY, AT THE CROSSING OF STATE HIGHWAY 129 AND
 BD1011'SECONDARY ROAD NO. 250, 147 FEET WEST-SOUTHWEST AND ACROSS
 BD1011'HIGHWAY FROM MILE POST 694, 85 FEET SOUTHWEST OF CENTER OF
 BD1011'CROSSING OF HIGHWAY AND MAIN TRACK, 50 FEET SOUTH OF SOUTH
 BD1011'RAIL OF MAIN TRACK, 36 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK,
 BD1011'2 1/2 FEET SOUTHEAST OF NORTHEAST CORNER OF STEEL FENCE AROUND
 BD1011'STATE ROAD DEPARTMENT WAREHOUSE AND STORAGE YARD, 17 1/2 FEET
 BD1011'NORTH OF CENTER OF ENTRANCE DRIVE TO YARD, 10 1/2 FEET SOUTH
 BD1011'OF CENTER LINE OF A ROAD PARALLEL TO TRACK, 2 FEET SOUTH OF
 BD1011'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 BD1011'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BD1011
 BD1011                          STATION RECOVERY (1971)
 BD1011
 BD1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BD1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1786 ***********************************************************************
 AR1786  DESIGNATION -  A 151
 AR1786  PID         -  AR1786
 AR1786  STATE/COUNTY-  FL/ALACHUA
 AR1786  USGS QUAD   -  ALACHUA (1993)
 AR1786
 AR1786                         *CURRENT SURVEY CONTROL
 AR1786  ___________________________________________________________________
 AR1786* NAD 83(1999)-  29 52 26.19270(N)    082 24 42.60133(W)     ADJUSTED  
 AR1786* NAVD 88     -        38.6    (meters)     127.     (feet)  GPS OBS   
 AR1786  ___________________________________________________________________
 AR1786  X           -     730,937.572 (meters)                     COMP
 AR1786  Y           -  -5,486,766.354 (meters)                     COMP
 AR1786  Z           -   3,158,269.807 (meters)                     COMP
 AR1786  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AR1786  ELLIP HEIGHT-          10.62  (meters)          (05/31/01) GPS OBS
 AR1786  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AR1786
 AR1786  HORZ ORDER  -  FIRST
 AR1786  ELLP ORDER  -  FOURTH    CLASS I
 AR1786
 AR1786.The horizontal coordinates were established by GPS observations
 AR1786.and adjusted by the National Geodetic Survey in May 2001..
 AR1786
 AR1786.The orthometric height was determined by GPS observations and a
 AR1786.high-resolution geoid model.
 AR1786
 AR1786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1786
 AR1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1786
 AR1786.The ellipsoidal height was determined by GPS observations
 AR1786.and is referenced to NAD 83.
 AR1786
 AR1786.The geoid height was determined by GEOID03.
 AR1786
 AR1786;                    North         East     Units Scale Factor Converg.
 AR1786;SPC FL N     -    98,721.385   801,714.498   MT  0.99996146   +1 02 57.7
 AR1786;SPC FL N     -   323,888.41  2,630,291.65   sFT  0.99996146   +1 02 57.7
 AR1786;UTM  17      - 3,305,654.125   363,653.137   MT  0.99982937   -0 42 12.0
 AR1786
 AR1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1786!SPC FL N     -   0.99999833  x   0.99996146  =   0.99995979
 AR1786!UTM  17      -   0.99999833  x   0.99982937  =   0.99982770
 AR1786
 AR1786                          SUPERSEDED SURVEY CONTROL
 AR1786
 AR1786  NAD 83(1990)-  29 52 26.19118(N)    082 24 42.60086(W) AD(       ) 1
 AR1786  ELLIP H (03/20/98)   10.65   (m)                       GP(       ) 3 1
 AR1786  NAD 83(1990)-  29 52 26.19109(N)    082 24 42.59997(W) AD(       ) 2
 AR1786  ELLIP H (05/01/91)   10.70   (m)                       GP(       ) 4 1
 AR1786  NAD 83(1986)-  29 52 26.19885(N)    082 24 42.60379(W) AD(       ) 2
 AR1786  NGVD 29 (11/17/89)   39.0    (m)          128.     (f) GPS OBS        
 AR1786
 AR1786.Superseded values are not recommended for survey control.
 AR1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1786.See file dsdata.txt to determine how the superseded data were derived.
 AR1786
 AR1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6365305654(NAD 83)
 AR1786_MARKER: DD = SURVEY DISK
 AR1786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1786_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1786_STAMPING: STATION A151
 AR1786_MARK LOGO: FL-001
 AR1786_PROJECTION: FLUSH
 AR1786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1786+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AR1786_ROD/PIPE-DEPTH:  4.6 meters
 AR1786
 AR1786  HISTORY     - Date     Condition        Report By
 AR1786  HISTORY     - 1988     MONUMENTED       PMC
 AR1786  HISTORY     - 19970502 GOOD             DCJOHN
 AR1786
 AR1786                          STATION DESCRIPTION
 AR1786
 AR1786'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1786'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 AR1786'NORTH-NORTHWEST OF GAINESVILLE.
 AR1786'OWNERSHIP--SR 121 R/W.
 AR1786'
 AR1786'TO REACH THE STATION FROM THE INTERSECTION OF SR 121 AND ACR 235 IN
 AR1786'LA CROSSE, GO NORTH FOR 3.1 KM (1.9 MI) ON SR 121 TO NW 12A ON THE
 AR1786'RIGHT,
 AR1786'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.5 KM (0.3 MI) ON SR 121
 AR1786'TO THE STATION ON THE RIGHT.  THE STATION IS EAST
 AR1786'19.5 METERS (64 FT) OF THE CENTERLINE, NORTH 37.2 METERS (122 FT)
 AR1786'OF A POWER POLE, WEST 9.8 METERS (32 FT) OF A FENCE LINE, AND
 AR1786'NORTH 51.2 METERS (168 FT) OF A DRIVE LEADING TO FIELDS, AND SITS
 AR1786'UNDER A POWER LINE.
 AR1786'
 AR1786'THE STATION IS A STANDARD AC GIS DISK
 AR1786'STAMPED---STATION A151---,
 AR1786'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1786'15.88 METERS (52.09 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1786'IN NORTHEAST E/P,
 AR1786'16.29 METERS (53.45 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1786'SET,
 AR1786'9.24 METERS (30.32 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET
 AR1786'NEAR FENCE CORNER,
 AR1786'36.95 METERS (121.21 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1786'SET IN POWER POLE,
 AR1786'1.2 METERS (4 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1786'
 AR1786'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1786'STAMPED---AZIMUTH A152---,
 AR1786'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1786'14.31 METERS (46.95 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1786'IN E/P,
 AR1786'8.18 METERS (26.83 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET
 AR1786'NEAR FENCE CORNER,
 AR1786'1.81 METERS (5.95 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1786'IN POWER POLE,
 AR1786'0.3 METERS (1 FT) SOUTHWEST FROM A CARSONITE WITNESS POST SET.
 AR1786'TO REACH THE AZIMUTH FROM THE STATION,
 AR1786'GO SOUTH FOR 0.7 KM (0.45 MI) ON SR 121 TO THE AZIMUTH ON THE EAST.
 AR1786'THE AZIMUTH MARK IS EAST 17.7 METERS (58 FT) OF THE CENTERLINE,
 AR1786'WEST 0.6 METERS (2 FT) OF A FENCE LINE, NORTH 1.5 METERS (5 FT) OF
 AR1786'A POWER POLE, SOUTH 4.6 METERS (15 FT) OF A DRIVEWAY LEADING TO A
 AR1786'BRICK HOUSE, NORTHWEST 1.5 METERS ( 5 FT) OF A POWER POLE.
 AR1786
 AR1786                          STATION RECOVERY (1997)
 AR1786
 AR1786'RECOVERY NOTE BY DC JOHNSON ASSOC 1997 (CHX)
 AR1786'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTH-NORTHWEST OF
 AR1786'GAINESVILLE.--  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AR1786'ROAD 121 AND ALACHUA COUNTY ROAD 235 IN LA CROSSE, GO NORTH FOR 1.9 MI
 AR1786'(3.1 KM) ON STATE ROAD 121 TO NW 12A ON THE RIGHT, CONTINUE STRAIGHT
 AR1786'AHEAD AND GO NORTH FOR 0.3 MI (0.5 KM) ON STATE ROAD 121 TO THE
 AR1786'STATION ON THE RIGHT, AN ALUMINUM ALACHUA COUNTY GIS DISC SET IN THE
 AR1786'TOP OF AN ALUMINUM ROD ENCASED IN A 6-INCH PVC SLEEVE FLUSH WITH THE
 AR1786'GROUND. THE STATION IS 64 FT (19.5 M) NORTHEAST OF THE CENTERLINE OF
 AR1786'ALACHUA COUNTY ROAD 235, 32.4 FT (9.9 M) SOUTHWEST OF A HOGWIRE FENCE,
 AR1786'168 FT (51.2 M) NORTH OF A PRIVATE DRIVE AND 4 FT (1.2 M) SOUTHWEST OF
 AR1786'A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB3765) ,
 AR1786'FOUND IN THE NORTHEAST EDGE OF PAVEMENT, SOUTHWEST AT 52.09 FT (15.88
 AR1786'M) -  PVC UNDERGROUND CABLE MARKER, NORTH 30 DEGREES WEST AT 10.7 FT
 AR1786'(3.3 M) -  NAIL AND DISC (LB3765) , FOUND IN A POWER POLE, SOUTH 27
 AR1786'DEGREES EAST AT 121.21 FT (36.94 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0750 ***********************************************************************
 BD0750  DESIGNATION -  A 152
 BD0750  PID         -  BD0750
 BD0750  STATE/COUNTY-  FL/SUWANNEE
 BD0750  USGS QUAD   -  LIVE OAK WEST (1993)
 BD0750
 BD0750                         *CURRENT SURVEY CONTROL
 BD0750  ___________________________________________________________________
 BD0750* NAD 83(1986)-  30 21 00.     (N)    083 06 15.     (W)     SCALED    
 BD0750* NAVD 88     -        25.763  (meters)      84.52   (feet)  ADJUSTED  
 BD0750  ___________________________________________________________________
 BD0750  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD0750  DYNAMIC HT  -          25.730 (meters)      84.42  (feet)  COMP
 BD0750  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BD0750
 BD0750  VERT ORDER  -  FIRST     CLASS II
 BD0750
 BD0750.The horizontal coordinates were scaled from a topographic map and have
 BD0750.an estimated accuracy of +/- 6 seconds.
 BD0750
 BD0750.The orthometric height was determined by differential leveling
 BD0750.and adjusted by the National Geodetic Survey in June 1991..
 BD0750
 BD0750.The geoid height was determined by GEOID03.
 BD0750
 BD0750.The dynamic height is computed by dividing the NAVD 88
 BD0750.geopotential number by the normal gravity value computed on the
 BD0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0750.degrees latitude (g = 980.6199 gals.).
 BD0750
 BD0750.The modeled gravity was interpolated from observed gravity values.
 BD0750
 BD0750;                    North         East    Units  Estimated Accuracy
 BD0750;SPC FL N     -   150,470.      734,190.      MT  (+/- 180 meters Scaled)
 BD0750
 BD0750                          SUPERSEDED SURVEY CONTROL
 BD0750
 BD0750  NGVD 29 (??/??/92)   25.985  (m)           85.25   (f) ADJ UNCH    1 2
 BD0750
 BD0750.Superseded values are not recommended for survey control.
 BD0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0750.See file dsdata.txt to determine how the superseded data were derived.
 BD0750
 BD0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP977594(NAD 83)
 BD0750_MARKER: DB = BENCH MARK DISK
 BD0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD0750_SP_SET: CULVERT
 BD0750_STAMPING: A 152 1954
 BD0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0750
 BD0750  HISTORY     - Date     Condition        Report By
 BD0750  HISTORY     - 1954     MONUMENTED       CGS
 BD0750
 BD0750                          STATION DESCRIPTION
 BD0750
 BD0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD0750'8.2 MI NW FROM LIVE OAK.
 BD0750'ABOUT 8.25 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 BD0750'FROM THE STATION AT LIVE OAK, ABOUT 0.45 MILE NORTHWEST OF MILE
 BD0750'POST 723, ABOUT 1.7 MILES SOUTHEAST OF BLACK TOP ROAD CROSSING
 BD0750'AT FALMOUTH, 292 YARDS SOUTHEAST OF A ROAD CROSSING, IN THE
 BD0750'TOP OF THE CENTER OF THE NORTHEAST HEAD WALL OF A 3-FOOT
 BD0750'CONCRETE CULVERT UNDER U.S. HIGHWAY 90, 26 1/2 FEET NORTHEAST
 BD0750'OF CENTER LINE OF HIGHWAY 90, 105 1/2 FEET SOUTHWEST OF SOUTHWEST
 BD0750'RAIL, 9 FEET SOUTHEAST OF TELEPHONE POLE NO. 299 AND ABOUT 1 FOOT
 BD0750'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0641 ***********************************************************************
 BD0641  DESIGNATION -  A 153
 BD0641  PID         -  BD0641
 BD0641  STATE/COUNTY-  FL/MADISON
 BD0641  USGS QUAD   -  LEE (1993)
 BD0641
 BD0641                         *CURRENT SURVEY CONTROL
 BD0641  ___________________________________________________________________
 BD0641* NAD 83(1986)-  30 24 54.     (N)    083 17 00.     (W)     SCALED    
 BD0641* NAVD 88     -        27.436  (meters)      90.01   (feet)  ADJUSTED  
 BD0641  ___________________________________________________________________
 BD0641  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BD0641  DYNAMIC HT  -          27.400 (meters)      89.89  (feet)  COMP
 BD0641  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 BD0641
 BD0641  VERT ORDER  -  FIRST     CLASS II
 BD0641
 BD0641.The horizontal coordinates were scaled from a topographic map and have
 BD0641.an estimated accuracy of +/- 6 seconds.
 BD0641
 BD0641.The orthometric height was determined by differential leveling
 BD0641.and adjusted by the National Geodetic Survey in June 1991..
 BD0641
 BD0641.The geoid height was determined by GEOID03.
 BD0641
 BD0641.The dynamic height is computed by dividing the NAVD 88
 BD0641.geopotential number by the normal gravity value computed on the
 BD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0641.degrees latitude (g = 980.6199 gals.).
 BD0641
 BD0641.The modeled gravity was interpolated from observed gravity values.
 BD0641
 BD0641;                    North         East    Units  Estimated Accuracy
 BD0641;SPC FL N     -   157,470.      716,890.      MT  (+/- 180 meters Scaled)
 BD0641
 BD0641                          SUPERSEDED SURVEY CONTROL
 BD0641
 BD0641  NGVD 29 (??/??/92)   27.655  (m)           90.73   (f) ADJ UNCH    1 2
 BD0641
 BD0641.Superseded values are not recommended for survey control.
 BD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0641.See file dsdata.txt to determine how the superseded data were derived.
 BD0641
 BD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP806669(NAD 83)
 BD0641_MARKER: DD = SURVEY DISK
 BD0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0641_STAMPING: A 153 LAN 34 1954 90
 BD0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0641+STABILITY: SURFACE MOTION
 BD0641
 BD0641  HISTORY     - Date     Condition        Report By
 BD0641  HISTORY     - UNK      MONUMENTED       USGS
 BD0641  HISTORY     - 1954     GOOD             NGS
 BD0641
 BD0641                          STATION DESCRIPTION
 BD0641
 BD0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0641'8.4 MI SE FROM MADISON.
 BD0641'ABOUT 8.45 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 BD0641'FROM THE STATION AT MADISON, ABOUT 1.0 MILE EAST OF THE STATION
 BD0641'AND CROSSING OF STATE HIGHWAY 255 AT LEE, ABOUT 0.25 MILE WEST OF
 BD0641'MILE POST 735, 179 FEET NORTH AND ACROSS U.S. HIGHWAY 90 FROM THE
 BD0641'NORTH RAIL, 99 FEET NORTH OF CENTER LINE OF HIGHWAY 90, 106
 BD0641'FEET NORTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND A ROAD SOUTH,
 BD0641'104 FEET NORTHWEST OF TELEPHONE POLE NO. 734, 61 FEET EAST OF
 BD0641'POWER POLE NO. B 620, 95 FEET EAST OF A FENCE LINE AT A POINT
 BD0641'WHERE HIGHWAY R/W NARROWS TO THE WEST, 1 1/2 FEET WEST OF A
 BD0641'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK
 BD0641'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1787 ***********************************************************************
 AR1787  DESIGNATION -  A 153
 AR1787  PID         -  AR1787
 AR1787  STATE/COUNTY-  FL/ALACHUA
 AR1787  USGS QUAD   -  ALACHUA (1993)
 AR1787
 AR1787                         *CURRENT SURVEY CONTROL
 AR1787  ___________________________________________________________________
 AR1787* NAD 83(1999)-  29 49 51.74844(N)    082 27 45.32075(W)     ADJUSTED  
 AR1787* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 AR1787  ___________________________________________________________________
 AR1787  X           -     726,388.067 (meters)                     COMP
 AR1787  Y           -  -5,489,763.830 (meters)                     COMP
 AR1787  Z           -   3,154,148.345 (meters)                     COMP
 AR1787  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AR1787  ELLIP HEIGHT-          16.89  (meters)          (06/12/02) GPS OBS
 AR1787  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AR1787
 AR1787  HORZ ORDER  -  SECOND
 AR1787  ELLP ORDER  -  FOURTH    CLASS I
 AR1787
 AR1787.The horizontal coordinates were established by GPS observations
 AR1787.and adjusted by the National Geodetic Survey in June 2002..
 AR1787
 AR1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1787
 AR1787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1787
 AR1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1787
 AR1787.The ellipsoidal height was determined by GPS observations
 AR1787.and is referenced to NAD 83.
 AR1787
 AR1787.The geoid height was determined by GEOID03.
 AR1787
 AR1787;                    North         East     Units Scale Factor Converg.
 AR1787;SPC FL N     -    93,878.019   796,897.086   MT  0.99996554   +1 01 25.9
 AR1787;SPC FL N     -   307,998.13  2,614,486.52   sFT  0.99996554   +1 01 25.9
 AR1787;UTM  17      - 3,300,960.908   358,690.512   MT  0.99984637   -0 43 39.6
 AR1787
 AR1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1787!SPC FL N     -   0.99999735  x   0.99996554  =   0.99996289
 AR1787!UTM  17      -   0.99999735  x   0.99984637  =   0.99984372
 AR1787
 AR1787                          SUPERSEDED SURVEY CONTROL
 AR1787
 AR1787  NAD 83(1990)-  29 49 51.74691(N)    082 27 45.31992(W) AD(       ) 2
 AR1787  ELLIP H (05/01/91)   16.96   (m)                       GP(       ) 4 1
 AR1787  NAD 83(1986)-  29 49 51.75463(N)    082 27 45.32388(W) AD(       ) 2
 AR1787  NGVD 29 (11/17/89)   45.3    (m)          149.     (f) GPS OBS        
 AR1787
 AR1787.Superseded values are not recommended for survey control.
 AR1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1787.See file dsdata.txt to determine how the superseded data were derived.
 AR1787
 AR1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5869100961(NAD 83)
 AR1787_MARKER: DD = SURVEY DISK
 AR1787_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1787_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1787_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1787+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1787
 AR1787  HISTORY     - Date     Condition        Report By
 AR1787  HISTORY     - 1988     MONUMENTED       PMC
 AR1787
 AR1787                          STATION DESCRIPTION
 AR1787
 AR1787'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1787'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI)
 AR1787'NORTH-NORTHWEST OF THE CITY OF GAINESVILLE.
 AR1787'OWNERSHIP--ACR 239 R/W.
 AR1787'
 AR1787'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND ACR
 AR1787'241/235 IN ALACHUA, GO NORTH FOR 0.8 KM (0.5 MI) ON ACR 241/235
 AR1787'TO THE WYE IN THE ROAD. BEAR RIGHT AT THE WYE FOLLOWING ACR 235 FOR
 AR1787'2.4 KM (1.5 MI) TO ACR 239,
 AR1787'TURN LEFT AND GO NORTHWEST FOR 2.9 KM (1.8 MI) ON ACR 239 TO THE
 AR1787'STATION ON THE LEFT.  THE STATION IS LOCATED AT THE APPROX. POINT
 AR1787'OF TANGENCY OF THE CURVE, WEST 13.1 METERS (43 FT) OF CENTERLINE,
 AR1787'NORTH 43.9 METERS (144 FT) OF A DRIVE LEADING INTO FIELDS, AND
 AR1787'SOUTH 22.6 METERS (74 FT) OF A DRIVE LEADING TO A YELLOW SINGLE-
 AR1787'WIDE MOBILE HOME.
 AR1787'
 AR1787'THE STATION IS A STANDARD AC GIS DISK
 AR1787'STAMPED---STATION A153---,
 AR1787'SET INTO THE GROUND 13 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1787'17.52 METERS (57.49 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1787'SET,
 AR1787'17.01 METERS (55.79 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1787'SET,
 AR1787'33.32 METERS (109.30 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1787'SET IN POWER POLE,
 AR1787'35.84 METERS (117.59 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1787'SET IN POWER POLE,
 AR1787'0.9 METERS (3.0 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1787'
 AR1787'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1787'STAMPED---AZIMUTH A154---,
 AR1787'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1787'23.67 METERS (77.67 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET
 AR1787'IN POWER POLE,
 AR1787'19.89 METERS (65.25 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1787'IN APPROX. CENTERLINE OF ACR 239,
 AR1787'12.42 METERS (40.73 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1787'4 IN BLACK CHERRY,
 AR1787'1.1 METERS (3.5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1787'TO REACH THE AZIMUTH FROM THE STATION,
 AR1787'GO NORTHEAST FOR 487.7 METERS (1600 FT) ON ACR 239 TO THE AZIMUTH IN
 AR1787'THE CURVE.  THE AZIMUTH MARK IS EAST 19.8 METERS (65 FT) OF
 AR1787'CENTERLINE, SOUTH 23.8 METERS (78 FT) OF A POWER POLE, AND SOUTH
 AR1787'15.5 METERS (51 FT) OF A DRIVE LEADING INTO A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0058 ***********************************************************************
 BD0058  DESIGNATION -  A 154
 BD0058  PID         -  BD0058
 BD0058  STATE/COUNTY-  FL/JEFFERSON
 BD0058  USGS QUAD   -  MONTICELLO (1993)
 BD0058
 BD0058                         *CURRENT SURVEY CONTROL
 BD0058  ___________________________________________________________________
 BD0058* NAD 83(1986)-  30 31 31.     (N)    083 52 19.     (W)     SCALED    
 BD0058* NAVD 88     -        64.015  (meters)     210.02   (feet)  ADJUSTED  
 BD0058  ___________________________________________________________________
 BD0058  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BD0058  DYNAMIC HT  -          63.932 (meters)     209.75  (feet)  COMP
 BD0058  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BD0058
 BD0058  VERT ORDER  -  FIRST     CLASS II
 BD0058
 BD0058.The horizontal coordinates were scaled from a topographic map and have
 BD0058.an estimated accuracy of +/- 6 seconds.
 BD0058
 BD0058.The orthometric height was determined by differential leveling
 BD0058.and adjusted by the National Geodetic Survey in June 1991..
 BD0058
 BD0058.The geoid height was determined by GEOID03.
 BD0058
 BD0058.The dynamic height is computed by dividing the NAVD 88
 BD0058.geopotential number by the normal gravity value computed on the
 BD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0058.degrees latitude (g = 980.6199 gals.).
 BD0058
 BD0058.The modeled gravity was interpolated from observed gravity values.
 BD0058
 BD0058;                    North         East    Units  Estimated Accuracy
 BD0058;SPC FL N     -   169,240.      660,280.      MT  (+/- 180 meters Scaled)
 BD0058
 BD0058                          SUPERSEDED SURVEY CONTROL
 BD0058
 BD0058  NGVD 29 (??/??/92)   64.227  (m)          210.72   (f) ADJ UNCH    1 2
 BD0058
 BD0058.Superseded values are not recommended for survey control.
 BD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0058.See file dsdata.txt to determine how the superseded data were derived.
 BD0058
 BD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP244805(NAD 83)
 BD0058_MARKER: DB = BENCH MARK DISK
 BD0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0058_STAMPING: A 154 1954
 BD0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0058+STABILITY: SURFACE MOTION
 BD0058
 BD0058  HISTORY     - Date     Condition        Report By
 BD0058  HISTORY     - 1954     MONUMENTED       CGS
 BD0058
 BD0058                          STATION DESCRIPTION
 BD0058
 BD0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD0058'1.4 MI S FROM MONTICELLO.
 BD0058'ABOUT 1.45 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURT
 BD0058'HOUSE AT MONTICELLO, ABOUT 2.1 MILES NORTH ALONG HIGHWAY 19 FROM
 BD0058'THE SEABOARD AIR LINE RAILWAY STATION AT DRIFTON, AT MONTICELLO
 BD0058'AIRPORT, 51 FEET WEST OF CENTER LINE OF HIGHWAY, 52 FEET
 BD0058'WEST-NORTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND SAND ROAD
 BD0058'WEST TO AIRPORT, 61 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 BD0058'A TENANT HOUSE, 40 1/2 FEET NORTH-NORTHWEST AND ACROSS ENTRANCE
 BD0058'ROAD FROM POWER POLE NO. I XX 238 R, 19 FEET NORTH OF CENTER
 BD0058'LINE OF ENTRANCE ROAD, 4 1/2 FEET SOUTHEAST OF A LONE 6-INCH
 BD0058'WILD CHERRY TREE, 4 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN
 BD0058'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE
 BD0058'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1067 ***********************************************************************
 BE1067  DESIGNATION -  A 155
 BE1067  PID         -  BE1067
 BE1067  STATE/COUNTY-  FL/JEFFERSON
 BE1067  USGS QUAD   -  LLOYD (1982)
 BE1067
 BE1067                         *CURRENT SURVEY CONTROL
 BE1067  ___________________________________________________________________
 BE1067* NAD 83(1986)-  30 28 31.     (N)    084 02 04.     (W)     SCALED    
 BE1067* NAVD 88     -        22.250  (meters)      73.00   (feet)  ADJUSTED  
 BE1067  ___________________________________________________________________
 BE1067  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE1067  DYNAMIC HT  -          22.221 (meters)      72.90  (feet)  COMP
 BE1067  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 BE1067
 BE1067  VERT ORDER  -  FIRST     CLASS II
 BE1067
 BE1067.The horizontal coordinates were scaled from a topographic map and have
 BE1067.an estimated accuracy of +/- 6 seconds.
 BE1067
 BE1067.The orthometric height was determined by differential leveling
 BE1067.and adjusted by the National Geodetic Survey in June 1991..
 BE1067
 BE1067.The geoid height was determined by GEOID03.
 BE1067
 BE1067.The dynamic height is computed by dividing the NAVD 88
 BE1067.geopotential number by the normal gravity value computed on the
 BE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1067.degrees latitude (g = 980.6199 gals.).
 BE1067
 BE1067.The modeled gravity was interpolated from observed gravity values.
 BE1067
 BE1067;                    North         East    Units  Estimated Accuracy
 BE1067;SPC FL N     -   163,620.      644,700.      MT  (+/- 180 meters Scaled)
 BE1067
 BE1067                          SUPERSEDED SURVEY CONTROL
 BE1067
 BE1067  NGVD 29 (??/??/92)   22.467  (m)           73.71   (f) ADJ UNCH    1 2
 BE1067
 BE1067.Superseded values are not recommended for survey control.
 BE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1067.See file dsdata.txt to determine how the superseded data were derived.
 BE1067
 BE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU847751(NAD 83)
 BE1067_MARKER: DB = BENCH MARK DISK
 BE1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1067_STAMPING: A 155 1954
 BE1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1067+STABILITY: SURFACE MOTION
 BE1067
 BE1067  HISTORY     - Date     Condition        Report By
 BE1067  HISTORY     - 1954     MONUMENTED       CGS
 BE1067
 BE1067                          STATION DESCRIPTION
 BE1067
 BE1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BE1067'0.8 MI W FROM LLOYD.
 BE1067'ABOUT 0.8 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BE1067'THE STATION AT LLOYD, ABOUT 0.3 MILE WEST OF A TRESTLE, 38 FEET
 BE1067'NORTHEAST OF MILE POST 782, 43 FEET NORTH OF NORTH RAIL, 1 FOOT
 BE1067'SOUTH OF A FENCE LINE, 154 1/2 FEET WEST OF A SWITCH STAND AT
 BE1067'WEST END OF A SIDING, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 BE1067'ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 BE1067'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1788 ***********************************************************************
 AR1788  DESIGNATION -  A 155
 AR1788  PID         -  AR1788
 AR1788  STATE/COUNTY-  FL/ALACHUA
 AR1788  USGS QUAD   -  ALACHUA (1993)
 AR1788
 AR1788                         *CURRENT SURVEY CONTROL
 AR1788  ___________________________________________________________________
 AR1788* NAD 83(1999)-  29 52 21.11772(N)    082 27 04.83222(W)     ADJUSTED  
 AR1788* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 AR1788  ___________________________________________________________________
 AR1788  X           -     727,165.348 (meters)                     COMP
 AR1788  Y           -  -5,487,354.913 (meters)                     COMP
 AR1788  Z           -   3,158,139.333 (meters)                     COMP
 AR1788  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AR1788  ELLIP HEIGHT-          20.72  (meters)          (06/12/02) GPS OBS
 AR1788  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AR1788
 AR1788  HORZ ORDER  -  SECOND
 AR1788  ELLP ORDER  -  FOURTH    CLASS I
 AR1788
 AR1788.The horizontal coordinates were established by GPS observations
 AR1788.and adjusted by the National Geodetic Survey in June 2002..
 AR1788
 AR1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1788
 AR1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1788
 AR1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1788
 AR1788.The ellipsoidal height was determined by GPS observations
 AR1788.and is referenced to NAD 83.
 AR1788
 AR1788.The geoid height was determined by GEOID03.
 AR1788
 AR1788;                    North         East     Units Scale Factor Converg.
 AR1788;SPC FL N     -    98,495.912   797,901.236   MT  0.99996158   +1 01 46.2
 AR1788;SPC FL N     -   323,148.67  2,617,780.97   sFT  0.99996158   +1 01 46.2
 AR1788;UTM  17      - 3,305,545.395   359,835.243   MT  0.99984240   -0 43 22.8
 AR1788
 AR1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1788!SPC FL N     -   0.99999675  x   0.99996158  =   0.99995833
 AR1788!UTM  17      -   0.99999675  x   0.99984240  =   0.99983915
 AR1788
 AR1788                          SUPERSEDED SURVEY CONTROL
 AR1788
 AR1788  NAD 83(1990)-  29 52 21.11615(N)    082 27 04.83116(W) AD(       ) 2
 AR1788  ELLIP H (05/01/91)   20.79   (m)                       GP(       ) 4 1
 AR1788  NAD 83(1986)-  29 52 21.12380(N)    082 27 04.83474(W) AD(       ) 2
 AR1788  NGVD 29 (11/17/89)   49.1    (m)          161.     (f) GPS OBS        
 AR1788
 AR1788.Superseded values are not recommended for survey control.
 AR1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1788.See file dsdata.txt to determine how the superseded data were derived.
 AR1788
 AR1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5983505545(NAD 83)
 AR1788_MARKER: DD = SURVEY DISK
 AR1788_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1788_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1788_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1788+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1788
 AR1788  HISTORY     - Date     Condition        Report By
 AR1788  HISTORY     - 1988     MONUMENTED       PMC
 AR1788
 AR1788                          STATION DESCRIPTION
 AR1788
 AR1788'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1788'THE STATION IS LOCATED ABOUT 26.7 KM (16.6 MI)
 AR1788'NORTH-NORTHWEST OF GAINESVILLE.
 AR1788'OWNERSHIP--ACR 239 R/W.
 AR1788'
 AR1788'TO REACH THE STATION FROM THE INTERSECTION OF ACR 236 AND ACR 239,  GO
 AR1788'SOUTH FOR 0.8 KM (0.5 MI) ON ACR 239 TO THE STATION ON THE LEFT.
 AR1788'THE STATION IS EAST 14.9 METERS (49 FT) OF CENTERLINE, SOUTH
 AR1788'19.2 METERS (63 FT) OF A POWER POLE, SOUTH 15.9 METERS (52 FT) OF A
 AR1788'TELEPHONE PEDESTAL NO. 259, SOUTH 47.2 METERS (155 FT) OF A
 AR1788'CULVERT, AND WEST OF LONG CATFISH POND.
 AR1788'
 AR1788'THE STATION IS A STANDARD AC GIS DISK
 AR1788'STAMPED---STATION A155---,
 AR1788'SET INTO THE GROUND 15 FT TO REFUSAL (6  IN PVC SLEEVE)
 AR1788'19.13 METERS (62.76 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1788'POWER POLE,
 AR1788'5.61 METERS (18.40 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1788'A FENCE POST,
 AR1788'16.61 METERS (54.48 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1788'IN APPROX. CENTERLINE OF ACR 239,
 AR1788'16.49 METERS (54.11 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1788'IN APPROX. CENTERLINE OF ACR 239,
 AR1788'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1788'
 AR1788'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1788'STAMPED---AZIMUTH A156---,
 AR1788'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1788'13.91 METERS (45.64 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1788'APPROX. CENTERLINE OF ACR 239,
 AR1788'18.14 METERS (59.50 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1788'8 IN PINE,
 AR1788'6.12 METERS (20.09 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1788'IN 5 IN PINE,
 AR1788'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1788'TO REACH THE AZIMUTH FROM THE STATION,
 AR1788'GO SOUTH FOR 0.6 KM (0.4 MI) ON ACR 239 TO THE AZIMUTH MARK ON EAST
 AR1788'SIDE OF THE ROAD.  THE AZIMUTH MARK IS EAST 13.7 METERS (45 FT) OF
 AR1788'CENTERLINE, SOUTH 41.7 METERS (137 FT) OF A CULVERT, NORTH
 AR1788'18.3 METERS (60 FT) OF A WOODS TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0907 ***********************************************************************
 BG0907  DESIGNATION -  A 156
 BG0907  PID         -  BG0907
 BG0907  STATE/COUNTY-  FL/OKALOOSA
 BG0907  USGS QUAD   -  HAROLD SE (1976)
 BG0907
 BG0907                         *CURRENT SURVEY CONTROL
 BG0907  ___________________________________________________________________
 BG0907* NAD 83(1986)-  30 33 35.     (N)    086 45 42.     (W)     SCALED    
 BG0907* NAVD 88     -        58.650  (meters)     192.42   (feet)  ADJUSTED  
 BG0907  ___________________________________________________________________
 BG0907  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0907  DYNAMIC HT  -          58.575 (meters)     192.17  (feet)  COMP
 BG0907  MODELED GRAV-     979,359.2   (mgal)                       NAVD 88
 BG0907
 BG0907  VERT ORDER  -  SECOND    CLASS 0
 BG0907
 BG0907.The horizontal coordinates were scaled from a topographic map and have
 BG0907.an estimated accuracy of +/- 6 seconds.
 BG0907
 BG0907.The orthometric height was determined by differential leveling
 BG0907.and adjusted by the National Geodetic Survey in June 1991..
 BG0907
 BG0907.The geoid height was determined by GEOID03.
 BG0907
 BG0907.The dynamic height is computed by dividing the NAVD 88
 BG0907.geopotential number by the normal gravity value computed on the
 BG0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0907.degrees latitude (g = 980.6199 gals.).
 BG0907
 BG0907.The modeled gravity was interpolated from observed gravity values.
 BG0907
 BG0907;                    North         East    Units  Estimated Accuracy
 BG0907;SPC FL N     -   175,050.      383,040.      MT  (+/- 180 meters Scaled)
 BG0907
 BG0907                          SUPERSEDED SURVEY CONTROL
 BG0907
 BG0907  NGVD 29 (??/??/92)   58.762  (m)          192.79   (f) ADJ UNCH    2 0
 BG0907
 BG0907.Superseded values are not recommended for survey control.
 BG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0907.See file dsdata.txt to determine how the superseded data were derived.
 BG0907
 BG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU228808(NAD 83)
 BG0907_MARKER: DB = BENCH MARK DISK
 BG0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0907_STAMPING: A 156
 BG0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0907+STABILITY: SURFACE MOTION
 BG0907
 BG0907  HISTORY     - Date     Condition        Report By
 BG0907  HISTORY     - 1954     MONUMENTED       CGS
 BG0907  HISTORY     - 1954     GOOD             NGS
 BG0907
 BG0907                          STATION DESCRIPTION
 BG0907
 BG0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BG0907'13 MI NW FROM FORT WALTON.
 BG0907'LOCATED ABOUT 13 MILES NORTHWEST OF FORT WALTON, AND ABOUT 0.45
 BG0907'MILE NORTH OF METTS FIRE TOWER.  IT IS 52 FEET WEST OF THE
 BG0907'APPROXIMATE CENTERLINE OF RANGE ROAD NO. 253, 53 FEET EAST OF A
 BG0907'SAND ROAD, 1 FOOT SOUTHEAST OF A WITNESS POST, AND 6 INCHES ABOVE
 BG0907'THE LEVEL OF THE ROAD.  THE MARK IS A BRONZE DISK SET IN A
 BG0907'SQUARE CONCRETE MONUMENT, PROJECTS 6 INCHES AND THE DISK IS
 BG0907'STAMPED A 156 1954.  TO REACH FROM METTS LOOKOUT TOWER GO
 BG0907'NORTHWESTERLY ON RANGE ROAD NO. 253 FOR 0.45 MILE TO T ROAD LEFT
 BG0907'AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0989 ***********************************************************************
 BE0989  DESIGNATION -  A 157
 BE0989  PID         -  BE0989
 BE0989  STATE/COUNTY-  FL/LEON
 BE0989  USGS QUAD   -  TALLAHASSEE (1976)
 BE0989
 BE0989                         *CURRENT SURVEY CONTROL
 BE0989  ___________________________________________________________________
 BE0989* NAD 83(1986)-  30 26 37.     (N)    084 18 24.     (W)     SCALED    
 BE0989* NAVD 88     -        21.282  (meters)      69.82   (feet)  ADJUSTED  
 BE0989  ___________________________________________________________________
 BE0989  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE0989  DYNAMIC HT  -          21.254 (meters)      69.73  (feet)  COMP
 BE0989  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BE0989
 BE0989  VERT ORDER  -  FIRST     CLASS I
 BE0989
 BE0989.The horizontal coordinates were scaled from a topographic map and have
 BE0989.an estimated accuracy of +/- 6 seconds.
 BE0989
 BE0989.The orthometric height was determined by differential leveling
 BE0989.and adjusted by the National Geodetic Survey in June 1991..
 BE0989
 BE0989.The geoid height was determined by GEOID03.
 BE0989
 BE0989.The dynamic height is computed by dividing the NAVD 88
 BE0989.geopotential number by the normal gravity value computed on the
 BE0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0989.degrees latitude (g = 980.6199 gals.).
 BE0989
 BE0989.The modeled gravity was interpolated from observed gravity values.
 BE0989
 BE0989;                    North         East    Units  Estimated Accuracy
 BE0989;SPC FL N     -   160,040.      618,570.      MT  (+/- 180 meters Scaled)
 BE0989
 BE0989                          SUPERSEDED SURVEY CONTROL
 BE0989
 BE0989  NGVD 29 (??/??/92)   21.481  (m)           70.48   (f) ADJ UNCH    1 1
 BE0989
 BE0989.Superseded values are not recommended for survey control.
 BE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0989.See file dsdata.txt to determine how the superseded data were derived.
 BE0989
 BE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU586710(NAD 83)
 BE0989_MARKER: DB = BENCH MARK DISK
 BE0989_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE0989_SP_SET: 56 FEET
 BE0989_STAMPING: A 157 1957
 BE0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0989
 BE0989  HISTORY     - Date     Condition        Report By
 BE0989  HISTORY     - 1957     MONUMENTED       CGS
 BE0989  HISTORY     - 1958     GOOD             NGS
 BE0989  HISTORY     - 1973     GOOD             NGS
 BE0989
 BE0989                          STATION DESCRIPTION
 BE0989
 BE0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0989'AT TALLAHASSEE.
 BE0989'ABOUT 1.2 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BE0989'FROM THE STATION AT TALLAHASSEE, THENCE 0.1 MILE NORTH ALONG
 BE0989'BLACKTOP ROAD, AT THE SOUTHWEST CORNER OF AN ELEMENTARY SCHOOL
 BE0989'PLAYGROUND ADJACENT TO THE FLORIDA STATE UNIVERSITY, 52 FEET
 BE0989'EAST OF THE CENTER LINE OF THE ROAD, 38 FEET NORTHEAST OF POWER
 BE0989'POLE NUMBER S TQ 604, 2 1/2 FEET SOUTH OF STEEL FENCE CORNER,
 BE0989'1 FOOT SOUTHWEST OF WIRE FENCE, 2 1/2 FEET BELOW THE LEVEL OF
 BE0989'THE ROAD, A DISK ON TOP OF A COPPER-COATED STEEL ROD FLUSH WITH
 BE0989'THE GROUND AND PROTECTED BY A 6-INCH TILE PROJECTING 6 INCHES,
 BE0989'THE ROD WAS DRIVEN TO REFUSAL AT 56 FEET.
 BE0989
 BE0989                          STATION RECOVERY (1973)
 BE0989
 BE0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1789 ***********************************************************************
 AR1789  DESIGNATION -  A 157
 AR1789  PID         -  AR1789
 AR1789  STATE/COUNTY-  FL/ALACHUA
 AR1789  USGS QUAD   -  WORTHINGTON SPRINGS (1966)
 AR1789
 AR1789                         *CURRENT SURVEY CONTROL
 AR1789  ___________________________________________________________________
 AR1789* NAD 83(1999)-  29 54 59.93168(N)    082 27 36.42938(W)     ADJUSTED  
 AR1789* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 AR1789  ___________________________________________________________________
 AR1789  X           -     726,003.183 (meters)                     COMP
 AR1789  Y           -  -5,485,036.799 (meters)                     COMP
 AR1789  Z           -   3,162,371.184 (meters)                     COMP
 AR1789  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AR1789  ELLIP HEIGHT-           5.34  (meters)          (06/12/02) GPS OBS
 AR1789  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AR1789
 AR1789  HORZ ORDER  -  SECOND
 AR1789  ELLP ORDER  -  FOURTH    CLASS I
 AR1789
 AR1789.The horizontal coordinates were established by GPS observations
 AR1789.and adjusted by the National Geodetic Survey in June 2002..
 AR1789
 AR1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1789
 AR1789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1789
 AR1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1789
 AR1789.The ellipsoidal height was determined by GPS observations
 AR1789.and is referenced to NAD 83.
 AR1789
 AR1789.The geoid height was determined by GEOID03.
 AR1789
 AR1789;                    North         East     Units Scale Factor Converg.
 AR1789;SPC FL N     -   103,369.907   796,965.983   MT  0.99995794   +1 01 30.3
 AR1789;SPC FL N     -   339,139.44  2,614,712.56   sFT  0.99995794   +1 01 30.3
 AR1789;UTM  17      - 3,310,445.150   359,049.614   MT  0.99984512   -0 43 42.0
 AR1789
 AR1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1789!SPC FL N     -   0.99999916  x   0.99995794  =   0.99995710
 AR1789!UTM  17      -   0.99999916  x   0.99984512  =   0.99984428
 AR1789
 AR1789                          SUPERSEDED SURVEY CONTROL
 AR1789
 AR1789  NAD 83(1990)-  29 54 59.93009(N)    082 27 36.42832(W) AD(       ) 2
 AR1789  ELLIP H (05/01/91)    5.42   (m)                       GP(       ) 4 1
 AR1789  NAD 83(1986)-  29 54 59.93776(N)    082 27 36.43189(W) AD(       ) 2
 AR1789  NGVD 29 (11/17/89)   33.8    (m)          111.     (f) GPS OBS        
 AR1789
 AR1789.Superseded values are not recommended for survey control.
 AR1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1789.See file dsdata.txt to determine how the superseded data were derived.
 AR1789
 AR1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5905010445(NAD 83)
 AR1789_MARKER: DD = SURVEY DISK
 AR1789_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1789_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1789_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1789+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1789
 AR1789  HISTORY     - Date     Condition        Report By
 AR1789  HISTORY     - 1988     MONUMENTED       PMC
 AR1789
 AR1789                          STATION DESCRIPTION
 AR1789
 AR1789'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1789'THE STATION IS LOCATED ABOUT 31.7 KM (19.7 MI)
 AR1789'NORTH-NORTHWEST OF GAINESVILLE.
 AR1789'OWNERSHIP--PRIVATE.
 AR1789'
 AR1789'TO REACH THE STATION FROM THE INTERSECTION OF ACR 241 AND ACR 236,
 AR1789'GO EAST FOR 1.4 KM (0.9 MI) ON ACR 236 TO ACR NW 23, TURN LEFT AND GO
 AR1789'NORTH FOR 3.2 KM (2 MI) ON NW 23 TO NW 6B AND THE ENTRANCE TO
 AR1789'SANTA FE RIVER RANCH, ENTER THE RANCH AND CONTINUE NORTH FOR
 AR1789'1.5 KM (0.95 MI) ON ROAD TO A DIRT LANE HEADING EAST, GO EAST FOR
 AR1789'0.8 KM (0.5 MI) ON DIRT LANE THEN SOUTH 152.4 METERS (500 FT) TO A
 AR1789'GATE AT THE WOODS LINE, FOLLOW THE SOUTH TRAIL FOR 0.5 KM (0.3 MI)
 AR1789'THROUGH THE WOODS TO A OPEN FIELD, CONTINUE STRAIGHT AHEAD AND GO
 AR1789'SOUTHEAST 0.5 KM (0.3 MI) TO THE STATION AT THE TOP OF A HILL.
 AR1789'THE STATION IS SOUTHWEST 43.9 METERS (144 FT) FROM THE SW
 AR1789'CORNER OF A POLE BARN, NORTH 6.7 METERS (22 FT) OF A 10 IN CHERRY,
 AR1789'SOUTH 2.7 METERS (9 FT) OF AN EAST-WEST FENCE LINE, AND WEST
 AR1789'0.6 METERS (2 FT) OF A NORTH-SOUTH FENCE LINE.
 AR1789'
 AR1789'THE STATION IS A STANDARD AC GIS DISK
 AR1789'STAMPED---STATION A157---,
 AR1789'SET INTO THE GROOUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1789'37.84 METERS (124.16 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1789'SET IN A 36 IN OAK,
 AR1789'6.70 METERS (21.99 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1789'IN 10 IN CHERRY,
 AR1789'54.76 METERS (179.66 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1789'SET IN POWER POLE,
 AR1789'6.65 METERS (21.81 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1789'0.5 METERS (1.5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1789'
 AR1789'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1789'STAMPED---AZIMUTH A158---,
 AR1789'SET INTO THE GROUND 14 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1789'35.49 METERS (116.45 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1789'24 IN PINE,
 AR1789'11.63 METERS (38.16 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1789'3-10 IN CLUSTER OAKS,
 AR1789'17.95 METERS (58.90 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1789'IN 24 IN PINE,
 AR1789'0.5 METERS (1.5 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1789'TO REACH THE AZIMUTH FROM THE STATION,
 AR1789'GO SOUTHEAST FOR 457.2 METERS (1500 FT) ON THE FIELD TO THE AZIMUTH.
 AR1789'THE AZIMUTH MARK IS SOUTH 49.1 METERS (161 FT) OF A 40 IN OAK,
 AR1789'NORTH 0.3 METERS (1 FT) OF AN EAST-WEST FENCE LINE
 AR1789'SOUTHWEST 18.3 METERS (60 FT) OF A 24 IN PINE, AND IT IS ON A
 AR1789'PROJECTED SOUTH LINE FROM AN OLD WOOD STRUCTURE ON THE SOUTH SIDE
 AR1789'OF A POND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0002 ***********************************************************************
 BG0002  DESIGNATION -  A 158
 BG0002  PID         -  BG0002
 BG0002  STATE/COUNTY-  FL/ESCAMBIA
 BG0002  USGS QUAD   -  CENTURY (1978)
 BG0002
 BG0002                         *CURRENT SURVEY CONTROL
 BG0002  ___________________________________________________________________
 BG0002* NAD 83(1986)-  30 59 03.     (N)    087 15 18.     (W)     SCALED    
 BG0002* NAVD 88     -        24.574  (meters)      80.62   (feet)  ADJUSTED  
 BG0002  ___________________________________________________________________
 BG0002  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BG0002  DYNAMIC HT  -          24.543 (meters)      80.52  (feet)  COMP
 BG0002  MODELED GRAV-     979,382.3   (mgal)                       NAVD 88
 BG0002
 BG0002  VERT ORDER  -  FIRST     CLASS II
 BG0002
 BG0002.The horizontal coordinates were scaled from a topographic map and have
 BG0002.an estimated accuracy of +/- 6 seconds.
 BG0002
 BG0002.The orthometric height was determined by differential leveling
 BG0002.and adjusted by the National Geodetic Survey in June 1991..
 BG0002
 BG0002.The geoid height was determined by GEOID03.
 BG0002
 BG0002.The dynamic height is computed by dividing the NAVD 88
 BG0002.geopotential number by the normal gravity value computed on the
 BG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0002.degrees latitude (g = 980.6199 gals.).
 BG0002
 BG0002.The modeled gravity was interpolated from observed gravity values.
 BG0002
 BG0002;                    North         East    Units  Estimated Accuracy
 BG0002;SPC FL N     -   223,130.      336,860.      MT  (+/- 180 meters Scaled)
 BG0002
 BG0002                          SUPERSEDED SURVEY CONTROL
 BG0002
 BG0002  NGVD 29 (??/??/92)   24.568  (m)           80.60   (f) ADJ UNCH    1 2
 BG0002
 BG0002.Superseded values are not recommended for survey control.
 BG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0002.See file dsdata.txt to determine how the superseded data were derived.
 BG0002
 BG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV756278(NAD 83)
 BG0002_MARKER: DB = BENCH MARK DISK
 BG0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0002_STAMPING: A 158 1955
 BG0002_MARK LOGO: CGS   
 BG0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0002+STABILITY: SURFACE MOTION
 BG0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG0002+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1995
 BG0002
 BG0002  HISTORY     - Date     Condition        Report By
 BG0002  HISTORY     - 1955     MONUMENTED       CGS
 BG0002  HISTORY     - 1965     GOOD             NGS
 BG0002  HISTORY     - 19950113 GOOD             BDE
 BG0002
 BG0002                          STATION DESCRIPTION
 BG0002
 BG0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG0002'1 MI S FROM FLOMATON.
 BG0002'ABOUT 1.0 MILES S ALONG LOUISVILLE AND NASHVILLE R.R FROM THE
 BG0002'STATION AT FLOMATON, 61 FEET E AND ACROSS TRACK FROM NO. 608
 BG0002'R.R. MILEPOST, AN ESTIMATED 0.2 MILE IN MAGNETIC BEARING S 78 DEG
 BG0002'E OF S. FLOMATON, FLA., WATER TANK, ABOUT 115 YARDS E OF NO.
 BG0002'29 U. S. HWY., 54 FEET W OF CENTER OF A FOUR-FOOT OAK, 38 FEET
 BG0002'N OF CENTER LINE OF MC CURDY ST., 47 FEET E OF E RAIL, 0.1
 BG0002'FOOT HIGHER THAN TOP OF SAME, 4 FEET N OF A FENCE CORNER,
 BG0002'AND PROJECTING 0.1 FOOT ABOVE GROUND.
 BG0002
 BG0002                          STATION RECOVERY (1995)
 BG0002
 BG0002'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (JBH)
 BG0002'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0089 ***********************************************************************
 BE0089  DESIGNATION -  A 159
 BE0089  PID         -  BE0089
 BE0089  STATE/COUNTY-  FL/HOLMES
 BE0089  USGS QUAD   -  PONCE DE LEON (1994)
 BE0089
 BE0089                         *CURRENT SURVEY CONTROL
 BE0089  ___________________________________________________________________
 BE0089* NAD 83(1986)-  30 43 53.     (N)    085 55 32.     (W)     SCALED    
 BE0089* NAVD 88     -        25.303  (meters)      83.01   (feet)  ADJUSTED  
 BE0089  ___________________________________________________________________
 BE0089  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE0089  DYNAMIC HT  -          25.270 (meters)      82.91  (feet)  COMP
 BE0089  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BE0089
 BE0089  VERT ORDER  -  FIRST     CLASS II
 BE0089
 BE0089.The horizontal coordinates were scaled from a topographic map and have
 BE0089.an estimated accuracy of +/- 6 seconds.
 BE0089
 BE0089.The orthometric height was determined by differential leveling
 BE0089.and adjusted by the National Geodetic Survey in June 1991..
 BE0089
 BE0089.The geoid height was determined by GEOID03.
 BE0089
 BE0089.The dynamic height is computed by dividing the NAVD 88
 BE0089.geopotential number by the normal gravity value computed on the
 BE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0089.degrees latitude (g = 980.6199 gals.).
 BE0089
 BE0089.The modeled gravity was interpolated from observed gravity values.
 BE0089
 BE0089;                    North         East    Units  Estimated Accuracy
 BE0089;SPC FL N     -   192,780.      463,480.      MT  (+/- 180 meters Scaled)
 BE0089
 BE0089                          SUPERSEDED SURVEY CONTROL
 BE0089
 BE0089  NGVD 29 (??/??/92)   25.408  (m)           83.36   (f) ADJ UNCH    1 2
 BE0089
 BE0089.Superseded values are not recommended for survey control.
 BE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0089.See file dsdata.txt to determine how the superseded data were derived.
 BE0089
 BE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV028003(NAD 83)
 BE0089_MARKER: DB = BENCH MARK DISK
 BE0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE0089_SP_SET: PIER
 BE0089_STAMPING: A 159 1955
 BE0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0089
 BE0089  HISTORY     - Date     Condition        Report By
 BE0089  HISTORY     - 1955     MONUMENTED       CGS
 BE0089  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0089  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0089
 BE0089                          STATION DESCRIPTION
 BE0089
 BE0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BE0089'1 MI NE FROM PONCE DE LEON.
 BE0089'ABOUT 1.0 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BE0089'RAILROAD FROM THE STATION AT PONCE DE LEON, AT THE OVERPASS
 BE0089'OF U.S. HIGHWAY 90 OVER THE TRACKS, SET VERTICALLY IN THE
 BE0089'SOUTHEAST FACE OF THE CENTER LEG OF THE FIRST PIER NORTHWEST OF
 BE0089'TRACK, 12 FEET NORTHWEST OF NORTHWEST RAIL, 2 FEET ABOVE GROUND
 BE0089'AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 BE0089
 BE0089                          STATION RECOVERY (2001)
 BE0089
 BE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0089'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0089
 BE0089                          STATION RECOVERY (2001)
 BE0089
 BE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0089'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1790 ***********************************************************************
 AR1790  DESIGNATION -  A 159
 AR1790  PID         -  AR1790
 AR1790  STATE/COUNTY-  FL/ALACHUA
 AR1790  USGS QUAD   -  MIKESVILLE (1993)
 AR1790
 AR1790                         *CURRENT SURVEY CONTROL
 AR1790  ___________________________________________________________________
 AR1790* NAD 83(1999)-  29 54 57.69154(N)    082 30 18.16990(W)     ADJUSTED  
 AR1790* NAVD 88     -        42.3    (meters)     139.     (feet)  VERTCON   
 AR1790  ___________________________________________________________________
 AR1790  X           -     721,707.398 (meters)                     COMP
 AR1790  Y           -  -5,485,646.020 (meters)                     COMP
 AR1790  Z           -   3,162,315.755 (meters)                     COMP
 AR1790  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AR1790  ELLIP HEIGHT-          14.08  (meters)          (06/12/02) GPS OBS
 AR1790  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AR1790
 AR1790  HORZ ORDER  -  SECOND
 AR1790  ELLP ORDER  -  FOURTH    CLASS I
 AR1790
 AR1790.The horizontal coordinates were established by GPS observations
 AR1790.and adjusted by the National Geodetic Survey in June 2002..
 AR1790
 AR1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1790
 AR1790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1790
 AR1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1790
 AR1790.The ellipsoidal height was determined by GPS observations
 AR1790.and is referenced to NAD 83.
 AR1790
 AR1790.The geoid height was determined by GEOID03.
 AR1790
 AR1790;                    North         East     Units Scale Factor Converg.
 AR1790;SPC FL N     -   103,224.182   792,629.505   MT  0.99995799   +1 00 09.1
 AR1790;SPC FL N     -   338,661.34  2,600,485.30   sFT  0.99995799   +1 00 09.1
 AR1790;UTM  17      - 3,310,432.177   354,711.165   MT  0.99986044   -0 45 02.7
 AR1790
 AR1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1790!SPC FL N     -   0.99999779  x   0.99995799  =   0.99995578
 AR1790!UTM  17      -   0.99999779  x   0.99986044  =   0.99985823
 AR1790
 AR1790                          SUPERSEDED SURVEY CONTROL
 AR1790
 AR1790  NAD 83(1990)-  29 54 57.68994(N)    082 30 18.16886(W) AD(       ) 2
 AR1790  ELLIP H (05/01/91)   14.15   (m)                       GP(       ) 4 1
 AR1790  NAD 83(1986)-  29 54 57.69753(N)    082 30 18.17223(W) AD(       ) 2
 AR1790  NGVD 29 (11/17/89)   42.5    (m)          139.     (f) GPS OBS        
 AR1790
 AR1790.Superseded values are not recommended for survey control.
 AR1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1790.See file dsdata.txt to determine how the superseded data were derived.
 AR1790
 AR1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5471110432(NAD 83)
 AR1790_MARKER: DD = SURVEY DISK
 AR1790_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1790_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1790_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1790+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1790
 AR1790  HISTORY     - Date     Condition        Report By
 AR1790  HISTORY     - 1988     MONUMENTED       PMC
 AR1790
 AR1790                          STATION DESCRIPTION
 AR1790
 AR1790'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1790'THE STATION IS LOCATED ABOUT 33.5 KM (20.8 MI)
 AR1790'NORTHWEST OF GAINESVILLE.
 AR1790'OWNERSHIP--ACR 241 R/W.
 AR1790'
 AR1790'TO REACH THE STATION FROM THE INTERSECTION OF ACR 236 AND ACR 241,  GO
 AR1790'NORTH FOR 3.4 KM (2.1 MI) ON ACR 241 TO NW 6B,
 AR1790'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.8 KM (0.5 MI) ON ACR 241
 AR1790'TO THE STATION ON THE LEFT.  THE STATION IS WEST 14.9 METERS
 AR1790'(49 FT) OF ACR 241, SOUTHEAST 107 METERS (351 FT) OF A POWER POLE,
 AR1790'NORTHWEST 52.1 METERS (171 FT) OF A POWER POLE, AND IS SET UNDER A
 AR1790'POWER LINE.
 AR1790'
 AR1790'THE STATION IS A STANDARD AC GIS DISK
 AR1790'STAMPED---STATION A159---,
 AR1790'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1790'52.15 METERS (171.10 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1790'POWER POLE,
 AR1790'14.30 METERS (46.93 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1790'11.68 METERS (38.32 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1790'14.73 METERS (48.33 FT) WEST FROM A NAIL AND CAP (NO 3765) SET,
 AR1790'0.8 METERS (2.7 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1790'
 AR1790'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1790'STAMPED---AZIMUTH A160---,
 AR1790'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1790'8.00 METERS (26.25 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1790'IN 10 IN OAK,
 AR1790'27.48 METERS (90.15 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1790'POWER POLE,
 AR1790'14.36 METERS (47.10 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1790'CENTERLINE OF PAVEMENT,
 AR1790'0.5 METERS (1.5 FT) WEST FROM A CARSONITE WITNESS POST.
 AR1790'TO REACH THE AZIMUTH FROM THE STATION,
 AR1790'GO NORTH FOR 0.6 KM (0.4 MI) ON ACR 241 TO THE AZIMUTH.  THE AZIMUTH
 AR1790'MARK IS SOUTH 32.9 METERS (108 FT) OF A DRIVE LEADING TO A MOBILE
 AR1790'HOME, SOUTH 27.4 METERS (90 FT) OF A POWER POLE, AND WEST
 AR1790'14.9 METERS (48 FT) OF CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2846 ***********************************************************************
 AD2846  DESIGNATION -  A 16
 AD2846  PID         -  AD2846
 AD2846  STATE/COUNTY-  FL/PALM BEACH
 AD2846  USGS QUAD   -  PALM BEACH (1983)
 AD2846
 AD2846                         *CURRENT SURVEY CONTROL
 AD2846  ___________________________________________________________________
 AD2846* NAD 83(1986)-  26 41 03.     (N)    080 02 05.     (W)     SCALED    
 AD2846* NAVD 88     -         5.458  (meters)      17.91   (feet)  ADJUSTED  
 AD2846  ___________________________________________________________________
 AD2846  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AD2846  DYNAMIC HT  -           5.449 (meters)      17.88  (feet)  COMP
 AD2846  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 AD2846
 AD2846  VERT ORDER  -  SECOND    CLASS 0
 AD2846
 AD2846.The horizontal coordinates were scaled from a topographic map and have
 AD2846.an estimated accuracy of +/- 6 seconds.
 AD2846
 AD2846.The orthometric height was determined by differential leveling
 AD2846.and adjusted by the National Geodetic Survey in June 1991..
 AD2846
 AD2846.The geoid height was determined by GEOID03.
 AD2846
 AD2846.The dynamic height is computed by dividing the NAVD 88
 AD2846.geopotential number by the normal gravity value computed on the
 AD2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2846.degrees latitude (g = 980.6199 gals.).
 AD2846
 AD2846.The modeled gravity was interpolated from observed gravity values.
 AD2846
 AD2846;                    North         East    Units  Estimated Accuracy
 AD2846;SPC FL E     -   260,780.      296,070.      MT  (+/- 180 meters Scaled)
 AD2846
 AD2846                          SUPERSEDED SURVEY CONTROL
 AD2846
 AD2846  NGVD 29 (??/??/92)    5.921  (m)           19.43   (f) ADJ UNCH    2 0
 AD2846
 AD2846.Superseded values are not recommended for survey control.
 AD2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2846.See file dsdata.txt to determine how the superseded data were derived.
 AD2846
 AD2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK960518(NAD 83)
 AD2846_MARKER: DD = SURVEY DISK
 AD2846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2846_SP_SET: CURB
 AD2846_STAMPING: BM A 16 1946
 AD2846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2846
 AD2846  HISTORY     - Date     Condition        Report By
 AD2846  HISTORY     - 1946     MONUMENTED       DOD
 AD2846  HISTORY     - 1970     GOOD             NGS
 AD2846  HISTORY     - 1973     GOOD             NGS
 AD2846  HISTORY     - 1983     GOOD             USPSQD
 AD2846  HISTORY     - 19940531 MARK NOT FOUND   USPSQD
 AD2846  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 AD2846  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 AD2846  HISTORY     - 20050502 MARK NOT FOUND   USPSQD
 AD2846
 AD2846                          STATION DESCRIPTION
 AD2846
 AD2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2846'AT PALM BEACH.
 AD2846'AT PALM BEACH, ABOUT 1.5 MILES SOUTH ALONG SOUTH OCEAN BLVD FROM
 AD2846'THE JUNCTION OF ROYAL PALM WAY, AT THE JUNCTION OF CLARENDON
 AD2846'AVENUE, SET IN THE TOP OF THE WEST CURB OF SOUTH OCEAN BLVD,
 AD2846'NEAR THE EAST END OF THE SOUTH CLARENDON AVENUE SIDEWALK, 13 FEET
 AD2846'SOUTH OF THE SOUTH CURB OF CLARENDON AVENUE AND ABOUT LEVEL WITH
 AD2846'THE CENTER OF THE BLVD.
 AD2846
 AD2846                          STATION RECOVERY (1973)
 AD2846
 AD2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2846'RECOVERED IN GOOD CONDITION.
 AD2846
 AD2846                          STATION RECOVERY (1983)
 AD2846
 AD2846'RECOVERY NOTE BY US POWER SQUADRON 1983
 AD2846'RECOVERED IN GOOD CONDITION.
 AD2846
 AD2846                          STATION RECOVERY (1994)
 AD2846
 AD2846'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2846'MARK NOT FOUND.
 AD2846
 AD2846                          STATION RECOVERY (2003)
 AD2846
 AD2846'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2846'NO LONGER A CURB AT LOCATION.
 AD2846
 AD2846                          STATION RECOVERY (2004)
 AD2846
 AD2846'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2846'MARK NOT FOUND.
 AD2846
 AD2846                          STATION RECOVERY (2005)
 AD2846
 AD2846'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0136 ***********************************************************************
 AK0136  DESIGNATION -  A 16
 AK0136  PID         -  AK0136
 AK0136  STATE/COUNTY-  FL/VOLUSIA
 AK0136  USGS QUAD   -  SANFORD (1988)
 AK0136
 AK0136                         *CURRENT SURVEY CONTROL
 AK0136  ___________________________________________________________________
 AK0136* NAD 83(1986)-  28 52 10.     (N)    081 20 00.     (W)     SCALED    
 AK0136* NAVD 88     -         9.889  (meters)      32.44   (feet)  ADJUSTED  
 AK0136  ___________________________________________________________________
 AK0136  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AK0136  DYNAMIC HT  -           9.876 (meters)      32.40  (feet)  COMP
 AK0136  MODELED GRAV-     979,247.7   (mgal)                       NAVD 88
 AK0136
 AK0136  VERT ORDER  -  FIRST     CLASS II
 AK0136
 AK0136.The horizontal coordinates were scaled from a topographic map and have
 AK0136.an estimated accuracy of +/- 6 seconds.
 AK0136
 AK0136.The orthometric height was determined by differential leveling
 AK0136.and adjusted by the National Geodetic Survey in June 1991..
 AK0136
 AK0136.The geoid height was determined by GEOID03.
 AK0136
 AK0136.The dynamic height is computed by dividing the NAVD 88
 AK0136.geopotential number by the normal gravity value computed on the
 AK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0136.degrees latitude (g = 980.6199 gals.).
 AK0136
 AK0136.The modeled gravity was interpolated from observed gravity values.
 AK0136
 AK0136;                    North         East    Units  Estimated Accuracy
 AK0136;SPC FL E     -   502,610.      167,480.      MT  (+/- 180 meters Scaled)
 AK0136
 AK0136                          SUPERSEDED SURVEY CONTROL
 AK0136
 AK0136  NGVD 29 (??/??/92)   10.225  (m)           33.55   (f) ADJ UNCH    1 2
 AK0136
 AK0136.Superseded values are not recommended for survey control.
 AK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0136.See file dsdata.txt to determine how the superseded data were derived.
 AK0136
 AK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM674935(NAD 83)
 AK0136_MARKER: DB = BENCH MARK DISK
 AK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0136+STABILITY: SURFACE MOTION
 AK0136
 AK0136  HISTORY     - Date     Condition        Report By
 AK0136  HISTORY     - 1933     MONUMENTED       CGS
 AK0136  HISTORY     - 1960     GOOD             NGS
 AK0136  HISTORY     - 1960     MARK NOT FOUND   NGS
 AK0136
 AK0136                          STATION DESCRIPTION
 AK0136
 AK0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AK0136'0.5 MI N FROM BENSON JUNCTION.
 AK0136'0.5 MILE NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AK0136'STATION AT BENSON JUNCTION, VOLUSIA COUNTY, 0.3 MILE NORTH OF
 AK0136'MILEPOST J 118, 4 POLES NORTH OF A SWITCH FROM THE DRILL TRACK
 AK0136'TO THE YARD TRACKS, 780 FEET SOUTH OF THE POINT OF CURVATURE OF
 AK0136'A CURVE, 34.1 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND MAIN
 AK0136'TRACK, 19.1 FEET EAST OF THE EAST RAIL OF THE DRILL TRACK, AND
 AK0136'6 FEET NORTHEAST OF POLE 4.  A STANDARD DISK, STAMPED 33.547 A 16
 AK0136'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 AK0136'ABOVE GROUND.
 AK0136
 AK0136                          STATION RECOVERY (1960)
 AK0136
 AK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AK0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1427 ***********************************************************************
 AR1427  DESIGNATION -  A 16 FLDNR
 AR1427  PID         -  AR1427
 AR1427  STATE/COUNTY-  FL/DIXIE
 AR1427  USGS QUAD   -  EAST PASS (1993)
 AR1427
 AR1427                         *CURRENT SURVEY CONTROL
 AR1427  ___________________________________________________________________
 AR1427* NAD 83(1986)-  29 20 46.     (N)    083 07 01.     (W)     SCALED    
 AR1427* NAVD 88     -         1.547  (meters)       5.08   (feet)  ADJUSTED  
 AR1427  ___________________________________________________________________
 AR1427  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AR1427  DYNAMIC HT  -           1.545 (meters)       5.07  (feet)  COMP
 AR1427  MODELED GRAV-     979,257.6   (mgal)                       NAVD 88
 AR1427
 AR1427  VERT ORDER  -  SECOND    CLASS I
 AR1427
 AR1427.The horizontal coordinates were scaled from a topographic map and have
 AR1427.an estimated accuracy of +/- 6 seconds.
 AR1427
 AR1427.The orthometric height was determined by differential leveling
 AR1427.and adjusted by the National Geodetic Survey in June 1991..
 AR1427
 AR1427.The geoid height was determined by GEOID03.
 AR1427
 AR1427.The dynamic height is computed by dividing the NAVD 88
 AR1427.geopotential number by the normal gravity value computed on the
 AR1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1427.degrees latitude (g = 980.6199 gals.).
 AR1427
 AR1427.The modeled gravity was interpolated from observed gravity values.
 AR1427
 AR1427;                    North         East    Units  Estimated Accuracy
 AR1427;SPC FL N     -    39,180.      734,320.      MT  (+/- 180 meters Scaled)
 AR1427
 AR1427                          SUPERSEDED SURVEY CONTROL
 AR1427
 AR1427.No superseded survey control is available for this station.
 AR1427
 AR1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN944481(NAD 83)
 AR1427_MARKER: DB = BENCH MARK DISK
 AR1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1427_SP_SET: CONCRETE POST
 AR1427_STAMPING: DNR A16
 AR1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1427+STABILITY: SURFACE MOTION
 AR1427
 AR1427  HISTORY     - Date     Condition        Report By
 AR1427  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1427  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1427
 AR1427                          STATION DESCRIPTION
 AR1427
 AR1427'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1427'20 MI SW FROM OLD TOWN.
 AR1427'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1427'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1427'19.95 MILES. ABOUT 46.25 FEET S10W FROM CENTERLINE OF SR349,ABOUT 28
 AR1427'FEET S80E FROM A POWER POLE A 2.25 INCH DIAMETER BRASS DNR LAKES
 AR1427'BENCH MARK DISK WITH AN 18 INCH BY HALF INCH REBAR DRIVEN INTO THE
 AR1427'ADJACENT GROUND.
 AR1427
 AR1427                          STATION RECOVERY (1994)
 AR1427
 AR1427'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1021 ***********************************************************************
 BG1021  DESIGNATION -  A 16 RM 1 A VITRO
 BG1021  PID         -  BG1021
 BG1021  STATE/COUNTY-  FL/OKALOOSA
 BG1021  USGS QUAD   -  HOLT SW (1976)
 BG1021
 BG1021                         *CURRENT SURVEY CONTROL
 BG1021  ___________________________________________________________________
 BG1021* NAD 83(1986)-  30 32 16.     (N)    086 42 51.     (W)     SCALED    
 BG1021* NAVD 88     -        41.414  (meters)     135.87   (feet)  ADJUSTED  
 BG1021  ___________________________________________________________________
 BG1021  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1021  DYNAMIC HT  -          41.361 (meters)     135.70  (feet)  COMP
 BG1021  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BG1021
 BG1021  VERT ORDER  -  SECOND    CLASS 0
 BG1021
 BG1021.The horizontal coordinates were scaled from a topographic map and have
 BG1021.an estimated accuracy of +/- 6 seconds.
 BG1021
 BG1021.The orthometric height was determined by differential leveling
 BG1021.and adjusted by the National Geodetic Survey in June 1991..
 BG1021
 BG1021.The geoid height was determined by GEOID03.
 BG1021
 BG1021.The dynamic height is computed by dividing the NAVD 88
 BG1021.geopotential number by the normal gravity value computed on the
 BG1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1021.degrees latitude (g = 980.6199 gals.).
 BG1021
 BG1021.The modeled gravity was interpolated from observed gravity values.
 BG1021
 BG1021;                    North         East    Units  Estimated Accuracy
 BG1021;SPC FL N     -   172,520.      387,540.      MT  (+/- 180 meters Scaled)
 BG1021
 BG1021                          SUPERSEDED SURVEY CONTROL
 BG1021
 BG1021  NGVD 29 (??/??/92)   41.53   (m)          136.3    (f) COMPUTED    2 0
 BG1021
 BG1021.Superseded values are not recommended for survey control.
 BG1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1021.See file dsdata.txt to determine how the superseded data were derived.
 BG1021
 BG1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU274784(NAD 83)
 BG1021_MARKER: Z = SEE DESCRIPTION
 BG1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1021_STAMPING: A 16 RM 1 A
 BG1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1021+STABILITY: SURFACE MOTION
 BG1021
 BG1021  HISTORY     - Date     Condition        Report By
 BG1021  HISTORY     - UNK      MONUMENTED       VITRO
 BG1021  HISTORY     - 1953     GOOD             NGS
 BG1021
 BG1021                          STATION DESCRIPTION
 BG1021
 BG1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1021'19.5 MI NW FROM FORT WALTON.
 BG1021'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1021'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES NORTHWEST
 BG1021'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 BG1021'A SURFACED ROAD, 8.05 MILES NORTHWEST AND WEST ALONG A GRADED ROAD
 BG1021'NO. 234, THENCE ABOUT 0.85 MILE NORTHWEST ALONG GRADED ROAD NO.
 BG1021'253, THENCE ABOUT 0.65 MILE NORTH ALONG SAND ROAD NO. 52, THENCE
 BG1021'ABOUT 1.05 MILES NORTHEAST ALONG A NEW IMPROVED ROAD, AT THE
 BG1021'INTERSECTION OF A NORTHWEST-SOUTHEAST IMPROVED ROAD, 28 FEET
 BG1021'SOUTHWEST OF CENTER LINE OF NORTHWEST-SOUTHEAST ROAD, 130 FEET
 BG1021'SOUTHEAST OF CENTER LINE OF NORTHEAST-SOUTHWEST ROAD, 104.3
 BG1021'FEET SOUTHEAST OF STATION MARK AND SET IN THE TOP OF A CONCRETE
 BG1021'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1022 ***********************************************************************
 BG1022  DESIGNATION -  A 16 RM 1 B VITRO
 BG1022  PID         -  BG1022
 BG1022  STATE/COUNTY-  FL/OKALOOSA
 BG1022  USGS QUAD   -  HOLT SW (1976)
 BG1022
 BG1022                         *CURRENT SURVEY CONTROL
 BG1022  ___________________________________________________________________
 BG1022* NAD 83(1986)-  30 32 16.     (N)    086 42 51.     (W)     SCALED    
 BG1022* NAVD 88     -        41.289  (meters)     135.46   (feet)  ADJUSTED  
 BG1022  ___________________________________________________________________
 BG1022  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1022  DYNAMIC HT  -          41.236 (meters)     135.29  (feet)  COMP
 BG1022  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BG1022
 BG1022  VERT ORDER  -  SECOND    CLASS 0
 BG1022
 BG1022.The horizontal coordinates were scaled from a topographic map and have
 BG1022.an estimated accuracy of +/- 6 seconds.
 BG1022
 BG1022.The orthometric height was determined by differential leveling
 BG1022.and adjusted by the National Geodetic Survey in June 1991..
 BG1022
 BG1022.The geoid height was determined by GEOID03.
 BG1022
 BG1022.The dynamic height is computed by dividing the NAVD 88
 BG1022.geopotential number by the normal gravity value computed on the
 BG1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1022.degrees latitude (g = 980.6199 gals.).
 BG1022
 BG1022.The modeled gravity was interpolated from observed gravity values.
 BG1022
 BG1022;                    North         East    Units  Estimated Accuracy
 BG1022;SPC FL N     -   172,520.      387,540.      MT  (+/- 180 meters Scaled)
 BG1022
 BG1022                          SUPERSEDED SURVEY CONTROL
 BG1022
 BG1022  NGVD 29 (??/??/92)   41.41   (m)          135.9    (f) COMPUTED    2 0
 BG1022
 BG1022.Superseded values are not recommended for survey control.
 BG1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1022.See file dsdata.txt to determine how the superseded data were derived.
 BG1022
 BG1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU274784(NAD 83)
 BG1022_MARKER: Z = SEE DESCRIPTION
 BG1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1022_STAMPING: A 16 RM 1B
 BG1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1022+STABILITY: SURFACE MOTION
 BG1022
 BG1022  HISTORY     - Date     Condition        Report By
 BG1022  HISTORY     - UNK      MONUMENTED       VITRO
 BG1022  HISTORY     - 1953     GOOD             NGS
 BG1022
 BG1022                          STATION DESCRIPTION
 BG1022
 BG1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1022'19.5 MI NW FROM FORT WALTON.
 BG1022'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1022'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES SOUTHWEST
 BG1022'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 BG1022'A SURFACED ROAD, ABOUT 8.05 MILES NORTHWEST AND WEST ALONG GRADED
 BG1022'ROAD NO. 234, THENCE ABOUT 0.85 MILE NORTHWEST ALONG GRADED ROAD
 BG1022'NO. 253, THENCE ABOUT 0.65 MILE NORTH ALONG SAND ROAD NO. 52,
 BG1022'THENCE ABOUT 1.05 MILE NORTHEAST ALONG A NEW IMPROVED ROAD, AT
 BG1022'THE INTERSECTION OF A NORTHWEST-SOUTHEAST IMPROVED ROAD, 28 FEET
 BG1022'SOUTHWEST OF CENTERLINE OF NORTHWEST-SOUTHEAST ROAD, 345 FEET
 BG1022'SOUTHEAST OF CENTER LINE OF NORTHEAST-SOUTHWEST ROAD, 308.5 FEET
 BG1022'SOUTHEAST OF STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 BG1022'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1019 ***********************************************************************
 BG1019  DESIGNATION -  A 16 RM 2 A VITRO
 BG1019  PID         -  BG1019
 BG1019  STATE/COUNTY-  FL/OKALOOSA
 BG1019  USGS QUAD   -  HOLT SW (1976)
 BG1019
 BG1019                         *CURRENT SURVEY CONTROL
 BG1019  ___________________________________________________________________
 BG1019* NAD 83(1986)-  30 32 17.     (N)    086 42 51.     (W)     SCALED    
 BG1019* NAVD 88     -        41.690  (meters)     136.78   (feet)  ADJUSTED  
 BG1019  ___________________________________________________________________
 BG1019  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1019  DYNAMIC HT  -          41.636 (meters)     136.60  (feet)  COMP
 BG1019  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BG1019
 BG1019  VERT ORDER  -  SECOND    CLASS 0
 BG1019
 BG1019.The horizontal coordinates were scaled from a topographic map and have
 BG1019.an estimated accuracy of +/- 6 seconds.
 BG1019
 BG1019.The orthometric height was determined by differential leveling
 BG1019.and adjusted by the National Geodetic Survey in June 1991..
 BG1019
 BG1019.The geoid height was determined by GEOID03.
 BG1019
 BG1019.The dynamic height is computed by dividing the NAVD 88
 BG1019.geopotential number by the normal gravity value computed on the
 BG1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1019.degrees latitude (g = 980.6199 gals.).
 BG1019
 BG1019.The modeled gravity was interpolated from observed gravity values.
 BG1019
 BG1019;                    North         East    Units  Estimated Accuracy
 BG1019;SPC FL N     -   172,560.      387,550.      MT  (+/- 180 meters Scaled)
 BG1019
 BG1019                          SUPERSEDED SURVEY CONTROL
 BG1019
 BG1019  NGVD 29 (??/??/92)   41.81   (m)          137.2    (f) COMPUTED    2 0
 BG1019
 BG1019.Superseded values are not recommended for survey control.
 BG1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1019.See file dsdata.txt to determine how the superseded data were derived.
 BG1019
 BG1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU274784(NAD 83)
 BG1019_MARKER: Z = SEE DESCRIPTION
 BG1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1019_STAMPING: A 16 RM 2 A
 BG1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1019+STABILITY: SURFACE MOTION
 BG1019
 BG1019  HISTORY     - Date     Condition        Report By
 BG1019  HISTORY     - UNK      MONUMENTED       VITRO
 BG1019  HISTORY     - 1953     GOOD             NGS
 BG1019
 BG1019                          STATION DESCRIPTION
 BG1019
 BG1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1019'19.5 MI NW FROM FORT WALTON.
 BG1019'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1019'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES NORTHWEST
 BG1019'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 BG1019'A SURFACED ROAD, THENCE ABOUT 8.05 MILES NORTHWEST AND WEST ALONG
 BG1019'GRADED ROAD NO. 234, THENCE ABOUT 0.85 MILE NORTHWEST ALONG GRADED
 BG1019'ROAD NO. 253, THENCE ABOUT 0.65 MILE NORTH ALONG SAND ROAD NO. 52,
 BG1019'THENCE ABOUT 1.05 MILES NORTHEAST ALONG A NEW IMPROVED ROAD, AT
 BG1019'THE INTERSECTION OF A NORTHWEST-SOUTHEAST IMPROVED ROAD, 26 FEET
 BG1019'SOUTHEAST OF CENTER LINE OF NORTHEAST-SOUTHWEST ROAD, 133 FEET
 BG1019'SOUTHWEST OF CENTER LINE OF NORTHWEST-SOUTHEAST ROAD, 107 FEET
 BG1019'SOUTHWEST OF STATION MARK AND SET IN THE TOP OF A CONCRETE POST
 BG1019'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1020 ***********************************************************************
 BG1020  DESIGNATION -  A 16 RM 2 B VITRO
 BG1020  PID         -  BG1020
 BG1020  STATE/COUNTY-  FL/OKALOOSA
 BG1020  USGS QUAD   -  HOLT SW (1976)
 BG1020
 BG1020                         *CURRENT SURVEY CONTROL
 BG1020  ___________________________________________________________________
 BG1020* NAD 83(1986)-  30 32 17.     (N)    086 42 51.     (W)     SCALED    
 BG1020* NAVD 88     -        41.718  (meters)     136.87   (feet)  ADJUSTED  
 BG1020  ___________________________________________________________________
 BG1020  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1020  DYNAMIC HT  -          41.665 (meters)     136.70  (feet)  COMP
 BG1020  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BG1020
 BG1020  VERT ORDER  -  SECOND    CLASS 0
 BG1020
 BG1020.The horizontal coordinates were scaled from a topographic map and have
 BG1020.an estimated accuracy of +/- 6 seconds.
 BG1020
 BG1020.The orthometric height was determined by differential leveling
 BG1020.and adjusted by the National Geodetic Survey in June 1991..
 BG1020
 BG1020.The geoid height was determined by GEOID03.
 BG1020
 BG1020.The dynamic height is computed by dividing the NAVD 88
 BG1020.geopotential number by the normal gravity value computed on the
 BG1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1020.degrees latitude (g = 980.6199 gals.).
 BG1020
 BG1020.The modeled gravity was interpolated from observed gravity values.
 BG1020
 BG1020;                    North         East    Units  Estimated Accuracy
 BG1020;SPC FL N     -   172,560.      387,550.      MT  (+/- 180 meters Scaled)
 BG1020
 BG1020                          SUPERSEDED SURVEY CONTROL
 BG1020
 BG1020  NGVD 29 (??/??/92)   41.84   (m)          137.3    (f) COMPUTED    2 0
 BG1020
 BG1020.Superseded values are not recommended for survey control.
 BG1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1020.See file dsdata.txt to determine how the superseded data were derived.
 BG1020
 BG1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU274784(NAD 83)
 BG1020_MARKER: Z = SEE DESCRIPTION
 BG1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1020_STAMPING: A 16 RM 2 B
 BG1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1020+STABILITY: SURFACE MOTION
 BG1020
 BG1020  HISTORY     - Date     Condition        Report By
 BG1020  HISTORY     - UNK      MONUMENTED       VITRO
 BG1020  HISTORY     - 1953     GOOD             NGS
 BG1020
 BG1020                          STATION DESCRIPTION
 BG1020
 BG1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1020'19.5 MI NW FROM FORT WALTON.
 BG1020'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1020'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES NORTHWEST
 BG1020'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 BG1020'A SURFACED ROAD, 8.05 MILES NORTHWEST AND WEST ALONG GRADED ROAD
 BG1020'NO. 234, THENCE ABOUT 0.85 MILE NORTHWEST ALONG GRADED ROAD
 BG1020'NO. 253, THENCE ABOUT 0.65 MILE NORTH ALONG SAND ROAD NO. 52,
 BG1020'THENCE ABOUT 1.05 MILES NORTHEAST ALONG IMPROVED ROAD, AT THE
 BG1020'INTERSECTION OF A NORTHWEST-SOUTHEAST IMPROVED ROAD, 26 FEET
 BG1020'SOUTHEAST OF CENTER LINE OF NORTHEAST-SOUTHWEST ROAD, 334 FEET
 BG1020'SOUTHWEST OF CENTER LINE OF NORTHWEST-SOUTHEAST ROAD, 308 FEET
 BG1020'SOUTHWEST OF STATION MARK AND SET IN THE TOP OF A CONCRETE POST
 BG1020'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1018 ***********************************************************************
 BG1018  DESIGNATION -  A 16 VITRO
 BG1018  PID         -  BG1018
 BG1018  STATE/COUNTY-  FL/OKALOOSA
 BG1018  USGS QUAD   -  HOLT SW (1976)
 BG1018
 BG1018                         *CURRENT SURVEY CONTROL
 BG1018  ___________________________________________________________________
 BG1018* NAD 83(1986)-  30 32 15.     (N)    086 42 51.     (W)     SCALED    
 BG1018* NAVD 88     -        41.617  (meters)     136.54   (feet)  ADJUSTED  
 BG1018  ___________________________________________________________________
 BG1018  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1018  DYNAMIC HT  -          41.563 (meters)     136.36  (feet)  COMP
 BG1018  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BG1018
 BG1018  VERT ORDER  -  SECOND    CLASS 0
 BG1018
 BG1018.The horizontal coordinates were scaled from a topographic map and have
 BG1018.an estimated accuracy of +/- 6 seconds.
 BG1018
 BG1018.The orthometric height was determined by differential leveling
 BG1018.and adjusted by the National Geodetic Survey in June 1991..
 BG1018
 BG1018.The geoid height was determined by GEOID03.
 BG1018
 BG1018.The dynamic height is computed by dividing the NAVD 88
 BG1018.geopotential number by the normal gravity value computed on the
 BG1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1018.degrees latitude (g = 980.6199 gals.).
 BG1018
 BG1018.The modeled gravity was interpolated from observed gravity values.
 BG1018
 BG1018;                    North         East    Units  Estimated Accuracy
 BG1018;SPC FL N     -   172,490.      387,540.      MT  (+/- 180 meters Scaled)
 BG1018
 BG1018                          SUPERSEDED SURVEY CONTROL
 BG1018
 BG1018  NGVD 29 (??/??/92)   41.73   (m)          136.9    (f) COMPUTED    2 0
 BG1018
 BG1018.Superseded values are not recommended for survey control.
 BG1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1018.See file dsdata.txt to determine how the superseded data were derived.
 BG1018
 BG1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU274783(NAD 83)
 BG1018_MARKER: Z = SEE DESCRIPTION
 BG1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1018_STAMPING: A-16 RANGE A VITRO      1952
 BG1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1018+STABILITY: SURFACE MOTION
 BG1018
 BG1018  HISTORY     - Date     Condition        Report By
 BG1018  HISTORY     - 1952     MONUMENTED       VITRO
 BG1018  HISTORY     - 1953     GOOD             NGS
 BG1018
 BG1018                          STATION DESCRIPTION
 BG1018
 BG1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1018'19.5 MI NW FROM FORT WALTON.
 BG1018'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1018'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES NORTHWEST
 BG1018'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 BG1018'A SURFACED ROAD, ABOUT 8.05 MILES NORTHWEST AND WEST ALONG GRADED
 BG1018'ROAD NO. 234, THENCE ABOUT 0.85 MILE NORTHWEST ALONG GRADED ROAD
 BG1018'NO. 253, THENCE ABOUT 0.65 MILE NORTH ALONG SAND ROAD NO. 52,
 BG1018'THENCE ABOUT 1.05 MILES NORTHEAST ALONG A NEW IMPROVED ROAD, AT
 BG1018'INTERSECTION OF A NORTHWEST-SOUTHEAST IMPROVED ROAD, 26 FEET
 BG1018'SOUTHEAST OF CENTERLINE OF NORTHEAST-SOUTHWEST ROAD, 28 FEET
 BG1018'SOUTHWEST OF CENTER LINE OF NORTHWEST-SOUTHEAST ROAD, 60 FEET
 BG1018'SOUTH OF CENTER OF INTERSECTION, 104.3 FEET NORTHWEST OF RM NO.
 BG1018'1A, 308.5 FEET NORTHWEST OF RM NO. 1B, 107 FEET NORTHEAST OF RM
 BG1018'2 A, 308 FEET NORTHEAST OF RM NO. 2B, AND SET IN THE TOP OF A
 BG1018'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0059 ***********************************************************************
 BE0059  DESIGNATION -  A 160
 BE0059  PID         -  BE0059
 BE0059  STATE/COUNTY-  FL/WASHINGTON
 BE0059  USGS QUAD   -  CHIPLEY (1994)
 BE0059
 BE0059                         *CURRENT SURVEY CONTROL
 BE0059  ___________________________________________________________________
 BE0059* NAD 83(1986)-  30 46 41.     (N)    085 35 56.     (W)     SCALED    
 BE0059* NAVD 88     -        20.045  (meters)      65.76   (feet)  ADJUSTED  
 BE0059  ___________________________________________________________________
 BE0059  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BE0059  DYNAMIC HT  -          20.019 (meters)      65.68  (feet)  COMP
 BE0059  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 BE0059
 BE0059  VERT ORDER  -  FIRST     CLASS II
 BE0059
 BE0059.The horizontal coordinates were scaled from a topographic map and have
 BE0059.an estimated accuracy of +/- 6 seconds.
 BE0059
 BE0059.The orthometric height was determined by differential leveling
 BE0059.and adjusted by the National Geodetic Survey in June 1991..
 BE0059
 BE0059.The geoid height was determined by GEOID03.
 BE0059
 BE0059.The dynamic height is computed by dividing the NAVD 88
 BE0059.geopotential number by the normal gravity value computed on the
 BE0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0059.degrees latitude (g = 980.6199 gals.).
 BE0059
 BE0059.The modeled gravity was interpolated from observed gravity values.
 BE0059
 BE0059;                    North         East    Units  Estimated Accuracy
 BE0059;SPC FL N     -   197,610.      494,810.      MT  (+/- 180 meters Scaled)
 BE0059
 BE0059                          SUPERSEDED SURVEY CONTROL
 BE0059
 BE0059  NGVD 29 (??/??/92)   20.162  (m)           66.15   (f) ADJ UNCH    1 2
 BE0059
 BE0059.Superseded values are not recommended for survey control.
 BE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0059.See file dsdata.txt to determine how the superseded data were derived.
 BE0059
 BE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV340058(NAD 83)
 BE0059_MARKER: DB = BENCH MARK DISK
 BE0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0059_STAMPING: A 160 1955
 BE0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0059+STABILITY: SURFACE MOTION
 BE0059
 BE0059  HISTORY     - Date     Condition        Report By
 BE0059  HISTORY     - 1955     MONUMENTED       CGS
 BE0059
 BE0059                          STATION DESCRIPTION
 BE0059
 BE0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BE0059'3.7 MI W FROM CHIPLEY.
 BE0059'ABOUT 3.7 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BE0059'FROM THE STATION AT CHIPLEY, ABOUT 0.3 MILE EAST OF MILE POST
 BE0059'763, 46 FEET SOUTH OF SOUTH RAIL, 252 FEET EAST-SOUTHEAST OF
 BE0059'SOUTHEAST CORNER OF TRESTLE NO. 76, 114 FEET SOUTHEAST AND ACROSS
 BE0059'TRACK FROM TELEPHONE POLE NO. 1878, 78 1/2 FEET SOUTH-SOUTHWEST
 BE0059'AND ACROSS TRACK FROM A RAILROAD TELEPHONE POLE, 2 FEET EAST OF
 BE0059'A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF
 BE0059'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1817 ***********************************************************************
 BG1817  DESIGNATION -  A 161
 BG1817  PID         -  BG1817
 BG1817  STATE/COUNTY-  FL/ESCAMBIA
 BG1817  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1817
 BG1817                         *CURRENT SURVEY CONTROL
 BG1817  ___________________________________________________________________
 BG1817* NAD 83(1986)-  30 20 56.     (N)    087 15 53.     (W)     SCALED    
 BG1817* NAVD 88     -         3.320  (meters)      10.89   (feet)  ADJUSTED  
 BG1817  ___________________________________________________________________
 BG1817  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1817  DYNAMIC HT  -           3.315 (meters)      10.88  (feet)  COMP
 BG1817  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BG1817
 BG1817  VERT ORDER  -  FIRST     CLASS II
 BG1817
 BG1817.The horizontal coordinates were scaled from a topographic map and have
 BG1817.an estimated accuracy of +/- 6 seconds.
 BG1817
 BG1817.The orthometric height was determined by differential leveling
 BG1817.and adjusted by the National Geodetic Survey in June 1991..
 BG1817
 BG1817.The geoid height was determined by GEOID03.
 BG1817
 BG1817.The dynamic height is computed by dividing the NAVD 88
 BG1817.geopotential number by the normal gravity value computed on the
 BG1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1817.degrees latitude (g = 980.6199 gals.).
 BG1817
 BG1817.The modeled gravity was interpolated from observed gravity values.
 BG1817
 BG1817;                    North         East    Units  Estimated Accuracy
 BG1817;SPC FL N     -   152,740.      334,220.      MT  (+/- 180 meters Scaled)
 BG1817
 BG1817                          SUPERSEDED SURVEY CONTROL
 BG1817
 BG1817  NGVD 29 (??/??/92)    3.389  (m)           11.12   (f) ADJ UNCH    1 2
 BG1817
 BG1817.Superseded values are not recommended for survey control.
 BG1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1817.See file dsdata.txt to determine how the superseded data were derived.
 BG1817
 BG1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU745574(NAD 83)
 BG1817_MARKER: DB = BENCH MARK DISK
 BG1817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG1817_SP_SET: BUILDING DOOR
 BG1817_STAMPING: A 161 1955
 BG1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1817
 BG1817  HISTORY     - Date     Condition        Report By
 BG1817  HISTORY     - 1955     MONUMENTED       CGS
 BG1817  HISTORY     - 1974     GOOD             NGS
 BG1817
 BG1817                          STATION DESCRIPTION
 BG1817
 BG1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1817'AT PENSACOLA NAVAL AIR STATION.
 BG1817'AT PENSACOLA NAVAL AIR STATION, ABOUT 1.45 MILES SOUTHEAST
 BG1817'ALONG MURRAY ROAD FROM MAIN NORTH ENTRANCE TO AIR STATION, THENCE
 BG1817'ABOUT 0.3 MILE EAST ALONG SAUFLEY STREET, SET VERTICALLY IN THE
 BG1817'WEST FACE OF THE BRICK STRUCTURE OF THE SLIDING DOOR ON THE EAST
 BG1817'SIDE OF THE NORTH FACE TO BUILDING NO. 631 (LARGE HANGAR BUILDING),
 BG1817'21 FEET WEST OF NORTHEAST CORNER OF BUILDING AND 0.7 FOOT SOUTH
 BG1817'OF NORTH FACE OF BUILDING, AND 3 FEET ABOVE LEVEL OF CONCRETE
 BG1817'APRON.  THE BUILDING IS LOCATED ON THE WEST EDGE OF PENSACOLA
 BG1817'BAY AND AT THE SOUTHEAST CORNER OF CHEVALIER AIRFIELD, AND IS
 BG1817'EAST OF THE JUNCTION OF SAUFLEY AVENUE AND EAST AVENUE WHICH
 BG1817'LEADS SOUTH.
 BG1817
 BG1817                          STATION RECOVERY (1974)
 BG1817
 BG1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1791 ***********************************************************************
 AR1791  DESIGNATION -  A 161
 AR1791  PID         -  AR1791
 AR1791  STATE/COUNTY-  FL/ALACHUA
 AR1791  USGS QUAD   -  NEWBERRY (1993)
 AR1791
 AR1791                         *CURRENT SURVEY CONTROL
 AR1791  ___________________________________________________________________
 AR1791* NAD 83(1999)-  29 44 29.35964(N)    082 30 44.03970(W)     ADJUSTED  
 AR1791* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 AR1791  ___________________________________________________________________
 AR1791  X           -     722,271.712 (meters)                     COMP
 AR1791  Y           -  -5,495,264.613 (meters)                     COMP
 AR1791  Z           -   3,145,523.921 (meters)                     COMP
 AR1791  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AR1791  ELLIP HEIGHT-          -1.45  (meters)          (06/12/02) GPS OBS
 AR1791  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AR1791
 AR1791  HORZ ORDER  -  SECOND
 AR1791  ELLP ORDER  -  FOURTH    CLASS I
 AR1791
 AR1791.The horizontal coordinates were established by GPS observations
 AR1791.and adjusted by the National Geodetic Survey in June 2002..
 AR1791
 AR1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1791
 AR1791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1791
 AR1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1791
 AR1791.The ellipsoidal height was determined by GPS observations
 AR1791.and is referenced to NAD 83.
 AR1791
 AR1791.The geoid height was determined by GEOID03.
 AR1791
 AR1791;                    North         East     Units Scale Factor Converg.
 AR1791;SPC FL N     -    83,868.348   792,272.977   MT  0.99997586   +0 59 56.1
 AR1791;SPC FL N     -   275,158.07  2,599,315.59   sFT  0.99997586   +0 59 56.1
 AR1791;UTM  17      - 3,291,098.291   353,763.381   MT  0.99986386   -0 45 01.2
 AR1791
 AR1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1791!SPC FL N     -   1.00000023  x   0.99997586  =   0.99997609
 AR1791!UTM  17      -   1.00000023  x   0.99986386  =   0.99986409
 AR1791
 AR1791                          SUPERSEDED SURVEY CONTROL
 AR1791
 AR1791  NAD 83(1990)-  29 44 29.35819(N)    082 30 44.03913(W) AD(       ) 2
 AR1791  ELLIP H (05/01/91)   -1.39   (m)                       GP(       ) 4 1
 AR1791  NAD 83(1986)-  29 44 29.36628(N)    082 30 44.04400(W) AD(       ) 2
 AR1791  NGVD 29 (11/17/89)   26.9    (m)           88.     (f) GPS OBS        
 AR1791
 AR1791.Superseded values are not recommended for survey control.
 AR1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1791.See file dsdata.txt to determine how the superseded data were derived.
 AR1791
 AR1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5376391098(NAD 83)
 AR1791_MARKER: DD = SURVEY DISK
 AR1791_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1791_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1791_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1791+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1791
 AR1791  HISTORY     - Date     Condition        Report By
 AR1791  HISTORY     - 1988     MONUMENTED       PMC
 AR1791
 AR1791                          STATION DESCRIPTION
 AR1791
 AR1791'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1791'THE STATION IS LOCATED ABOUT 19.8 KM (12.3 MI)
 AR1791'NORTHWEST OF GAINESVILLE.
 AR1791'OWNERSHIP--NW 30 R/W.
 AR1791'
 AR1791'TO REACH THE STATION FROM THE INTERSECTION OF ACR 235 AND ACR 241, GO
 AR1791'SOUTH FOR 4.7 KM (2.9 MI) ON ACR 241 TO NW 30,
 AR1791'TURN RIGHT AND GO WEST FOR 1.7 KM (1.1 MI) ON NW 30 TO THE
 AR1791'STATION ON THE LEFT.  THE STATION IS SOUTH 11.9 METERS (39 FT) OF
 AR1791'THE CENTERLINE, EAST 27.1 METERS (89 FT) OF A POWER POLE,
 AR1791'11.9 METERS (39 FT) SOUTH OF A MAILBAOX MARKED - ROUTE 1, BOX 345 -
 AR1791'AND WEST 7.6 METERS (25 FT) OF A DRIVEWAY LEADING TO A CREAM
 AR1791'COLORED RESIDENCE NORTH OF NW 30.
 AR1791'
 AR1791'THE STATION IS A STANDARD AC GIS DISK
 AR1791'STAMPED---STATION A161---,
 AR1791'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1791'3.80 METERS (12.47 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET
 AR1791'5.26 METERS (17.27 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1791'11.82 METERS (38.77 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1791'CENTERLINE OF HIGHWAY,
 AR1791'6.92 METERS (22.70 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1791'0.2 METERS (0.5 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1791'
 AR1791'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1791'STAMPED---AZIMUTH A162---,
 AR1791'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1791'3.97 METERS (13.03 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1791'18.55 METERS (60.85 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1791'8 IN OAK,
 AR1791'6.15 METERS (20.19 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1791'16 IN OAK,
 AR1791'0.2 METERS (0.5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1791'TO REACH THE AZIMUTH FROM THE STATION,
 AR1791'GO WEST FOR 457.2 METERS (1500 FT) ON ACR NW 30 TO THE AZIMUTH MARK.
 AR1791'THE AZIMUTH MARK IS NORTH 11.6 METERS (38 FT) OF THE CENTERLINE,
 AR1791'EAST 42.4 METERS (139 FT) OF A MAILBOX MARKED - ROUTE 1, BOX 349 -
 AR1791'AND EAST 6.1 METERS (20 FT) OF TWIN 10 IN OAKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0042 ***********************************************************************
 BG0042  DESIGNATION -  A 162
 BG0042  PID         -  BG0042
 BG0042  STATE/COUNTY-  FL/ESCAMBIA
 BG0042  USGS QUAD   -  MOLINO (1987)
 BG0042
 BG0042                         *CURRENT SURVEY CONTROL
 BG0042  ___________________________________________________________________
 BG0042* NAD 83(1999)-  30 43 34.82838(N)    087 18 48.99013(W)     ADJUSTED  
 BG0042* NAVD 88     -         9.045  (meters)      29.68   (feet)  ADJUSTED  
 BG0042  ___________________________________________________________________
 BG0042  X           -     257,196.575 (meters)                     COMP
 BG0042  Y           -  -5,481,508.387 (meters)                     COMP
 BG0042  Z           -   3,239,840.463 (meters)                     COMP
 BG0042  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 BG0042  ELLIP HEIGHT-         -18.76  (meters)          (06/19/01) GPS OBS
 BG0042  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BG0042  DYNAMIC HT  -           9.034 (meters)      29.64  (feet)  COMP
 BG0042  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BG0042
 BG0042  HORZ ORDER  -  FIRST
 BG0042  VERT ORDER  -  FIRST     CLASS II
 BG0042  ELLP ORDER  -  FOURTH    CLASS I
 BG0042
 BG0042.The horizontal coordinates were established by GPS observations
 BG0042.and adjusted by the National Geodetic Survey in June 2001..
 BG0042
 BG0042.The orthometric height was determined by differential leveling
 BG0042.and adjusted by the National Geodetic Survey in June 1991..
 BG0042
 BG0042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG0042
 BG0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG0042
 BG0042.The ellipsoidal height was determined by GPS observations
 BG0042.and is referenced to NAD 83.
 BG0042
 BG0042.The geoid height was determined by GEOID03.
 BG0042
 BG0042.The dynamic height is computed by dividing the NAVD 88
 BG0042.geopotential number by the normal gravity value computed on the
 BG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0042.degrees latitude (g = 980.6199 gals.).
 BG0042
 BG0042.The modeled gravity was interpolated from observed gravity values.
 BG0042
 BG0042;                    North         East     Units Scale Factor Converg.
 BG0042;SPC FL N     -   194,690.030   330,552.569   MT  0.99999589   -1 24 50.1
 BG0042;SPC FL N     -   638,745.54  1,084,487.89   sFT  0.99999589   -1 24 50.1
 BG0042;UTM  16      - 3,399,316.293   469,975.817   MT  0.99961112   -0 09 36.8
 BG0042
 BG0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG0042!SPC FL N     -   1.00000295  x   0.99999589  =   0.99999884
 BG0042!UTM  16      -   1.00000295  x   0.99961112  =   0.99961406
 BG0042
 BG0042                          SUPERSEDED SURVEY CONTROL
 BG0042
 BG0042  NAD 83(1990)-  30 43 34.82780(N)    087 18 48.98799(W) AD(       ) 1
 BG0042  ELLIP H (09/29/95)  -18.54   (m)                       GP(       ) 4 1
 BG0042  NGVD 29 (??/??/92)    9.068  (m)           29.75   (f) ADJ UNCH    1 2
 BG0042
 BG0042.Superseded values are not recommended for survey control.
 BG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0042.See file dsdata.txt to determine how the superseded data were derived.
 BG0042
 BG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6997699316(NAD 83)
 BG0042_MARKER: DB = BENCH MARK DISK
 BG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0042_STAMPING: A 162 1965
 BG0042_MARK LOGO: CGS   
 BG0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0042+STABILITY: SURFACE MOTION
 BG0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG0042+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 BG0042
 BG0042  HISTORY     - Date     Condition        Report By
 BG0042  HISTORY     - 1965     MONUMENTED       CGS
 BG0042  HISTORY     - 1965     GOOD             NGS
 BG0042  HISTORY     - 19950112 GOOD             BDE
 BG0042
 BG0042                          STATION DESCRIPTION
 BG0042
 BG0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG0042'AT MOLINO.
 BG0042'AT MOLINO, AT THE SITE OF THE NOW REMOVED LOUISVILLE AND NASHVILLE
 BG0042'R.R. STATION, AT THE PRESENT E END OF THE MAIN EASTERLY-WESTERLY
 BG0042'PAVED STREET (NO. 182 FLA. HWY.) IN MOLINO, 31 FEET SE OF PROJECTED
 BG0042'CENTER LINE OF THIS SAID STREET, 51.2 FEET NE OF NE RAIL OF THE
 BG0042'MAIN LINE TRACK, 1.5 FEET LOWER THAN TOP OF SAME, 31 FEET SE OF
 BG0042'U.S. GEOLOGICAL SURVEY MARK NO. TT 59 C 1940 WHICH IS ON PROJECTED
 BG0042'SAID CENTER LINE AND 46 FEET NE OF NE RAIL, 47-1/2 FEET NNW OF
 BG0042'TELEPHONE POLE, ABOUT 140 YARDS SE OF NO. 627 R.R. MILEPOST, 1.7
 BG0042'FEET NNW OF STEEL WITNESS POST, AND FLUSH WITH THE GENERAL LEVEL
 BG0042'OF THE GROUND.
 BG0042
 BG0042                          STATION RECOVERY (1995)
 BG0042
 BG0042'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (JBH)
 BG0042'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1706 ***********************************************************************
 BG1706  DESIGNATION -  A 163
 BG1706  PID         -  BG1706
 BG1706  STATE/COUNTY-  FL/ESCAMBIA
 BG1706  USGS QUAD   -  PENSACOLA (1994)
 BG1706
 BG1706                         *CURRENT SURVEY CONTROL
 BG1706  ___________________________________________________________________
 BG1706* NAD 83(1986)-  30 26 58.     (N)    087 13 33.     (W)     SCALED    
 BG1706* NAVD 88     -        26.178  (meters)      85.89   (feet)  ADJUSTED  
 BG1706  ___________________________________________________________________
 BG1706  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG1706  DYNAMIC HT  -          26.144 (meters)      85.77  (feet)  COMP
 BG1706  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BG1706
 BG1706  VERT ORDER  -  FIRST     CLASS II
 BG1706
 BG1706.The horizontal coordinates were scaled from a topographic map and have
 BG1706.an estimated accuracy of +/- 6 seconds.
 BG1706
 BG1706.The orthometric height was determined by differential leveling
 BG1706.and adjusted by the National Geodetic Survey in June 1991..
 BG1706
 BG1706.The geoid height was determined by GEOID03.
 BG1706
 BG1706.The dynamic height is computed by dividing the NAVD 88
 BG1706.geopotential number by the normal gravity value computed on the
 BG1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1706.degrees latitude (g = 980.6199 gals.).
 BG1706
 BG1706.The modeled gravity was interpolated from observed gravity values.
 BG1706
 BG1706;                    North         East    Units  Estimated Accuracy
 BG1706;SPC FL N     -   163,800.      338,220.      MT  (+/- 180 meters Scaled)
 BG1706
 BG1706                          SUPERSEDED SURVEY CONTROL
 BG1706
 BG1706  NGVD 29 (??/??/92)   26.236  (m)           86.08   (f) ADJ UNCH    1 2
 BG1706
 BG1706.Superseded values are not recommended for survey control.
 BG1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1706.See file dsdata.txt to determine how the superseded data were derived.
 BG1706
 BG1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU783686(NAD 83)
 BG1706_MARKER: DB = BENCH MARK DISK
 BG1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1706_STAMPING: A 163 1955
 BG1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1706+STABILITY: SURFACE MOTION
 BG1706
 BG1706  HISTORY     - Date     Condition        Report By
 BG1706  HISTORY     - 1955     MONUMENTED       CGS
 BG1706  HISTORY     - 1962     GOOD             NGS
 BG1706
 BG1706                          STATION DESCRIPTION
 BG1706
 BG1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1706'2.5 MI N FROM PENSACOLA.
 BG1706'2.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BG1706'THE STATION AT PENSACOLA, AT GOULDING, AT CROSSING OF BLACK TOP
 BG1706'COUNTY ROAD NO. 289 A, ABOUT 0.1 MILE SOUTHEAST OF MILE POST 648,
 BG1706'41 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 62 FEET SOUTH
 BG1706'OF CENTER OF CROSSING OF ROAD, 32 FEET SOUTHEAST OF CENTER LINE
 BG1706'OF ROAD, 14 FEET SOUTHEAST OF A POWER POLE, 3 1/2 FEET SOUTHEAST
 BG1706'OF SOUTHEAST SIDE OF CONCRETE BASE OF A RAILROAD SIGNAL BOX, 2
 BG1706'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BG1706'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG1706'1 INCH.
 BG1706
 BG1706                          STATION RECOVERY (1962)
 BG1706
 BG1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BG1706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1792 ***********************************************************************
 AR1792  DESIGNATION -  A 163
 AR1792  PID         -  AR1792
 AR1792  STATE/COUNTY-  FL/ALACHUA
 AR1792  USGS QUAD   -  NEWBERRY (1993)
 AR1792
 AR1792                         *CURRENT SURVEY CONTROL
 AR1792  ___________________________________________________________________
 AR1792* NAD 83(1999)-  29 41 52.54330(N)    082 30 08.92831(W)     ADJUSTED  
 AR1792* NAVD 88     -        29.3    (meters)      96.     (feet)  VERTCON   
 AR1792  ___________________________________________________________________
 AR1792  X           -     723,519.780 (meters)                     COMP
 AR1792  Y           -  -5,497,517.176 (meters)                     COMP
 AR1792  Z           -   3,141,331.833 (meters)                     COMP
 AR1792  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AR1792  ELLIP HEIGHT-           1.19  (meters)          (06/12/02) GPS OBS
 AR1792  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR1792
 AR1792  HORZ ORDER  -  SECOND
 AR1792  ELLP ORDER  -  FOURTH    CLASS I
 AR1792
 AR1792.The horizontal coordinates were established by GPS observations
 AR1792.and adjusted by the National Geodetic Survey in June 2002..
 AR1792
 AR1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1792
 AR1792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1792
 AR1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1792
 AR1792.The ellipsoidal height was determined by GPS observations
 AR1792.and is referenced to NAD 83.
 AR1792
 AR1792.The geoid height was determined by GEOID03.
 AR1792
 AR1792;                    North         East     Units Scale Factor Converg.
 AR1792;SPC FL N     -    79,057.141   793,300.875   MT  0.99998176   +1 00 13.7
 AR1792;SPC FL N     -   259,373.30  2,602,687.95   sFT  0.99998176   +1 00 13.7
 AR1792;UTM  17      - 3,286,258.520   354,643.873   MT  0.99986069   -0 44 40.2
 AR1792
 AR1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1792!SPC FL N     -   0.99999981  x   0.99998176  =   0.99998157
 AR1792!UTM  17      -   0.99999981  x   0.99986069  =   0.99986050
 AR1792
 AR1792                          SUPERSEDED SURVEY CONTROL
 AR1792
 AR1792  NAD 83(1990)-  29 41 52.54189(N)    082 30 08.92781(W) AD(       ) 2
 AR1792  ELLIP H (05/01/91)    1.25   (m)                       GP(       ) 4 1
 AR1792  NAD 83(1986)-  29 41 52.55025(N)    082 30 08.93317(W) AD(       ) 2
 AR1792  NGVD 29 (11/17/89)   29.6    (m)           97.     (f) GPS OBS        
 AR1792
 AR1792.Superseded values are not recommended for survey control.
 AR1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1792.See file dsdata.txt to determine how the superseded data were derived.
 AR1792
 AR1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5464486259(NAD 83)
 AR1792_MARKER: DD = SURVEY DISK
 AR1792_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1792_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1792_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1792+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1792
 AR1792  HISTORY     - Date     Condition        Report By
 AR1792  HISTORY     - 1988     MONUMENTED       PMC
 AR1792
 AR1792                          STATION DESCRIPTION
 AR1792
 AR1792'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1792'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI)
 AR1792'NORTH-NORTHWEST OF GAINESVILLE.
 AR1792'OWNERSHIP--PRIVATE.
 AR1792'
 AR1792'TO REACH THE STATION FROM THE INTERSECTION OF ACR 222 (NW 39TH AVE)
 AR1792'AND THE I-75 OVERPASS, GO WEST FOR 4.8 KM (3 MI) ON ACR 222 TO
 AR1792'ACR 241,
 AR1792'TURN RIGHT AND GO NORTH FOR 0.8 KM (0.5 MI) ON ACR 241 TO A DIRT
 AR1792'ROAD AND THE AZIMUTH ON THE LEFT.
 AR1792'TURN LEFT AND GO WEST FOR 0.8 KM (0.5 MI) ON DIRT ROAD TO A
 AR1792'NORTH-SOUTH FENCE LINE AND A GATE,
 AR1792'GO NORTH FOR 61.0 METERS (200 FT) ON FENCE LINE TO THE STATION.
 AR1792'THE STATION IS 0.3 METERS (1 FT) WEST OF THE NORTH-SOUTH FENCE
 AR1792'LINE, AND 36.3 METERS (119 FT) NORTH OF A CORNER WHERE AN
 AR1792'EAST-WEST BOARD FENCE INTERSECTS A NORTH-SOUTH HOGWIRE FENCE.
 AR1792'
 AR1792'THE STATION IS A STANDARD AC GIS DISK
 AR1792'STAMPED---STATION A163---,
 AR1792'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1792'1.9 METERS (6.22 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1792'3.56 METERS (11.68 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1792'1.66 METERS (5.43 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1792'3.41 METERS (11.20 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1792'0.2 METERS (0.5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1792'
 AR1792'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1792'STAMPED---AZIMUTH A164---,
 AR1792'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1792'1.96 METERS (6.42 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1792'5.03 METERS (16.49 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1792'4.47 METERS (14.68 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1792'0.2 METERS (0.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1792'TO REACH THE AZIMUTH FROM THE STATION,
 AR1792'GO SOUTH FOR 61.0 METERS (200 FT) ON FENCE LINE TO A DIRT ROAD,
 AR1792'GO EAST FOR 0.8 KM (0.5 MI) ON DIRT ROAD TO THE AZIMUTH MARK.
 AR1792'THE AZIMUTH MARK IS 0.6 METERS (2 FT) EAST OF A BOARD FENCE, AND
 AR1792'83.5 METERS (274 FT) SOUTH OF NW 46TH AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1707 ***********************************************************************
 BG1707  DESIGNATION -  A 163 RESET 1964
 BG1707  PID         -  BG1707
 BG1707  STATE/COUNTY-  FL/ESCAMBIA
 BG1707  USGS QUAD   -  PENSACOLA (1994)
 BG1707
 BG1707                         *CURRENT SURVEY CONTROL
 BG1707  ___________________________________________________________________
 BG1707* NAD 83(1986)-  30 26 54.     (N)    087 13 34.     (W)     SCALED    
 BG1707* NAVD 88     -        26.19   (meters)      85.9    (feet)  RESET     
 BG1707  ___________________________________________________________________
 BG1707  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG1707
 BG1707  VERT ORDER  -  THIRD
 BG1707
 BG1707.The horizontal coordinates were scaled from a topographic map and have
 BG1707.an estimated accuracy of +/- 6 seconds.
 BG1707
 BG1707.The orthometric height was computed from unverified reset data.
 BG1707.No vertical observational check was made to the station.
 BG1707
 BG1707.The geoid height was determined by GEOID03.
 BG1707
 BG1707;                    North         East    Units  Estimated Accuracy
 BG1707;SPC FL N     -   163,680.      338,190.      MT  (+/- 180 meters Scaled)
 BG1707
 BG1707                          SUPERSEDED SURVEY CONTROL
 BG1707
 BG1707  NGVD 29 (??/??/??)   26.25   (m)           86.1    (f) RESET       3  
 BG1707
 BG1707.Superseded values are not recommended for survey control.
 BG1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1707.See file dsdata.txt to determine how the superseded data were derived.
 BG1707
 BG1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU782684(NAD 83)
 BG1707_MARKER: DB = BENCH MARK DISK
 BG1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1707_STAMPING: A 163 RESET 1964
 BG1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1707+STABILITY: SURFACE MOTION
 BG1707
 BG1707  HISTORY     - Date     Condition        Report By
 BG1707  HISTORY     - 1964     MONUMENTED       FLHD
 BG1707  HISTORY     - 1968     GOOD             NGS
 BG1707
 BG1707                          STATION DESCRIPTION
 BG1707
 BG1707'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1964
 BG1707'2.5 MI N FROM PENSACOLA.
 BG1707'2.5 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BG1707'THE STATION AT PENSACOLA, ESCAMBIA COUNTY, 0.1 MILE SOUTHEAST
 BG1707'OF MILEPOST 648, AT GOULDING, AT THE CROSSING OF BLACKTOP
 BG1707'COUNTY ROAD 289 A, 62 FEET SOUTH OF THE CENTER OF THE CROSSING, 41
 BG1707'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 32 FEET
 BG1707'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHEAST OF
 BG1707'A POWER POLE, 3.5 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 BG1707'CONCRETE BASE OF A RAILROAD SIGNAL BOX, AND SET IN TOP OF CONCRETE
 BG1707'MONUMENT (6 IN X 6 IN SQUARE) 17.50 FEET FROM BENCH MARK A 163
 BG1707'ON A BEARING OF S 37 DEG 17 MIN 30 SEC E.
 BG1707
 BG1707                          STATION RECOVERY (1968)
 BG1707
 BG1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BG1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0066 ***********************************************************************
 BD0066  DESIGNATION -  A 164
 BD0066  PID         -  BD0066
 BD0066  STATE/COUNTY-  FL/MADISON
 BD0066  USGS QUAD   -  HAMBURG (1993)
 BD0066
 BD0066                         *CURRENT SURVEY CONTROL
 BD0066  ___________________________________________________________________
 BD0066* NAD 83(1986)-  30 34 06.     (N)    083 35 31.     (W)     SCALED    
 BD0066* NAVD 88     -        31.530  (meters)     103.44   (feet)  ADJUSTED  
 BD0066  ___________________________________________________________________
 BD0066  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BD0066  DYNAMIC HT  -          31.489 (meters)     103.31  (feet)  COMP
 BD0066  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BD0066
 BD0066  VERT ORDER  -  FIRST     CLASS II
 BD0066
 BD0066.The horizontal coordinates were scaled from a topographic map and have
 BD0066.an estimated accuracy of +/- 6 seconds.
 BD0066
 BD0066.The orthometric height was determined by differential leveling
 BD0066.and adjusted by the National Geodetic Survey in June 1991..
 BD0066
 BD0066.The geoid height was determined by GEOID03.
 BD0066
 BD0066.The dynamic height is computed by dividing the NAVD 88
 BD0066.geopotential number by the normal gravity value computed on the
 BD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0066.degrees latitude (g = 980.6199 gals.).
 BD0066
 BD0066.The modeled gravity was interpolated from observed gravity values.
 BD0066
 BD0066;                    North         East    Units  Estimated Accuracy
 BD0066;SPC FL N     -   174,200.      687,110.      MT  (+/- 180 meters Scaled)
 BD0066
 BD0066                          SUPERSEDED SURVEY CONTROL
 BD0066
 BD0066  NGVD 29 (??/??/92)   31.744  (m)          104.15   (f) ADJ UNCH    1 2
 BD0066
 BD0066.Superseded values are not recommended for survey control.
 BD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0066.See file dsdata.txt to determine how the superseded data were derived.
 BD0066
 BD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP514846(NAD 83)
 BD0066_MARKER: DB = BENCH MARK DISK
 BD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0066_STAMPING: A 164 1957
 BD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0066+STABILITY: SURFACE MOTION
 BD0066
 BD0066  HISTORY     - Date     Condition        Report By
 BD0066  HISTORY     - 1957     MONUMENTED       CGS
 BD0066
 BD0066                          STATION DESCRIPTION
 BD0066
 BD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD0066'4.7 MI S FROM LOVETT.
 BD0066'ABOUT 4.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD
 BD0066'CROSSING AT LOVETT, ABOUT 533 YARDS NORTH OF MILE POST 44, 185
 BD0066'YARDS NORTH OF AN EAST-WEST ROAD CROSSING (BAILEYS CROSSING), 33
 BD0066'FEET WEST OF WEST RAIL OF MAIN TRACK, 46 FEET WEST AND ACROSS
 BD0066'MAIN TRACK FROM WEST RAIL OF SIDING, 105 FEET WEST AND AT ABOUT
 BD0066'RIGHT ANGLE ACROSS TRACKS FROM A POWER POLE, 115 FEET NORTHWEST
 BD0066'AND ACROSS TRACKS FROM A 70-INCH LIVE OAK TREE, 2 FEET NORTH OF
 BD0066'A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND
 BD0066'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0067 ***********************************************************************
 BD0067  DESIGNATION -  A 164 RESET 1975
 BD0067  PID         -  BD0067
 BD0067  STATE/COUNTY-  FL/MADISON
 BD0067  USGS QUAD   -  HAMBURG (1993)
 BD0067
 BD0067                         *CURRENT SURVEY CONTROL
 BD0067  ___________________________________________________________________
 BD0067* NAD 83(1986)-  30 34 05.     (N)    083 35 32.     (W)     SCALED    
 BD0067* NAVD 88     -        31.543  (meters)     103.49   (feet)  ADJUSTED  
 BD0067  ___________________________________________________________________
 BD0067  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BD0067  DYNAMIC HT  -          31.502 (meters)     103.35  (feet)  COMP
 BD0067  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BD0067
 BD0067  VERT ORDER  -  FIRST     CLASS I
 BD0067
 BD0067.The horizontal coordinates were scaled from a topographic map and have
 BD0067.an estimated accuracy of +/- 6 seconds.
 BD0067
 BD0067.The orthometric height was determined by differential leveling
 BD0067.and adjusted by the National Geodetic Survey in June 1991..
 BD0067
 BD0067.The geoid height was determined by GEOID03.
 BD0067
 BD0067.The dynamic height is computed by dividing the NAVD 88
 BD0067.geopotential number by the normal gravity value computed on the
 BD0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0067.degrees latitude (g = 980.6199 gals.).
 BD0067
 BD0067.The modeled gravity was interpolated from observed gravity values.
 BD0067
 BD0067;                    North         East    Units  Estimated Accuracy
 BD0067;SPC FL N     -   174,160.      687,080.      MT  (+/- 180 meters Scaled)
 BD0067
 BD0067                          SUPERSEDED SURVEY CONTROL
 BD0067
 BD0067.No superseded survey control is available for this station.
 BD0067
 BD0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP513845(NAD 83)
 BD0067_MARKER: DB = BENCH MARK DISK
 BD0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0067+STABILITY: SURFACE MOTION
 BD0067
 BD0067  HISTORY     - Date     Condition        Report By
 BD0067  HISTORY     - UNK      MONUMENTED       CGS
 BD0067  HISTORY     - 1975     GOOD             NGS
 BD0067
 BD0067                          STATION DESCRIPTION
 BD0067
 BD0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD0067'4.7 MI S FROM LOVETT.
 BD0067'4.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD CROSSING
 BD0067'AT LOVETT, ABOUT 553 YDS. NORTH OF MILE POST 44, 185 YDS. NORTH OF
 BD0067'AN EAST-WEST ROAD CROSSING (BAILEYS CROSSING), 10.8 FT. EAST
 BD0067'OF CENTERLINE OF DIRT ROAD RUNNING BESIDE THE TRACKS, 33.3 FT
 BD0067'WEST OF WEST RAIL, 115.00 FT WEST AND ACROSS TRACKS FROM 70 IN.
 BD0067'OAK TREE, 3.5 FT. NORTHWEST OF A WOODEN WITNESS POST AND ON THE
 BD0067'TOP OF A 4 FT. COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 BD0067'PLATE.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE
 BD0067'POST PROJECTING 0.2 FT. ABOVE THE GROUND.  SECTION 14, T 2N,
 BD0067'R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0257 ***********************************************************************
 BG0257  DESIGNATION -  A 165
 BG0257  PID         -  BG0257
 BG0257  STATE/COUNTY-  FL/SANTA ROSA
 BG0257  USGS QUAD   -  MILTON SOUTH (1987)
 BG0257
 BG0257                         *CURRENT SURVEY CONTROL
 BG0257  ___________________________________________________________________
 BG0257* NAD 83(1986)-  30 34 37.     (N)    087 04 20.     (W)     SCALED    
 BG0257* NAVD 88     -        24.860  (meters)      81.56   (feet)  ADJUSTED  
 BG0257  ___________________________________________________________________
 BG0257  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG0257  DYNAMIC HT  -          24.828 (meters)      81.46  (feet)  COMP
 BG0257  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 BG0257
 BG0257  VERT ORDER  -  FIRST     CLASS I
 BG0257
 BG0257.The horizontal coordinates were scaled from a topographic map and have
 BG0257.an estimated accuracy of +/- 6 seconds.
 BG0257
 BG0257.The orthometric height was determined by differential leveling
 BG0257.and adjusted by the National Geodetic Survey in June 1991..
 BG0257
 BG0257.The geoid height was determined by GEOID03.
 BG0257
 BG0257.The dynamic height is computed by dividing the NAVD 88
 BG0257.geopotential number by the normal gravity value computed on the
 BG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0257.degrees latitude (g = 980.6199 gals.).
 BG0257
 BG0257.The modeled gravity was interpolated from observed gravity values.
 BG0257
 BG0257;                    North         East    Units  Estimated Accuracy
 BG0257;SPC FL N     -   177,590.      353,290.      MT  (+/- 180 meters Scaled)
 BG0257
 BG0257                          SUPERSEDED SURVEY CONTROL
 BG0257
 BG0257  NGVD 29 (??/??/??)   24.808  (m)           81.39   (f) ADJUSTED    1 1
 BG0257
 BG0257.Superseded values are not recommended for survey control.
 BG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0257.See file dsdata.txt to determine how the superseded data were derived.
 BG0257
 BG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU930827(NAD 83)
 BG0257_MARKER: DB = BENCH MARK DISK
 BG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0257_STAMPING: A 165 1955
 BG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0257+STABILITY: SURFACE MOTION
 BG0257
 BG0257  HISTORY     - Date     Condition        Report By
 BG0257  HISTORY     - 1955     MONUMENTED       CGS
 BG0257  HISTORY     - 1968     GOOD             NGS
 BG0257  HISTORY     - 1974     MARK NOT FOUND   USGS
 BG0257
 BG0257                          STATION DESCRIPTION
 BG0257
 BG0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0257'3.4 MI SW FROM MILTON.
 BG0257'3.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0257'FROM THE STATION AT MILTON, 724.0 FEET WEST ALONG A SAND ROAD
 BG0257'ON THE SOUTH SIDE OF THE ABANDONED U.S NAVY BAGDAD OLF AIRFIELD,
 BG0257'37.0 FEET EAST OF THE APPROXIMATE CENTER OF A DIM TRAIL LEADING
 BG0257'SOUTHWEST, 11.0 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 BG0257'SAND ROAD, 2.0 FEET NORTH OF THE SOUTH BOUNDARY FENCE LINE,
 BG0257'1.0 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 BG0257'A CONCRETE POST ABOUT 1-INCH BELOW THE SURFACE OF THE GROUND.
 BG0257'SEC 20, T 1 N, R 28 W
 BG0257
 BG0257                          STATION RECOVERY (1974)
 BG0257
 BG0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BG0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1793 ***********************************************************************
 AR1793  DESIGNATION -  A 165
 AR1793  PID         -  AR1793
 AR1793  STATE/COUNTY-  FL/ALACHUA
 AR1793  USGS QUAD   -  WORTHINGTON SPRINGS (1966)
 AR1793
 AR1793                         *CURRENT SURVEY CONTROL
 AR1793  ___________________________________________________________________
 AR1793* NAD 83(1999)-  29 54 57.07642(N)    082 25 33.97253(W)     ADJUSTED  
 AR1793* NAVD 88     -        23.7    (meters)      78.     (feet)  VERTCON   
 AR1793  ___________________________________________________________________
 AR1793  X           -     729,264.112 (meters)                     COMP
 AR1793  Y           -  -5,484,639.850 (meters)                     COMP
 AR1793  Z           -   3,162,290.087 (meters)                     COMP
 AR1793  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AR1793  ELLIP HEIGHT-          -4.47  (meters)          (06/12/02) GPS OBS
 AR1793  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AR1793
 AR1793  HORZ ORDER  -  SECOND
 AR1793  ELLP ORDER  -  FOURTH    CLASS I
 AR1793
 AR1793.The horizontal coordinates were established by GPS observations
 AR1793.and adjusted by the National Geodetic Survey in June 2002..
 AR1793
 AR1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1793
 AR1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1793
 AR1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1793
 AR1793.The ellipsoidal height was determined by GPS observations
 AR1793.and is referenced to NAD 83.
 AR1793
 AR1793.The geoid height was determined by GEOID03.
 AR1793
 AR1793;                    North         East     Units Scale Factor Converg.
 AR1793;SPC FL N     -   103,341.259   800,251.706   MT  0.99995800   +1 02 31.9
 AR1793;SPC FL N     -   339,045.45  2,625,492.47   sFT  0.99995800   +1 02 31.9
 AR1793;UTM  17      - 3,310,315.990   362,332.533   MT  0.99983383   -0 42 40.9
 AR1793
 AR1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1793!SPC FL N     -   1.00000070  x   0.99995800  =   0.99995870
 AR1793!UTM  17      -   1.00000070  x   0.99983383  =   0.99983453
 AR1793
 AR1793                          SUPERSEDED SURVEY CONTROL
 AR1793
 AR1793  NAD 83(1990)-  29 54 57.07484(N)    082 25 33.97146(W) AD(       ) 2
 AR1793  ELLIP H (05/01/91)   -4.40   (m)                       GP(       ) 4 1
 AR1793  NAD 83(1986)-  29 54 57.08255(N)    082 25 33.97511(W) AD(       ) 2
 AR1793  NGVD 29 (11/17/89)   23.9    (m)           78.     (f) GPS OBS        
 AR1793
 AR1793.Superseded values are not recommended for survey control.
 AR1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1793.See file dsdata.txt to determine how the superseded data were derived.
 AR1793
 AR1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6233310316(NAD 83)
 AR1793_MARKER: DD = SURVEY DISK
 AR1793_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1793_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1793_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1793+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1793
 AR1793  HISTORY     - Date     Condition        Report By
 AR1793  HISTORY     - 1988     MONUMENTED       PMC
 AR1793
 AR1793                          STATION DESCRIPTION
 AR1793
 AR1793'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1793'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI)
 AR1793'NORTH-NORTHWEST OF GAINESVILLE.
 AR1793'OWNERSHIP--ACR 239 R/W (OR SR 121 R/W).
 AR1793'
 AR1793'TO REACH THE STATION FROM THE BRIDGE OVER THE SANTA FE RIVER ON
 AR1793'SR 121, GO SOUTH FOR 0.6 KM (0.4 MI) ON SR 121 TO THE INTERSECTION
 AR1793'WITH ACR 239 AND THE STATION ON THE LEFT.  THE STATION IS
 AR1793'71.9 METERS (236 FT) SOUTH OF THE CENTERLINE-CENTERLINE
 AR1793'INTERSECTION OF SR 121 AND ACR 239,  EAST 12.2 METERS (40 FT) OF
 AR1793'SR 121 CENTERLINE, SOUTHWEST 13.4 METERS (44 FT) OF A POWER POLE,
 AR1793'AND NORTHWEST 13.4 METERS (44 FT) OF A ANOTHER POWER POLE.
 AR1793'
 AR1793'THE STATION IS A STANDARD AC GIS DISK
 AR1793'STAMPED---STATION A165---,
 AR1793'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1793'13.27 METERS (43.53 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1793'IN POWER POLE,
 AR1793'13.37 METERS (43.87 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1793'IN POWER POLE,
 AR1793'16.50 METERS (54.14 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1793'IN SR 121,
 AR1793'13.88 METERS (45.53 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1793'IN SR 121,
 AR1793'1.2 METERS (4 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1793'
 AR1793'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1793'STAMPED---AZIMUTH A166---,
 AR1793'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1793'21.92 METERS (71.90 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1793'IN SR 121,
 AR1793'24.60 METERS (80.71 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1793'IN SR 121,
 AR1793'8.89 METERS (29.16 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1793'10 IN WATER OAK,
 AR1793'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1793'TO REACH THE AZIMUTH FROM THE STATION,
 AR1793'GO SOUTH FOR 0.6 KM (0.4 MI) ON SR 121  TO THE AZIMUTH IN THE CURVE.
 AR1793'THE AZIMUTH MARK IS EAST 18.6 METERS (61 FT) THE CENTERLINE, NORTH
 AR1793'15.9 METERS (52 FT) OF A TELEPHONE PEDESTAL NO 2331 194 001, AND
 AR1793'NORTH 54.9 METERS (180 FT) OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0258 ***********************************************************************
 BE0258  DESIGNATION -  A 166
 BE0258  PID         -  BE0258
 BE0258  STATE/COUNTY-  FL/JACKSON
 BE0258  USGS QUAD   -  COTTONDALE EAST (1994)
 BE0258
 BE0258                         *CURRENT SURVEY CONTROL
 BE0258  ___________________________________________________________________
 BE0258* NAD 83(1986)-  30 47 30.     (N)    085 17 15.     (W)     SCALED    
 BE0258* NAVD 88     -        46.532  (meters)     152.66   (feet)  ADJUSTED  
 BE0258  ___________________________________________________________________
 BE0258  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BE0258  DYNAMIC HT  -          46.472 (meters)     152.47  (feet)  COMP
 BE0258  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 BE0258
 BE0258  VERT ORDER  -  FIRST     CLASS II
 BE0258
 BE0258.The horizontal coordinates were scaled from a topographic map and have
 BE0258.an estimated accuracy of +/- 6 seconds.
 BE0258
 BE0258.The orthometric height was determined by differential leveling
 BE0258.and adjusted by the National Geodetic Survey in June 1991..
 BE0258
 BE0258.The geoid height was determined by GEOID03.
 BE0258
 BE0258.The dynamic height is computed by dividing the NAVD 88
 BE0258.geopotential number by the normal gravity value computed on the
 BE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0258.degrees latitude (g = 980.6199 gals.).
 BE0258
 BE0258.The modeled gravity was interpolated from observed gravity values.
 BE0258
 BE0258;                    North         East    Units  Estimated Accuracy
 BE0258;SPC FL N     -   198,870.      524,630.      MT  (+/- 180 meters Scaled)
 BE0258
 BE0258                          SUPERSEDED SURVEY CONTROL
 BE0258
 BE0258  NGVD 29 (??/??/92)   46.654  (m)          153.06   (f) ADJ UNCH    1 2
 BE0258
 BE0258.Superseded values are not recommended for survey control.
 BE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0258.See file dsdata.txt to determine how the superseded data were derived.
 BE0258
 BE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV638077(NAD 83)
 BE0258_MARKER: DB = BENCH MARK DISK
 BE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0258_STAMPING: A 166 1955
 BE0258_MARK LOGO: CGS   
 BE0258_PROJECTION: PROJECTING 7 CENTIMETERS
 BE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0258+STABILITY: SURFACE MOTION
 BE0258
 BE0258  HISTORY     - Date     Condition        Report By
 BE0258  HISTORY     - 1955     MONUMENTED       CGS
 BE0258  HISTORY     - 1978     GOOD             FLDT
 BE0258  HISTORY     - 1981     GOOD             NGS
 BE0258  HISTORY     - 19910423 POOR             USPSQD
 BE0258  HISTORY     - 20010331 POOR             NGS
 BE0258
 BE0258                          STATION DESCRIPTION
 BE0258
 BE0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BE0258'3.8 MI W FROM MARIANNA.
 BE0258'ABOUT 3.85 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BE0258'FROM THE STATION AT MARIANNA, ABOUT 140 YARDS WEST OF MILE POST
 BE0258'782, AT A ROAD CROSSING, 48 FEET NORTH OF NORTH RAIL, 82 1/2
 BE0258'FEET NORTHEAST OF CENTER OF ROAD CROSSING, 1 FOOT NORTH OF A
 BE0258'FENCE LINE, 8 1/2 FEET EAST OF A FENCE CORNER, 47 1/2 FEET
 BE0258'NORTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A WHITE
 BE0258'WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET
 BE0258'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0258
 BE0258                          STATION RECOVERY (1978)
 BE0258
 BE0258'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 BE0258'RECOVERED IN GOOD CONDITION.
 BE0258
 BE0258                          STATION RECOVERY (1981)
 BE0258
 BE0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0258'5.9 KILOMETERS (3.65 MILES) WEST ALONG US HIGHWAY 90 FROM THE POST
 BE0258'OFFICE IN MARIANNA, THENCE 0.8 KILOMETER (0.5 MILE) NORTH ALONG A
 BE0258'SAND ROAD TO THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 BE0258'AND THE MARK ON THE RIGHT, IN THE NORTHEAST ANGLE OF THE CROSSING,
 BE0258'14.63 METERS (48 FEET) NORTH OF THE NORTH RAIL OF THE TRACK, 13.41
 BE0258'METERS (44 FEET) EAST OF THE CENTER OF THE ROAD, 10.82 METERS (33.5
 BE0258'FEET) NORTHEAST OF A POWER POLE WITH LINES RUNNING DOWN TO A RAILROAD
 BE0258'TELEPHONE BOX.
 BE0258'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BE0258'THE MARK IS 4.57 M BELOW TRACKS.
 BE0258
 BE0258                          STATION RECOVERY (1991)
 BE0258
 BE0258'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0258'MARK RECOVERED IN POOR CONDITION.
 BE0258
 BE0258                          STATION RECOVERY (2001)
 BE0258
 BE0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0258'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1794 ***********************************************************************
 AR1794  DESIGNATION -  A 167
 AR1794  PID         -  AR1794
 AR1794  STATE/COUNTY-  FL/ALACHUA
 AR1794  USGS QUAD   -  ARCHER (1993)
 AR1794
 AR1794                         *CURRENT SURVEY CONTROL
 AR1794  ___________________________________________________________________
 AR1794* NAD 83(1999)-  29 36 49.21968(N)    082 30 26.87966(W)     ADJUSTED  
 AR1794* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 AR1794  ___________________________________________________________________
 AR1794  X           -     723,643.635 (meters)                     COMP
 AR1794  Y           -  -5,502,159.731 (meters)                     COMP
 AR1794  Z           -   3,133,214.459 (meters)                     COMP
 AR1794  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AR1794  ELLIP HEIGHT-          -1.18  (meters)          (06/12/02) GPS OBS
 AR1794  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AR1794
 AR1794  HORZ ORDER  -  SECOND
 AR1794  ELLP ORDER  -  FOURTH    CLASS I
 AR1794
 AR1794.The horizontal coordinates were established by GPS observations
 AR1794.and adjusted by the National Geodetic Survey in June 2002..
 AR1794
 AR1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1794
 AR1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1794
 AR1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1794
 AR1794.The ellipsoidal height was determined by GPS observations
 AR1794.and is referenced to NAD 83.
 AR1794
 AR1794.The geoid height was determined by GEOID03.
 AR1794
 AR1794;                    North         East     Units Scale Factor Converg.
 AR1794;SPC FL N     -    69,710.677   792,981.587   MT  0.99999479   +1 00 04.7
 AR1794;SPC FL N     -   228,709.11  2,601,640.42   sFT  0.99999479   +1 00 04.7
 AR1794;UTM  17      - 3,276,927.316   354,039.819   MT  0.99986287   -0 44 42.2
 AR1794
 AR1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1794!SPC FL N     -   1.00000019  x   0.99999479  =   0.99999498
 AR1794!UTM  17      -   1.00000019  x   0.99986287  =   0.99986306
 AR1794
 AR1794                          SUPERSEDED SURVEY CONTROL
 AR1794
 AR1794  NAD 83(1990)-  29 36 49.21845(N)    082 30 26.87945(W) AD(       ) 2
 AR1794  ELLIP H (05/01/91)   -1.14   (m)                       GP(       ) 4 1
 AR1794  NAD 83(1986)-  29 36 49.22674(N)    082 30 26.88613(W) AD(       ) 2
 AR1794  NGVD 29 (11/17/89)   27.1    (m)           89.     (f) GPS OBS        
 AR1794
 AR1794.Superseded values are not recommended for survey control.
 AR1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1794.See file dsdata.txt to determine how the superseded data were derived.
 AR1794
 AR1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5404076927(NAD 83)
 AR1794_MARKER: DD = SURVEY DISK
 AR1794_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1794_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1794_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1794+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1998
 AR1794
 AR1794  HISTORY     - Date     Condition        Report By
 AR1794  HISTORY     - 1988     MONUMENTED       PMC
 AR1794  HISTORY     - 19981116 GOOD             UFL
 AR1794
 AR1794                          STATION DESCRIPTION
 AR1794
 AR1794'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1794'THE STATION IS LOCATED ABOUT 17.1 KM (10.6 MI)
 AR1794'WEST-SOUTHWEST OF GAINESVILLE.
 AR1794'OWNERSHIP-PRIVATE.
 AR1794'
 AR1794'TO REACH THE STATION FROM SR 26 AND THE I75 OVERPASS, GO
 AR1794'WEST FOR 10.1 KM (6.3 MI) ON SR 26 TO ACR 241,
 AR1794'TURN LEFT AND GO SOUTH FOR 4.5 KM (2.8 MI) ON ACR 241 TO A T-ROAD
 AR1794'LEFT,
 AR1794'TURN LEFT AND GO EAST FOR 1.6 KM (1 MI) ON DIRT ROAD TO THE STATION
 AR1794'ON THE RIGHT.  THE STATION IS 24.1 METERS (79 FT) SOUTH OF A FENCE
 AR1794'CORNER, 0.3 METERS (1 FT) EAST OF A NORTH-SOUTH FENCE LINE, AND
 AR1794'37.8 METERS (124 FT) SOUTHWEST OF A POWER POLE.
 AR1794'
 AR1794'THE STATION IS A STANDARD AC GIS DISK
 AR1794'STAMPED---STATION A167---,
 AR1794'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1794'2.70 METERS (8.85 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1794'2.92 METERS (9.58 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1794'3.32 METERS (10.90 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1794'3.58 METERS (11.76 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1794'0.3 METERS (1 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1794'
 AR1794'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1794'STAMPED---AZIMUTH A168---,
 AR1794'SET INTO THE GROUND 37 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1794'2.84 METERS (9.32 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1794'1.73 METERS (5.69 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1794'IN POWER POLE,
 AR1794'12.24 METERS (40.15 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1794'10 IN OAK,
 AR1794'12.82 METERS (42.07 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1794'IN 10 IN PECAN,
 AR1794'0.2 METERS (0.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1794'TO REACH THE AZIMUTH FROM THE STATION,
 AR1794'GO NORTH FOR 0.6 KM (0.4 MI) ON TO THE MARK.  THE AZIMUTH MARK IS
 AR1794'75.3 METERS (247 FT) NORTH OF A POWER POLE IN FRONT OF A TWO-STORY
 AR1794'LOG CABIN, AND 1.8 METERS (6 FT) SOUTH OF THE NEXT NORTHERLY POWER
 AR1794'POLE.
 AR1794
 AR1794                          STATION RECOVERY (1998)
 AR1794
 AR1794'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 1998 (CMM)
 AR1794'PRIMARY MARK AND AZIMUTH MARK OBSERVED FOR CARY MELVIN'S SENIOR
 AR1794'PROJECT 'ASTRONOMIC AZIMUTH, AZIMUTH BY HOUR ANGLE OF POLARIS,
 AR1794'DIRECTION METHOD', DATED DECEMBER 7, 1998. SAID SENIOR PROJECT IS
 AR1794'FILED AT THE UNIVERSITY OF FLORIDA, GEOMATICS DEPARTMENT AT REED LAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0498 ***********************************************************************
 BG0498  DESIGNATION -  A 168
 BG0498  PID         -  BG0498
 BG0498  STATE/COUNTY-  FL/SANTA ROSA
 BG0498  USGS QUAD   -  HAROLD (1994)
 BG0498
 BG0498                         *CURRENT SURVEY CONTROL
 BG0498  ___________________________________________________________________
 BG0498* NAD 83(1986)-  30 39 33.     (N)    086 52 46.     (W)     SCALED    
 BG0498* NAVD 88     -        45.328  (meters)     148.71   (feet)  ADJUSTED  
 BG0498  ___________________________________________________________________
 BG0498  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0498  DYNAMIC HT  -          45.270 (meters)     148.52  (feet)  COMP
 BG0498  MODELED GRAV-     979,370.4   (mgal)                       NAVD 88
 BG0498
 BG0498  VERT ORDER  -  FIRST     CLASS I
 BG0498
 BG0498.The horizontal coordinates were scaled from a topographic map and have
 BG0498.an estimated accuracy of +/- 6 seconds.
 BG0498
 BG0498.The orthometric height was determined by differential leveling
 BG0498.and adjusted by the National Geodetic Survey in June 1991..
 BG0498.WARNING-Repeat measurements at this control monument indicate possible
 BG0498.vertical movement.
 BG0498
 BG0498.The geoid height was determined by GEOID03.
 BG0498
 BG0498.The dynamic height is computed by dividing the NAVD 88
 BG0498.geopotential number by the normal gravity value computed on the
 BG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0498.degrees latitude (g = 980.6199 gals.).
 BG0498
 BG0498.The modeled gravity was interpolated from observed gravity values.
 BG0498
 BG0498;                    North         East    Units  Estimated Accuracy
 BG0498;SPC FL N     -   186,300.      371,970.      MT  (+/- 180 meters Scaled)
 BG0498
 BG0498                          SUPERSEDED SURVEY CONTROL
 BG0498
 BG0498  NGVD 29 (??/??/92)   45.410  (m)          148.98   (f) ADJ UNCH    1 1
 BG0498
 BG0498.Superseded values are not recommended for survey control.
 BG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0498.See file dsdata.txt to determine how the superseded data were derived.
 BG0498
 BG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU115918(NAD 83)
 BG0498_MARKER: DB = BENCH MARK DISK
 BG0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0498_STAMPING: A 168 1955
 BG0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0498+STABILITY: SURFACE MOTION
 BG0498
 BG0498  HISTORY     - Date     Condition        Report By
 BG0498  HISTORY     - 1955     MONUMENTED       CGS
 BG0498  HISTORY     - 1967     GOOD             NGS
 BG0498  HISTORY     - 1974     GOOD             FLDT
 BG0498  HISTORY     - 1982     GOOD             LOCENG
 BG0498  HISTORY     - 1990     GOOD             USPSQD
 BG0498
 BG0498                          STATION DESCRIPTION
 BG0498
 BG0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG0498'8.9 MI E FROM MILTON.
 BG0498'ABOUT 8.9 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0498'FROM THE U.S. HIGHWAY 90 OVERPASS AT MILTON, IN SECTION 19,
 BG0498'R 26 W, T 2 N, AT THE SMALL VILLAGE OF HAROLD, ABOUT 0.1 MILE
 BG0498'NORTHEAST OF MILEPOST 680, 158 FEET EAST OF THE CENTER OF A
 BG0498'ROAD CROSSING THE MAIN TRACK, 64 FEET NORTHWEST OF THE CENTER
 BG0498'LINE OF U.S. HIGHWAY 90, 40 FEET NORTHWEST OF THE NORTHWEST END
 BG0498'OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 23.6 FEET SOUTHEAST
 BG0498'OF THE SOUTHEAST RAIL, 40 FEET SOUTHWEST OF A 12-INCH HICKORY
 BG0498'TREE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 BG0498'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BG0498'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  MARK MAY ALSO
 BG0498'BE REACHED BY GOING 8.8 MILES SOUTHWEST OF THE FLAG STATION AT
 BG0498'HOLT.
 BG0498
 BG0498                          STATION RECOVERY (1974)
 BG0498
 BG0498'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BG0498'RECOVERED IN GOOD CONDITION.
 BG0498
 BG0498                          STATION RECOVERY (1982)
 BG0498
 BG0498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 BG0498'RECOVERED IN GOOD CONDITION.
 BG0498
 BG0498                          STATION RECOVERY (1990)
 BG0498
 BG0498'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2615 ***********************************************************************
 BG2615  DESIGNATION -  A 169
 BG2615  PID         -  BG2615
 BG2615  STATE/COUNTY-  FL/OKALOOSA
 BG2615  USGS QUAD   -  CRESTVIEW SOUTH (1994)
 BG2615
 BG2615                         *CURRENT SURVEY CONTROL
 BG2615  ___________________________________________________________________
 BG2615* NAD 83(1986)-  30 44 12.     (N)    086 30 08.     (W)     SCALED    
 BG2615* NAVD 88     -        44.729  (meters)     146.75   (feet)  ADJUSTED  
 BG2615  ___________________________________________________________________
 BG2615  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG2615  DYNAMIC HT  -          44.672 (meters)     146.56  (feet)  COMP
 BG2615  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 BG2615
 BG2615  VERT ORDER  -  FIRST     CLASS II
 BG2615
 BG2615.The horizontal coordinates were scaled from a topographic map and have
 BG2615.an estimated accuracy of +/- 6 seconds.
 BG2615
 BG2615.The orthometric height was determined by differential leveling
 BG2615.and adjusted by the National Geodetic Survey in June 1991..
 BG2615
 BG2615.The geoid height was determined by GEOID03.
 BG2615
 BG2615.The dynamic height is computed by dividing the NAVD 88
 BG2615.geopotential number by the normal gravity value computed on the
 BG2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2615.degrees latitude (g = 980.6199 gals.).
 BG2615
 BG2615.The modeled gravity was interpolated from observed gravity values.
 BG2615
 BG2615;                    North         East    Units  Estimated Accuracy
 BG2615;SPC FL N     -   194,190.      408,270.      MT  (+/- 180 meters Scaled)
 BG2615
 BG2615                          SUPERSEDED SURVEY CONTROL
 BG2615
 BG2615  NGVD 29 (??/??/92)   44.816  (m)          147.03   (f) ADJ UNCH    1 2
 BG2615
 BG2615.Superseded values are not recommended for survey control.
 BG2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2615.See file dsdata.txt to determine how the superseded data were derived.
 BG2615
 BG2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV476005(NAD 83)
 BG2615_MARKER: DB = BENCH MARK DISK
 BG2615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BG2615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BG2615_STAMPING: A 169 1955
 BG2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2615
 BG2615  HISTORY     - Date     Condition        Report By
 BG2615  HISTORY     - 1955     MONUMENTED       CGS
 BG2615  HISTORY     - 1965     GOOD             NGS
 BG2615
 BG2615                          STATION DESCRIPTION
 BG2615
 BG2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG2615'4.5 MI E FROM CRESTVIEW.
 BG2615'4.5 MILES EASTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BG2615'STATION AT CRESTVIEW, ABOUT 257 YARDS E OF NO. 705 R.R. MILEPOST,
 BG2615'ABOUT 325 YARDS E OF E END OF CURVE, AT W END OF A CUT, 46 FEET
 BG2615'N OF N RAIL, 2.2 FEET HIGHER THAN TOP OF SAME, 19 FEET NNW OF
 BG2615'NO. 67 TELEPHONE POLE, 1 FOOT S OF A FENCE, 2.0 FEET W OF STEEL
 BG2615'WITNESS POST, STANDARD DISK IS BRAZED TO TOP OF 3-INCH IRON
 BG2615'PIPE THAT PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1795 ***********************************************************************
 AR1795  DESIGNATION -  A 169
 AR1795  PID         -  AR1795
 AR1795  STATE/COUNTY-  FL/ALACHUA
 AR1795  USGS QUAD   -  ARCHER (1993)
 AR1795
 AR1795                         *CURRENT SURVEY CONTROL
 AR1795  ___________________________________________________________________
 AR1795* NAD 83(1999)-  29 33 58.60780(N)    082 30 44.10197(W)     ADJUSTED  
 AR1795* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 AR1795  ___________________________________________________________________
 AR1795  X           -     723,522.161 (meters)                     COMP
 AR1795  Y           -  -5,504,791.272 (meters)                     COMP
 AR1795  Z           -   3,128,645.949 (meters)                     COMP
 AR1795  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AR1795  ELLIP HEIGHT-          -2.02  (meters)          (06/12/02) GPS OBS
 AR1795  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1795
 AR1795  HORZ ORDER  -  SECOND
 AR1795  ELLP ORDER  -  FOURTH    CLASS I
 AR1795
 AR1795.The horizontal coordinates were established by GPS observations
 AR1795.and adjusted by the National Geodetic Survey in June 2002..
 AR1795
 AR1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1795
 AR1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1795
 AR1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1795
 AR1795.The ellipsoidal height was determined by GPS observations
 AR1795.and is referenced to NAD 83.
 AR1795
 AR1795.The geoid height was determined by GEOID03.
 AR1795
 AR1795;                    North         East     Units Scale Factor Converg.
 AR1795;SPC FL N     -    64,450.180   792,609.874   MT  1.00000305   +0 59 56.0
 AR1795;SPC FL N     -   211,450.30  2,600,420.89   sFT  1.00000305   +0 59 56.0
 AR1795;UTM  17      - 3,271,681.294   353,508.090   MT  0.99986479   -0 44 46.8
 AR1795
 AR1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1795!SPC FL N     -   1.00000032  x   1.00000305  =   1.00000337
 AR1795!UTM  17      -   1.00000032  x   0.99986479  =   0.99986511
 AR1795
 AR1795                          SUPERSEDED SURVEY CONTROL
 AR1795
 AR1795  NAD 83(1990)-  29 33 58.60674(N)    082 30 44.10192(W) AD(       ) 2
 AR1795  ELLIP H (05/01/91)   -1.99   (m)                       GP(       ) 4 1
 AR1795  NAD 83(1986)-  29 33 58.61535(N)    082 30 44.11107(W) AD(       ) 2
 AR1795  NGVD 29 (11/17/89)   26.1    (m)           86.     (f) GPS OBS        
 AR1795
 AR1795.Superseded values are not recommended for survey control.
 AR1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1795.See file dsdata.txt to determine how the superseded data were derived.
 AR1795
 AR1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5350871681(NAD 83)
 AR1795_MARKER: DD = SURVEY DISK
 AR1795_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1795_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1795_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1795+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1795
 AR1795  HISTORY     - Date     Condition        Report By
 AR1795  HISTORY     - 1988     MONUMENTED       PMC
 AR1795
 AR1795                          STATION DESCRIPTION
 AR1795
 AR1795'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1795'THE STATION IS LOCATED ABOUT 19.6 KM (12.2 MI)
 AR1795'SOUTHWEST OF GAINESVILLE.
 AR1795'OWNERSHIP--SW 22 R/W.
 AR1795'
 AR1795'TO REACH THE STATION FROM THE INTERSECTION OF SR 24 AND U.S. 41,
 AR1795'27 IN ARCHER, GO NORTHWEST FOR 1.0 KM (0.6 MI) ON U.S. 41 TO ITS
 AR1795'INTERSECTION WITH ACR 241,
 AR1795'GO NORTH FOR 2.4 KM (1.5 MI) ON ACR 241 TO SW 22 (PECAN RD),
 AR1795'TURN RIGHT AND GO EAST FOR 1.1 KM (0.7 MI) ON SW 22 TO A 230 KV
 AR1795'OVERHEAD TRANSMISSION LINE AND THE STATION ON THE RIGHT.
 AR1795'THE STATION IS 11.6 METERS (38 FT) SOUTH OF SW 22, 3.7 METERS
 AR1795'(12 FT) WEST-SOUTHWEST OF A POWER POLE, 0.5 METERS (1.5 FT) NORTH
 AR1795'OF A FENCE LINE, AND SOUTH OF A FLORIDA POWER CORPORATION R/W
 AR1795'MARKER.
 AR1795'
 AR1795'THE STATION IS A STANDARD AC GIS DISK
 AR1795'STAMPED---STATION A169---,
 AR1795'SET INTO THE GROUND 16 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1795'25.18 METERS (82.60 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1795'IN 12 IN LAUREL OAK,
 AR1795'3.83 METERS (12.58 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1795'IN POWER POLE,
 AR1795'12.22 METERS (40.10 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1795'15.79 METERS (51.80 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1795'1.2 METERS (4 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1795'
 AR1795'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1795'STAMPED---AZIMUTH A170---,
 AR1795'SET INTO THE GROUND 33 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1795'41.77 METERS (137.05 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1795'SET IN POWER POLE,
 AR1795'12.42 METERS (40.76 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1795'IN POWER POLE,
 AR1795'12.74 METERS (41.79 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1795'TWIN 20 IN LIVE OAKS,
 AR1795'0.4 METERS (1.2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1795'TO REACH THE AZIMUTH FROM THE STATION,
 AR1795'GO EAST FOR 487.7 METERS (1600 FT) ON SW 22 TO THE END AND THE
 AR1795'AZIMUTH.  THE AZIMUTH MARK IS 12.5 METERS (41 FT) SOUTHEAST OF A
 AR1795'POWER POLE, 0.3 METERS (1 FT) WEST OF A NORTH-SOUTH FENCE LINE, AND
 AR1795'2.74 METERS (9 FT) NORTH OF A GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2343 ***********************************************************************
 AC2343  DESIGNATION -  A 17
 AC2343  PID         -  AC2343
 AC2343  STATE/COUNTY-  FL/MIAMI-DADE
 AC2343  USGS QUAD   -  NORTH MIAMI (1988)
 AC2343
 AC2343                         *CURRENT SURVEY CONTROL
 AC2343  ___________________________________________________________________
 AC2343* NAD 83(1986)-  25 53 11.     (N)    080 08 21.     (W)     SCALED    
 AC2343* NAVD 88     -         1.861  (meters)       6.11   (feet)  ADJUSTED  
 AC2343  ___________________________________________________________________
 AC2343  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AC2343  DYNAMIC HT  -           1.859 (meters)       6.10  (feet)  COMP
 AC2343  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AC2343
 AC2343  VERT ORDER  -  FIRST     CLASS I
 AC2343
 AC2343.The horizontal coordinates were scaled from a topographic map and have
 AC2343.an estimated accuracy of +/- 6 seconds.
 AC2343
 AC2343.The orthometric height was determined by differential leveling
 AC2343.and adjusted by the National Geodetic Survey in June 1991..
 AC2343.WARNING-Repeat measurements at this control monument indicate possible
 AC2343.vertical movement.
 AC2343
 AC2343.The geoid height was determined by GEOID03.
 AC2343
 AC2343.The dynamic height is computed by dividing the NAVD 88
 AC2343.geopotential number by the normal gravity value computed on the
 AC2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2343.degrees latitude (g = 980.6199 gals.).
 AC2343
 AC2343.The modeled gravity was interpolated from observed gravity values.
 AC2343
 AC2343;                    North         East    Units  Estimated Accuracy
 AC2343;SPC FL E     -   172,310.      286,260.      MT  (+/- 180 meters Scaled)
 AC2343
 AC2343                          SUPERSEDED SURVEY CONTROL
 AC2343
 AC2343  NGVD 29 (09/01/92)    2.334  (m)            7.66   (f) ADJUSTED    1 1
 AC2343
 AC2343.Superseded values are not recommended for survey control.
 AC2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2343.See file dsdata.txt to determine how the superseded data were derived.
 AC2343
 AC2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ862633(NAD 83)
 AC2343_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AC2343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2343_SP_SET: WALKWAY
 AC2343_STAMPING: A 17 DWC BM
 AC2343_MARK LOGO: FL-025
 AC2343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2343+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1993
 AC2343
 AC2343  HISTORY     - Date     Condition        Report By
 AC2343  HISTORY     - UNK      MONUMENTED       FL-025
 AC2343  HISTORY     - 1965     GOOD             NGS
 AC2343  HISTORY     - 19901213 GOOD             NGS
 AC2343  HISTORY     - 19930521 GOOD             NGS
 AC2343
 AC2343                          STATION DESCRIPTION
 AC2343
 AC2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC2343'AT BAY HARBOR ISLAND.
 AC2343'AT BAY HARBOR ISLAND, SET ON THE TOP OF THE EAST END OF THE
 AC2343'NORTH CONCRETE PEDESTERIAN WALKWAY OF THE BROAD CAUSEWAY OVER THE
 AC2343'INTRACOASTAL WATERWAY, 2 1/2 FEET NORTH OF THE NORTH CURB OF THE
 AC2343'CAUSEWAY, 1 FOOT WEST OF THE EAST END OF THE BRIDGE, 0.5 FOOT
 AC2343'SOUTH OF THE SOUTH FACE OF THE NORTH GUARD RAIL OF THE CAUSEWAY
 AC2343'AND 1/2 FOOT ABOVE THE LEVEL OF THE ROADWAY.
 AC2343
 AC2343                          STATION RECOVERY (1990)
 AC2343
 AC2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2343'2.5 KM (1.6 MI) EASTERLY ALONG STATE HIGHWAY 922 (NORTHEAST 123RD
 AC2343'STREET) FROM THE JUNCTION OF STATE HIGHWAY 1 (BISCAYNE BOULEVARD) IN
 AC2343'NORTH MIAMI, A 1-INCH BRASS PLUG IN THE EAST END OF THE NORTH
 AC2343'CONCRETE WALKWAY OF THE HIGHWAY BRIDGE SPANNING THE INTRACOASTAL
 AC2343'WATERWAY, 7.3 M (24.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.1 M (0.3
 AC2343'FT) EAST OF THE WEST END OF THE WALKWAY, 0.1 M (0.3 FT) SOUTH OF THE
 AC2343'NORTH CONCRETE GUARDRAIL, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE
 AC2343'HIGHWAY.
 AC2343
 AC2343                          STATION RECOVERY (1993)
 AC2343
 AC2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2343'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 922 (NORTHEAST 123RD
 AC2343'STREET) FROM THE JUNCTION OF STATE HIGHWAY 1 (BISCAYNE BOULEVARD) IN
 AC2343'NORTH MIAMI, A 1-INCH BRASS PLUG IN THE EAST END OF THE NORTH
 AC2343'CONCRETE WALKWAY OF THE HIGHWAY BRIDGE SPANNING THE INTRACOASTAL
 AC2343'WATERWAY, 7.3 M (24.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.1 M (0.3
 AC2343'FT) EAST OF THE WEST END OF THE WALKWAY, AND 0.1 M (0.3 FT) ABOVE THE
 AC2343'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2001 ***********************************************************************
 AK2001  DESIGNATION -  A 17
 AK2001  PID         -  AK2001
 AK2001  STATE/COUNTY-  FL/OSCEOLA
 AK2001  USGS QUAD   -  KISSIMMEE (1987)
 AK2001
 AK2001                         *CURRENT SURVEY CONTROL
 AK2001  ___________________________________________________________________
 AK2001* NAD 83(1986)-  28 20 05.     (N)    081 23 30.     (W)     SCALED    
 AK2001* NAVD 88     -        26.402  (meters)      86.62   (feet)  ADJUSTED  
 AK2001  ___________________________________________________________________
 AK2001  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AK2001  DYNAMIC HT  -          26.363 (meters)      86.49  (feet)  COMP
 AK2001  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 AK2001
 AK2001  VERT ORDER  -  FIRST     CLASS II
 AK2001
 AK2001.The horizontal coordinates were scaled from a topographic map and have
 AK2001.an estimated accuracy of +/- 6 seconds.
 AK2001
 AK2001.The orthometric height was determined by differential leveling
 AK2001.and adjusted by the National Geodetic Survey in June 1991..
 AK2001
 AK2001.The geoid height was determined by GEOID03.
 AK2001
 AK2001.The dynamic height is computed by dividing the NAVD 88
 AK2001.geopotential number by the normal gravity value computed on the
 AK2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2001.degrees latitude (g = 980.6199 gals.).
 AK2001
 AK2001.The modeled gravity was interpolated from observed gravity values.
 AK2001
 AK2001;                    North         East    Units  Estimated Accuracy
 AK2001;SPC FL E     -   443,360.      161,600.      MT  (+/- 180 meters Scaled)
 AK2001
 AK2001                          SUPERSEDED SURVEY CONTROL
 AK2001
 AK2001  NGVD 29 (??/??/92)   26.683  (m)           87.54   (f) ADJ UNCH    1 2
 AK2001
 AK2001.Superseded values are not recommended for survey control.
 AK2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2001.See file dsdata.txt to determine how the superseded data were derived.
 AK2001
 AK2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM616343(NAD 83)
 AK2001_MARKER: DB = BENCH MARK DISK
 AK2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2001_STAMPING: 87.542 A 17 1933
 AK2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2001+STABILITY: SURFACE MOTION
 AK2001
 AK2001  HISTORY     - Date     Condition        Report By
 AK2001  HISTORY     - 1933     MONUMENTED       CGS
 AK2001  HISTORY     - 1954     POOR             NGS
 AK2001
 AK2001                          STATION DESCRIPTION
 AK2001
 AK2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AK2001'3.2 MI NE FROM KISSIMMEE.
 AK2001'3.2 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AK2001'THE PASSENGER STATION AT KISSIMMEE, OSCEOLA COUNTY, ABOUT 765
 AK2001'FEET SOUTH OF MILEPOST 87 P, 52 FEET EAST OF A 4-FOOT WATER OAK,
 AK2001'36 FEET WEST OF THE WEST RAIL, 11 FEET EAST OF THE WEST RAILROAD
 AK2001'PROPERTY-LINE FENCE, AND 50 FEET NORTH OF TELEPHONE POLE 6545.
 AK2001'A STANDARD DISK, STAMPED 87.542 A 17 1933 AND SET IN THE TOP OF A
 AK2001'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- IT WAS
 AK2001'REPORTED IN MARCH 1954 THAT THE CONCRETE POST IS TILTED AT A
 AK2001'45-DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7798 ***********************************************************************
 AG7798  DESIGNATION -  A 17 12 81
 AG7798  PID         -  AG7798
 AG7798  STATE/COUNTY-  FL/LEE
 AG7798  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7798
 AG7798                         *CURRENT SURVEY CONTROL
 AG7798  ___________________________________________________________________
 AG7798* NAD 83(1986)-  26 43 51.     (N)    082 15 45.     (W)     SCALED    
 AG7798* NAVD 88     -         0.899  (meters)       2.95   (feet)  ADJUSTED  
 AG7798  ___________________________________________________________________
 AG7798  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AG7798  DYNAMIC HT  -           0.898 (meters)       2.95  (feet)  COMP
 AG7798  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 AG7798
 AG7798  VERT ORDER  -  SECOND    CLASS I
 AG7798
 AG7798.The horizontal coordinates were scaled from a topographic map and have
 AG7798.an estimated accuracy of +/- 6 seconds.
 AG7798
 AG7798.The orthometric height was determined by differential leveling
 AG7798.and adjusted by the National Geodetic Survey in June 1991..
 AG7798
 AG7798.The geoid height was determined by GEOID03.
 AG7798
 AG7798.The dynamic height is computed by dividing the NAVD 88
 AG7798.geopotential number by the normal gravity value computed on the
 AG7798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7798.degrees latitude (g = 980.6199 gals.).
 AG7798
 AG7798.The modeled gravity was interpolated from observed gravity values.
 AG7798
 AG7798;                    North         East    Units  Estimated Accuracy
 AG7798;SPC FL W     -   265,610.      173,890.      MT  (+/- 180 meters Scaled)
 AG7798
 AG7798                          SUPERSEDED SURVEY CONTROL
 AG7798
 AG7798.No superseded survey control is available for this station.
 AG7798
 AG7798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK744572(NAD 83)
 AG7798_MARKER: DE = TRAVERSE STATION DISK
 AG7798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7798_SP_SET: CONCRETE POST
 AG7798_STAMPING: A17 12 81
 AG7798_MARK LOGO: FLDNR 
 AG7798_PROJECTION: RECESSED 20 CENTIMETERS
 AG7798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7798+STABILITY: SURFACE MOTION
 AG7798
 AG7798  HISTORY     - Date     Condition        Report By
 AG7798  HISTORY     - 1981     MONUMENTED       FLDT
 AG7798  HISTORY     - 1984     GOOD             FLDNR
 AG7798  HISTORY     - 1990     GOOD             USPSQD
 AG7798  HISTORY     - 20020603 GOOD             USPSQD
 AG7798
 AG7798                          STATION DESCRIPTION
 AG7798
 AG7798'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7798'IN BOCA GRANDE.
 AG7798'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7798'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7798'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7798'JUNCTION OF GILCHRIST AVENUE, GO 1.5 MILES SOUTH ON GILCHRIST AVENUE
 AG7798'(BECOMES GULF BOULEVARD) TO THE MARK.  THE MARK BEARS 31 FEET
 AG7798'NORTH-NORTHEAST OF THE CENTERLINE OF AN ENTRANCE DRIVE, 32 FEET
 AG7798'WEST-NORTHWEST OF THE CENTERLINE OF GULF BOULEVARD, AND 42.5 FEET
 AG7798'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE.
 AG7798
 AG7798                          STATION RECOVERY (1990)
 AG7798
 AG7798'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7798'RECOVERED IN GOOD CONDITION.
 AG7798
 AG7798                          STATION RECOVERY (2002)
 AG7798
 AG7798'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1428 ***********************************************************************
 AR1428  DESIGNATION -  A 17 FLDNR
 AR1428  PID         -  AR1428
 AR1428  STATE/COUNTY-  FL/DIXIE
 AR1428  USGS QUAD   -  SUWANNEE (1993)
 AR1428
 AR1428                         *CURRENT SURVEY CONTROL
 AR1428  ___________________________________________________________________
 AR1428* NAD 83(1986)-  29 20 31.     (N)    083 07 57.     (W)     SCALED    
 AR1428* NAVD 88     -         0.694  (meters)       2.28   (feet)  ADJUSTED  
 AR1428  ___________________________________________________________________
 AR1428  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AR1428  DYNAMIC HT  -           0.693 (meters)       2.27  (feet)  COMP
 AR1428  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AR1428
 AR1428  VERT ORDER  -  SECOND    CLASS I
 AR1428
 AR1428.The horizontal coordinates were scaled from a topographic map and have
 AR1428.an estimated accuracy of +/- 6 seconds.
 AR1428
 AR1428.The orthometric height was determined by differential leveling
 AR1428.and adjusted by the National Geodetic Survey in June 1991..
 AR1428
 AR1428.The geoid height was determined by GEOID03.
 AR1428
 AR1428.The dynamic height is computed by dividing the NAVD 88
 AR1428.geopotential number by the normal gravity value computed on the
 AR1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1428.degrees latitude (g = 980.6199 gals.).
 AR1428
 AR1428.The modeled gravity was interpolated from observed gravity values.
 AR1428
 AR1428;                    North         East    Units  Estimated Accuracy
 AR1428;SPC FL N     -    38,700.      732,810.      MT  (+/- 180 meters Scaled)
 AR1428
 AR1428                          SUPERSEDED SURVEY CONTROL
 AR1428
 AR1428.No superseded survey control is available for this station.
 AR1428
 AR1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN929477(NAD 83)
 AR1428_MARKER: DB = BENCH MARK DISK
 AR1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1428_SP_SET: CONCRETE POST
 AR1428_STAMPING: DNR A17
 AR1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1428+STABILITY: SURFACE MOTION
 AR1428
 AR1428  HISTORY     - Date     Condition        Report By
 AR1428  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1428  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1428
 AR1428                          STATION DESCRIPTION
 AR1428
 AR1428'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1428'20 MI SW FROM OLD TOWN.
 AR1428'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1428'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1428'20.05 MILES. ABOUT 30.2 FEET N35W FROM CENTERLINE OF SR349 ABOUT
 AR1428'32.6 FEET S55W FROM AN 8 INCH CEDAR TREE. A 2.25 INCH DIAMETER BRASS
 AR1428'DNR LAKES BENCH MARK DISK WITH AN 18 INCH BY HALF INCH REBAR DRIVEN
 AR1428'INTO THE ADJACENT GROUND.
 AR1428
 AR1428                          STATION RECOVERY (1994)
 AR1428
 AR1428'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD3007 ***********************************************************************
 AD3007  DESIGNATION -  A 170
 AD3007  PID         -  AD3007
 AD3007  STATE/COUNTY-  FL/MARTIN
 AD3007  USGS QUAD   -  JUPITER (1983)
 AD3007
 AD3007                         *CURRENT SURVEY CONTROL
 AD3007  ___________________________________________________________________
 AD3007* NAD 83(1986)-  26 58 55.     (N)    080 05 56.     (W)     SCALED    
 AD3007* NAVD 88     -         3.485  (meters)      11.43   (feet)  ADJUSTED  
 AD3007  ___________________________________________________________________
 AD3007  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AD3007  DYNAMIC HT  -           3.480 (meters)      11.42  (feet)  COMP
 AD3007  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 AD3007
 AD3007  VERT ORDER  -  FIRST     CLASS I
 AD3007
 AD3007.The horizontal coordinates were scaled from a topographic map and have
 AD3007.an estimated accuracy of +/- 6 seconds.
 AD3007
 AD3007.The orthometric height was determined by differential leveling
 AD3007.and adjusted by the National Geodetic Survey in June 1991..
 AD3007
 AD3007.The geoid height was determined by GEOID03.
 AD3007
 AD3007.The dynamic height is computed by dividing the NAVD 88
 AD3007.geopotential number by the normal gravity value computed on the
 AD3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD3007.degrees latitude (g = 980.6199 gals.).
 AD3007
 AD3007.The modeled gravity was interpolated from observed gravity values.
 AD3007
 AD3007;                    North         East    Units  Estimated Accuracy
 AD3007;SPC FL E     -   293,720.      289,450.      MT  (+/- 180 meters Scaled)
 AD3007
 AD3007                          SUPERSEDED SURVEY CONTROL
 AD3007
 AD3007  NGVD 29 (??/??/92)    3.938  (m)           12.92   (f) ADJ UNCH    1 1
 AD3007
 AD3007.Superseded values are not recommended for survey control.
 AD3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD3007.See file dsdata.txt to determine how the superseded data were derived.
 AD3007
 AD3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK894847(NAD 83)
 AD3007_MARKER: DB = BENCH MARK DISK
 AD3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD3007_SP_SET: CONCRETE POST
 AD3007_STAMPING: A 170 1956
 AD3007_MARK LOGO: CGS   
 AD3007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD3007+STABILITY: SURFACE MOTION
 AD3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD3007+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AD3007
 AD3007  HISTORY     - Date     Condition        Report By
 AD3007  HISTORY     - 1956     MONUMENTED       CGS
 AD3007  HISTORY     - 1972     GOOD             NGS
 AD3007  HISTORY     - 1980     GOOD             FLDNR
 AD3007  HISTORY     - 19910122 GOOD             NGS
 AD3007  HISTORY     - 20010426 GOOD             GCYI
 AD3007
 AD3007                          STATION DESCRIPTION
 AD3007
 AD3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AD3007'3.3 MI N FROM JUPITER.
 AD3007'ABOUT 3.3 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD3007'THE FREIGHT STATION AT JUPITER, IN SECTION 24, R 42 E, T 40 S,
 AD3007'0.85 MILE NORTH OF THE COUNTY LINE ROAD, 90 FEET EAST OF AND
 AD3007'ACROSS THE TRACK FROM MILEPOST 280, 74 FEET SOUTHWEST OF THE
 AD3007'CENTER LINE OF A BLACK TOP ROAD PARALLELING THE TRACK, 36.5 FEET
 AD3007'EAST OF THE EAST RAIL, 37 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 AD3007'1 FOOT NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 AD3007'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AD3007'3 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- A NEW MILEPOST
 AD3007'280 HAS BEEN ESTABLISHED AND THE MARK IS 80 FEET EAST OF AND
 AD3007'ACROSS THE TRACK FROM IT - INSTEAD OF 90.  ONLY THE STUMP OF THE
 AD3007'TELEPHONE POLE REMAINS.  THE TEMPORARY HEADQUARTERS OF THE JUPITER
 AD3007'HILLS GOLF CLUB ARE IMMEDIATELY EAST OF THE MARK.
 AD3007
 AD3007                          STATION RECOVERY (1980)
 AD3007
 AD3007'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD3007'RECOVERED IN GOOD CONDITION.
 AD3007
 AD3007                          STATION RECOVERY (1991)
 AD3007
 AD3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD3007'2.0 KM (1.2 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AD3007'STATE HIGHWAY 811 (INDIANTOWN ROAD) IN JUPITER, THENCE 0.5 KM (0.3
 AD3007'MI) WESTERLY ALONG COUNTY LINE ROAD, THENCE 1.4 KM (0.9 MI) NORTHERLY
 AD3007'ALONG THE FLORIDA EAST COAST RAILROAD, ACROSS THE TRACKS FROM A LARGE
 AD3007'ANTENNA, 11.1 M (36.4 FT) NORTHEAST OF THE NEAR RAIL, 0.6 M (2.0 FT)
 AD3007'BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 AD3007'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AD3007'SURFACE.
 AD3007
 AD3007                          STATION RECOVERY (2001)
 AD3007
 AD3007'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001
 AD3007'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK3070 ***********************************************************************
 AK3070  DESIGNATION -  A 171
 AK3070  PID         -  AK3070
 AK3070  STATE/COUNTY-  FL/BREVARD
 AK3070  USGS QUAD   -  MELBOURNE WEST (1988)
 AK3070
 AK3070                         *CURRENT SURVEY CONTROL
 AK3070  ___________________________________________________________________
 AK3070* NAD 83(1986)-  28 02 08.     (N)    080 40 17.     (W)     SCALED    
 AK3070* NAVD 88     -         7.659  (meters)      25.13   (feet)  ADJUSTED  
 AK3070  ___________________________________________________________________
 AK3070  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AK3070  DYNAMIC HT  -           7.647 (meters)      25.09  (feet)  COMP
 AK3070  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 AK3070
 AK3070  VERT ORDER  -  FIRST     CLASS II
 AK3070
 AK3070.The horizontal coordinates were scaled from a topographic map and have
 AK3070.an estimated accuracy of +/- 6 seconds.
 AK3070
 AK3070.The orthometric height was determined by differential leveling
 AK3070.and adjusted by the National Geodetic Survey in June 1991..
 AK3070
 AK3070.The geoid height was determined by GEOID03.
 AK3070
 AK3070.The dynamic height is computed by dividing the NAVD 88
 AK3070.geopotential number by the normal gravity value computed on the
 AK3070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK3070.degrees latitude (g = 980.6199 gals.).
 AK3070
 AK3070.The modeled gravity was interpolated from observed gravity values.
 AK3070
 AK3070;                    North         East    Units  Estimated Accuracy
 AK3070;SPC FL E     -   410,190.      232,310.      MT  (+/- 180 meters Scaled)
 AK3070
 AK3070                          SUPERSEDED SURVEY CONTROL
 AK3070
 AK3070  NGVD 29 (??/??/92)    8.075  (m)           26.49   (f) ADJ UNCH    1 2
 AK3070
 AK3070.Superseded values are not recommended for survey control.
 AK3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3070.See file dsdata.txt to determine how the superseded data were derived.
 AK3070
 AK3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM322011(NAD 83)
 AK3070_MARKER: DB = BENCH MARK DISK
 AK3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK3070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK3070_STAMPING: A 171 1958
 AK3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK3070+STABILITY: SURFACE MOTION
 AK3070
 AK3070  HISTORY     - Date     Condition        Report By
 AK3070  HISTORY     - 1958     MONUMENTED       CGS
 AK3070  HISTORY     - 1973     GOOD             FLDT
 AK3070  HISTORY     - 1978     GOOD             NGS
 AK3070  HISTORY     - 1987     GOOD             USPSQD
 AK3070  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK3070  HISTORY     - 19980317 MARK NOT FOUND   USPSQD
 AK3070
 AK3070                          STATION DESCRIPTION
 AK3070
 AK3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK3070'6.5 M WSW FROM MELBOURNE.
 AK3070'4.1 MILES WEST ALONG U.S. HIGHWAY 192 FROM THE FLORIDA EAST
 AK3070'COAST RAILWAY STATION AT MELBOURNE.  HERE THE JUNCTION OF U.S.
 AK3070'HIGHWAY 192 AND STATE HIGHWAY 509 (MINTON RD.), TURN LEFT (SOUTH)
 AK3070'ON STATE HIGHWAY 509 (MINTON-RD.) FOR 2.95 MILES TO THE MARK ON
 AK3070'THE RIGHT.  85 FEET WEST OF THE APPROXIMATE CENTER OF A WOODEN
 AK3070'BRIDGE WHICH CROSSES A CANAL ON THE EAST SIDE OF THE HIGHWAY, 42
 AK3070'FEET WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 509 (MINTON
 AK3070'RD.), 12 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF A
 AK3070'FENCE.  A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES.
 AK3070'NOTE-- 41 FT. W OF CENTERLINE OF ST. RD. 509, 13 FT N OF
 AK3070'FENCE LINE AND 46 FT. N.W. OF A PP GEM 173.  NO WITNESS POST.
 AK3070
 AK3070                          STATION RECOVERY (1973)
 AK3070
 AK3070'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AK3070'RECOVERED IN GOOD CONDITION.
 AK3070
 AK3070                          STATION RECOVERY (1978)
 AK3070
 AK3070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK3070'4.1 MILES WEST ALONG U S HIGHWAY 192 FROM ITS JUNCTION WITH U S
 AK3070'HIGHWAY 1 IN MELBOURNE, THENCE SOUTH ALONG STATE HIGHWAY 509 (MILTON
 AK3070'ROAD) FOR 2.95 MILES, 107.0 FEET WEST OF THE CENTER OF CONCRETE
 AK3070'CULVERT OVER CANAL, 42.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 AK3070'509, 23.0 FEET NORTHWEST OF A FENCE CORNER, 13.0 FEET NORTHEAST OF A
 AK3070'FENCE AND 2.0 FEET NORTH OF THE CENTER OF A PROJECTED LINE OF PALM
 AK3070'BAY ROAD.
 AK3070
 AK3070                          STATION RECOVERY (1987)
 AK3070
 AK3070'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK3070'RECOVERED IN GOOD CONDITION.
 AK3070
 AK3070                          STATION RECOVERY (1990)
 AK3070
 AK3070'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK3070'MARK NOT FOUND.
 AK3070
 AK3070                          STATION RECOVERY (1998)
 AK3070
 AK3070'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK3070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1796 ***********************************************************************
 AR1796  DESIGNATION -  A 171
 AR1796  PID         -  AR1796
 AR1796  STATE/COUNTY-  FL/ALACHUA
 AR1796  USGS QUAD   -  ARCHER (1993)
 AR1796
 AR1796                         *CURRENT SURVEY CONTROL
 AR1796  ___________________________________________________________________
 AR1796* NAD 83(1999)-  29 31 48.37992(N)    082 30 21.20534(W)     ADJUSTED  
 AR1796* NAVD 88     -        23.8    (meters)      78.     (feet)  VERTCON   
 AR1796  ___________________________________________________________________
 AR1796  X           -     724,390.896 (meters)                     COMP
 AR1796  Y           -  -5,506,669.718 (meters)                     COMP
 AR1796  Z           -   3,125,156.710 (meters)                     COMP
 AR1796  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AR1796  ELLIP HEIGHT-          -4.04  (meters)          (06/12/02) GPS OBS
 AR1796  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR1796
 AR1796  HORZ ORDER  -  SECOND
 AR1796  ELLP ORDER  -  FOURTH    CLASS I
 AR1796
 AR1796.The horizontal coordinates were established by GPS observations
 AR1796.and adjusted by the National Geodetic Survey in June 2002..
 AR1796
 AR1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1796
 AR1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1796
 AR1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1796
 AR1796.The ellipsoidal height was determined by GPS observations
 AR1796.and is referenced to NAD 83.
 AR1796
 AR1796.The geoid height was determined by GEOID03.
 AR1796
 AR1796;                    North         East     Units Scale Factor Converg.
 AR1796;SPC FL N     -    60,451.781   793,296.230   MT  1.00000982   +1 00 07.5
 AR1796;SPC FL N     -   198,332.22  2,602,672.71   sFT  1.00000982   +1 00 07.5
 AR1796;UTM  17      - 3,267,664.424   354,072.302   MT  0.99986276   -0 44 32.5
 AR1796
 AR1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1796!SPC FL N     -   1.00000063  x   1.00000982  =   1.00001045
 AR1796!UTM  17      -   1.00000063  x   0.99986276  =   0.99986339
 AR1796
 AR1796                          SUPERSEDED SURVEY CONTROL
 AR1796
 AR1796  NAD 83(1990)-  29 31 48.37891(N)    082 30 21.20533(W) AD(       ) 2
 AR1796  ELLIP H (05/01/91)   -4.01   (m)                       GP(       ) 4 1
 AR1796  NAD 83(1986)-  29 31 48.38798(N)    082 30 21.21580(W) AD(       ) 2
 AR1796  NGVD 29 (11/17/89)   24.1    (m)           79.     (f) GPS OBS        
 AR1796
 AR1796.Superseded values are not recommended for survey control.
 AR1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1796.See file dsdata.txt to determine how the superseded data were derived.
 AR1796
 AR1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5407267664(NAD 83)
 AR1796_MARKER: DD = SURVEY DISK
 AR1796_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1796_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1796_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1796+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1796
 AR1796  HISTORY     - Date     Condition        Report By
 AR1796  HISTORY     - 1988     MONUMENTED       PMC
 AR1796
 AR1796                          STATION DESCRIPTION
 AR1796
 AR1796'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1796'THE STATION IS LOCATED ABOUT 21.4 KM (13.3 MI)
 AR1796'SOUTHWEST OF GAINESVILLE.
 AR1796'OWNERSHIP--ACR 346 R/W.
 AR1796'
 AR1796'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 (27) AND
 AR1796'ACR 346 IN ARCHER, GO EAST FOR 1.2 KM (0.75 MI) ON ACR 346 TO THE
 AR1796'STATION ON THE LEFT.
 AR1796'THE STATION IS 61 METERS (200 FT) EAST OF SW 19, 11.9 METERS
 AR1796'(39 FT) NORTH OF THE CENTERLINE, 5.5 METERS (18 FT) EAST OF A SRD
 AR1796'R/W MARKER, AND 20.7 METERS (68 FT) WEST OF A POWER POLE.
 AR1796'
 AR1796'THE STATION IS A STANDARD AC GIS DISK
 AR1796'STAMPED---STATION A171---,
 AR1796'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1796'20.61 METERS (67.63 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1796'IN POWER POLE,
 AR1796'14.20 METERS (46.57 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1796'IN NORTH E/P,
 AR1796'15.12 METERS (49.61 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1796'IN NORTH E/P,
 AR1796'10.49 METERS (34.40 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1796'SERVICE POLE,
 AR1796'1.2 METERS (4 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1796'
 AR1796'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1796'STAMPED---AZIMUTH A172---,
 AR1796'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1796'13.20 METERS (43.29 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1796'NORTH SIDE OF TELEPHONE POLE,
 AR1796'21.57 METERS (70.75 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1796'IN EAST SIDE OF POWER POLE,
 AR1796'11.46 METERS (37.61 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1796'IN SOUTH E/P,
 AR1796'1.5 METERS (5 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1796'TO REACH THE AZIMUTH FROM THE STATION,
 AR1796'GO EAST FOR 457.2 METERS (1500 FT) ON ACR 346 TO THE AZIMUTH MARK.
 AR1796'THE AZIMUTH MARK IS 22.6 METERS (74 FT) SOUTHEAST OF A POWER POLE,
 AR1796'8.8 METERS (29 FT) SOUTH OF THE CENTERLINE, AND 13.1 METERS (43 FT)
 AR1796'EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0003 ***********************************************************************
 BC0003  DESIGNATION -  A 172
 BC0003  PID         -  BC0003
 BC0003  STATE/COUNTY-  FL/NASSAU
 BC0003  USGS QUAD   -  BOULOGNE (1992)
 BC0003
 BC0003                         *CURRENT SURVEY CONTROL
 BC0003  ___________________________________________________________________
 BC0003* NAD 83(1986)-  30 46 26.     (N)    081 59 39.     (W)     SCALED    
 BC0003* NAVD 88     -        17.683  (meters)      58.02   (feet)  ADJUSTED  
 BC0003  ___________________________________________________________________
 BC0003  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BC0003  DYNAMIC HT  -          17.661 (meters)      57.94  (feet)  COMP
 BC0003  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 BC0003
 BC0003  VERT ORDER  -  FIRST     CLASS II
 BC0003
 BC0003.The horizontal coordinates were scaled from a topographic map and have
 BC0003.an estimated accuracy of +/- 6 seconds.
 BC0003
 BC0003.The orthometric height was determined by differential leveling
 BC0003.and adjusted by the National Geodetic Survey in June 1991..
 BC0003
 BC0003.The geoid height was determined by GEOID03.
 BC0003
 BC0003.The dynamic height is computed by dividing the NAVD 88
 BC0003.geopotential number by the normal gravity value computed on the
 BC0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0003.degrees latitude (g = 980.6199 gals.).
 BC0003
 BC0003.The modeled gravity was interpolated from observed gravity values.
 BC0003
 BC0003;                    North         East    Units  Estimated Accuracy
 BC0003;SPC FL E     -   714,080.      104,830.      MT  (+/- 180 meters Scaled)
 BC0003
 BC0003                          SUPERSEDED SURVEY CONTROL
 BC0003
 BC0003  NGVD 29 (??/??/92)   17.981  (m)           58.99   (f) ADJ UNCH    1 2
 BC0003
 BC0003.Superseded values are not recommended for survey control.
 BC0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0003.See file dsdata.txt to determine how the superseded data were derived.
 BC0003
 BC0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ048049(NAD 83)
 BC0003_MARKER: DB = BENCH MARK DISK
 BC0003_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC0003_SP_SET: 48 FEET
 BC0003_STAMPING: A 172 1956
 BC0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0003
 BC0003  HISTORY     - Date     Condition        Report By
 BC0003  HISTORY     - 1956     MONUMENTED       CGS
 BC0003  HISTORY     - 19950217 MARK NOT FOUND   NGS
 BC0003
 BC0003                          STATION DESCRIPTION
 BC0003
 BC0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BC0003'AT BOULOGNE.
 BC0003'AT BOULOGNE, ALONG THE ATLANTIC COAST LINE RAILROAD, ABOUT 0.4
 BC0003'MILE NORTHWEST OF MILE POST 607, 96 1/2 FEET SOUTHWEST OF
 BC0003'SOUTHWEST RAIL OF SOUTHWEST TRACK, 200 FEET SOUTH-SOUTHEAST OF CENTER
 BC0003'OF CROSSING OF SOUTHWEST TRACK AND A ROAD, 178 FEET SOUTHEAST OF
 BC0003'CENTER LINE OF ROAD, 105 FEET WEST OF STATION SIGN, 20 FEET
 BC0003'NORTHWEST OF A 36-INCH PINE TREE, 1 FOOT NORTHEAST OF A FENCE LINE,
 BC0003'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BC0003'FOOT BELOW LEVEL OF TRACK AND IS A DISK ON COPPER COATED STEEL
 BC0003'ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE PROJECTING
 BC0003'3 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 48 FEET.
 BC0003'NOTE-- PLANS ARE TO MOVE THE LOCATION OF TRACK ABOUT 25 YARDS
 BC0003'NORTHEAST OF ITS PRESENT LOCATION AND THE MEASUREMENTS WILL BE
 BC0003'VOIDED UPON COMPLETION OF THIS CONSTRUCTION.
 BC0003
 BC0003                          STATION RECOVERY (1995)
 BC0003
 BC0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 BC0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0328 ***********************************************************************
 BC0328  DESIGNATION -  A 173
 BC0328  PID         -  BC0328
 BC0328  STATE/COUNTY-  FL/DUVAL
 BC0328  USGS QUAD   -  JACKSONVILLE (1994)
 BC0328
 BC0328                         *CURRENT SURVEY CONTROL
 BC0328  ___________________________________________________________________
 BC0328* NAD 83(1986)-  30 20 04.     (N)    081 41 11.     (W)     SCALED    
 BC0328* NAVD 88     -         8.193  (meters)      26.88   (feet)  ADJUSTED  
 BC0328  ___________________________________________________________________
 BC0328  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BC0328  DYNAMIC HT  -           8.182 (meters)      26.84  (feet)  COMP
 BC0328  MODELED GRAV-     979,364.3   (mgal)                       NAVD 88
 BC0328
 BC0328  VERT ORDER  -  FIRST     CLASS II
 BC0328
 BC0328.The horizontal coordinates were scaled from a topographic map and have
 BC0328.an estimated accuracy of +/- 6 seconds.
 BC0328
 BC0328.The orthometric height was determined by differential leveling
 BC0328.and adjusted by the National Geodetic Survey in June 1991..
 BC0328.WARNING-Repeat measurements at this control monument indicate possible
 BC0328.vertical movement.
 BC0328
 BC0328.The geoid height was determined by GEOID03.
 BC0328
 BC0328.The dynamic height is computed by dividing the NAVD 88
 BC0328.geopotential number by the normal gravity value computed on the
 BC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0328.degrees latitude (g = 980.6199 gals.).
 BC0328
 BC0328.The modeled gravity was interpolated from observed gravity values.
 BC0328
 BC0328;                    North         East    Units  Estimated Accuracy
 BC0328;SPC FL E     -   665,140.      134,000.      MT  (+/- 180 meters Scaled)
 BC0328
 BC0328                          SUPERSEDED SURVEY CONTROL
 BC0328
 BC0328  NGVD 29 (09/01/92)    8.523  (m)           27.96   (f) ADJUSTED    1 2
 BC0328
 BC0328.Superseded values are not recommended for survey control.
 BC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0328.See file dsdata.txt to determine how the superseded data were derived.
 BC0328
 BC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP340560(NAD 83)
 BC0328_MARKER: DB = BENCH MARK DISK
 BC0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0328_SP_SET: PIER
 BC0328_STAMPING: A 173 1956
 BC0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0328
 BC0328  HISTORY     - Date     Condition        Report By
 BC0328  HISTORY     - 1956     MONUMENTED       CGS
 BC0328  HISTORY     - 1973     GOOD             NGS
 BC0328  HISTORY     - 1978     GOOD             NGS
 BC0328
 BC0328                          STATION DESCRIPTION
 BC0328
 BC0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BC0328'AT JACKSONVILLE.
 BC0328'AT JACKSONVILLE, ABOUT 1.15 MILES NORTHWEST ALONG THE ATLANTIC
 BC0328'COAST LINE RAILROAD FROM THE UNION STATION, AT OVERPASS OF
 BC0328'BEAVER STREET OVER THE A.C.L. RR AND THE SOUTHERN RAILWAY,
 BC0328'SET VERTICALLY IN THE SOUTHEAST FACE OF THE FIFTH PIER EAST
 BC0328'OF WEST END OF OVERPASS, 160 FEET SOUTHWEST OF SOUTHWEST RAIL
 BC0328'OF THE SOUTHERN RAILWAY AND 2 1/2 FEET ABOVE GROUND.
 BC0328
 BC0328                          STATION RECOVERY (1973)
 BC0328
 BC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BC0328'RECOVERED IN GOOD CONDITION.
 BC0328
 BC0328                          STATION RECOVERY (1978)
 BC0328
 BC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1797 ***********************************************************************
 AR1797  DESIGNATION -  A 173
 AR1797  PID         -  AR1797
 AR1797  STATE/COUNTY-  FL/ALACHUA
 AR1797  USGS QUAD   -  BRONSON NE (1988)
 AR1797
 AR1797                         *CURRENT SURVEY CONTROL
 AR1797  ___________________________________________________________________
 AR1797* NAD 83(1999)-  29 28 44.90692(N)    082 30 58.20403(W)     ADJUSTED  
 AR1797* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 AR1797  ___________________________________________________________________
 AR1797  X           -     723,765.287 (meters)                     COMP
 AR1797  Y           -  -5,509,556.452 (meters)                     COMP
 AR1797  Z           -   3,120,239.276 (meters)                     COMP
 AR1797  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AR1797  ELLIP HEIGHT-          -5.87  (meters)          (06/12/02) GPS OBS
 AR1797  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AR1797
 AR1797  HORZ ORDER  -  SECOND
 AR1797  ELLP ORDER  -  FOURTH    CLASS I
 AR1797
 AR1797.The horizontal coordinates were established by GPS observations
 AR1797.and adjusted by the National Geodetic Survey in June 2002..
 AR1797
 AR1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1797
 AR1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1797
 AR1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1797
 AR1797.The ellipsoidal height was determined by GPS observations
 AR1797.and is referenced to NAD 83.
 AR1797
 AR1797.The geoid height was determined by GEOID03.
 AR1797
 AR1797;                    North         East     Units Scale Factor Converg.
 AR1797;SPC FL N     -    54,786.033   792,398.393   MT  1.00002002   +0 59 48.9
 AR1797;SPC FL N     -   179,743.84  2,599,727.06   sFT  1.00002002   +0 59 48.9
 AR1797;UTM  17      - 3,262,029.467   353,002.630   MT  0.99986663   -0 44 46.5
 AR1797
 AR1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1797!SPC FL N     -   1.00000092  x   1.00002002  =   1.00002094
 AR1797!UTM  17      -   1.00000092  x   0.99986663  =   0.99986755
 AR1797
 AR1797                          SUPERSEDED SURVEY CONTROL
 AR1797
 AR1797  NAD 83(1990)-  29 28 44.90585(N)    082 30 58.20401(W) AD(       ) 2
 AR1797  ELLIP H (05/01/91)   -5.84   (m)                       GP(       ) 4 1
 AR1797  NAD 83(1986)-  29 28 44.91369(N)    082 30 58.21248(W) AD(       ) 2
 AR1797  NGVD 29 (11/17/89)   22.3    (m)           73.     (f) GPS OBS        
 AR1797
 AR1797.Superseded values are not recommended for survey control.
 AR1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1797.See file dsdata.txt to determine how the superseded data were derived.
 AR1797
 AR1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5300362029(NAD 83)
 AR1797_MARKER: DD = SURVEY DISK
 AR1797_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1797_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1797_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1797+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1797
 AR1797  HISTORY     - Date     Condition        Report By
 AR1797  HISTORY     - 1988     MONUMENTED       PMC
 AR1797
 AR1797                          STATION DESCRIPTION
 AR1797
 AR1797'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1797'THE STATION IS LOCATED ABOUT 25.9 KM (16.1 MI)
 AR1797'SOUTHWEST OF GAINESVILLE.
 AR1797'OWNERSHIP--PRIVATE.
 AR1797'
 AR1797'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND SR 24 IN
 AR1797'ARCHER, GO SOUTHWEST FOR 0.5 KM (0.3 MI) ON SR 24 TO MAGNOLIA,
 AR1797'TURN LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON MAGNOLIA TO SW MAIN,
 AR1797'TURN LEFT AND GO EAST FOR 61.0 METERS (200 FT) ON SW MAIN TO
 AR1797'GIBSON (ACR 241),
 AR1797'TURN RIGHT AND GO SOUTH FOR 5.8 KM (3.6 MI) ON GIBSON TO AN
 AR1797'EAST-WEST DIRT ROAD AT THE ALACHUA-LEVY COUNTY LINE (AZ MK ON LEFT)
 AR1797'TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) TO THE STATION ON THE
 AR1797'LEFT.  THE STATION IS 4.3 METERS (14 FT) NORTH OF THE CENTERLINE OF
 AR1797'DIRT ROAD, 0.3 METERS (1 FT)  SOUTH OF A FENCE LINE, 71.6 METERS
 AR1797'(235 FT) EAST OF A POWER POLE, AND 43.3 METERS (142 FT) WEST OF A
 AR1797'POWER POLE.
 AR1797'
 AR1797'THE STATION IS A STANDARD AC GIS DISK
 AR1797'STAMPED---STATION A173---,
 AR1797'SET INTO THE GROUND 4 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1797'15.45 METERS (50.70 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1797'SET,
 AR1797'15.89 METERS (52.13 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1797'SET,
 AR1797'12.41 METERS (40.72 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1797'SET,
 AR1797'12.08 METERS (39.63 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1797'SET,
 AR1797'0.3 METERS (1 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1797'
 AR1797'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1797'STAMPED---AZIMUTH A174---,
 AR1797'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1797'12.29 METERS (40.31 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1797'IN 32 IN SOUTHERN RED OAK,
 AR1797'1.25 METERS (4.11 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1797'IN 5 IN LAUREL OAK,
 AR1797'17.24 METERS (56.56 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1797'IN 8 IN LAUREL OAK,
 AR1797'0.9 METERS (3 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1797'TO REACH THE AZIMUTH FROM THE STATION,
 AR1797'GO WEST FOR 0.6 KM (0.35 MI) ON DIRT ROAD TO THE AZIMUTH MARK.
 AR1797'THE AZIMUTH MARK IS 14.6 METERS (48 FT) EAST OF THE CENTERLINE OF
 AR1797'ACR 241, 6.4 METERS (21 FT) NORTHEAST OF A POWER POLE, AND
 AR1797'0.3 METERS (1 FT) SOUTH AND EAST OF AN ANGLE IRON FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0078 ***********************************************************************
 AS0078  DESIGNATION -  A 174
 AS0078  PID         -  AS0078
 AS0078  STATE/COUNTY-  FL/GULF
 AS0078  USGS QUAD   -  PORT ST JOE (1992)
 AS0078
 AS0078                         *CURRENT SURVEY CONTROL
 AS0078  ___________________________________________________________________
 AS0078* NAD 83(1986)-  29 46 38.     (N)    085 18 00.     (W)     SCALED    
 AS0078* NAVD 88     -         1.784  (meters)       5.85   (feet)  ADJUSTED  
 AS0078  ___________________________________________________________________
 AS0078  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0078  DYNAMIC HT  -           1.781 (meters)       5.84  (feet)  COMP
 AS0078  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 AS0078
 AS0078  VERT ORDER  -  FIRST     CLASS I
 AS0078
 AS0078.The horizontal coordinates were scaled from a topographic map and have
 AS0078.an estimated accuracy of +/- 6 seconds.
 AS0078
 AS0078.The orthometric height was determined by differential leveling
 AS0078.and adjusted by the National Geodetic Survey in June 1991..
 AS0078
 AS0078.The geoid height was determined by GEOID03.
 AS0078
 AS0078.The dynamic height is computed by dividing the NAVD 88
 AS0078.geopotential number by the normal gravity value computed on the
 AS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0078.degrees latitude (g = 980.6199 gals.).
 AS0078
 AS0078.The modeled gravity was interpolated from observed gravity values.
 AS0078
 AS0078;                    North         East    Units  Estimated Accuracy
 AS0078;SPC FL N     -    86,430.      522,640.      MT  (+/- 180 meters Scaled)
 AS0078
 AS0078                          SUPERSEDED SURVEY CONTROL
 AS0078
 AS0078  NGVD 29 (??/??/92)    1.929  (m)            6.33   (f) ADJ UNCH    1 1
 AS0078
 AS0078.Superseded values are not recommended for survey control.
 AS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0078.See file dsdata.txt to determine how the superseded data were derived.
 AS0078
 AS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT643953(NAD 83)
 AS0078_MARKER: DB = BENCH MARK DISK
 AS0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0078_SP_SET: CULVERT
 AS0078_STAMPING: A 174 1957
 AS0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0078
 AS0078  HISTORY     - Date     Condition        Report By
 AS0078  HISTORY     - 1957     MONUMENTED       CGS
 AS0078  HISTORY     - 1967     GOOD             NGS
 AS0078  HISTORY     - 1985     GOOD             USPSQD
 AS0078  HISTORY     - 1987     GOOD             USPSQD
 AS0078  HISTORY     - 1989     GOOD             USPSQD
 AS0078  HISTORY     - 1990     GOOD             USPSQD
 AS0078  HISTORY     - 19910621 GOOD             USPSQD
 AS0078  HISTORY     - 19940901 GOOD             USPSQD
 AS0078  HISTORY     - 19990420 GOOD             USPSQD
 AS0078
 AS0078                          STATION DESCRIPTION
 AS0078
 AS0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0078'2.4 MI S FROM PORT ST JOE.
 AS0078'ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE
 AS0078'JUNCTION OF STATE HIGHWAY 71 AT PORT ST JOE, THENCE 0.35 MILE
 AS0078'SOUTH ALONG STATE HIGHWAY S 30, IN SECTION 24, R 11 W, T 8 S,
 AS0078'SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 AS0078'OF AN 8-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY FOR A
 AS0078'SMALL STREAM, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AS0078'1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL AND ABOUT LEVEL
 AS0078'WITH THE HIGHWAY.
 AS0078
 AS0078                          STATION RECOVERY (1985)
 AS0078
 AS0078'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0078'RECOVERED IN GOOD CONDITION.
 AS0078
 AS0078                          STATION RECOVERY (1987)
 AS0078
 AS0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0078'RECOVERED IN GOOD CONDITION.
 AS0078
 AS0078                          STATION RECOVERY (1989)
 AS0078
 AS0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0078'RECOVERED IN GOOD CONDITION.
 AS0078
 AS0078                          STATION RECOVERY (1990)
 AS0078
 AS0078'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0078'RECOVERED IN GOOD CONDITION.
 AS0078
 AS0078                          STATION RECOVERY (1991)
 AS0078
 AS0078'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0078'RECOVERED IN GOOD CONDITION.
 AS0078
 AS0078                          STATION RECOVERY (1994)
 AS0078
 AS0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0078'RECOVERED IN GOOD CONDITION.
 AS0078
 AS0078                          STATION RECOVERY (1999)
 AS0078
 AS0078'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0840 ***********************************************************************
 BE0840  TIDAL BM    -  This is a Tidal Bench Mark.
 BE0840  DESIGNATION -  A 175
 BE0840  PID         -  BE0840
 BE0840  STATE/COUNTY-  FL/BAY
 BE0840  USGS QUAD   -  LONG POINT (1982)
 BE0840
 BE0840                         *CURRENT SURVEY CONTROL
 BE0840  ___________________________________________________________________
 BE0840* NAD 83(1986)-  30 01 47.     (N)    085 32 20.     (W)     SCALED    
 BE0840* NAVD 88     -         6.730  (meters)      22.08   (feet)  ADJUSTED  
 BE0840  ___________________________________________________________________
 BE0840  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BE0840  DYNAMIC HT  -           6.721 (meters)      22.05  (feet)  COMP
 BE0840  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 BE0840
 BE0840  VERT ORDER  -  FIRST     CLASS II
 BE0840
 BE0840.The horizontal coordinates were scaled from a topographic map and have
 BE0840.an estimated accuracy of +/- 6 seconds.
 BE0840
 BE0840.The orthometric height was determined by differential leveling
 BE0840.and adjusted by the National Geodetic Survey in June 1991..
 BE0840
 BE0840.This Tidal Bench Mark is designated as VM 9958
 BE0840.by the Center for Operational Oceanographic Products and Services.
 BE0840
 BE0840.The geoid height was determined by GEOID03.
 BE0840
 BE0840.The dynamic height is computed by dividing the NAVD 88
 BE0840.geopotential number by the normal gravity value computed on the
 BE0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0840.degrees latitude (g = 980.6199 gals.).
 BE0840
 BE0840.The modeled gravity was interpolated from observed gravity values.
 BE0840
 BE0840;                    North         East    Units  Estimated Accuracy
 BE0840;SPC FL N     -   114,600.      499,800.      MT  (+/- 180 meters Scaled)
 BE0840
 BE0840                          SUPERSEDED SURVEY CONTROL
 BE0840
 BE0840  NGVD 29 (??/??/92)    6.875  (m)           22.56   (f) ADJ UNCH    1 2
 BE0840
 BE0840.Superseded values are not recommended for survey control.
 BE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0840.See file dsdata.txt to determine how the superseded data were derived.
 BE0840
 BE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU408229(NAD 83)
 BE0840_MARKER: DB = BENCH MARK DISK
 BE0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0840_STAMPING: A 175 1957
 BE0840_MARK LOGO: CGS   
 BE0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0840+STABILITY: SURFACE MOTION
 BE0840
 BE0840  HISTORY     - Date     Condition        Report By
 BE0840  HISTORY     - 1957     MONUMENTED       CGS
 BE0840  HISTORY     - 1961     GOOD             NGS
 BE0840  HISTORY     - 1978     GOOD             NGS
 BE0840  HISTORY     - 1984     GOOD             USPSQD
 BE0840  HISTORY     - 1984     GOOD             FLDNR
 BE0840  HISTORY     - 1985     GOOD             USPSQD
 BE0840  HISTORY     - 1987     GOOD             USPSQD
 BE0840  HISTORY     - 1989     GOOD             USPSQD
 BE0840  HISTORY     - 1990     GOOD             USPSQD
 BE0840  HISTORY     - 19940411 GOOD             USPSQD
 BE0840  HISTORY     - 19990406 GOOD             USPSQD
 BE0840
 BE0840                          STATION DESCRIPTION
 BE0840
 BE0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BE0840'9.9 MI SE FROM PARKER.
 BE0840'9.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE
 BE0840'AT PARKER 11.5 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE
 BE0840'BAY AND GULF COUNTY LINE AT MEXICO BEACH, 3.1 MILES SOUTHEAST
 BE0840'OF THE MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, 68 FEET SOUTHWEST
 BE0840'OF THE CENTER LINE OF THE HIGHWAY, 114 FEET WEST OF TELEPHONE
 BE0840'POLE 437, 61 FEET EAST OF POWER POLE 922, 22 FEET NORTHEAST OF
 BE0840'THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST, 1.5 FEET
 BE0840'SOUTHWEST OF A STEEL WITNESS POST, 165 YARDS SOUTHEAST OF A
 BE0840'JUNCTION WITH AN OILED ROAD LEADING NORTHEAST, SET IN THE TOP
 BE0840'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BE0840
 BE0840                          STATION RECOVERY (1978)
 BE0840
 BE0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BE0840'MARK RECOVERED IN GOOD CONDITION. DUE TO CHANGES A NEW DESCRIPTION.
 BE0840'ABOUT 9.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE
 BE0840'AT PARKER, 11.5 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE BAY
 BE0840'AND GULF COUNTY LINE AT MEXICO BEACH, 4.15 MILES SOUTHEAST OF THE
 BE0840'MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, 68.0 FEET SOUTHWEST OF THE
 BE0840'CENTER OF U.S. HIGHWAY 98 AND IN A PINE TREE PLANT.
 BE0840
 BE0840                          STATION RECOVERY (1984)
 BE0840
 BE0840'RECOVERY NOTE BY US POWER SQUADRON 1984
 BE0840'TELEPHONE LINE NOW BURIED.
 BE0840
 BE0840                          STATION RECOVERY (1984)
 BE0840
 BE0840'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE0840'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 4.4 MILES SOUTHEAST OF
 BE0840'THE ENTRANCE TO TYNDALL AIR FORCE BASE.
 BE0840
 BE0840                          STATION RECOVERY (1985)
 BE0840
 BE0840'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0840'RECOVERED IN GOOD CONDITION.
 BE0840
 BE0840                          STATION RECOVERY (1987)
 BE0840
 BE0840'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE0840'RECOVERED IN GOOD CONDITION.
 BE0840
 BE0840                          STATION RECOVERY (1989)
 BE0840
 BE0840'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0840'RECOVERED IN GOOD CONDITION.
 BE0840
 BE0840                          STATION RECOVERY (1990)
 BE0840
 BE0840'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0840'RECOVERED IN GOOD CONDITION.
 BE0840
 BE0840                          STATION RECOVERY (1994)
 BE0840
 BE0840'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0840'RECOVERED IN GOOD CONDITION.
 BE0840
 BE0840                          STATION RECOVERY (1999)
 BE0840
 BE0840'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1798 ***********************************************************************
 AR1798  DESIGNATION -  A 175
 AR1798  PID         -  AR1798
 AR1798  STATE/COUNTY-  FL/ALACHUA
 AR1798  USGS QUAD   -  HIGH SPRINGS (1993)
 AR1798
 AR1798                         *CURRENT SURVEY CONTROL
 AR1798  ___________________________________________________________________
 AR1798* NAD 83(1999)-  29 47 19.83148(N)    082 30 32.81053(W)     ADJUSTED  
 AR1798* NAVD 88     -        40.4    (meters)     133.     (feet)  VERTCON   
 AR1798  ___________________________________________________________________
 AR1798  X           -     722,232.711 (meters)                     COMP
 AR1798  Y           -  -5,492,653.506 (meters)                     COMP
 AR1798  Z           -   3,150,087.283 (meters)                     COMP
 AR1798  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AR1798  ELLIP HEIGHT-          12.32  (meters)          (06/12/02) GPS OBS
 AR1798  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1798
 AR1798  HORZ ORDER  -  SECOND
 AR1798  ELLP ORDER  -  FOURTH    CLASS I
 AR1798
 AR1798.The horizontal coordinates were established by GPS observations
 AR1798.and adjusted by the National Geodetic Survey in June 2002..
 AR1798
 AR1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1798
 AR1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1798
 AR1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1798
 AR1798.The ellipsoidal height was determined by GPS observations
 AR1798.and is referenced to NAD 83.
 AR1798
 AR1798.The geoid height was determined by GEOID03.
 AR1798
 AR1798;                    North         East     Units Scale Factor Converg.
 AR1798;SPC FL N     -    89,121.710   792,483.013   MT  0.99997010   +1 00 01.7
 AR1798;SPC FL N     -   292,393.48  2,600,004.69   sFT  0.99997010   +1 00 01.7
 AR1798;UTM  17      - 3,296,342.215   354,133.689   MT  0.99986252   -0 44 59.5
 AR1798
 AR1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1798!SPC FL N     -   0.99999807  x   0.99997010  =   0.99996817
 AR1798!UTM  17      -   0.99999807  x   0.99986252  =   0.99986059
 AR1798
 AR1798                          SUPERSEDED SURVEY CONTROL
 AR1798
 AR1798  NAD 83(1990)-  29 47 19.82997(N)    082 30 32.80972(W) AD(       ) 2
 AR1798  ELLIP H (05/01/91)   12.39   (m)                       GP(       ) 4 1
 AR1798  NAD 83(1986)-  29 47 19.83815(N)    082 30 32.81359(W) AD(       ) 2
 AR1798  NGVD 29 (11/17/89)   40.7    (m)          134.     (f) GPS OBS        
 AR1798
 AR1798.Superseded values are not recommended for survey control.
 AR1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1798.See file dsdata.txt to determine how the superseded data were derived.
 AR1798
 AR1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5413496342(NAD 83)
 AR1798_MARKER: DD = SURVEY DISK
 AR1798_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1798_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1798_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1798+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1798
 AR1798  HISTORY     - Date     Condition        Report By
 AR1798  HISTORY     - 1988     MONUMENTED       PMC
 AR1798
 AR1798                          STATION DESCRIPTION
 AR1798
 AR1798'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1798'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI)
 AR1798'NORTHWEST OF GAINESVILLE.
 AR1798'OWNERSHIP--SW 1ST AVE R/W.
 AR1798'
 AR1798'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND
 AR1798'ACR 241/235 (SE 1ST STREET) IN ALACHUA, GO SOUTH FOR
 AR1798'0.3 KM (0.2 MI) ON ACR 241/235 TO SE 1ST AVE,
 AR1798'TURN RIGHT AND GO WEST FOR 0.6 KM (0.4 MI) ON SE 1ST TO SW 4TH
 AR1798'STREET, (SE 1ST AVE BECOMES SW 1ST AVE AT SOUTH MAIN STREET),
 AR1798'CONTINUE WEST FOR 0.8 KM (0.5 MI) ON SW 1ST AVE TO COLONIAL HEIGHTS
 AR1798'SUBDIVISION AND THE STATION.  THE STATION IS AT THE NORTHEAST
 AR1798'CORNER OF AN INTERSECTION, WEST 7.6 METERS (25 FT) OF THE
 AR1798'CENTERLINE OF SE 1ST AVE, NORTHEAST 1.2 METERS (4 FT) OF A LIGHT
 AR1798'POLE, SOUTHWEST 0.6 METERS (2 FT) OF A TELEPHONE PEDESTAL, AND
 AR1798'WEST 0.9 METERS (3 FT) OF A CABLE TV BOX.
 AR1798'
 AR1798'THE STATION IS A STANDARD AC GIS DISK
 AR1798'STAMPED---STATION A175---,
 AR1798'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1798'18.56 METERS (60.88 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1798'IN POWER POLE,
 AR1798'47.37 METERS (155.41 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1798'SET IN 10 IN PINE,
 AR1798'16.96 METERS (55.65 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1798'IN 8 IN PINE,
 AR1798'4.86 METERS (15.95 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1798'IN ASPHALT DRIVEWAY,
 AR1798'0.2 METERS (0.7 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1798'
 AR1798'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1798'STAMPED---AZIMUTH A176---,
 AR1798'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1798'28.61 METERS (93.85 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1798'40 IN OAK,
 AR1798'20.67 METERS (67.80 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1798'IN 6 IN DOGWOOD,
 AR1798'21.30 METERS (69.87 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1798'36 IN OAK,
 AR1798'14.20 METERS (46.57 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1798'IN 12 IN CEDAR,
 AR1798'0.2 METERS (0.8 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1798'TO REACH THE AZIMUTH FROM THE STATION,
 AR1798'GO NORTHEAST FOR 0.8 KM (0.5 MI) ON SW 1ST AVE TO SW 4TH STREET,
 AR1798'TURN RIGHT AND GO SOUTHEAST TO SW 3RD AVE, THE AZIMUTH MARK IS
 AR1798'46.0 METERS (151 FT) SOUTH OF THE CENTERLINE OF SW 3RD AVE,
 AR1798'5.5 METERS (18 FT) WEST OF THE CENTERLINE OF SW 4TH STREET AT THE
 AR1798'ALACHUA COUNTY COMMUNITY CENTER SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0736 ***********************************************************************
 BE0736  DESIGNATION -  A 176
 BE0736  PID         -  BE0736
 BE0736  STATE/COUNTY-  FL/BAY
 BE0736  USGS QUAD   -  PANAMA CITY (1982)
 BE0736
 BE0736                         *CURRENT SURVEY CONTROL
 BE0736  ___________________________________________________________________
 BE0736* NAD 83(1986)-  30 10 05.     (N)    085 40 29.     (W)     SCALED    
 BE0736* NAVD 88     -         7.743  (meters)      25.40   (feet)  ADJUSTED  
 BE0736  ___________________________________________________________________
 BE0736  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0736  DYNAMIC HT  -           7.733 (meters)      25.37  (feet)  COMP
 BE0736  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 BE0736
 BE0736  VERT ORDER  -  FIRST     CLASS I
 BE0736
 BE0736.The horizontal coordinates were scaled from a topographic map and have
 BE0736.an estimated accuracy of +/- 6 seconds.
 BE0736
 BE0736.The orthometric height was determined by differential leveling
 BE0736.and adjusted by the National Geodetic Survey in June 1991..
 BE0736
 BE0736.The geoid height was determined by GEOID03.
 BE0736
 BE0736.The dynamic height is computed by dividing the NAVD 88
 BE0736.geopotential number by the normal gravity value computed on the
 BE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0736.degrees latitude (g = 980.6199 gals.).
 BE0736
 BE0736.The modeled gravity was interpolated from observed gravity values.
 BE0736
 BE0736;                    North         East    Units  Estimated Accuracy
 BE0736;SPC FL N     -   130,060.      486,860.      MT  (+/- 180 meters Scaled)
 BE0736
 BE0736                          SUPERSEDED SURVEY CONTROL
 BE0736
 BE0736  NGVD 29 (??/??/92)    7.897  (m)           25.91   (f) ADJ UNCH    1 1
 BE0736
 BE0736.Superseded values are not recommended for survey control.
 BE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0736.See file dsdata.txt to determine how the superseded data were derived.
 BE0736
 BE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU276381(NAD 83)
 BE0736_MARKER: DB = BENCH MARK DISK
 BE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0736_STAMPING: A 176 1957
 BE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0736+STABILITY: SURFACE MOTION
 BE0736
 BE0736  HISTORY     - Date     Condition        Report By
 BE0736  HISTORY     - 1957     MONUMENTED       CGS
 BE0736  HISTORY     - 1967     GOOD             NGS
 BE0736  HISTORY     - 1975     GOOD             NGS
 BE0736  HISTORY     - 1985     GOOD             USPSQD
 BE0736  HISTORY     - 1987     GOOD             USPSQD
 BE0736  HISTORY     - 1988     GOOD             USPSQD
 BE0736  HISTORY     - 1989     GOOD             USPSQD
 BE0736  HISTORY     - 1990     GOOD             USPSQD
 BE0736  HISTORY     - 19950204 GOOD             USPSQD
 BE0736  HISTORY     - 20011020 GOOD             USPSQD
 BE0736
 BE0736                          STATION DESCRIPTION
 BE0736
 BE0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0736'1.1 MI NW FROM PANAMA CITY.
 BE0736'ABOUT 0.6 MILE NORTH ALONG THE ATLANTA AND ST. ANDREW BAY RAILWAY
 BE0736'FROM THE STATION AT PANAMA CITY, THENCE 0.5 MILE WEST ALONG 11 TH
 BE0736'STREET, IN SECTION 5, R 14 W, T 4 S, 44 YARDS SOUTHWEST OF
 BE0736'AND ACROSS 11 TH STREET FROM THE SOUTHWEST CORNER OF THE CENTRAL
 BE0736'BAPTIST CHURCH, 250 FEET EAST OF THE EAST CURB OF BALBOA AVENUE,
 BE0736'8 FEET SOUTH OF THE SOUTH CURB OF 11 TH STREET, 33 1/2 FEET
 BE0736'EAST OF THE CENTER LINE OF THE WEST ENTRANCE DRIVE TO THE
 BE0736'OAKLAND CEMETERY, 2 1/2 FEET WEST OF A POWER LINE POLE, 1.8
 BE0736'FEET SOUTH OF THE SOUTH FACE OF A CONCRETE BLOCK FENCE, ABOUT
 BE0736'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A CONCRETE POST
 BE0736'FLUSH WITH THE GROUND.
 BE0736
 BE0736                          STATION RECOVERY (1975)
 BE0736
 BE0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BE0736'RECOVERED IN GOOD CONDITION.
 BE0736
 BE0736                          STATION RECOVERY (1985)
 BE0736
 BE0736'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0736'RECOVERED IN GOOD CONDITION.
 BE0736
 BE0736                          STATION RECOVERY (1987)
 BE0736
 BE0736'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCD)
 BE0736'RECOVERED IN GOOD CONDITION.
 BE0736
 BE0736                          STATION RECOVERY (1988)
 BE0736
 BE0736'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0736'RECOVERED IN GOOD CONDITION.
 BE0736
 BE0736                          STATION RECOVERY (1989)
 BE0736
 BE0736'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0736'RECOVERED IN GOOD CONDITION.
 BE0736
 BE0736                          STATION RECOVERY (1990)
 BE0736
 BE0736'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0736'RECOVERED IN GOOD CONDITION.
 BE0736
 BE0736                          STATION RECOVERY (1995)
 BE0736
 BE0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE0736'RECOVERED IN GOOD CONDITION.
 BE0736
 BE0736                          STATION RECOVERY (2001)
 BE0736
 BE0736'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0101 ***********************************************************************
 AS0101  DESIGNATION -  A 177
 AS0101  PID         -  AS0101
 AS0101  STATE/COUNTY-  FL/GULF
 AS0101  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0101
 AS0101                         *CURRENT SURVEY CONTROL
 AS0101  ___________________________________________________________________
 AS0101* NAD 83(1986)-  29 41 09.     (N)    085 18 34.     (W)     SCALED    
 AS0101* NAVD 88     -         0.841  (meters)       2.76   (feet)  ADJUSTED  
 AS0101  ___________________________________________________________________
 AS0101  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0101  DYNAMIC HT  -           0.840 (meters)       2.76  (feet)  COMP
 AS0101  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 AS0101
 AS0101  VERT ORDER  -  FIRST     CLASS II
 AS0101
 AS0101.The horizontal coordinates were scaled from a topographic map and have
 AS0101.an estimated accuracy of +/- 6 seconds.
 AS0101
 AS0101.The orthometric height was determined by differential leveling
 AS0101.and adjusted by the National Geodetic Survey in June 1991..
 AS0101
 AS0101.The geoid height was determined by GEOID03.
 AS0101
 AS0101.The dynamic height is computed by dividing the NAVD 88
 AS0101.geopotential number by the normal gravity value computed on the
 AS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0101.degrees latitude (g = 980.6199 gals.).
 AS0101
 AS0101.The modeled gravity was interpolated from observed gravity values.
 AS0101
 AS0101;                    North         East    Units  Estimated Accuracy
 AS0101;SPC FL N     -    76,300.      521,660.      MT  (+/- 180 meters Scaled)
 AS0101
 AS0101                          SUPERSEDED SURVEY CONTROL
 AS0101
 AS0101  NGVD 29 (??/??/92)    0.986  (m)            3.23   (f) ADJ UNCH    1 2
 AS0101
 AS0101.Superseded values are not recommended for survey control.
 AS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0101.See file dsdata.txt to determine how the superseded data were derived.
 AS0101
 AS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT635851(NAD 83)
 AS0101_MARKER: DB = BENCH MARK DISK
 AS0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0101_SP_SET: 71 FEET
 AS0101_STAMPING: A 177 1957
 AS0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0101
 AS0101  HISTORY     - Date     Condition        Report By
 AS0101  HISTORY     - 1957     MONUMENTED       CGS
 AS0101  HISTORY     - 1977     GOOD             NGS
 AS0101  HISTORY     - 1977     GOOD             NGS
 AS0101  HISTORY     - 1985     GOOD             USPSQD
 AS0101  HISTORY     - 1985     GOOD             USPSQD
 AS0101  HISTORY     - 1987     GOOD             USPSQD
 AS0101  HISTORY     - 1987     GOOD             USPSQD
 AS0101  HISTORY     - 1989     GOOD             USPSQD
 AS0101  HISTORY     - 19910621 GOOD             USPSQD
 AS0101  HISTORY     - 19940901 GOOD             USPSQD
 AS0101  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 AS0101
 AS0101                          STATION DESCRIPTION
 AS0101
 AS0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AS0101'8.8 MI S FROM PORT ST JOE.
 AS0101'ABOUT 8.8 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 AS0101'OF STATE HIGHWAY 71 AT PORT ST. JOE, IN SECTION 23, T 9 S, R
 AS0101'11 W, AT THE JUNCTION OF BLACK TOP ROAD WEST TO CAPE SAN BLAS
 AS0101'COAST GUARD STATION, 71 FEET WEST-SOUTHWEST OF CENTER LINE OF
 AS0101'HIGHWAY, 87 FEET SOUTHWEST OF CENTER OF JUNCTION, 45 FEET
 AS0101'SOUTH-SOUTHEAST OF CENTER LINE OF BLACK TOP ROAD, 15 FEET NORTHEAST
 AS0101'OF AN 8-INCH SLASH BLAZED SCRUB OAK TREE, 1 1/2 FEET SOUTHEAST
 AS0101'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY
 AS0101'AND IS A DISK ON COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND
 AS0101'AND PROTECTED BY A 4-INCH TILE PROJECTING 1 INCH.  THE ROD WAS
 AS0101'DRIVEN TO REFUSAL AT A DEPTH OF 71 FEET.
 AS0101
 AS0101                          STATION RECOVERY (1977)
 AS0101
 AS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AS0101'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0101'JOE, THENCE 6.9 MILES SOUTH ALONG COUNTY ROAD C-30, 71 FEET WEST OF
 AS0101'THE CENTER LINE OF THE ROAD, 87 FEET SOUTHWEST OF THE CENTER OF THE
 AS0101'JUNCTION OF A PAVED ROAD LEADING WEST TO CAPE SAN BLAS COAST GUARD
 AS0101'STATION, AND 45 FEET SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD
 AS0101'DRIVEN TO REFUSAL AT 71 FEET.
 AS0101
 AS0101                          STATION RECOVERY (1977)
 AS0101
 AS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AS0101'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0101'JOE, THENCE 6.9 MILES SOUTH ALONG COUNTY ROAD C-30, 71 FEET WEST OF
 AS0101'THE CENTER LINE OF THE ROAD, 87 FEET SOUTHWEST OF THE CENTER OF THE
 AS0101'JUNCTION OF A PAVED ROAD LEADING WEST TO CAPE SAN BLAS COAST GUARD
 AS0101'STATION, AND 45 FEET SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD
 AS0101'DRIVEN TO REFUSAL AT 71 FEET.
 AS0101
 AS0101                          STATION RECOVERY (1985)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0101'RECOVERED IN GOOD CONDITION.
 AS0101
 AS0101                          STATION RECOVERY (1985)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0101'RECOVERED IN GOOD CONDITION.
 AS0101
 AS0101                          STATION RECOVERY (1987)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 1987 (ASK)
 AS0101'RECOVERED IN GOOD CONDITION.
 AS0101
 AS0101                          STATION RECOVERY (1987)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0101'RECOVERED IN GOOD CONDITION.
 AS0101
 AS0101                          STATION RECOVERY (1989)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0101'RECOVERED IN GOOD CONDITION.
 AS0101
 AS0101                          STATION RECOVERY (1991)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0101'RECOVERED IN GOOD CONDITION.
 AS0101
 AS0101                          STATION RECOVERY (1994)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0101'RECOVERED IN GOOD CONDITION.
 AS0101
 AS0101                          STATION RECOVERY (2001)
 AS0101
 AS0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 AS0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1799 ***********************************************************************
 AR1799  DESIGNATION -  A 177
 AR1799  PID         -  AR1799
 AR1799  STATE/COUNTY-  FL/ALACHUA
 AR1799  USGS QUAD   -  GAINESVILLE WEST (1993)
 AR1799
 AR1799                         *CURRENT SURVEY CONTROL
 AR1799  ___________________________________________________________________
 AR1799* NAD 83(1999)-  29 39 25.62290(N)    082 24 23.26772(W)     ADJUSTED  
 AR1799* NAVD 88     -        27.8    (meters)      91.     (feet)  VERTCON   
 AR1799  ___________________________________________________________________
 AR1799  X           -     733,027.368 (meters)                     COMP
 AR1799  Y           -  -5,498,515.917 (meters)                     COMP
 AR1799  Z           -   3,137,400.729 (meters)                     COMP
 AR1799  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AR1799  ELLIP HEIGHT-          -0.24  (meters)          (06/12/02) GPS OBS
 AR1799  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AR1799
 AR1799  HORZ ORDER  -  SECOND
 AR1799  ELLP ORDER  -  FOURTH    CLASS I
 AR1799
 AR1799.The horizontal coordinates were established by GPS observations
 AR1799.and adjusted by the National Geodetic Survey in June 2002..
 AR1799
 AR1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1799
 AR1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1799
 AR1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1799
 AR1799.The ellipsoidal height was determined by GPS observations
 AR1799.and is referenced to NAD 83.
 AR1799
 AR1799.The geoid height was determined by GEOID03.
 AR1799
 AR1799;                    North         East     Units Scale Factor Converg.
 AR1799;SPC FL N     -    74,700.868   802,674.504   MT  0.99998780   +1 03 07.4
 AR1799;SPC FL N     -   245,081.10  2,633,441.27   sFT  0.99998780   +1 03 07.4
 AR1799;UTM  17      - 3,281,618.965   363,878.948   MT  0.99982862   -0 41 45.7
 AR1799
 AR1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1799!SPC FL N     -   1.00000004  x   0.99998780  =   0.99998784
 AR1799!UTM  17      -   1.00000004  x   0.99982862  =   0.99982866
 AR1799
 AR1799                          SUPERSEDED SURVEY CONTROL
 AR1799
 AR1799  NAD 83(1990)-  29 39 25.62156(N)    082 24 23.26738(W) AD(       ) 2
 AR1799  ELLIP H (05/01/91)   -0.19   (m)                       GP(       ) 4 1
 AR1799  NAD 83(1986)-  29 39 25.63064(N)    082 24 23.27393(W) AD(       ) 2
 AR1799  NGVD 29 (11/17/89)   28.0    (m)           92.     (f) GPS OBS        
 AR1799
 AR1799.Superseded values are not recommended for survey control.
 AR1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1799.See file dsdata.txt to determine how the superseded data were derived.
 AR1799
 AR1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6387981619(NAD 83)
 AR1799_MARKER: DD = SURVEY DISK
 AR1799_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1799_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1799_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1799+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1799
 AR1799  HISTORY     - Date     Condition        Report By
 AR1799  HISTORY     - 1988     MONUMENTED       PMC
 AR1799
 AR1799                          STATION DESCRIPTION
 AR1799
 AR1799'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1799'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI)
 AR1799'NORTHWEST OF GAINESVILLE.
 AR1799'OWNERSHIP--NW 60TH STREET R/W.
 AR1799'
 AR1799'TO REACH THE STATION FROM THE INTERSECTION OF NW 8TH AVE (SR 26)
 AR1799'AND NW 60TH STREET, GO SOUTH FOR 0.3 KM (0.2 MI) ON NW 60TH STREET
 AR1799'TO THE STATION ON THE WEST SIDE OF THE ROAD.  THE STATION IS
 AR1799'SOUTHWEST 12.2 METERS (40 FT) FROM A SANITARY MANHOLE COVER IN THE
 AR1799'CENTERLINE OF NW 60TH STREET, NORTHWEST 15.8 METERS (52 FEET) FROM
 AR1799'A MANHOLE COVER SURROUNDED BY CONCRETE AT WEST BACK OF CURB OF
 AR1799'NW 60TH STREET, WEST 6.4 METERS (21 FT) OF BACK OF WEST CURB OF
 AR1799'NW 60TH STREET, SOUTHEAST 19.5 METERS (64 FT) FROM A SQUARE
 AR1799'CONCRETE LIGHT POLE IN PARKING LOT WEST OF NW 60TH STREET,
 AR1799'SOUTHEAST 3.7 METERS (12 FT) OF BACK OF CURB OF THE PARKING LOT.
 AR1799'
 AR1799'THE STATION IS A STANDARD AC GIS DISK
 AR1799'STAMPED---STATION A177---,
 AR1799'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1799'27.30 METERS (89.55 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET,
 AR1799'23.46 METERS (76.98 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET,
 AR1799'22.66 METERS (74.35 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET,
 AR1799'28.10 METERS (92.18 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1799'IN POWER POLE,
 AR1799'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1799'
 AR1799'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1799'STAMPED---AZIMUTH A178---,
 AR1799'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1799'12.35 METERS (40.53 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1799'POWER POLE,
 AR1799'9.02 METERS (29.58 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1799'IN 14 IN PINE,
 AR1799'1.32 METERS (4.32 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1799'IN 8 IN PINE,
 AR1799'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1799'TO REACH THE AZIMUTH FROM THE STATION,
 AR1799'GO NORTH FOR 0.6 KM (0.4 MI) ON NW 60TH STREET ACROSS SR 26 TO THE
 AR1799'AZIMUTH ON THE WEST SIDE OF THE ROAD.  THE AZIMUTH MARK IS NORTH
 AR1799'9.7 METERS (32 FT) OF NORTH EDGE OF A CONCRETE DRIVE AT
 AR1799'1034 NW 60TH STREET, WEST 4.1 METERS (13.6 FT) OF E/P OF NW 60
 AR1799'STREET, NORTHEAST 1.5 METERS (5 FT) FROM A 12 IN PINE THAT IS
 AR1799'JOINED WITH A 14 IN PINE WEST OF NW 60TH STREET, SOUTHEAST
 AR1799'1.5 METERS (5 FT) FROM A 6 IN PINE WEST OF NW 60TH STREET, WEST
 AR1799'17.4 METERS (57 FT) FROM A 16 IN PINE EAST OF NW 60TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2255 ***********************************************************************
 BG2255  DESIGNATION -  A 178
 BG2255  PID         -  BG2255
 BG2255  STATE/COUNTY-  FL/WALTON
 BG2255  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2255
 BG2255                         *CURRENT SURVEY CONTROL
 BG2255  ___________________________________________________________________
 BG2255* NAD 83(1986)-  30 21 26.     (N)    086 07 45.     (W)     SCALED    
 BG2255* NAVD 88     -         5.637  (meters)      18.49   (feet)  ADJUSTED  
 BG2255  ___________________________________________________________________
 BG2255  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG2255  DYNAMIC HT  -           5.630 (meters)      18.47  (feet)  COMP
 BG2255  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BG2255
 BG2255  VERT ORDER  -  FIRST     CLASS II
 BG2255
 BG2255.The horizontal coordinates were scaled from a topographic map and have
 BG2255.an estimated accuracy of +/- 6 seconds.
 BG2255
 BG2255.The orthometric height was determined by differential leveling
 BG2255.and adjusted by the National Geodetic Survey in June 1991..
 BG2255
 BG2255.The geoid height was determined by GEOID03.
 BG2255
 BG2255.The dynamic height is computed by dividing the NAVD 88
 BG2255.geopotential number by the normal gravity value computed on the
 BG2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2255.degrees latitude (g = 980.6199 gals.).
 BG2255
 BG2255.The modeled gravity was interpolated from observed gravity values.
 BG2255
 BG2255;                    North         East    Units  Estimated Accuracy
 BG2255;SPC FL N     -   151,560.      443,390.      MT  (+/- 180 meters Scaled)
 BG2255
 BG2255                          SUPERSEDED SURVEY CONTROL
 BG2255
 BG2255  NGVD 29 (??/??/92)    5.755  (m)           18.88   (f) ADJ UNCH    1 2
 BG2255
 BG2255.Superseded values are not recommended for survey control.
 BG2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2255.See file dsdata.txt to determine how the superseded data were derived.
 BG2255
 BG2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU836586(NAD 83)
 BG2255_MARKER: DB = BENCH MARK DISK
 BG2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2255_STAMPING: A 178 1957
 BG2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2255+STABILITY: SURFACE MOTION
 BG2255
 BG2255  HISTORY     - Date     Condition        Report By
 BG2255  HISTORY     - 1957     MONUMENTED       CGS
 BG2255  HISTORY     - 1961     GOOD             NGS
 BG2255  HISTORY     - 1975     GOOD             NGS
 BG2255  HISTORY     - 1989     GOOD             USPSQD
 BG2255  HISTORY     - 19931230 GOOD             USPSQD
 BG2255
 BG2255                          STATION DESCRIPTION
 BG2255
 BG2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BG2255'5.9 MI E FROM SANTA ROSA BEACH.
 BG2255'5.9 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT
 BG2255'SANTA ROSA BEACH, AT A JUNCTION WITH STATE HIGHWAY 395, 53 FT.
 BG2255'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 98, 46 FT. EAST OF THE
 BG2255'CENTER LINE OF STATE HIGHWAY 395, 1.1 FT. NORTH OF A STEEL
 BG2255'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PRJECTS
 BG2255'0.1 FT. ABOVE THE GROUND.
 BG2255
 BG2255                          STATION RECOVERY (1975)
 BG2255
 BG2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2255'RECOVERED IN GOOD CONDITION.
 BG2255
 BG2255                          STATION RECOVERY (1989)
 BG2255
 BG2255'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2255'RECOVERED IN GOOD CONDITION.
 BG2255
 BG2255                          STATION RECOVERY (1993)
 BG2255
 BG2255'RECOVERY NOTE BY US POWER SQUADRON 1993
 BG2255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2073 ***********************************************************************
 BG2073  DESIGNATION -  A 179
 BG2073  PID         -  BG2073
 BG2073  STATE/COUNTY-  FL/OKALOOSA
 BG2073  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2073
 BG2073                         *CURRENT SURVEY CONTROL
 BG2073  ___________________________________________________________________
 BG2073* NAD 83(1986)-  30 24 20.     (N)    086 36 45.     (W)     SCALED    
 BG2073* NAVD 88     -         4.306  (meters)      14.13   (feet)  ADJUSTED  
 BG2073  ___________________________________________________________________
 BG2073  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG2073  DYNAMIC HT  -           4.300 (meters)      14.11  (feet)  COMP
 BG2073  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BG2073
 BG2073  VERT ORDER  -  FIRST     CLASS I
 BG2073
 BG2073.The horizontal coordinates were scaled from a topographic map and have
 BG2073.an estimated accuracy of +/- 6 seconds.
 BG2073
 BG2073.The orthometric height was determined by differential leveling
 BG2073.and adjusted by the National Geodetic Survey in June 1991..
 BG2073.WARNING-Repeat measurements at this control monument indicate possible
 BG2073.vertical movement.
 BG2073
 BG2073.The geoid height was determined by GEOID03.
 BG2073
 BG2073.The dynamic height is computed by dividing the NAVD 88
 BG2073.geopotential number by the normal gravity value computed on the
 BG2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2073.degrees latitude (g = 980.6199 gals.).
 BG2073
 BG2073.The modeled gravity was interpolated from observed gravity values.
 BG2073
 BG2073;                    North         East    Units  Estimated Accuracy
 BG2073;SPC FL N     -   157,680.      397,030.      MT  (+/- 180 meters Scaled)
 BG2073
 BG2073                          SUPERSEDED SURVEY CONTROL
 BG2073
 BG2073  NGVD 29 (??/??/92)    4.423  (m)           14.51   (f) ADJ UNCH    1 1
 BG2073
 BG2073.Superseded values are not recommended for survey control.
 BG2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2073.See file dsdata.txt to determine how the superseded data were derived.
 BG2073
 BG2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU372637(NAD 83)
 BG2073_MARKER: DB = BENCH MARK DISK
 BG2073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG2073_SP_SET: COPPER-CLAD STEEL ROD
 BG2073_STAMPING: A 179 1957
 BG2073_MARK LOGO: CGS   
 BG2073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2073+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 BG2073
 BG2073  HISTORY     - Date     Condition        Report By
 BG2073  HISTORY     - 1957     MONUMENTED       CGS
 BG2073  HISTORY     - 1967     GOOD             NGS
 BG2073  HISTORY     - 1975     GOOD             NGS
 BG2073  HISTORY     - 1984     GOOD             FLDNR
 BG2073  HISTORY     - 1985     GOOD             FLDNR
 BG2073  HISTORY     - 1989     GOOD             USPSQD
 BG2073  HISTORY     - 19960207 GOOD             USPSQD
 BG2073  HISTORY     - 20030430 GOOD             USPSQD
 BG2073  HISTORY     - 20050124 GOOD             USPSQD
 BG2073  HISTORY     - 20060316 GOOD             USPSQD
 BG2073
 BG2073                          STATION DESCRIPTION
 BG2073
 BG2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2073'AT FORT WALTON BEACH.
 BG2073'AT FORT WALTON BEACH, IN SECTION 13, R 24 W, T 2 S, AT THE
 BG2073'INTERSECTION OF FIRST STREET SE AND SHELL AVENUE, ABOUT 0.1 MILE
 BG2073'WEST OF THE CITY WATER TANK, 111.0 FEET SOUTHWEST OF THE
 BG2073'SOUTHWEST CORNER OF THE ST MARYS CATHOLIC CHURCH, 120.5 FEET
 BG2073'SOUTH OF THE SOUTHWEST CORNER OF THE RECTORY, 34 1/2 FEET NORTH
 BG2073'OF THE CENTER LINE OF FIRST STREET SE, 21 FEET EAST OF THE CENTER
 BG2073'LINE OF SHELL AVENUE, 2.8 FEET NORTH OF THE NORTH CURB OF FIRST
 BG2073'ST. SE, 1.5 FEET EAST OF A STREET SIGN POST, 1.5 FEET WEST OF A
 BG2073'TELEPHONE POLE, 1/2 FOOT ABOVE THE LEVEL OF THE STREET AND IS A
 BG2073'DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 BG2073'GROUND AND PROTECTED BY A 4 INCH TILE WHICH IS FLUSH WITH THE
 BG2073'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 50 FEET.  NOTE-- THE
 BG2073'CHURCH BUILDING WAS REPLACED BY AN OFFICE BUILDING.
 BG2073
 BG2073                          STATION RECOVERY (1975)
 BG2073
 BG2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2073'RECOVERED IN GOOD CONDITION.
 BG2073
 BG2073                          STATION RECOVERY (1984)
 BG2073
 BG2073'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG2073'RECOVERED IN GOOD CONDITION.
 BG2073
 BG2073                          STATION RECOVERY (1985)
 BG2073
 BG2073'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG2073'RECOVERED IN GOOD CONDITION.
 BG2073
 BG2073                          STATION RECOVERY (1989)
 BG2073
 BG2073'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG2073'RECOVERED IN GOOD CONDITION.
 BG2073
 BG2073                          STATION RECOVERY (1996)
 BG2073
 BG2073'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2073'RECOVERED IN GOOD CONDITION.
 BG2073
 BG2073                          STATION RECOVERY (2003)
 BG2073
 BG2073'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG2073'RECOVERED IN GOOD CONDITION.
 BG2073
 BG2073                          STATION RECOVERY (2005)
 BG2073
 BG2073'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG2073'RECOVERED IN GOOD CONDITION.
 BG2073
 BG2073                          STATION RECOVERY (2006)
 BG2073
 BG2073'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1800 ***********************************************************************
 AR1800  DESIGNATION -  A 179
 AR1800  PID         -  AR1800
 AR1800  STATE/COUNTY-  FL/ALACHUA
 AR1800  USGS QUAD   -  GAINESVILLE WEST (1993)
 AR1800
 AR1800                         *CURRENT SURVEY CONTROL
 AR1800  ___________________________________________________________________
 AR1800* NAD 83(1999)-  29 39 30.99038(N)    082 27 24.44455(W)     ADJUSTED  
 AR1800* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 AR1800  ___________________________________________________________________
 AR1800  X           -     728,187.067 (meters)                     COMP
 AR1800  Y           -  -5,499,079.981 (meters)                     COMP
 AR1800  Z           -   3,137,546.291 (meters)                     COMP
 AR1800  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AR1800  ELLIP HEIGHT-           3.69  (meters)          (06/12/02) GPS OBS
 AR1800  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AR1800
 AR1800  HORZ ORDER  -  SECOND
 AR1800  ELLP ORDER  -  FOURTH    CLASS I
 AR1800
 AR1800.The horizontal coordinates were established by GPS observations
 AR1800.and adjusted by the National Geodetic Survey in June 2002..
 AR1800
 AR1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1800
 AR1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1800
 AR1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1800
 AR1800.The ellipsoidal height was determined by GPS observations
 AR1800.and is referenced to NAD 83.
 AR1800
 AR1800.The geoid height was determined by GEOID03.
 AR1800
 AR1800;                    North         East     Units Scale Factor Converg.
 AR1800;SPC FL N     -    74,777.722   797,799.943   MT  0.99998757   +1 01 36.4
 AR1800;SPC FL N     -   245,333.24  2,617,448.65   sFT  0.99998757   +1 01 36.4
 AR1800;UTM  17      - 3,281,844.435   359,009.733   MT  0.99984527   -0 43 15.5
 AR1800
 AR1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1800!SPC FL N     -   0.99999942  x   0.99998757  =   0.99998699
 AR1800!UTM  17      -   0.99999942  x   0.99984527  =   0.99984469
 AR1800
 AR1800                          SUPERSEDED SURVEY CONTROL
 AR1800
 AR1800  NAD 83(1990)-  29 39 30.98912(N)    082 27 24.44428(W) AD(       ) 2
 AR1800  ELLIP H (05/01/91)    3.72   (m)                       GP(       ) 4 1
 AR1800  NAD 83(1986)-  29 39 30.99760(N)    082 27 24.45106(W) AD(       ) 2
 AR1800  NGVD 29 (11/17/89)   32.0    (m)          105.     (f) GPS OBS        
 AR1800
 AR1800.Superseded values are not recommended for survey control.
 AR1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1800.See file dsdata.txt to determine how the superseded data were derived.
 AR1800
 AR1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5901081844(NAD 83)
 AR1800_MARKER: DD = SURVEY DISK
 AR1800_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1800_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1800_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1800+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1800
 AR1800  HISTORY     - Date     Condition        Report By
 AR1800  HISTORY     - 1988     MONUMENTED       PMC
 AR1800
 AR1800                          STATION DESCRIPTION
 AR1800
 AR1800'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1800'THE STATION IS LOCATED ABOUT 11.7 KM (7.3 MI)
 AR1800'WEST OF GAINESVILLE.
 AR1800'OWNERSHIP--PRIVATE.
 AR1800'
 AR1800'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND I-75, GO
 AR1800'WEST FOR 3.7 KM (2.3 MI) ON TO A GRAVEL-DIRT-PAVED DRIVE BEARING TO
 AR1800'THE SOUTH (THE DRIVE IS DIRECTLY OPPOSITE THE T-INTERSECTION OF
 AR1800'SR 26 AND NW 109TH DRIVE), GO SOUTH FOR 0.4 KM (0.25 MI) ON DRIVE
 AR1800'TO A TRAIL ROAD BEARING EAST, GO EAST FOR 0.2 KM (0.1 MI) ON TRAIL
 AR1800'ROAD THROUGH A GROUP OF PINE TREES TO A FENCE CORNER, GO NORTH FOR
 AR1800'182.9 METERS (600 FT) ALONG NORTH SOUTH FENCE TO A EAST WEST FENCE,
 AR1800'GO EAST FOR 91.44 METERS (300 FT) TO THE STATION.
 AR1800'THE STATION IS NORTHEAST 37.5 METERS (123 FT) FROM A TWIN 12 IN
 AR1800'SWEETGUM TREE IN THE FIELD, NORTHEAST 105.5 METERS (346 FT) FORM A
 AR1800'5 IN TWIN OAK IN NORTH-SOUTH FENCE, SOUTH 18.1 METERS (59.5 FT) OF
 AR1800'EAST-WEST FENCE, SOUTH 50.3 METERS (165 FT) FROM AN 18 OAK NORTH OF
 AR1800'EAST-WEST FENCE, SOUTHWEST 25.9 METERS (85 FT) OF A ROUND TIN
 AR1800'BUILDING.
 AR1800'
 AR1800'THE STATION IS A STANDARD AC GIS DISK
 AR1800'STAMPED---STATION A179---,
 AR1800'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1800'31.04 METERS (101.82 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1800'SET AT FENCE CORNER,
 AR1800'32.79 METERS (107.59 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1800'SET AT FENCE CORNER,
 AR1800'37.26 METERS (122.24 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1800'20 IN SWEET GUM,
 AR1800'49.95 METERS (163.89 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1800'20 IN OAK,
 AR1800'17.8 METERS (58.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1800'
 AR1800'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1800'STAMPED---AZIMUTH A180---,
 AR1800'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1800'18.48 METERS (60.64 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1800'IN 36 IN RED OAK,
 AR1800'4.19 METERS (13.75 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1800'IN 48 IN OAK,
 AR1800'6.23 METERS (20.44 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1800'24 IN WATER OAK,
 AR1800'0.9 METERS (3 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1800'TO REACH THE AZIMUTH FROM THE STATION,
 AR1800'GO SOUTH FOR 0.3 KM (0.2 MI) ON NORTH-SOUTH FENCE TO THE AZIMUTH.
 AR1800'THE AZIMUTH MARK IS SOUTHWEST 4.0 METERS (13 FT) FROM A 48 IN LIVE
 AR1800'OAK, WEST 28.9 METERS (95 FT) OF A NORTH-SOUTH FENCE, NORTH
 AR1800'37.8 METERS (124 FT) OF AN EAST WEST FENCE, NORTHEAST
 AR1800'3.8 METERS (12.5 FT) FROM A 24 IN WATER OAK, SOUTHWEST
 AR1800'20.7 METERS (68 FT) FROM A 36 IN OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7799 ***********************************************************************
 AG7799  DESIGNATION -  A 18 12 81
 AG7799  PID         -  AG7799
 AG7799  STATE/COUNTY-  FL/LEE
 AG7799  USGS QUAD   -  PORT BOCA GRANDE (1987)
 AG7799
 AG7799                         *CURRENT SURVEY CONTROL
 AG7799  ___________________________________________________________________
 AG7799* NAD 83(1986)-  26 43 37.     (N)    082 15 41.     (W)     SCALED    
 AG7799* NAVD 88     -         0.951  (meters)       3.12   (feet)  ADJUSTED  
 AG7799  ___________________________________________________________________
 AG7799  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AG7799  DYNAMIC HT  -           0.949 (meters)       3.11  (feet)  COMP
 AG7799  MODELED GRAV-     979,095.9   (mgal)                       NAVD 88
 AG7799
 AG7799  VERT ORDER  -  SECOND    CLASS I
 AG7799
 AG7799.The horizontal coordinates were scaled from a topographic map and have
 AG7799.an estimated accuracy of +/- 6 seconds.
 AG7799
 AG7799.The orthometric height was determined by differential leveling
 AG7799.and adjusted by the National Geodetic Survey in June 1991..
 AG7799
 AG7799.The geoid height was determined by GEOID03.
 AG7799
 AG7799.The dynamic height is computed by dividing the NAVD 88
 AG7799.geopotential number by the normal gravity value computed on the
 AG7799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7799.degrees latitude (g = 980.6199 gals.).
 AG7799
 AG7799.The modeled gravity was interpolated from observed gravity values.
 AG7799
 AG7799;                    North         East    Units  Estimated Accuracy
 AG7799;SPC FL W     -   265,180.      174,000.      MT  (+/- 180 meters Scaled)
 AG7799
 AG7799                          SUPERSEDED SURVEY CONTROL
 AG7799
 AG7799.No superseded survey control is available for this station.
 AG7799
 AG7799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK745568(NAD 83)
 AG7799_MARKER: DE = TRAVERSE STATION DISK
 AG7799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7799_SP_SET: CONCRETE POST
 AG7799_STAMPING: A18 12 81
 AG7799_MARK LOGO: FLDNR 
 AG7799_PROJECTION: RECESSED 10 CENTIMETERS
 AG7799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7799+STABILITY: SURFACE MOTION
 AG7799
 AG7799  HISTORY     - Date     Condition        Report By
 AG7799  HISTORY     - 1981     MONUMENTED       FLDT
 AG7799  HISTORY     - 1984     GOOD             FLDNR
 AG7799  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7799  HISTORY     - 20020603 GOOD             USPSQD
 AG7799
 AG7799                          STATION DESCRIPTION
 AG7799
 AG7799'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7799'IN BOCA GRANDE.
 AG7799'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7799'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7799'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7799'JUNCTION OF GILCHRIST AVENUE, GO 1.75 MILES SOUTH ON GILCHRIST AVENUE
 AG7799'(BECOMES GULF BOULEVARD) TO THE MARK.  THE MARK BEARS 16.5 FEET
 AG7799'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 85 FEET NORTHWEST OF A
 AG7799'POWER POLE, AND 15.5 FEET WEST-NORTHWEST OF A WITNESS POST.
 AG7799
 AG7799                          STATION RECOVERY (1990)
 AG7799
 AG7799'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7799'MARK NOT FOUND.
 AG7799
 AG7799                          STATION RECOVERY (2002)
 AG7799
 AG7799'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7799'STATION NOT FOUND IN 1990
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1429 ***********************************************************************
 AR1429  DESIGNATION -  A 18 FLDNR
 AR1429  PID         -  AR1429
 AR1429  STATE/COUNTY-  FL/DIXIE
 AR1429  USGS QUAD   -  SUWANNEE (1993)
 AR1429
 AR1429                         *CURRENT SURVEY CONTROL
 AR1429  ___________________________________________________________________
 AR1429* NAD 83(1986)-  29 19 59.     (N)    083 08 27.     (W)     SCALED    
 AR1429* NAVD 88     -         0.612  (meters)       2.01   (feet)  ADJUSTED  
 AR1429  ___________________________________________________________________
 AR1429  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AR1429  DYNAMIC HT  -           0.611 (meters)       2.00  (feet)  COMP
 AR1429  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 AR1429
 AR1429  VERT ORDER  -  SECOND    CLASS I
 AR1429
 AR1429.The horizontal coordinates were scaled from a topographic map and have
 AR1429.an estimated accuracy of +/- 6 seconds.
 AR1429
 AR1429.The orthometric height was determined by differential leveling
 AR1429.and adjusted by the National Geodetic Survey in June 1991..
 AR1429
 AR1429.The geoid height was determined by GEOID03.
 AR1429
 AR1429.The dynamic height is computed by dividing the NAVD 88
 AR1429.geopotential number by the normal gravity value computed on the
 AR1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1429.degrees latitude (g = 980.6199 gals.).
 AR1429
 AR1429.The modeled gravity was interpolated from observed gravity values.
 AR1429
 AR1429;                    North         East    Units  Estimated Accuracy
 AR1429;SPC FL N     -    37,710.      732,010.      MT  (+/- 180 meters Scaled)
 AR1429
 AR1429                          SUPERSEDED SURVEY CONTROL
 AR1429
 AR1429.No superseded survey control is available for this station.
 AR1429
 AR1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN921467(NAD 83)
 AR1429_MARKER: DB = BENCH MARK DISK
 AR1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1429_SP_SET: CONCRETE POST
 AR1429_STAMPING: DNR A18
 AR1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1429+STABILITY: SURFACE MOTION
 AR1429
 AR1429  HISTORY     - Date     Condition        Report By
 AR1429  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1429  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1429
 AR1429                          STATION DESCRIPTION
 AR1429
 AR1429'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1429'21.2 MI SW FROM OLD TOWN.
 AR1429'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1429'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1429'21.25 MILES. ABOUT 33.6 FEET S55E FROM CENTERLINE OF SR349 ABOUT
 AR1429'32.6 FEET S40E FROM A POWER POLE. A 2.25 INCH DIAMETER BRASS DNR
 AR1429'LAKES BENCH MARK DISK WITH AN 18 INCH BY HALF INCH REBAR DRIVEN
 AR1429'INTO THE ADJACENT GROUND.
 AR1429
 AR1429                          STATION RECOVERY (1994)
 AR1429
 AR1429'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2081 ***********************************************************************
 BG2081  DESIGNATION -  A 180
 BG2081  PID         -  BG2081
 BG2081  STATE/COUNTY-  FL/ESCAMBIA
 BG2081  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2081
 BG2081                         *CURRENT SURVEY CONTROL
 BG2081  ___________________________________________________________________
 BG2081* NAD 83(1986)-  30 23 47.     (N)    086 36 16.     (W)     SCALED    
 BG2081* NAVD 88     -         1.673  (meters)       5.49   (feet)  ADJUSTED  
 BG2081  ___________________________________________________________________
 BG2081  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG2081  DYNAMIC HT  -           1.671 (meters)       5.48  (feet)  COMP
 BG2081  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 BG2081
 BG2081  VERT ORDER  -  FIRST     CLASS II
 BG2081
 BG2081.The horizontal coordinates were scaled from a topographic map and have
 BG2081.an estimated accuracy of +/- 6 seconds.
 BG2081
 BG2081.The orthometric height was determined by differential leveling
 BG2081.and adjusted by the National Geodetic Survey in June 1991..
 BG2081
 BG2081.The geoid height was determined by GEOID03.
 BG2081
 BG2081.The dynamic height is computed by dividing the NAVD 88
 BG2081.geopotential number by the normal gravity value computed on the
 BG2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2081.degrees latitude (g = 980.6199 gals.).
 BG2081
 BG2081.The modeled gravity was interpolated from observed gravity values.
 BG2081
 BG2081;                    North         East    Units  Estimated Accuracy
 BG2081;SPC FL N     -   156,650.      397,780.      MT  (+/- 180 meters Scaled)
 BG2081
 BG2081                          SUPERSEDED SURVEY CONTROL
 BG2081
 BG2081  NGVD 29 (??/??/92)    1.800  (m)            5.91   (f) ADJ UNCH    1 2
 BG2081
 BG2081.Superseded values are not recommended for survey control.
 BG2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2081.See file dsdata.txt to determine how the superseded data were derived.
 BG2081
 BG2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU379627(NAD 83)
 BG2081_MARKER: DB = BENCH MARK DISK
 BG2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2081_STAMPING: A 180 1957
 BG2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2081+STABILITY: SURFACE MOTION
 BG2081
 BG2081  HISTORY     - Date     Condition        Report By
 BG2081  HISTORY     - 1957     MONUMENTED       CGS
 BG2081  HISTORY     - 1975     GOOD             NGS
 BG2081
 BG2081                          STATION DESCRIPTION
 BG2081
 BG2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BG2081'1.2 MI SE FROM FORT WALTON BEACH.
 BG2081'0.75 MILE EAST ALONG U.S. HIGHWAY 98 FROM THE MASONIC TEMPLE
 BG2081'AND POST OFFICE AT FORT WALTON BEACH, THENCE ABOUT 0.4 MILE WEST
 BG2081'ALONG A BLACK TOP ROAD FOLLOWING ALONG SANTA ROSA ISLAND, 62
 BG2081'FEET NORTH OF CENTER LINE OF BLACK TOP ROAD, 358 FEET
 BG2081'WEST-NORTHWEST OF CENTER OF JUNCTION OF ROAD AND ENTRANCE DRIVE
 BG2081'TO BLUE HORIZON MOTEL WHICH IS LOCATED SOUTH OF ROAD, 20 FEET
 BG2081'EAST OF CENTER LINE OF A SAND STREET LEADING NORTH, 4 FEET EAST
 BG2081'OF A TELEPHONE CABLE POLE AND IN LINE WITH ROW OF POLES, 2 FEET
 BG2081'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 BG2081'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BG2081'MARK IS 1 FT UNDERGROUND.
 BG2081
 BG2081                          STATION RECOVERY (1975)
 BG2081
 BG2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1466 ***********************************************************************
 BG1466  DESIGNATION -  A 181
 BG1466  PID         -  BG1466
 BG1466  STATE/COUNTY-  FL/OKALOOSA
 BG1466  USGS QUAD   -  NICEVILLE (1994)
 BG1466
 BG1466                         *CURRENT SURVEY CONTROL
 BG1466  ___________________________________________________________________
 BG1466* NAD 83(1986)-  30 36 26.     (N)    086 27 37.     (W)     SCALED    
 BG1466* NAVD 88     -        56.304  (meters)     184.72   (feet)  ADJUSTED  
 BG1466  ___________________________________________________________________
 BG1466  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG1466  DYNAMIC HT  -          56.231 (meters)     184.48  (feet)  COMP
 BG1466  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 BG1466
 BG1466  VERT ORDER  -  SECOND    CLASS 0
 BG1466
 BG1466.The horizontal coordinates were scaled from a topographic map and have
 BG1466.an estimated accuracy of +/- 6 seconds.
 BG1466
 BG1466.The orthometric height was determined by differential leveling
 BG1466.and adjusted by the National Geodetic Survey in June 1991..
 BG1466
 BG1466.The geoid height was determined by GEOID03.
 BG1466
 BG1466.The dynamic height is computed by dividing the NAVD 88
 BG1466.geopotential number by the normal gravity value computed on the
 BG1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1466.degrees latitude (g = 980.6199 gals.).
 BG1466
 BG1466.The modeled gravity was interpolated from observed gravity values.
 BG1466
 BG1466;                    North         East    Units  Estimated Accuracy
 BG1466;SPC FL N     -   179,780.      412,040.      MT  (+/- 180 meters Scaled)
 BG1466
 BG1466                          SUPERSEDED SURVEY CONTROL
 BG1466
 BG1466  NGVD 29 (??/??/92)   56.418  (m)          185.10   (f) ADJ UNCH    2 0
 BG1466
 BG1466.Superseded values are not recommended for survey control.
 BG1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1466.See file dsdata.txt to determine how the superseded data were derived.
 BG1466
 BG1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU517861(NAD 83)
 BG1466_MARKER: DB = BENCH MARK DISK
 BG1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1466_STAMPING: A 181 1957
 BG1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1466+STABILITY: SURFACE MOTION
 BG1466
 BG1466  HISTORY     - Date     Condition        Report By
 BG1466  HISTORY     - 1957     MONUMENTED       CGS
 BG1466
 BG1466                          STATION DESCRIPTION
 BG1466
 BG1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BG1466'8.2 MI N FROM NICEVILLE.
 BG1466'6.2 MILES NORTHEAST AND NORTH ALONG STATE HIGHWAY 285 FROM
 BG1466'JUNCTION OF STATE HIGHWAY 20 AT NICEVILLE, THENCE ABOUT 1.05
 BG1466'MILES NORTHWEST ALONG A GRADED ROAD, THENCE ABOUT 1.0 MILE
 BG1466'WEST ALONG A GRADED AND SAND ROAD, IN SECTION 5, T 1 N. R 22
 BG1466'W, 25 FEET SOUTH OF CENTER LINE OF ROAD, 180 FEET WEST OF CENTER
 BG1466'OF SAND CROSSROAD, 40 FEET SOUTHEAST OF CENTER OF JUNCTION
 BG1466'OF A DIM ROAD NORTHWEST, 46 FEET EAST-SOUTHEAST OF A TRIANGULAR
 BG1466'BLAZED 6-INCH PINE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BG1466'POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 BG1466'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1801 ***********************************************************************
 AR1801  DESIGNATION -  A 181
 AR1801  PID         -  AR1801
 AR1801  STATE/COUNTY-  FL/ALACHUA
 AR1801  USGS QUAD   -  HIGH SPRINGS (1993)
 AR1801
 AR1801                         *CURRENT SURVEY CONTROL
 AR1801  ___________________________________________________________________
 AR1801* NAD 83(1999)-  29 49 39.86554(N)    082 31 19.98295(W)     ADJUSTED  
 AR1801* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 AR1801  ___________________________________________________________________
 AR1801  X           -     720,695.870 (meters)                     COMP
 AR1801  Y           -  -5,490,680.293 (meters)                     COMP
 AR1801  Z           -   3,153,821.110 (meters)                     COMP
 AR1801  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AR1801  ELLIP HEIGHT-          -2.85  (meters)          (06/12/02) GPS OBS
 AR1801  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AR1801
 AR1801  HORZ ORDER  -  SECOND
 AR1801  ELLP ORDER  -  FOURTH    CLASS I
 AR1801
 AR1801.The horizontal coordinates were established by GPS observations
 AR1801.and adjusted by the National Geodetic Survey in June 2002..
 AR1801
 AR1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1801
 AR1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1801
 AR1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1801
 AR1801.The ellipsoidal height was determined by GPS observations
 AR1801.and is referenced to NAD 83.
 AR1801
 AR1801.The geoid height was determined by GEOID03.
 AR1801
 AR1801;                    North         East     Units Scale Factor Converg.
 AR1801;SPC FL N     -    93,410.727   791,141.482   MT  0.99996588   +0 59 38.0
 AR1801;SPC FL N     -   306,465.03  2,595,603.35   sFT  0.99996588   +0 59 38.0
 AR1801;UTM  17      - 3,300,669.768   352,923.945   MT  0.99986689   -0 45 26.2
 AR1801
 AR1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1801!SPC FL N     -   1.00000045  x   0.99996588  =   0.99996633
 AR1801!UTM  17      -   1.00000045  x   0.99986689  =   0.99986734
 AR1801
 AR1801                          SUPERSEDED SURVEY CONTROL
 AR1801
 AR1801  NAD 83(1990)-  29 49 39.86397(N)    082 31 19.98208(W) AD(       ) 2
 AR1801  ELLIP H (05/01/91)   -2.78   (m)                       GP(       ) 4 1
 AR1801  NAD 83(1986)-  29 49 39.87171(N)    082 31 19.98579(W) AD(       ) 2
 AR1801  NGVD 29 (11/17/89)   25.6    (m)           84.     (f) GPS OBS        
 AR1801
 AR1801.Superseded values are not recommended for survey control.
 AR1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1801.See file dsdata.txt to determine how the superseded data were derived.
 AR1801
 AR1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5292400670(NAD 83)
 AR1801_MARKER: DD = SURVEY DISK
 AR1801_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1801_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1801_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1801+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1801
 AR1801  HISTORY     - Date     Condition        Report By
 AR1801  HISTORY     - 1988     MONUMENTED       PMC
 AR1801
 AR1801                          STATION DESCRIPTION
 AR1801
 AR1801'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1801'THE STATION IS LOCATED ABOUT 26.5 KM (16.5 MI)
 AR1801'WEST OF GAINESVILLE.
 AR1801'OWNERSHIP--I-75 R/W.
 AR1801'
 AR1801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND I-75 IN
 AR1801'ALACHUA, GO NORTH FOR 3.2 KM (2 MI) ON I-75 TO THE MOTORIST AID
 AR1801'CALL BOX NO. 26741, THE STATION IS ACROSS THE HIGHWAY ON THE
 AR1801'SOUTHBOUND SIDE.  THE STATION IS SOUTH 1.3 KM (0.8 MI) OF ACR 235A
 AR1801'OVERPASS ON I-75, SOUTH 36.6 METERS (120 FT) OF A MOTORIST AID CALL
 AR1801'BOX NO. 26742, WEST 19.5 METERS (64 FT) OF THE PAVED SHOULDER, AND
 AR1801'EAST 5.2 METERS (17 FT) OF THE R/W FENCE.
 AR1801'
 AR1801'THE STATION IS A STANDARD AC GIS DISK
 AR1801'STAMPED---STATION A181---,
 AR1801'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1801'23.84 METERS (78.20 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1801'IN ASPHALT,
 AR1801'23.49 METERS (77.08 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1801'ASPHALT,
 AR1801'5.80 METERS (19.04 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1801'7.65 METERS (25.11 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1801'0.6 METERS (2 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1801'
 AR1801'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1801'STAMPED---AZIMUTH A182---,
 AR1801'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1801'10.73 METERS (35.21 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1801'IN CENTERLINE OF COUNTY ROAD FOR CAMP GROUND,
 AR1801'6.13 METERS (20.11 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1801'IN 14 IN PINE,
 AR1801'6.90 METERS (22.62 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1801'IN 16 IN PINE,
 AR1801'0.5 METERS (1.5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1801'TO REACH THE AZIMUTH FROM THE STATION,
 AR1801'GO SOUTHEAST FOR 0.8 KM (0.5 MI) ON I-75 TO THE AZIMUTH ON THE EAST
 AR1801'SIDE OF THE HIGHWAY.  THE AZIMUTH MARK IS SOUTH 22.9 METERS (75 FT)
 AR1801'OF A POWER POLE, WEST 0.3 METERS (1 FT) OF THE R/W FENCE, NORTH OF
 AR1801'A STAND OF PINE IN THE R/W, OPPOSITE OF THE NORTH END OF A RV CAMP
 AR1801'GROUND, AND 91.4 METERS (300 FT) NORTH OF A BILLBOARD THAT READS
 AR1801'WAFFLE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2275 ***********************************************************************
 BG2275  DESIGNATION -  A 182 RESET 1962
 BG2275  PID         -  BG2275
 BG2275  STATE/COUNTY-  FL/WALTON
 BG2275  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2275
 BG2275                         *CURRENT SURVEY CONTROL
 BG2275  ___________________________________________________________________
 BG2275* NAD 83(1986)-  30 17 05.     (N)    086 00 54.     (W)     SCALED    
 BG2275* NAVD 88     -         5.314  (meters)      17.43   (feet)  ADJUSTED  
 BG2275  ___________________________________________________________________
 BG2275  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2275  DYNAMIC HT  -           5.307 (meters)      17.41  (feet)  COMP
 BG2275  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 BG2275
 BG2275  VERT ORDER  -  SECOND    CLASS I
 BG2275
 BG2275.The horizontal coordinates were scaled from a topographic map and have
 BG2275.an estimated accuracy of +/- 6 seconds.
 BG2275
 BG2275.The orthometric height was determined by differential leveling
 BG2275.and adjusted by the National Geodetic Survey in June 1991..
 BG2275
 BG2275.The geoid height was determined by GEOID03.
 BG2275
 BG2275.The dynamic height is computed by dividing the NAVD 88
 BG2275.geopotential number by the normal gravity value computed on the
 BG2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2275.degrees latitude (g = 980.6199 gals.).
 BG2275
 BG2275.The modeled gravity was interpolated from observed gravity values.
 BG2275
 BG2275;                    North         East    Units  Estimated Accuracy
 BG2275;SPC FL N     -   143,380.      454,250.      MT  (+/- 180 meters Scaled)
 BG2275
 BG2275                          SUPERSEDED SURVEY CONTROL
 BG2275
 BG2275  NGVD 29 (??/??/??)    5.44   (m)           17.8    (f) RESET       3  
 BG2275
 BG2275.Superseded values are not recommended for survey control.
 BG2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2275.See file dsdata.txt to determine how the superseded data were derived.
 BG2275
 BG2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU947507(NAD 83)
 BG2275_MARKER: DB = BENCH MARK DISK
 BG2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2275_STAMPING: A 182 RESET 1962
 BG2275_MARK LOGO: CGS   
 BG2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2275+STABILITY: SURFACE MOTION
 BG2275
 BG2275  HISTORY     - Date     Condition        Report By
 BG2275  HISTORY     - 1962     MONUMENTED       USGS
 BG2275  HISTORY     - 1962     GOOD             NGS
 BG2275  HISTORY     - 1975     GOOD             NGS
 BG2275  HISTORY     - 1976     GOOD             FLDNR
 BG2275  HISTORY     - 1976     GOOD             FLDNR
 BG2275  HISTORY     - 1984     GOOD             FLDNR
 BG2275  HISTORY     - 19910423 GOOD             USPSQD
 BG2275  HISTORY     - 19940114 GOOD             USPSQD
 BG2275
 BG2275                          STATION DESCRIPTION
 BG2275
 BG2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BG2275'24.6 MI NW FROM PANAMA CITY.
 BG2275'24.6 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE
 BG2275'AT PANAMA CITY, 1.4 MILES NORTHWEST OF THE BAY AND WALTON COUNTY
 BG2275'LINES, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34
 BG2275'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 1.1
 BG2275'FEET SOUTHWEST OF A STEEL WITNESS POST, SET IN THE TOP OF A
 BG2275'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BG2275
 BG2275                          STATION RECOVERY (1975)
 BG2275
 BG2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2275'RECOVERED IN GOOD CONDITION.
 BG2275
 BG2275                          STATION RECOVERY (1976)
 BG2275
 BG2275'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BG2275'RECOVERED IN GOOD CONDITION.
 BG2275
 BG2275                          STATION RECOVERY (1976)
 BG2275
 BG2275'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BG2275'RECOVERED IN GOOD CONDITION.
 BG2275
 BG2275                          STATION RECOVERY (1984)
 BG2275
 BG2275'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG2275'RECOVERED IN GOOD CONDITION.
 BG2275
 BG2275                          STATION RECOVERY (1991)
 BG2275
 BG2275'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2275'RECOVERED IN GOOD CONDITION.
 BG2275
 BG2275                          STATION RECOVERY (1994)
 BG2275
 BG2275'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1802 ***********************************************************************
 AR1802  DESIGNATION -  A 183
 AR1802  PID         -  AR1802
 AR1802  STATE/COUNTY-  FL/ALACHUA
 AR1802  USGS QUAD   -  ARREDONDO (1993)
 AR1802
 AR1802                         *CURRENT SURVEY CONTROL
 AR1802  ___________________________________________________________________
 AR1802* NAD 83(1999)-  29 37 01.07207(N)    082 28 22.97950(W)     ADJUSTED  
 AR1802* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 AR1802  ___________________________________________________________________
 AR1802  X           -     726,924.609 (meters)                     COMP
 AR1802  Y           -  -5,501,542.723 (meters)                     COMP
 AR1802  Z           -   3,133,530.268 (meters)                     COMP
 AR1802  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AR1802  ELLIP HEIGHT-          -4.13  (meters)          (06/12/02) GPS OBS
 AR1802  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AR1802
 AR1802  HORZ ORDER  -  SECOND
 AR1802  ELLP ORDER  -  FOURTH    CLASS I
 AR1802
 AR1802.The horizontal coordinates were established by GPS observations
 AR1802.and adjusted by the National Geodetic Survey in June 2002..
 AR1802
 AR1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1802
 AR1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1802
 AR1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1802
 AR1802.The ellipsoidal height was determined by GPS observations
 AR1802.and is referenced to NAD 83.
 AR1802
 AR1802.The geoid height was determined by GEOID03.
 AR1802
 AR1802;                    North         East     Units Scale Factor Converg.
 AR1802;SPC FL N     -    70,134.315   796,308.091   MT  0.99999424   +1 01 06.9
 AR1802;SPC FL N     -   230,099.00  2,612,554.13   sFT  0.99999424   +1 01 06.9
 AR1802;UTM  17      - 3,277,249.329   357,377.230   MT  0.99985098   -0 43 41.2
 AR1802
 AR1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1802!SPC FL N     -   1.00000065  x   0.99999424  =   0.99999489
 AR1802!UTM  17      -   1.00000065  x   0.99985098  =   0.99985163
 AR1802
 AR1802                          SUPERSEDED SURVEY CONTROL
 AR1802
 AR1802  NAD 83(1990)-  29 37 01.07082(N)    082 28 22.97925(W) AD(       ) 2
 AR1802  ELLIP H (05/01/91)   -4.09   (m)                       GP(       ) 4 1
 AR1802  NAD 83(1986)-  29 37 01.07922(N)    082 28 22.98603(W) AD(       ) 2
 AR1802  NGVD 29 (11/17/89)   24.2    (m)           79.     (f) GPS OBS        
 AR1802
 AR1802.Superseded values are not recommended for survey control.
 AR1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1802.See file dsdata.txt to determine how the superseded data were derived.
 AR1802
 AR1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5737777249(NAD 83)
 AR1802_MARKER: DD = SURVEY DISK
 AR1802_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1802_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1802_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1802+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1802
 AR1802  HISTORY     - Date     Condition        Report By
 AR1802  HISTORY     - 1988     MONUMENTED       PMC
 AR1802
 AR1802                          STATION DESCRIPTION
 AR1802
 AR1802'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1802'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI)
 AR1802'WEST-SOUTHWEST OF GAINESVILLE.
 AR1802'OWNERSHIP--POWER LINE R/W.
 AR1802'
 AR1802'TO REACH THE STATION FROM THE INTERSECTION OF SW 24TH AVE AND
 AR1802'SW 122 STREET, GO SOUTH FOR 1.6 KM (1.0 MI) ON SW 122 STREET TO THE
 AR1802'STATION WEST OF SW 122 STREET ON A POWER LINE R/W.
 AR1802'THE STATION IS WEST 32.6 METERS (107 FT) OF SW 122 STREET CENTER OF
 AR1802'PAVEMENT, NORTH 71 METERS (233 FT) OF AN EAST-WEST TRAIL ROAD,
 AR1802'NORTHEAST 20.9 METERS (68.5 FT) FROM A CITY OF GAINESVILLE WOOD
 AR1802'POWER POLE, AND SOUTHWEST 72.8 METERS (239 FT) FROM A METAL POWER
 AR1802'POLE NO. 385.
 AR1802'
 AR1802'THE STATION IS A STANDARD AC GIS DISK
 AR1802'STAMPED---STATION A183---,
 AR1802'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1802'20.82 METERS (68.30 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1802'IN POWER POLE,
 AR1802'32.67 METERS (107.17 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1802'SET IN WEST E/P,
 AR1802'32.71 METERS (107.33 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1802'SET IN WEST E/P,
 AR1802'15.85 METERS (52.01 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1802'SET,
 AR1802'12.8 METERS (42 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1802'
 AR1802'AZIMUTH MARK NO. 1 IS A STANARD AC GIS DISK
 AR1802'STAMPED---AZIMUTH A184---,
 AR1802'SET INTO THE GROUND 44 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1802'18.09 METERS (59.35 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1802'POWER POLE,
 AR1802'9.22 METERS (30.26 FT) EAST FROM A REBAR AND CAP (NO 3765) SET
 AR1802'SOUTH OF A MAGNOLIA AND 4 FT SOUTH OF A FENCE,
 AR1802'24.70 METERS (81.05 FT) NORTHWEST FROM A CHISELED CROSS ON TOP OF
 AR1802'METAL STUD IN POWER POLE NO. 388,
 AR1802'0.8 METERS (2.7 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1802'TO REACH THE AZIMUTH FROM THE STATION,
 AR1802'GO NORTH FOR 0.6 KM (0.4 MI) ON SW 122 STREET TO THE AZIMUTH MARK
 AR1802'WEST OF SW 122 STREET ON POWER LINE R/W.  THE AZIMUTH MARK IS SOUTH
 AR1802'0.9 METERS (3 FT) OF AN EAST-WEST CHAIN LINK FENCE, WEST
 AR1802'33.2 METERS (109 FT) OF SW 122 STREET CENTER OF PAVEMENT, WEST
 AR1802'18.1 METERS (59.5 FT) FROM A WOOD POWER POLE, NORTHWEST
 AR1802'25.0 METERS (82 FT) FROM A METAL POWER POLE NO. 388.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0100 ***********************************************************************
 BC0100  DESIGNATION -  A 184
 BC0100  PID         -  BC0100
 BC0100  STATE/COUNTY-  FL/NASSAU
 BC0100  USGS QUAD   -  CALLAHAN (1992)
 BC0100
 BC0100                         *CURRENT SURVEY CONTROL
 BC0100  ___________________________________________________________________
 BC0100* NAD 83(1986)-  30 32 20.     (N)    081 51 10.     (W)     SCALED    
 BC0100* NAVD 88     -         6.992  (meters)      22.94   (feet)  ADJUSTED  
 BC0100  ___________________________________________________________________
 BC0100  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC0100  DYNAMIC HT  -           6.983 (meters)      22.91  (feet)  COMP
 BC0100  MODELED GRAV-     979,370.9   (mgal)                       NAVD 88
 BC0100
 BC0100  VERT ORDER  -  FIRST     CLASS II
 BC0100
 BC0100.The horizontal coordinates were scaled from a topographic map and have
 BC0100.an estimated accuracy of +/- 6 seconds.
 BC0100
 BC0100.The orthometric height was determined by differential leveling
 BC0100.and adjusted by the National Geodetic Survey in June 1991..
 BC0100
 BC0100.The geoid height was determined by GEOID03.
 BC0100
 BC0100.The dynamic height is computed by dividing the NAVD 88
 BC0100.geopotential number by the normal gravity value computed on the
 BC0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0100.degrees latitude (g = 980.6199 gals.).
 BC0100
 BC0100.The modeled gravity was interpolated from observed gravity values.
 BC0100
 BC0100;                    North         East    Units  Estimated Accuracy
 BC0100;SPC FL E     -   687,910.      118,170.      MT  (+/- 180 meters Scaled)
 BC0100
 BC0100                          SUPERSEDED SURVEY CONTROL
 BC0100
 BC0100  NGVD 29 (??/??/92)    7.296  (m)           23.94   (f) ADJ UNCH    1 2
 BC0100
 BC0100.Superseded values are not recommended for survey control.
 BC0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0100.See file dsdata.txt to determine how the superseded data were derived.
 BC0100
 BC0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP181788(NAD 83)
 BC0100_MARKER: DB = BENCH MARK DISK
 BC0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0100_SP_SET: CULVERT
 BC0100_STAMPING: A 184 1957
 BC0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0100
 BC0100  HISTORY     - Date     Condition        Report By
 BC0100  HISTORY     - 1957     MONUMENTED       CGS
 BC0100  HISTORY     - 1959     GOOD             NGS
 BC0100
 BC0100                          STATION DESCRIPTION
 BC0100
 BC0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BC0100'2.3 MI SW FROM CALLAHAN.
 BC0100'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM ITS JUNCTION
 BC0100'WITH U.S. HIGHWAY 23 AT CALLAHAN, 93 FT. NORTHEAST OF A
 BC0100'TELEPHONE POLE, 23 FT. NORTHWEST OF THE CENTER LINE OF THE
 BC0100'HIGHWAY, SET IN THE TOP OF THE NORTHWEST HEADWALL OF A
 BC0100'CONCRETE CULVERT, 9.3 FT. NORTHEAST OF THE SOUTHWEST END OF
 BC0100'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1574 ***********************************************************************
 BC1574  DESIGNATION -  A 184 RESET
 BC1574  PID         -  BC1574
 BC1574  STATE/COUNTY-  FL/NASSAU
 BC1574  USGS QUAD   -  CALLAHAN (1992)
 BC1574
 BC1574                         *CURRENT SURVEY CONTROL
 BC1574  ___________________________________________________________________
 BC1574* NAD 83(1986)-  30 33 16.     (N)    081 50 24.     (W)     SCALED    
 BC1574* NAVD 88     -         6.24   (meters)      20.5    (feet)  RESET     
 BC1574  ___________________________________________________________________
 BC1574  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC1574
 BC1574  VERT ORDER  -  THIRD
 BC1574
 BC1574.The horizontal coordinates were scaled from a topographic map and have
 BC1574.an estimated accuracy of +/- 6 seconds.
 BC1574
 BC1574.The orthometric height was computed from unverified reset data.
 BC1574.No vertical observational check was made to the station.
 BC1574
 BC1574.The geoid height was determined by GEOID03.
 BC1574
 BC1574;                    North         East    Units  Estimated Accuracy
 BC1574;SPC FL E     -   689,630.      119,410.      MT  (+/- 180 meters Scaled)
 BC1574
 BC1574                          SUPERSEDED SURVEY CONTROL
 BC1574
 BC1574  NGVD 29 (08/19/04)    6.55   (m)           21.5    (f) RESET       3  
 BC1574
 BC1574.Superseded values are not recommended for survey control.
 BC1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1574.See file dsdata.txt to determine how the superseded data were derived.
 BC1574
 BC1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP194805(NAD 83)
 BC1574_MARKER: DB = BENCH MARK DISK
 BC1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC1574_STAMPING: A 184 RESET 1979
 BC1574_PROJECTION: FLUSH
 BC1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1574+STABILITY: SURFACE MOTION
 BC1574
 BC1574  HISTORY     - Date     Condition        Report By
 BC1574  HISTORY     - 1979     MONUMENTED       NGS
 BC1574
 BC1574                          STATION DESCRIPTION
 BC1574
 BC1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BC1574'2.3 MI SW FROM CALLAHAN.
 BC1574'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM ITS JUNCTION WITH
 BC1574'U.S. HIGHWAY 1 AND 23 IN CALLAHAN, 88.0 FEET NORTH OF THE CENTER
 BC1574'OF CONCRETE CULVERT UNDER HIGHWAY, 42.5 FEET NORTHWEST OF THE
 BC1574'CENTER OF U.S. HIGHWAY 301, 15.0 FEET SOUTHEAST OF A 24-INCH PINE
 BC1574'TREE, AND 25.0 FEET SOUTH OF A 36-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1803 ***********************************************************************
 AR1803  DESIGNATION -  A 185
 AR1803  PID         -  AR1803
 AR1803  STATE/COUNTY-  FL/ALACHUA
 AR1803  USGS QUAD   -  GAINESVILLE WEST (1993)
 AR1803
 AR1803                         *CURRENT SURVEY CONTROL
 AR1803  ___________________________________________________________________
 AR1803* NAD 83(1999)-  29 41 52.31477(N)    082 27 16.60128(W)     ADJUSTED  
 AR1803* NAVD 88     -        31.9    (meters)     105.     (feet)  VERTCON   
 AR1803  ___________________________________________________________________
 AR1803  X           -     728,113.261 (meters)                     COMP
 AR1803  Y           -  -5,496,916.451 (meters)                     COMP
 AR1803  Z           -   3,141,326.994 (meters)                     COMP
 AR1803  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AR1803  ELLIP HEIGHT-           3.76  (meters)          (06/12/02) GPS OBS
 AR1803  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1803
 AR1803  HORZ ORDER  -  SECOND
 AR1803  ELLP ORDER  -  FOURTH    CLASS I
 AR1803
 AR1803.The horizontal coordinates were established by GPS observations
 AR1803.and adjusted by the National Geodetic Survey in June 2002..
 AR1803
 AR1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1803
 AR1803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1803
 AR1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1803
 AR1803.The ellipsoidal height was determined by GPS observations
 AR1803.and is referenced to NAD 83.
 AR1803
 AR1803.The geoid height was determined by GEOID03.
 AR1803
 AR1803;                    North         East     Units Scale Factor Converg.
 AR1803;SPC FL N     -    79,132.234   797,932.777   MT  0.99998177   +1 01 40.3
 AR1803;SPC FL N     -   259,619.67  2,617,884.45   sFT  0.99998177   +1 01 40.3
 AR1803;UTM  17      - 3,286,192.259   359,275.311   MT  0.99984434   -0 43 14.8
 AR1803
 AR1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1803!SPC FL N     -   0.99999941  x   0.99998177  =   0.99998118
 AR1803!UTM  17      -   0.99999941  x   0.99984434  =   0.99984375
 AR1803
 AR1803                          SUPERSEDED SURVEY CONTROL
 AR1803
 AR1803  NAD 83(1990)-  29 41 52.31333(N)    082 27 16.60072(W) AD(       ) 2
 AR1803  ELLIP H (05/01/91)    3.83   (m)                       GP(       ) 4 1
 AR1803  NAD 83(1986)-  29 41 52.32156(N)    082 27 16.60545(W) AD(       ) 2
 AR1803  NGVD 29 (11/17/89)   32.1    (m)          105.     (f) GPS OBS        
 AR1803
 AR1803.Superseded values are not recommended for survey control.
 AR1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1803.See file dsdata.txt to determine how the superseded data were derived.
 AR1803
 AR1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5927586192(NAD 83)
 AR1803_MARKER: DD = SURVEY DISK
 AR1803_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1803_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1803_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1803+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1803
 AR1803  HISTORY     - Date     Condition        Report By
 AR1803  HISTORY     - 1988     MONUMENTED       PMC
 AR1803
 AR1803                          STATION DESCRIPTION
 AR1803
 AR1803'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1803'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI)
 AR1803'WEST-NORTHWEST OF GAINESVILLE.
 AR1803'OWNERSHIP--I-75 R/W.
 AR1803'
 AR1803'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF I-75
 AR1803'AND NW 39TH AVE (ACR 222), GO NORTHWEST FOR
 AR1803'1.3 KM (0.8 MI) ON I-75 TO THE STATION ON THE EAST SIDE OF THE
 AR1803'HIGHWAY.
 AR1803'
 AR1803'THE STATION IS A STANDARD AC GIS DISK
 AR1803'STAMPED---STATION A185---,
 AR1803'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1803'23.93 METERS (78.52 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1803'IN 6 IN PINE,
 AR1803'15.51 METERS (57.44 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1803'IN ASPHALT,
 AR1803'18.15 METERS (59.54 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1803'IN 6 IN PINE,
 AR1803'3.38 METERS (11.08 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1803'3.4 METERS (11 FT) SOUTHWEST FROM A CARSONITE WITNESS POST SET.
 AR1803'
 AR1803'AZIMUTH MARK NO. 1 IS A STANARD AC GIS DISK
 AR1803'STAMPED---AZIMUTH A186---,
 AR1803'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1803'20.62 METERS (67.66 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1803'IN 12 IN PINE,
 AR1803'14.59 METERS (47.87 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1803'IN ASPHALT,
 AR1803'9.15 METERS (30.02 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1803'10 IN CHERRY,
 AR1803'5.9 METERS (19.5 FT) NORTHEAST FROM A CARSONITE WITNESS POST SET.
 AR1803'TO REACH THE AZIMUTH FROM THE STATION,
 AR1803'GO SOUTHEAST FOR 0.45 KM (0.28 MI) ON I-75 TO THE AZIMUTH MARK ON
 AR1803'WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5026 ***********************************************************************
 AG5026  DESIGNATION -  A 186
 AG5026  PID         -  AG5026
 AG5026  STATE/COUNTY-  FL/SARASOTA
 AG5026  USGS QUAD   -  SARASOTA (1992)
 AG5026
 AG5026                         *CURRENT SURVEY CONTROL
 AG5026  ___________________________________________________________________
 AG5026* NAD 83(1986)-  27 21 07.     (N)    082 31 33.     (W)     SCALED    
 AG5026* NAVD 88     -         9.155  (meters)      30.04   (feet)  ADJUSTED  
 AG5026  ___________________________________________________________________
 AG5026  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AG5026  DYNAMIC HT  -           9.141 (meters)      29.99  (feet)  COMP
 AG5026  MODELED GRAV-     979,130.7   (mgal)                       NAVD 88
 AG5026
 AG5026  VERT ORDER  -  FIRST     CLASS I
 AG5026
 AG5026.The horizontal coordinates were scaled from a topographic map and have
 AG5026.an estimated accuracy of +/- 6 seconds.
 AG5026
 AG5026.The orthometric height was determined by differential leveling
 AG5026.and adjusted by the National Geodetic Survey in June 1991..
 AG5026
 AG5026.The geoid height was determined by GEOID03.
 AG5026
 AG5026.The dynamic height is computed by dividing the NAVD 88
 AG5026.geopotential number by the normal gravity value computed on the
 AG5026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5026.degrees latitude (g = 980.6199 gals.).
 AG5026
 AG5026.The modeled gravity was interpolated from observed gravity values.
 AG5026
 AG5026;                    North         East    Units  Estimated Accuracy
 AG5026;SPC FL W     -   334,510.      147,980.      MT  (+/- 180 meters Scaled)
 AG5026
 AG5026                          SUPERSEDED SURVEY CONTROL
 AG5026
 AG5026  NGVD 29 (??/??/92)    9.466  (m)           31.06   (f) ADJ UNCH    1 1
 AG5026
 AG5026.Superseded values are not recommended for survey control.
 AG5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5026.See file dsdata.txt to determine how the superseded data were derived.
 AG5026
 AG5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL490263(NAD 83)
 AG5026_MARKER: DB = BENCH MARK DISK
 AG5026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5026_SP_SET: CONCRETE FILLED
 AG5026_STAMPING: A 186 1958
 AG5026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5026
 AG5026  HISTORY     - Date     Condition        Report By
 AG5026  HISTORY     - 1958     MONUMENTED       CGS
 AG5026  HISTORY     - 1972     GOOD             NGS
 AG5026  HISTORY     - 1973     MARK NOT FOUND   USGS
 AG5026  HISTORY     - 1983     GOOD             USPSQD
 AG5026  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 AG5026
 AG5026                          STATION DESCRIPTION
 AG5026
 AG5026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5026'1.1 MI N FROM SARASOTA.
 AG5026'ABOUT 1.1 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AG5026'FROM THE STATION AT SARASOTA, ABOUT 0.15 MILE SOUTH OF MILEPOST
 AG5026'ZA 927, NEAR THE CROSSING OF 17TH STREET, 1.8 FEET SOUTHWEST OF
 AG5026'THE NORTHWEST CORNER OF THE STEEL FENCE AROUND AN ABANDONED
 AG5026'BUILDING, 51.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 10.5
 AG5026'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 30.0 FEET
 AG5026'SOUTH OF THE CENTER OF 17TH STREET, 1.2 FEET NORTH OF A METAL
 AG5026'WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF
 AG5026'A CONCRETE FILLED TILE THAT IS FLUSH WITH THE GROUND SURFACE.
 AG5026
 AG5026                          STATION RECOVERY (1973)
 AG5026
 AG5026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AG5026'MARK NOT FOUND.
 AG5026
 AG5026                          STATION RECOVERY (1983)
 AG5026
 AG5026'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG5026'ABOUT 1.10 MILE NORTH ON SEABOARD COAST LINE RR FROM SARASOTA STATION
 AG5026'NEAR CROSSING OF 17TH ST., 51.5 FT. EAST OF EAST RAIL OF MAIN TRACK,
 AG5026'10.5 FT. NORTHEAST OF NORTHEAST RAIL OF SIDE TRACK, 30 FT. SOUTH OF
 AG5026'STREET CENTERLINE, 1.5 FT. WEST OF STEEL WITNESS POST ABOUT LEVEL
 AG5026'WITH STREET AND 5 INCHES BELOW GROUND LEVEL.
 AG5026
 AG5026                          STATION RECOVERY (2002)
 AG5026
 AG5026'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG5026'STATION UNDER CEMENT CURBING OF WIDENED ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1804 ***********************************************************************
 AR1804  DESIGNATION -  A 187
 AR1804  PID         -  AR1804
 AR1804  STATE/COUNTY-  FL/ALACHUA
 AR1804  USGS QUAD   -  GAINESVILLE WEST (1993)
 AR1804
 AR1804                         *CURRENT SURVEY CONTROL
 AR1804  ___________________________________________________________________
 AR1804* NAD 83(1999)-  29 44 26.97821(N)    082 27 18.28851(W)     ADJUSTED  
 AR1804* NAVD 88     -        51.3    (meters)     168.     (feet)  VERTCON   
 AR1804  ___________________________________________________________________
 AR1804  X           -     727,760.521 (meters)                     COMP
 AR1804  Y           -  -5,494,598.694 (meters)                     COMP
 AR1804  Z           -   3,145,472.487 (meters)                     COMP
 AR1804  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AR1804  ELLIP HEIGHT-          23.21  (meters)          (06/12/02) GPS OBS
 AR1804  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AR1804
 AR1804  HORZ ORDER  -  SECOND
 AR1804  ELLP ORDER  -  FOURTH    CLASS I
 AR1804
 AR1804.The horizontal coordinates were established by GPS observations
 AR1804.and adjusted by the National Geodetic Survey in June 2002..
 AR1804
 AR1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1804
 AR1804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1804
 AR1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1804
 AR1804.The ellipsoidal height was determined by GPS observations
 AR1804.and is referenced to NAD 83.
 AR1804
 AR1804.The geoid height was determined by GEOID03.
 AR1804
 AR1804;                    North         East     Units Scale Factor Converg.
 AR1804;SPC FL N     -    83,892.801   797,802.021   MT  0.99997595   +1 01 39.5
 AR1804;SPC FL N     -   275,238.30  2,617,455.46   sFT  0.99997595   +1 01 39.5
 AR1804;UTM  17      - 3,290,953.959   359,289.921   MT  0.99984429   -0 43 19.0
 AR1804
 AR1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1804!SPC FL N     -   0.99999635  x   0.99997595  =   0.99997230
 AR1804!UTM  17      -   0.99999635  x   0.99984429  =   0.99984065
 AR1804
 AR1804                          SUPERSEDED SURVEY CONTROL
 AR1804
 AR1804  NAD 83(1990)-  29 44 26.97676(N)    082 27 18.28793(W) AD(       ) 2
 AR1804  ELLIP H (05/01/91)   23.27   (m)                       GP(       ) 4 1
 AR1804  NAD 83(1986)-  29 44 26.98490(N)    082 27 18.29248(W) AD(       ) 2
 AR1804  NGVD 29 (11/17/89)   51.5    (m)          169.     (f) GPS OBS        
 AR1804
 AR1804.Superseded values are not recommended for survey control.
 AR1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1804.See file dsdata.txt to determine how the superseded data were derived.
 AR1804
 AR1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5929090954(NAD 83)
 AR1804_MARKER: DD = SURVEY DISK
 AR1804_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1804_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1804_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1804+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1804
 AR1804  HISTORY     - Date     Condition        Report By
 AR1804  HISTORY     - 1988     MONUMENTED       PMC
 AR1804
 AR1804                          STATION DESCRIPTION
 AR1804
 AR1804'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1804'THE STATION IS LOCATED ABOUT 15.1 KM (9.4 MI)
 AR1804'NORTHWEST OF GAINESVILLE.
 AR1804'OWNERSHIP--POWER LINE R/W.
 AR1804'
 AR1804'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION I-75
 AR1804'AND ACR 232, GO EAST-SOUTHEAST FOR 0.3 KM (0.2 MI) ON NW 53RD AVE
 AR1804'TO A TRIAL ROAD ON THE LEFT BEARING TO THE NORTHEAST, GO THROUGH
 AR1804'THE GATE ALONG THE TRAIL NORTHEAST FOR 0.5 KM (0.3 MI) TO A FORK
 AR1804'IN THE ROAD, CONTINUE ALONG TRAIL ROAD BEARING TO THE LEFT FOR
 AR1804'2.3 KM (1.4 MI) TO A SECOND FORK IN THE ROAD, CONTINUE NORTHWEST
 AR1804'FOR 1.0 KM (0.6 MI) BEARING LEFT ON TRAIL ROAD TO A NORTH-SOUTH
 AR1804'POWER LINE R/W AND THE STATION 48.8 METERS (160 FT) NORTH OF THE
 AR1804'TRAIL ROAD.  THE STATION IS NORTH 49.5 METERS (162.5 FT) FROM A
 AR1804'RESTRICTED AREA BOUNDARY SIGN AT THE NORTH EDGE OF TRAIL ROAD,
 AR1804'SOUTHWEST 10.1 METERS (33 FT) FROM A 5 IN PINE ON WEST EDGE OF
 AR1804'WOODS EAST OF POWER LINES, SOUTHEAST 56.4 METERS (185 FT) FROM A
 AR1804'WOOD POWER POLE NO. 151, SOUTHEAST 28.7 METERS (94 FT) FROM A 10
 AR1804'IN PINE NORTH OF TRAIL ROAD AND ON EAST EDGE OF WOODS WEST OF POWER
 AR1804'LINES.
 AR1804'
 AR1804'THE STATION IS A STANDARD AC GIS DISK
 AR1804'STAMPED---STATION A187---,
 AR1804'SET INTO THE GROUND 23 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1804'49.54 METERS (162.53 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1804'TOP OF RESTRICTED AREA BOUNDARY POST,
 AR1804'28.70 METERS (94.17 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1804'IN 10 IN PINE,
 AR1804'56.36 METERS (184.90 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1804'SET IN POWER POLE,
 AR1804'7.20 METERS (23.61 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1804'5 IN PINE,
 AR1804'1.0 METERS (3.3 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1804'
 AR1804'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1804'STAMPED---AZIMUTH A188---,
 AR1804'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1804'19.48 METERS (63.90 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1804'IN 24 IN OAK,
 AR1804'26.42 METERS (86.68 FT) WEST FROM A NAIL AND CAP
 AR1804'(NO 3765) SET IN 10 IN OAK,
 AR1804'60.55 METERS (198.65 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1804'SET IN POWER POLE NO 146,
 AR1804'0.9 METERS (3.1 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1804'TO REACH THE AZIMUTH FROM THE STATION,
 AR1804'GO SOUTH FOR 0.6 KM (0.35 MI) ON TRAIL ROAD ALONG POWER LINES TO
 AR1804'THE AZIMUTH EAST OF THE ROAD AND WEST OF THE POWER LINES.
 AR1804'THE AZIMUTH MARK IS SOUTHWEST 60.7 METERS (199 FT) FROM A WOOD
 AR1804'POWER POLE NO 146, SOUTHEAST 19.7 METERS (64.5 FT) FROM A 24 IN OAK
 AR1804'IN WOODS WEST OF POWER LINES, WEST-NORTHWEST 26.3 METERS (86.5 FT)
 AR1804'FROM A 10 IN OAK AT WEST EDGE OF WOODS EAST OF POWER LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0284 ***********************************************************************
 BE0284  DESIGNATION -  A 188
 BE0284  PID         -  BE0284
 BE0284  STATE/COUNTY-  FL/JACKSON
 BE0284  USGS QUAD   -  MARIANNA (1994)
 BE0284
 BE0284                         *CURRENT SURVEY CONTROL
 BE0284  ___________________________________________________________________
 BE0284* NAD 83(1986)-  30 50 24.     (N)    085 10 37.     (W)     SCALED    
 BE0284* NAVD 88     -        33.289  (meters)     109.22   (feet)  ADJUSTED  
 BE0284  ___________________________________________________________________
 BE0284  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BE0284  DYNAMIC HT  -          33.246 (meters)     109.07  (feet)  COMP
 BE0284  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BE0284
 BE0284  VERT ORDER  -  SECOND    CLASS 0
 BE0284
 BE0284.This mark is at Marianna Airport (MAI)
 BE0284
 BE0284.The horizontal coordinates were scaled from a topographic map and have
 BE0284.an estimated accuracy of +/- 6 seconds.
 BE0284
 BE0284.The orthometric height was determined by differential leveling
 BE0284.and adjusted by the National Geodetic Survey in June 1991..
 BE0284
 BE0284.The geoid height was determined by GEOID03.
 BE0284
 BE0284.The dynamic height is computed by dividing the NAVD 88
 BE0284.geopotential number by the normal gravity value computed on the
 BE0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0284.degrees latitude (g = 980.6199 gals.).
 BE0284
 BE0284.The modeled gravity was interpolated from observed gravity values.
 BE0284
 BE0284;                    North         East    Units  Estimated Accuracy
 BE0284;SPC FL N     -   204,160.      535,240.      MT  (+/- 180 meters Scaled)
 BE0284
 BE0284                          SUPERSEDED SURVEY CONTROL
 BE0284
 BE0284  NGVD 29 (??/??/92)   33.417  (m)          109.64   (f) ADJ UNCH    2 0
 BE0284
 BE0284.Superseded values are not recommended for survey control.
 BE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0284.See file dsdata.txt to determine how the superseded data were derived.
 BE0284
 BE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV743132(NAD 83)
 BE0284_MARKER: DB = BENCH MARK DISK
 BE0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0284_STAMPING: A 188 1971
 BE0284_MARK LOGO: CGS   
 BE0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0284+STABILITY: SURFACE MOTION
 BE0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE0284+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1991
 BE0284
 BE0284  HISTORY     - Date     Condition        Report By
 BE0284  HISTORY     - 1971     MONUMENTED       NGS
 BE0284  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BE0284  HISTORY     - 19910530 GOOD             NGS
 BE0284  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0284  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0284
 BE0284                          STATION DESCRIPTION
 BE0284
 BE0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BE0284'2.5 MI S FROM GREENWOOD.
 BE0284'LOCATED ABOUT 2.5 MILES SOUTH OF GREENWOOD AT MARIANNA MUNICIPAL
 BE0284'AIRPORT, AT THE EAST END OF THE CONCRETE APRON, ABOUT 335 FEET
 BE0284'NORTH OF THE NORTHWEST CORNER OF THE SUNLAND TRAINING CENTER,
 BE0284'81.5 FEET SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF
 BE0284'THE E-W AND N-S TAXIWAYS, 63.0 FEET SOUTH OF THE CENTERLINE
 BE0284'OF THE EAST-WEST TAXIWAY AND 51.0 FEET EAST OF THE EAST EDGE
 BE0284'OF THE CONCRETE APRON.  A STANDARD BENCH MARK DISK STAMPED A 188
 BE0284'1971 IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 BE0284
 BE0284                          STATION RECOVERY (1989)
 BE0284
 BE0284'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0284'MARK NOT FOUND.
 BE0284
 BE0284                          STATION RECOVERY (1991)
 BE0284
 BE0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0284'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF GREENWOOD, AT THE MARIANNA
 BE0284'MUNICIPAL AIRPORT IN SECTION 18, T 5 N, R 9 W. TO REACH THE MARK FROM
 BE0284'THE JUNCTION OF STATE HIGHWAY 69 AND STATE HIGHWAY 71 IN GREENWOOD, GO
 BE0284'SOUTH ON STATE HIGHWAY 71 FOR 2.1 MI (3.4 KM) TO THE MARIANNA
 BE0284'MUNICIPAL AIRPORT ENTRANCE, (INDUSTRIAL PARK DRIVE), TURN RIGHT AND GO
 BE0284'WEST FOR 0.85 MI (1.37 KM) PASSING THE MCKEE ENGINEERING COMPANY TO A
 BE0284'PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR
 BE0284'0.05 MI (0.08 KM) TO THE APRON, GO NORTH AND EAST FOR 0.30 MI (0.48
 BE0284'KM) ON THE APRON BEHIND THE MCKEE ENGINEERING COMPANY TO THE MARK.
 BE0284'LOCATED 109.5 FT (33.4 M) NORTH OF A CHAIN LINK FENCE, 50.5 FT (15.4
 BE0284'M) EAST OF THE EAST EDGE OF THE APRON, 62.0 FT (18.9 M) SOUTH OF THE
 BE0284'CENTERLINE OF THE TAXI WAY AND 37.5 FT (11.4 M) NORTH OF THE NORTHEAST
 BE0284'CORNER OF A 0.5 FT (15.2 CM) X 0.5 FT (15.2 CM) LOCKED 3.5 FT (1.1 M)
 BE0284'TALL METAL BOX.
 BE0284
 BE0284                          STATION RECOVERY (2001)
 BE0284
 BE0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0284'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0284
 BE0284                          STATION RECOVERY (2001)
 BE0284
 BE0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0284'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1805 ***********************************************************************
 AR1805  DESIGNATION -  A 189
 AR1805  PID         -  AR1805
 AR1805  STATE/COUNTY-  FL/ALACHUA
 AR1805  USGS QUAD   -  MIKESVILLE (1993)
 AR1805
 AR1805                         *CURRENT SURVEY CONTROL
 AR1805  ___________________________________________________________________
 AR1805* NAD 83(1999)-  29 52 30.27252(N)    082 30 50.88849(W)     ADJUSTED  
 AR1805* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 AR1805  ___________________________________________________________________
 AR1805  X           -     721,133.150 (meters)                     COMP
 AR1805  Y           -  -5,488,012.439 (meters)                     COMP
 AR1805  Z           -   3,158,385.563 (meters)                     COMP
 AR1805  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AR1805  ELLIP HEIGHT-          24.32  (meters)          (06/12/02) GPS OBS
 AR1805  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AR1805
 AR1805  HORZ ORDER  -  SECOND
 AR1805  ELLP ORDER  -  FOURTH    CLASS I
 AR1805
 AR1805.The horizontal coordinates were established by GPS observations
 AR1805.and adjusted by the National Geodetic Survey in June 2002..
 AR1805
 AR1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1805
 AR1805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1805
 AR1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1805
 AR1805.The ellipsoidal height was determined by GPS observations
 AR1805.and is referenced to NAD 83.
 AR1805
 AR1805.The geoid height was determined by GEOID03.
 AR1805
 AR1805;                    North         East     Units Scale Factor Converg.
 AR1805;SPC FL N     -    98,670.428   791,831.079   MT  0.99996136   +0 59 52.6
 AR1805;SPC FL N     -   323,721.23  2,597,865.80   sFT  0.99996136   +0 59 52.6
 AR1805;UTM  17      - 3,305,905.417   353,773.919   MT  0.99986381   -0 45 15.6
 AR1805
 AR1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1805!SPC FL N     -   0.99999618  x   0.99996136  =   0.99995754
 AR1805!UTM  17      -   0.99999618  x   0.99986381  =   0.99985999
 AR1805
 AR1805                          SUPERSEDED SURVEY CONTROL
 AR1805
 AR1805  NAD 83(1990)-  29 52 30.27091(N)    082 30 50.88751(W) AD(       ) 2
 AR1805  ELLIP H (05/01/91)   24.39   (m)                       GP(       ) 4 1
 AR1805  NAD 83(1986)-  29 52 30.27848(N)    082 30 50.89089(W) AD(       ) 2
 AR1805  NGVD 29 (11/17/89)   52.8    (m)          173.     (f) GPS OBS        
 AR1805
 AR1805.Superseded values are not recommended for survey control.
 AR1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1805.See file dsdata.txt to determine how the superseded data were derived.
 AR1805
 AR1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5377405905(NAD 83)
 AR1805_MARKER: DD = SURVEY DISK
 AR1805_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1805_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1805_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1805+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1805
 AR1805  HISTORY     - Date     Condition        Report By
 AR1805  HISTORY     - 1988     MONUMENTED       PMC
 AR1805
 AR1805                          STATION DESCRIPTION
 AR1805
 AR1805'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (LC)
 AR1805'THE STATION IS LOCATED ABOUT 29.9 KM (18.6 MI) NORTHWEST OF
 AR1805'GAINESVILLE.
 AR1805'OWNERSHIP--PRIVATE.
 AR1805'
 AR1805'TO REACH THE STATION FROM THE INTERSECTION OF ACR 241 AND ACR 236
 AR1805'IN NORTHWEST ALACHUA COUNTY, GO WEST FOR 2.1 KM (1.3 MI) ON ACR 236
 AR1805'TO A DIRT ROAD (THE AZIMUTH MARK IS ON THE RIGHT),
 AR1805'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON DIRT ROAD TO THE
 AR1805'STATION ON THE RIGHT.  THE STATION IS NORTH 0.5 METERS (1.7 FT) OF
 AR1805'AN EAST-WEST FENCE LINE, EAST 16.1 METERS (53 FT) OF A FENCE CORNER
 AR1805'AND WEST 31.7 METERS (104 FT) OF A FENCER CORNER.
 AR1805'
 AR1805'THE STATION IS A STANDARD AC GIS DISK
 AR1805'STAMPED---STATION A189---,
 AR1805'SET INTO THE GROUND 38 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1805'15.55 METERS (51.01 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1805'SET 3.5 FT NORTHEAST OF FENCE LINE INTERSECTION,
 AR1805'36.56 METERS (119.93 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1805'SET IN POWER POLE,
 AR1805'41.15 METERS (135.00 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1805'SET IN 12 IN PINE,
 AR1805'0.5 METERS (1.7 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1805'
 AR1805'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1805'STAMPED---AZIMUTH A190---,
 AR1805'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1805'0.63 METERS (2.05 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN 8
 AR1805'IN PINE,
 AR1805'7.02 METERS (23.04 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN 12
 AR1805'IN PINE,
 AR1805'18.65 METERS (61.20 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1805'CENTERLINE OF PAVEMENT,
 AR1805'0.3 METERS (1 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1805'TO REACH THE AZIMUTH FROM THE STATION,
 AR1805'GO NORTH FOR 0.5 KM (0.3 MI) ON DIRT ROAD  TO THE AZIMUTH.
 AR1805'THE AZIMUTH MARK IS ON THE NORTH SIDE OF ACR 236 OPPOSITE THE DIRT
 AR1805'ROAD LEADING TO THE STATION, NORTH 18.9 METERS (62 FT) OF THE
 AR1805'CENTERLINE, NORTH 10.1 METERS (33 FT) OF A CULVERT, AND
 AR1805'2.4 METERS (8 FT) WEST OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0070 ***********************************************************************
 AQ0070  DESIGNATION -  A 19
 AQ0070  PID         -  AQ0070
 AQ0070  STATE/COUNTY-  FL/PUTNAM
 AQ0070  USGS QUAD   -  PALATKA (1992)
 AQ0070
 AQ0070                         *CURRENT SURVEY CONTROL
 AQ0070  ___________________________________________________________________
 AQ0070* NAD 83(1986)-  29 38 06.     (N)    081 38 27.     (W)     SCALED    
 AQ0070* NAVD 88     -         5.316  (meters)      17.44   (feet)  ADJUSTED  
 AQ0070  ___________________________________________________________________
 AQ0070  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ0070  DYNAMIC HT  -           5.309 (meters)      17.42  (feet)  COMP
 AQ0070  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AQ0070
 AQ0070  VERT ORDER  -  FIRST     CLASS II
 AQ0070
 AQ0070.The horizontal coordinates were scaled from a topographic map and have
 AQ0070.an estimated accuracy of +/- 6 seconds.
 AQ0070
 AQ0070.The orthometric height was determined by differential leveling
 AQ0070.and adjusted by the National Geodetic Survey in June 1991..
 AQ0070
 AQ0070.The geoid height was determined by GEOID03.
 AQ0070
 AQ0070.The dynamic height is computed by dividing the NAVD 88
 AQ0070.geopotential number by the normal gravity value computed on the
 AQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0070.degrees latitude (g = 980.6199 gals.).
 AQ0070
 AQ0070.The modeled gravity was interpolated from observed gravity values.
 AQ0070
 AQ0070;                    North         East    Units  Estimated Accuracy
 AQ0070;SPC FL E     -   587,580.      137,950.      MT  (+/- 180 meters Scaled)
 AQ0070
 AQ0070                          SUPERSEDED SURVEY CONTROL
 AQ0070
 AQ0070  NGVD 29 (??/??/92)    5.606  (m)           18.39   (f) ADJ UNCH    1 2
 AQ0070
 AQ0070.Superseded values are not recommended for survey control.
 AQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0070.See file dsdata.txt to determine how the superseded data were derived.
 AQ0070
 AQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN379785(NAD 83)
 AQ0070_MARKER: DB = BENCH MARK DISK
 AQ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0070_STAMPING: A 19 1933
 AQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0070+STABILITY: SURFACE MOTION
 AQ0070
 AQ0070  HISTORY     - Date     Condition        Report By
 AQ0070  HISTORY     - 1933     MONUMENTED       CGS
 AQ0070  HISTORY     - 1970     GOOD             LOCENG
 AQ0070
 AQ0070                          STATION DESCRIPTION
 AQ0070
 AQ0070'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0070'1.1 MI S FROM PALATKA.
 AQ0070'ABOUT 1.1 MILES SOUTH ALONG THE MAIN LINE OF THE ATLANTIC
 AQ0070'COAST LINE RAILROAD FROM UNION STATION AT PALATKA, LOCENG   UNTY,
 AQ0070'ABOUT 900 FEET SOUTH OF BLOCK SIGNAL 6988, AT THE SOUTH END
 AQ0070'OF A CUT, AT THE PALATKA WATERWORKS (A RED BRICK BUILDING WITH
 AQ0070'A BRICK CHIMNEY), ABOUT 135 FEET NORTH OF THE NORTHEAST CORNER
 AQ0070'OF THE BUILDING, ABOUT 71 FEET NORTH OF THE MAIN VALVE PIPE
 AQ0070'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 54 FEET
 AQ0070'NORTH OF THE CENTER LINE OF A BRICK STREET, AND 26.5 FEET WEST
 AQ0070'OF THE WEST RAIL.  A STANDARD DISK, STAMPED A 19 1933 AND SET
 AQ0070'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 AQ0070'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5244 ***********************************************************************
 AK5244  DESIGNATION -  A 190
 AK5244  PID         -  AK5244
 AK5244  STATE/COUNTY-  FL/BREVARD
 AK5244  USGS QUAD   -  SHARPES (1992)
 AK5244
 AK5244                         *CURRENT SURVEY CONTROL
 AK5244  ___________________________________________________________________
 AK5244* NAD 83(1986)-  28 29 18.     (N)    080 46 52.     (W)     SCALED    
 AK5244* NAVD 88     -         7.989  (meters)      26.21   (feet)  ADJUSTED  
 AK5244  ___________________________________________________________________
 AK5244  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK5244  DYNAMIC HT  -           7.977 (meters)      26.17  (feet)  COMP
 AK5244  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 AK5244
 AK5244  VERT ORDER  -  FIRST     CLASS II
 AK5244
 AK5244.The horizontal coordinates were scaled from a topographic map and have
 AK5244.an estimated accuracy of +/- 6 seconds.
 AK5244
 AK5244.The orthometric height was determined by differential leveling
 AK5244.and adjusted by the National Geodetic Survey in June 1991..
 AK5244
 AK5244.The geoid height was determined by GEOID03.
 AK5244
 AK5244.The dynamic height is computed by dividing the NAVD 88
 AK5244.geopotential number by the normal gravity value computed on the
 AK5244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5244.degrees latitude (g = 980.6199 gals.).
 AK5244
 AK5244.The modeled gravity was interpolated from observed gravity values.
 AK5244
 AK5244;                    North         East    Units  Estimated Accuracy
 AK5244;SPC FL E     -   460,340.      221,430.      MT  (+/- 180 meters Scaled)
 AK5244
 AK5244                          SUPERSEDED SURVEY CONTROL
 AK5244
 AK5244  NGVD 29 (??/??/92)    8.39   (m)           27.5    (f) COMPUTED    1 2
 AK5244
 AK5244.Superseded values are not recommended for survey control.
 AK5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5244.See file dsdata.txt to determine how the superseded data were derived.
 AK5244
 AK5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM214513(NAD 83)
 AK5244_MARKER: DB = BENCH MARK DISK
 AK5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK5244_STAMPING: A 190 1959
 AK5244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5244+STABILITY: SURFACE MOTION
 AK5244
 AK5244  HISTORY     - Date     Condition        Report By
 AK5244  HISTORY     - 1959     MONUMENTED       CGS
 AK5244  HISTORY     - 1965     MARK NOT FOUND   NGS
 AK5244
 AK5244                          STATION DESCRIPTION
 AK5244
 AK5244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK5244'10.1 MI N FROM COCOA.
 AK5244'10.1 MILES NORTH OF THE COCOA-ROCKLEDGE RAILROAD STATION ALONG
 AK5244'THE FLORIDA EAST COAST RAILROAD, 0.3 MILE SOUTH OF MILE POST
 AK5244'163, 26 FEET EAST OF THE MOST EASTERLY RAIL, 5 FEET SOUTHWEST
 AK5244'OF A TELEGRAPH POLE, AND 2 FEET NORTH OF A WHITE WITNESS POST.
 AK5244'THE DISK IS SET IN A 12 INCH CONCRETE POST AND PROJECTS 4 INCHES.
 AK5244
 AK5244                          STATION RECOVERY (1965)
 AK5244
 AK5244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK5244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6220 ***********************************************************************
 AF6220  DESIGNATION -  A 191
 AF6220  PID         -  AF6220
 AF6220  STATE/COUNTY-  FL/BREVARD
 AF6220  USGS QUAD   -  GRANT (1970)
 AF6220
 AF6220                         *CURRENT SURVEY CONTROL
 AF6220  ___________________________________________________________________
 AF6220* NAD 83(1986)-  27 57 50.     (N)    080 33 15.     (W)     SCALED    
 AF6220* NAVD 88     -         6.495  (meters)      21.31   (feet)  ADJUSTED  
 AF6220  ___________________________________________________________________
 AF6220  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AF6220  DYNAMIC HT  -           6.486 (meters)      21.28  (feet)  COMP
 AF6220  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 AF6220
 AF6220  VERT ORDER  -  FIRST     CLASS II
 AF6220
 AF6220.The horizontal coordinates were scaled from a topographic map and have
 AF6220.an estimated accuracy of +/- 6 seconds.
 AF6220
 AF6220.The orthometric height was determined by differential leveling
 AF6220.and adjusted by the National Geodetic Survey in June 1991..
 AF6220
 AF6220.The geoid height was determined by GEOID03.
 AF6220
 AF6220.The dynamic height is computed by dividing the NAVD 88
 AF6220.geopotential number by the normal gravity value computed on the
 AF6220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6220.degrees latitude (g = 980.6199 gals.).
 AF6220
 AF6220.The modeled gravity was interpolated from observed gravity values.
 AF6220
 AF6220;                    North         East    Units  Estimated Accuracy
 AF6220;SPC FL E     -   402,290.      243,870.      MT  (+/- 180 meters Scaled)
 AF6220
 AF6220                          SUPERSEDED SURVEY CONTROL
 AF6220
 AF6220  NGVD 29 (??/??/92)    6.92   (m)           22.7    (f) COMPUTED    1 2
 AF6220
 AF6220.Superseded values are not recommended for survey control.
 AF6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6220.See file dsdata.txt to determine how the superseded data were derived.
 AF6220
 AF6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL438932(NAD 83)
 AF6220_MARKER: DB = BENCH MARK DISK
 AF6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6220_STAMPING: A 191 1960
 AF6220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6220+STABILITY: SURFACE MOTION
 AF6220
 AF6220  HISTORY     - Date     Condition        Report By
 AF6220  HISTORY     - 1960     MONUMENTED       CGS
 AF6220  HISTORY     - 1971     GOOD             USGS
 AF6220  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6220  HISTORY     - 19910208 MARK NOT FOUND   NGS
 AF6220
 AF6220                          STATION DESCRIPTION
 AF6220
 AF6220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF6220'0.7 MI W FROM VALKARIA.
 AF6220'0.7 MILE WEST ALONG AN ASPHALT ROAD FROM VALKARIA, AT MILEPOST
 AF6220'203 ON THE FLORIDA EAST COAST RAILROAD, APPROXIMATELY 38 PACES
 AF6220'EAST OF A CATTLE GUARD CROSSING IN THE ROAD, 46 FEET NORTH OF THE
 AF6220'CENTER OF THE ROAD AND 1 FOOT SOUTH OF A BARBED WIRE FENCE.  THE
 AF6220'DISK IS SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 6
 AF6220'INCHES ABOVE THE GROUND.
 AF6220
 AF6220                          STATION RECOVERY (1971)
 AF6220
 AF6220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AF6220'APPROXIMATELY 150 FEET EAST OF LOCKED GATE AT THE USAF TRACKING
 AF6220'ANNEX. APPROXIMATELY 280 FEET WEST OF A ROAD LEADING SOUTH INTO THE
 AF6220'TRACKING ANNEX WHERE A SIGN READS VALKARIA AIRPORT.
 AF6220
 AF6220                          STATION RECOVERY (1989)
 AF6220
 AF6220'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6220'MARK NOT FOUND.
 AF6220
 AF6220                          STATION RECOVERY (1991)
 AF6220
 AF6220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF6220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1806 ***********************************************************************
 AR1806  DESIGNATION -  A 191
 AR1806  PID         -  AR1806
 AR1806  STATE/COUNTY-  FL/ALACHUA
 AR1806  USGS QUAD   -  HIGH SPRINGS (1993)
 AR1806
 AR1806                         *CURRENT SURVEY CONTROL
 AR1806  ___________________________________________________________________
 AR1806* NAD 83(1999)-  29 52 12.52815(N)    082 33 44.22035(W)     ADJUSTED  
 AR1806* NAVD 88     -        22.5    (meters)      74.     (feet)  VERTCON   
 AR1806  ___________________________________________________________________
 AR1806  X           -     716,552.970 (meters)                     COMP
 AR1806  Y           -  -5,488,860.480 (meters)                     COMP
 AR1806  Z           -   3,157,896.795 (meters)                     COMP
 AR1806  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AR1806  ELLIP HEIGHT-          -5.76  (meters)          (06/12/02) GPS OBS
 AR1806  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AR1806
 AR1806  HORZ ORDER  -  SECOND
 AR1806  ELLP ORDER  -  FOURTH    CLASS I
 AR1806
 AR1806.The horizontal coordinates were established by GPS observations
 AR1806.and adjusted by the National Geodetic Survey in June 2002..
 AR1806
 AR1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1806
 AR1806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1806
 AR1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1806
 AR1806.The ellipsoidal height was determined by GPS observations
 AR1806.and is referenced to NAD 83.
 AR1806
 AR1806.The geoid height was determined by GEOID03.
 AR1806
 AR1806;                    North         East     Units Scale Factor Converg.
 AR1806;SPC FL N     -    98,044.121   787,189.829   MT  0.99996180   +0 58 25.5
 AR1806;SPC FL N     -   321,666.42  2,582,638.63   sFT  0.99996180   +0 58 25.5
 AR1806;UTM  17      - 3,305,421.356   349,116.104   MT  0.99988089   -0 46 41.6
 AR1806
 AR1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1806!SPC FL N     -   1.00000090  x   0.99996180  =   0.99996270
 AR1806!UTM  17      -   1.00000090  x   0.99988089  =   0.99988179
 AR1806
 AR1806                          SUPERSEDED SURVEY CONTROL
 AR1806
 AR1806  NAD 83(1990)-  29 52 12.52652(N)    082 33 44.21933(W) AD(       ) 2
 AR1806  ELLIP H (05/01/91)   -5.69   (m)                       GP(       ) 4 1
 AR1806  NAD 83(1986)-  29 52 12.53404(N)    082 33 44.22245(W) AD(       ) 2
 AR1806  NGVD 29 (11/17/89)   22.7    (m)           74.     (f) GPS OBS        
 AR1806
 AR1806.Superseded values are not recommended for survey control.
 AR1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1806.See file dsdata.txt to determine how the superseded data were derived.
 AR1806
 AR1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP4911605421(NAD 83)
 AR1806_MARKER: DD = SURVEY DISK
 AR1806_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1806_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1806_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1806+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1806
 AR1806  HISTORY     - Date     Condition        Report By
 AR1806  HISTORY     - 1988     MONUMENTED       PMC
 AR1806
 AR1806                          STATION DESCRIPTION
 AR1806
 AR1806'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1806'THE STATION IS LOCATED ABOUT 32.5 KM (20.2 MI)
 AR1806'NORTHWEST OF GAINESVILLE.
 AR1806'OWNERSHIP--PRIVATE.
 AR1806'
 AR1806'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF I-75 AND
 AR1806'ACR 236, GO SOUTHWEST FOR 2.1 KM (1.3 MI) ON ACR 236 TO A DIRT
 AR1806'ROAD BEARING NORTH,
 AR1806'GO NORTH FOR 0.8 KM (0.5 MI) ON DIRT ROAD TO A 90 DEGREE BEND TO
 AR1806'THE LEFT, GO WEST FOR 259.1 METERS (850 FT) TO A 90 DEGREE BEND TO
 AR1806'THE RIGHT, GO NORTH FOR 33.5 METERS (110 FT) ON DIRT ROAD TO THE
 AR1806'STATION ON THE EAST EDGE OF ROAD.  THE STATION IS NORTH
 AR1806'25.6 METERS (84 FT) FROM A 6 FT WOOD FENCE POST IN A NORTH-SOUTH
 AR1806'FENCE EAST OF THE DIRT ROAD, EAST 4.3 METERS (14 FT) OF A
 AR1806'NORTH-SOUTH FENCE WEST OF DIRT ROAD, SOUTH 65.2 METERS (214 FT)
 AR1806'FROM A WOOD FENCE POST WITH A CROSS BRACE WEST OF DIRT ROAD, AND
 AR1806'NORTH OF A DIRT DRIVE LEADING TO A LOG HOUSE.
 AR1806'
 AR1806'THE STATION IS A STANDARD AC GIS DISK
 AR1806'STAMPED---STATION A191---,
 AR1806'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1806'4.92 METERS (16.14 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1806'IN TOP OF FENCE POST,
 AR1806'17.41 METERS (57.11 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1806'38.19 METERS (125.3 FT) NORTHEAST FROM A 4X4 CONCRETE MONUMENT
 AR1806'NO 3765,
 AR1806'0.2 METERS (0.8 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1806'
 AR1806'AZIMUTH MARK NO. 1 IS STANDARD AC GIS DISK
 AR1806'STAMPED---AZIMUTH A192---,
 AR1806'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1806'4.02 METERS (13.19 FT) WEST FROM A 4X4 CONCRETE MONUMENT,
 AR1806'7.78 METERS (25.53 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1806'IN 10 IN PINE,
 AR1806'8.15 METERS (26.74 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1806'18 IN OAK,
 AR1806'8.40 METERS (27.56 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1806'IN 18 IN OAK,
 AR1806'10.41 METERS (34.14 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1806'IN 18 IN OAK,
 AR1806'0.5 METERS (1.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1806'TO REACH THE AZIMUTH FROM THE STATION,
 AR1806'GO SOUTH FOR 33.5 METERS (110 FT) ON DIRT ROAD TO THE 90 DEGREE
 AR1806'BEND IN THE ROAD, GO EAST FOR 259.1 METERS (850 FT) TO THE FIRST
 AR1806'90 DEGREE BEND IN THE ROAD, GO NORTH ON A PARALLEL PATH WITH THE
 AR1806'NORTH-SOUTH TREE LINE FOR 0.3 KM (0.2 MI) TO AN EAST-WEST FENCE
 AR1806'AND TREE LINE AND THE AZIMUTH MARK.  THE AZIMUTH MARK IS
 AR1806'SOUTH 0.3 METERS (1 FT) OF EAST-WEST FENCE, WEST 4.0 METERS (13 FT)
 AR1806'OF A NORTH-SOUTH FENCE, EAST 8.2 METERS (27 FT) FROM AN 18 IN OAK
 AR1806'IN EAST-WEST FENCE, SOUTHWEST 8.5 METERS (28 FT) FROM AN 18 IN OAK
 AR1806'NORTHWEST 7.8 METERS (25.5 FT) FROM A 10 IN PINE, AND NORTHEAST
 AR1806'10.5 METERS (34.5 FT) FROM AN 18 IN OAK IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5559 ***********************************************************************
 AF5559  DESIGNATION -  A 192
 AF5559  PID         -  AF5559
 AF5559  STATE/COUNTY-  FL/OKEECHOBEE
 AF5559  USGS QUAD   -  TAYLOR CREEK NE (1971)
 AF5559
 AF5559                         *CURRENT SURVEY CONTROL
 AF5559  ___________________________________________________________________
 AF5559* NAD 83(1986)-  27 23 23.     (N)    080 48 56.     (W)     SCALED    
 AF5559* NAVD 88     -        18.689  (meters)      61.32   (feet)  ADJUSTED  
 AF5559  ___________________________________________________________________
 AF5559  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AF5559  DYNAMIC HT  -          18.661 (meters)      61.22  (feet)  COMP
 AF5559  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 AF5559
 AF5559  VERT ORDER  -  SECOND    CLASS 0
 AF5559
 AF5559.The horizontal coordinates were scaled from a topographic map and have
 AF5559.an estimated accuracy of +/- 6 seconds.
 AF5559
 AF5559.The orthometric height was determined by differential leveling
 AF5559.and adjusted by the National Geodetic Survey in June 1991..
 AF5559
 AF5559.The geoid height was determined by GEOID03.
 AF5559
 AF5559.The dynamic height is computed by dividing the NAVD 88
 AF5559.geopotential number by the normal gravity value computed on the
 AF5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5559.degrees latitude (g = 980.6199 gals.).
 AF5559
 AF5559.The modeled gravity was interpolated from observed gravity values.
 AF5559
 AF5559;                    North         East    Units  Estimated Accuracy
 AF5559;SPC FL E     -   338,600.      218,240.      MT  (+/- 180 meters Scaled)
 AF5559
 AF5559                          SUPERSEDED SURVEY CONTROL
 AF5559
 AF5559  NGVD 29 (??/??/92)   19.064  (m)           62.55   (f) ADJ UNCH    2 0
 AF5559
 AF5559.Superseded values are not recommended for survey control.
 AF5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5559.See file dsdata.txt to determine how the superseded data were derived.
 AF5559
 AF5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL182296(NAD 83)
 AF5559_MARKER: DB = BENCH MARK DISK
 AF5559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF5559_SP_SET: CULVERT
 AF5559_STAMPING: A 192 1961
 AF5559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF5559
 AF5559  HISTORY     - Date     Condition        Report By
 AF5559  HISTORY     - 1961     MONUMENTED       CGS
 AF5559  HISTORY     - 1977     GOOD             NGS
 AF5559  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AF5559
 AF5559                          STATION DESCRIPTION
 AF5559
 AF5559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AF5559'10.6 MI N FROM OKEECHOBEE.
 AF5559'10.65 MILES NORTH OF THE COUNTY COURTHOUSE IN OKEECHOBEE ALONG
 AF5559'THE WEST SIDE OF U.S. HIGHWAY 441 AND IN THE NORTHWEST CORNER OF
 AF5559'THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE HIGHWAY 68, 34
 AF5559'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 441, 56.2 FEET
 AF5559'NORTH OF THE CENTERLINE OF STATE HIGHWAY 68, 26.6 FEET SOUTHEAST
 AF5559'OF FENCE CORNER, 63.4 FEET NORTHWEST OF THE INTERSECTION, 0.8
 AF5559'FEET WEST OF EAST EDGE OF CONCRETE WALL OF CULVERT, AND ABOUT THE
 AF5559'SAME ELEVATION AS ROAD BANK.  THE DISK IS CEMENTED IN DRILLHOLE IN
 AF5559'THE EAST EDGE OF THE NORTH WALL OF A CONCRETE CULVERT.
 AF5559
 AF5559                          STATION RECOVERY (1977)
 AF5559
 AF5559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AF5559'RECOVERED IN GOOD CONDITION.
 AF5559
 AF5559                          STATION RECOVERY (1987)
 AF5559
 AF5559'RECOVERY NOTE BY US POWER SQUADRON 1987 (REK)
 AF5559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1239 ***********************************************************************
 AK1239  DESIGNATION -  A 193
 AK1239  PID         -  AK1239
 AK1239  STATE/COUNTY-  FL/BREVARD
 AK1239  USGS QUAD   -  FALSE CAPE (1984)
 AK1239
 AK1239                         *CURRENT SURVEY CONTROL
 AK1239  ___________________________________________________________________
 AK1239* NAD 83(1986)-  28 32 04.     (N)    080 34 04.     (W)     SCALED    
 AK1239* NAVD 88     -        15.176  (meters)      49.79   (feet)  ADJUSTED  
 AK1239  ___________________________________________________________________
 AK1239  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK1239  DYNAMIC HT  -          15.155 (meters)      49.72  (feet)  COMP
 AK1239  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 AK1239
 AK1239  VERT ORDER  -  FIRST     CLASS II
 AK1239
 AK1239.The horizontal coordinates were scaled from a topographic map and have
 AK1239.an estimated accuracy of +/- 6 seconds.
 AK1239
 AK1239.The orthometric height was determined by differential leveling
 AK1239.and adjusted by the National Geodetic Survey in June 1991..
 AK1239
 AK1239.The geoid height was determined by GEOID03.
 AK1239
 AK1239.The dynamic height is computed by dividing the NAVD 88
 AK1239.geopotential number by the normal gravity value computed on the
 AK1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1239.degrees latitude (g = 980.6199 gals.).
 AK1239
 AK1239.The modeled gravity was interpolated from observed gravity values.
 AK1239
 AK1239;                    North         East    Units  Estimated Accuracy
 AK1239;SPC FL E     -   465,510.      242,300.      MT  (+/- 180 meters Scaled)
 AK1239
 AK1239                          SUPERSEDED SURVEY CONTROL
 AK1239
 AK1239  NGVD 29 (??/??/92)   15.557  (m)           51.04   (f) ADJ UNCH    1 2
 AK1239
 AK1239.Superseded values are not recommended for survey control.
 AK1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1239.See file dsdata.txt to determine how the superseded data were derived.
 AK1239
 AK1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM422564(NAD 83)
 AK1239_MARKER: DB = BENCH MARK DISK
 AK1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1239_SP_SET: SIDEWALK
 AK1239_STAMPING: A 193 1963
 AK1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1239
 AK1239  HISTORY     - Date     Condition        Report By
 AK1239  HISTORY     - 1963     MONUMENTED       CGS
 AK1239  HISTORY     - 1965     GOOD             NGS
 AK1239
 AK1239                          STATION DESCRIPTION
 AK1239
 AK1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK1239'AT CAPE CANAVERAL.
 AK1239'LOCATED AT COMPLEX 37, ON THE SIDEWALK CONNECTING THE LAUNCH RING
 AK1239'37 A AND THE CONCRETE BUILDING SUPPORTING THE LAUNCHING TOWER.
 AK1239'IT IS SET IN A DRILL HOLE IN THE SURFACE OF THE SIDEWALK ABOUT
 AK1239'1.0 FOOT EAST OF THE WEST EDGE OF THE SIDEWALK, AT A 40.0 FOOT
 AK1239'LEVEL OF THE LAUNCH STAND.
 AK1239
 AK1239                          STATION RECOVERY (1965)
 AK1239
 AK1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1807 ***********************************************************************
 AR1807  DESIGNATION -  A 193
 AR1807  PID         -  AR1807
 AR1807  STATE/COUNTY-  FL/ALACHUA
 AR1807  USGS QUAD   -  MIKESVILLE (1993)
 AR1807
 AR1807                         *CURRENT SURVEY CONTROL
 AR1807  ___________________________________________________________________
 AR1807* NAD 83(1999)-  29 54 59.38180(N)    082 33 17.07428(W)     ADJUSTED  
 AR1807* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 AR1807  ___________________________________________________________________
 AR1807  X           -     716,943.822 (meters)                     COMP
 AR1807  Y           -  -5,486,229.264 (meters)                     COMP
 AR1807  Z           -   3,162,352.204 (meters)                     COMP
 AR1807  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AR1807  ELLIP HEIGHT-          -3.29  (meters)          (06/12/02) GPS OBS
 AR1807  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AR1807
 AR1807  HORZ ORDER  -  SECOND
 AR1807  ELLP ORDER  -  FOURTH    CLASS I
 AR1807
 AR1807.The horizontal coordinates were established by GPS observations
 AR1807.and adjusted by the National Geodetic Survey in June 2002..
 AR1807
 AR1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1807
 AR1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1807
 AR1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1807
 AR1807.The ellipsoidal height was determined by GPS observations
 AR1807.and is referenced to NAD 83.
 AR1807
 AR1807.The geoid height was determined by GEOID03.
 AR1807
 AR1807;                    North         East     Units Scale Factor Converg.
 AR1807;SPC FL N     -   103,193.303   787,830.554   MT  0.99995795   +0 58 39.2
 AR1807;SPC FL N     -   338,560.03  2,584,740.74   sFT  0.99995795   +0 58 39.2
 AR1807;UTM  17      - 3,310,548.122   349,913.942   MT  0.99987792   -0 46 32.0
 AR1807
 AR1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1807!SPC FL N     -   1.00000052  x   0.99995795  =   0.99995847
 AR1807!UTM  17      -   1.00000052  x   0.99987792  =   0.99987844
 AR1807
 AR1807                          SUPERSEDED SURVEY CONTROL
 AR1807
 AR1807  NAD 83(1990)-  29 54 59.38016(N)    082 33 17.07325(W) AD(       ) 2
 AR1807  ELLIP H (05/01/91)   -3.22   (m)                       GP(       ) 4 1
 AR1807  NAD 83(1986)-  29 54 59.38777(N)    082 33 17.07639(W) AD(       ) 2
 AR1807  NGVD 29 (11/17/89)   25.2    (m)           83.     (f) GPS OBS        
 AR1807
 AR1807.Superseded values are not recommended for survey control.
 AR1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1807.See file dsdata.txt to determine how the superseded data were derived.
 AR1807
 AR1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP4991410548(NAD 83)
 AR1807_MARKER: DD = SURVEY DISK
 AR1807_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1807_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1807_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1807+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1807
 AR1807  HISTORY     - Date     Condition        Report By
 AR1807  HISTORY     - 1988     MONUMENTED       PMC
 AR1807
 AR1807                          STATION DESCRIPTION
 AR1807
 AR1807'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1807'THE STATION IS LOCATED ABOUT 36.0 KM (22.4 MI)
 AR1807'NORTHWEST OF GAINESVILLE.
 AR1807'OWNERSHIP--I-75 R/W.
 AR1807'
 AR1807'TO REACH THE STATION FROM THE JUNCTION OF ACR 236 AND I-75,
 AR1807'GO NORTH FOR 4.8 KM (3.0 MI) ON I-75 TO THE STATION ON THE WEST
 AR1807'SIDE OF THE HIGHWAY.
 AR1807'THE STATION IS WEST 21 METERS (69 FT) OF THE E/P OF THE SOUTHBOUND
 AR1807'LANE, EAST 5.0 METERS (16.5 FT) OF A NORTH-SOUTH FENCE ON WEST R/W,
 AR1807'SOUTHWEST 11.0 METERS (36 FT) FROM A 4 IN PINE TREE, NORTHWEST
 AR1807'12.5 METERS (41 FT) FROM A 4 IN PINE TREE.
 AR1807'
 AR1807'THE STATION IS A STANDARD AC GIS DISK
 AR1807'STAMPED---STATION A193---,
 AR1807'SET INTO THE GROUND 32 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1807'50.51 METERS (165.70 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1807'SET IN 36 IN OAK,
 AR1807'20.93 METERS (68.67 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1807'IN POWER POLE,
 AR1807'22.05 METERS (72.35 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1807'IN WEST E/P,
 AR1807'7.53 METERS (24.70 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1807'5 IN OAK,
 AR1807'4.9 METERS (16 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1807'
 AR1807'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1807'STAMPED---AZIMUTH A194---,
 AR1807'SET INTO THE GROUND 31 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1807'12.29 METERS (40.31 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1807'48 IN OAK,
 AR1807'6.60 METERS (21.65 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1807'FENCE POST,
 AR1807'3.39 METERS (11.11 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1807'4 IN OAK,
 AR1807'6.2 METERS (20.5 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1807'TO REACH THE AZIMUTH FROM THE STATION,
 AR1807'GO NORTH FOR 0.4 KM (0.25 MI) ON I-75 TO THE AZIMUTH MARK ON THE
 AR1807'WEST R/W.  THE AZIMUTH MARK IS WEST 20.1 METERS (66 FT) OF E/P OF
 AR1807'SOUTHBOUND LANE, EAST 6.2 METERS (20.5 FT) OF NORTH-SOUTH FENCE ON
 AR1807'WEST R/W, SOUTHEAST 36.3 METERS (119 FT) FROM A 48 IN LIVE OAK,
 AR1807'SOUTH 13.1 METERS (43 FT) FROM A 48 IN LIVE OAK, SOUTHWEST
 AR1807'3.3 METERS (11 FT) FROM A 3 IN LIVE OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1808 ***********************************************************************
 AR1808  DESIGNATION -  A 195
 AR1808  PID         -  AR1808
 AR1808  STATE/COUNTY-  FL/ALACHUA
 AR1808  USGS QUAD   -  ARCHER (1993)
 AR1808
 AR1808                         *CURRENT SURVEY CONTROL
 AR1808  ___________________________________________________________________
 AR1808* NAD 83(1999)-  29 31 22.27707(N)    082 33 23.79119(W)     ADJUSTED  
 AR1808* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 AR1808  ___________________________________________________________________
 AR1808  X           -     719,567.583 (meters)                     COMP
 AR1808  Y           -  -5,507,702.829 (meters)                     COMP
 AR1808  Z           -   3,124,458.114 (meters)                     COMP
 AR1808  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AR1808  ELLIP HEIGHT-          -2.55  (meters)          (06/12/02) GPS OBS
 AR1808  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AR1808
 AR1808  HORZ ORDER  -  SECOND
 AR1808  ELLP ORDER  -  FOURTH    CLASS I
 AR1808
 AR1808.The horizontal coordinates were established by GPS observations
 AR1808.and adjusted by the National Geodetic Survey in June 2002..
 AR1808
 AR1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1808
 AR1808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1808
 AR1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1808
 AR1808.The ellipsoidal height was determined by GPS observations
 AR1808.and is referenced to NAD 83.
 AR1808
 AR1808.The geoid height was determined by GEOID03.
 AR1808
 AR1808;                    North         East     Units Scale Factor Converg.
 AR1808;SPC FL N     -    59,563.287   788,394.104   MT  1.00001122   +0 58 35.8
 AR1808;SPC FL N     -   195,417.22  2,586,589.66   sFT  1.00001122   +0 58 35.8
 AR1808;UTM  17      - 3,266,925.645   349,146.089   MT  0.99988080   -0 46 01.9
 AR1808
 AR1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1808!SPC FL N     -   1.00000040  x   1.00001122  =   1.00001162
 AR1808!UTM  17      -   1.00000040  x   0.99988080  =   0.99988120
 AR1808
 AR1808                          SUPERSEDED SURVEY CONTROL
 AR1808
 AR1808  NAD 83(1990)-  29 31 22.27607(N)    082 33 23.79132(W) AD(       ) 2
 AR1808  ELLIP H (05/01/91)   -2.54   (m)                       GP(       ) 4 1
 AR1808  NAD 83(1986)-  29 31 22.28408(N)    082 33 23.79938(W) AD(       ) 2
 AR1808  NGVD 29 (11/17/89)   25.6    (m)           84.     (f) GPS OBS        
 AR1808
 AR1808.Superseded values are not recommended for survey control.
 AR1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1808.See file dsdata.txt to determine how the superseded data were derived.
 AR1808
 AR1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4914666926(NAD 83)
 AR1808_MARKER: DD = SURVEY DISK
 AR1808_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1808_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1808_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1808+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1808
 AR1808  HISTORY     - Date     Condition        Report By
 AR1808  HISTORY     - 1988     MONUMENTED       PMC
 AR1808
 AR1808                          STATION DESCRIPTION
 AR1808
 AR1808'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1808'THE STATION IS LOCATED ABOUT 25.7 KM (16.0 MI)
 AR1808'SOUTHWEST OF GAINESVILLE.
 AR1808'OWNERSHIP--GRADED ROAD R/W.
 AR1808'
 AR1808'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27/41
 AR1808'AND SR 24, GO SOUTHWEST FOR 4.6 KM (2.85 MI) ON SR 24 TO A GRADED
 AR1808'ROAD BEARING NORTH AT THE ALACHUA-LEVY COUNTY LINE,
 AR1808'GO NORTH FOR 1.1 KM (0.7 MI) ON GRADED ROAD TO THE STATION ON THE
 AR1808'EAST R/W OF THE ROAD.  THE STATION IS EAST 14.3 METERS (47 FT) OF A
 AR1808'NORTH-SOUTH FENCE ON THE WEST R/W OF GRADED ROAD, SOUTHWEST
 AR1808'16.5 METERS (54 FEET) FROM AN 8 IN TURKEY OAK EAST OF GRADED ROAD,
 AR1808'SOUTHWEST 23.0 METERS (75.5 FT) FROM A 5 IN PINE, NORTHWEST
 AR1808'7.3 METERS (24 FT) FROM A 6 IN TURKEY OAK EAST OF GRADED ROAD.
 AR1808'
 AR1808'THE STATION IS A STANDARD AC GIS DISK
 AR1808'STAMPED---STATION A195---,
 AR1808'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1808'3.01 METERS (9.86 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1808'19.57 METERS (64.19 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1808'IN 14 IN PINE,
 AR1808'11.75 METERS (38.54 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1808'16.33 METERS (53.59 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1808'IN 10 IN OAK,
 AR1808'0.1 METERS (0.3 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1808'
 AR1808'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1808'STAMPED---AZIMUTH A196---,
 AR1808'SET INTO THE GROUND 48 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1808'14.53 METERS (47.67 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1808'IN 10 IN BLACK JACK OAK,
 AR1808'15.91 METERS (52.19 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1808'IN 10 IN BLACK JACK OAK,
 AR1808'7.20 METERS (23.62 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1808'16.34 METERS (53.62 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1808'0.2 METERS (0.8 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1808'TO REACH THE AZIMUTH FROM THE STATION,
 AR1808'GO SOUTH FOR 1.0 KM (0.6 MI) ON GRADED ROAD TO THE AZIMUTH MARK ON
 AR1808'THE WEST R/W OF GRADED ROAD.  THE AZIMUTH MARK IS WEST
 AR1808'1.5 METERS (5 FT) OF A NORTH-SOUTH FENCE ON WEST R/W OF GRADED
 AR1808'ROAD, NORTHWEST 62.3 METERS (204.5 FT) FROM A 10 IN LIVE OAK
 AR1808'CLUSTERED WITH THREE OTHER SMALLER LIVE OAKS, SOUTH
 AR1808'31.5 METERS (103.5 FT) FROM A 4 IN LIVE OAK WEST OF NORTH-SOUTH
 AR1808'FENCE ON WEST R/W OF GRADED ROAD, AND NORTH 13.8 METERS (45.5 FT)
 AR1808'FROM A WOOD POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0086 ***********************************************************************
 AK0086  DESIGNATION -  A 196
 AK0086  PID         -  AK0086
 AK0086  STATE/COUNTY-  FL/VOLUSIA
 AK0086  USGS QUAD   -  ORANGE CITY (1980)
 AK0086
 AK0086                         *CURRENT SURVEY CONTROL
 AK0086  ___________________________________________________________________
 AK0086* NAD 83(1986)-  28 56 14.     (N)    081 17 55.     (W)     SCALED    
 AK0086* NAVD 88     -         8.704  (meters)      28.56   (feet)  ADJUSTED  
 AK0086  ___________________________________________________________________
 AK0086  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AK0086  DYNAMIC HT  -           8.692 (meters)      28.52  (feet)  COMP
 AK0086  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 AK0086
 AK0086  VERT ORDER  -  FIRST     CLASS II
 AK0086
 AK0086.The horizontal coordinates were scaled from a topographic map and have
 AK0086.an estimated accuracy of +/- 6 seconds.
 AK0086
 AK0086.The orthometric height was determined by differential leveling
 AK0086.and adjusted by the National Geodetic Survey in June 1991..
 AK0086
 AK0086.The geoid height was determined by GEOID03.
 AK0086
 AK0086.The dynamic height is computed by dividing the NAVD 88
 AK0086.geopotential number by the normal gravity value computed on the
 AK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0086.degrees latitude (g = 980.6199 gals.).
 AK0086
 AK0086.The modeled gravity was interpolated from observed gravity values.
 AK0086
 AK0086;                    North         East    Units  Estimated Accuracy
 AK0086;SPC FL E     -   510,110.      170,890.      MT  (+/- 180 meters Scaled)
 AK0086
 AK0086                          SUPERSEDED SURVEY CONTROL
 AK0086
 AK0086  NGVD 29 (??/??/92)    9.030  (m)           29.63   (f) ADJ UNCH    1 2
 AK0086
 AK0086.Superseded values are not recommended for survey control.
 AK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0086.See file dsdata.txt to determine how the superseded data were derived.
 AK0086
 AK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN708010(NAD 83)
 AK0086_MARKER: DB = BENCH MARK DISK
 AK0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0086_SP_SET: CULVERT
 AK0086_STAMPING: A 196 1960
 AK0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0086
 AK0086  HISTORY     - Date     Condition        Report By
 AK0086  HISTORY     - 1960     MONUMENTED       CGS
 AK0086  HISTORY     - 1977     GOOD             NGS
 AK0086
 AK0086                          STATION DESCRIPTION
 AK0086
 AK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0086'0.8 MI S FROM ORANGE CITY.
 AK0086'ABOUT 0.75 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE CROSSING
 AK0086'OF GRAVES AVENUE AT ORANGE CITY, NEAR THE CITY LIMIT SIGN AT
 AK0086'SOUTH EDGE OF TOWN, IN THE TOP OF THE NORTH END OF WEST HEAD
 AK0086'WALL OF A 2 1/2-FOOT CONCRETE BOX CULVERT, 29 FEET WEST
 AK0086'OF CENTER LINE OF HIGHWAY, 60 FEET SOUTH OF CENTER LINE OF AN
 AK0086'OLD ROAD LEADING WEST, 229 FEET NORTH OF NORTHEAST CORNER OF
 AK0086'THE ORANGE CITY SUPER MARKET AND 1 1/2 FEET BELOW LEVEL OF
 AK0086'ROAD.
 AK0086
 AK0086                          STATION RECOVERY (1977)
 AK0086
 AK0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AK0086'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0087 ***********************************************************************
 AK0087  DESIGNATION -  A 196 RESET 1967
 AK0087  PID         -  AK0087
 AK0087  STATE/COUNTY-  FL/VOLUSIA
 AK0087  USGS QUAD   -  ORANGE CITY (1980)
 AK0087
 AK0087                         *CURRENT SURVEY CONTROL
 AK0087  ___________________________________________________________________
 AK0087* NAD 83(1986)-  28 56 14.     (N)    081 17 55.     (W)     SCALED    
 AK0087* NAVD 88     -         8.82   (meters)      28.9    (feet)  RESET     
 AK0087  ___________________________________________________________________
 AK0087  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AK0087
 AK0087  VERT ORDER  -  THIRD
 AK0087
 AK0087.The horizontal coordinates were scaled from a topographic map and have
 AK0087.an estimated accuracy of +/- 6 seconds.
 AK0087
 AK0087.The orthometric height was computed from unverified reset data.
 AK0087
 AK0087.The geoid height was determined by GEOID03.
 AK0087
 AK0087;                    North         East    Units  Estimated Accuracy
 AK0087;SPC FL E     -   510,110.      170,890.      MT  (+/- 180 meters Scaled)
 AK0087
 AK0087                          SUPERSEDED SURVEY CONTROL
 AK0087
 AK0087.No superseded survey control is available for this station.
 AK0087
 AK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN708010(NAD 83)
 AK0087_MARKER: DB = BENCH MARK DISK
 AK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0087_STAMPING: A 196 RESET 1967
 AK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0087+STABILITY: SURFACE MOTION
 AK0087
 AK0087  HISTORY     - Date     Condition        Report By
 AK0087  HISTORY     - 1967     MONUMENTED       CGS
 AK0087  HISTORY     - 1971     GOOD             NGS
 AK0087  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AK0087
 AK0087                          STATION DESCRIPTION
 AK0087
 AK0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AK0087'0.8 MI S FROM ORANGE CITY.
 AK0087'0.8 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 AK0087'AT GRAVES AVENUE AT ORANGE CITY, ABOUT 75 YARDS SOUTH OF A DRAINAGE
 AK0087'CULVERT, 45 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 17,
 AK0087'3 FEET SOUTH OF A PROJECTED PLANE OF THE NORTH WALL OF ORANGE
 AK0087'CITY SUPER MARKET WHICH IS ON THE WEST SIDE OF U.S. HIGHWAY 17
 AK0087'AND 3 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD
 AK0087'DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT 2 INCHES BELOW
 AK0087'THE SURFACE.
 AK0087
 AK0087                          STATION RECOVERY (1991)
 AK0087
 AK0087'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AK0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0245 ***********************************************************************
 AK0245  DESIGNATION -  A 197
 AK0245  PID         -  AK0245
 AK0245  STATE/COUNTY-  FL/SEMINOLE
 AK0245  USGS QUAD   -  OSTEEN (1980)
 AK0245
 AK0245                         *CURRENT SURVEY CONTROL
 AK0245  ___________________________________________________________________
 AK0245* NAD 83(1986)-  28 45 36.     (N)    081 08 44.     (W)     SCALED    
 AK0245* NAVD 88     -         6.721  (meters)      22.05   (feet)  ADJUSTED  
 AK0245  ___________________________________________________________________
 AK0245  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AK0245  DYNAMIC HT  -           6.712 (meters)      22.02  (feet)  COMP
 AK0245  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 AK0245
 AK0245  VERT ORDER  -  FIRST     CLASS II
 AK0245
 AK0245.The horizontal coordinates were scaled from a topographic map and have
 AK0245.an estimated accuracy of +/- 6 seconds.
 AK0245
 AK0245.The orthometric height was determined by differential leveling
 AK0245.and adjusted by the National Geodetic Survey in June 1991..
 AK0245
 AK0245.The geoid height was determined by GEOID03.
 AK0245
 AK0245.The dynamic height is computed by dividing the NAVD 88
 AK0245.geopotential number by the normal gravity value computed on the
 AK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0245.degrees latitude (g = 980.6199 gals.).
 AK0245
 AK0245.The modeled gravity was interpolated from observed gravity values.
 AK0245
 AK0245;                    North         East    Units  Estimated Accuracy
 AK0245;SPC FL E     -   490,440.      185,790.      MT  (+/- 180 meters Scaled)
 AK0245
 AK0245                          SUPERSEDED SURVEY CONTROL
 AK0245
 AK0245  NGVD 29 (??/??/92)    7.037  (m)           23.09   (f) ADJ UNCH    1 2
 AK0245
 AK0245.Superseded values are not recommended for survey control.
 AK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0245.See file dsdata.txt to determine how the superseded data were derived.
 AK0245
 AK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM857814(NAD 83)
 AK0245_MARKER: DB = BENCH MARK DISK
 AK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0245_STAMPING: A 197 1960
 AK0245_MARK LOGO: CGS   
 AK0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0245+STABILITY: SURFACE MOTION
 AK0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK0245+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1997
 AK0245
 AK0245  HISTORY     - Date     Condition        Report By
 AK0245  HISTORY     - 1960     MONUMENTED       CGS
 AK0245  HISTORY     - 1982     GOOD             LOCSUR
 AK0245  HISTORY     - 1984     GOOD             LOCENG
 AK0245  HISTORY     - 1985     GOOD             USPSQD
 AK0245  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0245  HISTORY     - 19950128 GOOD             USPSQD
 AK0245  HISTORY     - 19960819 GOOD             FLDEP
 AK0245  HISTORY     - 19971009 GOOD             FLDEP
 AK0245
 AK0245                          STATION DESCRIPTION
 AK0245
 AK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0245'2.5 MI NW FROM GENEVA.
 AK0245'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 AK0245'JUNCTION OF BLACK TOP ROAD LEADING NORTH TO SCHOOL AT GENEVA,
 AK0245'ABOUT 0.5 MILES SOUTHEAST OF A 20-FOOT CONCRETE BOX CULVERT,
 AK0245'AT THE NORTHWEST END OF A SHORT LOW CUT, 50 FEET SOUTHWEST OF
 AK0245'CENTER LINE OF HIGHWAY, 141 FEET SOUTH AND ACROSS HIGHWAY FROM
 AK0245'THE FIRST POWER POLE NORTHWEST OF CUT, 2 FEET NORTHEAST OF A
 AK0245'FENCE LINE, 2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 AK0245'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AK0245'PROJECTING 3 INCHES.
 AK0245
 AK0245                          STATION RECOVERY (1982)
 AK0245
 AK0245'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AK0245'RECOVERED IN GOOD CONDITION.
 AK0245
 AK0245                          STATION RECOVERY (1984)
 AK0245
 AK0245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 AK0245'RECOVERED IN GOOD CONDITION.
 AK0245
 AK0245                          STATION RECOVERY (1985)
 AK0245
 AK0245'RECOVERY NOTE BY US POWER SQUADRON 1985
 AK0245'BENCH MARK IS LOCATED 12 INCHES WEST OF WITNESS POST: 50 FEET 4
 AK0245'INCHES FROM CENTER LINE OF EAST-BOUND LANE STATE ROAD 46.2 INCHES
 AK0245'ABOVE GROUND. IT IS 3/10 MILE WEST OF THE INTERSECTION OF STATE ROAD
 AK0245'46 AND MOCKINGBIRD LANE. 7 MILES EAST OF THE INTERSECTION OF
 AK0245'MELLONVILLE AVE. AND STATE ROAD 46 FROM THE EASTERN SECTION OF
 AK0245'SANFORD.
 AK0245
 AK0245                          STATION RECOVERY (1988)
 AK0245
 AK0245'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0245'MARK NOT FOUND.
 AK0245
 AK0245                          STATION RECOVERY (1995)
 AK0245
 AK0245'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK0245'RECOVERED IN GOOD CONDITION.
 AK0245
 AK0245                          STATION RECOVERY (1996)
 AK0245
 AK0245'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AK0245'THE MARK IS ABOUT 2.5 MI (4.0 KM) NORTHWEST OF GENEVA, 10.0 MI (16.1
 AK0245'KM) SOUTHEAST OF SANFORD ON STATE ROAD 46 IN SECTION 8, TOWNSHIP 20
 AK0245'SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AK0245'COUNTY ROAD 426 AND STATE ROAD 46 IN GENEVA, GO NORTHWEST ON STATE
 AK0245'ROAD 46 FOR 2.5 MI (4.0 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF
 AK0245'A ROUND CONCRETE MONUMENT PROJECTING 0.3 FT (9.1 CM) ABOVE THE LEVEL
 AK0245'OF THE GROUND AND LEVEL WITH STATE ROAD 46. LOCATED 50.0 FT (15.2 M)
 AK0245'SOUTHWEST OF THE CENTERLINE OF STATE ROAD 46 AND 1.0 FT (0.3 M) WEST
 AK0245'OF A CARSONITE WITNESS POST.
 AK0245
 AK0245                          STATION RECOVERY (1997)
 AK0245
 AK0245'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AK0245'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1809 ***********************************************************************
 AR1809  DESIGNATION -  A 197
 AR1809  PID         -  AR1809
 AR1809  STATE/COUNTY-  FL/ALACHUA
 AR1809  USGS QUAD   -  BRONSON NE (1988)
 AR1809
 AR1809                         *CURRENT SURVEY CONTROL
 AR1809  ___________________________________________________________________
 AR1809* NAD 83(1999)-  29 28 51.96161(N)    082 33 09.11220(W)     ADJUSTED  
 AR1809* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 AR1809  ___________________________________________________________________
 AR1809  X           -     720,254.648 (meters)                     COMP
 AR1809  Y           -  -5,509,909.161 (meters)                     COMP
 AR1809  Z           -   3,120,428.631 (meters)                     COMP
 AR1809  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AR1809  ELLIP HEIGHT-          -5.33  (meters)          (06/12/02) GPS OBS
 AR1809  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1809
 AR1809  HORZ ORDER  -  SECOND
 AR1809  ELLP ORDER  -  FOURTH    CLASS I
 AR1809
 AR1809.The horizontal coordinates were established by GPS observations
 AR1809.and adjusted by the National Geodetic Survey in June 2002..
 AR1809
 AR1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1809
 AR1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1809
 AR1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1809
 AR1809.The ellipsoidal height was determined by GPS observations
 AR1809.and is referenced to NAD 83.
 AR1809
 AR1809.The geoid height was determined by GEOID03.
 AR1809
 AR1809;                    North         East     Units Scale Factor Converg.
 AR1809;SPC FL N     -    54,942.419   788,868.392   MT  1.00001961   +0 58 43.2
 AR1809;SPC FL N     -   180,256.92  2,588,145.72   sFT  1.00001961   +0 58 43.2
 AR1809;SPC FL W     -   570,479.114   146,415.881   MT  0.99997659   -0 16 18.9
 AR1809;SPC FL W     - 1,871,646.89    480,366.10   sFT  0.99997659   -0 16 18.9
 AR1809;UTM  17      - 3,262,293.113   349,479.536   MT  0.99987956   -0 45 51.1
 AR1809
 AR1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1809!SPC FL N     -   1.00000084  x   1.00001961  =   1.00002045
 AR1809!SPC FL W     -   1.00000084  x   0.99997659  =   0.99997743
 AR1809!UTM  17      -   1.00000084  x   0.99987956  =   0.99988040
 AR1809
 AR1809                          SUPERSEDED SURVEY CONTROL
 AR1809
 AR1809  NAD 83(1990)-  29 28 51.96062(N)    082 33 09.11227(W) AD(       ) 2
 AR1809  ELLIP H (05/01/91)   -5.32   (m)                       GP(       ) 4 1
 AR1809  NAD 83(1986)-  29 28 51.96854(N)    082 33 09.12025(W) AD(       ) 2
 AR1809  NGVD 29 (11/17/89)   22.8    (m)           75.     (f) GPS OBS        
 AR1809
 AR1809.Superseded values are not recommended for survey control.
 AR1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1809.See file dsdata.txt to determine how the superseded data were derived.
 AR1809
 AR1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4948062293(NAD 83)
 AR1809_MARKER: DD = SURVEY DISK
 AR1809_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1809_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1809_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1809+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1809
 AR1809  HISTORY     - Date     Condition        Report By
 AR1809  HISTORY     - 1988     MONUMENTED       PMC
 AR1809
 AR1809                          STATION DESCRIPTION
 AR1809
 AR1809'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1809'THE STATION IS LOCATED ABOUT 28.3 KM (17.6 MI)
 AR1809'SOUTHWEST OF GAINESVILLE.
 AR1809'OWNERSHIP--PRIVATE.
 AR1809'
 AR1809'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 AR1809'ACR 241 (S. GIBSON) IN ARCHER GO SOUTH FOR 5.8 KM (3.6 MI) ON ACR
 AR1809'241 TO A GRADED ROAD AT THE ALACHUA-LEVY COUNTY LINE,
 AR1809'GO WEST FOR 2.7 KM (1.7 MI) ON GRADED ROAD TO A TRAIL ROAD BEARING
 AR1809'NORTH, GO NORTH FOR 137.2 METERS (450 FT) ON TRAIL ROAD TO THE
 AR1809'STATION ON THE WEST.  THE STATION IS WEST 6.4 METERS (21 FT) OF
 AR1809'TRAIL ROAD CENTERLINE, NORTHEAST 59.4 METERS (195 FT) FROM A 14 IN
 AR1809'PINE, SOUTHEAST 80.5 METERS (264 FT) FROM A MULTI-TRUNK CHERRY
 AR1809'TREE, SOUTHEAST 76.5 METERS (251 FT) FROM A LARGE SQUARE POST
 AR1809'STANDING ALONE IN THE FIELD WEST OF THE TRAIL ROAD, NORTHWEST
 AR1809'101.2 METERS (332 FT) FROM A 16 IN PINE IN A NORTH-SOUTH TREE LINE
 AR1809'EAST OF TRAIL ROAD.
 AR1809'
 AR1809'THE STATION IS A STANDARD AC GIS DISK
 AR1809'STAMPED---STATION A197---,
 AR1809'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1809'6.15 METERS (20.18 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1809'5.51 METERS (18.08 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1809'3.78 METERS (12.39 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1809'6.20 METERS (20.33 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1809'0.3 METERS (0.9 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1809'
 AR1809'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1809'STAMPED---AZIMUITH A198---,
 AR1809'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1809'6.87 METERS (22.54 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1809'7 IN PINE,
 AR1809'23.01 METERS (75.48 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1809'IN 14 IN PINE,
 AR1809'22.38 METERS (73.41 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1809'IN 12 IN BLACK JACK OAK,
 AR1809'0.2 METERS (0.5 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1809'TO REACH THE AZIMUTH FROM THE STATION,
 AR1809'GO NORTH FOR 0.2 KM (0.15 MI) ON TRAIL ROAD TO T-INTERSECTION WITH
 AR1809'EAST-WEST GRADED ROAD, GO WEST FOR 0.2 KM (0.1 MI) ON GRADED ROAD
 AR1809'TO A 90 DEGREE BEND TO THE RIGHT, CONTINUE NORTHERLY FOR
 AR1809'76.2 METERS (250 FT) TO AZIMUTH WEST OF GRADED ROAD.  THE AZIMUTH
 AR1809'MARK IS WEST 15.5 METERS (51 FT) OF A NORTH-SOUTH FENCE ON EAST R/W
 AR1809'OF GRADED ROAD, NORTHWEST 31.1 METERS (102 FT) FROM A 12 IN PINE
 AR1809'EAST OF THE ROAD, NORTH 6.9 METERS (22.5 FT) FROM A PINE WEST OF
 AR1809'THE ROAD, SOUTHEAST 23.2 METERS (76 FT) FROM A 12 IN PINE,
 AR1809'SOUTHWEST 35.1 METERS (115 FT) FROM A 10 IN PINE EAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0179 ***********************************************************************
 AK0179  DESIGNATION -  A 198
 AK0179  PID         -  AK0179
 AK0179  STATE/COUNTY-  FL/SEMINOLE
 AK0179  USGS QUAD   -  SANFORD (1988)
 AK0179
 AK0179                         *CURRENT SURVEY CONTROL
 AK0179  ___________________________________________________________________
 AK0179* NAD 83(1986)-  28 48 43.     (N)    081 15 58.     (W)     SCALED    
 AK0179* NAVD 88     -         4.322  (meters)      14.18   (feet)  ADJUSTED  
 AK0179  ___________________________________________________________________
 AK0179  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AK0179  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 AK0179  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 AK0179
 AK0179  VERT ORDER  -  FIRST     CLASS II
 AK0179
 AK0179.The horizontal coordinates were scaled from a topographic map and have
 AK0179.an estimated accuracy of +/- 6 seconds.
 AK0179
 AK0179.The orthometric height was determined by differential leveling
 AK0179.and adjusted by the National Geodetic Survey in June 1991..
 AK0179
 AK0179.The geoid height was determined by GEOID03.
 AK0179
 AK0179.The dynamic height is computed by dividing the NAVD 88
 AK0179.geopotential number by the normal gravity value computed on the
 AK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0179.degrees latitude (g = 980.6199 gals.).
 AK0179
 AK0179.The modeled gravity was interpolated from observed gravity values.
 AK0179
 AK0179;                    North         East    Units  Estimated Accuracy
 AK0179;SPC FL E     -   496,220.      174,030.      MT  (+/- 180 meters Scaled)
 AK0179
 AK0179                          SUPERSEDED SURVEY CONTROL
 AK0179
 AK0179  NGVD 29 (09/01/92)    4.634  (m)           15.20   (f) ADJUSTED    1 2
 AK0179
 AK0179.Superseded values are not recommended for survey control.
 AK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0179.See file dsdata.txt to determine how the superseded data were derived.
 AK0179
 AK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM740871(NAD 83)
 AK0179_MARKER: DB = BENCH MARK DISK
 AK0179_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AK0179_SP_SET: BUILDING
 AK0179_STAMPING: A 198 1960
 AK0179_MARK LOGO: CGS   
 AK0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0179
 AK0179  HISTORY     - Date     Condition        Report By
 AK0179  HISTORY     - 1960     MONUMENTED       CGS
 AK0179  HISTORY     - 1978     GOOD             NGS
 AK0179  HISTORY     - 1982     GOOD             LOCSUR
 AK0179  HISTORY     - 1984     GOOD             LOCENG
 AK0179  HISTORY     - 1985     GOOD             USPSQD
 AK0179  HISTORY     - 1986     GOOD             FLDNR
 AK0179  HISTORY     - 1988     GOOD             USPSQD
 AK0179  HISTORY     - 19901006 GOOD             USPSQD
 AK0179  HISTORY     - 19940129 GOOD             USPSQD
 AK0179
 AK0179                          STATION DESCRIPTION
 AK0179
 AK0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0179'AT SANFORD.
 AK0179'AT SANFORD, AT THE INTERSECTION OF N PALMETTO AVENUE AND E FIRST
 AK0179'STREET, ABOUT 30 YARDS SOUTH OF THE INTERSECTION OF COMMERCIAL
 AK0179'STREET, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER
 AK0179'OF THE POST OFFICE, 35 FEET WEST OF THE WEST CURB LINE OF
 AK0179'PALMETTO AVENUE, 4 FEET SOUTH OF THE NORTHEAST CORNER OF BUILDING,
 AK0179'AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AK0179
 AK0179                          STATION RECOVERY (1978)
 AK0179
 AK0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0179'NOTE, BUILDING NOW IS THE PUBLIC LIBRARY.
 AK0179
 AK0179                          STATION RECOVERY (1982)
 AK0179
 AK0179'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AK0179'LOCATED IN THE CITY OF SANFORD AT THE NORTHWEST CORNER OF THE
 AK0179'INTERSECTION OF EAST FIRST STREET AND N. PALMETTO AVENUE. THE DISK IS
 AK0179'SET VERTICALLY IN THE EAST FACE OF THE SANFORD LIBRARY BUILDING 4
 AK0179'FEET SOUTH OF THE NORTHWEST CORNER AND ONE AND ONE HALF FEET ABOVE
 AK0179'THE GROUND.
 AK0179
 AK0179                          STATION RECOVERY (1984)
 AK0179
 AK0179'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 AK0179'RECOVERED IN GOOD CONDITION.
 AK0179
 AK0179                          STATION RECOVERY (1985)
 AK0179
 AK0179'RECOVERY NOTE BY US POWER SQUADRON 1985
 AK0179'BENCH MARK IS LOCATED IN THE NORTH-EAST CORNER OF LIBRARY (FORMER
 AK0179'POST OFFICE) 16 INCHES ABOVE GROUND LEVEL, 4 FEET SOUTH OF NORTH-EAST
 AK0179'CORNER OF BUILDING. 20 FEET FROM THE WEST EDGE OF SIDEWALK OF NORTH
 AK0179'PALMETTO. TO REACH 17-92 SOUTH FROM LAKE MONROE TO THE INTERSECTION
 AK0179'OF FIRST STREET. WEST ON FIRST STREET TO THE NOW SANFORD PUBLIC
 AK0179'LIBRARY., AND BENCH MARK. TEXT IS ADEQUATE.
 AK0179
 AK0179                          STATION RECOVERY (1986)
 AK0179
 AK0179'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0179'RECOVERED IN GOOD CONDITION.
 AK0179
 AK0179                          STATION RECOVERY (1988)
 AK0179
 AK0179'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0179'RECOVERED IN GOOD CONDITION.
 AK0179
 AK0179                          STATION RECOVERY (1990)
 AK0179
 AK0179'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0179'RECOVERED IN GOOD CONDITION.
 AK0179
 AK0179                          STATION RECOVERY (1994)
 AK0179
 AK0179'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6409 ***********************************************************************
 AF6409  DESIGNATION -  A 199
 AF6409  PID         -  AF6409
 AF6409  STATE/COUNTY-  FL/INDIAN RIVER
 AF6409  USGS QUAD   -  FORT DRUM NE (1972)
 AF6409
 AF6409                         *CURRENT SURVEY CONTROL
 AF6409  ___________________________________________________________________
 AF6409* NAD 83(1986)-  27 41 04.     (N)    080 52 28.     (W)     SCALED    
 AF6409* NAVD 88     -        16.650  (meters)      54.63   (feet)  ADJUSTED  
 AF6409  ___________________________________________________________________
 AF6409  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AF6409  DYNAMIC HT  -          16.625 (meters)      54.54  (feet)  COMP
 AF6409  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 AF6409
 AF6409  VERT ORDER  -  SECOND    CLASS 0
 AF6409
 AF6409.The horizontal coordinates were scaled from a topographic map and have
 AF6409.an estimated accuracy of +/- 6 seconds.
 AF6409
 AF6409.The orthometric height was determined by differential leveling
 AF6409.and adjusted by the National Geodetic Survey in June 1991..
 AF6409
 AF6409.The geoid height was determined by GEOID03.
 AF6409
 AF6409.The dynamic height is computed by dividing the NAVD 88
 AF6409.geopotential number by the normal gravity value computed on the
 AF6409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6409.degrees latitude (g = 980.6199 gals.).
 AF6409
 AF6409.The modeled gravity was interpolated from observed gravity values.
 AF6409
 AF6409;                    North         East    Units  Estimated Accuracy
 AF6409;SPC FL E     -   371,250.      212,390.      MT  (+/- 180 meters Scaled)
 AF6409
 AF6409                          SUPERSEDED SURVEY CONTROL
 AF6409
 AF6409  NGVD 29 (??/??/92)   17.034  (m)           55.89   (f) ADJ UNCH    2 0
 AF6409
 AF6409.Superseded values are not recommended for survey control.
 AF6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6409.See file dsdata.txt to determine how the superseded data were derived.
 AF6409
 AF6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL123622(NAD 83)
 AF6409_MARKER: DB = BENCH MARK DISK
 AF6409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AF6409_SP_SET: 64 FEET
 AF6409_STAMPING: A 199 1960
 AF6409_MARK LOGO: CGS   
 AF6409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6409
 AF6409  HISTORY     - Date     Condition        Report By
 AF6409  HISTORY     - 1960     MONUMENTED       CGS
 AF6409  HISTORY     - 1963     GOOD             NGS
 AF6409  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6409  HISTORY     - 19950901 GOOD             FLDEP
 AF6409
 AF6409                          STATION DESCRIPTION
 AF6409
 AF6409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF6409'29.8 MI W FROM VERO BEACH.
 AF6409'29.75 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CROSSING OF THE
 AF6409'ATLANTIC COAST LINE RAILROAD AT VERO BEACH, ABOUT 2.2 MILES
 AF6409'SOUTHEAST OF THE INTESECTION OF U.S. HIGHWAY 441 AT YEEHAW
 AF6409'JUNCTION, 2.8 MILES NORTHWEST OF YEEHAW TOWER (FLORIDA FOREST
 AF6409'SERVICE), ON THE INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 AF6409'EAST AND NORTHWEST, 52 1/2 FEET NORTHEAST OF THE CENTER LINE
 AF6409'OF HIGHWAY, 52 FEET EAST OF POST SUPPORTING INDIAN RIVER - OSCEOLA
 AF6409'COUNTY LINE SIGN, 65 FEET SOUTH OF POWER LINE POLE 17-426-27,
 AF6409'9 FEET NORTHWEST OF A FENCE CORNER POST, 1 1/2 FEET SOUTHWEST
 AF6409'OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST,
 AF6409'ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK ON COPPER COATED
 AF6409'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH
 AF6409'ORANGEBURG PIPE WHICH PROJECTS 14 INCHES.  THE ROD WAS DRIVEN
 AF6409'TO A DEPTH OF 64 FT.
 AF6409
 AF6409                          STATION RECOVERY (1963)
 AF6409
 AF6409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AF6409'RECOVERED IN GOOD CONDITION.
 AF6409
 AF6409                          STATION RECOVERY (1989)
 AF6409
 AF6409'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6409'MARK NOT FOUND.
 AF6409
 AF6409                          STATION RECOVERY (1995)
 AF6409
 AF6409'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (PBM)
 AF6409'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1810 ***********************************************************************
 AR1810  DESIGNATION -  A 199
 AR1810  PID         -  AR1810
 AR1810  STATE/COUNTY-  FL/ALACHUA
 AR1810  USGS QUAD   -  HIGH SPRINGS (1993)
 AR1810
 AR1810                         *CURRENT SURVEY CONTROL
 AR1810  ___________________________________________________________________
 AR1810* NAD 83(1999)-  29 50 07.34279(N)    082 33 34.98198(W)     ADJUSTED  
 AR1810* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 AR1810  ___________________________________________________________________
 AR1810  X           -     717,047.574 (meters)                     COMP
 AR1810  Y           -  -5,490,733.276 (meters)                     COMP
 AR1810  Z           -   3,154,554.952 (meters)                     COMP
 AR1810  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AR1810  ELLIP HEIGHT-          -3.08  (meters)          (06/12/02) GPS OBS
 AR1810  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AR1810
 AR1810  HORZ ORDER  -  SECOND
 AR1810  ELLP ORDER  -  FOURTH    CLASS I
 AR1810
 AR1810.The horizontal coordinates were established by GPS observations
 AR1810.and adjusted by the National Geodetic Survey in June 2002..
 AR1810
 AR1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1810
 AR1810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1810
 AR1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1810
 AR1810.The ellipsoidal height was determined by GPS observations
 AR1810.and is referenced to NAD 83.
 AR1810
 AR1810.The geoid height was determined by GEOID03.
 AR1810
 AR1810;                    North         East     Units Scale Factor Converg.
 AR1810;SPC FL N     -    94,194.372   787,503.301   MT  0.99996510   +0 58 30.2
 AR1810;SPC FL N     -   309,036.04  2,583,667.08   sFT  0.99996510   +0 58 30.2
 AR1810;UTM  17      - 3,301,564.143   349,311.743   MT  0.99988016   -0 46 34.0
 AR1810
 AR1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1810!SPC FL N     -   1.00000048  x   0.99996510  =   0.99996558
 AR1810!UTM  17      -   1.00000048  x   0.99988016  =   0.99988064
 AR1810
 AR1810                          SUPERSEDED SURVEY CONTROL
 AR1810
 AR1810  NAD 83(1990)-  29 50 07.34120(N)    082 33 34.98101(W) AD(       ) 2
 AR1810  ELLIP H (05/01/91)   -3.01   (m)                       GP(       ) 4 1
 AR1810  NAD 83(1986)-  29 50 07.34941(N)    082 33 34.98428(W) AD(       ) 2
 AR1810  NGVD 29 (11/17/89)   25.3    (m)           83.     (f) GPS OBS        
 AR1810
 AR1810.Superseded values are not recommended for survey control.
 AR1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1810.See file dsdata.txt to determine how the superseded data were derived.
 AR1810
 AR1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP4931201564(NAD 83)
 AR1810_MARKER: DD = SURVEY DISK
 AR1810_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1810_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1810_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1810+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1810
 AR1810  HISTORY     - Date     Condition        Report By
 AR1810  HISTORY     - 1988     MONUMENTED       PMC
 AR1810
 AR1810                          STATION DESCRIPTION
 AR1810
 AR1810'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1810'THE STATION IS LOCATED ABOUT 29.6 KM (18.4 MI)
 AR1810'NORTHWEST OF GAINESVILLE.
 AR1810'OWNERSHIP--NW 13 R/W.
 AR1810'
 AR1810'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND I-75
 AR1810'IN ALACHUA, GO NORTHWEST FOR 4.5 KM (2.8 MI) ON 441 TO THE
 AR1810'INTERSECTION WITH ACR NW 13,
 AR1810'TURN RIGHT AND GO NORTH FOR 2 KM (1.25 MI) ON NW 13 TO A STOP SIGN
 AR1810'AT THE INTERSECTION WITH ACR NW 18,
 AR1810'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 137.2 METERS (450 FT) ON
 AR1810'NW 13 TO THE AZIMUTH IN THE CENTER OF THE LIMEROAK GRADE,
 AR1810'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.5 KM (0.33 MI) ON NW 13
 AR1810'TO THE STATION IN THE CENTER OF THE LIMEROCK GRADE.
 AR1810'THE STATION IS EAST 5.2 METERS (17 FT) OF A FENCE ON THE WEST SIDE
 AR1810'OF THE ROAD, WEST 4.7 METERS (15.5 FT) OF A FENCE ON THE EAST SIDE
 AR1810'OF THE ROAD, NORTHEAST 23.3 METERS (73 FT) OF A 5 IN FENCE CORNER
 AR1810'POST, AND SOUTHWEST 37.2 METERS (122 FT) FROM A POWER POLE.
 AR1810'
 AR1810'THE STATION IS A STANDARD AC GIS DISK
 AR1810'STAMPED---STATION A199---,
 AR1810'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1810'3.72 METERS (12.20 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1810'POWER POLE,
 AR1810'6.18 METERS (20.29 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1810'22.25 METERS (73.01 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1810'IN FENCE CORNER,
 AR1810'6.10 METERS (20.00 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1810'5.2 METERS (16.9 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1810'
 AR1810'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1810'STAMPED---AZIMUTH A200---,
 AR1810'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1810'11.20 METERS (36.67 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1810'IN 30 IN OAK,
 AR1810'7.14 METERS (23.42 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1810'IN 30 IN SWEET GUM,
 AR1810'9.99 METERS (32.78 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1810'IN 2-10 IN OAKS,
 AR1810'10.45 METERS (34.27 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1810'IN 18 IN PINE,
 AR1810'4.3 METERS (14.0 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1810'TO REACH THE AZIMUTH FROM THE STATION,
 AR1810'GO SOUTH FOR 0.5 KM (0.33 MI) ON NW 13 TO THE AZIMUTH IN   LIMEROCK
 AR1810'GRADE.  THE AZIMUTH MARK IS NORTH 136.2 METERS (447 FT) OF THE
 AR1810'NORTHEAST CORNER OF SECTION 1, TOWNSHIP 8 SOUTH, RANGE 17 EAST,
 AR1810'WEST 4.3 METERS (14 FT) OF A FENCE CORNER POST ON EAST SIDE OF ROAD
 AR1810'AND  SOUTHWEST 30.8 METERS (101 FT) FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0482 ***********************************************************************
 AR0482  DESIGNATION -  A 2
 AR0482  PID         -  AR0482
 AR0482  STATE/COUNTY-  FL/ALACHUA
 AR0482  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR0482
 AR0482                         *CURRENT SURVEY CONTROL
 AR0482  ___________________________________________________________________
 AR0482* NAD 83(1986)-  29 39 06.     (N)    082 21 03.     (W)     SCALED    
 AR0482* NAVD 88     -        48.208  (meters)     158.16   (feet)  ADJUSTED  
 AR0482  ___________________________________________________________________
 AR0482  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR0482  DYNAMIC HT  -          48.143 (meters)     157.95  (feet)  COMP
 AR0482  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AR0482
 AR0482  VERT ORDER  -  SECOND    CLASS 0
 AR0482
 AR0482.The horizontal coordinates were scaled from a topographic map and have
 AR0482.an estimated accuracy of +/- 6 seconds.
 AR0482
 AR0482.The orthometric height was determined by differential leveling
 AR0482.and adjusted by the National Geodetic Survey in June 1991..
 AR0482
 AR0482.The geoid height was determined by GEOID03.
 AR0482
 AR0482.The dynamic height is computed by dividing the NAVD 88
 AR0482.geopotential number by the normal gravity value computed on the
 AR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0482.degrees latitude (g = 980.6199 gals.).
 AR0482
 AR0482.The modeled gravity was interpolated from observed gravity values.
 AR0482
 AR0482;                    North         East    Units  Estimated Accuracy
 AR0482;SPC FL N     -    74,200.      808,070.      MT  (+/- 180 meters Scaled)
 AR0482
 AR0482                          SUPERSEDED SURVEY CONTROL
 AR0482
 AR0482  NGVD 29 (??/??/92)   48.46   (m)          159.0    (f) COMPUTED    2 0
 AR0482
 AR0482.Superseded values are not recommended for survey control.
 AR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0482.See file dsdata.txt to determine how the superseded data were derived.
 AR0482
 AR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN692809(NAD 83)
 AR0482_MARKER: DD = SURVEY DISK
 AR0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0482_STAMPING: A 2
 AR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0482+STABILITY: SURFACE MOTION
 AR0482
 AR0482  HISTORY     - Date     Condition        Report By
 AR0482  HISTORY     - UNK      MONUMENTED       FLGS
 AR0482  HISTORY     - 1974     GOOD             FLDT
 AR0482  HISTORY     - 20010227 GOOD             INDIV
 AR0482  HISTORY     - 20010319 GOOD             INDIV
 AR0482
 AR0482                          STATION DESCRIPTION
 AR0482
 AR0482'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 AR0482'0.7 MI W FROM GAINESVILLE.
 AR0482'FROM THE INTERSECTION OF STATE ROAD 26 AND U.S. ROUTE 441 IN
 AR0482'GAINESVILLE, PROCEED WEST ALONG STATE ROAD 26 FOR ABOUT 0.70
 AR0482'MILE AND BENCH MARK, WHICH IS SET IN THE TOP OF A RECTANGULAR
 AR0482'CONCRETE MONUMENT 4 INCHES ABOVE GROUND.  IT IS 42.8 FEET SOUTH
 AR0482'OF THE CENTERLINE OF WEST UNIVERSITY AVENUE (STATE ROAD 26),
 AR0482'78.2 FEET EAST OF THE CENTERLINE OF THE DRIVE TO ROTC FIELD,
 AR0482'83.2 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF STATE
 AR0482'ROAD 26 AND NW 20TH STREET, AND 2.8 FEET SOUTH OF THE SOUTH
 AR0482'EDGE OF THE SOUTH CONCRETE SIDEWALK.  SECTION 6, T10S, R20E.
 AR0482
 AR0482                          STATION RECOVERY (2001)
 AR0482
 AR0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LMJ)
 AR0482'RECOVERED IN GOOD CONDITION.
 AR0482
 AR0482                          STATION RECOVERY (2001)
 AR0482
 AR0482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DSP)
 AR0482'THE BENCH MARK IS IN PERFECT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0330 ***********************************************************************
 AR0330  DESIGNATION -  A 2
 AR0330  PID         -  AR0330
 AR0330  STATE/COUNTY-  FL/ALACHUA
 AR0330  USGS QUAD   -  WALDO (1991)
 AR0330
 AR0330                         *CURRENT SURVEY CONTROL
 AR0330  ___________________________________________________________________
 AR0330* NAD 83(1986)-  29 49 44.     (N)    082 09 02.     (W)     SCALED    
 AR0330* NAVD 88     -        42.928  (meters)     140.84   (feet)  ADJUSTED  
 AR0330  ___________________________________________________________________
 AR0330  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR0330  DYNAMIC HT  -          42.871 (meters)     140.65  (feet)  COMP
 AR0330  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 AR0330
 AR0330  VERT ORDER  -  FIRST     CLASS II
 AR0330
 AR0330.The horizontal coordinates were scaled from a topographic map and have
 AR0330.an estimated accuracy of +/- 6 seconds.
 AR0330
 AR0330.The orthometric height was determined by differential leveling
 AR0330.and adjusted by the National Geodetic Survey in June 1991..
 AR0330
 AR0330.The geoid height was determined by GEOID03.
 AR0330
 AR0330.The dynamic height is computed by dividing the NAVD 88
 AR0330.geopotential number by the normal gravity value computed on the
 AR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0330.degrees latitude (g = 980.6199 gals.).
 AR0330
 AR0330.The modeled gravity was interpolated from observed gravity values.
 AR0330
 AR0330;                    North         East    Units  Estimated Accuracy
 AR0330;SPC FL N     -    94,220.      827,050.      MT  (+/- 180 meters Scaled)
 AR0330
 AR0330                          SUPERSEDED SURVEY CONTROL
 AR0330
 AR0330  NGVD 29 (??/??/92)   43.18   (m)          141.7    (f) COMPUTED    1 2
 AR0330
 AR0330.Superseded values are not recommended for survey control.
 AR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0330.See file dsdata.txt to determine how the superseded data were derived.
 AR0330
 AR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP888003(NAD 83)
 AR0330_MARKER: DB = BENCH MARK DISK
 AR0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0330_STAMPING: 141.945 A 2
 AR0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0330+STABILITY: SURFACE MOTION
 AR0330
 AR0330  HISTORY     - Date     Condition        Report By
 AR0330  HISTORY     - UNK      MONUMENTED       CGS
 AR0330  HISTORY     - 1954     GOOD             NGS
 AR0330  HISTORY     - 1973     GOOD             NGS
 AR0330
 AR0330                          STATION DESCRIPTION
 AR0330
 AR0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0330'2.8 MI N FROM WALDO.
 AR0330'ABOUT 2.85 MILES NORTHEAST AND NORTH ALONG THE SEABOARD AIRLINE
 AR0330'RAILWAY FROM THE STATION AT WALDO, ABOUT 2.65 MILES SOUTH OF
 AR0330'THE STATION AT HAMPTON, ABOUT 0.35 MILE SOUTH OF A TRESTLE
 AR0330'ACROSS SANTA FE RIVER AND THE ALACHUA-BRADFORD COUNTY LINE,
 AR0330'ABOUT 0.2 MILE SOUTH OF MILE POST 687, 63.4 FEET WEST OF WEST
 AR0330'RAIL OF TRACK, 69 1/2 FEET NORTHWEST OF CENTER OF A WOODS ROAD
 AR0330'CROSSING, 52 FEET SOUTH OF TELEPHONE POLE NO. 1558 E 30 AND IN
 AR0330'LINE WITH ROW OF POLES, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 AR0330'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AR0330
 AR0330                          STATION RECOVERY (1973)
 AR0330
 AR0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AR0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6896 ***********************************************************************
 AK6896  DESIGNATION -  A 2
 AK6896  PID         -  AK6896
 AK6896  STATE/COUNTY-  FL/BREVARD
 AK6896  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK6896
 AK6896                         *CURRENT SURVEY CONTROL
 AK6896  ___________________________________________________________________
 AK6896* NAD 83(1986)-  28 27 00.     (N)    080 33 05.     (W)     SCALED    
 AK6896* NAVD 88     -         2.162  (meters)       7.09   (feet)  ADJUSTED  
 AK6896  ___________________________________________________________________
 AK6896  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK6896  DYNAMIC HT  -           2.159 (meters)       7.08  (feet)  COMP
 AK6896  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AK6896
 AK6896  VERT ORDER  -  FIRST     CLASS I
 AK6896
 AK6896.The horizontal coordinates were scaled from a topographic map and have
 AK6896.an estimated accuracy of +/- 6 seconds.
 AK6896
 AK6896.The orthometric height was determined by differential leveling
 AK6896.and adjusted by the National Geodetic Survey in June 1991..
 AK6896
 AK6896.The geoid height was determined by GEOID03.
 AK6896
 AK6896.The dynamic height is computed by dividing the NAVD 88
 AK6896.geopotential number by the normal gravity value computed on the
 AK6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6896.degrees latitude (g = 980.6199 gals.).
 AK6896
 AK6896.The modeled gravity was interpolated from observed gravity values.
 AK6896
 AK6896;                    North         East    Units  Estimated Accuracy
 AK6896;SPC FL E     -   456,160.      243,940.      MT  (+/- 180 meters Scaled)
 AK6896
 AK6896                          SUPERSEDED SURVEY CONTROL
 AK6896
 AK6896  NGVD 29 (09/01/92)    2.531  (m)            8.30   (f) ADJUSTED    1 1
 AK6896
 AK6896.Superseded values are not recommended for survey control.
 AK6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6896.See file dsdata.txt to determine how the superseded data were derived.
 AK6896
 AK6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM439471(NAD 83)
 AK6896_MARKER: DD = SURVEY DISK
 AK6896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK6896_SP_SET: MANHOLE
 AK6896_STAMPING: BM A 2 1976
 AK6896_MARK LOGO: DMA   
 AK6896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6896+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 AK6896
 AK6896  HISTORY     - Date     Condition        Report By
 AK6896  HISTORY     - 1976     MONUMENTED       DMA
 AK6896  HISTORY     - 19900606 GOOD             NGS
 AK6896
 AK6896                          STATION DESCRIPTION
 AK6896
 AK6896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AK6896'0.1 KM (0.1 MI) NORTHEASTERLY ALONG PIER ROAD FROM THE JUNCTION OF
 AK6896'LIGHTHOUSE ROAD IN CAPE CANAVERAL AIR FORCE STATION, IN THE NORTHWEST
 AK6896'SIDE OF A CONCRETE MANHOLE, 7.1 M (23.3 FT) NORTHWEST OF THE
 AK6896'CENTERLINE OF THE ROAD, 5.5 M (18.0 FT) SOUTHEAST OF A WITNESS POST,
 AK6896'AND 0.1 M (0.3 FT) NORTHWEST OF THE NORTHWEST SIDE OF THE MANHOLE
 AK6896'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2392 ***********************************************************************
 AC2392  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2392  DESIGNATION -  A 2 DWC
 AC2392  PID         -  AC2392
 AC2392  STATE/COUNTY-  FL/MIAMI-DADE
 AC2392  USGS QUAD   -  
 AC2392
 AC2392                         *CURRENT SURVEY CONTROL
 AC2392  ___________________________________________________________________
 AC2392* NAD 83(1986)-  25 55 45.     (N)    080 07 17.     (W)     SCALED    
 AC2392* NAVD 88     -         1.554  (meters)       5.10   (feet)  ADJUSTED  
 AC2392  ___________________________________________________________________
 AC2392  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AC2392  DYNAMIC HT  -           1.551 (meters)       5.09  (feet)  COMP
 AC2392  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 AC2392
 AC2392  VERT ORDER  -  SECOND    CLASS 0
 AC2392
 AC2392.The horizontal coordinates were scaled from a topographic map and have
 AC2392.an estimated accuracy of +/- 6 seconds.
 AC2392
 AC2392.The orthometric height was determined by differential leveling
 AC2392.and adjusted by the National Geodetic Survey in June 1991..
 AC2392.WARNING-Repeat measurements at this control monument indicate possible
 AC2392.vertical movement.
 AC2392
 AC2392.This Tidal Bench Mark is designated as VM 5756
 AC2392.by the Center for Operational Oceanographic Products and Services.
 AC2392
 AC2392.The geoid height was determined by GEOID03.
 AC2392
 AC2392.The dynamic height is computed by dividing the NAVD 88
 AC2392.geopotential number by the normal gravity value computed on the
 AC2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2392.degrees latitude (g = 980.6199 gals.).
 AC2392
 AC2392.The modeled gravity was interpolated from observed gravity values.
 AC2392
 AC2392;                    North         East    Units  Estimated Accuracy
 AC2392;SPC FL E     -   177,060.      288,010.      MT  (+/- 180 meters Scaled)
 AC2392
 AC2392                          SUPERSEDED SURVEY CONTROL
 AC2392
 AC2392  NGVD 29 (09/01/92)    2.054  (m)            6.74   (f) ADJUSTED    2 0
 AC2392
 AC2392.Superseded values are not recommended for survey control.
 AC2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2392.See file dsdata.txt to determine how the superseded data were derived.
 AC2392
 AC2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ879681(NAD 83)
 AC2392_MARKER: Z = SEE DESCRIPTION
 AC2392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2392_SP_SET: CATCH BASIN
 AC2392_STAMPING: BM A 2
 AC2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2392
 AC2392  HISTORY     - Date     Condition        Report By
 AC2392  HISTORY     - UNK      MONUMENTED       FL-025
 AC2392  HISTORY     - 1970     GOOD             NGS
 AC2392  HISTORY     - 1971     GOOD             NGS
 AC2392  HISTORY     - 1973     GOOD             NGS
 AC2392  HISTORY     - 1981     GOOD             FLDNR
 AC2392
 AC2392                          STATION DESCRIPTION
 AC2392
 AC2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2392'AT SUNNY ISLES.
 AC2392'AT SUNNY ISLES, AT THE SOUTHEAST CORNER OF THE JUNCTION OF STATE
 AC2392'HIGHWAY A 1 A (COLLINS AVENUE) AND STATE HIGHWAY 826 (SUNNY
 AC2392'ISLE ROAD), SET ON THE TOP OF THE NORTHWEST CORNER OF A CATCH
 AC2392'BASIN WHICH IS 4 FEET SQUARE AND 4 1/2 FEET DEEP, 43 FEET SOUTH
 AC2392'OF THE SOUTH CURB OF STATE HIGHWAY 826, 0.7 FOOT EAST OF THE
 AC2392'EAST CURB OF STATE HIGHWAY A 1 A, 3 FEET NORTHWEST OF THE CENTER
 AC2392'OF A MANHOLE COVER AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAYS.
 AC2392
 AC2392                          STATION RECOVERY (1971)
 AC2392
 AC2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AC2392'RECOVERED IN GOOD CONDITION.
 AC2392
 AC2392                          STATION RECOVERY (1973)
 AC2392
 AC2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2392'RECOVERED IN GOOD CONDITION.
 AC2392
 AC2392                          STATION RECOVERY (1981)
 AC2392
 AC2392'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AC2392'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 250801,
 AC2392'LINE 105, PAGE 9, FEB 1972, AND AS DESCRIBED IN NOS TIDAL DATA,
 AC2392'QUAD 250801 IS ADEQUATE EXCEPT WITH THE CORRECTION NOTED IN
 AC2392'THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1406 ***********************************************************************
 AR1406  DESIGNATION -  A 2 FLDNR
 AR1406  PID         -  AR1406
 AR1406  STATE/COUNTY-  FL/DIXIE
 AR1406  USGS QUAD   -  FANNING SPRINGS (1988)
 AR1406
 AR1406                         *CURRENT SURVEY CONTROL
 AR1406  ___________________________________________________________________
 AR1406* NAD 83(1986)-  29 34 48.     (N)    082 58 51.     (W)     SCALED    
 AR1406* NAVD 88     -         7.330  (meters)      24.05   (feet)  ADJUSTED  
 AR1406  ___________________________________________________________________
 AR1406  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AR1406  DYNAMIC HT  -           7.319 (meters)      24.01  (feet)  COMP
 AR1406  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AR1406
 AR1406  VERT ORDER  -  SECOND    CLASS I
 AR1406
 AR1406.The horizontal coordinates were scaled from a topographic map and have
 AR1406.an estimated accuracy of +/- 6 seconds.
 AR1406
 AR1406.The orthometric height was determined by differential leveling
 AR1406.and adjusted by the National Geodetic Survey in June 1991..
 AR1406
 AR1406.The geoid height was determined by GEOID03.
 AR1406
 AR1406.The dynamic height is computed by dividing the NAVD 88
 AR1406.geopotential number by the normal gravity value computed on the
 AR1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1406.degrees latitude (g = 980.6199 gals.).
 AR1406
 AR1406.The modeled gravity was interpolated from observed gravity values.
 AR1406
 AR1406;                    North         East    Units  Estimated Accuracy
 AR1406;SPC FL N     -    65,270.      747,190.      MT  (+/- 180 meters Scaled)
 AR1406
 AR1406                          SUPERSEDED SURVEY CONTROL
 AR1406
 AR1406.No superseded survey control is available for this station.
 AR1406
 AR1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN081738(NAD 83)
 AR1406_MARKER: DB = BENCH MARK DISK
 AR1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1406_SP_SET: CONCRETE POST
 AR1406_STAMPING: DNR A2
 AR1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1406+STABILITY: SURFACE MOTION
 AR1406
 AR1406  HISTORY     - Date     Condition        Report By
 AR1406  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1406  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1406
 AR1406                          STATION DESCRIPTION
 AR1406
 AR1406'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1406'1.6 MI SW FROM OLD TOWN.
 AR1406'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1406'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT 1.6
 AR1406'MILES.
 AR1406'46.8 FEET EAST OF CENTERLINE OF SR349 ABOUT 48 FEET S38W FROM A 20
 AR1406'INCH LIVE OAK TREE.
 AR1406'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1406'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1406
 AR1406                          STATION RECOVERY (1994)
 AR1406
 AR1406'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0692 ***********************************************************************
 AQ0692  DESIGNATION -  A 20
 AQ0692  PID         -  AQ0692
 AQ0692  STATE/COUNTY-  FL/MARION
 AQ0692  USGS QUAD   -  LAKE KERR (1994)
 AQ0692
 AQ0692                         *CURRENT SURVEY CONTROL
 AQ0692  ___________________________________________________________________
 AQ0692* NAD 83(1986)-  29 18 01.     (N)    081 50 48.     (W)     SCALED    
 AQ0692* NAVD 88     -        32.058  (meters)     105.18   (feet)  ADJUSTED  
 AQ0692  ___________________________________________________________________
 AQ0692  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AQ0692  DYNAMIC HT  -          32.013 (meters)     105.03  (feet)  COMP
 AQ0692  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 AQ0692
 AQ0692  VERT ORDER  -  FIRST     CLASS II
 AQ0692
 AQ0692.The horizontal coordinates were scaled from a topographic map and have
 AQ0692.an estimated accuracy of +/- 6 seconds.
 AQ0692
 AQ0692.The orthometric height was determined by differential leveling
 AQ0692.and adjusted by the National Geodetic Survey in June 1991..
 AQ0692
 AQ0692.The geoid height was determined by GEOID03.
 AQ0692
 AQ0692.The dynamic height is computed by dividing the NAVD 88
 AQ0692.geopotential number by the normal gravity value computed on the
 AQ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0692.degrees latitude (g = 980.6199 gals.).
 AQ0692
 AQ0692.The modeled gravity was interpolated from observed gravity values.
 AQ0692
 AQ0692;                    North         East    Units  Estimated Accuracy
 AQ0692;SPC FL W     -   550,320.      214,900.      MT  (+/- 180 meters Scaled)
 AQ0692
 AQ0692                          SUPERSEDED SURVEY CONTROL
 AQ0692
 AQ0692  NGVD 29 (??/??/92)   32.353  (m)          106.14   (f) ADJ UNCH    1 2
 AQ0692
 AQ0692.Superseded values are not recommended for survey control.
 AQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0692.See file dsdata.txt to determine how the superseded data were derived.
 AQ0692
 AQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN177415(NAD 83)
 AQ0692_MARKER: DB = BENCH MARK DISK
 AQ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0692_STAMPING: A-20 1933
 AQ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0692+STABILITY: SURFACE MOTION
 AQ0692
 AQ0692  HISTORY     - Date     Condition        Report By
 AQ0692  HISTORY     - 1933     MONUMENTED       CGS
 AQ0692  HISTORY     - 1969     MARK NOT FOUND   USGS
 AQ0692
 AQ0692                          STATION DESCRIPTION
 AQ0692
 AQ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AQ0692'5.8 MI NE FROM SILVER SPRINGS.
 AQ0692'ON MAIN ROAD FROM LAKE KERR TO OCALA, ABOUT ONE MILE NORTHEAST
 AQ0692'OF PAVED SALT SPRINGS HIGHWAY, 7.8 MILES S.W. OF LAKE KERR, AT
 AQ0692'INTERSECTION OF DIRT ROAD FROM NORTHWEST, 66 FEET AND 45 FEET
 AQ0692'RESPECTIVELY NORTH OF ROAD SIGNS, HIGHWAY 1, LAKE KERR ROAD,
 AQ0692'RIVER ROAD, AND EUREKA 9, VA. HUNT CLUB 1, 33 FEET N 23 DEG E OF
 AQ0692'CENTER LINE OF BRANCH ROAD, AND 21 FEET N 67 DEG W OF CENTER LINE
 AQ0692'OF LAKE KERR ROAD.
 AQ0692
 AQ0692                          STATION RECOVERY (1969)
 AQ0692
 AQ0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AQ0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6351 ***********************************************************************
 AF6351  DESIGNATION -  A 200
 AF6351  PID         -  AF6351
 AF6351  STATE/COUNTY-  FL/INDIAN RIVER
 AF6351  USGS QUAD   -  FELLSMERE (1992)
 AF6351
 AF6351                         *CURRENT SURVEY CONTROL
 AF6351  ___________________________________________________________________
 AF6351* NAD 83(1986)-  27 46 02.     (N)    080 30 37.     (W)     SCALED    
 AF6351* NAVD 88     -         5.275  (meters)      17.31   (feet)  ADJUSTED  
 AF6351  ___________________________________________________________________
 AF6351  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF6351  DYNAMIC HT  -           5.267 (meters)      17.28  (feet)  COMP
 AF6351  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 AF6351
 AF6351  VERT ORDER  -  FIRST     CLASS II
 AF6351
 AF6351.The horizontal coordinates were scaled from a topographic map and have
 AF6351.an estimated accuracy of +/- 6 seconds.
 AF6351
 AF6351.The orthometric height was determined by differential leveling
 AF6351.and adjusted by the National Geodetic Survey in June 1991..
 AF6351
 AF6351.The geoid height was determined by GEOID03.
 AF6351
 AF6351.The dynamic height is computed by dividing the NAVD 88
 AF6351.geopotential number by the normal gravity value computed on the
 AF6351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6351.degrees latitude (g = 980.6199 gals.).
 AF6351
 AF6351.The modeled gravity was interpolated from observed gravity values.
 AF6351
 AF6351;                    North         East    Units  Estimated Accuracy
 AF6351;SPC FL E     -   380,510.      248,270.      MT  (+/- 180 meters Scaled)
 AF6351
 AF6351                          SUPERSEDED SURVEY CONTROL
 AF6351
 AF6351  NGVD 29 (??/??/92)    5.718  (m)           18.76   (f) ADJ UNCH    1 2
 AF6351
 AF6351.Superseded values are not recommended for survey control.
 AF6351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6351.See file dsdata.txt to determine how the superseded data were derived.
 AF6351
 AF6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL482715(NAD 83)
 AF6351_MARKER: DB = BENCH MARK DISK
 AF6351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6351_STAMPING: A 200 1960
 AF6351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6351+STABILITY: SURFACE MOTION
 AF6351
 AF6351  HISTORY     - Date     Condition        Report By
 AF6351  HISTORY     - 1960     MONUMENTED       CGS
 AF6351  HISTORY     - 19871202 GOOD             USPSQD
 AF6351  HISTORY     - 19890401 MARK NOT FOUND   USPSQD
 AF6351  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6351
 AF6351                          STATION DESCRIPTION
 AF6351
 AF6351'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF6351'4.5 MI SW FROM SEBASTIAN.
 AF6351'0.6 MILE SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF6351'STATION AT SEBASTIAN, THENCE ABOUT 3.9 MILES SOUTHWEST ALONG
 AF6351'STATE HIGHWAY 512, 0.35 MILE WEST OF A 100-FOOT BRIDGE OVER THE
 AF6351'SOUTH PRONG OF SEBASTIAN CREEK, AT THE JUNCTION OF A BLACK TOP
 AF6351'ROAD LEADING SOUTH, 62 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 AF6351'170 FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION OF ROAD
 AF6351'LEADING SOUTH, 62 FEET EAST OF THE CENTER LINE OF A DIM ROAD
 AF6351'LEADING NORTH, 2 FEET EAST OF THE FIRST TELEPHONE POLE EAST OF
 AF6351'THE JUNCTION, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL
 AF6351'WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 AF6351'4 INCHES.
 AF6351
 AF6351                          STATION RECOVERY (1987)
 AF6351
 AF6351'RECOVERY NOTE BY US POWER SQUADRON 1987 (GGR)
 AF6351'RECOVERED IN GOOD CONDITION.
 AF6351
 AF6351                          STATION RECOVERY (1989)
 AF6351
 AF6351'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6351'MARK NOT FOUND.
 AF6351
 AF6351                          STATION RECOVERY (1994)
 AF6351
 AF6351'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3309 ***********************************************************************
 AF3309  DESIGNATION -  A 201
 AF3309  PID         -  AF3309
 AF3309  STATE/COUNTY-  FL/ST LUCIE
 AF3309  USGS QUAD   -  INDRIO (1983)
 AF3309
 AF3309                         *CURRENT SURVEY CONTROL
 AF3309  ___________________________________________________________________
 AF3309* NAD 83(1986)-  27 31 13.     (N)    080 22 06.     (W)     SCALED    
 AF3309* NAVD 88     -         6.135  (meters)      20.13   (feet)  ADJUSTED  
 AF3309  ___________________________________________________________________
 AF3309  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AF3309  DYNAMIC HT  -           6.126 (meters)      20.10  (feet)  COMP
 AF3309  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 AF3309
 AF3309  VERT ORDER  -  FIRST     CLASS II
 AF3309
 AF3309.The horizontal coordinates were scaled from a topographic map and have
 AF3309.an estimated accuracy of +/- 6 seconds.
 AF3309
 AF3309.The orthometric height was determined by differential leveling
 AF3309.and adjusted by the National Geodetic Survey in June 1991..
 AF3309
 AF3309.The geoid height was determined by GEOID03.
 AF3309
 AF3309.The dynamic height is computed by dividing the NAVD 88
 AF3309.geopotential number by the normal gravity value computed on the
 AF3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3309.degrees latitude (g = 980.6199 gals.).
 AF3309
 AF3309.The modeled gravity was interpolated from observed gravity values.
 AF3309
 AF3309;                    North         East    Units  Estimated Accuracy
 AF3309;SPC FL E     -   353,210.      262,400.      MT  (+/- 180 meters Scaled)
 AF3309
 AF3309                          SUPERSEDED SURVEY CONTROL
 AF3309
 AF3309  NGVD 29 (??/??/92)    6.596  (m)           21.64   (f) ADJ UNCH    1 2
 AF3309
 AF3309.Superseded values are not recommended for survey control.
 AF3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3309.See file dsdata.txt to determine how the superseded data were derived.
 AF3309
 AF3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL623442(NAD 83)
 AF3309_MARKER: DB = BENCH MARK DISK
 AF3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3309_STAMPING: A 201 1960
 AF3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3309+STABILITY: SURFACE MOTION
 AF3309
 AF3309  HISTORY     - Date     Condition        Report By
 AF3309  HISTORY     - 1960     MONUMENTED       CGS
 AF3309  HISTORY     - 1972     GOOD             NGS
 AF3309  HISTORY     - 198806   MARK NOT FOUND   USPSQD
 AF3309  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3309
 AF3309                          STATION DESCRIPTION
 AF3309
 AF3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF3309'6.9 MI NW FROM FORT PIERCE.
 AF3309'5.95 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF3309'STATION AT FORT PIERCE, THENCE ABOUT 0.95 MILE WEST ALONG INDRIO
 AF3309'ROAD, 0.8 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 1 AT THE
 AF3309'SMALL COMMUNITY OF INDRIO, 46 1/2 FEET SOUTH OF THE CENTER LINE
 AF3309'OF ROAD, 8 FEET EAST OF A POWER LINE POLE WHERE THE POWER LINE
 AF3309'TURNS SOUTH AWAY FROM THE ROAD AND IS IN LINE WITH THE POLES TO
 AF3309'THE WEST, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 AF3309'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AF3309
 AF3309                          STATION RECOVERY (1972)
 AF3309
 AF3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3309'RECOVERED IN GOOD CONDITION.
 AF3309
 AF3309                          STATION RECOVERY (1988)
 AF3309
 AF3309'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3309'MARK NOT FOUND.
 AF3309
 AF3309                          STATION RECOVERY (1989)
 AF3309
 AF3309'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1811 ***********************************************************************
 AR1811  DESIGNATION -  A 201
 AR1811  PID         -  AR1811
 AR1811  STATE/COUNTY-  FL/ALACHUA
 AR1811  USGS QUAD   -  HIGH SPRINGS (1993)
 AR1811
 AR1811                         *CURRENT SURVEY CONTROL
 AR1811  ___________________________________________________________________
 AR1811* NAD 83(1999)-  29 47 08.09197(N)    082 33 36.36359(W)     ADJUSTED  
 AR1811* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 AR1811  ___________________________________________________________________
 AR1811  X           -     717,366.010 (meters)                     COMP
 AR1811  Y           -  -5,493,458.246 (meters)                     COMP
 AR1811  Z           -   3,149,765.568 (meters)                     COMP
 AR1811  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AR1811  ELLIP HEIGHT-          -3.78  (meters)          (06/12/02) GPS OBS
 AR1811  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1811
 AR1811  HORZ ORDER  -  SECOND
 AR1811  ELLP ORDER  -  FOURTH    CLASS I
 AR1811
 AR1811.The horizontal coordinates were established by GPS observations
 AR1811.and adjusted by the National Geodetic Survey in June 2002..
 AR1811
 AR1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1811
 AR1811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1811
 AR1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1811
 AR1811.The ellipsoidal height was determined by GPS observations
 AR1811.and is referenced to NAD 83.
 AR1811
 AR1811.The geoid height was determined by GEOID03.
 AR1811
 AR1811;                    North         East     Units Scale Factor Converg.
 AR1811;SPC FL N     -    88,675.323   787,560.119   MT  0.99997048   +0 58 29.5
 AR1811;SPC FL N     -   290,928.96  2,583,853.49   sFT  0.99997048   +0 58 29.5
 AR1811;UTM  17      - 3,296,046.417   349,199.945   MT  0.99988058   -0 46 30.5
 AR1811
 AR1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1811!SPC FL N     -   1.00000059  x   0.99997048  =   0.99997107
 AR1811!UTM  17      -   1.00000059  x   0.99988058  =   0.99988117
 AR1811
 AR1811                          SUPERSEDED SURVEY CONTROL
 AR1811
 AR1811  NAD 83(1990)-  29 47 08.09040(N)    082 33 36.36270(W) AD(       ) 2
 AR1811  ELLIP H (05/01/91)   -3.71   (m)                       GP(       ) 4 1
 AR1811  NAD 83(1986)-  29 47 08.09929(N)    082 33 36.36601(W) AD(       ) 2
 AR1811  NGVD 29 (11/17/89)   24.6    (m)           81.     (f) GPS OBS        
 AR1811
 AR1811.Superseded values are not recommended for survey control.
 AR1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1811.See file dsdata.txt to determine how the superseded data were derived.
 AR1811
 AR1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4920096046(NAD 83)
 AR1811_MARKER: DD = SURVEY DISK
 AR1811_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1811_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1811_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1811+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1811
 AR1811  HISTORY     - Date     Condition        Report By
 AR1811  HISTORY     - 1988     MONUMENTED       PMC
 AR1811
 AR1811                          STATION DESCRIPTION
 AR1811
 AR1811'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1811'THE STATION IS LOCATED ABOUT 26 KM (16.2 MI)
 AR1811'NORTHWEST OF GAINESVILLE.
 AR1811'OWNERSHIP--NW 13 R/W.
 AR1811'
 AR1811'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND I-75
 AR1811'IN ALACHUA, GO NORTHWEST FOR 4.5 KM (2.8 MI) ON 441 TO THE
 AR1811'INTERSECTION WITH ACR NW 13,
 AR1811'TURN LEFT AND GO SOUTH FOR 2.8 KM (1.75 MI) ON NW 13 TO THE STATION
 AR1811'ON THE LEFT IN THE FLAT DITCH OF THE ROAD.  THE STATION IS EAST
 AR1811'12.1 METERS (39.7 FT) OF A PK NAIL AND BRASS CAP STAMPED---P.C.P.
 AR1811'3456--- AT THE NORTHWEST CORNER OF SECTION 19, TOWNSHIP 8 SOUTH,
 AR1811'RANGE 18 EAST IN THE CENTER OF ACR NW 13, WEST 3.3 METERS (11 FT)
 AR1811'OF A FENCE CORNER POST, SOUTHEAST 29.6 METERS (97 FT) OF A POWER
 AR1811'POLE ON WEST SIDE OF ROAD, SOUTH 96.0 METERS (315 FT) OF THE CENTER
 AR1811'OF A LIMEROCK DRIVE RUNNING EAST FROM ACR NW 13, AND EAST
 AR1811'8.2 METERS (27 FT) OF ACR NW 13  PAVEMENT.
 AR1811'
 AR1811'THE STATION IS A STANDARD AC GIS DISK
 AR1811'STAMPED---STATION A201---,
 AR1811'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1811'3.08 METERS (10.10 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1811'3.29 METERS (10.59 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1811'3.46 METERS (11.36 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1811'3.26 METERS (10.68 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1811'FENCE CORNER,
 AR1811'0.3 METERS (1 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1811'
 AR1811'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1811'STAMPED---AZIMUTH A202---,
 AR1811'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1811'3.19 METERS (10.46 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1811'POWER POLE,
 AR1811'27.27 METERS (89.48 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1811'IN 12 IN CHERRY,
 AR1811'18.79 METERS (61.63 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1811'IN 20 IN OAK,
 AR1811'36.27 METERS (118.98 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1811'SET IN 12 IN SWEET GUM,
 AR1811'0.3 METERS (0.9 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1811'TO REACH THE AZIMUTH FROM THE STATION,
 AR1811'GO SOUTH FOR 0.8 KM (0.5 MI) ON NW 13 TO THE AZIMUTH IN  EAST DITCH
 AR1811'OF ACR NW 13 ON AN EASTERLY PROJECTION OF A FENCE LINE RUNNING WEST
 AR1811'FROM ROAD ALONG THE QUARTER-SECTION LINE OF SECTION 24,
 AR1811'TOWNSHIP 8 SOUTH, RANGE 17 EAST.  THE AZIMUTH MARK IS EAST
 AR1811'6.7 METERS (22 FT) OF ACR NW 13 PAVEMENT, WEST 4.9 METERS (16 FT)
 AR1811'OF A FENCE CORNER POST, WEST 3.0 METERS (10 FT) OF A POWER POLE,
 AR1811'AND NORTH 7.0 METERS (23 FT) OF A DRIVEWAY RUNNING EAST FROM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1812 ***********************************************************************
 AR1812  DESIGNATION -  A 203
 AR1812  PID         -  AR1812
 AR1812  STATE/COUNTY-  FL/ALACHUA
 AR1812  USGS QUAD   -  NEWBERRY (1993)
 AR1812
 AR1812                         *CURRENT SURVEY CONTROL
 AR1812  ___________________________________________________________________
 AR1812* NAD 83(1999)-  29 44 30.76559(N)    082 33 16.28184(W)     ADJUSTED  
 AR1812* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 AR1812  ___________________________________________________________________
 AR1812  X           -     718,212.672 (meters)                     COMP
 AR1812  Y           -  -5,495,774.484 (meters)                     COMP
 AR1812  Z           -   3,145,561.256 (meters)                     COMP
 AR1812  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AR1812  ELLIP HEIGHT-          -1.96  (meters)          (06/12/02) GPS OBS
 AR1812  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR1812
 AR1812  HORZ ORDER  -  SECOND
 AR1812  ELLP ORDER  -  FOURTH    CLASS I
 AR1812
 AR1812.The horizontal coordinates were established by GPS observations
 AR1812.and adjusted by the National Geodetic Survey in June 2002..
 AR1812
 AR1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1812
 AR1812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1812
 AR1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1812
 AR1812.The ellipsoidal height was determined by GPS observations
 AR1812.and is referenced to NAD 83.
 AR1812
 AR1812.The geoid height was determined by GEOID03.
 AR1812
 AR1812;                    North         East     Units Scale Factor Converg.
 AR1812;SPC FL N     -    83,841.074   788,182.057   MT  0.99997581   +0 58 39.5
 AR1812;SPC FL N     -   275,068.59  2,585,893.97   sFT  0.99997581   +0 58 39.5
 AR1812;UTM  17      - 3,291,195.886   349,673.962   MT  0.99987882   -0 46 16.8
 AR1812
 AR1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1812!SPC FL N     -   1.00000031  x   0.99997581  =   0.99997612
 AR1812!UTM  17      -   1.00000031  x   0.99987882  =   0.99987913
 AR1812
 AR1812                          SUPERSEDED SURVEY CONTROL
 AR1812
 AR1812  NAD 83(1990)-  29 44 30.76412(N)    082 33 16.28132(W) AD(       ) 2
 AR1812  ELLIP H (05/01/91)   -1.90   (m)                       GP(       ) 4 1
 AR1812  NAD 83(1986)-  29 44 30.77314(N)    082 33 16.28649(W) AD(       ) 2
 AR1812  NGVD 29 (11/17/89)   26.5    (m)           87.     (f) GPS OBS        
 AR1812
 AR1812.Superseded values are not recommended for survey control.
 AR1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1812.See file dsdata.txt to determine how the superseded data were derived.
 AR1812
 AR1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4967491196(NAD 83)
 AR1812_MARKER: DD = SURVEY DISK
 AR1812_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1812_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1812_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1812+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1812
 AR1812  HISTORY     - Date     Condition        Report By
 AR1812  HISTORY     - 1988     MONUMENTED       PMC
 AR1812
 AR1812                          STATION DESCRIPTION
 AR1812
 AR1812'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1812'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI)
 AR1812'WEST-NORTHWEST OF GAINESVILLE.
 AR1812'OWNERSHIP--ACR NW 30 R/W.
 AR1812'
 AR1812'TO REACH THE STATION FROM THE INTERSECTION OF ACR 235 AND ACR NW 30
 AR1812'BETWEEN ALACHUA AND NEWBERRY, FLORIDA, GO WEST FOR
 AR1812'1.4 KM (0.9 MI) ON NW 30 TO THE STATION ON THE LEFT IN GRASS
 AR1812'SHOULDER 1.7 METERS (5.5 FT) SOUTH OF E/P.  THE STATION IS
 AR1812'NORTHWEST 7.7 METERS (25.4 FT) OF A 10 IN LIVE OAK, AND APPROX.
 AR1812'243.8 METERS (800 FT) EAST OF ACR NW 13.
 AR1812'
 AR1812'THE STATION IS A STANDARD AC GIS DISK
 AR1812'STAMPED---STATION A203---,
 AR1812'SET INTO THE GROUND 21 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1812'13.70 METERS (44.96 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1812'SET,
 AR1812'6.21 METERS (20.38 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET,
 AR1812'14.90 METERS (48.87 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1812'IN 3 IN OAK,
 AR1812'8.11 METERS (26.61 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1812'IN TRIPLE 8 IN OAKS,
 AR1812'8.2 METERS (27 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1812'
 AR1812'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1812'STAMPED---AZIMUTH A204---,
 AR1812'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1812'0.70 METERS (2.31 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1812'POWER POLE,
 AR1812'11.26 METERS (36.93 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1812'IN POWER POLE,
 AR1812'25.58 METERS (83.91 FT) NORTH FROM A P.C.P. NO. 3456,
 AR1812'1.4 METERS (4.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1812'TO REACH THE AZIMUTH FROM THE STATION,
 AR1812'GO WEST FOR 896 METERS (2940 FT) ON ACR NW 30 TO THE AZIMUTH MARK.
 AR1812'THE AZIMUTH MARK IS NORTH 8.4 METERS (27.5 FT) OF THE PAVEMENT OF
 AR1812'ACR NW 30, AND SOUTH 0.6 METERS (2 FT) OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2497 ***********************************************************************
 AD2497  DESIGNATION -  A 204
 AD2497  PID         -  AD2497
 AD2497  STATE/COUNTY-  FL/BROWARD
 AD2497  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2497
 AD2497                         *CURRENT SURVEY CONTROL
 AD2497  ___________________________________________________________________
 AD2497* NAD 83(1986)-  26 04 16.     (N)    080 08 44.     (W)     SCALED    
 AD2497* NAVD 88     -         2.118  (meters)       6.95   (feet)  ADJUSTED  
 AD2497  ___________________________________________________________________
 AD2497  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AD2497  DYNAMIC HT  -           2.115 (meters)       6.94  (feet)  COMP
 AD2497  MODELED GRAV-     979,054.4   (mgal)                       NAVD 88
 AD2497
 AD2497  VERT ORDER  -  FIRST     CLASS I
 AD2497
 AD2497.This mark is at Ft Lauderdale (HLYWD) Airport (FLL)
 AD2497
 AD2497.The horizontal coordinates were scaled from a topographic map and have
 AD2497.an estimated accuracy of +/- 6 seconds.
 AD2497
 AD2497.The orthometric height was determined by differential leveling
 AD2497.and adjusted by the National Geodetic Survey in June 1991..
 AD2497
 AD2497.The geoid height was determined by GEOID03.
 AD2497
 AD2497.The dynamic height is computed by dividing the NAVD 88
 AD2497.geopotential number by the normal gravity value computed on the
 AD2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2497.degrees latitude (g = 980.6199 gals.).
 AD2497
 AD2497.The modeled gravity was interpolated from observed gravity values.
 AD2497
 AD2497;                    North         East    Units  Estimated Accuracy
 AD2497;SPC FL E     -   192,770.      285,490.      MT  (+/- 180 meters Scaled)
 AD2497
 AD2497                          SUPERSEDED SURVEY CONTROL
 AD2497
 AD2497  NGVD 29 (??/??/92)    2.609  (m)            8.56   (f) ADJ UNCH    1 1
 AD2497
 AD2497.Superseded values are not recommended for survey control.
 AD2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2497.See file dsdata.txt to determine how the superseded data were derived.
 AD2497
 AD2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ854838(NAD 83)
 AD2497_MARKER: DB = BENCH MARK DISK
 AD2497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2497_SP_SET: CONCRETE APRON
 AD2497_STAMPING: A 204 1962
 AD2497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2497
 AD2497  HISTORY     - Date     Condition        Report By
 AD2497  HISTORY     - 1962     MONUMENTED       CGS
 AD2497  HISTORY     - 1965     GOOD             NGS
 AD2497  HISTORY     - 1974     GOOD             NGS
 AD2497  HISTORY     - 1982     MARK NOT FOUND   USGS
 AD2497  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 AD2497  HISTORY     - 19960123 MARK NOT FOUND   USPSQD
 AD2497  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 AD2497
 AD2497                          STATION DESCRIPTION
 AD2497
 AD2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2497'2.2 MI S FROM FORT LAUDERDALE.
 AD2497'ABOUT 1.85 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2497'THE STATION AT FORT LAUDERDALE, THENCE 0.3 MILE WEST ALONG A BLACK
 AD2497'TOP ROAD, AT THE FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT,
 AD2497'NEAR GATE NO. 1, SET IN THE TOP OF THE CONCRETE APRON OF THE
 AD2497'PASSENGER LOADING AND UNLOADING TERMINAL, 50 FEET WEST OF THE
 AD2497'SOUTHWEST CORNER OF THE U.S. CUSTOMS BUILDING, NEAR THE SOUTH END
 AD2497'OF THE AIRPORT TERMINAL BUILDING, NEAR THE SOUTH END OF THE
 AD2497'AIRPORT TERMINAL BUILDING, 49 1/2 FEET NORTHWEST OF A FIRE HYDRANT,
 AD2497'19 FEET WEST OF THE EAST EDGE OF A CONCRETE APRON AND LEVEL WITH
 AD2497'THE APRON.
 AD2497
 AD2497                          STATION RECOVERY (1974)
 AD2497
 AD2497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2497'RECOVERED IN GOOD CONDITION.
 AD2497
 AD2497                          STATION RECOVERY (1982)
 AD2497
 AD2497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AD2497'MARK NOT FOUND.
 AD2497
 AD2497                          STATION RECOVERY (1994)
 AD2497
 AD2497'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2497'MARK NOT FOUND.
 AD2497
 AD2497                          STATION RECOVERY (1996)
 AD2497
 AD2497'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2497'MARK NOT FOUND.
 AD2497
 AD2497                          STATION RECOVERY (1998)
 AD2497
 AD2497'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2571 ***********************************************************************
 AK2571  DESIGNATION -  A 205
 AK2571  PID         -  AK2571
 AK2571  STATE/COUNTY-  FL/BREVARD
 AK2571  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2571
 AK2571                         *CURRENT SURVEY CONTROL
 AK2571  ___________________________________________________________________
 AK2571* NAD 83(1986)-  28 25 31.     (N)    080 35 59.     (W)     SCALED    
 AK2571* NAVD 88     -         3.640  (meters)      11.94   (feet)  ADJUSTED  
 AK2571  ___________________________________________________________________
 AK2571  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2571  DYNAMIC HT  -           3.635 (meters)      11.93  (feet)  COMP
 AK2571  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 AK2571
 AK2571  VERT ORDER  -  FIRST     CLASS II
 AK2571
 AK2571.The horizontal coordinates were scaled from a topographic map and have
 AK2571.an estimated accuracy of +/- 6 seconds.
 AK2571
 AK2571.The orthometric height was determined by differential leveling
 AK2571.and adjusted by the National Geodetic Survey in June 1991..
 AK2571
 AK2571.The geoid height was determined by GEOID03.
 AK2571
 AK2571.The dynamic height is computed by dividing the NAVD 88
 AK2571.geopotential number by the normal gravity value computed on the
 AK2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2571.degrees latitude (g = 980.6199 gals.).
 AK2571
 AK2571.The modeled gravity was interpolated from observed gravity values.
 AK2571
 AK2571;                    North         East    Units  Estimated Accuracy
 AK2571;SPC FL E     -   453,400.      239,210.      MT  (+/- 180 meters Scaled)
 AK2571
 AK2571                          SUPERSEDED SURVEY CONTROL
 AK2571
 AK2571  NGVD 29 (??/??/92)    4.017  (m)           13.18   (f) ADJ UNCH    1 2
 AK2571
 AK2571.Superseded values are not recommended for survey control.
 AK2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2571.See file dsdata.txt to determine how the superseded data were derived.
 AK2571
 AK2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM392443(NAD 83)
 AK2571_MARKER: DB = BENCH MARK DISK
 AK2571_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AK2571_SP_SET: 107.6 FEET
 AK2571_STAMPING: A 205 1963
 AK2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2571
 AK2571  HISTORY     - Date     Condition        Report By
 AK2571  HISTORY     - 1963     MONUMENTED       CGS
 AK2571  HISTORY     - 1976     GOOD             DOD
 AK2571
 AK2571                          STATION DESCRIPTION
 AK2571
 AK2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2571'4.9 MI S FROM CAPE CANAVERAL MISSILE BASE.
 AK2571'ABOUT 4.9 MILES SOUTH ALONG THE CAPE ROAD FROM THE CENTRAL
 AK2571'CONTROL BUILDING AT CAPE CANAVERAL MISSILE BASE, NEAR THE
 AK2571'NORTHWEST CORNER OF A SMALL CEMETERY, 86 FEET EAST OF THE
 AK2571'CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 167 FEET
 AK2571'WEST OF THE CENTER LINE OF THE NORTH BOUND LANE, 151 FEET
 AK2571'SOUTH OF POWER LINE POLE NO. E 11, 1.8 FEET SOUTHEAST OF THE
 AK2571'NORTHWEST CORNER OF THE FENCE AROUND THE CEMETERY, 47 FEET
 AK2571'NORTH OF THE NORTHWEST CORNER OF THE LOUGHBY WHIDDEN HEADSTONE,
 AK2571'ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A COPPER
 AK2571'COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 AK2571'GROUND AND PROTECTED BY A 3 INCH TILE WHICH PROJECTS 3 INCHES
 AK2571'ABOVE THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 107.6 FEET
 AK2571'TO REFUSAL.
 AK2571
 AK2571                          STATION RECOVERY (1976)
 AK2571
 AK2571'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 AK2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1813 ***********************************************************************
 AR1813  DESIGNATION -  A 205
 AR1813  PID         -  AR1813
 AR1813  STATE/COUNTY-  FL/ALACHUA
 AR1813  USGS QUAD   -  NEWBERRY (1993)
 AR1813
 AR1813                         *CURRENT SURVEY CONTROL
 AR1813  ___________________________________________________________________
 AR1813* NAD 83(1999)-  29 41 53.40908(N)    082 33 33.50647(W)     ADJUSTED  
 AR1813* NAVD 88     -        25.4    (meters)      83.     (feet)  VERTCON   
 AR1813  ___________________________________________________________________
 AR1813  X           -     718,064.681 (meters)                     COMP
 AR1813  Y           -  -5,498,215.379 (meters)                     COMP
 AR1813  Z           -   3,141,352.919 (meters)                     COMP
 AR1813  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AR1813  ELLIP HEIGHT-          -2.99  (meters)          (06/12/02) GPS OBS
 AR1813  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR1813
 AR1813  HORZ ORDER  -  SECOND
 AR1813  ELLP ORDER  -  FOURTH    CLASS I
 AR1813
 AR1813.The horizontal coordinates were established by GPS observations
 AR1813.and adjusted by the National Geodetic Survey in June 2002..
 AR1813
 AR1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1813
 AR1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1813
 AR1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1813
 AR1813.The ellipsoidal height was determined by GPS observations
 AR1813.and is referenced to NAD 83.
 AR1813
 AR1813.The geoid height was determined by GEOID03.
 AR1813
 AR1813;                    North         East     Units Scale Factor Converg.
 AR1813;SPC FL N     -    78,988.821   787,801.760   MT  0.99998172   +0 58 30.9
 AR1813;SPC FL N     -   259,149.16  2,584,646.27   sFT  0.99998172   +0 58 30.9
 AR1813;UTM  17      - 3,286,357.975   349,145.845   MT  0.99988079   -0 46 21.6
 AR1813
 AR1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1813!SPC FL N     -   1.00000047  x   0.99998172  =   0.99998219
 AR1813!UTM  17      -   1.00000047  x   0.99988079  =   0.99988126
 AR1813
 AR1813                          SUPERSEDED SURVEY CONTROL
 AR1813
 AR1813  NAD 83(1990)-  29 41 53.40780(N)    082 33 33.50610(W) AD(       ) 2
 AR1813  ELLIP H (05/01/91)   -2.95   (m)                       GP(       ) 4 1
 AR1813  NAD 83(1986)-  29 41 53.41552(N)    082 33 33.51149(W) AD(       ) 2
 AR1813  NGVD 29 (11/17/89)   25.7    (m)           84.     (f) GPS OBS        
 AR1813
 AR1813.Superseded values are not recommended for survey control.
 AR1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1813.See file dsdata.txt to determine how the superseded data were derived.
 AR1813
 AR1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4914686358(NAD 83)
 AR1813_MARKER: DD = SURVEY DISK
 AR1813_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1813_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1813_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1813+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1813
 AR1813  HISTORY     - Date     Condition        Report By
 AR1813  HISTORY     - 1988     MONUMENTED       PMC
 AR1813
 AR1813                          STATION DESCRIPTION
 AR1813
 AR1813'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1813'THE STATION IS LOCATED ABOUT 22.2 KM (13.8 MI)
 AR1813'WEST-NORTHWEST OF GAINESVILLE.
 AR1813'OWNERSHIP--ACR NW 36 R/W.
 AR1813'
 AR1813'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND AND ACR 235
 AR1813'IN NEWBERRY, GO NORTHEAST FOR 6.1 KM (3.8 MI) ON ACR 235 TO THE
 AR1813'INTERSECTION WITH ACR NW 36,
 AR1813'TURN RIGHT AND GO EAST FOR 0.6 KM (0.4 MI) ON ACR NW 36 TO THE
 AR1813'ENTRANCE ROAD TO GATORBACK MOTORCROSS RACETRACK ON THE RIGHT,
 AR1813'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 187.4 METERS (615 FT) ON
 AR1813'NW 36 TO THE STATION ON THE RIGHT.  THE STATION IS SOUTH
 AR1813'1.8 METERS (6 FT) OF THE PAVEMENT OF NW 36, NORTH 1.5 METERS (5 FT)
 AR1813'OF A - TRUCKS ENTERING HIGHWAY - SIGN, AND WEST
 AR1813'213.4 METERS (700 FT) OF THE INTERSECTION OF ACR NW 36 AND
 AR1813'ACR NW 13.
 AR1813'
 AR1813'THE STATION IS A STANDARD AC GIS DISK
 AR1813'STAMPED---STATION A205---,
 AR1813'SET INTO THE GROUND 48 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1813'7.32 METERS (24.03 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1813'POWER POLE,
 AR1813'5.30 METERS (17.40 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET,
 AR1813'23.51 METERS (77.12 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1813'SET,
 AR1813'21.23 METERS (69.66 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1813'SET,
 AR1813'1.2 METERS (4 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1813'
 AR1813'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1813'STAMPED---AZIMUTH A206---,
 AR1813'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1813'28.08 METERS (92.13 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1813'IN POWER POLE,
 AR1813'14.47 METERS (47.47 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1813'SET,
 AR1813'21.62 METERS (70.94 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1813'SET,
 AR1813'0.8 METERS (2.5 FT) SOUTHEAST FROM A CARSONITE WITNESS POST SET.
 AR1813'TO REACH THE AZIMUTH FROM THE STATION,
 AR1813'GO WEST FOR 876.3 METERS (2875 FT) ON THE PROJECTION OF CENTERLINE
 AR1813'ON NW 36.  THE AZIMUTH MARK IS NORTHWEST 10.7 METERS (35 FT) OF THE
 AR1813'PAVEMENT OF ACR 235, AND SOUTHEAST 16.15 METERS (53 FT) OF THE
 AR1813'CENTERLINE OF THE S.C.L. RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2803 ***********************************************************************
 AK2803  DESIGNATION -  A 206
 AK2803  PID         -  AK2803
 AK2803  STATE/COUNTY-  FL/BREVARD
 AK2803  USGS QUAD   -  COCOA BEACH (1976)
 AK2803
 AK2803                         *CURRENT SURVEY CONTROL
 AK2803  ___________________________________________________________________
 AK2803* NAD 83(1986)-  28 20 33.     (N)    080 36 35.     (W)     SCALED    
 AK2803* NAVD 88     -         1.260  (meters)       4.13   (feet)  ADJUSTED  
 AK2803  ___________________________________________________________________
 AK2803  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2803  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 AK2803  MODELED GRAV-     979,210.6   (mgal)                       NAVD 88
 AK2803
 AK2803  VERT ORDER  -  FIRST     CLASS II
 AK2803
 AK2803.The horizontal coordinates were scaled from a topographic map and have
 AK2803.an estimated accuracy of +/- 6 seconds.
 AK2803
 AK2803.The orthometric height was determined by differential leveling
 AK2803.and adjusted by the National Geodetic Survey in June 1991..
 AK2803
 AK2803.The geoid height was determined by GEOID03.
 AK2803
 AK2803.The dynamic height is computed by dividing the NAVD 88
 AK2803.geopotential number by the normal gravity value computed on the
 AK2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2803.degrees latitude (g = 980.6199 gals.).
 AK2803
 AK2803.The modeled gravity was interpolated from observed gravity values.
 AK2803
 AK2803;                    North         East    Units  Estimated Accuracy
 AK2803;SPC FL E     -   444,230.      238,260.      MT  (+/- 180 meters Scaled)
 AK2803
 AK2803                          SUPERSEDED SURVEY CONTROL
 AK2803
 AK2803  NGVD 29 (??/??/92)    1.693  (m)            5.55   (f) ADJ UNCH    1 2
 AK2803
 AK2803.Superseded values are not recommended for survey control.
 AK2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2803.See file dsdata.txt to determine how the superseded data were derived.
 AK2803
 AK2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM382352(NAD 83)
 AK2803_MARKER: DB = BENCH MARK DISK
 AK2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2803_STAMPING: A 206 1963
 AK2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2803+STABILITY: SURFACE MOTION
 AK2803
 AK2803  HISTORY     - Date     Condition        Report By
 AK2803  HISTORY     - 1963     MONUMENTED       CGS
 AK2803  HISTORY     - 1976     MARK NOT FOUND   USGS
 AK2803  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2803  HISTORY     - 19950110 MARK NOT FOUND   USPSQD
 AK2803
 AK2803                          STATION DESCRIPTION
 AK2803
 AK2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2803'1.7 MI N FROM COCOA BEACH.
 AK2803'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE CITY
 AK2803'AHLL AT COCOA BEACH, 160 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY
 AK2803'FROM THE HOWARD JOHNSON RESTAURANT AND MOTEL, 48 FEET WEST OF THE
 AK2803'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A POWER LINE BRACE
 AK2803'POLE WITH A GUY WIRE, 101.5 FEET SOUTH OF A CONCRETE LIGHT POLE,
 AK2803'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AK2803'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK2803
 AK2803                          STATION RECOVERY (1976)
 AK2803
 AK2803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AK2803'MARK NOT FOUND.
 AK2803
 AK2803                          STATION RECOVERY (1990)
 AK2803
 AK2803'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2803'MARK NOT FOUND.
 AK2803
 AK2803                          STATION RECOVERY (1995)
 AK2803
 AK2803'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2199 ***********************************************************************
 AK2199  DESIGNATION -  A 207
 AK2199  PID         -  AK2199
 AK2199  STATE/COUNTY-  FL/BREVARD
 AK2199  USGS QUAD   -  COURTENAY (1976)
 AK2199
 AK2199                         *CURRENT SURVEY CONTROL
 AK2199  ___________________________________________________________________
 AK2199* NAD 83(1986)-  28 22 57.     (N)    080 42 09.     (W)     SCALED    
 AK2199* NAVD 88     -         2.860  (meters)       9.38   (feet)  ADJUSTED  
 AK2199  ___________________________________________________________________
 AK2199  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK2199  DYNAMIC HT  -           2.856 (meters)       9.37  (feet)  COMP
 AK2199  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 AK2199
 AK2199  VERT ORDER  -  FIRST     CLASS II
 AK2199
 AK2199.The horizontal coordinates were scaled from a topographic map and have
 AK2199.an estimated accuracy of +/- 6 seconds.
 AK2199
 AK2199.The orthometric height was determined by differential leveling
 AK2199.and adjusted by the National Geodetic Survey in June 1991..
 AK2199
 AK2199.The geoid height was determined by GEOID03.
 AK2199
 AK2199.The dynamic height is computed by dividing the NAVD 88
 AK2199.geopotential number by the normal gravity value computed on the
 AK2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2199.degrees latitude (g = 980.6199 gals.).
 AK2199
 AK2199.The modeled gravity was interpolated from observed gravity values.
 AK2199
 AK2199;                    North         East    Units  Estimated Accuracy
 AK2199;SPC FL E     -   448,630.      229,160.      MT  (+/- 180 meters Scaled)
 AK2199
 AK2199                          SUPERSEDED SURVEY CONTROL
 AK2199
 AK2199  NGVD 29 (??/??/92)    3.276  (m)           10.75   (f) ADJ UNCH    1 2
 AK2199
 AK2199.Superseded values are not recommended for survey control.
 AK2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2199.See file dsdata.txt to determine how the superseded data were derived.
 AK2199
 AK2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM291396(NAD 83)
 AK2199_MARKER: DB = BENCH MARK DISK
 AK2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2199_STAMPING: A 207 1963
 AK2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2199+STABILITY: SURFACE MOTION
 AK2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2199+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 AK2199
 AK2199  HISTORY     - Date     Condition        Report By
 AK2199  HISTORY     - 1963     MONUMENTED       CGS
 AK2199  HISTORY     - 1971     GOOD             NGS
 AK2199  HISTORY     - 1984     GOOD             USPSQD
 AK2199  HISTORY     - 1988     GOOD             USPSQD
 AK2199  HISTORY     - 1990     GOOD             USPSQD
 AK2199  HISTORY     - 20031205 GOOD             FL-009
 AK2199  HISTORY     - 20060208 GOOD             USPSQD
 AK2199  HISTORY     - 20060211 GOOD             USPSQD
 AK2199
 AK2199                          STATION DESCRIPTION
 AK2199
 AK2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2199'1.9 MI N FROM MERRITT ISLAND.
 AK2199'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AK2199'OF STATE HIGHWAY 520 AT MERRITT ISLAND, 50 FEET EAST OF THE
 AK2199'CENTER LINE OF THE HIGHWAY, 137 1/2 FEET NORTH OF A POWER LINE
 AK2199'BRACE POLE, 2 FEET NORTH OF THE NORTH END OF A WIRE FENCE, 3
 AK2199'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 AK2199'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AK2199'4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- STATE HIGHWAY
 AK2199'IS NOW HWY 3, WIRE FENCE NO LONGER EXISTS, BM COVERED 6 INCHES,
 AK2199'IS 3 FT. W OF EDGE OF SIDEWALK AND 49.5 FT. N OF A FIRE PLUG.
 AK2199
 AK2199                          STATION RECOVERY (1971)
 AK2199
 AK2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2199'RECOVERED IN GOOD CONDITION.
 AK2199
 AK2199                          STATION RECOVERY (1984)
 AK2199
 AK2199'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK2199'RECOVERED IN GOOD CONDITION.
 AK2199
 AK2199                          STATION RECOVERY (1988)
 AK2199
 AK2199'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2199'RECOVERED IN GOOD CONDITION.
 AK2199
 AK2199                          STATION RECOVERY (1990)
 AK2199
 AK2199'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2199'RECOVERED IN GOOD CONDITION.
 AK2199
 AK2199                          STATION RECOVERY (2003)
 AK2199
 AK2199'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2003 (SRV)
 AK2199'STATION IS 140' NORTH OF THE CENTERLINE OF THE ENTRANCE TO SHOPPES OF
 AK2199'VICTORIA SQUARE.  ADDRESS IS 1450 SR 3 (NORTH COURTENAY PKWY) SECTION
 AK2199'23, TOWNSHIP 24 SOUTH, RANGE 36 EAST.
 AK2199
 AK2199                          STATION RECOVERY (2006)
 AK2199
 AK2199'RECOVERY NOTE BY US POWER SQUADRON 2006 (RWS)
 AK2199'BEST DESC IS 3FT WEST OF SIDEWALK AND 50FT NORTH OF FIREPLUG. LEVEL
 AK2199'WITH GROUND AND PAINTED CIRCLE AROUND MARK. IN FRONT OF CREST CLEANERS
 AK2199' 
 AK2199
 AK2199                          STATION RECOVERY (2006)
 AK2199
 AK2199'RECOVERY NOTE BY US POWER SQUADRON 2006
 AK2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1814 ***********************************************************************
 AR1814  DESIGNATION -  A 207
 AR1814  PID         -  AR1814
 AR1814  STATE/COUNTY-  FL/ALACHUA
 AR1814  USGS QUAD   -  NEWBERRY (1993)
 AR1814
 AR1814                         *CURRENT SURVEY CONTROL
 AR1814  ___________________________________________________________________
 AR1814* NAD 83(1999)-  29 39 16.95230(N)    082 33 38.50718(W)     ADJUSTED  
 AR1814* NAVD 88     -        28.5    (meters)      94.     (feet)  VERTCON   
 AR1814  ___________________________________________________________________
 AR1814  X           -     718,240.558 (meters)                     COMP
 AR1814  Y           -  -5,500,600.594 (meters)                     COMP
 AR1814  Z           -   3,137,168.952 (meters)                     COMP
 AR1814  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AR1814  ELLIP HEIGHT-           0.22  (meters)          (06/12/02) GPS OBS
 AR1814  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AR1814
 AR1814  HORZ ORDER  -  SECOND
 AR1814  ELLP ORDER  -  FOURTH    CLASS I
 AR1814
 AR1814.The horizontal coordinates were established by GPS observations
 AR1814.and adjusted by the National Geodetic Survey in June 2002..
 AR1814
 AR1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1814
 AR1814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1814
 AR1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1814
 AR1814.The ellipsoidal height was determined by GPS observations
 AR1814.and is referenced to NAD 83.
 AR1814
 AR1814.The geoid height was determined by GEOID03.
 AR1814
 AR1814;                    North         East     Units Scale Factor Converg.
 AR1814;SPC FL N     -    74,169.869   787,749.286   MT  0.99998817   +0 58 28.4
 AR1814;SPC FL N     -   243,338.98  2,584,474.12   sFT  0.99998817   +0 58 28.4
 AR1814;UTM  17      - 3,281,543.363   348,946.470   MT  0.99988153   -0 46 20.4
 AR1814
 AR1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1814!SPC FL N     -   0.99999997  x   0.99998817  =   0.99998814
 AR1814!UTM  17      -   0.99999997  x   0.99988153  =   0.99988150
 AR1814
 AR1814                          SUPERSEDED SURVEY CONTROL
 AR1814
 AR1814  NAD 83(1990)-  29 39 16.95106(N)    082 33 38.50695(W) AD(       ) 2
 AR1814  ELLIP H (05/01/91)    0.26   (m)                       GP(       ) 4 1
 AR1814  NAD 83(1986)-  29 39 16.95876(N)    082 33 38.51317(W) AD(       ) 2
 AR1814  NGVD 29 (11/17/89)   28.7    (m)           94.     (f) GPS OBS        
 AR1814
 AR1814.Superseded values are not recommended for survey control.
 AR1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1814.See file dsdata.txt to determine how the superseded data were derived.
 AR1814
 AR1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4894681543(NAD 83)
 AR1814_MARKER: DD = SURVEY DISK
 AR1814_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1814_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1814_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1814+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1814
 AR1814  HISTORY     - Date     Condition        Report By
 AR1814  HISTORY     - 1988     MONUMENTED       PMC
 AR1814  HISTORY     - 20010224 GOOD             FL-001
 AR1814
 AR1814                          STATION DESCRIPTION
 AR1814
 AR1814'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1814'THE STATION IS LOCATED ABOUT 21.7 KM (13.5 MI)
 AR1814'WEST OF GAINESVILLE.
 AR1814'OWNERSHIP--SR 26 R/W.
 AR1814'
 AR1814'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND U.S. 41 IN
 AR1814'NEWBERRY, GO EAST FOR 4.8 KM (3.0 MI) ON SR 26 TO THE STATION ON
 AR1814'THE LEFT.  THE STATION IS NORTH 10.4 METERS (34 FT) OF THE PAVEMENT
 AR1814'OF SR 26, SOUTH 1.2 METERS (4 FT) OF A FENCE LINE ON THE NORTH R/W
 AR1814'LINE OF SR 26, AND WEST 347.5 METERS (1140 FT) OF ACR NW 13.
 AR1814'
 AR1814'THE STATION IS A STANDARD AC GIS DISK
 AR1814'STAMPED---STATION A207---,
 AR1814'SET INTO THE GROUND 8 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1814'17.35 METERS (56.93 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1814'IN CENTERLINE OF SR 26,
 AR1814'17.27 METERS (56.66 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1814'IN CENTERLINE OF SR 26,
 AR1814'9.31 METERS (30.54 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1814'SET,
 AR1814'9.97 METERS (32.72 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1814'SET,
 AR1814'1.2 METERS (4 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1814'
 AR1814'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1814'STAMPED---AZIMUTH A208---,
 AR1814'SET INTO THE GROUND 3 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1814'24.38 METERS (79.99 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1814'IN POWER POLE,
 AR1814'13.17 METERS (43.20 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1814'IN 8 IN OAK,
 AR1814'26.39 METERS (86.59 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1814'IN 18 IN PINE,
 AR1814'5.1 METERS (16.7 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1814'TO REACH THE AZIMUTH FROM THE STATION,
 AR1814'GO WEST FOR 640.1 METERS (2100 FT) ON SR 26 TO THE AZIMUTH ON THE
 AR1814'SOUTH SIDE.  THE AZIMUTH MARK IS ON A NORTHEASTERLY PROJECTION OF
 AR1814'THE ALIGNMENT OF A CONCRETE TOWER IN A FLORIDA POWER CORPORATION
 AR1814'TRANSMISSION R/W, SOUTH 7.3 METERS (24 FT) OF THE PAVEMENT OF
 AR1814'SR 26, AND NORTHEAST 28.7 METERS (94 FT) OF THE NORTHEAST EDGE OF
 AR1814'THE CONCRETE TOWER.
 AR1814
 AR1814                          STATION RECOVERY (2001)
 AR1814
 AR1814'RECOVERY NOTE BY ALACHUA COUNTY FLORIDA 2001 (JR)
 AR1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2134 ***********************************************************************
 AK2134  DESIGNATION -  A 208
 AK2134  PID         -  AK2134
 AK2134  STATE/COUNTY-  FL/BREVARD
 AK2134  USGS QUAD   -  COURTENAY (1976)
 AK2134
 AK2134                         *CURRENT SURVEY CONTROL
 AK2134  ___________________________________________________________________
 AK2134* NAD 83(1986)-  28 28 40.     (N)    080 40 37.     (W)     SCALED    
 AK2134* NAVD 88     -         1.961  (meters)       6.43   (feet)  ADJUSTED  
 AK2134  ___________________________________________________________________
 AK2134  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AK2134  DYNAMIC HT  -           1.958 (meters)       6.42  (feet)  COMP
 AK2134  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 AK2134
 AK2134  VERT ORDER  -  FIRST     CLASS II
 AK2134
 AK2134.The horizontal coordinates were scaled from a topographic map and have
 AK2134.an estimated accuracy of +/- 6 seconds.
 AK2134
 AK2134.The orthometric height was determined by differential leveling
 AK2134.and adjusted by the National Geodetic Survey in June 1991..
 AK2134
 AK2134.The geoid height was determined by GEOID03.
 AK2134
 AK2134.The dynamic height is computed by dividing the NAVD 88
 AK2134.geopotential number by the normal gravity value computed on the
 AK2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2134.degrees latitude (g = 980.6199 gals.).
 AK2134
 AK2134.The modeled gravity was interpolated from observed gravity values.
 AK2134
 AK2134;                    North         East    Units  Estimated Accuracy
 AK2134;SPC FL E     -   459,200.      231,630.      MT  (+/- 180 meters Scaled)
 AK2134
 AK2134                          SUPERSEDED SURVEY CONTROL
 AK2134
 AK2134  NGVD 29 (??/??/92)    2.362  (m)            7.75   (f) ADJ UNCH    1 2
 AK2134
 AK2134.Superseded values are not recommended for survey control.
 AK2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2134.See file dsdata.txt to determine how the superseded data were derived.
 AK2134
 AK2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM316501(NAD 83)
 AK2134_MARKER: DB = BENCH MARK DISK
 AK2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2134_STAMPING: A 208 1963
 AK2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2134+STABILITY: SURFACE MOTION
 AK2134
 AK2134  HISTORY     - Date     Condition        Report By
 AK2134  HISTORY     - 1963     MONUMENTED       CGS
 AK2134  HISTORY     - 1976     GOOD             DOD
 AK2134  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK2134  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2134
 AK2134                          STATION DESCRIPTION
 AK2134
 AK2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2134'10.2 MI NE FROM MERRITT ISLAND.
 AK2134'ABOUT 9.3 MILES NORTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AK2134'JUNCTION OF STATE HIGHWAY 520 AT MERRITT ISLAND, THENCE 0.9 MILE
 AK2134'EAST ALONG A SAND ROAD, 93 FEET SOUTH OF THE CENTER LINE OF THE
 AK2134'SAND ROAD, 16 FEET WEST OF THE CENTER LINE OF A DIM TRAIL
 AK2134'LEADING SOUTH, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AK2134'2 FEET ABOVE THE LEVEL OF THE SAND ROAD, SET IN THE TOP OF A
 AK2134'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK2134'THIS MARK IS AT THE NORTHEAST CORNER OF A CITRUS GROVE AND THE
 AK2134'DIRT ROAD ENDS ABOUT 0.1 MILE TO THE EAST AT A NASA FENCE.  TO
 AK2134'CONTINUE RECOVERY OF MARKS ON THIS LINE IT IS NECESSARY TO GO
 AK2134'BACK TO STATE HIGHWAY 3 AND CONTINUE NORTHEAST ALONG IT TO
 AK2134'GATE NO. 2 AND ENTER THE KENNEDY SPACE CENTER.  NOTE-- STATE
 AK2134'HIGHWAY A1A HAS BEEN RENUMBERED STATE HIGHWAY 3 IN THIS AREA.
 AK2134'MARK IS 87 FEET SOUTH OF CENTERLINE OF SAND ROAD AND 1 FOOT
 AK2134'SOUTH OF A METAL WITNESS POST.
 AK2134
 AK2134                          STATION RECOVERY (1976)
 AK2134
 AK2134'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 AK2134'RECOVERED IN GOOD CONDITION.
 AK2134
 AK2134                          STATION RECOVERY (1988)
 AK2134
 AK2134'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2134'MARK NOT FOUND.
 AK2134
 AK2134                          STATION RECOVERY (1990)
 AK2134
 AK2134'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0702 ***********************************************************************
 AK0702  DESIGNATION -  A 209
 AK0702  PID         -  AK0702
 AK0702  STATE/COUNTY-  FL/BREVARD
 AK0702  USGS QUAD   -  PARDON ISLAND (1994)
 AK0702
 AK0702                         *CURRENT SURVEY CONTROL
 AK0702  ___________________________________________________________________
 AK0702* NAD 83(1986)-  28 47 14.     (N)    080 43 50.     (W)     SCALED    
 AK0702* NAVD 88     -         2.105  (meters)       6.91   (feet)  ADJUSTED  
 AK0702  ___________________________________________________________________
 AK0702  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AK0702  DYNAMIC HT  -           2.102 (meters)       6.90  (feet)  COMP
 AK0702  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 AK0702
 AK0702  VERT ORDER  -  FIRST     CLASS II
 AK0702
 AK0702.The horizontal coordinates were scaled from a topographic map and have
 AK0702.an estimated accuracy of +/- 6 seconds.
 AK0702
 AK0702.The orthometric height was determined by differential leveling
 AK0702.and adjusted by the National Geodetic Survey in June 1991..
 AK0702
 AK0702.The geoid height was determined by GEOID03.
 AK0702
 AK0702.The dynamic height is computed by dividing the NAVD 88
 AK0702.geopotential number by the normal gravity value computed on the
 AK0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0702.degrees latitude (g = 980.6199 gals.).
 AK0702
 AK0702.The modeled gravity was interpolated from observed gravity values.
 AK0702
 AK0702;                    North         East    Units  Estimated Accuracy
 AK0702;SPC FL E     -   493,480.      226,310.      MT  (+/- 180 meters Scaled)
 AK0702
 AK0702                          SUPERSEDED SURVEY CONTROL
 AK0702
 AK0702  NGVD 29 (??/??/92)    2.489  (m)            8.17   (f) ADJ UNCH    1 2
 AK0702
 AK0702.Superseded values are not recommended for survey control.
 AK0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0702.See file dsdata.txt to determine how the superseded data were derived.
 AK0702
 AK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM262844(NAD 83)
 AK0702_MARKER: DB = BENCH MARK DISK
 AK0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0702_STAMPING: A 209 1963
 AK0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0702+STABILITY: SURFACE MOTION
 AK0702
 AK0702  HISTORY     - Date     Condition        Report By
 AK0702  HISTORY     - 1963     MONUMENTED       CGS
 AK0702  HISTORY     - 1970     GOOD             NGS
 AK0702
 AK0702                          STATION DESCRIPTION
 AK0702
 AK0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK0702'24.1 MI NE FROM TITUSVILLE.
 AK0702'ABOUT 12.3 MILES EAST ALONG STATE HIGHWAY 401 AND 402 FROM THE
 AK0702'JUNCTION OF U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 11.8 MILES
 AK0702'NORTHWEST ALONG A DIM SAND ROAD, ABOUT 0.25 MILE SOUTHEAST OF
 AK0702'THE BREVARD-VOLUSIA COUNTY LINE, 16 FEET NORTHEAST OF THE CENTER
 AK0702'LINE OF THE ROAD, 83 FEET SOUTHWEST OF THE TOP OF THE BANK
 AK0702'BETWEEN THE OCEAN AND THE ROAD, 2 1/2 FEET SOUTHEAST OF A WHITE
 AK0702'WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 AK0702'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 AK0702'OF THE GROUND.
 AK0702
 AK0702                          STATION RECOVERY (1970)
 AK0702
 AK0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1815 ***********************************************************************
 AR1815  DESIGNATION -  A 209
 AR1815  PID         -  AR1815
 AR1815  STATE/COUNTY-  FL/ALACHUA
 AR1815  USGS QUAD   -  ARCHER (1993)
 AR1815
 AR1815                         *CURRENT SURVEY CONTROL
 AR1815  ___________________________________________________________________
 AR1815* NAD 83(1999)-  29 36 39.26868(N)    082 33 20.66226(W)     ADJUSTED  
 AR1815* NAVD 88     -        28.0    (meters)      92.     (feet)  VERTCON   
 AR1815  ___________________________________________________________________
 AR1815  X           -     719,027.426 (meters)                     COMP
 AR1815  Y           -  -5,502,918.518 (meters)                     COMP
 AR1815  Z           -   3,132,948.615 (meters)                     COMP
 AR1815  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AR1815  ELLIP HEIGHT-          -0.10  (meters)          (06/12/02) GPS OBS
 AR1815  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AR1815
 AR1815  HORZ ORDER  -  SECOND
 AR1815  ELLP ORDER  -  FOURTH    CLASS I
 AR1815
 AR1815.The horizontal coordinates were established by GPS observations
 AR1815.and adjusted by the National Geodetic Survey in June 2002..
 AR1815
 AR1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1815
 AR1815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1815
 AR1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1815
 AR1815.The ellipsoidal height was determined by GPS observations
 AR1815.and is referenced to NAD 83.
 AR1815
 AR1815.The geoid height was determined by GEOID03.
 AR1815
 AR1815;                    North         East     Units Scale Factor Converg.
 AR1815;SPC FL N     -    69,323.609   788,311.921   MT  0.99999525   +0 58 37.3
 AR1815;SPC FL N     -   227,439.21  2,586,320.03   sFT  0.99999525   +0 58 37.3
 AR1815;UTM  17      - 3,276,682.747   349,361.106   MT  0.99987999   -0 46 07.9
 AR1815
 AR1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1815!SPC FL N     -   1.00000002  x   0.99999525  =   0.99999527
 AR1815!UTM  17      -   1.00000002  x   0.99987999  =   0.99988001
 AR1815
 AR1815                          SUPERSEDED SURVEY CONTROL
 AR1815
 AR1815  NAD 83(1990)-  29 36 39.26754(N)    082 33 20.66218(W) AD(       ) 2
 AR1815  ELLIP H (05/01/91)   -0.08   (m)                       GP(       ) 4 1
 AR1815  NAD 83(1986)-  29 36 39.27532(N)    082 33 20.66905(W) AD(       ) 2
 AR1815  NGVD 29 (11/17/89)   28.3    (m)           93.     (f) GPS OBS        
 AR1815
 AR1815.Superseded values are not recommended for survey control.
 AR1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1815.See file dsdata.txt to determine how the superseded data were derived.
 AR1815
 AR1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4936176683(NAD 83)
 AR1815_MARKER: DD = SURVEY DISK
 AR1815_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1815_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1815_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1815+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1815
 AR1815  HISTORY     - Date     Condition        Report By
 AR1815  HISTORY     - 1988     MONUMENTED       PMC
 AR1815
 AR1815                          STATION DESCRIPTION
 AR1815
 AR1815'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1815'THE STATION IS LOCATED ABOUT 21.7 KM (13.5 MI)
 AR1815'WEST-SOUTHWEST OF GAINESVILLE.
 AR1815'OWNERSHIP--ACR SW 28 R/W.
 AR1815'
 AR1815'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND SR 26 IN
 AR1815'NEWBERRY, GO SOUTH FOR 4.7 KM (2.9 MI) ON U.S. 41 TO ACR SW 28
 AR1815'(PAVED),
 AR1815'TURN LEFT AND GO EAST FOR 3.1 KM (1.9 MI) ON SW 28 TO THE STATION
 AR1815'ON THE RIGHT.  THE STATION IS EAST 96 METERS (315 FT) OF THE CENTER
 AR1815'OF ACR SW 13, SOUTH 7.6 METERS (25 FT) OF THE PAVEMENT OF SW 28,
 AR1815'NORTH 1.2 METERS (4 FT) OF THE SOUTH R/W FENCE LINE, AND
 AR1815'EAST 29.3 METERS (96 FT) OF A POWER LINE.
 AR1815'
 AR1815'THE STATION IS A STANDARD AC GIS DISK
 AR1815'STAMPED---STATION A209---,
 AR1815'SET INTO THE GROUND 6 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1815'9.27 METERS (30.41 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1815'12.06 METERS (39.58 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1815'SET,
 AR1815'12.02 METERS (39.44 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1815'SET,
 AR1815'29.42 METERS (96.52 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1815'POWER POLE,
 AR1815'1.5 METERS (5.0 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1815'
 AR1815'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1815'STAMPED---AZIMUTH A210---,
 AR1815'SET INTO THE GROUND 7 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1815'8.33 METERS (27.33 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET,
 AR1815'7.47 METERS (24.49 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET,
 AR1815'2.09 METERS (6.87 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1815'18 IN CEDAR,
 AR1815'0.9 METERS (3 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1815'TO REACH THE AZIMUTH FROM THE STATION,
 AR1815'GO EAST FOR 670.6 METERS (2200 FT) ON SW 28 TO THE AZIMUTH MARK.
 AR1815'THE AZIMUTH MARK IS 3.4 METERS (11 FT) NORTH OF THE PAVEMENT OF
 AR1815'ACR SW 28, 2.1 METERS (7 FT) SOUTH OF A 22 IN CEDAR NEAR THE
 AR1815'SOUTHEAST CORNER OF A SMALL PECAN GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2840 ***********************************************************************
 AD2840  DESIGNATION -  A 21
 AD2840  PID         -  AD2840
 AD2840  STATE/COUNTY-  FL/PALM BEACH
 AD2840  USGS QUAD   -  PALM BEACH (1983)
 AD2840
 AD2840                         *CURRENT SURVEY CONTROL
 AD2840  ___________________________________________________________________
 AD2840* NAD 83(1986)-  26 39 06.     (N)    080 02 12.     (W)     SCALED    
 AD2840* NAVD 88     -         5.325  (meters)      17.47   (feet)  ADJUSTED  
 AD2840  ___________________________________________________________________
 AD2840  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AD2840  DYNAMIC HT  -           5.317 (meters)      17.44  (feet)  COMP
 AD2840  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 AD2840
 AD2840  VERT ORDER  -  SECOND    CLASS 0
 AD2840
 AD2840.The horizontal coordinates were scaled from a topographic map and have
 AD2840.an estimated accuracy of +/- 6 seconds.
 AD2840
 AD2840.The orthometric height was determined by differential leveling
 AD2840.and adjusted by the National Geodetic Survey in June 1991..
 AD2840
 AD2840.The geoid height was determined by GEOID03.
 AD2840
 AD2840.The dynamic height is computed by dividing the NAVD 88
 AD2840.geopotential number by the normal gravity value computed on the
 AD2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2840.degrees latitude (g = 980.6199 gals.).
 AD2840
 AD2840.The modeled gravity was interpolated from observed gravity values.
 AD2840
 AD2840;                    North         East    Units  Estimated Accuracy
 AD2840;SPC FL E     -   257,170.      295,910.      MT  (+/- 180 meters Scaled)
 AD2840
 AD2840                          SUPERSEDED SURVEY CONTROL
 AD2840
 AD2840  NGVD 29 (??/??/92)    5.792  (m)           19.00   (f) ADJ UNCH    2 0
 AD2840
 AD2840.Superseded values are not recommended for survey control.
 AD2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2840.See file dsdata.txt to determine how the superseded data were derived.
 AD2840
 AD2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK958482(NAD 83)
 AD2840_MARKER: DD = SURVEY DISK
 AD2840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2840_SP_SET: SEAWALL
 AD2840_STAMPING: BM A 21 1946
 AD2840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2840
 AD2840  HISTORY     - Date     Condition        Report By
 AD2840  HISTORY     - 1946     MONUMENTED       DOD
 AD2840  HISTORY     - 1970     GOOD             NGS
 AD2840  HISTORY     - 1973     GOOD             NGS
 AD2840  HISTORY     - 1984     GOOD             USPSQD
 AD2840  HISTORY     - 19940619 MARK NOT FOUND   USPSQD
 AD2840  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 AD2840  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 AD2840  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2840  HISTORY     - 20050502 MARK NOT FOUND   USPSQD
 AD2840
 AD2840                          STATION DESCRIPTION
 AD2840
 AD2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2840'2.6 MI N FROM LAKE WORTH.
 AD2840'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2840'OF STATE HIGHWAY 802, IN THE TOP OF A CONCRETE SEAWALL, 41.6
 AD2840'FEET NORTHEAST OF BENCH MARK B 315 1970 DESCRIBED, 16 FEET EAST
 AD2840'OF THE CENTER LINE OF THE HIGHWAY, 22.5 FEET WEST OF THE SOUTHEAST
 AD2840'CORNER OF THE SEAWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 AD2840
 AD2840                          STATION RECOVERY (1973)
 AD2840
 AD2840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2840'RECOVERED IN GOOD CONDITION.
 AD2840
 AD2840                          STATION RECOVERY (1984)
 AD2840
 AD2840'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2840'MARK LOCATED ON LACOSTA ISLAND, NORTH END, WEST SIDE, 70 FEET FROM
 AD2840'SHORE LINE, WITNESS POST 20 IN, FROM MARK.
 AD2840
 AD2840                          STATION RECOVERY (1994)
 AD2840
 AD2840'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2840'MARK NOT FOUND.
 AD2840
 AD2840                          STATION RECOVERY (2003)
 AD2840
 AD2840'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2840'MARK NOT FOUND.
 AD2840
 AD2840                          STATION RECOVERY (2004)
 AD2840
 AD2840'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2840'MARK NOT FOUND.
 AD2840
 AD2840                          STATION RECOVERY (2005)
 AD2840
 AD2840'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2840'MARK NOT FOUND
 AD2840' 
 AD2840' 
 AD2840
 AD2840                          STATION RECOVERY (2005)
 AD2840
 AD2840'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0999 ***********************************************************************
 AR0999  DESIGNATION -  A 21
 AR0999  PID         -  AR0999
 AR0999  STATE/COUNTY-  FL/MARION
 AR0999  USGS QUAD   -  DUNNELLON (1991)
 AR0999
 AR0999                         *CURRENT SURVEY CONTROL
 AR0999  ___________________________________________________________________
 AR0999* NAD 83(1986)-  29 03 03.     (N)    082 26 22.     (W)     SCALED    
 AR0999* NAVD 88     -        17.902  (meters)      58.73   (feet)  ADJUSTED  
 AR0999  ___________________________________________________________________
 AR0999  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AR0999  DYNAMIC HT  -          17.877 (meters)      58.65  (feet)  COMP
 AR0999  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 AR0999
 AR0999  VERT ORDER  -  FIRST     CLASS II
 AR0999
 AR0999.The horizontal coordinates were scaled from a topographic map and have
 AR0999.an estimated accuracy of +/- 6 seconds.
 AR0999
 AR0999.The orthometric height was determined by differential leveling
 AR0999.and adjusted by the National Geodetic Survey in June 1991..
 AR0999
 AR0999.The geoid height was determined by GEOID03.
 AR0999
 AR0999.The dynamic height is computed by dividing the NAVD 88
 AR0999.geopotential number by the normal gravity value computed on the
 AR0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0999.degrees latitude (g = 980.6199 gals.).
 AR0999
 AR0999.The modeled gravity was interpolated from observed gravity values.
 AR0999
 AR0999;                    North         East    Units  Estimated Accuracy
 AR0999;SPC FL W     -   522,740.      157,200.      MT  (+/- 180 meters Scaled)
 AR0999
 AR0999                          SUPERSEDED SURVEY CONTROL
 AR0999
 AR0999  NGVD 29 (??/??/92)   18.198  (m)           59.70   (f) ADJ UNCH    1 2
 AR0999
 AR0999.Superseded values are not recommended for survey control.
 AR0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0999.See file dsdata.txt to determine how the superseded data were derived.
 AR0999
 AR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN598144(NAD 83)
 AR0999_MARKER: DB = BENCH MARK DISK
 AR0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0999_STAMPING: A 21 1933 59.705
 AR0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0999+STABILITY: SURFACE MOTION
 AR0999
 AR0999  HISTORY     - Date     Condition        Report By
 AR0999  HISTORY     - 1933     MONUMENTED       CGS+SS
 AR0999  HISTORY     - 1960     MARK NOT FOUND   NGS
 AR0999  HISTORY     - 1969     MARK NOT FOUND   USGS
 AR0999  HISTORY     - 20031028 MARK NOT FOUND   FLDEP
 AR0999
 AR0999                          STATION DESCRIPTION
 AR0999
 AR0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AR0999'1.3 MI E FROM DUNNELLON.
 AR0999'1.3 MILES EAST ALONG THE OCALA ROAD FROM THE PENNSYLVANIA AVENUE
 AR0999'CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT DUNNELLON, MARION
 AR0999'COUNTY, 0.5 MILE EAST OF THE RAILROAD CROSSING AT THE SEABOARD
 AR0999'AIR LINE RAILROAD PASSENGER STATION, AT THE INTERSECTION OF
 AR0999'A DIRT ROAD LEADING SOUTHEAST, 39 FEET SOUTH OF THE CENTER
 AR0999'LINE OF OCALA ROAD, AND 20 FEET EAST OF THE DIRT ROAD.  A STANDARD
 AR0999'DISK, STAMPED 59.705 A 21 1933 AND SET IN THE TOP OF A CONCRETE
 AR0999'POST PROJECTING 4 INCHES ABOVE GROUND.
 AR0999
 AR0999                          STATION RECOVERY (1969)
 AR0999
 AR0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AR0999'MARK NOT FOUND.
 AR0999
 AR0999                          STATION RECOVERY (2003)
 AR0999
 AR0999'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0999'MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0968 ***********************************************************************
 AK0968  DESIGNATION -  A 210
 AK0968  PID         -  AK0968
 AK0968  STATE/COUNTY-  FL/BREVARD
 AK0968  USGS QUAD   -  ORSINO (1976)
 AK0968
 AK0968                         *CURRENT SURVEY CONTROL
 AK0968  ___________________________________________________________________
 AK0968* NAD 83(1986)-  28 37 03.     (N)    080 40 05.     (W)     SCALED    
 AK0968* NAVD 88     -         2.196  (meters)       7.20   (feet)  ADJUSTED  
 AK0968  ___________________________________________________________________
 AK0968  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK0968  DYNAMIC HT  -           2.193 (meters)       7.19  (feet)  COMP
 AK0968  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 AK0968
 AK0968  VERT ORDER  -  FIRST     CLASS II
 AK0968
 AK0968.The horizontal coordinates were scaled from a topographic map and have
 AK0968.an estimated accuracy of +/- 6 seconds.
 AK0968
 AK0968.The orthometric height was determined by differential leveling
 AK0968.and adjusted by the National Geodetic Survey in June 1991..
 AK0968
 AK0968.The geoid height was determined by GEOID03.
 AK0968
 AK0968.The dynamic height is computed by dividing the NAVD 88
 AK0968.geopotential number by the normal gravity value computed on the
 AK0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0968.degrees latitude (g = 980.6199 gals.).
 AK0968
 AK0968.The modeled gravity was interpolated from observed gravity values.
 AK0968
 AK0968;                    North         East    Units  Estimated Accuracy
 AK0968;SPC FL E     -   474,680.      232,460.      MT  (+/- 180 meters Scaled)
 AK0968
 AK0968                          SUPERSEDED SURVEY CONTROL
 AK0968
 AK0968  NGVD 29 (??/??/92)    2.583  (m)            8.47   (f) ADJ UNCH    1 2
 AK0968
 AK0968.Superseded values are not recommended for survey control.
 AK0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0968.See file dsdata.txt to determine how the superseded data were derived.
 AK0968
 AK0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM324656(NAD 83)
 AK0968_MARKER: DB = BENCH MARK DISK
 AK0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0968_STAMPING: A 210 1963
 AK0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0968+STABILITY: SURFACE MOTION
 AK0968
 AK0968  HISTORY     - Date     Condition        Report By
 AK0968  HISTORY     - 1963     MONUMENTED       CGS
 AK0968  HISTORY     - 1965     GOOD             NGS
 AK0968  HISTORY     - 1976     GOOD             NGS
 AK0968
 AK0968                          STATION DESCRIPTION
 AK0968
 AK0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK0968'10.7 MI SE FROM TITUSVILLE.
 AK0968'29 FEET SOUTH OF THE APPROXIMATE CENTER OF A SAND ROAD, 13 FEET
 AK0968'WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 2 FEET
 AK0968'NORTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS A
 AK0968'ROUND CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.  TO REACH
 AK0968'FROM THE JUNCTION OF NASA CAUSEWAY AND STATE HIGHWAY 3 (KENNEDY
 AK0968'PARKWAY), GO NORTH ON STATE HIGHWAY 3 (KENNEDY PARKWAY) FOR
 AK0968'6.45 MILES TO THE JUNCTION OF STATE HIGHWAY 3 (KENNEDY PARKWAY)
 AK0968'AND SHARKEY RD..  CONTINUE NORTH ON STATE HIGHWAY 3 (KENNEDY
 AK0968'PARKWAY) FOR 0.25 MILE TO HAPPY CREEK RD..  TURN RIGHT EASTERLY
 AK0968'ON HAPPY CREEK RD. (SAND ROAD) FOR 0.75 MILE TO THE MARK ON THE
 AK0968'RIGHT.
 AK0968
 AK0968                          STATION RECOVERY (1976)
 AK0968
 AK0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1816 ***********************************************************************
 AR1816  DESIGNATION -  A 211
 AR1816  PID         -  AR1816
 AR1816  STATE/COUNTY-  FL/ALACHUA
 AR1816  USGS QUAD   -  ARCHER (1993)
 AR1816
 AR1816                         *CURRENT SURVEY CONTROL
 AR1816  ___________________________________________________________________
 AR1816* NAD 83(1999)-  29 34 02.00272(N)    082 33 23.02857(W)     ADJUSTED  
 AR1816* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 AR1816  ___________________________________________________________________
 AR1816  X           -     719,273.188 (meters)                     COMP
 AR1816  Y           -  -5,505,291.024 (meters)                     COMP
 AR1816  Z           -   3,128,734.041 (meters)                     COMP
 AR1816  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AR1816  ELLIP HEIGHT-          -7.75  (meters)          (06/12/02) GPS OBS
 AR1816  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR1816
 AR1816  HORZ ORDER  -  SECOND
 AR1816  ELLP ORDER  -  FOURTH    CLASS I
 AR1816
 AR1816.The horizontal coordinates were established by GPS observations
 AR1816.and adjusted by the National Geodetic Survey in June 2002..
 AR1816
 AR1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1816
 AR1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1816
 AR1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1816
 AR1816.The ellipsoidal height was determined by GPS observations
 AR1816.and is referenced to NAD 83.
 AR1816
 AR1816.The geoid height was determined by GEOID03.
 AR1816
 AR1816;                    North         East     Units Scale Factor Converg.
 AR1816;SPC FL N     -    64,480.946   788,330.805   MT  1.00000288   +0 58 36.2
 AR1816;SPC FL N     -   211,551.24  2,586,381.98   sFT  1.00000288   +0 58 36.2
 AR1816;UTM  17      - 3,271,842.330   349,232.500   MT  0.99988047   -0 46 05.3
 AR1816
 AR1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1816!SPC FL N     -   1.00000122  x   1.00000288  =   1.00000410
 AR1816!UTM  17      -   1.00000122  x   0.99988047  =   0.99988169
 AR1816
 AR1816                          SUPERSEDED SURVEY CONTROL
 AR1816
 AR1816  NAD 83(1990)-  29 34 02.00171(N)    082 33 23.02862(W) AD(       ) 2
 AR1816  ELLIP H (05/01/91)   -7.74   (m)                       GP(       ) 4 1
 AR1816  NAD 83(1986)-  29 34 02.00959(N)    082 33 23.03622(W) AD(       ) 2
 AR1816  NGVD 29 (11/17/89)   20.4    (m)           67.     (f) GPS OBS        
 AR1816
 AR1816.Superseded values are not recommended for survey control.
 AR1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1816.See file dsdata.txt to determine how the superseded data were derived.
 AR1816
 AR1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4923271842(NAD 83)
 AR1816_MARKER: DD = SURVEY DISK
 AR1816_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1816_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1816_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1816+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1816
 AR1816  HISTORY     - Date     Condition        Report By
 AR1816  HISTORY     - 1988     MONUMENTED       PMC
 AR1816
 AR1816                          STATION DESCRIPTION
 AR1816
 AR1816'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1816'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI)
 AR1816'WEST-SOUTHWEST OF GAINESVILLE.
 AR1816'OWNERSHIP--PRIVATE.
 AR1816'
 AR1816'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1816'SR 24 IN ARCHER, GO NORTH FOR 3.9 KM (2.4 MI) ON U.S. 41 TO
 AR1816'ACR SW 22 RUNNING EAST FROM U.S. 41 AND A PRIVATE LIMEROCK GRADED
 AR1816'ROAD RUNNING WEST FROM U.S. 41,
 AR1816'TURN LEFT AND GO WEST FOR 1.6 KM (1.0 MI) ON LIMEROCK ROAD TO THE
 AR1816'STATION ON THE LEFT.  THE STATION IS 7.0 METERS (23 FT) SOUTH OF
 AR1816'THE LIMEROCK ROAD, 2.9 METERS (9.5 FT) NORTH OF A FENCE LINE, AND
 AR1816'11.9 METERS (39 FT) EAST OF A NORTH-SOUTH FENCE.
 AR1816'
 AR1816'THE STATION IS A STANDARD AC GIS DISK
 AR1816'STAMPED---STATION A211---,
 AR1816'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1816'35.60 METERS (116.78 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1816'SET IN 12 IN OAK,
 AR1816'57.55 METERS (188.81 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1816'SET IN 12 IN OAK,
 AR1816'20.17 METERS (66.18 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1816'SET,
 AR1816'22.86 METERS (75.00 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1816'SET,
 AR1816'3 METERS (10 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1816'
 AR1816'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1816'STAMPED---AZIMUTH A212---,
 AR1816'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1816'4.69 METERS (15.39 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1816'IN POWER POLE,
 AR1816'3.11 METERS (10.22 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1816'IN RAILROAD CROSSING POLE,
 AR1816'7.31 METERS (23.99 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1816'IN ASPHALT RAILROAD ABUTMENT,
 AR1816'0.6 METERS (2 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1816'TO REACH THE AZIMUTH FROM THE STATION,
 AR1816'GO EAST FOR 823.0 METERS (2700 FT) ON LIMEROCK ROAD TO THE AZIMUTH
 AR1816'ON THE NORTH SIDE.  THE AZIMUTH MARK IS 4.0 METERS (13.FT) EAST OF
 AR1816'THE CENTER OF THE RAILROAD, AND 4.3 METERS (14 FT) NORTH OF THE
 AR1816'LIMEROCK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1289 ***********************************************************************
 AQ1289  DESIGNATION -  A 213
 AQ1289  PID         -  AQ1289
 AQ1289  STATE/COUNTY-  FL/VOLUSIA
 AQ1289  USGS QUAD   -  DAYTONA BEACH SW (1962)
 AQ1289
 AQ1289                         *CURRENT SURVEY CONTROL
 AQ1289  ___________________________________________________________________
 AQ1289* NAD 83(1986)-  29 01 06.     (N)    081 13 21.     (W)     SCALED    
 AQ1289* NAVD 88     -        11.842  (meters)      38.85   (feet)  ADJUSTED  
 AQ1289  ___________________________________________________________________
 AQ1289  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AQ1289  DYNAMIC HT  -          11.825 (meters)      38.80  (feet)  COMP
 AQ1289  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 AQ1289
 AQ1289  VERT ORDER  -  FIRST     CLASS II
 AQ1289
 AQ1289.The horizontal coordinates were scaled from a topographic map and have
 AQ1289.an estimated accuracy of +/- 6 seconds.
 AQ1289
 AQ1289.The orthometric height was determined by differential leveling
 AQ1289.and adjusted by the National Geodetic Survey in June 1991..
 AQ1289
 AQ1289.The geoid height was determined by GEOID03.
 AQ1289
 AQ1289.The dynamic height is computed by dividing the NAVD 88
 AQ1289.geopotential number by the normal gravity value computed on the
 AQ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1289.degrees latitude (g = 980.6199 gals.).
 AQ1289
 AQ1289.The modeled gravity was interpolated from observed gravity values.
 AQ1289
 AQ1289;                    North         East    Units  Estimated Accuracy
 AQ1289;SPC FL E     -   519,080.      178,330.      MT  (+/- 180 meters Scaled)
 AQ1289
 AQ1289                          SUPERSEDED SURVEY CONTROL
 AQ1289
 AQ1289  NGVD 29 (??/??/92)   12.175  (m)           39.94   (f) ADJ UNCH    1 2
 AQ1289
 AQ1289.Superseded values are not recommended for survey control.
 AQ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1289.See file dsdata.txt to determine how the superseded data were derived.
 AQ1289
 AQ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN783100(NAD 83)
 AQ1289_MARKER: DB = BENCH MARK DISK
 AQ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ1289_STAMPING: A 213 1963
 AQ1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1289+STABILITY: SURFACE MOTION
 AQ1289
 AQ1289  HISTORY     - Date     Condition        Report By
 AQ1289  HISTORY     - 1963     MONUMENTED       CGS
 AQ1289  HISTORY     - 1977     MARK NOT FOUND   NGS
 AQ1289  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AQ1289  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1289  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1289  HISTORY     - 19901026 MARK NOT FOUND   USPSQD
 AQ1289
 AQ1289                          STATION DESCRIPTION
 AQ1289
 AQ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1289'18.6 MI W FROM NEW SMYRNA BEACH.
 AQ1289'18.6 MILES WEST ALONG STATE HIGHWAY 44 FROM THE FLORIDA EAST
 AQ1289'COAST RAILWAY STATION AT NEW SMYRNA BEACH, ABOUT 0.55 MILE EAST
 AQ1289'OF THE EAST END OF THE LARGE BRIDGE OVER INTERSTATE HIGHWAY 4,
 AQ1289'47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 113 FEET SOUTHEAST
 AQ1289'OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE, 18.5 FEET
 AQ1289'SOUTHWEST OF THE CENTER OF THE EAST END OF A 24-INCH PIPE CULVERT
 AQ1289'UNDER A TRAIL, 12 FEET EAST OF THE CENTER LINE OF WOODS TRAIL
 AQ1289'LEADING SOUTH FROM THE HIGHWAY, 2 FEET EAST OF A WHITE WOODEN
 AQ1289'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 AQ1289'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ1289
 AQ1289                          STATION RECOVERY (1977)
 AQ1289
 AQ1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1289'MARK NOT FOUND.
 AQ1289
 AQ1289                          STATION RECOVERY (1987)
 AQ1289
 AQ1289'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1289'MARK NOT FOUND.
 AQ1289
 AQ1289                          STATION RECOVERY (1988)
 AQ1289
 AQ1289'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AQ1289'MARK NOT FOUND.
 AQ1289
 AQ1289                          STATION RECOVERY (1988)
 AQ1289
 AQ1289'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1289'MARK NOT FOUND.
 AQ1289
 AQ1289                          STATION RECOVERY (1990)
 AQ1289
 AQ1289'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1817 ***********************************************************************
 AR1817  DESIGNATION -  A 213
 AR1817  PID         -  AR1817
 AR1817  STATE/COUNTY-  FL/ALACHUA
 AR1817  USGS QUAD   -  ARCHER (1993)
 AR1817
 AR1817                         *CURRENT SURVEY CONTROL
 AR1817  ___________________________________________________________________
 AR1817* NAD 83(1999)-  29 32 43.29978(N)    082 35 23.02992(W)     ADJUSTED  
 AR1817* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 AR1817  ___________________________________________________________________
 AR1817  X           -     716,224.501 (meters)                     COMP
 AR1817  Y           -  -5,506,895.078 (meters)                     COMP
 AR1817  Z           -   3,126,626.757 (meters)                     COMP
 AR1817  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AR1817  ELLIP HEIGHT-          -6.41  (meters)          (06/12/02) GPS OBS
 AR1817  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AR1817
 AR1817  HORZ ORDER  -  SECOND
 AR1817  ELLP ORDER  -  FOURTH    CLASS I
 AR1817
 AR1817.The horizontal coordinates were established by GPS observations
 AR1817.and adjusted by the National Geodetic Survey in June 2002..
 AR1817
 AR1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1817
 AR1817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1817
 AR1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1817
 AR1817.The ellipsoidal height was determined by GPS observations
 AR1817.and is referenced to NAD 83.
 AR1817
 AR1817.The geoid height was determined by GEOID03.
 AR1817
 AR1817;                    North         East     Units Scale Factor Converg.
 AR1817;SPC FL N     -    62,003.400   785,141.747   MT  1.00000692   +0 57 35.9
 AR1817;SPC FL N     -   203,422.82  2,575,919.21   sFT  1.00000692   +0 57 35.9
 AR1817;UTM  17      - 3,269,463.294   345,969.885   MT  0.99989275   -0 47 02.7
 AR1817
 AR1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1817!SPC FL N     -   1.00000101  x   1.00000692  =   1.00000793
 AR1817!UTM  17      -   1.00000101  x   0.99989275  =   0.99989376
 AR1817
 AR1817                          SUPERSEDED SURVEY CONTROL
 AR1817
 AR1817  NAD 83(1990)-  29 32 43.29878(N)    082 35 23.03007(W) AD(       ) 2
 AR1817  NAD 83(1986)-  29 32 43.30671(N)    082 35 23.03795(W) AD(       ) 2
 AR1817  NGVD 29 (11/17/89)   21.7    (m)           71.     (f) GPS OBS        
 AR1817
 AR1817.Superseded values are not recommended for survey control.
 AR1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1817.See file dsdata.txt to determine how the superseded data were derived.
 AR1817
 AR1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4597069463(NAD 83)
 AR1817_MARKER: DD = SURVEY DISK
 AR1817_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1817_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1817_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1817+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1817
 AR1817  HISTORY     - Date     Condition        Report By
 AR1817  HISTORY     - 1988     MONUMENTED       PMC
 AR1817
 AR1817                          STATION DESCRIPTION
 AR1817
 AR1817'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1817'THE STATION IS LOCATED ABOUT 27.3 KM (17.0 MI)
 AR1817'WEST-SOUTHWEST OF GAINESVILLE.
 AR1817'OWNERSHIP--PRIVATE.
 AR1817'
 AR1817'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1817'SR 24 IN ARCHER, GO NORTH FOR 3.9 KM (2.4 MI) ON U.S. 41 TO
 AR1817'ACR SW 22 RUNNING EAST FROM U.S. 41 AND A PRIVATE LIMEROCK GRADED
 AR1817'ROAD RUNNING WEST FROM U.S. 41,
 AR1817'TURN LEFT AND GO WEST FOR 4.8 KM (3 MI) ON LIMEROCK ROAD TO A
 AR1817'90 DEGREE DEF. TO THE LEFT,
 AR1817'FOLLOW ROAD AND GO SOUTH FOR 2.4 KM (1.5 MI) TO THE STATION ON THE
 AR1817'RIGHT.  THE STATION IS 8.2 METERS (27 FT) WEST OF THE LIMEROCK
 AR1817'ROAD, 2.4 METERS (8 FT) EAST OF A FENCE LINE, AND
 AR1817'67.1 METERS (220 FT) NORTH OF A 90 DEGREE DEF. TO THE LEFT IN
 AR1817'LIMEROCK ROAD.
 AR1817'
 AR1817'THE STATION IS A STANDARD AC GIS DISK
 AR1817'STAMPED---STATION A213---,
 AR1817'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1817'6.39 METERS (20.89 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET,
 AR1817'26.33 METERS (86.39 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1817'IN 4 IN OAK,
 AR1817'28.16 METERS (92.38 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1817'SET,
 AR1817'30.35 METERS (99.58 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1817'IN 18 IN PINE,
 AR1817'2.4 METERS (8.0 FT) SOUTHEAST FROM A CARSONITE WITNESS POST SET.
 AR1817'
 AR1817'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1817'STAMPED---AZIMUTH A214---,
 AR1817'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1817'45.76 METERS (150.12 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1817'SET IN POWER POLE,
 AR1817'46.13 METERS (151.35 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1817'SET IN POWER POLE,
 AR1817'23.61 METERS (77.47 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1817'0.9 METERS (3.0 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1817'TO REACH THE AZIMUTH FROM THE STATION,
 AR1817'GO NORTH FOR 548.6 METERS (1800 FT) ON LIMEROCK ROAD TO THE AZIMUTH.
 AR1817'THE AZIMUTH MARK IS 5.5 METERS (18 FT) WEST OF THE LIMEROCK ROAD,
 AR1817'26.2 METERS (86 FT) WEST OF A FENCE CORNER ON THE EAST R/W LINE OF
 AR1817'LIMEROCK ROAD, AND 7.0 METERS (23 FT) EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1209 ***********************************************************************
 AK1209  DESIGNATION -  A 214
 AK1209  PID         -  AK1209
 AK1209  STATE/COUNTY-  FL/BREVARD
 AK1209  USGS QUAD   -  FALSE CAPE (1984)
 AK1209
 AK1209                         *CURRENT SURVEY CONTROL
 AK1209  ___________________________________________________________________
 AK1209* NAD 83(1986)-  28 33 39.     (N)    080 34 39.     (W)     SCALED    
 AK1209* NAVD 88     -         4.505  (meters)      14.78   (feet)  ADJUSTED  
 AK1209  ___________________________________________________________________
 AK1209  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK1209  DYNAMIC HT  -           4.499 (meters)      14.76  (feet)  COMP
 AK1209  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 AK1209
 AK1209  VERT ORDER  -  FIRST     CLASS II
 AK1209
 AK1209.The horizontal coordinates were scaled from a topographic map and have
 AK1209.an estimated accuracy of +/- 6 seconds.
 AK1209
 AK1209.The orthometric height was determined by differential leveling
 AK1209.and adjusted by the National Geodetic Survey in June 1991..
 AK1209
 AK1209.The geoid height was determined by GEOID03.
 AK1209
 AK1209.The dynamic height is computed by dividing the NAVD 88
 AK1209.geopotential number by the normal gravity value computed on the
 AK1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1209.degrees latitude (g = 980.6199 gals.).
 AK1209
 AK1209.The modeled gravity was interpolated from observed gravity values.
 AK1209
 AK1209;                    North         East    Units  Estimated Accuracy
 AK1209;SPC FL E     -   468,430.      241,340.      MT  (+/- 180 meters Scaled)
 AK1209
 AK1209                          SUPERSEDED SURVEY CONTROL
 AK1209
 AK1209  NGVD 29 (??/??/92)    4.885  (m)           16.03   (f) ADJ UNCH    1 2
 AK1209
 AK1209.Superseded values are not recommended for survey control.
 AK1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1209.See file dsdata.txt to determine how the superseded data were derived.
 AK1209
 AK1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM413594(NAD 83)
 AK1209_MARKER: DB = BENCH MARK DISK
 AK1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1209_SP_SET: CULVERT
 AK1209_STAMPING: A 214 1964
 AK1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1209
 AK1209  HISTORY     - Date     Condition        Report By
 AK1209  HISTORY     - 1964     MONUMENTED       CGS
 AK1209  HISTORY     - 1970     GOOD             NGS
 AK1209
 AK1209                          STATION DESCRIPTION
 AK1209
 AK1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1209'AT CAPE KENNEDY.
 AK1209'8 FEET WEST OF A RAIL TO A RAILROAD TRACK, 2 FEET SOUTH-SOUTHEAST
 AK1209'OF A METAL WITNESS POST AND SIGN AND 18 INCHES NORTH OF THE
 AK1209'SOUTH END OF A CONCRETE CULVERT.  THE DISK IS CEMENTED IN A
 AK1209'DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT AND IS FLUSH
 AK1209'WITH THE SURFACE.  TO REACH FROM THE CENTRAL CONTROL BUILDING ON
 AK1209'CAPE KENNEDY, GO SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN
 AK1209'RIGHT NORTHWEST FOR 0.15 MILE TO A CROSSROADS, TURN RIGHT
 AK1209'NORTHERLY FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT WESTERLY
 AK1209'AND NORTHERLY FOR 2.7 MILES.  HERE CONTINUE NORTHEAST AND NORTH
 AK1209'FOR 2.65 MILES TO THE MARK ON THE LEFT.  NOTE-- BM IS ABOUT 200
 AK1209'FT. INSIDE GATE AT COMPLEX 40.  WITNESS SIGN CAN BE SEEN FROM
 AK1209'GUARD HOUSE.
 AK1209
 AK1209                          STATION RECOVERY (1970)
 AK1209
 AK1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5074 ***********************************************************************
 AK5074  DESIGNATION -  A 215
 AK5074  PID         -  AK5074
 AK5074  STATE/COUNTY-  FL/BREVARD
 AK5074  USGS QUAD   -  ORSINO (1976)
 AK5074
 AK5074                         *CURRENT SURVEY CONTROL
 AK5074  ___________________________________________________________________
 AK5074* NAD 83(1986)-  28 31 26.     (N)    080 39 20.     (W)     SCALED    
 AK5074* NAVD 88     -         3.053  (meters)      10.02   (feet)  ADJUSTED  
 AK5074  ___________________________________________________________________
 AK5074  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK5074  DYNAMIC HT  -           3.049 (meters)      10.00  (feet)  COMP
 AK5074  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 AK5074
 AK5074  VERT ORDER  -  FIRST     CLASS II
 AK5074
 AK5074.The horizontal coordinates were scaled from a topographic map and have
 AK5074.an estimated accuracy of +/- 6 seconds.
 AK5074
 AK5074.The orthometric height was determined by differential leveling
 AK5074.and adjusted by the National Geodetic Survey in June 1991..
 AK5074
 AK5074.The geoid height was determined by GEOID03.
 AK5074
 AK5074.The dynamic height is computed by dividing the NAVD 88
 AK5074.geopotential number by the normal gravity value computed on the
 AK5074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5074.degrees latitude (g = 980.6199 gals.).
 AK5074
 AK5074.The modeled gravity was interpolated from observed gravity values.
 AK5074
 AK5074;                    North         East    Units  Estimated Accuracy
 AK5074;SPC FL E     -   464,310.      233,710.      MT  (+/- 180 meters Scaled)
 AK5074
 AK5074                          SUPERSEDED SURVEY CONTROL
 AK5074
 AK5074  NGVD 29 (??/??/92)    3.44   (m)           11.3    (f) COMPUTED    1 2
 AK5074
 AK5074.Superseded values are not recommended for survey control.
 AK5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5074.See file dsdata.txt to determine how the superseded data were derived.
 AK5074
 AK5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM337552(NAD 83)
 AK5074_MARKER: DB = BENCH MARK DISK
 AK5074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5074_SP_SET: SIDEWALK
 AK5074_STAMPING: A 215 1965
 AK5074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5074
 AK5074  HISTORY     - Date     Condition        Report By
 AK5074  HISTORY     - 1965     MONUMENTED       CGS
 AK5074
 AK5074                          STATION DESCRIPTION
 AK5074
 AK5074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK5074'AT MERRITT ISLAND LAUNCH AREA.
 AK5074'LOCATED AT THE NASA CENTRAL INSTRUMENTATION FACILITY BUILDING.
 AK5074'33 FEET NORTH OF A CONCRETE CURB AND PARKING RAMP, 13 FEET EAST
 AK5074'OF THE SOUTHEAST CORNER OF THE INSTRUMENTATION BUILDING AND
 AK5074'12 INCHES WEST OF THE EAST EDGE OF A SIDEWALK.  THE DISK IS
 AK5074'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK FLUSH WITH THE
 AK5074'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1818 ***********************************************************************
 AR1818  DESIGNATION -  A 215
 AR1818  PID         -  AR1818
 AR1818  STATE/COUNTY-  FL/ALACHUA
 AR1818  USGS QUAD   -  NEWBERRY SW (1968)
 AR1818
 AR1818                         *CURRENT SURVEY CONTROL
 AR1818  ___________________________________________________________________
 AR1818* NAD 83(1999)-  29 32 11.46521(N)    082 37 31.95120(W)     ADJUSTED  
 AR1818* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 AR1818  ___________________________________________________________________
 AR1818  X           -     712,845.118 (meters)                     COMP
 AR1818  Y           -  -5,507,826.268 (meters)                     COMP
 AR1818  Z           -   3,125,777.028 (meters)                     COMP
 AR1818  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AR1818  ELLIP HEIGHT-          -0.24  (meters)          (06/12/02) GPS OBS
 AR1818  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AR1818
 AR1818  HORZ ORDER  -  SECOND
 AR1818  ELLP ORDER  -  FOURTH    CLASS I
 AR1818
 AR1818.The horizontal coordinates were established by GPS observations
 AR1818.and adjusted by the National Geodetic Survey in June 2002..
 AR1818
 AR1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1818
 AR1818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1818
 AR1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1818
 AR1818.The ellipsoidal height was determined by GPS observations
 AR1818.and is referenced to NAD 83.
 AR1818
 AR1818.The geoid height was determined by GEOID03.
 AR1818
 AR1818;                    North         East     Units Scale Factor Converg.
 AR1818;SPC FL N     -    60,965.726   781,687.359   MT  1.00000859   +0 56 31.1
 AR1818;SPC FL N     -   200,018.39  2,564,585.94   sFT  1.00000859   +0 56 31.1
 AR1818;UTM  17      - 3,268,531.317   342,485.898   MT  0.99990614   -0 48 05.5
 AR1818
 AR1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1818!SPC FL N     -   1.00000004  x   1.00000859  =   1.00000863
 AR1818!UTM  17      -   1.00000004  x   0.99990614  =   0.99990618
 AR1818
 AR1818                          SUPERSEDED SURVEY CONTROL
 AR1818
 AR1818  NAD 83(1990)-  29 32 11.46425(N)    082 37 31.95144(W) AD(       ) 2
 AR1818  ELLIP H (05/01/91)   -0.23   (m)                       GP(       ) 4 1
 AR1818  NAD 83(1986)-  29 32 11.47196(N)    082 37 31.95883(W) AD(       ) 2
 AR1818  NGVD 29 (11/17/89)   27.9    (m)           92.     (f) GPS OBS        
 AR1818
 AR1818.Superseded values are not recommended for survey control.
 AR1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1818.See file dsdata.txt to determine how the superseded data were derived.
 AR1818
 AR1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4248668531(NAD 83)
 AR1818_MARKER: DD = SURVEY DISK
 AR1818_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1818_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1818_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1818+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1818
 AR1818  HISTORY     - Date     Condition        Report By
 AR1818  HISTORY     - 1988     MONUMENTED       PMC
 AR1818
 AR1818                          STATION DESCRIPTION
 AR1818
 AR1818'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1818'THE STATION IS LOCATED ABOUT 30.9 KM (19.2 MI)
 AR1818'WEST-SOUTHWEST OF GAINESVILLE.
 AR1818'OWNERSHIP--PRIVATE.
 AR1818'
 AR1818'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND ACR 337 IN
 AR1818'NEWBERRY, GO SOUTHWEST FOR 13.7 KM (8.5 MI) ON ACR 337 TO THE
 AR1818'ALACHUA-LEVY COUNTY LINE AND A PRIVATE LIMEROCK ROAD,
 AR1818'TURN LEFT AND GO EAST FOR 1.4 KM (0.85 MI) ON LIMEROCK ROAD TO THE
 AR1818'STATION ON THE LEFT.  THE STATION IS 7.3 METERS (24 FT) NORTH OF A
 AR1818'POWER POLE IN A FENCE LINE ON THE NORTH SIDE OF THE LIMEROCK ROAD,
 AR1818'AND 54.2 METERS (178 FT) WEST OF A FENCE LINE RUNNING NORTH.
 AR1818'
 AR1818'THE STATION IS A STANDARD AC GIS DISK
 AR1818'STAMPED---STATION A215---,
 AR1818'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1818'7.52 METERS (24.68 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1818'POWER POLE,
 AR1818'3.31 METERS (10.86 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1818'2.99 METERS (9.80 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1818'3.48 METERS (11.43 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1818'7.6 METERS (25.0 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1818'
 AR1818'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1818'STAMPED---AZIMUTH A216---,
 AR1818'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1818'8.31 METERS (27.27 FT) SOUTH FROM A 4 X 4 CONCRETE MONUMENT
 AR1818'PLS 2115,
 AR1818'21.07 METERS (69.14 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1818'IN 16 IN PINE,
 AR1818'9.13 METERS (29.94 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1818'6 IN OAK,
 AR1818'4.48 METERS (14.70 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1818'SET,
 AR1818'0.2 METERS (0.7 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1818'TO REACH THE AZIMUTH FROM THE STATION,
 AR1818'GO WEST FOR 557.8 METERS (1830 FT) ON LIMEROCK ROAD TO THE AZIMUTH
 AR1818'MARK.  THE AZIMUTH MARK IS 0.9 METERS (3 FT) SOUTH OF THE ROAD ON A
 AR1818'SOUTHERLY PROJECTION OF A NEW FENCE LINE RUNNING NORTH, AND
 AR1818'21.0 METERS (69 FT) SOUTHEAST FROM AN 18 IN LONG LEAF PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1076 ***********************************************************************
 AK1076  DESIGNATION -  A 215 RESET 1966
 AK1076  PID         -  AK1076
 AK1076  STATE/COUNTY-  FL/BREVARD
 AK1076  USGS QUAD   -  ORSINO (1976)
 AK1076
 AK1076                         *CURRENT SURVEY CONTROL
 AK1076  ___________________________________________________________________
 AK1076* NAD 83(1986)-  28 31 26.     (N)    080 39 20.     (W)     SCALED    
 AK1076* NAVD 88     -         3.055  (meters)      10.02   (feet)  ADJUSTED  
 AK1076  ___________________________________________________________________
 AK1076  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK1076  DYNAMIC HT  -           3.051 (meters)      10.01  (feet)  COMP
 AK1076  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 AK1076
 AK1076  VERT ORDER  -  FIRST     CLASS II
 AK1076
 AK1076.The horizontal coordinates were scaled from a topographic map and have
 AK1076.an estimated accuracy of +/- 6 seconds.
 AK1076
 AK1076.The orthometric height was determined by differential leveling
 AK1076.and adjusted by the National Geodetic Survey in June 1991..
 AK1076
 AK1076.The geoid height was determined by GEOID03.
 AK1076
 AK1076.The dynamic height is computed by dividing the NAVD 88
 AK1076.geopotential number by the normal gravity value computed on the
 AK1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1076.degrees latitude (g = 980.6199 gals.).
 AK1076
 AK1076.The modeled gravity was interpolated from observed gravity values.
 AK1076
 AK1076;                    North         East    Units  Estimated Accuracy
 AK1076;SPC FL E     -   464,310.      233,710.      MT  (+/- 180 meters Scaled)
 AK1076
 AK1076                          SUPERSEDED SURVEY CONTROL
 AK1076
 AK1076  NGVD 29 (??/??/92)    3.442  (m)           11.29   (f) ADJ UNCH    1 2
 AK1076
 AK1076.Superseded values are not recommended for survey control.
 AK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1076.See file dsdata.txt to determine how the superseded data were derived.
 AK1076
 AK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM337552(NAD 83)
 AK1076_MARKER: DB = BENCH MARK DISK
 AK1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1076_SP_SET: SIDEWALK
 AK1076_STAMPING: A 215 RESET 1966
 AK1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1076
 AK1076  HISTORY     - Date     Condition        Report By
 AK1076  HISTORY     - 1966     MONUMENTED       CGS
 AK1076
 AK1076                          STATION DESCRIPTION
 AK1076
 AK1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK1076'AT MERRITT ISLAND LAUNCH AREA.
 AK1076'LOCATED AT THE NASA CENTRAL INSTRUMENTATION FACILITY BUILDING.
 AK1076'THE MARK IS 46 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AK1076'INSTRUMENTATION BUILDING, 10 FEET NORTH OF THE APPROXIMATE
 AK1076'CENTER OF A STREET RUNNING EAST AND WEST, AND 18 FEET EAST OF
 AK1076'A FIREPLUG.  THE DISK IS CEMENTED IN A DRILL HOLE IN A CONCRETE
 AK1076'SIDEWALK, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2310 ***********************************************************************
 AK2310  DESIGNATION -  A 216
 AK2310  PID         -  AK2310
 AK2310  STATE/COUNTY-  FL/BREVARD
 AK2310  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2310
 AK2310                         *CURRENT SURVEY CONTROL
 AK2310  ___________________________________________________________________
 AK2310* NAD 83(1986)-  28 28 44.     (N)    080 33 59.     (W)     SCALED    
 AK2310* NAVD 88     -         2.525  (meters)       8.28   (feet)  ADJUSTED  
 AK2310  ___________________________________________________________________
 AK2310  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2310  DYNAMIC HT  -           2.522 (meters)       8.27  (feet)  COMP
 AK2310  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 AK2310
 AK2310  VERT ORDER  -  FIRST     CLASS II
 AK2310
 AK2310.The horizontal coordinates were scaled from a topographic map and have
 AK2310.an estimated accuracy of +/- 6 seconds.
 AK2310
 AK2310.The orthometric height was determined by differential leveling
 AK2310.and adjusted by the National Geodetic Survey in June 1991..
 AK2310
 AK2310.The geoid height was determined by GEOID03.
 AK2310
 AK2310.The dynamic height is computed by dividing the NAVD 88
 AK2310.geopotential number by the normal gravity value computed on the
 AK2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2310.degrees latitude (g = 980.6199 gals.).
 AK2310
 AK2310.The modeled gravity was interpolated from observed gravity values.
 AK2310
 AK2310;                    North         East    Units  Estimated Accuracy
 AK2310;SPC FL E     -   459,360.      242,460.      MT  (+/- 180 meters Scaled)
 AK2310
 AK2310                          SUPERSEDED SURVEY CONTROL
 AK2310
 AK2310  NGVD 29 (??/??/92)    2.897  (m)            9.50   (f) ADJ UNCH    1 2
 AK2310
 AK2310.Superseded values are not recommended for survey control.
 AK2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2310.See file dsdata.txt to determine how the superseded data were derived.
 AK2310
 AK2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM424503(NAD 83)
 AK2310_MARKER: DB = BENCH MARK DISK
 AK2310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2310_SP_SET: CONCRETE PAD
 AK2310_STAMPING: A 216 1966
 AK2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2310
 AK2310  HISTORY     - Date     Condition        Report By
 AK2310  HISTORY     - 1966     MONUMENTED       CGS
 AK2310
 AK2310                          STATION DESCRIPTION
 AK2310
 AK2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK2310'AT CAPE KENNEDY.
 AK2310'LOCATED NEAR THE SOUTHWEST CORNER OF THE DEEP SPACE INSTRUMENTATION
 AK2310'FACILITY BUILDING, IN THE SOUTH CORNER OF A 5 X 7 FOOT CONCRETE
 AK2310'PAD, 4.5 FEET SOUTH OF THE SOUTH SIDE OF THE BUILDING, 1 FOOT
 AK2310'EAST OF THE WEST EDGE OF THE PAD AND 6-INCHES NORTH OF THE SOUTH
 AK2310'EDGE OF THE PAD.  THE DISK IS SET IN A DRILL HOLE WITH CONCRETE
 AK2310'FLUSH WITH THE TOP SURFACE OF THE CONCRETE PAD.  TO REACH FROM
 AK2310'THE T-INTERSECTION OF THE MAIN CAPE ROAD AND CENTRAL CONTROL
 AK2310'ROAD.  GO EASTERLY ON CENTRAL CONTROL ROAD FOR 1.05 MILE TO A
 AK2310'SIGN DEEP SPACE INSTRUMENTATION FACILITY AND A BLACKTOP ROAD
 AK2310'ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE BLACKTOP ROAD
 AK2310'FOR 0.35 MILE TO THE NORTHWEST CORNER OF THE DEEP SPACE
 AK2310'INSTRUMENTATION FACILITY BUILDING.  TURN LEFT AND GO SOUTH ALONG
 AK2310'THE WEST SIDE OF THE BUILDING FOR 0.05 MILE TO THE MARK ON THE
 AK2310'LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6914 ***********************************************************************
 AK6914  DESIGNATION -  A 216 RESET
 AK6914  PID         -  AK6914
 AK6914  STATE/COUNTY-  FL/BREVARD
 AK6914  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK6914
 AK6914                         *CURRENT SURVEY CONTROL
 AK6914  ___________________________________________________________________
 AK6914* NAD 83(1986)-  28 28 44.     (N)    080 33 59.     (W)     SCALED    
 AK6914* NAVD 88     -         2.71   (meters)       8.9    (feet)  RESET     
 AK6914  ___________________________________________________________________
 AK6914  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6914
 AK6914  VERT ORDER  -  THIRD
 AK6914
 AK6914.The horizontal coordinates were scaled from a topographic map and have
 AK6914.an estimated accuracy of +/- 6 seconds.
 AK6914
 AK6914.The orthometric height was computed from unverified reset data.
 AK6914.No vertical observational check was made to the station.
 AK6914
 AK6914.The geoid height was determined by GEOID03.
 AK6914
 AK6914;                    North         East    Units  Estimated Accuracy
 AK6914;SPC FL E     -   459,360.      242,460.      MT  (+/- 180 meters Scaled)
 AK6914
 AK6914                          SUPERSEDED SURVEY CONTROL
 AK6914
 AK6914  NGVD 29 (08/19/04)    3.08   (m)           10.1    (f) RESET       3  
 AK6914
 AK6914.Superseded values are not recommended for survey control.
 AK6914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6914.See file dsdata.txt to determine how the superseded data were derived.
 AK6914
 AK6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM424503(NAD 83)
 AK6914_MARKER: DB = BENCH MARK DISK
 AK6914_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK6914+WITH SETTING: PAVEMENT
 AK6914_SP_SET: FOOTING
 AK6914_STAMPING: A 216 RESET 1985
 AK6914_MARK LOGO: NGS   
 AK6914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6914+STABILITY: SURFACE MOTION
 AK6914
 AK6914  HISTORY     - Date     Condition        Report By
 AK6914  HISTORY     - 1985     MONUMENTED       NGS
 AK6914
 AK6914                          STATION DESCRIPTION
 AK6914
 AK6914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AK6914'IN CAPE CANAVERAL.
 AK6914'1.76 KM (1.10 MI) EAST ALONG CENTRAL CONTROL ROAD AT CAPE CANAVERAL
 AK6914'CONTROL CENTER FROM ITS JUNCTION WITH CAPE ROAD AT THE SECURITY
 AK6914'POLICE HEADQUARTERS, THENCE SOUTH ALONG SURFACED ROAD FOR 0.48 KM
 AK6914'(0.30 MI) TO CPOCC-DFIF FACILITY BUILDING 27200, 85.0 FEET (25.91 M)
 AK6914'SOUTHEAST OF A FIRE HYDRANT, 36.5 FEET (11.12 M) SOUTH OF THE
 AK6914'SOUTHWEST CORNER OF BUILDING 27200, 14.8 FEET (4.51 M) NORTHWEST OF
 AK6914'THE SOUTHWEST CORNER OF BUILDING 27200 AND 1.0 FOOT (.30) WEST OF THE
 AK6914'SOUTHWEST LEG OF THE LARGE AIR CONDITIONER UNIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1819 ***********************************************************************
 AR1819  DESIGNATION -  A 217
 AR1819  PID         -  AR1819
 AR1819  STATE/COUNTY-  FL/ALACHUA
 AR1819  USGS QUAD   -  ARCHER (1993)
 AR1819
 AR1819                         *CURRENT SURVEY CONTROL
 AR1819  ___________________________________________________________________
 AR1819* NAD 83(1999)-  29 34 05.37405(N)    082 36 22.37409(W)     ADJUSTED  
 AR1819* NAVD 88     -        17.2    (meters)      56.     (feet)  VERTCON   
 AR1819  ___________________________________________________________________
 AR1819  X           -     714,479.166 (meters)                     COMP
 AR1819  Y           -  -5,505,860.814 (meters)                     COMP
 AR1819  Z           -   3,128,822.763 (meters)                     COMP
 AR1819  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AR1819  ELLIP HEIGHT-         -10.92  (meters)          (06/12/02) GPS OBS
 AR1819  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AR1819
 AR1819  HORZ ORDER  -  SECOND
 AR1819  ELLP ORDER  -  FOURTH    CLASS I
 AR1819
 AR1819.The horizontal coordinates were established by GPS observations
 AR1819.and adjusted by the National Geodetic Survey in June 2002..
 AR1819
 AR1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1819
 AR1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1819
 AR1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1819
 AR1819.The ellipsoidal height was determined by GPS observations
 AR1819.and is referenced to NAD 83.
 AR1819
 AR1819.The geoid height was determined by GEOID03.
 AR1819
 AR1819;                    North         East     Units Scale Factor Converg.
 AR1819;SPC FL N     -    64,503.501   783,502.258   MT  1.00000271   +0 57 06.0
 AR1819;SPC FL N     -   211,625.24  2,570,540.32   sFT  1.00000271   +0 57 06.0
 AR1819;UTM  17      - 3,272,011.861   344,407.425   MT  0.99989871   -0 47 33.9
 AR1819
 AR1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1819!SPC FL N     -   1.00000172  x   1.00000271  =   1.00000443
 AR1819!UTM  17      -   1.00000172  x   0.99989871  =   0.99990042
 AR1819
 AR1819                          SUPERSEDED SURVEY CONTROL
 AR1819
 AR1819  NAD 83(1990)-  29 34 05.37294(N)    082 36 22.37415(W) AD(       ) 2
 AR1819  ELLIP H (05/01/91)  -10.90   (m)                       GP(       ) 4 1
 AR1819  NAD 83(1986)-  29 34 05.38056(N)    082 36 22.38137(W) AD(       ) 2
 AR1819  NGVD 29 (11/17/89)   17.4    (m)           57.     (f) GPS OBS        
 AR1819
 AR1819.Superseded values are not recommended for survey control.
 AR1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1819.See file dsdata.txt to determine how the superseded data were derived.
 AR1819
 AR1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4440772012(NAD 83)
 AR1819_MARKER: DD = SURVEY DISK
 AR1819_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1819_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1819_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1819+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1819
 AR1819  HISTORY     - Date     Condition        Report By
 AR1819  HISTORY     - 1988     MONUMENTED       PMC
 AR1819
 AR1819                          STATION DESCRIPTION
 AR1819
 AR1819'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1819'THE STATION IS LOCATED ABOUT 27.7 KM (17.2 MI)
 AR1819'WEST-SOUTHWEST OF GAINESVILLE.
 AR1819'OWNERSHIP--ACR SW 7 R/W.
 AR1819'
 AR1819'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1819'AND SR 26 IN NEWBERRY, GO SOUTH FOR 4.7 KM (2.9 MI) ON U.S. 41 TO
 AR1819'THE INTERSECTION WITH ACR SW 28,
 AR1819'TURN RIGHT AND GO WEST FOR 1.9 KM (1.2 MI) ON SW 28 TO ACR SW 7
 AR1819'(LIMEROCK GRADE),
 AR1819'TURN LEFT AND GO SOUTH FOR 4.7 KM (2.9 MI) ON SW 7 TO THE STATION
 AR1819'ON THE LEFT.  THE STATION IS 1.8 METERS (6 FT) EAST OF THE EAST
 AR1819'EDGE OF GRADE, 5.8 METERS (19 FT) WEST OF A FENCE LINE, AND
 AR1819'5.2 METERS (17 FT) NORTHWEST OF A POWER POLE.
 AR1819'
 AR1819'THE STATION IS A STANDARD AC GIS DISK
 AR1819'STAMPED---STATION A217---,
 AR1819'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1819'20.95 METERS (68.74 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1819'SET,
 AR1819'19.42 METERS (63.70 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1819'SET,
 AR1819'14.55 METERS (47.75 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1819'SET,
 AR1819'5.25 METERS (17.22 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1819'IN POWER POLE,
 AR1819'0.8 METERS (2.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1819'
 AR1819'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1819'STAMPED---AZIMUTH A218---,
 AR1819'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1819'11.04 METERS (36.22 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1819'2.72 METERS (8.91 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1819'POWER POLE,
 AR1819'18.98 METERS (62.26 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1819'IN GUY POLE,
 AR1819'0.6 METERS (2.0 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1819'TO REACH THE AZIMUTH FROM THE STATION,
 AR1819'GO NORTH FOR 1036 METERS (3400 FT) ON SW 7 TO THE AZIMUTH MARK.
 AR1819'THE AZIMUTH MARK IS 1.8 METERS (6 FT) EAST OF THE EAST EDGE OF
 AR1819'GRADE, AND 2.7 METERS (9 FT) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1820 ***********************************************************************
 AR1820  DESIGNATION -  A 219
 AR1820  PID         -  AR1820
 AR1820  STATE/COUNTY-  FL/ALACHUA
 AR1820  USGS QUAD   -  ARCHER (1993)
 AR1820
 AR1820                         *CURRENT SURVEY CONTROL
 AR1820  ___________________________________________________________________
 AR1820* NAD 83(1999)-  29 36 36.11883(N)    082 36 20.36357(W)     ADJUSTED  
 AR1820* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 AR1820  ___________________________________________________________________
 AR1820  X           -     714,238.541 (meters)                     COMP
 AR1820  Y           -  -5,503,586.173 (meters)                     COMP
 AR1820  Z           -   3,132,861.884 (meters)                     COMP
 AR1820  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AR1820  ELLIP HEIGHT-          -4.98  (meters)          (06/12/02) GPS OBS
 AR1820  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AR1820
 AR1820  HORZ ORDER  -  SECOND
 AR1820  ELLP ORDER  -  FOURTH    CLASS I
 AR1820
 AR1820.The horizontal coordinates were established by GPS observations
 AR1820.and adjusted by the National Geodetic Survey in June 2002..
 AR1820
 AR1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1820
 AR1820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1820
 AR1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1820
 AR1820.The ellipsoidal height was determined by GPS observations
 AR1820.and is referenced to NAD 83.
 AR1820
 AR1820.The geoid height was determined by GEOID03.
 AR1820
 AR1820;                    North         East     Units Scale Factor Converg.
 AR1820;SPC FL N     -    69,145.251   783,479.255   MT  0.99999540   +0 57 07.0
 AR1820;SPC FL N     -   226,854.04  2,570,464.86   sFT  0.99999540   +0 57 07.0
 AR1820;UTM  17      - 3,276,651.693   344,525.762   MT  0.99989826   -0 47 36.6
 AR1820
 AR1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1820!SPC FL N     -   1.00000078  x   0.99999540  =   0.99999618
 AR1820!UTM  17      -   1.00000078  x   0.99989826  =   0.99989904
 AR1820
 AR1820                          SUPERSEDED SURVEY CONTROL
 AR1820
 AR1820  NAD 83(1990)-  29 36 36.11768(N)    082 36 20.36346(W) AD(       ) 2
 AR1820  ELLIP H (05/01/91)   -4.95   (m)                       GP(       ) 4 1
 AR1820  NAD 83(1986)-  29 36 36.12493(N)    082 36 20.37005(W) AD(       ) 2
 AR1820  NGVD 29 (11/17/89)   23.4    (m)           77.     (f) GPS OBS        
 AR1820
 AR1820.Superseded values are not recommended for survey control.
 AR1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1820.See file dsdata.txt to determine how the superseded data were derived.
 AR1820
 AR1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4452676652(NAD 83)
 AR1820_MARKER: DD = SURVEY DISK
 AR1820_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1820_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1820_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1820+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1820
 AR1820  HISTORY     - Date     Condition        Report By
 AR1820  HISTORY     - 1988     MONUMENTED       PMC
 AR1820
 AR1820                          STATION DESCRIPTION
 AR1820
 AR1820'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1820'THE STATION IS LOCATED ABOUT 26.5 KM (16.5 MI)
 AR1820'WEST-SOUTHWEST OF GAINESVILLE.
 AR1820'OWNERSHIP--ACR SW 28 R/W.
 AR1820'
 AR1820'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1820'SR 26 IN NEWBERRY, GO SOUTH FOR 4.7 KM (2.9 MI) ON U.S. 41 TO THE
 AR1820'INTERSECTION WITH ACR SW 28 (PAVED),
 AR1820'TURN RIGHT AND GO WEST FOR 1.9 KM (1.15 MI) ON SW 28 TO THE STATION
 AR1820'ON THE RIGHT IN THE R/W OF SW 28.
 AR1820'THE STATION IS 1.2 METERS (4 FT) NORTH OF THE PAVEMENT,
 AR1820'8.0 METERS (26 FT) SOUTH OF THE NORTH R/W FENCE LINE OF ACR SW 28,
 AR1820'36.3 METERS (119 FT) NORTHWEST OF A POWER POLE, AND
 AR1820'65.5 METERS (215 FT) EAST OF THE CENTERLINE OF ACR SW 7.
 AR1820'
 AR1820'THE STATION IS A STANDARD AC GIS DISK
 AR1820'STAMPED---STATION A219---,
 AR1820'SET INTO THE GROUND 36 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1820'36.33 METERS (119.18 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1820'SET IN POWER POLE,
 AR1820'58.37 METERS (191.50 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1820'SET IN POWER POLE,
 AR1820'55.88 METERS (183.33 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1820'SET IN GUY POLE,
 AR1820'23.88 METERS (76.72 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1820'SET,
 AR1820'1.4 METERS (4.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1820'
 AR1820'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1820'STAMPED---AZIMUTH A220---,
 AR1820'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1820'8.29 METERS (27.20 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1820'18 IN OAK,
 AR1820'20.77 METERS (68.13 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1820'IN 12 IN OAK,
 AR1820'35.55 METERS (116.62 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1820'SET IN 10 IN OAK,
 AR1820'6.7 METERS (22 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1820'TO REACH THE AZIMUTH FROM THE STATION,
 AR1820'GO EAST FOR 594.4 METERS (1950 FT) ON ACR SW 28 TO THE AZIMUTH MARK
 AR1820'ON THE NORTH SIDE.  THE AZIMUTH MARK IS 1.2 METERS (4 FT) NORTH OF
 AR1820'THE PAVEMENT, AND 8.2 METERS (27 FT) SOUTH OF AN 18 IN LIVE OAK IN
 AR1820'THE NORTH R/W FENCE LINE OF ACR SW 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0747 ***********************************************************************
 AR0747  DESIGNATION -  A 22 RESET
 AR0747  PID         -  AR0747
 AR0747  STATE/COUNTY-  FL/LEVY
 AR0747  USGS QUAD   -  WILLISTON (1976)
 AR0747
 AR0747                         *CURRENT SURVEY CONTROL
 AR0747  ___________________________________________________________________
 AR0747* NAD 83(1986)-  29 23 11.     (N)    082 26 49.     (W)     SCALED    
 AR0747* NAVD 88     -        22.968  (meters)      75.35   (feet)  ADJUSTED  
 AR0747  ___________________________________________________________________
 AR0747  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AR0747  DYNAMIC HT  -          22.936 (meters)      75.25  (feet)  COMP
 AR0747  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 AR0747
 AR0747  VERT ORDER  -  FIRST     CLASS I
 AR0747
 AR0747.The horizontal coordinates were scaled from a topographic map and have
 AR0747.an estimated accuracy of +/- 6 seconds.
 AR0747
 AR0747.The orthometric height was determined by differential leveling
 AR0747.and adjusted by the National Geodetic Survey in June 1991..
 AR0747
 AR0747.Photographs are available for this station.
 AR0747
 AR0747.The geoid height was determined by GEOID03.
 AR0747
 AR0747.The dynamic height is computed by dividing the NAVD 88
 AR0747.geopotential number by the normal gravity value computed on the
 AR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0747.degrees latitude (g = 980.6199 gals.).
 AR0747
 AR0747.The modeled gravity was interpolated from observed gravity values.
 AR0747
 AR0747;                    North         East    Units  Estimated Accuracy
 AR0747;SPC FL W     -   559,940.      156,620.      MT  (+/- 180 meters Scaled)
 AR0747
 AR0747                          SUPERSEDED SURVEY CONTROL
 AR0747
 AR0747  NGVD 29 (??/??/92)   23.214  (m)           76.16   (f) ADJ UNCH    1 1
 AR0747
 AR0747.Superseded values are not recommended for survey control.
 AR0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0747.See file dsdata.txt to determine how the superseded data were derived.
 AR0747
 AR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN595516(NAD 83)
 AR0747_MARKER: DB = BENCH MARK DISK
 AR0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0747_STAMPING: A 22 RESET 1955
 AR0747_MARK LOGO: CGS   
 AR0747_PROJECTION: FLUSH
 AR0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0747+STABILITY: SURFACE MOTION
 AR0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR0747+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2004
 AR0747
 AR0747  HISTORY     - Date     Condition        Report By
 AR0747  HISTORY     - 1955     MONUMENTED       CGS
 AR0747  HISTORY     - 1966     GOOD             NGS
 AR0747  HISTORY     - 19920418 GOOD             NGS
 AR0747  HISTORY     - 19970619 GOOD             USPSQD
 AR0747  HISTORY     - 20030826 GOOD             FLDEP
 AR0747  HISTORY     - 20030918 GOOD             FLDEP
 AR0747  HISTORY     - 20040125 GOOD             FLDEP
 AR0747
 AR0747                          STATION DESCRIPTION
 AR0747
 AR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0747'AT WILLISTON.
 AR0747'AT WILLISTON, ALONG THE SEABOARD AIR LINE RAILROAD, ABOUT 0.15
 AR0747'MILE SOUTH OF MILEPOST 730, ABOUT 63 YARDS NORTH OF AND ACROSS
 AR0747'NOBLE AVENUE FROM THE NORTHWEST CORNER OF THE RAILROAD STATION,
 AR0747'71.5 FEET NORTH OF THE NORTH CURB OF NOBLE AVENUE, 15.2 FEET
 AR0747'EAST OF THE EAST RAIL OF THE MAIN TRACK, 12.6 FEET WEST OF THE
 AR0747'WEST CURB OF EAST MAIN STREET, 21 FEET SOUTHWEST OF A TELEPHONE
 AR0747'POLE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN
 AR0747'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AR0747
 AR0747                          STATION RECOVERY (1992)
 AR0747
 AR0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AR0747'THE MARK IS IN WILLISTON, IN SECTION 6, T 12 S, R 19 E. THE MARK IS AT
 AR0747'THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH MAIN
 AR0747'STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN WILLISTON, IN THE GRASS
 AR0747'STRIP ON THE WEST SIDE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 AR0747'POST FLUSH WITH THE GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL
 AR0747'OF THE ROAD. LOCATED 100.0 FT (30.5 M) SOUTH OF THE SOUTH EDGE OF THE
 AR0747'SIDEWALK, 71.5 FT (21.8 M) NORTH OF THE NORTH CURB OF ALTERNATE 27
 AR0747'(NOBLE AVENUE), 45.1 FT (13.7 M) EAST OF THE 1.5 FT (0.5 M) HIGH
 AR0747'CINDER BLOCK RETAINING WALL ON THE WEST SIDE OF THE GRASS STRIP, AND
 AR0747'12.6 FT (3.8 M) WEST OF THE WEST CURB OF U.S. HIGHWAYS 27, 41 AND
 AR0747'STATE ROAD 121 (NORTH MAIN STREET). MARK WAS NOT LEVELED TO THIS DATE.
 AR0747
 AR0747                          STATION RECOVERY (1997)
 AR0747
 AR0747'RECOVERY NOTE BY US POWER SQUADRON 1997
 AR0747'RECOVERED IN GOOD CONDITION.
 AR0747
 AR0747                          STATION RECOVERY (2003)
 AR0747
 AR0747'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0747'RECOVERED AS DESCRIBED.
 AR0747
 AR0747                          STATION RECOVERY (2003)
 AR0747
 AR0747'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0747'RECOVERED AS DESCRIBED.
 AR0747
 AR0747                          STATION RECOVERY (2004)
 AR0747
 AR0747'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AR0747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1821 ***********************************************************************
 AR1821  DESIGNATION -  A 221
 AR1821  PID         -  AR1821
 AR1821  STATE/COUNTY-  FL/ALACHUA
 AR1821  USGS QUAD   -  NEWBERRY (1993)
 AR1821
 AR1821                         *CURRENT SURVEY CONTROL
 AR1821  ___________________________________________________________________
 AR1821* NAD 83(1999)-  29 39 17.14077(N)    082 36 24.48287(W)     ADJUSTED  
 AR1821* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 AR1821  ___________________________________________________________________
 AR1821  X           -     713,813.270 (meters)                     COMP
 AR1821  Y           -  -5,501,170.045 (meters)                     COMP
 AR1821  Z           -   3,137,171.774 (meters)                     COMP
 AR1821  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AR1821  ELLIP HEIGHT-          -4.27  (meters)          (06/12/02) GPS OBS
 AR1821  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AR1821
 AR1821  HORZ ORDER  -  SECOND
 AR1821  ELLP ORDER  -  FOURTH    CLASS I
 AR1821
 AR1821.The horizontal coordinates were established by GPS observations
 AR1821.and adjusted by the National Geodetic Survey in June 2002..
 AR1821
 AR1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1821
 AR1821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1821
 AR1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1821
 AR1821.The ellipsoidal height was determined by GPS observations
 AR1821.and is referenced to NAD 83.
 AR1821
 AR1821.The geoid height was determined by GEOID03.
 AR1821
 AR1821;                    North         East     Units Scale Factor Converg.
 AR1821;SPC FL N     -    74,100.653   783,286.116   MT  0.99998817   +0 57 05.0
 AR1821;SPC FL N     -   243,111.89  2,569,831.20   sFT  0.99998817   +0 57 05.0
 AR1821;UTM  17      - 3,281,610.216   344,483.702   MT  0.99989842   -0 47 42.6
 AR1821
 AR1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1821!SPC FL N     -   1.00000067  x   0.99998817  =   0.99998884
 AR1821!UTM  17      -   1.00000067  x   0.99989842  =   0.99989909
 AR1821
 AR1821                          SUPERSEDED SURVEY CONTROL
 AR1821
 AR1821  NAD 83(1990)-  29 39 17.13955(N)    082 36 24.48263(W) AD(       ) 2
 AR1821  ELLIP H (05/01/91)   -4.23   (m)                       GP(       ) 4 1
 AR1821  NAD 83(1986)-  29 39 17.14702(N)    082 36 24.48888(W) AD(       ) 2
 AR1821  NGVD 29 (11/17/89)   24.2    (m)           79.     (f) GPS OBS        
 AR1821
 AR1821.Superseded values are not recommended for survey control.
 AR1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1821.See file dsdata.txt to determine how the superseded data were derived.
 AR1821
 AR1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4448481610(NAD 83)
 AR1821_MARKER: DD = SURVEY DISK
 AR1821_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1821_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1821_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1821+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1821
 AR1821  HISTORY     - Date     Condition        Report By
 AR1821  HISTORY     - 1988     MONUMENTED       PMC
 AR1821  HISTORY     - 20031110 MARK NOT FOUND   LOCENG
 AR1821
 AR1821                          STATION DESCRIPTION
 AR1821
 AR1821'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1821'THE STATION IS LOCATED ABOUT 26.2 KM (16.3 MI)
 AR1821'WEST OF GAINESVILLE.
 AR1821'OWNERSHIP--U.S. HIGHWAY 41 R/W.
 AR1821'
 AR1821'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND
 AR1821'U.S. HIGHWAY 41 IN NEWBERRY, GO NORTH FOR 1.0 KM (0.6 MI) ON
 AR1821'U.S. 41 TO THE STATION ON THE LEFT IN THE GRASS MEDIAN OF THE
 AR1821'4-LANE HIGHWAY.  THE STATION IS 57.9 METERS (190 FT) SOUTH OF THE
 AR1821'NORTH END OF THE MEDIAN, 0.5 METERS (1.5 FT) EAST OF THE BACK OF
 AR1821'CURB ON THE WEST SIDE OF THE MEDIAN, AND 18.0 METERS (59 FT) NORTH
 AR1821'OF A 40 M.P.H. SPEED SIGN.
 AR1821'
 AR1821'THE STATION IS A STANDARD AC GIS DISK
 AR1821'STAMPED---STATION A221---,
 AR1821'SET INTO THE GROUND 33 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1821'40.60 METERS (133.20 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1821'SET IN POWER POLE,
 AR1821'36.36 METERS (119.29 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1821'SET IN POWER POLE,
 AR1821'26.12 METERS (85.69 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1821'10 IN PALM,
 AR1821'38.68 METERS (126.90 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1821'SET IN 12 IN BOX ELDER,
 AR1821'0.9 METERS (3 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1821'
 AR1821'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1821'STAMPED---AZIMUTH A222---,
 AR1821'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1821'43.76 METERS (143.57 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1821'SET IN POWER POLE,
 AR1821'13.93 METERS (45.70 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1821'POWER POLE,
 AR1821'14.84 METERS (48.68 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1821'14.6 METERS (48 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1821'TO REACH THE AZIMUTH FROM THE STATION,
 AR1821'GO NORTH FOR 591 METERS (1940 FT) ON U.S. 41 TO THE AZIMUTH MARK IN
 AR1821'THE R/W.  THE AZIMUTH MARK IS 1.8 METERS (6 FT) WEST OF THE
 AR1821'PAVEMENT ON AN EASTERLY PROJECTION OF A FENCE LINE RUNNING WEST
 AR1821'FROM THE WEST R/W LINE OF U.S. 41.
 AR1821
 AR1821                          STATION RECOVERY (2003)
 AR1821
 AR1821'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (MFM)
 AR1821'AREA IN WHICH MARK WAS LOCATED WAS DESTROYED IN NEW LEFT-TURN LANE FOR
 AR1821'HIGHWAY. REFERENCES TO SIGN POST AND WITNESS POST STILL VALID,
 AR1821'HOWEVER, MEDIAN WAS CUT AND PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0283 ***********************************************************************
 AQ0283  DESIGNATION -  A 222
 AQ0283  PID         -  AQ0283
 AQ0283  STATE/COUNTY-  FL/ST JOHNS
 AQ0283  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ0283
 AQ0283                         *CURRENT SURVEY CONTROL
 AQ0283  ___________________________________________________________________
 AQ0283* NAD 83(1986)-  29 53 31.     (N)    081 19 46.     (W)     SCALED    
 AQ0283* NAVD 88     -         4.275  (meters)      14.03   (feet)  ADJUSTED  
 AQ0283  ___________________________________________________________________
 AQ0283  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AQ0283  DYNAMIC HT  -           4.270 (meters)      14.01  (feet)  COMP
 AQ0283  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 AQ0283
 AQ0283  VERT ORDER  -  SECOND    CLASS I
 AQ0283
 AQ0283.The horizontal coordinates were scaled from a topographic map and have
 AQ0283.an estimated accuracy of +/- 6 seconds.
 AQ0283
 AQ0283.The orthometric height was determined by differential leveling
 AQ0283.and adjusted by the National Geodetic Survey in May 2004..
 AQ0283
 AQ0283.The geoid height was determined by GEOID03.
 AQ0283
 AQ0283.The dynamic height is computed by dividing the NAVD 88
 AQ0283.geopotential number by the normal gravity value computed on the
 AQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0283.degrees latitude (g = 980.6199 gals.).
 AQ0283
 AQ0283.The modeled gravity was interpolated from observed gravity values.
 AQ0283
 AQ0283;                    North         East    Units  Estimated Accuracy
 AQ0283;SPC FL E     -   615,940.      168,180.      MT  (+/- 180 meters Scaled)
 AQ0283
 AQ0283                          SUPERSEDED SURVEY CONTROL
 AQ0283
 AQ0283  NAVD 88 (06/15/91)    4.269  (m)           14.01   (f) UNKNOWN     1 1
 AQ0283  NGVD 29 (??/??/92)    4.589  (m)           15.06   (f) ADJ UNCH    1 1
 AQ0283
 AQ0283.Superseded values are not recommended for survey control.
 AQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0283.See file dsdata.txt to determine how the superseded data were derived.
 AQ0283
 AQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP681068(NAD 83)
 AQ0283_MARKER: DB = BENCH MARK DISK
 AQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0283_STAMPING: A 222 1964
 AQ0283_MARK LOGO: CGS   
 AQ0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0283+STABILITY: SURFACE MOTION
 AQ0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0283+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 AQ0283
 AQ0283  HISTORY     - Date     Condition        Report By
 AQ0283  HISTORY     - 1964     MONUMENTED       CGS
 AQ0283  HISTORY     - 1970     GOOD             NGS
 AQ0283  HISTORY     - 1989     GOOD             USPSQD
 AQ0283  HISTORY     - 19990603 GOOD             FLDEP
 AQ0283  HISTORY     - 20020126 GOOD             USPSQD
 AQ0283
 AQ0283                          STATION DESCRIPTION
 AQ0283
 AQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ0283'0.4 MI W FROM ST AUGUSTINE.
 AQ0283'0.4 MILE WEST ALONG THE FLORIDA EAST COAST RAILWAY FROM THE WEST
 AQ0283'END OF THE BRIDGE OVER SAN SEBASTIAN RIVER, NEAR THE CROSSING
 AQ0283'OF PALMER STREET, ABOUT 170 YARDS WEST OF MILE POST 37, 73 FEET
 AQ0283'WEST OF THE CENTER LINE OF PALMER STREET, 63.5 FEET SOUTH OF
 AQ0283'AND ACROSS THE TRACKS FROM THE SOUTH RAIL OF TRACK TO EAST
 AQ0283'PALATKA, 57 FEET WEST OF THE NORTHEAST CORNER OF A FENCE
 AQ0283'AROUND A GAS STORAGE PLANT, 36.5 FEET SOUTH OF THE SOUTH RAIL OF
 AQ0283'THE EAST-BOUND TRACK OF TRACK TO MOULTRIE, 16 FEET SOUTH OF
 AQ0283'TELEPHONE POLE, 1.0 FEET NORTH OF THE FENCE AROUND THE STORAGE
 AQ0283'PLANT, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AQ0283'THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 AQ0283'INCHES.
 AQ0283
 AQ0283                          STATION RECOVERY (1970)
 AQ0283
 AQ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AQ0283'RECOVERED IN GOOD CONDITION.
 AQ0283
 AQ0283                          STATION RECOVERY (1989)
 AQ0283
 AQ0283'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ0283'RECOVERED IN GOOD CONDITION.
 AQ0283
 AQ0283                          STATION RECOVERY (1999)
 AQ0283
 AQ0283'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ0283'THE MARK IS IN SAINT AUGUSTINE, NEAR THE CROSSING OF PALMER STREET AND
 AQ0283'THE FLORIDA EAST COAST RAILROAD TRACKS IN SECTION 41, TOWNSHIP 7
 AQ0283'SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AQ0283'ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON
 AQ0283'BOULEVARD) ON THE NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S.
 AQ0283'HIGHWAY 1 (PONCE DE LEON BOULEVARD) FOR 1.95 MI (3.14 KM) TO THE
 AQ0283'INTERSECTION OF KING STREET, TURN RIGHT ON KING STREET AND GO WEST FOR
 AQ0283'0.25 MI (0.40 KM) TO THE JUNCTION OF PALMER STREET ON THE RIGHT, TURN
 AQ0283'RIGHT ON PALMER STREET AND GO NORTH FOR 0.05 MI (0.08 KM) TO THE
 AQ0283'RAILROAD TRACKS AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AQ0283'CONCRETE MONUMENT PROJECTING 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE
 AQ0283'GROUND. LOCATED ABOUT 170 YARDS WEST OF MILE POST 37, 73.0 FT (22.3 M)
 AQ0283'WEST OF THE CENTERLINE OF PALMER STREET, 63.5 FT (19.4 M) SOUTH OF AND
 AQ0283'ACROSS THE TRACKS FROM THE SOUTH RAIL OF THE TRACKS TO PALATKA, 57.0
 AQ0283'FT (17.4 M) WEST OF THE NORTHEAST CORNER OF A FENCE AROUND A GAS
 AQ0283'STORAGE PLANT, 36.5 FT (11.1 M) SOUTH OF THE SOUTH RAIL OF THE
 AQ0283'EASTBOUND TRACK, 16.0 FT (4.9 M) SOUTH OF A TELEPHONE POLE, 1.2 FT
 AQ0283'(0.4 M) EAST OF A METAL WITNESS POST AND 1.0 FT (0.3 M) NORTH OF THE
 AQ0283'FENCE AROUND THE STORAGE PLANT.
 AQ0283
 AQ0283                          STATION RECOVERY (2002)
 AQ0283
 AQ0283'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 AQ0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0463 ***********************************************************************
 AQ0463  DESIGNATION -  A 223
 AQ0463  PID         -  AQ0463
 AQ0463  STATE/COUNTY-  FL/FLAGLER
 AQ0463  USGS QUAD   -  DINNER ISLAND (1983)
 AQ0463
 AQ0463                         *CURRENT SURVEY CONTROL
 AQ0463  ___________________________________________________________________
 AQ0463* NAD 83(1986)-  29 37 10.     (N)    081 29 39.     (W)     SCALED    
 AQ0463* NAVD 88     -         6.824  (meters)      22.39   (feet)  ADJUSTED  
 AQ0463  ___________________________________________________________________
 AQ0463  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AQ0463  DYNAMIC HT  -           6.814 (meters)      22.36  (feet)  COMP
 AQ0463  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 AQ0463
 AQ0463  VERT ORDER  -  FIRST     CLASS I
 AQ0463
 AQ0463.The horizontal coordinates were scaled from a topographic map and have
 AQ0463.an estimated accuracy of +/- 6 seconds.
 AQ0463
 AQ0463.The orthometric height was determined by differential leveling
 AQ0463.and adjusted by the National Geodetic Survey in June 1991..
 AQ0463
 AQ0463.The geoid height was determined by GEOID03.
 AQ0463
 AQ0463.The dynamic height is computed by dividing the NAVD 88
 AQ0463.geopotential number by the normal gravity value computed on the
 AQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0463.degrees latitude (g = 980.6199 gals.).
 AQ0463
 AQ0463.The modeled gravity was interpolated from observed gravity values.
 AQ0463
 AQ0463;                    North         East    Units  Estimated Accuracy
 AQ0463;SPC FL E     -   585,790.      152,140.      MT  (+/- 180 meters Scaled)
 AQ0463
 AQ0463                          SUPERSEDED SURVEY CONTROL
 AQ0463
 AQ0463  NGVD 29 (??/??/92)    7.127  (m)           23.38   (f) ADJ UNCH    1 1
 AQ0463
 AQ0463.Superseded values are not recommended for survey control.
 AQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0463.See file dsdata.txt to determine how the superseded data were derived.
 AQ0463
 AQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN521767(NAD 83)
 AQ0463_MARKER: DB = BENCH MARK DISK
 AQ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0463_STAMPING: A 223 1964
 AQ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0463+STABILITY: SURFACE MOTION
 AQ0463
 AQ0463  HISTORY     - Date     Condition        Report By
 AQ0463  HISTORY     - 1964     MONUMENTED       CGS
 AQ0463
 AQ0463                          STATION DESCRIPTION
 AQ0463
 AQ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ0463'7.2 MI SE FROM EAST PALATKA.
 AQ0463'7.15 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AQ0463'THE STATION AND POST OFFICE AT EAST PALATKA, AT THE FIRST
 AQ0463'CROSSING NORTHWEST OF THE SMALL TOWN OF ROY.  1.2 MILES SOUTHEAST
 AQ0463'OF BM Z 222, 0.45 MILE NORTHWEST OF MILEPOST P69, 53 FEET SOUTH
 AQ0463'OF THE CENTER OF THE CROSSING, 25 FEET EAST OF THE CENTER LINE OF
 AQ0463'THE SAND ROAD, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AQ0463'TRACK, 7 FEET SOUTHEAST OF A WOODEN CROSSING WARNING SIGN, ABOUT
 AQ0463'1 FOOT BELOW THE TOP OF THE RAIL AND SET IN THE TOP OF A CONCRETE
 AQ0463'POST FLUSH WITH THE GROUND.  NOTE-- THE MARK WAS SET ON THE ROAD
 AQ0463'BED BECAUSE THE AREA WAS SURROUNDED BY WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1822 ***********************************************************************
 AR1822  DESIGNATION -  A 223
 AR1822  PID         -  AR1822
 AR1822  STATE/COUNTY-  FL/ALACHUA
 AR1822  USGS QUAD   -  NEWBERRY (1993)
 AR1822
 AR1822                         *CURRENT SURVEY CONTROL
 AR1822  ___________________________________________________________________
 AR1822* NAD 83(1999)-  29 41 53.83089(N)    082 36 24.77705(W)     ADJUSTED  
 AR1822* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 AR1822  ___________________________________________________________________
 AR1822  X           -     713,498.113 (meters)                     COMP
 AR1822  Y           -  -5,498,802.671 (meters)                     COMP
 AR1822  Z           -   3,141,363.815 (meters)                     COMP
 AR1822  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AR1822  ELLIP HEIGHT-          -3.77  (meters)          (06/12/02) GPS OBS
 AR1822  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR1822
 AR1822  HORZ ORDER  -  SECOND
 AR1822  ELLP ORDER  -  FOURTH    CLASS I
 AR1822
 AR1822.The horizontal coordinates were established by GPS observations
 AR1822.and adjusted by the National Geodetic Survey in June 2002..
 AR1822
 AR1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1822
 AR1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1822
 AR1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1822
 AR1822.The ellipsoidal height was determined by GPS observations
 AR1822.and is referenced to NAD 83.
 AR1822
 AR1822.The geoid height was determined by GEOID03.
 AR1822
 AR1822;                    North         East     Units Scale Factor Converg.
 AR1822;SPC FL N     -    78,924.404   783,198.102   MT  0.99998171   +0 57 04.8
 AR1822;SPC FL N     -   258,937.82  2,569,542.44   sFT  0.99998171   +0 57 04.8
 AR1822;UTM  17      - 3,286,433.990   344,542.788   MT  0.99989819   -0 47 46.5
 AR1822
 AR1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1822!SPC FL N     -   1.00000059  x   0.99998171  =   0.99998230
 AR1822!UTM  17      -   1.00000059  x   0.99989819  =   0.99989878
 AR1822
 AR1822                          SUPERSEDED SURVEY CONTROL
 AR1822
 AR1822  NAD 83(1990)-  29 41 53.82961(N)    082 36 24.77668(W) AD(       ) 2
 AR1822  ELLIP H (05/01/91)   -3.73   (m)                       GP(       ) 4 1
 AR1822  NAD 83(1986)-  29 41 53.83741(N)    082 36 24.78221(W) AD(       ) 2
 AR1822  NGVD 29 (11/17/89)   24.8    (m)           81.     (f) GPS OBS        
 AR1822
 AR1822.Superseded values are not recommended for survey control.
 AR1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1822.See file dsdata.txt to determine how the superseded data were derived.
 AR1822
 AR1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4454386434(NAD 83)
 AR1822_MARKER: DD = SURVEY DISK
 AR1822_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1822_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1822_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1822+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1822
 AR1822  HISTORY     - Date     Condition        Report By
 AR1822  HISTORY     - 1988     MONUMENTED       PMC
 AR1822
 AR1822                          STATION DESCRIPTION
 AR1822
 AR1822'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1822'THE STATION IS LOCATED ABOUT 26.3 KM (16.5 MI)
 AR1822'WEST-NORTHWEST OF GAINESVILLE.
 AR1822'OWNERSHIP--ACR NW 36 R/W.
 AR1822'
 AR1822'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1822'SR 26 IN NEWBERRY, GO NORTH FOR 5.6 KM (3.5 MI) ON U.S. 41 TO
 AR1822'ACR NW 36 AND THE STATION IN THE U.S. 41 R/W.
 AR1822'THE STATION IS 14.9 METERS (49 FT) EAST OF THE PAVEMENT OF U.S. 41,
 AR1822'AND 1.2 METERS (4 FT) NORTH OF THE EASTERLY PROJECTION OF THE
 AR1822'CENTERLINE OF ACR NW 36.
 AR1822'
 AR1822'THE STATION IS A STANDARD AC GIS DISK
 AR1822'STAMPED---STATION A223---,
 AR1822'SET INTO THE GROUND 9 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1822'8.32 METERS (27.30 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1822'SET,
 AR1822'18.37 METERS (60.28 FT) EAST FROM A PK NAIL AND CAP (NO 2115) IN
 AR1822'CENTERLINE OF INTERSECTION OF NW 36 AND SR 45,
 AR1822'8.04 METERS (26.36 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1822'SET,
 AR1822'11.71 METERS (38.42 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1822'SET,
 AR1822'1.5 METERS (5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1822'
 AR1822'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1822'STAMPED---AZIMUTH A224---,
 AR1822'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1822'26.67 METERS (87.50 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1822'IN SERVICE POLE,
 AR1822'28.90 METERS (94.83 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1822'IN 8 IN BLACK CHERRY (SOUHTERNMOST OF TWINS),
 AR1822'5.95 METERS (19.53 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1822'16 IN SLASH PINE,
 AR1822'0.9 METERS (3 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1822'TO REACH THE AZIMUTH FROM THE STATION,
 AR1822'GO WEST FOR 905.2 METERS (2970 FT) ON ACR NW 36 TO THE AZIMUTH MARK
 AR1822'IN THE R/W OF NW 36.  THE AZIMUTH MARK IS 1.2 METERS (4 FT) SOUTH
 AR1822'OF THE EDGE OF THE LIMEROCK GRADE, AND 15.2 METERS (50 FT) EAST OF
 AR1822'THE CENTERLINE OF THE S.C.L. RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0339 ***********************************************************************
 AQ0339  DESIGNATION -  A 224
 AQ0339  PID         -  AQ0339
 AQ0339  STATE/COUNTY-  FL/ST JOHNS
 AQ0339  USGS QUAD   -  ELKTON (1992)
 AQ0339
 AQ0339                         *CURRENT SURVEY CONTROL
 AQ0339  ___________________________________________________________________
 AQ0339* NAD 83(1986)-  29 45 42.     (N)    081 26 52.     (W)     SCALED    
 AQ0339* NAVD 88     -        11.086  (meters)      36.37   (feet)  ADJUSTED  
 AQ0339  ___________________________________________________________________
 AQ0339  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AQ0339  DYNAMIC HT  -          11.071 (meters)      36.32  (feet)  COMP
 AQ0339  MODELED GRAV-     979,293.9   (mgal)                       NAVD 88
 AQ0339
 AQ0339  VERT ORDER  -  FIRST     CLASS I
 AQ0339
 AQ0339.The horizontal coordinates were scaled from a topographic map and have
 AQ0339.an estimated accuracy of +/- 6 seconds.
 AQ0339
 AQ0339.The orthometric height was determined by differential leveling
 AQ0339.and adjusted by the National Geodetic Survey in June 1991..
 AQ0339
 AQ0339.The geoid height was determined by GEOID03.
 AQ0339
 AQ0339.The dynamic height is computed by dividing the NAVD 88
 AQ0339.geopotential number by the normal gravity value computed on the
 AQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0339.degrees latitude (g = 980.6199 gals.).
 AQ0339
 AQ0339.The modeled gravity was interpolated from observed gravity values.
 AQ0339
 AQ0339;                    North         East    Units  Estimated Accuracy
 AQ0339;SPC FL E     -   601,530.      156,700.      MT  (+/- 180 meters Scaled)
 AQ0339
 AQ0339                          SUPERSEDED SURVEY CONTROL
 AQ0339
 AQ0339  NGVD 29 (??/??/92)   11.388  (m)           37.36   (f) ADJ UNCH    1 1
 AQ0339
 AQ0339.Superseded values are not recommended for survey control.
 AQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0339.See file dsdata.txt to determine how the superseded data were derived.
 AQ0339
 AQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN567924(NAD 83)
 AQ0339_MARKER: DB = BENCH MARK DISK
 AQ0339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ0339_SP_SET: 96 FEET
 AQ0339_STAMPING: A 224 1964
 AQ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0339
 AQ0339  HISTORY     - Date     Condition        Report By
 AQ0339  HISTORY     - 1964     MONUMENTED       CGS
 AQ0339  HISTORY     - 1970     GOOD             NGS
 AQ0339
 AQ0339                          STATION DESCRIPTION
 AQ0339
 AQ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0339'1.9 MI SW FROM ELKTON.
 AQ0339'ABOUT 1.9 MILES SOUTHWEST ALONG THE FLORIDA EAST COAST RAILWAY
 AQ0339'FROM THE STATION AT ELKTON, AT THE CROSSING OF CHURCH STREET, (A
 AQ0339'BLACK TOPPED ROAD), AT THE SMALL VILLAGE LOCALLY KNOWN AS ARMSTRONG,
 AQ0339'205 FEET NORTHEAST OF MILEPOST P 49, 96 FEET SOUTHWEST OF THE CENTER
 AQ0339'OF THE CROSSING OF CHURCH STREET, 84 FEET SOUTHWEST OF THE CENTER
 AQ0339'OF CHURCH STREET, 37.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.9
 AQ0339'FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 AQ0339'THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 AQ0339'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 AQ0339'BY A 4 INCH TILE WHICH PROJECTS 12 INCHES ABOVE THE LEVEL OF THE
 AQ0339'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET.  SEC 35, T 9S,
 AQ0339'R 28 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1027 ***********************************************************************
 AQ1027  DESIGNATION -  A 225
 AQ1027  PID         -  AQ1027
 AQ1027  STATE/COUNTY-  FL/VOLUSIA
 AQ1027  USGS QUAD   -  FAVORETTA (1993)
 AQ1027
 AQ1027                         *CURRENT SURVEY CONTROL
 AQ1027  ___________________________________________________________________
 AQ1027* NAD 83(1986)-  29 20 59.     (N)    081 09 14.     (W)     SCALED    
 AQ1027* NAVD 88     -         8.739  (meters)      28.67   (feet)  ADJUSTED  
 AQ1027  ___________________________________________________________________
 AQ1027  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AQ1027  DYNAMIC HT  -           8.727 (meters)      28.63  (feet)  COMP
 AQ1027  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 AQ1027
 AQ1027  VERT ORDER  -  FIRST     CLASS I
 AQ1027
 AQ1027.The horizontal coordinates were scaled from a topographic map and have
 AQ1027.an estimated accuracy of +/- 6 seconds.
 AQ1027
 AQ1027.The orthometric height was determined by differential leveling
 AQ1027.and adjusted by the National Geodetic Survey in June 1991..
 AQ1027
 AQ1027.The geoid height was determined by GEOID03.
 AQ1027
 AQ1027.The dynamic height is computed by dividing the NAVD 88
 AQ1027.geopotential number by the normal gravity value computed on the
 AQ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1027.degrees latitude (g = 980.6199 gals.).
 AQ1027
 AQ1027.The modeled gravity was interpolated from observed gravity values.
 AQ1027
 AQ1027;                    North         East    Units  Estimated Accuracy
 AQ1027;SPC FL E     -   555,800.      185,060.      MT  (+/- 180 meters Scaled)
 AQ1027
 AQ1027                          SUPERSEDED SURVEY CONTROL
 AQ1027
 AQ1027  NGVD 29 (??/??/92)    9.071  (m)           29.76   (f) ADJ UNCH    1 1
 AQ1027
 AQ1027.Superseded values are not recommended for survey control.
 AQ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1027.See file dsdata.txt to determine how the superseded data were derived.
 AQ1027
 AQ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN850467(NAD 83)
 AQ1027_MARKER: DB = BENCH MARK DISK
 AQ1027_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AQ1027+WITH SETTING: INTO GROUND
 AQ1027_STAMPING: A 225 1964
 AQ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1027+STABILITY: SURFACE MOTION
 AQ1027
 AQ1027  HISTORY     - Date     Condition        Report By
 AQ1027  HISTORY     - 1964     MONUMENTED       CGS
 AQ1027  HISTORY     - 1976     GOOD             NGS
 AQ1027  HISTORY     - 1977     GOOD             NGS
 AQ1027
 AQ1027                          STATION DESCRIPTION
 AQ1027
 AQ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ1027'1.8 MI NW FROM NATIONAL GARDENS.
 AQ1027'1.8 MILES NORTHWEST ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AQ1027'THE OVERPASS CROSSING OF INTERSTATE 95 AT NATIONAL GARDENS,
 AQ1027'AT MILEPOST 97, 7.0 FEET NORTHEAST OF THE NORTHEAST MOST RAIL,
 AQ1027'28.0 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE MILEPOST,
 AQ1027'SET DIRECTLY BETWEEN TWO CONCRETE RAIL SUPPORTS, ABOUT 2 FEET
 AQ1027'BELOW THE LEVEL OF THE TRACK AND IS A DISK WELDED ON A 3 1/2-INCH
 AQ1027'PIPE ABOUT 3 1/2 FEET LONG PROJECTING 0.3 FOOT.
 AQ1027
 AQ1027                          STATION RECOVERY (1976)
 AQ1027
 AQ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1027'RECOVERED IN GOOD CONDITION.
 AQ1027
 AQ1027                          STATION RECOVERY (1977)
 AQ1027
 AQ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1823 ***********************************************************************
 AR1823  DESIGNATION -  A 225
 AR1823  PID         -  AR1823
 AR1823  STATE/COUNTY-  FL/ALACHUA
 AR1823  USGS QUAD   -  NEWBERRY (1993)
 AR1823
 AR1823                         *CURRENT SURVEY CONTROL
 AR1823  ___________________________________________________________________
 AR1823* NAD 83(1999)-  29 44 36.18436(N)    082 36 24.70088(W)     ADJUSTED  
 AR1823* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 AR1823  ___________________________________________________________________
 AR1823  X           -     713,182.028 (meters)                     COMP
 AR1823  Y           -  -5,496,350.750 (meters)                     COMP
 AR1823  Z           -   3,145,708.760 (meters)                     COMP
 AR1823  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AR1823  ELLIP HEIGHT-           3.35  (meters)          (06/12/02) GPS OBS
 AR1823  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1823
 AR1823  HORZ ORDER  -  SECOND
 AR1823  ELLP ORDER  -  FOURTH    CLASS I
 AR1823
 AR1823.The horizontal coordinates were established by GPS observations
 AR1823.and adjusted by the National Geodetic Survey in June 2002..
 AR1823
 AR1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1823
 AR1823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1823
 AR1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1823
 AR1823.The ellipsoidal height was determined by GPS observations
 AR1823.and is referenced to NAD 83.
 AR1823
 AR1823.The geoid height was determined by GEOID03.
 AR1823
 AR1823;                    North         East     Units Scale Factor Converg.
 AR1823;SPC FL N     -    83,922.674   783,117.150   MT  0.99997562   +0 57 04.9
 AR1823;SPC FL N     -   275,336.31  2,569,276.85   sFT  0.99997562   +0 57 04.9
 AR1823;UTM  17      - 3,291,432.001   344,614.346   MT  0.99989791   -0 47 50.5
 AR1823
 AR1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1823!SPC FL N     -   0.99999947  x   0.99997562  =   0.99997509
 AR1823!UTM  17      -   0.99999947  x   0.99989791  =   0.99989738
 AR1823
 AR1823                          SUPERSEDED SURVEY CONTROL
 AR1823
 AR1823  NAD 83(1990)-  29 44 36.18286(N)    082 36 24.70033(W) AD(       ) 2
 AR1823  ELLIP H (05/01/91)    3.42   (m)                       GP(       ) 4 1
 AR1823  NAD 83(1986)-  29 44 36.19243(N)    082 36 24.70532(W) AD(       ) 2
 AR1823  NGVD 29 (11/17/89)   31.8    (m)          104.     (f) GPS OBS        
 AR1823
 AR1823.Superseded values are not recommended for survey control.
 AR1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1823.See file dsdata.txt to determine how the superseded data were derived.
 AR1823
 AR1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4461491432(NAD 83)
 AR1823_MARKER: DD = SURVEY DISK
 AR1823_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1823_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1823_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1823+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1823
 AR1823  HISTORY     - Date     Condition        Report By
 AR1823  HISTORY     - 1988     MONUMENTED       PMC
 AR1823
 AR1823                          STATION DESCRIPTION
 AR1823
 AR1823'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1823'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI)
 AR1823'WEST-NORTHWEST OF GAINESVILLE.
 AR1823'OWNERSHIP--U.S. HIGHWAY 41 R/W.
 AR1823'
 AR1823'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1823'ACR NW 30 BETWEEN NEWBERRY AND HIGH SPRINGS, GO
 AR1823'NORTH FOR 143.3 METERS (470 FT) ON U.S. 41 TO THE STATION ON THE
 AR1823'RIGHT.  THE STATION IS IN THE EAST EDGE OF A GRAVEL DRIVE,
 AR1823'31.1 METERS (102 FT) EAST OF U.S. 41 PAVEMENT, 3.4 METERS (11 FT)
 AR1823'WEST OF A FENCE LINE, AND 1.8 METERS (6 FT) NORTHWEST OF A POWER
 AR1823'POLE.
 AR1823'
 AR1823'THE STATION IS A STANDARD AC GIS DISK
 AR1823'STAMPED---STATION A225---,
 AR1823'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1823'1.86 METERS (6.11 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1823'IN POWER POLE,
 AR1823'7.15 METERS (23.45 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1823'SET,
 AR1823'9.36 METERS (30.72 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1823'SET,
 AR1823'9.17 METERS (30.08 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1823'SET,
 AR1823'1.5 METERS (5 FT) NORTHWEST FROM A CARSONITE WITNESS POST SET.
 AR1823'
 AR1823'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1823'STAMPED---AZIMUTH A226---,
 AR1823'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1823'1.83 METERS (5.99 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1823'POWER POLE,
 AR1823'19.82 METERS (65.02 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1823'POWER POLE,
 AR1823'9.59 METERS (31.45 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1823'IN 4 IN LIVE OAK,
 AR1823'1.2 METERS (4 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1823'TO REACH THE AZIMUTH FROM THE STATION,
 AR1823'GO NORTH FOR 657.5 METERS (2157 FT) ON U.S. 41 TO THE AZIMUTH MARK
 AR1823'ON THE WESTERLY PROJECTION OF A FENCE RUNNING EAST ALONG THE
 AR1823'QUARTER-SECTION LINE OF SECTION 34, TOWNSHIP 8 SOUTH, RANGE 17
 AR1823'EAST.  THE AZIMUTH MARK IS 36.6 METERS (120 FT) EAST OF A
 AR1823'RAILROAD SPIKE IN THE CENTERLINE OF U.S. 41, AND 1.2 METERS (4 FT)
 AR1823'WEST OF A CONCRETE MONUMENT (NO 1772) AT A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0660 ***********************************************************************
 AK0660  DESIGNATION -  A 226
 AK0660  PID         -  AK0660
 AK0660  STATE/COUNTY-  FL/VOLUSIA
 AK0660  USGS QUAD   -  OAK HILL (1949)
 AK0660
 AK0660                         *CURRENT SURVEY CONTROL
 AK0660  ___________________________________________________________________
 AK0660* NAD 83(1986)-  28 48 50.     (N)    080 51 26.     (W)     SCALED    
 AK0660* NAVD 88     -         0.747  (meters)       2.45   (feet)  ADJUSTED  
 AK0660  ___________________________________________________________________
 AK0660  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK0660  DYNAMIC HT  -           0.746 (meters)       2.45  (feet)  COMP
 AK0660  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 AK0660
 AK0660  VERT ORDER  -  FIRST     CLASS I
 AK0660
 AK0660.The horizontal coordinates were scaled from a topographic map and have
 AK0660.an estimated accuracy of +/- 6 seconds.
 AK0660
 AK0660.The orthometric height was determined by differential leveling
 AK0660.and adjusted by the National Geodetic Survey in June 1991..
 AK0660
 AK0660.The geoid height was determined by GEOID03.
 AK0660
 AK0660.The dynamic height is computed by dividing the NAVD 88
 AK0660.geopotential number by the normal gravity value computed on the
 AK0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0660.degrees latitude (g = 980.6199 gals.).
 AK0660
 AK0660.The modeled gravity was interpolated from observed gravity values.
 AK0660
 AK0660;                    North         East    Units  Estimated Accuracy
 AK0660;SPC FL E     -   496,410.      213,940.      MT  (+/- 180 meters Scaled)
 AK0660
 AK0660                          SUPERSEDED SURVEY CONTROL
 AK0660
 AK0660  NGVD 29 (??/??/92)    1.126  (m)            3.69   (f) ADJ UNCH    1 1
 AK0660
 AK0660.Superseded values are not recommended for survey control.
 AK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0660.See file dsdata.txt to determine how the superseded data were derived.
 AK0660
 AK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM139873(NAD 83)
 AK0660_MARKER: DB = BENCH MARK DISK
 AK0660_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AK0660+WITH SETTING: INTO GROUND
 AK0660_STAMPING: A 226 1964
 AK0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0660+STABILITY: SURFACE MOTION
 AK0660
 AK0660  HISTORY     - Date     Condition        Report By
 AK0660  HISTORY     - 1964     MONUMENTED       CGS
 AK0660  HISTORY     - 1970     GOOD             NGS
 AK0660
 AK0660                          STATION DESCRIPTION
 AK0660
 AK0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0660'3.4 MI S FROM OAK HILL.
 AK0660'ABOUT 3.45 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY
 AK0660'FROM THE CROSSING OF WEST HALIFAX AVENUE AT OAK HILL, ABOUT
 AK0660'0.55 MILE NORTH OF THE NORTH END OF A WOODEN TRESTLE OVER
 AK0660'TURNBULL CREEK, ABOUT 0.95 MILE SOUTH OF THE OVERHEAD CROSSING
 AK0660'OF U.S. HIGHWAY 1, 76 FEET NORTHWEST OF MILEPOST 140, 35.5 FEET
 AK0660'WEST OF THE WEST RAIL, 8 FEET NORTH OF TELEGRAPH POLE 5165,
 AK0660'2 1/2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 AK0660'OF THE TRACK AND IS A DISK WELDED ON THE TOP OF A 3-INCH IRON
 AK0660'PIPE PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0115 ***********************************************************************
 AQ0115  DESIGNATION -  A 227
 AQ0115  PID         -  AQ0115
 AQ0115  STATE/COUNTY-  FL/PUTNAM
 AQ0115  USGS QUAD   -  HASTINGS (1992)
 AQ0115
 AQ0115                         *CURRENT SURVEY CONTROL
 AQ0115  ___________________________________________________________________
 AQ0115* NAD 83(1986)-  29 38 04.     (N)    081 33 38.     (W)     SCALED    
 AQ0115* NAVD 88     -         8.475  (meters)      27.81   (feet)  ADJUSTED  
 AQ0115  ___________________________________________________________________
 AQ0115  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AQ0115  DYNAMIC HT  -           8.463 (meters)      27.77  (feet)  COMP
 AQ0115  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AQ0115
 AQ0115  VERT ORDER  -  FIRST     CLASS I
 AQ0115
 AQ0115.The horizontal coordinates were scaled from a topographic map and have
 AQ0115.an estimated accuracy of +/- 6 seconds.
 AQ0115
 AQ0115.The orthometric height was determined by differential leveling
 AQ0115.and adjusted by the National Geodetic Survey in June 1991..
 AQ0115
 AQ0115.The geoid height was determined by GEOID03.
 AQ0115
 AQ0115.The dynamic height is computed by dividing the NAVD 88
 AQ0115.geopotential number by the normal gravity value computed on the
 AQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0115.degrees latitude (g = 980.6199 gals.).
 AQ0115
 AQ0115.The modeled gravity was interpolated from observed gravity values.
 AQ0115
 AQ0115;                    North         East    Units  Estimated Accuracy
 AQ0115;SPC FL E     -   587,480.      145,720.      MT  (+/- 180 meters Scaled)
 AQ0115
 AQ0115                          SUPERSEDED SURVEY CONTROL
 AQ0115
 AQ0115  NGVD 29 (??/??/92)    8.770  (m)           28.77   (f) ADJ UNCH    1 1
 AQ0115
 AQ0115.Superseded values are not recommended for survey control.
 AQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0115.See file dsdata.txt to determine how the superseded data were derived.
 AQ0115
 AQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN457784(NAD 83)
 AQ0115_MARKER: DB = BENCH MARK DISK
 AQ0115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ0115_SP_SET: 40 FEET
 AQ0115_STAMPING: A 227 1964
 AQ0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0115
 AQ0115  HISTORY     - Date     Condition        Report By
 AQ0115  HISTORY     - 1964     MONUMENTED       CGS
 AQ0115  HISTORY     - 1985     GOOD             LOCSUR
 AQ0115
 AQ0115                          STATION DESCRIPTION
 AQ0115
 AQ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ0115'3 MI SE FROM EAST PALATKA.
 AQ0115'3.0 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AQ0115'THE STATION AND POST OFFICE AT EAST PALATKA, ABOUT 0.4 MILE EAST
 AQ0115'OF MILEPOST P64, AT A SAND ROAD CROSSING, 76.5 FEET WEST OF THE
 AQ0115'CENTER LINE OF THE ROAD, 34.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 AQ0115'TRACK, 2 FEET NORTH OF TELEPHONE POLE NO. 2393, 1.5 FEET EAST OF A
 AQ0115'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND IS A DISK ON
 AQ0115'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES PROTECTED
 AQ0115'BY A 4-INCH TILE PROJECTING 3 INCHES.  THE ROD WAS DRIVEN TO A
 AQ0115'DEPTH OF 40 FEET.  IN SECTION 14, R 27 E, T 10 S.
 AQ0115
 AQ0115                          STATION RECOVERY (1985)
 AQ0115
 AQ0115'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AQ0115'(RAILROAD HAS BEEN REMOVED) TELEPHONE POLE NO 2393 HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1824 ***********************************************************************
 AR1824  DESIGNATION -  A 227
 AR1824  PID         -  AR1824
 AR1824  STATE/COUNTY-  FL/ALACHUA
 AR1824  USGS QUAD   -  HIGH SPRINGS (1993)
 AR1824
 AR1824                         *CURRENT SURVEY CONTROL
 AR1824  ___________________________________________________________________
 AR1824* NAD 83(1999)-  29 47 31.38359(N)    082 36 28.15653(W)     ADJUSTED  
 AR1824* NAVD 88     -        27.5    (meters)      90.     (feet)  VERTCON   
 AR1824  ___________________________________________________________________
 AR1824  X           -     712,744.900 (meters)                     COMP
 AR1824  Y           -  -5,493,703.157 (meters)                     COMP
 AR1824  Z           -   3,150,389.527 (meters)                     COMP
 AR1824  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AR1824  ELLIP HEIGHT-          -0.67  (meters)          (06/12/02) GPS OBS
 AR1824  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AR1824
 AR1824  HORZ ORDER  -  SECOND
 AR1824  ELLP ORDER  -  FOURTH    CLASS I
 AR1824
 AR1824.The horizontal coordinates were established by GPS observations
 AR1824.and adjusted by the National Geodetic Survey in June 2002..
 AR1824
 AR1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1824
 AR1824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1824
 AR1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1824
 AR1824.The ellipsoidal height was determined by GPS observations
 AR1824.and is referenced to NAD 83.
 AR1824
 AR1824.The geoid height was determined by GEOID03.
 AR1824
 AR1824;                    North         East     Units Scale Factor Converg.
 AR1824;SPC FL N     -    89,314.847   782,934.789   MT  0.99996974   +0 57 03.1
 AR1824;SPC FL N     -   293,027.13  2,568,678.55   sFT  0.99996974   +0 57 03.1
 AR1824;UTM  17      - 3,296,826.825   344,596.674   MT  0.99989797   -0 47 56.4
 AR1824
 AR1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1824!SPC FL N     -   1.00000011  x   0.99996974  =   0.99996985
 AR1824!UTM  17      -   1.00000011  x   0.99989797  =   0.99989808
 AR1824
 AR1824                          SUPERSEDED SURVEY CONTROL
 AR1824
 AR1824  NAD 83(1990)-  29 47 31.38193(N)    082 36 28.15541(W) AD(       ) 2
 AR1824  ELLIP H (05/01/91)   -0.60   (m)                       GP(       ) 4 1
 AR1824  NAD 83(1986)-  29 47 31.39172(N)    082 36 28.15659(W) AD(       ) 2
 AR1824  NGVD 29 (11/17/89)   27.7    (m)           91.     (f) GPS OBS        
 AR1824
 AR1824.Superseded values are not recommended for survey control.
 AR1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1824.See file dsdata.txt to determine how the superseded data were derived.
 AR1824
 AR1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4459796827(NAD 83)
 AR1824_MARKER: DD = SURVEY DISK
 AR1824_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1824_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1824_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1824+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1824
 AR1824  HISTORY     - Date     Condition        Report By
 AR1824  HISTORY     - 1988     MONUMENTED       PMC
 AR1824
 AR1824                          STATION DESCRIPTION
 AR1824
 AR1824'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1824'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI)
 AR1824'NORTHWEST OF GAINESVILLE.
 AR1824'OWNERSHIP--U.S. HIGHWAY 41 R/W.
 AR1824'
 AR1824'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1824'U.S. HIGHWAY 27 (NORTH MAIN ST AND 1ST AVE) IN DOWNTOWN HIGH
 AR1824'SPRINGS, GO SOUTH FOR 4.1 KM (2.55 MI) ON U.S. 41 TO THE STATION
 AR1824'ON THE LEFT 32.9 METERS (108 FT) EAST OF THE E/P OF U.S. 41.
 AR1824'THE STATION IS 713.2 METERS (2340 FT) NORTH OF THE SOUTHWEST CORNER
 AR1824'OF SECTION 15, TOWNSHIP 8 SOUTH, RANGE 18 EAST, 1.7 METERS (5.5 FT)
 AR1824'NORTHWEST OF A POWER POLE, 1.5 METERS (5 FT) WEST OF THE EAST R/W
 AR1824'FENCE OF U.S. 41 , AND 107.3 METERS (352 FT) SOUTH OF A LIMEROCK
 AR1824'DRIVE RUNNING EAST FROM U.S. 41.
 AR1824'
 AR1824'THE STATION IS A STANDARD AC GIS DISK
 AR1824'STAMPED---STATION A227---,
 AR1824'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1824'9.07 METERS (29.76 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1824'9.44 METERS (30.97 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1824'8.93 METERS (29.30 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1824'1.85 METERS (6.07 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1824'IN POWER POLE,
 AR1824'1.2 METERS (4 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1824'
 AR1824'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1824'STAMPED---AZIMUTH A228---,
 AR1824'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1824'3.54 METERS (11.61 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1824'POWER POLE,
 AR1824'6.46 METERS (21.20 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1824'9.05 METERS (29.70 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1824'IN 18 IN WATER OAK,
 AR1824'1.4 METERS (4.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1824'TO REACH THE AZIMUTH FROM THE STATION,
 AR1824'GO NORTH FOR 893.1 METERS (2930 FT) ON U.S. 41 TO THE AZIMUTH MARK.
 AR1824'THE AZIMUTH MARK IS 26.5 METERS (87 FT) EAST OF THE PAVEMENT,
 AR1824'7.6 METERS (25 FT) WEST OF THE EAST R/W FENCE LINE, AND
 AR1824'3.3 METERS (11 FT) SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0651 ***********************************************************************
 AK0651  DESIGNATION -  A 228
 AK0651  PID         -  AK0651
 AK0651  STATE/COUNTY-  FL/VOLUSIA
 AK0651  USGS QUAD   -  OAK HILL (1949)
 AK0651
 AK0651                         *CURRENT SURVEY CONTROL
 AK0651  ___________________________________________________________________
 AK0651* NAD 83(1986)-  28 49 38.     (N)    080 51 12.     (W)     SCALED    
 AK0651* NAVD 88     -         2.409  (meters)       7.90   (feet)  ADJUSTED  
 AK0651  ___________________________________________________________________
 AK0651  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AK0651  DYNAMIC HT  -           2.406 (meters)       7.89  (feet)  COMP
 AK0651  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 AK0651  OBS GRAVITY -     979,251.1   (mgal)                       GRAV_OBS
 AK0651
 AK0651  VERT ORDER  -  FIRST     CLASS II
 AK0651
 AK0651.The horizontal coordinates were scaled from a topographic map and have
 AK0651.an estimated accuracy of +/- 6 seconds.
 AK0651
 AK0651.The orthometric height was determined by differential leveling
 AK0651.and adjusted by the National Geodetic Survey in May 2003..
 AK0651
 AK0651.The geoid height was determined by GEOID03.
 AK0651
 AK0651.The dynamic height is computed by dividing the NAVD 88
 AK0651.geopotential number by the normal gravity value computed on the
 AK0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0651.degrees latitude (g = 980.6199 gals.).
 AK0651
 AK0651.The modeled gravity was interpolated from observed gravity values.
 AK0651.The observed gravity was obtained from relative gravimeter ties
 AK0651.to the IGSN71 gravity network.
 AK0651
 AK0651;                    North         East    Units  Estimated Accuracy
 AK0651;SPC FL E     -   497,890.      214,310.      MT  (+/- 180 meters Scaled)
 AK0651
 AK0651                          SUPERSEDED SURVEY CONTROL
 AK0651
 AK0651  NAVD 88 (09/06/96)    2.432  (m)            7.98   (f) UNKNOWN     1 1
 AK0651  NAVD 88 (05/20/94)    2.431  (m)            7.98   (f) UNKNOWN     1 1
 AK0651  NAVD 88 (06/15/91)    2.453  (m)            8.05   (f) UNKNOWN     1 1
 AK0651  NGVD 29 (09/01/92)    2.809  (m)            9.22   (f) ADJUSTED    1 1
 AK0651
 AK0651.Superseded values are not recommended for survey control.
 AK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0651.See file dsdata.txt to determine how the superseded data were derived.
 AK0651
 AK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM143888(NAD 83)
 AK0651_MARKER: DB = BENCH MARK DISK
 AK0651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK0651_SP_SET: PIER
 AK0651_STAMPING: A 228 1964
 AK0651_MARK LOGO: CGS   
 AK0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0651+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 AK0651
 AK0651  HISTORY     - Date     Condition        Report By
 AK0651  HISTORY     - 1964     MONUMENTED       CGS
 AK0651  HISTORY     - 1984     GOOD             USPSQD
 AK0651  HISTORY     - 1986     GOOD             USPSQD
 AK0651  HISTORY     - 1990     GOOD             USPSQD
 AK0651  HISTORY     - 19910226 GOOD             NGS
 AK0651
 AK0651                          STATION DESCRIPTION
 AK0651
 AK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK0651'2.5 MI S FROM OAK HILL.
 AK0651'ABOUT 2.5 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY
 AK0651'FROM THE CROSSING OF WEST HALIFAX AVENUE AT OAK HILL, ABOUT
 AK0651'91 YARDS SOUTH OF MILEPOST 139, 7.0 FEET EAST OF THE EAST RAIL
 AK0651'OF THE MAIN TRACK, 1.9 FEET NORTH OF THE SOUTH END OF THE
 AK0651'CONCRETE PIER SUPPORTING THE LARGE U.S. HIGHWAY 1 OVERPASS OVER
 AK0651'THE RAILWAY, SET VERTICALLY IN THE WEST FACE OF THE PIER AND
 AK0651'1 FOOT ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK MAY BE
 AK0651'REACHED BY GOING 3.0 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE
 AK0651'INTERSECTION OF WEST HALIFAX AVENUE AT OAK HILL TO OVERPASS
 AK0651'AND MARK.
 AK0651
 AK0651                          STATION RECOVERY (1984)
 AK0651
 AK0651'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0651'MARK HAS BEEN TAMPERED WITH AND SHOT AT WITH .22 CAL.
 AK0651
 AK0651                          STATION RECOVERY (1986)
 AK0651
 AK0651'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AK0651'RECOVERED IN GOOD CONDITION.
 AK0651
 AK0651                          STATION RECOVERY (1990)
 AK0651
 AK0651'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0651'RECOVERED IN GOOD CONDITION.
 AK0651
 AK0651                          STATION RECOVERY (1991)
 AK0651
 AK0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK0651'0.1 KM (0.1 MI) WESTERLY ALONG EAST HALIFAX AVENUE FROM THE POST
 AK0651'OFFICE IN OAK HILL, THENCE 4.9 KM (3.0 MI) SOUTHERLY ALONG U.S.
 AK0651'HIGHWAY 1, SET VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY OF 3
 AK0651'CONCRETE COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE
 AK0651'SOUTHBOUND HIGHWAY OVERPASS OF THE FLORIDA EAST COAST RAILROAD, 2.1 M
 AK0651'(6.9 FT) EAST OF THE NEAR RAIL, 0.5 M (1.6 FT) NORTH OF THE SOUTH END
 AK0651'OF THE PIER, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2745 ***********************************************************************
 AK2745  DESIGNATION -  A 229
 AK2745  PID         -  AK2745
 AK2745  STATE/COUNTY-  FL/BREVARD
 AK2745  USGS QUAD   -  COCOA (1984)
 AK2745
 AK2745                         *CURRENT SURVEY CONTROL
 AK2745  ___________________________________________________________________
 AK2745* NAD 83(1986)-  28 18 46.     (N)    080 42 36.     (W)     SCALED    
 AK2745* NAVD 88     -         5.729  (meters)      18.80   (feet)  ADJUSTED  
 AK2745  ___________________________________________________________________
 AK2745  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK2745  DYNAMIC HT  -           5.721 (meters)      18.77  (feet)  COMP
 AK2745  MODELED GRAV-     979,199.5   (mgal)                       NAVD 88
 AK2745
 AK2745  VERT ORDER  -  FIRST     CLASS I
 AK2745
 AK2745.The horizontal coordinates were scaled from a topographic map and have
 AK2745.an estimated accuracy of +/- 6 seconds.
 AK2745
 AK2745.The orthometric height was determined by differential leveling
 AK2745.and adjusted by the National Geodetic Survey in May 1994..
 AK2745
 AK2745.The geoid height was determined by GEOID03.
 AK2745
 AK2745.The dynamic height is computed by dividing the NAVD 88
 AK2745.geopotential number by the normal gravity value computed on the
 AK2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2745.degrees latitude (g = 980.6199 gals.).
 AK2745
 AK2745.The modeled gravity was interpolated from observed gravity values.
 AK2745
 AK2745;                    North         East    Units  Estimated Accuracy
 AK2745;SPC FL E     -   440,900.      228,440.      MT  (+/- 180 meters Scaled)
 AK2745
 AK2745                          SUPERSEDED SURVEY CONTROL
 AK2745
 AK2745  NAVD 88 (06/15/91)    5.733  (m)           18.81   (f) UNKNOWN     1 1
 AK2745  NGVD 29 (09/01/92)    6.154  (m)           20.19   (f) ADJUSTED    1 1
 AK2745
 AK2745.Superseded values are not recommended for survey control.
 AK2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2745.See file dsdata.txt to determine how the superseded data were derived.
 AK2745
 AK2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM284318(NAD 83)
 AK2745_MARKER: DB = BENCH MARK DISK
 AK2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2745_SP_SET: CONCRETE POST
 AK2745_STAMPING: A 229 1964
 AK2745_MARK LOGO: CGS   
 AK2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2745+STABILITY: SURFACE MOTION
 AK2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK2745+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991
 AK2745
 AK2745  HISTORY     - Date     Condition        Report By
 AK2745  HISTORY     - 1964     MONUMENTED       CGS
 AK2745  HISTORY     - 1965     GOOD             NGS
 AK2745  HISTORY     - 1971     GOOD             NGS
 AK2745  HISTORY     - 1984     GOOD             USPSQD
 AK2745  HISTORY     - 1984     GOOD             USPSQD
 AK2745  HISTORY     - 19871120 GOOD             USPSQD
 AK2745  HISTORY     - 1988     GOOD             USPSQD
 AK2745  HISTORY     - 1990     GOOD             USPSQD
 AK2745  HISTORY     - 19910212 GOOD             NGS
 AK2745  HISTORY     - 19910312 GOOD             USPSQD
 AK2745
 AK2745                          STATION DESCRIPTION
 AK2745
 AK2745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK2745'2.8 MI SE FROM COCOA.
 AK2745'ABOUT 2.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE FLORIDA
 AK2745'EAST COAST RAILWAY COCOA-ROCKLEDGE STATION AT COCOA, ABOUT 0.1
 AK2745'MILE SOUTHEAST OF THE JUNCTION OF A SAND ROAD LEADING EAST,
 AK2745'ABOUT 145 YARDS SOUTHEAST OF THE SOUTHEAST SIDE OF THE SULLIVAN
 AK2745'COMPANY FRUIT PACKING SHED, 45 FEET SOUTHWEST OF THE CENTER LINE
 AK2745'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 123 FEET SOUTH-SOUTHEAST
 AK2745'OF THE SOUTHEAST CORNER OF THE LAMMIES RESTAURANT, 5 1/2 FEET
 AK2745'SOUTHEAST OF A POWER LINE POLE, 3 FEET NORTHWEST OF A STEEL
 AK2745'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 AK2745'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 AK2745'GROUND.  IN SECTION 15, R 36 E, T 25 S.  NOTE-- MARK IS DIRECTLY
 AK2745'ACROSS HIGHWAY FROM GENTRY MOTORS.
 AK2745
 AK2745                          STATION RECOVERY (1971)
 AK2745
 AK2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2745'RECOVERED IN GOOD CONDITION.
 AK2745
 AK2745                          STATION RECOVERY (1984)
 AK2745
 AK2745'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK2745'RECOVERED IN GOOD CONDITION.
 AK2745
 AK2745                          STATION RECOVERY (1984)
 AK2745
 AK2745'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK2745'RECOVERED IN GOOD CONDITION.
 AK2745
 AK2745                          STATION RECOVERY (1987)
 AK2745
 AK2745'RECOVERY NOTE BY US POWER SQUADRON 1987 (VEM)
 AK2745'RECOVERED IN GOOD CONDITION.
 AK2745
 AK2745                          STATION RECOVERY (1988)
 AK2745
 AK2745'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2745'RECOVERED IN GOOD CONDITION.
 AK2745
 AK2745                          STATION RECOVERY (1990)
 AK2745
 AK2745'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2745'RECOVERED IN GOOD CONDITION.
 AK2745
 AK2745                          STATION RECOVERY (1991)
 AK2745
 AK2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK2745'5.4 KM (3.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AK2745'OF STATE HIGHWAY 520 (KING STREET) IN COCOA, 37.5 M (123.0 FT)
 AK2745'SOUTHEAST OF THE SOUTHEAST CORNER OF THE RUSTY NAIL BAR, 13.9 M
 AK2745'(45.6 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 AK2745'SOUTHBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT) SOUTHEAST OF A
 AK2745'UTILITY POLE WITH 2 GUY WIRES, 0.9 M (3.0 FT) NORTHWEST OF A WITNESS
 AK2745'POST, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) WEST
 AK2745'OF A 12-INCH PALM TREE (1991), AND THE MONUMENT IS FLUSH WITH THE
 AK2745'GROUND SURFACE.
 AK2745
 AK2745                          STATION RECOVERY (1991)
 AK2745
 AK2745'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK2745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1825 ***********************************************************************
 AR1825  DESIGNATION -  A 229
 AR1825  PID         -  AR1825
 AR1825  STATE/COUNTY-  FL/ALACHUA
 AR1825  USGS QUAD   -  HIGH SPRINGS (1993)
 AR1825
 AR1825                         *CURRENT SURVEY CONTROL
 AR1825  ___________________________________________________________________
 AR1825* NAD 83(1999)-  29 49 50.04143(N)    082 36 36.50230(W)     ADJUSTED  
 AR1825* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 AR1825  ___________________________________________________________________
 AR1825  X           -     712,248.821 (meters)                     COMP
 AR1825  Y           -  -5,491,620.963 (meters)                     COMP
 AR1825  Z           -   3,154,090.481 (meters)                     COMP
 AR1825  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AR1825  ELLIP HEIGHT-          -7.77  (meters)          (06/12/02) GPS OBS
 AR1825  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AR1825
 AR1825  HORZ ORDER  -  SECOND
 AR1825  ELLP ORDER  -  FOURTH    CLASS I
 AR1825
 AR1825.The horizontal coordinates were established by GPS observations
 AR1825.and adjusted by the National Geodetic Survey in June 2002..
 AR1825
 AR1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1825
 AR1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1825
 AR1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1825
 AR1825.The ellipsoidal height was determined by GPS observations
 AR1825.and is referenced to NAD 83.
 AR1825
 AR1825.The geoid height was determined by GEOID03.
 AR1825
 AR1825;                    North         East     Units Scale Factor Converg.
 AR1825;SPC FL N     -    93,579.883   782,639.917   MT  0.99996559   +0 56 58.9
 AR1825;SPC FL N     -   307,020.00  2,567,711.13   sFT  0.99996559   +0 56 58.9
 AR1825;UTM  17      - 3,301,098.581   344,432.225   MT  0.99989860   -0 48 04.0
 AR1825
 AR1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1825!SPC FL N     -   1.00000122  x   0.99996559  =   0.99996681
 AR1825!UTM  17      -   1.00000122  x   0.99989860  =   0.99989982
 AR1825
 AR1825                          SUPERSEDED SURVEY CONTROL
 AR1825
 AR1825  NAD 83(1990)-  29 49 50.03975(N)    082 36 36.50113(W) AD(       ) 2
 AR1825  ELLIP H (05/01/91)   -7.69   (m)                       GP(       ) 4 1
 AR1825  NAD 83(1986)-  29 49 50.04925(N)    082 36 36.50314(W) AD(       ) 2
 AR1825  NGVD 29 (11/17/89)   20.6    (m)           68.     (f) GPS OBS        
 AR1825
 AR1825.Superseded values are not recommended for survey control.
 AR1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1825.See file dsdata.txt to determine how the superseded data were derived.
 AR1825
 AR1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP4443201099(NAD 83)
 AR1825_MARKER: DD = SURVEY DISK
 AR1825_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1825_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1825_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1825+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1825
 AR1825  HISTORY     - Date     Condition        Report By
 AR1825  HISTORY     - 1988     MONUMENTED       PMC
 AR1825
 AR1825                          STATION DESCRIPTION
 AR1825
 AR1825'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1825'THE STATION IS LOCATED ABOUT 33.0 KM (20.5 MI)
 AR1825'NORTHWEST OF GAINESVILLE.
 AR1825'OWNERSHIP--PRIVATE.
 AR1825'
 AR1825'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 AR1825'U.S. HIGHWAY 27 (NORTH MAIN STREET AND 1ST AVE) IN DOWNTOWN HIGH
 AR1825'SPRINGS, GO NORTHWEST FOR 1.4 KM (0.9 MI) ON U.S. 27 TO NW 13TH
 AR1825'STREET,
 AR1825'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) ON NW 13TH STREET
 AR1825'ACROSS THE RAILROAD CROSSING, TURN LEFT AND GO SOUTHEAST
 AR1825'IMMEDIATELY AFTER CROSSING LAST SPUR TRACK, CONTINUE AHEAD AND GO
 AR1825'SOUTHEAST FOR 91.4 METERS (300 FT) ON A TRAIL ROAD CROSSING TWO
 AR1825'SPUR TRACKS AND TURN RIGHT AT FORK IN TRAIL ROAD, CONTINUE SOUTH
 AR1825'FOR 21.3 METERS (70 FT) TO THE STATION ON THE RIGHT.
 AR1825'THE STATION IS 3.7 METERS (12 FT) NORTHWEST OF A SOUTHWESTERLY
 AR1825'PROJECTION OF THE CENTERLINE OF NW 12TH STREET AT A DISTANCE OF
 AR1825'89.0 METERS (292 FT) SOUTHWESTERLY FROM THE INTERSECTION OF SAID
 AR1825'CENTERLINE WITH THE CENTERLINE OF THE MAIN TRACK OF THE S.C.L.
 AR1825'RAILROAD, 6.0 METERS (19.8 FT) SOUTHEAST (RADIALLY) FROM THE
 AR1825'CENTERLIMNE ARC OF A SPUR TRACK, AND 44.3 METERS (145.3 FT)
 AR1825'NORTHWEST FROM A LONE PALM TREE.
 AR1825'
 AR1825'THE STATION IS A STANDARD AC GIS DISK
 AR1825'STAMPED---STATION A229---,
 AR1825'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1825'22.40 METERS (70.22 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1825'SET,
 AR1825'9.78 METERS (32.09 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1825'SET,
 AR1825'44.37 METERS (145.57 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1825'SET IN 14 IN PALM,
 AR1825'23.77 METERS (78.00 FT) NORTHEAST FROM A CHISELED CROSS IN
 AR1825'NORTHWEST CORNER OF A CONCRETE SLAB,
 AR1825'0.2 METERS (0.8 FT) SOUTHEAST FROM A CARSONITE WITNESS POST SET.
 AR1825'
 AR1825'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1825'STAMPED---AZIMUTH A230---,
 AR1825'SET INTO THE GROUND 12 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1825'26.76 METERS (87.80 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1825'IN POWER POLE,
 AR1825'0.87 METERS (2.84 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1825'IN POWER POLE,
 AR1825'21.32 METERS (69.94 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1825'IN 10 IN OAK,
 AR1825'0.3 METERS (1.0 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1825'TO REACH THE AZIMUTH FROM THE STATION,
 AR1825'GO NORTHEAST FOR 664.5 METERS (2180 FT) ON A NORTHEASTERLY
 AR1825'PROJECTION OF THE CENTERLINE OF N.W. 12TH STREET TO THE AZIMUTH
 AR1825'MARK.  THE AZIMUTH MARK IS 3.7 METERS (12 FT) NORTHEAST OF THE
 AR1825'PAVEMENT OF NW 5TH AVENUE, AND 0.9 METERS (3 FT) NORTHWEST OF A
 AR1825'STREET LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5527 ***********************************************************************
 AF5527  DESIGNATION -  A 23
 AF5527  PID         -  AF5527
 AF5527  STATE/COUNTY-  FL/HIGHLANDS
 AF5527  USGS QUAD   -  BRIGHTON (1972)
 AF5527
 AF5527                         *CURRENT SURVEY CONTROL
 AF5527  ___________________________________________________________________
 AF5527* NAD 83(1986)-  27 13 32.     (N)    081 05 40.     (W)     SCALED    
 AF5527* NAVD 88     -         9.733  (meters)      31.93   (feet)  ADJUSTED  
 AF5527  ___________________________________________________________________
 AF5527  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AF5527  DYNAMIC HT  -           9.718 (meters)      31.88  (feet)  COMP
 AF5527  MODELED GRAV-     979,109.3   (mgal)                       NAVD 88
 AF5527
 AF5527  VERT ORDER  -  FIRST     CLASS II
 AF5527
 AF5527.The horizontal coordinates were scaled from a topographic map and have
 AF5527.an estimated accuracy of +/- 6 seconds.
 AF5527
 AF5527.The orthometric height was determined by differential leveling
 AF5527.and adjusted by the National Geodetic Survey in June 1991..
 AF5527.WARNING-Repeat measurements at this control monument indicate possible
 AF5527.vertical movement.
 AF5527
 AF5527.The geoid height was determined by GEOID03.
 AF5527
 AF5527.The dynamic height is computed by dividing the NAVD 88
 AF5527.geopotential number by the normal gravity value computed on the
 AF5527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5527.degrees latitude (g = 980.6199 gals.).
 AF5527
 AF5527.The modeled gravity was interpolated from observed gravity values.
 AF5527
 AF5527;                    North         East    Units  Estimated Accuracy
 AF5527;SPC FL E     -   320,400.      190,650.      MT  (+/- 180 meters Scaled)
 AF5527
 AF5527                          SUPERSEDED SURVEY CONTROL
 AF5527
 AF5527  NGVD 29 (09/01/92)   10.100  (m)           33.14   (f) ADJUSTED    1 2
 AF5527
 AF5527.Superseded values are not recommended for survey control.
 AF5527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5527.See file dsdata.txt to determine how the superseded data were derived.
 AF5527
 AF5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML906114(NAD 83)
 AF5527_MARKER: DB = BENCH MARK DISK
 AF5527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5527_STAMPING: 32.572 A 23 1933
 AF5527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5527+STABILITY: SURFACE MOTION
 AF5527
 AF5527  HISTORY     - Date     Condition        Report By
 AF5527  HISTORY     - 1933     MONUMENTED       CGS
 AF5527  HISTORY     - 1950     GOOD             NGS
 AF5527  HISTORY     - 1979     GOOD             NGS
 AF5527
 AF5527                          STATION DESCRIPTION
 AF5527
 AF5527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AF5527'16.9 MI W FROM OKEECHOBEE.
 AF5527'IN HIGHLANDS COUNTY, 16.9 MILES WEST ALONG STATE HIGHWAY 70 FROM
 AF5527'THE CITY HALL AT OKEECHOBEE, OKEECHOBEE COUNTY, AT BRIGHTON,
 AF5527'320 FEET WEST OF THE ENTRANCE TO THE DRIVEWAY OF THE BRIGHTON
 AF5527'VALLEY HOTEL, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST TO
 AF5527'LAKEPORT, 81 FEET EAST OF THE CENTER LINE OF THE ROAD, 31.4 FEET
 AF5527'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 6 FEET NORTH OF
 AF5527'POLE 516 E 4.  A STANDARD DISK, STAMPED 32.572 A 23 1933 AND SET
 AF5527'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 AF5527
 AF5527                          STATION RECOVERY (1950)
 AF5527
 AF5527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AF5527'RECOVERED IN GOOD CONDITION.
 AF5527
 AF5527                          STATION RECOVERY (1979)
 AF5527
 AF5527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AF5527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4008 ***********************************************************************
 AK4008  DESIGNATION -  A 230
 AK4008  PID         -  AK4008
 AK4008  STATE/COUNTY-  FL/BREVARD
 AK4008  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4008
 AK4008                         *CURRENT SURVEY CONTROL
 AK4008  ___________________________________________________________________
 AK4008* NAD 83(1986)-  28 06 00.     (N)    080 37 19.     (W)     SCALED    
 AK4008* NAVD 88     -         6.208  (meters)      20.37   (feet)  ADJUSTED  
 AK4008  ___________________________________________________________________
 AK4008  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK4008  DYNAMIC HT  -           6.199 (meters)      20.34  (feet)  COMP
 AK4008  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AK4008
 AK4008  VERT ORDER  -  FIRST     CLASS I
 AK4008
 AK4008.The horizontal coordinates were scaled from a topographic map and have
 AK4008.an estimated accuracy of +/- 6 seconds.
 AK4008
 AK4008.The orthometric height was determined by differential leveling
 AK4008.and adjusted by the National Geodetic Survey in June 1991..
 AK4008
 AK4008.The geoid height was determined by GEOID03.
 AK4008
 AK4008.The dynamic height is computed by dividing the NAVD 88
 AK4008.geopotential number by the normal gravity value computed on the
 AK4008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4008.degrees latitude (g = 980.6199 gals.).
 AK4008
 AK4008.The modeled gravity was interpolated from observed gravity values.
 AK4008
 AK4008;                    North         East    Units  Estimated Accuracy
 AK4008;SPC FL E     -   417,350.      237,150.      MT  (+/- 180 meters Scaled)
 AK4008
 AK4008                          SUPERSEDED SURVEY CONTROL
 AK4008
 AK4008  NGVD 29 (09/01/92)    6.637  (m)           21.77   (f) ADJUSTED    1 1
 AK4008
 AK4008.Superseded values are not recommended for survey control.
 AK4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4008.See file dsdata.txt to determine how the superseded data were derived.
 AK4008
 AK4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM371083(NAD 83)
 AK4008_MARKER: DB = BENCH MARK DISK
 AK4008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK4008_SP_SET: CONCRETE BASE
 AK4008_STAMPING: A 230 1965
 AK4008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK4008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK4008+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 AK4008
 AK4008  HISTORY     - Date     Condition        Report By
 AK4008  HISTORY     - 1965     MONUMENTED       CGS
 AK4008  HISTORY     - 1973     GOOD             NGS
 AK4008  HISTORY     - 1979     GOOD             FLDNR
 AK4008  HISTORY     - 1980     GOOD             LOCSUR
 AK4008  HISTORY     - 19910208 MARK NOT FOUND   NGS
 AK4008  HISTORY     - 20030628 GOOD             GEOCAC
 AK4008
 AK4008                          STATION DESCRIPTION
 AK4008
 AK4008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AK4008'1.8 MI NW FROM MELBOURNE.
 AK4008'ABOUT 1.3 MILES NORTHWEST ALONG THE FLORIDA EAST COAST RAILROAD
 AK4008'FROM THE STATION AT MELBOURNE, IN SECTION 23, R 37 E, T 27 S,
 AK4008'NEAR THE SOUTHEAST CORNER OF THE CAPE KENNEDY REGIONAL AIRPORT,
 AK4008'ABOUT 60 YARDS WEST OF THE CENTER OF THE RAILROAD CROSSING
 AK4008'BABCOCK STREET, SET ON THE TOP OF A CONCRETE BASE SUPPORTING
 AK4008'THE SOUTHEAST LEG OF AN AIRPORT BEACON, 150 FEET SOUTHWEST OF THE
 AK4008'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 29 FEET EAST OF THE EAST
 AK4008'RAIL OF A SPUR TRACK, 1 FOOT EAST OF THE LEG OF THE TOWER AND
 AK4008'ABOUT LEVEL WITH THE SPUR TRACK.
 AK4008
 AK4008                          STATION RECOVERY (1979)
 AK4008
 AK4008'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AK4008'RECOVERED IN GOOD CONDITION.
 AK4008
 AK4008                          STATION RECOVERY (1980)
 AK4008
 AK4008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AK4008'RECOVERED IN GOOD CONDITION.
 AK4008
 AK4008                          STATION RECOVERY (1991)
 AK4008
 AK4008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK4008'MARK NOT FOUND.
 AK4008
 AK4008                          STATION RECOVERY (2003)
 AK4008
 AK4008'RECOVERY NOTE BY GEOCACHING 2003 (CSM)
 AK4008'1.8 MI NW FROM MELBOURNE, IN SECTION 23, R 37 E, T 27 S, NEAR
 AK4008'THE SE CORNER OF THE MELBOURNE INTERNATIONAL AIRPORT, ABOUT
 AK4008'60 YARDS W OF THE CENTER OF THE FEC RR CROSSING AT BABCOCK ST,
 AK4008'SET IN THE TOP OF A CONCRETE BASE FORMERLY SUPPORTING THE SE
 AK4008'LEG OF AN AIRPORT BEACON, 150 FT SW OF THE SW RAIL OF THE SW
 AK4008'TRACK, 6 FT W OF THE CURB OF A DRIVE-IN BANK PARKING LOT.
 AK4008'TO REACH FROM THE INTERSECTION OF US HWY 1 AND SR 508 (NASA BLVD),
 AK4008'PROCEED W ON SR 508 APX 0.7 MI TO BABCOCK ST, THEN N APX 0.5 MI TO
 AK4008'FEC RR TRACK, THEN LEFT JUST S OF RR TRACK INTO PARKING LOT, THEN
 AK4008'W APX 200 FT TO THE STATION.
 AK4008'CONSUMER GPS READING AT STATION N23 06 O1.4 W80 37 20.4
 AK4008' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3270 ***********************************************************************
 AF3270  DESIGNATION -  A 231
 AF3270  PID         -  AF3270
 AF3270  STATE/COUNTY-  FL/ST LUCIE
 AF3270  USGS QUAD   -  FORT PIERCE (1983)
 AF3270
 AF3270                         *CURRENT SURVEY CONTROL
 AF3270  ___________________________________________________________________
 AF3270* NAD 83(1986)-  27 29 30.     (N)    080 22 07.     (W)     SCALED    
 AF3270* NAVD 88     -         6.268  (meters)      20.56   (feet)  ADJUSTED  
 AF3270  ___________________________________________________________________
 AF3270  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AF3270  DYNAMIC HT  -           6.259 (meters)      20.53  (feet)  COMP
 AF3270  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 AF3270
 AF3270  VERT ORDER  -  FIRST     CLASS I
 AF3270
 AF3270.This mark is at St Lucie Co Intl Airport (FPR)
 AF3270
 AF3270.The horizontal coordinates were scaled from a topographic map and have
 AF3270.an estimated accuracy of +/- 6 seconds.
 AF3270
 AF3270.The orthometric height was determined by differential leveling
 AF3270.and adjusted by the National Geodetic Survey in June 1991..
 AF3270
 AF3270.The geoid height was determined by GEOID03.
 AF3270
 AF3270.The dynamic height is computed by dividing the NAVD 88
 AF3270.geopotential number by the normal gravity value computed on the
 AF3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3270.degrees latitude (g = 980.6199 gals.).
 AF3270
 AF3270.The modeled gravity was interpolated from observed gravity values.
 AF3270
 AF3270;                    North         East    Units  Estimated Accuracy
 AF3270;SPC FL E     -   350,040.      262,390.      MT  (+/- 180 meters Scaled)
 AF3270
 AF3270                          SUPERSEDED SURVEY CONTROL
 AF3270
 AF3270  NGVD 29 (??/??/92)    6.73   (m)           22.1    (f) COMPUTED    1 1
 AF3270
 AF3270.Superseded values are not recommended for survey control.
 AF3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3270.See file dsdata.txt to determine how the superseded data were derived.
 AF3270
 AF3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL623410(NAD 83)
 AF3270_MARKER: DB = BENCH MARK DISK
 AF3270_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3270+WITH SETTING: PAVEMENT
 AF3270_SP_SET: FOUNDATION
 AF3270_STAMPING: A 231 1965
 AF3270_MARK LOGO: CGS   
 AF3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3270+STABILITY: SURFACE MOTION
 AF3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3270+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 AF3270
 AF3270  HISTORY     - Date     Condition        Report By
 AF3270  HISTORY     - 1965     MONUMENTED       CGS
 AF3270  HISTORY     - 19910205 GOOD             NGS
 AF3270  HISTORY     - 20030123 MARK NOT FOUND   USPSQD
 AF3270
 AF3270                          STATION DESCRIPTION
 AF3270
 AF3270'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3270'AT ST LUCIE COUNTY AP.
 AF3270'AT ST. LUCIE COUNTY AIRPORT, ABOUT 0.3 MILE NORTHWEST ACROSS
 AF3270'THE FIELD FROM THE AIRPORT TERMINAL BUILDING, INSIDE OF A 2 1/2
 AF3270'FOOT WIDE CONCRETE CIRCLE AROUND THE WIND SOCK, SET IN THE TOP
 AF3270'NEAR THE CENTER OF A CONCRETE BLOCK THAT IS ABOUT 5 FOOT SQUARE
 AF3270'PROJECTING 1/2 FOOT OUT OF THE GROUND, 18.0 FEET NORTHEAST OF THE
 AF3270'EAST LEG OF THE STEEL PIPE SUPPORTING THE WIND SOCK AND ABOUT
 AF3270'LEVEL WITH THE FIELD.
 AF3270
 AF3270                          STATION RECOVERY (1991)
 AF3270
 AF3270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3270'2.4 KM (1.5 MI) WESTERLY ALONG STATE HIGHWAY 608 (SAINT LUCIE
 AF3270'BOULEVARD) FROM THE JUNCTION OF U.S. HIGHWAY 1 IN FORT PIERCE, THENCE
 AF3270'0.2 KM (0.1 MI) NORTHERLY ALONG AVIATION WAY, THENCE 0.5 KM (0.3 MI)
 AF3270'WESTERLY ALONG A TRACK ROAD, THENCE 0.4 KM (0.2 MI) NORTHERLY ALONG AN
 AF3270'INACTIVE RUNWAY, NEAR THE CENTER OF A CONCRETE WINDSOCK FOUNDATION
 AF3270'(WINDSOCK REMOVED), 138.8 M (455.4 FT) EAST OF THE EAST EDGE OF THE
 AF3270'RUNWAY, AND 72.6 M (238.2 FT) EAST OF BENCH MARK B 231.
 AF3270
 AF3270                          STATION RECOVERY (2003)
 AF3270
 AF3270'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF3270'LOCATION AT ST. LUCIE COUNTY AIRPORT.
 AF3270'ACCORDING AIRPORT PERSONNEL MARKERS WERE DESTROYED DURING VARIOUS
 AF3270'PHASES OF CONSTRUCTION ON THE RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1826 ***********************************************************************
 AR1826  DESIGNATION -  A 231
 AR1826  PID         -  AR1826
 AR1826  STATE/COUNTY-  FL/ALACHUA
 AR1826  USGS QUAD   -  HIGH SPRINGS SW (1988)
 AR1826
 AR1826                         *CURRENT SURVEY CONTROL
 AR1826  ___________________________________________________________________
 AR1826* NAD 83(1999)-  29 49 33.68703(N)    082 39 25.80048(W)     ADJUSTED  
 AR1826* NAVD 88     -        18.2    (meters)      60.     (feet)  GPS OBS   
 AR1826  ___________________________________________________________________
 AR1826  X           -     707,772.958 (meters)                     COMP
 AR1826  Y           -  -5,492,450.435 (meters)                     COMP
 AR1826  Z           -   3,153,652.634 (meters)                     COMP
 AR1826  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AR1826  ELLIP HEIGHT-          -9.75  (meters)          (05/31/01) GPS OBS
 AR1826  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AR1826
 AR1826  HORZ ORDER  -  FIRST
 AR1826  ELLP ORDER  -  FOURTH    CLASS I
 AR1826
 AR1826.The horizontal coordinates were established by GPS observations
 AR1826.and adjusted by the National Geodetic Survey in May 2001..
 AR1826
 AR1826.The orthometric height was determined by GPS observations and a
 AR1826.high-resolution geoid model.
 AR1826
 AR1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1826
 AR1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1826
 AR1826.The ellipsoidal height was determined by GPS observations
 AR1826.and is referenced to NAD 83.
 AR1826
 AR1826.The geoid height was determined by GEOID03.
 AR1826
 AR1826;                    North         East     Units Scale Factor Converg.
 AR1826;SPC FL N     -    93,001.994   778,103.647   MT  0.99996606   +0 55 33.9
 AR1826;SPC FL N     -   305,124.04  2,552,828.38   sFT  0.99996606   +0 55 33.9
 AR1826;UTM  17      - 3,300,659.569   339,880.683   MT  0.99991633   -0 49 27.8
 AR1826
 AR1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1826!SPC FL N     -   1.00000153  x   0.99996606  =   0.99996759
 AR1826!UTM  17      -   1.00000153  x   0.99991633  =   0.99991786
 AR1826
 AR1826                          SUPERSEDED SURVEY CONTROL
 AR1826
 AR1826  NAD 83(1990)-  29 49 33.68601(N)    082 39 25.80084(W) AD(       ) 1
 AR1826  NAD 83(1990)-  29 49 33.68524(N)    082 39 25.79901(W) AD(       ) 2
 AR1826  ELLIP H (05/01/91)   -9.67   (m)                       GP(       ) 4 1
 AR1826  NAD 83(1986)-  29 49 33.69482(N)    082 39 25.80111(W) AD(       ) 2
 AR1826  NGVD 29 (11/17/89)   18.6    (m)           61.     (f) GPS OBS        
 AR1826
 AR1826.Superseded values are not recommended for survey control.
 AR1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1826.See file dsdata.txt to determine how the superseded data were derived.
 AR1826
 AR1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP3988100660(NAD 83)
 AR1826_MARKER: DD = SURVEY DISK
 AR1826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AR1826_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1826_STAMPING: STATION A231
 AR1826_MARK LOGO: FL-001
 AR1826_PROJECTION: FLUSH
 AR1826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1826+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AR1826_ROD/PIPE-DEPTH: 17.4 meters
 AR1826
 AR1826  HISTORY     - Date     Condition        Report By
 AR1826  HISTORY     - 1988     MONUMENTED       MCGRIF
 AR1826  HISTORY     - 19960606 GOOD             DCJOHN
 AR1826  HISTORY     - 19970502 GOOD             DCJOHN
 AR1826
 AR1826                          STATION DESCRIPTION
 AR1826
 AR1826'DESCRIBED BY P C MCGRIFF COMPANY 1988 (HLW)
 AR1826'THE STATION IS LOCATED ABOUT 36.4 KM (22.6 MI)
 AR1826'NORTHWEST OF GAINESVILLE.
 AR1826'OWNERSHIP--PRIVATE.
 AR1826'
 AR1826'TO REACH THE STATION FROM THE INTERSECTION OF ACR 340 AND ACR 2085
 AR1826'ON ALACHUA-GILCHRIST COUNTY LINE, GO EAST FOR
 AR1826'365.8 METERS (1200 FT) ON ACR 340 TO AN UNLOCKED GATE AND ACCESS
 AR1826'ROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.4 KM ( 0.25 MI) ON
 AR1826'ACCESS ROAD TO A RED FRAME HOUSE ON THE RIGHT AND COW PENS NORTH,
 AR1826'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON A PATH THROUGH THE
 AR1826'GAP IN THE FENCE ACROSS A PASTURE THROUGH ANOTHER FENCE TO THE
 AR1826'STATION.   THE STATION IS 15.2 KM (50 FT) NORTH OF A CLUMP OF OAKS
 AR1826'IN THE PASTURE, 91.4 METERS (300 FT) EAST OF A FENCE LINE ALONG THE
 AR1826'APPROX. WEST LINE OF SECTION 6, TOWNSHIP 8 SOUTH, RANGE 17 EAST,
 AR1826'AND 464.8 METERS (1525 FT) NORTH OF ACR 340.
 AR1826'
 AR1826'THE STATION IS A STANDARD AC GIS DISK
 AR1826'STAMPED---STATION A231---,
 AR1826'SET INTO THE GROUND 39 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1826'19.80 METERS (64.97 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1826'IN 18 IN OAK,
 AR1826'8.46 METERS (27.75 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1826'7.34 METERS (24.07 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1826'5.82 METERS (19.10 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1826'0.3 METERS (1.0 FT) NORTHEAST FROM A CARSONITE WITNESS POST SET.
 AR1826'
 AR1826'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1826'STAMPED---AZIMUTH A232---,
 AR1826'SET INTO THE GROUND 57 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1826'3.43 METERS (11.24 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1826'IN 28 IN PINE,
 AR1826'23.06 METERS (75.66 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1826'IN 5-10 IN OAK TREES,
 AR1826'7.79 METERS (25.55 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1826'IN 4-14 IN OAKS,
 AR1826'15.04 METERS (49.35 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1826'3-14 IN OAKS,
 AR1826'0.9 METERS (3 FT) SOUTHEAST FROM A CARSONITE WITNESS POST SET.
 AR1826'TO REACH THE AZIMUTH FROM THE STATION,
 AR1826'GO SOUTHEAST FOR 610 METERS (2000 FT) ON ACR 340 TO THE AZIMUTH
 AR1826'MARK 57.0 METERS (187 FT) NORTH OF THE NORTH R/W FENCE OF ACR 340.
 AR1826
 AR1826                          STATION RECOVERY (1996)
 AR1826
 AR1826'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1826'THE STATION IS LOCATED APPROXIMATELY 4 MI (6.4 KM) WEST OF HIGH
 AR1826'SPRINGS, 7.5 MI (12.1 KM) SOUTHEAST OF FORT WHITE AND 12.5 MI (20.1
 AR1826'KM) NORTH OF NEWBERRY- TO REACH THE STATION FROM THE INTERSECTION OF
 AR1826'COUNTY ROAD 340 AND COUNTY ROAD 2085 AT THE ALACHUA-GILCHRIST COUNTY
 AR1826'LINE, PROCEED EAST ON COUNTY ROAD 340 FOR 0.15 MI (0.24 KM) TO THE
 AR1826'ENTRANCE OF POE SPRINGS PARK, TURN LEFT AND PROCEED NORTH FOR 0.1 MI
 AR1826'(0.2 KM) TO A FOUR-WAY INTERSECTION JUST SOUTH OF THE PARK OFFICE,
 AR1826'PROCEED WEST ON A DIRT DRIVE FOR 0.15 MI (0.24 KM) TO A MAINTENANCE
 AR1826'BUILDING ON THE LEFT, PROCEED NORTH ACCROSS GRASS FIELD FOR 0.2
 AR1826'MI,TURN RIGHT AND PROCEED EAST FOR 0.05 MI (0.08 KM) TO THE NORTH SIDE
 AR1826'OF A CLUMP OF OAK TREES AND THE STATION ON THE RIGHT, AN ALUMINUM
 AR1826'ALACHUA COUNTY GIS DISC SET IN THE TOP OF A ROD DRIVEN TO REFUSAL.
 AR1826'THE STATION IS 50 FT (15.2 M) NORTH OF A CLUMP OF OAK TREES AND 300 FT
 AR1826'(91.4 M) EAST OF A FENCE ALONG THE APPROXIMATE WEST BOUNDARY OF
 AR1826'SECTION 6, TOWNSHIP 8 SOUTH, RANGE 17 EAST.  THE WITNESS POST HAS BEEN
 AR1826'DESTROYED.- NAIL AND DISC (LB4514) , SET IN A POWER POLE, NORTH 43
 AR1826'DEGREES WEST AT 393.25 FT (119.86 M) - NAIL AND DISC (LB4514) , SET IN
 AR1826'A POWER POLE, SOUTH 65 DEGREES WEST AT 317.89 FT (96.89 M) - NAIL AND
 AR1826'DISC (LB4514) , SET IN A 12-INCH OAK TREE, SOUTH 15 DEGREES EAST AT
 AR1826'60.13 FT (18.33 M) - SET 5/8 INCH IRON ROD WITH CAP (REF COR LB4514) ,
 AR1826'NORTH 76 DEGREES EAST AT 49.08 FT (14.96 M) -
 AR1826
 AR1826                          STATION RECOVERY (1997)
 AR1826
 AR1826'RECOVERY NOTE BY DC JOHNSON ASSOC 1997 (CHX)
 AR1826'RECFOVERY NOTE BY DC JOHNSON ASSOC (CHX) THE STATION WAS RECOVERED AS
 AR1826'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2988 ***********************************************************************
 AD2988  DESIGNATION -  A 232
 AD2988  PID         -  AD2988
 AD2988  STATE/COUNTY-  FL/PALM BEACH
 AD2988  USGS QUAD   -  JUPITER (1983)
 AD2988
 AD2988                         *CURRENT SURVEY CONTROL
 AD2988  ___________________________________________________________________
 AD2988* NAD 83(1986)-  26 57 31.     (N)    080 05 19.     (W)     SCALED    
 AD2988* NAVD 88     -         4.854  (meters)      15.93   (feet)  ADJUSTED  
 AD2988  ___________________________________________________________________
 AD2988  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AD2988  DYNAMIC HT  -           4.846 (meters)      15.90  (feet)  COMP
 AD2988  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 AD2988  OBS GRAVITY -     979,094.7   (mgal)                       GRAV_OBS
 AD2988
 AD2988  VERT ORDER  -  FIRST     CLASS II
 AD2988
 AD2988.The horizontal coordinates were scaled from a topographic map and have
 AD2988.an estimated accuracy of +/- 6 seconds.
 AD2988
 AD2988.The orthometric height was determined by differential leveling
 AD2988.and adjusted by the National Geodetic Survey in May 1994..
 AD2988.WARNING-Repeat measurements at this control monument indicate possible
 AD2988.vertical movement.
 AD2988
 AD2988.The geoid height was determined by GEOID03.
 AD2988
 AD2988.The dynamic height is computed by dividing the NAVD 88
 AD2988.geopotential number by the normal gravity value computed on the
 AD2988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2988.degrees latitude (g = 980.6199 gals.).
 AD2988
 AD2988.The modeled gravity was interpolated from observed gravity values.
 AD2988.The observed gravity was obtained from relative gravimeter ties
 AD2988.to the IGSN71 gravity network.
 AD2988
 AD2988;                    North         East    Units  Estimated Accuracy
 AD2988;SPC FL E     -   291,150.      290,490.      MT  (+/- 180 meters Scaled)
 AD2988
 AD2988                          SUPERSEDED SURVEY CONTROL
 AD2988
 AD2988  NAVD 88 (06/15/91)    4.852  (m)           15.92   (f) UNKNOWN     1 2
 AD2988  NGVD 29 (09/01/92)    5.309  (m)           17.42   (f) ADJUSTED    1 2
 AD2988
 AD2988.Superseded values are not recommended for survey control.
 AD2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2988.See file dsdata.txt to determine how the superseded data were derived.
 AD2988
 AD2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK904821(NAD 83)
 AD2988_MARKER: DB = BENCH MARK DISK
 AD2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2988_SP_SET: CONCRETE POST
 AD2988_STAMPING: A 232 1965
 AD2988_MARK LOGO: CGS   
 AD2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2988+STABILITY: SURFACE MOTION
 AD2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2988+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AD2988
 AD2988  HISTORY     - Date     Condition        Report By
 AD2988  HISTORY     - 1965     MONUMENTED       CGS
 AD2988  HISTORY     - 1972     GOOD             NGS
 AD2988  HISTORY     - 1981     GOOD             FLDNR
 AD2988  HISTORY     - 1981     GOOD             FLDNR
 AD2988  HISTORY     - 1983     GOOD             LOCSUR
 AD2988  HISTORY     - 1987     GOOD             USPSQD
 AD2988  HISTORY     - 19910122 GOOD             NGS
 AD2988  HISTORY     - 20010331 GOOD             NGS
 AD2988  HISTORY     - 20020722 GOOD             USPSQD
 AD2988  HISTORY     - 20030910 GOOD             USPSQD
 AD2988
 AD2988                          STATION DESCRIPTION
 AD2988
 AD2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2988'1.5 MI N FROM JUPITER.
 AD2988'ABOUT 1.5 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2988'THE FREIGHT STATION AT JUPITER, IN SECTION 30, R 43 E, T 40 S,
 AD2988'0.2 MILE NORTHWEST OF MILEPOST 282, NEAR THE CROSSING OF TEQUEST
 AD2988'ROAD, 61 FEET WEST OF THE CENTER OF THE CROSSING, 50.5 FEET
 AD2988'NORTHWEST OF THE CENTER LINE OF TEQUEST ROAD, 21.5 FEET SOUTHWEST
 AD2988'OF THE SOUTHWEST RAIL, 4 FEET SOUTHWEST OF TELEPHONE POLE NO.
 AD2988'104433, 78 FEET SOUTHEAST OF RAILWAY SIGNAL BLOCK NO. 2811.5
 AD2988'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AD2988'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 AD2988'ABOVE THE LEVEL OF THE GROUND.
 AD2988
 AD2988                          STATION RECOVERY (1972)
 AD2988
 AD2988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2988'RECOVERED IN GOOD CONDITION.
 AD2988
 AD2988                          STATION RECOVERY (1981)
 AD2988
 AD2988'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2988'RECOVERED IN GOOD CONDITION.
 AD2988
 AD2988                          STATION RECOVERY (1981)
 AD2988
 AD2988'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2988'RECOVERED IN GOOD CONDITION.
 AD2988
 AD2988                          STATION RECOVERY (1983)
 AD2988
 AD2988'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AD2988'MARK IS SOLID IS GROUND BUT ID NOW OVER ONE FOOT ABOVE LEVEL OF
 AD2988'GROUND. WITNESS POST ON SITE BUT MANGLED. THERE IS NO SIGNAL BLOCK
 AD2988'NOW TELEPHONE POLE NEAR MARK. ALSO MARK IS APPROX. 34.5 FEET SOUTWEST
 AD2988'OF THE SOUTHWEST RAIL INSTEAM OF 21.5 FEET AS DESCRIBED. EITHER THE
 AD2988'RR TRACK WAS MOVED WHEN REBUILT SEVERAL YEARS AGO OR THE BENCH MARK
 AD2988'HAS BEEN MOVED.
 AD2988
 AD2988                          STATION RECOVERY (1987)
 AD2988
 AD2988'RECOVERY NOTE BY US POWER SQUADRON 1987 (BD)
 AD2988'RECOVERED IN GOOD CONDITION.
 AD2988
 AD2988                          STATION RECOVERY (1991)
 AD2988
 AD2988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2988'IN TEQUESTA, AT THE INTERSECTION OF THE FLORIDA EAST COAST RAILROAD
 AD2988'AND TEQUESTA DRIVE, 10.4 M (34.1 FT) WEST OF THE NEAR RAIL, 9.4 M
 AD2988'(30.8 FT) NORTH OF AND LEVEL WITH CENTERLINE OF THE WESTBOUND LANES
 AD2988'OF TEQUESTA DRIVE, 6.5 M (21.3 FT) WEST OF A RAILROAD SIGNAL, 2.0 M
 AD2988'(6.6 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, 0.4 M (1.3 FT) EAST
 AD2988'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 AD2988'GROUND SURFACE.  NOTE--THE MONUMENT LEANS SLIGHTLY TO THE NORTHEAST,
 AD2988'BUT IS SOLID IN PLACE.
 AD2988
 AD2988                          STATION RECOVERY (2001)
 AD2988
 AD2988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2988'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2988
 AD2988                          STATION RECOVERY (2002)
 AD2988
 AD2988'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2988'RECOVERED IN GOOD CONDITION.
 AD2988
 AD2988                          STATION RECOVERY (2003)
 AD2988
 AD2988'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2988' 
 AD2988' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1827 ***********************************************************************
 AR1827  DESIGNATION -  A 233
 AR1827  PID         -  AR1827
 AR1827  STATE/COUNTY-  FL/ALACHUA
 AR1827  USGS QUAD   -  HIGH SPRINGS SW (1988)
 AR1827
 AR1827                         *CURRENT SURVEY CONTROL
 AR1827  ___________________________________________________________________
 AR1827* NAD 83(1999)-  29 47 06.64763(N)    082 39 27.11844(W)     ADJUSTED  
 AR1827* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 AR1827  ___________________________________________________________________
 AR1827  X           -     708,026.104 (meters)                     COMP
 AR1827  Y           -  -5,494,691.868 (meters)                     COMP
 AR1827  Z           -   3,149,726.836 (meters)                     COMP
 AR1827  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AR1827  ELLIP HEIGHT-          -4.05  (meters)          (06/12/02) GPS OBS
 AR1827  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AR1827
 AR1827  HORZ ORDER  -  SECOND
 AR1827  ELLP ORDER  -  FOURTH    CLASS I
 AR1827
 AR1827.The horizontal coordinates were established by GPS observations
 AR1827.and adjusted by the National Geodetic Survey in June 2002..
 AR1827
 AR1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1827
 AR1827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1827
 AR1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1827
 AR1827.The ellipsoidal height was determined by GPS observations
 AR1827.and is referenced to NAD 83.
 AR1827
 AR1827.The geoid height was determined by GEOID03.
 AR1827
 AR1827;                    North         East     Units Scale Factor Converg.
 AR1827;SPC FL N     -    88,474.603   778,141.426   MT  0.99997053   +0 55 33.2
 AR1827;SPC FL N     -   290,270.43  2,552,952.33   sFT  0.99997053   +0 55 33.2
 AR1827;UTM  17      - 3,296,133.369   339,780.194   MT  0.99991673   -0 49 24.8
 AR1827
 AR1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1827!SPC FL N     -   1.00000064  x   0.99997053  =   0.99997117
 AR1827!UTM  17      -   1.00000064  x   0.99991673  =   0.99991737
 AR1827
 AR1827                          SUPERSEDED SURVEY CONTROL
 AR1827
 AR1827  NAD 83(1990)-  29 47 06.64595(N)    082 39 27.11728(W) AD(       ) 2
 AR1827  ELLIP H (05/01/91)   -3.98   (m)                       GP(       ) 4 1
 AR1827  NAD 83(1986)-  29 47 06.65554(N)    082 39 27.12017(W) AD(       ) 2
 AR1827  NGVD 29 (11/17/89)   24.4    (m)           80.     (f) GPS OBS        
 AR1827
 AR1827.Superseded values are not recommended for survey control.
 AR1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1827.See file dsdata.txt to determine how the superseded data were derived.
 AR1827
 AR1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3978096133(NAD 83)
 AR1827_MARKER: DD = SURVEY DISK
 AR1827_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1827_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1827_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1827+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1827
 AR1827  HISTORY     - Date     Condition        Report By
 AR1827  HISTORY     - 1988     MONUMENTED       PMC
 AR1827
 AR1827                          STATION DESCRIPTION
 AR1827
 AR1827'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1827'THE STATION IS LOCATED ABOUT 34.4 KM (21.4 MI)
 AR1827'NORTHWEST OF GAINESVILLE.
 AR1827'OWNERSHIP--ACR 2085 R/W.
 AR1827'
 AR1827'TO REACH THE STATION FROM THE INTERSECTION OF ACR 340 AND ACR 2085
 AR1827'ON THE ALACHUA-GILCHRIST COUNTY LINE, GO SOUTH FOR
 AR1827'4.0 KM (2.5 MI) ON ACR 2085 TO THE STATION ON THE LEFT IN THE
 AR1827'GRASS SHOULDER.
 AR1827'
 AR1827'THE STATION IS A STANDARD AC GIS DISK
 AR1827'STAMPED---STATION A233---,
 AR1827'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1827'4.71 METERS (15.44 FT) EAST FROM THE PC NO 3456,
 AR1827'30.54 METERS (100.18 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1827'SET IN POWER POLE,
 AR1827'10.78 METERS (35.38 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765)
 AR1827'SET,
 AR1827'23.76 METERS (77.96 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1827'IN 6 IN OAK,
 AR1827'7.0 METERS (23 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1827'
 AR1827'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1827'STAMPED---AZIMUTH A234---,
 AR1827'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1827'5.25 METERS (17.21 FT) EAST FROM A PCP NO 3456,
 AR1827'15.50 METERS (50.84 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1827'IN 6 IN BLACK CHERRY,
 AR1827'21.78 METERS (71.46 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1827'IN 10 IN BLACK CHERRY,
 AR1827'7.5 METERS (24.5 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1827'TO REACH THE AZIMUTH FROM THE STATION,
 AR1827'GO SOUTH FOR 911.4 METERS (2990 FT) ON ACR 2085 TO THE AZIMUTH MARK
 AR1827'1.5 METERS (5 FT) EAST OF THE PAVEMENT OF ACR 2085.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7823 ***********************************************************************
 AD7823  DESIGNATION -  A 233 RESET
 AD7823  PID         -  AD7823
 AD7823  STATE/COUNTY-  FL/PALM BEACH
 AD7823  USGS QUAD   -  RIVIERA BEACH (1983)
 AD7823
 AD7823                         *CURRENT SURVEY CONTROL
 AD7823  ___________________________________________________________________
 AD7823* NAD 83(1986)-  26 51 13.     (N)    080 05 45.     (W)     SCALED    
 AD7823* NAVD 88     -         3.75   (meters)      12.3    (feet)  RESET     
 AD7823  ___________________________________________________________________
 AD7823  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AD7823
 AD7823  VERT ORDER  -  THIRD
 AD7823
 AD7823.The horizontal coordinates were scaled from a topographic map and have
 AD7823.an estimated accuracy of +/- 6 seconds.
 AD7823
 AD7823.The orthometric height was computed from unverified reset data.
 AD7823.No vertical observational check was made to the station.
 AD7823
 AD7823.The geoid height was determined by GEOID03.
 AD7823
 AD7823;                    North         East    Units  Estimated Accuracy
 AD7823;SPC FL E     -   279,510.      289,860.      MT  (+/- 180 meters Scaled)
 AD7823
 AD7823                          SUPERSEDED SURVEY CONTROL
 AD7823
 AD7823  NGVD 29 (08/19/04)    4.21   (m)           13.8    (f) RESET       3  
 AD7823
 AD7823.Superseded values are not recommended for survey control.
 AD7823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7823.See file dsdata.txt to determine how the superseded data were derived.
 AD7823
 AD7823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK898705(NAD 83)
 AD7823_MARKER: DB = BENCH MARK DISK
 AD7823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7823_SP_SET: CONCRETE POST
 AD7823_STAMPING: A 233 RESET 1983
 AD7823_MARK LOGO: NGS   
 AD7823_PROJECTION: FLUSH
 AD7823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7823+STABILITY: SURFACE MOTION
 AD7823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7823+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 AD7823
 AD7823  HISTORY     - Date     Condition        Report By
 AD7823  HISTORY     - 1983     MONUMENTED       NGS
 AD7823  HISTORY     - 19870826 MARK NOT FOUND   USPSQD
 AD7823  HISTORY     - 19910118 MARK NOT FOUND   NGS
 AD7823  HISTORY     - 19950502 GOOD             USPSQD
 AD7823  HISTORY     - 20020302 GOOD             USPSQD
 AD7823  HISTORY     - 20030309 GOOD             USPSQD
 AD7823  HISTORY     - 20040410 GOOD             USPSQD
 AD7823
 AD7823                          STATION DESCRIPTION
 AD7823
 AD7823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AD7823'9.3 KM (5.80 MI) SOUTH FROM JUPITER.
 AD7823'0.4 MILE SOUTH ALONG ALTERNATE A1A FROM THE POST OFFICE IN JUPITER,
 AD7823'THENCE SOUTH ALONG ALTERNATE A1A FROM STATE HIGHWAY 706 FOR 3.6 MILES
 AD7823'TO (DONALD ROSS ROAD), THENCE SOUTH ALONG ALTERNATE A1A FOR 2.1 MILES
 AD7823'TO GARDENS BAPTIST CHURCH ON LEFT, 120.0 FEET EAST OF THE CENTER OF
 AD7823'MEDIAN OF ALTERNATE A1A, 24.0 FEET NORTH OF THE CENTER OF ATLANTIC
 AD7823'ROAD, 6.0 FEET SOUTH OF A WOODEN FENCE AND 1.5 FEET WEST OF A POWER
 AD7823'LINE POLE.
 AD7823'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 AD7823'THE MARK IS 1.0 M BELOW ATLANTIC ROAD.
 AD7823
 AD7823                          STATION RECOVERY (1987)
 AD7823
 AD7823'RECOVERY NOTE BY US POWER SQUADRON 1987 (REK)
 AD7823'MARK NOT FOUND.
 AD7823
 AD7823                          STATION RECOVERY (1991)
 AD7823
 AD7823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD7823'THERE HAS BEEN EXTENSIVE HIGHWAY CONSTRUCTION AT THE DESCRIBED
 AD7823'LOCATION.  ASSUMED DESTROYED.
 AD7823
 AD7823                          STATION RECOVERY (1995)
 AD7823
 AD7823'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD7823'RECOVERED IN GOOD CONDITION.
 AD7823
 AD7823                          STATION RECOVERY (2002)
 AD7823
 AD7823'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD7823'CHURCH NAME CHANGED TO FIRST BAPTIST. MARK RECOVERED 39 INCHES WEST OF
 AD7823'POWER POLE. WOODEN FENCE AND WITNESS POST ARE GONE.
 AD7823' 
 AD7823
 AD7823                          STATION RECOVERY (2003)
 AD7823
 AD7823'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD7823'RECOVERED IN GOOD CONDITION.
 AD7823
 AD7823                          STATION RECOVERY (2004)
 AD7823
 AD7823'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD7823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2690 ***********************************************************************
 AD2690  DESIGNATION -  A 234
 AD2690  PID         -  AD2690
 AD2690  STATE/COUNTY-  FL/PALM BEACH
 AD2690  USGS QUAD   -  DELRAY BEACH (1983)
 AD2690
 AD2690                         *CURRENT SURVEY CONTROL
 AD2690  ___________________________________________________________________
 AD2690* NAD 83(1986)-  26 27 16.     (N)    080 04 18.     (W)     SCALED    
 AD2690* NAVD 88     -         4.570  (meters)      14.99   (feet)  ADJUSTED  
 AD2690  ___________________________________________________________________
 AD2690  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AD2690  DYNAMIC HT  -           4.563 (meters)      14.97  (feet)  COMP
 AD2690  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AD2690  OBS GRAVITY -     979,094.2   (mgal)                       GRAV_OBS
 AD2690
 AD2690  VERT ORDER  -  FIRST     CLASS I
 AD2690
 AD2690.The horizontal coordinates were scaled from a topographic map and have
 AD2690.an estimated accuracy of +/- 6 seconds.
 AD2690
 AD2690.The orthometric height was determined by differential leveling
 AD2690.and adjusted by the National Geodetic Survey in May 1994..
 AD2690
 AD2690.The geoid height was determined by GEOID03.
 AD2690
 AD2690.The dynamic height is computed by dividing the NAVD 88
 AD2690.geopotential number by the normal gravity value computed on the
 AD2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2690.degrees latitude (g = 980.6199 gals.).
 AD2690
 AD2690.The modeled gravity was interpolated from observed gravity values.
 AD2690.The observed gravity was obtained from relative gravimeter ties
 AD2690.to the IGSN71 gravity network.
 AD2690
 AD2690;                    North         East    Units  Estimated Accuracy
 AD2690;SPC FL E     -   235,300.      292,580.      MT  (+/- 180 meters Scaled)
 AD2690
 AD2690                          SUPERSEDED SURVEY CONTROL
 AD2690
 AD2690  NAVD 88 (06/15/91)    4.590  (m)           15.06   (f) UNKNOWN     1 1
 AD2690  NGVD 29 (09/01/92)    5.042  (m)           16.54   (f) ADJUSTED    1 1
 AD2690
 AD2690.Superseded values are not recommended for survey control.
 AD2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2690.See file dsdata.txt to determine how the superseded data were derived.
 AD2690
 AD2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK925263(NAD 83)
 AD2690_MARKER: DB = BENCH MARK DISK
 AD2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2690_SP_SET: CONCRETE POST
 AD2690_STAMPING: A 234 1965
 AD2690_MARK LOGO: CGS   
 AD2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2690+STABILITY: SURFACE MOTION
 AD2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2690+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1991
 AD2690
 AD2690  HISTORY     - Date     Condition        Report By
 AD2690  HISTORY     - 1965     MONUMENTED       CGS
 AD2690  HISTORY     - 1973     GOOD             NGS
 AD2690  HISTORY     - 1984     GOOD             USPSQD
 AD2690  HISTORY     - 1987     GOOD             USPSQD
 AD2690  HISTORY     - 1987     GOOD             USPSQD
 AD2690  HISTORY     - 1988     GOOD             USPSQD
 AD2690  HISTORY     - 1988     GOOD             USPSQD
 AD2690  HISTORY     - 1989     GOOD             USPSQD
 AD2690  HISTORY     - 1990     GOOD             USPSQD
 AD2690  HISTORY     - 1990     GOOD             USPSQD
 AD2690  HISTORY     - 19910107 GOOD             NGS
 AD2690  HISTORY     - 19910723 GOOD             USPSQD
 AD2690  HISTORY     - 20030922 MARK NOT FOUND   USPSQD
 AD2690  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AD2690  HISTORY     - 20051013 MARK NOT FOUND   USPSQD
 AD2690
 AD2690                          STATION DESCRIPTION
 AD2690
 AD2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2690'AT DELRAY BEACH.
 AD2690'AT DELRAY BEACH, ABOUT 0.5 MILE SOUTH ALONG THE FLORIDA EAST
 AD2690'COAST RAILWAY FROM THE CROSSING OF E. ATLANTIC AVENUE, 0.35
 AD2690'MILE SOUTH OF MILEPOST 317, 127.0 FEET NORTHWEST OF THE
 AD2690'CENTER OF THE CROSSNG OF S.E. 4TH STREET, 24.5 FEET WEST OF THE
 AD2690'WEST RAIL OF THE SOUTHBOUND MAIN TRACK, 125.0 FEET NORTH OF THE
 AD2690'CENTER LINE OF THE STREET, 15.5 FEET WEST-NORTHWEST OF THE SOUTHWEST
 AD2690'CORNER OF CONCRETE BASE FOR SEMAPHORE 317+3, 3.0 FEET NORTH OF A
 AD2690'POWER LINE POLE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 AD2690'1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 AD2690'CONCRETE POST PROJECTING 0.2 FOOT.  IN SECTION 16, R 43 E,
 AD2690'T 46 S.
 AD2690
 AD2690                          STATION RECOVERY (1973)
 AD2690
 AD2690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1984)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1987)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1987 (JH)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1987)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1988)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1988 (YH)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1988)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1988 (CEP)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1989)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1990)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1990)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (1991)
 AD2690
 AD2690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2690'IN DELRAY BEACH, AT THE INTERSECTION OF SOUTHEAST 4TH STREET AND THE
 AD2690'FLORIDA EAST COAST RAILROAD, 38.3 M (125.7 FT) NORTH OF THE STREET
 AD2690'CENTERLINE, 26.1 M (85.6 FT) NORTH OF THE NORTHEAST CORNER OF A
 AD2690'CHAIN-LINK FENCE, 11.5 M (37.7 FT) WEST OF THE NEAR RAIL, 4.8 M (15.7
 AD2690'FT) WEST OF THE SOUTHWEST CORNER OF A RAILROAD SIGNAL, 3.2 M (10.5
 AD2690'FT) EAST OF THE EAST EDGE OF A PARKING LOT, 0.5 M (1.6 FT) EAST OF A
 AD2690'RIGHT-OF-WAY POST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, LEVEL WITH
 AD2690'THE TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD2690
 AD2690                          STATION RECOVERY (1991)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD2690'RECOVERED IN GOOD CONDITION.
 AD2690
 AD2690                          STATION RECOVERY (2003)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2690'MARK NOT FOUND.
 AD2690
 AD2690                          STATION RECOVERY (2004)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2690'SEMAPHORE SIGNAL REINSTALLED AT DIFFERENT LOCATION.  OWNERS OF
 AD2690'ADJACENT PROPERTY FOUND IT LAYING ON THE GROUND ON THEIR PROPERTY AND
 AD2690'REINSTALLED IT TO USE AS A FLAG POLE.  WITNESS POST FOUND IN WEEDS
 AD2690'LAYING ON GROUND IN GENERAL VICINITY.
 AD2690
 AD2690                          STATION RECOVERY (2005)
 AD2690
 AD2690'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2746 ***********************************************************************
 AD2746  DESIGNATION -  A 235
 AD2746  PID         -  AD2746
 AD2746  STATE/COUNTY-  FL/PALM BEACH
 AD2746  USGS QUAD   -  LAKE WORTH (1983)
 AD2746
 AD2746                         *CURRENT SURVEY CONTROL
 AD2746  ___________________________________________________________________
 AD2746* NAD 83(1986)-  26 35 03.     (N)    080 03 07.     (W)     SCALED    
 AD2746* NAVD 88     -         2.052  (meters)       6.73   (feet)  ADJUSTED  
 AD2746  ___________________________________________________________________
 AD2746  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AD2746  DYNAMIC HT  -           2.048 (meters)       6.72  (feet)  COMP
 AD2746  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AD2746
 AD2746  VERT ORDER  -  FIRST     CLASS I
 AD2746
 AD2746.The horizontal coordinates were scaled from a topographic map and have
 AD2746.an estimated accuracy of +/- 6 seconds.
 AD2746
 AD2746.The orthometric height was determined by differential leveling
 AD2746.and adjusted by the National Geodetic Survey in June 1991..
 AD2746
 AD2746.The geoid height was determined by GEOID03.
 AD2746
 AD2746.The dynamic height is computed by dividing the NAVD 88
 AD2746.geopotential number by the normal gravity value computed on the
 AD2746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2746.degrees latitude (g = 980.6199 gals.).
 AD2746
 AD2746.The modeled gravity was interpolated from observed gravity values.
 AD2746
 AD2746;                    North         East    Units  Estimated Accuracy
 AD2746;SPC FL E     -   249,680.      294,440.      MT  (+/- 180 meters Scaled)
 AD2746
 AD2746                          SUPERSEDED SURVEY CONTROL
 AD2746
 AD2746  NGVD 29 (??/??/92)    2.524  (m)            8.28   (f) ADJ UNCH    1 1
 AD2746
 AD2746.Superseded values are not recommended for survey control.
 AD2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2746.See file dsdata.txt to determine how the superseded data were derived.
 AD2746
 AD2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK944407(NAD 83)
 AD2746_MARKER: DB = BENCH MARK DISK
 AD2746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD2746_SP_SET: 26.3 FEET
 AD2746_STAMPING: A 235 1965
 AD2746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2746
 AD2746  HISTORY     - Date     Condition        Report By
 AD2746  HISTORY     - 1965     MONUMENTED       CGS
 AD2746  HISTORY     - 1974     GOOD             NGS
 AD2746  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD2746  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2746  HISTORY     - 19910723 MARK NOT FOUND   USPSQD
 AD2746
 AD2746                          STATION DESCRIPTION
 AD2746
 AD2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AD2746'AT LANTANA.
 AD2746'AT LANTANA, NEAR THE CROSSING OF OCEAN AVENUE AND THE FLORIDA
 AD2746'EAST COAST RAILWAY, IN THE SOUTHWEST CORNER OF JUNCTION OF
 AD2746'OCEAN AVENUE AND OLD DIXIE HIGHWAY, 125 FEET SOUTHEAST OF THE
 AD2746'LANTANA POST OFFICE THAT IS ACROSS THE RAILROAD TRACK AND AVENUE,
 AD2746'48.3 FEET EAST OF THE EAST RAIL OF RAILROAD TRACK, 64.9 FEET
 AD2746'WEST OF THE CENTER OF OLD DIXIE HIGHWAY, 28.9 FEET SOUTH OF
 AD2746'THE CENTER OF OCEAN AVENUE, 4.5 FEET WEST OF A CONCRETE POWER
 AD2746'LINE POLE, 2.5 FEET NORTHWEST OF A BRACE POLE WITH WITNESS
 AD2746'SIGN NAILED TO IT, 6-INCHES SOUTH OF THE SIDEWALK, FLUSH WITH
 AD2746'THE GROUND AND A DISK ATOP A COPPER COATED STEEL ROD DRIVEN TO
 AD2746'REFUSAL AT A DEPTH OF 26.3 FEET.  SEC 3, T 45 S, R 43 E.
 AD2746
 AD2746                          STATION RECOVERY (1984)
 AD2746
 AD2746'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2746'MARK NOT FOUND.
 AD2746
 AD2746                          STATION RECOVERY (1987)
 AD2746
 AD2746'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2746'MARK NOT FOUND.
 AD2746
 AD2746                          STATION RECOVERY (1991)
 AD2746
 AD2746'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD2746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1828 ***********************************************************************
 AR1828  DESIGNATION -  A 235
 AR1828  PID         -  AR1828
 AR1828  STATE/COUNTY-  FL/ALACHUA
 AR1828  USGS QUAD   -  WATERS LAKE (1993)
 AR1828
 AR1828                         *CURRENT SURVEY CONTROL
 AR1828  ___________________________________________________________________
 AR1828* NAD 83(1999)-  29 44 11.72060(N)    082 39 25.02369(W)     ADJUSTED  
 AR1828* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 AR1828  ___________________________________________________________________
 AR1828  X           -     708,423.974 (meters)                     COMP
 AR1828  Y           -  -5,497,339.114 (meters)                     COMP
 AR1828  Z           -   3,145,052.621 (meters)                     COMP
 AR1828  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AR1828  ELLIP HEIGHT-          -0.86  (meters)          (06/12/02) GPS OBS
 AR1828  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR1828
 AR1828  HORZ ORDER  -  SECOND
 AR1828  ELLP ORDER  -  FOURTH    CLASS I
 AR1828
 AR1828.The horizontal coordinates were established by GPS observations
 AR1828.and adjusted by the National Geodetic Survey in June 2002..
 AR1828
 AR1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1828
 AR1828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1828
 AR1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1828
 AR1828.The ellipsoidal height was determined by GPS observations
 AR1828.and is referenced to NAD 83.
 AR1828
 AR1828.The geoid height was determined by GEOID03.
 AR1828
 AR1828;                    North         East     Units Scale Factor Converg.
 AR1828;SPC FL N     -    83,090.140   778,284.742   MT  0.99997650   +0 55 34.2
 AR1828;SPC FL N     -   272,604.90  2,553,422.52   sFT  0.99997650   +0 55 34.2
 AR1828;UTM  17      - 3,290,747.347   339,759.121   MT  0.99991682   -0 49 19.4
 AR1828
 AR1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1828!SPC FL N     -   1.00000014  x   0.99997650  =   0.99997664
 AR1828!UTM  17      -   1.00000014  x   0.99991682  =   0.99991696
 AR1828
 AR1828                          SUPERSEDED SURVEY CONTROL
 AR1828
 AR1828  NAD 83(1990)-  29 44 11.71907(N)    082 39 25.02319(W) AD(       ) 2
 AR1828  ELLIP H (05/01/91)   -0.79   (m)                       GP(       ) 4 1
 AR1828  NAD 83(1986)-  29 44 11.72823(N)    082 39 25.02866(W) AD(       ) 2
 AR1828  NGVD 29 (11/17/89)   27.6    (m)           91.     (f) GPS OBS        
 AR1828
 AR1828.Superseded values are not recommended for survey control.
 AR1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1828.See file dsdata.txt to determine how the superseded data were derived.
 AR1828
 AR1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3975990747(NAD 83)
 AR1828_MARKER: DD = SURVEY DISK
 AR1828_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1828_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1828_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1828+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1828
 AR1828  HISTORY     - Date     Condition        Report By
 AR1828  HISTORY     - 1988     MONUMENTED       PMC
 AR1828
 AR1828                          STATION DESCRIPTION
 AR1828
 AR1828'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1828'THE STATION IS LOCATED ABOUT 32.5 KM (20.2 MI)
 AR1828'WEST-NORTHWEST OF GAINESVILLE.
 AR1828'OWNERSHIP--ACR 2085 R/W.
 AR1828'
 AR1828'TO REACH THE STATION FROM THE INTERSECTION OF ACR 232 AND ACR 2085
 AR1828'ON THE ALACHUA-GILCHRIST COUNTY LINE, GO NORTH FOR
 AR1828'1.1 KM (0.7 MI) ON ACR 2085 TO THE STATION ON THE RIGHT 2.1 METERS
 AR1828'(7 FT) EAST OF THE EAST EDGE OF THE ROAD.
 AR1828'
 AR1828'THE STATION IS A STANDARD AC GIS DISK
 AR1828'STAMPED---STATION A235---,
 AR1828'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1828'8.93 METERS (29.28 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1828'5.29 METERS (17.37 FT) WEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1828'29.34 METERS (96.27 FT) NORTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1828'10.74 METERS (35.23 FT) EAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1828'1.1 METERS (3.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1828'
 AR1828'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1828'STAMPED---AZIMUTH A236---,
 AR1828'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1828'29.76 METERS (97.65 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1828'IN POWER POLE,
 AR1828'14.19 METERS (46.56 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1828'10.45 METERS (34.29 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1828'IN CENTERLINE INTERSECTION OF ACR 2085 AND ACR 232,
 AR1828'TO REACH THE AZIMUTH FROM THE STATION,
 AR1828'GO SOUTH FOR 1.1 KM (0.7 MI) ON ACR 2085 TO THE INTERSECTION WITH
 AR1828'ACR 232 AND THE AZIMUTH MARK ON THE SOUTH SIDE OF ACR 232.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3080 ***********************************************************************
 AF3080  DESIGNATION -  A 236
 AF3080  PID         -  AF3080
 AF3080  STATE/COUNTY-  FL/MARTIN
 AF3080  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3080
 AF3080                         *CURRENT SURVEY CONTROL
 AF3080  ___________________________________________________________________
 AF3080* NAD 83(1986)-  27 10 08.     (N)    080 09 32.     (W)     SCALED    
 AF3080* NAVD 88     -         1.546  (meters)       5.07   (feet)  ADJUSTED  
 AF3080  ___________________________________________________________________
 AF3080  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AF3080  DYNAMIC HT  -           1.543 (meters)       5.06  (feet)  COMP
 AF3080  MODELED GRAV-     979,109.3   (mgal)                       NAVD 88
 AF3080
 AF3080  VERT ORDER  -  FIRST     CLASS I
 AF3080
 AF3080.The horizontal coordinates were scaled from a topographic map and have
 AF3080.an estimated accuracy of +/- 6 seconds.
 AF3080
 AF3080.The orthometric height was determined by differential leveling
 AF3080.and adjusted by the National Geodetic Survey in June 1991..
 AF3080
 AF3080.The geoid height was determined by GEOID03.
 AF3080
 AF3080.The dynamic height is computed by dividing the NAVD 88
 AF3080.geopotential number by the normal gravity value computed on the
 AF3080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3080.degrees latitude (g = 980.6199 gals.).
 AF3080
 AF3080.The modeled gravity was interpolated from observed gravity values.
 AF3080
 AF3080;                    North         East    Units  Estimated Accuracy
 AF3080;SPC FL E     -   314,400.      283,360.      MT  (+/- 180 meters Scaled)
 AF3080
 AF3080                          SUPERSEDED SURVEY CONTROL
 AF3080
 AF3080  NGVD 29 (??/??/92)    1.989  (m)            6.53   (f) ADJ UNCH    1 1
 AF3080
 AF3080.Superseded values are not recommended for survey control.
 AF3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3080.See file dsdata.txt to determine how the superseded data were derived.
 AF3080
 AF3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833054(NAD 83)
 AF3080_MARKER: DB = BENCH MARK DISK
 AF3080_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AF3080+WITH SETTING: INTO GROUND
 AF3080_STAMPING: A 236 1965
 AF3080_MARK LOGO: CGS   
 AF3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3080+STABILITY: SURFACE MOTION
 AF3080
 AF3080  HISTORY     - Date     Condition        Report By
 AF3080  HISTORY     - 1965     MONUMENTED       CGS
 AF3080  HISTORY     - 1970     GOOD             NGS
 AF3080  HISTORY     - 1972     GOOD             NGS
 AF3080  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AF3080  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3080
 AF3080                          STATION DESCRIPTION
 AF3080
 AF3080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3080'8.8 MI SE FROM STUART.
 AF3080'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3080'COURTHOUSE AT STUART, THENCE 2.4 MILES SOUTH ALONG MAC ARTHUR
 AF3080'BOULEVARD, THENCE 1.2 MILES SOUTH ALONG THE ATLANTIC OCEAN
 AF3080'BEACH, THENCE 0.2 MILE WEST ALONG THE NORTH JETTY OF THE ST
 AF3080'LUCIE INLET, 175 YARDS EAST OF THE WEST END AND 55 FEET NORTH
 AF3080'OF THE NORTH FACE OF THE JETTY, 40 1/2 FEET NORTHEAST OF THE
 AF3080'MORE EASTERLY OF TWO 24-INCH TREES, 1 FOOT SOUTH OF A METAL
 AF3080'WITNESS POST, A DISK BRAZED ON THE TOP OF A 3-INCH METAL PIPE
 AF3080'WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
 AF3080
 AF3080                          STATION RECOVERY (1972)
 AF3080
 AF3080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3080'RECOVERED IN GOOD CONDITION.
 AF3080
 AF3080                          STATION RECOVERY (1984)
 AF3080
 AF3080'RECOVERY NOTE BY US POWER SQUADRON 1984
 AF3080'MARK NOT FOUND.
 AF3080
 AF3080                          STATION RECOVERY (1989)
 AF3080
 AF3080'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5897 ***********************************************************************
 AC5897  DESIGNATION -  A 236 AZ MK
 AC5897  PID         -  AC5897
 AC5897  STATE/COUNTY-  FL/GILCHRIST
 AC5897  USGS QUAD   -  WATERS LAKE (1993)
 AC5897
 AC5897                         *CURRENT SURVEY CONTROL
 AC5897  ___________________________________________________________________
 AC5897* NAD 83(1999)-  29 43 35.58036(N)    082 39 25.50547(W)     ADJUSTED  
 AC5897* NAVD 88     -        27.7    (meters)      91.     (feet)  GPS OBS   
 AC5897  ___________________________________________________________________
 AC5897  X           -     708,481.739 (meters)                     COMP
 AC5897  Y           -  -5,497,888.671 (meters)                     COMP
 AC5897  Z           -   3,144,086.632 (meters)                     COMP
 AC5897  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AC5897  ELLIP HEIGHT-          -0.22  (meters)          (05/31/01) GPS OBS
 AC5897  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AC5897
 AC5897  HORZ ORDER  -  FIRST
 AC5897  ELLP ORDER  -  FOURTH    CLASS I
 AC5897
 AC5897.The horizontal coordinates were established by GPS observations
 AC5897.and adjusted by the National Geodetic Survey in May 2001..
 AC5897
 AC5897.The orthometric height was determined by GPS observations and a
 AC5897.high-resolution geoid model.
 AC5897
 AC5897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5897
 AC5897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5897
 AC5897.The ellipsoidal height was determined by GPS observations
 AC5897.and is referenced to NAD 83.
 AC5897
 AC5897.The geoid height was determined by GEOID03.
 AC5897
 AC5897;                    North         East     Units Scale Factor Converg.
 AC5897;SPC FL N     -    81,977.304   778,289.783   MT  0.99997782   +0 55 34.0
 AC5897;SPC FL N     -   268,953.87  2,553,439.06   sFT  0.99997782   +0 55 34.0
 AC5897;UTM  17      - 3,289,634.942   339,730.214   MT  0.99991693   -0 49 18.7
 AC5897
 AC5897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5897!SPC FL N     -   1.00000003  x   0.99997782  =   0.99997785
 AC5897!UTM  17      -   1.00000003  x   0.99991693  =   0.99991696
 AC5897
 AC5897                          SUPERSEDED SURVEY CONTROL
 AC5897
 AC5897  NAD 83(1990)-  29 43 35.57929(N)    082 39 25.50557(W) AD(       ) 1
 AC5897  ELLIP H (01/28/97)   -0.16   (m)                       GP(       ) 3 1
 AC5897
 AC5897.Superseded values are not recommended for survey control.
 AC5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5897.See file dsdata.txt to determine how the superseded data were derived.
 AC5897
 AC5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3973089635(NAD 83)
 AC5897_MARKER: DD = SURVEY DISK
 AC5897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5897_STAMPING: AZIMUTH A236
 AC5897_MARK LOGO: FL-001
 AC5897_PROJECTION: FLUSH
 AC5897_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5897+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AC5897_ROD/PIPE-DEPTH:  8.2 meters
 AC5897
 AC5897  HISTORY     - Date     Condition        Report By
 AC5897  HISTORY     - 1988     MONUMENTED       PMC
 AC5897  HISTORY     - 19960606 GOOD             DCJOHN
 AC5897
 AC5897                          STATION DESCRIPTION
 AC5897
 AC5897'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AC5897'THE STATION (A 235) IS LOCATED ABOUT 32.5 KM (20.2 MI) WEST-NORTHWEST
 AC5897'OF GAINESVILLE.
 AC5897'
 AC5897'TO REACH THE STATION FROM THE INTERSECTION OF ACR 232 AND ACR 2085 ON
 AC5897'THE ALACHUA-GILCHRIST COUNTY LINE, GO NORTH FOR 1.1 KM (0.7 MI) ON ACR
 AC5897'2085 TO THE STATION (A 235) ON THE RIGHT 2.1 METERS (7 FT) EAST OF THE
 AC5897'EAST EDGE OF THE ROAD.
 AC5897'
 AC5897'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH FOR 1.1 KM (0.7 MI) ON
 AC5897'ACR 2085 TO THE INTERSECTION WITH ACR 232 AND THE AZIMUTH MARK ON THE
 AC5897'SOUTH SIDE OF ACR 232.
 AC5897'
 AC5897'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK STAMPED---AZIMUTH
 AC5897'A236---, SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE) 29.76
 AC5897'METERS (97.65 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET IN POWER
 AC5897'POLE, 14.19 METERS (46.56 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AC5897'SET, 10.45 METERS (34.29 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AC5897'SET IN CENTERLINE INTERSECTION OF ACR 2085 AND ACR 232,
 AC5897
 AC5897                          STATION RECOVERY (1996)
 AC5897
 AC5897'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AC5897'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) NORTHEAST OF
 AC5897'TRENTON, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF NEWBERRY AND 7.5 MI (12.1
 AC5897'KM) SOUTH-SOUTHWEST OF HIGH SPRINGS - THE STATION WAS PREVIOUSLY
 AC5897'DESCRIBED AS AN ACCESSORY FOR A 235 - THE STATION IS LOCATED AT THE
 AC5897'INTERSECTION OF COUNTY ROAD 232 (ALSO KNOWN AS NORTHWEST 78TH AVENUE)
 AC5897'AND NORTHWEST 298TH STREET, AN ALUMINUM ALACHUA COUNTY GIS DISC SET ON
 AC5897'A ROD DRIVEN TO REFUSAL.  THE STATION IS 19.2 FT (5.9 M) SOUTHEAST OF
 AC5897'THE CENTERLINE OF STATE ROAD 349.- REFERENCES- NAIL AND CAP (NO 3765),
 AC5897'FOUND IN A POWER POLE, SOUTHEAST AT 97.65 FT (29.76 M) - FOUND REBAR
 AC5897'AND CAP (NO 3765), NORTHWEST AT 46.56 FT (14.19 M) - NAIL AND CAP (NO
 AC5897'3765), FOUND IN CENTERLINE INTERSECTION OF COUNTY ROAD 2085 AND
 AC5897'COUNTY ROAD 232 NORTHEAST AT 34.29 FT (10.45 M) - NORTH 50 DEGREES
 AC5897'WEST AT 96.0 FT (29.3 M) TO A ROAD SIGN (ENTERING ALACHUA COUNTY) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0477 ***********************************************************************
 AC0477  DESIGNATION -  A 237
 AC0477  PID         -  AC0477
 AC0477  STATE/COUNTY-  FL/MIAMI-DADE
 AC0477  USGS QUAD   -  HIALEAH SW (1988)
 AC0477
 AC0477                         *CURRENT SURVEY CONTROL
 AC0477  ___________________________________________________________________
 AC0477* NAD 83(1999)-  25 45 40.28800(N)    080 25 59.08152(W)     ADJUSTED  
 AC0477* NAVD 88     -         1.975  (meters)       6.48   (feet)  ADJUSTED  
 AC0477  ___________________________________________________________________
 AC0477  X           -     955,289.727 (meters)                     COMP
 AC0477  Y           -  -5,667,910.039 (meters)                     COMP
 AC0477  Z           -   2,755,248.801 (meters)                     COMP
 AC0477  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AC0477  ELLIP HEIGHT-         -22.78  (meters)          (12/12/02) GPS OBS
 AC0477  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AC0477  DYNAMIC HT  -           1.972 (meters)       6.47  (feet)  COMP
 AC0477  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AC0477
 AC0477  HORZ ORDER  -  FIRST
 AC0477  VERT ORDER  -  FIRST     CLASS II
 AC0477  ELLP ORDER  -  FIFTH     CLASS I
 AC0477
 AC0477.The horizontal coordinates were established by GPS observations
 AC0477.and adjusted by the National Geodetic Survey in December 2002..
 AC0477
 AC0477.The orthometric height was determined by differential leveling
 AC0477.and adjusted by the National Geodetic Survey in July 2006..
 AC0477
 AC0477.Photographs are available for this station.
 AC0477
 AC0477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0477
 AC0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0477
 AC0477.The ellipsoidal height was determined by GPS observations
 AC0477.and is referenced to NAD 83.
 AC0477
 AC0477.The geoid height was determined by GEOID03.
 AC0477
 AC0477.The dynamic height is computed by dividing the NAVD 88
 AC0477.geopotential number by the normal gravity value computed on the
 AC0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0477.degrees latitude (g = 980.6199 gals.).
 AC0477
 AC0477.The modeled gravity was interpolated from observed gravity values.
 AC0477
 AC0477;                    North         East     Units Scale Factor Converg.
 AC0477;SPC FL E     -   158,281.968   256,870.417   MT  0.99998110   +0 14 47.1
 AC0477;SPC FL E     -   519,296.76    842,749.03   sFT  0.99998110   +0 14 47.1
 AC0477;UTM  17      - 2,849,359.944   556,851.013   MT  0.99963991   +0 14 47.1
 AC0477
 AC0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0477!SPC FL E     -   1.00000358  x   0.99998110  =   0.99998468
 AC0477!UTM  17      -   1.00000358  x   0.99963991  =   0.99964349
 AC0477
 AC0477                          SUPERSEDED SURVEY CONTROL
 AC0477
 AC0477  NAVD 88 (09/04/92)    1.990  (m)            6.53   (f) UNKNOWN     1 1
 AC0477  NAVD 88 (06/15/91)    2.089  (m)            6.85   (f) UNKNOWN     1 1
 AC0477  NGVD 29 (09/01/92)    2.467  (m)            8.09   (f) ADJUSTED    1 1
 AC0477
 AC0477.Superseded values are not recommended for survey control.
 AC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0477.See file dsdata.txt to determine how the superseded data were derived.
 AC0477
 AC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5685149360(NAD 83)
 AC0477_MARKER: DB = BENCH MARK DISK
 AC0477_SETTING: 66 = SET IN ROCK OUTCROP
 AC0477_SP_SET: BEDROCK
 AC0477_STAMPING: A 237 1965
 AC0477_MARK LOGO: CGS   
 AC0477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC0477+STABILITY: POSITION/ELEVATION WELL
 AC0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0477+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 AC0477
 AC0477  HISTORY     - Date     Condition        Report By
 AC0477  HISTORY     - 1965     MONUMENTED       CGS
 AC0477  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AC0477  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AC0477  HISTORY     - 19910302 GOOD             USPSQD
 AC0477  HISTORY     - 19920218 GOOD             NGS
 AC0477  HISTORY     - 20020527 GOOD             MAPTEC
 AC0477  HISTORY     - 20050305 GOOD             FLDEP
 AC0477
 AC0477                          STATION DESCRIPTION
 AC0477
 AC0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0477'7.6 MI W FROM WEST MIAMI.
 AC0477'ABOUT 7.6 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI
 AC0477'STATION POST OFFICE AT WEST MIAMI, IN SECTION 4, R 39 E, T 54 S,
 AC0477'ABOUT 0.9 MILE EAST OF A 60-FOOT CONCRETE BRIDGE UNDER THE
 AC0477'NORTH LANE OF THE HIGHWAY, NEAR THE JUNCTION OF SW 147 TH AVENUE,
 AC0477'ON THE SOUTH BANK OF THE TAMIAMI CANAL, SET ON THE TOP OF AND
 AC0477'ABOUT IN THE CENTER OF A 4-BY-3-FOOT ROCK OUTCROP WHICH
 AC0477'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 45 FEET EAST OF
 AC0477'BENCH MARK TC 15 RESET DWC DESCRIBED, 34 1/2 FEET NORTH OF THE
 AC0477'CENTER LINE OF THE NORTH LANE OF THE HIGHWAY, 6 FEET SOUTH
 AC0477'OF THE SOUTH BANK OF THE CANAL AND 2 FEET BELOW THE LEVEL OF
 AC0477'THE HIGHWAY.
 AC0477
 AC0477                          STATION RECOVERY (1986)
 AC0477
 AC0477'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC0477'MARK NOT FOUND.
 AC0477
 AC0477                          STATION RECOVERY (1987)
 AC0477
 AC0477'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 AC0477'MARK NOT FOUND.
 AC0477
 AC0477                          STATION RECOVERY (1991)
 AC0477
 AC0477'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC0477'RECOVERED IN GOOD CONDITION.
 AC0477
 AC0477                          STATION RECOVERY (1992)
 AC0477
 AC0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0477'12.8 KM (7.95 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0477'OFFICE IN WEST MIAMI, IN TOP OF AND NEAR THE CENTER OF A 3 BY 3-FOOT
 AC0477'AREA OF EXPOSED BEDROCK, 15.2 M (49.9 FT) WEST OF THE EXTENDED CENTER
 AC0477'OF A HIGHWAY CROSSOVER, 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF
 AC0477'THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) EAST OF A WITNESS
 AC0477'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC0477
 AC0477                          STATION RECOVERY (2002)
 AC0477
 AC0477'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0477'STATION RECOVERY (2002)
 AC0477'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AC0477'RECOVERED AS DESCRIBED.
 AC0477' 
 AC0477'
 AC0477
 AC0477                          STATION RECOVERY (2005)
 AC0477
 AC0477'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AC0477'THE MARK IS ABOUT 7.0 MI SOUTH-SOUTHWEST OF HIALEAH, 3.2 MI WEST OF
 AC0477'SWEETWATER, IN  SECTION 3, TOWNSHIP 54 SOUTH, RANGE 39 EAST.
 AC0477' 
 AC0477'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 997 (KROME
 AC0477'AVENUE, SW 177 AVENUE)  AND U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW 8TH ST)
 AC0477'ABOUT 10.0 MI SOUTHWEST OF HIALEAH, GO EAST  ON U.S. HIGHWAY 41
 AC0477'(TAMIAMI TRAIL, SW 8TH ST) FOR 3.05 MI TO THE JUNCTION OF SOUTHWEST
 AC0477'147TH AVENUE ON THE RIGHT, A CROSSOVER AND THE MARK ON THE LEFT, SET
 AC0477'IN THE TOP OF A  ROCK OUTCROP ABOUT 1.0 FT BELOW THE LEVEL OF U.S.
 AC0477'HIGHWAY 41 WESTBOUND LANES.  THE  MARK CAN ALSO BE REACHED FROM THE
 AC0477'HOMESTEAD EXTENSION FLORIDA TURNPIKE OVERPASS  EXIT 25 (STATE HIGHWAY
 AC0477'821) IN SWEETWATER AND U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW 8TH ST),  GO
 AC0477'WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW 8TH ST) FOR 2.95 MI TO THE
 AC0477'JUNCTION OF  SOUTHWEST 147TH AVENUE ON THE LEFT AND THE MARK ON THE
 AC0477'RIGHT.
 AC0477' 
 AC0477'LOCATED 70.0 FT WEST OF THE EXTENDED CENTERLINE OF SOUTHWEST 147TH
 AC0477'AVENUE, 50.0 FT  WEST OF THE EXTENDED CENTERLINE OF THE CROSSOVER,
 AC0477'32.0 FT NORTHWEST OF AN ALUMINUM  POLE NUMBER A-2-20, 28.7 FT NORTH OF
 AC0477'THE NORTH CURB AND GUARDRAIL OF U.S. HIGHWAY 41  WESTBOUND LANES AND
 AC0477'3.3 FT EAST OF A METAL WITNESS POST.
 AC0477' 
 AC0477'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE ROCK
 AC0477'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1829 ***********************************************************************
 AR1829  DESIGNATION -  A 237
 AR1829  PID         -  AR1829
 AR1829  STATE/COUNTY-  FL/ALACHUA
 AR1829  USGS QUAD   -  WATERS LAKE (1993)
 AR1829
 AR1829                         *CURRENT SURVEY CONTROL
 AR1829  ___________________________________________________________________
 AR1829* NAD 83(1999)-  29 41 47.92499(N)    082 39 25.43937(W)     ADJUSTED  
 AR1829* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 AR1829  ___________________________________________________________________
 AR1829  X           -     708,693.209 (meters)                     COMP
 AR1829  Y           -  -5,499,515.797 (meters)                     COMP
 AR1829  Z           -   3,141,206.397 (meters)                     COMP
 AR1829  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AR1829  ELLIP HEIGHT-          -2.67  (meters)          (06/12/02) GPS OBS
 AR1829  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR1829
 AR1829  HORZ ORDER  -  SECOND
 AR1829  ELLP ORDER  -  FOURTH    CLASS I
 AR1829
 AR1829.The horizontal coordinates were established by GPS observations
 AR1829.and adjusted by the National Geodetic Survey in June 2002..
 AR1829
 AR1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1829
 AR1829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1829
 AR1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1829
 AR1829.The ellipsoidal height was determined by GPS observations
 AR1829.and is referenced to NAD 83.
 AR1829
 AR1829.The geoid height was determined by GEOID03.
 AR1829
 AR1829;                    North         East     Units Scale Factor Converg.
 AR1829;SPC FL N     -    78,663.017   778,345.136   MT  0.99998194   +0 55 34.0
 AR1829;SPC FL N     -   258,080.25  2,553,620.67   sFT  0.99998194   +0 55 34.0
 AR1829;UTM  17      - 3,286,320.716   339,684.469   MT  0.99991712   -0 49 16.0
 AR1829
 AR1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1829!SPC FL N     -   1.00000042  x   0.99998194  =   0.99998236
 AR1829!UTM  17      -   1.00000042  x   0.99991712  =   0.99991754
 AR1829
 AR1829                          SUPERSEDED SURVEY CONTROL
 AR1829
 AR1829  NAD 83(1990)-  29 41 47.92363(N)    082 39 25.43900(W) AD(       ) 2
 AR1829  ELLIP H (05/01/91)   -2.62   (m)                       GP(       ) 4 1
 AR1829  NAD 83(1986)-  29 41 47.93186(N)    082 39 25.44473(W) AD(       ) 2
 AR1829  NGVD 29 (11/17/89)   25.7    (m)           84.     (f) GPS OBS        
 AR1829
 AR1829.Superseded values are not recommended for survey control.
 AR1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1829.See file dsdata.txt to determine how the superseded data were derived.
 AR1829
 AR1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3968486321(NAD 83)
 AR1829_MARKER: DD = SURVEY DISK
 AR1829_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1829_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1829_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1829+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1829
 AR1829  HISTORY     - Date     Condition        Report By
 AR1829  HISTORY     - 1988     MONUMENTED       PMC
 AR1829
 AR1829                          STATION DESCRIPTION
 AR1829
 AR1829'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1829'THE STATION IS LOCATED ABOUT 31.4 KM (19.5 MI)
 AR1829'WEST-NORTHWEST OF GAINESVILLE.
 AR1829'OWNERSHIP--PRIVATE.
 AR1829'
 AR1829'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND U.S. HIGHWAY
 AR1829'41 IN NEWBERRY,
 AR1829'GO NORTH FOR 5.6 KM (3.5 MI) ON U.S. 41 TO ACR NW 36,
 AR1829'TURN LEFT AND GO WEST FOR 4.8 KM (3 MI) ON ACR NW 36 TO THE END OF
 AR1829'THE ROAD AT THE ALACHUA-GILCHRIST COUNTY LINE, CONTINUE STRAIGHT
 AR1829'AHEAD AND GO WEST FOR 17.7 METERS (58 FT) ON A PATH THROUGH AN
 AR1829'UNLOCKED CHAIN-LINK GATE ON AN 8 FT WIDE TRAIL TO THE STATION IN
 AR1829'THE CENTER OF THE TRAIL ROAD 21.9 METERS (72 FT) NORTHEAST OF AN
 AR1829'ELECTRIC SERVICE POLE.
 AR1829'
 AR1829'THE STATION IS A STANDARD AC GIS DISK
 AR1829'STAMPED---STATION A237---,
 AR1829'SET INTO THE GROUND 25 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1829'11.31 METERS (37.10 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1829'SET,
 AR1829'22.81 METERS (74.85 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1829'IN TWIN 14 IN LIVE OAKS,
 AR1829'23.55 METERS (77.27 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1829'IN 34 IN LIVE OAK,
 AR1829'22.08 METERS (72.44 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1829'IN POWER POLE,
 AR1829'3 METERS (10 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1829'
 AR1829'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1829'STAMPED---AZIMUTH A238---,
 AR1829'SET INTO THE GROUND 27 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1829'17.20 METERS (56.44 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1829'A POWER POLE,
 AR1829'17.54 METERS (57.56 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1829'IN 6 IN BLACK CHERRY,
 AR1829'47.74 METERS (156.63 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1829'10 IN BLACK CHERRY,
 AR1829'0.9 METERS (3 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1829'TO REACH THE AZIMUTH FROM THE STATION,
 AR1829'GO EAST FOR 609.6 METERS (2000 FT) ON ACR NW 36 TO THE AZIMUTH MARK
 AR1829'1.8 METERS (6 FT) SOUTH OF THE EDGE OF THE LIMEROCK GRADE OF THE
 AR1829'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2282 ***********************************************************************
 AC2282  DESIGNATION -  A 238
 AC2282  PID         -  AC2282
 AC2282  STATE/COUNTY-  FL/MIAMI-DADE
 AC2282  USGS QUAD   -  MIAMI (1994)
 AC2282
 AC2282                         *CURRENT SURVEY CONTROL
 AC2282  ___________________________________________________________________
 AC2282* NAD 83(1986)-  25 45 53.     (N)    080 14 23.     (W)     SCALED    
 AC2282* NAVD 88     -         4.022  (meters)      13.20   (feet)  ADJUSTED  
 AC2282  ___________________________________________________________________
 AC2282  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AC2282  DYNAMIC HT  -           4.016 (meters)      13.18  (feet)  COMP
 AC2282  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 AC2282
 AC2282  VERT ORDER  -  FIRST     CLASS I
 AC2282
 AC2282.The horizontal coordinates were scaled from a topographic map and have
 AC2282.an estimated accuracy of +/- 6 seconds.
 AC2282
 AC2282.The orthometric height was determined by differential leveling
 AC2282.and adjusted by the National Geodetic Survey in June 1991..
 AC2282
 AC2282.The geoid height was determined by GEOID03.
 AC2282
 AC2282.The dynamic height is computed by dividing the NAVD 88
 AC2282.geopotential number by the normal gravity value computed on the
 AC2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2282.degrees latitude (g = 980.6199 gals.).
 AC2282
 AC2282.The modeled gravity was interpolated from observed gravity values.
 AC2282
 AC2282;                    North         East    Units  Estimated Accuracy
 AC2282;SPC FL E     -   158,770.      276,270.      MT  (+/- 180 meters Scaled)
 AC2282
 AC2282                          SUPERSEDED SURVEY CONTROL
 AC2282
 AC2282  NGVD 29 (??/??/92)    4.499  (m)           14.76   (f) ADJ UNCH    1 1
 AC2282
 AC2282.Superseded values are not recommended for survey control.
 AC2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2282.See file dsdata.txt to determine how the superseded data were derived.
 AC2282
 AC2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ762498(NAD 83)
 AC2282_MARKER: DB = BENCH MARK DISK
 AC2282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2282_SP_SET: CONCRETE BLOCK
 AC2282_STAMPING: A 238 1965
 AC2282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2282
 AC2282  HISTORY     - Date     Condition        Report By
 AC2282  HISTORY     - 1965     MONUMENTED       CGS
 AC2282  HISTORY     - 1973     GOOD             NGS
 AC2282  HISTORY     - 19870928 MARK NOT FOUND   USPSQD
 AC2282  HISTORY     - 19901211 MARK NOT FOUND   NGS
 AC2282  HISTORY     - 19920218 MARK NOT FOUND   NGS
 AC2282
 AC2282                          STATION DESCRIPTION
 AC2282
 AC2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2282'AT MIAMI.
 AC2282'AT MIAMI, IN SECTION 9, R 41 E, T 54 S, ABOUT 2.6 MILES WEST
 AC2282'ALONG U.S. HIGHWAY 41 (SW 8TH STREET) FROM THE CROSSING OF THE
 AC2282'FLORIDA EAST COAST RAILWAY, ABOUT 95 YARDS WEST OF THE INTERSECTION
 AC2282'OF SW 8TH STREET AND SW 27TH AVENUE, AT THE COURTESY FORD USED
 AC2282'CAR LOT AT 2742 8TH STREET, SET ON THE TOP AND ALONG THE NORTH
 AC2282'SIDE OF A 2 1/2 FOOT ROUND CONCRETE BLOCK WHICH PROJECTS 3 FEET
 AC2282'AND HAS A 1-FOOT STEEL BEAM WHICH PROJECTS 6 FEET ABOVE THE
 AC2282'BLOCK AND ONCE SUPPORTED A LARGE SIGN, 10 FEET SOUTH OF THE
 AC2282'SOUTH CURB OF SW 8TH STREET AND ABOUT 3 FEET ABOVE THE LEVEL
 AC2282'OF THE HIGHWAY.
 AC2282
 AC2282                          STATION RECOVERY (1973)
 AC2282
 AC2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2282'RECOVERED IN GOOD CONDITION.
 AC2282
 AC2282                          STATION RECOVERY (1987)
 AC2282
 AC2282'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR)
 AC2282'MARK NOT FOUND.
 AC2282
 AC2282                          STATION RECOVERY (1990)
 AC2282
 AC2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2282'NO EVIDENCE OF THE THREE FOOT HIGH CONCRETE BLOCK WAS FOUND.
 AC2282
 AC2282                          STATION RECOVERY (1992)
 AC2282
 AC2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC2282'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC2282'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3118 ***********************************************************************
 AF3118  DESIGNATION -  A 239
 AF3118  PID         -  AF3118
 AF3118  STATE/COUNTY-  FL/MARTIN
 AF3118  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3118
 AF3118                         *CURRENT SURVEY CONTROL
 AF3118  ___________________________________________________________________
 AF3118* NAD 83(1986)-  27 11 46.     (N)    080 13 08.     (W)     SCALED    
 AF3118* NAVD 88     -         2.360  (meters)       7.74   (feet)  ADJUSTED  
 AF3118  ___________________________________________________________________
 AF3118  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AF3118  DYNAMIC HT  -           2.356 (meters)       7.73  (feet)  COMP
 AF3118  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 AF3118
 AF3118  VERT ORDER  -  FIRST     CLASS I
 AF3118
 AF3118.The horizontal coordinates were scaled from a topographic map and have
 AF3118.an estimated accuracy of +/- 6 seconds.
 AF3118
 AF3118.The orthometric height was determined by differential leveling
 AF3118.and adjusted by the National Geodetic Survey in June 1991..
 AF3118
 AF3118.The geoid height was determined by GEOID03.
 AF3118
 AF3118.The dynamic height is computed by dividing the NAVD 88
 AF3118.geopotential number by the normal gravity value computed on the
 AF3118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3118.degrees latitude (g = 980.6199 gals.).
 AF3118
 AF3118.The modeled gravity was interpolated from observed gravity values.
 AF3118
 AF3118;                    North         East    Units  Estimated Accuracy
 AF3118;SPC FL E     -   317,370.      277,390.      MT  (+/- 180 meters Scaled)
 AF3118
 AF3118                          SUPERSEDED SURVEY CONTROL
 AF3118
 AF3118  NGVD 29 (??/??/92)    2.804  (m)            9.20   (f) ADJ UNCH    1 1
 AF3118
 AF3118.Superseded values are not recommended for survey control.
 AF3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3118.See file dsdata.txt to determine how the superseded data were derived.
 AF3118
 AF3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL773083(NAD 83)
 AF3118_MARKER: DB = BENCH MARK DISK
 AF3118_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AF3118+WITH SETTING: INTO GROUND
 AF3118_STAMPING: A 239 1965
 AF3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3118+STABILITY: SURFACE MOTION
 AF3118
 AF3118  HISTORY     - Date     Condition        Report By
 AF3118  HISTORY     - 1965     MONUMENTED       CGS
 AF3118  HISTORY     - 1972     GOOD             NGS
 AF3118  HISTORY     - 1983     GOOD             USPSQD
 AF3118  HISTORY     - 1984     MARK NOT FOUND   NGS
 AF3118  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AF3118  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF3118
 AF3118                          STATION DESCRIPTION
 AF3118
 AF3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3118'1.9 MI E FROM STUART.
 AF3118'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3118'COURTHOUSE AT STUART, NEAR THE REDEEMER LUTHERAN CHURCH, 67.2
 AF3118'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 163.5 FEET NORTH
 AF3118'OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, 28 FEET SOUTHWEST
 AF3118'OF POWER LINE POLE NO. 328 C, 164 FEET EAST OF THE CENTER LINE
 AF3118'OF DRIVEWAY LEADING SOUTH TO CHURCH, 32 1/2 FEET NORTHWEST OF
 AF3118'A LONE 16-INCH PINE TREE, NEAR THE EAST END OF A ROW OF BUSHES,
 AF3118'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK WELDED
 AF3118'ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE
 AF3118'THE LEVEL OF THE GROUND.
 AF3118
 AF3118                          STATION RECOVERY (1972)
 AF3118
 AF3118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3118'RECOVERED IN GOOD CONDITION.
 AF3118
 AF3118                          STATION RECOVERY (1983)
 AF3118
 AF3118'RECOVERY NOTE BY US POWER SQUADRON 1983
 AF3118'RECOVERED IN GOOD CONDITION.
 AF3118
 AF3118                          STATION RECOVERY (1984)
 AF3118
 AF3118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AF3118'MARK NOT FOUND.
 AF3118
 AF3118                          STATION RECOVERY (1987)
 AF3118
 AF3118'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3118'MARK NOT FOUND.
 AF3118
 AF3118                          STATION RECOVERY (1988)
 AF3118
 AF3118'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWH)
 AF3118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1830 ***********************************************************************
 AR1830  DESIGNATION -  A 239
 AR1830  PID         -  AR1830
 AR1830  STATE/COUNTY-  FL/ALACHUA
 AR1830  USGS QUAD   -  WATERS LAKE (1993)
 AR1830
 AR1830                         *CURRENT SURVEY CONTROL
 AR1830  ___________________________________________________________________
 AR1830* NAD 83(1999)-  29 38 53.05310(N)    082 39 22.91149(W)     ADJUSTED  
 AR1830* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 AR1830  ___________________________________________________________________
 AR1830  X           -     709,101.806 (meters)                     COMP
 AR1830  Y           -  -5,502,154.579 (meters)                     COMP
 AR1830  Z           -   3,136,530.202 (meters)                     COMP
 AR1830  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AR1830  ELLIP HEIGHT-           1.76  (meters)          (06/12/02) GPS OBS
 AR1830  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AR1830
 AR1830  HORZ ORDER  -  SECOND
 AR1830  ELLP ORDER  -  FOURTH    CLASS I
 AR1830
 AR1830.The horizontal coordinates were established by GPS observations
 AR1830.and adjusted by the National Geodetic Survey in June 2002..
 AR1830
 AR1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1830
 AR1830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1830
 AR1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1830
 AR1830.The ellipsoidal height was determined by GPS observations
 AR1830.and is referenced to NAD 83.
 AR1830
 AR1830.The geoid height was determined by GEOID03.
 AR1830
 AR1830;                    North         East     Units Scale Factor Converg.
 AR1830;SPC FL N     -    73,280.449   778,500.145   MT  0.99998921   +0 55 35.3
 AR1830;SPC FL N     -   240,420.94  2,554,129.23   sFT  0.99998921   +0 55 35.3
 AR1830;UTM  17      - 3,280,936.292   339,675.349   MT  0.99991716   -0 49 10.3
 AR1830
 AR1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1830!SPC FL N     -   0.99999972  x   0.99998921  =   0.99998893
 AR1830!UTM  17      -   0.99999972  x   0.99991716  =   0.99991688
 AR1830
 AR1830                          SUPERSEDED SURVEY CONTROL
 AR1830
 AR1830  NAD 83(1990)-  29 38 53.05190(N)    082 39 22.91124(W) AD(       ) 2
 AR1830  ELLIP H (05/01/91)    1.79   (m)                       GP(       ) 4 1
 AR1830  NAD 83(1986)-  29 38 53.05918(N)    082 39 22.91721(W) AD(       ) 2
 AR1830  NGVD 29 (11/17/89)   30.1    (m)           99.     (f) GPS OBS        
 AR1830
 AR1830.Superseded values are not recommended for survey control.
 AR1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1830.See file dsdata.txt to determine how the superseded data were derived.
 AR1830
 AR1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3967580936(NAD 83)
 AR1830_MARKER: DD = SURVEY DISK
 AR1830_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1830_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1830_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1830+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1830
 AR1830  HISTORY     - Date     Condition        Report By
 AR1830  HISTORY     - 1988     MONUMENTED       PMC
 AR1830
 AR1830                          STATION DESCRIPTION
 AR1830
 AR1830'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1830'THE STATION IS LOCATED ABOUT 30.9 KM (19.2 MI)
 AR1830'WEST OF GAINESVILLE.
 AR1830'OWNERSHIP--PRIVATE.
 AR1830'
 AR1830'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND U.S.
 AR1830'HIGHWAY 41 IN NEWBERRY, GO WEST FOR 4.8 KM (3 MI) ON SR 26 TO
 AR1830'ACR 2085 ON THE ALACHUA-GILCHRIST COUNTY LINE,
 AR1830'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.3 MI) ON A TRAIL ACCESS ROAD
 AR1830'TO A S.C.L. RAILROAD CROSSING,
 AR1830'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 67.7 METERS (222 FT) ON
 AR1830'TRAIL ACCESS ROAD TO THE STATION ON THE RIGHT.
 AR1830'
 AR1830'THE STATION IS A STANDARD AC GIS DISK
 AR1830'STAMPED---STATION A239---,
 AR1830'SET INTO THE GROUND 18 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1830'43.22 METERS (141.78 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765)
 AR1830'SET IN BLACK CHERRY,
 AR1830'6.74 METERS (22.12 FT) SOUTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1830'7.85 METERS (25.74 FT) NORTHWEST FROM A REBAR AND CAP (NO 3765) SET,
 AR1830'23.60 METERS (77.41 FT) NORTHEAST FROM A REBAR AND CAP (NO 3765)
 AR1830'SET,
 AR1830'1.2 METERS (4 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1830'
 AR1830'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1830'STAMPED---AZIMUTH A240---,
 AR1830'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1830'18.40 METERS (60.37 FT) SOUTH-SOUTHWEST FROM A NAIL AND CAP
 AR1830'(NO 3765) SET IN 7 IN SUGARBERRY,
 AR1830'17.23 METERS (56.53 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1830'34 IN LIVE OAK,
 AR1830'15.94 METERS (52.31 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1830'IN 10 IN BLACK CHERRY,
 AR1830'0.9 METERS (3 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1830'TO REACH THE AZIMUTH FROM THE STATION,
 AR1830'GO NORTH FOR 519.7 METERS (1705 FT) ON TRAIL ACCESS ROAD TO THE
 AR1830'AZIMUTH MARK WHERE THE ROAD TURNS DUE WEST 0.9 METERS (3 FT)
 AR1830'SOUTHEAST OF A GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2227 ***********************************************************************
 AC2227  DESIGNATION -  A 24
 AC2227  PID         -  AC2227
 AC2227  STATE/COUNTY-  FL/MIAMI-DADE
 AC2227  USGS QUAD   -  MIAMI (1994)
 AC2227
 AC2227                         *CURRENT SURVEY CONTROL
 AC2227  ___________________________________________________________________
 AC2227* NAD 83(1986)-  25 51 02.     (N)    080 08 37.     (W)     SCALED    
 AC2227* NAVD 88     -         2.976  (meters)       9.76   (feet)  ADJUSTED  
 AC2227  ___________________________________________________________________
 AC2227  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AC2227  DYNAMIC HT  -           2.971 (meters)       9.75  (feet)  COMP
 AC2227  MODELED GRAV-     979,039.8   (mgal)                       NAVD 88
 AC2227
 AC2227  VERT ORDER  -  SECOND    CLASS 0
 AC2227
 AC2227.The horizontal coordinates were scaled from a topographic map and have
 AC2227.an estimated accuracy of +/- 6 seconds.
 AC2227
 AC2227.The orthometric height was determined by differential leveling
 AC2227.and adjusted by the National Geodetic Survey in June 1991..
 AC2227
 AC2227.The geoid height was determined by GEOID03.
 AC2227
 AC2227.The dynamic height is computed by dividing the NAVD 88
 AC2227.geopotential number by the normal gravity value computed on the
 AC2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2227.degrees latitude (g = 980.6199 gals.).
 AC2227
 AC2227.The modeled gravity was interpolated from observed gravity values.
 AC2227
 AC2227;                    North         East    Units  Estimated Accuracy
 AC2227;SPC FL E     -   168,340.      285,850.      MT  (+/- 180 meters Scaled)
 AC2227
 AC2227                          SUPERSEDED SURVEY CONTROL
 AC2227
 AC2227  NGVD 29 (??/??/92)    3.447  (m)           11.31   (f) ADJ UNCH    2 0
 AC2227
 AC2227.Superseded values are not recommended for survey control.
 AC2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2227.See file dsdata.txt to determine how the superseded data were derived.
 AC2227
 AC2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ858594(NAD 83)
 AC2227_MARKER: Z = SEE DESCRIPTION
 AC2227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2227_SP_SET: WALKWAY
 AC2227_STAMPING: DWC BM A 24
 AC2227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2227
 AC2227  HISTORY     - Date     Condition        Report By
 AC2227  HISTORY     - UNK      MONUMENTED       FL-025
 AC2227  HISTORY     - 1970     GOOD             NGS
 AC2227  HISTORY     - 19870921 MARK NOT FOUND   USPSQD
 AC2227
 AC2227                          STATION DESCRIPTION
 AC2227
 AC2227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2227'AT MIAMI BEACH.
 AC2227'AT MIAMI BEACH, ON NORMANDY ISLE, ABOUT 75 YARDS WEST OF THE
 AC2227'JUNCTION OF 71 ST STREET, NORMANDY DRIVE AND BAY DRIVE, SET IN
 AC2227'THE TOP OF THE EAST END OF THE NORTH WALKWAY FOR THE NORTH
 AC2227'BAY CAUSEWAY OVER BISCAYNE BAY, 4.3 FEET NORTH OF THE NORTH
 AC2227'CURB OF THE BRIDGE AND 1.6 FEET WEST OF THE EAST END OF THE
 AC2227'BRIDGE.
 AC2227
 AC2227                          STATION RECOVERY (1987)
 AC2227
 AC2227'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR)
 AC2227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5156 ***********************************************************************
 AF5156  DESIGNATION -  A 24
 AF5156  PID         -  AF5156
 AF5156  STATE/COUNTY-  FL/DE SOTO
 AF5156  USGS QUAD   -  NOCATEE (1987)
 AF5156
 AF5156                         *CURRENT SURVEY CONTROL
 AF5156  ___________________________________________________________________
 AF5156* NAD 83(1986)-  27 09 04.     (N)    081 53 28.     (W)     SCALED    
 AF5156* NAVD 88     -        11.815  (meters)      38.76   (feet)  ADJUSTED  
 AF5156  ___________________________________________________________________
 AF5156  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AF5156  DYNAMIC HT  -          11.797 (meters)      38.70  (feet)  COMP
 AF5156  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 AF5156
 AF5156  VERT ORDER  -  FIRST     CLASS II
 AF5156
 AF5156.The horizontal coordinates were scaled from a topographic map and have
 AF5156.an estimated accuracy of +/- 6 seconds.
 AF5156
 AF5156.The orthometric height was determined by differential leveling
 AF5156.and adjusted by the National Geodetic Survey in June 1991..
 AF5156
 AF5156.The geoid height was determined by GEOID03.
 AF5156
 AF5156.The dynamic height is computed by dividing the NAVD 88
 AF5156.geopotential number by the normal gravity value computed on the
 AF5156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5156.degrees latitude (g = 980.6199 gals.).
 AF5156
 AF5156.The modeled gravity was interpolated from observed gravity values.
 AF5156
 AF5156;                    North         East    Units  Estimated Accuracy
 AF5156;SPC FL W     -   312,150.      210,790.      MT  (+/- 180 meters Scaled)
 AF5156
 AF5156                          SUPERSEDED SURVEY CONTROL
 AF5156
 AF5156  NGVD 29 (09/01/92)   12.161  (m)           39.90   (f) ADJUSTED    1 2
 AF5156
 AF5156.Superseded values are not recommended for survey control.
 AF5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5156.See file dsdata.txt to determine how the superseded data were derived.
 AF5156
 AF5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML117034(NAD 83)
 AF5156_MARKER: DB = BENCH MARK DISK
 AF5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5156_STAMPING: A 24 1933 39.898
 AF5156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5156+STABILITY: SURFACE MOTION
 AF5156
 AF5156  HISTORY     - Date     Condition        Report By
 AF5156  HISTORY     - 1933     MONUMENTED       CGS
 AF5156  HISTORY     - 1960     GOOD             NGS
 AF5156  HISTORY     - 1964     GOOD             NGS
 AF5156  HISTORY     - 1979     GOOD             NGS
 AF5156  HISTORY     - 19960603 MARK NOT FOUND   USPSQD
 AF5156  HISTORY     - 19970205 GOOD             USPSQD
 AF5156
 AF5156                          STATION DESCRIPTION
 AF5156
 AF5156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AF5156'4.9 MI S FROM ARCADIA.
 AF5156'4.9 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AF5156'STATION AT ARCADIA, 0.4 MILE SOUTH OF NOCATEE, 175 YARDS WEST
 AF5156'OF U.S. HIGHWAY 17, 112 YARDS SOUTH OF MILEPOST X 918, B 54,
 AF5156'AT A DIRT ROAD CROSSING, 27.5 FT. WEST OF THE WEST RAIL, 30
 AF5156'FT. SOUTH OF THE CENTER LINE OF A DIRT ROAD, 0.9 FT. SOUTH OF A
 AF5156'STEEL WITNESS POST SET IN THE TOP OF A CONCRETE POST WHICH IS
 AF5156'FLUSH WITH THE GROUND.
 AF5156
 AF5156                          STATION RECOVERY (1964)
 AF5156
 AF5156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AF5156'RECOVERED IN GOOD CONDITION.
 AF5156
 AF5156                          STATION RECOVERY (1979)
 AF5156
 AF5156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AF5156'RECOVERED IN GOOD CONDITION.
 AF5156
 AF5156                          STATION RECOVERY (1996)
 AF5156
 AF5156'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5156'MARK NOT FOUND.
 AF5156
 AF5156                          STATION RECOVERY (1997)
 AF5156
 AF5156'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF5156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1602 ***********************************************************************
 AG1602  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1602  DESIGNATION -  A 240
 AG1602  PID         -  AG1602
 AG1602  STATE/COUNTY-  FL/LEE
 AG1602  USGS QUAD   -  MATLACHA (1987)
 AG1602
 AG1602                         *CURRENT SURVEY CONTROL
 AG1602  ___________________________________________________________________
 AG1602* NAD 83(1986)-  26 37 45.     (N)    082 04 13.     (W)     SCALED    
 AG1602* NAVD 88     -         0.934  (meters)       3.06   (feet)  ADJUSTED  
 AG1602  ___________________________________________________________________
 AG1602  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AG1602  DYNAMIC HT  -           0.932 (meters)       3.06  (feet)  COMP
 AG1602  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 AG1602
 AG1602  VERT ORDER  -  FIRST     CLASS I
 AG1602
 AG1602.The horizontal coordinates were scaled from a topographic map and have
 AG1602.an estimated accuracy of +/- 6 seconds.
 AG1602
 AG1602.The orthometric height was determined by differential leveling
 AG1602.and adjusted by the National Geodetic Survey in June 1991..
 AG1602
 AG1602.This Tidal Bench Mark is designated as VM 7353
 AG1602.by the Center for Operational Oceanographic Products and Services.
 AG1602
 AG1602.The geoid height was determined by GEOID03.
 AG1602
 AG1602.The dynamic height is computed by dividing the NAVD 88
 AG1602.geopotential number by the normal gravity value computed on the
 AG1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1602.degrees latitude (g = 980.6199 gals.).
 AG1602
 AG1602.The modeled gravity was interpolated from observed gravity values.
 AG1602
 AG1602;                    North         East    Units  Estimated Accuracy
 AG1602;SPC FL W     -   254,320.      193,000.      MT  (+/- 180 meters Scaled)
 AG1602
 AG1602                          SUPERSEDED SURVEY CONTROL
 AG1602
 AG1602  NGVD 29 (09/01/92)    1.297  (m)            4.26   (f) ADJUSTED    1 1
 AG1602
 AG1602.Superseded values are not recommended for survey control.
 AG1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1602.See file dsdata.txt to determine how the superseded data were derived.
 AG1602
 AG1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK934458(NAD 83)
 AG1602_MARKER: DB = BENCH MARK DISK
 AG1602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG1602_SP_SET: COPPER-CLAD STEEL ROD
 AG1602_STAMPING: A 240 1965
 AG1602_MARK LOGO: CGS   
 AG1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1602
 AG1602  HISTORY     - Date     Condition        Report By
 AG1602  HISTORY     - 1965     MONUMENTED       CGS
 AG1602  HISTORY     - 1984     POOR             USPSQD
 AG1602  HISTORY     - 1984     POOR             FLDNR
 AG1602  HISTORY     - 1989     POOR             USPSQD
 AG1602
 AG1602                          STATION DESCRIPTION
 AG1602
 AG1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1602'AT MATLACHA.
 AG1602'AT MATLACHA, ON WEST ISLAND, ALONG STATE HIGHWAY 78, 205.5 FEET
 AG1602'SOUTHWEST OF THE SOUTH CORNER OF THE POST OFFICE, 36.8 FEET
 AG1602'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.0 FEET EAST
 AG1602'OF THE NORTH CORNER OF HINES REALTY CO. BUILDING, 2 FEET NORTHWEST
 AG1602'OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON
 AG1602'TOP OF A COPPER COATED STEEL ROD PROJECTING 0.2 FOOT AND PROTECTED
 AG1602'BY A 4 INCH IRON PIPE PROJECTING 0.2 FOOT.  THE ROD WAS DRIVEN
 AG1602'TO REFUSAL AT A DEPTH OF 71.0 FEET.
 AG1602
 AG1602                          STATION RECOVERY (1984)
 AG1602
 AG1602'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG1602'NEW P.O. IS ON SOUTH SIDE OF STATE ROAD 78 ABOUT 200' WEST OF MARK.
 AG1602'OLD P.O. IS NOW OFFICE OF STAFILE AND HAYWOOD REALTY. HINES REALTY
 AG1602'BUILDING IS NOW LON D. MAUNEY , D.O. OFFICE. STREET NUMBER OF DR.
 AG1602'MAUNEY'S OFFICE IS 2590. DISK IS BENT AT 90 DEGRESS ANGLE ON SOUTH
 AG1602'SIDE. PIPE IS GONE. NO WITNESS POST.
 AG1602
 AG1602                          STATION RECOVERY (1984)
 AG1602
 AG1602'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1602'THE MARK IS IN POOR CONDITION.  THE DISK IS SEVERELY BENT AND SHOULD
 AG1602'BE USED WITH CAUTION ALTHOUGH A GOOD HIGH POINT EXISTS.  THE POST
 AG1602'OFFICE IS NOW STATTILE AND HAYWOOD REALTY, AND HINES REALTY IS NOW
 AG1602'OVERTON REALTY.
 AG1602
 AG1602                          STATION RECOVERY (1989)
 AG1602
 AG1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG1602'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1598 ***********************************************************************
 AG1598  DESIGNATION -  A 241
 AG1598  PID         -  AG1598
 AG1598  STATE/COUNTY-  FL/LEE
 AG1598  USGS QUAD   -  MATLACHA (1987)
 AG1598
 AG1598                         *CURRENT SURVEY CONTROL
 AG1598  ___________________________________________________________________
 AG1598* NAD 83(1986)-  26 38 15.     (N)    082 02 12.     (W)     SCALED    
 AG1598* NAVD 88     -         1.309  (meters)       4.29   (feet)  ADJUSTED  
 AG1598  ___________________________________________________________________
 AG1598  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AG1598  DYNAMIC HT  -           1.307 (meters)       4.29  (feet)  COMP
 AG1598  MODELED GRAV-     979,088.0   (mgal)                       NAVD 88
 AG1598
 AG1598  VERT ORDER  -  FIRST     CLASS I
 AG1598
 AG1598.The horizontal coordinates were scaled from a topographic map and have
 AG1598.an estimated accuracy of +/- 6 seconds.
 AG1598
 AG1598.The orthometric height was determined by differential leveling
 AG1598.and adjusted by the National Geodetic Survey in June 1991..
 AG1598
 AG1598.The geoid height was determined by GEOID03.
 AG1598
 AG1598.The dynamic height is computed by dividing the NAVD 88
 AG1598.geopotential number by the normal gravity value computed on the
 AG1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1598.degrees latitude (g = 980.6199 gals.).
 AG1598
 AG1598.The modeled gravity was interpolated from observed gravity values.
 AG1598
 AG1598;                    North         East    Units  Estimated Accuracy
 AG1598;SPC FL W     -   255,240.      196,350.      MT  (+/- 180 meters Scaled)
 AG1598
 AG1598                          SUPERSEDED SURVEY CONTROL
 AG1598
 AG1598  NGVD 29 (??/??/92)    1.671  (m)            5.48   (f) ADJ UNCH    1 1
 AG1598
 AG1598.Superseded values are not recommended for survey control.
 AG1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1598.See file dsdata.txt to determine how the superseded data were derived.
 AG1598
 AG1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK968467(NAD 83)
 AG1598_MARKER: DB = BENCH MARK DISK
 AG1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1598_STAMPING: A 241 1965
 AG1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1598+STABILITY: SURFACE MOTION
 AG1598
 AG1598  HISTORY     - Date     Condition        Report By
 AG1598  HISTORY     - 1965     MONUMENTED       CGS
 AG1598  HISTORY     - 1974     GOOD             NGS
 AG1598  HISTORY     - 1984     GOOD             USPSQD
 AG1598  HISTORY     - 1989     GOOD             USPSQD
 AG1598  HISTORY     - 20060508 MARK NOT FOUND   HOLE
 AG1598
 AG1598                          STATION DESCRIPTION
 AG1598
 AG1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1598'2.4 MI E FROM MATLACHA.
 AG1598'ABOUT 2.45 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 78
 AG1598'FROM THE POST OFFICE AT MATLACHA, 0.2 MILE EAST OF THE JUNCTION
 AG1598'OF STATE HIGHWAY S 765 LEADING NORTH, IN SECTION 17, R 23 E,
 AG1598'T 44 S, AT THE JUNCTION OF A SAND ROAD LEADING NORTH TO A HOUSE,
 AG1598'51.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 40.0 FEET
 AG1598'WEST OF THE CENTER LINE OF THE SAND ROAD, 26.0 FEET NORTHWEST
 AG1598'OF A TELEPHONE POLE, 1.0 FEET NORTH OF A WIRE FENCE, 1.7 FEET
 AG1598'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 AG1598'IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AG1598
 AG1598                          STATION RECOVERY (1974)
 AG1598
 AG1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1598'RECOVERED IN GOOD CONDITION.
 AG1598
 AG1598                          STATION RECOVERY (1984)
 AG1598
 AG1598'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG1598'WITNESS POST INTACT. SAND ROAD, HOUSE AND WIRE FENCE GONE. MARK IS
 AG1598'40' WEST OF EXTENDED CENTER LINE OF ROAD LEADING SOUTH OF ROYAL TEE
 AG1598'GOLF CLUB.
 AG1598
 AG1598                          STATION RECOVERY (1989)
 AG1598
 AG1598'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG1598'RECOVERED IN GOOD CONDITION.
 AG1598
 AG1598                          STATION RECOVERY (2006)
 AG1598
 AG1598'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1831 ***********************************************************************
 AR1831  DESIGNATION -  A 241
 AR1831  PID         -  AR1831
 AR1831  STATE/COUNTY-  FL/ALACHUA
 AR1831  USGS QUAD   -  NEWBERRY SW (1968)
 AR1831
 AR1831                         *CURRENT SURVEY CONTROL
 AR1831  ___________________________________________________________________
 AR1831* NAD 83(1999)-  29 36 24.37723(N)    082 39 22.60008(W)     ADJUSTED  
 AR1831* NAVD 88     -        28.0    (meters)      92.     (feet)  VERTCON   
 AR1831  ___________________________________________________________________
 AR1831  X           -     709,399.182 (meters)                     COMP
 AR1831  Y           -  -5,504,396.458 (meters)                     COMP
 AR1831  Z           -   3,132,549.993 (meters)                     COMP
 AR1831  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AR1831  ELLIP HEIGHT-          -0.06  (meters)          (06/12/02) GPS OBS
 AR1831  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AR1831
 AR1831  HORZ ORDER  -  SECOND
 AR1831  ELLP ORDER  -  FOURTH    CLASS I
 AR1831
 AR1831.The horizontal coordinates were established by GPS observations
 AR1831.and adjusted by the National Geodetic Survey in June 2002..
 AR1831
 AR1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1831
 AR1831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1831
 AR1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1831
 AR1831.The ellipsoidal height was determined by GPS observations
 AR1831.and is referenced to NAD 83.
 AR1831
 AR1831.The geoid height was determined by GEOID03.
 AR1831
 AR1831;                    North         East     Units Scale Factor Converg.
 AR1831;SPC FL N     -    68,703.396   778,582.542   MT  0.99999595   +0 55 35.5
 AR1831;SPC FL N     -   225,404.39  2,554,399.56   sFT  0.99999595   +0 55 35.5
 AR1831;UTM  17      - 3,276,359.199   339,618.296   MT  0.99991738   -0 49 06.4
 AR1831
 AR1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1831!SPC FL N     -   1.00000001  x   0.99999595  =   0.99999596
 AR1831!UTM  17      -   1.00000001  x   0.99991738  =   0.99991739
 AR1831
 AR1831                          SUPERSEDED SURVEY CONTROL
 AR1831
 AR1831  NAD 83(1990)-  29 36 24.37615(N)    082 39 22.60021(W) AD(       ) 2
 AR1831  ELLIP H (05/01/91)   -0.04   (m)                       GP(       ) 4 1
 AR1831  NAD 83(1986)-  29 36 24.38361(N)    082 39 22.60721(W) AD(       ) 2
 AR1831  NGVD 29 (11/17/89)   28.2    (m)           93.     (f) GPS OBS        
 AR1831
 AR1831.Superseded values are not recommended for survey control.
 AR1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1831.See file dsdata.txt to determine how the superseded data were derived.
 AR1831
 AR1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3961876359(NAD 83)
 AR1831_MARKER: DD = SURVEY DISK
 AR1831_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1831_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1831_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1831+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1831
 AR1831  HISTORY     - Date     Condition        Report By
 AR1831  HISTORY     - 1988     MONUMENTED       PMC
 AR1831
 AR1831                          STATION DESCRIPTION
 AR1831
 AR1831'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (HLW)
 AR1831'THE STATION IS LOCATED ABOUT 31.4 KM (19.5 MI)
 AR1831'WEST-SOUTHWEST OF GAINESVILLE.
 AR1831'OWNERSHIP--ACR 2085 R/W.
 AR1831'
 AR1831'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND U.S.
 AR1831'HIGHWAY 41 IN NEWBERRY, GO WEST FOR 4.8 KM (3 MI) ON SR 26 TO
 AR1831'ACR 2085 ON THE ALACHUA-GILCHRIST COUNTY LINE,
 AR1831'TURN LEFT AND GO SOUTH FOR 4.0 KM (2.5 MI) ON ACR 2085 TO AN
 AR1831'INTERSECTION WITH A GRADED COUNTY ROAD RUNNING EAST,
 AR1831'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 50.6 METERS (166 FT) ON
 AR1831'ACR 2085 TO THE STATION IN THE CENTER OF ACR 2085.
 AR1831'
 AR1831'THE STATION IS A STANDARD AC GIS DISK
 AR1831'STAMPED---STATION A241---,
 AR1831'SET INTO THE GROUND 15 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1831'40.65 METERS (133.36 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1831'SET IN GUY POLE,
 AR1831'11.08 METERS (36.36 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1831'12 IN CABBAGE PALM,
 AR1831'47.04 METERS (154.32 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1831'SET IN 4 IN BLACK CHERRY,
 AR1831'5.11 METERS (16.77 FT) SOUTHEAST FROM A REBAR AND CAP (NO 3765) SET,
 AR1831'5.5 METERS (18 FT) WEST FROM A CARSONITE WITNESS POST SET.
 AR1831'
 AR1831'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1831'STAMPED---AZIMUTH A242---,
 AR1831'SET INTO THE GROUND 24 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1831'1.06 METERS (3.49 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1831'IN POWER POLE NO 7,
 AR1831'1.98 METERS (6.49 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1831'IN GUY POLE,
 AR1831'14.92 METERS (48.94 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1831'RAILROAD TIE FENCE CORNER,
 AR1831'1.8 METERS (6 FT) EAST FROM A CARSONITE WITNESS POST SET.
 AR1831'TO REACH THE AZIMUTH FROM THE STATION,
 AR1831'GO SOUTH FOR 762 METERS (2500 FT) ON ACR 2085 TO THE AZIMUTH MARK
 AR1831'1.2 METERS (4 FT) WEST OF THE WEST EDGE OF THE ROAD (ACR 2085).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2355 ***********************************************************************
 AC2355  DESIGNATION -  A 242
 AC2355  PID         -  AC2355
 AC2355  STATE/COUNTY-  FL/MIAMI-DADE
 AC2355  USGS QUAD   -  NORTH MIAMI (1988)
 AC2355
 AC2355                         *CURRENT SURVEY CONTROL
 AC2355  ___________________________________________________________________
 AC2355* NAD 83(1986)-  25 53 27.     (N)    080 10 14.     (W)     SCALED    
 AC2355* NAVD 88     -         3.470  (meters)      11.38   (feet)  ADJUSTED  
 AC2355  ___________________________________________________________________
 AC2355  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AC2355  DYNAMIC HT  -           3.464 (meters)      11.36  (feet)  COMP
 AC2355  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 AC2355
 AC2355  VERT ORDER  -  FIRST     CLASS I
 AC2355
 AC2355.The horizontal coordinates were scaled from a topographic map and have
 AC2355.an estimated accuracy of +/- 6 seconds.
 AC2355
 AC2355.The orthometric height was determined by differential leveling
 AC2355.and adjusted by the National Geodetic Survey in June 1991..
 AC2355
 AC2355.The geoid height was determined by GEOID03.
 AC2355
 AC2355.The dynamic height is computed by dividing the NAVD 88
 AC2355.geopotential number by the normal gravity value computed on the
 AC2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2355.degrees latitude (g = 980.6199 gals.).
 AC2355
 AC2355.The modeled gravity was interpolated from observed gravity values.
 AC2355
 AC2355;                    North         East    Units  Estimated Accuracy
 AC2355;SPC FL E     -   172,780.      283,120.      MT  (+/- 180 meters Scaled)
 AC2355
 AC2355                          SUPERSEDED SURVEY CONTROL
 AC2355
 AC2355  NGVD 29 (??/??/92)    3.943  (m)           12.94   (f) ADJ UNCH    1 1
 AC2355
 AC2355.Superseded values are not recommended for survey control.
 AC2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2355.See file dsdata.txt to determine how the superseded data were derived.
 AC2355
 AC2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ830638(NAD 83)
 AC2355_MARKER: DB = BENCH MARK DISK
 AC2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2355_STAMPING: A 242 1965
 AC2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2355+STABILITY: SURFACE MOTION
 AC2355
 AC2355  HISTORY     - Date     Condition        Report By
 AC2355  HISTORY     - 1965     MONUMENTED       CGS
 AC2355  HISTORY     - 1970     GOOD             NGS
 AC2355  HISTORY     - 1981     GOOD             LOCSUR
 AC2355  HISTORY     - 19870803 MARK NOT FOUND   USPSQD
 AC2355  HISTORY     - 19901212 MARK NOT FOUND   NGS
 AC2355
 AC2355                          STATION DESCRIPTION
 AC2355
 AC2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2355'0.6 MI S FROM NORTH MIAMI.
 AC2355'ABOUT 0.55 MILE SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AC2355'THE STATION AT NORTH MIAMI, IN SECTION 29, R 42 E, T 52 S, 0.4
 AC2355'MILE SOUTH OF MILEPOST 357, 122 FEET NORTH OF THE CENTER OF THE
 AC2355'CROSSING OF NE 125 STREET, 117 FEET NORTHEAST OF THE CENTER
 AC2355'LINE OF NE 125 STREET, 23.2 FEET NORTHWEST OF THE NORTHWEST
 AC2355'RAIL, 36 FEET SOUTHEAST OF THE CENTER LINE OF NE 14 AVE, 3 FEET
 AC2355'SOUTHWEST OF A POWER LINE POLE, 3.8 FEET NORTHWEST OF THE WEST
 AC2355'CORNER OF A BATTERY WELL, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 AC2355'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 AC2355'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AC2355
 AC2355                          STATION RECOVERY (1970)
 AC2355
 AC2355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC2355'RECOVERED IN GOOD CONDITION.
 AC2355
 AC2355                          STATION RECOVERY (1981)
 AC2355
 AC2355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 AC2355'RECOVERED IN GOOD CONDITION.
 AC2355
 AC2355                          STATION RECOVERY (1987)
 AC2355
 AC2355'RECOVERY NOTE BY US POWER SQUADRON 1987 (LR)
 AC2355'MARK NOT FOUND.
 AC2355
 AC2355                          STATION RECOVERY (1990)
 AC2355
 AC2355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2355'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2200 ***********************************************************************
 AC2200  DESIGNATION -  A 243
 AC2200  PID         -  AC2200
 AC2200  STATE/COUNTY-  FL/MIAMI-DADE
 AC2200  USGS QUAD   -  MIAMI (1994)
 AC2200
 AC2200                         *CURRENT SURVEY CONTROL
 AC2200  ___________________________________________________________________
 AC2200* NAD 83(1986)-  25 47 17.     (N)    080 11 45.     (W)     SCALED    
 AC2200* NAVD 88     -         4.525  (meters)      14.85   (feet)  ADJUSTED  
 AC2200  ___________________________________________________________________
 AC2200  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AC2200  DYNAMIC HT  -           4.518 (meters)      14.82  (feet)  COMP
 AC2200  MODELED GRAV-     979,033.5   (mgal)                       NAVD 88
 AC2200
 AC2200  VERT ORDER  -  FIRST     CLASS I
 AC2200
 AC2200.The horizontal coordinates were scaled from a topographic map and have
 AC2200.an estimated accuracy of +/- 6 seconds.
 AC2200
 AC2200.The orthometric height was determined by differential leveling
 AC2200.and adjusted by the National Geodetic Survey in March 1997..
 AC2200
 AC2200.The geoid height was determined by GEOID03.
 AC2200
 AC2200.The dynamic height is computed by dividing the NAVD 88
 AC2200.geopotential number by the normal gravity value computed on the
 AC2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2200.degrees latitude (g = 980.6199 gals.).
 AC2200
 AC2200.The modeled gravity was interpolated from observed gravity values.
 AC2200
 AC2200;                    North         East    Units  Estimated Accuracy
 AC2200;SPC FL E     -   161,380.      280,650.      MT  (+/- 180 meters Scaled)
 AC2200
 AC2200                          SUPERSEDED SURVEY CONTROL
 AC2200
 AC2200  NAVD 88 (06/15/91)    4.521  (m)           14.83   (f) UNKNOWN     1 1
 AC2200  NGVD 29 (09/01/92)    4.993  (m)           16.38   (f) ADJUSTED    1 1
 AC2200
 AC2200.Superseded values are not recommended for survey control.
 AC2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2200.See file dsdata.txt to determine how the superseded data were derived.
 AC2200
 AC2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ806524(NAD 83)
 AC2200_MARKER: DB = BENCH MARK DISK
 AC2200_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC2200_SP_SET: BUILDING
 AC2200_STAMPING: A 243 1965
 AC2200_MARK LOGO: CGS   
 AC2200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC2200+STABILITY: POSITION/ELEVATION WELL
 AC2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC2200+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 AC2200
 AC2200  HISTORY     - Date     Condition        Report By
 AC2200  HISTORY     - 1965     MONUMENTED       CGS
 AC2200  HISTORY     - 1973     GOOD             NGS
 AC2200  HISTORY     - 1988     GOOD             USPSQD
 AC2200  HISTORY     - 19901210 GOOD             NGS
 AC2200  HISTORY     - 19930521 GOOD             NGS
 AC2200  HISTORY     - 19930803 GOOD             NGS
 AC2200  HISTORY     - 20060124 GOOD             PB
 AC2200
 AC2200                          STATION DESCRIPTION
 AC2200
 AC2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2200'AT MIAMI.
 AC2200'AT MIAMI, 0.8 MILE NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AC2200'FROM THE DADE COUNTY COURTHOUSE, NEAR THE CROSSING OF NW 14TH
 AC2200'STREET, SET VERTICALLY IN THE WEST FACE AND NEAR THE NORTHWEST
 AC2200'CORNER OF THE RICHARDS WAREHOUSE (A LARGE CONCRETE BUILDING) 33
 AC2200'FEET EAST OF THE EAST RAIL OF THE EAST ONE OF THREE TRACKS,
 AC2200'37 FEET SOUTH OF THE CENTER LINE OF NW 14 TH STREET, 1.2 FEET
 AC2200'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 1 1/2 FEET
 AC2200'ABOVE THE LEVEL OF THE GROUND.
 AC2200
 AC2200                          STATION RECOVERY (1973)
 AC2200
 AC2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2200'RECOVERED IN GOOD CONDITION.
 AC2200
 AC2200                          STATION RECOVERY (1988)
 AC2200
 AC2200'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2200'RECOVERED IN GOOD CONDITION.
 AC2200
 AC2200                          STATION RECOVERY (1990)
 AC2200
 AC2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2200'IN MIAMI, AT 50 NORTHWEST 14TH STREET, SET VERTICALLY IN THE WEST
 AC2200'FACE OF THE DADE COUNTY PUBLIC SCHOOLS MIAMI SKILLS CENTER AT 50
 AC2200'NORTHWEST 14TH STREET, 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE, AND
 AC2200'0.4 M (1.3 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 AC2200
 AC2200                          STATION RECOVERY (1993)
 AC2200
 AC2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2200'IN MIAMI, SET VERTICALLY IN THE WEST FACE OF THE DADE COUNTY PUBLIC
 AC2200'SCHOOLS MIAMI SKILLS CENTER AT 50 NORTHWEST 14TH STREET, 11.2 M (36.7
 AC2200'FT) SOUTH OF THE CENTERLINE OF THE STREET, 0.5 M (1.6 FT) ABOVE THE
 AC2200'GROUND SURFACE, AND 0.4 M (1.3 FT) SOUTH OF THE NORTHWEST CORNER OF
 AC2200'THE BUILDING.
 AC2200
 AC2200                          STATION RECOVERY (1993)
 AC2200
 AC2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AC2200'THE MARK IS IN MIAMI, WEST OF THE INTERSECTION OF NW 14TH ST AND N
 AC2200'MIAMI CT IN SECTION 37, TOWNSHIP 53 SOUTH, RANGE 41 EAST. TO REACH THE
 AC2200'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD 25 (NW 36TH
 AC2200'ST) AND NE 2ND AVE (FEDERAL HIGHWAY), UNDER THE INTERSTATE 195, STATE
 AC2200'ROAD 112 OVERPASS, GO SOUTH ON NE 2ND AVE FOR 1.60 MI (2.57 KM) TO THE
 AC2200'INTERSECTION OF NW 14TH ST, TURN RIGHT ON NW 14TH ST AND GO WEST FOR
 AC2200'0.35 MI (0.56 KM) TO THE MARK ON THE LEFT, SET VERTICALLY IN THE WEST
 AC2200'FACE OF THE NORTHWEST CORNER OF THE MIAMI SKILLS CENTER AT 50 NW 14TH
 AC2200'ST.  (A LARGE CONCRETE BUILDING). LOCATED 37.1 FT (11.3 M) SOUTH OF
 AC2200'THE CENTERLINE OF NW 14TH ST, 33.3 FT (10.1 M) EAST OF THE EAST RAIL
 AC2200'OF THE EAST ONE OF THREE TRACKS FOR THE FLORIDA EAST COAST RAILWAY AND
 AC2200'1.2 FT (0.4 M) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 AC2200'NOTE--MARK WAS NOT LEVELED TO THIS DATE.
 AC2200
 AC2200                          STATION RECOVERY (2006)
 AC2200
 AC2200'RECOVERY NOTE BY PBS&J 2006 (DWD)
 AC2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1832 ***********************************************************************
 AR1832  DESIGNATION -  A 243
 AR1832  PID         -  AR1832
 AR1832  STATE/COUNTY-  FL/ALACHUA
 AR1832  USGS QUAD   -  NEWBERRY SW (1968)
 AR1832
 AR1832                         *CURRENT SURVEY CONTROL
 AR1832  ___________________________________________________________________
 AR1832* NAD 83(1999)-  29 34 13.27055(N)    082 39 16.91411(W)     ADJUSTED  
 AR1832* NAVD 88     -        23.9    (meters)      78.     (feet)  GPS OBS   
 AR1832  ___________________________________________________________________
 AR1832  X           -     709,805.342 (meters)                     COMP
 AR1832  Y           -  -5,506,350.610 (meters)                     COMP
 AR1832  Z           -   3,129,037.765 (meters)                     COMP
 AR1832  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AR1832  ELLIP HEIGHT-          -3.76  (meters)          (05/31/01) GPS OBS
 AR1832  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1832
 AR1832  HORZ ORDER  -  FIRST
 AR1832  ELLP ORDER  -  FOURTH    CLASS I
 AR1832
 AR1832.The horizontal coordinates were established by GPS observations
 AR1832.and adjusted by the National Geodetic Survey in May 2001..
 AR1832
 AR1832.The orthometric height was determined by GPS observations and a
 AR1832.high-resolution geoid model.
 AR1832
 AR1832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1832
 AR1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1832
 AR1832.The ellipsoidal height was determined by GPS observations
 AR1832.and is referenced to NAD 83.
 AR1832
 AR1832.The geoid height was determined by GEOID03.
 AR1832
 AR1832;                    North         East     Units Scale Factor Converg.
 AR1832;SPC FL N     -    64,669.573   778,800.845   MT  1.00000232   +0 55 38.3
 AR1832;SPC FL N     -   212,170.09  2,555,115.77   sFT  1.00000232   +0 55 38.3
 AR1832;SPC FL W     -   580,423.386   136,563.276   MT  0.99999081   -0 19 23.2
 AR1832;SPC FL W     - 1,904,272.39    448,041.35   sFT  0.99999081   -0 19 23.2
 AR1832;UTM  17      - 3,272,320.930   339,713.688   MT  0.99991701   -0 49 00.3
 AR1832
 AR1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1832!SPC FL N     -   1.00000059  x   1.00000232  =   1.00000291
 AR1832!SPC FL W     -   1.00000059  x   0.99999081  =   0.99999140
 AR1832!UTM  17      -   1.00000059  x   0.99991701  =   0.99991760
 AR1832
 AR1832:                Primary Azimuth Mark                     Grid Az
 AR1832:SPC FL N     -  LEVY 5                                   179 07 56.1
 AR1832:SPC FL W     -  LEVY 5                                   180 22 57.6
 AR1832:UTM  17      -  LEVY 5                                   180 52 34.7
 AR1832
 AR1832|---------------------------------------------------------------------|
 AR1832| PID    Reference Object                     Distance      Geod. Az  |
 AR1832|                                                           dddmmss.s |
 AR1832| AC5903 LEVY 5                              424.504 METERS 1800334.4 |
 AR1832|---------------------------------------------------------------------|
 AR1832
 AR1832                          SUPERSEDED SURVEY CONTROL
 AR1832
 AR1832  NAD 83(1990)-  29 34 13.26929(N)    082 39 16.91376(W) AD(       ) 1
 AR1832  ELLIP H (01/28/97)   -3.71   (m)                       GP(       ) 3 1
 AR1832  NAD 83(1990)-  29 34 13.26968(N)    082 39 16.91475(W) AD(       ) 2
 AR1832  ELLIP H (05/01/91)   -3.77   (m)                       GP(       ) 4 1
 AR1832  NAD 83(1986)-  29 34 13.27736(N)    082 39 16.92210(W) AD(       ) 2
 AR1832  NGVD 29 (11/17/89)   24.4    (m)           80.     (f) GPS OBS        
 AR1832
 AR1832.Superseded values are not recommended for survey control.
 AR1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1832.See file dsdata.txt to determine how the superseded data were derived.
 AR1832
 AR1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3971472321(NAD 83)
 AR1832_MARKER: DD = SURVEY DISK
 AR1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1832_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1832_STAMPING: STATION A243
 AR1832_PROJECTION: FLUSH
 AR1832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1832+STABILITY: SURFACE MOTION
 AR1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1832+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 AR1832
 AR1832  HISTORY     - Date     Condition        Report By
 AR1832  HISTORY     - 1988     MONUMENTED       DCJOHN
 AR1832  HISTORY     - 19960605 GOOD             DCJOHN
 AR1832  HISTORY     - 20020423 GOOD             DCJOHN
 AR1832
 AR1832                          STATION DESCRIPTION
 AR1832
 AR1832'DESCRIBED BY DC JOHNSON ASSOC 1988 (HLW)
 AR1832'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI)
 AR1832'WEST-SOUTHWEST OF GAINESVILLE.
 AR1832'OWNERSHIP--FLORIDA POWER COMPANY R/W.
 AR1832'
 AR1832'TO REACH THE STATION FROM THE INTERSECTION OF SR 26 AND ACR 337 IN
 AR1832'NEWBERRY, GO SOUTH-SOUTHWEST FOR 10.5 KM (6.5 MI) ON ACR 337 TO A
 AR1832'TRAIL ROAD RUNNING WEST,
 AR1832'TURN RIGHT AND GO WEST FOR 1.4 KM (0.9 MI) ON TRAIL ROAD TO A
 AR1832'FLORIDA POWER COMPANY TRANSMISSION R/W,
 AR1832'TURN RIGHT AND GO NORTH FOR 0.6 KM (0.35 MI) ON TRAIL ROAD WITHIN
 AR1832'THE R/W TO THE STATION ON THE RIGHT IN THE CENTER OF THE R/W.
 AR1832'
 AR1832'THE STATION IS A STANDARD AC GIS DISK
 AR1832'STAMPED---STATION A243---,
 AR1832'SET INTO THE GROUND 51 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1832'24.78 METERS (81.30 FT) SOUTHWEST FROM A NAIL AND CAP (NO 3765) SET
 AR1832'IN 8 IN PINE,
 AR1832'70.90 METERS (232.60 FT) SOUTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1832'SPAN POLE NO. 283A,
 AR1832'41.29 METERS (135.46 FT) NORTHWEST FROM A NAIL AND CAP (NO 3765)
 AR1832'SET IN 8 IN PINE,
 AR1832'33.56 METERS (110.09 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1832'6 IN PINE,
 AR1832'0.8 METERS (2.5 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1832'
 AR1832'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1832'STAMPED---AZIMUTH A244---,
 AR1832'SET INTO THE GROUND 30 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1832'2.47 METERS (8.09 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1832'POWER POLE NO 281,
 AR1832'2.40 METERS (7.88 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1832'POWER POLE NO 281A,
 AR1832'8.96 METERS (29.40 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1832'0.6 METERS (2.0 FT) SOUTH FROM A CARSONITE WITNESS POST SET.
 AR1832'TO REACH THE AZIMUTH FROM THE STATION,
 AR1832'GO SOUTH FOR 467.9 METERS (1535 FT) ON FLORIDA POWER CORP.
 AR1832'TRANSMISSION R/W TO THE AZIMUTH MARK DIRECTLY UNDER A POWER POLE
 AR1832'STRUCTURE.
 AR1832
 AR1832                          STATION RECOVERY (1996)
 AR1832
 AR1832'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (TL)
 AR1832'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 AR1832
 AR1832                          STATION RECOVERY (2002)
 AR1832
 AR1832'RECOVERY NOTE BY DC JOHNSON ASSOC 2002 (ARG)
 AR1832'RECOVERED AS DESCRIBED. (ARG)
 AR1832' 
 AR1832'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1269 ***********************************************************************
 AD1269  DESIGNATION -  A 244
 AD1269  PID         -  AD1269
 AD1269  STATE/COUNTY-  FL/COLLIER
 AD1269  USGS QUAD   -  NAPLES NORTH (1987)
 AD1269
 AD1269                         *CURRENT SURVEY CONTROL
 AD1269  ___________________________________________________________________
 AD1269* NAD 83(1986)-  26 12 39.     (N)    081 47 59.     (W)     SCALED    
 AD1269* NAVD 88     -         5.086  (meters)      16.69   (feet)  ADJUSTED  
 AD1269  ___________________________________________________________________
 AD1269  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AD1269  DYNAMIC HT  -           5.078 (meters)      16.66  (feet)  COMP
 AD1269  MODELED GRAV-     979,048.7   (mgal)                       NAVD 88
 AD1269  OBS GRAVITY -     979,049.5   (mgal)                       GRAV_OBS
 AD1269
 AD1269  VERT ORDER  -  FIRST     CLASS I
 AD1269
 AD1269.The horizontal coordinates were scaled from a topographic map and have
 AD1269.an estimated accuracy of +/- 6 seconds.
 AD1269
 AD1269.The orthometric height was determined by differential leveling
 AD1269.and adjusted by the National Geodetic Survey in June 1991..
 AD1269
 AD1269.The geoid height was determined by GEOID03.
 AD1269
 AD1269.The dynamic height is computed by dividing the NAVD 88
 AD1269.geopotential number by the normal gravity value computed on the
 AD1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1269.degrees latitude (g = 980.6199 gals.).
 AD1269
 AD1269.The modeled gravity was interpolated from observed gravity values.
 AD1269.The observed gravity was obtained from relative gravimeter ties
 AD1269.to the IGSN71 gravity network.
 AD1269
 AD1269;                    North         East    Units  Estimated Accuracy
 AD1269;SPC FL E     -   208,220.      120,080.      MT  (+/- 180 meters Scaled)
 AD1269
 AD1269                          SUPERSEDED SURVEY CONTROL
 AD1269
 AD1269  NGVD 29 (09/01/92)    5.471  (m)           17.95   (f) ADJUSTED    1 1
 AD1269
 AD1269.Superseded values are not recommended for survey control.
 AD1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1269.See file dsdata.txt to determine how the superseded data were derived.
 AD1269
 AD1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ201992(NAD 83)
 AD1269_MARKER: DB = BENCH MARK DISK
 AD1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1269_SP_SET: CONCRETE POST
 AD1269_STAMPING: A 244 1965
 AD1269_MARK LOGO: CGS   
 AD1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1269+STABILITY: SURFACE MOTION
 AD1269
 AD1269  HISTORY     - Date     Condition        Report By
 AD1269  HISTORY     - 1965     MONUMENTED       CGS
 AD1269  HISTORY     - 1974     GOOD             NGS
 AD1269  HISTORY     - 1984     GOOD             USPSQD
 AD1269  HISTORY     - 1984     GOOD             FLDNR
 AD1269  HISTORY     - 1987     GOOD             USPSQD
 AD1269  HISTORY     - 1988     GOOD             USPSQD
 AD1269  HISTORY     - 1988     GOOD             USPSQD
 AD1269  HISTORY     - 1989     GOOD             USPSQD
 AD1269  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1269  HISTORY     - 19920406 MARK NOT FOUND   NGS
 AD1269  HISTORY     - 20010126 MARK NOT FOUND   USPSQD
 AD1269
 AD1269                          STATION DESCRIPTION
 AD1269
 AD1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1269'4.5 MI N FROM NAPLES.
 AD1269'ABOUT 4.5 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1269'AT NAPLES, AT THE INTERSECTION OF STATE HIGHWAY S 951, 129
 AD1269'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39.0 FEET NORTH OF
 AD1269'THE CENTER LINE OF STATE HIGHWAY S 951, 50.0 FEET EAST OF THE
 AD1269'CENTER LINE OF A BLACK TOP ROAD THAT PARALLELS THE HIGHWAY
 AD1269'AT THIS POINT, 3 1/2 FEET NORTHEAST OF POWER POLE NO. 655,
 AD1269'2 1/2 FEET SOUTHEAST OF A STREET SIGN (CONCRETE) PROJECTING
 AD1269'3 FEET, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 AD1269'WITH THE HIGHWAY AND IS A DISK IN THE TOP OF A CONCRETE
 AD1269'POST PROJECTING 0.5 FOOT.  IN SECTION 10, R 25 E, T 49 S.
 AD1269
 AD1269                          STATION RECOVERY (1974)
 AD1269
 AD1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1269'RECOVERED IN GOOD CONDITION.
 AD1269
 AD1269                          STATION RECOVERY (1984)
 AD1269
 AD1269'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1269'CHANGES IN DESC: STATE HIGHWAY S 951 IS NOW NUMBERED S 896. THIS ALSO
 AD1269'CALLED PINE RIDGE ROAD. THE BLACK TOP ROAD PARALLELING U.S. 41 IS
 AD1269'CLOSED AT THIS POINT. EXTENSIVE CONSTRUCTION IS GOING ON IN THIS AREA
 AD1269'AND MARK MAY BE IN DANGER. THE CONCRETE STREET SIGN IS GONE AND THE
 AD1269'POWER POLE BEARS NO NUMBER. THE MARK IS LEVEL WITH THE GROUND.
 AD1269'WITNESS POST INTACT.
 AD1269
 AD1269                          STATION RECOVERY (1984)
 AD1269
 AD1269'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1269'RECOVERED IN GOOD CONDITION EXCEPT THE STAMPING HAS BEEN OBSCURED.
 AD1269'MUCH CONSTRUCTION IS UNDERWAY IN THE AREA, BUT IT IS NOT CERTAIN THAT
 AD1269'THE MARK WILL BE DESTROYED.
 AD1269
 AD1269                          STATION RECOVERY (1987)
 AD1269
 AD1269'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1269'RECOVERED IN GOOD CONDITION.
 AD1269
 AD1269                          STATION RECOVERY (1988)
 AD1269
 AD1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1269'RECOVERED IN GOOD CONDITION.
 AD1269
 AD1269                          STATION RECOVERY (1988)
 AD1269
 AD1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEA)
 AD1269'RECOVERED IN GOOD CONDITION.
 AD1269
 AD1269                          STATION RECOVERY (1989)
 AD1269
 AD1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1269'RECOVERED IN GOOD CONDITION.
 AD1269
 AD1269                          STATION RECOVERY (1990)
 AD1269
 AD1269'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1269'MARK NOT FOUND.
 AD1269
 AD1269                          STATION RECOVERY (1992)
 AD1269
 AD1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1269'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1269
 AD1269                          STATION RECOVERY (2001)
 AD1269
 AD1269'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6323 ***********************************************************************
 AD6323  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6323  DESIGNATION -  A 244 RESET
 AD6323  PID         -  AD6323
 AD6323  STATE/COUNTY-  FL/COLLIER
 AD6323  USGS QUAD   -  NAPLES NORTH (1987)
 AD6323
 AD6323                         *CURRENT SURVEY CONTROL
 AD6323  ___________________________________________________________________
 AD6323* NAD 83(1986)-  26 12 37.     (N)    081 47 59.     (W)     SCALED    
 AD6323* NAVD 88     -         6.213  (meters)      20.38   (feet)  ADJUSTED  
 AD6323  ___________________________________________________________________
 AD6323  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AD6323  DYNAMIC HT  -           6.203 (meters)      20.35  (feet)  COMP
 AD6323  MODELED GRAV-     979,048.7   (mgal)                       NAVD 88
 AD6323
 AD6323  VERT ORDER  -  SECOND    CLASS I
 AD6323
 AD6323.The horizontal coordinates were scaled from a topographic map and have
 AD6323.an estimated accuracy of +/- 6 seconds.
 AD6323
 AD6323.The orthometric height was determined by differential leveling
 AD6323.and adjusted by the National Geodetic Survey in June 1991..
 AD6323
 AD6323.This Tidal Bench Mark is designated as VM 7892
 AD6323.by the Center for Operational Oceanographic Products and Services.
 AD6323
 AD6323.The geoid height was determined by GEOID03.
 AD6323
 AD6323.The dynamic height is computed by dividing the NAVD 88
 AD6323.geopotential number by the normal gravity value computed on the
 AD6323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6323.degrees latitude (g = 980.6199 gals.).
 AD6323
 AD6323.The modeled gravity was interpolated from observed gravity values.
 AD6323
 AD6323;                    North         East    Units  Estimated Accuracy
 AD6323;SPC FL E     -   208,160.      120,080.      MT  (+/- 180 meters Scaled)
 AD6323
 AD6323                          SUPERSEDED SURVEY CONTROL
 AD6323
 AD6323  NGVD 29 (09/01/92)    6.598  (m)           21.65   (f) ADJUSTED    2 1
 AD6323
 AD6323.Superseded values are not recommended for survey control.
 AD6323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6323.See file dsdata.txt to determine how the superseded data were derived.
 AD6323
 AD6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ201992(NAD 83)
 AD6323_MARKER: DB = BENCH MARK DISK
 AD6323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD6323+WITH SETTING: PAVEMENT
 AD6323_SP_SET: CONCRETE TRAFFIC LIGHT
 AD6323_STAMPING: A 244 RESET 1984
 AD6323_MARK LOGO: NGS   
 AD6323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6323+STABILITY: SURFACE MOTION
 AD6323
 AD6323  HISTORY     - Date     Condition        Report By
 AD6323  HISTORY     - 1984     MONUMENTED       NGS
 AD6323  HISTORY     - 1984     GOOD             FLDNR
 AD6323  HISTORY     - 1989     GOOD             USPSQD
 AD6323  HISTORY     - 1990     GOOD             USPSQD
 AD6323  HISTORY     - 20010126 GOOD             USPSQD
 AD6323  HISTORY     - 20050503 MARK NOT FOUND   USPSQD
 AD6323
 AD6323                          STATION DESCRIPTION
 AD6323
 AD6323'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6323'2.8 MI NORTH FROM NAPLES.
 AD6323'BEGIN AT THE ENTRANCE TO THE COASTLAND CENTER MALL, GO 2.8 MILES NORTH
 AD6323'ON U.S. HIGHWAY 41 TO THE MARK.  THE MARK BEARS 76.3 FEET EAST OF THE
 AD6323'CENTERLINE OF U.S. 41 NORTHBOUND, 70.3 FEET NORTH OF THE CENTERLINE OF
 AD6323'PINE RIDGE ROAD, 79.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AD6323'7-ELEVEN CONVENIENCE STORE, AND IS SET VERTICALLY IN THE SOUTH FACE OF
 AD6323'A CONCRETE TRAFFIC LIGHT POLE.
 AD6323
 AD6323                          STATION RECOVERY (1989)
 AD6323
 AD6323'RECOVERY NOTE BY US POWER SQUADRON 1989 (HEA)
 AD6323'RECOVERED IN GOOD CONDITION.
 AD6323
 AD6323                          STATION RECOVERY (1990)
 AD6323
 AD6323'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6323'RECOVERED IN GOOD CONDITION.
 AD6323
 AD6323                          STATION RECOVERY (2001)
 AD6323
 AD6323'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD6323'RECOVERED IN GOOD CONDITION.
 AD6323
 AD6323                          STATION RECOVERY (2005)
 AD6323
 AD6323'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD6323'TRAFFIC LIGHTS AT THIS INTERSCTION HAVE BEEN COMPLETELY REBUILT.
 AD6323'CONCRETE POLES HAVE BEEN REPLACED WITH STEEL POLES WITH NEW LIGHTS.
 AD6323'REASONABLE TO ASSUME MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1575 ***********************************************************************
 AD1575  DESIGNATION -  A 245
 AD1575  PID         -  AD1575
 AD1575  STATE/COUNTY-  FL/LEE
 AD1575  USGS QUAD   -  FORT MYERS SW (1987)
 AD1575
 AD1575                         *CURRENT SURVEY CONTROL
 AD1575  ___________________________________________________________________
 AD1575* NAD 83(1986)-  26 30 31.     (N)    081 56 36.     (W)     SCALED    
 AD1575* NAVD 88     -         2.132  (meters)       6.99   (feet)  ADJUSTED  
 AD1575  ___________________________________________________________________
 AD1575  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AD1575  DYNAMIC HT  -           2.129 (meters)       6.98  (feet)  COMP
 AD1575  MODELED GRAV-     979,070.0   (mgal)                       NAVD 88
 AD1575
 AD1575  VERT ORDER  -  FIRST     CLASS I
 AD1575
 AD1575.The horizontal coordinates were scaled from a topographic map and have
 AD1575.an estimated accuracy of +/- 6 seconds.
 AD1575
 AD1575.The orthometric height was determined by differential leveling
 AD1575.and adjusted by the National Geodetic Survey in June 1991..
 AD1575
 AD1575.The geoid height was determined by GEOID03.
 AD1575
 AD1575.The dynamic height is computed by dividing the NAVD 88
 AD1575.geopotential number by the normal gravity value computed on the
 AD1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1575.degrees latitude (g = 980.6199 gals.).
 AD1575
 AD1575.The modeled gravity was interpolated from observed gravity values.
 AD1575
 AD1575;                    North         East    Units  Estimated Accuracy
 AD1575;SPC FL W     -   240,960.      205,650.      MT  (+/- 180 meters Scaled)
 AD1575
 AD1575                          SUPERSEDED SURVEY CONTROL
 AD1575
 AD1575  NGVD 29 (??/??/92)    2.491  (m)            8.17   (f) ADJ UNCH    1 1
 AD1575
 AD1575.Superseded values are not recommended for survey control.
 AD1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1575.See file dsdata.txt to determine how the superseded data were derived.
 AD1575
 AD1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK060323(NAD 83)
 AD1575_MARKER: DB = BENCH MARK DISK
 AD1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1575_STAMPING: A 245 1965
 AD1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1575+STABILITY: SURFACE MOTION
 AD1575
 AD1575  HISTORY     - Date     Condition        Report By
 AD1575  HISTORY     - 1965     MONUMENTED       CGS
 AD1575  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD1575  HISTORY     - 1987     GOOD             USPSQD
 AD1575  HISTORY     - 1987     GOOD             USPSQD
 AD1575  HISTORY     - 1987     GOOD             USPSQD
 AD1575  HISTORY     - 1988     GOOD             USPSQD
 AD1575  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AD1575  HISTORY     - 20060320 MARK NOT FOUND   USPSQD
 AD1575
 AD1575                          STATION DESCRIPTION
 AD1575
 AD1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1575'3.8 MI N FROM FORT MYERS BEACH.
 AD1575'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY S 865 (SAN CARLOS
 AD1575'BOULEVARD) FROM THE NORTH END OF THE CONCRETE HIGHWAY BRIDGE OVER
 AD1575'MATANZAS PASS, NEAR THE INTERSECTION OF KELLY ROAD, 180 FEET
 AD1575'EAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE
 AD1575'CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A POWER POLE WHICH
 AD1575'SERVES AS A BRACE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 AD1575'ABOUT LEVEL WITH KELLY ROAD AND IS A DISK IN THE TOP OF A CONCRETE
 AD1575'POST PROJECTING 0.2 FOOT.  THIS MARK MAY ALSO BE REACHED BY GOING
 AD1575'10.1 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867 FROM THE
 AD1575'COURTHOUSE AT FORT MYERS, THENCE ABOUT 0.6 MILE SOUTH ALONG STATE
 AD1575'HIGHWAY S 865, IN SECTION 5, R 24 E, T 46 S.
 AD1575
 AD1575                          STATION RECOVERY (1984)
 AD1575
 AD1575'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1575'MARK NOT FOUND.
 AD1575
 AD1575                          STATION RECOVERY (1987)
 AD1575
 AD1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (ASK)
 AD1575'RECOVERED IN GOOD CONDITION.
 AD1575
 AD1575                          STATION RECOVERY (1987)
 AD1575
 AD1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW)
 AD1575'RECOVERED IN GOOD CONDITION.
 AD1575
 AD1575                          STATION RECOVERY (1987)
 AD1575
 AD1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (SZ)
 AD1575'RECOVERED IN GOOD CONDITION.
 AD1575
 AD1575                          STATION RECOVERY (1988)
 AD1575
 AD1575'RECOVERY NOTE BY US POWER SQUADRON 1988 (TL)
 AD1575'RECOVERED IN GOOD CONDITION.
 AD1575
 AD1575                          STATION RECOVERY (1999)
 AD1575
 AD1575'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD1575'MARK NOT FOUND.
 AD1575
 AD1575                          STATION RECOVERY (2006)
 AD1575
 AD1575'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDW)
 AD1575'CONSIDERABLE CONSTRUCTION HAS OCCURRED IN THE AREA IN THE LAST FEW
 AD1575'YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1833 ***********************************************************************
 AR1833  DESIGNATION -  A 245
 AR1833  PID         -  AR1833
 AR1833  STATE/COUNTY-  FL/ALACHUA
 AR1833  USGS QUAD   -  WALDO (1991)
 AR1833
 AR1833                         *CURRENT SURVEY CONTROL
 AR1833  ___________________________________________________________________
 AR1833* NAD 83(1999)-  29 48 01.02574(N)    082 10 03.19738(W)     ADJUSTED  
 AR1833* NAVD 88     -        45.6    (meters)     150.     (feet)  VERTCON   
 AR1833  ___________________________________________________________________
 AR1833  X           -     754,877.923 (meters)                     COMP
 AR1833  Y           -  -5,487,630.396 (meters)                     COMP
 AR1833  Z           -   3,151,190.543 (meters)                     COMP
 AR1833  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AR1833  ELLIP HEIGHT-          17.35  (meters)          (06/12/02) GPS OBS
 AR1833  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AR1833
 AR1833  HORZ ORDER  -  SECOND
 AR1833  ELLP ORDER  -  FOURTH    CLASS I
 AR1833
 AR1833.The horizontal coordinates were established by GPS observations
 AR1833.and adjusted by the National Geodetic Survey in June 2002..
 AR1833
 AR1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1833
 AR1833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1833
 AR1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1833
 AR1833.The ellipsoidal height was determined by GPS observations
 AR1833.and is referenced to NAD 83.
 AR1833
 AR1833.The geoid height was determined by GEOID03.
 AR1833
 AR1833;                    North         East     Units Scale Factor Converg.
 AR1833;SPC FL N     -    91,015.918   825,475.455   MT  0.99996881   +1 10 19.6
 AR1833;SPC FL N     -   298,608.06  2,708,247.39   sFT  0.99996881   +1 10 19.6
 AR1833;UTM  17      - 3,297,227.054   387,163.263   MT  0.99975709   -0 34 49.1
 AR1833
 AR1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1833!SPC FL N     -   0.99999728  x   0.99996881  =   0.99996609
 AR1833!UTM  17      -   0.99999728  x   0.99975709  =   0.99975437
 AR1833
 AR1833                          SUPERSEDED SURVEY CONTROL
 AR1833
 AR1833  NAD 83(1990)-  29 48 01.02438(N)    082 10 03.19751(W) AD(       ) 2
 AR1833  ELLIP H (05/01/91)   17.36   (m)                       GP(       ) 4 1
 AR1833  NAD 83(1986)-  29 48 01.03438(N)    082 10 03.20137(W) AD(       ) 2
 AR1833  NGVD 29 (11/17/89)   45.8    (m)          150.     (f) GPS OBS        
 AR1833
 AR1833.Superseded values are not recommended for survey control.
 AR1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1833.See file dsdata.txt to determine how the superseded data were derived.
 AR1833
 AR1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8716397227(NAD 83)
 AR1833_MARKER: DD = SURVEY DISK
 AR1833_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AR1833_SP_SET: OBJECT DRIVEN INTO GROUND
 AR1833_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AR1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1833+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AR1833
 AR1833  HISTORY     - Date     Condition        Report By
 AR1833  HISTORY     - 1988     MONUMENTED       PMC
 AR1833
 AR1833                          STATION DESCRIPTION
 AR1833
 AR1833'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988 (CG)
 AR1833'THE STATION IS LOCATED ABOUT 0.80 KM (0.50 MI)
 AR1833'NORTH OF WALDO.
 AR1833'OWNERSHIP--U.S. HIGHWAY 301 R/W.
 AR1833'
 AR1833'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF
 AR1833'U.S. HIGHWAY 301 AND SR 24, GO NORTH FOR 1.0 KM (0.6 MI) ON 301 TO
 AR1833'THE STATION IN THE MEDIAN.
 AR1833'
 AR1833'THE STATION IS A STANDARD AC GIS DISK
 AR1833'STAMPED---STATION A245---,
 AR1833'SET INTO THE GROUND 9 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1833'37.24 METERS (122.17 FT) NORTH FROM A NAIL AND CAP (NO 3765) SET IN
 AR1833'TURN AROUND,
 AR1833'6.29 METERS (20.65 FT) EAST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1833'SOUTHBOUND LANE OF U.S. 301,
 AR1833'6.65 METERS (21.81 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1833'NORTHBOUND LANE OF U.S. 301,
 AR1833'10.42 METERS (34.17 FT) SOUTH FROM A REBAR AND CAP (NO 3765) SET,
 AR1833'0.6 METERS (2 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1833'
 AR1833'AZIMUTH MARK NO. 1 IS A STANDARD AC GIS DISK
 AR1833'STAMPED---AZIMUTH A246---,
 AR1833'SET INTO THE GROUND 6 FT TO REFUSAL (6 IN PVC SLEEVE)
 AR1833'13.93 METERS (45.69 FT) SOUTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1833'IN POWER POLE,
 AR1833'11.63 METERS (38.15 FT) NORTHEAST FROM A NAIL AND CAP (NO 3765) SET
 AR1833'IN SOUTHBOUND LANE OF U.S. 301,
 AR1833'7.26 METERS (23.82 FT) WEST FROM A NAIL AND CAP (NO 3765) SET IN
 AR1833'NORTHBOUND LANE OF U.S. 301,
 AR1833'0.6 METERS (2 FT) NORTH FROM A CARSONITE WITNESS POST SET.
 AR1833'TO REACH THE AZIMUTH FROM THE STATION,
 AR1833'GO SOUTH FOR 0.8 KM (0.5 MI) ON U.S. 301 TO THE AZIMUTH MARK IN THE
 AR1833'MEDIAN SOUTH OF THE INTERSECTION OF 1ST AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1665 ***********************************************************************
 AG1665  DESIGNATION -  A 246
 AG1665  PID         -  AG1665
 AG1665  STATE/COUNTY-  FL/LEE
 AG1665  USGS QUAD   -  CAPTIVA (1994)
 AG1665
 AG1665                         *CURRENT SURVEY CONTROL
 AG1665  ___________________________________________________________________
 AG1665* NAD 83(1986)-  26 30 49.     (N)    082 11 28.     (W)     SCALED    
 AG1665* NAVD 88     -         2.591  (meters)       8.50   (feet)  ADJUSTED  
 AG1665  ___________________________________________________________________
 AG1665  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AG1665  DYNAMIC HT  -           2.587 (meters)       8.49  (feet)  COMP
 AG1665  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 AG1665
 AG1665  VERT ORDER  -  FIRST     CLASS I
 AG1665
 AG1665.The horizontal coordinates were scaled from a topographic map and have
 AG1665.an estimated accuracy of +/- 6 seconds.
 AG1665
 AG1665.The orthometric height was determined by differential leveling
 AG1665.and adjusted by the National Geodetic Survey in June 1991..
 AG1665
 AG1665.The geoid height was determined by GEOID03.
 AG1665
 AG1665.The dynamic height is computed by dividing the NAVD 88
 AG1665.geopotential number by the normal gravity value computed on the
 AG1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1665.degrees latitude (g = 980.6199 gals.).
 AG1665
 AG1665.The modeled gravity was interpolated from observed gravity values.
 AG1665
 AG1665;                    North         East    Units  Estimated Accuracy
 AG1665;SPC FL W     -   241,530.      180,950.      MT  (+/- 180 meters Scaled)
 AG1665
 AG1665                          SUPERSEDED SURVEY CONTROL
 AG1665
 AG1665  NGVD 29 (??/??/92)    2.949  (m)            9.68   (f) ADJ UNCH    1 1
 AG1665
 AG1665.Superseded values are not recommended for survey control.
 AG1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1665.See file dsdata.txt to determine how the superseded data were derived.
 AG1665
 AG1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK813331(NAD 83)
 AG1665_MARKER: DB = BENCH MARK DISK
 AG1665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG1665_SP_SET: COPPER-CLAD STEEL ROD
 AG1665_STAMPING: A 246 1965
 AG1665_MARK LOGO: CGS   
 AG1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1665
 AG1665  HISTORY     - Date     Condition        Report By
 AG1665  HISTORY     - 1965     MONUMENTED       CGS
 AG1665  HISTORY     - 1974     GOOD             NGS
 AG1665  HISTORY     - 1983     GOOD             USPSQD
 AG1665  HISTORY     - 1984     GOOD             FLDNR
 AG1665
 AG1665                          STATION DESCRIPTION
 AG1665
 AG1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1665'0.2 MI S FROM CAPTIVA.
 AG1665'ABOUT 0.05 MILE WEST ALONG COCONUT DRIVE FROM THE POST OFFICE
 AG1665'AT CAPTIVA, THENCE ABOUT 0.2 MILE SOUTH ALONG CAPTIVA BOULEVARD,
 AG1665'ON PROPERTY PRESENTLY OWNED BY MR. ERNEST DICKEY, IN SECTION 35,
 AG1665'R 21 E, T 45 S, ALONG CAPTIVA ISLAND, 35.5 FEET WEST OF THE
 AG1665'SOUTHWEST CORNER OF THE PORCH OF THE TWO STORIED FRAME HOUSE,
 AG1665'1 1/2 FEET SOUTH OF THE SOUTH EDGE OF THE WALK LEADING TO THE
 AG1665'FRONT ENTRANCE OF THE HOUSE (THE WALK IS BORDERED WITH SEA SHELLS)
 AG1665'16 FEET WEST OF THE CENTER LINE OF THE DRIVE IN FRONT OF THE
 AG1665'HOUSE, ABOUT LEVEL WITH THE BOULEVARD AND IS A DISK ON TOP OF A
 AG1665'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY
 AG1665'A 4 INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN
 AG1665'TO A DEPTH OF 64 FEET.
 AG1665
 AG1665                          STATION RECOVERY (1974)
 AG1665
 AG1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1665'RECOVERED IN GOOD CONDITION.
 AG1665
 AG1665                          STATION RECOVERY (1983)
 AG1665
 AG1665'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG1665'FROM NEW CAPTIVA POST OFFICE PROCEED EAST ON SANIBEL-CAPTIVA RD., .2
 AG1665'MILES, SOUTH .5 MILES, WEST .1 MILES, SOUTH .2 MILES. MARK IS NO
 AG1665'LONGER ALONG SIDE OF WALK BUT IS IN BED OF HEMP PLANTS. MARK IS ABOUT
 AG1665'4' WEST OF BORDER OF SHELLS IN PLANTS BED. MARK IS 70' EAST OF
 AG1665'CENTERLINE OF SANIBEL-CAPTIVA ROAD. ELEVATION OF MARK: 9.675 FEET
 AG1665'ABOVE SEA LEVEL.
 AG1665
 AG1665                          STATION RECOVERY (1984)
 AG1665
 AG1665'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1337 ***********************************************************************
 AD1337  DESIGNATION -  A 248
 AD1337  PID         -  AD1337
 AD1337  STATE/COUNTY-  FL/LEE
 AD1337  USGS QUAD   -  ESTERO (1987)
 AD1337
 AD1337                         *CURRENT SURVEY CONTROL
 AD1337  ___________________________________________________________________
 AD1337* NAD 83(1986)-  26 24 02.     (N)    081 52 14.     (W)     SCALED    
 AD1337* NAVD 88     -         4.351  (meters)      14.27   (feet)  ADJUSTED  
 AD1337  ___________________________________________________________________
 AD1337  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AD1337  DYNAMIC HT  -           4.344 (meters)      14.25  (feet)  COMP
 AD1337  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AD1337
 AD1337  VERT ORDER  -  FIRST     CLASS I
 AD1337
 AD1337.The horizontal coordinates were scaled from a topographic map and have
 AD1337.an estimated accuracy of +/- 6 seconds.
 AD1337
 AD1337.The orthometric height was determined by differential leveling
 AD1337.and adjusted by the National Geodetic Survey in June 1991..
 AD1337
 AD1337.The geoid height was determined by GEOID03.
 AD1337
 AD1337.The dynamic height is computed by dividing the NAVD 88
 AD1337.geopotential number by the normal gravity value computed on the
 AD1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1337.degrees latitude (g = 980.6199 gals.).
 AD1337
 AD1337.The modeled gravity was interpolated from observed gravity values.
 AD1337
 AD1337;                    North         East    Units  Estimated Accuracy
 AD1337;SPC FL W     -   229,000.      212,920.      MT  (+/- 180 meters Scaled)
 AD1337
 AD1337                          SUPERSEDED SURVEY CONTROL
 AD1337
 AD1337  NGVD 29 (??/??/92)    4.715  (m)           15.47   (f) ADJ UNCH    1 1
 AD1337
 AD1337.Superseded values are not recommended for survey control.
 AD1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1337.See file dsdata.txt to determine how the superseded data were derived.
 AD1337
 AD1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK131203(NAD 83)
 AD1337_MARKER: DB = BENCH MARK DISK
 AD1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD1337_SP_SET: BRIDGE
 AD1337_STAMPING: A 248 1965
 AD1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1337+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AD1337
 AD1337  HISTORY     - Date     Condition        Report By
 AD1337  HISTORY     - 1965     MONUMENTED       CGS
 AD1337  HISTORY     - 1974     GOOD             NGS
 AD1337  HISTORY     - 1984     GOOD             USPSQD
 AD1337  HISTORY     - 1988     GOOD             USPSQD
 AD1337  HISTORY     - 1990     GOOD             USPSQD
 AD1337  HISTORY     - 19910430 GOOD             USPSQD
 AD1337  HISTORY     - 19980502 GOOD             USPSQD
 AD1337  HISTORY     - 20050318 GOOD             USPSQD
 AD1337
 AD1337                          STATION DESCRIPTION
 AD1337
 AD1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1337'6.7 MI SE FROM FORT MYERS BEACH.
 AD1337'ABOUT 0.05 MILE SOUTH ALONG FIRST STREET FROM THE POST OFFICE
 AD1337'AT FORT MYERS BEACH, THENCE ABOUT 6.65 MILES SOUTHEAST ALONG
 AD1337'STATE HIGHWAY S 865, ABOUT 0.5 MILE SOUTHEAST OF THE EAST END
 AD1337'OF THE CONCRETE BRIDGE OVER SAN CARLOS PASS, SET IN THE TOP OF
 AD1337'THE NORTHWEST END OF THE SOUTHWEST CONCRETE GUARD RAIL BASE FOR
 AD1337'THE 240 FOOT CONCRETE BRIDGE OVER LITTLE SAN CARLOS PASS, 13 1/2
 AD1337'FEET SOUTHWEST OF THE CENTER LINE OF THE BRIDGE, DIRECTLY
 AD1337'OVER THE NORTHWEST END OF THE BRIDGE ABUTMENT AND ABOUT 1 FOOT
 AD1337'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AD1337
 AD1337                          STATION RECOVERY (1974)
 AD1337
 AD1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1337'RECOVERED IN GOOD CONDITION.
 AD1337
 AD1337                          STATION RECOVERY (1984)
 AD1337
 AD1337'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1337'RECOVERED IN GOOD CONDITION.
 AD1337
 AD1337                          STATION RECOVERY (1988)
 AD1337
 AD1337'RECOVERY NOTE BY US POWER SQUADRON 1988 (SZ)
 AD1337'RECOVERED IN GOOD CONDITION.
 AD1337
 AD1337                          STATION RECOVERY (1990)
 AD1337
 AD1337'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1337'RECOVERED IN GOOD CONDITION.
 AD1337
 AD1337                          STATION RECOVERY (1991)
 AD1337
 AD1337'RECOVERY NOTE BY US POWER SQUADRON 1991 (VSR)
 AD1337'RECOVERED IN GOOD CONDITION.
 AD1337
 AD1337                          STATION RECOVERY (1998)
 AD1337
 AD1337'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1337'RECOVERED IN GOOD CONDITION.
 AD1337
 AD1337                          STATION RECOVERY (2005)
 AD1337
 AD1337'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0594 ***********************************************************************
 AC0594  DESIGNATION -  A 249
 AC0594  PID         -  AC0594
 AC0594  STATE/COUNTY-  FL/COLLIER
 AC0594  USGS QUAD   -  OCHOPEE (1990)
 AC0594
 AC0594                         *CURRENT SURVEY CONTROL
 AC0594  ___________________________________________________________________
 AC0594* NAD 83(1986)-  25 53 44.     (N)    081 16 49.     (W)     SCALED    
 AC0594* NAVD 88     -         1.208  (meters)       3.96   (feet)  ADJUSTED  
 AC0594  ___________________________________________________________________
 AC0594  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AC0594  DYNAMIC HT  -           1.206 (meters)       3.96  (feet)  COMP
 AC0594  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 AC0594
 AC0594  VERT ORDER  -  FIRST     CLASS I
 AC0594
 AC0594.The horizontal coordinates were scaled from a topographic map and have
 AC0594.an estimated accuracy of +/- 6 seconds.
 AC0594
 AC0594.The orthometric height was determined by differential leveling
 AC0594.and adjusted by the National Geodetic Survey in June 1991..
 AC0594
 AC0594.The geoid height was determined by GEOID03.
 AC0594
 AC0594.The dynamic height is computed by dividing the NAVD 88
 AC0594.geopotential number by the normal gravity value computed on the
 AC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0594.degrees latitude (g = 980.6199 gals.).
 AC0594
 AC0594.The modeled gravity was interpolated from observed gravity values.
 AC0594
 AC0594;                    North         East    Units  Estimated Accuracy
 AC0594;SPC FL E     -   173,070.      171,920.      MT  (+/- 180 meters Scaled)
 AC0594
 AC0594                          SUPERSEDED SURVEY CONTROL
 AC0594
 AC0594  NGVD 29 (??/??/92)    1.632  (m)            5.35   (f) ADJ UNCH    1 1
 AC0594
 AC0594.Superseded values are not recommended for survey control.
 AC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0594.See file dsdata.txt to determine how the superseded data were derived.
 AC0594
 AC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ719641(NAD 83)
 AC0594_MARKER: DD = SURVEY DISK
 AC0594_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0594_SP_SET: ABUTMENT
 AC0594_STAMPING: A 249
 AC0594_MARK LOGO: FLDT  
 AC0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC0594+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AC0594
 AC0594  HISTORY     - Date     Condition        Report By
 AC0594  HISTORY     - UNK      MONUMENTED       FLDT
 AC0594  HISTORY     - 1965     GOOD             NGS
 AC0594  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AC0594  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC0594  HISTORY     - 19920226 GOOD             NGS
 AC0594  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0594
 AC0594                          STATION DESCRIPTION
 AC0594
 AC0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0594'1.2 MI SE FROM OCHOPEE.
 AC0594'ABOUT 1.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0594'OFFICE AT OCHOPEE, ABOUT 1.2 MILES NORTHWEST OF THE JUNCTION
 AC0594'OF STATE HIGHWAY S-840, A, SET IN THE TOP OF THE SOUTHWEST END
 AC0594'OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 82,
 AC0594'19.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET
 AC0594'SOUTHWEST OF THE NORTHWEST END OF THE SOUTHWEST CURB OF THE
 AC0594'BRIDGE, 1.8 FEET BELOW THE LEVEL OF THE CURB AND ABOUT 1 FOOT
 AC0594'BELOW THE LEVEL OF THE HIGHWAY.
 AC0594
 AC0594                          STATION RECOVERY (1983)
 AC0594
 AC0594'RECOVERY NOTE BY US POWER SQUADRON 1983
 AC0594'MARK NOT FOUND.
 AC0594
 AC0594                          STATION RECOVERY (1990)
 AC0594
 AC0594'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0594'MARK NOT FOUND.
 AC0594
 AC0594                          STATION RECOVERY (1992)
 AC0594
 AC0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0594'59.5 KM (36.95 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0594'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST
 AC0594'OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE
 AC0594'NUMBER 030082, 5.8 M (19.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AC0594'HIGHWAY, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC0594'NOTE--THE DISK IS COVERED BY A 4-INCH PIPE.
 AC0594
 AC0594                          STATION RECOVERY (1999)
 AC0594
 AC0594'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1711 ***********************************************************************
 BG1711  DESIGNATION -  A 25
 BG1711  PID         -  BG1711
 BG1711  STATE/COUNTY-  FL/ESCAMBIA
 BG1711  USGS QUAD   -  PENSACOLA (1994)
 BG1711
 BG1711                         *CURRENT SURVEY CONTROL
 BG1711  ___________________________________________________________________
 BG1711* NAD 83(1986)-  30 25 17.     (N)    087 13 01.     (W)     SCALED    
 BG1711* NAVD 88     -        19.413  (meters)      63.69   (feet)  ADJUSTED  
 BG1711  ___________________________________________________________________
 BG1711  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG1711  DYNAMIC HT  -          19.388 (meters)      63.61  (feet)  COMP
 BG1711  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 BG1711
 BG1711  VERT ORDER  -  FIRST     CLASS II
 BG1711
 BG1711.The horizontal coordinates were scaled from a topographic map and have
 BG1711.an estimated accuracy of +/- 6 seconds.
 BG1711
 BG1711.The orthometric height was determined by differential leveling
 BG1711.and adjusted by the National Geodetic Survey in June 1991..
 BG1711
 BG1711.The geoid height was determined by GEOID03.
 BG1711
 BG1711.The dynamic height is computed by dividing the NAVD 88
 BG1711.geopotential number by the normal gravity value computed on the
 BG1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1711.degrees latitude (g = 980.6199 gals.).
 BG1711
 BG1711.The modeled gravity was interpolated from observed gravity values.
 BG1711
 BG1711;                    North         East    Units  Estimated Accuracy
 BG1711;SPC FL N     -   160,670.      339,000.      MT  (+/- 180 meters Scaled)
 BG1711
 BG1711                          SUPERSEDED SURVEY CONTROL
 BG1711
 BG1711  NGVD 29 (??/??/92)   19.473  (m)           63.89   (f) ADJ UNCH    1 2
 BG1711
 BG1711.Superseded values are not recommended for survey control.
 BG1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1711.See file dsdata.txt to determine how the superseded data were derived.
 BG1711
 BG1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU791655(NAD 83)
 BG1711_MARKER: DB = BENCH MARK DISK
 BG1711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG1711_SP_SET: OVERPASS RAILING
 BG1711_STAMPING: A 25 1935
 BG1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1711
 BG1711  HISTORY     - Date     Condition        Report By
 BG1711  HISTORY     - 1935     MONUMENTED       CGS
 BG1711  HISTORY     - 1955     GOOD             NGS
 BG1711  HISTORY     - 20030601 MARK NOT FOUND   USPSQD
 BG1711
 BG1711                          STATION DESCRIPTION
 BG1711
 BG1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1711'AT PENSACOLA.
 BG1711'AT PENSACOLA, AT THE INTERSECTION OF CERVANTES STREET (U.S.
 BG1711'HIGHWAY 90) AND PALAFOX STREET (U.S. HIGHWAY 29), SET IN THE
 BG1711'TOP OF CURBING OF SOUTH RAILING OF CERVANTES STREET OVERPASS OVER
 BG1711'THE LOUISVILLE AND NASHVILLE RAILROAD, 36 1/2 FEET EAST OF EAST
 BG1711'CURB LINE OF PALAFOX STREET, 5 FEET SOUTH OF SOUTH CURB LINE OF
 BG1711'CERVANTES STREET AND ABOUT 1/2 FOOT ABOVE LEVEL OF SIDE WALK.
 BG1711
 BG1711                          STATION RECOVERY (2003)
 BG1711
 BG1711'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG1711'CONCRETE HAS BEEN SET IN THE GUARD RAIL MANY YEARS AGO APPARENTLY TO
 BG1711'STRENGHEN THE BRIDGE, THERFORE COVERING THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0620 ***********************************************************************
 AC0620  DESIGNATION -  A 250
 AC0620  PID         -  AC0620
 AC0620  STATE/COUNTY-  FL/COLLIER
 AC0620  USGS QUAD   -  WEAVERS STATION (1972)
 AC0620
 AC0620                         *CURRENT SURVEY CONTROL
 AC0620  ___________________________________________________________________
 AC0620* NAD 83(1986)-  25 56 18.     (N)    081 27 41.     (W)     SCALED    
 AC0620* NAVD 88     -         1.264  (meters)       4.15   (feet)  ADJUSTED  
 AC0620  ___________________________________________________________________
 AC0620  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AC0620  DYNAMIC HT  -           1.262 (meters)       4.14  (feet)  COMP
 AC0620  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 AC0620
 AC0620  VERT ORDER  -  FIRST     CLASS I
 AC0620
 AC0620.The horizontal coordinates were scaled from a topographic map and have
 AC0620.an estimated accuracy of +/- 6 seconds.
 AC0620
 AC0620.The orthometric height was determined by differential leveling
 AC0620.and adjusted by the National Geodetic Survey in June 1991..
 AC0620
 AC0620.The geoid height was determined by GEOID03.
 AC0620
 AC0620.The dynamic height is computed by dividing the NAVD 88
 AC0620.geopotential number by the normal gravity value computed on the
 AC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0620.degrees latitude (g = 980.6199 gals.).
 AC0620
 AC0620.The modeled gravity was interpolated from observed gravity values.
 AC0620
 AC0620;                    North         East    Units  Estimated Accuracy
 AC0620;SPC FL E     -   177,870.      153,790.      MT  (+/- 180 meters Scaled)
 AC0620
 AC0620                          SUPERSEDED SURVEY CONTROL
 AC0620
 AC0620  NGVD 29 (??/??/92)    1.675  (m)            5.50   (f) ADJ UNCH    1 1
 AC0620
 AC0620.Superseded values are not recommended for survey control.
 AC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0620.See file dsdata.txt to determine how the superseded data were derived.
 AC0620
 AC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ538689(NAD 83)
 AC0620_MARKER: DD = SURVEY DISK
 AC0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0620_SP_SET: BRIDGE
 AC0620_STAMPING: A 250
 AC0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0620
 AC0620  HISTORY     - Date     Condition        Report By
 AC0620  HISTORY     - UNK      MONUMENTED       FLDT
 AC0620  HISTORY     - 1966     GOOD             NGS
 AC0620  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AC0620  HISTORY     - 1990     GOOD             USPSQD
 AC0620  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0620  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0620
 AC0620                          STATION DESCRIPTION
 AC0620
 AC0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0620'9.8 MI SE FROM ROYAL PALM HAMMOCK.
 AC0620'ABOUT 9.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0620'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 6.25 MILES
 AC0620'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE
 AC0620'TOP AND AT THE NORTHWEST END OF THE SOUTHWEST CURB OF HIGHWAY
 AC0620'BRIDGE NO. 64 A, 22.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0620'HIGHWAY, 0.5 FOOT NORTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 AC0620'GUARD RAIL BASE AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0620
 AC0620                          STATION RECOVERY (1984)
 AC0620
 AC0620'RECOVERY NOTE BY US POWER SQUADRON 1984
 AC0620'MARK NOT FOUND.
 AC0620
 AC0620                          STATION RECOVERY (1990)
 AC0620
 AC0620'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0620'RECOVERED IN GOOD CONDITION.
 AC0620
 AC0620                          STATION RECOVERY (1992)
 AC0620
 AC0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0620'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0620'DESTROYED.
 AC0620
 AC0620                          STATION RECOVERY (1999)
 AC0620
 AC0620'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3240 ***********************************************************************
 AC3240  DESIGNATION -  A 250 RESET
 AC3240  PID         -  AC3240
 AC3240  STATE/COUNTY-  FL/COLLIER
 AC3240  USGS QUAD   -  WEAVERS STATION (1972)
 AC3240
 AC3240                         *CURRENT SURVEY CONTROL
 AC3240  ___________________________________________________________________
 AC3240* NAD 83(1986)-  25 56 15.4    (N)    081 27 36.3    (W)     HD_HELD2  
 AC3240* NAVD 88     -         1.845  (meters)       6.05   (feet)  ADJUSTED  
 AC3240  ___________________________________________________________________
 AC3240  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AC3240  DYNAMIC HT  -           1.842 (meters)       6.04  (feet)  COMP
 AC3240  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 AC3240
 AC3240  VERT ORDER  -  FIRST     CLASS II
 AC3240
 AC3240.The horizontal coordinates were established by autonomous hand held GPS
 AC3240.observations and have an estimated accuracy of +/- 10 meters.
 AC3240
 AC3240.The orthometric height was determined by differential leveling
 AC3240.and adjusted by the National Geodetic Survey in September 1992..
 AC3240
 AC3240.The geoid height was determined by GEOID03.
 AC3240
 AC3240.The dynamic height is computed by dividing the NAVD 88
 AC3240.geopotential number by the normal gravity value computed on the
 AC3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3240.degrees latitude (g = 980.6199 gals.).
 AC3240
 AC3240.The modeled gravity was interpolated from observed gravity values.
 AC3240
 AC3240;                    North         East    Units  Estimated Accuracy
 AC3240;SPC FL E     -   177,784.      153,916.      MT  (+/- 10 meters HH2 GPS)
 AC3240
 AC3240                          SUPERSEDED SURVEY CONTROL
 AC3240
 AC3240  NGVD 29 (09/01/92)    2.257  (m)            7.40   (f) ADJUSTED    1 2
 AC3240
 AC3240.Superseded values are not recommended for survey control.
 AC3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3240.See file dsdata.txt to determine how the superseded data were derived.
 AC3240
 AC3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5393168856(NAD 83)
 AC3240_MARKER: DD = SURVEY DISK
 AC3240_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3240_SP_SET: BRIDGE GUARDRAIL
 AC3240_STAMPING: A 250 RESET 1977
 AC3240_MARK LOGO: FLDT  
 AC3240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3240+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC3240
 AC3240  HISTORY     - Date     Condition        Report By
 AC3240  HISTORY     - 1977     MONUMENTED       NGS
 AC3240  HISTORY     - 1990     GOOD             USPSQD
 AC3240  HISTORY     - 19920226 GOOD             NGS
 AC3240  HISTORY     - 19991231 GOOD             USPSQD
 AC3240  HISTORY     - 20010714 GOOD             LDBLS
 AC3240  HISTORY     - 2002     GOOD             MAPTEC
 AC3240
 AC3240                          STATION DESCRIPTION
 AC3240
 AC3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3240'6.45 MI NW FROM CARNESTOWN.
 AC3240'6.45 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AC3240'STATE HIGHWAY 29 IN CARNESTOWN, 87.5 FEET SOUTH OF A POWERLINE
 AC3240'POLE ACROSS HIGHWAY, 22.0 FEET SOUTHWEST OF THE CENTER OF U.S.
 AC3240'HIGHWAY 41, A FLORIDA DEPARTMENT OF TRANSPORTATION DISK IN THE
 AC3240'SOUTHEAST CORNER OF BRIDGE NUMBER 64 IN THE CONCRETE SAFETY RAILING.
 AC3240
 AC3240                          STATION RECOVERY (1990)
 AC3240
 AC3240'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3240'RECOVERED IN GOOD CONDITION.
 AC3240
 AC3240                          STATION RECOVERY (1992)
 AC3240
 AC3240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3240'40.5 KM (25.15 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3240'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.3 M (1.0 FT) WEST OF
 AC3240'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3240'OF BRIDGE NUMBER 030064, 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF
 AC3240'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3240'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3240
 AC3240                          STATION RECOVERY (1999)
 AC3240
 AC3240'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3240'RECOVERED IN GOOD CONDITION.
 AC3240
 AC3240                          STATION RECOVERY (2001)
 AC3240
 AC3240'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC3240'THE MARK IS ABOUT 24.1 KM (15 MI) SOUTHEAST OF NAPLES, ABOUT 11.2 KM
 AC3240'(6.94 MI)
 AC3240'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC3240'SECTION
 AC3240'13, TOWNSHIP 52, RANGE 28 EAST, CARNESTOWN, COLLIER COUNTY, FLORIDA.
 AC3240'OWNERSHIP -
 AC3240'FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3240' 
 AC3240'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3240'COUNTY
 AC3240'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC3240'KM (6.9
 AC3240'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3240'SOUTHEAST ON
 AC3240'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC3240'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 15.3 KM (9.5 MI) TO THE
 AC3240'SOUTHEAST END OF
 AC3240'BRIDGE NUMBER 030064 AND THE MARK ON THE RIGHT.
 AC3240' 
 AC3240'THE MARK IS 6.61 M (21.7 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3240'HIGHWAY 41,
 AC3240'0.40 M (1.3 FT) SOUTHEAST OF EXPANSION JOINT (BETWEEN BRIDGE AND
 AC3240'ABUTMENT) AND
 AC3240'0.37 M (1.2 FT) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 AC3240'GUARDRAIL. THE
 AC3240'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE GUARDRAIL, ABOUT
 AC3240'0.79 M (2.6
 AC3240'FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3240' 
 AC3240' 
 AC3240'
 AC3240
 AC3240                          STATION RECOVERY (2002)
 AC3240
 AC3240'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3240'THE MARK IS ABOUT 24.1 KM (15 MI) SOUTHEAST OF NAPLES, ABOUT 11.2 KM
 AC3240'(6.94 MI)
 AC3240'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 29, IN
 AC3240'SECTION
 AC3240'13, TOWNSHIP 52, RANGE 28 EAST, CARNESTOWN, COLLIER COUNTY, FLORIDA.
 AC3240'OWNERSHIP -
 AC3240'FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3240' 
 AC3240'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3240'COUNTY
 AC3240'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD 951 11.1
 AC3240'KM (6.9
 AC3240'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI TRAIL), GO
 AC3240'SOUTHEAST ON
 AC3240'U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE JUNCTION WITH COUNTY ROAD 92,
 AC3240'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 15.3 KM (9.5 MI) TO THE
 AC3240'SOUTHEAST END OF
 AC3240'BRIDGE NUMBER 030064 AND THE MARK ON THE RIGHT.
 AC3240' 
 AC3240'THE MARK IS 6.61 M (21.7 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3240'HIGHWAY 41,
 AC3240'0.40 M (1.3 FT) SOUTHEAST OF EXPANSION JOINT (BETWEEN BRIDGE AND
 AC3240'ABUTMENT) AND
 AC3240'0.37 M (1.2 FT) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 AC3240'GUARDRAIL. THE
 AC3240'MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE GUARDRAIL, ABOUT
 AC3240'0.79 M (2.6
 AC3240'FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3240' 
 AC3240' 
 AC3240'STATION RECOVERY (2002)
 AC3240'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC3240'RECOVERED AS DESCRIBED.
 AC3240' 
 AC3240'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3165 ***********************************************************************
 AC3165  DESIGNATION -  A 250 RESET 1976
 AC3165  PID         -  AC3165
 AC3165  STATE/COUNTY-  FL/COLLIER
 AC3165  USGS QUAD   -  WEAVERS STATION (1972)
 AC3165
 AC3165                         *CURRENT SURVEY CONTROL
 AC3165  ___________________________________________________________________
 AC3165* NAD 83(1986)-  25 56 21.     (N)    081 27 40.     (W)     SCALED    
 AC3165* NAVD 88     -         1.06   (+/-2cm)       3.5    (feet)  VERTCON   
 AC3165  ___________________________________________________________________
 AC3165  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AC3165
 AC3165  VERT ORDER  -  THIRD (See Below)
 AC3165
 AC3165.The horizontal coordinates were scaled from a topographic map and have
 AC3165.an estimated accuracy of +/- 6 seconds.
 AC3165
 AC3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3165.The vertical order pertains to the NGVD 29 superseded value.
 AC3165
 AC3165.The geoid height was determined by GEOID03.
 AC3165
 AC3165;                    North         East    Units  Estimated Accuracy
 AC3165;SPC FL E     -   177,960.      153,810.      MT  (+/- 180 meters Scaled)
 AC3165
 AC3165                          SUPERSEDED SURVEY CONTROL
 AC3165
 AC3165  NGVD 29 (08/19/04)    1.48   (m)            4.9    (f) RESET       3  
 AC3165
 AC3165.Superseded values are not recommended for survey control.
 AC3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3165.See file dsdata.txt to determine how the superseded data were derived.
 AC3165
 AC3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ538690(NAD 83)
 AC3165_MARKER: DB = BENCH MARK DISK
 AC3165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3165_SP_SET: BRIDGE
 AC3165_STAMPING: A 250 RESET 1976
 AC3165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3165
 AC3165  HISTORY     - Date     Condition        Report By
 AC3165  HISTORY     - 1976     MONUMENTED       NGS
 AC3165  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC3165
 AC3165                          STATION DESCRIPTION
 AC3165
 AC3165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3165'6.4 MI NW FROM CARNESTOWN.
 AC3165'ABOUT 9.85 MILES SOUTHEAST OF ROYAL PALM HAMMOCK ALONG U.S.
 AC3165'HIGHWAY 41 FROM ITS JUNCTION WITH STATE HIGHWAY 92, OR 6.4 MILES
 AC3165'NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH STATE
 AC3165'HIGHWAY 29 AT CARNESTOWN, AT BRIDGE NUMBER 64, 11.1 FEET
 AC3165'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET
 AC3165'IN THE SOUTHWEST CORNER FLUSH WITH THE CONCRETE BRIDGE FLOOR.
 AC3165
 AC3165                          STATION RECOVERY (1999)
 AC3165
 AC3165'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5715 ***********************************************************************
 AD5715  DESIGNATION -  A 251 RESET 1978
 AD5715  PID         -  AD5715
 AD5715  STATE/COUNTY-  FL/COLLIER
 AD5715  USGS QUAD   -  NAPLES NORTH (1987)
 AD5715
 AD5715                         *CURRENT SURVEY CONTROL
 AD5715  ___________________________________________________________________
 AD5715* NAD 83(1986)-  26 08 26.     (N)    081 45 59.     (W)     SCALED    
 AD5715* NAVD 88     -         1.34   (+/-2cm)       4.4    (feet)  VERTCON   
 AD5715  ___________________________________________________________________
 AD5715  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AD5715
 AD5715  VERT ORDER  -  THIRD (See Below)
 AD5715
 AD5715.The horizontal coordinates were scaled from a topographic map and have
 AD5715.an estimated accuracy of +/- 6 seconds.
 AD5715
 AD5715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD5715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD5715.The vertical order pertains to the NGVD 29 superseded value.
 AD5715
 AD5715.The geoid height was determined by GEOID03.
 AD5715
 AD5715;                    North         East    Units  Estimated Accuracy
 AD5715;SPC FL E     -   200,410.      123,370.      MT  (+/- 180 meters Scaled)
 AD5715
 AD5715                          SUPERSEDED SURVEY CONTROL
 AD5715
 AD5715  NGVD 29 (08/19/04)    1.73   (m)            5.7    (f) RESET       3  
 AD5715
 AD5715.Superseded values are not recommended for survey control.
 AD5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5715.See file dsdata.txt to determine how the superseded data were derived.
 AD5715
 AD5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ233914(NAD 83)
 AD5715_MARKER: DB = BENCH MARK DISK
 AD5715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD5715_STAMPING: A 251 RESET 1978
 AD5715_PROJECTION: FLUSH
 AD5715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5715+STABILITY: SURFACE MOTION
 AD5715
 AD5715  HISTORY     - Date     Condition        Report By
 AD5715  HISTORY     - 1978     MONUMENTED       NGS
 AD5715  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5715
 AD5715                          STATION DESCRIPTION
 AD5715
 AD5715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AD5715'0.9 MI NORTH FROM NAPLES.
 AD5715'0.9 MILE NORTH ALONG AIRPORT ROAD FROM ITS JUNCTION WITH U.S.
 AD5715'HIGHWAY 41 AT THE COURTHOUSE IN EAST NAPLES, 0.1 MILE NORTH OF
 AD5715'THE JUNCTION OF STATE HIGHWAY 84 (DAVIS BOULEVARD) AND AIRPORT
 AD5715'ROAD, A FOUR LANE HIGHWAY, 26.3 FEET WEST-SOUTHWEST OF THE
 AD5715'NORTHWEST CORNER OF BUILDING 1295, 24.5 FEET NORTHWEST OF THE
 AD5715'SOUTHWEST CORNER OF BUILDING 1295, 1.6 FEET NORTH OF A CONCRETE
 AD5715'POWERLINE, AND 0.5 FOOT EAST OF THE RIGHT-OF-WAY LINE
 AD5715'AND SIDEWALK.
 AD5715'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 AD5715
 AD5715                          STATION RECOVERY (1990)
 AD5715
 AD5715'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1066 ***********************************************************************
 AG1066  DESIGNATION -  A 252 RESET 1975
 AG1066  PID         -  AG1066
 AG1066  STATE/COUNTY-  FL/SARASOTA
 AG1066  USGS QUAD   -  VENICE (1987)
 AG1066
 AG1066                         *CURRENT SURVEY CONTROL
 AG1066  ___________________________________________________________________
 AG1066* NAD 83(1986)-  27 02 59.     (N)    082 22 45.     (W)     SCALED    
 AG1066* NAVD 88     -         4.28   (meters)      14.0    (feet)  RESET     
 AG1066  ___________________________________________________________________
 AG1066  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AG1066
 AG1066  VERT ORDER  -  THIRD
 AG1066
 AG1066.The horizontal coordinates were scaled from a topographic map and have
 AG1066.an estimated accuracy of +/- 6 seconds.
 AG1066
 AG1066.The orthometric height was computed from unverified reset data.
 AG1066.No vertical observational check was made to the station.
 AG1066
 AG1066.The geoid height was determined by GEOID03.
 AG1066
 AG1066;                    North         East    Units  Estimated Accuracy
 AG1066;SPC FL W     -   300,970.      162,380.      MT  (+/- 180 meters Scaled)
 AG1066
 AG1066                          SUPERSEDED SURVEY CONTROL
 AG1066
 AG1066  NGVD 29 (08/19/04)    4.62   (m)           15.2    (f) RESET       3  
 AG1066
 AG1066.Superseded values are not recommended for survey control.
 AG1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1066.See file dsdata.txt to determine how the superseded data were derived.
 AG1066
 AG1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK632926(NAD 83)
 AG1066_MARKER: DB = BENCH MARK DISK
 AG1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1066_STAMPING: A 252 RESET 1975
 AG1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1066+STABILITY: SURFACE MOTION
 AG1066
 AG1066  HISTORY     - Date     Condition        Report By
 AG1066  HISTORY     - 1975     MONUMENTED       NGS
 AG1066  HISTORY     - 1977     GOOD             LOCSUR
 AG1066
 AG1066                          STATION DESCRIPTION
 AG1066
 AG1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1066'5.8 MI SE FROM VENICE.
 AG1066'5.75 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM
 AG1066'ITS JUNCTION WITH VENICE AVENUE IN VENICE, 161 FEET WEST OF THE
 AG1066'CENTER OF A PROJECTED LINE OF A CONCRETE DRAINAGE CULVERT, 105
 AG1066'FEET WEST OF CENTER OF ENTRANCE TO GOLF AREA, 67.5 FEET
 AG1066'WEST-SOUTHWEST OF THE WEST ONE OF 7 PALMETTO TREES, 62.5 FEET
 AG1066'NORTH OF THE CENTER OF U.S. HIGHWAY 41, 1.5 FEET WEST OF A METAL
 AG1066'WITNESS POST, 1 FOOT NORTH OF HIGHWAY MARKER 1236 AND A DISK
 AG1066'SET IN THE TOP OF A 12-INCH CONCRETE ROUND MONUMENT THAT IS SET
 AG1066'FLUSH WITH THE GROUND.  SECTION 26, T39S, R19E.
 AG1066
 AG1066                          STATION RECOVERY (1977)
 AG1066
 AG1066'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1836 ***********************************************************************
 AG1836  DESIGNATION -  A 253
 AG1836  PID         -  AG1836
 AG1836  STATE/COUNTY-  FL/SARASOTA
 AG1836  USGS QUAD   -  LAUREL (1987)
 AG1836
 AG1836                         *CURRENT SURVEY CONTROL
 AG1836  ___________________________________________________________________
 AG1836* NAD 83(1986)-  27 11 38.     (N)    082 27 44.     (W)     SCALED    
 AG1836* NAVD 88     -         4.671  (meters)      15.32   (feet)  ADJUSTED  
 AG1836  ___________________________________________________________________
 AG1836  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AG1836  DYNAMIC HT  -           4.664 (meters)      15.30  (feet)  COMP
 AG1836  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 AG1836
 AG1836  VERT ORDER  -  FIRST     CLASS I
 AG1836
 AG1836.The horizontal coordinates were scaled from a topographic map and have
 AG1836.an estimated accuracy of +/- 6 seconds.
 AG1836
 AG1836.The orthometric height was determined by differential leveling
 AG1836.and adjusted by the National Geodetic Survey in June 1991..
 AG1836
 AG1836.The geoid height was determined by GEOID03.
 AG1836
 AG1836.The dynamic height is computed by dividing the NAVD 88
 AG1836.geopotential number by the normal gravity value computed on the
 AG1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1836.degrees latitude (g = 980.6199 gals.).
 AG1836
 AG1836.The modeled gravity was interpolated from observed gravity values.
 AG1836
 AG1836;                    North         East    Units  Estimated Accuracy
 AG1836;SPC FL W     -   316,970.      154,200.      MT  (+/- 180 meters Scaled)
 AG1836
 AG1836                          SUPERSEDED SURVEY CONTROL
 AG1836
 AG1836  NGVD 29 (??/??/92)    5.014  (m)           16.45   (f) ADJ UNCH    1 1
 AG1836
 AG1836.Superseded values are not recommended for survey control.
 AG1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1836.See file dsdata.txt to determine how the superseded data were derived.
 AG1836
 AG1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL551087(NAD 83)
 AG1836_MARKER: DB = BENCH MARK DISK
 AG1836_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AG1836+WITH SETTING: INTO GROUND
 AG1836_STAMPING: A 253 1965
 AG1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1836+STABILITY: SURFACE MOTION
 AG1836
 AG1836  HISTORY     - Date     Condition        Report By
 AG1836  HISTORY     - 1965     MONUMENTED       CGS
 AG1836  HISTORY     - 1966     GOOD             NGS
 AG1836  HISTORY     - 1977     GOOD             LOCSUR
 AG1836
 AG1836                          STATION DESCRIPTION
 AG1836
 AG1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1836'6.4 MI N FROM VENICE.
 AG1836'6.45 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AG1836'STATION AT VENICE, IN SECTION 12, R 18 E, T 38 S, 0.95 MILE
 AG1836'SOUTH OF THE CROSSING OF A DIRT ROAD, ABOUT 0.15 MILE SOUTH OF
 AG1836'MILEPOST 896, 44.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 AG1836'16 1/2 FEET WEST-NORTHWEST OF THE FOURTH TELEPHONE POLE SOUTH
 AG1836'OF THE MILEPOST, 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.5
 AG1836'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 AG1836'LEVEL OF THE TRACK AND IS A DISK WELDED ON TOP OF A 3 1/2-INCH
 AG1836'BY 4-FOOT LONG IRON PIPE PROJECTING 0.7 FOOT.
 AG1836
 AG1836                          STATION RECOVERY (1977)
 AG1836
 AG1836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1836'DESCRIPTION GOOD EXCEPT 16 1/2 FEET WEST-NORTHWEST OF THE FOURTH
 AG1836'TELEPHONE POLE SOUTH OF MILE POST SHOULD BE DELETED. POLE NO LONGER
 AG1836'THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5062 ***********************************************************************
 AG5062  DESIGNATION -  A 254
 AG5062  PID         -  AG5062
 AG5062  STATE/COUNTY-  FL/MANATEE
 AG5062  USGS QUAD   -  BRADENTON (1987)
 AG5062
 AG5062                         *CURRENT SURVEY CONTROL
 AG5062  ___________________________________________________________________
 AG5062* NAD 83(1986)-  27 27 43.     (N)    082 33 46.     (W)     SCALED    
 AG5062* NAVD 88     -         5.023  (meters)      16.48   (feet)  ADJUSTED  
 AG5062  ___________________________________________________________________
 AG5062  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AG5062  DYNAMIC HT  -           5.016 (meters)      16.46  (feet)  COMP
 AG5062  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 AG5062
 AG5062  VERT ORDER  -  FIRST     CLASS I
 AG5062
 AG5062.The horizontal coordinates were scaled from a topographic map and have
 AG5062.an estimated accuracy of +/- 6 seconds.
 AG5062
 AG5062.The orthometric height was determined by differential leveling
 AG5062.and adjusted by the National Geodetic Survey in June 1991..
 AG5062
 AG5062.The geoid height was determined by GEOID03.
 AG5062
 AG5062.The dynamic height is computed by dividing the NAVD 88
 AG5062.geopotential number by the normal gravity value computed on the
 AG5062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5062.degrees latitude (g = 980.6199 gals.).
 AG5062
 AG5062.The modeled gravity was interpolated from observed gravity values.
 AG5062
 AG5062;                    North         East    Units  Estimated Accuracy
 AG5062;SPC FL W     -   346,710.      144,370.      MT  (+/- 180 meters Scaled)
 AG5062
 AG5062                          SUPERSEDED SURVEY CONTROL
 AG5062
 AG5062  NGVD 29 (??/??/92)    5.325  (m)           17.47   (f) ADJ UNCH    1 1
 AG5062
 AG5062.Superseded values are not recommended for survey control.
 AG5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5062.See file dsdata.txt to determine how the superseded data were derived.
 AG5062
 AG5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL455385(NAD 83)
 AG5062_MARKER: DB = BENCH MARK DISK
 AG5062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5062_STAMPING: A 254 1965
 AG5062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5062+STABILITY: SURFACE MOTION
 AG5062
 AG5062  HISTORY     - Date     Condition        Report By
 AG5062  HISTORY     - 1965     MONUMENTED       CGS
 AG5062  HISTORY     - 1966     GOOD             NGS
 AG5062  HISTORY     - 1989     GOOD             USPSQD
 AG5062  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5062
 AG5062                          STATION DESCRIPTION
 AG5062
 AG5062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5062'3.2 MI S FROM BRADENTON.
 AG5062'ABOUT 2.05 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD
 AG5062'FROM THE STATION AT BRADENTON, THENCE 0.2 MILE SOUTH ALONG 15TH
 AG5062'STREET, THENCE ABOUT 1.0 MILE WEST ALONG CORTEZ ROAD, NEAR THE
 AG5062'JUNCTION OF U.S. HIGHWAY 41 AND AT A POINT WHERE THE HIGHWAY MAKES
 AG5062'A RIGHT ANGLE TURN FROM THE EAST AND WEST TO NORTH AND SOUTH,
 AG5062'67.0 FEET SOUTH OF THE CENTER LINE OF CORTEZ ROAD, 38.5 FEET WEST
 AG5062'OF THE CENTER LINE OF THE ENTRANCE DRIVE TO HEATHER HILLS COUNTRY
 AG5062'CLUB, 80 YARDS SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 1/2
 AG5062'FEET WEST OF A POWER POLE, 1.3 FEET EAST OF A METAL WITNESS POST,
 AG5062'ABOUT 1.5 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 AG5062'A CONCRETE POST FLUSH WITH THE GROUND.  ALSO ABOUT 2.5 MILES SOUTH
 AG5062'ALONG 14TH STREET W. FROM THE INTERSECTION OF STATE HIGHWAY 64
 AG5062'AT BRADENTON, THENCE 0.75 MILE EAST ALONG CORTEZ ROAD WHICH IS
 AG5062'ALSO U.S. HIGHWAY 41.
 AG5062
 AG5062                          STATION RECOVERY (1989)
 AG5062
 AG5062'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG5062'RECOVERED IN GOOD CONDITION.
 AG5062
 AG5062                          STATION RECOVERY (1990)
 AG5062
 AG5062'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG5062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1879 ***********************************************************************
 AG1879  DESIGNATION -  A 255
 AG1879  PID         -  AG1879
 AG1879  STATE/COUNTY-  FL/SARASOTA
 AG1879  USGS QUAD   -  VENICE (1987)
 AG1879
 AG1879                         *CURRENT SURVEY CONTROL
 AG1879  ___________________________________________________________________
 AG1879* NAD 83(1986)-  27 06 00.     (N)    082 26 37.     (W)     SCALED    
 AG1879* NAVD 88     -         3.553  (meters)      11.66   (feet)  ADJUSTED  
 AG1879  ___________________________________________________________________
 AG1879  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AG1879  DYNAMIC HT  -           3.548 (meters)      11.64  (feet)  COMP
 AG1879  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 AG1879
 AG1879  VERT ORDER  -  FIRST     CLASS I
 AG1879
 AG1879.The horizontal coordinates were scaled from a topographic map and have
 AG1879.an estimated accuracy of +/- 6 seconds.
 AG1879
 AG1879.The orthometric height was determined by differential leveling
 AG1879.and adjusted by the National Geodetic Survey in June 1991..
 AG1879.WARNING-Repeat measurements at this control monument indicate possible
 AG1879.vertical movement.
 AG1879
 AG1879.The geoid height was determined by GEOID03.
 AG1879
 AG1879.The dynamic height is computed by dividing the NAVD 88
 AG1879.geopotential number by the normal gravity value computed on the
 AG1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1879.degrees latitude (g = 980.6199 gals.).
 AG1879
 AG1879.The modeled gravity was interpolated from observed gravity values.
 AG1879
 AG1879;                    North         East    Units  Estimated Accuracy
 AG1879;SPC FL W     -   306,560.      156,010.      MT  (+/- 180 meters Scaled)
 AG1879
 AG1879                          SUPERSEDED SURVEY CONTROL
 AG1879
 AG1879  NGVD 29 (??/??/92)    3.893  (m)           12.77   (f) ADJ UNCH    1 1
 AG1879
 AG1879.Superseded values are not recommended for survey control.
 AG1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1879.See file dsdata.txt to determine how the superseded data were derived.
 AG1879
 AG1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK568983(NAD 83)
 AG1879_MARKER: DB = BENCH MARK DISK
 AG1879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG1879_SP_SET: 48 FEET
 AG1879_STAMPING: A 255 1965
 AG1879_MARK LOGO: CGS   
 AG1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1879
 AG1879  HISTORY     - Date     Condition        Report By
 AG1879  HISTORY     - 1965     MONUMENTED       CGS
 AG1879  HISTORY     - 1966     GOOD             NGS
 AG1879  HISTORY     - 1977     GOOD             LOCSUR
 AG1879  HISTORY     - 1983     GOOD             FLDNR
 AG1879  HISTORY     - 20010713 GOOD             USPSQD
 AG1879
 AG1879                          STATION DESCRIPTION
 AG1879
 AG1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1879'AT VENICE.
 AG1879'AT VENICE, NEAR THE INTERSECTION OF VENICE AVENUE AND U.S. HIGHWAY
 AG1879'41, NEAR THE NORTHWEST CORNER OF THE LAWN OF THE ELKS CLUB,
 AG1879'140.5 FEET NORTH OF THE CENTER LINE OF VENICE AVENUE, 91.4 FEET
 AG1879'NORTHWEST OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 2 FEET SOUTH
 AG1879'OF A POWER POLE, 34 FEET NORTH OF THE NORTHEAST CORNER OF A
 AG1879'CONCRETE CURB AROUND THE PARKING LOT FOR A ATLANTIC SERVICE
 AG1879'STATION, 2.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 AG1879'WITH THE AVENUE AND IS A DISK ON A COPPER COATED STEEL ROD
 AG1879'FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING
 AG1879'0.1 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 48.0 FEET.  NOTE-- MARK
 AG1879'IS NOW SUBMERGED 0.5 FOOT.
 AG1879
 AG1879                          STATION RECOVERY (1977)
 AG1879
 AG1879'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1879'DESCRIPTION GOOD, EXCEPT DISK PROJECTS .1 FOOT ABOVE 4 INCH TILE.
 AG1879
 AG1879                          STATION RECOVERY (1983)
 AG1879
 AG1879'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1879'RECOVERED IN GOOD CONDITION EXCEPT IT SHOULD READ U.S. HIGHWAY 41
 AG1879'(BUSINESS ROUTE).  ALSO CHANGE ATLANTIC TO MOBIL.
 AG1879
 AG1879                          STATION RECOVERY (2001)
 AG1879
 AG1879'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG1879' 
 AG1879' DEPTH OF MARKER IS 2 FT. 4 INCHES FROM TOP OF CEMENT PARKING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5164 ***********************************************************************
 AG5164  DESIGNATION -  A 256
 AG5164  PID         -  AG5164
 AG5164  STATE/COUNTY-  FL/MANATEE
 AG5164  USGS QUAD   -  PALMETTO (1987)
 AG5164
 AG5164                         *CURRENT SURVEY CONTROL
 AG5164  ___________________________________________________________________
 AG5164* NAD 83(1986)-  27 34 05.     (N)    082 33 24.     (W)     SCALED    
 AG5164* NAVD 88     -         4.109  (meters)      13.48   (feet)  ADJUSTED  
 AG5164  ___________________________________________________________________
 AG5164  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AG5164  DYNAMIC HT  -           4.102 (meters)      13.46  (feet)  COMP
 AG5164  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 AG5164
 AG5164  VERT ORDER  -  FIRST     CLASS I
 AG5164
 AG5164.The horizontal coordinates were scaled from a topographic map and have
 AG5164.an estimated accuracy of +/- 6 seconds.
 AG5164
 AG5164.The orthometric height was determined by differential leveling
 AG5164.and adjusted by the National Geodetic Survey in June 1991..
 AG5164
 AG5164.The geoid height was determined by GEOID03.
 AG5164
 AG5164.The dynamic height is computed by dividing the NAVD 88
 AG5164.geopotential number by the normal gravity value computed on the
 AG5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5164.degrees latitude (g = 980.6199 gals.).
 AG5164
 AG5164.The modeled gravity was interpolated from observed gravity values.
 AG5164
 AG5164;                    North         East    Units  Estimated Accuracy
 AG5164;SPC FL W     -   358,470.      145,030.      MT  (+/- 180 meters Scaled)
 AG5164
 AG5164                          SUPERSEDED SURVEY CONTROL
 AG5164
 AG5164  NGVD 29 (??/??/92)    4.403  (m)           14.45   (f) ADJ UNCH    1 1
 AG5164
 AG5164.Superseded values are not recommended for survey control.
 AG5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5164.See file dsdata.txt to determine how the superseded data were derived.
 AG5164
 AG5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL463503(NAD 83)
 AG5164_MARKER: DB = BENCH MARK DISK
 AG5164_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG5164_SP_SET: 40 FEET
 AG5164_STAMPING: A 256 1965
 AG5164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5164
 AG5164  HISTORY     - Date     Condition        Report By
 AG5164  HISTORY     - 1965     MONUMENTED       CGS
 AG5164  HISTORY     - 1972     GOOD             NGS
 AG5164
 AG5164                          STATION DESCRIPTION
 AG5164
 AG5164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5164'0.8 MI S FROM RUBONIA.
 AG5164'ABOUT 0.8 MILE SOUTH ALONG BAYSHORE ROAD (OLD U.S. HIGHWAY 41)
 AG5164'FROM THE POST OFFICE AT RUBONIA, NEAR THE NORTHEAST CORNER OF THE
 AG5164'LAWN FOR THE PALM VIEW ELEMENTARY SCHOOL, 137 FEET NORTHEAST
 AG5164'OF THE NORTHEAST CORNER OF THE BRICK PORTION OF THE SCHOOL
 AG5164'BUILDING, 87 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 AG5164'OF BAYSHORE ROAD AND PALM VIEW ROAD, 41 FEET WEST OF THE CENTER
 AG5164'LINE OF BAYSHORE ROAD, 76 FEET SOUTH OF THE CENTER LINE OF PALM
 AG5164'VIEW ROAD, 48 1/2 FEET NORTH-NORTHWEST OF A POWER POLE, 2 FEET
 AG5164'EAST OF A CHAIN-LINK FENCE, 1.1 FEET NORTH OF A METAL WITNESS
 AG5164'POST, ABOUT 1 FOOT BELOW THE LEVEL OF BAYSHORE ROAD, A 5/8-INCH
 AG5164'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET, PROJECTS
 AG5164'0.2 FOOT, AND IS ENCASED IN A 4-INCH IRON PIPE THAT PROJECTS
 AG5164'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6051 ***********************************************************************
 AG6051  DESIGNATION -  A 257
 AG6051  PID         -  AG6051
 AG6051  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6051  USGS QUAD   -  TAMPA (1995)
 AG6051
 AG6051                         *CURRENT SURVEY CONTROL
 AG6051  ___________________________________________________________________
 AG6051* NAD 83(1986)-  27 57 17.     (N)    082 25 05.     (W)     SCALED    
 AG6051* NAVD 88     -         1.549  (meters)       5.08   (feet)  ADJUSTED  
 AG6051  ___________________________________________________________________
 AG6051  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG6051  DYNAMIC HT  -           1.547 (meters)       5.08  (feet)  COMP
 AG6051  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AG6051
 AG6051  VERT ORDER  -  FIRST     CLASS I
 AG6051
 AG6051.The horizontal coordinates were scaled from a topographic map and have
 AG6051.an estimated accuracy of +/- 6 seconds.
 AG6051
 AG6051.The orthometric height was determined by differential leveling
 AG6051.and adjusted by the National Geodetic Survey in June 1991..
 AG6051.WARNING-Repeat measurements at this control monument indicate possible
 AG6051.vertical movement.
 AG6051
 AG6051.The geoid height was determined by GEOID03.
 AG6051
 AG6051.The dynamic height is computed by dividing the NAVD 88
 AG6051.geopotential number by the normal gravity value computed on the
 AG6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6051.degrees latitude (g = 980.6199 gals.).
 AG6051
 AG6051.The modeled gravity was interpolated from observed gravity values.
 AG6051
 AG6051;                    North         East    Units  Estimated Accuracy
 AG6051;SPC FL W     -   401,260.      158,860.      MT  (+/- 180 meters Scaled)
 AG6051
 AG6051                          SUPERSEDED SURVEY CONTROL
 AG6051
 AG6051  NGVD 29 (09/01/92)    1.810  (m)            5.94   (f) ADJUSTED    1 1
 AG6051
 AG6051.Superseded values are not recommended for survey control.
 AG6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6051.See file dsdata.txt to determine how the superseded data were derived.
 AG6051
 AG6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL605929(NAD 83)
 AG6051_MARKER: DB = BENCH MARK DISK
 AG6051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6051_SP_SET: CULVERT
 AG6051_STAMPING: A 257 1965
 AG6051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6051
 AG6051  HISTORY     - Date     Condition        Report By
 AG6051  HISTORY     - 1965     MONUMENTED       CGS
 AG6051  HISTORY     - 1966     GOOD             NGS
 AG6051  HISTORY     - 1978     GOOD             NGS
 AG6051  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AG6051
 AG6051                          STATION DESCRIPTION
 AG6051
 AG6051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6051'AT TAMPA.
 AG6051'AT TAMPA, ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 60 FROM THE
 AG6051'INTERSECTION OF U.S. HIGHWAY 41, 45 FEET SOUTHWEST OF THE
 AG6051'SOUTHWEST CORNER OF STEEL FENCE AROUND HUNT TRUCK SALES, 23 FEET
 AG6051'NORTH OF THE CENTER LINE OF THE WEST-BOUND LANE OF HIGHWAY,
 AG6051'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF
 AG6051'THE EAST END OF THE NORTH CONCRETE HEAD WALL FOR A BOX CULVERT
 AG6051'OVER A STREAM.
 AG6051
 AG6051                          STATION RECOVERY (1978)
 AG6051
 AG6051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6051'RECOVERED IN GOOD CONDITION.
 AG6051
 AG6051                          STATION RECOVERY (1999)
 AG6051
 AG6051'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG6051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6381 ***********************************************************************
 AL6381  DESIGNATION -  A 258
 AL6381  PID         -  AL6381
 AL6381  STATE/COUNTY-  FL/PASCO
 AL6381  USGS QUAD   -  EHREN (1988)
 AL6381
 AL6381                         *CURRENT SURVEY CONTROL
 AL6381  ___________________________________________________________________
 AL6381* NAD 83(1986)-  28 22 28.     (N)    082 29 31.     (W)     SCALED    
 AL6381* NAVD 88     -        21.047  (meters)      69.05   (feet)  ADJUSTED  
 AL6381  ___________________________________________________________________
 AL6381  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AL6381  DYNAMIC HT  -          21.017 (meters)      68.95  (feet)  COMP
 AL6381  MODELED GRAV-     979,197.9   (mgal)                       NAVD 88
 AL6381
 AL6381  VERT ORDER  -  FIRST     CLASS I
 AL6381
 AL6381.The horizontal coordinates were scaled from a topographic map and have
 AL6381.an estimated accuracy of +/- 6 seconds.
 AL6381
 AL6381.The orthometric height was determined by differential leveling
 AL6381.and adjusted by the National Geodetic Survey in June 1991..
 AL6381
 AL6381.The geoid height was determined by GEOID03.
 AL6381
 AL6381.The dynamic height is computed by dividing the NAVD 88
 AL6381.geopotential number by the normal gravity value computed on the
 AL6381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6381.degrees latitude (g = 980.6199 gals.).
 AL6381
 AL6381.The modeled gravity was interpolated from observed gravity values.
 AL6381
 AL6381;                    North         East    Units  Estimated Accuracy
 AL6381;SPC FL W     -   447,800.      151,780.      MT  (+/- 180 meters Scaled)
 AL6381
 AL6381                          SUPERSEDED SURVEY CONTROL
 AL6381
 AL6381  NGVD 29 (??/??/92)   21.306  (m)           69.90   (f) ADJ UNCH    1 1
 AL6381
 AL6381.Superseded values are not recommended for survey control.
 AL6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6381.See file dsdata.txt to determine how the superseded data were derived.
 AL6381
 AL6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM538395(NAD 83)
 AL6381_MARKER: DB = BENCH MARK DISK
 AL6381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6381_SP_SET: CULVERT
 AL6381_STAMPING: A 258 1965
 AL6381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6381
 AL6381  HISTORY     - Date     Condition        Report By
 AL6381  HISTORY     - 1965     MONUMENTED       CGS
 AL6381  HISTORY     - 1966     GOOD             NGS
 AL6381  HISTORY     - 1988     GOOD             USPSQD
 AL6381
 AL6381                          STATION DESCRIPTION
 AL6381
 AL6381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AL6381'1.4 MI NE FROM GREENFIELD.
 AL6381'ABOUT 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 AL6381'OF U.S. HIGHWAY 41 AT GREENFIELD, SOUTHEAST OF AND ACROSS THE
 AL6381'HIGHWAY FROM A LARGE LAKE, 76.5 FEET NORTH OF A TELEPHONE POLE,
 AL6381'33.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2
 AL6381'FEET BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP NEAR THE
 AL6381'CENTER OF THE SOUTHEAST CONCRETE HEAD WALL FOR A BOX CULVERT.
 AL6381
 AL6381                          STATION RECOVERY (1988)
 AL6381
 AL6381'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AL6381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1688 ***********************************************************************
 AG1688  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1688  DESIGNATION -  A 260
 AG1688  PID         -  AG1688
 AG1688  STATE/COUNTY-  FL/LEE
 AG1688  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG1688
 AG1688                         *CURRENT SURVEY CONTROL
 AG1688  ___________________________________________________________________
 AG1688* NAD 83(1986)-  26 31 07.     (N)    082 05 05.     (W)     SCALED    
 AG1688* NAVD 88     -         0.860  (meters)       2.82   (feet)  ADJUSTED  
 AG1688  ___________________________________________________________________
 AG1688  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AG1688  DYNAMIC HT  -           0.859 (meters)       2.82  (feet)  COMP
 AG1688  MODELED GRAV-     979,081.3   (mgal)                       NAVD 88
 AG1688
 AG1688  VERT ORDER  -  FIRST     CLASS I
 AG1688
 AG1688.The horizontal coordinates were scaled from a topographic map and have
 AG1688.an estimated accuracy of +/- 6 seconds.
 AG1688
 AG1688.The orthometric height was determined by differential leveling
 AG1688.and adjusted by the National Geodetic Survey in June 1991..
 AG1688
 AG1688.This Tidal Bench Mark is designated as VM 7329
 AG1688.by the Center for Operational Oceanographic Products and Services.
 AG1688
 AG1688.The geoid height was determined by GEOID03.
 AG1688
 AG1688.The dynamic height is computed by dividing the NAVD 88
 AG1688.geopotential number by the normal gravity value computed on the
 AG1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1688.degrees latitude (g = 980.6199 gals.).
 AG1688
 AG1688.The modeled gravity was interpolated from observed gravity values.
 AG1688
 AG1688;                    North         East    Units  Estimated Accuracy
 AG1688;SPC FL W     -   242,070.      191,560.      MT  (+/- 180 meters Scaled)
 AG1688
 AG1688                          SUPERSEDED SURVEY CONTROL
 AG1688
 AG1688  NGVD 29 (09/01/92)    1.223  (m)            4.01   (f) ADJUSTED    1 1
 AG1688
 AG1688.Superseded values are not recommended for survey control.
 AG1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1688.See file dsdata.txt to determine how the superseded data were derived.
 AG1688
 AG1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK919335(NAD 83)
 AG1688_MARKER: DB = BENCH MARK DISK
 AG1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1688_SP_SET: CONCRETE POST
 AG1688_STAMPING: A 260 1966
 AG1688_MARK LOGO: CGS   
 AG1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1688+STABILITY: SURFACE MOTION
 AG1688
 AG1688  HISTORY     - Date     Condition        Report By
 AG1688  HISTORY     - 1966     MONUMENTED       CGS
 AG1688  HISTORY     - 1984     GOOD             USPSQD
 AG1688  HISTORY     - 1984     GOOD             FLDNR
 AG1688  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG1688
 AG1688                          STATION DESCRIPTION
 AG1688
 AG1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1688'1.8 MI N FROM ST JAMES CITY.
 AG1688'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY S-767 FROM THE JUNCTION
 AG1688'OF FIRST AVENUE AT ST. JAMES CITY, 124 FEET SOUTH OF THE
 AG1688'CENTER LINE OF A ROAD LEADING EAST, IN SECTION 35, R 22 E, T 45 S,
 AG1688'42.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH
 AG1688'OF A POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 AG1688'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 AG1688'CONCRETE POST PROJECTING 0.3 FOOT.
 AG1688
 AG1688                          STATION RECOVERY (1984)
 AG1688
 AG1688'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG1688'MARK IS APPROXIMATELY 100' SOUTH OF JUDE HARBOR ENTRANCE ROAD.
 AG1688'WITNESS SIGN IS MUTILATED. METAL POST INTACT.
 AG1688
 AG1688                          STATION RECOVERY (1984)
 AG1688
 AG1688'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1688'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS NOW 5.5 FEET NORTH OF
 AG1688'POWER POLE T14561.
 AG1688
 AG1688                          STATION RECOVERY (1990)
 AG1688
 AG1688'RECOVERY NOTE BY US POWER SQUADRON 1990 (CFR)
 AG1688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6209 ***********************************************************************
 AG6209  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6209  DESIGNATION -  A 262
 AG6209  PID         -  AG6209
 AG6209  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6209  USGS QUAD   -  RUSKIN (1987)
 AG6209
 AG6209                         *CURRENT SURVEY CONTROL
 AG6209  ___________________________________________________________________
 AG6209* NAD 83(1986)-  27 43 07.     (N)    082 28 45.     (W)     SCALED    
 AG6209* NAVD 88     -         0.872  (meters)       2.86   (feet)  ADJUSTED  
 AG6209  ___________________________________________________________________
 AG6209  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AG6209  DYNAMIC HT  -           0.871 (meters)       2.86  (feet)  COMP
 AG6209  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AG6209
 AG6209  VERT ORDER  -  FIRST     CLASS I
 AG6209
 AG6209.The horizontal coordinates were scaled from a topographic map and have
 AG6209.an estimated accuracy of +/- 6 seconds.
 AG6209
 AG6209.The orthometric height was determined by differential leveling
 AG6209.and adjusted by the National Geodetic Survey in June 1991..
 AG6209.WARNING-Repeat measurements at this control monument indicate possible
 AG6209.vertical movement.
 AG6209
 AG6209.This Tidal Bench Mark is designated as VM 6517
 AG6209.by the Center for Operational Oceanographic Products and Services.
 AG6209
 AG6209.The geoid height was determined by GEOID03.
 AG6209
 AG6209.The dynamic height is computed by dividing the NAVD 88
 AG6209.geopotential number by the normal gravity value computed on the
 AG6209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6209.degrees latitude (g = 980.6199 gals.).
 AG6209
 AG6209.The modeled gravity was interpolated from observed gravity values.
 AG6209
 AG6209;                    North         East    Units  Estimated Accuracy
 AG6209;SPC FL W     -   375,120.      152,750.      MT  (+/- 180 meters Scaled)
 AG6209
 AG6209                          SUPERSEDED SURVEY CONTROL
 AG6209
 AG6209  NGVD 29 (??/??/92)    1.168  (m)            3.83   (f) ADJ UNCH    1 1
 AG6209
 AG6209.Superseded values are not recommended for survey control.
 AG6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6209.See file dsdata.txt to determine how the superseded data were derived.
 AG6209
 AG6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 AG6209_MARKER: DB = BENCH MARK DISK
 AG6209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6209_SP_SET: CONCRETE WALL
 AG6209_STAMPING: A 262 1966
 AG6209_MARK LOGO: CGS   
 AG6209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6209
 AG6209  HISTORY     - Date     Condition        Report By
 AG6209  HISTORY     - 1966     MONUMENTED       CGS
 AG6209  HISTORY     - 1982     GOOD             FLDNR
 AG6209  HISTORY     - 20050306 GOOD             USPSQD
 AG6209
 AG6209                          STATION DESCRIPTION
 AG6209
 AG6209'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6209'2.8 MI W FROM RUSKIN.
 AG6209'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF
 AG6209'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT
 AG6209'FISH CAMP, SET IN THE TOP OF THE CONCRETE WALL ALONG THE NORTH
 AG6209'SIDE OF THE BOAT RAMP, 6.4 FEET EAST OF THE WEST FACE OF THE SEA
 AG6209'WALL, 6.5 FEET WEST OF THE EAST END OF THE WALL AND ABOUT LEVEL
 AG6209'WITH THE GROUND.
 AG6209
 AG6209                          STATION RECOVERY (1982)
 AG6209
 AG6209'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6209'RECOVERED IN GOOD CONDITION.
 AG6209
 AG6209                          STATION RECOVERY (2005)
 AG6209
 AG6209'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG6209'MARK FOUND GOOD. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG6209'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG6209'GROUNDS. THE BOAT RAMP IS NEAR THE CURRENT BAIT SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5285 ***********************************************************************
 AG5285  DESIGNATION -  A 263
 AG5285  PID         -  AG5285
 AG5285  STATE/COUNTY-  FL/PINELLAS
 AG5285  USGS QUAD   -  PORT TAMPA (1983)
 AG5285
 AG5285                         *CURRENT SURVEY CONTROL
 AG5285  ___________________________________________________________________
 AG5285* NAD 83(1986)-  27 49 22.     (N)    082 35 39.     (W)     SCALED    
 AG5285* NAVD 88     -         0.702  (meters)       2.30   (feet)  ADJUSTED  
 AG5285  ___________________________________________________________________
 AG5285  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG5285  DYNAMIC HT  -           0.701 (meters)       2.30  (feet)  COMP
 AG5285  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AG5285
 AG5285  VERT ORDER  -  FIRST     CLASS I
 AG5285
 AG5285.The horizontal coordinates were scaled from a topographic map and have
 AG5285.an estimated accuracy of +/- 6 seconds.
 AG5285
 AG5285.The orthometric height was determined by differential leveling
 AG5285.and adjusted by the National Geodetic Survey in June 1991..
 AG5285
 AG5285.The geoid height was determined by GEOID03.
 AG5285
 AG5285.The dynamic height is computed by dividing the NAVD 88
 AG5285.geopotential number by the normal gravity value computed on the
 AG5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5285.degrees latitude (g = 980.6199 gals.).
 AG5285
 AG5285.The modeled gravity was interpolated from observed gravity values.
 AG5285
 AG5285;                    North         East    Units  Estimated Accuracy
 AG5285;SPC FL W     -   386,710.      141,460.      MT  (+/- 180 meters Scaled)
 AG5285
 AG5285                          SUPERSEDED SURVEY CONTROL
 AG5285
 AG5285  NGVD 29 (??/??/92)    0.965  (m)            3.17   (f) ADJ UNCH    1 1
 AG5285
 AG5285.Superseded values are not recommended for survey control.
 AG5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5285.See file dsdata.txt to determine how the superseded data were derived.
 AG5285
 AG5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL429785(NAD 83)
 AG5285_MARKER: DB = BENCH MARK DISK
 AG5285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5285_SP_SET: CONCRETE METAL MANHOLE
 AG5285_STAMPING: A 263 1966
 AG5285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5285
 AG5285  HISTORY     - Date     Condition        Report By
 AG5285  HISTORY     - 1966     MONUMENTED       CGS
 AG5285  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AG5285  HISTORY     - 20031210 MARK NOT FOUND   USPSQD
 AG5285
 AG5285                          STATION DESCRIPTION
 AG5285
 AG5285'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5285'7.2 MI NE FROM ST PETERSBURG.
 AG5285'ABOUT 3.9 MILES NORTH ALONG N. 4TH STREET FROM THE POST OFFICE
 AG5285'AT ST. PETERSBURG, THENCE ABOUT 1.7 MILES EAST ALONG 62ND AVENUE
 AG5285'NORTH, THENCE ABOUT 0.8 MILE SOUTH ALONG BAYOU GRAND BOULEVARD,
 AG5285'THENCE ABOUT 0.15 MILE EAST ALONG NEBRASKA AVENUE, THENCE ABOUT
 AG5285'0.5 MILE SOUTHEAST ALONG BAYOU GRANDE BOULEVARD, THENCE ABOUT 0.15
 AG5285'MILE EAST ALONG A SAND ROAD, ON MERMAID POINT, 73 FEET SOUTH OF
 AG5285'THE SOUTHWEST CORNER OF RESIDENCE PRESENTLY OWNED BY MR. JACKSON
 AG5285'(A ONE STORY SHACK), 55 FEET NORTHEAST OF THE CENTER LINE OF THE
 AG5285'SAND ROAD, ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF THE
 AG5285'SOUTH CORNER OF A 4-BY-4 FOOT BLOCK OF CONCRETE WITH A METAL
 AG5285'MANHOLE COVER.
 AG5285
 AG5285                          STATION RECOVERY (1998)
 AG5285
 AG5285'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5285'MARK NOT FOUND.
 AG5285
 AG5285                          STATION RECOVERY (2003)
 AG5285
 AG5285'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG5285'NOT FOUND. ENTIRE AREA (WATERFRONT) HAS BEEN COMPLETELY DEVELOPED
 AG5285'SINCE MARK WAS SET. AREA NOW HAS HOMES, LAWNS AND HARD SURFACED
 AG5285'STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6109 ***********************************************************************
 AL6109  DESIGNATION -  A 265
 AL6109  PID         -  AL6109
 AL6109  STATE/COUNTY-  FL/CITRUS
 AL6109  USGS QUAD   -  BROOKSVILLE NW (1988)
 AL6109
 AL6109                         *CURRENT SURVEY CONTROL
 AL6109  ___________________________________________________________________
 AL6109* NAD 83(1986)-  28 40 22.     (N)    082 22 44.     (W)     SCALED    
 AL6109* NAVD 88     -        33.305  (meters)     109.27   (feet)  ADJUSTED  
 AL6109  ___________________________________________________________________
 AL6109  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AL6109  DYNAMIC HT  -          33.258 (meters)     109.11  (feet)  COMP
 AL6109  MODELED GRAV-     979,208.4   (mgal)                       NAVD 88
 AL6109
 AL6109  VERT ORDER  -  FIRST     CLASS I
 AL6109
 AL6109.The horizontal coordinates were scaled from a topographic map and have
 AL6109.an estimated accuracy of +/- 6 seconds.
 AL6109
 AL6109.The orthometric height was determined by differential leveling
 AL6109.and adjusted by the National Geodetic Survey in June 1991..
 AL6109
 AL6109.The geoid height was determined by GEOID03.
 AL6109
 AL6109.The dynamic height is computed by dividing the NAVD 88
 AL6109.geopotential number by the normal gravity value computed on the
 AL6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6109.degrees latitude (g = 980.6199 gals.).
 AL6109
 AL6109.The modeled gravity was interpolated from observed gravity values.
 AL6109
 AL6109;                    North         East    Units  Estimated Accuracy
 AL6109;SPC FL W     -   480,820.      162,970.      MT  (+/- 180 meters Scaled)
 AL6109
 AL6109                          SUPERSEDED SURVEY CONTROL
 AL6109
 AL6109  NGVD 29 (??/??/92)   33.562  (m)          110.11   (f) ADJ UNCH    1 1
 AL6109
 AL6109.Superseded values are not recommended for survey control.
 AL6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6109.See file dsdata.txt to determine how the superseded data were derived.
 AL6109
 AL6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM652725(NAD 83)
 AL6109_MARKER: DB = BENCH MARK DISK
 AL6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6109_STAMPING: A 265 1966
 AL6109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6109+STABILITY: SURFACE MOTION
 AL6109
 AL6109  HISTORY     - Date     Condition        Report By
 AL6109  HISTORY     - 1966     MONUMENTED       CGS
 AL6109  HISTORY     - 1982     GOOD             LOCSUR
 AL6109  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AL6109  HISTORY     - 19910301 MARK NOT FOUND   USPSQD
 AL6109  HISTORY     - 19970708 MARK NOT FOUND   USPSQD
 AL6109
 AL6109                          STATION DESCRIPTION
 AL6109
 AL6109'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6109'9.4 MI N FROM BROOKSVILLE.
 AL6109'ABOUT 9.45 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD
 AL6109'FROM THE FREIGHT STATION AT BROOKSVILLE, 0.5 MILE NORTH OF THE
 AL6109'CITRUS-HERNANDO COUNTY LINE, 0.6 MILE SOUTH OF A TRAIL CROSSING,
 AL6109'0.3 MILE SOUTH OF MILEPOST 788, 29.5 FEET WEST OF THE WEST RAIL,
 AL6109'39.0 FEET EAST OF THE CENTER LINE OF A BLACK TOPPED ROAD, 2 1/2
 AL6109'FEET EAST OF A TELEPHONE POLE, 2.0 FEET NORTH OF A METAL WITNESS
 AL6109'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 AL6109'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AL6109
 AL6109                          STATION RECOVERY (1982)
 AL6109
 AL6109'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AL6109'WITNESS POST DAMAGED BY TRAFFIC (BENT TO GROUND).
 AL6109
 AL6109                          STATION RECOVERY (1987)
 AL6109
 AL6109'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHT)
 AL6109'MARK NOT FOUND.
 AL6109
 AL6109                          STATION RECOVERY (1991)
 AL6109
 AL6109'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL6109'MARK NOT FOUND.
 AL6109
 AL6109                          STATION RECOVERY (1997)
 AL6109
 AL6109'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL6109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6004 ***********************************************************************
 AL6004  DESIGNATION -  A 266
 AL6004  PID         -  AL6004
 AL6004  STATE/COUNTY-  FL/CITRUS
 AL6004  USGS QUAD   -  HOLDER (1988)
 AL6004
 AL6004                         *CURRENT SURVEY CONTROL
 AL6004  ___________________________________________________________________
 AL6004* NAD 83(1986)-  28 58 21.     (N)    082 25 22.     (W)     SCALED    
 AL6004* NAVD 88     -        19.330  (meters)      63.42   (feet)  ADJUSTED  
 AL6004  ___________________________________________________________________
 AL6004  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AL6004  DYNAMIC HT  -          19.303 (meters)      63.33  (feet)  COMP
 AL6004  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 AL6004
 AL6004  VERT ORDER  -  FIRST     CLASS I
 AL6004
 AL6004.The horizontal coordinates were scaled from a topographic map and have
 AL6004.an estimated accuracy of +/- 6 seconds.
 AL6004
 AL6004.The orthometric height was determined by differential leveling
 AL6004.and adjusted by the National Geodetic Survey in June 1991..
 AL6004
 AL6004.The geoid height was determined by GEOID03.
 AL6004
 AL6004.The dynamic height is computed by dividing the NAVD 88
 AL6004.geopotential number by the normal gravity value computed on the
 AL6004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6004.degrees latitude (g = 980.6199 gals.).
 AL6004
 AL6004.The modeled gravity was interpolated from observed gravity values.
 AL6004
 AL6004;                    North         East    Units  Estimated Accuracy
 AL6004;SPC FL W     -   514,060.      158,800.      MT  (+/- 180 meters Scaled)
 AL6004
 AL6004                          SUPERSEDED SURVEY CONTROL
 AL6004
 AL6004  NGVD 29 (??/??/92)   19.579  (m)           64.24   (f) ADJ UNCH    1 1
 AL6004
 AL6004.Superseded values are not recommended for survey control.
 AL6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6004.See file dsdata.txt to determine how the superseded data were derived.
 AL6004
 AL6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN613057(NAD 83)
 AL6004_MARKER: DB = BENCH MARK DISK
 AL6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6004_STAMPING: A 266 1966
 AL6004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6004+STABILITY: SURFACE MOTION
 AL6004
 AL6004  HISTORY     - Date     Condition        Report By
 AL6004  HISTORY     - 1966     MONUMENTED       CGS
 AL6004  HISTORY     - 1988     GOOD             USPSQD
 AL6004  HISTORY     - 19901103 GOOD             USPSQD
 AL6004  HISTORY     - 19940510 GOOD             USPSQD
 AL6004
 AL6004                          STATION DESCRIPTION
 AL6004
 AL6004'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6004'6.2 MI SE FROM DUNNELLON.
 AL6004'ABOUT 6.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AL6004'POST OFFICE AT DUNNELLON, 0.55 MILE NORTHWEST OF THE INTERSECTION
 AL6004'OF STATE HIGHWAY 491, 180 FEET SOUTH OF THE CENTER OF THE
 AL6004'JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST, 81.0 FEET
 AL6004'SOUTHWEST OF AND ACROSS THE BLACK TOPPED ROAD FROM THE CENTER
 AL6004'LINE OF THE HIGHWAY, 68 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 AL6004'3947, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK
 AL6004'TOPPED ROAD, 1 FOOT NORTHEAST OF A FENCE LINE, 2.0 FEET SOUTHEAST
 AL6004'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 AL6004'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AL6004
 AL6004                          STATION RECOVERY (1988)
 AL6004
 AL6004'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AL6004'RECOVERED IN GOOD CONDITION.
 AL6004
 AL6004                          STATION RECOVERY (1990)
 AL6004
 AL6004'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL6004'RECOVERED IN GOOD CONDITION.
 AL6004
 AL6004                          STATION RECOVERY (1994)
 AL6004
 AL6004'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL6004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6114 ***********************************************************************
 AL6114  DESIGNATION -  A 267
 AL6114  PID         -  AL6114
 AL6114  STATE/COUNTY-  FL/HERNANDO
 AL6114  USGS QUAD   -  BROOKSVILLE NW (1988)
 AL6114
 AL6114                         *CURRENT SURVEY CONTROL
 AL6114  ___________________________________________________________________
 AL6114* NAD 83(1986)-  28 37 45.     (N)    082 24 12.     (W)     SCALED    
 AL6114* NAVD 88     -        24.888  (meters)      81.65   (feet)  ADJUSTED  
 AL6114  ___________________________________________________________________
 AL6114  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AL6114  DYNAMIC HT  -          24.852 (meters)      81.54  (feet)  COMP
 AL6114  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 AL6114
 AL6114  VERT ORDER  -  FIRST     CLASS I
 AL6114
 AL6114.The horizontal coordinates were scaled from a topographic map and have
 AL6114.an estimated accuracy of +/- 6 seconds.
 AL6114
 AL6114.The orthometric height was determined by differential leveling
 AL6114.and adjusted by the National Geodetic Survey in June 1991..
 AL6114
 AL6114.The geoid height was determined by GEOID03.
 AL6114
 AL6114.The dynamic height is computed by dividing the NAVD 88
 AL6114.geopotential number by the normal gravity value computed on the
 AL6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6114.degrees latitude (g = 980.6199 gals.).
 AL6114
 AL6114.The modeled gravity was interpolated from observed gravity values.
 AL6114
 AL6114;                    North         East    Units  Estimated Accuracy
 AL6114;SPC FL W     -   476,000.      160,560.      MT  (+/- 180 meters Scaled)
 AL6114
 AL6114                          SUPERSEDED SURVEY CONTROL
 AL6114
 AL6114  NGVD 29 (??/??/92)   25.146  (m)           82.50   (f) ADJ UNCH    1 1
 AL6114
 AL6114.Superseded values are not recommended for survey control.
 AL6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6114.See file dsdata.txt to determine how the superseded data were derived.
 AL6114
 AL6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM628677(NAD 83)
 AL6114_MARKER: DB = BENCH MARK DISK
 AL6114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL6114_SP_SET: 24 FEET
 AL6114_STAMPING: A 267 1966
 AL6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL6114
 AL6114  HISTORY     - Date     Condition        Report By
 AL6114  HISTORY     - 1966     MONUMENTED       CGS
 AL6114
 AL6114                          STATION DESCRIPTION
 AL6114
 AL6114'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6114'6 MI N FROM BROOKSVILLE.
 AL6114'ABOUT 6.0 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 AL6114'THE FREIGHT STATION AT BROOKSVILLE, 0.25 MILE NORTH OF MILEPOST
 AL6114'792, NEAR THE CROSSING OF STATE HIGHWAY 476, NEAR THE NORTH END
 AL6114'OF STAFFORD SIDING, 120.0 FEET WEST OF THE CENTER OF THE CROSSING,
 AL6114'77.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30.0 FEET
 AL6114'NORTHWEST OF THE NORTHWEST RAIL, 74.3 FEET WEST OF THE SWITCH
 AL6114'STAND AT THE NORTH END OF THE SIDING, 1 1/2 FEET SOUTHWEST OF
 AL6114'A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 AL6114'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND IS A DISK ON A
 AL6114'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 AL6114'BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 AL6114'A DEPTH OF 24.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0555 ***********************************************************************
 AR0555  DESIGNATION -  A 269
 AR0555  PID         -  AR0555
 AR0555  STATE/COUNTY-  FL/ALACHUA
 AR0555  USGS QUAD   -  MICANOPY (1988)
 AR0555
 AR0555                         *CURRENT SURVEY CONTROL
 AR0555  ___________________________________________________________________
 AR0555* NAD 83(1986)-  29 36 12.     (N)    082 16 21.     (W)     SCALED    
 AR0555* NAVD 88     -        29.603  (meters)      97.12   (feet)  ADJUSTED  
 AR0555  ___________________________________________________________________
 AR0555  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AR0555  DYNAMIC HT  -          29.563 (meters)      96.99  (feet)  COMP
 AR0555  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AR0555
 AR0555  VERT ORDER  -  FIRST     CLASS I
 AR0555
 AR0555.The horizontal coordinates were scaled from a topographic map and have
 AR0555.an estimated accuracy of +/- 6 seconds.
 AR0555
 AR0555.The orthometric height was determined by differential leveling
 AR0555.and adjusted by the National Geodetic Survey in June 1991..
 AR0555
 AR0555.The geoid height was determined by GEOID03.
 AR0555
 AR0555.The dynamic height is computed by dividing the NAVD 88
 AR0555.geopotential number by the normal gravity value computed on the
 AR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0555.degrees latitude (g = 980.6199 gals.).
 AR0555
 AR0555.The modeled gravity was interpolated from observed gravity values.
 AR0555
 AR0555;                    North         East    Units  Estimated Accuracy
 AR0555;SPC FL N     -    68,990.      815,760.      MT  (+/- 180 meters Scaled)
 AR0555
 AR0555                          SUPERSEDED SURVEY CONTROL
 AR0555
 AR0555  NGVD 29 (??/??/92)   29.870  (m)           98.00   (f) ADJ UNCH    1 1
 AR0555
 AR0555.Superseded values are not recommended for survey control.
 AR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0555.See file dsdata.txt to determine how the superseded data were derived.
 AR0555
 AR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN767755(NAD 83)
 AR0555_MARKER: DB = BENCH MARK DISK
 AR0555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AR0555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AR0555_STAMPING: A 269 1966
 AR0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0555
 AR0555  HISTORY     - Date     Condition        Report By
 AR0555  HISTORY     - 1966     MONUMENTED       CGS
 AR0555
 AR0555                          STATION DESCRIPTION
 AR0555
 AR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AR0555'5.6 MI SE FROM GAINESVILLE.
 AR0555'ABOUT 5.6 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0555'FROM THE CROSSING OF SOUTH MAIN STREET AT GAINESVILLE, ABOUT
 AR0555'0.6 MILE NORTHEAST OF A FARM ROAD CROSSING, 15.8 FEET WEST OF
 AR0555'THE WEST RAIL, 7 1/2 FEET SOUTHWEST OF MILEPOST RB 746, 1.1 FEET
 AR0555'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS
 AR0555'A DISK WELDED ON TOP OF A 3-INCH BY 4-FOOT LONG IRON PIPE
 AR0555'PROJECTING 0.8 FOOT.  THE PIPE WAS SET 6 INCHES INTO ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2156 ***********************************************************************
 BG2156  DESIGNATION -  A 27
 BG2156  PID         -  BG2156
 BG2156  STATE/COUNTY-  FL/WALTON
 BG2156  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG2156
 BG2156                         *CURRENT SURVEY CONTROL
 BG2156  ___________________________________________________________________
 BG2156* NAD 83(1986)-  30 28 56.     (N)    086 21 57.     (W)     SCALED    
 BG2156* NAVD 88     -        17.805  (meters)      58.42   (feet)  ADJUSTED  
 BG2156  ___________________________________________________________________
 BG2156  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG2156  DYNAMIC HT  -          17.782 (meters)      58.34  (feet)  COMP
 BG2156  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BG2156
 BG2156  VERT ORDER  -  FIRST     CLASS II
 BG2156
 BG2156.The horizontal coordinates were scaled from a topographic map and have
 BG2156.an estimated accuracy of +/- 6 seconds.
 BG2156
 BG2156.The orthometric height was determined by differential leveling
 BG2156.and adjusted by the National Geodetic Survey in June 1991..
 BG2156
 BG2156.The geoid height was determined by GEOID03.
 BG2156
 BG2156.The dynamic height is computed by dividing the NAVD 88
 BG2156.geopotential number by the normal gravity value computed on the
 BG2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2156.degrees latitude (g = 980.6199 gals.).
 BG2156
 BG2156.The modeled gravity was interpolated from observed gravity values.
 BG2156
 BG2156;                    North         East    Units  Estimated Accuracy
 BG2156;SPC FL N     -   165,770.      420,860.      MT  (+/- 180 meters Scaled)
 BG2156
 BG2156                          SUPERSEDED SURVEY CONTROL
 BG2156
 BG2156  NGVD 29 (??/??/92)   17.916  (m)           58.78   (f) ADJ UNCH    1 2
 BG2156
 BG2156.Superseded values are not recommended for survey control.
 BG2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2156.See file dsdata.txt to determine how the superseded data were derived.
 BG2156
 BG2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU608723(NAD 83)
 BG2156_MARKER: DB = BENCH MARK DISK
 BG2156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2156_SP_SET: TOWER LEG BASE
 BG2156_STAMPING: A 27 1942
 BG2156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2156
 BG2156  HISTORY     - Date     Condition        Report By
 BG2156  HISTORY     - 1942     MONUMENTED       CGS
 BG2156
 BG2156                          STATION DESCRIPTION
 BG2156
 BG2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BG2156'9.9 MI SE FROM NICEVILLE.
 BG2156'9.9 MILES SOUTHEASTERLY FROM NICEVILLE.  FROM THE POST OFFICE
 BG2156'IN NICEVILLE GO NORTHWESTERLY 0.3 MILE, TURN SHARP RIGHT ONTO
 BG2156'STATE HIGHWAY NO.10 AND GO EASTERLY AND SOUTHEASTERLY 4.9 MILES,
 BG2156'TURN LEFT ONTO PAVED ROAD AND GO EASTERLY AND NORTHEASTERLY
 BG2156'3.4 MILES, TURN RIGHT ONTO SAND TRACK ROAD AND GO SOUTH AND
 BG2156'SOUTHEAST ABOUT 1.3 MILES TO STEEL OBSERVATION TOWER.  THIS
 BG2156'TOWER IS ONE OF THE EGLIN FIELD BOMBING RANGE NO.51 OBSERVATION
 BG2156'TOWERS AND IS 1.0 MILE SOUTHEAST OF THE CENTER OF THE RANGE OR
 BG2156'TARGET.  THE MARK IS LOCATED IN THE CONCRETE BASE OF THE NORTHEAST
 BG2156'LEG OF THE TOWER.  IT IS 7.6 FEET NORTHEAST OF TRAVERSE STATION
 BG2156'AREA 1942.  A STANDARD BENCH MARK DISK SET IN DRILL HOLE IN
 BG2156'CONCRETE BASE OF N.E. LEG OF TOWER AND IS STAMPED A 27 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0055 ***********************************************************************
 AA0055  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0055  DESIGNATION -  A 271 FLHD
 AA0055  PID         -  AA0055
 AA0055  STATE/COUNTY-  FL/MONROE
 AA0055  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0055
 AA0055                         *CURRENT SURVEY CONTROL
 AA0055  ___________________________________________________________________
 AA0055* NAD 83(1986)-  24 34 16.     (N)    081 44 57.     (W)     SCALED    
 AA0055* NAVD 88     -         2.791  (meters)       9.16   (feet)  ADJUSTED  
 AA0055  ___________________________________________________________________
 AA0055  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AA0055  DYNAMIC HT  -           2.786 (meters)       9.14  (feet)  COMP
 AA0055  MODELED GRAV-     978,955.7   (mgal)                       NAVD 88
 AA0055
 AA0055  VERT ORDER  -  FIRST     CLASS II
 AA0055
 AA0055.The horizontal coordinates were scaled from a topographic map and have
 AA0055.an estimated accuracy of +/- 6 seconds.
 AA0055
 AA0055.The orthometric height was determined by differential leveling
 AA0055.and adjusted by the National Geodetic Survey in June 1991..
 AA0055.WARNING-Repeat measurements at this control monument indicate possible
 AA0055.vertical movement.
 AA0055
 AA0055.This Tidal Bench Mark is designated as VM 17088
 AA0055.by the Center for Operational Oceanographic Products and Services.
 AA0055
 AA0055.The geoid height was determined by GEOID03.
 AA0055
 AA0055.The dynamic height is computed by dividing the NAVD 88
 AA0055.geopotential number by the normal gravity value computed on the
 AA0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0055.degrees latitude (g = 980.6199 gals.).
 AA0055
 AA0055.The modeled gravity was interpolated from observed gravity values.
 AA0055
 AA0055;                    North         East    Units  Estimated Accuracy
 AA0055;SPC FL E     -    26,540.      124,110.      MT  (+/- 180 meters Scaled)
 AA0055
 AA0055                          SUPERSEDED SURVEY CONTROL
 AA0055
 AA0055  NGVD 29 (09/01/92)    3.200  (m)           10.50   (f) ADJUSTED    1 2
 AA0055
 AA0055.Superseded values are not recommended for survey control.
 AA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0055.See file dsdata.txt to determine how the superseded data were derived.
 AA0055
 AA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH241176(NAD 83)
 AA0055_MARKER: DD = SURVEY DISK
 AA0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0055_SP_SET: BRIDGE ABUTMENT
 AA0055_STAMPING: A 271
 AA0055_MARK LOGO: FLHD  
 AA0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0055
 AA0055  HISTORY     - Date     Condition        Report By
 AA0055  HISTORY     - UNK      MONUMENTED       FLHD
 AA0055  HISTORY     - 1966     GOOD             NGS
 AA0055  HISTORY     - 1978     GOOD             NGS
 AA0055  HISTORY     - 1982     GOOD             FLDNR
 AA0055  HISTORY     - 1984     GOOD             USPSQD
 AA0055  HISTORY     - 20010831 MARK NOT FOUND   USPSQD
 AA0055
 AA0055                          STATION DESCRIPTION
 AA0055
 AA0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0055'3.4 MI E FROM KEY WEST.
 AA0055'3.35 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC CHURCH
 AA0055'AT KEY WEST, ABOUT 0.25 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 AA0055'1 AND STATE HIGHWAY A1A, SET ON THE TOP OF THE SOUTH END OF THE
 AA0055'EAST CONCRETE ABUTMENT OF THE WESTBOUND LANE OF HIGHWAY OVER
 AA0055'COW KEY CHANNEL, 4 FEET SOUTH OF THE SOUTH CURB OF BRIDGE AND
 AA0055'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AA0055
 AA0055                          STATION RECOVERY (1978)
 AA0055
 AA0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0055'RECOVERED IN GOOD CONDITION.
 AA0055
 AA0055                          STATION RECOVERY (1982)
 AA0055
 AA0055'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0055'RECOVERED IN GOOD CONDITION.
 AA0055
 AA0055                          STATION RECOVERY (1984)
 AA0055
 AA0055'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0055'RECOVERED IN GOOD CONDITION.
 AA0055
 AA0055                          STATION RECOVERY (2001)
 AA0055
 AA0055'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0138 ***********************************************************************
 AA0138  DESIGNATION -  A 272 FLHD
 AA0138  PID         -  AA0138
 AA0138  STATE/COUNTY-  FL/MONROE
 AA0138  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0138
 AA0138                         *CURRENT SURVEY CONTROL
 AA0138  ___________________________________________________________________
 AA0138* NAD 83(1986)-  24 38 57.     (N)    081 33 32.     (W)     SCALED    
 AA0138* NAVD 88     -         3.388  (meters)      11.12   (feet)  ADJUSTED  
 AA0138  ___________________________________________________________________
 AA0138  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0138  DYNAMIC HT  -           3.382 (meters)      11.10  (feet)  COMP
 AA0138  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 AA0138
 AA0138  VERT ORDER  -  FIRST     CLASS II
 AA0138
 AA0138.The horizontal coordinates were scaled from a topographic map and have
 AA0138.an estimated accuracy of +/- 6 seconds.
 AA0138
 AA0138.The orthometric height was determined by differential leveling
 AA0138.and adjusted by the National Geodetic Survey in June 1991..
 AA0138.WARNING-Repeat measurements at this control monument indicate possible
 AA0138.vertical movement.
 AA0138
 AA0138.The geoid height was determined by GEOID03.
 AA0138
 AA0138.The dynamic height is computed by dividing the NAVD 88
 AA0138.geopotential number by the normal gravity value computed on the
 AA0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0138.degrees latitude (g = 980.6199 gals.).
 AA0138
 AA0138.The modeled gravity was interpolated from observed gravity values.
 AA0138
 AA0138;                    North         East    Units  Estimated Accuracy
 AA0138;SPC FL E     -    35,100.      143,420.      MT  (+/- 180 meters Scaled)
 AA0138
 AA0138                          SUPERSEDED SURVEY CONTROL
 AA0138
 AA0138  NGVD 29 (09/01/92)    3.809  (m)           12.50   (f) ADJUSTED    1 2
 AA0138
 AA0138.Superseded values are not recommended for survey control.
 AA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0138.See file dsdata.txt to determine how the superseded data were derived.
 AA0138
 AA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH434262(NAD 83)
 AA0138_MARKER: DD = SURVEY DISK
 AA0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0138_SP_SET: BRIDGE ABUTMENT
 AA0138_STAMPING: A 272
 AA0138_MARK LOGO: FLHD  
 AA0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0138
 AA0138  HISTORY     - Date     Condition        Report By
 AA0138  HISTORY     - UNK      MONUMENTED       FLHD
 AA0138  HISTORY     - 1966     GOOD             NGS
 AA0138  HISTORY     - 1978     GOOD             NGS
 AA0138  HISTORY     - 1982     GOOD             FLDNR
 AA0138  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AA0138
 AA0138                          STATION DESCRIPTION
 AA0138
 AA0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0138'16.8 MI NE FROM KEY WEST.
 AA0138'16.75 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC
 AA0138'CHURCH AT KEY WEST, ON PARK KEY, SET ON THE TOP OF THE NORTH
 AA0138'END OF THE EAST CONCRETE ABUTMENT OF THE HARRIS GAP VIADUCT
 AA0138'(BRIDGE NO. 7 D), 12 FEET NORTH OF THE CENTER LINE OF THE
 AA0138'HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AA0138
 AA0138                          STATION RECOVERY (1978)
 AA0138
 AA0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0138'RECOVERED IN GOOD CONDITION.
 AA0138
 AA0138                          STATION RECOVERY (1982)
 AA0138
 AA0138'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0138'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0138'THE MARK WILL BE DESTROYED WHEN THE NEW BRIDGE IS BUILT.
 AA0138'THE MARK IS 1 FT ABOVE ROAD.
 AA0138
 AA0138                          STATION RECOVERY (1984)
 AA0138
 AA0138'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0681 ***********************************************************************
 AA0681  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0681  DESIGNATION -  A 272 RESET
 AA0681  PID         -  AA0681
 AA0681  STATE/COUNTY-  FL/MONROE
 AA0681  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0681
 AA0681                         *CURRENT SURVEY CONTROL
 AA0681  ___________________________________________________________________
 AA0681* NAD 83(1986)-  24 38 57.     (N)    081 33 32.     (W)     SCALED    
 AA0681* NAVD 88     -         3.973  (meters)      13.03   (feet)  ADJUSTED  
 AA0681  ___________________________________________________________________
 AA0681  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0681  DYNAMIC HT  -           3.966 (meters)      13.01  (feet)  COMP
 AA0681  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 AA0681
 AA0681  VERT ORDER  -  FIRST     CLASS II
 AA0681
 AA0681.The horizontal coordinates were scaled from a topographic map and have
 AA0681.an estimated accuracy of +/- 6 seconds.
 AA0681
 AA0681.The orthometric height was determined by differential leveling
 AA0681.and adjusted by the National Geodetic Survey in June 1991..
 AA0681.WARNING-Repeat measurements at this control monument indicate possible
 AA0681.vertical movement.
 AA0681
 AA0681.This Tidal Bench Mark is designated as VM 7006
 AA0681.by the Center for Operational Oceanographic Products and Services.
 AA0681
 AA0681.The geoid height was determined by GEOID03.
 AA0681
 AA0681.The dynamic height is computed by dividing the NAVD 88
 AA0681.geopotential number by the normal gravity value computed on the
 AA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0681.degrees latitude (g = 980.6199 gals.).
 AA0681
 AA0681.The modeled gravity was interpolated from observed gravity values.
 AA0681
 AA0681;                    North         East    Units  Estimated Accuracy
 AA0681;SPC FL E     -    35,100.      143,420.      MT  (+/- 180 meters Scaled)
 AA0681
 AA0681                          SUPERSEDED SURVEY CONTROL
 AA0681
 AA0681  NGVD 29 (09/01/92)    4.393  (m)           14.41   (f) ADJUSTED    1 2
 AA0681
 AA0681.Superseded values are not recommended for survey control.
 AA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0681.See file dsdata.txt to determine how the superseded data were derived.
 AA0681
 AA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH434262(NAD 83)
 AA0681_MARKER: DB = BENCH MARK DISK
 AA0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0681_SP_SET: CONCRETE CHEEKWALL
 AA0681_STAMPING: A 272 RESET 1981
 AA0681_MARK LOGO: NGS   
 AA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0681+STABILITY: SURFACE MOTION
 AA0681
 AA0681  HISTORY     - Date     Condition        Report By
 AA0681  HISTORY     - 1981     MONUMENTED       NGS
 AA0681  HISTORY     - 1982     GOOD             FLDNR
 AA0681  HISTORY     - 19881231 GOOD             FLDNR
 AA0681  HISTORY     - 1989     GOOD             USPSQD
 AA0681
 AA0681                          STATION DESCRIPTION
 AA0681
 AA0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AA0681'26.9 KM (16.75 MI) NE FROM KEY WEST.
 AA0681'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0681'26.9 KM (16.75 MI) NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC
 AA0681'CHURCH IN KEY WEST, ON HARRIS GAP CANAL BRIDGE, 8.5 METERS (27.9 FT)
 AA0681'NORTHWEST OF CENTER OF U.S. HIGHWAY 1 SOUTHWEST BOUND LANE, 2.7
 AA0681'METERS (9.0 FT) WEST OF THE NORTHWEST SIDE OF THE NORTHEAST CORNER
 AA0681'OF WINGWALL RAILING, AND 0.6 METER (2.0 FT) NORTHWEST OF THE
 AA0681'CENTER OF A 24-INCH WATER PIPE ON THE NORTHWEST SIDE OF BRIDGE.
 AA0681
 AA0681                          STATION RECOVERY (1982)
 AA0681
 AA0681'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0681'RECOVERED IN GOOD CONDITION.
 AA0681
 AA0681                          STATION RECOVERY (1988)
 AA0681
 AA0681'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0681'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO 0.64
 AA0681'KM (0.40 MI) NORTHEAST ON U.S. HIGHWAY 1 TO THE EAST END OF THE
 AA0681'BRIDGE OVER HARRIS GAP CHANNEL AND THE MARK, SET FLUSH IN THE TOP OF
 AA0681'THE NORTHEAST CONCRETE CHEEKWALL (WINGWALL).  LOCATED 0.91 M (2.99
 AA0681'FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY, 5.88 M (19.29 FT)
 AA0681'WEST-NORTHWEST OF THE NORTHEST END OF THE CONCRETE GUARDRAIL AND 0.24
 AA0681'M (0.79 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE CHEEKWALL
 AA0681'(WINGWALL).
 AA0681
 AA0681                          STATION RECOVERY (1989)
 AA0681
 AA0681'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0225 ***********************************************************************
 AA0225  DESIGNATION -  A 273
 AA0225  PID         -  AA0225
 AA0225  STATE/COUNTY-  FL/MONROE
 AA0225  USGS QUAD   -  BIG PINE KEY (1972)
 AA0225
 AA0225                         *CURRENT SURVEY CONTROL
 AA0225  ___________________________________________________________________
 AA0225* NAD 83(1986)-  24 40 49.     (N)    081 21 47.     (W)     SCALED    
 AA0225* NAVD 88     -         0.483  (meters)       1.58   (feet)  ADJUSTED  
 AA0225  ___________________________________________________________________
 AA0225  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AA0225  DYNAMIC HT  -           0.482 (meters)       1.58  (feet)  COMP
 AA0225  MODELED GRAV-     978,968.6   (mgal)                       NAVD 88
 AA0225
 AA0225  VERT ORDER  -  FIRST     CLASS II
 AA0225
 AA0225.The horizontal coordinates were scaled from a topographic map and have
 AA0225.an estimated accuracy of +/- 6 seconds.
 AA0225
 AA0225.The orthometric height was determined by differential leveling
 AA0225.and adjusted by the National Geodetic Survey in June 1991..
 AA0225
 AA0225.The geoid height was determined by GEOID03.
 AA0225
 AA0225.The dynamic height is computed by dividing the NAVD 88
 AA0225.geopotential number by the normal gravity value computed on the
 AA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0225.degrees latitude (g = 980.6199 gals.).
 AA0225
 AA0225.The modeled gravity was interpolated from observed gravity values.
 AA0225
 AA0225;                    North         East    Units  Estimated Accuracy
 AA0225;SPC FL E     -    38,480.      163,260.      MT  (+/- 180 meters Scaled)
 AA0225
 AA0225                          SUPERSEDED SURVEY CONTROL
 AA0225
 AA0225  NGVD 29 (09/01/92)    0.906  (m)            2.97   (f) ADJUSTED    1 2
 AA0225
 AA0225.Superseded values are not recommended for survey control.
 AA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0225.See file dsdata.txt to determine how the superseded data were derived.
 AA0225
 AA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH632295(NAD 83)
 AA0225_MARKER: DB = BENCH MARK DISK
 AA0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA0225_STAMPING: A 273 1966
 AA0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0225+STABILITY: SURFACE MOTION
 AA0225
 AA0225  HISTORY     - Date     Condition        Report By
 AA0225  HISTORY     - 1966     MONUMENTED       CGS
 AA0225  HISTORY     - 1962     GOOD             NGS
 AA0225  HISTORY     - 1978     GOOD             NGS
 AA0225  HISTORY     - 1982     GOOD             LOCSUR
 AA0225  HISTORY     - 1984     GOOD             USPSQD
 AA0225
 AA0225                          STATION DESCRIPTION
 AA0225
 AA0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0225'19.8 MI SW FROM MARATHON.
 AA0225'ABOUT 19.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0225'OFFICE AT MARATHON, THENCE 0.8 MILE NORTHWEST ALONG STATE
 AA0225'HIGHWAY 940, ON BIG PINE KEY, 29.5 FEET NORTHEAST OF THE CENTER
 AA0225'LINE OF THE HIGHWAY, 3.5 FEET EAST OF POWER POLE NO. PK 18,
 AA0225'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AA0225'POST PROJECTING 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 AA0225
 AA0225                          STATION RECOVERY (1962)
 AA0225
 AA0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AA0225'RECOVERED IN GOOD CONDITION.
 AA0225
 AA0225                          STATION RECOVERY (1978)
 AA0225
 AA0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0225'RECOVERED IN GOOD CONDITION.
 AA0225
 AA0225                          STATION RECOVERY (1982)
 AA0225
 AA0225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AA0225'19.1 MILES SOUTHWEST ON U.S. 1 FROM POST OFFICE MARATHON THENCE 0.8
 AA0225'MILES NORTHWEST ON HIGHWAY 940 ON BIG PINE KEY. 3.5 FEET EAST OF
 AA0225'POWER POLE, SET ON TOP OF CONCRETE POST.
 AA0225
 AA0225                          STATION RECOVERY (1984)
 AA0225
 AA0225'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0225'THE POWER POLE IS S-18 NOT PK-18 AND THE DISTANCE IS NOT 0.8 MILES
 AA0225'BUT 0.6 MILENORTHWEST ALONG COUNTY (NOT STATE) ROAD 940. MONROE
 AA0225'COUNTY HAS TAKEN OVER MAINTENANCE OF FORMER STATE ROADS AND ROAD
 AA0225'SIGNS HAVE BEEN CHANGED ACCORDINGLY. A TORNADO KNOCKED DOWN MANY
 AA0225'POWER POLES ON BIG PINE KEY AND NUMBERING HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0464 ***********************************************************************
 AC0464  DESIGNATION -  A 274
 AC0464  PID         -  AC0464
 AC0464  STATE/COUNTY-  FL/MIAMI-DADE
 AC0464  USGS QUAD   -  ROYAL PALM RANGER STATION (1979)
 AC0464
 AC0464                         *CURRENT SURVEY CONTROL
 AC0464  ___________________________________________________________________
 AC0464* NAD 83(1986)-  25 30 00.     (N)    080 33 02.     (W)     SCALED    
 AC0464* NAVD 88     -         1.724  (meters)       5.66   (feet)  ADJUSTED  
 AC0464  ___________________________________________________________________
 AC0464  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AC0464  DYNAMIC HT  -           1.721 (meters)       5.65  (feet)  COMP
 AC0464  MODELED GRAV-     978,988.9   (mgal)                       NAVD 88
 AC0464
 AC0464  VERT ORDER  -  FIRST     CLASS II
 AC0464
 AC0464.This mark is at Homestead Airport (X51)
 AC0464
 AC0464.The horizontal coordinates were scaled from a topographic map and have
 AC0464.an estimated accuracy of +/- 6 seconds.
 AC0464
 AC0464.The orthometric height was determined by differential leveling
 AC0464.and adjusted by the National Geodetic Survey in June 1991..
 AC0464
 AC0464.The geoid height was determined by GEOID03.
 AC0464
 AC0464.The dynamic height is computed by dividing the NAVD 88
 AC0464.geopotential number by the normal gravity value computed on the
 AC0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0464.degrees latitude (g = 980.6199 gals.).
 AC0464
 AC0464.The modeled gravity was interpolated from observed gravity values.
 AC0464
 AC0464;                    North         East    Units  Estimated Accuracy
 AC0464;SPC FL E     -   129,300.      245,180.      MT  (+/- 180 meters Scaled)
 AC0464
 AC0464                          SUPERSEDED SURVEY CONTROL
 AC0464
 AC0464  NGVD 29 (09/01/92)    2.187  (m)            7.18   (f) ADJUSTED    1 2
 AC0464
 AC0464.Superseded values are not recommended for survey control.
 AC0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0464.See file dsdata.txt to determine how the superseded data were derived.
 AC0464
 AC0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ451203(NAD 83)
 AC0464_MARKER: DB = BENCH MARK DISK
 AC0464_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC0464_SP_SET: CONCRETE BASE FOR WIND SOCK
 AC0464_STAMPING: A 274 1966
 AC0464_MARK LOGO: CGS   
 AC0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0464+STABILITY: SURFACE MOTION
 AC0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0464+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 AC0464
 AC0464  HISTORY     - Date     Condition        Report By
 AC0464  HISTORY     - 1966     MONUMENTED       CGS
 AC0464  HISTORY     - 1987     GOOD             USPSQD
 AC0464  HISTORY     - 1988     GOOD             USPSQD
 AC0464  HISTORY     - 19910221 GOOD             FLDNR
 AC0464  HISTORY     - 19910302 GOOD             USPSQD
 AC0464  HISTORY     - 20010524 GOOD             USACE
 AC0464
 AC0464                          STATION DESCRIPTION
 AC0464
 AC0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0464'5.7 MI NW FROM HOMESTEAD.
 AC0464'ABOUT 4.6 MILES WEST ALONG AVOCADO DRIVE FROM THE SOUTH DADE
 AC0464'BAPTIST CHURCH AT HOMESTEAD, THENCE ABOUT 0.6 MILE NORTH ALONG
 AC0464'SW. 217TH AVENUE, THENCE ABOUT 0.5 MILE WEST ALONG ENTRANCE DRIVE
 AC0464'TO HOMESTEAD GENERAL AVIATION AIRPORT, ABOUT 95 YARDS NORTHWEST
 AC0464'OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, SET IN THE
 AC0464'TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE WIND
 AC0464'SOCK, 71 FEET WEST OF WEST EDGE OF PARKING AREA, AND ABOUT LEVEL
 AC0464'WITH THE TAXI STRIP.
 AC0464
 AC0464                          STATION RECOVERY (1987)
 AC0464
 AC0464'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC0464'RECOVERED IN GOOD CONDITION.
 AC0464
 AC0464                          STATION RECOVERY (1988)
 AC0464
 AC0464'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC0464'RECOVERED IN GOOD CONDITION.
 AC0464
 AC0464                          STATION RECOVERY (1991)
 AC0464
 AC0464'RECOVERY NOTE BY FL DEPT OF NAT RES 1991
 AC0464'RECOVERED IN GOOD CONDITION.
 AC0464
 AC0464                          STATION RECOVERY (1991)
 AC0464
 AC0464'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC0464'RECOVERED IN GOOD CONDITION.
 AC0464
 AC0464                          STATION RECOVERY (2001)
 AC0464
 AC0464'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (BFS)
 AC0464'THE STATION MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1146 ***********************************************************************
 AC1146  DESIGNATION -  A 275
 AC1146  PID         -  AC1146
 AC1146  STATE/COUNTY-  FL/MIAMI-DADE
 AC1146  USGS QUAD   -  HOMESTEAD (1994)
 AC1146
 AC1146                         *CURRENT SURVEY CONTROL
 AC1146  ___________________________________________________________________
 AC1146* NAD 83(1986)-  25 26 03.     (N)    080 28 25.     (W)     SCALED    
 AC1146* NAVD 88     -         0.748  (meters)       2.45   (feet)  ADJUSTED  
 AC1146  ___________________________________________________________________
 AC1146  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AC1146  DYNAMIC HT  -           0.746 (meters)       2.45  (feet)  COMP
 AC1146  MODELED GRAV-     978,976.0   (mgal)                       NAVD 88
 AC1146
 AC1146  VERT ORDER  -  FIRST     CLASS II
 AC1146
 AC1146.The horizontal coordinates were scaled from a topographic map and have
 AC1146.an estimated accuracy of +/- 6 seconds.
 AC1146
 AC1146.The orthometric height was determined by differential leveling
 AC1146.and adjusted by the National Geodetic Survey in June 1991..
 AC1146
 AC1146.The geoid height was determined by GEOID03.
 AC1146
 AC1146.The dynamic height is computed by dividing the NAVD 88
 AC1146.geopotential number by the normal gravity value computed on the
 AC1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1146.degrees latitude (g = 980.6199 gals.).
 AC1146
 AC1146.The modeled gravity was interpolated from observed gravity values.
 AC1146
 AC1146;                    North         East    Units  Estimated Accuracy
 AC1146;SPC FL E     -   122,040.      252,950.      MT  (+/- 180 meters Scaled)
 AC1146
 AC1146                          SUPERSEDED SURVEY CONTROL
 AC1146
 AC1146  NGVD 29 (09/01/92)    1.210  (m)            3.97   (f) ADJUSTED    1 2
 AC1146
 AC1146.Superseded values are not recommended for survey control.
 AC1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1146.See file dsdata.txt to determine how the superseded data were derived.
 AC1146
 AC1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ529131(NAD 83)
 AC1146_MARKER: DB = BENCH MARK DISK
 AC1146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC1146_SP_SET: COPPER-CLAD STEEL ROD
 AC1146_STAMPING: A 275 1966
 AC1146_MARK LOGO: CGS   
 AC1146_PROJECTION: FLUSH
 AC1146_MAGNETIC: I = MARKER IS A STEEL ROD
 AC1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1146+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 AC1146_ROD/PIPE-DEPTH: 18   meters
 AC1146
 AC1146  HISTORY     - Date     Condition        Report By
 AC1146  HISTORY     - 1966     MONUMENTED       CGS
 AC1146  HISTORY     - 1970     GOOD             NGS
 AC1146  HISTORY     - 1978     GOOD             NGS
 AC1146  HISTORY     - 1982     GOOD             LOCSUR
 AC1146  HISTORY     - 1987     GOOD             USPSQD
 AC1146  HISTORY     - 19901230 GOOD             USPSQD
 AC1146  HISTORY     - 19910124 GOOD             FLDNR
 AC1146  HISTORY     - 19910324 GOOD             USPSQD
 AC1146  HISTORY     - 19910329 GOOD             USPSQD
 AC1146  HISTORY     - 19930517 GOOD             NGS
 AC1146  HISTORY     - 19940912 GOOD             FLDEP
 AC1146
 AC1146                          STATION DESCRIPTION
 AC1146
 AC1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1146'0.9 MI S FROM FLORIDA CITY.
 AC1146'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AC1146'OF PALM DRIVE AT FLORIDA CITY, 119 FEET SOUTHEAST OF THE CENTER
 AC1146'OF THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST TO
 AC1146'CARD SOUND, 81.0 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND
 AC1146'LANE OF HIGHWAY, 61 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 AC1146'SOUTHEAST, 47 FEET NORTHEAST OF A POWER POLE, 1.3 FEET SOUTH
 AC1146'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 AC1146'HIGHWAY AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING
 AC1146'0.3 FOOT AND PROTECTED BY A 4-INCH IRON PIPE PROJECTING 0.4
 AC1146'FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 18.0 FEET.
 AC1146
 AC1146                          STATION RECOVERY (1970)
 AC1146
 AC1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC1146'RECOVERED IN GOOD CONDITION.
 AC1146
 AC1146                          STATION RECOVERY (1978)
 AC1146
 AC1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC1146'RECOVERED IN GOOD CONDITION.
 AC1146
 AC1146                          STATION RECOVERY (1982)
 AC1146
 AC1146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AC1146'ABOUT 0.9 MILES S ALONG U.S. HWY 1 FROM THE JUNCTION OF PALM DRIVE AT
 AC1146'FLORIDA CITY.
 AC1146
 AC1146                          STATION RECOVERY (1987)
 AC1146
 AC1146'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1146'RECOVERED IN GOOD CONDITION.
 AC1146
 AC1146                          STATION RECOVERY (1990)
 AC1146
 AC1146'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1146'RECOVERED IN GOOD CONDITION.
 AC1146
 AC1146                          STATION RECOVERY (1991)
 AC1146
 AC1146'RECOVERY NOTE BY FL DEPT OF NAT RES 1991
 AC1146'RECOVERED IN GOOD CONDITION EXCEPT THE BENCH MARK IS PROTECTED BY A 6
 AC1146'INCH IRON PIPE NOT A 4 INCH IRON PIPE.
 AC1146
 AC1146                          STATION RECOVERY (1991)
 AC1146
 AC1146'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC1146'RECOVERED IN GOOD CONDITION.
 AC1146
 AC1146                          STATION RECOVERY (1991)
 AC1146
 AC1146'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC1146'RECOVERED IN GOOD CONDITION.
 AC1146
 AC1146                          STATION RECOVERY (1993)
 AC1146
 AC1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC1146'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AC1146'STATE HIGHWAY 9336 IN FLORIDA CITY, 24.8 M (81.4 FT) EAST OF THE
 AC1146'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 18.7 M (61.4 FT)
 AC1146'SOUTH OF THE CENTERLINE OF CARD SOUND ROAD, 5.9 M (19.4 FT) SOUTHEAST
 AC1146'OF A UTILITY POLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 AC1146'0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 AC1146'A 6-INCH TILE PIPE AND PROJECTS 0.7 M (2.3 FT) ABOVE THE GROUND
 AC1146'SURFACE.
 AC1146
 AC1146                          STATION RECOVERY (1994)
 AC1146
 AC1146'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (LGB)
 AC1146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1005 ***********************************************************************
 AC1005  DESIGNATION -  A 276
 AC1005  PID         -  AC1005
 AC1005  STATE/COUNTY-  FL/MONROE
 AC1005  USGS QUAD   -  ROCK HARBOR (1990)
 AC1005
 AC1005                         *CURRENT SURVEY CONTROL
 AC1005  ___________________________________________________________________
 AC1005* NAD 83(1986)-  25 03 17.     (N)    080 28 52.     (W)     SCALED    
 AC1005* NAVD 88     -         2.489  (meters)       8.17   (feet)  ADJUSTED  
 AC1005  ___________________________________________________________________
 AC1005  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AC1005  DYNAMIC HT  -           2.485 (meters)       8.15  (feet)  COMP
 AC1005  MODELED GRAV-     978,978.2   (mgal)                       NAVD 88
 AC1005
 AC1005  VERT ORDER  -  FIRST     CLASS II
 AC1005
 AC1005.The horizontal coordinates were scaled from a topographic map and have
 AC1005.an estimated accuracy of +/- 6 seconds.
 AC1005
 AC1005.The orthometric height was determined by differential leveling
 AC1005.and adjusted by the National Geodetic Survey in June 1991..
 AC1005
 AC1005.The geoid height was determined by GEOID03.
 AC1005
 AC1005.The dynamic height is computed by dividing the NAVD 88
 AC1005.geopotential number by the normal gravity value computed on the
 AC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1005.degrees latitude (g = 980.6199 gals.).
 AC1005
 AC1005.The modeled gravity was interpolated from observed gravity values.
 AC1005
 AC1005;                    North         East    Units  Estimated Accuracy
 AC1005;SPC FL E     -    80,000.      252,360.      MT  (+/- 180 meters Scaled)
 AC1005
 AC1005                          SUPERSEDED SURVEY CONTROL
 AC1005
 AC1005  NGVD 29 (??/??/92)    2.965  (m)            9.73   (f) ADJ UNCH    1 2
 AC1005
 AC1005.Superseded values are not recommended for survey control.
 AC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1005.See file dsdata.txt to determine how the superseded data were derived.
 AC1005
 AC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH523711(NAD 83)
 AC1005_MARKER: DB = BENCH MARK DISK
 AC1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC1005_STAMPING: A 276 1966
 AC1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1005+STABILITY: SURFACE MOTION
 AC1005
 AC1005  HISTORY     - Date     Condition        Report By
 AC1005  HISTORY     - 1966     MONUMENTED       CGS
 AC1005  HISTORY     - 1975     MARK NOT FOUND   NGS
 AC1005  HISTORY     - 1979     MARK NOT FOUND   NGS
 AC1005  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AC1005  HISTORY     - 19901223 MARK NOT FOUND   USPSQD
 AC1005  HISTORY     - 20001107 MARK NOT FOUND   FLDT
 AC1005
 AC1005                          STATION DESCRIPTION
 AC1005
 AC1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1005'3.7 MI SW FROM KEY LARGO.
 AC1005'ABOUT 3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1005'OFFICE AT KEY LARGO, 67 YARDS NORTH AND ACROSS THE OLD HIGHWAY
 AC1005'FROM POWER LINE TOWER 297, IN THE TOP OF A ROCK OUTCROP THAT THE
 AC1005'EXPOSED PORTION IS ABOUT 4-FOOT SQUARE AND PROJECTS 0.2 FOOT,
 AC1005'41.0 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 1, 41.0
 AC1005'FEET NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 26 FEET
 AC1005'SOUTHWEST OF THE CENTER LINE OF A ROAD THAT CONNECTS THE TWO
 AC1005'HIGHWAYS, 5 FEET NORTHWEST OF A ROUND 2 1/2-FOOT HIGH CONCRETE
 AC1005'POST, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AC1005
 AC1005                          STATION RECOVERY (1975)
 AC1005
 AC1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AC1005'MARK NOT FOUND.
 AC1005
 AC1005                          STATION RECOVERY (1979)
 AC1005
 AC1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1005'SEARCHED FOR BUT NOT RECOVERED THIS DATE, POSSIBLY DUE TO ROAD
 AC1005'RECONSTRUCTION.
 AC1005
 AC1005                          STATION RECOVERY (1983)
 AC1005
 AC1005'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AC1005'MARK NOT FOUND.
 AC1005
 AC1005                          STATION RECOVERY (1990)
 AC1005
 AC1005'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1005'MARK NOT FOUND.
 AC1005
 AC1005                          STATION RECOVERY (2000)
 AC1005
 AC1005'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000
 AC1005'A LOCAL PRIVATE SURVEYOR REPORTED HE COULD NOT FIND THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6470 ***********************************************************************
 AL6470  DESIGNATION -  A 277
 AL6470  PID         -  AL6470
 AL6470  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6470  USGS QUAD   -  SULPHUR SPRINGS (1995)
 AL6470
 AL6470                         *CURRENT SURVEY CONTROL
 AL6470  ___________________________________________________________________
 AL6470* NAD 83(1986)-  28 07 02.     (N)    082 27 59.     (W)     SCALED    
 AL6470* NAVD 88     -        18.566  (meters)      60.91   (feet)  ADJUSTED  
 AL6470  ___________________________________________________________________
 AL6470  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AL6470  DYNAMIC HT  -          18.539 (meters)      60.82  (feet)  COMP
 AL6470  MODELED GRAV-     979,192.5   (mgal)                       NAVD 88
 AL6470
 AL6470  VERT ORDER  -  FIRST     CLASS II
 AL6470
 AL6470.The horizontal coordinates were scaled from a topographic map and have
 AL6470.an estimated accuracy of +/- 6 seconds.
 AL6470
 AL6470.The orthometric height was determined by differential leveling
 AL6470.and adjusted by the National Geodetic Survey in June 1991..
 AL6470
 AL6470.The geoid height was determined by GEOID03.
 AL6470
 AL6470.The dynamic height is computed by dividing the NAVD 88
 AL6470.geopotential number by the normal gravity value computed on the
 AL6470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6470.degrees latitude (g = 980.6199 gals.).
 AL6470
 AL6470.The modeled gravity was interpolated from observed gravity values.
 AL6470
 AL6470;                    North         East    Units  Estimated Accuracy
 AL6470;SPC FL W     -   419,290.      154,180.      MT  (+/- 180 meters Scaled)
 AL6470
 AL6470                          SUPERSEDED SURVEY CONTROL
 AL6470
 AL6470  NGVD 29 (??/??/92)   18.818  (m)           61.74   (f) ADJ UNCH    1 2
 AL6470
 AL6470.Superseded values are not recommended for survey control.
 AL6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6470.See file dsdata.txt to determine how the superseded data were derived.
 AL6470
 AL6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM559110(NAD 83)
 AL6470_MARKER: DB = BENCH MARK DISK
 AL6470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AL6470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AL6470_STAMPING: A 227 1966
 AL6470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6470
 AL6470  HISTORY     - Date     Condition        Report By
 AL6470  HISTORY     - 1966     MONUMENTED       CGS
 AL6470  HISTORY     - 19910319 GOOD             USPSQD
 AL6470  HISTORY     - 20010811 GOOD             USPSQD
 AL6470
 AL6470                          STATION DESCRIPTION
 AL6470
 AL6470'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6470'2.6 MI S FROM LUTZ.
 AL6470'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST
 AL6470'OFFICE AT LUTZ, THENCE 0.4 MILE WEST ALONG CRENSHAW LAKE ROAD,
 AL6470'NEAR THE INTERSECTION OF ESTES ROAD, AT A POINT WHERE CRENSHAW
 AL6470'LAKE ROAD MAKES A S CURVE, DIRECTLY IN LINE WITH THE EXTENDED
 AL6470'CENTER LINE OF CRENSHAW LAKE ROAD LEADING WEST, 58.0 FEET
 AL6470'NORTHEAST OF THE CENTER LINE OF CRENSHAW LAKE ROAD, 26.0 FEET
 AL6470'EAST OF THE CENTER LINE OF ESTES ROAD, 29 1/2 FEET SOUTHEAST
 AL6470'OF POWER POLE 14-2, 0.5 FOOT WEST OF A FENCE LINE, 1.5 FEET
 AL6470'NORTH OF A WOODEN WITNESS POST WITH PLAQUE, ABOUT LEVEL WITH
 AL6470'THE ROADS AND IS A DISK WELDED ON TOP OF A 3 1/2-INCH BY
 AL6470'4-FOOT LONG IRON PIPE PROJECTING 0.5 FOOT.
 AL6470
 AL6470                          STATION RECOVERY (1991)
 AL6470
 AL6470'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AL6470'RECOVERED IN GOOD CONDITION.
 AL6470
 AL6470                          STATION RECOVERY (2001)
 AL6470
 AL6470'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6470'MARK IS NOW 32.0 FEET EAST OF THE CENTER LINE OF ESTES ROAD, 32.4 FEET
 AL6470'SOUTHEAST OF POWER POLE WITH GUY WIRE, .5 FEET NORTHWEST OF METAL
 AL6470'WITNESS POST, UNDER A CITRUS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0396 ***********************************************************************
 AA0396  DESIGNATION -  A 278
 AA0396  PID         -  AA0396
 AA0396  STATE/COUNTY-  FL/MONROE
 AA0396  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0396
 AA0396                         *CURRENT SURVEY CONTROL
 AA0396  ___________________________________________________________________
 AA0396* NAD 83(1986)-  24 51 03.     (N)    080 44 14.     (W)     SCALED    
 AA0396* NAVD 88     -         0.980  (meters)       3.22   (feet)  ADJUSTED  
 AA0396  ___________________________________________________________________
 AA0396  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AA0396  DYNAMIC HT  -           0.978 (meters)       3.21  (feet)  COMP
 AA0396  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AA0396
 AA0396  VERT ORDER  -  FIRST     CLASS II
 AA0396
 AA0396.The horizontal coordinates were scaled from a topographic map and have
 AA0396.an estimated accuracy of +/- 6 seconds.
 AA0396
 AA0396.The orthometric height was determined by differential leveling
 AA0396.and adjusted by the National Geodetic Survey in June 1991..
 AA0396
 AA0396.The geoid height was determined by GEOID03.
 AA0396
 AA0396.The dynamic height is computed by dividing the NAVD 88
 AA0396.geopotential number by the normal gravity value computed on the
 AA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0396.degrees latitude (g = 980.6199 gals.).
 AA0396
 AA0396.The modeled gravity was interpolated from observed gravity values.
 AA0396
 AA0396;                    North         East    Units  Estimated Accuracy
 AA0396;SPC FL E     -    57,340.      226,560.      MT  (+/- 180 meters Scaled)
 AA0396
 AA0396                          SUPERSEDED SURVEY CONTROL
 AA0396
 AA0396  NGVD 29 (09/01/92)    1.438  (m)            4.72   (f) ADJUSTED    1 2
 AA0396
 AA0396.Superseded values are not recommended for survey control.
 AA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0396.See file dsdata.txt to determine how the superseded data were derived.
 AA0396
 AA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH265484(NAD 83)
 AA0396_MARKER: DB = BENCH MARK DISK
 AA0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0396_SP_SET: CONCRETE BASE
 AA0396_STAMPING: A 278 1966
 AA0396_MARK LOGO: CGS   
 AA0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0396
 AA0396  HISTORY     - Date     Condition        Report By
 AA0396  HISTORY     - 1966     MONUMENTED       CGS
 AA0396  HISTORY     - 1979     GOOD             NGS
 AA0396  HISTORY     - 1982     GOOD             FLDNR
 AA0396  HISTORY     - 1983     GOOD             LOCSUR
 AA0396
 AA0396                          STATION DESCRIPTION
 AA0396
 AA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0396'9.1 MI SW FROM ISLAMORADA.
 AA0396'9.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0396'AT ISLAMORADA, AT TOLL GATE SHORES, NEAR THE JUNCTION OF A BLACK
 AA0396'TOPPED ROAD, IN THE TOP OF THE SOUTH CORNER OF A 12-FOOT CONCRETE
 AA0396'BASE WITH MANHOLE FOR WATER LINE, 21.0 FEET SOUTHEAST OF THE CENTER
 AA0396'LINE OF THE HIGHWAY, 20 FEET NORTHEAST OF THE EXTENDED CENTER LINE
 AA0396'OF THE BLACK TOPPED ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 AA0396
 AA0396                          STATION RECOVERY (1979)
 AA0396
 AA0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0396'RECOVERED IN GOOD CONDITION.
 AA0396
 AA0396                          STATION RECOVERY (1982)
 AA0396
 AA0396'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0396'RECOVERED IN GOOD CONDITION.
 AA0396
 AA0396                          STATION RECOVERY (1983)
 AA0396
 AA0396'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AA0396'LOCATED 9.1 MILES SOUTHWEST ALONG US HIGHWAY 1 FROM THE POST OFFICE
 AA0396'AT ISLAMORADA AT CALUSA COVE MARINA, NEAR THE JUNCTION OF A BLACK
 AA0396'TOPPED ROAD, IN THE TOP OF THE SOUTH CORNER OF A 12 FOOT CONCRETE
 AA0396'BASE WITH MANHOLE FOR WATER LINE, 21 FEET SOUTHEAST OF THE CENTERLINE
 AA0396'OF THE HIGHWAY, 20 FEET NORTHEAST OF THE EXTENDED CENTERLINE OF THE
 AA0396'BLACK TOPPED ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0290 ***********************************************************************
 AA0290  DESIGNATION -  A 279 USE
 AA0290  PID         -  AA0290
 AA0290  STATE/COUNTY-  FL/MONROE
 AA0290  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0290
 AA0290                         *CURRENT SURVEY CONTROL
 AA0290  ___________________________________________________________________
 AA0290* NAD 83(1986)-  24 42 18.     (N)    081 09 20.     (W)     SCALED    
 AA0290* NAVD 88     -         0.180  (meters)       0.59   (feet)  ADJUSTED  
 AA0290  ___________________________________________________________________
 AA0290  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AA0290  DYNAMIC HT  -           0.180 (meters)       0.59  (feet)  COMP
 AA0290  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 AA0290
 AA0290  VERT ORDER  -  FIRST     CLASS II
 AA0290
 AA0290.The horizontal coordinates were scaled from a topographic map and have
 AA0290.an estimated accuracy of +/- 6 seconds.
 AA0290
 AA0290.The orthometric height was determined by differential leveling
 AA0290.and adjusted by the National Geodetic Survey in June 1991..
 AA0290
 AA0290.The geoid height was determined by GEOID03.
 AA0290
 AA0290.The dynamic height is computed by dividing the NAVD 88
 AA0290.geopotential number by the normal gravity value computed on the
 AA0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0290.degrees latitude (g = 980.6199 gals.).
 AA0290
 AA0290.The modeled gravity was interpolated from observed gravity values.
 AA0290
 AA0290;                    North         East    Units  Estimated Accuracy
 AA0290;SPC FL E     -    41,170.      184,260.      MT  (+/- 180 meters Scaled)
 AA0290
 AA0290                          SUPERSEDED SURVEY CONTROL
 AA0290
 AA0290  NGVD 29 (??/??/92)    0.601  (m)            1.97   (f) ADJ UNCH    1 2
 AA0290
 AA0290.Superseded values are not recommended for survey control.
 AA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0290.See file dsdata.txt to determine how the superseded data were derived.
 AA0290
 AA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH842322(NAD 83)
 AA0290_MARKER: DD = SURVEY DISK
 AA0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA0290_STAMPING: A 279
 AA0290_PROJECTION: PROJECTING 15 CENTIMETERS
 AA0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0290+STABILITY: SURFACE MOTION
 AA0290
 AA0290  HISTORY     - Date     Condition        Report By
 AA0290  HISTORY     - UNK      MONUMENTED       DOD
 AA0290  HISTORY     - 1966     GOOD             NGS
 AA0290  HISTORY     - 1971     MARK NOT FOUND   DOD
 AA0290  HISTORY     - 1978     MARK NOT FOUND   NGS
 AA0290
 AA0290                          STATION DESCRIPTION
 AA0290
 AA0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0290'4.8 MI SW FROM MARATHON.
 AA0290'ABOUT 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0290'OFFICE AT MARATHON, ON PIGEON KEY, ALONG THE WEST CORNER OF THE
 AA0290'KEY, 107.3 FEET NORTH OF THE NORTH CORNER OF A CONCRETE PIER
 AA0290'FOR SEVEN MILE BRIDGE, ALONG THE HIGH WATER LINE, 39 FEET
 AA0290'SOUTHWEST OF A LONE 10-INCH PALM TREE, 20 FEET SOUTHWEST OF THE
 AA0290'HIGH WATER LINE AND SET IN THE TOP OF A ROUND CONCRETE POST
 AA0290'PROJECTING 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  TIDAL STA
 AA0290'2-35.
 AA0290
 AA0290                          STATION RECOVERY (1971)
 AA0290
 AA0290'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1971
 AA0290'MARK NOT FOUND.
 AA0290
 AA0290                          STATION RECOVERY (1978)
 AA0290
 AA0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0290'NOT RECOVERED THIS DATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0800 ***********************************************************************
 BG0800  DESIGNATION -  A 28
 BG0800  PID         -  BG0800
 BG0800  STATE/COUNTY-  FL/SANTA ROSA
 BG0800  USGS QUAD   -  WARD BASIN (1994)
 BG0800
 BG0800                         *CURRENT SURVEY CONTROL
 BG0800  ___________________________________________________________________
 BG0800* NAD 83(1986)-  30 36 33.     (N)    086 57 16.     (W)     SCALED    
 BG0800* NAVD 88     -        39.915  (meters)     130.95   (feet)  ADJUSTED  
 BG0800  ___________________________________________________________________
 BG0800  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG0800  DYNAMIC HT  -          39.864 (meters)     130.79  (feet)  COMP
 BG0800  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 BG0800
 BG0800  VERT ORDER  -  FIRST     CLASS I
 BG0800
 BG0800.The horizontal coordinates were scaled from a topographic map and have
 BG0800.an estimated accuracy of +/- 6 seconds.
 BG0800
 BG0800.The orthometric height was determined by differential leveling
 BG0800.and adjusted by the National Geodetic Survey in June 1991..
 BG0800
 BG0800.The geoid height was determined by GEOID03.
 BG0800
 BG0800.The dynamic height is computed by dividing the NAVD 88
 BG0800.geopotential number by the normal gravity value computed on the
 BG0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0800.degrees latitude (g = 980.6199 gals.).
 BG0800
 BG0800.The modeled gravity was interpolated from observed gravity values.
 BG0800
 BG0800;                    North         East    Units  Estimated Accuracy
 BG0800;SPC FL N     -   180,910.      364,660.      MT  (+/- 180 meters Scaled)
 BG0800
 BG0800                          SUPERSEDED SURVEY CONTROL
 BG0800
 BG0800  NGVD 29 (??/??/92)   39.865  (m)          130.79   (f) ADJ UNCH    1 1
 BG0800
 BG0800.Superseded values are not recommended for survey control.
 BG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0800.See file dsdata.txt to determine how the superseded data were derived.
 BG0800
 BG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU043862(NAD 83)
 BG0800_MARKER: DB = BENCH MARK DISK
 BG0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0800_STAMPING: A 28 1933 131.283
 BG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0800+STABILITY: SURFACE MOTION
 BG0800
 BG0800  HISTORY     - Date     Condition        Report By
 BG0800  HISTORY     - 1933     MONUMENTED       CGS
 BG0800  HISTORY     - 1967     GOOD             NGS
 BG0800
 BG0800                          STATION DESCRIPTION
 BG0800
 BG0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG0800'6.3 MI SE FROM MILTON.
 BG0800'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE COURTHOUSE AT
 BG0800'MILTON, THENCE 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 87, IN
 BG0800'SECTION 9, R 27 W, T 1 N, 0.85 MILE SOUTHEAST OF THE INTERSTATE
 BG0800'HIGHWAY 10 OVERPASS OVER STATE HIGHWAY 87 (UNDER CONSTRUCTION
 BG0800'IN MARCH 1967), 0.65 MILE NORTHWEST OF THE ENTRANCE TO SANTA
 BG0800'ROSA FIELD, 0.1 MILE SOUTHEAST OF A FARM HOUSE ALONG THE
 BG0800'SOUTHWEST SIDE OF THE HIGHWAY, 39 FEET SOUTHWEST OF THE CENTER
 BG0800'LINE OF THE HIGHWAY, 42 FEET SOUTHEAST OF A LONE 12-INCH OAK
 BG0800'TREE IN A FIELD, 18 FEET WEST OF A POWER LINE POLE WITH
 BG0800'TRANSFORMER, 5 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 BG0800'FENCE LINE, 5 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT
 BG0800'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BG0800'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0705 ***********************************************************************
 AR0705  DESIGNATION -  A 280
 AR0705  PID         -  AR0705
 AR0705  STATE/COUNTY-  FL/LEVY
 AR0705  USGS QUAD   -  SUMNER (1993)
 AR0705
 AR0705                         *CURRENT SURVEY CONTROL
 AR0705  ___________________________________________________________________
 AR0705* NAD 83(1986)-  29 11 58.     (N)    082 59 42.     (W)     SCALED    
 AR0705* NAVD 88     -         2.568  (meters)       8.43   (feet)  ADJUSTED  
 AR0705  ___________________________________________________________________
 AR0705  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AR0705  DYNAMIC HT  -           2.565 (meters)       8.42  (feet)  COMP
 AR0705  MODELED GRAV-     979,253.3   (mgal)                       NAVD 88
 AR0705
 AR0705  VERT ORDER  -  FIRST     CLASS I
 AR0705
 AR0705.The horizontal coordinates were scaled from a topographic map and have
 AR0705.an estimated accuracy of +/- 6 seconds.
 AR0705
 AR0705.The orthometric height was determined by differential leveling
 AR0705.and adjusted by the National Geodetic Survey in June 1991..
 AR0705
 AR0705.The geoid height was determined by GEOID03.
 AR0705
 AR0705.The dynamic height is computed by dividing the NAVD 88
 AR0705.geopotential number by the normal gravity value computed on the
 AR0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0705.degrees latitude (g = 980.6199 gals.).
 AR0705
 AR0705.The modeled gravity was interpolated from observed gravity values.
 AR0705
 AR0705;                    North         East    Units  Estimated Accuracy
 AR0705;SPC FL W     -   539,550.      103,240.      MT  (+/- 180 meters Scaled)
 AR0705
 AR0705                          SUPERSEDED SURVEY CONTROL
 AR0705
 AR0705  NGVD 29 (??/??/92)    2.772  (m)            9.09   (f) ADJ UNCH    1 1
 AR0705
 AR0705.Superseded values are not recommended for survey control.
 AR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0705.See file dsdata.txt to determine how the superseded data were derived.
 AR0705
 AR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN060317(NAD 83)
 AR0705_MARKER: DB = BENCH MARK DISK
 AR0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0705_STAMPING: A 280 1966
 AR0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0705+STABILITY: SURFACE MOTION
 AR0705
 AR0705  HISTORY     - Date     Condition        Report By
 AR0705  HISTORY     - 1966     MONUMENTED       CGS
 AR0705  HISTORY     - 1967     GOOD             NGS
 AR0705  HISTORY     - 19960202 GOOD             USPSQD
 AR0705
 AR0705                          STATION DESCRIPTION
 AR0705
 AR0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0705'5.2 MI NE FROM CEDAR KEY.
 AR0705'ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE
 AR0705'METHODIST CHURCH AT CEDAR KEY, IN SECTION 3, R 13 E, T 15 S,
 AR0705'NEAR THE SOUTHWEST END OF AN 8 FOOT HIGH CUT BANK, 47 FEET
 AR0705'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 75 1/2 FEET SOUTHWEST
 AR0705'OF TELEPHONE POLE NO. 986, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 AR0705'POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 AR0705'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 AR0705'OF THE GROUND.
 AR0705
 AR0705                          STATION RECOVERY (1996)
 AR0705
 AR0705'RECOVERY NOTE BY US POWER SQUADRON 1996
 AR0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0625 ***********************************************************************
 AR0625  DESIGNATION -  A 281
 AR0625  PID         -  AR0625
 AR0625  STATE/COUNTY-  FL/LEVY
 AR0625  USGS QUAD   -  CHIEFLAND (1993)
 AR0625
 AR0625                         *CURRENT SURVEY CONTROL
 AR0625  ___________________________________________________________________
 AR0625* NAD 83(1986)-  29 28 49.     (N)    082 51 33.     (W)     SCALED    
 AR0625* NAVD 88     -        10.313  (meters)      33.84   (feet)  ADJUSTED  
 AR0625  ___________________________________________________________________
 AR0625  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AR0625  DYNAMIC HT  -          10.299 (meters)      33.79  (feet)  COMP
 AR0625  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AR0625
 AR0625  VERT ORDER  -  FIRST     CLASS I
 AR0625
 AR0625.The horizontal coordinates were scaled from a topographic map and have
 AR0625.an estimated accuracy of +/- 6 seconds.
 AR0625
 AR0625.The orthometric height was determined by differential leveling
 AR0625.and adjusted by the National Geodetic Survey in June 1991..
 AR0625
 AR0625.The geoid height was determined by GEOID03.
 AR0625
 AR0625.The dynamic height is computed by dividing the NAVD 88
 AR0625.geopotential number by the normal gravity value computed on the
 AR0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0625.degrees latitude (g = 980.6199 gals.).
 AR0625
 AR0625.The modeled gravity was interpolated from observed gravity values.
 AR0625
 AR0625;                    North         East    Units  Estimated Accuracy
 AR0625;SPC FL W     -   570,570.      116,680.      MT  (+/- 180 meters Scaled)
 AR0625
 AR0625                          SUPERSEDED SURVEY CONTROL
 AR0625
 AR0625  NGVD 29 (??/??/92)   10.512  (m)           34.49   (f) ADJ UNCH    1 1
 AR0625
 AR0625.Superseded values are not recommended for survey control.
 AR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0625.See file dsdata.txt to determine how the superseded data were derived.
 AR0625
 AR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN197626(NAD 83)
 AR0625_MARKER: DB = BENCH MARK DISK
 AR0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AR0625_SP_SET: CONCRETE BASE
 AR0625_STAMPING: A 281 1966
 AR0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0625
 AR0625  HISTORY     - Date     Condition        Report By
 AR0625  HISTORY     - 1966     MONUMENTED       CGS
 AR0625  HISTORY     - 1967     GOOD             NGS
 AR0625  HISTORY     - 19960223 MARK NOT FOUND   USPSQD
 AR0625
 AR0625                          STATION DESCRIPTION
 AR0625
 AR0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0625'AT CHIEFLAND.
 AR0625'AT CHIEFLAND, ABOUT 0.1 MILE NORTHEAST ALONG A BLACK TOPPED
 AR0625'STREET FROM THE CHIEFLAND CITY HALL, IN SECTION 36, R 14 E,
 AR0625'T 11 S, AT THE NORTHEAST CORNER OF THE FIRST STREET INTERSECTION
 AR0625'NORTHEAST OF THE CITY HALL, SET ON THE TOP OF THE NORTHWEST
 AR0625'CORNER OF THE CONCRETE BASE SUPPORTING THE STATE ROAD DEPARTMENT
 AR0625'RADIO TOWER, 86 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 AR0625'STREET, 41 FEET NORTH OF THE CENTER LINE OF SUWANNEE AVENUE,
 AR0625'32.2 FEET WEST OF THE SOUTHEAST CORNER OF AN OFFICE BUILDING OF
 AR0625'THE STATE ROAD DEPT, AND ABOUT 2 INCHES ABOVE THE LEVEL OF THE
 AR0625'GROUND.
 AR0625
 AR0625                          STATION RECOVERY (1996)
 AR0625
 AR0625'RECOVERY NOTE BY US POWER SQUADRON 1996
 AR0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0058 ***********************************************************************
 AR0058  DESIGNATION -  A 282
 AR0058  PID         -  AR0058
 AR0058  STATE/COUNTY-  FL/DIXIE
 AR0058  USGS QUAD   -  CROSS CITY WEST (1993)
 AR0058
 AR0058                         *CURRENT SURVEY CONTROL
 AR0058  ___________________________________________________________________
 AR0058* NAD 83(1986)-  29 40 18.     (N)    083 11 16.     (W)     SCALED    
 AR0058* NAVD 88     -        12.678  (meters)      41.59   (feet)  ADJUSTED  
 AR0058  ___________________________________________________________________
 AR0058  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AR0058  DYNAMIC HT  -          12.661 (meters)      41.54  (feet)  COMP
 AR0058  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 AR0058
 AR0058  VERT ORDER  -  FIRST     CLASS I
 AR0058
 AR0058.The horizontal coordinates were scaled from a topographic map and have
 AR0058.an estimated accuracy of +/- 6 seconds.
 AR0058
 AR0058.The orthometric height was determined by differential leveling
 AR0058.and adjusted by the National Geodetic Survey in June 1991..
 AR0058
 AR0058.The geoid height was determined by GEOID03.
 AR0058
 AR0058.The dynamic height is computed by dividing the NAVD 88
 AR0058.geopotential number by the normal gravity value computed on the
 AR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0058.degrees latitude (g = 980.6199 gals.).
 AR0058
 AR0058.The modeled gravity was interpolated from observed gravity values.
 AR0058
 AR0058;                    North         East    Units  Estimated Accuracy
 AR0058;SPC FL N     -    75,180.      727,020.      MT  (+/- 180 meters Scaled)
 AR0058
 AR0058                          SUPERSEDED SURVEY CONTROL
 AR0058
 AR0058  NGVD 29 (??/??/92)   12.887  (m)           42.28   (f) ADJ UNCH    1 1
 AR0058
 AR0058.Superseded values are not recommended for survey control.
 AR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0058.See file dsdata.txt to determine how the superseded data were derived.
 AR0058
 AR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN882844(NAD 83)
 AR0058_MARKER: DB = BENCH MARK DISK
 AR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0058_STAMPING: A 282 1966
 AR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0058+STABILITY: SURFACE MOTION
 AR0058
 AR0058  HISTORY     - Date     Condition        Report By
 AR0058  HISTORY     - 1966     MONUMENTED       CGS
 AR0058  HISTORY     - 1967     GOOD             NGS
 AR0058  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 AR0058  HISTORY     - 19981020 MARK NOT FOUND   USPSQD
 AR0058
 AR0058                          STATION DESCRIPTION
 AR0058
 AR0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0058'4.4 MI NW FROM CROSS CITY.
 AR0058'ABOUT 2.9 MILES WEST ALONG U.S. HIGHWAY 19 AND 90 FROM THE ATLANTIC
 AR0058'COAST LINE RAILROAD STATION AT CROSS CITY, THENCE 1.5 MILES
 AR0058'NORTHWEST ALONG STATE HIGHWAY S 358, IN SECTION 26, R 11 E,
 AR0058'T 9 S, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF A GRADED SAND ROAD
 AR0058'LEADING EAST, ON THE OUTSIDE OF A CURVE, AT A NARROW WOODS
 AR0058'ROAD INTERSECTION, 43 1/2 FEET WEST OF THE CENTER LINE OF THE
 AR0058'HIGHWAY, 11 1/2 FEET NORTH OF THE CENTER LINE OF THE WOODS
 AR0058'ROAD, 1.4 FEET EAST OF A METAL WITNESS POST, 3 FEET BELOW THE
 AR0058'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AR0058'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 AR0058
 AR0058                          STATION RECOVERY (1998)
 AR0058
 AR0058'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0058'MARK NOT FOUND.
 AR0058
 AR0058                          STATION RECOVERY (1998)
 AR0058
 AR0058'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1150 ***********************************************************************
 BE1150  DESIGNATION -  A 283
 BE1150  PID         -  BE1150
 BE1150  STATE/COUNTY-  FL/WAKULLA
 BE1150  USGS QUAD   -  ST MARKS (1992)
 BE1150
 BE1150                         *CURRENT SURVEY CONTROL
 BE1150  ___________________________________________________________________
 BE1150* NAD 83(1986)-  30 11 58.     (N)    084 11 05.     (W)     SCALED    
 BE1150* NAVD 88     -         3.370  (meters)      11.06   (feet)  ADJUSTED  
 BE1150  ___________________________________________________________________
 BE1150  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BE1150  DYNAMIC HT  -           3.365 (meters)      11.04  (feet)  COMP
 BE1150  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 BE1150
 BE1150  VERT ORDER  -  FIRST     CLASS I
 BE1150
 BE1150.The horizontal coordinates were scaled from a topographic map and have
 BE1150.an estimated accuracy of +/- 6 seconds.
 BE1150
 BE1150.The orthometric height was determined by differential leveling
 BE1150.and adjusted by the National Geodetic Survey in June 1991..
 BE1150
 BE1150.The geoid height was determined by GEOID03.
 BE1150
 BE1150.The dynamic height is computed by dividing the NAVD 88
 BE1150.geopotential number by the normal gravity value computed on the
 BE1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1150.degrees latitude (g = 980.6199 gals.).
 BE1150
 BE1150.The modeled gravity was interpolated from observed gravity values.
 BE1150
 BE1150;                    North         East    Units  Estimated Accuracy
 BE1150;SPC FL N     -   133,000.      630,360.      MT  (+/- 180 meters Scaled)
 BE1150
 BE1150                          SUPERSEDED SURVEY CONTROL
 BE1150
 BE1150  NGVD 29 (??/??/92)    3.570  (m)           11.71   (f) ADJ UNCH    1 1
 BE1150
 BE1150.Superseded values are not recommended for survey control.
 BE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1150.See file dsdata.txt to determine how the superseded data were derived.
 BE1150
 BE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU710442(NAD 83)
 BE1150_MARKER: DB = BENCH MARK DISK
 BE1150_SETTING: 66 = SET IN ROCK OUTCROP
 BE1150_SP_SET: ROCK LEDGE
 BE1150_STAMPING: A 283 1966
 BE1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BE1150+STABILITY: POSITION/ELEVATION WELL
 BE1150
 BE1150  HISTORY     - Date     Condition        Report By
 BE1150  HISTORY     - 1966     MONUMENTED       CGS
 BE1150  HISTORY     - 1967     GOOD             NGS
 BE1150  HISTORY     - 1981     GOOD             NGS
 BE1150  HISTORY     - 19950901 GOOD             USPSQD
 BE1150  HISTORY     - 19981203 MARK NOT FOUND   USPSQD
 BE1150
 BE1150                          STATION DESCRIPTION
 BE1150
 BE1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1150'0.4 MI W FROM NEWPORT.
 BE1150'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE
 BE1150'OVER THE ST MARKS RIVER AT NEWPORT, IN SECTION 25, R 1 E,
 BE1150'T 3 S, ABOUT 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAY S
 BE1150'365, SET ON THE TOP OF A ROCK LEDGE WHICH IS ABOUT 12 FEET
 BE1150'LONG, 7 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE THE GROUND, 40
 BE1150'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF THE
 BE1150'WEST END OF THE ROCK AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BE1150
 BE1150                          STATION RECOVERY (1981)
 BE1150
 BE1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1150'0.6 KILOMETER (0.4 MILE) WEST ALONG US HIGHWAY 98 FROM THE WEST END OF
 BE1150'THE HIGHWAY BRIDGE OVER THE ST. MARKS RIVER IN NEWPORT, TO THE MARK ON
 BE1150'THE LEFT, 0.2 KILOMETER (0.1 MILE) WEST OF THE JUNCTION OF COUNTY ROAD
 BE1150'267, IN TOP OF A LIMESTONE ROCK OUTCROP (12 BY 7 FOOT) AND PROJECTS
 BE1150'ABOUT 0.18 METER (0.6 FOOT) ABOVE THE GROUND, 21.94 METERS (72 FEET)
 BE1150'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE ALUMINUM POLE SUPPORTING A
 BE1150'HIGHWAY SIGN (MEDART 15 MILES-PANAMA CITY 122 MILES), 11.74 METERS
 BE1150'(38.5 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.18 METERS (17
 BE1150'FEET) NORTH OF A WIRE FENCE LINE.
 BE1150'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 BE1150'THE MARK IS 0.18 M ABOVE GROUND.
 BE1150
 BE1150                          STATION RECOVERY (1995)
 BE1150
 BE1150'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1150'RECOVERED IN GOOD CONDITION.
 BE1150
 BE1150                          STATION RECOVERY (1998)
 BE1150
 BE1150'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0040 ***********************************************************************
 AR0040  DESIGNATION -  A 284
 AR0040  PID         -  AR0040
 AR0040  STATE/COUNTY-  FL/DIXIE
 AR0040  USGS QUAD   -  CLARA (1993)
 AR0040
 AR0040                         *CURRENT SURVEY CONTROL
 AR0040  ___________________________________________________________________
 AR0040* NAD 83(1986)-  29 46 31.     (N)    083 17 20.     (W)     SCALED    
 AR0040* NAVD 88     -         9.168  (meters)      30.08   (feet)  ADJUSTED  
 AR0040  ___________________________________________________________________
 AR0040  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AR0040  DYNAMIC HT  -           9.156 (meters)      30.04  (feet)  COMP
 AR0040  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 AR0040
 AR0040  VERT ORDER  -  FIRST     CLASS I
 AR0040
 AR0040.The horizontal coordinates were scaled from a topographic map and have
 AR0040.an estimated accuracy of +/- 6 seconds.
 AR0040
 AR0040.The orthometric height was determined by differential leveling
 AR0040.and adjusted by the National Geodetic Survey in June 1991..
 AR0040
 AR0040.The geoid height was determined by GEOID03.
 AR0040
 AR0040.The dynamic height is computed by dividing the NAVD 88
 AR0040.geopotential number by the normal gravity value computed on the
 AR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0040.degrees latitude (g = 980.6199 gals.).
 AR0040
 AR0040.The modeled gravity was interpolated from observed gravity values.
 AR0040
 AR0040;                    North         East    Units  Estimated Accuracy
 AR0040;SPC FL N     -    86,560.      717,110.      MT  (+/- 180 meters Scaled)
 AR0040
 AR0040                          SUPERSEDED SURVEY CONTROL
 AR0040
 AR0040  NGVD 29 (??/??/92)    9.366  (m)           30.73   (f) ADJ UNCH    1 1
 AR0040
 AR0040.Superseded values are not recommended for survey control.
 AR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0040.See file dsdata.txt to determine how the superseded data were derived.
 AR0040
 AR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN787960(NAD 83)
 AR0040_MARKER: DB = BENCH MARK DISK
 AR0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0040_STAMPING: A 284 1966
 AR0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0040+STABILITY: SURFACE MOTION
 AR0040
 AR0040  HISTORY     - Date     Condition        Report By
 AR0040  HISTORY     - 1966     MONUMENTED       CGS
 AR0040  HISTORY     - 1967     GOOD             NGS
 AR0040
 AR0040                          STATION DESCRIPTION
 AR0040
 AR0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0040'4 MI NW FROM HINES.
 AR0040'ABOUT 4.0 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0040'FROM THE CROSSING OF STATE HIGHWAY 357 AT HINES, IN SECTION
 AR0040'23, R 10 E, T 8 S, ABOUT 2.45 MILES SOUTHEAST OF THE CROSSING
 AR0040'OF STATE HIGHWAY 51 AT CLARA, ABOUT 0.3 MILE NORTHWEST OF MILEPOST
 AR0040'781, AT THE CROSSING OF A PRIVATE ROAD, 130 FEET SOUTHWEST OF THE
 AR0040'SOUTHWEST RAIL OF THE MAIN TRACK, 24 FEET SOUTHEAST OF THE CENTER
 AR0040'LINE OF DIRT ROAD, 5 1/2 FEET NORTHEAST OF A PINE TREE, 3 FEET
 AR0040'NORTHEAST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 AR0040'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AR0040'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0527 ***********************************************************************
 BD0527  DESIGNATION -  A 285
 BD0527  PID         -  BD0527
 BD0527  STATE/COUNTY-  FL/TAYLOR
 BD0527  USGS QUAD   -  PERRY (1993)
 BD0527
 BD0527                         *CURRENT SURVEY CONTROL
 BD0527  ___________________________________________________________________
 BD0527* NAD 83(1986)-  30 06 23.     (N)    083 36 16.     (W)     SCALED    
 BD0527* NAVD 88     -        10.914  (meters)      35.81   (feet)  ADJUSTED  
 BD0527  ___________________________________________________________________
 BD0527  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BD0527  DYNAMIC HT  -          10.899 (meters)      35.76  (feet)  COMP
 BD0527  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 BD0527
 BD0527  VERT ORDER  -  FIRST     CLASS I
 BD0527
 BD0527.The horizontal coordinates were scaled from a topographic map and have
 BD0527.an estimated accuracy of +/- 6 seconds.
 BD0527
 BD0527.The orthometric height was determined by differential leveling
 BD0527.and adjusted by the National Geodetic Survey in June 1991..
 BD0527
 BD0527.The geoid height was determined by GEOID03.
 BD0527
 BD0527.The dynamic height is computed by dividing the NAVD 88
 BD0527.geopotential number by the normal gravity value computed on the
 BD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0527.degrees latitude (g = 980.6199 gals.).
 BD0527
 BD0527.The modeled gravity was interpolated from observed gravity values.
 BD0527
 BD0527;                    North         East    Units  Estimated Accuracy
 BD0527;SPC FL N     -   122,980.      686,310.      MT  (+/- 180 meters Scaled)
 BD0527
 BD0527                          SUPERSEDED SURVEY CONTROL
 BD0527
 BD0527  NGVD 29 (??/??/92)   11.121  (m)           36.49   (f) ADJ UNCH    1 1
 BD0527
 BD0527.Superseded values are not recommended for survey control.
 BD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0527.See file dsdata.txt to determine how the superseded data were derived.
 BD0527
 BD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP490334(NAD 83)
 BD0527_MARKER: DB = BENCH MARK DISK
 BD0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0527_STAMPING: A 285 1966
 BD0527_MARK LOGO: CGS   
 BD0527_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BD0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0527+STABILITY: SURFACE MOTION
 BD0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BD0527+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1992
 BD0527
 BD0527  HISTORY     - Date     Condition        Report By
 BD0527  HISTORY     - 1966     MONUMENTED       CGS
 BD0527  HISTORY     - 1967     GOOD             NGS
 BD0527  HISTORY     - 1973     GOOD             NGS
 BD0527  HISTORY     - 1978     GOOD             NGS
 BD0527  HISTORY     - 19920308 GOOD             NGS
 BD0527
 BD0527                          STATION DESCRIPTION
 BD0527
 BD0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BD0527'1 MI W FROM PERRY.
 BD0527'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 BD0527'OF U.S. HIGHWAY 19 AT PERRY, IN SECTION 27, R 7 E, T 4 S, ABOUT
 BD0527'0.2 MILE EAST OF THE JUNCTION OF STATE HIGHWAY S 359, NEAR THE
 BD0527'JUNCTION OF A SAND ROAD LEADING SOUTH, 48 FEET SOUTH OF THE CENTER
 BD0527'LINE OF THE HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF THE SAND
 BD0527'ROAD, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 1.9 FEET NORTH OF A
 BD0527'FENCE LINE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 BD0527'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD0527'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BD0527
 BD0527                          STATION RECOVERY (1973)
 BD0527
 BD0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BD0527'RECOVERED IN GOOD CONDITION.
 BD0527
 BD0527                          STATION RECOVERY (1978)
 BD0527
 BD0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BD0527'RECOVERED IN GOOD CONDITION.
 BD0527
 BD0527                          STATION RECOVERY (1992)
 BD0527
 BD0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 BD0527'THE MARK IS ABOUT 1.0 MI (1.6 KM) WEST OF PERRY IN SECTION 26, T 4 S,
 BD0527'R 7 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 WEST AND
 BD0527'U.S. HIGHWAY 19, GO WEST ON U.S. HIGHWAY 98 WEST FOR 1.05 MI (1.69 KM)
 BD0527'TO THE JUNCTION OF KING ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET
 BD0527'ON THE TOP OF A CONCRETE POST, PROJECTING 0.3 FT (9.1 CM) ABOVE THE
 BD0527'LEVEL OF THE GROUND. LOCATED 48.2 FT (14.7 M) SOUTH OF THE CENTERLINE
 BD0527'OF U.S. HIGHWAY 98 WEST, 27.0 FT (8.2 M) WEST OF THE APPROXIMATE
 BD0527'CENTERLINE OF KING ROAD, 5.0 FT (1.5 M) SOUTHEAST OF A 4.0 FT (1.2 M)
 BD0527'HIGH CUT OFF POWER POLE WITH A TELEPHONE CABLE BOX ATTACHED NUMBER W
 BD0527'20 A W 22 B3, 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST AND 1.7 FT
 BD0527'(0.5 M) NORTH OF THE FENCE LINE. MARK WAS NOT LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0456 ***********************************************************************
 BD0456  DESIGNATION -  A 286
 BD0456  PID         -  BD0456
 BD0456  STATE/COUNTY-  FL/JEFFERSON
 BD0456  USGS QUAD   -  NUTALL RISE (1993)
 BD0456
 BD0456                         *CURRENT SURVEY CONTROL
 BD0456  ___________________________________________________________________
 BD0456* NAD 83(1986)-  30 08 47.     (N)    083 58 27.     (W)     SCALED    
 BD0456* NAVD 88     -         3.530  (meters)      11.58   (feet)  ADJUSTED  
 BD0456  ___________________________________________________________________
 BD0456  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BD0456  DYNAMIC HT  -           3.526 (meters)      11.57  (feet)  COMP
 BD0456  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BD0456
 BD0456  VERT ORDER  -  FIRST     CLASS I
 BD0456
 BD0456.The horizontal coordinates were scaled from a topographic map and have
 BD0456.an estimated accuracy of +/- 6 seconds.
 BD0456
 BD0456.The orthometric height was determined by differential leveling
 BD0456.and adjusted by the National Geodetic Survey in June 1991..
 BD0456
 BD0456.The geoid height was determined by GEOID03.
 BD0456
 BD0456.The dynamic height is computed by dividing the NAVD 88
 BD0456.geopotential number by the normal gravity value computed on the
 BD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0456.degrees latitude (g = 980.6199 gals.).
 BD0456
 BD0456.The modeled gravity was interpolated from observed gravity values.
 BD0456
 BD0456;                    North         East    Units  Estimated Accuracy
 BD0456;SPC FL N     -   127,190.      650,660.      MT  (+/- 180 meters Scaled)
 BD0456
 BD0456                          SUPERSEDED SURVEY CONTROL
 BD0456
 BD0456  NGVD 29 (??/??/92)    3.733  (m)           12.25   (f) ADJ UNCH    1 1
 BD0456
 BD0456.Superseded values are not recommended for survey control.
 BD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0456.See file dsdata.txt to determine how the superseded data were derived.
 BD0456
 BD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP135387(NAD 83)
 BD0456_MARKER: DD = SURVEY DISK
 BD0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD0456_SP_SET: SIDEWALK
 BD0456_STAMPING: A 286 1966
 BD0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0456
 BD0456  HISTORY     - Date     Condition        Report By
 BD0456  HISTORY     - 1966     MONUMENTED       FLHD
 BD0456  HISTORY     - 1967     GOOD             NGS
 BD0456
 BD0456                          STATION DESCRIPTION
 BD0456
 BD0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BD0456'13.5 MI E FROM NEWPORT.
 BD0456'ABOUT 13.5 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE
 BD0456'OVER THE ST MARKS RIVER AT NEWPORT, IN SECTION 7, R 4 E, T 4 S,
 BD0456'SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE WALKWAY
 BD0456'AND DIRECTLY OVER THE SOUTH END OF THE WEST CONCRETE ABUTMENT
 BD0456'OF THE HIGHWAY BRIDGE OVER THE AUCILLA RIVER, 15 FEET SOUTH
 BD0456'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF THE WEST END
 BD0456'OF THE WALKWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1046 ***********************************************************************
 BE1046  DESIGNATION -  A 287
 BE1046  PID         -  BE1046
 BE1046  STATE/COUNTY-  FL/LEON
 BE1046  USGS QUAD   -  TALLAHASSEE (1976)
 BE1046
 BE1046                         *CURRENT SURVEY CONTROL
 BE1046  ___________________________________________________________________
 BE1046* NAD 83(1986)-  30 23 30.     (N)    084 19 26.     (W)     SCALED    
 BE1046* NAVD 88     -        22.040  (meters)      72.31   (feet)  ADJUSTED  
 BE1046  ___________________________________________________________________
 BE1046  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE1046  DYNAMIC HT  -          22.012 (meters)      72.22  (feet)  COMP
 BE1046  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BE1046
 BE1046  VERT ORDER  -  FIRST     CLASS I
 BE1046
 BE1046.The horizontal coordinates were scaled from a topographic map and have
 BE1046.an estimated accuracy of +/- 6 seconds.
 BE1046
 BE1046.The orthometric height was determined by differential leveling
 BE1046.and adjusted by the National Geodetic Survey in June 1991..
 BE1046
 BE1046.The geoid height was determined by GEOID03.
 BE1046
 BE1046.The dynamic height is computed by dividing the NAVD 88
 BE1046.geopotential number by the normal gravity value computed on the
 BE1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1046.degrees latitude (g = 980.6199 gals.).
 BE1046
 BE1046.The modeled gravity was interpolated from observed gravity values.
 BE1046
 BE1046;                    North         East    Units  Estimated Accuracy
 BE1046;SPC FL N     -   154,280.      616,920.      MT  (+/- 180 meters Scaled)
 BE1046
 BE1046                          SUPERSEDED SURVEY CONTROL
 BE1046
 BE1046  NGVD 29 (??/??/92)   22.241  (m)           72.97   (f) ADJ UNCH    1 1
 BE1046
 BE1046.Superseded values are not recommended for survey control.
 BE1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1046.See file dsdata.txt to determine how the superseded data were derived.
 BE1046
 BE1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU571652(NAD 83)
 BE1046_MARKER: DB = BENCH MARK DISK
 BE1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1046_SP_SET: CONCRETE POST
 BE1046_STAMPING: A 287 1966
 BE1046_MARK LOGO: CGS   
 BE1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1046+STABILITY: SURFACE MOTION
 BE1046
 BE1046  HISTORY     - Date     Condition        Report By
 BE1046  HISTORY     - 1966     MONUMENTED       CGS
 BE1046  HISTORY     - 1967     GOOD             NGS
 BE1046  HISTORY     - 1983     GOOD             FLDNR
 BE1046
 BE1046                          STATION DESCRIPTION
 BE1046
 BE1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1046'2.9 MI SW FROM TALLAHASSEE.
 BE1046'2.90 MILES SOUTHWEST ALONG STATE HIGHWAY 373 FROM THE SEABOARD
 BE1046'AIR LINE RAILROAD OVERPASS IN TALLAHASSEE, ABOUT 0.20 MILE
 BE1046'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 263, 132 FEET
 BE1046'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A BLACK TOP DRIVE
 BE1046'TO THE TALLAHASSEE SEWAGE DISPOSAL PLANT, 17 FEET SOUTHWEST OF
 BE1046'THE CENTER LINE OF THE DRIVE, 7 1/2 FEET SOUTHWEST OF THE
 BE1046'SOUTHWEST POST TO THE METAL GATE ACROSS THE DRIVE, 1 FOOT
 BE1046'NORTHWEST OF THE FENCE LINE, 1.2 FEET NORTHEAST OF A METAL
 BE1046'WITNESS POST, ABOUT LEVEL WITH THE DRIVE AND ABOUT 2 FEET ABOVE
 BE1046'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BE1046'INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 22, R 1 W,
 BE1046'T 1 S.
 BE1046
 BE1046                          STATION RECOVERY (1983)
 BE1046
 BE1046'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 BE1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1191 ***********************************************************************
 BE1191  DESIGNATION -  A 288
 BE1191  PID         -  BE1191
 BE1191  STATE/COUNTY-  FL/WAKULLA
 BE1191  USGS QUAD   -  SOPCHOPPY (1972)
 BE1191
 BE1191                         *CURRENT SURVEY CONTROL
 BE1191  ___________________________________________________________________
 BE1191* NAD 83(1986)-  30 02 37.     (N)    084 29 38.     (W)     SCALED    
 BE1191* NAVD 88     -         5.157  (meters)      16.92   (feet)  ADJUSTED  
 BE1191  ___________________________________________________________________
 BE1191  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BE1191  DYNAMIC HT  -           5.151 (meters)      16.90  (feet)  COMP
 BE1191  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BE1191
 BE1191  VERT ORDER  -  FIRST     CLASS I
 BE1191
 BE1191.The horizontal coordinates were scaled from a topographic map and have
 BE1191.an estimated accuracy of +/- 6 seconds.
 BE1191
 BE1191.The orthometric height was determined by differential leveling
 BE1191.and adjusted by the National Geodetic Survey in June 1991..
 BE1191
 BE1191.The geoid height was determined by GEOID03.
 BE1191
 BE1191.The dynamic height is computed by dividing the NAVD 88
 BE1191.geopotential number by the normal gravity value computed on the
 BE1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1191.degrees latitude (g = 980.6199 gals.).
 BE1191
 BE1191.The modeled gravity was interpolated from observed gravity values.
 BE1191
 BE1191;                    North         East    Units  Estimated Accuracy
 BE1191;SPC FL N     -   115,680.      600,590.      MT  (+/- 180 meters Scaled)
 BE1191
 BE1191                          SUPERSEDED SURVEY CONTROL
 BE1191
 BE1191  NGVD 29 (??/??/92)    5.348  (m)           17.55   (f) ADJ UNCH    1 1
 BE1191
 BE1191.Superseded values are not recommended for survey control.
 BE1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1191.See file dsdata.txt to determine how the superseded data were derived.
 BE1191
 BE1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU416262(NAD 83)
 BE1191_MARKER: DB = BENCH MARK DISK
 BE1191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1191_SP_SET: CULVERT
 BE1191_STAMPING: A 288 1967
 BE1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1191
 BE1191  HISTORY     - Date     Condition        Report By
 BE1191  HISTORY     - 1967     MONUMENTED       CGS
 BE1191  HISTORY     - 1984     GOOD             NOS
 BE1191  HISTORY     - 1985     GOOD             USPSQD
 BE1191  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BE1191
 BE1191                          STATION DESCRIPTION
 BE1191
 BE1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE1191'1.3 MI S FROM SOPCHOPPY.
 BE1191'ABOUT 1.3 MILES SOUTH ALONG U.S. HIGHWAY 319 FROM THE JUNCTION
 BE1191'OF STATE HIGHWAY 375 AT SOPCHOPPY, IN SECTION 13, R 3 W, T 5 S,
 BE1191'SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 BE1191'WALL FOR AN 8-FOOT BOX CULVERT UNDER THE HIGHWAY, 16 1/2 FEET
 BE1191'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH
 BE1191'END OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
 BE1191
 BE1191                          STATION RECOVERY (1984)
 BE1191
 BE1191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 BE1191'RECOVERED IN GOOD CONDITION.
 BE1191
 BE1191                          STATION RECOVERY (1985)
 BE1191
 BE1191'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE1191'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 319 FROM JUNCTION OF STATE
 BE1191'ROAD 375 AT SOPCHOPPY, NEW WITNESS POST.
 BE1191
 BE1191                          STATION RECOVERY (1987)
 BE1191
 BE1191'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3927 ***********************************************************************
 BE3927  DESIGNATION -  A 288 RESET
 BE3927  PID         -  BE3927
 BE3927  STATE/COUNTY-  FL/WAKULLA
 BE3927  USGS QUAD   -  SOPCHOPPY (1972)
 BE3927
 BE3927                         *CURRENT SURVEY CONTROL
 BE3927  ___________________________________________________________________
 BE3927* NAD 83(1986)-  30 02 37.     (N)    084 29 38.     (W)     SCALED    
 BE3927* NAVD 88     -         5.92   (meters)      19.4    (feet)  RESET     
 BE3927  ___________________________________________________________________
 BE3927  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BE3927
 BE3927  VERT ORDER  -  THIRD
 BE3927
 BE3927.The horizontal coordinates were scaled from a topographic map and have
 BE3927.an estimated accuracy of +/- 6 seconds.
 BE3927
 BE3927.The orthometric height was computed from unverified reset data.
 BE3927.No vertical observational check was made to the station.
 BE3927
 BE3927.The geoid height was determined by GEOID03.
 BE3927
 BE3927;                    North         East    Units  Estimated Accuracy
 BE3927;SPC FL N     -   115,680.      600,590.      MT  (+/- 180 meters Scaled)
 BE3927
 BE3927                          SUPERSEDED SURVEY CONTROL
 BE3927
 BE3927  NGVD 29 (08/19/04)    6.11   (m)           20.0    (f) RESET       3  
 BE3927
 BE3927.Superseded values are not recommended for survey control.
 BE3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3927.See file dsdata.txt to determine how the superseded data were derived.
 BE3927
 BE3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU416262(NAD 83)
 BE3927_MARKER: DB = BENCH MARK DISK
 BE3927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3927_SP_SET: CONCRETE POST
 BE3927_STAMPING: A 288 RESET 1984
 BE3927_MARK LOGO: NGS   
 BE3927_PROJECTION: FLUSH
 BE3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3927+STABILITY: SURFACE MOTION
 BE3927
 BE3927  HISTORY     - Date     Condition        Report By
 BE3927  HISTORY     - 1984     MONUMENTED       NGS
 BE3927  HISTORY     - 19950901 GOOD             USPSQD
 BE3927
 BE3927                          STATION DESCRIPTION
 BE3927
 BE3927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BE3927'2.2 KM (1.35 MI) SOUTH FROM SOPCHOPPY.
 BE3927'2.16 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 319 FROM ITS JUNCTION
 BE3927'WITH STATE ROUTE 375 IN SOPCHOPPY, 69.190 M (227.0 FT) NORTH OF AN
 BE3927'EXTENDED CENTER LINE OF A CONCRETE CULVERT UNDER HIGHWAY, 9.906 M
 BE3927'(32.5 FT) WEST OF THE CENTER OF HIGHWAY 0.914 M (3.0 FT) SOUTH OF
 BE3927'POWERLINE POLE NUMBERED JA346 AND ON RIGHT-OF-WAY LINE.
 BE3927'THE MARK IS 0.8 METERS  SE FROM  A WITNESS POST
 BE3927'THE MARK IS 1.2 M BELOW HIGHWAY.
 BE3927
 BE3927                          STATION RECOVERY (1995)
 BE3927
 BE3927'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0563 ***********************************************************************
 BD0563  DESIGNATION -  A 289
 BD0563  PID         -  BD0563
 BD0563  STATE/COUNTY-  FL/TAYLOR
 BD0563  USGS QUAD   -  PERRY (1993)
 BD0563
 BD0563                         *CURRENT SURVEY CONTROL
 BD0563  ___________________________________________________________________
 BD0563* NAD 83(1986)-  30 01 34.     (N)    083 32 19.     (W)     SCALED    
 BD0563* NAVD 88     -        15.604  (meters)      51.19   (feet)  ADJUSTED  
 BD0563  ___________________________________________________________________
 BD0563  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BD0563  DYNAMIC HT  -          15.583 (meters)      51.13  (feet)  COMP
 BD0563  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 BD0563
 BD0563  VERT ORDER  -  FIRST     CLASS I
 BD0563
 BD0563.The horizontal coordinates were scaled from a topographic map and have
 BD0563.an estimated accuracy of +/- 6 seconds.
 BD0563
 BD0563.The orthometric height was determined by differential leveling
 BD0563.and adjusted by the National Geodetic Survey in June 1991..
 BD0563
 BD0563.The geoid height was determined by GEOID03.
 BD0563
 BD0563.The dynamic height is computed by dividing the NAVD 88
 BD0563.geopotential number by the normal gravity value computed on the
 BD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0563.degrees latitude (g = 980.6199 gals.).
 BD0563
 BD0563.The modeled gravity was interpolated from observed gravity values.
 BD0563
 BD0563;                    North         East    Units  Estimated Accuracy
 BD0563;SPC FL N     -   114,130.      692,730.      MT  (+/- 180 meters Scaled)
 BD0563
 BD0563                          SUPERSEDED SURVEY CONTROL
 BD0563
 BD0563  NGVD 29 (??/??/92)   15.800  (m)           51.84   (f) ADJ UNCH    1 1
 BD0563
 BD0563.Superseded values are not recommended for survey control.
 BD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0563.See file dsdata.txt to determine how the superseded data were derived.
 BD0563
 BD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP551243(NAD 83)
 BD0563_MARKER: DB = BENCH MARK DISK
 BD0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BD0563_SP_SET: 80 FEET
 BD0563_STAMPING: A 289 1966
 BD0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD0563
 BD0563  HISTORY     - Date     Condition        Report By
 BD0563  HISTORY     - 1966     MONUMENTED       CGS
 BD0563  HISTORY     - 1967     GOOD             NGS
 BD0563  HISTORY     - 1975     GOOD             NGS
 BD0563
 BD0563                          STATION DESCRIPTION
 BD0563
 BD0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BD0563'5.6 MI SE FROM PERRY.
 BD0563'ABOUT 5.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM
 BD0563'THE JUNCTION OF U.S. HIGHWAY 221 AT PERRY, ABOUT 0.8 MILE
 BD0563'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 356 LEADING NORTHEAST,
 BD0563'IN SECTION 29, R 8 E, T 5 S, NEAR THE JUNCTION OF A DRIVEWAY
 BD0563'LEADING TO A TRUCK STOP, 64 FEET SOUTHWEST OF THE CENTER LINE
 BD0563'OF THE HIGHWAY, 115 FEET SOUTH OF THE CENTER OF THE JUNCTION
 BD0563'OF DRIVEWAY, 1 FOOT NORTHEAST OF A FENCE LINE, 12 FEET WEST
 BD0563'OF A TELEPHONE POST MARKED G 43 L FOR UNDERGROUND CABLE, 2 FEET
 BD0563'EAST OF A STEEL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 BD0563'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 BD0563'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 BD0563'BY A 6 INCH CAST IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE
 BD0563'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
 BD0563
 BD0563                          STATION RECOVERY (1975)
 BD0563
 BD0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BD0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0485 ***********************************************************************
 AR0485  DESIGNATION -  A 29
 AR0485  PID         -  AR0485
 AR0485  STATE/COUNTY-  FL/ALACHUA
 AR0485  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AR0485
 AR0485                         *CURRENT SURVEY CONTROL
 AR0485  ___________________________________________________________________
 AR0485* NAD 83(1986)-  29 44 45.     (N)    082 13 38.     (W)     SCALED    
 AR0485* NAVD 88     -        43.161  (meters)     141.60   (feet)  POSTED    
 AR0485  ___________________________________________________________________
 AR0485  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR0485  DYNAMIC HT  -          43.100 (meters)     141.40  (feet)  COMP
 AR0485  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 AR0485
 AR0485  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AR0485
 AR0485.The horizontal coordinates were scaled from a topographic map and have
 AR0485.an estimated accuracy of +/- 6 seconds.
 AR0485
 AR0485.The orthometric height was determined by differential leveling
 AR0485.and adjusted by the National Geodetic Survey in 1992..
 AR0485.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AR0485.rate of 2.1 thru 3.0 mm/km.
 AR0485
 AR0485.The geoid height was determined by GEOID03.
 AR0485
 AR0485.The dynamic height is computed by dividing the NAVD 88
 AR0485.geopotential number by the normal gravity value computed on the
 AR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0485.degrees latitude (g = 980.6199 gals.).
 AR0485
 AR0485.The modeled gravity was interpolated from observed gravity values.
 AR0485
 AR0485;                    North         East    Units  Estimated Accuracy
 AR0485;SPC FL N     -    84,870.      819,830.      MT  (+/- 180 meters Scaled)
 AR0485
 AR0485                          SUPERSEDED SURVEY CONTROL
 AR0485
 AR0485  NGVD 29 (??/??/92)   43.426  (m)          142.47   (f) ADJ UNCH    1 2
 AR0485
 AR0485.Superseded values are not recommended for survey control.
 AR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0485.See file dsdata.txt to determine how the superseded data were derived.
 AR0485
 AR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN813912(NAD 83)
 AR0485_MARKER: DB = BENCH MARK DISK
 AR0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0485_STAMPING: A 29
 AR0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0485+STABILITY: SURFACE MOTION
 AR0485
 AR0485  HISTORY     - Date     Condition        Report By
 AR0485  HISTORY     - UNK      MONUMENTED       FLGS
 AR0485  HISTORY     - 1954     GOOD             NGS
 AR0485  HISTORY     - 1969     GOOD             NGS
 AR0485
 AR0485                          STATION DESCRIPTION
 AR0485
 AR0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0485'4.8 MI SW FROM WALDO.
 AR0485'ABOUT 4.8 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 AR0485'FROM THE STATION AT WALDO, ABOUT 0.2 MILE NORTHEAST OF MILE
 AR0485'POST 695, 38 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 24,
 AR0485'28 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 23 FEET NORTHEAST OF
 AR0485'A TELEPHONE POLE, 101 FEET SOUTH AND DIAGONALLY ACROSS HIGHWAY
 AR0485'FROM TELEPHONE POLE NO. 1836, 105 1/2 FEET EAST AND DIAGONALLY
 AR0485'ACROSS HIGHWAY FROM TELEPHONE POLE NO. 1837, ABOUT 1 1/2 FEET
 AR0485'ABOVE LEVEL OF HIGHWAY, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 AR0485'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AR0485
 AR0485                          STATION RECOVERY (1969)
 AR0485
 AR0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AR0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0909 ***********************************************************************
 BE0909  DESIGNATION -  A 290
 BE0909  PID         -  BE0909
 BE0909  STATE/COUNTY-  FL/BAY
 BE0909  USGS QUAD   -  NORTH OF ALLANTON (1982)
 BE0909
 BE0909                         *CURRENT SURVEY CONTROL
 BE0909  ___________________________________________________________________
 BE0909* NAD 83(1986)-  30 08 39.     (N)    085 26 01.     (W)     SCALED    
 BE0909* NAVD 88     -        14.225  (meters)      46.67   (feet)  ADJUSTED  
 BE0909  ___________________________________________________________________
 BE0909  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE0909  DYNAMIC HT  -          14.206 (meters)      46.61  (feet)  COMP
 BE0909  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 BE0909
 BE0909  VERT ORDER  -  FIRST     CLASS I
 BE0909
 BE0909.The horizontal coordinates were scaled from a topographic map and have
 BE0909.an estimated accuracy of +/- 6 seconds.
 BE0909
 BE0909.The orthometric height was determined by differential leveling
 BE0909.and adjusted by the National Geodetic Survey in June 1991..
 BE0909
 BE0909.The geoid height was determined by GEOID03.
 BE0909
 BE0909.The dynamic height is computed by dividing the NAVD 88
 BE0909.geopotential number by the normal gravity value computed on the
 BE0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0909.degrees latitude (g = 980.6199 gals.).
 BE0909
 BE0909.The modeled gravity was interpolated from observed gravity values.
 BE0909
 BE0909;                    North         East    Units  Estimated Accuracy
 BE0909;SPC FL N     -   127,200.      510,060.      MT  (+/- 180 meters Scaled)
 BE0909
 BE0909                          SUPERSEDED SURVEY CONTROL
 BE0909
 BE0909  NGVD 29 (??/??/92)   14.383  (m)           47.19   (f) ADJ UNCH    1 1
 BE0909
 BE0909.Superseded values are not recommended for survey control.
 BE0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0909.See file dsdata.txt to determine how the superseded data were derived.
 BE0909
 BE0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU508357(NAD 83)
 BE0909_MARKER: DB = BENCH MARK DISK
 BE0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0909_STAMPING: A 290 1967
 BE0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0909+STABILITY: SURFACE MOTION
 BE0909
 BE0909  HISTORY     - Date     Condition        Report By
 BE0909  HISTORY     - 1967     MONUMENTED       CGS
 BE0909  HISTORY     - 1984     GOOD             NGS
 BE0909  HISTORY     - 1985     GOOD             USPSQD
 BE0909  HISTORY     - 1988     GOOD             USPSQD
 BE0909  HISTORY     - 1989     GOOD             USPSQD
 BE0909  HISTORY     - 1990     GOOD             USPSQD
 BE0909  HISTORY     - 19940423 GOOD             USPSQD
 BE0909  HISTORY     - 19990130 GOOD             USPSQD
 BE0909
 BE0909                          STATION DESCRIPTION
 BE0909
 BE0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0909'9.4 MI E FROM CALLAWAY.
 BE0909'ABOUT 9.4 MILES EAST ALONG STATE HIGHWAY 22 FROM THE INTERSECTION
 BE0909'OF U.S. HIGHWAY 98 AT CALLAWAY, ABOUT 1.6 MILE WEST OF THE BRIDGE
 BE0909'OVER SANDY CREEK, IN R 12 W, T 4 S, 0.2 MILE WEST OF A PIPE LINE
 BE0909'CROSSING THE HIGHWAY, 48.5 FEET SOUTH OF THE CENTER LINE OF THE
 BE0909'HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF A SAND ROAD LEADING
 BE0909'SOUTH, 7 FEET EAST OF POWER LINE POLE NO. 174, 2 FEET WEST OF A
 BE0909'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 BE0909'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF
 BE0909'THE GROUND.
 BE0909
 BE0909                          STATION RECOVERY (1984)
 BE0909
 BE0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BE0909'RECOVERED IN GOOD CONDITION.
 BE0909
 BE0909                          STATION RECOVERY (1985)
 BE0909
 BE0909'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0909'ABOUT 9.6 MILES EAST ALONG STATE HIGHWAY 22 FROM THE INTERSECTION OF
 BE0909'U.S. 98 AT CALLAWAY. 20 YDS SOUTH OF THE CENTER OF HIGHWAY. THREE
 BE0909'YARDS SOUTHEAST OF POWER POLE 192.
 BE0909
 BE0909                          STATION RECOVERY (1988)
 BE0909
 BE0909'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0909'RECOVERED IN GOOD CONDITION.
 BE0909
 BE0909                          STATION RECOVERY (1989)
 BE0909
 BE0909'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0909'RECOVERED IN GOOD CONDITION.
 BE0909
 BE0909                          STATION RECOVERY (1990)
 BE0909
 BE0909'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0909'RECOVERED IN GOOD CONDITION.
 BE0909
 BE0909                          STATION RECOVERY (1994)
 BE0909
 BE0909'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0909'RECOVERED IN GOOD CONDITION.
 BE0909
 BE0909                          STATION RECOVERY (1999)
 BE0909
 BE0909'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0572 ***********************************************************************
 BE0572  DESIGNATION -  A 292
 BE0572  PID         -  BE0572
 BE0572  STATE/COUNTY-  FL/WALTON
 BE0572  USGS QUAD   -  BRUCE (1982)
 BE0572
 BE0572                         *CURRENT SURVEY CONTROL
 BE0572  ___________________________________________________________________
 BE0572* NAD 83(1986)-  30 28 17.     (N)    085 57 53.     (W)     SCALED    
 BE0572* NAVD 88     -        14.575  (meters)      47.82   (feet)  ADJUSTED  
 BE0572  ___________________________________________________________________
 BE0572  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE0572  DYNAMIC HT  -          14.556 (meters)      47.76  (feet)  COMP
 BE0572  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BE0572
 BE0572  VERT ORDER  -  FIRST     CLASS I
 BE0572
 BE0572.The horizontal coordinates were scaled from a topographic map and have
 BE0572.an estimated accuracy of +/- 6 seconds.
 BE0572
 BE0572.The orthometric height was determined by differential leveling
 BE0572.and adjusted by the National Geodetic Survey in June 1991..
 BE0572
 BE0572.The geoid height was determined by GEOID03.
 BE0572
 BE0572.The dynamic height is computed by dividing the NAVD 88
 BE0572.geopotential number by the normal gravity value computed on the
 BE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0572.degrees latitude (g = 980.6199 gals.).
 BE0572
 BE0572.The modeled gravity was interpolated from observed gravity values.
 BE0572
 BE0572;                    North         East    Units  Estimated Accuracy
 BE0572;SPC FL N     -   164,010.      459,360.      MT  (+/- 180 meters Scaled)
 BE0572
 BE0572                          SUPERSEDED SURVEY CONTROL
 BE0572
 BE0572  NGVD 29 (??/??/92)   14.704  (m)           48.24   (f) ADJ UNCH    1 1
 BE0572
 BE0572.Superseded values are not recommended for survey control.
 BE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0572.See file dsdata.txt to determine how the superseded data were derived.
 BE0572
 BE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU993714(NAD 83)
 BE0572_MARKER: DB = BENCH MARK DISK
 BE0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0572_STAMPING: A 292 1967
 BE0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0572+STABILITY: SURFACE MOTION
 BE0572
 BE0572  HISTORY     - Date     Condition        Report By
 BE0572  HISTORY     - 1967     MONUMENTED       CGS
 BE0572  HISTORY     - 1987     GOOD             USPSQD
 BE0572  HISTORY     - 1990     GOOD             USPSQD
 BE0572  HISTORY     - 19950408 GOOD             USPSQD
 BE0572
 BE0572                          STATION DESCRIPTION
 BE0572
 BE0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0572'AT BRUCE.
 BE0572'AT BRUCE, IN SECTION 20, R 17 W, T 1 N, 255 FEET SOUTHEAST OF THE
 BE0572'CENTER OF THE JUNCTION OF THE WEST END OF THE TRIANGLE FORMED
 BE0572'BY THE JUNCTION OF STATE HIGHWAYS 20 AND 81 LEADING NORTHEAST,
 BE0572'48 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 20, 104 FEET
 BE0572'WEST OF A LONE CEDAR TREE, 20 FEET EAST OF A FENCE CORNER, 1
 BE0572'FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF A
 BE0572'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 BE0572'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 BE0572'LEVEL OF THE GROUND.
 BE0572
 BE0572                          STATION RECOVERY (1987)
 BE0572
 BE0572'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCD)
 BE0572'RECOVERED IN GOOD CONDITION.
 BE0572
 BE0572                          STATION RECOVERY (1990)
 BE0572
 BE0572'RECOVERY NOTE BY US POWER SQUADRON 1990 (LJR)
 BE0572'RECOVERED IN GOOD CONDITION.
 BE0572
 BE0572                          STATION RECOVERY (1995)
 BE0572
 BE0572'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0231 ***********************************************************************
 AS0231  DESIGNATION -  A 293
 AS0231  PID         -  AS0231
 AS0231  STATE/COUNTY-  FL/FRANKLIN
 AS0231  USGS QUAD   -  CARRABELLE (1992)
 AS0231
 AS0231                         *CURRENT SURVEY CONTROL
 AS0231  ___________________________________________________________________
 AS0231* NAD 83(1986)-  29 51 00.     (N)    084 39 43.     (W)     SCALED    
 AS0231* NAVD 88     -         3.033  (meters)       9.95   (feet)  ADJUSTED  
 AS0231  ___________________________________________________________________
 AS0231  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0231  DYNAMIC HT  -           3.029 (meters)       9.94  (feet)  COMP
 AS0231  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 AS0231
 AS0231  VERT ORDER  -  FIRST     CLASS I
 AS0231
 AS0231.The horizontal coordinates were scaled from a topographic map and have
 AS0231.an estimated accuracy of +/- 6 seconds.
 AS0231
 AS0231.The orthometric height was determined by differential leveling
 AS0231.and adjusted by the National Geodetic Survey in June 1991..
 AS0231
 AS0231.The geoid height was determined by GEOID03.
 AS0231
 AS0231.The dynamic height is computed by dividing the NAVD 88
 AS0231.geopotential number by the normal gravity value computed on the
 AS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0231.degrees latitude (g = 980.6199 gals.).
 AS0231
 AS0231.The modeled gravity was interpolated from observed gravity values.
 AS0231
 AS0231;                    North         East    Units  Estimated Accuracy
 AS0231;SPC FL N     -    94,230.      584,350.      MT  (+/- 180 meters Scaled)
 AS0231
 AS0231                          SUPERSEDED SURVEY CONTROL
 AS0231
 AS0231  NGVD 29 (??/??/92)    3.214  (m)           10.54   (f) ADJ UNCH    1 1
 AS0231
 AS0231.Superseded values are not recommended for survey control.
 AS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0231.See file dsdata.txt to determine how the superseded data were derived.
 AS0231
 AS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU258044(NAD 83)
 AS0231_MARKER: DB = BENCH MARK DISK
 AS0231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0231_SP_SET: 73 FEET
 AS0231_STAMPING: A 293 1967
 AS0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0231
 AS0231  HISTORY     - Date     Condition        Report By
 AS0231  HISTORY     - 1967     MONUMENTED       CGS
 AS0231  HISTORY     - 1975     GOOD             NGS
 AS0231  HISTORY     - 1985     GOOD             USPSQD
 AS0231  HISTORY     - 1987     GOOD             USPSQD
 AS0231  HISTORY     - 1988     GOOD             USPSQD
 AS0231  HISTORY     - 1989     GOOD             USPSQD
 AS0231  HISTORY     - 19980116 GOOD             USPSQD
 AS0231
 AS0231                          STATION DESCRIPTION
 AS0231
 AS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0231'AT CARRABELLE.
 AS0231'AT CARRABELLE, ALONG U.S. HIGHWAY 98 AND 319, IN SECTION 29,
 AS0231'R 4 W, T 7 S, NEAR THE JUNCTION OF 3RD STREET EAST, NEAR THE
 AS0231'NORTHWEST CORNER OF A STEEL FENCE AROUND A SMALL MICRO WAVE TOWER,
 AS0231'140 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET EAST
 AS0231'OF THE CENTER LINE OF THE STREET, 6 FEET NORTH OF THE NORTHWEST
 AS0231'CORNER OF A 12-FOOT SQUARE CONCRETE BUILDING, 1.8 FEET SOUTH OF
 AS0231'A FENCE CORNER, 0.3 FOOT WEST OF THE FENCE LINE, 0.4 FOOT SOUTH
 AS0231'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET, 3 FEET
 AS0231'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 AS0231'COPPER COATED STEEL ROD 0.1 FOOT UNDERGROUND AND PROTECTED BY
 AS0231'A 6 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS
 AS0231'DRIVEN TO REFUSAL AT A DEPTH OF 73 FEET.  NOTE-- MARK IS 0.3 MILE
 AS0231'NORTHEAST ALONG THE U.S. HIGHWAYS FROM THE CARRABELLE SCHOOL.
 AS0231
 AS0231                          STATION RECOVERY (1975)
 AS0231
 AS0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0231'RECOVERED IN GOOD CONDITION.
 AS0231
 AS0231                          STATION RECOVERY (1985)
 AS0231
 AS0231'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0231'RECOVERED IN GOOD CONDITION.
 AS0231
 AS0231                          STATION RECOVERY (1987)
 AS0231
 AS0231'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0231'RECOVERED IN GOOD CONDITION.
 AS0231
 AS0231                          STATION RECOVERY (1988)
 AS0231
 AS0231'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0231'RECOVERED IN GOOD CONDITION.
 AS0231
 AS0231                          STATION RECOVERY (1989)
 AS0231
 AS0231'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0231'RECOVERED IN GOOD CONDITION.
 AS0231
 AS0231                          STATION RECOVERY (1998)
 AS0231
 AS0231'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0183 ***********************************************************************
 AS0183  DESIGNATION -  A 294
 AS0183  PID         -  AS0183
 AS0183  STATE/COUNTY-  FL/FRANKLIN
 AS0183  USGS QUAD   -  BEVERLY (1981)
 AS0183
 AS0183                         *CURRENT SURVEY CONTROL
 AS0183  ___________________________________________________________________
 AS0183* NAD 83(1986)-  29 49 25.     (N)    084 58 16.     (W)     SCALED    
 AS0183* NAVD 88     -         3.095  (meters)      10.15   (feet)  ADJUSTED  
 AS0183  ___________________________________________________________________
 AS0183  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0183  DYNAMIC HT  -           3.091 (meters)      10.14  (feet)  COMP
 AS0183  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 AS0183
 AS0183  VERT ORDER  -  FIRST     CLASS I
 AS0183
 AS0183.The horizontal coordinates were scaled from a topographic map and have
 AS0183.an estimated accuracy of +/- 6 seconds.
 AS0183
 AS0183.The orthometric height was determined by differential leveling
 AS0183.and adjusted by the National Geodetic Survey in June 1991..
 AS0183
 AS0183.The geoid height was determined by GEOID03.
 AS0183
 AS0183.The dynamic height is computed by dividing the NAVD 88
 AS0183.geopotential number by the normal gravity value computed on the
 AS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0183.degrees latitude (g = 980.6199 gals.).
 AS0183
 AS0183.The modeled gravity was interpolated from observed gravity values.
 AS0183
 AS0183;                    North         East    Units  Estimated Accuracy
 AS0183;SPC FL N     -    91,390.      554,470.      MT  (+/- 180 meters Scaled)
 AS0183
 AS0183                          SUPERSEDED SURVEY CONTROL
 AS0183
 AS0183  NGVD 29 (??/??/92)    3.267  (m)           10.72   (f) ADJ UNCH    1 1
 AS0183
 AS0183.Superseded values are not recommended for survey control.
 AS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0183.See file dsdata.txt to determine how the superseded data were derived.
 AS0183
 AS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU960009(NAD 83)
 AS0183_MARKER: DB = BENCH MARK DISK
 AS0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0183_STAMPING: A 294 1967
 AS0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0183+STABILITY: SURFACE MOTION
 AS0183
 AS0183  HISTORY     - Date     Condition        Report By
 AS0183  HISTORY     - 1967     MONUMENTED       CGS
 AS0183  HISTORY     - 19980212 MARK NOT FOUND   USPSQD
 AS0183
 AS0183                          STATION DESCRIPTION
 AS0183
 AS0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0183'7.2 MI N FROM APALACHICOLA.
 AS0183'ABOUT 7.2 MILES NORTH ALONG THE APALACHICOLA NORTHERN RAILROAD
 AS0183'FROM THE STATION AT APALACHICOLA, IN SECTION 31, R 7 W, T 7 S,
 AS0183'ABOUT 0.3 MILE SOUTH OF A NARROW SAND ROAD CROSSING, 61.6 FEET
 AS0183'EAST OF AND ACROSS A SIDE TRACK FROM THE EAST RAIL OF THE MAIN
 AS0183'TRACK, 91 FEET NORTHEAST OF A SWITCH STAND AT THE SOUTH END OF A
 AS0183'SIDING, 13 1/2 FEET NORTH OF THE CENTER LINE OF A DIM SAND
 AS0183'ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW
 AS0183'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AS0183'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 AS0183
 AS0183                          STATION RECOVERY (1998)
 AS0183
 AS0183'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0041 ***********************************************************************
 AS0041  DESIGNATION -  A 295
 AS0041  PID         -  AS0041
 AS0041  STATE/COUNTY-  FL/GULF
 AS0041  USGS QUAD   -  WHITE CITY (1982)
 AS0041
 AS0041                         *CURRENT SURVEY CONTROL
 AS0041  ___________________________________________________________________
 AS0041* NAD 83(1986)-  29 54 43.     (N)    085 12 15.     (W)     SCALED    
 AS0041* NAVD 88     -         5.564  (meters)      18.25   (feet)  ADJUSTED  
 AS0041  ___________________________________________________________________
 AS0041  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AS0041  DYNAMIC HT  -           5.557 (meters)      18.23  (feet)  COMP
 AS0041  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 AS0041
 AS0041  VERT ORDER  -  FIRST     CLASS I
 AS0041
 AS0041.The horizontal coordinates were scaled from a topographic map and have
 AS0041.an estimated accuracy of +/- 6 seconds.
 AS0041
 AS0041.The orthometric height was determined by differential leveling
 AS0041.and adjusted by the National Geodetic Survey in June 1991..
 AS0041
 AS0041.The geoid height was determined by GEOID03.
 AS0041
 AS0041.The dynamic height is computed by dividing the NAVD 88
 AS0041.geopotential number by the normal gravity value computed on the
 AS0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0041.degrees latitude (g = 980.6199 gals.).
 AS0041
 AS0041.The modeled gravity was interpolated from observed gravity values.
 AS0041
 AS0041;                    North         East    Units  Estimated Accuracy
 AS0041;SPC FL N     -   101,300.      532,000.      MT  (+/- 180 meters Scaled)
 AS0041
 AS0041                          SUPERSEDED SURVEY CONTROL
 AS0041
 AS0041  NGVD 29 (??/??/92)    5.722  (m)           18.77   (f) ADJ UNCH    1 1
 AS0041
 AS0041.Superseded values are not recommended for survey control.
 AS0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0041.See file dsdata.txt to determine how the superseded data were derived.
 AS0041
 AS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU733103(NAD 83)
 AS0041_MARKER: DB = BENCH MARK DISK
 AS0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0041_SP_SET: CULVERT
 AS0041_STAMPING: A 295 1967
 AS0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0041
 AS0041  HISTORY     - Date     Condition        Report By
 AS0041  HISTORY     - 1967     MONUMENTED       CGS
 AS0041  HISTORY     - 1984     GOOD             USPSQD
 AS0041  HISTORY     - 1985     GOOD             USPSQD
 AS0041  HISTORY     - 1987     GOOD             USPSQD
 AS0041  HISTORY     - 1988     GOOD             USPSQD
 AS0041  HISTORY     - 1989     GOOD             USPSQD
 AS0041  HISTORY     - 1990     GOOD             USPSQD
 AS0041  HISTORY     - 19910621 GOOD             USPSQD
 AS0041  HISTORY     - 19940901 GOOD             USPSQD
 AS0041  HISTORY     - 19990420 GOOD             USPSQD
 AS0041
 AS0041                          STATION DESCRIPTION
 AS0041
 AS0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0041'9.3 MI NE FROM PORT ST JOE.
 AS0041'ABOUT 9.3 MILES NORTHEAST ALONG STATE HIGHWAY 71 FROM THE
 AS0041'JUNCTION OF U.S. HIGHWAY 98 AT PORT ST JOE, IN SECTION 36,
 AS0041'R 10 W, T 6 S, ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION OF
 AS0041'STATE HIGHWAY S 387, SET ON THE TOP OF THE SOUTHWEST END OF THE
 AS0041'SOUTHEAST CONCRETE HEAD WALL FOR A 12-FOOT BOX CULVERT UNDER
 AS0041'THE HIGHWAY, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 AS0041'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AS0041
 AS0041                          STATION RECOVERY (1984)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1984
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1985)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1987)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCK)
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1988)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1989)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1990)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1991)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1994)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0041'RECOVERED IN GOOD CONDITION.
 AS0041
 AS0041                          STATION RECOVERY (1999)
 AS0041
 AS0041'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0145 ***********************************************************************
 AS0145  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0145  DESIGNATION -  A 296
 AS0145  PID         -  AS0145
 AS0145  STATE/COUNTY-  FL/FRANKLIN
 AS0145  USGS QUAD   -  JACKSON RIVER (1992)
 AS0145
 AS0145                         *CURRENT SURVEY CONTROL
 AS0145  ___________________________________________________________________
 AS0145* NAD 83(1986)-  29 45 32.     (N)    085 01 59.     (W)     SCALED    
 AS0145* NAVD 88     -         1.641  (meters)       5.38   (feet)  ADJUSTED  
 AS0145  ___________________________________________________________________
 AS0145  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0145  DYNAMIC HT  -           1.639 (meters)       5.38  (feet)  COMP
 AS0145  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 AS0145
 AS0145  VERT ORDER  -  FIRST     CLASS I
 AS0145
 AS0145.The horizontal coordinates were scaled from a topographic map and have
 AS0145.an estimated accuracy of +/- 6 seconds.
 AS0145
 AS0145.The orthometric height was determined by differential leveling
 AS0145.and adjusted by the National Geodetic Survey in June 1991..
 AS0145
 AS0145.This Tidal Bench Mark is designated as VM 9868
 AS0145.by the Center for Operational Oceanographic Products and Services.
 AS0145
 AS0145.The geoid height was determined by GEOID03.
 AS0145
 AS0145.The dynamic height is computed by dividing the NAVD 88
 AS0145.geopotential number by the normal gravity value computed on the
 AS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0145.degrees latitude (g = 980.6199 gals.).
 AS0145
 AS0145.The modeled gravity was interpolated from observed gravity values.
 AS0145
 AS0145;                    North         East    Units  Estimated Accuracy
 AS0145;SPC FL N     -    84,240.      548,450.      MT  (+/- 180 meters Scaled)
 AS0145
 AS0145                          SUPERSEDED SURVEY CONTROL
 AS0145
 AS0145  NGVD 29 (??/??/92)    1.815  (m)            5.95   (f) ADJ UNCH    1 1
 AS0145
 AS0145.Superseded values are not recommended for survey control.
 AS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0145.See file dsdata.txt to determine how the superseded data were derived.
 AS0145
 AS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT901936(NAD 83)
 AS0145_MARKER: DB = BENCH MARK DISK
 AS0145_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0145_SP_SET: COPPER-CLAD STEEL ROD
 AS0145_STAMPING: A 296 1967
 AS0145_MARK LOGO: CGS   
 AS0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0145
 AS0145  HISTORY     - Date     Condition        Report By
 AS0145  HISTORY     - 1967     MONUMENTED       CGS
 AS0145  HISTORY     - 1975     GOOD             NGS
 AS0145  HISTORY     - 1986     GOOD             FLDNR
 AS0145  HISTORY     - 19971002 GOOD             USPSQD
 AS0145
 AS0145                          STATION DESCRIPTION
 AS0145
 AS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0145'1 MI N FROM APALACHICOLA.
 AS0145'ABOUT 1.0 MILE NORTH ALONG THE APALACHICOLA NORTHERN RAILROAD
 AS0145'FROM THE STATION AT APALACHICOLA, IN SECTION 27, R 8 W, T 8 S,
 AS0145'ABOUT 0.5 MILE NORTH OF MILEPOST 20, ABOUT 0.3 MILE SOUTH OF
 AS0145'THE SOUTH END OF THE LONG BRIDGE OVER THE APALACHICOLA RIVER,
 AS0145'NEAR THE CROSSING OF STATE HIGHWAY 384 (12 TH STREET), 142 FEET
 AS0145'NORTHWEST OF THE CENTER OF THE CROSSING OF THE HIGHWAY AND THE
 AS0145'MAIN TRACK, 44 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AS0145'HIGHWAY, 3 FEET SOUTH OF POWER LINE POLE NO. 56X493 R, 0.5 FOOT
 AS0145'NORTHWEST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL
 AS0145'OF THE TRACK, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AS0145'ROD PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE GROUND AND
 AS0145'PROTECTED BY A 4 INCH METAL PIPE PROJECTING 0.5 FOOT ABOVE THE
 AS0145'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 AS0145
 AS0145                          STATION RECOVERY (1975)
 AS0145
 AS0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0145'RECOVERED IN GOOD CONDITION.
 AS0145
 AS0145                          STATION RECOVERY (1986)
 AS0145
 AS0145'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0145'RECOVERED IN GOOD CONDITION.
 AS0145
 AS0145                          STATION RECOVERY (1997)
 AS0145
 AS0145'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1974 ***********************************************************************
 BG1974  DESIGNATION -  A 297
 BG1974  PID         -  BG1974
 BG1974  STATE/COUNTY-  FL/OKALOOSA
 BG1974  USGS QUAD   -  MARY ESTHER (1994)
 BG1974
 BG1974                         *CURRENT SURVEY CONTROL
 BG1974  ___________________________________________________________________
 BG1974* NAD 83(1986)-  30 27 25.     (N)    086 38 19.     (W)     SCALED    
 BG1974* NAVD 88     -        13.793  (meters)      45.25   (feet)  ADJUSTED  
 BG1974  ___________________________________________________________________
 BG1974  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1974  DYNAMIC HT  -          13.775 (meters)      45.19  (feet)  COMP
 BG1974  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 BG1974
 BG1974  VERT ORDER  -  FIRST     CLASS I
 BG1974
 BG1974.The horizontal coordinates were scaled from a topographic map and have
 BG1974.an estimated accuracy of +/- 6 seconds.
 BG1974
 BG1974.The orthometric height was determined by differential leveling
 BG1974.and adjusted by the National Geodetic Survey in June 1991..
 BG1974
 BG1974.The geoid height was determined by GEOID03.
 BG1974
 BG1974.The dynamic height is computed by dividing the NAVD 88
 BG1974.geopotential number by the normal gravity value computed on the
 BG1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1974.degrees latitude (g = 980.6199 gals.).
 BG1974
 BG1974.The modeled gravity was interpolated from observed gravity values.
 BG1974
 BG1974;                    North         East    Units  Estimated Accuracy
 BG1974;SPC FL N     -   163,430.      394,630.      MT  (+/- 180 meters Scaled)
 BG1974
 BG1974                          SUPERSEDED SURVEY CONTROL
 BG1974
 BG1974  NGVD 29 (??/??/92)   13.913  (m)           45.65   (f) ADJ UNCH    1 1
 BG1974
 BG1974.Superseded values are not recommended for survey control.
 BG1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1974.See file dsdata.txt to determine how the superseded data were derived.
 BG1974
 BG1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU346694(NAD 83)
 BG1974_MARKER: DB = BENCH MARK DISK
 BG1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1974_STAMPING: A 297 1967
 BG1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1974+STABILITY: SURFACE MOTION
 BG1974
 BG1974  HISTORY     - Date     Condition        Report By
 BG1974  HISTORY     - 1967     MONUMENTED       CGS
 BG1974  HISTORY     - 1975     GOOD             NGS
 BG1974  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG1974  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 BG1974
 BG1974                          STATION DESCRIPTION
 BG1974
 BG1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BG1974'AT WRIGHT.
 BG1974'AT WRIGHT, IN SECTION 34, R 24 W, T 1 S, NEAR THE JUNCTION OF
 BG1974'STATE HIGHWAY 189 AND S 85 A, 207 FEET SOUTHWEST OF THE
 BG1974'APPROXIMATE CENTER OF THE JUNCTION OF THE TWO HIGHWAYS, 49 FEET
 BG1974'WEST OF THE CENTER LINE OF STATE HIGHWAY 189, 27 FEET SOUTH OF
 BG1974'THE NORTHEAST CORNER OF A STEEL FENCE, 1 FOOT EAST OF THE EAST
 BG1974'SIDE OF THE FENCE, 2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT
 BG1974'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BG1974'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG1974'NOTE-- MARK IS NOW 156.0 FT N OF E OF GREEN ACRES ROAD, AND 66.8
 BG1974'FT S-SE OF THE SE CORNER OF AN AUTO REPAIR SHOP.
 BG1974
 BG1974                          STATION RECOVERY (1975)
 BG1974
 BG1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG1974'RECOVERED IN GOOD CONDITION.
 BG1974
 BG1974                          STATION RECOVERY (1987)
 BG1974
 BG1974'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG1974'MARK NOT FOUND.
 BG1974
 BG1974                          STATION RECOVERY (1996)
 BG1974
 BG1974'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0169 ***********************************************************************
 AS0169  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0169  DESIGNATION -  A 298
 AS0169  PID         -  AS0169
 AS0169  STATE/COUNTY-  FL/FRANKLIN
 AS0169  USGS QUAD   -  MC INTYRE (1992)
 AS0169
 AS0169                         *CURRENT SURVEY CONTROL
 AS0169  ___________________________________________________________________
 AS0169* NAD 83(1986)-  29 52 55.     (N)    084 35 33.     (W)     SCALED    
 AS0169* NAVD 88     -         3.302  (meters)      10.83   (feet)  ADJUSTED  
 AS0169  ___________________________________________________________________
 AS0169  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0169  DYNAMIC HT  -           3.298 (meters)      10.82  (feet)  COMP
 AS0169  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 AS0169
 AS0169  VERT ORDER  -  FIRST     CLASS I
 AS0169
 AS0169.The horizontal coordinates were scaled from a topographic map and have
 AS0169.an estimated accuracy of +/- 6 seconds.
 AS0169
 AS0169.The orthometric height was determined by differential leveling
 AS0169.and adjusted by the National Geodetic Survey in June 1991..
 AS0169
 AS0169.This Tidal Bench Mark is designated as VM 9827
 AS0169.by the Center for Operational Oceanographic Products and Services.
 AS0169
 AS0169.The geoid height was determined by GEOID03.
 AS0169
 AS0169.The dynamic height is computed by dividing the NAVD 88
 AS0169.geopotential number by the normal gravity value computed on the
 AS0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0169.degrees latitude (g = 980.6199 gals.).
 AS0169
 AS0169.The modeled gravity was interpolated from observed gravity values.
 AS0169
 AS0169;                    North         East    Units  Estimated Accuracy
 AS0169;SPC FL N     -    97,770.      591,070.      MT  (+/- 180 meters Scaled)
 AS0169
 AS0169                          SUPERSEDED SURVEY CONTROL
 AS0169
 AS0169  NGVD 29 (??/??/92)    3.485  (m)           11.43   (f) ADJ UNCH    1 1
 AS0169
 AS0169.Superseded values are not recommended for survey control.
 AS0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0169.See file dsdata.txt to determine how the superseded data were derived.
 AS0169
 AS0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU325081(NAD 83)
 AS0169_MARKER: DB = BENCH MARK DISK
 AS0169_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0169_SP_SET: COPPER-CLAD STEEL ROD
 AS0169_STAMPING: A 298 1967
 AS0169_MARK LOGO: CGS   
 AS0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0169+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AS0169
 AS0169  HISTORY     - Date     Condition        Report By
 AS0169  HISTORY     - 1967     MONUMENTED       CGS
 AS0169  HISTORY     - 1975     GOOD             NGS
 AS0169  HISTORY     - 1985     GOOD             USPSQD
 AS0169  HISTORY     - 1986     GOOD             USPSQD
 AS0169  HISTORY     - 1986     GOOD             FLDNR
 AS0169  HISTORY     - 1987     GOOD             USPSQD
 AS0169  HISTORY     - 1988     GOOD             USPSQD
 AS0169  HISTORY     - 1989     GOOD             USPSQD
 AS0169  HISTORY     - 19980121 GOOD             USPSQD
 AS0169  HISTORY     - 20040728 GOOD             FLDT
 AS0169
 AS0169                          STATION DESCRIPTION
 AS0169
 AS0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0169'5.1 MI NE FROM CARRABELLE.
 AS0169'ABOUT 5.1 MILES NORTHEAST ALONG U.S. HIGHWAYS 98 AND 319 FROM
 AS0169'THE SCHOOL AT CARRABELLE, IN SECTION 12, R 4 W, T 7 S, AT LANARK
 AS0169'VILLAGE, 141 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 AS0169'HIGHWAYS AND PARKER AVENUE, 70 FEET NORTHEAST OF THE CENTER LINE
 AS0169'OF A STREET, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AS0169'22 FEET NORTHEAST OF POWER LINE POLE, 1.3 FEET EAST OF CONCRETE
 AS0169'RIGHT-OF-WAY MARKER, 0.6 FOOT WEST OF A METAL WITNESS POST, 1 FOOT
 AS0169'ABOVE THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A
 AS0169'COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF
 AS0169'THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 0.4 FOOT
 AS0169'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 AS0169'AT A DEPTH OF 31 1/2 FEET.
 AS0169
 AS0169                          STATION RECOVERY (1975)
 AS0169
 AS0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (1985)
 AS0169
 AS0169'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (1986)
 AS0169
 AS0169'RECOVERY NOTE BY US POWER SQUADRON 1986 (GWM)
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (1986)
 AS0169
 AS0169'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (1987)
 AS0169
 AS0169'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (1988)
 AS0169
 AS0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (1989)
 AS0169
 AS0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (1998)
 AS0169
 AS0169'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0169'RECOVERED IN GOOD CONDITION.
 AS0169
 AS0169                          STATION RECOVERY (2004)
 AS0169
 AS0169'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (HLF)
 AS0169'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1921 ***********************************************************************
 BG1921  DESIGNATION -  A 299
 BG1921  PID         -  BG1921
 BG1921  STATE/COUNTY-  FL/SANTA ROSA
 BG1921  USGS QUAD   -  NAVARRE (1994)
 BG1921
 BG1921                         *CURRENT SURVEY CONTROL
 BG1921  ___________________________________________________________________
 BG1921* NAD 83(1986)-  30 24 35.     (N)    086 50 09.     (W)     SCALED    
 BG1921* NAVD 88     -         6.405  (meters)      21.01   (feet)  ADJUSTED  
 BG1921  ___________________________________________________________________
 BG1921  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG1921  DYNAMIC HT  -           6.397 (meters)      20.99  (feet)  COMP
 BG1921  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BG1921
 BG1921  VERT ORDER  -  FIRST     CLASS I
 BG1921
 BG1921.The horizontal coordinates were scaled from a topographic map and have
 BG1921.an estimated accuracy of +/- 6 seconds.
 BG1921
 BG1921.The orthometric height was determined by differential leveling
 BG1921.and adjusted by the National Geodetic Survey in June 1991..
 BG1921
 BG1921.The geoid height was determined by GEOID03.
 BG1921
 BG1921.The dynamic height is computed by dividing the NAVD 88
 BG1921.geopotential number by the normal gravity value computed on the
 BG1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1921.degrees latitude (g = 980.6199 gals.).
 BG1921
 BG1921.The modeled gravity was interpolated from observed gravity values.
 BG1921
 BG1921;                    North         East    Units  Estimated Accuracy
 BG1921;SPC FL N     -   158,560.      375,580.      MT  (+/- 180 meters Scaled)
 BG1921
 BG1921                          SUPERSEDED SURVEY CONTROL
 BG1921
 BG1921  NGVD 29 (??/??/92)    6.512  (m)           21.36   (f) ADJ UNCH    1 1
 BG1921
 BG1921.Superseded values are not recommended for survey control.
 BG1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1921.See file dsdata.txt to determine how the superseded data were derived.
 BG1921
 BG1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU157641(NAD 83)
 BG1921_MARKER: DB = BENCH MARK DISK
 BG1921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1921_SP_SET: CULVERT HEADWALL
 BG1921_STAMPING: A 299 1967
 BG1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1921
 BG1921  HISTORY     - Date     Condition        Report By
 BG1921  HISTORY     - 1967     MONUMENTED       CGS
 BG1921  HISTORY     - 1988     GOOD             USPSQD
 BG1921  HISTORY     - 1990     GOOD             USPSQD
 BG1921  HISTORY     - 19940529 GOOD             USPSQD
 BG1921  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 BG1921
 BG1921                          STATION DESCRIPTION
 BG1921
 BG1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BG1921'2 MI E FROM NAVARRE.
 BG1921'ABOUT 2.05 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE EAST END
 BG1921'OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY 87 AT
 BG1921'NAVARRE, IN SECTION 15, R 26 W, T 2 S, ABOUT 2.2 MILES WEST
 BG1921'OF THE SANTA ROSA-OKALOOSA COUNTY LINE, SET ON THE TOP OF THE
 BG1921'WEST END OF THE NORTH CONCRETE HEAD WALL OF A 10-BY-3-FOOT
 BG1921'BOX CULVERT UNDER THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE
 BG1921'OF THE HIGHWAY AND 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BG1921
 BG1921                          STATION RECOVERY (1988)
 BG1921
 BG1921'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJM)
 BG1921'RECOVERED IN GOOD CONDITION.
 BG1921
 BG1921                          STATION RECOVERY (1990)
 BG1921
 BG1921'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG1921'RECOVERED IN GOOD CONDITION.
 BG1921
 BG1921                          STATION RECOVERY (1994)
 BG1921
 BG1921'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG1921'RECOVERED IN GOOD CONDITION.
 BG1921
 BG1921                          STATION RECOVERY (1997)
 BG1921
 BG1921'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0059 ***********************************************************************
 BC0059  DESIGNATION -  A 3
 BC0059  PID         -  BC0059
 BC0059  STATE/COUNTY-  FL/NASSAU
 BC0059  USGS QUAD   -  ST MARYS (1993)
 BC0059
 BC0059                         *CURRENT SURVEY CONTROL
 BC0059  ___________________________________________________________________
 BC0059* NAD 83(1986)-  30 37 53.     (N)    081 36 22.     (W)     SCALED    
 BC0059* NAVD 88     -        10.588  (meters)      34.74   (feet)  POSTED    
 BC0059  ___________________________________________________________________
 BC0059  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC0059  DYNAMIC HT  -          10.570 (meters)      34.68  (feet)  COMP
 BC0059  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 BC0059
 BC0059  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BC0059
 BC0059.The horizontal coordinates were scaled from a topographic map and have
 BC0059.an estimated accuracy of +/- 6 seconds.
 BC0059
 BC0059.The orthometric height was determined by differential leveling
 BC0059.and adjusted by the National Geodetic Survey in 1992..
 BC0059.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BC0059.rate of 4.1 thru 8.0 mm/km.
 BC0059
 BC0059.The geoid height was determined by GEOID03.
 BC0059
 BC0059.The dynamic height is computed by dividing the NAVD 88
 BC0059.geopotential number by the normal gravity value computed on the
 BC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0059.degrees latitude (g = 980.6199 gals.).
 BC0059
 BC0059.The modeled gravity was interpolated from observed gravity values.
 BC0059
 BC0059;                    North         East    Units  Estimated Accuracy
 BC0059;SPC FL E     -   698,010.      141,900.      MT  (+/- 180 meters Scaled)
 BC0059
 BC0059                          SUPERSEDED SURVEY CONTROL
 BC0059
 BC0059.No superseded survey control is available for this station.
 BC0059
 BC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP419889(NAD 83)
 BC0059_MARKER: DB = BENCH MARK DISK
 BC0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0059+STABILITY: SURFACE MOTION
 BC0059
 BC0059  HISTORY     - Date     Condition        Report By
 BC0059  HISTORY     - UNK      MONUMENTED       CGS
 BC0059  HISTORY     - 1954     MARK NOT FOUND   NGS
 BC0059
 BC0059                          STATION DESCRIPTION
 BC0059
 BC0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0059'AT YULEE.
 BC0059'AT YULEE, NASSAU COUNTY, 17 YARDS SOUTHEAST OF THE SOUTHEAST
 BC0059'CORNER OF SEABOARD AIR LINE RAILWAY STATION, 16 YARDS EAST OF
 BC0059'EAST RAIL JACKSONVILLE TO SAVANNAH BRANCH, 37 YARDS SOUTH OF
 BC0059'SOUTH RAIL BALDWIN TO FERNANDINA BRANCH, 12 FEET EAST OF STATION
 BC0059'PARK.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2398 ***********************************************************************
 AC2398  DESIGNATION -  A 3 DWC
 AC2398  PID         -  AC2398
 AC2398  STATE/COUNTY-  FL/MIAMI-DADE
 AC2398  USGS QUAD   -  
 AC2398
 AC2398                         *CURRENT SURVEY CONTROL
 AC2398  ___________________________________________________________________
 AC2398* NAD 83(1986)-  25 56 12.     (N)    080 07 14.     (W)     SCALED    
 AC2398* NAVD 88     -         1.007  (meters)       3.30   (feet)  ADJUSTED  
 AC2398  ___________________________________________________________________
 AC2398  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AC2398  DYNAMIC HT  -           1.006 (meters)       3.30  (feet)  COMP
 AC2398  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 AC2398
 AC2398  VERT ORDER  -  SECOND    CLASS 0
 AC2398
 AC2398.The horizontal coordinates were scaled from a topographic map and have
 AC2398.an estimated accuracy of +/- 6 seconds.
 AC2398
 AC2398.The orthometric height was determined by differential leveling
 AC2398.and adjusted by the National Geodetic Survey in June 1991..
 AC2398.WARNING-Repeat measurements at this control monument indicate possible
 AC2398.vertical movement.
 AC2398
 AC2398.The geoid height was determined by GEOID03.
 AC2398
 AC2398.The dynamic height is computed by dividing the NAVD 88
 AC2398.geopotential number by the normal gravity value computed on the
 AC2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2398.degrees latitude (g = 980.6199 gals.).
 AC2398
 AC2398.The modeled gravity was interpolated from observed gravity values.
 AC2398
 AC2398;                    North         East    Units  Estimated Accuracy
 AC2398;SPC FL E     -   177,890.      288,090.      MT  (+/- 180 meters Scaled)
 AC2398
 AC2398                          SUPERSEDED SURVEY CONTROL
 AC2398
 AC2398  NGVD 29 (09/01/92)    1.480  (m)            4.86   (f) ADJUSTED    2 0
 AC2398
 AC2398.Superseded values are not recommended for survey control.
 AC2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2398.See file dsdata.txt to determine how the superseded data were derived.
 AC2398
 AC2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ880689(NAD 83)
 AC2398_MARKER: Z = SEE DESCRIPTION
 AC2398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2398_SP_SET: CATCH BASIN
 AC2398_STAMPING: DWC BM A 3
 AC2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2398
 AC2398  HISTORY     - Date     Condition        Report By
 AC2398  HISTORY     - UNK      MONUMENTED       FL-025
 AC2398  HISTORY     - 1970     GOOD             NGS
 AC2398  HISTORY     - 1973     GOOD             NGS
 AC2398  HISTORY     - 1981     GOOD             FLDNR
 AC2398
 AC2398                          STATION DESCRIPTION
 AC2398
 AC2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2398'AT SUNNY ISLES.
 AC2398'AT SUNNY ISLES, 0.5 MILE NORTH ALONG STATE HIGHWAY A 1 A FROM
 AC2398'THE JUNCTION OF STATE HIGHWAY 826, DIRECTLY IN FRONT OF THE SUN
 AC2398'CITY MOTEL LOCATED AT 17375 COLLINS AVENUE, SET ON THE TOP OF
 AC2398'THE SOUTHEAST CORNER OF A 4-FOOT SQUARE AND 4 FOOT DEEP CATCH
 AC2398'BASIN, 2.3 FEET WEST OF THE WEST EDGE OF THE SIDEWALK, 1 FOOT
 AC2398'EAST OF THE EAST CURB OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL
 AC2398'OF THE HIGHWAY.
 AC2398
 AC2398                          STATION RECOVERY (1973)
 AC2398
 AC2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2398'RECOVERED IN GOOD CONDITION.
 AC2398
 AC2398                          STATION RECOVERY (1981)
 AC2398
 AC2398'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AC2398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1408 ***********************************************************************
 AR1408  DESIGNATION -  A 3 FLDNR
 AR1408  PID         -  AR1408
 AR1408  STATE/COUNTY-  FL/DIXIE
 AR1408  USGS QUAD   -  FANNING SPRINGS (1988)
 AR1408
 AR1408                         *CURRENT SURVEY CONTROL
 AR1408  ___________________________________________________________________
 AR1408* NAD 83(1986)-  29 33 07.     (N)    082 59 23.     (W)     SCALED    
 AR1408* NAVD 88     -         6.429  (meters)      21.09   (feet)  ADJUSTED  
 AR1408  ___________________________________________________________________
 AR1408  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR1408  DYNAMIC HT  -           6.420 (meters)      21.06  (feet)  COMP
 AR1408  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 AR1408
 AR1408  VERT ORDER  -  SECOND    CLASS I
 AR1408
 AR1408.The horizontal coordinates were scaled from a topographic map and have
 AR1408.an estimated accuracy of +/- 6 seconds.
 AR1408
 AR1408.The orthometric height was determined by differential leveling
 AR1408.and adjusted by the National Geodetic Survey in June 1991..
 AR1408
 AR1408.The geoid height was determined by GEOID03.
 AR1408
 AR1408.The dynamic height is computed by dividing the NAVD 88
 AR1408.geopotential number by the normal gravity value computed on the
 AR1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1408.degrees latitude (g = 980.6199 gals.).
 AR1408
 AR1408.The modeled gravity was interpolated from observed gravity values.
 AR1408
 AR1408;                    North         East    Units  Estimated Accuracy
 AR1408;SPC FL N     -    62,150.      746,370.      MT  (+/- 180 meters Scaled)
 AR1408
 AR1408                          SUPERSEDED SURVEY CONTROL
 AR1408
 AR1408.No superseded survey control is available for this station.
 AR1408
 AR1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN072707(NAD 83)
 AR1408_MARKER: DB = BENCH MARK DISK
 AR1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1408_SP_SET: CONCRETE POST
 AR1408_STAMPING: DNR A3
 AR1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1408+STABILITY: SURFACE MOTION
 AR1408
 AR1408  HISTORY     - Date     Condition        Report By
 AR1408  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1408  HISTORY     - 19940812 GOOD             USPSQD
 AR1408
 AR1408                          STATION DESCRIPTION
 AR1408
 AR1408'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1408'3.6 MI SW FROM OLD TOWN.
 AR1408'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1408'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT 3.6
 AR1408'MILES.
 AR1408'ABOUT 51.3 FEET WEST OF CENTERLINE OF SR349 ABOUT 90 FEET NORTH OF A
 AR1408'POWER POLE.
 AR1408'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1408'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1408
 AR1408                          STATION RECOVERY (1994)
 AR1408
 AR1408'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0474 ***********************************************************************
 BC0474  DESIGNATION -  A 30
 BC0474  PID         -  BC0474
 BC0474  STATE/COUNTY-  FL/DUVAL
 BC0474  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC0474
 BC0474                         *CURRENT SURVEY CONTROL
 BC0474  ___________________________________________________________________
 BC0474* NAD 83(1986)-  30 22 22.     (N)    081 24 00.     (W)     SCALED    
 BC0474* NAVD 88     -         2.171  (meters)       7.12   (feet)  ADJUSTED  
 BC0474  ___________________________________________________________________
 BC0474  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC0474  DYNAMIC HT  -           2.168 (meters)       7.11  (feet)  COMP
 BC0474  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 BC0474
 BC0474  VERT ORDER  -  FIRST     CLASS II
 BC0474
 BC0474.The horizontal coordinates were scaled from a topographic map and have
 BC0474.an estimated accuracy of +/- 6 seconds.
 BC0474
 BC0474.The orthometric height was determined by differential leveling
 BC0474.and adjusted by the National Geodetic Survey in June 1991..
 BC0474
 BC0474.The geoid height was determined by GEOID03.
 BC0474
 BC0474.The dynamic height is computed by dividing the NAVD 88
 BC0474.geopotential number by the normal gravity value computed on the
 BC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0474.degrees latitude (g = 980.6199 gals.).
 BC0474
 BC0474.The modeled gravity was interpolated from observed gravity values.
 BC0474
 BC0474;                    North         East    Units  Estimated Accuracy
 BC0474;SPC FL E     -   669,260.      161,550.      MT  (+/- 180 meters Scaled)
 BC0474
 BC0474                          SUPERSEDED SURVEY CONTROL
 BC0474
 BC0474  NGVD 29 (??/??/92)    2.51   (m)            8.2    (f) COMPUTED    1 2
 BC0474
 BC0474.Superseded values are not recommended for survey control.
 BC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0474.See file dsdata.txt to determine how the superseded data were derived.
 BC0474
 BC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP615601(NAD 83)
 BC0474_MARKER: DB = BENCH MARK DISK
 BC0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0474_STAMPING: 8.235 A30 1932
 BC0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0474+STABILITY: SURFACE MOTION
 BC0474
 BC0474  HISTORY     - Date     Condition        Report By
 BC0474  HISTORY     - 1932     MONUMENTED       CGS
 BC0474  HISTORY     - 1948     GOOD             NGS
 BC0474  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0474  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 BC0474
 BC0474                          STATION DESCRIPTION
 BC0474
 BC0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BC0474'3 MI SE FROM MAYPORT.
 BC0474'3.0 MILES SOUTHEAST ALONG THE ABANDONED LINE OF THE FLORIDA
 BC0474'EAST COAST RAILWAY FROM MAYPORT, DUVAL COUNTY, 78 FEET NORTH OF
 BC0474'MILEPOST 23, ABOUT 300 YARDS WEST OF THE BEACH, AT THE CROSSING
 BC0474'OF A DIRT ROAD LEADING TO THE BEACH, 36 FEET EAST OF THE CENTER
 BC0474'LINE OF THE TRACK, AND 15 FEET NORTH OF THE CENTER LINE OF THE
 BC0474'ROAD.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY
 BC0474'BE REACHED FROM THE INTERSECTION OF OCEAN STREET AND PALMER
 BC0474'AVENUE AT MAYPORT BY PROCEEDING SOUTHEAST ALONG AN ASPHALT ROAD
 BC0474'FOR 2-1/4 MILES, THEN FOLLOWING A NARROW WOODS ROAD (GRADED,
 BC0474'APPEARS TO BE AN OLD RAILROAD BED) FOR 0.6 MILE TO THE CROSSING
 BC0474'OF THE ABANDONED FLORIDA EAST COAST RAILWAY (IDENTIFIED BY
 BC0474'ASPHALT APRONS ON EACH SIDE OF THE HIGHWAY).
 BC0474
 BC0474                          STATION RECOVERY (1970)
 BC0474
 BC0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0474'MARK NOT FOUND.
 BC0474
 BC0474                          STATION RECOVERY (1993)
 BC0474
 BC0474'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0580 ***********************************************************************
 BE0580  DESIGNATION -  A 300
 BE0580  PID         -  BE0580
 BE0580  STATE/COUNTY-  FL/WASHINGTON
 BE0580  USGS QUAD   -  BRUCE (1982)
 BE0580
 BE0580                         *CURRENT SURVEY CONTROL
 BE0580  ___________________________________________________________________
 BE0580* NAD 83(1986)-  30 26 41.     (N)    085 52 40.     (W)     SCALED    
 BE0580* NAVD 88     -        18.810  (meters)      61.71   (feet)  ADJUSTED  
 BE0580  ___________________________________________________________________
 BE0580  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE0580  DYNAMIC HT  -          18.785 (meters)      61.63  (feet)  COMP
 BE0580  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 BE0580
 BE0580  VERT ORDER  -  FIRST     CLASS I
 BE0580
 BE0580.The horizontal coordinates were scaled from a topographic map and have
 BE0580.an estimated accuracy of +/- 6 seconds.
 BE0580
 BE0580.The orthometric height was determined by differential leveling
 BE0580.and adjusted by the National Geodetic Survey in June 1991..
 BE0580
 BE0580.The geoid height was determined by GEOID03.
 BE0580
 BE0580.The dynamic height is computed by dividing the NAVD 88
 BE0580.geopotential number by the normal gravity value computed on the
 BE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0580.degrees latitude (g = 980.6199 gals.).
 BE0580
 BE0580.The modeled gravity was interpolated from observed gravity values.
 BE0580
 BE0580;                    North         East    Units  Estimated Accuracy
 BE0580;SPC FL N     -   160,950.      467,670.      MT  (+/- 180 meters Scaled)
 BE0580
 BE0580                          SUPERSEDED SURVEY CONTROL
 BE0580
 BE0580  NGVD 29 (??/??/92)   18.942  (m)           62.15   (f) ADJ UNCH    1 1
 BE0580
 BE0580.Superseded values are not recommended for survey control.
 BE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0580.See file dsdata.txt to determine how the superseded data were derived.
 BE0580
 BE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU077686(NAD 83)
 BE0580_MARKER: DB = BENCH MARK DISK
 BE0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE0580_SP_SET: 72 FEET
 BE0580_STAMPING: A 300 1967
 BE0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0580
 BE0580  HISTORY     - Date     Condition        Report By
 BE0580  HISTORY     - 1967     MONUMENTED       CGS
 BE0580  HISTORY     - 1985     GOOD             USPSQD
 BE0580  HISTORY     - 1987     GOOD             USPSQD
 BE0580  HISTORY     - 1989     GOOD             USPSQD
 BE0580  HISTORY     - 1990     GOOD             USPSQD
 BE0580  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 BE0580
 BE0580                          STATION DESCRIPTION
 BE0580
 BE0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0580'AT EBRO.
 BE0580'AT EBRO, IN SECTION 31, R 16 W, T 1 N, 0.45 MILE NORTHWEST
 BE0580'ALONG STATE HIGHWAY 20 FROM THE SOUTH END OF THE JUNCTION OF
 BE0580'STATE HIGHWAY 20 AND 79, 103 FEET NORTHEAST OF THE CENTER OF
 BE0580'THE JUNCTION OF THE TWO LEGS OF STATE HIGHWAY 20 WHICH JUNCTIONS
 BE0580'WITH STATE HIGHWAY 79, 57 1/2 FEET NORTH OF THE CENTER LINE
 BE0580'OF THE NORTH LEG OF STATE HIGHWAY 20, 15 1/2 FEET NORTHWEST OF
 BE0580'POWER LINE POLE NO. Y 8, 14 1/2 FEET WEST OF A FENCE CORNER,
 BE0580'0.6 FOOT SOUTH OF A FENCE LINE, 1.2 FEET WEST OF A METAL WITNESS
 BE0580'POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 BE0580'THE TOP OF A COPPER COATED STEEL ROD PROJECTING 0.3 FOOT ABOVE
 BE0580'THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE
 BE0580'WHICH PROJECTS 0.6 FOOT ABOVE THE LEVEL OF THE GROUND.  THE ROD
 BE0580'WAS DRIVEN TO A DEPTH OF 72 FEET.
 BE0580
 BE0580                          STATION RECOVERY (1985)
 BE0580
 BE0580'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0580'RECOVERED IN GOOD CONDITION.
 BE0580
 BE0580                          STATION RECOVERY (1987)
 BE0580
 BE0580'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE0580'RECOVERED IN GOOD CONDITION.
 BE0580
 BE0580                          STATION RECOVERY (1989)
 BE0580
 BE0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0580'RECOVERED IN GOOD CONDITION.
 BE0580
 BE0580                          STATION RECOVERY (1990)
 BE0580
 BE0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (LJR)
 BE0580'RECOVERED IN GOOD CONDITION.
 BE0580
 BE0580                          STATION RECOVERY (2002)
 BE0580
 BE0580'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5881 ***********************************************************************
 AC5881  DESIGNATION -  A 300
 AC5881  PID         -  AC5881
 AC5881  STATE/COUNTY-  FL/ALACHUA
 AC5881  USGS QUAD   -  ARCHER (1993)
 AC5881
 AC5881                         *CURRENT SURVEY CONTROL
 AC5881  ___________________________________________________________________
 AC5881* NAD 83(1999)-  29 33 58.94674(N)    082 31 20.05288(W)     ADJUSTED  
 AC5881* NAVD 88     -        22.8    (meters)      75.     (feet)  GPS OBS   
 AC5881  ___________________________________________________________________
 AC5881  X           -     722,561.691 (meters)                     COMP
 AC5881  Y           -  -5,504,909.662 (meters)                     COMP
 AC5881  Z           -   3,128,653.581 (meters)                     COMP
 AC5881  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AC5881  ELLIP HEIGHT-          -4.95  (meters)          (05/31/01) GPS OBS
 AC5881  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AC5881
 AC5881  HORZ ORDER  -  FIRST
 AC5881  ELLP ORDER  -  FOURTH    CLASS I
 AC5881
 AC5881.The horizontal coordinates were established by GPS observations
 AC5881.and adjusted by the National Geodetic Survey in May 2001..
 AC5881
 AC5881.The orthometric height was determined by GPS observations and a
 AC5881.high-resolution geoid model.
 AC5881
 AC5881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5881
 AC5881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5881
 AC5881.The ellipsoidal height was determined by GPS observations
 AC5881.and is referenced to NAD 83.
 AC5881
 AC5881.The geoid height was determined by GEOID03.
 AC5881
 AC5881;                    North         East     Units Scale Factor Converg.
 AC5881;SPC FL N     -    64,443.786   791,642.127   MT  1.00000304   +0 59 38.0
 AC5881;SPC FL N     -   211,429.32  2,597,245.88   sFT  1.00000304   +0 59 38.0
 AC5881;UTM  17      - 3,271,704.372   352,540.729   MT  0.99986830   -0 45 04.5
 AC5881
 AC5881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5881!SPC FL N     -   1.00000078  x   1.00000304  =   1.00000382
 AC5881!UTM  17      -   1.00000078  x   0.99986830  =   0.99986908
 AC5881
 AC5881                          SUPERSEDED SURVEY CONTROL
 AC5881
 AC5881  NAD 83(1990)-  29 33 58.94542(N)    082 31 20.05245(W) AD(       ) 1
 AC5881  ELLIP H (01/28/97)   -4.88   (m)                       GP(       ) 3 1
 AC5881
 AC5881.Superseded values are not recommended for survey control.
 AC5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5881.See file dsdata.txt to determine how the superseded data were derived.
 AC5881
 AC5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5254171704(NAD 83)
 AC5881_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5881_STAMPING: A 300 1996
 AC5881_MARK LOGO: NGS   
 AC5881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5881+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC5881
 AC5881  HISTORY     - Date     Condition        Report By
 AC5881  HISTORY     - 1996     MONUMENTED       DCJOHN
 AC5881
 AC5881                          STATION DESCRIPTION
 AC5881
 AC5881'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS)
 AC5881'THE STATION IS LOCATED APPROXIMATELY 2 MI (3.2 KM) NORTH OF ARCHER AND
 AC5881'7.5 MI (12.1 KM) SOUTHEAST OF NEWBERRY.-- TO REACH THE STATION FROM
 AC5881'THE INTERSECTION OF US HIGHWAY 41 (ALSO KNOWN AS US HIGHWAY ALTERNATE
 AC5881'27) AND STATE ROAD 24, PROCEED NORTHWEST ON US HIGHWAY 41 FOR 0.7 MI
 AC5881'(1.1 KM) TO INTERSECTION WITH COUNTY ROAD 241 (ALSO KNOWN AS SOUTHWEST
 AC5881'170TH STREET) .  PROCEED NORTH ON COUNTY ROAD 241 FOR 1.45 MI (2.33
 AC5881'KM) TO INTERSECTION WITH PECAN ROAD (ALSO KNOWN AS SOUTHWEST 95TH
 AC5881'AVENUE) , PROCEED EAST ON PECAN ROAD FOR 0.15 MI (0.24 KM) TO THE
 AC5881'STATION ON THE RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE
 AC5881'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT (0.1 M)
 AC5881'BELOW THE GROUND.  THE STATION IS 31 FT (9.4 M) SOUTH OF THE
 AC5881'CENTERLINE OF PECAN ROAD, 9 FT (2.7 M) NORTH OF A BARBED WIRE FENCE
 AC5881'AND 7.2 FT (2.2 M) NORTH OF A WITNESS POST.-- REFERENCES-- NAIL AND
 AC5881'DISC (LB4514) , SET IN A POWER POLE, SOUTH 85 DEGREES EAST AT 171.47
 AC5881'FT (52.26 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, NORTH 88
 AC5881'DEGREES WEST AT 231.26 FT (70.49 M) - NAIL AND DISC (LB4514) , SET IN
 AC5881'A 10 INCH OAK TREE, NORTH 02 DEGREES WEST AT 71.70 FT (21.85 M) -
 AC5881'NORTH 78 DEGREES WEST AT 40.4 FT (12.3 M) TO A SPEED LIMIT SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0788 ***********************************************************************
 AQ0788  DESIGNATION -  A 301
 AQ0788  PID         -  AQ0788
 AQ0788  STATE/COUNTY-  FL/MARION
 AQ0788  USGS QUAD   -  FARLES LAKE (1994)
 AQ0788
 AQ0788                         *CURRENT SURVEY CONTROL
 AQ0788  ___________________________________________________________________
 AQ0788* NAD 83(1986)-  29 05 31.     (N)    081 42 30.     (W)     SCALED    
 AQ0788* NAVD 88     -        28.247  (meters)      92.67   (feet)  ADJUSTED  
 AQ0788  ___________________________________________________________________
 AQ0788  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AQ0788  DYNAMIC HT  -          28.207 (meters)      92.54  (feet)  COMP
 AQ0788  MODELED GRAV-     979,227.8   (mgal)                       NAVD 88
 AQ0788
 AQ0788  VERT ORDER  -  FIRST     CLASS II
 AQ0788
 AQ0788.The horizontal coordinates were scaled from a topographic map and have
 AQ0788.an estimated accuracy of +/- 6 seconds.
 AQ0788
 AQ0788.The orthometric height was determined by differential leveling
 AQ0788.and adjusted by the National Geodetic Survey in June 1991..
 AQ0788
 AQ0788.Photographs are available for this station.
 AQ0788
 AQ0788.The geoid height was determined by GEOID03.
 AQ0788
 AQ0788.The dynamic height is computed by dividing the NAVD 88
 AQ0788.geopotential number by the normal gravity value computed on the
 AQ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0788.degrees latitude (g = 980.6199 gals.).
 AQ0788
 AQ0788.The modeled gravity was interpolated from observed gravity values.
 AQ0788
 AQ0788;                    North         East    Units  Estimated Accuracy
 AQ0788;SPC FL W     -   527,260.      228,390.      MT  (+/- 180 meters Scaled)
 AQ0788
 AQ0788                          SUPERSEDED SURVEY CONTROL
 AQ0788
 AQ0788  NGVD 29 (??/??/92)   28.568  (m)           93.73   (f) ADJ UNCH    1 2
 AQ0788
 AQ0788.Superseded values are not recommended for survey control.
 AQ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0788.See file dsdata.txt to determine how the superseded data were derived.
 AQ0788
 AQ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN310183(NAD 83)
 AQ0788_MARKER: DB = BENCH MARK DISK
 AQ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0788_STAMPING: A 301 1968
 AQ0788_MARK LOGO: CGS   
 AQ0788_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0788+STABILITY: SURFACE MOTION
 AQ0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0788+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AQ0788
 AQ0788  HISTORY     - Date     Condition        Report By
 AQ0788  HISTORY     - 1968     MONUMENTED       CGS
 AQ0788  HISTORY     - 20040415 GOOD             FLDEP
 AQ0788
 AQ0788                          STATION DESCRIPTION
 AQ0788
 AQ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0788'12.7 MI NW FROM ALTOONA.
 AQ0788'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0788'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT
 AQ0788'4.35 MILES WEST ALONG FOREST SERVICE ROAD 73, THENCE ABOUT 2.95
 AQ0788'MILES NORTH ALONG FOREST SERVICE ROAD 65, NEAR THE INTERSECTION
 AQ0788'OF FOREST SERVICE ROAD ALTERNATE 95, 31 FEET EAST OF THE CENTER
 AQ0788'LINE OF FOREST SERVICE ROAD 65, 28 FEET NORTH OF THE CENTER LINE
 AQ0788'OF FOREST SERVICE ROAD ALTERNATE 95, 11 FEET SOUTH OF A FENCE
 AQ0788'ACROSS FOREST SERVICE ROAD ALTERNATE 95, 2 FEET WEST OF A METAL
 AQ0788'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP
 AQ0788'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 AQ0788'GROUND.
 AQ0788
 AQ0788                          STATION RECOVERY (2004)
 AQ0788
 AQ0788'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0788'THE MARK IS ABOUT 11.5 MI SOUTHWEST OF ASTOR, IN SECTION 21, TOWNSHIP
 AQ0788'16 SOUTH, RANGE 26  EAST.
 AQ0788' 
 AQ0788'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 AQ0788'ROAD 19, ABOUT 6.0  MI WEST OF ASTOR, GO SOUTH ON STATE ROAD 19 FOR
 AQ0788'5.9 MI TO THE JUNCTION OF FOREST ROAD  NUMBER 595 ON THE RIGHT, TURN
 AQ0788'RIGHT ON FOREST ROAD NUMBER 595 AND GO WEST ON FOR 5.0  MI TO THE
 AQ0788'JUNCTION OF FOREST ROAD NUMBER 584 ON THE RIGHT AND AN ENTRANCE GATE
 AQ0788'TO A  U.S. NAVAL BOMBING RANGE, TURN LEFT ON FOREST ROAD NUMBER 595
 AQ0788'AND GO SOUTH FOR 1.0 MI  TO A 90 DEGREE RIGHT TURN, CONTINUE THRU THE
 AQ0788'CURVE AND GO WEST FOR 1.1 MI TO THE  JUNCTION OF FOREST ROAD NUMBER
 AQ0788'566 ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE  TOP OF A ROUND
 AQ0788'CONCRETE MONUMENT PROJECTING 0.3 FT ABOVE THE LEVEL OF THE GROUND AND
 AQ0788'LEVEL WITH FOREST ROAD 595.
 AQ0788' 
 AQ0788'LOCATED 31.0 FT EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF FOREST
 AQ0788'ROAD NUMBER 566,  28.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF
 AQ0788'FOREST ROAD NUMBER 595 AND 2.0 FT WEST  OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5882 ***********************************************************************
 AC5882  DESIGNATION -  A 301
 AC5882  PID         -  AC5882
 AC5882  STATE/COUNTY-  FL/ALACHUA
 AC5882  USGS QUAD   -  GAINESVILLE WEST (1993)
 AC5882
 AC5882                         *CURRENT SURVEY CONTROL
 AC5882  ___________________________________________________________________
 AC5882* NAD 83(1999)-  29 42 58.97559(N)    082 27 59.04314(W)     ADJUSTED  
 AC5882* NAVD 88     -        44.2    (meters)     145.     (feet)  GPS OBS   
 AC5882  ___________________________________________________________________
 AC5882  X           -     726,850.255 (meters)                     COMP
 AC5882  Y           -  -5,496,068.614 (meters)                     COMP
 AC5882  Z           -   3,143,116.031 (meters)                     COMP
 AC5882  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AC5882  ELLIP HEIGHT-          16.37  (meters)          (05/31/01) GPS OBS
 AC5882  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AC5882
 AC5882  HORZ ORDER  -  FIRST
 AC5882  ELLP ORDER  -  FOURTH    CLASS I
 AC5882
 AC5882.The horizontal coordinates were established by GPS observations
 AC5882.and adjusted by the National Geodetic Survey in May 2001..
 AC5882
 AC5882.The orthometric height was determined by GPS observations and a
 AC5882.high-resolution geoid model.
 AC5882
 AC5882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5882
 AC5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5882
 AC5882.The ellipsoidal height was determined by GPS observations
 AC5882.and is referenced to NAD 83.
 AC5882
 AC5882.The geoid height was determined by GEOID03.
 AC5882
 AC5882;                    North         East     Units Scale Factor Converg.
 AC5882;SPC FL N     -    81,164.012   796,755.427   MT  0.99997919   +1 01 19.0
 AC5882;SPC FL N     -   266,285.60  2,614,021.76   sFT  0.99997919   +1 01 19.0
 AC5882;UTM  17      - 3,288,258.743   358,160.664   MT  0.99984823   -0 43 37.3
 AC5882
 AC5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5882!SPC FL N     -   0.99999743  x   0.99997919  =   0.99997662
 AC5882!UTM  17      -   0.99999743  x   0.99984823  =   0.99984566
 AC5882
 AC5882                          SUPERSEDED SURVEY CONTROL
 AC5882
 AC5882  NAD 83(1990)-  29 42 58.97433(N)    082 27 59.04281(W) AD(       ) 1
 AC5882  ELLIP H (01/28/97)   16.42   (m)                       GP(       ) 3 1
 AC5882
 AC5882.Superseded values are not recommended for survey control.
 AC5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5882.See file dsdata.txt to determine how the superseded data were derived.
 AC5882
 AC5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5816188259(NAD 83)
 AC5882_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC5882_SP_SET: CONC WINGWALL OF OVERPASS BRIDGE
 AC5882_STAMPING: AZIMUTH A301 1996
 AC5882_MARK LOGO: NGS   
 AC5882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5882+STABILITY: SURFACE MOTION
 AC5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5882+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC5882
 AC5882  HISTORY     - Date     Condition        Report By
 AC5882  HISTORY     - 1996     MONUMENTED       DCJOHN
 AC5882
 AC5882                          STATION DESCRIPTION
 AC5882
 AC5882'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS)
 AC5882'THE STATION IS LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTH-SOUTHEAST OF
 AC5882'ALACHUA, 9.5 MI (15.3 KM) NORTHEAST OF NEWBERRY AND 5.5 MI (8.9 KM)
 AC5882'WEST OF GAINESVILLE.-- THE STATION IS LOCATED IN THE SOUTHWEST CORNER
 AC5882'OF THE OVERPASS BRIDGE AT THE JUNCTION OF INTERSTATE 75 AND COUNTY
 AC5882'ROAD 232, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE WEST
 AC5882'CONCRETE WINGWALL OF SAID OVERPASS BRIDGE.  THE STATION IS 14.5 FT
 AC5882'(4.4 M) SOUTH OF THE CENTERLINE OF STATE ROAD 232, 48.1 FT (14.7 M)
 AC5882'EAST-NORTHEAST OF THE WEST END OF GUARDRAIL, 14.06 FT (4.29 M)
 AC5882'NORTHWEST OF FLORIDA DEPARTMENT OF TRANSPORTATION BENCHMARK IN
 AC5882'CONCRETE GUARDRAIL (STAMPED 175 Q6) , 3.1 FT (0.9 M) NORTH OF THE
 AC5882'SOUTH BACK OF CURB AND 4.3 FT (1.3 M) NORTH OF A WITNESS POST-
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0137 ***********************************************************************
 BG0137  TIDAL BM    -  This is a Tidal Bench Mark.
 BG0137  DESIGNATION -  A 302
 BG0137  PID         -  BG0137
 BG0137  STATE/COUNTY-  FL/ESCAMBIA
 BG0137  USGS QUAD   -  PACE (1994)
 BG0137
 BG0137                         *CURRENT SURVEY CONTROL
 BG0137  ___________________________________________________________________
 BG0137* NAD 83(1986)-  30 30 47.     (N)    087 09 53.     (W)     SCALED    
 BG0137* NAVD 88     -         3.065  (meters)      10.06   (feet)  ADJUSTED  
 BG0137  ___________________________________________________________________
 BG0137  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG0137  DYNAMIC HT  -           3.061 (meters)      10.04  (feet)  COMP
 BG0137  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG0137  OBS GRAVITY -     979,358.4   (mgal)                       GRAV_OBS
 BG0137
 BG0137  VERT ORDER  -  FIRST     CLASS I
 BG0137
 BG0137.The horizontal coordinates were scaled from a topographic map and have
 BG0137.an estimated accuracy of +/- 6 seconds.
 BG0137
 BG0137.The orthometric height was determined by differential leveling
 BG0137.and adjusted by the National Geodetic Survey in June 1991..
 BG0137.WARNING-Repeat measurements at this control monument indicate possible
 BG0137.vertical movement.
 BG0137
 BG0137.This Tidal Bench Mark is designated as VM 10259
 BG0137.by the Center for Operational Oceanographic Products and Services.
 BG0137
 BG0137.The geoid height was determined by GEOID03.
 BG0137
 BG0137.The dynamic height is computed by dividing the NAVD 88
 BG0137.geopotential number by the normal gravity value computed on the
 BG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0137.degrees latitude (g = 980.6199 gals.).
 BG0137
 BG0137.The modeled gravity was interpolated from observed gravity values.
 BG0137.The observed gravity was obtained from relative gravimeter ties
 BG0137.to the IGSN71 gravity network.
 BG0137
 BG0137;                    North         East    Units  Estimated Accuracy
 BG0137;SPC FL N     -   170,710.      344,260.      MT  (+/- 180 meters Scaled)
 BG0137
 BG0137                          SUPERSEDED SURVEY CONTROL
 BG0137
 BG0137  NGVD 29 (??/??/??)    3.014  (m)            9.89   (f) ADJUSTED    1 1
 BG0137
 BG0137.Superseded values are not recommended for survey control.
 BG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0137.See file dsdata.txt to determine how the superseded data were derived.
 BG0137
 BG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU841756(NAD 83)
 BG0137_MARKER: DB = BENCH MARK DISK
 BG0137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG0137_SP_SET: CULVERT HEADWALL
 BG0137_STAMPING: A 302 1968
 BG0137_MARK LOGO: CGS   
 BG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0137+STABILITY: SURFACE MOTION
 BG0137
 BG0137  HISTORY     - Date     Condition        Report By
 BG0137  HISTORY     - 1968     MONUMENTED       CGS
 BG0137  HISTORY     - 1980     GOOD             NGS
 BG0137  HISTORY     - 1981     GOOD             LOCSUR
 BG0137  HISTORY     - 1985     GOOD             FLDNR
 BG0137
 BG0137                          STATION DESCRIPTION
 BG0137
 BG0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG0137'9 MI NE FROM PENSACOLA.
 BG0137'8.85 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0137'FROM THE STATION AT PENSACOLA, THENCE 0.1 MILE WEST ALONG A
 BG0137'SPUR TRACK LEADING TO WESTING HOUSE PLANT, AT THE CROSSING OF
 BG0137'U.S. HIGHWAY 90 AND THE SPUR TRACK, SET IN THE TOP OF THE NORTH
 BG0137'END OF THE EAST CONCRETE HEADWALL OF A 22-FOOT CULVERT WITH A
 BG0137'PARTITION, 32.0 FEET SOUTH OF THE SOUTH TRACK OF THE SPUR LINE,
 BG0137'22.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 BG0137'WITH THE HIGHWAY.  MARK CAN ALSO BE REACHED BY GOING 5.0 MILES
 BG0137'EAST ALONG U.S. HIGHWAY 90 (ALT.) FROM THE U.S. HWY 29 OVERPASS
 BG0137'AT ENSLEY, THENCE 2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 90.
 BG0137
 BG0137                          STATION RECOVERY (1980)
 BG0137
 BG0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BG0137'RECOVERED IN GOOD CONDITION.
 BG0137
 BG0137                          STATION RECOVERY (1981)
 BG0137
 BG0137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BG0137'RECOVERED IN GOOD CONDITION.
 BG0137
 BG0137                          STATION RECOVERY (1985)
 BG0137
 BG0137'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5883 ***********************************************************************
 AC5883  DESIGNATION -  A 302
 AC5883  PID         -  AC5883
 AC5883  STATE/COUNTY-  FL/ALACHUA
 AC5883  USGS QUAD   -  HIGH SPRINGS (1993)
 AC5883
 AC5883                         *CURRENT SURVEY CONTROL
 AC5883  ___________________________________________________________________
 AC5883* NAD 83(1999)-  29 52 25.62901(N)    082 32 34.04047(W)     ADJUSTED  
 AC5883* NAVD 88     -        44.7    (meters)     147.     (feet)  GPS OBS   
 AC5883  ___________________________________________________________________
 AC5883  X           -     718,396.910 (meters)                     COMP
 AC5883  Y           -  -5,488,436.384 (meters)                     COMP
 AC5883  Z           -   3,158,257.745 (meters)                     COMP
 AC5883  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AC5883  ELLIP HEIGHT-          16.62  (meters)          (05/31/01) GPS OBS
 AC5883  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AC5883
 AC5883  HORZ ORDER  -  FIRST
 AC5883  ELLP ORDER  -  FOURTH    CLASS I
 AC5883
 AC5883.The horizontal coordinates were established by GPS observations
 AC5883.and adjusted by the National Geodetic Survey in May 2001..
 AC5883
 AC5883.The orthometric height was determined by GPS observations and a
 AC5883.high-resolution geoid model.
 AC5883
 AC5883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5883
 AC5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5883
 AC5883.The ellipsoidal height was determined by GPS observations
 AC5883.and is referenced to NAD 83.
 AC5883
 AC5883.The geoid height was determined by GEOID03.
 AC5883
 AC5883;                    North         East     Units Scale Factor Converg.
 AC5883;SPC FL N     -    98,479.611   789,065.945   MT  0.99996147   +0 59 00.8
 AC5883;SPC FL N     -   323,095.19  2,588,793.85   sFT  0.99996147   +0 59 00.8
 AC5883;UTM  17      - 3,305,799.249   351,004.499   MT  0.99987390   -0 46 06.9
 AC5883
 AC5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5883!SPC FL N     -   0.99999739  x   0.99996147  =   0.99995886
 AC5883!UTM  17      -   0.99999739  x   0.99987390  =   0.99987129
 AC5883
 AC5883                          SUPERSEDED SURVEY CONTROL
 AC5883
 AC5883  NAD 83(1990)-  29 52 25.62770(N)    082 32 34.04009(W) AD(       ) 1
 AC5883  ELLIP H (01/28/97)   16.68   (m)                       GP(       ) 3 1
 AC5883
 AC5883.Superseded values are not recommended for survey control.
 AC5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5883.See file dsdata.txt to determine how the superseded data were derived.
 AC5883
 AC5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5100405799(NAD 83)
 AC5883_MARKER: DD = SURVEY DISK
 AC5883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5883_SP_SET: SET IN A MASSIVE STRUCTURE
 AC5883_STAMPING: A 302 1996
 AC5883_MARK LOGO: NGS   
 AC5883_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5883+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 AC5883
 AC5883  HISTORY     - Date     Condition        Report By
 AC5883  HISTORY     - 1996     MONUMENTED       DCJOHN
 AC5883  HISTORY     - 19970502 GOOD             DCJOHN
 AC5883
 AC5883                          STATION DESCRIPTION
 AC5883
 AC5883'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS)
 AC5883'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) NORTH NORTHWEST
 AC5883'OF ALACHUA, 16.5 MI (26.6 KM) NORTH NORTHEAST OF NEWBERRY AND 5 MI
 AC5883'(8.0 KM) NORTHEAST OF HIGH SPRINGS.-- THE STATION IS LOCATED IN THE
 AC5883'SOUTHWEST CORNER OF THE OVERPASS BRIDGE AT THE JUNCTIONM OF INTERSTATE
 AC5883'75 AND COUNTY ROAD 236, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN
 AC5883'THE WEST CONCRETE WINGWALL OF SAID OVERPASS BRIDGE.  THE STATION IS
 AC5883'16.9 FT (5.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE ROAD 236
 AC5883'AND 2.8 FT (0.9 M) NORTHEAST OF A WITNESS POST.- REFERENCES--
 AC5883'BENCHMARK (I75 U1) , SET IN CONCRETE GUARDRAIL, NORTH 40 DEGREES EAST
 AC5883'AT 6.7 FT (2.0 M) - SOUTH 20 DEGREES WEST AT 2.0 FT,TO WEST END OF
 AC5883'CONCRETE GUARDRAIL - SOUTH 35 DEGREES WEST AT 63.5 FT,TO A STORM WATER
 AC5883'MAN HOLE -
 AC5883
 AC5883                          STATION RECOVERY (1997)
 AC5883
 AC5883'RECOVERY NOTE BY DC JOHNSON ASSOC 1997 (CHX)
 AC5883'RECOVERY NOTE BY DC JOHNSON ASSOC (CHX) THE STATION WAS RECOVERED AS
 AC5883'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0125 ***********************************************************************
 BG0125  DESIGNATION -  A 303
 BG0125  PID         -  BG0125
 BG0125  STATE/COUNTY-  FL/ESCAMBIA
 BG0125  USGS QUAD   -  CANTONMENT (1987)
 BG0125
 BG0125                         *CURRENT SURVEY CONTROL
 BG0125  ___________________________________________________________________
 BG0125* NAD 83(1986)-  30 31 59.     (N)    087 20 38.     (W)     SCALED    
 BG0125* NAVD 88     -        13.879  (meters)      45.53   (feet)  ADJUSTED  
 BG0125  ___________________________________________________________________
 BG0125  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BG0125  DYNAMIC HT  -          13.861 (meters)      45.48  (feet)  COMP
 BG0125  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BG0125
 BG0125  VERT ORDER  -  FIRST     CLASS I
 BG0125
 BG0125.The horizontal coordinates were scaled from a topographic map and have
 BG0125.an estimated accuracy of +/- 6 seconds.
 BG0125
 BG0125.The orthometric height was determined by differential leveling
 BG0125.and adjusted by the National Geodetic Survey in June 1991..
 BG0125
 BG0125.The geoid height was determined by GEOID03.
 BG0125
 BG0125.The dynamic height is computed by dividing the NAVD 88
 BG0125.geopotential number by the normal gravity value computed on the
 BG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0125.degrees latitude (g = 980.6199 gals.).
 BG0125
 BG0125.The modeled gravity was interpolated from observed gravity values.
 BG0125
 BG0125;                    North         East    Units  Estimated Accuracy
 BG0125;SPC FL N     -   173,340.      327,120.      MT  (+/- 180 meters Scaled)
 BG0125
 BG0125                          SUPERSEDED SURVEY CONTROL
 BG0125
 BG0125  NGVD 29 (??/??/??)   13.830  (m)           45.37   (f) ADJUSTED    1 1
 BG0125
 BG0125.Superseded values are not recommended for survey control.
 BG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0125.See file dsdata.txt to determine how the superseded data were derived.
 BG0125
 BG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU670779(NAD 83)
 BG0125_MARKER: DB = BENCH MARK DISK
 BG0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG0125_SP_SET: RIDGE ABUTMENT
 BG0125_STAMPING: A 303 1968
 BG0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG0125
 BG0125  HISTORY     - Date     Condition        Report By
 BG0125  HISTORY     - 1968     MONUMENTED       CGS
 BG0125  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 BG0125
 BG0125                          STATION DESCRIPTION
 BG0125
 BG0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG0125'3.8 MI W FROM ENSLEY.
 BG0125'3.8 MILES WEST ALONG U.S. HIGHWAY 90 ALT. FROM THE U.S. HIGHWAY
 BG0125'29 OVERPASS AT ENSLEY, 0.5 MILE WEST OF INTERSTATE 10 OVERPASS,
 BG0125'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 BG0125'A BRIDGE OVER ELEVENMILE CREEK, 2.0 FEET SOUTH OF THE NORTH END,
 BG0125'16.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1.0 FOOT
 BG0125'ABOVE THE LEVEL OF THE HIGHWAY.
 BG0125
 BG0125                          STATION RECOVERY (2004)
 BG0125
 BG0125'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG0125'BRIDGE HAS BEEN REBUILT SINCE LAST INSPECTION. A FLORIDA SURVEY MARK
 BG0125'REPLACES THE CGS OR NONE EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2854 ***********************************************************************
 AK2854  DESIGNATION -  A 304
 AK2854  PID         -  AK2854
 AK2854  STATE/COUNTY-  FL/BREVARD
 AK2854  USGS QUAD   -  EAU GALLIE (1988)
 AK2854
 AK2854                         *CURRENT SURVEY CONTROL
 AK2854  ___________________________________________________________________
 AK2854* NAD 83(1986)-  28 12 45.     (N)    080 38 27.     (W)     SCALED    
 AK2854* NAVD 88     -         2.273  (meters)       7.46   (feet)  ADJUSTED  
 AK2854  ___________________________________________________________________
 AK2854  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2854  DYNAMIC HT  -           2.269 (meters)       7.44  (feet)  COMP
 AK2854  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AK2854
 AK2854  VERT ORDER  -  SECOND    CLASS 0
 AK2854
 AK2854.The horizontal coordinates were scaled from a topographic map and have
 AK2854.an estimated accuracy of +/- 6 seconds.
 AK2854
 AK2854.The orthometric height was determined by differential leveling
 AK2854.and adjusted by the National Geodetic Survey in June 1991..
 AK2854
 AK2854.The geoid height was determined by GEOID03.
 AK2854
 AK2854.The dynamic height is computed by dividing the NAVD 88
 AK2854.geopotential number by the normal gravity value computed on the
 AK2854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2854.degrees latitude (g = 980.6199 gals.).
 AK2854
 AK2854.The modeled gravity was interpolated from observed gravity values.
 AK2854
 AK2854;                    North         East    Units  Estimated Accuracy
 AK2854;SPC FL E     -   429,810.      235,260.      MT  (+/- 180 meters Scaled)
 AK2854
 AK2854                          SUPERSEDED SURVEY CONTROL
 AK2854
 AK2854  NGVD 29 (??/??/92)    2.701  (m)            8.86   (f) ADJ UNCH    2 0
 AK2854
 AK2854.Superseded values are not recommended for survey control.
 AK2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2854.See file dsdata.txt to determine how the superseded data were derived.
 AK2854
 AK2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM352207(NAD 83)
 AK2854_MARKER: DB = BENCH MARK DISK
 AK2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2854_STAMPING: A 304 1970
 AK2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2854+STABILITY: SURFACE MOTION
 AK2854
 AK2854  HISTORY     - Date     Condition        Report By
 AK2854  HISTORY     - 1970     MONUMENTED       NGS
 AK2854  HISTORY     - 1971     GOOD             NGS
 AK2854  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK2854  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2854
 AK2854                          STATION DESCRIPTION
 AK2854
 AK2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2854'8.2 MI NE FROM EAU GALLIE.
 AK2854'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK2854'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 6.25 MILES NORTH AND
 AK2854'NORTHWEST ALONG STATE HIGHWAY 3 S, 44 FEET WEST OF THE CENTER
 AK2854'LINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER LINE OF A
 AK2854'DRIVEWAY LEADING WEST, 1 1/2 FEET NORTH OF A POWER LINE POLE, 2
 AK2854'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 AK2854'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 AK2854'THE LEVEL OF THE GROUND.  SEC. 20, T 26 S, R 37 E.
 AK2854
 AK2854                          STATION RECOVERY (1971)
 AK2854
 AK2854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2854'RECOVERED IN GOOD CONDITION.
 AK2854
 AK2854                          STATION RECOVERY (1988)
 AK2854
 AK2854'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2854'MARK NOT FOUND.
 AK2854
 AK2854                          STATION RECOVERY (1990)
 AK2854
 AK2854'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3483 ***********************************************************************
 AF3483  DESIGNATION -  A 305
 AF3483  PID         -  AF3483
 AF3483  STATE/COUNTY-  FL/BREVARD
 AF3483  USGS QUAD   -  SEBASTIAN NW (1992)
 AF3483
 AF3483                         *CURRENT SURVEY CONTROL
 AF3483  ___________________________________________________________________
 AF3483* NAD 83(1986)-  27 55 41.     (N)    080 29 10.     (W)     SCALED    
 AF3483* NAVD 88     -         2.824  (meters)       9.27   (feet)  ADJUSTED  
 AF3483  ___________________________________________________________________
 AF3483  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AF3483  DYNAMIC HT  -           2.820 (meters)       9.25  (feet)  COMP
 AF3483  MODELED GRAV-     979,171.1   (mgal)                       NAVD 88
 AF3483
 AF3483  VERT ORDER  -  SECOND    CLASS 0
 AF3483
 AF3483.The horizontal coordinates were scaled from a topographic map and have
 AF3483.an estimated accuracy of +/- 6 seconds.
 AF3483
 AF3483.The orthometric height was determined by differential leveling
 AF3483.and adjusted by the National Geodetic Survey in June 1991..
 AF3483
 AF3483.The geoid height was determined by GEOID03.
 AF3483
 AF3483.The dynamic height is computed by dividing the NAVD 88
 AF3483.geopotential number by the normal gravity value computed on the
 AF3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3483.degrees latitude (g = 980.6199 gals.).
 AF3483
 AF3483.The modeled gravity was interpolated from observed gravity values.
 AF3483
 AF3483;                    North         East    Units  Estimated Accuracy
 AF3483;SPC FL E     -   398,340.      250,580.      MT  (+/- 180 meters Scaled)
 AF3483
 AF3483                          SUPERSEDED SURVEY CONTROL
 AF3483
 AF3483  NGVD 29 (??/??/92)    3.253  (m)           10.67   (f) ADJ UNCH    2 0
 AF3483
 AF3483.Superseded values are not recommended for survey control.
 AF3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3483.See file dsdata.txt to determine how the superseded data were derived.
 AF3483
 AF3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL505893(NAD 83)
 AF3483_MARKER: DB = BENCH MARK DISK
 AF3483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AF3483_SP_SET: 64 FEET
 AF3483_STAMPING: A 305 1970
 AF3483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3483
 AF3483  HISTORY     - Date     Condition        Report By
 AF3483  HISTORY     - 1970     MONUMENTED       NGS
 AF3483  HISTORY     - 1971     GOOD             NGS
 AF3483  HISTORY     - 1989     GOOD             USPSQD
 AF3483
 AF3483                          STATION DESCRIPTION
 AF3483
 AF3483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3483'10.8 MI S FROM MELBOURNE BEACH.
 AF3483'ABOUT 10.85 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AF3483'POST OFFICE AT MELBOURNE BEACH, NEAR SUNNYLAND BEACH, 87 FEET
 AF3483'SOUTH OF BENCH MARK Q 304 DESCRIBED, 64 FEET WEST OF THE
 AF3483'CENTER LINE OF THE HIGHWAY, 41 1/2 FEET SOUTH OF THE CENTER
 AF3483'LINE OF A ROAD LEADING TO THE BEACH, 15 FEET WEST OF THE EAST
 AF3483'EDGE OF A CONCRETE BLOCK FENCE, 3.5 FEET NORTH OF THE NORTH
 AF3483'FACE OF A CONCRETE BLOCK FENCE, 1.9 FEET NORTHEAST OF A METAL
 AF3483'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 AF3483'DISK ON THE TOP OF A COPPER COATED STEEL ROD 2 INCHES BELOW THE
 AF3483'LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH
 AF3483'IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64
 AF3483'FEET.  SEC. 25, T 29S, R38E.  NOTE-- 41 FEET SOUTH OF THE E
 AF3483'OF A ROAD LEADING TO THE BEACH SHOULD READ ROAD LEADING WEST
 AF3483'TO RIVER.
 AF3483
 AF3483                          STATION RECOVERY (1971)
 AF3483
 AF3483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3483'RECOVERED IN GOOD CONDITION.
 AF3483
 AF3483                          STATION RECOVERY (1989)
 AF3483
 AF3483'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3445 ***********************************************************************
 AF3445  DESIGNATION -  A 306 FLHD
 AF3445  PID         -  AF3445
 AF3445  STATE/COUNTY-  FL/INDIAN RIVER
 AF3445  USGS QUAD   -  SEBASTIAN (1970)
 AF3445
 AF3445                         *CURRENT SURVEY CONTROL
 AF3445  ___________________________________________________________________
 AF3445* NAD 83(1986)-  27 51 30.     (N)    080 26 49.     (W)     SCALED    
 AF3445* NAVD 88     -         7.428  (meters)      24.37   (feet)  ADJUSTED  
 AF3445  ___________________________________________________________________
 AF3445  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF3445  DYNAMIC HT  -           7.417 (meters)      24.33  (feet)  COMP
 AF3445  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 AF3445
 AF3445  VERT ORDER  -  SECOND    CLASS 0
 AF3445
 AF3445.The horizontal coordinates were scaled from a topographic map and have
 AF3445.an estimated accuracy of +/- 6 seconds.
 AF3445
 AF3445.The orthometric height was determined by differential leveling
 AF3445.and adjusted by the National Geodetic Survey in June 1991..
 AF3445
 AF3445.The geoid height was determined by GEOID03.
 AF3445
 AF3445.The dynamic height is computed by dividing the NAVD 88
 AF3445.geopotential number by the normal gravity value computed on the
 AF3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3445.degrees latitude (g = 980.6199 gals.).
 AF3445
 AF3445.The modeled gravity was interpolated from observed gravity values.
 AF3445
 AF3445;                    North         East    Units  Estimated Accuracy
 AF3445;SPC FL E     -   390,630.      254,470.      MT  (+/- 180 meters Scaled)
 AF3445
 AF3445                          SUPERSEDED SURVEY CONTROL
 AF3445
 AF3445  NGVD 29 (09/01/92)    7.860  (m)           25.79   (f) ADJUSTED    2 0
 AF3445
 AF3445.Superseded values are not recommended for survey control.
 AF3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3445.See file dsdata.txt to determine how the superseded data were derived.
 AF3445
 AF3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL544816(NAD 83)
 AF3445_MARKER: DD = SURVEY DISK
 AF3445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3445_SP_SET: BRIDGE
 AF3445_STAMPING: A 306
 AF3445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3445+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AF3445
 AF3445  HISTORY     - Date     Condition        Report By
 AF3445  HISTORY     - UNK      MONUMENTED       FLHD
 AF3445  HISTORY     - 1970     GOOD             NGS
 AF3445  HISTORY     - 1971     GOOD             NGS
 AF3445  HISTORY     - 1979     GOOD             FLDT
 AF3445  HISTORY     - 1983     GOOD             USPSQD
 AF3445  HISTORY     - 1989     GOOD             USPSQD
 AF3445  HISTORY     - 20030515 POOR             USPSQD
 AF3445  HISTORY     - 20040206 GOOD             USPSQD
 AF3445
 AF3445                          STATION DESCRIPTION
 AF3445
 AF3445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3445'9.8 MI NE FROM WABASSO.
 AF3445'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 510 FROM THE JUNCTION
 AF3445'OF U.S. HIGHWAY 1 AT WABASSO, THENCE 7.2 MILES NORTH ALONG
 AF3445'STATE HIGHWAY A 1 A, SET ON THE TOP OF THE NORTH END OF THE
 AF3445'WING WALL AT THE SOUTHEAST CORNER OF THE HIGHWAY BRIDGE OVER
 AF3445'SEBASTIAN INLET, 16 1/2 FEET EAST OF THE CENTER LINE OF THE
 AF3445'HIGHWAY, 8.2 FEET NORTH OF BENCH MARK JLR 535 USE DESCRIBED,
 AF3445'0.4 FOOT SOUTH OF THE SOUTH END OF THE METAL PORTION OF THE GUARD
 AF3445'RAIL AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 20,
 AF3445'T30S, R 39E
 AF3445
 AF3445                          STATION RECOVERY (1971)
 AF3445
 AF3445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3445'RECOVERED IN GOOD CONDITION.
 AF3445
 AF3445                          STATION RECOVERY (1979)
 AF3445
 AF3445'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF3445'RECOVERED IN GOOD CONDITION.
 AF3445
 AF3445                          STATION RECOVERY (1983)
 AF3445
 AF3445'RECOVERY NOTE BY US POWER SQUADRON 1983
 AF3445'RECOVERED IN GOOD CONDITION.
 AF3445
 AF3445                          STATION RECOVERY (1989)
 AF3445
 AF3445'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3445'RECOVERED IN GOOD CONDITION.
 AF3445
 AF3445                          STATION RECOVERY (2003)
 AF3445
 AF3445'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF3445'HIGHWAY BRIDGE WINGWALL RECENTLY REPAIRED AND DISK PARTLY COVERED WITH
 AF3445'CEMENT.
 AF3445'GPS POSITION 27 51.502 N     080 26.842 W
 AF3445
 AF3445                          STATION RECOVERY (2004)
 AF3445
 AF3445'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMA)
 AF3445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3289 ***********************************************************************
 AF3289  DESIGNATION -  A 307
 AF3289  PID         -  AF3289
 AF3289  STATE/COUNTY-  FL/ST LUCIE
 AF3289  USGS QUAD   -  INDRIO (1983)
 AF3289
 AF3289                         *CURRENT SURVEY CONTROL
 AF3289  ___________________________________________________________________
 AF3289* NAD 83(1986)-  27 32 18.     (N)    080 19 00.     (W)     SCALED    
 AF3289* NAVD 88     -         3.416  (meters)      11.21   (feet)  ADJUSTED  
 AF3289  ___________________________________________________________________
 AF3289  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF3289  DYNAMIC HT  -           3.411 (meters)      11.19  (feet)  COMP
 AF3289  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 AF3289
 AF3289  VERT ORDER  -  SECOND    CLASS 0
 AF3289
 AF3289.The horizontal coordinates were scaled from a topographic map and have
 AF3289.an estimated accuracy of +/- 6 seconds.
 AF3289
 AF3289.The orthometric height was determined by differential leveling
 AF3289.and adjusted by the National Geodetic Survey in June 1991..
 AF3289
 AF3289.The geoid height was determined by GEOID03.
 AF3289
 AF3289.The dynamic height is computed by dividing the NAVD 88
 AF3289.geopotential number by the normal gravity value computed on the
 AF3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3289.degrees latitude (g = 980.6199 gals.).
 AF3289
 AF3289.The modeled gravity was interpolated from observed gravity values.
 AF3289
 AF3289;                    North         East    Units  Estimated Accuracy
 AF3289;SPC FL E     -   355,240.      267,500.      MT  (+/- 180 meters Scaled)
 AF3289
 AF3289                          SUPERSEDED SURVEY CONTROL
 AF3289
 AF3289  NGVD 29 (??/??/92)    3.865  (m)           12.68   (f) ADJ UNCH    2 0
 AF3289
 AF3289.Superseded values are not recommended for survey control.
 AF3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3289.See file dsdata.txt to determine how the superseded data were derived.
 AF3289
 AF3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL674462(NAD 83)
 AF3289_MARKER: DB = BENCH MARK DISK
 AF3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3289_STAMPING: A 307 1970
 AF3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3289+STABILITY: SURFACE MOTION
 AF3289
 AF3289  HISTORY     - Date     Condition        Report By
 AF3289  HISTORY     - 1970     MONUMENTED       NGS
 AF3289  HISTORY     - 1971     GOOD             NGS
 AF3289  HISTORY     - 1978     GOOD             FLDT
 AF3289  HISTORY     - 1983     GOOD             NGS
 AF3289  HISTORY     - 198807   GOOD             USPSQD
 AF3289  HISTORY     - 1989     GOOD             USPSQD
 AF3289  HISTORY     - 20010503 GOOD             USPSQD
 AF3289
 AF3289                          STATION DESCRIPTION
 AF3289
 AF3289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3289'6.2 MI NE FROM FT PIERCE.
 AF3289'ABOUT 6.2 MILES NORTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3289'JUNCTION OF U.S. HIGHWAY 1 AT FT PIERCE, NEAR THE NORTH EDGE OF A
 AF3289'PARKING AREA WHICH IS BETWEEN THE HIGHWAY AND THE OCEAN, 48 1/2
 AF3289'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 95 FEET NORTHWEST
 AF3289'OF A 24-INCH TREE, 56 FEET NORTH OF THE CENTER OF THE PARKING
 AF3289'AREA, 1.7 FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE
 AF3289'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AF3289'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 AF3289
 AF3289                          STATION RECOVERY (1971)
 AF3289
 AF3289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3289'RECOVERED IN GOOD CONDITION.
 AF3289
 AF3289                          STATION RECOVERY (1978)
 AF3289
 AF3289'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF3289'RECOVERED IN GOOD CONDITION.
 AF3289
 AF3289                          STATION RECOVERY (1983)
 AF3289
 AF3289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AF3289'RECOVERED IN GOOD CONDITION.
 AF3289
 AF3289                          STATION RECOVERY (1988)
 AF3289
 AF3289'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3289'RECOVERED IN GOOD CONDITION.
 AF3289
 AF3289                          STATION RECOVERY (1989)
 AF3289
 AF3289'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3289'RECOVERED IN GOOD CONDITION.
 AF3289
 AF3289                          STATION RECOVERY (2001)
 AF3289
 AF3289'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3206 ***********************************************************************
 AF3206  DESIGNATION -  A 308
 AF3206  PID         -  AF3206
 AF3206  STATE/COUNTY-  FL/ST LUCIE
 AF3206  USGS QUAD   -  FORT PIERCE (1983)
 AF3206
 AF3206                         *CURRENT SURVEY CONTROL
 AF3206  ___________________________________________________________________
 AF3206* NAD 83(1986)-  27 24 08.     (N)    080 16 03.     (W)     SCALED    
 AF3206* NAVD 88     -         0.513  (meters)       1.68   (feet)  ADJUSTED  
 AF3206  ___________________________________________________________________
 AF3206  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF3206  DYNAMIC HT  -           0.512 (meters)       1.68  (feet)  COMP
 AF3206  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 AF3206
 AF3206  VERT ORDER  -  SECOND    CLASS 0
 AF3206
 AF3206.The horizontal coordinates were scaled from a topographic map and have
 AF3206.an estimated accuracy of +/- 6 seconds.
 AF3206
 AF3206.The orthometric height was determined by differential leveling
 AF3206.and adjusted by the National Geodetic Survey in June 1991..
 AF3206
 AF3206.The geoid height was determined by GEOID03.
 AF3206
 AF3206.The dynamic height is computed by dividing the NAVD 88
 AF3206.geopotential number by the normal gravity value computed on the
 AF3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3206.degrees latitude (g = 980.6199 gals.).
 AF3206
 AF3206.The modeled gravity was interpolated from observed gravity values.
 AF3206
 AF3206;                    North         East    Units  Estimated Accuracy
 AF3206;SPC FL E     -   340,180.      272,440.      MT  (+/- 180 meters Scaled)
 AF3206
 AF3206                          SUPERSEDED SURVEY CONTROL
 AF3206
 AF3206  NGVD 29 (??/??/92)    0.968  (m)            3.18   (f) ADJ UNCH    2 0
 AF3206
 AF3206.Superseded values are not recommended for survey control.
 AF3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3206.See file dsdata.txt to determine how the superseded data were derived.
 AF3206
 AF3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL724311(NAD 83)
 AF3206_MARKER: DB = BENCH MARK DISK
 AF3206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3206_SP_SET: CULVERT
 AF3206_STAMPING: A 308 1970
 AF3206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3206
 AF3206  HISTORY     - Date     Condition        Report By
 AF3206  HISTORY     - 1970     MONUMENTED       NGS
 AF3206  HISTORY     - 1978     GOOD             FLDT
 AF3206  HISTORY     - 1987     GOOD             USPSQD
 AF3206  HISTORY     - 1989     GOOD             USPSQD
 AF3206
 AF3206                          STATION DESCRIPTION
 AF3206
 AF3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3206'5.3 MI S FROM FT PIERCE.
 AF3206'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AF3206'OF SEAWAY DRIVE AT FT. PIERCE, SET ON THE TOP OF THE SOUTH END
 AF3206'OF THE EAST CONCRETE HEAD-WALL FOR A 36-INCH PIPE CULVERT
 AF3206'UNDER THE HIGHWAY AND NEAR THE NORTHEAST END OF MIDDLE COVE,
 AF3206'39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6.7 FEET NORTH
 AF3206'OF THE SOUTH END OF THE HEAD-WALL AND 1 FOOT BELOW THE LEVEL OF
 AF3206'THE HIGHWAY.  NOTE-- THE HEADWALL IS 20 FEET LONG AND APPEARS
 AF3206'TO BE VERY WELL CONSTRUCTED.
 AF3206
 AF3206                          STATION RECOVERY (1978)
 AF3206
 AF3206'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF3206'RECOVERED IN GOOD CONDITION.
 AF3206
 AF3206                          STATION RECOVERY (1987)
 AF3206
 AF3206'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3206'RECOVERED IN GOOD CONDITION.
 AF3206
 AF3206                          STATION RECOVERY (1989)
 AF3206
 AF3206'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRD)
 AF3206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3071 ***********************************************************************
 AF3071  DESIGNATION -  A 309
 AF3071  PID         -  AF3071
 AF3071  STATE/COUNTY-  FL/MARTIN
 AF3071  USGS QUAD   -  GOMEZ (1983)
 AF3071
 AF3071                         *CURRENT SURVEY CONTROL
 AF3071  ___________________________________________________________________
 AF3071* NAD 83(1986)-  27 06 19.     (N)    080 08 08.     (W)     SCALED    
 AF3071* NAVD 88     -         1.916  (meters)       6.29   (feet)  ADJUSTED  
 AF3071  ___________________________________________________________________
 AF3071  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF3071  DYNAMIC HT  -           1.913 (meters)       6.28  (feet)  COMP
 AF3071  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 AF3071
 AF3071  VERT ORDER  -  SECOND    CLASS 0
 AF3071
 AF3071.The horizontal coordinates were scaled from a topographic map and have
 AF3071.an estimated accuracy of +/- 6 seconds.
 AF3071
 AF3071.The orthometric height was determined by differential leveling
 AF3071.and adjusted by the National Geodetic Survey in June 1991..
 AF3071
 AF3071.The geoid height was determined by GEOID03.
 AF3071
 AF3071.The dynamic height is computed by dividing the NAVD 88
 AF3071.geopotential number by the normal gravity value computed on the
 AF3071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3071.degrees latitude (g = 980.6199 gals.).
 AF3071
 AF3071.The modeled gravity was interpolated from observed gravity values.
 AF3071
 AF3071;                    North         East    Units  Estimated Accuracy
 AF3071;SPC FL E     -   307,360.      285,720.      MT  (+/- 180 meters Scaled)
 AF3071
 AF3071                          SUPERSEDED SURVEY CONTROL
 AF3071
 AF3071  NGVD 29 (??/??/92)    2.364  (m)            7.76   (f) ADJ UNCH    2 0
 AF3071
 AF3071.Superseded values are not recommended for survey control.
 AF3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3071.See file dsdata.txt to determine how the superseded data were derived.
 AF3071
 AF3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856983(NAD 83)
 AF3071_MARKER: DB = BENCH MARK DISK
 AF3071_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AF3071+WITH SETTING: INTO GROUND
 AF3071_STAMPING: A 309 1970
 AF3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3071+STABILITY: SURFACE MOTION
 AF3071
 AF3071  HISTORY     - Date     Condition        Report By
 AF3071  HISTORY     - 1970     MONUMENTED       NGS
 AF3071
 AF3071                          STATION DESCRIPTION
 AF3071
 AF3071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3071'3.9 MI NE FROM HOBE SOUND.
 AF3071'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3071'OF STATE HIGHWAY A 1 A AT HOBE SOUND, THENCE 1.9 MILES NORTH
 AF3071'ALONG A PAVED ROAD, THENCE 1.0 MILE NORTH ALONG THE ATLANTIC
 AF3071'OCEAN BEACH, ABOUT 20 YARDS WEST OF THE TOP OF A HIGH SAND
 AF3071'HILL ON THE BEACH, 30 FEET WEST OF A TRACK ROAD WHICH PARALLELS
 AF3071'THE BEACH, 5 FEET WEST OF A 10-INCH PINE TREE WITH A WITNESS
 AF3071'SIGN ATTACHED TO THE EAST SIDE, ABOUT 2 FEET BELOW THE TOP
 AF3071'OF THE HILL, A DISK BRAZED ON THE TOP OF A 2-INCH METAL PIPE
 AF3071'WHICH PROJECTS 12 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0042 ***********************************************************************
 AQ0042  DESIGNATION -  A 31
 AQ0042  PID         -  AQ0042
 AQ0042  STATE/COUNTY-  FL/PUTNAM
 AQ0042  USGS QUAD   -  PALATKA (1992)
 AQ0042
 AQ0042                         *CURRENT SURVEY CONTROL
 AQ0042  ___________________________________________________________________
 AQ0042* NAD 83(1986)-  29 43 44.     (N)    081 39 02.     (W)     SCALED    
 AQ0042* NAVD 88     -        18.008  (meters)      59.08   (feet)  ADJUSTED  
 AQ0042  ___________________________________________________________________
 AQ0042  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AQ0042  DYNAMIC HT  -          17.983 (meters)      59.00  (feet)  COMP
 AQ0042  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 AQ0042
 AQ0042  VERT ORDER  -  FIRST     CLASS II
 AQ0042
 AQ0042.The horizontal coordinates were scaled from a topographic map and have
 AQ0042.an estimated accuracy of +/- 6 seconds.
 AQ0042
 AQ0042.The orthometric height was determined by differential leveling
 AQ0042.and adjusted by the National Geodetic Survey in June 1991..
 AQ0042
 AQ0042.The geoid height was determined by GEOID03.
 AQ0042
 AQ0042.The dynamic height is computed by dividing the NAVD 88
 AQ0042.geopotential number by the normal gravity value computed on the
 AQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0042.degrees latitude (g = 980.6199 gals.).
 AQ0042
 AQ0042.The modeled gravity was interpolated from observed gravity values.
 AQ0042
 AQ0042;                    North         East    Units  Estimated Accuracy
 AQ0042;SPC FL E     -   597,990.      137,060.      MT  (+/- 180 meters Scaled)
 AQ0042
 AQ0042                          SUPERSEDED SURVEY CONTROL
 AQ0042
 AQ0042  NGVD 29 (??/??/92)   18.301  (m)           60.04   (f) ADJ UNCH    1 2
 AQ0042
 AQ0042.Superseded values are not recommended for survey control.
 AQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0042.See file dsdata.txt to determine how the superseded data were derived.
 AQ0042
 AQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN370889(NAD 83)
 AQ0042_MARKER: DB = BENCH MARK DISK
 AQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0042_STAMPING: A 31 1932
 AQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0042+STABILITY: SURFACE MOTION
 AQ0042
 AQ0042  HISTORY     - Date     Condition        Report By
 AQ0042  HISTORY     - 1932     MONUMENTED       CGS
 AQ0042  HISTORY     - 1970     GOOD             LOCENG
 AQ0042
 AQ0042                          STATION DESCRIPTION
 AQ0042
 AQ0042'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0042'3 MI S FROM BOSTWICK.
 AQ0042'ABOUT 3 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AQ0042'BOSTWICK, LOCENG   UNTY, ABOUT 200 FEET NORTH OF MILEPOST 49,
 AQ0042'AND 44.5 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED A
 AQ0042'31 1932 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2870 ***********************************************************************
 AD2870  DESIGNATION -  A 310
 AD2870  PID         -  AD2870
 AD2870  STATE/COUNTY-  FL/PALM BEACH
 AD2870  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2870
 AD2870                         *CURRENT SURVEY CONTROL
 AD2870  ___________________________________________________________________
 AD2870* NAD 83(1986)-  26 46 16.     (N)    080 02 20.     (W)     SCALED    
 AD2870* NAVD 88     -         0.985  (meters)       3.23   (feet)  ADJUSTED  
 AD2870  ___________________________________________________________________
 AD2870  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AD2870  DYNAMIC HT  -           0.983 (meters)       3.23  (feet)  COMP
 AD2870  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 AD2870
 AD2870  VERT ORDER  -  SECOND    CLASS 0
 AD2870
 AD2870.The horizontal coordinates were scaled from a topographic map and have
 AD2870.an estimated accuracy of +/- 6 seconds.
 AD2870
 AD2870.The orthometric height was determined by differential leveling
 AD2870.and adjusted by the National Geodetic Survey in June 1991..
 AD2870
 AD2870.The geoid height was determined by GEOID03.
 AD2870
 AD2870.The dynamic height is computed by dividing the NAVD 88
 AD2870.geopotential number by the normal gravity value computed on the
 AD2870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2870.degrees latitude (g = 980.6199 gals.).
 AD2870
 AD2870.The modeled gravity was interpolated from observed gravity values.
 AD2870
 AD2870;                    North         East    Units  Estimated Accuracy
 AD2870;SPC FL E     -   270,410.      295,580.      MT  (+/- 180 meters Scaled)
 AD2870
 AD2870                          SUPERSEDED SURVEY CONTROL
 AD2870
 AD2870  NGVD 29 (??/??/92)    1.447  (m)            4.75   (f) ADJ UNCH    2 0
 AD2870
 AD2870.Superseded values are not recommended for survey control.
 AD2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2870.See file dsdata.txt to determine how the superseded data were derived.
 AD2870
 AD2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK955614(NAD 83)
 AD2870_MARKER: DB = BENCH MARK DISK
 AD2870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2870_SP_SET: SEAWALL
 AD2870_STAMPING: A 310 1970
 AD2870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2870+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AD2870
 AD2870  HISTORY     - Date     Condition        Report By
 AD2870  HISTORY     - 1970     MONUMENTED       NGS
 AD2870  HISTORY     - 1973     GOOD             NGS
 AD2870  HISTORY     - 1988     GOOD             USPSQD
 AD2870  HISTORY     - 19880227 POOR             USPSQD
 AD2870  HISTORY     - 19940610 GOOD             USPSQD
 AD2870  HISTORY     - 20010331 GOOD             NGS
 AD2870  HISTORY     - 20030421 GOOD             USPSQD
 AD2870  HISTORY     - 20040503 GOOD             USPSQD
 AD2870  HISTORY     - 20050504 GOOD             USPSQD
 AD2870
 AD2870                          STATION DESCRIPTION
 AD2870
 AD2870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2870'AT PALM BEACH.
 AD2870'AT PALM BEACH, ALONG THE SOUTH BANK OF LAKE WORTH INLET, AT
 AD2870'THE NORTH END OF NORTH OCEAN BLVD, AT A SMALL CITY DOCK, SET IN
 AD2870'THE TOP OF THE WEST END OF A CONCRETE SEAWALL, 21 FEET EAST OF THE
 AD2870'EXTENDED CENTER LINE OF THE BLVD, 2 FEET EAST OF THE WEST END OF THE
 AD2870'SEAWALL, 2.2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AD2870'BLOCK FENCE, AND ABOUT LEVEL WITH THE BLVD.
 AD2870
 AD2870                          STATION RECOVERY (1973)
 AD2870
 AD2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2870'RECOVERED IN GOOD CONDITION.
 AD2870
 AD2870                          STATION RECOVERY (1988)
 AD2870
 AD2870'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD2870'RECOVERED IN GOOD CONDITION.
 AD2870
 AD2870                          STATION RECOVERY (1988)
 AD2870
 AD2870'RECOVERY NOTE BY US POWER SQUADRON 1988 (REK)
 AD2870'MARK RECOVERED IN POOR CONDITION.
 AD2870
 AD2870                          STATION RECOVERY (1994)
 AD2870
 AD2870'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2870'RECOVERED IN GOOD CONDITION.
 AD2870
 AD2870                          STATION RECOVERY (2001)
 AD2870
 AD2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2870'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2870
 AD2870                          STATION RECOVERY (2003)
 AD2870
 AD2870'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2870'RECOVERED IN GOOD CONDITION.
 AD2870
 AD2870                          STATION RECOVERY (2004)
 AD2870
 AD2870'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2870'RECOVERED IN GOOD CONDITION.
 AD2870
 AD2870                          STATION RECOVERY (2005)
 AD2870
 AD2870'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2461 ***********************************************************************
 AD2461  DESIGNATION -  A 311
 AD2461  PID         -  AD2461
 AD2461  STATE/COUNTY-  FL/BROWARD
 AD2461  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2461
 AD2461                         *CURRENT SURVEY CONTROL
 AD2461  ___________________________________________________________________
 AD2461* NAD 83(1986)-  26 00 38.     (N)    080 08 35.     (W)     SCALED    
 AD2461* NAVD 88     -         2.323  (meters)       7.62   (feet)  ADJUSTED  
 AD2461  ___________________________________________________________________
 AD2461  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AD2461  DYNAMIC HT  -           2.319 (meters)       7.61  (feet)  COMP
 AD2461  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 AD2461
 AD2461  VERT ORDER  -  SECOND    CLASS 0
 AD2461
 AD2461.The horizontal coordinates were scaled from a topographic map and have
 AD2461.an estimated accuracy of +/- 6 seconds.
 AD2461
 AD2461.The orthometric height was determined by differential leveling
 AD2461.and adjusted by the National Geodetic Survey in June 1991..
 AD2461
 AD2461.The geoid height was determined by GEOID03.
 AD2461
 AD2461.The dynamic height is computed by dividing the NAVD 88
 AD2461.geopotential number by the normal gravity value computed on the
 AD2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2461.degrees latitude (g = 980.6199 gals.).
 AD2461
 AD2461.The modeled gravity was interpolated from observed gravity values.
 AD2461
 AD2461;                    North         East    Units  Estimated Accuracy
 AD2461;SPC FL E     -   186,070.      285,790.      MT  (+/- 180 meters Scaled)
 AD2461
 AD2461                          SUPERSEDED SURVEY CONTROL
 AD2461
 AD2461  NGVD 29 (??/??/92)    2.809  (m)            9.22   (f) ADJ UNCH    2 0
 AD2461
 AD2461.Superseded values are not recommended for survey control.
 AD2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2461.See file dsdata.txt to determine how the superseded data were derived.
 AD2461
 AD2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ857771(NAD 83)
 AD2461_MARKER: DB = BENCH MARK DISK
 AD2461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2461_SP_SET: STEP
 AD2461_STAMPING: A 311 1970
 AD2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2461
 AD2461  HISTORY     - Date     Condition        Report By
 AD2461  HISTORY     - 1970     MONUMENTED       NGS
 AD2461  HISTORY     - 1973     GOOD             NGS
 AD2461  HISTORY     - 1990     GOOD             USPSQD
 AD2461  HISTORY     - 19910618 GOOD             USPSQD
 AD2461  HISTORY     - 19940325 GOOD             USPSQD
 AD2461  HISTORY     - 19950107 GOOD             USPSQD
 AD2461
 AD2461                          STATION DESCRIPTION
 AD2461
 AD2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2461'AT HOLLYWOOD.
 AD2461'AT HOLLYWOOD, AT YOUNG CIRCLE, AT THE JUNCTION OF U.S. HIGHWAY 1
 AD2461'AND STATE HIGHWAY 820, SET ON THE TOP OF THE NORTHEAST CORNER
 AD2461'OF THE SOUTH STEP FOR THE HOLLYWOOD WAR MEMORIAL MONUMENT, 31.6
 AD2461'FEET SOUTH OF THE WEST ONE OF (5) FIVE FLAGPOLES, 19.9 FEET
 AD2461'SOUTH OF THE ETERNAL FLAME, 68.5 FEET WEST OF THE WEST CURB OF
 AD2461'THE NORTHBOUND LANE OF U.S. HIGHWAY 1 AND 2 FEET ABOVE THE
 AD2461'LEVEL OF THE HIGHWAYS.
 AD2461
 AD2461                          STATION RECOVERY (1973)
 AD2461
 AD2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2461'RECOVERED IN GOOD CONDITION.
 AD2461
 AD2461                          STATION RECOVERY (1990)
 AD2461
 AD2461'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2461'RECOVERED IN GOOD CONDITION.
 AD2461
 AD2461                          STATION RECOVERY (1991)
 AD2461
 AD2461'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2461'RECOVERED IN GOOD CONDITION.
 AD2461
 AD2461                          STATION RECOVERY (1994)
 AD2461
 AD2461'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2461'RECOVERED IN GOOD CONDITION.
 AD2461
 AD2461                          STATION RECOVERY (1995)
 AD2461
 AD2461'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2610 ***********************************************************************
 AD2610  DESIGNATION -  A 312
 AD2610  PID         -  AD2610
 AD2610  STATE/COUNTY-  FL/BROWARD
 AD2610  USGS QUAD   -  BOCA RATON (1983)
 AD2610
 AD2610                         *CURRENT SURVEY CONTROL
 AD2610  ___________________________________________________________________
 AD2610* NAD 83(1986)-  26 17 25.     (N)    080 04 45.     (W)     SCALED    
 AD2610* NAVD 88     -         3.030  (meters)       9.94   (feet)  ADJUSTED  
 AD2610  ___________________________________________________________________
 AD2610  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AD2610  DYNAMIC HT  -           3.025 (meters)       9.92  (feet)  COMP
 AD2610  MODELED GRAV-     979,075.5   (mgal)                       NAVD 88
 AD2610
 AD2610  VERT ORDER  -  SECOND    CLASS 0
 AD2610
 AD2610.The horizontal coordinates were scaled from a topographic map and have
 AD2610.an estimated accuracy of +/- 6 seconds.
 AD2610
 AD2610.The orthometric height was determined by differential leveling
 AD2610.and adjusted by the National Geodetic Survey in June 1991..
 AD2610
 AD2610.The geoid height was determined by GEOID03.
 AD2610
 AD2610.The dynamic height is computed by dividing the NAVD 88
 AD2610.geopotential number by the normal gravity value computed on the
 AD2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2610.degrees latitude (g = 980.6199 gals.).
 AD2610
 AD2610.The modeled gravity was interpolated from observed gravity values.
 AD2610
 AD2610;                    North         East    Units  Estimated Accuracy
 AD2610;SPC FL E     -   217,100.      291,960.      MT  (+/- 180 meters Scaled)
 AD2610
 AD2610                          SUPERSEDED SURVEY CONTROL
 AD2610
 AD2610  NGVD 29 (09/01/92)    3.511  (m)           11.52   (f) ADJUSTED    2 0
 AD2610
 AD2610.Superseded values are not recommended for survey control.
 AD2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2610.See file dsdata.txt to determine how the superseded data were derived.
 AD2610
 AD2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK919081(NAD 83)
 AD2610_MARKER: DB = BENCH MARK DISK
 AD2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2610_SP_SET: CONCRETE POST
 AD2610_STAMPING: A 312 1970
 AD2610_MARK LOGO: CGS   
 AD2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2610+STABILITY: SURFACE MOTION
 AD2610
 AD2610  HISTORY     - Date     Condition        Report By
 AD2610  HISTORY     - 1970     MONUMENTED       NGS
 AD2610  HISTORY     - 1970     GOOD             USPSQD
 AD2610  HISTORY     - 1973     GOOD             NGS
 AD2610  HISTORY     - 1982     GOOD             USPSQD
 AD2610  HISTORY     - 1985     GOOD             USPSQD
 AD2610  HISTORY     - 1986     GOOD             FLDNR
 AD2610  HISTORY     - 1987     GOOD             USPSQD
 AD2610  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2610  HISTORY     - 1988     GOOD             USPSQD
 AD2610  HISTORY     - 1988     GOOD             USPSQD
 AD2610  HISTORY     - 1989     GOOD             USPSQD
 AD2610  HISTORY     - 1990     GOOD             USPSQD
 AD2610  HISTORY     - 19910609 GOOD             USPSQD
 AD2610  HISTORY     - 19950610 GOOD             USPSQD
 AD2610  HISTORY     - 20020417 GOOD             USPSQD
 AD2610
 AD2610                          STATION DESCRIPTION
 AD2610
 AD2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2610'1.6 MI S FROM DEERFIELD BEACH.
 AD2610'ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AD2610'JUNCTION OF STATE HIGHWAY 810 AT DEERFIELD BEACH, NEAR THE
 AD2610'JUNCTION OF A DRIVEWAY LEADING EAST, 22 1/2 FEET EAST OF THE
 AD2610'CENTER LINE OF THE HIGHWAY, 65 FEET SOUTH OF THE APPROXIMATE
 AD2610'CENTER LINE OF THE DRIVEWAY, 2 FEET NORTH OF A CONCRETE POWER
 AD2610'LINE POLE, 2 1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 AD2610'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AD2610'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AD2610
 AD2610                          STATION RECOVERY (1970)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1970 (AJM)
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1973)
 AD2610
 AD2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1982)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1982
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1985)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1985
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1986)
 AD2610
 AD2610'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1987)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1987)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2610'MARK NOT FOUND.
 AD2610
 AD2610                          STATION RECOVERY (1988)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1988 (TC)
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1988)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1988 (CEP)
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1989)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1990)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1991)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (1995)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2610'RECOVERED IN GOOD CONDITION.
 AD2610
 AD2610                          STATION RECOVERY (2002)
 AD2610
 AD2610'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWL)
 AD2610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2264 ***********************************************************************
 AC2264  DESIGNATION -  A 313
 AC2264  PID         -  AC2264
 AC2264  STATE/COUNTY-  FL/MIAMI-DADE
 AC2264  USGS QUAD   -  MIAMI (1994)
 AC2264
 AC2264                         *CURRENT SURVEY CONTROL
 AC2264  ___________________________________________________________________
 AC2264* NAD 83(1986)-  25 48 12.     (N)    080 07 31.     (W)     SCALED    
 AC2264* NAVD 88     -         0.667  (meters)       2.19   (feet)  ADJUSTED  
 AC2264  ___________________________________________________________________
 AC2264  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AC2264  DYNAMIC HT  -           0.666 (meters)       2.19  (feet)  COMP
 AC2264  MODELED GRAV-     979,032.8   (mgal)                       NAVD 88
 AC2264
 AC2264  VERT ORDER  -  SECOND    CLASS 0
 AC2264
 AC2264.The horizontal coordinates were scaled from a topographic map and have
 AC2264.an estimated accuracy of +/- 6 seconds.
 AC2264
 AC2264.The orthometric height was determined by differential leveling
 AC2264.and adjusted by the National Geodetic Survey in June 1991..
 AC2264
 AC2264.The geoid height was determined by GEOID03.
 AC2264
 AC2264.The dynamic height is computed by dividing the NAVD 88
 AC2264.geopotential number by the normal gravity value computed on the
 AC2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2264.degrees latitude (g = 980.6199 gals.).
 AC2264
 AC2264.The modeled gravity was interpolated from observed gravity values.
 AC2264
 AC2264;                    North         East    Units  Estimated Accuracy
 AC2264;SPC FL E     -   163,120.      287,720.      MT  (+/- 180 meters Scaled)
 AC2264
 AC2264                          SUPERSEDED SURVEY CONTROL
 AC2264
 AC2264  NGVD 29 (??/??/92)    1.140  (m)            3.74   (f) ADJ UNCH    2 0
 AC2264
 AC2264.Superseded values are not recommended for survey control.
 AC2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2264.See file dsdata.txt to determine how the superseded data were derived.
 AC2264
 AC2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876541(NAD 83)
 AC2264_MARKER: DB = BENCH MARK DISK
 AC2264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2264_SP_SET: CONCRETE BASE
 AC2264_STAMPING: A 313 1970
 AC2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2264
 AC2264  HISTORY     - Date     Condition        Report By
 AC2264  HISTORY     - 1970     MONUMENTED       NGS
 AC2264  HISTORY     - 1973     GOOD             NGS
 AC2264  HISTORY     - 19870921 MARK NOT FOUND   USPSQD
 AC2264  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AC2264
 AC2264                          STATION DESCRIPTION
 AC2264
 AC2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2264'AT MIAMI BEACH.
 AC2264'AT MIAMI BEACH, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 AC2264'OF COLLINS AVENUE AND 27 TH STREET, SET ON THE TOP OF THE
 AC2264'EAST SIDE OF THE CONCRETE BASE SUPPORTING STREET LIGHT POLE
 AC2264'NO. 147 EL 15, 13 1/2 FEET SOUTH OF THE SOUTH CURB LINE OF
 AC2264'27 TH STREET, 3.6 FEET EAST OF THE EAST CURB OF COLLINS AVENUE
 AC2264'AND LEVEL WITH THE SIDEWALK.  NOTE-- THE CITY ENGINEER INFORMED
 AC2264'THIS PARTY THAT THE BASE SUPPORTING THE LIGHTPOLE ARE 4 FEET
 AC2264'DEEP AND 3 1/2 FEET SQUARE AT THE BOTTOM.  NOT VERIFIED BY
 AC2264'DIGGING.
 AC2264
 AC2264                          STATION RECOVERY (1973)
 AC2264
 AC2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2264'RECOVERED IN GOOD CONDITION.
 AC2264
 AC2264                          STATION RECOVERY (1987)
 AC2264
 AC2264'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR)
 AC2264'MARK NOT FOUND.
 AC2264
 AC2264                          STATION RECOVERY (1992)
 AC2264
 AC2264'RECOVERY NOTE BY US POWER SQUADRON 1992 (JD)
 AC2264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2386 ***********************************************************************
 AC2386  DESIGNATION -  A 314
 AC2386  PID         -  AC2386
 AC2386  STATE/COUNTY-  FL/MIAMI-DADE
 AC2386  USGS QUAD   -  
 AC2386
 AC2386                         *CURRENT SURVEY CONTROL
 AC2386  ___________________________________________________________________
 AC2386* NAD 83(1986)-  25 53 56.     (N)    080 07 27.     (W)     SCALED    
 AC2386* NAVD 88     -         1.332  (meters)       4.37   (feet)  ADJUSTED  
 AC2386  ___________________________________________________________________
 AC2386  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AC2386  DYNAMIC HT  -           1.330 (meters)       4.36  (feet)  COMP
 AC2386  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AC2386
 AC2386  VERT ORDER  -  FIRST     CLASS II
 AC2386
 AC2386.The horizontal coordinates were scaled from a topographic map and have
 AC2386.an estimated accuracy of +/- 6 seconds.
 AC2386
 AC2386.The orthometric height was determined by differential leveling
 AC2386.and adjusted by the National Geodetic Survey in May 1994..
 AC2386.WARNING-Repeat measurements at this control monument indicate possible
 AC2386.vertical movement.
 AC2386
 AC2386.The geoid height was determined by GEOID03.
 AC2386
 AC2386.The dynamic height is computed by dividing the NAVD 88
 AC2386.geopotential number by the normal gravity value computed on the
 AC2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2386.degrees latitude (g = 980.6199 gals.).
 AC2386
 AC2386.The modeled gravity was interpolated from observed gravity values.
 AC2386
 AC2386;                    North         East    Units  Estimated Accuracy
 AC2386;SPC FL E     -   173,710.      287,760.      MT  (+/- 180 meters Scaled)
 AC2386
 AC2386                          SUPERSEDED SURVEY CONTROL
 AC2386
 AC2386  NAVD 88 (06/15/91)    1.353  (m)            4.44   (f) UNKNOWN     1 2
 AC2386  NGVD 29 (09/01/92)    1.809  (m)            5.93   (f) ADJUSTED    1 2
 AC2386
 AC2386.Superseded values are not recommended for survey control.
 AC2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2386.See file dsdata.txt to determine how the superseded data were derived.
 AC2386
 AC2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877647(NAD 83)
 AC2386_MARKER: DB = BENCH MARK DISK
 AC2386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2386_SP_SET: BRIDGE GUARDRAIL
 AC2386_STAMPING: A 314 1970
 AC2386_MARK LOGO: CGS   
 AC2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2386+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 AC2386
 AC2386  HISTORY     - Date     Condition        Report By
 AC2386  HISTORY     - 1970     MONUMENTED       NGS
 AC2386  HISTORY     - 1989     GOOD             USPSQD
 AC2386  HISTORY     - 19901213 GOOD             NGS
 AC2386  HISTORY     - 19930519 GOOD             NGS
 AC2386
 AC2386                          STATION DESCRIPTION
 AC2386
 AC2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2386'AT BAL HARBOUR.
 AC2386'AT BAL HARBOUR, 0.6 MILE NORTH ALONG STATE HIGHWAY A 1 A
 AC2386'(COLLINS AVENUE) FROM THE JUNCTION OF HARDING AVENUE, SET IN
 AC2386'THE TOP OF THE SOUTH END OF THE EAST CONCRETE GUARD RAIL OF THE
 AC2386'BRIDGE OVER BAKERS HAULOVER CUT, 6.7 FEET EAST OF THE EAST CURB
 AC2386'OF THE HIGHWAY, 2.9 FEET NORTH OF THE SOUTH END OF THE GUARD
 AC2386'RAILING AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC2386
 AC2386                          STATION RECOVERY (1989)
 AC2386
 AC2386'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AC2386'RECOVERED IN GOOD CONDITION.
 AC2386
 AC2386                          STATION RECOVERY (1990)
 AC2386
 AC2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2386'1.1 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC2386'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC2386'HARBOUR, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF THE
 AC2386'EAST CONCRETE GUARDRAIL OF A RAMP LEADING TO A HIGHWAY BRIDGE
 AC2386'SPANNING HAULOVER INLET, 107.0 M (351.0 FT) SOUTH OF THE SOUTH END OF
 AC2386'THE BRIDGE, 6.0 M (19.7 FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.4 M
 AC2386'(1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC2386
 AC2386                          STATION RECOVERY (1993)
 AC2386
 AC2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2386'1.1 KM (0.70 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC2386'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC2386'HARBOR, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF THE
 AC2386'EAST CONCRETE GUARDRAIL OF A RAMP LEADING TO THE HIGHWAY BRIDGE
 AC2386'SPANNING HAULOVER INLET, 107.0 M (351.0 FT) SOUTH OF THE SOUTH END OF
 AC2386'THE BRIDGE, 6.0 M (19.7 FT) EAST OF THE HIGHWAY CENTERLINE, AND 1.3 M
 AC2386'(4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2841 ***********************************************************************
 AD2841  DESIGNATION -  A 315
 AD2841  PID         -  AD2841
 AD2841  STATE/COUNTY-  FL/PALM BEACH
 AD2841  USGS QUAD   -  PALM BEACH (1983)
 AD2841
 AD2841                         *CURRENT SURVEY CONTROL
 AD2841  ___________________________________________________________________
 AD2841* NAD 83(1986)-  26 39 51.     (N)    080 02 14.     (W)     SCALED    
 AD2841* NAVD 88     -         4.449  (meters)      14.60   (feet)  ADJUSTED  
 AD2841  ___________________________________________________________________
 AD2841  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AD2841  DYNAMIC HT  -           4.442 (meters)      14.57  (feet)  COMP
 AD2841  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 AD2841
 AD2841  VERT ORDER  -  SECOND    CLASS 0
 AD2841
 AD2841.The horizontal coordinates were scaled from a topographic map and have
 AD2841.an estimated accuracy of +/- 6 seconds.
 AD2841
 AD2841.The orthometric height was determined by differential leveling
 AD2841.and adjusted by the National Geodetic Survey in June 1991..
 AD2841
 AD2841.The geoid height was determined by GEOID03.
 AD2841
 AD2841.The dynamic height is computed by dividing the NAVD 88
 AD2841.geopotential number by the normal gravity value computed on the
 AD2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2841.degrees latitude (g = 980.6199 gals.).
 AD2841
 AD2841.The modeled gravity was interpolated from observed gravity values.
 AD2841
 AD2841;                    North         East    Units  Estimated Accuracy
 AD2841;SPC FL E     -   258,560.      295,840.      MT  (+/- 180 meters Scaled)
 AD2841
 AD2841                          SUPERSEDED SURVEY CONTROL
 AD2841
 AD2841  NGVD 29 (??/??/92)    4.914  (m)           16.12   (f) ADJ UNCH    2 0
 AD2841
 AD2841.Superseded values are not recommended for survey control.
 AD2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2841.See file dsdata.txt to determine how the superseded data were derived.
 AD2841
 AD2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK958496(NAD 83)
 AD2841_MARKER: DB = BENCH MARK DISK
 AD2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2841_STAMPING: A 315 1970
 AD2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2841+STABILITY: SURFACE MOTION
 AD2841
 AD2841  HISTORY     - Date     Condition        Report By
 AD2841  HISTORY     - 1970     MONUMENTED       NGS
 AD2841  HISTORY     - 1973     GOOD             NGS
 AD2841  HISTORY     - 1983     GOOD             LOCSUR
 AD2841  HISTORY     - 1988     GOOD             USPSQD
 AD2841  HISTORY     - 19940621 MARK NOT FOUND   USPSQD
 AD2841  HISTORY     - 19950602 GOOD             USPSQD
 AD2841  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 AD2841  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 AD2841  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2841  HISTORY     - 20050502 MARK NOT FOUND   USPSQD
 AD2841
 AD2841                          STATION DESCRIPTION
 AD2841
 AD2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2841'2.9 MI S FROM PALM BEACH.
 AD2841'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2841'OF ROYAL PALM WAY AT PALM BEACH, AT A VERY SHARP CURVE IN THE
 AD2841'HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34.6
 AD2841'FEET NORTH OF A CONCRETE FENCE, 7 FEET EAST OF A PALM TREE, 1.6
 AD2841'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 AD2841'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 AD2841'THE LEVEL OF THE GROUND.
 AD2841
 AD2841                          STATION RECOVERY (1973)
 AD2841
 AD2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2841'RECOVERED IN GOOD CONDITION.
 AD2841
 AD2841                          STATION RECOVERY (1983)
 AD2841
 AD2841'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AD2841'RECOVERED IN GOOD CONDITION.
 AD2841
 AD2841                          STATION RECOVERY (1988)
 AD2841
 AD2841'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AD2841'RECOVERED IN GOOD CONDITION.
 AD2841
 AD2841                          STATION RECOVERY (1994)
 AD2841
 AD2841'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2841'MARK NOT FOUND.
 AD2841
 AD2841                          STATION RECOVERY (1995)
 AD2841
 AD2841'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2841'RECOVERED IN GOOD CONDITION.
 AD2841
 AD2841                          STATION RECOVERY (2003)
 AD2841
 AD2841'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2841'NEW ESTATE UNDER CONSTRUCTION AT LOCATION.  NEW WALL BUILT APPROX 30
 AD2841'FEET SOUTH OF CENTERLINE OF ROAD.  MUCH DEBRIS AND SUPPLIES AT
 AD2841'LOCATION.  MARK WILL BE INSIDE A WALLED AND GATED ESTATE AFTER IT IS
 AD2841'COMPLETED.
 AD2841
 AD2841                          STATION RECOVERY (2004)
 AD2841
 AD2841'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2841'MARK NOT FOUND.
 AD2841
 AD2841                          STATION RECOVERY (2005)
 AD2841
 AD2841'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2841'MARK NOT FOUND
 AD2841' 
 AD2841' 
 AD2841
 AD2841                          STATION RECOVERY (2005)
 AD2841
 AD2841'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1173 ***********************************************************************
 AC1173  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1173  DESIGNATION -  A 316
 AC1173  PID         -  AC1173
 AC1173  STATE/COUNTY-  FL/MIAMI-DADE
 AC1173  USGS QUAD   -  ARSENICKER KEYS (1997)
 AC1173
 AC1173                         *CURRENT SURVEY CONTROL
 AC1173  ___________________________________________________________________
 AC1173* NAD 83(1986)-  25 26 17.     (N)    080 19 39.     (W)     SCALED    
 AC1173* NAVD 88     -         2.083  (meters)       6.83   (feet)  ADJUSTED  
 AC1173  ___________________________________________________________________
 AC1173  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AC1173  DYNAMIC HT  -           2.079 (meters)       6.82  (feet)  COMP
 AC1173  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AC1173
 AC1173  VERT ORDER  -  SECOND    CLASS 0
 AC1173
 AC1173.The horizontal coordinates were scaled from a topographic map and have
 AC1173.an estimated accuracy of +/- 6 seconds.
 AC1173
 AC1173.The orthometric height was determined by differential leveling
 AC1173.and adjusted by the National Geodetic Survey in June 1991..
 AC1173
 AC1173.This Tidal Bench Mark is designated as VM 5846
 AC1173.by the Center for Operational Oceanographic Products and Services.
 AC1173
 AC1173.The geoid height was determined by GEOID03.
 AC1173
 AC1173.The dynamic height is computed by dividing the NAVD 88
 AC1173.geopotential number by the normal gravity value computed on the
 AC1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1173.degrees latitude (g = 980.6199 gals.).
 AC1173
 AC1173.The modeled gravity was interpolated from observed gravity values.
 AC1173
 AC1173;                    North         East    Units  Estimated Accuracy
 AC1173;SPC FL E     -   122,540.      267,640.      MT  (+/- 180 meters Scaled)
 AC1173
 AC1173                          SUPERSEDED SURVEY CONTROL
 AC1173
 AC1173  NGVD 29 (09/01/92)    2.549  (m)            8.36   (f) ADJUSTED    2 0
 AC1173
 AC1173.Superseded values are not recommended for survey control.
 AC1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1173.See file dsdata.txt to determine how the superseded data were derived.
 AC1173
 AC1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ676136(NAD 83)
 AC1173_MARKER: DB = BENCH MARK DISK
 AC1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC1173_SP_SET: WALL
 AC1173_STAMPING: A 316 1970
 AC1173_MARK LOGO: NGS   
 AC1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1173
 AC1173  HISTORY     - Date     Condition        Report By
 AC1173  HISTORY     - 1970     MONUMENTED       NGS
 AC1173  HISTORY     - 1982     GOOD             FLDNR
 AC1173  HISTORY     - 1982     GOOD             LOCSUR
 AC1173  HISTORY     - 1987     GOOD             USPSQD
 AC1173  HISTORY     - 1988     GOOD             USPSQD
 AC1173  HISTORY     - 1989     GOOD             USPSQD
 AC1173
 AC1173                          STATION DESCRIPTION
 AC1173
 AC1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC1173'9.2 MI SE FROM FLORIDA CITY.
 AC1173'ABOUT 8.0 MILES EAST ALONG PALM DRIVE FROM THE INTERSECTION OF
 AC1173'U.S. HIGHWAY 1 AT FLORIDA CITY, THENCE 1.2 MILES SOUTHEAST ALONG
 AC1173'A BLACK TOPPED ROAD, AT THE TURKEY POINT POWER PLANT OF THE
 AC1173'FLORIDA POWER AND LIGHT COMPANY, ABOUT 200 YARDS EAST OF THE
 AC1173'NORTH ONE OF TWO LARGE STACKS, ALONG THE NORTH SIDE OF THE
 AC1173'COOLING CANAL, AT THE BARGE DOCK, SET IN THE TOP OF THE SOUTHEAST
 AC1173'CORNER OF A 3-FOOT HIGH WALL, 17.8 FEET SOUTH OF THE SOUTHEAST
 AC1173'CORNER OF THE DOCK AND 3 FEET ABOVE THE LEVEL OF THE DOCK.
 AC1173
 AC1173                          STATION RECOVERY (1982)
 AC1173
 AC1173'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1173'RECOVERED IN GOOD CONDITION.
 AC1173
 AC1173                          STATION RECOVERY (1982)
 AC1173
 AC1173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AC1173'ABOUT 8.0 MILES E ALONG PALM DRIVE FROM THE INTERSECTION OF US
 AC1173'HIGHWAY 1 AT FLORIDA CITY, THENCE 1.2 MILES SOUTHEAST ALONG A BLACK
 AC1173'TAPED ROAD, AT THE TURKEY POINT POWER PLANT. OF THE FLORIDA POWER AND
 AC1173'LIGHT CO., ABOUT 200 YARDS EAST OF THE NORTH ONE OF TWO LARGE STACKS,
 AC1173'ALONG THE NORTH SIDE OF THE COOLING CANAL, AT THE BARGE DOCK, SET IN
 AC1173'THE TOP OF THE SOUTHEAST CORNER OF A 3 FOOT HIGH WALL. 17.8 FEET
 AC1173'SOUTH OF THE SOUTHEAST CORNER OF THE DOCK AND 3 FEET ABOVE THE LEVEL
 AC1173'OF THE DOCK.
 AC1173
 AC1173                          STATION RECOVERY (1987)
 AC1173
 AC1173'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1173'RECOVERED IN GOOD CONDITION.
 AC1173
 AC1173                          STATION RECOVERY (1988)
 AC1173
 AC1173'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1173'RECOVERED IN GOOD CONDITION.
 AC1173
 AC1173                          STATION RECOVERY (1989)
 AC1173
 AC1173'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1148 ***********************************************************************
 AC1148  DESIGNATION -  A 317
 AC1148  PID         -  AC1148
 AC1148  STATE/COUNTY-  FL/MIAMI-DADE
 AC1148  USGS QUAD   -  HOMESTEAD (1994)
 AC1148
 AC1148                         *CURRENT SURVEY CONTROL
 AC1148  ___________________________________________________________________
 AC1148* NAD 83(1986)-  25 25 33.     (N)    080 28 05.     (W)     SCALED    
 AC1148* NAVD 88     -         0.509  (meters)       1.67   (feet)  ADJUSTED  
 AC1148  ___________________________________________________________________
 AC1148  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AC1148  DYNAMIC HT  -           0.508 (meters)       1.67  (feet)  COMP
 AC1148  MODELED GRAV-     978,975.4   (mgal)                       NAVD 88
 AC1148
 AC1148  VERT ORDER  -  SECOND    CLASS 0
 AC1148
 AC1148.The horizontal coordinates were scaled from a topographic map and have
 AC1148.an estimated accuracy of +/- 6 seconds.
 AC1148
 AC1148.The orthometric height was determined by differential leveling
 AC1148.and adjusted by the National Geodetic Survey in June 1991..
 AC1148
 AC1148.The geoid height was determined by GEOID03.
 AC1148
 AC1148.The dynamic height is computed by dividing the NAVD 88
 AC1148.geopotential number by the normal gravity value computed on the
 AC1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1148.degrees latitude (g = 980.6199 gals.).
 AC1148
 AC1148.The modeled gravity was interpolated from observed gravity values.
 AC1148
 AC1148;                    North         East    Units  Estimated Accuracy
 AC1148;SPC FL E     -   121,120.      253,510.      MT  (+/- 180 meters Scaled)
 AC1148
 AC1148                          SUPERSEDED SURVEY CONTROL
 AC1148
 AC1148  NGVD 29 (??/??/92)    0.972  (m)            3.19   (f) ADJ UNCH    2 0
 AC1148
 AC1148.Superseded values are not recommended for survey control.
 AC1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1148.See file dsdata.txt to determine how the superseded data were derived.
 AC1148
 AC1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ534122(NAD 83)
 AC1148_MARKER: DB = BENCH MARK DISK
 AC1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC1148_SP_SET: CONCRETE POST
 AC1148_STAMPING: A 317 1970
 AC1148_MARK LOGO: NGS   
 AC1148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1148+STABILITY: SURFACE MOTION
 AC1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1148+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 AC1148
 AC1148  HISTORY     - Date     Condition        Report By
 AC1148  HISTORY     - 1970     MONUMENTED       NGS
 AC1148  HISTORY     - 1986     GOOD             USPSQD
 AC1148  HISTORY     - 1987     GOOD             USPSQD
 AC1148  HISTORY     - 1987     GOOD             USPSQD
 AC1148  HISTORY     - 1988     GOOD             USPSQD
 AC1148  HISTORY     - 1988     GOOD             USPSQD
 AC1148  HISTORY     - 1989     GOOD             USPSQD
 AC1148  HISTORY     - 19930517 GOOD             NGS
 AC1148
 AC1148                          STATION DESCRIPTION
 AC1148
 AC1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC1148'0.8 MI SE FROM FLORIDA CITY.
 AC1148'ABOUT 0.75 MILE SOUTHEAST ALONG CARD SOUND ROAD FROM THE JUNCTION
 AC1148'OF U.S. HIGHWAY 1 AT FLORIDA CITY, 41 FEET NORTHEAST OF THE
 AC1148'CENTER LINE OF THE ROAD, 7 1/2 FEET NORTHWEST OF POWER LINE
 AC1148'POLE NO. 15, 19 1/2 FEET WEST OF A POWER LINE GUY POLE, 13 1/2
 AC1148'FEET NORTH OF A POWER LINE POLE WITH A GUY WIRE, 2 FEET SOUTHEAST
 AC1148'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD AND
 AC1148'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 AC1148'LEVEL OF THE GROUND.
 AC1148
 AC1148                          STATION RECOVERY (1986)
 AC1148
 AC1148'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC1148'RECOVERED IN GOOD CONDITION.
 AC1148
 AC1148                          STATION RECOVERY (1987)
 AC1148
 AC1148'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1148'RECOVERED IN GOOD CONDITION.
 AC1148
 AC1148                          STATION RECOVERY (1987)
 AC1148
 AC1148'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC1148'RECOVERED IN GOOD CONDITION.
 AC1148
 AC1148                          STATION RECOVERY (1988)
 AC1148
 AC1148'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEM)
 AC1148'RECOVERED IN GOOD CONDITION.
 AC1148
 AC1148                          STATION RECOVERY (1988)
 AC1148
 AC1148'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1148'RECOVERED IN GOOD CONDITION.
 AC1148
 AC1148                          STATION RECOVERY (1989)
 AC1148
 AC1148'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC1148'RECOVERED IN GOOD CONDITION.
 AC1148
 AC1148                          STATION RECOVERY (1993)
 AC1148
 AC1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC1148'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AC1148'STATE HIGHWAY 9336 IN FLORIDA CITY, THENCE 1.2 KM (0.75 MI)
 AC1148'SOUTHEASTERLY ALONG CARD SOUND ROAD, 12.4 M (40.7 FT) NORTHEAST OF
 AC1148'THE CENTERLINE OF THE ROAD, 2.3 M (7.5 FT) NORTHWEST OF A UTILITY
 AC1148'POLE, 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST, 0.6 M (2.0 FT)
 AC1148'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 AC1148'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2128 ***********************************************************************
 AC2128  DESIGNATION -  A 318
 AC2128  PID         -  AC2128
 AC2128  STATE/COUNTY-  FL/MIAMI-DADE
 AC2128  USGS QUAD   -  SOUTH MIAMI (1988)
 AC2128
 AC2128                         *CURRENT SURVEY CONTROL
 AC2128  ___________________________________________________________________
 AC2128* NAD 83(1986)-  25 40 43.     (N)    080 15 18.     (W)     SCALED    
 AC2128* NAVD 88     -         0.602  (meters)       1.98   (feet)  ADJUSTED  
 AC2128  ___________________________________________________________________
 AC2128  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AC2128  DYNAMIC HT  -           0.601 (meters)       1.97  (feet)  COMP
 AC2128  MODELED GRAV-     979,015.1   (mgal)                       NAVD 88
 AC2128
 AC2128  VERT ORDER  -  SECOND    CLASS 0
 AC2128
 AC2128.The horizontal coordinates were scaled from a topographic map and have
 AC2128.an estimated accuracy of +/- 6 seconds.
 AC2128
 AC2128.The orthometric height was determined by differential leveling
 AC2128.and adjusted by the National Geodetic Survey in June 1991..
 AC2128
 AC2128.The geoid height was determined by GEOID03.
 AC2128
 AC2128.The dynamic height is computed by dividing the NAVD 88
 AC2128.geopotential number by the normal gravity value computed on the
 AC2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2128.degrees latitude (g = 980.6199 gals.).
 AC2128
 AC2128.The modeled gravity was interpolated from observed gravity values.
 AC2128
 AC2128;                    North         East    Units  Estimated Accuracy
 AC2128;SPC FL E     -   149,220.      274,790.      MT  (+/- 180 meters Scaled)
 AC2128
 AC2128                          SUPERSEDED SURVEY CONTROL
 AC2128
 AC2128  NGVD 29 (??/??/92)    1.072  (m)            3.52   (f) ADJ UNCH    2 0
 AC2128
 AC2128.Superseded values are not recommended for survey control.
 AC2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2128.See file dsdata.txt to determine how the superseded data were derived.
 AC2128
 AC2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ747403(NAD 83)
 AC2128_MARKER: DB = BENCH MARK DISK
 AC2128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2128_SP_SET: FLOOD GATE
 AC2128_STAMPING: A 318 1970
 AC2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2128
 AC2128  HISTORY     - Date     Condition        Report By
 AC2128  HISTORY     - 1970     MONUMENTED       NGS
 AC2128  HISTORY     - 1987     GOOD             USPSQD
 AC2128  HISTORY     - 1987     GOOD             USPSQD
 AC2128  HISTORY     - 1988     GOOD             USPSQD
 AC2128  HISTORY     - 1990     GOOD             USPSQD
 AC2128  HISTORY     - 1990     GOOD             USPSQD
 AC2128  HISTORY     - 1990     GOOD             USPSQD
 AC2128  HISTORY     - 19910728 GOOD             USPSQD
 AC2128  HISTORY     - 19940911 GOOD             USPSQD
 AC2128
 AC2128                          STATION DESCRIPTION
 AC2128
 AC2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2128'4.4 MI S FROM CORAL GABLES.
 AC2128'ABOUT 1.5 MILES SOUTH ALONG LE JEUNE ROAD FROM THE INTERSECTION
 AC2128'OF U.S. HIGHWAY 1 AT CORAL GABLES, THENCE 1.8 MILES SOUTHWEST
 AC2128'ALONG OLD CUTLER ROAD, THENCE 1.1 MILES EASTERLY ALONG AN
 AC2128'ASPHALT ROAD THRU THE MATHESON HAMMOCK STATE PARK, ALONG THE
 AC2128'WEST SHORE OF BISCAYNE BAY, ALONG THE NORTHEAST SIDE OF A
 AC2128'CIRCULAR POOL WHICH IS FED THRU FLOOD GATES FROM THE BAY TO
 AC2128'POOL, SET ON THE TOP OF THE NORTHWEST END OF A CONCRETE HEAD
 AC2128'WALL FOR A FLOOD GATE, 10 FEET SOUTHWEST OF THE CENTER LINE OF
 AC2128'A DRIVEWAY AROUND THE POOL, 300 FEET SOUTHEAST OF THE SOUTHEAST
 AC2128'CORNER OF A BATHHOUSE AND SNACK BAR AND LEVEL WITH THE DRIVEWAY,
 AC2128'IN SECTION 5, T 55 S, R 41 E.
 AC2128
 AC2128                          STATION RECOVERY (1987)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC2128'RECOVERED IN GOOD CONDITION.
 AC2128
 AC2128                          STATION RECOVERY (1987)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC2128'RECOVERED IN GOOD CONDITION.
 AC2128
 AC2128                          STATION RECOVERY (1988)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2128'RECOVERED IN GOOD CONDITION.
 AC2128
 AC2128                          STATION RECOVERY (1990)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC2128'RECOVERED IN GOOD CONDITION.
 AC2128
 AC2128                          STATION RECOVERY (1990)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 AC2128'RECOVERED IN GOOD CONDITION.
 AC2128
 AC2128                          STATION RECOVERY (1990)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1990 (DD)
 AC2128'RECOVERED IN GOOD CONDITION.
 AC2128
 AC2128                          STATION RECOVERY (1991)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC2128'RECOVERED IN GOOD CONDITION.
 AC2128
 AC2128                          STATION RECOVERY (1994)
 AC2128
 AC2128'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0872 ***********************************************************************
 AQ0872  DESIGNATION -  A 319
 AQ0872  PID         -  AQ0872
 AQ0872  STATE/COUNTY-  FL/FLAGLER
 AQ0872  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ0872
 AQ0872                         *CURRENT SURVEY CONTROL
 AQ0872  ___________________________________________________________________
 AQ0872* NAD 83(1986)-  29 28 31.     (N)    081 13 00.     (W)     SCALED    
 AQ0872* NAVD 88     -         7.925  (meters)      26.00   (feet)  ADJUSTED  
 AQ0872  ___________________________________________________________________
 AQ0872  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ0872  DYNAMIC HT  -           7.914 (meters)      25.96  (feet)  COMP
 AQ0872  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 AQ0872
 AQ0872  VERT ORDER  -  FIRST     CLASS II
 AQ0872
 AQ0872.The horizontal coordinates were scaled from a topographic map and have
 AQ0872.an estimated accuracy of +/- 6 seconds.
 AQ0872
 AQ0872.The orthometric height was determined by differential leveling
 AQ0872.and adjusted by the National Geodetic Survey in May 1994..
 AQ0872
 AQ0872.The geoid height was determined by GEOID03.
 AQ0872
 AQ0872.The dynamic height is computed by dividing the NAVD 88
 AQ0872.geopotential number by the normal gravity value computed on the
 AQ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0872.degrees latitude (g = 980.6199 gals.).
 AQ0872
 AQ0872.The modeled gravity was interpolated from observed gravity values.
 AQ0872
 AQ0872;                    North         East    Units  Estimated Accuracy
 AQ0872;SPC FL E     -   569,730.      178,990.      MT  (+/- 180 meters Scaled)
 AQ0872
 AQ0872                          SUPERSEDED SURVEY CONTROL
 AQ0872
 AQ0872  NAVD 88 (06/15/91)    7.922  (m)           25.99   (f) UNKNOWN     1 2
 AQ0872  NGVD 29 (09/01/92)    8.243  (m)           27.04   (f) ADJUSTED    1 2
 AQ0872
 AQ0872.Superseded values are not recommended for survey control.
 AQ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0872.See file dsdata.txt to determine how the superseded data were derived.
 AQ0872
 AQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN789606(NAD 83)
 AQ0872_MARKER: DB = BENCH MARK DISK
 AQ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0872_SP_SET: CONCRETE POST
 AQ0872_STAMPING: A 319 1970
 AQ0872_MARK LOGO: CGS   
 AQ0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0872+STABILITY: SURFACE MOTION
 AQ0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0872+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 AQ0872
 AQ0872  HISTORY     - Date     Condition        Report By
 AQ0872  HISTORY     - 1970     MONUMENTED       NGS
 AQ0872  HISTORY     - 1972     GOOD             NGS
 AQ0872  HISTORY     - 1977     GOOD             NGS
 AQ0872  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ0872  HISTORY     - 19910323 GOOD             NGS
 AQ0872  HISTORY     - 20000809 GOOD             FLDEP
 AQ0872
 AQ0872                          STATION DESCRIPTION
 AQ0872
 AQ0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0872'2.8 MI E FROM BUNNELL.
 AQ0872'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 AQ0872'AT BUNNELL, IN SECTION 7, R 31 E, T 12 S, 0.4 MILE WEST OF THE
 AQ0872'JUNCTION OF A GRAVELED ROAD LEADING SOUTH TO THE BUNNELL AIRPORT,
 AQ0872'100.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 158 FEET EAST
 AQ0872'OF THE CENTER OF A DRAINAGE DITCH, 3 1/2 FEET NORTH OF A WIRE
 AQ0872'FENCE, 1.5 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 2 FEET
 AQ0872'EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 AQ0872'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 AQ0872'ABOVE THE LEVEL OF THE GROUND.
 AQ0872
 AQ0872                          STATION RECOVERY (1972)
 AQ0872
 AQ0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AQ0872'RECOVERED IN GOOD CONDITION.
 AQ0872
 AQ0872                          STATION RECOVERY (1977)
 AQ0872
 AQ0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ0872'RECOVERED IN GOOD CONDITION.
 AQ0872
 AQ0872                          STATION RECOVERY (1988)
 AQ0872
 AQ0872'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ0872'MARK NOT FOUND.
 AQ0872
 AQ0872                          STATION RECOVERY (1991)
 AQ0872
 AQ0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0872'8.5 KM (5.3 MI) WESTERLY ALONG STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ0872'FROM THE JUNCTION OF STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN
 AQ0872'FLAGLER BEACH, 0.7 KM (0.4 MI) EAST OF THE INTERSECTION OF BELLE
 AQ0872'TERRE BOULEVARD, 48.2 M (158.1 FT) EAST OF THE CENTER OF A DRAINAGE
 AQ0872'DITCH, 30.6 M (100.4 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 AQ0872'CENTERLINE, 0.5 M (1.6 FT) WEST OF A RIGHT-OF-WAY POST, 0.5 M
 AQ0872'(1.6 FT) EAST OF A WITNESS POST, 0.5 M (1.6 FT) NORTH OF A WITNESS
 AQ0872'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AQ0872'SURFACE.
 AQ0872
 AQ0872                          STATION RECOVERY (2000)
 AQ0872
 AQ0872'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AQ0872'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1394 ***********************************************************************
 AQ1394  DESIGNATION -  A 32
 AQ1394  PID         -  AQ1394
 AQ1394  STATE/COUNTY-  FL/VOLUSIA
 AQ1394  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1394
 AQ1394                         *CURRENT SURVEY CONTROL
 AQ1394  ___________________________________________________________________
 AQ1394* NAD 83(1986)-  29 04 52.     (N)    080 59 01.     (W)     SCALED    
 AQ1394* NAVD 88     -         4.403  (meters)      14.45   (feet)  ADJUSTED  
 AQ1394  ___________________________________________________________________
 AQ1394  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AQ1394  DYNAMIC HT  -           4.397 (meters)      14.43  (feet)  COMP
 AQ1394  MODELED GRAV-     979,258.2   (mgal)                       NAVD 88
 AQ1394
 AQ1394  VERT ORDER  -  FIRST     CLASS I
 AQ1394
 AQ1394.The horizontal coordinates were scaled from a topographic map and have
 AQ1394.an estimated accuracy of +/- 6 seconds.
 AQ1394
 AQ1394.The orthometric height was determined by differential leveling
 AQ1394.and adjusted by the National Geodetic Survey in June 1991..
 AQ1394
 AQ1394.The geoid height was determined by GEOID03.
 AQ1394
 AQ1394.The dynamic height is computed by dividing the NAVD 88
 AQ1394.geopotential number by the normal gravity value computed on the
 AQ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1394.degrees latitude (g = 980.6199 gals.).
 AQ1394
 AQ1394.The modeled gravity was interpolated from observed gravity values.
 AQ1394
 AQ1394;                    North         East    Units  Estimated Accuracy
 AQ1394;SPC FL E     -   526,020.      201,600.      MT  (+/- 180 meters Scaled)
 AQ1394
 AQ1394                          SUPERSEDED SURVEY CONTROL
 AQ1394
 AQ1394  NGVD 29 (??/??/92)    4.771  (m)           15.65   (f) ADJ UNCH    1 1
 AQ1394
 AQ1394.Superseded values are not recommended for survey control.
 AQ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1394.See file dsdata.txt to determine how the superseded data were derived.
 AQ1394
 AQ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN015169(NAD 83)
 AQ1394_MARKER: DB = BENCH MARK DISK
 AQ1394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1394_SP_SET: SIGNAL BASE
 AQ1394_STAMPING: A 32 1932 15.636
 AQ1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1394
 AQ1394  HISTORY     - Date     Condition        Report By
 AQ1394  HISTORY     - 1932     MONUMENTED       CGS
 AQ1394  HISTORY     - 1965     GOOD             NGS
 AQ1394  HISTORY     - 1986     GOOD             USPSQD
 AQ1394
 AQ1394                          STATION DESCRIPTION
 AQ1394
 AQ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AQ1394'4.3 MI S FROM PORT ORANGE.
 AQ1394'4.3 MILES SOUTH ALONG THE FLORIDA EAST RAILWAY FROM THE STATION
 AQ1394'AT PORT ORANGE, ABOUT 73 PACES NORTH OF THE NORTH END OF
 AQ1394'RAILROAD TRESTLE OVER SPRUCE CREEK, 56.8 FEET SOUTH OF MILEPOST
 AQ1394'119, 7.0 FEET WEST OF THE WEST RAIL, 14.0 FEET EAST OF TELEPHONE
 AQ1394'POLE NO. 4395, SET IN THE TOP AT THE SOUTHEAST CORNER OF AN
 AQ1394'ABANDONED SIGNAL BASE AND ABOUT LEVEL WITH THE TRACK.
 AQ1394
 AQ1394                          STATION RECOVERY (1986)
 AQ1394
 AQ1394'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AQ1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1073 ***********************************************************************
 AQ1073  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1073  DESIGNATION -  A 320
 AQ1073  PID         -  AQ1073
 AQ1073  STATE/COUNTY-  FL/VOLUSIA
 AQ1073  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1073
 AQ1073                         *CURRENT SURVEY CONTROL
 AQ1073  ___________________________________________________________________
 AQ1073* NAD 83(1986)-  29 17 10.     (N)    081 03 13.     (W)     SCALED    
 AQ1073* NAVD 88     -         5.503  (meters)      18.05   (feet)  ADJUSTED  
 AQ1073  ___________________________________________________________________
 AQ1073  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1073  DYNAMIC HT  -           5.495 (meters)      18.03  (feet)  COMP
 AQ1073  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AQ1073
 AQ1073  VERT ORDER  -  SECOND    CLASS 0
 AQ1073
 AQ1073.The horizontal coordinates were scaled from a topographic map and have
 AQ1073.an estimated accuracy of +/- 6 seconds.
 AQ1073
 AQ1073.The orthometric height was determined by differential leveling
 AQ1073.and adjusted by the National Geodetic Survey in June 1991..
 AQ1073
 AQ1073.This Tidal Bench Mark is designated as VM 17141
 AQ1073.by the Center for Operational Oceanographic Products and Services.
 AQ1073
 AQ1073.The geoid height was determined by GEOID03.
 AQ1073
 AQ1073.The dynamic height is computed by dividing the NAVD 88
 AQ1073.geopotential number by the normal gravity value computed on the
 AQ1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1073.degrees latitude (g = 980.6199 gals.).
 AQ1073
 AQ1073.The modeled gravity was interpolated from observed gravity values.
 AQ1073
 AQ1073;                    North         East    Units  Estimated Accuracy
 AQ1073;SPC FL E     -   548,740.      194,790.      MT  (+/- 180 meters Scaled)
 AQ1073
 AQ1073                          SUPERSEDED SURVEY CONTROL
 AQ1073
 AQ1073  NGVD 29 (09/01/92)    5.855  (m)           19.21   (f) ADJUSTED    2 0
 AQ1073
 AQ1073.Superseded values are not recommended for survey control.
 AQ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1073.See file dsdata.txt to determine how the superseded data were derived.
 AQ1073
 AQ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN947396(NAD 83)
 AQ1073_MARKER: DD = SURVEY DISK
 AQ1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1073_SP_SET: BRIDGE ABUTMENT
 AQ1073_STAMPING: A 320 1970
 AQ1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1073
 AQ1073  HISTORY     - Date     Condition        Report By
 AQ1073  HISTORY     - 1970     MONUMENTED       FLDT
 AQ1073  HISTORY     - 1970     GOOD             NGS
 AQ1073  HISTORY     - 1970     GOOD             NGS
 AQ1073  HISTORY     - 1970     GOOD             NGS
 AQ1073  HISTORY     - 1978     GOOD             FLDNR
 AQ1073  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1073  HISTORY     - 19910315 MARK NOT FOUND   NGS
 AQ1073
 AQ1073                          STATION DESCRIPTION
 AQ1073
 AQ1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ1073'AT ORMOND BEACH.
 AQ1073'AT ORMOND BEACH, 0.6 MILE EAST ALONG STATE HIGHWAY 40 FROM THE
 AQ1073'JUNCTION OF U.S. HIGHWAY 1, IN RANGE 32 E, T 14 S, SET ON THE
 AQ1073'TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE LARGE HIGHWAY
 AQ1073'BRIDGE OVER THE INTRACOASTAL WATERWAY (HALIFAX RIVER), 7.3
 AQ1073'FEET SOUTH OF THE SOUTH BRIDGE CURB AND 1 FOOT ABOVE THE LEVEL
 AQ1073'OF THE BRIDGE FLOOR.
 AQ1073
 AQ1073                          STATION RECOVERY (1970)
 AQ1073
 AQ1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AQ1073'RECOVERED IN GOOD CONDITION.
 AQ1073
 AQ1073                          STATION RECOVERY (1970)
 AQ1073
 AQ1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AQ1073'RECOVERED IN GOOD CONDITION.
 AQ1073
 AQ1073                          STATION RECOVERY (1978)
 AQ1073
 AQ1073'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1073'RECOVERED IN GOOD CONDITION.
 AQ1073
 AQ1073                          STATION RECOVERY (1990)
 AQ1073
 AQ1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1073'MARK NOT FOUND.
 AQ1073
 AQ1073                          STATION RECOVERY (1991)
 AQ1073
 AQ1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1073'THE BRIDGE AT THE DESCRIBED LOCATION WAS REPLACED IN 1982.  ASSUMED
 AQ1073'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0512 ***********************************************************************
 AQ0512  DESIGNATION -  A 321
 AQ0512  PID         -  AQ0512
 AQ0512  STATE/COUNTY-  FL/FLAGLER
 AQ0512  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ0512
 AQ0512                         *CURRENT SURVEY CONTROL
 AQ0512  ___________________________________________________________________
 AQ0512* NAD 83(1986)-  29 36 09.     (N)    081 11 52.     (W)     SCALED    
 AQ0512* NAVD 88     -         3.061  (meters)      10.04   (feet)  ADJUSTED  
 AQ0512  ___________________________________________________________________
 AQ0512  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ0512  DYNAMIC HT  -           3.057 (meters)      10.03  (feet)  COMP
 AQ0512  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AQ0512
 AQ0512  VERT ORDER  -  FIRST     CLASS II
 AQ0512
 AQ0512.The horizontal coordinates were scaled from a topographic map and have
 AQ0512.an estimated accuracy of +/- 6 seconds.
 AQ0512
 AQ0512.The orthometric height was determined by differential leveling
 AQ0512.and adjusted by the National Geodetic Survey in May 1994..
 AQ0512
 AQ0512.The geoid height was determined by GEOID03.
 AQ0512
 AQ0512.The dynamic height is computed by dividing the NAVD 88
 AQ0512.geopotential number by the normal gravity value computed on the
 AQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0512.degrees latitude (g = 980.6199 gals.).
 AQ0512
 AQ0512.The modeled gravity was interpolated from observed gravity values.
 AQ0512
 AQ0512;                    North         East    Units  Estimated Accuracy
 AQ0512;SPC FL E     -   583,820.      180,840.      MT  (+/- 180 meters Scaled)
 AQ0512
 AQ0512                          SUPERSEDED SURVEY CONTROL
 AQ0512
 AQ0512  NAVD 88 (06/15/91)    3.070  (m)           10.07   (f) UNKNOWN     1 2
 AQ0512  NGVD 29 (09/01/92)    3.373  (m)           11.07   (f) ADJUSTED    1 2
 AQ0512
 AQ0512.Superseded values are not recommended for survey control.
 AQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0512.See file dsdata.txt to determine how the superseded data were derived.
 AQ0512
 AQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN808747(NAD 83)
 AQ0512_MARKER: DB = BENCH MARK DISK
 AQ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0512_SP_SET: CONCRETE POST
 AQ0512_STAMPING: A 321 1970
 AQ0512_MARK LOGO: CGS   
 AQ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0512+STABILITY: SURFACE MOTION
 AQ0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0512+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ0512
 AQ0512  HISTORY     - Date     Condition        Report By
 AQ0512  HISTORY     - 1970     MONUMENTED       NGS
 AQ0512  HISTORY     - 1987     GOOD             USPSQD
 AQ0512  HISTORY     - 1988     GOOD             USPSQD
 AQ0512  HISTORY     - 1990     GOOD             USPSQD
 AQ0512  HISTORY     - 19910323 GOOD             NGS
 AQ0512
 AQ0512                          STATION DESCRIPTION
 AQ0512
 AQ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0512'4.9 MI S FROM MARINELAND.
 AQ0512'ABOUT 4.9 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AQ0512'ADMINISTRATION BUILDING AT MARINELAND, IN R 31 E, T 10 S,
 AQ0512'240 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 AQ0512'AN EAST-WEST SAND ROAD, 43 FEET EAST OF THE CENTER LINE OF THE
 AQ0512'HIGHWAY, 7 FEET WEST OF A HURRICANE FENCE LINE, 3 FEET NORTH
 AQ0512'OF A POWER LINE POLE, 10.3 FEET SOUTH OF THE GROUND END OF A
 AQ0512'GUY WIRE FOR THE POWER LINE POLE, 2 FEET SOUTH OF A METAL
 AQ0512'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 AQ0512'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 AQ0512'GROUND.
 AQ0512
 AQ0512                          STATION RECOVERY (1987)
 AQ0512
 AQ0512'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ0512'RECOVERED IN GOOD CONDITION.
 AQ0512
 AQ0512                          STATION RECOVERY (1988)
 AQ0512
 AQ0512'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ0512'RECOVERED IN GOOD CONDITION.
 AQ0512
 AQ0512                          STATION RECOVERY (1990)
 AQ0512
 AQ0512'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0512'RECOVERED IN GOOD CONDITION.
 AQ0512
 AQ0512                          STATION RECOVERY (1991)
 AQ0512
 AQ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0512'15.5 KM (9.6 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ0512'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ0512'IN FLAGLER BEACH, 70.9 M (232.6 FT) SOUTH OF THE CENTERLINE OF 16TH
 AQ0512'ROAD, 17.5 M (57.4 FT) NORTH OF THE SOUTHWEST CORNER OF A CHAIN-LINK
 AQ0512'FENCE, 14.8 M (48.6 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 AQ0512'CENTERLINE, 2.2 M (7.2 FT) WEST OF THE FENCE, 1.2 M (3.9 FT) NORTH OF
 AQ0512'UTILITY POLE NUMBER 40 WITH ONE GUY CABLE, 0.7 M (2.3 FT) SOUTH OF A
 AQ0512'WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 AQ0512'GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT, LEANS TO THE SOUTH,
 AQ0512'AND THE SOUTH SIDE IS MISSING, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0349 ***********************************************************************
 AQ0349  DESIGNATION -  A 322
 AQ0349  PID         -  AQ0349
 AQ0349  STATE/COUNTY-  FL/ST JOHNS
 AQ0349  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ0349
 AQ0349                         *CURRENT SURVEY CONTROL
 AQ0349  ___________________________________________________________________
 AQ0349* NAD 83(1986)-  29 50 17.     (N)    081 16 03.     (W)     SCALED    
 AQ0349* NAVD 88     -         3.249  (meters)      10.66   (feet)  ADJUSTED  
 AQ0349  ___________________________________________________________________
 AQ0349  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AQ0349  DYNAMIC HT  -           3.245 (meters)      10.65  (feet)  COMP
 AQ0349  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 AQ0349
 AQ0349  VERT ORDER  -  FIRST     CLASS II
 AQ0349
 AQ0349.The horizontal coordinates were scaled from a topographic map and have
 AQ0349.an estimated accuracy of +/- 6 seconds.
 AQ0349
 AQ0349.The orthometric height was determined by differential leveling
 AQ0349.and adjusted by the National Geodetic Survey in May 1994..
 AQ0349
 AQ0349.The geoid height was determined by GEOID03.
 AQ0349
 AQ0349.The dynamic height is computed by dividing the NAVD 88
 AQ0349.geopotential number by the normal gravity value computed on the
 AQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0349.degrees latitude (g = 980.6199 gals.).
 AQ0349
 AQ0349.The modeled gravity was interpolated from observed gravity values.
 AQ0349
 AQ0349;                    North         East    Units  Estimated Accuracy
 AQ0349;SPC FL E     -   609,950.      174,150.      MT  (+/- 180 meters Scaled)
 AQ0349
 AQ0349                          SUPERSEDED SURVEY CONTROL
 AQ0349
 AQ0349  NAVD 88 (06/15/91)    3.262  (m)           10.70   (f) UNKNOWN     1 2
 AQ0349  NGVD 29 (09/01/92)    3.574  (m)           11.73   (f) ADJUSTED    1 2
 AQ0349
 AQ0349.Superseded values are not recommended for survey control.
 AQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0349.See file dsdata.txt to determine how the superseded data were derived.
 AQ0349
 AQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP741008(NAD 83)
 AQ0349_MARKER: DB = BENCH MARK DISK
 AQ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0349_SP_SET: CONCRETE POST
 AQ0349_STAMPING: A 322 1970
 AQ0349_MARK LOGO: CGS   
 AQ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0349+STABILITY: SURFACE MOTION
 AQ0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0349+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ0349
 AQ0349  HISTORY     - Date     Condition        Report By
 AQ0349  HISTORY     - 1970     MONUMENTED       NGS
 AQ0349  HISTORY     - 1989     GOOD             USPSQD
 AQ0349  HISTORY     - 1990     GOOD             USPSQD
 AQ0349  HISTORY     - 19910323 GOOD             NGS
 AQ0349
 AQ0349                          STATION DESCRIPTION
 AQ0349
 AQ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0349'1.3 MI S FROM ST AUGUSTINE BEACH.
 AQ0349'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE ST.
 AQ0349'AUGUSTINE BEACH FIRE STATION BUILDING AT ST AUGUSTINE BEACH,
 AQ0349'ABOUT 0.8 MILE NORTH-NORTHEAST OF THE SOUTH JUNCTION OF STATE
 AQ0349'HIGHWAY A 1 A AND STATE HIGHWAY S 3, IN SECTION 3, R 30 E, T 8 S,
 AQ0349'24.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 81.9 FEET
 AQ0349'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SANDY BEACH MOTEL,
 AQ0349'1 FOOT WEST OF A CONCRETE LIGHTPOLE, 2 FEET NORTHWEST OF A
 AQ0349'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 AQ0349'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 AQ0349'LEVEL OF THE GROUND.
 AQ0349
 AQ0349                          STATION RECOVERY (1989)
 AQ0349
 AQ0349'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ0349'RECOVERED IN GOOD CONDITION.
 AQ0349
 AQ0349                          STATION RECOVERY (1990)
 AQ0349
 AQ0349'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0349'RECOVERED IN GOOD CONDITION.
 AQ0349
 AQ0349                          STATION RECOVERY (1991)
 AQ0349
 AQ0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0349'7.6 KM (4.7 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ0349'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 206 IN CRESCENT BEACH,
 AQ0349'55.0 M (180.4 FT) NORTH OF THE CENTER OF THE HOLIDAY INN ENTRANCE
 AQ0349'ROAD, 7.5 M (24.6 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 AQ0349'1.0 M (3.3 FT) EAST OF THE EDGE OF A SIDEWALK, 0.5 M (1.6 FT)
 AQ0349'NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF UTILITY LIGHT POLE
 AQ0349'NUMBER 192FM55, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW
 AQ0349'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0535 ***********************************************************************
 BC0535  DESIGNATION -  A 323
 BC0535  PID         -  BC0535
 BC0535  STATE/COUNTY-  FL/ST JOHNS
 BC0535  USGS QUAD   -  MICKLER LANDING (1992)
 BC0535
 BC0535                         *CURRENT SURVEY CONTROL
 BC0535  ___________________________________________________________________
 BC0535* NAD 83(1986)-  30 08 06.     (N)    081 21 00.     (W)     SCALED    
 BC0535* NAVD 88     -         2.990  (meters)       9.81   (feet)  ADJUSTED  
 BC0535  ___________________________________________________________________
 BC0535  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC0535  DYNAMIC HT  -           2.986 (meters)       9.80  (feet)  COMP
 BC0535  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BC0535
 BC0535  VERT ORDER  -  SECOND    CLASS 0
 BC0535
 BC0535.The horizontal coordinates were scaled from a topographic map and have
 BC0535.an estimated accuracy of +/- 6 seconds.
 BC0535
 BC0535.The orthometric height was determined by differential leveling
 BC0535.and adjusted by the National Geodetic Survey in June 1991..
 BC0535
 BC0535.The geoid height was determined by GEOID03.
 BC0535
 BC0535.The dynamic height is computed by dividing the NAVD 88
 BC0535.geopotential number by the normal gravity value computed on the
 BC0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0535.degrees latitude (g = 980.6199 gals.).
 BC0535
 BC0535.The modeled gravity was interpolated from observed gravity values.
 BC0535
 BC0535;                    North         East    Units  Estimated Accuracy
 BC0535;SPC FL E     -   642,880.      166,280.      MT  (+/- 180 meters Scaled)
 BC0535
 BC0535                          SUPERSEDED SURVEY CONTROL
 BC0535
 BC0535  NGVD 29 (??/??/92)    3.319  (m)           10.89   (f) ADJ UNCH    2 0
 BC0535
 BC0535.Superseded values are not recommended for survey control.
 BC0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0535.See file dsdata.txt to determine how the superseded data were derived.
 BC0535
 BC0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP662337(NAD 83)
 BC0535_MARKER: DB = BENCH MARK DISK
 BC0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0535_STAMPING: A 323 1970
 BC0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0535+STABILITY: SURFACE MOTION
 BC0535
 BC0535  HISTORY     - Date     Condition        Report By
 BC0535  HISTORY     - 1970     MONUMENTED       NGS
 BC0535
 BC0535                          STATION DESCRIPTION
 BC0535
 BC0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0535'17.7 MI N FROM ST AUGUSTINE.
 BC0535'ABOUT 17.7 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE
 BC0535'JUNCTION OF U.S. HIGHWAY 1 AT ST AUGUSTINE, AT A SMALL CLEARING
 BC0535'AND PARKING AREA, 56.3 FEET EAST OF THE CENTER LINE OF THE
 BC0535'HIGHWAY, 31 FEET SOUTHEAST OF A 24-INCH FORKED OAK TREE WITH A
 BC0535'PAINTED BLAZE, 2 1/2 FEET SOUTH OF A 14 INCH PALM TREE, 2 FEET
 BC0535'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BC0535'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BC0535'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0499 ***********************************************************************
 BC0499  DESIGNATION -  A 324
 BC0499  PID         -  BC0499
 BC0499  STATE/COUNTY-  FL/DUVAL
 BC0499  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC0499
 BC0499                         *CURRENT SURVEY CONTROL
 BC0499  ___________________________________________________________________
 BC0499* NAD 83(1986)-  30 17 18.     (N)    081 25 14.     (W)     SCALED    
 BC0499* NAVD 88     -        11.988  (meters)      39.33   (feet)  ADJUSTED  
 BC0499  ___________________________________________________________________
 BC0499  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC0499  DYNAMIC HT  -          11.972 (meters)      39.28  (feet)  COMP
 BC0499  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BC0499
 BC0499  VERT ORDER  -  SECOND    CLASS 0
 BC0499
 BC0499.The horizontal coordinates were scaled from a topographic map and have
 BC0499.an estimated accuracy of +/- 6 seconds.
 BC0499
 BC0499.The orthometric height was determined by differential leveling
 BC0499.and adjusted by the National Geodetic Survey in June 1991..
 BC0499
 BC0499.The geoid height was determined by GEOID03.
 BC0499
 BC0499.The dynamic height is computed by dividing the NAVD 88
 BC0499.geopotential number by the normal gravity value computed on the
 BC0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0499.degrees latitude (g = 980.6199 gals.).
 BC0499
 BC0499.The modeled gravity was interpolated from observed gravity values.
 BC0499
 BC0499;                    North         East    Units  Estimated Accuracy
 BC0499;SPC FL E     -   659,900.      159,540.      MT  (+/- 180 meters Scaled)
 BC0499
 BC0499                          SUPERSEDED SURVEY CONTROL
 BC0499
 BC0499  NGVD 29 (09/01/92)   12.320  (m)           40.42   (f) ADJUSTED    2 0
 BC0499
 BC0499.Superseded values are not recommended for survey control.
 BC0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0499.See file dsdata.txt to determine how the superseded data were derived.
 BC0499
 BC0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP595508(NAD 83)
 BC0499_MARKER: DB = BENCH MARK DISK
 BC0499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0499_SP_SET: BRIDGE ABUTMENT
 BC0499_STAMPING: A 324
 BC0499_MARK LOGO: FLDT  
 BC0499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0499
 BC0499  HISTORY     - Date     Condition        Report By
 BC0499  HISTORY     - UNK      MONUMENTED       FLHD
 BC0499  HISTORY     - 1970     GOOD             NGS
 BC0499  HISTORY     - 1974     GOOD             NGS
 BC0499  HISTORY     - 1979     GOOD             FLDNR
 BC0499  HISTORY     - 1987     GOOD             FLDNR
 BC0499
 BC0499                          STATION DESCRIPTION
 BC0499
 BC0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0499'1.6 MI W FROM JACKSONVILLE BEACH.
 BC0499'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BC0499'STATE HIGHWAY A 1 A AT JACKSONVILLE BEACH, SET ON THE TOP OF THE
 BC0499'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE WESTBOUND LANE
 BC0499'OF THE LARGE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, 18
 BC0499'FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 BC0499'HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 BC0499
 BC0499                          STATION RECOVERY (1974)
 BC0499
 BC0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0499'RECOVERED IN GOOD CONDITION.
 BC0499
 BC0499                          STATION RECOVERY (1979)
 BC0499
 BC0499'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC0499'RECOVERED IN GOOD CONDITION.
 BC0499
 BC0499                          STATION RECOVERY (1987)
 BC0499
 BC0499'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0499'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0709 ***********************************************************************
 BC0709  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0709  DESIGNATION -  A 325
 BC0709  PID         -  BC0709
 BC0709  STATE/COUNTY-  FL/DUVAL
 BC0709  USGS QUAD   -  MAYPORT (1992)
 BC0709
 BC0709                         *CURRENT SURVEY CONTROL
 BC0709  ___________________________________________________________________
 BC0709* NAD 83(1986)-  30 22 45.     (N)    081 26 42.     (W)     SCALED    
 BC0709* NAVD 88     -         1.118  (meters)       3.67   (feet)  ADJUSTED  
 BC0709  ___________________________________________________________________
 BC0709  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC0709  DYNAMIC HT  -           1.117 (meters)       3.66  (feet)  COMP
 BC0709  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BC0709
 BC0709  VERT ORDER  -  SECOND    CLASS 0
 BC0709
 BC0709.The horizontal coordinates were scaled from a topographic map and have
 BC0709.an estimated accuracy of +/- 6 seconds.
 BC0709
 BC0709.The orthometric height was determined by differential leveling
 BC0709.and adjusted by the National Geodetic Survey in June 1991..
 BC0709
 BC0709.This Tidal Bench Mark is designated as VM 10566
 BC0709.by the Center for Operational Oceanographic Products and Services.
 BC0709
 BC0709.The geoid height was determined by GEOID03.
 BC0709
 BC0709.The dynamic height is computed by dividing the NAVD 88
 BC0709.geopotential number by the normal gravity value computed on the
 BC0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0709.degrees latitude (g = 980.6199 gals.).
 BC0709
 BC0709.The modeled gravity was interpolated from observed gravity values.
 BC0709
 BC0709;                    North         East    Units  Estimated Accuracy
 BC0709;SPC FL E     -   669,980.      157,230.      MT  (+/- 180 meters Scaled)
 BC0709
 BC0709                          SUPERSEDED SURVEY CONTROL
 BC0709
 BC0709  NGVD 29 (09/01/92)    1.456  (m)            4.78   (f) ADJUSTED    2 0
 BC0709
 BC0709.Superseded values are not recommended for survey control.
 BC0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0709.See file dsdata.txt to determine how the superseded data were derived.
 BC0709
 BC0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP572608(NAD 83)
 BC0709_MARKER: DB = BENCH MARK DISK
 BC0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0709_SP_SET: CONCRETE POST
 BC0709_STAMPING: A 325 1970
 BC0709_MARK LOGO: CGS   
 BC0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0709+STABILITY: SURFACE MOTION
 BC0709
 BC0709  HISTORY     - Date     Condition        Report By
 BC0709  HISTORY     - 1970     MONUMENTED       NGS
 BC0709  HISTORY     - 1977     GOOD             FLDNR
 BC0709  HISTORY     - 1977     GOOD             FLDNR
 BC0709  HISTORY     - 1985     GOOD             FLDNR
 BC0709  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 BC0709
 BC0709                          STATION DESCRIPTION
 BC0709
 BC0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0709'1.4 MI SW FROM MAYPORT.
 BC0709'ABOUT 0.85 MILE SOUTHWEST ALONG STATE HIGHWAY A 1 A FROM THE
 BC0709'POST OFFICE AT MAYPORT, THENCE 0.5 MILE WESTERLY ALONG A
 BC0709'SAND ROAD PARALLELING THE SOUTH BANK OF THE ST JOHNS RIVER,
 BC0709'NEAR THE 1 ST CHANNEL LIGHT MARKER SOUTHWEST OF THE U.S. COAST
 BC0709'GUARD STATION AT MAYPORT, 157 1/2 FEET NORTH OF THE CENTER LINE
 BC0709'OF THE SEND ROAD, 55 1/2 FEET SOUTH OF THE CENTER OF A RIP-RAP
 BC0709'ALONG THE SOUTH BANK OF THE RIVER, 20.0 FEET SOUTHWEST
 BC0709'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE SUPPORTING THE
 BC0709'LIGHT, 1 1/2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 BC0709'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BC0709'5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BC0709
 BC0709                          STATION RECOVERY (1977)
 BC0709
 BC0709'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0709'RECOVERED IN GOOD CONDITION.
 BC0709
 BC0709                          STATION RECOVERY (1977)
 BC0709
 BC0709'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0709'RECOVERED IN GOOD CONDITION.
 BC0709
 BC0709                          STATION RECOVERY (1985)
 BC0709
 BC0709'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0709'RECOVERED IN GOOD CONDITION.
 BC0709
 BC0709                          STATION RECOVERY (1993)
 BC0709
 BC0709'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0437 ***********************************************************************
 BC0437  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0437  DESIGNATION -  A 326
 BC0437  PID         -  BC0437
 BC0437  STATE/COUNTY-  FL/DUVAL
 BC0437  USGS QUAD   -  MAYPORT (1992)
 BC0437
 BC0437                         *CURRENT SURVEY CONTROL
 BC0437  ___________________________________________________________________
 BC0437* NAD 83(1986)-  30 25 46.     (N)    081 24 40.     (W)     SCALED    
 BC0437* NAVD 88     -         2.153  (meters)       7.06   (feet)  ADJUSTED  
 BC0437  ___________________________________________________________________
 BC0437  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC0437  DYNAMIC HT  -           2.150 (meters)       7.05  (feet)  COMP
 BC0437  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 BC0437
 BC0437  VERT ORDER  -  SECOND    CLASS I
 BC0437
 BC0437.The horizontal coordinates were scaled from a topographic map and have
 BC0437.an estimated accuracy of +/- 6 seconds.
 BC0437
 BC0437.The orthometric height was determined by differential leveling
 BC0437.and adjusted by the National Geodetic Survey in June 1991..
 BC0437
 BC0437.This Tidal Bench Mark is designated as VM 5069
 BC0437.by the Center for Operational Oceanographic Products and Services.
 BC0437
 BC0437.The geoid height was determined by GEOID03.
 BC0437
 BC0437.The dynamic height is computed by dividing the NAVD 88
 BC0437.geopotential number by the normal gravity value computed on the
 BC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0437.degrees latitude (g = 980.6199 gals.).
 BC0437
 BC0437.The modeled gravity was interpolated from observed gravity values.
 BC0437
 BC0437;                    North         East    Units  Estimated Accuracy
 BC0437;SPC FL E     -   675,540.      160,510.      MT  (+/- 180 meters Scaled)
 BC0437
 BC0437                          SUPERSEDED SURVEY CONTROL
 BC0437
 BC0437  NGVD 29 (09/01/92)    2.493  (m)            8.18   (f) ADJUSTED    2 0
 BC0437
 BC0437.Superseded values are not recommended for survey control.
 BC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0437.See file dsdata.txt to determine how the superseded data were derived.
 BC0437
 BC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP605664(NAD 83)
 BC0437_MARKER: DB = BENCH MARK DISK
 BC0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0437_SP_SET: CONCRETE POST
 BC0437_STAMPING: A 326 1970
 BC0437_MARK LOGO: CGS   
 BC0437_PROJECTION: PROJECTING 13 CENTIMETERS
 BC0437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0437+STABILITY: SURFACE MOTION
 BC0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0437+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC0437
 BC0437  HISTORY     - Date     Condition        Report By
 BC0437  HISTORY     - 1970     MONUMENTED       NGS
 BC0437  HISTORY     - 1974     GOOD             NGS
 BC0437  HISTORY     - 1977     GOOD             FLDNR
 BC0437  HISTORY     - 1977     GOOD             NGS
 BC0437  HISTORY     - 1985     GOOD             FLDNR
 BC0437  HISTORY     - 20040602 GOOD             FLDEP
 BC0437
 BC0437                          STATION DESCRIPTION
 BC0437
 BC0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0437'2.9 MI N FROM MAYPORT.
 BC0437'ABOUT 2.9 MILES NORTHERLY ALONG STATE HIGHWAY A 1 A FROM THE
 BC0437'JUNCTION OF STATE HIGHWAY 105 AND THE WEST LANDING OF THE
 BC0437'MAYPORT FERRY AT MAYPORT, ABOUT 0.7 MILE NORTHEAST OF THE
 BC0437'NORTHEAST END OF THE LARGE HIGHWAY BRIDGE OVER FORT GEORGE
 BC0437'RIVER, ON LITTLE TALBOT ISLAND, AT AN ENTRANCE TO LITTLE TALBOT
 BC0437'ISLAND STATE PARK, 93 FEET EAST OF THE CENTER LINE OF THE
 BC0437'HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD,
 BC0437'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW
 BC0437'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BC0437'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BC0437
 BC0437                          STATION RECOVERY (1974)
 BC0437
 BC0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0437'RECOVERED IN GOOD CONDITION.
 BC0437
 BC0437                          STATION RECOVERY (1977)
 BC0437
 BC0437'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0437'RECOVERED IN GOOD CONDITION.
 BC0437
 BC0437                          STATION RECOVERY (1977)
 BC0437
 BC0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BC0437'RECOVERED IN GOOD CONDITION.
 BC0437
 BC0437                          STATION RECOVERY (1985)
 BC0437
 BC0437'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0437'RECOVERED IN GOOD CONDITION.
 BC0437
 BC0437                          STATION RECOVERY (2004)
 BC0437
 BC0437'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0437'THE MARK IS ABOUT 2.7 MI NORTHEAST OF MAYPORT, IN SECTION 42, TOWNSHIP
 BC0437'1 SOUTH, RANGE 29  EAST.
 BC0437' 
 BC0437'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC0437'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC0437'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 3.0
 BC0437'MI TO THE OLD ENTRANCE ROAD TO LITTLE TALBOT ISLAND  STATE PARK SOUTH
 BC0437'RECREATION AREA AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 BC0437'CONCRETE MONUMENT PROJECTING 0.5 FT ABOVE THE LEVEL OF THE GROUND.
 BC0437' 
 BC0437'LOCATED 92.0 FT EAST OF THE CENTERLINE OF STATE ROAD A1A (STATE ROAD
 BC0437'105), 40.0 FT NORTH OF  THE CENTERLINE OF THE OLD ENTRANCE ROAD, 36.0
 BC0437'FT NORTH-NORTHWEST OF THE NORTH 6-INCH  BY 8-INCH CONCRETE POST FOR
 BC0437'THE GATE AT THE OLD ENTRANCE ROAD AND 1.0 FT WEST OF A  CARSONITE
 BC0437'WITNESS POST.
 BC0437' 
 BC0437'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0180 ***********************************************************************
 BC0180  DESIGNATION -  A 327
 BC0180  PID         -  BC0180
 BC0180  STATE/COUNTY-  FL/NASSAU
 BC0180  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0180
 BC0180                         *CURRENT SURVEY CONTROL
 BC0180  ___________________________________________________________________
 BC0180* NAD 83(1986)-  30 41 26.     (N)    081 25 42.     (W)     SCALED    
 BC0180* NAVD 88     -         3.277  (meters)      10.75   (feet)  ADJUSTED  
 BC0180  ___________________________________________________________________
 BC0180  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0180  DYNAMIC HT  -           3.273 (meters)      10.74  (feet)  COMP
 BC0180  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 BC0180
 BC0180  VERT ORDER  -  SECOND    CLASS 0
 BC0180
 BC0180.The horizontal coordinates were scaled from a topographic map and have
 BC0180.an estimated accuracy of +/- 6 seconds.
 BC0180
 BC0180.The orthometric height was determined by differential leveling
 BC0180.and adjusted by the National Geodetic Survey in June 1991..
 BC0180
 BC0180.The geoid height was determined by GEOID03.
 BC0180
 BC0180.The dynamic height is computed by dividing the NAVD 88
 BC0180.geopotential number by the normal gravity value computed on the
 BC0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0180.degrees latitude (g = 980.6199 gals.).
 BC0180
 BC0180.The modeled gravity was interpolated from observed gravity values.
 BC0180
 BC0180;                    North         East    Units  Estimated Accuracy
 BC0180;SPC FL E     -   704,500.      158,960.      MT  (+/- 180 meters Scaled)
 BC0180
 BC0180                          SUPERSEDED SURVEY CONTROL
 BC0180
 BC0180  NGVD 29 (??/??/92)    3.626  (m)           11.90   (f) ADJ UNCH    2 0
 BC0180
 BC0180.Superseded values are not recommended for survey control.
 BC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0180.See file dsdata.txt to determine how the superseded data were derived.
 BC0180
 BC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP589953(NAD 83)
 BC0180_MARKER: DB = BENCH MARK DISK
 BC0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0180_STAMPING: A 327 1970
 BC0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0180+STABILITY: SURFACE MOTION
 BC0180
 BC0180  HISTORY     - Date     Condition        Report By
 BC0180  HISTORY     - 1970     MONUMENTED       NGS
 BC0180  HISTORY     - 1975     MARK NOT FOUND   USGS
 BC0180
 BC0180                          STATION DESCRIPTION
 BC0180
 BC0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0180'3.2 MI NE FROM FERNANDINA BEACH.
 BC0180'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY A 1 A (ATLANTIC AVENUE)
 BC0180'FROM THE MASONIC HALL AT FERNANDINA BEACH, THENCE 1.6 MILES
 BC0180'NORTH ALONG NORTH FLETCHER AVENUE, AT THE EXTREME NORTH END OF
 BC0180'NORTH FLETCHER AVENUE, ON THE TOP OF A SMALL SAND RIDGE, 45 FEET
 BC0180'WEST OF THE CENTER LINE OF THE AVENUE AT ITS NORTH END, 1.6 FEET
 BC0180'NORTH OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 BC0180'AVENUE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 BC0180'ABOVE THE LEVEL OF THE GROUND.
 BC0180
 BC0180                          STATION RECOVERY (1975)
 BC0180
 BC0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BC0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0448 ***********************************************************************
 AC0448  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0448  DESIGNATION -  A 328
 AC0448  PID         -  AC0448
 AC0448  STATE/COUNTY-  FL/MONROE
 AC0448  USGS QUAD   -  TAVERNIER (1971)
 AC0448
 AC0448                         *CURRENT SURVEY CONTROL
 AC0448  ___________________________________________________________________
 AC0448* NAD 83(1986)-  25 00 46.     (N)    080 31 01.     (W)     SCALED    
 AC0448* NAVD 88     -         0.130  (meters)       0.43   (feet)  ADJUSTED  
 AC0448  ___________________________________________________________________
 AC0448  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AC0448  DYNAMIC HT  -           0.130 (meters)       0.43  (feet)  COMP
 AC0448  MODELED GRAV-     978,978.2   (mgal)                       NAVD 88
 AC0448
 AC0448  VERT ORDER  -  SECOND    CLASS 0
 AC0448
 AC0448.The horizontal coordinates were scaled from a topographic map and have
 AC0448.an estimated accuracy of +/- 6 seconds.
 AC0448
 AC0448.The orthometric height was determined by differential leveling
 AC0448.and adjusted by the National Geodetic Survey in June 1991..
 AC0448
 AC0448.This Tidal Bench Mark is designated as VM 5993
 AC0448.by the Center for Operational Oceanographic Products and Services.
 AC0448
 AC0448.The geoid height was determined by GEOID03.
 AC0448
 AC0448.The dynamic height is computed by dividing the NAVD 88
 AC0448.geopotential number by the normal gravity value computed on the
 AC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0448.degrees latitude (g = 980.6199 gals.).
 AC0448
 AC0448.The modeled gravity was interpolated from observed gravity values.
 AC0448
 AC0448;                    North         East    Units  Estimated Accuracy
 AC0448;SPC FL E     -    75,340.      248,760.      MT  (+/- 180 meters Scaled)
 AC0448
 AC0448                          SUPERSEDED SURVEY CONTROL
 AC0448
 AC0448  NGVD 29 (??/??/92)    0.603  (m)            1.98   (f) ADJ UNCH    2 0
 AC0448
 AC0448.Superseded values are not recommended for survey control.
 AC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0448.See file dsdata.txt to determine how the superseded data were derived.
 AC0448
 AC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH487664(NAD 83)
 AC0448_MARKER: DB = BENCH MARK DISK
 AC0448_SETTING: 66 = SET IN ROCK OUTCROP
 AC0448_SP_SET: BEDROCK
 AC0448_STAMPING: A 328 1970
 AC0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC0448+STABILITY: POSITION/ELEVATION WELL
 AC0448
 AC0448  HISTORY     - Date     Condition        Report By
 AC0448  HISTORY     - 1970     MONUMENTED       NGS
 AC0448  HISTORY     - 1979     MARK NOT FOUND   NGS
 AC0448
 AC0448                          STATION DESCRIPTION
 AC0448
 AC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC0448'AT TAVERNIER.
 AC0448'AT TAVERNIER, ABOUT 0.15 MILE NORTHWEST ALONG JO JEAN WAY FROM
 AC0448'THE POST OFFICE AND U.S. HIGHWAY 1, AT THE KEY HAVEN MOTEL, SET
 AC0448'ON THE TOP OF OUTCROPPING BEDROCK FLUSH WITH THE GROUND, 120 FEET
 AC0448'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF HARBORVIEW DRIVE,
 AC0448'27.4 FEET WEST OF THE SOUTHWEST CORNER OF ROOM 17 OF THE MOTEL,
 AC0448'45.9 FEET SOUTHEAST OF A SEAWALL, 41.9 FEET NORTHEAST OF THE
 AC0448'NORTHWEST CORNER OF A METAL SHED, 47.4 FEET NORTHWEST OF THE
 AC0448'NORTHEAST CORNER OF THE SHED AND ABOUT LEVEL WITH THE WAY.
 AC0448
 AC0448                          STATION RECOVERY (1979)
 AC0448
 AC0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC0448'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0366 ***********************************************************************
 AA0366  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0366  DESIGNATION -  A 329
 AA0366  PID         -  AA0366
 AA0366  STATE/COUNTY-  FL/MONROE
 AA0366  USGS QUAD   -  GRASSY KEY (1990)
 AA0366
 AA0366                         *CURRENT SURVEY CONTROL
 AA0366  ___________________________________________________________________
 AA0366* NAD 83(1986)-  24 46 00.     (N)    080 54 45.     (W)     SCALED    
 AA0366* NAVD 88     -         1.133  (meters)       3.72   (feet)  ADJUSTED  
 AA0366  ___________________________________________________________________
 AA0366  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AA0366  DYNAMIC HT  -           1.131 (meters)       3.71  (feet)  COMP
 AA0366  MODELED GRAV-     978,970.9   (mgal)                       NAVD 88
 AA0366
 AA0366  VERT ORDER  -  SECOND    CLASS 0
 AA0366
 AA0366.The horizontal coordinates were scaled from a topographic map and have
 AA0366.an estimated accuracy of +/- 6 seconds.
 AA0366
 AA0366.The orthometric height was determined by differential leveling
 AA0366.and adjusted by the National Geodetic Survey in June 1991..
 AA0366
 AA0366.This Tidal Bench Mark is designated as VM 6275
 AA0366.by the Center for Operational Oceanographic Products and Services.
 AA0366
 AA0366.The geoid height was determined by GEOID03.
 AA0366
 AA0366.The dynamic height is computed by dividing the NAVD 88
 AA0366.geopotential number by the normal gravity value computed on the
 AA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0366.degrees latitude (g = 980.6199 gals.).
 AA0366
 AA0366.The modeled gravity was interpolated from observed gravity values.
 AA0366
 AA0366;                    North         East    Units  Estimated Accuracy
 AA0366;SPC FL E     -    48,000.      208,850.      MT  (+/- 180 meters Scaled)
 AA0366
 AA0366                          SUPERSEDED SURVEY CONTROL
 AA0366
 AA0366  NGVD 29 (??/??/92)    1.584  (m)            5.20   (f) ADJ UNCH    2 0
 AA0366
 AA0366.Superseded values are not recommended for survey control.
 AA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0366.See file dsdata.txt to determine how the superseded data were derived.
 AA0366
 AA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH088391(NAD 83)
 AA0366_MARKER: DB = BENCH MARK DISK
 AA0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA0366_STAMPING: A 329 1970
 AA0366_MARK LOGO: NGS   
 AA0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0366+STABILITY: SURFACE MOTION
 AA0366
 AA0366  HISTORY     - Date     Condition        Report By
 AA0366  HISTORY     - 1970     MONUMENTED       NGS
 AA0366  HISTORY     - 1982     GOOD             FLDNR
 AA0366  HISTORY     - 1983     GOOD             LOCSUR
 AA0366  HISTORY     - 1988     GOOD             USPSQD
 AA0366
 AA0366                          STATION DESCRIPTION
 AA0366
 AA0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AA0366'8.6 MI SW FROM LAYTON.
 AA0366'ABOUT 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0366'OFFICE AT LAYTON, THENCE 1.55 MILES SOUTHEAST AND SOUTH ALONG
 AA0366'BLACK TOPPED STREET, AT THE SOUTH END OF DUCK KEY, ON DUCK
 AA0366'KEY, 52.7 FEET NORTH OF THE NORTHWEST CORNER OF THE RESIDENCE
 AA0366'OF MR. E.G. FISKE, 23 1/2 FEET EAST OF THE CENTER LINE OF A
 AA0366'NORTH-SOUTH STREET, 15 FEET WEST OF THE CENTER LINE OF THE
 AA0366'DRIVEWAY LEADING TO MR. FISKE RESIDENCE, 72.8 FEET WEST OF
 AA0366'BENCH MARK Z 328 DESCRIBED, 6 FEET EAST OF THE CENTER LINE
 AA0366'(EXTENDED) OF A BLACK TOPPED STREET LEADING NORTH, ABOUT LEVEL
 AA0366'WITH THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AA0366'1 INCH ABOVE THE LEVEL OF THE GROUND.  DUCK KEY TIDE STATION.
 AA0366
 AA0366                          STATION RECOVERY (1982)
 AA0366
 AA0366'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0366'RECOVERED IN GOOD CONDITION.  A NEW TO REACH STATEMENT FOLLOWS.
 AA0366'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0366'ON U.S. HIGHWAY 1 TO THE JUNCTION OF A PAVED ROAD TO INDIES RESORT
 AA0366'AND DUCK KEY, GO 1.0 MILE SOUTH AND WEST ON THE PAVED ROAD TO AN
 AA0366'ARCHED BRIDGE OVER A CANAL, CONTINUE 0.05 MILE ACROSS BRIDGE TO THE
 AA0366'INTERSECTION OF CORSAIR ROAD AND WEST SEAVIEW DRIVE,
 AA0366'GO SOUTH AND EAST ON WEST SEAVIEW DRIVE FOR O.5 MILE TO A
 AA0366'NORTH-SOUTH PAVED ROAD, GO 0.05 MILE SOUTH ON THE PAVED ROAD
 AA0366'TO THE RESIDENCE OF MR. E.G. FISKE AND THE MARK VICINITY.
 AA0366
 AA0366                          STATION RECOVERY (1983)
 AA0366
 AA0366'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AA0366'LOCATED ABOUT 7.0 MILES SOUTHWEST ALONG US HIGHWAY 1 FROM THE POST
 AA0366'OFFICE AT LAYTON, THENCE 1.55 MILES SOUTHEAST AND SOUTH ALONG A BLACK
 AA0366'TOPPED STREET, AT THE SOUTH END OF DUCK KEY, 52.7 FEET NORTH OF THE
 AA0366'NORTHWEST CORNER OF RESIDENCE OF RM E.G FISKE, 23 1/2 FEET EAST OF
 AA0366'THE CENTERLINE OF THE DRIVEWAY LEADING TO MR FISKE'S RESIDENCE, 72.8
 AA0366'FEET WEST OF BENCH MARK Z 328, 6 FEET EAST OF THE EXTENDED CENTERLINE
 AA0366'OF A BLACK TOPPED STREET LEADING NORTH, ABOUT LEVEL WITH THE DRIVEWAY
 AA0366'AND SET IN TOP OF CONCRETE PROJECTING 1 INCH ABOVE GROUND.
 AA0366
 AA0366                          STATION RECOVERY (1988)
 AA0366
 AA0366'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWR)
 AA0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5191 ***********************************************************************
 AG5191  DESIGNATION -  A 330
 AG5191  PID         -  AG5191
 AG5191  STATE/COUNTY-  FL/MANATEE
 AG5191  USGS QUAD   -  PALMETTO (1987)
 AG5191
 AG5191                         *CURRENT SURVEY CONTROL
 AG5191  ___________________________________________________________________
 AG5191* NAD 83(1986)-  27 34 46.     (N)    082 34 39.     (W)     SCALED    
 AG5191* NAVD 88     -         1.398  (meters)       4.59   (feet)  ADJUSTED  
 AG5191  ___________________________________________________________________
 AG5191  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG5191  DYNAMIC HT  -           1.396 (meters)       4.58  (feet)  COMP
 AG5191  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 AG5191
 AG5191  VERT ORDER  -  FIRST     CLASS II
 AG5191
 AG5191.The horizontal coordinates were scaled from a topographic map and have
 AG5191.an estimated accuracy of +/- 6 seconds.
 AG5191
 AG5191.The orthometric height was determined by differential leveling
 AG5191.and adjusted by the National Geodetic Survey in June 1991..
 AG5191
 AG5191.The geoid height was determined by GEOID03.
 AG5191
 AG5191.The dynamic height is computed by dividing the NAVD 88
 AG5191.geopotential number by the normal gravity value computed on the
 AG5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5191.degrees latitude (g = 980.6199 gals.).
 AG5191
 AG5191.The modeled gravity was interpolated from observed gravity values.
 AG5191
 AG5191;                    North         East    Units  Estimated Accuracy
 AG5191;SPC FL W     -   359,740.      142,980.      MT  (+/- 180 meters Scaled)
 AG5191
 AG5191                          SUPERSEDED SURVEY CONTROL
 AG5191
 AG5191  NGVD 29 (??/??/92)    1.692  (m)            5.55   (f) ADJ UNCH    1 2
 AG5191
 AG5191.Superseded values are not recommended for survey control.
 AG5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5191.See file dsdata.txt to determine how the superseded data were derived.
 AG5191
 AG5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL442516(NAD 83)
 AG5191_MARKER: DB = BENCH MARK DISK
 AG5191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5191_SP_SET: WALL
 AG5191_STAMPING: A 330 1972
 AG5191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5191
 AG5191  HISTORY     - Date     Condition        Report By
 AG5191  HISTORY     - 1972     MONUMENTED       NGS
 AG5191  HISTORY     - 1982     GOOD             FLDNR
 AG5191
 AG5191                          STATION DESCRIPTION
 AG5191
 AG5191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5191'2.9 MI W FROM RUBONIA.
 AG5191'ABOUT 0.8 MILE SOUTH ALONG BAYSHORE ROAD FROM THE POST OFFICE
 AG5191'AT RUBONIA, THENCE 0.7 MILE WEST ALONG PALM VIEW ROAD, THENCE
 AG5191'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 19 (SUNSHINE SKYWAY),
 AG5191'0.1 MILE NORTHWEST OF A ROADSIDE FARM MARKET THAT IS LOCATED ON
 AG5191'THE NORTHEAST SIDE OF THE HIGHWAY AND AT THE INTERSECTION OF THE
 AG5191'HIGHWAY AND TERRA CEIA ROAD, IN THE MEDIAN BETWEEN THE NORTHEAST
 AG5191'AND THE SOUTHWEST TRAFFIC LANES OF THE HIGHWAY, SET IN THE TOP
 AG5191'OF THE CONCRETE WALL ON THE NORTHWEST SIDE OF A 4.8- BY 5.5-FOOT
 AG5191'CONCRETE STORM SEWER, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AG5191'TWO NORTHEAST TRAFFIC LANES OF THE HIGHWAY, 37 1/2 FEET
 AG5191'NORTHEAST OF THE CENTER LINE OF THE TWO SOUTHWEST TRAFFIC LANES
 AG5191'OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TWO NORTHEAST
 AG5191'TRAFFIC LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE BOTTOM OF
 AG5191'THE DITCH IN THE MEDIAN.
 AG5191
 AG5191                          STATION RECOVERY (1982)
 AG5191
 AG5191'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7387 ***********************************************************************
 AG7387  DESIGNATION -  A 330 RESET 1982
 AG7387  PID         -  AG7387
 AG7387  STATE/COUNTY-  FL/MANATEE
 AG7387  USGS QUAD   -  PALMETTO (1987)
 AG7387
 AG7387                         *CURRENT SURVEY CONTROL
 AG7387  ___________________________________________________________________
 AG7387* NAD 83(1986)-  27 34 46.     (N)    082 34 39.     (W)     SCALED    
 AG7387* NAVD 88     -         1.30   (meters)       4.3    (feet)  RESET     
 AG7387  ___________________________________________________________________
 AG7387  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AG7387
 AG7387  VERT ORDER  -  THIRD
 AG7387
 AG7387.The horizontal coordinates were scaled from a topographic map and have
 AG7387.an estimated accuracy of +/- 6 seconds.
 AG7387
 AG7387.The orthometric height was computed from unverified reset data.
 AG7387.No vertical observational check was made to the station.
 AG7387
 AG7387.The geoid height was determined by GEOID03.
 AG7387
 AG7387;                    North         East    Units  Estimated Accuracy
 AG7387;SPC FL W     -   359,740.      142,980.      MT  (+/- 180 meters Scaled)
 AG7387
 AG7387                          SUPERSEDED SURVEY CONTROL
 AG7387
 AG7387  NGVD 29 (08/19/04)    1.60   (m)            5.2    (f) RESET       3  
 AG7387
 AG7387.Superseded values are not recommended for survey control.
 AG7387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7387.See file dsdata.txt to determine how the superseded data were derived.
 AG7387
 AG7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL442516(NAD 83)
 AG7387_MARKER: DB = BENCH MARK DISK
 AG7387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7387_SP_SET: HEADWALL
 AG7387_STAMPING: A 330 RESET 1982
 AG7387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7387+STABILITY: SURFACE MOTION
 AG7387
 AG7387  HISTORY     - Date     Condition        Report By
 AG7387  HISTORY     - 1982     MONUMENTED       NGS
 AG7387
 AG7387                          STATION DESCRIPTION
 AG7387
 AG7387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AG7387'2.75 MI NW FROM RUBONIA.
 AG7387'0.8 MILE SOUTH ALONG BAY SHORE ROAD FROM THE POST OFFICE BUILDING IN
 AG7387'RUBONIA, THENCE 0.7 MILE WEST ALONG PALM VIEW STREET (61 ST EAST),
 AG7387'THENCE 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 19, 0.15 MILE
 AG7387'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 19 AND TERRA CEIA ROAD,
 AG7387'IN THE MEDIAN BETWEEN THE NORTHWEST AND SOUTHEAST LANES OF U.S.
 AG7387'HIGHWAY 19, 30.0 FEET SOUTHWEST OF THE NORTHWEST LANE OF HIGHWAY,
 AG7387'33.5 FEET NORTHEAST OF THE SOUTHEAST LANE OF HIGHWAY AND ON THE
 AG7387'NORTHWEST CONCRETE WALL OF A 5 X 5 FOOT CONCRETE WATER DRAIN OUTLET.
 AG7387'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 AG7387'THE MARK IS 3.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0030 ***********************************************************************
 BC0030  DESIGNATION -  A 331
 BC0030  PID         -  BC0030
 BC0030  STATE/COUNTY-  FL/NASSAU
 BC0030  USGS QUAD   -  GROSS (1993)
 BC0030
 BC0030                         *CURRENT SURVEY CONTROL
 BC0030  ___________________________________________________________________
 BC0030* NAD 83(1986)-  30 42 39.     (N)    081 40 18.     (W)     SCALED    
 BC0030* NAVD 88     -         8.452  (meters)      27.73   (feet)  ADJUSTED  
 BC0030  ___________________________________________________________________
 BC0030  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC0030  DYNAMIC HT  -           8.441 (meters)      27.69  (feet)  COMP
 BC0030  MODELED GRAV-     979,390.5   (mgal)                       NAVD 88
 BC0030
 BC0030  VERT ORDER  -  FIRST     CLASS I
 BC0030
 BC0030.The horizontal coordinates were scaled from a topographic map and have
 BC0030.an estimated accuracy of +/- 6 seconds.
 BC0030
 BC0030.The orthometric height was determined by differential leveling
 BC0030.and adjusted by the National Geodetic Survey in May 1994..
 BC0030
 BC0030.The geoid height was determined by GEOID03.
 BC0030
 BC0030.The dynamic height is computed by dividing the NAVD 88
 BC0030.geopotential number by the normal gravity value computed on the
 BC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0030.degrees latitude (g = 980.6199 gals.).
 BC0030
 BC0030.The modeled gravity was interpolated from observed gravity values.
 BC0030
 BC0030;                    North         East    Units  Estimated Accuracy
 BC0030;SPC FL E     -   706,860.      135,660.      MT  (+/- 180 meters Scaled)
 BC0030
 BC0030                          SUPERSEDED SURVEY CONTROL
 BC0030
 BC0030  NAVD 88 (06/15/91)    8.456  (m)           27.74   (f) UNKNOWN     1 1
 BC0030  NGVD 29 (09/01/92)    8.800  (m)           28.87   (f) ADJUSTED    1 1
 BC0030
 BC0030.Superseded values are not recommended for survey control.
 BC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0030.See file dsdata.txt to determine how the superseded data were derived.
 BC0030
 BC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP356977(NAD 83)
 BC0030_MARKER: DV = VERTICAL CONTROL DISK
 BC0030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0030_SP_SET: PIER
 BC0030_STAMPING: A 331 1975
 BC0030_MARK LOGO: NGS   
 BC0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC0030+STABILITY: POSITION/ELEVATION WELL
 BC0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0030+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1991
 BC0030
 BC0030  HISTORY     - Date     Condition        Report By
 BC0030  HISTORY     - 1975     MONUMENTED       NGS
 BC0030  HISTORY     - 19910421 GOOD             NGS
 BC0030
 BC0030                          STATION DESCRIPTION
 BC0030
 BC0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0030'6.6 MI NW FROM YULEE.
 BC0030'6.55 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 BC0030'FROM ITS CROSSING WITH STATE HIGHWAY A1A AT YULEE, VERTICAL
 BC0030'SET IN SOUTHEAST PILLAR UNDER NORTHBOUND LANE OF I-95, 2494
 BC0030'FEET SOUTHWEST OF THE CENTER LINE OF U.S. 17, SOUTH BOUND
 BC0030'LANE, 4.6 FEET ABOVE GROUND.  SECTION 2, T 3 N, R 26 E
 BC0030
 BC0030                          STATION RECOVERY (1991)
 BC0030
 BC0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0030'11.2 KM (7.0 MI) NORTHWESTERLY ALONG U.S.HIGHWAY 17 FROM THE
 BC0030'INTERSECTION OF STATE HIGHWAY A1A IN YULEE, SET VERTICALLY IN THE
 BC0030'NORTHEAST FACE OF THE MOST SOUTHEASTERLY COLUMN OF THE 3RD PIER SOUTH
 BC0030'OF THE NORTH ABUTMENT OF THE INTERSTATE HIGHWAY 95 NORTHBOUND
 BC0030'OVERPASS OF THE HIGHWAY AND THE CSX TRANSPORTATION RAILROAD, 7.5 M
 BC0030'(24.6 FT) SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 BC0030'HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0341 ***********************************************************************
 BC0341  DESIGNATION -  A 332
 BC0341  PID         -  BC0341
 BC0341  STATE/COUNTY-  FL/DUVAL
 BC0341  USGS QUAD   -  JACKSONVILLE (1994)
 BC0341
 BC0341                         *CURRENT SURVEY CONTROL
 BC0341  ___________________________________________________________________
 BC0341* NAD 83(1986)-  30 20 06.     (N)    081 39 18.     (W)     SCALED    
 BC0341* NAVD 88     -         2.454  (meters)       8.05   (feet)  ADJUSTED  
 BC0341  ___________________________________________________________________
 BC0341  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0341  DYNAMIC HT  -           2.451 (meters)       8.04  (feet)  COMP
 BC0341  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 BC0341
 BC0341  VERT ORDER  -  FIRST     CLASS I
 BC0341
 BC0341.The horizontal coordinates were scaled from a topographic map and have
 BC0341.an estimated accuracy of +/- 6 seconds.
 BC0341
 BC0341.The orthometric height was determined by differential leveling
 BC0341.and adjusted by the National Geodetic Survey in June 1991..
 BC0341
 BC0341.The geoid height was determined by GEOID03.
 BC0341
 BC0341.The dynamic height is computed by dividing the NAVD 88
 BC0341.geopotential number by the normal gravity value computed on the
 BC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0341.degrees latitude (g = 980.6199 gals.).
 BC0341
 BC0341.The modeled gravity was interpolated from observed gravity values.
 BC0341
 BC0341;                    North         East    Units  Estimated Accuracy
 BC0341;SPC FL E     -   665,180.      137,020.      MT  (+/- 180 meters Scaled)
 BC0341
 BC0341                          SUPERSEDED SURVEY CONTROL
 BC0341
 BC0341  NGVD 29 (09/01/92)    2.787  (m)            9.14   (f) ADJUSTED    1 1
 BC0341
 BC0341.Superseded values are not recommended for survey control.
 BC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0341.See file dsdata.txt to determine how the superseded data were derived.
 BC0341
 BC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP370560(NAD 83)
 BC0341_MARKER: DV = VERTICAL CONTROL DISK
 BC0341_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC0341+WITH SETTING: PAVEMENT
 BC0341_SP_SET: FOUNDATION
 BC0341_STAMPING: A 332 1975
 BC0341_MARK LOGO: NGS   
 BC0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0341+STABILITY: SURFACE MOTION
 BC0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0341+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2004
 BC0341
 BC0341  HISTORY     - Date     Condition        Report By
 BC0341  HISTORY     - 1975     MONUMENTED       NGS
 BC0341  HISTORY     - 1978     GOOD             NGS
 BC0341  HISTORY     - 19910418 GOOD             NGS
 BC0341  HISTORY     - 20040910 GOOD             USPSQD
 BC0341  HISTORY     - 20060109 GOOD             USPSQD
 BC0341
 BC0341                          STATION DESCRIPTION
 BC0341
 BC0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0341'AT JACKSONVILLE.
 BC0341'AT JACKSONVILLE, THE NORTHWEST CORNER OF CONFEDERATE PARK, IN THE
 BC0341'OF A 12 X 21 FOOT CONCRETE MANHOLE COVER, AT JUNCTION OF N. MAIN
 BC0341'STREET (900 BLOCK), AND PHELPS STREET (00 BLOCK), 105 FEET EAST
 BC0341'OF THE EAST FACE OF THE NORTHWEST PILLAR OF MONUMENT, 35 FEET
 BC0341'EAST OF THE EAST CURB OF NORTH MAIN STREET, 57 FEET SOUTH OF THE
 BC0341'SOUTH CURB OF PHELPS STREET, 25 FEET SOUTHWEST OF THE SOUTHWEST
 BC0341'FACE OF A MONUMENT ERECTED BY ROBERT BURNS, ABOUT 2 FEET ABOVE
 BC0341'THE LEVEL OF MAIN STREET, IN THE TOP OF A CONCRETE POST.
 BC0341
 BC0341                          STATION RECOVERY (1978)
 BC0341
 BC0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0341'RECOVERED IN GOOD CONDITION.
 BC0341
 BC0341                          STATION RECOVERY (1991)
 BC0341
 BC0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0341'IN JACKSONVILLE, AT THE INTERSECTION OF NORTH MAIN AND PHELPS STREETS,
 BC0341'NEAR THE NORTHWEST CORNER OF CONFEDERATE PARK, NEAR THE NORTHWEST
 BC0341'CORNER OF A 12 BY 21 FOOT CONCRETE FOUNDATION WITH A MANHOLE COVER
 BC0341'AND TWO AIR VENTS, 22.3 M (73.2 FT) SOUTH OF THE CENTER OF PHELPS
 BC0341'STREET, 19.0 M (62.3 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 BC0341'NORTHBOUND LANES OF NORTH MAIN STREET, 6.4 M (21.0 FT) SOUTHWEST OF
 BC0341'THE SOUTH CORNER OF THE BURNS MONUMENT, AND 0.4 M (1.3 FT) ABOVE THE
 BC0341'GROUND SURFACE.
 BC0341
 BC0341                          STATION RECOVERY (2004)
 BC0341
 BC0341'RECOVERY NOTE BY US POWER SQUADRON 2004 (KB)
 BC0341'RECOVERED IN GOOD CONDITION.
 BC0341
 BC0341                          STATION RECOVERY (2006)
 BC0341
 BC0341'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAC)
 BC0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0437 ***********************************************************************
 BD0437  DESIGNATION -  A 333
 BD0437  PID         -  BD0437
 BD0437  STATE/COUNTY-  FL/MADISON
 BD0437  USGS QUAD   -  SHADY GROVE (1993)
 BD0437
 BD0437                         *CURRENT SURVEY CONTROL
 BD0437  ___________________________________________________________________
 BD0437* NAD 83(1986)-  30 21 10.     (N)    083 39 07.     (W)     SCALED    
 BD0437* NAVD 88     -        28.478  (meters)      93.43   (feet)  ADJUSTED  
 BD0437  ___________________________________________________________________
 BD0437  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BD0437  DYNAMIC HT  -          28.441 (meters)      93.31  (feet)  COMP
 BD0437  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BD0437
 BD0437  VERT ORDER  -  FIRST     CLASS I
 BD0437
 BD0437.The horizontal coordinates were scaled from a topographic map and have
 BD0437.an estimated accuracy of +/- 6 seconds.
 BD0437
 BD0437.The orthometric height was determined by differential leveling
 BD0437.and adjusted by the National Geodetic Survey in June 1991..
 BD0437
 BD0437.The geoid height was determined by GEOID03.
 BD0437
 BD0437.The dynamic height is computed by dividing the NAVD 88
 BD0437.geopotential number by the normal gravity value computed on the
 BD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0437.degrees latitude (g = 980.6199 gals.).
 BD0437
 BD0437.The modeled gravity was interpolated from observed gravity values.
 BD0437
 BD0437;                    North         East    Units  Estimated Accuracy
 BD0437;SPC FL N     -   150,260.      681,530.      MT  (+/- 180 meters Scaled)
 BD0437
 BD0437                          SUPERSEDED SURVEY CONTROL
 BD0437
 BD0437.No superseded survey control is available for this station.
 BD0437
 BD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP450608(NAD 83)
 BD0437_MARKER: DV = VERTICAL CONTROL DISK
 BD0437_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BD0437+WITH SETTING: INTO GROUND
 BD0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0437_STAMPING: A 333 1975
 BD0437_MARK LOGO: NGS   
 BD0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD0437+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1993
 BD0437
 BD0437  HISTORY     - Date     Condition        Report By
 BD0437  HISTORY     - 1975     MONUMENTED       NGS
 BD0437  HISTORY     - 19930624 GOOD             FLDNR
 BD0437
 BD0437                          STATION DESCRIPTION
 BD0437
 BD0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD0437'8.6 MI S FROM GREENVILLE.
 BD0437'8.55 MILES SOUTH ALONG U.S. HIGHWAY 221 FROM THE CROSSING OF THE
 BD0437'SEABOARD COAST LINE RAILROAD AT GREENVILLE, 0.3 MILE SOUTH OF
 BD0437'STATE ROAD S-360 LEADING EAST, 0.1 MILE SOUTH OF STATE ROAD S-360
 BD0437'LEADING WEST, 38.7 FEET EAST OF CENTER LINE OF U.S. HIGHWAY 221,
 BD0437'2.5 FEET NORTH OF POWER POLE WITH TRANSFORMER AND UNDERGROUND
 BD0437'CABLE BOX NO.GF 115, 35.7 FEET WEST OF A 50-INCH OAK TREE,
 BD0437'4 FEET NORTH-NORTHWEST OF A LARGE CYPRESS TREE, 3.8 FEET SOUTH
 BD0437'OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY, AND ON THE
 BD0437'TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 BD0437'METAL BASE PLATE, ENCASED IN A CONCRETE POST PROJECTING 2 INCHES
 BD0437'ABOVE LEVEL OF GROUND.  SECTION 32, T1S, R7E.
 BD0437
 BD0437                          STATION RECOVERY (1993)
 BD0437
 BD0437'RECOVERY NOTE BY FL DEPT OF NAT RES 1993 (PBM)
 BD0437'THE MARK IS ABOUT 18.9 MI (30.4 KM) SOUTHEAST OF MONTICELLO, 16.2 MI
 BD0437'(26.1 KM) SOUTHWEST OF MADISON, IN SIRMANS IN SECTION 32, T 1 S, R 7
 BD0437'E.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO REACH THE MARK FROM THE
 BD0437'INTERSECTION OF U.S. HIGHWAY 221 AND INTERSTATE HIGHWAY 10, ABOUT 2.0
 BD0437'MI (3.2 KM) SOUTH OF GREENVILLE, GO SOUTH ON U.S. HIGHWAY 221 FOR 5.8
 BD0437'MI (9.3 KM) TO THE INTERSECTION OF COUNTY ROAD 360, CONTINUE SOUTH ON
 BD0437'U.S. HIGHWAY 221 FOR 0.3 MI (0.5 KM) TO THE MARK ON LEFT, SET ON THE
 BD0437'TOP OF A 4.0 FT (1.2 M) COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 BD0437'METAL BASE PLATE, ENCASED IN A CONCRETE POST PROJECTING 0.2 FT (6.1
 BD0437'CM) ABOVE THE LEVEL OF THE GROUND. LOCATED 38.7 FT (11.8 M) EAST OF
 BD0437'THE CENTERLINE OF U.S. HIGHWAY 221, 35.7 FT (10.9 M) WEST OF A 50-INCH
 BD0437'DIAMETER OAK TREE, 3.8 FT (1.2 M) SOUTH OF A METAL WITNESS POST AND
 BD0437'2.5 FT (0.8 M) NORTH OF A POWER POLE WITH TRANSFORMER AND UNDERGROUND
 BD0437'CABLE BOX NUMBER GF 115 ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0076 ***********************************************************************
 BD0076  DESIGNATION -  A 334
 BD0076  PID         -  BD0076
 BD0076  STATE/COUNTY-  FL/MADISON
 BD0076  USGS QUAD   -  HAMBURG (1993)
 BD0076
 BD0076                         *CURRENT SURVEY CONTROL
 BD0076  ___________________________________________________________________
 BD0076* NAD 83(1986)-  30 34 36.     (N)    083 33 30.     (W)     SCALED    
 BD0076* NAVD 88     -        35.991  (meters)     118.08   (feet)  ADJUSTED  
 BD0076  ___________________________________________________________________
 BD0076  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BD0076  DYNAMIC HT  -          35.945 (meters)     117.93  (feet)  COMP
 BD0076  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BD0076
 BD0076  VERT ORDER  -  FIRST     CLASS I
 BD0076
 BD0076.The horizontal coordinates were scaled from a topographic map and have
 BD0076.an estimated accuracy of +/- 6 seconds.
 BD0076
 BD0076.The orthometric height was determined by differential leveling
 BD0076.and adjusted by the National Geodetic Survey in June 1991..
 BD0076
 BD0076.The geoid height was determined by GEOID03.
 BD0076
 BD0076.The dynamic height is computed by dividing the NAVD 88
 BD0076.geopotential number by the normal gravity value computed on the
 BD0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0076.degrees latitude (g = 980.6199 gals.).
 BD0076
 BD0076.The modeled gravity was interpolated from observed gravity values.
 BD0076
 BD0076;                    North         East    Units  Estimated Accuracy
 BD0076;SPC FL N     -   175,150.      690,330.      MT  (+/- 180 meters Scaled)
 BD0076
 BD0076                          SUPERSEDED SURVEY CONTROL
 BD0076
 BD0076.No superseded survey control is available for this station.
 BD0076
 BD0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP546854(NAD 83)
 BD0076_MARKER: DB = BENCH MARK DISK
 BD0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0076_STAMPING: A 334 1975
 BD0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0076+STABILITY: SURFACE MOTION
 BD0076
 BD0076  HISTORY     - Date     Condition        Report By
 BD0076  HISTORY     - 1975     MONUMENTED       NGS
 BD0076
 BD0076                          STATION DESCRIPTION
 BD0076
 BD0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD0076'4.5 MI S FROM LOVETT.
 BD0076'ABOUT 2.3 MILES SOUTHEAST ALONG STATE HWY. S-146 FROM WHERE
 BD0076'THE RAILROAD TRACKS CROSS STATE HIGHWAY S-146 AT LOVETT, THENCE
 BD0076'2.2 MILES SOUTHWEST ALONG STATE HWY. S-150, 48.8 FT. EAST OF
 BD0076'CENTERLINE OF STATE HWY. S-150, 17.0 FT NORTH OF MOST SOUTHWEST
 BD0076'FENCEPOST OF GATE LEADING INTO FIELD, 1.3 FT. WEST OF FENCELINE,
 BD0076'2 FT. NORTH OF A WOODEN WITNESS POST, AND 1/2 FT. BELOW THE
 BD0076'LEVEL OF THE HIGHWAY, AND THE DISK IS FLUSH WITH GROUND.  THE
 BD0076'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING
 BD0076'1 IN. ABOVE THE GROUND.  SECTION 18, T 2N, R 8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0380 ***********************************************************************
 AS0380  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0380  DESIGNATION -  A 339
 AS0380  PID         -  AS0380
 AS0380  STATE/COUNTY-  FL/GULF
 AS0380  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0380
 AS0380                         *CURRENT SURVEY CONTROL
 AS0380  ___________________________________________________________________
 AS0380* NAD 83(1986)-  29 40 14.     (N)    085 21 33.     (W)     SCALED    
 AS0380* NAVD 88     -         1.536  (meters)       5.04   (feet)  ADJUSTED  
 AS0380  ___________________________________________________________________
 AS0380  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0380  DYNAMIC HT  -           1.534 (meters)       5.03  (feet)  COMP
 AS0380  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 AS0380
 AS0380  VERT ORDER  -  SECOND    CLASS I
 AS0380
 AS0380.The horizontal coordinates were scaled from a topographic map and have
 AS0380.an estimated accuracy of +/- 6 seconds.
 AS0380
 AS0380.The orthometric height was determined by differential leveling
 AS0380.and adjusted by the National Geodetic Survey in June 1991..
 AS0380
 AS0380.This Tidal Bench Mark is designated as VM 9909
 AS0380.by the Center for Operational Oceanographic Products and Services.
 AS0380
 AS0380.The geoid height was determined by GEOID03.
 AS0380
 AS0380.The dynamic height is computed by dividing the NAVD 88
 AS0380.geopotential number by the normal gravity value computed on the
 AS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0380.degrees latitude (g = 980.6199 gals.).
 AS0380
 AS0380.The modeled gravity was interpolated from observed gravity values.
 AS0380
 AS0380;                    North         East    Units  Estimated Accuracy
 AS0380;SPC FL N     -    74,640.      516,830.      MT  (+/- 180 meters Scaled)
 AS0380
 AS0380                          SUPERSEDED SURVEY CONTROL
 AS0380
 AS0380.No superseded survey control is available for this station.
 AS0380
 AS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT587834(NAD 83)
 AS0380_MARKER: DB = BENCH MARK DISK
 AS0380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0380_SP_SET: 72 FOOT
 AS0380_STAMPING: A 339 1977
 AS0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0380
 AS0380  HISTORY     - Date     Condition        Report By
 AS0380  HISTORY     - 1977     MONUMENTED       NGS
 AS0380  HISTORY     - 1985     GOOD             USPSQD
 AS0380  HISTORY     - 1985     GOOD             USPSQD
 AS0380  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AS0380  HISTORY     - 1989     GOOD             USPSQD
 AS0380  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AS0380  HISTORY     - 19910621 GOOD             USPSQD
 AS0380
 AS0380                          STATION DESCRIPTION
 AS0380
 AS0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0380'12.7 MI SW FROM PORT ST JOE.
 AS0380'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0380'JOE, THENCE 6.9 MILES SOUTH ON COUNTY ROAD C 30, THENCE 2.8 MILES
 AS0380'WEST ON A PAVED ROAD THAT TURNS INTO COUNTY ROAD C 30 E, THENCE 0.6
 AS0380'MILE WEST ON A PAVED ROAD TO THE COAST GUARD STATION ON SAN BLAS, 345
 AS0380'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 307 FEET WEST OF THE
 AS0380'WEST CORNER OF AN ELEVATED COAST GUARD BUILDING, 251 FEET NORTHWEST OF
 AS0380'THE NORTH CORNER OF A WOODEN FENCE SURROUNDING A LORAN ANTENNA TOWER,
 AS0380'12 FEET AOUTH OF THE SOUTHWESTERN MOST OF 3 PALM TREES, AND 11 FEET
 AS0380'NORTH OF A PALM TREE, DRIVEN TO GRADUAL REFUSAL AT 72 FEET.
 AS0380
 AS0380                          STATION RECOVERY (1985)
 AS0380
 AS0380'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0380'RECOVERED IN GOOD CONDITION.
 AS0380
 AS0380                          STATION RECOVERY (1985)
 AS0380
 AS0380'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0380'RECOVERED IN GOOD CONDITION.
 AS0380
 AS0380                          STATION RECOVERY (1987)
 AS0380
 AS0380'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0380'MARK NOT FOUND.
 AS0380
 AS0380                          STATION RECOVERY (1989)
 AS0380
 AS0380'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0380'RECOVERED IN GOOD CONDITION.
 AS0380
 AS0380                          STATION RECOVERY (1990)
 AS0380
 AS0380'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0380'MARK NOT FOUND.
 AS0380
 AS0380                          STATION RECOVERY (1991)
 AS0380
 AS0380'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3200 ***********************************************************************
 AF3200  DESIGNATION -  A 34
 AF3200  PID         -  AF3200
 AF3200  STATE/COUNTY-  FL/ST LUCIE
 AF3200  USGS QUAD   -  ANKONA (1983)
 AF3200
 AF3200                         *CURRENT SURVEY CONTROL
 AF3200  ___________________________________________________________________
 AF3200* NAD 83(1986)-  27 21 06.     (N)    080 16 59.     (W)     SCALED    
 AF3200* NAVD 88     -        11.176  (meters)      36.67   (feet)  ADJUSTED  
 AF3200  ___________________________________________________________________
 AF3200  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AF3200  DYNAMIC HT  -          11.160 (meters)      36.61  (feet)  COMP
 AF3200  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 AF3200
 AF3200  VERT ORDER  -  FIRST     CLASS I
 AF3200
 AF3200.The horizontal coordinates were scaled from a topographic map and have
 AF3200.an estimated accuracy of +/- 6 seconds.
 AF3200
 AF3200.The orthometric height was determined by differential leveling
 AF3200.and adjusted by the National Geodetic Survey in June 1991..
 AF3200
 AF3200.The geoid height was determined by GEOID03.
 AF3200
 AF3200.The dynamic height is computed by dividing the NAVD 88
 AF3200.geopotential number by the normal gravity value computed on the
 AF3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3200.degrees latitude (g = 980.6199 gals.).
 AF3200
 AF3200.The modeled gravity was interpolated from observed gravity values.
 AF3200
 AF3200;                    North         East    Units  Estimated Accuracy
 AF3200;SPC FL E     -   334,570.      270,930.      MT  (+/- 180 meters Scaled)
 AF3200
 AF3200                          SUPERSEDED SURVEY CONTROL
 AF3200
 AF3200  NGVD 29 (??/??/92)   11.633  (m)           38.17   (f) ADJ UNCH    1 1
 AF3200
 AF3200.Superseded values are not recommended for survey control.
 AF3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3200.See file dsdata.txt to determine how the superseded data were derived.
 AF3200
 AF3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL709255(NAD 83)
 AF3200_MARKER: DB = BENCH MARK DISK
 AF3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3200_STAMPING: A 34 1933 38.041
 AF3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3200+STABILITY: SURFACE MOTION
 AF3200
 AF3200  HISTORY     - Date     Condition        Report By
 AF3200  HISTORY     - 1933     MONUMENTED       CGS
 AF3200  HISTORY     - 1965     GOOD             NGS
 AF3200  HISTORY     - 1988     GOOD             USPSQD
 AF3200  HISTORY     - 1989     GOOD             USPSQD
 AF3200  HISTORY     - 1990     GOOD             USPSQD
 AF3200  HISTORY     - 19910130 MARK NOT FOUND   NGS
 AF3200  HISTORY     - 20000625 GOOD             FL-111
 AF3200
 AF3200                          STATION DESCRIPTION
 AF3200
 AF3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3200'6.9 MI S FROM FT PIERCE.
 AF3200'ABOUT 6.9 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AF3200'THE STATION AT FT PIERCE, ABOUT 0.4 MILE NORTH OF MILEPOST 249,
 AF3200'IN SECTION 7, R 41 E, T 36 S, ON THE SLOPE OF A LONG SHALLOW
 AF3200'CUT, AT AN ABANDONED ROAD CROSSING, 18.9 FEET EAST OF THE EAST
 AF3200'RAIL, 89 FEET NORTHEAST OF AND ACROSS THE TRACK FROM A TELEGRAPH
 AF3200'POLE, 18 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD,
 AF3200'1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AF3200'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AF3200'GROUND.
 AF3200
 AF3200                          STATION RECOVERY (1988)
 AF3200
 AF3200'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHF)
 AF3200'RECOVERED IN GOOD CONDITION.
 AF3200
 AF3200                          STATION RECOVERY (1989)
 AF3200
 AF3200'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3200'RECOVERED IN GOOD CONDITION.
 AF3200
 AF3200                          STATION RECOVERY (1990)
 AF3200
 AF3200'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3200'RECOVERED IN GOOD CONDITION.
 AF3200
 AF3200                          STATION RECOVERY (1991)
 AF3200
 AF3200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3200'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF3200
 AF3200                          STATION RECOVERY (2000)
 AF3200
 AF3200'RECOVERY NOTE BY ST LUCIE COUNTY FLORIDA 2000 (RH)
 AF3200'MARK IS LOCATED 2.1 MILES SOUTH OF THE INTERSECTION OF MIDWAY ROAD (SR
 AF3200'712) AND THE FEC RAILROAD.  MARK IS 0.40 OF A MILE NORTH OF MILE POST
 AF3200'249 AND LIES 19 FEET EAST OF THE EAST RAIL, A HOG WIRE FENCE IS EAST
 AF3200'OF MARK AND THE NORTHERN 6 INCH CORNER POST IS 20.70 FEET AWAY, AND
 AF3200'THE SOUTHERN CORNER POST IS 87.30 FEET FROM THE MARK.  THE MARK WAS
 AF3200'RECOVERED IN GOOD CONDITION AND IS 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0428 ***********************************************************************
 AS0428  DESIGNATION -  A 340
 AS0428  PID         -  AS0428
 AS0428  STATE/COUNTY-  FL/FRANKLIN
 AS0428  USGS QUAD   -  GOOSE ISLAND (1992)
 AS0428
 AS0428                         *CURRENT SURVEY CONTROL
 AS0428  ___________________________________________________________________
 AS0428* NAD 83(1986)-  29 39 44.     (N)    084 51 48.     (W)     SCALED    
 AS0428* NAVD 88     -         2.020  (meters)       6.63   (feet)  ADJUSTED  
 AS0428  ___________________________________________________________________
 AS0428  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0428  DYNAMIC HT  -           2.018 (meters)       6.62  (feet)  COMP
 AS0428  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 AS0428
 AS0428  VERT ORDER  -  SECOND    CLASS I
 AS0428
 AS0428.The horizontal coordinates were scaled from a topographic map and have
 AS0428.an estimated accuracy of +/- 6 seconds.
 AS0428
 AS0428.The orthometric height was determined by differential leveling
 AS0428.and adjusted by the National Geodetic Survey in June 1991..
 AS0428
 AS0428.The geoid height was determined by GEOID03.
 AS0428
 AS0428.The dynamic height is computed by dividing the NAVD 88
 AS0428.geopotential number by the normal gravity value computed on the
 AS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0428.degrees latitude (g = 980.6199 gals.).
 AS0428
 AS0428.The modeled gravity was interpolated from observed gravity values.
 AS0428
 AS0428;                    North         East    Units  Estimated Accuracy
 AS0428;SPC FL N     -    73,460.      564,830.      MT  (+/- 180 meters Scaled)
 AS0428
 AS0428                          SUPERSEDED SURVEY CONTROL
 AS0428
 AS0428.No superseded survey control is available for this station.
 AS0428
 AS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT067832(NAD 83)
 AS0428_MARKER: DB = BENCH MARK DISK
 AS0428_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 AS0428_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 AS0428_STAMPING: A 340 1977
 AS0428_MARK LOGO: NGS   
 AS0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0428
 AS0428  HISTORY     - Date     Condition        Report By
 AS0428  HISTORY     - 1977     MONUMENTED       NGS
 AS0428  HISTORY     - 1986     GOOD             FLDNR
 AS0428  HISTORY     - 19971203 GOOD             USPSQD
 AS0428
 AS0428                          STATION DESCRIPTION
 AS0428
 AS0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0428'ST GEORGE ISLAND.
 AS0428'AT THE ST. GEORGE ISLAND REALTY LEISURE PROPERTIES LTD OFFICE ON THE
 AS0428'SOUTH SIDE OF ST. GEORGE ISLAND, 115 FEET WEST OF THE EXTENDED
 AS0428'CENTER LINE OF THE SOUTHBOUND LANE OF FRANKLIN BOULEVARD, 19 FEET
 AS0428'WEST OF THE CENTER LINE OF THE EAST ENTRANCE TO THE REALTY OFFICE,
 AS0428'31 FEET EAST OF THE CENTER LINE OF THE WEST ENTRANCE OF THE REALTY
 AS0428'OFFICE, 34 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, AND 4
 AS0428'FEET EAST OF THE EAST END OF THE BROWN WOODEN SIGN SALES AND
 AS0428'INFORMATION.
 AS0428
 AS0428                          STATION RECOVERY (1986)
 AS0428
 AS0428'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0428'RECOVERED IN GOOD CONDITION.
 AS0428
 AS0428                          STATION RECOVERY (1997)
 AS0428
 AS0428'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0450 ***********************************************************************
 AS0450  DESIGNATION -  A 341
 AS0450  PID         -  AS0450
 AS0450  STATE/COUNTY-  FL/FRANKLIN
 AS0450  USGS QUAD   -  CARRABELLE (1992)
 AS0450
 AS0450                         *CURRENT SURVEY CONTROL
 AS0450  ___________________________________________________________________
 AS0450* NAD 83(1986)-  29 45 34.     (N)    084 41 57.     (W)     SCALED    
 AS0450* NAVD 88     -         1.464  (meters)       4.80   (feet)  ADJUSTED  
 AS0450  ___________________________________________________________________
 AS0450  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AS0450  DYNAMIC HT  -           1.462 (meters)       4.80  (feet)  COMP
 AS0450  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 AS0450
 AS0450  VERT ORDER  -  SECOND    CLASS I
 AS0450
 AS0450.The horizontal coordinates were scaled from a topographic map and have
 AS0450.an estimated accuracy of +/- 6 seconds.
 AS0450
 AS0450.The orthometric height was determined by differential leveling
 AS0450.and adjusted by the National Geodetic Survey in June 1991..
 AS0450
 AS0450.The geoid height was determined by GEOID03.
 AS0450
 AS0450.The dynamic height is computed by dividing the NAVD 88
 AS0450.geopotential number by the normal gravity value computed on the
 AS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0450.degrees latitude (g = 980.6199 gals.).
 AS0450
 AS0450.The modeled gravity was interpolated from observed gravity values.
 AS0450
 AS0450;                    North         East    Units  Estimated Accuracy
 AS0450;SPC FL N     -    84,200.      580,740.      MT  (+/- 180 meters Scaled)
 AS0450
 AS0450                          SUPERSEDED SURVEY CONTROL
 AS0450
 AS0450.No superseded survey control is available for this station.
 AS0450
 AS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT224943(NAD 83)
 AS0450_MARKER: DB = BENCH MARK DISK
 AS0450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0450_SP_SET: COPPER-CLAD STEEL ROD
 AS0450_STAMPING: A 341 1977
 AS0450_MARK LOGO: NGS   
 AS0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0450
 AS0450  HISTORY     - Date     Condition        Report By
 AS0450  HISTORY     - 1977     MONUMENTED       NGS
 AS0450  HISTORY     - 1984     GOOD             FLDNR
 AS0450  HISTORY     - 19971215 MARK NOT FOUND   USPSQD
 AS0450
 AS0450                          STATION DESCRIPTION
 AS0450
 AS0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0450'12.4 MI NE FROM ST GEORGE ISLAND.
 AS0450'11.6 MILES NORTHEAST ALONG COUNTY ROAD 300 FROM THE JUNCTION OF
 AS0450'FRANKLIN BOULEVARD ON ST. GEORGE ISLAND, THENCE 0.3 MILE EAST ALONG
 AS0450'A SAND TRAIL TO THE GULFSIDE BEACH, THENCE 0.5 MILE NORTHEAST ALONG
 AS0450'THE BEACH, ABOUT 140 FEET NORTHWEST OF THE WATER LINE AT HIGH TIDE,
 AS0450'AND LOCATED WHERE THE VEGETATION STARTS.
 AS0450
 AS0450                          STATION RECOVERY (1984)
 AS0450
 AS0450'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AS0450'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 4
 AS0450'FEET BELOW THE GROUND.
 AS0450
 AS0450                          STATION RECOVERY (1997)
 AS0450
 AS0450'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0667 ***********************************************************************
 AA0667  DESIGNATION -  A 342
 AA0667  PID         -  AA0667
 AA0667  STATE/COUNTY-  FL/MONROE
 AA0667  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA0667
 AA0667                         *CURRENT SURVEY CONTROL
 AA0667  ___________________________________________________________________
 AA0667* NAD 83(1986)-  24 36 42.     (N)    081 37 31.     (W)     SCALED    
 AA0667* NAVD 88     -         1.521  (meters)       4.99   (feet)  ADJUSTED  
 AA0667  ___________________________________________________________________
 AA0667  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AA0667  DYNAMIC HT  -           1.519 (meters)       4.98  (feet)  COMP
 AA0667  MODELED GRAV-     978,963.0   (mgal)                       NAVD 88
 AA0667  OBS GRAVITY -     978,961.4   (mgal)                       GRAV_OBS
 AA0667
 AA0667  VERT ORDER  -  FIRST     CLASS II
 AA0667
 AA0667.The horizontal coordinates were scaled from a topographic map and have
 AA0667.an estimated accuracy of +/- 6 seconds.
 AA0667
 AA0667.The orthometric height was determined by differential leveling
 AA0667.and adjusted by the National Geodetic Survey in May 1994..
 AA0667
 AA0667.The geoid height was determined by GEOID03.
 AA0667
 AA0667.The dynamic height is computed by dividing the NAVD 88
 AA0667.geopotential number by the normal gravity value computed on the
 AA0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0667.degrees latitude (g = 980.6199 gals.).
 AA0667
 AA0667.The modeled gravity was interpolated from observed gravity values.
 AA0667.The observed gravity was obtained from relative gravimeter ties
 AA0667.to the IGSN71 gravity network.
 AA0667
 AA0667;                    North         East    Units  Estimated Accuracy
 AA0667;SPC FL E     -    30,970.      136,680.      MT  (+/- 180 meters Scaled)
 AA0667
 AA0667                          SUPERSEDED SURVEY CONTROL
 AA0667
 AA0667  NAVD 88 (06/15/91)    1.520  (m)            4.99   (f) UNKNOWN     1 2
 AA0667  NGVD 29 (09/01/92)    1.933  (m)            6.34   (f) ADJUSTED    1 2
 AA0667
 AA0667.Superseded values are not recommended for survey control.
 AA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0667.See file dsdata.txt to determine how the superseded data were derived.
 AA0667
 AA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH367220(NAD 83)
 AA0667_MARKER: DB = BENCH MARK DISK
 AA0667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0667_SP_SET: BRIDGE WINGWALL
 AA0667_STAMPING: A 342 1978
 AA0667_MARK LOGO: NGS   
 AA0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0667+STABILITY: SURFACE MOTION
 AA0667
 AA0667  HISTORY     - Date     Condition        Report By
 AA0667  HISTORY     - 1978     MONUMENTED       NGS
 AA0667  HISTORY     - 1984     GOOD
 AA0667  HISTORY     - 1987     GOOD             USPSQD
 AA0667  HISTORY     - 1988     GOOD             USPSQD
 AA0667  HISTORY     - 19881108 GOOD             FLDNR
 AA0667
 AA0667                          STATION DESCRIPTION
 AA0667
 AA0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AA0667'11.75 MI NE FROM KEY WEST.
 AA0667'11.75 MILES NORTHEAST ALONG US HIGHWAY 1 FROM THE CATHOLIC CHURCH
 AA0667'AT KEY WEST, ON SHARK KEY, SET IN THE TOP OF THE SOUTHEAST CONCRETE
 AA0667'WING WALL AT THE SOUTHWEST END OF SADDLE BUNCH VIADUCT NO. 5
 AA0667'BRIDGE NO. 6 A, 17 FT. SOUTHEAST OF THE NORTHWEST END OF WING WALL,
 AA0667'28 FT. SOUTHEAST OF CENTERLINE OF HIGHWAY
 AA0667'THE MARK IS 4 FT BELOW HIGHWAY.
 AA0667
 AA0667                          STATION RECOVERY (1984)
 AA0667
 AA0667'RECOVERED 1984
 AA0667'MARK IS SET IN THE WEST END OF THE BRIDGE ON THE SOUTH WINGWALL.
 AA0667'BRIDGE IS SADDLEBUNCH CHANNEL NO. 5, BRIDGE BR 6 A, 11.75 MILES
 AA0667'NORTHEAST ALONG HIGHWAY US-1 FROM THE CATHOLIC CHURCH IN KEY WEST. A
 AA0667'NEW BRIDGE 900090 IS IMMEDIATELY ON THE NORTH.
 AA0667
 AA0667                          STATION RECOVERY (1987)
 AA0667
 AA0667'RECOVERY NOTE BY US POWER SQUADRON 1987 (HGB)
 AA0667'RECOVERED IN GOOD CONDITION.
 AA0667
 AA0667                          STATION RECOVERY (1988)
 AA0667
 AA0667'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0667'RECOVERED IN GOOD CONDITION.
 AA0667
 AA0667                          STATION RECOVERY (1988)
 AA0667
 AA0667'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0667'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE BRIDGE
 AA0667'THAT WAS REFERENCED TO IN THE DESCRIPTION IS NO LONGER IN USE.  A NEW
 AA0667'BRIDGE HAS BEEN BUILT NORTHWEST OF THE OLD BRIDGE.  THE MARK IS NOW
 AA0667'8.53 M (27.99 FT) SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE NOT
 AA0667'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3225 ***********************************************************************
 AC3225  DESIGNATION -  A 343
 AC3225  PID         -  AC3225
 AC3225  STATE/COUNTY-  FL/MIAMI-DADE
 AC3225  USGS QUAD   -  SOUTH MIAMI NW (1988)
 AC3225
 AC3225                         *CURRENT SURVEY CONTROL
 AC3225  ___________________________________________________________________
 AC3225* NAD 83(1986)-  25 37 37.     (N)    080 22 52.     (W)     SCALED    
 AC3225* NAVD 88     -         2.456  (meters)       8.06   (feet)  ADJUSTED  
 AC3225  ___________________________________________________________________
 AC3225  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AC3225  DYNAMIC HT  -           2.452 (meters)       8.04  (feet)  COMP
 AC3225  MODELED GRAV-     979,005.6   (mgal)                       NAVD 88
 AC3225
 AC3225  VERT ORDER  -  FIRST     CLASS I
 AC3225
 AC3225.The horizontal coordinates were scaled from a topographic map and have
 AC3225.an estimated accuracy of +/- 6 seconds.
 AC3225
 AC3225.The orthometric height was determined by differential leveling
 AC3225.and adjusted by the National Geodetic Survey in May 1994..
 AC3225.WARNING-Repeat measurements at this control monument indicate possible
 AC3225.vertical movement.
 AC3225
 AC3225.The geoid height was determined by GEOID03.
 AC3225
 AC3225.The dynamic height is computed by dividing the NAVD 88
 AC3225.geopotential number by the normal gravity value computed on the
 AC3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3225.degrees latitude (g = 980.6199 gals.).
 AC3225
 AC3225.The modeled gravity was interpolated from observed gravity values.
 AC3225
 AC3225;                    North         East    Units  Estimated Accuracy
 AC3225;SPC FL E     -   143,430.      262,150.      MT  (+/- 180 meters Scaled)
 AC3225
 AC3225                          SUPERSEDED SURVEY CONTROL
 AC3225
 AC3225  NAVD 88 (06/15/91)    2.459  (m)            8.07   (f) UNKNOWN     1 1
 AC3225  NGVD 29 (09/01/92)    2.926  (m)            9.60   (f) ADJUSTED    1 1
 AC3225
 AC3225.Superseded values are not recommended for survey control.
 AC3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3225.See file dsdata.txt to determine how the superseded data were derived.
 AC3225
 AC3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ621345(NAD 83)
 AC3225_MARKER: DV = VERTICAL CONTROL DISK
 AC3225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3225_SP_SET: HEADWALL
 AC3225_STAMPING: A 343 1979
 AC3225_MARK LOGO: NGS   
 AC3225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3225+STABILITY: SURFACE MOTION
 AC3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3225+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 AC3225
 AC3225  HISTORY     - Date     Condition        Report By
 AC3225  HISTORY     - 1979     MONUMENTED       NGS
 AC3225  HISTORY     - 19930520 GOOD             NGS
 AC3225
 AC3225                          STATION DESCRIPTION
 AC3225
 AC3225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AC3225'2.6 MI WEST FROM PERRINE.
 AC3225'ABOUT 2.6 MILES WEST ALONG CORAL REEF DRIVE FROM THE JUNCTION
 AC3225'OF U. S. HIGHWAY 1 AT PERRINE, SET IN THE TOP AND 1.0 FOOT EAST
 AC3225'OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF THE DADE COUNTY
 AC3225'WATER DISTRICT CANAL, 0.1 MILE WEST OF FLORIDA TURNPIKE, 53 FEET
 AC3225'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF CORAL REEF DRIVE
 AC3225'AND 23 FEET WEST OF THE CENTERLINE OF THE CANAL. NOTE ABUTMENT
 AC3225'SITS ON BEDROCK.
 AC3225'THE MARK IS 4 FT  S FROM A WITNESS POST.
 AC3225
 AC3225                          STATION RECOVERY (1993)
 AC3225
 AC3225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC3225'3.5 KM (2.15 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992)
 AC3225'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, IN TOP OF
 AC3225'AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 AC3225'HEADWALL OF A CULVERT SPANNING CANAL NUMBER C1 N, 14.6 M (47.9 FT)
 AC3225'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE DRIVE, AND 0.3
 AC3225'M (1.0 FT) BELOW THE LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7193 ***********************************************************************
 AG7193  DESIGNATION -  A 349
 AG7193  PID         -  AG7193
 AG7193  STATE/COUNTY-  FL/PINELLAS
 AG7193  USGS QUAD   -  CLEARWATER (1987)
 AG7193
 AG7193                         *CURRENT SURVEY CONTROL
 AG7193  ___________________________________________________________________
 AG7193* NAD 83(1986)-  27 58 10.     (N)    082 48 42.     (W)     SCALED    
 AG7193* NAVD 88     -         1.752  (meters)       5.75   (feet)  ADJUSTED  
 AG7193  ___________________________________________________________________
 AG7193  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG7193  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 AG7193  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 AG7193
 AG7193  VERT ORDER  -  FIRST     CLASS II
 AG7193
 AG7193.The horizontal coordinates were scaled from a topographic map and have
 AG7193.an estimated accuracy of +/- 6 seconds.
 AG7193
 AG7193.The orthometric height was determined by differential leveling
 AG7193.and adjusted by the National Geodetic Survey in June 1991..
 AG7193
 AG7193.The geoid height was determined by GEOID03.
 AG7193
 AG7193.The dynamic height is computed by dividing the NAVD 88
 AG7193.geopotential number by the normal gravity value computed on the
 AG7193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7193.degrees latitude (g = 980.6199 gals.).
 AG7193
 AG7193.The modeled gravity was interpolated from observed gravity values.
 AG7193
 AG7193;                    North         East    Units  Estimated Accuracy
 AG7193;SPC FL W     -   403,090.      120,140.      MT  (+/- 180 meters Scaled)
 AG7193
 AG7193                          SUPERSEDED SURVEY CONTROL
 AG7193
 AG7193  NGVD 29 (??/??/92)    2.015  (m)            6.61   (f) ADJ UNCH    1 2
 AG7193
 AG7193.Superseded values are not recommended for survey control.
 AG7193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7193.See file dsdata.txt to determine how the superseded data were derived.
 AG7193
 AG7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL218951(NAD 83)
 AG7193_MARKER: DB = BENCH MARK DISK
 AG7193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7193_SP_SET: STAINLESS STEEL ROD
 AG7193_STAMPING: A 349 1978
 AG7193_PROJECTION: RECESSED 10 CENTIMETERS
 AG7193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7193_ROD/PIPE-DEPTH: 4.57 meters
 AG7193
 AG7193  HISTORY     - Date     Condition        Report By
 AG7193  HISTORY     - 1978     MONUMENTED       NGS
 AG7193  HISTORY     - 1985     GOOD             USPSQD
 AG7193  HISTORY     - 19870827 MARK NOT FOUND   USPSQD
 AG7193  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7193
 AG7193                          STATION DESCRIPTION
 AG7193
 AG7193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7193'1.05 MI EAST FROM CLEARWATER BEACH.
 AG7193'1.05 MILES EAST ALONG STATE ROUTE 60, MEMORIAL CAUSEWAY, FROM
 AG7193'CLEARWATER BEACH STATION POST OFFICE IN CLEARWATER BEACH TO THE MARK
 AG7193'ON THE RIGHT, SET NEXT TO THE NORTHEAST SIDE OF THE SIDEWALK,
 AG7193'BETWEEN TWO EIGHT INCH STEEL PIPES PROJECTING 5 FEET ABOVE GROUND,
 AG7193'PROTECTING A CONCRETE TRAFFIC CONTROL BOX, 23 FEET SOUTHWEST OF THE
 AG7193'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 11.7 FEET WEST OF
 AG7193'A P. CF MAN HOLE COVER, 1.9 FEET SOUTHWEST OF THE CENTER OF THE
 AG7193'TRAFFIC CONTROL BOX, 6 INCHES NORTHEAST OF THE NORTHEAST SIDE OF THE
 AG7193'SIDEWALK.
 AG7193'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AG7193
 AG7193                          STATION RECOVERY (1985)
 AG7193
 AG7193'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG7193'NOW CAPPED PLASTIC PIPE COVER-LEVEL WITH GROUND.
 AG7193
 AG7193                          STATION RECOVERY (1987)
 AG7193
 AG7193'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG7193'MARK NOT FOUND.
 AG7193
 AG7193                          STATION RECOVERY (1996)
 AG7193
 AG7193'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2735 ***********************************************************************
 AD2735  DESIGNATION -  A 35
 AD2735  PID         -  AD2735
 AD2735  STATE/COUNTY-  FL/PALM BEACH
 AD2735  USGS QUAD   -  LAKE WORTH (1983)
 AD2735
 AD2735                         *CURRENT SURVEY CONTROL
 AD2735  ___________________________________________________________________
 AD2735* NAD 83(1986)-  26 31 50.     (N)    080 03 33.     (W)     SCALED    
 AD2735* NAVD 88     -         3.287  (meters)      10.78   (feet)  ADJUSTED  
 AD2735  ___________________________________________________________________
 AD2735  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AD2735  DYNAMIC HT  -           3.282 (meters)      10.77  (feet)  COMP
 AD2735  MODELED GRAV-     979,102.1   (mgal)                       NAVD 88
 AD2735
 AD2735  VERT ORDER  -  FIRST     CLASS II
 AD2735
 AD2735.The horizontal coordinates were scaled from a topographic map and have
 AD2735.an estimated accuracy of +/- 6 seconds.
 AD2735
 AD2735.The orthometric height was determined by differential leveling
 AD2735.and adjusted by the National Geodetic Survey in June 1991..
 AD2735
 AD2735.The geoid height was determined by GEOID03.
 AD2735
 AD2735.The dynamic height is computed by dividing the NAVD 88
 AD2735.geopotential number by the normal gravity value computed on the
 AD2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2735.degrees latitude (g = 980.6199 gals.).
 AD2735
 AD2735.The modeled gravity was interpolated from observed gravity values.
 AD2735
 AD2735;                    North         East    Units  Estimated Accuracy
 AD2735;SPC FL E     -   243,740.      293,760.      MT  (+/- 180 meters Scaled)
 AD2735
 AD2735                          SUPERSEDED SURVEY CONTROL
 AD2735
 AD2735  NGVD 29 (??/??/92)    3.78   (m)           12.4    (f) COMPUTED    1 2
 AD2735
 AD2735.Superseded values are not recommended for survey control.
 AD2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2735.See file dsdata.txt to determine how the superseded data were derived.
 AD2735
 AD2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK937347(NAD 83)
 AD2735_MARKER: DB = BENCH MARK DISK
 AD2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2735_STAMPING: 12.336 A 35 1933
 AD2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2735+STABILITY: SURFACE MOTION
 AD2735
 AD2735  HISTORY     - Date     Condition        Report By
 AD2735  HISTORY     - 1933     MONUMENTED       CGS
 AD2735  HISTORY     - 1965     MARK NOT FOUND   NGS
 AD2735  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2735  HISTORY     - 19940512 MARK NOT FOUND   USPSQD
 AD2735  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 AD2735  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AD2735  HISTORY     - 20051013 MARK NOT FOUND   USPSQD
 AD2735
 AD2735                          STATION DESCRIPTION
 AD2735
 AD2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2735'AT BOYNTON BEACH.
 AD2735'AT BOYNTON BEACH, PALM BEACH COUNTY, ON THE FLORIDA EAST COAST
 AD2735'RAILWAY, 0.2 MILE NORTH OF THE STATION, 682 FEET NORTH OF THE
 AD2735'FIRST STREET CROSSING NORTH OF THE STATION, 26.3 FEET EAST OF THE
 AD2735'EAST RAIL OF THE NORTH-BOUND TRACK, AND 2 FEET SOUTH OF A WHITE
 AD2735'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 12.336 A 35
 AD2735'1933 AND SET IN THE TOP OF A CONCRETE POST.
 AD2735
 AD2735                          STATION RECOVERY (1990)
 AD2735
 AD2735'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2735'MARK NOT FOUND.
 AD2735
 AD2735                          STATION RECOVERY (1994)
 AD2735
 AD2735'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2735'MARK NOT FOUND.
 AD2735
 AD2735                          STATION RECOVERY (1995)
 AD2735
 AD2735'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2735'MARK NOT FOUND.
 AD2735
 AD2735                          STATION RECOVERY (2004)
 AD2735
 AD2735'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2735'RAILROAD SINGLED TRACKED AND GRADED.
 AD2735
 AD2735                          STATION RECOVERY (2005)
 AD2735
 AD2735'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7195 ***********************************************************************
 AG7195  DESIGNATION -  A 350
 AG7195  PID         -  AG7195
 AG7195  STATE/COUNTY-  FL/PINELLAS
 AG7195  USGS QUAD   -  CLEARWATER (1987)
 AG7195
 AG7195                         *CURRENT SURVEY CONTROL
 AG7195  ___________________________________________________________________
 AG7195* NAD 83(1986)-  27 58 40.     (N)    082 49 36.     (W)     SCALED    
 AG7195* NAVD 88     -         1.385  (meters)       4.54   (feet)  ADJUSTED  
 AG7195  ___________________________________________________________________
 AG7195  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG7195  DYNAMIC HT  -           1.383 (meters)       4.54  (feet)  COMP
 AG7195  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AG7195  OBS GRAVITY -     979,187.6   (mgal)                       GRAV_OBS
 AG7195
 AG7195  VERT ORDER  -  FIRST     CLASS II
 AG7195
 AG7195.The horizontal coordinates were scaled from a topographic map and have
 AG7195.an estimated accuracy of +/- 6 seconds.
 AG7195
 AG7195.The orthometric height was determined by differential leveling
 AG7195.and adjusted by the National Geodetic Survey in June 1991..
 AG7195
 AG7195.The geoid height was determined by GEOID03.
 AG7195
 AG7195.The dynamic height is computed by dividing the NAVD 88
 AG7195.geopotential number by the normal gravity value computed on the
 AG7195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7195.degrees latitude (g = 980.6199 gals.).
 AG7195
 AG7195.The modeled gravity was interpolated from observed gravity values.
 AG7195.The observed gravity was obtained from relative gravimeter ties
 AG7195.to the IGSN71 gravity network.
 AG7195
 AG7195;                    North         East    Units  Estimated Accuracy
 AG7195;SPC FL W     -   404,020.      118,670.      MT  (+/- 180 meters Scaled)
 AG7195
 AG7195                          SUPERSEDED SURVEY CONTROL
 AG7195
 AG7195  NGVD 29 (??/??/92)    1.647  (m)            5.40   (f) ADJ UNCH    1 2
 AG7195
 AG7195.Superseded values are not recommended for survey control.
 AG7195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7195.See file dsdata.txt to determine how the superseded data were derived.
 AG7195
 AG7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL203960(NAD 83)
 AG7195_MARKER: DB = BENCH MARK DISK
 AG7195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7195_SP_SET: STAINLESS STEEL ROD
 AG7195_STAMPING: A 350 1978
 AG7195_PROJECTION: FLUSH
 AG7195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7195_ROD/PIPE-DEPTH: 10.4 meters
 AG7195
 AG7195  HISTORY     - Date     Condition        Report By
 AG7195  HISTORY     - 1978     MONUMENTED       NGS
 AG7195  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG7195  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7195
 AG7195                          STATION DESCRIPTION
 AG7195
 AG7195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7195'IN CLEARWATER BEACH.
 AG7195'SET IN THE NORTHEAST CORNER OF THE LAWN OF THE CLEARWATER BEACH
 AG7195'CHAMBER OF COMMERCE BUILDING, AT THE INTERSECTION OF MARIANNE STREET,
 AG7195'STATE HIGHWAY 60,AND POINSETTIA AVENUE, 40 FEET WEST OF THE
 AG7195'CENTERLINE OF AVENUE, 15 FEET SOUTH OF THE SOUTH CURB RETURN OF
 AG7195'THE HIGHWAY, 24 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG7195'BUILDING, 8 FEET NORTH OF A FLAG POLE. THIS BENCH MARK HAS BEEN
 AG7195'DESIGNATED A BASIC NET A TIDAL STATION SPUR LINE END.
 AG7195'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AG7195
 AG7195                          STATION RECOVERY (1985)
 AG7195
 AG7195'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG7195'MARK NOT FOUND.
 AG7195
 AG7195                          STATION RECOVERY (1996)
 AG7195
 AG7195'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5403 ***********************************************************************
 AK5403  DESIGNATION -  A 351
 AK5403  PID         -  AK5403
 AK5403  STATE/COUNTY-  FL/POLK
 AK5403  USGS QUAD   -  LAKELAND (1987)
 AK5403
 AK5403                         *CURRENT SURVEY CONTROL
 AK5403  ___________________________________________________________________
 AK5403* NAD 83(1986)-  28 02 39.     (N)    081 57 00.     (W)     SCALED    
 AK5403* NAVD 88     -        54.861  (meters)     179.99   (feet)  ADJUSTED  
 AK5403  ___________________________________________________________________
 AK5403  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AK5403  DYNAMIC HT  -          54.779 (meters)     179.72  (feet)  COMP
 AK5403  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AK5403
 AK5403  VERT ORDER  -  FIRST     CLASS II
 AK5403
 AK5403.The horizontal coordinates were scaled from a topographic map and have
 AK5403.an estimated accuracy of +/- 6 seconds.
 AK5403
 AK5403.The orthometric height was determined by differential leveling
 AK5403.and adjusted by the National Geodetic Survey in June 1991..
 AK5403
 AK5403.The geoid height was determined by GEOID03.
 AK5403
 AK5403.The dynamic height is computed by dividing the NAVD 88
 AK5403.geopotential number by the normal gravity value computed on the
 AK5403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5403.degrees latitude (g = 980.6199 gals.).
 AK5403
 AK5403.The modeled gravity was interpolated from observed gravity values.
 AK5403
 AK5403;                    North         East    Units  Estimated Accuracy
 AK5403;SPC FL W     -   411,100.      204,920.      MT  (+/- 180 meters Scaled)
 AK5403
 AK5403                          SUPERSEDED SURVEY CONTROL
 AK5403
 AK5403  NGVD 29 (09/01/92)   55.133  (m)          180.88   (f) ADJUSTED    1 2
 AK5403
 AK5403.Superseded values are not recommended for survey control.
 AK5403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5403.See file dsdata.txt to determine how the superseded data were derived.
 AK5403
 AK5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM066024(NAD 83)
 AK5403_MARKER: DB = BENCH MARK DISK
 AK5403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK5403_SP_SET: STAINLESS STEEL ROD
 AK5403_STAMPING: A 351 1978
 AK5403_PROJECTION: RECESSED 10 CENTIMETERS
 AK5403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5403_ROD/PIPE-DEPTH: 4.88 meters
 AK5403
 AK5403  HISTORY     - Date     Condition        Report By
 AK5403  HISTORY     - 1978     MONUMENTED       NGS
 AK5403  HISTORY     - 19950217 MARK NOT FOUND   USPSQD
 AK5403  HISTORY     - 20030701 MARK NOT FOUND   FL-105
 AK5403
 AK5403                          STATION DESCRIPTION
 AK5403
 AK5403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5403'IN LAKELAND.
 AK5403'0.2 MILE EAST ALONG EAST MAIN STREET FROM THE JUNCTION OF BARTOW
 AK5403'ROAD IN LAKELAND TO THE MARK ON THE LEFT, SET AT THE NORTH END OF
 AK5403'A CONCRETE LAMP POST NEAR A CONCRETE RETAINING WALL ON THE EAST SIDE
 AK5403'OF LAKE MIRROR, 30 FEET NORTH OF A CONCRETE LAMP POST NUMBER 35,2,71,
 AK5403'118 FEET WEST OF THE WEST CRUB OF MAIN STREET, 1 FOOT NORTH OF THE
 AK5403'CONCRETE LAMP POST.
 AK5403'THE MARK IS ABOVE LEVEL WITH GROUND.
 AK5403
 AK5403                          STATION RECOVERY (1995)
 AK5403
 AK5403'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5403'MARK NOT FOUND.
 AK5403
 AK5403                          STATION RECOVERY (2003)
 AK5403
 AK5403'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AK5403'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK5403'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5353 ***********************************************************************
 AK5353  DESIGNATION -  A 352
 AK5353  PID         -  AK5353
 AK5353  STATE/COUNTY-  FL/ORANGE
 AK5353  USGS QUAD   -  ORLANDO WEST (1980)
 AK5353
 AK5353                         *CURRENT SURVEY CONTROL
 AK5353  ___________________________________________________________________
 AK5353* NAD 83(1986)-  28 32 14.     (N)    081 22 44.     (W)     SCALED    
 AK5353* NAVD 88     -        31.074  (meters)     101.95   (feet)  ADJUSTED  
 AK5353  ___________________________________________________________________
 AK5353  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AK5353  DYNAMIC HT  -          31.030 (meters)     101.80  (feet)  COMP
 AK5353  MODELED GRAV-     979,201.9   (mgal)                       NAVD 88
 AK5353  OBS GRAVITY -     979,204.7   (mgal)                       GRAV_OBS
 AK5353
 AK5353  VERT ORDER  -  FIRST     CLASS II
 AK5353
 AK5353.The horizontal coordinates were scaled from a topographic map and have
 AK5353.an estimated accuracy of +/- 6 seconds.
 AK5353
 AK5353.The orthometric height was determined by differential leveling
 AK5353.and adjusted by the National Geodetic Survey in June 1991..
 AK5353
 AK5353.The geoid height was determined by GEOID03.
 AK5353
 AK5353.The dynamic height is computed by dividing the NAVD 88
 AK5353.geopotential number by the normal gravity value computed on the
 AK5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5353.degrees latitude (g = 980.6199 gals.).
 AK5353
 AK5353.The modeled gravity was interpolated from observed gravity values.
 AK5353.The observed gravity was obtained from relative gravimeter ties
 AK5353.to the IGSN71 gravity network.
 AK5353
 AK5353;                    North         East    Units  Estimated Accuracy
 AK5353;SPC FL E     -   465,800.      162,920.      MT  (+/- 180 meters Scaled)
 AK5353
 AK5353                          SUPERSEDED SURVEY CONTROL
 AK5353
 AK5353  NGVD 29 (09/01/92)   31.383  (m)          102.96   (f) ADJUSTED    1 2
 AK5353
 AK5353.Superseded values are not recommended for survey control.
 AK5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5353.See file dsdata.txt to determine how the superseded data were derived.
 AK5353
 AK5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM629567(NAD 83)
 AK5353_MARKER: DB = BENCH MARK DISK
 AK5353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK5353_SP_SET: BUILDING
 AK5353_STAMPING: A 352 1978
 AK5353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK5353+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1994
 AK5353
 AK5353  HISTORY     - Date     Condition        Report By
 AK5353  HISTORY     - 1978     MONUMENTED       NGS
 AK5353  HISTORY     - 1985     GOOD             USPSQD
 AK5353  HISTORY     - 1990     GOOD             USPSQD
 AK5353  HISTORY     - 19940210 MARK NOT FOUND   NGS
 AK5353
 AK5353                          STATION DESCRIPTION
 AK5353
 AK5353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5353'IN ORLANDO.
 AK5353'AT CITY HALL, SET IN TOP OF THE NORTHEAST CORNER OF THE MAIN ENTRANCE
 AK5353'TO CITY HALL, 69 FEET NORTHWEST OF THE CENTER OF ORANGE AVENUE, 17
 AK5353'FEET NORTHEAST OF THE CENTER OF MAIN ENTRANCE.
 AK5353'THE MARK IS 1 FT ABOVE ORANGE AVENUE.
 AK5353
 AK5353                          STATION RECOVERY (1985)
 AK5353
 AK5353'RECOVERY NOTE BY US POWER SQUADRON 1985
 AK5353'RECOVERED IN GOOD CONDITION.
 AK5353
 AK5353                          STATION RECOVERY (1990)
 AK5353
 AK5353'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK5353'RECOVERED IN GOOD CONDITION.
 AK5353
 AK5353                          STATION RECOVERY (1994)
 AK5353
 AK5353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AK5353'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.  CITY HALL WAS TORN
 AK5353'DOWN AND A NEW CITY HALL WAS BUILT IN 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5325 ***********************************************************************
 AK5325  DESIGNATION -  A 353
 AK5325  PID         -  AK5325
 AK5325  STATE/COUNTY-  FL/VOLUSIA
 AK5325  USGS QUAD   -  ORANGE CITY (1980)
 AK5325
 AK5325                         *CURRENT SURVEY CONTROL
 AK5325  ___________________________________________________________________
 AK5325* NAD 83(1986)-  28 57 14.     (N)    081 15 57.     (W)     SCALED    
 AK5325* NAVD 88     -        16.567  (meters)      54.35   (feet)  ADJUSTED  
 AK5325  ___________________________________________________________________
 AK5325  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AK5325  DYNAMIC HT  -          16.544 (meters)      54.28  (feet)  COMP
 AK5325  MODELED GRAV-     979,255.2   (mgal)                       NAVD 88
 AK5325
 AK5325  VERT ORDER  -  FIRST     CLASS II
 AK5325
 AK5325.The horizontal coordinates were scaled from a topographic map and have
 AK5325.an estimated accuracy of +/- 6 seconds.
 AK5325
 AK5325.The orthometric height was determined by differential leveling
 AK5325.and adjusted by the National Geodetic Survey in June 1991..
 AK5325
 AK5325.The geoid height was determined by GEOID03.
 AK5325
 AK5325.The dynamic height is computed by dividing the NAVD 88
 AK5325.geopotential number by the normal gravity value computed on the
 AK5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5325.degrees latitude (g = 980.6199 gals.).
 AK5325
 AK5325.The modeled gravity was interpolated from observed gravity values.
 AK5325
 AK5325;                    North         East    Units  Estimated Accuracy
 AK5325;SPC FL E     -   511,950.      174,090.      MT  (+/- 180 meters Scaled)
 AK5325
 AK5325                          SUPERSEDED SURVEY CONTROL
 AK5325
 AK5325  NGVD 29 (09/01/92)   16.889  (m)           55.41   (f) ADJUSTED    1 2
 AK5325
 AK5325.Superseded values are not recommended for survey control.
 AK5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5325.See file dsdata.txt to determine how the superseded data were derived.
 AK5325
 AK5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN740029(NAD 83)
 AK5325_MARKER: DB = BENCH MARK DISK
 AK5325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK5325_SP_SET: STAINLESS STEEL ROD
 AK5325_STAMPING: A 353 1978
 AK5325_PROJECTION: RECESSED 10 CENTIMETERS
 AK5325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5325_ROD/PIPE-DEPTH: 4.88 meters
 AK5325
 AK5325  HISTORY     - Date     Condition        Report By
 AK5325  HISTORY     - 1978     MONUMENTED       NGS
 AK5325  HISTORY     - 19910419 GOOD             USPSQD
 AK5325
 AK5325                          STATION DESCRIPTION
 AK5325
 AK5325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5325'2.3 MI NE FROM ORANGE CITY.
 AK5325'2.3 MILES NORTHEAST ALONG STATE ROUTE 430A FROM THE POST OFFICE IN
 AK5325'ORANGE CITY TO THE MARK ON THE LEFT, 23 FEET WEST OF THE CENTERLINE
 AK5325'OF HIGHWAY, 1 FOOT EAST OF WIRE FENCE.
 AK5325'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AK5325'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AK5325
 AK5325                          STATION RECOVERY (1991)
 AK5325
 AK5325'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AK5325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5378 ***********************************************************************
 AK5378  DESIGNATION -  A 354
 AK5378  PID         -  AK5378
 AK5378  STATE/COUNTY-  FL/POLK
 AK5378  USGS QUAD   -  DAVENPORT (1985)
 AK5378
 AK5378                         *CURRENT SURVEY CONTROL
 AK5378  ___________________________________________________________________
 AK5378* NAD 83(1986)-  28 11 29.     (N)    081 35 14.     (W)     SCALED    
 AK5378* NAVD 88     -        41.220  (meters)     135.24   (feet)  ADJUSTED  
 AK5378  ___________________________________________________________________
 AK5378  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AK5378  DYNAMIC HT  -          41.158 (meters)     135.03  (feet)  COMP
 AK5378  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 AK5378
 AK5378  VERT ORDER  -  FIRST     CLASS II
 AK5378
 AK5378.The horizontal coordinates were scaled from a topographic map and have
 AK5378.an estimated accuracy of +/- 6 seconds.
 AK5378
 AK5378.The orthometric height was determined by differential leveling
 AK5378.and adjusted by the National Geodetic Survey in June 1991..
 AK5378
 AK5378.The geoid height was determined by GEOID03.
 AK5378
 AK5378.The dynamic height is computed by dividing the NAVD 88
 AK5378.geopotential number by the normal gravity value computed on the
 AK5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5378.degrees latitude (g = 980.6199 gals.).
 AK5378
 AK5378.The modeled gravity was interpolated from observed gravity values.
 AK5378
 AK5378;                    North         East    Units  Estimated Accuracy
 AK5378;SPC FL W     -   427,490.      240,530.      MT  (+/- 180 meters Scaled)
 AK5378
 AK5378                          SUPERSEDED SURVEY CONTROL
 AK5378
 AK5378  NGVD 29 (09/01/92)   41.510  (m)          136.19   (f) ADJUSTED    1 2
 AK5378
 AK5378.Superseded values are not recommended for survey control.
 AK5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5378.See file dsdata.txt to determine how the superseded data were derived.
 AK5378
 AK5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM423185(NAD 83)
 AK5378_MARKER: DB = BENCH MARK DISK
 AK5378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK5378_SP_SET: STAINLESS STEEL ROD
 AK5378_STAMPING: A 354 1978
 AK5378_PROJECTION: RECESSED 10 CENTIMETERS
 AK5378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5378_ROD/PIPE-DEPTH: 6.10 meters
 AK5378
 AK5378  HISTORY     - Date     Condition        Report By
 AK5378  HISTORY     - 1978     MONUMENTED       NGS
 AK5378  HISTORY     - 1990     GOOD             USPSQD
 AK5378  HISTORY     - 20030909 GOOD             FL-105
 AK5378  HISTORY     - 20050116 GOOD             USPSQD
 AK5378
 AK5378                          STATION DESCRIPTION
 AK5378
 AK5378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5378'2.45 MI NORTH FROM DAVENPORT.
 AK5378'2.45 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE INTERSECTION
 AK5378'OF STATE ROUTE 547(BAY STREET) IN DAVENPORT TO THE MARK ON THE
 AK5378'LEFT, 0.25 MILE NORTH OF RAILROAD TRACKS CROSSING, 43 FEET WEST
 AK5378'OF THE CENTERLINE OF HIGHWAY, 2 FEET EAST OF POWER POLE NUMBER
 AK5378'6-28471 WITH  THREE TRANSFORMERS.
 AK5378'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AK5378'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AK5378
 AK5378                          STATION RECOVERY (1990)
 AK5378
 AK5378'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD)
 AK5378'RECOVERED IN GOOD CONDITION.
 AK5378
 AK5378                          STATION RECOVERY (2003)
 AK5378
 AK5378'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK5378'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER
 AK5378'GIS DEPARTMENT.
 AK5378
 AK5378                          STATION RECOVERY (2005)
 AK5378
 AK5378'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AK5378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2330 ***********************************************************************
 BD2330  DESIGNATION -  A 355
 BD2330  PID         -  BD2330
 BD2330  STATE/COUNTY-  FL/TAYLOR
 BD2330  USGS QUAD   -  FENHOLLOWAY (1993)
 BD2330
 BD2330                         *CURRENT SURVEY CONTROL
 BD2330  ___________________________________________________________________
 BD2330* NAD 83(1986)-  30 05 53.     (N)    083 28 25.     (W)     SCALED    
 BD2330* NAVD 88     -        20.944  (meters)      68.71   (feet)  ADJUSTED  
 BD2330  ___________________________________________________________________
 BD2330  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BD2330  DYNAMIC HT  -          20.916 (meters)      68.62  (feet)  COMP
 BD2330  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 BD2330
 BD2330  VERT ORDER  -  FIRST     CLASS II
 BD2330
 BD2330.The horizontal coordinates were scaled from a topographic map and have
 BD2330.an estimated accuracy of +/- 6 seconds.
 BD2330
 BD2330.The orthometric height was determined by differential leveling
 BD2330.and adjusted by the National Geodetic Survey in June 1991..
 BD2330
 BD2330.The geoid height was determined by GEOID03.
 BD2330
 BD2330.The dynamic height is computed by dividing the NAVD 88
 BD2330.geopotential number by the normal gravity value computed on the
 BD2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2330.degrees latitude (g = 980.6199 gals.).
 BD2330
 BD2330.The modeled gravity was interpolated from observed gravity values.
 BD2330
 BD2330;                    North         East    Units  Estimated Accuracy
 BD2330;SPC FL N     -   122,160.      698,930.      MT  (+/- 180 meters Scaled)
 BD2330
 BD2330                          SUPERSEDED SURVEY CONTROL
 BD2330
 BD2330.No superseded survey control is available for this station.
 BD2330
 BD2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP616322(NAD 83)
 BD2330_MARKER: DB = BENCH MARK DISK
 BD2330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BD2330_SP_SET: STAINLESS STEEL ROD
 BD2330_STAMPING: A 355 1978
 BD2330_PROJECTION: RECESSED 10 CENTIMETERS
 BD2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2330_ROD/PIPE-DEPTH: 4.88 meters
 BD2330
 BD2330  HISTORY     - Date     Condition        Report By
 BD2330  HISTORY     - 1978     MONUMENTED       NGS
 BD2330
 BD2330                          STATION DESCRIPTION
 BD2330
 BD2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BD2330'7.6 MI NE FROM PERRY.
 BD2330'7.6 MILES NORTHEAST ALONG U.S. ROUTE 27 FROM THE INTERSECTION OF US
 BD2330'ROUTE 221 TO THE MARK ON THE LEFT, 0.1 MILE WEST OF THE WEST END OF
 BD2330'THE BRIDGE OVER THE FENHOLLY RIVER, 63.5 FEET NORTH OF THE CENTERLINE
 BD2330'OF ROUTE 27, 2 FEET EAST OF AN UNNUMBERED POWER POLE.
 BD2330'THE MARK IS 2 FT  E FROM A WITNESS POST.
 BD2330'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6647 ***********************************************************************
 AF6647  DESIGNATION -  A 356
 AF6647  PID         -  AF6647
 AF6647  STATE/COUNTY-  FL/ST LUCIE
 AF6647  USGS QUAD   -  FORT PIERCE (1983)
 AF6647
 AF6647                         *CURRENT SURVEY CONTROL
 AF6647  ___________________________________________________________________
 AF6647* NAD 83(1999)-  27 26 35.24537(N)    080 20 28.40044(W)     ADJUSTED  
 AF6647* NAVD 88     -         6.227  (meters)      20.43   (feet)  ADJUSTED  
 AF6647  ___________________________________________________________________
 AF6647  X           -     950,375.091 (meters)                     COMP
 AF6647  Y           -  -5,584,110.832 (meters)                     COMP
 AF6647  Z           -   2,921,868.646 (meters)                     COMP
 AF6647  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AF6647  ELLIP HEIGHT-         -21.26  (meters)          (12/12/02) GPS OBS
 AF6647  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AF6647  DYNAMIC HT  -           6.217 (meters)      20.40  (feet)  COMP
 AF6647  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AF6647
 AF6647  HORZ ORDER  -  FIRST
 AF6647  VERT ORDER  -  FIRST     CLASS II
 AF6647  ELLP ORDER  -  SECOND    CLASS II
 AF6647
 AF6647.The horizontal coordinates were established by GPS observations
 AF6647.and adjusted by the National Geodetic Survey in December 2002..
 AF6647
 AF6647.The orthometric height was determined by differential leveling
 AF6647.and adjusted by the National Geodetic Survey in May 1994..
 AF6647.WARNING-Repeat measurements at this control monument indicate possible
 AF6647.vertical movement.
 AF6647
 AF6647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6647
 AF6647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6647
 AF6647.The ellipsoidal height was determined by GPS observations
 AF6647.and is referenced to NAD 83.
 AF6647
 AF6647.The geoid height was determined by GEOID03.
 AF6647
 AF6647.The dynamic height is computed by dividing the NAVD 88
 AF6647.geopotential number by the normal gravity value computed on the
 AF6647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6647.degrees latitude (g = 980.6199 gals.).
 AF6647
 AF6647.The modeled gravity was interpolated from observed gravity values.
 AF6647
 AF6647;                    North         East     Units Scale Factor Converg.
 AF6647;SPC FL E     -   344,674.936   265,125.658   MT  0.99999351   +0 18 13.0
 AF6647;SPC FL E     - 1,130,821.02    869,833.10   sFT  0.99999351   +0 18 13.0
 AF6647;UTM  17      - 3,035,689.316   565,103.437   MT  0.99965232   +0 18 13.0
 AF6647
 AF6647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6647!SPC FL E     -   1.00000334  x   0.99999351  =   0.99999685
 AF6647!UTM  17      -   1.00000334  x   0.99965232  =   0.99965566
 AF6647
 AF6647                          SUPERSEDED SURVEY CONTROL
 AF6647
 AF6647  NAVD 88 (06/15/91)    6.222  (m)           20.41   (f) UNKNOWN     1 2
 AF6647  NGVD 29 (09/01/92)    6.684  (m)           21.93   (f) ADJUSTED    1 2
 AF6647
 AF6647.Superseded values are not recommended for survey control.
 AF6647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6647.See file dsdata.txt to determine how the superseded data were derived.
 AF6647
 AF6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6510335689(NAD 83)
 AF6647_MARKER: DV = VERTICAL CONTROL DISK
 AF6647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6647_SP_SET: STAINLESS STEEL ROD
 AF6647_STAMPING: A 356 1979
 AF6647_MARK LOGO: NGS   
 AF6647_PROJECTION: PROJECTING 8 CENTIMETERS
 AF6647_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6647+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 AF6647_ROD/PIPE-DEPTH: 7.32 meters
 AF6647
 AF6647  HISTORY     - Date     Condition        Report By
 AF6647  HISTORY     - 1979     MONUMENTED       NGS
 AF6647  HISTORY     - 19910201 GOOD             NGS
 AF6647  HISTORY     - 20010602 GOOD             EMCINC
 AF6647  HISTORY     - 20020415 GOOD             MAPTEC
 AF6647
 AF6647                          STATION DESCRIPTION
 AF6647
 AF6647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6647'IN FORT PIERCE.
 AF6647'1.0 MILE WEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF U. S.
 AF6647'HIGHWAY 1, AT THE JUNCTION OF OKEECHOBEE ROAD, SOUTH 17TH STREET
 AF6647'AND DELAWARE AVENUE, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AF6647'THE ODEM LIQUOR STORE AT 1625 OKEECHOBEE ROAD, 22 FEET EAST OF THE
 AF6647'CENTERLINE OF SOUTH 17TH STREET AND 1.5 FEET SOUTH OF A UTILITY
 AF6647'POLE.
 AF6647'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AF6647
 AF6647                          STATION RECOVERY (1991)
 AF6647
 AF6647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF6647'IN FORT PIERCE, AT THE INTERSECTION OF SOUTH 17TH STREET AND DELAWARE
 AF6647'AVENUE, 48.8 M (160.1 FT) SOUTH OF THE AVENUE CENTERLINE, 18.1 M
 AF6647'(59.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE ODOM LIQUOR STORE,
 AF6647'7.0 M (23.0 FT) EAST OF AND LEVEL WITH THE STREET CENTERLINE, 0.5 M
 AF6647'(1.6 FT) SOUTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) WEST OF A FENCE
 AF6647'CORNER, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK
 AF6647'IS ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 AF6647'SURFACE.
 AF6647
 AF6647                          STATION RECOVERY (2001)
 AF6647
 AF6647'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF6647'RECOVERED IN GOOD CONDITION.  NOTE--DESCRIBED IN S-9, T-35
 AF6647'SOUTH, R-40-E.
 AF6647
 AF6647                          STATION RECOVERY (2002)
 AF6647
 AF6647'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF6647'RECOVERED AS DESCRIBED
 AF6647'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6675 ***********************************************************************
 AF6675  DESIGNATION -  A 357
 AF6675  PID         -  AF6675
 AF6675  STATE/COUNTY-  FL/ST LUCIE
 AF6675  USGS QUAD   -  JONES HAMMOCK (1970)
 AF6675
 AF6675                         *CURRENT SURVEY CONTROL
 AF6675  ___________________________________________________________________
 AF6675* NAD 83(1999)-  27 18 29.23537(N)    080 40 06.16368(W)     ADJUSTED  
 AF6675* NAVD 88     -        12.231  (meters)      40.13   (feet)  ADJUSTED  
 AF6675  ___________________________________________________________________
 AF6675  X           -     919,591.051 (meters)                     COMP
 AF6675  Y           -  -5,596,239.790 (meters)                     COMP
 AF6675  Z           -   2,908,587.412 (meters)                     COMP
 AF6675  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AF6675  ELLIP HEIGHT-         -14.73  (meters)          (12/12/02) GPS OBS
 AF6675  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AF6675  DYNAMIC HT  -          12.212 (meters)      40.07  (feet)  COMP
 AF6675  MODELED GRAV-     979,110.8   (mgal)                       NAVD 88
 AF6675
 AF6675  HORZ ORDER  -  FIRST
 AF6675  VERT ORDER  -  FIRST     CLASS II
 AF6675  ELLP ORDER  -  SECOND    CLASS II
 AF6675
 AF6675.The horizontal coordinates were established by GPS observations
 AF6675.and adjusted by the National Geodetic Survey in December 2002..
 AF6675
 AF6675.The orthometric height was determined by differential leveling
 AF6675.and adjusted by the National Geodetic Survey in June 1991..
 AF6675
 AF6675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6675
 AF6675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6675
 AF6675.The ellipsoidal height was determined by GPS observations
 AF6675.and is referenced to NAD 83.
 AF6675
 AF6675.The geoid height was determined by GEOID03.
 AF6675
 AF6675.The dynamic height is computed by dividing the NAVD 88
 AF6675.geopotential number by the normal gravity value computed on the
 AF6675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6675.degrees latitude (g = 980.6199 gals.).
 AF6675
 AF6675.The modeled gravity was interpolated from observed gravity values.
 AF6675
 AF6675;                    North         East     Units Scale Factor Converg.
 AF6675;SPC FL E     -   329,587.255   232,823.017   MT  0.99995447   +0 09 07.7
 AF6675;SPC FL E     - 1,081,320.85    763,853.51   sFT  0.99995447   +0 09 07.7
 AF6675;UTM  17      - 3,020,606.783   532,811.818   MT  0.99961329   +0 09 07.7
 AF6675
 AF6675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6675!SPC FL E     -   1.00000231  x   0.99995447  =   0.99995678
 AF6675!UTM  17      -   1.00000231  x   0.99961329  =   0.99961560
 AF6675
 AF6675                          SUPERSEDED SURVEY CONTROL
 AF6675
 AF6675  NAVD 88 (12/12/02)   12.23   (m)           40.1    (f) LEVELING    3  
 AF6675  NGVD 29 (09/01/92)   12.627  (m)           41.43   (f) ADJUSTED    1 2
 AF6675
 AF6675.Superseded values are not recommended for survey control.
 AF6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6675.See file dsdata.txt to determine how the superseded data were derived.
 AF6675
 AF6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL3281220607(NAD 83)
 AF6675_MARKER: DV = VERTICAL CONTROL DISK
 AF6675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6675_SP_SET: STAINLESS STEEL ROD
 AF6675_STAMPING: A 357 1979
 AF6675_MARK LOGO: NGS   
 AF6675_PROJECTION: PROJECTING 10 CENTIMETERS
 AF6675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF6675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6675+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 AF6675_ROD/PIPE-DEPTH: 9.14 meters
 AF6675
 AF6675  HISTORY     - Date     Condition        Report By
 AF6675  HISTORY     - 1979     MONUMENTED       NGS
 AF6675  HISTORY     - 20010606 POOR             EMCINC
 AF6675  HISTORY     - 20020413 GOOD             MAPTEC
 AF6675
 AF6675                          STATION DESCRIPTION
 AF6675
 AF6675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6675'2.3 MI NE FROM POSEYS CORNER.
 AF6675'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 70 FROM THE POSEYS CORNER
 AF6675'STORE IN POSEYS CORNER, AT A FIELD ENTRANCE ROAD LEADING NORTH, 39
 AF6675'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF THE
 AF6675'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 AF6675'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6675
 AF6675                          STATION RECOVERY (2001)
 AF6675
 AF6675'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF6675'THE MARK WAS RECOVERED IN A MUTILATED CONDITION BUT STILL SOLID IN
 AF6675'PLACE, THE CAP HAS BEEN BENT AND THE CENTER OF THE CAP IS NO
 AF6675'LONGER THE HIGH POINT (DATUM POINT). THE DATUM POINT (HIGH POINT) IS
 AF6675'NOW NEAR THE NUMBER 7 IN THE STAMPED DESIGNATION ON THE CAP.
 AF6675'ALSO A NEW 5 INCH PVC SLEEVE WAS INSTALLED AROUND THE ROD AND
 AF6675'CAP.
 AF6675' 
 AF6675' 
 AF6675' 
 AF6675'
 AF6675
 AF6675                          STATION RECOVERY (2002)
 AF6675
 AF6675'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF6675'RECOVERED AS DESCRIBED EXCEPT THE FIELD ENTRANCE ROAD IS NO LONGER
 AF6675'THERE
 AF6675'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6700 ***********************************************************************
 AF6700  DESIGNATION -  A 358
 AF6700  PID         -  AF6700
 AF6700  STATE/COUNTY-  FL/HIGHLANDS
 AF6700  USGS QUAD   -  BRIGHTON (1972)
 AF6700
 AF6700                         *CURRENT SURVEY CONTROL
 AF6700  ___________________________________________________________________
 AF6700* NAD 83(1986)-  27 14 09.     (N)    081 01 45.     (W)     SCALED    
 AF6700* NAVD 88     -        10.225  (meters)      33.55   (feet)  ADJUSTED  
 AF6700  ___________________________________________________________________
 AF6700  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AF6700  DYNAMIC HT  -          10.209 (meters)      33.49  (feet)  COMP
 AF6700  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 AF6700
 AF6700  VERT ORDER  -  FIRST     CLASS II
 AF6700
 AF6700.The horizontal coordinates were scaled from a topographic map and have
 AF6700.an estimated accuracy of +/- 6 seconds.
 AF6700
 AF6700.The orthometric height was determined by differential leveling
 AF6700.and adjusted by the National Geodetic Survey in June 1991..
 AF6700
 AF6700.The geoid height was determined by GEOID03.
 AF6700
 AF6700.The dynamic height is computed by dividing the NAVD 88
 AF6700.geopotential number by the normal gravity value computed on the
 AF6700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6700.degrees latitude (g = 980.6199 gals.).
 AF6700
 AF6700.The modeled gravity was interpolated from observed gravity values.
 AF6700
 AF6700;                    North         East    Units  Estimated Accuracy
 AF6700;SPC FL E     -   321,530.      197,110.      MT  (+/- 180 meters Scaled)
 AF6700
 AF6700                          SUPERSEDED SURVEY CONTROL
 AF6700
 AF6700  NGVD 29 (09/01/92)   10.590  (m)           34.74   (f) ADJUSTED    1 2
 AF6700
 AF6700.Superseded values are not recommended for survey control.
 AF6700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6700.See file dsdata.txt to determine how the superseded data were derived.
 AF6700
 AF6700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML971125(NAD 83)
 AF6700_MARKER: DB = BENCH MARK DISK
 AF6700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6700_SP_SET: STAINLESS STEEL ROD
 AF6700_STAMPING: A 358 1979
 AF6700_PROJECTION: PROJECTING 5 CENTIMETERS
 AF6700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6700_ROD/PIPE-DEPTH: 8.53 meters
 AF6700
 AF6700  HISTORY     - Date     Condition        Report By
 AF6700  HISTORY     - 1979     MONUMENTED       NGS
 AF6700
 AF6700                          STATION DESCRIPTION
 AF6700
 AF6700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6700'12.4 MI WEST FROM OKEECHOBEE.
 AF6700'12.4 MILES WEST ALONG STATE HIGHWAY 70 FROM THE CITY HALL IN
 AF6700'OKEECHOBEE, 2.9 MILES WEST OF THE KISSIMMEE RIVER, AT A DIRT CROSS
 AF6700'ROAD, 69 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET EAST
 AF6700'OF THE CENTERLINE OF THE DIRT ROAD LEADING SOUTH AND 1 FOOT NORTH OF
 AF6700'A WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6727 ***********************************************************************
 AF6727  DESIGNATION -  A 359
 AF6727  PID         -  AF6727
 AF6727  STATE/COUNTY-  FL/HIGHLANDS
 AF6727  USGS QUAD   -  VENUS NW (1972)
 AF6727
 AF6727                         *CURRENT SURVEY CONTROL
 AF6727  ___________________________________________________________________
 AF6727* NAD 83(1986)-  27 12 32.     (N)    081 26 00.     (W)     SCALED    
 AF6727* NAVD 88     -        27.678  (meters)      90.81   (feet)  ADJUSTED  
 AF6727  ___________________________________________________________________
 AF6727  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AF6727  DYNAMIC HT  -          27.636 (meters)      90.67  (feet)  COMP
 AF6727  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 AF6727
 AF6727  VERT ORDER  -  FIRST     CLASS II
 AF6727
 AF6727.The horizontal coordinates were scaled from a topographic map and have
 AF6727.an estimated accuracy of +/- 6 seconds.
 AF6727
 AF6727.The orthometric height was determined by differential leveling
 AF6727.and adjusted by the National Geodetic Survey in June 1991..
 AF6727
 AF6727.The geoid height was determined by GEOID03.
 AF6727
 AF6727.The dynamic height is computed by dividing the NAVD 88
 AF6727.geopotential number by the normal gravity value computed on the
 AF6727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6727.degrees latitude (g = 980.6199 gals.).
 AF6727
 AF6727.The modeled gravity was interpolated from observed gravity values.
 AF6727
 AF6727;                    North         East    Units  Estimated Accuracy
 AF6727;SPC FL E     -   318,620.      157,070.      MT  (+/- 180 meters Scaled)
 AF6727
 AF6727                          SUPERSEDED SURVEY CONTROL
 AF6727
 AF6727  NGVD 29 (09/01/92)   28.049  (m)           92.02   (f) ADJUSTED    1 2
 AF6727
 AF6727.Superseded values are not recommended for survey control.
 AF6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6727.See file dsdata.txt to determine how the superseded data were derived.
 AF6727
 AF6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML570096(NAD 83)
 AF6727_MARKER: I = METAL ROD
 AF6727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6727_SP_SET: STAINLESS STEEL ROD
 AF6727_STAMPING: A 359 1979
 AF6727_PROJECTION: FLUSH
 AF6727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6727_ROD/PIPE-DEPTH: 6.10 meters
 AF6727
 AF6727  HISTORY     - Date     Condition        Report By
 AF6727  HISTORY     - 1979     MONUMENTED       NGS
 AF6727
 AF6727                          STATION DESCRIPTION
 AF6727
 AF6727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6727'6.6 MI WEST FROM LAKE PLACID.
 AF6727'6.6 MILES WEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF U. S.
 AF6727'HIGHWAY 27 IN SOUTH LAKE PLACID, AT A FIELD ENTRANCE ROAD LEADING
 AF6727'SOUTH, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET EAST
 AF6727'OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A FENCE CORNER.
 AF6727'THE MARK IS 1 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0472 ***********************************************************************
 AC0472  DESIGNATION -  A 36
 AC0472  PID         -  AC0472
 AC0472  STATE/COUNTY-  FL/MIAMI-DADE
 AC0472  USGS QUAD   -  HIALEAH SW (1988)
 AC0472
 AC0472                         *CURRENT SURVEY CONTROL
 AC0472  ___________________________________________________________________
 AC0472* NAD 83(1986)-  25 45 39.     (N)    080 23 34.     (W)     SCALED    
 AC0472* NAVD 88     -         1.881  (meters)       6.17   (feet)  ADJUSTED  
 AC0472  ___________________________________________________________________
 AC0472  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AC0472  DYNAMIC HT  -           1.878 (meters)       6.16  (feet)  COMP
 AC0472  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 AC0472
 AC0472  VERT ORDER  -  FIRST     CLASS II
 AC0472
 AC0472.The horizontal coordinates were scaled from a topographic map and have
 AC0472.an estimated accuracy of +/- 6 seconds.
 AC0472
 AC0472.The orthometric height was determined by differential leveling
 AC0472.and adjusted by the National Geodetic Survey in June 1991..
 AC0472
 AC0472.The geoid height was determined by GEOID03.
 AC0472
 AC0472.The dynamic height is computed by dividing the NAVD 88
 AC0472.geopotential number by the normal gravity value computed on the
 AC0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0472.degrees latitude (g = 980.6199 gals.).
 AC0472
 AC0472.The modeled gravity was interpolated from observed gravity values.
 AC0472
 AC0472;                    North         East    Units  Estimated Accuracy
 AC0472;SPC FL E     -   158,260.      260,910.      MT  (+/- 180 meters Scaled)
 AC0472
 AC0472                          SUPERSEDED SURVEY CONTROL
 AC0472
 AC0472  NGVD 29 (??/??/92)    2.358  (m)            7.74   (f) ADJ UNCH    1 2
 AC0472
 AC0472.Superseded values are not recommended for survey control.
 AC0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0472.See file dsdata.txt to determine how the superseded data were derived.
 AC0472
 AC0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ608493(NAD 83)
 AC0472_MARKER: DB = BENCH MARK DISK
 AC0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0472+STABILITY: SURFACE MOTION
 AC0472
 AC0472  HISTORY     - Date     Condition        Report By
 AC0472  HISTORY     - UNK      MONUMENTED       CGS
 AC0472  HISTORY     - 1933     GOOD             NGS
 AC0472  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AC0472  HISTORY     - 19910302 MARK NOT FOUND   USPSQD
 AC0472
 AC0472                          STATION DESCRIPTION
 AC0472
 AC0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AC0472'7.3 MI W FROM CORAL GABLES.
 AC0472'7.33 MILES WEST OF GRANADA ENTRANCE TO CORAL G.  LOCATED 19.5
 AC0472'FT. SOUTH OF CENTERLINE OF TAMIAMI TRAIL (U.S. HIHGWAY 94), 66
 AC0472'FT. WEST OF CENTERLINE OF WOODEN BRIDGE, 95 FT. WEST OF
 AC0472'FILLNG STATION OWNED BY MR GAUTHIER.
 AC0472
 AC0472                          STATION RECOVERY (1986)
 AC0472
 AC0472'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC0472'MARK NOT FOUND.
 AC0472
 AC0472                          STATION RECOVERY (1991)
 AC0472
 AC0472'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6755 ***********************************************************************
 AF6755  DESIGNATION -  A 360
 AF6755  PID         -  AF6755
 AF6755  STATE/COUNTY-  FL/DE SOTO
 AF6755  USGS QUAD   -  ARCADIA (1988)
 AF6755
 AF6755                         *CURRENT SURVEY CONTROL
 AF6755  ___________________________________________________________________
 AF6755* NAD 83(1986)-  27 11 07.     (N)    081 52 12.     (W)     SCALED    
 AF6755* NAVD 88     -        14.166  (meters)      46.48   (feet)  ADJUSTED  
 AF6755  ___________________________________________________________________
 AF6755  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AF6755  DYNAMIC HT  -          14.144 (meters)      46.40  (feet)  COMP
 AF6755  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 AF6755  OBS GRAVITY -     979,124.3   (mgal)                       GRAV_OBS
 AF6755
 AF6755  VERT ORDER  -  FIRST     CLASS II
 AF6755
 AF6755.The horizontal coordinates were scaled from a topographic map and have
 AF6755.an estimated accuracy of +/- 6 seconds.
 AF6755
 AF6755.The orthometric height was determined by differential leveling
 AF6755.and adjusted by the National Geodetic Survey in June 1991..
 AF6755
 AF6755.The geoid height was determined by GEOID03.
 AF6755
 AF6755.The dynamic height is computed by dividing the NAVD 88
 AF6755.geopotential number by the normal gravity value computed on the
 AF6755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6755.degrees latitude (g = 980.6199 gals.).
 AF6755
 AF6755.The modeled gravity was interpolated from observed gravity values.
 AF6755.The observed gravity was obtained from relative gravimeter ties
 AF6755.to the IGSN71 gravity network.
 AF6755
 AF6755;                    North         East    Units  Estimated Accuracy
 AF6755;SPC FL W     -   315,940.      212,880.      MT  (+/- 180 meters Scaled)
 AF6755
 AF6755                          SUPERSEDED SURVEY CONTROL
 AF6755
 AF6755  NGVD 29 (09/01/92)   14.509  (m)           47.60   (f) ADJUSTED    1 2
 AF6755
 AF6755.Superseded values are not recommended for survey control.
 AF6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6755.See file dsdata.txt to determine how the superseded data were derived.
 AF6755
 AF6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML138072(NAD 83)
 AF6755_MARKER: I = METAL ROD
 AF6755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6755_SP_SET: STAINLESS STEEL ROD
 AF6755_STAMPING: A 360 1979
 AF6755_PROJECTION: FLUSH
 AF6755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6755+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001
 AF6755_ROD/PIPE-DEPTH: 5.49 meters
 AF6755
 AF6755  HISTORY     - Date     Condition        Report By
 AF6755  HISTORY     - 1979     MONUMENTED       NGS
 AF6755  HISTORY     - 19961212 GOOD             USPSQD
 AF6755  HISTORY     - 20010727 GOOD             USPSQD
 AF6755  HISTORY     - 20011113 GOOD             JCLS
 AF6755
 AF6755                          STATION DESCRIPTION
 AF6755
 AF6755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6755'2.1 MI SW FROM ARCADIA.
 AF6755'2.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 17 FROM THE COURTHOUSE IN
 AF6755'ARCADIA, AT THE JUNCTION OF MOCKINGBIRD LANE LEADING EAST, 35 FEET
 AF6755'EAST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET SOUTH OF THE CENTERLINE
 AF6755'OF THE ROAD AND 1 FOOT WEST OF A FENCE CORNER.
 AF6755'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AF6755
 AF6755                          STATION RECOVERY (1996)
 AF6755
 AF6755'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6755'RECOVERED IN GOOD CONDITION.
 AF6755
 AF6755                          STATION RECOVERY (2001)
 AF6755
 AF6755'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF6755'RECOVERED IN GOOD CONDITION.
 AF6755
 AF6755                          STATION RECOVERY (2001)
 AF6755
 AF6755'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AF6755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1488 ***********************************************************************
 BC1488  DESIGNATION -  A 368
 BC1488  PID         -  BC1488
 BC1488  STATE/COUNTY-  FL/DUVAL
 BC1488  USGS QUAD   -  BALDWIN (1992)
 BC1488
 BC1488                         *CURRENT SURVEY CONTROL
 BC1488  ___________________________________________________________________
 BC1488* NAD 83(1986)-  30 18 19.     (N)    081 55 53.     (W)     SCALED    
 BC1488* NAVD 88     -        25.429  (meters)      83.43   (feet)  ADJUSTED  
 BC1488  ___________________________________________________________________
 BC1488  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BC1488  DYNAMIC HT  -          25.396 (meters)      83.32  (feet)  COMP
 BC1488  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BC1488
 BC1488  VERT ORDER  -  FIRST     CLASS II
 BC1488
 BC1488.The horizontal coordinates were scaled from a topographic map and have
 BC1488.an estimated accuracy of +/- 6 seconds.
 BC1488
 BC1488.The orthometric height was determined by differential leveling
 BC1488.and adjusted by the National Geodetic Survey in June 1991..
 BC1488
 BC1488.The geoid height was determined by GEOID03.
 BC1488
 BC1488.The dynamic height is computed by dividing the NAVD 88
 BC1488.geopotential number by the normal gravity value computed on the
 BC1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1488.degrees latitude (g = 980.6199 gals.).
 BC1488
 BC1488.The modeled gravity was interpolated from observed gravity values.
 BC1488
 BC1488;                    North         East    Units  Estimated Accuracy
 BC1488;SPC FL E     -   662,080.      110,410.      MT  (+/- 180 meters Scaled)
 BC1488
 BC1488                          SUPERSEDED SURVEY CONTROL
 BC1488
 BC1488.No superseded survey control is available for this station.
 BC1488
 BC1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP104529(NAD 83)
 BC1488_MARKER: DB = BENCH MARK DISK
 BC1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC1488_SP_SET: STAINLESS STEEL ROD
 BC1488_STAMPING: A 368 1979
 BC1488_PROJECTION: RECESSED 10 CENTIMETERS
 BC1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1488_ROD/PIPE-DEPTH: 4.88 meters
 BC1488
 BC1488  HISTORY     - Date     Condition        Report By
 BC1488  HISTORY     - 1979     MONUMENTED       NGS
 BC1488
 BC1488                          STATION DESCRIPTION
 BC1488
 BC1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BC1488'2.65 MI EAST FROM BALDWIN.
 BC1488'2.65 MILES ALONG U. S. HIGHWAY 90 FROM THE CITY HALL IN BALDWIN TO THE
 BC1488'MARK ON THE RIGHT, SET AT THE NORTHEAST CORNER OF A PRIVATE ROAD
 BC1488'CROSSING THE RAILROAD TRACKS LEADING SOUTH TO A DAIRY FARM, 2 FEET
 BC1488'WEST OF TELEPHONE POLE NUMBER 672 WITH A GUYWIRE, 29.5 FEET SOUTH OF
 BC1488'THE CENTERLINE OF THE HIGHWAY, 43 FEET EAST OF THE CENTER OF THE ROAD,
 BC1488'87 FEET NORTH OF THE NORTH RAIL.
 BC1488'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BC1488'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2304 ***********************************************************************
 BD2304  DESIGNATION -  A 369
 BD2304  PID         -  BD2304
 BD2304  STATE/COUNTY-  FL/SUWANNEE
 BD2304  USGS QUAD   -  MAYO NE (1993)
 BD2304
 BD2304                         *CURRENT SURVEY CONTROL
 BD2304  ___________________________________________________________________
 BD2304* NAD 83(1986)-  30 14 48.     (N)    083 06 09.     (W)     SCALED    
 BD2304* NAVD 88     -        28.165  (meters)      92.40   (feet)  ADJUSTED  
 BD2304  ___________________________________________________________________
 BD2304  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BD2304  DYNAMIC HT  -          28.128 (meters)      92.28  (feet)  COMP
 BD2304  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BD2304
 BD2304  VERT ORDER  -  FIRST     CLASS II
 BD2304
 BD2304.The horizontal coordinates were scaled from a topographic map and have
 BD2304.an estimated accuracy of +/- 6 seconds.
 BD2304
 BD2304.The orthometric height was determined by differential leveling
 BD2304.and adjusted by the National Geodetic Survey in June 1991..
 BD2304
 BD2304.The geoid height was determined by GEOID03.
 BD2304
 BD2304.The dynamic height is computed by dividing the NAVD 88
 BD2304.geopotential number by the normal gravity value computed on the
 BD2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2304.degrees latitude (g = 980.6199 gals.).
 BD2304
 BD2304.The modeled gravity was interpolated from observed gravity values.
 BD2304
 BD2304;                    North         East    Units  Estimated Accuracy
 BD2304;SPC FL N     -   139,010.      734,500.      MT  (+/- 180 meters Scaled)
 BD2304
 BD2304                          SUPERSEDED SURVEY CONTROL
 BD2304
 BD2304.No superseded survey control is available for this station.
 BD2304
 BD2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP977479(NAD 83)
 BD2304_MARKER: DB = BENCH MARK DISK
 BD2304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BD2304_SP_SET: STAINLESS STEEL ROD
 BD2304_STAMPING: A 369 1978
 BD2304_PROJECTION: RECESSED 10 CENTIMETERS
 BD2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2304_ROD/PIPE-DEPTH: 4.88 meters
 BD2304
 BD2304  HISTORY     - Date     Condition        Report By
 BD2304  HISTORY     - 1978     MONUMENTED       NGS
 BD2304
 BD2304                          STATION DESCRIPTION
 BD2304
 BD2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BD2304'8.2 MI SW FROM LIVE OAK.
 BD2304'4.85 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF 51 AND
 BD2304'STATE HIGHWAY 129 IN LIVE OAK, THENCE 3.35 MILES WEST ALONG COUNTY
 BD2304'ROAD 250 TO THE MARK ON THE RIGHT, 54 FEET NORTH OF THE CENTERLINE
 BD2304'OF THE ROAD, 7 FEET NORTHEAST OF A TELEPHONE CABLE JUNCTION BOX, 1
 BD2304'FOOT OF A WIRE FENCE.
 BD2304'THE MARK IS 4 FT  E FROM A WITNESS POST.
 BD2304'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2266 ***********************************************************************
 BD2266  DESIGNATION -  A 370
 BD2266  PID         -  BD2266
 BD2266  STATE/COUNTY-  FL/BAKER
 BD2266  USGS QUAD   -  MACCLENNY WEST (1993)
 BD2266
 BD2266                         *CURRENT SURVEY CONTROL
 BD2266  ___________________________________________________________________
 BD2266* NAD 83(1986)-  30 16 49.     (N)    082 08 17.     (W)     SCALED    
 BD2266* NAVD 88     -        38.001  (meters)     124.67   (feet)  ADJUSTED  
 BD2266  ___________________________________________________________________
 BD2266  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BD2266  DYNAMIC HT  -          37.952 (meters)     124.51  (feet)  COMP
 BD2266  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 BD2266
 BD2266  VERT ORDER  -  FIRST     CLASS II
 BD2266
 BD2266.The horizontal coordinates were scaled from a topographic map and have
 BD2266.an estimated accuracy of +/- 6 seconds.
 BD2266
 BD2266.The orthometric height was determined by differential leveling
 BD2266.and adjusted by the National Geodetic Survey in June 1991..
 BD2266
 BD2266.The geoid height was determined by GEOID03.
 BD2266
 BD2266.The dynamic height is computed by dividing the NAVD 88
 BD2266.geopotential number by the normal gravity value computed on the
 BD2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2266.degrees latitude (g = 980.6199 gals.).
 BD2266
 BD2266.The modeled gravity was interpolated from observed gravity values.
 BD2266
 BD2266;                    North         East    Units  Estimated Accuracy
 BD2266;SPC FL N     -   144,270.      827,230.      MT  (+/- 180 meters Scaled)
 BD2266
 BD2266                          SUPERSEDED SURVEY CONTROL
 BD2266
 BD2266.No superseded survey control is available for this station.
 BD2266
 BD2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP905503(NAD 83)
 BD2266_MARKER: DB = BENCH MARK DISK
 BD2266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BD2266_SP_SET: STAINLESS STEEL ROD
 BD2266_STAMPING: A 370 1979
 BD2266_PROJECTION: RECESSED 10 CENTIMETERS
 BD2266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2266_ROD/PIPE-DEPTH: 4.88 meters
 BD2266
 BD2266  HISTORY     - Date     Condition        Report By
 BD2266  HISTORY     - 1979     MONUMENTED       NGS
 BD2266  HISTORY     - 20020824 MARK NOT FOUND   FLDEP
 BD2266  HISTORY     - 20040106 MARK NOT FOUND   FLDEP
 BD2266
 BD2266                          STATION DESCRIPTION
 BD2266
 BD2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BD2266'1.2 MI WEST FROM MACCLENNY.
 BD2266'1.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE BAKER COUNTY COURTHOUSE
 BD2266'IN MACCLENNY TO THE MARK ON THE RIGHT, 5 FEET NORTHEAST OF POWER
 BD2266'POLE NUMBER 2 8984 1566 05, 2 FEET NORTHWEST OF TELEPHONE JUNCTION
 BD2266'BOX, 36 FEET NORTH OF CENTERLINE OF HIGHWAY, 88 FEET SOUTHWEST OF
 BD2266'THE SOUTHWEST CORNER OF THE COUNTY AGRICULTURAL SERVICE CENTER
 BD2266'BUILDING.
 BD2266'THE MARK IS 5 FT  NE FROM A WITNESS POST.
 BD2266'THE MARK IS 1 FT ABOVE HIGHWAY.
 BD2266
 BD2266                          STATION RECOVERY (2002)
 BD2266
 BD2266'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BD2266'MARK NOT FOUND.
 BD2266
 BD2266                          STATION RECOVERY (2004)
 BD2266
 BD2266'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 BD2266'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
 BD2266' 
 BD2266'NOTE LOCATED PULLS DONT COINCIDE, FOUND SQUARE POWER POLE AND JUNCTION
 BD2266'BOX BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2260 ***********************************************************************
 BD2260  DESIGNATION -  A 371
 BD2260  PID         -  BD2260
 BD2260  STATE/COUNTY-  FL/DUVAL
 BD2260  USGS QUAD   -  MAXVILLE (1984)
 BD2260
 BD2260                         *CURRENT SURVEY CONTROL
 BD2260  ___________________________________________________________________
 BD2260* NAD 83(1986)-  30 13 59.     (N)    082 00 09.     (W)     SCALED    
 BD2260* NAVD 88     -        27.626  (meters)      90.64   (feet)  ADJUSTED  
 BD2260  ___________________________________________________________________
 BD2260  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BD2260  DYNAMIC HT  -          27.590 (meters)      90.52  (feet)  COMP
 BD2260  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BD2260  OBS GRAVITY -     979,340.3   (mgal)                       GRAV_OBS
 BD2260
 BD2260  VERT ORDER  -  FIRST     CLASS II
 BD2260
 BD2260.The horizontal coordinates were scaled from a topographic map and have
 BD2260.an estimated accuracy of +/- 6 seconds.
 BD2260
 BD2260.The orthometric height was determined by differential leveling
 BD2260.and adjusted by the National Geodetic Survey in June 1991..
 BD2260
 BD2260.The geoid height was determined by GEOID03.
 BD2260
 BD2260.The dynamic height is computed by dividing the NAVD 88
 BD2260.geopotential number by the normal gravity value computed on the
 BD2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2260.degrees latitude (g = 980.6199 gals.).
 BD2260
 BD2260.The modeled gravity was interpolated from observed gravity values.
 BD2260.The observed gravity was obtained from relative gravimeter ties
 BD2260.to the IGSN71 gravity network.
 BD2260
 BD2260;                    North         East    Units  Estimated Accuracy
 BD2260;SPC FL E     -   654,130.      103,500.      MT  (+/- 180 meters Scaled)
 BD2260
 BD2260                          SUPERSEDED SURVEY CONTROL
 BD2260
 BD2260  NGVD 29 (09/01/92)   27.917  (m)           91.59   (f) ADJUSTED    1 2
 BD2260
 BD2260.Superseded values are not recommended for survey control.
 BD2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2260.See file dsdata.txt to determine how the superseded data were derived.
 BD2260
 BD2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP035450(NAD 83)
 BD2260_MARKER: DB = BENCH MARK DISK
 BD2260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BD2260_SP_SET: CULVERT
 BD2260_STAMPING: A 371 1979
 BD2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2260+STABILITY: SURFACE MOTION
 BD2260
 BD2260  HISTORY     - Date     Condition        Report By
 BD2260  HISTORY     - 1979     MONUMENTED       NGS
 BD2260  HISTORY     - 20020826 MARK NOT FOUND   FLDEP
 BD2260
 BD2260                          STATION DESCRIPTION
 BD2260
 BD2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BD2260'2.25 MI NE FROM MAXVILLE.
 BD2260'2.25 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE JUNCTION OF 301
 BD2260'AND STATE HIGHWAY 228 IN MAXVILLE TO THE MARK ON THE LEFT, SET IN TOP
 BD2260'CENTER OF THE WEST CULVERT UNDER HIGHWAY, 34 FEET WEST OF CENTERLINE
 BD2260'OF THE SOUTHBOUND LANES OF HIGHWAY, 4 FEET SOUTH OF THE NORTH END OF
 BD2260'CULVERT.
 BD2260'THE MARK IS 2 FT BELOW HIGHWAY.
 BD2260
 BD2260                          STATION RECOVERY (2002)
 BD2260
 BD2260'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BD2260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3435 ***********************************************************************
 BG3435  DESIGNATION -  A 380
 BG3435  PID         -  BG3435
 BG3435  STATE/COUNTY-  FL/ESCAMBIA
 BG3435  USGS QUAD   -  PACE (1994)
 BG3435
 BG3435                         *CURRENT SURVEY CONTROL
 BG3435  ___________________________________________________________________
 BG3435* NAD 83(1986)-  30 30 23.     (N)    087 09 44.     (W)     SCALED    
 BG3435* NAVD 88     -        14.781  (meters)      48.49   (feet)  ADJUSTED  
 BG3435  ___________________________________________________________________
 BG3435  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG3435  DYNAMIC HT  -          14.762 (meters)      48.43  (feet)  COMP
 BG3435  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 BG3435
 BG3435  VERT ORDER  -  FIRST     CLASS II
 BG3435
 BG3435.The horizontal coordinates were scaled from a topographic map and have
 BG3435.an estimated accuracy of +/- 6 seconds.
 BG3435
 BG3435.The orthometric height was determined by differential leveling
 BG3435.and adjusted by the National Geodetic Survey in June 1991..
 BG3435
 BG3435.The geoid height was determined by GEOID03.
 BG3435
 BG3435.The dynamic height is computed by dividing the NAVD 88
 BG3435.geopotential number by the normal gravity value computed on the
 BG3435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3435.degrees latitude (g = 980.6199 gals.).
 BG3435
 BG3435.The modeled gravity was interpolated from observed gravity values.
 BG3435
 BG3435;                    North         East    Units  Estimated Accuracy
 BG3435;SPC FL N     -   169,960.      344,480.      MT  (+/- 180 meters Scaled)
 BG3435
 BG3435                          SUPERSEDED SURVEY CONTROL
 BG3435
 BG3435  NGVD 29 (??/??/??)   14.727  (m)           48.32   (f) ADJUSTED    1 2
 BG3435
 BG3435.Superseded values are not recommended for survey control.
 BG3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3435.See file dsdata.txt to determine how the superseded data were derived.
 BG3435
 BG3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU844749(NAD 83)
 BG3435_MARKER: DB = BENCH MARK DISK
 BG3435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BG3435_SP_SET: ABUTMENT
 BG3435_STAMPING: A 380 1980
 BG3435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BG3435+STABILITY: POSITION/ELEVATION WELL
 BG3435
 BG3435  HISTORY     - Date     Condition        Report By
 BG3435  HISTORY     - 1980     MONUMENTED       NGS
 BG3435
 BG3435                          STATION DESCRIPTION
 BG3435
 BG3435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BG3435'10.9 KM NE FROM PENSACOLA.
 BG3435'10.9 KILOMETERS (6.8 MILES) NORTHEAST ALONG U.S. HIGHWAY 90
 BG3435'FROM THE EAST END OF THE HIGHWAY BRIDGE OVER BAYOU TEXAR IN
 BG3435'PENSACOLA, AT THE BASE OF THE SOUTH END OF THE HIGHWAY 90
 BG3435'BRIDGE OVER INTERSTATE 10, SET VERTICALLY IN THE WEST FACE OF
 BG3435'THE MOST EASTERLY PIER OF THE EASTBOUND LANE OF INTERSTATE 10.
 BG3435'25 METERS (82 FEET) WEST OF THE SOUTHWEST CORNER OF THE
 BG3435'CONCRETE GUARDRAIL OF THE INTERSTATE 10 BRIDGE OVER ESCAMBIA
 BG3435'BAY, 7.6 METERS (25 FEET) SOUTH OF THE CENTER OF THE EASTBOUND
 BG3435'LANE OF INTERSTATE 10, 1.06 METERS (3.5 FEET) SOUTH OF A METAL
 BG3435'GUARDRAIL.  NOTE---THIS MARK HAS BEEN DESIGNATED AS A CLASS A
 BG3435'BENCH MARK AS THE BRIDGE HAS END BEARING PILINGS.  INFORMATION
 BG3435'WAS OBTAINED FROM MR. DWANE CHASE, FLORIDA STATE HIGHWAY
 BG3435'DEPARTMENT.
 BG3435'THE MARK IS 0.9 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1833 ***********************************************************************
 AG1833  DESIGNATION -  A 39
 AG1833  PID         -  AG1833
 AG1833  STATE/COUNTY-  FL/SARASOTA
 AG1833  USGS QUAD   -  LAUREL (1987)
 AG1833
 AG1833                         *CURRENT SURVEY CONTROL
 AG1833  ___________________________________________________________________
 AG1833* NAD 83(1986)-  27 13 09.     (N)    082 28 05.     (W)     SCALED    
 AG1833* NAVD 88     -         4.971  (meters)      16.31   (feet)  ADJUSTED  
 AG1833  ___________________________________________________________________
 AG1833  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AG1833  DYNAMIC HT  -           4.963 (meters)      16.28  (feet)  COMP
 AG1833  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 AG1833
 AG1833  VERT ORDER  -  FIRST     CLASS II
 AG1833
 AG1833.The horizontal coordinates were scaled from a topographic map and have
 AG1833.an estimated accuracy of +/- 6 seconds.
 AG1833
 AG1833.The orthometric height was determined by differential leveling
 AG1833.and adjusted by the National Geodetic Survey in June 1991..
 AG1833
 AG1833.The geoid height was determined by GEOID03.
 AG1833
 AG1833.The dynamic height is computed by dividing the NAVD 88
 AG1833.geopotential number by the normal gravity value computed on the
 AG1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1833.degrees latitude (g = 980.6199 gals.).
 AG1833
 AG1833.The modeled gravity was interpolated from observed gravity values.
 AG1833
 AG1833;                    North         East    Units  Estimated Accuracy
 AG1833;SPC FL W     -   319,770.      153,640.      MT  (+/- 180 meters Scaled)
 AG1833
 AG1833                          SUPERSEDED SURVEY CONTROL
 AG1833
 AG1833  NGVD 29 (??/??/92)    5.31   (m)           17.4    (f) COMPUTED    1 2
 AG1833
 AG1833.Superseded values are not recommended for survey control.
 AG1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1833.See file dsdata.txt to determine how the superseded data were derived.
 AG1833
 AG1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL546115(NAD 83)
 AG1833_MARKER: DB = BENCH MARK DISK
 AG1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1833_STAMPING: 17.425 A 39 1933
 AG1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1833+STABILITY: SURFACE MOTION
 AG1833
 AG1833  HISTORY     - Date     Condition        Report By
 AG1833  HISTORY     - 1933     MONUMENTED       CGS
 AG1833  HISTORY     - 1942     GOOD             NGS
 AG1833  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG1833  HISTORY     - 1977     GOOD             LOCSUR
 AG1833
 AG1833                          STATION DESCRIPTION
 AG1833
 AG1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AG1833'5.7 MI N FROM LAUREL.
 AG1833'5.7 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AG1833'ROAD CROSSING AT LAUREL, 0.8 MILE NORTH OF THE OSPREY CROSSING,
 AG1833'0.3 MILE SOUTH OF MILEPOST 894, AND 37.5 FEET EAST OF THE EAST
 AG1833'RAIL.  A STANDARD DISK, STAMPED 17.425 A 39 1933 AND SET IN THE
 AG1833'TOP OF A CONCRETE POST.
 AG1833
 AG1833                          STATION RECOVERY (1966)
 AG1833
 AG1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AG1833'MARK NOT FOUND.
 AG1833
 AG1833                          STATION RECOVERY (1977)
 AG1833
 AG1833'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1848 ***********************************************************************
 BE1848  DESIGNATION -  A 391
 BE1848  PID         -  BE1848
 BE1848  STATE/COUNTY-  FL/GADSDEN
 BE1848  USGS QUAD   -  MT PLEASANT (1994)
 BE1848
 BE1848                         *CURRENT SURVEY CONTROL
 BE1848  ___________________________________________________________________
 BE1848* NAD 83(1986)-  30 39 28.     (N)    084 41 40.     (W)     SCALED    
 BE1848* NAVD 88     -        89.798  (meters)     294.61   (feet)  ADJUSTED  
 BE1848  ___________________________________________________________________
 BE1848  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BE1848  DYNAMIC HT  -          89.682 (meters)     294.23  (feet)  COMP
 BE1848  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 BE1848  OBS GRAVITY -     979,344.7   (mgal)                       GRAV_OBS
 BE1848
 BE1848  VERT ORDER  -  FIRST     CLASS II
 BE1848
 BE1848.The horizontal coordinates were scaled from a topographic map and have
 BE1848.an estimated accuracy of +/- 6 seconds.
 BE1848
 BE1848.The orthometric height was determined by differential leveling
 BE1848.and adjusted by the National Geodetic Survey in June 1991..
 BE1848
 BE1848.The geoid height was determined by GEOID03.
 BE1848
 BE1848.The dynamic height is computed by dividing the NAVD 88
 BE1848.geopotential number by the normal gravity value computed on the
 BE1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1848.degrees latitude (g = 980.6199 gals.).
 BE1848
 BE1848.The modeled gravity was interpolated from observed gravity values.
 BE1848.The observed gravity was obtained from relative gravimeter ties
 BE1848.to the IGSN71 gravity network.
 BE1848
 BE1848;                    North         East    Units  Estimated Accuracy
 BE1848;SPC FL N     -   183,780.      581,360.      MT  (+/- 180 meters Scaled)
 BE1848
 BE1848                          SUPERSEDED SURVEY CONTROL
 BE1848
 BE1848.No superseded survey control is available for this station.
 BE1848
 BE1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU209939(NAD 83)
 BE1848_MARKER: I = METAL ROD
 BE1848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BE1848_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BE1848_STAMPING: A 391 1981
 BE1848_MARK LOGO: NGS   
 BE1848_PROJECTION: FLUSH
 BE1848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BE1848+STABILITY: POSITION/ELEVATION WELL
 BE1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1848+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 BE1848_ROD/PIPE-DEPTH: 34.2 meters
 BE1848_SLEEVE-DEPTH  : 6.0 meters
 BE1848
 BE1848  HISTORY     - Date     Condition        Report By
 BE1848  HISTORY     - 1981     MONUMENTED       NGS
 BE1848  HISTORY     - 19990916 GOOD             USPSQD
 BE1848  HISTORY     - 20030225 GOOD             JCLS
 BE1848
 BE1848                          STATION DESCRIPTION
 BE1848
 BE1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1848'IN MT PLEASANT.
 BE1848'IN MT PLEASANT, AT THE SOUTHEAST CORNER OF THE GLEN JULIA UNITED
 BE1848'METHODIST CHURCH AND IN LINE WITH THE EAST FACE OF THE CHURCH,
 BE1848'34.14 METERS (112 FEET) NORTH OF THE CENTER OF A DIRT ROAD, 19.54
 BE1848'METERS (64.1 FEET) EAST OF THE CENTER OF THE FRONT DOORS OF THE
 BE1848'CHURCH, 3.6 METERS (11.5 FEET) WEST OF A 24-INCH PALM TREE, 3.5
 BE1848'METERS (10 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH.
 BE1848'THE MARK IS ABOVE LEVEL WITH DIRT ROAD.
 BE1848
 BE1848                          STATION RECOVERY (1999)
 BE1848
 BE1848'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1848'RECOVERED IN GOOD CONDITION.
 BE1848
 BE1848                          STATION RECOVERY (2003)
 BE1848
 BE1848'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 BE1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1852 ***********************************************************************
 BE1852  DESIGNATION -  A 392
 BE1852  PID         -  BE1852
 BE1852  STATE/COUNTY-  FL/GADSDEN
 BE1852  USGS QUAD   -  MT PLEASANT (1994)
 BE1852
 BE1852                         *CURRENT SURVEY CONTROL
 BE1852  ___________________________________________________________________
 BE1852* NAD 83(1986)-  30 41 35.     (N)    084 44 44.     (W)     SCALED    
 BE1852* NAVD 88     -        87.240  (meters)     286.22   (feet)  ADJUSTED  
 BE1852  ___________________________________________________________________
 BE1852  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BE1852  DYNAMIC HT  -          87.127 (meters)     285.85  (feet)  COMP
 BE1852  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BE1852
 BE1852  VERT ORDER  -  FIRST     CLASS II
 BE1852
 BE1852.The horizontal coordinates were scaled from a topographic map and have
 BE1852.an estimated accuracy of +/- 6 seconds.
 BE1852
 BE1852.The orthometric height was determined by differential leveling
 BE1852.and adjusted by the National Geodetic Survey in June 1991..
 BE1852
 BE1852.The geoid height was determined by GEOID03.
 BE1852
 BE1852.The dynamic height is computed by dividing the NAVD 88
 BE1852.geopotential number by the normal gravity value computed on the
 BE1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1852.degrees latitude (g = 980.6199 gals.).
 BE1852
 BE1852.The modeled gravity was interpolated from observed gravity values.
 BE1852
 BE1852;                    North         East    Units  Estimated Accuracy
 BE1852;SPC FL N     -   187,700.      576,470.      MT  (+/- 180 meters Scaled)
 BE1852
 BE1852                          SUPERSEDED SURVEY CONTROL
 BE1852
 BE1852.No superseded survey control is available for this station.
 BE1852
 BE1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU159977(NAD 83)
 BE1852_MARKER: I = METAL ROD
 BE1852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BE1852_SP_SET: STAINLESS STEEL ROD
 BE1852_STAMPING: A 392 1981
 BE1852_MARK LOGO: NGS   
 BE1852_PROJECTION: FLUSH
 BE1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1852_ROD/PIPE-DEPTH: 24.4 meters
 BE1852
 BE1852  HISTORY     - Date     Condition        Report By
 BE1852  HISTORY     - 1981     MONUMENTED       NGS
 BE1852  HISTORY     - 19991002 GOOD             USPSQD
 BE1852
 BE1852                          STATION DESCRIPTION
 BE1852
 BE1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1852'6.4 KM (4.0 MI) NW FROM MT PLEASANT.
 BE1852'6.4 KILOMETERS (4.0 MILES) WEST ALONG U.S. HIGHWAY 90 FROM THE
 BE1852'JUNCTION OF COUNTY ROAD 379 IN MT PLEASANT, TO THE MARK ON THE
 BE1852'RIGHT, SET AT THE SOUTHEAST CORNER OF A RED BRICK HOUSE, 68.88
 BE1852'METERS (226 FEET) NORTH OF THE CENTER LINE OF THE HIGHWAY, 9.6
 BE1852'METERS (29.7 FEET) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 BE1852'FRONT PORCH OF THE HOUSE, 0.7 METER (2.3 FEET) SOUTH OF THE
 BE1852'SOUTHEAST CORNER AND IN LINE WITH THE EAST FACE OF THE HOUSE.
 BE1852'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BE1852
 BE1852                          STATION RECOVERY (1999)
 BE1852
 BE1852'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1878 ***********************************************************************
 BE1878  DESIGNATION -  A 393
 BE1878  PID         -  BE1878
 BE1878  STATE/COUNTY-  FL/JACKSON
 BE1878  USGS QUAD   -  CYPRESS (1994)
 BE1878
 BE1878                         *CURRENT SURVEY CONTROL
 BE1878  ___________________________________________________________________
 BE1878* NAD 83(1986)-  30 44 10.     (N)    085 06 18.     (W)     SCALED    
 BE1878* NAVD 88     -        36.725  (meters)     120.49   (feet)  ADJUSTED  
 BE1878  ___________________________________________________________________
 BE1878  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BE1878  DYNAMIC HT  -          36.676 (meters)     120.33  (feet)  COMP
 BE1878  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 BE1878
 BE1878  VERT ORDER  -  FIRST     CLASS II
 BE1878
 BE1878.The horizontal coordinates were scaled from a topographic map and have
 BE1878.an estimated accuracy of +/- 6 seconds.
 BE1878
 BE1878.The orthometric height was determined by differential leveling
 BE1878.and adjusted by the National Geodetic Survey in June 1991..
 BE1878
 BE1878.The geoid height was determined by GEOID03.
 BE1878
 BE1878.The dynamic height is computed by dividing the NAVD 88
 BE1878.geopotential number by the normal gravity value computed on the
 BE1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1878.degrees latitude (g = 980.6199 gals.).
 BE1878
 BE1878.The modeled gravity was interpolated from observed gravity values.
 BE1878
 BE1878;                    North         East    Units  Estimated Accuracy
 BE1878;SPC FL N     -   192,600.      542,060.      MT  (+/- 180 meters Scaled)
 BE1878
 BE1878                          SUPERSEDED SURVEY CONTROL
 BE1878
 BE1878.No superseded survey control is available for this station.
 BE1878
 BE1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV814018(NAD 83)
 BE1878_MARKER: I = METAL ROD
 BE1878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BE1878_SP_SET: STAINLESS STEEL ROD
 BE1878_STAMPING: A 393 1981
 BE1878_MARK LOGO: NGS   
 BE1878_PROJECTION: FLUSH
 BE1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1878_ROD/PIPE-DEPTH: 10.0 meters
 BE1878
 BE1878  HISTORY     - Date     Condition        Report By
 BE1878  HISTORY     - 1981     MONUMENTED       NGS
 BE1878  HISTORY     - 1989     GOOD             USPSQD
 BE1878  HISTORY     - 20010331 GOOD             NGS
 BE1878
 BE1878                          STATION DESCRIPTION
 BE1878
 BE1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1878'2.9 KM (1.8 MI) WEST FROM CYPRESS.
 BE1878'2.9 KILOMETERS (1.8 MILES) WEST ALONG U.S. HIGHWAY 90 FROM THE
 BE1878'JUNCTION OF COUNTY ROAD 275 IN CYPRESS TO THE MARK ON THE RIGHT,
 BE1878'30.19 METERS (99 FEET) NORTH-NORTHEAST OF THE CENTER LINE OF THE
 BE1878'HIGHWAY, 8.47 METERS (27.8 FEET) SOUTH-SOUTHWEST OF A FENCE LINE,
 BE1878'0.92 METER (3.0 FEET) EAST-SOUTHEAST OF UTILITY POLE 268.
 BE1878'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 BE1878'THE MARK IS 2.0 M BELOW HIGHWAY.
 BE1878
 BE1878                          STATION RECOVERY (1989)
 BE1878
 BE1878'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE1878'RECOVERED IN GOOD CONDITION.
 BE1878
 BE1878                          STATION RECOVERY (2001)
 BE1878
 BE1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1878'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1903 ***********************************************************************
 BE1903  DESIGNATION -  A 394
 BE1903  PID         -  BE1903
 BE1903  STATE/COUNTY-  FL/JACKSON
 BE1903  USGS QUAD   -  COTTONDALE EAST (1994)
 BE1903
 BE1903                         *CURRENT SURVEY CONTROL
 BE1903  ___________________________________________________________________
 BE1903* NAD 83(1986)-  30 50 49.     (N)    085 20 53.     (W)     SCALED    
 BE1903* NAVD 88     -        35.410  (meters)     116.17   (feet)  ADJUSTED  
 BE1903  ___________________________________________________________________
 BE1903  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BE1903  DYNAMIC HT  -          35.365 (meters)     116.03  (feet)  COMP
 BE1903  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 BE1903
 BE1903  VERT ORDER  -  FIRST     CLASS II
 BE1903
 BE1903.The horizontal coordinates were scaled from a topographic map and have
 BE1903.an estimated accuracy of +/- 6 seconds.
 BE1903
 BE1903.The orthometric height was determined by differential leveling
 BE1903.and adjusted by the National Geodetic Survey in June 1991..
 BE1903
 BE1903.The geoid height was determined by GEOID03.
 BE1903
 BE1903.The dynamic height is computed by dividing the NAVD 88
 BE1903.geopotential number by the normal gravity value computed on the
 BE1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1903.degrees latitude (g = 980.6199 gals.).
 BE1903
 BE1903.The modeled gravity was interpolated from observed gravity values.
 BE1903
 BE1903;                    North         East    Units  Estimated Accuracy
 BE1903;SPC FL N     -   205,040.      518,880.      MT  (+/- 180 meters Scaled)
 BE1903
 BE1903                          SUPERSEDED SURVEY CONTROL
 BE1903
 BE1903.No superseded survey control is available for this station.
 BE1903
 BE1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV579138(NAD 83)
 BE1903_MARKER: I = METAL ROD
 BE1903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BE1903_SP_SET: STAINLESS STEEL ROD
 BE1903_STAMPING: A 394 1981
 BE1903_MARK LOGO: NGS   
 BE1903_PROJECTION: FLUSH
 BE1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1903_ROD/PIPE-DEPTH: 4.9  meters
 BE1903
 BE1903  HISTORY     - Date     Condition        Report By
 BE1903  HISTORY     - 1981     MONUMENTED       NGS
 BE1903  HISTORY     - 1989     GOOD             USPSQD
 BE1903  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1903  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1903  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1903  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1903  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1903
 BE1903                          STATION DESCRIPTION
 BE1903
 BE1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1903'7.5 KM (4.65 MI) NORTH FROM COTTONDALE.
 BE1903'7.5 KILOMETERS (4.65 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE
 BE1903'JUNCTION OF U.S. HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE
 BE1903'LEFT, 12.8 METERS (42.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE
 BE1903'HIGHWAY, 2.31 METERS (7.0 FEET) NORTH-NORTHWEST OF A T-JUNCTION
 BE1903'OF A FENCE LINE AND 0.49 METER (1.6 FEET) NORTHEAST OF THE
 BE1903'FENCE LINE.
 BE1903'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BE1903'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BE1903
 BE1903                          STATION RECOVERY (1989)
 BE1903
 BE1903'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE1903'RECOVERED IN GOOD CONDITION.
 BE1903
 BE1903                          STATION RECOVERY (2001)
 BE1903
 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1903
 BE1903                          STATION RECOVERY (2001)
 BE1903
 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1903
 BE1903                          STATION RECOVERY (2001)
 BE1903
 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1903
 BE1903                          STATION RECOVERY (2001)
 BE1903
 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1903
 BE1903                          STATION RECOVERY (2001)
 BE1903
 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3462 ***********************************************************************
 BG3462  DESIGNATION -  A 395
 BG3462  PID         -  BG3462
 BG3462  STATE/COUNTY-  FL/SANTA ROSA
 BG3462  USGS QUAD   -  NAVARRE (1994)
 BG3462
 BG3462                         *CURRENT SURVEY CONTROL
 BG3462  ___________________________________________________________________
 BG3462* NAD 83(1986)-  30 24 03.     (N)    086 51 51.     (W)     SCALED    
 BG3462* NAVD 88     -         3.116  (meters)      10.22   (feet)  ADJUSTED  
 BG3462  ___________________________________________________________________
 BG3462  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BG3462  DYNAMIC HT  -           3.112 (meters)      10.21  (feet)  COMP
 BG3462  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 BG3462
 BG3462  VERT ORDER  -  FIRST     CLASS II
 BG3462
 BG3462.The horizontal coordinates were scaled from a topographic map and have
 BG3462.an estimated accuracy of +/- 6 seconds.
 BG3462
 BG3462.The orthometric height was determined by differential leveling
 BG3462.and adjusted by the National Geodetic Survey in June 1991..
 BG3462
 BG3462.The geoid height was determined by GEOID03.
 BG3462
 BG3462.The dynamic height is computed by dividing the NAVD 88
 BG3462.geopotential number by the normal gravity value computed on the
 BG3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3462.degrees latitude (g = 980.6199 gals.).
 BG3462
 BG3462.The modeled gravity was interpolated from observed gravity values.
 BG3462
 BG3462;                    North         East    Units  Estimated Accuracy
 BG3462;SPC FL N     -   157,640.      372,840.      MT  (+/- 180 meters Scaled)
 BG3462
 BG3462                          SUPERSEDED SURVEY CONTROL
 BG3462
 BG3462.No superseded survey control is available for this station.
 BG3462
 BG3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU130632(NAD 83)
 BG3462_MARKER: I = METAL ROD
 BG3462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BG3462_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BG3462_STAMPING: A 395 1981
 BG3462_MARK LOGO: NGS   
 BG3462_PROJECTION: FLUSH
 BG3462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BG3462+STABILITY: POSITION/ELEVATION WELL
 BG3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3462+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 BG3462_ROD/PIPE-DEPTH: 14.6 meters
 BG3462_SLEEVE-DEPTH  : 5.8 meters
 BG3462
 BG3462  HISTORY     - Date     Condition        Report By
 BG3462  HISTORY     - 1981     MONUMENTED       NGS
 BG3462  HISTORY     - 1986     GOOD             FLDNR
 BG3462  HISTORY     - 1988     GOOD             USPSQD
 BG3462  HISTORY     - 19940529 GOOD             USPSQD
 BG3462  HISTORY     - 19961109 GOOD             USPSQD
 BG3462  HISTORY     - 20020507 GOOD             USPSQD
 BG3462  HISTORY     - 20040320 GOOD             USPSQD
 BG3462  HISTORY     - 20050205 GOOD             USPSQD
 BG3462
 BG3462                          STATION DESCRIPTION
 BG3462
 BG3462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BG3462'IN NAVARRE.
 BG3462'IN NAVARRE, AT THE STATE HIGHWAY 399 TOLL BOOTH FOR THE BRIDGE OVER
 BG3462'THE SANTA ROSA SOUND, 16.46 METERS (54 FEET) WEST OF THE CENTER OF THE
 BG3462'STATE HIGHWAY, 17.50 METERS (57.4 FEET) WEST-SOUTHWEST OF THE
 BG3462'SOUTHWEST CORNER OF THE ENTRANCE TOLL BOOTH, 1.49 METERS (4.9 FEET)
 BG3462'SOUTH OF A UTILITY POLE WITH A STREET LAMP.
 BG3462'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BG3462'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3462
 BG3462                          STATION RECOVERY (1986)
 BG3462
 BG3462'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG3462'RECOVERED IN GOOD CONDITION.
 BG3462
 BG3462                          STATION RECOVERY (1988)
 BG3462
 BG3462'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJM)
 BG3462'RECOVERED IN GOOD CONDITION.
 BG3462
 BG3462                          STATION RECOVERY (1994)
 BG3462
 BG3462'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3462'RECOVERED IN GOOD CONDITION.
 BG3462
 BG3462                          STATION RECOVERY (1996)
 BG3462
 BG3462'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG3462'RECOVERED IN GOOD CONDITION.
 BG3462
 BG3462                          STATION RECOVERY (2002)
 BG3462
 BG3462'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG3462'RECOVERED IN GOOD CONDITION.
 BG3462
 BG3462                          STATION RECOVERY (2004)
 BG3462
 BG3462'RECOVERY NOTE BY US POWER SQUADRON 2004 (REG)
 BG3462'RECOVERED IN GOOD CONDITION.
 BG3462
 BG3462                          STATION RECOVERY (2005)
 BG3462
 BG3462'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG3462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0524 ***********************************************************************
 AS0524  DESIGNATION -  A 396
 AS0524  PID         -  AS0524
 AS0524  STATE/COUNTY-  FL/FRANKLIN
 AS0524  USGS QUAD   -  INDIAN PASS (1982)
 AS0524
 AS0524                         *CURRENT SURVEY CONTROL
 AS0524  ___________________________________________________________________
 AS0524* NAD 83(1986)-  29 40 44.     (N)    085 12 09.     (W)     SCALED    
 AS0524* NAVD 88     -         2.287  (meters)       7.50   (feet)  ADJUSTED  
 AS0524  ___________________________________________________________________
 AS0524  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0524  DYNAMIC HT  -           2.284 (meters)       7.49  (feet)  COMP
 AS0524  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 AS0524
 AS0524  VERT ORDER  -  SECOND    CLASS I
 AS0524
 AS0524.The horizontal coordinates were scaled from a topographic map and have
 AS0524.an estimated accuracy of +/- 6 seconds.
 AS0524
 AS0524.The orthometric height was determined by differential leveling
 AS0524.and adjusted by the National Geodetic Survey in June 1991..
 AS0524
 AS0524.The geoid height was determined by GEOID03.
 AS0524
 AS0524.The dynamic height is computed by dividing the NAVD 88
 AS0524.geopotential number by the normal gravity value computed on the
 AS0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0524.degrees latitude (g = 980.6199 gals.).
 AS0524
 AS0524.The modeled gravity was interpolated from observed gravity values.
 AS0524
 AS0524;                    North         East    Units  Estimated Accuracy
 AS0524;SPC FL N     -    75,460.      532,000.      MT  (+/- 180 meters Scaled)
 AS0524
 AS0524                          SUPERSEDED SURVEY CONTROL
 AS0524
 AS0524.No superseded survey control is available for this station.
 AS0524
 AS0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT739845(NAD 83)
 AS0524_MARKER: I = METAL ROD
 AS0524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0524_SP_SET: STAINLESS STEEL ROD
 AS0524_STAMPING: A 396 1987
 AS0524_MARK LOGO: NGS   
 AS0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0524
 AS0524  HISTORY     - Date     Condition        Report By
 AS0524  HISTORY     - 1987     MONUMENTED       FLDNR
 AS0524  HISTORY     - 19980518 POOR             USPSQD
 AS0524
 AS0524                          STATION DESCRIPTION
 AS0524
 AS0524'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0524'13.4 MI WSW FROM APALACHICOLA.
 AS0524'BEGIN AT THE BOAT DOCK ON ST. VINCENT ISLAND AT INDIAN PASS, GO 0.95
 AS0524'MILE EAST-SOUTHEAST ALONG NUMBER A ROAD (CABIN ROAD) TO THE
 AS0524'INTERSECTION ONF NUMBER 1 ROAD AND THE MARK.  THE MARK BEARS 25.4
 AS0524'FEET NORTH-NORTHEAST OF THE CENTERLINE OF NUMBER A ROAD, 27.0 FEET
 AS0524'WEST-NORTHWEST OF THE CENTERLINE OF NUMBER 1 ROAD, 34.0 FEET NORTH-
 AS0524'NORTHWEST OF THE INTERSECTION, AND 3.5 FEET SOUTH OF A 10 INCH PINE
 AS0524'TREE.  A STAINLESS STEEL ROD DRIVEN TO 54 FEET ENCASED IN A PIPE
 AS0524'PROJECTING 10 INCHES.
 AS0524'THE MARK IS 0.9 FT  SSW FROM A WITNESS POST.
 AS0524'THE MARK IS 0.2 FT ABOVE GROUND.
 AS0524
 AS0524                          STATION RECOVERY (1998)
 AS0524
 AS0524'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0524'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG9406 ***********************************************************************
 AG9406  DESIGNATION -  A 399
 AG9406  PID         -  AG9406
 AG9406  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9406  USGS QUAD   -  TAMPA (1995)
 AG9406
 AG9406                         *CURRENT SURVEY CONTROL
 AG9406  ___________________________________________________________________
 AG9406* NAD 83(1986)-  27 54 05.     (N)    082 24 35.     (W)     SCALED    
 AG9406* NAVD 88     -         2.067  (meters)       6.78   (feet)  ADJUSTED  
 AG9406  ___________________________________________________________________
 AG9406  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG9406  DYNAMIC HT  -           2.064 (meters)       6.77  (feet)  COMP
 AG9406  MODELED GRAV-     979,181.3   (mgal)                       NAVD 88
 AG9406
 AG9406  VERT ORDER  -  SECOND    CLASS I
 AG9406
 AG9406.The horizontal coordinates were scaled from a topographic map and have
 AG9406.an estimated accuracy of +/- 6 seconds.
 AG9406
 AG9406.The orthometric height was determined by differential leveling
 AG9406.and adjusted by the National Geodetic Survey in March 1995..
 AG9406
 AG9406.The geoid height was determined by GEOID03.
 AG9406
 AG9406.The dynamic height is computed by dividing the NAVD 88
 AG9406.geopotential number by the normal gravity value computed on the
 AG9406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9406.degrees latitude (g = 980.6199 gals.).
 AG9406
 AG9406.The modeled gravity was interpolated from observed gravity values.
 AG9406
 AG9406;                    North         East    Units  Estimated Accuracy
 AG9406;SPC FL W     -   395,350.      159,670.      MT  (+/- 180 meters Scaled)
 AG9406
 AG9406                          SUPERSEDED SURVEY CONTROL
 AG9406
 AG9406.No superseded survey control is available for this station.
 AG9406
 AG9406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL612870(NAD 83)
 AG9406_MARKER: I = METAL ROD
 AG9406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9406_SP_SET: STAINLESS STEEL ROD
 AG9406_STAMPING: A 399 1990
 AG9406_MARK LOGO: NOS   
 AG9406_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9406+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9406
 AG9406  HISTORY     - Date     Condition        Report By
 AG9406  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9406
 AG9406                          STATION DESCRIPTION
 AG9406
 AG9406'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9406'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9406'OF HILLSBOROUGH BAY 4.30 MI (6.92 KM) NORTH OF GIBSONTON,
 AG9406'HILLSBOROUGH COUNTY FLORIDA TO REACH THE BENCH MARK FROM THE POST
 AG9406'OFFICE IN TWIN OAK PLAZA ON U.S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9406'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF STATE ROAD 676 A
 AG9406'(MADISON AVE) AND PENDOLA POINT ROAD , TURN LEFT ON PENDOLA POINT
 AG9406'ROAD AND PROCEED WEST 0.40 MI (0.64 KM) TO THE PENZOIL SULPHUR
 AG9406'COMPANY AND THE MARK ON THE RIGHT.  THE MARK IS LOCATED 119.4 FT
 AG9406'(36.39 M) WEST OF THE SOUTHWEST CORNER OF THE PENZOIL COMPANY OFFICE,
 AG9406'38.7 FT (11.80 M) WEST OF THE CENTERLINE OF A NORTH SOUTH PAVED
 AG9406'DRIVEWAY ENTRANCE, 33.7 FT (10.27 M) NORTH OF A CARSONITE WITTNESS
 AG9406'POST AND CHAIN LINK FENCE, 7.5 FT (2.29 M) SOUTHWEST OF A 14 INCH
 AG9406'DIAMETER PALM TREE AND 2.5 FT (0.76 M) SOUTHEAST OF THE MOST
 AG9406'SOUTHERLY METAL SIGN POST POLE WICH SUPPORTS THE PENZOIL SULPHUR
 AG9406'COMPANY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1249 ***********************************************************************
 BD1249  DESIGNATION -  A 4
 BD1249  PID         -  BD1249
 BD1249  STATE/COUNTY-  FL/BAKER
 BD1249  USGS QUAD   -  MACCLENNY WEST (1993)
 BD1249
 BD1249                         *CURRENT SURVEY CONTROL
 BD1249  ___________________________________________________________________
 BD1249* NAD 83(1986)-  30 15 52.     (N)    082 13 24.     (W)     SCALED    
 BD1249* NAVD 88     -        40.629  (meters)     133.30   (feet)  ADJUSTED  
 BD1249  ___________________________________________________________________
 BD1249  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BD1249  DYNAMIC HT  -          40.576 (meters)     133.12  (feet)  COMP
 BD1249  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 BD1249
 BD1249  VERT ORDER  -  FIRST     CLASS II
 BD1249
 BD1249.The horizontal coordinates were scaled from a topographic map and have
 BD1249.an estimated accuracy of +/- 6 seconds.
 BD1249
 BD1249.The orthometric height was determined by differential leveling
 BD1249.and adjusted by the National Geodetic Survey in June 1991..
 BD1249
 BD1249.The geoid height was determined by GEOID03.
 BD1249
 BD1249.The dynamic height is computed by dividing the NAVD 88
 BD1249.geopotential number by the normal gravity value computed on the
 BD1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1249.degrees latitude (g = 980.6199 gals.).
 BD1249
 BD1249.The modeled gravity was interpolated from observed gravity values.
 BD1249
 BD1249;                    North         East    Units  Estimated Accuracy
 BD1249;SPC FL N     -   142,350.      819,060.      MT  (+/- 180 meters Scaled)
 BD1249
 BD1249                          SUPERSEDED SURVEY CONTROL
 BD1249
 BD1249  NGVD 29 (??/??/92)   40.911  (m)          134.22   (f) ADJ UNCH    1 2
 BD1249
 BD1249.Superseded values are not recommended for survey control.
 BD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1249.See file dsdata.txt to determine how the superseded data were derived.
 BD1249
 BD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP823487(NAD 83)
 BD1249_MARKER: DB = BENCH MARK DISK
 BD1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1249_STAMPING: 134.173 A 4 A 4 1916
 BD1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1249+STABILITY: SURFACE MOTION
 BD1249
 BD1249  HISTORY     - Date     Condition        Report By
 BD1249  HISTORY     - 1916     MONUMENTED       CGS
 BD1249  HISTORY     - 1954     GOOD             NGS
 BD1249
 BD1249                          STATION DESCRIPTION
 BD1249
 BD1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD1249'3 MI E FROM SANDERSON.
 BD1249'3.0 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1249'STATION AT SANDERSON, ABOUT 2.35 MILES EAST OF THE OVERPASS
 BD1249'OF U.S. HIGHWAY 90 OVER THE TRACKS, 257 FEET WEST OF THE NORTHWEST
 BD1249'CORNER OF A 25-FOOT WOODEN TRESTLE, 0.35 MILE EAST OF MILE POST
 BD1249'668, 23 FEET NORTH OF NORTH RAIL, 11 1/2 FEET EAST OF THE SECOND
 BD1249'TELEPHONE POLE WEST OF TRESTLE, ABOUT 4 FEET BELOW LEVEL OF
 BD1249'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2399 ***********************************************************************
 AC2399  DESIGNATION -  A 4
 AC2399  PID         -  AC2399
 AC2399  STATE/COUNTY-  FL/MIAMI-DADE
 AC2399  USGS QUAD   -  
 AC2399
 AC2399                         *CURRENT SURVEY CONTROL
 AC2399  ___________________________________________________________________
 AC2399* NAD 83(1986)-  25 56 41.     (N)    080 07 16.     (W)     SCALED    
 AC2399* NAVD 88     -         1.289  (meters)       4.23   (feet)  ADJUSTED  
 AC2399  ___________________________________________________________________
 AC2399  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AC2399  DYNAMIC HT  -           1.287 (meters)       4.22  (feet)  COMP
 AC2399  MODELED GRAV-     979,046.4   (mgal)                       NAVD 88
 AC2399
 AC2399  VERT ORDER  -  SECOND    CLASS 0
 AC2399
 AC2399.The horizontal coordinates were scaled from a topographic map and have
 AC2399.an estimated accuracy of +/- 6 seconds.
 AC2399
 AC2399.The orthometric height was determined by differential leveling
 AC2399.and adjusted by the National Geodetic Survey in June 1991..
 AC2399
 AC2399.The geoid height was determined by GEOID03.
 AC2399
 AC2399.The dynamic height is computed by dividing the NAVD 88
 AC2399.geopotential number by the normal gravity value computed on the
 AC2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2399.degrees latitude (g = 980.6199 gals.).
 AC2399
 AC2399.The modeled gravity was interpolated from observed gravity values.
 AC2399
 AC2399;                    North         East    Units  Estimated Accuracy
 AC2399;SPC FL E     -   178,790.      288,030.      MT  (+/- 180 meters Scaled)
 AC2399
 AC2399                          SUPERSEDED SURVEY CONTROL
 AC2399
 AC2399  NGVD 29 (??/??/92)    1.767  (m)            5.80   (f) ADJ UNCH    2 0
 AC2399
 AC2399.Superseded values are not recommended for survey control.
 AC2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2399.See file dsdata.txt to determine how the superseded data were derived.
 AC2399
 AC2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ880698(NAD 83)
 AC2399_MARKER: Z = SEE DESCRIPTION
 AC2399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2399_SP_SET: CATCH BASIN
 AC2399_STAMPING: DWC BM A 4
 AC2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2399
 AC2399  HISTORY     - Date     Condition        Report By
 AC2399  HISTORY     - UNK      MONUMENTED       FL-025
 AC2399  HISTORY     - 1970     GOOD             NGS
 AC2399  HISTORY     - 1973     GOOD             NGS
 AC2399  HISTORY     - 1981     GOOD             FLDNR
 AC2399
 AC2399                          STATION DESCRIPTION
 AC2399
 AC2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2399'AT SUNNY ISLES.
 AC2399'AT SUNNY ISLES, ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY A 1 A
 AC2399'FROM THE JUNCTION OF STATE HIGHWAY 826, IN THE 183RD BLOCK OF
 AC2399'COLLINS AVENUE, NEAR THE MAIN ENTRANCE TO THE SUNNY ISLES
 AC2399'SHOPPING CENTER, 52.3 FEET NORTHEAST OF AND ACROSS A DRIVEWAY
 AC2399'FROM A STEEL POST SUPPORTING THE SHOPPING CENTER SIGN, SET IN
 AC2399'THE TOP OF THE SOUTH CORNER OF A 4-FOOT SQUARE CATCH BASIN
 AC2399'WHICH IS 4 FEET DEEP, 0.5 FOOT WEST OF THE WEST CURB OF THE
 AC2399'HIGHWAY (COLLINS AVENUE), 19 1/2 FEET NORTH OF THE CENTER LINE
 AC2399'OF A DRIVEWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC2399
 AC2399                          STATION RECOVERY (1973)
 AC2399
 AC2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2399'RECOVERED IN GOOD CONDITION.
 AC2399
 AC2399                          STATION RECOVERY (1981)
 AC2399
 AC2399'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AC2399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1412 ***********************************************************************
 AR1412  DESIGNATION -  A 4 FLDNR
 AR1412  PID         -  AR1412
 AR1412  STATE/COUNTY-  FL/DIXIE
 AR1412  USGS QUAD   -  EUGENE (1993)
 AR1412
 AR1412                         *CURRENT SURVEY CONTROL
 AR1412  ___________________________________________________________________
 AR1412* NAD 83(1986)-  29 31 03.     (N)    083 00 02.     (W)     SCALED    
 AR1412* NAVD 88     -         5.400  (meters)      17.72   (feet)  ADJUSTED  
 AR1412  ___________________________________________________________________
 AR1412  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AR1412  DYNAMIC HT  -           5.392 (meters)      17.69  (feet)  COMP
 AR1412  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 AR1412
 AR1412  VERT ORDER  -  SECOND    CLASS I
 AR1412
 AR1412.The horizontal coordinates were scaled from a topographic map and have
 AR1412.an estimated accuracy of +/- 6 seconds.
 AR1412
 AR1412.The orthometric height was determined by differential leveling
 AR1412.and adjusted by the National Geodetic Survey in June 1991..
 AR1412
 AR1412.The geoid height was determined by GEOID03.
 AR1412
 AR1412.The dynamic height is computed by dividing the NAVD 88
 AR1412.geopotential number by the normal gravity value computed on the
 AR1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1412.degrees latitude (g = 980.6199 gals.).
 AR1412
 AR1412.The modeled gravity was interpolated from observed gravity values.
 AR1412
 AR1412;                    North         East    Units  Estimated Accuracy
 AR1412;SPC FL N     -    58,320.      745,370.      MT  (+/- 180 meters Scaled)
 AR1412
 AR1412                          SUPERSEDED SURVEY CONTROL
 AR1412
 AR1412.No superseded survey control is available for this station.
 AR1412
 AR1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN061669(NAD 83)
 AR1412_MARKER: DB = BENCH MARK DISK
 AR1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1412_SP_SET: CONCRETE POST
 AR1412_STAMPING: DNR A4
 AR1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1412+STABILITY: SURFACE MOTION
 AR1412
 AR1412  HISTORY     - Date     Condition        Report By
 AR1412  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1412  HISTORY     - 19940812 GOOD             USPSQD
 AR1412
 AR1412                          STATION DESCRIPTION
 AR1412
 AR1412'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1412'6.0 MI SW FROM OLD TOWN.
 AR1412'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1412'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT 6.0
 AR1412'MILES.
 AR1412'ABOUT 41.8 FEET N75E OF CENTERLINE OF SR349,ABOUT 142.4 FEET N10W FROM
 AR1412'NW CORNER OF A CULVERT.
 AR1412'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1412'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1412
 AR1412                          STATION RECOVERY (1994)
 AR1412
 AR1412'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6056 ***********************************************************************
 AG6056  DESIGNATION -  A 40
 AG6056  PID         -  AG6056
 AG6056  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6056  USGS QUAD   -  TAMPA (1995)
 AG6056
 AG6056                         *CURRENT SURVEY CONTROL
 AG6056  ___________________________________________________________________
 AG6056* NAD 83(1986)-  27 56 36.     (N)    082 23 51.     (W)     SCALED    
 AG6056* NAVD 88     -         2.946  (meters)       9.67   (feet)  ADJUSTED  
 AG6056  ___________________________________________________________________
 AG6056  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG6056  DYNAMIC HT  -           2.942 (meters)       9.65  (feet)  COMP
 AG6056  MODELED GRAV-     979,185.9   (mgal)                       NAVD 88
 AG6056
 AG6056  VERT ORDER  -  FIRST     CLASS I
 AG6056
 AG6056.The horizontal coordinates were scaled from a topographic map and have
 AG6056.an estimated accuracy of +/- 6 seconds.
 AG6056
 AG6056.The orthometric height was determined by differential leveling
 AG6056.and adjusted by the National Geodetic Survey in June 1991..
 AG6056
 AG6056.The geoid height was determined by GEOID03.
 AG6056
 AG6056.The dynamic height is computed by dividing the NAVD 88
 AG6056.geopotential number by the normal gravity value computed on the
 AG6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6056.degrees latitude (g = 980.6199 gals.).
 AG6056
 AG6056.The modeled gravity was interpolated from observed gravity values.
 AG6056
 AG6056;                    North         East    Units  Estimated Accuracy
 AG6056;SPC FL W     -   399,990.      160,880.      MT  (+/- 180 meters Scaled)
 AG6056
 AG6056                          SUPERSEDED SURVEY CONTROL
 AG6056
 AG6056  NGVD 29 (??/??/92)    3.207  (m)           10.52   (f) ADJ UNCH    1 1
 AG6056
 AG6056.Superseded values are not recommended for survey control.
 AG6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6056.See file dsdata.txt to determine how the superseded data were derived.
 AG6056
 AG6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL625917(NAD 83)
 AG6056_MARKER: DB = BENCH MARK DISK
 AG6056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6056_STAMPING: A 40 1933 10.571
 AG6056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6056+STABILITY: SURFACE MOTION
 AG6056
 AG6056  HISTORY     - Date     Condition        Report By
 AG6056  HISTORY     - 1933     MONUMENTED       CGS
 AG6056  HISTORY     - 1966     GOOD             NGS
 AG6056  HISTORY     - 1982     MARK NOT FOUND   FLDNR
 AG6056  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6056
 AG6056                          STATION DESCRIPTION
 AG6056
 AG6056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6056'0.4 MI SE FROM TAMPA.
 AG6056'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 AG6056'BRIDGE OVER THE PALM RIVER AT TAMPA, THENCE 0.2 MILE EAST ALONG
 AG6056'PALM RIVER ROAD, AT THE CROSSING OF THE ATLANTIC COAST LINE
 AG6056'RAILROAD, 39.2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26.8
 AG6056'FEET WEST OF THE WEST RAIL, 26 1/2 FEET SOUTHEAST OF A TELEPHONE
 AG6056'POLE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 AG6056'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 AG6056'POST ABOUT 0.3 FOOT UNDERGROUND.
 AG6056
 AG6056                          STATION RECOVERY (1982)
 AG6056
 AG6056'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6056'MARK NOT FOUND.
 AG6056
 AG6056                          STATION RECOVERY (1990)
 AG6056
 AG6056'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6057 ***********************************************************************
 AG6057  DESIGNATION -  A 40 RESET 1968
 AG6057  PID         -  AG6057
 AG6057  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6057  USGS QUAD   -  TAMPA (1995)
 AG6057
 AG6057                         *CURRENT SURVEY CONTROL
 AG6057  ___________________________________________________________________
 AG6057* NAD 83(1986)-  27 56 35.     (N)    082 23 51.     (W)     SCALED    
 AG6057* NAVD 88     -         2.323  (meters)       7.62   (feet)  ADJUSTED  
 AG6057  ___________________________________________________________________
 AG6057  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG6057  DYNAMIC HT  -           2.320 (meters)       7.61  (feet)  COMP
 AG6057  MODELED GRAV-     979,185.9   (mgal)                       NAVD 88
 AG6057
 AG6057  VERT ORDER  -  FIRST     CLASS II
 AG6057
 AG6057.The horizontal coordinates were scaled from a topographic map and have
 AG6057.an estimated accuracy of +/- 6 seconds.
 AG6057
 AG6057.The orthometric height was determined by differential leveling
 AG6057.and adjusted by the National Geodetic Survey in June 1991..
 AG6057
 AG6057.The geoid height was determined by GEOID03.
 AG6057
 AG6057.The dynamic height is computed by dividing the NAVD 88
 AG6057.geopotential number by the normal gravity value computed on the
 AG6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6057.degrees latitude (g = 980.6199 gals.).
 AG6057
 AG6057.The modeled gravity was interpolated from observed gravity values.
 AG6057
 AG6057;                    North         East    Units  Estimated Accuracy
 AG6057;SPC FL W     -   399,960.      160,880.      MT  (+/- 180 meters Scaled)
 AG6057
 AG6057                          SUPERSEDED SURVEY CONTROL
 AG6057
 AG6057  NGVD 29 (09/01/92)    2.585  (m)            8.48   (f) ADJUSTED    1 2
 AG6057
 AG6057.Superseded values are not recommended for survey control.
 AG6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6057.See file dsdata.txt to determine how the superseded data were derived.
 AG6057
 AG6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL625916(NAD 83)
 AG6057_MARKER: DB = BENCH MARK DISK
 AG6057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6057_STAMPING: A 40 RESET 1968
 AG6057_MARK LOGO: CGS   
 AG6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6057+STABILITY: SURFACE MOTION
 AG6057
 AG6057  HISTORY     - Date     Condition        Report By
 AG6057  HISTORY     - 1968     MONUMENTED       CGS
 AG6057  HISTORY     - 1978     GOOD             NGS
 AG6057  HISTORY     - 1982     GOOD             FLDNR
 AG6057  HISTORY     - 1990     GOOD             USPSQD
 AG6057  HISTORY     - 20040320 GOOD             USPSQD
 AG6057
 AG6057                          STATION DESCRIPTION
 AG6057
 AG6057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AG6057'4.2 MI E FROM TAMPA.
 AG6057'IN PALM, ON PROPERTY OF W.D. WILSON, AT 5126 PALM RIVER ROAD,
 AG6057'AT THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD, 101 FEET
 AG6057'WEST OF THE WEST RAIL, 79 FEET NORTH OF THE CENTER OF PALM RIVER
 AG6057'ROAD, 38 FEET NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 27
 AG6057'FEET EAST OF NORTHEAST CORNER OF HOUSE, 28 FEET SOUTH OF CENTER
 AG6057'OF DRIVEWAY TO HOUSE, 11 FEET WEST OF CENTER OF PAVED STREET,
 AG6057'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 AG6057
 AG6057                          STATION RECOVERY (1978)
 AG6057
 AG6057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6057'RECOVERED IN GOOD CONDITION.
 AG6057
 AG6057                          STATION RECOVERY (1982)
 AG6057
 AG6057'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6057'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AG6057'THE HOUSE IS GONE.
 AG6057
 AG6057                          STATION RECOVERY (1990)
 AG6057
 AG6057'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6057'RECOVERED IN GOOD CONDITION.
 AG6057
 AG6057                          STATION RECOVERY (2004)
 AG6057
 AG6057'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 AG6057'MARK FOUND GOOD. THE MARK IS 5 FEET NORTHEAST OF A 12 INCH IN DIAMETER
 AG6057'PALM TREE WITH A METAL WITNESS POST SURVEY MARKER SIGN NAILED TO THE
 AG6057'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4678 ***********************************************************************
 AC4678  DESIGNATION -  A 400
 AC4678  PID         -  AC4678
 AC4678  STATE/COUNTY-  FL/MIAMI-DADE
 AC4678  USGS QUAD   -  MIAMI (1994)
 AC4678
 AC4678                         *CURRENT SURVEY CONTROL
 AC4678  ___________________________________________________________________
 AC4678* NAD 83(1986)-  25 51 34.     (N)    080 11 00.     (W)     SCALED    
 AC4678* NAVD 88     -         4.022  (meters)      13.20   (feet)  ADJUSTED  
 AC4678  ___________________________________________________________________
 AC4678  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AC4678  DYNAMIC HT  -           4.015 (meters)      13.17  (feet)  COMP
 AC4678  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AC4678
 AC4678  VERT ORDER  -  FIRST     CLASS II
 AC4678
 AC4678.The horizontal coordinates were scaled from a topographic map and have
 AC4678.an estimated accuracy of +/- 6 seconds.
 AC4678
 AC4678.The orthometric height was determined by differential leveling
 AC4678.and adjusted by the National Geodetic Survey in March 1997..
 AC4678
 AC4678.The geoid height was determined by GEOID03.
 AC4678
 AC4678.The dynamic height is computed by dividing the NAVD 88
 AC4678.geopotential number by the normal gravity value computed on the
 AC4678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4678.degrees latitude (g = 980.6199 gals.).
 AC4678
 AC4678.The modeled gravity was interpolated from observed gravity values.
 AC4678
 AC4678;                    North         East    Units  Estimated Accuracy
 AC4678;SPC FL E     -   169,300.      281,860.      MT  (+/- 180 meters Scaled)
 AC4678
 AC4678                          SUPERSEDED SURVEY CONTROL
 AC4678
 AC4678  NAVD 88 (05/20/94)    4.024  (m)           13.20   (f) UNKNOWN     1 2
 AC4678  NGVD 29 (09/01/92)    4.495  (m)           14.75   (f) ADJUSTED    1 2
 AC4678
 AC4678.Superseded values are not recommended for survey control.
 AC4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4678.See file dsdata.txt to determine how the superseded data were derived.
 AC4678
 AC4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ818603(NAD 83)
 AC4678_MARKER: DV = VERTICAL CONTROL DISK
 AC4678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC4678_SP_SET: BUILDING
 AC4678_STAMPING: A 400 1990
 AC4678_MARK LOGO: NGS   
 AC4678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4678+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1993
 AC4678
 AC4678  HISTORY     - Date     Condition        Report By
 AC4678  HISTORY     - 1990     MONUMENTED       NGS
 AC4678  HISTORY     - 19930521 GOOD             NGS
 AC4678
 AC4678                          STATION DESCRIPTION
 AC4678
 AC4678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4678'IN MIAMI SHORES, AT 9190 BISCAYNE BOULEVARD, SET VERTICALLY IN THE
 AC4678'SOUTH FACE OF THE BARNETT BANK AT 9190 BISCAYNE BOULEVARD, 1.2 M (3.9
 AC4678'FT) ABOVE THE GROUND SURFACE, AND 0.5 M (1.6 FT) WEST OF THE
 AC4678'SOUTHEAST CORNER OF THE BUILDING.
 AC4678
 AC4678                          STATION RECOVERY (1993)
 AC4678
 AC4678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4678'IN MIAMI SHORES, SET VERTICALLY IN THE SOUTH FACE OF THE BARNETT BANK
 AC4678'AT 9190 BISCAYNE BOULEVARD, 17.9 M (58.7 FT) NORTHWEST OF THE
 AC4678'CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 1.2 M (3.9 FT)
 AC4678'ABOVE THE GROUND SURFACE, AND 0.5 M (1.6 FT) WEST OF THE SOUTHEAST
 AC4678'CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7509 ***********************************************************************
 AF7509  DESIGNATION -  A 401
 AF7509  PID         -  AF7509
 AF7509  STATE/COUNTY-  FL/ST LUCIE
 AF7509  USGS QUAD   -  FORT PIERCE (1983)
 AF7509
 AF7509                         *CURRENT SURVEY CONTROL
 AF7509  ___________________________________________________________________
 AF7509* NAD 83(1986)-  27 23 49.     (N)    080 19 32.     (W)     SCALED    
 AF7509* NAVD 88     -         5.507  (meters)      18.07   (feet)  ADJUSTED  
 AF7509  ___________________________________________________________________
 AF7509  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AF7509  DYNAMIC HT  -           5.499 (meters)      18.04  (feet)  COMP
 AF7509  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 AF7509
 AF7509  VERT ORDER  -  FIRST     CLASS II
 AF7509
 AF7509.The horizontal coordinates were scaled from a topographic map and have
 AF7509.an estimated accuracy of +/- 6 seconds.
 AF7509
 AF7509.The orthometric height was determined by differential leveling
 AF7509.and adjusted by the National Geodetic Survey in May 1994..
 AF7509
 AF7509.The geoid height was determined by GEOID03.
 AF7509
 AF7509.The dynamic height is computed by dividing the NAVD 88
 AF7509.geopotential number by the normal gravity value computed on the
 AF7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7509.degrees latitude (g = 980.6199 gals.).
 AF7509
 AF7509.The modeled gravity was interpolated from observed gravity values.
 AF7509
 AF7509;                    North         East    Units  Estimated Accuracy
 AF7509;SPC FL E     -   339,570.      266,700.      MT  (+/- 180 meters Scaled)
 AF7509
 AF7509                          SUPERSEDED SURVEY CONTROL
 AF7509
 AF7509  NGVD 29 (09/01/92)    5.967  (m)           19.58   (f) ADJUSTED    1 2
 AF7509
 AF7509.Superseded values are not recommended for survey control.
 AF7509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7509.See file dsdata.txt to determine how the superseded data were derived.
 AF7509
 AF7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL666305(NAD 83)
 AF7509_MARKER: I = METAL ROD
 AF7509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7509_SP_SET: STAINLESS STEEL ROD
 AF7509_STAMPING: A 401 1991
 AF7509_MARK LOGO: NGS   
 AF7509_PROJECTION: FLUSH
 AF7509_MAGNETIC: I = MARKER IS A STEEL ROD
 AF7509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF7509+STABILITY: POSITION/ELEVATION WELL
 AF7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7509+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF7509_ROD/PIPE-DEPTH: 27.9 meters
 AF7509
 AF7509  HISTORY     - Date     Condition        Report By
 AF7509  HISTORY     - 1991     MONUMENTED       NGS
 AF7509
 AF7509                          STATION DESCRIPTION
 AF7509
 AF7509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AF7509'2.5 KM (1.6 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AF7509'COUNTY ROAD 712 (MIDWAY ROAD) IN WHITE CITY, 27.3 M (89.6 FT) NORTH
 AF7509'OF THE CENTERLINE OF DICKSON DRIVE, 11.2 M (36.7 FT) EAST OF THE
 AF7509'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 AF7509'NORTH OF A TRAFFIC LIGHT SUSPENSION POLE, 0.3 M (1.0 FT) BELOW THE
 AF7509'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 AF7509'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8044 ***********************************************************************
 AD8044  DESIGNATION -  A 402
 AD8044  PID         -  AD8044
 AD8044  STATE/COUNTY-  FL/PALM BEACH
 AD8044  USGS QUAD   -  DELRAY BEACH (1983)
 AD8044
 AD8044                         *CURRENT SURVEY CONTROL
 AD8044  ___________________________________________________________________
 AD8044* NAD 83(1986)-  26 23 10.     (N)    080 04 03.     (W)     SCALED    
 AD8044* NAVD 88     -         5.826  (meters)      19.11   (feet)  ADJUSTED  
 AD8044  ___________________________________________________________________
 AD8044  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AD8044  DYNAMIC HT  -           5.817 (meters)      19.08  (feet)  COMP
 AD8044  MODELED GRAV-     979,085.6   (mgal)                       NAVD 88
 AD8044
 AD8044  VERT ORDER  -  FIRST     CLASS II
 AD8044
 AD8044.The horizontal coordinates were scaled from a topographic map and have
 AD8044.an estimated accuracy of +/- 6 seconds.
 AD8044
 AD8044.The orthometric height was determined by differential leveling
 AD8044.and adjusted by the National Geodetic Survey in May 1994..
 AD8044
 AD8044.The geoid height was determined by GEOID03.
 AD8044
 AD8044.The dynamic height is computed by dividing the NAVD 88
 AD8044.geopotential number by the normal gravity value computed on the
 AD8044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8044.degrees latitude (g = 980.6199 gals.).
 AD8044
 AD8044.The modeled gravity was interpolated from observed gravity values.
 AD8044
 AD8044;                    North         East    Units  Estimated Accuracy
 AD8044;SPC FL E     -   227,730.      293,050.      MT  (+/- 180 meters Scaled)
 AD8044
 AD8044                          SUPERSEDED SURVEY CONTROL
 AD8044
 AD8044  NGVD 29 (09/01/92)    6.300  (m)           20.67   (f) ADJUSTED    1 2
 AD8044
 AD8044.Superseded values are not recommended for survey control.
 AD8044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8044.See file dsdata.txt to determine how the superseded data were derived.
 AD8044
 AD8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK930187(NAD 83)
 AD8044_MARKER: I = METAL ROD
 AD8044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8044_SP_SET: STAINLESS STEEL ROD
 AD8044_STAMPING: A 402 1991
 AD8044_MARK LOGO: NGS   
 AD8044_PROJECTION: FLUSH
 AD8044_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8044+STABILITY: POSITION/ELEVATION WELL
 AD8044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8044+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 AD8044_ROD/PIPE-DEPTH: 13.4 meters
 AD8044
 AD8044  HISTORY     - Date     Condition        Report By
 AD8044  HISTORY     - 1991     MONUMENTED       NGS
 AD8044  HISTORY     - 20031124 GOOD             USPSQD
 AD8044  HISTORY     - 20050102 GOOD             USPSQD
 AD8044
 AD8044                          STATION DESCRIPTION
 AD8044
 AD8044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AD8044'IN BOCA RATON, AT THE INTERSECTION OF SPANISH RIVER BOULEVARD AND
 AD8044'STATE HIGHWAY A1A, 36.1 M (118.4 FT) SOUTH OF THE SOUTH CURB OF THE
 AD8044'BOULEVARD, 11.1 M (36.4 FT) WEST OF THE HIGHWAY CENTERLINE, 5.6 M
 AD8044'(18.4 FT) SOUTHEAST OF UTILITY LIGHT POLE NUMBER 88199053800, AND 0.4
 AD8044'M (1.3 FT) SOUTH OF A WITNESS POST.
 AD8044
 AD8044                          STATION RECOVERY (2003)
 AD8044
 AD8044'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8044'RECOVERED IN GOOD CONDITION.
 AD8044
 AD8044                          STATION RECOVERY (2005)
 AD8044
 AD8044'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8044'WITNESS POST HAS BEEN RELOCATED NEXT TO THE LIGHTPOLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7533 ***********************************************************************
 AF7533  DESIGNATION -  A 403
 AF7533  PID         -  AF7533
 AF7533  STATE/COUNTY-  FL/MARTIN
 AF7533  USGS QUAD   -  HOBE SOUND (1983)
 AF7533
 AF7533                         *CURRENT SURVEY CONTROL
 AF7533  ___________________________________________________________________
 AF7533* NAD 83(1999)-  27 00 13.69246(N)    080 06 01.85031(W)     ADJUSTED  
 AF7533* NAVD 88     -         5.152  (meters)      16.90   (feet)  ADJUSTED  
 AF7533  ___________________________________________________________________
 AF7533  X           -     977,654.664 (meters)                     COMP
 AF7533  Y           -  -5,602,005.354 (meters)                     COMP
 AF7533  Z           -   2,878,580.903 (meters)                     COMP
 AF7533  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 AF7533  ELLIP HEIGHT-         -22.40  (meters)          (12/12/02) GPS OBS
 AF7533  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AF7533  DYNAMIC HT  -           5.144 (meters)      16.88  (feet)  COMP
 AF7533  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 AF7533
 AF7533  HORZ ORDER  -  FIRST
 AF7533  VERT ORDER  -  FIRST     CLASS II
 AF7533  ELLP ORDER  -  FOURTH    CLASS I
 AF7533
 AF7533.The horizontal coordinates were established by GPS observations
 AF7533.and adjusted by the National Geodetic Survey in December 2002..
 AF7533
 AF7533.The orthometric height was determined by differential leveling
 AF7533.and adjusted by the National Geodetic Survey in May 1994..
 AF7533
 AF7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7533
 AF7533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7533
 AF7533.The ellipsoidal height was determined by GPS observations
 AF7533.and is referenced to NAD 83.
 AF7533
 AF7533.The geoid height was determined by GEOID03.
 AF7533
 AF7533.The dynamic height is computed by dividing the NAVD 88
 AF7533.geopotential number by the normal gravity value computed on the
 AF7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7533.degrees latitude (g = 980.6199 gals.).
 AF7533
 AF7533.The modeled gravity was interpolated from observed gravity values.
 AF7533
 AF7533;                    North         East     Units Scale Factor Converg.
 AF7533;SPC FL E     -   296,143.653   289,272.302   MT  1.00003952   +0 24 30.4
 AF7533;SPC FL E     -   971,597.97    949,054.21   sFT  1.00003952   +0 24 30.4
 AF7533;UTM  17      - 2,987,174.591   589,241.842   MT  0.99969831   +0 24 30.4
 AF7533
 AF7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7533!SPC FL E     -   1.00000352  x   1.00003952  =   1.00004304
 AF7533!UTM  17      -   1.00000352  x   0.99969831  =   0.99970183
 AF7533
 AF7533                          SUPERSEDED SURVEY CONTROL
 AF7533
 AF7533  NAVD 88 (12/12/02)    5.15   (m)           16.9    (f) LEVELING    3  
 AF7533  NGVD 29 (09/01/92)    5.605  (m)           18.39   (f) ADJUSTED    1 2
 AF7533
 AF7533.Superseded values are not recommended for survey control.
 AF7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7533.See file dsdata.txt to determine how the superseded data were derived.
 AF7533
 AF7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8924287175(NAD 83)
 AF7533_MARKER: F = FLANGE-ENCASED ROD
 AF7533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7533_SP_SET: STAINLESS STEEL ROD
 AF7533_STAMPING: A 403 1991
 AF7533_MARK LOGO: NGS   
 AF7533_PROJECTION: FLUSH
 AF7533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF7533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF7533+STABILITY: POSITION/ELEVATION WELL
 AF7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7533+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 AF7533_ROD/PIPE-DEPTH: 24.0 meters
 AF7533
 AF7533  HISTORY     - Date     Condition        Report By
 AF7533  HISTORY     - 1991     MONUMENTED       NGS
 AF7533  HISTORY     - 20020514 GOOD             MAPTEC
 AF7533  HISTORY     - 20031110 GOOD             USPSQD
 AF7533
 AF7533                          STATION DESCRIPTION
 AF7533
 AF7533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AF7533'3.9 KM (2.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AF7533'OF COUNTY LINE ROAD IN TEQUESTA, 22.9 M (75.1 FT) NORTHWEST OF THE
 AF7533'CENTERLINE OF THE JONATHAN DICKINSON STATE PARK ENTRANCE ROAD, 20.5 M
 AF7533'(67.3 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AF7533'HIGHWAY, 19.7 M (64.6 FT) NORTH OF THE MOST NORTHERLY FLAG POLE, 0.8
 AF7533'M (2.6 FT) SOUTHEAST OF THE NORTHWEST END OF A FENCE, AND 0.3 M (1.0
 AF7533'FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AF7533'POINT IS THROUGH A 5-INCH LOGO CAP.
 AF7533
 AF7533                          STATION RECOVERY (2002)
 AF7533
 AF7533'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF7533'RECOVERED AS DESCRIBED.
 AF7533'
 AF7533
 AF7533                          STATION RECOVERY (2003)
 AF7533
 AF7533'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF7533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6962 ***********************************************************************
 AK6962  DESIGNATION -  A 404
 AK6962  PID         -  AK6962
 AK6962  STATE/COUNTY-  FL/BREVARD
 AK6962  USGS QUAD   -  EAU GALLIE (1988)
 AK6962
 AK6962                         *CURRENT SURVEY CONTROL
 AK6962  ___________________________________________________________________
 AK6962* NAD 83(1986)-  28 08 22.     (N)    080 38 06.     (W)     SCALED    
 AK6962* NAVD 88     -         5.736  (meters)      18.82   (feet)  ADJUSTED  
 AK6962  ___________________________________________________________________
 AK6962  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK6962  DYNAMIC HT  -           5.727 (meters)      18.79  (feet)  COMP
 AK6962  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AK6962
 AK6962  VERT ORDER  -  FIRST     CLASS II
 AK6962
 AK6962.The horizontal coordinates were scaled from a topographic map and have
 AK6962.an estimated accuracy of +/- 6 seconds.
 AK6962
 AK6962.The orthometric height was determined by differential leveling
 AK6962.and adjusted by the National Geodetic Survey in May 1994..
 AK6962
 AK6962.The geoid height was determined by GEOID03.
 AK6962
 AK6962.The dynamic height is computed by dividing the NAVD 88
 AK6962.geopotential number by the normal gravity value computed on the
 AK6962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6962.degrees latitude (g = 980.6199 gals.).
 AK6962
 AK6962.The modeled gravity was interpolated from observed gravity values.
 AK6962
 AK6962;                    North         East    Units  Estimated Accuracy
 AK6962;SPC FL E     -   421,720.      235,850.      MT  (+/- 180 meters Scaled)
 AK6962
 AK6962                          SUPERSEDED SURVEY CONTROL
 AK6962
 AK6962  NGVD 29 (09/01/92)    6.167  (m)           20.23   (f) ADJUSTED    1 2
 AK6962
 AK6962.Superseded values are not recommended for survey control.
 AK6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6962.See file dsdata.txt to determine how the superseded data were derived.
 AK6962
 AK6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM358127(NAD 83)
 AK6962_MARKER: I = METAL ROD
 AK6962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6962_SP_SET: STAINLESS STEEL ROD
 AK6962_STAMPING: A 404 1991
 AK6962_MARK LOGO: NGS   
 AK6962_PROJECTION: FLUSH
 AK6962_MAGNETIC: I = MARKER IS A STEEL ROD
 AK6962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AK6962+STABILITY: POSITION/ELEVATION WELL
 AK6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6962+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 AK6962_ROD/PIPE-DEPTH: 17.7 meters
 AK6962
 AK6962  HISTORY     - Date     Condition        Report By
 AK6962  HISTORY     - 1991     MONUMENTED       NGS
 AK6962  HISTORY     - 20040218 GOOD             USPSQD
 AK6962
 AK6962                          STATION DESCRIPTION
 AK6962
 AK6962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6962'1.3 KM (0.8 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AK6962'STATE HIGHWAY 518 (EAU GALLIE BOULEVARD) IN EAU GALLIE, THENCE 0.1 KM
 AK6962'(0.1 MI) WESTERLY ALONG MASTERSON STREET, 16.7 M (54.8 FT) NORTH OF
 AK6962'THE STREET CENTER, 7.8 M (25.6 FT) WEST OF THE CENTER OF AVOCADO
 AK6962'AVENUE, 6.3 M (20.7 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF THE
 AK6962'EAU GALLIE CEMETERY ENTRANCE ROAD, 2.5 M (8.2 FT) SOUTHWEST OF A
 AK6962'FENCE CORNER, AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST AND
 AK6962'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AK6962
 AK6962                          STATION RECOVERY (2004)
 AK6962
 AK6962'RECOVERY NOTE BY US POWER SQUADRON 2004 (RS)
 AK6962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2704 ***********************************************************************
 AQ2704  DESIGNATION -  A 405
 AQ2704  PID         -  AQ2704
 AQ2704  STATE/COUNTY-  FL/VOLUSIA
 AQ2704  USGS QUAD   -  ORMOND BEACH (1993)
 AQ2704
 AQ2704                         *CURRENT SURVEY CONTROL
 AQ2704  ___________________________________________________________________
 AQ2704* NAD 83(1986)-  29 18 02.     (N)    081 02 39.     (W)     SCALED    
 AQ2704* NAVD 88     -         4.076  (meters)      13.37   (feet)  ADJUSTED  
 AQ2704  ___________________________________________________________________
 AQ2704  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AQ2704  DYNAMIC HT  -           4.070 (meters)      13.35  (feet)  COMP
 AQ2704  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AQ2704
 AQ2704  VERT ORDER  -  FIRST     CLASS II
 AQ2704
 AQ2704.The horizontal coordinates were scaled from a topographic map and have
 AQ2704.an estimated accuracy of +/- 6 seconds.
 AQ2704
 AQ2704.The orthometric height was determined by differential leveling
 AQ2704.and adjusted by the National Geodetic Survey in May 1994..
 AQ2704
 AQ2704.The geoid height was determined by GEOID03.
 AQ2704
 AQ2704.The dynamic height is computed by dividing the NAVD 88
 AQ2704.geopotential number by the normal gravity value computed on the
 AQ2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2704.degrees latitude (g = 980.6199 gals.).
 AQ2704
 AQ2704.The modeled gravity was interpolated from observed gravity values.
 AQ2704
 AQ2704;                    North         East    Units  Estimated Accuracy
 AQ2704;SPC FL E     -   550,340.      195,710.      MT  (+/- 180 meters Scaled)
 AQ2704
 AQ2704                          SUPERSEDED SURVEY CONTROL
 AQ2704
 AQ2704  NGVD 29 (09/01/92)    4.425  (m)           14.52   (f) ADJUSTED    1 2
 AQ2704
 AQ2704.Superseded values are not recommended for survey control.
 AQ2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2704.See file dsdata.txt to determine how the superseded data were derived.
 AQ2704
 AQ2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN957412(NAD 83)
 AQ2704_MARKER: I = METAL ROD
 AQ2704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AQ2704_SP_SET: STAINLESS STEEL ROD
 AQ2704_STAMPING: A 405 1991
 AQ2704_MARK LOGO: NGS   
 AQ2704_PROJECTION: FLUSH
 AQ2704_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ2704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AQ2704+STABILITY: POSITION/ELEVATION WELL
 AQ2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2704+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AQ2704_ROD/PIPE-DEPTH: 9.7  meters
 AQ2704
 AQ2704  HISTORY     - Date     Condition        Report By
 AQ2704  HISTORY     - 1991     MONUMENTED       NGS
 AQ2704
 AQ2704                          STATION DESCRIPTION
 AQ2704
 AQ2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ2704'1.1 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ2704'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 40 (EAST GRANADA
 AQ2704'BOULEVARD) IN ORMOND BEACH, 61.8 M (202.8 FT) SOUTH OF THE CENTER OF
 AQ2704'NEPTUNE AVENUE, 35.3 M (115.8 FT) NORTHEAST OF THE SOUTHEAST CORNER
 AQ2704'OF THE GRACE EVANGELICAL LUTHERAN CHURCH, 15.3 M (50.2 FT) WEST OF
 AQ2704'AND LEVEL WITH THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) SOUTHEAST OF
 AQ2704'THE NORTHEAST CORNER OF A SIGN (GRACE EVANGELICAL LUTHERAN CHURCH),
 AQ2704'AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SIGN.
 AQ2704'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6909 ***********************************************************************
 DE6909  DESIGNATION -  A 406
 DE6909  PID         -  DE6909
 DE6909  STATE/COUNTY-  FL/ESCAMBIA
 DE6909  USGS QUAD   -  MC DAVID (1994)
 DE6909
 DE6909                         *CURRENT SURVEY CONTROL
 DE6909  ___________________________________________________________________
 DE6909* NAD 83(1986)-  30 52 07.     (N)    087 19 28.     (W)     SCALED    
 DE6909* NAVD 88     -        16.292  (meters)      53.45   (feet)  ADJUSTED  
 DE6909  ___________________________________________________________________
 DE6909  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DE6909  DYNAMIC HT  -          16.271 (meters)      53.38  (feet)  COMP
 DE6909  MODELED GRAV-     979,362.0   (mgal)                       NAVD 88
 DE6909
 DE6909  VERT ORDER  -  SECOND    CLASS II
 DE6909
 DE6909.The horizontal coordinates were scaled from a topographic map and have
 DE6909.an estimated accuracy of +/- 6 seconds.
 DE6909
 DE6909.The orthometric height was determined by differential leveling
 DE6909.and adjusted by the National Geodetic Survey in September 2002..
 DE6909.No vertical observational check was made to the station.
 DE6909
 DE6909.The geoid height was determined by GEOID03.
 DE6909
 DE6909.The dynamic height is computed by dividing the NAVD 88
 DE6909.geopotential number by the normal gravity value computed on the
 DE6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6909.degrees latitude (g = 980.6199 gals.).
 DE6909
 DE6909.The modeled gravity was interpolated from observed gravity values.
 DE6909
 DE6909;                    North         East    Units  Estimated Accuracy
 DE6909;SPC FL N     -   210,480.      329,910.      MT  (+/- 180 meters Scaled)
 DE6909
 DE6909                          SUPERSEDED SURVEY CONTROL
 DE6909
 DE6909.No superseded survey control is available for this station.
 DE6909
 DE6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV689150(NAD 83)
 DE6909_MARKER: DV = VERTICAL CONTROL DISK
 DE6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6909_STAMPING: A 406 1991
 DE6909_MARK LOGO: NGS   
 DE6909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6909+STABILITY: SURFACE MOTION
 DE6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6909+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DE6909
 DE6909  HISTORY     - Date     Condition        Report By
 DE6909  HISTORY     - 1991     MONUMENTED       FLDNR
 DE6909
 DE6909                          STATION DESCRIPTION
 DE6909
 DE6909'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 DE6909'THE MARK IS IN MCDAVID IN SECTION 40, T 4 N, R 31 W. TO REACH THE MARK
 DE6909'FROM THE JUNCTION OF U.S. HIGHWAY 29 AND COUNTY ROAD 164 IN MCDAVID,
 DE6909'GO NORTHWESTERLY ON COUNTY ROAD 164 FOR 0.1 MI (0.2 KM) TO THE MARK ON
 DE6909'THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH GROUND AND
 DE6909'ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF COUNTY ROAD 164. LOCATED 55.5
 DE6909'FT (16.9 M) EAST OF THE CENTERLINE OF DRIVER ROAD, 51.0 FT (15.5 M)
 DE6909'NORTH OF THE CENTERLINE OF COUNTY ROAD 164, 16.9 FT (5.2 M)
 DE6909'SOUTHWESTERLY OF A 31-INCH DIAMETER WHITE OAK TREE, 16.2 FT (4.9 M)
 DE6909'SOUTHEASTERLY OF A STATE ROAD DEPARTMENT RIGHT-OF-WAY MARKER (5 X 5
 DE6909'INCH CONCRETE POST) AND 0.9 FT (27.4 CM) SOUTH OF A CARSONITE WITNESS
 DE6909'POST SET IN THE EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2543 ***********************************************************************
 BC2543  DESIGNATION -  A 407
 BC2543  PID         -  BC2543
 BC2543  STATE/COUNTY-  FL/DUVAL
 BC2543  USGS QUAD   -  MAYPORT (1992)
 BC2543
 BC2543                         *CURRENT SURVEY CONTROL
 BC2543  ___________________________________________________________________
 BC2543* NAD 83(1986)-  30 23 54.     (N)    081 29 39.     (W)     SCALED    
 BC2543* NAVD 88     -         1.065  (meters)       3.49   (feet)  ADJUSTED  
 BC2543  ___________________________________________________________________
 BC2543  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC2543  DYNAMIC HT  -           1.063 (meters)       3.49  (feet)  COMP
 BC2543  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 BC2543
 BC2543  VERT ORDER  -  FIRST     CLASS II
 BC2543
 BC2543.The horizontal coordinates were scaled from a topographic map and have
 BC2543.an estimated accuracy of +/- 6 seconds.
 BC2543
 BC2543.The orthometric height was determined by differential leveling
 BC2543.and adjusted by the National Geodetic Survey in May 1994..
 BC2543
 BC2543.The geoid height was determined by GEOID03.
 BC2543
 BC2543.The dynamic height is computed by dividing the NAVD 88
 BC2543.geopotential number by the normal gravity value computed on the
 BC2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2543.degrees latitude (g = 980.6199 gals.).
 BC2543
 BC2543.The modeled gravity was interpolated from observed gravity values.
 BC2543
 BC2543;                    North         East    Units  Estimated Accuracy
 BC2543;SPC FL E     -   672,130.      152,510.      MT  (+/- 180 meters Scaled)
 BC2543
 BC2543                          SUPERSEDED SURVEY CONTROL
 BC2543
 BC2543  NGVD 29 (09/01/92)    1.397  (m)            4.58   (f) ADJUSTED    1 2
 BC2543
 BC2543.Superseded values are not recommended for survey control.
 BC2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2543.See file dsdata.txt to determine how the superseded data were derived.
 BC2543
 BC2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP525630(NAD 83)
 BC2543_MARKER: I = METAL ROD
 BC2543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2543_SP_SET: STAINLESS STEEL ROD
 BC2543_STAMPING: A 407 1991
 BC2543_MARK LOGO: NGS   
 BC2543_PROJECTION: FLUSH
 BC2543_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC2543+STABILITY: POSITION/ELEVATION WELL
 BC2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2543+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BC2543_ROD/PIPE-DEPTH: 18.6 meters
 BC2543
 BC2543  HISTORY     - Date     Condition        Report By
 BC2543  HISTORY     - 1991     MONUMENTED       NGS
 BC2543
 BC2543                          STATION DESCRIPTION
 BC2543
 BC2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC2543'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC2543'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE,
 BC2543'THENCE 16.7 KM (10.4 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER
 BC2543'DRIVE), 13.5 M (44.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.6 M (24.9
 BC2543'FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH, 0.6 M (2.0 FT)
 BC2543'WEST OF A UTILITY LIGHT POLE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 BC2543'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 BC2543'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2523 ***********************************************************************
 BC2523  DESIGNATION -  A 408
 BC2523  PID         -  BC2523
 BC2523  STATE/COUNTY-  FL/NASSAU
 BC2523  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2523
 BC2523                         *CURRENT SURVEY CONTROL
 BC2523  ___________________________________________________________________
 BC2523* NAD 83(1986)-  30 38 02.     (N)    081 27 30.     (W)     SCALED    
 BC2523* NAVD 88     -         3.847  (meters)      12.62   (feet)  ADJUSTED  
 BC2523  ___________________________________________________________________
 BC2523  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2523  DYNAMIC HT  -           3.842 (meters)      12.61  (feet)  COMP
 BC2523  MODELED GRAV-     979,389.4   (mgal)                       NAVD 88
 BC2523
 BC2523  VERT ORDER  -  FIRST     CLASS II
 BC2523
 BC2523.The horizontal coordinates were scaled from a topographic map and have
 BC2523.an estimated accuracy of +/- 6 seconds.
 BC2523
 BC2523.The orthometric height was determined by differential leveling
 BC2523.and adjusted by the National Geodetic Survey in May 1994..
 BC2523
 BC2523.The geoid height was determined by GEOID03.
 BC2523
 BC2523.The dynamic height is computed by dividing the NAVD 88
 BC2523.geopotential number by the normal gravity value computed on the
 BC2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2523.degrees latitude (g = 980.6199 gals.).
 BC2523
 BC2523.The modeled gravity was interpolated from observed gravity values.
 BC2523
 BC2523;                    North         East    Units  Estimated Accuracy
 BC2523;SPC FL E     -   698,230.      156,060.      MT  (+/- 180 meters Scaled)
 BC2523
 BC2523                          SUPERSEDED SURVEY CONTROL
 BC2523
 BC2523  NGVD 29 (09/01/92)    4.199  (m)           13.78   (f) ADJUSTED    1 2
 BC2523
 BC2523.Superseded values are not recommended for survey control.
 BC2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2523.See file dsdata.txt to determine how the superseded data were derived.
 BC2523
 BC2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP560891(NAD 83)
 BC2523_MARKER: F = FLANGE-ENCASED ROD
 BC2523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2523_SP_SET: STAINLESS STEEL ROD
 BC2523_STAMPING: A 408 1991
 BC2523_MARK LOGO: NGS   
 BC2523_PROJECTION: FLUSH
 BC2523_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2523+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1992
 BC2523_ROD/PIPE-DEPTH: 19.6 meters
 BC2523
 BC2523  HISTORY     - Date     Condition        Report By
 BC2523  HISTORY     - 1991     MONUMENTED       NGS
 BC2523  HISTORY     - 19920628 GOOD             FLDNR
 BC2523
 BC2523                          STATION DESCRIPTION
 BC2523
 BC2523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC2523'3.6 KM (2.2 MI) SOUTHERLY ALONG STATE HIGHWAY A1A FROM THE
 BC2523'INTERSECTION OF CENTRE STREET IN FERNANDINA BEACH, THENCE O.5 KM
 BC2523'SOUTHERLY ALONG AMELIA ROAD, 8.9 M (29.2 FT) WEST OF AND LEVEL WITH
 BC2523'THE ROAD CENTERLINE, 7.7 M (25.3 FT) SOUTH OF THE CENTER OF ADAMS
 BC2523'ROAD, 1.1 M (3.6 FT) NORTHWEST OF THE NORTHEAST CORNER OF A
 BC2523'CHAIN-LINK FENCE, AND 0.7 M (2.3 FT) WEST OF A STREET SIGN.
 BC2523'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BC2523
 BC2523                          STATION RECOVERY (1992)
 BC2523
 BC2523'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC2523'THE MARK IS IN FERNANDINA BEACH AT THE JUNCTION OF AMELIA ROAD AND
 BC2523'ADAMS STREET, IN SECTION 30, T 3 N, R 28 E. TO REACH THE MARK FROM THE
 BC2523'COURTHOUSE IN FERNANDINA BEACH, GO EAST-SOUTHEAST ON ATLANTIC AVENUE
 BC2523'FOR 0.20 MI (0.32 KM) TO THE INTERSECTION OF 8TH STREET (STATE ROAD
 BC2523'A1A), TURN RIGHT ON 8TH STREET (STATE ROAD A1A) AND GO SOUTHERLY FOR
 BC2523'2.20 MI (3.54 KM) TO THE JUNCTION OF AMELIA ROAD ON THE LEFT, TURN
 BC2523'LEFT ON AMELIA ROAD AND GO SOUTHERLY FOR 0.30 MI (0.48 KM) TO THE
 BC2523'JUNCTION OF ADAMS STREET ON THE RIGHT AND THE MARK ON THE RIGHT, SET
 BC2523'ON THE TOP OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 BC2523'19.6 METERS (64.3 FT) FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 BC2523'LOCATED 29.0 FT (8.8 M) WEST OF THE CENTERLINE OF AMELIA ROAD, 25.3 FT
 BC2523'(7.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF ADAMS STREET, 11.0 FT
 BC2523'(3.4 M) SOUTH OF A STREET SIGN AND 3.3 FT (1.0 M) NORTHWEST OF THE
 BC2523'NORTHWEST CORNER OF A CHAINLINK FENCE. NOTE, ACCESS TO DATUM POINT IS
 BC2523'HAD THROUGH A 5-INCH LOGO CAP. NOTE, NOT LEVELED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6663 ***********************************************************************
 DE6663  DESIGNATION -  A 409
 DE6663  PID         -  DE6663
 DE6663  STATE/COUNTY-  FL/GULF
 DE6663  USGS QUAD   -  WEWAHITCHKA (1990)
 DE6663
 DE6663                         *CURRENT SURVEY CONTROL
 DE6663  ___________________________________________________________________
 DE6663* NAD 83(1986)-  30 00 05.     (N)    085 07 54.     (W)     SCALED    
 DE6663* NAVD 88     -         6.791  (meters)      22.28   (feet)  ADJUSTED  
 DE6663  ___________________________________________________________________
 DE6663  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DE6663  DYNAMIC HT  -           6.782 (meters)      22.25  (feet)  COMP
 DE6663  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 DE6663
 DE6663  VERT ORDER  -  SECOND    CLASS I
 DE6663
 DE6663.The horizontal coordinates were scaled from a topographic map and have
 DE6663.an estimated accuracy of +/- 6 seconds.
 DE6663
 DE6663.The orthometric height was determined by differential leveling
 DE6663.and adjusted by the National Geodetic Survey in July 2004..
 DE6663.No vertical observational check was made to the station.
 DE6663
 DE6663.The geoid height was determined by GEOID03.
 DE6663
 DE6663.The dynamic height is computed by dividing the NAVD 88
 DE6663.geopotential number by the normal gravity value computed on the
 DE6663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6663.degrees latitude (g = 980.6199 gals.).
 DE6663
 DE6663.The modeled gravity was interpolated from observed gravity values.
 DE6663
 DE6663;                    North         East    Units  Estimated Accuracy
 DE6663;SPC FL N     -   111,170.      539,060.      MT  (+/- 180 meters Scaled)
 DE6663
 DE6663                          SUPERSEDED SURVEY CONTROL
 DE6663
 DE6663.No superseded survey control is available for this station.
 DE6663
 DE6663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU802204(NAD 83)
 DE6663_MARKER: DV = VERTICAL CONTROL DISK
 DE6663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6663_STAMPING: A 409 1991
 DE6663_MARK LOGO: NGS   
 DE6663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6663+STABILITY: SURFACE MOTION
 DE6663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6663+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DE6663
 DE6663  HISTORY     - Date     Condition        Report By
 DE6663  HISTORY     - 1991     MONUMENTED       NGS
 DE6663
 DE6663                          STATION DESCRIPTION
 DE6663
 DE6663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 DE6663'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF WEWAHITCHKA IN
 DE6663'SECTION T 34, T 5 S, R 9 W.  PROPERTY OWNER--ST. JOE FOREST PRODUCTS,
 DE6663'LOCALLY KNOWN AS ST. JOE PAPER COMPANY.  CARETAKER--CARSON SHORES. TO
 DE6663'REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY
 DE6663'22 WEST IN WEWAHITCHKA, GO SOUTH ON STATE HIGHWAY 71 FOR 5.15 MI (8.29
 DE6663'KM) TO THE JUNCTION OF COUNTY ROAD 381 ON THE LEFT, TURN LEFT ON
 DE6663'COUNTY ROAD 381 AND GO SOUTHEASTERLY FOR 4.85 MI (7.81 KM) TO THE ROAD
 DE6663'ON THE WEST SIDE OF THE CANAL AND THE MARK ON THE LEFT SET IN THE TOP
 DE6663'OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 DE6663'GROUND. LOCATED ABOUT 356.5 FT (108.7 M) NORTHEAST OF CENTERLINE OF
 DE6663'COUNTY ROAD 381, 55.0 FT (16.8 M) WEST OF THE APPROXIMATE CENTER OF
 DE6663'THE WEST ONE OF TWO ROADS LEADING NORTHERLY, 4.0 FT (1.2 M) WEST OF A
 DE6663'CARSONITE WITNESS POST AND 3.5 FT (1.1 M) WEST OF POWER POLE NUMBER
 DE6663'179 WITH A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8112 ***********************************************************************
 AD8112  HT_MOD      -  This is a Height Modernization Survey Station.
 AD8112  DESIGNATION -  A 409 X
 AD8112  PID         -  AD8112
 AD8112  STATE/COUNTY-  FL/BROWARD
 AD8112  USGS QUAD   -  ANDYTOWN (1983)
 AD8112
 AD8112                         *CURRENT SURVEY CONTROL
 AD8112  ___________________________________________________________________
 AD8112* NAD 83(1999)-  26 08 06.78715(N)    080 26 24.34536(W)     ADJUSTED  
 AD8112* NAVD 88     -         2.26   (meters)       7.4    (feet)  GPS OBS   
 AD8112  ___________________________________________________________________
 AD8112  X           -     951,584.308 (meters)                     COMP
 AD8112  Y           -  -5,650,147.689 (meters)                     COMP
 AD8112  Z           -   2,792,508.806 (meters)                     COMP
 AD8112  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AD8112  ELLIP HEIGHT-         -22.66  (meters)          (12/09/02) GPS OBS
 AD8112  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AD8112  DYNAMIC HT  -           2.26  (meters)       7.4   (feet)  COMP
 AD8112  MODELED GRAV-     979,059.8   (mgal)                       NAVD 88
 AD8112
 AD8112  HORZ ORDER  -  A
 AD8112  VERT ORDER  -  THIRD (See Below)
 AD8112  ELLP ORDER  -  FOURTH    CLASS I
 AD8112
 AD8112.The horizontal coordinates were established by GPS observations
 AD8112.and adjusted by the National Geodetic Survey in December 2002..
 AD8112
 AD8112.The orthometric height was determined by GPS observations and a
 AD8112.high-resolution geoid model using precise GPS observation and
 AD8112.processing techniques. It supersedes the leveled height previously
 AD8112.determined for this station.
 AD8112.The vertical order pertains to the first NAVD 88 superseded value.
 AD8112
 AD8112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8112
 AD8112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8112
 AD8112.The ellipsoidal height was determined by GPS observations
 AD8112.and is referenced to NAD 83.
 AD8112
 AD8112.The geoid height was determined by GEOID03.
 AD8112
 AD8112.The dynamic height is computed by dividing the NAVD 88
 AD8112.geopotential number by the normal gravity value computed on the
 AD8112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8112.degrees latitude (g = 980.6199 gals.).
 AD8112
 AD8112.The modeled gravity was interpolated from observed gravity values.
 AD8112
 AD8112;                    North         East     Units Scale Factor Converg.
 AD8112;SPC FL E     -   199,715.216   255,989.241   MT  0.99997987   +0 14 47.9
 AD8112;SPC FL E     -   655,232.34    839,858.03   sFT  0.99997987   +0 14 47.9
 AD8112;UTM  17      - 2,890,779.055   555,970.138   MT  0.99963868   +0 14 47.9
 AD8112
 AD8112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8112!SPC FL E     -   1.00000356  x   0.99997987  =   0.99998343
 AD8112!UTM  17      -   1.00000356  x   0.99963868  =   0.99964224
 AD8112
 AD8112                          SUPERSEDED SURVEY CONTROL
 AD8112
 AD8112  NAVD 88 (09/04/92)    2.237  (m)            7.34   (f) ADJUSTED    1 2
 AD8112  NGVD 29 (09/01/92)    2.691  (m)            8.83   (f) ADJUSTED    1 2
 AD8112
 AD8112.Superseded values are not recommended for survey control.
 AD8112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8112.See file dsdata.txt to determine how the superseded data were derived.
 AD8112
 AD8112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5597090779(NAD 83)
 AD8112_MARKER: F = FLANGE-ENCASED ROD
 AD8112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8112_SP_SET: STAINLESS STEEL ROD
 AD8112_STAMPING: A 409 X 1992
 AD8112_MARK LOGO: NGS   
 AD8112_PROJECTION: FLUSH
 AD8112_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8112+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AD8112_ROD/PIPE-DEPTH:  5.3 meters
 AD8112
 AD8112  HISTORY     - Date     Condition        Report By
 AD8112  HISTORY     - 1992     MONUMENTED       NGS
 AD8112  HISTORY     - 20011212 GOOD             NGS
 AD8112  HISTORY     - 20020302 GOOD             MAPTEC
 AD8112  HISTORY     - 20020528 GOOD             MAPTEC
 AD8112  HISTORY     - 20030930 GOOD             FLDEP
 AD8112  HISTORY     - 20050603 GOOD             FLDEP
 AD8112  HISTORY     - 20050831 GOOD             WEIDEN
 AD8112
 AD8112                          STATION DESCRIPTION
 AD8112
 AD8112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8112'1.0 KM (0.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8112'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), 14.2 M (46.6
 AD8112'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 AD8112'8.4 M (27.6 FT) EAST OF THE CENTER OF A PAVED ROAD, 1.1 M (3.6 FT)
 AD8112'NORTH OF A WITNESS POST AND A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE
 AD8112'LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF THE FENCE.
 AD8112'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AD8112
 AD8112                          STATION RECOVERY (2001)
 AD8112
 AD8112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD8112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD8112
 AD8112                          STATION RECOVERY (2002)
 AD8112
 AD8112'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD8112'RECOVERED AS DESCRIBED
 AD8112' 
 AD8112' 
 AD8112'
 AD8112
 AD8112                          STATION RECOVERY (2002)
 AD8112
 AD8112'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8112'STATION RECOVERY (2002)
 AD8112'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AD8112'RECOVERED AS DESCRIBED.
 AD8112' 
 AD8112'
 AD8112
 AD8112                          STATION RECOVERY (2003)
 AD8112
 AD8112'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AD8112'RECOVERED AS DESCRIBED.
 AD8112' 
 AD8112'
 AD8112
 AD8112                          STATION RECOVERY (2005)
 AD8112
 AD8112'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AD8112'RECOVERED AS DESCRIBED.
 AD8112
 AD8112                          STATION RECOVERY (2005)
 AD8112
 AD8112'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AD8112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0596 ***********************************************************************
 AR0596  DESIGNATION -  A 41
 AR0596  PID         -  AR0596
 AR0596  STATE/COUNTY-  FL/ALACHUA
 AR0596  USGS QUAD   -  HAWTHORNE (1984)
 AR0596
 AR0596                         *CURRENT SURVEY CONTROL
 AR0596  ___________________________________________________________________
 AR0596* NAD 83(1986)-  29 34 55.     (N)    082 05 20.     (W)     SCALED    
 AR0596* NAVD 88     -        35.703  (meters)     117.14   (feet)  ADJUSTED  
 AR0596  ___________________________________________________________________
 AR0596  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0596  DYNAMIC HT  -          35.654 (meters)     116.97  (feet)  COMP
 AR0596  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AR0596
 AR0596  VERT ORDER  -  SECOND    CLASS 0
 AR0596
 AR0596.The horizontal coordinates were scaled from a topographic map and have
 AR0596.an estimated accuracy of +/- 6 seconds.
 AR0596
 AR0596.The orthometric height was determined by differential leveling
 AR0596.and adjusted by the National Geodetic Survey in June 1991..
 AR0596
 AR0596.The geoid height was determined by GEOID03.
 AR0596
 AR0596.The dynamic height is computed by dividing the NAVD 88
 AR0596.geopotential number by the normal gravity value computed on the
 AR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0596.degrees latitude (g = 980.6199 gals.).
 AR0596
 AR0596.The modeled gravity was interpolated from observed gravity values.
 AR0596
 AR0596;                    North         East    Units  Estimated Accuracy
 AR0596;SPC FL N     -    66,980.      833,590.      MT  (+/- 180 meters Scaled)
 AR0596
 AR0596                          SUPERSEDED SURVEY CONTROL
 AR0596
 AR0596  NGVD 29 (??/??/92)   35.973  (m)          118.02   (f) ADJ UNCH    2 0
 AR0596
 AR0596.Superseded values are not recommended for survey control.
 AR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0596.See file dsdata.txt to determine how the superseded data were derived.
 AR0596
 AR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN945729(NAD 83)
 AR0596_MARKER: DB = BENCH MARK DISK
 AR0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0596_STAMPING: A 41
 AR0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0596+STABILITY: SURFACE MOTION
 AR0596
 AR0596  HISTORY     - Date     Condition        Report By
 AR0596  HISTORY     - UNK      MONUMENTED       FLGS
 AR0596  HISTORY     - 1959     MARK NOT FOUND   NGS
 AR0596
 AR0596                          STATION DESCRIPTION
 AR0596
 AR0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AR0596'0.5 MI N FROM HAWTHORNE.
 AR0596'0.5 MILE SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AR0596'ATLANTIC COAST LINE RAILROAD STATION AT HAWTHORNE, ALACHUA
 AR0596'COUNTY, 175 YARDS SOUTH OF A STATION SIGN, 35.3 FEET EAST OF
 AR0596'THE EAST RAIL, AND 21.5 FEET WEST OF THE CENTERLINE OF U.S.
 AR0596'HIGHWAY 301.  A STATE SURVEY STANDARD DISK, STAMPED A 41 AND
 AR0596'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6111 ***********************************************************************
 AL6111  DESIGNATION -  A 41
 AL6111  PID         -  AL6111
 AL6111  STATE/COUNTY-  FL/HERNANDO
 AL6111  USGS QUAD   -  BROOKSVILLE NW (1988)
 AL6111
 AL6111                         *CURRENT SURVEY CONTROL
 AL6111  ___________________________________________________________________
 AL6111* NAD 83(1986)-  28 38 56.     (N)    082 23 20.     (W)     SCALED    
 AL6111* NAVD 88     -        26.352  (meters)      86.46   (feet)  POSTED    
 AL6111  ___________________________________________________________________
 AL6111  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AL6111  DYNAMIC HT  -          26.310 (meters)      86.32  (feet)  COMP
 AL6111  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 AL6111
 AL6111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL6111
 AL6111.The horizontal coordinates were scaled from a topographic map and have
 AL6111.an estimated accuracy of +/- 6 seconds.
 AL6111
 AL6111.The orthometric height was determined by differential leveling
 AL6111.and adjusted by the National Geodetic Survey in 1992..
 AL6111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL6111.rate of 0.0 thru 1.0 mm/km.
 AL6111
 AL6111.The geoid height was determined by GEOID03.
 AL6111
 AL6111.The dynamic height is computed by dividing the NAVD 88
 AL6111.geopotential number by the normal gravity value computed on the
 AL6111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6111.degrees latitude (g = 980.6199 gals.).
 AL6111
 AL6111.The modeled gravity was interpolated from observed gravity values.
 AL6111
 AL6111;                    North         East    Units  Estimated Accuracy
 AL6111;SPC FL W     -   478,180.      161,980.      MT  (+/- 180 meters Scaled)
 AL6111
 AL6111                          SUPERSEDED SURVEY CONTROL
 AL6111
 AL6111  NGVD 29 (??/??/92)   26.57   (m)           87.2    (f) COMPUTED    1 2
 AL6111
 AL6111.Superseded values are not recommended for survey control.
 AL6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6111.See file dsdata.txt to determine how the superseded data were derived.
 AL6111
 AL6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM642698(NAD 83)
 AL6111_MARKER: DB = BENCH MARK DISK
 AL6111_SETTING: 0 = UNSPECIFIED SETTING
 AL6111_STAMPING: A 41 1933 87.250
 AL6111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6111
 AL6111  HISTORY     - Date     Condition        Report By
 AL6111  HISTORY     - 1933     MONUMENTED       CGS
 AL6111  HISTORY     - 1958     MARK NOT FOUND   NGS
 AL6111  HISTORY     - 1966     MARK NOT FOUND   NGS
 AL6111
 AL6111                          STATION DESCRIPTION
 AL6111
 AL6111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6111'7.7 MI N FROM BROOKSVILLE.
 AL6111'7.7 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AL6111'STATION AT BROOKSVILLE, ABOUT 500 FEET SOUTH OF MILEPOST 790,
 AL6111'AT AN OILED-ROAD CROSSING, 16.2 FEET NORTH OF THE CENTERLINE
 AL6111'OF THE ROAD, AND 8.2 FEET EAST OF THE EAST RAIL.  NOTE-- IT
 AL6111'HAS PROBABLY BEEN DESTROYED BY RAILROAD GRADING.
 AL6111
 AL6111                          STATION RECOVERY (1966)
 AL6111
 AL6111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AL6111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4755 ***********************************************************************
 AC4755  DESIGNATION -  A 410 X
 AC4755  PID         -  AC4755
 AC4755  STATE/COUNTY-  FL/MIAMI-DADE
 AC4755  USGS QUAD   -  LONG ISLAND (1973)
 AC4755
 AC4755                         *CURRENT SURVEY CONTROL
 AC4755  ___________________________________________________________________
 AC4755* NAD 83(1999)-  25 45 43.40967(N)    080 40 26.37429(W)     ADJUSTED  
 AC4755* NAVD 88     -         3.944  (meters)      12.94   (feet)  ADJUSTED  
 AC4755  ___________________________________________________________________
 AC4755  X           -     931,442.776 (meters)                     COMP
 AC4755  Y           -  -5,671,837.659 (meters)                     COMP
 AC4755  Z           -   2,755,336.382 (meters)                     COMP
 AC4755  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AC4755  ELLIP HEIGHT-         -20.33  (meters)          (12/12/02) GPS OBS
 AC4755  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AC4755  DYNAMIC HT  -           3.938 (meters)      12.92  (feet)  COMP
 AC4755  MODELED GRAV-     979,028.8   (mgal)                       NAVD 88
 AC4755
 AC4755  HORZ ORDER  -  FIRST
 AC4755  VERT ORDER  -  FIRST     CLASS II
 AC4755  ELLP ORDER  -  FOURTH    CLASS I
 AC4755
 AC4755.The horizontal coordinates were established by GPS observations
 AC4755.and adjusted by the National Geodetic Survey in December 2002..
 AC4755
 AC4755.The orthometric height was determined by differential leveling
 AC4755.and adjusted by the National Geodetic Survey in September 1992..
 AC4755
 AC4755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4755
 AC4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4755
 AC4755.The ellipsoidal height was determined by GPS observations
 AC4755.and is referenced to NAD 83.
 AC4755
 AC4755.The geoid height was determined by GEOID03.
 AC4755
 AC4755.The dynamic height is computed by dividing the NAVD 88
 AC4755.geopotential number by the normal gravity value computed on the
 AC4755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4755.degrees latitude (g = 980.6199 gals.).
 AC4755
 AC4755.The modeled gravity was interpolated from observed gravity values.
 AC4755
 AC4755;                    North         East     Units Scale Factor Converg.
 AC4755;SPC FL E     -   158,296.178   232,702.748   MT  0.99995438   +0 08 30.1
 AC4755;SPC FL E     -   519,343.38    763,458.93   sFT  0.99995438   +0 08 30.1
 AC4755;UTM  17      - 2,849,374.150   532,691.590   MT  0.99961320   +0 08 30.1
 AC4755
 AC4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4755!SPC FL E     -   1.00000319  x   0.99995438  =   0.99995757
 AC4755!UTM  17      -   1.00000319  x   0.99961320  =   0.99961639
 AC4755
 AC4755                          SUPERSEDED SURVEY CONTROL
 AC4755
 AC4755  NAVD 88 (12/12/02)    3.94   (m)           12.9    (f) LEVELING    3  
 AC4755  NGVD 29 (09/01/92)    4.412  (m)           14.47   (f) ADJUSTED    1 2
 AC4755
 AC4755.Superseded values are not recommended for survey control.
 AC4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4755.See file dsdata.txt to determine how the superseded data were derived.
 AC4755
 AC4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3269249374(NAD 83)
 AC4755_MARKER: DV = VERTICAL CONTROL DISK
 AC4755_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC4755_SP_SET: RETAINING WALL
 AC4755_STAMPING: A 410 X 1992
 AC4755_MARK LOGO: NGS   
 AC4755_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4755+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC4755
 AC4755  HISTORY     - Date     Condition        Report By
 AC4755  HISTORY     - 1992     MONUMENTED       NGS
 AC4755  HISTORY     - 20011010 GOOD             LDBLS
 AC4755  HISTORY     - 2002     GOOD             MAPTEC
 AC4755
 AC4755                          STATION DESCRIPTION
 AC4755
 AC4755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4755'37.1 KM (23.05 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC4755'OFFICE IN WEST MIAMI, IN TOP OF AND 0.6 M (2.0 FT) EAST OF THE WEST
 AC4755'END OF THE ABUTMENT AT FLOOD GATE NUMBER S 333, 76.0 M (249.3 FT)
 AC4755'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.6 M (24.9 FT) WEST OF
 AC4755'AND LEVEL WITH THE CENTER OF A ROAD.
 AC4755
 AC4755                          STATION RECOVERY (2001)
 AC4755
 AC4755'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC4755'THE MARK IS ABOUT 124.3 KM (77.21 MI) SOUTHEAST OF NAPLES, ABOUT 37.4
 AC4755'KM (23.23
 AC4755'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AC4755'DEPARTMENT
 AC4755'OF TRANSPORTATION.
 AC4755' 
 AC4755'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC4755'TRAIL) AND
 AC4755'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AC4755'WEST ON
 AC4755'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AC4755'WITH STATE
 AC4755'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AC4755'JUNCTION
 AC4755'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AC4755'THE PAVED
 AC4755'ROAD 0.1 KM (0.04 MI) TO THE NORTH END OF WEIR STRUCTURE S333 AND THE
 AC4755'STATION
 AC4755'ON THE LEFT.
 AC4755' 
 AC4755'THE MARK IS 65.71 M (215.6 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 AC4755'41, 7.50
 AC4755'M (24.6 FT) WEST OF THE CENTERLINE OF THE CONCRETE BRIDGE, 1.77 M (5.8
 AC4755'FT) WEST
 AC4755'OF THE WEST EDGE OF THE VERTICAL GATE SUPPORT, 0.43 M (1.4 FT) NORTH
 AC4755'OF THE
 AC4755'SOUTH EDGE OF A RETAINING WALL, 0.30 M (1.0 FT) SOUTH OF THE NORTH
 AC4755'EDGE OF A
 AC4755'RETAINING WALL, AND 0.24 M (0.8 FT) NORTH OF A CHAINLINK FENCE. THE
 AC4755'MARK IS A
 AC4755'DISK SET FLUSH WITH THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AC4755'RETAINING
 AC4755'WALL BEHIND THE VERTICAL CONCRETE WEIR SUPPORT.
 AC4755' 
 AC4755'
 AC4755
 AC4755                          STATION RECOVERY (2002)
 AC4755
 AC4755'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4755'THE MARK IS ABOUT 124.3 KM (77.21 MI) SOUTHEAST OF NAPLES, ABOUT 37.4
 AC4755'KM (23.23
 AC4755'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AC4755'DEPARTMENT
 AC4755'OF TRANSPORTATION.
 AC4755' 
 AC4755'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC4755'TRAIL) AND
 AC4755'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AC4755'WEST ON
 AC4755'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AC4755'WITH STATE
 AC4755'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 19.3 KM (12.0 MI) TO THE
 AC4755'JUNCTION
 AC4755'WITH A PAVED ROAD LEADING NORTH TO WEIR STRUCTURE S333, GO NORTH ON
 AC4755'THE PAVED
 AC4755'ROAD 0.1 KM (0.04 MI) TO THE NORTH END OF WEIR STRUCTURE S333 AND THE
 AC4755'STATION
 AC4755'ON THE LEFT.
 AC4755' 
 AC4755'THE MARK IS 65.71 M (215.6 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 AC4755'41, 7.50
 AC4755'M (24.6 FT) WEST OF THE CENTERLINE OF THE CONCRETE BRIDGE, 1.77 M (5.8
 AC4755'FT) WEST
 AC4755'OF THE WEST EDGE OF THE VERTICAL GATE SUPPORT, 0.43 M (1.4 FT) NORTH
 AC4755'OF THE
 AC4755'SOUTH EDGE OF A RETAINING WALL, 0.30 M (1.0 FT) SOUTH OF THE NORTH
 AC4755'EDGE OF A
 AC4755'RETAINING WALL, AND 0.24 M (0.8 FT) NORTH OF A CHAINLINK FENCE. THE
 AC4755'MARK IS A
 AC4755'DISK SET FLUSH WITH THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AC4755'RETAINING
 AC4755'WALL BEHIND THE VERTICAL CONCRETE WEIR SUPPORT.
 AC4755' 
 AC4755' 
 AC4755'STATION RECOVERY (2002)
 AC4755' 
 AC4755'RECIVERY NOTE BY MAPTECH , INCORPORATED 2002 (CP)
 AC4755'RECOVERED   AS DESCRIBED.
 AC4755' 
 AC4755'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6656 ***********************************************************************
 DE6656  DESIGNATION -  A 411
 DE6656  PID         -  DE6656
 DE6656  STATE/COUNTY-  FL/BRADFORD
 DE6656  USGS QUAD   -  LAWTEY (1993)
 DE6656
 DE6656                         *CURRENT SURVEY CONTROL
 DE6656  ___________________________________________________________________
 DE6656* NAD 83(1986)-  30 03 57.     (N)    082 06 29.     (W)     SCALED    
 DE6656* NAVD 88     -        44.176  (meters)     144.93   (feet)  ADJUSTED  
 DE6656  ___________________________________________________________________
 DE6656  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DE6656  DYNAMIC HT  -          44.117 (meters)     144.74  (feet)  COMP
 DE6656  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 DE6656
 DE6656  VERT ORDER  -  SECOND    CLASS I
 DE6656
 DE6656.The horizontal coordinates were scaled from a topographic map and have
 DE6656.an estimated accuracy of +/- 6 seconds.
 DE6656
 DE6656.The orthometric height was determined by differential leveling
 DE6656.and adjusted by the National Geodetic Survey in July 2004..
 DE6656.No vertical observational check was made to the station.
 DE6656
 DE6656.The geoid height was determined by GEOID03.
 DE6656
 DE6656.The dynamic height is computed by dividing the NAVD 88
 DE6656.geopotential number by the normal gravity value computed on the
 DE6656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6656.degrees latitude (g = 980.6199 gals.).
 DE6656
 DE6656.The modeled gravity was interpolated from observed gravity values.
 DE6656
 DE6656;                    North         East    Units  Estimated Accuracy
 DE6656;SPC FL N     -   120,560.      830,610.      MT  (+/- 180 meters Scaled)
 DE6656
 DE6656                          SUPERSEDED SURVEY CONTROL
 DE6656
 DE6656.No superseded survey control is available for this station.
 DE6656
 DE6656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP931265(NAD 83)
 DE6656_MARKER: DV = VERTICAL CONTROL DISK
 DE6656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6656_STAMPING: A 411 1992
 DE6656_MARK LOGO: NGS   
 DE6656_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6656+STABILITY: SURFACE MOTION
 DE6656
 DE6656  HISTORY     - Date     Condition        Report By
 DE6656  HISTORY     - 1992     MONUMENTED       FLDNR
 DE6656
 DE6656                          STATION DESCRIPTION
 DE6656
 DE6656'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 DE6656'THE MARK IS ABOUT 3.0 MI (4.8 KM) NORTHWEST OF LAWTEY IN SECTION 16, T
 DE6656'5 S, R 22 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301
 DE6656'AND STATE ROAD 125 AT LAWTEY, GO WEST ON STATE ROAD 125 FOR 2.8 MI
 DE6656'(4.5 KM) TO NORTHWEST 24TH STREET AND THE MARK ON THE LEFT. LOCATED
 DE6656'48.0 FT (14.6 M) NORTHEAST OF THE CENTERLINE OF STATE ROAD 125, 25.5
 DE6656'FT (7.8 M) EAST-SOUTHEAST OF A TELEPHONE CABLE BOX, 19.3 FT (5.9 M)
 DE6656'SOUTHEAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY AND 5.0 FT (1.5 M)
 DE6656'SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8179 ***********************************************************************
 AD8179  DESIGNATION -  A 411 X
 AD8179  PID         -  AD8179
 AD8179  STATE/COUNTY-  FL/PALM BEACH
 AD8179  USGS QUAD   -  PALM BEACH (1983)
 AD8179
 AD8179                         *CURRENT SURVEY CONTROL
 AD8179  ___________________________________________________________________
 AD8179* NAD 83(1986)-  26 40 33.     (N)    080 04 00.     (W)     SCALED    
 AD8179* NAVD 88     -        11.894  (meters)      39.02   (feet)  ADJUSTED  
 AD8179  ___________________________________________________________________
 AD8179  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AD8179  DYNAMIC HT  -          11.876 (meters)      38.96  (feet)  COMP
 AD8179  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 AD8179
 AD8179  VERT ORDER  -  FIRST     CLASS II
 AD8179
 AD8179.The horizontal coordinates were scaled from a topographic map and have
 AD8179.an estimated accuracy of +/- 6 seconds.
 AD8179
 AD8179.The orthometric height was determined by differential leveling
 AD8179.and adjusted by the National Geodetic Survey in September 1992..
 AD8179
 AD8179.The geoid height was determined by GEOID03.
 AD8179
 AD8179.The dynamic height is computed by dividing the NAVD 88
 AD8179.geopotential number by the normal gravity value computed on the
 AD8179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8179.degrees latitude (g = 980.6199 gals.).
 AD8179
 AD8179.The modeled gravity was interpolated from observed gravity values.
 AD8179
 AD8179;                    North         East    Units  Estimated Accuracy
 AD8179;SPC FL E     -   259,830.      292,900.      MT  (+/- 180 meters Scaled)
 AD8179
 AD8179                          SUPERSEDED SURVEY CONTROL
 AD8179
 AD8179  NGVD 29 (09/01/92)   12.357  (m)           40.54   (f) ADJUSTED    1 2
 AD8179
 AD8179.Superseded values are not recommended for survey control.
 AD8179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8179.See file dsdata.txt to determine how the superseded data were derived.
 AD8179
 AD8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK928508(NAD 83)
 AD8179_MARKER: DB = BENCH MARK DISK
 AD8179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8179_SP_SET: ABUTMENT
 AD8179_STAMPING: A 411 X 1992
 AD8179_MARK LOGO: NGS   
 AD8179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8179+STABILITY: POSITION/ELEVATION WELL
 AD8179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8179+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 AD8179
 AD8179  HISTORY     - Date     Condition        Report By
 AD8179  HISTORY     - 1992     MONUMENTED       NGS
 AD8179  HISTORY     - 20011110 GOOD             USPSQD
 AD8179  HISTORY     - 20030304 GOOD             USPSQD
 AD8179  HISTORY     - 20040417 GOOD             USPSQD
 AD8179  HISTORY     - 20050423 GOOD             USPSQD
 AD8179
 AD8179                          STATION DESCRIPTION
 AD8179
 AD8179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8179'IN WEST PALM BEACH, AT THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 AD8179'U.S. HIGHWAY 98 (SOUTHERN BOULEVARD), SET VERTICALLY IN THE SOUTH
 AD8179'FACE OF THE EAST CONCRETE ABUTMENT OF A U.S. HIGHWAY OVERPASS OF THE
 AD8179'INTERSTATE HIGHWAY, 25.8 M (84.6 FT) EAST OF THE CENTER OF THE
 AD8179'NORTHBOUND LANES OF THE INTERSTATE HIGHWAY, 15.4 M (50.5 FT) SOUTH OF
 AD8179'AND LEVEL WITH THE CENTERLINE OF THE STATE HIGHWAY, AND 1.7 M (5.6
 AD8179'FT) WEST OF THE EAST END OF THE ABUTMENT.
 AD8179
 AD8179                          STATION RECOVERY (2001)
 AD8179
 AD8179'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD8179'RECOVERED IN GOOD CONDITION.
 AD8179
 AD8179                          STATION RECOVERY (2003)
 AD8179
 AD8179'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8179'RECOVERED IN GOOD CONDITION.
 AD8179
 AD8179                          STATION RECOVERY (2004)
 AD8179
 AD8179'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8179'RECOVERED IN GOOD CONDITION.
 AD8179
 AD8179                          STATION RECOVERY (2005)
 AD8179
 AD8179'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8179'ONGOING CONSTRUCTION ON BRIDGE.  MAY NOT SURVIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8265 ***********************************************************************
 AD8265  DESIGNATION -  A 413
 AD8265  PID         -  AD8265
 AD8265  STATE/COUNTY-  FL/HENDRY
 AD8265  USGS QUAD   -  GOODNO (1973)
 AD8265
 AD8265                         *CURRENT SURVEY CONTROL
 AD8265  ___________________________________________________________________
 AD8265* NAD 83(1986)-  26 46 05.     (N)    081 21 30.     (W)     SCALED    
 AD8265* NAVD 88     -         5.498  (meters)      18.04   (feet)  ADJUSTED  
 AD8265  ___________________________________________________________________
 AD8265  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AD8265  DYNAMIC HT  -           5.489 (meters)      18.01  (feet)  COMP
 AD8265  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AD8265
 AD8265  VERT ORDER  -  FIRST     CLASS II
 AD8265
 AD8265.The horizontal coordinates were scaled from a topographic map and have
 AD8265.an estimated accuracy of +/- 6 seconds.
 AD8265
 AD8265.The orthometric height was determined by differential leveling
 AD8265.and adjusted by the National Geodetic Survey in September 1992..
 AD8265
 AD8265.The geoid height was determined by GEOID03.
 AD8265
 AD8265.The dynamic height is computed by dividing the NAVD 88
 AD8265.geopotential number by the normal gravity value computed on the
 AD8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8265.degrees latitude (g = 980.6199 gals.).
 AD8265
 AD8265.The modeled gravity was interpolated from observed gravity values.
 AD8265
 AD8265;                    North         East    Units  Estimated Accuracy
 AD8265;SPC FL E     -   269,760.      164,360.      MT  (+/- 180 meters Scaled)
 AD8265
 AD8265                          SUPERSEDED SURVEY CONTROL
 AD8265
 AD8265  NGVD 29 (09/01/92)    5.888  (m)           19.32   (f) ADJUSTED    1 2
 AD8265
 AD8265.Superseded values are not recommended for survey control.
 AD8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8265.See file dsdata.txt to determine how the superseded data were derived.
 AD8265
 AD8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK643607(NAD 83)
 AD8265_MARKER: I = METAL ROD
 AD8265_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8265_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD8265_STAMPING: A 413 1992
 AD8265_MARK LOGO: NGS   
 AD8265_PROJECTION: FLUSH
 AD8265_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8265+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8265_ROD/PIPE-DEPTH: 22.3 meters
 AD8265_SLEEVE-DEPTH  : 0.9 meters
 AD8265
 AD8265  HISTORY     - Date     Condition        Report By
 AD8265  HISTORY     - 1992     MONUMENTED       NGS
 AD8265  HISTORY     - 20050719 MARK NOT FOUND   INDIV
 AD8265
 AD8265                          STATION DESCRIPTION
 AD8265
 AD8265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8265'8.0 KM (4.95 MI) EASTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD8265'COURTHOUSE IN LA BELLE, 23.3 M (76.4 FT) SOUTH OF THE CENTER OF THE
 AD8265'HIGHWAY, 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF GARDEN ROAD, 0.5 M
 AD8265'(1.6 FT) WEST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 AD8265'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8265'LOGO CAP.
 AD8265
 AD8265                          STATION RECOVERY (2005)
 AD8265
 AD8265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CGC)
 AD8265'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8245 ***********************************************************************
 AD8245  DESIGNATION -  A 414
 AD8245  PID         -  AD8245
 AD8245  STATE/COUNTY-  FL/PALM BEACH
 AD8245  USGS QUAD   -  BELLE GLADE (1984)
 AD8245
 AD8245                         *CURRENT SURVEY CONTROL
 AD8245  ___________________________________________________________________
 AD8245* NAD 83(1986)-  26 41 31.     (N)    080 43 22.     (W)     SCALED    
 AD8245* NAVD 88     -        11.906  (meters)      39.06   (feet)  ADJUSTED  
 AD8245  ___________________________________________________________________
 AD8245  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AD8245  DYNAMIC HT  -          11.887 (meters)      39.00  (feet)  COMP
 AD8245  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 AD8245
 AD8245  VERT ORDER  -  SECOND    CLASS I
 AD8245
 AD8245.The horizontal coordinates were scaled from a topographic map and have
 AD8245.an estimated accuracy of +/- 6 seconds.
 AD8245
 AD8245.The orthometric height was determined by differential leveling
 AD8245.and adjusted by the National Geodetic Survey in September 2001..
 AD8245.WARNING-Repeat measurements at this control monument indicate possible
 AD8245.vertical movement.
 AD8245
 AD8245.The geoid height was determined by GEOID03.
 AD8245
 AD8245.The dynamic height is computed by dividing the NAVD 88
 AD8245.geopotential number by the normal gravity value computed on the
 AD8245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8245.degrees latitude (g = 980.6199 gals.).
 AD8245
 AD8245.The modeled gravity was interpolated from observed gravity values.
 AD8245
 AD8245;                    North         East    Units  Estimated Accuracy
 AD8245;SPC FL E     -   261,300.      227,590.      MT  (+/- 180 meters Scaled)
 AD8245
 AD8245                          SUPERSEDED SURVEY CONTROL
 AD8245
 AD8245  NAVD 88 (09/04/92)   11.911  (m)           39.08   (f) UNKNOWN     1 2
 AD8245  NGVD 29 (09/01/92)   12.341  (m)           40.49   (f) ADJUSTED    1 2
 AD8245
 AD8245.Superseded values are not recommended for survey control.
 AD8245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8245.See file dsdata.txt to determine how the superseded data were derived.
 AD8245
 AD8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK275523(NAD 83)
 AD8245_MARKER: F = FLANGE-ENCASED ROD
 AD8245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8245_SP_SET: STAINLESS STEEL ROD
 AD8245_STAMPING: A 414 1992
 AD8245_MARK LOGO: NGS   
 AD8245_PROJECTION: FLUSH
 AD8245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8245+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2000
 AD8245_ROD/PIPE-DEPTH: 12.0 meters
 AD8245
 AD8245  HISTORY     - Date     Condition        Report By
 AD8245  HISTORY     - 1992     MONUMENTED       NGS
 AD8245  HISTORY     - 20000328 GOOD             FLDEP
 AD8245
 AD8245                          STATION DESCRIPTION
 AD8245
 AD8245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8245'8.9 KM (5.55 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 AD8245'STATE HIGHWAY 880 IN BELLE GLADE, THENCE 0.4 KM (0.25 MI) NORTHERLY
 AD8245'ALONG A PAVED ROAD TO THE TOP OF THE LAKE OKEECHOBEE LEVEE, THENCE
 AD8245'1.4 KM (0.85 MI) NORTHERLY ALONG A LEVEE ROAD, 1.0 KM (0.60 MI)
 AD8245'SOUTHWEST OF PUMPING STATION NUMBER 2 AT THE HILLSBORO CANAL, ON THE
 AD8245'EXTENDED CENTER OF A CANAL LEADING SOUTHEAST, 5.5 M (18.0 FT)
 AD8245'NORTHWEST OF THE CENTER OF THE ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL
 AD8245'OF THE ROAD, AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST.
 AD8245'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AD8245
 AD8245                          STATION RECOVERY (2000)
 AD8245
 AD8245'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AD8245'THE MARK IS ABOUT 15.3 MI (24.6 KM) SOUTHWEST OF CANAL POINT, 4.0 MI
 AD8245'(6.4 KM) WEST OF BELLE GLADE, 2.1 MI (3.4 KM) NORTHWEST OF SOUTH BAY,
 AD8245'0.6 MI (1.0 KM) SOUTHWEST OF PUMPING STATION NUMBER 2, ON THE EAST
 AD8245'SIDE OF LAKE OKEECHOBEE, IN ESTIMATED SECTION 2, TOWNSHIP 43 SOUTH,
 AD8245'RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27
 AD8245'AND STATE ROAD 80 IN SOUTH BAY, GO NORTHERLY ON U.S. HIGHWAY 27 FOR
 AD8245'1.6 MI (2.6 KM) TO THE JUNCTION OF A PAVED LEVEE ROAD ON THE RIGHT,
 AD8245'TURN RIGHT ON THE PAVED LEVEE ROAD AND GO NORTHEAST FOR 0.15 MI (0.24
 AD8245'KM) TO THE ENTRANCE TO THE CITY OF SOUTH BAY MUNICIPAL BOAT RAMP ON
 AD8245'THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND GO NORTH UPHILL FOR 0.05
 AD8245'MI (0.08 KM) TO THE TOP OF THE LAKE OKEECHOBEE LEVEE ROAD, TURN RIGHT
 AD8245'ON THE LEVEE ROAD AND GO NORTHEAST FOR ABOUT 80.0 FT (24.4 M) TO A
 AD8245'LOCKED GATE ACROSS THE LEVEE ROAD, PASSING THRU THE LOCKED GATE
 AD8245'CONTINUE NORTHEAST ON THE LEVEE ROAD FOR 0.75 MI (1.21 KM) TO THE
 AD8245'JUNCTION OF A FARM DITCH LEADING SOUTHEAST AND THE MARK ON THE LEFT, A
 AD8245'STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP FLUSH
 AD8245'WITH THE GROUND AND 3.0 FT (0.9 M) BELOW THE LEVEL OF THE LEVEE ROAD,
 AD8245'THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AD8245'NGS LOGO CAP. LOCATED 18.0 FT (5.5 M) NORTHWEST OF THE APPROXIMATE
 AD8245'CENTERLINE OF THE LEVEE ROAD, 1.3 FT (0.4 M) NORTHEAST OF A 2-INCH PVC
 AD8245'PIPE, 1.2 FT (0.4 M) SOUTHWEST OF A 2-INCH PVC PIPE AND 0.8 FT (24.4
 AD8245'CM) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM
 AD8245'POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8284 ***********************************************************************
 AD8284  DESIGNATION -  A 415
 AD8284  PID         -  AD8284
 AD8284  STATE/COUNTY-  FL/HENDRY
 AD8284  USGS QUAD   -  SEARS (1973)
 AD8284
 AD8284                         *CURRENT SURVEY CONTROL
 AD8284  ___________________________________________________________________
 AD8284* NAD 83(1986)-  26 44 08.     (N)    081 28 27.     (W)     SCALED    
 AD8284* NAVD 88     -         3.391  (meters)      11.13   (feet)  ADJUSTED  
 AD8284  ___________________________________________________________________
 AD8284  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AD8284  DYNAMIC HT  -           3.386 (meters)      11.11  (feet)  COMP
 AD8284  MODELED GRAV-     979,088.2   (mgal)                       NAVD 88
 AD8284
 AD8284  VERT ORDER  -  FIRST     CLASS II
 AD8284
 AD8284.The horizontal coordinates were scaled from a topographic map and have
 AD8284.an estimated accuracy of +/- 6 seconds.
 AD8284
 AD8284.The orthometric height was determined by differential leveling
 AD8284.and adjusted by the National Geodetic Survey in September 1992..
 AD8284
 AD8284.The geoid height was determined by GEOID03.
 AD8284
 AD8284.The dynamic height is computed by dividing the NAVD 88
 AD8284.geopotential number by the normal gravity value computed on the
 AD8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8284.degrees latitude (g = 980.6199 gals.).
 AD8284
 AD8284.The modeled gravity was interpolated from observed gravity values.
 AD8284
 AD8284;                    North         East    Units  Estimated Accuracy
 AD8284;SPC FL E     -   266,190.      152,830.      MT  (+/- 180 meters Scaled)
 AD8284
 AD8284                          SUPERSEDED SURVEY CONTROL
 AD8284
 AD8284  NGVD 29 (09/01/92)    3.779  (m)           12.40   (f) ADJUSTED    1 2
 AD8284
 AD8284.Superseded values are not recommended for survey control.
 AD8284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8284.See file dsdata.txt to determine how the superseded data were derived.
 AD8284
 AD8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK528572(NAD 83)
 AD8284_MARKER: I = METAL ROD
 AD8284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8284_SP_SET: STAINLESS STEEL ROD
 AD8284_STAMPING: A 415 1992
 AD8284_MARK LOGO: NGS   
 AD8284_PROJECTION: FLUSH
 AD8284_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8284+STABILITY: POSITION/ELEVATION WELL
 AD8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8284+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8284_ROD/PIPE-DEPTH: 13.9 meters
 AD8284
 AD8284  HISTORY     - Date     Condition        Report By
 AD8284  HISTORY     - 1992     MONUMENTED       NGS
 AD8284  HISTORY     - 20050725 GOOD             INDIV
 AD8284
 AD8284                          STATION DESCRIPTION
 AD8284
 AD8284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8284'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD8284'COURTHOUSE IN LA BELLE, 58.4 M (191.6 FT) SOUTHWEST OF THE CENTER OF
 AD8284'AN ENTRANCE ROAD TO GRANDMAS GROVE RV PARK, 19.9 M (65.3 FT)
 AD8284'NORTHEAST OF THE NORTHWEST END OF A PIPE CULVERT, 16.9 M (55.4 FT)
 AD8284'NORTHWEST OF THE CENTER OF THE HIGHWAY, 1.4 M (4.6 FT) SOUTHWEST OF A
 AD8284'UTILITY POLE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7
 AD8284'M (2.3 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AD8284'POINT IS THROUGH A 5-INCH LOGO CAP.
 AD8284
 AD8284                          STATION RECOVERY (2005)
 AD8284
 AD8284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CGC)
 AD8284'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8314 ***********************************************************************
 AD8314  DESIGNATION -  A 416
 AD8314  PID         -  AD8314
 AD8314  STATE/COUNTY-  FL/LEE
 AD8314  USGS QUAD   -  FORT MYERS SE (1987)
 AD8314
 AD8314                         *CURRENT SURVEY CONTROL
 AD8314  ___________________________________________________________________
 AD8314* NAD 83(1986)-  26 34 05.     (N)    081 52 21.     (W)     SCALED    
 AD8314* NAVD 88     -         2.849  (meters)       9.35   (feet)  ADJUSTED  
 AD8314  ___________________________________________________________________
 AD8314  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AD8314  DYNAMIC HT  -           2.845 (meters)       9.33  (feet)  COMP
 AD8314  MODELED GRAV-     979,067.5   (mgal)                       NAVD 88
 AD8314
 AD8314  VERT ORDER  -  FIRST     CLASS II
 AD8314
 AD8314.The horizontal coordinates were scaled from a topographic map and have
 AD8314.an estimated accuracy of +/- 6 seconds.
 AD8314
 AD8314.The orthometric height was determined by differential leveling
 AD8314.and adjusted by the National Geodetic Survey in September 1992..
 AD8314
 AD8314.The geoid height was determined by GEOID03.
 AD8314
 AD8314.The dynamic height is computed by dividing the NAVD 88
 AD8314.geopotential number by the normal gravity value computed on the
 AD8314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8314.degrees latitude (g = 980.6199 gals.).
 AD8314
 AD8314.The modeled gravity was interpolated from observed gravity values.
 AD8314
 AD8314;                    North         East    Units  Estimated Accuracy
 AD8314;SPC FL W     -   247,550.      212,700.      MT  (+/- 180 meters Scaled)
 AD8314
 AD8314                          SUPERSEDED SURVEY CONTROL
 AD8314
 AD8314  NGVD 29 (09/01/92)    3.209  (m)           10.53   (f) ADJUSTED    1 2
 AD8314
 AD8314.Superseded values are not recommended for survey control.
 AD8314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8314.See file dsdata.txt to determine how the superseded data were derived.
 AD8314
 AD8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK131388(NAD 83)
 AD8314_MARKER: I = METAL ROD
 AD8314_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD8314+WITH SETTING: INFORMATION.
 AD8314_SP_SET: METAL ROD DRIVEN INTO GROUND
 AD8314_STAMPING: A 416 1992
 AD8314_MARK LOGO: NGS   
 AD8314_PROJECTION: FLUSH
 AD8314_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8314+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 AD8314_ROD/PIPE-DEPTH: 1.2  meters
 AD8314
 AD8314  HISTORY     - Date     Condition        Report By
 AD8314  HISTORY     - 1992     MONUMENTED       NGS
 AD8314  HISTORY     - 19990111 GOOD             USPSQD
 AD8314  HISTORY     - 20041117 GOOD             USPSQD
 AD8314
 AD8314                          STATION DESCRIPTION
 AD8314
 AD8314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8314'3.2 KM (2.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AD8314'OF STATE HIGHWAY 884 IN FORT MYERS, 20.3 M (66.6 FT) WEST OF THE
 AD8314'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 16.3 M (53.5 FT) NORTH
 AD8314'OF THE SOUTH DRIVEWAY LEADING TO FLAMINGOS RESORT WEAR AT 11900 U.S.
 AD8314'HIGHWAY 41, 0.8 M (2.6 FT) SOUTH OF A T-JUNCTION UTILITY POLE WITH 3
 AD8314'GUY CABLES, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AD8314'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AD8314'THROUGH A 5-INCH LOGO CAP.  ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AD8314
 AD8314                          STATION RECOVERY (1999)
 AD8314
 AD8314'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD8314'RECOVERED IN GOOD CONDITION.
 AD8314
 AD8314                          STATION RECOVERY (2004)
 AD8314
 AD8314'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 AD8314'CHANGE TEXT AS FOLLOWS   DELETE FLAMINGOS RESORT WEAR AT 11900 U.S.
 AD8314'HIGHWAY 41 AND REPLACE WITH CHURCHILL FURNITURE GALLERY AT 11850
 AD8314'U.S. HIGHWAY 41.
 AD8314' 
 AD8314'WITNESS POST NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7372 ***********************************************************************
 AK7372  DESIGNATION -  A 418
 AK7372  PID         -  AK7372
 AK7372  STATE/COUNTY-  FL/OSCEOLA
 AK7372  USGS QUAD   -  LAKE POINSETT SW (1980)
 AK7372
 AK7372                         *CURRENT SURVEY CONTROL
 AK7372  ___________________________________________________________________
 AK7372* NAD 83(1999)-  28 17 50.60742(N)    080 55 14.75360(W)     ADJUSTED  
 AK7372* NAVD 88     -        13.654  (meters)      44.80   (feet)  ADJUSTED  
 AK7372  ___________________________________________________________________
 AK7372  X           -     886,862.244 (meters)                     COMP
 AK7372  Y           -  -5,549,744.463 (meters)                     COMP
 AK7372  Z           -   3,005,557.780 (meters)                     COMP
 AK7372  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AK7372  ELLIP HEIGHT-         -14.52  (meters)          (06/19/01) GPS OBS
 AK7372  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK7372  DYNAMIC HT  -          13.634 (meters)      44.73  (feet)  COMP
 AK7372  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AK7372
 AK7372  HORZ ORDER  -  FIRST
 AK7372  VERT ORDER  -  SECOND    CLASS I
 AK7372  ELLP ORDER  -  FOURTH    CLASS I
 AK7372
 AK7372.The horizontal coordinates were established by GPS observations
 AK7372.and adjusted by the National Geodetic Survey in June 2001..
 AK7372
 AK7372.The orthometric height was determined by differential leveling
 AK7372.and adjusted by the National Geodetic Survey in December 1995..
 AK7372
 AK7372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7372
 AK7372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK7372
 AK7372.The ellipsoidal height was determined by GPS observations
 AK7372.and is referenced to NAD 83.
 AK7372
 AK7372.The geoid height was determined by GEOID03.
 AK7372
 AK7372.The dynamic height is computed by dividing the NAVD 88
 AK7372.geopotential number by the normal gravity value computed on the
 AK7372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7372.degrees latitude (g = 980.6199 gals.).
 AK7372
 AK7372.The modeled gravity was interpolated from observed gravity values.
 AK7372
 AK7372;                    North         East     Units Scale Factor Converg.
 AK7372;SPC FL E     -   439,167.011   207,771.756   MT  0.99994192   +0 02 15.2
 AK7372;SPC FL E     - 1,440,833.77    681,664.50   sFT  0.99994192   +0 02 15.2
 AK7372;UTM  17      - 3,130,149.151   507,769.104   MT  0.99960074   +0 02 15.2
 AK7372
 AK7372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7372!SPC FL E     -   1.00000228  x   0.99994192  =   0.99994420
 AK7372!UTM  17      -   1.00000228  x   0.99960074  =   0.99960302
 AK7372
 AK7372                          SUPERSEDED SURVEY CONTROL
 AK7372
 AK7372  NAD 83(1990)-  28 17 50.60650(N)    080 55 14.75313(W) AD(       ) 1
 AK7372  ELLIP H (08/31/95)  -14.47   (m)                       GP(       ) 3 2
 AK7372  NGVD 29 (08/31/95)   14.05   (m)           46.1    (f) LEVELING    3  
 AK7372
 AK7372.Superseded values are not recommended for survey control.
 AK7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7372.See file dsdata.txt to determine how the superseded data were derived.
 AK7372
 AK7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0776930149(NAD 83)
 AK7372_MARKER: DV = VERTICAL CONTROL DISK
 AK7372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7372_SP_SET: CONCRETE POST
 AK7372_STAMPING: A 418 1992
 AK7372_MARK LOGO: NGS   
 AK7372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7372+STABILITY: SURFACE MOTION
 AK7372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7372+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1997
 AK7372
 AK7372  HISTORY     - Date     Condition        Report By
 AK7372  HISTORY     - 1992     MONUMENTED       FLDNR
 AK7372  HISTORY     - 19930611 GOOD             FLDNR
 AK7372  HISTORY     - 19970614 GOOD             FLDEP
 AK7372
 AK7372                          STATION DESCRIPTION
 AK7372
 AK7372'DESCRIBED BY FL DEPT OF NAT RES 1992
 AK7372'THE MARK IS ABOUT 12.6 MI (20.3 KM) WEST OF COCOA, IN SECTION 21,
 AK7372'TOWNSHIP 25 SOUTH, RANGE 34 EAST.
 AK7372'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7372'ROAD 520 IN COCOA, GO WEST ON STATE ROAD 520 FOR 3.8 MI (6.1 KM) TO
 AK7372'THE INTERSECTION OF U.S. INTERSTATE 95 AND STATE ROAD 520, CONTINUE
 AK7372'WEST ON STATE ROAD 520 FOR  1.85 MI (2.98 KM) TO THE JUNCTION OF
 AK7372'STATE ROAD 524, CONTINUE WEST ON STATE ROAD 520 FOR 2.95 MI
 AK7372'(4.75 KM) TO THE ST. JOHNS RIVER BRIDGE, CONTINUE WEST ON STATE ROAD
 AK7372'520 FOR 3.05 MI (4.91 KM) TO THE JUNCTION OF COUNTY ROAD 532, TURN
 AK7372'LEFT AND GO SOUTHERLY ON COUNTY ROAD 532 FOR 2.55 MI (4.10 KM) TO THE
 AK7372'ORANGE AND OSCEOLA COUNTY LINE, CONTINUE SOUTHERLY ON COUNTY ROAD 532
 AK7372'FOR 3.40 MI (5.47 KM) TO THE MARK ON THE LEFT.
 AK7372'LOCATED 66.3 FT (20.2 M) WEST OF THE CENTERLINE OF COUNTY ROAD 532,
 AK7372'2.4 FT (0.7 M) EAST OF A FENCE LINE POST AND 1.1 FT (0.3 M) EAST OF A
 AK7372'CARSONITE WITNESS POST.
 AK7372
 AK7372                          STATION RECOVERY (1993)
 AK7372
 AK7372'RECOVERY NOTE BY FL DEPT OF NAT RES 1993 (PBM)
 AK7372'THE MARK IS ABOUT 12.6 MI (20.28 KM) WEST OF COCOA, IN SECTION 21,
 AK7372'TOWNSHIP 25 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AK7372'INTERSECTION OF U.S. HIGHTWAY 1 AND STATE ROAD 520 IN COCOA, GO WEST
 AK7372'ON STATE ROAD 520 FOR 3.8 MI (6.12 KM) TO THE INTERSECTION OF U.S.
 AK7372'INTERSTATE 95, CONTINUE WEST ON STATE ROAD 520 FOR 1.85 MI (2.98 KM)
 AK7372'TO THE JUNCTION OF STATE ROAD 524, CONTINUE WEST ON STATE ROAD 520 FOR
 AK7372'2.95 MI (4.75 KM) TO THE ST. JOHNS RIVER BRIDGE, CONTINUE WEST ON
 AK7372'STATE ROAD 520 FOR 3.05 MI (4.91 KM) TO THE JUNCTION OF COUNTY ROAD
 AK7372'532 ON THE LEFT, TURN LEFT ON COUNTY ROAD 532 AND GO SOUTHERLY FOR
 AK7372'2.55 MI (4.10 KM) TO THE ORANGE-OSCEOLA COUNTY LINE, CONTINUE
 AK7372'SOUTHERLY ON COUNTY ROAD 532 FOR 3.40 MI (5.47 KM) TO THE MARK ON THE
 AK7372'RIGHT SET IN THE TOP OF CONCRETE MONUMENT FLUSH WITH THE LEVEL OF THE
 AK7372'GROUND. LOCATED 66.3 FT (20.21 M) WEST OF THE CENTERLINE OF COUNTY
 AK7372'ROAD 532, 2.4 FT (0.73 M) EAST OF A FENCE LINE POST AND 1.1 FT (0.34
 AK7372'M) EAST OF A CARSONITE WITNESS POST.
 AK7372
 AK7372                          STATION RECOVERY (1997)
 AK7372
 AK7372'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (VAJ)
 AK7372'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3187 ***********************************************************************
 AI3187  DESIGNATION -  A 419
 AI3187  PID         -  AI3187
 AI3187  STATE/COUNTY-  FL/MADISON
 AI3187  USGS QUAD   -  GREENVILLE SE (1993)
 AI3187
 AI3187                         *CURRENT SURVEY CONTROL
 AI3187  ___________________________________________________________________
 AI3187* NAD 83(1986)-  30 21 28.     (N)    083 37 02.     (W)     SCALED    
 AI3187* NAVD 88     -        28.729  (meters)      94.26   (feet)  ADJUSTED  
 AI3187  ___________________________________________________________________
 AI3187  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AI3187  DYNAMIC HT  -          28.691 (meters)      94.13  (feet)  COMP
 AI3187  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 AI3187
 AI3187  VERT ORDER  -  SECOND    CLASS I
 AI3187
 AI3187.The horizontal coordinates were scaled from a topographic map and have
 AI3187.an estimated accuracy of +/- 6 seconds.
 AI3187
 AI3187.The orthometric height was determined by differential leveling
 AI3187.and adjusted by the National Geodetic Survey in May 2001..
 AI3187.No vertical observational check was made to the station.
 AI3187
 AI3187.The geoid height was determined by GEOID03.
 AI3187
 AI3187.The dynamic height is computed by dividing the NAVD 88
 AI3187.geopotential number by the normal gravity value computed on the
 AI3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3187.degrees latitude (g = 980.6199 gals.).
 AI3187
 AI3187.The modeled gravity was interpolated from observed gravity values.
 AI3187
 AI3187;                    North         East    Units  Estimated Accuracy
 AI3187;SPC FL N     -   150,840.      684,860.      MT  (+/- 180 meters Scaled)
 AI3187
 AI3187                          SUPERSEDED SURVEY CONTROL
 AI3187
 AI3187.No superseded survey control is available for this station.
 AI3187
 AI3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP484613(NAD 83)
 AI3187_MARKER: DV = VERTICAL CONTROL DISK
 AI3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3187_STAMPING: A 419 1993
 AI3187_MARK LOGO: NGS   
 AI3187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3187+STABILITY: SURFACE MOTION
 AI3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3187+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI3187
 AI3187  HISTORY     - Date     Condition        Report By
 AI3187  HISTORY     - 1993     MONUMENTED       FLDNR
 AI3187
 AI3187                          STATION DESCRIPTION
 AI3187
 AI3187'DESCRIBED BY FL DEPT OF NAT RES 1993 (LGB)
 AI3187'THE MARK IS ABOUT 14.6 MI (23.5 KM) SOUTHWEST OF MADISON, 2.0 MI (3.2
 AI3187'KM) EAST OF EBB IN SECTION 34, T 1 S, R 7 E. TO REACH THE MARK FROM
 AI3187'THE INTERSECTION OF U.S. HIGHWAY 221 AND INTERSTATE 10, ABOUT 2.0 MI
 AI3187'(3.2 KM) SOUTH OF GREENVILLE, GO SOUTH ON U.S. HIGHWAY 221 FOR 5.8 MI
 AI3187'(9.3 KM) TO COUNTY ROAD 360 EAST, TURN LEFT ON COUNTY ROAD 360 AND GO
 AI3187'EAST FOR 2.25 MI (3.62 KM) TO A DIRT ROAD NORTH AND THE MARK ON THE
 AI3187'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT 1.5 FT (0.5 M) BELOW THE
 AI3187'LEVEL OF THE ROAD AND RECESSED 0.8 FT (24.4 CM) BELOW THE LEVEL OF THE
 AI3187'GROUND. LOCATED 65.0 FT (19.8 M) SOUTHWEST OF THE CENTERLINE OF A DIRT
 AI3187'ROAD LEADING NORTH, 44.6 FT (13.6 M) NORTH-NORTHWEST OF THE CENTERLINE
 AI3187'OF COUNTY ROAD 360, 4.0 FT (1.2 M) SOUTHWEST OF A POWER POLE, 2.5 FT
 AI3187'(0.8 M) SOUTH OF A 4.0 FT (1.2 M) HIGH FENCE AND 2.5 FT (0.8 M) SOUTH
 AI3187'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0628 ***********************************************************************
 BE0628  DESIGNATION -  A 42
 BE0628  PID         -  BE0628
 BE0628  STATE/COUNTY-  FL/BAY
 BE0628  USGS QUAD   -  WEST BAY (1994)
 BE0628
 BE0628                         *CURRENT SURVEY CONTROL
 BE0628  ___________________________________________________________________
 BE0628* NAD 83(1986)-  30 18 11.     (N)    085 49 19.     (W)     SCALED    
 BE0628* NAVD 88     -         3.231  (meters)      10.60   (feet)  ADJUSTED  
 BE0628  ___________________________________________________________________
 BE0628  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BE0628  DYNAMIC HT  -           3.227 (meters)      10.59  (feet)  COMP
 BE0628  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BE0628
 BE0628  VERT ORDER  -  FIRST     CLASS I
 BE0628
 BE0628.The horizontal coordinates were scaled from a topographic map and have
 BE0628.an estimated accuracy of +/- 6 seconds.
 BE0628
 BE0628.The orthometric height was determined by differential leveling
 BE0628.and adjusted by the National Geodetic Survey in June 1991..
 BE0628
 BE0628.The geoid height was determined by GEOID03.
 BE0628
 BE0628.The dynamic height is computed by dividing the NAVD 88
 BE0628.geopotential number by the normal gravity value computed on the
 BE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0628.degrees latitude (g = 980.6199 gals.).
 BE0628
 BE0628.The modeled gravity was interpolated from observed gravity values.
 BE0628
 BE0628;                    North         East    Units  Estimated Accuracy
 BE0628;SPC FL N     -   145,180.      472,850.      MT  (+/- 180 meters Scaled)
 BE0628
 BE0628                          SUPERSEDED SURVEY CONTROL
 BE0628
 BE0628  NGVD 29 (??/??/92)    3.358  (m)           11.02   (f) ADJ UNCH    1 1
 BE0628
 BE0628.Superseded values are not recommended for survey control.
 BE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0628.See file dsdata.txt to determine how the superseded data were derived.
 BE0628
 BE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU132529(NAD 83)
 BE0628_MARKER: DB = BENCH MARK DISK
 BE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0628_STAMPING: A 42 1934 11.017
 BE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0628+STABILITY: SURFACE MOTION
 BE0628
 BE0628  HISTORY     - Date     Condition        Report By
 BE0628  HISTORY     - 1934     MONUMENTED       CGS
 BE0628  HISTORY     - 1967     GOOD             NGS
 BE0628  HISTORY     - 1972     GOOD             NGS
 BE0628  HISTORY     - 1977     MARK NOT FOUND   USGS
 BE0628
 BE0628                          STATION DESCRIPTION
 BE0628
 BE0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0628'2.4 MI NE FROM WEST BAY.
 BE0628'ABOUT 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 79 FROM THE
 BE0628'DRAWBRIDGE OVER WEST BAY AT WEST BAY, THENCE 1.7 MILES NORTHEAST
 BE0628'ALONG STATE HIGHWAY 388, THENCE 0.25 MILE SOUTHEAST AND NORTHEAST
 BE0628'ALONG A WOODS ROAD, 44 1/2 FEET SOUTHEAST OF THE CENTER LINE
 BE0628'OF AN ABANDONED ROAD, 136 FEET SOUTHEAST OF AND ACROSS THE
 BE0628'ABANDONED ROAD FROM THE CENTER LINE OF A TRAIL, 1 FOOT NORTHWEST
 BE0628'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BE0628'FLUSH WITH THE GROUND.  SECTION 23, R16 W, T 2 S.
 BE0628
 BE0628                          STATION RECOVERY (1972)
 BE0628
 BE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BE0628'RECOVERED IN GOOD CONDITION.
 BE0628
 BE0628                          STATION RECOVERY (1977)
 BE0628
 BE0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BE0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3247 ***********************************************************************
 AI3247  DESIGNATION -  A 420
 AI3247  PID         -  AI3247
 AI3247  STATE/COUNTY-  FL/LIBERTY
 AI3247  USGS QUAD   -  THOUSAND YARD BAY (1990)
 AI3247
 AI3247                         *CURRENT SURVEY CONTROL
 AI3247  ___________________________________________________________________
 AI3247* NAD 83(1986)-  30 06 09.     (N)    084 40 18.     (W)     SCALED    
 AI3247* NAVD 88     -        11.383  (meters)      37.35   (feet)  ADJUSTED  
 AI3247  ___________________________________________________________________
 AI3247  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AI3247  DYNAMIC HT  -          11.368 (meters)      37.30  (feet)  COMP
 AI3247  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 AI3247
 AI3247  VERT ORDER  -  SECOND    CLASS I
 AI3247
 AI3247.The horizontal coordinates were scaled from a topographic map and have
 AI3247.an estimated accuracy of +/- 6 seconds.
 AI3247
 AI3247.The orthometric height was determined by differential leveling
 AI3247.and adjusted by the National Geodetic Survey in May 2001..
 AI3247.No vertical observational check was made to the station.
 AI3247
 AI3247.The geoid height was determined by GEOID03.
 AI3247
 AI3247.The dynamic height is computed by dividing the NAVD 88
 AI3247.geopotential number by the normal gravity value computed on the
 AI3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3247.degrees latitude (g = 980.6199 gals.).
 AI3247
 AI3247.The modeled gravity was interpolated from observed gravity values.
 AI3247
 AI3247;                    North         East    Units  Estimated Accuracy
 AI3247;SPC FL N     -   122,220.      583,450.      MT  (+/- 180 meters Scaled)
 AI3247
 AI3247                          SUPERSEDED SURVEY CONTROL
 AI3247
 AI3247.No superseded survey control is available for this station.
 AI3247
 AI3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU243324(NAD 83)
 AI3247_MARKER: DV = VERTICAL CONTROL DISK
 AI3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3247_STAMPING: A 420 1993
 AI3247_MARK LOGO: NGS   
 AI3247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3247+STABILITY: SURFACE MOTION
 AI3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3247+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI3247
 AI3247  HISTORY     - Date     Condition        Report By
 AI3247  HISTORY     - 1993     MONUMENTED       FLDEP
 AI3247
 AI3247                          STATION DESCRIPTION
 AI3247
 AI3247'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI3247'THE MARK IS ABOUT 19.0 MI (30.6 KM) NORTH OF CARRABELLE, 20.4 MI (32.8
 AI3247'KM) SOUTH OF TELOGIA ON COUNTY ROAD 67, 0.2 MI (0.3 KM) NORTH OF A BOX
 AI3247'CULVERT UNDER COUNTY ROAD 67 IN SECTION 30, T 4 S, R 4 W. TO REACH THE
 AI3247'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY ROAD 67 IN
 AI3247'CARRABELLE, GO NORTH ON COUNTY ROAD 67 FOR 11.9 MI (19.2 KM) TO THE
 AI3247'FRANKLIN/LIBERTY COUNTY LINE, CONTINUE NORTH ON COUNTY ROAD 67 FOR 7.3
 AI3247'MI (11.7 KM) TO A WOODS ROAD LEADING WEST-NORTHWEST AND THE STATION ON
 AI3247'THE LEFT, A STANDARD VERTICAL CONTROL DISK SET IN THE TOP OF A ROUND
 AI3247'CONCRETE MONUMENT LEVEL WITH COUNTY ROAD 67 AND RECESSED 0.5 FT (15.2
 AI3247'CM) BELOW THE LEVEL OF THE GROUND. LOCATED ABOUT 0.1 MI (0.2 KM) SOUTH
 AI3247'OF A BOX CULVERT UNDER COUNTY ROAD 67 AT HODGES BEACH, 104.4 FT (31.8
 AI3247'M) NORTHWEST OF THE INTERSECTION OF THE EXTENDED CENTERLINE OF A WOODS
 AI3247'ROAD LEADING WEST-NORTHWEST AND COUNTY ROAD 67, 78.0 FT (23.8 M)
 AI3247'NORTHWEST OF THE NORTH END OF A 14-INCH METAL CULVERT UNDER THE WOODS
 AI3247'ROAD, 65.4 FT (19.9 M) WEST OF THE CENTERLINE OF COUNTY ROAD 67, 56.0
 AI3247'FT (17.1 M) NORTH OF THE CENTERLINE OF THE WOODS ROAD, 5.5 FT (1.7 M)
 AI3247'WEST-NORTHWEST OF A RIGHT-OF-WAY MONUMENT AT THE PC OF A CURVE AND 2.0
 AI3247'FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB7789 ***********************************************************************
 AB7789  DESIGNATION -  A 422
 AB7789  PID         -  AB7789
 AB7789  STATE/COUNTY-  FL/BROWARD
 AB7789  USGS QUAD   -  COOPER CITY SW (1983)
 AB7789
 AB7789                         *CURRENT SURVEY CONTROL
 AB7789  ___________________________________________________________________
 AB7789* NAD 83(1986)-  26 03 08.     (N)    080 26 00.     (W)     SCALED    
 AB7789* NAVD 88     -         2.828  (meters)       9.28   (feet)  ADJUSTED  
 AB7789  ___________________________________________________________________
 AB7789  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AB7789  DYNAMIC HT  -           2.823 (meters)       9.26  (feet)  COMP
 AB7789  MODELED GRAV-     979,052.4   (mgal)                       NAVD 88
 AB7789
 AB7789  VERT ORDER  -  FIRST     CLASS II
 AB7789
 AB7789.The horizontal coordinates were scaled from a topographic map and have
 AB7789.an estimated accuracy of +/- 6 seconds.
 AB7789
 AB7789.The orthometric height was determined by differential leveling
 AB7789.and adjusted by the National Geodetic Survey in March 1997..
 AB7789
 AB7789.The geoid height was determined by GEOID03.
 AB7789
 AB7789.The dynamic height is computed by dividing the NAVD 88
 AB7789.geopotential number by the normal gravity value computed on the
 AB7789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7789.degrees latitude (g = 980.6199 gals.).
 AB7789
 AB7789.The modeled gravity was interpolated from observed gravity values.
 AB7789
 AB7789;                    North         East    Units  Estimated Accuracy
 AB7789;SPC FL E     -   190,520.      256,710.      MT  (+/- 180 meters Scaled)
 AB7789
 AB7789                          SUPERSEDED SURVEY CONTROL
 AB7789
 AB7789.No superseded survey control is available for this station.
 AB7789
 AB7789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ566815(NAD 83)
 AB7789_MARKER: DV = VERTICAL CONTROL DISK
 AB7789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7789_STAMPING: A 422 1993
 AB7789_MARK LOGO: NGS   
 AB7789_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7789+STABILITY: SURFACE MOTION
 AB7789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7789+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 AB7789
 AB7789  HISTORY     - Date     Condition        Report By
 AB7789  HISTORY     - 1993     MONUMENTED       FLDEP
 AB7789  HISTORY     - 20001220 GOOD             FLDEP
 AB7789  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AB7789  HISTORY     - 20041213 GOOD             FLDT
 AB7789
 AB7789                          STATION DESCRIPTION
 AB7789
 AB7789'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AB7789'THE MARK IS IN A MEDIAN CROSSOVER OF U.S. HIGHWAY 27 ON THE WEST OF
 AB7789'COOPER CITY IN SECTION 34, TOWNSHIP 50 SOUTH, RANGE 39 EAST. TO REACH
 AB7789'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND
 AB7789'LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S. HIGHWAY 27
 AB7789'FOR 5.9 MI (9.5 KM) TO THE INTERSECTION OF STATE HIGHWAY 818 (GRIFFIN
 AB7789'ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 0.50 MI (0.80 KM) TO A
 AB7789'CROSSOVER IN THE MEDIAN ON THE LEFT AND THE MARK ON THE LEFT, IN THE
 AB7789'TOP OF A CONCRETE MONUMENT 1.0 FT (0.3 M) BELOW LEVEL OF U.S. HIGHWAY
 AB7789'27 AND RECESSED 0.6 FT (18.3 CM) BELOW LEVEL OF THE GROUND, 76.2 FT
 AB7789'(23.2 M) WEST OF THE WEST EDGE OF THE NORTHBOUND LANES OF U.S. HIGHWAY
 AB7789'27, 61.8 FT (18.8 M) EAST OF THE EAST EDGE OF THE SOUTHBOUND LANES OF
 AB7789'U.S. HIGHWAY 27, 6.7 FT (2.0 M) SOUTH OF THE SOUTH EDGE OF THE
 AB7789'CROSSOVER PAVEMENT AND 5.0 FT (1.5 M) NORTH OF A CARSONITE WITNESS
 AB7789'POST.
 AB7789
 AB7789                          STATION RECOVERY (2000)
 AB7789
 AB7789'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7789'RECOVERED AS DESCRIBED.
 AB7789
 AB7789                          STATION RECOVERY (2001)
 AB7789
 AB7789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB7789'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AB7789
 AB7789                          STATION RECOVERY (2004)
 AB7789
 AB7789'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AB7789'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5097 ***********************************************************************
 AB5097  DESIGNATION -  A 423
 AB5097  PID         -  AB5097
 AB5097  STATE/COUNTY-  FL/MARION
 AB5097  USGS QUAD   -  OCALA EAST (1991)
 AB5097
 AB5097                         *CURRENT SURVEY CONTROL
 AB5097  ___________________________________________________________________
 AB5097* NAD 83(1986)-  29 14 44.     (N)    082 03 27.     (W)     SCALED    
 AB5097* NAVD 88     -        20.826  (meters)      68.33   (feet)  ADJUSTED  
 AB5097  ___________________________________________________________________
 AB5097  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AB5097  DYNAMIC HT  -          20.797 (meters)      68.23  (feet)  COMP
 AB5097  MODELED GRAV-     979,259.0   (mgal)                       NAVD 88
 AB5097
 AB5097  VERT ORDER  -  SECOND    CLASS I
 AB5097
 AB5097.The horizontal coordinates were scaled from a topographic map and have
 AB5097.an estimated accuracy of +/- 6 seconds.
 AB5097
 AB5097.The orthometric height was determined by differential leveling
 AB5097.and adjusted by the National Geodetic Survey in September 1996..
 AB5097
 AB5097.The geoid height was determined by GEOID03.
 AB5097
 AB5097.The dynamic height is computed by dividing the NAVD 88
 AB5097.geopotential number by the normal gravity value computed on the
 AB5097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5097.degrees latitude (g = 980.6199 gals.).
 AB5097
 AB5097.The modeled gravity was interpolated from observed gravity values.
 AB5097
 AB5097;                    North         East    Units  Estimated Accuracy
 AB5097;SPC FL W     -   544,250.      194,410.      MT  (+/- 180 meters Scaled)
 AB5097
 AB5097                          SUPERSEDED SURVEY CONTROL
 AB5097
 AB5097.No superseded survey control is available for this station.
 AB5097
 AB5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN972356(NAD 83)
 AB5097_MARKER: DV = VERTICAL CONTROL DISK
 AB5097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5097_STAMPING: A 423 1993
 AB5097_MARK LOGO: NGS   
 AB5097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5097+STABILITY: SURFACE MOTION
 AB5097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5097+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB5097
 AB5097  HISTORY     - Date     Condition        Report By
 AB5097  HISTORY     - 1993     MONUMENTED       FLDEP
 AB5097
 AB5097                          STATION DESCRIPTION
 AB5097
 AB5097'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5097'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF OCALA, 2.0 MI (3.2 KM)
 AB5097'NORTH OF SILVER SPRINGS IN SECTION 25, TOWNSHIP 14 SOUTH, RANGE 22
 AB5097'EAST.  TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 40 AND
 AB5097'COUNTY ROAD 326 (1.5 MI EAST OF SILVER SPRINGS) , GO NORTHWEST ON
 AB5097'COUNTY ROAD 326 FOR 2.1 MI (3.4 KM) TO THE INTERSECTION OF COUNTY ROAD
 AB5097'35, CONTINUE NORTHWEST ON COUNTY ROAD 326 FOR 0.35 MI (0.56 KM) TO THE
 AB5097'MARK ON THE RIGHT, IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AB5097'GROUND AND APPROXIMATELY 4.0 FT (1.2 M) ABOVE THE LEVEL OF COUNTY ROAD
 AB5097'326, 51.3 FT (15.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 AB5097'COUNTY ROAD 326, 1.3 FT (0.4 M) SOUTHWEST OF A FENCE LINE AND 1.25 FT
 AB5097'(0.38 M) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5116 ***********************************************************************
 AB5116  DESIGNATION -  A 424
 AB5116  PID         -  AB5116
 AB5116  STATE/COUNTY-  FL/MARION
 AB5116  USGS QUAD   -  LAKE WEIR (1993)
 AB5116
 AB5116                         *CURRENT SURVEY CONTROL
 AB5116  ___________________________________________________________________
 AB5116* NAD 83(1986)-  29 04 54.     (N)    081 53 01.     (W)     SCALED    
 AB5116* NAVD 88     -        15.146  (meters)      49.69   (feet)  ADJUSTED  
 AB5116  ___________________________________________________________________
 AB5116  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AB5116  DYNAMIC HT  -          15.125 (meters)      49.62  (feet)  COMP
 AB5116  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 AB5116
 AB5116  VERT ORDER  -  SECOND    CLASS I
 AB5116
 AB5116.The horizontal coordinates were scaled from a topographic map and have
 AB5116.an estimated accuracy of +/- 6 seconds.
 AB5116
 AB5116.The orthometric height was determined by differential leveling
 AB5116.and adjusted by the National Geodetic Survey in June 2005..
 AB5116
 AB5116.The geoid height was determined by GEOID03.
 AB5116
 AB5116.The dynamic height is computed by dividing the NAVD 88
 AB5116.geopotential number by the normal gravity value computed on the
 AB5116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5116.degrees latitude (g = 980.6199 gals.).
 AB5116
 AB5116.The modeled gravity was interpolated from observed gravity values.
 AB5116
 AB5116;                    North         East    Units  Estimated Accuracy
 AB5116;SPC FL W     -   526,090.      211,330.      MT  (+/- 180 meters Scaled)
 AB5116
 AB5116                          SUPERSEDED SURVEY CONTROL
 AB5116
 AB5116  NAVD 88 (09/23/96)   15.206  (m)           49.89   (f) UNKNOWN     2 1
 AB5116
 AB5116.Superseded values are not recommended for survey control.
 AB5116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5116.See file dsdata.txt to determine how the superseded data were derived.
 AB5116
 AB5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN140173(NAD 83)
 AB5116_MARKER: DV = VERTICAL CONTROL DISK
 AB5116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5116_STAMPING: A 424 1994
 AB5116_MARK LOGO: NGS   
 AB5116_PROJECTION: FLUSH
 AB5116_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5116+STABILITY: SURFACE MOTION
 AB5116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5116+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 AB5116
 AB5116  HISTORY     - Date     Condition        Report By
 AB5116  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5116  HISTORY     - 20030709 GOOD             FLDEP
 AB5116
 AB5116                          STATION DESCRIPTION
 AB5116
 AB5116'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5116'THE MARK IS IN THE (JOHN E WALKER PARK) A MARION COUNTY RECREATION
 AB5116'AREA AT MOSS BLUFF, ABOUT 14.3 MI (23.0 KM) SOUTHEAST OF SILVER
 AB5116'SPRINGS, 4.0 MI (6.4 KM) NORTHEAST OF OKLAWAHA IN SECTION 23, TOWNSHIP
 AB5116'16 SOUTH, RANGE 24 EAST.  TO REACH THE MARK FROM THE T-JUNCTION OF
 AB5116'COUNTY ROAD 25 AND COUNTY ROAD 464C IN OKLAWAHA, GO NORTH ON COUNTY
 AB5116'ROAD 464C FOR 4.3 MI (6.9 KM) TO THE T-JUNCTION OF SE 96 STREET
 AB5116'LEADING EASTERLY TO (JOHN E.  WALKER PARK) A MARION COUNTY RECREATION
 AB5116'AREA, TURN RIGHT ON SE 96 STREET AND GO EASTERLY FOR 0.1 MI (0.2 KM)
 AB5116'TO A Y-JUNCTION AND THE MARK ON THE RIGHT, SET IN TOP OF A ROUND
 AB5116'CONCRETE MONUMENT FLUSH WITH THE GROUND AND APPROXIMATELY 1.0 FT (0.3
 AB5116'M) BELOW THE LEVEL OF SE 96 STREET, 125.5 FT (38.3 M) NORTHEAST OF A
 AB5116'LIGHT POLE (20.0 FT WEST OF THE BOAT RAMP) NUMBER 4015165 WITH 2
 AB5116'LIGHTS ATTACHED, 119.5 NORTHEAST OF THE NORTHEAST END OF THE CONCRETE
 AB5116'CURB FOR THE BOAT RAMP, 75.0 FT (22.9 M) NORTHWEST AND ACROSS SE 96
 AB5116'STREET OF A 38-INCH PINE TREE, 26.0 FT (7.9 M) WEST OF THE APPROXIMATE
 AB5116'CENTERLINE OF SE 96 STREET AND 21.5 NORTH OF A 17-INCH CYPRESS TREE.
 AB5116
 AB5116                          STATION RECOVERY (2003)
 AB5116
 AB5116'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5116'RECOVERED AS DESCRIBED. NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON
 AB5116'THE SOUTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5145 ***********************************************************************
 AB5145  DESIGNATION -  A 425
 AB5145  PID         -  AB5145
 AB5145  STATE/COUNTY-  FL/MARION
 AB5145  USGS QUAD   -  EMERALDA ISLAND (1988)
 AB5145
 AB5145                         *CURRENT SURVEY CONTROL
 AB5145  ___________________________________________________________________
 AB5145* NAD 83(1986)-  28 58 49.     (N)    081 46 47.     (W)     SCALED    
 AB5145* NAVD 88     -        22.978  (meters)      75.39   (feet)  ADJUSTED  
 AB5145  ___________________________________________________________________
 AB5145  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB5145  DYNAMIC HT  -          22.945 (meters)      75.28  (feet)  COMP
 AB5145  MODELED GRAV-     979,232.4   (mgal)                       NAVD 88
 AB5145
 AB5145  VERT ORDER  -  SECOND    CLASS I
 AB5145
 AB5145.The horizontal coordinates were scaled from a topographic map and have
 AB5145.an estimated accuracy of +/- 6 seconds.
 AB5145
 AB5145.The orthometric height was determined by differential leveling
 AB5145.and adjusted by the National Geodetic Survey in September 1996..
 AB5145
 AB5145.The geoid height was determined by GEOID03.
 AB5145
 AB5145.The dynamic height is computed by dividing the NAVD 88
 AB5145.geopotential number by the normal gravity value computed on the
 AB5145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5145.degrees latitude (g = 980.6199 gals.).
 AB5145
 AB5145.The modeled gravity was interpolated from observed gravity values.
 AB5145
 AB5145;                    North         East    Units  Estimated Accuracy
 AB5145;SPC FL W     -   514,860.      221,470.      MT  (+/- 180 meters Scaled)
 AB5145
 AB5145                          SUPERSEDED SURVEY CONTROL
 AB5145
 AB5145.No superseded survey control is available for this station.
 AB5145
 AB5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN240060(NAD 83)
 AB5145_MARKER: I = METAL ROD
 AB5145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB5145_STAMPING: A 425 1994
 AB5145_MARK LOGO: NGS   
 AB5145_PROJECTION: RECESSED 10 CENTIMETERS
 AB5145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5145+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5145_ROD/PIPE-DEPTH: 27.4 meters
 AB5145
 AB5145  HISTORY     - Date     Condition        Report By
 AB5145  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5145
 AB5145                          STATION DESCRIPTION
 AB5145
 AB5145'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5145'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST OF WEIRSDALE, 7.9 MI (12.7 KM)
 AB5145'NORTHWEST OF UMATILLA, 13.3 MI (21.4 KM) NORTHEAST OF LEESBURG IN
 AB5145'SECTION 26, TOWNSHIP 17 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5145'THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450
 AB5145'WEST IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 7.45 MI (11.99
 AB5145'KM) TO THE T-JUNCTION OF COUNTY ROAD 42, TURN LEFT ON COUNTY ROAD 42
 AB5145'AND GO WESTERLY FOR 1.1 MI (1.8 KM) TO THE MARK ON THE LEFT, A LOGO
 AB5145'CAP SET FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL
 AB5145'OF COUNTY ROAD 42,  180.0 FT (54.9 M) SOUTHEAST OF A POWER POLE WITH A
 AB5145'TELEPHONE POWER PEDESTAL AT THE BASE, 150.0 FT (45.7 M) NORTHWEST OF A
 AB5145'POWER POLE, 32.0 FT (9.8 M) SOUTHWEST OF APPROXIMATE CENTERLINE OF
 AB5145'COUNTY ROAD 42, 1.3 FT (0.4 M) NORTHEAST OF A FENCE LINE AND 1.2 FT
 AB5145'(0.4 M) NORTHEAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 AB5145'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5202 ***********************************************************************
 AB5202  DESIGNATION -  A 426
 AB5202  PID         -  AB5202
 AB5202  STATE/COUNTY-  FL/LAKE
 AB5202  USGS QUAD   -  LEESBURG EAST (1984)
 AB5202
 AB5202                         *CURRENT SURVEY CONTROL
 AB5202  ___________________________________________________________________
 AB5202* NAD 83(1986)-  28 52 25.     (N)    081 46 25.     (W)     SCALED    
 AB5202* NAVD 88     -        20.386  (meters)      66.88   (feet)  ADJUSTED  
 AB5202  ___________________________________________________________________
 AB5202  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AB5202  DYNAMIC HT  -          20.358 (meters)      66.79  (feet)  COMP
 AB5202  MODELED GRAV-     979,234.8   (mgal)                       NAVD 88
 AB5202
 AB5202  VERT ORDER  -  SECOND    CLASS I
 AB5202
 AB5202.The horizontal coordinates were scaled from a topographic map and have
 AB5202.an estimated accuracy of +/- 6 seconds.
 AB5202
 AB5202.The orthometric height was determined by differential leveling
 AB5202.and adjusted by the National Geodetic Survey in September 1996..
 AB5202
 AB5202.The geoid height was determined by GEOID03.
 AB5202
 AB5202.The dynamic height is computed by dividing the NAVD 88
 AB5202.geopotential number by the normal gravity value computed on the
 AB5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5202.degrees latitude (g = 980.6199 gals.).
 AB5202
 AB5202.The modeled gravity was interpolated from observed gravity values.
 AB5202
 AB5202;                    North         East    Units  Estimated Accuracy
 AB5202;SPC FL E     -   503,270.      124,530.      MT  (+/- 180 meters Scaled)
 AB5202
 AB5202                          SUPERSEDED SURVEY CONTROL
 AB5202
 AB5202.No superseded survey control is available for this station.
 AB5202
 AB5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM245942(NAD 83)
 AB5202_MARKER: DV = VERTICAL CONTROL DISK
 AB5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5202_STAMPING: A 426 1994
 AB5202_MARK LOGO: NGS   
 AB5202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5202+STABILITY: SURFACE MOTION
 AB5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5202+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5202
 AB5202  HISTORY     - Date     Condition        Report By
 AB5202  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5202  HISTORY     - 20030610 MARK NOT FOUND   USPSQD
 AB5202
 AB5202                          STATION DESCRIPTION
 AB5202
 AB5202'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5202'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF UMATILLA, 5.7 MI (9.2
 AB5202'KM) NORTHWEST OF EUSTIS, 7.8 MI (12.6 KM) NORTHEAST OF LEESBURG IN
 AB5202'SECTION 1, TOWNSHIP 19 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5202'THE JUNCTION OF STATE ROAD 19, COUNTY ROAD 452 AND COUNTY ROAD 44 IN
 AB5202'EUSTIS, GO NORTHWEST ON COUNTY ROAD 452, COUNTY ROAD 44 FOR 1.05 MI
 AB5202'(1.69 KM) TO THE INTERSECTION OF COUNTY ROAD 452 AND COUNTY ROAD 44,
 AB5202'TURN LEFT ON COUNTY ROAD 44 AND GO WESTERLY FOR 4.85 MI (7.81 KM) TO
 AB5202'THE ENTRANCE OF A MINI WAREHOUSE STORAGE (AT 11111 COUNTY ROAD 44) AND
 AB5202'THE MARK ON THE RIGHT, SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH
 AB5202'THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 44.
 AB5202'LOCATED 88.6 FT (27.0 M) EAST OF THE ENTRANCE ROAD TO THE MINI
 AB5202'WAREHOUSE STORAGE, 52.0 FT (15.8 M) SOUTH OF A POWER POLE NUMBER
 AB5202'127308-075027 WITH 3-GUY WIRES ATTACHED, 35.4 FT (10.8 M) NORTH OF THE
 AB5202'APPROXIMATE CENTERLINE OF COUNTY ROAD 44, 22.8 FT (6.9 M) NORTH OF THE
 AB5202'EDGE OF THE PAVEMENT OF COUNTY ROAD 44, 22.4 FT (6.8 M) EAST OF A
 AB5202'POWER POLE NUMBER 127306-075022 WITH 3-TRANSFORMERS ATTACHED AND 1.5
 AB5202'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 AB5202
 AB5202                          STATION RECOVERY (2003)
 AB5202
 AB5202'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJM)
 AB5202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5166 ***********************************************************************
 AB5166  DESIGNATION -  A 427
 AB5166  PID         -  AB5166
 AB5166  STATE/COUNTY-  FL/MARION
 AB5166  USGS QUAD   -  OCALA EAST (1991)
 AB5166
 AB5166                         *CURRENT SURVEY CONTROL
 AB5166  ___________________________________________________________________
 AB5166* NAD 83(1986)-  29 10 17.     (N)    082 05 11.     (W)     SCALED    
 AB5166* NAVD 88     -        19.693  (meters)      64.61   (feet)  ADJUSTED  
 AB5166  ___________________________________________________________________
 AB5166  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AB5166  DYNAMIC HT  -          19.665 (meters)      64.52  (feet)  COMP
 AB5166  MODELED GRAV-     979,245.7   (mgal)                       NAVD 88
 AB5166
 AB5166  VERT ORDER  -  SECOND    CLASS I
 AB5166
 AB5166.The horizontal coordinates were scaled from a topographic map and have
 AB5166.an estimated accuracy of +/- 6 seconds.
 AB5166
 AB5166.The orthometric height was determined by differential leveling
 AB5166.and adjusted by the National Geodetic Survey in September 1996..
 AB5166
 AB5166.The geoid height was determined by GEOID03.
 AB5166
 AB5166.The dynamic height is computed by dividing the NAVD 88
 AB5166.geopotential number by the normal gravity value computed on the
 AB5166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5166.degrees latitude (g = 980.6199 gals.).
 AB5166
 AB5166.The modeled gravity was interpolated from observed gravity values.
 AB5166
 AB5166;                    North         East    Units  Estimated Accuracy
 AB5166;SPC FL W     -   536,030.      191,600.      MT  (+/- 180 meters Scaled)
 AB5166
 AB5166                          SUPERSEDED SURVEY CONTROL
 AB5166
 AB5166.No superseded survey control is available for this station.
 AB5166
 AB5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN943274(NAD 83)
 AB5166_MARKER: DV = VERTICAL CONTROL DISK
 AB5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5166_STAMPING: A 427 1994
 AB5166_MARK LOGO: NGS   
 AB5166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5166+STABILITY: SURFACE MOTION
 AB5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5166+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AB5166
 AB5166  HISTORY     - Date     Condition        Report By
 AB5166  HISTORY     - 1994     MONUMENTED       NGS
 AB5166  HISTORY     - 20031024 GOOD             USPSQD
 AB5166  HISTORY     - 20041027 GOOD             USPSQD
 AB5166
 AB5166                          STATION DESCRIPTION
 AB5166
 AB5166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5166'THE MARK IS ON THE EAST SIDE OF OCALA IN THE SOUTHEAST CORNER OF THE
 AB5166'INTERSECTION OF NE 36TH AVENUE AND SE 17TH STREET IN SECTION 23,
 AB5166'TOWNSHIP 15 SOUTH, RANGE 22 EAST.  ON THE NORTHWEST SIDE OF A WATER
 AB5166'RETENTION AREA.  TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE
 AB5166'75 AND U.S.  HIGHWAY 27 ON THE NORTHWEST SIDE OF OCALA, GO SOUTHEAST
 AB5166'AND EAST ON U.S.  HIGHWAY 27 FOR 2.80 MI (4.51 KM) TO THE INTERSECTION
 AB5166'OF U.S.  HIGHWAY 441, 301 (N PINE AVENUE) AND COUNTY ROAD 492 (NW 10TH
 AB5166'STREET) , CONTINUE EAST ON COUNTY ROAD 492 (NE 10TH STREET WHICH TURNS
 AB5166'TO NE 14TH STREET NEAR THE BRIDGE) FOR 3.40 MI (5.47 KM) TO THE
 AB5166'INTERSECTION OF NE 36TH AVENUE, TURN RIGHT ON NE 36TH AVENUE AND GO
 AB5166'SOUTH FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF SE 17TH STREET AND
 AB5166'THE MARK ON THE LEFT SET IN THE TOP OF A CONCRETE MONUMENT RECESSED
 AB5166'0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE
 AB5166'ROADS, 85.4 FT (26.0 M) NORTHEAST OF POWER POLE NUMBER SL5392 T482
 AB5166'124, 70.3 FT (21.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF SE 17TH
 AB5166'STREET, 58.0 FT (17.7 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AB5166'LANES OF SE 36TH AVENUE, 22.6 FT (6.9 M) SOUTHEAST OF A WOODEN POWER
 AB5166'POLE WITH A GUY WIRE ATTACHED, 16.9 FT (5.2 M) NORTH-NORTHEAST OF A
 AB5166'GUY WIRE ANCHOR, 16.2 FT (4.9 M) EAST OF A CONCRETE POWER POLE NUMBER
 AB5166'J 15 WITH A GUY WIRE ATTACHED, 7.7 FT (2.3 M) SOUTH OF A GUY WIRE
 AB5166'ANCHOR AND 1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 AB5166
 AB5166                          STATION RECOVERY (2003)
 AB5166
 AB5166'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJM)
 AB5166'RECOVERED IN GOOD CONDITION.
 AB5166
 AB5166                          STATION RECOVERY (2004)
 AB5166
 AB5166'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJM)
 AB5166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5299 ***********************************************************************
 AB5299  DESIGNATION -  A 428
 AB5299  PID         -  AB5299
 AB5299  STATE/COUNTY-  FL/LAKE
 AB5299  USGS QUAD   -  LEESBURG EAST (1984)
 AB5299
 AB5299                         *CURRENT SURVEY CONTROL
 AB5299  ___________________________________________________________________
 AB5299* NAD 83(1986)-  28 51 31.     (N)    081 52 11.     (W)     SCALED    
 AB5299* NAVD 88     -        18.901  (meters)      62.01   (feet)  ADJUSTED  
 AB5299  ___________________________________________________________________
 AB5299  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AB5299  DYNAMIC HT  -          18.875 (meters)      61.93  (feet)  COMP
 AB5299  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 AB5299
 AB5299  VERT ORDER  -  SECOND    CLASS I
 AB5299
 AB5299.The horizontal coordinates were scaled from a topographic map and have
 AB5299.an estimated accuracy of +/- 6 seconds.
 AB5299
 AB5299.The orthometric height was determined by differential leveling
 AB5299.and adjusted by the National Geodetic Survey in September 1996..
 AB5299
 AB5299.The geoid height was determined by GEOID03.
 AB5299
 AB5299.The dynamic height is computed by dividing the NAVD 88
 AB5299.geopotential number by the normal gravity value computed on the
 AB5299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5299.degrees latitude (g = 980.6199 gals.).
 AB5299
 AB5299.The modeled gravity was interpolated from observed gravity values.
 AB5299
 AB5299;                    North         East    Units  Estimated Accuracy
 AB5299;SPC FL E     -   501,670.      115,140.      MT  (+/- 180 meters Scaled)
 AB5299
 AB5299                          SUPERSEDED SURVEY CONTROL
 AB5299
 AB5299.No superseded survey control is available for this station.
 AB5299
 AB5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM151926(NAD 83)
 AB5299_MARKER: I = METAL ROD
 AB5299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB5299_STAMPING: A 428 1994
 AB5299_MARK LOGO: NGS   
 AB5299_PROJECTION: FLUSH
 AB5299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5299+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 AB5299_ROD/PIPE-DEPTH: 24.4 meters
 AB5299
 AB5299  HISTORY     - Date     Condition        Report By
 AB5299  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5299  HISTORY     - 20040221 GOOD             USPSQD
 AB5299
 AB5299                          STATION DESCRIPTION
 AB5299
 AB5299'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5299'THE MARK IS ABOUT 3.2 MI (5.1 KM) NORTH-NORTHEAST OF LEESBURG IN
 AB5299'SECTION 1, TOWNSHIP 19 SOUTH, RANGE 24 EAST.  TO REACH THE MARK FROM
 AB5299'THE JUNCTION OF U.S.  HIGHWAY 27 (14TH ST) AND U.S.  HIGHWAY 441
 AB5299'(NORTH BLVD) ON THE NORTH SIDE OF LEESBURG, GO NORTH ON U.S.  HIGHWAY
 AB5299'441 AND U.S.  HIGHWAY 27 (CITRUS BLVD) FOR 0.80 MI (1.29 KM) TO THE
 AB5299'Y-JUNCTION OF COUNTY ROAD 466A (PICCIOLA ROAD) ON THE RIGHT, TURN
 AB5299'RIGHT ON COUNTY ROAD 446A (PICCIOLA ROAD) AND GO NORTH FOR 2.9 MI (4.7
 AB5299'KM) TO THE JUNCTION OF TWIN PALMS ROAD ON THE LEFT AND THE MARK ON THE
 AB5299'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT
 AB5299'(24.4 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3
 AB5299'M) ABOVE THE LEVEL OF COUNTY ROAD 466A, 45.0 FT (13.7 M)
 AB5299'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 466A, 6.6
 AB5299'FT (2.0 M) SOUTHWEST OF A TELEPHONE UNDERGROUND CABLE BOX NUMBER 100,
 AB5299'5.1 FT (1.6 M) WEST-SOUTHWEST OF POWER POLE NUMBER KF-3 WITH 7-GUY
 AB5299'WIRES ATTACHED AND 2.6 FT (0.8 M) EAST-NORTHEAST OF A CARSONITE
 AB5299'WITNESS POST.  NOTE ACCESS TO DATUM POINT IS HAD THROUGH 5-INCH LOGO
 AB5299'CAP.
 AB5299
 AB5299                          STATION RECOVERY (2004)
 AB5299
 AB5299'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAB)
 AB5299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5259 ***********************************************************************
 AB5259  DESIGNATION -  A 429
 AB5259  PID         -  AB5259
 AB5259  STATE/COUNTY-  FL/LAKE
 AB5259  USGS QUAD   -  CLERMONT EAST (1980)
 AB5259
 AB5259                         *CURRENT SURVEY CONTROL
 AB5259  ___________________________________________________________________
 AB5259* NAD 83(1986)-  28 35 37.     (N)    081 40 29.     (W)     SCALED    
 AB5259* NAVD 88     -        28.510  (meters)      93.54   (feet)  ADJUSTED  
 AB5259  ___________________________________________________________________
 AB5259  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AB5259  DYNAMIC HT  -          28.469 (meters)      93.40  (feet)  COMP
 AB5259  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 AB5259
 AB5259  VERT ORDER  -  SECOND    CLASS I
 AB5259
 AB5259.The horizontal coordinates were scaled from a topographic map and have
 AB5259.an estimated accuracy of +/- 6 seconds.
 AB5259
 AB5259.The orthometric height was determined by differential leveling
 AB5259.and adjusted by the National Geodetic Survey in September 1996..
 AB5259
 AB5259.The geoid height was determined by GEOID03.
 AB5259
 AB5259.The dynamic height is computed by dividing the NAVD 88
 AB5259.geopotential number by the normal gravity value computed on the
 AB5259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5259.degrees latitude (g = 980.6199 gals.).
 AB5259
 AB5259.The modeled gravity was interpolated from observed gravity values.
 AB5259
 AB5259;                    North         East    Units  Estimated Accuracy
 AB5259;SPC FL E     -   472,180.      134,000.      MT  (+/- 180 meters Scaled)
 AB5259
 AB5259                          SUPERSEDED SURVEY CONTROL
 AB5259
 AB5259.No superseded survey control is available for this station.
 AB5259
 AB5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM340631(NAD 83)
 AB5259_MARKER: DV = VERTICAL CONTROL DISK
 AB5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5259_STAMPING: A 429 1994
 AB5259_MARK LOGO: NGS   
 AB5259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5259+STABILITY: SURFACE MOTION
 AB5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5259+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5259
 AB5259  HISTORY     - Date     Condition        Report By
 AB5259  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5259
 AB5259                          STATION DESCRIPTION
 AB5259
 AB5259'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB5259'THE MARK IS ABOUT 0.50 MI (0.80 KM) SOUTH OF MONTVERDE IN SECTION 2,
 AB5259'TOWNSHIP 22 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE POST
 AB5259'OFFICE IN MONTVERDE ON LAKESIDE AVENUE, GO WEST ON LAKESIDE AVENUE FOR
 AB5259'0.05 MI (0.08 KM) TO A SHARP TURN LEFT AND THE INTERSECTION OF LAKE
 AB5259'LANE ON THE LEFT AND COUNTY ROAD 455 (PARK LANE) ON THE RIGHT, GO
 AB5259'SOUTH ON COUNTY ROAD 455 (7TH STREET) FOR 0.50 MI (0.80 KM) TO THE
 AB5259'JUNCTION OF HIGHLAND AVENUE ON THE RIGHT AND THE MARK ON THE LEFT, SET
 AB5259'IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE
 AB5259'LEVEL OF THE GROUND AND ABOUT 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AB5259'COUNTY ROAD 455 (7TH AVENUE) , 48.5 FT (14.8 M) EAST-SOUTHEAST AND
 AB5259'ACROSS COUNTY ROAD 455 (7TH AVENUE) FROM A FIRE HYDRANT, 23.1 FT (7.0
 AB5259'M) SOUTHWEST OF A 3 RAIL WOOD FENCE CORNER, 19.8 FT (6.0 M) EAST OF
 AB5259'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 455 (7TH AVENUE) , 19.5 FT
 AB5259'(5.9 M) NORTH-NORTHEAST OF THE NORTH END OF THE CONCRETE HEADWALL,
 AB5259'11.4 FT (3.5 M) NORTH-NORTHEAST OF A POWER POLE NUMBER 130433 064857
 AB5259'WITH THREE GUY WIRES AND A LIGHT ATTACHED AND 11.4 FT (3.5 M)
 AB5259'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5310 ***********************************************************************
 AB5310  DESIGNATION -  A 430
 AB5310  PID         -  AB5310
 AB5310  STATE/COUNTY-  FL/ORANGE
 AB5310  USGS QUAD   -  WINTER GARDEN (1984)
 AB5310
 AB5310                         *CURRENT SURVEY CONTROL
 AB5310  ___________________________________________________________________
 AB5310* NAD 83(1986)-  28 34 40.     (N)    081 33 02.     (W)     SCALED    
 AB5310* NAVD 88     -        37.539  (meters)     123.16   (feet)  ADJUSTED  
 AB5310  ___________________________________________________________________
 AB5310  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AB5310  DYNAMIC HT  -          37.485 (meters)     122.98  (feet)  COMP
 AB5310  MODELED GRAV-     979,207.5   (mgal)                       NAVD 88
 AB5310
 AB5310  VERT ORDER  -  SECOND    CLASS I
 AB5310
 AB5310.The horizontal coordinates were scaled from a topographic map and have
 AB5310.an estimated accuracy of +/- 6 seconds.
 AB5310
 AB5310.The orthometric height was determined by differential leveling
 AB5310.and adjusted by the National Geodetic Survey in September 1996..
 AB5310
 AB5310.The geoid height was determined by GEOID03.
 AB5310
 AB5310.The dynamic height is computed by dividing the NAVD 88
 AB5310.geopotential number by the normal gravity value computed on the
 AB5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5310.degrees latitude (g = 980.6199 gals.).
 AB5310
 AB5310.The modeled gravity was interpolated from observed gravity values.
 AB5310
 AB5310;                    North         East    Units  Estimated Accuracy
 AB5310;SPC FL E     -   470,360.      146,140.      MT  (+/- 180 meters Scaled)
 AB5310
 AB5310                          SUPERSEDED SURVEY CONTROL
 AB5310
 AB5310.No superseded survey control is available for this station.
 AB5310
 AB5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM461613(NAD 83)
 AB5310_MARKER: DV = VERTICAL CONTROL DISK
 AB5310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5310_STAMPING: A 430 1994
 AB5310_MARK LOGO: NGS   
 AB5310_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5310+STABILITY: SURFACE MOTION
 AB5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5310+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1997
 AB5310
 AB5310  HISTORY     - Date     Condition        Report By
 AB5310  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5310  HISTORY     - 19970402 GOOD             FLDEP
 AB5310
 AB5310                          STATION DESCRIPTION
 AB5310
 AB5310'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5310'THE MARK IS ABOUT 2.4 MI (3.9 KM) NORTHEAST OF WINTER GARDEN, 0.9 MI
 AB5310'(1.4 KM) NORTH OF OCOEE IN SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28
 AB5310'EAST.  TO REACH THE MARK FROM THE FLORIDA TURNPIKE INTERCHANGE NUMBER
 AB5310'80 (WINTER GARDEN-OCOEE) AND STATE ROAD 50 (WEST COLONIAL DRIVE) ,
 AB5310'SOUTHEAST OF WINTER GARDEN AND SOUTHWEST OF OCOEE, GO EAST ON STATE
 AB5310'ROAD 50 (WEST COLONIAL DRIVE) FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 AB5310'OF COUNTY ROAD 439 NORTH (BLUFORD AVENUE) ON THE LEFT AND OLD WINTER
 AB5310'GARDEN ROAD ON THE RIGHT, TURN LEFT ON COUNTY ROAD 439 NORTH (BLUFORD
 AB5310'AVENUE) AND GO NORTH FOR 1.35 MI (2.17 KM) TO THE INTERSECTION OF
 AB5310'COUNTY ROAD 438, TURN LEFT ON COUNTY ROAD 438 AND GO WEST FOR 0.45 MI
 AB5310'(0.72 KM) TO THE JUNCTION OF COUNTY ROAD 437 ON THE RIGHT, TURN RIGHT
 AB5310'ON COUNTY ROAD 437 AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE MARK ON THE
 AB5310'RIGHT SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AB5310'GROUND AND LEVEL WITH COUNTY ROAD 437.  THE MARK CAN ALSO BE REACHED
 AB5310'FROM THE POST OFFICE IN WINTER GARDEN AT THE INTERSECTION OF NORTH
 AB5310'LAKE VIEW ROAD AND WEST PLANT STREET (COUNTY ROAD 438) , GO EAST ON
 AB5310'WEST PLANT STREET (COUNTY ROAD 438) FOR 2.4 MI (3.9 KM) TO THE
 AB5310'JUNCTION OF COUNTY ROAD 437 ON THE LEFT, TURN LEFT ON COUNTY ROAD 437
 AB5310'AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT.  LOCATED
 AB5310'40.3 FT (12.3 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AB5310'437, 31.0 FT (9.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 AB5310'ROAD, 6.3 FT (1.9 M) NORTH OF THE SOUTH CORNER OF A CHAINLINK FENCE
 AB5310'AND 2.1 FT (0.6 M) WEST OF A 6.0-FT HIGH CHAINLINK FENCE LINE WITH A
 AB5310'CARSONITE WIRNESS POST.
 AB5310
 AB5310                          STATION RECOVERY (1997)
 AB5310
 AB5310'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AB5310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5339 ***********************************************************************
 AB5339  DESIGNATION -  A 431
 AB5339  PID         -  AB5339
 AB5339  STATE/COUNTY-  FL/LAKE
 AB5339  USGS QUAD   -  HOWEY IN THE HILLS (1969)
 AB5339
 AB5339                         *CURRENT SURVEY CONTROL
 AB5339  ___________________________________________________________________
 AB5339* NAD 83(1986)-  28 42 22.     (N)    081 46 19.     (W)     SCALED    
 AB5339* NAVD 88     -        30.273  (meters)      99.32   (feet)  ADJUSTED  
 AB5339  ___________________________________________________________________
 AB5339  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AB5339  DYNAMIC HT  -          30.230 (meters)      99.18  (feet)  COMP
 AB5339  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 AB5339
 AB5339  VERT ORDER  -  SECOND    CLASS I
 AB5339
 AB5339.The horizontal coordinates were scaled from a topographic map and have
 AB5339.an estimated accuracy of +/- 6 seconds.
 AB5339
 AB5339.The orthometric height was determined by differential leveling
 AB5339.and adjusted by the National Geodetic Survey in September 1996..
 AB5339
 AB5339.The geoid height was determined by GEOID03.
 AB5339
 AB5339.The dynamic height is computed by dividing the NAVD 88
 AB5339.geopotential number by the normal gravity value computed on the
 AB5339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5339.degrees latitude (g = 980.6199 gals.).
 AB5339
 AB5339.The modeled gravity was interpolated from observed gravity values.
 AB5339
 AB5339;                    North         East    Units  Estimated Accuracy
 AB5339;SPC FL E     -   484,700.      124,570.      MT  (+/- 180 meters Scaled)
 AB5339
 AB5339                          SUPERSEDED SURVEY CONTROL
 AB5339
 AB5339.No superseded survey control is available for this station.
 AB5339
 AB5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM246756(NAD 83)
 AB5339_MARKER: F = FLANGE-ENCASED ROD
 AB5339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB5339_STAMPING: A 431 1994
 AB5339_MARK LOGO: NGS   
 AB5339_PROJECTION: FLUSH
 AB5339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5339+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 AB5339_ROD/PIPE-DEPTH: 33.5 meters
 AB5339
 AB5339  HISTORY     - Date     Condition        Report By
 AB5339  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5339  HISTORY     - 20020126 GOOD             USPSQD
 AB5339  HISTORY     - 20020625 GOOD             FLDEP
 AB5339
 AB5339                          STATION DESCRIPTION
 AB5339
 AB5339'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5339'THE MARK IS ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF HOWEY IN THE HILLS IN
 AB5339'SECTION 36, TOWNSHIP 20 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5339'THE POST OFFICE IN HOWEY IN THE HILLS, GO SOUTH ON STATE ROAD 19 (PALM
 AB5339'AVENUE) FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, A STAINLESS
 AB5339'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 110.6 FT (33.7 M) RECESSED
 AB5339'0.6 FT (18.3 CM) BELOW THE GROUND, WITH A LOGO CAP FLUSH WITH THE
 AB5339'GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF STATE ROAD 19. LOCATED
 AB5339'218.0 FT (66.4 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF CENTRAL
 AB5339'AVENUE, 173.0 FT (52.7 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 AB5339'SOUTH DIXIE DRIVE, 51.2 FT (15.6 M) NORTHWEST OF THE APPROXIMATE
 AB5339'CENTERLINE OF STATE ROAD 19 AND 1.2 FT (0.4 M) SOUTHWEST OF A
 AB5339'RIGHT-OF-WAY MARKER WITH A CARSONITE WITNESS POST.  NOTE ACCESS TO
 AB5339'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AB5339
 AB5339                          STATION RECOVERY (2002)
 AB5339
 AB5339'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 AB5339'RECOVERED IN GOOD CONDITION.
 AB5339
 AB5339                          STATION RECOVERY (2002)
 AB5339
 AB5339'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AB5339'RECOVERED IN GOOD CONDITION, NOT LEVELING TO THIS DATE.
 AB5339' 
 AB5339'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2354 ***********************************************************************
 AB2354  DESIGNATION -  A 432
 AB2354  PID         -  AB2354
 AB2354  STATE/COUNTY-  FL/MIAMI-DADE
 AB2354  USGS QUAD   -  ROYAL PALM RANGER STATION (1979)
 AB2354
 AB2354                         *CURRENT SURVEY CONTROL
 AB2354  ___________________________________________________________________
 AB2354* NAD 83(1999)-  25 26 51.32539(N)    080 30 06.83380(W)     ADJUSTED  
 AB2354* NAVD 88     -         1.810  (meters)       5.94   (feet)  ADJUSTED  
 AB2354  ___________________________________________________________________
 AB2354  X           -     950,958.537 (meters)                     COMP
 AB2354  Y           -  -5,683,860.956 (meters)                     COMP
 AB2354  Z           -   2,723,919.187 (meters)                     COMP
 AB2354  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AB2354  ELLIP HEIGHT-         -22.96  (meters)          (12/12/02) GPS OBS
 AB2354  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AB2354  DYNAMIC HT  -           1.807 (meters)       5.93  (feet)  COMP
 AB2354  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AB2354
 AB2354  HORZ ORDER  -  FIRST
 AB2354  VERT ORDER  -  FIRST     CLASS II
 AB2354  ELLP ORDER  -  FOURTH    CLASS I
 AB2354
 AB2354.The horizontal coordinates were established by GPS observations
 AB2354.and adjusted by the National Geodetic Survey in December 2002..
 AB2354
 AB2354.The orthometric height was determined by differential leveling
 AB2354.and adjusted by the National Geodetic Survey in April 1996..
 AB2354
 AB2354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2354
 AB2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2354
 AB2354.The ellipsoidal height was determined by GPS observations
 AB2354.and is referenced to NAD 83.
 AB2354
 AB2354.The geoid height was determined by GEOID03.
 AB2354
 AB2354.The dynamic height is computed by dividing the NAVD 88
 AB2354.geopotential number by the normal gravity value computed on the
 AB2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2354.degrees latitude (g = 980.6199 gals.).
 AB2354
 AB2354.The modeled gravity was interpolated from observed gravity values.
 AB2354
 AB2354;                    North         East     Units Scale Factor Converg.
 AB2354;SPC FL E     -   123,513.990   250,097.176   MT  0.99997216   +0 12 50.5
 AB2354;SPC FL E     -   405,228.82    820,527.15   sFT  0.99997216   +0 12 50.5
 AB2354;UTM  17      - 2,814,603.829   550,080.083   MT  0.99963097   +0 12 50.5
 AB2354
 AB2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2354!SPC FL E     -   1.00000361  x   0.99997216  =   0.99997577
 AB2354!UTM  17      -   1.00000361  x   0.99963097  =   0.99963458
 AB2354
 AB2354                          SUPERSEDED SURVEY CONTROL
 AB2354
 AB2354  NAVD 88 (12/12/02)    1.81   (m)            5.9    (f) LEVELING    3  
 AB2354
 AB2354.Superseded values are not recommended for survey control.
 AB2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2354.See file dsdata.txt to determine how the superseded data were derived.
 AB2354
 AB2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5008014604(NAD 83)
 AB2354_MARKER: F = FLANGE-ENCASED ROD
 AB2354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2354_STAMPING: A 432 1994
 AB2354_MARK LOGO: NGS   
 AB2354_PROJECTION: RECESSED 5 CENTIMETERS
 AB2354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2354+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AB2354_ROD/PIPE-DEPTH:  4.2 meters
 AB2354
 AB2354  HISTORY     - Date     Condition        Report By
 AB2354  HISTORY     - 1994     MONUMENTED       FLDEP
 AB2354  HISTORY     - 20020523 GOOD             MAPTEC
 AB2354
 AB2354                          STATION DESCRIPTION
 AB2354
 AB2354'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2354'THE MARK IS ABOUT 1.0 MI (1.6 KM) WEST OF FLORIDA CITY IN SECTION 26,
 AB2354'TOWNSHIP 57 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM THE
 AB2354'INTERSECTION OF U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN
 AB2354'FLORIDA CITY, GO WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR
 AB2354'1.7 MI (2.7 KM) TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE)
 AB2354'CONTINUE WEST ON PALM DRIVE (SW.  3 STREET) FOR 102.8 FT (31.3 M) TO
 AB2354'ROBERTS FRUIT AND VEGETABLE STAND ON THE LEFT AND THE MARK ON THE
 AB2354'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.8 FT
 AB2354'(4.2 M) RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND, WITH A
 AB2354'LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH PALM DRIVE (SW.  3
 AB2354'STREET) . LOCATED 102.8 FT (31.3 M) WEST OF THE APPROXIMATE CENTERLINE
 AB2354'OF (SW. 192 AVENUE) TOWER ROAD, 37.8 FT (11.5 M) SOUTH OF THE
 AB2354'APPROXIMATE CENTERLINE OF (SW.  3 STREET) PALM DRIVE, 4.2 FT (1.3 M)
 AB2354'NORTH OF A 6.0 FT (1.8 M) HIGH CHAIN-LINK FENCE AND 1.7 FT (0.5 M)
 AB2354'NORTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD
 AB2354'THROUGH A 5-INCH LOGO CAP.
 AB2354
 AB2354                          STATION RECOVERY (2002)
 AB2354
 AB2354'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB2354'RECOVERED AS DESCRIBED.
 AB2354'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2382 ***********************************************************************
 AB2382  DESIGNATION -  A 433
 AB2382  PID         -  AB2382
 AB2382  STATE/COUNTY-  FL/MIAMI-DADE
 AB2382  USGS QUAD   -  MAHOGANY HAMMOCK (1972)
 AB2382
 AB2382                         *CURRENT SURVEY CONTROL
 AB2382  ___________________________________________________________________
 AB2382* NAD 83(1999)-  25 22 10.69203(N)    080 49 02.70892(W)     ADJUSTED  
 AB2382* NAVD 88     -         0.876  (meters)       2.87   (feet)  ADJUSTED  
 AB2382  ___________________________________________________________________
 AB2382  X           -     920,235.265 (meters)                     COMP
 AB2382  Y           -  -5,692,669.513 (meters)                     COMP
 AB2382  Z           -   2,716,118.972 (meters)                     COMP
 AB2382  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AB2382  ELLIP HEIGHT-         -22.79  (meters)          (12/12/02) GPS OBS
 AB2382  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AB2382  DYNAMIC HT  -           0.875 (meters)       2.87  (feet)  COMP
 AB2382  MODELED GRAV-     978,992.6   (mgal)                       NAVD 88
 AB2382
 AB2382  HORZ ORDER  -  FIRST
 AB2382  VERT ORDER  -  FIRST     CLASS II
 AB2382  ELLP ORDER  -  FOURTH    CLASS I
 AB2382
 AB2382.The horizontal coordinates were established by GPS observations
 AB2382.and adjusted by the National Geodetic Survey in December 2002..
 AB2382
 AB2382.The orthometric height was determined by differential leveling
 AB2382.and adjusted by the National Geodetic Survey in April 1996..
 AB2382
 AB2382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2382
 AB2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2382
 AB2382.The ellipsoidal height was determined by GPS observations
 AB2382.and is referenced to NAD 83.
 AB2382
 AB2382.The geoid height was determined by GEOID03.
 AB2382
 AB2382.The dynamic height is computed by dividing the NAVD 88
 AB2382.geopotential number by the normal gravity value computed on the
 AB2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2382.degrees latitude (g = 980.6199 gals.).
 AB2382
 AB2382.The modeled gravity was interpolated from observed gravity values.
 AB2382
 AB2382;                    North         East     Units Scale Factor Converg.
 AB2382;SPC FL E     -   114,797.838   218,374.967   MT  0.99994534   +0 04 41.6
 AB2382;SPC FL E     -   376,632.57    716,451.87   sFT  0.99994534   +0 04 41.6
 AB2382;UTM  17      - 2,805,890.651   518,368.698   MT  0.99960417   +0 04 41.6
 AB2382
 AB2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2382!SPC FL E     -   1.00000358  x   0.99994534  =   0.99994892
 AB2382!UTM  17      -   1.00000358  x   0.99960417  =   0.99960775
 AB2382
 AB2382                          SUPERSEDED SURVEY CONTROL
 AB2382
 AB2382  NAVD 88 (12/12/02)    0.88   (m)            2.9    (f) LEVELING    3  
 AB2382
 AB2382.Superseded values are not recommended for survey control.
 AB2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2382.See file dsdata.txt to determine how the superseded data were derived.
 AB2382
 AB2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1836905891(NAD 83)
 AB2382_MARKER: F = FLANGE-ENCASED ROD
 AB2382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2382_STAMPING: A 433 1994
 AB2382_MARK LOGO: NGS   
 AB2382_PROJECTION: FLUSH
 AB2382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2382+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AB2382_ROD/PIPE-DEPTH:  3.8 meters
 AB2382
 AB2382  HISTORY     - Date     Condition        Report By
 AB2382  HISTORY     - 1994     MONUMENTED       FLDEP
 AB2382  HISTORY     - 20020523 GOOD             MAPTEC
 AB2382
 AB2382                          STATION DESCRIPTION
 AB2382
 AB2382'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2382'THE MARK IS ABOUT 21.5 MI (34.6 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2382'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2382'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2382'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2382'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2382'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2382'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2382'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2382'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2382'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2382'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2382'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2382'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2382'PARK ROAD (STATE ROAD 27) FOR 5.15 MI (8.29 KM) TO A CONCRETE CULVERT
 AB2382'AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 AB2382'A DEPTH OF 12.5 FT (3.8 M) RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF
 AB2382'THE GROUND, WITH A LOGO CAP FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM)
 AB2382'BELOW THE LEVEL THE PARK ROAD (STATE ROAD 27) . LOCATED 16.5 FT (5.0
 AB2382'M) WEST OF THE APPROXIMATE CENTERLINE OF PARK ROAD (STATE ROAD 27) ,
 AB2382'15.6 FT (4.8 M) NORTHEAST OF THE CENTER OF THE CONCRETE CULVERT AND
 AB2382'5.6 FT (1.7 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF PARK ROAD
 AB2382'(STATE ROAD 27) . NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AB2382'LOGO CAP.
 AB2382
 AB2382                          STATION RECOVERY (2002)
 AB2382
 AB2382'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB2382'RECOVERED AS DESCRIBED.
 AB2382'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6161 ***********************************************************************
 AE6161  DESIGNATION -  A 434
 AE6161  PID         -  AE6161
 AE6161  STATE/COUNTY-  FL/INDIAN RIVER
 AE6161  USGS QUAD   -  FORT DRUM NE (1972)
 AE6161
 AE6161                         *CURRENT SURVEY CONTROL
 AE6161  ___________________________________________________________________
 AE6161* NAD 83(1986)-  27 40 53.     (N)    080 50 15.     (W)     SCALED    
 AE6161* NAVD 88     -        14.529  (meters)      47.67   (feet)  ADJUSTED  
 AE6161  ___________________________________________________________________
 AE6161  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AE6161  DYNAMIC HT  -          14.507 (meters)      47.59  (feet)  COMP
 AE6161  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 AE6161
 AE6161  VERT ORDER  -  SECOND    CLASS I
 AE6161
 AE6161.The horizontal coordinates were scaled from a topographic map and have
 AE6161.an estimated accuracy of +/- 6 seconds.
 AE6161
 AE6161.The orthometric height was determined by differential leveling
 AE6161.and adjusted by the National Geodetic Survey in February 1998..
 AE6161
 AE6161.The geoid height was determined by GEOID03.
 AE6161
 AE6161.The dynamic height is computed by dividing the NAVD 88
 AE6161.geopotential number by the normal gravity value computed on the
 AE6161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6161.degrees latitude (g = 980.6199 gals.).
 AE6161
 AE6161.The modeled gravity was interpolated from observed gravity values.
 AE6161
 AE6161;                    North         East    Units  Estimated Accuracy
 AE6161;SPC FL E     -   370,910.      216,030.      MT  (+/- 180 meters Scaled)
 AE6161
 AE6161                          SUPERSEDED SURVEY CONTROL
 AE6161
 AE6161.No superseded survey control is available for this station.
 AE6161
 AE6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL160619(NAD 83)
 AE6161_MARKER: DV = VERTICAL CONTROL DISK
 AE6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6161_STAMPING: A 434 1994
 AE6161_MARK LOGO: NGS   
 AE6161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6161+STABILITY: SURFACE MOTION
 AE6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6161+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6161
 AE6161  HISTORY     - Date     Condition        Report By
 AE6161  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6161
 AE6161                          STATION DESCRIPTION
 AE6161
 AE6161'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 AE6161'THE MARK IS ABOUT 27.5 MI (44.3 KM) WEST OF VERO BEACH, 4.65 MI (7.48
 AE6161'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6161'60 IN YEEHAW JUNCTION IN SECTION 21, TOWNSHIP 32 SOUTH, RANGE 35 EAST.
 AE6161'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6161'ROAD 60 IN YEEHAW JUNCTION, GO SOUTHEAST ON STATE ROAD 60 FOR 4.65 MI
 AE6161'(7.48 KM) TO A DIM TRACK ROAD ON THE RIGHT (LEADING TO A POWERLINE
 AE6161'EASEMENT ENTRANCE) AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AE6161'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE
 AE6161'ROAD 60. LOCATED 51.4 FT (15.7 M) SOUTH OF THE APPROXIMATE CENTERLINE
 AE6161'OF STATE ROAD 60, 9.0 FT (2.7 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AE6161'THE DIRT ROAD, 1.8 FT (0.5 M) NORTH OF A METAL GATE AND 1.3 FT (0.4 M)
 AE6161'NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6210 ***********************************************************************
 AE6210  DESIGNATION -  A 435
 AE6210  PID         -  AE6210
 AE6210  STATE/COUNTY-  FL/BREVARD
 AE6210  USGS QUAD   -  KENANSVILLE SE (1972)
 AE6210
 AE6210                         *CURRENT SURVEY CONTROL
 AE6210  ___________________________________________________________________
 AE6210* NAD 83(1986)-  27 49 57.     (N)    080 48 44.     (W)     SCALED    
 AE6210* NAVD 88     -         6.259  (meters)      20.53   (feet)  ADJUSTED  
 AE6210  ___________________________________________________________________
 AE6210  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AE6210  DYNAMIC HT  -           6.249 (meters)      20.50  (feet)  COMP
 AE6210  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 AE6210
 AE6210  VERT ORDER  -  SECOND    CLASS I
 AE6210
 AE6210.The horizontal coordinates were scaled from a topographic map and have
 AE6210.an estimated accuracy of +/- 6 seconds.
 AE6210
 AE6210.The orthometric height was determined by differential leveling
 AE6210.and adjusted by the National Geodetic Survey in February 1998..
 AE6210
 AE6210.The geoid height was determined by GEOID03.
 AE6210
 AE6210.The dynamic height is computed by dividing the NAVD 88
 AE6210.geopotential number by the normal gravity value computed on the
 AE6210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6210.degrees latitude (g = 980.6199 gals.).
 AE6210
 AE6210.The modeled gravity was interpolated from observed gravity values.
 AE6210
 AE6210;                    North         East    Units  Estimated Accuracy
 AE6210;SPC FL E     -   387,660.      218,500.      MT  (+/- 180 meters Scaled)
 AE6210
 AE6210                          SUPERSEDED SURVEY CONTROL
 AE6210
 AE6210.No superseded survey control is available for this station.
 AE6210
 AE6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL184786(NAD 83)
 AE6210_MARKER: DV = VERTICAL CONTROL DISK
 AE6210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6210_STAMPING: A 435 1995
 AE6210_MARK LOGO: NGS   
 AE6210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6210+STABILITY: SURFACE MOTION
 AE6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6210+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6210
 AE6210  HISTORY     - Date     Condition        Report By
 AE6210  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6210
 AE6210                          STATION DESCRIPTION
 AE6210
 AE6210'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6210'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF KENANSVILLE IN
 AE6210'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6210'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6210'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6210'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6210'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6210'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6210'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6210'ON THE LEFT, BEAR LEFT ON SIX MILE ROAD AND GO EAST-NORTHEAST FOR 3.6
 AE6210'MI (5.8 KM) TO THE ENTRANCE TO THE FAR REACH RANCH, PASS THROUGH THE
 AE6210'GATE AND CONTINUE EAST FOR 3.45 MI (5.55 KM) TO A 90 DERGEE TURN
 AE6210'SOUTH, TURN SOUTH AND CONTINUE SOUTH ON THE DIM TRACK ROAD FOR 1.8 MI
 AE6210'(2.9 KM) TO A METAL GATE AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AE6210'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND RECESSED 0.6 FT
 AE6210'(18.3 CM) BELOW THE LEVEL OF THE DIM TRACK ROAD. LOCATED 8.8 FT (2.7
 AE6210'M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD, 1.6 FT
 AE6210'(0.5 M) NORTH OF THE METAL GATE, 1.5 FT (0.5 M) NORTH OF A EAST-WEST
 AE6210'ELECTIC FENCELINE AND 0.9 FT (27.4 CM) NORTH OF A CARSONITE WITNESS
 AE6210'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6227 ***********************************************************************
 AE6227  DESIGNATION -  A 436
 AE6227  PID         -  AE6227
 AE6227  STATE/COUNTY-  FL/INDIAN RIVER
 AE6227  USGS QUAD   -  FELLSMERE SW (1970)
 AE6227
 AE6227                         *CURRENT SURVEY CONTROL
 AE6227  ___________________________________________________________________
 AE6227* NAD 83(1986)-  27 49 21.     (N)    080 43 40.     (W)     SCALED    
 AE6227* NAVD 88     -         7.172  (meters)      23.53   (feet)  ADJUSTED  
 AE6227  ___________________________________________________________________
 AE6227  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AE6227  DYNAMIC HT  -           7.162 (meters)      23.50  (feet)  COMP
 AE6227  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 AE6227
 AE6227  VERT ORDER  -  SECOND    CLASS I
 AE6227
 AE6227.The horizontal coordinates were scaled from a topographic map and have
 AE6227.an estimated accuracy of +/- 6 seconds.
 AE6227
 AE6227.The orthometric height was determined by differential leveling
 AE6227.and adjusted by the National Geodetic Survey in February 1998..
 AE6227
 AE6227.The geoid height was determined by GEOID03.
 AE6227
 AE6227.The dynamic height is computed by dividing the NAVD 88
 AE6227.geopotential number by the normal gravity value computed on the
 AE6227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6227.degrees latitude (g = 980.6199 gals.).
 AE6227
 AE6227.The modeled gravity was interpolated from observed gravity values.
 AE6227
 AE6227;                    North         East    Units  Estimated Accuracy
 AE6227;SPC FL E     -   386,570.      226,820.      MT  (+/- 180 meters Scaled)
 AE6227
 AE6227                          SUPERSEDED SURVEY CONTROL
 AE6227
 AE6227.No superseded survey control is available for this station.
 AE6227
 AE6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL268775(NAD 83)
 AE6227_MARKER: F = FLANGE-ENCASED ROD
 AE6227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE6227_STAMPING: A 436 1995
 AE6227_MARK LOGO: NGS   
 AE6227_PROJECTION: RECESSED 3 CENTIMETERS
 AE6227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6227+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997
 AE6227_ROD/PIPE-DEPTH:  2.2 meters
 AE6227
 AE6227  HISTORY     - Date     Condition        Report By
 AE6227  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6227  HISTORY     - 19970806 GOOD             FLDEP
 AE6227
 AE6227                          STATION DESCRIPTION
 AE6227
 AE6227'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6227'THE MARK IS ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FELLSMERE, ESTIMATED
 AE6227'SECTION 4, IN TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6227'THE INTERSECTION OF COUNTY ROAD 512 AND COUNTY ROAD 507 IN FELLSMERE,
 AE6227'GO NORTH ON COUNTY ROAD 507 (BROADWAY STREET) FOR 0.4 MI (0.6 KM) TO A
 AE6227'STOP SIGN, TURN LEFT AND GO WEST ON COUNTY ROAD 507 (SOUTH CAROLINA
 AE6227'AVENUE) FOR 0.4 MI (0.6 KM) TO A SHARP BEND IN THE ROAD TO THE RIGHT
 AE6227'(138TH AVENUE), FOLLOW BEND RIGHT AND GO NORTH ON COUNTY ROAD 507 FOR
 AE6227'3.45 MI (5.55 KM) TO THE SOUTH SIDE OF C 54 CANAL AND A DIRT ROAD ON
 AE6227'THE LEFT, TURN LEFT ON DIRT ROAD (SOUTH OF C 54) AND GO WEST FOR 6.25
 AE6227'MI (10.06 KM) TO A PUBLIC BOAT RAMP AND A LOCKED GATE ON THE RIGHT,
 AE6227'TURN RIGHT AND GO NORTH (THRU LOCKED GATE) FOR 0.10 MI (0.16 KM) GOING
 AE6227'ACROSS FLOOD CONTROL STRUCTURE S 96 T0 AN EAST WEST DIRT ROAD ON TOP
 AE6227'OF LEVEE, TURN LEFT AND GO WEST, NORTH, THEN WEST AGAIN THRU A S-CURVE
 AE6227'FOR 0.1 TO A LOCKED GATE, CONTINUE WEST ON LEVEE ROAD FOR O.25 MI TO
 AE6227'FLOOD CONTROL STRUCTURE S 258 ON THE LEFT, CONTINUE WEST ON LEVEE ROAD
 AE6227'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 AE6227'DRIVEN TO REFUSAL AT A DEPTH OF 7.3 FT (2.2 M) WITH A LOGO RECESSED
 AE6227'0.2 FT (6.1 CM) BELOW GROUND, THE DATUM POINT IS RECESSED 0.1 FT (3.0
 AE6227'CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 33.8 FT (10.3 M) NORTH OF
 AE6227'THE APPROXIMATE CENTERLINE OF DIRT ON TOP OF LEVEE, 15.4 FT (4.7 M)
 AE6227'SOUTH OF A POWER POLE WITH SIX GUY WIRES, 2.1 FT (0.6 M) SOUTH OF A
 AE6227'CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THRU A
 AE6227'5-INCH LOGO CAP. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER
 AE6227'MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6227
 AE6227                          STATION RECOVERY (1997)
 AE6227
 AE6227'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (KBM)
 AE6227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6384 ***********************************************************************
 AE6384  DESIGNATION -  A 437
 AE6384  PID         -  AE6384
 AE6384  STATE/COUNTY-  FL/HIGHLANDS
 AE6384  USGS QUAD   -  BRIGHTON NW (1983)
 AE6384
 AE6384                         *CURRENT SURVEY CONTROL
 AE6384  ___________________________________________________________________
 AE6384* NAD 83(1999)-  27 11 36.36801(N)    081 12 06.08246(W)     ADJUSTED  
 AE6384* NAVD 88     -        10.886  (meters)      35.72   (feet)  ADJUSTED  
 AE6384  ___________________________________________________________________
 AE6384  X           -     868,352.068 (meters)                     COMP
 AE6384  Y           -  -5,610,307.396 (meters)                     COMP
 AE6384  Z           -   2,897,290.020 (meters)                     COMP
 AE6384  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AE6384  ELLIP HEIGHT-         -14.45  (meters)          (05/31/01) GPS OBS
 AE6384  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AE6384  DYNAMIC HT  -          10.870 (meters)      35.66  (feet)  COMP
 AE6384  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 AE6384
 AE6384  HORZ ORDER  -  FIRST
 AE6384  VERT ORDER  -  SECOND    CLASS I
 AE6384  ELLP ORDER  -  FOURTH    CLASS I
 AE6384
 AE6384.The horizontal coordinates were established by GPS observations
 AE6384.and adjusted by the National Geodetic Survey in May 2001..
 AE6384
 AE6384.The orthometric height was determined by differential leveling
 AE6384.and adjusted by the National Geodetic Survey in March 1998..
 AE6384
 AE6384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6384
 AE6384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6384
 AE6384.The ellipsoidal height was determined by GPS observations
 AE6384.and is referenced to NAD 83.
 AE6384
 AE6384.The geoid height was determined by GEOID03.
 AE6384
 AE6384.The dynamic height is computed by dividing the NAVD 88
 AE6384.geopotential number by the normal gravity value computed on the
 AE6384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6384.degrees latitude (g = 980.6199 gals.).
 AE6384
 AE6384.The modeled gravity was interpolated from observed gravity values.
 AE6384
 AE6384;                    North         East     Units Scale Factor Converg.
 AE6384;SPC FL E     -   316,852.500   180,016.842   MT  0.99994610   -0 05 31.8
 AE6384;SPC FL E     - 1,039,540.24    590,605.26   sFT  0.99994610   -0 05 31.8
 AE6384;UTM  17      - 3,007,876.373   480,023.660   MT  0.99960493   -0 05 31.8
 AE6384
 AE6384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6384!SPC FL E     -   1.00000227  x   0.99994610  =   0.99994837
 AE6384!UTM  17      -   1.00000227  x   0.99960493  =   0.99960720
 AE6384
 AE6384                          SUPERSEDED SURVEY CONTROL
 AE6384
 AE6384  NAD 83(1990)-  27 11 36.36701(N)    081 12 06.08208(W) AD(       ) 1
 AE6384  ELLIP H (05/30/00)  -14.48   (m)                       GP(       ) 3 2
 AE6384  NAVD 88 (05/30/00)   10.89   (m)           35.7    (f) LEVELING    3  
 AE6384
 AE6384.Superseded values are not recommended for survey control.
 AE6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6384.See file dsdata.txt to determine how the superseded data were derived.
 AE6384
 AE6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8002407876(NAD 83)
 AE6384_MARKER: DV = VERTICAL CONTROL DISK
 AE6384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6384_STAMPING: A 437 1995
 AE6384_MARK LOGO: NGS   
 AE6384_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6384+STABILITY: SURFACE MOTION
 AE6384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6384+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1999
 AE6384
 AE6384  HISTORY     - Date     Condition        Report By
 AE6384  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6384  HISTORY     - 19990713 GOOD             BAH
 AE6384
 AE6384                          STATION DESCRIPTION
 AE6384
 AE6384'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AE6384'THE MARK IS ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKEPORT, 12.3 MI
 AE6384'(19.8 KM) SOUTHEAST OF LAKE PLACID IN SECTION 11, TOWNSHIP 38 SOUTH,
 AE6384'RANGE 31 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AE6384'27 AND STATE ROAD 70 SOUTH OF LAKE PLACID, GO EAST ON STATE ROAD 70
 AE6384'FOR 7.7 MI (12.4 KM) TO THE WEST END OF THE BRIDGE OVER CANAL C 41
 AE6384'(HARNEY POND CANAL), TURN RIGHT AT THE WEST END OF THE BRIDGE, PASSING
 AE6384'THROUGH THE GATE, GO SOUTH ON THE LEVEE ROAD FOR 1.05 MI (1.69 KM) TO
 AE6384'A SHARP CURVE RIGHT AND THE MARK ON THE RIGHT SET IN THE TOP OF A
 AE6384'CONCRETE MONUMENT FLUSH WITH THE GROUND, NEAR THE SOUTHEASTERN FACING
 AE6384'TOE OF THE LEVEE. LOCATED 44.6 FT (13.6 M) NORTHWEST OF THE TOP SCARP
 AE6384'OF CANAL C 41, 17.4 FT (5.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 AE6384'OF THE DIM TRACK ROAD (LEVEE ROAD), 3.8 FT (1.2 M) SOUTHEAST OF A
 AE6384'BARBED WIRE FENCE AND 3.8 FT (1.2 M) SOUTHEAST OF A CARSONITE WITNESS
 AE6384'POST. NOTE ALL GATES ON LEVEE ARE LOCKED, FOR KEY CONTACT CARL ZEISS,
 AE6384'SOUTH FLORIDA WATER MANAGEMENT DISTRICT, WEST PALM BEACH, FL.  PHONE
 AE6384'NUMBER (407) 686-8800.
 AE6384
 AE6384                          STATION RECOVERY (1999)
 AE6384
 AE6384'RECOVERY NOTE BY BERRYMAN & HENIGAR 1999 (BH)
 AE6384'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6412 ***********************************************************************
 AE6412  DESIGNATION -  A 438
 AE6412  PID         -  AE6412
 AE6412  STATE/COUNTY-  FL/GLADES
 AE6412  USGS QUAD   -  OKEECHOBEE SW (1972)
 AE6412
 AE6412                         *CURRENT SURVEY CONTROL
 AE6412  ___________________________________________________________________
 AE6412* NAD 83(1999)-  27 03 40.49620(N)    080 58 21.86127(W)     ADJUSTED  
 AE6412* NAVD 88     -         9.496  (meters)      31.15   (feet)  ADJUSTED  
 AE6412  ___________________________________________________________________
 AE6412  X           -     891,811.161 (meters)                     COMP
 AE6412  Y           -  -5,613,387.029 (meters)                     COMP
 AE6412  Z           -   2,884,253.479 (meters)                     COMP
 AE6412  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AE6412  ELLIP HEIGHT-         -16.22  (meters)          (12/12/02) GPS OBS
 AE6412  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AE6412  DYNAMIC HT  -           9.481 (meters)      31.11  (feet)  COMP
 AE6412  MODELED GRAV-     979,098.9   (mgal)                       NAVD 88
 AE6412
 AE6412  HORZ ORDER  -  FIRST
 AE6412  VERT ORDER  -  FIRST     CLASS II
 AE6412  ELLP ORDER  -  FOURTH    CLASS I
 AE6412
 AE6412.The horizontal coordinates were established by GPS observations
 AE6412.and adjusted by the National Geodetic Survey in December 2002..
 AE6412
 AE6412.The orthometric height was determined by differential leveling
 AE6412.and adjusted by the National Geodetic Survey in January 2002..
 AE6412
 AE6412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6412
 AE6412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6412
 AE6412.The ellipsoidal height was determined by GPS observations
 AE6412.and is referenced to NAD 83.
 AE6412
 AE6412.The geoid height was determined by GEOID03.
 AE6412
 AE6412.The dynamic height is computed by dividing the NAVD 88
 AE6412.geopotential number by the normal gravity value computed on the
 AE6412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6412.degrees latitude (g = 980.6199 gals.).
 AE6412
 AE6412.The modeled gravity was interpolated from observed gravity values.
 AE6412
 AE6412;                    North         East     Units Scale Factor Converg.
 AE6412;SPC FL E     -   302,190.573   202,704.137   MT  0.99994127   +0 00 44.6
 AE6412;SPC FL E     -   991,436.90    665,038.49   sFT  0.99994127   +0 00 44.6
 AE6412;UTM  17      - 2,993,219.449   502,703.214   MT  0.99960009   +0 00 44.6
 AE6412
 AE6412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6412!SPC FL E     -   1.00000255  x   0.99994127  =   0.99994382
 AE6412!UTM  17      -   1.00000255  x   0.99960009  =   0.99960264
 AE6412
 AE6412                          SUPERSEDED SURVEY CONTROL
 AE6412
 AE6412  NAVD 88 (03/26/98)    9.509  (m)           31.20   (f) UNKNOWN     2 1
 AE6412
 AE6412.Superseded values are not recommended for survey control.
 AE6412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6412.See file dsdata.txt to determine how the superseded data were derived.
 AE6412
 AE6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK0270393219(NAD 83)
 AE6412_MARKER: DV = VERTICAL CONTROL DISK
 AE6412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6412_STAMPING: A 438 1995
 AE6412_MARK LOGO: NGS   
 AE6412_PROJECTION: RECESSED 13 CENTIMETERS
 AE6412_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6412+STABILITY: SURFACE MOTION
 AE6412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6412+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003
 AE6412
 AE6412  HISTORY     - Date     Condition        Report By
 AE6412  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6412  HISTORY     - 20010611 GOOD             EMCINC
 AE6412  HISTORY     - 2002     GOOD             MAPTEC
 AE6412  HISTORY     - 20030211 GOOD             FLDEP
 AE6412
 AE6412                          STATION DESCRIPTION
 AE6412
 AE6412'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AE6412'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTHEAST OF LAKEPORT IN SECTION
 AE6412'25, TOWNSHIP 39 SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM THE
 AE6412'INTERSECTION OF STATE ROAD 78 AND STATE ROAD 74 IN LAKEPORT, GO
 AE6412'NORTHEAST ON STATE ROAD 78 FOR 10.5 MI (16.9 KM) TO THE WEST END OF
 AE6412'THE BRIDGE OVER CANAL C 40 (INDIAN RIVER CANAL) AND A LOCKED GATE ON
 AE6412'THE RIGHT, TURN RIGHT PASSING THROUGH THE GATE, GO SOUTH ON THE LEVEE
 AE6412'ROAD FOR 0.45 MI (0.72 KM) TO A SHARP TURN TO THE RIGHT AND THE MARK
 AE6412'SET IN THE TOP OF A CONCRETE MONUMENT IN THE APPROXIMATE CENTERLINE OF
 AE6412'THE LEVEE ROAD ON TOP OF THE LEVEE AND RECESSED 0.5 FT (15.2 CM) BELOW
 AE6412'THE LEVEL OF THE GROUND. LOCATED 124.0 FT (37.8 M) EAST OF THE TOP
 AE6412'SCARP OF CANAL C 40, 112.5 FT (34.3 M) EAST OF A CARSONITE WITNESS
 AE6412'POST AND 68.7 FT (20.9 M) WEST OF A METAL GAURDRAIL. NOTE ALL GATES ON
 AE6412'LEVEE ARE LOCKED, FOR KEY CONTACT CARL ZEISS, SOUTH FLORIDA WATER
 AE6412'MANAGEMENT DISTRICT, WEST PALM BEACH, FL.  PHONE NUMBER (407)
 AE6412'686-8800.
 AE6412
 AE6412                          STATION RECOVERY (2001)
 AE6412
 AE6412'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AE6412'RECOVERED AS DESCRIBED.
 AE6412
 AE6412                          STATION RECOVERY (2002)
 AE6412
 AE6412'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (WJB)
 AE6412'RECOVERED BY DESCRIPTION.
 AE6412
 AE6412                          STATION RECOVERY (2003)
 AE6412
 AE6412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (SS)
 AE6412'RECOVERED IN GOOD CONDITION.
 AE6412'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6440 ***********************************************************************
 AE6440  DESIGNATION -  A 439
 AE6440  PID         -  AE6440
 AE6440  STATE/COUNTY-  FL/HIGHLANDS
 AE6440  USGS QUAD   -  BRIGHTON (1972)
 AE6440
 AE6440                         *CURRENT SURVEY CONTROL
 AE6440  ___________________________________________________________________
 AE6440* NAD 83(1999)-  27 14 26.19530(N)    081 05 58.48934(W)     ADJUSTED  
 AE6440* NAVD 88     -        12.802  (meters)      42.00   (feet)  ADJUSTED  
 AE6440  ___________________________________________________________________
 AE6440  X           -     877,979.353 (meters)                     COMP
 AE6440  Y           -  -5,606,390.262 (meters)                     COMP
 AE6440  Z           -   2,901,939.137 (meters)                     COMP
 AE6440  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AE6440  ELLIP HEIGHT-         -13.03  (meters)          (05/31/01) GPS OBS
 AE6440  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AE6440  DYNAMIC HT  -          12.782 (meters)      41.94  (feet)  COMP
 AE6440  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 AE6440
 AE6440  HORZ ORDER  -  FIRST
 AE6440  VERT ORDER  -  SECOND    CLASS I
 AE6440  ELLP ORDER  -  FOURTH    CLASS I
 AE6440
 AE6440.The horizontal coordinates were established by GPS observations
 AE6440.and adjusted by the National Geodetic Survey in May 2001..
 AE6440
 AE6440.The orthometric height was determined by differential leveling
 AE6440.and adjusted by the National Geodetic Survey in March 1998..
 AE6440
 AE6440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6440
 AE6440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6440
 AE6440.The ellipsoidal height was determined by GPS observations
 AE6440.and is referenced to NAD 83.
 AE6440
 AE6440.The geoid height was determined by GEOID03.
 AE6440
 AE6440.The dynamic height is computed by dividing the NAVD 88
 AE6440.geopotential number by the normal gravity value computed on the
 AE6440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6440.degrees latitude (g = 980.6199 gals.).
 AE6440
 AE6440.The modeled gravity was interpolated from observed gravity values.
 AE6440
 AE6440;                    North         East     Units Scale Factor Converg.
 AE6440;SPC FL E     -   322,067.276   190,137.861   MT  0.99994238   -0 02 44.1
 AE6440;SPC FL E     - 1,056,649.05    623,810.63   sFT  0.99994238   -0 02 44.1
 AE6440;UTM  17      - 3,013,089.369   490,141.226   MT  0.99960120   -0 02 44.1
 AE6440
 AE6440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6440!SPC FL E     -   1.00000205  x   0.99994238  =   0.99994443
 AE6440!UTM  17      -   1.00000205  x   0.99960120  =   0.99960325
 AE6440
 AE6440                          SUPERSEDED SURVEY CONTROL
 AE6440
 AE6440  NAD 83(1990)-  27 14 26.19430(N)    081 05 58.48895(W) AD(       ) 1
 AE6440  ELLIP H (05/30/00)  -13.05   (m)                       GP(       ) 3 2
 AE6440  NAVD 88 (05/30/00)   12.80   (m)           42.0    (f) LEVELING    3  
 AE6440
 AE6440.Superseded values are not recommended for survey control.
 AE6440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6440.See file dsdata.txt to determine how the superseded data were derived.
 AE6440
 AE6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9014113089(NAD 83)
 AE6440_MARKER: DV = VERTICAL CONTROL DISK
 AE6440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6440_STAMPING: A 439 1995
 AE6440_MARK LOGO: NGS   
 AE6440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6440+STABILITY: SURFACE MOTION
 AE6440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6440+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1999
 AE6440
 AE6440  HISTORY     - Date     Condition        Report By
 AE6440  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6440  HISTORY     - 19990713 GOOD             BAH
 AE6440
 AE6440                          STATION DESCRIPTION
 AE6440
 AE6440'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AE6440'THE MARK IS ABOUT 17.1 MI (27.5 KM) SOUTHEAST OF LAKE PLACID, 16.5 MI
 AE6440'(26.6 KM) WEST OF OKEECHOBEE IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE
 AE6440'32 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND
 AE6440'COUNTY ROAD 721 WEST OF OKEECHOBEE, GO NORTHEAST ON STATE ROAD 70 FOR
 AE6440'0.95 MI (1.53 KM) TO THE EAST END OF THE BRIDGE OVER CANAL C 41-A AND
 AE6440'A LEVEE ACCESS ROAD ON THE LEFT, TURN LEFT ON THE LEVELL ACCESSS ROAD
 AE6440'AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED GATE, PASSING THROUGH
 AE6440'THE GATE CONTINUE NORTH AND WEST FOR 1.1 MI (1.8 KM) TO A WOODEN POST
 AE6440'CULVERT MARKER ON THE LEFT AND THE MARK SET IN THE TOP OF A CONCRETE
 AE6440'MONUMENT IN THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD ON TOP OF THE
 AE6440'LEVEE AND RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE GROUND.
 AE6440'LOCATED 123.0 FT (37.5 M) NORTHEAST OF THE TOP SCARP OF CANAL C 41-A,
 AE6440'115.2 FT (35.1 M) SOUTHWEST OF A BARBED WIRE FENCE, 97.0 FT (29.6 M)
 AE6440'NORTHEAST OF A WOODEN POST CULVRET MARKER AND 97.0 FT (29.6 M)
 AE6440'NORTHEAST OF A CARSONITE WITNESS POST. NOTE ALL GATES ON LEVEE ARE
 AE6440'LOCKED, FOR KEY CONTACT CARL ZEISS, SOUTH FLORIDA WATER MANAGEMENT
 AE6440'DISTRICT, WEST PALM BEACH, FL.  PHONE NUMBER (407) 686-8800.
 AE6440
 AE6440                          STATION RECOVERY (1999)
 AE6440
 AE6440'RECOVERY NOTE BY BERRYMAN & HENIGAR 1999 (BH)
 AE6440'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0382 ***********************************************************************
 BE0382  DESIGNATION -  A 44
 BE0382  PID         -  BE0382
 BE0382  STATE/COUNTY-  FL/CALHOUN
 BE0382  USGS QUAD   -  ALTHA EAST (1994)
 BE0382
 BE0382                         *CURRENT SURVEY CONTROL
 BE0382  ___________________________________________________________________
 BE0382* NAD 83(1986)-  30 30 45.     (N)    085 07 21.     (W)     SCALED    
 BE0382* NAVD 88     -        42.772  (meters)     140.33   (feet)  ADJUSTED  
 BE0382  ___________________________________________________________________
 BE0382  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BE0382  DYNAMIC HT  -          42.715 (meters)     140.14  (feet)  COMP
 BE0382  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 BE0382
 BE0382  VERT ORDER  -  SECOND    CLASS 0
 BE0382
 BE0382.The horizontal coordinates were scaled from a topographic map and have
 BE0382.an estimated accuracy of +/- 6 seconds.
 BE0382
 BE0382.The orthometric height was determined by differential leveling
 BE0382.and adjusted by the National Geodetic Survey in June 1991..
 BE0382
 BE0382.The geoid height was determined by GEOID03.
 BE0382
 BE0382.The dynamic height is computed by dividing the NAVD 88
 BE0382.geopotential number by the normal gravity value computed on the
 BE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0382.degrees latitude (g = 980.6199 gals.).
 BE0382
 BE0382.The modeled gravity was interpolated from observed gravity values.
 BE0382
 BE0382;                    North         East    Units  Estimated Accuracy
 BE0382;SPC FL N     -   167,820.      540,250.      MT  (+/- 180 meters Scaled)
 BE0382
 BE0382                          SUPERSEDED SURVEY CONTROL
 BE0382
 BE0382  NGVD 29 (??/??/92)   42.887  (m)          140.71   (f) ADJ UNCH    2 0
 BE0382
 BE0382.Superseded values are not recommended for survey control.
 BE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0382.See file dsdata.txt to determine how the superseded data were derived.
 BE0382
 BE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU801770(NAD 83)
 BE0382_MARKER: DB = BENCH MARK DISK
 BE0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0382_STAMPING: 140.705 A 44 1934
 BE0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0382+STABILITY: SURFACE MOTION
 BE0382
 BE0382  HISTORY     - Date     Condition        Report By
 BE0382  HISTORY     - 1934     MONUMENTED       CGS
 BE0382  HISTORY     - 1955     POOR             NGS
 BE0382  HISTORY     - 1959     MARK NOT FOUND   NGS
 BE0382
 BE0382                          STATION DESCRIPTION
 BE0382
 BE0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0382'7.3 MI NW FROM BLOUNTSTOWN.
 BE0382'ABOUT 7.3 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM THE
 BE0382'INTERSECTION OF STATE HIGHWAY 20 AT BLOUNTSTOWN, 4.2 MILES
 BE0382'SOUTHEAST OF THE PUBLIC SCHOOL AT ALTHA, 0.35 MILES NORTHWEST
 BE0382'OF A WOODEN BRIDGE, 138 YARDS NORTHWEST OF THE CENTER OF CROSSING
 BE0382'OF HIGH TRANSMISSION POWER LINE, 57 FEET NORTHEAST OF THE CENTER
 BE0382'LINE OF THE HIGHWAY, 21 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BE0382'RAIL OF THE MARIANNA-BLOUNTSTOWN RR, 35 1/2 FEET NORTHWEST OF
 BE0382'THE CENTER LINE OF A DIM AND UNUSED TRAIL, 1 FOOT BELOW THE LEVEL
 BE0382'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0382'1 INCH.  NOTE-- ABOUT 1.2 MILES SOUTH EAST OF THE JUNCTION OF
 BE0382'STATE HIGHWAY 275 LEADING SOUTH-SOUTHWEST.  NOTE-- POST LEANING
 BE0382'SLIGHTLY TO THE SOUTHEAST.
 BE0382
 BE0382                          STATION RECOVERY (1959)
 BE0382
 BE0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 BE0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA5356 ***********************************************************************
 AA5356  DESIGNATION -  A 440
 AA5356  PID         -  AA5356
 AA5356  STATE/COUNTY-  FL/MIAMI-DADE
 AA5356  USGS QUAD   -  HIALEAH (1994)
 AA5356
 AA5356                         *CURRENT SURVEY CONTROL
 AA5356  ___________________________________________________________________
 AA5356* NAD 83(1986)-  25 50 27.     (N)    080 19 19.     (W)     SCALED    
 AA5356* NAVD 88     -         3.041  (meters)       9.98   (feet)  ADJUSTED  
 AA5356  ___________________________________________________________________
 AA5356  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AA5356  DYNAMIC HT  -           3.036 (meters)       9.96  (feet)  COMP
 AA5356  MODELED GRAV-     979,041.0   (mgal)                       NAVD 88
 AA5356
 AA5356  VERT ORDER  -  FIRST     CLASS II
 AA5356
 AA5356.The horizontal coordinates were scaled from a topographic map and have
 AA5356.an estimated accuracy of +/- 6 seconds.
 AA5356
 AA5356.The orthometric height was determined by differential leveling
 AA5356.and adjusted by the National Geodetic Survey in April 2001..
 AA5356
 AA5356.The geoid height was determined by GEOID03.
 AA5356
 AA5356.The dynamic height is computed by dividing the NAVD 88
 AA5356.geopotential number by the normal gravity value computed on the
 AA5356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5356.degrees latitude (g = 980.6199 gals.).
 AA5356
 AA5356.The modeled gravity was interpolated from observed gravity values.
 AA5356
 AA5356;                    North         East    Units  Estimated Accuracy
 AA5356;SPC FL E     -   167,160.      267,970.      MT  (+/- 180 meters Scaled)
 AA5356
 AA5356                          SUPERSEDED SURVEY CONTROL
 AA5356
 AA5356.No superseded survey control is available for this station.
 AA5356
 AA5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ679582(NAD 83)
 AA5356_MARKER: DV = VERTICAL CONTROL DISK
 AA5356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA5356_SP_SET: BRIDGE PILLAR
 AA5356_STAMPING: A 440 1995
 AA5356_MARK LOGO: NGS   
 AA5356_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5356+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA5356
 AA5356  HISTORY     - Date     Condition        Report By
 AA5356  HISTORY     - 1995     MONUMENTED       NGS
 AA5356
 AA5356                          STATION DESCRIPTION
 AA5356
 AA5356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5356'THE MARK IS ON THE WEST SIDE OF MIAMI AT THE INTERSECTION OF STATE
 AA5356'ROUTE 826 (PALMETTO EXPRESSWAY) AND NW 74TH STREET IN SECTION 11,
 AA5356'TOWNSHIP 53 SOUTH, RANGE 40 EAST. THE MARK IS AT THE INTERSECTION OF
 AA5356'STATE ROUTE 826 (PALMETTO EXPRESSWAY) AND NW 74TH STREET ON THE NORTH
 AA5356'SIDE OF NW 74TH STREET AND SET VERTICALLY IN THE EAST SIDE OF THE MOST
 AA5356'NORTHEAST PILLAR OF 10 PILLARS UNDER STATE ROUTE 826 (PALMETTO
 AA5356'EXPRESSWAY) 5.1 FT (1.6 M) ABOVE THE LEVEL OF THE GROUND. LOCATED 37.4
 AA5356'FT (11.4 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF NW 74TH
 AA5356'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9601 ***********************************************************************
 AC9601  DESIGNATION -  A 441
 AC9601  PID         -  AC9601
 AC9601  STATE/COUNTY-  FL/CLAY
 AC9601  USGS QUAD   -  MIDDLEBURG (1993)
 AC9601
 AC9601                         *CURRENT SURVEY CONTROL
 AC9601  ___________________________________________________________________
 AC9601* NAD 83(1986)-  30 06 07.     (N)    081 47 07.     (W)     SCALED    
 AC9601* NAVD 88     -         4.214  (meters)      13.83   (feet)  ADJUSTED  
 AC9601  ___________________________________________________________________
 AC9601  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AC9601  DYNAMIC HT  -           4.209 (meters)      13.81  (feet)  COMP
 AC9601  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 AC9601
 AC9601  VERT ORDER  -  SECOND    CLASS I
 AC9601
 AC9601.The horizontal coordinates were scaled from a topographic map and have
 AC9601.an estimated accuracy of +/- 6 seconds.
 AC9601
 AC9601.The orthometric height was determined by differential leveling
 AC9601.and adjusted by the National Geodetic Survey in September 1997..
 AC9601
 AC9601.The geoid height was determined by GEOID03.
 AC9601
 AC9601.The dynamic height is computed by dividing the NAVD 88
 AC9601.geopotential number by the normal gravity value computed on the
 AC9601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9601.degrees latitude (g = 980.6199 gals.).
 AC9601
 AC9601.The modeled gravity was interpolated from observed gravity values.
 AC9601
 AC9601;                    North         East    Units  Estimated Accuracy
 AC9601;SPC FL E     -   639,430.      124,310.      MT  (+/- 180 meters Scaled)
 AC9601
 AC9601                          SUPERSEDED SURVEY CONTROL
 AC9601
 AC9601.No superseded survey control is available for this station.
 AC9601
 AC9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP243303(NAD 83)
 AC9601_MARKER: DV = VERTICAL CONTROL DISK
 AC9601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9601_STAMPING: A 441 1995
 AC9601_MARK LOGO: NGS   
 AC9601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9601+STABILITY: SURFACE MOTION
 AC9601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9601+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9601
 AC9601  HISTORY     - Date     Condition        Report By
 AC9601  HISTORY     - 1995     MONUMENTED       FLDEP
 AC9601
 AC9601                          STATION DESCRIPTION
 AC9601
 AC9601'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AC9601'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTHWEST OF GREEN COVE SPRINGS,
 AC9601'9.0 MI (14.5 KM) SOUTHEAST OF ORANGE PARK IN SECTION 34, TOWNSHIP 4
 AC9601'SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE INTERSTATE 295
 AC9601'OVERPASS AND U.S. HIGHWAY 17 (ROOSEVELT BLVD) IN ORANGE PARK, GO SOUTH
 AC9601'ON U.S. HIGHWAY 17 (ROOSEVELT BLVD) FOR 6.25 MI (10.06 KM) TO THE
 AC9601'JUNCTION OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AC9601'220 AND GO WEST FOR 4.85 MI (7.81 KM) TO THE JUNCTION OF EMERALD LANE
 AC9601'ON THE RIGHT AND THE MARK ON THE RIGHT SET IN THE TOP OF A ROUND
 AC9601'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE
 AC9601'LEVEL COUNTY ROAD 220, 67.6 FT (20.6 M) NORTHEAST OF THE CENTERLINE OF
 AC9601'COUNTY ROAD 220, 26.0 FT (7.9 M) EAST OF THE CENTERLINE OF EMERALD
 AC9601'LANE, 18.8 FT (5.7 M) EAST OF A POWER POLE WITH ONE GUY WIRE, 1.7 FT
 AC9601'(0.5 M) SOUTH OF A BRICK ENTRANCE GATE AND 1.7 FT (0.5 M) SOUTH OF A
 AC9601'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9041 ***********************************************************************
 AC9041  DESIGNATION -  A 442
 AC9041  PID         -  AC9041
 AC9041  STATE/COUNTY-  FL/PUTNAM
 AC9041  USGS QUAD   -  BOSTWICK (1991)
 AC9041
 AC9041                         *CURRENT SURVEY CONTROL
 AC9041  ___________________________________________________________________
 AC9041* NAD 83(1986)-  29 45 31.     (N)    081 38 25.     (W)     SCALED    
 AC9041* NAVD 88     -         8.794  (meters)      28.85   (feet)  ADJUSTED  
 AC9041  ___________________________________________________________________
 AC9041  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AC9041  DYNAMIC HT  -           8.783 (meters)      28.82  (feet)  COMP
 AC9041  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AC9041
 AC9041  VERT ORDER  -  FIRST     CLASS II
 AC9041
 AC9041.The horizontal coordinates were scaled from a topographic map and have
 AC9041.an estimated accuracy of +/- 6 seconds.
 AC9041
 AC9041.The orthometric height was determined by differential leveling
 AC9041.and adjusted by the National Geodetic Survey in September 1997..
 AC9041
 AC9041.The geoid height was determined by GEOID03.
 AC9041
 AC9041.The dynamic height is computed by dividing the NAVD 88
 AC9041.geopotential number by the normal gravity value computed on the
 AC9041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9041.degrees latitude (g = 980.6199 gals.).
 AC9041
 AC9041.The modeled gravity was interpolated from observed gravity values.
 AC9041
 AC9041;                    North         East    Units  Estimated Accuracy
 AC9041;SPC FL E     -   601,280.      138,080.      MT  (+/- 180 meters Scaled)
 AC9041
 AC9041                          SUPERSEDED SURVEY CONTROL
 AC9041
 AC9041.No superseded survey control is available for this station.
 AC9041
 AC9041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380922(NAD 83)
 AC9041_MARKER: DV = VERTICAL CONTROL DISK
 AC9041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9041_STAMPING: A 442 1996
 AC9041_MARK LOGO: NGS   
 AC9041_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9041+STABILITY: SURFACE MOTION
 AC9041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9041+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9041
 AC9041  HISTORY     - Date     Condition        Report By
 AC9041  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9041
 AC9041                          STATION DESCRIPTION
 AC9041
 AC9041'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9041'THE MARK IS ABOUT 1.1 MI (1.8 KM) SOUTH OF BOSTWICK IN SECTION 31,
 AC9041'TOWNSHIP 8 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION
 AC9041'OF U.S. HIGHWAY 17 AND COUNTY ROAD 209 (EAST) PALMETTO BLUFF ROAD IN
 AC9041'BOSTWICK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.1 MI (1.8 KM) TO THE MARK
 AC9041'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AC9041'THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 17
 AC9041'SOUTHBOUND LANES. LOCATED 33.7 FT (10.3 M) WEST OF THE APPROXIMATE
 AC9041'CENTERLINE OF U.S. HIGHWAY 17 SOUTHBOUND LANES, 30.5 FT (9.3 M) EAST
 AC9041'OF A HOG WIRE FENCE AND 30.0 FT (9.1 M) EAST OF A CARSONITE WITNESS
 AC9041'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9706 ***********************************************************************
 AC9706  DESIGNATION -  A 443
 AC9706  PID         -  AC9706
 AC9706  STATE/COUNTY-  FL/CLAY
 AC9706  USGS QUAD   -  PENNEY FARMS (1993)
 AC9706
 AC9706                         *CURRENT SURVEY CONTROL
 AC9706  ___________________________________________________________________
 AC9706* NAD 83(1986)-  29 58 57.     (N)    081 48 24.     (W)     SCALED    
 AC9706* NAVD 88     -        29.056  (meters)      95.33   (feet)  ADJUSTED  
 AC9706  ___________________________________________________________________
 AC9706  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AC9706  DYNAMIC HT  -          29.018 (meters)      95.20  (feet)  COMP
 AC9706  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 AC9706
 AC9706  VERT ORDER  -  SECOND    CLASS I
 AC9706
 AC9706.The horizontal coordinates were scaled from a topographic map and have
 AC9706.an estimated accuracy of +/- 6 seconds.
 AC9706
 AC9706.The orthometric height was determined by differential leveling
 AC9706.and adjusted by the National Geodetic Survey in September 1997..
 AC9706
 AC9706.The geoid height was determined by GEOID03.
 AC9706
 AC9706.The dynamic height is computed by dividing the NAVD 88
 AC9706.geopotential number by the normal gravity value computed on the
 AC9706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9706.degrees latitude (g = 980.6199 gals.).
 AC9706
 AC9706.The modeled gravity was interpolated from observed gravity values.
 AC9706
 AC9706;                    North         East    Units  Estimated Accuracy
 AC9706;SPC FL E     -   626,200.      122,160.      MT  (+/- 180 meters Scaled)
 AC9706
 AC9706                          SUPERSEDED SURVEY CONTROL
 AC9706
 AC9706.No superseded survey control is available for this station.
 AC9706
 AC9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP221171(NAD 83)
 AC9706_MARKER: DV = VERTICAL CONTROL DISK
 AC9706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9706_STAMPING: A 443 1996
 AC9706_MARK LOGO: NGS   
 AC9706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9706+STABILITY: SURFACE MOTION
 AC9706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9706+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9706
 AC9706  HISTORY     - Date     Condition        Report By
 AC9706  HISTORY     - 1995     MONUMENTED       FLDEP
 AC9706  HISTORY     - 20030820 MARK NOT FOUND   FLDEP
 AC9706
 AC9706                          STATION DESCRIPTION
 AC9706
 AC9706'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AC9706'THE MARK IS IN PENNY FARMS, 9.0 MI (14.5 KM) WEST OF GREEN COVE
 AC9706'SPRING, 5.0 MI (8.0 KM) SOUTHEAST OF MIDDLEBURG ON STATE ROAD 16 IN
 AC9706'SECTION 16, TOWNSHIP 6 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM
 AC9706'THE POST OFFICE ON LEWIS AVENUE IN PENNY FARMS, GO NORTH ON LEWIS
 AC9706'AVENUE FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF STATE ROAD 16, TURN
 AC9706'RIGHT ON STATE ROAD 16 AND GO EAST FOR 0.2 MI (0.3 KM) TO THE ENTRANCE
 AC9706'OF THE PENNY FARMS RETIREMENT COMMUNITY AND THE MARK ON THE RIGHT, IN
 AC9706'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3
 AC9706'M) ABOVE THE LEVEL OF STATE ROAD 16, 65.5 FT (20.0 M) WEST OF THE EXIT
 AC9706'ROAD TO THE RETIREMENT COMMUNITY, 61.7 FT (18.8 M) EAST OF THE
 AC9706'APPROXIMATE CENTERLINE OF STATE ROAD 16, 41.3 FT (12.6 M) SOUTH OF THE
 AC9706'APPROXIMATE CENTERLINE OF THE ENTRANCE ROAD TO THE RETIREMENT
 AC9706'COMMUNITY, 15.0 FT (4.6 M) SOUTH OF A METAL STORM DRAIN GATE AND 1.4
 AC9706'FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 AC9706
 AC9706                          STATION RECOVERY (2003)
 AC9706
 AC9706'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9706'MARK NOT FOUND, THIS LOCATION IS UNDER POLING BOULEVARD (A PAVED
 AC9706'ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9768 ***********************************************************************
 AC9768  DESIGNATION -  A 444
 AC9768  PID         -  AC9768
 AC9768  STATE/COUNTY-  FL/PUTNAM
 AC9768  USGS QUAD   -  BAYWOOD (1993)
 AC9768
 AC9768                         *CURRENT SURVEY CONTROL
 AC9768  ___________________________________________________________________
 AC9768* NAD 83(1986)-  29 41 44.     (N)    081 45 25.     (W)     SCALED    
 AC9768* NAVD 88     -         4.674  (meters)      15.33   (feet)  ADJUSTED  
 AC9768  ___________________________________________________________________
 AC9768  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AC9768  DYNAMIC HT  -           4.668 (meters)      15.31  (feet)  COMP
 AC9768  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 AC9768
 AC9768  VERT ORDER  -  SECOND    CLASS I
 AC9768
 AC9768.The horizontal coordinates were scaled from a topographic map and have
 AC9768.an estimated accuracy of +/- 6 seconds.
 AC9768
 AC9768.The orthometric height was determined by differential leveling
 AC9768.and adjusted by the National Geodetic Survey in September 1997..
 AC9768
 AC9768.The geoid height was determined by GEOID03.
 AC9768
 AC9768.The dynamic height is computed by dividing the NAVD 88
 AC9768.geopotential number by the normal gravity value computed on the
 AC9768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9768.degrees latitude (g = 980.6199 gals.).
 AC9768
 AC9768.The modeled gravity was interpolated from observed gravity values.
 AC9768
 AC9768;                    North         East    Units  Estimated Accuracy
 AC9768;SPC FL E     -   594,360.      126,750.      MT  (+/- 180 meters Scaled)
 AC9768
 AC9768                          SUPERSEDED SURVEY CONTROL
 AC9768
 AC9768.No superseded survey control is available for this station.
 AC9768
 AC9768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN267852(NAD 83)
 AC9768_MARKER: DV = VERTICAL CONTROL DISK
 AC9768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9768_STAMPING: A 444 1996
 AC9768_MARK LOGO: NGS   
 AC9768_PROJECTION: FLUSH
 AC9768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9768+STABILITY: SURFACE MOTION
 AC9768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9768+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AC9768
 AC9768  HISTORY     - Date     Condition        Report By
 AC9768  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9768  HISTORY     - 20030821 GOOD             FLDEP
 AC9768
 AC9768                          STATION DESCRIPTION
 AC9768
 AC9768'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9768'THE MARK IS ABOUT 7.8 MI (12.6 KM) NORTHWEST OF PALATKA IN SECTION 38,
 AC9768'TOWNSHIP 9 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM CITY HALL ON
 AC9768'U.S. HIGHWAY 17 (REID STREET) IN PALATKA, GO WEST ON U.S. HIGHWAY 17
 AC9768'FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE ROAD 100 ON THE LEFT,
 AC9768'TURN LEFT ON STATE ROAD 100 AND CONTINUE WEST FOR 0.8 MI (1.3 KM) TO
 AC9768'THE INTERSECTION OF STATE ROAD 19, CONTINUE NORTHWEST ON STATE ROAD
 AC9768'100 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF COUNTY ROAD 309C ON THE
 AC9768'LEFT, CONTINUE NORTHWEST ON STATE ROAD 100 FOR 2.95 M (9.68 FT) TO A
 AC9768'CULVERT UNDER STATE ROAD 100 AND THE MARK ON THE RIGHT JUST WEST OF
 AC9768'THE CULVERT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AC9768'THE GROUND AND ABOUT O.5 FT BELOW THE LEVEL OF STATE ROAD 100. LOCATED
 AC9768'51.2 FT (15.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AC9768'100, 23.5 FT (7.2 M) NORTH-NORTHWEST OF THE WEST END OF THE NORTH
 AC9768'CONCRETE RETAINING WALL OF THE CULVERT UNDER STATE ROAD 100, 19.7 FT
 AC9768'(6.0 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DITCH ON THE
 AC9768'NORTH SIDE OF STATE ROAD 100 AND 2.0 FT (0.6 M) SOUTHWEST OF A
 AC9768'CARSONITE WITNESS POST.
 AC9768
 AC9768                          STATION RECOVERY (2003)
 AC9768
 AC9768'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9622 ***********************************************************************
 AC9622  DESIGNATION -  A 445
 AC9622  PID         -  AC9622
 AC9622  STATE/COUNTY-  FL/CLAY
 AC9622  USGS QUAD   -  STARKE (1991)
 AC9622
 AC9622                         *CURRENT SURVEY CONTROL
 AC9622  ___________________________________________________________________
 AC9622* NAD 83(1986)-  29 53 09.     (N)    082 02 18.     (W)     SCALED    
 AC9622* NAVD 88     -        61.370  (meters)     201.34   (feet)  ADJUSTED  
 AC9622  ___________________________________________________________________
 AC9622  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AC9622  DYNAMIC HT  -          61.289 (meters)     201.08  (feet)  COMP
 AC9622  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 AC9622
 AC9622  VERT ORDER  -  SECOND    CLASS I
 AC9622
 AC9622.The horizontal coordinates were scaled from a topographic map and have
 AC9622.an estimated accuracy of +/- 6 seconds.
 AC9622
 AC9622.The orthometric height was determined by differential leveling
 AC9622.and adjusted by the National Geodetic Survey in September 1997..
 AC9622
 AC9622.The geoid height was determined by GEOID03.
 AC9622
 AC9622.The dynamic height is computed by dividing the NAVD 88
 AC9622.geopotential number by the normal gravity value computed on the
 AC9622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9622.degrees latitude (g = 980.6199 gals.).
 AC9622
 AC9622.The modeled gravity was interpolated from observed gravity values.
 AC9622
 AC9622;                    North         East    Units  Estimated Accuracy
 AC9622;SPC FL E     -   615,670.       99,700.      MT  (+/- 180 meters Scaled)
 AC9622
 AC9622                          SUPERSEDED SURVEY CONTROL
 AC9622
 AC9622.No superseded survey control is available for this station.
 AC9622
 AC9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP997065(NAD 83)
 AC9622_MARKER: DV = VERTICAL CONTROL DISK
 AC9622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9622_STAMPING: A 445 1996
 AC9622_MARK LOGO: NGS   
 AC9622_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9622+STABILITY: SURFACE MOTION
 AC9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9622+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9622
 AC9622  HISTORY     - Date     Condition        Report By
 AC9622  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9622
 AC9622                          STATION DESCRIPTION
 AC9622
 AC9622'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9622'THE MARK IS ABOUT 16.0 MI (25.7 KM) SOUTHWEST OF MIDDLEBURG, 6.5 MI
 AC9622'(10.5 KM) NORTH OF KEYSTONE HEIGHTS ON TREAT ROAD IN THE CAMP BLANDING
 AC9622'MILITARY RESERVATION WILDLIFE MANAGEMENT AREA IN SECTION 18, TOWNSHIP
 AC9622'7 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AC9622'STATE ROAD 100 (WEST WALKER DRIVE) AND STATE ROAD 21 (SOUTH LAWRENCE
 AC9622'BOULEVARD) IN KEYSTONE HEIGHTS, GO NORTHEAST ON STATE ROAD 21 (SOUTH
 AC9622'LAWRENCE BOULEVARD) FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF GREBLE ROAD
 AC9622'ON THE LEFT, TURN LEFT ON GREBLE ROAD AND GO NORTHWEST, PASSING
 AC9622'THROUGH A LOCKED GATE, FOR 2.9 MI (4.7 KM) TO THE T-JUNCTION OF TREAT
 AC9622'ROAD RUNNING NORTH-SOUTH, TURN RIGHT ON TREAT ROAD AND GO NORTH FOR
 AC9622'3.00 MI (4.83 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT LEADING
 AC9622'WEST-NORTHWEST AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AC9622'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVLE OF THE
 AC9622'GROUND AND LEVEL WITH TREAT ROAD. LOCATED 95.6 FT (29.1 M) NORTHEAST
 AC9622'OF AND ACROSS TREAT ROAD FROM THE APPROXIMATE CENTERLINE OF A DIRT
 AC9622'ROAD LEADING WEST-NORTHWEST, 53.5 FT (16.3 M) EAST OF THE CENTERLINE
 AC9622'OF TREAT ROAD, 11.0 FT (3.4 M) WEST OF THE CENTER OF THE GATE ACROSS
 AC9622'THE DIRT ROAD LEADING EAST, 2.7 FT (0.8 M) NORTH OF THE CENTER OF THE
 AC9622'DIRT ROAD LEADING EAST AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS
 AC9622'POST. NOTE FOR KEY TO CAMP BLANDING MILITARY RESERVATION WILDLIFE
 AC9622'MANAGEMENT AREA CONTACT FFC SERGEANT SHEFFIELD AT (904) 533-3352.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9651 ***********************************************************************
 AC9651  DESIGNATION -  A 446
 AC9651  PID         -  AC9651
 AC9651  STATE/COUNTY-  FL/ALACHUA
 AC9651  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AC9651
 AC9651                         *CURRENT SURVEY CONTROL
 AC9651  ___________________________________________________________________
 AC9651* NAD 83(1986)-  29 41 16.     (N)    082 13 25.     (W)     SCALED    
 AC9651* NAVD 88     -        22.251  (meters)      73.00   (feet)  ADJUSTED  
 AC9651  ___________________________________________________________________
 AC9651  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AC9651  DYNAMIC HT  -          22.221 (meters)      72.90  (feet)  COMP
 AC9651  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AC9651
 AC9651  VERT ORDER  -  SECOND    CLASS I
 AC9651
 AC9651.The horizontal coordinates were scaled from a topographic map and have
 AC9651.an estimated accuracy of +/- 6 seconds.
 AC9651
 AC9651.The orthometric height was determined by differential leveling
 AC9651.and adjusted by the National Geodetic Survey in September 1997..
 AC9651
 AC9651.The geoid height was determined by GEOID03.
 AC9651
 AC9651.The dynamic height is computed by dividing the NAVD 88
 AC9651.geopotential number by the normal gravity value computed on the
 AC9651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9651.degrees latitude (g = 980.6199 gals.).
 AC9651
 AC9651.The modeled gravity was interpolated from observed gravity values.
 AC9651
 AC9651;                    North         East    Units  Estimated Accuracy
 AC9651;SPC FL N     -    78,440.      820,310.      MT  (+/- 180 meters Scaled)
 AC9651
 AC9651                          SUPERSEDED SURVEY CONTROL
 AC9651
 AC9651.No superseded survey control is available for this station.
 AC9651
 AC9651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN816848(NAD 83)
 AC9651_MARKER: DV = VERTICAL CONTROL DISK
 AC9651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9651_STAMPING: A 446 1996
 AC9651_MARK LOGO: NGS   
 AC9651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9651+STABILITY: SURFACE MOTION
 AC9651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9651+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9651
 AC9651  HISTORY     - Date     Condition        Report By
 AC9651  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9651
 AC9651                          STATION DESCRIPTION
 AC9651
 AC9651'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9651'THE MARK IS ABOUT 8.25 MI (13.28 KM) EAST OF GAINESVILLE, 11.75 MI
 AC9651'(18.91 KM) WEST OF MELROSE AND 8.0 MI (12.9 KM) SOUTH OF WALDO ON
 AC9651'STATE ROAD 26 IN SECTION 29, TOWNSHIP 9 SOUTH, RANGE 21 EAST. TO REACH
 AC9651'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (13TH STREET-DR.
 AC9651'MARTIN LUTHER KING JR.  HIGHWAY) AND STATE ROAD 26 (UNIVERSITY AVENUE)
 AC9651'IN GAINESVILLE, GO EAST ON STATE ROAD 26 (UNIVERSITY AVENUE) FOR 0.85
 AC9651'MI (1.37 KM) TO THE INTERSECTION OF MAIN STREET, CONTINUE EAST ON
 AC9651'STATE ROAD 26 (UNIVERSITY AVENUE) FOR 1.05 TO THE Y-JUNCTION OF STATE
 AC9651'ROAD 20 ON THE RIGHT, BEAR LEFT AND CONTINUE EAST ON STATE ROAD 26 FOR
 AC9651'6.2 MI (10.0 KM) TO THE NORTHEAST JUNCTION OF STATE ROAD 222 ON THE
 AC9651'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AC9651'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 222. LOCATED
 AC9651'21.0 FT (6.4 M) NORTH OF THE CENTERLINE OF STATE ROAD 26, 13.3 FT (4.1
 AC9651'M) SOUTH OF THE CENTERLINE OF STATE ROAD 222, 2.7 FT (0.8 M) EAST OF A
 AC9651'DOUBLE ROAD WARNING SIGN AND 2.5 FT (0.8 M) EAST OF A CARSONITE
 AC9651'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9679 ***********************************************************************
 AC9679  DESIGNATION -  A 447
 AC9679  PID         -  AC9679
 AC9679  STATE/COUNTY-  FL/ALACHUA
 AC9679  USGS QUAD   -  CITRA (1984)
 AC9679
 AC9679                         *CURRENT SURVEY CONTROL
 AC9679  ___________________________________________________________________
 AC9679* NAD 83(1986)-  29 27 56.     (N)    082 06 28.     (W)     SCALED    
 AC9679* NAVD 88     -        30.831  (meters)     101.15   (feet)  ADJUSTED  
 AC9679  ___________________________________________________________________
 AC9679  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AC9679  DYNAMIC HT  -          30.789 (meters)     101.01  (feet)  COMP
 AC9679  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 AC9679
 AC9679  VERT ORDER  -  SECOND    CLASS I
 AC9679
 AC9679.The horizontal coordinates were scaled from a topographic map and have
 AC9679.an estimated accuracy of +/- 6 seconds.
 AC9679
 AC9679.The orthometric height was determined by differential leveling
 AC9679.and adjusted by the National Geodetic Survey in September 1997..
 AC9679
 AC9679.The geoid height was determined by GEOID03.
 AC9679
 AC9679.The dynamic height is computed by dividing the NAVD 88
 AC9679.geopotential number by the normal gravity value computed on the
 AC9679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9679.degrees latitude (g = 980.6199 gals.).
 AC9679
 AC9679.The modeled gravity was interpolated from observed gravity values.
 AC9679
 AC9679;                    North         East    Units  Estimated Accuracy
 AC9679;SPC FL N     -    54,040.      832,030.      MT  (+/- 180 meters Scaled)
 AC9679
 AC9679                          SUPERSEDED SURVEY CONTROL
 AC9679
 AC9679.No superseded survey control is available for this station.
 AC9679
 AC9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN925600(NAD 83)
 AC9679_MARKER: DV = VERTICAL CONTROL DISK
 AC9679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9679_STAMPING: A 447 1996
 AC9679_MARK LOGO: NGS   
 AC9679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9679+STABILITY: SURFACE MOTION
 AC9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9679+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AC9679
 AC9679  HISTORY     - Date     Condition        Report By
 AC9679  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9679  HISTORY     - 19980601 GOOD             FLDEP
 AC9679
 AC9679                          STATION DESCRIPTION
 AC9679
 AC9679'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9679'THE MARK IS ABOUT 20.75 MI (33.39 KM) NORTH OF OCALA, 2.9 MI (4.7 KM)
 AC9679'SOUTH OF LOCHLOOSA ON U.S. HIGHWAY 301 (STATE ROAD 200) IN SECTION 9,
 AC9679'TOWNSHIP 12 SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE POST
 AC9679'OFFICE IN CITRA, GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO
 AC9679'THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON
 AC9679'U.S. HIGHWAY 301 (STATE ROAD 200) AND GO NORTH FOR 3.4 MI (5.5 KM) TO
 AC9679'THE MARK ON THE LEFT IN THE MEDIAN, SET IN THE TOP OF A ROUND CONCRETE
 AC9679'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH U.S. HIGHWAY 301 (STATE
 AC9679'ROAD 200). LOCATED 34.3 FT (10.5 M) NORTHWEST OF THE APPROXIMATE
 AC9679'CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 301 (STATE ROAD
 AC9679'200), 30.4 FT (9.3 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 AC9679'SOUTHBOUND LANES OF U.S. HIGHWAY 301 (STATE ROAD 200), 20.0 FT (6.1 M)
 AC9679'SOUTH OF THE SOUTHEAST CONCRETE GUARD RAIL OF THE SOUTHBOUND LANES,
 AC9679'17.4 FT (5.3 M) NORTH OF THE SOUTHWEST CONCRETE GUARD RAIL OF THE
 AC9679'NORTHBOUND LANES AND 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 AC9679
 AC9679                          STATION RECOVERY (1998)
 AC9679
 AC9679'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (JLM)
 AC9679'RECOVERED AS DESCRIBED FOR TIE MARK, NOT LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9744 ***********************************************************************
 AC9744  DESIGNATION -  A 449
 AC9744  PID         -  AC9744
 AC9744  STATE/COUNTY-  FL/CLAY
 AC9744  USGS QUAD   -  BOSTWICK (1991)
 AC9744
 AC9744                         *CURRENT SURVEY CONTROL
 AC9744  ___________________________________________________________________
 AC9744* NAD 83(1986)-  29 50 19.     (N)    081 40 53.     (W)     SCALED    
 AC9744* NAVD 88     -        27.974  (meters)      91.78   (feet)  ADJUSTED  
 AC9744  ___________________________________________________________________
 AC9744  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AC9744  DYNAMIC HT  -          27.936 (meters)      91.65  (feet)  COMP
 AC9744  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 AC9744
 AC9744  VERT ORDER  -  SECOND    CLASS I
 AC9744
 AC9744.The horizontal coordinates were scaled from a topographic map and have
 AC9744.an estimated accuracy of +/- 6 seconds.
 AC9744
 AC9744.The orthometric height was determined by differential leveling
 AC9744.and adjusted by the National Geodetic Survey in September 1997..
 AC9744
 AC9744.The geoid height was determined by GEOID03.
 AC9744
 AC9744.The dynamic height is computed by dividing the NAVD 88
 AC9744.geopotential number by the normal gravity value computed on the
 AC9744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9744.degrees latitude (g = 980.6199 gals.).
 AC9744
 AC9744.The modeled gravity was interpolated from observed gravity values.
 AC9744
 AC9744;                    North         East    Units  Estimated Accuracy
 AC9744;SPC FL E     -   610,170.      134,150.      MT  (+/- 180 meters Scaled)
 AC9744
 AC9744                          SUPERSEDED SURVEY CONTROL
 AC9744
 AC9744.No superseded survey control is available for this station.
 AC9744
 AC9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP341010(NAD 83)
 AC9744_MARKER: I = METAL ROD
 AC9744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9744_STAMPING: A 449 1996
 AC9744_MARK LOGO: NGS   
 AC9744_PROJECTION: FLUSH
 AC9744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9744+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9744_ROD/PIPE-DEPTH:  3.4 meters
 AC9744
 AC9744  HISTORY     - Date     Condition        Report By
 AC9744  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9744
 AC9744                          STATION DESCRIPTION
 AC9744
 AC9744'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9744'THE MARK IS ABOUT 5.1 MI (8.2 KM) NORTHWEST OF BOSTWICK IN SECTION 34,
 AC9744'TOWNSHIP 7 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 AC9744'OF COUNTY ROAD 209 EAST AND U.S. HIGHWAY 17 IN BOSTWICK, GO NORTH ON
 AC9744'U.S. HIGHWAY 17 FOR 4.75 MI (7.64 KM) TO THE JUNCTION OF COUNTY ROAD
 AC9744'214 (SUNGARDEN ROAD) ON THE LEFT, TURN LEFT ON COUNTY ROAD 214
 AC9744'(SUNGARDEN ROAD) AND GO WEST FOR 1.2 MI (1.9 KM) TO THE MARK ON THE
 AC9744'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.2 FT
 AC9744'(3.4 M) WITH A LOGO CAP SET FLUSH WITH THE GROUND, THE DATUM POINT IS
 AC9744'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE LOGO CAP AND ABOUT
 AC9744'LEVEL WITH THE ROAD. LOCATED 111.7 FT (34.0 M) NORTHWEST OF A POWER
 AC9744'POLE ON THE SOUTH SIDE OF THE ROAD, 36.2 FT (11.0 M) NORTH OF THE
 AC9744'APPROXIMATE CENTERLINE OF COUNTY ROAD 214 (SUNGARDEN ROAD), 11.2 FT
 AC9744'(3.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DITCH ON THE NORTH
 AC9744'SIDE OF THE ROAD AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 AC9744'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9833 ***********************************************************************
 AC9833  DESIGNATION -  A 450
 AC9833  PID         -  AC9833
 AC9833  STATE/COUNTY-  FL/PUTNAM
 AC9833  USGS QUAD   -  WELAKA (1994)
 AC9833
 AC9833                         *CURRENT SURVEY CONTROL
 AC9833  ___________________________________________________________________
 AC9833* NAD 83(1986)-  29 27 43.     (N)    081 44 18.     (W)     SCALED    
 AC9833* NAVD 88     -         4.970  (meters)      16.31   (feet)  ADJUSTED  
 AC9833  ___________________________________________________________________
 AC9833  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AC9833  DYNAMIC HT  -           4.963 (meters)      16.28  (feet)  COMP
 AC9833  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AC9833
 AC9833  VERT ORDER  -  SECOND    CLASS I
 AC9833
 AC9833.The horizontal coordinates were scaled from a topographic map and have
 AC9833.an estimated accuracy of +/- 6 seconds.
 AC9833
 AC9833.The orthometric height was determined by differential leveling
 AC9833.and adjusted by the National Geodetic Survey in September 1997..
 AC9833
 AC9833.Photographs are available for this station.
 AC9833
 AC9833.The geoid height was determined by GEOID03.
 AC9833
 AC9833.The dynamic height is computed by dividing the NAVD 88
 AC9833.geopotential number by the normal gravity value computed on the
 AC9833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9833.degrees latitude (g = 980.6199 gals.).
 AC9833
 AC9833.The modeled gravity was interpolated from observed gravity values.
 AC9833
 AC9833;                    North         East    Units  Estimated Accuracy
 AC9833;SPC FL E     -   568,460.      128,380.      MT  (+/- 180 meters Scaled)
 AC9833
 AC9833                          SUPERSEDED SURVEY CONTROL
 AC9833
 AC9833.No superseded survey control is available for this station.
 AC9833
 AC9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN284593(NAD 83)
 AC9833_MARKER: DV = VERTICAL CONTROL DISK
 AC9833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9833_STAMPING: A 450 1996
 AC9833_MARK LOGO: NGS   
 AC9833_PROJECTION: FLUSH
 AC9833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9833+STABILITY: SURFACE MOTION
 AC9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9833+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9833
 AC9833  HISTORY     - Date     Condition        Report By
 AC9833  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9833  HISTORY     - 20040721 GOOD             FLDEP
 AC9833
 AC9833                          STATION DESCRIPTION
 AC9833
 AC9833'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9833'THE MARK IS ABOUT 16.2 MI (26.1 KM) SOUTHWEST OF PALATKA, 7.4 MI (11.9
 AC9833'KM) NORTH OF SALT SPRINGS IN SECTION 45, TOWNSHIP 12 SOUTH, RANGE 26
 AC9833'EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY
 AC9833'17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AC9833'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AC9833'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORTHWEST FOR
 AC9833'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AC9833'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 10.85 MI (17.46 KM) TO THE
 AC9833'SOUTH END OF THE CROSS FLORIDA BARGE CANAL BRIDGE, CONTINUE SOUTH ON
 AC9833'STATE ROAD 19 FOR 3.8 MI (6.1 KM) TO THE BRIDGE OVER THE OKLAWAHA
 AC9833'RIVER, CONTINUE SOUTH ON STATE ROAD 19 FOR 1.05 MI (1.69 KM) TO THE
 AC9833'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AC9833'WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD
 AC9833'19,  57.0 FT (17.4 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AC9833'19, 53.2 FT (16.2 M) NORTH-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER
 AC9833'AND 3.6 FT (1.1 M) EAST OF A CARSONITE WITNESS POST.
 AC9833
 AC9833                          STATION RECOVERY (2004)
 AC9833
 AC9833'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9833'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9876 ***********************************************************************
 AC9876  DESIGNATION -  A 451
 AC9876  PID         -  AC9876
 AC9876  STATE/COUNTY-  FL/PUTNAM
 AC9876  USGS QUAD   -  RODMAN (1993)
 AC9876
 AC9876                         *CURRENT SURVEY CONTROL
 AC9876  ___________________________________________________________________
 AC9876* NAD 83(1986)-  29 33 06.     (N)    081 51 52.     (W)     SCALED    
 AC9876* NAVD 88     -        17.122  (meters)      56.17   (feet)  ADJUSTED  
 AC9876  ___________________________________________________________________
 AC9876  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AC9876  DYNAMIC HT  -          17.099 (meters)      56.10  (feet)  COMP
 AC9876  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 AC9876
 AC9876  VERT ORDER  -  SECOND    CLASS I
 AC9876
 AC9876.The horizontal coordinates were scaled from a topographic map and have
 AC9876.an estimated accuracy of +/- 6 seconds.
 AC9876
 AC9876.The orthometric height was determined by differential leveling
 AC9876.and adjusted by the National Geodetic Survey in September 1997..
 AC9876
 AC9876.The geoid height was determined by GEOID03.
 AC9876
 AC9876.The dynamic height is computed by dividing the NAVD 88
 AC9876.geopotential number by the normal gravity value computed on the
 AC9876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9876.degrees latitude (g = 980.6199 gals.).
 AC9876
 AC9876.The modeled gravity was interpolated from observed gravity values.
 AC9876
 AC9876;                    North         East    Units  Estimated Accuracy
 AC9876;SPC FL E     -   578,490.      116,220.      MT  (+/- 180 meters Scaled)
 AC9876
 AC9876                          SUPERSEDED SURVEY CONTROL
 AC9876
 AC9876.No superseded survey control is available for this station.
 AC9876
 AC9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN162694(NAD 83)
 AC9876_MARKER: DV = VERTICAL CONTROL DISK
 AC9876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9876_STAMPING: A 451
 AC9876_MARK LOGO: NGS   
 AC9876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9876+STABILITY: SURFACE MOTION
 AC9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9876+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9876
 AC9876  HISTORY     - Date     Condition        Report By
 AC9876  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9876
 AC9876                          STATION DESCRIPTION
 AC9876
 AC9876'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9876'THE MARK IS ABOUT 17.25 MI (27.76 KM) SOUTH OF PALATKA, 16.85 MI
 AC9876'(27.12 KM) NORTH OF SALT SPRINGS ON COUNTY ROAD 310 IN SECTION 11,
 AC9876'TOWNSHIP 11 SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE CITY HALL
 AC9876'IN PALATKA ON U.S. HIGHWAY 17 (REID STREET, STATE ROAD 100), GO WEST
 AC9876'ON U.S. HIGHWAY 17 (REID STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM)
 AC9876'TO THE JUNCTION OF STATE ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD
 AC9876'100 AND GO NORTHWEST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE
 AC9876'ROAD 19, TURN LEFT ON STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 10.25
 AC9876'MI (16.50 KM) TO THE Y-JUNCTION OF COUNTY ROAD 310 ON THE RIGHT, BEAR
 AC9876'RIGHT ON COUNTY ROAD 310 AND GO SOUTHWEST THEN WEST FOR 6.9 MI (11.1
 AC9876'KM) TO THE MARK ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT
 AC9876'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 310. LOCATED ABOUT
 AC9876'375.0 FT (114.3 M) WEST OF THE EXTENDED CENTERLINE OF SPRUCE ROAD (A
 AC9876'DIRT ROAD LEADING NORTH), 48.0 FT (14.6 M) SOUTH OF THE CENTERLINE OF
 AC9876'COUNTY ROAD 310, 12.0 FT (3.7 M) WEST OF THE CENTER OF A METAL GATE
 AC9876'AND 3.0 FT (0.9 M) NORTH OF A CHAINLINK FENCE AND A CARSONITE WITNESS
 AC9876'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9782 ***********************************************************************
 AC9782  DESIGNATION -  A 452
 AC9782  PID         -  AC9782
 AC9782  STATE/COUNTY-  FL/PUTNAM
 AC9782  USGS QUAD   -  PUTNAM HALL (1993)
 AC9782
 AC9782                         *CURRENT SURVEY CONTROL
 AC9782  ___________________________________________________________________
 AC9782* NAD 83(1986)-  29 41 25.     (N)    081 54 23.     (W)     SCALED    
 AC9782* NAVD 88     -        35.309  (meters)     115.84   (feet)  ADJUSTED  
 AC9782  ___________________________________________________________________
 AC9782  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AC9782  DYNAMIC HT  -          35.261 (meters)     115.69  (feet)  COMP
 AC9782  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 AC9782
 AC9782  VERT ORDER  -  SECOND    CLASS I
 AC9782
 AC9782.The horizontal coordinates were scaled from a topographic map and have
 AC9782.an estimated accuracy of +/- 6 seconds.
 AC9782
 AC9782.The orthometric height was determined by differential leveling
 AC9782.and adjusted by the National Geodetic Survey in September 1997..
 AC9782
 AC9782.The geoid height was determined by GEOID03.
 AC9782
 AC9782.The dynamic height is computed by dividing the NAVD 88
 AC9782.geopotential number by the normal gravity value computed on the
 AC9782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9782.degrees latitude (g = 980.6199 gals.).
 AC9782
 AC9782.The modeled gravity was interpolated from observed gravity values.
 AC9782
 AC9782;                    North         East    Units  Estimated Accuracy
 AC9782;SPC FL E     -   593,880.      112,280.      MT  (+/- 180 meters Scaled)
 AC9782
 AC9782                          SUPERSEDED SURVEY CONTROL
 AC9782
 AC9782.No superseded survey control is available for this station.
 AC9782
 AC9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN123848(NAD 83)
 AC9782_MARKER: DV = VERTICAL CONTROL DISK
 AC9782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9782_STAMPING: A 452 1996
 AC9782_MARK LOGO: NGS   
 AC9782_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9782+STABILITY: SURFACE MOTION
 AC9782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9782+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9782
 AC9782  HISTORY     - Date     Condition        Report By
 AC9782  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9782
 AC9782                          STATION DESCRIPTION
 AC9782
 AC9782'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9782'THE MARK IS ABOUT 4.5 MI (7.2 KM) NORTH OF INTERLACHEN, 2.7 MI (4.3
 AC9782'KM) SOUTH OF GRANDIN IN SECTION 21, TOWNSHIP 9 SOUTH, RANGE 24 EAST.
 AC9782'TO REACH THE MARK FROM THE POST OFFICE IN GRANDIN, GO SOUTH ON COUNTY
 AC9782'ROAD 315 FOR 2.45 MI (3.94 KM) TO THE MARK ON THE RIGHT, SET IN THE
 AC9782'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0
 AC9782'FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 315. LOCATED 79.4 FT (24.2
 AC9782'M) NORTHWEST OF A 45-MPH SPEED LIMT SIGN, 37.1 FT (11.3 M) WEST OF THE
 AC9782'APPROXIMATE CENTERLINE OF COUNTY ROAD 315, 8.0 FT (2.4 M) WEST OF A
 AC9782'POWER POLE AND 1.4 FT (0.4 M) EAST OF A CARSONITE WITNESS IN THE
 AC9782'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9809 ***********************************************************************
 AC9809  DESIGNATION -  A 453
 AC9809  PID         -  AC9809
 AC9809  STATE/COUNTY-  FL/MARION
 AC9809  USGS QUAD   -  FORT MC COY (1993)
 AC9809
 AC9809                         *CURRENT SURVEY CONTROL
 AC9809  ___________________________________________________________________
 AC9809* NAD 83(1986)-  29 17 45.     (N)    081 58 41.     (W)     SCALED    
 AC9809* NAVD 88     -        18.676  (meters)      61.27   (feet)  ADJUSTED  
 AC9809  ___________________________________________________________________
 AC9809  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AC9809  DYNAMIC HT  -          18.651 (meters)      61.19  (feet)  COMP
 AC9809  MODELED GRAV-     979,265.2   (mgal)                       NAVD 88
 AC9809
 AC9809  VERT ORDER  -  SECOND    CLASS I
 AC9809
 AC9809.The horizontal coordinates were scaled from a topographic map and have
 AC9809.an estimated accuracy of +/- 6 seconds.
 AC9809
 AC9809.The orthometric height was determined by differential leveling
 AC9809.and adjusted by the National Geodetic Survey in September 1997..
 AC9809
 AC9809.The geoid height was determined by GEOID03.
 AC9809
 AC9809.The dynamic height is computed by dividing the NAVD 88
 AC9809.geopotential number by the normal gravity value computed on the
 AC9809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9809.degrees latitude (g = 980.6199 gals.).
 AC9809
 AC9809.The modeled gravity was interpolated from observed gravity values.
 AC9809
 AC9809;                    North         East    Units  Estimated Accuracy
 AC9809;SPC FL W     -   549,820.      202,130.      MT  (+/- 180 meters Scaled)
 AC9809
 AC9809                          SUPERSEDED SURVEY CONTROL
 AC9809
 AC9809.No superseded survey control is available for this station.
 AC9809
 AC9809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN050411(NAD 83)
 AC9809_MARKER: DV = VERTICAL CONTROL DISK
 AC9809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9809_STAMPING: A 453 1996
 AC9809_MARK LOGO: NGS   
 AC9809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9809+STABILITY: SURFACE MOTION
 AC9809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9809+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9809
 AC9809  HISTORY     - Date     Condition        Report By
 AC9809  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9809
 AC9809                          STATION DESCRIPTION
 AC9809
 AC9809'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9809'THE MARK IS ABOUT 5.0 MI (8.0 KM) SOUTH OF FORT MCCOY IN SECTION 11,
 AC9809'TOWNSHIP 14 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 AC9809'INTERSECTION OF COUNTY ROAD 316 AND COUNTY ROAD 315 IN FORT MCCOY, GO
 AC9809'SOUTH ON COUNTY ROAD 315 FOR 5.0 MI (8.0 KM) TO A METAL GATE ON THE
 AC9809'LEFT AND THE MARK ON THE LEFT, IN TOP OF A ROUND CONCRETE MONUMENT
 AC9809'RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0
 AC9809'FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 315,  186.0 FT (56.7 M)
 AC9809'SOUTH-SOUTHWEST OF THE EXTENDED CENTERLINE OF NORTHEAST 100TH STREET,
 AC9809'37.7 FT (11.5 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AC9809'315, 20.0 FT (6.1 M) SOUTHWEST OF THE CENTER OF A METAL GATE, 1.3 FT
 AC9809'(0.4 M) NORTHWEST OF A BARBED WIRE FENCE CORNER AND 0.8 FT (24.4 CM)
 AC9809'WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0207 ***********************************************************************
 AI0207  DESIGNATION -  A 454
 AI0207  PID         -  AI0207
 AI0207  STATE/COUNTY-  FL/SEMINOLE
 AI0207  USGS QUAD   -  OSTEEN (1980)
 AI0207
 AI0207                         *CURRENT SURVEY CONTROL
 AI0207  ___________________________________________________________________
 AI0207* NAD 83(1986)-  28 47 12.     (N)    081 10 50.     (W)     SCALED    
 AI0207* NAVD 88     -         2.361  (meters)       7.75   (feet)  ADJUSTED  
 AI0207  ___________________________________________________________________
 AI0207  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AI0207  DYNAMIC HT  -           2.358 (meters)       7.74  (feet)  COMP
 AI0207  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 AI0207
 AI0207  VERT ORDER  -  SECOND    CLASS I
 AI0207
 AI0207.The horizontal coordinates were scaled from a topographic map and have
 AI0207.an estimated accuracy of +/- 6 seconds.
 AI0207
 AI0207.The orthometric height was determined by differential leveling
 AI0207.and adjusted by the National Geodetic Survey in July 1999..
 AI0207
 AI0207.The geoid height was determined by GEOID03.
 AI0207
 AI0207.The dynamic height is computed by dividing the NAVD 88
 AI0207.geopotential number by the normal gravity value computed on the
 AI0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0207.degrees latitude (g = 980.6199 gals.).
 AI0207
 AI0207.The modeled gravity was interpolated from observed gravity values.
 AI0207
 AI0207;                    North         East    Units  Estimated Accuracy
 AI0207;SPC FL E     -   493,400.      182,370.      MT  (+/- 180 meters Scaled)
 AI0207
 AI0207                          SUPERSEDED SURVEY CONTROL
 AI0207
 AI0207.No superseded survey control is available for this station.
 AI0207
 AI0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM823843(NAD 83)
 AI0207_MARKER: DV = VERTICAL CONTROL DISK
 AI0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0207_STAMPING: A 454 1996
 AI0207_MARK LOGO: NGS   
 AI0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0207+STABILITY: SURFACE MOTION
 AI0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0207+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI0207
 AI0207  HISTORY     - Date     Condition        Report By
 AI0207  HISTORY     - 1996     MONUMENTED       FLDEP
 AI0207
 AI0207                          STATION DESCRIPTION
 AI0207
 AI0207'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0207'THE MARK IS ABOUT 5.5 MI (8.9 KM) EAST OF SANFORD ON OLD GENEVA ROAD
 AI0207'IN SECTION 35, TOWNSHIP 20 SOUTH, RANGE 31 EAST. TO REACH THE MARK
 AI0207'FROM THE JUNCTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 46 ON THE
 AI0207'SOUTH SIDE OF SANFORD, GO EAST ON STATE ROAD 46 FOR 5.5 MI (8.9 KM) TO
 AI0207'THE JUNCTION OF OLD GENEVA ROAD, TURN LEFT ON OLD GENEVA ROAD AND GO
 AI0207'NORTHEAST FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF A DRIVEWAY ON THE
 AI0207'LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AI0207'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH OLD GENEVA ROAD. LOCATED
 AI0207'158.0 FT (48.2 M) SOUTHEAST OF BEACH MARK A 30, 82.0 FT (25.0 M)
 AI0207'SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE AT THE DEAD END OF OLD
 AI0207'GENEVA ROAD, 26.3 FT (8.0 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 AI0207'OF OLD GENEVA ROAD, 14.0 FT (4.3 M) SOUTHWEST OF MAIL BOX NUMBER
 AI0207'71137, 10.0 FT (3.0 M) NORTHWEST OF A CYPRESS TREE AND 1.0 FT (0.3 M)
 AI0207'NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI1493 ***********************************************************************
 AI1493  DESIGNATION -  A 455
 AI1493  PID         -  AI1493
 AI1493  STATE/COUNTY-  FL/BROWARD
 AI1493  USGS QUAD   -  NORTH OF LONE PALM (1979)
 AI1493
 AI1493                         *CURRENT SURVEY CONTROL
 AI1493  ___________________________________________________________________
 AI1493* NAD 83(1986)-  26 19 53.     (N)    080 49 24.     (W)     SCALED    
 AI1493* NAVD 88     -         5.014  (meters)      16.45   (feet)  ADJUSTED  
 AI1493  ___________________________________________________________________
 AI1493  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AI1493  DYNAMIC HT  -           5.006 (meters)      16.42  (feet)  COMP
 AI1493  MODELED GRAV-     979,058.7   (mgal)                       NAVD 88
 AI1493
 AI1493  VERT ORDER  -  FIRST     CLASS II
 AI1493
 AI1493.The horizontal coordinates were scaled from a topographic map and have
 AI1493.an estimated accuracy of +/- 6 seconds.
 AI1493
 AI1493.The orthometric height was determined by differential leveling
 AI1493.and adjusted by the National Geodetic Survey in October 1999..
 AI1493
 AI1493.The geoid height was determined by GEOID03.
 AI1493
 AI1493.The dynamic height is computed by dividing the NAVD 88
 AI1493.geopotential number by the normal gravity value computed on the
 AI1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1493.degrees latitude (g = 980.6199 gals.).
 AI1493
 AI1493.The modeled gravity was interpolated from observed gravity values.
 AI1493
 AI1493;                    North         East    Units  Estimated Accuracy
 AI1493;SPC FL E     -   221,340.      217,640.      MT  (+/- 180 meters Scaled)
 AI1493
 AI1493                          SUPERSEDED SURVEY CONTROL
 AI1493
 AI1493.No superseded survey control is available for this station.
 AI1493
 AI1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK176123(NAD 83)
 AI1493_MARKER: F = FLANGE-ENCASED ROD
 AI1493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI1493_STAMPING: A 455 1996
 AI1493_MARK LOGO: NGS   
 AI1493_PROJECTION: RECESSED 20 CENTIMETERS
 AI1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1493+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1493_ROD/PIPE-DEPTH:  3.4 meters
 AI1493
 AI1493  HISTORY     - Date     Condition        Report By
 AI1493  HISTORY     - 1996     MONUMENTED       FLDEP
 AI1493
 AI1493                          STATION DESCRIPTION
 AI1493
 AI1493'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AI1493'THE MARK IS ABOUT 29.7 MI (47.8 KM) SOUTH-SOUTHEAST OF CLEWISTON, 26.2
 AI1493'MI (42.2 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN ESTIMATED SECTION 10,
 AI1493'TOWNSHIP 48 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE POST
 AI1493'OFFICE IN LAKE HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE
 AI1493'OF CANAL) FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE
 AI1493'SOUTHERLY ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE
 AI1493'JUNCTION OF ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI
 AI1493'CANAL ROAD FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD,
 AI1493'TURN LEFT ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO
 AI1493'THE EAST SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT,
 AI1493'TURN RIGHT ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12
 AI1493'KM) TO THE Y-JUNCTION OF LEVEE ROAD NUMBER L-5 (NORTH SIDE OF CANAL) ,
 AI1493'TURN RIGHT ON LEVEE ROAD NUMBER L-5 AND GO SOUTH FOR 0.05 MI (0.08 KM)
 AI1493'TO THE SOUTH SIDE OF THE CANAL AND THE T-JUNCTION OF LEVEE ROAD NUMBER
 AI1493'L-5, TURN RIGHT ON LEVEE ROAD NUMBER L-5 AND GO WEST FOR 0.05 MI (0.08
 AI1493'KM) TO PUMP STATION NUMBER 8, CONTINUE WEST ON LEVEE ROAD NUMBER L-4
 AI1493'(SOUTH SIDE OF CANAL) FOR 3.05 MI (4.91 KM) TO THE MARK SET IN THE
 AI1493'APPROXIMATE CENTER OF THE LEVEE ROAD, A STAINLESS STEEL ROD DRIVEN TO
 AI1493'REFUSAL AT A DEPTH OF 11.0 FT (3.4 M) WITH A LOGO CAP RECESSED 0.5 FT
 AI1493'(15.2 CM) BELOW THE LEVEL OF THE ROAD, THE DATUM POINT IS RECESSED 0.3
 AI1493'FT (9.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 84.0 FT (25.6 M)
 AI1493'SOUTH OF THE TOP SCARP AT THE SOUTH SIDE OF THE L-4 CANAL, 32.2 FT
 AI1493'(9.8 M) SOUTH OF A CARSONITE WITNESS POST AND 18.9 FT (5.8 M) NORTH OF
 AI1493'THE SOUTH TOE OF THE LEVEE. NOTE ACCESS TO DATUM POINT IS HAD THROUGH
 AI1493'A 5-INCH LOGO CAP.  CONTACT GENE TANNER, SOUTH FLORIDA WATER
 AI1493'MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON FIELD STATION, PHONE NUMBER
 AI1493'813-983-1431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0249 ***********************************************************************
 AI0249  DESIGNATION -  A 456
 AI0249  PID         -  AI0249
 AI0249  STATE/COUNTY-  FL/SEMINOLE
 AI0249  USGS QUAD   -  CASSELBERRY (1980)
 AI0249
 AI0249                         *CURRENT SURVEY CONTROL
 AI0249  ___________________________________________________________________
 AI0249* NAD 83(1986)-  28 44 59.     (N)    081 15 21.     (W)     SCALED    
 AI0249* NAVD 88     -         6.857  (meters)      22.50   (feet)  ADJUSTED  
 AI0249  ___________________________________________________________________
 AI0249  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AI0249  DYNAMIC HT  -           6.848 (meters)      22.47  (feet)  COMP
 AI0249  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 AI0249
 AI0249  VERT ORDER  -  SECOND    CLASS I
 AI0249
 AI0249.The horizontal coordinates were scaled from a topographic map and have
 AI0249.an estimated accuracy of +/- 6 seconds.
 AI0249
 AI0249.The orthometric height was determined by differential leveling
 AI0249.and adjusted by the National Geodetic Survey in July 1999..
 AI0249
 AI0249.The geoid height was determined by GEOID03.
 AI0249
 AI0249.The dynamic height is computed by dividing the NAVD 88
 AI0249.geopotential number by the normal gravity value computed on the
 AI0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0249.degrees latitude (g = 980.6199 gals.).
 AI0249
 AI0249.The modeled gravity was interpolated from observed gravity values.
 AI0249
 AI0249;                    North         East    Units  Estimated Accuracy
 AI0249;SPC FL E     -   489,320.      175,010.      MT  (+/- 180 meters Scaled)
 AI0249
 AI0249                          SUPERSEDED SURVEY CONTROL
 AI0249
 AI0249.No superseded survey control is available for this station.
 AI0249
 AI0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM750802(NAD 83)
 AI0249_MARKER: DV = VERTICAL CONTROL DISK
 AI0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0249_SP_SET: STORM DRAINAGE
 AI0249_STAMPING: A 456 1996
 AI0249_MARK LOGO: NGS   
 AI0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0249+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI0249
 AI0249  HISTORY     - Date     Condition        Report By
 AI0249  HISTORY     - 1996     MONUMENTED       FLDEP
 AI0249
 AI0249                          STATION DESCRIPTION
 AI0249
 AI0249'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0249'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTH OF SANFORD, 5.4 MI (8.7 KM)
 AI0249'SOUTHWEST OF MIDWAY IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST.
 AI0249'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 17, 92 (SOUTH
 AI0249'FRENCH AVENUE) AND STATE ROAD 46 (WEST 25TH STREET) ON THE SOUTH SIDE
 AI0249'OF SANFORD, GO SOUTH ON U.S. HIGHWAYS 17, 92 (SOUTH FRENCH AVENUE) FOR
 AI0249'4.35 MI (7.00 KM) TO THE JUNCTION OF COUNTY ROAD 427 ON THE LEFT, TURN
 AI0249'LEFT ON COUNTY ROAD 427 AND GO NORTHEAST FOR 1.35 MI (2.17 KM) TO THE
 AI0249'JUNCTION OF HESTER AVENUE ON THE RIGHT, TURN RIGHT ON HESTER AVENUE
 AI0249'AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF MYRTLE AVENUE,
 AI0249'TURN LEFT ON MYRTLE AVENUE AND GO EAST FOR 1.5 MI (2.4 KM) TO THE
 AI0249'T-JUNCTION OF SANFORD AVENUE, TURN LEFT ON SANFORD AVENUE AND GO NORTH
 AI0249'FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF PINE WAY ROAD, TURN RIGHT ON
 AI0249'PINE WAY ROAD AND GO EAST FOR 0.55 MI (0.89 KM) TO THE JUNCTION OF
 AI0249'MELLONVILLE AVENUE ON THE RIGHT AND THE MARK ON THE LEFT, SET IN THE
 AI0249'TOP OF A ROUND 6.0 FT (1.8 M) DIAMETER CONCRETE STORM DRAINAGE FLUSH
 AI0249'WITH THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF PINE WAY ROAD.
 AI0249'LOCATED 24.4 FT (7.4 M) NORTH OF THE CENTERLINE OF PINE WAY ROAD, 19.9
 AI0249'FT (6.1 M) WEST OF THE EXTENDED CENTERLINE OF MELLONVILLE AVENUE, 16.2
 AI0249'FT (4.9 M) WEST OF A DRIVEWAY AND 1.1 FT (0.3 M) NORTH OF A CARSONITE
 AI0249'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI1549 ***********************************************************************
 AI1549  DESIGNATION -  A 457
 AI1549  PID         -  AI1549
 AI1549  STATE/COUNTY-  FL/PALM BEACH
 AI1549  USGS QUAD   -  SOUTH OF OKEELANTA (1974)
 AI1549
 AI1549                         *CURRENT SURVEY CONTROL
 AI1549  ___________________________________________________________________
 AI1549* NAD 83(1986)-  26 23 31.     (N)    080 41 20.     (W)     SCALED    
 AI1549* NAVD 88     -         5.198  (meters)      17.05   (feet)  ADJUSTED  
 AI1549  ___________________________________________________________________
 AI1549  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AI1549  DYNAMIC HT  -           5.190 (meters)      17.03  (feet)  COMP
 AI1549  MODELED GRAV-     979,072.6   (mgal)                       NAVD 88
 AI1549
 AI1549  VERT ORDER  -  FIRST     CLASS II
 AI1549
 AI1549.The horizontal coordinates were scaled from a topographic map and have
 AI1549.an estimated accuracy of +/- 6 seconds.
 AI1549
 AI1549.The orthometric height was determined by differential leveling
 AI1549.and adjusted by the National Geodetic Survey in October 1999..
 AI1549
 AI1549.The geoid height was determined by GEOID03.
 AI1549
 AI1549.The dynamic height is computed by dividing the NAVD 88
 AI1549.geopotential number by the normal gravity value computed on the
 AI1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1549.degrees latitude (g = 980.6199 gals.).
 AI1549
 AI1549.The modeled gravity was interpolated from observed gravity values.
 AI1549
 AI1549;                    North         East    Units  Estimated Accuracy
 AI1549;SPC FL E     -   228,070.      231,040.      MT  (+/- 180 meters Scaled)
 AI1549
 AI1549                          SUPERSEDED SURVEY CONTROL
 AI1549
 AI1549.No superseded survey control is available for this station.
 AI1549
 AI1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK310191(NAD 83)
 AI1549_MARKER: DV = VERTICAL CONTROL DISK
 AI1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1549_STAMPING: A 457 1996
 AI1549_MARK LOGO: NGS   
 AI1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1549+STABILITY: SURFACE MOTION
 AI1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1549+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1549
 AI1549  HISTORY     - Date     Condition        Report By
 AI1549  HISTORY     - 1996     MONUMENTED       FLDEP
 AI1549
 AI1549                          STATION DESCRIPTION
 AI1549
 AI1549'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AI1549'THE MARK IS ABOUT 29.2 MI (47.0 KM) SOUTHEAST OF CLEWISTON, 20.1 MI
 AI1549'(32.3 KM) SOUTH OF BELLE GLADE IN ESTIMATED SECTION 24, TOWNSHIP 47
 AI1549'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE
 AI1549'HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL)
 AI1549'FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY
 AI1549'ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF
 AI1549'ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD
 AI1549'FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT
 AI1549'ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST
 AI1549'SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT
 AI1549'ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12 KM) TO THE
 AI1549'Y-JUNCTION OF LEVEE ROAD NUMBER L-5 ON THE LEFT, TURN LEFT ON LEVEE
 AI1549'ROAD NUMBER L-5 AND GO EAST FOR 8.45 MI (13.60 KM) TO A DIRT ROAD ON
 AI1549'THE LEFT, TURN LEFT ON THE DIRT ROAD AND GO NORTHERLY FOR 0.2 MI (0.3
 AI1549'KM) TO A LOCKED GATE AT A PUMPING STATION, PASSING THRU THE GATE
 AI1549'CONTINUE NORTHERLY FOR 0.05 MI (0.08 KM) TO ANOTHER LOCKED GATE,
 AI1549'PASSING THRU THE GATE CONTINUE NORTHERLY FOR 1.60 MI (2.57 KM) TO THE
 AI1549'APPROXIMATE CENTER OF A CURVE LEFT, CONTINUE THRU THE CURVE AND GO
 AI1549'WESTERLY FOR 1.0 MI (1.6 KM) TO THE APPROXIMATE CENTER OF A CURVE
 AI1549'RIGHT, CONTINUE THRU THE CURVE AND GO NORTHERLY FOR 0.25 MI (0.40 KM)
 AI1549'TO THE APPROXIMATE CENTER OF A CURVE LEFT, CONTINUE THRU THE CURVE AND
 AI1549'GO WESTERLY FOR 1.95 MI (3.14 KM) TO THE APPROXIMATE CENTER OF A CURVE
 AI1549'RIGHT, CONTINUE THRU THE CURVE AND GO NORTHERLY FOR 2.0 MI (3.2 KM) TO
 AI1549'THE APPROXIMATE CENTER OF A CURVE LEFT, CONTINUE THRU THE CURVE AND GO
 AI1549'WESTERLY FOR 0.2 MI (0.3 KM) TO THE APPROXIMATE CENTER OF A CURVE
 AI1549'RIGHT AND THE MARK, SET IN THE APPROXIMATE CENTER OF THE LEVEE ROAD
 AI1549'RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND. LOCATED 21.2
 AI1549'FT (6.5 M) NORTHEAST OF THE SOUTHWEST TOE OF THE LEVEE, 20.5 FT (6.2
 AI1549'M) SOUTHWEST OF THE NORTHEAST TOE OF THE LEVEE AND 4.8 FT (1.5 M)
 AI1549'NORTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT GENE
 AI1549'TANNER, SOUTH FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON
 AI1549'FIELD STATION, PHONE NUMBER 813-983-1431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9923 ***********************************************************************
 DE9923  DESIGNATION -  A 458
 DE9923  PID         -  DE9923
 DE9923  STATE/COUNTY-  FL/SEMINOLE
 DE9923  USGS QUAD   -  CASSELBERRY (1980)
 DE9923
 DE9923                         *CURRENT SURVEY CONTROL
 DE9923  ___________________________________________________________________
 DE9923* NAD 83(1986)-  28 40 54.     (N)    081 20 00.     (W)     SCALED    
 DE9923* NAVD 88     -        17.846  (meters)      58.55   (feet)  ADJUSTED  
 DE9923  ___________________________________________________________________
 DE9923  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DE9923  DYNAMIC HT  -          17.820 (meters)      58.46  (feet)  COMP
 DE9923  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 DE9923
 DE9923  VERT ORDER  -  SECOND    CLASS I
 DE9923
 DE9923.The horizontal coordinates were scaled from a topographic map and have
 DE9923.an estimated accuracy of +/- 6 seconds.
 DE9923
 DE9923.The orthometric height was determined by differential leveling
 DE9923.and adjusted by the National Geodetic Survey in November 2003..
 DE9923
 DE9923.The geoid height was determined by GEOID03.
 DE9923
 DE9923.The dynamic height is computed by dividing the NAVD 88
 DE9923.geopotential number by the normal gravity value computed on the
 DE9923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9923.degrees latitude (g = 980.6199 gals.).
 DE9923
 DE9923.The modeled gravity was interpolated from observed gravity values.
 DE9923
 DE9923;                    North         East    Units  Estimated Accuracy
 DE9923;SPC FL E     -   481,800.      167,420.      MT  (+/- 180 meters Scaled)
 DE9923
 DE9923                          SUPERSEDED SURVEY CONTROL
 DE9923
 DE9923.No superseded survey control is available for this station.
 DE9923
 DE9923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM674727(NAD 83)
 DE9923_MARKER: F = FLANGE-ENCASED ROD
 DE9923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE9923_STAMPING: A 458 1997
 DE9923_MARK LOGO: NGS   
 DE9923_PROJECTION: FLUSH
 DE9923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9923+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9923_ROD/PIPE-DEPTH: 14.5 meters
 DE9923
 DE9923  HISTORY     - Date     Condition        Report By
 DE9923  HISTORY     - 1997     MONUMENTED       FLDEP
 DE9923
 DE9923                          STATION DESCRIPTION
 DE9923
 DE9923'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 DE9923'THE MARK IS ABOUT 7.5 MI (12.1 KM) WEST OF OVIEDO, IN CASSELBERRY IN
 DE9923'SECTION 8, TOWNSHIP 21 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM
 DE9923'THE POST OFFICE ON STATE ROAD 434 IN WINTER SPRINGS, GO SOUTHEAST ON
 DE9923'STATE ROAD 434 FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF TUSCAWILLA ROAD
 DE9923'ON THE RIGHT, TURN RIGHT ON TUSCAWILLA ROAD AND GO SOUTH FOR 2.5 MI
 DE9923'(4.0 KM) TO THE JUNCTION OF EAST LAKE DRIVE ON THE RIGHT, TURN RIGHT
 DE9923'ON EAST LAKE DRIVE AND GO WEST THEN NORTH FOR 1.1 MI (1.8 KM) TO THE
 DE9923'JUNCTION OF LAKE DRIVE ON THE LEFT, TURN LEFT ON LAKE DRIVE AND GO
 DE9923'WEST FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF SEMINOLA BOULEVARD,
 DE9923'TURN LEFT ON SEMINOLA BOULEVARD AND GO WEST FOR 1.6 MI (2.6 KM) TO THE
 DE9923'MARK IN THE MEDIAN, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DE9923'OF 47.7 FT (14.5 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND ABOUT
 DE9923'LEVEL WITH SEMINOLA BOULEVARD NORTHBOUND AND SOUTHBOUND LANES THE
 DE9923'DATUM POINT IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE LOGO
 DE9923'CAP. LOCATED 38.7 FT (11.8 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DE9923'SEMINOLA BOULEVARD SOUTHBOUND LANES, 30.0 FT (9.1 M) WEST OF THE
 DE9923'APPROXIMATE CENTERLINE OF SEMINOLA BOULEVARD NORTHBOUND LANES AND 1.5
 DE9923'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM
 DE9923'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7447 ***********************************************************************
 AJ7447  DESIGNATION -  A 459
 AJ7447  PID         -  AJ7447
 AJ7447  STATE/COUNTY-  FL/BREVARD
 AJ7447  USGS QUAD   -  SHARPES (1992)
 AJ7447
 AJ7447                         *CURRENT SURVEY CONTROL
 AJ7447  ___________________________________________________________________
 AJ7447* NAD 83(1986)-  28 24 45.     (N)    080 50 01.     (W)     SCALED    
 AJ7447* NAVD 88     -         5.229  (meters)      17.16   (feet)  ADJUSTED  
 AJ7447  ___________________________________________________________________
 AJ7447  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AJ7447  DYNAMIC HT  -           5.221 (meters)      17.13  (feet)  COMP
 AJ7447  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 AJ7447
 AJ7447  VERT ORDER  -  SECOND    CLASS I
 AJ7447
 AJ7447.The horizontal coordinates were scaled from a topographic map and have
 AJ7447.an estimated accuracy of +/- 6 seconds.
 AJ7447
 AJ7447.The orthometric height was determined by differential leveling
 AJ7447.and adjusted by the National Geodetic Survey in March 2002..
 AJ7447
 AJ7447.The geoid height was determined by GEOID03.
 AJ7447
 AJ7447.The dynamic height is computed by dividing the NAVD 88
 AJ7447.geopotential number by the normal gravity value computed on the
 AJ7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7447.degrees latitude (g = 980.6199 gals.).
 AJ7447
 AJ7447.The modeled gravity was interpolated from observed gravity values.
 AJ7447
 AJ7447;                    North         East    Units  Estimated Accuracy
 AJ7447;SPC FL E     -   451,930.      216,300.      MT  (+/- 180 meters Scaled)
 AJ7447
 AJ7447                          SUPERSEDED SURVEY CONTROL
 AJ7447
 AJ7447.No superseded survey control is available for this station.
 AJ7447
 AJ7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM162429(NAD 83)
 AJ7447_MARKER: DD = SURVEY DISK
 AJ7447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7447_STAMPING: A 459 1997
 AJ7447_MARK LOGO: FLDNR 
 AJ7447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7447+STABILITY: SURFACE MOTION
 AJ7447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7447+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 AJ7447
 AJ7447  HISTORY     - Date     Condition        Report By
 AJ7447  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ7447  HISTORY     - 20010319 GOOD             FLDEP
 AJ7447
 AJ7447                          STATION DESCRIPTION
 AJ7447
 AJ7447'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7447'THE MARK IS ABOUT 5.0 MI (8.0 KM) WEST OF COCOA IN SECTION 9, TOWNSHIP
 AJ7447'24 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AJ7447'INTERSTATE 95 AND STATE ROAD 528 (BEE LINE EXPRESSWAY) WEST-NORTHWEST
 AJ7447'OF COCOA, GO WEST ON STATE ROAD 528 (BEE LINE EXPRESSWAY) FOR 0.85 MI
 AJ7447'(1.37 KM) TO MILE MARKER NUMBER 41 AND THE MARK ON THE RIGHT, SET IN
 AJ7447'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 AJ7447'0.5 FT (15.2 CM) BELOW THE LEVEL OF STATE ROAD 528 (BEE LINE
 AJ7447'EXPRESSWAY) WESTBOUND LANES. LOCATED 62.4 FT (19.0 M) NORTHWEST OF
 AJ7447'MILE MARKER NUMBER 41, 47.5 FT (14.5 M) NORTH-NORTHEAST OF THE
 AJ7447'APPROXIMATE CENTERLINE OF STATE ROAD 528 (BEE LINE EXPRESSWAY)
 AJ7447'WESTBOUND LANES, 16.6 FT (5.1 M) NORTH-NORTHEAST OF A SPEED LIMIT SIGN
 AJ7447'AND 1.1 FT (0.3 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ7447
 AJ7447                          STATION RECOVERY (2001)
 AJ7447
 AJ7447'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ7447'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0204 ***********************************************************************
 AS0204  DESIGNATION -  A 46
 AS0204  PID         -  AS0204
 AS0204  STATE/COUNTY-  FL/FRANKLIN
 AS0204  USGS QUAD   -  GREEN POINT (1982)
 AS0204
 AS0204                         *CURRENT SURVEY CONTROL
 AS0204  ___________________________________________________________________
 AS0204* NAD 83(1986)-  29 45 29.     (N)    084 49 52.     (W)     SCALED    
 AS0204* NAVD 88     -         2.614  (meters)       8.58   (feet)  ADJUSTED  
 AS0204  ___________________________________________________________________
 AS0204  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AS0204  DYNAMIC HT  -           2.610 (meters)       8.56  (feet)  COMP
 AS0204  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 AS0204
 AS0204  VERT ORDER  -  FIRST     CLASS II
 AS0204
 AS0204.The horizontal coordinates were scaled from a topographic map and have
 AS0204.an estimated accuracy of +/- 6 seconds.
 AS0204
 AS0204.The orthometric height was determined by differential leveling
 AS0204.and adjusted by the National Geodetic Survey in June 1991..
 AS0204
 AS0204.The geoid height was determined by GEOID03.
 AS0204
 AS0204.The dynamic height is computed by dividing the NAVD 88
 AS0204.geopotential number by the normal gravity value computed on the
 AS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0204.degrees latitude (g = 980.6199 gals.).
 AS0204
 AS0204.The modeled gravity was interpolated from observed gravity values.
 AS0204
 AS0204;                    North         East    Units  Estimated Accuracy
 AS0204;SPC FL N     -    84,080.      567,980.      MT  (+/- 180 meters Scaled)
 AS0204
 AS0204                          SUPERSEDED SURVEY CONTROL
 AS0204
 AS0204  NGVD 29 (??/??/92)    2.793  (m)            9.16   (f) ADJ UNCH    1 2
 AS0204
 AS0204.Superseded values are not recommended for survey control.
 AS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0204.See file dsdata.txt to determine how the superseded data were derived.
 AS0204
 AS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT097939(NAD 83)
 AS0204_MARKER: DB = BENCH MARK DISK
 AS0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0204_STAMPING: 9.163 A 46 1934
 AS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0204+STABILITY: SURFACE MOTION
 AS0204
 AS0204  HISTORY     - Date     Condition        Report By
 AS0204  HISTORY     - 1934     MONUMENTED       CGS
 AS0204  HISTORY     - 1967     GOOD             NGS
 AS0204  HISTORY     - 1979     GOOD             FLDT
 AS0204  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0204  HISTORY     - 19971114 GOOD             USPSQD
 AS0204
 AS0204                          STATION DESCRIPTION
 AS0204
 AS0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0204'3.3 MI NE FROM EAST POINT.
 AS0204'ABOUT 3.3 MILES NORTHEAST ALONG U.S. HIGHWAYS 98 AND 319 FROM THE
 AS0204'POST OFFICE AT EAST POINT, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION
 AS0204'OF STATE HIGHWAY 65 LEADING NORTH, IN SECTION 22, R 6 W, T 8 S,
 AS0204'68 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 74 FEET NORTHWEST
 AS0204'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRADED SAND
 AS0204'ROAD LEADING NORTH, 39 FEET WEST OF THE CENTER LINE OF THE GRADED
 AS0204'ROAD, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AS0204'ROAD, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 AS0204'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE
 AS0204'GROUND.
 AS0204
 AS0204                          STATION RECOVERY (1979)
 AS0204
 AS0204'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0204'RECOVERED IN GOOD CONDITION.
 AS0204
 AS0204                          STATION RECOVERY (1986)
 AS0204
 AS0204'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0204'MARK NOT FOUND.
 AS0204
 AS0204                          STATION RECOVERY (1997)
 AS0204
 AS0204'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7471 ***********************************************************************
 AJ7471  DESIGNATION -  A 460
 AJ7471  PID         -  AJ7471
 AJ7471  STATE/COUNTY-  FL/OSCEOLA
 AJ7471  USGS QUAD   -  DEER PARK (1980)
 AJ7471
 AJ7471                         *CURRENT SURVEY CONTROL
 AJ7471  ___________________________________________________________________
 AJ7471* NAD 83(1986)-  28 06 41.     (N)    080 53 51.     (W)     SCALED    
 AJ7471* NAVD 88     -        15.445  (meters)      50.67   (feet)  ADJUSTED  
 AJ7471  ___________________________________________________________________
 AJ7471  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AJ7471  DYNAMIC HT  -          15.422 (meters)      50.60  (feet)  COMP
 AJ7471  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AJ7471
 AJ7471  VERT ORDER  -  SECOND    CLASS I
 AJ7471
 AJ7471.The horizontal coordinates were scaled from a topographic map and have
 AJ7471.an estimated accuracy of +/- 6 seconds.
 AJ7471
 AJ7471.The orthometric height was determined by differential leveling
 AJ7471.and adjusted by the National Geodetic Survey in March 2002..
 AJ7471
 AJ7471.The geoid height was determined by GEOID03.
 AJ7471
 AJ7471.The dynamic height is computed by dividing the NAVD 88
 AJ7471.geopotential number by the normal gravity value computed on the
 AJ7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7471.degrees latitude (g = 980.6199 gals.).
 AJ7471
 AJ7471.The modeled gravity was interpolated from observed gravity values.
 AJ7471
 AJ7471;                    North         East    Units  Estimated Accuracy
 AJ7471;SPC FL E     -   418,560.      210,070.      MT  (+/- 180 meters Scaled)
 AJ7471
 AJ7471                          SUPERSEDED SURVEY CONTROL
 AJ7471
 AJ7471.No superseded survey control is available for this station.
 AJ7471
 AJ7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM100095(NAD 83)
 AJ7471_MARKER: F = FLANGE-ENCASED ROD
 AJ7471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7471_STAMPING: A 460 1997
 AJ7471_MARK LOGO: NGS   
 AJ7471_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7471+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ7471_ROD/PIPE-DEPTH: 24.4 meters
 AJ7471
 AJ7471  HISTORY     - Date     Condition        Report By
 AJ7471  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ7471
 AJ7471                          STATION DESCRIPTION
 AJ7471
 AJ7471'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7471'THE MARK IS ABOUT 17.0 MI (27.4 KM) WEST OF MELBOURNE IN SECTION 27,
 AJ7471'TOWNSHIP 27 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ7471'INTERSECTION OF U.S. HIGHWAY 192 AND COUNTY ROAD 419 0.7 MI (1.1 KM)
 AJ7471'NORTH OF DEER PARK, GO NORTH ON COUNTY ROAD 419 FOR 0.7 MI (1.1 KM) TO
 AJ7471'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 AJ7471'DEPTH OF 80.0 FT (24.4 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND
 AJ7471'ABOUT LEVEL WITH COUNTY ROAD 419 THE DATUM POINT IS RECESSED 0.2 FT
 AJ7471'(6.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 80.8 FT (24.6 M)
 AJ7471'NORTH OF A BURIED GAS LINE WITNESS POST, 40.9 FT (12.5 M) EAST OF THE
 AJ7471'APPROXIMATE CENTERLINE OF COUNTY ROAD 419, 13.3 FT (4.1 M) WEST OF A
 AJ7471'BARBED WIRE FENCE AND 1.6 FT (0.5 M) WEST OF A POWER POLE WITH A METAL
 AJ7471'WITNESS PLAQUE ATTACHED. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A
 AJ7471'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8771 ***********************************************************************
 AH8771  DESIGNATION -  A 461
 AH8771  PID         -  AH8771
 AH8771  STATE/COUNTY-  FL/POLK
 AH8771  USGS QUAD   -  FORT KISSIMMEE NW (1972)
 AH8771
 AH8771                         *CURRENT SURVEY CONTROL
 AH8771  ___________________________________________________________________
 AH8771* NAD 83(1986)-  27 44 27.     (N)    081 11 07.     (W)     SCALED    
 AH8771* NAVD 88     -        15.910  (meters)      52.20   (feet)  ADJUSTED  
 AH8771  ___________________________________________________________________
 AH8771  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH8771  DYNAMIC HT  -          15.886 (meters)      52.12  (feet)  COMP
 AH8771  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AH8771
 AH8771  VERT ORDER  -  SECOND    CLASS I
 AH8771
 AH8771.The horizontal coordinates were scaled from a topographic map and have
 AH8771.an estimated accuracy of +/- 6 seconds.
 AH8771
 AH8771.The orthometric height was determined by differential leveling
 AH8771.and adjusted by the National Geodetic Survey in July 1999..
 AH8771
 AH8771.The geoid height was determined by GEOID03.
 AH8771
 AH8771.The dynamic height is computed by dividing the NAVD 88
 AH8771.geopotential number by the normal gravity value computed on the
 AH8771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8771.degrees latitude (g = 980.6199 gals.).
 AH8771
 AH8771.The modeled gravity was interpolated from observed gravity values.
 AH8771
 AH8771;                    North         East    Units  Estimated Accuracy
 AH8771;SPC FL W     -   377,760.      280,330.      MT  (+/- 180 meters Scaled)
 AH8771
 AH8771                          SUPERSEDED SURVEY CONTROL
 AH8771
 AH8771.No superseded survey control is available for this station.
 AH8771
 AH8771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML817685(NAD 83)
 AH8771_MARKER: DD = SURVEY DISK
 AH8771_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH8771+WITH SETTING: PAVEMENT
 AH8771_SP_SET: BRIDGE DECK
 AH8771_STAMPING: A 461 1997
 AH8771_MARK LOGO: FLDEP 
 AH8771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8771+STABILITY: SURFACE MOTION
 AH8771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8771+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8771
 AH8771  HISTORY     - Date     Condition        Report By
 AH8771  HISTORY     - 1997     MONUMENTED       FLDEP
 AH8771
 AH8771                          STATION DESCRIPTION
 AH8771
 AH8771'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AH8771'THE MARK IS ABOUT 30.5 MI (49.1 KM) SOUTHEAST OF LAKE WALES, 0.5 MI
 AH8771'(0.8 KM) WEST OF THE KISSIMMEE RIVER IN SECTION 35, TOWNSHIP 31 SOUTH,
 AH8771'RANGE 31 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD
 AH8771'27 UNDERPASS AND STATE ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON
 AH8771'STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE JUNCTION OF RIVER RANCH
 AH8771'BOULEVARD ON THE RIGHT, TURN RIGHT ON RIVER RANCH BOULEVARD AND GO
 AH8771'SOUTHEAST FOR 2.55 MI (4.10 KM) TO THE GUARD HOUSE AT THE ENTRANCE TO
 AH8771'RIVER RANCH, CONTINUE SOUTH ON RIVER RANCH BOULEVARD FOR 0.3 MI (0.5
 AH8771'KM) TO THE JUNCTION OF KICCO ROAD ON THE RIGHT, TURN RIGHT ON KICCO
 AH8771'ROAD AND GO SOUTHEAST FOR 0.2 MI (0.3 KM) TO FOUR SETS OF DOUBLE OF
 AH8771'UNLOCKED GATES, CONTINUE SOUTH ON KICCO ROAD FOR 0.5 MI (0.8 KM) TO
 AH8771'ANOTHER UNLOCKED METAL GATE, CONTINUE SOUTHEAST ON KICCO ROAD FOR 0.05
 AH8771'MI (0.08 KM) TO A LOCKED METAL GATE, THE ENTRANCE TO PROPERTY OWNED BY
 AH8771'THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT, CONTINUE SOUTHEAST ON A
 AH8771'SHELL ROAD (KICCO ROAD) FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ROAD ON
 AH8771'THE LEFT, CONTINUE SOUTH-SOUTHEAST ON THE SHELL ROAD (KICCO ROAD) FOR
 AH8771'1.45 MI (2.33 KM) TO AN UNLOCKED METAL GATE NUMBER 8, PASSING THROUGH
 AH8771'THE GATE GO SOUTHERLY FOR ABOUT 15.0 FT (4.6 M) TO THE NORTH END OF
 AH8771'THE BRIDGE OVER ICE-CREAM SLOUGH AND THE MARK ON THE RIGHT. LOCATED
 AH8771'28.4 FT (8.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE METAL GATE,
 AH8771'7.2 FT (2.2 M) WEST OF THE APPROXIMATE CENTERLINE OF THE SHELL ROAD
 AH8771'(KICCO ROAD) AND 1.4 FT (0.4 M) SOUTH OF THE NORTH END OF THE BRIDGE
 AH8771'GUARDRAIL. NOTE FOR ACCESS AND KEY CONTACT SOUTH FLORIDA WATER
 AH8771'MANAGEMENT DISTRICT AT 561-686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8819 ***********************************************************************
 AH8819  DESIGNATION -  A 463
 AH8819  PID         -  AH8819
 AH8819  STATE/COUNTY-  FL/HIGHLANDS
 AH8819  USGS QUAD   -  BASINGER NW (1972)
 AH8819
 AH8819                         *CURRENT SURVEY CONTROL
 AH8819  ___________________________________________________________________
 AH8819* NAD 83(1986)-  27 26 00.     (N)    081 13 52.     (W)     SCALED    
 AH8819* NAVD 88     -        16.158  (meters)      53.01   (feet)  ADJUSTED  
 AH8819  ___________________________________________________________________
 AH8819  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AH8819  DYNAMIC HT  -          16.133 (meters)      52.93  (feet)  COMP
 AH8819  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 AH8819
 AH8819  VERT ORDER  -  SECOND    CLASS I
 AH8819
 AH8819.The horizontal coordinates were scaled from a topographic map and have
 AH8819.an estimated accuracy of +/- 6 seconds.
 AH8819
 AH8819.The orthometric height was determined by differential leveling
 AH8819.and adjusted by the National Geodetic Survey in July 1999..
 AH8819
 AH8819.The geoid height was determined by GEOID03.
 AH8819
 AH8819.The dynamic height is computed by dividing the NAVD 88
 AH8819.geopotential number by the normal gravity value computed on the
 AH8819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8819.degrees latitude (g = 980.6199 gals.).
 AH8819
 AH8819.The modeled gravity was interpolated from observed gravity values.
 AH8819
 AH8819;                    North         East    Units  Estimated Accuracy
 AH8819;SPC FL E     -   343,440.      177,150.      MT  (+/- 180 meters Scaled)
 AH8819
 AH8819                          SUPERSEDED SURVEY CONTROL
 AH8819
 AH8819.No superseded survey control is available for this station.
 AH8819
 AH8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML771344(NAD 83)
 AH8819_MARKER: DD = SURVEY DISK
 AH8819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8819_STAMPING: A 463 1997
 AH8819_MARK LOGO: FLDEP 
 AH8819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8819+STABILITY: SURFACE MOTION
 AH8819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8819+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8819
 AH8819  HISTORY     - Date     Condition        Report By
 AH8819  HISTORY     - 1997     MONUMENTED       FLDEP
 AH8819
 AH8819                          STATION DESCRIPTION
 AH8819
 AH8819'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AH8819'THE MARK IS ABOUT 31.4 MI (50.5 KM) NORTHWEST OF OKEECHOBEE, 5.3 MI
 AH8819'(8.5 KM) WEST OF THE KISSIMMEE RIVER, 1.6 MI (2.6 KM) SOUTHEAST OF
 AH8819'LORIDA IN SECTION 16, TOWNSHIP 35 SOUTH, RANGE 31 EAST. TO REACH THE
 AH8819'MARK FROM THE POST OFFICE IN LORIDA, GO SOUTHEAST ON U.S.  HIGHWAY 98
 AH8819'FOR 1.6 MI (2.6 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AH8819'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH U.S.
 AH8819'HIGHWAY 98. LOCATED 80.0 FT (24.4 M) NORTHWEST OF POWER POLE NUMBER A
 AH8819'B C 3893 (CKT 1) , 45.0 FT (13.7 M) SOUTHWEST OF THE CENTERLINE OF
 AH8819'U.S. HIGHWAY 98 AND 1.2 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS
 AH8819'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7504 ***********************************************************************
 AJ7504  DESIGNATION -  A 464
 AJ7504  PID         -  AJ7504
 AJ7504  STATE/COUNTY-  FL/BREVARD
 AJ7504  USGS QUAD   -  FELLSMERE SW (1970)
 AJ7504
 AJ7504                         *CURRENT SURVEY CONTROL
 AJ7504  ___________________________________________________________________
 AJ7504* NAD 83(1986)-  27 50 17.     (N)    080 44 34.     (W)     SCALED    
 AJ7504* NAVD 88     -         6.329  (meters)      20.76   (feet)  ADJUSTED  
 AJ7504  ___________________________________________________________________
 AJ7504  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AJ7504  DYNAMIC HT  -           6.320 (meters)      20.73  (feet)  COMP
 AJ7504  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AJ7504
 AJ7504  VERT ORDER  -  SECOND    CLASS I
 AJ7504
 AJ7504.The horizontal coordinates were scaled from a topographic map and have
 AJ7504.an estimated accuracy of +/- 6 seconds.
 AJ7504
 AJ7504.The orthometric height was determined by differential leveling
 AJ7504.and adjusted by the National Geodetic Survey in March 2002..
 AJ7504
 AJ7504.The geoid height was determined by GEOID03.
 AJ7504
 AJ7504.The dynamic height is computed by dividing the NAVD 88
 AJ7504.geopotential number by the normal gravity value computed on the
 AJ7504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7504.degrees latitude (g = 980.6199 gals.).
 AJ7504
 AJ7504.The modeled gravity was interpolated from observed gravity values.
 AJ7504
 AJ7504;                    North         East    Units  Estimated Accuracy
 AJ7504;SPC FL E     -   388,290.      225,340.      MT  (+/- 180 meters Scaled)
 AJ7504
 AJ7504                          SUPERSEDED SURVEY CONTROL
 AJ7504
 AJ7504.No superseded survey control is available for this station.
 AJ7504
 AJ7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL253792(NAD 83)
 AJ7504_MARKER: DD = SURVEY DISK
 AJ7504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7504_STAMPING: A 464 1997
 AJ7504_MARK LOGO: FLDNR 
 AJ7504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7504+STABILITY: SURFACE MOTION
 AJ7504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7504+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ7504
 AJ7504  HISTORY     - Date     Condition        Report By
 AJ7504  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ7504
 AJ7504                          STATION DESCRIPTION
 AJ7504
 AJ7504'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7504'THE MARK IS ABOUT 17.1 MI (27.5 KM) SOUTHWEST OF MELBOURNE, 9.8 MI
 AJ7504'(15.8 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 32, TOWNSHIP 30
 AJ7504'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7504'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7504'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7504'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7504'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7504'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7504'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7504'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7504'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7504'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7504'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7504'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7504'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7504'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7504'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7504'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7504'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7504'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 0.85 MI (1.37 KM) TO THE
 AJ7504'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AJ7504'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 7.0
 AJ7504'FT (2.1 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED 29.0
 AJ7504'FT (8.8 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD NUMBER L
 AJ7504'74 N AND 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST. NOTE FOR KEY
 AJ7504'CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.
 AJ7504'PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4606 ***********************************************************************
 AJ4606  DESIGNATION -  A 465
 AJ4606  PID         -  AJ4606
 AJ4606  STATE/COUNTY-  FL/LAKE
 AJ4606  USGS QUAD   -  CLERMONT EAST (1980)
 AJ4606
 AJ4606                         *CURRENT SURVEY CONTROL
 AJ4606  ___________________________________________________________________
 AJ4606* NAD 83(1986)-  28 31 56.     (N)    081 44 05.     (W)     SCALED    
 AJ4606* NAVD 88     -        59.653  (meters)     195.71   (feet)  ADJUSTED  
 AJ4606  ___________________________________________________________________
 AJ4606  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ4606  DYNAMIC HT  -          59.566 (meters)     195.43  (feet)  COMP
 AJ4606  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 AJ4606
 AJ4606  VERT ORDER  -  SECOND    CLASS I
 AJ4606
 AJ4606.The horizontal coordinates were scaled from a topographic map and have
 AJ4606.an estimated accuracy of +/- 6 seconds.
 AJ4606
 AJ4606.The orthometric height was determined by differential leveling
 AJ4606.and adjusted by the National Geodetic Survey in May 2004..
 AJ4606
 AJ4606.The geoid height was determined by GEOID03.
 AJ4606
 AJ4606.The dynamic height is computed by dividing the NAVD 88
 AJ4606.geopotential number by the normal gravity value computed on the
 AJ4606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4606.degrees latitude (g = 980.6199 gals.).
 AJ4606
 AJ4606.The modeled gravity was interpolated from observed gravity values.
 AJ4606
 AJ4606;                    North         East    Units  Estimated Accuracy
 AJ4606;SPC FL E     -   465,410.      128,090.      MT  (+/- 180 meters Scaled)
 AJ4606
 AJ4606                          SUPERSEDED SURVEY CONTROL
 AJ4606
 AJ4606.No superseded survey control is available for this station.
 AJ4606
 AJ4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM281563(NAD 83)
 AJ4606_MARKER: F = FLANGE-ENCASED ROD
 AJ4606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4606_STAMPING: A 465 1997
 AJ4606_MARK LOGO: NGS   
 AJ4606_PROJECTION: FLUSH
 AJ4606_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4606+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 AJ4606_ROD/PIPE-DEPTH: 24.4 meters
 AJ4606
 AJ4606  HISTORY     - Date     Condition        Report By
 AJ4606  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ4606  HISTORY     - 20060207 GOOD             USPSQD
 AJ4606
 AJ4606                          STATION DESCRIPTION
 AJ4606
 AJ4606'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AJ4606'THE MARK IS ABOUT 1.1 MI (1.8 KM) SOUTH OF CLERMONT, AT A CROSSOVER IN
 AJ4606'THE MEDIAN OF U.S. HIGHWAY 27, IN SECTION 32, TOWNSHIP 22 SOUTH, RANGE
 AJ4606'26 EAST. TO REACH THE MARK FROM THE OVERPASS OF U.S. HIGHWAY 27 AND
 AJ4606'STATE ROAD 50 IN CLERMONT, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.15 MI
 AJ4606'(1.85 KM) TO A CROSSOVER AND THE MARK ON THE LEFT, A STAINLESS STEEL
 AJ4606'ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A LOGO CAP
 AJ4606'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 27, THE DATUM
 AJ4606'POINT IS RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE LOGO CAP.
 AJ4606'LOCATED 39.0 FT (11.9 M) SOUTH OF THE SOUTH EDGE OF THE CROSSOVER,
 AJ4606'18.5 FT (5.6 M) WEST OF THE WEST EDGE OF THE NORTHBOUND LANES OF U.S.
 AJ4606'HIGHWAY 27, 3.0 FT (0.9 M) NORTH OF THE NORTH EDGE OF A 6.0 FT (1.8 M)
 AJ4606'X 9.0 FT (2.7 M) CONCRETE STORM DRAIN AND A CARSONITE WITNESS POST.
 AJ4606'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ4606
 AJ4606                          STATION RECOVERY (2006)
 AJ4606
 AJ4606'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 AJ4606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4631 ***********************************************************************
 AJ4631  DESIGNATION -  A 466
 AJ4631  PID         -  AJ4631
 AJ4631  STATE/COUNTY-  FL/LAKE
 AJ4631  USGS QUAD   -  CLERMONT WEST (1969)
 AJ4631
 AJ4631                         *CURRENT SURVEY CONTROL
 AJ4631  ___________________________________________________________________
 AJ4631* NAD 83(1986)-  28 31 45.     (N)    081 47 06.     (W)     SCALED    
 AJ4631* NAVD 88     -        35.254  (meters)     115.66   (feet)  ADJUSTED  
 AJ4631  ___________________________________________________________________
 AJ4631  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ4631  DYNAMIC HT  -          35.203 (meters)     115.50  (feet)  COMP
 AJ4631  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 AJ4631
 AJ4631  VERT ORDER  -  SECOND    CLASS I
 AJ4631
 AJ4631.The horizontal coordinates were scaled from a topographic map and have
 AJ4631.an estimated accuracy of +/- 6 seconds.
 AJ4631
 AJ4631.The orthometric height was determined by differential leveling
 AJ4631.and adjusted by the National Geodetic Survey in May 2004..
 AJ4631
 AJ4631.The geoid height was determined by GEOID03.
 AJ4631
 AJ4631.The dynamic height is computed by dividing the NAVD 88
 AJ4631.geopotential number by the normal gravity value computed on the
 AJ4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4631.degrees latitude (g = 980.6199 gals.).
 AJ4631
 AJ4631.The modeled gravity was interpolated from observed gravity values.
 AJ4631
 AJ4631;                    North         East    Units  Estimated Accuracy
 AJ4631;SPC FL E     -   465,100.      123,170.      MT  (+/- 180 meters Scaled)
 AJ4631
 AJ4631                          SUPERSEDED SURVEY CONTROL
 AJ4631
 AJ4631.No superseded survey control is available for this station.
 AJ4631
 AJ4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM231560(NAD 83)
 AJ4631_MARKER: DD = SURVEY DISK
 AJ4631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4631_STAMPING: A 466 1997
 AJ4631_MARK LOGO: FLDEP 
 AJ4631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4631+STABILITY: SURFACE MOTION
 AJ4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4631+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ4631
 AJ4631  HISTORY     - Date     Condition        Report By
 AJ4631  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ4631
 AJ4631                          STATION DESCRIPTION
 AJ4631
 AJ4631'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AJ4631'THE MARK IS ABOUT 2.4 MI (3.9 KM) SOUTH OF CLERMONT, AT THE
 AJ4631'INTERSECTION OF COUNTY ROAD 561 AND CYPRESS COVE LANE, IN SECTION 34,
 AJ4631'TOWNSHIP 22 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE
 AJ4631'INTERSECTION OF STATE ROAD 50 AND COUNTY ROAD 561 ON THE WEST SIDE OF
 AJ4631'CLERMONT, GO SOUTH ON COUNTY ROAD 561 FOR 2.1 MI (3.4 KM) TO THE
 AJ4631'JUNCTION OF CYPRESS COVE LANE ON THE LEFT AND THE MARK ON THE LEFT,
 AJ4631'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 FT
 AJ4631'(15.2 CM) BELOW THE LEVEL OF COUNTY ROAD 561. LOCATED 32.5 FT (9.9 M)
 AJ4631'EAST OF THE CENTERLINE OF COUNTY ROAD 561, 27.0 FT (8.2 M) NORTH OF
 AJ4631'THE CENTERLINE OF CYPRESS COVE LANE AND 3.0 FT (0.9 M) WEST OF THE
 AJ4631'CYPRESS COVE MARINA SIGN AND A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7227 ***********************************************************************
 AE7227  DESIGNATION -  A 467
 AE7227  PID         -  AE7227
 AE7227  STATE/COUNTY-  FL/PALM BEACH
 AE7227  USGS QUAD   -  WEST OF BIG LAKE (1990)
 AE7227
 AE7227                         *CURRENT SURVEY CONTROL
 AE7227  ___________________________________________________________________
 AE7227* NAD 83(1986)-  26 26 30.     (N)    080 25 21.     (W)     SCALED    
 AE7227* NAVD 88     -         6.142  (meters)      20.15   (feet)  ADJUSTED  
 AE7227  ___________________________________________________________________
 AE7227  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AE7227  DYNAMIC HT  -           6.132 (meters)      20.12  (feet)  COMP
 AE7227  MODELED GRAV-     979,088.3   (mgal)                       NAVD 88
 AE7227
 AE7227  VERT ORDER  -  FIRST     CLASS II
 AE7227
 AE7227.The horizontal coordinates were scaled from a topographic map and have
 AE7227.an estimated accuracy of +/- 6 seconds.
 AE7227
 AE7227.The orthometric height was determined by differential leveling
 AE7227.and adjusted by the National Geodetic Survey in July 2006..
 AE7227.WARNING-Repeat measurements at this control monument indicate possible
 AE7227.vertical movement.
 AE7227
 AE7227.Photographs are available for this station.
 AE7227
 AE7227.The geoid height was determined by GEOID03.
 AE7227
 AE7227.The dynamic height is computed by dividing the NAVD 88
 AE7227.geopotential number by the normal gravity value computed on the
 AE7227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7227.degrees latitude (g = 980.6199 gals.).
 AE7227
 AE7227.The modeled gravity was interpolated from observed gravity values.
 AE7227
 AE7227;                    North         East    Units  Estimated Accuracy
 AE7227;SPC FL E     -   233,670.      257,600.      MT  (+/- 180 meters Scaled)
 AE7227
 AE7227                          SUPERSEDED SURVEY CONTROL
 AE7227
 AE7227  NAVD 88 (05/30/03)    6.147  (m)           20.17   (f) UNKNOWN     1 2
 AE7227  NAVD 88 (03/30/98)    6.149  (m)           20.17   (f) UNKNOWN     1 2
 AE7227
 AE7227.Superseded values are not recommended for survey control.
 AE7227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7227.See file dsdata.txt to determine how the superseded data were derived.
 AE7227
 AE7227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK575247(NAD 83)
 AE7227_MARKER: DD = SURVEY DISK
 AE7227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7227_STAMPING: A 467 1997
 AE7227_MARK LOGO: FLDEP 
 AE7227_PROJECTION: FLUSH
 AE7227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7227+STABILITY: SURFACE MOTION
 AE7227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7227+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 AE7227
 AE7227  HISTORY     - Date     Condition        Report By
 AE7227  HISTORY     - 1997     MONUMENTED       FLDEP
 AE7227  HISTORY     - 20011102 GOOD             FLDEP
 AE7227  HISTORY     - 20020906 GOOD             FLDEP
 AE7227  HISTORY     - 20030725 GOOD             FLDEP
 AE7227
 AE7227                          STATION DESCRIPTION
 AE7227
 AE7227'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7227'THE MARK IS ABOUT 21.0 MI (33.8 KM) NORTHWEST OF PARKLAND, 2.5 MI (4.0
 AE7227'KM) SOUTH OF FLOOD CONTROL STRUCTURE S-6, ON LEVEE 39 IN THE
 AE7227'LOXAHATCHEE NATIONAL WILDLIFE REFUGE CONSERVATION AREA, IN ESTIMATED
 AE7227'SECTION 14, TOWNSHIP 46 SOUTH, RANGE 39 EAST. TO REACH THE MARK FROM
 AE7227'THE SAWGRASS EXPRESSWAY OVERPASS AND THE JUNCTION OF U.S.  HIGHWAY 441
 AE7227'(STATE ROAD 7) IN PARKLAND, GO NORTH ON U.S.  HIGHWAY 441 (STATE ROAD
 AE7227'7) FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF STATE ROAD 827 ON THE LEFT,
 AE7227'JUST SOUTH OF THE BROWARD-PALM BEACH COUNTY LINE, TURN LEFT ON STATE
 AE7227'ROAD 827 AND GO NORTHWESTERLY FOR 6.3 MI (10.1 KM) TO THE END OF THE
 AE7227'PAVEMENT AND STATE ROAD 827 AND THE ENTRANCE TO LOXAHATCHEE NATIONAL
 AE7227'WILDLIFE REFUGE, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.05 MI (0.08
 AE7227'KM) TO THE TOP OF THE LEVEE, CONTINUE NORTHWEST ON LEVEE ROAD (L-39)
 AE7227'FOR 0.25 MI (0.40 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE,
 AE7227'CONTINUE NORTHWEST ON LEVEE ROAD (L-39) FOR 0.7 MI (1.1 KM) TO A WATER
 AE7227'CONTROL STRUCTURE, CONTINUE NORTHEAST ON LEVEE ROAD (L-39) FOR 2.6 MI
 AE7227'(4.2 KM) TO A WATER CONTROL STRUCTURE, CONTINUE NORTHWEST ON LEVEE
 AE7227'ROAD (L-39) FOR 2.3 MI (3.7 KM) TO A WATER CONTROL STRUCTURE, CONTINUE
 AE7227'NORTHWEST ON LEVEE ROAD (L-39) FOR 4.5 MI (7.2 KM) TO A TURNOUT ON THE
 AE7227'RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AE7227'MONUMENT, FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) ABOVE THE LEVEL
 AE7227'OF THE LEVEE ROAD. LOCATED 18.8 FT (5.7 M) NORTHEAST OF THE
 AE7227'APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 15.0 FT (4.6 M) SOUTHWEST
 AE7227'OF SFWMD METAL WITNESS POST. NOTE FOR KEY CONTACT SOUTH FLORIDA WATER
 AE7227'MANAGEMENT DISTRICT 561-686-8800.
 AE7227
 AE7227                          STATION RECOVERY (2001)
 AE7227
 AE7227'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AE7227'RECOVERED IN GOOD CONDITION.
 AE7227'
 AE7227
 AE7227                          STATION RECOVERY (2002)
 AE7227
 AE7227'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AE7227'RECOVERED IN GOOD CONDITION.
 AE7227' 
 AE7227'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTHWEST SIDE OF THE
 AE7227'MONUMENT, NO
 AE7227'WITNESS POST.
 AE7227'
 AE7227
 AE7227                          STATION RECOVERY (2003)
 AE7227
 AE7227'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AE7227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9235 ***********************************************************************
 AI9235  DESIGNATION -  A 468
 AI9235  PID         -  AI9235
 AI9235  STATE/COUNTY-  FL/SEMINOLE
 AI9235  USGS QUAD   -  GENEVA (1953)
 AI9235
 AI9235                         *CURRENT SURVEY CONTROL
 AI9235  ___________________________________________________________________
 AI9235* NAD 83(1986)-  28 43 40.     (N)    081 06 19.     (W)     SCALED    
 AI9235* NAVD 88     -         9.408  (meters)      30.87   (feet)  ADJUSTED  
 AI9235  ___________________________________________________________________
 AI9235  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AI9235  DYNAMIC HT  -           9.395 (meters)      30.82  (feet)  COMP
 AI9235  MODELED GRAV-     979,234.7   (mgal)                       NAVD 88
 AI9235
 AI9235  VERT ORDER  -  SECOND    CLASS I
 AI9235
 AI9235.The horizontal coordinates were scaled from a topographic map and have
 AI9235.an estimated accuracy of +/- 6 seconds.
 AI9235
 AI9235.The orthometric height was determined by differential leveling
 AI9235.and adjusted by the National Geodetic Survey in April 2001..
 AI9235
 AI9235.The geoid height was determined by GEOID03.
 AI9235
 AI9235.The dynamic height is computed by dividing the NAVD 88
 AI9235.geopotential number by the normal gravity value computed on the
 AI9235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9235.degrees latitude (g = 980.6199 gals.).
 AI9235
 AI9235.The modeled gravity was interpolated from observed gravity values.
 AI9235
 AI9235;                    North         East    Units  Estimated Accuracy
 AI9235;SPC FL E     -   486,870.      189,720.      MT  (+/- 180 meters Scaled)
 AI9235
 AI9235                          SUPERSEDED SURVEY CONTROL
 AI9235
 AI9235.No superseded survey control is available for this station.
 AI9235
 AI9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM897778(NAD 83)
 AI9235_MARKER: DD = SURVEY DISK
 AI9235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9235_STAMPING: A 468 1997
 AI9235_MARK LOGO: FLDEP 
 AI9235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9235+STABILITY: SURFACE MOTION
 AI9235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9235+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9235
 AI9235  HISTORY     - Date     Condition        Report By
 AI9235  HISTORY     - 1997     MONUMENTED       FLDEP
 AI9235
 AI9235                          STATION DESCRIPTION
 AI9235
 AI9235'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AI9235'THE MARK IS ABOUT 11.0 MI (17.7 KM) EAST OF SANFORD ON THE NORTH SIDE
 AI9235'OF STATE ROAD 46, AT LAKE PROCTOR COURT, IN SECTION 27, TOWNSHIP 20
 AI9235'SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S.
 AI9235'HIGHWAYS 17, 92 AND STATE ROAD 46 IN SANFORD, GO EAST ON STATE ROAD 46
 AI9235'FOR 11.6 MI (18.7 KM) TO THE JUNCTION OF LAKE PROCTOR COURT ON THE
 AI9235'RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AI9235'MONUMENT FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE
 AI9235'LEVEL OF STATE ROAD 46. LOCATED 47.9 FT (14.6 M) NORTH OF THE
 AI9235'CENTERLINE OF STATE ROAD 46, 34.0 FT (10.4 M) WEST OF THE CENTERLINE
 AI9235'OF A DIRT DRIVEWAY LEADING NORTH AND 6.0 FT (1.8 M) SOUTH OF THE
 AI9235'FENCELINE AND A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9262 ***********************************************************************
 AI9262  DESIGNATION -  A 469
 AI9262  PID         -  AI9262
 AI9262  STATE/COUNTY-  FL/LAKE
 AI9262  USGS QUAD   -  UMATILLA (1985)
 AI9262
 AI9262                         *CURRENT SURVEY CONTROL
 AI9262  ___________________________________________________________________
 AI9262* NAD 83(1986)-  28 58 45.     (N)    081 38 41.     (W)     SCALED    
 AI9262* NAVD 88     -        24.319  (meters)      79.79   (feet)  ADJUSTED  
 AI9262  ___________________________________________________________________
 AI9262  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AI9262  DYNAMIC HT  -          24.285 (meters)      79.67  (feet)  COMP
 AI9262  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 AI9262
 AI9262  VERT ORDER  -  SECOND    CLASS I
 AI9262
 AI9262.The horizontal coordinates were scaled from a topographic map and have
 AI9262.an estimated accuracy of +/- 6 seconds.
 AI9262
 AI9262.The orthometric height was determined by differential leveling
 AI9262.and adjusted by the National Geodetic Survey in April 2001..
 AI9262
 AI9262.Photographs are available for this station.
 AI9262
 AI9262.The geoid height was determined by GEOID03.
 AI9262
 AI9262.The dynamic height is computed by dividing the NAVD 88
 AI9262.geopotential number by the normal gravity value computed on the
 AI9262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9262.degrees latitude (g = 980.6199 gals.).
 AI9262
 AI9262.The modeled gravity was interpolated from observed gravity values.
 AI9262
 AI9262;                    North         East    Units  Estimated Accuracy
 AI9262;SPC FL E     -   514,890.      137,170.      MT  (+/- 180 meters Scaled)
 AI9262
 AI9262                          SUPERSEDED SURVEY CONTROL
 AI9262
 AI9262.No superseded survey control is available for this station.
 AI9262
 AI9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN371058(NAD 83)
 AI9262_MARKER: DD = SURVEY DISK
 AI9262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9262_STAMPING: A 469 1998
 AI9262_MARK LOGO: FLDEP 
 AI9262_PROJECTION: FLUSH
 AI9262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9262+STABILITY: SURFACE MOTION
 AI9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9262+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 AI9262
 AI9262  HISTORY     - Date     Condition        Report By
 AI9262  HISTORY     - 1998     MONUMENTED       FLDEP
 AI9262  HISTORY     - 20040626 GOOD             FLDEP
 AI9262
 AI9262                          STATION DESCRIPTION
 AI9262
 AI9262'DESCRIBED BY FL DEPT OF ENV PRO 1998 (LGB)
 AI9262'THE MARK IS ABOUT 1.0 MI (1.6 KM) NORTH OF ALTOONA, IN FRONT OF THE
 AI9262'SIGN FOR LENGEMANS OF FLORIDA INC, IN SECTION 30, TOWNSHIP 17 SOUTH,
 AI9262'RANGE 27 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9262'19 AND STATE ROAD 42 (EASTBOUND) IN ALTOONA, GO NORTH ON U.S. HIGHWAY
 AI9262'19 FOR 1.0 MI (1.6 KM) TO LENGEMANS OF FLORIDA INC.  AND THE MARK ON
 AI9262'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AI9262'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE U.S. HIGHWAY
 AI9262'19. LOCATED 51.7 FT (15.8 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 AI9262'19, 37.0 FT (11.3 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 3.5
 AI9262'FT (1.1 M) WEST OF A CARSONITE WITNESS POST.
 AI9262
 AI9262                          STATION RECOVERY (2004)
 AI9262
 AI9262'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AI9262'RECOVERED IN GOOD CONDITION.
 AI9262' 
 AI9262'NOTE THE ROAD MENTIONED SHOULD READ STATE ROAD 19, NOT U.S. HIGHWAY 19
 AI9262'AS STATED IN  ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0798 ***********************************************************************
 AR0798  DESIGNATION -  A 47
 AR0798  PID         -  AR0798
 AR0798  STATE/COUNTY-  FL/ALACHUA
 AR0798  USGS QUAD   -  CITRA (1984)
 AR0798
 AR0798                         *CURRENT SURVEY CONTROL
 AR0798  ___________________________________________________________________
 AR0798* NAD 83(1986)-  29 27 13.     (N)    082 06 19.     (W)     SCALED    
 AR0798* NAVD 88     -        22.509  (meters)      73.85   (feet)  ADJUSTED  
 AR0798  ___________________________________________________________________
 AR0798  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AR0798  DYNAMIC HT  -          22.478 (meters)      73.75  (feet)  COMP
 AR0798  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AR0798
 AR0798  VERT ORDER  -  SECOND    CLASS 0
 AR0798
 AR0798.The horizontal coordinates were scaled from a topographic map and have
 AR0798.an estimated accuracy of +/- 6 seconds.
 AR0798
 AR0798.The orthometric height was determined by differential leveling
 AR0798.and adjusted by the National Geodetic Survey in June 1991..
 AR0798
 AR0798.The geoid height was determined by GEOID03.
 AR0798
 AR0798.The dynamic height is computed by dividing the NAVD 88
 AR0798.geopotential number by the normal gravity value computed on the
 AR0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0798.degrees latitude (g = 980.6199 gals.).
 AR0798
 AR0798.The modeled gravity was interpolated from observed gravity values.
 AR0798
 AR0798;                    North         East    Units  Estimated Accuracy
 AR0798;SPC FL N     -    52,720.      832,300.      MT  (+/- 180 meters Scaled)
 AR0798
 AR0798                          SUPERSEDED SURVEY CONTROL
 AR0798
 AR0798  NGVD 29 (??/??/92)   22.783  (m)           74.75   (f) ADJ UNCH    2 0
 AR0798
 AR0798.Superseded values are not recommended for survey control.
 AR0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0798.See file dsdata.txt to determine how the superseded data were derived.
 AR0798
 AR0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN928587(NAD 83)
 AR0798_MARKER: DB = BENCH MARK DISK
 AR0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0798_STAMPING: A 47
 AR0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0798+STABILITY: SURFACE MOTION
 AR0798
 AR0798  HISTORY     - Date     Condition        Report By
 AR0798  HISTORY     - UNK      MONUMENTED       FLGS
 AR0798  HISTORY     - 1959     GOOD             NGS
 AR0798  HISTORY     - 1990     GOOD             USPSQD
 AR0798
 AR0798                          STATION DESCRIPTION
 AR0798
 AR0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AR0798'AT ISLAND GROVE.
 AR0798'AT ISLAND GROVE, 100 YARDS EAST OF THE SEABOARD AIRLINE RAILROAD
 AR0798'STATION, AT A CURVE IN U.S. HIGHWAY 301, 35 FT. SOUTHEAST OF
 AR0798'THE CENTER LINE OF THE HIGHWAY 34 FT. NORTH OF THE CENTER LINE OF
 AR0798'AN OILED ROAD LEADING EAST, 107 FT. NORTH OF THE NORTHEAST
 AR0798'CORNER OF THE POST OFFICE, 39 FT. SOUTH SOUTHWEST OF THE SOUTHWEST
 AR0798'CORNER OF AN UNPAINTED FRAME HOUSE, 12 FT. SOUTH SOUTHWEST OF A
 AR0798'48 INCH OAK TREE, 1.4 FT. SOUTH OF A STEEL WITNESS POST, SET
 AR0798'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE
 AR0798'GROUND.
 AR0798
 AR0798                          STATION RECOVERY (1990)
 AR0798
 AR0798'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AR0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9164 ***********************************************************************
 AI9164  DESIGNATION -  A 470
 AI9164  PID         -  AI9164
 AI9164  STATE/COUNTY-  FL/SEMINOLE
 AI9164  USGS QUAD   -  SANFORD (1988)
 AI9164
 AI9164                         *CURRENT SURVEY CONTROL
 AI9164  ___________________________________________________________________
 AI9164* NAD 83(1986)-  28 49 06.     (N)    081 17 23.     (W)     SCALED    
 AI9164* NAVD 88     -         2.608  (meters)       8.56   (feet)  ADJUSTED  
 AI9164  ___________________________________________________________________
 AI9164  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AI9164  DYNAMIC HT  -           2.605 (meters)       8.55  (feet)  COMP
 AI9164  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 AI9164
 AI9164  VERT ORDER  -  SECOND    CLASS I
 AI9164
 AI9164.The horizontal coordinates were scaled from a topographic map and have
 AI9164.an estimated accuracy of +/- 6 seconds.
 AI9164
 AI9164.The orthometric height was determined by differential leveling
 AI9164.and adjusted by the National Geodetic Survey in April 2001..
 AI9164
 AI9164.The geoid height was determined by GEOID03.
 AI9164
 AI9164.The dynamic height is computed by dividing the NAVD 88
 AI9164.geopotential number by the normal gravity value computed on the
 AI9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9164.degrees latitude (g = 980.6199 gals.).
 AI9164
 AI9164.The modeled gravity was interpolated from observed gravity values.
 AI9164
 AI9164;                    North         East    Units  Estimated Accuracy
 AI9164;SPC FL E     -   496,930.      171,720.      MT  (+/- 180 meters Scaled)
 AI9164
 AI9164                          SUPERSEDED SURVEY CONTROL
 AI9164
 AI9164.No superseded survey control is available for this station.
 AI9164
 AI9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM717878(NAD 83)
 AI9164_MARKER: DD = SURVEY DISK
 AI9164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9164_STAMPING: A 470 1997
 AI9164_MARK LOGO: FLDEP 
 AI9164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9164+STABILITY: SURFACE MOTION
 AI9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9164+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9164
 AI9164  HISTORY     - Date     Condition        Report By
 AI9164  HISTORY     - 1997     MONUMENTED       FLDEP
 AI9164
 AI9164                          STATION DESCRIPTION
 AI9164
 AI9164'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AI9164'THE MARK IS ABOUT 1.0 MI (1.6 KM) NORTHWEST OF SANFORD, ON THE NORTH
 AI9164'SIDE OF U.S. HIGHWAYS 17, 92 (SEMINOLE BOULEVARD), ACROSS FROM THE
 AI9164'ENTRANCE TO REGATTA SHORES APARTMENTS, IN A GROUP OF THREE CABGAGE
 AI9164'PALMS, IN SECTION 23, TOWNSHIP 19 SOUTH, RANGE 30 EAST. TO REACH THE
 AI9164'MARK FROM THE INTERSECTION U.S. HIGHWAYS 17, 92 (FRENCH AVENUE) AND
 AI9164'STATE ROAD 46 (WESTBOUND) IN SANFORD, GO NORTH ON U.S. HIGHWAY 17, 92
 AI9164'(FRENCH AVENUE) FOR 0.3 MI (0.5 KM) TO THE END OF FRENCH AVENUE, BEAR
 AI9164'LEFT AND GO NORTHWEST ON U.S. HIGHWAYS 17, 92 (SEMINOLE BOULEVARD) FOR
 AI9164'1.4 MI (2.3 KM) TO THE ENTRANCE OF REGATTA SHORES APARTMENTS ON THE
 AI9164'LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AI9164'MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 AI9164'LEVEL OF U.S. HIGHWAYS 17, 92 (SEMINOLE BOULEVARD). LOCATED 14.0 FT
 AI9164'(4.3 M) NORTH OF THE NORTH EDGE OF U.S. HIGHWAYS 17, 92 (SEMINOLE
 AI9164'BOULEVARD), 9.8 FT (3.0 M) SOUTH OF A PALM TREE AND CARSONITE WITNESS
 AI9164'POST, 6.0 FT (1.8 M) WEST OF THE EASTERNMOST PALM TREE AND 6.0 FT (1.8
 AI9164'M) EAST OF THE WESTERNMOST PALM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9188 ***********************************************************************
 AI9188  DESIGNATION -  A 471
 AI9188  PID         -  AI9188
 AI9188  STATE/COUNTY-  FL/VOLUSIA
 AI9188  USGS QUAD   -  DE LAND (1993)
 AI9188
 AI9188                         *CURRENT SURVEY CONTROL
 AI9188  ___________________________________________________________________
 AI9188* NAD 83(1986)-  29 04 19.     (N)    081 21 04.     (W)     SCALED    
 AI9188* NAVD 88     -        22.394  (meters)      73.47   (feet)  ADJUSTED  
 AI9188  ___________________________________________________________________
 AI9188  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AI9188  DYNAMIC HT  -          22.363 (meters)      73.37  (feet)  COMP
 AI9188  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 AI9188
 AI9188  VERT ORDER  -  SECOND    CLASS I
 AI9188
 AI9188.The horizontal coordinates were scaled from a topographic map and have
 AI9188.an estimated accuracy of +/- 6 seconds.
 AI9188
 AI9188.The orthometric height was determined by differential leveling
 AI9188.and adjusted by the National Geodetic Survey in April 2001..
 AI9188
 AI9188.The geoid height was determined by GEOID03.
 AI9188
 AI9188.The dynamic height is computed by dividing the NAVD 88
 AI9188.geopotential number by the normal gravity value computed on the
 AI9188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9188.degrees latitude (g = 980.6199 gals.).
 AI9188
 AI9188.The modeled gravity was interpolated from observed gravity values.
 AI9188
 AI9188;                    North         East    Units  Estimated Accuracy
 AI9188;SPC FL E     -   525,060.      165,810.      MT  (+/- 180 meters Scaled)
 AI9188
 AI9188                          SUPERSEDED SURVEY CONTROL
 AI9188
 AI9188.No superseded survey control is available for this station.
 AI9188
 AI9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN658160(NAD 83)
 AI9188_MARKER: DD = SURVEY DISK
 AI9188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9188_STAMPING: A 471 1997
 AI9188_MARK LOGO: FLDEP 
 AI9188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9188+STABILITY: SURFACE MOTION
 AI9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9188+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9188
 AI9188  HISTORY     - Date     Condition        Report By
 AI9188  HISTORY     - 1997     MONUMENTED       FLDEP
 AI9188
 AI9188                          STATION DESCRIPTION
 AI9188
 AI9188'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AI9188'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTHWEST OF DELAND, AT THE
 AI9188'INTERSECTION OF GRAND AVENUE AND GLENWOOD ROAD, IN SECTION 44,
 AI9188'TOWNSHIP 16 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 AI9188'INTERSECTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 44 IN DELAND, GO
 AI9188'NORTH ON U.S. HIGHWAYS 17, 92 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 AI9188'OF WEST PLYMOUTH AVENUE, TURN LEFT ON WEST PLYMOUTH AVENUE AND GO WEST
 AI9188'FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF GRAND AVENUE, TURN RIGHT ON
 AI9188'GRAND AVENUE AND GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF
 AI9188'GLENWOOD ROAD ON THE RIGHT AND THE MARK, IN THE MEDIAN, ON THE LEFT,
 AI9188'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND
 AI9188'ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF GRAND AVENUE. LOCATED 24.0
 AI9188'FT (7.3 M) SOUTH OF THE NORTH END OF THE MEDIAN, 9.0 FT (2.7 M) EAST
 AI9188'OF THE EAST EDGE OF THE SOUTHBOUND LANE OF GRAND AVENUE, 6.0 FT (1.8
 AI9188'M) WEST OF THE WEST EDGE OF THE NORTHBOUND LANE OF GRAND AVENUE AND
 AI9188'3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9210 ***********************************************************************
 AI9210  DESIGNATION -  A 472
 AI9210  PID         -  AI9210
 AI9210  STATE/COUNTY-  FL/PUTNAM
 AI9210  USGS QUAD   -  CRESCENT CITY (1994)
 AI9210
 AI9210                         *CURRENT SURVEY CONTROL
 AI9210  ___________________________________________________________________
 AI9210* NAD 83(1986)-  29 23 34.     (N)    081 30 31.     (W)     SCALED    
 AI9210* NAVD 88     -        10.453  (meters)      34.29   (feet)  ADJUSTED  
 AI9210  ___________________________________________________________________
 AI9210  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AI9210  DYNAMIC HT  -          10.439 (meters)      34.25  (feet)  COMP
 AI9210  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AI9210
 AI9210  VERT ORDER  -  SECOND    CLASS I
 AI9210
 AI9210.The horizontal coordinates were scaled from a topographic map and have
 AI9210.an estimated accuracy of +/- 6 seconds.
 AI9210
 AI9210.The orthometric height was determined by differential leveling
 AI9210.and adjusted by the National Geodetic Survey in April 2001..
 AI9210
 AI9210.The geoid height was determined by GEOID03.
 AI9210
 AI9210.The dynamic height is computed by dividing the NAVD 88
 AI9210.geopotential number by the normal gravity value computed on the
 AI9210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9210.degrees latitude (g = 980.6199 gals.).
 AI9210
 AI9210.The modeled gravity was interpolated from observed gravity values.
 AI9210
 AI9210;                    North         East    Units  Estimated Accuracy
 AI9210;SPC FL E     -   560,670.      150,630.      MT  (+/- 180 meters Scaled)
 AI9210
 AI9210                          SUPERSEDED SURVEY CONTROL
 AI9210
 AI9210.No superseded survey control is available for this station.
 AI9210
 AI9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN506516(NAD 83)
 AI9210_MARKER: F = FLANGE-ENCASED ROD
 AI9210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI9210_STAMPING: A 472 1998
 AI9210_MARK LOGO: NGS   
 AI9210_PROJECTION: FLUSH
 AI9210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9210+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 AI9210_ROD/PIPE-DEPTH:  9.8 meters
 AI9210
 AI9210  HISTORY     - Date     Condition        Report By
 AI9210  HISTORY     - 1998     MONUMENTED       FLDEP
 AI9210  HISTORY     - 20010511 GOOD             FLDEP
 AI9210  HISTORY     - 20020807 GOOD             FLDEP
 AI9210
 AI9210                          STATION DESCRIPTION
 AI9210
 AI9210'DESCRIBED BY FL DEPT OF ENV PRO 1998 (LGB)
 AI9210'THE MARK IS ABOUT 2.5 MI (4.0 KM) SOUTH OF CRESENT CITY, AT THE
 AI9210'JUNCTION OF U.S. HIGHWAY 17 AND STARDUST BLVD, IN SECTION 6, TOWNSHIP
 AI9210'13 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 AI9210'HIGHWAY 17 AND COUNTY ROAD 308 ON THE NORTH SIDE OF CRESENT CITY, GO
 AI9210'SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF
 AI9210'STARDUST BLVD AND THE MARK IN THE SOUTHEAST CORNER, A STAINLESS STEEL
 AI9210'ROD DRIVEN TO REFUSAL AT A DEPTH OF 32.0 FT (9.8 M) WITH A LOGO CAP
 AI9210'FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF U.S.
 AI9210'HIGHWAY 17, THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE
 AI9210'LEVEL OF THE LOGO CAP. LOCATED 49.0 FT (14.9 M) SOUTH OF THE
 AI9210'CENTERLINE OF STARDUST BLVD, 46.2 FT (14.1 M) EAST OF THE CENTERLINE
 AI9210'OF U.S. HIGHWAY 17 AND 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS
 AI9210'POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AI9210
 AI9210                          STATION RECOVERY (2001)
 AI9210
 AI9210'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI9210'RECOVERED AS DESCRIBED.
 AI9210'
 AI9210
 AI9210                          STATION RECOVERY (2002)
 AI9210
 AI9210'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI9210'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7620 ***********************************************************************
 AI7620  DESIGNATION -  A 473
 AI7620  PID         -  AI7620
 AI7620  STATE/COUNTY-  FL/ALACHUA
 AI7620  USGS QUAD   -  MCINTOSH (1984)
 AI7620
 AI7620                         *CURRENT SURVEY CONTROL
 AI7620  ___________________________________________________________________
 AI7620* NAD 83(1986)-  29 27 32.     (N)    082 08 09.     (W)     SCALED    
 AI7620* NAVD 88     -        20.166  (meters)      66.16   (feet)  ADJUSTED  
 AI7620  ___________________________________________________________________
 AI7620  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AI7620  DYNAMIC HT  -          20.138 (meters)      66.07  (feet)  COMP
 AI7620  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AI7620
 AI7620  VERT ORDER  -  SECOND    CLASS I
 AI7620
 AI7620.The horizontal coordinates were scaled from a topographic map and have
 AI7620.an estimated accuracy of +/- 6 seconds.
 AI7620
 AI7620.The orthometric height was determined by differential leveling
 AI7620.and adjusted by the National Geodetic Survey in January 2001..
 AI7620
 AI7620.The geoid height was determined by GEOID03.
 AI7620
 AI7620.The dynamic height is computed by dividing the NAVD 88
 AI7620.geopotential number by the normal gravity value computed on the
 AI7620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7620.degrees latitude (g = 980.6199 gals.).
 AI7620
 AI7620.The modeled gravity was interpolated from observed gravity values.
 AI7620
 AI7620;                    North         East    Units  Estimated Accuracy
 AI7620;SPC FL N     -    53,250.      829,330.      MT  (+/- 180 meters Scaled)
 AI7620
 AI7620                          SUPERSEDED SURVEY CONTROL
 AI7620
 AI7620.No superseded survey control is available for this station.
 AI7620
 AI7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN898593(NAD 83)
 AI7620_MARKER: DD = SURVEY DISK
 AI7620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7620_STAMPING: A 473 1998
 AI7620_MARK LOGO: FLDEP 
 AI7620_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7620+STABILITY: SURFACE MOTION
 AI7620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7620+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI7620
 AI7620  HISTORY     - Date     Condition        Report By
 AI7620  HISTORY     - 1998     MONUMENTED       FLDEP
 AI7620
 AI7620                          STATION DESCRIPTION
 AI7620
 AI7620'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7620'THE MARK IS ABOUT 20.0 MI (32.2 KM) NORTH OF OCALA, 3.0 MI (4.8 KM)
 AI7620'NORTH-NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 8, TOWNSHIP 12
 AI7620'SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7620'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7620'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7620'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7620'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7620'WESTERLY FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SOUTHEAST 212 LANE ON
 AI7620'THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AI7620'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND
 AI7620'2.0 FT (0.6 M) BELOW THE LEVEL OF THE COUNTY ROAD 325. LOCATED 97.3 FT
 AI7620'(29.7 M) EAST AND ACROSS COUNTY ROAD 325 FROM POWER POLE NUMBER G
 AI7620'20-200 WITH TWO GUY WIRES, 33.3 FT (10.1 M) NORTHEAST OF THE
 AI7620'CENTERLINE OF COUNTY ROAD 325, 29.3 FT (8.9 M) NORTHWEST OF A POWER
 AI7620'POLE WITH ONE GUY WIRE AND 2.0 FT (0.6 M) SOUTHWEST OF A BARBWIRE
 AI7620'FENCE AND A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8846 ***********************************************************************
 AH8846  DESIGNATION -  A 474
 AH8846  PID         -  AH8846
 AH8846  STATE/COUNTY-  FL/POLK
 AH8846  USGS QUAD   -  FORT KISSIMMEE NW (1972)
 AH8846
 AH8846                         *CURRENT SURVEY CONTROL
 AH8846  ___________________________________________________________________
 AH8846* NAD 83(1986)-  27 39 39.     (N)    081 07 54.     (W)     SCALED    
 AH8846* NAVD 88     -        16.091  (meters)      52.79   (feet)  ADJUSTED  
 AH8846  ___________________________________________________________________
 AH8846  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH8846  DYNAMIC HT  -          16.067 (meters)      52.71  (feet)  COMP
 AH8846  MODELED GRAV-     979,165.9   (mgal)                       NAVD 88
 AH8846
 AH8846  VERT ORDER  -  SECOND    CLASS I
 AH8846
 AH8846.The horizontal coordinates were scaled from a topographic map and have
 AH8846.an estimated accuracy of +/- 6 seconds.
 AH8846
 AH8846.The orthometric height was determined by differential leveling
 AH8846.and adjusted by the National Geodetic Survey in July 1999..
 AH8846.No vertical observational check was made to the station.
 AH8846
 AH8846.The geoid height was determined by GEOID03.
 AH8846
 AH8846.The dynamic height is computed by dividing the NAVD 88
 AH8846.geopotential number by the normal gravity value computed on the
 AH8846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8846.degrees latitude (g = 980.6199 gals.).
 AH8846
 AH8846.The modeled gravity was interpolated from observed gravity values.
 AH8846
 AH8846;                    North         East    Units  Estimated Accuracy
 AH8846;SPC FL W     -   368,930.      285,670.      MT  (+/- 180 meters Scaled)
 AH8846
 AH8846                          SUPERSEDED SURVEY CONTROL
 AH8846
 AH8846.No superseded survey control is available for this station.
 AH8846
 AH8846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML870596(NAD 83)
 AH8846_MARKER: DD = SURVEY DISK
 AH8846_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8846_SP_SET: PAD
 AH8846_STAMPING: A 474 1998
 AH8846_MARK LOGO: FLDEP 
 AH8846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8846+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8846
 AH8846  HISTORY     - Date     Condition        Report By
 AH8846  HISTORY     - 1998     MONUMENTED       FLDEP
 AH8846
 AH8846                          STATION DESCRIPTION
 AH8846
 AH8846'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AH8846'THE MARK IS ABOUT 39.2 MI (63.1 KM) SOUTHEAST OF LAKE WALES IN SECTION
 AH8846'28, TOWNSHIP 32 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM THE
 AH8846'INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AH8846'EAST-SOUTHEAST ON STATE ROAD 60 FOR 26.9 MI (43.3 KM) TO THE WEST END
 AH8846'OF THE BRIDGE OVER THE KISSIMMEE RIVER, CONTINUE EAST FOR 11.05 MI
 AH8846'(17.78 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT, TURN RIGHT ON
 AH8846'THE DIRT ROAD AND GO SOUTH FOR 5.6 MI (9.0 KM) TO A Y-JUNCTION, BEAR
 AH8846'LEFT AND GO SOUTH ON THE DIRT ROAD FOR 2.55 MI (4.10 KM) TO A WOODEN
 AH8846'DOCK ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AH8846'CONCRETE PAD LEVEL WITH THE PAD AND 0.5 FT (15.2 CM) BELOW THE LEVEL
 AH8846'OF THE ROAD. LOCATED 166.0 FT (50.6 M) EAST OF A METAL GATE, 11.2 FT
 AH8846'(3.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, 2.2 FT (0.7
 AH8846'M) WEST OF THE WEST END OF A METAL GUARDRAIL, 2.2 FT (0.7 M) EAST OF
 AH8846'THE EAST END A METAL GUARDRAIL AND 1.8 FT (0.5 M) SOUTH OF A WOODEN
 AH8846'DOCK LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6670 ***********************************************************************
 DE6670  DESIGNATION -  A 475
 DE6670  PID         -  DE6670
 DE6670  STATE/COUNTY-  FL/VOLUSIA
 DE6670  USGS QUAD   -  LAKE HELEN (1980)
 DE6670
 DE6670                         *CURRENT SURVEY CONTROL
 DE6670  ___________________________________________________________________
 DE6670* NAD 83(1986)-  28 54 43.     (N)    081 07 29.     (W)     SCALED    
 DE6670* NAVD 88     -         8.854  (meters)      29.05   (feet)  ADJUSTED  
 DE6670  ___________________________________________________________________
 DE6670  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DE6670  DYNAMIC HT  -           8.842 (meters)      29.01  (feet)  COMP
 DE6670  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 DE6670
 DE6670  VERT ORDER  -  SECOND    CLASS I
 DE6670
 DE6670.The horizontal coordinates were scaled from a topographic map and have
 DE6670.an estimated accuracy of +/- 6 seconds.
 DE6670
 DE6670.The orthometric height was determined by differential leveling
 DE6670.and adjusted by the National Geodetic Survey in May 2004..
 DE6670
 DE6670.The geoid height was determined by GEOID03.
 DE6670
 DE6670.The dynamic height is computed by dividing the NAVD 88
 DE6670.geopotential number by the normal gravity value computed on the
 DE6670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6670.degrees latitude (g = 980.6199 gals.).
 DE6670
 DE6670.The modeled gravity was interpolated from observed gravity values.
 DE6670
 DE6670;                    North         East    Units  Estimated Accuracy
 DE6670;SPC FL E     -   507,280.      187,840.      MT  (+/- 180 meters Scaled)
 DE6670
 DE6670                          SUPERSEDED SURVEY CONTROL
 DE6670
 DE6670.No superseded survey control is available for this station.
 DE6670
 DE6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM878982(NAD 83)
 DE6670_MARKER: F = FLANGE-ENCASED ROD
 DE6670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6670_STAMPING: A 475 1998
 DE6670_MARK LOGO: NGS   
 DE6670_PROJECTION: FLUSH
 DE6670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6670+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6670_ROD/PIPE-DEPTH: 23.9 meters
 DE6670
 DE6670  HISTORY     - Date     Condition        Report By
 DE6670  HISTORY     - 1998     MONUMENTED       FLDEP
 DE6670
 DE6670                          STATION DESCRIPTION
 DE6670
 DE6670'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6670'THE MARK IS ABOUT 13.1 MI (21.1 KM) NORTHEAST OF SANFORD, 5.1 MI (8.2
 DE6670'KM) NORTHEAST OF OSTEEN IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE 32
 DE6670'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 AND
 DE6670'STATE ROAD 415 IN OSTEEN, GO NORTHEAST ON STATE ROAD 415 FOR 5.05 MI
 DE6670'(8.13 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DE6670'REFUSAL AT A DEPTH OF 78.5 FT (23.9 M) WITH A NGS LOGO CAP FLUSH WITH
 DE6670'THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 415, DATUM
 DE6670'POINT IS RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE LOGO CAP.
 DE6670'LOCATED 94.0 FT (28.7 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A
 DE6670'DIRT ROAD LEADING SOUTHEAST AT (1625), 48.8 FT (14.9 M) SOUTHEAST OF
 DE6670'THE CENTERLINE OF STATE ROAD 415, 19.9 FT (6.1 M) SOUTHWEST OF A
 DE6670'BARBED WIRE FENCE LEADING SOUTHEAST, 14.8 FT (4.5 M) NORTHWEST OF A
 DE6670'POWER POLE, 1.4 FT (0.4 M) NORTHWEST OF A BARBED WIRE FENCE AND 1.2 FT
 DE6670'(0.4 M) NORTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 DE6670'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6723 ***********************************************************************
 DE6723  DESIGNATION -  A 476
 DE6723  PID         -  DE6723
 DE6723  STATE/COUNTY-  FL/VOLUSIA
 DE6723  USGS QUAD   -  DAYTONA BEACH SW (1962)
 DE6723
 DE6723                         *CURRENT SURVEY CONTROL
 DE6723  ___________________________________________________________________
 DE6723* NAD 83(1986)-  29 07 07.     (N)    081 10 49.     (W)     SCALED    
 DE6723* NAVD 88     -        11.482  (meters)      37.67   (feet)  ADJUSTED  
 DE6723  ___________________________________________________________________
 DE6723  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DE6723  DYNAMIC HT  -          11.466 (meters)      37.62  (feet)  COMP
 DE6723  MODELED GRAV-     979,261.3   (mgal)                       NAVD 88
 DE6723
 DE6723  VERT ORDER  -  SECOND    CLASS I
 DE6723
 DE6723.The horizontal coordinates were scaled from a topographic map and have
 DE6723.an estimated accuracy of +/- 6 seconds.
 DE6723
 DE6723.The orthometric height was determined by differential leveling
 DE6723.and adjusted by the National Geodetic Survey in May 2004..
 DE6723
 DE6723.The geoid height was determined by GEOID03.
 DE6723
 DE6723.The dynamic height is computed by dividing the NAVD 88
 DE6723.geopotential number by the normal gravity value computed on the
 DE6723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6723.degrees latitude (g = 980.6199 gals.).
 DE6723
 DE6723.The modeled gravity was interpolated from observed gravity values.
 DE6723
 DE6723;                    North         East    Units  Estimated Accuracy
 DE6723;SPC FL E     -   530,190.      182,460.      MT  (+/- 180 meters Scaled)
 DE6723
 DE6723                          SUPERSEDED SURVEY CONTROL
 DE6723
 DE6723.No superseded survey control is available for this station.
 DE6723
 DE6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN824211(NAD 83)
 DE6723_MARKER: DD = SURVEY DISK
 DE6723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6723_SP_SET: HEADWALL
 DE6723_STAMPING: A 476 1998
 DE6723_MARK LOGO: FLDEP 
 DE6723_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6723+STABILITY: SURFACE MOTION
 DE6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6723+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6723
 DE6723  HISTORY     - Date     Condition        Report By
 DE6723  HISTORY     - 1998     MONUMENTED       FLDEP
 DE6723
 DE6723                          STATION DESCRIPTION
 DE6723
 DE6723'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6723'THE MARK IS ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF DAYTONA BEACH, 10.0
 DE6723'MI (16.1 KM) NORTHEAST OF DELAND IN SECTION 10, TOWNSHIP 16 SOUTH,
 DE6723'RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17
 DE6723'(WOODLAND BOULEVARD) AND U.S. HIGHWAY 92 (INTERNATIONAL SPEEDWAY
 DE6723'BOULEVARD) ON THE NORTH SIDE OF DELAND, GO EAST ON U.S. HIGHWAY 92
 DE6723'(INTERNATIONAL SPEEDWAY BOULEVARD) FOR 9.0 MI (14.5 KM) TO A
 DE6723'TURN-A-ROUND AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 DE6723'HEADWALL 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT
 DE6723'(15.2 CM) BELOW THE EASTBOUND LANES OF U.S. HIGHWAY 92. LOCATED 115.0
 DE6723'FT (35.1 M) NORTHEAST OF THE TURN-A-ROUND, 42.7 FT (13.0 M) SOUTHEAST
 DE6723'OF THE CENTERLINE OF THE EASTBOUND LANES OF U.S HIGHWAY 92, 15.0 FT
 DE6723'(4.6 M) NORTHWEST OF CABLE ROUTE POST NUMBER 949, 8.2 FT (2.5 M)
 DE6723'EAST-NORTHEAST OF THE WEST END OF THE HEADWALL, 8.2 FT (2.5 M)
 DE6723'WEST-SOUTHWEST OF THE EAST END OF THE HEADWALL AND 6.6 FT (2.0 M)
 DE6723'NORTHEAST OF A 2-INCH PVC PIPE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6751 ***********************************************************************
 DE6751  DESIGNATION -  A 477
 DE6751  PID         -  DE6751
 DE6751  STATE/COUNTY-  FL/VOLUSIA
 DE6751  USGS QUAD   -  FAVORETTA (1993)
 DE6751
 DE6751                         *CURRENT SURVEY CONTROL
 DE6751  ___________________________________________________________________
 DE6751* NAD 83(1986)-  29 15 44.     (N)    081 10 40.     (W)     SCALED    
 DE6751* NAVD 88     -         8.244  (meters)      27.05   (feet)  ADJUSTED  
 DE6751  ___________________________________________________________________
 DE6751  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DE6751  DYNAMIC HT  -           8.233 (meters)      27.01  (feet)  COMP
 DE6751  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 DE6751
 DE6751  VERT ORDER  -  SECOND    CLASS I
 DE6751
 DE6751.The horizontal coordinates were scaled from a topographic map and have
 DE6751.an estimated accuracy of +/- 6 seconds.
 DE6751
 DE6751.The orthometric height was determined by differential leveling
 DE6751.and adjusted by the National Geodetic Survey in May 2004..
 DE6751
 DE6751.The geoid height was determined by GEOID03.
 DE6751
 DE6751.The dynamic height is computed by dividing the NAVD 88
 DE6751.geopotential number by the normal gravity value computed on the
 DE6751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6751.degrees latitude (g = 980.6199 gals.).
 DE6751
 DE6751.The modeled gravity was interpolated from observed gravity values.
 DE6751
 DE6751;                    North         East    Units  Estimated Accuracy
 DE6751;SPC FL E     -   546,110.      182,720.      MT  (+/- 180 meters Scaled)
 DE6751
 DE6751                          SUPERSEDED SURVEY CONTROL
 DE6751
 DE6751.No superseded survey control is available for this station.
 DE6751
 DE6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN827370(NAD 83)
 DE6751_MARKER: F = FLANGE-ENCASED ROD
 DE6751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6751_STAMPING: A 477 1999
 DE6751_MARK LOGO: NGS   
 DE6751_PROJECTION: RECESSED 5 CENTIMETERS
 DE6751_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6751+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6751_ROD/PIPE-DEPTH: 24.2 meters
 DE6751
 DE6751  HISTORY     - Date     Condition        Report By
 DE6751  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6751  HISTORY     - 20060110 GOOD             USPSQD
 DE6751
 DE6751                          STATION DESCRIPTION
 DE6751
 DE6751'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6751'THE MARK IS ABOUT 16.0 MI (25.7 KM) NORTHEAST OF BARBERVILLE, 7.4 MI
 DE6751'(11.9 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 IN SECTION 28,
 DE6751'TOWNSHIP 14 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE
 DE6751'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 ON THE WEST
 DE6751'SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40 FOR 4.15 MI (6.68
 DE6751'KM) TO THE JUNCTION OF A ROAD ON THE RIGHT AND THE MARK ON THE RIGHT,
 DE6751'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.5 FT (24.2 M)
 DE6751'WITH A NGS LOGO CAP RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 DE6751'GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 40, THE DATUM
 DE6751'POINT RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE LOGO CAP.
 DE6751'LOCATED 52.7 FT (16.1 M) NORTH OF THE CENTERLINE OF STATE ROAD 40,
 DE6751'20.0 FT (6.1 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 DE6751'LEADING NORTH, 17.9 FT (5.5 M) SOUTH OF A CARSONITE WITNESS POST AND
 DE6751'1.0 FT (0.3 M) WEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD AROUND
 DE6751'THE CULVERT. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH
 DE6751'NGS LOGO CAP.
 DE6751
 DE6751                          STATION RECOVERY (2006)
 DE6751
 DE6751'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6708 ***********************************************************************
 DE6708  DESIGNATION -  A 478
 DE6708  PID         -  DE6708
 DE6708  STATE/COUNTY-  FL/FLAGLER
 DE6708  USGS QUAD   -  CODYS CORNER (1993)
 DE6708
 DE6708                         *CURRENT SURVEY CONTROL
 DE6708  ___________________________________________________________________
 DE6708* NAD 83(1986)-  29 20 08.     (N)    081 18 39.     (W)     SCALED    
 DE6708* NAVD 88     -         4.053  (meters)      13.30   (feet)  ADJUSTED  
 DE6708  ___________________________________________________________________
 DE6708  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DE6708  DYNAMIC HT  -           4.048 (meters)      13.28  (feet)  COMP
 DE6708  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 DE6708
 DE6708  VERT ORDER  -  SECOND    CLASS I
 DE6708
 DE6708.The horizontal coordinates were scaled from a topographic map and have
 DE6708.an estimated accuracy of +/- 6 seconds.
 DE6708
 DE6708.The orthometric height was determined by differential leveling
 DE6708.and adjusted by the National Geodetic Survey in May 2004..
 DE6708
 DE6708.The geoid height was determined by GEOID03.
 DE6708
 DE6708.The dynamic height is computed by dividing the NAVD 88
 DE6708.geopotential number by the normal gravity value computed on the
 DE6708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6708.degrees latitude (g = 980.6199 gals.).
 DE6708
 DE6708.The modeled gravity was interpolated from observed gravity values.
 DE6708
 DE6708;                    North         East    Units  Estimated Accuracy
 DE6708;SPC FL E     -   554,260.      169,810.      MT  (+/- 180 meters Scaled)
 DE6708
 DE6708                          SUPERSEDED SURVEY CONTROL
 DE6708
 DE6708.No superseded survey control is available for this station.
 DE6708
 DE6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN698452(NAD 83)
 DE6708_MARKER: F = FLANGE-ENCASED ROD
 DE6708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6708_STAMPING: A 478 1999
 DE6708_MARK LOGO: NGS   
 DE6708_PROJECTION: FLUSH
 DE6708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6708+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6708_ROD/PIPE-DEPTH: 24.4 meters
 DE6708
 DE6708  HISTORY     - Date     Condition        Report By
 DE6708  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6708
 DE6708                          STATION DESCRIPTION
 DE6708
 DE6708'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6708'THE MARK IS ABOUT 20.5 MI (33.0 KM) NORTH OF DELAND, 10.0 MI (16.1 KM)
 DE6708'SOUTH OF BUNNELL IN SECTION 31, TOWNSHIP 13 SOUTH, RANGE 30 EAST. TO
 DE6708'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, STATE ROAD 100 AND
 DE6708'STATE ROAD 11 (MOODY BOULEVARD) IN BUNNELL, GO SOUTHWEST ON STATE ROAD
 DE6708'11 (MOODY BOULEVARD) FOR 9.6 MI (15.4 KM) TO THE INTERSECTION OF
 DE6708'COUNTY ROAD 304, CONTINUE SOUTH ON STATE ROAD 11 FOR 1.55 MI (2.49 KM)
 DE6708'TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DE6708'DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP SET FLUSH WITH THE
 DE6708'GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 11, THE DATUM
 DE6708'POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF NGS LOGO CAP.
 DE6708'LOCATED 140.0 FT (42.7 M) NORTHWEST AND ACROSS STATE ROAD 11 FROM THE
 DE6708'APPROXIMATE CENTERLINE OF A DRIVEWAY AT 234 A, 56.0 FT (17.1 M) SOUTH
 DE6708'OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY LEADING WEST, 47.8 FT
 DE6708'(14.6 M) WEST OF THE CENTERLINE OF STATE ROAD 11, 45.5 FT (13.9 M)
 DE6708'SOUTH OF POWERPOLE NUMBER 36013235608 WITH ONE GUY WIRE ATTACHED AND
 DE6708'1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 DE6708'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6777 ***********************************************************************
 DE6777  DESIGNATION -  A 479
 DE6777  PID         -  DE6777
 DE6777  STATE/COUNTY-  FL/FLAGLER
 DE6777  USGS QUAD   -  ST JOHNS PARK (1983)
 DE6777
 DE6777                         *CURRENT SURVEY CONTROL
 DE6777  ___________________________________________________________________
 DE6777* NAD 83(1986)-  29 28 55.     (N)    081 23 18.     (W)     SCALED    
 DE6777* NAVD 88     -         6.776  (meters)      22.23   (feet)  ADJUSTED  
 DE6777  ___________________________________________________________________
 DE6777  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DE6777  DYNAMIC HT  -           6.767 (meters)      22.20  (feet)  COMP
 DE6777  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 DE6777
 DE6777  VERT ORDER  -  SECOND    CLASS I
 DE6777
 DE6777.The horizontal coordinates were scaled from a topographic map and have
 DE6777.an estimated accuracy of +/- 6 seconds.
 DE6777
 DE6777.The orthometric height was determined by differential leveling
 DE6777.and adjusted by the National Geodetic Survey in May 2004..
 DE6777
 DE6777.The geoid height was determined by GEOID03.
 DE6777
 DE6777.The dynamic height is computed by dividing the NAVD 88
 DE6777.geopotential number by the normal gravity value computed on the
 DE6777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6777.degrees latitude (g = 980.6199 gals.).
 DE6777
 DE6777.The modeled gravity was interpolated from observed gravity values.
 DE6777
 DE6777;                    North         East    Units  Estimated Accuracy
 DE6777;SPC FL E     -   570,510.      162,340.      MT  (+/- 180 meters Scaled)
 DE6777
 DE6777                          SUPERSEDED SURVEY CONTROL
 DE6777
 DE6777.No superseded survey control is available for this station.
 DE6777
 DE6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN623614(NAD 83)
 DE6777_MARKER: DD = SURVEY DISK
 DE6777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE6777_SP_SET: BRIDGE ABUTMENT
 DE6777_STAMPING: A 479 1999
 DE6777_MARK LOGO: FLDEP 
 DE6777_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6777+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6777
 DE6777  HISTORY     - Date     Condition        Report By
 DE6777  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6777
 DE6777                          STATION DESCRIPTION
 DE6777
 DE6777'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6777'THE MARK IS ABOUT 20.8 MI (33.5 KM) SOUTHEAST OF PALATKA, 15.8 MI
 DE6777'(25.4 KM) EAST OF SAN MATEO, 8.0 MI (12.9 KM) WEST OF BUNNELL ON STATE
 DE6777'ROAD 100 IN SECTION 4 TOWNSHIP 12 SOUTH, RANGE 29 EAST. TO REACH THE
 DE6777'MARK FROM THE JUNCTION OF STATE ROAD 11 (MOODY BOULEVARD) AND U.S.
 DE6777'HIGHWAY 1, STATE ROAD 100 IN BUNNELL, GO NORTH ON U.S. HIGHWAY 1,
 DE6777'STATE ROAD 100 FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 100
 DE6777'ON THE RIGHT, TURN RIGHT ON STATE ROAD 100 AND GO NORTHERLY THEN WEST
 DE6777'CROSSING BACK OVER U.S. HIGHWAY 1 FOR 8.1 MI (13.0 KM) TO THE MARK ON
 DE6777'THE RIGHT, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 DE6777'734056, 2.0 FT (0.6 M) BELOW THE LEVEL OF THE GROUND AND STATE ROAD
 DE6777'100. LOCATED 47.8 FT (14.6 M) NORTH OF THE CENTERLINE OF STATE ROAD
 DE6777'100, 16.5 FT (5.0 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 DE6777'LEADING NORTH, 2.8 FT (0.9 M) NORTH OF THE NORTH END OF A METAL
 DE6777'GUARDRAIL AND 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0106 ***********************************************************************
 BE0106  DESIGNATION -  A 48
 BE0106  PID         -  BE0106
 BE0106  STATE/COUNTY-  FL/JEFFERSON
 BE0106  USGS QUAD   -  ST MARKS NE (1982)
 BE0106
 BE0106                         *CURRENT SURVEY CONTROL
 BE0106  ___________________________________________________________________
 BE0106* NAD 83(1986)-  30 08 24.     (N)    084 00 03.     (W)     SCALED    
 BE0106* NAVD 88     -         1.585  (meters)       5.20   (feet)  ADJUSTED  
 BE0106  ___________________________________________________________________
 BE0106  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BE0106  DYNAMIC HT  -           1.583 (meters)       5.19  (feet)  COMP
 BE0106  MODELED GRAV-     979,336.9   (mgal)                       NAVD 88
 BE0106
 BE0106  VERT ORDER  -  FIRST     CLASS II
 BE0106
 BE0106.The horizontal coordinates were scaled from a topographic map and have
 BE0106.an estimated accuracy of +/- 6 seconds.
 BE0106
 BE0106.The orthometric height was determined by differential leveling
 BE0106.and adjusted by the National Geodetic Survey in June 1991..
 BE0106
 BE0106.The geoid height was determined by GEOID03.
 BE0106
 BE0106.The dynamic height is computed by dividing the NAVD 88
 BE0106.geopotential number by the normal gravity value computed on the
 BE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0106.degrees latitude (g = 980.6199 gals.).
 BE0106
 BE0106.The modeled gravity was interpolated from observed gravity values.
 BE0106
 BE0106;                    North         East    Units  Estimated Accuracy
 BE0106;SPC FL N     -   126,470.      648,090.      MT  (+/- 180 meters Scaled)
 BE0106
 BE0106                          SUPERSEDED SURVEY CONTROL
 BE0106
 BE0106  NGVD 29 (??/??/92)    1.788  (m)            5.87   (f) ADJ UNCH    1 2
 BE0106
 BE0106.Superseded values are not recommended for survey control.
 BE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0106.See file dsdata.txt to determine how the superseded data were derived.
 BE0106
 BE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU889380(NAD 83)
 BE0106_MARKER: DB = BENCH MARK DISK
 BE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0106_STAMPING: 5.866 A 48 1934
 BE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0106+STABILITY: SURFACE MOTION
 BE0106
 BE0106  HISTORY     - Date     Condition        Report By
 BE0106  HISTORY     - 1934     MONUMENTED       CGS
 BE0106  HISTORY     - 1954     GOOD             NGS
 BE0106  HISTORY     - 1966     MARK NOT FOUND   NGS
 BE0106
 BE0106                          STATION DESCRIPTION
 BE0106
 BE0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE0106'13.8 MI SE FROM NEWPORT.
 BE0106'0.1 MILE EAST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE OVER ST. MARKS
 BE0106'RIVER AT NEWPORT, THENCE ABOUT 4.65 MILES SOUTHEAST ALONG
 BE0106'SECONDARY ROAD NO. 59, THENCE ABOUT 9.0 MILES EAST ALONG AN
 BE0106'OLD ROAD FOLLOWING OLD GRADE OF AN ABANDONED RAILROAD, ABOUT
 BE0106'1.45 MILES EAST OF A LONG BRIDGE OVER PINHOOK RIVER, IN THE Y
 BE0106'OF JUNCTION OF A RAILROAD (ABANDONED) LEADING NORTHWEST, 39 FEET
 BE0106'NORTH OF CENTER LINE OF ROAD ON OLD RAILROAD GRADE, 31 FEET
 BE0106'SOUTHWEST OF CENTER LINE OF RR GRADE NORTHWEST, 33 FEET NORTH
 BE0106'OF A FENCE LINE, 68 FEET WEST OF A TRIANGULAR BLAZED 10-INCH
 BE0106'OAK TREE, 148 FEET WEST OF CENTER OF A LOCKED GATE ACROSS ROAD,
 BE0106'45 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 6-INCH OAK TREE
 BE0106'(THE LARGEST OF A GROUP OF SMALL OAKS, ABOUT 1 FOOT BELOW
 BE0106'LEVEL OF ROAD AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 BE0106'INCHES.  MARK IS ABOUT 1 3/4 MILES WEST OF AUCILLA RIVER AND
 BE0106'THE JEFFERSON-TAYLOR COUNTY LINE.  THE BENCH MARK IS IN ST.
 BE0106'MARKS GAME REFUGE.  KEY TO ENTER LOCKED GATES MAY BE OBTAINED
 BE0106'FROM PERSONNEL AT REFUGE HEADQUARTERS WHICH IS LOCATED ABOUT
 BE0106'5.0 MILES SOUTHEAST ALONG ROAD 59 FROM JUNCTION OF ROAD 59 AND
 BE0106'OLD RAILROAD GRADE.
 BE0106
 BE0106                          STATION RECOVERY (1966)
 BE0106
 BE0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BE0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0799 ***********************************************************************
 AR0799  DESIGNATION -  A 48
 AR0799  PID         -  AR0799
 AR0799  STATE/COUNTY-  FL/ALACHUA
 AR0799  USGS QUAD   -  CITRA (1984)
 AR0799
 AR0799                         *CURRENT SURVEY CONTROL
 AR0799  ___________________________________________________________________
 AR0799* NAD 83(1986)-  29 27 11.     (N)    082 06 33.     (W)     SCALED    
 AR0799* NAVD 88     -        22.654  (meters)      74.32   (feet)  ADJUSTED  
 AR0799  ___________________________________________________________________
 AR0799  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0799  DYNAMIC HT  -          22.623 (meters)      74.22  (feet)  COMP
 AR0799  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AR0799
 AR0799  VERT ORDER  -  SECOND    CLASS 0
 AR0799
 AR0799.The horizontal coordinates were scaled from a topographic map and have
 AR0799.an estimated accuracy of +/- 6 seconds.
 AR0799
 AR0799.The orthometric height was determined by differential leveling
 AR0799.and adjusted by the National Geodetic Survey in June 1991..
 AR0799
 AR0799.The geoid height was determined by GEOID03.
 AR0799
 AR0799.The dynamic height is computed by dividing the NAVD 88
 AR0799.geopotential number by the normal gravity value computed on the
 AR0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0799.degrees latitude (g = 980.6199 gals.).
 AR0799
 AR0799.The modeled gravity was interpolated from observed gravity values.
 AR0799
 AR0799;                    North         East    Units  Estimated Accuracy
 AR0799;SPC FL N     -    52,650.      831,930.      MT  (+/- 180 meters Scaled)
 AR0799
 AR0799                          SUPERSEDED SURVEY CONTROL
 AR0799
 AR0799  NGVD 29 (??/??/92)   22.928  (m)           75.22   (f) ADJ UNCH    2 0
 AR0799
 AR0799.Superseded values are not recommended for survey control.
 AR0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0799.See file dsdata.txt to determine how the superseded data were derived.
 AR0799
 AR0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN924586(NAD 83)
 AR0799_MARKER: DB = BENCH MARK DISK
 AR0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0799_STAMPING: A 48
 AR0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0799+STABILITY: SURFACE MOTION
 AR0799
 AR0799  HISTORY     - Date     Condition        Report By
 AR0799  HISTORY     - UNK      MONUMENTED       FLGS
 AR0799  HISTORY     - 1959     MARK NOT FOUND   NGS
 AR0799  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AR0799
 AR0799                          STATION DESCRIPTION
 AR0799
 AR0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AR0799'AT ISLAND GROVE.
 AR0799'AT ISLAND GROVE, ALACHUA COUNTY, 110 YARDS WEST OF THE SEABOARD
 AR0799'AIR LINE RAILROAD TRACK, AT THE JUNCTION OF U.S. HIGHWAY 301
 AR0799'AND A ROAD LEADING WEST, 67.5 FEET WEST OF THE CENTERLINE OF
 AR0799'THE HIGHWAY, AND 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 AR0799'TO PHIFER.  A STATE SURVEY STANDARD DISK, STAMPED A 48 AND SET
 AR0799'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 AR0799
 AR0799                          STATION RECOVERY (1990)
 AR0799
 AR0799'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AR0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6802 ***********************************************************************
 DE6802  DESIGNATION -  A 480
 DE6802  PID         -  DE6802
 DE6802  STATE/COUNTY-  FL/FLAGLER
 DE6802  USGS QUAD   -  ESPANOLA (1988)
 DE6802
 DE6802                         *CURRENT SURVEY CONTROL
 DE6802  ___________________________________________________________________
 DE6802* NAD 83(1986)-  29 35 18.     (N)    081 20 53.     (W)     SCALED    
 DE6802* NAVD 88     -        12.155  (meters)      39.88   (feet)  ADJUSTED  
 DE6802  ___________________________________________________________________
 DE6802  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DE6802  DYNAMIC HT  -          12.138 (meters)      39.82  (feet)  COMP
 DE6802  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 DE6802
 DE6802  VERT ORDER  -  SECOND    CLASS I
 DE6802
 DE6802.The horizontal coordinates were scaled from a topographic map and have
 DE6802.an estimated accuracy of +/- 6 seconds.
 DE6802
 DE6802.The orthometric height was determined by differential leveling
 DE6802.and adjusted by the National Geodetic Survey in May 2004..
 DE6802
 DE6802.The geoid height was determined by GEOID03.
 DE6802
 DE6802.The dynamic height is computed by dividing the NAVD 88
 DE6802.geopotential number by the normal gravity value computed on the
 DE6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6802.degrees latitude (g = 980.6199 gals.).
 DE6802
 DE6802.The modeled gravity was interpolated from observed gravity values.
 DE6802
 DE6802;                    North         East    Units  Estimated Accuracy
 DE6802;SPC FL E     -   582,290.      166,280.      MT  (+/- 180 meters Scaled)
 DE6802
 DE6802                          SUPERSEDED SURVEY CONTROL
 DE6802
 DE6802.No superseded survey control is available for this station.
 DE6802
 DE6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN662732(NAD 83)
 DE6802_MARKER: F = FLANGE-ENCASED ROD
 DE6802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6802_STAMPING: A 480 1999
 DE6802_MARK LOGO: NGS   
 DE6802_PROJECTION: FLUSH
 DE6802_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6802+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6802_ROD/PIPE-DEPTH:  9.8 meters
 DE6802
 DE6802  HISTORY     - Date     Condition        Report By
 DE6802  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6802
 DE6802                          STATION DESCRIPTION
 DE6802
 DE6802'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6802'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTHWEST OF BUNNELL, 6.2 MI (10.0
 DE6802'KM) NORTHWEST OF ESPANOLA IN SECTION 35, TOWNSHIP 10 SOUTH, RANGE 29
 DE6802'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 11 (MOODY
 DE6802'BOULEVARD), U.S. HIGHWAY 1, STATE ROAD 100 (STATE STREET) IN BUNNELL,
 DE6802'GO NORTH OF U.S. HIGHWAY 1, STATE ROAD 100 (STATE STREET) FOR 1.4 MI
 DE6802'(2.3 KM) TO THE JUNCTION OF COUNTY ROAD 13 ON THE LEFT, TURN LEFT ON
 DE6802'COUNTY ROAD 13 AND GO WESTERLY FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF
 DE6802'COUNTY ROAD 205, TURN RIGHT ON COUNTY ROAD 13 (OLD DIXIE ROAD OLD
 DE6802'BRICK ROAD) AND GO NORTHERLY FOR 6.2 MI (10.0 KM) TO THE JUNCTION OF A
 DE6802'DIRT ROAD ON THE RIGHT LEADING NORTHEAST AND THE MARK ON THE RIGHT, A
 DE6802'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 32.0 FT (9.8 M)
 DE6802'WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD
 DE6802'13, THE DATUM POINT IS RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 DE6802'THE NGS LOGO CAP. LOCATED 73.5 FT (22.4 M) NORTHEAST OF THE
 DE6802'APPROXIMATE CENTERLINE OF COUNTY ROAD 13, 10.0 FT (3.0 M) NORTHWEST OF
 DE6802'THE APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST, 8.2 FT
 DE6802'(2.5 M) NORTHWEST OF THE APPROXIMATE CENTER OF A METAL GATE, 1.1 FT
 DE6802'(0.3 M) SOUTHWEST OF AN 8-INCH WOODEN GATE POST AND 1.0 FT (0.3 M)
 DE6802'SOUTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT
 DE6802'IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6836 ***********************************************************************
 DE6836  DESIGNATION -  A 481
 DE6836  PID         -  DE6836
 DE6836  STATE/COUNTY-  FL/ST JOHNS
 DE6836  USGS QUAD   -  ST AUGUSTINE (1992)
 DE6836
 DE6836                         *CURRENT SURVEY CONTROL
 DE6836  ___________________________________________________________________
 DE6836* NAD 83(1986)-  29 53 13.     (N)    081 21 20.     (W)     SCALED    
 DE6836* NAVD 88     -        10.791  (meters)      35.40   (feet)  ADJUSTED  
 DE6836  ___________________________________________________________________
 DE6836  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DE6836  DYNAMIC HT  -          10.776 (meters)      35.35  (feet)  COMP
 DE6836  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 DE6836
 DE6836  VERT ORDER  -  SECOND    CLASS I
 DE6836
 DE6836.The horizontal coordinates were scaled from a topographic map and have
 DE6836.an estimated accuracy of +/- 6 seconds.
 DE6836
 DE6836.The orthometric height was determined by differential leveling
 DE6836.and adjusted by the National Geodetic Survey in May 2004..
 DE6836
 DE6836.The geoid height was determined by GEOID03.
 DE6836
 DE6836.The dynamic height is computed by dividing the NAVD 88
 DE6836.geopotential number by the normal gravity value computed on the
 DE6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6836.degrees latitude (g = 980.6199 gals.).
 DE6836
 DE6836.The modeled gravity was interpolated from observed gravity values.
 DE6836
 DE6836;                    North         East    Units  Estimated Accuracy
 DE6836;SPC FL E     -   615,390.      165,660.      MT  (+/- 180 meters Scaled)
 DE6836
 DE6836                          SUPERSEDED SURVEY CONTROL
 DE6836
 DE6836.No superseded survey control is available for this station.
 DE6836
 DE6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP656063(NAD 83)
 DE6836_MARKER: F = FLANGE-ENCASED ROD
 DE6836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6836_STAMPING: A 481 1999
 DE6836_MARK LOGO: NGS   
 DE6836_PROJECTION: FLUSH
 DE6836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6836+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6836_ROD/PIPE-DEPTH: 24.4 meters
 DE6836
 DE6836  HISTORY     - Date     Condition        Report By
 DE6836  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6836
 DE6836                          STATION DESCRIPTION
 DE6836
 DE6836'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6836'THE MARK IS ABOUT 1.9 MI (3.1 KM) WEST OF SAINT AUGUSTINE IN SECTION
 DE6836'43, TOWNSHIP 7 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 DE6836'JUNCTION OF STATE ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1
 DE6836'(PONCE DE LEON BOULEVARD) ON THE NORTH SIDE OF SAINT AUGUSTINE, GO
 DE6836'SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) FOR 1.95 MI (3.14
 DE6836'KM) TO THE INTERSECTION OF KING STREET, TURN RIGHT ON KING STREET AND
 DE6836'GO WEST FOR 1.95 MI (3.14 KM) TO THE INTERSECTION OF HOLMES BOULEVARD
 DE6836'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DE6836'DEPTH OF 80.0 FT (24.4 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND
 DE6836'LEVEL WITH KING STREET (COUNTY ROAD 214), THE DATUM POINT IS RECESSED
 DE6836'0.2 FT (6.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 49.9 FT (15.2
 DE6836'M) NORTH OF THE CENTERLINE OF KING STREET (COUNTY ROAD 214), 38.5 FT
 DE6836'(11.7 M) WEST OF THE APPROXIMATE CENTERLINE OF HOLMES BOULEVARD AND
 DE6836'2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM
 DE6836'POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6873 ***********************************************************************
 DE6873  DESIGNATION -  A 482
 DE6873  PID         -  DE6873
 DE6873  STATE/COUNTY-  FL/ST JOHNS
 DE6873  USGS QUAD   -  ST AUGUSTINE (1992)
 DE6873
 DE6873                         *CURRENT SURVEY CONTROL
 DE6873  ___________________________________________________________________
 DE6873* NAD 83(1986)-  29 54 56.     (N)    081 19 51.     (W)     SCALED    
 DE6873* NAVD 88     -         1.463  (meters)       4.80   (feet)  ADJUSTED  
 DE6873  ___________________________________________________________________
 DE6873  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DE6873  DYNAMIC HT  -           1.461 (meters)       4.79  (feet)  COMP
 DE6873  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 DE6873
 DE6873  VERT ORDER  -  SECOND    CLASS I
 DE6873
 DE6873.The horizontal coordinates were scaled from a topographic map and have
 DE6873.an estimated accuracy of +/- 6 seconds.
 DE6873
 DE6873.The orthometric height was determined by differential leveling
 DE6873.and adjusted by the National Geodetic Survey in May 2004..
 DE6873
 DE6873.The geoid height was determined by GEOID03.
 DE6873
 DE6873.The dynamic height is computed by dividing the NAVD 88
 DE6873.geopotential number by the normal gravity value computed on the
 DE6873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6873.degrees latitude (g = 980.6199 gals.).
 DE6873
 DE6873.The modeled gravity was interpolated from observed gravity values.
 DE6873
 DE6873;                    North         East    Units  Estimated Accuracy
 DE6873;SPC FL E     -   618,550.      168,050.      MT  (+/- 180 meters Scaled)
 DE6873
 DE6873                          SUPERSEDED SURVEY CONTROL
 DE6873
 DE6873.No superseded survey control is available for this station.
 DE6873
 DE6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP680094(NAD 83)
 DE6873_MARKER: DD = SURVEY DISK
 DE6873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6873_STAMPING: A 482 1999
 DE6873_MARK LOGO: FLDEP 
 DE6873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6873+STABILITY: SURFACE MOTION
 DE6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6873+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6873
 DE6873  HISTORY     - Date     Condition        Report By
 DE6873  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6873
 DE6873                          STATION DESCRIPTION
 DE6873
 DE6873'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6873'THE MARK IS ABOUT 0.4 MI (0.6 KM) WEST OF SAINT AUGUSTINE, 23.6 MI
 DE6873'(38.0 KM) SOUTHEAST OF GREEN COVE SPRINGS, ON STATE ROAD 16 (GREEN
 DE6873'COVE SPRINGS ROAD) IN SECTION 12, TOWNSHIP 7 SOUTH, RANGE 29 EAST. TO
 DE6873'REACH THE MARK FROM THE JUNCTION OF STATE ROAD 16 (GREEN COVE SPRINGS
 DE6873'ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) IN SAINT AUGUSTINE,
 DE6873'GO WEST ON STATE ROAD 16 (GREEN COVE SPRINGS ROAD) FOR 0.4 MI (0.6 KM)
 DE6873'TO THE JUNCTION OF LEWIS SPEEDWAY ON THE RIGHT AND THE MARK ON THE
 DE6873'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DE6873'GROUND AND LEVEL WITH STATE ROAD 16. LOCATED 50.8 FT (15.5 M) SOUTH OF
 DE6873'THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 16, 42.0 FT (12.8
 DE6873'M) EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 29.3 FT (8.9 M)
 DE6873'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 2.0 FT (0.6 M) SOUTHEAST OF A
 DE6873'CARSONITE WITNESS POST AND 1.3 FT (0.4 M) EAST OF THE SQUARE CONCRETE
 DE6873'POWER POLE NUMBER 144 HI G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6896 ***********************************************************************
 DE6896  DESIGNATION -  A 483
 DE6896  PID         -  DE6896
 DE6896  STATE/COUNTY-  FL/ST JOHNS
 DE6896  USGS QUAD   -  FLEMING ISLAND (1992)
 DE6896
 DE6896                         *CURRENT SURVEY CONTROL
 DE6896  ___________________________________________________________________
 DE6896* NAD 83(1986)-  30 07 02.     (N)    081 37 32.     (W)     SCALED    
 DE6896* NAVD 88     -         4.610  (meters)      15.12   (feet)  ADJUSTED  
 DE6896  ___________________________________________________________________
 DE6896  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DE6896  DYNAMIC HT  -           4.604 (meters)      15.11  (feet)  COMP
 DE6896  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 DE6896
 DE6896  VERT ORDER  -  SECOND    CLASS I
 DE6896
 DE6896.The horizontal coordinates were scaled from a topographic map and have
 DE6896.an estimated accuracy of +/- 6 seconds.
 DE6896
 DE6896.The orthometric height was determined by differential leveling
 DE6896.and adjusted by the National Geodetic Survey in May 2004..
 DE6896
 DE6896.The geoid height was determined by GEOID03.
 DE6896
 DE6896.The dynamic height is computed by dividing the NAVD 88
 DE6896.geopotential number by the normal gravity value computed on the
 DE6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6896.degrees latitude (g = 980.6199 gals.).
 DE6896
 DE6896.The modeled gravity was interpolated from observed gravity values.
 DE6896
 DE6896;                    North         East    Units  Estimated Accuracy
 DE6896;SPC FL E     -   641,030.      139,720.      MT  (+/- 180 meters Scaled)
 DE6896
 DE6896                          SUPERSEDED SURVEY CONTROL
 DE6896
 DE6896.No superseded survey control is available for this station.
 DE6896
 DE6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP397319(NAD 83)
 DE6896_MARKER: DD = SURVEY DISK
 DE6896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6896_STAMPING: A 483 1999
 DE6896_MARK LOGO: FLDEP 
 DE6896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6896+STABILITY: SURFACE MOTION
 DE6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6896+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6896
 DE6896  HISTORY     - Date     Condition        Report By
 DE6896  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6896
 DE6896                          STATION DESCRIPTION
 DE6896
 DE6896'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6896'THE MARK IS ABOUT 40.1 MI (64.5 KM) NORTH OF SPUDS, 19.0 MI (30.6 KM)
 DE6896'SOUTH OF JACKSONVILLE, 3.5 MI (5.6 KM) NORTHEAST OF SWITZERLAND, ON
 DE6896'STATE ROAD 13, IN SECTION 31, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6896'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6896'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6896'BOULEVARD) FOR 4.75 MI (7.64 KM) TO THE MARK ON THE LEFT, SET IN THE
 DE6896'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 DE6896'LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE ROAD 13. LOCATED 159.0
 DE6896'FT (48.5 M) NORTH OF A FRUIT COVE BAPTIST CHURCH SIGN (AT 501), 60.0
 DE6896'FT (18.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD
 DE6896'LEADING EAST, 45.0 FT (13.7 M) NORTH OF A 30-INCH OAK TREE, 24.0 FT
 DE6896'(7.3 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF STATE ROAD
 DE6896'13, 0.9 FT (27.4 CM) EAST OF THE EAST EDGE OF THE SIDEWALK AND 0.8 FT
 DE6896'(24.4 CM) SOUTH OF A SQUARE POWERPOLE NUMBER 521 100T WITH A LIGHT
 DE6896'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5470 ***********************************************************************
 AJ5470  DESIGNATION -  A 485
 AJ5470  PID         -  AJ5470
 AJ5470  STATE/COUNTY-  FL/BREVARD
 AJ5470  USGS QUAD   -  WILSON (1979)
 AJ5470
 AJ5470                         *CURRENT SURVEY CONTROL
 AJ5470  ___________________________________________________________________
 AJ5470* NAD 83(1986)-  28 42 10.     (N)    080 43 32.     (W)     SCALED    
 AJ5470* NAVD 88     -         1.189  (meters)       3.90   (feet)  ADJUSTED  
 AJ5470  ___________________________________________________________________
 AJ5470  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AJ5470  DYNAMIC HT  -           1.187 (meters)       3.89  (feet)  COMP
 AJ5470  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 AJ5470
 AJ5470  VERT ORDER  -  SECOND    CLASS I
 AJ5470
 AJ5470.The horizontal coordinates were scaled from a topographic map and have
 AJ5470.an estimated accuracy of +/- 6 seconds.
 AJ5470
 AJ5470.The orthometric height was determined by differential leveling
 AJ5470.and adjusted by the National Geodetic Survey in May 2004..
 AJ5470
 AJ5470.The geoid height was determined by GEOID03.
 AJ5470
 AJ5470.The dynamic height is computed by dividing the NAVD 88
 AJ5470.geopotential number by the normal gravity value computed on the
 AJ5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5470.degrees latitude (g = 980.6199 gals.).
 AJ5470
 AJ5470.The modeled gravity was interpolated from observed gravity values.
 AJ5470
 AJ5470;                    North         East    Units  Estimated Accuracy
 AJ5470;SPC FL E     -   484,120.      226,820.      MT  (+/- 180 meters Scaled)
 AJ5470
 AJ5470                          SUPERSEDED SURVEY CONTROL
 AJ5470
 AJ5470.No superseded survey control is available for this station.
 AJ5470
 AJ5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM268750(NAD 83)
 AJ5470_MARKER: F = FLANGE-ENCASED ROD
 AJ5470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5470_STAMPING: A 485 1999
 AJ5470_MARK LOGO: NGS   
 AJ5470_PROJECTION: FLUSH
 AJ5470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5470+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5470_ROD/PIPE-DEPTH: 24.4 meters
 AJ5470
 AJ5470  HISTORY     - Date     Condition        Report By
 AJ5470  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5470
 AJ5470                          STATION DESCRIPTION
 AJ5470
 AJ5470'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5470'THE MARK IS AT MERRITT ISLAND ABOUT 8.0 MI (12.9 KM) NORTHEAST OF
 AJ5470'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE ON THE
 AJ5470'RIGHT-OF-WAY OF HIGHWAY 3, IN SECTION 33, TOWNSHIP 20 SOUTH, RANGE 36
 AJ5470'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE
 AJ5470'ROAD 406) AND U.S. HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN TITUSVILLE,
 AJ5470'GO EAST ON STATE HIGHWAY 402 FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF
 AJ5470'STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO
 AJ5470'NORTHEAST FOR 4.2 MI (6.8 KM) TO THE T-JUNCTION OF STATE HIGHWAY 3,
 AJ5470'TURN LEFT ON STATE HIGHWAY 3 AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE
 AJ5470'JUNCTION OF A SIDE ROAD ON THE LEFT AND THE MARK ON THE LEFT, A
 AJ5470'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 AJ5470'WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE
 AJ5470'HIGHWAY 3, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) BELOW THE
 AJ5470'LEVEL THE NGS LOGO CAP. LOCATED 158.0 FT (48.2 M) SOUTH OF AND ACROSS
 AJ5470'STATE HIGHWAY 3 FROM POWER POLE NUMBER H 580 WITH 3 TRANFORMERS
 AJ5470'ATTACHED, 59.6 FT (18.2 M) SOUTH-SOUTHEAST OF A DIRT ROAD LEADING
 AJ5470'WEST, 34.0 FT (10.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF STATE
 AJ5470'HIGHWAY 3, 2.8 FT (0.9 M) NORTH-NORTHEAST OF A METAL POST WITH A
 AJ5470'PUBLIC PROHIBITED SIGN ATTACHED AND 2.0 FT (0.6 M) EAST-NORTHEAST OF A
 AJ5470'CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH
 AJ5470'A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3312 ***********************************************************************
 AJ3312  DESIGNATION -  A 486
 AJ3312  PID         -  AJ3312
 AJ3312  STATE/COUNTY-  FL/OSCEOLA
 AJ3312  USGS QUAD   -  LAKE MARIAN SW (1972)
 AJ3312
 AJ3312                         *CURRENT SURVEY CONTROL
 AJ3312  ___________________________________________________________________
 AJ3312* NAD 83(1986)-  27 47 05.     (N)    081 08 23.     (W)     SCALED    
 AJ3312* NAVD 88     -        19.040  (meters)      62.47   (feet)  ADJUSTED  
 AJ3312  ___________________________________________________________________
 AJ3312  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AJ3312  DYNAMIC HT  -          19.012 (meters)      62.38  (feet)  COMP
 AJ3312  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 AJ3312
 AJ3312  VERT ORDER  -  SECOND    CLASS I
 AJ3312
 AJ3312.The horizontal coordinates were scaled from a topographic map and have
 AJ3312.an estimated accuracy of +/- 6 seconds.
 AJ3312
 AJ3312.The orthometric height was determined by differential leveling
 AJ3312.and adjusted by the National Geodetic Survey in October 2001..
 AJ3312
 AJ3312.The geoid height was determined by GEOID03.
 AJ3312
 AJ3312.The dynamic height is computed by dividing the NAVD 88
 AJ3312.geopotential number by the normal gravity value computed on the
 AJ3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3312.degrees latitude (g = 980.6199 gals.).
 AJ3312
 AJ3312.The modeled gravity was interpolated from observed gravity values.
 AJ3312
 AJ3312;                    North         East    Units  Estimated Accuracy
 AJ3312;SPC FL E     -   382,360.      186,230.      MT  (+/- 180 meters Scaled)
 AJ3312
 AJ3312                          SUPERSEDED SURVEY CONTROL
 AJ3312
 AJ3312.No superseded survey control is available for this station.
 AJ3312
 AJ3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML862733(NAD 83)
 AJ3312_MARKER: DD = SURVEY DISK
 AJ3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3312_STAMPING: A 486 2000
 AJ3312_MARK LOGO: FLDEP 
 AJ3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3312+STABILITY: SURFACE MOTION
 AJ3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3312+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3312
 AJ3312  HISTORY     - Date     Condition        Report By
 AJ3312  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ3312
 AJ3312                          STATION DESCRIPTION
 AJ3312
 AJ3312'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3312'THE MARK IS ABOUT 47.25 MI (76.04 KM) WEST OF VERO BEACH, 30.45 MI
 AJ3312'(49.00 KM) EAST-NORTHEAST OF LAKE WALES, 15.8 MI (25.4 KM) WEST OF THE
 AJ3312'INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW JUNCTION,
 AJ3312'IN SECTION 17, TOWNSHIP 31 SOUTH, RANGE 32 EAST. TO REACH THE MARK
 AJ3312'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW
 AJ3312'JUNCTION, GO WEST ON STATE ROAD 60 FOR 15.8 MI (25.4 KM) TO THE MARK
 AJ3312'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.6
 AJ3312'FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9.1 CM) BELOW
 AJ3312'THE LEVEL OF STATE ROAD 60. LOCATED 246.0 FT (75.0 M) EAST-SOUTHEAST
 AJ3312'OF POWER POLE NUMBER 17 240, 112.5 FT (34.3 M) NORTHWEST OF POWER POLE
 AJ3312'NUMBER 17 240A, 60.6 FT (18.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AJ3312'THE WESTBOUND LANES OF STATE ROAD 60, 35.2 FT (10.7 M) NORTH-NORTHEAST
 AJ3312'OF A NO PASSING ZONE SIGN, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A BARBED
 AJ3312'WIRE FENCE AND 1.0 FT (0.3 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 AJ3312'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3490 ***********************************************************************
 AJ3490  DESIGNATION -  A 487
 AJ3490  PID         -  AJ3490
 AJ3490  STATE/COUNTY-  FL/PALM BEACH
 AJ3490  USGS QUAD   -  OKEELANTA (1970)
 AJ3490
 AJ3490                         *CURRENT SURVEY CONTROL
 AJ3490  ___________________________________________________________________
 AJ3490* NAD 83(1999)-  26 34 23.09284(N)    080 42 37.55252(W)     ADJUSTED  
 AJ3490* NAVD 88     -         4.991  (meters)      16.37   (feet)  ADJUSTED  
 AJ3490  ___________________________________________________________________
 AJ3490  X           -     921,439.117 (meters)                     COMP
 AJ3490  Y           -  -5,633,324.045 (meters)                     COMP
 AJ3490  Z           -   2,835,980.061 (meters)                     COMP
 AJ3490  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AJ3490  ELLIP HEIGHT-         -19.94  (meters)          (12/12/02) GPS OBS
 AJ3490  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AJ3490  DYNAMIC HT  -           4.983 (meters)      16.35  (feet)  COMP
 AJ3490  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AJ3490
 AJ3490  HORZ ORDER  -  FIRST
 AJ3490  VERT ORDER  -  SECOND    CLASS I
 AJ3490  ELLP ORDER  -  FOURTH    CLASS I
 AJ3490
 AJ3490.The horizontal coordinates were established by GPS observations
 AJ3490.and adjusted by the National Geodetic Survey in December 2002..
 AJ3490
 AJ3490.The orthometric height was determined by differential leveling
 AJ3490.and adjusted by the National Geodetic Survey in September 2001..
 AJ3490
 AJ3490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3490
 AJ3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3490
 AJ3490.The ellipsoidal height was determined by GPS observations
 AJ3490.and is referenced to NAD 83.
 AJ3490
 AJ3490.The geoid height was determined by GEOID03.
 AJ3490
 AJ3490.The dynamic height is computed by dividing the NAVD 88
 AJ3490.geopotential number by the normal gravity value computed on the
 AJ3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3490.degrees latitude (g = 980.6199 gals.).
 AJ3490
 AJ3490.The modeled gravity was interpolated from observed gravity values.
 AJ3490
 AJ3490;                    North         East     Units Scale Factor Converg.
 AJ3490;SPC FL E     -   248,136.782   228,847.229   MT  0.99995145   +0 07 46.3
 AJ3490;SPC FL E     -   814,095.43    750,809.62   sFT  0.99995145   +0 07 46.3
 AJ3490;UTM  17      - 2,939,184.100   528,837.387   MT  0.99961027   +0 07 46.3
 AJ3490
 AJ3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3490!SPC FL E     -   1.00000313  x   0.99995145  =   0.99995458
 AJ3490!UTM  17      -   1.00000313  x   0.99961027  =   0.99961340
 AJ3490
 AJ3490                          SUPERSEDED SURVEY CONTROL
 AJ3490
 AJ3490  NAVD 88 (12/12/02)    4.99   (m)           16.4    (f) LEVELING    3  
 AJ3490
 AJ3490.Superseded values are not recommended for survey control.
 AJ3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3490.See file dsdata.txt to determine how the superseded data were derived.
 AJ3490
 AJ3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2883739184(NAD 83)
 AJ3490_MARKER: F = FLANGE-ENCASED ROD
 AJ3490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ3490_STAMPING: A 487 2000
 AJ3490_MARK LOGO: NGS   
 AJ3490_PROJECTION: RECESSED 10 CENTIMETERS
 AJ3490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3490+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 AJ3490_ROD/PIPE-DEPTH:  3.0 meters
 AJ3490
 AJ3490  HISTORY     - Date     Condition        Report By
 AJ3490  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ3490  HISTORY     - 20020528 GOOD             MAPTEC
 AJ3490
 AJ3490                          STATION DESCRIPTION
 AJ3490
 AJ3490'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3490'THE MARK IS ABOUT 32.6 MI (52.5 KM) SOUTHWEST OF SOUTH BAY ON LEVEE
 AJ3490'19, IN SECTION 14, TOWNSHIP 45 SOUTH, RANGE 36 EAST. TO REACH THE MARK
 AJ3490'FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY,
 AJ3490'GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF
 AJ3490'COUNTY ROAD 827, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.05 MI (1.69
 AJ3490'KM) TO A CONCRETE BRIDGE OVER THE NORTH NEW RIVER CANAL, TURN LEFT
 AJ3490'CROSSING OVER THE BRIDGE TO THE EAST END AND THE JUNCTION OF LEVEE 19
 AJ3490'ON THE RIGHT PARALELLING THE NORTH NEW RIVER CANAL, TURN RIGHT ON
 AJ3490'LEVEE 19 AND GO SOUTH FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT, A
 AJ3490'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M)
 AJ3490'WITH A NGS LOGO CAP RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AJ3490'GROUND AND THE LEVEL OF U.S. HIGHWAY 27 NORTHBOUND LANES, THE DATUM
 AJ3490'POINT IS RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE NGS LOGO
 AJ3490'CAP. LOCATED 175.0 FT (53.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AJ3490'THE LEVEE ROAD, 43.5 FT (13.3 M) EAST OF THE CENTERLINE OF THE
 AJ3490'NORTHBOUND LANES OF U.S. HIGHWAY 27, 13.5 FT (4.1 M) NORTH OF THE
 AJ3490'APPROXIMATE CENTERLINE OF A CROSSOVER ROAD, 6.7 FT (2.0 M) NORTH OF
 AJ3490'THE NORTHWEST CORNER OF A BRIDGE AND 1.0 FT (0.3 M) WEST OF A STOP
 AJ3490'SIGN AND A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS
 AJ3490'HAD THROUGH A 5-INCH NGS LOGO CAP.
 AJ3490
 AJ3490                          STATION RECOVERY (2002)
 AJ3490
 AJ3490'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ3490'STATION RECOVERY (2002)
 AJ3490'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ3490'RECOVERED AS DESCRIBED.
 AJ3490' 
 AJ3490'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3548 ***********************************************************************
 AJ3548  DESIGNATION -  A 488
 AJ3548  PID         -  AJ3548
 AJ3548  STATE/COUNTY-  FL/PALM BEACH
 AJ3548  USGS QUAD   -  LAKE HARBOR SE (1970)
 AJ3548
 AJ3548                         *CURRENT SURVEY CONTROL
 AJ3548  ___________________________________________________________________
 AJ3548* NAD 83(1986)-  26 36 37.     (N)    080 50 11.     (W)     SCALED    
 AJ3548* NAVD 88     -         6.670  (meters)      21.88   (feet)  ADJUSTED  
 AJ3548  ___________________________________________________________________
 AJ3548  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AJ3548  DYNAMIC HT  -           6.660 (meters)      21.85  (feet)  COMP
 AJ3548  MODELED GRAV-     979,093.7   (mgal)                       NAVD 88
 AJ3548
 AJ3548  VERT ORDER  -  SECOND    CLASS I
 AJ3548
 AJ3548.The horizontal coordinates were scaled from a topographic map and have
 AJ3548.an estimated accuracy of +/- 6 seconds.
 AJ3548
 AJ3548.The orthometric height was determined by differential leveling
 AJ3548.and adjusted by the National Geodetic Survey in May 2003..
 AJ3548.No vertical observational check was made to the station.
 AJ3548
 AJ3548.The geoid height was determined by GEOID03.
 AJ3548
 AJ3548.The dynamic height is computed by dividing the NAVD 88
 AJ3548.geopotential number by the normal gravity value computed on the
 AJ3548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3548.degrees latitude (g = 980.6199 gals.).
 AJ3548
 AJ3548.The modeled gravity was interpolated from observed gravity values.
 AJ3548
 AJ3548;                    North         East    Units  Estimated Accuracy
 AJ3548;SPC FL E     -   252,240.      216,290.      MT  (+/- 180 meters Scaled)
 AJ3548
 AJ3548                          SUPERSEDED SURVEY CONTROL
 AJ3548
 AJ3548  NAVD 88 (09/17/01)    6.696  (m)           21.97   (f) UNKNOWN     2 1
 AJ3548
 AJ3548.Superseded values are not recommended for survey control.
 AJ3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3548.See file dsdata.txt to determine how the superseded data were derived.
 AJ3548
 AJ3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK162432(NAD 83)
 AJ3548_MARKER: DD = SURVEY DISK
 AJ3548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3548_STAMPING: A 488 2000
 AJ3548_MARK LOGO: FLDEP 
 AJ3548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3548+STABILITY: SURFACE MOTION
 AJ3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3548+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3548
 AJ3548  HISTORY     - Date     Condition        Report By
 AJ3548  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ3548
 AJ3548                          STATION DESCRIPTION
 AJ3548
 AJ3548'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3548'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF SOUTHBAY, 7.8 MI
 AJ3548'(12.6 KM) WEST OF OKEELANTA, 6.1 MI (9.8 KM) SOUTH OF LAKE HARBOR (ON
 AJ3548'THE EAST LEVEE ROAD OF THE MIAMI CANAL), IN SECTION 34, TOWNSHIP 44
 AJ3548'SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 AJ3548'HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO SOUTH ON U.S. HIGHWAY 27
 AJ3548'FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF COUNTY ROAD 827 ON THE RIGHT,
 AJ3548'TURN RIGHT ON COUNTY ROAD 827 AND GO WEST FOR 4.8 MI (7.7 KM) TO THE
 AJ3548'END OF THE PAVEMENT, CONTINUE WEST ON COUNTY ROAD 827 FOR 2.95 MI
 AJ3548'(4.75 KM) TO THE JUNCTION OF THE MIAMI CANAL AND THE MARK ON THE
 AJ3548'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AJ3548'GROUND AND 1.0 FT (0.3 M) ABOVE THE NORTH-SOUTH LEVEE ROAD. LOCATED
 AJ3548'108.0 FT (32.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST
 AJ3548'LEVEE ROAD, 31.0 FT (9.4 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 AJ3548'NORTH-SOUTH LEVEE ROAD AND 7.0 FT (2.1 M) SOUTH OF A POWER POLE AND A
 AJ3548'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0020 ***********************************************************************
 AR0020  DESIGNATION -  A 49
 AR0020  PID         -  AR0020
 AR0020  STATE/COUNTY-  FL/TAYLOR
 AR0020  USGS QUAD   -  SALEM (1993)
 AR0020
 AR0020                         *CURRENT SURVEY CONTROL
 AR0020  ___________________________________________________________________
 AR0020* NAD 83(1986)-  29 53 11.     (N)    083 24 46.     (W)     SCALED    
 AR0020* NAVD 88     -        12.486  (meters)      40.96   (feet)  ADJUSTED  
 AR0020  ___________________________________________________________________
 AR0020  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AR0020  DYNAMIC HT  -          12.469 (meters)      40.91  (feet)  COMP
 AR0020  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 AR0020
 AR0020  VERT ORDER  -  FIRST     CLASS I
 AR0020
 AR0020.The horizontal coordinates were scaled from a topographic map and have
 AR0020.an estimated accuracy of +/- 6 seconds.
 AR0020
 AR0020.The orthometric height was determined by differential leveling
 AR0020.and adjusted by the National Geodetic Survey in June 1991..
 AR0020
 AR0020.The geoid height was determined by GEOID03.
 AR0020
 AR0020.The dynamic height is computed by dividing the NAVD 88
 AR0020.geopotential number by the normal gravity value computed on the
 AR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0020.degrees latitude (g = 980.6199 gals.).
 AR0020
 AR0020.The modeled gravity was interpolated from observed gravity values.
 AR0020
 AR0020;                    North         East    Units  Estimated Accuracy
 AR0020;SPC FL N     -    98,760.      705,020.      MT  (+/- 180 meters Scaled)
 AR0020
 AR0020                          SUPERSEDED SURVEY CONTROL
 AR0020
 AR0020  NGVD 29 (??/??/92)   12.688  (m)           41.63   (f) ADJ UNCH    1 1
 AR0020
 AR0020.Superseded values are not recommended for survey control.
 AR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0020.See file dsdata.txt to determine how the superseded data were derived.
 AR0020
 AR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP669086(NAD 83)
 AR0020_MARKER: DB = BENCH MARK DISK
 AR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0020_STAMPING: A 49 1934 41.627
 AR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0020+STABILITY: SURFACE MOTION
 AR0020
 AR0020  HISTORY     - Date     Condition        Report By
 AR0020  HISTORY     - 1934     MONUMENTED       CGS
 AR0020  HISTORY     - 1967     GOOD             NGS
 AR0020  HISTORY     - 1977     GOOD             NGS
 AR0020
 AR0020                          STATION DESCRIPTION
 AR0020
 AR0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0020'17.8 MI SE FROM PERRY.
 AR0020'ABOUT 17.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM
 AR0020'THE JUNCTION OF U.S. HIGHWAY 221 AT PERRY, IN SECTION 10, R 9
 AR0020'E, T 7 S, AT THE SMALL VILLAGE OF SALEM, ABOUT 173 YARDS
 AR0020'NORTHWEST OF ACLRR MILEPOST 770, NEAR A SAND ROAD CROSSING THE
 AR0020'ACLRR, 265 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE
 AR0020'NORTHBOUND LANE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE
 AR0020'NORTHEAST RAIL OF THE MAIN TRACK, 82 FEET NORTHWEST OF THE
 AR0020'CENTER LINE OF SAND ROAD, 287 FEET NORTHEAST OF SALEM NW BASE
 AR0020'RM 1 DESCRIBED, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 AR0020'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AR0020'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 AR0020'ORIGINAL DESCRIPTION REPORTED THIS MARK TO PROJECT 6 INCHES.
 AR0020
 AR0020                          STATION RECOVERY (1977)
 AR0020
 AR0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AR0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5334 ***********************************************************************
 DG5334  DESIGNATION -  A 491
 DG5334  PID         -  DG5334
 DG5334  STATE/COUNTY-  FL/MARION
 DG5334  USGS QUAD   -  LYNNE (1993)
 DG5334
 DG5334                         *CURRENT SURVEY CONTROL
 DG5334  ___________________________________________________________________
 DG5334* NAD 83(1986)-  29 13 46.     (N)    081 58 08.     (W)     SCALED    
 DG5334* NAVD 88     -        17.995  (meters)      59.04   (feet)  ADJUSTED  
 DG5334  ___________________________________________________________________
 DG5334  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DG5334  DYNAMIC HT  -          17.970 (meters)      58.96  (feet)  COMP
 DG5334  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 DG5334
 DG5334  VERT ORDER  -  SECOND    CLASS I
 DG5334
 DG5334.The horizontal coordinates were scaled from a topographic map and have
 DG5334.an estimated accuracy of +/- 6 seconds.
 DG5334
 DG5334.The orthometric height was determined by differential leveling
 DG5334.and adjusted by the National Geodetic Survey in August 2004..
 DG5334
 DG5334.The geoid height was determined by GEOID03.
 DG5334
 DG5334.The dynamic height is computed by dividing the NAVD 88
 DG5334.geopotential number by the normal gravity value computed on the
 DG5334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5334.degrees latitude (g = 980.6199 gals.).
 DG5334
 DG5334.The modeled gravity was interpolated from observed gravity values.
 DG5334
 DG5334;                    North         East    Units  Estimated Accuracy
 DG5334;SPC FL W     -   542,460.      203,030.      MT  (+/- 180 meters Scaled)
 DG5334
 DG5334                          SUPERSEDED SURVEY CONTROL
 DG5334
 DG5334.No superseded survey control is available for this station.
 DG5334
 DG5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN058337(NAD 83)
 DG5334_MARKER: DD = SURVEY DISK
 DG5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5334_STAMPING: A 491 2000
 DG5334_MARK LOGO: FLDEP 
 DG5334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5334+STABILITY: SURFACE MOTION
 DG5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5334+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5334
 DG5334  HISTORY     - Date     Condition        Report By
 DG5334  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5334
 DG5334                          STATION DESCRIPTION
 DG5334
 DG5334'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 DG5334'THE MARK IS ABOUT 14.8 MI (23.8 KM) WEST OF SALT SPRINGS, 5.0 MI (8.0
 DG5334'KM) EAST OF SILVER SPRINGS, IN SECTION 36, TOWNSHIP 14 SOUTH, RANGE 23
 DG5334'EAST. TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 40 AND
 DG5334'COUNTY ROAD 326, 1.5 MI (2.4 KM) EAST OF SILVER SPRINGS, GO EAST ON
 DG5334'STATE ROAD 40 FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF COUNTY ROAD 314,
 DG5334'TURN LEFT ON COUNTY ROAD 314 AND GO NORTHEASTERLY FOR 1.2 MI (1.9 KM)
 DG5334'TO THE JUNCTION OF NORTHEAST 40 ROAD AND THE MARK ON THE RIGHT, SET IN
 DG5334'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 2.0 FT (0.6
 DG5334'M) BELOW THE LEVEL OF COUNTY ROAD 314. LOCATED 65.9 FT (20.1 M) EAST
 DG5334'OF THE APPROXIMATE CENTERLINE OF NORTHEAST 40 ROAD, 56.5 FT (17.2 M)
 DG5334'SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 314, 32.4 FT (9.9
 DG5334'M) EAST OF A PALM TREE, 2.6 FT (0.8 M) WEST OF A 10-INCH PINE TREE AND
 DG5334'2.2 FT (0.7 M) EAST OF A 12-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8113 ***********************************************************************
 DE8113  DESIGNATION -  A 492
 DE8113  PID         -  DE8113
 DE8113  STATE/COUNTY-  FL/ST JOHNS
 DE8113  USGS QUAD   -  PICOLATA (1991)
 DE8113
 DE8113                         *CURRENT SURVEY CONTROL
 DE8113  ___________________________________________________________________
 DE8113* NAD 83(1986)-  29 54 50.     (N)    081 31 39.     (W)     SCALED    
 DE8113* NAVD 88     -         4.322  (meters)      14.18   (feet)  ADJUSTED  
 DE8113  ___________________________________________________________________
 DE8113  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DE8113  DYNAMIC HT  -           4.316 (meters)      14.16  (feet)  COMP
 DE8113  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 DE8113
 DE8113  VERT ORDER  -  SECOND    CLASS I
 DE8113
 DE8113.The horizontal coordinates were scaled from a topographic map and have
 DE8113.an estimated accuracy of +/- 6 seconds.
 DE8113
 DE8113.The orthometric height was determined by differential leveling
 DE8113.and adjusted by the National Geodetic Survey in May 2004..
 DE8113
 DE8113.The geoid height was determined by GEOID03.
 DE8113
 DE8113.The dynamic height is computed by dividing the NAVD 88
 DE8113.geopotential number by the normal gravity value computed on the
 DE8113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8113.degrees latitude (g = 980.6199 gals.).
 DE8113
 DE8113.The modeled gravity was interpolated from observed gravity values.
 DE8113
 DE8113;                    North         East    Units  Estimated Accuracy
 DE8113;SPC FL E     -   618,440.      149,060.      MT  (+/- 180 meters Scaled)
 DE8113
 DE8113                          SUPERSEDED SURVEY CONTROL
 DE8113
 DE8113.No superseded survey control is available for this station.
 DE8113
 DE8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP490093(NAD 83)
 DE8113_MARKER: DD = SURVEY DISK
 DE8113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8113_STAMPING: A 492 2000
 DE8113_MARK LOGO: FLDNR 
 DE8113_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8113+STABILITY: SURFACE MOTION
 DE8113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8113+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE8113
 DE8113  HISTORY     - Date     Condition        Report By
 DE8113  HISTORY     - 2000     MONUMENTED       FLDEP
 DE8113
 DE8113                          STATION DESCRIPTION
 DE8113
 DE8113'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 DE8113'THE MARK IS ABOUT 13.0 MI (20.9 KM) WEST OF SAINT AUGUSTINE, 4.0 MI
 DE8113'(6.4 KM) EAST OF PICOLATA ON COUNTY ROAD 208, SECTION 38, TOWNSHIP 7
 DE8113'SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE8113'ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON
 DE8113'BOULEVARD) IN SAINT AUGUSTINE, GO WEST ON STATE ROAD 16 (GREEN COVE
 DE8113'SPRINGS ROAD) FOR 5.4 MI (8.7 KM) TO THE INTERSTATE 95 OVERPASS,
 DE8113'CONTINUE WEST ON STATE ROAD 16 (GREEN COVE SPRINGS ROAD) FOR 0.1 MI
 DE8113'(0.2 KM) TO THE JUNCTION OF COUNTY ROAD 208 ON THE LEFT, TURN LEFT ON
 DE8113'COUNTY ROAD 208 AND GO WESTERLY FOR 7.2 MI (11.6 KM) TO THE JUNCTION
 DE8113'OF JOE ASHTON ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE
 DE8113'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.8 FT
 DE8113'(24.4 CM) ABOVE THE LEVEL OF COUNTY ROAD 208. LOCATED 81.3 FT (24.8 M)
 DE8113'NORTHEAST OF AND ACROSS COUNTY ROAD 208 FROM POWER POLE NUMBER
 DE8113'34655497605 WITH A TRANFORMER ATTACHED, 44.8 FT (13.7 M) NORTH OF THE
 DE8113'APPROXIMATE CENTERLINE OF COUNTY ROAD 208, 36.3 FT (11.1 M) WEST OF
 DE8113'JOE ASHTON ROAD, 9.7 FT (3.0 M) EAST OF A 14-INCH PINE TREE AND 1.6 FT
 DE8113'(0.5 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5739 ***********************************************************************
 DG5739  DESIGNATION -  A 493
 DG5739  PID         -  DG5739
 DG5739  STATE/COUNTY-  FL/PUTNAM
 DG5739  USGS QUAD   -  HAWTHORNE (1984)
 DG5739
 DG5739                         *CURRENT SURVEY CONTROL
 DG5739  ___________________________________________________________________
 DG5739* NAD 83(1986)-  29 33 30.     (N)    082 02 06.     (W)     SCALED    
 DG5739* NAVD 88     -        33.193  (meters)     108.90   (feet)  ADJUSTED  
 DG5739  ___________________________________________________________________
 DG5739  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DG5739  DYNAMIC HT  -          33.148 (meters)     108.75  (feet)  COMP
 DG5739  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 DG5739
 DG5739  VERT ORDER  -  SECOND    CLASS I
 DG5739
 DG5739.The horizontal coordinates were scaled from a topographic map and have
 DG5739.an estimated accuracy of +/- 6 seconds.
 DG5739
 DG5739.The orthometric height was determined by differential leveling
 DG5739.and adjusted by the National Geodetic Survey in August 2004..
 DG5739
 DG5739.The geoid height was determined by GEOID03.
 DG5739
 DG5739.The dynamic height is computed by dividing the NAVD 88
 DG5739.geopotential number by the normal gravity value computed on the
 DG5739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5739.degrees latitude (g = 980.6199 gals.).
 DG5739
 DG5739.The modeled gravity was interpolated from observed gravity values.
 DG5739
 DG5739;                    North         East    Units  Estimated Accuracy
 DG5739;SPC FL E     -   579,360.       99,700.      MT  (+/- 180 meters Scaled)
 DG5739
 DG5739                          SUPERSEDED SURVEY CONTROL
 DG5739
 DG5739.No superseded survey control is available for this station.
 DG5739
 DG5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN997702(NAD 83)
 DG5739_MARKER: F = FLANGE-ENCASED ROD
 DG5739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5739_STAMPING: A 493 2000
 DG5739_MARK LOGO: NGS   
 DG5739_PROJECTION: RECESSED 5 CENTIMETERS
 DG5739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5739+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5739_ROD/PIPE-DEPTH: 17.3 meters
 DG5739
 DG5739  HISTORY     - Date     Condition        Report By
 DG5739  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5739
 DG5739                          STATION DESCRIPTION
 DG5739
 DG5739'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5739'THE MARK IS ABOUT 19.9 MI (32.0 KM) SOUTHEAST OF GAINESVILLE, 3.9 MI
 DG5739'(6.3 KM) SOUTHEAST OF HAWTHORNE, ON GORDON CHAPEL ROAD IN SECTION 6,
 DG5739'TOWNSHIP 11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 DG5739'INTERSECTION OF U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO
 DG5739'EAST ON STATE ROAD 20 FOR 1.9 MI (3.1 KM) TO THE PUTNAM COUNTY LINE,
 DG5739'CONTINUE EAST ON STATE ROAD 20 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DG5739'GORDON CHAPEL ROAD ON THE RIGHT, TURN RIGHT ON GORDON CHAPEL ROAD AND
 DG5739'GO SOUTH FOR 3.6 MI (5.8 KM) TO THE MARK ON THE RIGHT, A STAINLESS
 DG5739'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.7 FT (17.3 M) WITH A NGS
 DG5739'LOGO CAP RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND
 DG5739'LEVEL WITH GORDON CHAPEL ROAD, THE DATUM POINT IS RECESSED 0.4 FT
 DG5739'(12.2 CM) BELOW THE NGS LOGO CAP. LOCATED 345.0 FT (105.2 M)
 DG5739'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF WILLOW LANE, 29.9 FT (9.1
 DG5739'M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF GORDON CHAPEL
 DG5739'ROAD, 29.0 FT (8.8 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DG5739'A DIRT ROAD LEADING NORTH-NORTHEAST AND 1.0 FT (0.3 M) SOUTH-SOUTHEAST
 DG5739'OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH
 DG5739'A 5-INCH NGS LOGO CAP. NOTE--A 493 2000 WAS GOING TO BE DESTROYED, SO
 DG5739'A RESET MARK WAS SET A 493 2000 WAS DESTROYED, SEE (SSN 1016) FOR A
 DG5739'493 RESET 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5750 ***********************************************************************
 DG5750  DESIGNATION -  A 493 RESET
 DG5750  PID         -  DG5750
 DG5750  STATE/COUNTY-  FL/PUTNAM
 DG5750  USGS QUAD   -  HAWTHORNE (1984)
 DG5750
 DG5750                         *CURRENT SURVEY CONTROL
 DG5750  ___________________________________________________________________
 DG5750* NAD 83(1986)-  29 33 29.     (N)    082 02 07.     (W)     SCALED    
 DG5750* NAVD 88     -        31.327  (meters)     102.78   (feet)  ADJUSTED  
 DG5750  ___________________________________________________________________
 DG5750  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DG5750  DYNAMIC HT  -          31.284 (meters)     102.64  (feet)  COMP
 DG5750  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 DG5750
 DG5750  VERT ORDER  -  SECOND    CLASS I
 DG5750
 DG5750.The horizontal coordinates were scaled from a topographic map and have
 DG5750.an estimated accuracy of +/- 6 seconds.
 DG5750
 DG5750.The orthometric height was determined by differential leveling
 DG5750.and adjusted by the National Geodetic Survey in August 2004..
 DG5750.No vertical observational check was made to the station.
 DG5750
 DG5750.The geoid height was determined by GEOID03.
 DG5750
 DG5750.The dynamic height is computed by dividing the NAVD 88
 DG5750.geopotential number by the normal gravity value computed on the
 DG5750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5750.degrees latitude (g = 980.6199 gals.).
 DG5750
 DG5750.The modeled gravity was interpolated from observed gravity values.
 DG5750
 DG5750;                    North         East    Units  Estimated Accuracy
 DG5750;SPC FL E     -   579,330.       99,670.      MT  (+/- 180 meters Scaled)
 DG5750
 DG5750                          SUPERSEDED SURVEY CONTROL
 DG5750
 DG5750.No superseded survey control is available for this station.
 DG5750
 DG5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN997702(NAD 83)
 DG5750_MARKER: F = FLANGE-ENCASED ROD
 DG5750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5750_STAMPING: A 493 RESET 2000
 DG5750_MARK LOGO: NGS   
 DG5750_PROJECTION: RECESSED 5 CENTIMETERS
 DG5750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5750+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5750_ROD/PIPE-DEPTH: 17.3 meters
 DG5750
 DG5750  HISTORY     - Date     Condition        Report By
 DG5750  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5750
 DG5750                          STATION DESCRIPTION
 DG5750
 DG5750'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5750'THE MARK IS ABOUT 19.9 MI (32.0 KM) SOUTHEAST OF GAINESVILLE, 3.9 MI
 DG5750'(6.3 KM) SOUTHEAST OF HAWTHORNE, ON GORDON CHAPEL ROAD IN SECTION 6,
 DG5750'TOWNSHIP 11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 DG5750'INTERSECTION OF U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO
 DG5750'EAST ON STATE ROAD 20 FOR 1.9 MI (3.1 KM) TO THE PUTNAM COUNTY LINE,
 DG5750'CONTINUE EAST ON STATE ROAD 20 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DG5750'GORDON CHAPEL ROAD ON THE RIGHT, TURN RIGHT ON GORDON CHAPEL ROAD AND
 DG5750'GO SOUTH FOR 3.6 MI (5.8 KM) TO THE MARK ON THE RIGHT, A STAINLESS
 DG5750'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.7 FT (17.3 M) WITH A NGS
 DG5750'LOGO CAP RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND
 DG5750'LEVEL WITH GORDON CHAPEL ROAD, THE DATUM POINT IS RECESSED 0.4 FT
 DG5750'(12.2 CM) BELOW THE NGS LOGO CAP. LOCATED 345.0 FT (105.2 M)
 DG5750'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF WILLOW LANE, 29.9 FT (9.1
 DG5750'M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF GORDON CHAPEL
 DG5750'ROAD, 29.0 FT (8.8 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DG5750'A DIRT ROAD LEADING NORTH-NORTHEAST AND 1.0 FT (0.3 M) SOUTH-SOUTHEAST
 DG5750'OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH
 DG5750'A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5372 ***********************************************************************
 DG5372  DESIGNATION -  A 494
 DG5372  PID         -  DG5372
 DG5372  STATE/COUNTY-  FL/LAKE
 DG5372  USGS QUAD   -  MASCOTTE (1969)
 DG5372
 DG5372                         *CURRENT SURVEY CONTROL
 DG5372  ___________________________________________________________________
 DG5372* NAD 83(1986)-  28 36 35.     (N)    081 53 05.     (W)     SCALED    
 DG5372* NAVD 88     -        29.731  (meters)      97.54   (feet)  ADJUSTED  
 DG5372  ___________________________________________________________________
 DG5372  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DG5372  DYNAMIC HT  -          29.688 (meters)      97.40  (feet)  COMP
 DG5372  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 DG5372
 DG5372  VERT ORDER  -  FIRST     CLASS II
 DG5372
 DG5372.The horizontal coordinates were scaled from a topographic map and have
 DG5372.an estimated accuracy of +/- 6 seconds.
 DG5372
 DG5372.The orthometric height was determined by differential leveling
 DG5372.and adjusted by the National Geodetic Survey in August 2004..
 DG5372
 DG5372.The geoid height was determined by GEOID03.
 DG5372
 DG5372.The dynamic height is computed by dividing the NAVD 88
 DG5372.geopotential number by the normal gravity value computed on the
 DG5372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5372.degrees latitude (g = 980.6199 gals.).
 DG5372
 DG5372.The modeled gravity was interpolated from observed gravity values.
 DG5372
 DG5372;                    North         East    Units  Estimated Accuracy
 DG5372;SPC FL E     -   474,100.      113,480.      MT  (+/- 180 meters Scaled)
 DG5372
 DG5372                          SUPERSEDED SURVEY CONTROL
 DG5372
 DG5372.No superseded survey control is available for this station.
 DG5372
 DG5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM135650(NAD 83)
 DG5372_MARKER: F = FLANGE-ENCASED ROD
 DG5372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5372_STAMPING: A 494 2000
 DG5372_MARK LOGO: NGS   
 DG5372_PROJECTION: PROJECTING 3 CENTIMETERS
 DG5372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5372+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DG5372_ROD/PIPE-DEPTH: 24.4 meters
 DG5372
 DG5372  HISTORY     - Date     Condition        Report By
 DG5372  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5372  HISTORY     - 20040401 GOOD             FLDEP
 DG5372  HISTORY     - 20040401 GOOD             FLDEP
 DG5372
 DG5372                          STATION DESCRIPTION
 DG5372
 DG5372'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5372'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHWEST OF LEESBURG, 2.3 MI (3.7
 DG5372'KM) NORTH OF MASCOTTE ON COUNTY ROAD 33, IN SECTION 35, TOWNSHIP 21
 DG5372'SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DG5372'ROAD 50 AND COUNTY ROAD 33 IN MASCOTTE, GO NORTH ON COUNTY ROAD 33 FOR
 DG5372'2.3 MI (3.7 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DG5372'TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP
 DG5372'PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND AND LEVEL
 DG5372'WITH COUNTY ROAD 33, THE DATUM POINT IS RECESSED 0.8 FT (24.4 CM)
 DG5372'BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED 37.7 FT (11.5 M) EAST OF
 DG5372'THE CENTERLINE OF COUNTY ROAD 33, 31.0 FT (9.4 M) NORTH OF THE
 DG5372'APPROXIMATE CENTERLINE OF SIMON BROWN ROAD AND 0.6 FT (18.3 CM) WEST
 DG5372'OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD
 DG5372'THROUGH A 5-INCH NGS LOGO CAP.
 DG5372
 DG5372                          STATION RECOVERY (2004)
 DG5372
 DG5372'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 DG5372'RECOVERED AS DESCRIBED.
 DG5372
 DG5372                          STATION RECOVERY (2004)
 DG5372
 DG5372'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 DG5372'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5510 ***********************************************************************
 DG5510  DESIGNATION -  A 495
 DG5510  PID         -  DG5510
 DG5510  STATE/COUNTY-  FL/VOLUSIA
 DG5510  USGS QUAD   -  OSCEOLA (1988)
 DG5510
 DG5510                         *CURRENT SURVEY CONTROL
 DG5510  ___________________________________________________________________
 DG5510* NAD 83(1986)-  28 50 22.     (N)    081 01 26.     (W)     SCALED    
 DG5510* NAVD 88     -         6.991  (meters)      22.94   (feet)  ADJUSTED  
 DG5510  ___________________________________________________________________
 DG5510  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DG5510  DYNAMIC HT  -           6.981 (meters)      22.90  (feet)  COMP
 DG5510  MODELED GRAV-     979,251.8   (mgal)                       NAVD 88
 DG5510
 DG5510  VERT ORDER  -  SECOND    CLASS I
 DG5510
 DG5510.The horizontal coordinates were scaled from a topographic map and have
 DG5510.an estimated accuracy of +/- 6 seconds.
 DG5510
 DG5510.The orthometric height was determined by differential leveling
 DG5510.and adjusted by the National Geodetic Survey in August 2004..
 DG5510
 DG5510.The geoid height was determined by GEOID03.
 DG5510
 DG5510.The dynamic height is computed by dividing the NAVD 88
 DG5510.geopotential number by the normal gravity value computed on the
 DG5510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5510.degrees latitude (g = 980.6199 gals.).
 DG5510
 DG5510.The modeled gravity was interpolated from observed gravity values.
 DG5510
 DG5510;                    North         East    Units  Estimated Accuracy
 DG5510;SPC FL E     -   499,240.      197,670.      MT  (+/- 180 meters Scaled)
 DG5510
 DG5510                          SUPERSEDED SURVEY CONTROL
 DG5510
 DG5510.No superseded survey control is available for this station.
 DG5510
 DG5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM976901(NAD 83)
 DG5510_MARKER: DD = SURVEY DISK
 DG5510_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5510_SP_SET: BRIDGE WALKWAY
 DG5510_STAMPING: A 495 2000
 DG5510_MARK LOGO: FLDEP 
 DG5510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5510+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5510
 DG5510  HISTORY     - Date     Condition        Report By
 DG5510  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5510
 DG5510                          STATION DESCRIPTION
 DG5510
 DG5510'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5510'THE MARK IS ABOUT 14.1 MI (22.7 KM) WEST OF OAK HILL, 8.5 MI (13.7 KM)
 DG5510'EAST OF OSTEEN, IN SECTION 16, TOWNSHIP 19 SOUTH, RANGE 33 EAST. TO
 DG5510'REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 (DOYLE ROAD) AND
 DG5510'STATE ROAD 415 IN OSTEEN, GO SOUTHEAST ON STATE ROAD 415 FOR 0.2 MI
 DG5510'(0.3 KM) TO THE JUNCTION OF NEW SMYRNA BOULEVARD ON THE LEFT, TURN
 DG5510'LEFT ON NEW SMYRNA BOULEVARD AND GO SOUTHEAST FOR 0.05 MI (0.08 KM) TO
 DG5510'THE JUNCTION OF OSTEEN-MAYTOWN ROAD (FLORIDA AVENUE) ON THE LEFT, TURN
 DG5510'LEFT ON OSTEEN-MAYTOWN ROAD (FLORIDA AVENUE) AND GO EAST FOR 7.5 MI
 DG5510'(12.1 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A BRIDGE WALKWAY
 DG5510'0.8 FT (24.4 CM) ABOVE THE LEVEL OF OSTEEN-MAYTOWN ROAD. LOCATED 14.5
 DG5510'FT (4.4 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE BRIDGE AND
 DG5510'1.6 FT (0.5 M) WEST OF THE NORTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7644 ***********************************************************************
 AJ7644  DESIGNATION -  A 496
 AJ7644  PID         -  AJ7644
 AJ7644  STATE/COUNTY-  FL/OSCEOLA
 AJ7644  USGS QUAD   -  LAKE MARIAN NE (1972)
 AJ7644
 AJ7644                         *CURRENT SURVEY CONTROL
 AJ7644  ___________________________________________________________________
 AJ7644* NAD 83(1986)-  27 59 54.     (N)    081 01 11.     (W)     SCALED    
 AJ7644* NAVD 88     -        17.740  (meters)      58.20   (feet)  ADJUSTED  
 AJ7644  ___________________________________________________________________
 AJ7644  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AJ7644  DYNAMIC HT  -          17.714 (meters)      58.12  (feet)  COMP
 AJ7644  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 AJ7644
 AJ7644  VERT ORDER  -  SECOND    CLASS I
 AJ7644
 AJ7644.The horizontal coordinates were scaled from a topographic map and have
 AJ7644.an estimated accuracy of +/- 6 seconds.
 AJ7644
 AJ7644.The orthometric height was determined by differential leveling
 AJ7644.and adjusted by the National Geodetic Survey in March 2002..
 AJ7644
 AJ7644.The geoid height was determined by GEOID03.
 AJ7644
 AJ7644.The dynamic height is computed by dividing the NAVD 88
 AJ7644.geopotential number by the normal gravity value computed on the
 AJ7644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7644.degrees latitude (g = 980.6199 gals.).
 AJ7644
 AJ7644.The modeled gravity was interpolated from observed gravity values.
 AJ7644
 AJ7644;                    North         East    Units  Estimated Accuracy
 AJ7644;SPC FL E     -   406,020.      198,060.      MT  (+/- 180 meters Scaled)
 AJ7644
 AJ7644                          SUPERSEDED SURVEY CONTROL
 AJ7644
 AJ7644.No superseded survey control is available for this station.
 AJ7644
 AJ7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML980970(NAD 83)
 AJ7644_MARKER: DD = SURVEY DISK
 AJ7644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7644_STAMPING: A 496 2000
 AJ7644_MARK LOGO: FLDEP 
 AJ7644_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7644+STABILITY: SURFACE MOTION
 AJ7644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7644+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7644
 AJ7644  HISTORY     - Date     Condition        Report By
 AJ7644  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ7644
 AJ7644                          STATION DESCRIPTION
 AJ7644
 AJ7644'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ7644'THE MARK IS ABOUT 11.0 MI (17.7 KM) SOUTH OF HOLOPAW, 8.7 MI (14.0 KM)
 AJ7644'NORTHWEST OF KENANSVILLE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 33
 AJ7644'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 523 (SOUTH
 AJ7644'CANOE CREEK ROAD) AND U.S.  HIGHWAY 441 (SOUTH KENANSVILLE ROAD) IN
 AJ7644'KENANSVILLE, GO NORTH-NORTHWEST ON U.S.  HIGHWAY 441 (STATE ROAD 15)
 AJ7644'FOR 8.7 MI (14.0 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AJ7644'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 AJ7644'THE GROUND AND BELOW THE LEVEL OF U.S.  HIGHWAY 441. LOCATED 160.0 FT
 AJ7644'(48.8 M) EAST OF A BUILDING AT THE TOWER, 68.2 FT (20.8 M)
 AJ7644'WEST-SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 441, 65.0 FT (19.8
 AJ7644'M) NORTHWEST OF AND ACROSS THE U.S.  HIGHWAY 441 FROM THE APPROXIMATE
 AJ7644'CENTERLINE OF THE DRIVEWAY AT 3655, 11.3 FT (3.4 M) SOUTH-SOUTHEAST OF
 AJ7644'THE CENTER OF THE GATE AND A ROAD AND 2.0 FT (0.6 M) EAST OF A HOGWIRE
 AJ7644'FENCE AND 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7668 ***********************************************************************
 AJ7668  DESIGNATION -  A 497
 AJ7668  PID         -  AJ7668
 AJ7668  STATE/COUNTY-  FL/INDIAN RIVER
 AJ7668  USGS QUAD   -  FELLSMERE (1992)
 AJ7668
 AJ7668                         *CURRENT SURVEY CONTROL
 AJ7668  ___________________________________________________________________
 AJ7668* NAD 83(1986)-  27 45 28.     (N)    080 37 06.     (W)     SCALED    
 AJ7668* NAVD 88     -         6.615  (meters)      21.70   (feet)  ADJUSTED  
 AJ7668  ___________________________________________________________________
 AJ7668  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ7668  DYNAMIC HT  -           6.605 (meters)      21.67  (feet)  COMP
 AJ7668  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 AJ7668
 AJ7668  VERT ORDER  -  SECOND    CLASS I
 AJ7668
 AJ7668.The horizontal coordinates were scaled from a topographic map and have
 AJ7668.an estimated accuracy of +/- 6 seconds.
 AJ7668
 AJ7668.The orthometric height was determined by differential leveling
 AJ7668.and adjusted by the National Geodetic Survey in March 2002..
 AJ7668
 AJ7668.The geoid height was determined by GEOID03.
 AJ7668
 AJ7668.The dynamic height is computed by dividing the NAVD 88
 AJ7668.geopotential number by the normal gravity value computed on the
 AJ7668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7668.degrees latitude (g = 980.6199 gals.).
 AJ7668
 AJ7668.The modeled gravity was interpolated from observed gravity values.
 AJ7668
 AJ7668;                    North         East    Units  Estimated Accuracy
 AJ7668;SPC FL E     -   379,430.      237,620.      MT  (+/- 180 meters Scaled)
 AJ7668
 AJ7668                          SUPERSEDED SURVEY CONTROL
 AJ7668
 AJ7668.No superseded survey control is available for this station.
 AJ7668
 AJ7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL376704(NAD 83)
 AJ7668_MARKER: DD = SURVEY DISK
 AJ7668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7668_STAMPING: A 497 2000
 AJ7668_MARK LOGO: FLDEP 
 AJ7668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7668+STABILITY: SURFACE MOTION
 AJ7668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7668+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7668
 AJ7668  HISTORY     - Date     Condition        Report By
 AJ7668  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ7668
 AJ7668                          STATION DESCRIPTION
 AJ7668
 AJ7668'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 AJ7668'THE MARK IS ABOUT 21.0 MI (33.8 KM) SOUTH OF FELLSMERE ON COUNTY ROAD
 AJ7668'512, ESTIMATED SECTION 27, TOWNSHIP 31 SOUTH, RANGE 37 EAST. TO REACH
 AJ7668'THE MARK FROM THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512
 AJ7668'FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT,
 AJ7668'CONTINUE WEST ON COUNTY ROAD 512 FOR 1.25 MI (2.01 KM) TO THE MARK ON
 AJ7668'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 FT (6.1 CM)
 AJ7668'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 512. LOCATED
 AJ7668'60.0 FT (18.3 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 512, 23.5
 AJ7668'FT (7.2 M) NORTHEAST OF A POWER POLE AND 0.6 FT (18.3 CM) NORTHWEST OF
 AJ7668'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6488 ***********************************************************************
 AJ6488  DESIGNATION -  A 498
 AJ6488  PID         -  AJ6488
 AJ6488  STATE/COUNTY-  FL/BROWARD
 AJ6488  USGS QUAD   -  SOUTH OF DEEM CITY (1973)
 AJ6488
 AJ6488                         *CURRENT SURVEY CONTROL
 AJ6488  ___________________________________________________________________
 AJ6488* NAD 83(1986)-  26 08 46.     (N)    080 37 07.     (W)     SCALED    
 AJ6488* NAVD 88     -         2.939  (meters)       9.64   (feet)  ADJUSTED  
 AJ6488  ___________________________________________________________________
 AJ6488  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AJ6488  DYNAMIC HT  -           2.935 (meters)       9.63  (feet)  COMP
 AJ6488  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 AJ6488
 AJ6488  VERT ORDER  -  FIRST     CLASS II
 AJ6488
 AJ6488.The horizontal coordinates were scaled from a topographic map and have
 AJ6488.an estimated accuracy of +/- 6 seconds.
 AJ6488
 AJ6488.The orthometric height was determined by differential leveling
 AJ6488.and adjusted by the National Geodetic Survey in December 2001..
 AJ6488
 AJ6488.The geoid height was determined by GEOID03.
 AJ6488
 AJ6488.The dynamic height is computed by dividing the NAVD 88
 AJ6488.geopotential number by the normal gravity value computed on the
 AJ6488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6488.degrees latitude (g = 980.6199 gals.).
 AJ6488
 AJ6488.The modeled gravity was interpolated from observed gravity values.
 AJ6488
 AJ6488;                    North         East    Units  Estimated Accuracy
 AJ6488;SPC FL E     -   200,860.      238,130.      MT  (+/- 180 meters Scaled)
 AJ6488
 AJ6488                          SUPERSEDED SURVEY CONTROL
 AJ6488
 AJ6488.No superseded survey control is available for this station.
 AJ6488
 AJ6488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ381919(NAD 83)
 AJ6488_MARKER: F = FLANGE-ENCASED ROD
 AJ6488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6488_STAMPING: A 498 2000
 AJ6488_MARK LOGO: NGS   
 AJ6488_PROJECTION: FLUSH
 AJ6488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6488+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6488_ROD/PIPE-DEPTH:  3.0 meters
 AJ6488
 AJ6488  HISTORY     - Date     Condition        Report By
 AJ6488  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ6488
 AJ6488                          STATION DESCRIPTION
 AJ6488
 AJ6488'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6488'THE MARK IS ABOUT 11.1 MI (17.9 KM) WEST OF ANDYTOWN, ESTIMETED
 AJ6488'SECTION 26, TOWNSHIP 49 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AJ6488'THE JUNCTION OF U.S HIGHWAY 27 AND INTERSTATE HIGHWAY 75 OVERPASS
 AJ6488'(ALLIGATOR ALLEY, STATE ROAD 84) IN ANDYTOWN, GO WEST ON INTERSTATE
 AJ6488'HIGHWAY 75 (ALLIGATOR ALLEY, STATE ROAD 84) FOR 1.6 MI (2.6 KM) TO THE
 AJ6488'ALLIGATOR ALLEY TOLL BOOTH, CONTINUE WEST ON INTERSTATE HIGHWAY 75
 AJ6488'(ALLIGATOR ALLEY, STATE ROAD 84) FOR 9.5 MI (15.3 KM) TO THE MARK ON
 AJ6488'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 3.0
 AJ6488'FT (0.9 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND 6.0 FT (1.8
 AJ6488'M) BELOW THE LEVEL OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 75,
 AJ6488'THE DATUM POINT IS RECESSED 0.8 FT (24.4 CM) BELOW THE LEVEL OF THE
 AJ6488'NGS LOGO CAP. LOCATED 49.0 FT (14.9 M) SOUTH OF A HOGWIRE FENCE, 48.8
 AJ6488'FT (14.9 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AJ6488'INTERSTATE HIGHWAY 75, 22.7 FT (6.9 M) WEST OF THE SOUTH LEG OF A
 AJ6488'RECREATIONAL SIGN AND 0.9 FT (27.4 CM) EAST OF THE EAST FACE OF A
 AJ6488'ROUND CONCRETE BASE FOR THE MOST EASTERN METAL LIGHT POLE. NOTE ACCESS
 AJ6488'TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6084 ***********************************************************************
 AJ6084  DESIGNATION -  A 499
 AJ6084  PID         -  AJ6084
 AJ6084  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6084  USGS QUAD   -  TAYLOR CREEK SW (1972)
 AJ6084
 AJ6084                         *CURRENT SURVEY CONTROL
 AJ6084  ___________________________________________________________________
 AJ6084* NAD 83(1986)-  27 18 58.     (N)    080 54 41.     (W)     SCALED    
 AJ6084* NAVD 88     -         9.996  (meters)      32.80   (feet)  ADJUSTED  
 AJ6084  ___________________________________________________________________
 AJ6084  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AJ6084  DYNAMIC HT  -           9.981 (meters)      32.75  (feet)  COMP
 AJ6084  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 AJ6084
 AJ6084  VERT ORDER  -  SECOND    CLASS I
 AJ6084
 AJ6084.The horizontal coordinates were scaled from a topographic map and have
 AJ6084.an estimated accuracy of +/- 6 seconds.
 AJ6084
 AJ6084.The orthometric height was determined by differential leveling
 AJ6084.and adjusted by the National Geodetic Survey in January 2002..
 AJ6084
 AJ6084.The geoid height was determined by GEOID03.
 AJ6084
 AJ6084.The dynamic height is computed by dividing the NAVD 88
 AJ6084.geopotential number by the normal gravity value computed on the
 AJ6084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6084.degrees latitude (g = 980.6199 gals.).
 AJ6084
 AJ6084.The modeled gravity was interpolated from observed gravity values.
 AJ6084
 AJ6084;                    North         East    Units  Estimated Accuracy
 AJ6084;SPC FL E     -   330,430.      208,770.      MT  (+/- 180 meters Scaled)
 AJ6084
 AJ6084                          SUPERSEDED SURVEY CONTROL
 AJ6084
 AJ6084.No superseded survey control is available for this station.
 AJ6084
 AJ6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL087214(NAD 83)
 AJ6084_MARKER: DD = SURVEY DISK
 AJ6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6084_STAMPING: A 499 2000
 AJ6084_MARK LOGO: FLDEP 
 AJ6084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6084+STABILITY: SURFACE MOTION
 AJ6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6084+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6084
 AJ6084  HISTORY     - Date     Condition        Report By
 AJ6084  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ6084
 AJ6084                          STATION DESCRIPTION
 AJ6084
 AJ6084'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6084'THE MARK IS ABOUT 42.3 MI (68.1 KM) SOUTHEAST OF SEBRING, 7.3 MI (11.7
 AJ6084'KM) NORTHWEST OF OKEECHOBEE ON U.S.  HIGHWAY 98, IN SECTION 26,
 AJ6084'TOWNSHIP 36 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ6084'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.  HIGHWAY
 AJ6084'98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON U.S.
 AJ6084'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM) TO
 AJ6084'THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AJ6084'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AJ6084'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 5.85
 AJ6084'MI (9.41 KM) TO THE JUNCTION OF NORTHWEST 80TH STREET ON THE RIGHT AND
 AJ6084'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AJ6084'RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT
 AJ6084'(18.3 CM) BELOW THE LEVEL OF U.S.  HIGHWAY 98. LOCATED 57.7 FT (17.6
 AJ6084'M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF NORTHWEST 80TH AVENUE,
 AJ6084'33.2 FT (10.1 M) NORTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 98, 6.5
 AJ6084'FT (2.0 M) SOUTH OF THE SOUTHWEST CORNER OF CABLE BOX NUMBER 07000200,
 AJ6084'1.0 FT (0.3 M) SOUTH OF THE NORTHWEST CORNER OF A CONCRETE PAD FOR
 AJ6084'CABLE BOX NUMBER 070005G AND 0.6 FT (18.3 CM) SOUTHWEST OF A CARSONITE
 AJ6084'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0675 ***********************************************************************
 BD0675  DESIGNATION -  A 5
 BD0675  PID         -  BD0675
 BD0675  STATE/COUNTY-  FL/MADISON
 BD0675  USGS QUAD   -  ELLAVILLE (1993)
 BD0675
 BD0675                         *CURRENT SURVEY CONTROL
 BD0675  ___________________________________________________________________
 BD0675* NAD 83(1986)-  30 24 06.     (N)    083 13 34.     (W)     SCALED    
 BD0675* NAVD 88     -        25.669  (meters)      84.22   (feet)  ADJUSTED  
 BD0675  ___________________________________________________________________
 BD0675  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BD0675  DYNAMIC HT  -          25.635 (meters)      84.10  (feet)  COMP
 BD0675  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BD0675
 BD0675  VERT ORDER  -  FIRST     CLASS II
 BD0675
 BD0675.The horizontal coordinates were scaled from a topographic map and have
 BD0675.an estimated accuracy of +/- 6 seconds.
 BD0675
 BD0675.The orthometric height was determined by differential leveling
 BD0675.and adjusted by the National Geodetic Survey in June 1991..
 BD0675
 BD0675.The geoid height was determined by GEOID03.
 BD0675
 BD0675.The dynamic height is computed by dividing the NAVD 88
 BD0675.geopotential number by the normal gravity value computed on the
 BD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0675.degrees latitude (g = 980.6199 gals.).
 BD0675
 BD0675.The modeled gravity was interpolated from observed gravity values.
 BD0675
 BD0675;                    North         East    Units  Estimated Accuracy
 BD0675;SPC FL N     -   156,060.      722,410.      MT  (+/- 180 meters Scaled)
 BD0675
 BD0675                          SUPERSEDED SURVEY CONTROL
 BD0675
 BD0675  NGVD 29 (??/??/92)   25.888  (m)           84.93   (f) ADJ UNCH    1 2
 BD0675
 BD0675.Superseded values are not recommended for survey control.
 BD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0675.See file dsdata.txt to determine how the superseded data were derived.
 BD0675
 BD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP861653(NAD 83)
 BD0675_MARKER: DB = BENCH MARK DISK
 BD0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0675_STAMPING: 84.875 A 5 1916
 BD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0675+STABILITY: SURFACE MOTION
 BD0675
 BD0675  HISTORY     - Date     Condition        Report By
 BD0675  HISTORY     - 1916     MONUMENTED       CGS
 BD0675  HISTORY     - 1954     GOOD             NGS
 BD0675
 BD0675                          STATION DESCRIPTION
 BD0675
 BD0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0675'12 MI SE FROM MADISON.
 BD0675'ABOUT 11.95 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 BD0675'FROM THE STATION AT MADISON, ABOUT 1.25 MILES NORTHWEST OF THE
 BD0675'OVERPASS OF U.S. HIGHWAY 90 OVER THE TRACKS, ABOUT 350 FEET
 BD0675'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 90 AND A DRIVE NORTH TO
 BD0675'FOREST SERVICE NURSERY BUILDINGS, ABOUT 0.25 MILE EAST OF MILE
 BD0675'POST 732, 22 1/2 FEET NORTH OF NORTH RAIL, 345 FEET SOUTH OF CENTER
 BD0675'LINE OF HIGHWAY, 71.3 FEET SOUTH-SOUTHEAST OF A 2-INCH IRON PIPE
 BD0675'PROJECTING ABOUT 1 1/2 FEET OUT OF GROUND, 381 FEET SOUTH AND
 BD0675'ACROSS U.S. HIGHWAY 90 FROM TELEPHONE POLE NO. 610 ON TELEPHONE
 BD0675'LINE FOLLOWING HIGHWAY, ABOUT 20 FEET EAST OF EXTENDED CENTER LINE
 BD0675'OF DRIVE NORTH TO NURSERY BUILDINGS, 1 1/2 FEET WEST OF A WHITE
 BD0675'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND
 BD0675'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2400 ***********************************************************************
 AC2400  DESIGNATION -  A 5
 AC2400  PID         -  AC2400
 AC2400  STATE/COUNTY-  FL/MIAMI-DADE
 AC2400  USGS QUAD   -  
 AC2400
 AC2400                         *CURRENT SURVEY CONTROL
 AC2400  ___________________________________________________________________
 AC2400* NAD 83(1986)-  25 57 04.     (N)    080 07 14.     (W)     SCALED    
 AC2400* NAVD 88     -         1.276  (meters)       4.19   (feet)  ADJUSTED  
 AC2400  ___________________________________________________________________
 AC2400  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AC2400  DYNAMIC HT  -           1.274 (meters)       4.18  (feet)  COMP
 AC2400  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AC2400
 AC2400  VERT ORDER  -  SECOND    CLASS 0
 AC2400
 AC2400.The horizontal coordinates were scaled from a topographic map and have
 AC2400.an estimated accuracy of +/- 6 seconds.
 AC2400
 AC2400.The orthometric height was determined by differential leveling
 AC2400.and adjusted by the National Geodetic Survey in June 1991..
 AC2400
 AC2400.The geoid height was determined by GEOID03.
 AC2400
 AC2400.The dynamic height is computed by dividing the NAVD 88
 AC2400.geopotential number by the normal gravity value computed on the
 AC2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2400.degrees latitude (g = 980.6199 gals.).
 AC2400
 AC2400.The modeled gravity was interpolated from observed gravity values.
 AC2400
 AC2400;                    North         East    Units  Estimated Accuracy
 AC2400;SPC FL E     -   179,500.      288,080.      MT  (+/- 180 meters Scaled)
 AC2400
 AC2400                          SUPERSEDED SURVEY CONTROL
 AC2400
 AC2400  NGVD 29 (??/??/92)    1.754  (m)            5.75   (f) ADJ UNCH    2 0
 AC2400
 AC2400.Superseded values are not recommended for survey control.
 AC2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2400.See file dsdata.txt to determine how the superseded data were derived.
 AC2400
 AC2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ880705(NAD 83)
 AC2400_MARKER: Z = SEE DESCRIPTION
 AC2400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2400_SP_SET: CATCH BASIN
 AC2400_STAMPING: DWC BM A 5
 AC2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2400
 AC2400  HISTORY     - Date     Condition        Report By
 AC2400  HISTORY     - UNK      MONUMENTED       FL-025
 AC2400  HISTORY     - 1970     GOOD             NGS
 AC2400  HISTORY     - 1973     GOOD             NGS
 AC2400  HISTORY     - 19870803 MARK NOT FOUND   USPSQD
 AC2400
 AC2400                          STATION DESCRIPTION
 AC2400
 AC2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2400'AT SUNNY ISLES.
 AC2400'AT SUNNY ISLES, ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY A 1 A
 AC2400'FROM THE JUNCTION OF STATE HIGHWAY 826, 215 FEET SOUTH OF THE
 AC2400'CENTER LINE OF 189TH STREET, ACROSS THE HIGHWAY FROM THE MAIN
 AC2400'ENTRANCE DRIVE TO THE WAIKIKI MOTEL, SET IN THE TOP OF THE
 AC2400'SOUTHWEST CORNER OF A CONCRETE CATCH BASIN WHICH IS 3 FEET
 AC2400'SQUARE AND 3 FEET DEEP, 1.3 FEET WEST OF THE WEST CURB OF THE
 AC2400'HIGHWAY, 1.7 FEET EAST OF THE EAST SIDE OF A SIDEWALK AND 1/2
 AC2400'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC2400
 AC2400                          STATION RECOVERY (1973)
 AC2400
 AC2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2400'RECOVERED IN GOOD CONDITION.
 AC2400
 AC2400                          STATION RECOVERY (1987)
 AC2400
 AC2400'RECOVERY NOTE BY US POWER SQUADRON 1987 (LR)
 AC2400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2462 ***********************************************************************
 AK2462  DESIGNATION -  A 5
 AK2462  PID         -  AK2462
 AK2462  STATE/COUNTY-  FL/BREVARD
 AK2462  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2462
 AK2462                         *CURRENT SURVEY CONTROL
 AK2462  ___________________________________________________________________
 AK2462* NAD 83(1986)-  28 27 05.     (N)    080 35 23.     (W)     SCALED    
 AK2462* NAVD 88     -         2.252  (meters)       7.39   (feet)  ADJUSTED  
 AK2462  ___________________________________________________________________
 AK2462  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2462  DYNAMIC HT  -           2.249 (meters)       7.38  (feet)  COMP
 AK2462  MODELED GRAV-     979,225.9   (mgal)                       NAVD 88
 AK2462
 AK2462  VERT ORDER  -  FIRST     CLASS II
 AK2462
 AK2462.The horizontal coordinates were scaled from a topographic map and have
 AK2462.an estimated accuracy of +/- 6 seconds.
 AK2462
 AK2462.The orthometric height was determined by differential leveling
 AK2462.and adjusted by the National Geodetic Survey in June 1991..
 AK2462
 AK2462.The geoid height was determined by GEOID03.
 AK2462
 AK2462.The dynamic height is computed by dividing the NAVD 88
 AK2462.geopotential number by the normal gravity value computed on the
 AK2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2462.degrees latitude (g = 980.6199 gals.).
 AK2462
 AK2462.The modeled gravity was interpolated from observed gravity values.
 AK2462
 AK2462;                    North         East    Units  Estimated Accuracy
 AK2462;SPC FL E     -   456,300.      240,180.      MT  (+/- 180 meters Scaled)
 AK2462
 AK2462                          SUPERSEDED SURVEY CONTROL
 AK2462
 AK2462  NGVD 29 (??/??/92)    2.633  (m)            8.64   (f) ADJ UNCH    1 2
 AK2462
 AK2462.Superseded values are not recommended for survey control.
 AK2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2462.See file dsdata.txt to determine how the superseded data were derived.
 AK2462
 AK2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM401472(NAD 83)
 AK2462_MARKER: DB = BENCH MARK DISK
 AK2462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2462_SP_SET: CONCRETE SLAB
 AK2462_STAMPING: A-5 1959
 AK2462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2462
 AK2462  HISTORY     - Date     Condition        Report By
 AK2462  HISTORY     - 1959     MONUMENTED       CGS
 AK2462
 AK2462                          STATION DESCRIPTION
 AK2462
 AK2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2462'AT CAPE CANAVERAL.
 AK2462'STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE IN THE ARMY
 AK2462'BALLISTIC MISSILE AGENCY A AREA ABOUT 3.0 MILES SOUTH-SOUTHWEST
 AK2462'OF THE CENTRAL CONTROL BUILDING AT CAPE CANAVERAL.  THE POINT
 AK2462'LEVELED TO IS A SMOOTH BRONZE DISK SET FLUSH ON THE WEST EDGE OF
 AK2462'A CONCRETE SLAB WHICH SUPPORTS THE ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5682 ***********************************************************************
 AK5682  DESIGNATION -  A 5 ANT 1959
 AK5682  PID         -  AK5682
 AK5682  STATE/COUNTY-  FL/BREVARD
 AK5682  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5682
 AK5682                         *CURRENT SURVEY CONTROL
 AK5682  ___________________________________________________________________
 AK5682* NAD 83(1990)-  28 27 01.12277(N)    080 35 22.47025(W)     ADJUSTED  
 AK5682* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AK5682  ___________________________________________________________________
 AK5682  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AK5682  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5682
 AK5682  HORZ ORDER  -  SECOND
 AK5682
 AK5682.The horizontal coordinates were established by classical geodetic methods
 AK5682.and adjusted by the National Geodetic Survey in May 1991..
 AK5682
 AK5682.The orthometric height was scaled from a topographic map.
 AK5682
 AK5682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5682
 AK5682.The geoid height was determined by GEOID03.
 AK5682
 AK5682;                    North         East     Units Scale Factor Converg.
 AK5682;SPC FL E     -   456,179.598   240,198.921   MT  0.99996111   +0 11 43.9
 AK5682;SPC FL E     - 1,496,649.23    788,052.63   sFT  0.99996111   +0 11 43.9
 AK5682;UTM  17      - 3,147,155.932   540,185.205   MT  0.99961993   +0 11 43.9
 AK5682
 AK5682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5682!SPC FL E     -   1.00000403  x   0.99996111  =   0.99996514
 AK5682!UTM  17      -   1.00000403  x   0.99961993  =   0.99962395
 AK5682
 AK5682                          SUPERSEDED SURVEY CONTROL
 AK5682
 AK5682  NAD 83(1986)-  28 27 01.12894(N)    080 35 22.48346(W) AD(       ) 2
 AK5682  NAD 27      -  28 27 00.12120(N)    080 35 23.29561(W) AD(       ) 2
 AK5682
 AK5682.Superseded values are not recommended for survey control.
 AK5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5682.See file dsdata.txt to determine how the superseded data were derived.
 AK5682
 AK5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4018547156(NAD 83)
 AK5682_MARKER: I = METAL ROD
 AK5682_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AK5682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5682
 AK5682  HISTORY     - Date     Condition        Report By
 AK5682  HISTORY     - 1959     MONUMENTED       CGS
 AK5682
 AK5682                          STATION DESCRIPTION
 AK5682
 AK5682'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALP)
 AK5682'LOCATED IN THE ABMA A AREA ABOUT 3.0 MILES SOUTH-SOUTHWEST OF
 AK5682'THE CENTRAL CONTROL BLDG. AT CAPE CANAVERAL.  IT IS A 3 INCH PIPE
 AK5682'SET IN CONCRETE NEAR THE WEST EDGE OF A CONCRETE SLAB WHICH IS
 AK5682'JUST EAST OF ANOTHER CONCRETE SLAB WITH A PAA MARK A IN THE
 AK5682'CENTER.
 AK5682'
 AK5682'THE POINT LOCATED WAS THE CENTER OF THE PIPE 6 INCHES ABOVE
 AK5682'THE CONCRETE SLAB.  NOTE--THE TOP OF THIS PIPE LEANS TO THE
 AK5682'NORTHEAST 1/4 INCH.
 AK5682'
 AK5682'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHORT,
 AK5682'DISTANCE BEING 16.1771 METERS OR 53.07 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1414 ***********************************************************************
 AR1414  DESIGNATION -  A 5 FLDNR
 AR1414  PID         -  AR1414
 AR1414  STATE/COUNTY-  FL/DIXIE
 AR1414  USGS QUAD   -  MANATEE SPRINGS (1988)
 AR1414
 AR1414                         *CURRENT SURVEY CONTROL
 AR1414  ___________________________________________________________________
 AR1414* NAD 83(1986)-  29 29 33.     (N)    082 59 47.     (W)     SCALED    
 AR1414* NAVD 88     -         5.570  (meters)      18.27   (feet)  ADJUSTED  
 AR1414  ___________________________________________________________________
 AR1414  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AR1414  DYNAMIC HT  -           5.562 (meters)      18.25  (feet)  COMP
 AR1414  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 AR1414
 AR1414  VERT ORDER  -  SECOND    CLASS I
 AR1414
 AR1414.The horizontal coordinates were scaled from a topographic map and have
 AR1414.an estimated accuracy of +/- 6 seconds.
 AR1414
 AR1414.The orthometric height was determined by differential leveling
 AR1414.and adjusted by the National Geodetic Survey in June 1991..
 AR1414
 AR1414.The geoid height was determined by GEOID03.
 AR1414
 AR1414.The dynamic height is computed by dividing the NAVD 88
 AR1414.geopotential number by the normal gravity value computed on the
 AR1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1414.degrees latitude (g = 980.6199 gals.).
 AR1414
 AR1414.The modeled gravity was interpolated from observed gravity values.
 AR1414
 AR1414;                    North         East    Units  Estimated Accuracy
 AR1414;SPC FL N     -    55,550.      745,810.      MT  (+/- 180 meters Scaled)
 AR1414
 AR1414                          SUPERSEDED SURVEY CONTROL
 AR1414
 AR1414.No superseded survey control is available for this station.
 AR1414
 AR1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN064642(NAD 83)
 AR1414_MARKER: DB = BENCH MARK DISK
 AR1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1414_SP_SET: CONCRETE POST
 AR1414_STAMPING: DNR A5
 AR1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1414+STABILITY: SURFACE MOTION
 AR1414
 AR1414  HISTORY     - Date     Condition        Report By
 AR1414  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1414  HISTORY     - 19940812 GOOD             USPSQD
 AR1414
 AR1414                          STATION DESCRIPTION
 AR1414
 AR1414'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1414'7.95 MI SW FROM OLD TOWN.
 AR1414'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1414'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1414'7.95 MILES.
 AR1414'ABOUT 47 FEET N35W FROM THE CENTERLINE OF SR349 ABOUT 237 FEET N40E
 AR1414'FROM A POWER POLE.
 AR1414'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1414'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1414
 AR1414                          STATION RECOVERY (1994)
 AR1414
 AR1414'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0626 ***********************************************************************
 AR0626  DESIGNATION -  A 50
 AR0626  PID         -  AR0626
 AR0626  STATE/COUNTY-  FL/MARION
 AR0626  USGS QUAD   -  CHIEFLAND (1993)
 AR0626
 AR0626                         *CURRENT SURVEY CONTROL
 AR0626  ___________________________________________________________________
 AR0626* NAD 83(1986)-  29 28 36.     (N)    082 51 33.     (W)     SCALED    
 AR0626* NAVD 88     -        11.887  (meters)      39.00   (feet)  ADJUSTED  
 AR0626  ___________________________________________________________________
 AR0626  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AR0626  DYNAMIC HT  -          11.871 (meters)      38.95  (feet)  COMP
 AR0626  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 AR0626
 AR0626  VERT ORDER  -  FIRST     CLASS II
 AR0626
 AR0626.The horizontal coordinates were scaled from a topographic map and have
 AR0626.an estimated accuracy of +/- 6 seconds.
 AR0626
 AR0626.The orthometric height was determined by differential leveling
 AR0626.and adjusted by the National Geodetic Survey in June 1991..
 AR0626
 AR0626.The geoid height was determined by GEOID03.
 AR0626
 AR0626.The dynamic height is computed by dividing the NAVD 88
 AR0626.geopotential number by the normal gravity value computed on the
 AR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0626.degrees latitude (g = 980.6199 gals.).
 AR0626
 AR0626.The modeled gravity was interpolated from observed gravity values.
 AR0626
 AR0626;                    North         East    Units  Estimated Accuracy
 AR0626;SPC FL W     -   570,170.      116,670.      MT  (+/- 180 meters Scaled)
 AR0626
 AR0626                          SUPERSEDED SURVEY CONTROL
 AR0626
 AR0626  NGVD 29 (??/??/92)   12.06   (m)           39.6    (f) COMPUTED    1 2
 AR0626
 AR0626.Superseded values are not recommended for survey control.
 AR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0626.See file dsdata.txt to determine how the superseded data were derived.
 AR0626
 AR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN197622(NAD 83)
 AR0626_MARKER: DD = SURVEY DISK
 AR0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0626_STAMPING: A 50
 AR0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0626+STABILITY: SURFACE MOTION
 AR0626
 AR0626  HISTORY     - Date     Condition        Report By
 AR0626  HISTORY     - UNK      MONUMENTED       FLGS
 AR0626  HISTORY     - 1934     GOOD             NGS
 AR0626
 AR0626                          STATION DESCRIPTION
 AR0626
 AR0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AR0626'AT CITRA.
 AR0626'AT CITRA, MARION COUNTY, 54 FEET SOUTHWEST OF AN OAK TREE, 40.4
 AR0626'FEET SOUTH OF A BLAZED-OAK TREE, 43.1 FEET SOUTHEAST OF A
 AR0626'BLAZED PINE TREE, 42.7 FEET SOUTHWEST OF ANOTHER BLAZED PINE
 AR0626'TREE, 60.1 FEET NORTHWEST OF A FENCE CORNER, AND 55.3 FEET
 AR0626'NORTHEAST OF ANOTHER FENCE CORNER.  A STATE SURVEY STANDARD
 AR0626'DISK, STAMPED A 50 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5763 ***********************************************************************
 DE5763  DESIGNATION -  A 500
 DE5763  PID         -  DE5763
 DE5763  STATE/COUNTY-  FL/ST JOHNS
 DE5763  USGS QUAD   -  DURBIN (1992)
 DE5763
 DE5763                         *CURRENT SURVEY CONTROL
 DE5763  ___________________________________________________________________
 DE5763* NAD 83(1986)-  30 05 46.     (N)    081 26 53.     (W)     SCALED    
 DE5763* NAVD 88     -        19.639  (meters)      64.43   (feet)  ADJUSTED  
 DE5763  ___________________________________________________________________
 DE5763  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DE5763  DYNAMIC HT  -          19.613 (meters)      64.35  (feet)  COMP
 DE5763  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 DE5763
 DE5763  VERT ORDER  -  SECOND    CLASS I
 DE5763
 DE5763.The horizontal coordinates were scaled from a topographic map and have
 DE5763.an estimated accuracy of +/- 6 seconds.
 DE5763
 DE5763.The orthometric height was determined by differential leveling
 DE5763.and adjusted by the National Geodetic Survey in May 2004..
 DE5763
 DE5763.The geoid height was determined by GEOID03.
 DE5763
 DE5763.The dynamic height is computed by dividing the NAVD 88
 DE5763.geopotential number by the normal gravity value computed on the
 DE5763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5763.degrees latitude (g = 980.6199 gals.).
 DE5763
 DE5763.The modeled gravity was interpolated from observed gravity values.
 DE5763
 DE5763;                    North         East    Units  Estimated Accuracy
 DE5763;SPC FL E     -   638,610.      156,810.      MT  (+/- 180 meters Scaled)
 DE5763
 DE5763                          SUPERSEDED SURVEY CONTROL
 DE5763
 DE5763.No superseded survey control is available for this station.
 DE5763
 DE5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP568295(NAD 83)
 DE5763_MARKER: DD = SURVEY DISK
 DE5763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5763_STAMPING: A 500 2000
 DE5763_MARK LOGO: FLDEP 
 DE5763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5763+STABILITY: SURFACE MOTION
 DE5763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5763+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE5763
 DE5763  HISTORY     - Date     Condition        Report By
 DE5763  HISTORY     - 2000     MONUMENTED       FLDEP
 DE5763
 DE5763                          STATION DESCRIPTION
 DE5763
 DE5763'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE5763'THE MARK IS NEAR DURBIN, 20.4 MI (32.8 KM) SOUTH OF JACKSONVILLE, 15.6
 DE5763'MI (25.1 KM) NORTH OF ST AUGUSTINE, 9.5 MI (15.3 KM) SOUTHWEST OF
 DE5763'PONTE VEDRA BEACH, IN SECTION 1, TOWNSHIP 5 SOUTH, RANGE 28 EAST. TO
 DE5763'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND WEST COUNTY
 DE5763'ROAD 210 IN DURBIN, GO NORTH ON U.S. HIGHWAY 1 FOR 0.6 MI (1.0 KM) TO
 DE5763'THE JUNCTION OF COUNTY ROAD 210 EAST, TURN RIGHT ON COUNTY ROAD 210
 DE5763'EAST AND GO NORTHEAST FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT,
 DE5763'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 2.0 FT
 DE5763'(0.6 M) ABOVE THE LEVEL OF COUNTY ROAD 210. LOCATED 702.0 FT (214.0 M)
 DE5763'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD LEADING SOUTH,
 DE5763'44.6 FT (13.6 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 210, 30.8
 DE5763'FT (9.4 M) NORTHWEST OF A 7.0 FT (2.1 M) TALL BRICK WALL, 2.5 FT (0.8
 DE5763'M) NORTHEAST OF A POWER POLE, 2.0 FT (0.6 M) SOUTHWEST OF A 3-INCH PVC
 DE5763'FIBER OPTIC POST AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS
 DE5763'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6504 ***********************************************************************
 AJ6504  DESIGNATION -  A 501
 AJ6504  PID         -  AJ6504
 AJ6504  STATE/COUNTY-  FL/COLLIER
 AJ6504  USGS QUAD   -  CALIFORNIA SLOUGH (1974)
 AJ6504
 AJ6504                         *CURRENT SURVEY CONTROL
 AJ6504  ___________________________________________________________________
 AJ6504* NAD 83(1986)-  26 09 48.     (N)    080 53 36.     (W)     SCALED    
 AJ6504* NAVD 88     -         4.588  (meters)      15.05   (feet)  ADJUSTED  
 AJ6504  ___________________________________________________________________
 AJ6504  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AJ6504  DYNAMIC HT  -           4.580 (meters)      15.03  (feet)  COMP
 AJ6504  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 AJ6504
 AJ6504  VERT ORDER  -  FIRST     CLASS II
 AJ6504
 AJ6504.The horizontal coordinates were scaled from a topographic map and have
 AJ6504.an estimated accuracy of +/- 6 seconds.
 AJ6504
 AJ6504.The orthometric height was determined by differential leveling
 AJ6504.and adjusted by the National Geodetic Survey in December 2001..
 AJ6504
 AJ6504.The geoid height was determined by GEOID03.
 AJ6504
 AJ6504.The dynamic height is computed by dividing the NAVD 88
 AJ6504.geopotential number by the normal gravity value computed on the
 AJ6504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6504.degrees latitude (g = 980.6199 gals.).
 AJ6504
 AJ6504.The modeled gravity was interpolated from observed gravity values.
 AJ6504
 AJ6504;                    North         East    Units  Estimated Accuracy
 AJ6504;SPC FL E     -   202,710.      210,660.      MT  (+/- 180 meters Scaled)
 AJ6504
 AJ6504                          SUPERSEDED SURVEY CONTROL
 AJ6504
 AJ6504.No superseded survey control is available for this station.
 AJ6504
 AJ6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ106937(NAD 83)
 AJ6504_MARKER: DD = SURVEY DISK
 AJ6504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6504_STAMPING: A 501 2000
 AJ6504_MARK LOGO: FLDEP 
 AJ6504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6504+STABILITY: SURFACE MOTION
 AJ6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6504+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6504
 AJ6504  HISTORY     - Date     Condition        Report By
 AJ6504  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ6504
 AJ6504                          STATION DESCRIPTION
 AJ6504
 AJ6504'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6504'THE MARK IS ABOUT 30.0 MI (48.3 KM) WEST OF ANDYTOWN, 3.0 MI (4.8 KM)
 AJ6504'WEST OF SNAKE ROAD (I-75 EXIT 14) , ESTIMATED SECTION 1, TOWNSHIP 50
 AJ6504'SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM THE JUNCTION OF SNAKE
 AJ6504'ROAD AND INTERSTATE HIGHWAY 75 (EXIT 14) NEAR ANDYTOWN, GO WEST ON
 AJ6504'INTERSTATE HIGHWAY 75 FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF A SHELL
 AJ6504'ROAD ON THE RIGHT NEAR A CANAL, TURN RIGHT ON THE SHELL ROAD AND GO
 AJ6504'NORTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD 28
 AJ6504'ON THE EASTSIDE OF THE CANAL, TURN LEFT ON LEVEE ROAD 28 AND GO SOUTH
 AJ6504'FOR 0.65 MI (1.05 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AJ6504'ROUND CONCRETE MONUMENT, RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 AJ6504'THE GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD, 2.0 FT (0.6 M) BELOW
 AJ6504'A BERM. LOCATED 48.8 FT (14.9 M) WEST-SOUTHWEST OF THE APPROXIMATE
 AJ6504'CENTERLINE OF THE TOP OF THE BERM, 15.0 FT (4.6 M) WEST-SOUTHWEST OF
 AJ6504'THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 8.5 FT (2.6 M)
 AJ6504'EAST-NORTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT SOUTH
 AJ6504'FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON FIELD STATION,
 AJ6504'PHONE NUMBER 813-983-1431 AND MICCOSUKEE ADMINISTRATION OFFICE
 AJ6504'COMPLEX, PHONE NUMBER 305-223-8380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5176 ***********************************************************************
 DE5176  DESIGNATION -  A 502
 DE5176  PID         -  DE5176
 DE5176  STATE/COUNTY-  FL/MIAMI-DADE
 DE5176  USGS QUAD   -  FORTYMILE BEND (1995)
 DE5176
 DE5176                         *CURRENT SURVEY CONTROL
 DE5176  ___________________________________________________________________
 DE5176* NAD 83(1986)-  25 47 49.     (N)    080 51 18.     (W)     SCALED    
 DE5176* NAVD 88     -         4.868  (meters)      15.97   (feet)  ADJUSTED  
 DE5176  ___________________________________________________________________
 DE5176  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 DE5176  DYNAMIC HT  -           4.860 (meters)      15.94  (feet)  COMP
 DE5176  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 DE5176
 DE5176  VERT ORDER  -  FIRST     CLASS II
 DE5176
 DE5176.The horizontal coordinates were scaled from a topographic map and have
 DE5176.an estimated accuracy of +/- 6 seconds.
 DE5176
 DE5176.The orthometric height was determined by differential leveling
 DE5176.and adjusted by the National Geodetic Survey in June 2002..
 DE5176.No vertical observational check was made to the station.
 DE5176
 DE5176.The geoid height was determined by GEOID03.
 DE5176
 DE5176.The dynamic height is computed by dividing the NAVD 88
 DE5176.geopotential number by the normal gravity value computed on the
 DE5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5176.degrees latitude (g = 980.6199 gals.).
 DE5176
 DE5176.The modeled gravity was interpolated from observed gravity values.
 DE5176
 DE5176;                    North         East    Units  Estimated Accuracy
 DE5176;SPC FL E     -   162,130.      214,540.      MT  (+/- 180 meters Scaled)
 DE5176
 DE5176                          SUPERSEDED SURVEY CONTROL
 DE5176
 DE5176.No superseded survey control is available for this station.
 DE5176
 DE5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ145532(NAD 83)
 DE5176_MARKER: DD = SURVEY DISK
 DE5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5176_STAMPING: A 502 2000
 DE5176_MARK LOGO: FLDEP 
 DE5176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5176+STABILITY: SURFACE MOTION
 DE5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5176+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE5176
 DE5176  HISTORY     - Date     Condition        Report By
 DE5176  HISTORY     - 2000     MONUMENTED       FLDEP
 DE5176
 DE5176                          STATION DESCRIPTION
 DE5176
 DE5176'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE5176'THE MARK IS ABOUT 28.5 MI (45.9 KM) WEST OF HIALEAH, 16.2 MI (26.1 KM)
 DE5176'EAST OF MONROE STATION, 3.5 MI (5.6 KM) NORTH OF FORTY MILE BEND ON
 DE5176'LEVEE 28, IN SECTION 5, TOWNSHIP 54 SOUTH, RANGE 35 EAST. TO REACH THE
 DE5176'MARK FROM THE INTERSECTION OF COUNTY ROAD 997 (KROME AVE SW 177 AVE)
 DE5176'AND U.S.  HIGHWAY 41 (TAMIAMI TRAIL SOUTHWEST 8TH STREET) ABOUT 10.0
 DE5176'MI (16.1 KM) SOUTHWEST OF HIALEAH, GO WEST ON U.S. HIGHWAY 41 (TAMIAMI
 DE5176'TRAIL SOUTHWEST 8TH STREET) FOR 21.55 MI (34.68 KM) TO THE NORTHWEST
 DE5176'END OF FLOOD CONTROL STRUCTURE S-12A AND THE JUNCTION OF LEVEE 29 ROAD
 DE5176'ON THE RIGHT, TURN RIGHT ON THE LEVEE 29 ROAD AND GO NORTH THEN
 DE5176'NORTHWEST FOR 0.15 MI (0.24 KM) TO A LOCKED GATE ACROSS THE LEVEE,
 DE5176'CONTINUE NORTHWEST ON THE LEVEE 29 ROAD FOR 2.95 MI (4.75 KM) TO WHERE
 DE5176'THE LEVEE ROAD TURNS NORTH AND BECOME LEVEE 28, CONTINUE NORTH ON THE
 DE5176'LEVEE 28 ROAD FOR 0.45 MI (0.72 KM) TO THE NORTH END OF A TURNOUT ON
 DE5176'THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DE5176'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE LEVEE ROAD.
 DE5176'LOCATED 50.0 FT (15.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DE5176'TURNOUT, 12.3 FT (3.7 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DE5176'LEVEE ROAD AND 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST. NOTE
 DE5176'FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR,
 DE5176'MIAMI FIELD STATION, PHONE NUMBER 305-377-7274.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8354 ***********************************************************************
 AJ8354  DESIGNATION -  A 503
 AJ8354  PID         -  AJ8354
 AJ8354  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8354  USGS QUAD   -  PENNSUCO (1988)
 AJ8354
 AJ8354                         *CURRENT SURVEY CONTROL
 AJ8354  ___________________________________________________________________
 AJ8354* NAD 83(1986)-  25 56 30.     (N)    080 26 22.     (W)     SCALED    
 AJ8354* NAVD 88     -         2.289  (meters)       7.51   (feet)  ADJUSTED  
 AJ8354  ___________________________________________________________________
 AJ8354  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AJ8354  DYNAMIC HT  -           2.285 (meters)       7.50  (feet)  COMP
 AJ8354  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 AJ8354
 AJ8354  VERT ORDER  -  FIRST     CLASS II
 AJ8354
 AJ8354.The horizontal coordinates were scaled from a topographic map and have
 AJ8354.an estimated accuracy of +/- 6 seconds.
 AJ8354
 AJ8354.The orthometric height was determined by differential leveling
 AJ8354.and adjusted by the National Geodetic Survey in June 2002..
 AJ8354
 AJ8354.The geoid height was determined by GEOID03.
 AJ8354
 AJ8354.The dynamic height is computed by dividing the NAVD 88
 AJ8354.geopotential number by the normal gravity value computed on the
 AJ8354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8354.degrees latitude (g = 980.6199 gals.).
 AJ8354
 AJ8354.The modeled gravity was interpolated from observed gravity values.
 AJ8354
 AJ8354;                    North         East    Units  Estimated Accuracy
 AJ8354;SPC FL E     -   178,270.      256,150.      MT  (+/- 180 meters Scaled)
 AJ8354
 AJ8354                          SUPERSEDED SURVEY CONTROL
 AJ8354
 AJ8354.No superseded survey control is available for this station.
 AJ8354
 AJ8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ561693(NAD 83)
 AJ8354_MARKER: DD = SURVEY DISK
 AJ8354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8354_SP_SET: BRIDGE ABUTMENT
 AJ8354_STAMPING: A 503 2000
 AJ8354_MARK LOGO: FLDEP 
 AJ8354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8354+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AJ8354
 AJ8354  HISTORY     - Date     Condition        Report By
 AJ8354  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ8354  HISTORY     - 20050831 GOOD             WEIDEN
 AJ8354
 AJ8354                          STATION DESCRIPTION
 AJ8354
 AJ8354'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ8354'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTHWEST OF HIALEAH, 24.5 MI (39.4
 AJ8354'KM) NORTH-NORTHWEST OF MIAMI, 33.0 MI (53.1 KM) NORTH OF HOMESTEAD, IN
 AJ8354'SECTION 9, TOWNSHIP 52 SOUTH, RANGE 39 EAST. TO REACH THE MARK FROM
 AJ8354'THE INTERSECTION OF U.S.  HIGHWAY 27 AND THE EASTBOUND LANES OF
 AJ8354'INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON U.S.
 AJ8354'HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD 997 ON
 AJ8354'THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR 0.8 MI
 AJ8354'(1.3 KM) TO THE NORTHWEST END OF A BRIDGE SPANNING MIAMI CANAL C-6 AND
 AJ8354'THE MARK ON THE RIGHT, SET VERTICALLY IN THE NORTHWEST BRIDGE ABUTMENT
 AJ8354'2.6 FT (0.8 M) BELOW THE LEVEL OF STATE ROAD 997. LOCATED 63.5 FT
 AJ8354'(19.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A LIME ROCK ROAD, 32.0
 AJ8354'FT (9.8 M) SOUTHEAST OF THE NORTHWEST END OF A METAL GUARD RAIL, 18.0
 AJ8354'FT (5.5 M) WEST OF THE CENTERLINE OF STATE ROAD 997, 15.8 FT (4.8 M)
 AJ8354'SOUTHEAST OF THE NORTHWEST EXTENDED BRIDGE RAIL AND 12.6 FT (3.8 M)
 AJ8354'SOUTHEAST OF THE MOST NORTHWEST BRIDGE RAIL.
 AJ8354
 AJ8354                          STATION RECOVERY (2005)
 AJ8354
 AJ8354'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AJ8354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8384 ***********************************************************************
 AJ8384  DESIGNATION -  A 504
 AJ8384  PID         -  AJ8384
 AJ8384  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8384  USGS QUAD   -  GROSSMAN HAMMOCK (1973)
 AJ8384
 AJ8384                         *CURRENT SURVEY CONTROL
 AJ8384  ___________________________________________________________________
 AJ8384* NAD 83(1986)-  25 35 13.     (N)    080 31 41.     (W)     SCALED    
 AJ8384* NAVD 88     -         3.024  (meters)       9.92   (feet)  ADJUSTED  
 AJ8384  ___________________________________________________________________
 AJ8384  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AJ8384  DYNAMIC HT  -           3.019 (meters)       9.90  (feet)  COMP
 AJ8384  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 AJ8384
 AJ8384  VERT ORDER  -  FIRST     CLASS II
 AJ8384
 AJ8384.The horizontal coordinates were scaled from a topographic map and have
 AJ8384.an estimated accuracy of +/- 6 seconds.
 AJ8384
 AJ8384.The orthometric height was determined by differential leveling
 AJ8384.and adjusted by the National Geodetic Survey in June 2002..
 AJ8384
 AJ8384.The geoid height was determined by GEOID03.
 AJ8384
 AJ8384.The dynamic height is computed by dividing the NAVD 88
 AJ8384.geopotential number by the normal gravity value computed on the
 AJ8384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8384.degrees latitude (g = 980.6199 gals.).
 AJ8384
 AJ8384.The modeled gravity was interpolated from observed gravity values.
 AJ8384
 AJ8384;                    North         East    Units  Estimated Accuracy
 AJ8384;SPC FL E     -   138,940.      247,410.      MT  (+/- 180 meters Scaled)
 AJ8384
 AJ8384                          SUPERSEDED SURVEY CONTROL
 AJ8384
 AJ8384.No superseded survey control is available for this station.
 AJ8384
 AJ8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ473300(NAD 83)
 AJ8384_MARKER: DD = SURVEY DISK
 AJ8384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8384_STAMPING: A 504 2000
 AJ8384_MARK LOGO: FLDEP 
 AJ8384_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ8384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8384+STABILITY: SURFACE MOTION
 AJ8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8384+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ8384
 AJ8384  HISTORY     - Date     Condition        Report By
 AJ8384  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ8384
 AJ8384                          STATION DESCRIPTION
 AJ8384
 AJ8384'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ8384'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTHWEST OF KENDALL, 4.5 MI (7.2
 AJ8384'KM) NORTH OF HOMESTEAD, IN SECTION 4, TOWNSHIP 56 SOUTH, RANGE 38
 AJ8384'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 997 (KROME
 AJ8384'AVENUE SW 177 AVENUE) AND U.S.  HIGHWAY 41 (TAMIAMI TRAIL SW 8TH ST)
 AJ8384'ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF HIALEAH, GO WEST ON U.S.  HIGHWAY
 AJ8384'41 (TAMIAMI TRAIL SW 8TH ST) FOR 1.0 MI (1.6 KM) T0 THE WEST END OF
 AJ8384'BRIDGE NUMBER 8705851979 AND THE JUNCTION OF A LEVEE ROAD (L-31N) ON
 AJ8384'THE WEST SIDE OF THE CANAL, TURN LEFT ON LEVEE ROAD (L-31N) AND GO
 AJ8384'SOUTH FOR 8.6 MI (13.8 KM) TO THE JUNCTION OF SW 136 ST, CONTINUE
 AJ8384'SOUTH ON THE WEST SIDE OF LEVEE ROAD (L-31N) FOR 2.4 MI (3.9 KM) TO
 AJ8384'THE JUNCTION OF SW 168 ST (RICHMOND DRIVE) , CONTINUE SOUTH ON THE
 AJ8384'WEST SIDE OF THE LEVEE ROAD (L-31N) FOR 1.9 MI (3.1 KM) TO MILE MARKER
 AJ8384'NUMBER 16 ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN TOP OF A
 AJ8384'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE LEVEE
 AJ8384'ROAD. LOCATED 33.8 FT (10.3 M) WEST OF THE APPROXIMATE EDGE OF THE
 AJ8384'CANAL, 10.3 FT (3.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE
 AJ8384'ROAD, 2.7 FT (0.8 M) EAST OF MILE MARKER NUMBER 16 AND 2.1 FT (0.6 M)
 AJ8384'EAST OF A CARSONITE WITNESS POST. NOTE A BAR MAGNET WAS INBEDDED IN
 AJ8384'THE SOUTH SIDE OF THE MONUMENT. NOTE FOR KEY CONTACT SOUTH FLORIDA
 AJ8384'WATER MANAGEMENT DISTRICT AT 2195 NORTHEAST 8TH STREET HOMESTEAD, FL
 AJ8384'33033, PHONE 305-242-5955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6614 ***********************************************************************
 AJ6614  DESIGNATION -  A 505
 AJ6614  PID         -  AJ6614
 AJ6614  STATE/COUNTY-  FL/POLK
 AJ6614  USGS QUAD   -  LAKE WEOHYAKAPKA (1972)
 AJ6614
 AJ6614                         *CURRENT SURVEY CONTROL
 AJ6614  ___________________________________________________________________
 AJ6614* NAD 83(1986)-  27 51 48.     (N)    081 22 49.     (W)     SCALED    
 AJ6614* NAVD 88     -        21.238  (meters)      69.68   (feet)  ADJUSTED  
 AJ6614  ___________________________________________________________________
 AJ6614  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AJ6614  DYNAMIC HT  -          21.206 (meters)      69.57  (feet)  COMP
 AJ6614  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 AJ6614
 AJ6614  VERT ORDER  -  SECOND    CLASS I
 AJ6614
 AJ6614.The horizontal coordinates were scaled from a topographic map and have
 AJ6614.an estimated accuracy of +/- 6 seconds.
 AJ6614
 AJ6614.The orthometric height was determined by differential leveling
 AJ6614.and adjusted by the National Geodetic Survey in April 2004..
 AJ6614
 AJ6614.The geoid height was determined by GEOID03.
 AJ6614
 AJ6614.The dynamic height is computed by dividing the NAVD 88
 AJ6614.geopotential number by the normal gravity value computed on the
 AJ6614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6614.degrees latitude (g = 980.6199 gals.).
 AJ6614
 AJ6614.The modeled gravity was interpolated from observed gravity values.
 AJ6614
 AJ6614;                    North         East    Units  Estimated Accuracy
 AJ6614;SPC FL W     -   391,220.      261,030.      MT  (+/- 180 meters Scaled)
 AJ6614
 AJ6614                          SUPERSEDED SURVEY CONTROL
 AJ6614
 AJ6614.No superseded survey control is available for this station.
 AJ6614
 AJ6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML625821(NAD 83)
 AJ6614_MARKER: DD = SURVEY DISK
 AJ6614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6614_STAMPING: A 505 2001
 AJ6614_MARK LOGO: FLDEP 
 AJ6614_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6614+STABILITY: SURFACE MOTION
 AJ6614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6614+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ6614
 AJ6614  HISTORY     - Date     Condition        Report By
 AJ6614  HISTORY     - 2001     MONUMENTED       FLDEP
 AJ6614
 AJ6614                          STATION DESCRIPTION
 AJ6614
 AJ6614'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6614'THE MARK IS ABOUT 66.5 MI (107.0 KM) NORTH-NORTHWEST OF VERO BEACH,
 AJ6614'14.1 MI (22.7 KM) EAST-SOUTHEAST OF LAKE WALES, IN SECTION 24,
 AJ6614'TOWNSHIP 30 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 AJ6614'INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AJ6614'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION
 AJ6614'OF MAMMOTH GROVE ROAD ON THE LEFT, CONTINUE EAST-SOUTHEAST ON STATE
 AJ6614'ROAD 60 FOR 6.8 MI (10.9 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 AJ6614'OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL
 AJ6614'OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 60.
 AJ6614'LOCATED 70.8 FT (21.6 M) NORTHWEST OF A POWER POLE, 55.3 FT (16.9 M)
 AJ6614'SOUTHWEST OF THE EDGE OF THE PAVEMENT, 7.6 FT (2.3 M) NORTHWEST OF A
 AJ6614'DIM ROAD LEADING SOUTHWEST, 7.2 FT (2.2 M) SOUTHEAST OF THE T-JUNCTION
 AJ6614'OF A BARBWIRE FENCE AND 1.2 FT (0.4 M) NORTHEAST OF A CARSONITE
 AJ6614'WITNESS POST. NOTE A BAR MAGNET WAS IMBEDDED IN THE MONUMENT ON THE
 AJ6614'SOUTH SIDE, 0.2 FT (6.1 CM) BELOW THE TOP OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6641 ***********************************************************************
 AJ6641  DESIGNATION -  A 506
 AJ6641  PID         -  AJ6641
 AJ6641  STATE/COUNTY-  FL/POLK
 AJ6641  USGS QUAD   -  CYPRESS LAKE (1987)
 AJ6641
 AJ6641                         *CURRENT SURVEY CONTROL
 AJ6641  ___________________________________________________________________
 AJ6641* NAD 83(1986)-  28 00 04.     (N)    081 20 07.     (W)     SCALED    
 AJ6641* NAVD 88     -        18.451  (meters)      60.53   (feet)  ADJUSTED  
 AJ6641  ___________________________________________________________________
 AJ6641  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AJ6641  DYNAMIC HT  -          18.423 (meters)      60.44  (feet)  COMP
 AJ6641  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 AJ6641
 AJ6641  VERT ORDER  -  SECOND    CLASS I
 AJ6641
 AJ6641.The horizontal coordinates were scaled from a topographic map and have
 AJ6641.an estimated accuracy of +/- 6 seconds.
 AJ6641
 AJ6641.The orthometric height was determined by differential leveling
 AJ6641.and adjusted by the National Geodetic Survey in April 2004..
 AJ6641
 AJ6641.The geoid height was determined by GEOID03.
 AJ6641
 AJ6641.The dynamic height is computed by dividing the NAVD 88
 AJ6641.geopotential number by the normal gravity value computed on the
 AJ6641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6641.degrees latitude (g = 980.6199 gals.).
 AJ6641
 AJ6641.The modeled gravity was interpolated from observed gravity values.
 AJ6641
 AJ6641;                    North         East    Units  Estimated Accuracy
 AJ6641;SPC FL W     -   406,510.      265,380.      MT  (+/- 180 meters Scaled)
 AJ6641
 AJ6641                          SUPERSEDED SURVEY CONTROL
 AJ6641
 AJ6641.No superseded survey control is available for this station.
 AJ6641
 AJ6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML670973(NAD 83)
 AJ6641_MARKER: DD = SURVEY DISK
 AJ6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6641_STAMPING: A 506 2001
 AJ6641_MARK LOGO: FLDEP 
 AJ6641_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6641+STABILITY: SURFACE MOTION
 AJ6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6641+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ6641
 AJ6641  HISTORY     - Date     Condition        Report By
 AJ6641  HISTORY     - 2001     MONUMENTED       FLDEP
 AJ6641
 AJ6641                          STATION DESCRIPTION
 AJ6641
 AJ6641'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6641'THE MARK IS ABOUT 22.4 MI (36.0 KM) EAST-NORTHWEST OF LAKE WALES, IN
 AJ6641'SECTION 32, TOWNSHIP 28 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM
 AJ6641'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AJ6641'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION
 AJ6641'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND
 AJ6641'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON
 AJ6641'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40
 AJ6641'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7
 AJ6641'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT,
 AJ6641'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 5.35 MI (8.61 KM) TO THE
 AJ6641'ENTRANCE TO LAKE KISSIMMEE STATE PARK ON THE RIGHT, CONTINUE NORTH ON
 AJ6641'CAMP MACK ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A SAND ROAD ON
 AJ6641'THE RIGHT, TURN RIGHT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0 FT
 AJ6641'(22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6641'0.35 MI (0.56 KM) TO A Y-JUNCTION, CONTINUE NORTHEAST ON THE SAND ROAD
 AJ6641'FOR 0.25 MI (0.40 KM) TO THE SOUTHWEST END OF A BRIDGE (SPANNING
 AJ6641'KISSIMMEE RIVER CANAL) , CONTINUE NORTHEAST ON THE SAND ROAD FOR 3.2
 AJ6641'MI (5.1 KM) TO A LOCKED GATE AND A 90 DEGREE TURN EAST, CONTINUE EAST
 AJ6641'ON THE SAND ROAD FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF A SAND ROAD
 AJ6641'AND A POWER LINE, TURN LEFT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0
 AJ6641'FT (22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6641'0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ6641'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AJ6641'GROUND AND BELOW THE LEVEL OF THE DIRT ROAD. LOCATED 63.2 FT (19.3 M)
 AJ6641'WEST OF THE SOUTHEAST LEG OF POWER LINE TOWER NUMBER WLXF160, 38.0 FT
 AJ6641'(11.6 M) WEST OF THE SOUTHWEST LEG OF POWER LINE TOWER NUMBER WLXF160,
 AJ6641'27.4 FT (8.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 AJ6641'ROAD, 3.7 FT (1.1 M) SOUTHEAST OF THE TOP OF A DITCH AND 1.1 FT (0.3
 AJ6641'M) NORTHWEST OF A CARSONITE POST. NOTE A BAR MAGNET WAS IMBEDDED IN
 AJ6641'THE MONUMENT ON THE SOUTH SIDE, 0.2 FT (6.1 CM) BELOW THE TOP OF THE
 AJ6641'MONUMENT. NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT
 AJ6641'DISTRICT, PHONE NUMBER 561-686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6686 ***********************************************************************
 AJ6686  DESIGNATION -  A 507
 AJ6686  PID         -  AJ6686
 AJ6686  STATE/COUNTY-  FL/OSCEOLA
 AJ6686  USGS QUAD   -  CYPRESS LAKE (1987)
 AJ6686
 AJ6686                         *CURRENT SURVEY CONTROL
 AJ6686  ___________________________________________________________________
 AJ6686* NAD 83(1986)-  28 02 53.     (N)    081 20 02.     (W)     SCALED    
 AJ6686* NAVD 88     -        16.403  (meters)      53.82   (feet)  ADJUSTED  
 AJ6686  ___________________________________________________________________
 AJ6686  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ6686  DYNAMIC HT  -          16.378 (meters)      53.73  (feet)  COMP
 AJ6686  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 AJ6686
 AJ6686  VERT ORDER  -  SECOND    CLASS I
 AJ6686
 AJ6686.The horizontal coordinates were scaled from a topographic map and have
 AJ6686.an estimated accuracy of +/- 6 seconds.
 AJ6686
 AJ6686.The orthometric height was determined by differential leveling
 AJ6686.and adjusted by the National Geodetic Survey in April 2004..
 AJ6686.No vertical observational check was made to the station.
 AJ6686
 AJ6686.The geoid height was determined by GEOID03.
 AJ6686
 AJ6686.The dynamic height is computed by dividing the NAVD 88
 AJ6686.geopotential number by the normal gravity value computed on the
 AJ6686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6686.degrees latitude (g = 980.6199 gals.).
 AJ6686
 AJ6686.The modeled gravity was interpolated from observed gravity values.
 AJ6686
 AJ6686;                    North         East    Units  Estimated Accuracy
 AJ6686;SPC FL E     -   411,580.      167,170.      MT  (+/- 180 meters Scaled)
 AJ6686
 AJ6686                          SUPERSEDED SURVEY CONTROL
 AJ6686
 AJ6686.No superseded survey control is available for this station.
 AJ6686
 AJ6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM671025(NAD 83)
 AJ6686_MARKER: DD = SURVEY DISK
 AJ6686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6686_STAMPING: A 507 2001
 AJ6686_MARK LOGO: FLDEP 
 AJ6686_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6686+STABILITY: SURFACE MOTION
 AJ6686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6686+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ6686
 AJ6686  HISTORY     - Date     Condition        Report By
 AJ6686  HISTORY     - 2001     MONUMENTED       FLDEP
 AJ6686
 AJ6686                          STATION DESCRIPTION
 AJ6686
 AJ6686'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6686'THE MARK IS ABOUT 27.0 MI (43.5 KM) EAST-NORTHEAST OF LAKE WALES, IN
 AJ6686'SECTION 17, TOWNSHIP 28 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM
 AJ6686'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AJ6686'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION
 AJ6686'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND
 AJ6686'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON
 AJ6686'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40
 AJ6686'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7
 AJ6686'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT,
 AJ6686'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 5.35 MI (8.61 KM) TO THE
 AJ6686'ENTRANCE TO LAKE KISSIMMEE STATE PARK ON THE RIGHT, CONTINUE NORTH ON
 AJ6686'CAMP MACK ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A SAND ROAD ON
 AJ6686'THE RIGHT, TURN RIGHT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0 FT
 AJ6686'(22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6686'0.35 MI (0.56 KM) TO A Y-JUNCTION, CONTINUE NORTHEAST ON THE SAND ROAD
 AJ6686'FOR 0.25 MI (0.40 KM) TO THE SOUTHWEST END OF A BRIDGE (SPANNING
 AJ6686'KISSIMMEE RIVER CANAL) , CONTINUE NORTHEAST ON THE SAND ROAD FOR 3.2
 AJ6686'MI (5.1 KM) TO A LOCKED GATE AND A 90 DEGREE TURN EAST, CONTINUE EAST
 AJ6686'ON THE SAND ROAD FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF A SAND ROAD
 AJ6686'AND A POWER LINE, TURN LEFT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0
 AJ6686'FT (22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6686'5.5 MI (8.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT AND A CURVE
 AJ6686'RIGHT, TURN LEFT ON THE DIRT ROAD AND GO WEST FOR 2.65 MI (4.26 KM) TO
 AJ6686'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AJ6686'RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ6686'LEVEL OF THE DIRT ROAD. LOCATED 53.8 FT (16.4 M) NORTH-NORTHEAST OF A
 AJ6686'METAL WITNESS POST, 45.0 FT (13.7 M) NORTH OF A METAL POST, 24.0 FT
 AJ6686'(7.3 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND
 AJ6686'1.1 FT (0.3 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST. NOTE A BAR
 AJ6686'MAGNET WAS IMBEDDED IN THE MONUMENT ON THE WEST SIDE. NOTE FOR KEY
 AJ6686'CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT, PHONE NUMBER
 AJ6686'561-686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5443 ***********************************************************************
 DE5443  DESIGNATION -  A 508
 DE5443  PID         -  DE5443
 DE5443  STATE/COUNTY-  FL/BREVARD
 DE5443  USGS QUAD   -  MELBOURNE WEST (1988)
 DE5443
 DE5443                         *CURRENT SURVEY CONTROL
 DE5443  ___________________________________________________________________
 DE5443* NAD 83(1986)-  28 00 00.     (N)    080 37 55.     (W)     SCALED    
 DE5443* NAVD 88     -        15.362  (meters)      50.40   (feet)  ADJUSTED  
 DE5443  ___________________________________________________________________
 DE5443  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DE5443  DYNAMIC HT  -          15.340 (meters)      50.33  (feet)  COMP
 DE5443  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 DE5443
 DE5443  VERT ORDER  -  SECOND    CLASS I
 DE5443
 DE5443.The horizontal coordinates were scaled from a topographic map and have
 DE5443.an estimated accuracy of +/- 6 seconds.
 DE5443
 DE5443.The orthometric height was determined by differential leveling
 DE5443.and adjusted by the National Geodetic Survey in May 2003..
 DE5443
 DE5443.The geoid height was determined by GEOID03.
 DE5443
 DE5443.The dynamic height is computed by dividing the NAVD 88
 DE5443.geopotential number by the normal gravity value computed on the
 DE5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5443.degrees latitude (g = 980.6199 gals.).
 DE5443
 DE5443.The modeled gravity was interpolated from observed gravity values.
 DE5443
 DE5443;                    North         East    Units  Estimated Accuracy
 DE5443;SPC FL E     -   406,260.      236,200.      MT  (+/- 180 meters Scaled)
 DE5443
 DE5443                          SUPERSEDED SURVEY CONTROL
 DE5443
 DE5443.No superseded survey control is available for this station.
 DE5443
 DE5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL361972(NAD 83)
 DE5443_MARKER: DD = SURVEY DISK
 DE5443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5443_STAMPING: A 508 2001
 DE5443_MARK LOGO: FLDEP 
 DE5443_PROJECTION: RECESSED 10 CENTIMETERS
 DE5443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5443+STABILITY: SURFACE MOTION
 DE5443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5443+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003
 DE5443
 DE5443  HISTORY     - Date     Condition        Report By
 DE5443  HISTORY     - 2001     MONUMENTED       FLDEP
 DE5443  HISTORY     - 20030503 GOOD             FLDEP
 DE5443
 DE5443                          STATION DESCRIPTION
 DE5443
 DE5443'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE5443'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF MELBOURNE, IN SECTION
 DE5443'33, TOWNSHIP 28 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE
 DE5443'INTERSECTION OF INTERSTATE 95 AND U.S. HIGHWAY 192 WEST OF MELBOURNE,
 DE5443'GO SOUTH ON INTERSTATE 95 FOR 4.45 MI (7.16 KM) TO THE UNDERPASS OF
 DE5443'COUNTY ROAD 516, CONTINUE SOUTHEAST ON INTERSTATE 95 FOR 2.9 MI (4.7
 DE5443'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DE5443'MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND
 DE5443'1.5 FT (0.5 M) BELOW THE LEVEL OF INTERSTATE 95 SOUTHBOUND LANES.
 DE5443'LOCATED 331.0 FT (100.9 M) NORTH OF THE NORTHEAST CORNER OF BRIDGE
 DE5443'NUMBER 700202 (MALABAR ROAD COUNTY ROAD 314), 41.7 FT (12.7 M) WEST OF
 DE5443'THE WEST EDGE OF THE PAVEMENT OF INTERSTATE 95 NORTHBOUND LANES, 29.5
 DE5443'FT (9.0 M) EAST OF THE CENTERLINE OF INTERSTATE 95 SOUTHBOUND LANES,
 DE5443'7.9 FT (2.4 M) SOUTH OF THE NORTH END OF A GUARDRAIL, 2.8 FT (0.9 M)
 DE5443'EAST OF THE GUARDRAIL AND 2.4 FT (0.7 M) EAST OF A CARSONITE WITNESS
 DE5443'POST. NOTE A BAR MAGNET WAS IMBEDDED IN THE MONUMENT ON THE SOUTH
 DE5443'SIDE.
 DE5443
 DE5443                          STATION RECOVERY (2003)
 DE5443
 DE5443'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 DE5443'THE MARK IS ABOUT 6.0 MI SOUTH-SOUTHWEST OF MELBOURNE, 3.7 MI
 DE5443'SOUTHWEST OF PALM BAY, IN  SECTION 33, TOWNSHIP 28 SOUTH, RANGE 37
 DE5443'EAST.
 DE5443' 
 DE5443'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS
 DE5443'(EXIT 173, OLD EXIT 70)  AND COUNTY ROAD 514 SOUTHWEST OF PALM BAY, GO
 DE5443'NORTH ON INTERSTATE 95 FOR 0.1 MI TO THE  MARK ON THE LEFT, SET IN THE
 DE5443'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT BELOW  THE LEVEL OF
 DE5443'THE GROUND AND 1.5 FT BELOW THE LEVEL OF INTERSTATE 95 SOUTHBOUND
 DE5443'LANES.
 DE5443' 
 DE5443'LOCATED 331.0 FT NORTH OF THE NORTHEAST CORNER OF BRIDGE NUMBER
 DE5443'7000202 (MALABAR  ROAD, COUNTY ROAD 514), 41.7 FT WEST OF THE WEST
 DE5443'EDGE OF THE PAVEMENT OF INTERSTATE 95  NORTHBOUND LANES, 29.5 FT EAST
 DE5443'OF THE CENTERLINE OF INTERSTATE 95 SOUTHBOUND LANES, 7.9  FT SOUTH OF
 DE5443'THE NORTH END OF A GUARDRAIL, 2.8 FT EAST OF THE GUARDRAIL AND 2.4 FT
 DE5443'EAST OF  A CARSONITE WITNESS POST.
 DE5443' 
 DE5443'NOTE A MAGNET WAS IMBEDDED IN THE MONUMENT ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF5186 ***********************************************************************
 DF5186  DESIGNATION -  A 509
 DF5186  PID         -  DF5186
 DF5186  STATE/COUNTY-  FL/MARION
 DF5186  USGS QUAD   -  LAKE WEIR (1993)
 DF5186
 DF5186                         *CURRENT SURVEY CONTROL
 DF5186  ___________________________________________________________________
 DF5186* NAD 83(1986)-  29 05 25.     (N)    081 59 51.     (W)     SCALED    
 DF5186* NAVD 88     -        30.634  (meters)     100.50   (feet)  ADJUSTED  
 DF5186  ___________________________________________________________________
 DF5186  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DF5186  DYNAMIC HT  -          30.590 (meters)     100.36  (feet)  COMP
 DF5186  MODELED GRAV-     979,231.8   (mgal)                       NAVD 88
 DF5186
 DF5186  VERT ORDER  -  SECOND    CLASS I
 DF5186
 DF5186.The horizontal coordinates were scaled from a topographic map and have
 DF5186.an estimated accuracy of +/- 6 seconds.
 DF5186
 DF5186.The orthometric height was determined by differential leveling
 DF5186.and adjusted by the National Geodetic Survey in May 2004..
 DF5186
 DF5186.The geoid height was determined by GEOID03.
 DF5186
 DF5186.The dynamic height is computed by dividing the NAVD 88
 DF5186.geopotential number by the normal gravity value computed on the
 DF5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5186.degrees latitude (g = 980.6199 gals.).
 DF5186
 DF5186.The modeled gravity was interpolated from observed gravity values.
 DF5186
 DF5186;                    North         East    Units  Estimated Accuracy
 DF5186;SPC FL W     -   527,040.      200,240.      MT  (+/- 180 meters Scaled)
 DF5186
 DF5186                          SUPERSEDED SURVEY CONTROL
 DF5186
 DF5186.No superseded survey control is available for this station.
 DF5186
 DF5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN029183(NAD 83)
 DF5186_MARKER: DD = SURVEY DISK
 DF5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5186_STAMPING: A 509 2001
 DF5186_MARK LOGO: FLDEP 
 DF5186_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5186+STABILITY: SURFACE MOTION
 DF5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5186+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DF5186
 DF5186  HISTORY     - Date     Condition        Report By
 DF5186  HISTORY     - 2001     MONUMENTED       FLDEP
 DF5186  HISTORY     - 20041020 GOOD             USPSQD
 DF5186
 DF5186                          STATION DESCRIPTION
 DF5186
 DF5186'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF5186'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTHEAST OF OCALA, 3.5 MI (5.6
 DF5186'KM) NORTHWEST OF CANDLER, IN SECTION 22, TOWNSHIP 16 SOUTH, RANGE 23
 DF5186'EAST. TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 464C (135TH
 DF5186'STREET) AND COUNTY ROAD 25 (EAST HIGHWAY 25) IN OKLAWAHA, GO
 DF5186'WEST-SOUTHWEST ON COUNTY ROAD 25 (EAST HIGHWAY 25) FOR 3.05 MI (4.91
 DF5186'KM) TO THE T-JUNCTION OF SOUTHEAST 108TH TER ROAD ON THE RIGHT, TURN
 DF5186'RIGHT ON SOUTHEAST 108TH TER ROAD AND GO NORTH-NORTHEAST FOR 2.0 MI
 DF5186'(3.2 KM) TO THE INTERSECTION OF STATE ROAD 464 (MARICAMP ROAD), TURN
 DF5186'LEFT ON STATE ROAD 464 (MARICAMP ROAD) AND GO NORTHWEST FOR 2.0 MI
 DF5186'(3.2 KM) TO THE JUNCTION OF SPRING LAKE ROAD ON THE RIGHT AND THE MARK
 DF5186'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4
 DF5186'FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5 FT (0.5 M)
 DF5186'ABOVE THE LEVEL OF STATE ROAD 464 WESTBOUND LANES. LOCATED 390.0 FT
 DF5186'(118.9 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF OAK ROAD, 84.5 FT
 DF5186'(25.8 M) SOUTHWEST OF THE SOUTHWEST LEG OF TOWER NUMBER SDW225, 78.7
 DF5186'FT (24.0 M) SOUTHEAST OF POWER POLE NUMBER B83832 WITH ONE LIGHT
 DF5186'ATTACHED, 42.0 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF STATE ROAD
 DF5186'464 WESTBOUND LANES AND 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE
 DF5186'WITNESS POST. NOTE A BAR MAGNET WAS IMBEDDED IN THE MONUMENT ON THE
 DF5186'SOUTH SIDE.
 DF5186
 DF5186                          STATION RECOVERY (2004)
 DF5186
 DF5186'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJM)
 DF5186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4018 ***********************************************************************
 DF4018  DESIGNATION -  A 510
 DF4018  PID         -  DF4018
 DF4018  STATE/COUNTY-  FL/MARION
 DF4018  USGS QUAD   -  EUREKA DAM (1993)
 DF4018
 DF4018                         *CURRENT SURVEY CONTROL
 DF4018  ___________________________________________________________________
 DF4018* NAD 83(1986)-  29 29 58.     (N)    081 57 55.     (W)     SCALED    
 DF4018* NAVD 88     -        23.321  (meters)      76.51   (feet)  ADJUSTED  
 DF4018  ___________________________________________________________________
 DF4018  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF4018  DYNAMIC HT  -          23.289 (meters)      76.41  (feet)  COMP
 DF4018  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 DF4018
 DF4018  VERT ORDER  -  SECOND    CLASS I
 DF4018
 DF4018.The horizontal coordinates were scaled from a topographic map and have
 DF4018.an estimated accuracy of +/- 6 seconds.
 DF4018
 DF4018.The orthometric height was determined by differential leveling
 DF4018.and adjusted by the National Geodetic Survey in May 2004..
 DF4018
 DF4018.The geoid height was determined by GEOID03.
 DF4018
 DF4018.The dynamic height is computed by dividing the NAVD 88
 DF4018.geopotential number by the normal gravity value computed on the
 DF4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4018.degrees latitude (g = 980.6199 gals.).
 DF4018
 DF4018.The modeled gravity was interpolated from observed gravity values.
 DF4018
 DF4018;                    North         East    Units  Estimated Accuracy
 DF4018;SPC FL W     -   572,390.      203,370.      MT  (+/- 180 meters Scaled)
 DF4018
 DF4018                          SUPERSEDED SURVEY CONTROL
 DF4018
 DF4018.No superseded survey control is available for this station.
 DF4018
 DF4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN064637(NAD 83)
 DF4018_MARKER: DD = SURVEY DISK
 DF4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4018_STAMPING: A 510 2001
 DF4018_MARK LOGO: FLDEP 
 DF4018_PROJECTION: FLUSH
 DF4018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4018+STABILITY: SURFACE MOTION
 DF4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4018+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4018
 DF4018  HISTORY     - Date     Condition        Report By
 DF4018  HISTORY     - 20010523 MONUMENTED       FLDEP
 DF4018
 DF4018                          STATION DESCRIPTION
 DF4018
 DF4018'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4018'THE MARK IS ABOUT 12.1 MI EAST OF CITRA, 1.4 MI SOUTHWEST OF ORANGE
 DF4018'SPRINGS, IN SECTION 26, TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4018' 
 DF4018'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4018'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO SOUTHWEST ON COUNTY ROAD
 DF4018'315 FOR 0.3 MI TO THE JUNCTION OF COUNTY ROAD 318 ON THE RIGHT, TURN
 DF4018'RIGHT ON COUNTY ROAD 318 AND GO WEST FOR 1.0 MI TO THE JUNCTION OF
 DF4018'NORTHEAST 117 AVENUE ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE
 DF4018'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0
 DF4018'FT BELOW THE LEVEL OF COUNTY ROAD 318.
 DF4018' 
 DF4018'LOCATED 78.0 FT WEST OF THE EXTENDED CENTERLINE OF NORTHEAST 117
 DF4018'AVENUE, 58.6 FT WEST OF POWER POLE NUMBER 615017F150, 36.0 FT NORTH OF
 DF4018'THE CENTERLINE OF COUNTY ROAD 318, 1.2 FT SOUTH OF A BARBWIRE FENCE
 DF4018'AND 1.0 FT SOUTH OF A CARSONITE WITNESS POST.
 DF4018' 
 DF4018'NOTE   A MAGNET WAS IMBEDDED IN THE MONUMENT ON THE SOUTH SIDE.
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018' 
 DF4018'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9971 ***********************************************************************
 DE9971  DESIGNATION -  A 511
 DE9971  PID         -  DE9971
 DE9971  STATE/COUNTY-  FL/ST JOHNS
 DE9971  USGS QUAD   -  BAKERSVILLE (1992)
 DE9971
 DE9971                         *CURRENT SURVEY CONTROL
 DE9971  ___________________________________________________________________
 DE9971* NAD 83(1986)-  29 53 25.     (N)    081 29 42.     (W)     SCALED    
 DE9971* NAVD 88     -         5.937  (meters)      19.48   (feet)  ADJUSTED  
 DE9971  ___________________________________________________________________
 DE9971  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DE9971  DYNAMIC HT  -           5.929 (meters)      19.45  (feet)  COMP
 DE9971  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 DE9971
 DE9971  VERT ORDER  -  SECOND    CLASS I
 DE9971
 DE9971.The horizontal coordinates were scaled from a topographic map and have
 DE9971.an estimated accuracy of +/- 6 seconds.
 DE9971
 DE9971.The orthometric height was determined by differential leveling
 DE9971.and adjusted by the National Geodetic Survey in May 2004..
 DE9971
 DE9971.The geoid height was determined by GEOID03.
 DE9971
 DE9971.The dynamic height is computed by dividing the NAVD 88
 DE9971.geopotential number by the normal gravity value computed on the
 DE9971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9971.degrees latitude (g = 980.6199 gals.).
 DE9971
 DE9971.The modeled gravity was interpolated from observed gravity values.
 DE9971
 DE9971;                    North         East    Units  Estimated Accuracy
 DE9971;SPC FL E     -   615,810.      152,190.      MT  (+/- 180 meters Scaled)
 DE9971
 DE9971                          SUPERSEDED SURVEY CONTROL
 DE9971
 DE9971.No superseded survey control is available for this station.
 DE9971
 DE9971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP522067(NAD 83)
 DE9971_MARKER: DD = SURVEY DISK
 DE9971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9971_STAMPING: A 511 2001
 DE9971_MARK LOGO: FLDEP 
 DE9971_PROJECTION: RECESSED 10 CENTIMETERS
 DE9971_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE9971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9971+STABILITY: SURFACE MOTION
 DE9971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9971+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2001
 DE9971
 DE9971  HISTORY     - Date     Condition        Report By
 DE9971  HISTORY     - 20010512 MONUMENTED       FLDEP
 DE9971
 DE9971                          STATION DESCRIPTION
 DE9971
 DE9971'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DE9971'THE MARK IS ABOUT 11.3 MI WEST OF ST AUGUSTINE, 1.0 MI SOUTH OF
 DE9971'BAKERSVILLE, IN SECTION 17,
 DE9971'TOWNSHIP 7 SOUTH, RANGE 28 EAST.
 DE9971' 
 DE9971'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 207 AND STATE ROAD
 DE9971'13 IN SPUDS, GO
 DE9971'NORTH ON STATE ROAD 13 FOR 2.7 MI TO THE JUNCTION OF COUNTY ROAD 13A
 DE9971'ON THE RIGHT, TURN
 DE9971'RIGHT ON COUNTY ROAD 13A AND GO NORTHEAST FOR 1.0 MI TO INTERSECTION
 DE9971'OF COUNTY ROAD
 DE9971'13A AND COUNTY ROAD 305, CONTINUE NORTH ON COUNTY ROAD 13A FOR 4.45 MI
 DE9971'TO THE JUNCTION
 DE9971'OF COUNTY ROAD 214, TURN RIGHT ON COUNTY ROAD 214 AND GO EAST FOR 0.3
 DE9971'MI TO THE JUNCTION
 DE9971'OF COUNTY ROAD 13A NORTH, TURN LEFT ON COUNTY ROAD 31A (NORTH) AND GO
 DE9971'NORTH FOR 2.75 MI
 DE9971'TO THE JUNCTION OF OSCAR ASHTON ROAD ON THE LEFT AND THE MARK ON THE
 DE9971'LEFT, SET IN THE
 DE9971'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT BELOW THE LEVEL OF
 DE9971'THE GROUND AND
 DE9971'BELOW THE LEVEL OF COUNTY ROAD 13A.
 DE9971' 
 DE9971'LOCATED 63.0 FT WEST OF THE CENTERLINE OF COUNTY ROAD 13A, 59.9 FT
 DE9971'SOUTHWEST OF THE
 DE9971'SOUTH END OF A METAL GUARD RAIL, 53.0 FT WEST OF EDGE OF PAVEMENT OF
 DE9971'COUNTY ROAD 13A,
 DE9971'31.3 FT WEST OF A STOP SIGN, 29.5 FT SOUTH OF THE APPROXIMATE
 DE9971'CENTERLINE OF OSCAR ASHTON
 DE9971'ROAD AND 1.5 FT EAST OF A CARSONITE WITNESS POST.
 DE9971' 
 DE9971'NOTE   A MAGNET WAS IMBEDDED IN THE MONUMENT ON THE SOUTH SIDE.
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971' 
 DE9971'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6685 ***********************************************************************
 DF6685  DESIGNATION -  A 512
 DF6685  PID         -  DF6685
 DF6685  STATE/COUNTY-  FL/OSCEOLA
 DF6685  USGS QUAD   -  ST CLOUD NORTH (1987)
 DF6685
 DF6685                         *CURRENT SURVEY CONTROL
 DF6685  ___________________________________________________________________
 DF6685* NAD 83(1986)-  28 19 31.     (N)    081 20 06.     (W)     SCALED    
 DF6685* NAVD 88     -        22.194  (meters)      72.81   (feet)  ADJUSTED  
 DF6685  ___________________________________________________________________
 DF6685  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DF6685  DYNAMIC HT  -          22.161 (meters)      72.71  (feet)  COMP
 DF6685  MODELED GRAV-     979,168.5   (mgal)                       NAVD 88
 DF6685
 DF6685  VERT ORDER  -  SECOND    CLASS I
 DF6685
 DF6685.The horizontal coordinates were scaled from a topographic map and have
 DF6685.an estimated accuracy of +/- 6 seconds.
 DF6685
 DF6685.The orthometric height was determined by differential leveling
 DF6685.and adjusted by the National Geodetic Survey in April 2004..
 DF6685
 DF6685.The geoid height was determined by GEOID03.
 DF6685
 DF6685.The dynamic height is computed by dividing the NAVD 88
 DF6685.geopotential number by the normal gravity value computed on the
 DF6685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6685.degrees latitude (g = 980.6199 gals.).
 DF6685
 DF6685.The modeled gravity was interpolated from observed gravity values.
 DF6685
 DF6685;                    North         East    Units  Estimated Accuracy
 DF6685;SPC FL E     -   442,300.      167,150.      MT  (+/- 180 meters Scaled)
 DF6685
 DF6685                          SUPERSEDED SURVEY CONTROL
 DF6685
 DF6685.No superseded survey control is available for this station.
 DF6685
 DF6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM671332(NAD 83)
 DF6685_MARKER: DD = SURVEY DISK
 DF6685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6685_STAMPING: A 512 2001
 DF6685_MARK LOGO: FLDEP 
 DF6685_PROJECTION: FLUSH
 DF6685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6685+STABILITY: SURFACE MOTION
 DF6685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6685+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 DF6685
 DF6685  HISTORY     - Date     Condition        Report By
 DF6685  HISTORY     - 20010628 MONUMENTED       FLDEP
 DF6685  HISTORY     - 20030206 GOOD             FLDEP
 DF6685
 DF6685                          STATION DESCRIPTION
 DF6685
 DF6685'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6685'THE MARK IS ABOUT 18.0 MI SOUTH OF ORLANDO, 6.0 MI NORTHWEST OF ST.
 DF6685'CLOUD, 5.0 MI
 DF6685'NORTHEAST OF KISSIMMEE, IN SECTION 8, TOWNSHIP 25 SOUTH, RANGE 30
 DF6685'EAST.
 DF6685' 
 DF6685'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6685'STREET) AND
 DF6685'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6685'523 (VERMONT
 DF6685'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6685'ON LAKESHORE
 DF6685'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 2.1 MI TO THE
 DF6685'JUNCTION OF EAST
 DF6685'LAKESHORE BOULEVARD ON THE RIGHT, TURN RIGHT ON EAST LAKESHORE
 DF6685'BOULEVARD (FORTUNE
 DF6685'ROAD) AND GO NORTH FOR 3.5 MI TO THE JUNCTION OF BOGGY CREEK ROAD
 DF6685'(COUNTY ROAD 530),
 DF6685'TURN RIGHT ON BOGGY CREEK ROAD (COUNTY ROAD 530) AND GO NORTHEAST FOR
 DF6685'1.75 MI TO THE
 DF6685'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DF6685'WITH THE GROUND
 DF6685'AND ABOUT 2.0 FT ABOVE THE LEVEL OF BOGGY CREEK ROAD.
 DF6685' 
 DF6685'LOCATED 65.0 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DITCH,
 DF6685'57.0 FT NORTHWEST
 DF6685'OF THE CENTERLINE OF BOGGY CREEK ROAD, 1.9 FT SOUTHWEST OF A CARSONITE
 DF6685'WITNESS POST
 DF6685'AND 1.4 FT SOUTHWEST OF A POWER POLE WITH 6 GUY WIRES ATTACHED.
 DF6685' 
 DF6685'NOTE   A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF6685'MONUMENT.
 DF6685' 
 DF6685'
 DF6685
 DF6685                          STATION RECOVERY (2003)
 DF6685
 DF6685'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 DF6685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6710 ***********************************************************************
 DF6710  DESIGNATION -  A 513
 DF6710  PID         -  DF6710
 DF6710  STATE/COUNTY-  FL/OSCEOLA
 DF6710  USGS QUAD   -  LAKE TOHOPEKALIGA (1987)
 DF6710
 DF6710                         *CURRENT SURVEY CONTROL
 DF6710  ___________________________________________________________________
 DF6710* NAD 83(1986)-  28 08 36.     (N)    081 23 27.     (W)     SCALED    
 DF6710* NAVD 88     -        18.823  (meters)      61.76   (feet)  ADJUSTED  
 DF6710  ___________________________________________________________________
 DF6710  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF6710  DYNAMIC HT  -          18.794 (meters)      61.66  (feet)  COMP
 DF6710  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 DF6710
 DF6710  VERT ORDER  -  SECOND    CLASS I
 DF6710
 DF6710.The horizontal coordinates were scaled from a topographic map and have
 DF6710.an estimated accuracy of +/- 6 seconds.
 DF6710
 DF6710.The orthometric height was determined by differential leveling
 DF6710.and adjusted by the National Geodetic Survey in April 2004..
 DF6710
 DF6710.The geoid height was determined by GEOID03.
 DF6710
 DF6710.The dynamic height is computed by dividing the NAVD 88
 DF6710.geopotential number by the normal gravity value computed on the
 DF6710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6710.degrees latitude (g = 980.6199 gals.).
 DF6710
 DF6710.The modeled gravity was interpolated from observed gravity values.
 DF6710
 DF6710;                    North         East    Units  Estimated Accuracy
 DF6710;SPC FL E     -   422,150.      161,610.      MT  (+/- 180 meters Scaled)
 DF6710
 DF6710                          SUPERSEDED SURVEY CONTROL
 DF6710
 DF6710.No superseded survey control is available for this station.
 DF6710
 DF6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM616131(NAD 83)
 DF6710_MARKER: F = FLANGE-ENCASED ROD
 DF6710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF6710_STAMPING: A 513 2001
 DF6710_MARK LOGO: NGS   
 DF6710_PROJECTION: FLUSH
 DF6710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6710+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6710_ROD/PIPE-DEPTH: 12.3 meters
 DF6710
 DF6710  HISTORY     - Date     Condition        Report By
 DF6710  HISTORY     - 20010628 MONUMENTED       FLDEP
 DF6710
 DF6710                          STATION DESCRIPTION
 DF6710
 DF6710'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6710'THE MARK IS ABOUT 15.5 MI SOUTHWEST OF KISSIMMEE, IN SECTION 15,
 DF6710'TOWNSHIP 27 SOUTH, RANGE
 DF6710'29 EAST.
 DF6710' 
 DF6710'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (VINE STREET)
 DF6710'AND U.S. HIGHWAY
 DF6710'17, 92 (JOHN YOUNG PARKWAY) IN KISSIMMEE, GO SOUTH ON U.S. HIGHWAY 17,
 DF6710'92 FOR 3.5 MI TO THE
 DF6710'JUNCTION OF PLEASANT HILL ROAD (COUNTY ROAD 531) ON THE LEFT, TURN
 DF6710'LEFT ON PLEASANT HILL
 DF6710'ROAD (COUNTY ROAD 531) AND GO SOUTH FOR 7.55 MI TO THE JUNCTION OF
 DF6710'SOUTHPORT ROAD ON
 DF6710'THE LEFT, TURN LEFT ON SOUTHPORT ROAD AND GO EAST FOR 3.55 MI TO THE
 DF6710'MARK ON THE RIGHT,
 DF6710'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.4 FT WITH A
 DF6710'NGS LOGO CAP FLUSH
 DF6710'WITH THE GROUND AND ABOUT LEVEL WITH SOUTHPORT ROAD, THE DATUM POINT
 DF6710'IS RECESSED 0.4
 DF6710'FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DF6710' 
 DF6710'LOCATED 146.0 FT WEST OF A PRIVATE DRIVEWAY AT 1001, 35.8 FT NORTH OF
 DF6710'THE CENTERLINE OF
 DF6710'SOUTHPORT ROAD, 34.2 FT NORTHEAST OF POWER POLE NUMBER 6-88270 AND 1.0
 DF6710'FT SOUTH OF A
 DF6710'CARSONITE WITNESS POST IN A BARBWIRE FENCELINE.
 DF6710' 
 DF6710'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF6710' 
 DF6710'NOTE   A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF6710'MONUMENT.
 DF6710' 
 DF6710' 
 DF6710'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6735 ***********************************************************************
 DF6735  DESIGNATION -  A 514
 DF6735  PID         -  DF6735
 DF6735  STATE/COUNTY-  FL/OSCEOLA
 DF6735  USGS QUAD   -  ST CLOUD SOUTH (1980)
 DF6735
 DF6735                         *CURRENT SURVEY CONTROL
 DF6735  ___________________________________________________________________
 DF6735* NAD 83(1986)-  28 14 58.     (N)    081 19 04.     (W)     SCALED    
 DF6735* NAVD 88     -        20.071  (meters)      65.85   (feet)  ADJUSTED  
 DF6735  ___________________________________________________________________
 DF6735  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DF6735  DYNAMIC HT  -          20.041 (meters)      65.75  (feet)  COMP
 DF6735  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 DF6735
 DF6735  VERT ORDER  -  SECOND    CLASS I
 DF6735
 DF6735.The horizontal coordinates were scaled from a topographic map and have
 DF6735.an estimated accuracy of +/- 6 seconds.
 DF6735
 DF6735.The orthometric height was determined by differential leveling
 DF6735.and adjusted by the National Geodetic Survey in April 2004..
 DF6735
 DF6735.The geoid height was determined by GEOID03.
 DF6735
 DF6735.The dynamic height is computed by dividing the NAVD 88
 DF6735.geopotential number by the normal gravity value computed on the
 DF6735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6735.degrees latitude (g = 980.6199 gals.).
 DF6735
 DF6735.The modeled gravity was interpolated from observed gravity values.
 DF6735
 DF6735;                    North         East    Units  Estimated Accuracy
 DF6735;SPC FL E     -   433,890.      168,820.      MT  (+/- 180 meters Scaled)
 DF6735
 DF6735                          SUPERSEDED SURVEY CONTROL
 DF6735
 DF6735.No superseded survey control is available for this station.
 DF6735
 DF6735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM688248(NAD 83)
 DF6735_MARKER: DD = SURVEY DISK
 DF6735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6735_STAMPING: A 514 2001
 DF6735_MARK LOGO: FLDEP 
 DF6735_PROJECTION: FLUSH
 DF6735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6735+STABILITY: SURFACE MOTION
 DF6735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6735+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6735
 DF6735  HISTORY     - Date     Condition        Report By
 DF6735  HISTORY     - 20010628 MONUMENTED       FLDEP
 DF6735
 DF6735                          STATION DESCRIPTION
 DF6735
 DF6735'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6735'THE MARK IS ABOUT 7.0 MI SOUTHEAST OF KISSIMMEE, 0.5 MI NORTHWEST OF
 DF6735'ST. CLOUD, IN SECTION
 DF6735'4, TOWNSHIP 26 SOUTH, RANGE 30 EAST.
 DF6735' 
 DF6735'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6735'STREET) AND
 DF6735'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTHWEST ON U.S.
 DF6735'HIGHWAY 192, 441
 DF6735'(13TH STREET) FOR 1.1 MI TO THE JUNCTION OF NEPTUNE ROAD ON THE LEFT
 DF6735'(COUNTY ROAD 525),
 DF6735'TURN LEFT ON NEPTUNE ROAD (COUNTY ROAD 525) AND GO SOUTHWEST THEN
 DF6735'WESTERLY FOR 0.4
 DF6735'MI TO THE INTERSECTION OF KISSIMMEE PARK ROAD AND THE MARK ON THE
 DF6735'RIGHT, SET IN THE TOP
 DF6735'OF A ROUND CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF THE
 DF6735'GROUND AND
 DF6735'ABOUT 1.0 FT ABOVE THE LEVEL WITH NEPTUNE ROAD.
 DF6735' 
 DF6735'LOCATED 135.0 FT NORTHWEST OF THE NORTHWEST EDGE OF KISSIMMEE PARK
 DF6735'ROAD, 124.3 FT
 DF6735'NORTHWEST OF THE NORTHWEST SIDE OF THE SIDEWALK, 44.4 FT SOUTHEAST OF
 DF6735'POWER POLE
 DF6735'NUMBER 18320 (26688,07-290), 38.0 FT NORTHEAST OF THE NORTHEAST EDGE
 DF6735'OF NEPTUNE ROAD, 4.0
 DF6735'FT NORTHWEST OF A CARSONITE WITNESS POST AND 3.3 FT NORTHWEST OF POWER
 DF6735'POLE NUMBER
 DF6735'L501J201, 20K34605.
 DF6735' 
 DF6735'NOTE   A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF6735'MONUMENT.
 DF6735' 
 DF6735' 
 DF6735'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF7088 ***********************************************************************
 DF7088  DESIGNATION -  A 515
 DF7088  PID         -  DF7088
 DF7088  STATE/COUNTY-  FL/NASSAU
 DF7088  USGS QUAD   -  HILLIARD (1992)
 DF7088
 DF7088                         *CURRENT SURVEY CONTROL
 DF7088  ___________________________________________________________________
 DF7088* NAD 83(1986)-  30 40 12.     (N)    081 53 42.     (W)     SCALED    
 DF7088* NAVD 88     -        15.607  (meters)      51.20   (feet)  ADJUSTED  
 DF7088  ___________________________________________________________________
 DF7088  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DF7088  DYNAMIC HT  -          15.587 (meters)      51.14  (feet)  COMP
 DF7088  MODELED GRAV-     979,380.8   (mgal)                       NAVD 88
 DF7088
 DF7088  VERT ORDER  -  SECOND    CLASS I
 DF7088
 DF7088.The horizontal coordinates were scaled from a topographic map and have
 DF7088.an estimated accuracy of +/- 6 seconds.
 DF7088
 DF7088.The orthometric height was determined by differential leveling
 DF7088.and adjusted by the National Geodetic Survey in May 2004..
 DF7088
 DF7088.The geoid height was determined by GEOID03.
 DF7088
 DF7088.The dynamic height is computed by dividing the NAVD 88
 DF7088.geopotential number by the normal gravity value computed on the
 DF7088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7088.degrees latitude (g = 980.6199 gals.).
 DF7088
 DF7088.The modeled gravity was interpolated from observed gravity values.
 DF7088
 DF7088;                    North         East    Units  Estimated Accuracy
 DF7088;SPC FL E     -   702,480.      114,230.      MT  (+/- 180 meters Scaled)
 DF7088
 DF7088                          SUPERSEDED SURVEY CONTROL
 DF7088
 DF7088.No superseded survey control is available for this station.
 DF7088
 DF7088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP142933(NAD 83)
 DF7088_MARKER: DD = SURVEY DISK
 DF7088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7088_STAMPING: A 515 2001
 DF7088_MARK LOGO: FLDEP 
 DF7088_PROJECTION: RECESSED 8 CENTIMETERS
 DF7088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7088+STABILITY: SURFACE MOTION
 DF7088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7088+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 DF7088
 DF7088  HISTORY     - Date     Condition        Report By
 DF7088  HISTORY     - 20010823 MONUMENTED       FLDEP
 DF7088
 DF7088                          STATION DESCRIPTION
 DF7088
 DF7088'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DF7088'THE MARK IS ABOUT 8.9 MI NORTHWEST OF CALLAHAN, 2.0 MI SOUTHEAST OF
 DF7088'HILLIARD, IN SECTION 15, TOWNSHIP 3 NORTH, RANGE 24 EAST.
 DF7088' 
 DF7088'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 108 (SECOND STREET,
 DF7088'KINGS FERRY ROAD) AND U.S. HIGHWAY 1, 23, 301 (KINGS ROAD) IN
 DF7088'HILLIARD, GO SOUTHEAST ON U.S. HIGHWAY 1, 23, 301 (KINGS STREET) FOR
 DF7088'2.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DF7088'MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5
 DF7088'FT BELOW THE LEVEL OF U.S. HIGHWAY 1 NORTHBOUND LANES.
 DF7088' 
 DF7088'LOCATED 145.0 FT NORTHWEST OF POWER POLE NUMBER 12311670903,
 DF7088'123670903, 70.5 FT SOUTHEAST OF A POWER POLE, 47.0 FT NORTHEAST OF THE
 DF7088'CENTERLINE OF U.S. HIGHWAY 1 NORTHBOUND LANES AND 1.2 FT SOUTHWEST OF
 DF7088'A CARSONITE WITNESS POST.
 DF7088' 
 DF7088'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF7088'MONUMENT.
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088' 
 DF7088'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5643 ***********************************************************************
 AJ5643  DESIGNATION -  A 516
 AJ5643  PID         -  AJ5643
 AJ5643  STATE/COUNTY-  FL/MARTIN
 AJ5643  USGS QUAD   -  JUPITER (1983)
 AJ5643
 AJ5643                         *CURRENT SURVEY CONTROL
 AJ5643  ___________________________________________________________________
 AJ5643* NAD 83(1986)-  26 58 15.     (N)    080 06 26.     (W)     SCALED    
 AJ5643* NAVD 88     -         2.382  (meters)       7.81   (feet)  ADJUSTED  
 AJ5643  ___________________________________________________________________
 AJ5643  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ5643  DYNAMIC HT  -           2.378 (meters)       7.80  (feet)  COMP
 AJ5643  MODELED GRAV-     979,093.8   (mgal)                       NAVD 88
 AJ5643
 AJ5643  VERT ORDER  -  FIRST     CLASS II
 AJ5643
 AJ5643.The horizontal coordinates were scaled from a topographic map and have
 AJ5643.an estimated accuracy of +/- 6 seconds.
 AJ5643
 AJ5643.The orthometric height was determined by differential leveling
 AJ5643.and adjusted by the National Geodetic Survey in October 2001..
 AJ5643.No vertical observational check was made to the station.
 AJ5643
 AJ5643.The geoid height was determined by GEOID03.
 AJ5643
 AJ5643.The dynamic height is computed by dividing the NAVD 88
 AJ5643.geopotential number by the normal gravity value computed on the
 AJ5643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5643.degrees latitude (g = 980.6199 gals.).
 AJ5643
 AJ5643.The modeled gravity was interpolated from observed gravity values.
 AJ5643
 AJ5643;                    North         East    Units  Estimated Accuracy
 AJ5643;SPC FL E     -   292,490.      288,630.      MT  (+/- 180 meters Scaled)
 AJ5643
 AJ5643                          SUPERSEDED SURVEY CONTROL
 AJ5643
 AJ5643.No superseded survey control is available for this station.
 AJ5643
 AJ5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886835(NAD 83)
 AJ5643_MARKER: DD = SURVEY DISK
 AJ5643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5643_STAMPING: A 516 2001
 AJ5643_MARK LOGO: FL-085
 AJ5643_PROJECTION: FLUSH
 AJ5643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5643+STABILITY: SURFACE MOTION
 AJ5643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5643+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ5643
 AJ5643  HISTORY     - Date     Condition        Report By
 AJ5643  HISTORY     - 20010501 MONUMENTED       GCYI
 AJ5643  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AJ5643
 AJ5643                          STATION DESCRIPTION
 AJ5643
 AJ5643'DESCRIBED BY G.C.Y., INCORPORATED 2001 (MDL)
 AJ5643'STATION IS LOCATED IN TEQUESTA, FLORIDA IN SECTION 24, TOWNSHIP 40
 AJ5643'SOUTH,
 AJ5643'RANGE 42 EAST, MARTIN COUNTY, FLORIDA.
 AJ5643' 
 AJ5643'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 AJ5643'COUNTY LINE ROAD IN TEQUESTA GO WEST ON COUNTY LINE ROAD 1.32 KM (0.82
 AJ5643'MI)
 AJ5643'TO THE STATION ON THE RIGHT.  STATION IS AT THE WEST SIDE OF CEMETERY.
 AJ5643'THE STATION IS LOCATED 3.92 KM (12.85 FT) NORTH OF THE NORTH EDGE OF A
 AJ5643'CONCRETE SIDEWALK, 0.46 M (1.5 FT) WEST OF A CONCRETE RETAINING WALL,
 AJ5643'0.82 M
 AJ5643'(2.7 FT) WEST OF A CARSONITE WITNESS POST, AND 20.7M (67.9 FT)
 AJ5643'SOUTHWEST OF
 AJ5643'A 13 INCH OAK TREE
 AJ5643'NOTE -  MAGNET BURIED AT NORTH SIDE OF MONUMENT.
 AJ5643'
 AJ5643'
 AJ5643
 AJ5643                          STATION RECOVERY (2003)
 AJ5643
 AJ5643'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AJ5643' 
 AJ5643' 
 AJ5643' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5630 ***********************************************************************
 AJ5630  DESIGNATION -  A 517
 AJ5630  PID         -  AJ5630
 AJ5630  STATE/COUNTY-  FL/MARTIN
 AJ5630  USGS QUAD   -  PALM CITY (1983)
 AJ5630
 AJ5630                         *CURRENT SURVEY CONTROL
 AJ5630  ___________________________________________________________________
 AJ5630* NAD 83(1999)-  27 08 23.49059(N)    080 19 09.15739(W)     ADJUSTED  
 AJ5630* NAVD 88     -         6.121  (meters)      20.08   (feet)  ADJUSTED  
 AJ5630  ___________________________________________________________________
 AJ5630  X           -     955,111.352 (meters)                     COMP
 AJ5630  Y           -  -5,598,934.067 (meters)                     COMP
 AJ5630  Z           -   2,892,005.232 (meters)                     COMP
 AJ5630  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ5630  ELLIP HEIGHT-         -21.14  (meters)          (12/12/02) GPS OBS
 AJ5630  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ5630  DYNAMIC HT  -           6.111 (meters)      20.05  (feet)  COMP
 AJ5630  MODELED GRAV-     979,106.9   (mgal)                       NAVD 88
 AJ5630
 AJ5630  HORZ ORDER  -  FIRST
 AJ5630  VERT ORDER  -  FIRST     CLASS II
 AJ5630  ELLP ORDER  -  FOURTH    CLASS I
 AJ5630
 AJ5630.The horizontal coordinates were established by GPS observations
 AJ5630.and adjusted by the National Geodetic Survey in December 2002..
 AJ5630
 AJ5630.The orthometric height was determined by differential leveling
 AJ5630.and adjusted by the National Geodetic Survey in November 2001..
 AJ5630
 AJ5630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5630
 AJ5630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5630
 AJ5630.The ellipsoidal height was determined by GPS observations
 AJ5630.and is referenced to NAD 83.
 AJ5630
 AJ5630.The geoid height was determined by GEOID03.
 AJ5630
 AJ5630.The dynamic height is computed by dividing the NAVD 88
 AJ5630.geopotential number by the normal gravity value computed on the
 AJ5630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5630.degrees latitude (g = 980.6199 gals.).
 AJ5630
 AJ5630.The modeled gravity was interpolated from observed gravity values.
 AJ5630
 AJ5630;                    North         East     Units Scale Factor Converg.
 AJ5630;SPC FL E     -   311,083.003   267,484.866   MT  0.99999738   +0 18 38.0
 AJ5630;SPC FL E     - 1,020,611.49    877,573.26   sFT  0.99999738   +0 18 38.0
 AJ5630;UTM  17      - 3,002,108.844   567,461.841   MT  0.99965618   +0 18 38.0
 AJ5630
 AJ5630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5630!SPC FL E     -   1.00000332  x   0.99999738  =   1.00000070
 AJ5630!UTM  17      -   1.00000332  x   0.99965618  =   0.99965950
 AJ5630
 AJ5630                          SUPERSEDED SURVEY CONTROL
 AJ5630
 AJ5630  NAVD 88 (12/12/02)    6.12   (m)           20.1    (f) LEVELING    3  
 AJ5630
 AJ5630.Superseded values are not recommended for survey control.
 AJ5630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5630.See file dsdata.txt to determine how the superseded data were derived.
 AJ5630
 AJ5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6746202109(NAD 83)
 AJ5630_MARKER: F = FLANGE-ENCASED ROD
 AJ5630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5630_STAMPING: A 517 2001
 AJ5630_MARK LOGO: FL-085
 AJ5630_PROJECTION: FLUSH
 AJ5630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5630+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2002
 AJ5630_ROD/PIPE-DEPTH: 24.4 meters
 AJ5630
 AJ5630  HISTORY     - Date     Condition        Report By
 AJ5630  HISTORY     - 20010511 MONUMENTED       GCYI
 AJ5630  HISTORY     - 20020513 GOOD             MAPTEC
 AJ5630
 AJ5630                          STATION DESCRIPTION
 AJ5630
 AJ5630'DESCRIBED BY G.C.Y., INCORPORATED 2001 (KFK)
 AJ5630'THE MARK IS LOCATED 9.1 KM (5.7 MI) SOUTHWEST OF STUART, 19.3 KM (12.0
 AJ5630'MI)
 AJ5630'NORTHWEST OF HOBE SOUND, AND 18.3 KM (11.6 MI) NORTHEAST OF INDIANTOWN
 AJ5630'NEAR THE WEST RIGHT-OF-WAY OF C.R. 76A (SW 48TH AVE) IN SECTION 27,
 AJ5630'TOWNSHIP 38 SOUTH, RANGE 40 EAST.
 AJ5630' 
 AJ5630'MARTIN COUNTY RIGHT-OF-WAY.
 AJ5630' 
 AJ5630'TO REACH THE MARK FROM THE INTERSECTION OF C.R. 76A (SW 48TH AVE) AND
 AJ5630'S.R.
 AJ5630'714 GO SOUTH ON C.R. 76A 2.4 KM (1.5 MI) TO SW QUAIL HOLLOW STREET AND
 AJ5630'THE
 AJ5630'MARK IS ON THE RIGHT.
 AJ5630' 
 AJ5630'THE MARK IS 10.5 M (34.6 FT) WEST OF THE WEST EDGE OF PAVEMENT OF C.R.
 AJ5630'76A
 AJ5630'(SW 48TH AVE), 3.6 M (12 FT) NORTH OF THE NORTH EDGE OF PAVEMENT OF SW
 AJ5630'QUAIL HOLLOW STREET, 1.3 M (4.2 FT) EAST OF A CARSONITE POST SET IN A
 AJ5630'PVC
 AJ5630'BOARD FENCE LINE AND 1.4 M (4.5 FT ) NORTHWEST OF A WOOD POWER POLE.
 AJ5630'ACCESS IS THROUGH AN ALUMINUM ACCESS CAP.
 AJ5630' 
 AJ5630'NOTE -  MAGNET IS BURIED INSIDE PVC SLEEVE NEXT TO STAINLESS ROD.
 AJ5630'
 AJ5630'
 AJ5630
 AJ5630                          STATION RECOVERY (2002)
 AJ5630
 AJ5630'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ5630'STATION RECOVERY (2002)
 AJ5630'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ5630'RECOVERED AS DESCRIBED.
 AJ5630'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7235 ***********************************************************************
 AJ7235  DESIGNATION -  A 518
 AJ7235  PID         -  AJ7235
 AJ7235  STATE/COUNTY-  FL/HIGHLANDS
 AJ7235  USGS QUAD   -  CHILDS (1972)
 AJ7235
 AJ7235                         *CURRENT SURVEY CONTROL
 AJ7235  ___________________________________________________________________
 AJ7235* NAD 83(1999)-  27 12 26.16974(N)    081 19 44.24947(W)     ADJUSTED  
 AJ7235* NAVD 88     -        41.515  (meters)     136.20   (feet)  ADJUSTED  
 AJ7235  ___________________________________________________________________
 AJ7235  X           -     855,786.517 (meters)                     COMP
 AJ7235  Y           -  -5,611,556.906 (meters)                     COMP
 AJ7235  Z           -   2,898,667.522 (meters)                     COMP
 AJ7235  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AJ7235  ELLIP HEIGHT-          16.48  (meters)          (12/09/02) GPS OBS
 AJ7235  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AJ7235  DYNAMIC HT  -          41.452 (meters)     136.00  (feet)  COMP
 AJ7235  MODELED GRAV-     979,136.4   (mgal)                       NAVD 88
 AJ7235
 AJ7235  HORZ ORDER  -  A
 AJ7235  VERT ORDER  -  FIRST     CLASS II
 AJ7235  ELLP ORDER  -  FOURTH    CLASS I
 AJ7235
 AJ7235.The horizontal coordinates were established by GPS observations
 AJ7235.and adjusted by the National Geodetic Survey in December 2002..
 AJ7235
 AJ7235.The orthometric height was determined by differential leveling
 AJ7235.and adjusted by the National Geodetic Survey in February 2002..
 AJ7235
 AJ7235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7235
 AJ7235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7235
 AJ7235.The ellipsoidal height was determined by GPS observations
 AJ7235.and is referenced to NAD 83.
 AJ7235
 AJ7235.The geoid height was determined by GEOID03.
 AJ7235
 AJ7235.The dynamic height is computed by dividing the NAVD 88
 AJ7235.geopotential number by the normal gravity value computed on the
 AJ7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7235.degrees latitude (g = 980.6199 gals.).
 AJ7235
 AJ7235.The modeled gravity was interpolated from observed gravity values.
 AJ7235
 AJ7235;                    North         East     Units Scale Factor Converg.
 AJ7235;SPC FL E     -   318,411.989   167,411.179   MT  0.99995428   -0 09 01.5
 AJ7235;SPC FL E     - 1,044,656.67    549,248.18   sFT  0.99995428   -0 09 01.5
 AJ7235;UTM  17      - 3,009,435.330   467,422.298   MT  0.99961310   -0 09 01.5
 AJ7235
 AJ7235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7235!SPC FL E     -   0.99999741  x   0.99995428  =   0.99995169
 AJ7235!UTM  17      -   0.99999741  x   0.99961310  =   0.99961051
 AJ7235
 AJ7235                          SUPERSEDED SURVEY CONTROL
 AJ7235
 AJ7235  NAVD 88 (12/09/02)   41.52   (m)          136.2    (f) LEVELING    3  
 AJ7235
 AJ7235.Superseded values are not recommended for survey control.
 AJ7235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7235.See file dsdata.txt to determine how the superseded data were derived.
 AJ7235
 AJ7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6742209435(NAD 83)
 AJ7235_MARKER: F = FLANGE-ENCASED ROD
 AJ7235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7235_STAMPING: A 518 2001 CERP
 AJ7235_MARK LOGO: NONE  
 AJ7235_PROJECTION: RECESSED 3 CENTIMETERS
 AJ7235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7235+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 AJ7235_ROD/PIPE-DEPTH: 24.7 meters
 AJ7235
 AJ7235  HISTORY     - Date     Condition        Report By
 AJ7235  HISTORY     - 200105   MONUMENTED       FOST
 AJ7235  HISTORY     - 20020212 GOOD             NGS
 AJ7235  HISTORY     - 20020413 GOOD             MAPTEC
 AJ7235
 AJ7235                          STATION DESCRIPTION
 AJ7235
 AJ7235'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7235'THE MONUMENT IS LOCATED IN BAIRS DEN, FL., 18.25 MILES (29.37 KM)
 AJ7235'NORTH OF PALMDALE, FL. AND 4.0 MILES
 AJ7235'(6.44 KM) SOUTH OF LAKE PLACID, FL. IN SECTION 4, TOWNSHIP 38 SOUTH,
 AJ7235'RANGE 30 EAST.
 AJ7235' 
 AJ7235'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7235' 
 AJ7235'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND US
 AJ7235'HIGHWAY 27, IN BAIRS DEN, GO SOUTH ON
 AJ7235'US HIGHWAY 27 0.05 MILES (0.08 KM) AND MONUMENT IS ON THE WEST (RIGHT)
 AJ7235'SIDE OF THE ROAD AND ON THE
 AJ7235'EAST SIDE OF A FENCED IN WELL. THE MONUMENT IS 19.7 MILES (31.70 KM)
 AJ7235'NORTH OF THE JUNCTION OF STATE
 AJ7235'ROAD 29 AND US HIGHWAY 27.
 AJ7235' 
 AJ7235'THE MONUMENT IS 61.5 FEET (18.75 M) WEST OF THE CENTERLINE OF THE
 AJ7235'SOUTHBOUND LANE OF US HIGHWAY
 AJ7235'27, 18.2 FEET (5.55 M) NORTHEAST OF THE  NORTHEAST CORNER OF WELL
 AJ7235'FENCE, 41.3 FEET (12.59 M)
 AJ7235'SOUTHEAST OF A  TELEPHONE JUNCTION BOX, 39.1 FEET (11.92 M) SOUTHWEST
 AJ7235'OF THE THIRD STREET LIGHT
 AJ7235'POLE SOUTH OF THE INTERSECTION OF STATE ROAD 70 AND US 29 AND 13 FEET
 AJ7235'(3.96 M) EAST OF A CARSONITE
 AJ7235'WITNESS POST. NOTE NOTE ACCESS TO THE DATUM POINT (THE TOP OF A
 AJ7235'STAINLESS STEEL ROD) IS HAD
 AJ7235'THROUGH A 5 INCH LOGO CAP. NOTE A MAGNET WAS PLACED INSIDE THE PVC
 AJ7235'PIPE.
 AJ7235
 AJ7235                          STATION RECOVERY (2002)
 AJ7235
 AJ7235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RLT)
 AJ7235'RECOVER AS DESCRIBED
 AJ7235' 
 AJ7235' 
 AJ7235' 
 AJ7235'
 AJ7235
 AJ7235                          STATION RECOVERY (2002)
 AJ7235
 AJ7235'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7235'RECOVERED AS DESCRIBED
 AJ7235'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7258 ***********************************************************************
 AJ7258  DESIGNATION -  A 519
 AJ7258  PID         -  AJ7258
 AJ7258  STATE/COUNTY-  FL/GLADES
 AJ7258  USGS QUAD   -  PALMDALE (1973)
 AJ7258
 AJ7258                         *CURRENT SURVEY CONTROL
 AJ7258  ___________________________________________________________________
 AJ7258* NAD 83(1999)-  26 52 45.88997(N)    081 21 18.81955(W)     ADJUSTED  
 AJ7258* NAVD 88     -        11.392  (meters)      37.38   (feet)  ADJUSTED  
 AJ7258  ___________________________________________________________________
 AJ7258  X           -     855,692.260 (meters)                     COMP
 AJ7258  Y           -  -5,628,251.943 (meters)                     COMP
 AJ7258  Z           -   2,866,298.330 (meters)                     COMP
 AJ7258  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AJ7258  ELLIP HEIGHT-         -13.07  (meters)          (12/12/02) GPS OBS
 AJ7258  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AJ7258  DYNAMIC HT  -          11.375 (meters)      37.32  (feet)  COMP
 AJ7258  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 AJ7258
 AJ7258  HORZ ORDER  -  FIRST
 AJ7258  VERT ORDER  -  FIRST     CLASS II
 AJ7258  ELLP ORDER  -  FOURTH    CLASS I
 AJ7258
 AJ7258.The horizontal coordinates were established by GPS observations
 AJ7258.and adjusted by the National Geodetic Survey in December 2002..
 AJ7258
 AJ7258.The orthometric height was determined by differential leveling
 AJ7258.and adjusted by the National Geodetic Survey in February 2002..
 AJ7258
 AJ7258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7258
 AJ7258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7258
 AJ7258.The ellipsoidal height was determined by GPS observations
 AJ7258.and is referenced to NAD 83.
 AJ7258
 AJ7258.The geoid height was determined by GEOID03.
 AJ7258
 AJ7258.The dynamic height is computed by dividing the NAVD 88
 AJ7258.geopotential number by the normal gravity value computed on the
 AJ7258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7258.degrees latitude (g = 980.6199 gals.).
 AJ7258
 AJ7258.The modeled gravity was interpolated from observed gravity values.
 AJ7258
 AJ7258;                    North         East     Units Scale Factor Converg.
 AJ7258;SPC FL E     -   282,093.051   164,706.330   MT  0.99995655   -0 09 38.2
 AJ7258;SPC FL E     -   925,500.28    540,374.02   sFT  0.99995655   -0 09 38.2
 AJ7258;UTM  17      - 2,973,128.783   464,718.372   MT  0.99961537   -0 09 38.2
 AJ7258
 AJ7258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7258!SPC FL E     -   1.00000205  x   0.99995655  =   0.99995860
 AJ7258!UTM  17      -   1.00000205  x   0.99961537  =   0.99961742
 AJ7258
 AJ7258                          SUPERSEDED SURVEY CONTROL
 AJ7258
 AJ7258  NAVD 88 (12/12/02)   11.39   (m)           37.4    (f) LEVELING    3  
 AJ7258
 AJ7258.Superseded values are not recommended for survey control.
 AJ7258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7258.See file dsdata.txt to determine how the superseded data were derived.
 AJ7258
 AJ7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK6471873129(NAD 83)
 AJ7258_MARKER: DD = SURVEY DISK
 AJ7258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7258_STAMPING: A 519 2001 CERP
 AJ7258_MARK LOGO: USE   
 AJ7258_PROJECTION: RECESSED 3 CENTIMETERS
 AJ7258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7258+STABILITY: SURFACE MOTION
 AJ7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7258+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2002
 AJ7258
 AJ7258  HISTORY     - Date     Condition        Report By
 AJ7258  HISTORY     - 200105   MONUMENTED       FOST
 AJ7258  HISTORY     - 20020309 GOOD             MAPTEC
 AJ7258
 AJ7258                          STATION DESCRIPTION
 AJ7258
 AJ7258'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7258'THE MONUMENT IS LOCATED 5.65 MILES (9.09 KM) SOUTH OF PALMDALE, FL AND
 AJ7258'10.0 MILES (16.09 KM) NORTH OF
 AJ7258'LABELLE, FL. IN SECTION 30, TOWNSHIP 41 SOUTH, RANGE 30 EAST.
 AJ7258' 
 AJ7258'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7258' 
 AJ7258'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE ROAD 29 AND US
 AJ7258'HIGHWAY 27, SOUTH OF PALMDALE,  GO SOUTH 4.2 MILES
 AJ7258'(6.76 KM) ON STATE ROAD 29 AND THE MONUMENT IS ON THE WEST SIDE
 AJ7258'(RIGHT) OF THE ROAD. THE
 AJ7258'MONUMENT IS 10.0 MILES (16.09 KM) NORTH OF THE INTERSECTION OF US
 AJ7258'HIGHWAY 80 AND STATE ROAD 29 IN LA
 AJ7258'BELLE.
 AJ7258' 
 AJ7258'THE MONUMENT IS 75.0 FEET (22.86 M) WEST OF THE CENTERLINE OF STATE
 AJ7258'ROAD 29, 42.0 FEET (12.80 M) SOUTH
 AJ7258'OF A UTILITY POLE NO. 599 AND 3.4 FEET (1.04 M) EAST OF A CARSONITE
 AJ7258'WITNESS POST AT BARBED WIRE FENCE.
 AJ7258'NOTE A MAGNET WAS BURIED NEARBY AT AN UNSPECIFIED POSITION.
 AJ7258
 AJ7258                          STATION RECOVERY (2002)
 AJ7258
 AJ7258'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7258'RECOVERED AS DESCRIBED
 AJ7258'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0103 ***********************************************************************
 AR0103  DESIGNATION -  A 52
 AR0103  PID         -  AR0103
 AR0103  STATE/COUNTY-  FL/SUWANNEE
 AR0103  USGS QUAD   -  HILDRETH (1988)
 AR0103
 AR0103                         *CURRENT SURVEY CONTROL
 AR0103  ___________________________________________________________________
 AR0103* NAD 83(1986)-  29 57 06.     (N)    082 50 20.     (W)     SCALED    
 AR0103* NAVD 88     -        16.982  (meters)      55.72   (feet)  ADJUSTED  
 AR0103  ___________________________________________________________________
 AR0103  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0103  DYNAMIC HT  -          16.960 (meters)      55.64  (feet)  COMP
 AR0103  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 AR0103
 AR0103  VERT ORDER  -  SECOND    CLASS 0
 AR0103
 AR0103.The horizontal coordinates were scaled from a topographic map and have
 AR0103.an estimated accuracy of +/- 6 seconds.
 AR0103
 AR0103.The orthometric height was determined by differential leveling
 AR0103.and adjusted by the National Geodetic Survey in June 1991..
 AR0103
 AR0103.The geoid height was determined by GEOID03.
 AR0103
 AR0103.The dynamic height is computed by dividing the NAVD 88
 AR0103.geopotential number by the normal gravity value computed on the
 AR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0103.degrees latitude (g = 980.6199 gals.).
 AR0103
 AR0103.The modeled gravity was interpolated from observed gravity values.
 AR0103
 AR0103;                    North         East    Units  Estimated Accuracy
 AR0103;SPC FL N     -   106,660.      760,340.      MT  (+/- 180 meters Scaled)
 AR0103
 AR0103                          SUPERSEDED SURVEY CONTROL
 AR0103
 AR0103  NGVD 29 (??/??/92)   17.214  (m)           56.48   (f) ADJ UNCH    2 0
 AR0103
 AR0103.Superseded values are not recommended for survey control.
 AR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0103.See file dsdata.txt to determine how the superseded data were derived.
 AR0103
 AR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP225148(NAD 83)
 AR0103_MARKER: DB = BENCH MARK DISK
 AR0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0103_STAMPING: A 52 1934
 AR0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0103+STABILITY: SURFACE MOTION
 AR0103
 AR0103  HISTORY     - Date     Condition        Report By
 AR0103  HISTORY     - 1934     MONUMENTED       CGS
 AR0103  HISTORY     - 1954     GOOD             NGS
 AR0103  HISTORY     - 1967     MARK NOT FOUND   NGS
 AR0103
 AR0103                          STATION DESCRIPTION
 AR0103
 AR0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0103'5.6 MI E FROM BRANFORD.
 AR0103'ABOUT 5.65 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0103'FROM THE STATION AT BRANFORD, 0.6 MILE WEST OF BURLINGTON CHURCH
 AR0103'OF CHRIST, 0.1 MILE WEST OF MILE POST S 209, 58 FEET WEST-NORTHWEST
 AR0103'OF THE THIRD POLE WEST OF THE MILE POST, 35 FEET NORTH OF THE
 AR0103'NORTH RAIL, 95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 AR0103'27, 97 1/2 FEET SOUTHWEST OF THE WEST END OF THE SOUTH HEAD
 AR0103'WALL OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 129 FEET
 AR0103'SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE 45N179R,
 AR0103'149 FEET NORTH-NORTHWEST AND ACROSS THE TRACK FROM A T FENCE
 AR0103'CORNER, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IN THE
 AR0103'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AR0103
 AR0103                          STATION RECOVERY (1967)
 AR0103
 AR0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AR0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7282 ***********************************************************************
 AJ7282  DESIGNATION -  A 520
 AJ7282  PID         -  AJ7282
 AJ7282  STATE/COUNTY-  FL/HENDRY
 AJ7282  USGS QUAD   -  FELDA (1973)
 AJ7282
 AJ7282                         *CURRENT SURVEY CONTROL
 AJ7282  ___________________________________________________________________
 AJ7282* NAD 83(1999)-  26 32 14.52671(N)    081 26 08.01404(W)     ADJUSTED  
 AJ7282* NAVD 88     -        10.449  (meters)      34.28   (feet)  ADJUSTED  
 AJ7282  ___________________________________________________________________
 AJ7282  X           -     850,336.812 (meters)                     COMP
 AJ7282  Y           -  -5,646,288.696 (meters)                     COMP
 AJ7282  Z           -   2,832,443.307 (meters)                     COMP
 AJ7282  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AJ7282  ELLIP HEIGHT-         -13.99  (meters)          (12/12/02) GPS OBS
 AJ7282  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AJ7282  DYNAMIC HT  -          10.433 (meters)      34.23  (feet)  COMP
 AJ7282  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 AJ7282
 AJ7282  HORZ ORDER  -  FIRST
 AJ7282  VERT ORDER  -  FIRST     CLASS II
 AJ7282  ELLP ORDER  -  FOURTH    CLASS I
 AJ7282
 AJ7282.The horizontal coordinates were established by GPS observations
 AJ7282.and adjusted by the National Geodetic Survey in December 2002..
 AJ7282
 AJ7282.The orthometric height was determined by differential leveling
 AJ7282.and adjusted by the National Geodetic Survey in February 2002..
 AJ7282
 AJ7282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7282
 AJ7282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7282
 AJ7282.The ellipsoidal height was determined by GPS observations
 AJ7282.and is referenced to NAD 83.
 AJ7282
 AJ7282.The geoid height was determined by GEOID03.
 AJ7282
 AJ7282.The dynamic height is computed by dividing the NAVD 88
 AJ7282.geopotential number by the normal gravity value computed on the
 AJ7282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7282.degrees latitude (g = 980.6199 gals.).
 AJ7282
 AJ7282.The modeled gravity was interpolated from observed gravity values.
 AJ7282
 AJ7282;                    North         East     Units Scale Factor Converg.
 AJ7282;SPC FL E     -   244,221.259   156,595.391   MT  0.99996443   -0 11 40.6
 AJ7282;SPC FL E     -   801,249.25    513,763.38   sFT  0.99996443   -0 11 40.6
 AJ7282;UTM  17      - 2,935,269.913   456,610.200   MT  0.99962324   -0 11 40.6
 AJ7282
 AJ7282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7282!SPC FL E     -   1.00000220  x   0.99996443  =   0.99996663
 AJ7282!UTM  17      -   1.00000220  x   0.99962324  =   0.99962544
 AJ7282
 AJ7282                          SUPERSEDED SURVEY CONTROL
 AJ7282
 AJ7282  NAVD 88 (12/12/02)   10.45   (m)           34.3    (f) LEVELING    3  
 AJ7282
 AJ7282.Superseded values are not recommended for survey control.
 AJ7282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7282.See file dsdata.txt to determine how the superseded data were derived.
 AJ7282
 AJ7282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK5661035270(NAD 83)
 AJ7282_MARKER: DD = SURVEY DISK
 AJ7282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7282_STAMPING: A 520 2001 CERP
 AJ7282_MARK LOGO: USE   
 AJ7282_PROJECTION: RECESSED 8 CENTIMETERS
 AJ7282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7282+STABILITY: SURFACE MOTION
 AJ7282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7282+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 AJ7282
 AJ7282  HISTORY     - Date     Condition        Report By
 AJ7282  HISTORY     - 200105   MONUMENTED       FOST
 AJ7282  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7282
 AJ7282                          STATION DESCRIPTION
 AJ7282
 AJ7282'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7282'THE MONUMENT IS LOCATED 8.6 MILES (13.84 KM) NORTH OF IMMOKALEE, FL.,
 AJ7282'15.4 MILES (24.78 KM) SOUTH OF
 AJ7282'LABELLE, FL. AND 0.4 MILES (0.64 KM) SOUTH OF FELDA, FL. IN SECTION
 AJ7282'29, TOWNSHIP 45 SOUTH, RANGE 29 EAST.
 AJ7282' 
 AJ7282'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7282' 
 AJ7282'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE ROAD 29 AND STATE
 AJ7282'ROAD 82, WHICH IS 5.6 MI (9.0 KM) NORTH OF THE JUNCTION OF STATE ROAD
 AJ7282'29 AND COUNTY ROAD 846 IN IMMOKALEE,  GO 3.5 MILES (5.63  KM) NORTH ON
 AJ7282'STATE ROAD 29 AND THE MONUMENT IS ON THE WEST SIDE (LEFT) OF THE
 AJ7282'ROAD. THE  MONUMENT IS LOCATED 15.4 MILES (24.78 KM) SOUTH OF THE
 AJ7282'INTERSECTION OF STATE ROAD 29 AND US
 AJ7282'HIGHWAY 80 IN LA BELLE AND 0.4 MILES (0.64 KM) SOUTH OF THE JUNCTION
 AJ7282'OF STATE ROAD 29 AND COUNTY
 AJ7282'ROAD 830 IN FELDA.
 AJ7282' 
 AJ7282'THE MONUMENT IS 45.5 FEET (13.87 M) WEST OF THE CENTERLINE OF STATE
 AJ7282'ROAD 29, 24.4 FEET (7.44 M)
 AJ7282'SOUTHWEST OF THE SOUTHEAST CORNER OF A CULVERT AND 4.3 FEET (1.32 M)
 AJ7282'EAST OF A CARSONITE
 AJ7282'WITNESS POST AT FENCELINE. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ7282'UNSPECIFIED POSITION.
 AJ7282
 AJ7282                          STATION RECOVERY (2002)
 AJ7282
 AJ7282'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7282'RECOVERED AS DESCRIBED
 AJ7282'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7305 ***********************************************************************
 AJ7305  DESIGNATION -  A 521
 AJ7305  PID         -  AJ7305
 AJ7305  STATE/COUNTY-  FL/COLLIER
 AJ7305  USGS QUAD   -  MILES CITY (1983)
 AJ7305
 AJ7305                         *CURRENT SURVEY CONTROL
 AJ7305  ___________________________________________________________________
 AJ7305* NAD 83(1999)-  26 12 16.88322(N)    081 20 45.98977(W)     ADJUSTED  
 AJ7305* NAVD 88     -         5.349  (meters)      17.55   (feet)  ADJUSTED  
 AJ7305  ___________________________________________________________________
 AJ7305  X           -     861,613.598 (meters)                     COMP
 AJ7305  Y           -  -5,661,135.409 (meters)                     COMP
 AJ7305  Z           -   2,799,418.181 (meters)                     COMP
 AJ7305  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AJ7305  ELLIP HEIGHT-         -18.93  (meters)          (12/12/02) GPS OBS
 AJ7305  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AJ7305  DYNAMIC HT  -           5.340 (meters)      17.52  (feet)  COMP
 AJ7305  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 AJ7305
 AJ7305  HORZ ORDER  -  FIRST
 AJ7305  VERT ORDER  -  FIRST     CLASS II
 AJ7305  ELLP ORDER  -  FOURTH    CLASS I
 AJ7305
 AJ7305.The horizontal coordinates were established by GPS observations
 AJ7305.and adjusted by the National Geodetic Survey in December 2002..
 AJ7305
 AJ7305.The orthometric height was determined by differential leveling
 AJ7305.and adjusted by the National Geodetic Survey in February 2002..
 AJ7305
 AJ7305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7305
 AJ7305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7305
 AJ7305.The ellipsoidal height was determined by GPS observations
 AJ7305.and is referenced to NAD 83.
 AJ7305
 AJ7305.The geoid height was determined by GEOID03.
 AJ7305
 AJ7305.The dynamic height is computed by dividing the NAVD 88
 AJ7305.geopotential number by the normal gravity value computed on the
 AJ7305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7305.degrees latitude (g = 980.6199 gals.).
 AJ7305
 AJ7305.The modeled gravity was interpolated from observed gravity values.
 AJ7305
 AJ7305;                    North         East     Units Scale Factor Converg.
 AJ7305;SPC FL E     -   207,337.138   165,410.608   MT  0.99995594   -0 09 10.2
 AJ7305;SPC FL E     -   680,238.59    542,684.64   sFT  0.99995594   -0 09 10.2
 AJ7305;UTM  17      - 2,898,398.377   465,422.410   MT  0.99961476   -0 09 10.2
 AJ7305
 AJ7305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7305!SPC FL E     -   1.00000297  x   0.99995594  =   0.99995891
 AJ7305!UTM  17      -   1.00000297  x   0.99961476  =   0.99961773
 AJ7305
 AJ7305|---------------------------------------------------------------------|
 AJ7305| PID    Reference Object                     Distance      Geod. Az  |
 AJ7305|                                                           dddmmss.s |
 AJ7305| AJ7324 03 87 A42                            60.231 METERS 35952     |
 AJ7305|---------------------------------------------------------------------|
 AJ7305
 AJ7305                          SUPERSEDED SURVEY CONTROL
 AJ7305
 AJ7305  NAVD 88 (12/12/02)    5.35   (m)           17.6    (f) LEVELING    3  
 AJ7305
 AJ7305.Superseded values are not recommended for survey control.
 AJ7305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7305.See file dsdata.txt to determine how the superseded data were derived.
 AJ7305
 AJ7305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6542298398(NAD 83)
 AJ7305_MARKER: DD = SURVEY DISK
 AJ7305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7305_STAMPING: A 521 2001 CERP
 AJ7305_MARK LOGO: USE   
 AJ7305_PROJECTION: RECESSED 8 CENTIMETERS
 AJ7305_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7305+STABILITY: SURFACE MOTION
 AJ7305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7305+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 AJ7305
 AJ7305  HISTORY     - Date     Condition        Report By
 AJ7305  HISTORY     - 200105   MONUMENTED       FOST
 AJ7305  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7305
 AJ7305                          STATION DESCRIPTION
 AJ7305
 AJ7305'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7305'THE MONUMENT IS LOCATED 4.4 MILES (7.08 KM) SOUTH OF SUNNILAND, FL.
 AJ7305'AND 24.6 MILES (39.59 KM) NORTH OF
 AJ7305'EVERGLADES CITY, FL. IN SECTION 17, TOWNSHIP 49 SOUTH, RANGE 30 EAST.
 AJ7305' 
 AJ7305'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7305' 
 AJ7305'TO REACH THE MONUMENT FROM THE STATE ROAD 29 AND I-75 INTERCHANGE, IN
 AJ7305'MILES CITY,  GO 3.5 MILES (5.63 KM) NORTH
 AJ7305'ON STATE ROAD 29 AND THE MONUMENT IS ON THE EAST SIDE (RIGHT) OF THE
 AJ7305'ROAD. THE MONUMENT IS 17.4
 AJ7305'MILES (28.00 KM) SOUTH OF THE INTERSECTION OF STATE ROAD 29 AND 9TH
 AJ7305'STREET IN IMMOKALEE, FL.
 AJ7305' 
 AJ7305'THE MONUMENT IS 43.3 FEET (13.20 M) EAST OF THE CENTERLINE OF STATE
 AJ7305'ROAD 29, 6.8 FEET (2.07 M) WEST OF
 AJ7305'THE EAST GUARDRAIL, 25.0 FEET (7.62 M) NORTHWEST OF A 10 INCH PALM
 AJ7305'TREE, 7.3 FEET (2.23 M) WEST OF THE
 AJ7305'WEST END OF A WOODEN FOOT BRIDGE LEADING TO A FLOOD GAUGE, 190.0 FEET
 AJ7305'(57.91 M) SOUTH OF THE
 AJ7305'MONUMENT 03 87 A42 AND 6.8 FEET (2.07 M) WEST OF A CARSONITE WITNESS
 AJ7305'POST. NOTE A MAGNET WAS
 AJ7305'BURIED NEARBY AT AN UNSPECIFIED POSITION.
 AJ7305
 AJ7305                          STATION RECOVERY (2002)
 AJ7305
 AJ7305'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7305'RECOVERED AS DESCRIBED
 AJ7305'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8237 ***********************************************************************
 AJ8237  DESIGNATION -  A 522
 AJ8237  PID         -  AJ8237
 AJ8237  STATE/COUNTY-  FL/MARTIN
 AJ8237  USGS QUAD   -  BARLEY BARBER SWAMP (1983)
 AJ8237
 AJ8237                         *CURRENT SURVEY CONTROL
 AJ8237  ___________________________________________________________________
 AJ8237* NAD 83(1999)-  27 00 29.99310(N)    080 33 22.78714(W)     ADJUSTED  
 AJ8237* NAVD 88     -         7.166  (meters)      23.51   (feet)  ADJUSTED  
 AJ8237  ___________________________________________________________________
 AJ8237  X           -     933,020.599 (meters)                     COMP
 AJ8237  Y           -  -5,609,383.744 (meters)                     COMP
 AJ8237  Z           -   2,879,029.333 (meters)                     COMP
 AJ8237  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AJ8237  ELLIP HEIGHT-         -19.26  (meters)          (12/12/02) GPS OBS
 AJ8237  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AJ8237  DYNAMIC HT  -           7.155 (meters)      23.47  (feet)  COMP
 AJ8237  MODELED GRAV-     979,096.0   (mgal)                       NAVD 88
 AJ8237
 AJ8237  HORZ ORDER  -  FIRST
 AJ8237  VERT ORDER  -  FIRST     CLASS II
 AJ8237  ELLP ORDER  -  THIRD     CLASS I
 AJ8237
 AJ8237.The horizontal coordinates were established by GPS observations
 AJ8237.and adjusted by the National Geodetic Survey in December 2002..
 AJ8237
 AJ8237.The orthometric height was determined by differential leveling
 AJ8237.and adjusted by the National Geodetic Survey in April 2002..
 AJ8237
 AJ8237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8237
 AJ8237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8237
 AJ8237.The ellipsoidal height was determined by GPS observations
 AJ8237.and is referenced to NAD 83.
 AJ8237
 AJ8237.The geoid height was determined by GEOID03.
 AJ8237
 AJ8237.The dynamic height is computed by dividing the NAVD 88
 AJ8237.geopotential number by the normal gravity value computed on the
 AJ8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8237.degrees latitude (g = 980.6199 gals.).
 AJ8237
 AJ8237.The modeled gravity was interpolated from observed gravity values.
 AJ8237
 AJ8237;                    North         East     Units Scale Factor Converg.
 AJ8237;SPC FL E     -   296,404.566   244,030.865   MT  0.99996510   +0 12 05.3
 AJ8237;SPC FL E     -   972,453.98    800,624.60   sFT  0.99996510   +0 12 05.3
 AJ8237;UTM  17      - 2,987,435.416   544,015.842   MT  0.99962392   +0 12 05.3
 AJ8237
 AJ8237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8237!SPC FL E     -   1.00000303  x   0.99996510  =   0.99996813
 AJ8237!UTM  17      -   1.00000303  x   0.99962392  =   0.99962694
 AJ8237
 AJ8237                          SUPERSEDED SURVEY CONTROL
 AJ8237
 AJ8237  NAVD 88 (12/12/02)    7.17   (m)           23.5    (f) LEVELING    3  
 AJ8237
 AJ8237.Superseded values are not recommended for survey control.
 AJ8237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8237.See file dsdata.txt to determine how the superseded data were derived.
 AJ8237
 AJ8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4401687435(NAD 83)
 AJ8237_MARKER: DD = SURVEY DISK
 AJ8237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8237_STAMPING: A 522 2001 CERP
 AJ8237_MARK LOGO: USE   
 AJ8237_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8237+STABILITY: SURFACE MOTION
 AJ8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8237+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 AJ8237
 AJ8237  HISTORY     - Date     Condition        Report By
 AJ8237  HISTORY     - 20010901 MONUMENTED       FOST
 AJ8237  HISTORY     - 20020418 GOOD             MAPTEC
 AJ8237
 AJ8237                          STATION DESCRIPTION
 AJ8237
 AJ8237'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8237'THE MONUMENT IS LOCATED 4.0 MILES (6.44 KM) EAST PORT MAYACA, FL. AND
 AJ8237'6.9 MILES (11.10 KM) WEST
 AJ8237'INDIANTOWN, FL., LOCATED IN SECTION 8, TOWNSHIP 40 SOUTH, RANGE 38
 AJ8237'EAST.
 AJ8237' 
 AJ8237'OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ8237' 
 AJ8237'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 441 AND 98 AND
 AJ8237'STATE ROAD 76 GO NORTH
 AJ8237'0.55 MILES (0.89 KM) ALONG STATE ROAD 76 TO THE U.S. HIGHWAY 441 AND
 AJ8237'98 BRIDGE OVER STATE ROAD 76 AND
 AJ8237'THE SAINT LUCIE CANAL, CONTINUE EAST 4.05 MILES (6.52 KM) ALONG STATE
 AJ8237'ROAD 76 TO MONUMENT SET IN THE
 AJ8237'RIGHT OF WAY ON THE SOUTH (RIGHT) SIDE OF THE STATE ROAD 76, 0.3 MILE
 AJ8237'(0.48 KM) EAST OF GATE 3 AT 22500
 AJ8237'SW KANNER HIGHWAY, ENTRANCE TO THE DURLIS RESERVE EQUESTRIAN AND 0.4
 AJ8237'MILE (0.64 KM) WEST OF
 AJ8237'GATE 2 OF THE EQUESTRIAN.
 AJ8237' 
 AJ8237'THE MONUMENT IS 48.5 FEET (14.78 M) SOUTH OF THE CENTERLINE OF STATE
 AJ8237'ROAD 76, 48.4 FEET 14.75 M) WEST
 AJ8237'OF POWER POLE NOUMBER 3-97 345 FPL, 4.2 FEET (1.28 M) NORTH OF A WIRE
 AJ8237'FENCE AND 4.2 FEET (1.28 M) NORTH
 AJ8237'OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ8237'UNSPECIFIED POSITION.
 AJ8237'
 AJ8237
 AJ8237                          STATION RECOVERY (2002)
 AJ8237
 AJ8237'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ8237'THE MONUMENT IS LOCATED 4.0 MILES (6.44 KM) EAST PORT MAYACA, FL. AND
 AJ8237'6.9 MILES (11.10 KM)
 AJ8237'WEST
 AJ8237'INDIANTOWN, FL., LOCATED IN SECTION 8, TOWNSHIP 40 SOUTH, RANGE 38
 AJ8237'EAST.
 AJ8237' 
 AJ8237'OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ8237' 
 AJ8237'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 441 AND 98 AND
 AJ8237'STATE ROAD 76
 AJ8237'GO NORTH
 AJ8237'0.55 MILES (0.89 KM) ALONG STATE ROAD 76 TO THE U.S. HIGHWAY 441 AND
 AJ8237'98 BRIDGE OVER STATE
 AJ8237'ROAD 76 AND
 AJ8237'THE SAINT LUCIE CANAL, CONTINUE EAST 4.05 MILES (6.52 KM) ALONG STATE
 AJ8237'ROAD 76 TO MONUMENT
 AJ8237'SET IN THE
 AJ8237'RIGHT OF WAY ON THE SOUTH (RIGHT) SIDE OF THE STATE ROAD 76, 0.3 MILE
 AJ8237'(0.48 KM) EAST OF GATE 3
 AJ8237'AT 22500
 AJ8237'SW KANNER HIGHWAY, ENTRANCE TO THE DURLIS RESERVE EQUESTRIAN AND 0.4
 AJ8237'MILE (0.64 KM)
 AJ8237'WEST OF
 AJ8237'GATE 2 OF THE EQUESTRIAN.
 AJ8237' 
 AJ8237'THE MONUMENT IS 48.5 FEET (14.78 M) SOUTH OF THE CENTERLINE OF STATE
 AJ8237'ROAD 76, 48.4 FEET 14.75
 AJ8237'M) WEST
 AJ8237'OF POWER POLE NOUMBER 3-97 345 FPL, 4.2 FEET (1.28 M) NORTH OF A WIRE
 AJ8237'FENCE AND 4.2 FEET (1.28
 AJ8237'M) NORTH
 AJ8237'OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ8237'UNSPECIFIED
 AJ8237'POSITION.
 AJ8237' 
 AJ8237'STATION RECOVERY (2002)
 AJ8237'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ8237'RECOVERED AS DESCRIBED.
 AJ8237' 
 AJ8237'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6164 ***********************************************************************
 AJ6164  DESIGNATION -  A 523
 AJ6164  PID         -  AJ6164
 AJ6164  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6164  USGS QUAD   -  OKEECHOBEE (1972)
 AJ6164
 AJ6164                         *CURRENT SURVEY CONTROL
 AJ6164  ___________________________________________________________________
 AJ6164* NAD 83(1999)-  27 11 47.92018(N)    080 49 50.00338(W)     ADJUSTED  
 AJ6164* NAVD 88     -        11.045  (meters)      36.24   (feet)  ADJUSTED  
 AJ6164  ___________________________________________________________________
 AJ6164  X           -     904,648.280 (meters)                     COMP
 AJ6164  Y           -  -5,604,403.608 (meters)                     COMP
 AJ6164  Z           -   2,897,605.786 (meters)                     COMP
 AJ6164  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AJ6164  ELLIP HEIGHT-         -15.54  (meters)          (12/12/02) GPS OBS
 AJ6164  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AJ6164  DYNAMIC HT  -          11.028 (meters)      36.18  (feet)  COMP
 AJ6164  MODELED GRAV-     979,088.2   (mgal)                       NAVD 88
 AJ6164
 AJ6164  HORZ ORDER  -  FIRST
 AJ6164  VERT ORDER  -  FIRST     CLASS II
 AJ6164  ELLP ORDER  -  FOURTH    CLASS I
 AJ6164
 AJ6164.The horizontal coordinates were established by GPS observations
 AJ6164.and adjusted by the National Geodetic Survey in December 2002..
 AJ6164
 AJ6164.The orthometric height was determined by differential leveling
 AJ6164.and adjusted by the National Geodetic Survey in January 2002..
 AJ6164
 AJ6164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6164
 AJ6164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6164
 AJ6164.The ellipsoidal height was determined by GPS observations
 AJ6164.and is referenced to NAD 83.
 AJ6164
 AJ6164.The geoid height was determined by GEOID03.
 AJ6164
 AJ6164.The dynamic height is computed by dividing the NAVD 88
 AJ6164.geopotential number by the normal gravity value computed on the
 AJ6164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6164.degrees latitude (g = 980.6199 gals.).
 AJ6164
 AJ6164.The modeled gravity was interpolated from observed gravity values.
 AJ6164
 AJ6164;                    North         East     Units Scale Factor Converg.
 AJ6164;SPC FL E     -   317,203.322   216,787.770   MT  0.99994465   +0 04 38.8
 AJ6164;SPC FL E     - 1,040,691.23    711,244.54   sFT  0.99994465   +0 04 38.8
 AJ6164;UTM  17      - 3,008,227.075   516,782.043   MT  0.99960348   +0 04 38.8
 AJ6164
 AJ6164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6164!SPC FL E     -   1.00000244  x   0.99994465  =   0.99994709
 AJ6164!UTM  17      -   1.00000244  x   0.99960348  =   0.99960592
 AJ6164
 AJ6164                          SUPERSEDED SURVEY CONTROL
 AJ6164
 AJ6164  NAVD 88 (12/12/02)   11.04   (m)           36.2    (f) LEVELING    3  
 AJ6164
 AJ6164.Superseded values are not recommended for survey control.
 AJ6164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6164.See file dsdata.txt to determine how the superseded data were derived.
 AJ6164
 AJ6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1678208227(NAD 83)
 AJ6164_MARKER: F = FLANGE-ENCASED ROD
 AJ6164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6164_STAMPING: A 523 2001 CERP
 AJ6164_MARK LOGO: USE   
 AJ6164_PROJECTION: RECESSED 10 CENTIMETERS
 AJ6164_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6164+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 AJ6164_ROD/PIPE-DEPTH: 24.3 meters
 AJ6164
 AJ6164  HISTORY     - Date     Condition        Report By
 AJ6164  HISTORY     - 20010513 MONUMENTED       EMCINC
 AJ6164  HISTORY     - 20021003 GOOD             MAPTEC
 AJ6164
 AJ6164                          STATION DESCRIPTION
 AJ6164
 AJ6164'DESCRIBED BY EMC INCORPORATED 2001 (CHP)
 AJ6164'THE STATION IS LOCATED IN OKEECHOBEE, FLORIDA ON THE HERBERT
 AJ6164'HOOVER LEVEE AT THE NORTH SIDE OF JAYCEE PARK AT LAKE OKEECHOBEE.
 AJ6164'LOCATED ON THE OKEECHOBEE QUAD SECTION 4, TOWNSHIP 38S, RANGE 35E.
 AJ6164' 
 AJ6164'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 AJ6164' 
 AJ6164'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441
 AJ6164'AND STATE ROAD 78 IN OKEECHOBEE, FLORIDA GO WEST ON STATE ROAD
 AJ6164'78 FOR 0.08 KILOMETERS (0.05 MILES) TO A ROAD LEADING SOUTH TO JAYCEE
 AJ6164'PARK, THENCE SOUTH 0.16 KILOMETERS (0.1 MILES) TO THE TOP OF
 AJ6164'HERBERT HOOVER LEVEE AND THE MARK ON LEFT ON TOP OF THE LEVEE.
 AJ6164' 
 AJ6164'THE STATION IS LOCATED 43.7 METERS (143.4 FEET) NORTHWEST OF A
 AJ6164'CONCRETE LIGHT POLE NEAR THE SOUTH TOE OF LEVEE, 16.9 METERS (55.4
 AJ6164'FEET) EAST OF THE INTERSECTION OF THE CENTER OF THE LEVEE AND
 AJ6164'CENTER OF ASPHALT ROAD OVER LEVEE, 5.7 METERS (18.7 FEET) EAST OF A
 AJ6164'CARSONITE WITNESS POST SET AT THE NORTH END OF A STEEL GUARD
 AJ6164'RAIL AND 2.9 METERS (9.5 FEET) SOUTH OF THE CENTER OF THE LEVEE.
 AJ6164'THE MARK IS A STAINLESS STEEL ROD INSIDE A 5-INCH LOGO COVER
 AJ6164'RECESSED 0.1 METERS (0.3 FEET). A MAGNET WAS PLACED INSIDE THE LOGO
 AJ6164'COVER.
 AJ6164' 
 AJ6164'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ6164' 
 AJ6164' 
 AJ6164'
 AJ6164
 AJ6164                          STATION RECOVERY (2002)
 AJ6164
 AJ6164'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CHP)
 AJ6164'THE STATION IS LOCATED IN OKEECHOBEE, FLORIDA ON THE HERBERT
 AJ6164'HOOVER LEVEE AT THE NORTH SIDE OF JAYCEE PARK AT LAKE OKEECHOBEE.
 AJ6164'LOCATED ON THE OKEECHOBEE QUAD SECTION 4, TOWNSHIP 38S, RANGE 35E.
 AJ6164' 
 AJ6164'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 AJ6164' 
 AJ6164'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441
 AJ6164'AND STATE ROAD 78 IN OKEECHOBEE, FLORIDA GO WEST ON STATE ROAD
 AJ6164'78 FOR 0.08 KILOMETERS (0.05 MILES) TO A ROAD LEADING SOUTH TO JAYCEE
 AJ6164'PARK, THENCE SOUTH 0.16 KILOMETERS (0.1 MILES) TO THE TOP OF
 AJ6164'HERBERT HOOVER LEVEE AND THE MARK ON LEFT ON TOP OF THE LEVEE.
 AJ6164' 
 AJ6164'THE STATION IS LOCATED 43.7 METERS (143.4 FEET) NORTHWEST OF A
 AJ6164'CONCRETE LIGHT POLE NEAR THE SOUTH TOE OF LEVEE, 16.9 METERS (55.4
 AJ6164'FEET) EAST OF THE INTERSECTION OF THE CENTER OF THE LEVEE AND
 AJ6164'CENTER OF ASPHALT ROAD OVER LEVEE, 5.7 METERS (18.7 FEET) EAST OF A
 AJ6164'CARSONITE WITNESS POST SET AT THE NORTH END OF A STEEL GUARD
 AJ6164'RAIL AND 2.9 METERS (9.5 FEET) SOUTH OF THE CENTER OF THE LEVEE.
 AJ6164'THE MARK IS A STAINLESS STEEL ROD INSIDE A 5-INCH LOGO COVER
 AJ6164'RECESSED 0.1 METERS (0.3 FEET). A MAGNET WAS PLACED INSIDE THE LOGO
 AJ6164'COVER.
 AJ6164' 
 AJ6164'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ6164' 
 AJ6164' 
 AJ6164'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6189 ***********************************************************************
 AJ6189  DESIGNATION -  A 524
 AJ6189  PID         -  AJ6189
 AJ6189  STATE/COUNTY-  FL/GLADES
 AJ6189  USGS QUAD   -  FISHEATING BAY (1971)
 AJ6189
 AJ6189                         *CURRENT SURVEY CONTROL
 AJ6189  ___________________________________________________________________
 AJ6189* NAD 83(1999)-  26 53 43.91515(N)    081 07 18.67723(W)     ADJUSTED  
 AJ6189* NAVD 88     -        10.351  (meters)      33.96   (feet)  ADJUSTED  
 AJ6189  ___________________________________________________________________
 AJ6189  X           -     878,484.845 (meters)                     COMP
 AJ6189  Y           -  -5,623,920.804 (meters)                     COMP
 AJ6189  Z           -   2,867,890.594 (meters)                     COMP
 AJ6189  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AJ6189  ELLIP HEIGHT-         -14.36  (meters)          (12/12/02) GPS OBS
 AJ6189  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AJ6189  DYNAMIC HT  -          10.335 (meters)      33.91  (feet)  COMP
 AJ6189  MODELED GRAV-     979,123.1   (mgal)                       NAVD 88
 AJ6189
 AJ6189  HORZ ORDER  -  FIRST
 AJ6189  VERT ORDER  -  FIRST     CLASS II
 AJ6189  ELLP ORDER  -  FOURTH    CLASS I
 AJ6189
 AJ6189.The horizontal coordinates were established by GPS observations
 AJ6189.and adjusted by the National Geodetic Survey in December 2002..
 AJ6189
 AJ6189.The orthometric height was determined by differential leveling
 AJ6189.and adjusted by the National Geodetic Survey in January 2002..
 AJ6189
 AJ6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6189
 AJ6189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6189
 AJ6189.The ellipsoidal height was determined by GPS observations
 AJ6189.and is referenced to NAD 83.
 AJ6189
 AJ6189.The geoid height was determined by GEOID03.
 AJ6189
 AJ6189.The dynamic height is computed by dividing the NAVD 88
 AJ6189.geopotential number by the normal gravity value computed on the
 AJ6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6189.degrees latitude (g = 980.6199 gals.).
 AJ6189
 AJ6189.The modeled gravity was interpolated from observed gravity values.
 AJ6189
 AJ6189;                    North         East     Units Scale Factor Converg.
 AJ6189;SPC FL E     -   283,835.218   187,894.867   MT  0.99994298   -0 03 18.4
 AJ6189;SPC FL E     -   931,216.04    616,451.74   sFT  0.99994298   -0 03 18.4
 AJ6189;UTM  17      - 2,974,870.356   487,898.997   MT  0.99960181   -0 03 18.4
 AJ6189
 AJ6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6189!SPC FL E     -   1.00000226  x   0.99994298  =   0.99994524
 AJ6189!UTM  17      -   1.00000226  x   0.99960181  =   0.99960407
 AJ6189
 AJ6189                          SUPERSEDED SURVEY CONTROL
 AJ6189
 AJ6189  NAVD 88 (12/12/02)   10.35   (m)           34.0    (f) LEVELING    3  
 AJ6189
 AJ6189.Superseded values are not recommended for survey control.
 AJ6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6189.See file dsdata.txt to determine how the superseded data were derived.
 AJ6189
 AJ6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK8789974870(NAD 83)
 AJ6189_MARKER: DD = SURVEY DISK
 AJ6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6189_STAMPING: A 524 2001 CERP
 AJ6189_MARK LOGO: USE   
 AJ6189_PROJECTION: RECESSED 10 CENTIMETERS
 AJ6189_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6189+STABILITY: SURFACE MOTION
 AJ6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6189+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 AJ6189
 AJ6189  HISTORY     - Date     Condition        Report By
 AJ6189  HISTORY     - 20010512 MONUMENTED       EMCINC
 AJ6189  HISTORY     - 20021003 GOOD             MAPTEC
 AJ6189
 AJ6189                          STATION DESCRIPTION
 AJ6189
 AJ6189'DESCRIBED BY EMC INCORPORATED 2001 (MKC)
 AJ6189'THE STATION IS LOCATED APPROXIMATELY 8.9 KILOMETERS (5.5 MILES)
 AJ6189'SOUTH OF LAKEPORT, FLORIDA ON HERBERT HOOVER LEVEE
 AJ6189'APPROXIMATELY 7.2 KILOMETERS (4.5 MILES) NORTHWEST OF MOORE
 AJ6189'HAVEN, FLORIDA.  LOCATED ON THE FISHEATING BAY QUAD SECTION 21,
 AJ6189'TOWNSHIP 41 SOUTH, RANGE 32 EAST.
 AJ6189' 
 AJ6189'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6189' 
 AJ6189'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 74 AND
 AJ6189'STATE ROAD 78 IN LAKEPORT, FLORIDA GO SOUTH ON STATE ROAD 78 FOR 5.64
 AJ6189'KILOMETERS (3.5 MILES) TO THE TOP OF HERBERT HOOVER LEVEE, THENCE
 AJ6189'CONTINUE SOUTH ON THE LEVEE 0.16 KILOMETERS (0.1 MILES) TO A GATE ON
 AJ6189'THE LEVEE, THENCE CONTINUE SOUTH ON THE LEVEE 3.06 KILOMETERS (1.9
 AJ6189'MILES) TO THE MARK ON LEFT, ON THE LAKE SIDE OF THE LEVEE.
 AJ6189' 
 AJ6189'THE STATION IS 2.9 METERS (9.5 FEET) EAST OF THE CENTER OF THE LEVEE,
 AJ6189'0.8 METERS (2.6 FEET) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AJ6189'0.25 METERS (0.8 FEET) SOUTH OF A MAGNET BURIED 0.1 METERS (0.3 FEET)
 AJ6189'BELOW GROUND.
 AJ6189' 
 AJ6189' 
 AJ6189'
 AJ6189
 AJ6189                          STATION RECOVERY (2002)
 AJ6189
 AJ6189'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (MKC)
 AJ6189'THE STATION IS LOCATED APPROXIMATELY 8.9 KILOMETERS (5.5 MILES)
 AJ6189'SOUTH OF LAKEPORT, FLORIDA ON HERBERT HOOVER LEVEE
 AJ6189'APPROXIMATELY 7.2 KILOMETERS (4.5 MILES) NORTHWEST OF MOORE
 AJ6189'HAVEN, FLORIDA.  LOCATED ON THE FISHEATING BAY QUAD SECTION 21,
 AJ6189'TOWNSHIP 41 SOUTH, RANGE 32 EAST.
 AJ6189' 
 AJ6189'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6189' 
 AJ6189'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 74 AND
 AJ6189'STATE ROAD 78 IN LAKEPORT, FLORIDA GO SOUTH ON STATE ROAD 78 FOR 5.64
 AJ6189'KILOMETERS (3.5 MILES) TO THE TOP OF HERBERT HOOVER LEVEE, THENCE
 AJ6189'CONTINUE SOUTH ON THE LEVEE 0.16 KILOMETERS (0.1 MILES) TO A GATE ON
 AJ6189'THE LEVEE, THENCE CONTINUE SOUTH ON THE LEVEE 3.06 KILOMETERS (1.9
 AJ6189'MILES) TO THE MARK ON LEFT, ON THE LAKE SIDE OF THE LEVEE.
 AJ6189' 
 AJ6189'THE STATION IS 2.9 METERS (9.5 FEET) EAST OF THE CENTER OF THE LEVEE,
 AJ6189'0.8 METERS (2.6 FEET) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AJ6189'0.25 METERS (0.8 FEET) SOUTH OF A MAGNET BURIED 0.1 METERS (0.3 FEET)
 AJ6189'BELOW GROUND.
 AJ6189' 
 AJ6189' 
 AJ6189'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6219 ***********************************************************************
 AJ6219  DESIGNATION -  A 525
 AJ6219  PID         -  AJ6219
 AJ6219  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6219  USGS QUAD   -  MARCY (1970)
 AJ6219
 AJ6219                         *CURRENT SURVEY CONTROL
 AJ6219  ___________________________________________________________________
 AJ6219* NAD 83(1999)-  27 09 45.06186(N)    080 43 03.00232(W)     ADJUSTED  
 AJ6219* NAVD 88     -        11.967  (meters)      39.26   (feet)  ADJUSTED  
 AJ6219  ___________________________________________________________________
 AJ6219  X           -     915,983.841 (meters)                     COMP
 AJ6219  Y           -  -5,604,313.065 (meters)                     COMP
 AJ6219  Z           -   2,894,242.200 (meters)                     COMP
 AJ6219  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AJ6219  ELLIP HEIGHT-         -14.73  (meters)          (12/12/02) GPS OBS
 AJ6219  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AJ6219  DYNAMIC HT  -          11.948 (meters)      39.20  (feet)  COMP
 AJ6219  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 AJ6219
 AJ6219  HORZ ORDER  -  FIRST
 AJ6219  VERT ORDER  -  FIRST     CLASS II
 AJ6219  ELLP ORDER  -  FOURTH    CLASS I
 AJ6219
 AJ6219.The horizontal coordinates were established by GPS observations
 AJ6219.and adjusted by the National Geodetic Survey in December 2002..
 AJ6219
 AJ6219.The orthometric height was determined by differential leveling
 AJ6219.and adjusted by the National Geodetic Survey in January 2002..
 AJ6219
 AJ6219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6219
 AJ6219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6219
 AJ6219.The ellipsoidal height was determined by GPS observations
 AJ6219.and is referenced to NAD 83.
 AJ6219
 AJ6219.The geoid height was determined by GEOID03.
 AJ6219
 AJ6219.The dynamic height is computed by dividing the NAVD 88
 AJ6219.geopotential number by the normal gravity value computed on the
 AJ6219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6219.degrees latitude (g = 980.6199 gals.).
 AJ6219
 AJ6219.The modeled gravity was interpolated from observed gravity values.
 AJ6219
 AJ6219;                    North         East     Units Scale Factor Converg.
 AJ6219;SPC FL E     -   313,442.186   227,997.441   MT  0.99995085   +0 07 44.3
 AJ6219;SPC FL E     - 1,028,351.57    748,021.60   sFT  0.99995085   +0 07 44.3
 AJ6219;UTM  17      - 3,004,467.222   527,987.889   MT  0.99960967   +0 07 44.3
 AJ6219
 AJ6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6219!SPC FL E     -   1.00000231  x   0.99995085  =   0.99995316
 AJ6219!UTM  17      -   1.00000231  x   0.99960967  =   0.99961198
 AJ6219
 AJ6219|---------------------------------------------------------------------|
 AJ6219| PID    Reference Object                     Distance      Geod. Az  |
 AJ6219|                                                           dddmmss.s |
 AJ6219| AJ8520 L 544                               247.933 METERS 05108     |
 AJ6219|---------------------------------------------------------------------|
 AJ6219
 AJ6219                          SUPERSEDED SURVEY CONTROL
 AJ6219
 AJ6219  NAVD 88 (12/12/02)   11.97   (m)           39.3    (f) LEVELING    3  
 AJ6219
 AJ6219.Superseded values are not recommended for survey control.
 AJ6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6219.See file dsdata.txt to determine how the superseded data were derived.
 AJ6219
 AJ6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2798804467(NAD 83)
 AJ6219_MARKER: DD = SURVEY DISK
 AJ6219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ6219_SP_SET: CONCRETE LOCKWALL
 AJ6219_STAMPING: A 525 2001 CERP
 AJ6219_MARK LOGO: USE   
 AJ6219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6219+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 AJ6219
 AJ6219  HISTORY     - Date     Condition        Report By
 AJ6219  HISTORY     - 20010515 MONUMENTED       EMCINC
 AJ6219  HISTORY     - 20021003 GOOD             MAPTEC
 AJ6219
 AJ6219                          STATION DESCRIPTION
 AJ6219
 AJ6219'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ6219'THE STATION IS LOCATED APPROXIMATELY 13.7 KILOMETERS (8.5 MILES)
 AJ6219'SOUTHEAST OF OKEECHOBEE, FLORIDA SET IN FLOOD CONTROL STRUCTURE
 AJ6219'G36 ON THE HERBERT HOOVER LEVEE.  LOCATED ON THE MARCY QUAD,
 AJ6219'SECTION 15, TOWNSHIP 38 SOUTH, RANGE 36 EAST.
 AJ6219' 
 AJ6219'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6219' 
 AJ6219'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 78 AND
 AJ6219'U.S. HIGHWAY 441/98 GO SOUTHEAST ON U.S. 441/98 FOR 7.42 KILOMETERS
 AJ6219'(4.6 MILES) TO AN ASPHALT ACCESS ROAD ON RIGHT LEADING TO
 AJ6219'STRUCTURE S 191, THENCE SOUTHWEST ON ACCESS ROAD 0.16
 AJ6219'KILOMETERS (0.1 MILES) TO THE TOP OF HERBERT HOOBER LEVEE AND A GATE
 AJ6219'ON THE LEFT, THENCE SOUTHEAST ON THE LEVEE 0.16 KILOMETERS (0.1
 AJ6219'MILES) TO STRUCTURE S 191, THENCE CONTINUE SOUTHEAST ON LEVEE 5.56
 AJ6219'KILOMETERS (3.45 MILES) TO THE MARK ON LEFT, ON STRUCTURE G36. ALSO
 AJ6219'FROM
 AJ6219'THE INTERSECTION STATE ROAD 78 AND U.S. 441/98 GO SOUTHEAST ON U.S.
 AJ6219'441/98
 AJ6219'13.38 KILOMETERS (8.3 MILES) TO AN ASPHALT ACCESS ROAD ON RIGHT
 AJ6219'LEADING TO
 AJ6219'STRUCTURE G36, THENCE SOUTHWEST ON ACCESS ROAD 0.16 KILOMETERS
 AJ6219'(0.1 MILES) TO A GATE AT A BRIDGE, THENCE CONTINUE SOUTHWEST 0.16
 AJ6219'KILOMETERS
 AJ6219'(0.1 MILES) TO THE TOP OF HERBERT HOOVER LEVEE, THENCE NORTHWEST 0.08
 AJ6219'KILOMETERS (0.05 MILES) TO THE MARK ON RIGHT, ON STRUCTURE G36.
 AJ6219' 
 AJ6219'THE STATION IS 4.5 METERS (14.8 FEET) NORTHEAST OF THE NORTHEAST
 AJ6219'CORNER OF LOCK CONTROL HOUSE, 2.8 METERS (9.2 FEET) NORTHWEST OF
 AJ6219'THE CENTER OF THE LOCK CHAMBER, 0.2 METERS (0.7 FEET) SOUTHEAST OF
 AJ6219'THE TOP OF CONCRETE STAIRS, 1.8 METERS (5.9 FEET) NORTHEAST OF THE
 AJ6219'CENTER OF THE ROAD ON STRUCTURE.
 AJ6219' 
 AJ6219'
 AJ6219
 AJ6219                          STATION RECOVERY (2002)
 AJ6219
 AJ6219'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (WJB)
 AJ6219'THE STATION IS LOCATED APPROXIMATELY 13.7 KILOMETERS (8.5 MILES)
 AJ6219'SOUTHEAST OF OKEECHOBEE, FLORIDA SET IN FLOOD CONTROL STRUCTURE
 AJ6219'G36 ON THE HERBERT HOOVER LEVEE.  LOCATED ON THE MARCY QUAD,
 AJ6219'SECTION 15, TOWNSHIP 38 SOUTH, RANGE 36 EAST.
 AJ6219' 
 AJ6219'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6219' 
 AJ6219'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 78 AND
 AJ6219'U.S. HIGHWAY 441/98 GO SOUTHEAST ON U.S. 441/98 FOR 7.42 KILOMETERS
 AJ6219'(4.6 MILES) TO AN ASPHALT ACCESS ROAD ON RIGHT LEADING TO
 AJ6219'STRUCTURE S 191, THENCE SOUTHWEST ON ACCESS ROAD 0.16
 AJ6219'KILOMETERS (0.1 MILES) TO THE TOP OF HERBERT HOOBER LEVEE AND A GATE
 AJ6219'ON THE LEFT, THENCE SOUTHEAST ON THE LEVEE 0.16 KILOMETERS (0.1
 AJ6219'MILES) TO STRUCTURE S 191, THENCE CONTINUE SOUTHEAST ON LEVEE 5.56
 AJ6219'KILOMETERS (3.45 MILES) TO THE MARK ON LEFT, ON STRUCTURE G36. ALSO
 AJ6219'FROM
 AJ6219'THE INTERSECTION STATE ROAD 78 AND U.S. 441/98 GO SOUTHEAST ON U.S.
 AJ6219'441/98
 AJ6219'13.38 KILOMETERS (8.3 MILES) TO AN ASPHALT ACCESS ROAD ON RIGHT
 AJ6219'LEADING TO
 AJ6219'STRUCTURE G36, THENCE SOUTHWEST ON ACCESS ROAD 0.16 KILOMETERS
 AJ6219'(0.1 MILES) TO A GATE AT A BRIDGE, THENCE CONTINUE SOUTHWEST 0.16
 AJ6219'KILOMETERS
 AJ6219'(0.1 MILES) TO THE TOP OF HERBERT HOOVER LEVEE, THENCE NORTHWEST 0.08
 AJ6219'KILOMETERS (0.05 MILES) TO THE MARK ON RIGHT, ON STRUCTURE G36.
 AJ6219' 
 AJ6219'THE STATION IS 4.5 METERS (14.8 FEET) NORTHEAST OF THE NORTHEAST
 AJ6219'CORNER OF LOCK CONTROL HOUSE, 2.8 METERS (9.2 FEET) NORTHWEST OF
 AJ6219'THE CENTER OF THE LOCK CHAMBER, 0.2 METERS (0.7 FEET) SOUTHEAST OF
 AJ6219'THE TOP OF CONCRETE STAIRS, 1.8 METERS (5.9 FEET) NORTHEAST OF THE
 AJ6219'CENTER OF THE ROAD ON STRUCTURE.
 AJ6219' 
 AJ6219'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6597 ***********************************************************************
 AJ6597  DESIGNATION -  A 526
 AJ6597  PID         -  AJ6597
 AJ6597  STATE/COUNTY-  FL/COLLIER
 AJ6597  USGS QUAD   -  CALIFORNIA SLOUGH (1974)
 AJ6597
 AJ6597                         *CURRENT SURVEY CONTROL
 AJ6597  ___________________________________________________________________
 AJ6597* NAD 83(1999)-  26 10 16.83375(N)    080 57 21.09925(W)     ADJUSTED  
 AJ6597* NAVD 88     -         3.409  (meters)      11.18   (feet)  ADJUSTED  
 AJ6597  ___________________________________________________________________
 AJ6597  X           -     900,407.841 (meters)                     COMP
 AJ6597  Y           -  -5,656,743.647 (meters)                     COMP
 AJ6597  Z           -   2,796,101.810 (meters)                     COMP
 AJ6597  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AJ6597  ELLIP HEIGHT-         -21.36  (meters)          (12/12/02) GPS OBS
 AJ6597  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ6597  DYNAMIC HT  -           3.404 (meters)      11.17  (feet)  COMP
 AJ6597  MODELED GRAV-     979,029.3   (mgal)                       NAVD 88
 AJ6597
 AJ6597  HORZ ORDER  -  FIRST
 AJ6597  VERT ORDER  -  FIRST     CLASS II
 AJ6597  ELLP ORDER  -  FOURTH    CLASS I
 AJ6597
 AJ6597.The horizontal coordinates were established by GPS observations
 AJ6597.and adjusted by the National Geodetic Survey in December 2002..
 AJ6597
 AJ6597.The orthometric height was determined by differential leveling
 AJ6597.and adjusted by the National Geodetic Survey in January 2002..
 AJ6597
 AJ6597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6597
 AJ6597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6597
 AJ6597.The ellipsoidal height was determined by GPS observations
 AJ6597.and is referenced to NAD 83.
 AJ6597
 AJ6597.The geoid height was determined by GEOID03.
 AJ6597
 AJ6597.The dynamic height is computed by dividing the NAVD 88
 AJ6597.geopotential number by the normal gravity value computed on the
 AJ6597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6597.degrees latitude (g = 980.6199 gals.).
 AJ6597
 AJ6597.The modeled gravity was interpolated from observed gravity values.
 AJ6597
 AJ6597;                    North         East     Units Scale Factor Converg.
 AJ6597;SPC FL E     -   203,597.420   204,412.416   MT  0.99994142   +0 01 10.1
 AJ6597;SPC FL E     -   667,969.20    670,643.07   sFT  0.99994142   +0 01 10.1
 AJ6597;UTM  17      - 2,894,659.935   504,410.910   MT  0.99960024   +0 01 10.1
 AJ6597
 AJ6597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6597!SPC FL E     -   1.00000336  x   0.99994142  =   0.99994478
 AJ6597!UTM  17      -   1.00000336  x   0.99960024  =   0.99960359
 AJ6597
 AJ6597:                Primary Azimuth Mark                     Grid Az
 AJ6597:SPC FL E     -  I75 90 A100                              093 19 11.1
 AJ6597:UTM  17      -  I75 90 A100                              093 19 11.1
 AJ6597
 AJ6597|---------------------------------------------------------------------|
 AJ6597| PID    Reference Object                     Distance      Geod. Az  |
 AJ6597|                                                           dddmmss.s |
 AJ6597| AH2071 I75 90 A100                         408.778 METERS 0932021.2 |
 AJ6597|---------------------------------------------------------------------|
 AJ6597
 AJ6597                          SUPERSEDED SURVEY CONTROL
 AJ6597
 AJ6597  NAVD 88 (12/12/02)    3.41   (m)           11.2    (f) LEVELING    3  
 AJ6597
 AJ6597.Superseded values are not recommended for survey control.
 AJ6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6597.See file dsdata.txt to determine how the superseded data were derived.
 AJ6597
 AJ6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ0441194660(NAD 83)
 AJ6597_MARKER: F = FLANGE-ENCASED ROD
 AJ6597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6597_STAMPING: A 526 2001 CERP
 AJ6597_MARK LOGO: NONE  
 AJ6597_PROJECTION: RECESSED 5 CENTIMETERS
 AJ6597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ6597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6597+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 AJ6597_ROD/PIPE-DEPTH: 18.3 meters
 AJ6597
 AJ6597  HISTORY     - Date     Condition        Report By
 AJ6597  HISTORY     - 2001     MONUMENTED       LDBLS
 AJ6597  HISTORY     - 20020322 GOOD             MAPTEC
 AJ6597  HISTORY     - 20030905 GOOD             FLDEP
 AJ6597
 AJ6597                          STATION DESCRIPTION
 AJ6597
 AJ6597'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ6597'THE MARK IS ABOUT 51.8 KM (32.2 MI) WEST OF ANDYTOWN, ABOUT 73.1 KM
 AJ6597'(45.4 MI)
 AJ6597'EAST OF I-75 (EXIT 15) OVERPASS OVER COUNTY ROAD 951 NEAR NAPLES IN
 AJ6597'ESTIMATED
 AJ6597'SECTION 5, TOWNSHIP 50 SOUTH, RANGE 34 EAST, COLLIER COUNTY FLORIDA.
 AJ6597'OWNERSHIP-
 AJ6597'FLORIDA DEPARTMENT OF TRANSPORTATION
 AJ6597' 
 AJ6597'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND SNAKE ROAD (I-75
 AJ6597'EXIT 14,
 AJ6597'41.8 KM (26.0 MI) WEST OF ANDYTOWN ) GO WEST ON I-75, 9.9 KM (6.15 MI)
 AJ6597'TO THE
 AJ6597'MARK ON THE RIGHT. ALSO THE MARK IS 11.8 KM (7.35 MI) EAST OF A
 AJ6597'COMMUNICATIONS
 AJ6597'TOWER 22.5 KM (14.0 MI) WEST OF THE INTERSECTION OF I-75 AND SNAKE
 AJ6597'ROAD, AT
 AJ6597'APPROXIMATE MILE POST 63.5 AND ACROSS I- 75 FROM THE EAST BOUND REST
 AJ6597'AREA).
 AJ6597' 
 AJ6597'THE MARK IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH AN
 AJ6597'ACCESS CAP
 AJ6597'RECESSED 0.06 M (0.2 FT) BELOW THE GROUND. THE DATUM POINT IS RECESSED
 AJ6597'0.09 M
 AJ6597'(0.3 FT) BELOW THE LEVEL OF THE ACCESS CAP, ABOUT 1.8 M (6 FT) BELOW
 AJ6597'THE LEVEL
 AJ6597'OF THE I-75 WEST BOUND LANES, 16.37 M (53.7 FT) NORTH OF THE
 AJ6597'CENTERLINE OF THE
 AJ6597'WEST BOUND LANES OF I- 75, 24.90 M (81.7 FT) WEST OF A WOOD POWER
 AJ6597'POLE, 10.06
 AJ6597'M (33.0 FT) WEST OF THE CENTER OF A CONCRETE PIPE CULVERT
 AJ6597'(CROSS-DRAIN), 2.90
 AJ6597'M (9.5 FT) SOUTH OF THE CHAIN LINK FENCE AND 2.80 M (9.2 FT) SOUTH OF
 AJ6597'A
 AJ6597'CARSONITE WITNESS POST.
 AJ6597' 
 AJ6597'NOTE - A MAGNET WAS PLACED INSIDE PVC PIPE SLEEVE BENEATH THE ACCESS
 AJ6597'CAP.
 AJ6597' 
 AJ6597' 
 AJ6597'
 AJ6597
 AJ6597                          STATION RECOVERY (2002)
 AJ6597
 AJ6597'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ6597'RECOVERED AS DESCRIBED.
 AJ6597'
 AJ6597
 AJ6597                          STATION RECOVERY (2003)
 AJ6597
 AJ6597'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (RWH)
 AJ6597'RECOVERED AS DESCRIBED.
 AJ6597' 
 AJ6597'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6602 ***********************************************************************
 AJ6602  DESIGNATION -  A 527
 AJ6602  PID         -  AJ6602
 AJ6602  STATE/COUNTY-  FL/COLLIER
 AJ6602  USGS QUAD   -  BELLE MEADE (1991)
 AJ6602
 AJ6602                         *CURRENT SURVEY CONTROL
 AJ6602  ___________________________________________________________________
 AJ6602* NAD 83(1999)-  26 04 45.52837(N)    081 41 15.38315(W)     ADJUSTED  
 AJ6602* NAVD 88     -         2.527  (meters)       8.29   (feet)  ADJUSTED  
 AJ6602  ___________________________________________________________________
 AJ6602  X           -     828,741.130 (meters)                     COMP
 AJ6602  Y           -  -5,672,224.247 (meters)                     COMP
 AJ6602  Z           -   2,786,947.784 (meters)                     COMP
 AJ6602  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AJ6602  ELLIP HEIGHT-         -20.97  (meters)          (12/12/02) GPS OBS
 AJ6602  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AJ6602  DYNAMIC HT  -           2.523 (meters)       8.28  (feet)  COMP
 AJ6602  MODELED GRAV-     979,043.0   (mgal)                       NAVD 88
 AJ6602
 AJ6602  HORZ ORDER  -  FIRST
 AJ6602  VERT ORDER  -  FIRST     CLASS II
 AJ6602  ELLP ORDER  -  FOURTH    CLASS I
 AJ6602
 AJ6602.The horizontal coordinates were established by GPS observations
 AJ6602.and adjusted by the National Geodetic Survey in December 2002..
 AJ6602
 AJ6602.The orthometric height was determined by differential leveling
 AJ6602.and adjusted by the National Geodetic Survey in January 2002..
 AJ6602
 AJ6602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6602
 AJ6602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6602
 AJ6602.The ellipsoidal height was determined by GPS observations
 AJ6602.and is referenced to NAD 83.
 AJ6602
 AJ6602.The geoid height was determined by GEOID03.
 AJ6602
 AJ6602.The dynamic height is computed by dividing the NAVD 88
 AJ6602.geopotential number by the normal gravity value computed on the
 AJ6602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6602.degrees latitude (g = 980.6199 gals.).
 AJ6602
 AJ6602.The modeled gravity was interpolated from observed gravity values.
 AJ6602
 AJ6602;                    North         East     Units Scale Factor Converg.
 AJ6602;SPC FL E     -   193,582.828   131,207.735   MT  0.99999959   -0 18 08.3
 AJ6602;SPC FL E     -   635,112.99    430,470.71   sFT  0.99999959   -0 18 08.3
 AJ6602;UTM  17      - 2,884,648.760   431,231.207   MT  0.99965839   -0 18 08.3
 AJ6602
 AJ6602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6602!SPC FL E     -   1.00000329  x   0.99999959  =   1.00000288
 AJ6602!UTM  17      -   1.00000329  x   0.99965839  =   0.99966168
 AJ6602
 AJ6602                          SUPERSEDED SURVEY CONTROL
 AJ6602
 AJ6602  NAVD 88 (12/12/02)    2.53   (m)            8.3    (f) LEVELING    3  
 AJ6602
 AJ6602.Superseded values are not recommended for survey control.
 AJ6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6602.See file dsdata.txt to determine how the superseded data were derived.
 AJ6602
 AJ6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3123184649(NAD 83)
 AJ6602_MARKER: F = FLANGE-ENCASED ROD
 AJ6602_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ6602+WITH SETTING: INFORMATION.
 AJ6602_STAMPING: A 527 2001 CERP
 AJ6602_MARK LOGO: NONE  
 AJ6602_PROJECTION: RECESSED 3 CENTIMETERS
 AJ6602_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ6602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6602+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002
 AJ6602_ROD/PIPE-DEPTH: 2.87 meters
 AJ6602_SLEEVE-DEPTH  : 0.46 meters
 AJ6602
 AJ6602  HISTORY     - Date     Condition        Report By
 AJ6602  HISTORY     - 20010629 MONUMENTED       LDBLS
 AJ6602  HISTORY     - 20020318 GOOD             MAPTEC
 AJ6602
 AJ6602                          STATION DESCRIPTION
 AJ6602
 AJ6602'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ6602'THE MARK IS ABOUT 11.3 KM (7.0 MI) EAST OF NAPLES, AND APPROXIMATELY
 AJ6602'13.7 KM
 AJ6602'(8.5 MI) NORTH OF MARCO ISLAND IN SECTION 35, TOWNSHIP 50 SOUTH, RANGE
 AJ6602'26
 AJ6602'EAST, COLLIER COUNTY FLORIDA. OWNERSHIP- COLLIER COUNTY
 AJ6602' 
 AJ6602'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AJ6602'951 (I-75
 AJ6602'EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 9.0 KM (5.6 MI)
 AJ6602'TO THE
 AJ6602'MARK ON THE LEFT IN THE MEDIAN.
 AJ6602' 
 AJ6602'THE MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A ACCESS CAP
 AJ6602'RECESSED
 AJ6602'0.06 M (0.2 FT) BELOW THE LEVEL OF THE GROUND. THE DATUM POINT IS
 AJ6602'RECESSED
 AJ6602'0.03 M (0.1 FT) BELOW THE LEVEL OF THE ACCESS CAP, ABOUT 0.61 M (2.0
 AJ6602'FT)
 AJ6602'BELOW THE LEVEL OF THE COUNTY ROAD NO. 951 TRAFFIC LANES, 11.19 M
 AJ6602'(36.7 FT)
 AJ6602'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF COUNTY ROAD NO. 951,
 AJ6602'8.26 M
 AJ6602'(27.1 FT) OF THE CENTERLINE OF THE NORTH BOUND LANES OF COUNTY ROAD
 AJ6602'NO. 951,
 AJ6602'1.52 M (5.0 FT) NORTHERLY OF THE SOUTH END OF A STEEL GUARDRAIL AND
 AJ6602'15.45 M
 AJ6602'(50.7 FT) SOUTHERLY OF A OVERHEAD (THREE WIRE) GUY CABLE.
 AJ6602' 
 AJ6602'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ6602' 
 AJ6602' 
 AJ6602' 
 AJ6602'
 AJ6602
 AJ6602                          STATION RECOVERY (2002)
 AJ6602
 AJ6602'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ6602'RECOVERED AS DESCRIBED.
 AJ6602'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5676 ***********************************************************************
 AJ5676  DESIGNATION -  A 528
 AJ5676  PID         -  AJ5676
 AJ5676  STATE/COUNTY-  FL/ST LUCIE
 AJ5676  USGS QUAD   -  FORT PIERCE NW (1983)
 AJ5676
 AJ5676                         *CURRENT SURVEY CONTROL
 AJ5676  ___________________________________________________________________
 AJ5676* NAD 83(1999)-  27 24 50.91859(N)    080 23 36.41945(W)     ADJUSTED  
 AJ5676* NAVD 88     -         5.817  (meters)      19.08   (feet)  ADJUSTED  
 AJ5676  ___________________________________________________________________
 AJ5676  X           -     945,531.364 (meters)                     COMP
 AJ5676  Y           -  -5,586,433.082 (meters)                     COMP
 AJ5676  Z           -   2,919,018.282 (meters)                     COMP
 AJ5676  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AJ5676  ELLIP HEIGHT-         -21.52  (meters)          (12/12/02) GPS OBS
 AJ5676  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ5676  DYNAMIC HT  -           5.808 (meters)      19.06  (feet)  COMP
 AJ5676  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 AJ5676
 AJ5676  HORZ ORDER  -  FIRST
 AJ5676  VERT ORDER  -  FIRST     CLASS II
 AJ5676  ELLP ORDER  -  SECOND    CLASS II
 AJ5676
 AJ5676.The horizontal coordinates were established by GPS observations
 AJ5676.and adjusted by the National Geodetic Survey in December 2002..
 AJ5676
 AJ5676.The orthometric height was determined by differential leveling
 AJ5676.and adjusted by the National Geodetic Survey in November 2001..
 AJ5676
 AJ5676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5676
 AJ5676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5676
 AJ5676.The ellipsoidal height was determined by GPS observations
 AJ5676.and is referenced to NAD 83.
 AJ5676
 AJ5676.The geoid height was determined by GEOID03.
 AJ5676
 AJ5676.The dynamic height is computed by dividing the NAVD 88
 AJ5676.geopotential number by the normal gravity value computed on the
 AJ5676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5676.degrees latitude (g = 980.6199 gals.).
 AJ5676
 AJ5676.The modeled gravity was interpolated from observed gravity values.
 AJ5676
 AJ5676;                    North         East     Units Scale Factor Converg.
 AJ5676;SPC FL E     -   341,437.499   259,978.077   MT  0.99998557   +0 16 45.4
 AJ5676;SPC FL E     - 1,120,199.53    852,944.74   sFT  0.99998557   +0 16 45.4
 AJ5676;UTM  17      - 3,032,452.984   559,957.613   MT  0.99964437   +0 16 45.4
 AJ5676
 AJ5676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5676!SPC FL E     -   1.00000338  x   0.99998557  =   0.99998895
 AJ5676!UTM  17      -   1.00000338  x   0.99964437  =   0.99964775
 AJ5676
 AJ5676                          SUPERSEDED SURVEY CONTROL
 AJ5676
 AJ5676  NAVD 88 (12/12/02)    5.82   (m)           19.1    (f) LEVELING    3  
 AJ5676
 AJ5676.Superseded values are not recommended for survey control.
 AJ5676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5676.See file dsdata.txt to determine how the superseded data were derived.
 AJ5676
 AJ5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5995832453(NAD 83)
 AJ5676_MARKER: DD = SURVEY DISK
 AJ5676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5676_STAMPING: A 528 2001 CERP
 AJ5676_MARK LOGO: USE   
 AJ5676_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5676+STABILITY: SURFACE MOTION
 AJ5676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5676+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 AJ5676
 AJ5676  HISTORY     - Date     Condition        Report By
 AJ5676  HISTORY     - 20010522 MONUMENTED       EMCINC
 AJ5676  HISTORY     - 20020415 GOOD             MAPTEC
 AJ5676
 AJ5676                          STATION DESCRIPTION
 AJ5676
 AJ5676'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ5676'THE STATION IS LOCATED IN FORT PIERCE, FLORIDA ON THE SOUTH
 AJ5676'SHOULDER OF STATE ROAD 70 AND APPROXIMATELY 45.10 METERS (148.0
 AJ5676'FEET) EAST OF THE CENTER OF THE NORTH BOUND LANE OF DARTER
 AJ5676'CENTER LOCATED ON FORT PIERCE NORTHWEST QUAD SECTION 24,
 AJ5676'TOWNSHIP-35 SOUTH, RANGE-39-E
 AJ5676'.
 AJ5676'OWNERSHIP  FLDT.
 AJ5676' 
 AJ5676'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND
 AJ5676'STATE ROAD 70 IN FORT PIERCE, FLORIDA GO WEST ON STATE ROAD 70, 0.40
 AJ5676'KILOMETERS (0.25 MILES) TO A TURN LANE ON LEFT, CONTINUE WEST IN THE
 AJ5676'TURN LANE 0.08 KILOMETERS (0.05 MILES) TO THE MARK ON LEFT
 AJ5676'APPROXIMATELY 4.0 METERS SOUTH OF THE SOUTH EDGE OF STATE ROAD
 AJ5676'70 EAST BOUND LANE.
 AJ5676' 
 AJ5676'THE STATION IS 45.1 METERS (148.0 FEET) EAST OF THE APPROXIMATE
 AJ5676'CENTER OF THE NORTH BOUND LANES OF DARTER CENTER, 10.6 METERS
 AJ5676'(34.8 FEET) SOUTH OF THE CENTER OF THE EAST BOUND LAND OF STATE
 AJ5676'ROAD 70, 1.53 METERS (5.0 FEET) WEST OF THE NORTH LEG OF A LARGE
 AJ5676'INTERSTATE 95 SIGN, 8.2 METERS (27.0 FEET) NORTH OF A FENCE, 1.1
 AJ5676'METERS (3.4 FEET) NORTH OF A CARSONITE WITNESS POST AND 0.25
 AJ5676'METERS (0.8 FEET) SOUTH OF A MAGNET BURIED O.10 METERS (0.3 FEET).
 AJ5676' 
 AJ5676'
 AJ5676
 AJ5676                          STATION RECOVERY (2002)
 AJ5676
 AJ5676'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ5676'RECOVERED AS DESCRIBED
 AJ5676'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5671 ***********************************************************************
 AJ5671  DESIGNATION -  A 529
 AJ5671  PID         -  AJ5671
 AJ5671  STATE/COUNTY-  FL/GLADES
 AJ5671  USGS QUAD   -  BRIGHTON NW (1983)
 AJ5671
 AJ5671                         *CURRENT SURVEY CONTROL
 AJ5671  ___________________________________________________________________
 AJ5671* NAD 83(1999)-  27 12 34.71137(N)    081 07 39.04454(W)     ADJUSTED  
 AJ5671* NAVD 88     -         8.780  (meters)      28.81   (feet)  ADJUSTED  
 AJ5671  ___________________________________________________________________
 AJ5671  X           -     875,487.698 (meters)                     COMP
 AJ5671  Y           -  -5,608,365.263 (meters)                     COMP
 AJ5671  Z           -   2,898,886.072 (meters)                     COMP
 AJ5671  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 AJ5671  ELLIP HEIGHT-         -16.91  (meters)          (12/12/02) GPS OBS
 AJ5671  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AJ5671  DYNAMIC HT  -           8.766 (meters)      28.76  (feet)  COMP
 AJ5671  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AJ5671
 AJ5671  HORZ ORDER  -  FIRST
 AJ5671  VERT ORDER  -  FIRST     CLASS II
 AJ5671  ELLP ORDER  -  SECOND    CLASS II
 AJ5671
 AJ5671.The horizontal coordinates were established by GPS observations
 AJ5671.and adjusted by the National Geodetic Survey in December 2002..
 AJ5671
 AJ5671.The orthometric height was determined by differential leveling
 AJ5671.and adjusted by the National Geodetic Survey in November 2001..
 AJ5671
 AJ5671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5671
 AJ5671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5671
 AJ5671.The ellipsoidal height was determined by GPS observations
 AJ5671.and is referenced to NAD 83.
 AJ5671
 AJ5671.The geoid height was determined by GEOID03.
 AJ5671
 AJ5671.The dynamic height is computed by dividing the NAVD 88
 AJ5671.geopotential number by the normal gravity value computed on the
 AJ5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5671.degrees latitude (g = 980.6199 gals.).
 AJ5671
 AJ5671.The modeled gravity was interpolated from observed gravity values.
 AJ5671
 AJ5671;                    North         East     Units Scale Factor Converg.
 AJ5671;SPC FL E     -   318,638.535   187,368.065   MT  0.99994315   -0 03 29.9
 AJ5671;SPC FL E     - 1,045,399.93    614,723.39   sFT  0.99994315   -0 03 29.9
 AJ5671;UTM  17      - 3,009,661.799   487,372.375   MT  0.99960197   -0 03 29.9
 AJ5671
 AJ5671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5671!SPC FL E     -   1.00000266  x   0.99994315  =   0.99994581
 AJ5671!UTM  17      -   1.00000266  x   0.99960197  =   0.99960463
 AJ5671
 AJ5671                          SUPERSEDED SURVEY CONTROL
 AJ5671
 AJ5671  NAVD 88 (12/12/02)    8.78   (m)           28.8    (f) LEVELING    3  
 AJ5671
 AJ5671.Superseded values are not recommended for survey control.
 AJ5671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5671.See file dsdata.txt to determine how the superseded data were derived.
 AJ5671
 AJ5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8737209662(NAD 83)
 AJ5671_MARKER: DD = SURVEY DISK
 AJ5671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5671_STAMPING: A 529 2001 CERP
 AJ5671_MARK LOGO: USE   
 AJ5671_PROJECTION: RECESSED 1 CENTIMETERS
 AJ5671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5671+STABILITY: SURFACE MOTION
 AJ5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5671+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 AJ5671
 AJ5671  HISTORY     - Date     Condition        Report By
 AJ5671  HISTORY     - 20010524 MONUMENTED       EMCINC
 AJ5671  HISTORY     - 20020413 GOOD             MAPTEC
 AJ5671
 AJ5671                          STATION DESCRIPTION
 AJ5671
 AJ5671'DESCRIBED BY EMC INCORPORATED 2001 (CHP)
 AJ5671'THE STATION IS LOCATED APPROXIMATELY 30.7 KILOMETERS (19.0 MILES)
 AJ5671'WEST OF OKEECHOBEE, FLORIDA ON THE SOUTH RIGHT OF WAY OF STATE
 AJ5671'ROAD 70 AT A PRIVATE ROAD LEADING SOUTH. ALSO 3.8 KILOMETERS (2.3
 AJ5671'MILES) WEST OF BRIGHTON, FLORIDA.  LOCATED ON THE BRIGHTON
 AJ5671'NORTHWEST QUAD SECTION 4, TOWNSHIP 38 SOUTH, RANGE 32 EAST.
 AJ5671' 
 AJ5671'OWNERSHIP   FLDT.
 AJ5671' 
 AJ5671'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 70 AND
 AJ5671'COUNTY ROAD 721 IN BRIGHTON, FLORIDA GO WEST ON STATE ROAD 70, 3.79
 AJ5671'KILOMETERS (2.35 MILES) TO THE MARK ON LEFT NEAR THE EAST EDGE OF A
 AJ5671'PRIVATE ROAD LEADING SOUTH TO LYKES BRIGHTON GROVE LAND 2.
 AJ5671' 
 AJ5671'THE STATION IS LOCATED 21.3 METERS (70.0 FEET) SOUTH OF THE CENTER
 AJ5671'OF STATE ROAD 70 (TWO LANE ROAD), 7.6 METERS (25.0 FEET) EAST OF THE
 AJ5671'CENTER OF A PRIVATE ROAD LEADING SOUTH, 0.9 METERS (3.0 FEET) WEST
 AJ5671'OF A POWER POLE, 0.6 METERS (1.9 FEET) NORTH OF A CARSONITE WITNESS
 AJ5671'POST AND 0.25 METERS (0.8 FEET) SOUTH OF A MAGNET BURIED 0.1 METERS
 AJ5671'(0.3 FEET).
 AJ5671' 
 AJ5671' 
 AJ5671' 
 AJ5671'
 AJ5671
 AJ5671                          STATION RECOVERY (2002)
 AJ5671
 AJ5671'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ5671'RECOVERED AS DESCRIBED
 AJ5671'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0741 ***********************************************************************
 BD0741  DESIGNATION -  A 53
 BD0741  PID         -  BD0741
 BD0741  STATE/COUNTY-  FL/SUWANNEE
 BD0741  USGS QUAD   -  FALMOUTH (1993)
 BD0741
 BD0741                         *CURRENT SURVEY CONTROL
 BD0741  ___________________________________________________________________
 BD0741* NAD 83(1986)-  30 15 14.     (N)    083 11 12.     (W)     SCALED    
 BD0741* NAVD 88     -        24.861  (meters)      81.56   (feet)  ADJUSTED  
 BD0741  ___________________________________________________________________
 BD0741  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BD0741  DYNAMIC HT  -          24.828 (meters)      81.46  (feet)  COMP
 BD0741  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 BD0741
 BD0741  VERT ORDER  -  SECOND    CLASS 0
 BD0741
 BD0741.The horizontal coordinates were scaled from a topographic map and have
 BD0741.an estimated accuracy of +/- 6 seconds.
 BD0741
 BD0741.The orthometric height was determined by differential leveling
 BD0741.and adjusted by the National Geodetic Survey in June 1991..
 BD0741
 BD0741.The geoid height was determined by GEOID03.
 BD0741
 BD0741.The dynamic height is computed by dividing the NAVD 88
 BD0741.geopotential number by the normal gravity value computed on the
 BD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0741.degrees latitude (g = 980.6199 gals.).
 BD0741
 BD0741.The modeled gravity was interpolated from observed gravity values.
 BD0741
 BD0741;                    North         East    Units  Estimated Accuracy
 BD0741;SPC FL N     -   139,720.      726,390.      MT  (+/- 180 meters Scaled)
 BD0741
 BD0741                          SUPERSEDED SURVEY CONTROL
 BD0741
 BD0741  NGVD 29 (??/??/92)   25.072  (m)           82.26   (f) ADJ UNCH    2 0
 BD0741
 BD0741.Superseded values are not recommended for survey control.
 BD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0741.See file dsdata.txt to determine how the superseded data were derived.
 BD0741
 BD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP896489(NAD 83)
 BD0741_MARKER: DB = BENCH MARK DISK
 BD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0741_STAMPING: A 53 1934
 BD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0741+STABILITY: SURFACE MOTION
 BD0741
 BD0741  HISTORY     - Date     Condition        Report By
 BD0741  HISTORY     - 1934     MONUMENTED       CGS
 BD0741  HISTORY     - 1954     GOOD             NGS
 BD0741
 BD0741                          STATION DESCRIPTION
 BD0741
 BD0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0741'13.2 MI SW FROM LIVE OAK.
 BD0741'ABOUT 13.2 MILES SOUTHWEST ALONG THE LIVE OAK, PERRY AND GULF
 BD0741'RAILROAD FROM THE UNION STATION AT LIVE OAK, 0.35 MILE WEST
 BD0741'OF A DIM NORTH-SOUTH ROAD, 0.2 MILE WEST OF MILE POST 13, AT
 BD0741'THE NORTHEAST END OF AN S CURVE IN THE TRACK, 23 1/2 FEET
 BD0741'SOUTHEAST OF THE SOUTHEAST RAIL, 50 FEET SOUTHEAST AND ACROSS
 BD0741'THE TRACK FROM POLE 358, 21 FEET NORTHWEST OF THE CENTER LINE
 BD0741'OF ROAD PARALLELING THE TRACK AND IN THE TOP OF A CONCRETE POST
 BD0741'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7355 ***********************************************************************
 AJ7355  DESIGNATION -  A 530
 AJ7355  PID         -  AJ7355
 AJ7355  STATE/COUNTY-  FL/GLADES
 AJ7355  USGS QUAD   -  MOORE HAVEN (1970)
 AJ7355
 AJ7355                         *CURRENT SURVEY CONTROL
 AJ7355  ___________________________________________________________________
 AJ7355* NAD 83(1999)-  26 48 08.71066(N)    081 04 57.48488(W)     ADJUSTED  
 AJ7355* NAVD 88     -         5.519  (meters)      18.11   (feet)  ADJUSTED  
 AJ7355  ___________________________________________________________________
 AJ7355  X           -     883,055.945 (meters)                     COMP
 AJ7355  Y           -  -5,627,917.198 (meters)                     COMP
 AJ7355  Z           -   2,858,683.694 (meters)                     COMP
 AJ7355  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AJ7355  ELLIP HEIGHT-         -19.09  (meters)          (12/12/02) GPS OBS
 AJ7355  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AJ7355  DYNAMIC HT  -           5.511 (meters)      18.08  (feet)  COMP
 AJ7355  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 AJ7355
 AJ7355  HORZ ORDER  -  FIRST
 AJ7355  VERT ORDER  -  FIRST     CLASS II
 AJ7355  ELLP ORDER  -  SECOND    CLASS II
 AJ7355
 AJ7355.The horizontal coordinates were established by GPS observations
 AJ7355.and adjusted by the National Geodetic Survey in December 2002..
 AJ7355
 AJ7355.The orthometric height was determined by differential leveling
 AJ7355.and adjusted by the National Geodetic Survey in February 2002..
 AJ7355
 AJ7355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7355
 AJ7355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7355
 AJ7355.The ellipsoidal height was determined by GPS observations
 AJ7355.and is referenced to NAD 83.
 AJ7355
 AJ7355.The geoid height was determined by GEOID03.
 AJ7355
 AJ7355.The dynamic height is computed by dividing the NAVD 88
 AJ7355.geopotential number by the normal gravity value computed on the
 AJ7355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7355.degrees latitude (g = 980.6199 gals.).
 AJ7355
 AJ7355.The modeled gravity was interpolated from observed gravity values.
 AJ7355
 AJ7355;                    North         East     Units Scale Factor Converg.
 AJ7355;SPC FL E     -   273,515.717   191,784.299   MT  0.99994201   -0 02 14.1
 AJ7355;SPC FL E     -   897,359.48    629,212.32   sFT  0.99994201   -0 02 14.1
 AJ7355;UTM  17      - 2,964,554.376   491,787.102   MT  0.99960083   -0 02 14.1
 AJ7355
 AJ7355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7355!SPC FL E     -   1.00000300  x   0.99994201  =   0.99994501
 AJ7355!UTM  17      -   1.00000300  x   0.99960083  =   0.99960383
 AJ7355
 AJ7355                          SUPERSEDED SURVEY CONTROL
 AJ7355
 AJ7355  NAVD 88 (12/12/02)    5.52   (m)           18.1    (f) LEVELING    3  
 AJ7355
 AJ7355.Superseded values are not recommended for survey control.
 AJ7355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7355.See file dsdata.txt to determine how the superseded data were derived.
 AJ7355
 AJ7355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK9178764554(NAD 83)
 AJ7355_MARKER: F = FLANGE-ENCASED ROD
 AJ7355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7355_STAMPING: A 530 2001 CERP
 AJ7355_MARK LOGO: NONE  
 AJ7355_PROJECTION: RECESSED 15 CENTIMETERS
 AJ7355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7355+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 AJ7355_ROD/PIPE-DEPTH: 24.3 meters
 AJ7355
 AJ7355  HISTORY     - Date     Condition        Report By
 AJ7355  HISTORY     - 20010526 MONUMENTED       EMCINC
 AJ7355  HISTORY     - 20020425 GOOD             MAPTEC
 AJ7355
 AJ7355                          STATION DESCRIPTION
 AJ7355
 AJ7355'DESCRIBED BY EMC INCORPORATED 2001 (MKC)
 AJ7355'THE STATION IS LOCATED ABOUT 4.0 KILOMETERS (2.5 MILES) SOUTHEAST OF
 AJ7355'MOORE HAVEN, FLORIDA ABOUT 13.7 KILOMETERS (8.5 MILES) NORTHWEST
 AJ7355'OF CLEWISTON, FLORIDA IN THE MEDIAN OF U.S. HIGHWAY 27.
 AJ7355'LOCATED ON THE MOORE HAVEN QUAD IN SECTION 24, TOWNSHIP 42 SOUTH,
 AJ7355'RANGE 32 EAST.
 AJ7355' 
 AJ7355'OWNERSHIP  FLDT
 AJ7355' 
 AJ7355'TO REACH THE STATION FROM THE INTERSECTION FIFTH STREET AND U.S.
 AJ7355'HIGHWAY 27 AT THE GLADES COUNTY COURTHOUSE IN MOORE HAVEN,
 AJ7355'FLORIDA GO SOUTHEAST ON U.S. HIGHWAY 27 FOR 4.51 KILOMETERS (2.8
 AJ7355'MILES)
 AJ7355'TO THE MARK ON LEFT IN THE MEDIAN.
 AJ7355' 
 AJ7355'THE STATION IS 35.0 METERS (114.8 FEET) SOUTH OF THE SOUTHWEST
 AJ7355'CORNER OF A CONCRETE CATCH BASIN ON A STORM DRAIN IN THE MEDIAN,
 AJ7355'14.7 METERS (48.2 FEET) WEST OF THE CENTER OF THE NORTHBOUND LANE
 AJ7355'U.S. HIGHWAY 27, 12.3 METERS (40.4 FEET) EAST OF THE CENTER OF THE
 AJ7355'SOUTHBOUND LANE U.S. HIGHWAY 27, 7.5 METERS (24.6 FEET) NORTH OF THE
 AJ7355'SOUTH END OF MEDIAN AND 4.75 METERS (15.6 FEET) NORTH NORTHWEST OF
 AJ7355'A CARSONITE WITNESS POST.
 AJ7355' 
 AJ7355'THE MARK IS A STAINLESS STEEEL ROD DRIVEN TO A DEPTH OF 24.38
 AJ7355'METERS, LOCATED INSIDE A 5-INCH LOGO COVER RECESSED 0.15 METERS (0.5
 AJ7355'FEET).  A MAGNET WAS PLACED INSIDE THE LOGO COVER.
 AJ7355' 
 AJ7355'
 AJ7355
 AJ7355                          STATION RECOVERY (2002)
 AJ7355
 AJ7355'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7355'RECOVERED AS DESCRIBED.
 AJ7355' 
 AJ7355'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6802 ***********************************************************************
 AJ6802  DESIGNATION -  A 531
 AJ6802  PID         -  AJ6802
 AJ6802  STATE/COUNTY-  FL/HENDRY
 AJ6802  USGS QUAD   -  ROCKY LAKE STRAND (1974)
 AJ6802
 AJ6802                         *CURRENT SURVEY CONTROL
 AJ6802  ___________________________________________________________________
 AJ6802* NAD 83(1999)-  26 25 53.31439(N)    081 07 28.96748(W)     ADJUSTED  
 AJ6802* NAVD 88     -         7.442  (meters)      24.42   (feet)  ADJUSTED  
 AJ6802  ___________________________________________________________________
 AJ6802  X           -     881,763.691 (meters)                     COMP
 AJ6802  Y           -  -5,646,758.901 (meters)                     COMP
 AJ6802  Z           -   2,821,940.758 (meters)                     COMP
 AJ6802  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AJ6802  ELLIP HEIGHT-         -17.21  (meters)          (12/12/02) GPS OBS
 AJ6802  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AJ6802  DYNAMIC HT  -           7.430 (meters)      24.38  (feet)  COMP
 AJ6802  MODELED GRAV-     979,058.5   (mgal)                       NAVD 88
 AJ6802
 AJ6802  HORZ ORDER  -  FIRST
 AJ6802  VERT ORDER  -  FIRST     CLASS II
 AJ6802  ELLP ORDER  -  THIRD     CLASS I
 AJ6802
 AJ6802.The horizontal coordinates were established by GPS observations
 AJ6802.and adjusted by the National Geodetic Survey in December 2002..
 AJ6802
 AJ6802.The orthometric height was determined by differential leveling
 AJ6802.and adjusted by the National Geodetic Survey in January 2002..
 AJ6802.No vertical observational check was made to the station.
 AJ6802
 AJ6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6802
 AJ6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6802
 AJ6802.The ellipsoidal height was determined by GPS observations
 AJ6802.and is referenced to NAD 83.
 AJ6802
 AJ6802.The geoid height was determined by GEOID03.
 AJ6802
 AJ6802.The dynamic height is computed by dividing the NAVD 88
 AJ6802.geopotential number by the normal gravity value computed on the
 AJ6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6802.degrees latitude (g = 980.6199 gals.).
 AJ6802
 AJ6802.The modeled gravity was interpolated from observed gravity values.
 AJ6802
 AJ6802;                    North         East     Units Scale Factor Converg.
 AJ6802;SPC FL E     -   232,421.877   187,560.692   MT  0.99994309   -0 03 19.8
 AJ6802;SPC FL E     -   762,537.44    615,355.37   sFT  0.99994309   -0 03 19.8
 AJ6802;UTM  17      - 2,923,474.557   487,564.936   MT  0.99960191   -0 03 19.8
 AJ6802
 AJ6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6802!SPC FL E     -   1.00000270  x   0.99994309  =   0.99994579
 AJ6802!UTM  17      -   1.00000270  x   0.99960191  =   0.99960461
 AJ6802
 AJ6802                          SUPERSEDED SURVEY CONTROL
 AJ6802
 AJ6802  NAVD 88 (12/12/02)    7.44   (m)           24.4    (f) LEVELING    3  
 AJ6802
 AJ6802.Superseded values are not recommended for survey control.
 AJ6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6802.See file dsdata.txt to determine how the superseded data were derived.
 AJ6802
 AJ6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK8756523475(NAD 83)
 AJ6802_MARKER: DD = SURVEY DISK
 AJ6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6802_STAMPING: A 531 2001 CERP
 AJ6802_MARK LOGO: USE   
 AJ6802_PROJECTION: RECESSED 10 CENTIMETERS
 AJ6802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6802+STABILITY: SURFACE MOTION
 AJ6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6802+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ6802
 AJ6802  HISTORY     - Date     Condition        Report By
 AJ6802  HISTORY     - 20010530 MONUMENTED       EMCINC
 AJ6802  HISTORY     - 2002     GOOD             MAPTEC
 AJ6802
 AJ6802                          STATION DESCRIPTION
 AJ6802
 AJ6802'DESCRIBED BY EMC INCORPORATED 2001 (MKC)
 AJ6802'THE MARK IS LOCATED ABOUT 30.6 KILOMETERS (19.0 MILES) EAST OF
 AJ6802'IMMOKALEE, FLORIDA, AND ABOUT 3.2 KILOMETERS (2.0 MILES) SOUTH OF
 AJ6802'THE INTERSECTION OF COUNTY ROAD 833 AND COUNTY ROAD 846.
 AJ6802'LOCATED ON THE ROCKY LAKE STRAND QUAD, SECTION 34, TOWNSHIP 46 SOUTH,
 AJ6802'RANGE 32 EAST.
 AJ6802' 
 AJ6802'OWNERSHIP  FLDT
 AJ6802' 
 AJ6802'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 833
 AJ6802'AND COUNTY ROAD 846 ABOUT 32.2 KILOMETERS (20.0 MILES) EAST OF
 AJ6802'IMMOKALEE, FLORIDA GO SOUTH ON COUNTY ROAD 846, 3.14 KILOMETERS
 AJ6802'(1.95 MILES) TO THE MARK ON THE LEFT (EAST) SIDE OF COUNTY
 AJ6802'ROAD 846.
 AJ6802' 
 AJ6802'THE MARK IS 36.0 METERS (118.1 FEET) NORTH OF THE NORTHEAST
 AJ6802'CORNER OF A CHAINLINK FENCE AROUND A RADIO TOWER, 16.8 METERS
 AJ6802'(55.1 FEET) SOUTHEAST OF THE CENTER OF COUNTY ROAD 846, 8.0 METERS
 AJ6802'(26.3 FEET) SOUTHWEST OF THE CORNER OF A BOARD FENCE, 0.5 METERS
 AJ6802'(1.6 FEET) NORTHWEST OF A CARSONITE WITNESS POST AND 0.25 METERS
 AJ6802'(0.8 FEET) SOUTH OF A MAGNET BURIED 0.1 METERS (0.3 FEET) BELOW
 AJ6802'GROUND.
 AJ6802' 
 AJ6802' 
 AJ6802'
 AJ6802
 AJ6802                          STATION RECOVERY (2002)
 AJ6802
 AJ6802'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (MKC)
 AJ6802'THE MARK IS LOCATED ABOUT 30.6 KILOMETERS (19.0 MILES) EAST OF
 AJ6802'IMMOKALEE, FLORIDA, AND ABOUT 3.2 KILOMETERS (2.0 MILES) SOUTH OF
 AJ6802'THE INTERSECTION OF COUNTY ROAD 833 AND COUNTY ROAD 846.
 AJ6802'LOCATED ON THE ROCKY LAKE STRAND QUAD, SECTION 34, TOWNSHIP 46 SOUTH,
 AJ6802'RANGE 32 EAST.
 AJ6802' 
 AJ6802'OWNERSHIP  FLDT
 AJ6802' 
 AJ6802'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 833
 AJ6802'AND COUNTY ROAD 846 ABOUT 32.2 KILOMETERS (20.0 MILES) EAST OF
 AJ6802'IMMOKALEE, FLORIDA GO SOUTH ON COUNTY ROAD 846, 3.14 KILOMETERS
 AJ6802'(1.95 MILES) TO THE MARK ON THE LEFT (EAST) SIDE OF COUNTY
 AJ6802'ROAD 846.
 AJ6802' 
 AJ6802'THE MARK IS 36.0 METERS (118.1 FEET) NORTH OF THE NORTHEAST
 AJ6802'CORNER OF A CHAINLINK FENCE AROUND A RADIO TOWER, 16.8 METERS
 AJ6802'(55.1 FEET) SOUTHEAST OF THE CENTER OF COUNTY ROAD 846, 8.0 METERS
 AJ6802'(26.3 FEET) SOUTHWEST OF THE CORNER OF A BOARD FENCE, 0.5 METERS
 AJ6802'(1.6 FEET) NORTHWEST OF A CARSONITE WITNESS POST AND 0.25 METERS
 AJ6802'(0.8 FEET) SOUTH OF A MAGNET BURIED 0.1 METERS (0.3 FEET) BELOW
 AJ6802'GROUND.
 AJ6802' 
 AJ6802' 
 AJ6802'STATION RECOVERY (2002)
 AJ6802'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ6802'RECOVERED AS DESCRIBED.
 AJ6802' 
 AJ6802'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7552 ***********************************************************************
 AJ7552  DESIGNATION -  A 532
 AJ7552  PID         -  AJ7552
 AJ7552  STATE/COUNTY-  FL/LEE
 AJ7552  USGS QUAD   -  FORT MYERS SE (1987)
 AJ7552
 AJ7552                         *CURRENT SURVEY CONTROL
 AJ7552  ___________________________________________________________________
 AJ7552* NAD 83(1999)-  26 36 38.52585(N)    081 45 29.63833(W)     ADJUSTED  
 AJ7552* NAVD 88     -         7.023  (meters)      23.04   (feet)  ADJUSTED  
 AJ7552  ___________________________________________________________________
 AJ7552  X           -     818,003.746 (meters)                     COMP
 AJ7552  Y           -  -5,647,387.829 (meters)                     COMP
 AJ7552  Z           -   2,839,708.532 (meters)                     COMP
 AJ7552  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AJ7552  ELLIP HEIGHT-         -17.29  (meters)          (12/12/02) GPS OBS
 AJ7552  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AJ7552  DYNAMIC HT  -           7.012 (meters)      23.01  (feet)  COMP
 AJ7552  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 AJ7552
 AJ7552  HORZ ORDER  -  FIRST
 AJ7552  VERT ORDER  -  FIRST     CLASS II
 AJ7552  ELLP ORDER  -  FOURTH    CLASS I
 AJ7552
 AJ7552.The horizontal coordinates were established by GPS observations
 AJ7552.and adjusted by the National Geodetic Survey in December 2002..
 AJ7552
 AJ7552.The orthometric height was determined by differential leveling
 AJ7552.and adjusted by the National Geodetic Survey in February 2002..
 AJ7552
 AJ7552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7552
 AJ7552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7552
 AJ7552.The ellipsoidal height was determined by GPS observations
 AJ7552.and is referenced to NAD 83.
 AJ7552
 AJ7552.The geoid height was determined by GEOID03.
 AJ7552
 AJ7552.The dynamic height is computed by dividing the NAVD 88
 AJ7552.geopotential number by the normal gravity value computed on the
 AJ7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7552.degrees latitude (g = 980.6199 gals.).
 AJ7552
 AJ7552.The modeled gravity was interpolated from observed gravity values.
 AJ7552
 AJ7552;                    North         East     Units Scale Factor Converg.
 AJ7552;SPC FL W     -   252,294.901   224,077.277   MT  0.99994833   +0 06 29.9
 AJ7552;SPC FL W     -   827,737.52    735,160.20   sFT  0.99994833   +0 06 29.9
 AJ7552;UTM  17      - 2,943,541.794   424,513.137   MT  0.99967035   -0 20 22.7
 AJ7552
 AJ7552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7552!SPC FL W     -   1.00000272  x   0.99994833  =   0.99995105
 AJ7552!UTM  17      -   1.00000272  x   0.99967035  =   0.99967307
 AJ7552
 AJ7552|---------------------------------------------------------------------|
 AJ7552| PID    Reference Object                     Distance      Geod. Az  |
 AJ7552|                                                           dddmmss.s |
 AJ7552| AD6127 I75 81 A40                          106.702 METERS 29113     |
 AJ7552|---------------------------------------------------------------------|
 AJ7552
 AJ7552                          SUPERSEDED SURVEY CONTROL
 AJ7552
 AJ7552  NAVD 88 (12/12/02)    7.02   (m)           23.0    (f) LEVELING    3  
 AJ7552
 AJ7552.Superseded values are not recommended for survey control.
 AJ7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7552.See file dsdata.txt to determine how the superseded data were derived.
 AJ7552
 AJ7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2451343542(NAD 83)
 AJ7552_MARKER: F = FLANGE-ENCASED ROD
 AJ7552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7552_STAMPING: A 532 2001 CERP
 AJ7552_MARK LOGO: NONE  
 AJ7552_PROJECTION: RECESSED 8 CENTIMETERS
 AJ7552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7552+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 AJ7552_ROD/PIPE-DEPTH: 20.6 meters
 AJ7552_SLEEVE-DEPTH  : 0.46 meters
 AJ7552
 AJ7552  HISTORY     - Date     Condition        Report By
 AJ7552  HISTORY     - 20010919 MONUMENTED       LDBLS
 AJ7552  HISTORY     - 20020507 GOOD             MAPTEC
 AJ7552
 AJ7552                          STATION DESCRIPTION
 AJ7552
 AJ7552'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7552'THE MARK IS ABOUT 11.7 KM (7.28 MI) SOUTHEAST OF FORT MYERS, IN
 AJ7552'SECTION 31,
 AJ7552'TOWNSHIP 44 SOUTH, RANGE 26 EAST, LEE COUNTY FLORIDA. OWNERSHIP -
 AJ7552'FLORIDA
 AJ7552'DEPARTMENT OF TRANSPORTATION.
 AJ7552' 
 AJ7552'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7552'STATE
 AJ7552'ROAD NO 82 (I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO
 AJ7552'SOUTHEAST ON STATE ROAD 82 4.0 KM (2.50 MI) TO THE JUNCTION WITH
 AJ7552'COLONIAL
 AJ7552'BOULEVARD-LEE BOULEVARD (COUNTY ROAD NO 884), CONTINUE SOUTHEAST ON
 AJ7552'STATE ROAD
 AJ7552'82 1.3 KM (0.80 MI) TO THE JUNCTION OF WALLACE AVENUE SOUTH AND THE
 AJ7552'MARK ON
 AJ7552'THE LEFT, ALSO FROM THE JUNCTION OF STATE ROAD 82 AND DANIELS
 AJ7552'PARKWAY-GUNNERY
 AJ7552'ROAD GO NORTHWEST ON STATE ROAD 82 5.5 KM (3.44 MI) TO THE MARK ON THE
 AJ7552'RIGHT.
 AJ7552' 
 AJ7552'THE MARK IS 35.23 M (115.6 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AJ7552'ROAD 82,
 AJ7552'13.44 M (44.1 FT) NORTHWEST OF WOOD POWER POLE NO 5 6516 7749, 7.32 M
 AJ7552'(24.0
 AJ7552'FT) NORTHEAST OF THE CENTER OF OVERHEAD ELECTRIC LINES, 6.16 M (20.2
 AJ7552'FT)
 AJ7552'SOUTHEAST OF THE CENTERLINE OF WALLACE AVENUE SOUTH, AND 5.09 M (16.7
 AJ7552'FT) WEST
 AJ7552'OF A CARSONITE WITNESS POST. THE DATUM POINT IS SET 12 CM (0.39 FT)
 AJ7552'BELOW THE
 AJ7552'LEVEL OF THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF THE
 AJ7552'HIGHWAY,
 AJ7552'BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN 20.58 M (67.53 FT) TO
 AJ7552'REFUSAL
 AJ7552'AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7552' 
 AJ7552'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7552' 
 AJ7552'
 AJ7552
 AJ7552                          STATION RECOVERY (2002)
 AJ7552
 AJ7552'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7552'THE MARK IS ABOUT 11.7 KM (7.28 MI) SOUTHEAST OF FORT MYERS, IN
 AJ7552'SECTION 31,
 AJ7552'TOWNSHIP 44 SOUTH, RANGE 26 EAST, LEE COUNTY FLORIDA. OWNERSHIP -
 AJ7552'FLORIDA
 AJ7552'DEPARTMENT OF TRANSPORTATION.
 AJ7552' 
 AJ7552'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7552'STATE
 AJ7552'ROAD NO 82 (I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO
 AJ7552'SOUTHEAST ON STATE ROAD 82 4.0 KM (2.50 MI) TO THE JUNCTION WITH
 AJ7552'COLONIAL
 AJ7552'BOULEVARD-LEE BOULEVARD (COUNTY ROAD NO 884), CONTINUE SOUTHEAST ON
 AJ7552'STATE ROAD
 AJ7552'82 1.3 KM (0.80 MI) TO THE JUNCTION OF WALLACE AVENUE SOUTH AND THE
 AJ7552'MARK ON
 AJ7552'THE LEFT, ALSO FROM THE JUNCTION OF STATE ROAD 82 AND DANIELS
 AJ7552'PARKWAY-GUNNERY
 AJ7552'ROAD GO NORTHWEST ON STATE ROAD 82 5.5 KM (3.44 MI) TO THE MARK ON THE
 AJ7552'RIGHT.
 AJ7552' 
 AJ7552'THE MARK IS 35.23 M (115.6 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AJ7552'ROAD 82,
 AJ7552'13.44 M (44.1 FT) NORTHWEST OF WOOD POWER POLE NO 5 6516 7749, 7.32 M
 AJ7552'(24.0
 AJ7552'FT) NORTHEAST OF THE CENTER OF OVERHEAD ELECTRIC LINES, 6.16 M (20.2
 AJ7552'FT)
 AJ7552'SOUTHEAST OF THE CENTERLINE OF WALLACE AVENUE SOUTH, AND 5.09 M (16.7
 AJ7552'FT) WEST
 AJ7552'OF A CARSONITE WITNESS POST. THE DATUM POINT IS SET 12 CM (0.39 FT)
 AJ7552'BELOW THE
 AJ7552'LEVEL OF THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF THE
 AJ7552'HIGHWAY,
 AJ7552'BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN 20.58 M (67.53 FT) TO
 AJ7552'REFUSAL
 AJ7552'AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7552' 
 AJ7552'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7552' 
 AJ7552'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)
 AJ7552' 
 AJ7552' 
 AJ7552'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7584 ***********************************************************************
 AJ7584  DESIGNATION -  A 533
 AJ7584  PID         -  AJ7584
 AJ7584  STATE/COUNTY-  FL/COLLIER
 AJ7584  USGS QUAD   -  IMMOKALEE SW (1984)
 AJ7584
 AJ7584                         *CURRENT SURVEY CONTROL
 AJ7584  ___________________________________________________________________
 AJ7584* NAD 83(1999)-  26 22 03.28832(N)    081 26 27.53604(W)     ADJUSTED  
 AJ7584* NAVD 88     -         6.996  (meters)      22.95   (feet)  ADJUSTED  
 AJ7584  ___________________________________________________________________
 AJ7584  X           -     851,049.113 (meters)                     COMP
 AJ7584  Y           -  -5,654,652.637 (meters)                     COMP
 AJ7584  Z           -   2,815,599.678 (meters)                     COMP
 AJ7584  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ7584  ELLIP HEIGHT-         -17.31  (meters)          (12/12/02) GPS OBS
 AJ7584  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AJ7584  DYNAMIC HT  -           6.985 (meters)      22.92  (feet)  COMP
 AJ7584  MODELED GRAV-     979,054.4   (mgal)                       NAVD 88
 AJ7584
 AJ7584  HORZ ORDER  -  FIRST
 AJ7584  VERT ORDER  -  FIRST     CLASS II
 AJ7584  ELLP ORDER  -  FOURTH    CLASS II
 AJ7584
 AJ7584.The horizontal coordinates were established by GPS observations
 AJ7584.and adjusted by the National Geodetic Survey in December 2002..
 AJ7584
 AJ7584.The orthometric height was determined by differential leveling
 AJ7584.and adjusted by the National Geodetic Survey in February 2002..
 AJ7584
 AJ7584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7584
 AJ7584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7584
 AJ7584.The ellipsoidal height was determined by GPS observations
 AJ7584.and is referenced to NAD 83.
 AJ7584
 AJ7584.The geoid height was determined by GEOID03.
 AJ7584
 AJ7584.The dynamic height is computed by dividing the NAVD 88
 AJ7584.geopotential number by the normal gravity value computed on the
 AJ7584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7584.degrees latitude (g = 980.6199 gals.).
 AJ7584
 AJ7584.The modeled gravity was interpolated from observed gravity values.
 AJ7584
 AJ7584;                    North         East     Units Scale Factor Converg.
 AJ7584;SPC FL E     -   225,412.169   155,990.496   MT  0.99996508   -0 11 45.1
 AJ7584;SPC FL E     -   739,539.76    511,778.82   sFT  0.99996508   -0 11 45.1
 AJ7584;UTM  17      - 2,916,467.241   456,005.512   MT  0.99962390   -0 11 45.1
 AJ7584
 AJ7584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7584!SPC FL E     -   1.00000272  x   0.99996508  =   0.99996780
 AJ7584!UTM  17      -   1.00000272  x   0.99962390  =   0.99962662
 AJ7584
 AJ7584|---------------------------------------------------------------------|
 AJ7584| PID    Reference Object                     Distance      Geod. Az  |
 AJ7584|                                                           dddmmss.s |
 AJ7584| AJ7560 GPS A068                            374.400 METERS 26510     |
 AJ7584|---------------------------------------------------------------------|
 AJ7584
 AJ7584                          SUPERSEDED SURVEY CONTROL
 AJ7584
 AJ7584  NAVD 88 (12/12/02)    7.00   (m)           23.0    (f) LEVELING    3  
 AJ7584
 AJ7584.Superseded values are not recommended for survey control.
 AJ7584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7584.See file dsdata.txt to determine how the superseded data were derived.
 AJ7584
 AJ7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK5600616467(NAD 83)
 AJ7584_MARKER: F = FLANGE-ENCASED ROD
 AJ7584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ7584_STAMPING: A 533 2001 CERP
 AJ7584_MARK LOGO: NONE  
 AJ7584_PROJECTION: RECESSED 11 CENTIMETERS
 AJ7584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7584+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 AJ7584_ROD/PIPE-DEPTH: 13.7 meters
 AJ7584_SLEEVE-DEPTH  : 0.46 meters
 AJ7584
 AJ7584  HISTORY     - Date     Condition        Report By
 AJ7584  HISTORY     - 20010825 MONUMENTED       LDBLS
 AJ7584  HISTORY     - 20020311 GOOD             MAPTEC
 AJ7584
 AJ7584                          STATION DESCRIPTION
 AJ7584
 AJ7584'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7584'THE MARK IS ABOUT 57.0 KM (35.42 MI) NORTHEAST OF NAPLES, ABOUT 7.7 KM
 AJ7584'(4.81
 AJ7584'MI) SOUTHWEST OF IMMOKALEE, IN SECTION 20, TOWNSHIP 47 SOUTH, RANGE 29
 AJ7584'EAST,
 AJ7584'COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER COUNTY
 AJ7584' 
 AJ7584'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 29 AND COUNTY
 AJ7584'ROAD 846
 AJ7584'IN IMMOKALEE, GO SOUTHWEST ALONG COUNTY ROAD 846 7.7 KM (4.81 MI) TO
 AJ7584'THE MARK
 AJ7584'ON THE RIGHT.
 AJ7584' 
 AJ7584'THE MARK IS A STAINLESS STEEL ROD 10.39 M (34.1 FT) SOUTHEAST OF A
 AJ7584'MASONRY
 AJ7584'WALLS SQUARE COLUMN, 8.02 M (26.3 FT) SOUTH OF A CARSONITE WITNESS
 AJ7584'POST, 7.32
 AJ7584'M (24.0 FT) EAST OF THE CENTERLINE OF A DIRT ROAD AND 6.92 M (22.7 FT)
 AJ7584'NORTH
 AJ7584'OF THE CENTERLINE OF COUNTY ROAD 846. THE DATUM POINT IS SET 11 CM
 AJ7584'(0.37 FT)
 AJ7584'BELOW THE LEVEL OF THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL
 AJ7584'OF THE
 AJ7584'HIGHWAY, BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN 13.71 M (44.97
 AJ7584'FT) TO
 AJ7584'REFUSAL AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7584' 
 AJ7584'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584'
 AJ7584
 AJ7584                          STATION RECOVERY (2002)
 AJ7584
 AJ7584'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7584'THE MARK IS ABOUT 57.0 KM (35.42 MI) NORTHEAST OF NAPLES, ABOUT 7.7 KM
 AJ7584'(4.81
 AJ7584'MI) SOUTHWEST OF IMMOKALEE, IN SECTION 20, TOWNSHIP 47 SOUTH, RANGE 29
 AJ7584'EAST,
 AJ7584'COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER COUNTY
 AJ7584' 
 AJ7584'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 29 AND COUNTY
 AJ7584'ROAD 846
 AJ7584'IN IMMOKALEE, GO SOUTHWEST ALONG COUNTY ROAD 846 7.7 KM (4.81 MI) TO
 AJ7584'THE MARK
 AJ7584'ON THE RIGHT.
 AJ7584' 
 AJ7584'THE MARK IS A STAINLESS STEEL ROD 10.39 M (34.1 FT) SOUTHEAST OF A
 AJ7584'MASONRY
 AJ7584'WALLS SQUARE COLUMN, 8.02 M (26.3 FT) SOUTH OF A CARSONITE WITNESS
 AJ7584'POST, 7.32
 AJ7584'M (24.0 FT) EAST OF THE CENTERLINE OF A DIRT ROAD AND 6.92 M (22.7 FT)
 AJ7584'NORTH
 AJ7584'OF THE CENTERLINE OF COUNTY ROAD 846. THE DATUM POINT IS SET 11 CM
 AJ7584'(0.37 FT)
 AJ7584'BELOW THE LEVEL OF THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL
 AJ7584'OF THE
 AJ7584'HIGHWAY, BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN 13.71 M (44.97
 AJ7584'FT) TO
 AJ7584'REFUSAL AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7584' 
 AJ7584'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7584' 
 AJ7584'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584' 
 AJ7584'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7561 ***********************************************************************
 AJ7561  DESIGNATION -  A 534
 AJ7561  PID         -  AJ7561
 AJ7561  STATE/COUNTY-  FL/COLLIER
 AJ7561  USGS QUAD   -  BELLE MEADE NW (1987)
 AJ7561
 AJ7561                         *CURRENT SURVEY CONTROL
 AJ7561  ___________________________________________________________________
 AJ7561* NAD 83(1999)-  26 10 21.06866(N)    081 41 11.53113(W)     ADJUSTED  
 AJ7561* NAVD 88     -         2.996  (meters)       9.83   (feet)  ADJUSTED  
 AJ7561  ___________________________________________________________________
 AJ7561  X           -     828,189.637 (meters)                     COMP
 AJ7561  Y           -  -5,667,709.701 (meters)                     COMP
 AJ7561  Z           -   2,796,219.073 (meters)                     COMP
 AJ7561  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AJ7561  ELLIP HEIGHT-         -20.69  (meters)          (12/12/02) GPS OBS
 AJ7561  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AJ7561  DYNAMIC HT  -           2.991 (meters)       9.81  (feet)  COMP
 AJ7561  MODELED GRAV-     979,045.4   (mgal)                       NAVD 88
 AJ7561
 AJ7561  HORZ ORDER  -  FIRST
 AJ7561  VERT ORDER  -  FIRST     CLASS II
 AJ7561  ELLP ORDER  -  FOURTH    CLASS II
 AJ7561
 AJ7561.The horizontal coordinates were established by GPS observations
 AJ7561.and adjusted by the National Geodetic Survey in December 2002..
 AJ7561
 AJ7561.The orthometric height was determined by differential leveling
 AJ7561.and adjusted by the National Geodetic Survey in February 2002..
 AJ7561
 AJ7561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7561
 AJ7561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7561
 AJ7561.The ellipsoidal height was determined by GPS observations
 AJ7561.and is referenced to NAD 83.
 AJ7561
 AJ7561.The geoid height was determined by GEOID03.
 AJ7561
 AJ7561.The dynamic height is computed by dividing the NAVD 88
 AJ7561.geopotential number by the normal gravity value computed on the
 AJ7561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7561.degrees latitude (g = 980.6199 gals.).
 AJ7561
 AJ7561.The modeled gravity was interpolated from observed gravity values.
 AJ7561
 AJ7561;                    North         East     Units Scale Factor Converg.
 AJ7561;SPC FL E     -   203,908.359   131,369.275   MT  0.99999931   -0 18 10.2
 AJ7561;SPC FL E     -   668,989.34    431,000.70   sFT  0.99999931   -0 18 10.2
 AJ7561;UTM  17      - 2,894,970.768   431,392.692   MT  0.99965811   -0 18 10.2
 AJ7561
 AJ7561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7561!SPC FL E     -   1.00000325  x   0.99999931  =   1.00000256
 AJ7561!UTM  17      -   1.00000325  x   0.99965811  =   0.99966136
 AJ7561
 AJ7561                          SUPERSEDED SURVEY CONTROL
 AJ7561
 AJ7561  NAVD 88 (12/12/02)    3.00   (m)            9.8    (f) LEVELING    3  
 AJ7561
 AJ7561.Superseded values are not recommended for survey control.
 AJ7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7561.See file dsdata.txt to determine how the superseded data were derived.
 AJ7561
 AJ7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3139394971(NAD 83)
 AJ7561_MARKER: F = FLANGE-ENCASED ROD
 AJ7561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ7561+WITH SETTING: INFORMATION.
 AJ7561_STAMPING: A 534 2001 CERP
 AJ7561_MARK LOGO: NONE  
 AJ7561_PROJECTION: RECESSED 12 CENTIMETERS
 AJ7561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7561+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 AJ7561_ROD/PIPE-DEPTH: 0.77 meters
 AJ7561_SLEEVE-DEPTH  : 0.38 meters
 AJ7561
 AJ7561  HISTORY     - Date     Condition        Report By
 AJ7561  HISTORY     - 2001 729 MONUMENTED       LDBLS
 AJ7561  HISTORY     - 20020311 GOOD             MAPTEC
 AJ7561  HISTORY     - 20050205 MARK NOT FOUND   INDIV
 AJ7561
 AJ7561                          STATION DESCRIPTION
 AJ7561
 AJ7561'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7561'THE MARK IS ABOUT 11.7 KM (7.3 MI) NORTHEAST OF NAPLES, IN SECTION 26,
 AJ7561'TOWNSHIP
 AJ7561'49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER
 AJ7561'COUNTY
 AJ7561' 
 AJ7561'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7561'COUNTY
 AJ7561'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO NORTH ON COUNTY ROAD 951 2.54
 AJ7561'KM (1.58
 AJ7561'MI) TO THE JUNCTION WITH 25TH AVENUE SW, THEN EAST ON 25TH AVENUE SW
 AJ7561'0.05 KM
 AJ7561'(0.03 MI) TO THE JUNCTION WITH 39TH STREET SW, THEN SOUTH ON 39TH
 AJ7561'STREET SW
 AJ7561'1.19 KM (0.74 MI) TO THE ENTRANCE OF SAFE HARBOR RESIDENTIAL COMMUNITY
 AJ7561'AND THE
 AJ7561'MARK ON THE RIGHT.
 AJ7561' 
 AJ7561'THE MARK IS A STAINLESS STEEL ROD 30.30 M (99.4 FT) NORTH OF A CHAIN
 AJ7561'LINK FENCE
 AJ7561'WHICH BORDERS THE NORTH BOUNDARY OF SAFE HARBOR RESIDENTIAL COMMUNITY,
 AJ7561'28.13 M
 AJ7561'(92.3 FT) EAST THE CENTERLINE OF THE NORTHBOUND LANES OF COUNTY ROAD
 AJ7561'951, 19.29
 AJ7561'M (63.3 FT) WEST OF THE CENTERLINE OF 39TH STREET SW, 13.93 M (45.7
 AJ7561'FT) NORTH
 AJ7561'OF AN EXTENDED CENTERLINE OF 31ST AVENUE SW, 3.66 M (12.0 FT) EAST OF
 AJ7561'A EAST
 AJ7561'CANAL BANK AND 1.31 M (4.3 FT) EAST OF A CARSONITE WITNESS POST. THE
 AJ7561'DATUM
 AJ7561'POINT IS SET 11 CM (0.35 FT) BELOW THE LEVEL OF THE GROUND, ABOUT 0.30
 AJ7561'M (1.0
 AJ7561'FT) BELOW THE LEVEL OF 39TH STREET SW, BEING THE TOP OF A STAINLESS
 AJ7561'STEEL ROD
 AJ7561'0.77 M (2.55 FT) IN LENGTH, CEMENTED IN A DRILLED HOLE 0.30 M (1.0 FT)
 AJ7561'DEEP IN
 AJ7561'BEDROCK AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7561' 
 AJ7561'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7561'
 AJ7561'
 AJ7561
 AJ7561                          STATION RECOVERY (2002)
 AJ7561
 AJ7561'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7561'THE MARK IS ABOUT 11.7 KM (7.3 MI) NORTHEAST OF NAPLES, IN SECTION 26,
 AJ7561'TOWNSHIP
 AJ7561'49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER
 AJ7561'COUNTY
 AJ7561' 
 AJ7561'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7561'COUNTY
 AJ7561'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO NORTH ON COUNTY ROAD 951 2.54
 AJ7561'KM (1.58
 AJ7561'MI) TO THE JUNCTION WITH 25TH AVENUE SW, THEN EAST ON 25TH AVENUE SW
 AJ7561'0.05 KM
 AJ7561'(0.03 MI) TO THE JUNCTION WITH 39TH STREET SW, THEN SOUTH ON 39TH
 AJ7561'STREET SW
 AJ7561'1.19 KM (0.74 MI) TO THE ENTRANCE OF SAFE HARBOR RESIDENTIAL COMMUNITY
 AJ7561'AND THE
 AJ7561'MARK ON THE RIGHT.
 AJ7561' 
 AJ7561'THE MARK IS A STAINLESS STEEL ROD 30.30 M (99.4 FT) NORTH OF A CHAIN
 AJ7561'LINK FENCE
 AJ7561'WHICH BORDERS THE NORTH BOUNDARY OF SAFE HARBOR RESIDENTIAL COMMUNITY,
 AJ7561'28.13 M
 AJ7561'(92.3 FT) EAST THE CENTERLINE OF THE NORTHBOUND LANES OF COUNTY ROAD
 AJ7561'951, 19.29
 AJ7561'M (63.3 FT) WEST OF THE CENTERLINE OF 39TH STREET SW, 13.93 M (45.7
 AJ7561'FT) NORTH
 AJ7561'OF AN EXTENDED CENTERLINE OF 31ST AVENUE SW, 3.66 M (12.0 FT) EAST OF
 AJ7561'A EAST
 AJ7561'CANAL BANK AND 1.31 M (4.3 FT) EAST OF A CARSONITE WITNESS POST. THE
 AJ7561'DATUM
 AJ7561'POINT IS SET 11 CM (0.35 FT) BELOW THE LEVEL OF THE GROUND, ABOUT 0.30
 AJ7561'M (1.0
 AJ7561'FT) BELOW THE LEVEL OF 39TH STREET SW, BEING THE TOP OF A STAINLESS
 AJ7561'STEEL ROD
 AJ7561'0.77 M (2.55 FT) IN LENGTH, CEMENTED IN A DRILLED HOLE 0.30 M (1.0 FT)
 AJ7561'DEEP IN
 AJ7561'BEDROCK AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7561' 
 AJ7561'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7561' 
 AJ7561'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)   WITH THE FOLLOWING
 AJ7561'EXCEPTION TO REACH
 AJ7561'THE STATION FROM THE INTERSECTION OF I-75 AND COUNTY ROAD 951 (EXIT
 AJ7561'15) NORTH ON COUNTY
 AJ7561'ROAD 951 MONUMENT IS ON THE NORTHEAST SIDE OF CANAL
 AJ7561'
 AJ7561'
 AJ7561
 AJ7561                          STATION RECOVERY (2005)
 AJ7561
 AJ7561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AJ7561'MARK NOT FOUND.  DESTROYED BY CONSTRUCTION OF SFWMD CONTROL STRUCTURE.
 AJ7561' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6771 ***********************************************************************
 AJ6771  DESIGNATION -  A 535
 AJ6771  PID         -  AJ6771
 AJ6771  STATE/COUNTY-  FL/COLLIER
 AJ6771  USGS QUAD   -  CALIFORNIA SLOUGH (1974)
 AJ6771
 AJ6771                         *CURRENT SURVEY CONTROL
 AJ6771  ___________________________________________________________________
 AJ6771* NAD 83(1999)-  26 11 13.33700(N)    080 53 42.47255(W)     ADJUSTED  
 AJ6771* NAVD 88     -         4.349  (meters)      14.27   (feet)  ADJUSTED  
 AJ6771  ___________________________________________________________________
 AJ6771  X           -     906,281.841 (meters)                     COMP
 AJ6771  Y           -  -5,655,029.477 (meters)                     COMP
 AJ6771  Z           -   2,797,662.763 (meters)                     COMP
 AJ6771  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AJ6771  ELLIP HEIGHT-         -20.37  (meters)          (12/12/02) GPS OBS
 AJ6771  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AJ6771  DYNAMIC HT  -           4.342 (meters)      14.25  (feet)  COMP
 AJ6771  MODELED GRAV-     979,037.1   (mgal)                       NAVD 88
 AJ6771
 AJ6771  HORZ ORDER  -  FIRST
 AJ6771  VERT ORDER  -  FIRST     CLASS II
 AJ6771  ELLP ORDER  -  SECOND    CLASS II
 AJ6771
 AJ6771.The horizontal coordinates were established by GPS observations
 AJ6771.and adjusted by the National Geodetic Survey in December 2002..
 AJ6771
 AJ6771.The orthometric height was determined by differential leveling
 AJ6771.and adjusted by the National Geodetic Survey in January 2002..
 AJ6771
 AJ6771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6771
 AJ6771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6771
 AJ6771.The ellipsoidal height was determined by GPS observations
 AJ6771.and is referenced to NAD 83.
 AJ6771
 AJ6771.The geoid height was determined by GEOID03.
 AJ6771
 AJ6771.The dynamic height is computed by dividing the NAVD 88
 AJ6771.geopotential number by the normal gravity value computed on the
 AJ6771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6771.degrees latitude (g = 980.6199 gals.).
 AJ6771
 AJ6771.The modeled gravity was interpolated from observed gravity values.
 AJ6771
 AJ6771;                    North         East     Units Scale Factor Converg.
 AJ6771;SPC FL E     -   205,339.700   210,481.923   MT  0.99994253   +0 02 46.6
 AJ6771;SPC FL E     -   673,685.33    690,556.11   sFT  0.99994253   +0 02 46.6
 AJ6771;UTM  17      - 2,896,401.621   510,478.347   MT  0.99960136   +0 02 46.6
 AJ6771
 AJ6771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6771!SPC FL E     -   1.00000320  x   0.99994253  =   0.99994573
 AJ6771!UTM  17      -   1.00000320  x   0.99960136  =   0.99960456
 AJ6771
 AJ6771                          SUPERSEDED SURVEY CONTROL
 AJ6771
 AJ6771  NAVD 88 (12/12/02)    4.35   (m)           14.3    (f) LEVELING    3  
 AJ6771
 AJ6771.Superseded values are not recommended for survey control.
 AJ6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6771.See file dsdata.txt to determine how the superseded data were derived.
 AJ6771
 AJ6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1047896402(NAD 83)
 AJ6771_MARKER: DD = SURVEY DISK
 AJ6771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6771_STAMPING: A 535 2001 CERP
 AJ6771_MARK LOGO: USE   
 AJ6771_PROJECTION: RECESSED 8 CENTIMETERS
 AJ6771_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6771+STABILITY: SURFACE MOTION
 AJ6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6771+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ6771
 AJ6771  HISTORY     - Date     Condition        Report By
 AJ6771  HISTORY     - 20010710 MONUMENTED       MOREKL
 AJ6771  HISTORY     - 2002     GOOD             MAPTEC
 AJ6771
 AJ6771                          STATION DESCRIPTION
 AJ6771
 AJ6771'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ6771'THE STATION IS LOCATED ABOUT 45.9 KM (28.5 MILES) WEST OF ANDYTOWN,
 AJ6771'ABOUT 57.9 KM (36 MILES)
 AJ6771'SOUTHEAST OF IMMOKOLEE, ABOUT 43.5 KM (27.0 MILES) EAST OF MILES CITY,
 AJ6771'IN SECTION 25,
 AJ6771'TOWNSHIP 49 SOUTH, RANGE 34 EAST.
 AJ6771' 
 AJ6771'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT (CANAL RIGHT OF
 AJ6771'WAY)
 AJ6771' 
 AJ6771'TO REACH THE STATION FROM THE JUNCTION OF SNAKE ROAD AND INTERSTATE 75
 AJ6771'(EXIT 14), GO
 AJ6771'WEST ON INTERSTATE 75 FOR 3.7 KM (2.3 MILES) TO THE EAST END OF BRIDGE
 AJ6771'NO. 030283, TURN
 AJ6771'RIGHT AT ACCESS ROAD (UNIMPROVED DIRT ROAD) JUST BEFORE THE CREST OF
 AJ6771'THE BRIDGE, GO 0.08
 AJ6771'KM (0.05 MILES) CURVING TO THE LEFT TO THE JUNCTION WITH L-28 LEVEE
 AJ6771'ROAD (EAST SIDE OF
 AJ6771'CANAL), PROCEED NORTH 1.5 KM (0.95 MILES) TO THE MARK ON THE RIGHT.
 AJ6771' 
 AJ6771'MARK IS 81.2 METERS (266.3 FEET) NORTH OF A WOOD UTILITY POLE, 28.0
 AJ6771'METERS (92.0 FEET) SOUTH
 AJ6771'OF A WOOD UTILITY POLE, 11.6 METERS (38.1 FEET) EAST OF APPROXIMATE
 AJ6771'CENTERLINE OF LEVEE
 AJ6771'ROAD, AND 4.3 METERS (14.2 FEET) WEST OF A CARSONITE WITNESS POST.
 AJ6771' 
 AJ6771'A MAGNET WAS PLACED 0.15 METERS (0.5 FEET) SOUTH OF AND 0.1 M (0.33
 AJ6771'FT) BELOW THE MARK.
 AJ6771' 
 AJ6771' 
 AJ6771' 
 AJ6771' 
 AJ6771'
 AJ6771
 AJ6771                          STATION RECOVERY (2002)
 AJ6771
 AJ6771'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ6771'THE STATION IS LOCATED ABOUT 45.9 KM (28.5 MILES) WEST OF ANDYTOWN,
 AJ6771'ABOUT 57.9 KM (36 MILES)
 AJ6771'SOUTHEAST OF IMMOKOLEE, ABOUT 43.5 KM (27.0 MILES) EAST OF MILES CITY,
 AJ6771'IN SECTION 25,
 AJ6771'TOWNSHIP 49 SOUTH, RANGE 34 EAST.
 AJ6771' 
 AJ6771'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT (CANAL RIGHT OF
 AJ6771'WAY)
 AJ6771' 
 AJ6771'TO REACH THE STATION FROM THE JUNCTION OF SNAKE ROAD AND INTERSTATE 75
 AJ6771'(EXIT 14), GO
 AJ6771'WEST ON INTERSTATE 75 FOR 3.7 KM (2.3 MILES) TO THE EAST END OF BRIDGE
 AJ6771'NO. 030283, TURN
 AJ6771'RIGHT AT ACCESS ROAD (UNIMPROVED DIRT ROAD) JUST BEFORE THE CREST OF
 AJ6771'THE BRIDGE, GO 0.08
 AJ6771'KM (0.05 MILES) CURVING TO THE LEFT TO THE JUNCTION WITH L-28 LEVEE
 AJ6771'ROAD (EAST SIDE OF
 AJ6771'CANAL), PROCEED NORTH 1.5 KM (0.95 MILES) TO THE MARK ON THE RIGHT.
 AJ6771' 
 AJ6771'MARK IS 81.2 METERS (266.3 FEET) NORTH OF A WOOD UTILITY POLE, 28.0
 AJ6771'METERS (92.0 FEET) SOUTH
 AJ6771'OF A WOOD UTILITY POLE, 11.6 METERS (38.1 FEET) EAST OF APPROXIMATE
 AJ6771'CENTERLINE OF LEVEE
 AJ6771'ROAD, AND 4.3 METERS (14.2 FEET) WEST OF A CARSONITE WITNESS POST.
 AJ6771' 
 AJ6771'A MAGNET WAS PLACED 0.15 METERS (0.5 FEET) SOUTH OF AND 0.1 M (0.33
 AJ6771'FT) BELOW THE MARK.
 AJ6771' 
 AJ6771' 
 AJ6771'STATION RECOVERY (2002)
 AJ6771'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ6771'RECOVERED AS DESCRIBED.
 AJ6771' 
 AJ6771' 
 AJ6771' 
 AJ6771'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6793 ***********************************************************************
 AJ6793  DESIGNATION -  A 536
 AJ6793  PID         -  AJ6793
 AJ6793  STATE/COUNTY-  FL/HENDRY
 AJ6793  USGS QUAD   -  COW BONE ISLAND (1990)
 AJ6793
 AJ6793                         *CURRENT SURVEY CONTROL
 AJ6793  ___________________________________________________________________
 AJ6793* NAD 83(1999)-  26 21 31.30638(N)    081 00 44.96307(W)     ADJUSTED  
 AJ6793* NAVD 88     -         6.286  (meters)      20.62   (feet)  ADJUSTED  
 AJ6793  ___________________________________________________________________
 AJ6793  X           -     893,381.948 (meters)                     COMP
 AJ6793  Y           -  -5,648,560.580 (meters)                     COMP
 AJ6793  Z           -   2,814,717.252 (meters)                     COMP
 AJ6793  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AJ6793  ELLIP HEIGHT-         -18.48  (meters)          (12/12/02) GPS OBS
 AJ6793  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AJ6793  DYNAMIC HT  -           6.276 (meters)      20.59  (feet)  COMP
 AJ6793  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 AJ6793
 AJ6793  HORZ ORDER  -  FIRST
 AJ6793  VERT ORDER  -  FIRST     CLASS II
 AJ6793  ELLP ORDER  -  SECOND    CLASS II
 AJ6793
 AJ6793.The horizontal coordinates were established by GPS observations
 AJ6793.and adjusted by the National Geodetic Survey in December 2002..
 AJ6793
 AJ6793.The orthometric height was determined by differential leveling
 AJ6793.and adjusted by the National Geodetic Survey in January 2002..
 AJ6793
 AJ6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6793
 AJ6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6793
 AJ6793.The ellipsoidal height was determined by GPS observations
 AJ6793.and is referenced to NAD 83.
 AJ6793
 AJ6793.The geoid height was determined by GEOID03.
 AJ6793
 AJ6793.The dynamic height is computed by dividing the NAVD 88
 AJ6793.geopotential number by the normal gravity value computed on the
 AJ6793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6793.degrees latitude (g = 980.6199 gals.).
 AJ6793
 AJ6793.The modeled gravity was interpolated from observed gravity values.
 AJ6793
 AJ6793;                    North         East     Units Scale Factor Converg.
 AJ6793;SPC FL E     -   224,352.792   198,753.451   MT  0.99994120   -0 00 20.0
 AJ6793;SPC FL E     -   736,064.12    652,076.95   sFT  0.99994120   -0 00 20.0
 AJ6793;UTM  17      - 2,915,408.225   498,753.876   MT  0.99960002   -0 00 20.0
 AJ6793
 AJ6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6793!SPC FL E     -   1.00000290  x   0.99994120  =   0.99994410
 AJ6793!UTM  17      -   1.00000290  x   0.99960002  =   0.99960292
 AJ6793
 AJ6793                          SUPERSEDED SURVEY CONTROL
 AJ6793
 AJ6793  NAVD 88 (12/12/02)    6.29   (m)           20.6    (f) LEVELING    3  
 AJ6793
 AJ6793.Superseded values are not recommended for survey control.
 AJ6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6793.See file dsdata.txt to determine how the superseded data were derived.
 AJ6793
 AJ6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK9875415408(NAD 83)
 AJ6793_MARKER: DD = SURVEY DISK
 AJ6793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6793_STAMPING: A 536 2001 CERP
 AJ6793_MARK LOGO: USE   
 AJ6793_PROJECTION: RECESSED 15 CENTIMETERS
 AJ6793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6793+STABILITY: SURFACE MOTION
 AJ6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6793+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ6793
 AJ6793  HISTORY     - Date     Condition        Report By
 AJ6793  HISTORY     - 20010726 MONUMENTED       MOREKL
 AJ6793  HISTORY     - 2002     GOOD             MAPTEC
 AJ6793
 AJ6793                          STATION DESCRIPTION
 AJ6793
 AJ6793'DESCRIBED BY MORGAN AND EKLUND INC 2001 (PDW)
 AJ6793'THE STATION IS ABOUT 61.6 KM (38.3 MILES) NORTHWEST OF ANDYTOWN, ABOUT
 AJ6793'40.2 KM (25.0 MILES)
 AJ6793'NORTHEAST OF MILES CITY, ABOUT 44.7 KM (27.8 MILES) SOUTH OF
 AJ6793'CLEWISTON, IN SECTION 34,
 AJ6793'TOWNSHIP 47 SOUTH, RANGE 33 EAST.
 AJ6793' 
 AJ6793'OWNERSHIP   HENDRY COUNTY (ROAD RIGHT OF WAY)
 AJ6793' 
 AJ6793'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 80 AND COUNTY
 AJ6793'ROAD 833, ABOUT
 AJ6793'19.4 KM (12.0 MILES) WEST OF CLEWISTON, GO SOUTH ON COUNTY ROAD 833
 AJ6793'FOR 32.5 KM (20.2 MILES)
 AJ6793'TO THE JUNCTION OF COUNTY ROAD 846, GO EAST ON COUNTY ROAD 846/833 FOR
 AJ6793'9.6 KM (6.0 MILES)
 AJ6793'TO A 90 DEGREE BEND TO THE SOUTH, CONTINUE SOUTH ON COUNTY ROAD 833 TO
 AJ6793'THE JUNCTION OF
 AJ6793'COUNTY ROAD 835 (ALSO KNOW AS COUNTY ROAD 846), CONTINUE SOUTH ON
 AJ6793'COUNTY ROAD 833 FOR
 AJ6793'8.3 KM (5.1 MILES) AND THE MARK ON THE RIGHT.
 AJ6793' 
 AJ6793'THE MARK IS ON THE WEST SIDE OF COUNTY ROAD 833, 32.2 METERS (105.5
 AJ6793'FEET) NORTH
 AJ6793'NORTHEAST OF A WOOD UTILITY POLE, 6.4 METERS (21.1 FEET) SOUTH
 AJ6793'SOUTHEAST OF THE NORTH
 AJ6793'END OF A CONCRETE HEADWALL, 2.0 METERS (6.6 FEET) EAST OF THE SOUTH
 AJ6793'END OF A CONCRETE
 AJ6793'HEADWALL AND CARSONITE WITNESS POST, 5.4 METERS (17.8 FEET) WEST OF
 AJ6793'THE CENTERLINE OF
 AJ6793'PAVEMENT OF COUNTY ROAD 833.
 AJ6793' 
 AJ6793'NOTE   A MAGNET WAS PLACED 0.18 METERS (0.6 FEET) SOUTH OF AND 0.1
 AJ6793'METERS (0.3 FEET) BELOW
 AJ6793'             THE MARK.
 AJ6793' 
 AJ6793' 
 AJ6793'
 AJ6793
 AJ6793                          STATION RECOVERY (2002)
 AJ6793
 AJ6793'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ6793'THE STATION IS ABOUT 61.6 KM (38.3 MILES) NORTHWEST OF ANDYTOWN, ABOUT
 AJ6793'40.2 KM (25.0 MILES)
 AJ6793'NORTHEAST OF MILES CITY, ABOUT 44.7 KM (27.8 MILES) SOUTH OF
 AJ6793'CLEWISTON, IN SECTION 34,
 AJ6793'TOWNSHIP 47 SOUTH, RANGE 33 EAST.
 AJ6793' 
 AJ6793'OWNERSHIP   HENDRY COUNTY (ROAD RIGHT OF WAY)
 AJ6793' 
 AJ6793'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 80 AND COUNTY
 AJ6793'ROAD 833, ABOUT
 AJ6793'19.4 KM (12.0 MILES) WEST OF CLEWISTON, GO SOUTH ON COUNTY ROAD 833
 AJ6793'FOR 32.5 KM (20.2 MILES)
 AJ6793'TO THE JUNCTION OF COUNTY ROAD 846, GO EAST ON COUNTY ROAD 846/833 FOR
 AJ6793'9.6 KM (6.0 MILES)
 AJ6793'TO A 90 DEGREE BEND TO THE SOUTH, CONTINUE SOUTH ON COUNTY ROAD 833 TO
 AJ6793'THE JUNCTION OF
 AJ6793'COUNTY ROAD 835 (ALSO KNOW AS COUNTY ROAD 846), CONTINUE SOUTH ON
 AJ6793'COUNTY ROAD 833 FOR
 AJ6793'8.3 KM (5.1 MILES) AND THE MARK ON THE RIGHT.
 AJ6793' 
 AJ6793'THE MARK IS ON THE WEST SIDE OF COUNTY ROAD 833, 32.2 METERS (105.5
 AJ6793'FEET) NORTH
 AJ6793'NORTHEAST OF A WOOD UTILITY POLE, 6.4 METERS (21.1 FEET) SOUTH
 AJ6793'SOUTHEAST OF THE NORTH
 AJ6793'END OF A CONCRETE HEADWALL, 2.0 METERS (6.6 FEET) EAST OF THE SOUTH
 AJ6793'END OF A CONCRETE
 AJ6793'HEADWALL AND CARSONITE WITNESS POST, 5.4 METERS (17.8 FEET) WEST OF
 AJ6793'THE CENTERLINE OF
 AJ6793'PAVEMENT OF COUNTY ROAD 833.
 AJ6793' 
 AJ6793'NOTE   A MAGNET WAS PLACED 0.18 METERS (0.6 FEET) SOUTH OF AND 0.1
 AJ6793'METERS (0.3 FEET) BELOW
 AJ6793'             THE MARK.
 AJ6793' 
 AJ6793' 
 AJ6793'STATION RECOVERY (2002)
 AJ6793'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ6793'RECOVERED AS DESCRIBED.
 AJ6793' 
 AJ6793'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8802 ***********************************************************************
 AJ8802  DESIGNATION -  A 537
 AJ8802  PID         -  AJ8802
 AJ8802  STATE/COUNTY-  FL/PALM BEACH
 AJ8802  USGS QUAD   -  LOXAHATCHEE SE (1984)
 AJ8802
 AJ8802                         *CURRENT SURVEY CONTROL
 AJ8802  ___________________________________________________________________
 AJ8802* NAD 83(1999)-  26 36 08.92977(N)    080 16 47.54260(W)     ADJUSTED  
 AJ8802* NAVD 88     -         7.243  (meters)      23.76   (feet)  ADJUSTED  
 AJ8802  ___________________________________________________________________
 AJ8802  X           -     963,499.313 (meters)                     COMP
 AJ8802  Y           -  -5,624,805.187 (meters)                     COMP
 AJ8802  Z           -   2,838,893.630 (meters)                     COMP
 AJ8802  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AJ8802  ELLIP HEIGHT-         -18.37  (meters)          (12/12/02) GPS OBS
 AJ8802  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ8802  DYNAMIC HT  -           7.232 (meters)      23.73  (feet)  COMP
 AJ8802  MODELED GRAV-     979,107.5   (mgal)                       NAVD 88
 AJ8802
 AJ8802  HORZ ORDER  -  FIRST
 AJ8802  VERT ORDER  -  FIRST     CLASS II
 AJ8802  ELLP ORDER  -  THIRD     CLASS I
 AJ8802
 AJ8802.The horizontal coordinates were established by GPS observations
 AJ8802.and adjusted by the National Geodetic Survey in December 2002..
 AJ8802
 AJ8802.The orthometric height was determined by differential leveling
 AJ8802.and adjusted by the National Geodetic Survey in May 2002..
 AJ8802
 AJ8802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8802
 AJ8802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8802
 AJ8802.The ellipsoidal height was determined by GPS observations
 AJ8802.and is referenced to NAD 83.
 AJ8802
 AJ8802.The geoid height was determined by GEOID03.
 AJ8802
 AJ8802.The dynamic height is computed by dividing the NAVD 88
 AJ8802.geopotential number by the normal gravity value computed on the
 AJ8802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8802.degrees latitude (g = 980.6199 gals.).
 AJ8802
 AJ8802.The modeled gravity was interpolated from observed gravity values.
 AJ8802
 AJ8802;                    North         East     Units Scale Factor Converg.
 AJ8802;SPC FL E     -   251,563.162   271,722.662   MT  1.00000466   +0 19 20.9
 AJ8802;SPC FL E     -   825,336.81    891,476.77   sFT  1.00000466   +0 19 20.9
 AJ8802;UTM  17      - 2,942,609.311   571,698.191   MT  0.99966346   +0 19 20.9
 AJ8802
 AJ8802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8802!SPC FL E     -   1.00000289  x   1.00000466  =   1.00000755
 AJ8802!UTM  17      -   1.00000289  x   0.99966346  =   0.99966635
 AJ8802
 AJ8802                          SUPERSEDED SURVEY CONTROL
 AJ8802
 AJ8802  NAVD 88 (12/12/02)    7.24   (m)           23.8    (f) LEVELING    3  
 AJ8802
 AJ8802.Superseded values are not recommended for survey control.
 AJ8802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8802.See file dsdata.txt to determine how the superseded data were derived.
 AJ8802
 AJ8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7169842609(NAD 83)
 AJ8802_MARKER: DD = SURVEY DISK
 AJ8802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8802_STAMPING: A 537 2001 CERP
 AJ8802_MARK LOGO: USE   
 AJ8802_PROJECTION: RECESSED 10 CENTIMETERS
 AJ8802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8802+STABILITY: SURFACE MOTION
 AJ8802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8802+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 AJ8802
 AJ8802  HISTORY     - Date     Condition        Report By
 AJ8802  HISTORY     - 20010919 MONUMENTED       MOREKL
 AJ8802  HISTORY     - 20020420 GOOD             MAPTEC
 AJ8802  HISTORY     - 20040812 GOOD             NICKMI
 AJ8802
 AJ8802                          STATION DESCRIPTION
 AJ8802
 AJ8802'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8802'THE STATION IS LOCATED ABOUT 36.5 KM (22.7 MILES) NORTH NORTHWEST OF
 AJ8802'DEERFIELD BEACH,
 AJ8802'ABOUT 22.8 KM (14.2 MILES) WEST NORTHWEST OF BOYNTON BEACH, ABOUT 9.0
 AJ8802'KM (5.6 MILES) SOUTH
 AJ8802'OF LOXAHATCHEE IN SECTION 32, TOWNSHIP 44 SOUTH, RANGE 41 EAST.
 AJ8802' 
 AJ8802'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 AJ8802' 
 AJ8802'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 804 (BOYNTON
 AJ8802'BEACH BLVD.) AND
 AJ8802'STATE ROAD 7 / U.S. 441, GO SOUTH ON STATE ROAD 7 / U.S. 441 FOR 3.2
 AJ8802'KM (2.0 MILES) TO THE
 AJ8802'INTERSECTION OF LEE ROAD AND STATE ROAD 7 / U.S. 441, TURN RIGHT AND
 AJ8802'GO WEST ON LEE ROAD
 AJ8802'FOR 1.6 KM (1.0 MILES) TO THE END AT THE ARTHUR R. MARSHALL
 AJ8802'LOXAHATCHEE WILDLIFE REFUGE,
 AJ8802'TURN RIGHT AND GO NORTH ON L-40 LEVEE, PASSING THROUGH ACCESS GATE,
 AJ8802'FOR 13.3 KM (8.25
 AJ8802'MILES) TO THE MARK ON THE RIGHT IN A TURN AROUND AREA.
 AJ8802' 
 AJ8802'THE MARK IS 15.2 METERS (50.0 FEET) SOUTH OF THE NORTH END OF THE TURN
 AJ8802'AROUND AREA, 8.8
 AJ8802'METERS (29.0 FEET) NORTH OF THE SOUTH END OF THE TURN AROUND AREA, 4.3
 AJ8802'METERS (14.2 FEET)
 AJ8802'WEST OF A CARSONITE WITNESS POST AND 3.5 METERS (11.6 FEET) EAST OF
 AJ8802'THE CENTERLINE OF L-40
 AJ8802'LEVEE.
 AJ8802' 
 AJ8802'NOTE  A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1
 AJ8802'METERS (0.3 FEET) BELOW
 AJ8802'            THE MARK.
 AJ8802' 
 AJ8802' 
 AJ8802' 
 AJ8802'
 AJ8802
 AJ8802                          STATION RECOVERY (2002)
 AJ8802
 AJ8802'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ8802'THE STATION IS LOCATED ABOUT 36.5 KM (22.7 MILES) NORTH NORTHWEST OF
 AJ8802'DEERFIELD BEACH,
 AJ8802'ABOUT 22.8 KM (14.2 MILES) WEST NORTHWEST OF BOYNTON BEACH, ABOUT 9.0
 AJ8802'KM (5.6 MILES) SOUTH
 AJ8802'OF LOXAHATCHEE IN SECTION 32, TOWNSHIP 44 SOUTH, RANGE 41 EAST.
 AJ8802' 
 AJ8802'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 AJ8802' 
 AJ8802'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 804 (BOYNTON
 AJ8802'BEACH BLVD.) AND
 AJ8802'STATE ROAD 7 / U.S. 441, GO SOUTH ON STATE ROAD 7 / U.S. 441 FOR 3.2
 AJ8802'KM (2.0 MILES) TO THE
 AJ8802'INTERSECTION OF LEE ROAD AND STATE ROAD 7 / U.S. 441, TURN RIGHT AND
 AJ8802'GO WEST ON LEE ROAD
 AJ8802'FOR 1.6 KM (1.0 MILES) TO THE END AT THE ARTHUR R. MARSHALL
 AJ8802'LOXAHATCHEE WILDLIFE REFUGE,
 AJ8802'TURN RIGHT AND GO NORTH ON L-40 LEVEE, PASSING THROUGH ACCESS GATE,
 AJ8802'FOR 13.3 KM (8.25
 AJ8802'MILES) TO THE MARK ON THE RIGHT IN A TURN AROUND AREA.
 AJ8802' 
 AJ8802'THE MARK IS 15.2 METERS (50.0 FEET) SOUTH OF THE NORTH END OF THE TURN
 AJ8802'AROUND AREA, 8.8
 AJ8802'METERS (29.0 FEET) NORTH OF THE SOUTH END OF THE TURN AROUND AREA, 4.3
 AJ8802'METERS (14.2 FEET)
 AJ8802'WEST OF A CARSONITE WITNESS POST AND 3.5 METERS (11.6 FEET) EAST OF
 AJ8802'THE CENTERLINE OF L-40
 AJ8802'LEVEE.
 AJ8802' 
 AJ8802'NOTE  A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1
 AJ8802'METERS (0.3 FEET) BELOW
 AJ8802'            THE MARK.
 AJ8802' 
 AJ8802' 
 AJ8802'STATION RECOVERY (2002)
 AJ8802'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ8802'RECOVERED AS DESCRIBED.
 AJ8802' 
 AJ8802' 
 AJ8802'
 AJ8802
 AJ8802                          STATION RECOVERY (2004)
 AJ8802
 AJ8802'RECOVERY NOTE BY NICK MILLER INCORPORATED 2004 (JGR)
 AJ8802'TO REACH THE STATION FROM INTX. OF SR 80 AND SR 7, HEAD WEST APPROX. 6
 AJ8802'MILES TO FLYING COW RD. HEAD SOUTH ALONG FLYING COW RD TO THE ENTRANCE
 AJ8802'TO STORM TREATMENT AREA 1E. HEAD SOUTH ALONG DIRT RD FOR 5 MILES TO
 AJ8802'THE SFWMD PUMPING STATION S-362, BENCHMARK IS LOCATED APPROX.  3.5
 AJ8802'MILES SE ALONG L-40 LEVEE. STATION IS LOCATED ON LEFT 4 FEET NW OF A
 AJ8802'WITNESS POST AND 12 FT SE OF THE VISUAL CENTERLINE OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0811 ***********************************************************************
 BD0811  DESIGNATION -  A 54
 BD0811  PID         -  BD0811
 BD0811  STATE/COUNTY-  FL/COLUMBIA
 BD0811  USGS QUAD   -  BENTON (1993)
 BD0811
 BD0811                         *CURRENT SURVEY CONTROL
 BD0811  ___________________________________________________________________
 BD0811* NAD 83(1986)-  30 29 10.     (N)    082 39 44.     (W)     SCALED    
 BD0811* NAVD 88     -        37.622  (meters)     123.43   (feet)  ADJUSTED  
 BD0811  ___________________________________________________________________
 BD0811  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BD0811  DYNAMIC HT  -          37.573 (meters)     123.27  (feet)  COMP
 BD0811  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BD0811
 BD0811  VERT ORDER  -  SECOND    CLASS 0
 BD0811
 BD0811.The horizontal coordinates were scaled from a topographic map and have
 BD0811.an estimated accuracy of +/- 6 seconds.
 BD0811
 BD0811.The orthometric height was determined by differential leveling
 BD0811.and adjusted by the National Geodetic Survey in June 1991..
 BD0811
 BD0811.The geoid height was determined by GEOID03.
 BD0811
 BD0811.The dynamic height is computed by dividing the NAVD 88
 BD0811.geopotential number by the normal gravity value computed on the
 BD0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0811.degrees latitude (g = 980.6199 gals.).
 BD0811
 BD0811.The modeled gravity was interpolated from observed gravity values.
 BD0811
 BD0811;                    North         East    Units  Estimated Accuracy
 BD0811;SPC FL N     -   166,160.      776,440.      MT  (+/- 180 meters Scaled)
 BD0811
 BD0811                          SUPERSEDED SURVEY CONTROL
 BD0811
 BD0811  NGVD 29 (??/??/92)   37.898  (m)          124.34   (f) ADJ UNCH    2 0
 BD0811
 BD0811.Superseded values are not recommended for survey control.
 BD0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0811.See file dsdata.txt to determine how the superseded data were derived.
 BD0811
 BD0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP404738(NAD 83)
 BD0811_MARKER: DB = BENCH MARK DISK
 BD0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0811_STAMPING: 124.357 A 54 1934
 BD0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0811+STABILITY: SURFACE MOTION
 BD0811
 BD0811  HISTORY     - Date     Condition        Report By
 BD0811  HISTORY     - 1934     MONUMENTED       CGS
 BD0811  HISTORY     - 1954     GOOD             NGS
 BD0811  HISTORY     - 1961     MARK NOT FOUND   USGS
 BD0811
 BD0811                          STATION DESCRIPTION
 BD0811
 BD0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0811'20.4 MI N FROM LAKE CITY.
 BD0811'20.4 MILES NORTH ALONG U.S. HIGHWAY 441 FROM THE COURT HOUSE
 BD0811'AT LAKE CITY, AT THE JUNCTION OF THE HIGHWAY AND A ROAD EAST TO
 BD0811'BENTON FIRE TOWER, 502 FEET WEST OF THE CENTER LINE OF THE
 BD0811'HIGHWAY, 34 FEET NORTH OF THE EXTENDED LINE OF A ROW OF POWER
 BD0811'POLES THAT ARE ALONG THE SOUTH SIDE OF THE ROAD EAST TO THE TOWER,
 BD0811'58 FEET NORTH OF THE CENTER LINE OF AN OLD ABANDONED ROAD, 48
 BD0811'FEET EAST OF THE CENTER LINE OF THE OLD ABANDONED HIGHWAY, ABOUT
 BD0811'LEVEL WITH THE ABANDONED ROADS AND IN THE TOP OF A CONCRETE
 BD0811'POST PROJECTING 10 INCHES.  NOTE-- THE BENCH MARK WAS NOT FOUND
 BD0811'AFTER A THOROUGH SEARCH OF THE AREA DESCRIBED.  IT IS BELIEVED TO
 BD0811'BE COVERED OR DESTROYED BY HIGHWAY IMPROVEMENTS.
 BD0811
 BD0811                          STATION RECOVERY (1961)
 BD0811
 BD0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BD0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8505 ***********************************************************************
 AJ8505  DESIGNATION -  A 543
 AJ8505  PID         -  AJ8505
 AJ8505  STATE/COUNTY-  FL/MARTIN
 AJ8505  USGS QUAD   -  BLUEFIELD (1970)
 AJ8505
 AJ8505                         *CURRENT SURVEY CONTROL
 AJ8505  ___________________________________________________________________
 AJ8505* NAD 83(1986)-  27 09 44.     (N)    080 36 50.     (W)     SCALED    
 AJ8505* NAVD 88     -         9.937  (meters)      32.60   (feet)  ADJUSTED  
 AJ8505  ___________________________________________________________________
 AJ8505  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AJ8505  DYNAMIC HT  -           9.922 (meters)      32.55  (feet)  COMP
 AJ8505  MODELED GRAV-     979,094.2   (mgal)                       NAVD 88
 AJ8505
 AJ8505  VERT ORDER  -  FIRST     CLASS II
 AJ8505
 AJ8505.The horizontal coordinates were scaled from a topographic map and have
 AJ8505.an estimated accuracy of +/- 6 seconds.
 AJ8505
 AJ8505.The orthometric height was determined by differential leveling
 AJ8505.and adjusted by the National Geodetic Survey in May 2002..
 AJ8505
 AJ8505.The geoid height was determined by GEOID03.
 AJ8505
 AJ8505.The dynamic height is computed by dividing the NAVD 88
 AJ8505.geopotential number by the normal gravity value computed on the
 AJ8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8505.degrees latitude (g = 980.6199 gals.).
 AJ8505
 AJ8505.The modeled gravity was interpolated from observed gravity values.
 AJ8505
 AJ8505;                    North         East    Units  Estimated Accuracy
 AJ8505;SPC FL E     -   313,440.      238,270.      MT  (+/- 180 meters Scaled)
 AJ8505
 AJ8505                          SUPERSEDED SURVEY CONTROL
 AJ8505
 AJ8505.No superseded survey control is available for this station.
 AJ8505
 AJ8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL382044(NAD 83)
 AJ8505_MARKER: DD = SURVEY DISK
 AJ8505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8505_STAMPING: A 543 2001 CERP
 AJ8505_MARK LOGO: USE   
 AJ8505_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8505+STABILITY: SURFACE MOTION
 AJ8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8505+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 AJ8505
 AJ8505  HISTORY     - Date     Condition        Report By
 AJ8505  HISTORY     - 20010911 MONUMENTED       FOST
 AJ8505
 AJ8505                          STATION DESCRIPTION
 AJ8505
 AJ8505'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8505'THE MONUMENT IS LOCATED 14.5 MILES (23.35 KM) SOUTHEAST OF OKEECHOBEE,
 AJ8505'FL. AND 13.2 MILES (21.25 KM)
 AJ8505'NORTHWEST OF INDIANTOWN, FL., SECTION 15, TOWNSHIP 38 SOUTH, RANGE 37
 AJ8505'EAST.
 AJ8505' 
 AJ8505'OWNERSHIP IS MARTIN COUNTY RIGHT OF WAY.
 AJ8505' 
 AJ8505'TO REACH THE MONUMENT FROM THE INTERSECTION OF ADAMS AVENUE AND STATE
 AJ8505'ROAD 710 IN
 AJ8505'INDIANTOWN, GO NORTHWEST ON STATE ROAD 710 16.1 MILES (25.91 KM) TO
 AJ8505'THE JUNCTION OF COUNTY ROAD
 AJ8505'714 AND STATE ROAD 710. THENCE PROCEED EAST ON COUNTY ROAD 714 4.1
 AJ8505'MILES (6.60 KM) TO THE
 AJ8505'MONUMENT LOCATION ON THE SOUTH SIDE (RIGHT) OF THE HIGHWAY. THE
 AJ8505'MONUMENT IS 8.1 MILES (13.04 KM)
 AJ8505'WEST OF THE INTERSECTION OF COUNTY ROAD 609 AND STATE ROAD 714/COUNTY
 AJ8505'ROAD 714. A RAILROAD
 AJ8505'CROSSING IS 1.0 MILES (1.61 KM) WEST OF THE MONUMENT.
 AJ8505' 
 AJ8505'THE MONUMENT IS 14.0 FEET (4.27 M) SOUTH OF THE CENTERLINE OF THE
 AJ8505'ROAD, 10.0 FEET (3.05 M) NORTHEAST
 AJ8505'OF A 10 INCH OAK TREE, 6.0 FEET (1.83 M) NORTH OF THE NORTH TOP OF
 AJ8505'BANK OF THE ROADWAY DITCH AND 6.0
 AJ8505'FEET (1.83 M) NORTH OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS
 AJ8505'BURIED NEARBY AT AN
 AJ8505'UNSPECIFIED POSITION.
 AJ8505' 
 AJ8505'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8577 ***********************************************************************
 AJ8577  DESIGNATION -  A 544
 AJ8577  PID         -  AJ8577
 AJ8577  STATE/COUNTY-  FL/ST LUCIE
 AJ8577  USGS QUAD   -  BLUEFIELD (1970)
 AJ8577
 AJ8577                         *CURRENT SURVEY CONTROL
 AJ8577  ___________________________________________________________________
 AJ8577* NAD 83(1986)-  27 13 33.     (N)    080 34 46.     (W)     SCALED    
 AJ8577* NAVD 88     -         7.803  (meters)      25.60   (feet)  ADJUSTED  
 AJ8577  ___________________________________________________________________
 AJ8577  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AJ8577  DYNAMIC HT  -           7.790 (meters)      25.56  (feet)  COMP
 AJ8577  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 AJ8577
 AJ8577  VERT ORDER  -  FIRST     CLASS II
 AJ8577
 AJ8577.The horizontal coordinates were scaled from a topographic map and have
 AJ8577.an estimated accuracy of +/- 6 seconds.
 AJ8577
 AJ8577.The orthometric height was determined by differential leveling
 AJ8577.and adjusted by the National Geodetic Survey in May 2002..
 AJ8577
 AJ8577.The geoid height was determined by GEOID03.
 AJ8577
 AJ8577.The dynamic height is computed by dividing the NAVD 88
 AJ8577.geopotential number by the normal gravity value computed on the
 AJ8577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8577.degrees latitude (g = 980.6199 gals.).
 AJ8577
 AJ8577.The modeled gravity was interpolated from observed gravity values.
 AJ8577
 AJ8577;                    North         East    Units  Estimated Accuracy
 AJ8577;SPC FL E     -   320,500.      241,660.      MT  (+/- 180 meters Scaled)
 AJ8577
 AJ8577                          SUPERSEDED SURVEY CONTROL
 AJ8577
 AJ8577.No superseded survey control is available for this station.
 AJ8577
 AJ8577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL416115(NAD 83)
 AJ8577_MARKER: DD = SURVEY DISK
 AJ8577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8577_STAMPING: A 544 2001 CERP
 AJ8577_MARK LOGO: USE   
 AJ8577_PROJECTION: RECESSED 8 CENTIMETERS
 AJ8577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8577+STABILITY: SURFACE MOTION
 AJ8577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8577+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 AJ8577
 AJ8577  HISTORY     - Date     Condition        Report By
 AJ8577  HISTORY     - 20010919 MONUMENTED       FOST
 AJ8577
 AJ8577                          STATION DESCRIPTION
 AJ8577
 AJ8577'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8577'THE MONUMENT IS LOCATED 15.7 MILES (25.27 KM) NORTH OF INDIANTOWN, FL.
 AJ8577'AND 19.7 MILES (31.67 KM)
 AJ8577'NORTHWEST OF PALM CITY, FL., SECTION 30, TOWNSHIP 37 SOUTH, RANGE 38
 AJ8577'EAST.
 AJ8577' 
 AJ8577'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 AJ8577' 
 AJ8577'TO REACH THE MONUMENT FROM THE INTERSECTION OF COUNTY ROAD 714 AND
 AJ8577'COUNTY ROAD 609, 11.1 MILES
 AJ8577'(17.86 KM) WEST OF THE JUNCTION OF THE FLORIDA TURNPIKE, STATE ROAD
 AJ8577'714 AND COUNTY ROAD 714 IN
 AJ8577'PALM CITY FL., GO NORTH ON COUNTY ROAD 609 FOR 3.0 MILES (4.83 KM) TO
 AJ8577'THE NORTH END OF BRIDGE NO.
 AJ8577'940026 AND TURN LEFT ONTO CANAL/ORANGE GROVE ACCESS ROAD AND GO WEST
 AJ8577'0.05 MILES (0.08 KM) TO A
 AJ8577'LOCKED GATE SOUTH OF CANAL LEVEE AND NORTH OF CANAL. CONTINUE WEST
 AJ8577'ALONG ROADWAY AREA ON
 AJ8577'THE NORTH SIDE OF CANAL 6.0 MILES (9.66 KM) TO A NORTHEAST/SOUTHWEST
 AJ8577'RUNNING RAILROAD CROSSING
 AJ8577'WITH LOCKED GATES ON BOTH SIDES. THENCE CONTINUE NORTH 1.30 MILES
 AJ8577'(2.09 KM) ALONG ROADWAY AREA
 AJ8577'ON EAST SIDE OF CANAL TO MONUMENT LOCATION.
 AJ8577' 
 AJ8577'THE MONUMENT IS 17.0 FEET (5.18 M) EAST OF THE EAST TOP BANK OF COUNTY
 AJ8577'LINE CANAL, 28.5 FEET (8.69 M)
 AJ8577'WEST OF BARBED WIRE FENCELINE, 29.0 FEET (8.84 M) WEST OF TOE OF CANAL
 AJ8577'LEVEE AND 28.0 FEET (8.53 M)
 AJ8577'WEST OF CARSONITE WITNESS POST. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ8577'UNSPECIFIED POSITION.
 AJ8577'FOR KEY, CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT, WEST PALM
 AJ8577'BEACH, FL. AT PHONE
 AJ8577'NUMBER (407) 686-8800.
 AJ8577'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8326 ***********************************************************************
 AJ8326  DESIGNATION -  A 545
 AJ8326  PID         -  AJ8326
 AJ8326  STATE/COUNTY-  FL/PALM BEACH
 AJ8326  USGS QUAD   -  LOXAHATCHEE SW (1970)
 AJ8326
 AJ8326                         *CURRENT SURVEY CONTROL
 AJ8326  ___________________________________________________________________
 AJ8326* NAD 83(1999)-  26 34 33.57220(N)    080 26 46.23753(W)     ADJUSTED  
 AJ8326* NAVD 88     -         6.055  (meters)      19.87   (feet)  ADJUSTED  
 AJ8326  ___________________________________________________________________
 AJ8326  X           -     947,386.874 (meters)                     COMP
 AJ8326  Y           -  -5,628,872.759 (meters)                     COMP
 AJ8326  Z           -   2,836,268.849 (meters)                     COMP
 AJ8326  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ8326  ELLIP HEIGHT-         -19.18  (meters)          (12/12/02) GPS OBS
 AJ8326  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AJ8326  DYNAMIC HT  -           6.046 (meters)      19.84  (feet)  COMP
 AJ8326  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 AJ8326
 AJ8326  HORZ ORDER  -  FIRST
 AJ8326  VERT ORDER  -  FIRST     CLASS II
 AJ8326  ELLP ORDER  -  FOURTH    CLASS I
 AJ8326
 AJ8326.The horizontal coordinates were established by GPS observations
 AJ8326.and adjusted by the National Geodetic Survey in December 2002..
 AJ8326
 AJ8326.The orthometric height was determined by differential leveling
 AJ8326.and adjusted by the National Geodetic Survey in April 2002..
 AJ8326
 AJ8326.Photographs are available for this station.
 AJ8326
 AJ8326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8326
 AJ8326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8326
 AJ8326.The ellipsoidal height was determined by GPS observations
 AJ8326.and is referenced to NAD 83.
 AJ8326
 AJ8326.The geoid height was determined by GEOID03.
 AJ8326
 AJ8326.The dynamic height is computed by dividing the NAVD 88
 AJ8326.geopotential number by the normal gravity value computed on the
 AJ8326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8326.degrees latitude (g = 980.6199 gals.).
 AJ8326
 AJ8326.The modeled gravity was interpolated from observed gravity values.
 AJ8326
 AJ8326;                    North         East     Units Scale Factor Converg.
 AJ8326;SPC FL E     -   248,545.971   255,171.569   MT  0.99997874   +0 14 52.0
 AJ8326;SPC FL E     -   815,437.91    837,175.39   sFT  0.99997874   +0 14 52.0
 AJ8326;UTM  17      - 2,939,593.150   555,152.744   MT  0.99963755   +0 14 52.0
 AJ8326
 AJ8326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8326!SPC FL E     -   1.00000301  x   0.99997874  =   0.99998175
 AJ8326!UTM  17      -   1.00000301  x   0.99963755  =   0.99964056
 AJ8326
 AJ8326                          SUPERSEDED SURVEY CONTROL
 AJ8326
 AJ8326  NAVD 88 (12/12/02)    6.05   (m)           19.8    (f) LEVELING    3  
 AJ8326
 AJ8326.Superseded values are not recommended for survey control.
 AJ8326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8326.See file dsdata.txt to determine how the superseded data were derived.
 AJ8326
 AJ8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK5515339593(NAD 83)
 AJ8326_MARKER: F = FLANGE-ENCASED ROD
 AJ8326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8326_STAMPING: A 545 2001 CERP
 AJ8326_MARK LOGO: NONE  
 AJ8326_PROJECTION: FLUSH
 AJ8326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8326+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 AJ8326_ROD/PIPE-DEPTH:  7.0 meters
 AJ8326
 AJ8326  HISTORY     - Date     Condition        Report By
 AJ8326  HISTORY     - 20010920 MONUMENTED       SFLWMD
 AJ8326  HISTORY     - 20020424 GOOD             MAPTEC
 AJ8326  HISTORY     - 20021207 GOOD             FLDEP
 AJ8326  HISTORY     - 20030725 GOOD             FLDEP
 AJ8326
 AJ8326                          STATION DESCRIPTION
 AJ8326
 AJ8326'DESCRIBED BY S FL WATER MGMT DIST 2001 (JB)
 AJ8326'THE MONUMENT IS LOCATED APPROXIMATELY 18.9 MILES (30.42 KM) SOUTHEAST
 AJ8326'OF BELLE GLADE, FL. AND 19.7 MILES (31.70 KM) SOUTHWEST OF WEST PALM
 AJ8326'BEACH, FL. IN THE LOXAHATCHEE NATIONAL WILDLIFE REFUGE, APPROXIMATE
 AJ8326'SECTION 10, TOWNSHIP 45 SOUTH, RANGE 39 EAST.
 AJ8326' 
 AJ8326'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 AJ8326' 
 AJ8326'TO REACH THE MONUMENT FROM THE INTERSECTION OF INTERSTATE I-95 AND
 AJ8326'U.S. HIGHWAY 98 (SOUTHERN BLVD.) IN WEST PALM BEACH, GO WEST FROM THE
 AJ8326'SAID INTERSECTION 19.7 MILES (31.70 KM) ALONG U.S. HIGHWAY 98 TO THE
 AJ8326'JUNCTION OF U.S. HIGHWAY 98/441 AND COUNTY ROAD 880.  THENCE PROCEED
 AJ8326'SOUTHWEST 0.2 MILE (0.32 KM) ALONG COUNTY ROAD 880 TO THE ENTRANCE
 AJ8326'ROAD OF TWENTY MILE BEND PARK AT THE SOUTHEAST END OF BRIDGE CROSSING
 AJ8326'THE WEST PALM BEACH CANAL.  THENCE PROCEED EAST 0.8 MILE (1.29 KM)
 AJ8326'ALONG SAID ENTRANCE ROAD TO LOCKED GATE WITH GUARDHOUSE, THENCE
 AJ8326'PROCEED AROUND A CURVE HEADING SOUTH-SOUTHWEST 0.4 MILE (0.64 KM) TO A
 AJ8326'GATE PROVIDING ACCESS ONTO THE L-7 LEVEE.  THENCE PROCEED 0.9 MILE
 AJ8326'(1.45 KM) ALONG THE L-7 LEVEE TO FLOOD CONTROL STRUCTURE G-302,
 AJ8326'CONTINUE STRAIGHT IN A SOUTHWESTERLY DIRECTION ALONG THE LEVEE 1.6
 AJ8326'MILES (2.58 KM) TO STATION G-250, THEN 5.0 MILES (8.05 KM) TO STATION
 AJ8326'G-251.  AT STATION G-251 GO WEST ALONG LEVEE ROAD 0.3 MILE (0.48 KM)
 AJ8326'TO THE NORTHEAST GATE AT STATION G-310, THENCE 1.5 MILES (2.41 KM)
 AJ8326'SOUTH FROM THE SOUTHWEST GATE OF G-310 ALONG THE LEVEE ROAD TO THE
 AJ8326'MARK ON THE WEST SIDE (RIGHT) OF THE ROAD.  THE MONUMENT IS 7.2 MILES
 AJ8326'(11.59 KM) NORTH OF STATION S-6 AND MONUMENT FCE 1560.
 AJ8326' 
 AJ8326'THE MONUMENT IS 16.0 FEET (4.88 M) WEST OF THE CENTER OF THE LEVEE,
 AJ8326'39.0 FEET (11.89 M) EAST OF THE CENTER OF A DIRT ROAD AT THE TOE OF
 AJ8326'THE LEVEE, 13.0 FEET (3.96 M) EAST OF THE WEST TOP OF LEVEE IN THE
 AJ8326'APPROXIMATE CENTER OF A TURN AROUND AREA AND 13.0 FEET (3.96 M) EAST
 AJ8326'OF A CARSONITE WITNESS POST.  NOTE ACCESS TO THE DATUM POINT (TOP OF A
 AJ8326'STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH LOGO CAP.  FOR KEY,
 AJ8326'CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT, WEST PALM BEACH, FL.
 AJ8326'AT PHONE NUMBER (407) 686-8800.
 AJ8326' 
 AJ8326'NOTE A MAGNET WAS PLACED INSIDE THE PVC PIPE.
 AJ8326
 AJ8326                          STATION RECOVERY (2002)
 AJ8326
 AJ8326'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ8326'THE MONUMENT IS LOCATED APPROXIMATELY 18.9 MILES (30.42 KM) SOUTHEAST
 AJ8326'OF BELLE GLADE, FL.
 AJ8326'AND 19.7
 AJ8326'MILES (31.70 KM) SOUTHWEST OF WEST PALM BEACH, FL. IN THE LOXAHATCHEE
 AJ8326'NATIONAL WILDLIFE
 AJ8326'REFUGE,
 AJ8326'APPROXIMATE SECTION 10, TOWNSHIP 45 SOUTH, RANGE 39 EAST.
 AJ8326' 
 AJ8326'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMNT DISTRICT
 AJ8326' 
 AJ8326'TO REACH THE MONUMENT FROM THE INTERSECTION OF INTERSTATE I-95 AND
 AJ8326'U.S. HIGHWAY 98
 AJ8326'(SOUTHERN
 AJ8326'BLVD.) IN WEST PALM BEACH, GO WEST FROM THE SAID INTERSECTION 19.7
 AJ8326'MILES (31.70 KM) ALONG
 AJ8326'U.S.
 AJ8326'HIGHWAY 98 TO THE JUNCTION OF U.S. HIGHWAY 98/441 AND COUNTY ROAD 880.
 AJ8326'THENCE PROCEED
 AJ8326'SOUTHWEST 0.2 MILES (0.32 KM) ALONG COUNTY ROAD 880 TO THE ENTRANCE
 AJ8326'ROAD OF TWENTY MILE
 AJ8326'BEND
 AJ8326'PARK AT THE SOUTHEAST END OF BRIDGE CROSSING THE WEST PALM BEACH
 AJ8326'CANAL. THENCE
 AJ8326'PROCEED EAST
 AJ8326'0.8 MILES (1.29 KM) ALONG SAID ENTRANCE ROAD TO LOCKED GATE WITH
 AJ8326'GUARDHOUSE, THENCE
 AJ8326'PROCEED
 AJ8326'AROUND A CURVE HEADING SOUTH SOUTHWEST 0.4 MILES (0.64 KM) TO A GATE
 AJ8326'PROVIDING ACCESS
 AJ8326'ONTO THE
 AJ8326'L-7 LEVEE. THENCE PROCEED 0.9 MILES (1.45 KM) ALONG THE L-7 LEVEE TO
 AJ8326'FLOOD CONTROL
 AJ8326'STRUCTURE G-302,
 AJ8326'CONTINUE STRAIGHT IN A SOUTHWESTERLY DIRECTION ALONG THE LEVEE 1.6
 AJ8326'MILES (2.58 KM) TO
 AJ8326'STATION
 AJ8326'G-250, THEN 5.0 MILES (8.05 KM) TO STATION G-251. AT STATION G-251 GO
 AJ8326'WEST ALONG LEVEE ROAD
 AJ8326'0.3 MILES
 AJ8326'(0.48 KM) TO THE NORTHEAST GATE AT STATION G-310, THENCE 1.5 MILES
 AJ8326'(2.41 KM) SOUTH FROM THE
 AJ8326'SOUTHWEST GATE OF G-310 ALONG THE LEVEE ROAD TO THE MARK ON THE WEST
 AJ8326'SIDE (RIGHT) OF
 AJ8326'THE ROAD.
 AJ8326'THE MONUMENT IS 7.2 MILES (11.59 KM) NORTH OF STATION S-6 AND MONUMENT
 AJ8326'FCE 1560.
 AJ8326' 
 AJ8326'THE MONUMENT IS 16.0 FEET (4.88 M) WEST OF THE CENTER OF THE LEVEE,
 AJ8326'39.0 FEET (11.89 M) EAST
 AJ8326'OF THE
 AJ8326'CENTER OF A DIRT ROAD AT THE TOE OF THE LEVEE, 13.0 FEET (3.96 M) EAST
 AJ8326'OF THE WEST TOP OF
 AJ8326'LEVEE IN
 AJ8326'THE APPROXIMATE CENTER OF A TURN AROUND AREA AND 13.0 FEET (3.96 M)
 AJ8326'EAST OF A CARSONITE
 AJ8326'WITNESS
 AJ8326'POST. NOTE ACCESS TO THE DATUM POINT (TOP OF A STAINLESS STEEL ROD) IS
 AJ8326'HAD THROUGH A 5
 AJ8326'INCH LOGO
 AJ8326'CAP. FOR KEY, CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT, WEST
 AJ8326'PALM BEACH, FL. AT
 AJ8326'PHONE
 AJ8326'NUMBER (407) 686-8800. NOTE A MAGNET WAS PLACED INSIDE THE PVC PIPE.
 AJ8326' 
 AJ8326'STATION RECOVERY (2002)
 AJ8326'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ8326'RECOVERED AS DESCRIBED.
 AJ8326' 
 AJ8326'
 AJ8326
 AJ8326                          STATION RECOVERY (2002)
 AJ8326
 AJ8326'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AJ8326'RECOVERED AS DESCRIBED.
 AJ8326' 
 AJ8326'
 AJ8326
 AJ8326                          STATION RECOVERY (2003)
 AJ8326
 AJ8326'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AJ8326'THE MARK IS ABOUT 13.1 MI SOUTHWEST OF WEST PALM BEACH, 12.9 MI
 AJ8326'SOUTHEAST OF BELLE  GLADE, 7.2 MI NORTH OF FLOOD CONTROL STRUCTURE
 AJ8326'S-6, IN THE LOXAHATCHEE NATIONAL WILDLIFE  REFUGE CONSERVATION AREA,
 AJ8326'IN ESTIMATED SECTION 9, TOWNSHIP 45 SOUTH, RANGE 39 EAST.
 AJ8326' 
 AJ8326'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (STATE ROAD 7)
 AJ8326'AND U.S. HIGHWAY  98 (STATE ROAD 80, SOUTHERN BOULEVARD) IN WEST PALM
 AJ8326'BEACH, GO WEST ON STATE ROAD 80,  U.S. HIGHWAY 98, 441 (SOUTHERN
 AJ8326'BOULEVARD) FOR 11.4 MI TO THE JUNCTION OF COUNTY ROAD 880  ON THE
 AJ8326'LEFT, TURN LEFT ON COUNTY ROAD 880 AND GO SOUTHWEST (CROSSING OVER
 AJ8326'WEST PALM  BEACH CANAL) FOR 3.75 MI TO THE JUNCTION OF A PAVED ROAD ON
 AJ8326'THE LEFT, TURN LEFT ON THE  PAVED ROAD AND GO SOUTH FOR ABOUT 140.0 FT
 AJ8326'TO THE END OF THE PAVEMENT AND THE JUNCTION  OF A LEVEE ROAD ON THE
 AJ8326'RIGHT, TURN RIGHT ON THE LEVEE ROAD AND GO SOUTHWEST FOR 0.05 MI  TO A
 AJ8326'LOCKED GATE, PASSING THROUGH THE GATE GO SOUTH ON THE LEVEE ROAD (ON
 AJ8326'THE WEST  SIDE OF THE CANAL) FOR 5.5 MI TO FLOOD CONTROL STRUCTURE
 AJ8326'G-310 ON THE LEFT, CONTINUE  SOUTH ON THE LEVEE ROAD FOR 1.55 MI TO A
 AJ8326'TURNOUT ON THE RIGHT AND THE MARK ON THE  RIGHT, IN THE APPROXIMATE
 AJ8326'CENTER OF A TURNOUT, A STAINLESS STEEL ROD DRIVEN INTO THE  GROUND
 AJ8326'WITH A LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE LEVEE ROAD,
 AJ8326'THE  DATUM POINT IS RECESSED 0.4 FT BELOW THE LEVEL OF THE LOGO CAP.
 AJ8326' 
 AJ8326'LOCATED 39.0 FT EAST OF THE APPROXIMATE CENTERLINE OF A ROAD AT THE
 AJ8326'TOE OF THE LEVEE, 16.0  FT WEST OF THE APPROXIMATE CENTERLINE OF THE
 AJ8326'LEVEE ROAD AND 13.0 FT EAST OF A CARSONITE  WITNESS POST.
 AJ8326' 
 AJ8326'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ8326' 
 AJ8326'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT AT
 AJ8326'1-800-432-2045.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7753 ***********************************************************************
 AJ7753  DESIGNATION -  A 546
 AJ7753  PID         -  AJ7753
 AJ7753  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7753  USGS QUAD   -  FORTYMILE BEND (1995)
 AJ7753
 AJ7753                         *CURRENT SURVEY CONTROL
 AJ7753  ___________________________________________________________________
 AJ7753* NAD 83(1999)-  25 46 10.23907(N)    080 50 09.91176(W)     ADJUSTED  
 AJ7753* NAVD 88     -         3.930  (meters)      12.89   (feet)  ADJUSTED  
 AJ7753  ___________________________________________________________________
 AJ7753  X           -     915,335.909 (meters)                     COMP
 AJ7753  Y           -  -5,674,095.874 (meters)                     COMP
 AJ7753  Z           -   2,756,079.984 (meters)                     COMP
 AJ7753  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ7753  ELLIP HEIGHT-         -20.20  (meters)          (12/12/02) GPS OBS
 AJ7753  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ7753  DYNAMIC HT  -           3.924 (meters)      12.87  (feet)  COMP
 AJ7753  MODELED GRAV-     979,024.7   (mgal)                       NAVD 88
 AJ7753
 AJ7753  HORZ ORDER  -  FIRST
 AJ7753  VERT ORDER  -  FIRST     CLASS II
 AJ7753  ELLP ORDER  -  FOURTH    CLASS I
 AJ7753
 AJ7753.The horizontal coordinates were established by GPS observations
 AJ7753.and adjusted by the National Geodetic Survey in December 2002..
 AJ7753
 AJ7753.The orthometric height was determined by differential leveling
 AJ7753.and adjusted by the National Geodetic Survey in March 2002..
 AJ7753
 AJ7753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7753
 AJ7753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7753
 AJ7753.The ellipsoidal height was determined by GPS observations
 AJ7753.and is referenced to NAD 83.
 AJ7753
 AJ7753.The geoid height was determined by GEOID03.
 AJ7753
 AJ7753.The dynamic height is computed by dividing the NAVD 88
 AJ7753.geopotential number by the normal gravity value computed on the
 AJ7753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7753.degrees latitude (g = 980.6199 gals.).
 AJ7753
 AJ7753.The modeled gravity was interpolated from observed gravity values.
 AJ7753
 AJ7753;                    North         East     Units Scale Factor Converg.
 AJ7753;SPC FL E     -   159,091.550   216,441.573   MT  0.99994451   +0 04 16.5
 AJ7753;SPC FL E     -   521,952.86    710,108.73   sFT  0.99994451   +0 04 16.5
 AJ7753;UTM  17      - 2,850,169.250   516,435.963   MT  0.99960334   +0 04 16.5
 AJ7753
 AJ7753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7753!SPC FL E     -   1.00000317  x   0.99994451  =   0.99994768
 AJ7753!UTM  17      -   1.00000317  x   0.99960334  =   0.99960651
 AJ7753
 AJ7753                          SUPERSEDED SURVEY CONTROL
 AJ7753
 AJ7753  NAVD 88 (12/12/02)    3.93   (m)           12.9    (f) LEVELING    3  
 AJ7753
 AJ7753.Superseded values are not recommended for survey control.
 AJ7753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7753.See file dsdata.txt to determine how the superseded data were derived.
 AJ7753
 AJ7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1643650169(NAD 83)
 AJ7753_MARKER: DD = SURVEY DISK
 AJ7753_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ7753_SP_SET: BRIDGE GUARDRAIL
 AJ7753_STAMPING: A 546 2001 CERP
 AJ7753_MARK LOGO: USE   
 AJ7753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7753+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 AJ7753
 AJ7753  HISTORY     - Date     Condition        Report By
 AJ7753  HISTORY     - 20011001 MONUMENTED       LDBLS
 AJ7753  HISTORY     - 20020406 GOOD             MAPTEC
 AJ7753
 AJ7753                          STATION DESCRIPTION
 AJ7753
 AJ7753'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7753'THE MARK IS ABOUT 107.7 KM (66.92 MI) SOUTHEAST OF NAPLES, ABOUT 53.9
 AJ7753'KM (33.52
 AJ7753'MI) NORTHWEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP -
 AJ7753'FLORIDA
 AJ7753'DEPARTMENT OF TRANSPORTATION.
 AJ7753' 
 AJ7753'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7753'TRAIL) AND
 AJ7753'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 52.0 KM
 AJ7753'(32.30 MI)
 AJ7753'TO THE COLLIER-DADE COUNTY LINE, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AJ7753'5.4 KM
 AJ7753'(3.38 MI) TO THE NORTHEAST END OF A HIGHWAY BRIDGE AND THE MARK ON THE
 AJ7753'LEFT.
 AJ7753' 
 AJ7753'THE MARK IS 7.86 M (25.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 AJ7753'HIGHWAY, 0.70 M
 AJ7753'(2.3 FT) NORTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AJ7753'ABUTMENT), AND
 AJ7753'0.18 M (0.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGERAIL. THE
 AJ7753'MARK IS A
 AJ7753'DISK SET FLUSH IN THE TOP OF A CONCRETE BRIDGERAIL ATOP THE NORTHEAST
 AJ7753'END OF
 AJ7753'THE NORTHWEST ABUTMENT OF A BRIDGE, ABOUT 0.82 M (2.7 FT) ABOVE THE
 AJ7753'LEVEL OF
 AJ7753'THE HIGHWAY.
 AJ7753' 
 AJ7753'
 AJ7753
 AJ7753                          STATION RECOVERY (2002)
 AJ7753
 AJ7753'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7753'THE MARK IS ABOUT 107.7 KM (66.92 MI) SOUTHEAST OF NAPLES, ABOUT 53.9
 AJ7753'KM (33.52
 AJ7753'MI) NORTHWEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP -
 AJ7753'FLORIDA
 AJ7753'DEPARTMENT OF TRANSPORTATION.
 AJ7753' 
 AJ7753'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7753'TRAIL) AND
 AJ7753'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 52.0 KM
 AJ7753'(32.30 MI)
 AJ7753'TO THE COLLIER-DADE COUNTY LINE, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AJ7753'5.4 KM
 AJ7753'(3.38 MI) TO THE NORTHEAST END OF A HIGHWAY BRIDGE AND THE MARK ON THE
 AJ7753'LEFT.
 AJ7753' 
 AJ7753'THE MARK IS 7.86 M (25.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 AJ7753'HIGHWAY, 0.70 M
 AJ7753'(2.3 FT) NORTHWEST OF AN EXPANSION JOINT (BETWEEN BRIDGE AND
 AJ7753'ABUTMENT), AND
 AJ7753'0.18 M (0.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGERAIL. THE
 AJ7753'MARK IS A
 AJ7753'DISK SET FLUSH IN THE TOP OF A CONCRETE BRIDGERAIL ATOP THE NORTHEAST
 AJ7753'END OF
 AJ7753'THE NORTHWEST ABUTMENT OF A BRIDGE, ABOUT 0.82 M (2.7 FT) ABOVE THE
 AJ7753'LEVEL OF
 AJ7753'THE HIGHWAY.
 AJ7753' 
 AJ7753'STATION RECOVERY (2002)
 AJ7753'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7753'RECOVERED AS DESCRIBED.
 AJ7753' 
 AJ7753'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8860 ***********************************************************************
 AJ8860  DESIGNATION -  A 547
 AJ8860  PID         -  AJ8860
 AJ8860  STATE/COUNTY-  FL/MARTIN
 AJ8860  USGS QUAD   -  INDIANTOWN (1983)
 AJ8860
 AJ8860                         *CURRENT SURVEY CONTROL
 AJ8860  ___________________________________________________________________
 AJ8860* NAD 83(1999)-  27 00 13.85000(N)    080 26 33.61901(W)     ADJUSTED  
 AJ8860* NAVD 88     -         7.151  (meters)      23.46   (feet)  ADJUSTED  
 AJ8860  ___________________________________________________________________
 AJ8860  X           -     944,183.536 (meters)                     COMP
 AJ8860  Y           -  -5,607,744.166 (meters)                     COMP
 AJ8860  Z           -   2,878,586.549 (meters)                     COMP
 AJ8860  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ8860  ELLIP HEIGHT-         -19.48  (meters)          (12/12/02) GPS OBS
 AJ8860  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AJ8860  DYNAMIC HT  -           7.140 (meters)      23.43  (feet)  COMP
 AJ8860  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 AJ8860
 AJ8860  HORZ ORDER  -  FIRST
 AJ8860  VERT ORDER  -  FIRST     CLASS II
 AJ8860  ELLP ORDER  -  THIRD     CLASS I
 AJ8860
 AJ8860.The horizontal coordinates were established by GPS observations
 AJ8860.and adjusted by the National Geodetic Survey in December 2002..
 AJ8860
 AJ8860.The orthometric height was determined by differential leveling
 AJ8860.and adjusted by the National Geodetic Survey in May 2002..
 AJ8860
 AJ8860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8860
 AJ8860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8860
 AJ8860.The ellipsoidal height was determined by GPS observations
 AJ8860.and is referenced to NAD 83.
 AJ8860
 AJ8860.The geoid height was determined by GEOID03.
 AJ8860
 AJ8860.The dynamic height is computed by dividing the NAVD 88
 AJ8860.geopotential number by the normal gravity value computed on the
 AJ8860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8860.degrees latitude (g = 980.6199 gals.).
 AJ8860
 AJ8860.The modeled gravity was interpolated from observed gravity values.
 AJ8860
 AJ8860;                    North         East     Units Scale Factor Converg.
 AJ8860;SPC FL E     -   295,952.464   255,312.915   MT  0.99997893   +0 15 11.0
 AJ8860;SPC FL E     -   970,970.71    837,639.12   sFT  0.99997893   +0 15 11.0
 AJ8860;UTM  17      - 2,986,983.467   555,294.042   MT  0.99963774   +0 15 11.0
 AJ8860
 AJ8860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8860!SPC FL E     -   1.00000306  x   0.99997893  =   0.99998199
 AJ8860!UTM  17      -   1.00000306  x   0.99963774  =   0.99964080
 AJ8860
 AJ8860                          SUPERSEDED SURVEY CONTROL
 AJ8860
 AJ8860  NAVD 88 (12/12/02)    7.15   (m)           23.5    (f) LEVELING    3  
 AJ8860
 AJ8860.Superseded values are not recommended for survey control.
 AJ8860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8860.See file dsdata.txt to determine how the superseded data were derived.
 AJ8860
 AJ8860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK5529486983(NAD 83)
 AJ8860_MARKER: F = FLANGE-ENCASED ROD
 AJ8860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8860_STAMPING: A 547 CERP 2001
 AJ8860_MARK LOGO: NONE  
 AJ8860_PROJECTION: RECESSED 10 CENTIMETERS
 AJ8860_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8860+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 AJ8860_ROD/PIPE-DEPTH: 24.5 meters
 AJ8860
 AJ8860  HISTORY     - Date     Condition        Report By
 AJ8860  HISTORY     - 20011002 MONUMENTED       MOREKL
 AJ8860  HISTORY     - 20020419 GOOD             MAPTEC
 AJ8860
 AJ8860                          STATION DESCRIPTION
 AJ8860
 AJ8860'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8860'THE STATION IS LOCATED ABOUT 41.9 KM (26.0 MILES) NORTHEAST OF BELLE
 AJ8860'GLADE, ABOUT 35.3 KM
 AJ8860'(21.9 MILES) WEST NORTHWEST OF JUPITER, ABOUT 4.5 KM (2.8 MILES)
 AJ8860'SOUTHEAST OF INDIANTOWN
 AJ8860'IN SECTION 9, TOWNSHIP 40 SOUTH, RANGE 39 EAST.
 AJ8860' 
 AJ8860'OWNERSHIP  MARTIN COUNTY (STATE ROAD 710 RIGHT OF WAY)
 AJ8860' 
 AJ8860'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 76 AND STATE
 AJ8860'ROAD 710 ON THE
 AJ8860'BRIDGE, GO EAST ON STATE ROAD 710 FOR 1.4 KM (0.9 MILES) TO THE MARK
 AJ8860'ON THE LEFT.
 AJ8860' 
 AJ8860'THE MARK IS 46.6 METERS (153 FEET) SOUTHEAST OF A 10 INCH OAK TREE,
 AJ8860'10.7 METERS (35.1 FEET)
 AJ8860'NORTH OF THE CENTERLINE OF STATE ROAD 710 AND 12.8 METERS (42.0 FEET)
 AJ8860'SOUTH OF A
 AJ8860'CARSONITE WITNESS POST. ACCESS TO THE DATUM POINT (TOP OF A STAINLESS
 AJ8860'STEEL ROD) IS HAD
 AJ8860'THROUGH A 5 INCH LOGO CAP.
 AJ8860' 
 AJ8860'NOTE  A MAGNET WAS PLACED INSIDE THE PVC ENCASEMENT.
 AJ8860' 
 AJ8860' 
 AJ8860' 
 AJ8860' 
 AJ8860'
 AJ8860
 AJ8860                          STATION RECOVERY (2002)
 AJ8860
 AJ8860'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ8860'THE STATION IS LOCATED ABOUT 41.9 KM (26.0 MILES) NORTHEAST OF BELLE
 AJ8860'GLADE, ABOUT 35.3 KM
 AJ8860'(21.9 MILES) WEST NORTHWEST OF JUPITER, ABOUT 4.5 KM (2.8 MILES)
 AJ8860'SOUTHEAST OF INDIANTOWN
 AJ8860'IN SECTION 9, TOWNSHIP 40 SOUTH, RANGE 39 EAST.
 AJ8860' 
 AJ8860'OWNERSHIP  MARTIN COUNTY (STATE ROAD 710 RIGHT OF WAY)
 AJ8860' 
 AJ8860'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 76 AND STATE
 AJ8860'ROAD 710 ON THE
 AJ8860'BRIDGE, GO EAST ON STATE ROAD 710 FOR 1.4 KM (0.9 MILES) TO THE MARK
 AJ8860'ON THE LEFT.
 AJ8860' 
 AJ8860'THE MARK IS 46.6 METERS (153 FEET) SOUTHEAST OF A 10 INCH OAK TREE,
 AJ8860'10.7 METERS (35.1 FEET)
 AJ8860'NORTH OF THE CENTERLINE OF STATE ROAD 710 AND 12.8 METERS (42.0 FEET)
 AJ8860'SOUTH OF A
 AJ8860'CARSONITE WITNESS POST. ACCESS TO THE DATUM POINT (TOP OF A STAINLESS
 AJ8860'STEEL ROD) IS HAD
 AJ8860'THROUGH A 5 INCH LOGO CAP.
 AJ8860' 
 AJ8860'NOTE  A MAGNET WAS PLACED INSIDE THE PVC ENCASEMENT.
 AJ8860' 
 AJ8860' 
 AJ8860'STATION RECOVERY (2002)
 AJ8860'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ8860'RECOVERED AS DESCRIBED.
 AJ8860' 
 AJ8860' 
 AJ8860' 
 AJ8860'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8880 ***********************************************************************
 AJ8880  DESIGNATION -  A 548
 AJ8880  PID         -  AJ8880
 AJ8880  STATE/COUNTY-  FL/PALM BEACH
 AJ8880  USGS QUAD   -  DELTA (1983)
 AJ8880
 AJ8880                         *CURRENT SURVEY CONTROL
 AJ8880  ___________________________________________________________________
 AJ8880* NAD 83(1999)-  26 47 47.20545(N)    080 07 56.64149(W)     ADJUSTED  
 AJ8880* NAVD 88     -         6.013  (meters)      19.73   (feet)  ADJUSTED  
 AJ8880  ___________________________________________________________________
 AJ8880  X           -     976,318.564 (meters)                     COMP
 AJ8880  Y           -  -5,612,791.435 (meters)                     COMP
 AJ8880  Z           -   2,858,092.268 (meters)                     COMP
 AJ8880  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AJ8880  ELLIP HEIGHT-         -20.50  (meters)          (12/12/02) GPS OBS
 AJ8880  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AJ8880  DYNAMIC HT  -           6.004 (meters)      19.70  (feet)  COMP
 AJ8880  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 AJ8880
 AJ8880  HORZ ORDER  -  FIRST
 AJ8880  VERT ORDER  -  FIRST     CLASS II
 AJ8880  ELLP ORDER  -  THIRD     CLASS I
 AJ8880
 AJ8880.The horizontal coordinates were established by GPS observations
 AJ8880.and adjusted by the National Geodetic Survey in December 2002..
 AJ8880
 AJ8880.The orthometric height was determined by differential leveling
 AJ8880.and adjusted by the National Geodetic Survey in May 2002..
 AJ8880
 AJ8880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8880
 AJ8880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8880
 AJ8880.The ellipsoidal height was determined by GPS observations
 AJ8880.and is referenced to NAD 83.
 AJ8880
 AJ8880.The geoid height was determined by GEOID03.
 AJ8880
 AJ8880.The dynamic height is computed by dividing the NAVD 88
 AJ8880.geopotential number by the normal gravity value computed on the
 AJ8880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8880.degrees latitude (g = 980.6199 gals.).
 AJ8880
 AJ8880.The modeled gravity was interpolated from observed gravity values.
 AJ8880
 AJ8880;                    North         East     Units Scale Factor Converg.
 AJ8880;SPC FL E     -   273,145.660   286,264.906   MT  1.00003301   +0 23 28.2
 AJ8880;SPC FL E     -   896,145.39    939,187.45   sFT  1.00003301   +0 23 28.2
 AJ8880;UTM  17      - 2,964,184.446   586,235.473   MT  0.99969181   +0 23 28.2
 AJ8880
 AJ8880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8880!SPC FL E     -   1.00000322  x   1.00003301  =   1.00003623
 AJ8880!UTM  17      -   1.00000322  x   0.99969181  =   0.99969503
 AJ8880
 AJ8880                          SUPERSEDED SURVEY CONTROL
 AJ8880
 AJ8880  NAVD 88 (12/12/02)    6.01   (m)           19.7    (f) LEVELING    3  
 AJ8880
 AJ8880.Superseded values are not recommended for survey control.
 AJ8880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8880.See file dsdata.txt to determine how the superseded data were derived.
 AJ8880
 AJ8880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8623564184(NAD 83)
 AJ8880_MARKER: DD = SURVEY DISK
 AJ8880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8880_STAMPING: A 548 2001 CERP
 AJ8880_MARK LOGO: USE   
 AJ8880_PROJECTION: RECESSED 10 CENTIMETERS
 AJ8880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8880+STABILITY: SURFACE MOTION
 AJ8880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8880+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 AJ8880
 AJ8880  HISTORY     - Date     Condition        Report By
 AJ8880  HISTORY     - 20011031 MONUMENTED       MOREKL
 AJ8880  HISTORY     - 20020419 GOOD             MAPTEC
 AJ8880
 AJ8880                          STATION DESCRIPTION
 AJ8880
 AJ8880'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8880'THE STATION IS LOCATED ABOUT 55.5 KM (34.5 MILES) EAST NORTHEAST OF
 AJ8880'BELLE GLADE, ABOUT 16.6
 AJ8880'KM (10.3 MILES) SOUTH SOUTHWEST OF JUPITER, ABOUT 43.0 KM (26.7 MILES)
 AJ8880'SOUTHEAST OF
 AJ8880'INDIANTOWN IN SECTION 22, TOWNSHIP 42 SOUTH, RANGE 42 EAST.
 AJ8880' 
 AJ8880'OWNERSHIP  PALM BEACH COUNTY (STATE ROAD 710 RIGHT OF WAY).
 AJ8880' 
 AJ8880'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND COUNTY
 AJ8880'ROAD 809A
 AJ8880'(NORTHLAKE BLVD.), GO WEST ON COUNTY ROAD 809A FOR 5.5 KM (3.4 MILES)
 AJ8880'TO THE INTERSECTION
 AJ8880'OF COUNTY ROAD 809A AND STATE ROAD 710, TURN LEFT AND GO SOUTHEAST ON
 AJ8880'STATE ROAD 710
 AJ8880'FOR 2.6 KM (1.6 MILES) TO THE MARK ON THE LEFT.
 AJ8880' 
 AJ8880'THE MARK IS 61.0 METERS (200 FEET) WEST OF AN OVERPASS (FLORIDA
 AJ8880'TURNPIKE), 6.4 METERS (21.0
 AJ8880'FEET) SOUTH OF A CARSONITE WITNESS POST, 5.1 METERS (16.6 FEET)
 AJ8880'NORTHEAST OF A PK NAIL AND
 AJ8880'DISK LB4298 SET IN THE NORTH EDGE OF PAVEMENT OF STATE ROAD 710, 5.0
 AJ8880'METERS (16.3 FEET)
 AJ8880'NORTHWEST OF A PK NAIL AND DISK LB4298 SET IN THE NORTH EDGE OF
 AJ8880'PAVEMENT OF STATE ROAD
 AJ8880'710 AND 2.1 METERS (6.8 FEET) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AJ8880'STATE ROAD 710.
 AJ8880' 
 AJ8880'NOTE  A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1
 AJ8880'METERS (0.3 FEET) BELOW
 AJ8880'            THE MARK.
 AJ8880' 
 AJ8880'
 AJ8880
 AJ8880                          STATION RECOVERY (2002)
 AJ8880
 AJ8880'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ8880'THE STATION IS LOCATED ABOUT 55.5 KM (34.5 MILES) EAST NORTHEAST OF
 AJ8880'BELLE GLADE, ABOUT 16.6
 AJ8880'KM (10.3 MILES) SOUTH SOUTHWEST OF JUPITER, ABOUT 43.0 KM (26.7 MILES)
 AJ8880'SOUTHEAST OF
 AJ8880'INDIANTOWN IN SECTION 22, TOWNSHIP 42 SOUTH, RANGE 42 EAST.
 AJ8880' 
 AJ8880'OWNERSHIP  PALM BEACH COUNTY (STATE ROAD 710 RIGHT OF WAY).
 AJ8880' 
 AJ8880'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND COUNTY
 AJ8880'ROAD 809A
 AJ8880'(NORTHLAKE BLVD.), GO WEST ON COUNTY ROAD 809A FOR 5.5 KM (3.4 MILES)
 AJ8880'TO THE INTERSECTION
 AJ8880'OF COUNTY ROAD 809A AND STATE ROAD 710, TURN LEFT AND GO SOUTHEAST ON
 AJ8880'STATE ROAD 710
 AJ8880'FOR 2.6 KM (1.6 MILES) TO THE MARK ON THE LEFT.
 AJ8880' 
 AJ8880'THE MARK IS 61.0 METERS (200 FEET) WEST OF AN OVERPASS (FLORIDA
 AJ8880'TURNPIKE), 6.4 METERS (21.0
 AJ8880'FEET) SOUTH OF A CARSONITE WITNESS POST, 5.1 METERS (16.6 FEET)
 AJ8880'NORTHEAST OF A PK NAIL AND
 AJ8880'DISK LB4298 SET IN THE NORTH EDGE OF PAVEMENT OF STATE ROAD 710, 5.0
 AJ8880'METERS (16.3 FEET)
 AJ8880'NORTHWEST OF A PK NAIL AND DISK LB4298 SET IN THE NORTH EDGE OF
 AJ8880'PAVEMENT OF STATE ROAD
 AJ8880'710 AND 2.1 METERS (6.8 FEET) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AJ8880'STATE ROAD 710.
 AJ8880' 
 AJ8880'NOTE  A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1
 AJ8880'METERS (0.3 FEET) BELOW
 AJ8880'            THE MARK.
 AJ8880' 
 AJ8880'STATION RECOVERY (2002)
 AJ8880'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ8880'RECOVERED AS DESCRIBED.
 AJ8880' 
 AJ8880'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF7113 ***********************************************************************
 DF7113  DESIGNATION -  A 553
 DF7113  PID         -  DF7113
 DF7113  STATE/COUNTY-  FL/NASSAU
 DF7113  USGS QUAD   -  HILLIARD NE (1990)
 DF7113
 DF7113                         *CURRENT SURVEY CONTROL
 DF7113  ___________________________________________________________________
 DF7113* NAD 83(1986)-  30 39 36.     (N)    081 47 11.     (W)     SCALED    
 DF7113* NAVD 88     -         7.018  (meters)      23.02   (feet)  ADJUSTED  
 DF7113  ___________________________________________________________________
 DF7113  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF7113  DYNAMIC HT  -           7.009 (meters)      23.00  (feet)  COMP
 DF7113  MODELED GRAV-     979,382.8   (mgal)                       NAVD 88
 DF7113
 DF7113  VERT ORDER  -  SECOND    CLASS I
 DF7113
 DF7113.The horizontal coordinates were scaled from a topographic map and have
 DF7113.an estimated accuracy of +/- 6 seconds.
 DF7113
 DF7113.The orthometric height was determined by differential leveling
 DF7113.and adjusted by the National Geodetic Survey in May 2004..
 DF7113
 DF7113.The geoid height was determined by GEOID03.
 DF7113
 DF7113.The dynamic height is computed by dividing the NAVD 88
 DF7113.geopotential number by the normal gravity value computed on the
 DF7113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7113.degrees latitude (g = 980.6199 gals.).
 DF7113
 DF7113.The modeled gravity was interpolated from observed gravity values.
 DF7113
 DF7113;                    North         East    Units  Estimated Accuracy
 DF7113;SPC FL E     -   701,290.      124,640.      MT  (+/- 180 meters Scaled)
 DF7113
 DF7113                          SUPERSEDED SURVEY CONTROL
 DF7113
 DF7113.No superseded survey control is available for this station.
 DF7113
 DF7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP246921(NAD 83)
 DF7113_MARKER: F = FLANGE-ENCASED ROD
 DF7113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7113_STAMPING: A 553 2001
 DF7113_MARK LOGO: NGS   
 DF7113_PROJECTION: FLUSH
 DF7113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7113+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 DF7113_ROD/PIPE-DEPTH:  9.9 meters
 DF7113
 DF7113  HISTORY     - Date     Condition        Report By
 DF7113  HISTORY     - 20010823 MONUMENTED       FLDEP
 DF7113
 DF7113                          STATION DESCRIPTION
 DF7113
 DF7113'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DF7113'THE MARK IS ABOUT 9.3 MI SOUTHEAST OF KINGS FERRY, 7.0 MI NORTH OF
 DF7113'CALLAHAN, IN SECTION 22, TOWNSHIP 3 NORTH, RANGE 25 EAST.
 DF7113' 
 DF7113'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND MUSSEL WHITE
 DF7113'ROAD NORTH OF CALLAHAN, GO NORTHEAST ON MUSSEL WHITE ROAD FOR 4.0 MI
 DF7113'TO THE JUNCTION OF MIDDLE ROAD (STATE ROAD 121A) ON THE LEFT, TURN
 DF7113'LEFT ON MIDDLE ROAD (STATE ROAD 12A) AND GO NORTH FOR 1.8 MI TO THE
 DF7113'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AT A
 DF7113'DEPTH OF 32.4 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT
 DF7113'LEVEL WITH MIDDLE ROAD, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE
 DF7113'LEVEL OF THE NGS LOGO CAP.
 DF7113' 
 DF7113'LOCATED 39.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF BRADDOCK DRIVE,
 DF7113'33.0 FT EAST OF THE CENTERLINE OF MIDDLE ROAD AND 1.0 FT WEST OF A
 DF7113'CARSONITE WITNESS POST.
 DF7113' 
 DF7113'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF7113'MONUMENT.
 DF7113' 
 DF7113'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
 DF7113' 
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 DF7113'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8397 ***********************************************************************
 DF8397  DESIGNATION -  A 554
 DF8397  PID         -  DF8397
 DF8397  STATE/COUNTY-  FL/OKEECHOBEE
 DF8397  USGS QUAD   -  TAYLOR CREEK SW (1972)
 DF8397
 DF8397                         *CURRENT SURVEY CONTROL
 DF8397  ___________________________________________________________________
 DF8397* NAD 83(1986)-  27 17 42.     (N)    080 57 41.     (W)     SCALED    
 DF8397* NAVD 88     -         9.368  (meters)      30.73   (feet)  ADJUSTED  
 DF8397  ___________________________________________________________________
 DF8397  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DF8397  DYNAMIC HT  -           9.354 (meters)      30.69  (feet)  COMP
 DF8397  MODELED GRAV-     979,110.7   (mgal)                       NAVD 88
 DF8397
 DF8397  VERT ORDER  -  SECOND    CLASS I
 DF8397
 DF8397.The horizontal coordinates were scaled from a topographic map and have
 DF8397.an estimated accuracy of +/- 6 seconds.
 DF8397
 DF8397.The orthometric height was determined by differential leveling
 DF8397.and adjusted by the National Geodetic Survey in May 2004..
 DF8397
 DF8397.The geoid height was determined by GEOID03.
 DF8397
 DF8397.The dynamic height is computed by dividing the NAVD 88
 DF8397.geopotential number by the normal gravity value computed on the
 DF8397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8397.degrees latitude (g = 980.6199 gals.).
 DF8397
 DF8397.The modeled gravity was interpolated from observed gravity values.
 DF8397
 DF8397;                    North         East    Units  Estimated Accuracy
 DF8397;SPC FL E     -   328,090.      203,820.      MT  (+/- 180 meters Scaled)
 DF8397
 DF8397                          SUPERSEDED SURVEY CONTROL
 DF8397
 DF8397.No superseded survey control is available for this station.
 DF8397
 DF8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL038191(NAD 83)
 DF8397_MARKER: DD = SURVEY DISK
 DF8397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8397_STAMPING: A 554 2001
 DF8397_MARK LOGO: FLDEP 
 DF8397_PROJECTION: RECESSED 5 CENTIMETERS
 DF8397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8397+STABILITY: SURFACE MOTION
 DF8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8397+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DF8397
 DF8397  HISTORY     - Date     Condition        Report By
 DF8397  HISTORY     - 20010907 MONUMENTED       FLDEP
 DF8397
 DF8397                          STATION DESCRIPTION
 DF8397
 DF8397'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF8397'THE MARK IS ABOUT 12.0 MI NORTHWEST OF OKEECHOBEE, IN SECTION 32,
 DF8397'TOWNSHIP 36 SOUTH,
 DF8397'RANGE 34 EAST.
 DF8397' 
 DF8397'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (PARROTT
 DF8397'STREET) AND STATE
 DF8397'ROAD 70 (PARK STREET) IN OKEECHOBEE, GO WEST ON STATE ROAD 70 (U.S.
 DF8397'HIGHWAY 98, PARK
 DF8397'STREET) FOR 8.1 MI TO THE JUNCTION OF NORTHWEST 128TH AVENUE ON THE
 DF8397'RIGHT (COUNTY ROAD
 DF8397'599), TURN RIGHT ON NORTHWEST 128TH AVENUE AND GO NORTH FOR 3.5 MI TO
 DF8397'THE JUNCTION OF
 DF8397'NORTHWEST 56TH STREET AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DF8397'ROUND CONCRETE
 DF8397'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE
 DF8397'LEVEL OF THE
 DF8397'ROAD.
 DF8397' 
 DF8397'LOCATED 73.9 FT EAST-NORTHEAST OF A STOP SIGN FOR NORTHWEST 56TH
 DF8397'STREET, 45.5 FT NORTH
 DF8397'OF A STOP SIGN WITH STREET SIGN TOP (NW 128TH STREET, NW 56TH STREET),
 DF8397'16.0 FT EAST OF THE
 DF8397'CENTERLINE OF NORTHWEST 128TH AVENUE, 5.5 FT SOUTH AND NORTH OF A
 DF8397'METAL POST WITH A
 DF8397'REFLECTOR ATTACHED, 1.2 FT WEST OF A METAL POST WITH A REFLECTOR AND A
 DF8397'CARSONITE
 DF8397'WITNESS POST.
 DF8397' 
 DF8397'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF8397'MONUMENT.
 DF8397'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8355 ***********************************************************************
 DF8355  DESIGNATION -  A 555
 DF8355  PID         -  DF8355
 DF8355  STATE/COUNTY-  FL/OKEECHOBEE
 DF8355  USGS QUAD   -  BASINGER (1972)
 DF8355
 DF8355                         *CURRENT SURVEY CONTROL
 DF8355  ___________________________________________________________________
 DF8355* NAD 83(1986)-  27 25 24.     (N)    081 05 48.     (W)     SCALED    
 DF8355* NAVD 88     -        14.690  (meters)      48.20   (feet)  ADJUSTED  
 DF8355  ___________________________________________________________________
 DF8355  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DF8355  DYNAMIC HT  -          14.668 (meters)      48.12  (feet)  COMP
 DF8355  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 DF8355
 DF8355  VERT ORDER  -  SECOND    CLASS I
 DF8355
 DF8355.The horizontal coordinates were scaled from a topographic map and have
 DF8355.an estimated accuracy of +/- 6 seconds.
 DF8355
 DF8355.The orthometric height was determined by differential leveling
 DF8355.and adjusted by the National Geodetic Survey in May 2004..
 DF8355
 DF8355.The geoid height was determined by GEOID03.
 DF8355
 DF8355.The dynamic height is computed by dividing the NAVD 88
 DF8355.geopotential number by the normal gravity value computed on the
 DF8355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8355.degrees latitude (g = 980.6199 gals.).
 DF8355
 DF8355.The modeled gravity was interpolated from observed gravity values.
 DF8355
 DF8355;                    North         East    Units  Estimated Accuracy
 DF8355;SPC FL E     -   342,310.      190,440.      MT  (+/- 180 meters Scaled)
 DF8355
 DF8355                          SUPERSEDED SURVEY CONTROL
 DF8355
 DF8355.No superseded survey control is available for this station.
 DF8355
 DF8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML904333(NAD 83)
 DF8355_MARKER: F = FLANGE-ENCASED ROD
 DF8355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF8355_STAMPING: A 555 2001
 DF8355_MARK LOGO: NGS   
 DF8355_PROJECTION: FLUSH
 DF8355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8355+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2001
 DF8355_ROD/PIPE-DEPTH: 18.3 meters
 DF8355
 DF8355  HISTORY     - Date     Condition        Report By
 DF8355  HISTORY     - 20011005 MONUMENTED       FLDEP
 DF8355
 DF8355                          STATION DESCRIPTION
 DF8355
 DF8355'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF8355'THE MARK IS ABOUT 22.4 MI NORTHWEST OF OKEECHOBEE, 4.8 MI NORTHWEST OF
 DF8355'BASINGER, ON
 DF8355'NORTHWEST 160TH DRIVE, IN SECTION 14, TOWNSHIP 35 SOUTH, RANGE 32
 DF8355'EAST.
 DF8355' 
 DF8355'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT
 DF8355'STREET) AND U.S.
 DF8355'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON
 DF8355'U.S. HIGHWAY 98
 DF8355'(STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI TO THE JUNCTION OF U.S.
 DF8355'HIGHWAY 98 NORTH ON
 DF8355'THE RIGHT, TURN RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65
 DF8355'MI TO THE
 DF8355'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI
 DF8355'TO THE JUNCTION
 DF8355'OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S.
 DF8355'HIGHWAY 98 FOR
 DF8355'1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE (COUNTY ROAD 700-A)
 DF8355'ON THE RIGHT,
 DF8355'CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 1.7 MI TO THE JUNCTION
 DF8355'OF NORTHWEST
 DF8355'203RD AVENUE (MICCO BLUFF ROAD) ON THE RIGHT, TURN RIGHT ON NORTHWEST
 DF8355'203RD AVENUE
 DF8355'(MICCO BLUFF ROAD) AND GO NORTH-NORTHWESTERLY FOR 0.2 MI TO THE
 DF8355'JUNCTION OF NORTHWEST
 DF8355'160TH DRIVE (MICCO BLUFF ROAD, COUNTY ROAD 68), TURN LEFT ON NORTHWEST
 DF8355'160TH DRIVE
 DF8355'(MICCO BLUFF ROAD, COUNTY ROAD 68) AND GO WEST-NORTHWESTERLY FOR 4.65
 DF8355'MI TO THE MARK
 DF8355'ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DF8355'59.9 FT WITH A NGS LOGO
 DF8355'CAP FLUSH WITH THE GROUND AND ABOUT 0.6 FT BELOW THE LEVEL OF
 DF8355'NORTHWEST 160TH DRIVE,
 DF8355'THE DATUM POINT IS RECESSED 0.8 FT BELOW THE LEVEL OF THE LOGO CAP.
 DF8355' 
 DF8355'LOCATED 153.5 FT SOUTHEAST OF THE SOUTHEAST END OF A HEADWALL, 116.7
 DF8355'FT
 DF8355'WEST-NORTHWEST OF A CURVE SIGN, 35.0 FT SOUTH-SOUTHWEST OF THE
 DF8355'APPROXIMATE
 DF8355'CENTERLINE OF THE ROAD, 1.2 FT NORTH-NORTHEAST OF A BARBWIRE FENCE AND
 DF8355'1.0 FT
 DF8355'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DF8355' 
 DF8355'NOTE  A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF8355'MONUMENT.
 DF8355' 
 DF8355'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF8355' 
 DF8355'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5382 ***********************************************************************
 DE5382  DESIGNATION -  A 556
 DE5382  PID         -  DE5382
 DE5382  STATE/COUNTY-  FL/PALM BEACH
 DE5382  USGS QUAD   -  SHAWANO (1979)
 DE5382
 DE5382                         *CURRENT SURVEY CONTROL
 DE5382  ___________________________________________________________________
 DE5382* NAD 83(1986)-  26 34 35.     (N)    080 31 42.     (W)     SCALED    
 DE5382* NAVD 88     -         4.018  (meters)      13.18   (feet)  ADJUSTED  
 DE5382  ___________________________________________________________________
 DE5382  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DE5382  DYNAMIC HT  -           4.012 (meters)      13.16  (feet)  COMP
 DE5382  MODELED GRAV-     979,098.4   (mgal)                       NAVD 88
 DE5382
 DE5382  VERT ORDER  -  FIRST     CLASS II
 DE5382
 DE5382.The horizontal coordinates were scaled from a topographic map and have
 DE5382.an estimated accuracy of +/- 6 seconds.
 DE5382
 DE5382.The orthometric height was determined by differential leveling
 DE5382.and adjusted by the National Geodetic Survey in June 2002..
 DE5382
 DE5382.The geoid height was determined by GEOID03.
 DE5382
 DE5382.The dynamic height is computed by dividing the NAVD 88
 DE5382.geopotential number by the normal gravity value computed on the
 DE5382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5382.degrees latitude (g = 980.6199 gals.).
 DE5382
 DE5382.The modeled gravity was interpolated from observed gravity values.
 DE5382
 DE5382;                    North         East    Units  Estimated Accuracy
 DE5382;SPC FL E     -   248,560.      246,990.      MT  (+/- 180 meters Scaled)
 DE5382
 DE5382                          SUPERSEDED SURVEY CONTROL
 DE5382
 DE5382.No superseded survey control is available for this station.
 DE5382
 DE5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK469396(NAD 83)
 DE5382_MARKER: DD = SURVEY DISK
 DE5382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5382_STAMPING: A 556 2001
 DE5382_MARK LOGO: FLDEP 
 DE5382_PROJECTION: FLUSH
 DE5382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5382+STABILITY: SURFACE MOTION
 DE5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5382+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DE5382
 DE5382  HISTORY     - Date     Condition        Report By
 DE5382  HISTORY     - 20011030 MONUMENTED       FLDEP
 DE5382
 DE5382                          STATION DESCRIPTION
 DE5382
 DE5382'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE5382'THE MARK IS ABOUT 11.9 MI SOUTHEAST OF BELLE GLADE, ON THE SOUTHWEST
 DE5382'SIDE OF BROWN'S
 DE5382'FARM ROAD (STATE ROAD 827), IN SECTION 3, TOWNSHIP 45 SOUTH, RANGE 38
 DE5382'EAST.
 DE5382' 
 DE5382'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 DE5382'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 DE5382'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 DE5382'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST AVENUE E) FOR 0.5 MI TO A
 DE5382'SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND GO SOUTHEAST ON STATE
 DE5382'ROAD 880 (STATE ROAD 80) FOR 5.4 MI TO THE JUNCTION OF BROWN'S FARM
 DE5382'ROAD (STATE ROAD 827) ON THE RIGHT (JUST BEFORE REACHING A BRIDGE OVER
 DE5382'THE HILLSBORO CANAL AT SIXMILE BEND), BEAR RIGHT ON BROWN'S FARM ROAD
 DE5382'(STATE ROAD 827) AND GO SOUTHEASTERLY ALONG THE SOUTHWEST SIDE OF THE
 DE5382'HILLSBORO CANAL FOR 1.4 MI TO THE JUNCTION OF THE BOLLES CANAL (LEVEE
 DE5382'L-16) ON THE RIGHT, CONTINUE SOUTHWEST ON BROWN'S FARM ROAD (STATE
 DE5382'ROAD 827) FOR 4.5 MI TO THE JUNCTION OF A SUGAR CANE FIELD FARM ROAD
 DE5382'ON THE RIGHT AND THE MARK ON THE
 DE5382'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DE5382'GROUND AND LEVEL WITH THE DIM TRACK ROAD.
 DE5382' 
 DE5382'LOCATED 258.0 FT WEST OF THE NORTHWEST END OF A GUARDRAIL, 265.5 FT
 DE5382'WEST OF THE
 DE5382'APPROXIMATE CENTERLINE OF BROWN'S FARM ROAD, 28.0 FT NORTHEAST OF THE
 DE5382'NORTHEAST
 DE5382'CORNER OF A CONCRETE FOUNDATION OF A PUMPING STATION, 9.8 FT NORTHEAST
 DE5382'OF THE
 DE5382'NORTHEAST RAIL AROUND THE PUMPING STATION, 6.0 FT NORTH OF THE NORTH
 DE5382'TOP EDGE OF THE CANAL AND 5.0 FT NORTH OF A CARSONITE WITNESS POST.
 DE5382' 
 DE5382'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DE5382'MONUMENT.
 DE5382'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8941 ***********************************************************************
 AJ8941  DESIGNATION -  A 557
 AJ8941  PID         -  AJ8941
 AJ8941  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8941  USGS QUAD   -  FORTYMILE BEND (1995)
 AJ8941
 AJ8941                         *CURRENT SURVEY CONTROL
 AJ8941  ___________________________________________________________________
 AJ8941* NAD 83(1986)-  25 45 38.     (N)    080 50 38.     (W)     SCALED    
 AJ8941* NAVD 88     -         2.528  (meters)       8.29   (feet)  ADJUSTED  
 AJ8941  ___________________________________________________________________
 AJ8941  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AJ8941  DYNAMIC HT  -           2.524 (meters)       8.28  (feet)  COMP
 AJ8941  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 AJ8941
 AJ8941  VERT ORDER  -  FIRST     CLASS II
 AJ8941
 AJ8941.The horizontal coordinates were scaled from a topographic map and have
 AJ8941.an estimated accuracy of +/- 6 seconds.
 AJ8941
 AJ8941.The orthometric height was determined by differential leveling
 AJ8941.and adjusted by the National Geodetic Survey in June 2002..
 AJ8941.No vertical observational check was made to the station.
 AJ8941
 AJ8941.The geoid height was determined by GEOID03.
 AJ8941
 AJ8941.The dynamic height is computed by dividing the NAVD 88
 AJ8941.geopotential number by the normal gravity value computed on the
 AJ8941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8941.degrees latitude (g = 980.6199 gals.).
 AJ8941
 AJ8941.The modeled gravity was interpolated from observed gravity values.
 AJ8941
 AJ8941;                    North         East    Units  Estimated Accuracy
 AJ8941;SPC FL E     -   158,100.      215,660.      MT  (+/- 180 meters Scaled)
 AJ8941
 AJ8941                          SUPERSEDED SURVEY CONTROL
 AJ8941
 AJ8941.No superseded survey control is available for this station.
 AJ8941
 AJ8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ156491(NAD 83)
 AJ8941_MARKER: DD = SURVEY DISK
 AJ8941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8941_STAMPING: A 557 2001
 AJ8941_MARK LOGO: FLDEP 
 AJ8941_PROJECTION: FLUSH
 AJ8941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8941+STABILITY: SURFACE MOTION
 AJ8941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8941+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2001
 AJ8941
 AJ8941  HISTORY     - Date     Condition        Report By
 AJ8941  HISTORY     - 20011128 MONUMENTED       FLDEP
 AJ8941
 AJ8941                          STATION DESCRIPTION
 AJ8941
 AJ8941'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 AJ8941'THE MARK IS ABOUT 34.6 MI WEST OF MIAMI, 1.1 MI WEST OF FORTYMILE
 AJ8941'BEND, IN ESTIMATED
 AJ8941'SECTION 20, TOWNSHIP 54 SOUTH, RANGE 35 EAST.
 AJ8941' 
 AJ8941'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 997 (KROME AVENUE
 AJ8941'SW 177TH AVE)
 AJ8941'AND U.S. HIGHWAY 41 (TAMIAMI TRAIL, WS 8TH STREET) ABOUT 10.0 MILES
 AJ8941'SOUTHWEST OF HIALEAH,
 AJ8941'GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW 8TH STREET) FOR 21.2 MI
 AJ8941'TO FLOOD CONTROL
 AJ8941'STRUCTURE S-12A, CONTINUE WEST ON U.S. HIGHWAY 41 FOR 0.35 MI TO THE
 AJ8941'JUNCTION OF LOOP
 AJ8941'ROAD (STATE HIGHWAY 94) ON THE LEFT, TURN LEFT ON LOOP ROAD (STATE
 AJ8941'HIGHWAY 94) AND GO
 AJ8941'SOUTH THEN WEST FOR 1.1 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF
 AJ8941'A ROUND CONCRETE
 AJ8941'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH LOOP ROAD.
 AJ8941' 
 AJ8941'LOCATED 40.1 FT NORTHWEST OF THE NORTHWEST CORNER OF A 6.0 FT X 10.0
 AJ8941'FT CONCRETE
 AJ8941'BUILDING, 39.4 FT NORTH-NORTHWEST OF POWER POLE NUMBER 8295394608,
 AJ8941'19.5 FT SOUTH OF THE
 AJ8941'EDGE OF THE CANAL ON THE NORTH SIDE OF LOOP ROAD, 18.0 FT NORTH OF THE
 AJ8941'APPROXIMATE
 AJ8941'CENTERLINE OF LOOP ROAD, 13.3 FT EAST OF A 30 MPH SPEED SIGN AND 1.0
 AJ8941'FT SOUTH OF A
 AJ8941'CARSONITE WITNESS POST.
 AJ8941' 
 AJ8941'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AJ8941'MONUMENT.
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941' 
 AJ8941'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9088 ***********************************************************************
 DE9088  DESIGNATION -  A 558
 DE9088  PID         -  DE9088
 DE9088  STATE/COUNTY-  FL/MANATEE
 DE9088  USGS QUAD   -  DUETTE (1987)
 DE9088
 DE9088                         *CURRENT SURVEY CONTROL
 DE9088  ___________________________________________________________________
 DE9088* NAD 83(1986)-  27 35 20.     (N)    082 06 12.     (W)     SCALED    
 DE9088* NAVD 88     -        39.331  (meters)     129.04   (feet)  ADJUSTED  
 DE9088  ___________________________________________________________________
 DE9088  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 DE9088  DYNAMIC HT  -          39.272 (meters)     128.84  (feet)  COMP
 DE9088  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 DE9088
 DE9088  VERT ORDER  -  SECOND    CLASS I
 DE9088
 DE9088.The horizontal coordinates were scaled from a topographic map and have
 DE9088.an estimated accuracy of +/- 6 seconds.
 DE9088
 DE9088.The orthometric height was determined by differential leveling
 DE9088.and adjusted by the National Geodetic Survey in May 2004..
 DE9088
 DE9088.The geoid height was determined by GEOID03.
 DE9088
 DE9088.The dynamic height is computed by dividing the NAVD 88
 DE9088.geopotential number by the normal gravity value computed on the
 DE9088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9088.degrees latitude (g = 980.6199 gals.).
 DE9088
 DE9088.The modeled gravity was interpolated from observed gravity values.
 DE9088
 DE9088;                    North         East    Units  Estimated Accuracy
 DE9088;SPC FL W     -   360,660.      189,800.      MT  (+/- 180 meters Scaled)
 DE9088
 DE9088                          SUPERSEDED SURVEY CONTROL
 DE9088
 DE9088.No superseded survey control is available for this station.
 DE9088
 DE9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL911521(NAD 83)
 DE9088_MARKER: DD = SURVEY DISK
 DE9088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9088_STAMPING: A 558 2001
 DE9088_MARK LOGO: FLDEP 
 DE9088_PROJECTION: FLUSH
 DE9088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9088+STABILITY: SURFACE MOTION
 DE9088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9088+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 DE9088
 DE9088  HISTORY     - Date     Condition        Report By
 DE9088  HISTORY     - 20011213 MONUMENTED       FLDEP
 DE9088
 DE9088                          STATION DESCRIPTION
 DE9088
 DE9088'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DE9088'THE MARK IS ABOUT 19.0 MI EAST OF PARRISH, 18.5 MI SOUTHWEST OF
 DE9088'WAUCHULA, IN SECTION 22,
 DE9088'TOWNSHIP 33, SOUTH, RANGE 22 EAST.
 DE9088' 
 DE9088'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9088'62 IN PARRISH, GO
 DE9088'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9088'ON THE LEFT,
 DE9088'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9088'ROAD ON THE LEFT,
 DE9088'CONTINUE EAST ON STATE ROAD 62 FOR 8.8 MI TO THE JUNCTION OF COUNTY
 DE9088'ROAD 39 ON THE LEFT,
 DE9088'CONTINUE EAST ON STATE ROAD 62 FOR 2.1 MI TO THE JUNCTION OF STATE
 DE9088'ROAD 37 ON THE LEFT,
 DE9088'CONTINUE EAST ON STATE ROAD 62 FOR 0.9 MI TO THE JUNCTION OF DUETTE
 DE9088'ROAD ON THE RIGHT
 DE9088'AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DE9088'FLUSH WITH THE
 DE9088'GROUND AND 0.5 FT BELOW THE LEVEL OF STATE ROAD 62.
 DE9088' 
 DE9088'LOCATED 35.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 62,
 DE9088'33.5 FT EAST OF
 DE9088'A POWER POLE WITH 3 GUY WIRES ATTACHED, 17.8 FT NORTH OF THE NORTH
 DE9088'EDGE OF THE
 DE9088'PAVEMENT, 19.3 FT SOUTH OF THE BARBWIRE FENCE, 14.5 FT SOUTH OF 2 TWIN
 DE9088'PINE TREES 6 AND
 DE9088'12-INCHES IN DIAMANTE, 2.3 FT NORTHWEST OF A ROAD SIGN WITH 2 ARROWS
 DE9088'ON IT AND 1.0 FT
 DE9088'SOUTH OF A CARSONITE WITNESS POST.
 DE9088' 
 DE9088'NOTE A MAGNET WAS SET IN THE GROUND 0.3 FT SOUTH OF THE CONCRETE
 DE9088'MONUMENT.
 DE9088'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8651 ***********************************************************************
 DE8651  DESIGNATION -  A 559
 DE8651  PID         -  DE8651
 DE8651  STATE/COUNTY-  FL/MANATEE
 DE8651  USGS QUAD   -  BRADENTON (1987)
 DE8651
 DE8651                         *CURRENT SURVEY CONTROL
 DE8651  ___________________________________________________________________
 DE8651* NAD 83(1986)-  27 28 01.     (N)    082 32 48.     (W)     SCALED    
 DE8651* NAVD 88     -         9.649  (meters)      31.66   (feet)  ADJUSTED  
 DE8651  ___________________________________________________________________
 DE8651  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 DE8651  DYNAMIC HT  -           9.635 (meters)      31.61  (feet)  COMP
 DE8651  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 DE8651
 DE8651  VERT ORDER  -  SECOND    CLASS I
 DE8651
 DE8651.The horizontal coordinates were scaled from a topographic map and have
 DE8651.an estimated accuracy of +/- 6 seconds.
 DE8651
 DE8651.The orthometric height was determined by differential leveling
 DE8651.and adjusted by the National Geodetic Survey in May 2004..
 DE8651
 DE8651.The geoid height was determined by GEOID03.
 DE8651
 DE8651.The dynamic height is computed by dividing the NAVD 88
 DE8651.geopotential number by the normal gravity value computed on the
 DE8651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8651.degrees latitude (g = 980.6199 gals.).
 DE8651
 DE8651.The modeled gravity was interpolated from observed gravity values.
 DE8651
 DE8651;                    North         East    Units  Estimated Accuracy
 DE8651;SPC FL W     -   347,260.      145,970.      MT  (+/- 180 meters Scaled)
 DE8651
 DE8651                          SUPERSEDED SURVEY CONTROL
 DE8651
 DE8651.No superseded survey control is available for this station.
 DE8651
 DE8651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL471391(NAD 83)
 DE8651_MARKER: F = FLANGE-ENCASED ROD
 DE8651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE8651_STAMPING: A 559 2002
 DE8651_MARK LOGO: NGS   
 DE8651_PROJECTION: FLUSH
 DE8651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8651+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 DE8651_ROD/PIPE-DEPTH:  7.1 meters
 DE8651
 DE8651  HISTORY     - Date     Condition        Report By
 DE8651  HISTORY     - 20020108 MONUMENTED       FLDEP
 DE8651
 DE8651                          STATION DESCRIPTION
 DE8651
 DE8651'DESCRIBED BY FL DEPT OF ENV PRO 2002 (PBM)
 DE8651'THE MARK IS ABOUT 3.0 MI SOUTHEAST OF BRADENTON, IN SECTION 1,
 DE8651'TOWNSHIP 35 SOUTH, RANGE
 DE8651'17 EAST.
 DE8651' 
 DE8651'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD
 DE8651'64 ON THE EAST
 DE8651'SIDE OF BRADENTON, GO WEST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR
 DE8651'4.75 MI TO THE
 DE8651'INTERSECTION OF 15TH STREET EAST (STATE ROAD 70 SOUTH), TURN LEFT ON
 DE8651'15TH STREET EAST
 DE8651'(STATE ROAD 70 SOUTH) AND GO SOUTH FOR 1.35 MI TO THE INTERSECTION OF
 DE8651'U.S. HIGHWAY 301,
 DE8651'CONTINUE SOUTH ON 15TH STREET EAST (STATE ROAD 70 SOUTH) FOR 0.6 MI TO
 DE8651'JUNCTION OF 37TH
 DE8651'AVENUE ON THE RIGHT, TURN RIGHT ON 37TH AVENUE AND GO WEST FOR 0.05 MI
 DE8651'TO THE RAILROAD
 DE8651'TRACKS AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DE8651'REFUSAL AT A DEPTH
 DE8651'OF 23.3 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 0.4 FT
 DE8651'BELOW THE LEVEL OF
 DE8651'37TH AVENUE EAST, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL
 DE8651'OF THE NGS LOGO
 DE8651'CAP.
 DE8651' 
 DE8651'LOCATED 152.0 FT WEST OF THE JUNCTION OF 15TH STREET EAST, 53.0 FT
 DE8651'NORTH OF THE
 DE8651'APPROXIMATE CENTERLINE OF 37TH AVENUE EAST, 39.8 FT NORTH OF THE NORTH
 DE8651'EDGE OF THE
 DE8651'PAVEMENT OF 37TH AVENUE EAST, 29.2 FT NORTH OF THE RAILROAD CROSSING
 DE8651'BAR WITH LIGHTS
 DE8651'NUMBER 624,693 Y, 20.0 FT EAST OF THE EAST RAIL OF THE RAILROAD TRACKS
 DE8651'AND 1.0 FT EAST
 DE8651'OF A CARSONITE WITNESS POST.
 DE8651' 
 DE8651'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DE8651'MONUMENT.
 DE8651' 
 DE8651'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DE8651' 
 DE8651' 
 DE8651' 
 DE8651' 
 DE8651' 
 DE8651'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8864 ***********************************************************************
 DE8864  DESIGNATION -  A 560
 DE8864  PID         -  DE8864
 DE8864  STATE/COUNTY-  FL/MANATEE
 DE8864  USGS QUAD   -  VERNA (1979)
 DE8864
 DE8864                         *CURRENT SURVEY CONTROL
 DE8864  ___________________________________________________________________
 DE8864* NAD 83(1986)-  27 26 33.     (N)    082 18 11.     (W)     SCALED    
 DE8864* NAVD 88     -        24.926  (meters)      81.78   (feet)  ADJUSTED  
 DE8864  ___________________________________________________________________
 DE8864  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 DE8864  DYNAMIC HT  -          24.888 (meters)      81.65  (feet)  COMP
 DE8864  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 DE8864
 DE8864  VERT ORDER  -  SECOND    CLASS I
 DE8864
 DE8864.The horizontal coordinates were scaled from a topographic map and have
 DE8864.an estimated accuracy of +/- 6 seconds.
 DE8864
 DE8864.The orthometric height was determined by differential leveling
 DE8864.and adjusted by the National Geodetic Survey in May 2004..
 DE8864
 DE8864.The geoid height was determined by GEOID03.
 DE8864
 DE8864.The dynamic height is computed by dividing the NAVD 88
 DE8864.geopotential number by the normal gravity value computed on the
 DE8864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8864.degrees latitude (g = 980.6199 gals.).
 DE8864
 DE8864.The modeled gravity was interpolated from observed gravity values.
 DE8864
 DE8864;                    North         East    Units  Estimated Accuracy
 DE8864;SPC FL W     -   344,470.      170,040.      MT  (+/- 180 meters Scaled)
 DE8864
 DE8864                          SUPERSEDED SURVEY CONTROL
 DE8864
 DE8864.No superseded survey control is available for this station.
 DE8864
 DE8864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL712361(NAD 83)
 DE8864_MARKER: F = FLANGE-ENCASED ROD
 DE8864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE8864_STAMPING: A 560 2002
 DE8864_MARK LOGO: NGS   
 DE8864_PROJECTION: FLUSH
 DE8864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8864+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 DE8864_ROD/PIPE-DEPTH:  4.4 meters
 DE8864
 DE8864  HISTORY     - Date     Condition        Report By
 DE8864  HISTORY     - 20020111 MONUMENTED       FLDEP
 DE8864
 DE8864                          STATION DESCRIPTION
 DE8864
 DE8864'DESCRIBED BY FL DEPT OF ENV PRO 2002 (PBM)
 DE8864'THE MARK IS ABOUT 15.7 MI EAST OF BRADENTON, IN SECTION 15, TOWNSHIP
 DE8864'35 SOUTH, RANGE 20
 DE8864'EAST.
 DE8864' 
 DE8864'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND STATE ROAD 64
 DE8864'ON THE EAST
 DE8864'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR
 DE8864'5.0 MI TO THE
 DE8864'JUNCTION OF LORRAINE ROAD ON THE RIGHT, CONTINUE EAST ON STATE ROAD 64
 DE8864'FOR 5.5 MI TO THE
 DE8864'JUNCTION OF COUNTY ROAD 675 SOUTH ON THE RIGHT, TURN RIGHT ON COUNTY
 DE8864'ROAD 675 AND GO
 DE8864'SOUTH FOR 2.25 MI TO THE JUNCTION OF A DIRT ROAD ON THE LEFT AND THE
 DE8864'MARK ON THE LEFT, A
 DE8864'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.3 FT WITH AN
 DE8864'NGS LOGO CAP FLUSH
 DE8864'WITH THE GROUND AND ABOUT 0.7 FT BELOW THE LEVEL OF COUNTY ROAD 675
 DE8864'SOUTH, THE DATUM
 DE8864'POINT IS RECESSED 0.7 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DE8864' 
 DE8864'LOCATED 69.4 FT SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD,
 DE8864'49.0 FT EAST OF THE
 DE8864'APPROXIMATE CENTERLINE OF COUNTY ROAD 675 SOUTH, 37.8 FT EAST OF THE
 DE8864'EDGE OF THE
 DE8864'PAVEMENT OF COUNTY ROAD 675 SOUTH, 21.6 FT SOUTH OF A FENCE CORNER,
 DE8864'1.9 FT WEST OF A HOG
 DE8864'WIRE FENCE AND 1.6 FT WEST OF A CARSONITE WITNESS POST.
 DE8864' 
 DE8864'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DE8864' 
 DE8864'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DE8864' 
 DE8864'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ9053 ***********************************************************************
 AJ9053  DESIGNATION -  A 561
 AJ9053  PID         -  AJ9053
 AJ9053  STATE/COUNTY-  FL/PALM BEACH
 AJ9053  USGS QUAD   -  UNIVERSITY PARK (1983)
 AJ9053
 AJ9053                         *CURRENT SURVEY CONTROL
 AJ9053  ___________________________________________________________________
 AJ9053* NAD 83(1986)-  26 29 53.     (N)    080 12 18.     (W)     SCALED    
 AJ9053* NAVD 88     -         5.563  (meters)      18.25   (feet)  ADJUSTED  
 AJ9053  ___________________________________________________________________
 AJ9053  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ9053  DYNAMIC HT  -           5.554 (meters)      18.22  (feet)  COMP
 AJ9053  MODELED GRAV-     979,099.4   (mgal)                       NAVD 88
 AJ9053
 AJ9053  VERT ORDER  -  FIRST     CLASS II
 AJ9053
 AJ9053.The horizontal coordinates were scaled from a topographic map and have
 AJ9053.an estimated accuracy of +/- 6 seconds.
 AJ9053
 AJ9053.The orthometric height was determined by differential leveling
 AJ9053.and adjusted by the National Geodetic Survey in June 2002..
 AJ9053.No vertical observational check was made to the station.
 AJ9053
 AJ9053.The geoid height was determined by GEOID03.
 AJ9053
 AJ9053.The dynamic height is computed by dividing the NAVD 88
 AJ9053.geopotential number by the normal gravity value computed on the
 AJ9053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9053.degrees latitude (g = 980.6199 gals.).
 AJ9053
 AJ9053.The modeled gravity was interpolated from observed gravity values.
 AJ9053
 AJ9053;                    North         East    Units  Estimated Accuracy
 AJ9053;SPC FL E     -   240,040.      279,250.      MT  (+/- 180 meters Scaled)
 AJ9053
 AJ9053                          SUPERSEDED SURVEY CONTROL
 AJ9053
 AJ9053.No superseded survey control is available for this station.
 AJ9053
 AJ9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK792310(NAD 83)
 AJ9053_MARKER: DD = SURVEY DISK
 AJ9053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ9053_STAMPING: A 561 2002
 AJ9053_MARK LOGO: FLDEP 
 AJ9053_PROJECTION: RECESSED 3 CENTIMETERS
 AJ9053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ9053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ9053+STABILITY: SURFACE MOTION
 AJ9053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9053+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2002
 AJ9053
 AJ9053  HISTORY     - Date     Condition        Report By
 AJ9053  HISTORY     - 20020224 MONUMENTED       FLDEP
 AJ9053
 AJ9053                          STATION DESCRIPTION
 AJ9053
 AJ9053'DESCRIBED BY FL DEPT OF ENV PRO 2002 (PBM)
 AJ9053'THE MARK IS ABOUT 8.5 MI WEST OF BOYNTON BEACH, IN SECTION 1, TOWNSHIP
 AJ9053'46 SOUTH, RANGE 41
 AJ9053'EAST.
 AJ9053' 
 AJ9053'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 AJ9053'ROAD 804 IN BOYNTON
 AJ9053'BEACH, GO WEST ON STATE ROAD 804 FOR 6.3 MI TO THE INTERSECTION OF THE
 AJ9053'FLORIDA TURNPIKE
 AJ9053'(STATE ROAD 91), CONTINUE WEST ON STATE ROAD 804 FOR 1.95 MI TO THE
 AJ9053'INTERSECTION OF U.S.
 AJ9053'HIGHWAY 441 (STATE ROAD 7), TURN LEFT ON U.S. HIGHWAY 441 (STATE ROAD
 AJ9053'7) AND GO SOUTH FOR
 AJ9053'2.0 MI TO THE JUNCTION OF LEE ROAD ON THE RIGHT AND THE MARK ON THE
 AJ9053'RIGHT, SET IN THE TOP
 AJ9053'OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE LEVEL OF THE
 AJ9053'GROUND AND
 AJ9053'ABOUT 0.3 FT ABOVE THE LEVEL OF LEE ROAD.
 AJ9053' 
 AJ9053'LOCATED 100.5 FT WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AJ9053'U.S. HIGHWAY 441, 41.4
 AJ9053'FT SOUTH OF A POWER POLE WITH 4 GUY WIRES ATTACHED, 26.0 FT WEST OF
 AJ9053'THE WEST EDGE OF A
 AJ9053'CONCRETE SIDEWALK, 23.2 FT SOUTH OF THE APPROXIMATE CENTERLINE OF LEE
 AJ9053'ROAD, 14.3 FT
 AJ9053'SOUTH OF THE EDGE OF THE PAVEMENT OF LEE ROAD, 1.5 FT EAST OF THE
 AJ9053'NORTH END OF A
 AJ9053'HEADWALL AND 1.5 FT EAST OF A CARSONITE WITNESS POST.
 AJ9053' 
 AJ9053'NOTE A MAGNET WAS IMBEDDED IN THE GROUND, 0.2 FT SOUTH OF THE
 AJ9053'MONUMENT.
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053' 
 AJ9053'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8676 ***********************************************************************
 DE8676  DESIGNATION -  A 562
 DE8676  PID         -  DE8676
 DE8676  STATE/COUNTY-  FL/MANATEE
 DE8676  USGS QUAD   -  MYAKKA HEAD (1987)
 DE8676
 DE8676                         *CURRENT SURVEY CONTROL
 DE8676  ___________________________________________________________________
 DE8676* NAD 83(1986)-  27 27 04.     (N)    082 06 01.     (W)     SCALED    
 DE8676* NAVD 88     -        23.661  (meters)      77.63   (feet)  ADJUSTED  
 DE8676  ___________________________________________________________________
 DE8676  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 DE8676  DYNAMIC HT  -          23.625 (meters)      77.51  (feet)  COMP
 DE8676  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 DE8676
 DE8676  VERT ORDER  -  SECOND    CLASS I
 DE8676
 DE8676.The horizontal coordinates were scaled from a topographic map and have
 DE8676.an estimated accuracy of +/- 6 seconds.
 DE8676
 DE8676.The orthometric height was determined by differential leveling
 DE8676.and adjusted by the National Geodetic Survey in May 2004..
 DE8676.No vertical observational check was made to the station.
 DE8676
 DE8676.The geoid height was determined by GEOID03.
 DE8676
 DE8676.The dynamic height is computed by dividing the NAVD 88
 DE8676.geopotential number by the normal gravity value computed on the
 DE8676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8676.degrees latitude (g = 980.6199 gals.).
 DE8676
 DE8676.The modeled gravity was interpolated from observed gravity values.
 DE8676
 DE8676;                    North         East    Units  Estimated Accuracy
 DE8676;SPC FL W     -   345,390.      190,090.      MT  (+/- 180 meters Scaled)
 DE8676
 DE8676                          SUPERSEDED SURVEY CONTROL
 DE8676
 DE8676.No superseded survey control is available for this station.
 DE8676
 DE8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL912368(NAD 83)
 DE8676_MARKER: DD = SURVEY DISK
 DE8676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8676_STAMPING: A 562 2002
 DE8676_MARK LOGO: FLDEP 
 DE8676_PROJECTION: RECESSED 5 CENTIMETERS
 DE8676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8676+STABILITY: SURFACE MOTION
 DE8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8676+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 DE8676
 DE8676  HISTORY     - Date     Condition        Report By
 DE8676  HISTORY     - 20020402 MONUMENTED       FLDEP
 DE8676
 DE8676                          STATION DESCRIPTION
 DE8676
 DE8676'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8676'THE MARK IS ABOUT 7.7 MI NORTH-NORTHEAST OF MYAKKA CITY, IN SECTION
 DE8676'10, TOWNSHIP 35
 DE8676'SOUTH, RANGE 22 EAST.
 DE8676' 
 DE8676'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD
 DE8676'64 ON THE EAST
 DE8676'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR
 DE8676'2.25 MI TO THE
 DE8676'JUNCTION OF UPPER ROAD ON THE LEFT, CONTINUE EAST ON STATE ROAD 64 FOR
 DE8676'2.65 MI TO THE
 DE8676'JUNCTION OF LORRAINE ROAD ON THE RIGHT, CONTINUE EAST ON STATE ROAD 64
 DE8676'FOR 6.05 MI TO
 DE8676'THE JUNCTION OF COUNTY ROAD 675 NORTH ON THE LEFT, CONTINUE EAST ON
 DE8676'STATE ROAD 64 FOR
 DE8676'5.5 MI TO THE BRIDGE OVER THE MANATEE RIVER, CONTINUE EAST ON STATE
 DE8676'ROAD 64 FOR 4.8 MI TO
 DE8676'THE JUNCTION OF WINGATE ROAD ON THE RIGHT, CONTINUE EAST ON STATE ROAD
 DE8676'64 FOR 3.0 MI TO
 DE8676'THE JUNCTION OF MYAKKA WAUCHULA ROAD ON THE RIGHT, TURN RIGHT ON
 DE8676'MYAKKA WAUCHULA
 DE8676'ROAD AND GO SOUTH FOR 1.0 MI TO THE MARK ON THE LEFT, SET IN THE TOP
 DE8676'OF A ROUND
 DE8676'CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND
 DE8676'ABOUT 0.6 FT
 DE8676'ABOVE THE LEVEL OF MYAKKA WAUCHULA ROAD.  THE MARK CAN ALSO BE REACHED
 DE8676'FROM THE POST
 DE8676'OFFICE IN MYAKKA CITY, GO EAST ON STATE ROAD 70 FOR 0.2 MI TO THE
 DE8676'JUNCTION OF MYAKKA
 DE8676'WAUCHULA ROAD, TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR 6.2
 DE8676'MI TO THE
 DE8676'JUNCTION OF TAYLOR ROAD, CONTINUE NORTH ON MYAKKA WAUCHULA ROAD FOR
 DE8676'3.2 MI TO THE
 DE8676'MARK ON THE RIGHT.
 DE8676' 
 DE8676'LOCATED 183.0 FT SOUTHWEST OF POWER POLE NUMBER 12 237 WITH 2 GUY
 DE8676'WIRES ATTACHED, 32.4
 DE8676'FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF MYAKKA WAUCHULA ROAD,
 DE8676'22.0 FT
 DE8676'SOUTHEAST OF THE EDGE OF THE PAVEMENT OF MYAKKA WAUCHULA ROAD AND 1.0
 DE8676'FT NORTHWEST
 DE8676'OF A CARSONITE WITNESS POST.
 DE8676' 
 DE8676'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DE8676'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8852 ***********************************************************************
 DF8852  DESIGNATION -  A 563
 DF8852  PID         -  DF8852
 DF8852  STATE/COUNTY-  FL/LEE
 DF8852  USGS QUAD   -  FORT MYERS NW (1987)
 DF8852
 DF8852                         *CURRENT SURVEY CONTROL
 DF8852  ___________________________________________________________________
 DF8852* NAD 83(1986)-  26 40 02.     (N)    081 54 26.     (W)     SCALED    
 DF8852* NAVD 88     -         3.084  (meters)      10.12   (feet)  ADJUSTED  
 DF8852  ___________________________________________________________________
 DF8852  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 DF8852  DYNAMIC HT  -           3.079 (meters)      10.10  (feet)  COMP
 DF8852  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 DF8852
 DF8852  VERT ORDER  -  SECOND    CLASS I
 DF8852
 DF8852.The horizontal coordinates were scaled from a topographic map and have
 DF8852.an estimated accuracy of +/- 6 seconds.
 DF8852
 DF8852.The orthometric height was determined by differential leveling
 DF8852.and adjusted by the National Geodetic Survey in May 2004..
 DF8852
 DF8852.The geoid height was determined by GEOID03.
 DF8852
 DF8852.The dynamic height is computed by dividing the NAVD 88
 DF8852.geopotential number by the normal gravity value computed on the
 DF8852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8852.degrees latitude (g = 980.6199 gals.).
 DF8852
 DF8852.The modeled gravity was interpolated from observed gravity values.
 DF8852
 DF8852;                    North         East    Units  Estimated Accuracy
 DF8852;SPC FL W     -   258,540.      209,240.      MT  (+/- 180 meters Scaled)
 DF8852
 DF8852                          SUPERSEDED SURVEY CONTROL
 DF8852
 DF8852.No superseded survey control is available for this station.
 DF8852
 DF8852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK097498(NAD 83)
 DF8852_MARKER: DD = SURVEY DISK
 DF8852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF8852_SP_SET: BOX DRAIN
 DF8852_STAMPING: A 563 2002
 DF8852_MARK LOGO: FLDEP 
 DF8852_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8852+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2002
 DF8852
 DF8852  HISTORY     - Date     Condition        Report By
 DF8852  HISTORY     - 20020321 MONUMENTED       FLDEP
 DF8852
 DF8852                          STATION DESCRIPTION
 DF8852
 DF8852'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF8852'THE MARK IS ABOUT 3.0 MI NORTHWEST OF FORT MYERS, IN SECTION 4,
 DF8852'TOWNSHIP 44 SOUTH, RANGE
 DF8852'24 EAST.
 DF8852' 
 DF8852'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DF8852'CLEVELAND AVENUE)
 DF8852'AND COUNTY ROAD 78 (PINE ISLAND ROAD, BAYSHORE ROAD) ON THE NORTH SIDE
 DF8852'OF FORT MYERS,
 DF8852'GO SOUTH ON U.S. HIGHWAY 41 (NORTH CLEVELAND AVENUE) FOR 1.3 MI TO THE
 DF8852'INTERSECTION OF
 DF8852'PONDELLA ROAD (STATE ROAD 78 A), TURN RIGHT ON PONDELLA ROAD (STATE
 DF8852'ROAD 78 A) AND GO
 DF8852'WEST FOR 1.1 MI TO THE JUNCTION OF APRIL LANE LEADING SOUTH, BARRETT
 DF8852'ROAD LEADING NORTH
 DF8852'AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHWEST
 DF8852'CORNER OF A BOX DRAIN
 DF8852'ABOUT 0.6 FT ABOVE THE LEVEL OF PONDELLA ROAD.
 DF8852' 
 DF8852'LOCATED 44.4 FT WEST OF THE WEST EDGE OF BARRETT ROAD, 32.6 FT NORTH
 DF8852'OF THE CENTERLINE
 DF8852'OF THE WESTBOUND LANES OF PONDELLA, 31.0 FT WEST-SOUTHWEST OF A SQUARE
 DF8852'TRAFFIC SIGNAL
 DF8852'POLE, 11.6 FT NORTH OF THE NORTH EDGE OF A SIDEWALK AND 0.6 FT NORTH
 DF8852'OF THE SOUTHWEST
 DF8852'CORNER OF A DRAIN.
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852' 
 DF8852'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4291 ***********************************************************************
 DG4291  DESIGNATION -  A 563 X
 DG4291  PID         -  DG4291
 DG4291  STATE/COUNTY-  FL/OKEECHOBEE
 DG4291  USGS QUAD   -  TAYLOR CREEK SE (1972)
 DG4291
 DG4291                         *CURRENT SURVEY CONTROL
 DG4291  ___________________________________________________________________
 DG4291* NAD 83(1986)-  27 15 25.     (N)    080 49 47.     (W)     SCALED    
 DG4291* NAVD 88     -         7.311  (meters)      23.99   (feet)  ADJUSTED  
 DG4291  ___________________________________________________________________
 DG4291  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DG4291  DYNAMIC HT  -           7.299 (meters)      23.95  (feet)  COMP
 DG4291  MODELED GRAV-     979,096.8   (mgal)                       NAVD 88
 DG4291
 DG4291  VERT ORDER  -  FIRST     CLASS II
 DG4291
 DG4291.The horizontal coordinates were scaled from a topographic map and have
 DG4291.an estimated accuracy of +/- 6 seconds.
 DG4291
 DG4291.The orthometric height was determined by differential leveling
 DG4291.and adjusted by the National Geodetic Survey in May 2004..
 DG4291
 DG4291.The geoid height was determined by GEOID03.
 DG4291
 DG4291.The dynamic height is computed by dividing the NAVD 88
 DG4291.geopotential number by the normal gravity value computed on the
 DG4291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4291.degrees latitude (g = 980.6199 gals.).
 DG4291
 DG4291.The modeled gravity was interpolated from observed gravity values.
 DG4291
 DG4291;                    North         East    Units  Estimated Accuracy
 DG4291;SPC FL E     -   323,890.      216,860.      MT  (+/- 180 meters Scaled)
 DG4291
 DG4291                          SUPERSEDED SURVEY CONTROL
 DG4291
 DG4291.No superseded survey control is available for this station.
 DG4291
 DG4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL168149(NAD 83)
 DG4291_MARKER: DB = BENCH MARK DISK
 DG4291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4291_STAMPING: A 563 X 2002
 DG4291_MARK LOGO: NGS   
 DG4291_PROJECTION: FLUSH
 DG4291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4291+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 DG4291_ROD/PIPE-DEPTH: 24.2 meters
 DG4291
 DG4291  HISTORY     - Date     Condition        Report By
 DG4291  HISTORY     - 20020611 MONUMENTED       FLDEP
 DG4291
 DG4291                          STATION DESCRIPTION
 DG4291
 DG4291'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4291'THE MARK IS ABOUT 0.9 NORTH OF OKEECHOBEE, IN SECTION 16, TOWNSHIP 37
 DG4291'SOUTH, RANGE 35
 DG4291'EAST.
 DG4291' 
 DG4291'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 (U.S. HIGHWAY
 DG4291'98, PARK STREET)
 DG4291'AND U.S. HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE, GO NORTH ON U.S.
 DG4291'HIGHWAY 441
 DG4291'(PARROTT STREET) FOR 0.9 MI TO THE JUNCTION OF NORTHEAST 13TH STREET
 DG4291'ON THE LEFT AND
 DG4291'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG4291'DEPTH OF 79.5 FT WITH
 DG4291'A NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL
 DG4291'OF U.S. HIGHWAY
 DG4291'441, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS
 DG4291'LOGO CAP.
 DG4291' 
 DG4291'LOCATED 95.7 FT EAST OF THE CENTERLINE OF U.S. HIGHWAY 441, 52.0 FT
 DG4291'WEST OF THE
 DG4291'APPROXIMATE CENTERLINE OF A DRIVEWAY, 29.6 FT NORTH OF THE APPROXIMATE
 DG4291'CENTERLINE OF
 DG4291'NORTHWEST 13TH STREET AND 3.8 FT SOUTH OF A POWER POLE WITH A METAL
 DG4291'WITNESS SIGN
 DG4291'ATTACHED.
 DG4291' 
 DG4291'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG4291' 
 DG4291'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DG4291' 
 DG4291'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8703 ***********************************************************************
 DE8703  DESIGNATION -  A 564
 DE8703  PID         -  DE8703
 DE8703  STATE/COUNTY-  FL/MANATEE
 DE8703  USGS QUAD   -  LORRAINE (1987)
 DE8703
 DE8703                         *CURRENT SURVEY CONTROL
 DE8703  ___________________________________________________________________
 DE8703* NAD 83(1986)-  27 25 59.     (N)    082 25 59.     (W)     SCALED    
 DE8703* NAVD 88     -        10.024  (meters)      32.89   (feet)  ADJUSTED  
 DE8703  ___________________________________________________________________
 DE8703  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DE8703  DYNAMIC HT  -          10.009 (meters)      32.84  (feet)  COMP
 DE8703  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 DE8703
 DE8703  VERT ORDER  -  SECOND    CLASS I
 DE8703
 DE8703.The horizontal coordinates were scaled from a topographic map and have
 DE8703.an estimated accuracy of +/- 6 seconds.
 DE8703
 DE8703.The orthometric height was determined by differential leveling
 DE8703.and adjusted by the National Geodetic Survey in May 2004..
 DE8703
 DE8703.The geoid height was determined by GEOID03.
 DE8703
 DE8703.The dynamic height is computed by dividing the NAVD 88
 DE8703.geopotential number by the normal gravity value computed on the
 DE8703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8703.degrees latitude (g = 980.6199 gals.).
 DE8703
 DE8703.The modeled gravity was interpolated from observed gravity values.
 DE8703
 DE8703;                    North         East    Units  Estimated Accuracy
 DE8703;SPC FL W     -   343,460.      157,190.      MT  (+/- 180 meters Scaled)
 DE8703
 DE8703                          SUPERSEDED SURVEY CONTROL
 DE8703
 DE8703.No superseded survey control is available for this station.
 DE8703
 DE8703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL583352(NAD 83)
 DE8703_MARKER: F = FLANGE-ENCASED ROD
 DE8703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE8703_STAMPING: A 564 2002
 DE8703_MARK LOGO: NGS   
 DE8703_PROJECTION: FLUSH
 DE8703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8703+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 DE8703_ROD/PIPE-DEPTH: 17.4 meters
 DE8703
 DE8703  HISTORY     - Date     Condition        Report By
 DE8703  HISTORY     - 20020418 MONUMENTED       FLDEP
 DE8703
 DE8703                          STATION DESCRIPTION
 DE8703
 DE8703'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8703'THE MARK IS ABOUT 9.7 MI EAST OF BRADENTON, IN SECTION 18, TOWNSHIP 35
 DE8703'SOUTH, RANGE 19
 DE8703'EAST.
 DE8703' 
 DE8703'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 DE8703'ROAD 70 ABOUT 9.5 MI
 DE8703'SOUTHEAST OF BRADENTON, GO EAST ON STATE ROAD 70 FOR 1.8 MI TO THE
 DE8703'DISABLED AMERICAN
 DE8703'VETERANS CHAPTER 99 BUILDING ON THE LEFT AND THE MARK ON THE LEFT, A
 DE8703'STAINLESS STEEL
 DE8703'ROD DRIVEN TO REFUSAL AT A DEPTH OF 57.2 FT WITH AN NGS LOGO CAP FLUSH
 DE8703'WITH THE GROUND
 DE8703'AND ABOUT 4.0 FT BELOW THE LEVEL OF STATE ROAD 70, THE DATUM POINT IS
 DE8703'RECESSED 0.4 FT
 DE8703'BELOW THE LEVEL OF THE NGS LOGO CAP.
 DE8703' 
 DE8703'LOCATED 84.1 FT SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE D.A.V.
 DE8703'CHAPTER 99
 DE8703'PARKING LOT, 73.2 FT WEST OF THE ROAD SIGN FOR THE GARDEN COMMUNITY
 DE8703'CHURCH, 68.7 FT
 DE8703'NORTH OF THE EDGE OF THE PAVEMENT OF STATE ROAD 70, 31.9 FT NORTH OF A
 DE8703'CONCRETE POWER
 DE8703'POLE NUMBER 55 27 AND 0.7 FT SOUTH OF A CARSONITE WITNESS POST.
 DE8703' 
 DE8703'NOTE A BAR MAGNET WAS BURIED 0.5 FT SOUTH OF THE MARK.
 DE8703' 
 DE8703'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DE8703' 
 DE8703'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9095 ***********************************************************************
 DE9095  DESIGNATION -  A 565
 DE9095  PID         -  DE9095
 DE9095  STATE/COUNTY-  FL/MANATEE
 DE9095  USGS QUAD   -  RYE (1979)
 DE9095
 DE9095                         *CURRENT SURVEY CONTROL
 DE9095  ___________________________________________________________________
 DE9095* NAD 83(1986)-  27 36 07.     (N)    082 18 44.     (W)     SCALED    
 DE9095* NAVD 88     -        15.787  (meters)      51.79   (feet)  ADJUSTED  
 DE9095  ___________________________________________________________________
 DE9095  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 DE9095  DYNAMIC HT  -          15.763 (meters)      51.72  (feet)  COMP
 DE9095  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 DE9095
 DE9095  VERT ORDER  -  SECOND    CLASS I
 DE9095
 DE9095.The horizontal coordinates were scaled from a topographic map and have
 DE9095.an estimated accuracy of +/- 6 seconds.
 DE9095
 DE9095.The orthometric height was determined by differential leveling
 DE9095.and adjusted by the National Geodetic Survey in May 2004..
 DE9095
 DE9095.The geoid height was determined by GEOID03.
 DE9095
 DE9095.The dynamic height is computed by dividing the NAVD 88
 DE9095.geopotential number by the normal gravity value computed on the
 DE9095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9095.degrees latitude (g = 980.6199 gals.).
 DE9095
 DE9095.The modeled gravity was interpolated from observed gravity values.
 DE9095
 DE9095;                    North         East    Units  Estimated Accuracy
 DE9095;SPC FL W     -   362,140.      169,180.      MT  (+/- 180 meters Scaled)
 DE9095
 DE9095                          SUPERSEDED SURVEY CONTROL
 DE9095
 DE9095.No superseded survey control is available for this station.
 DE9095
 DE9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL705537(NAD 83)
 DE9095_MARKER: DD = SURVEY DISK
 DE9095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9095_STAMPING: A 565 2002
 DE9095_MARK LOGO: FLDEP 
 DE9095_PROJECTION: RECESSED 5 CENTIMETERS
 DE9095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9095+STABILITY: SURFACE MOTION
 DE9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9095+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 DE9095
 DE9095  HISTORY     - Date     Condition        Report By
 DE9095  HISTORY     - 20020518 MONUMENTED       FLDEP
 DE9095
 DE9095                          STATION DESCRIPTION
 DE9095
 DE9095'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9095'THE MARK IS ABOUT 7.1 MI EAST OF PARRISH, IN SECTION 16, TOWNSHIP 33
 DE9095'SOUTH, RANGE 20 EAST.
 DE9095' 
 DE9095'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9095'62 IN PARRISH,
 DE9095'GO EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN
 DE9095'ROAD ON THE LEFT,
 DE9095'CONTINUE EAST ON STATE ROAD 62 FOR 3.25 MI TO THE MARK ON THE RIGHT,
 DE9095'SET IN THE TOP OF A
 DE9095'ROUND CONCRETE MONUMENT, RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DE9095'AND ABOUT
 DE9095'0.3 FT BELOW THE LEVEL 0F STATE ROAD 62.
 DE9095' 
 DE9095'LOCATED 218.0 FT WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ENTRANCE
 DE9095'ROAD TO LIPMAN
 DE9095'AND LIPMAN FARMS, 59.5 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DE9095'ROAD 62, 48.2 FT
 DE9095'SOUTH OF THE EDGE OF THE PAVEMENT OF STATE ROAD 62, 1.6 FT NORTH OF
 DE9095'THE BARB WIRE FENCE
 DE9095'AND 1.5 FT NORTH OF A CARSONITE WITNESS POST.
 DE9095' 
 DE9095'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DE9095' 
 DE9095'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4303 ***********************************************************************
 DG4303  DESIGNATION -  A 566
 DG4303  PID         -  DG4303
 DG4303  STATE/COUNTY-  FL/LAKE
 DG4303  USGS QUAD   -  SORRENTO (1980)
 DG4303
 DG4303                         *CURRENT SURVEY CONTROL
 DG4303  ___________________________________________________________________
 DG4303* NAD 83(1986)-  28 48 45.     (N)    081 30 25.     (W)     SCALED    
 DG4303* NAVD 88     -        21.798  (meters)      71.52   (feet)  ADJUSTED  
 DG4303  ___________________________________________________________________
 DG4303  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DG4303  DYNAMIC HT  -          21.767 (meters)      71.41  (feet)  COMP
 DG4303  MODELED GRAV-     979,237.1   (mgal)                       NAVD 88
 DG4303
 DG4303  VERT ORDER  -  SECOND    CLASS I
 DG4303
 DG4303.The horizontal coordinates were scaled from a topographic map and have
 DG4303.an estimated accuracy of +/- 6 seconds.
 DG4303
 DG4303.The orthometric height was determined by differential leveling
 DG4303.and adjusted by the National Geodetic Survey in May 2004..
 DG4303
 DG4303.The geoid height was determined by GEOID03.
 DG4303
 DG4303.The dynamic height is computed by dividing the NAVD 88
 DG4303.geopotential number by the normal gravity value computed on the
 DG4303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4303.degrees latitude (g = 980.6199 gals.).
 DG4303
 DG4303.The modeled gravity was interpolated from observed gravity values.
 DG4303
 DG4303;                    North         East    Units  Estimated Accuracy
 DG4303;SPC FL E     -   496,360.      150,520.      MT  (+/- 180 meters Scaled)
 DG4303
 DG4303                          SUPERSEDED SURVEY CONTROL
 DG4303
 DG4303.No superseded survey control is available for this station.
 DG4303
 DG4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM505873(NAD 83)
 DG4303_MARKER: DD = SURVEY DISK
 DG4303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4303_STAMPING: A 566 2002
 DG4303_MARK LOGO: FLDEP 
 DG4303_PROJECTION: FLUSH
 DG4303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4303+STABILITY: SURFACE MOTION
 DG4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4303+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DG4303
 DG4303  HISTORY     - Date     Condition        Report By
 DG4303  HISTORY     - 20020711 MONUMENTED       FLDEP
 DG4303
 DG4303                          STATION DESCRIPTION
 DG4303
 DG4303'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4303'THE MARK IS ABOUT 14.2 MI WEST OF SANFORD, 1.7 MI NORTHEAST MOUNT
 DG4303'PLYMOUTH, IN SECTION
 DG4303'27, TOWNSHIP 19 SOUTH, RANGE 28 EAST.
 DG4303' 
 DG4303'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 435 (MOUNT PLYMOUTH
 DG4303'ROAD), NILES
 DG4303'STREET AND STATE ROAD 46 (MAIN STREET) IN MOUNT PLYMOUTH, GO NORTHEAST
 DG4303'ON STATE ROAD
 DG4303'46 FOR 1.7 MI TO THE MARK ON THE RIGHT, SET IN TOP OF A ROUND CONCRETE
 DG4303'MONUMENT FLUSH
 DG4303'WITH THE GROUND AND ABOUT LEVEL WITH STATE ROAD 46.
 DG4303' 
 DG4303'LOCATED 34.5 FT SOUTH OF THE CENTERLINE OF STATE ROAD 46, 1.3 FT NORTH
 DG4303'OF A HOGWIRE FENCE
 DG4303'AND 1.1 FT NORTH OF A CARSONITE WITNESS POST.
 DG4303' 
 DG4303'NOTE  A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG4303'MONUMENT.
 DG4303' 
 DG4303' 
 DG4303'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8130 ***********************************************************************
 DF8130  DESIGNATION -  A 567
 DF8130  PID         -  DF8130
 DF8130  STATE/COUNTY-  FL/PALM BEACH
 DF8130  USGS QUAD   -  DEEM CITY (1974)
 DF8130
 DF8130                         *CURRENT SURVEY CONTROL
 DF8130  ___________________________________________________________________
 DF8130* NAD 83(1986)-  26 20 50.     (N)    080 31 48.     (W)     SCALED    
 DF8130* NAVD 88     -         4.738  (meters)      15.54   (feet)  ADJUSTED  
 DF8130  ___________________________________________________________________
 DF8130  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 DF8130  DYNAMIC HT  -           4.731 (meters)      15.52  (feet)  COMP
 DF8130  MODELED GRAV-     979,075.6   (mgal)                       NAVD 88
 DF8130
 DF8130  VERT ORDER  -  FIRST     CLASS II
 DF8130
 DF8130.The horizontal coordinates were scaled from a topographic map and have
 DF8130.an estimated accuracy of +/- 6 seconds.
 DF8130
 DF8130.The orthometric height was determined by differential leveling
 DF8130.and adjusted by the National Geodetic Survey in January 2004..
 DF8130
 DF8130.The geoid height was determined by GEOID03.
 DF8130
 DF8130.The dynamic height is computed by dividing the NAVD 88
 DF8130.geopotential number by the normal gravity value computed on the
 DF8130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8130.degrees latitude (g = 980.6199 gals.).
 DF8130
 DF8130.The modeled gravity was interpolated from observed gravity values.
 DF8130
 DF8130;                    North         East    Units  Estimated Accuracy
 DF8130;SPC FL E     -   223,170.      246,910.      MT  (+/- 180 meters Scaled)
 DF8130
 DF8130                          SUPERSEDED SURVEY CONTROL
 DF8130
 DF8130.No superseded survey control is available for this station.
 DF8130
 DF8130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK468142(NAD 83)
 DF8130_MARKER: F = FLANGE-ENCASED ROD
 DF8130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF8130_STAMPING: A 567 2002
 DF8130_MARK LOGO: NGS   
 DF8130_PROJECTION: RECESSED 10 CENTIMETERS
 DF8130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8130+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 DF8130_ROD/PIPE-DEPTH:  3.4 meters
 DF8130
 DF8130  HISTORY     - Date     Condition        Report By
 DF8130  HISTORY     - 20020904 MONUMENTED       FLDEP
 DF8130
 DF8130                          STATION DESCRIPTION
 DF8130
 DF8130'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF8130'THE MARK IS ABOUT 21.2 MI SOUTH OF SOUTH BAY, 16.2 MI NORTH OF
 DF8130'ANDYTOWN, IN THE
 DF8130'LOXAHATCHEE NATIONAL WILDLIFE REFUGE CONSERVATION AREA, IN ESTIMATED
 DF8130'SECTION 22,
 DF8130'TOWNSHIP 47 SOUTH, RANGE 38 EAST.
 DF8130' 
 DF8130'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 75 (STATE HIGHWAY
 DF8130'84 ALLIGATOR
 DF8130'ALLEY) AND U.S. HIGHWAY 27 UNDERPASS IN ANDYTOWN, GO NORTH ON U.S.
 DF8130'HIGHWAY 27 FOR 14.7 MI
 DF8130'TO THE PALM BEACH-BROWARD COUNTY LINE, CONTINUE NORTH ON U.S. HIGHWAY
 DF8130'27 FOR 0.1 MI TO
 DF8130'THE ENTRANCE TO SOUTH FLORIDA WATER MANAGEMENT DISTRICT PUMP STATION
 DF8130'ON THE RIGHT
 DF8130'(STRUCTURE S-7), TURN RIGHT AND GO EAST FOR APPROXIMATELY 80.0 FT TO A
 DF8130'SET OF LOCKED
 DF8130'GATES, PASSING THROUGH THE GATE ON THE LEFT, CONTINUE EAST ON THE
 DF8130'ENTRANCE ROAD FOR
 DF8130'0.1 MI TO THE TOP OF THE LEVEE, TURN LEFT ON THE LEVEE ROAD (L-6) AND
 DF8130'GO NORTHEAST FOR 0.05
 DF8130'MI TO THE END OF THE PAVEMENT, BEAR LEFT ON THE LIMEROCK ROAD AND GO
 DF8130'NORTHWEST FOR
 DF8130'0.05 MI TO THE JUNCTION OF AN EAST-WEST LIMEROCK ROAD ON THE NORTH
 DF8130'SIDE OF CANAL, TURN
 DF8130'RIGHT ON THE LIMEROCK ROAD AND GO NORTHEAST FOR 0.8 MI TO AN ACCESS
 DF8130'ROAD TO A
 DF8130'POWERLINE ON THE LEFT, CONTINUE NORTHEAST ON THE LEVEE ROAD FOR 0.05
 DF8130'MI TO THE MARK ON
 DF8130'THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.2
 DF8130'FT WITH A NGS LOGO
 DF8130'CAP RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT
 DF8130'BELOW THE LEVEL OF
 DF8130'THE LEVEE ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW THE LEVEL OF
 DF8130'THE NGS LOGO CAP.
 DF8130' 
 DF8130'LOCATED 145.0 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF AN ACCESS
 DF8130'ROAD LEADING
 DF8130'NORTHWEST TO A POWERLINE, 14.2 FT NORTHWEST OF THE APPROXIMATE
 DF8130'CENTERLINE OF THE
 DF8130'LEVEE ROAD, 6.4 FT SOUTHEAST OF A POWER POLE AND 6.3 FT SOUTHEAST OF A
 DF8130'CARSONITE
 DF8130'WITNESS POST.
 DF8130' 
 DF8130'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF8130' 
 DF8130'NOTE A MAGNET WAS PLACED INSIDE THE NGS LOGO CAP.
 DF8130' 
 DF8130'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 DF8130'561-686-8800.
 DF8130'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4208 ***********************************************************************
 DG4208  DESIGNATION -  A 568
 DG4208  PID         -  DG4208
 DG4208  STATE/COUNTY-  FL/PUTNAM
 DG4208  USGS QUAD   -  CRESCENT CITY (1994)
 DG4208
 DG4208                         *CURRENT SURVEY CONTROL
 DG4208  ___________________________________________________________________
 DG4208* NAD 83(1986)-  29 29 29.     (N)    081 35 11.     (W)     SCALED    
 DG4208* NAVD 88     -        19.674  (meters)      64.55   (feet)  ADJUSTED  
 DG4208  ___________________________________________________________________
 DG4208  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DG4208  DYNAMIC HT  -          19.647 (meters)      64.46  (feet)  COMP
 DG4208  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 DG4208
 DG4208  VERT ORDER  -  SECOND    CLASS I
 DG4208
 DG4208.The horizontal coordinates were scaled from a topographic map and have
 DG4208.an estimated accuracy of +/- 6 seconds.
 DG4208
 DG4208.The orthometric height was determined by differential leveling
 DG4208.and adjusted by the National Geodetic Survey in May 2004..
 DG4208
 DG4208.The geoid height was determined by GEOID03.
 DG4208
 DG4208.The dynamic height is computed by dividing the NAVD 88
 DG4208.geopotential number by the normal gravity value computed on the
 DG4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4208.degrees latitude (g = 980.6199 gals.).
 DG4208
 DG4208.The modeled gravity was interpolated from observed gravity values.
 DG4208
 DG4208;                    North         East    Units  Estimated Accuracy
 DG4208;SPC FL E     -   571,640.      143,140.      MT  (+/- 180 meters Scaled)
 DG4208
 DG4208                          SUPERSEDED SURVEY CONTROL
 DG4208
 DG4208.No superseded survey control is available for this station.
 DG4208
 DG4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN431625(NAD 83)
 DG4208_MARKER: DD = SURVEY DISK
 DG4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4208_STAMPING: A 568 2002
 DG4208_MARK LOGO: FLDEP 
 DG4208_PROJECTION: RECESSED 8 CENTIMETERS
 DG4208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4208+STABILITY: SURFACE MOTION
 DG4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4208+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 DG4208
 DG4208  HISTORY     - Date     Condition        Report By
 DG4208  HISTORY     - 20020712 MONUMENTED       FLDEP
 DG4208
 DG4208                          STATION DESCRIPTION
 DG4208
 DG4208'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4208'THE MARK IS ABOUT 6.3 MI NORTHWEST OF CRESCENT CITY, 0.5 MI SOUTHEAST
 DG4208'OF POMONA PARK, IN
 DG4208'SECTION 33, TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 DG4208' 
 DG4208'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (SUMMIT
 DG4208'STREET) AND CENTER
 DG4208'AVENUE IN CRESCENT CITY, GO NORTH ON U.S. HIGHWAY 17 (SUMMIT STREET)
 DG4208'FOR 0.4 MI TO THE
 DG4208'POST OFFICE ON THE LEFT, CONTINUE NORTH ON U.S. HIGHWAY 17 (SUMMIT
 DG4208'STREET) FOR 6.4 MI TO
 DG4208'THE JUNCTION OF LAKE COMO DRIVE ON THE LEFT AND THE MARK ON THE LEFT.
 DG4208'THE MARK CAN
 DG4208'ALSO BE REACHED FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DG4208'17 AND COUNTY
 DG4208'ROAD 308B IN POMONA PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.55 MI TO
 DG4208'THE JUNCTION OF LAKE
 DG4208'COMO DRIVE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DG4208'ROUND CONCRETE
 DG4208'MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 2.5
 DG4208'FT BELOW THE
 DG4208'LEVEL OF STATE ROAD 17.
 DG4208' 
 DG4208'LOCATED 162.1 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF A SET OF
 DG4208'RAILROAD TRACKS,
 DG4208'72.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17,
 DG4208'57.6 FT SOUTHEAST OF
 DG4208'THE APPROXIMATE CENTERLINE OF LAKE COMO DRIVE AND 1.2 FT NORTHEAST OF
 DG4208'A CARSONITE
 DG4208'WITNESS POST.
 DG4208' 
 DG4208'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DG4208' 
 DG4208' 
 DG4208' 
 DG4208'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6037 ***********************************************************************
 DE6037  DESIGNATION -  A 569
 DE6037  PID         -  DE6037
 DE6037  STATE/COUNTY-  FL/MARTIN
 DE6037  USGS QUAD   -  ST LUCIE INLET (1983)
 DE6037
 DE6037                         *CURRENT SURVEY CONTROL
 DE6037  ___________________________________________________________________
 DE6037* NAD 83(1986)-  27 07 41.     (N)    080 13 22.     (W)     SCALED    
 DE6037* NAVD 88     -         5.299  (meters)      17.39   (feet)  ADJUSTED  
 DE6037  ___________________________________________________________________
 DE6037  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DE6037  DYNAMIC HT  -           5.291 (meters)      17.36  (feet)  COMP
 DE6037  MODELED GRAV-     979,106.9   (mgal)                       NAVD 88
 DE6037
 DE6037  VERT ORDER  -  SECOND    CLASS I
 DE6037
 DE6037.The horizontal coordinates were scaled from a topographic map and have
 DE6037.an estimated accuracy of +/- 6 seconds.
 DE6037
 DE6037.The orthometric height was determined by differential leveling
 DE6037.and adjusted by the National Geodetic Survey in August 2002..
 DE6037
 DE6037.The geoid height was determined by GEOID03.
 DE6037
 DE6037.The dynamic height is computed by dividing the NAVD 88
 DE6037.geopotential number by the normal gravity value computed on the
 DE6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6037.degrees latitude (g = 980.6199 gals.).
 DE6037
 DE6037.The modeled gravity was interpolated from observed gravity values.
 DE6037
 DE6037;                    North         East    Units  Estimated Accuracy
 DE6037;SPC FL E     -   309,830.      277,050.      MT  (+/- 180 meters Scaled)
 DE6037
 DE6037                          SUPERSEDED SURVEY CONTROL
 DE6037
 DE6037.No superseded survey control is available for this station.
 DE6037
 DE6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL770008(NAD 83)
 DE6037_MARKER: DD = SURVEY DISK
 DE6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6037_STAMPING: A 569 2002
 DE6037_MARK LOGO: FL-085
 DE6037_PROJECTION: FLUSH
 DE6037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6037+STABILITY: SURFACE MOTION
 DE6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6037+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 DE6037
 DE6037  HISTORY     - Date     Condition        Report By
 DE6037  HISTORY     - 20020417 MONUMENTED       GCYI
 DE6037  HISTORY     - 20040228 GOOD             USPSQD
 DE6037
 DE6037                          STATION DESCRIPTION
 DE6037
 DE6037'DESCRIBED BY G.C.Y., INCORPORATED 2002 (PA)
 DE6037'THE MARK IS LOCATED 4.3 KM (2.7 MILES) SE OF PALM CITY,4.3 KM (2.7
 DE6037'MILES) WSW OF PORT SALERNO AND
 DE6037'6.5 KM (4 MILES) SSE OF STUART IN THE EASTERLY RIGHT OF WAY OF
 DE6037'WILLOUGHBY BLVD AT THE
 DE6037'ENTRANCE TO PINEWOOD ELEMENTARY SCHOOL IN THE HANSON GRANT.  RIGHT OF
 DE6037'WAY OWNED BY MARTIN
 DE6037'COUNTY.
 DE6037' 
 DE6037'TO REACH THE MARK FROM THE INTERSECTION OF  MONTEREY ROAD (SR 714) AND
 DE6037'KANNER HIGHWAY (SR 76),
 DE6037'GO EAST ON MONTEREY ROAD 0.64 KM (0.4 MILES) TO THE JUNCTION WITH
 DE6037'WILLOUGHBY BLVD, THEN GO SOUTH
 DE6037'ON WILLOUGHBY BLVD 4.2 KM (2.6 MILES) TO THE  MARK ON THE RIGHT.
 DE6037' 
 DE6037'THE MARK IS 14.6 M (48 FEET) WEST OF THE CENTERLINE OF WILLOUGHBY
 DE6037'BLVD, 17.7 M (58 FEET) SOUTH OF THE
 DE6037'ENTRANCE TO SCHOOL, 14.7 M (48.2 FEET) NORTH OF A WOOD POWER POLE  AND
 DE6037'0.5 M (1.7 FEET) WEST OF THE
 DE6037'WEST EDGE OF A  CONCRETE WALK.
 DE6037'NOTE - MAGNET BURIED AT NORTH SIDE OF MARK.
 DE6037'NOTE - POSITION OBTAINED USING A WAAS CORRECTED HANDHELD GPS.
 DE6037' 
 DE6037' 
 DE6037' 
 DE6037' 
 DE6037' 
 DE6037' 
 DE6037'
 DE6037
 DE6037                          STATION RECOVERY (2004)
 DE6037
 DE6037'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJS)
 DE6037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6100 ***********************************************************************
 AL6100  DESIGNATION -  A 57
 AL6100  PID         -  AL6100
 AL6100  STATE/COUNTY-  FL/SUMTER
 AL6100  USGS QUAD   -  WILDWOOD (1967)
 AL6100
 AL6100                         *CURRENT SURVEY CONTROL
 AL6100  ___________________________________________________________________
 AL6100* NAD 83(1986)-  28 47 59.     (N)    082 04 15.     (W)     SCALED    
 AL6100* NAVD 88     -        18.805  (meters)      61.70   (feet)  ADJUSTED  
 AL6100  ___________________________________________________________________
 AL6100  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AL6100  DYNAMIC HT  -          18.778 (meters)      61.61  (feet)  COMP
 AL6100  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 AL6100
 AL6100  VERT ORDER  -  SECOND    CLASS 0
 AL6100
 AL6100.The horizontal coordinates were scaled from a topographic map and have
 AL6100.an estimated accuracy of +/- 6 seconds.
 AL6100
 AL6100.The orthometric height was determined by differential leveling
 AL6100.and adjusted by the National Geodetic Survey in June 1991..
 AL6100
 AL6100.The geoid height was determined by GEOID03.
 AL6100
 AL6100.The dynamic height is computed by dividing the NAVD 88
 AL6100.geopotential number by the normal gravity value computed on the
 AL6100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6100.degrees latitude (g = 980.6199 gals.).
 AL6100
 AL6100.The modeled gravity was interpolated from observed gravity values.
 AL6100
 AL6100;                    North         East    Units  Estimated Accuracy
 AL6100;SPC FL W     -   494,840.      193,090.      MT  (+/- 180 meters Scaled)
 AL6100
 AL6100                          SUPERSEDED SURVEY CONTROL
 AL6100
 AL6100  NGVD 29 (??/??/92)   19.074  (m)           62.58   (f) ADJ UNCH    2 0
 AL6100
 AL6100.Superseded values are not recommended for survey control.
 AL6100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6100.See file dsdata.txt to determine how the superseded data were derived.
 AL6100
 AL6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM954862(NAD 83)
 AL6100_MARKER: DB = BENCH MARK DISK
 AL6100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6100_STAMPING: A 57 1934 62.570
 AL6100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6100+STABILITY: SURFACE MOTION
 AL6100
 AL6100  HISTORY     - Date     Condition        Report By
 AL6100  HISTORY     - 1934     MONUMENTED       CGS
 AL6100  HISTORY     - 1958     MARK NOT FOUND   NGS
 AL6100
 AL6100                          STATION DESCRIPTION
 AL6100
 AL6100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6100'AT COLEMAN.
 AL6100'AT COLEMAN, SUMTER COUNTY, ON THE SEABOARD AIR LINE RAILROAD,
 AL6100'60 YARDS NORTH OF THE STATION, 135 YARDS NORTH OF THE JUNCTION
 AL6100'OF THE MIAMI AND THE TAMPA TRACKS, OPPOSITE MILEPOST 766, AT
 AL6100'A ROAD CROSSING, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 AL6100'2 FEET SOUTH OF THE SOUTHWEST CORNER OF MIAMI BRANCH SIGNAL
 AL6100'POLE 765+8, 7 FEET EAST OF THE EAST RAIL OF THE MIAMI BRANCH, AND
 AL6100'43 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 301.  A STANDARD
 AL6100'DISK, STAMPED 62.579 A 57 1934 AND SET IN THE TOP OF A CONCRETE
 AL6100'POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- IT WAS PROBABLY
 AL6100'DESTROYED WHEN THE OLD SIGNAL WAS TAKEN OUT AND A BATTERY BOX
 AL6100'PUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5908 ***********************************************************************
 DG5908  DESIGNATION -  A 570
 DG5908  PID         -  DG5908
 DG5908  STATE/COUNTY-  FL/CLAY
 DG5908  USGS QUAD   -  MIDDLEBURG (1993)
 DG5908
 DG5908                         *CURRENT SURVEY CONTROL
 DG5908  ___________________________________________________________________
 DG5908* NAD 83(1986)-  30 03 46.     (N)    081 52 27.     (W)     SCALED    
 DG5908* NAVD 88     -         5.916  (meters)      19.41   (feet)  ADJUSTED  
 DG5908  ___________________________________________________________________
 DG5908  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DG5908  DYNAMIC HT  -           5.908 (meters)      19.38  (feet)  COMP
 DG5908  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 DG5908
 DG5908  VERT ORDER  -  SECOND    CLASS I
 DG5908
 DG5908.The horizontal coordinates were scaled from a topographic map and have
 DG5908.an estimated accuracy of +/- 6 seconds.
 DG5908
 DG5908.The orthometric height was determined by differential leveling
 DG5908.and adjusted by the National Geodetic Survey in August 2004..
 DG5908
 DG5908.The geoid height was determined by GEOID03.
 DG5908
 DG5908.The dynamic height is computed by dividing the NAVD 88
 DG5908.geopotential number by the normal gravity value computed on the
 DG5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5908.degrees latitude (g = 980.6199 gals.).
 DG5908
 DG5908.The modeled gravity was interpolated from observed gravity values.
 DG5908
 DG5908;                    North         East    Units  Estimated Accuracy
 DG5908;SPC FL E     -   635,150.      115,710.      MT  (+/- 180 meters Scaled)
 DG5908
 DG5908                          SUPERSEDED SURVEY CONTROL
 DG5908
 DG5908.No superseded survey control is available for this station.
 DG5908
 DG5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP157260(NAD 83)
 DG5908_MARKER: F = FLANGE-ENCASED ROD
 DG5908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5908_STAMPING: A 570 2002
 DG5908_MARK LOGO: NGS   
 DG5908_PROJECTION: RECESSED 5 CENTIMETERS
 DG5908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5908+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 DG5908_ROD/PIPE-DEPTH:  4.0 meters
 DG5908
 DG5908  HISTORY     - Date     Condition        Report By
 DG5908  HISTORY     - 20020809 MONUMENTED       FLDEP
 DG5908  HISTORY     - 20030820 GOOD             FLDEP
 DG5908
 DG5908                          STATION DESCRIPTION
 DG5908
 DG5908'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5908'THE MARK IS ON THE SOUTHWEST SIDE OF MIDDLEBURG, IN SECTION 14,
 DG5908'TOWNSHIP 5 SOUTH, RANGE  24 EAST.
 DG5908' 
 DG5908'THE MARK IS AT THE INTERSECTION OF STATE ROAD 21 AND COUNTY ROAD 218
 DG5908'OF THE SOUTHWEST  SIDE OF MIDDLEBURG, IN THE SOUTHWEST GRASSY MEDIAN
 DG5908'ON STATE ROAD 21, A STAINLESS STEEL  ROD DRIVEN TO REFUSAL AT A DEPTH
 DG5908'OF 13.0 FT WITH AN NGS LOGO CAP RECESSED 0.2 FT BELOW  THE LEVEL OF
 DG5908'THE GROUND AND LEVEL WITH STATE ROAD 21, THE DATUM POINT IS RECESSED
 DG5908'0.2  FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG5908' 
 DG5908'LOCATED 118.5 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DG5908'COUNTY ROAD 218, 26.0  FT SOUTH-SOUTHEAST OF THE APPROXIMATE
 DG5908'CENTERLINE OF THE SOUTHBOUND LANE OF STATE  ROAD 21, 4.3 FT
 DG5908'EAST-NORTHEAST OF A FLORIDA DEPARTMENT OF TRANSPORTATION WILDFLOWER
 DG5908'SITE METAL SIGN AND 1.0 FT EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DG5908'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG5908' 
 DG5908'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5908
 DG5908                          STATION RECOVERY (2003)
 DG5908
 DG5908'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 DG5908'THE MARK IS ON THE SOUTHWEST SIDE OF MIDDLEBURG, IN SECTION 14,
 DG5908'TOWNSHIP 5 SOUTH, RANGE  24 EAST.
 DG5908' 
 DG5908'THE MARK IS AT THE INTERSECTION OF STATE ROAD 21 AND COUNTY ROAD 218
 DG5908'IN MIDDLEBURG, IN  THE SOUTHWEST GRASSY MEDIAN ON STATE ROAD 21, A
 DG5908'STAINLESS STEEL ROD DRIVEN TO REFUSAL  AT A DEPTH OF 13.0 FT WITH AN
 DG5908'NGS LOGO CAP RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND  AND ABOUT
 DG5908'LEVEL WITH STATE ROAD 21, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE
 DG5908'LEVEL  OF THE NGS LOGO CAP.
 DG5908' 
 DG5908'LOCATED 118.5 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DG5908'COUNTY ROAD 218, 26.0  FT EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DG5908'OF THE SOUTHBOUND LANE OF STATE ROAD  21, 4.3 FT EAST-NORTHEAST OF A
 DG5908'FLORIDA DEPARTMENT OF TRANSPORTATION WILDFLOWER SITE  METAL SIGN AND
 DG5908'1.0 FT EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DG5908' 
 DG5908'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG5908' 
 DG5908'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6645 ***********************************************************************
 DG6645  DESIGNATION -  A 571
 DG6645  PID         -  DG6645
 DG6645  STATE/COUNTY-  FL/BAKER
 DG6645  USGS QUAD   -  MACCLENNY EAST (1972)
 DG6645
 DG6645                         *CURRENT SURVEY CONTROL
 DG6645  ___________________________________________________________________
 DG6645* NAD 83(1986)-  30 15 23.     (N)    082 05 24.     (W)     SCALED    
 DG6645* NAVD 88     -        43.258  (meters)     141.92   (feet)  ADJUSTED  
 DG6645  ___________________________________________________________________
 DG6645  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG6645  DYNAMIC HT  -          43.201 (meters)     141.74  (feet)  COMP
 DG6645  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 DG6645
 DG6645  VERT ORDER  -  SECOND    CLASS I
 DG6645
 DG6645.The horizontal coordinates were scaled from a topographic map and have
 DG6645.an estimated accuracy of +/- 6 seconds.
 DG6645
 DG6645.The orthometric height was determined by differential leveling
 DG6645.and adjusted by the National Geodetic Survey in June 2005..
 DG6645
 DG6645.The geoid height was determined by GEOID03.
 DG6645
 DG6645.The dynamic height is computed by dividing the NAVD 88
 DG6645.geopotential number by the normal gravity value computed on the
 DG6645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6645.degrees latitude (g = 980.6199 gals.).
 DG6645
 DG6645.The modeled gravity was interpolated from observed gravity values.
 DG6645
 DG6645;                    North         East    Units  Estimated Accuracy
 DG6645;SPC FL N     -   141,720.      831,900.      MT  (+/- 180 meters Scaled)
 DG6645
 DG6645                          SUPERSEDED SURVEY CONTROL
 DG6645
 DG6645.No superseded survey control is available for this station.
 DG6645
 DG6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP951476(NAD 83)
 DG6645_MARKER: DD = SURVEY DISK
 DG6645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6645_STAMPING: A 571 2002
 DG6645_MARK LOGO: FLDEP 
 DG6645_PROJECTION: RECESSED 10 CENTIMETERS
 DG6645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6645+STABILITY: SURFACE MOTION
 DG6645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6645+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2002
 DG6645
 DG6645  HISTORY     - Date     Condition        Report By
 DG6645  HISTORY     - 20020822 MONUMENTED       FLDEP
 DG6645
 DG6645                          STATION DESCRIPTION
 DG6645
 DG6645'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG6645'THE MARK IS ABOUT 2.7 MI SOUTHEAST OF MACCLENNY, IN SECTION 10,
 DG6645'TOWNSHIP 3 SOUTH, RANGE  22 EAST.
 DG6645' 
 DG6645'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 10 AND COUNTY ROAD
 DG6645'228, 1.7 MI  SOUTHEAST OF MACCLENNY, GO SOUTHEAST ON COUNTY ROAD 228
 DG6645'FOR 0.95 MI TO THE JUNCTION OF  A GATED DIRT ROAD ON THE LEFT AND THE
 DG6645'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND  CONCRETE MONUMENT
 DG6645'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT  BELOW
 DG6645'THE LEVEL OF COUNTY ROAD 228.
 DG6645' 
 DG6645'LOCATED 127.5 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF A GATED
 DG6645'DIRT ROAD LEADING  WEST, 45.8 FT SOUTHWEST OF THE APPROXIMATE
 DG6645'CENTERLINE OF COUNTY ROAD 228, 43.1 FT  NORTHWEST OF A POWER POLE AND
 DG6645'1.3 FT NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DG6645' 
 DG6645'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6682 ***********************************************************************
 DG6682  DESIGNATION -  A 572
 DG6682  PID         -  DG6682
 DG6682  STATE/COUNTY-  FL/DUVAL
 DG6682  USGS QUAD   -  JACKSONVILLE (1994)
 DG6682
 DG6682                         *CURRENT SURVEY CONTROL
 DG6682  ___________________________________________________________________
 DG6682* NAD 83(1986)-  30 16 55.     (N)    081 44 22.     (W)     SCALED    
 DG6682* NAVD 88     -         3.286  (meters)      10.78   (feet)  ADJUSTED  
 DG6682  ___________________________________________________________________
 DG6682  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DG6682  DYNAMIC HT  -           3.282 (meters)      10.77  (feet)  COMP
 DG6682  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 DG6682
 DG6682  VERT ORDER  -  SECOND    CLASS I
 DG6682
 DG6682.The horizontal coordinates were scaled from a topographic map and have
 DG6682.an estimated accuracy of +/- 6 seconds.
 DG6682
 DG6682.The orthometric height was determined by differential leveling
 DG6682.and adjusted by the National Geodetic Survey in June 2005..
 DG6682.No vertical observational check was made to the station.
 DG6682
 DG6682.The geoid height was determined by GEOID03.
 DG6682
 DG6682.The dynamic height is computed by dividing the NAVD 88
 DG6682.geopotential number by the normal gravity value computed on the
 DG6682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6682.degrees latitude (g = 980.6199 gals.).
 DG6682
 DG6682.The modeled gravity was interpolated from observed gravity values.
 DG6682
 DG6682;                    North         East    Units  Estimated Accuracy
 DG6682;SPC FL E     -   659,350.      128,860.      MT  (+/- 180 meters Scaled)
 DG6682
 DG6682                          SUPERSEDED SURVEY CONTROL
 DG6682
 DG6682.No superseded survey control is available for this station.
 DG6682
 DG6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP288502(NAD 83)
 DG6682_MARKER: DD = SURVEY DISK
 DG6682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG6682_SP_SET: WALKWAY
 DG6682_STAMPING: A 572 2002
 DG6682_MARK LOGO: FLDEP 
 DG6682_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6682+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 DG6682
 DG6682  HISTORY     - Date     Condition        Report By
 DG6682  HISTORY     - 20020820 MONUMENTED       FLDEP
 DG6682
 DG6682                          STATION DESCRIPTION
 DG6682
 DG6682'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG6682'THE MARK IS ON THE SOUTHEAST SIDE OF THE STATE ROAD 128 CEDAR CREEK
 DG6682'BRIDGE, ON THE  WEST SIDE OF JACKSONVILLE, IN SECTION 31, TOWNSHIP 2
 DG6682'SOUTH, RANGE 26 EAST.
 DG6682' 
 DG6682'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 10 AND STATE ROAD
 DG6682'103 (LANE AVENUE)  ON THE WEST SIDE OF JACKSONVILLE, GO SOUTH ON STATE
 DG6682'ROAD 103 (LANE AVENUE) FOR 2.35 MI TO  THE JUNCTION OF STATE ROAD 128
 DG6682'EAST (SAN JUAN AVENUE) ON THE LEFT, TURN LEFT ON STATE  ROAD 128 (SAN
 DG6682'JUAN AVENUE) AND GO EAST FOR 0.9 MI TO THE EAST BANK OF THE CEDAR
 DG6682'CREEK  BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A
 DG6682'CONCRETE WALKWAY LEVEL  WITH STATE ROAD 103.
 DG6682' 
 DG6682'LOCATED 104.2 FT WEST OF A WOODEN POWER POLE NUMBER 5432 WITH 1 STREET
 DG6682'LIGHT  ATTACHED, 31.6 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DG6682'ROAD 128, 6.8 FT  WEST-NORTHWEST OF A CHAIN LINK FENCE POST AND 0.6 FT
 DG6682'NORTH OF A METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4579 ***********************************************************************
 DG4579  DESIGNATION -  A 573
 DG4579  PID         -  DG4579
 DG4579  STATE/COUNTY-  FL/ALACHUA
 DG4579  USGS QUAD   -  ORANGE HEIGHTS (1993)
 DG4579
 DG4579                         *CURRENT SURVEY CONTROL
 DG4579  ___________________________________________________________________
 DG4579* NAD 83(1986)-  29 37 40.     (N)    082 11 46.     (W)     SCALED    
 DG4579* NAVD 88     -        26.210  (meters)      85.99   (feet)  ADJUSTED  
 DG4579  ___________________________________________________________________
 DG4579  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DG4579  DYNAMIC HT  -          26.175 (meters)      85.88  (feet)  COMP
 DG4579  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 DG4579
 DG4579  VERT ORDER  -  SECOND    CLASS I
 DG4579
 DG4579.The horizontal coordinates were scaled from a topographic map and have
 DG4579.an estimated accuracy of +/- 6 seconds.
 DG4579
 DG4579.The orthometric height was determined by differential leveling
 DG4579.and adjusted by the National Geodetic Survey in May 2004..
 DG4579
 DG4579.The geoid height was determined by GEOID03.
 DG4579
 DG4579.The dynamic height is computed by dividing the NAVD 88
 DG4579.geopotential number by the normal gravity value computed on the
 DG4579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4579.degrees latitude (g = 980.6199 gals.).
 DG4579
 DG4579.The modeled gravity was interpolated from observed gravity values.
 DG4579
 DG4579;                    North         East    Units  Estimated Accuracy
 DG4579;SPC FL N     -    71,840.      823,100.      MT  (+/- 180 meters Scaled)
 DG4579
 DG4579                          SUPERSEDED SURVEY CONTROL
 DG4579
 DG4579.No superseded survey control is available for this station.
 DG4579
 DG4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN842781(NAD 83)
 DG4579_MARKER: DD = SURVEY DISK
 DG4579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4579_STAMPING: A 573 2002
 DG4579_MARK LOGO: FLDEP 
 DG4579_PROJECTION: FLUSH
 DG4579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4579+STABILITY: SURFACE MOTION
 DG4579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4579+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 DG4579
 DG4579  HISTORY     - Date     Condition        Report By
 DG4579  HISTORY     - 20021017 MONUMENTED       FLDEP
 DG4579
 DG4579                          STATION DESCRIPTION
 DG4579
 DG4579'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4579'THE MARK IS ABOUT 2.6 MI NORTHEAST OF ROCHELLE, IN SECTION 15,
 DG4579'TOWNSHIP 10 SOUTH, RANGE
 DG4579'21 EAST.
 DG4579' 
 DG4579'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 20 AND COUNTY
 DG4579'ROAD 234, ABOUT
 DG4579'0.7 MI NORTH OF ROCHELLE, GO NORTH ON COUNTY ROAD 234 FOR 1.9 MI TO
 DG4579'THE MARK ON THE LEFT,
 DG4579'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DG4579'LEVEL WITH
 DG4579'COUNTY ROAD 234.
 DG4579' 
 DG4579'LOCATED 87.6 FT WEST OF A WOODEN POWER POLE, 29.6 FT NORTHWEST OF THE
 DG4579'APPROXIMATE
 DG4579'CENTERLINE OF COUNTY ROAD 234, 19.7 FT NORTHWEST OF THE EDGE OF THE
 DG4579'PAVEMENT OF
 DG4579'COUNTY ROAD 234 AND 1.5 FT EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DG4579'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG4579'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4609 ***********************************************************************
 DG4609  DESIGNATION -  A 574
 DG4609  PID         -  DG4609
 DG4609  STATE/COUNTY-  FL/ALACHUA
 DG4609  USGS QUAD   -  GAINESVILLE EAST (1988)
 DG4609
 DG4609                         *CURRENT SURVEY CONTROL
 DG4609  ___________________________________________________________________
 DG4609* NAD 83(1986)-  29 38 07.     (N)    082 19 00.     (W)     SCALED    
 DG4609* NAVD 88     -        39.048  (meters)     128.11   (feet)  ADJUSTED  
 DG4609  ___________________________________________________________________
 DG4609  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DG4609  DYNAMIC HT  -          38.994 (meters)     127.93  (feet)  COMP
 DG4609  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 DG4609
 DG4609  VERT ORDER  -  SECOND    CLASS I
 DG4609
 DG4609.The horizontal coordinates were scaled from a topographic map and have
 DG4609.an estimated accuracy of +/- 6 seconds.
 DG4609
 DG4609.The orthometric height was determined by differential leveling
 DG4609.and adjusted by the National Geodetic Survey in May 2004..
 DG4609.No vertical observational check was made to the station.
 DG4609
 DG4609.The geoid height was determined by GEOID03.
 DG4609
 DG4609.The dynamic height is computed by dividing the NAVD 88
 DG4609.geopotential number by the normal gravity value computed on the
 DG4609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4609.degrees latitude (g = 980.6199 gals.).
 DG4609
 DG4609.The modeled gravity was interpolated from observed gravity values.
 DG4609
 DG4609;                    North         East    Units  Estimated Accuracy
 DG4609;SPC FL N     -    72,440.      811,410.      MT  (+/- 180 meters Scaled)
 DG4609
 DG4609                          SUPERSEDED SURVEY CONTROL
 DG4609
 DG4609.No superseded survey control is available for this station.
 DG4609
 DG4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN725790(NAD 83)
 DG4609_MARKER: DD = SURVEY DISK
 DG4609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4609_STAMPING: A 574 2002
 DG4609_MARK LOGO: FLDEP 
 DG4609_PROJECTION: RECESSED 5 CENTIMETERS
 DG4609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4609+STABILITY: SURFACE MOTION
 DG4609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4609+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 DG4609
 DG4609  HISTORY     - Date     Condition        Report By
 DG4609  HISTORY     - 20021030 MONUMENTED       FLDEP
 DG4609
 DG4609                          STATION DESCRIPTION
 DG4609
 DG4609'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4609'THE MARK IS ON THE SOUTHEAST SIDE OF GAINESVILLE, IN SECTION 9,
 DG4609'TOWNSHIP 10 SOUTH, RANGE
 DG4609'20 EAST.
 DG4609' 
 DG4609'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 DG4609'ROAD 331 ON THE
 DG4609'SOUTH SIDE OF GAINESVILLE, GO NORTHEAST ON STATE ROAD 331 FOR 2.1 MI
 DG4609'TO THE INTERSECTION
 DG4609'OF SOUTHEAST 4TH STREET AND THE MARK ON THE RIGHT.  THE MARK CAN ALSO
 DG4609'BE REACHED FROM
 DG4609'THE INTERSECTION OF STATE ROAD 26 AND STATE ROAD 331 ON THE EAST SIDE
 DG4609'OF GAINESVILLE, GO
 DG4609'SOUTH ON STATE ROAD 331 FOR 1.25 MI TO THE INTERSECTION OF SOUTHEAST
 DG4609'4TH STREET AND THE
 DG4609'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 DG4609'0.2 FT BELOW
 DG4609'THE LEVEL OF THE GROUND AND ABOUT 0.5 FT ABOVE THE LEVEL OF STATE ROAD
 DG4609'331.
 DG4609' 
 DG4609'LOCATED 48.7 FT EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DG4609'SOUTHEAST 4TH STREET,
 DG4609'41.9 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHEAST BOUND
 DG4609'LANES OF STATE
 DG4609'ROAD 331, 10.0 FT EAST OF A CONCRETE POWER POLE NUMBERED CG18971 WITH
 DG4609'ONE STREET LIGHT
 DG4609'AND TRAFFIC LIGHT CABLES ATTACHED AND 1.4 FT NORTH-NORTHWEST OF A
 DG4609'CARSONITE WITNESS
 DG4609'POST.
 DG4609' 
 DG4609'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DG4609'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4620 ***********************************************************************
 DG4620  DESIGNATION -  A 575
 DG4620  PID         -  DG4620
 DG4620  STATE/COUNTY-  FL/ALACHUA
 DG4620  USGS QUAD   -  ROCHELLE (1993)
 DG4620
 DG4620                         *CURRENT SURVEY CONTROL
 DG4620  ___________________________________________________________________
 DG4620* NAD 83(1986)-  29 36 25.     (N)    082 13 38.     (W)     SCALED    
 DG4620* NAVD 88     -        23.112  (meters)      75.83   (feet)  ADJUSTED  
 DG4620  ___________________________________________________________________
 DG4620  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DG4620  DYNAMIC HT  -          23.081 (meters)      75.72  (feet)  COMP
 DG4620  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 DG4620
 DG4620  VERT ORDER  -  SECOND    CLASS I
 DG4620
 DG4620.The horizontal coordinates were scaled from a topographic map and have
 DG4620.an estimated accuracy of +/- 6 seconds.
 DG4620
 DG4620.The orthometric height was determined by differential leveling
 DG4620.and adjusted by the National Geodetic Survey in May 2004..
 DG4620
 DG4620.The geoid height was determined by GEOID03.
 DG4620
 DG4620.The dynamic height is computed by dividing the NAVD 88
 DG4620.geopotential number by the normal gravity value computed on the
 DG4620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4620.degrees latitude (g = 980.6199 gals.).
 DG4620
 DG4620.The modeled gravity was interpolated from observed gravity values.
 DG4620
 DG4620;                    North         East    Units  Estimated Accuracy
 DG4620;SPC FL N     -    69,470.      820,140.      MT  (+/- 180 meters Scaled)
 DG4620
 DG4620                          SUPERSEDED SURVEY CONTROL
 DG4620
 DG4620.No superseded survey control is available for this station.
 DG4620
 DG4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN811758(NAD 83)
 DG4620_MARKER: DD = SURVEY DISK
 DG4620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4620_STAMPING: A 575 2002
 DG4620_MARK LOGO: FLDEP 
 DG4620_PROJECTION: FLUSH
 DG4620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4620+STABILITY: SURFACE MOTION
 DG4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4620+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 DG4620
 DG4620  HISTORY     - Date     Condition        Report By
 DG4620  HISTORY     - 20021101 MONUMENTED       FLDEP
 DG4620
 DG4620                          STATION DESCRIPTION
 DG4620
 DG4620'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4620'THE MARK IS ABOUT 0.8 MI NORTH OF ROCHELLE, IN SECTION 20, TOWNSHIP 10
 DG4620'SOUTH, RANGE 21
 DG4620'EAST.
 DG4620' 
 DG4620'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 20 AND COUNTY
 DG4620'ROAD 234 ABOUT 0.7
 DG4620'MI NORTH OF ROCHELLE, GO WEST-NORTHWEST ON STATE ROAD 20 FOR 0.85 MI
 DG4620'TO THE MARK ON
 DG4620'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DG4620'GROUND AND
 DG4620'ABOUT 2.0 FT BELOW THE LEVEL OF STATE ROAD 20.
 DG4620' 
 DG4620'LOCATED 65.4 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DG4620'WESTBOUND
 DG4620'LANES OF STATE ROAD 20, 32.0 FT WEST-NORTHWEST OF THE EXTENDED
 DG4620'APPROXIMATE CENTERLINE
 DG4620'OF A PAVED TURN AROUND CONNECTING THE EAST AND WESTBOUND LANES OF
 DG4620'STATE ROAD 20 AND
 DG4620'1.6 FT SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DG4620' 
 DG4620'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG4620'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6242 ***********************************************************************
 DG6242  DESIGNATION -  A 576
 DG6242  PID         -  DG6242
 DG6242  STATE/COUNTY-  FL/OSCEOLA
 DG6242  USGS QUAD   -  ASHTON (1981)
 DG6242
 DG6242                         *CURRENT SURVEY CONTROL
 DG6242  ___________________________________________________________________
 DG6242* NAD 83(1986)-  28 10 40.     (N)    081 12 26.     (W)     SCALED    
 DG6242* NAVD 88     -        20.817  (meters)      68.30   (feet)  ADJUSTED  
 DG6242  ___________________________________________________________________
 DG6242  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DG6242  DYNAMIC HT  -          20.786 (meters)      68.20  (feet)  COMP
 DG6242  MODELED GRAV-     979,155.2   (mgal)                       NAVD 88
 DG6242
 DG6242  VERT ORDER  -  SECOND    CLASS I
 DG6242
 DG6242.The horizontal coordinates were scaled from a topographic map and have
 DG6242.an estimated accuracy of +/- 6 seconds.
 DG6242
 DG6242.The orthometric height was determined by differential leveling
 DG6242.and adjusted by the National Geodetic Survey in September 2004..
 DG6242
 DG6242.The geoid height was determined by GEOID03.
 DG6242
 DG6242.The dynamic height is computed by dividing the NAVD 88
 DG6242.geopotential number by the normal gravity value computed on the
 DG6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6242.degrees latitude (g = 980.6199 gals.).
 DG6242
 DG6242.The modeled gravity was interpolated from observed gravity values.
 DG6242
 DG6242;                    North         East    Units  Estimated Accuracy
 DG6242;SPC FL E     -   425,930.      179,650.      MT  (+/- 180 meters Scaled)
 DG6242
 DG6242                          SUPERSEDED SURVEY CONTROL
 DG6242
 DG6242.No superseded survey control is available for this station.
 DG6242
 DG6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM796169(NAD 83)
 DG6242_MARKER: F = FLANGE-ENCASED ROD
 DG6242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG6242_STAMPING: A 576 2003
 DG6242_MARK LOGO: FLDEP 
 DG6242_PROJECTION: FLUSH
 DG6242_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6242+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 DG6242_ROD/PIPE-DEPTH: 24.4 meters
 DG6242
 DG6242  HISTORY     - Date     Condition        Report By
 DG6242  HISTORY     - 20030207 MONUMENTED       FLDEP
 DG6242
 DG6242                          STATION DESCRIPTION
 DG6242
 DG6242'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6242'THE MARK IS ABOUT 7.9 MI SOUTHEAST OF ST. CLOUD, 7.9 MI NORTHWEST OF
 DG6242'HOLOPAW, IN SECTION  34, TOWNSHIP 26 SOUTH, RANGE 31 EAST.
 DG6242' 
 DG6242'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (HOLOPAW ROAD)
 DG6242'AND U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, STATE ROAD 15, COUNTY
 DG6242'ROAD 500) IN HOLOPAW, GO WEST  ON U.S. HIGHWAY 192, 441 (EAST BRONSON
 DG6242'HIGHWAY, STATE ROAD 15, COUNTY ROAD 500) FOR 6.55  MI TO THE JUNCTION
 DG6242'OF HICKORY TREE ROAD (COUNTY ROAD 534), TURN LEFT ON HICKORY TREE
 DG6242'ROAD (COUNTY ROAD 534) AND GO WEST FOR 3.45 MI TO THE MARK ON THE
 DG6242'RIGHT, A STAINLESS  STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT
 DG6242'WITH A NGS LOGO FLUSH WITH THE GROUND  AND ABOUT 1.0 FT BELOW THE
 DG6242'LEVEL OF HICKORY TREE ROAD, THE DATUM POINT IS RECESSED 0.2 FT  BELOW
 DG6242'THE LEVEL OF THE NGS LOGO CAP.
 DG6242' 
 DG6242'LOCATED 150.0 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE CANAL,
 DG6242'80.3 FT  SOUTHWEST OF THE SOUTHWEST END OF BRIDGE NUMBER 924051, 25.5
 DG6242'FT NORTHWEST OF THE  CENTERLINE OF HICKORY TREE ROAD, 5.5 FT SOUTHEAST
 DG6242'OF A BARBWIRE FENCE, 5.4 FT NORTHEAST  OF POWER POLE NUMBER 13691 AND
 DG6242'5.0 FT SOUTHEAST OF A CARSONITE WITNESS POST.   NOTE ACCESS TO THE
 DG6242'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG6242' 
 DG6242'NOTE A BAR MAGNET WAS PLACED INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6176 ***********************************************************************
 DG6176  DESIGNATION -  A 577
 DG6176  PID         -  DG6176
 DG6176  STATE/COUNTY-  FL/ORANGE
 DG6176  USGS QUAD   -  NARCOOSSEE NW (1980)
 DG6176
 DG6176                         *CURRENT SURVEY CONTROL
 DG6176  ___________________________________________________________________
 DG6176* NAD 83(1986)-  28 23 22.     (N)    081 11 47.     (W)     SCALED    
 DG6176* NAVD 88     -        19.744  (meters)      64.78   (feet)  ADJUSTED  
 DG6176  ___________________________________________________________________
 DG6176  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DG6176  DYNAMIC HT  -          19.715 (meters)      64.68  (feet)  COMP
 DG6176  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 DG6176
 DG6176  VERT ORDER  -  SECOND    CLASS I
 DG6176
 DG6176.The horizontal coordinates were scaled from a topographic map and have
 DG6176.an estimated accuracy of +/- 6 seconds.
 DG6176
 DG6176.The orthometric height was determined by differential leveling
 DG6176.and adjusted by the National Geodetic Survey in September 2004..
 DG6176.No vertical observational check was made to the station.
 DG6176
 DG6176.The geoid height was determined by GEOID03.
 DG6176
 DG6176.The dynamic height is computed by dividing the NAVD 88
 DG6176.geopotential number by the normal gravity value computed on the
 DG6176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6176.degrees latitude (g = 980.6199 gals.).
 DG6176
 DG6176.The modeled gravity was interpolated from observed gravity values.
 DG6176
 DG6176;                    North         East    Units  Estimated Accuracy
 DG6176;SPC FL E     -   449,380.      180,750.      MT  (+/- 180 meters Scaled)
 DG6176
 DG6176                          SUPERSEDED SURVEY CONTROL
 DG6176
 DG6176.No superseded survey control is available for this station.
 DG6176
 DG6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM807403(NAD 83)
 DG6176_MARKER: DD = SURVEY DISK
 DG6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6176_STAMPING: A 577 2003
 DG6176_MARK LOGO: FLDEP 
 DG6176_PROJECTION: FLUSH
 DG6176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6176+STABILITY: SURFACE MOTION
 DG6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6176+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 DG6176
 DG6176  HISTORY     - Date     Condition        Report By
 DG6176  HISTORY     - 20030204 MONUMENTED       FLDEP
 DG6176
 DG6176                          STATION DESCRIPTION
 DG6176
 DG6176'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6176'THE MARK IS ABOUT 18.2 MI SOUTHEAST OF ORLANDO, 8.7 MI NORTH OF
 DG6176'ASHTON, 6.8 MI NORTH OF  NARCOOSSEE, IN SECTION 22, TOWNSHIP 24 SOUTH,
 DG6176'RANGE 31 EAST.
 DG6176' 
 DG6176'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 551 (NEW GOLDENROD
 DG6176'ROAD) AND STATE  ROAD 15 (HOFFNER AVENUE, NARCOOSSEE ROAD) ON THE
 DG6176'SOUTHEAST SIDE OF ORLANDO, GO  SOUTHEAST ON STATE ROAD 15 (HOFFNER
 DG6176'AVENUE, NARCOOSSEE ROAD) FOR 2.35 MI TO THE  OVERPASS OF STATE ROAD
 DG6176'528 (BEELINE EXPRESSWAY), CONTINUE SOUTHEAST ON STATE ROAD 15
 DG6176'(NARCOOSSEE ROAD) FOR 2.95 MI TO THE JUNCTION OF MOSS PARK ROAD ON THE
 DG6176'LEFT, TURN LEFT  ON MOSS PARK ROAD AND GO EAST AND SOUTHEAST FOR 3.8
 DG6176'MI TO THE MARK ON THE LEFT, SET IN  THE TOP OF A ROUND CONCRETE
 DG6176'MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH  MOSS PARK ROAD.
 DG6176' 
 DG6176'LOCATED 64.7 FT SOUTHEAST OF A FIRE HYDRANT, 45.5 FT NORTHEAST OF THE
 DG6176'CENTERLINE OF MOSS  PARK ROAD, 1.5 FT SOUTHWEST OF A BARBWIRE FENCE
 DG6176'AND 1.0 FT SOUTHWEST OF A CARSONITE  WITNESS POST.
 DG6176' 
 DG6176'NOTE A BAR MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG6176'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6875 ***********************************************************************
 DG6875  DESIGNATION -  A 578
 DG6875  PID         -  DG6875
 DG6875  STATE/COUNTY-  FL/PALM BEACH
 DG6875  USGS QUAD   -  EAST OF LITTLE CYPRESS SWAMP (1974)
 DG6875
 DG6875                         *CURRENT SURVEY CONTROL
 DG6875  ___________________________________________________________________
 DG6875* NAD 83(1986)-  26 28 36.     (N)    080 49 17.     (W)     SCALED    
 DG6875* NAVD 88     -         3.840  (meters)      12.60   (feet)  ADJUSTED  
 DG6875  ___________________________________________________________________
 DG6875  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 DG6875  DYNAMIC HT  -           3.834 (meters)      12.58  (feet)  COMP
 DG6875  MODELED GRAV-     979,075.0   (mgal)                       NAVD 88
 DG6875
 DG6875  VERT ORDER  -  FIRST     CLASS II
 DG6875
 DG6875.The horizontal coordinates were scaled from a topographic map and have
 DG6875.an estimated accuracy of +/- 6 seconds.
 DG6875
 DG6875.The orthometric height was determined by differential leveling
 DG6875.and adjusted by the National Geodetic Survey in December 2004..
 DG6875
 DG6875.The geoid height was determined by GEOID03.
 DG6875
 DG6875.The dynamic height is computed by dividing the NAVD 88
 DG6875.geopotential number by the normal gravity value computed on the
 DG6875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6875.degrees latitude (g = 980.6199 gals.).
 DG6875
 DG6875.The modeled gravity was interpolated from observed gravity values.
 DG6875
 DG6875;                    North         East    Units  Estimated Accuracy
 DG6875;SPC FL E     -   237,440.      217,810.      MT  (+/- 180 meters Scaled)
 DG6875
 DG6875                          SUPERSEDED SURVEY CONTROL
 DG6875
 DG6875.No superseded survey control is available for this station.
 DG6875
 DG6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK178284(NAD 83)
 DG6875_MARKER: F = FLANGE-ENCASED ROD
 DG6875_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG6875+WITH SETTING: INFORMATION.
 DG6875_STAMPING: A 578 2003
 DG6875_MARK LOGO: NGS   
 DG6875_PROJECTION: FLUSH
 DG6875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6875+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2003
 DG6875_ROD/PIPE-DEPTH:  2.4 meters
 DG6875
 DG6875  HISTORY     - Date     Condition        Report By
 DG6875  HISTORY     - 20030220 MONUMENTED       FLDEP
 DG6875
 DG6875                          STATION DESCRIPTION
 DG6875
 DG6875'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6875'THE MARK IS ABOUT 20.2 MI SOUTH-SOUTHEAST OF CLEWISTON, 16.5 MI
 DG6875'SOUTH-SOUTHWEST OF  BELLE GLADE, IN SECTION 22, TOWNSHIP 46 SOUTH,
 DG6875'RANGE 35 EAST.
 DG6875' 
 DG6875'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 SOUTHBOUND
 DG6875'LANES AND MIAMI  CANAL ROAD IN LAKE HARBOR (ABOUT 6.5 MI WESTERLY OF
 DG6875'SOUTHBAY), GO SOUTHERLY ON MIAMI  CANAL ROAD FOR 0.15 MI TO THE
 DG6875'INTERSECTION OF CORKSCREW BOULEVARD, CONTINUE  SOUTHERLY ON THE MIAMI
 DG6875'CANAL ROAD FOR 0.65 MI TO THE END OF THE PAVEMENT, CONTINUE  SOUTHERLY
 DG6875'(ON THE WEST SIDE OF MIAMI CANAL) FOR 8.55 MI TO THE INTERSECTION OF A
 DG6875'PAVED  ROAD (AT A BRIDGE SPANNING THE MIAMI CANAL), CONTINUE SOUTHERLY
 DG6875'ON THE WEST SIDE OF THE  MIAMI CANAL FOR 6.15 MI TO A CANAL LEADING
 DG6875'WEST AND A 90 DEGREE BEND RIGHT, CONTINUE  WESTERLY ON THE LEVEE ROAD
 DG6875'FOR 0.05 MI TO A ONE LANE BRIDGE ON THE LEFT, TURN LEFT ON  THE BRIDGE
 DG6875'ROAD AND GO SOUTH FOR 0.05 MI, CROSSING OVER THE BRIDGE, TO THE SOUTH
 DG6875'END OF  BRIDGE AND A T-JUNCTION OF A LEVEE ROAD, TURN LEFT ON THE
 DG6875'LEVEL ROAD AND GO EAST FOR 0.1  MI TO THE MIAMI CANAL AND A 90 DEGREE
 DG6875'BEND RIGHT IN THE LEVEE ROAD AND THE MARK ON THE  LEFT, A STAINLESS
 DG6875'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 7.9 FT WITH A NGS LOGO CAP
 DG6875'FLUSH WITH THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL OF THE LEVEE
 DG6875'ROAD, THE DATUM  POINT IS RECESSED 0.7 FT BELOW THE LEVEL OF THE NGS
 DG6875'LOGO CAP.
 DG6875' 
 DG6875'LOCATED 90.0 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE
 DG6875'ROAD, 45.0 FT  SOUTH OF THE SOUTH BANK OF THE CANAL LEADING WEST, 19.4
 DG6875'FT SOUTH OF THE EAST END OF A  METAL GUARDRAIL, 16.0 FT WEST OF THE
 DG6875'WEST BANK OF THE MIAMI CANAL, 11.7 FT WEST OF A  SQUARE CONCRETE POLE
 DG6875'AND 5.6 FT SOUTH OF THE SOUTHWEST CORNER OF A SMALL BUILDING (S 8  Z).
 DG6875'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG6875' 
 DG6875'NOTE A BAR MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4081 ***********************************************************************
 AK4081  DESIGNATION -  A 58
 AK4081  PID         -  AK4081
 AK4081  STATE/COUNTY-  FL/LAKE
 AK4081  USGS QUAD   -  EUSTIS (1980)
 AK4081
 AK4081                         *CURRENT SURVEY CONTROL
 AK4081  ___________________________________________________________________
 AK4081* NAD 83(1986)-  28 48 06.     (N)    081 43 21.     (W)     SCALED    
 AK4081* NAVD 88     -        21.087  (meters)      69.18   (feet)  ADJUSTED  
 AK4081  ___________________________________________________________________
 AK4081  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AK4081  DYNAMIC HT  -          21.057 (meters)      69.08  (feet)  COMP
 AK4081  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 AK4081
 AK4081  VERT ORDER  -  SECOND    CLASS 0
 AK4081
 AK4081.The horizontal coordinates were scaled from a topographic map and have
 AK4081.an estimated accuracy of +/- 6 seconds.
 AK4081
 AK4081.The orthometric height was determined by differential leveling
 AK4081.and adjusted by the National Geodetic Survey in June 1991..
 AK4081
 AK4081.The geoid height was determined by GEOID03.
 AK4081
 AK4081.The dynamic height is computed by dividing the NAVD 88
 AK4081.geopotential number by the normal gravity value computed on the
 AK4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4081.degrees latitude (g = 980.6199 gals.).
 AK4081
 AK4081.The modeled gravity was interpolated from observed gravity values.
 AK4081
 AK4081;                    North         East    Units  Estimated Accuracy
 AK4081;SPC FL E     -   495,260.      129,470.      MT  (+/- 180 meters Scaled)
 AK4081
 AK4081                          SUPERSEDED SURVEY CONTROL
 AK4081
 AK4081  NGVD 29 (??/??/92)   21.367  (m)           70.10   (f) ADJ UNCH    2 0
 AK4081
 AK4081.Superseded values are not recommended for survey control.
 AK4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4081.See file dsdata.txt to determine how the superseded data were derived.
 AK4081
 AK4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM294862(NAD 83)
 AK4081_MARKER: DB = BENCH MARK DISK
 AK4081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK4081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK4081_STAMPING: A 58
 AK4081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK4081+STABILITY: SURFACE MOTION
 AK4081
 AK4081  HISTORY     - Date     Condition        Report By
 AK4081  HISTORY     - UNK      MONUMENTED       CGS
 AK4081  HISTORY     - 1960     MARK NOT FOUND   NGS
 AK4081  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK4081
 AK4081                          STATION DESCRIPTION
 AK4081
 AK4081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AK4081'AT TAVARES.
 AK4081'AT TAVARES, LAKE COUNTY, ABOUT 70 FEET SOUTHEAST OF THE SOUTHEAST
 AK4081'CORNER OF THE ATLANTIC COAST LINE RAILROAD STATION, ABOUT 85
 AK4081'YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 55, 28 FEET WEST
 AK4081'OF THE WEST RAIL OF THE SIDE TRACK, AND 16.5 FEET EAST OF THE EAST
 AK4081'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED A 58 1934 AND
 AK4081'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 AK4081'GROUND.
 AK4081
 AK4081                          STATION RECOVERY (1997)
 AK4081
 AK4081'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9585 ***********************************************************************
 DG9585  DESIGNATION -  A 581
 DG9585  PID         -  DG9585
 DG9585  STATE/COUNTY-  FL/MARION
 DG9585  USGS QUAD   -  OCALA EAST (1991)
 DG9585
 DG9585                         *CURRENT SURVEY CONTROL
 DG9585  ___________________________________________________________________
 DG9585* NAD 83(1986)-  29 09 34.     (N)    082 07 17.     (W)     SCALED    
 DG9585* NAVD 88     -        29.354  (meters)      96.31   (feet)  ADJUSTED  
 DG9585  ___________________________________________________________________
 DG9585  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DG9585  DYNAMIC HT  -          29.313 (meters)      96.17  (feet)  COMP
 DG9585  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 DG9585
 DG9585  VERT ORDER  -  FIRST     CLASS II
 DG9585
 DG9585.The horizontal coordinates were scaled from a topographic map and have
 DG9585.an estimated accuracy of +/- 6 seconds.
 DG9585
 DG9585.The orthometric height was determined by differential leveling
 DG9585.and adjusted by the National Geodetic Survey in May 2005..
 DG9585
 DG9585.Photographs are available for this station.
 DG9585
 DG9585.The geoid height was determined by GEOID03.
 DG9585
 DG9585.The dynamic height is computed by dividing the NAVD 88
 DG9585.geopotential number by the normal gravity value computed on the
 DG9585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9585.degrees latitude (g = 980.6199 gals.).
 DG9585
 DG9585.The modeled gravity was interpolated from observed gravity values.
 DG9585
 DG9585;                    North         East    Units  Estimated Accuracy
 DG9585;SPC FL W     -   534,710.      188,190.      MT  (+/- 180 meters Scaled)
 DG9585
 DG9585                          SUPERSEDED SURVEY CONTROL
 DG9585
 DG9585.No superseded survey control is available for this station.
 DG9585
 DG9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN909261(NAD 83)
 DG9585_MARKER: DD = SURVEY DISK
 DG9585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9585_STAMPING: A 581 2003
 DG9585_MARK LOGO: FLDEP 
 DG9585_PROJECTION: FLUSH
 DG9585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9585+STABILITY: SURFACE MOTION
 DG9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9585+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 DG9585
 DG9585  HISTORY     - Date     Condition        Report By
 DG9585  HISTORY     - 20030609 MONUMENTED       FLDEP
 DG9585
 DG9585                          STATION DESCRIPTION
 DG9585
 DG9585'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9585'THE MARK IS IN OCALA, NEAR THE JUNCTION OF COUNTY ROAD 464A (LAKE WEIR
 DG9585'ROAD) AND 29TH  STREET, IN SECTION 29, TOWNSHIP 15 SOUTH, RANGE 22
 DG9585'EAST.
 DG9585' 
 DG9585'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 200 (COLLEGE
 DG9585'ROAD) AND  INTERSTATE 75 OVERPASS IN OCALA, GO NORTHEAST ON STATE ROAD
 DG9585'200 (COLLEGE ROAD) FOR 2.2  MI TO THE JUNCTION OF STATE ROAD 464 (SW
 DG9585'17TH STREET) ON THE RIGHT, TURN RIGHT ON STATE  ROAD 464 (SW 17TH
 DG9585'STREET) AND GO SOUTHEAST THEN EAST FOR 1.2 MI TO THE INTERSECTION OF
 DG9585'U.S. HIGHWAY 27, 301, 441 (PINE AVENUE), CONTINUE EAST ON STATE ROAD
 DG9585'464 (SE 17TH STREET)  FOR 0.7 MI TO THE INTERSECTION OF COUNTY ROAD
 DG9585'464A (LAKE WEIR ROAD), TURN RIGHT ON  COUNTY ROAD 464A (LAKE WEIR
 DG9585'ROAD) AND GO SOUTHWEST FOR 0.95 MI TO THE JUNCTION OF 29TH  STREET ON
 DG9585'THE RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DG9585'MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.4 FT BELOW THE LEVEL OF
 DG9585'COUNTY ROAD 464A.
 DG9585' 
 DG9585'LOCATED 189.3 FT SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DG9585'ENTRANCE TO  SOUTH OCALA ELEMENTARY SCHOOL, 28.5 FT EAST OF THE
 DG9585'CENTERLINE OF COUNTY ROAD 464A, 9.1  FT WEST OF A CONCRETE SIDE WALK,
 DG9585'1.5 FT SOUTH-SOUTHEAST OF POWER POLE NUMBER SL4948  AND 1.2 FT
 DG9585'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DG9585' 
 DG9585'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9585'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9257 ***********************************************************************
 DG9257  DESIGNATION -  A 582
 DG9257  PID         -  DG9257
 DG9257  STATE/COUNTY-  FL/MARION
 DG9257  USGS QUAD   -  HALFMOON LAKE (1993)
 DG9257
 DG9257                         *CURRENT SURVEY CONTROL
 DG9257  ___________________________________________________________________
 DG9257* NAD 83(1986)-  29 13 33.     (N)    081 46 14.     (W)     SCALED    
 DG9257* NAVD 88     -        30.094  (meters)      98.73   (feet)  ADJUSTED  
 DG9257  ___________________________________________________________________
 DG9257  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG9257  DYNAMIC HT  -          30.052 (meters)      98.60  (feet)  COMP
 DG9257  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 DG9257
 DG9257  VERT ORDER  -  SECOND    CLASS I
 DG9257
 DG9257.The horizontal coordinates were scaled from a topographic map and have
 DG9257.an estimated accuracy of +/- 6 seconds.
 DG9257
 DG9257.The orthometric height was determined by differential leveling
 DG9257.and adjusted by the National Geodetic Survey in June 2005..
 DG9257
 DG9257.Photographs are available for this station.
 DG9257
 DG9257.The geoid height was determined by GEOID03.
 DG9257
 DG9257.The dynamic height is computed by dividing the NAVD 88
 DG9257.geopotential number by the normal gravity value computed on the
 DG9257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9257.degrees latitude (g = 980.6199 gals.).
 DG9257
 DG9257.The modeled gravity was interpolated from observed gravity values.
 DG9257
 DG9257;                    North         East    Units  Estimated Accuracy
 DG9257;SPC FL W     -   542,080.      222,310.      MT  (+/- 180 meters Scaled)
 DG9257
 DG9257                          SUPERSEDED SURVEY CONTROL
 DG9257
 DG9257.No superseded survey control is available for this station.
 DG9257
 DG9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN251332(NAD 83)
 DG9257_MARKER: DD = SURVEY DISK
 DG9257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9257_STAMPING: A 582 2003
 DG9257_MARK LOGO: FLDEP 
 DG9257_PROJECTION: FLUSH
 DG9257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9257+STABILITY: SURFACE MOTION
 DG9257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9257+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9257
 DG9257  HISTORY     - Date     Condition        Report By
 DG9257  HISTORY     - 20030624 MONUMENTED       FLDEP
 DG9257
 DG9257                          STATION DESCRIPTION
 DG9257
 DG9257'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9257'THE MARK IS ABOUT 12.5 MI NORTHWEST OF ASTOR, 8.5 MI SOUTH-SOUTHWEST
 DG9257'OF SALT SPRINGS, 8.5  MI NORTHEAST OF FOREST CORNERS, IN SECTION 35,
 DG9257'TOWNSHIP 14 SOUTH, RANGE 25 EAST.
 DG9257' 
 DG9257'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 AND COUNTY
 DG9257'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE HIGHWAY 40 FOR
 DG9257'7.55 MI TO THE JUNCTION OF FOREST  ROAD FR 88 (NORTHEAST 231 AVENUE,
 DG9257'NORTHEAST 230 AVENUE, NORTHEAST 203RD AVENUE) ON  THE LEFT, TURN LEFT
 DG9257'ON FOREST ROAD FR 88 (NORTHEAST 231 AVENUE, NORTHEAST 230 AVENUE,
 DG9257'NORTHEAST 203RD AVENUE) AND GO NORTH FOR 3.3 MI TO THE MARK ON THE
 DG9257'LEFT, SET IN THE TOP  OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DG9257'GROUND AND ABOUT 2.0 FT ABOVE THE LEVEL  OF FOREST ROAD FR 88.
 DG9257' 
 DG9257'LOCATED 53.3 FT SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DG9257'FOREST ROAD NUMBER  76, 50.2 FT WEST-SOUTHWEST OF FOREST ROAD FR 88
 DG9257'AND 1.3 FT NORTH OF A CARSONITE WITNESS  POST.
 DG9257' 
 DG9257'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9257'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7322 ***********************************************************************
 DG7322  DESIGNATION -  A 583
 DG7322  PID         -  DG7322
 DG7322  STATE/COUNTY-  FL/COLLIER
 DG7322  USGS QUAD   -  CORKSCREW SE (1973)
 DG7322
 DG7322                         *CURRENT SURVEY CONTROL
 DG7322  ___________________________________________________________________
 DG7322* NAD 83(1986)-  26 17 37.     (N)    081 32 40.     (W)     SCALED    
 DG7322* NAVD 88     -         4.591  (meters)      15.06   (feet)  ADJUSTED  
 DG7322  ___________________________________________________________________
 DG7322  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 DG7322  DYNAMIC HT  -           4.584 (meters)      15.04  (feet)  COMP
 DG7322  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 DG7322
 DG7322  VERT ORDER  -  SECOND    CLASS I
 DG7322
 DG7322.The horizontal coordinates were scaled from a topographic map and have
 DG7322.an estimated accuracy of +/- 6 seconds.
 DG7322
 DG7322.The orthometric height was determined by differential leveling
 DG7322.and adjusted by the National Geodetic Survey in March 2005..
 DG7322
 DG7322.The geoid height was determined by GEOID03.
 DG7322
 DG7322.The dynamic height is computed by dividing the NAVD 88
 DG7322.geopotential number by the normal gravity value computed on the
 DG7322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7322.degrees latitude (g = 980.6199 gals.).
 DG7322
 DG7322.The modeled gravity was interpolated from observed gravity values.
 DG7322
 DG7322;                    North         East    Units  Estimated Accuracy
 DG7322;SPC FL E     -   217,260.      145,630.      MT  (+/- 180 meters Scaled)
 DG7322
 DG7322                          SUPERSEDED SURVEY CONTROL
 DG7322
 DG7322.No superseded survey control is available for this station.
 DG7322
 DG7322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK456083(NAD 83)
 DG7322_MARKER: F = FLANGE-ENCASED ROD
 DG7322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7322_STAMPING: A 583 2003
 DG7322_MARK LOGO: NGS   
 DG7322_PROJECTION: FLUSH
 DG7322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7322+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 DG7322_ROD/PIPE-DEPTH:  6.9 meters
 DG7322
 DG7322  HISTORY     - Date     Condition        Report By
 DG7322  HISTORY     - 20030529 MONUMENTED       FLDEP
 DG7322
 DG7322                          STATION DESCRIPTION
 DG7322
 DG7322'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG7322'THE MARK IS ABOUT 18.0 MI NORTHEAST OF NAPLES, IN SECTION 17, TOWNSHIP
 DG7322'48 SOUTH, RANGE 28  EAST.
 DG7322' 
 DG7322'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 846 (IMMOKALEE
 DG7322'ROAD) AND COUNTY  ROAD 858 (OIL WELL ROAD) ABOUT 14.5 MI NORTHEAST OF
 DG7322'NAPLES, GO EAST ON COUNTY ROAD 858  FOR 3.15 MI TO THE INTERSECTION OF
 DG7322'EVERGLADES BOULEVARD AND THE MARK ON THE LEFT, A  STAINLESS STEEL ROD
 DG7322'DRIVEN TO REFUSAL AT A DEPTH OF 22.6 FT WITH AN NGS LOGO CAP FLUSH
 DG7322'WITH THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL OF COUNTY ROAD 858,
 DG7322'THE DATUM POINT IS  RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO
 DG7322'CAP.
 DG7322' 
 DG7322'LOCATED 245.0 FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES
 DG7322'BOULEVARD, 45.2 FT  NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DG7322'858 AND 1.1 FT SOUTH OF A CARSONITE  WITNESS POST.
 DG7322' 
 DG7322'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG7322' 
 DG7322'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7299 ***********************************************************************
 DG7299  DESIGNATION -  A 584
 DG7299  PID         -  DG7299
 DG7299  STATE/COUNTY-  FL/COLLIER
 DG7299  USGS QUAD   -  BELLE MEADE NE (1973)
 DG7299
 DG7299                         *CURRENT SURVEY CONTROL
 DG7299  ___________________________________________________________________
 DG7299* NAD 83(1986)-  26 11 13.     (N)    081 32 40.     (W)     SCALED    
 DG7299* NAVD 88     -         3.348  (meters)      10.98   (feet)  ADJUSTED  
 DG7299  ___________________________________________________________________
 DG7299  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 DG7299  DYNAMIC HT  -           3.342 (meters)      10.96  (feet)  COMP
 DG7299  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 DG7299
 DG7299  VERT ORDER  -  SECOND    CLASS I
 DG7299
 DG7299.The horizontal coordinates were scaled from a topographic map and have
 DG7299.an estimated accuracy of +/- 6 seconds.
 DG7299
 DG7299.The orthometric height was determined by differential leveling
 DG7299.and adjusted by the National Geodetic Survey in March 2005..
 DG7299
 DG7299.The geoid height was determined by GEOID03.
 DG7299
 DG7299.The dynamic height is computed by dividing the NAVD 88
 DG7299.geopotential number by the normal gravity value computed on the
 DG7299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7299.degrees latitude (g = 980.6199 gals.).
 DG7299
 DG7299.The modeled gravity was interpolated from observed gravity values.
 DG7299
 DG7299;                    North         East    Units  Estimated Accuracy
 DG7299;SPC FL E     -   205,440.      145,580.      MT  (+/- 180 meters Scaled)
 DG7299
 DG7299                          SUPERSEDED SURVEY CONTROL
 DG7299
 DG7299.No superseded survey control is available for this station.
 DG7299
 DG7299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ455965(NAD 83)
 DG7299_MARKER: DD = SURVEY DISK
 DG7299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7299_STAMPING: A 584 2003
 DG7299_MARK LOGO: FLDEP 
 DG7299_PROJECTION: RECESSED 5 CENTIMETERS
 DG7299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7299+STABILITY: SURFACE MOTION
 DG7299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7299+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 DG7299
 DG7299  HISTORY     - Date     Condition        Report By
 DG7299  HISTORY     - 20030612 MONUMENTED       FLDEP
 DG7299
 DG7299                          STATION DESCRIPTION
 DG7299
 DG7299'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG7299'THE MARK IS ABOUT 15.5 MI EAST OF NAPLES, ESTIMATED SECTION 19,
 DG7299'TOWNSHIP 49 SOUTH, RANGE  28 EAST.
 DG7299' 
 DG7299'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 951 (COLLIER
 DG7299'BOULEVARD) AND  COUNTY ROAD 876 (GOLDEN GATE BOULEVARD) ABOUT 8.0 MI
 DG7299'NORTHEAST OF NAPLES, GO EAST ON  GOLDEN GATE BOULEVARD FOR 5.0 MI TO
 DG7299'THE INTERSECTION OF WILSON BOULEVARD, CONTINUE  EAST ON GOLDEN GATE
 DG7299'BOULEVARD FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES  BOULEVARD,
 DG7299'TURN RIGHT ON EVERGLADES BOULEVARD AND GO SOUTH FOR 3.0 MI TO THE
 DG7299'INTERSECTION OF 24TH AVENUE SOUTHEAST AND THE MARK ON THE RIGHT, SET
 DG7299'IN THE TOP OF A  ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE
 DG7299'LEVEL OF THE GROUND AND ABOUT 1.0  FT BELOW THE LEVEL OF 24TH AVENUE
 DG7299'SOUTHEAST.
 DG7299' 
 DG7299'LOCATED 112.2 FT WEST OF THE APPROXIMATE CENTERLINE OF EVERGLADES
 DG7299'BOULEVARD, 24.7 FT  NORTH OF THE APPROXIMATE CENTERLINE OF 24TH AVENUE
 DG7299'SOUTHEAST AND 5.1 FT EAST OF A  CARSONITE WITNESS POST.
 DG7299' 
 DG7299'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8069 ***********************************************************************
 DG8069  DESIGNATION -  A 585
 DG8069  PID         -  DG8069
 DG8069  STATE/COUNTY-  FL/LEVY
 DG8069  USGS QUAD   -  BRONSON NE (1988)
 DG8069
 DG8069                         *CURRENT SURVEY CONTROL
 DG8069  ___________________________________________________________________
 DG8069* NAD 83(1986)-  29 24 55.     (N)    082 37 23.     (W)     SCALED    
 DG8069* NAVD 88     -        22.487  (meters)      73.78   (feet)  ADJUSTED  
 DG8069  ___________________________________________________________________
 DG8069  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DG8069  DYNAMIC HT  -          22.456 (meters)      73.67  (feet)  COMP
 DG8069  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 DG8069
 DG8069  VERT ORDER  -  FIRST     CLASS II
 DG8069
 DG8069.The horizontal coordinates were scaled from a topographic map and have
 DG8069.an estimated accuracy of +/- 6 seconds.
 DG8069
 DG8069.The orthometric height was determined by differential leveling
 DG8069.and adjusted by the National Geodetic Survey in May 2005..
 DG8069.No vertical observational check was made to the station.
 DG8069
 DG8069.Photographs are available for this station.
 DG8069
 DG8069.The geoid height was determined by GEOID03.
 DG8069
 DG8069.The dynamic height is computed by dividing the NAVD 88
 DG8069.geopotential number by the normal gravity value computed on the
 DG8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8069.degrees latitude (g = 980.6199 gals.).
 DG8069
 DG8069.The modeled gravity was interpolated from observed gravity values.
 DG8069
 DG8069;                    North         East    Units  Estimated Accuracy
 DG8069;SPC FL W     -   563,220.      139,540.      MT  (+/- 180 meters Scaled)
 DG8069
 DG8069                          SUPERSEDED SURVEY CONTROL
 DG8069
 DG8069.No superseded survey control is available for this station.
 DG8069
 DG8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN425550(NAD 83)
 DG8069_MARKER: DD = SURVEY DISK
 DG8069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8069_STAMPING: A 585 2003
 DG8069_MARK LOGO: FLDEP 
 DG8069_PROJECTION: RECESSED 5 CENTIMETERS
 DG8069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8069+STABILITY: SURFACE MOTION
 DG8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8069+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 DG8069
 DG8069  HISTORY     - Date     Condition        Report By
 DG8069  HISTORY     - 20030722 MONUMENTED       FLDEP
 DG8069
 DG8069                          STATION DESCRIPTION
 DG8069
 DG8069'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8069'THE MARK IS ABOUT 2.3 MI SOUTH-SOUTHEAST OF BRONSON, IN SECTION 29,
 DG8069'TOWNSHIP 12 SOUTH,  RANGE 17 EAST.
 DG8069' 
 DG8069'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27
 DG8069'AND COUNTY ROAD  337 IN BRONSON, GO SOUTH-SOUTHEAST ON COUNTY ROAD 337
 DG8069'FOR 2.15 MI TO THE MARK ON THE  RIGHT, SET IN THE TOP OF A ROUND
 DG8069'CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF  THE GROUND AND
 DG8069'ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 337.
 DG8069' 
 DG8069'LOCATED 121.3 FT NORTH-NORTHWEST WOODEN POWER POLE NUMBER 40, 49.8 FT
 DG8069'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 1.6
 DG8069'FT  EAST-NORTHEAST OF A BARB WIRE FENCE AND 1.1 FT EAST-NORTHEAST OF A
 DG8069'CARSONITE WITNESS  POST.
 DG8069' 
 DG8069'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9877 ***********************************************************************
 DG9877  DESIGNATION -  A 586
 DG9877  PID         -  DG9877
 DG9877  STATE/COUNTY-  FL/LEVY
 DG9877  USGS QUAD   -  BRONSON SE (1988)
 DG9877
 DG9877                         *CURRENT SURVEY CONTROL
 DG9877  ___________________________________________________________________
 DG9877* NAD 83(1986)-  29 21 09.     (N)    082 30 26.     (W)     SCALED    
 DG9877* NAVD 88     -        26.852  (meters)      88.10   (feet)  ADJUSTED  
 DG9877  ___________________________________________________________________
 DG9877  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DG9877  DYNAMIC HT  -          26.815 (meters)      87.98  (feet)  COMP
 DG9877  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 DG9877
 DG9877  VERT ORDER  -  SECOND    CLASS I
 DG9877
 DG9877.The horizontal coordinates were scaled from a topographic map and have
 DG9877.an estimated accuracy of +/- 6 seconds.
 DG9877
 DG9877.The orthometric height was determined by differential leveling
 DG9877.and adjusted by the National Geodetic Survey in May 2005..
 DG9877.No vertical observational check was made to the station.
 DG9877
 DG9877.Photographs are available for this station.
 DG9877
 DG9877.The geoid height was determined by GEOID03.
 DG9877
 DG9877.The dynamic height is computed by dividing the NAVD 88
 DG9877.geopotential number by the normal gravity value computed on the
 DG9877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9877.degrees latitude (g = 980.6199 gals.).
 DG9877
 DG9877.The modeled gravity was interpolated from observed gravity values.
 DG9877
 DG9877;                    North         East    Units  Estimated Accuracy
 DG9877;SPC FL W     -   556,210.      150,750.      MT  (+/- 180 meters Scaled)
 DG9877
 DG9877                          SUPERSEDED SURVEY CONTROL
 DG9877
 DG9877.No superseded survey control is available for this station.
 DG9877
 DG9877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN536479(NAD 83)
 DG9877_MARKER: DD = SURVEY DISK
 DG9877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9877_STAMPING: A 586 2003
 DG9877_MARK LOGO: FLDEP 
 DG9877_PROJECTION: RECESSED 5 CENTIMETERS
 DG9877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9877+STABILITY: SURFACE MOTION
 DG9877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9877+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 DG9877
 DG9877  HISTORY     - Date     Condition        Report By
 DG9877  HISTORY     - 20030725 MONUMENTED       FLDEP
 DG9877
 DG9877                          STATION DESCRIPTION
 DG9877
 DG9877'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9877'THE MARK IS ABOUT 4.2 MI SOUTHWEST OF WILLISTON, IN SECTION 16,
 DG9877'TOWNSHIP 13 SOUTH, RANGE  18 EAST.
 DG9877' 
 DG9877'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH,
 DG9877'STATE ROAD 121 SOUTH  AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE
 DG9877'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41  FOR 0.8 MI TO THE
 DG9877'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE
 DG9877'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 4.0 MI TO THE
 DG9877'JUNCTION OF NORTHEAST  15TH STREET ON THE RIGHT AND THE MARK ON THE
 DG9877'RIGHT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT RECESSED 0.2 FT
 DG9877'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH STATE ROAD 121.
 DG9877' 
 DG9877'LOCATED 122.8 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST
 DG9877'15TH STREET,  106.1 FT NORTHWEST OF POWER POLE NUMBER
 DG9877'41584-103819-092446, 48.7 FT NORTHWEST OF THE  APPROXIMATE CENTERLINE
 DG9877'OF STATE ROAD 121 AND 1.7 FT SOUTHEAST OF A CARSONITE WITNESS  POST.
 DG9877' 
 DG9877'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8040 ***********************************************************************
 DG8040  DESIGNATION -  A 587
 DG8040  PID         -  DG8040
 DG8040  STATE/COUNTY-  FL/ALACHUA
 DG8040  USGS QUAD   -  ARCHER (1993)
 DG8040
 DG8040                         *CURRENT SURVEY CONTROL
 DG8040  ___________________________________________________________________
 DG8040* NAD 83(1986)-  29 31 23.     (N)    082 31 09.     (W)     SCALED    
 DG8040* NAVD 88     -        26.170  (meters)      85.86   (feet)  ADJUSTED  
 DG8040  ___________________________________________________________________
 DG8040  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DG8040  DYNAMIC HT  -          26.134 (meters)      85.74  (feet)  COMP
 DG8040  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 DG8040
 DG8040  VERT ORDER  -  FIRST     CLASS II
 DG8040
 DG8040.The horizontal coordinates were scaled from a topographic map and have
 DG8040.an estimated accuracy of +/- 6 seconds.
 DG8040
 DG8040.The orthometric height was determined by differential leveling
 DG8040.and adjusted by the National Geodetic Survey in May 2005..
 DG8040
 DG8040.Photographs are available for this station.
 DG8040
 DG8040.The geoid height was determined by GEOID03.
 DG8040
 DG8040.The dynamic height is computed by dividing the NAVD 88
 DG8040.geopotential number by the normal gravity value computed on the
 DG8040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8040.degrees latitude (g = 980.6199 gals.).
 DG8040
 DG8040.The modeled gravity was interpolated from observed gravity values.
 DG8040
 DG8040;                    North         East    Units  Estimated Accuracy
 DG8040;SPC FL N     -    59,650.      792,020.      MT  (+/- 180 meters Scaled)
 DG8040
 DG8040                          SUPERSEDED SURVEY CONTROL
 DG8040
 DG8040.No superseded survey control is available for this station.
 DG8040
 DG8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN527669(NAD 83)
 DG8040_MARKER: DD = SURVEY DISK
 DG8040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8040_STAMPING: A 587 2003
 DG8040_MARK LOGO: FLDEP 
 DG8040_PROJECTION: FLUSH
 DG8040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8040+STABILITY: SURFACE MOTION
 DG8040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8040+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003
 DG8040
 DG8040  HISTORY     - Date     Condition        Report By
 DG8040  HISTORY     - 20030726 MONUMENTED       FLDEP
 DG8040
 DG8040                          STATION DESCRIPTION
 DG8040
 DG8040'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8040'THE MARK IS ON THE SOUTH SIDE OF ARCHER, IN SECTION 16, TOWNSHIP 11
 DG8040'SOUTH, RANGE 18 EAST.
 DG8040' 
 DG8040'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 27 AND
 DG8040'STATE ROAD 24 IN  ARCHER, GO SOUTH ON U.S. HIGHWAYS 41, 27 (UNIVERSITY
 DG8040'AVENUE) FOR 1.0 MI TO THE  INTERSECTION OF PARK STREET AND THE MARK ON
 DG8040'THE RIGHT, SET IN THE TOP OF A ROUND  CONCRETE MONUMENT FLUSH WITH THE
 DG8040'GROUND AND ABOUT 2.5 FT BELOW THE LEVEL OF U.S.  HIGHWAYS 41, 27.
 DG8040' 
 DG8040'LOCATED 39.2 FT NORTH OF THE APPROXIMATE CENTERLINE OF WEST PARK
 DG8040'STREET, 36.3 FT WEST  OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAYS
 DG8040'41, 27, 0.9 FT EAST OF A HOG WIRE FENCE AND  0.6 FT EAST OF A
 DG8040'CARSONITE WITNESS POST.
 DG8040' 
 DG8040'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8092 ***********************************************************************
 DG8092  DESIGNATION -  A 588
 DG8092  PID         -  DG8092
 DG8092  STATE/COUNTY-  FL/LEVY
 DG8092  USGS QUAD   -  YANKEETOWN (1993)
 DG8092
 DG8092                         *CURRENT SURVEY CONTROL
 DG8092  ___________________________________________________________________
 DG8092* NAD 83(1986)-  29 03 50.     (N)    082 38 55.     (W)     SCALED    
 DG8092* NAVD 88     -        11.451  (meters)      37.57   (feet)  ADJUSTED  
 DG8092  ___________________________________________________________________
 DG8092  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DG8092  DYNAMIC HT  -          11.435 (meters)      37.52  (feet)  COMP
 DG8092  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 DG8092
 DG8092  VERT ORDER  -  FIRST     CLASS II
 DG8092
 DG8092.The horizontal coordinates were scaled from a topographic map and have
 DG8092.an estimated accuracy of +/- 6 seconds.
 DG8092
 DG8092.The orthometric height was determined by differential leveling
 DG8092.and adjusted by the National Geodetic Survey in May 2005..
 DG8092.No vertical observational check was made to the station.
 DG8092
 DG8092.The geoid height was determined by GEOID03.
 DG8092
 DG8092.The dynamic height is computed by dividing the NAVD 88
 DG8092.geopotential number by the normal gravity value computed on the
 DG8092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8092.degrees latitude (g = 980.6199 gals.).
 DG8092
 DG8092.The modeled gravity was interpolated from observed gravity values.
 DG8092
 DG8092;                    North         East    Units  Estimated Accuracy
 DG8092;SPC FL W     -   524,290.      136,840.      MT  (+/- 180 meters Scaled)
 DG8092
 DG8092                          SUPERSEDED SURVEY CONTROL
 DG8092
 DG8092.No superseded survey control is available for this station.
 DG8092
 DG8092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN395161(NAD 83)
 DG8092_MARKER: F = FLANGE-ENCASED ROD
 DG8092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG8092_STAMPING: A 588 2003
 DG8092_MARK LOGO: NGS   
 DG8092_PROJECTION: RECESSED 5 CENTIMETERS
 DG8092_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8092+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 DG8092_ROD/PIPE-DEPTH:  4.8 meters
 DG8092
 DG8092  HISTORY     - Date     Condition        Report By
 DG8092  HISTORY     - 20031001 MONUMENTED       FLDEP
 DG8092
 DG8092                          STATION DESCRIPTION
 DG8092
 DG8092'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8092'THE MARK IS ABOUT 2.7 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 25,
 DG8092'TOWNSHIP 16 SOUTH,  RANGE 16 EAST.
 DG8092' 
 DG8092'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND
 DG8092'COUNTY ROAD 40 IN  INGLIS GO NORTH ON U.S. HIGHWAY 19, 98 FOR 2.65 MI
 DG8092'TO THE JUNCTION OF SOUTHEAST 182ND  PLACE ON THE RIGHT AND THE MARK ON
 DG8092'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL  AT A DEPTH OF 15.8
 DG8092'FT WITH AN NGS LOGO CAP RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DG8092'AND LEVEL WITH SOUTHEAST 153RD STREET, THE DATUM POINT IS RECESSED 0.6
 DG8092'FT BELOW THE  LEVEL OF THE NGS LOGO CAP.
 DG8092' 
 DG8092'LOCATED 65.2 FT SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 DG8092'19, 98, 33.0 FT NORTH  OF THE APPROXIMATE CENTERLINE OF SOUTHEAST
 DG8092'182ND PLACE, 16.4 FT SOUTHWEST OF POWER  POLE NUMBER 40, 7.8 FT
 DG8092'NORTH-NORTHEAST OF A FIBER OPTIC PHONE CABLE WARNING POST AND 1.8  FT
 DG8092'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DG8092' 
 DG8092'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG8092' 
 DG8092'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8575 ***********************************************************************
 DG8575  DESIGNATION -  A 589
 DG8575  PID         -  DG8575
 DG8575  STATE/COUNTY-  FL/MARION
 DG8575  USGS QUAD   -  SHADY (1991)
 DG8575
 DG8575                         *CURRENT SURVEY CONTROL
 DG8575  ___________________________________________________________________
 DG8575* NAD 83(1986)-  29 01 34.     (N)    082 13 18.     (W)     SCALED    
 DG8575* NAVD 88     -        27.268  (meters)      89.46   (feet)  ADJUSTED  
 DG8575  ___________________________________________________________________
 DG8575  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DG8575  DYNAMIC HT  -          27.229 (meters)      89.33  (feet)  COMP
 DG8575  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 DG8575
 DG8575  VERT ORDER  -  FIRST     CLASS II
 DG8575
 DG8575.The horizontal coordinates were scaled from a topographic map and have
 DG8575.an estimated accuracy of +/- 6 seconds.
 DG8575
 DG8575.The orthometric height was determined by differential leveling
 DG8575.and adjusted by the National Geodetic Survey in May 2005..
 DG8575
 DG8575.Photographs are available for this station.
 DG8575
 DG8575.The geoid height was determined by GEOID03.
 DG8575
 DG8575.The dynamic height is computed by dividing the NAVD 88
 DG8575.geopotential number by the normal gravity value computed on the
 DG8575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8575.degrees latitude (g = 980.6199 gals.).
 DG8575
 DG8575.The modeled gravity was interpolated from observed gravity values.
 DG8575
 DG8575;                    North         East    Units  Estimated Accuracy
 DG8575;SPC FL W     -   519,940.      178,410.      MT  (+/- 180 meters Scaled)
 DG8575
 DG8575                          SUPERSEDED SURVEY CONTROL
 DG8575
 DG8575.No superseded survey control is available for this station.
 DG8575
 DG8575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN810114(NAD 83)
 DG8575_MARKER: F = FLANGE-ENCASED ROD
 DG8575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG8575_STAMPING: A 589 2003
 DG8575_MARK LOGO: NGS   
 DG8575_PROJECTION: RECESSED 5 CENTIMETERS
 DG8575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8575+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 DG8575_ROD/PIPE-DEPTH:  9.7 meters
 DG8575
 DG8575  HISTORY     - Date     Condition        Report By
 DG8575  HISTORY     - 20031004 MONUMENTED       FLDEP
 DG8575
 DG8575                          STATION DESCRIPTION
 DG8575
 DG8575'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8575'THE MARK IS ABOUT 10.0 MI WEST OF BELLEVIEW, IN SECTION 8, TOWNSHIP 17
 DG8575'SOUTH, RANGE 21  EAST.
 DG8575' 
 DG8575'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, 301, 441
 DG8575'AND COUNTY ROAD 484  IN BELLEVIEW, GO SOUTHWEST ON COUNTY ROAD 484 FOR
 DG8575'7.85 MI TO THE INTERSTATE 75  OVERPASS, CONTINUE WEST ON COUNTY ROAD
 DG8575'484 FOR 3.85 MI TO THE INTERSECTION OF MARION  OAKS PASS AND THE MARK
 DG8575'ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH  OF
 DG8575'31.8 FT WITH AN NGS LOGO CAP RECESSED 0.2 FT BELOW THE LEVEL OF THE
 DG8575'GROUND AND LEVEL  WITH COUNTY ROAD 484, THE DATUM POINT IS RECESSED
 DG8575'0.5 FT BELOW THE LEVEL OF THE NGS  LOGO CAP.
 DG8575' 
 DG8575'LOCATED 55.4 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DG8575'484, 60.2 FT WEST OF  THE APPROXIMATE CENTERLINE OF MARION OAKS PASS
 DG8575'AND 1.7 FT NORTH OF A CARSONITE WITNESS  POST.
 DG8575' 
 DG8575'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG8575' 
 DG8575'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1227 ***********************************************************************
 AQ1227  DESIGNATION -  A 59
 AQ1227  PID         -  AQ1227
 AQ1227  STATE/COUNTY-  FL/VOLUSIA
 AQ1227  USGS QUAD   -  DE LAND (1993)
 AQ1227
 AQ1227                         *CURRENT SURVEY CONTROL
 AQ1227  ___________________________________________________________________
 AQ1227* NAD 83(1986)-  29 05 08.     (N)    081 21 52.     (W)     SCALED    
 AQ1227* NAVD 88     -         9.671  (meters)      31.73   (feet)  ADJUSTED  
 AQ1227  ___________________________________________________________________
 AQ1227  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AQ1227  DYNAMIC HT  -           9.658 (meters)      31.69  (feet)  COMP
 AQ1227  MODELED GRAV-     979,248.9   (mgal)                       NAVD 88
 AQ1227
 AQ1227  VERT ORDER  -  SECOND    CLASS 0
 AQ1227
 AQ1227.The horizontal coordinates were scaled from a topographic map and have
 AQ1227.an estimated accuracy of +/- 6 seconds.
 AQ1227
 AQ1227.The orthometric height was determined by differential leveling
 AQ1227.and adjusted by the National Geodetic Survey in June 1991..
 AQ1227
 AQ1227.The geoid height was determined by GEOID03.
 AQ1227
 AQ1227.The dynamic height is computed by dividing the NAVD 88
 AQ1227.geopotential number by the normal gravity value computed on the
 AQ1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1227.degrees latitude (g = 980.6199 gals.).
 AQ1227
 AQ1227.The modeled gravity was interpolated from observed gravity values.
 AQ1227
 AQ1227;                    North         East    Units  Estimated Accuracy
 AQ1227;SPC FL E     -   526,570.      164,520.      MT  (+/- 180 meters Scaled)
 AQ1227
 AQ1227                          SUPERSEDED SURVEY CONTROL
 AQ1227
 AQ1227  NGVD 29 (??/??/92)    9.986  (m)           32.76   (f) ADJ UNCH    2 0
 AQ1227
 AQ1227.Superseded values are not recommended for survey control.
 AQ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1227.See file dsdata.txt to determine how the superseded data were derived.
 AQ1227
 AQ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN645175(NAD 83)
 AQ1227_MARKER: DB = BENCH MARK DISK
 AQ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ1227_STAMPING: A-59 1934
 AQ1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1227+STABILITY: SURFACE MOTION
 AQ1227
 AQ1227  HISTORY     - Date     Condition        Report By
 AQ1227  HISTORY     - 1934     MONUMENTED       CGS
 AQ1227  HISTORY     - 1977     MARK NOT FOUND   NGS
 AQ1227
 AQ1227                          STATION DESCRIPTION
 AQ1227
 AQ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AQ1227'AT GLENWOOD.
 AQ1227'LOCATED AT THE A.C.L.RWY. STATION AT GLENWOOD, 38 YARDS SOUTH OF
 AQ1227'DEPOT, 29.3 FT. EAST OF EAST RAIL OF MAIN LINE TRACK, 27 FT.
 AQ1227'SOUTHEAST OF CENTERLINE OF ROAD THAT CROSSES TRACK, 15.3
 AQ1227'FT. WEST OF WEST RAIL OF SIDE TRACK, 6.9 FT. NORTHEAST OF
 AQ1227'TELEGRAPH POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 AQ1227'6 IN HIGH.
 AQ1227
 AQ1227                          STATION RECOVERY (1977)
 AQ1227
 AQ1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9598 ***********************************************************************
 DG9598  DESIGNATION -  A 590
 DG9598  PID         -  DG9598
 DG9598  STATE/COUNTY-  FL/MARION
 DG9598  USGS QUAD   -  LADY LAKE (1980)
 DG9598
 DG9598                         *CURRENT SURVEY CONTROL
 DG9598  ___________________________________________________________________
 DG9598* NAD 83(1986)-  28 58 55.     (N)    081 58 31.     (W)     SCALED    
 DG9598* NAVD 88     -        19.499  (meters)      63.97   (feet)  ADJUSTED  
 DG9598  ___________________________________________________________________
 DG9598  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG9598  DYNAMIC HT  -          19.471 (meters)      63.88  (feet)  COMP
 DG9598  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 DG9598
 DG9598  VERT ORDER  -  FIRST     CLASS II
 DG9598
 DG9598.The horizontal coordinates were scaled from a topographic map and have
 DG9598.an estimated accuracy of +/- 6 seconds.
 DG9598
 DG9598.The orthometric height was determined by differential leveling
 DG9598.and adjusted by the National Geodetic Survey in May 2005..
 DG9598
 DG9598.The geoid height was determined by GEOID03.
 DG9598
 DG9598.The dynamic height is computed by dividing the NAVD 88
 DG9598.geopotential number by the normal gravity value computed on the
 DG9598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9598.degrees latitude (g = 980.6199 gals.).
 DG9598
 DG9598.The modeled gravity was interpolated from observed gravity values.
 DG9598
 DG9598;                    North         East    Units  Estimated Accuracy
 DG9598;SPC FL W     -   515,030.      202,410.      MT  (+/- 180 meters Scaled)
 DG9598
 DG9598                          SUPERSEDED SURVEY CONTROL
 DG9598
 DG9598.No superseded survey control is available for this station.
 DG9598
 DG9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN049063(NAD 83)
 DG9598_MARKER: F = FLANGE-ENCASED ROD
 DG9598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG9598_STAMPING: A 590 2003
 DG9598_MARK LOGO: NGS   
 DG9598_PROJECTION: FLUSH
 DG9598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9598+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG9598_ROD/PIPE-DEPTH: 18.4 meters
 DG9598
 DG9598  HISTORY     - Date     Condition        Report By
 DG9598  HISTORY     - 2003     MONUMENTED       FLDEP
 DG9598  HISTORY     - 20050721 GOOD             USPSQD
 DG9598
 DG9598                          STATION DESCRIPTION
 DG9598
 DG9598'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9598'THE MARK IS ABOUT 17.0 MI SOUTHEAST OF SILVER SPRINGS, 5.0 MI
 DG9598'SOUTHWEST OF OKLAWAHA, 3.2  MI WEST OF WEIRSDALE, IN SECTION 26,
 DG9598'TOWNSHIP 17 SOUTH, RANGE 23 EAST.
 DG9598' 
 DG9598'TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY
 DG9598'ROAD 464C IN  OKLAWAHA, GO SOUTHEASTERLY ON COUNTY ROAD 25 FOR 5.25 MI
 DG9598'TO THE INTERSECTION OF  COUNTY ROAD 42, TURN RIGHT ON COUNTY ROAD 42
 DG9598'AND GO WEST FOR 3.15 MI TO THE JUNCTION OF  SE 107 AVENUE ON THE LEFT
 DG9598'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO  REFUSAL AT
 DG9598'A DEPTH OF 60.5 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL
 DG9598'WITH  COUNTY ROAD 42, THE DATUM POINT IS RECESSED 0.5 FT BELOW THE
 DG9598'LEVEL OF THE NGS LOGO CAP.
 DG9598' 
 DG9598'LOCATED 69.0 FT EAST OF POWER POLE NUMBER 80 (120730,078951), 50.0 FT
 DG9598'EAST OF THE  APPROXIMATE CENTERLINE OF SE 107 AVENUE, 24.9 FT SOUTH OF
 DG9598'THE CENTERLINE OF COUNTY ROAD  42, 6.2 FT NORTHEAST OF THE WEST END OF
 DG9598'THE GUARDRAIL, 1.0 FT NORTH OF THE METAL  GUARDRAIL AND 0.5 FT NORTH
 DG9598'OF A CARSONITE WITNESS POST.
 DG9598' 
 DG9598'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG9598' 
 DG9598'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DG9598
 DG9598                          STATION RECOVERY (2005)
 DG9598
 DG9598'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 DG9598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH2946 ***********************************************************************
 DH2946  DESIGNATION -  A 591
 DH2946  PID         -  DH2946
 DH2946  STATE/COUNTY-  FL/BAKER
 DH2946  USGS QUAD   -  MACCLENNY WEST (1993)
 DH2946
 DH2946                         *CURRENT SURVEY CONTROL
 DH2946  ___________________________________________________________________
 DH2946* NAD 83(1986)-  30 19 45.     (N)    082 11 01.     (W)     SCALED    
 DH2946* NAVD 88     -        37.959  (meters)     124.54   (feet)  ADJUSTED  
 DH2946  ___________________________________________________________________
 DH2946  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DH2946  DYNAMIC HT  -          37.909 (meters)     124.37  (feet)  COMP
 DH2946  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 DH2946
 DH2946  VERT ORDER  -  SECOND    CLASS I
 DH2946
 DH2946.The horizontal coordinates were scaled from a topographic map and have
 DH2946.an estimated accuracy of +/- 6 seconds.
 DH2946
 DH2946.The orthometric height was determined by differential leveling
 DH2946.and adjusted by the National Geodetic Survey in June 2005..
 DH2946
 DH2946.Photographs are available for this station.
 DH2946
 DH2946.The geoid height was determined by GEOID03.
 DH2946
 DH2946.The dynamic height is computed by dividing the NAVD 88
 DH2946.geopotential number by the normal gravity value computed on the
 DH2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2946.degrees latitude (g = 980.6199 gals.).
 DH2946
 DH2946.The modeled gravity was interpolated from observed gravity values.
 DH2946
 DH2946;                    North         East    Units  Estimated Accuracy
 DH2946;SPC FL N     -   149,600.      822,730.      MT  (+/- 180 meters Scaled)
 DH2946
 DH2946                          SUPERSEDED SURVEY CONTROL
 DH2946
 DH2946.No superseded survey control is available for this station.
 DH2946
 DH2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP862558(NAD 83)
 DH2946_MARKER: F = FLANGE-ENCASED ROD
 DH2946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2946_STAMPING: A 591 2003
 DH2946_MARK LOGO: NGS   
 DH2946_PROJECTION: RECESSED 10 CENTIMETERS
 DH2946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH2946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2946+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 DH2946_ROD/PIPE-DEPTH:  6.7 meters
 DH2946
 DH2946  HISTORY     - Date     Condition        Report By
 DH2946  HISTORY     - 20031126 MONUMENTED       FLDEP
 DH2946
 DH2946                          STATION DESCRIPTION
 DH2946
 DH2946'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH2946'THE MARK IS ABOUT 11.5 MI SOUTHEAST OF TAYLOR, 4.2 MI NORTHWEST OF
 DH2946'GLEN ST. MARY, IN  SECTION 15, TOWNSHIP 2 SOUTH, RANGE 21 EAST.
 DH2946' 
 DH2946'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 (MOUNT VERNON
 DH2946'STREET) AND  COUNTY ROAD 125 (GLEN AVENUE) IN GLEN ST. MARY, GO NORTH
 DH2946'ON COUNTY ROAD 125 FOR 4.25 MI  TO THE MARK ON THE LEFT, A STAINLESS
 DH2946'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.9 FT  WITH A NGS LOGO CAP
 DH2946'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND BELOW  THE LEVEL OF
 DH2946'COUNTY ROAD 125, THE DATUM POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF
 DH2946'THE  NGS LOGO CAP.
 DH2946' 
 DH2946'LOCATED 54.0 FT WEST OF THE CENTERLINE OF COUNTY ROAD 125, 17.5 FT
 DH2946'NORTH OF THE  APPROXIMATE CENTERLINE OF A DIRT ROAD WITH A STEEL GATE
 DH2946'AND 1.7 FT EAST OF A CARSONITE  WITNESS POST AND A CUT-OFF POWER POLE
 DH2946'(THREE FEET TALL).
 DH2946' 
 DH2946'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH2946' 
 DH2946'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH2920 ***********************************************************************
 DH2920  DESIGNATION -  A 592
 DH2920  PID         -  DH2920
 DH2920  STATE/COUNTY-  FL/BAKER
 DH2920  USGS QUAD   -  SANDERSON NORTH (1988)
 DH2920
 DH2920                         *CURRENT SURVEY CONTROL
 DH2920  ___________________________________________________________________
 DH2920* NAD 83(1986)-  30 16 15.     (N)    082 16 52.     (W)     SCALED    
 DH2920* NAVD 88     -        42.299  (meters)     138.78   (feet)  ADJUSTED  
 DH2920  ___________________________________________________________________
 DH2920  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DH2920  DYNAMIC HT  -          42.244 (meters)     138.60  (feet)  COMP
 DH2920  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 DH2920
 DH2920  VERT ORDER  -  SECOND    CLASS I
 DH2920
 DH2920.The horizontal coordinates were scaled from a topographic map and have
 DH2920.an estimated accuracy of +/- 6 seconds.
 DH2920
 DH2920.The orthometric height was determined by differential leveling
 DH2920.and adjusted by the National Geodetic Survey in June 2005..
 DH2920
 DH2920.Photographs are available for this station.
 DH2920
 DH2920.The geoid height was determined by GEOID03.
 DH2920
 DH2920.The dynamic height is computed by dividing the NAVD 88
 DH2920.geopotential number by the normal gravity value computed on the
 DH2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2920.degrees latitude (g = 980.6199 gals.).
 DH2920
 DH2920.The modeled gravity was interpolated from observed gravity values.
 DH2920
 DH2920;                    North         East    Units  Estimated Accuracy
 DH2920;SPC FL N     -   142,950.      813,480.      MT  (+/- 180 meters Scaled)
 DH2920
 DH2920                          SUPERSEDED SURVEY CONTROL
 DH2920
 DH2920.No superseded survey control is available for this station.
 DH2920
 DH2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP767494(NAD 83)
 DH2920_MARKER: DD = SURVEY DISK
 DH2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2920_STAMPING: A 592 2003
 DH2920_MARK LOGO: FLDEP 
 DH2920_PROJECTION: FLUSH
 DH2920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2920+STABILITY: SURFACE MOTION
 DH2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2920+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 DH2920
 DH2920  HISTORY     - Date     Condition        Report By
 DH2920  HISTORY     - 20031124 MONUMENTED       FLDEP
 DH2920
 DH2920                          STATION DESCRIPTION
 DH2920
 DH2920'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH2920'THE MARK IS ABOUT 14.2 MI SOUTH OF TAYLOR, 1.5 MI NORTH-NORTHWEST OF
 DH2920'SANDERSON, IN  SECTION 35, TOWNSHIP 2 SOUTH, RANGE 20 EAST.
 DH2920' 
 DH2920'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90, COUNTY ROAD
 DH2920'229 SOUTH AND  COUNTY ROAD 127 NORTH IN SANDERSON, GO WEST ON U.S.
 DH2920'HIGHWAY 90 FOR 0.1 MI TO THE  JUNCTION OF COUNTY ROAD 229 ON THE
 DH2920'RIGHT, TURN RIGHT ON COUNTY ROAD 229 AND GO  NORTH-NORTHWEST FOR 1.55
 DH2920'MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND  CONCRETE
 DH2920'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 229.
 DH2920' 
 DH2920'LOCATED 65.0 FT SOUTHEAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY AT
 DH2920'10634, 43.3 FT  NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 229, 24.4
 DH2920'FT SOUTHEAST OF CABLE BOX NUMBER  1110024, 21.8 FT SOUTHEAST OF A
 DH2920'POWER POLE AND 1.2 FT SOUTHWEST OF A CARSONITE WITNESS  POST IN THE
 DH2920'BARBWIRE FENCE LINE.
 DH2920' 
 DH2920'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH2920'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9602 ***********************************************************************
 DG9602  DESIGNATION -  A 593
 DG9602  PID         -  DG9602
 DG9602  STATE/COUNTY-  FL/MARION
 DG9602  USGS QUAD   -  COTTON PLANT (1991)
 DG9602
 DG9602                         *CURRENT SURVEY CONTROL
 DG9602  ___________________________________________________________________
 DG9602* NAD 83(1986)-  29 13 53.     (N)    082 15 41.     (W)     SCALED    
 DG9602* NAVD 88     -        39.382  (meters)     129.21   (feet)  ADJUSTED  
 DG9602  ___________________________________________________________________
 DG9602  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DG9602  DYNAMIC HT  -          39.326 (meters)     129.02  (feet)  COMP
 DG9602  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 DG9602
 DG9602  VERT ORDER  -  FIRST     CLASS II
 DG9602
 DG9602.The horizontal coordinates were scaled from a topographic map and have
 DG9602.an estimated accuracy of +/- 6 seconds.
 DG9602
 DG9602.The orthometric height was determined by differential leveling
 DG9602.and adjusted by the National Geodetic Survey in May 2005..
 DG9602
 DG9602.The geoid height was determined by GEOID03.
 DG9602
 DG9602.The dynamic height is computed by dividing the NAVD 88
 DG9602.geopotential number by the normal gravity value computed on the
 DG9602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9602.degrees latitude (g = 980.6199 gals.).
 DG9602
 DG9602.The modeled gravity was interpolated from observed gravity values.
 DG9602
 DG9602;                    North         East    Units  Estimated Accuracy
 DG9602;SPC FL W     -   542,700.      174,590.      MT  (+/- 180 meters Scaled)
 DG9602
 DG9602                          SUPERSEDED SURVEY CONTROL
 DG9602
 DG9602.No superseded survey control is available for this station.
 DG9602
 DG9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN774342(NAD 83)
 DG9602_MARKER: DD = SURVEY DISK
 DG9602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9602_STAMPING: A 593 2003
 DG9602_MARK LOGO: FLDEP 
 DG9602_PROJECTION: FLUSH
 DG9602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9602+STABILITY: SURFACE MOTION
 DG9602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9602+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 DG9602
 DG9602  HISTORY     - Date     Condition        Report By
 DG9602  HISTORY     - 20031017 MONUMENTED       FLDEP
 DG9602
 DG9602                          STATION DESCRIPTION
 DG9602
 DG9602'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9602'THE MARK IS ABOUT 8.3 MI NORTHWEST OF OCALA, IN SECTION 36, TOWNSHIP
 DG9602'14 SOUTH, RANGE 20  EAST.
 DG9602' 
 DG9602'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DG9602'AND U.S.  HIGHWAY 27 IN OCALA, GO NORTHWEST ON U.S. HIGHWAY 27 FOR
 DG9602'5.05 MI TO THE JUNCTION OF A  PAVED FARM DRIVEWAY AT 8625 NORTH U.S.
 DG9602'HIGHWAY 27 ON THE RIGHT AND THE MARK ON THE  RIGHT, SET IN THE TOP OF
 DG9602'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL  WITH U.S.
 DG9602'HIGHWAY 27.
 DG9602' 
 DG9602'LOCATED 78.5 FT EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 71.2 FT
 DG9602'NORTH OF THE  APPROXIMATE CENTERLINE OF U.S. HIGHWAY 27
 DG9602'NORTHWEST-BOUND, 56.5 FT EAST OF A WOODEN  POWER POLE, 1.6 FT SOUTH OF
 DG9602'A 3-RAIL WOODEN FENCE AND 1.6 FT SOUTH-SOUTHEAST OF A  CARSONITE
 DG9602'WITNESS POST.
 DG9602' 
 DG9602'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH3732 ***********************************************************************
 DH3732  DESIGNATION -  A 594
 DH3732  PID         -  DH3732
 DH3732  STATE/COUNTY-  FL/CITRUS
 DH3732  USGS QUAD   -  HOMOSASSA (1988)
 DH3732
 DH3732                         *CURRENT SURVEY CONTROL
 DH3732  ___________________________________________________________________
 DH3732* NAD 83(1986)-  28 47 19.     (N)    082 33 56.     (W)     SCALED    
 DH3732* NAVD 88     -         1.917  (meters)       6.29   (feet)  ADJUSTED  
 DH3732  ___________________________________________________________________
 DH3732  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DH3732  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 DH3732  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 DH3732
 DH3732  VERT ORDER  -  FIRST     CLASS II
 DH3732
 DH3732.The horizontal coordinates were scaled from a topographic map and have
 DH3732.an estimated accuracy of +/- 6 seconds.
 DH3732
 DH3732.The orthometric height was determined by differential leveling
 DH3732.and adjusted by the National Geodetic Survey in January 2006..
 DH3732.No vertical observational check was made to the station.
 DH3732
 DH3732.Photographs are available for this station.
 DH3732
 DH3732.The geoid height was determined by GEOID03.
 DH3732
 DH3732.The dynamic height is computed by dividing the NAVD 88
 DH3732.geopotential number by the normal gravity value computed on the
 DH3732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3732.degrees latitude (g = 980.6199 gals.).
 DH3732
 DH3732.The modeled gravity was interpolated from observed gravity values.
 DH3732
 DH3732;                    North         East    Units  Estimated Accuracy
 DH3732;SPC FL W     -   493,730.      144,780.      MT  (+/- 180 meters Scaled)
 DH3732
 DH3732                          SUPERSEDED SURVEY CONTROL
 DH3732
 DH3732.No superseded survey control is available for this station.
 DH3732
 DH3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM471855(NAD 83)
 DH3732_MARKER: F = FLANGE-ENCASED ROD
 DH3732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH3732_STAMPING: A 594 2004
 DH3732_MARK LOGO: NGS   
 DH3732_PROJECTION: RECESSED 5 CENTIMETERS
 DH3732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3732+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 DH3732_ROD/PIPE-DEPTH:  6.4 meters
 DH3732
 DH3732  HISTORY     - Date     Condition        Report By
 DH3732  HISTORY     - 20040124 MONUMENTED       FLDEP
 DH3732
 DH3732                          STATION DESCRIPTION
 DH3732
 DH3732'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DH3732'THE MARK IS ABOUT 1.25 MI SOUTH OF HOMOSASSA SPRINGS, IN SECTION 35,
 DH3732'TOWNSHIP 19 SOUTH,  RANGE 17 EAST.
 DH3732' 
 DH3732'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S.
 DH3732'HIGHWAY 19, 98 IN  HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98
 DH3732'FOR 1.3 MI TO THE MARK ON THE LEFT, IN  THE GRASS COVERED MEDIAN, A
 DH3732'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.1 FT  WITH AN
 DH3732'NGS LOGO CAP RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT
 DH3732'1.0 FT  BELOW THE LEVEL OF U.S. HIGHWAY 19, 98, THE DATUM POINT IS
 DH3732'RECESSED 0.3 FT BELOW THE LEVEL  OF THE NGS LOGO CAP.
 DH3732' 
 DH3732'LOCATED 172.5 FT SOUTHEAST OF SURVEY MARK HR D, 133.0 FT NORTHWEST OF
 DH3732'THE APPROXIMATE  CENTER OF A CONCRETE DRAIN BASIN, 40.1 FT NORTHEAST
 DH3732'OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 19, 98 SOUTHBOUND LANES,
 DH3732'39.8 FT SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.  HIGHWAY 19, 98
 DH3732'NORTHBOUND LANES AND 1.0 FT SOUTHEAST OF A CARSONITE WITNESS POST.
 DH3732' 
 DH3732'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH3732' 
 DH3732'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH6998 ***********************************************************************
 DH6998  DESIGNATION -  A 595
 DH6998  PID         -  DH6998
 DH6998  STATE/COUNTY-  FL/HERNANDO
 DH6998  USGS QUAD   -  SAINT CATHERINE (1958)
 DH6998
 DH6998                         *CURRENT SURVEY CONTROL
 DH6998  ___________________________________________________________________
 DH6998* NAD 83(1986)-  28 31 14.     (N)    082 12 44.     (W)     SCALED    
 DH6998* NAVD 88     -        20.494  (meters)      67.24   (feet)  ADJUSTED  
 DH6998  ___________________________________________________________________
 DH6998  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DH6998  DYNAMIC HT  -          20.465 (meters)      67.14  (feet)  COMP
 DH6998  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 DH6998
 DH6998  VERT ORDER  -  FIRST     CLASS II
 DH6998
 DH6998.The horizontal coordinates were scaled from a topographic map and have
 DH6998.an estimated accuracy of +/- 6 seconds.
 DH6998
 DH6998.The orthometric height was determined by differential leveling
 DH6998.and adjusted by the National Geodetic Survey in January 2006..
 DH6998
 DH6998.Photographs are available for this station.
 DH6998
 DH6998.The geoid height was determined by GEOID03.
 DH6998
 DH6998.The dynamic height is computed by dividing the NAVD 88
 DH6998.geopotential number by the normal gravity value computed on the
 DH6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6998.degrees latitude (g = 980.6199 gals.).
 DH6998
 DH6998.The modeled gravity was interpolated from observed gravity values.
 DH6998
 DH6998;                    North         East    Units  Estimated Accuracy
 DH6998;SPC FL W     -   463,910.      179,230.      MT  (+/- 180 meters Scaled)
 DH6998
 DH6998                          SUPERSEDED SURVEY CONTROL
 DH6998
 DH6998.No superseded survey control is available for this station.
 DH6998
 DH6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM813554(NAD 83)
 DH6998_MARKER: DD = SURVEY DISK
 DH6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6998_STAMPING: A 595 2004
 DH6998_MARK LOGO: FLDEP 
 DH6998_PROJECTION: RECESSED 3 CENTIMETERS
 DH6998_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6998+STABILITY: SURFACE MOTION
 DH6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6998+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 DH6998
 DH6998  HISTORY     - Date     Condition        Report By
 DH6998  HISTORY     - 20040221 MONUMENTED       FLDEP
 DH6998
 DH6998                          STATION DESCRIPTION
 DH6998
 DH6998'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DH6998'THE MARK IS ABOUT 10.5 MI EAST OF BROOKSVILLE, IN SECTION 4, TOWNSHIP
 DH6998'23 SOUTH, RANGE 21  EAST.
 DH6998' 
 DH6998'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND THE
 DH6998'INTERSTATE HIGHWAY  75 OVERPASS ABOUT 9.0 MI EAST OF BROOKSVILLE, GO
 DH6998'EAST ON STATE ROAD 50 FOR 1.5 MI TO THE  INTERSECTION OF CYRIL DRIVE
 DH6998'ON THE RIGHT AND AMELIA LANE ON THE LEFT AND THE MARK ON  THE LEFT,
 DH6998'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE
 DH6998'LEVEL  OF THE GROUND AND ABOUT 2.0 FT ABOVE THE LEVEL OF STATE ROAD
 DH6998'50.
 DH6998' 
 DH6998'LOCATED 81.8 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE
 DH6998'ROAD 50  WESTBOUND LANES, 59.8 FT WEST-NORTHWEST OF THE APPROXIMATE
 DH6998'CENTERLINE OF AMELIA LANE,  42.5 FT WEST-NORTHWEST OF A HOG WIRE FENCE
 DH6998'CORNER POST, 33.8 FT NORTH-NORTHWEST OF A  WOODEN POWER POLE, 24.3 FT
 DH6998'NORTHWEST OF FLDT BENCH MARK METAL WITNESS POST, 1.6 FT  SOUTHWEST OF
 DH6998'A HOG WIRE FENCE AND 1.4 FT SOUTHWEST OF A CARSONITE WITNESS POST.
 DH6998' 
 DH6998'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH3503 ***********************************************************************
 DH3503  DESIGNATION -  A 596
 DH3503  PID         -  DH3503
 DH3503  STATE/COUNTY-  FL/NASSAU
 DH3503  USGS QUAD   -  HILLIARD SW (1992)
 DH3503
 DH3503                         *CURRENT SURVEY CONTROL
 DH3503  ___________________________________________________________________
 DH3503* NAD 83(1986)-  30 31 19.     (N)    081 59 35.     (W)     SCALED    
 DH3503* NAVD 88     -        24.498  (meters)      80.37   (feet)  ADJUSTED  
 DH3503  ___________________________________________________________________
 DH3503  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DH3503  DYNAMIC HT  -          24.466 (meters)      80.27  (feet)  COMP
 DH3503  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 DH3503
 DH3503  VERT ORDER  -  SECOND    CLASS I
 DH3503
 DH3503.The horizontal coordinates were scaled from a topographic map and have
 DH3503.an estimated accuracy of +/- 6 seconds.
 DH3503
 DH3503.The orthometric height was determined by differential leveling
 DH3503.and adjusted by the National Geodetic Survey in June 2005..
 DH3503.No vertical observational check was made to the station.
 DH3503
 DH3503.Photographs are available for this station.
 DH3503
 DH3503.The geoid height was determined by GEOID03.
 DH3503
 DH3503.The dynamic height is computed by dividing the NAVD 88
 DH3503.geopotential number by the normal gravity value computed on the
 DH3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3503.degrees latitude (g = 980.6199 gals.).
 DH3503
 DH3503.The modeled gravity was interpolated from observed gravity values.
 DH3503
 DH3503;                    North         East    Units  Estimated Accuracy
 DH3503;SPC FL E     -   686,150.      104,690.      MT  (+/- 180 meters Scaled)
 DH3503
 DH3503                          SUPERSEDED SURVEY CONTROL
 DH3503
 DH3503.No superseded survey control is available for this station.
 DH3503
 DH3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP047770(NAD 83)
 DH3503_MARKER: DD = SURVEY DISK
 DH3503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3503_STAMPING: A 596 2003
 DH3503_MARK LOGO: FLDEP 
 DH3503_PROJECTION: FLUSH
 DH3503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3503+STABILITY: SURFACE MOTION
 DH3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3503+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DH3503
 DH3503  HISTORY     - Date     Condition        Report By
 DH3503  HISTORY     - 20031206 MONUMENTED       FLDEP
 DH3503
 DH3503                          STATION DESCRIPTION
 DH3503
 DH3503'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH3503'THE MARK IS ABOUT 21.4 MI SOUTH-SOUTHWEST OF BOULOGNE, 16.5 MI
 DH3503'SOUTH-SOUTHWEST OF  HILLIARD, 2.7 MI EAST OF ST. GEORGE, IN SECTION 3,
 DH3503'TOWNSHIP 1 NORTH, RANGE 23 EAST.
 DH3503' 
 DH3503'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 (BEAVER STREET)
 DH3503'AND COUNTY ROAD  121 (BRANDY BRANCH ROAD) ABOUT 2.1 MI WEST OF
 DH3503'BALDWIN, GO NORTH ON COUNTY ROAD 121 FOR  7.95 MI TO THE JUNCTION OF
 DH3503'COUNTY ROAD 119 ON THE RIGHT, CONTINUE NORTHEAST ON COUNTY  ROAD 121
 DH3503'FOR 8.15 MI TO THE INTERSECTION OF THE RAILROAD TRACKS AND THE MARK ON
 DH3503'THE  RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DH3503'GROUND AND ABOUT  LEVEL WITH COUNTY ROAD 121.
 DH3503' 
 DH3503'LOCATED 73.4 FT NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 44.9
 DH3503'FT EAST OF THE  CENTERLINE OF COUNTY ROAD 121, 19.4 FT SOUTH OF A
 DH3503'POWER POLE WITH 1 TRANSFORMER  ATTACHED AND 1.1 FT WEST OF A CARSONITE
 DH3503'WITNESS POST.
 DH3503' 
 DH3503'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH3503'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH7080 ***********************************************************************
 DH7080  DESIGNATION -  A 597
 DH7080  PID         -  DH7080
 DH7080  STATE/COUNTY-  FL/NASSAU
 DH7080  USGS QUAD   -  HILLIARD SW (1992)
 DH7080
 DH7080                         *CURRENT SURVEY CONTROL
 DH7080  ___________________________________________________________________
 DH7080* NAD 83(1986)-  30 33 27.     (N)    081 54 45.     (W)     SCALED    
 DH7080* NAVD 88     -        20.237  (meters)      66.39   (feet)  ADJUSTED  
 DH7080  ___________________________________________________________________
 DH7080  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH7080  DYNAMIC HT  -          20.212 (meters)      66.31  (feet)  COMP
 DH7080  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 DH7080
 DH7080  VERT ORDER  -  SECOND    CLASS I
 DH7080
 DH7080.The horizontal coordinates were scaled from a topographic map and have
 DH7080.an estimated accuracy of +/- 6 seconds.
 DH7080
 DH7080.The orthometric height was determined by differential leveling
 DH7080.and adjusted by the National Geodetic Survey in January 2006..
 DH7080
 DH7080.The geoid height was determined by GEOID03.
 DH7080
 DH7080.The dynamic height is computed by dividing the NAVD 88
 DH7080.geopotential number by the normal gravity value computed on the
 DH7080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7080.degrees latitude (g = 980.6199 gals.).
 DH7080
 DH7080.The modeled gravity was interpolated from observed gravity values.
 DH7080
 DH7080;                    North         East    Units  Estimated Accuracy
 DH7080;SPC FL E     -   690,020.      112,460.      MT  (+/- 180 meters Scaled)
 DH7080
 DH7080                          SUPERSEDED SURVEY CONTROL
 DH7080
 DH7080.No superseded survey control is available for this station.
 DH7080
 DH7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP124809(NAD 83)
 DH7080_MARKER: DD = SURVEY DISK
 DH7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7080_STAMPING: A 597 2003
 DH7080_MARK LOGO: FLDEP 
 DH7080_PROJECTION: RECESSED 10 CENTIMETERS
 DH7080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7080+STABILITY: SURFACE MOTION
 DH7080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7080+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 DH7080
 DH7080  HISTORY     - Date     Condition        Report By
 DH7080  HISTORY     - 20031217 MONUMENTED       FLDEP
 DH7080
 DH7080                          STATION DESCRIPTION
 DH7080
 DH7080'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH7080'THE MARK IS ABOUT 5.0 MI WEST OF CALLAHAN, IN SECTION 28, TOWNSHIP 2
 DH7080'NORTH, RANGE 24 EAST.
 DH7080' 
 DH7080'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 (KINGS
 DH7080'ROAD) AND STATE  ROAD A1A IN CALLAHAN, GO NORTHWEST ON U.S. HIGHWAY 1,
 DH7080'23, 301 (KINGS ROAD) FOR 0.2 MI TO  THE JUNCTION OF BRANDIES AVENUE,
 DH7080'TURN LEFT ON BRANDIES AVENUE (COUNTY ROAD 108) AND GO  WESTERLY FOR
 DH7080'5.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DH7080'MONUMENT RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 DH7080'ABOVE THE LEVEL OF  BRANDIES AVENUE (COUNTY ROAD 108).
 DH7080' 
 DH7080'LOCATED 117.0 FT EAST-SOUTHEAST OF CABLE BOX NUMBER 9100287, 102.0,
 DH7080'WEST-NORTHWEST OF A  POWER POLE, 34.0 FT SOUTH-SOUTHWEST OF THE
 DH7080'CENTERLINE OF BRANDIES AVENUE (COUNTY  ROAD 108) AND 1.2 FT
 DH7080'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DH7080' 
 DH7080'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH7080'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2401 ***********************************************************************
 AC2401  DESIGNATION -  A 6
 AC2401  PID         -  AC2401
 AC2401  STATE/COUNTY-  FL/MIAMI-DADE
 AC2401  USGS QUAD   -  
 AC2401
 AC2401                         *CURRENT SURVEY CONTROL
 AC2401  ___________________________________________________________________
 AC2401* NAD 83(1986)-  25 57 29.     (N)    080 07 10.     (W)     SCALED    
 AC2401* NAVD 88     -         1.666  (meters)       5.47   (feet)  ADJUSTED  
 AC2401  ___________________________________________________________________
 AC2401  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2401  DYNAMIC HT  -           1.664 (meters)       5.46  (feet)  COMP
 AC2401  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 AC2401
 AC2401  VERT ORDER  -  SECOND    CLASS 0
 AC2401
 AC2401.The horizontal coordinates were scaled from a topographic map and have
 AC2401.an estimated accuracy of +/- 6 seconds.
 AC2401
 AC2401.The orthometric height was determined by differential leveling
 AC2401.and adjusted by the National Geodetic Survey in June 1991..
 AC2401
 AC2401.The geoid height was determined by GEOID03.
 AC2401
 AC2401.The dynamic height is computed by dividing the NAVD 88
 AC2401.geopotential number by the normal gravity value computed on the
 AC2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2401.degrees latitude (g = 980.6199 gals.).
 AC2401
 AC2401.The modeled gravity was interpolated from observed gravity values.
 AC2401
 AC2401;                    North         East    Units  Estimated Accuracy
 AC2401;SPC FL E     -   180,270.      288,190.      MT  (+/- 180 meters Scaled)
 AC2401
 AC2401                          SUPERSEDED SURVEY CONTROL
 AC2401
 AC2401  NGVD 29 (??/??/92)    2.145  (m)            7.04   (f) ADJ UNCH    2 0
 AC2401
 AC2401.Superseded values are not recommended for survey control.
 AC2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2401.See file dsdata.txt to determine how the superseded data were derived.
 AC2401
 AC2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881713(NAD 83)
 AC2401_MARKER: Z = SEE DESCRIPTION
 AC2401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2401_SP_SET: CURB
 AC2401_STAMPING: DWC BM A 6
 AC2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2401
 AC2401  HISTORY     - Date     Condition        Report By
 AC2401  HISTORY     - UNK      MONUMENTED       FL-025
 AC2401  HISTORY     - 1970     GOOD             NGS
 AC2401  HISTORY     - 1973     GOOD             NGS
 AC2401
 AC2401                          STATION DESCRIPTION
 AC2401
 AC2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2401'AT SUNNY ISLES.
 AC2401'AT SUNNY ISLES, ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY A 1 A
 AC2401'FROM THE JUNCTION OF STATE HIGHWAY 826, 71 FEET SOUTH OF THE
 AC2401'EXTENDED CENTER LINE OF TERRANCINI AVENUE, DIRECTLY IN FRONT
 AC2401'OF THE HOLIDAY INN MOTEL, SET IN THE TOP OF THE EAST CURB OF
 AC2401'THE HIGHWAY, 5.4 FEET SOUTH OF THE NORTH END OF THE CURB, 2.8
 AC2401'FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK AND ABOUT
 AC2401'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC2401
 AC2401                          STATION RECOVERY (1973)
 AC2401
 AC2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1415 ***********************************************************************
 AR1415  DESIGNATION -  A 6 FLDNR
 AR1415  PID         -  AR1415
 AR1415  STATE/COUNTY-  FL/DIXIE
 AR1415  USGS QUAD   -  VISTA (1993)
 AR1415
 AR1415                         *CURRENT SURVEY CONTROL
 AR1415  ___________________________________________________________________
 AR1415* NAD 83(1986)-  29 28 47.     (N)    083 00 21.     (W)     SCALED    
 AR1415* NAVD 88     -         5.614  (meters)      18.42   (feet)  ADJUSTED  
 AR1415  ___________________________________________________________________
 AR1415  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AR1415  DYNAMIC HT  -           5.606 (meters)      18.39  (feet)  COMP
 AR1415  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AR1415
 AR1415  VERT ORDER  -  SECOND    CLASS I
 AR1415
 AR1415.The horizontal coordinates were scaled from a topographic map and have
 AR1415.an estimated accuracy of +/- 6 seconds.
 AR1415
 AR1415.The orthometric height was determined by differential leveling
 AR1415.and adjusted by the National Geodetic Survey in June 1991..
 AR1415
 AR1415.The geoid height was determined by GEOID03.
 AR1415
 AR1415.The dynamic height is computed by dividing the NAVD 88
 AR1415.geopotential number by the normal gravity value computed on the
 AR1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1415.degrees latitude (g = 980.6199 gals.).
 AR1415
 AR1415.The modeled gravity was interpolated from observed gravity values.
 AR1415
 AR1415;                    North         East    Units  Estimated Accuracy
 AR1415;SPC FL N     -    54,130.      744,910.      MT  (+/- 180 meters Scaled)
 AR1415
 AR1415                          SUPERSEDED SURVEY CONTROL
 AR1415
 AR1415.No superseded survey control is available for this station.
 AR1415
 AR1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN055628(NAD 83)
 AR1415_MARKER: DB = BENCH MARK DISK
 AR1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1415_SP_SET: CONCRETE POST
 AR1415_STAMPING: DNR A6
 AR1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1415+STABILITY: SURFACE MOTION
 AR1415
 AR1415  HISTORY     - Date     Condition        Report By
 AR1415  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1415  HISTORY     - 1989     GOOD             USPSQD
 AR1415
 AR1415                          STATION DESCRIPTION
 AR1415
 AR1415'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1415'8.0 MI SW FROM OLD TOWN.
 AR1415'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1415'HIGHWAY 19 AND STATE HIGHWAY SR349 PROCEED SOUTH ALONG SR349 ABOUT 8.0
 AR1415'MILES.
 AR1415'ABOUT 45.8 555E FROM THE CENTERLINE OF SR349,ABOUT 105.5 FEET S20E
 AR1415'FROM A POWER POLE.
 AR1415'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1415'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1415
 AR1415                          STATION RECOVERY (1989)
 AR1415
 AR1415'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9719 ***********************************************************************
 DG9719  DESIGNATION -  A 600
 DG9719  PID         -  DG9719
 DG9719  STATE/COUNTY-  FL/NASSAU
 DG9719  USGS QUAD   -  MACCLENNY EAST (1972)
 DG9719
 DG9719                         *CURRENT SURVEY CONTROL
 DG9719  ___________________________________________________________________
 DG9719* NAD 83(1986)-  30 18 09.     (N)    082 01 16.     (W)     SCALED    
 DG9719* NAVD 88     -        22.074  (meters)      72.42   (feet)  ADJUSTED  
 DG9719  ___________________________________________________________________
 DG9719  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG9719  DYNAMIC HT  -          22.045 (meters)      72.33  (feet)  COMP
 DG9719  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 DG9719
 DG9719  VERT ORDER  -  FIRST     CLASS II
 DG9719
 DG9719.The horizontal coordinates were scaled from a topographic map and have
 DG9719.an estimated accuracy of +/- 6 seconds.
 DG9719
 DG9719.The orthometric height was determined by differential leveling
 DG9719.and adjusted by the National Geodetic Survey in June 2005..
 DG9719
 DG9719.Photographs are available for this station.
 DG9719
 DG9719.The geoid height was determined by GEOID03.
 DG9719
 DG9719.The dynamic height is computed by dividing the NAVD 88
 DG9719.geopotential number by the normal gravity value computed on the
 DG9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9719.degrees latitude (g = 980.6199 gals.).
 DG9719
 DG9719.The modeled gravity was interpolated from observed gravity values.
 DG9719
 DG9719;                    North         East    Units  Estimated Accuracy
 DG9719;SPC FL E     -   661,840.      101,780.      MT  (+/- 180 meters Scaled)
 DG9719
 DG9719                          SUPERSEDED SURVEY CONTROL
 DG9719
 DG9719.No superseded survey control is available for this station.
 DG9719
 DG9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP018527(NAD 83)
 DG9719_MARKER: F = FLANGE-ENCASED ROD
 DG9719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG9719_STAMPING: A 600 2004
 DG9719_MARK LOGO: NGS   
 DG9719_PROJECTION: FLUSH
 DG9719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9719+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 DG9719_ROD/PIPE-DEPTH: 11.1 meters
 DG9719
 DG9719  HISTORY     - Date     Condition        Report By
 DG9719  HISTORY     - 20040121 MONUMENTED       FLDEP
 DG9719  HISTORY     - 20050511 GOOD             FLDEP
 DG9719
 DG9719                          STATION DESCRIPTION
 DG9719
 DG9719'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DG9719'THE MARK IS ABOUT 6.4 MI EAST OF MACCLENNY, 2.3 MI WEST OF BALDWIN, IN
 DG9719'SECTION 29, TOWNSHIP  2 SOUTH, RANGE 23 EAST.
 DG9719' 
 DG9719'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301
 DG9719'(BALDWIN-MAXVILLE ROAD) AND U.S.  HIGHWAY 90 (BEAVER STREET) IN
 DG9719'BALDWIN, GO WEST ON U.S. HIGHWAY 90 (BEAVER STREET) FOR  2.25 MI TO
 DG9719'THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG9719'DEPTH OF 36.4  FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL
 DG9719'WITH U.S. HIGHWAY 90, THE DATUM  POINT IS RECESSED 0.8 FT BELOW THE
 DG9719'LEVEL OF THE NGS LOGO CAP.
 DG9719' 
 DG9719'LOCATED 38.7 FT SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 90, 9.0 FT
 DG9719'WEST OF THE  APPROXIMATE CENTERLINE OF A DIM TRACK ROAD LEADING SOUTH,
 DG9719'3.0 FT EAST OF THE EXTENDED  CENTERLINE OF LOGGING ROAD NUMBER A021
 DG9719'AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 DG9719' 
 DG9719'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG9719' 
 DG9719'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DG9719
 DG9719                          STATION RECOVERY (2005)
 DG9719
 DG9719'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 DG9719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6277 ***********************************************************************
 AF6277  DESIGNATION -  A 61
 AF6277  PID         -  AF6277
 AF6277  STATE/COUNTY-  FL/OSCEOLA
 AF6277  USGS QUAD   -  KENANSVILLE SW (1972)
 AF6277
 AF6277                         *CURRENT SURVEY CONTROL
 AF6277  ___________________________________________________________________
 AF6277* NAD 83(1986)-  27 51 08.     (N)    080 58 33.     (W)     SCALED    
 AF6277* NAVD 88     -        22.039  (meters)      72.31   (feet)  ADJUSTED  
 AF6277  ___________________________________________________________________
 AF6277  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AF6277  DYNAMIC HT  -          22.006 (meters)      72.20  (feet)  COMP
 AF6277  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 AF6277
 AF6277  VERT ORDER  -  SECOND    CLASS 0
 AF6277
 AF6277.The horizontal coordinates were scaled from a topographic map and have
 AF6277.an estimated accuracy of +/- 6 seconds.
 AF6277
 AF6277.The orthometric height was determined by differential leveling
 AF6277.and adjusted by the National Geodetic Survey in June 1991..
 AF6277
 AF6277.The geoid height was determined by GEOID03.
 AF6277
 AF6277.The dynamic height is computed by dividing the NAVD 88
 AF6277.geopotential number by the normal gravity value computed on the
 AF6277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6277.degrees latitude (g = 980.6199 gals.).
 AF6277
 AF6277.The modeled gravity was interpolated from observed gravity values.
 AF6277
 AF6277;                    North         East    Units  Estimated Accuracy
 AF6277;SPC FL E     -   389,830.      202,380.      MT  (+/- 180 meters Scaled)
 AF6277
 AF6277                          SUPERSEDED SURVEY CONTROL
 AF6277
 AF6277  NGVD 29 (??/??/92)   22.412  (m)           73.53   (f) ADJ UNCH    2 0
 AF6277
 AF6277.Superseded values are not recommended for survey control.
 AF6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6277.See file dsdata.txt to determine how the superseded data were derived.
 AF6277
 AF6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL023808(NAD 83)
 AF6277_MARKER: DB = BENCH MARK DISK
 AF6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6277_STAMPING: A 61 1934
 AF6277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6277+STABILITY: SURFACE MOTION
 AF6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6277+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 AF6277
 AF6277  HISTORY     - Date     Condition        Report By
 AF6277  HISTORY     - 1934     MONUMENTED       CGS
 AF6277  HISTORY     - 1960     GOOD             NGS
 AF6277  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6277  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6277  HISTORY     - 19950823 MARK NOT FOUND   FLDEP
 AF6277
 AF6277                          STATION DESCRIPTION
 AF6277
 AF6277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AF6277'1.8 MI SE FROM KENANSVILLE.
 AF6277'1.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 441 FROM THE JUNCTION OF
 AF6277'STATE ROAD 523 AT KENANSVILLE, 69 FEET SOUTHWEST OF THE CENTER
 AF6277'LINE OF THE HIGHWAY, BETWEEN THE ABANDONED FLORIDA EAST COAST
 AF6277'RAILWAY BED AND THE HIGHWAY, 38 FEET NORTHEAST OF THE CENTER
 AF6277'LINE OF ABANDONED ROADBED, 41 FEET NORTHEAST OF POWER LINE POLE
 AF6277'NO. 17-568, 18 FEET EAST-NORTHEAST OF A 10-INCH LONE PINE TREE,
 AF6277'11 1/2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, ABOUT 2
 AF6277'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 AF6277'POST PROJECTING 3 INCHES.
 AF6277
 AF6277                          STATION RECOVERY (1988)
 AF6277
 AF6277'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6277'MARK NOT FOUND.
 AF6277
 AF6277                          STATION RECOVERY (1989)
 AF6277
 AF6277'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6277'MARK NOT FOUND.
 AF6277
 AF6277                          STATION RECOVERY (1995)
 AF6277
 AF6277'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (JLM)
 AF6277'NOTE THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1043 ***********************************************************************
 AQ1043  DESIGNATION -  A 61.125
 AQ1043  PID         -  AQ1043
 AQ1043  STATE/COUNTY-  FL/VOLUSIA
 AQ1043  USGS QUAD   -  FAVORETTA (1993)
 AQ1043
 AQ1043                         *CURRENT SURVEY CONTROL
 AQ1043  ___________________________________________________________________
 AQ1043* NAD 83(1986)-  29 19 58.     (N)    081 07 53.     (W)     SCALED    
 AQ1043* NAVD 88     -        18.594  (meters)      61.00   (feet)  ADJUSTED  
 AQ1043  ___________________________________________________________________
 AQ1043  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AQ1043  DYNAMIC HT  -          18.569 (meters)      60.92  (feet)  COMP
 AQ1043  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 AQ1043
 AQ1043  VERT ORDER  -  SECOND    CLASS 0
 AQ1043
 AQ1043.The horizontal coordinates were scaled from a topographic map and have
 AQ1043.an estimated accuracy of +/- 6 seconds.
 AQ1043
 AQ1043.The orthometric height was determined by differential leveling
 AQ1043.and adjusted by the National Geodetic Survey in June 1991..
 AQ1043
 AQ1043.The geoid height was determined by GEOID03.
 AQ1043
 AQ1043.The dynamic height is computed by dividing the NAVD 88
 AQ1043.geopotential number by the normal gravity value computed on the
 AQ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1043.degrees latitude (g = 980.6199 gals.).
 AQ1043
 AQ1043.The modeled gravity was interpolated from observed gravity values.
 AQ1043
 AQ1043;                    North         East    Units  Estimated Accuracy
 AQ1043;SPC FL E     -   553,920.      187,240.      MT  (+/- 180 meters Scaled)
 AQ1043
 AQ1043                          SUPERSEDED SURVEY CONTROL
 AQ1043
 AQ1043  NGVD 29 (??/??/92)   18.921  (m)           62.08   (f) ADJ UNCH    2 0
 AQ1043
 AQ1043.Superseded values are not recommended for survey control.
 AQ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1043.See file dsdata.txt to determine how the superseded data were derived.
 AQ1043
 AQ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872448(NAD 83)
 AQ1043_MARKER: DD = SURVEY DISK
 AQ1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1043_SP_SET: BRIDGE
 AQ1043_STAMPING: A 61.125
 AQ1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1043
 AQ1043  HISTORY     - Date     Condition        Report By
 AQ1043  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1043  HISTORY     - 1972     GOOD             FLDT
 AQ1043  HISTORY     - 1987     GOOD             USPSQD
 AQ1043
 AQ1043                          STATION DESCRIPTION
 AQ1043
 AQ1043'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1043'3.8 MI NW FROM ORMOND BEACH.
 AQ1043'FROM THE INTERSECTION OF SR-5A WITH U.S.-1 IN ORMOND BEACH
 AQ1043'PROCEED NW ON U.S.-1 FOR 3.7 MILES TO INTERSECTION WITH I-95,
 AQ1043'THEN SOUTH ON I-95 FOR ABOUT 0.1 MILE TO I-95 BRIDGE OVER FLORIDA
 AQ1043'EAST COAST LINE AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1043'BRASS DISK PRESET FLUSH IN THE NW END OF I-95 SOUTHBOUND LANE
 AQ1043'CONCRETE BRIDGE GUARD RAIL OVER R/R TRACKS.  SECTION 36, T13S,
 AQ1043'R31E.
 AQ1043
 AQ1043                          STATION RECOVERY (1987)
 AQ1043
 AQ1043'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH8863 ***********************************************************************
 DH8863  DESIGNATION -  A 617
 DH8863  PID         -  DH8863
 DH8863  STATE/COUNTY-  FL/OKEECHOBEE
 DH8863  USGS QUAD   -  FORT KISSIMMEE (1972)
 DH8863
 DH8863                         *CURRENT SURVEY CONTROL
 DH8863  ___________________________________________________________________
 DH8863* NAD 83(1986)-  27 35 09.     (N)    081 08 00.     (W)     SCALED    
 DH8863* NAVD 88     -        15.254  (meters)      50.05   (feet)  ADJUSTED  
 DH8863  ___________________________________________________________________
 DH8863  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DH8863  DYNAMIC HT  -          15.231 (meters)      49.97  (feet)  COMP
 DH8863  MODELED GRAV-     979,155.4   (mgal)                       NAVD 88
 DH8863
 DH8863  VERT ORDER  -  SECOND    CLASS I
 DH8863
 DH8863.The horizontal coordinates were scaled from a topographic map and have
 DH8863.an estimated accuracy of +/- 6 seconds.
 DH8863
 DH8863.The orthometric height was determined by differential leveling
 DH8863.and adjusted by the National Geodetic Survey in July 2006..
 DH8863
 DH8863.The geoid height was determined by GEOID03.
 DH8863
 DH8863.The dynamic height is computed by dividing the NAVD 88
 DH8863.geopotential number by the normal gravity value computed on the
 DH8863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8863.degrees latitude (g = 980.6199 gals.).
 DH8863
 DH8863.The modeled gravity was interpolated from observed gravity values.
 DH8863
 DH8863;                    North         East    Units  Estimated Accuracy
 DH8863;SPC FL E     -   360,320.      186,840.      MT  (+/- 180 meters Scaled)
 DH8863
 DH8863                          SUPERSEDED SURVEY CONTROL
 DH8863
 DH8863.No superseded survey control is available for this station.
 DH8863
 DH8863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML868513(NAD 83)
 DH8863_MARKER: F = FLANGE-ENCASED ROD
 DH8863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8863_STAMPING: A 617 2005
 DH8863_MARK LOGO: NGS   
 DH8863_PROJECTION: RECESSED 5 CENTIMETERS
 DH8863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8863+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 DH8863_ROD/PIPE-DEPTH: 13.5 meters
 DH8863
 DH8863  HISTORY     - Date     Condition        Report By
 DH8863  HISTORY     - 20050413 MONUMENTED       FLDEP
 DH8863
 DH8863                          STATION DESCRIPTION
 DH8863
 DH8863'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DH8863'THE MARK IS ABOUT 36.0 MI NORTHWEST OF OKEECHOBEE, 23.7 MI NORTH OF
 DH8863'BASINGER, IN SECTION  21, TOWNSHIP 33 SOUTH, RANGE 32 EAST.
 DH8863' 
 DH8863'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DH8863'700-A  (NORTHWEST 176TH AVENUE) IN BASINGER, GO NORTH ON COUNTY ROAD
 DH8863'700-A (NORTHWEST 176TH  AVENUE) FOR 5.4 MI TO THE JUNCTION OF
 DH8863'NORTHWEST 240TH STREET (COUNTY ROAD 724 EAST),  TURN LEFT ON NORTHWEST
 DH8863'240TH STREET AND GO WEST FOR 1.0 MI TO A 90 DEGREE TURN NORTH
 DH8863'(NORTHWEST 192ND AVENUE, PEAVINE TRAIL), CONTINUE NORTH ON NORTHWEST
 DH8863'192ND AVENUE  (PEAVINE TRAIL) FOR 5.1 MI TO THE ENTRANCE TO THE
 DH8863'KISSIMMEE PRAIRIE PRESERVE STATE PARK,  CONTINUE NORTH ON THE PARK
 DH8863'ROAD (PEAVINE TRAIL) FOR 2.85 MI TO A 90 DEGREE TURN LEFT  (WEST),
 DH8863'CONTINUE WEST ON THE PARK ROAD FOR 1.65 MI TO THE Y-JUNCTION OF A SAND
 DH8863'ROAD ON  THE LEFT, CONTINUE WEST ON THE SAND ROAD (ROAD NARROWS AT
 DH8863'THIS POINT) FOR 5.35 MI TO THE  MARK ON THE LEFT, A STAINLESS STEEL
 DH8863'ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.4 FT WITH A  NGS LOGO CAP
 DH8863'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF
 DH8863'THE  SAND ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW THE LEVEL OF
 DH8863'THE NGS LOGO CAP.
 DH8863' 
 DH8863'LOCATED 65.0 FT SOUTHEAST OF THE MOST WEST PALM TREE IN A ROW OF PALM
 DH8863'TREES, 23.0 FT  SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DH8863'SAND ROAD, 21.7 FT NORTHEAST OF  A WELL HEAD AND 10.7 FT NORTHEAST OF
 DH8863'ANOTHER WELL HEAD.
 DH8863' 
 DH8863'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DH8863' 
 DH8863'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5576 ***********************************************************************
 AF5576  DESIGNATION -  A 62
 AF5576  PID         -  AF5576
 AF5576  STATE/COUNTY-  FL/OKEECHOBEE
 AF5576  USGS QUAD   -  TAYLOR CREEK SE (1972)
 AF5576
 AF5576                         *CURRENT SURVEY CONTROL
 AF5576  ___________________________________________________________________
 AF5576* NAD 83(1986)-  27 16 42.     (N)    080 49 43.     (W)     SCALED    
 AF5576* NAVD 88     -         8.521  (meters)      27.96   (feet)  ADJUSTED  
 AF5576  ___________________________________________________________________
 AF5576  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AF5576  DYNAMIC HT  -           8.508 (meters)      27.91  (feet)  COMP
 AF5576  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 AF5576
 AF5576  VERT ORDER  -  SECOND    CLASS 0
 AF5576
 AF5576.The horizontal coordinates were scaled from a topographic map and have
 AF5576.an estimated accuracy of +/- 6 seconds.
 AF5576
 AF5576.The orthometric height was determined by differential leveling
 AF5576.and adjusted by the National Geodetic Survey in June 1991..
 AF5576
 AF5576.The geoid height was determined by GEOID03.
 AF5576
 AF5576.The dynamic height is computed by dividing the NAVD 88
 AF5576.geopotential number by the normal gravity value computed on the
 AF5576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5576.degrees latitude (g = 980.6199 gals.).
 AF5576
 AF5576.The modeled gravity was interpolated from observed gravity values.
 AF5576
 AF5576;                    North         East    Units  Estimated Accuracy
 AF5576;SPC FL E     -   326,260.      216,970.      MT  (+/- 180 meters Scaled)
 AF5576
 AF5576                          SUPERSEDED SURVEY CONTROL
 AF5576
 AF5576  NGVD 29 (??/??/92)    8.895  (m)           29.18   (f) ADJ UNCH    2 0
 AF5576
 AF5576.Superseded values are not recommended for survey control.
 AF5576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5576.See file dsdata.txt to determine how the superseded data were derived.
 AF5576
 AF5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL169172(NAD 83)
 AF5576_MARKER: DB = BENCH MARK DISK
 AF5576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5576_STAMPING: A 62 1934
 AF5576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5576+STABILITY: SURFACE MOTION
 AF5576
 AF5576  HISTORY     - Date     Condition        Report By
 AF5576  HISTORY     - 1934     MONUMENTED       CGS
 AF5576
 AF5576                          STATION DESCRIPTION
 AF5576
 AF5576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AF5576'2.7 MI NE FROM OKEECHOBEE.
 AF5576'2.7 MILES NORTHEAST ALONG THE ABANDONED FLORIDA EAST COAST
 AF5576'RAILWAY FROM THE STATION AT OKEECHOBEE, OKEECHOBEE COUNTY,
 AF5576'320 YARDS SOUTHWEST OF TIMBER TRESTLE 135.12, AT THE CROSSING OF
 AF5576'U.S. HIGHWAY 441, 60 FEET WEST OF THE CENTERLINE OF THE
 AF5576'HIGHWAY, 72.2 FEET SOUTHWEST OF THE SOUTHWEST HEADWALL OF A
 AF5576'30-INCH CLAY CULVERT, AND 33.3 FEET SOUTHEAST OF THE OLD
 AF5576'ROADBED.  A STANDARD DISK, STAMPED A 62 1934 AND SET IN THE
 AF5576'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9613 ***********************************************************************
 DH9613  DESIGNATION -  A 627
 DH9613  PID         -  DH9613
 DH9613  STATE/COUNTY-  FL/MIAMI-DADE
 DH9613  USGS QUAD   -  HIALEAH (1994)
 DH9613
 DH9613                         *CURRENT SURVEY CONTROL
 DH9613  ___________________________________________________________________
 DH9613* NAD 83(1986)-  25 45 45.     (N)    080 18 28.     (W)     SCALED    
 DH9613* NAVD 88     -         2.641  (meters)       8.66   (feet)  ADJUSTED  
 DH9613  ___________________________________________________________________
 DH9613  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 DH9613  DYNAMIC HT  -           2.637 (meters)       8.65  (feet)  COMP
 DH9613  MODELED GRAV-     979,033.4   (mgal)                       NAVD 88
 DH9613
 DH9613  VERT ORDER  -  FIRST     CLASS II
 DH9613
 DH9613.The horizontal coordinates were scaled from a topographic map and have
 DH9613.an estimated accuracy of +/- 6 seconds.
 DH9613
 DH9613.The orthometric height was determined by differential leveling
 DH9613.and adjusted by the National Geodetic Survey in July 2006..
 DH9613
 DH9613.Photographs are available for this station.
 DH9613
 DH9613.The geoid height was determined by GEOID03.
 DH9613
 DH9613.The dynamic height is computed by dividing the NAVD 88
 DH9613.geopotential number by the normal gravity value computed on the
 DH9613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9613.degrees latitude (g = 980.6199 gals.).
 DH9613
 DH9613.The modeled gravity was interpolated from observed gravity values.
 DH9613
 DH9613;                    North         East    Units  Estimated Accuracy
 DH9613;SPC FL E     -   158,490.      269,440.      MT  (+/- 180 meters Scaled)
 DH9613
 DH9613                          SUPERSEDED SURVEY CONTROL
 DH9613
 DH9613.No superseded survey control is available for this station.
 DH9613
 DH9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ694495(NAD 83)
 DH9613_MARKER: F = FLANGE-ENCASED ROD
 DH9613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9613_STAMPING: A 627 2005
 DH9613_MARK LOGO: NGS   
 DH9613_PROJECTION: FLUSH
 DH9613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9613+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 DH9613_ROD/PIPE-DEPTH: 11.2 meters
 DH9613
 DH9613  HISTORY     - Date     Condition        Report By
 DH9613  HISTORY     - 20050316 MONUMENTED       FLDEP
 DH9613
 DH9613                          STATION DESCRIPTION
 DH9613
 DH9613'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DH9613'THE MARK IS ABOUT 3.3 MI EAST OF SWEETWATER, 1.3 MI WEST OF COARAL
 DH9613'GABLES, IN SECTION 11,  TOWNSHIP 54 SOUTH, RANGE 40 EAST.
 DH9613' 
 DH9613'TO REACH THE MARK FROM THE HOMESTEAD EXTENSION FLORIDA TURNPIKE
 DH9613'OVERPASS EXIT  NUMBER 25 (STATE HIGHWAY 821) AND U.S. HIGHWAY 41
 DH9613'(TAMIAMI TRAIL, SW 8TH ST), IN  SWEETWATER, GO EAST ON U.S. HIGHWAY 41
 DH9613'(TAMIAMI TRAIL, SW 8TH ST) FOR 4.0 MI TO THE  OVERPASS OF THE PALMETTO
 DH9613'EXPRESSWAY (STATE HIGHWAY 826), CONTINUE EAST ON U.S.  HIGHWAY 41
 DH9613'(TAMIAMI TRAIL, SW 8TH ST) FOR 0.7 MI TO THE RAILROAD TRACKS AND THE
 DH9613'MARK ON  THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DH9613'OF 36.8 FT WITH A NGS LOGO  CAP FLUSH WITH THE GROUND AND ABOUT 0.5 FT
 DH9613'BELOW THE LEVEL OF U.S. HIGHWAY 41  EASTBOUND LANES, THE DATUM POINT
 DH9613'IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO  CAP.
 DH9613' 
 DH9613'LOCATED 157.0 FT EAST OF THE CENTERLINE OF SOUTHWEST 70TH AVENUE, 27.3
 DH9613'FT SOUTH OF THE  SOUTH CURB OF U.S. HIGHWAY 41 EASTBOUND LANES, 19.0
 DH9613'FT NORTH OF THE NORTHWEST CORNER  OF A RAILROAD JUNCTION BOX NUMBER
 DH9613'7469, 17.0 FT WEST OF THE WEST RAIL OF THE RAILROAD  TRACKS, 5.0 FT
 DH9613'SOUTH-SOUTHEAST OF THE NORTH END OF A FENCE, 2.6 FT EAST OF THE
 DH9613'NORTHEAST  CORNER OF THE REGIONS BANK PARKING LOT, 1.6 FT EAST OF THE
 DH9613'4-FOOT TALL CHAINLINK FENCE  AND 1.5 FT EAST OF A CARSONITE WITNESS
 DH9613'POST.
 DH9613' 
 DH9613'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DH9613' 
 DH9613'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6125 ***********************************************************************
 AF6125  DESIGNATION -  A 63
 AF6125  PID         -  AF6125
 AF6125  STATE/COUNTY-  FL/OSCEOLA
 AF6125  USGS QUAD   -  FORT KISSIMMEE NE (1980)
 AF6125
 AF6125                         *CURRENT SURVEY CONTROL
 AF6125  ___________________________________________________________________
 AF6125* NAD 83(1986)-  27 44 43.     (N)    081 03 14.     (W)     SCALED    
 AF6125* NAVD 88     -        21.279  (meters)      69.81   (feet)  ADJUSTED  
 AF6125  ___________________________________________________________________
 AF6125  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AF6125  DYNAMIC HT  -          21.248 (meters)      69.71  (feet)  COMP
 AF6125  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AF6125
 AF6125  VERT ORDER  -  SECOND    CLASS 0
 AF6125
 AF6125.The horizontal coordinates were scaled from a topographic map and have
 AF6125.an estimated accuracy of +/- 6 seconds.
 AF6125
 AF6125.The orthometric height was determined by differential leveling
 AF6125.and adjusted by the National Geodetic Survey in June 1991..
 AF6125.WARNING-Repeat measurements at this control monument indicate possible
 AF6125.vertical movement.
 AF6125
 AF6125.The geoid height was determined by GEOID03.
 AF6125
 AF6125.The dynamic height is computed by dividing the NAVD 88
 AF6125.geopotential number by the normal gravity value computed on the
 AF6125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6125.degrees latitude (g = 980.6199 gals.).
 AF6125
 AF6125.The modeled gravity was interpolated from observed gravity values.
 AF6125
 AF6125;                    North         East    Units  Estimated Accuracy
 AF6125;SPC FL E     -   377,980.      194,690.      MT  (+/- 180 meters Scaled)
 AF6125
 AF6125                          SUPERSEDED SURVEY CONTROL
 AF6125
 AF6125  NGVD 29 (??/??/92)   21.647  (m)           71.02   (f) ADJ UNCH    2 0
 AF6125
 AF6125.Superseded values are not recommended for survey control.
 AF6125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6125.See file dsdata.txt to determine how the superseded data were derived.
 AF6125
 AF6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML946689(NAD 83)
 AF6125_MARKER: DB = BENCH MARK DISK
 AF6125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6125_STAMPING: A 63 1934
 AF6125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6125+STABILITY: SURFACE MOTION
 AF6125
 AF6125  HISTORY     - Date     Condition        Report By
 AF6125  HISTORY     - 1934     MONUMENTED       CGS
 AF6125  HISTORY     - 1960     POOR             NGS
 AF6125
 AF6125                          STATION DESCRIPTION
 AF6125
 AF6125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AF6125'41.6 MI W FROM VERO BEACH.
 AF6125'41.55 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CROSSING
 AF6125'OF THE ATLANTIC COAST LINE RAILROAD AT VERO BEACH, ABOUT 9.6
 AF6125'MILES NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 441 AT YEEHAW
 AF6125'JUNCTION, 0.15 MILE SOUTHEAST OF THE SOUTHEAST EDGE OF EXTENSIVE
 AF6125'FARM LAND AREA WITH LEVEES AROUND CULTIVATED FIELDS, 2.05
 AF6125'MILES NORTHWEST OF THE INTERSECTION OF PEAVINE TRAIL, 42 FEET
 AF6125'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 165 FEET SOUTHEAST OF
 AF6125'POWER LINE POLE 17-309, 8 FEET SOUTHWEST OF A RIGHT-OF-WAY
 AF6125'FENCE LINE, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT
 AF6125'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 AF6125'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE POST IS LOOSE
 AF6125'IN THE GROUND AND MAY BE BROKEN OFF BELOW THE SURFACE.  USE
 AF6125'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6012 ***********************************************************************
 AF6012  DESIGNATION -  A 64
 AF6012  PID         -  AF6012
 AF6012  STATE/COUNTY-  FL/POLK
 AF6012  USGS QUAD   -  LAKE WALES (1993)
 AF6012
 AF6012                         *CURRENT SURVEY CONTROL
 AF6012  ___________________________________________________________________
 AF6012* NAD 83(1986)-  27 58 53.     (N)    081 36 56.     (W)     SCALED    
 AF6012* NAVD 88     -        39.007  (meters)     127.98   (feet)  ADJUSTED  
 AF6012  ___________________________________________________________________
 AF6012  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AF6012  DYNAMIC HT  -          38.949 (meters)     127.79  (feet)  COMP
 AF6012  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 AF6012
 AF6012  VERT ORDER  -  SECOND    CLASS 0
 AF6012
 AF6012.The horizontal coordinates were scaled from a topographic map and have
 AF6012.an estimated accuracy of +/- 6 seconds.
 AF6012
 AF6012.The orthometric height was determined by differential leveling
 AF6012.and adjusted by the National Geodetic Survey in June 1991..
 AF6012
 AF6012.The geoid height was determined by GEOID03.
 AF6012
 AF6012.The dynamic height is computed by dividing the NAVD 88
 AF6012.geopotential number by the normal gravity value computed on the
 AF6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6012.degrees latitude (g = 980.6199 gals.).
 AF6012
 AF6012.The modeled gravity was interpolated from observed gravity values.
 AF6012
 AF6012;                    North         East    Units  Estimated Accuracy
 AF6012;SPC FL W     -   404,210.      237,820.      MT  (+/- 180 meters Scaled)
 AF6012
 AF6012                          SUPERSEDED SURVEY CONTROL
 AF6012
 AF6012  NGVD 29 (??/??/92)   39.286  (m)          128.89   (f) ADJ UNCH    2 0
 AF6012
 AF6012.Superseded values are not recommended for survey control.
 AF6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6012.See file dsdata.txt to determine how the superseded data were derived.
 AF6012
 AF6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML394952(NAD 83)
 AF6012_MARKER: DB = BENCH MARK DISK
 AF6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6012_STAMPING: A 64 1934
 AF6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6012+STABILITY: SURFACE MOTION
 AF6012
 AF6012  HISTORY     - Date     Condition        Report By
 AF6012  HISTORY     - 1934     MONUMENTED       CGS
 AF6012  HISTORY     - 1958     MARK NOT FOUND   NGS
 AF6012  HISTORY     - 19990302 MARK NOT FOUND   USPSQD
 AF6012  HISTORY     - 20030916 MARK NOT FOUND   FL-105
 AF6012  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AF6012
 AF6012                          STATION DESCRIPTION
 AF6012
 AF6012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AF6012'2.4 MI N FROM MOUNTAIN LAKE.
 AF6012'2.4 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AF6012'MOUNTAIN LAKE, POLK COUNTY, AT WAVERLY, 0.4 MILE SOUTH OF
 AF6012'MILEPOST 9, 45 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 AF6012'23.7 FEET EAST OF A SIDETRACK SWITCH, AND 17 FEET WEST OF THE
 AF6012'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 64 1934 AND SET
 AF6012'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 AF6012
 AF6012                          STATION RECOVERY (1999)
 AF6012
 AF6012'RECOVERY NOTE BY US POWER SQUADRON 1999
 AF6012'MARK NOT FOUND.
 AF6012
 AF6012                          STATION RECOVERY (2003)
 AF6012
 AF6012'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF6012'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AF6012'DEPARTMENT.
 AF6012
 AF6012                          STATION RECOVERY (2005)
 AF6012
 AF6012'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AF6012'RAILROAD TRACKS HAVE BEEN REMOVED AND ORANGE ORCHARD IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5494 ***********************************************************************
 AF5494  DESIGNATION -  A 65
 AF5494  PID         -  AF5494
 AF5494  STATE/COUNTY-  FL/HIGHLANDS
 AF5494  USGS QUAD   -  SEBRING (1972)
 AF5494
 AF5494                         *CURRENT SURVEY CONTROL
 AF5494  ___________________________________________________________________
 AF5494* NAD 83(1999)-  27 27 01.82840(N)    081 24 09.61352(W)     ADJUSTED  
 AF5494* NAVD 88     -        30.363  (meters)      99.62   (feet)  ADJUSTED  
 AF5494  ___________________________________________________________________
 AF5494  X           -     846,715.058 (meters)                     COMP
 AF5494  Y           -  -5,600,407.804 (meters)                     COMP
 AF5494  Z           -   2,922,606.703 (meters)                     COMP
 AF5494  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AF5494  ELLIP HEIGHT-           4.59  (meters)          (06/19/01) GPS OBS
 AF5494  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AF5494  DYNAMIC HT  -          30.317 (meters)      99.47  (feet)  COMP
 AF5494  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 AF5494
 AF5494  HORZ ORDER  -  FIRST
 AF5494  VERT ORDER  -  SECOND    CLASS 0
 AF5494  ELLP ORDER  -  FOURTH    CLASS I
 AF5494
 AF5494.The horizontal coordinates were established by GPS observations
 AF5494.and adjusted by the National Geodetic Survey in June 2001..
 AF5494
 AF5494.The orthometric height was determined by differential leveling
 AF5494.and adjusted by the National Geodetic Survey in June 1991..
 AF5494
 AF5494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF5494
 AF5494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF5494
 AF5494.The ellipsoidal height was determined by GPS observations
 AF5494.and is referenced to NAD 83.
 AF5494
 AF5494.The geoid height was determined by GEOID03.
 AF5494
 AF5494.The dynamic height is computed by dividing the NAVD 88
 AF5494.geopotential number by the normal gravity value computed on the
 AF5494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5494.degrees latitude (g = 980.6199 gals.).
 AF5494
 AF5494.The modeled gravity was interpolated from observed gravity values.
 AF5494
 AF5494;                    North         East     Units Scale Factor Converg.
 AF5494;SPC FL E     -   345,385.056   160,195.644   MT  0.99996073   -0 11 08.3
 AF5494;SPC FL E     - 1,133,150.80    525,575.21   sFT  0.99996073   -0 11 08.3
 AF5494;UTM  17      - 3,036,399.194   460,209.225   MT  0.99961954   -0 11 08.3
 AF5494
 AF5494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF5494!SPC FL E     -   0.99999928  x   0.99996073  =   0.99996001
 AF5494!UTM  17      -   0.99999928  x   0.99961954  =   0.99961882
 AF5494
 AF5494                          SUPERSEDED SURVEY CONTROL
 AF5494
 AF5494  NAD 83(1990)-  27 27 01.82731(N)    081 24 09.61295(W) AD(       ) 1
 AF5494  ELLIP H (11/23/93)    4.54   (m)                       GP(       ) 3 2
 AF5494  NAD 83(1990)-  27 27 01.82014(N)    081 24 09.61407(W) AD(       ) 2
 AF5494  NAD 83(1986)-  27 27 01.82145(N)    081 24 09.63096(W) AD(       ) 2
 AF5494  NAD 27      -  27 27 00.68050(N)    081 24 10.36301(W) AD(       ) 2
 AF5494  NAVD 88 (11/23/93)   30.36   (m)           99.6    (f) LEVELING    3  
 AF5494  NGVD 29 (??/??/92)   30.689  (m)          100.69   (f) ADJ UNCH    2 0
 AF5494
 AF5494.Superseded values are not recommended for survey control.
 AF5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5494.See file dsdata.txt to determine how the superseded data were derived.
 AF5494
 AF5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6020936399(NAD 83)
 AF5494_MARKER: DB = BENCH MARK DISK
 AF5494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5494_SP_SET: CONCRETE POST
 AF5494_STAMPING: A 65 1934
 AF5494_MARK LOGO: CGS   
 AF5494_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF5494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5494+STABILITY: SURFACE MOTION
 AF5494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF5494+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1993
 AF5494
 AF5494  HISTORY     - Date     Condition        Report By
 AF5494  HISTORY     - 1945     MONUMENTED       CGS
 AF5494  HISTORY     - 1950     GOOD             NGS
 AF5494  HISTORY     - 1978     GOOD             NGS
 AF5494  HISTORY     - 1989     GOOD             USPSQD
 AF5494  HISTORY     - 19920709 GOOD
 AF5494  HISTORY     - 19930219 GOOD             KEISCH
 AF5494
 AF5494                          STATION DESCRIPTION
 AF5494
 AF5494'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AF5494'SEE STATION DESOTO STATION
 AF5494
 AF5494                          STATION RECOVERY (1950)
 AF5494
 AF5494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AF5494'4.4 MI SE FROM SEBRING.
 AF5494'4.4MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AF5494'THE STATION AT SEBRING, HIGHLAND COUNTY, 60.3 FEET NORTHEAST
 AF5494'OF THE NORTHEAST CORNER OF THE STATION AT DE SOTO CITY, 43 FEET
 AF5494'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 8, 29 FEET NORTHEAST
 AF5494'OF THE NORTHEAST RAIL, 11 FEET SOUTHEAST OF A POLE AND SET IN
 AF5494'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 AF5494
 AF5494                          STATION RECOVERY (1978)
 AF5494
 AF5494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AF5494'5.05 MILES SOUTH, EAST AND SOUTH ALONG STATE ROAD S-17 FROM THE
 AF5494'TRAFFIC CIRCLE IN SEBRING, 53.0 FEET NORTHWEST OF THE CENTER OF
 AF5494'RAILROAD CROSSING, 43.0 FEET WEST OF THE CENTER OF STATE ROAD S-17,
 AF5494'29.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, AND 30.5
 AF5494'FEET WEST-NORTHWEST OF A RAILROAD CROSSING SIGN.
 AF5494
 AF5494                          STATION RECOVERY (1989)
 AF5494
 AF5494'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEM)
 AF5494'RECOVERED IN GOOD CONDITION.
 AF5494
 AF5494                          STATION RECOVERY (1992)
 AF5494
 AF5494'RECOVERED 1992
 AF5494'RECOVERED IN GOOD CONDITION.
 AF5494
 AF5494                          STATION RECOVERY (1993)
 AF5494
 AF5494'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993
 AF5494'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH OF SEBRING IN THE
 AF5494'NORTH RIGHT-OF-WAY OF THE SEABOARD COASTLINE RAILROAD IN SECTION 10,
 AF5494'TOWNSHIP 35 SOUTH, RANGE 29 EAST, HIGHLANDS COUNTY, FLORIDA.
 AF5494'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND U.S. 98,
 AF5494'SOUTH OF SEBRING, GO EAST ON U.S. 98 FOR FOR 0.2 MI (0.3 KM) TO THE
 AF5494'INTERSECTION WITH C.R. 17. TURN LEFT AND GO NORTH ON C.R. 17 FOR 1.9
 AF5494'MI (3.1 KM) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT. THE
 AF5494'STATION LIES 31.5 FT (9.6 M) NORTHEAST OF THE CENTERLINE OF THE
 AF5494'TRACKS, 26.5 FT (8.1 M) NORTH OF A RAILROAD CROSSING SIGNAL POST,
 AF5494'34.7 FT (10.6 M) WEST OF THE NORTHWEST EDGE OF PAVEMENT, AND 0.7 FT
 AF5494'(0.2 M) SOUTHWEST OF A METAL WITNESS POST.
 AF5494'THE STATION IS A USCGS BENCHMARK DISC SET IN A SQUARE CONCRETE
 AF5494'MONUMENT PROJECTING 0.7 FT (0.2 M) ABOVE GROUND STAMPED A 65 1934.
 AF5494'REFERENCES--
 AF5494'KEITH AND SCHNARS NAIL AND DISC, SET IN A WOOD DROP POLE WITH METER,
 AF5494'MAGNETIC AZIMUTH OF 231 DEGREES AT 64.48 FT (19.65 M) .
 AF5494'SET AN X-CUT IN THE WEST CORNER OF A CONCRETE PAD FOR A RAILROAD
 AF5494'CROSSING SIGNAL POST, MAGNETIC AZIMUTH OF 163 DEGREES AT 26.48 FT
 AF5494'(8.07 M) .
 AF5494'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AF5494'AZIMUTH OF 121 DEGREES AT 35.05 FT (10.68 M) .
 AF5494'KEITH AND SCHNARS NAIL AND DISC, SET IN AN 8 INCH DIAMETER OAK TREE,
 AF5494'MAGNETIC AZIMUTH OF 87 DEGREES AT 96.27 FT (29.34 M) .
 AF5494'FOUND METAL WITNESS POST, 0.7 FT (0.2 M) NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6037 ***********************************************************************
 AF6037  DESIGNATION -  A 66
 AF6037  PID         -  AF6037
 AF6037  STATE/COUNTY-  FL/HARDEE
 AF6037  USGS QUAD   -  WAUCHULA (1993)
 AF6037
 AF6037                         *CURRENT SURVEY CONTROL
 AF6037  ___________________________________________________________________
 AF6037* NAD 83(1986)-  27 35 41.     (N)    081 51 59.     (W)     SCALED    
 AF6037* NAVD 88     -        33.945  (meters)     111.37   (feet)  ADJUSTED  
 AF6037  ___________________________________________________________________
 AF6037  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AF6037  DYNAMIC HT  -          33.894 (meters)     111.20  (feet)  COMP
 AF6037  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 AF6037
 AF6037  VERT ORDER  -  SECOND    CLASS 0
 AF6037
 AF6037.The horizontal coordinates were scaled from a topographic map and have
 AF6037.an estimated accuracy of +/- 6 seconds.
 AF6037
 AF6037.The orthometric height was determined by differential leveling
 AF6037.and adjusted by the National Geodetic Survey in June 1991..
 AF6037
 AF6037.The geoid height was determined by GEOID03.
 AF6037
 AF6037.The dynamic height is computed by dividing the NAVD 88
 AF6037.geopotential number by the normal gravity value computed on the
 AF6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6037.degrees latitude (g = 980.6199 gals.).
 AF6037
 AF6037.The modeled gravity was interpolated from observed gravity values.
 AF6037
 AF6037;                    North         East    Units  Estimated Accuracy
 AF6037;SPC FL W     -   361,310.      213,190.      MT  (+/- 180 meters Scaled)
 AF6037
 AF6037                          SUPERSEDED SURVEY CONTROL
 AF6037
 AF6037  NGVD 29 (??/??/92)   34.238  (m)          112.33   (f) ADJ UNCH    2 0
 AF6037
 AF6037.Superseded values are not recommended for survey control.
 AF6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6037.See file dsdata.txt to determine how the superseded data were derived.
 AF6037
 AF6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML144526(NAD 83)
 AF6037_MARKER: DB = BENCH MARK DISK
 AF6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6037_STAMPING: A 66 1934
 AF6037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6037+STABILITY: SURFACE MOTION
 AF6037
 AF6037  HISTORY     - Date     Condition        Report By
 AF6037  HISTORY     - 1934     MONUMENTED       CGS
 AF6037  HISTORY     - 1954     GOOD             NGS
 AF6037  HISTORY     - 20031002 MARK NOT FOUND   FL-105
 AF6037  HISTORY     - 20031203 MARK NOT FOUND   USPSQD
 AF6037
 AF6037                          STATION DESCRIPTION
 AF6037
 AF6037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AF6037'6.5 MI W FROM WAUCHULA.
 AF6037'6.5 MILES WEST ALONG STATE HIGHWAY 64 (FORMERLY 32) FROM THE
 AF6037'CITY HALL AT WAUCHULA, 4.5 MILE EAST OF THE CROSSING OF THE
 AF6037'SEABOARD AIR LINE RAILROAD AT FORT GREEN SPRINGS, 71 FEET EAST
 AF6037'OF THE PUMP AT THE ALBRETTON SERVICE STATION, AND 40 FEET
 AF6037'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 AF6037'A 66 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AF6037'ABOUT 4 INCHES ABOVE GROUND.
 AF6037
 AF6037                          STATION RECOVERY (2003)
 AF6037
 AF6037'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF6037'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AF6037'DEPARTMENT.
 AF6037
 AF6037                          STATION RECOVERY (2003)
 AF6037
 AF6037'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF6037'NO GAS STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6050 ***********************************************************************
 AF6050  DESIGNATION -  A 67
 AF6050  PID         -  AF6050
 AF6050  STATE/COUNTY-  FL/HARDEE
 AF6050  USGS QUAD   -  FT GREEN (1987)
 AF6050
 AF6050                         *CURRENT SURVEY CONTROL
 AF6050  ___________________________________________________________________
 AF6050* NAD 83(1986)-  27 35 21.     (N)    081 56 19.     (W)     SCALED    
 AF6050* NAVD 88     -        35.348  (meters)     115.97   (feet)  ADJUSTED  
 AF6050  ___________________________________________________________________
 AF6050  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AF6050  DYNAMIC HT  -          35.295 (meters)     115.80  (feet)  COMP
 AF6050  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 AF6050
 AF6050  VERT ORDER  -  SECOND    CLASS 0
 AF6050
 AF6050.The horizontal coordinates were scaled from a topographic map and have
 AF6050.an estimated accuracy of +/- 6 seconds.
 AF6050
 AF6050.The orthometric height was determined by differential leveling
 AF6050.and adjusted by the National Geodetic Survey in June 1991..
 AF6050
 AF6050.The geoid height was determined by GEOID03.
 AF6050
 AF6050.The dynamic height is computed by dividing the NAVD 88
 AF6050.geopotential number by the normal gravity value computed on the
 AF6050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6050.degrees latitude (g = 980.6199 gals.).
 AF6050
 AF6050.The modeled gravity was interpolated from observed gravity values.
 AF6050
 AF6050;                    North         East    Units  Estimated Accuracy
 AF6050;SPC FL W     -   360,690.      206,060.      MT  (+/- 180 meters Scaled)
 AF6050
 AF6050                          SUPERSEDED SURVEY CONTROL
 AF6050
 AF6050  NGVD 29 (??/??/92)   35.638  (m)          116.92   (f) ADJ UNCH    2 0
 AF6050
 AF6050.Superseded values are not recommended for survey control.
 AF6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6050.See file dsdata.txt to determine how the superseded data were derived.
 AF6050
 AF6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML073520(NAD 83)
 AF6050_MARKER: DB = BENCH MARK DISK
 AF6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6050_STAMPING: A 67 1934
 AF6050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6050+STABILITY: SURFACE MOTION
 AF6050
 AF6050  HISTORY     - Date     Condition        Report By
 AF6050  HISTORY     - 1934     MONUMENTED       CGS
 AF6050  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AF6050  HISTORY     - 20031203 MARK NOT FOUND   USPSQD
 AF6050
 AF6050                          STATION DESCRIPTION
 AF6050
 AF6050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AF6050'AT FORT GREEN SPRINGS.
 AF6050'AT FORT GREEN SPRINGS, HARDEE COUNTY, ON THE SEABOARD AIR LINE
 AF6050'RAILROAD, 240 FEET SOUTH OF THE STATION, 56 YARDS NORTHWEST OF
 AF6050'THE SWITCH OF A SIDE TRACK, 55 YARDS SOUTHWEST OF MILEPOST 858,
 AF6050'AND 33.8 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD
 AF6050'DISK, STAMPED A 67 1934 AND SET IN THE TOP OF A CONCRETE POST
 AF6050'PROJECTING 4 INCHES ABOVE GROUND.
 AF6050
 AF6050                          STATION RECOVERY (1997)
 AF6050
 AF6050'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6050'MARK NOT FOUND.
 AF6050
 AF6050                          STATION RECOVERY (2003)
 AF6050
 AF6050'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF6050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2404 ***********************************************************************
 AC2404  DESIGNATION -  A 7
 AC2404  PID         -  AC2404
 AC2404  STATE/COUNTY-  FL/MIAMI-DADE
 AC2404  USGS QUAD   -  
 AC2404
 AC2404                         *CURRENT SURVEY CONTROL
 AC2404  ___________________________________________________________________
 AC2404* NAD 83(1986)-  25 57 48.     (N)    080 07 10.     (W)     SCALED    
 AC2404* NAVD 88     -         2.505  (meters)       8.22   (feet)  ADJUSTED  
 AC2404  ___________________________________________________________________
 AC2404  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2404  DYNAMIC HT  -           2.501 (meters)       8.21  (feet)  COMP
 AC2404  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 AC2404
 AC2404  VERT ORDER  -  SECOND    CLASS 0
 AC2404
 AC2404.The horizontal coordinates were scaled from a topographic map and have
 AC2404.an estimated accuracy of +/- 6 seconds.
 AC2404
 AC2404.The orthometric height was determined by differential leveling
 AC2404.and adjusted by the National Geodetic Survey in June 1991..
 AC2404
 AC2404.The geoid height was determined by GEOID03.
 AC2404
 AC2404.The dynamic height is computed by dividing the NAVD 88
 AC2404.geopotential number by the normal gravity value computed on the
 AC2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2404.degrees latitude (g = 980.6199 gals.).
 AC2404
 AC2404.The modeled gravity was interpolated from observed gravity values.
 AC2404
 AC2404;                    North         East    Units  Estimated Accuracy
 AC2404;SPC FL E     -   180,850.      288,180.      MT  (+/- 180 meters Scaled)
 AC2404
 AC2404                          SUPERSEDED SURVEY CONTROL
 AC2404
 AC2404  NGVD 29 (??/??/92)    2.984  (m)            9.79   (f) ADJ UNCH    2 0
 AC2404
 AC2404.Superseded values are not recommended for survey control.
 AC2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2404.See file dsdata.txt to determine how the superseded data were derived.
 AC2404
 AC2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881719(NAD 83)
 AC2404_MARKER: Z = SEE DESCRIPTION
 AC2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2404_STAMPING: DWC BM A 7
 AC2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2404+STABILITY: SURFACE MOTION
 AC2404
 AC2404  HISTORY     - Date     Condition        Report By
 AC2404  HISTORY     - UNK      MONUMENTED       FL-025
 AC2404  HISTORY     - 1970     GOOD             NGS
 AC2404  HISTORY     - 1973     GOOD             NGS
 AC2404  HISTORY     - 19870803 MARK NOT FOUND   USPSQD
 AC2404
 AC2404                          STATION DESCRIPTION
 AC2404
 AC2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2404'2.3 MI N FROM SUNNY ISLES.
 AC2404'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AC2404'OF STATE HIGHWAY 826 AT SUNNY ISLES, AT GOLDEN BEACH, IN THE
 AC2404'MEDIAN BETWEEN THE LANES OF THE HIGHWAY, 44 1/2 FEET SOUTH OF
 AC2404'THE EXTENDED CENTER LINE OF RAVENNA AVENUE, 8.5 FEET WEST OF THE
 AC2404'WEST CURB OF THE NORTHBOUND LANE OF THE HIGHWAY, 3.4 FEET EAST
 AC2404'OF THE EAST CURB OF THE SOUTHBOUND LANE OF THE HIGHWAY, 3 FEET
 AC2404'WEST OF A LIGHTPOLE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET
 AC2404'IN THE TOP OF A CONCRETE POST 5 INCHES BELOW THE LEVEL OF THE
 AC2404'GROUND.
 AC2404
 AC2404                          STATION RECOVERY (1973)
 AC2404
 AC2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2404'RECOVERED IN GOOD CONDITION.
 AC2404
 AC2404                          STATION RECOVERY (1987)
 AC2404
 AC2404'RECOVERY NOTE BY US POWER SQUADRON 1987 (LR)
 AC2404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1416 ***********************************************************************
 AR1416  DESIGNATION -  A 7 FLDNR
 AR1416  PID         -  AR1416
 AR1416  STATE/COUNTY-  FL/DIXIE
 AR1416  USGS QUAD   -  VISTA (1993)
 AR1416
 AR1416                         *CURRENT SURVEY CONTROL
 AR1416  ___________________________________________________________________
 AR1416* NAD 83(1986)-  29 27 59.     (N)    083 00 59.     (W)     SCALED    
 AR1416* NAVD 88     -         4.862  (meters)      15.95   (feet)  ADJUSTED  
 AR1416  ___________________________________________________________________
 AR1416  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AR1416  DYNAMIC HT  -           4.855 (meters)      15.93  (feet)  COMP
 AR1416  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AR1416
 AR1416  VERT ORDER  -  SECOND    CLASS I
 AR1416
 AR1416.The horizontal coordinates were scaled from a topographic map and have
 AR1416.an estimated accuracy of +/- 6 seconds.
 AR1416
 AR1416.The orthometric height was determined by differential leveling
 AR1416.and adjusted by the National Geodetic Survey in June 1991..
 AR1416
 AR1416.The geoid height was determined by GEOID03.
 AR1416
 AR1416.The dynamic height is computed by dividing the NAVD 88
 AR1416.geopotential number by the normal gravity value computed on the
 AR1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1416.degrees latitude (g = 980.6199 gals.).
 AR1416
 AR1416.The modeled gravity was interpolated from observed gravity values.
 AR1416
 AR1416;                    North         East    Units  Estimated Accuracy
 AR1416;SPC FL N     -    52,640.      743,910.      MT  (+/- 180 meters Scaled)
 AR1416
 AR1416                          SUPERSEDED SURVEY CONTROL
 AR1416
 AR1416.No superseded survey control is available for this station.
 AR1416
 AR1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN044613(NAD 83)
 AR1416_MARKER: DB = BENCH MARK DISK
 AR1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1416_SP_SET: CONCRETE POST
 AR1416_STAMPING: DNR A7
 AR1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1416+STABILITY: SURFACE MOTION
 AR1416
 AR1416  HISTORY     - Date     Condition        Report By
 AR1416  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1416  HISTORY     - 1989     GOOD             USPSQD
 AR1416
 AR1416                          STATION DESCRIPTION
 AR1416
 AR1416'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1416'9.0 MI SW FROM OLD TOWN.
 AR1416'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1416'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT 9.0
 AR1416'MILES.
 AR1416'ABOUT 47 FEET N35W FROM THE CENTERLINE OF SR349 ABOUT 187 FEET N20E
 AR1416'FROM A POWER POLE.
 AR1416'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1416'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1416
 AR1416                          STATION RECOVERY (1989)
 AR1416
 AR1416'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0285 ***********************************************************************
 AA0285  DESIGNATION -  A 70
 AA0285  PID         -  AA0285
 AA0285  STATE/COUNTY-  FL/MONROE
 AA0285  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0285
 AA0285                         *CURRENT SURVEY CONTROL
 AA0285  ___________________________________________________________________
 AA0285* NAD 83(1986)-  24 41 25.     (N)    081 12 10.     (W)     SCALED    
 AA0285* NAVD 88     -         5.881  (meters)      19.29   (feet)  ADJUSTED  
 AA0285  ___________________________________________________________________
 AA0285  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AA0285  DYNAMIC HT  -           5.871 (meters)      19.26  (feet)  COMP
 AA0285  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 AA0285
 AA0285  VERT ORDER  -  FIRST     CLASS II
 AA0285
 AA0285.The horizontal coordinates were scaled from a topographic map and have
 AA0285.an estimated accuracy of +/- 6 seconds.
 AA0285
 AA0285.The orthometric height was determined by differential leveling
 AA0285.and adjusted by the National Geodetic Survey in June 1991..
 AA0285
 AA0285.The geoid height was determined by GEOID03.
 AA0285
 AA0285.The dynamic height is computed by dividing the NAVD 88
 AA0285.geopotential number by the normal gravity value computed on the
 AA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0285.degrees latitude (g = 980.6199 gals.).
 AA0285
 AA0285.The modeled gravity was interpolated from observed gravity values.
 AA0285
 AA0285;                    North         East    Units  Estimated Accuracy
 AA0285;SPC FL E     -    39,550.      179,480.      MT  (+/- 180 meters Scaled)
 AA0285
 AA0285                          SUPERSEDED SURVEY CONTROL
 AA0285
 AA0285  NGVD 29 (??/??/92)    6.29   (m)           20.6    (f) COMPUTED    1 2
 AA0285
 AA0285.Superseded values are not recommended for survey control.
 AA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0285.See file dsdata.txt to determine how the superseded data were derived.
 AA0285
 AA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH794306(NAD 83)
 AA0285_MARKER: DB = BENCH MARK DISK
 AA0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0285_SP_SET: BRIDGE
 AA0285_STAMPING: A-70--1934
 AA0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0285
 AA0285  HISTORY     - Date     Condition        Report By
 AA0285  HISTORY     - 1934     MONUMENTED       CGS
 AA0285
 AA0285                          STATION DESCRIPTION
 AA0285
 AA0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AA0285'7.1 MI SW FROM MARATHON.
 AA0285'7.1 MILES SOUTHWEST OF, ALONG F.E. C. RWY. THE RAILROAD STATION
 AA0285'AT MARATHON, 360 YARDS WEST OF MILE POST JAX.-481, AT THE
 AA0285'SOUTHWEST END OF THE STEEL GIRDER BRIDGE, IN THE HEADWALL TO THE
 AA0285'SOUTH WEST STEEL GIRDER, OVER SECOND PIER FROM NORTHEAST END
 AA0285'OF THE CONCRETE ARCH BRIDGE WHERE IT JOINS TO STEEL GIRDER
 AA0285'SECTION, 3.2 FT. SOUTH OF SOUTH RAIL OF TRACK.  STANDARD TABLET
 AA0285'SET FLUSH IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2819 ***********************************************************************
 AD2819  DESIGNATION -  A 71
 AD2819  PID         -  AD2819
 AD2819  STATE/COUNTY-  FL/PALM BEACH
 AD2819  USGS QUAD   -  PALM BEACH (1983)
 AD2819
 AD2819                         *CURRENT SURVEY CONTROL
 AD2819  ___________________________________________________________________
 AD2819* NAD 83(1986)-  26 41 52.     (N)    080 03 18.     (W)     SCALED    
 AD2819* NAVD 88     -         5.260  (meters)      17.26   (feet)  ADJUSTED  
 AD2819  ___________________________________________________________________
 AD2819  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AD2819  DYNAMIC HT  -           5.252 (meters)      17.23  (feet)  COMP
 AD2819  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 AD2819
 AD2819  VERT ORDER  -  FIRST     CLASS II
 AD2819
 AD2819.The horizontal coordinates were scaled from a topographic map and have
 AD2819.an estimated accuracy of +/- 6 seconds.
 AD2819
 AD2819.The orthometric height was determined by differential leveling
 AD2819.and adjusted by the National Geodetic Survey in June 1991..
 AD2819.WARNING-Repeat measurements at this control monument indicate possible
 AD2819.vertical movement.
 AD2819
 AD2819.The geoid height was determined by GEOID03.
 AD2819
 AD2819.The dynamic height is computed by dividing the NAVD 88
 AD2819.geopotential number by the normal gravity value computed on the
 AD2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2819.degrees latitude (g = 980.6199 gals.).
 AD2819
 AD2819.The modeled gravity was interpolated from observed gravity values.
 AD2819
 AD2819;                    North         East    Units  Estimated Accuracy
 AD2819;SPC FL E     -   262,270.      294,040.      MT  (+/- 180 meters Scaled)
 AD2819
 AD2819                          SUPERSEDED SURVEY CONTROL
 AD2819
 AD2819  NGVD 29 (09/01/92)    5.725  (m)           18.78   (f) ADJUSTED    1 2
 AD2819
 AD2819.Superseded values are not recommended for survey control.
 AD2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2819.See file dsdata.txt to determine how the superseded data were derived.
 AD2819
 AD2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940533(NAD 83)
 AD2819_MARKER: DB = BENCH MARK DISK
 AD2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2819_SP_SET: CONCRETE POST
 AD2819_STAMPING: A 71 1934
 AD2819_MARK LOGO: CGS   
 AD2819_PROJECTION: FLUSH
 AD2819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2819+STABILITY: SURFACE MOTION
 AD2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2819+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 AD2819
 AD2819  HISTORY     - Date     Condition        Report By
 AD2819  HISTORY     - 1934     MONUMENTED       CGS
 AD2819  HISTORY     - 1965     GOOD             NGS
 AD2819  HISTORY     - 1973     GOOD             NGS
 AD2819  HISTORY     - 1979     GOOD             NGS
 AD2819  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2819  HISTORY     - 19910115 GOOD             NGS
 AD2819  HISTORY     - 20020408 GOOD             USPSQD
 AD2819  HISTORY     - 20020514 GOOD             MAPTEC
 AD2819  HISTORY     - 20040408 GOOD             USPSQD
 AD2819  HISTORY     - 20050408 GOOD             USPSQD
 AD2819  HISTORY     - 20060425 GOOD             USPSQD
 AD2819
 AD2819                          STATION DESCRIPTION
 AD2819
 AD2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2819'AT WEST PALM BEACH.
 AD2819'AT WEST PALM BEACH, ABOUT 1.45 MILE SOUTH ALONG THE FLORIDA EAST
 AD2819'COAST RAILWAY FROM THE PASSENGER STATION, IN SECTION 28, R 43 E,
 AD2819'T 43 S, 0.4 MILE SOUTH OF MILEPOST 300, AT THE CROSSING OF PARK
 AD2819'PLACE, 150.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AD2819'NORTHBOUND TRACK, 22.5 FEET NORTH OF THE NORTH CURB OF PARK
 AD2819'PLACE, 26.0 FEET WEST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE
 AD2819'BLOCK BUILDING, 1.5 FEET SOUTH OF THE SOUTH SIDE OF BUILDING,
 AD2819'2.5 FEET SOUTHEAST OF THE EAST SIDE OF A DOOR ON THE SOUTH SIDE
 AD2819'OF BUILDING, ABOUT 1 FOOT ABOVE THE LEVEL OF PARK PLACE, AND SET
 AD2819'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE
 AD2819'RAILWAY PASSENGER STATION NO LONGER EXISTS.
 AD2819
 AD2819                          STATION RECOVERY (1973)
 AD2819
 AD2819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2819'RECOVERED IN GOOD CONDITION.
 AD2819
 AD2819                          STATION RECOVERY (1979)
 AD2819
 AD2819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD2819'RECOVERED IN GOOD CONDITION.
 AD2819
 AD2819                          STATION RECOVERY (1987)
 AD2819
 AD2819'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2819'MARK NOT FOUND.
 AD2819
 AD2819                          STATION RECOVERY (1991)
 AD2819
 AD2819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2819'IN WEST PALM BEACH, AT 429 PARK PLACE, 45.0 M (147.6 FT) EAST OF THE
 AD2819'NEAR RAIL OF THE FLORIDA EAST COAST RAILROAD, 15.3 M (50.2 FT) EAST
 AD2819'OF THE SOUTHWEST CORNER OF PALM BEACH COUNTY SERVICES OFFICES AT 429
 AD2819'PARK PLACE, 8.1 M (26.6 FT) WEST OF THE SOUTHEAST CORNER OF THE
 AD2819'BUILDING, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND THE SOUTH FACE
 AD2819'OF THE BUILDING, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 AD2819'GROUND SURFACE.
 AD2819
 AD2819                          STATION RECOVERY (2002)
 AD2819
 AD2819'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2819'THERE IS NO LONGER A DOOR ON THE SOUTH SIDE OF THE BUILDING
 AD2819
 AD2819                          STATION RECOVERY (2002)
 AD2819
 AD2819'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD2819'RECOVERED AS DESCRIBED.
 AD2819'
 AD2819
 AD2819                          STATION RECOVERY (2004)
 AD2819
 AD2819'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2819'MARK IS 9 INCHES SOUTH OF WITNESS POST
 AD2819
 AD2819                          STATION RECOVERY (2005)
 AD2819
 AD2819'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2819'RECOVERED IN GOOD CONDITION.
 AD2819
 AD2819                          STATION RECOVERY (2006)
 AD2819
 AD2819'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5613 ***********************************************************************
 AD5613  DESIGNATION -  A 74
 AD5613  PID         -  AD5613
 AD5613  STATE/COUNTY-  FL/GLADES
 AD5613  USGS QUAD   -  PALMDALE (1973)
 AD5613
 AD5613                         *CURRENT SURVEY CONTROL
 AD5613  ___________________________________________________________________
 AD5613* NAD 83(1986)-  26 53 34.     (N)    081 19 25.     (W)     SCALED    
 AD5613* NAVD 88     -        10.934  (meters)      35.87   (feet)  ADJUSTED  
 AD5613  ___________________________________________________________________
 AD5613  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AD5613  DYNAMIC HT  -          10.917 (meters)      35.82  (feet)  COMP
 AD5613  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 AD5613
 AD5613  VERT ORDER  -  SECOND    CLASS 0
 AD5613
 AD5613.The horizontal coordinates were scaled from a topographic map and have
 AD5613.an estimated accuracy of +/- 6 seconds.
 AD5613
 AD5613.The orthometric height was determined by differential leveling
 AD5613.and adjusted by the National Geodetic Survey in June 1991..
 AD5613
 AD5613.The geoid height was determined by GEOID03.
 AD5613
 AD5613.The dynamic height is computed by dividing the NAVD 88
 AD5613.geopotential number by the normal gravity value computed on the
 AD5613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5613.degrees latitude (g = 980.6199 gals.).
 AD5613
 AD5613.The modeled gravity was interpolated from observed gravity values.
 AD5613
 AD5613;                    North         East    Units  Estimated Accuracy
 AD5613;SPC FL E     -   283,570.      167,850.      MT  (+/- 180 meters Scaled)
 AD5613
 AD5613                          SUPERSEDED SURVEY CONTROL
 AD5613
 AD5613  NGVD 29 (??/??/92)   11.282  (m)           37.01   (f) ADJ UNCH    2 0
 AD5613
 AD5613.Superseded values are not recommended for survey control.
 AD5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5613.See file dsdata.txt to determine how the superseded data were derived.
 AD5613
 AD5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK678746(NAD 83)
 AD5613_MARKER: DB = BENCH MARK DISK
 AD5613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD5613_STAMPING: A 74 1934
 AD5613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5613+STABILITY: SURFACE MOTION
 AD5613
 AD5613  HISTORY     - Date     Condition        Report By
 AD5613  HISTORY     - 1934     MONUMENTED       CGS
 AD5613
 AD5613                          STATION DESCRIPTION
 AD5613
 AD5613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AD5613'3.8 MI S FROM PALMDALE.
 AD5613'ABOUT 3.8 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AD5613'FROM THE STATION AT PALMDALE, GLADES COUNTY, ABOUT 1 MILE NORTH
 AD5613'OF THE STATION AT HALL CITY, ABOUT 4 POLES SOUTH OF MILEPOST
 AD5613'92, 39 FEET NORTH OF A ROAD CROSSING, AND 49 FEET WEST OF THE
 AD5613'WEST RAIL.  A STANDARD DISK, STAMPED A 74 1934 AND SET IN THE
 AD5613'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5601 ***********************************************************************
 AF5601  DESIGNATION -  A 75
 AF5601  PID         -  AF5601
 AF5601  STATE/COUNTY-  FL/MARTIN
 AF5601  USGS QUAD   -  BARLEY BARBER SWAMP (1983)
 AF5601
 AF5601                         *CURRENT SURVEY CONTROL
 AF5601  ___________________________________________________________________
 AF5601* NAD 83(1986)-  27 03 14.     (N)    080 36 31.     (W)     SCALED    
 AF5601* NAVD 88     -         6.527  (meters)      21.41   (feet)  ADJUSTED  
 AF5601  ___________________________________________________________________
 AF5601  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AF5601  DYNAMIC HT  -           6.517 (meters)      21.38  (feet)  COMP
 AF5601  MODELED GRAV-     979,094.2   (mgal)                       NAVD 88
 AF5601
 AF5601  VERT ORDER  -  SECOND    CLASS 0
 AF5601
 AF5601.The horizontal coordinates were scaled from a topographic map and have
 AF5601.an estimated accuracy of +/- 6 seconds.
 AF5601
 AF5601.The orthometric height was determined by differential leveling
 AF5601.and adjusted by the National Geodetic Survey in June 1991..
 AF5601
 AF5601.The geoid height was determined by GEOID03.
 AF5601
 AF5601.The dynamic height is computed by dividing the NAVD 88
 AF5601.geopotential number by the normal gravity value computed on the
 AF5601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5601.degrees latitude (g = 980.6199 gals.).
 AF5601
 AF5601.The modeled gravity was interpolated from observed gravity values.
 AF5601
 AF5601;                    North         East    Units  Estimated Accuracy
 AF5601;SPC FL E     -   301,440.      238,830.      MT  (+/- 180 meters Scaled)
 AF5601
 AF5601                          SUPERSEDED SURVEY CONTROL
 AF5601
 AF5601  NGVD 29 (??/??/92)    6.902  (m)           22.64   (f) ADJ UNCH    2 0
 AF5601
 AF5601.Superseded values are not recommended for survey control.
 AF5601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5601.See file dsdata.txt to determine how the superseded data were derived.
 AF5601
 AF5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK388924(NAD 83)
 AF5601_MARKER: DB = BENCH MARK DISK
 AF5601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5601_STAMPING: A 75 1934
 AF5601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5601+STABILITY: SURFACE MOTION
 AF5601
 AF5601  HISTORY     - Date     Condition        Report By
 AF5601  HISTORY     - 1934     MONUMENTED       CGS
 AF5601
 AF5601                          STATION DESCRIPTION
 AF5601
 AF5601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AF5601'4.6 MI NW FROM PORT MAYACA.
 AF5601'4.6 MILES NORTHWEST ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF5601'DRAWBRIDGE OVER ST. LUCIE CANAL AT PORT MAYACA, MARTIN COUNTY,
 AF5601'52 FEET NORTH OF THE NORTHEAST END OF A 24-INCH CONCRETE-PIPE
 AF5601'CULVERT AT MILEAGE 158.54, 46 FEET NORTHEAST OF THE EAST RAIL,
 AF5601'AND 1.8 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AF5601'DISK, STAMPED A 75 1934 AND SET IN THE TOP OF A CONCRETE POST
 AF5601'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1788 ***********************************************************************
 AG1788  DESIGNATION -  A 77
 AG1788  PID         -  AG1788
 AG1788  STATE/COUNTY-  FL/MANATEE
 AG1788  USGS QUAD   -  VERNA (1979)
 AG1788
 AG1788                         *CURRENT SURVEY CONTROL
 AG1788  ___________________________________________________________________
 AG1788* NAD 83(1986)-  27 24 58.     (N)    082 21 25.     (W)     SCALED    
 AG1788* NAVD 88     -        14.899  (meters)      48.88   (feet)  ADJUSTED  
 AG1788  ___________________________________________________________________
 AG1788  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG1788  DYNAMIC HT  -          14.877 (meters)      48.81  (feet)  COMP
 AG1788  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AG1788
 AG1788  VERT ORDER  -  SECOND    CLASS 0
 AG1788
 AG1788.The horizontal coordinates were scaled from a topographic map and have
 AG1788.an estimated accuracy of +/- 6 seconds.
 AG1788
 AG1788.The orthometric height was determined by differential leveling
 AG1788.and adjusted by the National Geodetic Survey in June 1991..
 AG1788
 AG1788.The geoid height was determined by GEOID03.
 AG1788
 AG1788.The dynamic height is computed by dividing the NAVD 88
 AG1788.geopotential number by the normal gravity value computed on the
 AG1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1788.degrees latitude (g = 980.6199 gals.).
 AG1788
 AG1788.The modeled gravity was interpolated from observed gravity values.
 AG1788
 AG1788;                    North         East    Units  Estimated Accuracy
 AG1788;SPC FL W     -   341,560.      164,710.      MT  (+/- 180 meters Scaled)
 AG1788
 AG1788                          SUPERSEDED SURVEY CONTROL
 AG1788
 AG1788  NGVD 29 (??/??/92)   15.187  (m)           49.83   (f) ADJ UNCH    2 0
 AG1788
 AG1788.Superseded values are not recommended for survey control.
 AG1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1788.See file dsdata.txt to determine how the superseded data were derived.
 AG1788
 AG1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL658332(NAD 83)
 AG1788_MARKER: DB = BENCH MARK DISK
 AG1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1788_STAMPING: 49.826 A 77 1934
 AG1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1788+STABILITY: SURFACE MOTION
 AG1788
 AG1788  HISTORY     - Date     Condition        Report By
 AG1788  HISTORY     - 1934     MONUMENTED       CGS
 AG1788  HISTORY     - 1935     GOOD             NGS
 AG1788  HISTORY     - 1973     MARK NOT FOUND   USGS
 AG1788
 AG1788                          STATION DESCRIPTION
 AG1788
 AG1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AG1788'14.4 MI SE FROM BRADENTON.
 AG1788'14.4 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 AG1788'SEABOARD AIR LINE RAILWAY FROM THE STATION AT BRADENTON, MANATEE
 AG1788'COUNTY, 2.7 MILES SOUTHEAST OF THE ABANDONED STATION AT LORRAINE,
 AG1788'110 YARDS EAST OF A SMALL TRESTLE, 40 YARDS SOUTH OF THE
 AG1788'CENTERLINE OF THE DIRT ROAD PARALLELING THE OLD ROADBED, AND
 AG1788'40.3 FEET NORTHEAST OF THE OLD ROADBED.  A STANDARD DISK,
 AG1788'STAMPED 49.826 A 77 1934 AND SET IN THE TOP OF A CONCRETE POST
 AG1788'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- A NEW DITCH WAS PUT
 AG1788'THROUGH THE IMMEDIATE AREA.
 AG1788
 AG1788                          STATION RECOVERY (1973)
 AG1788
 AG1788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AG1788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6101 ***********************************************************************
 AG6101  DESIGNATION -  A 78
 AG6101  PID         -  AG6101
 AG6101  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6101  USGS QUAD   -  NICHOLS (1987)
 AG6101
 AG6101                         *CURRENT SURVEY CONTROL
 AG6101  ___________________________________________________________________
 AG6101* NAD 83(1986)-  27 57 38.     (N)    082 06 08.     (W)     SCALED    
 AG6101* NAVD 88     -        36.949  (meters)     121.22   (feet)  ADJUSTED  
 AG6101  ___________________________________________________________________
 AG6101  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AG6101  DYNAMIC HT  -          36.895 (meters)     121.05  (feet)  COMP
 AG6101  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AG6101
 AG6101  VERT ORDER  -  SECOND    CLASS 0
 AG6101
 AG6101.The horizontal coordinates were scaled from a topographic map and have
 AG6101.an estimated accuracy of +/- 6 seconds.
 AG6101
 AG6101.The orthometric height was determined by differential leveling
 AG6101.and adjusted by the National Geodetic Survey in June 1991..
 AG6101
 AG6101.The geoid height was determined by GEOID03.
 AG6101
 AG6101.The dynamic height is computed by dividing the NAVD 88
 AG6101.geopotential number by the normal gravity value computed on the
 AG6101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6101.degrees latitude (g = 980.6199 gals.).
 AG6101
 AG6101.The modeled gravity was interpolated from observed gravity values.
 AG6101
 AG6101;                    North         East    Units  Estimated Accuracy
 AG6101;SPC FL W     -   401,840.      189,940.      MT  (+/- 180 meters Scaled)
 AG6101
 AG6101                          SUPERSEDED SURVEY CONTROL
 AG6101
 AG6101  NGVD 29 (??/??/92)   37.214  (m)          122.09   (f) ADJ UNCH    2 0
 AG6101
 AG6101.Superseded values are not recommended for survey control.
 AG6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6101.See file dsdata.txt to determine how the superseded data were derived.
 AG6101
 AG6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL915933(NAD 83)
 AG6101_MARKER: DB = BENCH MARK DISK
 AG6101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6101_STAMPING: A 78 1934
 AG6101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6101+STABILITY: SURFACE MOTION
 AG6101
 AG6101  HISTORY     - Date     Condition        Report By
 AG6101  HISTORY     - 1934     MONUMENTED       CGS
 AG6101  HISTORY     - 1973     GOOD             NGS
 AG6101
 AG6101                          STATION DESCRIPTION
 AG6101
 AG6101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AG6101'AT TRAPNELL.
 AG6101'7 MILES EAST ALONG STATE HIGHWAY 60 FROM THE POST OFFICE IN
 AG6101'BRANDON, THENCE NORTH ALONG TURKEY CREEK ROAD FOR 2 MILES, THENCE
 AG6101'EAST ALONG TRAPNELL ROAD FOR 3.8 MILES TO C.A. BUGG ROAD ON
 AG6101'RIGHT, THENCE SOUTHEAST FOLLOWING C.A. BUGG ROAD FOR 0.55 MILE
 AG6101'TO MARK ON LEFT, 0.3 MILE SOUTHEAST OF MILEPOST 827, 237 FEET
 AG6101'NORTHWEST OF CENTER OF RAILROAD CROSSING, 52.7 FEET SOUTHWEST
 AG6101'OF SOUTHWEST RAIL OF TRACK, 33 FEET NORTHEAST OF CENTER OF DIRT
 AG6101'ROAD, 15 FEET NORTH-NORTHWEST OF THE SOUTHWEST ONE OF 5 RAIL
 AG6101'POSTS THAT ARE 5 FEET HIGH, 2.5 FEET EAST OF AN 8-INCH TREE AND
 AG6101'1 FOOT NORTH OF A METAL WITNESS POST.  A DISK SET IN THE TOP OF A
 AG6101'SQUARE CONCRETE POST THAT PROJECTS ABOUT 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0423 ***********************************************************************
 AK0423  DESIGNATION -  A 79
 AK0423  PID         -  AK0423
 AK0423  STATE/COUNTY-  FL/ORANGE
 AK0423  USGS QUAD   -  ORLANDO WEST (1980)
 AK0423
 AK0423                         *CURRENT SURVEY CONTROL
 AK0423  ___________________________________________________________________
 AK0423* NAD 83(1986)-  28 36 04.     (N)    081 25 02.     (W)     SCALED    
 AK0423* NAVD 88     -        29.291  (meters)      96.10   (feet)  ADJUSTED  
 AK0423  ___________________________________________________________________
 AK0423  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AK0423  DYNAMIC HT  -          29.249 (meters)      95.96  (feet)  COMP
 AK0423  MODELED GRAV-     979,212.1   (mgal)                       NAVD 88
 AK0423
 AK0423  VERT ORDER  -  SECOND    CLASS 0
 AK0423
 AK0423.The horizontal coordinates were scaled from a topographic map and have
 AK0423.an estimated accuracy of +/- 6 seconds.
 AK0423
 AK0423.The orthometric height was determined by differential leveling
 AK0423.and adjusted by the National Geodetic Survey in June 1991..
 AK0423
 AK0423.The geoid height was determined by GEOID03.
 AK0423
 AK0423.The dynamic height is computed by dividing the NAVD 88
 AK0423.geopotential number by the normal gravity value computed on the
 AK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0423.degrees latitude (g = 980.6199 gals.).
 AK0423
 AK0423.The modeled gravity was interpolated from observed gravity values.
 AK0423
 AK0423;                    North         East    Units  Estimated Accuracy
 AK0423;SPC FL E     -   472,890.      159,190.      MT  (+/- 180 meters Scaled)
 AK0423
 AK0423                          SUPERSEDED SURVEY CONTROL
 AK0423
 AK0423  NGVD 29 (??/??/92)   29.576  (m)           97.03   (f) ADJ UNCH    2 0
 AK0423
 AK0423.Superseded values are not recommended for survey control.
 AK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0423.See file dsdata.txt to determine how the superseded data were derived.
 AK0423
 AK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM592638(NAD 83)
 AK0423_MARKER: DB = BENCH MARK DISK
 AK0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0423_STAMPING: 97.034 A 79 1934
 AK0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0423+STABILITY: SURFACE MOTION
 AK0423
 AK0423  HISTORY     - Date     Condition        Report By
 AK0423  HISTORY     - 1934     MONUMENTED       CGS
 AK0423  HISTORY     - 1946     GOOD             NGS
 AK0423  HISTORY     - 19970416 MARK NOT FOUND   FLDEP
 AK0423
 AK0423                          STATION DESCRIPTION
 AK0423
 AK0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AK0423'5.3 MI NW FROM ORLANDO.
 AK0423'5.3 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 AK0423'THE STATION AT ORLANDO, ORANGE COUNTY, 0.3 MILE NORTH OF MILEPOST
 AK0423'810, AT A DIRT ROAD CROSSING, 28 FEET SOUTH OF THE CENTERLINE
 AK0423'OF THE DIRT ROAD, 21.4 FEET WEST OF THE WEST RAIL OF THE MAIN
 AK0423'TRACK, AND 6.5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK,
 AK0423'STAMPED 97.034 A 79 1934 AND SET IN THE TOP OF A CONCRETE POST
 AK0423'PROJECTING 3 INCHES ABOVE GROUND.
 AK0423
 AK0423                          STATION RECOVERY (1997)
 AK0423
 AK0423'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (VAJ)
 AK0423'THE AREA WAS SEARCHED, BUT THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2405 ***********************************************************************
 AC2405  DESIGNATION -  A 8
 AC2405  PID         -  AC2405
 AC2405  STATE/COUNTY-  FL/MIAMI-DADE
 AC2405  USGS QUAD   -  
 AC2405
 AC2405                         *CURRENT SURVEY CONTROL
 AC2405  ___________________________________________________________________
 AC2405* NAD 83(1986)-  25 58 09.     (N)    080 07 09.     (W)     SCALED    
 AC2405* NAVD 88     -         2.000  (meters)       6.56   (feet)  ADJUSTED  
 AC2405  ___________________________________________________________________
 AC2405  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2405  DYNAMIC HT  -           1.996 (meters)       6.55  (feet)  COMP
 AC2405  MODELED GRAV-     979,047.7   (mgal)                       NAVD 88
 AC2405
 AC2405  VERT ORDER  -  SECOND    CLASS 0
 AC2405
 AC2405.The horizontal coordinates were scaled from a topographic map and have
 AC2405.an estimated accuracy of +/- 6 seconds.
 AC2405
 AC2405.The orthometric height was determined by differential leveling
 AC2405.and adjusted by the National Geodetic Survey in June 1991..
 AC2405
 AC2405.The geoid height was determined by GEOID03.
 AC2405
 AC2405.The dynamic height is computed by dividing the NAVD 88
 AC2405.geopotential number by the normal gravity value computed on the
 AC2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2405.degrees latitude (g = 980.6199 gals.).
 AC2405
 AC2405.The modeled gravity was interpolated from observed gravity values.
 AC2405
 AC2405;                    North         East    Units  Estimated Accuracy
 AC2405;SPC FL E     -   181,500.      288,210.      MT  (+/- 180 meters Scaled)
 AC2405
 AC2405                          SUPERSEDED SURVEY CONTROL
 AC2405
 AC2405  NGVD 29 (??/??/92)    2.480  (m)            8.14   (f) ADJ UNCH    2 0
 AC2405
 AC2405.Superseded values are not recommended for survey control.
 AC2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2405.See file dsdata.txt to determine how the superseded data were derived.
 AC2405
 AC2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881725(NAD 83)
 AC2405_MARKER: Z = SEE DESCRIPTION
 AC2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2405_STAMPING: DWC BM A 8
 AC2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2405+STABILITY: SURFACE MOTION
 AC2405
 AC2405  HISTORY     - Date     Condition        Report By
 AC2405  HISTORY     - UNK      MONUMENTED       FL-025
 AC2405  HISTORY     - 1970     GOOD             NGS
 AC2405  HISTORY     - 1973     GOOD             NGS
 AC2405
 AC2405                          STATION DESCRIPTION
 AC2405
 AC2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2405'2.7 MI N FROM SUNNY ISLES.
 AC2405'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AC2405'OF STATE HIGHWAY 826 AT SUNNY ISLES, AT GOLDEN BEACH, ABOUT
 AC2405'0.4 MILE SOUTH OF THE BROWARD-DADE COUNTY LINE, IN THE MEDIAN
 AC2405'BETWEEN THE LANES OF THE HIGHWAY, 46 FEET SOUTH OF THE EXTENDED
 AC2405'CENTER LINE OF PALERMO AVENUE, 11 FEET SOUTH OF THE ROUND CURB
 AC2405'AT THE NORTH END OF THE MEDIAN, 2.8 FEET EAST OF THE EAST CURB
 AC2405'OF THE HIGHWAY, (SOUTHBOUND LANE), 3 FEET WEST OF LIGHTPOLE
 AC2405'43 C 127, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 AC2405'A CONCRETE POST 3 INCHES BELOW THE LEVEL OF THE GROUND.
 AC2405
 AC2405                          STATION RECOVERY (1973)
 AC2405
 AC2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1417 ***********************************************************************
 AR1417  DESIGNATION -  A 8 FLDNR
 AR1417  PID         -  AR1417
 AR1417  STATE/COUNTY-  FL/DIXIE
 AR1417  USGS QUAD   -  VISTA (1993)
 AR1417
 AR1417                         *CURRENT SURVEY CONTROL
 AR1417  ___________________________________________________________________
 AR1417* NAD 83(1986)-  29 27 07.     (N)    083 01 29.     (W)     SCALED    
 AR1417* NAVD 88     -         4.700  (meters)      15.42   (feet)  ADJUSTED  
 AR1417  ___________________________________________________________________
 AR1417  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AR1417  DYNAMIC HT  -           4.694 (meters)      15.40  (feet)  COMP
 AR1417  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AR1417
 AR1417  VERT ORDER  -  SECOND    CLASS I
 AR1417
 AR1417.The horizontal coordinates were scaled from a topographic map and have
 AR1417.an estimated accuracy of +/- 6 seconds.
 AR1417
 AR1417.The orthometric height was determined by differential leveling
 AR1417.and adjusted by the National Geodetic Survey in June 1991..
 AR1417
 AR1417.The geoid height was determined by GEOID03.
 AR1417
 AR1417.The dynamic height is computed by dividing the NAVD 88
 AR1417.geopotential number by the normal gravity value computed on the
 AR1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1417.degrees latitude (g = 980.6199 gals.).
 AR1417
 AR1417.The modeled gravity was interpolated from observed gravity values.
 AR1417
 AR1417;                    North         East    Units  Estimated Accuracy
 AR1417;SPC FL N     -    51,020.      743,120.      MT  (+/- 180 meters Scaled)
 AR1417
 AR1417                          SUPERSEDED SURVEY CONTROL
 AR1417
 AR1417.No superseded survey control is available for this station.
 AR1417
 AR1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN036597(NAD 83)
 AR1417_MARKER: DB = BENCH MARK DISK
 AR1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1417_SP_SET: CONCRETE POST
 AR1417_STAMPING: DNR A8
 AR1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1417+STABILITY: SURFACE MOTION
 AR1417
 AR1417  HISTORY     - Date     Condition        Report By
 AR1417  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1417  HISTORY     - 1989     GOOD             USPSQD
 AR1417
 AR1417                          STATION DESCRIPTION
 AR1417
 AR1417'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1417'10.2 MI SW FROM OLD TOWN.
 AR1417'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1417'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1417'10.2 MILES.
 AR1417'ABOUT 48.3 FEET S60E FROM THE CENTERLINE OF SR349 ABOUT 219.3 FEET
 AR1417'N55E FROM A POWER POLE
 AR1417'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1417'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1417
 AR1417                          STATION RECOVERY (1989)
 AR1417
 AR1417'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0895 ***********************************************************************
 AR0895  DESIGNATION -  A 80
 AR0895  PID         -  AR0895
 AR0895  STATE/COUNTY-  FL/MARION
 AR0895  USGS QUAD   -  ANTHONY (1993)
 AR0895
 AR0895                         *CURRENT SURVEY CONTROL
 AR0895  ___________________________________________________________________
 AR0895* NAD 83(1986)-  29 20 17.     (N)    082 06 40.     (W)     SCALED    
 AR0895* NAVD 88     -        30.235  (meters)      99.20   (feet)  ADJUSTED  
 AR0895  ___________________________________________________________________
 AR0895  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR0895  DYNAMIC HT  -          30.193 (meters)      99.06  (feet)  COMP
 AR0895  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 AR0895
 AR0895  VERT ORDER  -  SECOND    CLASS 0
 AR0895
 AR0895.The horizontal coordinates were scaled from a topographic map and have
 AR0895.an estimated accuracy of +/- 6 seconds.
 AR0895
 AR0895.The orthometric height was determined by differential leveling
 AR0895.and adjusted by the National Geodetic Survey in June 1991..
 AR0895
 AR0895.The geoid height was determined by GEOID03.
 AR0895
 AR0895.The dynamic height is computed by dividing the NAVD 88
 AR0895.geopotential number by the normal gravity value computed on the
 AR0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0895.degrees latitude (g = 980.6199 gals.).
 AR0895
 AR0895.The modeled gravity was interpolated from observed gravity values.
 AR0895
 AR0895;                    North         East    Units  Estimated Accuracy
 AR0895;SPC FL W     -   554,500.      189,210.      MT  (+/- 180 meters Scaled)
 AR0895
 AR0895                          SUPERSEDED SURVEY CONTROL
 AR0895
 AR0895  NGVD 29 (??/??/92)   30.504  (m)          100.08   (f) ADJ UNCH    2 0
 AR0895
 AR0895.Superseded values are not recommended for survey control.
 AR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0895.See file dsdata.txt to determine how the superseded data were derived.
 AR0895
 AR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN921459(NAD 83)
 AR0895_MARKER: DB = BENCH MARK DISK
 AR0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0895_STAMPING: A 80 1934
 AR0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0895+STABILITY: SURFACE MOTION
 AR0895
 AR0895  HISTORY     - Date     Condition        Report By
 AR0895  HISTORY     - 1934     MONUMENTED       CGS
 AR0895  HISTORY     - 1959     GOOD             NGS
 AR0895  HISTORY     - 1990     GOOD             USPSQD
 AR0895
 AR0895                          STATION DESCRIPTION
 AR0895
 AR0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AR0895'AT SPARR.
 AR0895'AT SPARR. 45.5 FT. SOUTH OF THE SOUTH SIDE OF THE SEABOARD
 AR0895'AIR LINE RAILROAD STATION, 20.4 FT. WEST OF THE WEST RAIL OF THE
 AR0895'MAIN TRACK, 35 FT. SOUTH OF TELEPHONE POLE E 40, 19 FT. EAST
 AR0895'OF THE CENTER LINE OF A TRACK ROAD, 1.1 FT. SOUTH OF A STEEL
 AR0895'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AR0895'WITH THE GROUND.
 AR0895
 AR0895                          STATION RECOVERY (1990)
 AR0895
 AR0895'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AR0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0059 ***********************************************************************
 AQ0059  DESIGNATION -  A 81
 AQ0059  PID         -  AQ0059
 AQ0059  STATE/COUNTY-  FL/PUTNAM
 AQ0059  USGS QUAD   -  PALATKA (1992)
 AQ0059
 AQ0059                         *CURRENT SURVEY CONTROL
 AQ0059  ___________________________________________________________________
 AQ0059* NAD 83(1986)-  29 39 16.     (N)    081 38 26.     (W)     SCALED    
 AQ0059* NAVD 88     -         5.952  (meters)      19.53   (feet)  ADJUSTED  
 AQ0059  ___________________________________________________________________
 AQ0059  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ0059  DYNAMIC HT  -           5.944 (meters)      19.50  (feet)  COMP
 AQ0059  MODELED GRAV-     979,289.8   (mgal)                       NAVD 88
 AQ0059
 AQ0059  VERT ORDER  -  SECOND    CLASS 0
 AQ0059
 AQ0059.The horizontal coordinates were scaled from a topographic map and have
 AQ0059.an estimated accuracy of +/- 6 seconds.
 AQ0059
 AQ0059.The orthometric height was determined by differential leveling
 AQ0059.and adjusted by the National Geodetic Survey in June 1991..
 AQ0059
 AQ0059.The geoid height was determined by GEOID03.
 AQ0059
 AQ0059.The dynamic height is computed by dividing the NAVD 88
 AQ0059.geopotential number by the normal gravity value computed on the
 AQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0059.degrees latitude (g = 980.6199 gals.).
 AQ0059
 AQ0059.The modeled gravity was interpolated from observed gravity values.
 AQ0059
 AQ0059;                    North         East    Units  Estimated Accuracy
 AQ0059;SPC FL E     -   589,740.      137,990.      MT  (+/- 180 meters Scaled)
 AQ0059
 AQ0059                          SUPERSEDED SURVEY CONTROL
 AQ0059
 AQ0059  NGVD 29 (??/??/92)    6.26   (m)           20.5    (f) COMPUTED    2 0
 AQ0059
 AQ0059.Superseded values are not recommended for survey control.
 AQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0059.See file dsdata.txt to determine how the superseded data were derived.
 AQ0059
 AQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380806(NAD 83)
 AQ0059_MARKER: DB = BENCH MARK DISK
 AQ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0059_STAMPING: A 81 1934
 AQ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0059+STABILITY: SURFACE MOTION
 AQ0059
 AQ0059  HISTORY     - Date     Condition        Report By
 AQ0059  HISTORY     - 1934     MONUMENTED       CGS
 AQ0059  HISTORY     - 1954     GOOD             NGS
 AQ0059  HISTORY     - 1966     MARK NOT FOUND   NGS
 AQ0059
 AQ0059                          STATION DESCRIPTION
 AQ0059
 AQ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AQ0059'AT PALATKA.
 AQ0059'AT PALATKA, ALONG THE GEORGIA SOUTHERN AND FLORIDA RAILWAY, 339
 AQ0059'FEET WEST OF WEST RAIL OF WEST TRACK OF THE ATLANTIC COAST LINE
 AQ0059'RAILROAD, AT THE NORTHWEST CORNER OF A TRIANGLE FORMED BY A SPUR
 AQ0059'TRACK OF THE GA. SOU. AND FLA. RY. LEADING SOUTHEAST AND CONNECTING
 AQ0059'TO A.C.L. RR, 96 1/2 FEET EAST-SOUTHEAST OF FROG POINT OF JUNCTION
 AQ0059'OF TRACKS, AT A DIRT ROAD CROSSING, 10 FEET SOUTH OF SOUTH RAIL,
 AQ0059'12 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF TRACK LEADING
 AQ0059'SOUTHEAST, 39 FEET EAST OF CENTER LINE OF DIRT ROAD, 24 FEET
 AQ0059'NORTHWEST OF NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER TRACK
 AQ0059'LEADING SOUTHEAST, ABOUT LEVEL WITH TOP OF RAIL AND SET IN THE
 AQ0059'TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW SURFACE OF GROUND.
 AQ0059
 AQ0059                          STATION RECOVERY (1966)
 AQ0059
 AQ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AQ0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0247 ***********************************************************************
 AR0247  DESIGNATION -  A 82
 AR0247  PID         -  AR0247
 AR0247  STATE/COUNTY-  FL/BRADFORD
 AR0247  USGS QUAD   -  BROOKER (1993)
 AR0247
 AR0247                         *CURRENT SURVEY CONTROL
 AR0247  ___________________________________________________________________
 AR0247* NAD 83(1986)-  29 57 08.     (N)    082 15 08.     (W)     SCALED    
 AR0247* NAVD 88     -        47.657  (meters)     156.35   (feet)  ADJUSTED  
 AR0247  ___________________________________________________________________
 AR0247  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AR0247  DYNAMIC HT  -          47.594 (meters)     156.15  (feet)  COMP
 AR0247  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 AR0247
 AR0247  VERT ORDER  -  SECOND    CLASS 0
 AR0247
 AR0247.The horizontal coordinates were scaled from a topographic map and have
 AR0247.an estimated accuracy of +/- 6 seconds.
 AR0247
 AR0247.The orthometric height was determined by differential leveling
 AR0247.and adjusted by the National Geodetic Survey in June 1991..
 AR0247
 AR0247.The geoid height was determined by GEOID03.
 AR0247
 AR0247.The dynamic height is computed by dividing the NAVD 88
 AR0247.geopotential number by the normal gravity value computed on the
 AR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0247.degrees latitude (g = 980.6199 gals.).
 AR0247
 AR0247.The modeled gravity was interpolated from observed gravity values.
 AR0247
 AR0247;                    North         East    Units  Estimated Accuracy
 AR0247;SPC FL N     -   107,690.      816,960.      MT  (+/- 180 meters Scaled)
 AR0247
 AR0247                          SUPERSEDED SURVEY CONTROL
 AR0247
 AR0247  NGVD 29 (??/??/92)   47.917  (m)          157.21   (f) ADJ UNCH    2 0
 AR0247
 AR0247.Superseded values are not recommended for survey control.
 AR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0247.See file dsdata.txt to determine how the superseded data were derived.
 AR0247
 AR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP791141(NAD 83)
 AR0247_MARKER: DB = BENCH MARK DISK
 AR0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0247_STAMPING: A 82 1934
 AR0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0247+STABILITY: SURFACE MOTION
 AR0247
 AR0247  HISTORY     - Date     Condition        Report By
 AR0247  HISTORY     - 1934     MONUMENTED       CGS
 AR0247  HISTORY     - 1954     GOOD             NGS
 AR0247
 AR0247                          STATION DESCRIPTION
 AR0247
 AR0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0247'3.7 MI NW FROM SAMPSON CITY.
 AR0247'ABOUT 3.7 MILES NORTHWEST ALONG THE GEORGIA SOUTHERN AND FLORIDA
 AR0247'RAILWAY FROM THE STATION AT SAMPSON CITY, ABOUT 1.0 MILE SOUTHEAST
 AR0247'OF THE STATION AT NEW RIVER, 2121.0 FEET SOUTHEAST OF CENTER
 AR0247'OF A TRAIL CROSSING WITH LOCKED GATES IN BOTH RIGHT-OF-WAY
 AR0247'FENCES, 46 FEET SOUTHWEST OF SOUTHWEST RAIL, 37 1/2 FEET SOUTHWEST
 AR0247'OF MILE POST 240, 243 FEET NORTHWEST AND ACROSS TRACK FROM A
 AR0247'SIGN STATION ONE MILE, 103 1/2 FEET WEST-NORTHWEST OF A TELEPHONE
 AR0247'POLE, 104 1/2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 AR0247'NORTHEAST OF A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 AR0247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0243 ***********************************************************************
 AR0243  DESIGNATION -  A 83
 AR0243  PID         -  AR0243
 AR0243  STATE/COUNTY-  FL/UNION
 AR0243  USGS QUAD   -  WORTHINGTON SPRINGS (1966)
 AR0243
 AR0243                         *CURRENT SURVEY CONTROL
 AR0243  ___________________________________________________________________
 AR0243* NAD 83(1986)-  29 58 35.     (N)    082 23 55.     (W)     SCALED    
 AR0243* NAVD 88     -        33.680  (meters)     110.50   (feet)  ADJUSTED  
 AR0243  ___________________________________________________________________
 AR0243  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AR0243  DYNAMIC HT  -          33.635 (meters)     110.35  (feet)  COMP
 AR0243  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 AR0243
 AR0243  VERT ORDER  -  SECOND    CLASS 0
 AR0243
 AR0243.The horizontal coordinates were scaled from a topographic map and have
 AR0243.an estimated accuracy of +/- 6 seconds.
 AR0243
 AR0243.The orthometric height was determined by differential leveling
 AR0243.and adjusted by the National Geodetic Survey in June 1991..
 AR0243
 AR0243.The geoid height was determined by GEOID03.
 AR0243
 AR0243.The dynamic height is computed by dividing the NAVD 88
 AR0243.geopotential number by the normal gravity value computed on the
 AR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0243.degrees latitude (g = 980.6199 gals.).
 AR0243
 AR0243.The modeled gravity was interpolated from observed gravity values.
 AR0243
 AR0243;                    North         East    Units  Estimated Accuracy
 AR0243;SPC FL N     -   110,100.      802,780.      MT  (+/- 180 meters Scaled)
 AR0243
 AR0243                          SUPERSEDED SURVEY CONTROL
 AR0243
 AR0243  NGVD 29 (??/??/92)   33.942  (m)          111.36   (f) ADJ UNCH    2 0
 AR0243
 AR0243.Superseded values are not recommended for survey control.
 AR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0243.See file dsdata.txt to determine how the superseded data were derived.
 AR0243
 AR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP650169(NAD 83)
 AR0243_MARKER: DB = BENCH MARK DISK
 AR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0243_STAMPING: A 83 1934
 AR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0243+STABILITY: SURFACE MOTION
 AR0243
 AR0243  HISTORY     - Date     Condition        Report By
 AR0243  HISTORY     - 1934     MONUMENTED       CGS
 AR0243  HISTORY     - 1961     GOOD             NGS
 AR0243
 AR0243                          STATION DESCRIPTION
 AR0243
 AR0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AR0243'4.5 MI SW FROM LAKE BUTLER.
 AR0243'4.5 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0243'FROM THE STATION AT LAKE BUTLER, 161 FEET SOUTHWEST OF MILEPOST
 AR0243'58, 49 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 23,
 AR0243'32 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET SOUTH SOUTHEAST
 AR0243'OF A TELEPHONE POLE, 0.8 FOOT NORTHWEST OF A STEEL WITNESS
 AR0243'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AR0243'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0025 ***********************************************************************
 BG0025  DESIGNATION -  A 84
 BG0025  PID         -  BG0025
 BG0025  STATE/COUNTY-  FL/SANTA ROSA
 BG0025  USGS QUAD   -  FIDELIS (1994)
 BG0025
 BG0025                         *CURRENT SURVEY CONTROL
 BG0025  ___________________________________________________________________
 BG0025* NAD 83(1986)-  30 59 57.     (N)    087 02 10.     (W)     SCALED    
 BG0025* NAVD 88     -        84.357  (meters)     276.76   (feet)  ADJUSTED  
 BG0025  ___________________________________________________________________
 BG0025  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG0025  DYNAMIC HT  -          84.250 (meters)     276.41  (feet)  COMP
 BG0025  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 BG0025
 BG0025  VERT ORDER  -  SECOND    CLASS 0
 BG0025
 BG0025.The horizontal coordinates were scaled from a topographic map and have
 BG0025.an estimated accuracy of +/- 6 seconds.
 BG0025
 BG0025.The orthometric height was determined by differential leveling
 BG0025.and adjusted by the National Geodetic Survey in June 1991..
 BG0025
 BG0025.The geoid height was determined by GEOID03.
 BG0025
 BG0025.The dynamic height is computed by dividing the NAVD 88
 BG0025.geopotential number by the normal gravity value computed on the
 BG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0025.degrees latitude (g = 980.6199 gals.).
 BG0025
 BG0025.The modeled gravity was interpolated from observed gravity values.
 BG0025
 BG0025;                    North         East    Units  Estimated Accuracy
 BG0025;SPC FL N     -   224,310.      357,800.      MT  (+/- 180 meters Scaled)
 BG0025
 BG0025                          SUPERSEDED SURVEY CONTROL
 BG0025
 BG0025  NGVD 29 (??/??/92)   84.399  (m)          276.90   (f) ADJ UNCH    2 0
 BG0025
 BG0025.Superseded values are not recommended for survey control.
 BG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0025.See file dsdata.txt to determine how the superseded data were derived.
 BG0025
 BG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV965295(NAD 83)
 BG0025_MARKER: DB = BENCH MARK DISK
 BG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0025_STAMPING: A 84 1934
 BG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0025+STABILITY: SURFACE MOTION
 BG0025
 BG0025  HISTORY     - Date     Condition        Report By
 BG0025  HISTORY     - 1934     MONUMENTED       CGS
 BG0025  HISTORY     - 1955     GOOD             NGS
 BG0025  HISTORY     - 1974     MARK NOT FOUND   USGS
 BG0025
 BG0025                          STATION DESCRIPTION
 BG0025
 BG0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0025'0.2 MI S FROM DIXONVILLE.
 BG0025'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 87 FROM THE METHODIST
 BG0025'CHURCH AND CEMETERY AT DIXONVILLE, ESCAMBIA COUNTY, ALABAMA,
 BG0025'169 FEET SOUTH ALONG THE HIGHWAY FROM THE STATE LINE (DIFFERENT
 BG0025'ROAD SURFACE) THENCE 77 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BG0025'18 FEET SOUTHWEST OF A FENCE CORNER AND POWER LINE BRACE POLE
 BG0025'(SOUTHEAST CORNER OF GARDEN), 35 FEET NORTHEAST OF A 30-INCH
 BG0025'PECAN TREE, THE EAST ONE OF AN EAST-WEST ROW OF PECAN TREES, 92
 BG0025'FEET SOUTH OF A 40-INCH OAK TREE IN FRONT LAWN OF AN OLD FRAME
 BG0025'HOUSE ON WEST SIDE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY
 BG0025'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 BG0025
 BG0025                          STATION RECOVERY (1974)
 BG0025
 BG0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BG0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0387 ***********************************************************************
 BG0387  DESIGNATION -  A 85
 BG0387  PID         -  BG0387
 BG0387  STATE/COUNTY-  FL/OKALOOSA
 BG0387  USGS QUAD   -  BLACKMAN (1993)
 BG0387
 BG0387                         *CURRENT SURVEY CONTROL
 BG0387  ___________________________________________________________________
 BG0387* NAD 83(1999)-  30 57 42.99758(N)    086 37 55.92139(W)     ADJUSTED  
 BG0387* NAVD 88     -        66.549  (meters)     218.34   (feet)  ADJUSTED  
 BG0387  ___________________________________________________________________
 BG0387  X           -     321,583.615 (meters)                     COMP
 BG0387  Y           -  -5,464,742.941 (meters)                     COMP
 BG0387  Z           -   3,262,296.483 (meters)                     COMP
 BG0387  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BG0387  ELLIP HEIGHT-          39.46  (meters)          (06/11/02) GPS OBS
 BG0387  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BG0387  DYNAMIC HT  -          66.466 (meters)     218.06  (feet)  COMP
 BG0387  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 BG0387
 BG0387  HORZ ORDER  -  FIRST
 BG0387  VERT ORDER  -  SECOND    CLASS 0
 BG0387  ELLP ORDER  -  FOURTH    CLASS I
 BG0387
 BG0387.The horizontal coordinates were established by GPS observations
 BG0387.and adjusted by the National Geodetic Survey in June 2002..
 BG0387
 BG0387.The orthometric height was determined by differential leveling
 BG0387.and adjusted by the National Geodetic Survey in June 1991..
 BG0387
 BG0387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG0387
 BG0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG0387
 BG0387.The ellipsoidal height was determined by GPS observations
 BG0387.and is referenced to NAD 83.
 BG0387
 BG0387.The geoid height was determined by GEOID03.
 BG0387
 BG0387.The dynamic height is computed by dividing the NAVD 88
 BG0387.geopotential number by the normal gravity value computed on the
 BG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0387.degrees latitude (g = 980.6199 gals.).
 BG0387
 BG0387.The modeled gravity was interpolated from observed gravity values.
 BG0387
 BG0387;                    North         East     Units Scale Factor Converg.
 BG0387;SPC FL N     -   219,391.080   396,287.779   MT  1.00004441   -1 04 17.3
 BG0387;SPC FL N     -   719,785.57  1,300,154.15   sFT  1.00004441   -1 04 17.3
 BG0387;SPC AL E     -    51,485.033   123,676.389   MT  1.00003183   -0 24 39.6
 BG0387;UTM  16      - 3,425,442.364   535,126.431   MT  0.99961522   +0 11 21.2
 BG0387
 BG0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG0387!SPC FL N     -   0.99999380  x   1.00004441  =   1.00003821
 BG0387!SPC AL E     -   0.99999380  x   1.00003183  =   1.00002563
 BG0387!UTM  16      -   0.99999380  x   0.99961522  =   0.99960903
 BG0387
 BG0387|---------------------------------------------------------------------|
 BG0387| PID    Reference Object                     Distance      Geod. Az  |
 BG0387|                                                           dddmmss.s |
 BG0387| BG5062 P046                                152.966 METERS 18507     |
 BG0387|---------------------------------------------------------------------|
 BG0387
 BG0387                          SUPERSEDED SURVEY CONTROL
 BG0387
 BG0387  NAD 83(1990)-  30 57 42.99628(N)    086 37 55.92186(W) AD(       ) 1
 BG0387  ELLIP H (05/15/92)   39.56   (m)                       GP(       ) 4 1
 BG0387  NAVD 88 (05/15/92)   66.55   (m)          218.3    (f) LEVELING    3  
 BG0387  NGVD 29 (??/??/92)   66.610  (m)          218.54   (f) ADJ UNCH    2 0
 BG0387
 BG0387.Superseded values are not recommended for survey control.
 BG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0387.See file dsdata.txt to determine how the superseded data were derived.
 BG0387
 BG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3512625442(NAD 83)
 BG0387_MARKER: DB = BENCH MARK DISK
 BG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0387_SP_SET: CONCRETE POST
 BG0387_STAMPING: A 85 1934 219
 BG0387_MARK LOGO: USGS  
 BG0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0387+STABILITY: SURFACE MOTION
 BG0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG0387+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 BG0387
 BG0387  HISTORY     - Date     Condition        Report By
 BG0387  HISTORY     - 1934     MONUMENTED       CGS
 BG0387  HISTORY     - 1955     GOOD             NGS
 BG0387  HISTORY     - 1973     MARK NOT FOUND   USGS
 BG0387  HISTORY     - 19910725 GOOD             FL-091
 BG0387  HISTORY     - 19970420 GOOD             USPSQD
 BG0387
 BG0387                          STATION DESCRIPTION
 BG0387
 BG0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0387'12.3 MI N FROM BAKER.
 BG0387'12.3 MILES NORTH ALONG STATE HIGHWAY 189 FROM THE JUNCTION OF
 BG0387'STATE HIGHWAY 4 AT BAKER, 0.3 MILE NORTH OF A ROAD CROSSING
 BG0387'(BLACK TOP ROAD LEADING NORTHWEST AND GRADED ROAD LEADING EAST),
 BG0387'0.45 MILE SOUTH OF THE GOODHOPE BAPTIST CHURCH, IN THE DRIVEWAY
 BG0387'IN FRONT OF THE CHURCH OF CHRIST (SMALL WHITE FRAME BUILDING)
 BG0387'42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48 1/2 FEET
 BG0387'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 54 FEET
 BG0387'SOUTH-SOUTHWEST OF POWER POLE NO. L-245, 3 1/2 FEET SOUTH OF
 BG0387'EXTENDED NORTH FACE OF THE CHURCH, 20 FEET SOUTHEAST OF THE
 BG0387'NORTH END OF AN 18-INCH PIPE CULVERT UNDER DRIVE TO CHURCH,
 BG0387'49 FEET SOUTH OF A FENCE CORNER, 1 FOOT BELOW THE LEVEL OF THE
 BG0387'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 BG0387
 BG0387                          STATION RECOVERY (1973)
 BG0387
 BG0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BG0387'MARK NOT FOUND.
 BG0387
 BG0387                          STATION RECOVERY (1991)
 BG0387
 BG0387'RECOVERY NOTE BY OKALOOSA COUNTY FLORIDA 1991
 BG0387'THE STATION IS LOCATED APPROXIMATELY 12.3 MI (19.8 KM) NORTH OF THE
 BG0387'TOWN OF BAKER IN SECTION 3, T 5 N, R 24 W ON THE EAST SIDE OF STATE
 BG0387'ROAD 189.
 BG0387'NGS DESCRIPTION, 1929 DATUM... 12.3 MI (19.8 KM) NORTH ALONG STATE
 BG0387'HIGHWAY 189 FROM THE JUNCTION OF STATE HIGHWAY 4 AT BAKER, 0.3 MI
 BG0387'(0.5 KM) NORTH OF A ROAD CROSSING (BLACK TOP ROAD LEADING NORTHWEST
 BG0387'AND GRADED ROAD LEADING EAST), 0.45 SOUTH OF THE GOODHOPE BAPTIST
 BG0387'CHURCH, IN THE DRIVEWAY IN THE FRONT OF THE CHURCH OF CHRIST (SMALL
 BG0387'WHITE FRAME BUILDING), 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 BG0387'48.5 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 54 FT
 BG0387'(16.5 M) SOUTH-SOUTHWEST OF POWER POLE NO. L-245, 3.5 FT (1.1 M)
 BG0387'SOUTH OF EXTENDED NORTH FACE OF THE CHURCH, 20 FT (6.1 M) SOUTHEAST OF
 BG0387'THE NORTH END OF AN 18 INCH PIPE CULVERT UNDER DRIVE TO CHURCH, 49 FEE
 BG0387'SOUTH OF A FENCE CORNER, 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY
 BG0387'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 IN.
 BG0387'NOTE...WHITE FRAME BUILDING HAS FALLEN DOWN, DRIVEWAY STILL EXISTS AND
 BG0387'MARK WAS FOUND TO BE IN GOOD CONDITION.
 BG0387
 BG0387                          STATION RECOVERY (1997)
 BG0387
 BG0387'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1267 ***********************************************************************
 BE1267  DESIGNATION -  A 86
 BE1267  PID         -  BE1267
 BE1267  STATE/COUNTY-  FL/LEON
 BE1267  USGS QUAD   -  LAKE TALQUIN (1972)
 BE1267
 BE1267                         *CURRENT SURVEY CONTROL
 BE1267  ___________________________________________________________________
 BE1267* NAD 83(1986)-  30 25 04.     (N)    084 32 46.     (W)     SCALED    
 BE1267* NAVD 88     -        37.495  (meters)     123.01   (feet)  ADJUSTED  
 BE1267  ___________________________________________________________________
 BE1267  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE1267  DYNAMIC HT  -          37.447 (meters)     122.86  (feet)  COMP
 BE1267  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BE1267
 BE1267  VERT ORDER  -  SECOND    CLASS 0
 BE1267
 BE1267.The horizontal coordinates were scaled from a topographic map and have
 BE1267.an estimated accuracy of +/- 6 seconds.
 BE1267
 BE1267.The orthometric height was determined by differential leveling
 BE1267.and adjusted by the National Geodetic Survey in June 1991..
 BE1267
 BE1267.The geoid height was determined by GEOID03.
 BE1267
 BE1267.The dynamic height is computed by dividing the NAVD 88
 BE1267.geopotential number by the normal gravity value computed on the
 BE1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1267.degrees latitude (g = 980.6199 gals.).
 BE1267
 BE1267.The modeled gravity was interpolated from observed gravity values.
 BE1267
 BE1267;                    North         East    Units  Estimated Accuracy
 BE1267;SPC FL N     -   157,160.      595,570.      MT  (+/- 180 meters Scaled)
 BE1267
 BE1267                          SUPERSEDED SURVEY CONTROL
 BE1267
 BE1267  NGVD 29 (??/??/92)   37.680  (m)          123.62   (f) ADJ UNCH    2 0
 BE1267
 BE1267.Superseded values are not recommended for survey control.
 BE1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1267.See file dsdata.txt to determine how the superseded data were derived.
 BE1267
 BE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU357676(NAD 83)
 BE1267_MARKER: DB = BENCH MARK DISK
 BE1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1267_STAMPING: A 86 1935
 BE1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1267+STABILITY: SURFACE MOTION
 BE1267
 BE1267  HISTORY     - Date     Condition        Report By
 BE1267  HISTORY     - 1935     MONUMENTED       CGS
 BE1267  HISTORY     - 1954     GOOD             NGS
 BE1267  HISTORY     - 1987     GOOD             USPSQD
 BE1267
 BE1267                          STATION DESCRIPTION
 BE1267
 BE1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE1267'17.8 MI W FROM TALLAHASSEE.
 BE1267'3.9 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BE1267'U.S. HIGHWAYS 27 AND 319 AT TALLAHASSEE, THENCE ABOUT 13.85
 BE1267'MILES SOUTHWEST AND WEST ALONG STATE HIGHWAY 20, ABOUT 5.8 MILES
 BE1267'EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF SECONDARY
 BE1267'ROAD NO. 375 AT BLOXHAM, ABOUT 0.9 MILE SOUTHWEST OF FORT BRADEN
 BE1267'SCHOOL, ABOUT 0.4 MILE NORTHEAST OF A LARGE CONCRETE CULVERT OVER
 BE1267'HARVEY CREEK, 42 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 242
 BE1267'1/2 FEET WEST-NORTHWEST AND ACROSS HIGHWAY FROM THE CONCRETE
 BE1267'FOUNDATION OF THE NORTHWEST LEG OF FORT BRADEN FIRE TOWER, 82
 BE1267'1/2 FEET NORTH AND ACROSS HIGHWAY FROM POWER TRANSMISSION POLE
 BE1267'NO. 92, 139 1/2 FEET NORTHEAST OF REA POWER POLE NO. M 266,
 BE1267'5 1/2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE,
 BE1267'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BE1267'PROJECTING 4 INCHES.
 BE1267
 BE1267                          STATION RECOVERY (1987)
 BE1267
 BE1267'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 BE1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1300 ***********************************************************************
 BE1300  DESIGNATION -  A 87
 BE1300  PID         -  BE1300
 BE1300  STATE/COUNTY-  FL/LIBERTY
 BE1300  USGS QUAD   -  SUMATRA (1990)
 BE1300
 BE1300                         *CURRENT SURVEY CONTROL
 BE1300  ___________________________________________________________________
 BE1300* NAD 83(1986)-  30 03 32.     (N)    084 58 59.     (W)     SCALED    
 BE1300* NAVD 88     -         9.885  (meters)      32.43   (feet)  ADJUSTED  
 BE1300  ___________________________________________________________________
 BE1300  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE1300  DYNAMIC HT  -           9.872 (meters)      32.39  (feet)  COMP
 BE1300  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 BE1300
 BE1300  VERT ORDER  -  SECOND    CLASS 0
 BE1300
 BE1300.The horizontal coordinates were scaled from a topographic map and have
 BE1300.an estimated accuracy of +/- 6 seconds.
 BE1300
 BE1300.The orthometric height was determined by differential leveling
 BE1300.and adjusted by the National Geodetic Survey in June 1991..
 BE1300
 BE1300.The geoid height was determined by GEOID03.
 BE1300
 BE1300.The dynamic height is computed by dividing the NAVD 88
 BE1300.geopotential number by the normal gravity value computed on the
 BE1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1300.degrees latitude (g = 980.6199 gals.).
 BE1300
 BE1300.The modeled gravity was interpolated from observed gravity values.
 BE1300
 BE1300;                    North         East    Units  Estimated Accuracy
 BE1300;SPC FL N     -   117,470.      553,420.      MT  (+/- 180 meters Scaled)
 BE1300
 BE1300                          SUPERSEDED SURVEY CONTROL
 BE1300
 BE1300  NGVD 29 (??/??/92)   10.053  (m)           32.98   (f) ADJ UNCH    2 0
 BE1300
 BE1300.Superseded values are not recommended for survey control.
 BE1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1300.See file dsdata.txt to determine how the superseded data were derived.
 BE1300
 BE1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU944270(NAD 83)
 BE1300_MARKER: DB = BENCH MARK DISK
 BE1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1300_STAMPING: A 87 1934
 BE1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1300+STABILITY: SURFACE MOTION
 BE1300
 BE1300  HISTORY     - Date     Condition        Report By
 BE1300  HISTORY     - 1934     MONUMENTED       CGS
 BE1300  HISTORY     - 1955     GOOD             NGS
 BE1300  HISTORY     - 20010331 GOOD             NGS
 BE1300
 BE1300                          STATION DESCRIPTION
 BE1300
 BE1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE1300'2.7 MI N FROM SUMATRA.
 BE1300'2.7 MILES NORTH ALONG THE APALACHICOLA NORTHERN RAILROAD FROM
 BE1300'THE STATION AT SUMATRA, 32 FEET WEST OF THE WEST RAIL, 67 FEET
 BE1300'WEST AND ACROSS THE TRACK FROM MILE POST 49, 186 FEET NORTH OF
 BE1300'A POWER POLE THAT IS ON A BRANCH LINE LEADING TO THE TRACK,
 BE1300'8 1/2 FEET NORTH OF POLE NUMBER 1559 WHICH IS THE FIRST TELEPHONE
 BE1300'POLE NORTH OF A POLE WITH BOX ATTACHED AND CONNECTION TO THE
 BE1300'POWER LINE, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A
 BE1300'CONCRETE POST PROJECTING 3 INCHES.
 BE1300
 BE1300                          STATION RECOVERY (2001)
 BE1300
 BE1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1300'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0478 ***********************************************************************
 BE0478  DESIGNATION -  A 88
 BE0478  PID         -  BE0478
 BE0478  STATE/COUNTY-  FL/GADSDEN
 BE0478  USGS QUAD   -  GRETNA (1994)
 BE0478
 BE0478                         *CURRENT SURVEY CONTROL
 BE0478  ___________________________________________________________________
 BE0478* NAD 83(1986)-  30 35 33.     (N)    084 44 17.     (W)     SCALED    
 BE0478* NAVD 88     -        88.609  (meters)     290.71   (feet)  ADJUSTED  
 BE0478  ___________________________________________________________________
 BE0478  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BE0478  DYNAMIC HT  -          88.494 (meters)     290.33  (feet)  COMP
 BE0478  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BE0478
 BE0478  VERT ORDER  -  SECOND    CLASS 0
 BE0478
 BE0478.The horizontal coordinates were scaled from a topographic map and have
 BE0478.an estimated accuracy of +/- 6 seconds.
 BE0478
 BE0478.The orthometric height was determined by differential leveling
 BE0478.and adjusted by the National Geodetic Survey in June 1991..
 BE0478
 BE0478.The geoid height was determined by GEOID03.
 BE0478
 BE0478.The dynamic height is computed by dividing the NAVD 88
 BE0478.geopotential number by the normal gravity value computed on the
 BE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0478.degrees latitude (g = 980.6199 gals.).
 BE0478
 BE0478.The modeled gravity was interpolated from observed gravity values.
 BE0478
 BE0478;                    North         East    Units  Estimated Accuracy
 BE0478;SPC FL N     -   176,550.      577,170.      MT  (+/- 180 meters Scaled)
 BE0478
 BE0478                          SUPERSEDED SURVEY CONTROL
 BE0478
 BE0478  NGVD 29 (??/??/92)   88.752  (m)          291.18   (f) ADJ UNCH    2 0
 BE0478
 BE0478.Superseded values are not recommended for survey control.
 BE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0478.See file dsdata.txt to determine how the superseded data were derived.
 BE0478
 BE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU168866(NAD 83)
 BE0478_MARKER: DB = BENCH MARK DISK
 BE0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0478_STAMPING: A 88 1934
 BE0478_MARK LOGO: CGS   
 BE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0478+STABILITY: SURFACE MOTION
 BE0478
 BE0478  HISTORY     - Date     Condition        Report By
 BE0478  HISTORY     - 1934     MONUMENTED       CGS
 BE0478  HISTORY     - 1955     GOOD             NGS
 BE0478  HISTORY     - 1978     GOOD             FLDT
 BE0478  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 BE0478
 BE0478                          STATION DESCRIPTION
 BE0478
 BE0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0478'1.6 MI N FROM GREENSBORO.
 BE0478'ABOUT 1.6 MILES NORTH ALONG THE APALACHICOLA NORTHERN RAILROAD
 BE0478'FROM THE STATION AT GREENSBORO, 0.35 MILE SOUTH OF A PROMINENT
 BE0478'DIRT ROAD CROSSING, 58 1/2 FEET WEST OF THE WEST RAIL, 249
 BE0478'FEET NORTH-NORTHWEST AND ACROSS THE TRACK FROM MILE POST 91,
 BE0478'46 1/2 FEET NORTHWEST OF TELEPHONE POLE 344, 141 FEET SOUTH OF A
 BE0478'T FENCE CORNER, 73 FEET SOUTH OF A LONE 24-INCH PINE, 12 FEET
 BE0478'SOUTH OF A 10-INCH WILD CHERRY, ABOUT 2 FEET BELOW THE LEVEL
 BE0478'OF THE RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0478'NOTE-- THE CONCRETE POST AND DISK ARE BATTERED BUT MARK DOES
 BE0478'NOT APPEAR TO HAVE BEEN MOVED.
 BE0478
 BE0478                          STATION RECOVERY (1978)
 BE0478
 BE0478'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 BE0478'RECOVERED IN GOOD CONDITION.
 BE0478
 BE0478                          STATION RECOVERY (1999)
 BE0478
 BE0478'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2406 ***********************************************************************
 AC2406  DESIGNATION -  A 9
 AC2406  PID         -  AC2406
 AC2406  STATE/COUNTY-  FL/MIAMI-DADE
 AC2406  USGS QUAD   -  
 AC2406
 AC2406                         *CURRENT SURVEY CONTROL
 AC2406  ___________________________________________________________________
 AC2406* NAD 83(1986)-  25 58 30.     (N)    080 07 09.     (W)     SCALED    
 AC2406* NAVD 88     -         0.849  (meters)       2.79   (feet)  ADJUSTED  
 AC2406  ___________________________________________________________________
 AC2406  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AC2406  DYNAMIC HT  -           0.847 (meters)       2.78  (feet)  COMP
 AC2406  MODELED GRAV-     979,048.0   (mgal)                       NAVD 88
 AC2406
 AC2406  VERT ORDER  -  SECOND    CLASS 0
 AC2406
 AC2406.The horizontal coordinates were scaled from a topographic map and have
 AC2406.an estimated accuracy of +/- 6 seconds.
 AC2406
 AC2406.The orthometric height was determined by differential leveling
 AC2406.and adjusted by the National Geodetic Survey in June 1991..
 AC2406
 AC2406.The geoid height was determined by GEOID03.
 AC2406
 AC2406.The dynamic height is computed by dividing the NAVD 88
 AC2406.geopotential number by the normal gravity value computed on the
 AC2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2406.degrees latitude (g = 980.6199 gals.).
 AC2406
 AC2406.The modeled gravity was interpolated from observed gravity values.
 AC2406
 AC2406;                    North         East    Units  Estimated Accuracy
 AC2406;SPC FL E     -   182,140.      288,200.      MT  (+/- 180 meters Scaled)
 AC2406
 AC2406                          SUPERSEDED SURVEY CONTROL
 AC2406
 AC2406  NGVD 29 (??/??/92)    1.329  (m)            4.36   (f) ADJ UNCH    2 0
 AC2406
 AC2406.Superseded values are not recommended for survey control.
 AC2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2406.See file dsdata.txt to determine how the superseded data were derived.
 AC2406
 AC2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881732(NAD 83)
 AC2406_MARKER: Z = SEE DESCRIPTION
 AC2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2406_STAMPING: DWC BM A 9
 AC2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2406+STABILITY: SURFACE MOTION
 AC2406
 AC2406  HISTORY     - Date     Condition        Report By
 AC2406  HISTORY     - UNK      MONUMENTED       FL-025
 AC2406  HISTORY     - 1970     GOOD             NGS
 AC2406  HISTORY     - 1973     GOOD             NGS
 AC2406  HISTORY     - 19870803 MARK NOT FOUND   USPSQD
 AC2406
 AC2406                          STATION DESCRIPTION
 AC2406
 AC2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2406'3.1 MI N FROM SUNNY ISLES.
 AC2406'ABOUT 3.1 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AC2406'OF STATE HIGHWAY 826 AT SUNNY ISLES, ABOUT 2.85 MILES SOUTH
 AC2406'ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION OF STATE HIGHWAY
 AC2406'820 AT HOLLYWOOD, AT THE DADE-BROWARD COUNTY LINE, 77 FEET SOUTH
 AC2406'OF THE EXTENDED CENTER LINE OF MASSINI AVENUE WHICH IS AT THE
 AC2406'COUNTY LINE, 2.8 FEET EAST OF THE EAST CURB OF THE SOUTHBOUND
 AC2406'LANE OF THE HIGHWAY, 2 FEET WEST OF LIGHTPOLE NO. 43 C 143, ABOUT
 AC2406'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AC2406'4 INCHES BELOW THE LEVEL OF THE GROUND.
 AC2406
 AC2406                          STATION RECOVERY (1973)
 AC2406
 AC2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2406'RECOVERED IN GOOD CONDITION.
 AC2406
 AC2406                          STATION RECOVERY (1987)
 AC2406
 AC2406'RECOVERY NOTE BY US POWER SQUADRON 1987 (LR)
 AC2406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0091 ***********************************************************************
 BG0091  DESIGNATION -  A 9
 BG0091  PID         -  BG0091
 BG0091  STATE/COUNTY-  FL/ESCAMBIA
 BG0091  USGS QUAD   -  CANTONMENT (1987)
 BG0091
 BG0091                         *CURRENT SURVEY CONTROL
 BG0091  ___________________________________________________________________
 BG0091* NAD 83(1986)-  30 30 49.     (N)    087 15 36.     (W)     SCALED    
 BG0091* NAVD 88     -        40.182  (meters)     131.83   (feet)  ADJUSTED  
 BG0091  ___________________________________________________________________
 BG0091  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG0091  DYNAMIC HT  -          40.130 (meters)     131.66  (feet)  COMP
 BG0091  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BG0091
 BG0091  VERT ORDER  -  FIRST     CLASS II
 BG0091
 BG0091.The horizontal coordinates were scaled from a topographic map and have
 BG0091.an estimated accuracy of +/- 6 seconds.
 BG0091
 BG0091.The orthometric height was determined by differential leveling
 BG0091.and adjusted by the National Geodetic Survey in June 1991..
 BG0091
 BG0091.The geoid height was determined by GEOID03.
 BG0091
 BG0091.The dynamic height is computed by dividing the NAVD 88
 BG0091.geopotential number by the normal gravity value computed on the
 BG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0091.degrees latitude (g = 980.6199 gals.).
 BG0091
 BG0091.The modeled gravity was interpolated from observed gravity values.
 BG0091
 BG0091;                    North         East    Units  Estimated Accuracy
 BG0091;SPC FL N     -   170,990.      335,120.      MT  (+/- 180 meters Scaled)
 BG0091
 BG0091                          SUPERSEDED SURVEY CONTROL
 BG0091
 BG0091  NGVD 29 (??/??/92)   40.234  (m)          132.00   (f) ADJ UNCH    1 2
 BG0091
 BG0091.Superseded values are not recommended for survey control.
 BG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0091.See file dsdata.txt to determine how the superseded data were derived.
 BG0091
 BG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU750757(NAD 83)
 BG0091_MARKER: DB = BENCH MARK DISK
 BG0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0091_STAMPING: 132.001 A 9 1918
 BG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0091+STABILITY: SURFACE MOTION
 BG0091
 BG0091  HISTORY     - Date     Condition        Report By
 BG0091  HISTORY     - 1918     MONUMENTED       CGS
 BG0091  HISTORY     - 1955     GOOD             NGS
 BG0091  HISTORY     - 1975     MARK NOT FOUND   USGS
 BG0091
 BG0091                          STATION DESCRIPTION
 BG0091
 BG0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0091'7.6 MI S FROM CANTONMENT.
 BG0091'ABOUT 7.55 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 BG0091'RAILROAD FROM THE STATION AT CANTONMENT, ABOUT 7.5 MILES NORTH
 BG0091'OF THE STATION AT PENSACOLA, ABOUT 0.55 MILE NORTH OF THE
 BG0091'STATION SIGN AT OLIVE, ABOUT 0.45 MILE NORTH OF CROSSING OF
 BG0091'STATE HIGHWAY 290, 39 FEET WEST OF WEST RAIL, 437 FEET SOUTH OF
 BG0091'MILE POST 643, 83 FEET SOUTHWEST OF A WHISTLE POST, 169 FEET
 BG0091'NORTH OF A LONE 28-INCH PINE TREE WHICH IS IN R/W FENCE LINE,
 BG0091'8 1/2 FEET EAST OF FENCE LINE, ABOUT 1/2 FOOT ABOVE LEVEL OF
 BG0091'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 BG0091'GROUND.
 BG0091
 BG0091                          STATION RECOVERY (1975)
 BG0091
 BG0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BG0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1545 ***********************************************************************
 AG1545  DESIGNATION -  A 9
 AG1545  PID         -  AG1545
 AG1545  STATE/COUNTY-  FL/MANATEE
 AG1545  USGS QUAD   -  LORRAINE (1987)
 AG1545
 AG1545                         *CURRENT SURVEY CONTROL
 AG1545  ___________________________________________________________________
 AG1545* NAD 83(1990)-  27 28 32.25802(N)    082 23 44.04996(W)     ADJUSTED  
 AG1545* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AG1545  ___________________________________________________________________
 AG1545  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AG1545  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG1545
 AG1545  HORZ ORDER  -  SECOND
 AG1545
 AG1545.The horizontal coordinates were established by classical geodetic methods
 AG1545.and adjusted by the National Geodetic Survey in May 1991..
 AG1545
 AG1545.The orthometric height was scaled from a topographic map.
 AG1545
 AG1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1545
 AG1545.The geoid height was determined by GEOID03.
 AG1545
 AG1545;                    North         East     Units Scale Factor Converg.
 AG1545;SPC FL W     -   348,166.172   160,906.452   MT  0.99996003   -0 10 57.0
 AG1545;SPC FL W     - 1,142,275.18    527,907.25   sFT  0.99996003   -0 10 57.0
 AG1545;UTM  17      - 3,039,891.962   362,117.724   MT  0.99983468   -0 38 38.3
 AG1545
 AG1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1545!SPC FL W     -   1.00000219  x   0.99996003  =   0.99996222
 AG1545!UTM  17      -   1.00000219  x   0.99983468  =   0.99983687
 AG1545
 AG1545|---------------------------------------------------------------------|
 AG1545| PID    Reference Object                     Distance      Geod. Az  |
 AG1545|                                                           dddmmss.s |
 AG1545| CW6884 A 9 RM 1                             11.310 METERS 12252     |
 AG1545| CW6883 A 9 AZ MK                                          17935     |
 AG1545| CW6885 A 9 RM 2                             14.313 METERS 22829     |
 AG1545|---------------------------------------------------------------------|
 AG1545
 AG1545                          SUPERSEDED SURVEY CONTROL
 AG1545
 AG1545  NAD 83(1986)-  27 28 32.26512(N)    082 23 44.06298(W) AD(       ) 2
 AG1545  NAD 27      -  27 28 31.11821(N)    082 23 44.72415(W) AD(       ) 2
 AG1545
 AG1545.Superseded values are not recommended for survey control.
 AG1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1545.See file dsdata.txt to determine how the superseded data were derived.
 AG1545
 AG1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6211839892(NAD 83)
 AG1545_MARKER: DD = SURVEY DISK
 AG1545_SETTING: 0 = UNSPECIFIED SETTING
 AG1545
 AG1545  HISTORY     - Date     Condition        Report By
 AG1545  HISTORY     - 1944     MONUMENTED       CGS
 AG1545  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AG1545
 AG1545                          STATION DESCRIPTION
 AG1545
 AG1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1545'STATION IS LOCATED 10 MILES SE OF MANATEE AND 1.7 MILES W OF
 AG1545'U.S.C. AND G.S. TRIANGULATION STATION SCHROEDER 1934.  IT IS ON
 AG1545'THE RIGHT SIDE OF THE ROAD IN A TRIANGLE FORMED BY STATE
 AG1545'HIGHWAY 161 AND THE FORKS OF A SIDE ROAD LEADING S, 17 FEET S
 AG1545'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET E OF THE W FORK OF
 AG1545'THE SIDE ROAD AND 17 FEET W OF THE E FORK OF THE SIDE ROAD,
 AG1545'STAMPED A 9 1944 AND IS FLUSH WITH THE GROUND.
 AG1545'
 AG1545'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1545'THE TOP OF CONCRETE POSTS.
 AG1545'
 AG1545'REFERENCE MARK 1 IS SE OF THE STATION, 38 FEET S OF THE CENTER
 AG1545'LINE OF STATE HIGHWAY 161.  IT IS STAMPED A 9 1944 NO 1 AND
 AG1545'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 AG1545'
 AG1545'REFERENCE MARK 2 IS SW OF THE STATION, 49 FEET S OF STATE
 AG1545'HIGHWAY 161.  IT IS STAMPED A 9 1944 NO 2 AND PROJECTS ABOUT 6
 AG1545'INCHES ABOVE THE GROUND.
 AG1545'
 AG1545'AZIMUTH MARK IS 0.45 MILE S OF THE STATION, 8 FEET E OF THE
 AG1545'CENTER LINE OF THE N-S SAND ROAD, 51 FEET E OF THE N-S FENCE
 AG1545'LINE, AND 255.5 FEET S OF THE SE CORNER OF A CATTLE GUARD.  THE
 AG1545'MARK IS A BRONZE REFERENCE DISK SET FLUSH IN THE SHOULDER OF
 AG1545'THE HIGHWAY AND STAMPED A 9 1944 AZIMUTH.
 AG1545'
 AG1545'TO REACH THE STATION FROM THE PUBLIC SCHOOL IN MANATEE, GO E
 AG1545'ON STATE HIGHWAY 161 FOR 10.0 MILES.
 AG1545'
 AG1545'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AG1545
 AG1545                          STATION RECOVERY (1954)
 AG1545
 AG1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR)
 AG1545'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 AG1545'CONDITION.  REFERENCE MARK 1 WAS MOVED AND IS NOW STAMPED
 AG1545'NO 1 A-9-2 1954.  THE AZIMUTH MARK COULD NOT BE FOUND ALTHOUGH
 AG1545'IT IS BELIEVED TO EXIST.
 AG1545'
 AG1545'THE FOLLOWING CORRECTIONS ARE APPLICABLE TO THE DESCRIPTION--
 AG1545'
 AG1545'STATE HIGHWAY 161 HAS BEEN RENUMBERED 64.
 AG1545'
 AG1545'REFERENCE MARK 2 IS 2 IN. UNDERGROUND.
 AG1545'
 AG1545'THE HIGHWAY IS TO BE WIDENED AND THE STATION WILL LIKELY BE
 AG1545'DESTROYED.  STATION A-9-2, 1954 WAS ESTABLISHED AND IS 66.71
 AG1545'FT. (20.333 M.) TO THE N.
 AG1545'
 AG1545'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8465 ***********************************************************************
 AG8465  DESIGNATION -  A 9 2 RM 1
 AG8465  PID         -  AG8465
 AG8465  STATE/COUNTY-  FL/MANATEE
 AG8465  USGS QUAD   -  LORRAINE (1987)
 AG8465
 AG8465                         *CURRENT SURVEY CONTROL
 AG8465  ___________________________________________________________________
 AG8465* NAD 83(1990)-  27 28 32.92364(N)    082 23 44.72235(W)     ADJUSTED  
 AG8465* NAVD 88     -        10.178  (meters)      33.39   (feet)  ADJUSTED  
 AG8465  ___________________________________________________________________
 AG8465  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AG8465  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG8465  DYNAMIC HT  -          10.162 (meters)      33.34  (feet)  COMP
 AG8465  MODELED GRAV-     979,134.0   (mgal)                       NAVD 88
 AG8465
 AG8465  HORZ ORDER  -  SECOND
 AG8465  VERT ORDER  -  SECOND    CLASS II
 AG8465
 AG8465.The horizontal coordinates were established by classical geodetic methods
 AG8465.and adjusted by the National Geodetic Survey in May 1991..
 AG8465
 AG8465.The orthometric height was determined by differential leveling
 AG8465.and adjusted by the National Geodetic Survey in June 1991..
 AG8465
 AG8465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8465
 AG8465.The geoid height was determined by GEOID03.
 AG8465
 AG8465.The dynamic height is computed by dividing the NAVD 88
 AG8465.geopotential number by the normal gravity value computed on the
 AG8465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG8465.degrees latitude (g = 980.6199 gals.).
 AG8465
 AG8465.The modeled gravity was interpolated from observed gravity values.
 AG8465
 AG8465;                    North         East     Units Scale Factor Converg.
 AG8465;SPC FL W     -   348,186.718   160,888.059   MT  0.99996005   -0 10 57.3
 AG8465;SPC FL W     - 1,142,342.59    527,846.91   sFT  0.99996005   -0 10 57.3
 AG8465;UTM  17      - 3,039,912.653   362,099.498   MT  0.99983474   -0 38 38.6
 AG8465
 AG8465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8465!SPC FL W     -   1.00000227  x   0.99996005  =   0.99996232
 AG8465!UTM  17      -   1.00000227  x   0.99983474  =   0.99983701
 AG8465
 AG8465                          SUPERSEDED SURVEY CONTROL
 AG8465
 AG8465  NAD 83(1986)-  27 28 32.92962(N)    082 23 44.73567(W) AD(       ) 2
 AG8465  NGVD 29 (09/25/89)   10.67   (m)           35.0    (f) LEVELING    3  
 AG8465
 AG8465.Superseded values are not recommended for survey control.
 AG8465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8465.See file dsdata.txt to determine how the superseded data were derived.
 AG8465
 AG8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6209939913(NAD 83)
 AG8465_MARKER: DR = REFERENCE MARK DISK
 AG8465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8465_SP_SET: CONCRETE POST
 AG8465_STAMPING: A 9 2 NO 1 1954
 AG8465_MARK LOGO: CGS   
 AG8465_PROJECTION: PROJECTING 15 CENTIMETERS
 AG8465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8465+STABILITY: SURFACE MOTION
 AG8465
 AG8465  HISTORY     - Date     Condition        Report By
 AG8465  HISTORY     - 1954     MONUMENTED       CGS
 AG8465  HISTORY     - 1985     GOOD             FLDT
 AG8465
 AG8465                          STATION DESCRIPTION
 AG8465
 AG8465'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985
 AG8465'11.05 MI EAST FROM BRADENTON.
 AG8465'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT
 AG8465'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.45 MILES
 AG8465'TO THE INTERSECTION OF UPPER MANATEE ROAD, CONTINUE EAST ON STATE
 AG8465'ROAD 64 FOR 2.6 MILES TO THE INTERSECTION OF LORRAINE ROAD AND THE
 AG8465'MARK.  IT IS 62.0 FEET WEST OF THE PROJECTED CENTER OF LORRAINE ROAD,
 AG8465'50.0 FEET EAST OF THE CENTER OF A DIRT DRIVE LEADING NORTH, 48.5 FEET
 AG8465'NORTH OF THE CENTER OF STATE ROAD 64 AND 1.5 FEET SOUTH OF A BARB
 AG8465'WIRE FENCE.  NOTE--STATION A 9 2 WAS ESTABLISHED IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1418 ***********************************************************************
 AR1418  DESIGNATION -  A 9 FLDNR
 AR1418  PID         -  AR1418
 AR1418  STATE/COUNTY-  FL/DIXIE
 AR1418  USGS QUAD   -  VISTA (1993)
 AR1418
 AR1418                         *CURRENT SURVEY CONTROL
 AR1418  ___________________________________________________________________
 AR1418* NAD 83(1986)-  29 26 15.     (N)    083 02 04.     (W)     SCALED    
 AR1418* NAVD 88     -         2.853  (meters)       9.36   (feet)  ADJUSTED  
 AR1418  ___________________________________________________________________
 AR1418  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AR1418  DYNAMIC HT  -           2.849 (meters)       9.35  (feet)  COMP
 AR1418  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AR1418
 AR1418  VERT ORDER  -  SECOND    CLASS I
 AR1418
 AR1418.The horizontal coordinates were scaled from a topographic map and have
 AR1418.an estimated accuracy of +/- 6 seconds.
 AR1418
 AR1418.The orthometric height was determined by differential leveling
 AR1418.and adjusted by the National Geodetic Survey in June 1991..
 AR1418
 AR1418.The geoid height was determined by GEOID03.
 AR1418
 AR1418.The dynamic height is computed by dividing the NAVD 88
 AR1418.geopotential number by the normal gravity value computed on the
 AR1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1418.degrees latitude (g = 980.6199 gals.).
 AR1418
 AR1418.The modeled gravity was interpolated from observed gravity values.
 AR1418
 AR1418;                    North         East    Units  Estimated Accuracy
 AR1418;SPC FL N     -    49,410.      742,200.      MT  (+/- 180 meters Scaled)
 AR1418
 AR1418                          SUPERSEDED SURVEY CONTROL
 AR1418
 AR1418.No superseded survey control is available for this station.
 AR1418
 AR1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN026581(NAD 83)
 AR1418_MARKER: DB = BENCH MARK DISK
 AR1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1418_SP_SET: CONCRETE POST
 AR1418_STAMPING: DNR A9
 AR1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1418+STABILITY: SURFACE MOTION
 AR1418
 AR1418  HISTORY     - Date     Condition        Report By
 AR1418  HISTORY     - 1976     MONUMENTED       FLDNR
 AR1418  HISTORY     - 1989     GOOD             USPSQD
 AR1418
 AR1418                          STATION DESCRIPTION
 AR1418
 AR1418'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1418'11.2 MI SW FROM OLD TOWN.
 AR1418'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1418'HIGHWAY 19 AND STATE HIGHWAY SR349,PROCEED SOUTH ALONG SR349 ABOUT
 AR1418'11.25 MILES.
 AR1418'ABOUT 49.4 FEET N60W FROM THE CENTERLINE OF SR349,ABOUT 175.6
 AR1418'N20E FROM A POWER POLE.
 AR1418'A 2.25 INCH DIAMETER BRASS DNR LAKES BENCH MARK DISK WITH AN 18 INCH
 AR1418'BY HALF INCH REBAR DRIVEN INTO THE ADJACENT GROUND.
 AR1418
 AR1418                          STATION RECOVERY (1989)
 AR1418
 AR1418'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2007 ***********************************************************************
 BG2007  DESIGNATION -  A 962 USE RESET 1962
 BG2007  PID         -  BG2007
 BG2007  STATE/COUNTY-  FL/OKALOOSA
 BG2007  USGS QUAD   -  MARY ESTHER (1994)
 BG2007
 BG2007                         *CURRENT SURVEY CONTROL
 BG2007  ___________________________________________________________________
 BG2007* NAD 83(1986)-  30 24 39.     (N)    086 41 24.     (W)     SCALED    
 BG2007* NAVD 88     -         4.017  (meters)      13.18   (feet)  ADJUSTED  
 BG2007  ___________________________________________________________________
 BG2007  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG2007  DYNAMIC HT  -           4.012 (meters)      13.16  (feet)  COMP
 BG2007  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 BG2007
 BG2007  VERT ORDER  -  FIRST     CLASS I
 BG2007
 BG2007.The horizontal coordinates were scaled from a topographic map and have
 BG2007.an estimated accuracy of +/- 6 seconds.
 BG2007
 BG2007.The orthometric height was determined by differential leveling
 BG2007.and adjusted by the National Geodetic Survey in June 1991..
 BG2007
 BG2007.The geoid height was determined by GEOID03.
 BG2007
 BG2007.The dynamic height is computed by dividing the NAVD 88
 BG2007.geopotential number by the normal gravity value computed on the
 BG2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2007.degrees latitude (g = 980.6199 gals.).
 BG2007
 BG2007.The modeled gravity was interpolated from observed gravity values.
 BG2007
 BG2007;                    North         East    Units  Estimated Accuracy
 BG2007;SPC FL N     -   158,410.      389,590.      MT  (+/- 180 meters Scaled)
 BG2007
 BG2007                          SUPERSEDED SURVEY CONTROL
 BG2007
 BG2007  NGVD 29 (??/??/92)    4.131  (m)           13.55   (f) ADJ UNCH    1 1
 BG2007
 BG2007.Superseded values are not recommended for survey control.
 BG2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2007.See file dsdata.txt to determine how the superseded data were derived.
 BG2007
 BG2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU297643(NAD 83)
 BG2007_MARKER: DB = BENCH MARK DISK
 BG2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2007_STAMPING: A 962 USE RESET 1962
 BG2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2007+STABILITY: SURFACE MOTION
 BG2007
 BG2007  HISTORY     - Date     Condition        Report By
 BG2007  HISTORY     - 1962     MONUMENTED       CGS
 BG2007  HISTORY     - 1972     GOOD             NGS
 BG2007  HISTORY     - 1988     GOOD             USPSQD
 BG2007  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2007  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 BG2007  HISTORY     - 19960207 MARK NOT FOUND   USPSQD
 BG2007
 BG2007                          STATION DESCRIPTION
 BG2007
 BG2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BG2007'5.2 MI W FROM FORT WALTON BEACH.
 BG2007'LOCATED 5.25 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE
 BG2007'IN FORT WALTON BEACH, AT THE INTERSECTION OF A ROAD, SOUTH,
 BG2007'19 PACES NORTH OF THE CENTERLINE OF U.S. HIGHWAY 98, AND 1.4
 BG2007'FEET SOUTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED
 BG2007'A 962 USE RESET 1962 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 BG2007'MONUMENT THAT PROJECTS 3 INCHES.
 BG2007
 BG2007                          STATION RECOVERY (1988)
 BG2007
 BG2007'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJM)
 BG2007'RECOVERED IN GOOD CONDITION.
 BG2007
 BG2007                          STATION RECOVERY (1990)
 BG2007
 BG2007'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG2007'MARK NOT FOUND.
 BG2007
 BG2007                          STATION RECOVERY (1996)
 BG2007
 BG2007'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2007'MARK NOT FOUND.
 BG2007
 BG2007                          STATION RECOVERY (1996)
 BG2007
 BG2007'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2707 ***********************************************************************
 AD2707  DESIGNATION -  A 98
 AD2707  PID         -  AD2707
 AD2707  STATE/COUNTY-  FL/PALM BEACH
 AD2707  USGS QUAD   -  DELRAY BEACH (1983)
 AD2707
 AD2707                         *CURRENT SURVEY CONTROL
 AD2707  ___________________________________________________________________
 AD2707* NAD 83(1986)-  26 29 53.     (N)    080 03 51.     (W)     SCALED    
 AD2707* NAVD 88     -         4.527  (meters)      14.85   (feet)  ADJUSTED  
 AD2707  ___________________________________________________________________
 AD2707  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AD2707  DYNAMIC HT  -           4.520 (meters)      14.83  (feet)  COMP
 AD2707  MODELED GRAV-     979,098.6   (mgal)                       NAVD 88
 AD2707
 AD2707  VERT ORDER  -  FIRST     CLASS I
 AD2707
 AD2707.The horizontal coordinates were scaled from a topographic map and have
 AD2707.an estimated accuracy of +/- 6 seconds.
 AD2707
 AD2707.The orthometric height was determined by differential leveling
 AD2707.and adjusted by the National Geodetic Survey in June 1991..
 AD2707
 AD2707.The geoid height was determined by GEOID03.
 AD2707
 AD2707.The dynamic height is computed by dividing the NAVD 88
 AD2707.geopotential number by the normal gravity value computed on the
 AD2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2707.degrees latitude (g = 980.6199 gals.).
 AD2707
 AD2707.The modeled gravity was interpolated from observed gravity values.
 AD2707
 AD2707;                    North         East    Units  Estimated Accuracy
 AD2707;SPC FL E     -   240,130.      293,290.      MT  (+/- 180 meters Scaled)
 AD2707
 AD2707                          SUPERSEDED SURVEY CONTROL
 AD2707
 AD2707  NGVD 29 (??/??/92)    4.999  (m)           16.40   (f) ADJ UNCH    1 1
 AD2707
 AD2707.Superseded values are not recommended for survey control.
 AD2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2707.See file dsdata.txt to determine how the superseded data were derived.
 AD2707
 AD2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK932311(NAD 83)
 AD2707_MARKER: DB = BENCH MARK DISK
 AD2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2707_STAMPING: A 98 1942
 AD2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2707+STABILITY: SURFACE MOTION
 AD2707
 AD2707  HISTORY     - Date     Condition        Report By
 AD2707  HISTORY     - 1942     MONUMENTED       CGS
 AD2707  HISTORY     - 1965     GOOD             NGS
 AD2707  HISTORY     - 1973     GOOD             NGS
 AD2707  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 19910107 MARK NOT FOUND   NGS
 AD2707  HISTORY     - 19910723 GOOD             USPSQD
 AD2707  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD2707  HISTORY     - 20020204 MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 20031227 MARK NOT FOUND   USPSQD
 AD2707  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 AD2707
 AD2707                          STATION DESCRIPTION
 AD2707
 AD2707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2707'2.1 MI S FROM BOYNTON BEACH.
 AD2707'ABOUT 2.1 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2707'FROM THE CROSSING OF N.E. 2ND AVENUE AT BOYNTON BEACH,
 AD2707'0.3 MILE SOUTH OF MILEPOST 314, IN SECTION 4, R 43 E, T 46 S,
 AD2707'BETWEEN THE TRACK AND OLD DIXIE HIGHWAY, 9 RAILS NORTH OF
 AD2707'SEMAPHORE NO. 3143, 29.2 FEET EAST OF THE EAST RAIL OF THE
 AD2707'NORTHBOUND MAIN TRACK, 25.0 FEET WEST OF THE CENTER LINE OF
 AD2707'OLD DIXIE HIGHWAY, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 AD2707'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 AD2707'POST PROJECTING 0.1 FOOT.
 AD2707
 AD2707                          STATION RECOVERY (1973)
 AD2707
 AD2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2707'RECOVERED IN GOOD CONDITION.
 AD2707
 AD2707                          STATION RECOVERY (1987)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (1988)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (1988)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (1989)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (1989)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (1990)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (1991)
 AD2707
 AD2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2707'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD2707
 AD2707                          STATION RECOVERY (1991)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD2707'RECOVERED IN GOOD CONDITION.
 AD2707
 AD2707                          STATION RECOVERY (2001)
 AD2707
 AD2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2707'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2707
 AD2707                          STATION RECOVERY (2002)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 2002 (BJS)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (2003)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2707'MARK NOT FOUND.
 AD2707
 AD2707                          STATION RECOVERY (2005)
 AD2707
 AD2707'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2648 ***********************************************************************
 AD2648  DESIGNATION -  A 99
 AD2648  PID         -  AD2648
 AD2648  STATE/COUNTY-  FL/BROWARD
 AD2648  USGS QUAD   -  WEST DIXIE BEND (1983)
 AD2648
 AD2648                         *CURRENT SURVEY CONTROL
 AD2648  ___________________________________________________________________
 AD2648* NAD 83(1986)-  26 15 36.     (N)    080 12 06.     (W)     SCALED    
 AD2648* NAVD 88     -         4.059  (meters)      13.32   (feet)  ADJUSTED  
 AD2648  ___________________________________________________________________
 AD2648  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AD2648  DYNAMIC HT  -           4.053 (meters)      13.30  (feet)  COMP
 AD2648  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 AD2648
 AD2648  VERT ORDER  -  SECOND    CLASS 0
 AD2648
 AD2648.The horizontal coordinates were scaled from a topographic map and have
 AD2648.an estimated accuracy of +/- 6 seconds.
 AD2648
 AD2648.The orthometric height was determined by differential leveling
 AD2648.and adjusted by the National Geodetic Survey in June 1991..
 AD2648
 AD2648.The geoid height was determined by GEOID03.
 AD2648
 AD2648.The dynamic height is computed by dividing the NAVD 88
 AD2648.geopotential number by the normal gravity value computed on the
 AD2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2648.degrees latitude (g = 980.6199 gals.).
 AD2648
 AD2648.The modeled gravity was interpolated from observed gravity values.
 AD2648
 AD2648;                    North         East    Units  Estimated Accuracy
 AD2648;SPC FL E     -   213,660.      279,750.      MT  (+/- 180 meters Scaled)
 AD2648
 AD2648                          SUPERSEDED SURVEY CONTROL
 AD2648
 AD2648  NGVD 29 (??/??/92)    4.54   (m)           14.9    (f) COMPUTED    2 0
 AD2648
 AD2648.Superseded values are not recommended for survey control.
 AD2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2648.See file dsdata.txt to determine how the superseded data were derived.
 AD2648
 AD2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK797047(NAD 83)
 AD2648_MARKER: DB = BENCH MARK DISK
 AD2648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2648_SP_SET: BRIDGE
 AD2648_STAMPING: A-99 1942
 AD2648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2648
 AD2648  HISTORY     - Date     Condition        Report By
 AD2648  HISTORY     - 1942     MONUMENTED       CGS
 AD2648
 AD2648                          STATION DESCRIPTION
 AD2648
 AD2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AD2648'20.6 MI NW FROM HOLLYWOOD.
 AD2648'3.1 MILES WEST ALONG A BLACK TOP ROAD, THENCE, 17.5 MILES NORTH
 AD2648'ALONG STATE ROAD NO. 149 FROM THE HOLLYWOOD CITY HALL AT
 AD2648'HOLLYWOOD.  18 FEET EAST OF THE CENTER-LINE OF STATE ROAD NO.
 AD2648'149.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2647 ***********************************************************************
 AD2647  DESIGNATION -  A 99 RESET 1964
 AD2647  PID         -  AD2647
 AD2647  STATE/COUNTY-  FL/BROWARD
 AD2647  USGS QUAD   -  WEST DIXIE BEND (1983)
 AD2647
 AD2647                         *CURRENT SURVEY CONTROL
 AD2647  ___________________________________________________________________
 AD2647* NAD 83(1986)-  26 15 36.     (N)    080 12 06.     (W)     SCALED    
 AD2647* NAVD 88     -         3.58   (meters)      11.7    (feet)  RESET     
 AD2647  ___________________________________________________________________
 AD2647  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AD2647
 AD2647  VERT ORDER  -  THIRD
 AD2647
 AD2647.The horizontal coordinates were scaled from a topographic map and have
 AD2647.an estimated accuracy of +/- 6 seconds.
 AD2647
 AD2647.The orthometric height was computed from unverified reset data.
 AD2647
 AD2647.The geoid height was determined by GEOID03.
 AD2647
 AD2647;                    North         East    Units  Estimated Accuracy
 AD2647;SPC FL E     -   213,660.      279,750.      MT  (+/- 180 meters Scaled)
 AD2647
 AD2647                          SUPERSEDED SURVEY CONTROL
 AD2647
 AD2647  NGVD 29 (??/??/??)    4.05   (m)           13.3    (f) RESET       3  
 AD2647
 AD2647.Superseded values are not recommended for survey control.
 AD2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2647.See file dsdata.txt to determine how the superseded data were derived.
 AD2647
 AD2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK797047(NAD 83)
 AD2647_MARKER: DB = BENCH MARK DISK
 AD2647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2647_SP_SET: CATCH BASIN
 AD2647_STAMPING: A 99 RESET 1964
 AD2647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2647
 AD2647  HISTORY     - Date     Condition        Report By
 AD2647  HISTORY     - 1964     MONUMENTED       CGS
 AD2647  HISTORY     - 1984     GOOD             USPSQD
 AD2647  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD2647  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2647
 AD2647                          STATION DESCRIPTION
 AD2647
 AD2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AD2647'1 MI N FROM MARGATE.
 AD2647'1.0 MILE NORTH ALONG STATE ROAD 7 (U.S. HIGHWAY 441) FROM THE
 AD2647'JUNCTION WITH STATE ROAD 814 (HAMMONDVILLE ROAD) AT MARGATE,
 AD2647'0.1 MILE NORTH OF WINFIELD BOULEVARD, FLUSH IN THE TOP OF THE
 AD2647'SOUTHEAST CORNER OF A LARGE CONCRETE CATCH BASIN IN THE CENTER
 AD2647'OF THE MEDIAN STRIP.
 AD2647
 AD2647                          STATION RECOVERY (1984)
 AD2647
 AD2647'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2647'ABOUT 3.33 FT. EAST OF EDGE OF CURB, 3.33 FT. WEST OF EDGE OF CURB,
 AD2647'29.75 FT. SOUTH OF POINT OF CONCRETE AT INTERSECTION (LOCATED IN
 AD2647'CENTER MEDIAN, 34.5 FT. WEST OF CENTERLINE OF CENTERLINE OF
 AD2647'NORTHBOARD LANE OF STATE ROUTE 7, AT INTERSECTION OF RANCHO BLVD.
 AD2647'(SOUTH SIDE)
 AD2647
 AD2647                          STATION RECOVERY (1984)
 AD2647
 AD2647'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2647'MARK NOT FOUND.
 AD2647
 AD2647                          STATION RECOVERY (1987)
 AD2647
 AD2647'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1354 ***********************************************************************
 AG1354  DESIGNATION -  A ALL USE 1926
 AG1354  PID         -  AG1354
 AG1354  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1354  USGS QUAD   -  TAMPA (1995)
 AG1354
 AG1354                         *CURRENT SURVEY CONTROL
 AG1354  ___________________________________________________________________
 AG1354* NAD 83(1990)-  27 55 13.93992(N)    082 26 42.65492(W)     ADJUSTED  
 AG1354* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AG1354  ___________________________________________________________________
 AG1354  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AG1354  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG1354
 AG1354  HORZ ORDER  -  THIRD
 AG1354
 AG1354.The horizontal coordinates were established by classical geodetic methods
 AG1354.and adjusted by the National Geodetic Survey in May 1991..
 AG1354
 AG1354.The orthometric height was scaled from a topographic map.
 AG1354
 AG1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1354
 AG1354.The geoid height was determined by GEOID03.
 AG1354
 AG1354;                    North         East     Units Scale Factor Converg.
 AG1354;SPC FL W     -   397,483.428   156,181.324   MT  0.99996487   -0 12 30.4
 AG1354;SPC FL W     - 1,304,076.88    512,404.89   sFT  0.99996487   -0 12 30.4
 AG1354;UTM  17      - 3,089,239.997   357,793.442   MT  0.99984961   -0 40 36.5
 AG1354
 AG1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1354!SPC FL W     -   1.00000365  x   0.99996487  =   0.99996852
 AG1354!UTM  17      -   1.00000365  x   0.99984961  =   0.99985326
 AG1354
 AG1354                          SUPERSEDED SURVEY CONTROL
 AG1354
 AG1354  NAD 83(1986)-  27 55 13.94294(N)    082 26 42.66622(W) AD(       ) 3
 AG1354  NAD 27      -  27 55 12.85857(N)    082 26 43.32568(W) AD(       ) 3
 AG1354
 AG1354.Superseded values are not recommended for survey control.
 AG1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1354.See file dsdata.txt to determine how the superseded data were derived.
 AG1354
 AG1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5779389240(NAD 83)
 AG1354_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1354+STABILITY: SURFACE MOTION
 AG1354
 AG1354  HISTORY     - Date     Condition        Report By
 AG1354  HISTORY     - 1926     MONUMENTED       USE
 AG1354  HISTORY     - 1926     GOOD             CGS
 AG1354  HISTORY     - 1941     GOOD             CGS
 AG1354  HISTORY     - 1957     MARK NOT FOUND   CGS
 AG1354
 AG1354                          STATION DESCRIPTION
 AG1354
 AG1354'DESCRIBED BY US ENGINEERS 1926 (RLS)
 AG1354'STATION IS ENGINEERS STATION ALL ON HOOKER POINT, ENTRANCE TO
 AG1354'TAMPA HARBOR.  IT IS A STATION OF LOCAL CONTROL SCHEME FOR
 AG1354'HARBOR MAINTENANCE.
 AG1354'
 AG1354'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AG1354'
 AG1354'STATION IS A CONCRETE BLOCK ABOUT 8 BY 8 INCHES, SET FLUSH
 AG1354'WITH GROUND, MARKED BY NAIL IN CENTER AND WITH U.S.E.D.
 AG1354'INSCRIBED ON TOP.  LOCAL U.S.E. OFFICE CAN FURNISH FURTHER DETAILS
 AG1354'REGARDING THIS STATION.
 AG1354
 AG1354                          STATION RECOVERY (1926)
 AG1354
 AG1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RLS)
 AG1354'STATION IS ENGINEERS STATION ALL ON HOOKERS POINT, ENTRANCE TO
 AG1354'TAMPA HARBOR.  THIS IS STATION OF LOCAL CONTROL SCHEME FOR
 AG1354'HARBOR MAINTENANCE.
 AG1354
 AG1354                          STATION RECOVERY (1941)
 AG1354
 AG1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC)
 AG1354'THE STATION IS ABOUT 210 METERS NW OF THE S END OF HOOKER
 AG1354'POINT, 61.0 METERS E OF THE HIGH-WATER LINE OF SEDDON ISLAND,
 AG1354'283 METERS SSE OF BEACON NO. 24, 35.8 METERS NW OF A PINE, 80
 AG1354'METERS SSW OF A PINE ABOUT 25 FEET HIGH, ON THE HIGHEST MOUND
 AG1354'IN THE VICINITY.  THE STATION IS AN 8-INCH SQUARE BLOCK OF
 AG1354'CONCRETE WITH 1-INCH PIPE IN THE CENTER EXTENDING 1-1/2 INCHES
 AG1354'ABOVE THE CONCRETE, INSCRIBED IN THE CONCRETE U.S.E.  THE
 AG1354'POST EXTENDS 6 INCHES ABOVE THE GROUND.
 AG1354'
 AG1354'THE STATION IS IDENTICAL WITH U.S.E. STATION ALL.
 AG1354
 AG1354                          STATION RECOVERY (1957)
 AG1354
 AG1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW)
 AG1354'NOT RECOVERED.  THE AREA WAS SEARCHED BUT THE STATION WAS NOT
 AG1354'FOUND.  THERE HAS BEEN CONSIDERABLE INDUSTRIAL DEVELOPMENT AND
 AG1354'THE STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1555 ***********************************************************************
 AD1555  DESIGNATION -  A F 2
 AD1555  PID         -  AD1555
 AD1555  STATE/COUNTY-  FL/LEE
 AD1555  USGS QUAD   -  FORT MYERS SW (1987)
 AD1555
 AD1555                         *CURRENT SURVEY CONTROL
 AD1555  ___________________________________________________________________
 AD1555* NAD 83(1986)-  26 36 42.     (N)    081 53 03.     (W)     SCALED    
 AD1555* NAVD 88     -         3.343  (meters)      10.97   (feet)  ADJUSTED  
 AD1555  ___________________________________________________________________
 AD1555  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AD1555  DYNAMIC HT  -           3.338 (meters)      10.95  (feet)  COMP
 AD1555  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 AD1555
 AD1555  VERT ORDER  -  FIRST     CLASS I
 AD1555
 AD1555.The horizontal coordinates were scaled from a topographic map and have
 AD1555.an estimated accuracy of +/- 6 seconds.
 AD1555
 AD1555.The orthometric height was determined by differential leveling
 AD1555.and adjusted by the National Geodetic Survey in June 1991..
 AD1555
 AD1555.The geoid height was determined by GEOID03.
 AD1555
 AD1555.The dynamic height is computed by dividing the NAVD 88
 AD1555.geopotential number by the normal gravity value computed on the
 AD1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1555.degrees latitude (g = 980.6199 gals.).
 AD1555
 AD1555.The modeled gravity was interpolated from observed gravity values.
 AD1555
 AD1555;                    North         East    Units  Estimated Accuracy
 AD1555;SPC FL W     -   252,380.      211,540.      MT  (+/- 180 meters Scaled)
 AD1555
 AD1555                          SUPERSEDED SURVEY CONTROL
 AD1555
 AD1555  NGVD 29 (??/??/92)    3.704  (m)           12.15   (f) ADJ UNCH    1 1
 AD1555
 AD1555.Superseded values are not recommended for survey control.
 AD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1555.See file dsdata.txt to determine how the superseded data were derived.
 AD1555
 AD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK119437(NAD 83)
 AD1555_MARKER: DD = SURVEY DISK
 AD1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1555_STAMPING: A F 2
 AD1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1555+STABILITY: SURFACE MOTION
 AD1555
 AD1555  HISTORY     - Date     Condition        Report By
 AD1555  HISTORY     - UNK      MONUMENTED       FLGS
 AD1555  HISTORY     - 1965     GOOD             NGS
 AD1555  HISTORY     - 1974     GOOD             NGS
 AD1555  HISTORY     - 1987     GOOD             USPSQD
 AD1555  HISTORY     - 19980312 GOOD             USPSQD
 AD1555  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AD1555  HISTORY     - 20031016 MARK NOT FOUND   USPSQD
 AD1555
 AD1555                          STATION DESCRIPTION
 AD1555
 AD1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1555'AT FORT MYERS.
 AD1555'AT FORT MYERS, ABOUT 2.4 MILES SOUTHWEST AND SOUTH ALONG STATE
 AD1555'HIGHWAY 867 FROM THE COURTHOUSE, NEAR THE JUNCTION OF GASPARILLA
 AD1555'DRIVE, 227 FEET NORTH OF THE NORTH END OF A CULVERT OVER A CANAL,
 AD1555'IN SECTION 26, R 24 E, T 44 S, 27 FEET NORTH OF THE EXTENDED
 AD1555'CENTER LINE OF THE DRIVE, 43 FEET EAST OF THE CENTER LINE OF THE
 AD1555'HIGHWAY, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 AD1555'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP OF A
 AD1555'CONCRETE POST PROJECTING 0.2 FOOT
 AD1555
 AD1555                          STATION RECOVERY (1974)
 AD1555
 AD1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1555'RECOVERED IN GOOD CONDITION.
 AD1555
 AD1555                          STATION RECOVERY (1987)
 AD1555
 AD1555'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW)
 AD1555'RECOVERED IN GOOD CONDITION.
 AD1555
 AD1555                          STATION RECOVERY (1998)
 AD1555
 AD1555'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1555'RECOVERED IN GOOD CONDITION.
 AD1555
 AD1555                          STATION RECOVERY (1999)
 AD1555
 AD1555'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD1555'MARK NOT FOUND.
 AD1555
 AD1555                          STATION RECOVERY (2003)
 AD1555
 AD1555'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1534 ***********************************************************************
 AD1534  DESIGNATION -  A F 3
 AD1534  PID         -  AD1534
 AD1534  STATE/COUNTY-  FL/LEE
 AD1534  USGS QUAD   -  FORT MYERS NW (1987)
 AD1534
 AD1534                         *CURRENT SURVEY CONTROL
 AD1534  ___________________________________________________________________
 AD1534* NAD 83(1986)-  26 37 34.     (N)    081 53 02.     (W)     SCALED    
 AD1534* NAVD 88     -         2.207  (meters)       7.24   (feet)  ADJUSTED  
 AD1534  ___________________________________________________________________
 AD1534  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AD1534  DYNAMIC HT  -           2.204 (meters)       7.23  (feet)  COMP
 AD1534  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 AD1534
 AD1534  VERT ORDER  -  FIRST     CLASS I
 AD1534
 AD1534.The horizontal coordinates were scaled from a topographic map and have
 AD1534.an estimated accuracy of +/- 6 seconds.
 AD1534
 AD1534.The orthometric height was determined by differential leveling
 AD1534.and adjusted by the National Geodetic Survey in June 1991..
 AD1534
 AD1534.The geoid height was determined by GEOID03.
 AD1534
 AD1534.The dynamic height is computed by dividing the NAVD 88
 AD1534.geopotential number by the normal gravity value computed on the
 AD1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1534.degrees latitude (g = 980.6199 gals.).
 AD1534
 AD1534.The modeled gravity was interpolated from observed gravity values.
 AD1534
 AD1534;                    North         East    Units  Estimated Accuracy
 AD1534;SPC FL W     -   253,990.      211,560.      MT  (+/- 180 meters Scaled)
 AD1534
 AD1534                          SUPERSEDED SURVEY CONTROL
 AD1534
 AD1534  NGVD 29 (??/??/92)    2.568  (m)            8.43   (f) ADJ UNCH    1 1
 AD1534
 AD1534.Superseded values are not recommended for survey control.
 AD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1534.See file dsdata.txt to determine how the superseded data were derived.
 AD1534
 AD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK120453(NAD 83)
 AD1534_MARKER: DD = SURVEY DISK
 AD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1534_STAMPING: A F 3
 AD1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1534+STABILITY: SURFACE MOTION
 AD1534
 AD1534  HISTORY     - Date     Condition        Report By
 AD1534  HISTORY     - UNK      MONUMENTED       FLGS
 AD1534  HISTORY     - 1965     GOOD             NGS
 AD1534  HISTORY     - 1974     GOOD             NGS
 AD1534  HISTORY     - 1987     GOOD             USPSQD
 AD1534  HISTORY     - 19980112 GOOD             USPSQD
 AD1534  HISTORY     - 19980312 GOOD             USPSQD
 AD1534  HISTORY     - 20031016 GOOD             USPSQD
 AD1534  HISTORY     - 20031113 GOOD             USPSQD
 AD1534
 AD1534                          STATION DESCRIPTION
 AD1534
 AD1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1534'AT FORT MYERS.
 AD1534'AT FORT MYERS, ABOUT 1.4 MILES SOUTHWEST AND SOUTH ALONG STATE
 AD1534'HIGHWAY 867 FROM THE COURTHOUSE, NEAR THE JUNCTION OF LYNWOOD
 AD1534'AVENUE, 110 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 23 FEET
 AD1534'WEST OF THE CENTER LINE OF THE HIGHWAY, 46.0 FEET NORTHEAST
 AD1534'OF THE NORTHEAST CORNER OF THE HOUSE AT 2774, 6.5 FEET EAST OF
 AD1534'THE EAST EDGE OF THE SIDEWALK, 3 FEET NORTH-NORTHEAST OF A 18
 AD1534'INCH ROYAL PALM TREE WITH A SMALL BLAZE, ABOUT 1 FOOT BELOW THE
 AD1534'LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP OF A CONCRETE POST
 AD1534'THAT IS ABOUT 2 INCHES UNDERGROUND.
 AD1534
 AD1534                          STATION RECOVERY (1974)
 AD1534
 AD1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1534'RECOVERED IN GOOD CONDITION.
 AD1534
 AD1534                          STATION RECOVERY (1987)
 AD1534
 AD1534'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW)
 AD1534'RECOVERED IN GOOD CONDITION.
 AD1534
 AD1534                          STATION RECOVERY (1998)
 AD1534
 AD1534'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1534'RECOVERED IN GOOD CONDITION.
 AD1534
 AD1534                          STATION RECOVERY (1998)
 AD1534
 AD1534'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1534'RECOVERED IN GOOD CONDITION.
 AD1534
 AD1534                          STATION RECOVERY (2003)
 AD1534
 AD1534'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1534'RECOVERED IN GOOD CONDITION.
 AD1534
 AD1534                          STATION RECOVERY (2003)
 AD1534
 AD1534'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1534'THIS MARK WAS REPORTED NOT FOUND 10 07 2003 DUE TO A DEFECTIVE MEDAL
 AD1534'DETECTER. THE MARK WAS FOUND G WHEN A REVIST WITH A GOOD DETECTER WAS
 AD1534'MADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1533 ***********************************************************************
 AD1533  DESIGNATION -  A F 4
 AD1533  PID         -  AD1533
 AD1533  STATE/COUNTY-  FL/LEE
 AD1533  USGS QUAD   -  FORT MYERS NW (1987)
 AD1533
 AD1533                         *CURRENT SURVEY CONTROL
 AD1533  ___________________________________________________________________
 AD1533* NAD 83(1986)-  26 37 43.     (N)    081 52 59.     (W)     SCALED    
 AD1533* NAVD 88     -         1.392  (meters)       4.57   (feet)  ADJUSTED  
 AD1533  ___________________________________________________________________
 AD1533  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AD1533  DYNAMIC HT  -           1.390 (meters)       4.56  (feet)  COMP
 AD1533  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 AD1533
 AD1533  VERT ORDER  -  FIRST     CLASS I
 AD1533
 AD1533.The horizontal coordinates were scaled from a topographic map and have
 AD1533.an estimated accuracy of +/- 6 seconds.
 AD1533
 AD1533.The orthometric height was determined by differential leveling
 AD1533.and adjusted by the National Geodetic Survey in June 1991..
 AD1533
 AD1533.The geoid height was determined by GEOID03.
 AD1533
 AD1533.The dynamic height is computed by dividing the NAVD 88
 AD1533.geopotential number by the normal gravity value computed on the
 AD1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1533.degrees latitude (g = 980.6199 gals.).
 AD1533
 AD1533.The modeled gravity was interpolated from observed gravity values.
 AD1533
 AD1533;                    North         East    Units  Estimated Accuracy
 AD1533;SPC FL W     -   254,260.      211,650.      MT  (+/- 180 meters Scaled)
 AD1533
 AD1533                          SUPERSEDED SURVEY CONTROL
 AD1533
 AD1533  NGVD 29 (??/??/92)    1.753  (m)            5.75   (f) ADJ UNCH    1 1
 AD1533
 AD1533.Superseded values are not recommended for survey control.
 AD1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1533.See file dsdata.txt to determine how the superseded data were derived.
 AD1533
 AD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK120456(NAD 83)
 AD1533_MARKER: DD = SURVEY DISK
 AD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1533_STAMPING: A F 4
 AD1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1533+STABILITY: SURFACE MOTION
 AD1533
 AD1533  HISTORY     - Date     Condition        Report By
 AD1533  HISTORY     - UNK      MONUMENTED       FLGS
 AD1533  HISTORY     - 1965     GOOD             NGS
 AD1533  HISTORY     - 1974     GOOD             NGS
 AD1533  HISTORY     - 1987     GOOD             USPSQD
 AD1533  HISTORY     - 19980112 MARK NOT FOUND   USPSQD
 AD1533  HISTORY     - 19980312 GOOD             USPSQD
 AD1533  HISTORY     - 20031016 MARK NOT FOUND   USPSQD
 AD1533
 AD1533                          STATION DESCRIPTION
 AD1533
 AD1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1533'AT FORT MYERS.
 AD1533'AT FORT MYERS, ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 AD1533'867 FROM THE COURTHOUSE, IN SECTION 23, R 24 E, T 44 S, ABOUT
 AD1533'0.1 MILE SOUTH OF THE HIGHWAY BRIDGE OVER MANUEL BRANCH, NEAR
 AD1533'THE INTERSECTION OF EL PRADO AVENUE, 98 FEET SOUTH OF THE CENTER
 AD1533'OF THE INTERSECTION, 23.5 FEET WEST OF THE CENTER LINE OF THE
 AD1533'HIGHWAY, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE DRIVE LEADING
 AD1533'TO HOUSE AT 2654, MIDWAY BETWEEN THE FIRST AND THE SECOND ROYAL
 AD1533'PALM TREES NORTH OF THE DRIVE, 4.5 FEET EAST OF THE EAST EDGE
 AD1533'OF THE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND IS A DISK
 AD1533'IN THE TOP OF A CONCRETE POST THAT IS ABOUT 3 INCHES UNDERGROUND.
 AD1533'THE TWO PALM TREES HAS SMALL 2 INCH TRIANGULAR BLAZES ON THEM.
 AD1533
 AD1533                          STATION RECOVERY (1974)
 AD1533
 AD1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1533'RECOVERED IN GOOD CONDITION.
 AD1533
 AD1533                          STATION RECOVERY (1987)
 AD1533
 AD1533'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW)
 AD1533'RECOVERED IN GOOD CONDITION.
 AD1533
 AD1533                          STATION RECOVERY (1998)
 AD1533
 AD1533'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1533'MARK NOT FOUND.
 AD1533
 AD1533                          STATION RECOVERY (1998)
 AD1533
 AD1533'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1533'RECOVERED IN GOOD CONDITION.
 AD1533
 AD1533                          STATION RECOVERY (2003)
 AD1533
 AD1533'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1531 ***********************************************************************
 AD1531  DESIGNATION -  A F 6
 AD1531  PID         -  AD1531
 AD1531  STATE/COUNTY-  FL/LEE
 AD1531  USGS QUAD   -  FORT MYERS NW (1987)
 AD1531
 AD1531                         *CURRENT SURVEY CONTROL
 AD1531  ___________________________________________________________________
 AD1531* NAD 83(1986)-  26 38 05.     (N)    081 52 45.     (W)     SCALED    
 AD1531* NAVD 88     -         2.579  (meters)       8.46   (feet)  ADJUSTED  
 AD1531  ___________________________________________________________________
 AD1531  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AD1531  DYNAMIC HT  -           2.575 (meters)       8.45  (feet)  COMP
 AD1531  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 AD1531
 AD1531  VERT ORDER  -  FIRST     CLASS I
 AD1531
 AD1531.The horizontal coordinates were scaled from a topographic map and have
 AD1531.an estimated accuracy of +/- 6 seconds.
 AD1531
 AD1531.The orthometric height was determined by differential leveling
 AD1531.and adjusted by the National Geodetic Survey in September 1992..
 AD1531
 AD1531.The geoid height was determined by GEOID03.
 AD1531
 AD1531.The dynamic height is computed by dividing the NAVD 88
 AD1531.geopotential number by the normal gravity value computed on the
 AD1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1531.degrees latitude (g = 980.6199 gals.).
 AD1531
 AD1531.The modeled gravity was interpolated from observed gravity values.
 AD1531
 AD1531;                    North         East    Units  Estimated Accuracy
 AD1531;SPC FL W     -   254,940.      212,030.      MT  (+/- 180 meters Scaled)
 AD1531
 AD1531                          SUPERSEDED SURVEY CONTROL
 AD1531
 AD1531  NAVD 88 (06/15/91)    2.572  (m)            8.44   (f) UNKNOWN     1 1
 AD1531  NGVD 29 (09/01/92)    2.934  (m)            9.63   (f) ADJUSTED    1 1
 AD1531
 AD1531.Superseded values are not recommended for survey control.
 AD1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1531.See file dsdata.txt to determine how the superseded data were derived.
 AD1531
 AD1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK124462(NAD 83)
 AD1531_MARKER: DD = SURVEY DISK
 AD1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1531_SP_SET: CONCRETE POST
 AD1531_STAMPING: A F 6
 AD1531_MARK LOGO: FLGS  
 AD1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1531+STABILITY: SURFACE MOTION
 AD1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1531+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 AD1531
 AD1531  HISTORY     - Date     Condition        Report By
 AD1531  HISTORY     - UNK      MONUMENTED       FLGS
 AD1531  HISTORY     - 1965     GOOD             NGS
 AD1531  HISTORY     - 1990     GOOD             USPSQD
 AD1531  HISTORY     - 19920428 GOOD             NGS
 AD1531  HISTORY     - 19980112 GOOD             USPSQD
 AD1531  HISTORY     - 19980312 GOOD             USPSQD
 AD1531  HISTORY     - 20031113 GOOD             USPSQD
 AD1531  HISTORY     - 20050505 GOOD             USPSQD
 AD1531
 AD1531                          STATION DESCRIPTION
 AD1531
 AD1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1531'AT FORT MYERS.
 AD1531'AT FORT MYERS, ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY
 AD1531'867 FROM THE COURTHOUSE, NEAR THE INTERSECTION OF LARCHMONT
 AD1531'AVENUE LEADING SOUTHEAST, 65.0 FEET SOUTHWEST OF THE SOUTHWEST
 AD1531'CURB OF LARCHMONT AVENUE, 70.0 FEET SOUTHEAST OF THE NORTHEAST
 AD1531'CORNER OF THE FIRST CHURCH OF CHRIST SCIENTIST, 4.4 FEET NORTHWEST
 AD1531'OF THE NORTHWEST CURB OF THE HIGHWAY, 1.4 FEET SOUTHEAST OF THE
 AD1531'SOUTHEAST EDGE OF THE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK
 AD1531'AND IS A DISK IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES
 AD1531'UNDERGROUND.  IN SECTION 23, R 24 E, T 44 S.
 AD1531
 AD1531                          STATION RECOVERY (1990)
 AD1531
 AD1531'RECOVERY NOTE BY US POWER SQUADRON 1990 (FOW)
 AD1531'RECOVERED IN GOOD CONDITION.
 AD1531
 AD1531                          STATION RECOVERY (1992)
 AD1531
 AD1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1531'IN FORT MYERS, AT THE INTERSECTION OF MCGREGOR BOULEVARD (STATE
 AD1531'HIGHWAY 867) AND LARCHMONT AVENUE, 27.9 M (91.5 FT) SOUTHEAST OF THE
 AD1531'CENTERLINE OF WEST FIRST STREET, 21.2 M (69.6 FT) EAST OF THE EAST
 AD1531'FACE OF THE FIRST CHURCH OF CHRIST SCIENTIST, 6.4 M (21.0 FT)
 AD1531'NORTHWEST OF AND LEVEL WITH THE CENTER OF THE BOULEVARD, 3.0 M (9.8
 AD1531'FT) SOUTHEAST OF THE EXTENDED CENTER OF THE AVENUE, 0.5 M (1.6 FT)
 AD1531'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, AND 0.05 M (0.16 FT)
 AD1531'BELOW THE GROUND SURFACE.
 AD1531
 AD1531                          STATION RECOVERY (1998)
 AD1531
 AD1531'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1531'RECOVERED IN GOOD CONDITION.
 AD1531
 AD1531                          STATION RECOVERY (1998)
 AD1531
 AD1531'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1531'RECOVERED IN GOOD CONDITION.
 AD1531
 AD1531                          STATION RECOVERY (2003)
 AD1531
 AD1531'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1531'THIS MARK WAS REPORTED NOT FOUND 10 07 2003 DUE TO A DEFECTIVE MEDAL
 AD1531'DETECTER. THE MARK WAS FOUND G WHEN A REVIST WITH A GOOD DETECTER WAS
 AD1531'MADE
 AD1531
 AD1531                          STATION RECOVERY (2005)
 AD1531
 AD1531'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS)
 AD1531'THE MARK AF6 IS AT 26 38.104N - 081 52.760W, 1.5FT ESE OF SIDEWALK,
 AD1531'4.3FT WSW FROM CURB., 57.5 FT SW OF THE CURB OF FIRST ST. IT IS BLOCK
 AD1531'FROM SATELLITE VIEW BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0361 ***********************************************************************
 AS0361  DESIGNATION -  A FLDNR
 AS0361  PID         -  AS0361
 AS0361  STATE/COUNTY-  FL/FRANKLIN
 AS0361  USGS QUAD   -  ST TERESA (1992)
 AS0361
 AS0361                         *CURRENT SURVEY CONTROL
 AS0361  ___________________________________________________________________
 AS0361* NAD 83(1986)-  29 55 18.     (N)    084 29 41.     (W)     SCALED    
 AS0361* NAVD 88     -         5.104  (meters)      16.75   (feet)  ADJUSTED  
 AS0361  ___________________________________________________________________
 AS0361  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0361  DYNAMIC HT  -           5.098 (meters)      16.73  (feet)  COMP
 AS0361  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 AS0361
 AS0361  VERT ORDER  -  SECOND    CLASS I
 AS0361
 AS0361.The horizontal coordinates were scaled from a topographic map and have
 AS0361.an estimated accuracy of +/- 6 seconds.
 AS0361
 AS0361.The orthometric height was determined by differential leveling
 AS0361.and adjusted by the National Geodetic Survey in June 1991..
 AS0361
 AS0361.The geoid height was determined by GEOID03.
 AS0361
 AS0361.The dynamic height is computed by dividing the NAVD 88
 AS0361.geopotential number by the normal gravity value computed on the
 AS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0361.degrees latitude (g = 980.6199 gals.).
 AS0361
 AS0361.The modeled gravity was interpolated from observed gravity values.
 AS0361
 AS0361;                    North         East    Units  Estimated Accuracy
 AS0361;SPC FL N     -   102,160.      600,510.      MT  (+/- 180 meters Scaled)
 AS0361
 AS0361                          SUPERSEDED SURVEY CONTROL
 AS0361
 AS0361.No superseded survey control is available for this station.
 AS0361
 AS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU418127(NAD 83)
 AS0361_MARKER: Z = SEE DESCRIPTION
 AS0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0361_SP_SET: CONCRETE CULVERT
 AS0361_STAMPING: DNR-A
 AS0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0361
 AS0361  HISTORY     - Date     Condition        Report By
 AS0361  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0361  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AS0361
 AS0361                          STATION DESCRIPTION
 AS0361
 AS0361'DESCRIBED BY FL DEPT OF NAT RES 1977
 AS0361'6.7 MI EAST FROM LANARK VILLAGE.
 AS0361'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319
 AS0361'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98 6.7
 AS0361'MILES. MARK BEARS 37 FEET NORTH OF US 98 CENTERLINE, 70 FEET NORTHEAST
 AS0361'OF TELEPHONE POLE 58X396R, 1 FOOT WEST OF A REFLECTOR SIGN. MARK IS A
 AS0361'2.25 INCH BRASS FLORIDA LAKE BENCH MARK DISK.
 AS0361
 AS0361                          STATION RECOVERY (1998)
 AS0361
 AS0361'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5455 ***********************************************************************
 AG5455  DESIGNATION -  A H CO FLHD
 AG5455  PID         -  AG5455
 AG5455  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5455  USGS QUAD   -  COCKROACH BAY (1981)
 AG5455
 AG5455                         *CURRENT SURVEY CONTROL
 AG5455  ___________________________________________________________________
 AG5455* NAD 83(1986)-  27 39 39.     (N)    082 30 05.     (W)     SCALED    
 AG5455* NAVD 88     -         4.476  (meters)      14.69   (feet)  ADJUSTED  
 AG5455  ___________________________________________________________________
 AG5455  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG5455  DYNAMIC HT  -           4.469 (meters)      14.66  (feet)  COMP
 AG5455  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 AG5455
 AG5455  VERT ORDER  -  FIRST     CLASS I
 AG5455
 AG5455.The horizontal coordinates were scaled from a topographic map and have
 AG5455.an estimated accuracy of +/- 6 seconds.
 AG5455
 AG5455.The orthometric height was determined by differential leveling
 AG5455.and adjusted by the National Geodetic Survey in June 1991..
 AG5455
 AG5455.The geoid height was determined by GEOID03.
 AG5455
 AG5455.The dynamic height is computed by dividing the NAVD 88
 AG5455.geopotential number by the normal gravity value computed on the
 AG5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5455.degrees latitude (g = 980.6199 gals.).
 AG5455
 AG5455.The modeled gravity was interpolated from observed gravity values.
 AG5455
 AG5455;                    North         East    Units  Estimated Accuracy
 AG5455;SPC FL W     -   368,730.      150,530.      MT  (+/- 180 meters Scaled)
 AG5455
 AG5455                          SUPERSEDED SURVEY CONTROL
 AG5455
 AG5455  NGVD 29 (??/??/92)    4.762  (m)           15.62   (f) ADJ UNCH    1 1
 AG5455
 AG5455.Superseded values are not recommended for survey control.
 AG5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5455.See file dsdata.txt to determine how the superseded data were derived.
 AG5455
 AG5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL519605(NAD 83)
 AG5455_MARKER: DD = SURVEY DISK
 AG5455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5455_SP_SET: CULVERT
 AG5455_STAMPING: A
 AG5455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5455
 AG5455  HISTORY     - Date     Condition        Report By
 AG5455  HISTORY     - UNK      MONUMENTED       FLHD
 AG5455  HISTORY     - 1966     GOOD             NGS
 AG5455
 AG5455                          STATION DESCRIPTION
 AG5455
 AG5455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5455'6.2 MI SW FROM RUSKIN.
 AG5455'ABOUT 6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AG5455'POST OFFICE AT RUSKIN, 0.7 MILE SOUTHWEST OF THE JUNCTION OF SMYTH
 AG5455'ROAD, 25.8 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH-BOUND
 AG5455'LANE OF THE HIGHWAY, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 AG5455'HIGHWAY AND IN THE TOP NEAR THE CENTER OF THE SOUTHEAST CONCRETE
 AG5455'HEAD WALL FOR A DOUBLE BOX CULVERT OVER COCKROACH CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0477 ***********************************************************************
 AK0477  DESIGNATION -  A L 10
 AK0477  PID         -  AK0477
 AK0477  STATE/COUNTY-  FL/ORANGE
 AK0477  USGS QUAD   -  OVIEDO SW (1980)
 AK0477
 AK0477                         *CURRENT SURVEY CONTROL
 AK0477  ___________________________________________________________________
 AK0477* NAD 83(1986)-  28 33 54.     (N)    081 10 56.     (W)     SCALED    
 AK0477* NAVD 88     -        17.274  (meters)      56.67   (feet)  ADJUSTED  
 AK0477  ___________________________________________________________________
 AK0477  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AK0477  DYNAMIC HT  -          17.249 (meters)      56.59  (feet)  COMP
 AK0477  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 AK0477
 AK0477  VERT ORDER  -  SECOND    CLASS 0
 AK0477
 AK0477.The horizontal coordinates were scaled from a topographic map and have
 AK0477.an estimated accuracy of +/- 6 seconds.
 AK0477
 AK0477.The orthometric height was determined by differential leveling
 AK0477.and adjusted by the National Geodetic Survey in June 1991..
 AK0477
 AK0477.The geoid height was determined by GEOID03.
 AK0477
 AK0477.The dynamic height is computed by dividing the NAVD 88
 AK0477.geopotential number by the normal gravity value computed on the
 AK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0477.degrees latitude (g = 980.6199 gals.).
 AK0477
 AK0477.The modeled gravity was interpolated from observed gravity values.
 AK0477
 AK0477;                    North         East    Units  Estimated Accuracy
 AK0477;SPC FL E     -   468,830.      182,170.      MT  (+/- 180 meters Scaled)
 AK0477
 AK0477                          SUPERSEDED SURVEY CONTROL
 AK0477
 AK0477  NGVD 29 (??/??/92)   17.60   (m)           57.7    (f) COMPUTED    2 0
 AK0477
 AK0477.Superseded values are not recommended for survey control.
 AK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0477.See file dsdata.txt to determine how the superseded data were derived.
 AK0477
 AK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM821598(NAD 83)
 AK0477_MARKER: DB = BENCH MARK DISK
 AK0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0477_STAMPING: A L-10
 AK0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0477+STABILITY: SURFACE MOTION
 AK0477
 AK0477  HISTORY     - Date     Condition        Report By
 AK0477  HISTORY     - UNK      MONUMENTED       CGS
 AK0477  HISTORY     - 1934     GOOD             NGS
 AK0477  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0477  HISTORY     - 19971024 MARK NOT FOUND   USPSQD
 AK0477
 AK0477                          STATION DESCRIPTION
 AK0477
 AK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AK0477'4.6 MI W FROM BITHLO.
 AK0477'4.6 MILES WEST OF THE GRADE CROSSING OF THE F.E.C. RWY. AND
 AK0477'STATE RD. NO. 22 AT BITHLO, 35 YARDS SOUTHEAST OF A SINCLAIR
 AK0477'OIL COMPANY SERVICE STATION, 50 FT. SOUTHEAST OF POINT WHERE
 AK0477'ROAD TO LAKE PICKET JOINS STATE RD. NO. 22, 32 FT. SOUTH OF
 AK0477'CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN TOP OF 8 IN
 AK0477'X 8 IN CONCRETE POST 8 IN HIGH.
 AK0477
 AK0477                          STATION RECOVERY (1996)
 AK0477
 AK0477'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0477'MARK NOT FOUND.
 AK0477
 AK0477                          STATION RECOVERY (1997)
 AK0477
 AK0477'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0479 ***********************************************************************
 AK0479  DESIGNATION -  A L 11
 AK0479  PID         -  AK0479
 AK0479  STATE/COUNTY-  FL/ORANGE
 AK0479  USGS QUAD   -  OVIEDO SW (1980)
 AK0479
 AK0479                         *CURRENT SURVEY CONTROL
 AK0479  ___________________________________________________________________
 AK0479* NAD 83(1986)-  28 33 54.     (N)    081 10 28.     (W)     SCALED    
 AK0479* NAVD 88     -        18.047  (meters)      59.21   (feet)  ADJUSTED  
 AK0479  ___________________________________________________________________
 AK0479  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AK0479  DYNAMIC HT  -          18.021 (meters)      59.12  (feet)  COMP
 AK0479  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 AK0479
 AK0479  VERT ORDER  -  SECOND    CLASS 0
 AK0479
 AK0479.The horizontal coordinates were scaled from a topographic map and have
 AK0479.an estimated accuracy of +/- 6 seconds.
 AK0479
 AK0479.The orthometric height was determined by differential leveling
 AK0479.and adjusted by the National Geodetic Survey in June 1991..
 AK0479
 AK0479.The geoid height was determined by GEOID03.
 AK0479
 AK0479.The dynamic height is computed by dividing the NAVD 88
 AK0479.geopotential number by the normal gravity value computed on the
 AK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0479.degrees latitude (g = 980.6199 gals.).
 AK0479
 AK0479.The modeled gravity was interpolated from observed gravity values.
 AK0479
 AK0479;                    North         East    Units  Estimated Accuracy
 AK0479;SPC FL E     -   468,830.      182,930.      MT  (+/- 180 meters Scaled)
 AK0479
 AK0479                          SUPERSEDED SURVEY CONTROL
 AK0479
 AK0479  NGVD 29 (??/??/92)   18.38   (m)           60.3    (f) COMPUTED    2 0
 AK0479
 AK0479.Superseded values are not recommended for survey control.
 AK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0479.See file dsdata.txt to determine how the superseded data were derived.
 AK0479
 AK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM829598(NAD 83)
 AK0479_MARKER: DB = BENCH MARK DISK
 AK0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0479_STAMPING: A L-11
 AK0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0479+STABILITY: SURFACE MOTION
 AK0479
 AK0479  HISTORY     - Date     Condition        Report By
 AK0479  HISTORY     - UNK      MONUMENTED       CGS
 AK0479  HISTORY     - 1934     GOOD             NGS
 AK0479  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0479
 AK0479                          STATION DESCRIPTION
 AK0479
 AK0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AK0479'4.1 MI W FROM BITHLO.
 AK0479'4.1 MILES WEST OF THE GRADE CROSSING OF THE F.E.C. RWY. AND
 AK0479'STATE RD. NO. 22, 85 YDS. EAST OF SMALL CONCRETE CULVERT, 65
 AK0479'YARDS WEST OF CENTERLINE OF DRIVE WAY TO SCHOOL HOUSE, 35 FT.
 AK0479'SOUTH OF CENTERLINE OF HIGHWAY, 9 FT. EAST OF NORTHWEST CORNER
 AK0479'OF FENCE AROUND SCHOOL YARD.  STANDARD TABLET SET IN TOP OF
 AK0479'CONCRETE POST 10 IN HIGH.
 AK0479
 AK0479                          STATION RECOVERY (1996)
 AK0479
 AK0479'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0471 ***********************************************************************
 AK0471  DESIGNATION -  A L 8
 AK0471  PID         -  AK0471
 AK0471  STATE/COUNTY-  FL/ORANGE
 AK0471  USGS QUAD   -  OVIEDO SW (1980)
 AK0471
 AK0471                         *CURRENT SURVEY CONTROL
 AK0471  ___________________________________________________________________
 AK0471* NAD 83(1986)-  28 34 08.     (N)    081 13 26.     (W)     SCALED    
 AK0471* NAVD 88     -        17.883  (meters)      58.67   (feet)  ADJUSTED  
 AK0471  ___________________________________________________________________
 AK0471  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AK0471  DYNAMIC HT  -          17.857 (meters)      58.59  (feet)  COMP
 AK0471  MODELED GRAV-     979,206.6   (mgal)                       NAVD 88
 AK0471
 AK0471  VERT ORDER  -  SECOND    CLASS 0
 AK0471
 AK0471.The horizontal coordinates were scaled from a topographic map and have
 AK0471.an estimated accuracy of +/- 6 seconds.
 AK0471
 AK0471.The orthometric height was determined by differential leveling
 AK0471.and adjusted by the National Geodetic Survey in June 1991..
 AK0471
 AK0471.The geoid height was determined by GEOID03.
 AK0471
 AK0471.The dynamic height is computed by dividing the NAVD 88
 AK0471.geopotential number by the normal gravity value computed on the
 AK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0471.degrees latitude (g = 980.6199 gals.).
 AK0471
 AK0471.The modeled gravity was interpolated from observed gravity values.
 AK0471
 AK0471;                    North         East    Units  Estimated Accuracy
 AK0471;SPC FL E     -   469,270.      178,100.      MT  (+/- 180 meters Scaled)
 AK0471
 AK0471                          SUPERSEDED SURVEY CONTROL
 AK0471
 AK0471  NGVD 29 (??/??/92)   18.20   (m)           59.7    (f) COMPUTED    2 0
 AK0471
 AK0471.Superseded values are not recommended for survey control.
 AK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0471.See file dsdata.txt to determine how the superseded data were derived.
 AK0471
 AK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM781602(NAD 83)
 AK0471_MARKER: DB = BENCH MARK DISK
 AK0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0471_STAMPING: A L-8
 AK0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0471+STABILITY: SURFACE MOTION
 AK0471
 AK0471  HISTORY     - Date     Condition        Report By
 AK0471  HISTORY     - UNK      MONUMENTED       FLGS
 AK0471  HISTORY     - 1934     GOOD             NGS
 AK0471  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0471  HISTORY     - 19971009 MARK NOT FOUND   USPSQD
 AK0471
 AK0471                          STATION DESCRIPTION
 AK0471
 AK0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AK0471'7.2 MI W FROM BITHLO.
 AK0471'7.2 MILES WEST OF ALONG STATE RD. NO. 22.  THE GRADE CROSSING
 AK0471'OF THE F.E. C. RWY. AND STATE RD. NO. 22 AT BITHLO, 42 FT. EAST
 AK0471'OF CENTERLINE OF OILED ROAD TO ROUSE, 31 FT. NORTH OF CENTERLINE
 AK0471'OF STATE RD. NO. 22.  STANDARD TABLET SET IN TOP OF CONCRETE
 AK0471'POST 8 IN HIGH.
 AK0471
 AK0471                          STATION RECOVERY (1996)
 AK0471
 AK0471'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0471'MARK NOT FOUND.
 AK0471
 AK0471                          STATION RECOVERY (1997)
 AK0471
 AK0471'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0472 ***********************************************************************
 AK0472  DESIGNATION -  A L 9
 AK0472  PID         -  AK0472
 AK0472  STATE/COUNTY-  FL/ORANGE
 AK0472  USGS QUAD   -  OVIEDO SW (1980)
 AK0472
 AK0472                         *CURRENT SURVEY CONTROL
 AK0472  ___________________________________________________________________
 AK0472* NAD 83(1986)-  28 34 05.     (N)    081 13 00.     (W)     SCALED    
 AK0472* NAVD 88     -        23.011  (meters)      75.50   (feet)  ADJUSTED  
 AK0472  ___________________________________________________________________
 AK0472  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AK0472  DYNAMIC HT  -          22.978 (meters)      75.39  (feet)  COMP
 AK0472  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 AK0472
 AK0472  VERT ORDER  -  SECOND    CLASS 0
 AK0472
 AK0472.The horizontal coordinates were scaled from a topographic map and have
 AK0472.an estimated accuracy of +/- 6 seconds.
 AK0472
 AK0472.The orthometric height was determined by differential leveling
 AK0472.and adjusted by the National Geodetic Survey in June 1991..
 AK0472
 AK0472.The geoid height was determined by GEOID03.
 AK0472
 AK0472.The dynamic height is computed by dividing the NAVD 88
 AK0472.geopotential number by the normal gravity value computed on the
 AK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0472.degrees latitude (g = 980.6199 gals.).
 AK0472
 AK0472.The modeled gravity was interpolated from observed gravity values.
 AK0472
 AK0472;                    North         East    Units  Estimated Accuracy
 AK0472;SPC FL E     -   469,180.      178,800.      MT  (+/- 180 meters Scaled)
 AK0472
 AK0472                          SUPERSEDED SURVEY CONTROL
 AK0472
 AK0472  NGVD 29 (??/??/92)   23.33   (m)           76.5    (f) COMPUTED    2 0
 AK0472
 AK0472.Superseded values are not recommended for survey control.
 AK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0472.See file dsdata.txt to determine how the superseded data were derived.
 AK0472
 AK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM788601(NAD 83)
 AK0472_MARKER: DB = BENCH MARK DISK
 AK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0472_STAMPING: A L-9
 AK0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0472+STABILITY: SURFACE MOTION
 AK0472
 AK0472  HISTORY     - Date     Condition        Report By
 AK0472  HISTORY     - UNK      MONUMENTED       CGS
 AK0472  HISTORY     - 1934     GOOD             NGS
 AK0472  HISTORY     - 19970918 MARK NOT FOUND   USPSQD
 AK0472
 AK0472                          STATION DESCRIPTION
 AK0472
 AK0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AK0472'6.7 MI W FROM BITHLO.
 AK0472'6.7 MILES WEST OF ALONG STATE RD. NO. 22.  THE GRADE CROSSING
 AK0472'OF THE F.E.C. RWY. AND STATE RD. NO. 22 AT BITHLO, APPROXIMATELY
 AK0472'120 YARDS WEST OF A SINCLAIR OIL CO., SERVICE STATION, 60 FT.
 AK0472'NORTHWEST OF SMALL DIRT ROAD THAT TURNS NORTH OFF OF HIGHWAY,
 AK0472'32 FT. NORTH OF CENTERLINE OF HIGHWAY, 4 FT. NORTH OF TELEPHONE
 AK0472'POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 12 IN HIGH.
 AK0472
 AK0472                          STATION RECOVERY (1997)
 AK0472
 AK0472'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5157 ***********************************************************************
 AG5157  DESIGNATION -  A M CO FLHD
 AG5157  PID         -  AG5157
 AG5157  STATE/COUNTY-  FL/MANATEE
 AG5157  USGS QUAD   -  PALMETTO (1987)
 AG5157
 AG5157                         *CURRENT SURVEY CONTROL
 AG5157  ___________________________________________________________________
 AG5157* NAD 83(1986)-  27 37 26.     (N)    082 32 21.     (W)     SCALED    
 AG5157* NAVD 88     -         1.760  (meters)       5.77   (feet)  ADJUSTED  
 AG5157  ___________________________________________________________________
 AG5157  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AG5157  DYNAMIC HT  -           1.757 (meters)       5.76  (feet)  COMP
 AG5157  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 AG5157
 AG5157  VERT ORDER  -  FIRST     CLASS I
 AG5157
 AG5157.The horizontal coordinates were scaled from a topographic map and have
 AG5157.an estimated accuracy of +/- 6 seconds.
 AG5157
 AG5157.The orthometric height was determined by differential leveling
 AG5157.and adjusted by the National Geodetic Survey in June 1991..
 AG5157
 AG5157.The geoid height was determined by GEOID03.
 AG5157
 AG5157.The dynamic height is computed by dividing the NAVD 88
 AG5157.geopotential number by the normal gravity value computed on the
 AG5157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5157.degrees latitude (g = 980.6199 gals.).
 AG5157
 AG5157.The modeled gravity was interpolated from observed gravity values.
 AG5157
 AG5157;                    North         East    Units  Estimated Accuracy
 AG5157;SPC FL W     -   364,650.      146,790.      MT  (+/- 180 meters Scaled)
 AG5157
 AG5157                          SUPERSEDED SURVEY CONTROL
 AG5157
 AG5157  NGVD 29 (??/??/92)    2.049  (m)            6.72   (f) ADJ UNCH    1 1
 AG5157
 AG5157.Superseded values are not recommended for survey control.
 AG5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5157.See file dsdata.txt to determine how the superseded data were derived.
 AG5157
 AG5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL481564(NAD 83)
 AG5157_MARKER: DD = SURVEY DISK
 AG5157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5157_SP_SET: CULVERT
 AG5157_STAMPING: A
 AG5157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5157
 AG5157  HISTORY     - Date     Condition        Report By
 AG5157  HISTORY     - UNK      MONUMENTED       FLHD
 AG5157  HISTORY     - 1966     GOOD             NGS
 AG5157
 AG5157                          STATION DESCRIPTION
 AG5157
 AG5157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5157'3.4 MI NE FROM RUBONIA.
 AG5157'ABOUT 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE POST
 AG5157'OFFICE AT RUBONIA, IN SECTION 7, R 18 E, T 33 S, 1.55 MILES
 AG5157'NORTH OF THE JUNCTION OF STATE HIGHWAY 683 LEADING EAST, NEAR
 AG5157'THE JUNCTION BUCKEYE ROAD LEADING EAST, 22.7 FEET EAST OF THE
 AG5157'CENTER LINE OF THE HIGHWAY, 263 FEET NORTH OF THE CENTER OF THE
 AG5157'JUNCTION, SET IN THE TOP NEAR THE CENTER OF THE EAST CONCRETE
 AG5157'HEADWALL OF A DOUBLE PIPE CULVERT UNDER THE HIGHWAY AND OVER A
 AG5157'SMALL STREAM, 13.2 FEET SOUTH OF THE NORTH END OF THE HEAD
 AG5157'WALL AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AG5157'ABOUT 9.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE POST
 AG5157'OFFICE AT RUSKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5426 ***********************************************************************
 AK5426  DESIGNATION -  A PAA
 AK5426  PID         -  AK5426
 AK5426  STATE/COUNTY-  FL/BREVARD
 AK5426  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5426
 AK5426                         *CURRENT SURVEY CONTROL
 AK5426  ___________________________________________________________________
 AK5426* NAD 83(1990)-  28 27 01.15818(N)    080 35 22.57560(W)     ADJUSTED  
 AK5426* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 AK5426  ___________________________________________________________________
 AK5426  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AK5426  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5426  DYNAMIC HT  -           2.201 (meters)       7.22  (feet)  COMP
 AK5426  MODELED GRAV-     979,225.8   (mgal)                       NAVD 88
 AK5426
 AK5426  HORZ ORDER  -  SECOND
 AK5426  VERT ORDER  -  FIRST     CLASS II
 AK5426
 AK5426.The horizontal coordinates were established by classical geodetic methods
 AK5426.and adjusted by the National Geodetic Survey in May 1991..
 AK5426
 AK5426.The orthometric height was determined by differential leveling
 AK5426.and adjusted by the National Geodetic Survey in June 1991..
 AK5426
 AK5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5426
 AK5426.The geoid height was determined by GEOID03.
 AK5426
 AK5426.The dynamic height is computed by dividing the NAVD 88
 AK5426.geopotential number by the normal gravity value computed on the
 AK5426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5426.degrees latitude (g = 980.6199 gals.).
 AK5426
 AK5426.The modeled gravity was interpolated from observed gravity values.
 AK5426
 AK5426;                    North         East     Units Scale Factor Converg.
 AK5426;SPC FL E     -   456,180.678   240,196.051   MT  0.99996111   +0 11 43.8
 AK5426;SPC FL E     - 1,496,652.77    788,043.21   sFT  0.99996111   +0 11 43.8
 AK5426;UTM  17      - 3,147,157.012   540,182.336   MT  0.99961993   +0 11 43.8
 AK5426
 AK5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5426!SPC FL E     -   1.00000409  x   0.99996111  =   0.99996520
 AK5426!UTM  17      -   1.00000409  x   0.99961993  =   0.99962402
 AK5426
 AK5426                          SUPERSEDED SURVEY CONTROL
 AK5426
 AK5426  NAD 83(1986)-  28 27 01.16435(N)    080 35 22.58881(W) AD(       ) 2
 AK5426  NAD 27      -  28 27 00.15661(N)    080 35 23.40095(W) AD(       ) 2
 AK5426  NGVD 29 (??/??/92)    2.58   (m)            8.5    (f) COMPUTED    1 2
 AK5426
 AK5426.Superseded values are not recommended for survey control.
 AK5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5426.See file dsdata.txt to determine how the superseded data were derived.
 AK5426
 AK5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4018247157(NAD 83)
 AK5426_MARKER: DD = SURVEY DISK
 AK5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5426+STABILITY: SURFACE MOTION
 AK5426
 AK5426  HISTORY     - Date     Condition        Report By
 AK5426  HISTORY     - 1959     MONUMENTED       CGS
 AK5426
 AK5426                          STATION DESCRIPTION
 AK5426
 AK5426'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALP)
 AK5426'LOCATED ON THE CAPE CANAVERAL MISSLE BASE TEST CENTER, AT
 AK5426'BEAT-BEAT AREA A, 7 FEET EAST OF THE BEAT-BEAT SITE A JUNCTION BOX.
 AK5426'
 AK5426'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AK5426'SHORT, DISTANCE BEING 13.4242 METERS (44.04 FEET) EAST-SOUTHEAST
 AK5426'OF STATION SHORT.  THE MARK IS A BRONZE DISK STAMPED A AND IS SET
 AK5426'IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT, SURROUNDED BY
 AK5426'A 6 X 6 FOOT CONCRETE PAD.
 AK5426'
 AK5426'TO REACH FROM THE CENTRAL CONTROL BUILDING, GO SOUTH ON MAIN
 AK5426'ROAD FOR 4.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT FOR 0.15
 AK5426'MILE TO END OF ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2454 ***********************************************************************
 AK2454  DESIGNATION -  A Z R 31 P 1
 AK2454  PID         -  AK2454
 AK2454  STATE/COUNTY-  FL/BREVARD
 AK2454  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2454
 AK2454                         *CURRENT SURVEY CONTROL
 AK2454  ___________________________________________________________________
 AK2454* NAD 83(1986)-  28 27 03.     (N)    080 33 21.     (W)     SCALED    
 AK2454* NAVD 88     -         2.029  (meters)       6.66   (feet)  ADJUSTED  
 AK2454  ___________________________________________________________________
 AK2454  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2454  DYNAMIC HT  -           2.026 (meters)       6.65  (feet)  COMP
 AK2454  MODELED GRAV-     979,227.9   (mgal)                       NAVD 88
 AK2454
 AK2454  VERT ORDER  -  FIRST     CLASS II
 AK2454
 AK2454.The horizontal coordinates were scaled from a topographic map and have
 AK2454.an estimated accuracy of +/- 6 seconds.
 AK2454
 AK2454.The orthometric height was determined by differential leveling
 AK2454.and adjusted by the National Geodetic Survey in June 1991..
 AK2454
 AK2454.The geoid height was determined by GEOID03.
 AK2454
 AK2454.The dynamic height is computed by dividing the NAVD 88
 AK2454.geopotential number by the normal gravity value computed on the
 AK2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2454.degrees latitude (g = 980.6199 gals.).
 AK2454
 AK2454.The modeled gravity was interpolated from observed gravity values.
 AK2454
 AK2454;                    North         East    Units  Estimated Accuracy
 AK2454;SPC FL E     -   456,250.      243,500.      MT  (+/- 180 meters Scaled)
 AK2454
 AK2454                          SUPERSEDED SURVEY CONTROL
 AK2454
 AK2454  NGVD 29 (??/??/92)    2.414  (m)            7.92   (f) ADJ UNCH    1 2
 AK2454
 AK2454.Superseded values are not recommended for survey control.
 AK2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2454.See file dsdata.txt to determine how the superseded data were derived.
 AK2454
 AK2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434472(NAD 83)
 AK2454_MARKER: DB = BENCH MARK DISK
 AK2454_SETTING: 0 = UNSPECIFIED SETTING
 AK2454_STAMPING: AZR 31 P 1 1960
 AK2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2454
 AK2454  HISTORY     - Date     Condition        Report By
 AK2454  HISTORY     - 1960     MONUMENTED       CGS
 AK2454
 AK2454                          STATION DESCRIPTION
 AK2454
 AK2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK2454'AT CAPE CANAVERAL.
 AK2454'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK2454'MINUTEMAN COMPLEX 31.  IT IS 0.1 MILE SOUTHEAST OF THE MAIN
 AK2454'GATE TO THE COMPLEX, 41 FEET SOUTH OF THE SOUTH EDGE OF THE CABLE
 AK2454'CONTROL TRENCH, AND 1.3 FEET SOUTHEAST OF THE SOUTHEAST END OF
 AK2454'A WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1353 ***********************************************************************
 AK1353  DESIGNATION -  A Z R 31 P 2
 AK1353  PID         -  AK1353
 AK1353  STATE/COUNTY-  FL/BREVARD
 AK1353  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK1353
 AK1353                         *CURRENT SURVEY CONTROL
 AK1353  ___________________________________________________________________
 AK1353* NAD 83(1986)-  28 27 06.     (N)    080 33 19.     (W)     SCALED    
 AK1353* NAVD 88     -         1.893  (meters)       6.21   (feet)  ADJUSTED  
 AK1353  ___________________________________________________________________
 AK1353  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1353  DYNAMIC HT  -           1.890 (meters)       6.20  (feet)  COMP
 AK1353  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AK1353
 AK1353  VERT ORDER  -  FIRST     CLASS II
 AK1353
 AK1353.The horizontal coordinates were scaled from a topographic map and have
 AK1353.an estimated accuracy of +/- 6 seconds.
 AK1353
 AK1353.The orthometric height was determined by differential leveling
 AK1353.and adjusted by the National Geodetic Survey in June 1991..
 AK1353
 AK1353.The geoid height was determined by GEOID03.
 AK1353
 AK1353.The dynamic height is computed by dividing the NAVD 88
 AK1353.geopotential number by the normal gravity value computed on the
 AK1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1353.degrees latitude (g = 980.6199 gals.).
 AK1353
 AK1353.The modeled gravity was interpolated from observed gravity values.
 AK1353
 AK1353;                    North         East    Units  Estimated Accuracy
 AK1353;SPC FL E     -   456,340.      243,560.      MT  (+/- 180 meters Scaled)
 AK1353
 AK1353                          SUPERSEDED SURVEY CONTROL
 AK1353
 AK1353  NGVD 29 (??/??/92)    2.278  (m)            7.47   (f) ADJ UNCH    1 2
 AK1353
 AK1353.Superseded values are not recommended for survey control.
 AK1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1353.See file dsdata.txt to determine how the superseded data were derived.
 AK1353
 AK1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435473(NAD 83)
 AK1353_MARKER: DB = BENCH MARK DISK
 AK1353_SETTING: 0 = UNSPECIFIED SETTING
 AK1353_STAMPING: AZR 31 P 2 1960
 AK1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1353
 AK1353  HISTORY     - Date     Condition        Report By
 AK1353  HISTORY     - 1960     MONUMENTED       CGS
 AK1353
 AK1353                          STATION DESCRIPTION
 AK1353
 AK1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK1353'AT CAPE CANAVERAL.
 AK1353'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT
 AK1353'THE MINUTEMAN COMPLEX 31.  IT IS 0.2 MILE SOUTHEAST OF THE
 AK1353'MAIN GATE TO THE COMPLEX, AND 1.5 FEET SOUTH OF THE SOUTHEAST
 AK1353'END OF THE A WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1352 ***********************************************************************
 AK1352  DESIGNATION -  A Z R 31 P OFFSET
 AK1352  PID         -  AK1352
 AK1352  STATE/COUNTY-  FL/BREVARD
 AK1352  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK1352
 AK1352                         *CURRENT SURVEY CONTROL
 AK1352  ___________________________________________________________________
 AK1352* NAD 83(1986)-  28 27 06.     (N)    080 33 19.     (W)     SCALED    
 AK1352* NAVD 88     -         2.503  (meters)       8.21   (feet)  ADJUSTED  
 AK1352  ___________________________________________________________________
 AK1352  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK1352  DYNAMIC HT  -           2.499 (meters)       8.20  (feet)  COMP
 AK1352  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 AK1352
 AK1352  VERT ORDER  -  FIRST     CLASS II
 AK1352
 AK1352.The horizontal coordinates were scaled from a topographic map and have
 AK1352.an estimated accuracy of +/- 6 seconds.
 AK1352
 AK1352.The orthometric height was determined by differential leveling
 AK1352.and adjusted by the National Geodetic Survey in June 1991..
 AK1352
 AK1352.The geoid height was determined by GEOID03.
 AK1352
 AK1352.The dynamic height is computed by dividing the NAVD 88
 AK1352.geopotential number by the normal gravity value computed on the
 AK1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1352.degrees latitude (g = 980.6199 gals.).
 AK1352
 AK1352.The modeled gravity was interpolated from observed gravity values.
 AK1352
 AK1352;                    North         East    Units  Estimated Accuracy
 AK1352;SPC FL E     -   456,340.      243,560.      MT  (+/- 180 meters Scaled)
 AK1352
 AK1352                          SUPERSEDED SURVEY CONTROL
 AK1352
 AK1352  NGVD 29 (??/??/92)    2.888  (m)            9.47   (f) ADJ UNCH    1 2
 AK1352
 AK1352.Superseded values are not recommended for survey control.
 AK1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1352.See file dsdata.txt to determine how the superseded data were derived.
 AK1352
 AK1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435473(NAD 83)
 AK1352_MARKER: DE = TRAVERSE STATION DISK
 AK1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK1352_SP_SET: BUILDING
 AK1352_STAMPING: AZR 31 P OFFSET 1960
 AK1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK1352
 AK1352  HISTORY     - Date     Condition        Report By
 AK1352  HISTORY     - 1960     MONUMENTED       CGS
 AK1352
 AK1352                          STATION DESCRIPTION
 AK1352
 AK1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK1352'AT CAPE CANAVERAL.
 AK1352'THE STATION IS LOCATED AT CAPE CANAVERAL AND ON THE MINUTEMAN
 AK1352'COMPLEX 31.  IT IS IN THE SOUTH ALIGNMENT BUILDING, 8.4 FEET
 AK1352'SOUTH OF THE NORTH WALL, 5 FEET EAST OF THE CENTER OF THE DOOR,
 AK1352'4.6 FEET NORTH OF THE SOUTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2425 ***********************************************************************
 AK2425  DESIGNATION -  A Z R 32 P
 AK2425  PID         -  AK2425
 AK2425  STATE/COUNTY-  FL/BREVARD
 AK2425  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2425
 AK2425                         *CURRENT SURVEY CONTROL
 AK2425  ___________________________________________________________________
 AK2425* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2425* NAVD 88     -         3.714  (meters)      12.19   (feet)  POSTED    
 AK2425  ___________________________________________________________________
 AK2425  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2425  DYNAMIC HT  -           3.710 (meters)      12.17  (feet)  COMP
 AK2425  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2425
 AK2425  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AK2425
 AK2425.The horizontal coordinates were scaled from a topographic map and have
 AK2425.an estimated accuracy of +/- 6 seconds.
 AK2425
 AK2425.The orthometric height was determined by differential leveling
 AK2425.and adjusted by the National Geodetic Survey in 1992..
 AK2425.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AK2425.rate of 4.1 thru 8.0 mm/km.
 AK2425
 AK2425.The geoid height was determined by GEOID03.
 AK2425
 AK2425.The dynamic height is computed by dividing the NAVD 88
 AK2425.geopotential number by the normal gravity value computed on the
 AK2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2425.degrees latitude (g = 980.6199 gals.).
 AK2425
 AK2425.The modeled gravity was interpolated from observed gravity values.
 AK2425
 AK2425;                    North         East    Units  Estimated Accuracy
 AK2425;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2425
 AK2425                          SUPERSEDED SURVEY CONTROL
 AK2425
 AK2425  NGVD 29 (??/??/92)    4.100  (m)           13.45   (f) ADJ UNCH    1 2
 AK2425
 AK2425.Superseded values are not recommended for survey control.
 AK2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2425.See file dsdata.txt to determine how the superseded data were derived.
 AK2425
 AK2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2425_MARKER: DB = BENCH MARK DISK
 AK2425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK2425_SP_SET: BUILDING
 AK2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2425
 AK2425  HISTORY     - Date     Condition        Report By
 AK2425  HISTORY     - UNK      MONUMENTED       CGS
 AK2425  HISTORY     - 1962     GOOD             NGS
 AK2425
 AK2425                          STATION DESCRIPTION
 AK2425
 AK2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2425'AT CAPE CANAVERAL.
 AK2425'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK2425'MINUTEMAN COMPLEX 32.  IT IS IN THE NORTH ALIGNMENT BUILDING,
 AK2425'10.6 FEET NORTH OF THE SOUTH WALL, 9 FEET SOUTHEAST OF THE CENTER
 AK2425'OF THE DOOR, AND 2.6 FEET SOUTH OF THE NORTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2424 ***********************************************************************
 AK2424  DESIGNATION -  A Z R 32 P 1
 AK2424  PID         -  AK2424
 AK2424  STATE/COUNTY-  FL/BREVARD
 AK2424  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2424
 AK2424                         *CURRENT SURVEY CONTROL
 AK2424  ___________________________________________________________________
 AK2424* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2424* NAVD 88     -         1.999  (meters)       6.56   (feet)  ADJUSTED  
 AK2424  ___________________________________________________________________
 AK2424  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2424  DYNAMIC HT  -           1.996 (meters)       6.55  (feet)  COMP
 AK2424  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2424
 AK2424  VERT ORDER  -  FIRST     CLASS II
 AK2424
 AK2424.The horizontal coordinates were scaled from a topographic map and have
 AK2424.an estimated accuracy of +/- 6 seconds.
 AK2424
 AK2424.The orthometric height was determined by differential leveling
 AK2424.and adjusted by the National Geodetic Survey in June 1991..
 AK2424
 AK2424.The geoid height was determined by GEOID03.
 AK2424
 AK2424.The dynamic height is computed by dividing the NAVD 88
 AK2424.geopotential number by the normal gravity value computed on the
 AK2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2424.degrees latitude (g = 980.6199 gals.).
 AK2424
 AK2424.The modeled gravity was interpolated from observed gravity values.
 AK2424
 AK2424;                    North         East    Units  Estimated Accuracy
 AK2424;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2424
 AK2424                          SUPERSEDED SURVEY CONTROL
 AK2424
 AK2424  NGVD 29 (??/??/92)    2.385  (m)            7.82   (f) ADJ UNCH    1 2
 AK2424
 AK2424.Superseded values are not recommended for survey control.
 AK2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2424.See file dsdata.txt to determine how the superseded data were derived.
 AK2424
 AK2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2424_MARKER: DB = BENCH MARK DISK
 AK2424_SETTING: 0 = UNSPECIFIED SETTING
 AK2424_STAMPING: AZR 32 P 1 1960
 AK2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2424
 AK2424  HISTORY     - Date     Condition        Report By
 AK2424  HISTORY     - 1960     MONUMENTED       CGS
 AK2424  HISTORY     - 1962     GOOD             NGS
 AK2424
 AK2424                          STATION DESCRIPTION
 AK2424
 AK2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2424'AT CAPE CANAVERAL.
 AK2424'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK2424'MINUTEMAN COMPLEX 32.  IT IS 0.1 MILE NORTHEAST OF THE MAIN GATE
 AK2424'TO THE COMPLEX, 20 FEET SOUTH OF THE SOUTH EDGE OF THE CABLE
 AK2424'CONTROL TRENCH, AND 2 FEET SOUTH OF THE SOUTH END OF THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2423 ***********************************************************************
 AK2423  DESIGNATION -  A Z R 32 P 2
 AK2423  PID         -  AK2423
 AK2423  STATE/COUNTY-  FL/BREVARD
 AK2423  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2423
 AK2423                         *CURRENT SURVEY CONTROL
 AK2423  ___________________________________________________________________
 AK2423* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2423* NAVD 88     -         2.026  (meters)       6.65   (feet)  ADJUSTED  
 AK2423  ___________________________________________________________________
 AK2423  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2423  DYNAMIC HT  -           2.024 (meters)       6.64  (feet)  COMP
 AK2423  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2423
 AK2423  VERT ORDER  -  FIRST     CLASS II
 AK2423
 AK2423.The horizontal coordinates were scaled from a topographic map and have
 AK2423.an estimated accuracy of +/- 6 seconds.
 AK2423
 AK2423.The orthometric height was determined by differential leveling
 AK2423.and adjusted by the National Geodetic Survey in June 1991..
 AK2423
 AK2423.The geoid height was determined by GEOID03.
 AK2423
 AK2423.The dynamic height is computed by dividing the NAVD 88
 AK2423.geopotential number by the normal gravity value computed on the
 AK2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2423.degrees latitude (g = 980.6199 gals.).
 AK2423
 AK2423.The modeled gravity was interpolated from observed gravity values.
 AK2423
 AK2423;                    North         East    Units  Estimated Accuracy
 AK2423;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2423
 AK2423                          SUPERSEDED SURVEY CONTROL
 AK2423
 AK2423  NGVD 29 (??/??/92)    2.413  (m)            7.92   (f) ADJ UNCH    1 2
 AK2423
 AK2423.Superseded values are not recommended for survey control.
 AK2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2423.See file dsdata.txt to determine how the superseded data were derived.
 AK2423
 AK2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2423_MARKER: DB = BENCH MARK DISK
 AK2423_SETTING: 0 = UNSPECIFIED SETTING
 AK2423_STAMPING: AZR 32 P 2 1960
 AK2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2423
 AK2423  HISTORY     - Date     Condition        Report By
 AK2423  HISTORY     - 1960     MONUMENTED       CGS
 AK2423
 AK2423                          STATION DESCRIPTION
 AK2423
 AK2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK2423'AT CAPE CANAVERAL.
 AK2423'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2423'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2423'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET SOUTH OF THE CENTER OF
 AK2423'LAUNCH RING 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2459 ***********************************************************************
 AK2459  DESIGNATION -  A Z R 32 S
 AK2459  PID         -  AK2459
 AK2459  STATE/COUNTY-  FL/BREVARD
 AK2459  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2459
 AK2459                         *CURRENT SURVEY CONTROL
 AK2459  ___________________________________________________________________
 AK2459* NAD 83(1990)-  28 27 12.60554(N)    080 33 16.39106(W)     ADJUSTED  
 AK2459* NAVD 88     -         3.520  (meters)      11.55   (feet)  ADJUSTED  
 AK2459  ___________________________________________________________________
 AK2459  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK2459  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2459  DYNAMIC HT  -           3.515 (meters)      11.53  (feet)  COMP
 AK2459  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 AK2459
 AK2459  HORZ ORDER  -  SECOND
 AK2459  VERT ORDER  -  FIRST     CLASS II
 AK2459
 AK2459.The horizontal coordinates were established by classical geodetic methods
 AK2459.and adjusted by the National Geodetic Survey in May 1991..
 AK2459
 AK2459.The orthometric height was determined by differential leveling
 AK2459.and adjusted by the National Geodetic Survey in June 1991..
 AK2459
 AK2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2459
 AK2459.The geoid height was determined by GEOID03.
 AK2459
 AK2459.The dynamic height is computed by dividing the NAVD 88
 AK2459.geopotential number by the normal gravity value computed on the
 AK2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2459.degrees latitude (g = 980.6199 gals.).
 AK2459
 AK2459.The modeled gravity was interpolated from observed gravity values.
 AK2459
 AK2459;                    North         East     Units Scale Factor Converg.
 AK2459;SPC FL E     -   456,545.288   243,627.865   MT  0.99996466   +0 12 44.0
 AK2459;SPC FL E     - 1,497,849.00    799,302.42   sFT  0.99996466   +0 12 44.0
 AK2459;UTM  17      - 3,147,521.498   543,612.979   MT  0.99962347   +0 12 44.0
 AK2459
 AK2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2459!SPC FL E     -   1.00000389  x   0.99996466  =   0.99996855
 AK2459!UTM  17      -   1.00000389  x   0.99962347  =   0.99962736
 AK2459
 AK2459:                Primary Azimuth Mark                     Grid Az
 AK2459:SPC FL E     -  INDUSTRY                                 048 57 14.2
 AK2459:UTM  17      -  INDUSTRY                                 048 57 14.2
 AK2459
 AK2459|---------------------------------------------------------------------|
 AK2459| PID    Reference Object                     Distance      Geod. Az  |
 AK2459|                                                           dddmmss.s |
 AK2459| AK2378 INDUSTRY                            APPROX. 1.3 KM 0490958.2 |
 AK2459| AK5690 SILO 32                               9.458 METERS 16242     |
 AK2459| AK5574 AZR 31 P2 1960                      290.107 METERS 18800     |
 AK2459| AK2450 AZR 31 S                            226.229 METERS 19653     |
 AK2459| AK5580 AZR 32 P 1960                       195.741 METERS 23249     |
 AK2459| AK5577 AZR 31 P1 1960                      328.845 METERS 23345     |
 AK2459| AK5583 AZR 32 P2 1960                       74.637 METERS 25304     |
 AK2459|---------------------------------------------------------------------|
 AK2459
 AK2459                          SUPERSEDED SURVEY CONTROL
 AK2459
 AK2459  NAD 83(1986)-  28 27 12.61167(N)    080 33 16.40430(W) AD(       ) 2
 AK2459  NAD 27      -  28 27 11.60624(N)    080 33 17.21875(W) AD(       ) 2
 AK2459  NGVD 29 (??/??/92)    3.907  (m)           12.82   (f) ADJ UNCH    1 2
 AK2459
 AK2459.Superseded values are not recommended for survey control.
 AK2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2459.See file dsdata.txt to determine how the superseded data were derived.
 AK2459
 AK2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4361347521(NAD 83)
 AK2459_MARKER: DB = BENCH MARK DISK
 AK2459_SETTING: 0 = UNSPECIFIED SETTING
 AK2459_STAMPING: AZR 32 S 1961
 AK2459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2459
 AK2459  HISTORY     - Date     Condition        Report By
 AK2459  HISTORY     - 1961     MONUMENTED       CGS
 AK2459  HISTORY     - 1961     GOOD             CGS
 AK2459
 AK2459                          STATION DESCRIPTION
 AK2459
 AK2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK2459'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK2459'MINUTEMAN COMPLEX.  IT IS 86 FEET NORTHEAST OF THE SOUTHWEST
 AK2459'CORNER OF THE LAUNCH PAD, 43 FEET SOUTHEAST OF THE NORTHWEST
 AK2459'CORNER OF THE PAD, AND 21 FEET NORTHWEST OF THE NORTHWEST CORNER
 AK2459'OF STAIRWAY CASING LEADING DOWN TO THE LAUNCH TUBE.  THE MARK IS
 AK2459'ABOUT 2 INCHES BELOW THE SURFACE OF THE CONCRETE PAD WITH A
 AK2459'COVER OVER THE TOP, THE COVER IS STAMPED AZR 32 S 1961.
 AK2459'
 AK2459'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK2459
 AK2459                          STATION RECOVERY (1961)
 AK2459
 AK2459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AK2459'AT CAPE CANAVERAL.
 AK2459'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT
 AK2459'THE MINUTEMAN COMPLEX 32.  IT IS 86 FEET NORTHEAST OF THE
 AK2459'SOUTHWEST CORNER OF THE LAUNCH PAD, 43 FEET SOUTHEAST OF THE
 AK2459'NORTHWEST CORNER OF THE PAD, AND 21 FEET NORTHWEST OF THE
 AK2459'NORTHWEST CORNER OF STAIRWAY CASING LEADING DOWN TO THE LAUNCH
 AK2459'TUBE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7960 ***********************************************************************
 AL7960  DESIGNATION -  A34 145
 AL7960  PID         -  AL7960
 AL7960  STATE/COUNTY-  FL/PASCO
 AL7960  USGS QUAD   -  LACOOCHEE (1988)
 AL7960
 AL7960                         *CURRENT SURVEY CONTROL
 AL7960  ___________________________________________________________________
 AL7960* NAD 83(1999)-  28 28 43.16029(N)    082 14 56.48599(W)     ADJUSTED  
 AL7960* NAVD 88     -        39.1    (meters)     128.     (feet)  VERTCON   
 AL7960  ___________________________________________________________________
 AL7960  X           -     756,693.634 (meters)                     COMP
 AL7960  Y           -  -5,559,370.853 (meters)                     COMP
 AL7960  Z           -   3,023,243.681 (meters)                     COMP
 AL7960  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AL7960  ELLIP HEIGHT-          12.48  (meters)          (07/06/01) GPS OBS
 AL7960  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AL7960
 AL7960  HORZ ORDER  -  FIRST
 AL7960  ELLP ORDER  -  FOURTH    CLASS II
 AL7960
 AL7960.The horizontal coordinates were established by GPS observations
 AL7960.and adjusted by the National Geodetic Survey in July 2001..
 AL7960
 AL7960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7960
 AL7960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7960
 AL7960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7960
 AL7960.The ellipsoidal height was determined by GPS observations
 AL7960.and is referenced to NAD 83.
 AL7960
 AL7960.The geoid height was determined by GEOID03.
 AL7960
 AL7960;                    North         East     Units Scale Factor Converg.
 AL7960;SPC FL W     -   459,277.342   175,616.025   MT  0.99994851   -0 07 07.5
 AL7960;SPC FL W     - 1,506,812.41    576,166.91   sFT  0.99994851   -0 07 07.5
 AL7960;UTM  17      - 3,150,862.884   377,734.431   MT  0.99978449   -0 35 44.3
 AL7960
 AL7960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7960!SPC FL W     -   0.99999804  x   0.99994851  =   0.99994655
 AL7960!UTM  17      -   0.99999804  x   0.99978449  =   0.99978253
 AL7960
 AL7960:                Primary Azimuth Mark                     Grid Az
 AL7960:SPC FL W     -  A34 146                                  090 37 57.4
 AL7960:UTM  17      -  A34 146                                  091 06 34.2
 AL7960
 AL7960|---------------------------------------------------------------------|
 AL7960| PID    Reference Object                     Distance      Geod. Az  |
 AL7960|                                                           dddmmss.s |
 AL7960| AL7961 A34 146                             APPROX. 0.9 KM 0903049.9 |
 AL7960|---------------------------------------------------------------------|
 AL7960
 AL7960                          SUPERSEDED SURVEY CONTROL
 AL7960
 AL7960  NAD 83(1990)-  28 28 43.16005(N)    082 14 56.48691(W) AD(       ) 1
 AL7960  ELLIP H (10/07/92)   12.51   (m)                       GP(       ) 4 2
 AL7960  NGVD 29 (10/07/92)   39.3    (m)          129.     (f) GPS OBS        
 AL7960
 AL7960.Superseded values are not recommended for survey control.
 AL7960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7960.See file dsdata.txt to determine how the superseded data were derived.
 AL7960
 AL7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7773450863(NAD 83)
 AL7960_MARKER: I = METAL ROD
 AL7960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7960_SP_SET: ALUMINUM ALLOY ROD
 AL7960_STAMPING: A34-145 1991
 AL7960_MARK LOGO: FL-101
 AL7960_PROJECTION: FLUSH
 AL7960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7960+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7960_ROD/PIPE-DEPTH: 16.2 meters
 AL7960
 AL7960  HISTORY     - Date     Condition        Report By
 AL7960  HISTORY     - 1991     MONUMENTED       FL-101
 AL7960
 AL7960                          STATION DESCRIPTION
 AL7960
 AL7960'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7960'THE STATION IS LOCATED 10 MI (16.09 KM) NORTH OF SAINT LEO AND 4 MI
 AL7960'(6.44 KM) WEST-NORTHWEST OF TRILBY, NEAR THE PASCO-HERNANDO
 AL7960'COUNTYLINE.
 AL7960'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 AL7960'HIGHWAY 301 SOUTHEAST OF TRILBY, GO NORTHWEST ON U.S. HIGHWAY 98,
 AL7960'0.75 MI (1.21 KM) TO PASCO COUNTY ROAD 575, TURN LEFT AND GO WESTERLY
 AL7960'ON PASCO COUNTY ROAD 575, 3.1 MI (4.99 KM) TO WHERE PASCO COUNTY ROAD
 AL7960'575 CURVES SOUTH AND HARRISON HILL ROAD CONTINUES WESTERLY, CONTINUE
 AL7960'WESTERLY ON HARRISON HILL ROAD, 0.75 MI (1.21 KM) TO LOCKHART ROAD,
 AL7960'TURN RIGHT AND GO NORTH ON LOCKHART ROAD, 2.65 MI (4.26 KM) TO
 AL7960'POWERLINE ROAD ON THE LEFT, TURN LEFT AND GO EAST THEN NORTH THEN
 AL7960'EAST ON POWERLINE ROAD, 0.3 MI (0.48 KM) TO THE STATION ON THE RIGHT.
 AL7960'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7960'WITH A PASCO COUNTY LOGO CAP STAMPED ---A34-145 1991--- THAT IS FLUSH
 AL7960'WITH THE GROUND AND THE STATION IS RECESSED 7-INCHES BELOW THE GROUND
 AL7960'. IT IS 71 FT (21.64 M) SOUTH OF THE CENTER OF POWER LINE ROAD, 11 FT
 AL7960'(3.35 M) SOUTH OF A BARB WIRE FENCE AND 34 FT (10.36 M) EAST OF A
 AL7960'BARB WIRE FENCE. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON
 AL7960'THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER
 AL7960'.
 AL7960'REFERENCES--
 AL7960'P.K. NAIL AND ---PCSD--- DISK SET IN THE SOUTHWEST FACE OF A 7-INCH
 AL7960'OAK TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 135
 AL7960'DEGREES AT 133.60 FT (40.72 M).
 AL7960'P.K. NAIL AND ---PCSD--- DISK SET IN THE NORTHWEST FACE OF A POWER
 AL7960'POLE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 259
 AL7960'DEGREES AT 75.49 FT (23.01 M).
 AL7960'P.K. NAIL AND ---PCSD--- DISK SET IN THE NORTHEAST FACE OF A POWER
 AL7960'POLE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 292
 AL7960'DEGREES AT 100.65 FT (30.68 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7961 ***********************************************************************
 AL7961  DESIGNATION -  A34 146
 AL7961  PID         -  AL7961
 AL7961  STATE/COUNTY-  FL/PASCO
 AL7961  USGS QUAD   -  LACOOCHEE (1988)
 AL7961
 AL7961                         *CURRENT SURVEY CONTROL
 AL7961  ___________________________________________________________________
 AL7961* NAD 83(1999)-  28 28 42.89272(N)    082 14 22.86713(W)     ADJUSTED  
 AL7961* NAVD 88     -        31.2    (meters)     102.     (feet)  VERTCON   
 AL7961  ___________________________________________________________________
 AL7961  X           -     757,599.333 (meters)                     COMP
 AL7961  Y           -  -5,559,244.467 (meters)                     COMP
 AL7961  Z           -   3,023,232.678 (meters)                     COMP
 AL7961  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AL7961  ELLIP HEIGHT-           4.59  (meters)          (07/06/01) GPS OBS
 AL7961  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AL7961
 AL7961  HORZ ORDER  -  FIRST
 AL7961  ELLP ORDER  -  FOURTH    CLASS II
 AL7961
 AL7961.The horizontal coordinates were established by GPS observations
 AL7961.and adjusted by the National Geodetic Survey in July 2001..
 AL7961
 AL7961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7961
 AL7961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7961
 AL7961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7961
 AL7961.The ellipsoidal height was determined by GPS observations
 AL7961.and is referenced to NAD 83.
 AL7961
 AL7961.The geoid height was determined by GEOID03.
 AL7961
 AL7961;                    North         East     Units Scale Factor Converg.
 AL7961;SPC FL W     -   459,267.245   176,530.428   MT  0.99994797   -0 06 51.4
 AL7961;SPC FL W     - 1,506,779.29    579,166.91   sFT  0.99994797   -0 06 51.4
 AL7961;UTM  17      - 3,150,845.180   378,648.567   MT  0.99978174   -0 35 28.3
 AL7961
 AL7961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7961!SPC FL W     -   0.99999928  x   0.99994797  =   0.99994725
 AL7961!UTM  17      -   0.99999928  x   0.99978174  =   0.99978102
 AL7961
 AL7961:                Primary Azimuth Mark                     Grid Az
 AL7961:SPC FL W     -  A34 145                                  270 37 57.3
 AL7961:UTM  17      -  A34 145                                  271 06 34.2
 AL7961
 AL7961|---------------------------------------------------------------------|
 AL7961| PID    Reference Object                     Distance      Geod. Az  |
 AL7961|                                                           dddmmss.s |
 AL7961| AL7960 A34 145                             APPROX. 0.9 KM 2703105.9 |
 AL7961|---------------------------------------------------------------------|
 AL7961
 AL7961                          SUPERSEDED SURVEY CONTROL
 AL7961
 AL7961  NAD 83(1990)-  28 28 42.89254(N)    082 14 22.86812(W) AD(       ) 1
 AL7961  ELLIP H (10/07/92)    4.62   (m)                       GP(       ) 4 2
 AL7961  NGVD 29 (10/07/92)   31.4    (m)          103.     (f) GPS OBS        
 AL7961
 AL7961.Superseded values are not recommended for survey control.
 AL7961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7961.See file dsdata.txt to determine how the superseded data were derived.
 AL7961
 AL7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7864950845(NAD 83)
 AL7961_MARKER: I = METAL ROD
 AL7961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7961_SP_SET: ALUMINUM ALLOY ROD
 AL7961_STAMPING: A34-146 1991
 AL7961_MARK LOGO: FL-101
 AL7961_PROJECTION: FLUSH
 AL7961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7961+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7961_ROD/PIPE-DEPTH: 12.7 meters
 AL7961
 AL7961  HISTORY     - Date     Condition        Report By
 AL7961  HISTORY     - 1991     MONUMENTED       FL-101
 AL7961
 AL7961                          STATION DESCRIPTION
 AL7961
 AL7961'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7961'THE STATION IS LOCATED 10 MI (16.09 KM) NORTH OF SAINT LEO AND 4 MI
 AL7961'(6.44 KM) WEST-NORTHWEST OF TRILBY, NEAR THE PASCO-HERNANDO
 AL7961'COUNTYLINE.
 AL7961'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 AL7961'HIGHWAY 301 SOUTHEAST OF TRILBY, GO NORTHWEST ON U.S. HIGHWAY 98,
 AL7961'0.75 MI (1.21 KM) TO PASCO COUNTY ROAD 575, TURN LEFT AND GO WESTERLY
 AL7961'ON PASCO COUNTY ROAD 575, 3.1 MI (4.99 KM) TO WHERE PASCO COUNTY ROAD
 AL7961'575 CURVES SOUTH AND HARRISON HILL ROAD CONTINUES WESTERLY, CONTINUE
 AL7961'WESTERLY ON HARRISON HILL ROAD, 0.75 MI (1.21 KM) TO LOCKHART ROAD,
 AL7961'TURN RIGHT AND GO NORTH ON LOCKHART ROAD, 2.65 MI (4.26 KM) TO
 AL7961'POWERLINE ROAD ON THE LEFT, TURN LEFT AND GO EAST THEN NORTH THEN
 AL7961'EAST ON POWERLINE ROAD, 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT
 AL7961'.
 AL7961'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7961'WITH A PASCO COUNTY LOGO CAP STAMPED ---A34-146 1991--- THAT IS FLUSH
 AL7961'WITH THE GROUND AND THE STATION IS RECESSED 6-INCHES BELOW THE GROUND
 AL7961'. IT IS 57.3 FT (17.47 M) SOUTH OF THE CENTER OF POWER LINE ROAD, 3 FT
 AL7961'(0.91 M) NORTH OF A BARB WIRE FENCE AND 34 FT (10.36 M) NORTH OF A
 AL7961'POWERLINE. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE
 AL7961'ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AL7961'REFERENCES--
 AL7961'IRON ROD AND ---TRAV PT LB 731--- CAP SET ON AN EAST-WEST BARB WIRE
 AL7961'FENCE LINE ON A MAGNETIC AZIMUTH OF 94 DEGREES AT 39.35 FT (11.99 M).
 AL7961'P.K. NAIL AND ---PCSD--- DISK SET IN THE SOUTHWEST FACE OF A 10-INCH
 AL7961'PINE TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 138
 AL7961'DEGREES AT 182.62 FT (55.66 M).
 AL7961'P.K. NAIL AND ---PCSD--- DISK SET IN THE NORTHWEST FACE OF A POWER
 AL7961'POLE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 239
 AL7961'DEGREES AT 65.47 FT (19.96 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7962 ***********************************************************************
 AL7962  DESIGNATION -  A36 161
 AL7962  PID         -  AL7962
 AL7962  STATE/COUNTY-  FL/PASCO
 AL7962  USGS QUAD   -  LACOOCHEE (1988)
 AL7962
 AL7962                         *CURRENT SURVEY CONTROL
 AL7962  ___________________________________________________________________
 AL7962* NAD 83(1999)-  28 28 42.51092(N)    082 12 42.03781(W)     ADJUSTED  
 AL7962* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 AL7962  ___________________________________________________________________
 AL7962  X           -     760,317.906 (meters)                     COMP
 AL7962  Y           -  -5,558,881.610 (meters)                     COMP
 AL7962  Z           -   3,023,223.768 (meters)                     COMP
 AL7962  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AL7962  ELLIP HEIGHT-           7.57  (meters)          (07/06/01) GPS OBS
 AL7962  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AL7962
 AL7962  HORZ ORDER  -  FIRST
 AL7962  ELLP ORDER  -  FOURTH    CLASS II
 AL7962
 AL7962.The horizontal coordinates were established by GPS observations
 AL7962.and adjusted by the National Geodetic Survey in July 2001..
 AL7962
 AL7962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7962
 AL7962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7962
 AL7962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7962
 AL7962.The ellipsoidal height was determined by GPS observations
 AL7962.and is referenced to NAD 83.
 AL7962
 AL7962.The geoid height was determined by GEOID03.
 AL7962
 AL7962;                    North         East     Units Scale Factor Converg.
 AL7962;SPC FL W     -   459,250.341   179,272.924   MT  0.99994648   -0 06 03.4
 AL7962;SPC FL W     - 1,506,723.83    588,164.58   sFT  0.99994648   -0 06 03.4
 AL7962;UTM  17      - 3,150,805.456   381,390.362   MT  0.99977362   -0 34 40.2
 AL7962
 AL7962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7962!SPC FL W     -   0.99999881  x   0.99994648  =   0.99994529
 AL7962!UTM  17      -   0.99999881  x   0.99977362  =   0.99977243
 AL7962
 AL7962:                Primary Azimuth Mark                     Grid Az
 AL7962:SPC FL W     -  A36 162                                  135 53 26.1
 AL7962:UTM  17      -  A36 162                                  136 22 02.9
 AL7962
 AL7962|---------------------------------------------------------------------|
 AL7962| PID    Reference Object                     Distance      Geod. Az  |
 AL7962|                                                           dddmmss.s |
 AL7962| AL7963 A36 162                             APPROX. 1.1 KM 1354722.7 |
 AL7962|---------------------------------------------------------------------|
 AL7962
 AL7962                          SUPERSEDED SURVEY CONTROL
 AL7962
 AL7962  NAD 83(1990)-  28 28 42.51124(N)    082 12 42.03925(W) AD(       ) 1
 AL7962  ELLIP H (10/07/92)    7.58   (m)                       GP(       ) 4 2
 AL7962  NGVD 29 (10/07/92)   34.5    (m)          113.     (f) GPS OBS        
 AL7962
 AL7962.Superseded values are not recommended for survey control.
 AL7962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7962.See file dsdata.txt to determine how the superseded data were derived.
 AL7962
 AL7962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8139050805(NAD 83)
 AL7962_MARKER: I = METAL ROD
 AL7962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7962_SP_SET: ALUMINUM ALLOY ROD
 AL7962_STAMPING: A36-161 1991
 AL7962_MARK LOGO: FL-101
 AL7962_PROJECTION: FLUSH
 AL7962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7962+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7962_ROD/PIPE-DEPTH: 6.4  meters
 AL7962
 AL7962  HISTORY     - Date     Condition        Report By
 AL7962  HISTORY     - 1991     MONUMENTED       FL-101
 AL7962
 AL7962                          STATION DESCRIPTION
 AL7962
 AL7962'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7962'THE STATION IS LOCATED 1 MI (1.61 KM) NORTHWEST OF TRILBY AND 2 MI
 AL7962'(3.22 KM) WEST-NORTHWEST OF LACOOCHEE ON PRIVATE PROPERTY.
 AL7962'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 AL7962'HIGHWAY 301 SOUTHEAST OF TRILBY, GO NORTHWEST ON U.S. HIGHWAY 98,
 AL7962'0.75 MI (1.21 KM) TO PASCO COUNTY ROAD 575, TURN LEFT AND GO WESTERLY
 AL7962'ON PASCO COUNTY ROAD 575, 3.1 MI (4.99 KM) TO WHERE PASCO COUNTY ROAD
 AL7962'575 CURVES SOUTH AND HARRISON HILL ROAD CONTINUES WESTERLY, CONTINUE
 AL7962'WESTERLY ON HARRISON HILL ROAD, 0.75 MI (1.21 KM) TO LOCKHART ROAD,
 AL7962'TURN RIGHT AND GO NORTH ON LOCKHART ROAD, 2.65 MI (4.26 KM) TO
 AL7962'POWERLINE ROAD ON THE LEFT, TURN LEFT AND GO EAST THEN NORTH THEN
 AL7962'EAST ON POWERLINE ROAD, 1.85 MI (2.98 KM) TO THE STATION ON THE RIGHT
 AL7962'.
 AL7962'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7962'WITH A PASCO COUNTY LOGO CAP STAMPED ---A36-161 1991--- THAT IS FLUSH
 AL7962'WITH THE GROUND AND THE STATION IS RECESSED 8-INCHES BELOW THE GROUND
 AL7962'. IT IS 55 FT (16.76 M) SOUTH OF THE CENTER OF POWER LINE ROAD, 15.5
 AL7962'FT (4.72 M) SOUTH OF A BARB WIRE FENCE AND 41 FT (12.50 M) EAST OF A
 AL7962'BARB WIRE FENCE. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON
 AL7962'THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER
 AL7962'.
 AL7962'REFERENCES--
 AL7962'P.K. NAIL AND ---PCSD--- DISK SET IN THE SOUTH FACE OF A 6-INCH BLACK
 AL7962'JACK OAK TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF
 AL7962'78 DEGREES AT 49.48 FT (15.08 M).
 AL7962'P.K. NAIL AND ---PCSD--- DISK SET IN THE SOUTH FACE OF A 6-INCH BLACK
 AL7962'JACK OAK TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF
 AL7962'116 DEGREES AT 107.20 FT (32.67 M).
 AL7962'P.K. NAIL AND ---PCSD--- DISK SET IN THE WEST FACE OF A POWER POLE ON
 AL7962'A MAGNETIC AZIMUTH OF 214 DEGREES AT 39.57 FT (12.06 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7963 ***********************************************************************
 AL7963  DESIGNATION -  A36 162
 AL7963  PID         -  AL7963
 AL7963  STATE/COUNTY-  FL/PASCO
 AL7963  USGS QUAD   -  LACOOCHEE (1988)
 AL7963
 AL7963                         *CURRENT SURVEY CONTROL
 AL7963  ___________________________________________________________________
 AL7963* NAD 83(1999)-  28 28 16.19339(N)    082 12 13.06532(W)     ADJUSTED  
 AL7963* NAVD 88     -        36.0    (meters)     118.     (feet)  VERTCON   
 AL7963  ___________________________________________________________________
 AL7963  X           -     761,151.332 (meters)                     COMP
 AL7963  Y           -  -5,559,159.061 (meters)                     COMP
 AL7963  Z           -   3,022,512.457 (meters)                     COMP
 AL7963  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AL7963  ELLIP HEIGHT-           9.40  (meters)          (07/06/01) GPS OBS
 AL7963  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AL7963
 AL7963  HORZ ORDER  -  FIRST
 AL7963  ELLP ORDER  -  FOURTH    CLASS II
 AL7963
 AL7963.The horizontal coordinates were established by GPS observations
 AL7963.and adjusted by the National Geodetic Survey in July 2001..
 AL7963
 AL7963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7963
 AL7963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7963
 AL7963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7963
 AL7963.The ellipsoidal height was determined by GPS observations
 AL7963.and is referenced to NAD 83.
 AL7963
 AL7963.The geoid height was determined by GEOID03.
 AL7963
 AL7963;                    North         East     Units Scale Factor Converg.
 AL7963;SPC FL W     -   458,438.831   180,059.591   MT  0.99994608   -0 05 49.5
 AL7963;SPC FL W     - 1,504,061.40    590,745.51   sFT  0.99994608   -0 05 49.5
 AL7963;UTM  17      - 3,149,987.569   382,170.113   MT  0.99977135   -0 34 25.9
 AL7963
 AL7963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7963!SPC FL W     -   0.99999852  x   0.99994608  =   0.99994460
 AL7963!UTM  17      -   0.99999852  x   0.99977135  =   0.99976987
 AL7963
 AL7963:                Primary Azimuth Mark                     Grid Az
 AL7963:SPC FL W     -  A36 161                                  315 53 26.0
 AL7963:UTM  17      -  A36 161                                  316 22 02.4
 AL7963
 AL7963|---------------------------------------------------------------------|
 AL7963| PID    Reference Object                     Distance      Geod. Az  |
 AL7963|                                                           dddmmss.s |
 AL7963| AL7962 A36 161                             APPROX. 1.1 KM 3154736.5 |
 AL7963|---------------------------------------------------------------------|
 AL7963
 AL7963                          SUPERSEDED SURVEY CONTROL
 AL7963
 AL7963  NAD 83(1990)-  28 28 16.19367(N)    082 12 13.06673(W) AD(       ) 1
 AL7963  ELLIP H (10/07/92)    9.41   (m)                       GP(       ) 4 2
 AL7963  NGVD 29 (10/07/92)   36.3    (m)          119.     (f) GPS OBS        
 AL7963
 AL7963.Superseded values are not recommended for survey control.
 AL7963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7963.See file dsdata.txt to determine how the superseded data were derived.
 AL7963
 AL7963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8217049988(NAD 83)
 AL7963_MARKER: I = METAL ROD
 AL7963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7963_SP_SET: ALUMINUM ALLOY ROD
 AL7963_STAMPING: A36-162 1991
 AL7963_MARK LOGO: FL-101
 AL7963_PROJECTION: FLUSH
 AL7963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7963+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7963_ROD/PIPE-DEPTH: 11.3 meters
 AL7963
 AL7963  HISTORY     - Date     Condition        Report By
 AL7963  HISTORY     - 1991     MONUMENTED       FL-101
 AL7963
 AL7963                          STATION DESCRIPTION
 AL7963
 AL7963'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7963'THE STATION IS LOCATED 1 MI (1.61 KM) NORTHWEST OF TRILBY AND 2 MI
 AL7963'(3.22 KM) WEST-NORTHWEST OF LACOOCHEE ON PRIVATE PROPERTY.
 AL7963'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 AL7963'HIGHWAY 301 SOUTHEAST OF TRILBY, GO NORTHWEST ON U.S. HIGHWAY 98,
 AL7963'0.75 MI (1.21 KM) TO PASCO COUNTY ROAD 575, TURN LEFT AND GO WESTERLY
 AL7963'ON PASCO COUNTY ROAD 575, 0.65 MI (1.05 KM) TO TRILBY CEMETERY ROAD,
 AL7963'TURN RIGHT AND GO NORTH AND WEST ON TRILBY CEMETERY ROAD, 0.5 MI
 AL7963'(0.80 KM) TO A FORK IN THE ROAD, TURN RIGHT AND GO NORTH ON A DIRT
 AL7963'FARM ROAD MARKED A.D. MAYROAD, 0.25 MI (0.40 KM) TO THE STATION ON THE
 AL7963'RIGHT.
 AL7963'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7963'WITH A PASCO COUNTY LOGO CAP STAMPED ---A36-162 1991--- THAT IS FLUSH
 AL7963'WITH THE GROUND AND THE STATION IS RECESSED 5-INCHES BELOW THE GROUND
 AL7963'. IT IS 14 FT (4.27 M) EAST OF THE CENTER OF A DIRT FARM ROAD, 49 FT
 AL7963'(14.94 M) SOUTH OF A BARB WIRE FENCE AND 4 FT (1.22 M) WEST OF A BARB
 AL7963'WIRE FENCE. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE
 AL7963'ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AL7963'REFERENCES--
 AL7963'IRON PIPE FOUND ON A MAGNETIC AZIMUTH OF 10 DEGREES AT 50.56 FT
 AL7963'(15.41 M).
 AL7963'P.K. NAIL AND ---PCSD--- DISK SET IN THE NORTH FACE OF A 12-INCH BLACK
 AL7963'JACK OAK TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF
 AL7963'115 DEGREES AT 102.55 FT (31.26 M).
 AL7963'P.K. NAIL AND ---PCSD--- DISK SET IN THE EAST FACE OF A 14-INCH PINE
 AL7963'TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 165
 AL7963'DEGREES AT 135.90 FT (41.42 M).
 AL7963'P.K. NAIL AND ---PCSD--- DISK SET IN THE EAST FACE OF A POWER POLE ON
 AL7963'A MAGNETIC AZIMUTH OF 335 DEGREES AT 58.05 FT (17.69 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7964 ***********************************************************************
 AL7964  DESIGNATION -  A39 177
 AL7964  PID         -  AL7964
 AL7964  STATE/COUNTY-  FL/PASCO
 AL7964  USGS QUAD   -  LACOOCHEE (1988)
 AL7964
 AL7964                         *CURRENT SURVEY CONTROL
 AL7964  ___________________________________________________________________
 AL7964* NAD 83(1999)-  28 28 42.39433(N)    082 09 18.32290(W)     ADJUSTED  
 AL7964* NAVD 88     -        22.1    (meters)      73.     (feet)  VERTCON   
 AL7964  ___________________________________________________________________
 AL7964  X           -     765,806.467 (meters)                     COMP
 AL7964  Y           -  -5,558,119.061 (meters)                     COMP
 AL7964  Z           -   3,023,214.800 (meters)                     COMP
 AL7964  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AL7964  ELLIP HEIGHT-          -4.62  (meters)          (07/06/01) GPS OBS
 AL7964  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AL7964
 AL7964  HORZ ORDER  -  FIRST
 AL7964  ELLP ORDER  -  FOURTH    CLASS II
 AL7964
 AL7964.The horizontal coordinates were established by GPS observations
 AL7964.and adjusted by the National Geodetic Survey in July 2001..
 AL7964
 AL7964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7964
 AL7964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7964
 AL7964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7964
 AL7964.The ellipsoidal height was determined by GPS observations
 AL7964.and is referenced to NAD 83.
 AL7964
 AL7964.The geoid height was determined by GEOID03.
 AL7964
 AL7964;                    North         East     Units Scale Factor Converg.
 AL7964;SPC FL W     -   459,238.296   184,813.879   MT  0.99994402   -0 04 26.2
 AL7964;SPC FL W     - 1,506,684.31    606,343.53   sFT  0.99994402   -0 04 26.2
 AL7964;UTM  17      - 3,150,747.303   386,930.030   MT  0.99975778   -0 33 03.0
 AL7964
 AL7964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7964!SPC FL W     -   1.00000073  x   0.99994402  =   0.99994475
 AL7964!UTM  17      -   1.00000073  x   0.99975778  =   0.99975851
 AL7964
 AL7964:                Primary Azimuth Mark                     Grid Az
 AL7964:SPC FL W     -  A39 178                                  197 50 52.2
 AL7964:UTM  17      -  A39 178                                  198 19 29.0
 AL7964
 AL7964|---------------------------------------------------------------------|
 AL7964| PID    Reference Object                     Distance      Geod. Az  |
 AL7964|                                                           dddmmss.s |
 AL7964| AL7965 A39 178                             APPROX. 0.9 KM 1974626.0 |
 AL7964|---------------------------------------------------------------------|
 AL7964
 AL7964                          SUPERSEDED SURVEY CONTROL
 AL7964
 AL7964  NAD 83(1990)-  28 28 42.39382(N)    082 09 18.32338(W) AD(       ) 1
 AL7964  ELLIP H (10/07/92)   -4.60   (m)                       GP(       ) 4 2
 AL7964  NGVD 29 (10/07/92)   22.3    (m)           73.     (f) GPS OBS        
 AL7964
 AL7964.Superseded values are not recommended for survey control.
 AL7964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7964.See file dsdata.txt to determine how the superseded data were derived.
 AL7964
 AL7964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8693050747(NAD 83)
 AL7964_MARKER: I = METAL ROD
 AL7964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7964_SP_SET: ALUMINUM ALLOY ROD
 AL7964_STAMPING: A39-177 1991
 AL7964_MARK LOGO: FL-101
 AL7964_PROJECTION: FLUSH
 AL7964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7964+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7964_ROD/PIPE-DEPTH: 7.0  meters
 AL7964
 AL7964  HISTORY     - Date     Condition        Report By
 AL7964  HISTORY     - 1991     MONUMENTED       FL-101
 AL7964
 AL7964                          STATION DESCRIPTION
 AL7964
 AL7964'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7964'THE STATION IS LOCATED 9 MI (14.48 KM) NORTHEAST OF DADE CITY AND 4 MI
 AL7964'(6.44 KM) EAST-NORTHEAST OF LACOOCHEE, NEAR THE PASCO-HERNANDO
 AL7964'COUNTY LINE.
 AL7964'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 575 AND U.S.
 AL7964'HIGHWAY 301 IN TRILACOOCHEE, GO NORTH ON STATE ROAD 575, 2.15 MI
 AL7964'(3.46 KM) TO CLAY SINK ROAD (LACOOCHEE GRADE) AND THE STATION ON THE
 AL7964'RIGHT.
 AL7964'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7964'WITH A PASCO COUNTY LOGO CAP STAMPED ---A39-177 1991--- THAT IS FLUSH
 AL7964'WITH THE GROUND AND THE STATION IS RECESSED 6-INCHES BELOW THE GROUND
 AL7964'. IT IS 22 FT (6.71 M) EAST-SOUTHEAST OF THE CENTER OF STATE ROAD 575
 AL7964'AND 77 FT (23.47 M) NORTH OF CLAY SINK ROAD. NOTE THE HORIZONTAL
 AL7964'CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD THAT IS
 AL7964'ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AL7964'REFERENCES--
 AL7964'P.K. NAIL AND ---LB 731--- DISK SET IN THE SOUTH FACE OF A 6-INCH OAK
 AL7964'TREE 4 FT (1.22 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 115
 AL7964'DEGREES AT 60.78 FT (18.53 M).
 AL7964'60 PENNY NAIL FOUND IN THE CENTER OF STATE ROAD 575 AND CLAY SINK ROAD
 AL7964'ON A MAGNETIC AZIMUTH OF 217 DEGREES AT 97.46 FT (29.71 M).
 AL7964'60 PENNY NAIL FOUND IN THE CENTER OF STATE ROAD 575 NEAR THE
 AL7964'PASCO-HERNANDO COUNTYLINE ON A MAGNETIC AZIMUTH OF 348 DEGREES AT
 AL7964'35.67 FT (10.87 M).CE OF A POWER POLE 2 FT (0.61 M) ABOVE THE GROUND
 AL7964'ON A MAGNETIC AZIMUTH OF 110 DEGREES AT 76.99 FT (23.47 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7965 ***********************************************************************
 AL7965  DESIGNATION -  A39 178
 AL7965  PID         -  AL7965
 AL7965  STATE/COUNTY-  FL/PASCO
 AL7965  USGS QUAD   -  LACOOCHEE (1988)
 AL7965
 AL7965                         *CURRENT SURVEY CONTROL
 AL7965  ___________________________________________________________________
 AL7965* NAD 83(1999)-  28 28 14.64623(N)    082 09 28.38919(W)     ADJUSTED  
 AL7965* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 AL7965  ___________________________________________________________________
 AL7965  X           -     765,591.113 (meters)                     COMP
 AL7965  Y           -  -5,558,562.277 (meters)                     COMP
 AL7965  Z           -   3,022,465.211 (meters)                     COMP
 AL7965  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AL7965  ELLIP HEIGHT-          -1.88  (meters)          (07/06/01) GPS OBS
 AL7965  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AL7965
 AL7965  HORZ ORDER  -  FIRST
 AL7965  ELLP ORDER  -  FOURTH    CLASS II
 AL7965
 AL7965.The horizontal coordinates were established by GPS observations
 AL7965.and adjusted by the National Geodetic Survey in July 2001..
 AL7965
 AL7965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7965
 AL7965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7965
 AL7965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7965
 AL7965.The ellipsoidal height was determined by GPS observations
 AL7965.and is referenced to NAD 83.
 AL7965
 AL7965.The geoid height was determined by GEOID03.
 AL7965
 AL7965;                    North         East     Units Scale Factor Converg.
 AL7965;SPC FL W     -   458,384.467   184,538.958   MT  0.99994413   -0 04 31.0
 AL7965;SPC FL W     - 1,503,883.04    605,441.56   sFT  0.99994413   -0 04 31.0
 AL7965;UTM  17      - 3,149,895.950   386,648.066   MT  0.99975857   -0 33 07.3
 AL7965
 AL7965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7965!SPC FL W     -   1.00000030  x   0.99994413  =   0.99994443
 AL7965!UTM  17      -   1.00000030  x   0.99975857  =   0.99975887
 AL7965
 AL7965:                Primary Azimuth Mark                     Grid Az
 AL7965:SPC FL W     -  A39 177                                  017 50 52.2
 AL7965:UTM  17      -  A39 177                                  018 19 28.5
 AL7965
 AL7965|---------------------------------------------------------------------|
 AL7965| PID    Reference Object                     Distance      Geod. Az  |
 AL7965|                                                           dddmmss.s |
 AL7965| AL7964 A39 177                             APPROX. 0.9 KM 0174621.2 |
 AL7965|---------------------------------------------------------------------|
 AL7965
 AL7965                          SUPERSEDED SURVEY CONTROL
 AL7965
 AL7965  NAD 83(1990)-  28 28 14.64573(N)    082 09 28.38967(W) AD(       ) 1
 AL7965  ELLIP H (10/07/92)   -1.85   (m)                       GP(       ) 4 2
 AL7965  NGVD 29 (10/07/92)   25.1    (m)           82.     (f) GPS OBS        
 AL7965
 AL7965.Superseded values are not recommended for survey control.
 AL7965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7965.See file dsdata.txt to determine how the superseded data were derived.
 AL7965
 AL7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8664849896(NAD 83)
 AL7965_MARKER: I = METAL ROD
 AL7965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7965_SP_SET: ALUMINUM ALLOY ROD
 AL7965_STAMPING: A39-178 1991
 AL7965_MARK LOGO: FL-101
 AL7965_PROJECTION: FLUSH
 AL7965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7965+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7965_ROD/PIPE-DEPTH: 5.4  meters
 AL7965
 AL7965  HISTORY     - Date     Condition        Report By
 AL7965  HISTORY     - 1991     MONUMENTED       FL-101
 AL7965
 AL7965                          STATION DESCRIPTION
 AL7965
 AL7965'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7965'THE STATION IS LOCATED 9 MI (14.48 KM) NORTHEAST OF DADE CITY AND 4 MI
 AL7965'(6.44 KM) EAST-NORTHEAST OF LACOOCHEE.
 AL7965'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 575 AND U.S.
 AL7965'HIGHWAY 301 IN TRILACOOCHEE, GO NORTH ON STATE ROAD 575, 1.6 MI
 AL7965'(2.57 KM) TO THE STATION ON THE RIGHT.
 AL7965'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7965'WITH A PASCO COUNTY LOGO CAP STAMPED ---A39-178 1991--- THAT IS FLUSH
 AL7965'WITH THE GROUND AND THE STATION IS RECESSED 2-INCHES BELOW THE GROUND
 AL7965'. IT IS 41 FT (12.50 M) SOUTHEAST OF THE CENTER OF STATE ROAD 575 AND
 AL7965'SOUTH OF A GRAVEL DRIVE. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH
 AL7965'MARK ON THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-INCH
 AL7965'ACCESS COVER.
 AL7965'REFERENCES--
 AL7965'P.K. NAIL AND ---LB 731--- DISK SET IN THE SOUTH FACE OF A 13-INCH
 AL7965'PINE TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 71
 AL7965'DEGREES AT 64.99 FT (19.81 M).
 AL7965'P.K. NAIL AND ---LB 731--- DISK SET IN THE NORTH FACE OF A POWER POLE
 AL7965'NUMBER 499 AND 426034 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC
 AL7965'AZIMUTH OF 297 DEGREES AT 83.18 FT (25.35 M).
 AL7965'P.K. NAIL AND ---LB 731--- DISK SET IN THE WEST FACE OF A 14-INCH
 AL7965'MAGNOLIA TREE 2.5 FT (0.76 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH
 AL7965'OF 354 DEGREES AT 77.98 FT (23.77 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7966 ***********************************************************************
 AL7966  DESIGNATION -  A42 193
 AL7966  PID         -  AL7966
 AL7966  STATE/COUNTY-  FL/PASCO
 AL7966  USGS QUAD   -  CLAY SINK (1960)
 AL7966
 AL7966                         *CURRENT SURVEY CONTROL
 AL7966  ___________________________________________________________________
 AL7966* NAD 83(1999)-  28 28 22.11257(N)    082 06 53.24155(W)     ADJUSTED  
 AL7966* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 AL7966  ___________________________________________________________________
 AL7966  X           -     769,756.546 (meters)                     COMP
 AL7966  Y           -  -5,557,873.849 (meters)                     COMP
 AL7966  Z           -   3,022,665.919 (meters)                     COMP
 AL7966  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AL7966  ELLIP HEIGHT-          -4.70  (meters)          (07/06/01) GPS OBS
 AL7966  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AL7966
 AL7966  HORZ ORDER  -  FIRST
 AL7966  ELLP ORDER  -  FOURTH    CLASS II
 AL7966
 AL7966.The horizontal coordinates were established by GPS observations
 AL7966.and adjusted by the National Geodetic Survey in July 2001..
 AL7966
 AL7966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7966
 AL7966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7966
 AL7966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7966
 AL7966.The ellipsoidal height was determined by GPS observations
 AL7966.and is referenced to NAD 83.
 AL7966
 AL7966.The geoid height was determined by GEOID03.
 AL7966
 AL7966;                    North         East     Units Scale Factor Converg.
 AL7966;SPC FL W     -   458,609.520   188,759.431   MT  0.99994274   -0 03 17.0
 AL7966;SPC FL W     - 1,504,621.40    619,288.23   sFT  0.99994274   -0 03 17.0
 AL7966;UTM  17      - 3,150,085.839   390,869.460   MT  0.99974698   -0 31 53.5
 AL7966
 AL7966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7966!SPC FL W     -   1.00000074  x   0.99994274  =   0.99994348
 AL7966!UTM  17      -   1.00000074  x   0.99974698  =   0.99974772
 AL7966
 AL7966:                Primary Azimuth Mark                     Grid Az
 AL7966:SPC FL W     -  A42 194                                  178 56 17.2
 AL7966:UTM  17      -  A42 194                                  179 24 53.7
 AL7966
 AL7966|---------------------------------------------------------------------|
 AL7966| PID    Reference Object                     Distance      Geod. Az  |
 AL7966|                                                           dddmmss.s |
 AL7966| AL7967 A42 194                             424.250 METERS 1785300.2 |
 AL7966|---------------------------------------------------------------------|
 AL7966
 AL7966                          SUPERSEDED SURVEY CONTROL
 AL7966
 AL7966  NAD 83(1990)-  28 28 22.11157(N)    082 06 53.24132(W) AD(       ) 1
 AL7966  ELLIP H (10/07/92)   -4.68   (m)                       GP(       ) 4 2
 AL7966  NGVD 29 (10/07/92)   22.2    (m)           73.     (f) GPS OBS        
 AL7966
 AL7966.Superseded values are not recommended for survey control.
 AL7966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7966.See file dsdata.txt to determine how the superseded data were derived.
 AL7966
 AL7966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9086950086(NAD 83)
 AL7966_MARKER: I = METAL ROD
 AL7966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7966_SP_SET: ALUMINUM ALLOY ROD
 AL7966_STAMPING: A42-193 1991
 AL7966_MARK LOGO: FL-101
 AL7966_PROJECTION: FLUSH
 AL7966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7966+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7966_ROD/PIPE-DEPTH: 11.6 meters
 AL7966
 AL7966  HISTORY     - Date     Condition        Report By
 AL7966  HISTORY     - 1991     MONUMENTED       FL-101
 AL7966
 AL7966                          STATION DESCRIPTION
 AL7966
 AL7966'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7966'THE STATION IS LOCATED 9 MI (14.48 KM) NORTHEAST OF DADE CITY AND 4 MI
 AL7966'(6.44 KM) EAST-NORTHEAST OF LACOOCHEE.
 AL7966'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 575 AND U.S.
 AL7966'HIGHWAY 301 IN TRILACOOCHEE, GO NORTH ON STATE ROAD 575, 2.15 MI
 AL7966'(3.46 KM) TO CLAY SINK ROAD (LACOOCHEE GRADE) ON THE RIGHT, TURN
 AL7966'RIGHT AND GO EAST ON CLAY SINK ROAD, 2.55 MI (4.10 KM) TO ROCKY ROAD
 AL7966'ON THE LEFT, TURN LEFT AND GO NORTH THROUGH A CATTLE GATE, TURN LEFT
 AL7966'AND GO WEST THROUGH THREE GATES, 0.05 MI (0.08 KM) TO THE END OF A
 AL7966'FENCE ON THE RIGHT, TURN RIGHT AND GO NORTH, 0.2 MI (0.32 KM) TO A
 AL7966'TRAIL, TURN RIGHT AND GO EAST ON TRAIL, 0.1 MI (0.16 KM) TO THE
 AL7966'STATION.
 AL7966'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7966'WITH A PASCO COUNTY LOGO CAP STAMPED ---A42-193 1991--- THAT IS FLUSH
 AL7966'WITH THE GROUND AND THE STATION IS RECESSED 6-INCHES BELOW THE GROUND
 AL7966'. IT IS IN THE CENTER OF THE TRAIL. NOTE THE HORIZONTAL CONTROL POINT
 AL7966'IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A
 AL7966'5-INCH ACCESS COVER.
 AL7966'REFERENCES--
 AL7966'IRON ROD AND ---TRAV PT LB 731--- CAP SET 6-INCHES BELOW THE GROUND ON
 AL7966'A MAGNETIC AZIMUTH OF 40 DEGREES AT 29.08 FT (8.86 M).
 AL7966'IRON ROD AND ---TRAV PT LB 731--- CAP SET 6-INCHES BELOW THE GROUND ON
 AL7966'A MAGNETIC AZIMUTH OF 130 DEGREES AT 23.67 FT (7.21 M).
 AL7966'IRON ROD AND ---TRAV PT LB 731--- CAP SET 6-INCHES BELOW THE GROUND ON
 AL7966'A MAGNETIC AZIMUTH OF 280 DEGREES AT 30.42 FT (9.27 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7967 ***********************************************************************
 AL7967  DESIGNATION -  A42 194
 AL7967  PID         -  AL7967
 AL7967  STATE/COUNTY-  FL/PASCO
 AL7967  USGS QUAD   -  CLAY SINK (1960)
 AL7967
 AL7967                         *CURRENT SURVEY CONTROL
 AL7967  ___________________________________________________________________
 AL7967* NAD 83(1999)-  28 28 08.33425(N)    082 06 52.93764(W)     ADJUSTED  
 AL7967* NAVD 88     -        21.9    (meters)      72.     (feet)  VERTCON   
 AL7967  ___________________________________________________________________
 AL7967  X           -     769,792.462 (meters)                     COMP
 AL7967  Y           -  -5,558,072.913 (meters)                     COMP
 AL7967  Z           -   3,022,292.997 (meters)                     COMP
 AL7967  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AL7967  ELLIP HEIGHT-          -4.81  (meters)          (07/06/01) GPS OBS
 AL7967  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AL7967
 AL7967  HORZ ORDER  -  FIRST
 AL7967  ELLP ORDER  -  FOURTH    CLASS II
 AL7967
 AL7967.The horizontal coordinates were established by GPS observations
 AL7967.and adjusted by the National Geodetic Survey in July 2001..
 AL7967
 AL7967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7967
 AL7967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7967
 AL7967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7967
 AL7967.The ellipsoidal height was determined by GPS observations
 AL7967.and is referenced to NAD 83.
 AL7967
 AL7967.The geoid height was determined by GEOID03.
 AL7967
 AL7967;                    North         East     Units Scale Factor Converg.
 AL7967;SPC FL W     -   458,185.367   188,767.293   MT  0.99994273   -0 03 16.8
 AL7967;SPC FL W     - 1,503,229.82    619,314.03   sFT  0.99994273   -0 03 16.8
 AL7967;UTM  17      - 3,149,661.718   390,873.791   MT  0.99974697   -0 31 53.1
 AL7967
 AL7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7967!SPC FL W     -   1.00000076  x   0.99994273  =   0.99994349
 AL7967!UTM  17      -   1.00000076  x   0.99974697  =   0.99974773
 AL7967
 AL7967:                Primary Azimuth Mark                     Grid Az
 AL7967:SPC FL W     -  A42 193                                  358 56 17.2
 AL7967:UTM  17      -  A42 193                                  359 24 53.5
 AL7967
 AL7967|---------------------------------------------------------------------|
 AL7967| PID    Reference Object                     Distance      Geod. Az  |
 AL7967|                                                           dddmmss.s |
 AL7967| AL7966 A42 193                             424.250 METERS 3585300.4 |
 AL7967|---------------------------------------------------------------------|
 AL7967
 AL7967                          SUPERSEDED SURVEY CONTROL
 AL7967
 AL7967  NAD 83(1990)-  28 28 08.33325(N)    082 06 52.93740(W) AD(       ) 1
 AL7967  ELLIP H (10/07/92)   -4.79   (m)                       GP(       ) 4 2
 AL7967  NGVD 29 (10/07/92)   22.1    (m)           73.     (f) GPS OBS        
 AL7967
 AL7967.Superseded values are not recommended for survey control.
 AL7967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7967.See file dsdata.txt to determine how the superseded data were derived.
 AL7967
 AL7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9087449662(NAD 83)
 AL7967_MARKER: I = METAL ROD
 AL7967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7967_SP_SET: ALUMINUM ALLOY ROD
 AL7967_STAMPING: A42-194 1991
 AL7967_MARK LOGO: FL-101
 AL7967_PROJECTION: FLUSH
 AL7967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7967+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7967_ROD/PIPE-DEPTH: 4.3  meters
 AL7967
 AL7967  HISTORY     - Date     Condition        Report By
 AL7967  HISTORY     - 1991     MONUMENTED       FL-101
 AL7967
 AL7967                          STATION DESCRIPTION
 AL7967
 AL7967'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7967'THE STATION IS LOCATED 9 MI (14.48 KM) NORTHEAST OF DADE CITY AND 4 MI
 AL7967'(6.44 KM) EAST-NORTHEAST OF LACOOCHEE.
 AL7967'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 575 AND U.S.
 AL7967'HIGHWAY 301 IN TRILACOOCHEE, GO NORTH ON STATE ROAD 575, 2.15 MI
 AL7967'(3.46 KM) TO CLAY SINK ROAD (LACOOCHEE GRADE) ON THE RIGHT, TURN
 AL7967'RIGHT AND GO EAST ON CLAY SINK ROAD, 2.55 MI (4.10 KM) TO ROCKY ROAD
 AL7967'ON THE LEFT, TURN LEFT AND GO NORTH THROUGH A CATTLE GATE ON ROCKEY
 AL7967'ROAD, TURN RIGHT AND GO EAST ALONG A BARB WIRE FENCE 150 FT (45.72 M)
 AL7967'TO A BAYHEAD, TURN LEFT AND GO NORTH, 100 FT (30.48 M) TO THE STATION
 AL7967'.
 AL7967'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7967'WITH A PASCO COUNTY LOGO CAP STAMPED ---A42-194 1991--- THAT IS FLUSH
 AL7967'WITH THE GROUND AND THE STATION IS RECESSED 5-INCHES BELOW THE GROUND
 AL7967'. IT IS 87 FT (26.52 M) NORTH-NORTHEAST OF A BARB WIRE FENCE IN A
 AL7967'STAND OF PLANTED PINE TREES. NOTE THE HORIZONTAL CONTROL POINT IS A
 AL7967'PUNCH MARK ON THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A
 AL7967'5-INCH ACCESS COVER.
 AL7967'REFERENCES--
 AL7967'P.K. NAIL AND ---LB 731--- DISK SET IN THE SOUTH FACE OF A 7-INCH PINE
 AL7967'TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 106
 AL7967'DEGREES AT 135.59 FT (41.33 M).
 AL7967'P.K. NAIL AND ---LB 731--- DISK SET IN THE WEST FACE OF AN 8-INCH
 AL7967'CYPRESS TREE 2.5 FT (0.76 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH
 AL7967'OF 156 DEGREES AT 101.88 FT (31.05 M).
 AL7967'P.K. NAIL AND ---LB 731--- DISK SET IN THE SOUTHEAST FACE OF A TWIN
 AL7967'13-INCH OAK TREE 2.5 FT (0.76 M) ABOVE THE GROUND ON A MAGNETIC
 AL7967'AZIMUTH OF 266 DEGREES AT 124.14 FT (37.84 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7968 ***********************************************************************
 AL7968  DESIGNATION -  A45 205
 AL7968  PID         -  AL7968
 AL7968  STATE/COUNTY-  FL/PASCO
 AL7968  USGS QUAD   -  CLAY SINK (1960)
 AL7968
 AL7968                         *CURRENT SURVEY CONTROL
 AL7968  ___________________________________________________________________
 AL7968* NAD 83(1999)-  28 28 28.60035(N)    082 03 17.07130(W)     ADJUSTED  
 AL7968* NAVD 88     -        28.0    (meters)      92.     (feet)  VERTCON   
 AL7968  ___________________________________________________________________
 AL7968  X           -     775,568.464 (meters)                     COMP
 AL7968  Y           -  -5,556,974.964 (meters)                     COMP
 AL7968  Z           -   3,022,844.334 (meters)                     COMP
 AL7968  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AL7968  ELLIP HEIGHT-           1.27  (meters)          (07/06/01) GPS OBS
 AL7968  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AL7968
 AL7968  HORZ ORDER  -  FIRST
 AL7968  ELLP ORDER  -  FOURTH    CLASS II
 AL7968
 AL7968.The horizontal coordinates were established by GPS observations
 AL7968.and adjusted by the National Geodetic Survey in July 2001..
 AL7968
 AL7968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7968
 AL7968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7968
 AL7968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7968
 AL7968.The ellipsoidal height was determined by GPS observations
 AL7968.and is referenced to NAD 83.
 AL7968
 AL7968.The geoid height was determined by GEOID03.
 AL7968
 AL7968;                    North         East     Units Scale Factor Converg.
 AL7968;SPC FL W     -   458,805.089   194,639.563   MT  0.99994153   -0 01 34.0
 AL7968;SPC FL W     - 1,505,263.03    638,579.97   sFT  0.99994153   -0 01 34.0
 AL7968;UTM  17      - 3,150,232.439   396,749.822   MT  0.99973157   -0 30 10.5
 AL7968
 AL7968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7968!SPC FL W     -   0.99999980  x   0.99994153  =   0.99994133
 AL7968!UTM  17      -   0.99999980  x   0.99973157  =   0.99973137
 AL7968
 AL7968:                Primary Azimuth Mark                     Grid Az
 AL7968:SPC FL W     -  A45 206                                  180 28 22.5
 AL7968:UTM  17      -  A45 206                                  180 56 59.0
 AL7968
 AL7968|---------------------------------------------------------------------|
 AL7968| PID    Reference Object                     Distance      Geod. Az  |
 AL7968|                                                           dddmmss.s |
 AL7968| AL7969 A45 206                             APPROX. 0.9 KM 1802648.5 |
 AL7968|---------------------------------------------------------------------|
 AL7968
 AL7968                          SUPERSEDED SURVEY CONTROL
 AL7968
 AL7968  NAD 83(1990)-  28 28 28.59904(N)    082 03 17.07078(W) AD(       ) 1
 AL7968  ELLIP H (10/07/92)    1.31   (m)                       GP(       ) 4 2
 AL7968  NGVD 29 (10/07/92)   28.3    (m)           93.     (f) GPS OBS        
 AL7968
 AL7968.Superseded values are not recommended for survey control.
 AL7968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7968.See file dsdata.txt to determine how the superseded data were derived.
 AL7968
 AL7968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9675050232(NAD 83)
 AL7968_MARKER: I = METAL ROD
 AL7968_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7968_SP_SET: ALUMINUM ALLOY ROD
 AL7968_STAMPING: A45-205 1991
 AL7968_MARK LOGO: FL-101
 AL7968_PROJECTION: FLUSH
 AL7968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7968+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7968_ROD/PIPE-DEPTH: 5.1  meters
 AL7968
 AL7968  HISTORY     - Date     Condition        Report By
 AL7968  HISTORY     - 1991     MONUMENTED       FL-101
 AL7968
 AL7968                          STATION DESCRIPTION
 AL7968
 AL7968'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7968'THE STATION IS LOCATED 11 MI (17.70 KM) NORTHEAST OF DADE CITY AND 7
 AL7968'MI (11.27 KM) EAST OF LACOOCHEE, NEAR THE PASCO-SUMPTER COUNTY LINE.
 AL7968'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 471 AND U.S.
 AL7968'HIGHWAY 98 NORTHWEST OF LAKELAND, POLK COUNTY, FLORIDA, GO NORTH ON
 AL7968'STATE ROAD 471, 15.35 MI (24.70 KM) TO THE STATION ON THE LEFT.
 AL7968'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7968'WITH A PASCO COUNTY LOGO CAP STAMPED ---A45-205 1991--- THAT IS FLUSH
 AL7968'WITH THE GROUND AND THE STATION IS RECESSED 6-INCHES BELOW THE GROUND
 AL7968'. IT IS 15 FT (4.57 M) WEST OF THE CENTER OF STATE ROAD 471. NOTE THE
 AL7968'HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD
 AL7968'THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AL7968'REFERENCES--
 AL7968'P.K. NAIL AND ---LB 731--- DISK SET IN THE CENTER OF STATE ROAD 471 ON
 AL7968'A MAGNETIC AZIMUTH OF 90 DEGREES AT 15.29 FT (4.66 M).
 AL7968'P.K. NAIL AND ---LB 731--- DISK SET IN THE SOUTHEAST FACE OF A 6-INCH
 AL7968'PINE TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 212
 AL7968'DEGREES AT 64.20 FT (19.57 M).
 AL7968'P.K. NAIL AND ---LB 731--- DISK SET IN THE EAST FACE OF A 12-INCH
 AL7968'MAPLE TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH 341
 AL7968'DEGREES AT 84.06 FT (25.62 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7969 ***********************************************************************
 AL7969  DESIGNATION -  A45 206
 AL7969  PID         -  AL7969
 AL7969  STATE/COUNTY-  FL/PASCO
 AL7969  USGS QUAD   -  CLAY SINK (1960)
 AL7969
 AL7969                         *CURRENT SURVEY CONTROL
 AL7969  ___________________________________________________________________
 AL7969* NAD 83(1999)-  28 28 00.85615(N)    082 03 17.31615(W)     ADJUSTED  
 AL7969* NAVD 88     -        28.0    (meters)      92.     (feet)  VERTCON   
 AL7969  ___________________________________________________________________
 AL7969  X           -     775,618.145 (meters)                     COMP
 AL7969  Y           -  -5,557,379.115 (meters)                     COMP
 AL7969  Z           -   3,022,093.502 (meters)                     COMP
 AL7969  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AL7969  ELLIP HEIGHT-           1.24  (meters)          (07/06/01) GPS OBS
 AL7969  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AL7969
 AL7969  HORZ ORDER  -  FIRST
 AL7969  ELLP ORDER  -  FOURTH    CLASS II
 AL7969
 AL7969.The horizontal coordinates were established by GPS observations
 AL7969.and adjusted by the National Geodetic Survey in July 2001..
 AL7969
 AL7969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7969
 AL7969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7969
 AL7969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7969
 AL7969.The ellipsoidal height was determined by GPS observations
 AL7969.and is referenced to NAD 83.
 AL7969
 AL7969.The geoid height was determined by GEOID03.
 AL7969
 AL7969;                    North         East     Units Scale Factor Converg.
 AL7969;SPC FL W     -   457,951.029   194,632.513   MT  0.99994153   -0 01 34.1
 AL7969;SPC FL W     - 1,502,461.00    638,556.84   sFT  0.99994153   -0 01 34.1
 AL7969;UTM  17      - 3,149,378.646   396,735.670   MT  0.99973160   -0 30 10.2
 AL7969
 AL7969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7969!SPC FL W     -   0.99999981  x   0.99994153  =   0.99994134
 AL7969!UTM  17      -   0.99999981  x   0.99973160  =   0.99973141
 AL7969
 AL7969:                Primary Azimuth Mark                     Grid Az
 AL7969:SPC FL W     -  A45 205                                  000 28 22.5
 AL7969:UTM  17      -  A45 205                                  000 56 58.6
 AL7969
 AL7969|---------------------------------------------------------------------|
 AL7969| PID    Reference Object                     Distance      Geod. Az  |
 AL7969|                                                           dddmmss.s |
 AL7969| AL7968 A45 205                             APPROX. 0.9 KM 0002648.4 |
 AL7969|---------------------------------------------------------------------|
 AL7969
 AL7969                          SUPERSEDED SURVEY CONTROL
 AL7969
 AL7969  NAD 83(1990)-  28 28 00.85483(N)    082 03 17.31562(W) AD(       ) 1
 AL7969  ELLIP H (10/07/92)    1.27   (m)                       GP(       ) 4 2
 AL7969  NGVD 29 (10/07/92)   28.2    (m)           93.     (f) GPS OBS        
 AL7969
 AL7969.Superseded values are not recommended for survey control.
 AL7969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7969.See file dsdata.txt to determine how the superseded data were derived.
 AL7969
 AL7969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9673649379(NAD 83)
 AL7969_MARKER: I = METAL ROD
 AL7969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7969_SP_SET: ALUMINUM ALLOY ROD
 AL7969_STAMPING: A45-206 1991
 AL7969_MARK LOGO: FL-101
 AL7969_PROJECTION: FLUSH
 AL7969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7969+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7969_ROD/PIPE-DEPTH: 9.1  meters
 AL7969
 AL7969  HISTORY     - Date     Condition        Report By
 AL7969  HISTORY     - 1991     MONUMENTED       FL-101
 AL7969
 AL7969                          STATION DESCRIPTION
 AL7969
 AL7969'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7969'THE STATION IS LOCATED 11 MI (17.70 KM) NORTHEAST OF DADE CITY AND 7
 AL7969'MI (11.27 KM) EAST OF LACOOCHEE, NEAR THE PASCO-SUMPTER COUNTY LINE.
 AL7969'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 471 AND U.S.
 AL7969'HIGHWAY 98 NORTHWEST OF LAKELAND, POLK COUNTY, FLORIDA, GO NORTH ON
 AL7969'STATE ROAD 471, 14.8 MI (23.82 KM) TO THE STATION ON THE LEFT.
 AL7969'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7969'WITH A PASCO COUNTY LOGO CAP STAMPED ---A45-206 1991--- THAT IS FLUSH
 AL7969'WITH THE GROUND AND THE STATION IS RECESSED 6-INCHES BELOW THE GROUND
 AL7969'. IT IS 17 FT (5.18 M) WEST OF THE CENTER OF STATE ROAD 471. NOTE THE
 AL7969'HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD
 AL7969'THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AL7969'REFERENCES--
 AL7969'P.K. NAIL AND ---LB 731--- DISK SET IN THE CENTER OF STATE ROAD 471 ON
 AL7969'A MAGNETIC AZIMUTH OF 90 DEGREES AT 17.03 FT (5.19 M).
 AL7969'60 PENNY NAIL AND ---LB 731--- DISK SET IN THE SOUTHEAST FACE OF A
 AL7969'6-INCH PINE TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH
 AL7969'OF 2O2 DEGREES AT 91.26 FT (27.82 M).
 AL7969'60 PENNY NAIL AND ---LB 731--- DISK SET IN THE EAST FACE OF A 6-INCH
 AL7969'PINE TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH 330
 AL7969'DEGREES AT 57.51 FT (17.53 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3127 ***********************************************************************
 AF3127  DESIGNATION -  AA
 AF3127  PID         -  AF3127
 AF3127  STATE/COUNTY-  FL/MARTIN
 AF3127  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3127
 AF3127                         *CURRENT SURVEY CONTROL
 AF3127  ___________________________________________________________________
 AF3127* NAD 83(1986)-  27 10 46.     (N)    080 11 15.     (W)     SCALED    
 AF3127* NAVD 88     -         0.520  (meters)       1.71   (feet)  ADJUSTED  
 AF3127  ___________________________________________________________________
 AF3127  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF3127  DYNAMIC HT  -           0.519 (meters)       1.70  (feet)  COMP
 AF3127  MODELED GRAV-     979,112.0   (mgal)                       NAVD 88
 AF3127
 AF3127  VERT ORDER  -  FIRST     CLASS I
 AF3127
 AF3127.The horizontal coordinates were scaled from a topographic map and have
 AF3127.an estimated accuracy of +/- 6 seconds.
 AF3127
 AF3127.The orthometric height was determined by differential leveling
 AF3127.and adjusted by the National Geodetic Survey in June 1991..
 AF3127
 AF3127.The geoid height was determined by GEOID03.
 AF3127
 AF3127.The dynamic height is computed by dividing the NAVD 88
 AF3127.geopotential number by the normal gravity value computed on the
 AF3127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3127.degrees latitude (g = 980.6199 gals.).
 AF3127
 AF3127.The modeled gravity was interpolated from observed gravity values.
 AF3127
 AF3127;                    North         East    Units  Estimated Accuracy
 AF3127;SPC FL E     -   315,550.      280,510.      MT  (+/- 180 meters Scaled)
 AF3127
 AF3127                          SUPERSEDED SURVEY CONTROL
 AF3127
 AF3127  NGVD 29 (??/??/92)    0.964  (m)            3.16   (f) ADJ UNCH    1 1
 AF3127
 AF3127.Superseded values are not recommended for survey control.
 AF3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3127.See file dsdata.txt to determine how the superseded data were derived.
 AF3127
 AF3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL804065(NAD 83)
 AF3127_MARKER: N = NAIL
 AF3127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3127_SP_SET: PINE TREE
 AF3127_STAMPING: AA
 AF3127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3127
 AF3127  HISTORY     - Date     Condition        Report By
 AF3127  HISTORY     - UNK      MONUMENTED       CGS
 AF3127  HISTORY     - 1965     GOOD             NGS
 AF3127  HISTORY     - 1970     MARK NOT FOUND   NGS
 AF3127
 AF3127                          STATION DESCRIPTION
 AF3127
 AF3127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3127'5.1 MI SE FROM STUART.
 AF3127'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3127'COURTHOUSE AT STUART, THENCE 1.8 MILES SOUTH ALONG SEWALLS
 AF3127'POINT ROAD, NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING WEST,
 AF3127'NEAR MAIN ENTRANCE TO THE WHITE FENCE ACRES, 69 FEET NORTHEAST
 AF3127'OF THE CENTER OF THE JUNCTION, 16 FEET EAST OF THE CENTER LINE
 AF3127'OF SEWALLS POINT ROAD, SET IN A NOTCH CUT IN THE NORTHEAST SIDE
 AF3127'OF A 14-INCH PINE TREE AND ABOUT LEVEL WITH THE ROAD.
 AF3127
 AF3127                          STATION RECOVERY (1970)
 AF3127
 AF3127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AF3127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0515 ***********************************************************************
 AL0515  DESIGNATION -  AA
 AL0515  PID         -  AL0515
 AL0515  STATE/COUNTY-  FL/PASCO
 AL0515  USGS QUAD   -  LUTZ (1987)
 AL0515
 AL0515                         *CURRENT SURVEY CONTROL
 AL0515  ___________________________________________________________________
 AL0515* NAD 83(1990)-  28 12 44.86429(N)    082 27 47.31262(W)     ADJUSTED  
 AL0515* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AL0515  ___________________________________________________________________
 AL0515  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AL0515  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AL0515
 AL0515  HORZ ORDER  -  THIRD
 AL0515
 AL0515.The horizontal coordinates were established by classical geodetic methods
 AL0515.and adjusted by the National Geodetic Survey in May 1991..
 AL0515
 AL0515.The orthometric height was scaled from a topographic map.
 AL0515
 AL0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0515
 AL0515.The geoid height was determined by GEOID03.
 AL0515
 AL0515;                    North         East     Units Scale Factor Converg.
 AL0515;SPC FL W     -   429,839.788   154,536.511   MT  0.99996668   -0 13 08.2
 AL0515;SPC FL W     - 1,410,232.70    507,008.54   sFT  0.99996668   -0 13 08.2
 AL0515;UTM  17      - 3,121,605.094   356,414.604   MT  0.99985446   -0 41 30.5
 AL0515
 AL0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0515!SPC FL W     -   1.00000044  x   0.99996668  =   0.99996712
 AL0515!UTM  17      -   1.00000044  x   0.99985446  =   0.99985490
 AL0515
 AL0515|---------------------------------------------------------------------|
 AL0515| PID    Reference Object                     Distance      Geod. Az  |
 AL0515|                                                           dddmmss.s |
 AL0515| CW6691 AA RM 2                              48.033 METERS 15251     |
 AL0515| CW6690 AA RM 1                              20.219 METERS 15251     |
 AL0515| AL0541 Z 1943                              411.471 METERS 1663137.8 |
 AL0515|---------------------------------------------------------------------|
 AL0515
 AL0515                          SUPERSEDED SURVEY CONTROL
 AL0515
 AL0515  NAD 83(1986)-  28 12 44.87220(N)    082 27 47.32059(W) AD(       ) 3
 AL0515  NAD 27      -  28 12 43.86100(N)    082 27 47.99900(W) AD(       ) 3
 AL0515
 AL0515.Superseded values are not recommended for survey control.
 AL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0515.See file dsdata.txt to determine how the superseded data were derived.
 AL0515
 AL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5641521605(NAD 83)
 AL0515_MARKER: DE = TRAVERSE STATION DISK
 AL0515_SETTING: 0 = UNSPECIFIED SETTING
 AL0515
 AL0515  HISTORY     - Date     Condition        Report By
 AL0515  HISTORY     - 1943     MONUMENTED       CGS
 AL0515  HISTORY     - 1972     MARK NOT FOUND   USGS
 AL0515
 AL0515                          STATION DESCRIPTION
 AL0515
 AL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 AL0515'THE STATION IS LOCATED ABOUT MIDWAY ON THE ONLY CURVE ON THE
 AL0515'RAILROAD BETWEEN DENHAM, FLORIDA, AND DREXEL, 45.3 FEET NE OF
 AL0515'THE N TRACK AND NEAR THE FENCE LINE.  THE STATION IS A STANDARD
 AL0515'TRAVERSE DISK STAMPED AA 1943, SET IN A CONCRETE POST ABOUT 3
 AL0515'INCHES ABOVE THE GROUND.
 AL0515'
 AL0515'THE REFERENCE IS A STANDARD DISK STAMPED R.M. 1 AA 1943, SET
 AL0515'UNDER THE FENCE LINE.  THE DISTANCE FROM REFERENCE MARK TO AA IS
 AL0515'20.218 METERS.
 AL0515
 AL0515                          STATION RECOVERY (1972)
 AL0515
 AL0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AL0515'STATION NOT FOUND.  HEAVY CONSTRUCTION IN AREA.
 AL0515'
 AL0515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AL0515'MIDWAY BETWEEN DENHAM AND DREXEL ALONG RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0095 ***********************************************************************
 BC0095  DESIGNATION -  AA 14 RESET
 BC0095  PID         -  BC0095
 BC0095  STATE/COUNTY-  FL/NASSAU
 BC0095  USGS QUAD   -  CALLAHAN (1992)
 BC0095
 BC0095                         *CURRENT SURVEY CONTROL
 BC0095  ___________________________________________________________________
 BC0095* NAD 83(1986)-  30 33 35.     (N)    081 50 10.     (W)     SCALED    
 BC0095* NAVD 88     -         6.03   (meters)      19.8    (feet)  RESET     
 BC0095  ___________________________________________________________________
 BC0095  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BC0095
 BC0095  VERT ORDER  -  THIRD
 BC0095
 BC0095.The horizontal coordinates were scaled from a topographic map and have
 BC0095.an estimated accuracy of +/- 6 seconds.
 BC0095
 BC0095.The orthometric height was computed from unverified reset data.
 BC0095
 BC0095.The geoid height was determined by GEOID03.
 BC0095
 BC0095;                    North         East    Units  Estimated Accuracy
 BC0095;SPC FL E     -   690,210.      119,790.      MT  (+/- 180 meters Scaled)
 BC0095
 BC0095                          SUPERSEDED SURVEY CONTROL
 BC0095
 BC0095  NGVD 29 (??/??/??)    6.33   (m)           20.8    (f) RESET       3  
 BC0095
 BC0095.Superseded values are not recommended for survey control.
 BC0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0095.See file dsdata.txt to determine how the superseded data were derived.
 BC0095
 BC0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP198811(NAD 83)
 BC0095_MARKER: DS = TRIANGULATION STATION DISK
 BC0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0095_STAMPING: AA 14 F.G.S. RESET 1966
 BC0095_MARK LOGO: CGS   
 BC0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0095+STABILITY: SURFACE MOTION
 BC0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0095+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 BC0095
 BC0095  HISTORY     - Date     Condition        Report By
 BC0095  HISTORY     - 1966     MONUMENTED       CGS
 BC0095  HISTORY     - 19941102 GOOD             FLDT
 BC0095
 BC0095                          STATION DESCRIPTION
 BC0095
 BC0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BC0095'0.5 MI W FROM CALLAHAN.
 BC0095'ABOUT 0.5 MILE AIR LINE W OF CENTER OF TOWN OF CALLAHAN, OR ABOUT
 BC0095'0.4 MILE SW ALONG BRANDIES AVENUE OR THE SEABOARD AIR LINE R.R.
 BC0095'FROM THEIR INTERSECTION WITH KINGS ROAD OR NOS. 23 AND 301 U.S.
 BC0095'HWYS. (THE MAIN NORTHWEST-SOUTHEASTERLY STREET IN TOWN), AT THE
 BC0095'CROSSING OF THE SAID AND ATLANTIC COAST LINE (DOUBLE-TRACKED)
 BC0095'R.R.S, 299 FEET SW OF THE MOST SOUTHERLY OF THE INTERSECTION OF
 BC0095'THE RAILS OF THE CROSSING, 187 FEET SW OF THE NO. D 172 1956
 BC0095'COAST SURVEY BENCH MARK, 176 FEET W OF W RAIL OF THE A.C.L.
 BC0095'DOUBLE TRACKS, 63.5 FEET E OF THE CENTER OF 3- BY 3- BY 2-FOOT
 BC0095'(HIGH) CONCRETE PEDESTAL OF NO. M-6192 R.R. TRAFFIC SIGNAL LIGHT
 BC0095'ON SE SIDE OF TRACK, 62.2 FEET SSW OF MOST SOUTHERLY CORNER OF
 BC0095'12- BY 24-FOOT CONCRETE BLOCK R.R. TOOL HOUSE, 28 FEET SE OF
 BC0095'PROJECTED PLANE OF SE WALL OF SAME, 51.5 FEET SE OF SE RAIL OF
 BC0095'THE S.A.L. R.R., 2.8 FEET LOWER THAN TOP OF SAME, 2.5 FEET NE
 BC0095'OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND, STANDARD
 BC0095'COAST SURVEY TRIANGULATION STATION DISK IN LB AND 7A MARKS ARE
 BC0095'BOTH STAMPED AA 14 F.G.S. RESET 1966.  USE WITH CAUTION.
 BC0095
 BC0095                          STATION RECOVERY (1994)
 BC0095
 BC0095'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 BC0095'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0098 ***********************************************************************
 BC0098  DESIGNATION -  AA 15 RESET
 BC0098  PID         -  BC0098
 BC0098  STATE/COUNTY-  FL/NASSAU
 BC0098  USGS QUAD   -  CALLAHAN (1992)
 BC0098
 BC0098                         *CURRENT SURVEY CONTROL
 BC0098  ___________________________________________________________________
 BC0098* NAD 83(1986)-  30 32 56.     (N)    081 50 47.     (W)     SCALED    
 BC0098* NAVD 88     -         6.26   (+/-2cm)      20.5    (feet)  VERTCON   
 BC0098  ___________________________________________________________________
 BC0098  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC0098
 BC0098  VERT ORDER  -  ? (See Below)
 BC0098
 BC0098.The horizontal coordinates were scaled from a topographic map and have
 BC0098.an estimated accuracy of +/- 6 seconds.
 BC0098
 BC0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BC0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BC0098.The vertical order pertains to the NGVD 29 superseded value.
 BC0098
 BC0098.The geoid height was determined by GEOID03.
 BC0098
 BC0098;                    North         East    Units  Estimated Accuracy
 BC0098;SPC FL E     -   689,020.      118,790.      MT  (+/- 180 meters Scaled)
 BC0098
 BC0098                          SUPERSEDED SURVEY CONTROL
 BC0098
 BC0098  NGVD 29 (??/??/92)    6.570  (m)           21.56   (f) ADJ UNCH    ?  
 BC0098
 BC0098.Superseded values are not recommended for survey control.
 BC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0098.See file dsdata.txt to determine how the superseded data were derived.
 BC0098
 BC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP188799(NAD 83)
 BC0098_MARKER: DB = BENCH MARK DISK
 BC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0098_STAMPING: AA 15
 BC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0098+STABILITY: SURFACE MOTION
 BC0098
 BC0098  HISTORY     - Date     Condition        Report By
 BC0098  HISTORY     - UNK      MONUMENTED       CGS
 BC0098  HISTORY     - 1967     GOOD             NGS
 BC0098
 BC0098                          STATION DESCRIPTION
 BC0098
 BC0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BC0098'1.4 MI SW FROM CALLAHAN.
 BC0098'1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM ITS JUNCTION
 BC0098'WITH U.S. HIGHWAY 23 AT CALLAHAN, 0.5 MILE SOUTHWEST OF THE
 BC0098'OVERPASS OVER THE ATLANTIC COAST LINE RAILROAD, AT THE JUNCTION
 BC0098'WITH A DIRT TRACK ROAD LEADING NORTHWEST ACROSS THE SEABOARD
 BC0098'AIR LINE RAILROAD, 109 YARDS NORTHWEST OF THE CENTER LINE OF THE
 BC0098'HIGHWAY, 174 YARDS SOUTHWEST OF THE CENTER OF A TRACK ROAD
 BC0098'CROSSING, 155 YARDS SOUTHWEST OF A SMALL FRAME HOUSE, 104
 BC0098'YARDS SOUTHWEST OF RAILROAD MILEPOST 19, 99 FEET WEST OF A
 BC0098'SIGNPOST CALLAHAN, 47 FEET NORTHWEST OF THE NORTHWEST RAIL,
 BC0098'4 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BC0098'ABOUT 0.2 FOOT LOWER THAN THE ORIGINAL MARK AND AT APPROXIMATELY
 BC0098'THE SAME POSITION AS THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0545 ***********************************************************************
 BE0545  DESIGNATION -  AA 164 USGS
 BE0545  PID         -  BE0545
 BE0545  STATE/COUNTY-  FL/LEON
 BE0545  USGS QUAD   -  HAVANA SOUTH (1994)
 BE0545
 BE0545                         *CURRENT SURVEY CONTROL
 BE0545  ___________________________________________________________________
 BE0545* NAD 83(1986)-  30 33 17.     (N)    084 23 04.     (W)     SCALED    
 BE0545* NAVD 88     -        28.056  (meters)      92.05   (feet)  ADJUSTED  
 BE0545  ___________________________________________________________________
 BE0545  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE0545  DYNAMIC HT  -          28.019 (meters)      91.93  (feet)  COMP
 BE0545  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 BE0545
 BE0545  VERT ORDER  -  FIRST     CLASS II
 BE0545
 BE0545.The horizontal coordinates were scaled from a topographic map and have
 BE0545.an estimated accuracy of +/- 6 seconds.
 BE0545
 BE0545.The orthometric height was determined by differential leveling
 BE0545.and adjusted by the National Geodetic Survey in June 1991..
 BE0545
 BE0545.The geoid height was determined by GEOID03.
 BE0545
 BE0545.The dynamic height is computed by dividing the NAVD 88
 BE0545.geopotential number by the normal gravity value computed on the
 BE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0545.degrees latitude (g = 980.6199 gals.).
 BE0545
 BE0545.The modeled gravity was interpolated from observed gravity values.
 BE0545
 BE0545;                    North         East    Units  Estimated Accuracy
 BE0545;SPC FL N     -   172,350.      611,090.      MT  (+/- 180 meters Scaled)
 BE0545
 BE0545                          SUPERSEDED SURVEY CONTROL
 BE0545
 BE0545  NGVD 29 (??/??/92)   28.234  (m)           92.63   (f) ADJ UNCH    1 2
 BE0545
 BE0545.Superseded values are not recommended for survey control.
 BE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0545.See file dsdata.txt to determine how the superseded data were derived.
 BE0545
 BE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU508831(NAD 83)
 BE0545_MARKER: DD = SURVEY DISK
 BE0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE0545_SP_SET: BRIDGE
 BE0545_STAMPING: AA 164 1957
 BE0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0545
 BE0545  HISTORY     - Date     Condition        Report By
 BE0545  HISTORY     - UNK      MONUMENTED       USGS
 BE0545  HISTORY     - 1958     GOOD             NGS
 BE0545  HISTORY     - 1963     GOOD             NGS
 BE0545
 BE0545                          STATION DESCRIPTION
 BE0545
 BE0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0545'6.3 MI SE FROM HAVANA.
 BE0545'ABOUT 4.85 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BE0545'FROM THE STATION AT HAVANA, THENCE 0.4 MILES NORTHEAST ALONG
 BE0545'COUNTY ROAD S 270, THENCE 1.05 MILES SOUTHEAST ALONG U.S. 27,
 BE0545'SET IN THE TOP OF SOUTH CORNER OF BRIDGE SEAT OF SOUTHEAST
 BE0545'CONCRETE ABUTMENT OF CONCRETE BRIDGE ACROSS OCHLOCKONEE RIVER,
 BE0545'19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3
 BE0545'FEET BELOW THE BRIDGE DECKING, *A USGS GAGING STATION DISK FOUND
 BE0545'UNSTAMPED, IT WAS STAMPED WITH C AND GS DESIGNATIONS.  NOTE-- THE
 BE0545'BRIDGE IS NOW THE EAST ONE OF TWO, SERVING NORTHBOUND TRAFFIC.
 BE0545
 BE0545                          STATION RECOVERY (1963)
 BE0545
 BE0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BE0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1251 ***********************************************************************
 BG1251  DESIGNATION -  AA 26
 BG1251  PID         -  BG1251
 BG1251  STATE/COUNTY-  FL/WALTON
 BG1251  USGS QUAD   -  PAXTON (1993)
 BG1251
 BG1251                         *CURRENT SURVEY CONTROL
 BG1251  ___________________________________________________________________
 BG1251* NAD 83(1986)-  30 59 29.     (N)    086 21 09.     (W)     SCALED    
 BG1251* NAVD 88     -        81.446  (meters)     267.21   (feet)  ADJUSTED  
 BG1251  ___________________________________________________________________
 BG1251  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BG1251  DYNAMIC HT  -          81.344 (meters)     266.88  (feet)  COMP
 BG1251  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 BG1251
 BG1251  VERT ORDER  -  FIRST     CLASS I
 BG1251
 BG1251.The horizontal coordinates were scaled from a topographic map and have
 BG1251.an estimated accuracy of +/- 6 seconds.
 BG1251
 BG1251.The orthometric height was determined by differential leveling
 BG1251.and adjusted by the National Geodetic Survey in June 1991..
 BG1251
 BG1251.The geoid height was determined by GEOID03.
 BG1251
 BG1251.The dynamic height is computed by dividing the NAVD 88
 BG1251.geopotential number by the normal gravity value computed on the
 BG1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1251.degrees latitude (g = 980.6199 gals.).
 BG1251
 BG1251.The modeled gravity was interpolated from observed gravity values.
 BG1251
 BG1251;                    North         East    Units  Estimated Accuracy
 BG1251;SPC FL N     -   222,190.      423,060.      MT  (+/- 180 meters Scaled)
 BG1251
 BG1251                          SUPERSEDED SURVEY CONTROL
 BG1251
 BG1251  NGVD 29 (??/??/92)   81.485  (m)          267.34   (f) ADJ UNCH    1 1
 BG1251
 BG1251.Superseded values are not recommended for survey control.
 BG1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1251.See file dsdata.txt to determine how the superseded data were derived.
 BG1251
 BG1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV618288(NAD 83)
 BG1251_MARKER: DB = BENCH MARK DISK
 BG1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1251_STAMPING: 267.339 AA 26 1934
 BG1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1251+STABILITY: SURFACE MOTION
 BG1251
 BG1251  HISTORY     - Date     Condition        Report By
 BG1251  HISTORY     - 1934     MONUMENTED       CGS
 BG1251  HISTORY     - 1968     GOOD             NGS
 BG1251  HISTORY     - 19960904 MARK NOT FOUND   USPSQD
 BG1251
 BG1251                          STATION DESCRIPTION
 BG1251
 BG1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG1251'1.9 MI SW FROM FLORALA.
 BG1251'ABOUT 1.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 BG1251'RAILROAD FROM THE STATION AT FLORALA, COVINGTON COUNTY, ALABAMA,
 BG1251'ABOUT 4 1/4 RAILS WEST OF MILEPOST 619, 91 1/2 FEET SOUTHWEST
 BG1251'OF THE CENTER OF THE CROSSING OF A NARROW DIRT ROAD, 42.8 FEET
 BG1251'SOUTH OF THE SOUTH RAIL, 83 1/2 FEET WEST OF THE CENTER LINE
 BG1251'OF THE ROAD, 3 1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, IN
 BG1251'SECTION 28, R 21 W, T 6 N, 1.5 FEET WEST OF A METAL WITNESS
 BG1251'POST, 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BG1251'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG1251
 BG1251                          STATION RECOVERY (1996)
 BG1251
 BG1251'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0411 ***********************************************************************
 AS0411  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0411  DESIGNATION -  AA 3
 AS0411  PID         -  AS0411
 AS0411  STATE/COUNTY-  FL/FRANKLIN
 AS0411  USGS QUAD   -  NEW INLET (1981)
 AS0411
 AS0411                         *CURRENT SURVEY CONTROL
 AS0411  ___________________________________________________________________
 AS0411* NAD 83(1986)-  29 36 52.     (N)    084 57 28.     (W)     SCALED    
 AS0411* NAVD 88     -         3.100  (meters)      10.17   (feet)  ADJUSTED  
 AS0411  ___________________________________________________________________
 AS0411  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0411  DYNAMIC HT  -           3.096 (meters)      10.16  (feet)  COMP
 AS0411  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 AS0411
 AS0411  VERT ORDER  -  SECOND    CLASS I
 AS0411
 AS0411.The horizontal coordinates were scaled from a topographic map and have
 AS0411.an estimated accuracy of +/- 6 seconds.
 AS0411
 AS0411.The orthometric height was determined by differential leveling
 AS0411.and adjusted by the National Geodetic Survey in June 1991..
 AS0411
 AS0411.This Tidal Bench Mark is designated as VM 16521
 AS0411.by the Center for Operational Oceanographic Products and Services.
 AS0411
 AS0411.The geoid height was determined by GEOID03.
 AS0411
 AS0411.The dynamic height is computed by dividing the NAVD 88
 AS0411.geopotential number by the normal gravity value computed on the
 AS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0411.degrees latitude (g = 980.6199 gals.).
 AS0411
 AS0411.The modeled gravity was interpolated from observed gravity values.
 AS0411
 AS0411;                    North         East    Units  Estimated Accuracy
 AS0411;SPC FL N     -    68,200.      555,660.      MT  (+/- 180 meters Scaled)
 AS0411
 AS0411                          SUPERSEDED SURVEY CONTROL
 AS0411
 AS0411.No superseded survey control is available for this station.
 AS0411
 AS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT977778(NAD 83)
 AS0411_MARKER: DJ = TIDAL STATION DISK
 AS0411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0411_SP_SET: COPPER-CLAD STEEL ROD
 AS0411_STAMPING: 290844 AA 3 1975
 AS0411_MARK LOGO: FLDNR 
 AS0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0411
 AS0411  HISTORY     - Date     Condition        Report By
 AS0411  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0411  HISTORY     - 1977     GOOD             NGS
 AS0411  HISTORY     - 1984     GOOD             FLDNR
 AS0411  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 AS0411
 AS0411                          STATION DESCRIPTION
 AS0411
 AS0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0411'7.8 MI WEST FROM ST GEORGE ISLAND.
 AS0411'2.2 MILES WEST ALONG A PRIVATE ROAD AND GORRIE DRIVE FROM THE SOUTH
 AS0411'END OF FRANKLIN BOULEVARD ON ST. GEORGE ISLAND, THENCE 5.4 MILES WEST
 AS0411'ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG THE BANK OF SIKES CUT,
 AS0411'284 FEET EAST OF THE NORTH END OF THE BULWARK, AND 26 FEET NORTHWEST
 AS0411'OF A TRACK ROAD LEADING EAST. SET TO REFUSAL AT AN UNKNOWN DEPTH.
 AS0411
 AS0411                          STATION RECOVERY (1984)
 AS0411
 AS0411'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AS0411'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS
 AS0411'BURIED 2 FEET BELOW THE GROUND.
 AS0411
 AS0411                          STATION RECOVERY (1998)
 AS0411
 AS0411'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0412 ***********************************************************************
 AS0412  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0412  DESIGNATION -  AA 4
 AS0412  PID         -  AS0412
 AS0412  STATE/COUNTY-  FL/FRANKLIN
 AS0412  USGS QUAD   -  NEW INLET (1981)
 AS0412
 AS0412                         *CURRENT SURVEY CONTROL
 AS0412  ___________________________________________________________________
 AS0412* NAD 83(1986)-  29 36 55.     (N)    084 57 25.     (W)     SCALED    
 AS0412* NAVD 88     -         3.786  (meters)      12.42   (feet)  ADJUSTED  
 AS0412  ___________________________________________________________________
 AS0412  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0412  DYNAMIC HT  -           3.781 (meters)      12.40  (feet)  COMP
 AS0412  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AS0412
 AS0412  VERT ORDER  -  SECOND    CLASS I
 AS0412
 AS0412.The horizontal coordinates were scaled from a topographic map and have
 AS0412.an estimated accuracy of +/- 6 seconds.
 AS0412
 AS0412.The orthometric height was determined by differential leveling
 AS0412.and adjusted by the National Geodetic Survey in June 1991..
 AS0412
 AS0412.This Tidal Bench Mark is designated as VM 16522
 AS0412.by the Center for Operational Oceanographic Products and Services.
 AS0412
 AS0412.The geoid height was determined by GEOID03.
 AS0412
 AS0412.The dynamic height is computed by dividing the NAVD 88
 AS0412.geopotential number by the normal gravity value computed on the
 AS0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0412.degrees latitude (g = 980.6199 gals.).
 AS0412
 AS0412.The modeled gravity was interpolated from observed gravity values.
 AS0412
 AS0412;                    North         East    Units  Estimated Accuracy
 AS0412;SPC FL N     -    68,290.      555,740.      MT  (+/- 180 meters Scaled)
 AS0412
 AS0412                          SUPERSEDED SURVEY CONTROL
 AS0412
 AS0412.No superseded survey control is available for this station.
 AS0412
 AS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT978779(NAD 83)
 AS0412_MARKER: DJ = TIDAL STATION DISK
 AS0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0412_SP_SET: COPPER-CLAD STEEL ROD
 AS0412_STAMPING: 290844 AA 4 1975
 AS0412_MARK LOGO: FLDNR 
 AS0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0412
 AS0412  HISTORY     - Date     Condition        Report By
 AS0412  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0412  HISTORY     - 1977     GOOD             NGS
 AS0412  HISTORY     - 1984     GOOD             FLDNR
 AS0412  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 AS0412
 AS0412                          STATION DESCRIPTION
 AS0412
 AS0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0412'7.9 MI WEST FROM ST GEORGE ISLAND.
 AS0412'2.2 MILES WEST ALONG A PRIVATE ROAD AND GORRIE DRIVE FROM THE SOUTH
 AS0412'END OF FRANKLIN BOULEVARD ON ST . GEORGE ISLAND, THENCE 5.4 MILES
 AS0412'WEST ALONG A DIRT ROAD, THENCE 0.2 MILES SOUTH ALONG THE BANK OF SIKES
 AS0412'CUT, THENCE 0.1 MILE EAST ALONG A SAND ROAD, 19 FEET SOUTHEAST OF THE
 AS0412'CENTER LINE OF THE ROAD, AND 11 FEET SOUTHEAST OF THE CENTER LINE
 AS0412'OF A SAND ROAD. DRIVEN TO REFUSAL AT AN UNKNOWN DEPTH.
 AS0412
 AS0412                          STATION RECOVERY (1984)
 AS0412
 AS0412'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AS0412'RECOVERED IN GOOD CONDITION.
 AS0412
 AS0412                          STATION RECOVERY (1998)
 AS0412
 AS0412'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH2021 ***********************************************************************
 AH2021  DESIGNATION -  AA 4
 AH2021  PID         -  AH2021
 AH2021  STATE/COUNTY-  FL/COLLIER
 AH2021  USGS QUAD   -  LITTLE MARSH (1974)
 AH2021
 AH2021                         *CURRENT SURVEY CONTROL
 AH2021  ___________________________________________________________________
 AH2021* NAD 83(1986)-  26 10 03.     (N)    081 11 33.     (W)     SCALED    
 AH2021* NAVD 88     -         4.007  (meters)      13.15   (feet)  ADJUSTED  
 AH2021  ___________________________________________________________________
 AH2021  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AH2021  DYNAMIC HT  -           4.000 (meters)      13.12  (feet)  COMP
 AH2021  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 AH2021
 AH2021  VERT ORDER  -  SECOND    CLASS II
 AH2021
 AH2021.The horizontal coordinates were scaled from a topographic map and have
 AH2021.an estimated accuracy of +/- 6 seconds.
 AH2021
 AH2021.The orthometric height was determined by differential leveling
 AH2021.and adjusted by the National Geodetic Survey in December 2001..
 AH2021
 AH2021.The geoid height was determined by GEOID03.
 AH2021
 AH2021.The dynamic height is computed by dividing the NAVD 88
 AH2021.geopotential number by the normal gravity value computed on the
 AH2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2021.degrees latitude (g = 980.6199 gals.).
 AH2021
 AH2021.The modeled gravity was interpolated from observed gravity values.
 AH2021
 AH2021;                    North         East    Units  Estimated Accuracy
 AH2021;SPC FL E     -   203,190.      180,760.      MT  (+/- 180 meters Scaled)
 AH2021
 AH2021                          SUPERSEDED SURVEY CONTROL
 AH2021
 AH2021.No superseded survey control is available for this station.
 AH2021
 AH2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ807942(NAD 83)
 AH2021_MARKER: DD = SURVEY DISK
 AH2021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2021_SP_SET: INLET
 AH2021_STAMPING: AA 4
 AH2021_MARK LOGO: FLDT  
 AH2021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2021
 AH2021  HISTORY     - Date     Condition        Report By
 AH2021  HISTORY     - 1990     MONUMENTED       FLDT
 AH2021
 AH2021                          STATION DESCRIPTION
 AH2021
 AH2021'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990 (CDM)
 AH2021'NEED A DESCRIPTION FOR THIS MARK.  THE LOCATION AND TO REACH IS GOOD.
 AH2021'STATION IS LOCATED APPROXIMATELY 37.85 MILES (60.91 KM) NORTHEAST OF
 AH2021'NAPLES, IS LOCATED (WHERE IS A MYSTERY) ON SOUTHWEST CORNER OF
 AH2021'CONCRETE DROP INLET IN MEDIAN OF INTERSTATE HIGHWAY 75. TO REACH
 AH2021'STATION FROM WEST TOLL BOOTH ON INTERSTATE HIGHWAY 75 (ALLIGATOR
 AH2021'ALLEY), PROCEED EAST 19.6 MILES (31.5 KM) ALONG INTERSTATE HIGHWAY 75
 AH2021'TO THE STATE ROAD 29 OVERPASS, PROCEED EASTERLY 9.85 MILES (15.85 KM)
 AH2021'ALONG INTERSTATE HIGHWAY 75 TO STATION. STATION IS FLUSH WITH CONCRETE
 AH2021'DROP INLET, IS 1.2 FOOT (0.4 M) NORTHEAST OF SOUTHWEST CORNER OF DROP
 AH2021'INLET, 7.7 FEET (2.3 M) WEST OF SOUTHEAST CORNER OF DROP INLET, 53.0
 AH2021'FEET (16.2 M) NORTH OF CENTERLINE OF EASTBOUND LANE, 59.5 FEET (18.1
 AH2021'M) SOUTH OF CENTERLINE OF WESTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0413 ***********************************************************************
 AS0413  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0413  DESIGNATION -  AA 5
 AS0413  PID         -  AS0413
 AS0413  STATE/COUNTY-  FL/FRANKLIN
 AS0413  USGS QUAD   -  NEW INLET (1981)
 AS0413
 AS0413                         *CURRENT SURVEY CONTROL
 AS0413  ___________________________________________________________________
 AS0413* NAD 83(1986)-  29 36 56.     (N)    084 57 23.     (W)     SCALED    
 AS0413* NAVD 88     -         1.661  (meters)       5.45   (feet)  ADJUSTED  
 AS0413  ___________________________________________________________________
 AS0413  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0413  DYNAMIC HT  -           1.659 (meters)       5.44  (feet)  COMP
 AS0413  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AS0413
 AS0413  VERT ORDER  -  SECOND    CLASS I
 AS0413
 AS0413.The horizontal coordinates were scaled from a topographic map and have
 AS0413.an estimated accuracy of +/- 6 seconds.
 AS0413
 AS0413.The orthometric height was determined by differential leveling
 AS0413.and adjusted by the National Geodetic Survey in June 1991..
 AS0413.WARNING-Repeat measurements at this control monument indicate possible
 AS0413.vertical movement.
 AS0413
 AS0413.This Tidal Bench Mark is designated as VM 16523
 AS0413.by the Center for Operational Oceanographic Products and Services.
 AS0413
 AS0413.The geoid height was determined by GEOID03.
 AS0413
 AS0413.The dynamic height is computed by dividing the NAVD 88
 AS0413.geopotential number by the normal gravity value computed on the
 AS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0413.degrees latitude (g = 980.6199 gals.).
 AS0413
 AS0413.The modeled gravity was interpolated from observed gravity values.
 AS0413
 AS0413;                    North         East    Units  Estimated Accuracy
 AS0413;SPC FL N     -    68,320.      555,800.      MT  (+/- 180 meters Scaled)
 AS0413
 AS0413                          SUPERSEDED SURVEY CONTROL
 AS0413
 AS0413.No superseded survey control is available for this station.
 AS0413
 AS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT978779(NAD 83)
 AS0413_MARKER: DJ = TIDAL STATION DISK
 AS0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0413_SP_SET: COPPER-CLAD STEEL ROD
 AS0413_STAMPING: 290844 AA 5 1975
 AS0413_MARK LOGO: FLDNR 
 AS0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0413
 AS0413  HISTORY     - Date     Condition        Report By
 AS0413  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0413  HISTORY     - 1977     GOOD             NGS
 AS0413  HISTORY     - 1984     GOOD             FLDNR
 AS0413  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 AS0413
 AS0413                          STATION DESCRIPTION
 AS0413
 AS0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0413'8.0 MI WEST FROM ST GEORGE ISLAND.
 AS0413'2.2 MILES WEST ALONG A PRIVATE ROAD AND GORRIE DRIVE FROM THE SOUTH
 AS0413'END OF FRANKLIN BOULEVARD ON ST . GEORGE ISLAND, THENCE 5.4 MILES WEST
 AS0413'ALONG A DIRT ROAD , THENCE 0.2 MILE SOUTH ALONG THE BANK OF SIKES CUT,
 AS0413'THENCE 0.2 MILE EAST ALONG A SAND TRAIL, AND 21 FEET SOUTHEAST OF
 AS0413'THE CENTER LINE OF THE TRAIL, DRIVEN TO REFUSAL AT AN UNKNOWN DEPTH.
 AS0413
 AS0413                          STATION RECOVERY (1984)
 AS0413
 AS0413'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AS0413'RECOVERED IN GOOD CONDITION.
 AS0413
 AS0413                          STATION RECOVERY (1998)
 AS0413
 AS0413'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1050 ***********************************************************************
 AC1050  DESIGNATION -  AAD 66
 AC1050  PID         -  AC1050
 AC1050  STATE/COUNTY-  FL/MONROE
 AC1050  USGS QUAD   -  CARD SOUND (1994)
 AC1050
 AC1050                         *CURRENT SURVEY CONTROL
 AC1050  ___________________________________________________________________
 AC1050* NAD 83(1986)-  25 15 29.     (N)    080 18 45.     (W)     SCALED    
 AC1050* NAVD 88     -         2.727  (meters)       8.95   (feet)  ADJUSTED  
 AC1050  ___________________________________________________________________
 AC1050  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AC1050  DYNAMIC HT  -           2.722 (meters)       8.93  (feet)  COMP
 AC1050  MODELED GRAV-     978,989.2   (mgal)                       NAVD 88
 AC1050
 AC1050  VERT ORDER  -  FIRST     CLASS II
 AC1050
 AC1050.The horizontal coordinates were scaled from a topographic map and have
 AC1050.an estimated accuracy of +/- 6 seconds.
 AC1050
 AC1050.The orthometric height was determined by differential leveling
 AC1050.and adjusted by the National Geodetic Survey in June 1991..
 AC1050
 AC1050.The geoid height was determined by GEOID03.
 AC1050
 AC1050.The dynamic height is computed by dividing the NAVD 88
 AC1050.geopotential number by the normal gravity value computed on the
 AC1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1050.degrees latitude (g = 980.6199 gals.).
 AC1050
 AC1050.The modeled gravity was interpolated from observed gravity values.
 AC1050
 AC1050;                    North         East    Units  Estimated Accuracy
 AC1050;SPC FL E     -   102,600.      269,260.      MT  (+/- 180 meters Scaled)
 AC1050
 AC1050                          SUPERSEDED SURVEY CONTROL
 AC1050
 AC1050  NGVD 29 (??/??/92)    3.201  (m)           10.50   (f) ADJ UNCH    1 2
 AC1050
 AC1050.Superseded values are not recommended for survey control.
 AC1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1050.See file dsdata.txt to determine how the superseded data were derived.
 AC1050
 AC1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH692937(NAD 83)
 AC1050_MARKER: DD = SURVEY DISK
 AC1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC1050_STAMPING: AAD 66 1965 JACKSONVILLE
 AC1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1050+STABILITY: SURFACE MOTION
 AC1050
 AC1050  HISTORY     - Date     Condition        Report By
 AC1050  HISTORY     - 1965     MONUMENTED       DOD
 AC1050  HISTORY     - 1966     GOOD             NGS
 AC1050  HISTORY     - 1988     GOOD             USPSQD
 AC1050  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC1050  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AC1050
 AC1050                          STATION DESCRIPTION
 AC1050
 AC1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1050'13.6 MI NE FROM KEY LARGO.
 AC1050'ABOUT 6.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1050'OFFICE AT KEY LARGO, THENCE ABOUT 7.2 MILES NORTHEAST ALONG
 AC1050'STATE HIGHWAY S 905, 71 FEET WEST OF AND ACROSS THE HIGHWAY
 AC1050'FROM THE WEST CORNER OF A 6-FOOT SQUARE BOX FOR WATER LINE,
 AC1050'29.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 AC1050'NORTHEAST OF POWER LINE POLE 277, ABOUT LEVEL WITH THE
 AC1050'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AC1050'0.3 FOOT.  ALSO ABOUT 0.2 MILE SOUTHWEST OF THE JUNCTION OF A
 AC1050'BLACK TOPPED ROAD LEADING WEST.
 AC1050
 AC1050                          STATION RECOVERY (1988)
 AC1050
 AC1050'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1050'RECOVERED IN GOOD CONDITION.
 AC1050
 AC1050                          STATION RECOVERY (1990)
 AC1050
 AC1050'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1050'MARK NOT FOUND.
 AC1050
 AC1050                          STATION RECOVERY (1994)
 AC1050
 AC1050'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0991 ***********************************************************************
 AQ0991  DESIGNATION -  AB
 AQ0991  PID         -  AQ0991
 AQ0991  STATE/COUNTY-  FL/VOLUSIA
 AQ0991  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ0991
 AQ0991                         *CURRENT SURVEY CONTROL
 AQ0991  ___________________________________________________________________
 AQ0991* NAD 83(1986)-  29 24 31.     (N)    081 06 01.     (W)     SCALED    
 AQ0991* NAVD 88     -         5.509  (meters)      18.07   (feet)  ADJUSTED  
 AQ0991  ___________________________________________________________________
 AQ0991  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AQ0991  DYNAMIC HT  -           5.501 (meters)      18.05  (feet)  COMP
 AQ0991  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AQ0991
 AQ0991  VERT ORDER  -  FIRST     CLASS II
 AQ0991
 AQ0991.The horizontal coordinates were scaled from a topographic map and have
 AQ0991.an estimated accuracy of +/- 6 seconds.
 AQ0991
 AQ0991.The orthometric height was determined by differential leveling
 AQ0991.and adjusted by the National Geodetic Survey in May 1994..
 AQ0991
 AQ0991.The geoid height was determined by GEOID03.
 AQ0991
 AQ0991.The dynamic height is computed by dividing the NAVD 88
 AQ0991.geopotential number by the normal gravity value computed on the
 AQ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0991.degrees latitude (g = 980.6199 gals.).
 AQ0991
 AQ0991.The modeled gravity was interpolated from observed gravity values.
 AQ0991
 AQ0991;                    North         East    Units  Estimated Accuracy
 AQ0991;SPC FL E     -   562,320.      190,270.      MT  (+/- 180 meters Scaled)
 AQ0991
 AQ0991                          SUPERSEDED SURVEY CONTROL
 AQ0991
 AQ0991  NAVD 88 (06/15/91)    5.482  (m)           17.99   (f) UNKNOWN     1 2
 AQ0991  NGVD 29 (09/01/92)    5.847  (m)           19.18   (f) ADJUSTED    1 2
 AQ0991
 AQ0991.Superseded values are not recommended for survey control.
 AQ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0991.See file dsdata.txt to determine how the superseded data were derived.
 AQ0991
 AQ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN902532(NAD 83)
 AQ0991_MARKER: DD = SURVEY DISK
 AQ0991_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ0991_SP_SET: ABUTMENT
 AQ0991_STAMPING: AB
 AQ0991_MARK LOGO: FLHD  
 AQ0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0991+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 AQ0991
 AQ0991  HISTORY     - Date     Condition        Report By
 AQ0991  HISTORY     - UNK      MONUMENTED       FLDT
 AQ0991  HISTORY     - 1970     GOOD             NGS
 AQ0991  HISTORY     - 1983     GOOD             NGS
 AQ0991  HISTORY     - 1990     GOOD             USPSQD
 AQ0991  HISTORY     - 19910314 GOOD             NGS
 AQ0991
 AQ0991                          STATION DESCRIPTION
 AQ0991
 AQ0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0991'5.8 MI S FROM FLAGLER BEACH.
 AQ0991'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AQ0991'OF STATE HIGHWAY 100 AT FLAGLER BEACH, THENCE 0.35 MILE WEST
 AQ0991'ALONG A BLACK TOPPED ROAD, IN SECTION, 5, T 13 S, R 32 E, SET
 AQ0991'ON THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE
 AQ0991'(KNOX MEMORIAL BRIDGE) OVER THE INTRACOASTAL WATERWAY, 19.8 FEET
 AQ0991'NORTH OF THE CENTER LINE OF THE ROAD AND 0.8 FOOT ABOVE THE
 AQ0991'LEVEL OF THE BRIDGE FLOOR.
 AQ0991
 AQ0991                          STATION RECOVERY (1983)
 AQ0991
 AQ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AQ0991'RECOVERED IN GOOD CONDITION.
 AQ0991
 AQ0991                          STATION RECOVERY (1990)
 AQ0991
 AQ0991'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0991'RECOVERED IN GOOD CONDITION.
 AQ0991
 AQ0991                          STATION RECOVERY (1991)
 AQ0991
 AQ0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0991'8.5 KM (5.3 MI) SOUTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ0991'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ0991'IN FLAGLER BEACH, THENCE 0.6 KM (0.4 MI) WESTERLY ALONG HIGHBRIDGE
 AQ0991'ROAD, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE EAST
 AQ0991'CONCRETE ABUTMENT OF THE ROAD BRIDGE SPANNING THE HALIFAX RIVER
 AQ0991'(ATLANTIC INTRACOASTAL WATERWAY), 5.8 M (19.0 FT) NORTH OF THE ROAD
 AQ0991'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2231 ***********************************************************************
 BC2231  DESIGNATION -  AB 27
 BC2231  PID         -  BC2231
 BC2231  STATE/COUNTY-  FL/CLAY
 BC2231  USGS QUAD   -  ORANGE PARK (1993)
 BC2231
 BC2231                         *CURRENT SURVEY CONTROL
 BC2231  ___________________________________________________________________
 BC2231* NAD 83(1990)-  30 09 07.13007(N)    081 42 01.76204(W)     ADJUSTED  
 BC2231* NAVD 88     -         2.32   (+/-2cm)       7.6    (feet)  VERTCON   
 BC2231  ___________________________________________________________________
 BC2231  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BC2231  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BC2231
 BC2231  HORZ ORDER  -  SECOND
 BC2231  VERT ORDER  -  THIRD ? (See Below)
 BC2231
 BC2231.The horizontal coordinates were established by classical geodetic methods
 BC2231.and adjusted by the National Geodetic Survey in May 1991..
 BC2231
 BC2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BC2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BC2231.The vertical order pertains to the NGVD 29 superseded value.
 BC2231
 BC2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2231
 BC2231.The geoid height was determined by GEOID03.
 BC2231
 BC2231;                    North         East     Units Scale Factor Converg.
 BC2231;SPC FL E     -   644,921.426   132,518.733   MT  0.99999734   -0 21 06.7
 BC2231;SPC FL E     - 2,115,879.71    434,771.88   sFT  0.99999734   -0 21 06.7
 BC2231;UTM  17      - 3,335,833.363   432,541.758   MT  0.99965614   -0 21 06.7
 BC2231
 BC2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2231!SPC FL E     -   1.00000406  x   0.99999734  =   1.00000140
 BC2231!UTM  17      -   1.00000406  x   0.99965614  =   0.99966019
 BC2231
 BC2231                          SUPERSEDED SURVEY CONTROL
 BC2231
 BC2231  NAD 83(1986)-  30 09 07.13747(N)    081 42 01.77257(W) AD(       ) 2
 BC2231  NAD 27      -  30 09 06.26800(N)    081 42 02.42500(W) AD(       ) 2
 BC2231  NGVD 29 (07/19/86)    2.64   (m)            8.7    (f) LEVELING    3  
 BC2231
 BC2231.Superseded values are not recommended for survey control.
 BC2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2231.See file dsdata.txt to determine how the superseded data were derived.
 BC2231
 BC2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3254235833(NAD 83)
 BC2231_MARKER: DD = SURVEY DISK
 BC2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BC2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2231+STABILITY: SURFACE MOTION
 BC2231
 BC2231  HISTORY     - Date     Condition        Report By
 BC2231  HISTORY     - 1934     MONUMENTED       FLGS
 BC2231  HISTORY     - 1935     GOOD             CGS
 BC2231  HISTORY     - 1950     MARK NOT FOUND   CGS
 BC2231
 BC2231                          STATION DESCRIPTION
 BC2231
 BC2231'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 BC2231'STATION IS 1 MILE S OF ORANGE PARK, LOCATED ON THE E OF
 BC2231'FLORIDA HIGHWAY 3, (U.S.17), AT INTERSECTION WITH DIRT ROAD JUST
 BC2231'N OF DOCTORS INLET.  STATION IS FLUSH WITH SHOULDER 24 FEET E OF
 BC2231'CENTER LINE OF FLORIDA HIGHWAY 3, 15 FEET E OF E EDGE OF
 BC2231'PAVEMENT, 17 FEET N OF CENTER LINE OF DIRT ROAD RUNNING E JUST
 BC2231'N OF DOCTORS INLET, 70 FEET N OF THE N POST OF E GUARD FENCE
 BC2231'AT DOCTORS INLET.
 BC2231'
 BC2231'STATION IS A STATE SURVEY STANDARD MARKER SET IN CONCRETE
 BC2231'MONUMENT.
 BC2231'
 BC2231'FROM INTERSECTION OF KINGSLEY AVENUE AND FLORIDA HIGHWAY 3 AT
 BC2231'ORANGE PARK GO S ON HIGHWAY 3, 1 MILE TO STATION.
 BC2231'
 BC2231'COMBINATION TRAVERSE STATION AND BENCH MARK.
 BC2231
 BC2231                          STATION RECOVERY (1935)
 BC2231
 BC2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HAP)
 BC2231'STATION IS LOCATED ONE MILE S OF ORANGE PARK ON HIGHWAY 17 AT
 BC2231'THE INTERSECTION OF A DIRT ROAD AND 275.25 METERS N OF DOCTORS
 BC2231'INLET BRIDGE CENTRAL LAMP BRACKET (TRIANGULATION STATION
 BC2231'SWING) ON THE GRADED SHOULDER 24 FEET E OF THE CENTER LINE OF
 BC2231'HIGHWAY 17 AND 17 FEET N OF THE CENTER LINE OF THE DIRT ROAD.
 BC2231'THE STATION IS MARKED WITH A U.S.C. AND G. AND STATE PROJECT
 BC2231'SURVEY BRASS DISK SET IN A 6- BY 6-INCH CONCRETE MONUMENT.
 BC2231
 BC2231                          STATION RECOVERY (1950)
 BC2231
 BC2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 BC2231'STATION NOT RECOVERED.  A ONE HOUR SEARCH FOR THIS STATION BY
 BC2231'TWO MEN FAILED TO DISCLOSE THE MARK.  STATION IS BELIEVED TO
 BC2231'HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3581 ***********************************************************************
 BE3581  DESIGNATION -  ABBOT 2
 BE3581  PID         -  BE3581
 BE3581  STATE/COUNTY-  FL/BAY
 BE3581  USGS QUAD   -  LONG POINT (1982)
 BE3581
 BE3581                         *CURRENT SURVEY CONTROL
 BE3581  ___________________________________________________________________
 BE3581* NAD 83(1990)-  30 00 57.21568(N)    085 33 05.69187(W)     ADJUSTED  
 BE3581* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BE3581  ___________________________________________________________________
 BE3581  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BE3581  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BE3581
 BE3581  HORZ ORDER  -  FIRST
 BE3581
 BE3581.The horizontal coordinates were established by classical geodetic methods
 BE3581.and adjusted by the National Geodetic Survey in May 1991..
 BE3581
 BE3581.The orthometric height was scaled from a topographic map.
 BE3581
 BE3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3581
 BE3581.The geoid height was determined by GEOID03.
 BE3581
 BE3581;                    North         East     Units Scale Factor Converg.
 BE3581;SPC FL N     -   113,076.737   498,559.343   MT  0.99995190   -0 31 42.4
 BE3581;SPC FL N     -   370,985.93  1,635,690.11   sFT  0.99995190   -0 31 42.4
 BE3581;UTM  16      - 3,321,429.776   639,681.875   MT  0.99984072   +0 43 28.8
 BE3581
 BE3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3581!SPC FL N     -   1.00000419  x   0.99995190  =   0.99995609
 BE3581!UTM  16      -   1.00000419  x   0.99984072  =   0.99984491
 BE3581
 BE3581:                Primary Azimuth Mark                     Grid Az
 BE3581:SPC FL N     -  BELLISLE                                 100 07 46.5
 BE3581:UTM  16      -  BELLISLE                                 098 52 35.3
 BE3581
 BE3581|---------------------------------------------------------------------|
 BE3581| PID    Reference Object                     Distance      Geod. Az  |
 BE3581|                                                           dddmmss.s |
 BE3581| BE0843 BELLISLE                            APPROX. 3.8 KM 0993604.1 |
 BE3581| CW1827 BLAZED PINE 1                        54.864 METERS 16001     |
 BE3581| CW1828 BLAZED PINE 2                        49.073 METERS 16203     |
 BE3581| CW1829 BLAZED PINE 3                        40.843 METERS 21650     |
 BE3581| CW1700 ABBOT 2 RM 1                         24.997 METERS 27036     |
 BE3581| CW1701 ABBOT 2 RM 2                         33.531 METERS 31953     |
 BE3581|---------------------------------------------------------------------|
 BE3581
 BE3581                          SUPERSEDED SURVEY CONTROL
 BE3581
 BE3581  NAD 83(1986)-  30 00 57.22720(N)    085 33 05.70473(W) AD(       ) 1
 BE3581  NAD 27      -  30 00 56.49200(N)    085 33 05.97500(W) AD(       ) 1
 BE3581
 BE3581.Superseded values are not recommended for survey control.
 BE3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3581.See file dsdata.txt to determine how the superseded data were derived.
 BE3581
 BE3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3968221430(NAD 83)
 BE3581_MARKER: DS = TRIANGULATION STATION DISK
 BE3581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3581
 BE3581  HISTORY     - Date     Condition        Report By
 BE3581  HISTORY     - 1934     MONUMENTED       CGS
 BE3581  HISTORY     - 1947     MARK NOT FOUND   CGS
 BE3581
 BE3581                          STATION DESCRIPTION
 BE3581
 BE3581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BE3581'STATION IS ON A SAND DUNE ON THE NE SIDE OF CROOKED ISLAND,
 BE3581'ON THE S SHORE OF SAINT ANDREWS SOUND, ABOUT 3 MILES SE OF THE
 BE3581'NW END OF THE ISLAND, ABOUT 15 MILE SE OF PANAMA CITY.  IT IS
 BE3581'20 FEET W OF THE HIGH-WATER MARK, 161 FEET N OF 30-INCH BLAZED
 BE3581'PINE, 180 FEET N OF 15-INCH BLAZED PINE, 134 FEET NE OF 24-INCH
 BE3581'BLAZED PINE.  ALL OF THESE PINES WERE MENTIONED IN THE ORIGINAL
 BE3581'DESCRIPTION OF ABBOT 1910.
 BE3581'
 BE3581'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS. 1 AND 2 ARE
 BE3581'STANDARD BRONZE DISKS SET IN CONCRETE.
 BE3581'STATION MARK PROJECTS 6 INCHES.
 BE3581'
 BE3581'REFERENCE MARK NO. 1 IS 82.01 FEET W OF STATION, 100 FEET SW
 BE3581'OF HIGH-WATER MARK.  IT PROJECTS 2 INCHES.  REFERENCE MARK NO. 2
 BE3581'IS 110.01 FEET WNW OF STATION, 20 FEET S OF HIGH-WATER MARK.  IT
 BE3581'PROJECTS 5 INCHES.  DISTANCE BETWEEN REFERENCE MARKS IS 84.01
 BE3581'FEET.
 BE3581'
 BE3581'TO REACH FROM PANAMA CITY, GO SE ON HIGHWAY 10, 15 MILES TO
 BE3581'RAFFIELDS STORE ON THE W SIDE OF ROAD.  THERE TURN S ON GRADED
 BE3581'ROAD, AND GO 0.4 MILE TO RAFFIELDS WHARF AND FISH HOUSE.  BOATS
 BE3581'CAN BE HIRED THERE IN ORDER TO REACH STATION WHICH IS ACROSS
 BE3581'THE SOUND.
 BE3581'
 BE3581'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 BE3581
 BE3581                          STATION RECOVERY (1947)
 BE3581
 BE3581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FLP)
 BE3581'THE STATION HAS BEEN LOST DUE TO EROSION.  REFERENCE MARK 2 WAS
 BE3581'FOUND LYING ON ITS SIDE.  REFERENCE MARK 1 WAS STILL IN POSITION
 BE3581'AND IN GOOD CONDITION.  A SEARCH FOR THE UNDERGROUND MARK WAS
 BE3581'NOT MADE AT THIS TIME.  HOWEVER, RECOVERY OF THIS MARK IS DOUBTFUL
 BE3581'AS THE SOIL IS SANDY AND BOTH THE STATION AND THE UNDERGROUND
 BE3581'MARKS WERE PROBABLY DESTROYED BY THE SAME CAUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8337 ***********************************************************************
 AD8337  DESIGNATION -  ABBOTT
 AD8337  PID         -  AD8337
 AD8337  STATE/COUNTY-  FL/PALM BEACH
 AD8337  USGS QUAD   -  DELTA (1983)
 AD8337
 AD8337                         *CURRENT SURVEY CONTROL
 AD8337  ___________________________________________________________________
 AD8337* NAD 83(1999)-  26 48 41.47541(N)    080 11 47.63481(W)     ADJUSTED  
 AD8337* NAVD 88     -         5.77   (+/-2cm)      18.9    (feet)  VERTCON   
 AD8337  ___________________________________________________________________
 AD8337  X           -     969,903.987 (meters)                     COMP
 AD8337  Y           -  -5,613,138.931 (meters)                     COMP
 AD8337  Z           -   2,859,583.038 (meters)                     COMP
 AD8337  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AD8337  ELLIP HEIGHT-         -20.66  (meters)          (07/06/01) GPS OBS
 AD8337  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AD8337
 AD8337  HORZ ORDER  -  FIRST
 AD8337  VERT ORDER  -  THIRD ? (See Below)
 AD8337  ELLP ORDER  -  FOURTH    CLASS II
 AD8337
 AD8337.The horizontal coordinates were established by GPS observations
 AD8337.and adjusted by the National Geodetic Survey in July 2001..
 AD8337
 AD8337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8337.The vertical order pertains to the NGVD 29 superseded value.
 AD8337
 AD8337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8337
 AD8337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8337
 AD8337.The ellipsoidal height was determined by GPS observations
 AD8337.and is referenced to NAD 83.
 AD8337
 AD8337.The geoid height was determined by GEOID03.
 AD8337
 AD8337;                    North         East     Units Scale Factor Converg.
 AD8337;SPC FL E     -   274,774.029   279,874.215   MT  1.00001991   +0 21 44.7
 AD8337;SPC FL E     -   901,487.79    918,220.65   sFT  1.00001991   +0 21 44.7
 AD8337;UTM  17      - 2,965,812.259   579,846.962   MT  0.99967871   +0 21 44.7
 AD8337
 AD8337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8337!SPC FL E     -   1.00000325  x   1.00001991  =   1.00002316
 AD8337!UTM  17      -   1.00000325  x   0.99967871  =   0.99968195
 AD8337
 AD8337                          SUPERSEDED SURVEY CONTROL
 AD8337
 AD8337  NAD 83(1990)-  26 48 41.47435(N)    080 11 47.63363(W) AD(       ) 1
 AD8337  ELLIP H (08/13/93)  -20.66   (m)                       GP(       ) 4 1
 AD8337  NAD 83(1990)-  26 48 41.47405(N)    080 11 47.63383(W) AD(       ) 1
 AD8337  ELLIP H (03/31/93)  -20.64   (m)                       GP(       ) 4 1
 AD8337  NGVD 29 (03/31/93)    6.24   (m)           20.5    (f) LEVELING    3  
 AD8337
 AD8337.Superseded values are not recommended for survey control.
 AD8337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8337.See file dsdata.txt to determine how the superseded data were derived.
 AD8337
 AD8337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7984765812(NAD 83)
 AD8337_MARKER: DD = SURVEY DISK
 AD8337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8337_SP_SET: CONCRETE POST
 AD8337_STAMPING: ABBOTT
 AD8337_MARK LOGO: FL-099
 AD8337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8337+STABILITY: SURFACE MOTION
 AD8337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8337+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991
 AD8337
 AD8337  HISTORY     - Date     Condition        Report By
 AD8337  HISTORY     - UNK      MONUMENTED       FL-099
 AD8337  HISTORY     - 19910810 GOOD             ADRGS
 AD8337  HISTORY     - 20020518 MARK NOT FOUND   USPSQD
 AD8337  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 AD8337  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 AD8337
 AD8337                          STATION DESCRIPTION
 AD8337
 AD8337'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8337'TO REACH THE STATION FROM THE INTERSECTION OF PGA BOULEVARD (STATE
 AD8337'ROUTE 786) AND BEELINE HIGHWAY (STATE ROUTE 710), GO SOUTHEAST FOR
 AD8337'3.6 MI (5.79 KM) ON BEELINE HIGHWAY TO NORTHLAKE BOULEVARD. TURN
 AD8337'RIGHT AND GO WEST FOR 2.8 MI (4.51 KM) ON NORTHLAKE BOULEVARD TO THE
 AD8337'STATION IN THE PAVEMENT, 7 FEET NORTH OF THE SOUTH EDGE OF ROAD.
 AD8337'THE STATION IS NORTHWEST 9.89 FT (3.01 M) FROM A PK IN THE EDGE OF
 AD8337'ROAD, NORTHEAST 9.93 FT (3.03 M) FROM A PK IN THE EDGE OF ROAD, NORTH
 AD8337'60.28 FT (18.37 M) FROM A NAIL AND TIN TAB IN A POWER POLE, AND
 AD8337'NORTHWEST 55.63 FT (16.96 M) FROM A NAIL AND TIN TAB IN A POWER POLE.
 AD8337'THE STATION IS 27 FT (8.23 M) NORTH OF A CITY OF WEST PALM BEACH SIGN
 AD8337'WITH A PALM BEACH COUNTY SURVEY WITNESS SIGN ATTACHED.
 AD8337
 AD8337                          STATION RECOVERY (2002)
 AD8337
 AD8337'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8337'ROAD WIDENED TO 4 LANES PLUS A MEDIAN DIVIDER.
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337' 
 AD8337
 AD8337                          STATION RECOVERY (2003)
 AD8337
 AD8337'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8337'MARK NOT FOUND.
 AD8337
 AD8337                          STATION RECOVERY (2004)
 AD8337
 AD8337'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4012 ***********************************************************************
 AK4012  DESIGNATION -  ABC
 AK4012  PID         -  AK4012
 AK4012  STATE/COUNTY-  FL/BREVARD
 AK4012  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4012
 AK4012                         *CURRENT SURVEY CONTROL
 AK4012  ___________________________________________________________________
 AK4012* NAD 83(1986)-  28 05 18.     (N)    080 34 38.     (W)     SCALED    
 AK4012* NAVD 88     -         1.992  (meters)       6.54   (feet)  ADJUSTED  
 AK4012  ___________________________________________________________________
 AK4012  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AK4012  DYNAMIC HT  -           1.989 (meters)       6.53  (feet)  COMP
 AK4012  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 AK4012
 AK4012  VERT ORDER  -  SECOND    CLASS 0
 AK4012
 AK4012.The horizontal coordinates were scaled from a topographic map and have
 AK4012.an estimated accuracy of +/- 6 seconds.
 AK4012
 AK4012.The orthometric height was determined by differential leveling
 AK4012.and adjusted by the National Geodetic Survey in June 1991..
 AK4012
 AK4012.The geoid height was determined by GEOID03.
 AK4012
 AK4012.The dynamic height is computed by dividing the NAVD 88
 AK4012.geopotential number by the normal gravity value computed on the
 AK4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4012.degrees latitude (g = 980.6199 gals.).
 AK4012
 AK4012.The modeled gravity was interpolated from observed gravity values.
 AK4012
 AK4012;                    North         East    Units  Estimated Accuracy
 AK4012;SPC FL E     -   416,070.      241,550.      MT  (+/- 180 meters Scaled)
 AK4012
 AK4012                          SUPERSEDED SURVEY CONTROL
 AK4012
 AK4012  NGVD 29 (??/??/92)    2.429  (m)            7.97   (f) ADJ UNCH    2 0
 AK4012
 AK4012.Superseded values are not recommended for survey control.
 AK4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4012.See file dsdata.txt to determine how the superseded data were derived.
 AK4012
 AK4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM415070(NAD 83)
 AK4012_MARKER: DD = SURVEY DISK
 AK4012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK4012_SP_SET: SIDEWALK
 AK4012_STAMPING: ABC 1970
 AK4012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK4012+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AK4012
 AK4012  HISTORY     - Date     Condition        Report By
 AK4012  HISTORY     - UNK      MONUMENTED       FLDT
 AK4012  HISTORY     - 1970     GOOD             NGS
 AK4012  HISTORY     - 1971     GOOD             NGS
 AK4012  HISTORY     - 20040212 GOOD             USPSQD
 AK4012  HISTORY     - 20050411 GOOD             FL-009
 AK4012
 AK4012                          STATION DESCRIPTION
 AK4012
 AK4012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK4012'0.6 MI W FROM INDIALANTIC.
 AK4012'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 516 FROM THE JUNCTION
 AK4012'OF STATE HIGHWAY A 1 A AT INDIALANTIC, ON TOP AND NEAR THE WEST
 AK4012'END OF THE NORTH CONCRETE WALKWAY OF THE NEW BRIDGE (1969) OVER
 AK4012'THE INDIAN RIVER, DIRECTLY OVER THE NORTH END OF THE WEST
 AK4012'ABUTMENT OF THE BRIDGE, 24 FEET NORTH OF THE CENTER LINE OF THE
 AK4012'WESTBOUND LANE OF THE HIGHWAY, 20.6 FEET EAST OF THE WEST END
 AK4012'OF THE WALKWAY, 0.6 FOOT NORTH OF THE NORTH BRIDGE CURB AND 1
 AK4012'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SEC. 36, T 27S, R 37E.
 AK4012
 AK4012                          STATION RECOVERY (1971)
 AK4012
 AK4012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK4012'RECOVERED IN GOOD CONDITION.
 AK4012
 AK4012                          STATION RECOVERY (2004)
 AK4012
 AK4012'RECOVERY NOTE BY US POWER SQUADRON 2004 (SJS)
 AK4012'RECOVERED IN GOOD CONDITION.
 AK4012
 AK4012                          STATION RECOVERY (2005)
 AK4012
 AK4012'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV)
 AK4012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5242 ***********************************************************************
 AB5242  DESIGNATION -  ABC 1
 AB5242  PID         -  AB5242
 AB5242  STATE/COUNTY-  FL/LAKE
 AB5242  USGS QUAD   -  ASTATULA (1984)
 AB5242
 AB5242                         *CURRENT SURVEY CONTROL
 AB5242  ___________________________________________________________________
 AB5242* NAD 83(1986)-  28 43 26.     (N)    081 41 06.     (W)     SCALED    
 AB5242* NAVD 88     -        25.251  (meters)      82.84   (feet)  ADJUSTED  
 AB5242  ___________________________________________________________________
 AB5242  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AB5242  DYNAMIC HT  -          25.215 (meters)      82.73  (feet)  COMP
 AB5242  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 AB5242
 AB5242  VERT ORDER  -  SECOND    CLASS I
 AB5242
 AB5242.The horizontal coordinates were scaled from a topographic map and have
 AB5242.an estimated accuracy of +/- 6 seconds.
 AB5242
 AB5242.The orthometric height was determined by differential leveling
 AB5242.and adjusted by the National Geodetic Survey in September 1996..
 AB5242
 AB5242.The geoid height was determined by GEOID03.
 AB5242
 AB5242.The dynamic height is computed by dividing the NAVD 88
 AB5242.geopotential number by the normal gravity value computed on the
 AB5242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5242.degrees latitude (g = 980.6199 gals.).
 AB5242
 AB5242.The modeled gravity was interpolated from observed gravity values.
 AB5242
 AB5242;                    North         East    Units  Estimated Accuracy
 AB5242;SPC FL E     -   486,620.      133,080.      MT  (+/- 180 meters Scaled)
 AB5242
 AB5242                          SUPERSEDED SURVEY CONTROL
 AB5242
 AB5242.No superseded survey control is available for this station.
 AB5242
 AB5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM331775(NAD 83)
 AB5242_MARKER: DD = SURVEY DISK
 AB5242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5242_SP_SET: GUARDRAIL CURB
 AB5242_STAMPING: ABC 1
 AB5242_MARK LOGO: FLDT  
 AB5242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5242+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 AB5242
 AB5242  HISTORY     - Date     Condition        Report By
 AB5242  HISTORY     - UNK      MONUMENTED       FLDT
 AB5242  HISTORY     - 19940615 GOOD             NGS
 AB5242
 AB5242                          STATION DESCRIPTION
 AB5242
 AB5242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5242'THE MARK IS ABOUT 3.1 MI (5.0 KM) NORTHEAST OF ASTATULA IN SECTION 26,
 AB5242'TOWNSHIP 20 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE JUNCTION
 AB5242'OF FLORIDA AVENUE ON THE LEFT, COUNTY ROAD 48 ON THE RIGHT AND COUNTY
 AB5242'ROAD 561 IN ASTATULA, GO EAST ON COUNTY ROAD 48 FOR 3.45 MI (5.55 KM)
 AB5242'TO THE EAST END OF THE APOPKA BEAUCLAIR CANAL BRIDGE AND THE MARK ON
 AB5242'THE LEFT, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 AB5242'GUARDRAIL CURB 0.9 FT (27.4 CM) ABOVE THE LEVEL OF COUNTY ROAD 48.
 AB5242'LOCATED 14.5 FT (4.4 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 AB5242'COUNTY ROAD 48 AND 6.4 FT (2.0 M) WEST OF THE EAST END OF THE CONCRETE
 AB5242'GUARDRAIL CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5243 ***********************************************************************
 AB5243  DESIGNATION -  ABC 2
 AB5243  PID         -  AB5243
 AB5243  STATE/COUNTY-  FL/LAKE
 AB5243  USGS QUAD   -  ASTATULA (1984)
 AB5243
 AB5243                         *CURRENT SURVEY CONTROL
 AB5243  ___________________________________________________________________
 AB5243* NAD 83(1986)-  28 43 26.     (N)    081 41 07.     (W)     SCALED    
 AB5243* NAVD 88     -        25.256  (meters)      82.86   (feet)  ADJUSTED  
 AB5243  ___________________________________________________________________
 AB5243  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AB5243  DYNAMIC HT  -          25.220 (meters)      82.74  (feet)  COMP
 AB5243  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 AB5243
 AB5243  VERT ORDER  -  SECOND    CLASS I
 AB5243
 AB5243.The horizontal coordinates were scaled from a topographic map and have
 AB5243.an estimated accuracy of +/- 6 seconds.
 AB5243
 AB5243.The orthometric height was determined by differential leveling
 AB5243.and adjusted by the National Geodetic Survey in September 1996..
 AB5243
 AB5243.The geoid height was determined by GEOID03.
 AB5243
 AB5243.The dynamic height is computed by dividing the NAVD 88
 AB5243.geopotential number by the normal gravity value computed on the
 AB5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5243.degrees latitude (g = 980.6199 gals.).
 AB5243
 AB5243.The modeled gravity was interpolated from observed gravity values.
 AB5243
 AB5243;                    North         East    Units  Estimated Accuracy
 AB5243;SPC FL E     -   486,620.      133,050.      MT  (+/- 180 meters Scaled)
 AB5243
 AB5243                          SUPERSEDED SURVEY CONTROL
 AB5243
 AB5243.No superseded survey control is available for this station.
 AB5243
 AB5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM330775(NAD 83)
 AB5243_MARKER: DD = SURVEY DISK
 AB5243_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5243_SP_SET: GUARDRAIL CURB
 AB5243_STAMPING: ABC 2
 AB5243_MARK LOGO: FLDT  
 AB5243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5243+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 AB5243
 AB5243  HISTORY     - Date     Condition        Report By
 AB5243  HISTORY     - UNK      MONUMENTED       FLDT
 AB5243  HISTORY     - 19940615 GOOD             NGS
 AB5243
 AB5243                          STATION DESCRIPTION
 AB5243
 AB5243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5243'THE MARK IS ABOUT 3.1 MI (5.0 KM) NORTHEAST OF ASTATULA IN SECTION 26,
 AB5243'TOWNSHIP 20 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE JUNCTION
 AB5243'OF FLORIDA AVENUE ON THE LEFT, COUNTY ROAD 48 ON THE RIGHT AND COUNTY
 AB5243'ROAD 561 IN ASTATULA, GO EAST ON COUNTY ROAD 48 FOR 3.40 MI (5.47 KM)
 AB5243'TO THE WEST END OF THE APOPKA BEAUCLAIR CANAL BRIDGE AND THE MARK ON
 AB5243'THE RIGHT, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 AB5243'GUARDRAIL CURB 0.9 FT (27.4 CM) ABOVE THE LEVEL OF COUNTY ROAD 48.
 AB5243'LOCATED 14.8 FT (4.5 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 AB5243'COUNTY ROAD 48 AND 6.3 FT (1.9 M) SOUTHEAST OF THE WEST END OF THE
 AB5243'CONCRETE GUARDRAIL CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8338 ***********************************************************************
 AD8338  DESIGNATION -  ABERDEEN
 AD8338  PID         -  AD8338
 AD8338  STATE/COUNTY-  FL/PALM BEACH
 AD8338  USGS QUAD   -  GREENACRES CITY (1983)
 AD8338
 AD8338                         *CURRENT SURVEY CONTROL
 AD8338  ___________________________________________________________________
 AD8338* NAD 83(1999)-  26 33 09.60479(N)    080 09 02.99323(W)     ADJUSTED  
 AD8338* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 AD8338  ___________________________________________________________________
 AD8338  X           -     976,587.373 (meters)                     COMP
 AD8338  Y           -  -5,625,053.539 (meters)                     COMP
 AD8338  Z           -   2,833,957.639 (meters)                     COMP
 AD8338  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AD8338  ELLIP HEIGHT-         -18.68  (meters)          (07/06/01) GPS OBS
 AD8338  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AD8338
 AD8338  HORZ ORDER  -  FIRST
 AD8338  ELLP ORDER  -  FOURTH    CLASS II
 AD8338
 AD8338.The horizontal coordinates were established by GPS observations
 AD8338.and adjusted by the National Geodetic Survey in July 2001..
 AD8338
 AD8338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8338
 AD8338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8338
 AD8338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8338
 AD8338.The ellipsoidal height was determined by GPS observations
 AD8338.and is referenced to NAD 83.
 AD8338
 AD8338.The geoid height was determined by GEOID03.
 AD8338
 AD8338;                    North         East     Units Scale Factor Converg.
 AD8338;SPC FL E     -   246,122.873   284,611.962   MT  1.00002953   +0 22 46.6
 AD8338;SPC FL E     -   807,488.13    933,764.41   sFT  1.00002953   +0 22 46.6
 AD8338;UTM  17      - 2,937,170.879   584,583.093   MT  0.99968833   +0 22 46.6
 AD8338
 AD8338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8338!SPC FL E     -   1.00000293  x   1.00002953  =   1.00003246
 AD8338!UTM  17      -   1.00000293  x   0.99968833  =   0.99969126
 AD8338
 AD8338                          SUPERSEDED SURVEY CONTROL
 AD8338
 AD8338  NAD 83(1990)-  26 33 09.60356(N)    080 09 02.99211(W) AD(       ) 1
 AD8338  ELLIP H (08/13/93)  -18.67   (m)                       GP(       ) 4 1
 AD8338  NAD 83(1990)-  26 33 09.60350(N)    080 09 02.99225(W) AD(       ) 1
 AD8338  ELLIP H (03/31/93)  -18.66   (m)                       GP(       ) 4 1
 AD8338  NGVD 29 (03/31/93)    7.6    (m)           25.     (f) GPS OBS        
 AD8338
 AD8338.Superseded values are not recommended for survey control.
 AD8338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8338.See file dsdata.txt to determine how the superseded data were derived.
 AD8338
 AD8338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8458337171(NAD 83)
 AD8338_MARKER: DD = SURVEY DISK
 AD8338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8338_SP_SET: CONCRETE POST
 AD8338_STAMPING: ABERDEEN
 AD8338_MARK LOGO: FL-099
 AD8338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8338+STABILITY: SURFACE MOTION
 AD8338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8338+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AD8338
 AD8338  HISTORY     - Date     Condition        Report By
 AD8338  HISTORY     - UNK      MONUMENTED       FL-099
 AD8338  HISTORY     - 19910810 GOOD             ADRGS
 AD8338  HISTORY     - 20040515 GOOD             USPSQD
 AD8338  HISTORY     - 20050521 GOOD             USPSQD
 AD8338
 AD8338                          STATION DESCRIPTION
 AD8338
 AD8338'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8338'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE
 AD8338'ROUTE 812) AND MILITARY TRAIL (STATE ROUTE 809), GO SOUTH ON MILITARY
 AD8338'TRAIL FOR1.2 MI (0.32 KM) TO HYPOLUXO ROAD. TURN RIGHT AND GO WEST ON
 AD8338'HYPOLUXO ROAD FOR 2.1 MI (3.38 KM) TO JOG ROAD. TURN LEFT AND GO 1.2
 AD8338'MI (1.93 KM) SOUTH ON JOG ROAD TO LA CHALET BOULEVARD. CONTINUE SOUTH
 AD8338'ON JOG ROAD FOR 0.2 MI (0.32 KM) TO THE STATION ON THE RIGHT ON A
 AD8338'GOLF COURSE BERM, 26 FEET NORTH OF A GROUP OF PALM TREES.
 AD8338'THE STATION IS SOUTH 85.35 FT (26.01 M) FROM THE SOUTH FACE OF A 14
 AD8338'INCH CABBAGE PALM. NORTHEAST 52.27 FT (15.93 M) FROM A NAIL AND TIN
 AD8338'TAB 1 FOOT UP THE EAST SIDE OF A CABBAGE PALM, AND NORTH 25.69 FEET
 AD8338'FROM A PK IN A PALM BEACH COUNTY WITNESS SIGN ATTACHED TO THE CABBAGE
 AD8338'PALM.
 AD8338
 AD8338                          STATION RECOVERY (2004)
 AD8338
 AD8338'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8338'RECOVERED IN GOOD CONDITION.
 AD8338
 AD8338                          STATION RECOVERY (2005)
 AD8338
 AD8338'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4495 ***********************************************************************
 BG4495  DESIGNATION -  ABLE
 BG4495  PID         -  BG4495
 BG4495  STATE/COUNTY-  FL/OKALOOSA
 BG4495  USGS QUAD   -  HOLT (1987)
 BG4495
 BG4495                         *CURRENT SURVEY CONTROL
 BG4495  ___________________________________________________________________
 BG4495* NAD 83(1990)-  30 37 59.45139(N)    086 41 00.13481(W)     ADJUSTED  
 BG4495* NAVD 88     -        40.25   (+/-2cm)     132.1    (feet)  VERTCON   
 BG4495  ___________________________________________________________________
 BG4495  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BG4495  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4495
 BG4495  HORZ ORDER  -  FIRST
 BG4495  VERT ORDER  -  THIRD ? (See Below)
 BG4495
 BG4495.The horizontal coordinates were established by classical geodetic methods
 BG4495.and adjusted by the National Geodetic Survey in December 1992..
 BG4495
 BG4495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4495.The vertical order pertains to the NGVD 29 superseded value.
 BG4495
 BG4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4495
 BG4495.The geoid height was determined by GEOID03.
 BG4495
 BG4495;                    North         East     Units Scale Factor Converg.
 BG4495;SPC FL N     -   183,041.299   390,701.561   MT  0.99998138   -1 05 49.9
 BG4495;SPC FL N     -   600,528.00  1,281,826.70   sFT  0.99998138   -1 05 49.9
 BG4495;UTM  16      - 3,388,993.042   530,342.505   MT  0.99961136   +0 09 40.8
 BG4495
 BG4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4495!SPC FL N     -   0.99999796  x   0.99998138  =   0.99997934
 BG4495!UTM  16      -   0.99999796  x   0.99961136  =   0.99960932
 BG4495
 BG4495|---------------------------------------------------------------------|
 BG4495| PID    Reference Object                     Distance      Geod. Az  |
 BG4495|                                                           dddmmss.s |
 BG4495| CW1702 ABLE RM 1                            29.465 METERS 06606     |
 BG4495| BG4470 FLIGHT                              APPROX. 7.2 KM 1073323.4 |
 BG4495| BG0782 T 708                                51.504 METERS 22459     |
 BG4495|---------------------------------------------------------------------|
 BG4495
 BG4495                          SUPERSEDED SURVEY CONTROL
 BG4495
 BG4495  NAD 83(1990)-  30 37 59.45263(N)    086 41 00.13485(W) AD(       ) 1
 BG4495  NAD 83(1986)-  30 37 59.47114(N)    086 41 00.13833(W) AD(       ) 1
 BG4495  NAD 27      -  30 37 58.77900(N)    086 41 00.30000(W) AD(       ) 1
 BG4495  NGVD 29 (07/19/86)   40.35   (m)          132.4    (f) LEVELING    3  
 BG4495
 BG4495.Superseded values are not recommended for survey control.
 BG4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4495.See file dsdata.txt to determine how the superseded data were derived.
 BG4495
 BG4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3034388993(NAD 83)
 BG4495_MARKER: DS = TRIANGULATION STATION DISK
 BG4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4495
 BG4495  HISTORY     - Date     Condition        Report By
 BG4495  HISTORY     - 1955     MONUMENTED       CGS
 BG4495  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BG4495
 BG4495                          STATION DESCRIPTION
 BG4495
 BG4495'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 BG4495'STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF THE MAIN BASE OF
 BG4495'EGLIN A.F.B., 3-1/2 MILES NORTHWEST OF COUPLAND TOWER AND AT
 BG4495'CAMERA SITE A 08.  STATION IS 32 FEET NORTHWEST OF THE APPROXIMATE
 BG4495'CENTER OF SAND ROAD AND 5 FEET NORTHEAST OF WITNESS POST.  THE
 BG4495'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ABLE 1955.
 BG4495'
 BG4495'REFERENCE MARK NO. 1 IS 13 FEET SOUTHEAST OF THE APPROXIMATE
 BG4495'CENTER OF SAND ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND
 BG4495'THE DISK IS STAMPED ABLE NO 1 1955.
 BG4495'
 BG4495'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION T 708
 BG4495'1951 WHICH WAS USED AS REFERENCE MARK NO. 2.  STATION IS 40 FEET
 BG4495'EAST OF SOUTHEAST CORNER OF BLOCK BUILDING AND 4 FEET NORTHWEST
 BG4495'OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 BG4495'DISK IS STAMPED T 708 1951.
 BG4495'
 BG4495'AZIMUTH MARK IS 9 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 BG4495'OF SAND ROAD AND 4 FEET NORTHWEST OF WITNESS POST.  THE MARK
 BG4495'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED T 708 1951.
 BG4495'
 BG4495'TO REACH FROM THE WEST GATE OF EGLIN FIELD GO SOUTHWEST FOR
 BG4495'0.05 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST FOR
 BG4495'0.5 MILE TO CROSSROADS AT JUNCTION OF STATE HIGHWAY 85.  CONTINUE
 BG4495'STRAIGHT AHEAD FOR 2.0 MILES TO FORKS.  TAKE RIGHT FORK AND
 BG4495'CONTINUE ON MAIN ROAD FOR 8.7 MILES TO CROSSROADS.  CONTINUE
 BG4495'STRAIGHT AHEAD FOR 0.5 MILE TO FORKS.  TAKE LEFT FORK ON CLAY
 BG4495'ROAD FOR 3.1 MILES TO FORKS.  KEEP RIGHT FORK ON MAIN ROAD FOR
 BG4495'0.75 MILE TO CAMERA SITE.  BEAR RIGHT ON SAND ROAD FOR ABOUT
 BG4495'50 YARDS TO STATION ON LEFT AS DESCRIBED.  CONTINUE EAST AND
 BG4495'SOUTH ON SAND ROAD FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT AS
 BG4495'DESCRIBED.
 BG4495'
 BG4495'CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH MARK V.G.
 BG4495'
 BG4495'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BG4495
 BG4495                          STATION RECOVERY (1956)
 BG4495
 BG4495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 BG4495'THE UNDERGROUND STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 1,
 BG4495'AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND TO BE IN
 BG4495'GOOD CONDITION.  THE SURFACE STATION MARK HAD BEEN HIT BY A
 BG4495'BULLDOZER AND MOVED SLIGHTLY FROM ITS ORIGINAL POSITION.  A NEW
 BG4495'SURFACE STATION MARK WAS SET, BY PLUMBING OVER THE UNDERGROUND
 BG4495'MARK.
 BG4495'
 BG4495'THE NEW MARK PROJECTS ABOUT 5 INCHES
 BG4495'AND THE DISK IS STAMPED ABLE 1955 1956.
 BG4495'
 BG4495'THIS STATION WAS NOT OCCUPIED.
 BG4495'
 BG4495'THE ORIGINAL DESCRIPTION OF LOCATION OF STATION AND THE TO REACH
 BG4495'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4588 ***********************************************************************
 AC4588  DESIGNATION -  ABLE 1966
 AC4588  PID         -  AC4588
 AC4588  STATE/COUNTY-  FL/COLLIER
 AC4588  USGS QUAD   -  MARCO ISLAND (1995)
 AC4588
 AC4588                         *CURRENT SURVEY CONTROL
 AC4588  ___________________________________________________________________
 AC4588* NAD 83(1990)-  25 54 31.45260(N)    081 43 43.09941(W)     ADJUSTED  
 AC4588* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 AC4588  ___________________________________________________________________
 AC4588  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AC4588  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AC4588
 AC4588  HORZ ORDER  -  THIRD
 AC4588
 AC4588.The horizontal coordinates were established by classical geodetic methods
 AC4588.and adjusted by the National Geodetic Survey in May 1991..
 AC4588
 AC4588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC4588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC4588
 AC4588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4588
 AC4588.The geoid height was determined by GEOID03.
 AC4588
 AC4588;                    North         East     Units Scale Factor Converg.
 AC4588;SPC FL E     -   174,707.474   126,997.151   MT  1.00000696   -0 19 06.2
 AC4588;SPC FL E     -   573,186.10    416,656.49   sFT  1.00000696   -0 19 06.2
 AC4588;UTM  17      - 2,865,779.846   427,022.060   MT  0.99966576   -0 19 06.2
 AC4588
 AC4588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4588!SPC FL E     -   1.00000208  x   1.00000696  =   1.00000904
 AC4588!UTM  17      -   1.00000208  x   0.99966576  =   0.99966784
 AC4588
 AC4588:                Primary Azimuth Mark                     Grid Az
 AC4588:SPC FL E     -  MARCO ISLAND TEL RELAY MAST              010 00 18.1
 AC4588:UTM  17      -  MARCO ISLAND TEL RELAY MAST              010 00 18.1
 AC4588
 AC4588|---------------------------------------------------------------------|
 AC4588| PID    Reference Object                     Distance      Geod. Az  |
 AC4588|                                                           dddmmss.s |
 AC4588| AC4609 MARCO ISLAND TEL RELAY MAST         APPROX. 4.4 KM 0094111.9 |
 AC4588| AC3260 CAXAMBAS RESET                      183.686 METERS 02244     |
 AC4588| AC3265 CAXAMBAS 2                          361.699 METERS 03527     |
 AC4588| AC4610 H 67 FL                              67.880 METERS 15113     |
 AC4588|---------------------------------------------------------------------|
 AC4588
 AC4588                          SUPERSEDED SURVEY CONTROL
 AC4588
 AC4588  NAD 83(1986)-  25 54 31.44887(N)    081 43 43.11463(W) AD(       ) 3
 AC4588  NAD 27      -  25 54 30.09000(N)    081 43 43.79779(W) AD(       ) 3
 AC4588  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 AC4588
 AC4588.Superseded values are not recommended for survey control.
 AC4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4588.See file dsdata.txt to determine how the superseded data were derived.
 AC4588
 AC4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2702265780(NAD 83)
 AC4588_MARKER: H = DRILL HOLE
 AC4588_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AC4588_SP_SET: OBJECT DRIVEN INTO GROUND
 AC4588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4588
 AC4588  HISTORY     - Date     Condition        Report By
 AC4588  HISTORY     - 1966     MONUMENTED       CGS
 AC4588  HISTORY     - 1978     GOOD             NGS
 AC4588  HISTORY     - 1980     GOOD             NOS
 AC4588  HISTORY     - 1981     GOOD             NOS
 AC4588
 AC4588                          STATION DESCRIPTION
 AC4588
 AC4588'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HDR)
 AC4588'STATION ABLE IS A RECOVERABLE TRAVERSE STATION THAT WAS
 AC4588'ESTABLISHED FOR THE SOLE PURPOSE OF LOCATING HYDROGRAPHIC
 AC4588'CONTROL STATION DUNE, 1966.  THE TRAVERSE WAS RUN USING THE
 AC4588'ELECTROTAPE, T-2, AND THIRD-ORDER METHODS.
 AC4588'
 AC4588'STATION IS LOCATED ON THE SOUTHERN TIP OF MARCO ISLAND, FLORIDA, ON
 AC4588'THE ROOF OF THE MOST SOUTHERLY BUILDING IN THE COMPLEX KNOWN AS
 AC4588'THE USAF MISSILE TRACKING STATION.  THE GROUP OF BUILDINGS IS
 AC4588'NOW OCCUPIED BY MACKLE CONSTRUCTION COMPANY.
 AC4588'
 AC4588'THE STATION IS MARKED BY A HOLE IN THE CONCRETE FOOTING OF THE OLD
 AC4588'RADAR TOWER.  SURROUNDING THE STATION MARK ARE THREE MORE HOLES,
 AC4588'SIX INCHES FROM THE CENTER OF THE STATION MARK, FORMING A
 AC4588'TRIANGLE ABOUT THE STATION.
 AC4588
 AC4588                          STATION RECOVERY (1978)
 AC4588
 AC4588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RST)
 AC4588'THE STATION WAS RECOVERED AS DESCRIBED BY THE 1966 DATA.
 AC4588'THE MACKLE CONSERVATION COMPANY IS NOW THE DELTONA CONSTRUCTION
 AC4588'COMPANY.
 AC4588
 AC4588                          STATION RECOVERY (1980)
 AC4588
 AC4588'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AC4588'THE STATION WAS RECOVERED AS DESCRIBED.  THE PROPERTY HAS RECENTLY
 AC4588'BEEN SOLD AND THE BUILDING THE STATION IS LOCATED ON WILL BE
 AC4588'DESTROYED IN THE NEAR FUTURE.
 AC4588'
 AC4588'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.60 M.
 AC4588
 AC4588                          STATION RECOVERY (1981)
 AC4588
 AC4588'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AC4588'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION AND BUILDING
 AC4588'IS SCHEDULED TO BE DESTROYED IN THE IMMEDIATE FUTURE.
 AC4588'
 AC4588'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.66 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1844 ***********************************************************************
 BG1844  DESIGNATION -  ABLE RM 1
 BG1844  PID         -  BG1844
 BG1844  STATE/COUNTY-  FL/ESCAMBIA
 BG1844  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1844
 BG1844                         *CURRENT SURVEY CONTROL
 BG1844  ___________________________________________________________________
 BG1844* NAD 83(1986)-  30 19 06.     (N)    087 15 13.     (W)     SCALED    
 BG1844* NAVD 88     -         4.71   (+/-2cm)      15.5    (feet)  VERTCON   
 BG1844  ___________________________________________________________________
 BG1844  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BG1844
 BG1844  VERT ORDER  -  ? (See Below)
 BG1844
 BG1844.The horizontal coordinates were scaled from a topographic map and have
 BG1844.an estimated accuracy of +/- 6 seconds.
 BG1844
 BG1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG1844.The vertical order pertains to the NGVD 29 superseded value.
 BG1844
 BG1844.The geoid height was determined by GEOID03.
 BG1844
 BG1844;                    North         East    Units  Estimated Accuracy
 BG1844;SPC FL N     -   149,330.      335,210.      MT  (+/- 180 meters Scaled)
 BG1844
 BG1844                          SUPERSEDED SURVEY CONTROL
 BG1844
 BG1844  NGVD 29 (??/??/92)    4.783  (m)           15.69   (f) ADJ UNCH    ?  
 BG1844
 BG1844.Superseded values are not recommended for survey control.
 BG1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1844.See file dsdata.txt to determine how the superseded data were derived.
 BG1844
 BG1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU756540(NAD 83)
 BG1844_MARKER: DR = REFERENCE MARK DISK
 BG1844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG1844_SP_SET: BUILDING TOP
 BG1844_STAMPING: ABLE NO 1 1942
 BG1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1844
 BG1844  HISTORY     - Date     Condition        Report By
 BG1844  HISTORY     - 1942     MONUMENTED       CGS
 BG1844
 BG1844                          STATION DESCRIPTION
 BG1844
 BG1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BG1844'AT SANTA ROSA ISLAND.
 BG1844'ON SANTA ROSA ISLAND, ESCAMBIA COUNTY, 0.2 MILE EAST OF THE
 BG1844'SANTA ROSA COAST GUARD STATION, NEAR A SMALL POWER-PLANT
 BG1844'BUILDING, AT A SMALLER BUILDING ADJOINING THE PLANT TO THE
 BG1844'NORTH, AND IN THE CONCRETE TOP OF THE BUILDING.  A STANDARD
 BG1844'REFERENCE-MARK DISK, STAMPED ABLE NO 1 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2123 ***********************************************************************
 BG2123  DESIGNATION -  AC 12 USE
 BG2123  PID         -  BG2123
 BG2123  STATE/COUNTY-  FL/OKALOOSA
 BG2123  USGS QUAD   -  DESTIN (1994)
 BG2123
 BG2123                         *CURRENT SURVEY CONTROL
 BG2123  ___________________________________________________________________
 BG2123* NAD 83(1986)-  30 28 55.     (N)    086 29 55.     (W)     SCALED    
 BG2123* NAVD 88     -         6.157  (meters)      20.20   (feet)  ADJUSTED  
 BG2123  ___________________________________________________________________
 BG2123  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG2123  DYNAMIC HT  -           6.149 (meters)      20.17  (feet)  COMP
 BG2123  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BG2123
 BG2123  VERT ORDER  -  FIRST     CLASS I
 BG2123
 BG2123.The horizontal coordinates were scaled from a topographic map and have
 BG2123.an estimated accuracy of +/- 6 seconds.
 BG2123
 BG2123.The orthometric height was determined by differential leveling
 BG2123.and adjusted by the National Geodetic Survey in June 1991..
 BG2123
 BG2123.The geoid height was determined by GEOID03.
 BG2123
 BG2123.The dynamic height is computed by dividing the NAVD 88
 BG2123.geopotential number by the normal gravity value computed on the
 BG2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2123.degrees latitude (g = 980.6199 gals.).
 BG2123
 BG2123.The modeled gravity was interpolated from observed gravity values.
 BG2123
 BG2123;                    North         East    Units  Estimated Accuracy
 BG2123;SPC FL N     -   165,950.      408,120.      MT  (+/- 180 meters Scaled)
 BG2123
 BG2123                          SUPERSEDED SURVEY CONTROL
 BG2123
 BG2123  NGVD 29 (??/??/92)    6.278  (m)           20.60   (f) ADJ UNCH    1 1
 BG2123
 BG2123.Superseded values are not recommended for survey control.
 BG2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2123.See file dsdata.txt to determine how the superseded data were derived.
 BG2123
 BG2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU481722(NAD 83)
 BG2123_MARKER: DD = SURVEY DISK
 BG2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2123_STAMPING: AC 12 1967
 BG2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2123+STABILITY: SURFACE MOTION
 BG2123
 BG2123  HISTORY     - Date     Condition        Report By
 BG2123  HISTORY     - 1967     MONUMENTED       DOD
 BG2123  HISTORY     - 1967     GOOD             NGS
 BG2123
 BG2123                          STATION DESCRIPTION
 BG2123
 BG2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG2123'AT EGLIN AFB.
 BG2123'AT EGLIN AIR FORCE BASE, ABOUT 0.7 MILE SOUTHWEST ALONG EGLIN
 BG2123'BLVD FROM THE EAST MAIN GATE, IN SECTION 24, R 23 W, T 1 S,
 BG2123'AT THE INTERSECTION OF EGLIN BLVD AND SEVENTH STREET, 74 FEET
 BG2123'NORTHWEST OF THE CENTER LINE OF EGLIN BLVD, 26 FEET NORTHEAST
 BG2123'OF THE NORTHEAST EXTENDED CURB LINE OF SEVENTH STREET, 44 FEET
 BG2123'SOUTH OF THE SOUTH CORNER OF BUILDING 17, 5.5 FEET NORTH OF
 BG2123'THE NORTH EDGE OF A SIDEWALK, 2 FEET SOUTHEAST OF A WOODEN
 BG2123'WITNESS POST, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE
 BG2123'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8929 ***********************************************************************
 DG8929  DESIGNATION -  ACA 1
 DG8929  PID         -  DG8929
 DG8929  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8929  USGS QUAD   -  ZEPHYRHILLS (1993)
 DG8929
 DG8929                         *CURRENT SURVEY CONTROL
 DG8929  ___________________________________________________________________
 DG8929* NAD 83(1999)-  28 07 41.54891(N)    082 09 09.64842(W)     ADJUSTED  
 DG8929* NAVD 88     -        26.0    (meters)      85.     (feet)  GPS OBS   
 DG8929  ___________________________________________________________________
 DG8929  X           -     768,553.471 (meters)                     COMP
 DG8929  Y           -  -5,576,322.062 (meters)                     COMP
 DG8929  Z           -   2,989,042.819 (meters)                     COMP
 DG8929  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DG8929  ELLIP HEIGHT-           0.06  (meters)          (12/06/04) GPS OBS
 DG8929  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DG8929
 DG8929  HORZ ORDER  -  FIRST
 DG8929  ELLP ORDER  -  FOURTH    CLASS I
 DG8929
 DG8929.The horizontal coordinates were established by GPS observations
 DG8929.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8929
 DG8929.The orthometric height was determined by GPS observations and a
 DG8929.high-resolution geoid model.
 DG8929
 DG8929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8929
 DG8929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8929
 DG8929.The ellipsoidal height was determined by GPS observations
 DG8929.and is referenced to NAD 83.
 DG8929
 DG8929.The geoid height was determined by GEOID03.
 DG8929
 DG8929;                    North         East     Units Scale Factor Converg.
 DG8929;SPC FL W     -   420,425.648   185,000.783   MT  0.99994395   -0 04 19.1
 DG8929;SPC FL W     - 1,379,346.48    606,956.74   sFT  0.99994395   -0 04 19.1
 DG8929;UTM  17      - 3,111,941.658   386,795.731   MT  0.99975817   -0 32 36.5
 DG8929
 DG8929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8929!SPC FL W     -   0.99999999  x   0.99994395  =   0.99994394
 DG8929!UTM  17      -   0.99999999  x   0.99975817  =   0.99975816
 DG8929
 DG8929                          SUPERSEDED SURVEY CONTROL
 DG8929
 DG8929.No superseded survey control is available for this station.
 DG8929
 DG8929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8679611942(NAD 83)
 DG8929_MARKER: DD = SURVEY DISK
 DG8929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8929_STAMPING: ACA1 2000
 DG8929_MARK LOGO: FL-057
 DG8929_PROJECTION: RECESSED 23 CENTIMETERS
 DG8929_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8929+STABILITY: SURFACE MOTION
 DG8929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8929+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 DG8929
 DG8929  HISTORY     - Date     Condition        Report By
 DG8929  HISTORY     - 20010209 MONUMENTED       FL-057
 DG8929
 DG8929                          STATION DESCRIPTION
 DG8929
 DG8929'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8929'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA,  ABOUT 21.7
 DG8929'MILES NORTHEAST OF THE CITY OF TAMPA, 7.0 MILES NORTH  OF PLANT CITY.
 DG8929'IN SECTION 19 TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DG8929'OWNERSHIP--HILLSBOROUGH COUNTY                                      TO
 DG8929'REACH THE STATION FROM THE INTERSECTION OF KNIGHTS GRIFFIN RD.  AND
 DG8929'C.R. 39 (PAUL BUCHMAN HWY.) PROCEED NORTH ON C.R.39 FOR 3.65  MILES TO
 DG8929'PATRINOSTRO RD, TURN LEFT (WEST) AND GO 0.3 MILES TO THE  STATION ON
 DG8929'THE LEFT (SOUTH) SIDE OF THE ROAD. STATION IS LOCATED IN THE
 DG8929'BLACKWATER CREEK ELAPP PROPERTY. STATION IS A 24 INCH ROUND CONCRETE
 DG8929'MONUMENT. RECESSED 9 INCHES  BELOW THE GROUND.
 DG8929' 
 DG8929'2.0 FT NORTH OF A METAL WITNESS POST AND HILLSBOROUGH COUNTY  SIGN.
 DG8929'53.9 FT SOUTH OF A NAIL AND HILLS COUNTY DISK IN THE SOUTH EDGE OF
 DG8929'PAVEMENT OF PATRINOSTRO RD. 22.9 FT SOUTH OF A BARB-WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8980 ***********************************************************************
 DG8980  DESIGNATION -  ACA 2
 DG8980  PID         -  DG8980
 DG8980  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8980  USGS QUAD   -  LITHIA (1987)
 DG8980
 DG8980                         *CURRENT SURVEY CONTROL
 DG8980  ___________________________________________________________________
 DG8980* NAD 83(1999)-  27 46 12.50881(N)    082 11 54.00973(W)     ADJUSTED  
 DG8980* NAVD 88     -        39.1    (meters)     128.     (feet)  GPS OBS   
 DG8980  ___________________________________________________________________
 DG8980  X           -     766,635.971 (meters)                     COMP
 DG8980  Y           -  -5,595,370.539 (meters)                     COMP
 DG8980  Z           -   2,953,997.101 (meters)                     COMP
 DG8980  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DG8980  ELLIP HEIGHT-          14.02  (meters)          (12/06/04) GPS OBS
 DG8980  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 DG8980
 DG8980  HORZ ORDER  -  FIRST
 DG8980  ELLP ORDER  -  FOURTH    CLASS I
 DG8980
 DG8980.The horizontal coordinates were established by GPS observations
 DG8980.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8980
 DG8980.The orthometric height was determined by GPS observations and a
 DG8980.high-resolution geoid model.
 DG8980
 DG8980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8980
 DG8980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8980
 DG8980.The ellipsoidal height was determined by GPS observations
 DG8980.and is referenced to NAD 83.
 DG8980
 DG8980.The geoid height was determined by GEOID03.
 DG8980
 DG8980;                    North         East     Units Scale Factor Converg.
 DG8980;SPC FL W     -   380,753.863   180,451.185   MT  0.99994589   -0 05 32.7
 DG8980;SPC FL W     - 1,249,189.97    592,030.26   sFT  0.99994589   -0 05 32.7
 DG8980;UTM  17      - 3,072,315.548   381,922.603   MT  0.99977209   -0 33 30.2
 DG8980
 DG8980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8980!SPC FL W     -   0.99999780  x   0.99994589  =   0.99994369
 DG8980!UTM  17      -   0.99999780  x   0.99977209  =   0.99976989
 DG8980
 DG8980                          SUPERSEDED SURVEY CONTROL
 DG8980
 DG8980.No superseded survey control is available for this station.
 DG8980
 DG8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8192372316(NAD 83)
 DG8980_MARKER: DD = SURVEY DISK
 DG8980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8980_STAMPING: ACA 2 2000
 DG8980_MARK LOGO: FL-057
 DG8980_PROJECTION: RECESSED 10 CENTIMETERS
 DG8980_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8980+STABILITY: SURFACE MOTION
 DG8980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8980+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 DG8980
 DG8980  HISTORY     - Date     Condition        Report By
 DG8980  HISTORY     - 20010306 MONUMENTED       FL-057
 DG8980
 DG8980                          STATION DESCRIPTION
 DG8980
 DG8980'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8980'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA ABOUT 20.0
 DG8980'MILES SOUTH EAST OF THE CITY OF TAMPA, 4.0 MILES  NORTHWEST OF FORT
 DG8980'LONESOME IN SECTION 22 TOWNESHIP 31 SOUTH,   RANGE 21 EAST.
 DG8980'OWNERSHIP-- HILLSBOROUGH COUNTY. TO REACH THE STATION FROM THE
 DG8980'INTERSECTION OF C.R. 39 AND C.R.672.,  PROCEED WEST ON C.R. 672 FOR
 DG8980'3.25 MILES TO THE ENTRANCE OF THE  SOUTHEAST COUNTY LANDFILL ENTRANCE
 DG8980'ROAD., TURN RIGHT (NORTH)  AND GO 0.5 MILES TO THE STATION ON THE LEFT
 DG8980'(WEST) SIDE OF THE ROAD. STATION IS A 24 INCH ROUND CONCRETE MONUMENT.
 DG8980'RECESSED 4 INCHES  BELOW THE GROUND.
 DG8980' 
 DG8980'2.0 FT SOUTHEAST OF A METAL WITNESS POST AND HILLSBOROUGH  COUNTY
 DG8980'SIGN. 4.5 FT NORTHWEST OF A HOG WIRE FENCE.  54.0 FT WEST-NORTHWEST OF
 DG8980'A NAIL AND HILLS COUNTY DISK IN THE WEST  EDGE OF PAVEMENT OF ENTRANCE
 DG8980'RD. TO SOUTHEAST COUNTY LANDFILL. 42.7 FT NORTH OF A NAIL AND HILLS
 DG8980'COUNTY DISK IN THE EAST FACE OF  WOOD POWER POLE (NO NUMBERS) 80.0
 DG8980'FT'+/- NORTHERLY OF A DITCH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8714 ***********************************************************************
 AD8714  DESIGNATION -  ACCESS
 AD8714  PID         -  AD8714
 AD8714  STATE/COUNTY-  FL/PALM BEACH
 AD8714  USGS QUAD   -  SOUTH OF OKEELANTA (1974)
 AD8714
 AD8714                         *CURRENT SURVEY CONTROL
 AD8714  ___________________________________________________________________
 AD8714* NAD 83(1999)-  26 26 08.82294(N)    080 41 18.80594(W)     ADJUSTED  
 AD8714* NAVD 88     -         3.7    (meters)      12.     (feet)  GPS OBS   
 AD8714  ___________________________________________________________________
 AD8714  X           -     924,687.916 (meters)                     COMP
 AD8714  Y           -  -5,639,669.823 (meters)                     COMP
 AD8714  Z           -   2,822,366.358 (meters)                     COMP
 AD8714  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AD8714  ELLIP HEIGHT-         -21.24  (meters)          (06/19/01) GPS OBS
 AD8714  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AD8714
 AD8714  HORZ ORDER  -  FIRST
 AD8714  ELLP ORDER  -  FOURTH    CLASS I
 AD8714
 AD8714.The horizontal coordinates were established by GPS observations
 AD8714.and adjusted by the National Geodetic Survey in June 2001..
 AD8714
 AD8714.The orthometric height was determined by GPS observations and a
 AD8714.high-resolution geoid model.
 AD8714
 AD8714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8714
 AD8714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8714
 AD8714.The ellipsoidal height was determined by GPS observations
 AD8714.and is referenced to NAD 83.
 AD8714
 AD8714.The geoid height was determined by GEOID03.
 AD8714
 AD8714;                    North         East     Units Scale Factor Converg.
 AD8714;SPC FL E     -   232,930.704   231,063.264   MT  0.99995309   +0 08 19.2
 AD8714;SPC FL E     -   764,206.82    758,080.06   sFT  0.99995309   +0 08 19.2
 AD8714;UTM  17      - 2,923,983.211   531,052.665   MT  0.99961190   +0 08 19.2
 AD8714
 AD8714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8714!SPC FL E     -   1.00000334  x   0.99995309  =   0.99995643
 AD8714!UTM  17      -   1.00000334  x   0.99961190  =   0.99961524
 AD8714
 AD8714                          SUPERSEDED SURVEY CONTROL
 AD8714
 AD8714  NAD 83(1990)-  26 26 08.82172(N)    080 41 18.80577(W) AD(       ) 1
 AD8714  ELLIP H (04/22/94)  -21.18   (m)                       GP(       ) 3 2
 AD8714
 AD8714.Superseded values are not recommended for survey control.
 AD8714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8714.See file dsdata.txt to determine how the superseded data were derived.
 AD8714
 AD8714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3105323983(NAD 83)
 AD8714_MARKER: DD = SURVEY DISK
 AD8714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8714_SP_SET: CONCRETE POST
 AD8714_STAMPING: ACCESS
 AD8714_MARK LOGO: FL-099
 AD8714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8714+STABILITY: SURFACE MOTION
 AD8714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8714+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8714
 AD8714  HISTORY     - Date     Condition        Report By
 AD8714  HISTORY     - 1992     MONUMENTED       FL-099
 AD8714
 AD8714                          STATION DESCRIPTION
 AD8714
 AD8714'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1992
 AD8714'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 27 AND STATE ROUTE
 AD8714'80 IN SOUTH BAY, GO SOUTH ON US ROUTE 27 FOR 15.5 MI (24.9 KM) TO A
 AD8714'PAVED ROAD ON THE RIGHT (ENTRANCE TO TALISMAN SUGAR CORPORATION).
 AD8714'TURN RIGHT ON THE ENTRANCE ROAD, PASSING THROUGH A GUARD HOUSE AND
 AD8714'OFFICE COMPLEX AND GO WEST FOR 2.4 MI (3.9 KM) TO A CANAL CROSSING ON
 AD8714'THE LEFT. TURN LEFT AND GO SOUTH ACROSS THE CANAL. TURN RIGHT AND GO
 AD8714'WEST FOR 1.05 MI (1.69 KM) TO A SHELL ROAD TO THE LEFT ON THE EAST
 AD8714'SIDE OF A SMALL CANAL. TURN LEFT AND GO SOUTH ON THE SHELL ROAD FOR
 AD8714'1.45 MI (2.33 KM) TO THE END OF THE SHELL ROAD AND THE STATION IN THE
 AD8714'CENTER OF THE ROAD, 27 FEET EAST OF A CANAL TO THE EAST AND IN THE
 AD8714'CENTER OF SHELL ROADS RUNNING TO THE NORTH AND EAST.
 AD8714'THE STATION IS NORTHEAST 64.7 FT (19.7 M) FROM A PK NAIL AND WASHER
 AD8714'SET IN THE TOP OF THE CONCRETE RIPRAP AT THE EAST END OF A SMALL
 AD8714'CANAL, SOUTHEAST 39.7 FT (12.1 M) FROM A PK NAIL AND WASHER SET IN
 AD8714'THE TOP OF THE CONCRETE RIPRAP AT THE SOUTH END OF A CANAL, SOUTHEAST
 AD8714'30.0 FT (9.1 M) FROM A PK NAIL AND WASHER SET IN THE CONCRETE RIPRAP
 AD8714'AT THE SOUTH END OF A CANAL, AND NORTH 17.4 FT (5.3 M) FROM THE BASE
 AD8714'OF A METAL POST WITH A PALM BEACH COUNTY SURVEY WITNESS SIGN. THE
 AD8714'STATION IS 0.4 FT (0.1 M) BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4638 ***********************************************************************
 BG4638  DESIGNATION -  ACCOUNT
 BG4638  PID         -  BG4638
 BG4638  STATE/COUNTY-  FL/OKALOOSA
 BG4638  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4638
 BG4638                         *CURRENT SURVEY CONTROL
 BG4638  ___________________________________________________________________
 BG4638* NAD 83(1990)-  30 25 46.45707(N)    086 37 23.28494(W)     ADJUSTED  
 BG4638* NAVD 88     -        -0.3    (meters)      -1.     (feet)  VERTCON   
 BG4638  ___________________________________________________________________
 BG4638  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BG4638  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4638
 BG4638  HORZ ORDER  -  THIRD
 BG4638
 BG4638.The horizontal coordinates were established by classical geodetic methods
 BG4638.and adjusted by the National Geodetic Survey in December 1992..
 BG4638
 BG4638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4638
 BG4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4638
 BG4638.The geoid height was determined by GEOID03.
 BG4638
 BG4638;                    North         East     Units Scale Factor Converg.
 BG4638;SPC FL N     -   160,364.413   396,054.834   MT  0.99995887   -1 04 00.9
 BG4638;SPC FL N     -   526,128.91  1,299,389.90   sFT  0.99995887   -1 04 00.9
 BG4638;UTM  16      - 3,366,447.186   536,190.348   MT  0.99961616   +0 11 27.2
 BG4638
 BG4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4638!SPC FL N     -   1.00000433  x   0.99995887  =   0.99996320
 BG4638!UTM  16      -   1.00000433  x   0.99961616  =   0.99962049
 BG4638
 BG4638                          SUPERSEDED SURVEY CONTROL
 BG4638
 BG4638  NAD 83(1990)-  30 25 46.45821(N)    086 37 23.28467(W) AD(       ) 3
 BG4638  NAD 83(1986)-  30 25 46.47804(N)    086 37 23.29038(W) AD(       ) 3
 BG4638  NGVD 29 (11/30/89)   -0.2    (m)           -1.     (f) VERT ANG       
 BG4638
 BG4638.Superseded values are not recommended for survey control.
 BG4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4638.See file dsdata.txt to determine how the superseded data were derived.
 BG4638
 BG4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3619066447(NAD 83)
 BG4638_MARKER: N = NAIL
 BG4638_SETTING: 0 = UNSPECIFIED SETTING
 BG4638_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4638
 BG4638  HISTORY     - Date     Condition        Report By
 BG4638  HISTORY     - 1987     MONUMENTED       NOS
 BG4638
 BG4638                          STATION DESCRIPTION
 BG4638
 BG4638'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JDS)
 BG4638'STATION IS LOCATED ON A PIER IN CINCON BAYOU.
 BG4638'
 BG4638'TO REACH STATION BY BOAT PROCEED TO A PIER ON S SHORE APPROXIMATELY
 BG4638'0.75 MI W OF EGLIN BRIDGE ON PRIVATE PIER OWNED BY MR. BRYAN
 BG4638'BRENTWOOD.  STATION IS 0.810 M E OF W EDGE OF PIER, 0.960 M S OF N
 BG4638'EDGE OF PIER, AND 1.035 M SE OF A WATER FAUCET ON PIER.
 BG4638'
 BG4638'STATION IS PK NAIL.
 BG4638'
 BG4638'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4638'
 BG4638'DESCRIBED BY S.D. LAREAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8967 ***********************************************************************
 DG8967  DESIGNATION -  ACEVEDO
 DG8967  PID         -  DG8967
 DG8967  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8967  USGS QUAD   -  DOVER (1987)
 DG8967
 DG8967                         *CURRENT SURVEY CONTROL
 DG8967  ___________________________________________________________________
 DG8967* NAD 83(1999)-  27 54 16.89729(N)    082 14 07.65641(W)     ADJUSTED  
 DG8967* NAVD 88     -        25.8    (meters)      85.     (feet)  GPS OBS   
 DG8967  ___________________________________________________________________
 DG8967  X           -     762,068.081 (meters)                     COMP
 DG8967  Y           -  -5,588,955.482 (meters)                     COMP
 DG8967  Z           -   2,967,176.026 (meters)                     COMP
 DG8967  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG8967  ELLIP HEIGHT-           0.67  (meters)          (12/06/04) GPS OBS
 DG8967  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 DG8967
 DG8967  HORZ ORDER  -  FIRST
 DG8967  ELLP ORDER  -  FOURTH    CLASS I
 DG8967
 DG8967.The horizontal coordinates were established by GPS observations
 DG8967.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8967
 DG8967.The orthometric height was determined by GPS observations and a
 DG8967.high-resolution geoid model.
 DG8967
 DG8967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8967
 DG8967.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8967
 DG8967.The ellipsoidal height was determined by GPS observations
 DG8967.and is referenced to NAD 83.
 DG8967
 DG8967.The geoid height was determined by GEOID03.
 DG8967
 DG8967;                    North         East     Units Scale Factor Converg.
 DG8967;SPC FL W     -   395,670.178   176,820.685   MT  0.99994781   -0 06 36.7
 DG8967;SPC FL W     - 1,298,127.91    580,119.20   sFT  0.99994781   -0 06 36.7
 DG8967;UTM  17      - 3,087,258.425   378,414.403   MT  0.99978246   -0 34 41.8
 DG8967
 DG8967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8967!SPC FL W     -   0.99999989  x   0.99994781  =   0.99994770
 DG8967!UTM  17      -   0.99999989  x   0.99978246  =   0.99978235
 DG8967
 DG8967                          SUPERSEDED SURVEY CONTROL
 DG8967
 DG8967.No superseded survey control is available for this station.
 DG8967
 DG8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7841487258(NAD 83)
 DG8967_MARKER: DD = SURVEY DISK
 DG8967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8967_STAMPING: ACEVEDO 2000
 DG8967_MARK LOGO: FL-057
 DG8967_PROJECTION: RECESSED 23 CENTIMETERS
 DG8967_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8967+STABILITY: SURFACE MOTION
 DG8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8967+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2001
 DG8967
 DG8967  HISTORY     - Date     Condition        Report By
 DG8967  HISTORY     - 20010206 MONUMENTED       FL-057
 DG8967
 DG8967                          STATION DESCRIPTION
 DG8967
 DG8967'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8967'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA ABOUT 13.75
 DG8967'MILES EAST-SOUTHEAST OF THE CITY OF TAMPA, 3.75 MILES  SOUTHEAST OF
 DG8967'BRANDON, IN SECTION 5 TOWNESHIP 30  SOUTH, RANGE  21 EAST. OWNERSHIP--
 DG8967'HILLSBOROUGH COUNTY. TO REACH THE STATION FROM THE INTERSECTION OF
 DG8967'DURANT RD. AND  MILLER RD. PROCEED SOUTH ON MILLER RD. FOR 0.35 MILES
 DG8967'TO BUCKNELL  DR., TURN LEFT EAST AND FOLLOW BUCKNELL DR. AS IT CURVES
 DG8967'RIGHT  SOUTH THEN BACK LEFT (EAST) FOR 0.5 MILES TO SABLEWOOD DR,.
 DG8967'TURN  RIGHT (SOUTH) AND FOLLOW SABLEWOOD DR., AS IT CURVES LEFT (EAST)
 DG8967'FOR  0.15 MILES TO GREEN VALLEY ST., TURN (LEFT) NORTH AND GO 0.1
 DG8967'MILES TO  BUCKHORN PARK ENTRANCE ON THE RIGHT (EAST) SIDE OF THE ROAD,
 DG8967'AND  GO 180.0 FT ON THE ENTRANCE ROAD TO THE STATION ON THE LEFT
 DG8967'(NORTH) SIDE OF THE ROAD. STATION IS A 24 INCH CONCRETE MONUMENT.
 DG8967'RECESSED 9 INCHES BELOW  THE GROUND.
 DG8967' 
 DG8967'7.7 FT SOUTH OF A METAL WITNESS POST AND HILLSBOROUGH COUNTY  SIGN 7.9
 DG8967'FT SOUTH OF A 6.0 FT CHAIN LINK FENCE. 20.3 FT NORTH OF A NAIL AND
 DG8967'HILLS COUNTY DISK IN THE NORTH EDGE OF  PAVEMENT OF THE ENTRANCE ROAD.
 DG8967'79.8 FT WEST OF A  NAIL AND HILLS COUNTY DISK IN THE SOUTH FACE OF A 8
 DG8967'INCH OAK TREE 141.6 FT EAST OF A BLOCK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7382 ***********************************************************************
 AG7382  DESIGNATION -  ACLINE 2
 AG7382  PID         -  AG7382
 AG7382  STATE/COUNTY-  FL/CHARLOTTE
 AG7382  USGS QUAD   -  PUNTA GORDA (1987)
 AG7382
 AG7382                         *CURRENT SURVEY CONTROL
 AG7382  ___________________________________________________________________
 AG7382* NAD 83(1990)-  26 53 33.16074(N)    082 01 30.72297(W)     ADJUSTED  
 AG7382* NAVD 88     -         1.810  (meters)       5.94   (feet)  ADJUSTED  
 AG7382  ___________________________________________________________________
 AG7382  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AG7382  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7382  DYNAMIC HT  -           1.807 (meters)       5.93  (feet)  COMP
 AG7382  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 AG7382
 AG7382  HORZ ORDER  -  THIRD
 AG7382  VERT ORDER  -  SECOND    CLASS II
 AG7382
 AG7382.The horizontal coordinates were established by classical geodetic methods
 AG7382.and adjusted by the National Geodetic Survey in May 1991..
 AG7382
 AG7382.The orthometric height was determined by differential leveling
 AG7382.and adjusted by the National Geodetic Survey in June 1991..
 AG7382
 AG7382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG7382
 AG7382.The geoid height was determined by GEOID03.
 AG7382
 AG7382.The dynamic height is computed by dividing the NAVD 88
 AG7382.geopotential number by the normal gravity value computed on the
 AG7382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7382.degrees latitude (g = 980.6199 gals.).
 AG7382
 AG7382.The modeled gravity was interpolated from observed gravity values.
 AG7382
 AG7382;                    North         East     Units Scale Factor Converg.
 AG7382;SPC FL W     -   283,498.661   197,496.469   MT  0.99994125   -0 00 41.0
 AG7382;SPC FL W     -   930,111.86    647,953.00   sFT  0.99994125   -0 00 41.0
 AG7382;UTM  17      - 2,974,945.709   398,184.772   MT  0.99972797   -0 27 49.5
 AG7382
 AG7382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7382!SPC FL W     -   1.00000349  x   0.99994125  =   0.99994474
 AG7382!UTM  17      -   1.00000349  x   0.99972797  =   0.99973146
 AG7382
 AG7382|---------------------------------------------------------------------|
 AG7382| PID    Reference Object                     Distance      Geod. Az  |
 AG7382|                                                           dddmmss.s |
 AG7382| AG1641 ACLINE                               17.718 METERS 06111     |
 AG7382| AG7380 ACLINE 2 RM 3                        20.986 METERS 14018     |
 AG7382| AG7383 ACLINE 2 RM 4                        12.119 METERS 31721     |
 AG7382| AG7381 ACLINE 2 AZ MK                      374.472 METERS 31927     |
 AG7382| AG1639 ACLINE AZ MK                                       3211535.9 |
 AG7382| AG7943 ACLINE 2 RM 5                         9.629 METERS 35029     |
 AG7382|---------------------------------------------------------------------|
 AG7382
 AG7382                          SUPERSEDED SURVEY CONTROL
 AG7382
 AG7382  NAD 83(1986)-  26 53 33.16081(N)    082 01 30.73757(W) AD(       ) 3
 AG7382  NAD 27      -  26 53 31.93630(N)    082 01 31.42001(W) AD(       ) 3
 AG7382  NGVD 29 (09/01/92)    2.159  (m)            7.08   (f) ADJUSTED    2 2
 AG7382
 AG7382.Superseded values are not recommended for survey control.
 AG7382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7382.See file dsdata.txt to determine how the superseded data were derived.
 AG7382
 AG7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9818574946(NAD 83)
 AG7382_MARKER: DS = TRIANGULATION STATION DISK
 AG7382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7382_SP_SET: CONCRETE POST
 AG7382_STAMPING: ACLINE 2 1980
 AG7382_MARK LOGO: NGS   
 AG7382_PROJECTION: FLUSH
 AG7382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7382+STABILITY: SURFACE MOTION
 AG7382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7382+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 AG7382
 AG7382  HISTORY     - Date     Condition        Report By
 AG7382  HISTORY     - 1980     MONUMENTED       NGS
 AG7382  HISTORY     - 1980     GOOD             NGS
 AG7382  HISTORY     - 1981     GOOD             NOS
 AG7382  HISTORY     - 1982     GOOD             FLDT
 AG7382  HISTORY     - 1983     GOOD             FLDT
 AG7382  HISTORY     - 1989     GOOD             USPSQD
 AG7382  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 AG7382  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 AG7382  HISTORY     - 20021225 GOOD             USPSQD
 AG7382  HISTORY     - 20060419 GOOD             USPSQD
 AG7382
 AG7382                          STATION DESCRIPTION
 AG7382
 AG7382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AG7382'STATION IS LOCATED ABOUT 3.4 MILES SOUTHEAST OF PUNTA GORDA, 0.4 MILE
 AG7382'NORTHWEST OF BRIDGE OVER ALLIGATOR CREEK, ABOUT 60 YARDS SOUTHWEST
 AG7382'OF THE RAILROAD TRACK AND AT THE JUNCTION OF U.S. HIGHWAY 41 AND
 AG7382'MADRID BOULEVARD.
 AG7382'
 AG7382'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 41 IN PUNTA GORDA,
 AG7382'GO SOUTHEAST ON HIGHWAY 41 FOR 3.4 MILES TO MADRID BOULEVARD AND THE
 AG7382'STATION ON RIGHT.
 AG7382'
 AG7382'STATION MARKS ARE STANDARD DISKS STAMPED ACLINE 2 1980.  THE SURFACE
 AG7382'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 AG7382'SET FLUSH WITH THE GROUND SURFACE.  IT IS 72.0 FEET SOUTHWEST OF THE
 AG7382'CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 41, 73.0 FEET SOUTHEAST
 AG7382'OF THE CENTER OF MADRID BOULEVARD, 167.0 FEET SOUTHEAST OF A SIGN
 AG7382'BURNT STORE GOLF AND RACQUET CLUB, 41.5 FEET SOUTHEAST OF A POWER
 AG7382'LINE POLE, 2.4 FEET NORTHWEST OF A METAL WITNESS POST, 2.2 FEET
 AG7382'SOUTHEAST OF A METAL WITNESS POST AND 2.0 FEET NORTHEAST OF THE
 AG7382'RIGHT-OF-WAY LINE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 AG7382'IRREGULAR MASS OF CONCRETE 36-INCHES BELOW THE GROUND SURFACE.
 AG7382'
 AG7382'REFERENCE MARK 3 A STANDARD DISK STAMPED ACLINE 2 NO 3 1980, IS SET
 AG7382'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 AG7382'WITH THE GROUND SURFACE.  IT IS 142.5 FEET SOUTHEAST OF THE CENTER
 AG7382'OF MADRID BOULEVARD, 73.0 FEET SOUTHWEST OF THE SOUTH BOUND LANE OF
 AG7382'U.S. HIGHWAY 41, 31.0 FEET EAST-SOUTHEAST OF A 12-INCH PINE TREE AND
 AG7382'1.1 FEET NORTHEAST OF A METAL WITNESS POST.
 AG7382'
 AG7382'REFERENCE MARK 4 A STANDARD DISK STAMPED ACLINE 2 NO 4 1980, IS SET
 AG7382'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 AG7382'WITH THE GROUND.  IT IS 73.0 FEET SOUTHWEST OF THE CENTER OF
 AG7382'U.S. HIGHWAY 41 SOUTH BOUND LANE, 34.0 FEET SOUTHEAST OF THE CENTER
 AG7382'OF MADRID BOULEVARD, 2.0 FEET SOUTHEAST OF A POWER LINE POLE AND 1.3
 AG7382'FEET SOUTHEAST OF A METAL WITNESS POST.
 AG7382'
 AG7382'AZIMUTH MARK, A STANDARD DISK STAMPED ACLINE 2 1980, IS SET IN THE
 AG7382'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 AG7382'SURFACE OF GROUND.  IT IS 64.5 FEET SOUTHWEST OF THE SOUTH BOUND
 AG7382'LANE OF HIGHWAYS CENTER, 2.0 FEET NORTHEAST OF POWER LINE POLE 82,
 AG7382'2.0 FEET NORTHEAST OF HIGHWAY RIGHT-OF-WAY AND 1.5 FEET NORTHEAST OF
 AG7382'A METAL WITNESS POST.
 AG7382'
 AG7382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON HIGHWAY
 AG7382'41 FOR 0.25 MILE TO MARK ON LEFT.
 AG7382
 AG7382                          STATION RECOVERY (1980)
 AG7382
 AG7382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AG7382'3.4 MI SE FROM PUNTA GORDA.
 AG7382'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG7382'U.S.HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 167.0 FEET SOUTHEAST OF THE
 AG7382'CENTER OF SIGN BURNT STORE GOLF AND RACQUET CLUB, 73.0 FEET
 AG7382'SOUTHEAST OF THE CENTER OF MADRID BOULVARD, 72.0 FEET SOUTHWEST
 AG7382'OF THE CENTER OF HIGHWAY 41, 41.5 FEET SOUTHEAST OF A POWERLINE
 AG7382'POLE.
 AG7382'THE MARK IS 2.2 FT  SE FROM A WITNESS POST.
 AG7382
 AG7382                          STATION RECOVERY (1981)
 AG7382
 AG7382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AG7382'THE STATION, REFERENCE MARK 3, AND THE AZIMUTH MARK WERE RECOVERED
 AG7382'AS DESCRIBED.  A THIRD-ORDER POSITION WAS SET ON THE AZIMUTH MARK.
 AG7382'THE STATION IS ALSO A BENCH MARK.
 AG7382'
 AG7382'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.72 METERS.
 AG7382
 AG7382                          STATION RECOVERY (1982)
 AG7382
 AG7382'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982
 AG7382'RECOVERED IN GOOD CONDITION.
 AG7382
 AG7382                          STATION RECOVERY (1983)
 AG7382
 AG7382'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983 (CBM)
 AG7382'HORIZONTAL DESCRIPTION FOR ACLINE 2 NOT AVAILABLE.  SEE NEW
 AG7382'DESCRIPTION.
 AG7382'
 AG7382'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF PUNTA GORDA AND
 AG7382'ABOUT 17 MILES NORTHWEST OF FORT MYERS, ON U.S. ROUTE 41 RIGHT-OF-WAY.
 AG7382'
 AG7382'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 17 AT PUNTA
 AG7382'GORDA, GO SOUTHEAST ALONG U.S. HIGHWAY 41 FOR 3.4 MILES TO STATION ON
 AG7382'SOUTHWEST SIDE OF U.S. HIGHWAY 41 SOUTHBOUND LANE.
 AG7382'
 AG7382'STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY BRASS DISK,
 AG7382'STAMPED---ACLINE 2 1980---, SET IN TOP OF ROUND CONCRETE MONUMENT THAT
 AG7382'IS 1 INCH BELOW GROUND.  IT IS 2.5 FEET NORTHWEST OF METAL WITNESS
 AG7382'POST, 40.8 FEET SOUTHEAST OF UTILITY POLE, 69.3 FEET SOUTHWEST OF
 AG7382'CENTER OF U.S. HIGHWAY 41 SOUTHBOUND LANE AND 73.5 FEET SOUTHEAST OF
 AG7382'MADRID BOULEVARD.
 AG7382'
 AG7382'REFERENCE MARK NUMBER 3 IS A STANDARD NATIONAL GEODETIC SURVEY BRASS
 AG7382'DISK, STAMPED---ACLINE NO 3 1980---, SET IN TOP OF ROUND CONCRETE
 AG7382'MONUMENT THAT IS 4 INCHES BELOW GROUND.  IT IS 1.0 FOOT NORTHEAST OF
 AG7382'METAL WITNESS POST, 30.5 FEET EAST-SOUTHEAST OF AN 8 INCH PINE TREE,
 AG7382'70.4 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE AND
 AG7382'142.4 FEET SOUTHEAST OF CENTER OF MADRID BOULEVARD.
 AG7382'
 AG7382'REFERENCE MARK NUMBER 4 HAD BEEN DISTURBED.  REFERENCE MARK NUMBER 4
 AG7382'DESTROYED AND REFERENCE MARK NUMBER 5 ESTABLISHED.
 AG7382'
 AG7382'REFERENCE MARK NUMBER 5 IS A STANDARD FLORIDA DEPARTMENT OF
 AG7382'TRANSPORTATION BRASS DISK, STAMPED---ACLINE 2 NO 5 1983---, SET FLUSH
 AG7382'IN DRILL HOLE IN CONCRETE CULVERT HEADWALL.  IT IS 7.0 FEET NORTHEAST
 AG7382'OF SOUTHWEST END OF HEADWALL, 22.5 FEET EAST OF UTILITY POLE, 47.5
 AG7382'FEET SOUTHEAST OF CENTER OF MADRID BOULEVARD AND 53 FEET SOUTHWEST OF
 AG7382'CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE.
 AG7382'
 AG7382'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY BRASS DISK,
 AG7382'STAMPED---ACLINE 2 1980---, SET IN TOP OF ROUND CONCRETE MONUMENT THAT
 AG7382'IS 2 INCHES BELOW GROUND.  IT IS 1.3 FEET NORTHEAST OF METAL WITNESS
 AG7382'POST, 1.5 FEET NORTHEAST OF UTILITY POLE, 63.5 FEET SOUTHWEST OF
 AG7382'CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE AND 130.5 FEET NORTHWEST OF
 AG7382'CENTER OF SOUTHWEST END OF CONCRETE PIPE.  IT IS ABOUT 0.25 MILE
 AG7382'NORTHWEST OF STATION.
 AG7382
 AG7382                          STATION RECOVERY (1989)
 AG7382
 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG7382'RECOVERED IN GOOD CONDITION.
 AG7382
 AG7382                          STATION RECOVERY (1992)
 AG7382
 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH)
 AG7382'MARK NOT FOUND.
 AG7382
 AG7382                          STATION RECOVERY (1995)
 AG7382
 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG7382'MARK NOT FOUND.
 AG7382
 AG7382                          STATION RECOVERY (2002)
 AG7382
 AG7382'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AG7382'RECOVERED IN GOOD CONDITION.
 AG7382
 AG7382                          STATION RECOVERY (2006)
 AG7382
 AG7382'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7381 ***********************************************************************
 AG7381  DESIGNATION -  ACLINE 2 AZ MK
 AG7381  PID         -  AG7381
 AG7381  STATE/COUNTY-  FL/CHARLOTTE
 AG7381  USGS QUAD   -  PUNTA GORDA (1987)
 AG7381
 AG7381                         *CURRENT SURVEY CONTROL
 AG7381  ___________________________________________________________________
 AG7381* NAD 83(1990)-  26 53 42.40462(N)    082 01 39.54583(W)     ADJUSTED  
 AG7381* NAVD 88     -         1.307  (meters)       4.29   (feet)  ADJUSTED  
 AG7381  ___________________________________________________________________
 AG7381  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AG7381  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7381  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 AG7381  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 AG7381
 AG7381  HORZ ORDER  -  THIRD
 AG7381  VERT ORDER  -  SECOND    CLASS II
 AG7381
 AG7381.The horizontal coordinates were established by classical geodetic methods
 AG7381.and adjusted by the National Geodetic Survey in May 1991..
 AG7381
 AG7381.The orthometric height was determined by differential leveling
 AG7381.and adjusted by the National Geodetic Survey in June 1991..
 AG7381
 AG7381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG7381
 AG7381.The geoid height was determined by GEOID03.
 AG7381
 AG7381.The dynamic height is computed by dividing the NAVD 88
 AG7381.geopotential number by the normal gravity value computed on the
 AG7381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7381.degrees latitude (g = 980.6199 gals.).
 AG7381
 AG7381.The modeled gravity was interpolated from observed gravity values.
 AG7381
 AG7381;                    North         East     Units Scale Factor Converg.
 AG7381;SPC FL W     -   283,783.206   197,253.061   MT  0.99994127   -0 00 45.0
 AG7381;SPC FL W     -   931,045.40    647,154.42   sFT  0.99994127   -0 00 45.0
 AG7381;UTM  17      - 2,975,232.106   397,943.670   MT  0.99972858   -0 27 53.7
 AG7381
 AG7381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7381!SPC FL W     -   1.00000357  x   0.99994127  =   0.99994484
 AG7381!UTM  17      -   1.00000357  x   0.99972858  =   0.99973215
 AG7381
 AG7381:                Primary Azimuth Mark                     Grid Az
 AG7381:SPC FL W     -  ACLINE AZ MK                             025 56 39.1
 AG7381:UTM  17      -  ACLINE AZ MK                             026 23 47.8
 AG7381
 AG7381|---------------------------------------------------------------------|
 AG7381| PID    Reference Object                     Distance      Geod. Az  |
 AG7381|                                                           dddmmss.s |
 AG7381| AG1639 ACLINE AZ MK                                       0255554.1 |
 AG7381| AG1641 ACLINE                              378.473 METERS 13649     |
 AG7381| AG7382 ACLINE 2                            374.472 METERS 13927     |
 AG7381| AG0996 WCCF RADIO MAST SE                  APPROX. 2.3 KM 2652703.3 |
 AG7381| AG1056 WCCF RADIO MAST NW                  APPROX. 2.3 KM 2663327.9 |
 AG7381|---------------------------------------------------------------------|
 AG7381
 AG7381                          SUPERSEDED SURVEY CONTROL
 AG7381
 AG7381  NAD 83(1986)-  26 53 42.40456(N)    082 01 39.56051(W) AD(       ) 3
 AG7381  NAD 27      -  26 53 41.18030(N)    082 01 40.24270(W) AD(       ) 3
 AG7381  NGVD 29 (09/01/92)    1.657  (m)            5.44   (f) ADJUSTED    2 2
 AG7381
 AG7381.Superseded values are not recommended for survey control.
 AG7381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7381.See file dsdata.txt to determine how the superseded data were derived.
 AG7381
 AG7381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9794475232(NAD 83)
 AG7381_MARKER: DZ = AZIMUTH MARK DISK
 AG7381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7381_SP_SET: CONCRETE POST
 AG7381_STAMPING: ACLINE 2 1980
 AG7381_MARK LOGO: NGS   
 AG7381_PROJECTION: FLUSH
 AG7381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7381+STABILITY: SURFACE MOTION
 AG7381
 AG7381  HISTORY     - Date     Condition        Report By
 AG7381  HISTORY     - 1980     MONUMENTED       NGS
 AG7381  HISTORY     - 1981     GOOD             NOS
 AG7381  HISTORY     - 1982     GOOD             FLDT
 AG7381  HISTORY     - 1989     GOOD             USPSQD
 AG7381  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 AG7381  HISTORY     - 19950614 GOOD             USPSQD
 AG7381  HISTORY     - 20060419 MARK NOT FOUND   USPSQD
 AG7381
 AG7381                          STATION DESCRIPTION
 AG7381
 AG7381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AG7381'3.15 MI SE FROM PUNTA GORDA.
 AG7381'3.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG7381'HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 0.25 MILE NORTHWEST OF
 AG7381'JUNCTION OF HIGHWAY 41 AND MADRID BOULVARD, 64.5 FEET SOUTHWEST
 AG7381'OF THE CENTER OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 41, 2.0 FEET
 AG7381'NORTHEAST OF POWERLINE POLE NO 82, AND 2.0 FEET NORTHEAST OF
 AG7381'ROAD RIGHT-OF-WAY.
 AG7381'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 AG7381
 AG7381                          STATION RECOVERY (1981)
 AG7381
 AG7381'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AG7381'THE STATION IS LOCATED ABOUT 5 KM SOUTHEAST OF PUNTA
 AG7381'GORDA, AND 1 KM NORTHWEST OF THE US 41 BRIDGE OVER
 AG7381'ALLIGATOR CREEK.
 AG7381'
 AG7381'TO REACH THE STATION FROM THE JUNCTION OF US 17 AND US 41 IN
 AG7381'PUNTA GORDA, GO SOUTHEAST ON US 41 FOR 5.1 KM (3.15 MILES) TO
 AG7381'THE STATION ON THE RIGHT.
 AG7381'
 AG7381'THE STATION IS A STANDARD NGS DISK
 AG7381'STAMPED---ACLINE 2 1980---,
 AG7381'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AG7381'FLUSH WITH GROUND.  IT IS LOCATED
 AG7381'19.66 METERS (64.5 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH
 AG7381'BOUND LANE OF US 41,
 AG7381'0.61 METERS (2.0 FT) NORTHEAST FROM POWERLINE POLE NO. 82,
 AG7381'0.61 METERS (2.0 FT) NORTHEAST FROM THE HIGHWAY RIGHT-OF-WAY,
 AG7381'AND
 AG7381'0.46 METERS (1.5 FT) NORTHEAST FROM A STANDARD NOS WITNESS POST
 AG7381'SIGN.
 AG7381'
 AG7381'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.53 METERS.
 AG7381
 AG7381                          STATION RECOVERY (1982)
 AG7381
 AG7381'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982
 AG7381'RECOVERED IN GOOD CONDITION.
 AG7381
 AG7381                          STATION RECOVERY (1989)
 AG7381
 AG7381'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG7381'RECOVERED IN GOOD CONDITION.
 AG7381
 AG7381                          STATION RECOVERY (1992)
 AG7381
 AG7381'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH)
 AG7381'MARK NOT FOUND.
 AG7381
 AG7381                          STATION RECOVERY (1995)
 AG7381
 AG7381'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG7381'RECOVERED IN GOOD CONDITION.
 AG7381
 AG7381                          STATION RECOVERY (2006)
 AG7381
 AG7381'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7381'COULD NOT BE FOUND ROAD WIDENED,WITH SLOPING HEADWALLS,ENTERING NEW
 AG7381'SHOPPING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7380 ***********************************************************************
 AG7380  DESIGNATION -  ACLINE 2 RM 3
 AG7380  PID         -  AG7380
 AG7380  STATE/COUNTY-  FL/CHARLOTTE
 AG7380  USGS QUAD   -  PUNTA GORDA (1987)
 AG7380
 AG7380                         *CURRENT SURVEY CONTROL
 AG7380  ___________________________________________________________________
 AG7380* NAD 83(1990)-  26 53 32.63609(N)    082 01 30.23730(W)     ADJUSTED  
 AG7380* NAVD 88     -         1.817  (meters)       5.96   (feet)  ADJUSTED  
 AG7380  ___________________________________________________________________
 AG7380  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AG7380  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7380  DYNAMIC HT  -           1.815 (meters)       5.95  (feet)  COMP
 AG7380  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 AG7380
 AG7380  HORZ ORDER  -  SECOND
 AG7380  VERT ORDER  -  SECOND    CLASS II
 AG7380
 AG7380.The horizontal coordinates were established by classical geodetic methods
 AG7380.and adjusted by the National Geodetic Survey in May 1991..
 AG7380
 AG7380.The orthometric height was determined by differential leveling
 AG7380.and adjusted by the National Geodetic Survey in June 1991..
 AG7380
 AG7380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG7380
 AG7380.The geoid height was determined by GEOID03.
 AG7380
 AG7380.The dynamic height is computed by dividing the NAVD 88
 AG7380.geopotential number by the normal gravity value computed on the
 AG7380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7380.degrees latitude (g = 980.6199 gals.).
 AG7380
 AG7380.The modeled gravity was interpolated from observed gravity values.
 AG7380
 AG7380;                    North         East     Units Scale Factor Converg.
 AG7380;SPC FL W     -   283,482.511   197,509.868   MT  0.99994125   -0 00 40.8
 AG7380;SPC FL W     -   930,058.87    647,996.96   sFT  0.99994125   -0 00 40.8
 AG7380;UTM  17      - 2,974,929.458   398,198.040   MT  0.99972794   -0 27 49.3
 AG7380
 AG7380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7380!SPC FL W     -   1.00000349  x   0.99994125  =   0.99994474
 AG7380!UTM  17      -   1.00000349  x   0.99972794  =   0.99973143
 AG7380
 AG7380                          SUPERSEDED SURVEY CONTROL
 AG7380
 AG7380  NAD 83(1986)-  26 53 32.63614(N)    082 01 30.25188(W) AD(       ) 2
 AG7380  NGVD 29 (09/01/92)    2.167  (m)            7.11   (f) ADJUSTED    2 2
 AG7380
 AG7380.Superseded values are not recommended for survey control.
 AG7380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7380.See file dsdata.txt to determine how the superseded data were derived.
 AG7380
 AG7380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9819874929(NAD 83)
 AG7380_MARKER: DR = REFERENCE MARK DISK
 AG7380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7380_SP_SET: CONCRETE POST
 AG7380_STAMPING: ACLINE 2 NO 3 1980
 AG7380_MARK LOGO: NGS   
 AG7380_PROJECTION: FLUSH
 AG7380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7380+STABILITY: SURFACE MOTION
 AG7380
 AG7380  HISTORY     - Date     Condition        Report By
 AG7380  HISTORY     - 1980     MONUMENTED       NGS
 AG7380  HISTORY     - 1982     GOOD             FLDT
 AG7380  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG7380  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 AG7380  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 AG7380  HISTORY     - 20060419 MARK NOT FOUND   USPSQD
 AG7380
 AG7380                          STATION DESCRIPTION
 AG7380
 AG7380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AG7380'3.4 MI SE FROM PUNTA GORDA.
 AG7380'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG7380'U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 142.5 FEET SOUTHEAST OF
 AG7380'THE CENTER OF MADRID BOULEVARD, 73.0 FEET SOUTHWEST OF THE CENTER
 AG7380'OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 41, AND 31.0 FEET
 AG7380'EAST-SOUTHEAST OF A 12-INCH PINE TREE.
 AG7380'THE MARK IS 1.1 FT  NE FROM A WITNESS POST.
 AG7380
 AG7380                          STATION RECOVERY (1982)
 AG7380
 AG7380'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982
 AG7380'RECOVERED IN GOOD CONDITION.
 AG7380
 AG7380                          STATION RECOVERY (1989)
 AG7380
 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG7380'MARK NOT FOUND.
 AG7380
 AG7380                          STATION RECOVERY (1992)
 AG7380
 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH)
 AG7380'MARK NOT FOUND.
 AG7380
 AG7380                          STATION RECOVERY (1995)
 AG7380
 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG7380'MARK NOT FOUND.
 AG7380
 AG7380                          STATION RECOVERY (2006)
 AG7380
 AG7380'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7380'COULD NOT BE FOUND BY GPS,METAL DETECTOR,PROBE AND DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7383 ***********************************************************************
 AG7383  DESIGNATION -  ACLINE 2 RM 4
 AG7383  PID         -  AG7383
 AG7383  STATE/COUNTY-  FL/CHARLOTTE
 AG7383  USGS QUAD   -  PUNTA GORDA (1987)
 AG7383
 AG7383                         *CURRENT SURVEY CONTROL
 AG7383  ___________________________________________________________________
 AG7383* NAD 83(1986)-  26 53 32.     (N)    082 01 30.     (W)     SCALED    
 AG7383* NAVD 88     -         1.65   (meters)       5.4    (feet)  RESET     
 AG7383  ___________________________________________________________________
 AG7383  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7383
 AG7383  VERT ORDER  -  THIRD
 AG7383
 AG7383.The horizontal coordinates were scaled from a topographic map and have
 AG7383.an estimated accuracy of +/- 6 seconds.
 AG7383
 AG7383.The orthometric height was computed from unverified reset data.
 AG7383.No vertical observational check was made to the station.
 AG7383
 AG7383.The geoid height was determined by GEOID03.
 AG7383
 AG7383;                    North         East    Units  Estimated Accuracy
 AG7383;SPC FL W     -   283,460.      197,520.      MT  (+/- 180 meters Scaled)
 AG7383
 AG7383                          SUPERSEDED SURVEY CONTROL
 AG7383
 AG7383  NGVD 29 (08/19/04)    2.00   (m)            6.6    (f) RESET       3  
 AG7383
 AG7383.Superseded values are not recommended for survey control.
 AG7383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7383.See file dsdata.txt to determine how the superseded data were derived.
 AG7383
 AG7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK982749(NAD 83)
 AG7383_MARKER: DR = REFERENCE MARK DISK
 AG7383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7383_SP_SET: CONCRETE POST
 AG7383_STAMPING: ACLINE 2 NO 4 1980
 AG7383_MARK LOGO: NGS   
 AG7383_PROJECTION: FLUSH
 AG7383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7383+STABILITY: SURFACE MOTION
 AG7383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7383+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 AG7383
 AG7383  HISTORY     - Date     Condition        Report By
 AG7383  HISTORY     - 1980     MONUMENTED       NGS
 AG7383  HISTORY     - 1982     POOR             FLDT
 AG7383  HISTORY     - 1989     GOOD             USPSQD
 AG7383  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 AG7383  HISTORY     - 19950614 GOOD             USPSQD
 AG7383  HISTORY     - 20060419 GOOD             USPSQD
 AG7383
 AG7383                          STATION DESCRIPTION
 AG7383
 AG7383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AG7383'3.4 MI SE FROM PUNTA GORDA.
 AG7383'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG7383'U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 73.0 FEET SOUTHWEST OF
 AG7383'THE SOUTHBOUND LANE OF U.S. HIGHWAY 41, 34.0 FEET SOUTHEAST OF THE
 AG7383'CENTER OF MADRID BOULVARD, AND 2.0 FEET SOUTHEAST OF POWERLINE POLE.
 AG7383'THE MARK IS 1.3 FT  SE FROM A WITNESS POST.
 AG7383
 AG7383                          STATION RECOVERY (1982)
 AG7383
 AG7383'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982
 AG7383'MARK WAS FOUND LEANING TO THE SOUTHEAST AT ABOUT A 45 DEGREE ANGLE.
 AG7383
 AG7383                          STATION RECOVERY (1989)
 AG7383
 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG7383'RECOVERED IN GOOD CONDITION.
 AG7383
 AG7383                          STATION RECOVERY (1992)
 AG7383
 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH)
 AG7383'MARK NOT FOUND.
 AG7383
 AG7383                          STATION RECOVERY (1995)
 AG7383
 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG7383'RECOVERED IN GOOD CONDITION.
 AG7383
 AG7383                          STATION RECOVERY (2006)
 AG7383
 AG7383'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7943 ***********************************************************************
 AG7943  DESIGNATION -  ACLINE 2 RM 5
 AG7943  PID         -  AG7943
 AG7943  STATE/COUNTY-  FL/CHARLOTTE
 AG7943  USGS QUAD   -  PUNTA GORDA (1987)
 AG7943
 AG7943                         *CURRENT SURVEY CONTROL
 AG7943  ___________________________________________________________________
 AG7943* NAD 83(1990)-  26 53 33.46928(N)    082 01 30.78065(W)     ADJUSTED  
 AG7943* NAVD 88     -         1.781  (meters)       5.84   (feet)  ADJUSTED  
 AG7943  ___________________________________________________________________
 AG7943  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AG7943  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG7943  DYNAMIC HT  -           1.779 (meters)       5.84  (feet)  COMP
 AG7943  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 AG7943
 AG7943  HORZ ORDER  -  SECOND
 AG7943  VERT ORDER  -  SECOND    CLASS II
 AG7943
 AG7943.The horizontal coordinates were established by classical geodetic methods
 AG7943.and adjusted by the National Geodetic Survey in May 1991..
 AG7943
 AG7943.The orthometric height was determined by differential leveling
 AG7943.and adjusted by the National Geodetic Survey in June 1991..
 AG7943
 AG7943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG7943
 AG7943.The geoid height was determined by GEOID03.
 AG7943
 AG7943.The dynamic height is computed by dividing the NAVD 88
 AG7943.geopotential number by the normal gravity value computed on the
 AG7943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7943.degrees latitude (g = 980.6199 gals.).
 AG7943
 AG7943.The modeled gravity was interpolated from observed gravity values.
 AG7943
 AG7943;                    North         East     Units Scale Factor Converg.
 AG7943;SPC FL W     -   283,508.157   197,494.879   MT  0.99994125   -0 00 41.1
 AG7943;SPC FL W     -   930,143.01    647,947.78   sFT  0.99994125   -0 00 41.1
 AG7943;UTM  17      - 2,974,955.215   398,183.257   MT  0.99972798   -0 27 49.6
 AG7943
 AG7943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7943!SPC FL W     -   1.00000349  x   0.99994125  =   0.99994474
 AG7943!UTM  17      -   1.00000349  x   0.99972798  =   0.99973147
 AG7943
 AG7943                          SUPERSEDED SURVEY CONTROL
 AG7943
 AG7943  NAD 83(1986)-  26 53 33.46934(N)    082 01 30.79525(W) AD(       ) 2
 AG7943  NGVD 29 (09/01/92)    2.131  (m)            6.99   (f) ADJUSTED    2 2
 AG7943
 AG7943.Superseded values are not recommended for survey control.
 AG7943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7943.See file dsdata.txt to determine how the superseded data were derived.
 AG7943
 AG7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9818374955(NAD 83)
 AG7943_MARKER: DD = SURVEY DISK
 AG7943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7943_SP_SET: CONCRETE HEADWALL
 AG7943_STAMPING: ACLINE 2 NO 5 1983
 AG7943_MARK LOGO: FLDT  
 AG7943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7943+STABILITY: SURFACE MOTION
 AG7943
 AG7943  HISTORY     - Date     Condition        Report By
 AG7943  HISTORY     - 1983     MONUMENTED       FLDT
 AG7943  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7943  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 AG7943  HISTORY     - 19950616 MARK NOT FOUND   USPSQD
 AG7943  HISTORY     - 20020124 MARK NOT FOUND   USPSQD
 AG7943  HISTORY     - 20060419 MARK NOT FOUND   USPSQD
 AG7943
 AG7943                          STATION DESCRIPTION
 AG7943
 AG7943'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG7943'3.4 MI SE FROM PUNTA GORDA.
 AG7943'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA
 AG7943'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 3.4 MILES AND THE MARK.
 AG7943'IT IS SET IN THE TOP SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER
 AG7943'MADRID BOULEVARD, 53.0 FEET SOUTHWEST OF THE CENTER OF U.S. ROUTE 41
 AG7943'SOUTHBOUND LANES, 47.5 FEET SOUTHEAST OF THE CENTER OF MADRID
 AG7943'BOULEVARD, 22.5 FEET EAST OF A UTILTITY POLE AND 7.0 FEET NORTHEAST OF
 AG7943'THE SOUTHWEST END OF THE HEADWALL.
 AG7943
 AG7943                          STATION RECOVERY (1990)
 AG7943
 AG7943'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7943'MARK NOT FOUND.
 AG7943
 AG7943                          STATION RECOVERY (1992)
 AG7943
 AG7943'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH)
 AG7943'MARK NOT FOUND.
 AG7943
 AG7943                          STATION RECOVERY (1995)
 AG7943
 AG7943'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG7943'MARK NOT FOUND.
 AG7943
 AG7943                          STATION RECOVERY (2002)
 AG7943
 AG7943'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7943'NEW LONGER CULVERT HAS NO HEADWALLS
 AG7943
 AG7943                          STATION RECOVERY (2006)
 AG7943
 AG7943'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7943'OLD HEADWALL REPLACED WITH NEW SLOPING HEADWALLS,ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1639 ***********************************************************************
 AG1639  DESIGNATION -  ACLINE AZ MK
 AG1639  PID         -  AG1639
 AG1639  STATE/COUNTY-  FL/CHARLOTTE
 AG1639  USGS QUAD   -  PUNTA GORDA (1987)
 AG1639
 AG1639                         *CURRENT SURVEY CONTROL
 AG1639  ___________________________________________________________________
 AG1639* NAD 83(1986)-  26 53 38.     (N)    082 01 32.     (W)     SCALED    
 AG1639* NAVD 88     -         1.228  (meters)       4.03   (feet)  ADJUSTED  
 AG1639  ___________________________________________________________________
 AG1639  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG1639  DYNAMIC HT  -           1.226 (meters)       4.02  (feet)  COMP
 AG1639  MODELED GRAV-     979,109.3   (mgal)                       NAVD 88
 AG1639
 AG1639  VERT ORDER  -  FIRST     CLASS I
 AG1639
 AG1639.The horizontal coordinates were scaled from a topographic map and have
 AG1639.an estimated accuracy of +/- 6 seconds.
 AG1639
 AG1639.The orthometric height was determined by differential leveling
 AG1639.and adjusted by the National Geodetic Survey in June 1991..
 AG1639
 AG1639.The geoid height was determined by GEOID03.
 AG1639
 AG1639.The dynamic height is computed by dividing the NAVD 88
 AG1639.geopotential number by the normal gravity value computed on the
 AG1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1639.degrees latitude (g = 980.6199 gals.).
 AG1639
 AG1639.The modeled gravity was interpolated from observed gravity values.
 AG1639
 AG1639;                    North         East    Units  Estimated Accuracy
 AG1639;SPC FL W     -   283,650.      197,460.      MT  (+/- 180 meters Scaled)
 AG1639
 AG1639                          SUPERSEDED SURVEY CONTROL
 AG1639
 AG1639  NGVD 29 (??/??/92)    1.57   (m)            5.2    (f) COMPUTED    1 1
 AG1639
 AG1639.Superseded values are not recommended for survey control.
 AG1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1639.See file dsdata.txt to determine how the superseded data were derived.
 AG1639
 AG1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK981750(NAD 83)
 AG1639_MARKER: DZ = AZIMUTH MARK DISK
 AG1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1639_STAMPING: ACLINE 1956
 AG1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1639+STABILITY: SURFACE MOTION
 AG1639
 AG1639  HISTORY     - Date     Condition        Report By
 AG1639  HISTORY     - 1956     MONUMENTED       CGS
 AG1639  HISTORY     - 1966     GOOD             NGS
 AG1639  HISTORY     - 1974     GOOD             NGS
 AG1639  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 AG1639  HISTORY     - 20010611 MARK NOT FOUND   USPSQD
 AG1639  HISTORY     - 20060419 MARK NOT FOUND   USPSQD
 AG1639
 AG1639                          STATION DESCRIPTION
 AG1639
 AG1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1639'2.6 MI SE FROM PUNTA GORDA.
 AG1639'ABOUT 2.65 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 AG1639'FROM THE STATION AT PUNTA GORDA, ABOUT 0.45 MILE NORTHWEST OF
 AG1639'THE CROSSING OF STATE HIGHWAY S-765, IN SECTION 20, R 23 E,
 AG1639'T 41 S, ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY 41 WHICH
 AG1639'PARALLELS THE TRACK, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AG1639'HIGHWAY, 103 FEET SOUTHEAST OF A POWER POLE, 3 FEET SOUTHEAST
 AG1639'OF A 6-INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER, 1 1/2 FEET
 AG1639'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 AG1639'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 0.2 FOOT
 AG1639'UNDERGROUND.
 AG1639
 AG1639                          STATION RECOVERY (1974)
 AG1639
 AG1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1639'RECOVERED IN GOOD CONDITION.
 AG1639
 AG1639                          STATION RECOVERY (1992)
 AG1639
 AG1639'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH)
 AG1639'MARK NOT FOUND.
 AG1639
 AG1639                          STATION RECOVERY (2001)
 AG1639
 AG1639'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG1639'MARK NOT FOUND.
 AG1639
 AG1639                          STATION RECOVERY (2006)
 AG1639
 AG1639'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG1639'NOT RECOVERED,ROAD WIDENED AND NEW CONCRETE SLOPING HEADWALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1640 ***********************************************************************
 AG1640  DESIGNATION -  ACLINE RM 1
 AG1640  PID         -  AG1640
 AG1640  STATE/COUNTY-  FL/CHARLOTTE
 AG1640  USGS QUAD   -  PUNTA GORDA (1987)
 AG1640
 AG1640                         *CURRENT SURVEY CONTROL
 AG1640  ___________________________________________________________________
 AG1640* NAD 83(1986)-  26 53 33.     (N)    082 01 27.     (W)     SCALED    
 AG1640* NAVD 88     -         1.880  (meters)       6.17   (feet)  ADJUSTED  
 AG1640  ___________________________________________________________________
 AG1640  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG1640  DYNAMIC HT  -           1.877 (meters)       6.16  (feet)  COMP
 AG1640  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 AG1640
 AG1640  VERT ORDER  -  FIRST     CLASS I
 AG1640
 AG1640.The horizontal coordinates were scaled from a topographic map and have
 AG1640.an estimated accuracy of +/- 6 seconds.
 AG1640
 AG1640.The orthometric height was determined by differential leveling
 AG1640.and adjusted by the National Geodetic Survey in June 1991..
 AG1640
 AG1640.The geoid height was determined by GEOID03.
 AG1640
 AG1640.The dynamic height is computed by dividing the NAVD 88
 AG1640.geopotential number by the normal gravity value computed on the
 AG1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1640.degrees latitude (g = 980.6199 gals.).
 AG1640
 AG1640.The modeled gravity was interpolated from observed gravity values.
 AG1640
 AG1640;                    North         East    Units  Estimated Accuracy
 AG1640;SPC FL W     -   283,490.      197,600.      MT  (+/- 180 meters Scaled)
 AG1640
 AG1640                          SUPERSEDED SURVEY CONTROL
 AG1640
 AG1640  NGVD 29 (??/??/92)    2.228  (m)            7.31   (f) ADJ UNCH    1 1
 AG1640
 AG1640.Superseded values are not recommended for survey control.
 AG1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1640.See file dsdata.txt to determine how the superseded data were derived.
 AG1640
 AG1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK982749(NAD 83)
 AG1640_MARKER: DR = REFERENCE MARK DISK
 AG1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1640_STAMPING: ACLINE NO 1 1956
 AG1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1640+STABILITY: SURFACE MOTION
 AG1640
 AG1640  HISTORY     - Date     Condition        Report By
 AG1640  HISTORY     - 1956     MONUMENTED       CGS
 AG1640  HISTORY     - 1966     GOOD             NGS
 AG1640  HISTORY     - 1974     GOOD             NGS
 AG1640  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AG1640  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 AG1640  HISTORY     - 20010611 GOOD             USPSQD
 AG1640  HISTORY     - 20060419 MARK NOT FOUND   USPSQD
 AG1640
 AG1640                          STATION DESCRIPTION
 AG1640
 AG1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1640'2.9 MI SE FROM PUNTA GORDA.
 AG1640'ABOUT 2.9 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 AG1640'FROM THE STATION AT PUNTA GORDA, 0.45 MILE NORTHWEST OF THE
 AG1640'BRIDGE OVER ALLIGATOR CREEK, 0.2 MILE NORTHWEST OF THE CROSSING
 AG1640'OF STATE HIGHWAY S-765, IN SECTION 20, R 23 E, T 41 S, ALONG THE
 AG1640'SOUTHWEST SIDE OF U.S. HIGHWAY 41 WHICH PARALLELS THE TRACK,
 AG1640'AT A POINT WHERE AN OVERHEAD POWER LINE CROSSES THE HIGHWAY, 89.5
 AG1640'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 1/2 FEET
 AG1640'EAST OF THE CENTER LINE OF A DIM TRAIL, 97.1 FEET SOUTHEAST OF
 AG1640'THE STATION DESCRIBED, 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS
 AG1640'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 AG1640'CONCRETE POST PROJECTING 0.3 FOOT.
 AG1640
 AG1640                          STATION RECOVERY (1974)
 AG1640
 AG1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1640'RECOVERED IN GOOD CONDITION.
 AG1640
 AG1640                          STATION RECOVERY (1988)
 AG1640
 AG1640'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 AG1640'MARK NOT FOUND.
 AG1640
 AG1640                          STATION RECOVERY (1992)
 AG1640
 AG1640'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH)
 AG1640'MARK NOT FOUND.
 AG1640
 AG1640                          STATION RECOVERY (2001)
 AG1640
 AG1640'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG1640'RECOVERED IN GOOD CONDITION.
 AG1640
 AG1640                          STATION RECOVERY (2006)
 AG1640
 AG1640'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG1640'TRIED ALL MEASUREMENTS,GPS,METAL DETECTOR,SCALED POSITION,AND PROBE
 AG1640'COULD NOT LOCATE AFTER EXTENDED SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8339 ***********************************************************************
 AD8339  DESIGNATION -  ACME 1
 AD8339  PID         -  AD8339
 AD8339  STATE/COUNTY-  FL/PALM BEACH
 AD8339  USGS QUAD   -  LOXAHATCHEE (1984)
 AD8339
 AD8339                         *CURRENT SURVEY CONTROL
 AD8339  ___________________________________________________________________
 AD8339* NAD 83(1999)-  26 40 41.15270(N)    080 17 54.16642(W)     ADJUSTED  
 AD8339* NAVD 88     -         5.31   (+/-2cm)      17.4    (feet)  VERTCON   
 AD8339  ___________________________________________________________________
 AD8339  X           -     961,049.066 (meters)                     COMP
 AD8339  Y           -  -5,621,411.329 (meters)                     COMP
 AD8339  Z           -   2,846,381.502 (meters)                     COMP
 AD8339  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AD8339  ELLIP HEIGHT-         -20.42  (meters)          (07/06/01) GPS OBS
 AD8339  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AD8339
 AD8339  HORZ ORDER  -  FIRST
 AD8339  VERT ORDER  -  THIRD ? (See Below)
 AD8339  ELLP ORDER  -  FOURTH    CLASS II
 AD8339
 AD8339.The horizontal coordinates were established by GPS observations
 AD8339.and adjusted by the National Geodetic Survey in July 2001..
 AD8339
 AD8339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8339.The vertical order pertains to the NGVD 29 superseded value.
 AD8339
 AD8339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8339
 AD8339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8339
 AD8339.The ellipsoidal height was determined by GPS observations
 AD8339.and is referenced to NAD 83.
 AD8339
 AD8339.The geoid height was determined by GEOID03.
 AD8339
 AD8339;                    North         East     Units Scale Factor Converg.
 AD8339;SPC FL E     -   259,931.063   269,833.393   MT  1.00000136   +0 18 54.1
 AD8339;SPC FL E     -   852,790.50    885,278.39   sFT  1.00000136   +0 18 54.1
 AD8339;UTM  17      - 2,950,974.357   569,809.566   MT  0.99966016   +0 18 54.1
 AD8339
 AD8339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8339!SPC FL E     -   1.00000321  x   1.00000136  =   1.00000457
 AD8339!UTM  17      -   1.00000321  x   0.99966016  =   0.99966337
 AD8339
 AD8339:                Primary Azimuth Mark                     Grid Az
 AD8339:SPC FL E     -  ACME 2                                   090 57 20.8
 AD8339:UTM  17      -  ACME 2                                   090 57 20.8
 AD8339
 AD8339|---------------------------------------------------------------------|
 AD8339| PID    Reference Object                     Distance      Geod. Az  |
 AD8339|                                                           dddmmss.s |
 AD8339| AD8340 ACME 2                              APPROX. 1.4 KM 0911614.9 |
 AD8339|---------------------------------------------------------------------|
 AD8339
 AD8339                          SUPERSEDED SURVEY CONTROL
 AD8339
 AD8339  NAD 83(1990)-  26 40 41.15162(N)    080 17 54.16494(W) AD(       ) 1
 AD8339  ELLIP H (08/13/93)  -20.42   (m)                       GP(       ) 4 1
 AD8339  NAD 83(1990)-  26 40 41.15161(N)    080 17 54.16488(W) AD(       ) 1
 AD8339  ELLIP H (03/31/93)  -20.42   (m)                       GP(       ) 4 1
 AD8339  NGVD 29 (03/31/93)    5.75   (m)           18.9    (f) LEVELING    3  
 AD8339
 AD8339.Superseded values are not recommended for survey control.
 AD8339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8339.See file dsdata.txt to determine how the superseded data were derived.
 AD8339
 AD8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6981050974(NAD 83)
 AD8339_MARKER: DD = SURVEY DISK
 AD8339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8339_SP_SET: CONCRETE POST
 AD8339_STAMPING: ACME 1
 AD8339_MARK LOGO: FL-099
 AD8339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8339+STABILITY: SURFACE MOTION
 AD8339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8339+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991
 AD8339
 AD8339  HISTORY     - Date     Condition        Report By
 AD8339  HISTORY     - UNK      MONUMENTED       FL-099
 AD8339  HISTORY     - 19910810 GOOD             ADRGS
 AD8339  HISTORY     - 20021111 MARK NOT FOUND   USPSQD
 AD8339  HISTORY     - 20040114 MARK NOT FOUND   USPSQD
 AD8339  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AD8339
 AD8339                          STATION DESCRIPTION
 AD8339
 AD8339'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8339'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD
 AD8339'(STATE ROUTE 80, US ROUTE 98, US ROUTE 441 TO THE WEST) AND STATE
 AD8339'ROUTE 7 (US HIGHWAY 441 TO THE SOUTH), GO WEST ON SOUTHERN BOULEVARD
 AD8339'FOR 3.5 MI (5.63 KM) TO BIG BLUE TRACE. CONTINUE WEST ON SOUTHERN
 AD8339'BOULEVARD FOR 2.7 MI (4.35 KM) TO MC ARTHUR DAIRY ROAD. TURN LEFT ON
 AD8339'MC ARTHUR DAIRY ROAD AND GO SOUTH FOR 0.3 MI (0.48 KM) TO THE STATION
 AD8339'ON THE RIGHT UNDERNEATH A POWER LINE.
 AD8339'THE STATION IS SOUTH 85.05 FT (25.92 M) FROM A NAIL AND TIN TAB 2 FEET
 AD8339'UP THE EAST SIDE OF A POWER POLE, SOUTHWEST 63.25 FT (19.28 M) FROM
 AD8339'AN X-CUT IN THE NORTHWEST CORNER OF A CONCRETE BOX CULVERT, AND
 AD8339'SOUTHWEST 71.93 FT (21.92 M) FROM AN X-CUT IN THE NORTHEAST CORNER OF
 AD8339'A CONCRETE BOX CULVERT. THE STATION IS 15 FEET EAST OF A PALM BEACH
 AD8339'COUNTY SURVEY WITNESS SIGN AND POST.
 AD8339
 AD8339                          STATION RECOVERY (2002)
 AD8339
 AD8339'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD8339'LOCATION OF MARK IS ON FLYING C.O.W. ROAD
 AD8339
 AD8339                          STATION RECOVERY (2004)
 AD8339
 AD8339'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8339'MARK NOT FOUND.
 AD8339
 AD8339                          STATION RECOVERY (2005)
 AD8339
 AD8339'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8340 ***********************************************************************
 AD8340  DESIGNATION -  ACME 2
 AD8340  PID         -  AD8340
 AD8340  STATE/COUNTY-  FL/PALM BEACH
 AD8340  USGS QUAD   -  LOXAHATCHEE (1984)
 AD8340
 AD8340                         *CURRENT SURVEY CONTROL
 AD8340  ___________________________________________________________________
 AD8340* NAD 83(1999)-  26 40 40.12438(N)    080 17 02.69535(W)     ADJUSTED  
 AD8340* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 AD8340  ___________________________________________________________________
 AD8340  X           -     962,454.166 (meters)                     COMP
 AD8340  Y           -  -5,621,185.173 (meters)                     COMP
 AD8340  Z           -   2,846,353.137 (meters)                     COMP
 AD8340  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AD8340  ELLIP HEIGHT-         -20.61  (meters)          (07/06/01) GPS OBS
 AD8340  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AD8340
 AD8340  HORZ ORDER  -  FIRST
 AD8340  ELLP ORDER  -  FOURTH    CLASS II
 AD8340
 AD8340.The horizontal coordinates were established by GPS observations
 AD8340.and adjusted by the National Geodetic Survey in July 2001..
 AD8340
 AD8340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8340
 AD8340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8340
 AD8340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8340
 AD8340.The ellipsoidal height was determined by GPS observations
 AD8340.and is referenced to NAD 83.
 AD8340
 AD8340.The geoid height was determined by GEOID03.
 AD8340
 AD8340;                    North         East     Units Scale Factor Converg.
 AD8340;SPC FL E     -   259,907.318   271,256.670   MT  1.00000384   +0 19 17.2
 AD8340;SPC FL E     -   852,712.59    889,947.92   sFT  1.00000384   +0 19 17.2
 AD8340;UTM  17      - 2,950,950.621   571,232.357   MT  0.99966264   +0 19 17.2
 AD8340
 AD8340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8340!SPC FL E     -   1.00000324  x   1.00000384  =   1.00000708
 AD8340!UTM  17      -   1.00000324  x   0.99966264  =   0.99966588
 AD8340
 AD8340:                Primary Azimuth Mark                     Grid Az
 AD8340:SPC FL E     -  ACME 1                                   270 57 20.8
 AD8340:UTM  17      -  ACME 1                                   270 57 20.8
 AD8340
 AD8340|---------------------------------------------------------------------|
 AD8340| PID    Reference Object                     Distance      Geod. Az  |
 AD8340|                                                           dddmmss.s |
 AD8340| AD8339 ACME 1                              APPROX. 1.4 KM 2711638.0 |
 AD8340|---------------------------------------------------------------------|
 AD8340
 AD8340                          SUPERSEDED SURVEY CONTROL
 AD8340
 AD8340  NAD 83(1990)-  26 40 40.12336(N)    080 17 02.69385(W) AD(       ) 1
 AD8340  ELLIP H (08/13/93)  -20.61   (m)                       GP(       ) 4 1
 AD8340  NAD 83(1990)-  26 40 40.12328(N)    080 17 02.69384(W) AD(       ) 1
 AD8340  ELLIP H (03/31/93)  -20.61   (m)                       GP(       ) 4 1
 AD8340  NGVD 29 (03/31/93)    5.6    (m)           18.     (f) GPS OBS        
 AD8340
 AD8340.Superseded values are not recommended for survey control.
 AD8340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8340.See file dsdata.txt to determine how the superseded data were derived.
 AD8340
 AD8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7123250951(NAD 83)
 AD8340_MARKER: DD = SURVEY DISK
 AD8340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8340_SP_SET: CONCRETE POST
 AD8340_STAMPING: ACME 2
 AD8340_MARK LOGO: FL-099
 AD8340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8340+STABILITY: SURFACE MOTION
 AD8340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8340+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991
 AD8340
 AD8340  HISTORY     - Date     Condition        Report By
 AD8340  HISTORY     - UNK      MONUMENTED       FL-099
 AD8340  HISTORY     - 19910810 GOOD             ADRGS
 AD8340  HISTORY     - 20021111 MARK NOT FOUND   USPSQD
 AD8340  HISTORY     - 20040114 MARK NOT FOUND   USPSQD
 AD8340  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AD8340
 AD8340                          STATION DESCRIPTION
 AD8340
 AD8340'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8340'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD
 AD8340'(STATE ROUTE 80, US ROUTE 98, US ROUTE 441 TO THE WEST) AND STATE
 AD8340'ROUTE 7 (US ROUTE 441 TO THE SOUTH), GO WEST ON SOUTHERN BOULEVARD
 AD8340'FOR 4.9 MI (7.89 KM) TO OSLEY FARMS ROAD. TURN LEFT AND GO SOUTH ON
 AD8340'OSLEY FARMS ROAD FOR 0.3 MI (0.48 KM) TO THE POWER LINES AND THE
 AD8340'STATION JUST SOUTH OF AN EAST-WEST CANAL AND IN THE WEST LANE OF
 AD8340'OSLEY FARMS ROAD.
 AD8340'THE STATION IS SOUTHWEST 130.38 FT (39.74 M) FROM A NAIL AND TIN TAB 3
 AD8340'FEET UP THE NORTHWEST SIDE OF POWER POLE NUMBER 6-6620-B057-0-6,
 AD8340'SOUTHWEST 56.33 FT (17.17 M) FROM A NAIL AND TIN TAB 3 FEET UP THE
 AD8340'SOUTHEAST SIDE OF POWER POLE NUMBER 6-6620-7954-0-9, AND NORTHWEST
 AD8340'232.33 FT (70.81 M) FROM A PK 3 FEET UP THE NORTH SIDE OF POWER POLE
 AD8340'NUMBER 03U9.
 AD8340
 AD8340                          STATION RECOVERY (2002)
 AD8340
 AD8340'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD8340'OUSLEY FARMS ROAD NO LONGER EXTENDS TOWARD LOCATION OF MARK.  OLD ROAD
 AD8340'BED GRADED AND GRASSED AS A NORTH SOUTH CANAL BANK
 AD8340
 AD8340                          STATION RECOVERY (2004)
 AD8340
 AD8340'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8340'MARK NOT FOUND.
 AD8340
 AD8340                          STATION RECOVERY (2005)
 AD8340
 AD8340'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0845 ***********************************************************************
 AS0845  DESIGNATION -  ACORN
 AS0845  PID         -  AS0845
 AS0845  STATE/COUNTY-  FL/BAY
 AS0845  USGS QUAD   -  CROOKED ISLAND (1994)
 AS0845
 AS0845                         *CURRENT SURVEY CONTROL
 AS0845  ___________________________________________________________________
 AS0845* NAD 83(1990)-  29 59 34.22221(N)    085 30 19.83671(W)     ADJUSTED  
 AS0845* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AS0845  ___________________________________________________________________
 AS0845  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AS0845  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AS0845
 AS0845  HORZ ORDER  -  THIRD
 AS0845
 AS0845.The horizontal coordinates were established by classical geodetic methods
 AS0845.and adjusted by the National Geodetic Survey in May 1991..
 AS0845
 AS0845.The orthometric height was scaled from a topographic map.
 AS0845
 AS0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0845
 AS0845.The geoid height was determined by GEOID03.
 AS0845
 AS0845;                    North         East     Units Scale Factor Converg.
 AS0845;SPC FL N     -   110,481.301   502,980.911   MT  0.99995304   -0 30 19.1
 AS0845;SPC FL N     -   362,470.74  1,650,196.54   sFT  0.99995304   -0 30 19.1
 AS0845;UTM  16      - 3,318,931.893   644,158.668   MT  0.99985640   +0 44 50.0
 AS0845
 AS0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0845!SPC FL N     -   1.00000419  x   0.99995304  =   0.99995723
 AS0845!UTM  16      -   1.00000419  x   0.99985640  =   0.99986059
 AS0845
 AS0845|---------------------------------------------------------------------|
 AS0845| PID    Reference Object                     Distance      Geod. Az  |
 AS0845|                                                           dddmmss.s |
 AS0845| CW1703 ACORN RM                             24.460 METERS 05905     |
 AS0845| AS0844 APEX                                APPROX. 3.2 KM 1574444.9 |
 AS0845|---------------------------------------------------------------------|
 AS0845
 AS0845                          SUPERSEDED SURVEY CONTROL
 AS0845
 AS0845  NAD 83(1986)-  29 59 34.23372(N)    085 30 19.85059(W) AD(       ) 3
 AS0845  NAD 27      -  29 59 33.49800(N)    085 30 20.12400(W) AD(       ) 3
 AS0845
 AS0845.Superseded values are not recommended for survey control.
 AS0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0845.See file dsdata.txt to determine how the superseded data were derived.
 AS0845
 AS0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4415918932(NAD 83)
 AS0845_MARKER: DS = TRIANGULATION STATION DISK
 AS0845_SETTING: 0 = UNSPECIFIED SETTING
 AS0845
 AS0845  HISTORY     - Date     Condition        Report By
 AS0845  HISTORY     - 1910     MONUMENTED       CGS
 AS0845  HISTORY     - 1935     GOOD             CGS
 AS0845  HISTORY     - 1947     GOOD             CGS
 AS0845
 AS0845                          STATION DESCRIPTION
 AS0845
 AS0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (ES)
 AS0845'ON A SAND HILL ON THE NE SHORE OF SAINT ANDREWS SOUND, ON THE
 AS0845'LAST POINT BEFORE REACHING GOOSE BAYOU, AND 68 PACES FROM
 AS0845'HIGH-WATER MARK.
 AS0845'
 AS0845'THE SURFACE STATION MARK IS A BLOCK OF CONCRETE WITH THE
 AS0845'UPPER PART FINISHED IN THE FORM OF A TRUNCATED PYRAMID 8 OR 10
 AS0845'INCHES SQUARE ON TOP IN WHICH IS SET A STANDARD DISK
 AS0845'STATION MARK.  THE UNDERGROUND STATION MARK IS A BOTTLE SET
 AS0845'IN CONCRETE 3 FEET BELOW THE SURFACE.
 AS0845'
 AS0845'A REFERENCE MARK, A ROUND CONCRETE POST WITH A BOTTLE EMBEDDED
 AS0845'IN THE CENTER FLUSH WITH THE TOP, IS 24.46 METERS FROM THE STATION
 AS0845'N 59 DEG 04 MIN E.
 AS0845'
 AS0845'THREE TREES MARKED WITH TRIANGULAR BLAZES ARE AT THE FOLLOWING
 AS0845'DISTANCES AND BEARINGS FROM THE STATION--24 METERS, S 4 DEG 59
 AS0845'MIN W.  14.55 METERS, N 09 DEG 32 MIN E.  AND 16.14 METERS, S 72
 AS0845'DEG 38 MIN E.
 AS0845
 AS0845                          STATION RECOVERY (1935)
 AS0845
 AS0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 AS0845'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE REFERENCE
 AS0845'MARK HAS BEEN DESTROYED.  THIS STATION IS THE ONLY ONE OF THE
 AS0845'1910 TRIANGULATION REMAINING IN THIS LOCALITY.  IT WAS
 AS0845'REDETERMINED BY THE 1935 TRIANGULATION.  THIS STATION WAS LEFT
 AS0845'UNOCCUPIED AND NO NEW REFERENCE MARKS WERE SET.
 AS0845
 AS0845                          STATION RECOVERY (1947)
 AS0845
 AS0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FLP)
 AS0845'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION,
 AS0845'BUT AS YET NO REFERENCE MARKS HAVE BEEN SET BY THE SHIP
 AS0845'HYDROGRAPHER, WHICH WILL BE DONE AS THE WORK PROGRESSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6336 ***********************************************************************
 AK6336  DESIGNATION -  ACOSTA
 AK6336  PID         -  AK6336
 AK6336  STATE/COUNTY-  FL/BREVARD
 AK6336  USGS QUAD   -  MIMS (1989)
 AK6336
 AK6336                         *CURRENT SURVEY CONTROL
 AK6336  ___________________________________________________________________
 AK6336* NAD 83(1990)-  28 41 32.05769(N)    080 50 04.36411(W)     ADJUSTED  
 AK6336* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AK6336  ___________________________________________________________________
 AK6336  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AK6336  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK6336
 AK6336  HORZ ORDER  -  THIRD
 AK6336
 AK6336.The horizontal coordinates were established by classical geodetic methods
 AK6336.and adjusted by the National Geodetic Survey in May 1991..
 AK6336
 AK6336.The orthometric height was scaled from a topographic map.
 AK6336
 AK6336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6336
 AK6336.The geoid height was determined by GEOID03.
 AK6336
 AK6336;                    North         East     Units Scale Factor Converg.
 AK6336;SPC FL E     -   482,933.028   216,168.281   MT  0.99994440   +0 04 46.0
 AK6336;SPC FL E     - 1,584,422.78    709,212.10   sFT  0.99994440   +0 04 46.0
 AK6336;UTM  17      - 3,173,900.235   516,162.765   MT  0.99960322   +0 04 46.0
 AK6336
 AK6336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6336!SPC FL E     -   1.00000430  x   0.99994440  =   0.99994870
 AK6336!UTM  17      -   1.00000430  x   0.99960322  =   0.99960752
 AK6336
 AK6336:                Primary Azimuth Mark                     Grid Az
 AK6336:SPC FL E     -  RED TANK N OF CANAL                      035 58 06.7
 AK6336:UTM  17      -  RED TANK N OF CANAL                      035 58 06.7
 AK6336
 AK6336|---------------------------------------------------------------------|
 AK6336| PID    Reference Object                     Distance      Geod. Az  |
 AK6336|                                                           dddmmss.s |
 AK6336| AK6460 RED TANK N OF CANAL                 APPROX. 9.7 KM 0360252.7 |
 AK6336| AK6346 METAL ROOFED BULKING W GABLE        APPROX. 9.0 KM 0444242.6 |
 AK6336| AK6347 INDIAN RIVER N LIGHT 59             APPROX. 7.4 KM 0615650.6 |
 AK6336| AK6363 INDIAN RIVER N LIGHT 67             APPROX. 4.9 KM 0700832.0 |
 AK6336| CA9251 ACOSTA AZ MK                                       1804208.2 |
 AK6336| CA9252 ACOSTA RM 1                          45.622 METERS 19009     |
 AK6336| CA9253 ACOSTA RM 2                          48.137 METERS 25921     |
 AK6336|---------------------------------------------------------------------|
 AK6336
 AK6336                          SUPERSEDED SURVEY CONTROL
 AK6336
 AK6336  NAD 83(1986)-  28 41 32.06467(N)    080 50 04.37636(W) AD(       ) 3
 AK6336  NAD 27      -  28 41 31.08600(N)    080 50 05.17900(W) AD(       ) 3
 AK6336
 AK6336.Superseded values are not recommended for survey control.
 AK6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6336.See file dsdata.txt to determine how the superseded data were derived.
 AK6336
 AK6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1616373900(NAD 83)
 AK6336_MARKER: DS = TRIANGULATION STATION DISK
 AK6336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6336
 AK6336  HISTORY     - Date     Condition        Report By
 AK6336  HISTORY     - 1940     MONUMENTED       CGS
 AK6336  HISTORY     - 1967     MARK NOT FOUND   CGS
 AK6336  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK6336  HISTORY     - 1989     POOR             USPSQD
 AK6336  HISTORY     - 1990     POOR             USPSQD
 AK6336
 AK6336                          STATION DESCRIPTION
 AK6336
 AK6336'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG)
 AK6336'STATION IS ON W SIDE OF INDIAN RIVER ABOUT 6 MILES NNW OF
 AK6336'TITUSVILLE ABOUT 0.3 MILE W OF BANK OF RIVER.  LOCATED IN
 AK6336'TRIANGULAR SHAPED SPACE FORMED BY ROADS TO S AND TO W AND ONE
 AK6336'THROUGH GROVE TO N.  ROAD FROM S MARKS A RIGHT ANGLE TURN TO W
 AK6336'JUST SW OF STATION.  GROUP OF 5 TREES MARK THE INTERSECTION OF
 AK6336'ROADS.  THERE IS A BROKEN DOWN LOADING PLATFORM ABOUT 50 FEET E
 AK6336'OF STATION.  STATION IS 1.3 FEET S OF FENCE LINE, 14.4 FEET E
 AK6336'OF ACOSTA JAY GROVE SIGN, 48.1 FEET NW OF LARGE OAK, 18.8 FEET
 AK6336'N BY W OF LARGE MAPLE AND 40.5 FEET N OF THE W TREE OF GROUP
 AK6336'IN THE INTERSECTION.
 AK6336'
 AK6336'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AK6336'DISKS SET IN CONCRETE.
 AK6336'STATION MARK PROJECTS 3 INCHES ABOVE SURFACE, AND THE
 AK6336'UNDERGROUND MARK IS 32 INCHES ABOVE SURFACE.
 AK6336'
 AK6336'REFERENCE MARK NO.1 IS S OF STATION ON W SIDE OF ROAD, 3 FEET
 AK6336'N OF A PALMETTO AND 16 FEET W OF CENTER LINE OF ROAD, IT IS 6
 AK6336'INCHES ABOVE SURFACE.
 AK6336'
 AK6336'REFERENCE MARK NO.2 IS W OF STATION AND S OF ROAD, IS 5 FEET
 AK6336'SE OF A PALMETTO AND 14 FEET S OF CENTER LINE OF ROAD, IT IS 6
 AK6336'INCHES ABOVE SURFACE.
 AK6336'
 AK6336'AZIMUTH MARK IS S OF STATION ABOUT 0.2 MILE ON W SIDE OF ROAD,
 AK6336'7 FEET NW OF THE NW CORNER OF SMALL BRIDGE ACROSS ROAD DITCH
 AK6336'AND 15 FEET W OF CENTER LINE OF ROAD, IT IS 6 INCHES ABOVE SURFACE.
 AK6336'
 AK6336'TO REACH FROM INTERSECTION OF MAIN AND WASHINGTON STREETS IN
 AK6336'TITUSVILLE GO N ON U.S. HIGHWAY 1 FOR 5.05 MILES.  THERE IS A
 AK6336'TURPENTINE STILL ON W SIDE OF HIGHWAY JUST S OF THIS
 AK6336'POINT.  TURN RIGHT ON ASPHALT ROAD FOR 1.2 MILES, TURN LEFT ON
 AK6336'ASPHALT 0.25 MILE TO CROSS ROAD, LEAVE ASPHALT CONTINUE ON N ON
 AK6336'MAIN ROAD 0.9 MILE TO INTERSECTION CONTINUE STRAIGHT AHEAD N 0.4
 AK6336'MILE TO STATION.
 AK6336'
 AK6336'A 90-FOOT TOWER WAS USED AND SEE 50 FEET AT SHILOH, AND CACTUS,
 AK6336'37 FEET AT HOOD, GROUND AT SCOTT, CANAL, RAY, BLACK POINT
 AK6336'U.S.E., BLACK POINT AND NELS.  ONLY AZIMUTH MARK IS VISIBLE FROM
 AK6336'GROUND.
 AK6336
 AK6336                          STATION RECOVERY (1967)
 AK6336
 AK6336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AK6336'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 AK6336'SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK NO. 2 WAS RECOVERED
 AK6336'IN GOOD CONDITION.
 AK6336'
 AK6336'PREVIOUS DESCRIPTIONS ARE INADEQUATE, A NEW DESCRIPTION
 AK6336'FOLLOWS--REFERENCE MARK 2 IS 18.0 FEET SOUTH OF THE CENTERLINE
 AK6336'OF A ROAD, 195 FEET WEST OF A 3 INCH DIAMETER OAK TREE AND 27.0
 AK6336'FEET EAST OF A PALM TREE.  THE MARK PROJECTS 3 INCHES.
 AK6336'
 AK6336'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 1 AND STATE
 AK6336'HIGHWAY 46 IN NINS, GO NORTH ON HIGHWAY NO. 1, 2.2 MILES TO
 AK6336'ROAD ON RIGHT (EAST), TURN RIGHT AND GO 1.3 MILES TO T
 AK6336'INTERSECTION, TURN RIGHT (SOUTH) AND TRAVEL 0.3 MILES TO CURVE
 AK6336'EAST, CONTINUE AROUND CURVE (EAST) 0.1 MILE TO R.M. 2 ON THE
 AK6336'RIGHT.
 AK6336
 AK6336                          STATION RECOVERY (1988)
 AK6336
 AK6336'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6336'MARK NOT FOUND.
 AK6336
 AK6336                          STATION RECOVERY (1989)
 AK6336
 AK6336'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6336'MARK RECOVERED IN POOR CONDITION.
 AK6336
 AK6336                          STATION RECOVERY (1990)
 AK6336
 AK6336'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6336'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0278 ***********************************************************************
 AR0278  DESIGNATION -  AD 10
 AR0278  PID         -  AR0278
 AR0278  STATE/COUNTY-  FL/BRADFORD
 AR0278  USGS QUAD   -  STARKE (1991)
 AR0278
 AR0278                         *CURRENT SURVEY CONTROL
 AR0278  ___________________________________________________________________
 AR0278* NAD 83(1986)-  29 57 44.     (N)    082 06 06.     (W)     SCALED    
 AR0278* NAVD 88     -        49.835  (meters)     163.50   (feet)  ADJUSTED  
 AR0278  ___________________________________________________________________
 AR0278  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AR0278  DYNAMIC HT  -          49.769 (meters)     163.28  (feet)  COMP
 AR0278  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 AR0278
 AR0278  VERT ORDER  -  FIRST     CLASS II
 AR0278
 AR0278.The horizontal coordinates were scaled from a topographic map and have
 AR0278.an estimated accuracy of +/- 6 seconds.
 AR0278
 AR0278.The orthometric height was determined by differential leveling
 AR0278.and adjusted by the National Geodetic Survey in June 1991..
 AR0278
 AR0278.The geoid height was determined by GEOID03.
 AR0278
 AR0278.The dynamic height is computed by dividing the NAVD 88
 AR0278.geopotential number by the normal gravity value computed on the
 AR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0278.degrees latitude (g = 980.6199 gals.).
 AR0278
 AR0278.The modeled gravity was interpolated from observed gravity values.
 AR0278
 AR0278;                    North         East    Units  Estimated Accuracy
 AR0278;SPC FL N     -   109,090.      831,470.      MT  (+/- 180 meters Scaled)
 AR0278
 AR0278                          SUPERSEDED SURVEY CONTROL
 AR0278
 AR0278  NGVD 29 (??/??/92)   50.095  (m)          164.35   (f) ADJ UNCH    1 2
 AR0278
 AR0278.Superseded values are not recommended for survey control.
 AR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0278.See file dsdata.txt to determine how the superseded data were derived.
 AR0278
 AR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP937151(NAD 83)
 AR0278_MARKER: DD = SURVEY DISK
 AR0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0278_STAMPING: AD 10
 AR0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0278+STABILITY: SURFACE MOTION
 AR0278
 AR0278  HISTORY     - Date     Condition        Report By
 AR0278  HISTORY     - UNK      MONUMENTED       FLGS
 AR0278  HISTORY     - 1954     GOOD             NGS
 AR0278
 AR0278                          STATION DESCRIPTION
 AR0278
 AR0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0278'0.8 MI N FROM STARKE.
 AR0278'ABOUT 0.85 MILE NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 AR0278'THE STATION AT STARKE, ABOUT 0.45 MILE NORTH OF MILEPOST 678, 51
 AR0278'FEET WEST OF WEST RAIL OF WEST TRACK, 15 FEET WEST OF A FENCE
 AR0278'CORNER, 3 FEET SOUTH OF SOUTH FENCE LINE OF A FENCED TRAIL, 15
 AR0278'FEET NORTHWEST OF A TELEPHONE AND POWER POLE, 57 FEET
 AR0278'NORTH-NORTHEAST OF TELEPHONE POLE NO. 1147, ABOUT 4 FEET BELOW
 AR0278'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AR0278'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0277 ***********************************************************************
 AR0277  DESIGNATION -  AD 11
 AR0277  PID         -  AR0277
 AR0277  STATE/COUNTY-  FL/BRADFORD
 AR0277  USGS QUAD   -  STARKE (1991)
 AR0277
 AR0277                         *CURRENT SURVEY CONTROL
 AR0277  ___________________________________________________________________
 AR0277* NAD 83(1986)-  29 57 17.     (N)    082 06 17.     (W)     SCALED    
 AR0277* NAVD 88     -        48.563  (meters)     159.33   (feet)  ADJUSTED  
 AR0277  ___________________________________________________________________
 AR0277  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AR0277  DYNAMIC HT  -          48.498 (meters)     159.11  (feet)  COMP
 AR0277  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 AR0277
 AR0277  VERT ORDER  -  FIRST     CLASS II
 AR0277
 AR0277.The horizontal coordinates were scaled from a topographic map and have
 AR0277.an estimated accuracy of +/- 6 seconds.
 AR0277
 AR0277.The orthometric height was determined by differential leveling
 AR0277.and adjusted by the National Geodetic Survey in June 1991..
 AR0277
 AR0277.The geoid height was determined by GEOID03.
 AR0277
 AR0277.The dynamic height is computed by dividing the NAVD 88
 AR0277.geopotential number by the normal gravity value computed on the
 AR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0277.degrees latitude (g = 980.6199 gals.).
 AR0277
 AR0277.The modeled gravity was interpolated from observed gravity values.
 AR0277
 AR0277;                    North         East    Units  Estimated Accuracy
 AR0277;SPC FL N     -   108,260.      831,190.      MT  (+/- 180 meters Scaled)
 AR0277
 AR0277                          SUPERSEDED SURVEY CONTROL
 AR0277
 AR0277  NGVD 29 (??/??/92)   48.823  (m)          160.18   (f) ADJ UNCH    1 2
 AR0277
 AR0277.Superseded values are not recommended for survey control.
 AR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0277.See file dsdata.txt to determine how the superseded data were derived.
 AR0277
 AR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP934142(NAD 83)
 AR0277_MARKER: DD = SURVEY DISK
 AR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0277_STAMPING: AD 11
 AR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0277+STABILITY: SURFACE MOTION
 AR0277
 AR0277  HISTORY     - Date     Condition        Report By
 AR0277  HISTORY     - UNK      MONUMENTED       FLGS
 AR0277  HISTORY     - 1954     GOOD             NGS
 AR0277  HISTORY     - 1963     GOOD             FLDT
 AR0277
 AR0277                          STATION DESCRIPTION
 AR0277
 AR0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0277'0.3 MI N FROM STARKE.
 AR0277'ABOUT 0.3 MILE NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 AR0277'THE STATION AT STARKE, ABOUT 188 YARDS SOUTH OF MILE POST 678,
 AR0277'47 1/2 FEET WEST OF WEST RAIL OF WEST TRACK, 15 FEET EAST OF
 AR0277'TELEPHONE POLE NO. 1170, 40 1/2 FEET EAST OF A FENCE LINE,
 AR0277'80 1/2 FEET SOUTH OF A TELEPHONE AND POWER LINE POLE, 7 FEET WEST OF
 AR0277'ROW OF POWER AND TELEPHONE POLES, ABOUT 5 1/2 FEET BELOW LEVEL
 AR0277'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AR0277
 AR0277                          STATION RECOVERY (1963)
 AR0277
 AR0277'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1963
 AR0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0337 ***********************************************************************
 AR0337  DESIGNATION -  AD 18
 AR0337  PID         -  AR0337
 AR0337  STATE/COUNTY-  FL/BRADFORD
 AR0337  USGS QUAD   -  WALDO (1991)
 AR0337
 AR0337                         *CURRENT SURVEY CONTROL
 AR0337  ___________________________________________________________________
 AR0337* NAD 83(1986)-  29 51 51.     (N)    082 08 15.     (W)     SCALED    
 AR0337* NAVD 88     -        44.165  (meters)     144.90   (feet)  ADJUSTED  
 AR0337  ___________________________________________________________________
 AR0337  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AR0337  DYNAMIC HT  -          44.106 (meters)     144.70  (feet)  COMP
 AR0337  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 AR0337
 AR0337  VERT ORDER  -  FIRST     CLASS II
 AR0337
 AR0337.The horizontal coordinates were scaled from a topographic map and have
 AR0337.an estimated accuracy of +/- 6 seconds.
 AR0337
 AR0337.The orthometric height was determined by differential leveling
 AR0337.and adjusted by the National Geodetic Survey in June 1991..
 AR0337
 AR0337.The geoid height was determined by GEOID03.
 AR0337
 AR0337.The dynamic height is computed by dividing the NAVD 88
 AR0337.geopotential number by the normal gravity value computed on the
 AR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0337.degrees latitude (g = 980.6199 gals.).
 AR0337
 AR0337.The modeled gravity was interpolated from observed gravity values.
 AR0337
 AR0337;                    North         East    Units  Estimated Accuracy
 AR0337;SPC FL N     -    98,160.      828,230.      MT  (+/- 180 meters Scaled)
 AR0337
 AR0337                          SUPERSEDED SURVEY CONTROL
 AR0337
 AR0337  NGVD 29 (??/??/92)   44.418  (m)          145.73   (f) ADJ UNCH    1 2
 AR0337
 AR0337.Superseded values are not recommended for survey control.
 AR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0337.See file dsdata.txt to determine how the superseded data were derived.
 AR0337
 AR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP901042(NAD 83)
 AR0337_MARKER: DD = SURVEY DISK
 AR0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0337_STAMPING: AD 18
 AR0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0337+STABILITY: SURFACE MOTION
 AR0337
 AR0337  HISTORY     - Date     Condition        Report By
 AR0337  HISTORY     - UNK      MONUMENTED       FLGS
 AR0337  HISTORY     - 1954     POOR             NGS
 AR0337
 AR0337                          STATION DESCRIPTION
 AR0337
 AR0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0337'AT HAMPTON.
 AR0337'AT HAMPTON, AT THE CROSSING OF STATE HIGHWAY 18 AND THE SEABOARD
 AR0337'AIR LINE RAILWAY AND THE GEORGIA SOUTHERN AND FLORIDA RAILWAY,
 AR0337'72 1/2 FEET NORTHWEST AND ACROSS HIGHWAY AND S.A.L. RY. FROM
 AR0337'THE NORTHWEST CORNER OF THE S.A.L. RY. STATION, 16 FEET NORTH
 AR0337'OF CENTER LINE OF HIGHWAY 18, 33 FEET WEST OF WEST RAIL OF
 AR0337'WEST TRACK OF S.A.L. RY., 43 1/2 FEET WEST OF WEST RAIL OF
 AR0337'MAIN TRACK OF S.A.L. RY., 13 1/2 FEET SOUTHWEST OF A TELEPHONE
 AR0337'POLE, AND IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES BELOW
 AR0337'LEVEL OF GROUND.  NOTE-- THE MARK IS IN SHOULDER OF HIGHWAY
 AR0337'ON TOP OF A SMALL FILL AND THE TOP OF THE MARK LEANS TO THE
 AR0337'NORTH AND APPARENTLY HAS BEEN HIT BY MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0253 ***********************************************************************
 AR0253  DESIGNATION -  AD 27
 AR0253  PID         -  AR0253
 AR0253  STATE/COUNTY-  FL/BRADFORD
 AR0253  USGS QUAD   -  SAMPSON (1991)
 AR0253
 AR0253                         *CURRENT SURVEY CONTROL
 AR0253  ___________________________________________________________________
 AR0253* NAD 83(1986)-  29 53 01.     (N)    082 10 03.     (W)     SCALED    
 AR0253* NAVD 88     -        46.210  (meters)     151.61   (feet)  ADJUSTED  
 AR0253  ___________________________________________________________________
 AR0253  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0253  DYNAMIC HT  -          46.148 (meters)     151.40  (feet)  COMP
 AR0253  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 AR0253
 AR0253  VERT ORDER  -  SECOND    CLASS 0
 AR0253
 AR0253.The horizontal coordinates were scaled from a topographic map and have
 AR0253.an estimated accuracy of +/- 6 seconds.
 AR0253
 AR0253.The orthometric height was determined by differential leveling
 AR0253.and adjusted by the National Geodetic Survey in June 1991..
 AR0253
 AR0253.The geoid height was determined by GEOID03.
 AR0253
 AR0253.The dynamic height is computed by dividing the NAVD 88
 AR0253.geopotential number by the normal gravity value computed on the
 AR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0253.degrees latitude (g = 980.6199 gals.).
 AR0253
 AR0253.The modeled gravity was interpolated from observed gravity values.
 AR0253
 AR0253;                    North         East    Units  Estimated Accuracy
 AR0253;SPC FL N     -   100,250.      825,290.      MT  (+/- 180 meters Scaled)
 AR0253
 AR0253                          SUPERSEDED SURVEY CONTROL
 AR0253
 AR0253  NGVD 29 (??/??/92)   46.464  (m)          152.44   (f) ADJ UNCH    2 0
 AR0253
 AR0253.Superseded values are not recommended for survey control.
 AR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0253.See file dsdata.txt to determine how the superseded data were derived.
 AR0253
 AR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP872064(NAD 83)
 AR0253_MARKER: DD = SURVEY DISK
 AR0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0253_STAMPING: AD 27
 AR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0253+STABILITY: SURFACE MOTION
 AR0253
 AR0253  HISTORY     - Date     Condition        Report By
 AR0253  HISTORY     - UNK      MONUMENTED       FLGS
 AR0253  HISTORY     - 1954     GOOD             NGS
 AR0253
 AR0253                          STATION DESCRIPTION
 AR0253
 AR0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0253'2.4 MI NW FROM HAMPTON.
 AR0253'ABOUT 2.4 MILES NORTHWEST ALONG THE GEORGIA SOUTHERN AND FLORIDA
 AR0253'RAILWAY FROM THE STATION AT HAMPTON, ABOUT 0.45 MILE SOUTHEAST
 AR0253'OF THE CROSSING OF STATE HIGHWAY 221, AT A DIM ROAD CROSSING,
 AR0253'21 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 28 FEET SOUTHEAST OF
 AR0253'CENTER LINE OF DIM CROSSING ROAD, 49 FEET SOUTHEAST OF THE
 AR0253'FIRST TELEPHONE POLE NORTHWEST OF CROSSING ROAD, 291 FEET
 AR0253'NORTHWEST OF MILE POST 247, 93 FEET SOUTH-SOUTHWEST AND ACROSS
 AR0253'TRACK FROM A T FENCE CORNER AND GATE POST, ABOUT LEVEL WITH
 AR0253'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 AR0253'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1450 ***********************************************************************
 AR1450  DESIGNATION -  AD 28 FLGS RESET 1977
 AR1450  PID         -  AR1450
 AR1450  STATE/COUNTY-  FL/BRADFORD
 AR1450  USGS QUAD   -  SAMPSON (1991)
 AR1450
 AR1450                         *CURRENT SURVEY CONTROL
 AR1450  ___________________________________________________________________
 AR1450* NAD 83(1986)-  29 53 17.     (N)    082 10 24.     (W)     SCALED    
 AR1450* NAVD 88     -        45.29   (+/-2cm)     148.6    (feet)  VERTCON   
 AR1450  ___________________________________________________________________
 AR1450  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR1450
 AR1450  VERT ORDER  -  THIRD (See Below)
 AR1450
 AR1450.The horizontal coordinates were scaled from a topographic map and have
 AR1450.an estimated accuracy of +/- 6 seconds.
 AR1450
 AR1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1450.The vertical order pertains to the NGVD 29 superseded value.
 AR1450
 AR1450.The geoid height was determined by GEOID03.
 AR1450
 AR1450;                    North         East    Units  Estimated Accuracy
 AR1450;SPC FL N     -   100,730.      824,720.      MT  (+/- 180 meters Scaled)
 AR1450
 AR1450                          SUPERSEDED SURVEY CONTROL
 AR1450
 AR1450  NGVD 29 (08/19/04)   45.55   (m)          149.4    (f) RESET       3  
 AR1450
 AR1450.Superseded values are not recommended for survey control.
 AR1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1450.See file dsdata.txt to determine how the superseded data were derived.
 AR1450
 AR1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP867069(NAD 83)
 AR1450_MARKER: DS = TRIANGULATION STATION DISK
 AR1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1450_STAMPING: AD 28 RESET 1977
 AR1450_PROJECTION: FLUSH
 AR1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1450+STABILITY: SURFACE MOTION
 AR1450
 AR1450  HISTORY     - Date     Condition        Report By
 AR1450  HISTORY     - 1977     MONUMENTED       NGS
 AR1450
 AR1450                          STATION DESCRIPTION
 AR1450
 AR1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AR1450'3.0 MI NW FROM HAMPTON.
 AR1450'3.55 MILES SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 301 FROM ITS
 AR1450'JUNCTION WITH STATE HIGHWAY 100 IN STARKE, THENCE 2.55 MILES WEST
 AR1450'ON STATE ROAD 227 TO A RAILROAD CROSSING, 109.0 FEET SOUTH-SOUTHWEST
 AR1450'OF THE CENTER OF CROSSING, 99.0 FEET SOUTHWEST OF THE SOUTHWEST
 AR1450'RAIL OF TRACK, 45.0 FEET SOUTHEAST OF THE CENTER OF STATE ROAD
 AR1450'227, 10.0 FEET NORTHWEST OF THE SOUTHEAST POLE OF TWO POWERLINE
 AR1450'POLES, 2.0 FEET NORTHEAST OF THE NORTHWEST POLE OF THE TWO POLES.
 AR1450'THE MARK IS 1.7 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0250 ***********************************************************************
 AR0250  DESIGNATION -  AD 29
 AR0250  PID         -  AR0250
 AR0250  STATE/COUNTY-  FL/BRADFORD
 AR0250  USGS QUAD   -  SAMPSON (1991)
 AR0250
 AR0250                         *CURRENT SURVEY CONTROL
 AR0250  ___________________________________________________________________
 AR0250* NAD 83(1986)-  29 54 34.     (N)    082 11 56.     (W)     SCALED    
 AR0250* NAVD 88     -        43.870  (meters)     143.93   (feet)  ADJUSTED  
 AR0250  ___________________________________________________________________
 AR0250  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AR0250  DYNAMIC HT  -          43.811 (meters)     143.74  (feet)  COMP
 AR0250  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 AR0250
 AR0250  VERT ORDER  -  SECOND    CLASS 0
 AR0250
 AR0250.The horizontal coordinates were scaled from a topographic map and have
 AR0250.an estimated accuracy of +/- 6 seconds.
 AR0250
 AR0250.The orthometric height was determined by differential leveling
 AR0250.and adjusted by the National Geodetic Survey in June 1991..
 AR0250
 AR0250.The geoid height was determined by GEOID03.
 AR0250
 AR0250.The dynamic height is computed by dividing the NAVD 88
 AR0250.geopotential number by the normal gravity value computed on the
 AR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0250.degrees latitude (g = 980.6199 gals.).
 AR0250
 AR0250.The modeled gravity was interpolated from observed gravity values.
 AR0250
 AR0250;                    North         East    Units  Estimated Accuracy
 AR0250;SPC FL N     -   103,050.      822,200.      MT  (+/- 180 meters Scaled)
 AR0250
 AR0250                          SUPERSEDED SURVEY CONTROL
 AR0250
 AR0250  NGVD 29 (??/??/92)   44.128  (m)          144.78   (f) ADJ UNCH    2 0
 AR0250
 AR0250.Superseded values are not recommended for survey control.
 AR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0250.See file dsdata.txt to determine how the superseded data were derived.
 AR0250
 AR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP842093(NAD 83)
 AR0250_MARKER: DD = SURVEY DISK
 AR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0250_STAMPING: AD 29
 AR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0250+STABILITY: SURFACE MOTION
 AR0250
 AR0250  HISTORY     - Date     Condition        Report By
 AR0250  HISTORY     - UNK      MONUMENTED       FLGS
 AR0250  HISTORY     - 1954     GOOD             NGS
 AR0250
 AR0250                          STATION DESCRIPTION
 AR0250
 AR0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0250'0.7 MI SE FROM SAMPSON CITY.
 AR0250'ABOUT 0.7 MILE SOUTHEAST ALONG THE GEORGIA SOUTHERN AND FLORIDA
 AR0250'RAILWAY FROM THE STATION AT SAMPSON CITY, 2253.0 FEET SOUTHEAST
 AR0250'OF CENTER OF CROSSING OF THE SEABOARD AIR LINE RAILWAY, 2097
 AR0250'FEET SOUTHEAST OF MILE POST 244, 701 FEET SOUTHEAST OF CROSSING
 AR0250'OF A POWER LINE, 20 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL,
 AR0250'57 FEET NORTH-NORTHWEST OF THE FIRST TELEPHONE POLE NORTHWEST
 AR0250'OF NORTHWEST EDGE OF A SWAMPY AREA, 27 FEET NORTHEAST OF A FENCE
 AR0250'LINE, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 AR0250'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0249 ***********************************************************************
 AR0249  DESIGNATION -  AD 30
 AR0249  PID         -  AR0249
 AR0249  STATE/COUNTY-  FL/BRADFORD
 AR0249  USGS QUAD   -  SAMPSON (1991)
 AR0249
 AR0249                         *CURRENT SURVEY CONTROL
 AR0249  ___________________________________________________________________
 AR0249* NAD 83(1986)-  29 54 48.     (N)    082 12 15.     (W)     SCALED    
 AR0249* NAVD 88     -        44.508  (meters)     146.02   (feet)  ADJUSTED  
 AR0249  ___________________________________________________________________
 AR0249  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AR0249  DYNAMIC HT  -          44.449 (meters)     145.83  (feet)  COMP
 AR0249  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 AR0249
 AR0249  VERT ORDER  -  SECOND    CLASS 0
 AR0249
 AR0249.The horizontal coordinates were scaled from a topographic map and have
 AR0249.an estimated accuracy of +/- 6 seconds.
 AR0249
 AR0249.The orthometric height was determined by differential leveling
 AR0249.and adjusted by the National Geodetic Survey in June 1991..
 AR0249
 AR0249.The geoid height was determined by GEOID03.
 AR0249
 AR0249.The dynamic height is computed by dividing the NAVD 88
 AR0249.geopotential number by the normal gravity value computed on the
 AR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0249.degrees latitude (g = 980.6199 gals.).
 AR0249
 AR0249.The modeled gravity was interpolated from observed gravity values.
 AR0249
 AR0249;                    North         East    Units  Estimated Accuracy
 AR0249;SPC FL N     -   103,470.      821,680.      MT  (+/- 180 meters Scaled)
 AR0249
 AR0249                          SUPERSEDED SURVEY CONTROL
 AR0249
 AR0249  NGVD 29 (??/??/92)   44.766  (m)          146.87   (f) ADJ UNCH    2 0
 AR0249
 AR0249.Superseded values are not recommended for survey control.
 AR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0249.See file dsdata.txt to determine how the superseded data were derived.
 AR0249
 AR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP837097(NAD 83)
 AR0249_MARKER: DD = SURVEY DISK
 AR0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0249_STAMPING: AD 30
 AR0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0249+STABILITY: SURFACE MOTION
 AR0249
 AR0249  HISTORY     - Date     Condition        Report By
 AR0249  HISTORY     - UNK      MONUMENTED       FLGS
 AR0249  HISTORY     - 1954     GOOD             NGS
 AR0249  HISTORY     - 1977     GOOD             NGS
 AR0249
 AR0249                          STATION DESCRIPTION
 AR0249
 AR0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0249'0.3 MI SE FROM SAMPSON CITY.
 AR0249'ABOUT 0.3 MILE SOUTHEAST ALONG THE GEORGIA SOUTHERN AND FLORIDA
 AR0249'RAILWAY FROM THE STATION AT SAMPSON CITY, IN THE SOUTH QUARTER
 AR0249'OF CROSSING OF THE SEABOARD AIR LINE RAILWAY, 30 FEET SOUTH
 AR0249'OF CENTER OF CROSSING, 21 1/2 FEET SOUTHWEST OF SOUTHWEST
 AR0249'RAIL OF GA. SOU. AND FLA. RY., 24 FEET SOUTHEAST OF SOUTHEAST
 AR0249'RAIL OF S.A.L. RY., 140 FEET NORTHWEST OF MILE POST 244, 7 1/2
 AR0249'FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH INTERSECTION
 AR0249'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AR0249
 AR0249                          STATION RECOVERY (1977)
 AR0249
 AR0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AR0249'THE MEASUREMENT OF 31.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AR0249'GEORGIA SOUTHERN AND FLORIDA RAILWAY MEASURED 21.0 FEET AT THIS TIME.
 AR0249'NEW TO REACH FOLLOWS ABOUT 3.55 MILES SOUTH AND SOUTHWEST ALONG U.S.
 AR0249'HIGHWAY 301 FROM ITS JUNCTION WITH STATE HIGHWAY 100 IN STARKE,
 AR0249'THENCE WEST ON STATE ROAD 227 FOR 1.25 MILES TO THE JUNCTION OF STATE
 AR0249'ROAD 225, THENCE WEST- NORTHWESTERLY ON STATE ROAD 225 FOR 3.0 MILES
 AR0249'TO RAILROAD CROSSING, 139.0 FEET NORTHWEST OF MILEPOST 244, 23.9 FEET
 AR0249'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SEABOARD AIR LINE RAILWAY,
 AR0249'21.0 FEET SOUTHWEST OF THE OTHER RAILROAD TRACK, 1 FOOT NORTHWEST OF
 AR0249'A METAL WITNESS POST 1 FOOT NORTHEAST OF A CONCRETE WITNESS POST, 0.5
 AR0249'FOOT HIGHER THAN TRACK , AT WHAT WAS SAMPSON CITY, AT THE SOUTH
 AR0249'CORNER OF THE INTERSECTION OF THE TWO RAILWAYS AND A STANDARD DISK
 AR0249'SET IN THE TOP OF A 6-INCH CON- CRETE POST THAT PROJECTS ABOUT
 AR0249'12-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1445 ***********************************************************************
 BD1445  DESIGNATION -  AD 4
 BD1445  PID         -  BD1445
 BD1445  STATE/COUNTY-  FL/BRADFORD
 BD1445  USGS QUAD   -  LAWTEY (1993)
 BD1445
 BD1445                         *CURRENT SURVEY CONTROL
 BD1445  ___________________________________________________________________
 BD1445* NAD 83(1986)-  30 04 58.     (N)    082 03 27.     (W)     SCALED    
 BD1445* NAVD 88     -        48.767  (meters)     160.00   (feet)  ADJUSTED  
 BD1445  ___________________________________________________________________
 BD1445  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BD1445  DYNAMIC HT  -          48.703 (meters)     159.79  (feet)  COMP
 BD1445  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 BD1445
 BD1445  VERT ORDER  -  FIRST     CLASS II
 BD1445
 BD1445.The horizontal coordinates were scaled from a topographic map and have
 BD1445.an estimated accuracy of +/- 6 seconds.
 BD1445
 BD1445.The orthometric height was determined by differential leveling
 BD1445.and adjusted by the National Geodetic Survey in June 1991..
 BD1445
 BD1445.The geoid height was determined by GEOID03.
 BD1445
 BD1445.The dynamic height is computed by dividing the NAVD 88
 BD1445.geopotential number by the normal gravity value computed on the
 BD1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1445.degrees latitude (g = 980.6199 gals.).
 BD1445
 BD1445.The modeled gravity was interpolated from observed gravity values.
 BD1445
 BD1445;                    North         East    Units  Estimated Accuracy
 BD1445;SPC FL N     -   122,550.      835,440.      MT  (+/- 180 meters Scaled)
 BD1445
 BD1445                          SUPERSEDED SURVEY CONTROL
 BD1445
 BD1445  NGVD 29 (??/??/92)   49.042  (m)          160.90   (f) ADJ UNCH    1 2
 BD1445
 BD1445.Superseded values are not recommended for survey control.
 BD1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1445.See file dsdata.txt to determine how the superseded data were derived.
 BD1445
 BD1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP980284(NAD 83)
 BD1445_MARKER: DD = SURVEY DISK
 BD1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1445_STAMPING: AD 4
 BD1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1445+STABILITY: SURFACE MOTION
 BD1445
 BD1445  HISTORY     - Date     Condition        Report By
 BD1445  HISTORY     - UNK      MONUMENTED       FLGS
 BD1445  HISTORY     - 1954     GOOD             NGS
 BD1445  HISTORY     - 19920208 MARK NOT FOUND   NGS
 BD1445
 BD1445                          STATION DESCRIPTION
 BD1445
 BD1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD1445'2.8 MI N FROM LAWTEY.
 BD1445'2.8 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1445'STATION AT LAWTEY, ABOUT 16 1/2 RAILS NORTH OF MILE POST 669,
 BD1445'93 FEET WEST OF WEST RAIL, 52 FEET WEST-SOUTHWEST OF TELEPHONE
 BD1445'POLE NO. 738, 102.5 FEET NORTHWEST OF TELEPHONE POLE NO. 739,
 BD1445'ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BD1445'POST PROJECTING 2 INCHES.
 BD1445
 BD1445                          STATION RECOVERY (1992)
 BD1445
 BD1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 BD1445'NOTE  THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.  THE RAIL HAS
 BD1445'BEEN REPLACED BY RIBBON RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0594 ***********************************************************************
 AR0594  DESIGNATION -  AD 40
 AR0594  PID         -  AR0594
 AR0594  STATE/COUNTY-  FL/ALACHUA
 AR0594  USGS QUAD   -  HAWTHORNE (1984)
 AR0594
 AR0594                         *CURRENT SURVEY CONTROL
 AR0594  ___________________________________________________________________
 AR0594* NAD 83(1986)-  29 35 14.     (N)    082 05 12.     (W)     SCALED    
 AR0594* NAVD 88     -        40.559  (meters)     133.07   (feet)  ADJUSTED  
 AR0594  ___________________________________________________________________
 AR0594  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0594  DYNAMIC HT  -          40.504 (meters)     132.89  (feet)  COMP
 AR0594  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 AR0594
 AR0594  VERT ORDER  -  SECOND    CLASS 0
 AR0594
 AR0594.The horizontal coordinates were scaled from a topographic map and have
 AR0594.an estimated accuracy of +/- 6 seconds.
 AR0594
 AR0594.The orthometric height was determined by differential leveling
 AR0594.and adjusted by the National Geodetic Survey in June 1991..
 AR0594
 AR0594.The geoid height was determined by GEOID03.
 AR0594
 AR0594.The dynamic height is computed by dividing the NAVD 88
 AR0594.geopotential number by the normal gravity value computed on the
 AR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0594.degrees latitude (g = 980.6199 gals.).
 AR0594
 AR0594.The modeled gravity was interpolated from observed gravity values.
 AR0594
 AR0594;                    North         East    Units  Estimated Accuracy
 AR0594;SPC FL N     -    67,570.      833,790.      MT  (+/- 180 meters Scaled)
 AR0594
 AR0594                          SUPERSEDED SURVEY CONTROL
 AR0594
 AR0594  NGVD 29 (??/??/92)   40.828  (m)          133.95   (f) ADJ UNCH    2 0
 AR0594
 AR0594.Superseded values are not recommended for survey control.
 AR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0594.See file dsdata.txt to determine how the superseded data were derived.
 AR0594
 AR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN947735(NAD 83)
 AR0594_MARKER: DB = BENCH MARK DISK
 AR0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0594_STAMPING: AD 40
 AR0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0594+STABILITY: SURFACE MOTION
 AR0594
 AR0594  HISTORY     - Date     Condition        Report By
 AR0594  HISTORY     - UNK      MONUMENTED       FLGS
 AR0594  HISTORY     - 1959     MARK NOT FOUND   NGS
 AR0594
 AR0594                          STATION DESCRIPTION
 AR0594
 AR0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AR0594'AT HAWTHORNE.
 AR0594'AT HAWTHORNE, ALACHUA COUNTY, ON THE SEABOARD AIR LINE RAILROAD,
 AR0594'275 YARDS SOUTH OF THE ATLANTIC COAST LINE RAILROAD STATION,
 AR0594'44 FEET EAST OF THE EAST RAIL, AND 22 FEET WEST OF THE CENTERLINE
 AR0594'OF U.S. HIGHWAY 301.  A STATE SURVEY STANDARD DISK, STAMPED
 AR0594'AD 40 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AR0594'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9778 ***********************************************************************
 AC9778  DESIGNATION -  AD 63
 AC9778  PID         -  AC9778
 AC9778  STATE/COUNTY-  FL/PUTNAM
 AC9778  USGS QUAD   -  PUTNAM HALL (1993)
 AC9778
 AC9778                         *CURRENT SURVEY CONTROL
 AC9778  ___________________________________________________________________
 AC9778* NAD 83(1986)-  29 43 59.     (N)    081 57 28.     (W)     SCALED    
 AC9778* NAVD 88     -        28.257  (meters)      92.71   (feet)  ADJUSTED  
 AC9778  ___________________________________________________________________
 AC9778  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AC9778  DYNAMIC HT  -          28.219 (meters)      92.58  (feet)  COMP
 AC9778  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 AC9778
 AC9778  VERT ORDER  -  SECOND    CLASS I
 AC9778
 AC9778.The horizontal coordinates were scaled from a topographic map and have
 AC9778.an estimated accuracy of +/- 6 seconds.
 AC9778
 AC9778.The orthometric height was determined by differential leveling
 AC9778.and adjusted by the National Geodetic Survey in September 1997..
 AC9778
 AC9778.The geoid height was determined by GEOID03.
 AC9778
 AC9778.The dynamic height is computed by dividing the NAVD 88
 AC9778.geopotential number by the normal gravity value computed on the
 AC9778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9778.degrees latitude (g = 980.6199 gals.).
 AC9778
 AC9778.The modeled gravity was interpolated from observed gravity values.
 AC9778
 AC9778;                    North         East    Units  Estimated Accuracy
 AC9778;SPC FL E     -   598,660.      107,340.      MT  (+/- 180 meters Scaled)
 AC9778
 AC9778                          SUPERSEDED SURVEY CONTROL
 AC9778
 AC9778.No superseded survey control is available for this station.
 AC9778
 AC9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN073895(NAD 83)
 AC9778_MARKER: DD = SURVEY DISK
 AC9778_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9778_STAMPING: AD 63
 AC9778_MARK LOGO: CGS+SS
 AC9778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9778+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1996
 AC9778
 AC9778  HISTORY     - Date     Condition        Report By
 AC9778  HISTORY     - UNK      MONUMENTED       CGS+SS
 AC9778  HISTORY     - 19960301 GOOD             FLDEP
 AC9778
 AC9778                          STATION DESCRIPTION
 AC9778
 AC9778'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9778'THE MARK IS ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF PUTNAM HALL IN SECTION
 AC9778'12, TOWNSHIP 9 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 AC9778'JUNCTION OF STATE ROAD 100, STATE ROAD 26 AND PUTNAM LOOP ROAD IN
 AC9778'PUTNAM HALL, GO SOUTHEAST ON STATE ROAD 100 FOR 0.5 MI (0.8 KM) TO A
 AC9778'CULVERT UNDER STATE ROAD 100 AND THE MARK ON THE LEFT, SET IN THE TOP
 AC9778'OF A PREFABRICATED CONCRETE POST PROJECTING 0.4 FT (12.2 CM) ABOVE THE
 AC9778'LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE
 AC9778'ROAD 100. LOCATED 156.2 FT (47.6 M) NORTHEAST OF THE APPROXIMATE
 AC9778'CENTERLINE OF STATE ROAD 100, 119.2 FT (36.3 M) NORTHWEST OF A POWER
 AC9778'POLE AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0282 ***********************************************************************
 AR0282  DESIGNATION -  AD 8
 AR0282  PID         -  AR0282
 AR0282  STATE/COUNTY-  FL/BRADFORD
 AR0282  USGS QUAD   -  STARKE (1991)
 AR0282
 AR0282                         *CURRENT SURVEY CONTROL
 AR0282  ___________________________________________________________________
 AR0282* NAD 83(1986)-  29 59 46.     (N)    082 05 21.     (W)     SCALED    
 AR0282* NAVD 88     -        49.301  (meters)     161.75   (feet)  ADJUSTED  
 AR0282  ___________________________________________________________________
 AR0282  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AR0282  DYNAMIC HT  -          49.236 (meters)     161.54  (feet)  COMP
 AR0282  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 AR0282
 AR0282  VERT ORDER  -  FIRST     CLASS II
 AR0282
 AR0282.The horizontal coordinates were scaled from a topographic map and have
 AR0282.an estimated accuracy of +/- 6 seconds.
 AR0282
 AR0282.The orthometric height was determined by differential leveling
 AR0282.and adjusted by the National Geodetic Survey in June 1991..
 AR0282
 AR0282.The geoid height was determined by GEOID03.
 AR0282
 AR0282.The dynamic height is computed by dividing the NAVD 88
 AR0282.geopotential number by the normal gravity value computed on the
 AR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0282.degrees latitude (g = 980.6199 gals.).
 AR0282
 AR0282.The modeled gravity was interpolated from observed gravity values.
 AR0282
 AR0282;                    North         East    Units  Estimated Accuracy
 AR0282;SPC FL N     -   112,880.      832,590.      MT  (+/- 180 meters Scaled)
 AR0282
 AR0282                          SUPERSEDED SURVEY CONTROL
 AR0282
 AR0282  NGVD 29 (??/??/92)   49.566  (m)          162.62   (f) ADJ UNCH    1 2
 AR0282
 AR0282.Superseded values are not recommended for survey control.
 AR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0282.See file dsdata.txt to determine how the superseded data were derived.
 AR0282
 AR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP949188(NAD 83)
 AR0282_MARKER: DD = SURVEY DISK
 AR0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0282_STAMPING: AD 8
 AR0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0282+STABILITY: SURFACE MOTION
 AR0282
 AR0282  HISTORY     - Date     Condition        Report By
 AR0282  HISTORY     - UNK      MONUMENTED       FLGS
 AR0282  HISTORY     - 1954     GOOD             NGS
 AR0282  HISTORY     - 1963     GOOD             FLDT
 AR0282
 AR0282                          STATION DESCRIPTION
 AR0282
 AR0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0282'3.4 MI N FROM STARKE.
 AR0282'ABOUT 3.35 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 AR0282'THE STATION AT STARKE, ABOUT 188 YARDS SOUTH OF MILE POST 675,
 AR0282'57 FEET WEST OF WEST RAIL OF WEST TRACK, 45 1/2 FEET NORTH OF
 AR0282'TELEPHONE POLE NO. 1002 10 E 60, 203 1/2 FEET SOUTHWEST OF
 AR0282'SOUTHWEST CORNER OF CONCRETE BASE OF BLOCK SIGNAL NO. 6751,
 AR0282'109 1/2 FEET SOUTH OF TELEPHONE POLE NO. 1001, 1 FOOT SOUTH OF A
 AR0282'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 AR0282'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AR0282
 AR0282                          STATION RECOVERY (1963)
 AR0282
 AR0282'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1963
 AR0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0280 ***********************************************************************
 AR0280  DESIGNATION -  AD 9
 AR0280  PID         -  AR0280
 AR0280  STATE/COUNTY-  FL/BRADFORD
 AR0280  USGS QUAD   -  STARKE (1991)
 AR0280
 AR0280                         *CURRENT SURVEY CONTROL
 AR0280  ___________________________________________________________________
 AR0280* NAD 83(1986)-  29 58 05.     (N)    082 05 58.     (W)     SCALED    
 AR0280* NAVD 88     -        51.141  (meters)     167.79   (feet)  ADJUSTED  
 AR0280  ___________________________________________________________________
 AR0280  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AR0280  DYNAMIC HT  -          51.074 (meters)     167.57  (feet)  COMP
 AR0280  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 AR0280
 AR0280  VERT ORDER  -  FIRST     CLASS II
 AR0280
 AR0280.The horizontal coordinates were scaled from a topographic map and have
 AR0280.an estimated accuracy of +/- 6 seconds.
 AR0280
 AR0280.The orthometric height was determined by differential leveling
 AR0280.and adjusted by the National Geodetic Survey in June 1991..
 AR0280
 AR0280.The geoid height was determined by GEOID03.
 AR0280
 AR0280.The dynamic height is computed by dividing the NAVD 88
 AR0280.geopotential number by the normal gravity value computed on the
 AR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0280.degrees latitude (g = 980.6199 gals.).
 AR0280
 AR0280.The modeled gravity was interpolated from observed gravity values.
 AR0280
 AR0280;                    North         East    Units  Estimated Accuracy
 AR0280;SPC FL N     -   109,750.      831,670.      MT  (+/- 180 meters Scaled)
 AR0280
 AR0280                          SUPERSEDED SURVEY CONTROL
 AR0280
 AR0280  NGVD 29 (??/??/92)   51.404  (m)          168.65   (f) ADJ UNCH    1 2
 AR0280
 AR0280.Superseded values are not recommended for survey control.
 AR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0280.See file dsdata.txt to determine how the superseded data were derived.
 AR0280
 AR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP939157(NAD 83)
 AR0280_MARKER: DD = SURVEY DISK
 AR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0280_STAMPING: AD 9
 AR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0280+STABILITY: SURFACE MOTION
 AR0280
 AR0280  HISTORY     - Date     Condition        Report By
 AR0280  HISTORY     - UNK      MONUMENTED       FLGS
 AR0280  HISTORY     - 1954     GOOD             NGS
 AR0280  HISTORY     - 1963     GOOD             FLDT
 AR0280
 AR0280                          STATION DESCRIPTION
 AR0280
 AR0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0280'1.3 MI N FROM STARKE.
 AR0280'ABOUT 1.3 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 AR0280'THE STATION AT STARKE, ABOUT 0.15 MILE SOUTH OF MILE POST 677,
 AR0280'53 1/2 FEET WEST OF WEST RAIL OF WEST MAIN TRACK, 105 FEET
 AR0280'SOUTHWEST OF A SWITCH STAND AT THE NORTH END OF A SPUR TRACK
 AR0280'LEADING SOUTHWEST, 12 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 1128,
 AR0280'47 FEET WEST OF WEST RAIL OF SPUR TRACK SOUTHWEST, 78 FEET
 AR0280'NORTH-NORTHWEST OF NORTH END OF A 24-INCH PIPE CULVERT UNDER SPUR
 AR0280'TRACK, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 AR0280'OF A CONCRETE POST PROJECTING 3 INCHES.
 AR0280
 AR0280                          STATION RECOVERY (1963)
 AR0280
 AR0280'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1963
 AR0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6534 ***********************************************************************
 AD6534  DESIGNATION -  ADAIR
 AD6534  PID         -  AD6534
 AD6534  STATE/COUNTY-  FL/PALM BEACH
 AD6534  USGS QUAD   -  ROOD (1983)
 AD6534
 AD6534                         *CURRENT SURVEY CONTROL
 AD6534  ___________________________________________________________________
 AD6534* NAD 83(1990)-  26 56 17.66985(N)    080 10 49.74951(W)     ADJUSTED  
 AD6534* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 AD6534  ___________________________________________________________________
 AD6534  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AD6534  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AD6534
 AD6534  HORZ ORDER  -  FIRST
 AD6534
 AD6534.The horizontal coordinates were established by classical geodetic methods
 AD6534.and adjusted by the National Geodetic Survey in May 1991..
 AD6534
 AD6534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6534
 AD6534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6534
 AD6534.The geoid height was determined by GEOID03.
 AD6534
 AD6534;                    North         East     Units Scale Factor Converg.
 AD6534;SPC FL E     -   288,825.119   281,382.023   MT  1.00002291   +0 22 16.6
 AD6534;SPC FL E     -   947,587.08    923,167.52   sFT  1.00002291   +0 22 16.6
 AD6534;UTM  17      - 2,979,858.555   581,354.256   MT  0.99968170   +0 22 16.6
 AD6534
 AD6534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6534!SPC FL E     -   1.00000354  x   1.00002291  =   1.00002645
 AD6534!UTM  17      -   1.00000354  x   0.99968170  =   0.99968524
 AD6534
 AD6534:                Primary Azimuth Mark                     Grid Az
 AD6534:SPC FL E     -  JUPITER FLA TURNPIKE RAD MAST            096 40 34.8
 AD6534:UTM  17      -  JUPITER FLA TURNPIKE RAD MAST            096 40 34.8
 AD6534
 AD6534|---------------------------------------------------------------------|
 AD6534| PID    Reference Object                     Distance      Geod. Az  |
 AD6534|                                                           dddmmss.s |
 AD6534| AD6530 JUPITER FLA TURNPIKE RAD MAST       APPROX. 2.3 KM 0970251.4 |
 AD6534| AD6533 ADAIR S 2 PBCSD 1970                APPROX. 0.8 KM 1044527.8 |
 AD6534| CW8387 ADAIR RM 1                           26.424 METERS 10930     |
 AD6534| CW8388 ADAIR RM 2                           22.977 METERS 33821     |
 AD6534|---------------------------------------------------------------------|
 AD6534
 AD6534                          SUPERSEDED SURVEY CONTROL
 AD6534
 AD6534  NAD 83(1986)-  26 56 17.67450(N)    080 10 49.75856(W) AD(       ) 1
 AD6534  NAD 27      -  26 56 16.46926(N)    080 10 50.59706(W) AD(       ) 1
 AD6534  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 AD6534
 AD6534.Superseded values are not recommended for survey control.
 AD6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6534.See file dsdata.txt to determine how the superseded data were derived.
 AD6534
 AD6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8135479859(NAD 83)
 AD6534_MARKER: DS = TRIANGULATION STATION DISK
 AD6534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD6534
 AD6534  HISTORY     - Date     Condition        Report By
 AD6534  HISTORY     - 1970     MONUMENTED       NGS
 AD6534  HISTORY     - 1986     GOOD             USPSQD
 AD6534  HISTORY     - 19950407 MARK NOT FOUND   USPSQD
 AD6534  HISTORY     - 20020330 MARK NOT FOUND   USPSQD
 AD6534  HISTORY     - 20030414 MARK NOT FOUND   USPSQD
 AD6534  HISTORY     - 20040424 MARK NOT FOUND   USPSQD
 AD6534
 AD6534                          STATION DESCRIPTION
 AD6534
 AD6534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH)
 AD6534'THE STATION IS LOCATED ABOUT 5-3/4 MILES WEST-SOUTHWEST OF
 AD6534'TEQUESTA, 5-1/2 MILES WEST OF JUPITER, 1-1/4 MILES SOUTH OF THE
 AD6534'MARTIN-PALM BEACH COUNTY LINE AND ON THE SOUTH RIGHT-OF-WAY OF
 AD6534'STATE HIGHWAY 706.
 AD6534'
 AD6534'TO REACH THE STATION FROM THE POST OFFICE IN JUPITER, GO SOUTH
 AD6534'ON HIGHWAY A1A ALONG THE EAST SIDE OF RAILROAD TRACK FOR 0.45 MILE
 AD6534'TO THE JUNCTION OF STATE HIGHWAY 706.  TURN RIGHT AND GO WEST
 AD6534'ON STATE HIGHWAY 706 FOR 3.8 MILES TO AN OVERPASS OVER THE
 AD6534'SUNSHINE PARKWAY.  CONTINUE WEST ON HIGHWAY 706 FOR 1.35 MILES TO
 AD6534'A LARGE TIN BUILDING ON LEFT WITH THE JUPITER GROVES PAINTED ON
 AD6534'THE FRONT.  CONTINUE WESTERLY ON HIGHWAY 706 FOR 0.35 MILE TO
 AD6534'STATION ON LEFT AT BRIDGE.
 AD6534'
 AD6534'STATION MARK, STAMPED ADAIR 1970, IS SET IN A CONCRETE POST FLUSH
 AD6534'WITH THE GROUND.  IT IS 70 FEET WEST OF CENTER OF DRIVEWAY, 56
 AD6534'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE, 41 FEET SOUTH OF
 AD6534'CENTER OF HIGHWAY AND 15 FEET NORTHWEST OF A METAL WITNESS POST.
 AD6534'
 AD6534'RM 1, STAMPED ADAIR NO 1 1970, IS SET IN A CONCRETE POST FLUSH
 AD6534'WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET SOUTH OF CENTER OF
 AD6534'HIGHWAY, 27 FEET NORTHEAST OF CENTER OF CABLE GATE, 15 FEET EAST
 AD6534'OF ROAD AND 12 FEET NORTH OF A METAL WITNESS POST.
 AD6534'
 AD6534'FSRD BM (RM 2), IS A FLORIDA STATE ROAD DEPARTMENT BENCH MARK
 AD6534'DISK WITH NO STAMPING, IS CEMENTED IN A DRILL HOLE IN CONCRETE CURB
 AD6534'OF BRIDGE.  THE MARK IS IN THE NORTHEAST CORNER OF BRIDGE AND IS 7
 AD6534'INCHES HIGHER THAN THE BRIDGE FLOOR.
 AD6534'
 AD6534'ADAIR S-2 (AZ MK), IS A PALM BEACH COUNTY SURVEY DEPARTMENT
 AD6534'BRONZE DISK WITH NO STAMPING THAT IS SET IN A ROUND CONCRETE POST
 AD6534'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 234 FEET EAST OF
 AD6534'CENTER OF A DRIVEWAY, 38.5 FEET NORTH-NORTHEAST OF CENTER OF
 AD6534'HIGHWAY 706, 44 FEET SOUTHEAST OF A POWER LINE POLE AND 17 FEET
 AD6534'SOUTH-SOUTHWEST OF FENCE.
 AD6534'
 AD6534'TO REACH ADAIR S-2 (AZ MK) FROM THE STATION, GO EASTERLY
 AD6534'ON HIGHWAY 706 FOR 0.45 MILE TO MARK ON LEFT AS DESCRIBED.
 AD6534'
 AD6534'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AD6534
 AD6534                          STATION RECOVERY (1986)
 AD6534
 AD6534'RECOVERY NOTE BY US POWER SQUADRON 1986 (BCH)
 AD6534'RECOVERED IN GOOD CONDITION.
 AD6534
 AD6534                          STATION RECOVERY (1995)
 AD6534
 AD6534'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6534'MARK NOT FOUND.
 AD6534
 AD6534                          STATION RECOVERY (2002)
 AD6534
 AD6534'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6534'TIN BUILDING AND BRIDGE ARE GONE. SR 706 HAS BEEN WIDENED TO 4 LANES
 AD6534'PLUS A MEDIAN DIVIDER.
 AD6534' 
 AD6534' 
 AD6534
 AD6534                          STATION RECOVERY (2003)
 AD6534
 AD6534'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6534'MARK NOT FOUND.
 AD6534
 AD6534                          STATION RECOVERY (2004)
 AD6534
 AD6534'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6542 ***********************************************************************
 AD6542  DESIGNATION -  ADAIR S 1 PBCSD 1970
 AD6542  PID         -  AD6542
 AD6542  STATE/COUNTY-  FL/PALM BEACH
 AD6542  USGS QUAD   -  ROOD (1983)
 AD6542
 AD6542                         *CURRENT SURVEY CONTROL
 AD6542  ___________________________________________________________________
 AD6542* NAD 83(1990)-  26 56 28.13116(N)    080 11 11.40813(W)     ADJUSTED  
 AD6542* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AD6542  ___________________________________________________________________
 AD6542  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AD6542  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AD6542
 AD6542  HORZ ORDER  -  SECOND
 AD6542
 AD6542.The horizontal coordinates were established by classical geodetic methods
 AD6542.and adjusted by the National Geodetic Survey in May 1991..
 AD6542
 AD6542.The orthometric height was scaled from a topographic map.
 AD6542
 AD6542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6542
 AD6542.The geoid height was determined by GEOID03.
 AD6542
 AD6542;                    North         East     Units Scale Factor Converg.
 AD6542;SPC FL E     -   289,143.246   280,782.480   MT  1.00002171   +0 22 06.9
 AD6542;SPC FL E     -   948,630.80    921,200.52   sFT  1.00002171   +0 22 06.9
 AD6542;UTM  17      - 2,980,176.573   580,754.917   MT  0.99968050   +0 22 06.9
 AD6542
 AD6542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6542!SPC FL E     -   1.00000353  x   1.00002171  =   1.00002524
 AD6542!UTM  17      -   1.00000353  x   0.99968050  =   0.99968402
 AD6542
 AD6542                          SUPERSEDED SURVEY CONTROL
 AD6542
 AD6542  NAD 83(1986)-  26 56 28.13567(N)    080 11 11.41713(W) AD(       ) 2
 AD6542  NAD 27      -  26 56 26.93102(N)    080 11 12.25520(W) AD(       ) 2
 AD6542
 AD6542.Superseded values are not recommended for survey control.
 AD6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6542.See file dsdata.txt to determine how the superseded data were derived.
 AD6542
 AD6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8075580177(NAD 83)
 AD6542_MARKER: DD = SURVEY DISK
 AD6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6542+STABILITY: SURFACE MOTION
 AD6542
 AD6542  HISTORY     - Date     Condition        Report By
 AD6542  HISTORY     - 1970     MONUMENTED       FL-099
 AD6542  HISTORY     - 20020331 MARK NOT FOUND   USPSQD
 AD6542  HISTORY     - 20030414 MARK NOT FOUND   USPSQD
 AD6542  HISTORY     - 20040424 MARK NOT FOUND   USPSQD
 AD6542
 AD6542                          STATION DESCRIPTION
 AD6542
 AD6542'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP)
 AD6542'THE STATION IS LOCATED ABOUT 5-3/4 MILES WEST OF JUPITER, 1-1/4
 AD6542'MILES SOUTH OF THE MARTIN-PALM BEACH COUNTY LINE, ON THE NORTH
 AD6542'SIDE OF S. R. 706 AND 2.5 MILES WEST OF SUNSHINE STATE PARKWAY.
 AD6542'
 AD6542'TO REACH THE SATELLITE STATION FROM THE POST OFFICE IN JUPITER,
 AD6542'GO SOUTH ON ROUTE A1A ALTERNATE ALONG EAST SIDE OF RAILROAD TRACKS
 AD6542'FOR 0.45 MILE TO CROSSROAD AT CAUTION LIGHT WHICH IS
 AD6542'S. R. 706.  TURN RIGHT AND GO WEST ON S. R. 706 FOR 3.85 MILES
 AD6542'TO OVERPASS OVER SUNSHINE STATE PARKWAY.  CONTINUE WESTERLY FOR
 AD6542'2.5 MILES TO SATELLITE STATION SITE NORTH OF S. R. 706.
 AD6542'
 AD6542'S-1 AND S-1, A-1, ARE CONVERTED CORPS OF ENGINEERS, PALM BEACH
 AD6542'COUNTY, BRASS DISKS SET IN ROUND CONCRETE POSTS.  S-1, A-2 IS
 AD6542'A PALM BEACH COUNTY GEODETIC BRASS DISK SET IN A ROUND CONCRETE
 AD6542'POST.
 AD6542'
 AD6542'STATION MARK, STAMPED ADAIR S-1, 1970, IS SET 1-1/2 IN
 AD6542'ABOVE GROUND.  IT IS 43 FEET NORTH OF CENTERLINE OF PAVEMENT OF
 AD6542'S. R. 706, 16 FEET NORTHEAST OF POWER POLE, 11.3 FEET SOUTH OF
 AD6542'BARBED WIRE FENCE, AND 9 IN SOUTH OF METAL WITNESS POST.
 AD6542'
 AD6542'AZ. MK 1, STAMPED ADAIR S-1, A-1, 1970, IS SET ON S. R. 706,
 AD6542'41.1 FEET SOUTH OF CENTERLINE OF PAVEMENT OF S. R. 706, 200 FEET
 AD6542'SOUTHEAST OF OLD WOODEN HOUSE LOCATED TO THE NORTH OF S.R. 706,
 AD6542'15.5 FEET SOUTH SOUTHWEST OF POWER POLE, AND 1 FOOT NORTH OF METAL
 AD6542'WITNES POST.  POINT IS 2.0 MILE WEST OF SATELLITE.
 AD6542'
 AD6542'AZ. MK 2, STAMPED ADAIR S-1, A-2, 1970, IS SET FLUSH.  IT
 AD6542'IS 0.2 MILE WEST OF SATELLITE ADAIR A-1 ON S. R. 706, 34.8 FEET
 AD6542'NORTH OF CENTERLINE OF PAVING OF S. R. 706, 15.5 FEET SOUTH
 AD6542'SOUTHWEST OF POWER POLE, AND 1.05 FEET SOUTH OF METAL WITNESS
 AD6542'POST.
 AD6542'
 AD6542'NOTE--SATELLITE ADAIR S-1 IS TIED TO TRIANGULATION STATION ADAIR.
 AD6542
 AD6542                          STATION RECOVERY (2002)
 AD6542
 AD6542'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6542'SR 706 HAS BEEN WIDENED TO 4 LANES PLUS A MEDIAN DIVIDER.
 AD6542' 
 AD6542
 AD6542                          STATION RECOVERY (2003)
 AD6542
 AD6542'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6542'MARK NOT FOUND.
 AD6542
 AD6542                          STATION RECOVERY (2004)
 AD6542
 AD6542'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6541 ***********************************************************************
 AD6541  DESIGNATION -  ADAIR S 1 PBCSD A PT
 AD6541  PID         -  AD6541
 AD6541  STATE/COUNTY-  FL/PALM BEACH
 AD6541  USGS QUAD   -  ROOD (1983)
 AD6541
 AD6541                         *CURRENT SURVEY CONTROL
 AD6541  ___________________________________________________________________
 AD6541* NAD 83(1990)-  26 56 27.90537(N)    080 11 11.32994(W)     ADJUSTED  
 AD6541* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AD6541  ___________________________________________________________________
 AD6541  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AD6541  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AD6541
 AD6541  HORZ ORDER  -  SECOND
 AD6541
 AD6541.The horizontal coordinates were established by classical geodetic methods
 AD6541.and adjusted by the National Geodetic Survey in May 1991..
 AD6541
 AD6541.The orthometric height was scaled from a topographic map.
 AD6541
 AD6541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6541
 AD6541.The geoid height was determined by GEOID03.
 AD6541
 AD6541;                    North         East     Units Scale Factor Converg.
 AD6541;SPC FL E     -   289,136.310   280,784.681   MT  1.00002171   +0 22 07.0
 AD6541;SPC FL E     -   948,608.04    921,207.74   sFT  1.00002171   +0 22 07.0
 AD6541;UTM  17      - 2,980,169.639   580,757.118   MT  0.99968051   +0 22 07.0
 AD6541
 AD6541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6541!SPC FL E     -   1.00000353  x   1.00002171  =   1.00002524
 AD6541!UTM  17      -   1.00000353  x   0.99968051  =   0.99968403
 AD6541
 AD6541:                Primary Azimuth Mark                     Grid Az
 AD6541:SPC FL E     -  ADAIR                                    117 31 03.5
 AD6541:UTM  17      -  ADAIR                                    117 31 03.5
 AD6541
 AD6541|---------------------------------------------------------------------|
 AD6541| PID    Reference Object                     Distance      Geod. Az  |
 AD6541|                                                           dddmmss.s |
 AD6541| AD6534 ADAIR                               APPROX. 0.7 KM 1175310.5 |
 AD6541| AD6542 ADAIR S 1 PBCSD 1970                  7.276 METERS 34245     |
 AD6541|---------------------------------------------------------------------|
 AD6541
 AD6541                          SUPERSEDED SURVEY CONTROL
 AD6541
 AD6541  NAD 83(1986)-  26 56 27.91013(N)    080 11 11.33904(W) AD(       ) 2
 AD6541  NAD 27      -  26 56 26.70521(N)    080 11 12.17701(W) AD(       ) 2
 AD6541
 AD6541.Superseded values are not recommended for survey control.
 AD6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6541.See file dsdata.txt to determine how the superseded data were derived.
 AD6541
 AD6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8075780170(NAD 83)
 AD6541_MARKER: W = UNMONUMENTED
 AD6541_SETTING: 0 = UNSPECIFIED SETTING
 AD6541
 AD6541  HISTORY     - Date     Condition        Report By
 AD6541  HISTORY     - 1970     MONUMENTED       FL-099
 AD6541
 AD6541                          STATION DESCRIPTION
 AD6541
 AD6541'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970
 AD6541'SEE STATION ADAIR S 1 PBCSD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6533 ***********************************************************************
 AD6533  DESIGNATION -  ADAIR S 2 PBCSD 1970
 AD6533  PID         -  AD6533
 AD6533  STATE/COUNTY-  FL/PALM BEACH
 AD6533  USGS QUAD   -  ROOD (1983)
 AD6533
 AD6533                         *CURRENT SURVEY CONTROL
 AD6533  ___________________________________________________________________
 AD6533* NAD 83(1990)-  26 56 11.42976(N)    080 10 23.32269(W)     ADJUSTED  
 AD6533* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 AD6533  ___________________________________________________________________
 AD6533  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AD6533  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AD6533
 AD6533  HORZ ORDER  -  SECOND
 AD6533
 AD6533.The horizontal coordinates were established by classical geodetic methods
 AD6533.and adjusted by the National Geodetic Survey in May 1991..
 AD6533
 AD6533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6533
 AD6533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6533
 AD6533.The geoid height was determined by GEOID03.
 AD6533
 AD6533;                    North         East     Units Scale Factor Converg.
 AD6533;SPC FL E     -   288,637.804   282,112.287   MT  1.00002438   +0 22 28.5
 AD6533;SPC FL E     -   946,972.53    925,563.39   sFT  1.00002438   +0 22 28.5
 AD6533;UTM  17      - 2,979,671.303   582,084.270   MT  0.99968318   +0 22 28.5
 AD6533
 AD6533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6533!SPC FL E     -   1.00000361  x   1.00002438  =   1.00002799
 AD6533!UTM  17      -   1.00000361  x   0.99968318  =   0.99968679
 AD6533
 AD6533|---------------------------------------------------------------------|
 AD6533| PID    Reference Object                     Distance      Geod. Az  |
 AD6533|                                                           dddmmss.s |
 AD6533| AD6532 ADAIR S 2 PBCSD A PT                 23.419 METERS 24649     |
 AD6533| AD6534 ADAIR                               APPROX. 0.8 KM 2844539.8 |
 AD6533|---------------------------------------------------------------------|
 AD6533
 AD6533                          SUPERSEDED SURVEY CONTROL
 AD6533
 AD6533  NAD 83(1986)-  26 56 11.43448(N)    080 10 23.33164(W) AD(       ) 2
 AD6533  NAD 27      -  26 56 10.22896(N)    080 10 24.17105(W) AD(       ) 2
 AD6533  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 AD6533
 AD6533.Superseded values are not recommended for survey control.
 AD6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6533.See file dsdata.txt to determine how the superseded data were derived.
 AD6533
 AD6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8208479671(NAD 83)
 AD6533_MARKER: DD = SURVEY DISK
 AD6533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6533+STABILITY: SURFACE MOTION
 AD6533
 AD6533  HISTORY     - Date     Condition        Report By
 AD6533  HISTORY     - 1970     MONUMENTED       FL-099
 AD6533  HISTORY     - 19950408 GOOD             USPSQD
 AD6533  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 AD6533  HISTORY     - 20030414 MARK NOT FOUND   USPSQD
 AD6533  HISTORY     - 20040424 MARK NOT FOUND   USPSQD
 AD6533
 AD6533                          STATION DESCRIPTION
 AD6533
 AD6533'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP)
 AD6533'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST OF JUPITER, 1-1/4
 AD6533'MILES SOUTH OF THE MARTIN-PALM BEACH COUNTY LINE, ON THE NORTH
 AD6533'SIDE OF S. R. 706 AND 1/2 MILE WEST OF SUNSHINE STATE PARKWAY.
 AD6533'
 AD6533'TO REACH THE SATELLITE STATION FROM THE POST OFFICE IN JUPITER,
 AD6533'GO SOUTH ON ROUTE A1A ALTERNATE ALONG EAST SIDE OF RAILROAD TRACKS
 AD6533'FOR 0.45 MILE TO CROSSROAD AT CAUTION LIGHT WHICH IS
 AD6533'S. R. 706.  TURN RIGHT AND GO WEST ON S. R. 706 FOR 3.85 MILES
 AD6533'TO OVERPASS OVER SUNSHINE STATE PARKWAY.  CONTINUE WESTERLY FOR
 AD6533'1.25 MILE TO SATELLITE STATION SITE NORTH OF S. R. 706 FROM THE
 AD6533'CENTER OF THE OVERPASS.
 AD6533'
 AD6533'S-2 AND S-2, A-1, ARE CONVERTED CORPS OF ENGINEERS, PALM BEACH
 AD6533'COUNTY, BRASS DISKS SET IN ROUND CONCRETE POSTS.  S-2, A-2, IS A
 AD6533'PALM BEACH COUNTY GEODETIC DISC SET IN A ROUND CONCRETE POST.
 AD6533'
 AD6533'STATION MARK STAMPED ADAIR S-2 1970, IS SET 1-1/2 INCHES ABOVE
 AD6533'GROUND.  IT IS 38.6 FEET NORTH OF CENTERLINE OF PAVING OF
 AD6533'S. R. 706, 17 FEET SOUTH OF BARBED WIRE FENCE, 44 FEET SOUTHEAST
 AD6533'OF POWER POLE, AND .9 FOOT SOUTH OF METAL WITNESS POST.
 AD6533'
 AD6533'AZ. MK 1, STAMPED ADAIR S-2, A-1, 1970, IS SET FLUSH.  IT IS
 AD6533'0.3 MILE EAST OF SATELLITE ADAIR, 35 FEET SOUTH OF CENTERLINE OF
 AD6533'PAVING OF S. R. 706, 11.1 FEET NORTH OF BARBED WIRE FENCE, 44.4
 AD6533'FEET NORTHWEST OF POWER POLE, AND .9 FEET NORTH OF METAL WITNESS
 AD6533'POST.
 AD6533'
 AD6533'AZ. MK 2, STAMPED ADAIR S-2, A-2, 1970, IS SET FLUSH.  IT IS
 AD6533'0.3 MILE EAST OF SATELLITE ADAIR S-2 ON S. R. 706, 29.1 FEET NORTH
 AD6533'OF CENTERLINE OF PAVING OF S. R. 706, 58 FEET SOUTHWEST OF POWER
 AD6533'POLE NUMBER 24, 21.0 FEET SOUTH OF STATE ROAD RIGHT OF WAY
 AD6533'MONUMENT, AND 12-1/2 IN SOUTH OF METAL WITNESS POST.
 AD6533'
 AD6533'NOTE--SATELLITE ADAIR S-2 IS TIED TO TRIANGULATION STATION ADAIR.
 AD6533
 AD6533                          STATION RECOVERY (1995)
 AD6533
 AD6533'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6533'RECOVERED IN GOOD CONDITION.
 AD6533
 AD6533                          STATION RECOVERY (2002)
 AD6533
 AD6533'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6533'SR 706 HAS BEEN WIDENED TO 4 LANES PLUS A MEDIAN DIVIDER.
 AD6533' 
 AD6533' 
 AD6533
 AD6533                          STATION RECOVERY (2003)
 AD6533
 AD6533'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6533'MARK NOT FOUND.
 AD6533
 AD6533                          STATION RECOVERY (2004)
 AD6533
 AD6533'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6532 ***********************************************************************
 AD6532  DESIGNATION -  ADAIR S 2 PBCSD A PT
 AD6532  PID         -  AD6532
 AD6532  STATE/COUNTY-  FL/PALM BEACH
 AD6532  USGS QUAD   -  ROOD (1983)
 AD6532
 AD6532                         *CURRENT SURVEY CONTROL
 AD6532  ___________________________________________________________________
 AD6532* NAD 83(1990)-  26 56 11.13030(N)    080 10 24.10312(W)     ADJUSTED  
 AD6532* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AD6532  ___________________________________________________________________
 AD6532  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AD6532  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AD6532
 AD6532  HORZ ORDER  -  SECOND
 AD6532
 AD6532.The horizontal coordinates were established by classical geodetic methods
 AD6532.and adjusted by the National Geodetic Survey in May 1991..
 AD6532
 AD6532.The orthometric height was scaled from a topographic map.
 AD6532
 AD6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6532
 AD6532.The geoid height was determined by GEOID03.
 AD6532
 AD6532;                    North         East     Units Scale Factor Converg.
 AD6532;SPC FL E     -   288,628.446   282,090.818   MT  1.00002434   +0 22 28.2
 AD6532;SPC FL E     -   946,941.83    925,492.96   sFT  1.00002434   +0 22 28.2
 AD6532;UTM  17      - 2,979,661.949   582,062.809   MT  0.99968313   +0 22 28.2
 AD6532
 AD6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6532!SPC FL E     -   1.00000353  x   1.00002434  =   1.00002787
 AD6532!UTM  17      -   1.00000353  x   0.99968313  =   0.99968666
 AD6532
 AD6532|---------------------------------------------------------------------|
 AD6532| PID    Reference Object                     Distance      Geod. Az  |
 AD6532|                                                           dddmmss.s |
 AD6532| AD6533 ADAIR S 2 PBCSD 1970                 23.419 METERS 06649     |
 AD6532| AD6534 ADAIR                               APPROX. 0.7 KM 2855257.2 |
 AD6532|---------------------------------------------------------------------|
 AD6532
 AD6532                          SUPERSEDED SURVEY CONTROL
 AD6532
 AD6532  NAD 83(1986)-  26 56 11.13493(N)    080 10 24.11230(W) AD(       ) 2
 AD6532  NAD 27      -  26 56 09.92948(N)    080 10 24.95146(W) AD(       ) 2
 AD6532
 AD6532.Superseded values are not recommended for survey control.
 AD6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6532.See file dsdata.txt to determine how the superseded data were derived.
 AD6532
 AD6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8206379662(NAD 83)
 AD6532_MARKER: W = UNMONUMENTED
 AD6532_SETTING: 0 = UNSPECIFIED SETTING
 AD6532
 AD6532  HISTORY     - Date     Condition        Report By
 AD6532  HISTORY     - 1970     MONUMENTED       FL-099
 AD6532
 AD6532                          STATION DESCRIPTION
 AD6532
 AD6532'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970
 AD6532'SEE STATION ADAIR S 2 PBCSD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1443 ***********************************************************************
 AG1443  DESIGNATION -  ADAMO
 AG1443  PID         -  AG1443
 AG1443  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1443  USGS QUAD   -  TAMPA (1995)
 AG1443
 AG1443                         *CURRENT SURVEY CONTROL
 AG1443  ___________________________________________________________________
 AG1443* NAD 83(1990)-  27 57 14.63037(N)    082 24 59.80705(W)     ADJUSTED  
 AG1443* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AG1443  ___________________________________________________________________
 AG1443  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AG1443  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG1443
 AG1443  HORZ ORDER  -  THIRD
 AG1443
 AG1443.The horizontal coordinates were established by classical geodetic methods
 AG1443.and adjusted by the National Geodetic Survey in May 1991..
 AG1443
 AG1443.The orthometric height was scaled from a topographic map.
 AG1443
 AG1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1443
 AG1443.The geoid height was determined by GEOID03.
 AG1443
 AG1443;                    North         East     Units Scale Factor Converg.
 AG1443;SPC FL W     -   401,188.564   159,006.003   MT  0.99996191   -0 11 43.1
 AG1443;SPC FL W     - 1,316,232.81    521,672.19   sFT  0.99996191   -0 11 43.1
 AG1443;UTM  17      - 3,092,921.470   360,647.992   MT  0.99983968   -0 39 51.0
 AG1443
 AG1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1443!SPC FL W     -   1.00000397  x   0.99996191  =   0.99996588
 AG1443!UTM  17      -   1.00000397  x   0.99983968  =   0.99984365
 AG1443
 AG1443|---------------------------------------------------------------------|
 AG1443| PID    Reference Object                     Distance      Geod. Az  |
 AG1443|                                                           dddmmss.s |
 AG1443| CW6886 ADAMO RM 1                           16.199 METERS 00627     |
 AG1443| AG1414 TAMPA CONTINENTAL CAN CO TANK       APPROX. 0.6 KM 0394612.1 |
 AG1443| AG1416 ADAMO 2                              14.766 METERS 09135     |
 AG1443| AG1377 TAMPA RAD STA WIOK MAST             APPROX. 2.1 KM 1093811.8 |
 AG1443| CW6887 ADAMO RM 2                           18.473 METERS 27059     |
 AG1443| AG1440 TAMPA AMERICAN CAN CO TANK          APPROX. 1.4 KM 2713526.1 |
 AG1443|---------------------------------------------------------------------|
 AG1443
 AG1443                          SUPERSEDED SURVEY CONTROL
 AG1443
 AG1443  NAD 83(1986)-  27 57 14.63250(N)    082 24 59.81777(W) AD(       ) 3
 AG1443  NAD 27      -  27 57 13.56400(N)    082 25 00.47600(W) AD(       ) 3
 AG1443
 AG1443.Superseded values are not recommended for survey control.
 AG1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1443.See file dsdata.txt to determine how the superseded data were derived.
 AG1443
 AG1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6064892921(NAD 83)
 AG1443_MARKER: DS = TRIANGULATION STATION DISK
 AG1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1443
 AG1443  HISTORY     - Date     Condition        Report By
 AG1443  HISTORY     - 1957     MONUMENTED       CGS
 AG1443  HISTORY     - 1959     GOOD             CGS
 AG1443  HISTORY     - 1964     GOOD             USE
 AG1443  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AG1443  HISTORY     - 20000305 MARK NOT FOUND   USPSQD
 AG1443  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1443
 AG1443                          STATION DESCRIPTION
 AG1443
 AG1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW)
 AG1443'STATION IS LOCATED IN THE EASTERN SECTION OF TAMPA, AT THE
 AG1443'HEAD OF MC KAY BAY, 1.1 MILE EAST ALONG ADAMO DRIVE (FLA. 60) FROM
 AG1443'ITS INTERSECTION WITH 22ND STREET, 548 FEET EAST OF THE CENTER
 AG1443'OF CONCRETE CULVERT UNDER ADAMO DRIVE, 75.5 FEET SOUTH OF THE
 AG1443'CENTERLINE OF THE SOUTH LANE OF THE HIGHWAY, 41.6 FEET NORTH OF
 AG1443'THE MEAN HIGH WATER LINE (EDGE OF GRASS).  A STANDARD DISK
 AG1443'STAMPED ADAMO 1957 SET IN AN 8-INCH SQUARE CONCRETE MONUMENT
 AG1443'PROJECTING 4 IN ABOVE GROUND.
 AG1443'
 AG1443'REFERENCE MARK 1, LOCATED 22.0 FEET SOUTH OF THE CENTERLINE
 AG1443'OF THE SOUTH LANE OF HIGHWAY AND 95.0 FEET NORTH
 AG1443'OF THE MEAN HIGH WATER LINE.  A STANDARD DISK STAMPED ADAMO RM 1
 AG1443'1957 SET IN AN 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 AG1443'IN ABOVE GROUND.
 AG1443'
 AG1443'REFERENCE MARK 2, LOCATED 83.0 FEET SOUTH OF THE CENTERLINE
 AG1443'OF THE SOUTH LANE OF HIGHWAY, 29.6 FEET NORTH OF THE MEAN HIGH
 AG1443'WATER LINE.  A STANDARD DISK STAMPED ADAMO RM 2 1957 SET IN AN
 AG1443'8-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 IN ABOVE GROUND.
 AG1443'
 AG1443'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AG1443
 AG1443                          STATION RECOVERY (1959)
 AG1443
 AG1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AG1443'THIS STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN MARCH 1959 AND
 AG1443'FOUND IN GOOD CONDITION.  THE STATION IS LOCATED IN THE EAST
 AG1443'PART OF TAMPA, 125 YARDS WEST OF THE JUNCTION OF ADAMO DRIVE
 AG1443'(STATE HIGHWAY 60) AND 39TH STREET, 200 YARDS EAST OF A CONCRETE
 AG1443'CULVERT UNDER THE HIGHWAY, 09 MILE WEST OF THE INTERSECTION OF
 AG1443'ADAMO DRIVE (STATE HIGHWAY 60) AND 50TH STREET (U.S. HIGHWAY 41)
 AG1443'63 FT. SOUTH OF THE SOUTH EDGE OF THE SOUTH TRAFFIC LANE OF ADAMO
 AG1443'DRIVE, 2.3 FT. WEST OF A WOODEN WITNESS POST, A TRIANGULATION
 AG1443'STATION DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 AG1443'PROJECTS 0.4 FT. ABOVE THE GROUND, STAMPED ADAMO 1957.
 AG1443'
 AG1443'R.M. 1 IS 53.239 FT. OR 16.229 FT. NORTH OF THE STATION 10 FT.
 AG1443'SOUTH OF THE SOUTH EDGE OF THE SOUTH TRAFFIC LANE OF ADAMO
 AG1443'DRIVE, 125 YARDS WEST OF THE JUNCTION OF ADAMO DRIVE
 AG1443'AND 39TH STREET, A REFERENCE MARK DISK SET IN THE TOP OF
 AG1443'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AG1443'ADAMO RM 1 1957.
 AG1443'
 AG1443'R.M. 2 IS 60.602 FT. OR 18.471 METERS WEST OF THE STATION, 175
 AG1443'YARDS EAST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 70 FT. SOUTH
 AG1443'OF THE SOUTH EDGE OF THE SOUTH TRAFFIC LANE OF ADAMO DRIVE, 1.2 FT.
 AG1443'SOUTH OF A WOODEN WITNESS POST, A REFERENCE MARK DISK SET IN
 AG1443'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE
 AG1443'THE GROUND, STAMPED ADAMO RM 2 1957.
 AG1443
 AG1443                          STATION RECOVERY (1964)
 AG1443
 AG1443'RECOVERY NOTE BY US ENGINEERS 1964
 AG1443'STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 AG1443'
 AG1443'RM 1 WAS NOT RECOVERED.  HOWEVER, IT MAY BE INTACT.  IT COULD
 AG1443'NOT BE SEEN.  MAY HAVE BEEN COVERED BY DIRT FILL.  NO DIGGING
 AG1443'EQUIPMENT ON HAND AT TIME OF SEARCH.
 AG1443'
 AG1443'THE THREE AZIMUTH MARKS, AMERICAN CAN COMPANY TANK,
 AG1443'CONTINENTAL CAN COMPANY TANK, AND RADIO STATION WICK MAST, ARE
 AG1443'ALL VISIBLE.
 AG1443
 AG1443                          STATION RECOVERY (1967)
 AG1443
 AG1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 AG1443'THE DISTANCES TO AMERICAN AND CONTINENTAL W. TANKS ARE
 AG1443'TAKEN FROM THE 1957 DATA SHEET AND THE DIRECTION TO THE
 AG1443'CONTINENTAL TANK IS DERIVED FROM THAT SHEET BY ADDING THE ANGLE
 AG1443'THERE TO THE DIRECTION OBSERVED NOW TO THE AMERICAN TANK, DONE
 AG1443'BECAUSE OF A ROOF-GRAZING LINE TO THE CONTINENTAL TANK.
 AG1443'
 AG1443'RECOVERED STATION AND NO. 1 R.M. IN APPARENTLY GOOD CONDITION
 AG1443'ESSENTIALLY AS ORIGINALLY DESCRIBED.  THE NO. 2 R.M. WAS FOUND
 AG1443'BROKEN CLEANLY WITH THE TOP PORTION SOMEWHAT CHIPPED ON TOP, AND
 AG1443'IT WAS RESTORED TO THE APPARENTLY UNDISTURBED BASE PORTION AND
 AG1443'THE WHOLE REINFORCED WITH ADDITIONAL COLLAR OF FRESH CONCRETE
 AG1443'AND THE TOP PLASTER-SMOOTHED.
 AG1443'
 AG1443'ABOUT 2.5 MILES AIR LINE ENE OF HEART OF DOWNTOWN TAMPA, AT
 AG1443'THE N TIP OF MC KAY BAY, 349 FEET W OF PROJECTED CENTER LINE OF
 AG1443'39TH STREET, 76 FEET S OF CENTER LINE OF 24-FOOT PAVEMENT OF
 AG1443'THE S PAIR OF TRAFFIC LANES OF NO. 60 FLORIDA HWY., 3.5 FEET
 AG1443'LOWER THAN SAME, 45 FEET W OF PROJECTED PLANE OF W WALL OF HUNT
 AG1443'TRUCK SALES 2-STORY CONCRETE BUILDING, 2.6 FEET ESE OF STEEL
 AG1443'WITNESS POST.  A STANDARD STATION DISK IS STAMPED ADAMO 1957
 AG1443'IN A MONUMENT THAT PROJECTS 0.5 FOOT ABOVE GROUND, EVIDENTLY
 AG1443'WITHOUT A SUBSURFACE MARK FOR WHICH REASON AND BETTER
 AG1443'PLACEMENT ADAMO 2 WAS ESTABLISHED FOR WHICH SEE DESCRIPTION.
 AG1443'
 AG1443'R.M. NO. 1 IS 22 FEET S OF C/L OF SAID TRAFFIC LANES, 1.1 FEET
 AG1443'LOWER THAN SAME, 36 FEET W OF SAID PLANE OF BUILDING WALL, AND
 AG1443'ABOUT 0.2 FOOT UNDERGROUND.
 AG1443'
 AG1443'R.M. NO. 2 PROJECTS 0.3 FOOT, IS 83 S OF C/L OF THE TRAFFIC
 AG1443'LANES, 3.8 FEET LOWER THAN SAME, 7-1/2 FEET SE OF NO. 3717
 AG1443'CREOSOTED TELEPHONE POLE, AND 1.6 FEET SW OF STEEL WITNESS POST.
 AG1443'
 AG1443'ADAMO 2 1967 IS FLUSH WITH THE GROUND AND 2.9 FEET ESE OF
 AG1443'STEEL WITNESS POST.  SEE DESCRIPTION THEREOF.
 AG1443'
 AG1443'PUBLISHED BEARING TO THE AMERICAN CAN CO. TANK IS
 AG1443'N 88 DEG 24 MIN 31.6 SEC W.
 AG1443'
 AG1443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AG1443'2.5 MILES ENE OF HEART OF DOWNTOWN TAMPA.
 AG1443
 AG1443                          STATION RECOVERY (2000)
 AG1443
 AG1443'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG1443'MARK NOT FOUND.
 AG1443
 AG1443                          STATION RECOVERY (2001)
 AG1443
 AG1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1416 ***********************************************************************
 AG1416  DESIGNATION -  ADAMO 2
 AG1416  PID         -  AG1416
 AG1416  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1416  USGS QUAD   -  TAMPA (1995)
 AG1416
 AG1416                         *CURRENT SURVEY CONTROL
 AG1416  ___________________________________________________________________
 AG1416* NAD 83(1990)-  27 57 14.61705(N)    082 24 59.26707(W)     ADJUSTED  
 AG1416* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AG1416  ___________________________________________________________________
 AG1416  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AG1416  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG1416
 AG1416  HORZ ORDER  -  THIRD
 AG1416
 AG1416.The horizontal coordinates were established by classical geodetic methods
 AG1416.and adjusted by the National Geodetic Survey in May 1991..
 AG1416.No horizontal observational check was made to the station.
 AG1416
 AG1416.The orthometric height was scaled from a topographic map.
 AG1416
 AG1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1416
 AG1416.The geoid height was determined by GEOID03.
 AG1416
 AG1416;                    North         East     Units Scale Factor Converg.
 AG1416;SPC FL W     -   401,188.104   159,020.761   MT  0.99996190   -0 11 42.8
 AG1416;SPC FL W     - 1,316,231.30    521,720.61   sFT  0.99996190   -0 11 42.8
 AG1416;UTM  17      - 3,092,920.889   360,662.744   MT  0.99983963   -0 39 50.7
 AG1416
 AG1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1416!SPC FL W     -   1.00000397  x   0.99996190  =   0.99996587
 AG1416!UTM  17      -   1.00000397  x   0.99983963  =   0.99984360
 AG1416
 AG1416:                Primary Azimuth Mark                     Grid Az
 AG1416:SPC FL W     -  TAMPA CONTINENTAL CAN CO TANK            038 45 44.8
 AG1416:UTM  17      -  TAMPA CONTINENTAL CAN CO TANK            039 13 52.7
 AG1416
 AG1416|---------------------------------------------------------------------|
 AG1416| PID    Reference Object                     Distance      Geod. Az  |
 AG1416|                                                           dddmmss.s |
 AG1416| AG1414 TAMPA CONTINENTAL CAN CO TANK       APPROX. 0.6 KM 0383402.0 |
 AG1416| CW6887 ADAMO RM 2                           33.238 METERS 27116     |
 AG1416| AG1443 ADAMO                                14.766 METERS 27135     |
 AG1416| AG1440 TAMPA AMERICAN CAN CO TANK          APPROX. 1.4 KM 2713526.4 |
 AG1416| CW6886 ADAMO RM 1                           20.970 METERS 32155     |
 AG1416|---------------------------------------------------------------------|
 AG1416
 AG1416                          SUPERSEDED SURVEY CONTROL
 AG1416
 AG1416  NAD 83(1986)-  27 57 14.61918(N)    082 24 59.27779(W) AD(       ) 3
 AG1416  NAD 27      -  27 57 13.55065(N)    082 24 59.93563(W) AD(       ) 3
 AG1416
 AG1416.Superseded values are not recommended for survey control.
 AG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1416.See file dsdata.txt to determine how the superseded data were derived.
 AG1416
 AG1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6066392921(NAD 83)
 AG1416_MARKER: DS = TRIANGULATION STATION DISK
 AG1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1416_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG1416
 AG1416  HISTORY     - Date     Condition        Report By
 AG1416  HISTORY     - 1967     MONUMENTED       CGS
 AG1416  HISTORY     - 20000305 MARK NOT FOUND   USPSQD
 AG1416  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1416
 AG1416                          STATION DESCRIPTION
 AG1416
 AG1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JB)
 AG1416'ABOUT 2.5 MILES AIR LINE ENE OF THE HEART OF DOWNTOWN TAMPA, AT
 AG1416'THE TIP OF N END OF MC KAY BAY, 301 FEET W OF PROJECTED CENTER
 AG1416'LINE OF THE 75-FOOT PAVEMENT OF 39TH STREET, ABOUT 70 FEET S OF
 AG1416'C/L OF 24-FOOT PAVEMENT OF S PAIR OF TRAFFIC LANES OF NO. 60
 AG1416'FLA. HWY. (MAIN ROAD TO BRANDON), 3.2 FEET LOWER THAN SAME,
 AG1416'ABOUT 10 YARDS N OF THE HIGHWATER LINE OF MC KAY BAY, 3.0 FEET
 AG1416'E OF THE PROJECTED PLANE OF THE W WALL OF THE 2-STORY CONCRETE
 AG1416'BUILDING OF HUNT TRUCK SALES ON N SIDE OF HWY., 2.9 FEET ESE
 AG1416'OF STEEL WITNESS POST, BOTH DISKS STAMPED ADAMO 2 1967, AND
 AG1416'THE SURFACE MARK FLUSH WITH THE SURFACE OF THE GROUND.
 AG1416'
 AG1416'ADAMO 1957 IS MARKED ONLY BY THE ONE SURFACE STATION MARK
 AG1416'AND THIS AND SLIGHTLY BETTER PLACEMENT ARE THE REASONS FOR
 AG1416'SETTING OF THE SUBJECT STATION.
 AG1416'
 AG1416'NO. 1 R.M. IS 36 FEET W OF THE PROJECTED PLANE OF THE SAID
 AG1416'BUILDING WALL, 22 FEET S OF C/L OF SAID TRAFFIC LANES, 1.1 FEET
 AG1416'LOWER THAN SAME, AND 0.2 FOOT UNDERGROUND.
 AG1416'
 AG1416'NO. 2 R.M. IS 83 FEET S OF C/L OF SAID TRAFFIC LANES, 3.8 FEET
 AG1416'LOWER THAN SAME, 7.5 FEET SE OF NO. 3717 CREOSOTED TELEPHONE
 AG1416'POLE, 1.6 FEET SW OF STEEL WITNESS POST, AND PROJECTS 0.3 FOOT
 AG1416'ABOVE GROUND.
 AG1416'
 AG1416'THE BEARING TO AMERICAN CAN COMPANY WATER TANK IS N 88 DEG 24 MIN
 AG1416'32 SEC W WHICH IS THE SAME AS ITS BEARING FROM STATION
 AG1416'ADAMO 1957 WITH THE TENTHS OF SECONDS DROPPED AND CONVERGENCE
 AG1416'INCREMENT (ESTIMATED AS PLUS 0.2 SEC) DISREGARDED.
 AG1416
 AG1416                          STATION RECOVERY (2000)
 AG1416
 AG1416'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG1416'MARK NOT FOUND.
 AG1416
 AG1416                          STATION RECOVERY (2001)
 AG1416
 AG1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0358 ***********************************************************************
 AF0358  CBN         -  This is a Cooperative Base Network Control Station.
 AF0358  DESIGNATION -  ADAMS
 AF0358  PID         -  AF0358
 AF0358  STATE/COUNTY-  FL/INDIAN RIVER
 AF0358  USGS QUAD   -  NORTH OF GUM SLOUGH (1953)
 AF0358
 AF0358                         *CURRENT SURVEY CONTROL
 AF0358  ___________________________________________________________________
 AF0358* NAD 83(1999)-  27 38 25.38498(N)    080 37 41.36208(W)     ADJUSTED  
 AF0358* NAVD 88     -         7.745  (meters)      25.41   (feet)  ADJUSTED  
 AF0358  ___________________________________________________________________
 AF0358  X           -     920,752.737 (meters)                     COMP
 AF0358  Y           -  -5,578,829.146 (meters)                     COMP
 AF0358  Z           -   2,941,251.059 (meters)                     COMP
 AF0358  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AF0358  ELLIP HEIGHT-         -19.62  (meters)          (04/12/01) GPS OBS
 AF0358  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AF0358  DYNAMIC HT  -           7.733 (meters)      25.37  (feet)  COMP
 AF0358  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 AF0358
 AF0358  HORZ ORDER  -  A
 AF0358  VERT ORDER  -  SECOND    CLASS I
 AF0358  ELLP ORDER  -  FOURTH    CLASS I
 AF0358
 AF0358.The horizontal coordinates were established by GPS observations
 AF0358.and adjusted by the National Geodetic Survey in April 2001..
 AF0358
 AF0358.The orthometric height was determined by differential leveling
 AF0358.and adjusted by the National Geodetic Survey in February 1998..
 AF0358
 AF0358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF0358
 AF0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0358
 AF0358.The ellipsoidal height was determined by GPS observations
 AF0358.and is referenced to NAD 83.
 AF0358
 AF0358.The geoid height was determined by GEOID03.
 AF0358
 AF0358.The dynamic height is computed by dividing the NAVD 88
 AF0358.geopotential number by the normal gravity value computed on the
 AF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF0358.degrees latitude (g = 980.6199 gals.).
 AF0358
 AF0358.The modeled gravity was interpolated from observed gravity values.
 AF0358
 AF0358;                    North         East     Units Scale Factor Converg.
 AF0358;SPC FL E     -   366,415.241   236,693.949   MT  0.99995779   +0 10 21.0
 AF0358;SPC FL E     - 1,202,147.34    776,553.40   sFT  0.99995779   +0 10 21.0
 AF0358;UTM  17      - 3,057,422.203   536,681.429   MT  0.99961661   +0 10 21.0
 AF0358
 AF0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0358!SPC FL E     -   1.00000308  x   0.99995779  =   0.99996087
 AF0358!UTM  17      -   1.00000308  x   0.99961661  =   0.99961969
 AF0358
 AF0358:                Primary Azimuth Mark                     Grid Az
 AF0358:SPC FL E     -  FELLSMERE ATT MICROWAVE                  359 59 11.8
 AF0358:UTM  17      -  FELLSMERE ATT MICROWAVE                  359 59 11.8
 AF0358
 AF0358|---------------------------------------------------------------------|
 AF0358| PID    Reference Object                     Distance      Geod. Az  |
 AF0358|                                                           dddmmss.s |
 AF0358| AF0344 FELLSMERE ATT MICROWAVE             APPROX.12.3 KM 0000932.8 |
 AF0358| AF0350 VERO BEACH WEST GATE RAD MAST       APPROX.10.7 KM 0910607.2 |
 AF0358| AE5261 ADAMS RM 1                           24.068 METERS 13250     |
 AF0358| DE4107 ADAMS RM 2                           23.477 METERS 22731     |
 AF0358| AF0363 FORT DRUM MICROWAVE RML SITE 4      APPROX.19.6 KM 2302936.5 |
 AF0358| AF0364 FORT DRUM US IMMIGR CONT TWR        APPROX.22.1 KM 2402147.4 |
 AF0358| DE4106 ADAMS AZ MK                                        2693615.9 |
 AF0358| AF0359 OKEE LANTA INC WATER TANK           APPROX.11.1 KM 3443517.7 |
 AF0358|---------------------------------------------------------------------|
 AF0358
 AF0358                          SUPERSEDED SURVEY CONTROL
 AF0358
 AF0358  NAD 83(1990)-  27 38 25.38363(N)    080 37 41.36145(W) AD(       ) B
 AF0358  ELLIP H (06/02/94)  -19.61   (m)                       GP(       ) 3 1
 AF0358  NAD 83(1990)-  27 38 25.38349(N)    080 37 41.36156(W) AD(       ) 1
 AF0358  NAD 83(1986)-  27 38 25.38857(N)    080 37 41.37764(W) AD(       ) 1
 AF0358  NAD 27      -  27 38 24.27127(N)    080 37 42.17277(W) AD(       ) 1
 AF0358  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 AF0358
 AF0358.Superseded values are not recommended for survey control.
 AF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0358.See file dsdata.txt to determine how the superseded data were derived.
 AF0358
 AF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL3668157422(NAD 83)
 AF0358_MARKER: DS = TRIANGULATION STATION DISK
 AF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0358_SP_SET: CONCRETE POST
 AF0358_STAMPING: ADAMS 1960
 AF0358_MARK LOGO: CGS   
 AF0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0358+STABILITY: SURFACE MOTION
 AF0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF0358+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 AF0358
 AF0358  HISTORY     - Date     Condition        Report By
 AF0358  HISTORY     - 1960     MONUMENTED       CGS
 AF0358  HISTORY     - 1960     GOOD             CGS
 AF0358  HISTORY     - 1961     GOOD             CGS
 AF0358  HISTORY     - 1983     GOOD             LOCENG
 AF0358  HISTORY     - 1986     GOOD             USPSQD
 AF0358  HISTORY     - 19890802 MARK NOT FOUND   USPSQD
 AF0358  HISTORY     - 19930305 GOOD             NGS
 AF0358  HISTORY     - 19950618 GOOD             FLDEP
 AF0358  HISTORY     - 19990405 GOOD             FLDT
 AF0358  HISTORY     - 20060410 MARK NOT FOUND   INDIV
 AF0358
 AF0358                          STATION DESCRIPTION
 AF0358
 AF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AF0358'THE STATION IS ABOUT 14 MILES WEST OF VERO BEACH, ABOUT 10
 AF0358'MILES SOUTH OF FELLSMERE, ABOUT ON THE LINE OF SECTION 3 AND 4,
 AF0358'T-33-S, R-37-E, AND ON ROAD RIGHT-OF-WAY.  IT IS 80 FEET
 AF0358'NORTHWEST OF A WITNESS POST, 60 FEET SOUTH OF A FENCE AND 31 FEET
 AF0358'NORTH OF THE CENTERLINE OF STATE HIGHWAY 60.  THE MONUMENT IS
 AF0358'FLUSH AND THE DISK IS STAMPED ADAMS 1960.
 AF0358'
 AF0358'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 AF0358'S-512 (ABOUT 10 MILES SOUTH OF FELLSMERE), GO EAST ON HIGHWAY
 AF0358'60 FOR 0.35 MILE TO A SMALL BRIDGE AND THE AZIMUTH MARK ABOUT
 AF0358'200 FEET EAST OF THIS BRIDGE ON THE RIGHT SIDE OF THE
 AF0358'ROAD.  CONTINUE EAST ON HIGHWAY 60 FOR 0.6 MILE TO THE STATION ON
 AF0358'THE LEFT AS DESCRIBED.
 AF0358'
 AF0358'REFERENCE MARK 1 IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 AF0358'AND 1 FOOT SOUTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 2
 AF0358'INCHES AND THE DISK IS STAMPED ADAMS NO 1 1960.
 AF0358'
 AF0358'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 AF0358'ROAD AND ON THE SOUTH EDGE OF THE ROAD BANK.  THE MONUMENT IS
 AF0358'FLUSH AND THE DISK IS STAMPED ADAMS NO 2 1960.
 AF0358'
 AF0358'THE AZIMUTH MARK IS 19 FEET SOUTH OF THE CENTERLINE OF THE
 AF0358'ROAD AND 1 FOOT EAST OF A WITNESS POST.  THE MONUMENT PROJECTS 1
 AF0358'INCH AND THE DISK IS STAMPED ADAMS 1960.
 AF0358'
 AF0358'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AF0358
 AF0358                          STATION RECOVERY (1960)
 AF0358
 AF0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AF0358'RECOVERED IN GOOD CONDITION.
 AF0358
 AF0358                          STATION RECOVERY (1961)
 AF0358
 AF0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AF0358'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 AF0358'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 AF0358'ADEQUATE.  THE DIRECTION TO THE AZIMUTH MARK CHECKED BY 1.7
 AF0358'SECONDS.  THE DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED THE
 AF0358'1960 DATA BY 00.0 SECONDS AND 31 SECONDS RESPECTIVELY.  THE
 AF0358'MEASUREMENTS TO BOTH REFERENCE MARKS WERE FOUND TO BE THE SAME
 AF0358'AS STATED.
 AF0358'
 AF0358'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AF0358
 AF0358                          STATION RECOVERY (1983)
 AF0358
 AF0358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (DB)
 AF0358'ADAMS 1960 RECOVERED GOOD.
 AF0358'
 AF0358'STATION APPROX. 2928.92 FEET NORTHEAST OF ADAMS AZIMUTH MARKER,
 AF0358'LOCATED IN THE CENTER OF A PRIVATE ROAD LEADING NORTH, AND 31.0 FEET
 AF0358'NORTH OF CENTER LINE OF STATE ROAD 60 SET WITNESS POST 10.0 FEET
 AF0358'WEST OF MARK.
 AF0358'
 AF0358'ADAMS NO 1 1960 RECOVERED GOOD.
 AF0358'
 AF0358'FD. AS DESCRIBED, MARK IS 3.0 FEET SOUTH OF A GUARD RAIL, SET WITNESS
 AF0358'POST 1.0 FOOT SOUTH OF MARK.
 AF0358'
 AF0358'ADAMS NO 2 1960 RECOVERED GOOD.
 AF0358'
 AF0358'FD. AS DESCRIBED, MARK IS 3.0 FEET SOUTH OF A GUARD RAIL, SET WITNESS
 AF0358'POST 1.0 FOOT SOUTH OF MARK.
 AF0358'
 AF0358'ADAMS 1960 AZ MK RECOVERED GOOD.
 AF0358'
 AF0358'FD AS DESCRIBED.
 AF0358'MARK 2.0 FEET SOUTH OF GUARD RAIL.
 AF0358'SET WITNESS POST 1.0 FOOT SOUTH OF MARK.
 AF0358
 AF0358                          STATION RECOVERY (1986)
 AF0358
 AF0358'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AF0358'RECOVERED IN GOOD CONDITION.
 AF0358
 AF0358                          STATION RECOVERY (1989)
 AF0358
 AF0358'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF0358'MARK NOT FOUND.
 AF0358
 AF0358                          STATION RECOVERY (1993)
 AF0358
 AF0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AF0358'LOCATED ABOUT 25.7 KM (15.95 MI) WEST OF VERO BEACH ON THE NORTH SIDE
 AF0358'OF STATE HIGHWAY 60, AT THE JUNCTION OF STATE HIGHWAY 60 AND 154TH
 AF0358'STREET. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AF0358'TO REACH FROM THE JUNCTION OF COUNTY ROAD 512 AND STATE HIGHWAY 60, GO
 AF0358'EAST ON STATE HIGHWAY 60 FOR 1.53 KM (0.95 MI) TO THE JUNCTION OF
 AF0358'154TH STREET ON THE RIGHT AND THE STATION ON THE LEFT, IN THE CENTER
 AF0358'OF A FARM ROAD LEADING NORTH.
 AF0358'THE STATION IS RECESSED 30 CM BELOW THE LEVEL OF THE GROUND.  LOCATED
 AF0358'20.9 M (68.6 FT) SOUTH FROM A METAL GATE, 9.9 M (32.5 FT) NORTH FROM
 AF0358'THE CENTER OF STATE HIGHWAY 60, 8.6 M (28.2 FT) EAST FROM THE WEST
 AF0358'END OF A GUARDRAIL, 7.5 M (24.6 FT) WEST OF A WITNESS POST, AND 5.3 M
 AF0358'(17.4 FT) WEST FROM THE EAST END OF A GUARDRAIL.
 AF0358
 AF0358                          STATION RECOVERY (1995)
 AF0358
 AF0358'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (JLM)
 AF0358'THE STATION IS ABOUT 14.5 MI (23.3 KM) WEST OF VERO BEACH AT THE
 AF0358'JUNCTION OF 154TH AVENUE AND STATE ROAD 60 IN SECTION 3, TOWNSHIP 33
 AF0358'SOUTH, RANGE 27 EAST. TO REACH THE STATION FROM THE INTERSECTION OF
 AF0358'U.S. HIGHWAY 1 AND STATE ROAD 60 WESTBOUND LANES IN VERO BEACH, GO
 AF0358'WEST ON STATE ROAD 60 FOR 14.5 MI (23.3 KM) TO THE JUNCTION OF 154TH
 AF0358'AVENUE SOUTH AND THE STATION ON THE RIGHT, SET IN THE TOP OF A ROUND
 AF0358'CONCRETE MONUMENT RECESSED 0.7 FT (21.3 CM) BELOW THE LEVEL OF THE
 AF0358'GROUND.  IN THE CENTER OF A FARM ROAD LEADING NORTH. LOCATED 68.6 FT
 AF0358'(20.9 M) SOUTH OF A METAL GATE, 32.5 FT (9.9 M) NORTH OF THE
 AF0358'CENTERLINE OF STATE ROAD 60, 28.2 FT (8.6 M) EAST OF THE WEST END OF A
 AF0358'GUARDRAIL AND 17.4 FT (5.3 M) WEST OF THE EAST END OF A GUARDRAIL.
 AF0358
 AF0358                          STATION RECOVERY (1999)
 AF0358
 AF0358'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AF0358'RECOVERED AS DESCRIBED.
 AF0358
 AF0358                          STATION RECOVERY (2006)
 AF0358
 AF0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KB)
 AF0358'WE DID NOT REVOVER THIS STATION.  PLEASE NOTE THAT S.R. 60 IS BEING
 AF0358'WIDENED FROM 2 LANES TO 4 LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7903 ***********************************************************************
 AL7903  DESIGNATION -  ADAMS
 AL7903  PID         -  AL7903
 AL7903  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7903  USGS QUAD   -  PLANT CITY WEST (1993)
 AL7903
 AL7903                         *CURRENT SURVEY CONTROL
 AL7903  ___________________________________________________________________
 AL7903* NAD 83(1999)-  28 05 01.90708(N)    082 07 47.18507(W)     ADJUSTED  
 AL7903* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 AL7903  ___________________________________________________________________
 AL7903  X           -     771,100.477 (meters)                     COMP
 AL7903  Y           -  -5,578,312.593 (meters)                     COMP
 AL7903  Z           -   2,984,710.597 (meters)                     COMP
 AL7903  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AL7903  ELLIP HEIGHT-           5.63  (meters)          (06/12/02) GPS OBS
 AL7903  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AL7903
 AL7903  HORZ ORDER  -  SECOND
 AL7903  ELLP ORDER  -  FOURTH    CLASS I
 AL7903
 AL7903.The horizontal coordinates were established by GPS observations
 AL7903.and adjusted by the National Geodetic Survey in June 2002..
 AL7903
 AL7903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7903
 AL7903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7903
 AL7903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7903
 AL7903.The ellipsoidal height was determined by GPS observations
 AL7903.and is referenced to NAD 83.
 AL7903
 AL7903.The geoid height was determined by GEOID03.
 AL7903
 AL7903;                    North         East     Units Scale Factor Converg.
 AL7903;SPC FL W     -   415,508.956   187,245.863   MT  0.99994318   -0 03 39.9
 AL7903;SPC FL W     - 1,363,215.63    614,322.47   sFT  0.99994318   -0 03 39.9
 AL7903;UTM  17      - 3,107,007.600   388,999.889   MT  0.99975207   -0 31 54.9
 AL7903
 AL7903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7903!SPC FL W     -   0.99999912  x   0.99994318  =   0.99994230
 AL7903!UTM  17      -   0.99999912  x   0.99975207  =   0.99975119
 AL7903
 AL7903                          SUPERSEDED SURVEY CONTROL
 AL7903
 AL7903  NAD 83(1990)-  28 05 01.90721(N)    082 07 47.18312(W) AD(       ) 2
 AL7903  NGVD 29 (09/03/91)   31.8    (m)          104.     (f) GPS OBS        
 AL7903
 AL7903.Superseded values are not recommended for survey control.
 AL7903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7903.See file dsdata.txt to determine how the superseded data were derived.
 AL7903
 AL7903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8900007008(NAD 83)
 AL7903_MARKER: DH = HORIZONTAL CONTROL DISK
 AL7903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7903_SP_SET: CONCRETE POST
 AL7903_STAMPING: GPS ADAMS 1988
 AL7903_MARK LOGO: FL-057
 AL7903_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AL7903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7903+STABILITY: SURFACE MOTION
 AL7903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7903+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AL7903
 AL7903  HISTORY     - Date     Condition        Report By
 AL7903  HISTORY     - 1988     MONUMENTED       FL-057
 AL7903
 AL7903                          STATION DESCRIPTION
 AL7903
 AL7903'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1988
 AL7903'THE STATION IS LOCATED APPROXIMATELY 4.50 MI (7.24 KM) NORTH OF PLANT
 AL7903'CITY AND APPROXIMATELY 1.5 MI (2.4 KM) NORTH OF KNIGHTS GRIFFIN RD.
 AL7903'TO REACH THE STATION FROM THE INTERSECTION OF KNIGHTS GRIFFIN RD. AND
 AL7903'ST. RD. 39, PROCEED EAST ACROSS RAILROAD FOR 100.0 FT (30.5 M) TO
 AL7903'DIRT ROAD ON NORTH SIDE OF RD., THEN PROCEED NORTH ON DIRT RD. FOR
 AL7903'APPROXIMATELY 0.5 MI, THEN PROCEED EAST FOR APPROXIMATELY 0.5 MI
 AL7903'(0.8 KM) TO THE STATION LOCATED IN FIELD.
 AL7903'THE STATION IS A STANDARD H.C.S.D. DISK STAMPED GPS ADAMS 1988
 AL7903'H.C.S.D. THE SURFACE DISK IS SET INTO THE TOP OF A 0.7 FT (0.2 M)
 AL7903'CONCRETE MONUMENT RECESSED 0.16 FT (0.05 M) BELOW THE GROUND AND
 AL7903'LOCATED 196.3 FT (59.8 M) NORTHEAST OF A 2 FT (0.6 M) OAK TREE, 149.4
 AL7903'FT (45.5 M) EAST OF BARB WIRE FENCE AND 65.0 FT (19.8 M) SOUTHEAST OF
 AL7903'A 4 INCH WELL WITH METAL WITNESS POST.
 AL7903'NO UNDERGROUND MARK SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2251 ***********************************************************************
 AQ2251  DESIGNATION -  ADAMS 1935
 AQ2251  PID         -  AQ2251
 AQ2251  STATE/COUNTY-  FL/VOLUSIA
 AQ2251  USGS QUAD   -  ASTOR (1983)
 AQ2251
 AQ2251                         *CURRENT SURVEY CONTROL
 AQ2251  ___________________________________________________________________
 AQ2251* NAD 83(1990)-  29 12 36.65827(N)    081 33 20.63115(W)     ADJUSTED  
 AQ2251* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AQ2251  ___________________________________________________________________
 AQ2251  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AQ2251  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AQ2251
 AQ2251  HORZ ORDER  -  THIRD
 AQ2251
 AQ2251.The horizontal coordinates were established by classical geodetic methods
 AQ2251.and adjusted by the National Geodetic Survey in May 1991..
 AQ2251
 AQ2251.The orthometric height was scaled from a topographic map.
 AQ2251
 AQ2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2251
 AQ2251.The geoid height was determined by GEOID03.
 AQ2251
 AQ2251;                    North         East     Units Scale Factor Converg.
 AQ2251;SPC FL E     -   540,452.708   145,962.830   MT  0.99997720   -0 16 16.4
 AQ2251;SPC FL E     - 1,773,135.26    478,879.72   sFT  0.99997720   -0 16 16.4
 AQ2251;UTM  17      - 3,231,400.289   445,981.268   MT  0.99963601   -0 16 16.4
 AQ2251
 AQ2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2251!SPC FL E     -   1.00000450  x   0.99997720  =   0.99998170
 AQ2251!UTM  17      -   1.00000450  x   0.99963601  =   0.99964051
 AQ2251
 AQ2251                          SUPERSEDED SURVEY CONTROL
 AQ2251
 AQ2251  NAD 83(1986)-  29 12 36.66828(N)    081 33 20.63822(W) AD(       ) 3
 AQ2251  NAD 27      -  29 12 35.74500(N)    081 33 21.37600(W) AD(       ) 3
 AQ2251
 AQ2251.Superseded values are not recommended for survey control.
 AQ2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2251.See file dsdata.txt to determine how the superseded data were derived.
 AQ2251
 AQ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4598131400(NAD 83)
 AQ2251_MARKER: DS = TRIANGULATION STATION DISK
 AQ2251_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AQ2251_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AQ2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2251
 AQ2251  HISTORY     - Date     Condition        Report By
 AQ2251  HISTORY     - 1935     MONUMENTED       CGS
 AQ2251  HISTORY     - 1935     GOOD             CGS
 AQ2251  HISTORY     - 1938     GOOD             CGS
 AQ2251
 AQ2251                          STATION DESCRIPTION
 AQ2251
 AQ2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (HAP)
 AQ2251'STATION IS ON THE SE BANK OF LAKE GEORGE, ABOUT 1-3/8 MILES ENE
 AQ2251'OF VOLUSIA BAR LIGHTHOUSE, ABOUT 300 METERS E OF THE W END
 AQ2251'OF A PALM WOODS, ABOUT 15 METERS OFFSHORE IN 1/2 FOOT OF WATER.
 AQ2251'
 AQ2251'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AQ2251'CONCRETE IN TILE.
 AQ2251'
 AQ2251'WITNESS MARKS ARE TWO TREES MARKED WITH A TRIANGULAR BLAZE
 AQ2251'WITH A NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE.
 AQ2251
 AQ2251                          STATION RECOVERY (1935)
 AQ2251
 AQ2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC)
 AQ2251'THE STATION IS ON THE S SHORE OF LAKE GEORGE ABOUT 1 MILE E
 AQ2251'OF THE VOLUSIA BAR ENTRANCE.  THE SIGNAL OBSERVED ON WAS A
 AQ2251'POLE ERECTED OVER AN UNOCCUPIED STATION ESTABLISHED BY H.A. PATON,
 AQ2251'1935, AND LOCATED BY K.G. CROSBY, 1935.
 AQ2251
 AQ2251                          STATION RECOVERY (1938)
 AQ2251
 AQ2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (LDG)
 AQ2251'THE STATION IS ON THE S SHORE OF LAKE GEORGE ABOUT 1 MILE
 AQ2251'E OF THE VOLUSIA BAR ENTRANCE, AND ABOUT 300 METERS E OF THE W
 AQ2251'END OF A PALM WOODS, ABOUT 15 METERS OFFSHORE IN 1/2 FOOT OF WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8341 ***********************************************************************
 AD8341  HT_MOD      -  This is a Height Modernization Survey Station.
 AD8341  DESIGNATION -  ADMIRAL
 AD8341  PID         -  AD8341
 AD8341  STATE/COUNTY-  FL/PALM BEACH
 AD8341  USGS QUAD   -  JUPITER (1983)
 AD8341
 AD8341                         *CURRENT SURVEY CONTROL
 AD8341  ___________________________________________________________________
 AD8341* NAD 83(1999)-  26 54 17.61878(N)    080 05 40.73562(W)     ADJUSTED  
 AD8341* NAVD 88     -         2.92   (meters)       9.6    (feet)  GPS OBS   
 AD8341  ___________________________________________________________________
 AD8341  X           -     979,082.380 (meters)                     COMP
 AD8341  Y           -  -5,606,797.239 (meters)                     COMP
 AD8341  Z           -   2,868,811.208 (meters)                     COMP
 AD8341  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AD8341  ELLIP HEIGHT-         -24.26  (meters)          (12/09/02) GPS OBS
 AD8341  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AD8341
 AD8341  HORZ ORDER  -  A
 AD8341  ELLP ORDER  -  FOURTH    CLASS I
 AD8341
 AD8341.The horizontal coordinates were established by GPS observations
 AD8341.and adjusted by the National Geodetic Survey in December 2002..
 AD8341
 AD8341.The orthometric height was determined by GPS observations and a
 AD8341.high-resolution geoid model using precise GPS observation and
 AD8341.processing techniques.
 AD8341
 AD8341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8341
 AD8341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8341
 AD8341.The ellipsoidal height was determined by GPS observations
 AD8341.and is referenced to NAD 83.
 AD8341
 AD8341.The geoid height was determined by GEOID03.
 AD8341
 AD8341;                    North         East     Units Scale Factor Converg.
 AD8341;SPC FL E     -   285,188.215   289,932.944   MT  1.00004099   +0 24 35.0
 AD8341;SPC FL E     -   935,655.00    951,221.67   sFT  1.00004099   +0 24 35.0
 AD8341;UTM  17      - 2,976,222.892   589,902.259   MT  0.99969978   +0 24 35.0
 AD8341
 AD8341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8341!SPC FL E     -   1.00000381  x   1.00004099  =   1.00004480
 AD8341!UTM  17      -   1.00000381  x   0.99969978  =   0.99970359
 AD8341
 AD8341                          SUPERSEDED SURVEY CONTROL
 AD8341
 AD8341  NAD 83(1999)-  26 54 17.61852(N)    080 05 40.73711(W) AD(       ) 1
 AD8341  ELLIP H (07/06/01)  -24.26   (m)                       GP(       ) 4 2
 AD8341  NAD 83(1990)-  26 54 17.61950(N)    080 05 40.73497(W) AD(       ) 1
 AD8341  NAD 83(1990)-  26 54 17.61704(N)    080 05 40.73623(W) AD(       ) 1
 AD8341  ELLIP H (03/31/93)  -24.21   (m)                       GP(       ) 4 1
 AD8341  NGVD 29 (03/31/93)    3.39   (m)           11.1    (f) LEVELING    3  
 AD8341
 AD8341.Superseded values are not recommended for survey control.
 AD8341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8341.See file dsdata.txt to determine how the superseded data were derived.
 AD8341
 AD8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8990276223(NAD 83)
 AD8341_MARKER: DD = SURVEY DISK
 AD8341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8341_SP_SET: CONCRETE POST
 AD8341_STAMPING: ADMIRAL
 AD8341_MARK LOGO: FL-099
 AD8341_PROJECTION: FLUSH
 AD8341_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8341+STABILITY: SURFACE MOTION
 AD8341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8341+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 AD8341
 AD8341  HISTORY     - Date     Condition        Report By
 AD8341  HISTORY     - UNK      MONUMENTED       FL-099
 AD8341  HISTORY     - 19910810 GOOD             ADRGS
 AD8341  HISTORY     - 20020130 GOOD             USPSQD
 AD8341  HISTORY     - 20020226 GOOD             MAPTEC
 AD8341  HISTORY     - 20020514 GOOD             MAPTEC
 AD8341  HISTORY     - 20030217 GOOD             USPSQD
 AD8341  HISTORY     - 20040301 GOOD             USPSQD
 AD8341
 AD8341                          STATION DESCRIPTION
 AD8341
 AD8341'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8341'TO REACH THE STATION FROM THE INTERSECTION OF DONALD ROSS ROAD AND OLD
 AD8341'DIXIE HIGHWAY (STATE ROUTE 811), GO NORTH ON OLD DIXIE HIGHWAY FOR
 AD8341'1.5 MI (2.41 KM) TO ADMIRALS COVE BOULEVARD TO THE EAST AND TO THE
 AD8341'STATION ON THE RIGHT. THE STATION IS 310 FEET NORTH OF THE CENTERLINE
 AD8341'OF ADMIRALS COVE BOULEVARD AND 7 FEET WEST OF THE WEST EDGE OF
 AD8341'PAVEMENT OF OLD DIXIE HIGHWAY.
 AD8341'THE STATION IS SOUTHEAST 80.34 FT (24.49 M) FROM AN X-CUT IN A
 AD8341'CONCRETE RAILROAD TIE, WEST 8.02 FT (2.44 M) FROM A RAILROAD SPIKE IN
 AD8341'THE EDGE OF PAVEMENT, AND NORTHWEST 35.25 FT (10.74 M) FROM QUARTER
 AD8341'SECTION CORNER 13/18. THE MOUNUMENT IS 2.8 FT (0.85 M) EAST OF A
 AD8341'PALM BEACH COUNTY SURVEY WITNESS SIGN AND POST.
 AD8341
 AD8341                          STATION RECOVERY (2002)
 AD8341
 AD8341'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8341'MARK RECOVERED 1 FOOT EAST OF METAL WITNESS POST.
 AD8341
 AD8341                          STATION RECOVERY (2002)
 AD8341
 AD8341'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD8341'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION
 AD8341'
 AD8341'MARK IS ON WEST SIDE OF DIVIDED 4 LANE HIGHWAY 811.  IT IS 300 FEET
 AD8341'NORTH OF ADMIRAL COVE
 AD8341'DRIVE INTERSECTION AND ABOUT 11 FEET WEST OF SOUTH BOUND LANES.
 AD8341
 AD8341                          STATION RECOVERY (2002)
 AD8341
 AD8341'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8341'RECOVERED AS DESCRIBED.
 AD8341'
 AD8341
 AD8341                          STATION RECOVERY (2003)
 AD8341
 AD8341'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8341'WITNESS POST NOT FOUND
 AD8341
 AD8341                          STATION RECOVERY (2004)
 AD8341
 AD8341'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8341'MARK IS 1.2 FEET EAST OF WITNESS POST
 AD8341' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5540 ***********************************************************************
 AK5540  DESIGNATION -  AE 1956
 AK5540  PID         -  AK5540
 AK5540  STATE/COUNTY-  FL/BREVARD
 AK5540  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5540
 AK5540                         *CURRENT SURVEY CONTROL
 AK5540  ___________________________________________________________________
 AK5540* NAD 83(1990)-  28 26 09.93724(N)    080 35 21.33613(W)     ADJUSTED  
 AK5540* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 AK5540  ___________________________________________________________________
 AK5540  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AK5540  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5540
 AK5540  HORZ ORDER  -  SECOND
 AK5540  VERT ORDER  -  THIRD ? (See Below)
 AK5540
 AK5540.The horizontal coordinates were established by classical geodetic methods
 AK5540.and adjusted by the National Geodetic Survey in May 1991..
 AK5540
 AK5540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5540.The vertical order pertains to the NGVD 29 superseded value.
 AK5540
 AK5540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5540
 AK5540.The geoid height was determined by GEOID03.
 AK5540
 AK5540;                    North         East     Units Scale Factor Converg.
 AK5540;SPC FL E     -   454,604.018   240,235.157   MT  0.99996115   +0 11 44.1
 AK5540;SPC FL E     - 1,491,480.02    788,171.51   sFT  0.99996115   +0 11 44.1
 AK5540;UTM  17      - 3,145,580.890   540,221.429   MT  0.99961997   +0 11 44.1
 AK5540
 AK5540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5540!SPC FL E     -   1.00000397  x   0.99996115  =   0.99996512
 AK5540!UTM  17      -   1.00000397  x   0.99961997  =   0.99962394
 AK5540
 AK5540                          SUPERSEDED SURVEY CONTROL
 AK5540
 AK5540  NAD 83(1986)-  28 26 09.94342(N)    080 35 21.34940(W) AD(       ) 2
 AK5540  NAD 27      -  28 26 08.93295(N)    080 35 22.16090(W) AD(       ) 2
 AK5540  NGVD 29 (07/19/86)    3.38   (m)           11.1    (f) LEVELING    3  
 AK5540
 AK5540.Superseded values are not recommended for survey control.
 AK5540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5540.See file dsdata.txt to determine how the superseded data were derived.
 AK5540
 AK5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4022145581(NAD 83)
 AK5540_MARKER: DB = BENCH MARK DISK
 AK5540_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5540+WITH SETTING: PAVEMENT
 AK5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5540+STABILITY: SURFACE MOTION
 AK5540
 AK5540  HISTORY     - Date     Condition        Report By
 AK5540  HISTORY     - 1956     MONUMENTED       CGS
 AK5540
 AK5540                          STATION DESCRIPTION
 AK5540
 AK5540'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDN)
 AK5540'STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE, 4 MILES
 AK5540'SOUTH OF THE CENTRAL CONTROL BUILDING AND 1 MILE WEST OF
 AK5540'THE BEACH.  A MODIFIED BENCH MARK DISK SET IN A DRILL HOLE
 AK5540'NEAR THE CENTER OF THE SOUTH RECEIVER PAD AND HAS A FIBERGLASS
 AK5540'DOME OVER IT.  THE DISK IS STAMPED AE AND THE POINT IS THE
 AK5540'CENTER OF THE DISK.
 AK5540'
 AK5540'A TRAVERSE CONNECTION WAS MADE TO THE STATION FROM TRIANGULATION
 AK5540'STATION AREA AND THE DISTANCE IS 90.28 FEET OR 27.518 METERS.
 AK5540'
 AK5540'TO REACH FROM THE MAIN INTERSECTION AT THE CENTRAL CONTROL
 AK5540'BUILDING, GO SOUTH ON THE MAIN ROAD FOR 4.25 MILES TO A SIDE
 AK5540'ROAD LEFT.  TURN LEFT (EAST) ON A BLACK TOP ROAD FOR 0.45 MILE
 AK5540'TO A SIDE ROAD LEFT.  TURN LEFT (NORTHEAST) FOR 0.1 MILE TO
 AK5540'THE STATION.
 AK5540'
 AK5540'THIS IS THE SOUTH RATE RECEIVER PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2933 ***********************************************************************
 AK2933  DESIGNATION -  AERO
 AK2933  PID         -  AK2933
 AK2933  STATE/COUNTY-  FL/BREVARD
 AK2933  USGS QUAD   -  TROPIC (1988)
 AK2933
 AK2933                         *CURRENT SURVEY CONTROL
 AK2933  ___________________________________________________________________
 AK2933* NAD 83(1990)-  28 13 41.52730(N)    080 36 18.92585(W)     ADJUSTED  
 AK2933* NAVD 88     -         1.214  (meters)       3.98   (feet)  ADJUSTED  
 AK2933  ___________________________________________________________________
 AK2933  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AK2933  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2933  DYNAMIC HT  -           1.212 (meters)       3.98  (feet)  COMP
 AK2933  MODELED GRAV-     979,194.0   (mgal)                       NAVD 88
 AK2933
 AK2933  HORZ ORDER  -  SECOND
 AK2933  VERT ORDER  -  SECOND    CLASS 0
 AK2933
 AK2933.The horizontal coordinates were established by classical geodetic methods
 AK2933.and adjusted by the National Geodetic Survey in May 1991..
 AK2933
 AK2933.The orthometric height was determined by differential leveling
 AK2933.and adjusted by the National Geodetic Survey in June 1991..
 AK2933
 AK2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2933
 AK2933.The geoid height was determined by GEOID03.
 AK2933
 AK2933.The dynamic height is computed by dividing the NAVD 88
 AK2933.geopotential number by the normal gravity value computed on the
 AK2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2933.degrees latitude (g = 980.6199 gals.).
 AK2933
 AK2933.The modeled gravity was interpolated from observed gravity values.
 AK2933
 AK2933;                    North         East     Units Scale Factor Converg.
 AK2933;SPC FL E     -   431,560.269   238,743.428   MT  0.99995970   +0 11 12.2
 AK2933;SPC FL E     - 1,415,877.32    783,277.40   sFT  0.99995970   +0 11 12.2
 AK2933;UTM  17      - 3,122,545.004   538,730.209   MT  0.99961851   +0 11 12.2
 AK2933
 AK2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2933!SPC FL E     -   1.00000425  x   0.99995970  =   0.99996395
 AK2933!UTM  17      -   1.00000425  x   0.99961851  =   0.99962276
 AK2933
 AK2933:                Primary Azimuth Mark                     Grid Az
 AK2933:SPC FL E     -  STATION 1540 1963                        000 25 16.4
 AK2933:UTM  17      -  STATION 1540 1963                        000 25 16.4
 AK2933
 AK2933|---------------------------------------------------------------------|
 AK2933| PID    Reference Object                     Distance      Geod. Az  |
 AK2933|                                                           dddmmss.s |
 AK2933| AK5937 STATION 1540 1963                   458.756 METERS 0003628.6 |
 AK2933| AK5935 STATION 500 1963                    141.636 METERS 00036     |
 AK2933| AK5923 DONNA PAA 1962                       21.830 METERS 07700     |
 AK2933| AK5025 NORTH                               183.170 METERS 08643     |
 AK2933| AK2935 PHOTOMETER ECC                        5.008 METERS 15939     |
 AK2933| AK5934 HOLLYWOOD ARC 1963                    4.719 METERS 19704     |
 AK2933|---------------------------------------------------------------------|
 AK2933
 AK2933                          SUPERSEDED SURVEY CONTROL
 AK2933
 AK2933  NAD 83(1986)-  28 13 41.53309(N)    080 36 18.93979(W) AD(       ) 2
 AK2933  NAD 27      -  28 13 40.49823(N)    080 36 19.75238(W) AD(       ) 2
 AK2933  NGVD 29 (??/??/92)    1.648  (m)            5.41   (f) ADJ UNCH    2 0
 AK2933
 AK2933.Superseded values are not recommended for survey control.
 AK2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2933.See file dsdata.txt to determine how the superseded data were derived.
 AK2933
 AK2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3873022545(NAD 83)
 AK2933_MARKER: DD = SURVEY DISK
 AK2933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2933_SP_SET: CONCRETE APRON
 AK2933_STAMPING: AERO 1963
 AK2933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2933
 AK2933  HISTORY     - Date     Condition        Report By
 AK2933  HISTORY     - 1963     MONUMENTED       CGS
 AK2933  HISTORY     - 1963     GOOD             CGS
 AK2933  HISTORY     - 1984     GOOD             USPSQD
 AK2933  HISTORY     - 1990     GOOD             USPSQD
 AK2933  HISTORY     - 19950118 MARK NOT FOUND   USPSQD
 AK2933
 AK2933                          STATION DESCRIPTION
 AK2933
 AK2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LSB)
 AK2933'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF HANGAR B AT
 AK2933'PATRICK AIR FORCE BASE.  IT IS A SMOOTH BRASS DISK, STAMPED AERO
 AK2933'1963, SET FLUSH IN A DRILL HOLE IN A CONCRETE PAD.  IT IS 15.7
 AK2933'FEET WEST OF THE NORTHEAST CORNER OF THE PAD, 9.4 FEET EAST OF
 AK2933'THE NORTHWEST CORNER OF THE PAD AND 1 FOOT SOUTH OF THE NORTH
 AK2933'EDGE OF THE PAD.
 AK2933'
 AK2933'TRAV. DIST. AS SHOWN ABOVE.
 AK2933'
 AK2933'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 AK2933
 AK2933                          STATION RECOVERY (1963)
 AK2933
 AK2933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 AK2933'AT PATRICK AIR FORCE BASE.
 AK2933'THE STATION IS LOCATED AT PATRICK AIR FORCE BASE, ABOUT 0.25 MILE
 AK2933'WEST OF THE TECHNICAL LABORATORY BUILDING, 175.6 FEET WEST OF THE
 AK2933'NORTHWEST CORNER OF HANGAR BUILDING B, 15.5 FEET WEST OF THE
 AK2933'NORTHEAST CORNER OF A CONCRETE APRON, 9.4 FEET EAST OF THE
 AK2933'NORTHWEST CORNER OF THE CONCRETE APRON AND 1.0 FOOT SOUTH OF THE
 AK2933'NORTH EDGE OF THE CONCRETE APRON.  THE MARK IS A 3-INCH BRONZE
 AK2933'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE APRON,
 AK2933'SET FLUSH AND IS STAMPED AERO 1963.
 AK2933
 AK2933                          STATION RECOVERY (1984)
 AK2933
 AK2933'RECOVERY NOTE BY US POWER SQUADRON 1984 (WPJ)
 AK2933'AERO 1963 RECOVERED GOOD.
 AK2933'
 AK2933'28 13 40.49823
 AK2933'80 36 19.75238
 AK2933
 AK2933                          STATION RECOVERY (1990)
 AK2933
 AK2933'RECOVERY NOTE BY US POWER SQUADRON 1990 (GVK)
 AK2933'RECOVERED IN GOOD CONDITION.
 AK2933
 AK2933                          STATION RECOVERY (1995)
 AK2933
 AK2933'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4327 ***********************************************************************
 AC4327  DESIGNATION -  AERO
 AC4327  PID         -  AC4327
 AC4327  STATE/COUNTY-  FL/MIAMI-DADE
 AC4327  USGS QUAD   -  HOMESTEAD (1994)
 AC4327
 AC4327                         *CURRENT SURVEY CONTROL
 AC4327  ___________________________________________________________________
 AC4327* NAD 83(1990)-  25 29 48.79797(N)    080 23 07.73344(W)     ADJUSTED  
 AC4327* NAVD 88     -         1.229  (meters)       4.03   (feet)  ADJUSTED  
 AC4327  ___________________________________________________________________
 AC4327  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AC4327  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AC4327  DYNAMIC HT  -           1.227 (meters)       4.03  (feet)  COMP
 AC4327  MODELED GRAV-     978,974.6   (mgal)                       NAVD 88
 AC4327
 AC4327  HORZ ORDER  -  SECOND
 AC4327  VERT ORDER  -  FIRST     CLASS II
 AC4327
 AC4327.The horizontal coordinates were established by classical geodetic methods
 AC4327.and adjusted by the National Geodetic Survey in May 1991..
 AC4327
 AC4327.The orthometric height was determined by differential leveling
 AC4327.and adjusted by the National Geodetic Survey in May 1994..
 AC4327
 AC4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4327
 AC4327.The geoid height was determined by GEOID03.
 AC4327
 AC4327.The dynamic height is computed by dividing the NAVD 88
 AC4327.geopotential number by the normal gravity value computed on the
 AC4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4327.degrees latitude (g = 980.6199 gals.).
 AC4327
 AC4327.The modeled gravity was interpolated from observed gravity values.
 AC4327
 AC4327;                    North         East     Units Scale Factor Converg.
 AC4327;SPC FL E     -   129,023.944   261,780.998   MT  0.99998829   +0 15 52.3
 AC4327;SPC FL E     -   423,306.06    858,859.82   sFT  0.99998829   +0 15 52.3
 AC4327;UTM  17      - 2,820,111.903   561,759.919   MT  0.99964710   +0 15 52.3
 AC4327
 AC4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4327!SPC FL E     -   1.00000376  x   0.99998829  =   0.99999205
 AC4327!UTM  17      -   1.00000376  x   0.99964710  =   0.99965086
 AC4327
 AC4327:                Primary Azimuth Mark                     Grid Az
 AC4327:SPC FL E     -  AERO AZ MK 1961                          020 10 56.4
 AC4327:UTM  17      -  AERO AZ MK 1961                          020 10 56.4
 AC4327
 AC4327|---------------------------------------------------------------------|
 AC4327| PID    Reference Object                     Distance      Geod. Az  |
 AC4327|                                                           dddmmss.s |
 AC4327| AC3892 AERO AZ MK 1961                     APPROX. 0.6 KM 0202648.7 |
 AC4327| CV7470 AERO RM 1                            36.882 METERS 03348     |
 AC4327| AC4322 HOMESTEAD AFB CONTROL TOWER         APPROX. 1.2 KM 2235825.5 |
 AC4327| AC4320 SOUTH MIAMI LABOR CAMP TANK         APPROX. 3.5 KM 2250429.2 |
 AC4327| AC4313 FLORIDA CITY S BELL MICROWAVE       APPROX.10.6 KM 2434438.6 |
 AC4327| AC4312 FLORIDA CITY MUN TANK               APPROX.11.1 KM 2440430.2 |
 AC4327| AC4321 HOMESTEAD MUN TANK                  APPROX. 8.8 KM 2540615.6 |
 AC4327| AC4326 HOMESTEAD AFB SOUTH TANK BCN        317.796 METERS 25817     |
 AC4327| AC4325 HOMESTEAD HOUSING AUTH TANK         APPROX. 6.5 KM 2674705.1 |
 AC4327| AC4328 LEISURE CITY TANK                   APPROX. 3.5 KM 2704204.0 |
 AC4327| AC4829 AERO RM 2                            42.425 METERS 30821     |
 AC4327| AC3893 HOMESTEAD AFB NORTH TANK            APPROX. 1.4 KM 3121501.8 |
 AC4327| AC3898 PRINCETON GLADE AND GROVE TANK      APPROX. 5.1 KM 3241743.5 |
 AC4327| AC3905 PRINCETON FOREST SERVICE LOT        APPROX. 5.7 KM 3415742.8 |
 AC4327| AC3906 PRINCETON S FLA GROVE ASSN TK       APPROX. 5.8 KM 3432653.1 |
 AC4327|---------------------------------------------------------------------|
 AC4327
 AC4327                          SUPERSEDED SURVEY CONTROL
 AC4327
 AC4327  NAD 83(1986)-  25 29 48.79811(N)    080 23 07.73252(W) AD(       ) 2
 AC4327  NAD 27      -  25 29 47.40253(N)    080 23 08.53745(W) AD(       ) 2
 AC4327  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AC4327
 AC4327.Superseded values are not recommended for survey control.
 AC4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4327.See file dsdata.txt to determine how the superseded data were derived.
 AC4327
 AC4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6176020112(NAD 83)
 AC4327_MARKER: DS = TRIANGULATION STATION DISK
 AC4327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4327_SP_SET: CONCRETE POST
 AC4327_STAMPING: AERO 1961
 AC4327_MARK LOGO: CGS   
 AC4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4327+STABILITY: SURFACE MOTION
 AC4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4327+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 AC4327
 AC4327  HISTORY     - Date     Condition        Report By
 AC4327  HISTORY     - 1961     MONUMENTED       CGS
 AC4327  HISTORY     - 1961     GOOD             CGS
 AC4327  HISTORY     - 1982     GOOD             DMA
 AC4327  HISTORY     - 1987     GOOD             DMA
 AC4327  HISTORY     - 19901231 GOOD             USPSQD
 AC4327  HISTORY     - 19930518 GOOD             NGS
 AC4327
 AC4327                          STATION DESCRIPTION
 AC4327
 AC4327'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 AC4327'STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE HOMESTEAD U.S.
 AC4327'AIR-FORCE BASE ABOUT 6 MILES EAST OF HOMESTEAD.  STATION, A STANDARD
 AC4327'DISK SET IN AN IRREGULAR MASS OF CONCRETE AND STAMPED AERO 1961 IS
 AC4327'ABOUT 350 FEET NORTH OF A LARGE HANGER WHICH IS PAINTED BLACK, 40
 AC4327'FEET EAST OF A 5 INCH PINE TREE, 39 FEET SOUTHWEST OF A 12 INCH
 AC4327'PINE TREE, 33 FEET NORTHWEST OF A 15 INCH PINE TREE, 31 FEET
 AC4327'NORTHEAST OF THE CENTER OF DITCH AND 3-1/2 FEET NORTH OF A STEEL
 AC4327'WITNESS POST WITH METAL SIGN.  THE MARK IS SET ABOUT 3 INCHES
 AC4327'BELOW THE SURFACE OF THE GROUND.
 AC4327'
 AC4327'TO REACH FROM THE WEST GATE ENTRANCE TO U.S. AIR FORCE BASE, GO
 AC4327'EAST ON BOUGANVILLE AVENUE FOR 1.0 MILE TO BIKIN AVENUE AND GUARD
 AC4327'GATE AT END OF BOUGANVILLE AVENUE.  CONTINUE EASTERLY THROUGH GUARD
 AC4327'GATE AND GO 0.15 MILE TO HANGER ROAD.  TURN LEFT AND GO
 AC4327'NORTHEASTERLY FOR 0.05 MILE TO STATION ON RIGHT (EAST SIDE) OF
 AC4327'ROAD AS DESCRIBED.
 AC4327'
 AC4327'TO REACH AZIMUTH MARK FROM WEST GATE, GO EASTERLY ON BOUGANVILLE
 AC4327'AVENUE FOR 0.95 MILE TO INTERSECTION AT SAINT LO BOULEVARD.  TURN
 AC4327'LEFT AND GO NORTHERLY ON SAINT LO BOULEVARD FOR 0.45 MILE TO
 AC4327'AZIMUTH MARK ON RIGHT (EAST) SIDE OF ROAD AS DESCRIBED.
 AC4327'
 AC4327'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 AC4327'OUT-CROPPING ROCK AND STAMPED AERO N0 1 1961 IS 86 FEET NORTHWEST OF
 AC4327'A RUBBER TREE, 64 FEET NORTHEAST OF AN 8 INCH PINE TREE AND 28 FEET
 AC4327'SOUTHWEST OF A 6 INCH TREE.  THE MARK IS FLUSH WITH THE GROUND.
 AC4327'
 AC4327'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILLHOLE IN
 AC4327'THE NORTHEAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT AND
 AC4327'STAMPED AERO NO 2 1961 IS 26 FEET EAST OF THE CENTERLINE OF HANGER
 AC4327'ROAD, 88-1/2 FEET EAST OF A POWERLINE POLE WITH TRANSFORMER AND 53
 AC4327'FEET NORTHEAST OF A METAL POST WITH SIGN WATER VALVE NO. 68.
 AC4327'
 AC4327'AZIMUTH MARK, A STANDARD DISK SET IN A ROUND CONCRETE MONUMENT AND
 AC4327'STAMPED AERO 1961 IS 58 FEET SOUTHEAST OF THE CENTERLINE OF SAINT LO
 AC4327'BOULEVARD, 10 FEET NORTHWEST OF A CHAIN LINK FENCE CORNER POST AND
 AC4327'2.7 FEET SOUTH OF A STEEL WITNESS POST WITH METAL SIGN.  THE MARK
 AC4327'PROJECTS 2 INCHES.
 AC4327'
 AC4327'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AC4327
 AC4327                          STATION RECOVERY (1961)
 AC4327
 AC4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AC4327'RECOVERED IN GOOD CONDITION.
 AC4327
 AC4327                          STATION RECOVERY (1982)
 AC4327
 AC4327'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (EAW)
 AC4327'AERO 1961 RECOVERED GOOD.
 AC4327'
 AC4327'IT IS APP. 350 FT. NORTHEAST OF A GREEN HANGAR, 31 FT. N.E OF THE
 AC4327'CENTER OF A DITCH, 85.3 FT. SW OF A RUBBER TREE, AND 150.6 FT NW
 AC4327'OF THE NW CORNER OF A CONCRETE CULVERT.  WITNESS POST IS GONE BUT
 AC4327'THERE IS A STUB LEFT IN THE GROUND IN A MASS OF CONCRETE.
 AC4327'
 AC4327'AERO RM 2 1961 WAS RECOVERED AS DESCRIBED.
 AC4327'
 AC4327'AERO RM 1 WAS NOT RECOVERED AND IS ASSUMED DESTROYED AS ALL THE
 AC4327'TREES ARE NOT THERE ANYMORE THAT WERE USED TO DESCRIBE IT.
 AC4327'
 AC4327'AERO AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THE ANGLE WAS
 AC4327'TURNED AT THE STATION BETWEEN RM 2 AND THE AZI. MK. AND THE LINE
 AC4327'FALLS THROUGH A FENCED IN AREA NOW BEING USED AS A SALVAGE AREA.
 AC4327
 AC4327                          STATION RECOVERY (1987)
 AC4327
 AC4327'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (BCH)
 AC4327'RECOVERED IN GOOD CONDITION.
 AC4327
 AC4327                          STATION RECOVERY (1990)
 AC4327
 AC4327'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4327'RECOVERED IN GOOD CONDITION.
 AC4327
 AC4327                          STATION RECOVERY (1993)
 AC4327
 AC4327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4327'0.7 KM (0.45 MI) EASTERLY ALONG NORTHEAST 8TH STREET FROM THE POST
 AC4327'OFFICE IN HOMESTEAD, THENCE 3.3 KM (2.05 MI) NORTHEASTERLY ALONG OLD
 AC4327'DIXIE HIGHWAY (DESOTO STREET), THENCE 6.3 KM (3.90 MI) EASTERLY ALONG
 AC4327'BISCAYNE DRIVE AND BOUGAINVILLE BOULEVARD, THENCE 0.2 KM (0.10 MI)
 AC4327'NORTHEASTERLY ALONG HANNARD BOULEVARD, AT HOMESTEAD AIR FORCE BASE,
 AC4327'90.9 M (298.2 FT) SOUTHWEST OF THE CENTERLINE OF SAINT NAZAIRE
 AC4327'BOULEVARD, 49.6 M (162.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AC4327'BOULEVARD, 42.4 M (139.1 FT) SOUTHEAST OF REFERENCE MARK 2, 33.3 M
 AC4327'(109.3 FT) SOUTHWEST OF THE SOUTH CORNER OF A PAVED PARKING LOT, 25.3
 AC4327'M (83.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF A PAVED PARKING LOT,
 AC4327'0.9 M (3.0 FT) BELOW THE LEVEL OF THE BOULEVARD, AND THE MONUMENT IS
 AC4327'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3890 ***********************************************************************
 BG3890  DESIGNATION -  AERO
 BG3890  PID         -  BG3890
 BG3890  STATE/COUNTY-  FL/ESCAMBIA
 BG3890  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3890
 BG3890                         *CURRENT SURVEY CONTROL
 BG3890  ___________________________________________________________________
 BG3890* NAD 83(1990)-  30 20 40.25296(N)    087 15 58.38615(W)     ADJUSTED  
 BG3890* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG3890  ___________________________________________________________________
 BG3890  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BG3890  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG3890
 BG3890  HORZ ORDER  -  SECOND
 BG3890
 BG3890.The horizontal coordinates were established by classical geodetic methods
 BG3890.and adjusted by the National Geodetic Survey in December 1992..
 BG3890
 BG3890.The orthometric height was scaled from a topographic map.
 BG3890
 BG3890.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3890
 BG3890.The geoid height was determined by GEOID03.
 BG3890
 BG3890;                    North         East     Units Scale Factor Converg.
 BG3890;SPC FL N     -   152,262.804   334,063.145   MT  0.99995320   -1 23 24.3
 BG3890;SPC FL N     -   499,548.88  1,096,005.50   sFT  0.99995320   -1 23 24.3
 BG3890;UTM  16      - 3,356,991.407   474,412.960   MT  0.99960808   -0 08 04.2
 BG3890
 BG3890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3890!SPC FL N     -   1.00000431  x   0.99995320  =   0.99995751
 BG3890!UTM  16      -   1.00000431  x   0.99960808  =   0.99961239
 BG3890
 BG3890:                Primary Azimuth Mark                     Grid Az
 BG3890:SPC FL N     -  PENSACOLA WATER TANK NEW                 031 56 16.4
 BG3890:UTM  16      -  PENSACOLA WATER TANK NEW                 030 40 56.3
 BG3890
 BG3890|---------------------------------------------------------------------|
 BG3890| PID    Reference Object                     Distance      Geod. Az  |
 BG3890|                                                           dddmmss.s |
 BG3890| BG3825 PENSACOLA WATER TANK NEW            APPROX. 9.9 KM 0303252.1 |
 BG3890| BG3850 PENSACOLA BAY RAD STA WCOA TWR      APPROX.10.5 KM 0420850.5 |
 BG3890| DD8265 AERO RM 1                             9.000 METERS 09238     |
 BG3890| BG3905 SANTA ROSA COAST GUARD TOWER        APPROX. 3.1 KM 1602031.6 |
 BG3890| DD8266 AERO RM 2                            15.100 METERS 21149     |
 BG3890| BG3941 NAVY YARD WHARF 1860 RM 1           105.588 METERS 23851     |
 BG3890| BG3914 PENSACOLA LIGHTHOUSE CENTER         APPROX. 4.0 KM 2723251.7 |
 BG3890| BG3968 NAVY YARD WHARF 1860 RM 2            42.958 METERS 29657     |
 BG3890|---------------------------------------------------------------------|
 BG3890
 BG3890                          SUPERSEDED SURVEY CONTROL
 BG3890
 BG3890  NAD 83(1990)-  30 20 40.26576(N)    087 15 58.39160(W) AD(       ) 2
 BG3890  NAD 83(1986)-  30 20 40.27178(N)    087 15 58.38919(W) AD(       ) 2
 BG3890  NAD 27      -  30 20 39.55300(N)    087 15 58.49400(W) AD(       ) 2
 BG3890
 BG3890.Superseded values are not recommended for survey control.
 BG3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3890.See file dsdata.txt to determine how the superseded data were derived.
 BG3890
 BG3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7441356991(NAD 83)
 BG3890_MARKER: DS = TRIANGULATION STATION DISK
 BG3890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3890
 BG3890  HISTORY     - Date     Condition        Report By
 BG3890  HISTORY     - 1942     MONUMENTED       CGS
 BG3890
 BG3890                          STATION DESCRIPTION
 BG3890
 BG3890'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CAS)
 BG3890'LOCATED AT THE SE POINT OF NAVAL AIR STATION, NEAR AND SE OF
 BG3890'TALL STEEL OBSERVATION TOWER.  THE STATION IS SE OF LARGE
 BG3890'STORAGE TANK AND ABOUT 5 METERS FROM OFFSHORE EDGE OF MASONRY
 BG3890'BULKHEAD.
 BG3890'
 BG3890'STATION IS A BRONZE DISK SET IN 8 INCH SQUARE CONCRETE POST
 BG3890'3-1/2 FEET LONG PROTRUDING ABOUT 5 INCHES FROM SURFACE.
 BG3890'
 BG3890'REFERENCE MARK 1 IS E OF STATION AND ON RANGE WITH STATION AND
 BG3890'PENSACOLA LIGHT.
 BG3890'
 BG3890'REFERENCE MARK 2 IS SW OF STATION AND ON RANGE WITH
 BG3890'OBSERVATION TOWER AND TALL BRICK STACK.
 BG3890'
 BG3890'BOTH REFERENCE MARKS ARE BRONZE REFERENCE DISKS CEMENTED IN
 BG3890'DRILL HOLES IN MASONRY BULKHEAD S OF STATION.
 BG3890'
 BG3890'NOTE--NAVY YARD WHARF 1860 IS LOCATED NEARBY.  CONNECTION MADE
 BG3890'TO REFERENCE MARKS BUT NOT TO STATION.  A DIRECT CONNECTION
 BG3890'SHOULD BE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5925 ***********************************************************************
 AK5925  DESIGNATION -  AERO A STATION
 AK5925  PID         -  AK5925
 AK5925  STATE/COUNTY-  FL/BREVARD
 AK5925  USGS QUAD   -  TROPIC (1988)
 AK5925
 AK5925                         *CURRENT SURVEY CONTROL
 AK5925  ___________________________________________________________________
 AK5925* NAD 83(1990)-  28 13 42.19760(N)    080 36 20.59645(W)     ADJUSTED  
 AK5925* NAVD 88     -         1.32   (+/-2cm)       4.3    (feet)  VERTCON   
 AK5925  ___________________________________________________________________
 AK5925  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AK5925  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5925
 AK5925  HORZ ORDER  -  SECOND
 AK5925  VERT ORDER  -  THIRD ? (See Below)
 AK5925
 AK5925.The horizontal coordinates were established by classical geodetic methods
 AK5925.and adjusted by the National Geodetic Survey in May 1991..
 AK5925
 AK5925.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5925.The vertical order pertains to the NGVD 29 superseded value.
 AK5925
 AK5925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5925
 AK5925.The geoid height was determined by GEOID03.
 AK5925
 AK5925;                    North         East     Units Scale Factor Converg.
 AK5925;SPC FL E     -   431,580.754   238,697.814   MT  0.99995965   +0 11 11.4
 AK5925;SPC FL E     - 1,415,944.52    783,127.74   sFT  0.99995965   +0 11 11.4
 AK5925;UTM  17      - 3,122,565.482   538,684.611   MT  0.99961847   +0 11 11.4
 AK5925
 AK5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5925!SPC FL E     -   1.00000423  x   0.99995965  =   0.99996388
 AK5925!UTM  17      -   1.00000423  x   0.99961847  =   0.99962270
 AK5925
 AK5925:                Primary Azimuth Mark                     Grid Az
 AK5925:SPC FL E     -  MORY                                     052 24 38.2
 AK5925:UTM  17      -  MORY                                     052 24 38.2
 AK5925
 AK5925|---------------------------------------------------------------------|
 AK5925| PID    Reference Object                     Distance      Geod. Az  |
 AK5925|                                                           dddmmss.s |
 AK5925| AK5926 MORY                                486.412 METERS 0523549.6 |
 AK5925| AK5025 NORTH                               228.641 METERS 09232     |
 AK5925| AK2933 AERO                                 50.005 METERS 11422     |
 AK5925| AK5930 RML 1                                75.128 METERS 22812     |
 AK5925|---------------------------------------------------------------------|
 AK5925
 AK5925                          SUPERSEDED SURVEY CONTROL
 AK5925
 AK5925  NAD 83(1986)-  28 13 42.20339(N)    080 36 20.61041(W) AD(       ) 2
 AK5925  NAD 27      -  28 13 41.16856(N)    080 36 21.42293(W) AD(       ) 2
 AK5925  NGVD 29 (07/19/86)    1.75   (m)            5.7    (f) LEVELING    3  
 AK5925
 AK5925.Superseded values are not recommended for survey control.
 AK5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5925.See file dsdata.txt to determine how the superseded data were derived.
 AK5925
 AK5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3868522565(NAD 83)
 AK5925_MARKER: Z = SEE DESCRIPTION
 AK5925_SETTING: 0 = UNSPECIFIED SETTING
 AK5925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5925
 AK5925  HISTORY     - Date     Condition        Report By
 AK5925  HISTORY     - 1967     MONUMENTED       CGS
 AK5925
 AK5925                          STATION DESCRIPTION
 AK5925
 AK5925'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK5925'SEE STATION AERO
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3892 ***********************************************************************
 AC3892  DESIGNATION -  AERO AZ MK 1961
 AC3892  PID         -  AC3892
 AC3892  STATE/COUNTY-  FL/MIAMI-DADE
 AC3892  USGS QUAD   -  GOULDS (1994)
 AC3892
 AC3892                         *CURRENT SURVEY CONTROL
 AC3892  ___________________________________________________________________
 AC3892* NAD 83(1990)-  25 30 08.55787(N)    080 22 59.61567(W)     ADJUSTED  
 AC3892* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AC3892  ___________________________________________________________________
 AC3892  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AC3892  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AC3892
 AC3892  HORZ ORDER  -  THIRD
 AC3892
 AC3892.The horizontal coordinates were established by classical geodetic methods
 AC3892.and adjusted by the National Geodetic Survey in May 1991..
 AC3892
 AC3892.The orthometric height was scaled from a topographic map.
 AC3892
 AC3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3892
 AC3892.The geoid height was determined by GEOID03.
 AC3892
 AC3892;                    North         East     Units Scale Factor Converg.
 AC3892;SPC FL E     -   129,633.037   262,004.887   MT  0.99998863   +0 15 56.0
 AC3892;SPC FL E     -   425,304.39    859,594.37   sFT  0.99998863   +0 15 56.0
 AC3892;UTM  17      - 2,820,720.789   561,983.731   MT  0.99964744   +0 15 56.0
 AC3892
 AC3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3892!SPC FL E     -   1.00000372  x   0.99998863  =   0.99999235
 AC3892!UTM  17      -   1.00000372  x   0.99964744  =   0.99965115
 AC3892
 AC3892:                Primary Azimuth Mark                     Grid Az
 AC3892:SPC FL E     -  AERO                                     200 10 56.2
 AC3892:UTM  17      -  AERO                                     200 10 56.2
 AC3892
 AC3892|---------------------------------------------------------------------|
 AC3892| PID    Reference Object                     Distance      Geod. Az  |
 AC3892|                                                           dddmmss.s |
 AC3892| AC4327 AERO                                APPROX. 0.6 KM 2002652.2 |
 AC3892| AC4326 HOMESTEAD AFB SOUTH TANK BCN        APPROX. 0.9 KM 2183856.8 |
 AC3892|---------------------------------------------------------------------|
 AC3892
 AC3892                          SUPERSEDED SURVEY CONTROL
 AC3892
 AC3892  NAD 83(1986)-  25 30 08.55803(N)    080 22 59.61484(W) AD(       ) 3
 AC3892  NAD 27      -  25 30 07.16165(N)    080 23 00.42075(W) AD(       ) 3
 AC3892
 AC3892.Superseded values are not recommended for survey control.
 AC3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3892.See file dsdata.txt to determine how the superseded data were derived.
 AC3892
 AC3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6198420721(NAD 83)
 AC3892_MARKER: DZ = AZIMUTH MARK DISK
 AC3892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC3892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3892+STABILITY: SURFACE MOTION
 AC3892
 AC3892  HISTORY     - Date     Condition        Report By
 AC3892  HISTORY     - 1961     MONUMENTED       CGS
 AC3892
 AC3892                          STATION DESCRIPTION
 AC3892
 AC3892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 AC3892'STATION IS LOCATED IN THE EAST SECTION OF HOMESTEAD U.S. AIR FORCE
 AC3892'BASE, ABOUT 6 MILES EAST OF HOMESTEAD.  STATION IS MARKED WITH A
 AC3892'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 AC3892'MONUMENT THAT PROJECTS ABOUT 2 INCHES.  THE DISK IS STAMPED AERO
 AC3892'1961.  IT IS 58 FEET SOUTHEAST OF THE CENTERLINE OF SAINT LO
 AC3892'BOULEVARD, 10 FEET NORTHWEST OF CHAIN LINK FENCE CORNER POST AND
 AC3892'2.7 FEET SOUTH OF STEEL WITNESS POST WITH A METAL SIGN.
 AC3892'
 AC3892'THE STATION MAY BE REACHED FROM THE WEST GATE OF THE BASE BY
 AC3892'GOING EASTERLY ON BOUGANVILLE AVE. FOR 0.95 MILE TO THE INTERSECTION
 AC3892'AT SAINT LO BOULEVARD.  TURN NORTHERLY ON SAINT LO BOULEVARD FOR
 AC3892'0.45 MILE TO THE MARK ON THE RIGHT (EAST) SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4829 ***********************************************************************
 AC4829  DESIGNATION -  AERO RM 2
 AC4829  PID         -  AC4829
 AC4829  STATE/COUNTY-  FL/MIAMI-DADE
 AC4829  USGS QUAD   -  HOMESTEAD (1994)
 AC4829
 AC4829                         *CURRENT SURVEY CONTROL
 AC4829  ___________________________________________________________________
 AC4829* NAD 83(1986)-  25 29 48.     (N)    080 23 07.     (W)     SCALED    
 AC4829* NAVD 88     -         1.650  (meters)       5.41   (feet)  ADJUSTED  
 AC4829  ___________________________________________________________________
 AC4829  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AC4829  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 AC4829  MODELED GRAV-     978,974.6   (mgal)                       NAVD 88
 AC4829
 AC4829  VERT ORDER  -  FIRST     CLASS II
 AC4829
 AC4829.The horizontal coordinates were scaled from a topographic map and have
 AC4829.an estimated accuracy of +/- 6 seconds.
 AC4829
 AC4829.The orthometric height was determined by differential leveling
 AC4829.and adjusted by the National Geodetic Survey in May 1994..
 AC4829
 AC4829.The geoid height was determined by GEOID03.
 AC4829
 AC4829.The dynamic height is computed by dividing the NAVD 88
 AC4829.geopotential number by the normal gravity value computed on the
 AC4829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4829.degrees latitude (g = 980.6199 gals.).
 AC4829
 AC4829.The modeled gravity was interpolated from observed gravity values.
 AC4829
 AC4829;                    North         East    Units  Estimated Accuracy
 AC4829;SPC FL E     -   129,000.      261,800.      MT  (+/- 180 meters Scaled)
 AC4829
 AC4829                          SUPERSEDED SURVEY CONTROL
 AC4829
 AC4829.No superseded survey control is available for this station.
 AC4829
 AC4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ617200(NAD 83)
 AC4829_MARKER: DR = REFERENCE MARK DISK
 AC4829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC4829_SP_SET: HEADWALL
 AC4829_STAMPING: AERO NO 2 1961
 AC4829_MARK LOGO: CGS   
 AC4829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4829+STABILITY: SURFACE MOTION
 AC4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4829+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 AC4829
 AC4829  HISTORY     - Date     Condition        Report By
 AC4829  HISTORY     - 1961     MONUMENTED       CGS
 AC4829  HISTORY     - 1987     GOOD             USPSQD
 AC4829  HISTORY     - 19930518 GOOD             NGS
 AC4829
 AC4829                          STATION DESCRIPTION
 AC4829
 AC4829'DESCRIBED BY US POWER SQUADRON 1987 (BCH)
 AC4829'RECOVERED IN GOOD CONDITION.
 AC4829
 AC4829                          STATION RECOVERY (1993)
 AC4829
 AC4829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4829'0.7 KM (0.45 MI) EASTERLY ALONG NORTHEAST 8TH STREET FROM THE POST
 AC4829'OFFICE IN HOMESTEAD, THENCE 3.3 KM (2.05 MI) NORTHEASTERLY ALONG OLD
 AC4829'DIXIE HIGHWAY (DESOTO STREET), THENCE 6.3 KM (3.90 MI) EASTERLY ALONG
 AC4829'BISCAYNE DRIVE AND BOUGAINVILLE BOULEVARD, THENCE 0.2 KM (0.10 MI)
 AC4829'NORTHEASTERLY ALONG HANNARD BOULEVARD, AT HOMESTEAD AIR FORCE BASE,
 AC4829'IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 AC4829'SOUTHEAST CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT, 100.4 M (329.4
 AC4829'FT) SOUTHWEST OF THE CENTERLINE OF SAINT NAZAIRE BOULEVARD, 42.4 M
 AC4829'(139.1 FT) NORTHWEST OF TRIANGULATION STATION AERO, AND 7.9 M (25.9
 AC4829'FT) SOUTHEAST OF THE CENTERLINE OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8407 ***********************************************************************
 AJ8407  DESIGNATION -  AEROJET GENERAL 3
 AJ8407  PID         -  AJ8407
 AJ8407  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8407  USGS QUAD   -  ROYAL PALM RANGER STATION SE (1967)
 AJ8407
 AJ8407                         *CURRENT SURVEY CONTROL
 AJ8407  ___________________________________________________________________
 AJ8407* NAD 83(1986)-  25 21 32.     (N)    080 33 57.     (W)     SCALED    
 AJ8407* NAVD 88     -         1.068  (meters)       3.50   (feet)  ADJUSTED  
 AJ8407  ___________________________________________________________________
 AJ8407  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AJ8407  DYNAMIC HT  -           1.066 (meters)       3.50  (feet)  COMP
 AJ8407  MODELED GRAV-     978,980.4   (mgal)                       NAVD 88
 AJ8407
 AJ8407  VERT ORDER  -  FIRST     CLASS II
 AJ8407
 AJ8407.The horizontal coordinates were scaled from a topographic map and have
 AJ8407.an estimated accuracy of +/- 6 seconds.
 AJ8407
 AJ8407.The orthometric height was determined by differential leveling
 AJ8407.and adjusted by the National Geodetic Survey in June 2002..
 AJ8407.No vertical observational check was made to the station.
 AJ8407
 AJ8407.The geoid height was determined by GEOID03.
 AJ8407
 AJ8407.The dynamic height is computed by dividing the NAVD 88
 AJ8407.geopotential number by the normal gravity value computed on the
 AJ8407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8407.degrees latitude (g = 980.6199 gals.).
 AJ8407
 AJ8407.The modeled gravity was interpolated from observed gravity values.
 AJ8407
 AJ8407;                    North         East    Units  Estimated Accuracy
 AJ8407;SPC FL E     -   113,670.      243,700.      MT  (+/- 180 meters Scaled)
 AJ8407
 AJ8407                          SUPERSEDED SURVEY CONTROL
 AJ8407
 AJ8407.No superseded survey control is available for this station.
 AJ8407
 AJ8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ436047(NAD 83)
 AJ8407_MARKER: DD = SURVEY DISK
 AJ8407_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ8407_STAMPING: 3
 AJ8407_MARK LOGO: FL-025
 AJ8407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8407+STABILITY: SURFACE MOTION
 AJ8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8407+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2001
 AJ8407
 AJ8407  HISTORY     - Date     Condition        Report By
 AJ8407  HISTORY     - UNK      MONUMENTED       FL-025
 AJ8407  HISTORY     - 20010106 GOOD             FLDEP
 AJ8407
 AJ8407                          STATION DESCRIPTION
 AJ8407
 AJ8407'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ8407'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF HOMESTEAD, 7.0 MI
 AJ8407'(11.3 KM) SOUTHWEST OF FLORIDA CITY, IN ESTIMATED SECTION 30, TOWNSHIP
 AJ8407'58 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AJ8407'U.S.  HIGHWAY 1 (SOUTH DIXIE HIGHWAY) AND PALM DRIVE (STATE ROAD 9336,
 AJ8407'SOUTHWEST 344TH STREET) IN FLORIDA CITY, GO WEST ON PALM DRIVE (STATE
 AJ8407'ROAD 9336, SOUTHWEST 344TH STREET) FOR 1.7 MI (2.7 KM) TO THE JUNCTION
 AJ8407'OF SOUTHWEST 192TH AVENUE (TOWER ROAD, STATE ROAD 9336) TURN LEFT ON
 AJ8407'SOUTHWEST 192TH AVENUE (TOWER ROAD, STATE ROAD 9336) AND GO SOUTH FOR
 AJ8407'2.1 MI (3.4 KM) TO THE JUNCTION OF SOUTHWEST 376TH STREET (STATE ROAD
 AJ8407'9336, INGRAHAM HIGHWAY) ON THE RIGHT, TURN RIGHT ON SOUTHWEST 376TH
 AJ8407'STREET (STATE ROAD 9336, INGRAHAM HIGHWAY) AND GO WEST FOR 4.5 MI (7.2
 AJ8407'KM) TO A PAVED ROAD ON THE LEFT (SOUTHWEST 232ND AVENUE) , TURN LEFT
 AJ8407'ON THE PAVED ROAD AND GO SOUTH FOR 1.55 TO A LOCKED GATE, CONTINUE
 AJ8407'SOUTH ON THE PAVED ROAD FOR 1.35 MI (2.17 KM) TO A LOCKED GATE AND THE
 AJ8407'MARK IN THE CENTER OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 AJ8407'LEVEL WITH THE PAVED ROAD. LOCATED 60.6 FT (18.5 M) NORTH OF A METAL
 AJ8407'GUARDRAIL ACROSS THE PAVED ROAD, 37.2 FT (11.3 M) SOUTH-SOUTHEAST OF A
 AJ8407'POWER POLE, 37.1 FT (11.3 M) NORTH-NORTHEAST OF A CARSONITE WITNESS
 AJ8407'POST, 23.9 FT (7.3 M) SOUTH-SOUTHEAST OF A POWER POLE AND 12.2 FT (3.7
 AJ8407'M) EAST OF THE WEST EDGE OF PAVEMENT. NOTE FOR KEY CONTACT SOUTH
 AJ8407'FLORIDA WATER MANAGEMENT DISTRICT AT 2195 NORTHEAST 8TH STREET
 AJ8407'HOMESTEAD, FL 33033, PHONE 305-242-5955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7788 ***********************************************************************
 AD7788  DESIGNATION -  AF 22
 AD7788  PID         -  AD7788
 AD7788  STATE/COUNTY-  FL/LEE
 AD7788  USGS QUAD   -  FORT MYERS NW (1987)
 AD7788
 AD7788                         *CURRENT SURVEY CONTROL
 AD7788  ___________________________________________________________________
 AD7788* NAD 83(1990)-  26 42 48.88084(N)    081 54 09.67819(W)     ADJUSTED  
 AD7788* NAVD 88     -         4.96   (+/-2cm)      16.3    (feet)  VERTCON   
 AD7788  ___________________________________________________________________
 AD7788  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AD7788  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AD7788
 AD7788  HORZ ORDER  -  THIRD
 AD7788  VERT ORDER  -  THIRD ? (See Below)
 AD7788
 AD7788.The horizontal coordinates were established by classical geodetic methods
 AD7788.and adjusted by the National Geodetic Survey in May 1991..
 AD7788
 AD7788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7788.The vertical order pertains to the NGVD 29 superseded value.
 AD7788
 AD7788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7788
 AD7788.The geoid height was determined by GEOID03.
 AD7788
 AD7788;                    North         East     Units Scale Factor Converg.
 AD7788;SPC FL W     -   263,673.694   209,682.437   MT  0.99994233   +0 02 37.5
 AD7788;SPC FL W     -   865,069.44    687,933.13   sFT  0.99994233   +0 02 37.5
 AD7788;UTM  17      - 2,955,029.988   410,211.584   MT  0.99969953   -0 24 20.9
 AD7788
 AD7788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7788!SPC FL W     -   1.00000301  x   0.99994233  =   0.99994534
 AD7788!UTM  17      -   1.00000301  x   0.99969953  =   0.99970254
 AD7788
 AD7788:                Primary Azimuth Mark                     Grid Az
 AD7788:SPC FL W     -  GILCHRIST                                007 08 44.6
 AD7788:UTM  17      -  GILCHRIST                                007 35 43.0
 AD7788
 AD7788|---------------------------------------------------------------------|
 AD7788| PID    Reference Object                     Distance      Geod. Az  |
 AD7788|                                                           dddmmss.s |
 AD7788| AD1461 GILCHRIST                           APPROX. 7.0 KM 0071122.1 |
 AD7788| CW8389 AF 22 RM 1                           24.789 METERS 17830     |
 AD7788| CW8390 AF 22 RM 2                           22.263 METERS 29519     |
 AD7788|---------------------------------------------------------------------|
 AD7788
 AD7788                          SUPERSEDED SURVEY CONTROL
 AD7788
 AD7788  NAD 83(1986)-  26 42 48.88044(N)    081 54 09.69208(W) AD(       ) 3
 AD7788  NAD 27      -  26 42 47.62989(N)    081 54 10.38053(W) AD(       ) 3
 AD7788  NGVD 29 (07/19/86)    5.32   (m)           17.5    (f) LEVELING    3  
 AD7788
 AD7788.Superseded values are not recommended for survey control.
 AD7788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7788.See file dsdata.txt to determine how the superseded data were derived.
 AD7788
 AD7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1021255030(NAD 83)
 AD7788_MARKER: DD = SURVEY DISK
 AD7788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7788
 AD7788  HISTORY     - Date     Condition        Report By
 AD7788  HISTORY     - 1937     MONUMENTED       FLGS
 AD7788  HISTORY     - 1943     GOOD             CGS
 AD7788  HISTORY     - 1959     GOOD             CGS
 AD7788  HISTORY     - 1974     SEE DESCRIPTION  CEJA
 AD7788  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD7788
 AD7788                          STATION DESCRIPTION
 AD7788
 AD7788'DESCRIBED BY FLORIDA GEODETIC SURVEY 1937 (RAE)
 AD7788'THE STATION IS ABOUT 5 MILES NORTHWEST OF FORT MYERS ON
 AD7788'U.S. HIGHWAY 41.  IT LIES ON THE OUTSIDE OF A LONG CURVE, 52 FEET
 AD7788'WEST OF THE CENTERLINE OF THE HIGHWAY, 285 FEET SOUTH OF CONCRETE
 AD7788'BRIDGE NO. 112, AND ABOUT 1400 FEET SOUTH OF AN OLD STONE GARAGE
 AD7788'BUILDING OF TAMIAMI CITY.  THE STATION IS PART OF A TRAVERSE FROM
 AD7788'FORT MYERS TO PUNTA GORDA.  IT WAS A 6- BY 6-INCH CONCRETE
 AD7788'MONUMENT SET WITH A BRASS DISK BEARING THE LEGEND AF 22 U.S.
 AD7788'COAST AND GEODETIC AND STATE SURVEY.  THE MARK WAS REINFORCED TO
 AD7788'FORM A 12- BY 12-INCH MONUMENT.  THERE IS NO UNDERGROUND STATION
 AD7788'MARK.  MARK PROJECTS 3 INCHES.
 AD7788'
 AD7788'REFERENCE MARK NO. 1 IS 81.33 FEET SOUTH OF THE STATION, 28
 AD7788'PACES WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 AD7788'SOUTHWEST OF A SIGN CHARLOTTE HARBOR HOTEL, AND 18 FEET
 AD7788'EAST-SOUTHEAST OF A 26-INCH PINE STUMP.  MARK PROJECTS 6
 AD7788'INCHES.
 AD7788'
 AD7788'REFERENCE MARK NO. 2 IS 73.04 FEET NW OF THE STATION, 24 PACES
 AD7788'WEST-SOUTHWEST OF THE HIGHWAY, 8 FEET WEST-NORTHWEST OF A SIGN,
 AD7788'EDISON BRIDGE TOURIST CAMP, AND 24 FEET EAST OF A 12-INCH PINE
 AD7788'TREE.  MARK PROJECTS 6 INCHES.
 AD7788'
 AD7788'AF 23 U.S.C. AND G.S. AND SS TRAVERSE STATION (USED AS AZIMUTH
 AD7788'MARK) IS 0.9 MILE NORTHWEST OF THE STATION, 34 FEET WEST OF THE
 AD7788'CENTERLINE OF THE HIGHWAY, AND 125 FEET NORTH OF A HIGHWAY GUIDE
 AD7788'SIGN.  IT LIES DIRECTLY OPPOSITE A GAP IN THE GUARD RAIL AND ABOUT
 AD7788'300 FEET WEST OF THE RUINS OF A CONCRETE-BLOCK BUILDING.  IT WAS
 AD7788'A 6- BY 6-INCH CONCRETE MARKER SET WITH A BRASS DISK BEARING THE
 AD7788'LEGEND U.S. COAST AND GEODETIC AND STATE SURVEY, BUT HAS BEEN
 AD7788'REINFORCED TO FORM A 12- BY 12-INCH MONUMENT.  MARK PROJECTS 3
 AD7788'INCHES.
 AD7788'
 AD7788'TO REACH FROM FORT MYERS, FOLLOW U.S. HIGHWAY 41 NORTH AND WEST
 AD7788'4.2 MILES FROM THE NORTH END OF EDISON BRIDGE TO THE STATION ON
 AD7788'THE LEFT.
 AD7788'
 AD7788'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 AD7788
 AD7788                          STATION RECOVERY (1943)
 AD7788
 AD7788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KGC)
 AD7788'STATION RECOVERED AS DESCRIBED AND IN ADDITION--
 AD7788'
 AD7788'1.  REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED AF 22
 AD7788'NO. 1 1937, WITH ARROW POINTING TOWARD THE STATION, SET IN THE
 AD7788'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, 88 FEET W OF THE
 AD7788'CENTER LINE OF THE HIGHWAY, 81.33 FEET FROM THE STATION,
 AD7788'N 11 DEG W.
 AD7788'
 AD7788'2.  REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED AF 22
 AD7788'NO. 2 1937, WITH ARROW POINTING TOWARD THE STATION, SET IN THE
 AD7788'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, 98 FEET W OF THE CENTER
 AD7788'LINE OF THE HIGHWAY, 73.04 FEET FROM THE STATION, N 66 DEG W.
 AD7788'
 AD7788'3.  DISTANCE FROM R.M. 1 TO R.M. 2 IS 131.61 FEET.
 AD7788
 AD7788                          STATION RECOVERY (1959)
 AD7788
 AD7788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7788'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AD7788'AND THE DISTANCES TO THE REFERENCE MARKS CHECKED.  DUE TO CHANGES
 AD7788'IN THE AREA AND HIGHWAY THE DESCRIPTION IS NOW INADEQUATE.  A NEW
 AD7788'DESCRIPTION FOLLOWS--
 AD7788'
 AD7788'LOCATED 4.3 MILES NORTHWEST ALONG
 AD7788'U.S. HWY 41 FROM THE NORTH END OF EDISON BRIDGE AT FT. MYERS AND
 AD7788'0.7 MILE NORTH OF THE SHELL FACTORY AT ABOUT THE CENTER AND ON
 AD7788'THE OUTSIDE OF A LONG CURVE, 278 FT. SOUTH OF THE SOUTHWEST CORNER
 AD7788'OF BRIDGE NO. 12.  53.3 FT. WEST SOUTHWEST OF THE CENTERLINE OF
 AD7788'HIGHWAY.  BETWEEN TWO DRIVEWAYS LEADING WEST, 86 FT. NORTH OF
 AD7788'CENTERLINE OF SOUTHERN DRIVEWAY AND 16 FT. SOUTH OF THE
 AD7788'CENTERLINE OF NORTHERN DRIVEWAY.  57.2 FT. SOUTHEAST OF A 5 INCH
 AD7788'SQUARE CONCRETE HIGHWAY RIGHT OF WAY MONUMENT WHICH
 AD7788'PROJECTS 2 FT.  A STANDARD STATE SURVEY DISK STAMPED A F 22
 AD7788'SET IN THE TOP OF 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 AD7788'THE GROUND.
 AD7788'
 AD7788'R.M. 1 IS SOUTH OF THE STATION.  88 FT. WEST SOUTHWEST OF THE
 AD7788'CENTERLINE OF HIGHWAY AND 11.0 FT. NORTH OF CENTERLINE OF DRIVEWAY
 AD7788'WEST, AT EDGE OF HIGHWAY PROPERTY LINE.  A STANDARD C AND GS RM
 AD7788'DISK STAMPED AF 22 NO 1 1937, SET IN THE TOP OF A 12 INCH SQUARE
 AD7788'CONCRETE MONUMENT PROJECTING 4 INCHES.
 AD7788'
 AD7788'R.M. 2 IS WEST NORTHWEST OF THE STATION, 98 FT. WEST SOUTHWEST
 AD7788'OF CENTERLINE OF HIGHWAY, 38 FT. NORTH OF CENTERLINE OF DRIVEWAY
 AD7788'WEST AND 23.3 FT. NORTH OF THE HIGHWAY RIGHT OF WAY MONUMENT.  AT
 AD7788'EDGE OF HIGHWAY PROPERTY LINE.  A STANDARD C AND GS RM DISK
 AD7788'STAMPED AF NO 22 NO 2 1937 SET IN THE TOP OF A 12 INCH SQUARE
 AD7788'CONCRETE MONUMENT PROJECTING 4 INCHES.
 AD7788
 AD7788                          STATION RECOVERY (1974)
 AD7788
 AD7788'RECOVERY NOTE BY C E JOHNSON ASSOC 1974 (GF)
 AD7788'MARK AND ITS REFERENCES EITHER DESTROYED OR UNDER DEEP FILL
 AD7788'CREATED BY NEW CONSTRUCTION ON TURNOUT AT THE INTERSECTION OF
 AD7788'U.S. 41 (NEW ALINEMENT) AND U.S. 41 (BUSINESS ROUTE OR OLD U.S.41).
 AD7788
 AD7788                          STATION RECOVERY (1988)
 AD7788
 AD7788'RECOVERY NOTE BY US POWER SQUADRON 1988 (DGH)
 AD7788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3592 ***********************************************************************
 BE3592  DESIGNATION -  AF 64 USE 1959
 BE3592  PID         -  BE3592
 BE3592  STATE/COUNTY-  FL/BAY
 BE3592  USGS QUAD   -  LONG POINT (1982)
 BE3592
 BE3592                         *CURRENT SURVEY CONTROL
 BE3592  ___________________________________________________________________
 BE3592* NAD 83(1990)-  30 04 40.32843(N)    085 36 37.64719(W)     ADJUSTED  
 BE3592* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 BE3592  ___________________________________________________________________
 BE3592  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BE3592  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3592
 BE3592  HORZ ORDER  -  SECOND
 BE3592
 BE3592.The horizontal coordinates were established by classical geodetic methods
 BE3592.and adjusted by the National Geodetic Survey in May 1991..
 BE3592
 BE3592.The orthometric height was scaled from a topographic map.
 BE3592
 BE3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3592
 BE3592.The geoid height was determined by GEOID03.
 BE3592
 BE3592;                    North         East     Units Scale Factor Converg.
 BE3592;SPC FL N     -   120,000.136   492,946.913   MT  0.99994964   -0 33 28.9
 BE3592;SPC FL N     -   393,700.45  1,617,276.66   sFT  0.99994964   -0 33 28.9
 BE3592;UTM  16      - 3,328,227.892   633,919.982   MT  0.99982127   +0 41 47.4
 BE3592
 BE3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3592!SPC FL N     -   1.00000295  x   0.99994964  =   0.99995259
 BE3592!UTM  16      -   1.00000295  x   0.99982127  =   0.99982422
 BE3592
 BE3592                          SUPERSEDED SURVEY CONTROL
 BE3592
 BE3592  NAD 83(1986)-  30 04 40.33896(N)    085 36 37.65863(W) AD(       ) 2
 BE3592  NAD 27      -  30 04 39.60980(N)    085 36 37.92510(W) AD(       ) 2
 BE3592
 BE3592.Superseded values are not recommended for survey control.
 BE3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3592.See file dsdata.txt to determine how the superseded data were derived.
 BE3592
 BE3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3392028228(NAD 83)
 BE3592_MARKER: DD = SURVEY DISK
 BE3592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3592+STABILITY: SURFACE MOTION
 BE3592
 BE3592  HISTORY     - Date     Condition        Report By
 BE3592  HISTORY     - 1959     MONUMENTED       CGS
 BE3592  HISTORY     - 1989     GOOD             USPSQD
 BE3592  HISTORY     - 19910626 GOOD             USPSQD
 BE3592  HISTORY     - 19960410 MARK NOT FOUND   USPSQD
 BE3592
 BE3592                          STATION DESCRIPTION
 BE3592
 BE3592'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BE3592'SEE STATION TYNDALL
 BE3592
 BE3592                          STATION RECOVERY (1989)
 BE3592
 BE3592'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE3592'RECOVERED IN GOOD CONDITION.
 BE3592
 BE3592                          STATION RECOVERY (1991)
 BE3592
 BE3592'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 BE3592'RECOVERED IN GOOD CONDITION.
 BE3592
 BE3592                          STATION RECOVERY (1996)
 BE3592
 BE3592'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3594 ***********************************************************************
 BE3594  DESIGNATION -  AF 65 USE 1959
 BE3594  PID         -  BE3594
 BE3594  STATE/COUNTY-  FL/BAY
 BE3594  USGS QUAD   -  LONG POINT (1982)
 BE3594
 BE3594                         *CURRENT SURVEY CONTROL
 BE3594  ___________________________________________________________________
 BE3594* NAD 83(1990)-  30 04 35.33686(N)    085 36 28.26271(W)     ADJUSTED  
 BE3594* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 BE3594  ___________________________________________________________________
 BE3594  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BE3594  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3594
 BE3594  HORZ ORDER  -  SECOND
 BE3594
 BE3594.The horizontal coordinates were established by classical geodetic methods
 BE3594.and adjusted by the National Geodetic Survey in May 1991..
 BE3594
 BE3594.The orthometric height was scaled from a topographic map.
 BE3594
 BE3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3594
 BE3594.The geoid height was determined by GEOID03.
 BE3594
 BE3594;                    North         East     Units Scale Factor Converg.
 BE3594;SPC FL N     -   119,844.002   493,196.719   MT  0.99994968   -0 33 24.2
 BE3594;SPC FL N     -   393,188.20  1,618,096.24   sFT  0.99994968   -0 33 24.2
 BE3594;UTM  16      - 3,328,077.284   634,173.114   MT  0.99982210   +0 41 52.0
 BE3594
 BE3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3594!SPC FL N     -   1.00000310  x   0.99994968  =   0.99995278
 BE3594!UTM  16      -   1.00000310  x   0.99982210  =   0.99982520
 BE3594
 BE3594                          SUPERSEDED SURVEY CONTROL
 BE3594
 BE3594  NAD 83(1986)-  30 04 35.34748(N)    085 36 28.27407(W) AD(       ) 2
 BE3594  NAD 27      -  30 04 34.61850(N)    085 36 28.54040(W) AD(       ) 2
 BE3594
 BE3594.Superseded values are not recommended for survey control.
 BE3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3594.See file dsdata.txt to determine how the superseded data were derived.
 BE3594
 BE3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3417328077(NAD 83)
 BE3594_MARKER: DD = SURVEY DISK
 BE3594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3594+STABILITY: SURFACE MOTION
 BE3594
 BE3594  HISTORY     - Date     Condition        Report By
 BE3594  HISTORY     - 1959     MONUMENTED       CGS
 BE3594  HISTORY     - 1965     GOOD             CGS
 BE3594  HISTORY     - 19910626 GOOD             USPSQD
 BE3594  HISTORY     - 19960404 MARK NOT FOUND   USPSQD
 BE3594
 BE3594                          STATION DESCRIPTION
 BE3594
 BE3594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 BE3594'SEE STATION TYNDALL
 BE3594
 BE3594                          STATION RECOVERY (1965)
 BE3594
 BE3594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 BE3594'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 BE3594'THE BODY OF THE DESCRIPTION OF STATION TYNDALL, 1959.
 BE3594
 BE3594                          STATION RECOVERY (1991)
 BE3594
 BE3594'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 BE3594'RECOVERED IN GOOD CONDITION.
 BE3594
 BE3594                          STATION RECOVERY (1996)
 BE3594
 BE3594'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0910 ***********************************************************************
 BE0910  DESIGNATION -  AF 7 USE
 BE0910  PID         -  BE0910
 BE0910  STATE/COUNTY-  FL/BAY
 BE0910  USGS QUAD   -  NORTH OF ALLANTON (1982)
 BE0910
 BE0910                         *CURRENT SURVEY CONTROL
 BE0910  ___________________________________________________________________
 BE0910* NAD 83(1986)-  30 08 36.     (N)    085 25 28.     (W)     SCALED    
 BE0910* NAVD 88     -        12.786  (meters)      41.95   (feet)  ADJUSTED  
 BE0910  ___________________________________________________________________
 BE0910  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE0910  DYNAMIC HT  -          12.769 (meters)      41.89  (feet)  COMP
 BE0910  MODELED GRAV-     979,316.1   (mgal)                       NAVD 88
 BE0910
 BE0910  VERT ORDER  -  FIRST     CLASS I
 BE0910
 BE0910.The horizontal coordinates were scaled from a topographic map and have
 BE0910.an estimated accuracy of +/- 6 seconds.
 BE0910
 BE0910.The orthometric height was determined by differential leveling
 BE0910.and adjusted by the National Geodetic Survey in June 1991..
 BE0910
 BE0910.The geoid height was determined by GEOID03.
 BE0910
 BE0910.The dynamic height is computed by dividing the NAVD 88
 BE0910.geopotential number by the normal gravity value computed on the
 BE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0910.degrees latitude (g = 980.6199 gals.).
 BE0910
 BE0910.The modeled gravity was interpolated from observed gravity values.
 BE0910
 BE0910;                    North         East    Units  Estimated Accuracy
 BE0910;SPC FL N     -   127,100.      510,940.      MT  (+/- 180 meters Scaled)
 BE0910
 BE0910                          SUPERSEDED SURVEY CONTROL
 BE0910
 BE0910  NGVD 29 (??/??/92)   12.945  (m)           42.47   (f) ADJ UNCH    1 1
 BE0910
 BE0910.Superseded values are not recommended for survey control.
 BE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0910.See file dsdata.txt to determine how the superseded data were derived.
 BE0910
 BE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU517357(NAD 83)
 BE0910_MARKER: DD = SURVEY DISK
 BE0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0910_STAMPING: AF 7 1958
 BE0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0910+STABILITY: SURFACE MOTION
 BE0910
 BE0910  HISTORY     - Date     Condition        Report By
 BE0910  HISTORY     - 1958     MONUMENTED       DOD
 BE0910  HISTORY     - 1967     GOOD             NGS
 BE0910  HISTORY     - 1988     POOR             USPSQD
 BE0910  HISTORY     - 1989     GOOD             USPSQD
 BE0910  HISTORY     - 1990     POOR             USPSQD
 BE0910  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BE0910
 BE0910                          STATION DESCRIPTION
 BE0910
 BE0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0910'10 MI E FROM CALLAWAY.
 BE0910'ABOUT 9.95 MILES EAST ALONG STATE HIGHWAY 22 FROM THE INTERSECTION
 BE0910'OF U.S. HIGHWAY 98 AT CALLAWAY, IN R 12 W, T 4 S, ABOUT 1.05 MILES
 BE0910'WEST OF THE BRIDGE OVER SANDY CREEK, 0.1 MILE EAST OF A GRADED
 BE0910'SAND ROAD LEADING NORTH, 41.5 FEET SOUTH OF THE CENTER LINE OF THE
 BE0910'HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO BUILDING
 BE0910'NO. T 100, 17 FEET SOUTHWEST OF THE WEST END OF AN 18-INCH PIPE
 BE0910'CULVERT UNDER THE HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST,
 BE0910'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BE0910'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BE0910
 BE0910                          STATION RECOVERY (1988)
 BE0910
 BE0910'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0910'MARK RECOVERED IN POOR CONDITION.
 BE0910
 BE0910                          STATION RECOVERY (1989)
 BE0910
 BE0910'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0910'RECOVERED IN GOOD CONDITION.
 BE0910
 BE0910                          STATION RECOVERY (1990)
 BE0910
 BE0910'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0910'MARK RECOVERED IN POOR CONDITION.
 BE0910
 BE0910                          STATION RECOVERY (1994)
 BE0910
 BE0910'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1426 ***********************************************************************
 AD1426  DESIGNATION -  AF 9
 AD1426  PID         -  AD1426
 AD1426  STATE/COUNTY-  FL/LEE
 AD1426  USGS QUAD   -  FORT MYERS (1987)
 AD1426
 AD1426                         *CURRENT SURVEY CONTROL
 AD1426  ___________________________________________________________________
 AD1426* NAD 83(1990)-  26 38 28.04264(N)    081 51 36.99325(W)     ADJUSTED  
 AD1426* NAVD 88     -         4.367  (meters)      14.33   (feet)  ADJUSTED  
 AD1426  ___________________________________________________________________
 AD1426  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AD1426  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AD1426  DYNAMIC HT  -           4.360 (meters)      14.30  (feet)  COMP
 AD1426  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 AD1426
 AD1426  HORZ ORDER  -  SECOND
 AD1426  VERT ORDER  -  FIRST     CLASS I
 AD1426
 AD1426.The horizontal coordinates were established by classical geodetic methods
 AD1426.and adjusted by the National Geodetic Survey in May 1991..
 AD1426
 AD1426.The orthometric height was determined by differential leveling
 AD1426.and adjusted by the National Geodetic Survey in June 1991..
 AD1426.WARNING-Repeat measurements at this control monument indicate possible
 AD1426.vertical movement.
 AD1426
 AD1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD1426
 AD1426.The geoid height was determined by GEOID03.
 AD1426
 AD1426.The dynamic height is computed by dividing the NAVD 88
 AD1426.geopotential number by the normal gravity value computed on the
 AD1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1426.degrees latitude (g = 980.6199 gals.).
 AD1426
 AD1426.The modeled gravity was interpolated from observed gravity values.
 AD1426
 AD1426;                    North         East     Units Scale Factor Converg.
 AD1426;SPC FL W     -   255,650.167   213,911.242   MT  0.99994356   +0 03 45.5
 AD1426;SPC FL W     -   838,745.59    701,807.13   sFT  0.99994356   +0 03 45.5
 AD1426;UTM  17      - 2,946,975.566   414,376.352   MT  0.99969051   -0 23 08.8
 AD1426
 AD1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD1426!SPC FL W     -   1.00000311  x   0.99994356  =   0.99994667
 AD1426!UTM  17      -   1.00000311  x   0.99969051  =   0.99969362
 AD1426
 AD1426|---------------------------------------------------------------------|
 AD1426| PID    Reference Object                     Distance      Geod. Az  |
 AD1426|                                                           dddmmss.s |
 AD1426| AD7671 FORT MYERS NEW MUNICIPAL TANK       132.083 METERS 14830     |
 AD1426| AD1429 AF 8                                APPROX. 0.8 KM 1820251.7 |
 AD1426|---------------------------------------------------------------------|
 AD1426
 AD1426                          SUPERSEDED SURVEY CONTROL
 AD1426
 AD1426  NAD 83(1986)-  26 38 28.04232(N)    081 51 37.00688(W) AD(       ) 2
 AD1426  NAD 27      -  26 38 26.78406(N)    081 51 37.69554(W) AD(       ) 2
 AD1426  NGVD 29 (??/??/92)    4.726  (m)           15.51   (f) ADJ UNCH    1 1
 AD1426
 AD1426.Superseded values are not recommended for survey control.
 AD1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1426.See file dsdata.txt to determine how the superseded data were derived.
 AD1426
 AD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1437646976(NAD 83)
 AD1426_MARKER: DD = SURVEY DISK
 AD1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1426_STAMPING: A F 9
 AD1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1426+STABILITY: SURFACE MOTION
 AD1426
 AD1426  HISTORY     - Date     Condition        Report By
 AD1426  HISTORY     - 1934     MONUMENTED       FLGS
 AD1426  HISTORY     - 1945     GOOD             CGS
 AD1426  HISTORY     - 1965     POOR             NGS
 AD1426  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD1426  HISTORY     - 19920401 MARK NOT FOUND   NGS
 AD1426  HISTORY     - 20050118 MARK NOT FOUND   USPSQD
 AD1426
 AD1426                          STATION DESCRIPTION
 AD1426
 AD1426'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AD1426'STATION IS LOCATED ON THE E SIDE OF EVANS AVENUE, BETWEEN THE
 AD1426'CURB AND THE SIDEWALK, 2.5 FEET FROM THE CURB, AND 54 FEET N OF
 AD1426'ANDERSON AVENUE.  STANDARD OIL FILLING STATION IS DIRECTLY ACROSS
 AD1426'THE STREET FROM THE STATION.  AT FORT MYERS.
 AD1426'
 AD1426'STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK SET
 AD1426'IN A CONCRETE MONUMENT, STAMPED AF 9, AND FLUSH WITH THE GROUND.
 AD1426
 AD1426                          STATION RECOVERY (1945)
 AD1426
 AD1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EFH)
 AD1426'THIS MARK WAS FOUND TO BE IN GOOD CONDITION AND THE ORIGINAL
 AD1426'DESCRIPTION IS ADEQUATE.
 AD1426
 AD1426                          STATION RECOVERY (1965)
 AD1426
 AD1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AD1426'AT FORT MYERS.
 AD1426'AT FORT MYERS, ALONG ANDERSON AVENUE, AT THE CROSSING OF ATLANTIC
 AD1426'COAST LINE RAILROAD, AT THE INTERSECTION OF ANDERSON AND EVANS
 AD1426'AVENUES, IN SECTION 13, R 24 E, T 44 S, 71 FEET NORTH OF THE
 AD1426'CENTER LINE OF ANDERSON AVENUE, 50 FEET NORTHWEST OF THE
 AD1426'NORTHWEST RAIL OF THE MAIN TRACK OF ATLANTIC COAST LINE RAILROAD,
 AD1426'2.0 FEET EAST OF THE EAST CURB FOR EVANS AVENUE, 1.5 FEET WEST
 AD1426'OF THE WEST EDGE OF THE SIDEWALK ALONG EAST SIDE OF EVANS
 AD1426'AVENUE, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT,
 AD1426'LEVEL WITH THE SIDEWALK.  NOTE-- PART OF THE DISK HAS BEEN CUT
 AD1426'AWAY, THE POST IS LOOSE IN THE GROUND.  USE WITH CAUTION.
 AD1426
 AD1426                          STATION RECOVERY (1988)
 AD1426
 AD1426'RECOVERY NOTE BY US POWER SQUADRON 1988 (DGH)
 AD1426'MARK NOT FOUND.
 AD1426
 AD1426                          STATION RECOVERY (1992)
 AD1426
 AD1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1426'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1426
 AD1426                          STATION RECOVERY (2005)
 AD1426
 AD1426'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS)
 AD1426'IN THE 1980S, ANDERSON AVE WAS RENAMED MARTIN LUTHER KING JR BLVD. AND
 AD1426'ROAD CONSTRUCTION WAS STARTED. THE 2 LANE ROAD WAS WIDEN TO FOUR LANES
 AD1426'AND A MEDIAN STRIP WAS ADDED. SOMETIME DURING THE NEXT FIVE YEARS OF
 AD1426'CONSTRUCTION THE MARK AD1426 WAS LOST OR DESTROYED. EVANS AVE WAS
 AD1426'REALIGNED SO THAT IT WOULD NOT CROSS MLK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7750 ***********************************************************************
 AD7750  DESIGNATION -  AF1 FLGS 1934
 AD7750  PID         -  AD7750
 AD7750  STATE/COUNTY-  FL/LEE
 AD7750  USGS QUAD   -  FORT MYERS SW (1987)
 AD7750
 AD7750                         *CURRENT SURVEY CONTROL
 AD7750  ___________________________________________________________________
 AD7750* NAD 83(1990)-  26 36 42.59348(N)    081 53 27.56978(W)     ADJUSTED  
 AD7750* NAVD 88     -         0.57   (+/-2cm)       1.9    (feet)  VERTCON   
 AD7750  ___________________________________________________________________
 AD7750  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AD7750  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AD7750
 AD7750  HORZ ORDER  -  SECOND
 AD7750  VERT ORDER  -  THIRD ? (See Below)
 AD7750
 AD7750.The horizontal coordinates were established by classical geodetic methods
 AD7750.and adjusted by the National Geodetic Survey in May 1991..
 AD7750
 AD7750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7750.The vertical order pertains to the NGVD 29 superseded value.
 AD7750
 AD7750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7750
 AD7750.The geoid height was determined by GEOID03.
 AD7750
 AD7750;                    North         East     Units Scale Factor Converg.
 AD7750;SPC FL W     -   252,401.955   210,855.883   MT  0.99994263   +0 02 55.8
 AD7750;SPC FL W     -   828,088.75    691,783.01   sFT  0.99994263   +0 02 55.8
 AD7750;UTM  17      - 2,943,752.158   411,296.445   MT  0.99969714   -0 23 56.9
 AD7750
 AD7750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7750!SPC FL W     -   1.00000370  x   0.99994263  =   0.99994633
 AD7750!UTM  17      -   1.00000370  x   0.99969714  =   0.99970084
 AD7750
 AD7750                          SUPERSEDED SURVEY CONTROL
 AD7750
 AD7750  NAD 83(1986)-  26 36 42.59288(N)    081 53 27.58325(W) AD(       ) 2
 AD7750  NAD 27      -  26 36 41.33436(N)    081 53 28.26851(W) AD(       ) 2
 AD7750  NGVD 29 (07/19/86)    0.93   (m)            3.1    (f) LEVELING    3  
 AD7750
 AD7750.Superseded values are not recommended for survey control.
 AD7750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7750.See file dsdata.txt to determine how the superseded data were derived.
 AD7750
 AD7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1129643752(NAD 83)
 AD7750_MARKER: DD = SURVEY DISK
 AD7750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7750
 AD7750  HISTORY     - Date     Condition        Report By
 AD7750  HISTORY     - 1934     MONUMENTED       FLGS
 AD7750  HISTORY     - 1943     GOOD             CGS
 AD7750  HISTORY     - 1959     GOOD             CGS
 AD7750  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD7750  HISTORY     - 19980312 MARK NOT FOUND   USPSQD
 AD7750  HISTORY     - 20031016 MARK NOT FOUND   USPSQD
 AD7750
 AD7750                          STATION DESCRIPTION
 AD7750
 AD7750'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934 (JCP)
 AD7750'THE STATION IS A BRASS DISK SET IN CONCRETE.  LOCATED AT THE WEST
 AD7750'(RIVER) END OF GASPARILLA DRIVE IN YORK MANOR SUB-DIVISION ON THE
 AD7750'SOUTH SIDE OF THE STREET.  THE MONUMENT IS SET AT THE LEVEL OF THE
 AD7750'GROUND, 30.5 FT. FROM THE SEAWALL AND 53.0 FT. SOUTH OF THE
 AD7750'CONCRETE FOUNDATION OF THE IRON FENCE BOUNDING THE STADLER
 AD7750'ESTATE.
 AD7750'
 AD7750'THIS STATION IS USED AS A BENCH MARK AND AS A TRAVERSE
 AD7750'STATION.  STAMPED AF 1.
 AD7750
 AD7750                          STATION RECOVERY (1943)
 AD7750
 AD7750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KGC)
 AD7750'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTIONS NOTED BELOW--
 AD7750'
 AD7750'1.  A SIX INCH SQUARE CONCRETE MONUMENT WHICH EXTENDS ABOUT 2
 AD7750'INCHES ABOVE GROUND, INSTEAD OF A CONCRETE POST FLUSH WITH THE
 AD7750'GROUND.
 AD7750'
 AD7750'NOTE--1934 DESCRIPTION GAVE (ELEV.) 5.038 FEET UNADJUSTED.
 AD7750
 AD7750                          STATION RECOVERY (1959)
 AD7750
 AD7750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7750'RECOVERED IN GOOD CONDITION.
 AD7750'
 AD7750'THE DECRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND
 AD7750'ADDITIONS--
 AD7750'
 AD7750'1.  THE IRON FENCE NO LONGER EXISTS.
 AD7750'
 AD7750'2.  THE STATION IS 175 FT. WEST OF THE WEST END OF THE SURFACED
 AD7750'PART OF GASPARILLA STREET 18 FT. SOUTH OF THE CENTERLINE OF THE
 AD7750'GRASS PART OF STREET.  31 FT. EAST OF THE SEAWALL AND 17.5
 AD7750'FT. NORTH OF THE WEST CABBAGE PALM OF GROUP.  THERE IS ONE OTHER
 AD7750'PALM NEARER SHORE.  THE MARK IS FLUSH WITH THE LAWN.
 AD7750
 AD7750                          STATION RECOVERY (1988)
 AD7750
 AD7750'RECOVERY NOTE BY US POWER SQUADRON 1988 (DGH)
 AD7750'MARK NOT FOUND.
 AD7750
 AD7750                          STATION RECOVERY (1998)
 AD7750
 AD7750'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7750'MARK NOT FOUND.
 AD7750
 AD7750                          STATION RECOVERY (2003)
 AD7750
 AD7750'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD7750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7751 ***********************************************************************
 AD7751  DESIGNATION -  AF2 FLGS 1934
 AD7751  PID         -  AD7751
 AD7751  STATE/COUNTY-  FL/LEE
 AD7751  USGS QUAD   -  FORT MYERS SW (1987)
 AD7751
 AD7751                         *CURRENT SURVEY CONTROL
 AD7751  ___________________________________________________________________
 AD7751* NAD 83(1990)-  26 36 43.35293(N)    081 53 03.19232(W)     ADJUSTED  
 AD7751* NAVD 88     -         3.34   (+/-2cm)      11.0    (feet)  VERTCON   
 AD7751  ___________________________________________________________________
 AD7751  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AD7751  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AD7751
 AD7751  HORZ ORDER  -  SECOND
 AD7751  VERT ORDER  -  THIRD ? (See Below)
 AD7751
 AD7751.The horizontal coordinates were established by classical geodetic methods
 AD7751.and adjusted by the National Geodetic Survey in May 1991..
 AD7751
 AD7751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7751.The vertical order pertains to the NGVD 29 superseded value.
 AD7751
 AD7751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7751
 AD7751.The geoid height was determined by GEOID03.
 AD7751
 AD7751;                    North         East     Units Scale Factor Converg.
 AD7751;SPC FL W     -   252,425.920   211,530.222   MT  0.99994282   +0 03 06.7
 AD7751;SPC FL W     -   828,167.37    693,995.40   sFT  0.99994282   +0 03 06.7
 AD7751;UTM  17      - 2,943,770.845   411,970.784   MT  0.99969567   -0 23 46.0
 AD7751
 AD7751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7751!SPC FL W     -   1.00000326  x   0.99994282  =   0.99994608
 AD7751!UTM  17      -   1.00000326  x   0.99969567  =   0.99969893
 AD7751
 AD7751:                Primary Azimuth Mark                     Grid Az
 AD7751:SPC FL W     -  AF1 FLGS 1934                            267 57 52.8
 AD7751:UTM  17      -  AF1 FLGS 1934                            268 24 45.5
 AD7751
 AD7751|---------------------------------------------------------------------|
 AD7751| PID    Reference Object                     Distance      Geod. Az  |
 AD7751|                                                           dddmmss.s |
 AD7751| AD7750 AF1 FLGS 1934                       APPROX. 0.7 KM 2680059.5 |
 AD7751|---------------------------------------------------------------------|
 AD7751
 AD7751                          SUPERSEDED SURVEY CONTROL
 AD7751
 AD7751  NAD 83(1986)-  26 36 43.35236(N)    081 53 03.20581(W) AD(       ) 2
 AD7751  NAD 27      -  26 36 42.09380(N)    081 53 03.89172(W) AD(       ) 2
 AD7751  NGVD 29 (07/19/86)    3.70   (m)           12.1    (f) LEVELING    3  
 AD7751
 AD7751.Superseded values are not recommended for survey control.
 AD7751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7751.See file dsdata.txt to determine how the superseded data were derived.
 AD7751
 AD7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1197143771(NAD 83)
 AD7751_MARKER: DS = TRIANGULATION STATION DISK
 AD7751_SETTING: 0 = UNSPECIFIED SETTING
 AD7751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7751
 AD7751  HISTORY     - Date     Condition        Report By
 AD7751  HISTORY     - 1934     MONUMENTED       FLGS
 AD7751  HISTORY     - 1943     GOOD             CGS
 AD7751  HISTORY     - 1945     GOOD             CGS
 AD7751  HISTORY     - 1988     GOOD             USPSQD
 AD7751  HISTORY     - 20031113 MARK NOT FOUND   USPSQD
 AD7751
 AD7751                          STATION DESCRIPTION
 AD7751
 AD7751'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AD7751'STATION IS 2.3 MILES S OF FORT MYERS, E OF MC GREGOR BOULEVARD,
 AD7751'6.5 FEET INSIDE OF THE FENCE BOUNDING THE FORT MYERS GOLF LINKS
 AD7751'JUST ACROSS THE BOULEVARD FROM THE N LINE OF GASPARILLA DRIVE,
 AD7751'43 FEET E OF THE CENTER LINE OF THE BOULEVARD, AND 40 FEET N OF
 AD7751'THE CENTER LINE OF GASPARILLA DRIVE.  A CITY WATER HYDRANT ON THE
 AD7751'W SIDE OF THE BOULEVARD IS 73 FEET FROM THE STATION.  THE
 AD7751'STATION LIES BETWEEN TWO AUSTRALIAN PINES, 5.5 FEET S OF THE
 AD7751'NEARER ONE.  THE TREES WERE TRAINGULAR BLAZED.  STATION IS
 AD7751'A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK SET
 AD7751'IN A CONCRETE MONUMENT, AND STAMPED AF 2.
 AD7751
 AD7751                          STATION RECOVERY (1943)
 AD7751
 AD7751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KGC)
 AD7751'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION NOTED BELOW--
 AD7751'
 AD7751'IT IS 46 FEET N OF GASPARILLA DRIVE INSTEAD OF 40 FEET.
 AD7751
 AD7751                          STATION RECOVERY (1945)
 AD7751
 AD7751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EFH)
 AD7751'THE ORIGINAL STATION WAS FOUND TO BE IN GOOD CONDITION AND THE
 AD7751'ORIGINAL DESCRIPTION IS ADEQUATE.
 AD7751'
 AD7751'REACHED FROM COURTHOUSE BY GOING SW ALONG MC GREGOR BOULEVARD
 AD7751'FOR ABOUT 2.3 MILES TO GASPARILLA DRIVE AND STATION.
 AD7751
 AD7751                          STATION RECOVERY (1988)
 AD7751
 AD7751'RECOVERY NOTE BY US POWER SQUADRON 1988 (DGH)
 AD7751'RECOVERED IN GOOD CONDITION.
 AD7751
 AD7751                          STATION RECOVERY (2003)
 AD7751
 AD7751'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD7751'HYDRANT AND TREES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4721 ***********************************************************************
 AJ4721  DESIGNATION -  AFO
 AJ4721  PID         -  AJ4721
 AJ4721  STATE/COUNTY-  FL/ST JOHNS
 AJ4721  USGS QUAD   -  ST AUGUSTINE (1992)
 AJ4721
 AJ4721                         *CURRENT SURVEY CONTROL
 AJ4721  ___________________________________________________________________
 AJ4721* NAD 83(1986)-  29 53 35.     (N)    081 18 38.     (W)     SCALED    
 AJ4721* NAVD 88     -         2.806  (meters)       9.21   (feet)  ADJUSTED  
 AJ4721  ___________________________________________________________________
 AJ4721  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AJ4721  DYNAMIC HT  -           2.802 (meters)       9.19  (feet)  COMP
 AJ4721  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 AJ4721
 AJ4721  VERT ORDER  -  SECOND    CLASS I
 AJ4721
 AJ4721.The horizontal coordinates were scaled from a topographic map and have
 AJ4721.an estimated accuracy of +/- 6 seconds.
 AJ4721
 AJ4721.The orthometric height was determined by differential leveling
 AJ4721.and adjusted by the National Geodetic Survey in April 2002..
 AJ4721
 AJ4721.The geoid height was determined by GEOID03.
 AJ4721
 AJ4721.The dynamic height is computed by dividing the NAVD 88
 AJ4721.geopotential number by the normal gravity value computed on the
 AJ4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4721.degrees latitude (g = 980.6199 gals.).
 AJ4721
 AJ4721.The modeled gravity was interpolated from observed gravity values.
 AJ4721
 AJ4721;                    North         East    Units  Estimated Accuracy
 AJ4721;SPC FL E     -   616,050.      170,010.      MT  (+/- 180 meters Scaled)
 AJ4721
 AJ4721                          SUPERSEDED SURVEY CONTROL
 AJ4721
 AJ4721.No superseded survey control is available for this station.
 AJ4721
 AJ4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP700069(NAD 83)
 AJ4721_MARKER: DB = BENCH MARK DISK
 AJ4721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4721_SP_SET: SEAWALL
 AJ4721_STAMPING: AFO
 AJ4721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4721+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 AJ4721
 AJ4721  HISTORY     - Date     Condition        Report By
 AJ4721  HISTORY     - UNK      MONUMENTED       CGS
 AJ4721  HISTORY     - 1987     GOOD             FLDNR
 AJ4721  HISTORY     - 20060718 GOOD             USPSQD
 AJ4721
 AJ4721                          STATION DESCRIPTION
 AJ4721
 AJ4721'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4721'THE MARK IS LOCATED ON TOP OF THE SOUTHEAST CANTONMENT (SEAWALL) FOR
 AJ4721'CASTILLO DE SAN MARCOS NATIONAL MONUMENT IN ST. AUGUSTINE. THE MARK
 AJ4721'BEARS 45.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AJ4721'CANTONMENT (SEAWALL), 4.5 FEET SOUTH-SOUTHEAST OF THE NORTH EDGE, 7.8
 AJ4721'FEET NORTH-NORTHWEST OF THE SOUTH EDGE, AND 61.8 FEET NORTHEAST OF A
 AJ4721'CHISELED X DESIGNATED AS MARION.  THIS MARK HAS BEEN ADDED TO FLORIDA
 AJ4721'TIDE STATION 872 0576 AS A TIDE MARK.
 AJ4721
 AJ4721                          STATION RECOVERY (2006)
 AJ4721
 AJ4721'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ4721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8972 ***********************************************************************
 DG8972  DESIGNATION -  AFP LEM 03
 DG8972  PID         -  DG8972
 DG8972  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8972  USGS QUAD   -  LITHIA (1987)
 DG8972
 DG8972                         *CURRENT SURVEY CONTROL
 DG8972  ___________________________________________________________________
 DG8972* NAD 83(1999)-  27 52 14.82234(N)    082 08 10.20463(W)     ADJUSTED  
 DG8972* NAVD 88     -        16.1    (meters)      53.     (feet)  GPS OBS   
 DG8972  ___________________________________________________________________
 DG8972  X           -     771,991.754 (meters)                     COMP
 DG8972  Y           -  -5,589,359.034 (meters)                     COMP
 DG8972  Z           -   2,963,850.073 (meters)                     COMP
 DG8972  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DG8972  ELLIP HEIGHT-          -9.10  (meters)          (12/06/04) GPS OBS
 DG8972  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DG8972
 DG8972  HORZ ORDER  -  FIRST
 DG8972  ELLP ORDER  -  FOURTH    CLASS I
 DG8972
 DG8972.The horizontal coordinates were established by GPS observations
 DG8972.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8972
 DG8972.The orthometric height was determined by GPS observations and a
 DG8972.high-resolution geoid model.
 DG8972
 DG8972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8972
 DG8972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8972
 DG8972.The ellipsoidal height was determined by GPS observations
 DG8972.and is referenced to NAD 83.
 DG8972
 DG8972.The geoid height was determined by GEOID03.
 DG8972
 DG8972;                    North         East     Units Scale Factor Converg.
 DG8972;SPC FL W     -   391,897.763   186,591.105   MT  0.99994339   -0 03 49.2
 DG8972;SPC FL W     - 1,285,751.24    612,174.32   sFT  0.99994339   -0 03 49.2
 DG8972;UTM  17      - 3,083,407.047   388,151.971   MT  0.99975441   -0 31 52.3
 DG8972
 DG8972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8972!SPC FL W     -   1.00000143  x   0.99994339  =   0.99994482
 DG8972!UTM  17      -   1.00000143  x   0.99975441  =   0.99975584
 DG8972
 DG8972                          SUPERSEDED SURVEY CONTROL
 DG8972
 DG8972.No superseded survey control is available for this station.
 DG8972
 DG8972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8815283407(NAD 83)
 DG8972_MARKER: DD = SURVEY DISK
 DG8972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8972_STAMPING: AFP LEM 3 2000
 DG8972_MARK LOGO: FL-057
 DG8972_PROJECTION: RECESSED 18 CENTIMETERS
 DG8972_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8972+STABILITY: SURFACE MOTION
 DG8972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8972+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2001
 DG8972
 DG8972  HISTORY     - Date     Condition        Report By
 DG8972  HISTORY     - 20010307 MONUMENTED       FL-057
 DG8972
 DG8972                          STATION DESCRIPTION
 DG8972
 DG8972'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8972'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA ABOUT 20.0
 DG8972'MILES SOUTH EAST OF THE CITY OF TAMPA, 10.0  MILES  SOUTH EAST OF
 DG8972'BRANDON, IN SECTION 18  TOWNESHIP 30  SOUTH,  RANGE  22  EAST.
 DG8972'OWNERSHIP--HILLSBOROUGH COUNTY. TO REACH THE STATION FROM THE
 DG8972'INTERSECTION OF LITHIA PINECREST  RD. AND C.R. 39, PROCEED NORTH ON
 DG8972'C.R.39 FOR 1.7 MILES TO THE  PINECREST SPORTS COMPLEX ON THE RIGHT
 DG8972'(EASTERLY) SIDE OF C.R. 39. STATION IS IN THE PINECREST SPORTS COMPLEX
 DG8972'BASEBALL FIELDS. STATION IS A 24 INCH ROUND CONCRETE MONUMENT.
 DG8972'RECESSED 7 INCHES  BELOW THE GROUND.
 DG8972' 
 DG8972'114.6 FT SOUTH-SOUTHEAST OF A NAIL  AND HILLS COUNTY DISK IN THE
 DG8972'SOUTH EDGE OF PAVEMENT (NORTHBOUND) OF C.R. 39 7.6 FT SOUTH OF  A
 DG8972'METAL WITNESS  POST, HILLSBOROUGH COUNTY SIGN  AND 6.0 FT CHAIN LINK
 DG8972'FENCE. 10.9 FT EAST OF A 6.0 FT CHAIN LINK FENCE FOR BASEBALL FIELD.
 DG8972'52.9 FT NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE  RESTROOMS.
 DG8972'43.6 FT NORTHWEST OF A FLAG POLE. 39.6 FT WEST OF THE WEST EDGE OF A
 DG8972'5.0 FT CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3748 ***********************************************************************
 AC3748  DESIGNATION -  AGASSIZ
 AC3748  PID         -  AC3748
 AC3748  STATE/COUNTY-  FL/MIAMI-DADE
 AC3748  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3748
 AC3748                         *CURRENT SURVEY CONTROL
 AC3748  ___________________________________________________________________
 AC3748* NAD 83(1990)-  25 43 56.28050(N)    080 09 44.51094(W)     ADJUSTED  
 AC3748* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 AC3748  ___________________________________________________________________
 AC3748  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 AC3748  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AC3748
 AC3748  HORZ ORDER  -  THIRD
 AC3748
 AC3748.The horizontal coordinates were established by classical geodetic methods
 AC3748.and adjusted by the National Geodetic Survey in May 1991..
 AC3748
 AC3748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3748
 AC3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3748
 AC3748.The geoid height was determined by GEOID03.
 AC3748
 AC3748;                    North         East     Units Scale Factor Converg.
 AC3748;SPC FL E     -   155,225.961   284,048.278   MT  1.00002837   +0 21 49.3
 AC3748;SPC FL E     -   509,270.51    931,915.06   sFT  1.00002837   +0 21 49.3
 AC3748;UTM  17      - 2,846,304.981   584,019.601   MT  0.99968717   +0 21 49.3
 AC3748
 AC3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3748!SPC FL E     -   1.00000282  x   1.00002837  =   1.00003119
 AC3748!UTM  17      -   1.00000282  x   0.99968717  =   0.99968999
 AC3748
 AC3748|---------------------------------------------------------------------|
 AC3748| PID    Reference Object                     Distance      Geod. Az  |
 AC3748|                                                           dddmmss.s |
 AC3748| AC3750 AGASSIZ 1970 A PT                     8.116 METERS 02209     |
 AC3748| AC3749 MIAMI HIFIX ANTENNA                   5.111 METERS 03003     |
 AC3748| CV7471 AGASSIZ RM 1                          4.763 METERS 07152     |
 AC3748| AC3759 AGASSIZ 1970 AZ MK                  APPROX. 0.7 KM 1270852.3 |
 AC3748| AC3467 MIAMI COURTHOUSE TOWER              APPROX. 5.7 KM 3245702.3 |
 AC3748| AC3621 MIAMI SE FIRST NAT BANK R MAST      APPROX. 5.3 KM 3305042.4 |
 AC3748| CV7472 AGASSIZ RM 2                          6.228 METERS 35629     |
 AC3748|---------------------------------------------------------------------|
 AC3748
 AC3748                          SUPERSEDED SURVEY CONTROL
 AC3748
 AC3748  NAD 83(1986)-  25 43 56.28395(N)    080 09 44.51263(W) AD(       ) 3
 AC3748  NAD 27      -  25 43 54.92189(N)    080 09 45.34173(W) AD(       ) 3
 AC3748  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG       
 AC3748
 AC3748.Superseded values are not recommended for survey control.
 AC3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3748.See file dsdata.txt to determine how the superseded data were derived.
 AC3748
 AC3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8402046305(NAD 83)
 AC3748_MARKER: DS = TRIANGULATION STATION DISK
 AC3748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3748
 AC3748  HISTORY     - Date     Condition        Report By
 AC3748  HISTORY     - 1970     MONUMENTED       NGS
 AC3748  HISTORY     - 1978     GOOD             NGS
 AC3748  HISTORY     - 1980     GOOD             NOS
 AC3748  HISTORY     - 1981     GOOD             NOS
 AC3748
 AC3748                          STATION DESCRIPTION
 AC3748
 AC3748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH)
 AC3748'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF THE DADE COUNTY
 AC3748'COURTHOUSE IN MIAMI AND 2-3/4 MILES SOUTH OF THE SOUTH END OF MIAMI
 AC3748'BEACH, ON TOP OF THE AGASSIZ BUILDING AT THE INTERNATIONAL
 AC3748'OCEANOGRAPHIC FOUNDATION.
 AC3748'
 AC3748'TO REACH FROM THE TOLL GATE AT THE EAST END OF THE RICKENBACKER
 AC3748'CAUSEWAY IN SOUTHEAST MIAMI, GO EAST AND SOUTHEAST ON THE
 AC3748'RICKENBACKER CAUSEWAY FOR 2.9 MILES TO DRIVEWAY ON RIGHT AT THE
 AC3748'EAST END OF PARKING LOT AT THE INTERNATIONAL OCEANOGRAPHIC
 AC3748'FOUNDATION, TURN RIGHT ON DRIVEWAY AND GO 0.05 MILE TO GATE, TURN
 AC3748'LEFT AND GO ALONG THE NORTH SIDE OF PARKING LOT TO THE AGASSIZ
 AC3748'BUILDING AND STATION ON TOP OF BUILDING AS DESCRIBED.
 AC3748'
 AC3748'STATION MARK, A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 AC3748'AGASSIZ 1970, IS SET IN THE TOP OF 12 INCH SQUARE CONCRETE BLOCK
 AC3748'WHICH PROJECTS 6 INCHES AND ATTACHED TO THE ASPHALT ROOF OF
 AC3748'BUILDING.  THE MARK IS 39 FEET SOUTH OF THE NORTHWEST CORNER OF
 AC3748'ROOF, 36.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF ROOF, 10.8
 AC3748'FEET EAST OF THE NORTHWEST CORNER OF ELEVATOR SHAFT AND 4.5 FEET
 AC3748'NORTH OF THE NORTHEAST CORNER OF ELEVATOR SHAFT.
 AC3748'
 AC3748'REFERENCE MARK 1, A STANDARD DISK STAMPED AGASSIZ NO 1 1970, IS
 AC3748'SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST WALL OF
 AC3748'BUILDING.  THE MARK IS 21.8 FEET SOUTHWEST OF THE NORTHEAST CORNER
 AC3748'OF ROOF AND 18.8 FEET EAST OF THE NORTHEAST CORNER OF ELEVATOR
 AC3748'SHAFT.
 AC3748'
 AC3748'REFERENCE MARK 2, A STANDARD DISK STAMPED AGASSIZ NO 2 1970, IS
 AC3748'SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST WALL OF
 AC3748'BUILDING.  THE MARK IS 22.0 FEET SOUTHWEST OF THE NORTHWEST CORNER
 AC3748'OF ROOF AND 18.5 FEET NORTH OF THE NORTHWEST CORNER OF ELEVATOR
 AC3748'SHAFT.
 AC3748'
 AC3748'AZIMUTH MARK, A STANDARD DISK STAMPED AGASSIZ 1970, IS SET IN A
 AC3748'DRILL HOLE IN THE SOUTH CONCRETE SEA WALL ALONG THE RICKENBACKER
 AC3748'CAUSEWAY.  THE MARK IS 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AC3748'OF BRIDGE, 34 FEET SOUTHWEST OF THE CENTER OF THE RICKENBACKER
 AC3748'CAUSEWAY, 22 FEET NORTHEAST OF THE SOUTHEAST EDGE OF SEA WALL AND
 AC3748'2 FEET SOUTHWEST OF A GUARD RAIL.
 AC3748'
 AC3748'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE
 AC3748'RICKENBACKER CAUSEWAY FOR 0.5 MILE TO MARK ON RIGHT JUST AFTER
 AC3748'CROSSING A BRIDGE.
 AC3748
 AC3748                          STATION RECOVERY (1978)
 AC3748
 AC3748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CWF)
 AC3748'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AC3748'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT LOOKED FOR.
 AC3748'
 AC3748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN LOCATED ON
 AC3748'VIRGINIA KEY.
 AC3748
 AC3748                          STATION RECOVERY (1980)
 AC3748
 AC3748'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AC3748'THE STATION WAS RECOVERED AS DESCRIBED.  THE UNIVERSITY OF MIAMI
 AC3748'HAS PLANS TO DESTROY THE BUILDING WHOSE ROOF SUPPORTS THIS
 AC3748'STATION WITHIN THE NEXT TWO YEARS.  THE AZIMUTH MARK WAS
 AC3748'POSITIONED USING THE PUBLISHED AZIMUTH.
 AC3748'
 AC3748'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.86 METERS.
 AC3748
 AC3748                          STATION RECOVERY (1981)
 AC3748
 AC3748'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AC3748'THE STATION WAS RECOVERED AS DESCRIBED.  THE UNIVERSITY OF MIAMI
 AC3748'HAS PLANS TO DESTROY THE BUILDING WHOSE ROOF SUPPORTS THIS
 AC3748'STATION WITHIN ONE YEAR.
 AC3748'
 AC3748'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3750 ***********************************************************************
 AC3750  DESIGNATION -  AGASSIZ 1970 A PT
 AC3750  PID         -  AC3750
 AC3750  STATE/COUNTY-  FL/MIAMI-DADE
 AC3750  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3750
 AC3750                         *CURRENT SURVEY CONTROL
 AC3750  ___________________________________________________________________
 AC3750* NAD 83(1990)-  25 43 56.52479(N)    080 09 44.40117(W)     ADJUSTED  
 AC3750* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AC3750  ___________________________________________________________________
 AC3750  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 AC3750  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AC3750
 AC3750  HORZ ORDER  -  THIRD
 AC3750
 AC3750.The horizontal coordinates were established by classical geodetic methods
 AC3750.and adjusted by the National Geodetic Survey in May 1991..
 AC3750
 AC3750.The orthometric height was scaled from a topographic map.
 AC3750
 AC3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3750
 AC3750.The geoid height was determined by GEOID03.
 AC3750
 AC3750;                    North         East     Units Scale Factor Converg.
 AC3750;SPC FL E     -   155,233.499   284,051.290   MT  1.00002838   +0 21 49.4
 AC3750;SPC FL E     -   509,295.24    931,924.94   sFT  1.00002838   +0 21 49.4
 AC3750;UTM  17      - 2,846,312.515   584,022.612   MT  0.99968717   +0 21 49.4
 AC3750
 AC3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3750!SPC FL E     -   1.00000348  x   1.00002838  =   1.00003186
 AC3750!UTM  17      -   1.00000348  x   0.99968717  =   0.99969065
 AC3750
 AC3750|---------------------------------------------------------------------|
 AC3750| PID    Reference Object                     Distance      Geod. Az  |
 AC3750|                                                           dddmmss.s |
 AC3750| AC3748 AGASSIZ                               8.116 METERS 20209     |
 AC3750| AC3611 CONGRESS                            APPROX. 5.5 KM 3294639.8 |
 AC3750|---------------------------------------------------------------------|
 AC3750
 AC3750                          SUPERSEDED SURVEY CONTROL
 AC3750
 AC3750  NAD 83(1986)-  25 43 56.52821(N)    080 09 44.40288(W) AD(       ) 3
 AC3750  NAD 27      -  25 43 55.16598(N)    080 09 45.23205(W) AD(       ) 3
 AC3750
 AC3750.Superseded values are not recommended for survey control.
 AC3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3750.See file dsdata.txt to determine how the superseded data were derived.
 AC3750
 AC3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8402346313(NAD 83)
 AC3750_MARKER: Z = SEE DESCRIPTION
 AC3750_SETTING: 0 = UNSPECIFIED SETTING
 AC3750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3750
 AC3750  HISTORY     - Date     Condition        Report By
 AC3750  HISTORY     - 1970     MONUMENTED       NGS
 AC3750
 AC3750                          STATION DESCRIPTION
 AC3750
 AC3750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC3750'SEE STATION AGASSIZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3759 ***********************************************************************
 AC3759  DESIGNATION -  AGASSIZ 1970 AZ MK
 AC3759  PID         -  AC3759
 AC3759  STATE/COUNTY-  FL/MIAMI-DADE
 AC3759  USGS QUAD   -  KEY BISCAYNE (1994)
 AC3759
 AC3759                         *CURRENT SURVEY CONTROL
 AC3759  ___________________________________________________________________
 AC3759* NAD 83(1990)-  25 43 41.69836(N)    080 09 23.26204(W)     ADJUSTED  
 AC3759* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AC3759  ___________________________________________________________________
 AC3759  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 AC3759  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3759
 AC3759  HORZ ORDER  -  THIRD
 AC3759
 AC3759.The horizontal coordinates were established by classical geodetic methods
 AC3759.and adjusted by the National Geodetic Survey in May 1991..
 AC3759
 AC3759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3759
 AC3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3759
 AC3759.The geoid height was determined by GEOID03.
 AC3759
 AC3759;                    North         East     Units Scale Factor Converg.
 AC3759;SPC FL E     -   154,780.990   284,643.426   MT  1.00002961   +0 21 58.3
 AC3759;SPC FL E     -   507,810.63    933,867.64   sFT  1.00002961   +0 21 58.3
 AC3759;UTM  17      - 2,845,860.161   584,614.546   MT  0.99968840   +0 21 58.3
 AC3759
 AC3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3759!SPC FL E     -   1.00000358  x   1.00002961  =   1.00003319
 AC3759!UTM  17      -   1.00000358  x   0.99968840  =   0.99969198
 AC3759
 AC3759|---------------------------------------------------------------------|
 AC3759| PID    Reference Object                     Distance      Geod. Az  |
 AC3759|                                                           dddmmss.s |
 AC3759| AC3762 CRANDON MARINA CHANNEL LT 14        370.074 METERS 23638     |
 AC3759| AC3795 CRANDON PARK MARINA DBN 13          310.584 METERS 23852     |
 AC3759| AC3748 AGASSIZ                             APPROX. 0.7 KM 3070901.5 |
 AC3759|---------------------------------------------------------------------|
 AC3759
 AC3759                          SUPERSEDED SURVEY CONTROL
 AC3759
 AC3759  NAD 83(1986)-  25 43 41.70187(N)    080 09 23.26366(W) AD(       ) 3
 AC3759  NAD 27      -  25 43 40.33894(N)    080 09 24.09282(W) AD(       ) 3
 AC3759  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AC3759
 AC3759.Superseded values are not recommended for survey control.
 AC3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3759.See file dsdata.txt to determine how the superseded data were derived.
 AC3759
 AC3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8461545860(NAD 83)
 AC3759_MARKER: DE = TRAVERSE STATION DISK
 AC3759_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3759+WITH SETTING: PAVEMENT
 AC3759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3759+STABILITY: SURFACE MOTION
 AC3759
 AC3759  HISTORY     - Date     Condition        Report By
 AC3759  HISTORY     - 1980     MONUMENTED       NOS
 AC3759  HISTORY     - 1981     GOOD             NOS
 AC3759
 AC3759                          STATION DESCRIPTION
 AC3759
 AC3759'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AC3759'THE STATION IS LOCATED ON KEY BISCAYNE, FLORIDA NEAR THE WESTERLY
 AC3759'SIDE OF THE KEY BISCAYNE-VIRGINIA KEY BRIDGE ON THE KEY BISCAYNE
 AC3759'SIDE OF THE BRIDGE.
 AC3759'
 AC3759'TO REACH THE STATION FROM THE TOLL BOOTH HEADING EAST ON THE
 AC3759'RICKENBACKER CAUSEWAY PROCEED EAST AND SOUTHEAST OVER VIRGINIA
 AC3759'KEY TO THE SOUTHEAST END OF THE BRIDGE SEPERATING KEY BISCAYNE
 AC3759'FROM VIRGINIA KEY AND THE AREA OF THE STATION ON THE RIGHT.
 AC3759'
 AC3759'THE STATION IS A STANDARD CGS DISK
 AC3759'STAMPED---AGASSIZ 1970 AZ MK---,
 AC3759'SET INTO A DRILL HOLE ON THE SOUTH SEAWALL ALONG THE BRIDGE
 AC3759'ABUTMENT.
 AC3759'IT IS LOCATED
 AC3759'17.7 METERS (58 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 AC3759'BRIDGE,
 AC3759'6.7 METERS (22 FT) NORTHEAST FROM THE SOUTHWEST SIDE OF THE
 AC3759'SEAWALL, AND
 AC3759'0.6 METER (2 FT) SOUTHWEST FROM A STEEL GUARD RAIL.
 AC3759'
 AC3759'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.60 METERS.
 AC3759
 AC3759                          STATION RECOVERY (1981)
 AC3759
 AC3759'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AC3759'THE STATION WAS RECOVERED AS DESCRIBED IN 1980 DESCRIPTION.
 AC3759'
 AC3759'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1371 ***********************************************************************
 AK1371  DESIGNATION -  AGS O/S
 AK1371  PID         -  AK1371
 AK1371  STATE/COUNTY-  FL/BREVARD
 AK1371  USGS QUAD   -  FALSE CAPE (1984)
 AK1371
 AK1371                         *CURRENT SURVEY CONTROL
 AK1371  ___________________________________________________________________
 AK1371* NAD 83(1986)-  28 30 33.     (N)    080 34 11.     (W)     SCALED    
 AK1371* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AK1371  ___________________________________________________________________
 AK1371  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK1371
 AK1371  VERT ORDER  -  ? (See Below)
 AK1371
 AK1371.The horizontal coordinates were scaled from a topographic map and have
 AK1371.an estimated accuracy of +/- 6 seconds.
 AK1371
 AK1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1371.The vertical order pertains to the NGVD 29 superseded value.
 AK1371
 AK1371.The geoid height was determined by GEOID03.
 AK1371
 AK1371;                    North         East    Units  Estimated Accuracy
 AK1371;SPC FL E     -   462,710.      242,120.      MT  (+/- 180 meters Scaled)
 AK1371
 AK1371                          SUPERSEDED SURVEY CONTROL
 AK1371
 AK1371  NGVD 29 (??/??/92)    2.374  (m)            7.79   (f) ADJ UNCH    ?  
 AK1371
 AK1371.Superseded values are not recommended for survey control.
 AK1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1371.See file dsdata.txt to determine how the superseded data were derived.
 AK1371
 AK1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM421536(NAD 83)
 AK1371_MARKER: DB = BENCH MARK DISK
 AK1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1371_STAMPING: AGS O/S 1959 P.A.A.
 AK1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1371+STABILITY: SURFACE MOTION
 AK1371
 AK1371  HISTORY     - Date     Condition        Report By
 AK1371  HISTORY     - 1959     MONUMENTED       CGS
 AK1371
 AK1371                          STATION DESCRIPTION
 AK1371
 AK1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK1371'AT CAPE CANAVERAL.
 AK1371'1.7 MILES NORTH ON THE MAIN ROAD LEADING TO THE NORTH GATE FROM
 AK1371'THE CENTRAL CONTROL BUILDING.  88 FEET EAST OF THE APPROXIMATE
 AK1371'CENTER OF THE ROAD.  THE MARK IS A 6 X 6 INCH CONCRETE POST
 AK1371'WHICH IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1132 ***********************************************************************
 AA1132  DESIGNATION -  AGUA 1934
 AA1132  PID         -  AA1132
 AA1132  STATE/COUNTY-  FL/MONROE
 AA1132  USGS QUAD   -  BAY KEYS (1972)
 AA1132
 AA1132                         *CURRENT SURVEY CONTROL
 AA1132  ___________________________________________________________________
 AA1132* NAD 83(1990)-  24 37 47.33210(N)    081 45 03.57050(W)     ADJUSTED  
 AA1132* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AA1132  ___________________________________________________________________
 AA1132  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA1132  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AA1132
 AA1132  HORZ ORDER  -  THIRD
 AA1132
 AA1132.The horizontal coordinates were established by classical geodetic methods
 AA1132.and adjusted by the National Geodetic Survey in May 1991..
 AA1132
 AA1132.The orthometric height was scaled from a topographic map.
 AA1132
 AA1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1132
 AA1132.The geoid height was determined by GEOID03.
 AA1132
 AA1132;                    North         East     Units Scale Factor Converg.
 AA1132;SPC FL E     -    33,045.549   123,964.782   MT  1.00001255   -0 18 46.8
 AA1132;SPC FL E     -   108,416.94    406,707.79   sFT  1.00001255   -0 18 46.8
 AA1132;UTM  17      - 2,724,166.255   423,990.725   MT  0.99967135   -0 18 46.8
 AA1132
 AA1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1132!SPC FL E     -   1.00000299  x   1.00001255  =   1.00001554
 AA1132!UTM  17      -   1.00000299  x   0.99967135  =   0.99967434
 AA1132
 AA1132                          SUPERSEDED SURVEY CONTROL
 AA1132
 AA1132  NAD 83(1986)-  24 37 47.33886(N)    081 45 03.55915(W) AD(       ) 3
 AA1132  NAD 27      -  24 37 45.82141(N)    081 45 04.23202(W) AD(       ) 3
 AA1132
 AA1132.Superseded values are not recommended for survey control.
 AA1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1132.See file dsdata.txt to determine how the superseded data were derived.
 AA1132
 AA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2399124166(NAD 83)
 AA1132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA1132_SETTING: 0 = UNSPECIFIED SETTING
 AA1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1132
 AA1132  HISTORY     - Date     Condition        Report By
 AA1132  HISTORY     - 1934     MONUMENTED       CGS
 AA1132
 AA1132                          STATION DESCRIPTION
 AA1132
 AA1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WHB)
 AA1132'THE STATION IS ABOUT 6 MILES NE OF KEY WEST LIGHTHOUSE, ON THE
 AA1132'NNE SIDE OF THE MOST SOUTHWESTERN KEY OF THE CAYO AGUA GROUP,
 AA1132'20 DEG W OF S OF THE MOST NORTHERLY POINT OF THE TWO LARGE KEYS
 AA1132'OF THE GROUP, 24 METERS INSHORE FROM THE EDGE OF THE MANGROVES AND
 AA1132'APPROXIMATELY 150 METERS N OF THE SOUTHERN POINT OF THE KEY.
 AA1132'
 AA1132'MARK IS A HYDROGRAPHIC STATION MARK STAMPED AGUA 1934 SET IN A
 AA1132'CONCRETE POST ON A PILE.
 AA1132'
 AA1132'THE ENTIRE KEY IS DENSE MANGROVE SWAMP, ONE FOOT UNDER WATER
 AA1132'AT HIGH TIDE.
 AA1132'
 AA1132'A 15-METER POLE SIGNAL WITH TARGET WAS ERECTED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6409 ***********************************************************************
 AD6409  DESIGNATION -  AH 19 FLGS 1934
 AD6409  PID         -  AD6409
 AD6409  STATE/COUNTY-  FL/PALM BEACH
 AD6409  USGS QUAD   -  JUPITER (1983)
 AD6409
 AD6409                         *CURRENT SURVEY CONTROL
 AD6409  ___________________________________________________________________
 AD6409* NAD 83(1990)-  26 54 23.33743(N)    080 04 17.31351(W)     ADJUSTED  
 AD6409* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 AD6409  ___________________________________________________________________
 AD6409  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 AD6409  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AD6409
 AD6409  HORZ ORDER  -  SECOND
 AD6409
 AD6409.The horizontal coordinates were established by classical geodetic methods
 AD6409.and adjusted by the National Geodetic Survey in May 1991..
 AD6409
 AD6409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6409
 AD6409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6409
 AD6409.The geoid height was determined by GEOID03.
 AD6409
 AD6409;                    North         East     Units Scale Factor Converg.
 AD6409;SPC FL E     -   285,380.901   292,233.639   MT  1.00004616   +0 25 12.8
 AD6409;SPC FL E     -   936,287.17    958,769.86   sFT  1.00004616   +0 25 12.8
 AD6409;UTM  17      - 2,976,415.512   592,202.169   MT  0.99970495   +0 25 12.8
 AD6409
 AD6409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6409!SPC FL E     -   1.00000159  x   1.00004616  =   1.00004775
 AD6409!UTM  17      -   1.00000159  x   0.99970495  =   0.99970654
 AD6409
 AD6409                          SUPERSEDED SURVEY CONTROL
 AD6409
 AD6409  NAD 83(1986)-  26 54 23.34219(N)    080 04 17.32243(W) AD(       ) 2
 AD6409  NAD 27      -  26 54 22.13265(N)    080 04 18.17205(W) AD(       ) 2
 AD6409  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 AD6409
 AD6409.Superseded values are not recommended for survey control.
 AD6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6409.See file dsdata.txt to determine how the superseded data were derived.
 AD6409
 AD6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9220276416(NAD 83)
 AD6409_MARKER: DD = SURVEY DISK
 AD6409_SETTING: 0 = UNSPECIFIED SETTING
 AD6409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6409
 AD6409  HISTORY     - Date     Condition        Report By
 AD6409  HISTORY     - 1934     MONUMENTED       FLGS
 AD6409  HISTORY     - 1970     GOOD             NGS
 AD6409  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AD6409  HISTORY     - 20020103 MARK NOT FOUND   USPSQD
 AD6409  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD6409  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6409
 AD6409                          STATION DESCRIPTION
 AD6409
 AD6409'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AD6409'STATION IS LOCATED ON TOP OF A HIGH RIDGE 3150 FEET W OF THE
 AD6409'FEDERAL HIGHWAY FROM A POINT 2-1/2 MILES S OF JUPITER BEACH
 AD6409'ROAD.  IT IS ABOUT 2000 FEET S OF A HIGH TENSION LINE RUNNING
 AD6409'FROM THE FEDERAL HIGHWAY TO THE OLD DIXIE HIGHWAY.
 AD6409'
 AD6409'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AD6409'MONUMENT.
 AD6409
 AD6409                          STATION RECOVERY (1970)
 AD6409
 AD6409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH)
 AD6409'STATION WAS NOT OCCUPIED.  GEODIMETER TRAVERSE ONLY.
 AD6409'
 AD6409'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DISK WAS FOUND
 AD6409'UNSTAMPED.  AH 19 1934 WAS STAMPED ON THE DISK AT THIS TIME.  A
 AD6409'COMPLETE NEW DESCRIPTION FOLLOWS.
 AD6409'
 AD6409'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF JUPITER INLET COLONY
 AD6409'AND 2 MILES NORTH OF JUNO BEACH ON A HIGH WOODED RIDGE ABOUT 1/4
 AD6409'MILE WEST OF U.S. HIGHWAY 1.
 AD6409'
 AD6409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND
 AD6409'A1A AT THE NORTH END OF THE BRIDGE OVER JUPITER INLET, GO SOUTH
 AD6409'ON U.S. HIGHWAY 1 FOR 3.3 MILES TO TRIANGULATION STATION PANOS ON
 AD6409'THE RIGHT.  FROM THIS POINT PACK WESTERLY FOR 1/4 MILE TO THE
 AD6409'STATION ON THE TOP OF THE SECOND AND THE HIGHEST HILL.
 AD6409'
 AD6409'THE STATION MARK IS A U.S.C. AND G.S. AND FLORIDA STATE SURVEY DISK
 AD6409'STAMPED AH 19 1934, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AD6409'1-INCH ABOVE THE GROUND.
 AD6409'
 AD6409'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 AD6409'STATION PANOS, DISTANCE BEING 405.549 METERS WEST OF STATION PANOS.
 AD6409'
 AD6409'THE ELEVATION WAS ESTABLISHED BY VERTICAL ANGLES, ELEVATION BEING
 AD6409'17.6 METERS.
 AD6409'
 AD6409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AD6409'2 MILES NORTH OF JUNO BEACH.
 AD6409
 AD6409                          STATION RECOVERY (1994)
 AD6409
 AD6409'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6409'MARK NOT FOUND.
 AD6409
 AD6409                          STATION RECOVERY (2002)
 AD6409
 AD6409'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6409'AREA HAS BEEN CONVERTED TO NEW HOUSING DEVELOPMENT.
 AD6409
 AD6409                          STATION RECOVERY (2003)
 AD6409
 AD6409'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6409'MARK NOT FOUND.
 AD6409
 AD6409                          STATION RECOVERY (2004)
 AD6409
 AD6409'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2669 ***********************************************************************
 AE2669  DESIGNATION -  AH01
 AE2669  PID         -  AE2669
 AE2669  STATE/COUNTY-  FL/CITRUS
 AE2669  USGS QUAD   -  LECANTO (1988)
 AE2669
 AE2669                         *CURRENT SURVEY CONTROL
 AE2669  ___________________________________________________________________
 AE2669* NAD 83(1999)-  28 45 51.05714(N)    082 29 58.19022(W)     ADJUSTED  
 AE2669* NAVD 88     -        32.2    (meters)     106.     (feet)  GPS OBS   
 AE2669  ___________________________________________________________________
 AE2669  X           -     730,403.666 (meters)                     COMP
 AE2669  Y           -  -5,547,590.520 (meters)                     COMP
 AE2669  Z           -   3,051,018.144 (meters)                     COMP
 AE2669  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AE2669  ELLIP HEIGHT-           5.19  (meters)          (05/31/01) GPS OBS
 AE2669  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AE2669
 AE2669  HORZ ORDER  -  FIRST
 AE2669  ELLP ORDER  -  FOURTH    CLASS I
 AE2669
 AE2669.The horizontal coordinates were established by GPS observations
 AE2669.and adjusted by the National Geodetic Survey in May 2001..
 AE2669
 AE2669.The orthometric height was determined by GPS observations and a
 AE2669.high-resolution geoid model.
 AE2669
 AE2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2669
 AE2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2669
 AE2669.The ellipsoidal height was determined by GPS observations
 AE2669.and is referenced to NAD 83.
 AE2669
 AE2669.The geoid height was determined by GEOID03.
 AE2669
 AE2669;                    North         East     Units Scale Factor Converg.
 AE2669;SPC FL W     -   490,997.346   151,222.009   MT  0.99997053   -0 14 25.3
 AE2669;SPC FL W     - 1,610,880.46    496,134.21   sFT  0.99997053   -0 14 25.3
 AE2669;UTM  17      - 3,182,781.453   353,609.771   MT  0.99986447   -0 43 18.1
 AE2669
 AE2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2669!SPC FL W     -   0.99999918  x   0.99997053  =   0.99996971
 AE2669!UTM  17      -   0.99999918  x   0.99986447  =   0.99986365
 AE2669
 AE2669                          SUPERSEDED SURVEY CONTROL
 AE2669
 AE2669  NAD 83(1990)-  28 45 51.05551(N)    082 29 58.18978(W) AD(       ) 1
 AE2669  ELLIP H (08/18/97)    5.12   (m)                       GP(       ) 4 1
 AE2669
 AE2669.Superseded values are not recommended for survey control.
 AE2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2669.See file dsdata.txt to determine how the superseded data were derived.
 AE2669
 AE2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5361082781(NAD 83)
 AE2669_MARKER: DD = SURVEY DISK
 AE2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2669_STAMPING: AH01
 AE2669_MARK LOGO: DCJOHN
 AE2669_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2669+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 AE2669
 AE2669  HISTORY     - Date     Condition        Report By
 AE2669  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2669  HISTORY     - 19990414 GOOD             USPSQD
 AE2669  HISTORY     - 19991122 GOOD             DCJOHN
 AE2669  HISTORY     - 20040609 GOOD             USPSQD
 AE2669
 AE2669                          STATION DESCRIPTION
 AE2669
 AE2669'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2669'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) SOUTHEAST OF
 AE2669'CRYSTAL RIVER, 11.3 MI (18.2 KM) SOUTHWEST OF INVERNESS, AND 15.9 MI
 AE2669'(25.6 KM) NORTH-NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM
 AE2669'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700) AND
 AE2669'US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED NORTH ON US
 AE2669'HIGHWAY 19 FOR 2.8 MI (4.5 KM) TO AN INTERSECTION WITH CARDINAL
 AE2669'STREET.  PROCEED EAST ON CARDINAL STREET FOR 3.25 MI (5.23 KM) TO THE
 AE2669'STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN
 AE2669'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AE2669'THE STATION IS AT THE TOP OF AN EMBANKMENT IN THE NORTHEAST QUADRANT
 AE2669'OF THE INTERSECTION OF CARDINAL STREET AND HILLTOP ROAD.  THE STATION
 AE2669'IS 4.0 FT (1.2 M) EAST AND 1.5 FT (0.5 M) SOUTH OF A BARBED WIRE FENCE
 AE2669'CORNER, 28.0 FT (8.5 M) EAST OF THE CENTERLINE OF HILLTOP ROAD, 53.0
 AE2669'FT (16.2 M) NORTH OF THE CENTERLINE OF CARDINAL STREET, AND 3.4 FT
 AE2669'(1.0 M) EAST OF A CARSONITE WITNESS POST.
 AE2669
 AE2669                          STATION RECOVERY (1999)
 AE2669
 AE2669'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2669'RECOVERED IN GOOD CONDITION.
 AE2669
 AE2669                          STATION RECOVERY (1999)
 AE2669
 AE2669'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG)
 AE2669'RECOVERED AS DESCRIBED.
 AE2669
 AE2669                          STATION RECOVERY (2004)
 AE2669
 AE2669'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2669'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER
 AE2669'SQUARDRON.RECOVERED AS DESCRIBED.VERFIED LATITUDE AND LONGITUDE BY A
 AE2669'GARMIN 76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2673 ***********************************************************************
 AE2673  DESIGNATION -  AH02
 AE2673  PID         -  AE2673
 AE2673  STATE/COUNTY-  FL/CITRUS
 AE2673  USGS QUAD   -  LECANTO (1988)
 AE2673
 AE2673                         *CURRENT SURVEY CONTROL
 AE2673  ___________________________________________________________________
 AE2673* NAD 83(1999)-  28 45 51.12552(N)    082 29 29.14574(W)     ADJUSTED  
 AE2673* NAVD 88     -        19.9    (meters)      65.     (feet)  GPS OBS   
 AE2673  ___________________________________________________________________
 AE2673  X           -     731,183.278 (meters)                     COMP
 AE2673  Y           -  -5,547,475.887 (meters)                     COMP
 AE2673  Z           -   3,051,014.052 (meters)                     COMP
 AE2673  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AE2673  ELLIP HEIGHT-          -7.15  (meters)          (05/31/01) GPS OBS
 AE2673  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AE2673
 AE2673  HORZ ORDER  -  FIRST
 AE2673  ELLP ORDER  -  FOURTH    CLASS I
 AE2673
 AE2673.The horizontal coordinates were established by GPS observations
 AE2673.and adjusted by the National Geodetic Survey in May 2001..
 AE2673
 AE2673.The orthometric height was determined by GPS observations and a
 AE2673.high-resolution geoid model.
 AE2673
 AE2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2673
 AE2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2673
 AE2673.The ellipsoidal height was determined by GPS observations
 AE2673.and is referenced to NAD 83.
 AE2673
 AE2673.The geoid height was determined by GEOID03.
 AE2673
 AE2673;                    North         East     Units Scale Factor Converg.
 AE2673;SPC FL W     -   490,996.172   152,009.894   MT  0.99996959   -0 14 11.3
 AE2673;SPC FL W     - 1,610,876.61    498,719.13   sFT  0.99996959   -0 14 11.3
 AE2673;UTM  17      - 3,182,773.662   354,397.533   MT  0.99986163   -0 43 04.1
 AE2673
 AE2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2673!SPC FL W     -   1.00000112  x   0.99996959  =   0.99997071
 AE2673!UTM  17      -   1.00000112  x   0.99986163  =   0.99986275
 AE2673
 AE2673                          SUPERSEDED SURVEY CONTROL
 AE2673
 AE2673  NAD 83(1990)-  28 45 51.12382(N)    082 29 29.14514(W) AD(       ) 1
 AE2673  ELLIP H (08/18/97)   -7.22   (m)                       GP(       ) 4 1
 AE2673
 AE2673.Superseded values are not recommended for survey control.
 AE2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2673.See file dsdata.txt to determine how the superseded data were derived.
 AE2673
 AE2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5439882774(NAD 83)
 AE2673_MARKER: DD = SURVEY DISK
 AE2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2673_STAMPING: AH02
 AE2673_MARK LOGO: DCJOHN
 AE2673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2673+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 AE2673
 AE2673  HISTORY     - Date     Condition        Report By
 AE2673  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2673  HISTORY     - 19990414 GOOD             USPSQD
 AE2673  HISTORY     - 19991122 GOOD             DCJOHN
 AE2673  HISTORY     - 20040609 GOOD             USPSQD
 AE2673
 AE2673                          STATION DESCRIPTION
 AE2673
 AE2673'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2673'THE STATION IS LOCATED APPROXIMATELY 10.8 MI (17.4 KM) SOUTHWEST OF
 AE2673'INVERNESS, 11.3 MI (18.2 KM) SOUTHEAST OF CRYSTAL RIVER, AND 15.8 MI
 AE2673'(25.4 KM) NORTH-NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM
 AE2673'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700) AND
 AE2673'US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED NORTH ON US
 AE2673'HIGHWAY 19 FOR 2.8 MI (4.5 KM) TO AN INTERSECTION WITH CARDINAL
 AE2673'STREET.  PROCEED EAST ON CARDINAL STREET FOR 3.7 MI (6.0 KM) TO THE
 AE2673'STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN
 AE2673'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WTIH THE GROUND.
 AE2673'THE STATION IN 70.0 FT (21.3 M) WEST OF THE CENTERLINE OF WILDERMUTH
 AE2673'POINT, 41.6 FT (12.7 M) NORTH OF THE CENTERLINE OF CARDINAL STREET,
 AE2673'AND 2.0 FT (0.6 M) EAST AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE
 AE2673'WITNESS POST.
 AE2673
 AE2673                          STATION RECOVERY (1999)
 AE2673
 AE2673'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2673'RECOVERED IN GOOD CONDITION.
 AE2673
 AE2673                          STATION RECOVERY (1999)
 AE2673
 AE2673'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG)
 AE2673'RECOVERED AS DESCRIBED.
 AE2673
 AE2673                          STATION RECOVERY (2004)
 AE2673
 AE2673'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAF)
 AE2673'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER
 AE2673'SQUARDRON.RECOVERED AS DESCRIBED.VERFIED LATITUDE AND LONGITUDE BY A
 AE2673'GARMIN 76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2674 ***********************************************************************
 AE2674  DESIGNATION -  AH03
 AE2674  PID         -  AE2674
 AE2674  STATE/COUNTY-  FL/CITRUS
 AE2674  USGS QUAD   -  LECANTO (1988)
 AE2674
 AE2674                         *CURRENT SURVEY CONTROL
 AE2674  ___________________________________________________________________
 AE2674* NAD 83(1999)-  28 45 11.41798(N)    082 27 06.73069(W)     ADJUSTED  
 AE2674* NAVD 88     -        27.2    (meters)      89.     (feet)  GPS OBS   
 AE2674  ___________________________________________________________________
 AE2674  X           -     735,091.448 (meters)                     COMP
 AE2674  Y           -  -5,547,559.147 (meters)                     COMP
 AE2674  Z           -   3,049,945.904 (meters)                     COMP
 AE2674  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AE2674  ELLIP HEIGHT-           0.18  (meters)          (05/31/01) GPS OBS
 AE2674  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AE2674
 AE2674  HORZ ORDER  -  FIRST
 AE2674  ELLP ORDER  -  FOURTH    CLASS I
 AE2674
 AE2674.The horizontal coordinates were established by GPS observations
 AE2674.and adjusted by the National Geodetic Survey in May 2001..
 AE2674
 AE2674.The orthometric height was determined by GPS observations and a
 AE2674.high-resolution geoid model.
 AE2674
 AE2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2674
 AE2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2674
 AE2674.The ellipsoidal height was determined by GPS observations
 AE2674.and is referenced to NAD 83.
 AE2674
 AE2674.The geoid height was determined by GEOID03.
 AE2674
 AE2674;                    North         East     Units Scale Factor Converg.
 AE2674;SPC FL W     -   489,758.460   155,868.472   MT  0.99996520   -0 13 02.5
 AE2674;SPC FL W     - 1,606,815.88    511,378.48   sFT  0.99996520   -0 13 02.5
 AE2674;UTM  17      - 3,181,503.728   358,245.146   MT  0.99984798   -0 41 54.7
 AE2674
 AE2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2674!SPC FL W     -   0.99999997  x   0.99996520  =   0.99996517
 AE2674!UTM  17      -   0.99999997  x   0.99984798  =   0.99984795
 AE2674
 AE2674:                Primary Azimuth Mark                     Grid Az
 AE2674:SPC FL W     -  AH04                                     180 23 22.7
 AE2674:UTM  17      -  AH04                                     180 52 14.9
 AE2674
 AE2674|---------------------------------------------------------------------|
 AE2674| PID    Reference Object                     Distance      Geod. Az  |
 AE2674|                                                           dddmmss.s |
 AE2674| AE2675 AH04                                455.686 METERS 1801020.2 |
 AE2674|---------------------------------------------------------------------|
 AE2674
 AE2674                          SUPERSEDED SURVEY CONTROL
 AE2674
 AE2674  NAD 83(1990)-  28 45 11.41627(N)    082 27 06.73017(W) AD(       ) 1
 AE2674  ELLIP H (08/18/97)    0.12   (m)                       GP(       ) 4 1
 AE2674
 AE2674.Superseded values are not recommended for survey control.
 AE2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2674.See file dsdata.txt to determine how the superseded data were derived.
 AE2674
 AE2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5824581504(NAD 83)
 AE2674_MARKER: DD = SURVEY DISK
 AE2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2674_STAMPING: AH03
 AE2674_MARK LOGO: DCJOHN
 AE2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2674+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2674
 AE2674  HISTORY     - Date     Condition        Report By
 AE2674  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2674  HISTORY     - 19990414 GOOD             USPSQD
 AE2674  HISTORY     - 19991122 GOOD             DCJOHN
 AE2674  HISTORY     - 20040714 GOOD             USPSQD
 AE2674
 AE2674                          STATION DESCRIPTION
 AE2674
 AE2674'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2674'THE STATION IS LOCATED APPROXIMATELY 9.4 MI (15.1 KM) SOUTHWEST OF
 AE2674'INVERNESS, 13.3 MI (21.4 KM) SOUTHEAST OF CRYSAL RIVER, AND 14.1 MI
 AE2674'(22.7 KM) NORTH-NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM
 AE2674'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2674'BOULEVARD AND STATE ROAD 700) AND COUNTY ROAD 491, PROCEED NORTH ON
 AE2674'COUNTY ROAD 491 FOR 6.9 MI (11.1 KM) TO THE STATION ON THE LEFT, AN
 AE2674'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2674'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 49.4
 AE2674'FT (15.1 M) WEST OF THE CENTERLINE OF COUNTY ROAD 491, 0.6 FT (18.3
 AE2674'CM) EAST OF A BARBED WIRE FENCE, 46.0 FT (14.0 M) SOUTH OF FENCE
 AE2674'CORNER, 46 FT (14.0 M) SOUTH OF A TELEPHONE EQUIPMENT BOX, AND 0.5 FT
 AE2674'(15.2 CM) EAST OF A CARSONITE WITNESS POST.
 AE2674
 AE2674                          STATION RECOVERY (1999)
 AE2674
 AE2674'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2674'RECOVERED IN GOOD CONDITION.
 AE2674
 AE2674                          STATION RECOVERY (1999)
 AE2674
 AE2674'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG)
 AE2674'RECOVERED AS DESCRIBED.
 AE2674
 AE2674                          STATION RECOVERY (2004)
 AE2674
 AE2674'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2674'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2674'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2674'GARMIN 76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2675 ***********************************************************************
 AE2675  DESIGNATION -  AH04
 AE2675  PID         -  AE2675
 AE2675  STATE/COUNTY-  FL/CITRUS
 AE2675  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2675
 AE2675                         *CURRENT SURVEY CONTROL
 AE2675  ___________________________________________________________________
 AE2675* NAD 83(1999)-  28 44 56.61661(N)    082 27 06.78119(W)     ADJUSTED  
 AE2675* NAVD 88     -        24.2    (meters)      79.     (feet)  GPS OBS   
 AE2675  ___________________________________________________________________
 AE2675  X           -     735,118.534 (meters)                     COMP
 AE2675  Y           -  -5,547,773.989 (meters)                     COMP
 AE2675  Z           -   3,049,544.946 (meters)                     COMP
 AE2675  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AE2675  ELLIP HEIGHT-          -2.84  (meters)          (05/31/01) GPS OBS
 AE2675  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AE2675
 AE2675  HORZ ORDER  -  FIRST
 AE2675  ELLP ORDER  -  FOURTH    CLASS I
 AE2675
 AE2675.The horizontal coordinates were established by GPS observations
 AE2675.and adjusted by the National Geodetic Survey in May 2001..
 AE2675
 AE2675.The orthometric height was determined by GPS observations and a
 AE2675.high-resolution geoid model.
 AE2675
 AE2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2675
 AE2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2675
 AE2675.The ellipsoidal height was determined by GPS observations
 AE2675.and is referenced to NAD 83.
 AE2675
 AE2675.The geoid height was determined by GEOID03.
 AE2675
 AE2675;                    North         East     Units Scale Factor Converg.
 AE2675;SPC FL W     -   489,302.800   155,865.373   MT  0.99996521   -0 13 02.5
 AE2675;SPC FL W     - 1,605,320.94    511,368.31   sFT  0.99996521   -0 13 02.5
 AE2675;UTM  17      - 3,181,048.164   358,238.222   MT  0.99984801   -0 41 54.4
 AE2675
 AE2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2675!SPC FL W     -   1.00000045  x   0.99996521  =   0.99996566
 AE2675!UTM  17      -   1.00000045  x   0.99984801  =   0.99984846
 AE2675
 AE2675:                Primary Azimuth Mark                     Grid Az
 AE2675:SPC FL W     -  AH03                                     000 23 22.7
 AE2675:UTM  17      -  AH03                                     000 52 14.6
 AE2675
 AE2675|---------------------------------------------------------------------|
 AE2675| PID    Reference Object                     Distance      Geod. Az  |
 AE2675|                                                           dddmmss.s |
 AE2675| AE2674 AH03                                455.686 METERS 0001020.2 |
 AE2675|---------------------------------------------------------------------|
 AE2675
 AE2675                          SUPERSEDED SURVEY CONTROL
 AE2675
 AE2675  NAD 83(1990)-  28 44 56.61495(N)    082 27 06.78074(W) AD(       ) 1
 AE2675  ELLIP H (08/18/97)   -2.90   (m)                       GP(       ) 4 1
 AE2675
 AE2675.Superseded values are not recommended for survey control.
 AE2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2675.See file dsdata.txt to determine how the superseded data were derived.
 AE2675
 AE2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5823881048(NAD 83)
 AE2675_MARKER: DD = SURVEY DISK
 AE2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2675_STAMPING: AH04
 AE2675_MARK LOGO: DCJOHN
 AE2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2675+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2675
 AE2675  HISTORY     - Date     Condition        Report By
 AE2675  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2675  HISTORY     - 19990414 GOOD             USPSQD
 AE2675  HISTORY     - 19991122 GOOD             DCJOHN
 AE2675  HISTORY     - 20040714 GOOD             USPSQD
 AE2675
 AE2675                          STATION DESCRIPTION
 AE2675
 AE2675'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2675'THE STATION IS LOCATED APPROXIMATELY 9.6 MI (15.4 KM) SOUTHWEST OF
 AE2675'INVERNESS, 13.6 MI (21.9 KM) SOUTHEAST OF CRYSTAL RIVER, AND 13.8 MI
 AE2675'(22.2 KM) NORTH-NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM
 AE2675'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2675'BOULEVARD AND STATE ROAD 700) AND COUNTY ROAD 491, PROCEED NORTH ON
 AE2675'COUNTY ROAD 491 FOR 6.65 MI (10.70 KM) TO THE STATION ON THE LEFT, AN
 AE2675'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2675'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 41.7
 AE2675'FT (12.7 M) WEST OF THE CENTERLINE OF COUNTY ROAD 491, 8.6 FT (2.6 M)
 AE2675'EAST OF A BARBED WIRE FENCE, 209.98 FT (64.00 M) SOUTH OF A POWER POLE
 AE2675'WITH A NAIL AND DISC (LB 4514) , 138.20 FT (42.12 M) NORTH OF A POWER
 AE2675'POLE WITH A NAIL AND DISC (LB 4514) , AND 7.6 FT (2.3 M) EAST OF A
 AE2675'CARSONITE WITNESS POST.
 AE2675
 AE2675                          STATION RECOVERY (1999)
 AE2675
 AE2675'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2675'RECOVERED IN GOOD CONDITION.
 AE2675
 AE2675                          STATION RECOVERY (1999)
 AE2675
 AE2675'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG)
 AE2675'RECOVERED AS DESCRIBED.
 AE2675
 AE2675                          STATION RECOVERY (2004)
 AE2675
 AE2675'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2675'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2675'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2675'GARMIN 76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2671 ***********************************************************************
 AE2671  DESIGNATION -  AH05
 AE2671  PID         -  AE2671
 AE2671  STATE/COUNTY-  FL/CITRUS
 AE2671  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2671
 AE2671                         *CURRENT SURVEY CONTROL
 AE2671  ___________________________________________________________________
 AE2671* NAD 83(1999)-  28 43 25.85345(N)    082 31 02.83636(W)     ADJUSTED  
 AE2671* NAVD 88     -        17.1    (meters)      56.     (feet)  GPS OBS   
 AE2671  ___________________________________________________________________
 AE2671  X           -     728,943.188 (meters)                     COMP
 AE2671  Y           -  -5,549,937.645 (meters)                     COMP
 AE2671  Z           -   3,047,091.493 (meters)                     COMP
 AE2671  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AE2671  ELLIP HEIGHT-          -9.74  (meters)          (05/31/01) GPS OBS
 AE2671  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AE2671
 AE2671  HORZ ORDER  -  FIRST
 AE2671  ELLP ORDER  -  FOURTH    CLASS I
 AE2671
 AE2671.The horizontal coordinates were established by GPS observations
 AE2671.and adjusted by the National Geodetic Survey in May 2001..
 AE2671
 AE2671.The orthometric height was determined by GPS observations and a
 AE2671.high-resolution geoid model.
 AE2671
 AE2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2671
 AE2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2671
 AE2671.The ellipsoidal height was determined by GPS observations
 AE2671.and is referenced to NAD 83.
 AE2671
 AE2671.The geoid height was determined by GEOID03.
 AE2671
 AE2671;                    North         East     Units Scale Factor Converg.
 AE2671;SPC FL W     -   486,534.679   149,448.968   MT  0.99997270   -0 14 55.3
 AE2671;SPC FL W     - 1,596,239.19    490,317.16   sFT  0.99997270   -0 14 55.3
 AE2671;UTM  17      - 3,178,334.292   351,799.514   MT  0.99987105   -0 43 45.9
 AE2671
 AE2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2671!SPC FL W     -   1.00000153  x   0.99997270  =   0.99997423
 AE2671!UTM  17      -   1.00000153  x   0.99987105  =   0.99987258
 AE2671
 AE2671                          SUPERSEDED SURVEY CONTROL
 AE2671
 AE2671  NAD 83(1990)-  28 43 25.85153(N)    082 31 02.83579(W) AD(       ) 1
 AE2671  ELLIP H (08/18/97)   -9.81   (m)                       GP(       ) 4 1
 AE2671
 AE2671.Superseded values are not recommended for survey control.
 AE2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2671.See file dsdata.txt to determine how the superseded data were derived.
 AE2671
 AE2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5180078334(NAD 83)
 AE2671_MARKER: DD = SURVEY DISK
 AE2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2671_STAMPING: AH05
 AE2671_MARK LOGO: DCJOHN
 AE2671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2671+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2671
 AE2671  HISTORY     - Date     Condition        Report By
 AE2671  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2671  HISTORY     - 19990414 GOOD             USPSQD
 AE2671  HISTORY     - 20040714 GOOD             USPSQD
 AE2671
 AE2671                          STATION DESCRIPTION
 AE2671
 AE2671'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2671'THE STATION IS LOCATED APPROXIMATELY 13.0 MI (20.9 KM) SOUTH-SOUTHEAST
 AE2671'OF CRYSTAL RIVER, 13.7 MI (22.0 KM) SOUTHWEST OF INVERNESS, AND 14.0
 AE2671'MI (22.5 KM) NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM THE
 AE2671'INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON) AND US
 AE2671'HIGHWAY 19 (ALSO KNOWN AS COMMERCIAL WAY) , PROCEED EAST ON US HIGHWAY
 AE2671'98 FOR 0.05 MI (0.08 KM) TO AN INTERSECTION WITH COUNTY ROAD 480 (ALSO
 AE2671'KNOWN AS OAK PARK BOULEVARD) .  PROCEED NORTHEAST, THEN EAST, ON
 AE2671'COUNTY ROAD 480 FOR 2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT, AN
 AE2671'ALUMINUM D.C.  JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2671'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 40.4
 AE2671'FT (12.3 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 480, 266 FT (81.1
 AE2671'M) WEST OF THE CENTERLINE PROJECTION OF RICHTOP TERRACE, 75.8 FT (23.1
 AE2671'M) SOUTHEAST OF FIRE HYDRANT, AND 4.0 FT (1.2 M) NORTH OF A WITNESS
 AE2671'POST.
 AE2671
 AE2671                          STATION RECOVERY (1999)
 AE2671
 AE2671'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2671'RECOVERED IN GOOD CONDITION.
 AE2671
 AE2671                          STATION RECOVERY (2004)
 AE2671
 AE2671'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2671'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2671'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2671'GARMIN 76(GPS).WITNESS POST HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2672 ***********************************************************************
 AE2672  DESIGNATION -  AH06
 AE2672  PID         -  AE2672
 AE2672  STATE/COUNTY-  FL/CITRUS
 AE2672  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2672
 AE2672                         *CURRENT SURVEY CONTROL
 AE2672  ___________________________________________________________________
 AE2672* NAD 83(1999)-  28 43 21.73724(N)    082 30 39.13874(W)     ADJUSTED  
 AE2672* NAVD 88     -        24.5    (meters)      80.     (feet)  GPS OBS   
 AE2672  ___________________________________________________________________
 AE2672  X           -     729,589.593 (meters)                     COMP
 AE2672  Y           -  -5,549,920.658 (meters)                     COMP
 AE2672  Z           -   3,046,983.909 (meters)                     COMP
 AE2672  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AE2672  ELLIP HEIGHT-          -2.36  (meters)          (05/31/01) GPS OBS
 AE2672  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AE2672
 AE2672  HORZ ORDER  -  FIRST
 AE2672  ELLP ORDER  -  FOURTH    CLASS I
 AE2672
 AE2672.The horizontal coordinates were established by GPS observations
 AE2672.and adjusted by the National Geodetic Survey in May 2001..
 AE2672
 AE2672.The orthometric height was determined by GPS observations and a
 AE2672.high-resolution geoid model.
 AE2672
 AE2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2672
 AE2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2672
 AE2672.The ellipsoidal height was determined by GPS observations
 AE2672.and is referenced to NAD 83.
 AE2672
 AE2672.The geoid height was determined by GEOID03.
 AE2672
 AE2672;                    North         East     Units Scale Factor Converg.
 AE2672;SPC FL W     -   486,405.187   150,091.507   MT  0.99997190   -0 14 43.9
 AE2672;SPC FL W     - 1,595,814.35    492,425.22   sFT  0.99997190   -0 14 43.9
 AE2672;UTM  17      - 3,178,199.427   352,440.878   MT  0.99986871   -0 43 34.4
 AE2672
 AE2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2672!SPC FL W     -   1.00000037  x   0.99997190  =   0.99997227
 AE2672!UTM  17      -   1.00000037  x   0.99986871  =   0.99986908
 AE2672
 AE2672                          SUPERSEDED SURVEY CONTROL
 AE2672
 AE2672  NAD 83(1990)-  28 43 21.73547(N)    082 30 39.13819(W) AD(       ) 1
 AE2672  ELLIP H (08/18/97)   -2.43   (m)                       GP(       ) 4 1
 AE2672
 AE2672.Superseded values are not recommended for survey control.
 AE2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2672.See file dsdata.txt to determine how the superseded data were derived.
 AE2672
 AE2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5244178199(NAD 83)
 AE2672_MARKER: DD = SURVEY DISK
 AE2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2672_STAMPING: AH06
 AE2672_MARK LOGO: DCJOHN
 AE2672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2672+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2672
 AE2672  HISTORY     - Date     Condition        Report By
 AE2672  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2672  HISTORY     - 19990414 GOOD             USPSQD
 AE2672  HISTORY     - 20040714 GOOD             USPSQD
 AE2672
 AE2672                          STATION DESCRIPTION
 AE2672
 AE2672'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2672'THE STATION IS LOCATED APPROXIMATELY 13.3 MI (21.4 KM) SOUTH-SOUTHEAST
 AE2672'OF CRYSTAL RIVER, 13.5 MI (21.7 KM) SOUTHWEST OF INVERNESS, AND 13.7
 AE2672'MI (22.0 KM) NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM THE
 AE2672'INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON) AND US
 AE2672'HIGHWAY 19 (ALSO KNOWN AS COMMERCIAL WAY) , PROCEED EAST ON US HIGHWAY
 AE2672'98 FOR 0.05 MI (0.08 KM) TO AN INTERSECTION WITH COUNTY ROAD 480 (ALSO
 AE2672'KNOWN AS OAK PARK BOULEVARD) .  PROCEED NORTHEAST, THEN EAST, ON
 AE2672'COUNTY ROAD 480 FOR 2.55 MI (4.10 KM) TO THE STATION ON THE LEFT, AN
 AE2672'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2672'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 33.4
 AE2672'FT (10.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 480, 21.0 FT (6.4
 AE2672'M) WEST OF A TELEPHONE CABLE MARKER AND 5.5 FT (1.7 M) SOUTH OF A
 AE2672'CARSONITE WITNESS POST.
 AE2672
 AE2672                          STATION RECOVERY (1999)
 AE2672
 AE2672'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2672'RECOVERED IN GOOD CONDITION.
 AE2672
 AE2672                          STATION RECOVERY (2004)
 AE2672
 AE2672'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2672'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2672'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2672'GARMIN 76(GPS).CARSONITE POST HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2676 ***********************************************************************
 AE2676  DESIGNATION -  AH07
 AE2676  PID         -  AE2676
 AE2676  STATE/COUNTY-  FL/CITRUS
 AE2676  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2676
 AE2676                         *CURRENT SURVEY CONTROL
 AE2676  ___________________________________________________________________
 AE2676* NAD 83(1999)-  28 43 27.41759(N)    082 27 06.13697(W)     ADJUSTED  
 AE2676* NAVD 88     -        16.1    (meters)      53.     (feet)  GPS OBS   
 AE2676  ___________________________________________________________________
 AE2676  X           -     735,308.372 (meters)                     COMP
 AE2676  Y           -  -5,549,073.558 (meters)                     COMP
 AE2676  Z           -   3,047,133.173 (meters)                     COMP
 AE2676  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AE2676  ELLIP HEIGHT-         -10.88  (meters)          (05/31/01) GPS OBS
 AE2676  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AE2676
 AE2676  HORZ ORDER  -  FIRST
 AE2676  ELLP ORDER  -  FOURTH    CLASS I
 AE2676
 AE2676.The horizontal coordinates were established by GPS observations
 AE2676.and adjusted by the National Geodetic Survey in May 2001..
 AE2676
 AE2676.The orthometric height was determined by GPS observations and a
 AE2676.high-resolution geoid model.
 AE2676
 AE2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2676
 AE2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2676
 AE2676.The ellipsoidal height was determined by GPS observations
 AE2676.and is referenced to NAD 83.
 AE2676
 AE2676.The geoid height was determined by GEOID03.
 AE2676
 AE2676;                    North         East     Units Scale Factor Converg.
 AE2676;SPC FL W     -   486,556.723   155,872.443   MT  0.99996520   -0 13 01.5
 AE2676;SPC FL W     - 1,596,311.52    511,391.51   sFT  0.99996520   -0 13 01.5
 AE2676;UTM  17      - 3,178,302.446   358,222.245   MT  0.99984806   -0 41 52.1
 AE2676
 AE2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2676!SPC FL W     -   1.00000171  x   0.99996520  =   0.99996691
 AE2676!UTM  17      -   1.00000171  x   0.99984806  =   0.99984977
 AE2676
 AE2676                          SUPERSEDED SURVEY CONTROL
 AE2676
 AE2676  NAD 83(1990)-  28 43 27.41592(N)    082 27 06.13641(W) AD(       ) 1
 AE2676  ELLIP H (08/18/97)  -10.95   (m)                       GP(       ) 4 1
 AE2676
 AE2676.Superseded values are not recommended for survey control.
 AE2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2676.See file dsdata.txt to determine how the superseded data were derived.
 AE2676
 AE2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5822278302(NAD 83)
 AE2676_MARKER: DD = SURVEY DISK
 AE2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2676_STAMPING: AH07
 AE2676_MARK LOGO: DCJOHN
 AE2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2676+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2676
 AE2676  HISTORY     - Date     Condition        Report By
 AE2676  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2676  HISTORY     - 19990415 GOOD             USPSQD
 AE2676  HISTORY     - 20040714 GOOD             USPSQD
 AE2676
 AE2676                          STATION DESCRIPTION
 AE2676
 AE2676'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2676'THE STATION IS LOCATED APPROXIMATELY 10.7 MI (17.2 KM) SOUTHWEST OF
 AE2676'INVERNESS, 12.2 MI (19.6 KM) NORTH-NORTHWEST OF BROOKSVILLE, AND 15.0
 AE2676'MI (24.1 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM
 AE2676'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2676'BOULEVARD AND STATE ROAD 700) AND COUNTY ROAD 491, PROCEED NORTH ON
 AE2676'COUNTY ROAD 491 FOR 5.05 MI (8.13 KM) TO THE STATION ON THE LEFT, AN
 AE2676'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2676'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 108
 AE2676'FT (32.9 M) NORTH OF THE CENTERLINE OF WEST CASON COURT, 40.3 FT (12.3
 AE2676'M) WEST OF THE CENTERLINE COUNTY ROAD 491, 12.2 FT (3.7 M) EAST OF A
 AE2676'HOG WIRE FENCE, AND 10.7 FT (3.3 M) EAST OF A CARSONITE WITNESS POST.
 AE2676
 AE2676                          STATION RECOVERY (1999)
 AE2676
 AE2676'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2676'RECOVERED IN GOOD CONDITION.
 AE2676
 AE2676                          STATION RECOVERY (2004)
 AE2676
 AE2676'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2676'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2676'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2676'GARMIN 76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2677 ***********************************************************************
 AE2677  DESIGNATION -  AH08
 AE2677  PID         -  AE2677
 AE2677  STATE/COUNTY-  FL/CITRUS
 AE2677  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2677
 AE2677                         *CURRENT SURVEY CONTROL
 AE2677  ___________________________________________________________________
 AE2677* NAD 83(1999)-  28 43 06.39706(N)    082 27 06.12354(W)     ADJUSTED  
 AE2677* NAVD 88     -        14.7    (meters)      48.     (feet)  GPS OBS   
 AE2677  ___________________________________________________________________
 AE2677  X           -     735,349.431 (meters)                     COMP
 AE2677  Y           -  -5,549,380.637 (meters)                     COMP
 AE2677  Z           -   3,046,565.004 (meters)                     COMP
 AE2677  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AE2677  ELLIP HEIGHT-         -12.22  (meters)          (05/31/01) GPS OBS
 AE2677  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AE2677
 AE2677  HORZ ORDER  -  FIRST
 AE2677  ELLP ORDER  -  FOURTH    CLASS I
 AE2677
 AE2677.The horizontal coordinates were established by GPS observations
 AE2677.and adjusted by the National Geodetic Survey in May 2001..
 AE2677
 AE2677.The orthometric height was determined by GPS observations and a
 AE2677.high-resolution geoid model.
 AE2677
 AE2677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2677
 AE2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2677
 AE2677.The ellipsoidal height was determined by GPS observations
 AE2677.and is referenced to NAD 83.
 AE2677
 AE2677.The geoid height was determined by GEOID03.
 AE2677
 AE2677;                    North         East     Units Scale Factor Converg.
 AE2677;SPC FL W     -   485,909.602   155,870.355   MT  0.99996520   -0 13 01.4
 AE2677;SPC FL W     - 1,594,188.42    511,384.66   sFT  0.99996520   -0 13 01.4
 AE2677;UTM  17      - 3,177,655.440   358,214.730   MT  0.99984809   -0 41 51.6
 AE2677
 AE2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2677!SPC FL W     -   1.00000192  x   0.99996520  =   0.99996712
 AE2677!UTM  17      -   1.00000192  x   0.99984809  =   0.99985001
 AE2677
 AE2677                          SUPERSEDED SURVEY CONTROL
 AE2677
 AE2677  NAD 83(1990)-  28 43 06.39538(N)    082 27 06.12297(W) AD(       ) 1
 AE2677  ELLIP H (08/18/97)  -12.29   (m)                       GP(       ) 4 1
 AE2677
 AE2677.Superseded values are not recommended for survey control.
 AE2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2677.See file dsdata.txt to determine how the superseded data were derived.
 AE2677
 AE2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5821577655(NAD 83)
 AE2677_MARKER: DD = SURVEY DISK
 AE2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2677_STAMPING: AH08
 AE2677_MARK LOGO: DCJOHN
 AE2677_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2677+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2677
 AE2677  HISTORY     - Date     Condition        Report By
 AE2677  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2677  HISTORY     - 19990415 GOOD             USPSQD
 AE2677  HISTORY     - 20040714 GOOD             USPSQD
 AE2677
 AE2677                          STATION DESCRIPTION
 AE2677
 AE2677'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2677'THE STATION IS LOCATED APPROXIMATELY 11.1 MI (17.9 KM) SOUTHWEST OF
 AE2677'INVERNESS, 11.8 MI (19.0 KM) NORTH-NORTHWEST OF BROOKSVILLE, AND 15.3
 AE2677'MI (24.6 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM
 AE2677'THE INTERSECTION OF AND US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2677'BOULEVARD AND STATE ROAD 700) AND COUNTY ROAD 491, PROCEED NORTH ON
 AE2677'COUNTY ROAD 491 FOR 4.65 MI (7.48 KM) TO THE STATION ON THE LEFT, AN
 AE2677'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN A 12-INCH DIAMETER
 AE2677'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 45.3 FT (13.8
 AE2677'M) WEST OF THE CENTERLINE OF COUNTY ROAD 491, 6.4 FT (2.0 M) EAST OF A
 AE2677'BARBED WIRE FENCE, 36.3 FT (11.1 M) SOUTH OF A BARBED WIRE-WOOD FENCE
 AE2677'INTERSECTION, AND 6.2 FT (1.9 M) EAST OF A CARSONITE WITNESS POST.
 AE2677
 AE2677                          STATION RECOVERY (1999)
 AE2677
 AE2677'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2677'RECOVERED IN GOOD CONDITION.
 AE2677
 AE2677                          STATION RECOVERY (2004)
 AE2677
 AE2677'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2677'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2677'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2677'GARMIN 76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2682 ***********************************************************************
 AE2682  DESIGNATION -  AH09
 AE2682  PID         -  AE2682
 AE2682  STATE/COUNTY-  FL/CITRUS
 AE2682  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2682
 AE2682                         *CURRENT SURVEY CONTROL
 AE2682  ___________________________________________________________________
 AE2682* NAD 83(1999)-  28 42 24.10818(N)    082 31 26.03789(W)     ADJUSTED  
 AE2682* NAVD 88     -        18.8    (meters)      62.     (feet)  GPS OBS   
 AE2682  ___________________________________________________________________
 AE2682  X           -     728,437.929 (meters)                     COMP
 AE2682  Y           -  -5,550,926.617 (meters)                     COMP
 AE2682  Z           -   3,045,425.170 (meters)                     COMP
 AE2682  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AE2682  ELLIP HEIGHT-          -8.05  (meters)          (05/31/01) GPS OBS
 AE2682  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AE2682
 AE2682  HORZ ORDER  -  FIRST
 AE2682  ELLP ORDER  -  FOURTH    CLASS I
 AE2682
 AE2682.The horizontal coordinates were established by GPS observations
 AE2682.and adjusted by the National Geodetic Survey in May 2001..
 AE2682
 AE2682.The orthometric height was determined by GPS observations and a
 AE2682.high-resolution geoid model.
 AE2682
 AE2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2682
 AE2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2682
 AE2682.The ellipsoidal height was determined by GPS observations
 AE2682.and is referenced to NAD 83.
 AE2682
 AE2682.The geoid height was determined by GEOID03.
 AE2682
 AE2682;                    North         East     Units Scale Factor Converg.
 AE2682;SPC FL W     -   484,636.583   148,810.997   MT  0.99997350   -0 15 05.9
 AE2682;SPC FL W     - 1,590,011.86    488,224.08   sFT  0.99997350   -0 15 05.9
 AE2682;UTM  17      - 3,176,441.804   351,145.711   MT  0.99987345   -0 43 55.6
 AE2682
 AE2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2682!SPC FL W     -   1.00000126  x   0.99997350  =   0.99997476
 AE2682!UTM  17      -   1.00000126  x   0.99987345  =   0.99987471
 AE2682
 AE2682                          SUPERSEDED SURVEY CONTROL
 AE2682
 AE2682  NAD 83(1990)-  28 42 24.10625(N)    082 31 26.03730(W) AD(       ) 1
 AE2682  ELLIP H (08/18/97)   -8.12   (m)                       GP(       ) 4 1
 AE2682
 AE2682.Superseded values are not recommended for survey control.
 AE2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2682.See file dsdata.txt to determine how the superseded data were derived.
 AE2682
 AE2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5114676442(NAD 83)
 AE2682_MARKER: DD = SURVEY DISK
 AE2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2682_STAMPING: AH09
 AE2682_MARK LOGO: DCJOHN
 AE2682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2682+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2682
 AE2682  HISTORY     - Date     Condition        Report By
 AE2682  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2682  HISTORY     - 19990415 GOOD             USPSQD
 AE2682
 AE2682                          STATION DESCRIPTION
 AE2682
 AE2682'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2682'THE STATION IS LOCATED APPROXIMATELY 13.2 MI (21.2 KM) NORTHWEST OF
 AE2682'BROOKSVILLE, 14.1 MI (22.7 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER, AND
 AE2682'14.8 MI (23.8 KM) SOUTHWEST OF INVERNESS.-- TO REACH THE STATION FROM
 AE2682'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2682'BOULEVARD AND STATE ROAD 700) AND US HIGHWAY 19, PROCEED SOUTHEAST ON
 AE2682'US HIGHWAY 98 FOR 2.1 MI (3.4 KM) TO THE STATION ON THE LEFT, AN
 AE2682'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2682'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS
 AE2682'113.0 FT (34.4 M) NORTHEAST OF THE CENTERLINE OF US HIGHWAY 98, 82.1
 AE2682'FT (25.0 M) SOUTH OF A POWER POLE, 20.3 FT (6.2 M) SOUTHWEST OF A
 AE2682'BARBED WIRE FENCE AND 1.9 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS
 AE2682'POST.
 AE2682
 AE2682                          STATION RECOVERY (1999)
 AE2682
 AE2682'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2683 ***********************************************************************
 AE2683  DESIGNATION -  AH10
 AE2683  PID         -  AE2683
 AE2683  STATE/COUNTY-  FL/CITRUS
 AE2683  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2683
 AE2683                         *CURRENT SURVEY CONTROL
 AE2683  ___________________________________________________________________
 AE2683* NAD 83(1999)-  28 42 14.32685(N)    082 31 08.54298(W)     ADJUSTED  
 AE2683* NAVD 88     -        24.3    (meters)      80.     (feet)  GPS OBS   
 AE2683  ___________________________________________________________________
 AE2683  X           -     728,928.201 (meters)                     COMP
 AE2683  Y           -  -5,551,012.991 (meters)                     COMP
 AE2683  Z           -   3,045,163.684 (meters)                     COMP
 AE2683  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AE2683  ELLIP HEIGHT-          -2.56  (meters)          (05/31/01) GPS OBS
 AE2683  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AE2683
 AE2683  HORZ ORDER  -  FIRST
 AE2683  ELLP ORDER  -  FOURTH    CLASS I
 AE2683
 AE2683.The horizontal coordinates were established by GPS observations
 AE2683.and adjusted by the National Geodetic Survey in May 2001..
 AE2683
 AE2683.The orthometric height was determined by GPS observations and a
 AE2683.high-resolution geoid model.
 AE2683
 AE2683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2683
 AE2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2683
 AE2683.The ellipsoidal height was determined by GPS observations
 AE2683.and is referenced to NAD 83.
 AE2683
 AE2683.The geoid height was determined by GEOID03.
 AE2683
 AE2683;                    North         East     Units Scale Factor Converg.
 AE2683;SPC FL W     -   484,333.386   149,284.523   MT  0.99997291   -0 14 57.5
 AE2683;SPC FL W     - 1,589,017.12    489,777.64   sFT  0.99997291   -0 14 57.5
 AE2683;UTM  17      - 3,176,134.678   351,616.631   MT  0.99987172   -0 43 46.9
 AE2683
 AE2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2683!SPC FL W     -   1.00000040  x   0.99997291  =   0.99997331
 AE2683!UTM  17      -   1.00000040  x   0.99987172  =   0.99987212
 AE2683
 AE2683                          SUPERSEDED SURVEY CONTROL
 AE2683
 AE2683  NAD 83(1990)-  28 42 14.32512(N)    082 31 08.54238(W) AD(       ) 1
 AE2683  ELLIP H (08/18/97)   -2.64   (m)                       GP(       ) 4 1
 AE2683
 AE2683.Superseded values are not recommended for survey control.
 AE2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2683.See file dsdata.txt to determine how the superseded data were derived.
 AE2683
 AE2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5161776135(NAD 83)
 AE2683_MARKER: DD = SURVEY DISK
 AE2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2683_STAMPING: AH10
 AE2683_MARK LOGO: DCJOHN
 AE2683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2683+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2683
 AE2683  HISTORY     - Date     Condition        Report By
 AE2683  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2683  HISTORY     - 19990415 GOOD             USPSQD
 AE2683
 AE2683                          STATION DESCRIPTION
 AE2683
 AE2683'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2683'THE STATION IS LOCATED APPROXIMATELY 12.9 MI (20.8 KM) NORTH-NORTHWEST
 AE2683'OF BROOKSVILLE, 14.4 MI (23.2 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER,
 AE2683'AND 14.7 MI (23.7 KM) SOUTHWEST OF INVERNESS.-- TO REACH THE STATION
 AE2683'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2683'BOULEVARD AND STATE ROAD 700) AND US HIGHWAY 19, PROCEED SOUTHEAST ON
 AE2683'US HIGHWAY 98 FOR 2.4 MI (3.9 KM) TO THE STATION ON THE LEFT, AN
 AE2683'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2683'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 253
 AE2683'FT (77.1 M) SOUTHEAST OF THE CENTERLINE OF LONE PINE STREET, 120 FT
 AE2683'(36.6 M) NORTHEAST OF THE CENTERLINE OF US HIGHWAY 98, 75 FT (22.9 M)
 AE2683'SOUTHEAST OF A BILLBOARD, 8.7 FT (2.7 M) SOUTHWEST OF A BARBED WIRE
 AE2683'FENCE, AND 2.8 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 AE2683
 AE2683                          STATION RECOVERY (1999)
 AE2683
 AE2683'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2684 ***********************************************************************
 AE2684  DESIGNATION -  AH11
 AE2684  PID         -  AE2684
 AE2684  STATE/COUNTY-  FL/CITRUS
 AE2684  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2684
 AE2684                         *CURRENT SURVEY CONTROL
 AE2684  ___________________________________________________________________
 AE2684* NAD 83(1999)-  28 41 53.75904(N)    082 27 04.54497(W)     ADJUSTED  
 AE2684* NAVD 88     -        18.1    (meters)      59.     (feet)  GPS OBS   
 AE2684  ___________________________________________________________________
 AE2684  X           -     735,533.415 (meters)                     COMP
 AE2684  Y           -  -5,550,442.897 (meters)                     COMP
 AE2684  Z           -   3,044,605.297 (meters)                     COMP
 AE2684  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AE2684  ELLIP HEIGHT-          -8.76  (meters)          (05/31/01) GPS OBS
 AE2684  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AE2684
 AE2684  HORZ ORDER  -  FIRST
 AE2684  ELLP ORDER  -  FOURTH    CLASS I
 AE2684
 AE2684.The horizontal coordinates were established by GPS observations
 AE2684.and adjusted by the National Geodetic Survey in May 2001..
 AE2684
 AE2684.The orthometric height was determined by GPS observations and a
 AE2684.high-resolution geoid model.
 AE2684
 AE2684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2684
 AE2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2684
 AE2684.The ellipsoidal height was determined by GPS observations
 AE2684.and is referenced to NAD 83.
 AE2684
 AE2684.The geoid height was determined by GEOID03.
 AE2684
 AE2684;                    North         East     Units Scale Factor Converg.
 AE2684;SPC FL W     -   483,673.272   155,904.735   MT  0.99996516   -0 13 00.1
 AE2684;SPC FL W     - 1,586,851.39    511,497.45   sFT  0.99996516   -0 13 00.1
 AE2684;UTM  17      - 3,175,419.163   358,230.353   MT  0.99984804   -0 41 49.2
 AE2684
 AE2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2684!SPC FL W     -   1.00000138  x   0.99996516  =   0.99996654
 AE2684!UTM  17      -   1.00000138  x   0.99984804  =   0.99984942
 AE2684
 AE2684:                Primary Azimuth Mark                     Grid Az
 AE2684:SPC FL W     -  AH12                                     088 10 17.3
 AE2684:UTM  17      -  AH12                                     088 39 06.4
 AE2684
 AE2684|---------------------------------------------------------------------|
 AE2684| PID    Reference Object                     Distance      Geod. Az  |
 AE2684|                                                           dddmmss.s |
 AE2684| AE2685 AH12                                453.816 METERS 0875717.2 |
 AE2684|---------------------------------------------------------------------|
 AE2684
 AE2684                          SUPERSEDED SURVEY CONTROL
 AE2684
 AE2684  NAD 83(1990)-  28 41 53.75743(N)    082 27 04.54437(W) AD(       ) 1
 AE2684  ELLIP H (08/18/97)   -8.84   (m)                       GP(       ) 4 1
 AE2684
 AE2684.Superseded values are not recommended for survey control.
 AE2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2684.See file dsdata.txt to determine how the superseded data were derived.
 AE2684
 AE2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5823075419(NAD 83)
 AE2684_MARKER: DD = SURVEY DISK
 AE2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2684_STAMPING: AH 11
 AE2684_MARK LOGO: DCJOHN
 AE2684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2684+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2684
 AE2684  HISTORY     - Date     Condition        Report By
 AE2684  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2684  HISTORY     - 19990415 GOOD             USPSQD
 AE2684  HISTORY     - 20000109 GOOD             DCJOHN
 AE2684  HISTORY     - 20040714 GOOD             USPSQD
 AE2684
 AE2684                          STATION DESCRIPTION
 AE2684
 AE2684'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2684'THE STATION IS LOCATED APPROXIMATELY 10.6 MI (17.1 KM) NORTH-NORTHWEST
 AE2684'OF BROOKSVILLE, 12.1 MI (19.5 KM) SOUTHWEST OF INVERNESS, AND 16.4 MI
 AE2684'(26.4 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM THE
 AE2684'INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON BOULEVARD
 AE2684'AND STATED ROAD 700) AND COUNTY ROAD 491, PROCEED NORTH ON COUNTY ROAD
 AE2684'491 FOR 3.25 MI (5.23 KM) TO AN INTERSECTION WITH COUNTY ROAD 480
 AE2684'(ALSO KNOWN AS STAGECOACH TRAIL) . THE STATION IS IN THE SOUTHEAST
 AE2684'QUADRANT OF THE INTERSECTION, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY
 AE2684'DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH
 AE2684'THE GROUND.  THE STATION IS 56.0 FT (17.1 M) SOUTH OF THE CENTERLINE
 AE2684'OF COUNTY ROAD 480, 67.2 FT (20.5 M) EAST OF THE CENTERLINE OF COUNTY
 AE2684'ROAD 491, 51.26 FT (15.62 M) SOUTHEAST OF A NAIL AND DISC (SAVAGE LAND
 AE2684'SURVEY PLS 2992) , AND 0.5 FT (15.2 CM) NORTHWEST OF A CARSONITE
 AE2684'WITNESS POST.
 AE2684
 AE2684                          STATION RECOVERY (1999)
 AE2684
 AE2684'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2684'RECOVERED IN GOOD CONDITION.
 AE2684
 AE2684                          STATION RECOVERY (2000)
 AE2684
 AE2684'RECOVERY NOTE BY DC JOHNSON ASSOC 2000
 AE2684'RECOVERED AS DESCRIBED.
 AE2684
 AE2684                          STATION RECOVERY (2004)
 AE2684
 AE2684'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2684'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2684'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2684'GARMIN 76(GPS).CARSONITE WITNESS POST DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2685 ***********************************************************************
 AE2685  DESIGNATION -  AH12
 AE2685  PID         -  AE2685
 AE2685  STATE/COUNTY-  FL/CITRUS
 AE2685  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2685
 AE2685                         *CURRENT SURVEY CONTROL
 AE2685  ___________________________________________________________________
 AE2685* NAD 83(1999)-  28 41 54.28483(N)    082 26 47.83712(W)     ADJUSTED  
 AE2685* NAVD 88     -        19.5    (meters)      64.     (feet)  GPS OBS   
 AE2685  ___________________________________________________________________
 AE2685  X           -     735,982.146 (meters)                     COMP
 AE2685  Y           -  -5,550,376.785 (meters)                     COMP
 AE2685  Z           -   3,044,620.154 (meters)                     COMP
 AE2685  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AE2685  ELLIP HEIGHT-          -7.39  (meters)          (05/31/01) GPS OBS
 AE2685  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AE2685
 AE2685  HORZ ORDER  -  FIRST
 AE2685  ELLP ORDER  -  FOURTH    CLASS I
 AE2685
 AE2685.The horizontal coordinates were established by GPS observations
 AE2685.and adjusted by the National Geodetic Survey in May 2001..
 AE2685
 AE2685.The orthometric height was determined by GPS observations and a
 AE2685.high-resolution geoid model.
 AE2685
 AE2685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2685
 AE2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2685
 AE2685.The ellipsoidal height was determined by GPS observations
 AE2685.and is referenced to NAD 83.
 AE2685
 AE2685.The geoid height was determined by GEOID03.
 AE2685
 AE2685;                    North         East     Units Scale Factor Converg.
 AE2685;SPC FL W     -   483,687.752   156,358.304   MT  0.99996467   -0 12 52.1
 AE2685;SPC FL W     - 1,586,898.90    512,985.54   sFT  0.99996467   -0 12 52.1
 AE2685;UTM  17      - 3,175,429.839   358,683.975   MT  0.99984645   -0 41 41.2
 AE2685
 AE2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2685!SPC FL W     -   1.00000116  x   0.99996467  =   0.99996583
 AE2685!UTM  17      -   1.00000116  x   0.99984645  =   0.99984761
 AE2685
 AE2685:                Primary Azimuth Mark                     Grid Az
 AE2685:SPC FL W     -  AH11                                     268 10 17.3
 AE2685:UTM  17      -  AH11                                     268 39 06.4
 AE2685
 AE2685|---------------------------------------------------------------------|
 AE2685| PID    Reference Object                     Distance      Geod. Az  |
 AE2685|                                                           dddmmss.s |
 AE2685| AE2684 AH11                                453.816 METERS 2675725.2 |
 AE2685|---------------------------------------------------------------------|
 AE2685
 AE2685                          SUPERSEDED SURVEY CONTROL
 AE2685
 AE2685  NAD 83(1990)-  28 41 54.28316(N)    082 26 47.83639(W) AD(       ) 1
 AE2685  ELLIP H (08/18/97)   -7.46   (m)                       GP(       ) 4 1
 AE2685
 AE2685.Superseded values are not recommended for survey control.
 AE2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2685.See file dsdata.txt to determine how the superseded data were derived.
 AE2685
 AE2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5868475430(NAD 83)
 AE2685_MARKER: DD = SURVEY DISK
 AE2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2685_STAMPING: AH 12
 AE2685_MARK LOGO: DCJOHN
 AE2685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2685+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2685
 AE2685  HISTORY     - Date     Condition        Report By
 AE2685  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2685  HISTORY     - 19990415 GOOD             USPSQD
 AE2685  HISTORY     - 20000109 GOOD             DCJOHN
 AE2685  HISTORY     - 20040714 GOOD             USPSQD
 AE2685
 AE2685                          STATION DESCRIPTION
 AE2685
 AE2685'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2685'THE STATION IS LOCATED APPROXIMATELY 10.5 MI (16.9 KM) NORTH-NORTHWEST
 AE2685'OF BROOKSVILLE, 11.9 MI (19.2 KM) SOUTHWEST OF INVERNESS, AND 16.5 MI
 AE2685'(26.6 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM THE
 AE2685'INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON BOULEVARD
 AE2685'AND STATE ROAD 700) AND COUNTY ROAD 491, PROCEED NORTH ON COUNTY ROAD
 AE2685'491 FOR 3.25 MI (5.23 KM) TO AN INTERSECTION WITH COUNTY ROAD 480
 AE2685'(ALSO KNOWN AS STAGECOACH TRAIL) . PROCEED EAST ON COUNTY ROAD 480 FOR
 AE2685'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON
 AE2685'ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE2685'MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 49.0 FT (14.9 M) NORTH
 AE2685'OF THE CENTERLINE OF COUNTY ROAD 480, 195 FT (59.4 M) EAST OF A
 AE2685'PRIVATE DRIVE MARKED WITH A MAILBOX (NO.725--H.D.GOFORT) , AND 1.3 FT
 AE2685'(0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 AE2685
 AE2685                          STATION RECOVERY (1999)
 AE2685
 AE2685'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE2685'RECOVERED IN GOOD CONDITION.
 AE2685
 AE2685                          STATION RECOVERY (2000)
 AE2685
 AE2685'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (DS)
 AE2685'RECOVERED AS DESCRIBED.
 AE2685
 AE2685                          STATION RECOVERY (2004)
 AE2685
 AE2685'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2685'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER
 AE2685'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2685'GARMIN 76(GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2670 ***********************************************************************
 AE2670  DESIGNATION -  AH13
 AE2670  PID         -  AE2670
 AE2670  STATE/COUNTY-  FL/HERNANDO
 AE2670  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2670
 AE2670                         *CURRENT SURVEY CONTROL
 AE2670  ___________________________________________________________________
 AE2670* NAD 83(1999)-  28 41 26.41131(N)    082 33 08.88958(W)     ADJUSTED  
 AE2670* NAVD 88     -         4.629  (meters)      15.19   (feet)  ADJUSTED  
 AE2670  ___________________________________________________________________
 AE2670  X           -     725,778.882 (meters)                     COMP
 AE2670  Y           -  -5,552,122.632 (meters)                     COMP
 AE2670  Z           -   3,043,860.311 (meters)                     COMP
 AE2670  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AE2670  ELLIP HEIGHT-         -22.19  (meters)          (05/31/01) GPS OBS
 AE2670  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AE2670  DYNAMIC HT  -           4.623 (meters)      15.17  (feet)  COMP
 AE2670  MODELED GRAV-     979,216.4   (mgal)                       NAVD 88
 AE2670
 AE2670  HORZ ORDER  -  FIRST
 AE2670  VERT ORDER  -  FIRST     CLASS II
 AE2670  ELLP ORDER  -  FOURTH    CLASS I
 AE2670
 AE2670.The horizontal coordinates were established by GPS observations
 AE2670.and adjusted by the National Geodetic Survey in May 2001..
 AE2670
 AE2670.The orthometric height was determined by differential leveling
 AE2670.and adjusted by the National Geodetic Survey in January 2006..
 AE2670.No vertical observational check was made to the station.
 AE2670
 AE2670.Photographs are available for this station.
 AE2670
 AE2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2670
 AE2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2670
 AE2670.The ellipsoidal height was determined by GPS observations
 AE2670.and is referenced to NAD 83.
 AE2670
 AE2670.The geoid height was determined by GEOID03.
 AE2670
 AE2670.The dynamic height is computed by dividing the NAVD 88
 AE2670.geopotential number by the normal gravity value computed on the
 AE2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2670.degrees latitude (g = 980.6199 gals.).
 AE2670
 AE2670.The modeled gravity was interpolated from observed gravity values.
 AE2670
 AE2670;                    North         East     Units Scale Factor Converg.
 AE2670;SPC FL W     -   482,872.962   146,011.226   MT  0.99997713   -0 15 54.9
 AE2670;SPC FL W     - 1,584,225.71    479,038.50   sFT  0.99997713   -0 15 54.9
 AE2670;UTM  17      - 3,174,701.885   348,331.525   MT  0.99988389   -0 44 43.6
 AE2670
 AE2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2670!SPC FL W     -   1.00000349  x   0.99997713  =   0.99998062
 AE2670!UTM  17      -   1.00000349  x   0.99988389  =   0.99988738
 AE2670
 AE2670                          SUPERSEDED SURVEY CONTROL
 AE2670
 AE2670  NAD 83(1990)-  28 41 26.40937(N)    082 33 08.88902(W) AD(       ) 1
 AE2670  ELLIP H (08/18/97)  -22.27   (m)                       GP(       ) 4 1
 AE2670
 AE2670.Superseded values are not recommended for survey control.
 AE2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2670.See file dsdata.txt to determine how the superseded data were derived.
 AE2670
 AE2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4833274702(NAD 83)
 AE2670_MARKER: DD = SURVEY DISK
 AE2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2670_STAMPING: AH 13
 AE2670_MARK LOGO: DCJOHN
 AE2670_PROJECTION: FLUSH
 AE2670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2670+STABILITY: SURFACE MOTION
 AE2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2670+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 AE2670
 AE2670  HISTORY     - Date     Condition        Report By
 AE2670  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2670  HISTORY     - 20000109 GOOD             DCJOHN
 AE2670  HISTORY     - 20040208 GOOD             FLDEP
 AE2670
 AE2670                          STATION DESCRIPTION
 AE2670
 AE2670'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2670'THE STATION IS LOCATED APPROXIMATELY 13.7 MI (22.0 KM) NORTHWEST OF
 AE2670'BROOKSVILLE, 14.8 MI (23.8 KM) SOUTH OF CRYSTAL RIVER, AND 16.9 MI
 AE2670'(27.2 KM) SOUTHWEST OF INVERNESS.-- TO REACH THE STATION FROM THE
 AE2670'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS COMMERCIAL WAY) AND US
 AE2670'HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700) , PROCEED SOUTH ON US
 AE2670'HIGHWAY 19 FOR 2.2 MI (3.5 KM) TO AN INTERSECTION WITH ZEBRA FINCH
 AE2670'AVENUE AND THE STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON ASSOC
 AE2670'SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 AE2670'FLUSH WITH THE GROUND.  THE STATION IS 64 FT (19.5 M) SOUTH OF THE
 AE2670'CENTERLINE PROJECTION OF ZEBRA FINCH AVENUE, 43.0 FT (13.1 M) EAST OF
 AE2670'THE CENTERLINE OF SOUTHBOUND US HIGHWAY 19, 35.4 FT (10.8 M) WEST OF
 AE2670'THE CENTERLINE OF NORTHBOUND US HIGHWAY 19, 34.0 FT (10.4 M) SOUTH OF
 AE2670'A NAIL AND DISC AT THE SOUTH EDGE OF AN ASPHALT MEDIAN CUT, AND 2.4 FT
 AE2670'(0.7 M) SOUTH OF A WITNESS POST.
 AE2670
 AE2670                          STATION RECOVERY (2000)
 AE2670
 AE2670'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (DS)
 AE2670'RECOVERED AS DESCRIBED.
 AE2670
 AE2670                          STATION RECOVERY (2004)
 AE2670
 AE2670'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AE2670'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH.
 AE2670' 
 AE2670'THE MARK IS ABOUT 8.3 MI SOUTH OF HOMOSASSA SPRINGS, IN SECTION 1,
 AE2670'TOWNSHIP 21 SOUTH,  RANGE 17 EAST.
 AE2670' 
 AE2670'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S.
 AE2670'HIGHWAY 19, 98 IN  HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98
 AE2670'FOR 6.1 MI TO THE INTERSECTION OF U.S.  HIGHWAY 98 ON THE LEFT AND
 AE2670'COUNTY ROAD 480 ON THE RIGHT, CONTINUE SOUTH ON U.S.  HIGHWAY 19 FOR
 AE2670'1.8 MI TO THE CITRUS-HERNANDO COUNTY LINE, CONTINUE SOUTH ON U.S.
 AE2670'HIGHWAY 19 FOR 0.3 MI TO THE MARK ON THE LEFT IN THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2687 ***********************************************************************
 AE2687  DESIGNATION -  AH14
 AE2687  PID         -  AE2687
 AE2687  STATE/COUNTY-  FL/HERNANDO
 AE2687  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2687
 AE2687                         *CURRENT SURVEY CONTROL
 AE2687  ___________________________________________________________________
 AE2687* NAD 83(1999)-  28 40 59.29421(N)    082 33 08.66908(W)     ADJUSTED  
 AE2687* NAVD 88     -         5.325  (meters)      17.47   (feet)  ADJUSTED  
 AE2687  ___________________________________________________________________
 AE2687  X           -     725,836.842 (meters)                     COMP
 AE2687  Y           -  -5,552,519.831 (meters)                     COMP
 AE2687  Z           -   3,043,128.290 (meters)                     COMP
 AE2687  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AE2687  ELLIP HEIGHT-         -21.48  (meters)          (05/31/01) GPS OBS
 AE2687  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AE2687  DYNAMIC HT  -           5.318 (meters)      17.45  (feet)  COMP
 AE2687  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 AE2687
 AE2687  HORZ ORDER  -  FIRST
 AE2687  VERT ORDER  -  FIRST     CLASS II
 AE2687  ELLP ORDER  -  FOURTH    CLASS I
 AE2687
 AE2687.The horizontal coordinates were established by GPS observations
 AE2687.and adjusted by the National Geodetic Survey in May 2001..
 AE2687
 AE2687.The orthometric height was determined by differential leveling
 AE2687.and adjusted by the National Geodetic Survey in January 2006..
 AE2687.No vertical observational check was made to the station.
 AE2687
 AE2687.Photographs are available for this station.
 AE2687
 AE2687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2687
 AE2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2687
 AE2687.The ellipsoidal height was determined by GPS observations
 AE2687.and is referenced to NAD 83.
 AE2687
 AE2687.The geoid height was determined by GEOID03.
 AE2687
 AE2687.The dynamic height is computed by dividing the NAVD 88
 AE2687.geopotential number by the normal gravity value computed on the
 AE2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2687.degrees latitude (g = 980.6199 gals.).
 AE2687
 AE2687.The modeled gravity was interpolated from observed gravity values.
 AE2687
 AE2687;                    North         East     Units Scale Factor Converg.
 AE2687;SPC FL W     -   482,038.128   146,013.348   MT  0.99997713   -0 15 54.5
 AE2687;SPC FL W     - 1,581,486.76    479,045.46   sFT  0.99997713   -0 15 54.5
 AE2687;UTM  17      - 3,173,867.140   348,326.651   MT  0.99988390   -0 44 42.9
 AE2687
 AE2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2687!SPC FL W     -   1.00000337  x   0.99997713  =   0.99998050
 AE2687!UTM  17      -   1.00000337  x   0.99988390  =   0.99988727
 AE2687
 AE2687                          SUPERSEDED SURVEY CONTROL
 AE2687
 AE2687  NAD 83(1990)-  28 40 59.29235(N)    082 33 08.66841(W) AD(       ) 1
 AE2687  ELLIP H (08/18/97)  -21.53   (m)                       GP(       ) 4 1
 AE2687
 AE2687.Superseded values are not recommended for survey control.
 AE2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2687.See file dsdata.txt to determine how the superseded data were derived.
 AE2687
 AE2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4832773867(NAD 83)
 AE2687_MARKER: DD = SURVEY DISK
 AE2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2687_STAMPING: AH 14
 AE2687_MARK LOGO: DCJOHN
 AE2687_PROJECTION: FLUSH
 AE2687_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2687+STABILITY: SURFACE MOTION
 AE2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2687+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 AE2687
 AE2687  HISTORY     - Date     Condition        Report By
 AE2687  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2687  HISTORY     - 20000109 GOOD             DCJOHN
 AE2687  HISTORY     - 20040208 GOOD             FLDEP
 AE2687
 AE2687                          STATION DESCRIPTION
 AE2687
 AE2687'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2687'THE STATION IS LOCATED APPROXIMATELY 13.3 MI (21.4 KM) NORTHWEST OF
 AE2687'BROOKSVILLE, 15.3 MI (24.6 KM) SOUTH OF CRYSTAL RIVER, AND 17.3 MI
 AE2687'(27.8 KM) SOUTHWEST OF INVERNESS.-- TO REACH THE STATION FROM THE
 AE2687'INTERSECTION OF US HIGHWAY 19, (ALSO KNOWN AS COMMERCIAL WAY) AND US
 AE2687'HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700) , PROCEED SOUTH ON US
 AE2687'HIGHWAY 19 FOR 2.7 MI (4.3 KM) TO AN INTERSECTION WITH YELLOW HAMMER
 AE2687'ROAD AND THE STATION, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN
 AE2687'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AE2687'THE STATION IS 42.3 FT (12.9 M) EAST OF THE CENTERLINE OF SOUTHBOUND
 AE2687'US HIGHWAY 19, 36.1 FT (11.0 M) WEST OF THE CENTERLINE OF NORTHBOUND
 AE2687'US HIGHWAY 19, 33.0 FT (10.1 M) NORTH OF THE NORTH EDGE OF AN ASPHALT
 AE2687'MEDIAN CUT, AND 2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST.
 AE2687
 AE2687                          STATION RECOVERY (2000)
 AE2687
 AE2687'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (DS)
 AE2687'RECOVERED AS DESCRIBED.
 AE2687
 AE2687                          STATION RECOVERY (2004)
 AE2687
 AE2687'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AE2687'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH.
 AE2687' 
 AE2687'THE MARK IS ABOUT 8.7 MI SOUTH OF HOMOSASSA SPRINGS, IN SECTION 1,
 AE2687'TOWNSHIP 21 SOUTH,  RANGE 17 EAST.
 AE2687' 
 AE2687'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S.
 AE2687'HIGHWAY 19, 98 IN  HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98
 AE2687'FOR 6.1 MI TO THE INTERSECTION OF U.S.  HIGHWAY 98 ON THE LEFT AND
 AE2687'COUNTY ROAD 480 ON THE RIGHT, CONTINUE SOUTH ON U.S.  HIGHWAY 19 FOR
 AE2687'1.8 MI TO THE CITRUS-HERNANDO COUNTY LINE, CONTINUE SOUTH ON U.S.
 AE2687'HIGHWAY 19 FOR 0.8 MI TO THE JUNCTION OF YELLOW HAMMER ROAD ON THE
 AE2687'LEFT AND THE MARK  ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2666 ***********************************************************************
 AE2666  DESIGNATION -  AH15
 AE2666  PID         -  AE2666
 AE2666  STATE/COUNTY-  FL/HERNANDO
 AE2666  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2666
 AE2666                         *CURRENT SURVEY CONTROL
 AE2666  ___________________________________________________________________
 AE2666* NAD 83(1999)-  28 39 42.36728(N)    082 31 32.49376(W)     ADJUSTED  
 AE2666* NAVD 88     -        20.8    (meters)      68.     (feet)  GPS OBS   
 AE2666  ___________________________________________________________________
 AE2666  X           -     728,575.322 (meters)                     COMP
 AE2666  Y           -  -5,553,320.909 (meters)                     COMP
 AE2666  Z           -   3,041,057.840 (meters)                     COMP
 AE2666  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AE2666  ELLIP HEIGHT-          -6.00  (meters)          (05/31/01) GPS OBS
 AE2666  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE2666
 AE2666  HORZ ORDER  -  FIRST
 AE2666  ELLP ORDER  -  FOURTH    CLASS I
 AE2666
 AE2666.The horizontal coordinates were established by GPS observations
 AE2666.and adjusted by the National Geodetic Survey in May 2001..
 AE2666
 AE2666.The orthometric height was determined by GPS observations and a
 AE2666.high-resolution geoid model.
 AE2666
 AE2666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2666
 AE2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2666
 AE2666.The ellipsoidal height was determined by GPS observations
 AE2666.and is referenced to NAD 83.
 AE2666
 AE2666.The geoid height was determined by GEOID03.
 AE2666
 AE2666;                    North         East     Units Scale Factor Converg.
 AE2666;SPC FL W     -   479,658.134   148,613.847   MT  0.99997375   -0 15 07.7
 AE2666;SPC FL W     - 1,573,678.39    487,577.26   sFT  0.99997375   -0 15 07.7
 AE2666;UTM  17      - 3,171,465.678   350,906.875   MT  0.99987433   -0 43 54.9
 AE2666
 AE2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2666!SPC FL W     -   1.00000094  x   0.99997375  =   0.99997469
 AE2666!UTM  17      -   1.00000094  x   0.99987433  =   0.99987527
 AE2666
 AE2666                          SUPERSEDED SURVEY CONTROL
 AE2666
 AE2666  NAD 83(1990)-  28 39 42.36551(N)    082 31 32.49312(W) AD(       ) 1
 AE2666  ELLIP H (08/18/97)   -6.07   (m)                       GP(       ) 4 1
 AE2666
 AE2666.Superseded values are not recommended for survey control.
 AE2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2666.See file dsdata.txt to determine how the superseded data were derived.
 AE2666
 AE2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5090771466(NAD 83)
 AE2666_MARKER: DD = SURVEY DISK
 AE2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2666_STAMPING: AH15
 AE2666_MARK LOGO: DCJOHN
 AE2666_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2666+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2666
 AE2666  HISTORY     - Date     Condition        Report By
 AE2666  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2666
 AE2666                          STATION DESCRIPTION
 AE2666
 AE2666'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2666'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) NORTHWEST OF
 AE2666'BROOKSVILLE, 16.9 MI (27.2 KM) SOUTHWEST OF INVERNESS, AND 17.1 MI
 AE2666'(27.5 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2666'FROM THE INTERSECTION OF US HIGHWAY 19 AND US HIGHWAY 98 (ALSO KNOWN
 AE2666'AS STATE ROAD 700) , PROCEED SOUTH ON US HIGHWAY 19 FOR 4.4 MI (7.1
 AE2666'KM) TO AN INTERSECTION WITH THRASHER AVENUE.  PROCEED EAST ON THRASHER
 AE2666'AVENUE FOR 0.65 MI (1.05 KM) TO AN INTERSECTION WITH MAGPIE ROAD.
 AE2666'PROCEED NORTH ON MAGPIE ROAD FOR 0.2 MI (0.3 KM) TO AN INTERSECTION
 AE2666'WITH TINAMOU AVENUE.  PROCEED EAST ON TINAMOU AVENUE (A LIMEROCK ROAD)
 AE2666'FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT, AN ALUMINUM
 AE2666'D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE2666'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 15.5 FT (4.7
 AE2666'M) NORTH OF THE CENTERLINE OF TINAMOU AVENUE, 141.99 FT (43.28 M) WEST
 AE2666'OF A POWER POLE WITH A NAIL AND DISC (LB 4514) , 132.24 FT (40.31 M)
 AE2666'EAST OF A POWER POLE WITH A NAIL AND DISC (LB 4514) , AND 1.8 FT (0.5
 AE2666'M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2686 ***********************************************************************
 AE2686  DESIGNATION -  AH16
 AE2686  PID         -  AE2686
 AE2686  STATE/COUNTY-  FL/HERNANDO
 AE2686  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2686
 AE2686                         *CURRENT SURVEY CONTROL
 AE2686  ___________________________________________________________________
 AE2686* NAD 83(1999)-  28 39 41.90691(N)    082 31 01.79156(W)     ADJUSTED  
 AE2686* NAVD 88     -        29.1    (meters)      95.     (feet)  GPS OBS   
 AE2686  ___________________________________________________________________
 AE2686  X           -     729,403.759 (meters)                     COMP
 AE2686  Y           -  -5,553,226.422 (meters)                     COMP
 AE2686  Z           -   3,041,049.418 (meters)                     COMP
 AE2686  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AE2686  ELLIP HEIGHT-           2.37  (meters)          (05/31/01) GPS OBS
 AE2686  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE2686
 AE2686  HORZ ORDER  -  FIRST
 AE2686  ELLP ORDER  -  FOURTH    CLASS I
 AE2686
 AE2686.The horizontal coordinates were established by GPS observations
 AE2686.and adjusted by the National Geodetic Survey in May 2001..
 AE2686
 AE2686.The orthometric height was determined by GPS observations and a
 AE2686.high-resolution geoid model.
 AE2686
 AE2686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2686
 AE2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2686
 AE2686.The ellipsoidal height was determined by GPS observations
 AE2686.and is referenced to NAD 83.
 AE2686
 AE2686.The geoid height was determined by GEOID03.
 AE2686
 AE2686;                    North         East     Units Scale Factor Converg.
 AE2686;SPC FL W     -   479,640.322   149,447.443   MT  0.99997270   -0 14 53.0
 AE2686;SPC FL W     - 1,573,619.96    490,312.15   sFT  0.99997270   -0 14 53.0
 AE2686;UTM  17      - 3,171,440.889   351,740.209   MT  0.99987127   -0 43 40.2
 AE2686
 AE2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2686!SPC FL W     -   0.99999963  x   0.99997270  =   0.99997233
 AE2686!UTM  17      -   0.99999963  x   0.99987127  =   0.99987090
 AE2686
 AE2686                          SUPERSEDED SURVEY CONTROL
 AE2686
 AE2686  NAD 83(1990)-  28 39 41.90515(N)    082 31 01.79092(W) AD(       ) 1
 AE2686  ELLIP H (08/18/97)    2.31   (m)                       GP(       ) 4 1
 AE2686
 AE2686.Superseded values are not recommended for survey control.
 AE2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2686.See file dsdata.txt to determine how the superseded data were derived.
 AE2686
 AE2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5174071441(NAD 83)
 AE2686_MARKER: DD = SURVEY DISK
 AE2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2686_STAMPING: AH16
 AE2686_MARK LOGO: DCJOHN
 AE2686_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2686+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2686
 AE2686  HISTORY     - Date     Condition        Report By
 AE2686  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2686
 AE2686                          STATION DESCRIPTION
 AE2686
 AE2686'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2686'THE STATION IS LOCATED APPROXIMATELY 10.7 MI (17.2 KM) NORTHWEST OF
 AE2686'BROOKSVILLE, 16.6 MI (26.7 KM) SOUTHWEST OF INVERNESS, AND 17.2 MI
 AE2686'(27.7 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2686'FROM THE INTERSECTION OF US HIGHWAY 19, (ALSO KNOWN AS COMMERCIAL WAY)
 AE2686'AND US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700) , PROCEED SOUTH ON US
 AE2686'HIGHWAY 19 FOR 4.4 MI (7.1 KM) TO AN INTERSECTION WITH THRASHER
 AE2686'AVENUE.  PROCEED EAST ON THRASHER AVENUE FOR 0.65 MI (1.05 KM) TO AN
 AE2686'INTERSECTION WITH MAGPIE ROAD.  PROCEED NORTH ON MAGPIE ROAD FOR 0.2
 AE2686'MI (0.3 KM) TO AN INTERSECTION WITH TINAMOU AVENUE.  PROCEED EAST ON
 AE2686'TINAMOU AVENUE (A DIRT/LIMEROCK ROAD) FOR 1.4 MI (2.3 KM) TO THE
 AE2686'STATION ON THE RIGHT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN
 AE2686'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AE2686'THE STATION IS 21.3 FT (6.5 M) SOUTH OF THE CENTERLINE OF TINAMOU
 AE2686'AVENUE, 18.2 FT (5.5 M) EAST OF THE CENTERLINE OF AN UNMARKED DIRT
 AE2686'ROAD, AND 16.4 FT (5.0 M) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2667 ***********************************************************************
 AE2667  DESIGNATION -  AH19
 AE2667  PID         -  AE2667
 AE2667  STATE/COUNTY-  FL/CITRUS
 AE2667  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2667
 AE2667                         *CURRENT SURVEY CONTROL
 AE2667  ___________________________________________________________________
 AE2667* NAD 83(1999)-  28 40 23.73521(N)    082 25 03.15604(W)     ADJUSTED  
 AE2667* NAVD 88     -        18.3    (meters)      60.     (feet)  GPS OBS   
 AE2667  ___________________________________________________________________
 AE2667  X           -     738,975.340 (meters)                     COMP
 AE2667  Y           -  -5,551,327.915 (meters)                     COMP
 AE2667  Z           -   3,042,174.042 (meters)                     COMP
 AE2667  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AE2667  ELLIP HEIGHT-          -8.59  (meters)          (05/31/01) GPS OBS
 AE2667  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AE2667
 AE2667  HORZ ORDER  -  FIRST
 AE2667  ELLP ORDER  -  FOURTH    CLASS I
 AE2667
 AE2667.The horizontal coordinates were established by GPS observations
 AE2667.and adjusted by the National Geodetic Survey in May 2001..
 AE2667
 AE2667.The orthometric height was determined by GPS observations and a
 AE2667.high-resolution geoid model.
 AE2667
 AE2667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2667
 AE2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2667
 AE2667.The ellipsoidal height was determined by GPS observations
 AE2667.and is referenced to NAD 83.
 AE2667
 AE2667.The geoid height was determined by GEOID03.
 AE2667
 AE2667;                    North         East     Units Scale Factor Converg.
 AE2667;SPC FL W     -   480,889.900   159,189.951   MT  0.99996172   -0 12 01.2
 AE2667;SPC FL W     - 1,577,719.61    522,275.70   sFT  0.99996172   -0 12 01.2
 AE2667;UTM  17      - 3,172,608.700   361,491.736   MT  0.99983676   -0 40 49.0
 AE2667
 AE2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2667!SPC FL W     -   1.00000135  x   0.99996172  =   0.99996307
 AE2667!UTM  17      -   1.00000135  x   0.99983676  =   0.99983811
 AE2667
 AE2667:                Primary Azimuth Mark                     Grid Az
 AE2667:SPC FL W     -  AH20                                     184 27 14.9
 AE2667:UTM  17      -  AH20                                     184 56 02.7
 AE2667
 AE2667|---------------------------------------------------------------------|
 AE2667| PID    Reference Object                     Distance      Geod. Az  |
 AE2667|                                                           dddmmss.s |
 AE2667| AE2668 AH20                                444.834 METERS 1841513.7 |
 AE2667|---------------------------------------------------------------------|
 AE2667
 AE2667                          SUPERSEDED SURVEY CONTROL
 AE2667
 AE2667  NAD 83(1990)-  28 40 23.73356(N)    082 25 03.15538(W) AD(       ) 1
 AE2667  ELLIP H (08/18/97)   -8.66   (m)                       GP(       ) 4 1
 AE2667
 AE2667.Superseded values are not recommended for survey control.
 AE2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2667.See file dsdata.txt to determine how the superseded data were derived.
 AE2667
 AE2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6149272609(NAD 83)
 AE2667_MARKER: DD = SURVEY DISK
 AE2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2667_STAMPING: AH19
 AE2667_MARK LOGO: DCJOHN
 AE2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2667+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2667
 AE2667  HISTORY     - Date     Condition        Report By
 AE2667  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2667  HISTORY     - 20040714 GOOD             USPSQD
 AE2667
 AE2667                          STATION DESCRIPTION
 AE2667
 AE2667'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2667'THE STATION IS LOCATED APPROXIMATELY 8.3 MI (13.4 KM) NORTH-NORHTWEST
 AE2667'OF BROOKSVILLE, 12.5 MI (20.1 KM) SOUTHWEST OF INVERNESS, AND 18.9 MI
 AE2667'(30.4 KM) SOUTHEAST OF CRYSTAL RIVER.  OWNERSHIP-FLORIDA ROCK
 AE2667'INDUSTRIES INC.  CONTACT JIMMY CROSSAN OR CHARLIE JONES, PHONE
 AE2667'352-796-3501.  NOTE-PERMISSION MUST BE OBTAINED BEFORE CROSSING QUARRY
 AE2667'HAUL ROAD-- TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY
 AE2667'98 (ALSO KNOWN AS PONCE DE LEON BOULEVARD AND STATE ROAD 700) AND
 AE2667'STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 6.1 MI (9.8 KM) TO
 AE2667'AN INTERSECTION WITH BRITTLE ROAD (AT THE BROOKSVILLE QUARRY SIGN) .
 AE2667'PROCEED NORTH ON BRITTLE ROAD FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION
 AE2667'WITH PARSONS ROAD (ALSO KNOWN AS 491A) .  PROCEED NORTH ON RIGHT FORK
 AE2667'(BRITTLE ROAD) FOR 0.3 MI (0.5 KM) TO AN INTERSECTION WITH TRAIL 28.
 AE2667'PROCEED EAST ON TRAIL 28 FOR 0.5 MI (0.8 KM) TO A QUARRY HAUL ROAD AND
 AE2667'THE STATION IN THE SOUTHEAST QUADRANT OF THE INTERSECTION, AN ALUMINUM
 AE2667'D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE2667'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 11.0 FT (3.4
 AE2667'M) EAST OF A TELEPHONE EQUIPTMENT BOX (NO.  59106) , 24.0 FT (7.3 M)
 AE2667'EAST AND 4.3 FT (1.3 M) NORTH OF A HOGWIRE FENCE, 3.8 FT (1.2 M) NORTH
 AE2667'OF A CARSONITE WITNESS POST.
 AE2667
 AE2667                          STATION RECOVERY (2004)
 AE2667
 AE2667'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2667'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2667'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2667'GARMIN 76(GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2668 ***********************************************************************
 AE2668  DESIGNATION -  AH20
 AE2668  PID         -  AE2668
 AE2668  STATE/COUNTY-  FL/CITRUS
 AE2668  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2668
 AE2668                         *CURRENT SURVEY CONTROL
 AE2668  ___________________________________________________________________
 AE2668* NAD 83(1999)-  28 40 09.32587(N)    082 25 04.37125(W)     ADJUSTED  
 AE2668* NAVD 88     -        24.2    (meters)      79.     (feet)  GPS OBS   
 AE2668  ___________________________________________________________________
 AE2668  X           -     738,971.405 (meters)                     COMP
 AE2668  Y           -  -5,551,548.410 (meters)                     COMP
 AE2668  Z           -   3,041,787.676 (meters)                     COMP
 AE2668  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AE2668  ELLIP HEIGHT-          -2.65  (meters)          (05/31/01) GPS OBS
 AE2668  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AE2668
 AE2668  HORZ ORDER  -  FIRST
 AE2668  ELLP ORDER  -  FOURTH    CLASS I
 AE2668
 AE2668.The horizontal coordinates were established by GPS observations
 AE2668.and adjusted by the National Geodetic Survey in May 2001..
 AE2668
 AE2668.The orthometric height was determined by GPS observations and a
 AE2668.high-resolution geoid model.
 AE2668
 AE2668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2668
 AE2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2668
 AE2668.The ellipsoidal height was determined by GPS observations
 AE2668.and is referenced to NAD 83.
 AE2668
 AE2668.The geoid height was determined by GEOID03.
 AE2668
 AE2668;                    North         East     Units Scale Factor Converg.
 AE2668;SPC FL W     -   480,446.426   159,155.406   MT  0.99996176   -0 12 01.7
 AE2668;SPC FL W     - 1,576,264.65    522,162.36   sFT  0.99996176   -0 12 01.7
 AE2668;UTM  17      - 3,172,165.587   361,453.483   MT  0.99983689   -0 40 49.2
 AE2668
 AE2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2668!SPC FL W     -   1.00000042  x   0.99996176  =   0.99996218
 AE2668!UTM  17      -   1.00000042  x   0.99983689  =   0.99983731
 AE2668
 AE2668:                Primary Azimuth Mark                     Grid Az
 AE2668:SPC FL W     -  AH19                                     004 27 14.8
 AE2668:UTM  17      -  AH19                                     004 56 02.3
 AE2668
 AE2668|---------------------------------------------------------------------|
 AE2668| PID    Reference Object                     Distance      Geod. Az  |
 AE2668|                                                           dddmmss.s |
 AE2668| AE2667 AH19                                444.834 METERS 0041513.1 |
 AE2668|---------------------------------------------------------------------|
 AE2668
 AE2668                          SUPERSEDED SURVEY CONTROL
 AE2668
 AE2668  NAD 83(1990)-  28 40 09.32422(N)    082 25 04.37059(W) AD(       ) 1
 AE2668  ELLIP H (08/18/97)   -2.72   (m)                       GP(       ) 4 1
 AE2668
 AE2668.Superseded values are not recommended for survey control.
 AE2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2668.See file dsdata.txt to determine how the superseded data were derived.
 AE2668
 AE2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6145372166(NAD 83)
 AE2668_MARKER: DD = SURVEY DISK
 AE2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2668_STAMPING: AH20
 AE2668_MARK LOGO: DCJOHN
 AE2668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2668+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AE2668
 AE2668  HISTORY     - Date     Condition        Report By
 AE2668  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2668  HISTORY     - 20040714 GOOD             USPSQD
 AE2668
 AE2668                          STATION DESCRIPTION
 AE2668
 AE2668'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2668'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) NORTH-NORTHWEST
 AE2668'OF BROOKSVILLE, 12.8 MI (20.6 KM) SOUTHWEST OF INVERNESS, AND 19.1 MI
 AE2668'(30.7 KM) SOUTHEAST OF CRYSTAL RIVER.  OWNERSHIP-FLORIDA ROCK
 AE2668'INDUSTRIES INC.  CONTACT JIMMY CROSSAN OR CHARLIE JONES, PHONE
 AE2668'352-796-3501.  NOTE-PERMISSION MUST BE OBTAINED BEFORE ENTERING QUARRY
 AE2668'HAUL ROAD-- TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY
 AE2668'98 (ALSO KNOWN AS PONCE DE LEON BOULEVARD AND STATE ROAD 700) AND
 AE2668'STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 6.1 MI (9.8 KM) TO
 AE2668'AN INTERSECTION WITH BRITTLE ROAD (AT THE BROOKSVILLE QUARRY SIGN) .
 AE2668'PROCEED NORTH ON BRITTLE ROAD FOR 2.2 MI (3.5 KM) TO A Y-INTERSECTION
 AE2668'WITH PARSONS ROAD (ALSO KNOWN AS 491A) .  PROCEED NORTH ON RIGHT FORK
 AE2668'(BRITTLE ROAD) FOR 0.3 MI (0.5 KM) TO AN INTERSECTION WITH TRAIL 28.
 AE2668'PROCEED EAST ON TRAIL 28 FOR 0.5 MI (0.8 KM) TO AN INTERSECTION WITH A
 AE2668'QUARRY HAUL ROAD.  PROCEED SOUTH ON QUARRY HAUL ROAD FOR 0.25 MI (0.40
 AE2668'KM) TO THE STATION ON THE RIGHT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY
 AE2668'DISC SET IN TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 AE2668'GROUND.  THE STATION IS 50 FT (15.2 M) WEST OF THE CENTERLINE OF
 AE2668'QUARRY HAUL ROAD, 105 FT (32.0 M) SOUTH OF THE CENTERLINE PROJECTION
 AE2668'OF EAST PERUVIAN PASTURE LANE AND 4.7 FT (1.4 M) EAST OF A BARBED WIRE
 AE2668'FENCE, 0.5 FT (15.2 CM) EAST OF A CARSONITE WITNESS POST.
 AE2668
 AE2668                          STATION RECOVERY (2004)
 AE2668
 AE2668'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AE2668'RECOVERED IN GOOD CONDITION BY THE CRYSTRAL RIVER POWER
 AE2668'SQUARDON.RECOVERED AS DESCRIBED.VERIFIED LATITUDE AND LONGITUDE BY A
 AE2668'GARMIN 76(GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2665 ***********************************************************************
 AE2665  DESIGNATION -  AH21
 AE2665  PID         -  AE2665
 AE2665  STATE/COUNTY-  FL/HERNANDO
 AE2665  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2665
 AE2665                         *CURRENT SURVEY CONTROL
 AE2665  ___________________________________________________________________
 AE2665* NAD 83(1999)-  28 38 12.75899(N)    082 30 42.34548(W)     ADJUSTED  
 AE2665* NAVD 88     -        20.8    (meters)      68.     (feet)  GPS OBS   
 AE2665  ___________________________________________________________________
 AE2665  X           -     730,097.831 (meters)                     COMP
 AE2665  Y           -  -5,554,455.011 (meters)                     COMP
 AE2665  Z           -   3,038,636.916 (meters)                     COMP
 AE2665  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AE2665  ELLIP HEIGHT-          -5.96  (meters)          (05/31/01) GPS OBS
 AE2665  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AE2665
 AE2665  HORZ ORDER  -  FIRST
 AE2665  ELLP ORDER  -  FOURTH    CLASS I
 AE2665
 AE2665.The horizontal coordinates were established by GPS observations
 AE2665.and adjusted by the National Geodetic Survey in May 2001..
 AE2665
 AE2665.The orthometric height was determined by GPS observations and a
 AE2665.high-resolution geoid model.
 AE2665
 AE2665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2665
 AE2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2665
 AE2665.The ellipsoidal height was determined by GPS observations
 AE2665.and is referenced to NAD 83.
 AE2665
 AE2665.The geoid height was determined by GEOID03.
 AE2665
 AE2665;                    North         East     Units Scale Factor Converg.
 AE2665;SPC FL W     -   476,893.632   149,963.710   MT  0.99997206   -0 14 43.0
 AE2665;SPC FL W     - 1,564,608.52    492,005.94   sFT  0.99997206   -0 14 43.0
 AE2665;UTM  17      - 3,168,690.255   352,233.418   MT  0.99986947   -0 43 28.8
 AE2665
 AE2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2665!SPC FL W     -   1.00000094  x   0.99997206  =   0.99997300
 AE2665!UTM  17      -   1.00000094  x   0.99986947  =   0.99987041
 AE2665
 AE2665                          SUPERSEDED SURVEY CONTROL
 AE2665
 AE2665  NAD 83(1990)-  28 38 12.75733(N)    082 30 42.34485(W) AD(       ) 1
 AE2665  ELLIP H (08/18/97)   -6.04   (m)                       GP(       ) 4 1
 AE2665
 AE2665.Superseded values are not recommended for survey control.
 AE2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2665.See file dsdata.txt to determine how the superseded data were derived.
 AE2665
 AE2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5223368690(NAD 83)
 AE2665_MARKER: DD = SURVEY DISK
 AE2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2665_STAMPING: AH21
 AE2665_MARK LOGO: DCJOHN
 AE2665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2665+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2665
 AE2665  HISTORY     - Date     Condition        Report By
 AE2665  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2665
 AE2665                          STATION DESCRIPTION
 AE2665
 AE2665'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2665'THE STATION IS LOCATED APPROXIMATELY 19.1 MI (30.7 KM) SOUTHEAST OF
 AE2665'CRYSTAL RIVER, 17.7 MI (28.5 KM) SOUTHWEST OF INVERNESS, AND 8.0 MI
 AE2665'(12.9 KM) NORTH-NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM
 AE2665'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700) AND
 AE2665'US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED SOUTH ON US
 AE2665'HIGHWAY 19 FOR 5.8 MI (9.3 KM) TO AN INTERSECTION WITH KNUCKEY ROAD.
 AE2665'PROCEED EAST ON KNUCKEY ROAD FOR 2.0 MI (3.2 KM) TO AN INTERSECTION
 AE2665'WITH LELANI DRIVE.  PROCEED NORTH ON LELANI DRIVE 0.05 MI (0.08 KM) TO
 AE2665'AN INTERSECTION WITH QUIGLEY AVENUE.  PROCEED EAST ON QUIGLEY AVENUE
 AE2665'FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT, AN ALUMINUM
 AE2665'D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE2665'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 29.7 FT (9.1
 AE2665'M) SOUTHEAST OF A POWER POLE, 44 FT (13.4 M) NORTH OF A GUY POLE, 19.1
 AE2665'FT (5.8 M) NORTH OF THE CENTERLINE OF QUIGLEY AVENUE, 56.2 FT (17.1 M)
 AE2665'EAST OF THE CENTERLINE OF FLEETWOOD ROAD, AND 2.1 FT (0.6 M) SOUTH OF
 AE2665'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2663 ***********************************************************************
 AE2663  DESIGNATION -  AH22
 AE2663  PID         -  AE2663
 AE2663  STATE/COUNTY-  FL/HERNANDO
 AE2663  USGS QUAD   -  CHASSAHOWITZKA (1988)
 AE2663
 AE2663                         *CURRENT SURVEY CONTROL
 AE2663  ___________________________________________________________________
 AE2663* NAD 83(1999)-  28 38 12.67618(N)    082 30 12.45978(W)     ADJUSTED  
 AE2663* NAVD 88     -        23.6    (meters)      77.     (feet)  GPS OBS   
 AE2663  ___________________________________________________________________
 AE2663  X           -     730,903.091 (meters)                     COMP
 AE2663  Y           -  -5,554,352.842 (meters)                     COMP
 AE2663  Z           -   3,038,636.034 (meters)                     COMP
 AE2663  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AE2663  ELLIP HEIGHT-          -3.13  (meters)          (05/31/01) GPS OBS
 AE2663  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AE2663
 AE2663  HORZ ORDER  -  FIRST
 AE2663  ELLP ORDER  -  FOURTH    CLASS I
 AE2663
 AE2663.The horizontal coordinates were established by GPS observations
 AE2663.and adjusted by the National Geodetic Survey in May 2001..
 AE2663
 AE2663.The orthometric height was determined by GPS observations and a
 AE2663.high-resolution geoid model.
 AE2663
 AE2663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2663
 AE2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2663
 AE2663.The ellipsoidal height was determined by GPS observations
 AE2663.and is referenced to NAD 83.
 AE2663
 AE2663.The geoid height was determined by GEOID03.
 AE2663
 AE2663;                    North         East     Units Scale Factor Converg.
 AE2663;SPC FL W     -   476,887.636   150,775.377   MT  0.99997107   -0 14 28.7
 AE2663;SPC FL W     - 1,564,588.85    494,668.88   sFT  0.99997107   -0 14 28.7
 AE2663;UTM  17      - 3,168,677.470   353,044.922   MT  0.99986652   -0 43 14.4
 AE2663
 AE2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2663!SPC FL W     -   1.00000049  x   0.99997107  =   0.99997156
 AE2663!UTM  17      -   1.00000049  x   0.99986652  =   0.99986701
 AE2663
 AE2663                          SUPERSEDED SURVEY CONTROL
 AE2663
 AE2663  NAD 83(1990)-  28 38 12.67452(N)    082 30 12.45914(W) AD(       ) 1
 AE2663  ELLIP H (08/18/97)   -3.20   (m)                       GP(       ) 4 1
 AE2663
 AE2663.Superseded values are not recommended for survey control.
 AE2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2663.See file dsdata.txt to determine how the superseded data were derived.
 AE2663
 AE2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5304568677(NAD 83)
 AE2663_MARKER: DD = SURVEY DISK
 AE2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2663_STAMPING: AH22
 AE2663_MARK LOGO: DCJOHN
 AE2663_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2663+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2663
 AE2663  HISTORY     - Date     Condition        Report By
 AE2663  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2663
 AE2663                          STATION DESCRIPTION
 AE2663
 AE2663'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2663'THE STATION IS LOCATED APPROXIMATELY 19.1 MI (30.7 KM) SOUTH-SOUTHEAST
 AE2663'OF CRYSTAL RIVER, 17.4 MI (28.0 KM) SOUTHWEST OF INVERNESS, AND 9.0 MI
 AE2663'(14.5 KM) NORTHWEST OF BROOKSVILLE.-- TO REACH THE STATION FROM THE
 AE2663'INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700) AND US
 AE2663'HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED SOUTH ON US HIGHWAY
 AE2663'19 FOR 5.8 MI (9.3 KM) TO AN INTERSECTION WITH KNUCKEY ROAD.  PROCEED
 AE2663'EAST ON KNUCKEY ROAD FOR 2.0 MI (3.2 KM) TO AN INTERSECTION WITH
 AE2663'LELANI DRIVE.  PROCEED NORTH ON LELANI DRIVE 0.05 MI (0.08 KM) TO AN
 AE2663'INTERSECTION WITH QUIGLEY AVENUE.  PROCEED EAST ON QUIGLEY AVENUE FOR
 AE2663'0.95 MI (1.53 KM) TO THE STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON
 AE2663'ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE2663'MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 65.0 FT (19.8 M)
 AE2663'SOUTHWEST OF A POWER POLE, 17.2 FT (5.2 M) NORTH OF THE CENTERLINE OF
 AE2663'QUIGLEY AVENUE, 31.0 FT (9.4 M) WEST OF THE CENTERLINE OF AN ASPHALT
 AE2663'APRON, AND 6.0 FT (1.8 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2690 ***********************************************************************
 AE2690  DESIGNATION -  AH23
 AE2690  PID         -  AE2690
 AE2690  STATE/COUNTY-  FL/HERNANDO
 AE2690  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2690
 AE2690                         *CURRENT SURVEY CONTROL
 AE2690  ___________________________________________________________________
 AE2690* NAD 83(1999)-  28 39 02.08488(N)    082 26 47.81819(W)     ADJUSTED  
 AE2690* NAVD 88     -        38.6    (meters)     127.     (feet)  GPS OBS   
 AE2690  ___________________________________________________________________
 AE2690  X           -     736,319.251 (meters)                     COMP
 AE2690  Y           -  -5,552,915.142 (meters)                     COMP
 AE2690  Z           -   3,039,978.151 (meters)                     COMP
 AE2690  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AE2690  ELLIP HEIGHT-          11.83  (meters)          (05/31/01) GPS OBS
 AE2690  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AE2690
 AE2690  HORZ ORDER  -  FIRST
 AE2690  ELLP ORDER  -  FOURTH    CLASS I
 AE2690
 AE2690.The horizontal coordinates were established by GPS observations
 AE2690.and adjusted by the National Geodetic Survey in May 2001..
 AE2690
 AE2690.The orthometric height was determined by GPS observations and a
 AE2690.high-resolution geoid model.
 AE2690
 AE2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2690
 AE2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2690
 AE2690.The ellipsoidal height was determined by GPS observations
 AE2690.and is referenced to NAD 83.
 AE2690
 AE2690.The geoid height was determined by GEOID03.
 AE2690
 AE2690;                    North         East     Units Scale Factor Converg.
 AE2690;SPC FL W     -   478,386.587   156,338.990   MT  0.99996469   -0 12 50.9
 AE2690;SPC FL W     - 1,569,506.66    512,922.17   sFT  0.99996469   -0 12 50.9
 AE2690;UTM  17      - 3,170,129.648   358,620.263   MT  0.99984668   -0 41 37.4
 AE2690
 AE2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2690!SPC FL W     -   0.99999814  x   0.99996469  =   0.99996283
 AE2690!UTM  17      -   0.99999814  x   0.99984668  =   0.99984482
 AE2690
 AE2690:                Primary Azimuth Mark                     Grid Az
 AE2690:SPC FL W     -  AH24                                     182 20 36.9
 AE2690:UTM  17      -  AH24                                     182 49 23.4
 AE2690
 AE2690|---------------------------------------------------------------------|
 AE2690| PID    Reference Object                     Distance      Geod. Az  |
 AE2690|                                                           dddmmss.s |
 AE2690| AE2691 AH24                                498.522 METERS 1820746.0 |
 AE2690|---------------------------------------------------------------------|
 AE2690
 AE2690                          SUPERSEDED SURVEY CONTROL
 AE2690
 AE2690  NAD 83(1990)-  28 39 02.08323(N)    082 26 47.81755(W) AD(       ) 1
 AE2690  ELLIP H (08/18/97)   11.76   (m)                       GP(       ) 4 1
 AE2690
 AE2690.Superseded values are not recommended for survey control.
 AE2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2690.See file dsdata.txt to determine how the superseded data were derived.
 AE2690
 AE2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5862070130(NAD 83)
 AE2690_MARKER: DD = SURVEY DISK
 AE2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2690_STAMPING: AH23
 AE2690_MARK LOGO: DCJOHN
 AE2690_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2690+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2690
 AE2690  HISTORY     - Date     Condition        Report By
 AE2690  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2690
 AE2690                          STATION DESCRIPTION
 AE2690
 AE2690'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2690'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORTHWEST OF
 AE2690'BROKKSVILLE, 14.6 MI (23.5 KM) SOUTHWEST OF INVERNESS, AND 19.4 MI
 AE2690'(31.2 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM THE
 AE2690'INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON) AND STATE
 AE2690'ROAD 50A, PROCEED NORTHERLY ON US HIGHWAY 98 FOR 7.7 MI (12.4 KM) TO
 AE2690'AN INTERSECTION WITH COUNTY ROAD 491 (ALSO KNOWN AS CITRUS WAY) AND
 AE2690'THE STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET
 AE2690'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 AE2690'GROUND.  THE STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 AE2690'AND IS 127 FT (38.7 M) EAST OF THE CENTERLINE OF COUNTY ROAD 491, 56
 AE2690'FT (17.1 M) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 98, 12 FT (3.7
 AE2690'M) NORTHEAST OF A BARBED WIRE FENCE AND 0.6 FT (18.3 CM) NORTHEAST OF
 AE2690'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2691 ***********************************************************************
 AE2691  DESIGNATION -  AH24
 AE2691  PID         -  AE2691
 AE2691  STATE/COUNTY-  FL/HERNANDO
 AE2691  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2691
 AE2691                         *CURRENT SURVEY CONTROL
 AE2691  ___________________________________________________________________
 AE2691* NAD 83(1999)-  28 38 45.90297(N)    082 26 48.50026(W)     ADJUSTED  
 AE2691* NAVD 88     -        30.0    (meters)      98.     (feet)  GPS OBS   
 AE2691  ___________________________________________________________________
 AE2691  X           -     736,331.286 (meters)                     COMP
 AE2691  Y           -  -5,553,146.822 (meters)                     COMP
 AE2691  Z           -   3,039,536.813 (meters)                     COMP
 AE2691  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AE2691  ELLIP HEIGHT-           3.18  (meters)          (05/31/01) GPS OBS
 AE2691  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AE2691
 AE2691  HORZ ORDER  -  FIRST
 AE2691  ELLP ORDER  -  FOURTH    CLASS I
 AE2691
 AE2691.The horizontal coordinates were established by GPS observations
 AE2691.and adjusted by the National Geodetic Survey in May 2001..
 AE2691
 AE2691.The orthometric height was determined by GPS observations and a
 AE2691.high-resolution geoid model.
 AE2691
 AE2691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2691
 AE2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2691
 AE2691.The ellipsoidal height was determined by GPS observations
 AE2691.and is referenced to NAD 83.
 AE2691
 AE2691.The geoid height was determined by GEOID03.
 AE2691
 AE2691;                    North         East     Units Scale Factor Converg.
 AE2691;SPC FL W     -   477,888.500   156,318.605   MT  0.99996472   -0 12 51.1
 AE2691;SPC FL W     - 1,567,872.52    512,855.29   sFT  0.99996472   -0 12 51.1
 AE2691;UTM  17      - 3,169,631.807   358,595.714   MT  0.99984676   -0 41 37.4
 AE2691
 AE2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2691!SPC FL W     -   0.99999950  x   0.99996472  =   0.99996422
 AE2691!UTM  17      -   0.99999950  x   0.99984676  =   0.99984626
 AE2691
 AE2691:                Primary Azimuth Mark                     Grid Az
 AE2691:SPC FL W     -  AH23                                     002 20 36.8
 AE2691:UTM  17      -  AH23                                     002 49 23.1
 AE2691
 AE2691|---------------------------------------------------------------------|
 AE2691| PID    Reference Object                     Distance      Geod. Az  |
 AE2691|                                                           dddmmss.s |
 AE2691| AE2690 AH23                                498.522 METERS 0020745.7 |
 AE2691|---------------------------------------------------------------------|
 AE2691
 AE2691                          SUPERSEDED SURVEY CONTROL
 AE2691
 AE2691  NAD 83(1990)-  28 38 45.90132(N)    082 26 48.49961(W) AD(       ) 1
 AE2691  ELLIP H (08/18/97)    3.11   (m)                       GP(       ) 4 1
 AE2691
 AE2691.Superseded values are not recommended for survey control.
 AE2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2691.See file dsdata.txt to determine how the superseded data were derived.
 AE2691
 AE2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5859669632(NAD 83)
 AE2691_MARKER: DD = SURVEY DISK
 AE2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2691_STAMPING: AH24
 AE2691_MARK LOGO: DCJOHN
 AE2691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2691+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2691
 AE2691  HISTORY     - Date     Condition        Report By
 AE2691  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2691
 AE2691                          STATION DESCRIPTION
 AE2691
 AE2691'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2691'THE STATION IS LOCATED APPROXIMATELY 7.1 MI (11.4 KM) NORTHWEST OF
 AE2691'BROOKSVILLE, 15.0 MI (24.1 KM) SOUTHWEST OF INVERNESS, AND 19.8 MI
 AE2691'(31.9 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2691'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON)
 AE2691'AND STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 7.7 MI (12.4
 AE2691'KM) TO AN INTERSECTION WITH COUNTY ROAD 491 (ALSO KNOWN AS CITRUS WAY)
 AE2691'.  PROCEED SOUTH ON COUNTY ROAD 491 FOR 0.3 MI (0.5 KM) TO THE STATION
 AE2691'ON THE LEFT, (EAST OF COUNTY ROAD 491) , AN ALUMINUM D.C.JOHNSON ASSOC
 AE2691'SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 AE2691'FLUSH WITH THE GROUND.  THE STATION IS 27.5 FT (8.4 M) EAST OF THE
 AE2691'CENTERLINE OF COUNTY ROAD 491, 2.8 FT (0.9 M) WEST OF A BARBED WIRE
 AE2691'FENCE, 228.5 FT (69.6 M) SOUTH OF A TRAFFIC SIGN (SUBJECT TO WATER
 AE2691'DAMAGE) , 204.5 FT (62.3 M) NORTH OF A BARBED WIRE FENCE INTERSECTION,
 AE2691'168.1 FT (51.2 M) NORTH OF A 26-INCH OAK TREE WITH A NAIL AND DISC
 AE2691'(LB4514) , AND 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2697 ***********************************************************************
 AE2697  DESIGNATION -  AH25
 AE2697  PID         -  AE2697
 AE2697  STATE/COUNTY-  FL/HERNANDO
 AE2697  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2697
 AE2697                         *CURRENT SURVEY CONTROL
 AE2697  ___________________________________________________________________
 AE2697* NAD 83(1999)-  28 37 45.85918(N)    082 23 05.41988(W)     ADJUSTED  
 AE2697* NAVD 88     -        32.5    (meters)     107.     (feet)  GPS OBS   
 AE2697  ___________________________________________________________________
 AE2697  X           -     742,454.409 (meters)                     COMP
 AE2697  Y           -  -5,553,227.496 (meters)                     COMP
 AE2697  Z           -   3,037,915.622 (meters)                     COMP
 AE2697  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AE2697  ELLIP HEIGHT-           5.66  (meters)          (05/31/01) GPS OBS
 AE2697  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AE2697
 AE2697  HORZ ORDER  -  FIRST
 AE2697  ELLP ORDER  -  FOURTH    CLASS I
 AE2697
 AE2697.The horizontal coordinates were established by GPS observations
 AE2697.and adjusted by the National Geodetic Survey in May 2001..
 AE2697
 AE2697.The orthometric height was determined by GPS observations and a
 AE2697.high-resolution geoid model.
 AE2697
 AE2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2697
 AE2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2697
 AE2697.The ellipsoidal height was determined by GPS observations
 AE2697.and is referenced to NAD 83.
 AE2697
 AE2697.The geoid height was determined by GEOID03.
 AE2697
 AE2697;                    North         East     Units Scale Factor Converg.
 AE2697;SPC FL W     -   476,018.996   162,370.813   MT  0.99995864   -0 11 03.8
 AE2697;SPC FL W     - 1,561,738.99    532,711.58   sFT  0.99995864   -0 11 03.8
 AE2697;UTM  17      - 3,167,711.973   364,631.312   MT  0.99982615   -0 39 49.1
 AE2697
 AE2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2697!SPC FL W     -   0.99999911  x   0.99995864  =   0.99995775
 AE2697!UTM  17      -   0.99999911  x   0.99982615  =   0.99982526
 AE2697
 AE2697:                Primary Azimuth Mark                     Grid Az
 AE2697:SPC FL W     -  AH26                                     088 50 09.6
 AE2697:UTM  17      -  AH26                                     089 18 54.9
 AE2697
 AE2697|---------------------------------------------------------------------|
 AE2697| PID    Reference Object                     Distance      Geod. Az  |
 AE2697|                                                           dddmmss.s |
 AE2697| AE2698 AH26                                441.149 METERS 0883905.8 |
 AE2697|---------------------------------------------------------------------|
 AE2697
 AE2697                          SUPERSEDED SURVEY CONTROL
 AE2697
 AE2697  NAD 83(1990)-  28 37 45.85753(N)    082 23 05.41924(W) AD(       ) 1
 AE2697  ELLIP H (08/18/97)    5.58   (m)                       GP(       ) 4 1
 AE2697
 AE2697.Superseded values are not recommended for survey control.
 AE2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2697.See file dsdata.txt to determine how the superseded data were derived.
 AE2697
 AE2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6463167712(NAD 83)
 AE2697_MARKER: DD = SURVEY DISK
 AE2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2697_STAMPING: AH25
 AE2697_MARK LOGO: DCJOHN
 AE2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2697+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2697
 AE2697  HISTORY     - Date     Condition        Report By
 AE2697  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2697
 AE2697                          STATION DESCRIPTION
 AE2697
 AE2697'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2697'THE STATION IS LOCATED APPROXIMATELY 5.1 MI (8.2 KM) NORTH OF
 AE2697'BROOKSVILLE, 14.6 MI (23.5 KM) SOUTH-SOUTHWEST OF INVERNESS, AND 22.6
 AE2697'MI (36.4 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM
 AE2697'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON) AND
 AE2697'STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 5.55 MI (8.93 KM)
 AE2697'TO AN INTERSECTION WITH COUNTY ROAD 476.  PROCEED EAST ON COUNTY ROAD
 AE2697'476 FOR 2.35 MI (3.78 KM) TO THE STATION ON THE LEFT, AN ALUMINUM
 AE2697'D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE2697'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 27.0 FT (8.2
 AE2697'M) NORTH OF THE CENTERLINE OF COUNTY ROAD 476, 0.5 FT (15.2 CM) SOUTH
 AE2697'OF A WOOD FENCE, 54.2 FT (16.5 M) EAST OF A POWER POLE, AND 1.6 FT
 AE2697'(0.5 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2698 ***********************************************************************
 AE2698  DESIGNATION -  AH26
 AE2698  PID         -  AE2698
 AE2698  STATE/COUNTY-  FL/HERNANDO
 AE2698  USGS QUAD   -  BROOKSVILLE NW (1988)
 AE2698
 AE2698                         *CURRENT SURVEY CONTROL
 AE2698  ___________________________________________________________________
 AE2698* NAD 83(1999)-  28 37 46.19611(N)    082 22 49.18316(W)     ADJUSTED  
 AE2698* NAVD 88     -        35.3    (meters)     116.     (feet)  GPS OBS   
 AE2698  ___________________________________________________________________
 AE2698  X           -     742,891.210 (meters)                     COMP
 AE2698  Y           -  -5,553,166.535 (meters)                     COMP
 AE2698  Z           -   3,037,926.063 (meters)                     COMP
 AE2698  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AE2698  ELLIP HEIGHT-           8.45  (meters)          (05/31/01) GPS OBS
 AE2698  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AE2698
 AE2698  HORZ ORDER  -  FIRST
 AE2698  ELLP ORDER  -  FOURTH    CLASS I
 AE2698
 AE2698.The horizontal coordinates were established by GPS observations
 AE2698.and adjusted by the National Geodetic Survey in May 2001..
 AE2698
 AE2698.The orthometric height was determined by GPS observations and a
 AE2698.high-resolution geoid model.
 AE2698
 AE2698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2698
 AE2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2698
 AE2698.The ellipsoidal height was determined by GPS observations
 AE2698.and is referenced to NAD 83.
 AE2698
 AE2698.The geoid height was determined by GEOID03.
 AE2698
 AE2698;                    North         East     Units Scale Factor Converg.
 AE2698;SPC FL W     -   476,027.957   162,811.852   MT  0.99995824   -0 10 56.0
 AE2698;SPC FL W     - 1,561,768.39    534,158.55   sFT  0.99995824   -0 10 56.0
 AE2698;UTM  17      - 3,167,717.245   365,072.352   MT  0.99982468   -0 39 41.3
 AE2698
 AE2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2698!SPC FL W     -   0.99999867  x   0.99995824  =   0.99995691
 AE2698!UTM  17      -   0.99999867  x   0.99982468  =   0.99982335
 AE2698
 AE2698:                Primary Azimuth Mark                     Grid Az
 AE2698:SPC FL W     -  AH25                                     268 50 09.5
 AE2698:UTM  17      -  AH25                                     269 18 54.8
 AE2698
 AE2698|---------------------------------------------------------------------|
 AE2698| PID    Reference Object                     Distance      Geod. Az  |
 AE2698|                                                           dddmmss.s |
 AE2698| AE2697 AH25                                441.149 METERS 2683913.5 |
 AE2698|---------------------------------------------------------------------|
 AE2698
 AE2698                          SUPERSEDED SURVEY CONTROL
 AE2698
 AE2698  NAD 83(1990)-  28 37 46.19446(N)    082 22 49.18252(W) AD(       ) 1
 AE2698  ELLIP H (08/18/97)    8.38   (m)                       GP(       ) 4 1
 AE2698
 AE2698.Superseded values are not recommended for survey control.
 AE2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2698.See file dsdata.txt to determine how the superseded data were derived.
 AE2698
 AE2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6507267717(NAD 83)
 AE2698_MARKER: DD = SURVEY DISK
 AE2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2698_STAMPING: AH26
 AE2698_MARK LOGO: DCJOHN
 AE2698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2698+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2698
 AE2698  HISTORY     - Date     Condition        Report By
 AE2698  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2698
 AE2698                          STATION DESCRIPTION
 AE2698
 AE2698'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2698'THE STATION IS LOCATED APPROXIMATELY 5.2 MI (8.4 KM) NORTH OF
 AE2698'BROOKSVILLE, 14.5 MI (23.3 KM) SOUTH-SOUTHWEST OF INVERNESS, AND 22.8
 AE2698'MI (36.7 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM
 AE2698'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON) AND
 AE2698'STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 5.55 MI (8.93 KM)
 AE2698'TO AN INTERSECTION WITH COUNTY ROAD 476 (ALSO KNOWN AS LAKE LINDSEY
 AE2698'ROAD) .  PROCEED EAST ON COUNTY ROAD 476 FOR 2.65 TO AN INTERSECTION
 AE2698'WITH OLD CRYSTAL RIVER ROAD AND THE STATION ON THE LEFT, AN ALUMINUM
 AE2698'D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE2698'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS IN THE
 AE2698'NORTHWEST QUADRANT OF THE INTERSECTION AND IS 37.0 FT (11.3 M) WEST OF
 AE2698'THE CENTERLINE OF OLD CRYSTAL RIVER ROAD, 27.9 FT (8.5 M) NORTH OF THE
 AE2698'CENTERLINE OF COUNTY ROAD 476, 4.1 FT (1.2 M) SOUTH OF A WOOD FENCE,
 AE2698'21.3 FT (6.5 M) WEST OF A FENCE CORNER, AND 2.3 FT (0.7 M) WEST OF A
 AE2698'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2689 ***********************************************************************
 AE2689  DESIGNATION -  AH27
 AE2689  PID         -  AE2689
 AE2689  STATE/COUNTY-  FL/HERNANDO
 AE2689  USGS QUAD   -  BROOKSVILLE (1988)
 AE2689
 AE2689                         *CURRENT SURVEY CONTROL
 AE2689  ___________________________________________________________________
 AE2689* NAD 83(1999)-  28 37 09.21690(N)    082 24 44.00408(W)     ADJUSTED  
 AE2689* NAVD 88     -        25.1    (meters)      82.     (feet)  GPS OBS   
 AE2689  ___________________________________________________________________
 AE2689  X           -     739,870.663 (meters)                     COMP
 AE2689  Y           -  -5,554,110.965 (meters)                     COMP
 AE2689  Z           -   3,036,921.880 (meters)                     COMP
 AE2689  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AE2689  ELLIP HEIGHT-          -1.74  (meters)          (05/31/01) GPS OBS
 AE2689  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE2689
 AE2689  HORZ ORDER  -  FIRST
 AE2689  ELLP ORDER  -  FOURTH    CLASS I
 AE2689
 AE2689.The horizontal coordinates were established by GPS observations
 AE2689.and adjusted by the National Geodetic Survey in May 2001..
 AE2689
 AE2689.The orthometric height was determined by GPS observations and a
 AE2689.high-resolution geoid model.
 AE2689
 AE2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2689
 AE2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2689
 AE2689.The ellipsoidal height was determined by GPS observations
 AE2689.and is referenced to NAD 83.
 AE2689
 AE2689.The geoid height was determined by GEOID03.
 AE2689
 AE2689;                    North         East     Units Scale Factor Converg.
 AE2689;SPC FL W     -   474,899.902   159,689.269   MT  0.99996122   -0 11 50.8
 AE2689;SPC FL W     - 1,558,067.43    523,913.88   sFT  0.99996122   -0 11 50.8
 AE2689;UTM  17      - 3,166,615.485   361,940.851   MT  0.99983523   -0 40 35.6
 AE2689
 AE2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2689!SPC FL W     -   1.00000027  x   0.99996122  =   0.99996149
 AE2689!UTM  17      -   1.00000027  x   0.99983523  =   0.99983550
 AE2689
 AE2689|---------------------------------------------------------------------|
 AE2689| PID    Reference Object                     Distance      Geod. Az  |
 AE2689|                                                           dddmmss.s |
 AE2689| AE2688 AH28                                362.945 METERS 13223     |
 AE2689|---------------------------------------------------------------------|
 AE2689
 AE2689                          SUPERSEDED SURVEY CONTROL
 AE2689
 AE2689  NAD 83(1990)-  28 37 09.21524(N)    082 24 44.00344(W) AD(       ) 1
 AE2689  ELLIP H (08/18/97)   -1.81   (m)                       GP(       ) 4 1
 AE2689
 AE2689.Superseded values are not recommended for survey control.
 AE2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2689.See file dsdata.txt to determine how the superseded data were derived.
 AE2689
 AE2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6194166615(NAD 83)
 AE2689_MARKER: DD = SURVEY DISK
 AE2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2689_STAMPING: AH27
 AE2689_MARK LOGO: DCJOHN
 AE2689_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2689+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2689
 AE2689  HISTORY     - Date     Condition        Report By
 AE2689  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2689
 AE2689                          STATION DESCRIPTION
 AE2689
 AE2689'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2689'THE STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTH-NORTHWEST
 AE2689'OF BROOKSVILLE, 15.9 MI (25.6 KM) SOUTH-SOUTHWEST OF INVERNESS, AND
 AE2689'22.4 MI (36.0 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2689'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON)
 AE2689'AND STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 4.35 MI (7.00
 AE2689'KM) TO AN ACCESS ROAD TO A WEIGH STATION.  PROCEED NORTH ON WEIGH
 AE2689'STATION ACCESS ROAD FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT,
 AE2689'AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2689'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 28.0
 AE2689'FT (8.5 M) EAST OF THE CENTERLINE OF US HIGHWAY 98, 30.0 FT (9.1 M)
 AE2689'WEST OF THE CENTERLINE OF THE WEIGH STATION ACCESS ROAD, 20.2 FT (6.2
 AE2689'M) SOUTH-SOUTHWEST OF A TRAFFIC SIGN (WRONG WAY) , 29.5 FT (9.0 M)
 AE2689'SOUTH OF THE NORTH END OF A GRASS MEDIAN, AND 1.5 FT (0.5 M) WEST OF A
 AE2689'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2688 ***********************************************************************
 AE2688  DESIGNATION -  AH28
 AE2688  PID         -  AE2688
 AE2688  STATE/COUNTY-  FL/HERNANDO
 AE2688  USGS QUAD   -  BROOKSVILLE (1988)
 AE2688
 AE2688                         *CURRENT SURVEY CONTROL
 AE2688  ___________________________________________________________________
 AE2688* NAD 83(1999)-  28 37 01.27099(N)    082 24 34.13408(W)     ADJUSTED  
 AE2688* NAVD 88     -        23.9    (meters)      78.     (feet)  GPS OBS   
 AE2688  ___________________________________________________________________
 AE2688  X           -     740,151.781 (meters)                     COMP
 AE2688  Y           -  -5,554,190.737 (meters)                     COMP
 AE2688  Z           -   3,036,706.616 (meters)                     COMP
 AE2688  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AE2688  ELLIP HEIGHT-          -2.84  (meters)          (05/31/01) GPS OBS
 AE2688  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE2688
 AE2688  HORZ ORDER  -  FIRST
 AE2688  ELLP ORDER  -  FOURTH    CLASS I
 AE2688
 AE2688.The horizontal coordinates were established by GPS observations
 AE2688.and adjusted by the National Geodetic Survey in May 2001..
 AE2688
 AE2688.The orthometric height was determined by GPS observations and a
 AE2688.high-resolution geoid model.
 AE2688
 AE2688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2688
 AE2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2688
 AE2688.The ellipsoidal height was determined by GPS observations
 AE2688.and is referenced to NAD 83.
 AE2688
 AE2688.The geoid height was determined by GEOID03.
 AE2688
 AE2688;                    North         East     Units Scale Factor Converg.
 AE2688;SPC FL W     -   474,654.369   159,956.538   MT  0.99996096   -0 11 46.0
 AE2688;SPC FL W     - 1,557,261.88    524,790.74   sFT  0.99996096   -0 11 46.0
 AE2688;UTM  17      - 3,166,367.758   362,206.024   MT  0.99983432   -0 40 30.7
 AE2688
 AE2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2688!SPC FL W     -   1.00000045  x   0.99996096  =   0.99996141
 AE2688!UTM  17      -   1.00000045  x   0.99983432  =   0.99983477
 AE2688
 AE2688|---------------------------------------------------------------------|
 AE2688| PID    Reference Object                     Distance      Geod. Az  |
 AE2688|                                                           dddmmss.s |
 AE2688| AE2689 AH27                                362.945 METERS 31223     |
 AE2688|---------------------------------------------------------------------|
 AE2688
 AE2688                          SUPERSEDED SURVEY CONTROL
 AE2688
 AE2688  NAD 83(1990)-  28 37 01.26934(N)    082 24 34.13344(W) AD(       ) 1
 AE2688  ELLIP H (08/18/97)   -2.91   (m)                       GP(       ) 4 1
 AE2688
 AE2688.Superseded values are not recommended for survey control.
 AE2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2688.See file dsdata.txt to determine how the superseded data were derived.
 AE2688
 AE2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6220666368(NAD 83)
 AE2688_MARKER: DD = SURVEY DISK
 AE2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2688_STAMPING: AH28
 AE2688_MARK LOGO: DCJOHN
 AE2688_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2688+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2688
 AE2688  HISTORY     - Date     Condition        Report By
 AE2688  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2688
 AE2688                          STATION DESCRIPTION
 AE2688
 AE2688'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2688'THE STATION IS LOCATED APPROXIMATELY 4.3 MI (6.9 KM) NORTH-NORTHWEST
 AE2688'OF BROOKSVILLE, 16.0 MI (25.7 KM) SOUTH-SOUTHWEST OF INVERNESS, AND
 AE2688'22.7 MI (36.5 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2688'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON)
 AE2688'AND STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 4.35 MI (7.00
 AE2688'KM) TO AN ACCESS ROAD TO A WEIGH STATION AND THE STATION, AN ALUMINUM
 AE2688'D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE2688'CONCRETE MONUMENT FLUSH WITH THE GROUND. THE STATION IS 35.0 FT (10.7
 AE2688'M) EAST OF THE CENTERLINE OF US HIGHWAY 98, 20.0 FT (6.1 M) WEST OF
 AE2688'THE CENTERLINE OF THE WEIGH STATION ACCESS ROAD, 23.6 FT (7.2 M)
 AE2688'SOUTHWEST OF A TRAFFIC SIGN (WRONG WAY) , 193.7 FT (59.0 M) NORTH OF
 AE2688'THE SOUTH END OF A GRASS MEDIAN, AND 1.9 FT (0.6 M) SOUTH OF A
 AE2688'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2693 ***********************************************************************
 AE2693  DESIGNATION -  AH29
 AE2693  PID         -  AE2693
 AE2693  STATE/COUNTY-  FL/HERNANDO
 AE2693  USGS QUAD   -  WEEKI WACHEE SPRING (1988)
 AE2693
 AE2693                         *CURRENT SURVEY CONTROL
 AE2693  ___________________________________________________________________
 AE2693* NAD 83(1999)-  28 36 52.22873(N)    082 31 01.25328(W)     ADJUSTED  
 AE2693* NAVD 88     -        17.4    (meters)      57.     (feet)  GPS OBS   
 AE2693  ___________________________________________________________________
 AE2693  X           -     729,742.970 (meters)                     COMP
 AE2693  Y           -  -5,555,696.676 (meters)                     COMP
 AE2693  Z           -   3,036,459.170 (meters)                     COMP
 AE2693  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AE2693  ELLIP HEIGHT-          -9.26  (meters)          (05/31/01) GPS OBS
 AE2693  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AE2693
 AE2693  HORZ ORDER  -  FIRST
 AE2693  ELLP ORDER  -  FOURTH    CLASS I
 AE2693
 AE2693.The horizontal coordinates were established by GPS observations
 AE2693.and adjusted by the National Geodetic Survey in May 2001..
 AE2693
 AE2693.The orthometric height was determined by GPS observations and a
 AE2693.high-resolution geoid model.
 AE2693
 AE2693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2693
 AE2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2693
 AE2693.The ellipsoidal height was determined by GPS observations
 AE2693.and is referenced to NAD 83.
 AE2693
 AE2693.The geoid height was determined by GEOID03.
 AE2693
 AE2693;                    North         East     Units Scale Factor Converg.
 AE2693;SPC FL W     -   474,416.728   149,439.467   MT  0.99997271   -0 14 51.4
 AE2693;SPC FL W     - 1,556,482.22    490,285.98   sFT  0.99997271   -0 14 51.4
 AE2693;UTM  17      - 3,166,218.074   351,688.533   MT  0.99987146   -0 43 35.9
 AE2693
 AE2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2693!SPC FL W     -   1.00000145  x   0.99997271  =   0.99997416
 AE2693!UTM  17      -   1.00000145  x   0.99987146  =   0.99987291
 AE2693
 AE2693                          SUPERSEDED SURVEY CONTROL
 AE2693
 AE2693  NAD 83(1990)-  28 36 52.22712(N)    082 31 01.25264(W) AD(       ) 1
 AE2693  ELLIP H (08/18/97)   -9.33   (m)                       GP(       ) 4 1
 AE2693
 AE2693.Superseded values are not recommended for survey control.
 AE2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2693.See file dsdata.txt to determine how the superseded data were derived.
 AE2693
 AE2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5168966218(NAD 83)
 AE2693_MARKER: DD = SURVEY DISK
 AE2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2693_STAMPING: AH29
 AE2693_MARK LOGO: DCJOHN
 AE2693_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2693+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2693
 AE2693  HISTORY     - Date     Condition        Report By
 AE2693  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2693
 AE2693                          STATION DESCRIPTION
 AE2693
 AE2693'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2693'THE STATION IS LOCATED APPROXIMATELY 8.9 MI (14.3 KM) NORTHWEST OF
 AE2693'BROOKSVILLE, 19.1 MI (30.7 KM) SOUTHWEST OF INVERNESS, AND 20.2 MI
 AE2693'(32.5 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2693'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700)
 AE2693'AND US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED SOUTH ON US
 AE2693'HIGHWAY 19 FOR 7.4 MI (11.9 KM) TO AN INTERSECTION WITH CENTRALIA ROAD
 AE2693'(ALSO KNOWN AS COUNTY ROAD 476) . PROCEED EAST ON CENTRALIA ROAD FOR
 AE2693'2.1 MI (3.4 KM) TO AN INTERSECTION WITH LELANI DRIVE AND THE STATION
 AE2693'ON THE LEFT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP
 AE2693'OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 AE2693'STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION AND IS 51.0
 AE2693'FT (15.5 M) EAST OF THE CENTERLINE OF LELANI DRIVE, 47.0 FT (14.3 M)
 AE2693'NORTH OF THE CENTERLINE OF CENTRALIA ROAD, 24.0 FT (7.3 M) NORTHEAST
 AE2693'OF AN X-CUT IN THE WEST SIDE OF A BOX CULVERT, AND 1.7 FT (0.5 M)
 AE2693'SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2692 ***********************************************************************
 AE2692  DESIGNATION -  AH30
 AE2692  PID         -  AE2692
 AE2692  STATE/COUNTY-  FL/HERNANDO
 AE2692  USGS QUAD   -  WEEKI WACHEE SPRING (1988)
 AE2692
 AE2692                         *CURRENT SURVEY CONTROL
 AE2692  ___________________________________________________________________
 AE2692* NAD 83(1999)-  28 36 50.89668(N)    082 30 30.78578(W)     ADJUSTED  
 AE2692* NAVD 88     -        17.7    (meters)      58.     (feet)  GPS OBS   
 AE2692  ___________________________________________________________________
 AE2692  X           -     730,566.195 (meters)                     COMP
 AE2692  Y           -  -5,555,608.584 (meters)                     COMP
 AE2692  Z           -   3,036,423.328 (meters)                     COMP
 AE2692  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AE2692  ELLIP HEIGHT-          -8.93  (meters)          (05/31/01) GPS OBS
 AE2692  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AE2692
 AE2692  HORZ ORDER  -  FIRST
 AE2692  ELLP ORDER  -  FOURTH    CLASS I
 AE2692
 AE2692.The horizontal coordinates were established by GPS observations
 AE2692.and adjusted by the National Geodetic Survey in May 2001..
 AE2692
 AE2692.The orthometric height was determined by GPS observations and a
 AE2692.high-resolution geoid model.
 AE2692
 AE2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2692
 AE2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2692
 AE2692.The ellipsoidal height was determined by GPS observations
 AE2692.and is referenced to NAD 83.
 AE2692
 AE2692.The geoid height was determined by GEOID03.
 AE2692
 AE2692;                    North         East     Units Scale Factor Converg.
 AE2692;SPC FL W     -   474,372.173   150,266.948   MT  0.99997169   -0 14 36.8
 AE2692;SPC FL W     - 1,556,336.04    493,000.81   sFT  0.99997169   -0 14 36.8
 AE2692;UTM  17      - 3,166,166.608   352,515.527   MT  0.99986844   -0 43 21.3
 AE2692
 AE2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2692!SPC FL W     -   1.00000140  x   0.99997169  =   0.99997309
 AE2692!UTM  17      -   1.00000140  x   0.99986844  =   0.99986984
 AE2692
 AE2692                          SUPERSEDED SURVEY CONTROL
 AE2692
 AE2692  NAD 83(1990)-  28 36 50.89508(N)    082 30 30.78515(W) AD(       ) 1
 AE2692  ELLIP H (08/18/97)   -9.00   (m)                       GP(       ) 4 1
 AE2692
 AE2692.Superseded values are not recommended for survey control.
 AE2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2692.See file dsdata.txt to determine how the superseded data were derived.
 AE2692
 AE2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5251666167(NAD 83)
 AE2692_MARKER: DD = SURVEY DISK
 AE2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2692_STAMPING: AH30
 AE2692_MARK LOGO: DCJOHN
 AE2692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2692+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2692
 AE2692  HISTORY     - Date     Condition        Report By
 AE2692  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2692
 AE2692                          STATION DESCRIPTION
 AE2692
 AE2692'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2692'THE STATION IS LOCATED APPROXIMATELY 8.4 MI (13.5 KM) NORTHWEST OF
 AE2692'BROOKSVILLE, 18.8 MI (30.3 KM) SOUTHWEST OF INVERNESS, AND 20.4 MI
 AE2692'(32.8 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2692'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700)
 AE2692'AND US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED SOUTH ON US
 AE2692'HIGHWAY 19 FOR 7.4 MI (11.9 KM) TO AN INTERSECTION WITH CENTRALIA ROAD
 AE2692'(ALSO KNOWN AS COUNTY ROAD 476) . PROCEED EAST ON CENTRALIA ROAD FOR
 AE2692'2.6 MI (4.2 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM D.C.JOHNSON
 AE2692'ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE2692'MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 62.5 FT (19.1 M) SOUTH
 AE2692'OF THE CENTERLINE OF CENTRALIA ROAD, 2.4 FT (0.7 M) NORTH OF A BARBED
 AE2692'WIRE FENCE, 178.73 FT (54.48 M) SOUTHEAST OF A POWER POLE WITH A NAIL
 AE2692'AND DISC (LB4514) , 181.15 EAST OF A POWER POLE WITH A NAIL AND DISC
 AE2692'(LB4514) , AND 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2694 ***********************************************************************
 AE2694  DESIGNATION -  AH31
 AE2694  PID         -  AE2694
 AE2694  STATE/COUNTY-  FL/HERNANDO
 AE2694  USGS QUAD   -  BROOKSVILLE (1988)
 AE2694
 AE2694                         *CURRENT SURVEY CONTROL
 AE2694  ___________________________________________________________________
 AE2694* NAD 83(1999)-  28 36 51.05860(N)    082 29 24.15402(W)     ADJUSTED  
 AE2694* NAVD 88     -        33.2    (meters)     109.     (feet)  GPS OBS   
 AE2694  ___________________________________________________________________
 AE2694  X           -     732,362.301 (meters)                     COMP
 AE2694  Y           -  -5,555,383.372 (meters)                     COMP
 AE2694  Z           -   3,036,435.103 (meters)                     COMP
 AE2694  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AE2694  ELLIP HEIGHT-           6.52  (meters)          (05/31/01) GPS OBS
 AE2694  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AE2694
 AE2694  HORZ ORDER  -  FIRST
 AE2694  ELLP ORDER  -  FOURTH    CLASS I
 AE2694
 AE2694.The horizontal coordinates were established by GPS observations
 AE2694.and adjusted by the National Geodetic Survey in May 2001..
 AE2694
 AE2694.The orthometric height was determined by GPS observations and a
 AE2694.high-resolution geoid model.
 AE2694
 AE2694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2694
 AE2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2694
 AE2694.The ellipsoidal height was determined by GPS observations
 AE2694.and is referenced to NAD 83.
 AE2694
 AE2694.The geoid height was determined by GEOID03.
 AE2694
 AE2694;                    North         East     Units Scale Factor Converg.
 AE2694;SPC FL W     -   474,369.603   152,077.036   MT  0.99996951   -0 14 04.9
 AE2694;SPC FL W     - 1,556,327.61    498,939.41   sFT  0.99996951   -0 14 04.9
 AE2694;UTM  17      - 3,166,148.907   354,325.340   MT  0.99986189   -0 42 49.4
 AE2694
 AE2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2694!SPC FL W     -   0.99999898  x   0.99996951  =   0.99996849
 AE2694!UTM  17      -   0.99999898  x   0.99986189  =   0.99986087
 AE2694
 AE2694                          SUPERSEDED SURVEY CONTROL
 AE2694
 AE2694  NAD 83(1990)-  28 36 51.05700(N)    082 29 24.15338(W) AD(       ) 1
 AE2694  ELLIP H (08/18/97)    6.44   (m)                       GP(       ) 4 1
 AE2694
 AE2694.Superseded values are not recommended for survey control.
 AE2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2694.See file dsdata.txt to determine how the superseded data were derived.
 AE2694
 AE2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5432566149(NAD 83)
 AE2694_MARKER: DD = SURVEY DISK
 AE2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2694_STAMPING: AH31
 AE2694_MARK LOGO: DCJOHN
 AE2694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2694+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2694
 AE2694  HISTORY     - Date     Condition        Report By
 AE2694  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2694
 AE2694                          STATION DESCRIPTION
 AE2694
 AE2694'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2694'THE STATION IS LOCATED APPROXIMATELY 7.4 MI (11.9 KM) NORTHWEST OF
 AE2694'BROOKSVILLE, 18.1 MI (29.1 KM) SOUTHWEST OF INVERNESS, AND 20.7 MI
 AE2694'(33.3 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2694'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700)
 AE2694'AND US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED SOUTH ON US
 AE2694'HIGHWAY 19 FOR 7.4 MI (11.9 KM) TO AN INTERSECTION WITH CENTRALIA ROAD
 AE2694'(ALSO KNOWN AS COUNTY ROAD 476) . PROCEED EAST ON CENTRALIA ROAD FOR
 AE2694'3.75 MI (6.03 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM D.C.JOHNSON
 AE2694'ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE2694'MONUMENT FLUSH WITH THE GROUND. THE STATION IS 50.0 FT (15.2 M) SOUTH
 AE2694'OF THE CENTERLILNE OF CENTRALIA ROAD, 10.2 FT (3.1 M) NORTH OF A WOOD
 AE2694'FENCE, 310.0 FT (94.5 M) EAST OF THE CENTERLINE OF A PRIVATE ASPHALT
 AE2694'DRIVE, 476.7 FT (145.3 M) WEST OF THE CENTERLINE OF LIMEROCK ROAD,
 AE2694'160.3 FT (48.9 M) WEST-NORTHWEST OF A BARBED WIRE/WOOD FENCE
 AE2694'INTERSECTION, 286.4 FT (87.3 M) EAST-NORTHEAST OF A WOOD FENCE CORNER,
 AE2694'AND 9.6 FT (2.9 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2695 ***********************************************************************
 AE2695  DESIGNATION -  AH32
 AE2695  PID         -  AE2695
 AE2695  STATE/COUNTY-  FL/HERNANDO
 AE2695  USGS QUAD   -  BROOKSVILLE (1988)
 AE2695
 AE2695                         *CURRENT SURVEY CONTROL
 AE2695  ___________________________________________________________________
 AE2695* NAD 83(1999)-  28 36 52.00519(N)    082 28 47.11351(W)     ADJUSTED  
 AE2695* NAVD 88     -        30.5    (meters)     100.     (feet)  GPS OBS   
 AE2695  ___________________________________________________________________
 AE2695  X           -     733,357.772 (meters)                     COMP
 AE2695  Y           -  -5,555,235.563 (meters)                     COMP
 AE2695  Z           -   3,036,459.383 (meters)                     COMP
 AE2695  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AE2695  ELLIP HEIGHT-           3.80  (meters)          (05/31/01) GPS OBS
 AE2695  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AE2695
 AE2695  HORZ ORDER  -  FIRST
 AE2695  ELLP ORDER  -  FOURTH    CLASS I
 AE2695
 AE2695.The horizontal coordinates were established by GPS observations
 AE2695.and adjusted by the National Geodetic Survey in May 2001..
 AE2695
 AE2695.The orthometric height was determined by GPS observations and a
 AE2695.high-resolution geoid model.
 AE2695
 AE2695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2695
 AE2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2695
 AE2695.The ellipsoidal height was determined by GPS observations
 AE2695.and is referenced to NAD 83.
 AE2695
 AE2695.The geoid height was determined by GEOID03.
 AE2695
 AE2695;                    North         East     Units Scale Factor Converg.
 AE2695;SPC FL W     -   474,394.666   153,083.365   MT  0.99996833   -0 13 47.2
 AE2695;SPC FL W     - 1,556,409.83    502,241.01   sFT  0.99996833   -0 13 47.2
 AE2695;UTM  17      - 3,166,165.553   355,331.734   MT  0.99985829   -0 42 31.7
 AE2695
 AE2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2695!SPC FL W     -   0.99999940  x   0.99996833  =   0.99996773
 AE2695!UTM  17      -   0.99999940  x   0.99985829  =   0.99985769
 AE2695
 AE2695                          SUPERSEDED SURVEY CONTROL
 AE2695
 AE2695  NAD 83(1990)-  28 36 52.00357(N)    082 28 47.11288(W) AD(       ) 1
 AE2695  ELLIP H (08/18/97)    3.73   (m)                       GP(       ) 4 1
 AE2695
 AE2695.Superseded values are not recommended for survey control.
 AE2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2695.See file dsdata.txt to determine how the superseded data were derived.
 AE2695
 AE2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5533266166(NAD 83)
 AE2695_MARKER: DD = SURVEY DISK
 AE2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2695_STAMPING: AH32
 AE2695_MARK LOGO: DCJOHN
 AE2695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2695+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2695
 AE2695  HISTORY     - Date     Condition        Report By
 AE2695  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2695
 AE2695                          STATION DESCRIPTION
 AE2695
 AE2695'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2695'THE STATION IS LOCATED APPROXIMATELY 6.9 MI (11.1 KM) NORTHWEST OF
 AE2695'BROOKSVILLE, 17.7 MI (28.5 KM) SOUTHWEST OF INVERNESS, AND 20.9 MI
 AE2695'(33.6 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2695'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS STATE ROAD 700)
 AE2695'AND US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) , PROCEED SOUTH ON US
 AE2695'HIGHWAY 19 FOR 7.4 MI (11.9 KM) TO AN INTERSECTION WITH CENTRALIA ROAD
 AE2695'(ALSO KNOWN AS COUNTY ROAD 476) . PROCEED EAST ON CENTRALIA ROAD FOR
 AE2695'4.35 MI (7.00 KM) TO THE STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON
 AE2695'ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE2695'MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 49.6 FT (15.1 M) NORTH
 AE2695'OF THE CENTERLINE OF CENTRALIA ROAD, 1.0 FT (0.3 M) SOUTH OF A HOGWIRE
 AE2695'FENCE, 14 FT (4.3 M) EAST OF THE EAST EDGE OF AN ALUMINUM GATE, 9.0 FT
 AE2695'(2.7 M) WEST-NORTHWEST OF WEST CORNER OF A CONCRETE HEADWALL, AND 1.9
 AE2695'FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2696 ***********************************************************************
 AE2696  DESIGNATION -  AH33
 AE2696  PID         -  AE2696
 AE2696  STATE/COUNTY-  FL/HERNANDO
 AE2696  USGS QUAD   -  BROOKSVILLE (1988)
 AE2696
 AE2696                         *CURRENT SURVEY CONTROL
 AE2696  ___________________________________________________________________
 AE2696* NAD 83(1999)-  28 35 31.20833(N)    082 27 39.26361(W)     ADJUSTED  
 AE2696* NAVD 88     -        29.4    (meters)      96.     (feet)  GPS OBS   
 AE2696  ___________________________________________________________________
 AE2696  X           -     735,341.214 (meters)                     COMP
 AE2696  Y           -  -5,556,173.591 (meters)                     COMP
 AE2696  Z           -   3,034,275.019 (meters)                     COMP
 AE2696  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AE2696  ELLIP HEIGHT-           2.69  (meters)          (05/31/01) GPS OBS
 AE2696  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AE2696
 AE2696  HORZ ORDER  -  FIRST
 AE2696  ELLP ORDER  -  FOURTH    CLASS I
 AE2696
 AE2696.The horizontal coordinates were established by GPS observations
 AE2696.and adjusted by the National Geodetic Survey in May 2001..
 AE2696
 AE2696.The orthometric height was determined by GPS observations and a
 AE2696.high-resolution geoid model.
 AE2696
 AE2696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2696
 AE2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2696
 AE2696.The ellipsoidal height was determined by GPS observations
 AE2696.and is referenced to NAD 83.
 AE2696
 AE2696.The geoid height was determined by GEOID03.
 AE2696
 AE2696;                    North         East     Units Scale Factor Converg.
 AE2696;SPC FL W     -   471,900.118   154,916.935   MT  0.99996625   -0 13 14.1
 AE2696;SPC FL W     - 1,548,225.64    508,256.64   sFT  0.99996625   -0 13 14.1
 AE2696;UTM  17      - 3,163,656.049   357,144.188   MT  0.99985186   -0 41 57.3
 AE2696
 AE2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2696!SPC FL W     -   0.99999958  x   0.99996625  =   0.99996583
 AE2696!UTM  17      -   0.99999958  x   0.99985186  =   0.99985144
 AE2696
 AE2696                          SUPERSEDED SURVEY CONTROL
 AE2696
 AE2696  NAD 83(1990)-  28 35 31.20666(N)    082 27 39.26295(W) AD(       ) 1
 AE2696  ELLIP H (08/18/97)    2.62   (m)                       GP(       ) 4 1
 AE2696
 AE2696.Superseded values are not recommended for survey control.
 AE2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2696.See file dsdata.txt to determine how the superseded data were derived.
 AE2696
 AE2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5714463656(NAD 83)
 AE2696_MARKER: DD = SURVEY DISK
 AE2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2696_STAMPING: AH 33
 AE2696_MARK LOGO: DCJOHN
 AE2696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2696+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2000
 AE2696
 AE2696  HISTORY     - Date     Condition        Report By
 AE2696  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2696  HISTORY     - 20000109 GOOD             DCJOHN
 AE2696
 AE2696                          STATION DESCRIPTION
 AE2696
 AE2696'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2696'THE STATION IS LOCATED APPROXIMATELY 5.1 MI (8.2 KM) NORTHWEST OF
 AE2696'BROOKSVILLE, 18.8 MI (30.3 KM) SOUTHWEST OF INVERNESS, AND 22.9 MI
 AE2696'(36.9 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM THE
 AE2696'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) AND STATE
 AE2696'ROAD 50, PROCEED NORTH ON US HIGHWAY 19 FOR 6.55 MI (10.54 KM) TO AN
 AE2696'INTERSECTION WITH CENTRALIA ROAD (ALSO KNOWN AS COUNTY ROAD 476) .
 AE2696'PROCEED EAST ON CENTRALIA ROAD FOR 5.25 MI (8.45 KM) TO AN
 AE2696'INTERSECTIONWITH COUNTY ROAD 491 (ALSO KNOWN AS CITRUS WAY) , PROCEED
 AE2696'SOUTHERLY ON COUNTY ROAD 491 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 AE2696'RIGHT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A
 AE2696'12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION
 AE2696'IS 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF COUNTY ROAD 491, 100 FT
 AE2696'(30.5 M) SOUTH OF THE CENTERLINE OF PEACH ORCHARD ROAD, 6.8 FT (2.1 M)
 AE2696'EAST OF A BARBED WIRE FENCE, AND 5.8 FT (1.8 M) EAST OF A CARSONITE
 AE2696'WITNESS POST.
 AE2696
 AE2696                          STATION RECOVERY (2000)
 AE2696
 AE2696'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (DS)
 AE2696'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2700 ***********************************************************************
 AE2700  DESIGNATION -  AH34
 AE2700  PID         -  AE2700
 AE2700  STATE/COUNTY-  FL/HERNANDO
 AE2700  USGS QUAD   -  BROOKSVILLE (1988)
 AE2700
 AE2700                         *CURRENT SURVEY CONTROL
 AE2700  ___________________________________________________________________
 AE2700* NAD 83(1999)-  28 35 09.66149(N)    082 27 29.09538(W)     ADJUSTED  
 AE2700* NAVD 88     -        26.5    (meters)      87.     (feet)  GPS OBS   
 AE2700  ___________________________________________________________________
 AE2700  X           -     735,656.444 (meters)                     COMP
 AE2700  Y           -  -5,556,449.495 (meters)                     COMP
 AE2700  Z           -   3,033,691.176 (meters)                     COMP
 AE2700  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AE2700  ELLIP HEIGHT-          -0.20  (meters)          (05/31/01) GPS OBS
 AE2700  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AE2700
 AE2700  HORZ ORDER  -  FIRST
 AE2700  ELLP ORDER  -  FOURTH    CLASS I
 AE2700
 AE2700.The horizontal coordinates were established by GPS observations
 AE2700.and adjusted by the National Geodetic Survey in May 2001..
 AE2700
 AE2700.The orthometric height was determined by GPS observations and a
 AE2700.high-resolution geoid model.
 AE2700
 AE2700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2700
 AE2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2700
 AE2700.The ellipsoidal height was determined by GPS observations
 AE2700.and is referenced to NAD 83.
 AE2700
 AE2700.The geoid height was determined by GEOID03.
 AE2700
 AE2700;                    North         East     Units Scale Factor Converg.
 AE2700;SPC FL W     -   471,235.747   155,190.676   MT  0.99996595   -0 13 09.1
 AE2700;SPC FL W     - 1,546,045.95    509,154.74   sFT  0.99996595   -0 13 09.1
 AE2700;UTM  17      - 3,162,989.492   357,412.339   MT  0.99985091   -0 41 52.0
 AE2700
 AE2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2700!SPC FL W     -   1.00000003  x   0.99996595  =   0.99996598
 AE2700!UTM  17      -   1.00000003  x   0.99985091  =   0.99985094
 AE2700
 AE2700                          SUPERSEDED SURVEY CONTROL
 AE2700
 AE2700  NAD 83(1990)-  28 35 09.65988(N)    082 27 29.09483(W) AD(       ) 1
 AE2700  ELLIP H (08/18/97)   -0.26   (m)                       GP(       ) 4 1
 AE2700
 AE2700.Superseded values are not recommended for survey control.
 AE2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2700.See file dsdata.txt to determine how the superseded data were derived.
 AE2700
 AE2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5741262989(NAD 83)
 AE2700_MARKER: DD = SURVEY DISK
 AE2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2700_STAMPING: AH 34
 AE2700_MARK LOGO: DCJOHN
 AE2700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2700+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2000
 AE2700
 AE2700  HISTORY     - Date     Condition        Report By
 AE2700  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2700  HISTORY     - 20000109 GOOD             DCJOHN
 AE2700
 AE2700                          STATION DESCRIPTION
 AE2700
 AE2700'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2700'THE STATION IS LOCATED APPROXIMATELY 4.7 MI (7.6 KM) NORTHWEST OF
 AE2700'BROOKSVILLE, 19.1 MI (30.7 KM) SOUTHWEST OF INVERNESS, AND 23.4 MI
 AE2700'(37.7 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM THE
 AE2700'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) AND STATE
 AE2700'ROAD 50, PROCEED NORTH ON US HIGHWAY 19 FOR 6.55 MI (10.54 KM) TO AN
 AE2700'INTERSECTION WITH CENTRALIA ROAD (ALSO KNOWN AS COUNTY ROAD 476) .
 AE2700'PROCEED EAST ON CENTRALIA ROAD FOR 5.25 MI (8.45 KM) TO AN
 AE2700'INTERSECTION WITH COUNTY ROAD 491 (ALSO KNOWN AS CITRUS WAY) .
 AE2700'PROCEED SOUTHERLY ON COUNTY ROAD 491 FOR 2.05 MI (3.30 KM) TO THE
 AE2700'STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN
 AE2700'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AE2700'THE STATION IS 34.3 FT (10.5 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 AE2700'491, 1.0 FT (0.3 M) WEST OF A BARBED WIRE FENCE, 126.05 FT (38.42 M)
 AE2700'SOUTHEAST OF A POWER POLE WITH A NAIL AND DISC (LB 4514) , 253.44 FT
 AE2700'(77.25 M) NORTH OF A POWER POLE WITH A NAIL AND DISC (LB 4514) , AND
 AE2700'1.8 FT (0.5 M) SOUTH OF A WITNESS POST.
 AE2700
 AE2700                          STATION RECOVERY (2000)
 AE2700
 AE2700'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (DS)
 AE2700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2703 ***********************************************************************
 AE2703  DESIGNATION -  AH35
 AE2703  PID         -  AE2703
 AE2703  STATE/COUNTY-  FL/HERNANDO
 AE2703  USGS QUAD   -  BROOKSVILLE (1988)
 AE2703
 AE2703                         *CURRENT SURVEY CONTROL
 AE2703  ___________________________________________________________________
 AE2703* NAD 83(1999)-  28 34 40.02780(N)    082 24 14.25154(W)     ADJUSTED  
 AE2703* NAVD 88     -        70.9    (meters)     233.     (feet)  GPS OBS   
 AE2703  ___________________________________________________________________
 AE2703  X           -     740,967.743 (meters)                     COMP
 AE2703  Y           -  -5,556,223.316 (meters)                     COMP
 AE2703  Z           -   3,032,911.267 (meters)                     COMP
 AE2703  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AE2703  ELLIP HEIGHT-          44.14  (meters)          (05/31/01) GPS OBS
 AE2703  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AE2703
 AE2703  HORZ ORDER  -  FIRST
 AE2703  ELLP ORDER  -  FOURTH    CLASS I
 AE2703
 AE2703.The horizontal coordinates were established by GPS observations
 AE2703.and adjusted by the National Geodetic Survey in May 2001..
 AE2703
 AE2703.The orthometric height was determined by GPS observations and a
 AE2703.high-resolution geoid model.
 AE2703
 AE2703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2703
 AE2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2703
 AE2703.The ellipsoidal height was determined by GPS observations
 AE2703.and is referenced to NAD 83.
 AE2703
 AE2703.The geoid height was determined by GEOID03.
 AE2703
 AE2703;                    North         East     Units Scale Factor Converg.
 AE2703;SPC FL W     -   470,304.434   160,481.960   MT  0.99996044   -0 11 35.7
 AE2703;SPC FL W     - 1,542,990.46    526,514.56   sFT  0.99996044   -0 11 35.7
 AE2703;UTM  17      - 3,162,014.139   362,695.018   MT  0.99983266   -0 40 18.1
 AE2703
 AE2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2703!SPC FL W     -   0.99999307  x   0.99996044  =   0.99995351
 AE2703!UTM  17      -   0.99999307  x   0.99983266  =   0.99982573
 AE2703
 AE2703|---------------------------------------------------------------------|
 AE2703| PID    Reference Object                     Distance      Geod. Az  |
 AE2703|                                                           dddmmss.s |
 AE2703| AE2699 AH36                                345.588 METERS 09309     |
 AE2703|---------------------------------------------------------------------|
 AE2703
 AE2703                          SUPERSEDED SURVEY CONTROL
 AE2703
 AE2703  NAD 83(1990)-  28 34 40.02619(N)    082 24 14.25089(W) AD(       ) 1
 AE2703  ELLIP H (08/18/97)   44.07   (m)                       GP(       ) 4 1
 AE2703
 AE2703.Superseded values are not recommended for survey control.
 AE2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2703.See file dsdata.txt to determine how the superseded data were derived.
 AE2703
 AE2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6269562014(NAD 83)
 AE2703_MARKER: DD = SURVEY DISK
 AE2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2703_STAMPING: AH35
 AE2703_MARK LOGO: DCJOHN
 AE2703_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2703+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2703
 AE2703  HISTORY     - Date     Condition        Report By
 AE2703  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2703
 AE2703                          STATION DESCRIPTION
 AE2703
 AE2703'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2703'THE STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) NORTHWEST OF
 AE2703'BROOKSVILLE, 18.4 MI (29.6 KM) SOUTH-SOUTHWEST OF INVERNESS, AND 25.2
 AE2703'MI (40.6 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM
 AE2703'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON) AND
 AE2703'STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 1.5 MI (2.4 KM) TO
 AE2703'AN INTERSECTION WITH YONTZ ROAD. PROCEED WEST ON YONTZ ROAD FOR 0.25
 AE2703'MI (0.40 KM) TO THE STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON ASSOC
 AE2703'SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 AE2703'FLUSH WITH THE GROUND.  THE STATION IS 49.0 FT (14.9 M) SOUTH OF THE
 AE2703'CENTERLINE OF YONTZ ROAD, 73.0 FT (22.3 M) EAST-SOUTHEAST OF A
 AE2703'MANHOLE, 100 FT (30.5 M) WEST OF THE CENTERLINE PROJECTION OF A DIRT
 AE2703'DRIVE LEADING TO A CHURCH, AND 0.5 FT (15.2 CM) SOUTH OF A CARSONITE
 AE2703'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2699 ***********************************************************************
 AE2699  DESIGNATION -  AH36
 AE2699  PID         -  AE2699
 AE2699  STATE/COUNTY-  FL/HERNANDO
 AE2699  USGS QUAD   -  BROOKSVILLE (1988)
 AE2699
 AE2699                         *CURRENT SURVEY CONTROL
 AE2699  ___________________________________________________________________
 AE2699* NAD 83(1999)-  28 34 39.41241(N)    082 24 01.55385(W)     ADJUSTED  
 AE2699* NAVD 88     -        69.0    (meters)     226.     (feet)  GPS OBS   
 AE2699  ___________________________________________________________________
 AE2699  X           -     741,310.771 (meters)                     COMP
 AE2699  Y           -  -5,556,185.090 (meters)                     COMP
 AE2699  Z           -   3,032,893.759 (meters)                     COMP
 AE2699  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AE2699  ELLIP HEIGHT-          42.32  (meters)          (05/31/01) GPS OBS
 AE2699  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AE2699
 AE2699  HORZ ORDER  -  FIRST
 AE2699  ELLP ORDER  -  FOURTH    CLASS I
 AE2699
 AE2699.The horizontal coordinates were established by GPS observations
 AE2699.and adjusted by the National Geodetic Survey in May 2001..
 AE2699
 AE2699.The orthometric height was determined by GPS observations and a
 AE2699.high-resolution geoid model.
 AE2699
 AE2699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2699
 AE2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2699
 AE2699.The ellipsoidal height was determined by GPS observations
 AE2699.and is referenced to NAD 83.
 AE2699
 AE2699.The geoid height was determined by GEOID03.
 AE2699
 AE2699;                    North         East     Units Scale Factor Converg.
 AE2699;SPC FL W     -   470,284.331   160,826.948   MT  0.99996011   -0 11 29.6
 AE2699;SPC FL W     - 1,542,924.51    527,646.41   sFT  0.99996011   -0 11 29.6
 AE2699;UTM  17      - 3,161,991.158   363,039.783   MT  0.99983150   -0 40 12.0
 AE2699
 AE2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2699!SPC FL W     -   0.99999335  x   0.99996011  =   0.99995346
 AE2699!UTM  17      -   0.99999335  x   0.99983150  =   0.99982485
 AE2699
 AE2699|---------------------------------------------------------------------|
 AE2699| PID    Reference Object                     Distance      Geod. Az  |
 AE2699|                                                           dddmmss.s |
 AE2699| AE2703 AH35                                345.588 METERS 27309     |
 AE2699|---------------------------------------------------------------------|
 AE2699
 AE2699                          SUPERSEDED SURVEY CONTROL
 AE2699
 AE2699  NAD 83(1990)-  28 34 39.41079(N)    082 24 01.55321(W) AD(       ) 1
 AE2699  ELLIP H (08/18/97)   42.25   (m)                       GP(       ) 4 1
 AE2699
 AE2699.Superseded values are not recommended for survey control.
 AE2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2699.See file dsdata.txt to determine how the superseded data were derived.
 AE2699
 AE2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6304061991(NAD 83)
 AE2699_MARKER: DD = SURVEY DISK
 AE2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2699_STAMPING: AH36
 AE2699_MARK LOGO: DCJOHN
 AE2699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2699+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2699
 AE2699  HISTORY     - Date     Condition        Report By
 AE2699  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2699
 AE2699                          STATION DESCRIPTION
 AE2699
 AE2699'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2699'THE STATION IS LOCATED APPROXIMATELY 1.4 MI (2.3 KM) NORTHWEST OF
 AE2699'BROOKSVILLE, 18.6 MI (29.9 KM) SOUTH-SOUTHWEST OF INVERNESS, AND 25.5
 AE2699'MI (41.0 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM
 AE2699'THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON) AND
 AE2699'STATE ROAD 50A, PROCEED NORTH ON US HIGHWAY 98 FOR 1.5 MI (2.4 KM) TO
 AE2699'AN INTERSECTION WITH YONTZ ROAD AND THE STATION ON THE LEFT, AN
 AE2699'ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE2699'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 47.9
 AE2699'FT (14.6 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF US
 AE2699'HIGHWAY 98, 118.0 FT (36.0 M) SOUTH OF THE CENTERLINE OF YONTZ ROAD,
 AE2699'12.0 FT (3.7 M) SOUTH-SOUTHEAST OF AN IRON ROD WITH AN ALUMINUM CAP
 AE2699'(GPS YONT PLS 4288 1990) , 13.3 FT (4.1 M) SOUTH OF A FLORIDA
 AE2699'DEPARTMENT OF TRANSPORTATION (FDOT) WITNESS POST, AND 1.7 FT (0.5 M)
 AE2699'SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2701 ***********************************************************************
 AE2701  DESIGNATION -  AH37
 AE2701  PID         -  AE2701
 AE2701  STATE/COUNTY-  FL/HERNANDO
 AE2701  USGS QUAD   -  WEEKI WACHEE SPRING (1988)
 AE2701
 AE2701                         *CURRENT SURVEY CONTROL
 AE2701  ___________________________________________________________________
 AE2701* NAD 83(1999)-  28 35 04.32964(N)    082 31 00.23479(W)     ADJUSTED  
 AE2701* NAVD 88     -        17.8    (meters)      58.     (feet)  GPS OBS   
 AE2701  ___________________________________________________________________
 AE2701  X           -     729,977.539 (meters)                     COMP
 AE2701  Y           -  -5,557,269.990 (meters)                     COMP
 AE2701  Z           -   3,033,542.915 (meters)                     COMP
 AE2701  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AE2701  ELLIP HEIGHT-          -8.82  (meters)          (05/31/01) GPS OBS
 AE2701  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AE2701
 AE2701  HORZ ORDER  -  FIRST
 AE2701  ELLP ORDER  -  FOURTH    CLASS I
 AE2701
 AE2701.The horizontal coordinates were established by GPS observations
 AE2701.and adjusted by the National Geodetic Survey in May 2001..
 AE2701
 AE2701.The orthometric height was determined by GPS observations and a
 AE2701.high-resolution geoid model.
 AE2701
 AE2701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2701
 AE2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2701
 AE2701.The ellipsoidal height was determined by GPS observations
 AE2701.and is referenced to NAD 83.
 AE2701
 AE2701.The geoid height was determined by GEOID03.
 AE2701
 AE2701;                    North         East     Units Scale Factor Converg.
 AE2701;SPC FL W     -   471,094.961   149,452.795   MT  0.99997270   -0 14 50.1
 AE2701;SPC FL W     - 1,545,584.05    490,329.71   sFT  0.99997270   -0 14 50.1
 AE2701;UTM  17      - 3,162,896.648   351,674.102   MT  0.99987152   -0 43 33.0
 AE2701
 AE2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2701!SPC FL W     -   1.00000139  x   0.99997270  =   0.99997409
 AE2701!UTM  17      -   1.00000139  x   0.99987152  =   0.99987291
 AE2701
 AE2701:                Primary Azimuth Mark                     Grid Az
 AE2701:SPC FL W     -  AH38                                     087 23 27.9
 AE2701:UTM  17      -  AH38                                     087 52 10.8
 AE2701
 AE2701|---------------------------------------------------------------------|
 AE2701| PID    Reference Object                     Distance      Geod. Az  |
 AE2701|                                                           dddmmss.s |
 AE2701| AE2702 AH38                                488.870 METERS 0870837.8 |
 AE2701|---------------------------------------------------------------------|
 AE2701
 AE2701                          SUPERSEDED SURVEY CONTROL
 AE2701
 AE2701  NAD 83(1990)-  28 35 04.32807(N)    082 31 00.23409(W) AD(       ) 1
 AE2701  ELLIP H (08/18/97)   -8.89   (m)                       GP(       ) 4 1
 AE2701
 AE2701.Superseded values are not recommended for survey control.
 AE2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2701.See file dsdata.txt to determine how the superseded data were derived.
 AE2701
 AE2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5167462897(NAD 83)
 AE2701_MARKER: DD = SURVEY DISK
 AE2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2701_STAMPING: AH37
 AE2701_MARK LOGO: DCJOHN
 AE2701_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2701+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1999
 AE2701
 AE2701  HISTORY     - Date     Condition        Report By
 AE2701  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2701  HISTORY     - 19991122 GOOD             DCJOHN
 AE2701
 AE2701                          STATION DESCRIPTION
 AE2701
 AE2701'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2701'THE STATION IS LOCATED APPROXIMATELY 8.1 MI (13.0 KM) NORTHWEST OF
 AE2701'BROOKSVILLE, 20.8 MI (33.5 KM) SOUTHWEST OF INVERNESS, AND 22.4 MI
 AE2701'(36.0 KM) SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION FROM THE
 AE2701'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55) AND STATE
 AE2701'ROAD 50, PROCEED NORTH ON US HIGHWAY 19 FOR 4.55 MI (7.32 KM) TO AN
 AE2701'INTERSECTION WITH HEXAM ROAD. PROCEED EAST ON HEXAM ROAD FOR 2.3 MI
 AE2701'(3.7 KM) TO AN INTERSECTION WITH GRASS FINCH ROAD AND THE STATION ON
 AE2701'THE RIGHT, AN ALUMINUM D.C.JOHNSON ASSOC SURVEY DISC SET IN THE TOP OF
 AE2701'A 12-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 AE2701'STATION IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND IS 130 FT
 AE2701'(39.6 M) WEST OF THE CENTERLINE OF GRASS FINCH ROAD, 34 FT (10.4 M)
 AE2701'SOUTH OF THE CENTERLINE OF HEXAM ROAD, AND 2.5 FT (0.8 M) NORTH OF A
 AE2701'CARSONITE WITNESS POST.
 AE2701
 AE2701                          STATION RECOVERY (1999)
 AE2701
 AE2701'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG)
 AE2701'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE2702 ***********************************************************************
 AE2702  DESIGNATION -  AH38
 AE2702  PID         -  AE2702
 AE2702  STATE/COUNTY-  FL/HERNANDO
 AE2702  USGS QUAD   -  WEEKI WACHEE SPRING (1988)
 AE2702
 AE2702                         *CURRENT SURVEY CONTROL
 AE2702  ___________________________________________________________________
 AE2702* NAD 83(1999)-  28 35 05.12058(N)    082 30 42.26668(W)     ADJUSTED  
 AE2702* NAVD 88     -        25.5    (meters)      84.     (feet)  GPS OBS   
 AE2702  ___________________________________________________________________
 AE2702  X           -     730,461.002 (meters)                     COMP
 AE2702  Y           -  -5,557,201.523 (meters)                     COMP
 AE2702  Z           -   3,033,567.976 (meters)                     COMP
 AE2702  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AE2702  ELLIP HEIGHT-          -1.13  (meters)          (05/31/01) GPS OBS
 AE2702  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AE2702
 AE2702  HORZ ORDER  -  FIRST
 AE2702  ELLP ORDER  -  FOURTH    CLASS I
 AE2702
 AE2702.The horizontal coordinates were established by GPS observations
 AE2702.and adjusted by the National Geodetic Survey in May 2001..
 AE2702
 AE2702.The orthometric height was determined by GPS observations and a
 AE2702.high-resolution geoid model.
 AE2702
 AE2702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2702
 AE2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2702
 AE2702.The ellipsoidal height was determined by GPS observations
 AE2702.and is referenced to NAD 83.
 AE2702
 AE2702.The geoid height was determined by GEOID03.
 AE2702
 AE2702;                    North         East     Units Scale Factor Converg.
 AE2702;SPC FL W     -   471,117.213   149,941.144   MT  0.99997209   -0 14 41.5
 AE2702;SPC FL W     - 1,545,657.06    491,931.90   sFT  0.99997209   -0 14 41.5
 AE2702;UTM  17      - 3,162,914.818   352,162.570   MT  0.99986973   -0 43 24.4
 AE2702
 AE2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2702!SPC FL W     -   1.00000018  x   0.99997209  =   0.99997227
 AE2702!UTM  17      -   1.00000018  x   0.99986973  =   0.99986991
 AE2702
 AE2702:                Primary Azimuth Mark                     Grid Az
 AE2702:SPC FL W     -  AH37                                     267 23 27.9
 AE2702:UTM  17      -  AH37                                     267 52 10.8
 AE2702
 AE2702|---------------------------------------------------------------------|
 AE2702| PID    Reference Object                     Distance      Geod. Az  |
 AE2702|                                                           dddmmss.s |
 AE2702| AE2701 AH37                                488.870 METERS 2670846.4 |
 AE2702|---------------------------------------------------------------------|
 AE2702
 AE2702                          SUPERSEDED SURVEY CONTROL
 AE2702
 AE2702  NAD 83(1990)-  28 35 05.11908(N)    082 30 42.26608(W) AD(       ) 1
 AE2702  ELLIP H (08/18/97)   -1.21   (m)                       GP(       ) 4 1
 AE2702
 AE2702.Superseded values are not recommended for survey control.
 AE2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2702.See file dsdata.txt to determine how the superseded data were derived.
 AE2702
 AE2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5216362915(NAD 83)
 AE2702_MARKER: DD = SURVEY DISK
 AE2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2702_STAMPING: AH38
 AE2702_MARK LOGO: DCJOHN
 AE2702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2702+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1999
 AE2702
 AE2702  HISTORY     - Date     Condition        Report By
 AE2702  HISTORY     - 1995     MONUMENTED       DCJOHN
 AE2702  HISTORY     - 19991122 GOOD             DCJOHN
 AE2702
 AE2702                          STATION DESCRIPTION
 AE2702
 AE2702'DESCRIBED BY DC JOHNSON ASSOC 1995 (DFJ)
 AE2702'THE STATION IS LOCATED APPROXIMATELY 7.7 MI (12.4 KM) NORTHWEST OF
 AE2702'BROOKSVILLE, 20.6 MI (33.2 KM) SOUTHWEST OF INVERNESS, AND 22.4 MI
 AE2702'(36.0 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2702'FROM THE INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS STATE ROAD 55)
 AE2702'AND STATE ROAD 50, PROCEED NORTH ON US HIGHWAY 19 FOR 4.55 MI (7.32
 AE2702'KM) TO AN INTERSECTION WITH HEXAM ROAD. PROCEED EAST ON HEXAM ROAD FOR
 AE2702'2.6 MI (4.2 KM) TO THE STATION ON THE LEFT, AN ALUMINUM D.C.JOHNSON
 AE2702'ASSOC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE2702'MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 340 FT (103.6 M) WEST
 AE2702'OF THE CENTERLINE OF FLYCATCHER ROAD, 33 FT (10.1 M) NORTH OF THE
 AE2702'CENTERLINE OF HEXAM ROAD, 28.4 FT (8.7 M) WEST OF THE WEST EDGE OF AN
 AE2702'ALUMINUM GATE.  1.9 FT (0.6 M) SOUTH OF A BARBED WIRE FENCE, AND 1.3
 AE2702'FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 AE2702
 AE2702                          STATION RECOVERY (1999)
 AE2702
 AE2702'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG)
 AE2702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8715 ***********************************************************************
 AD8715  DESIGNATION -  AIM
 AD8715  PID         -  AD8715
 AD8715  STATE/COUNTY-  FL/PALM BEACH
 AD8715  USGS QUAD   -  BIG MOUND NORTH (1970)
 AD8715
 AD8715                         *CURRENT SURVEY CONTROL
 AD8715  ___________________________________________________________________
 AD8715* NAD 83(1999)-  26 56 36.63514(N)    080 28 59.07919(W)     ADJUSTED  
 AD8715* NAVD 88     -         8.3    (meters)      27.     (feet)  GPS OBS   
 AD8715  ___________________________________________________________________
 AD8715  X           -     940,730.279 (meters)                     COMP
 AD8715  Y           -  -5,611,400.751 (meters)                     COMP
 AD8715  Z           -   2,872,629.014 (meters)                     COMP
 AD8715  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AD8715  ELLIP HEIGHT-         -17.86  (meters)          (06/19/01) GPS OBS
 AD8715  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AD8715
 AD8715  HORZ ORDER  -  FIRST
 AD8715  ELLP ORDER  -  FOURTH    CLASS I
 AD8715
 AD8715.The horizontal coordinates were established by GPS observations
 AD8715.and adjusted by the National Geodetic Survey in June 2001..
 AD8715
 AD8715.The orthometric height was determined by GPS observations and a
 AD8715.high-resolution geoid model.
 AD8715
 AD8715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8715
 AD8715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8715
 AD8715.The ellipsoidal height was determined by GPS observations
 AD8715.and is referenced to NAD 83.
 AD8715
 AD8715.The geoid height was determined by GEOID03.
 AD8715
 AD8715;                    North         East     Units Scale Factor Converg.
 AD8715;SPC FL E     -   289,250.047   251,330.087   MT  0.99997369   +0 14 03.2
 AD8715;SPC FL E     -   948,981.20    824,572.13   sFT  0.99997369   +0 14 03.2
 AD8715;UTM  17      - 2,980,283.338   551,312.574   MT  0.99963250   +0 14 03.2
 AD8715
 AD8715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8715!SPC FL E     -   1.00000281  x   0.99997369  =   0.99997650
 AD8715!UTM  17      -   1.00000281  x   0.99963250  =   0.99963530
 AD8715
 AD8715                          SUPERSEDED SURVEY CONTROL
 AD8715
 AD8715  NAD 83(1990)-  26 56 36.63392(N)    080 28 59.07832(W) AD(       ) 1
 AD8715  ELLIP H (04/22/94)  -17.84   (m)                       GP(       ) 3 2
 AD8715
 AD8715.Superseded values are not recommended for survey control.
 AD8715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8715.See file dsdata.txt to determine how the superseded data were derived.
 AD8715
 AD8715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK5131380283(NAD 83)
 AD8715_MARKER: DD = SURVEY DISK
 AD8715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8715_SP_SET: CONCRETE POST
 AD8715_STAMPING: AIM
 AD8715_MARK LOGO: FL-099
 AD8715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8715+STABILITY: SURFACE MOTION
 AD8715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8715+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8715
 AD8715  HISTORY     - Date     Condition        Report By
 AD8715  HISTORY     - 1992     MONUMENTED       FL-099
 AD8715
 AD8715                          STATION DESCRIPTION
 AD8715
 AD8715'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1992
 AD8715'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 76 AND STATE
 AD8715'ROUTE 710 IN INDIANTOWN, GO WEST ON STATE ROUTE 76 FOR 5.2 MI
 AD8715'(8.4 KM) TO A SOUTH FLORIDA WATER MANAGEMENT DISTRICT GATE ON THE
 AD8715'LEFT (TO OBTAIN KEY, CONTACT PALM BEACH COUNTY SURVEY DEPARTMENT).
 AD8715'PASS THROUGH GATE AND GO SOUTH FOR 0.15 MI (0.24 KM) TO A FORK OF DIM
 AD8715'TRACK ROADS. BEAR RIGHT FOLLOWING HIGH TENSION POWER LINES FOR 0.9 MI
 AD8715'(1.4 KM) TO A BREAK IN THE TREE LINE TO THE EAST. TURN LEFT AND GO
 AD8715'EAST UNDERNEATH THE HIGH TENSION POWER LINES FOR 0.15 MI (0.24 KM) TO
 AD8715'A NORTH-SOUTH DIRT ROAD ON THE EAST SIDE OF THE HIGH TENSION POWER
 AD8715'LINES. TURN RIGHT AND GO SOUTH FOR 3.0 MI (4.8 KM) TO A DIRT ROAD TO
 AD8715'THE EAST. TURN LEFT AND GO EAST FOR 3.0 MI (4.8 KM) TO A NORTH-SOUTH
 AD8715'DIRT ROAD ON THE WEST SIDE OF A HIGH TENSION POWER LINE. TURN RIGHT
 AD8715'AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE STATION IN THE CENTER OF THE
 AD8715'DIRT ROAD, 62 FEET SOUTH OF A GATE.
 AD8715'THE STATION IS SOUTH 61.3 FT (18.7 M) FROM A PK AND WASHER IN THE BASE
 AD8715'OF A GATE POST ON THE WEST SIDE OF THE ROAD, SOUTHWEST 61.8 FT
 AD8715'(18.8 M) FROM A PK AND WASHER IN A GATE POST ON THE EAST SIDE OF THE
 AD8715'DIRT ROAD, WEST 63.9 FT (19.5 M) FROM A PK AND WASHER IN A GATE POST
 AD8715'ON THE NORTH SIDE OF AN EAST-WEST DIRT ROAD, AND EAST 8.8 FT (2.7 M)
 AD8715'FROM THE BASE OF A METAL POST WITH A PALM BEACH COUNTY SURVEY WITNESS
 AD8715'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2318 ***********************************************************************
 AK2318  DESIGNATION -  AIR
 AK2318  PID         -  AK2318
 AK2318  STATE/COUNTY-  FL/BREVARD
 AK2318  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2318
 AK2318                         *CURRENT SURVEY CONTROL
 AK2318  ___________________________________________________________________
 AK2318* NAD 83(1990)-  28 28 40.35897(N)    080 33 24.40482(W)     ADJUSTED  
 AK2318* NAVD 88     -         1.642  (meters)       5.39   (feet)  ADJUSTED  
 AK2318  ___________________________________________________________________
 AK2318  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AK2318  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2318  DYNAMIC HT  -           1.639 (meters)       5.38  (feet)  COMP
 AK2318  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 AK2318
 AK2318  HORZ ORDER  -  FIRST
 AK2318  VERT ORDER  -  FIRST     CLASS II
 AK2318
 AK2318.The horizontal coordinates were established by classical geodetic methods
 AK2318.and adjusted by the National Geodetic Survey in May 1991..
 AK2318
 AK2318.The orthometric height was determined by differential leveling
 AK2318.and adjusted by the National Geodetic Survey in June 1991..
 AK2318
 AK2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2318
 AK2318.The geoid height was determined by GEOID03.
 AK2318
 AK2318.The dynamic height is computed by dividing the NAVD 88
 AK2318.geopotential number by the normal gravity value computed on the
 AK2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2318.degrees latitude (g = 980.6199 gals.).
 AK2318
 AK2318.The modeled gravity was interpolated from observed gravity values.
 AK2318
 AK2318;                    North         East     Units Scale Factor Converg.
 AK2318;SPC FL E     -   459,245.882   243,399.879   MT  0.99996441   +0 12 40.8
 AK2318;SPC FL E     - 1,506,709.20    798,554.44   sFT  0.99996441   +0 12 40.8
 AK2318;UTM  17      - 3,150,221.170   543,385.071   MT  0.99962323   +0 12 40.8
 AK2318
 AK2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2318!SPC FL E     -   1.00000418  x   0.99996441  =   0.99996859
 AK2318!UTM  17      -   1.00000418  x   0.99962323  =   0.99962741
 AK2318
 AK2318|---------------------------------------------------------------------|
 AK2318| PID    Reference Object                     Distance      Geod. Az  |
 AK2318|                                                           dddmmss.s |
 AK2318| AK2317 AIR RM 1                             19.904 METERS 02912     |
 AK2318| DE3853 AIR RM 4                             10.431 METERS 05641     |
 AK2318| AK5611 INTERFERENCE RADIO MAST             APPROX. 1.7 KM 1154134.9 |
 AK2318| AK5600 CAPE CANAVERAL USCG RAD MAST        APPROX. 2.4 KM 1455634.5 |
 AK2318| AK5626 CAPE CANAVERAL WATER TANK           APPROX. 2.6 KM 2960642.5 |
 AK2318| AK2320 AIR RM 2                             17.640 METERS 30953     |
 AK2318| AK2316 AIR RM 3                             26.901 METERS 34626     |
 AK2318| AK2321 AIR AZ MK                                          3524826.2 |
 AK2318| AK2315 X TRANSPONDER                        14.387 METERS 35558     |
 AK2318|---------------------------------------------------------------------|
 AK2318
 AK2318                          SUPERSEDED SURVEY CONTROL
 AK2318
 AK2318  NAD 83(1986)-  28 28 40.36498(N)    080 33 24.41800(W) AD(       ) 1
 AK2318  NAD 27      -  28 28 39.36378(N)    080 33 25.23435(W) AD(       ) 1
 AK2318  NGVD 29 (??/??/92)    2.012  (m)            6.60   (f) ADJ UNCH    1 2
 AK2318
 AK2318.Superseded values are not recommended for survey control.
 AK2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2318.See file dsdata.txt to determine how the superseded data were derived.
 AK2318
 AK2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4338550221(NAD 83)
 AK2318_MARKER: DS = TRIANGULATION STATION DISK
 AK2318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK2318_SP_SET: BUILDING
 AK2318_STAMPING: AIR 1953
 AK2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2318
 AK2318  HISTORY     - Date     Condition        Report By
 AK2318  HISTORY     - 1953     MONUMENTED       CGS
 AK2318  HISTORY     - 1955     GOOD             CGS
 AK2318  HISTORY     - 1956     GOOD             CGS
 AK2318  HISTORY     - 1964     GOOD             CGS
 AK2318  HISTORY     - 1971     GOOD             NGS
 AK2318  HISTORY     - 1971     GOOD             NGS
 AK2318
 AK2318                          STATION DESCRIPTION
 AK2318
 AK2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 AK2318'THE STATION IS LOCATED ABOUT 13 MILES NE OF THE CITY OF COCOA
 AK2318'AND 13 MILES NNE OF COCOA BEACH ON PATRICK AIR FORCE BASE ON
 AK2318'CAPE CANAVERAL.  IT IS 59 FEET NNW OF THE S EDGE OF CLEARING,
 AK2318'31 FEET W OF THE E EDGE OF CLEARING, 31 FEET E OF THE W EDGE
 AK2318'OF CLEARING AND 11 FEET E OF A WHITE WITNESS POST.  THE MARK
 AK2318'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED AIR 1953.
 AK2318'
 AK2318'R.M. NO. 1 IS 2 FEET SW OF A WHITE WITNESS POST.  THE MARK
 AK2318'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED AIR NO 1 1953.
 AK2318'
 AK2318'R.M. NO. 2 IS 2 FEET E OF A WHITE WITNESS POST.  THE MARK
 AK2318'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED AIR NO 2 1953.
 AK2318'
 AK2318'R.M. NO. 3 IS 4 FEET E OF A WHITE WITNESS POST.  THE MARK
 AK2318'PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED AIR NO 3 1953.
 AK2318'
 AK2318'AZIMUTH MARK IS LOCATED IN THE CENTER OF A CLEARED LINE FROM
 AK2318'STATION AIR.  IT IS 2 FEET S OF A WHITE WITNESS POST.  THE
 AK2318'MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS STAMPED AIR 1953.
 AK2318'
 AK2318'A TRAVERSE CONNECTION WAS MADE TO AND BETWEEN ALL REFERENCE
 AK2318'MARKS AND THE DISTANCE IS AS SHOWN.
 AK2318'
 AK2318'TO REACH THE STATION FROM THE S ENTRANCE GATE TO CAPE CANAVERAL,
 AK2318'GO NORTHERLY ON PAVED ROAD FOR 1.4 MILES TO A FORK, TAKE LEFT
 AK2318'FORK AND GO 3.95 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND FOLLOW
 AK2318'PAVED ROAD SOUTHEASTERLY FOR 1.55 MILES TO AN ANGLING
 AK2318'CROSSROAD JUST BEFORE REACHING GUARD SHACK.  CONTINUE STRAIGHT
 AK2318'AHEAD AND JUST AFTER PASSING GUARD SHACK TURN SHARP RIGHT ACROSS
 AK2318'GRADED DITCH AND WEST ALONG THE SOUTH SIDE OF CANAL FOR 75
 AK2318'YARDS TO A NARROW CLEARED LINE.  TURN LEFT ALONG CLEARED LINE
 AK2318'TO A LARGE CLEARED AREA AND STATION.
 AK2318'
 AK2318'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY ON
 AK2318'CLEARED LINE FOR 0.25 MILE TO MARK.  (A 4-WHEEL DRIVE VEHICLE IS
 AK2318'NEEDED TO DRIVE TO AZIMUTH MARK).
 AK2318'
 AK2318'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 AK2318
 AK2318                          STATION RECOVERY (1955)
 AK2318
 AK2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JOP)
 AK2318'THE STATION WAS RECOVERED AS DESCRIBED BY DAJ IN 1953.  THE
 AK2318'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND TO BE IN GOOD
 AK2318'CONDITION.  REFERENCE MARK 3 WAS COVERED BY SPOIL FROM A DRAINAGE
 AK2318'CANAL AND IS OF NO FURTHER USE.
 AK2318'
 AK2318'A NEW REFERENCE MARK, NO. 4, WAS ESTABLISHED AT THE NORTHEAST
 AK2318'EDGE OF THE CLEARING.  THE MARK PROJECTS ABOUT 10 INCHES AND THE
 AK2318'DISK IS STAMPED AIR NO 4 1953.
 AK2318'
 AK2318'THE ORIGINAL TO REACH IS ADEQUATE.
 AK2318
 AK2318                          STATION RECOVERY (1956)
 AK2318
 AK2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDN)
 AK2318'STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 AK2318'J.O.P. 1955.  A DIFFERENCE WAS FOUND IN THE MEASUREMENT TO
 AK2318'REFERENCE MARK NO 1.  IT IS BELIEVED THE MARK WAS MOVED OR SETTLED
 AK2318'DUE TO BULLDOZING AND DRAGLINE OPERATIONS IN THE AREA.  A
 AK2318'COMPLETE NEW DESCRIPTION AS FOLLOWS.
 AK2318'
 AK2318'STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE, ABOUT 2
 AK2318'MILES NORTH-NORTHWEST OF THE CAPE CANAVERAL LIGHTHOUSE AND
 AK2318'1-3/4 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING.  IT IS
 AK2318'30 FEET NORTH OF THE APPROXIMATE CENTER OF A CIRCULAR DRIVE AND
 AK2318'16 FEET SOUTH OF THE APPROXIMATE CENTER OF THE CIRCULAR DRIVE.
 AK2318'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED AIR 1953.
 AK2318'
 AK2318'REFERENCE MARK NO 1 IS 49 FEET NORTH-NORTHEAST OF THE
 AK2318'APPROXIMATE CENTER OF A CIRCULAR DRIVE AND 29 FEET SOUTHWEST
 AK2318'OF A CANAL.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK
 AK2318'IS STAMPED AIR NO 1 1953.
 AK2318'
 AK2318'REFERENCE MARK NO 2 IS 42 FEET NORTHWEST OF THE APPROXIMATE
 AK2318'CENTER OF THE CIRCULAR DRIVE AND 3 FEET EAST OF A WITNESS
 AK2318'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED AIR
 AK2318'NO 2 1953.
 AK2318'
 AK2318'REFERENCE MARK NO 4 IS 10 FEET NORTH OF THE APPROXIMATE CENTER
 AK2318'OF A DRIVE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 AK2318'STAMPED AIR R M NO 4 1953.
 AK2318'
 AK2318'X TRANSPONDER 1953 IS 37 FEET SOUTH OF A CANAL, 33 FEET NORTHWEST
 AK2318'OF THE CIRCULAR DRIVE AND 9 FEET WEST OF A POST WHICH PROJECTS
 AK2318'6 FEET.  THE MARK PROJECTS 2 FEET AND THE DISK IS STAMPED X
 AK2318'TRANSPONDER 1953.
 AK2318'
 AK2318'NOTE--THE POINT TO BE USED ON THE DISK IS A CENTER PUNCH HOLE
 AK2318'WHICH IS 8 MILLIMETERS SOUTHEAST FROM THE CENTER OF THE
 AK2318'DISK.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 AK2318'AIR 1953 TO X TRANSPONDER 1953 AND TO THE REFERENCE MARKS.  THE
 AK2318'DISTANCE IS SHOWN BELOW.
 AK2318'
 AK2318'TO REACH FROM THE MAIN JUNCTION AT THE CENTRAL CONTROL
 AK2318'BUILDING.  GO SOUTHEAST FOR 1.6 MILES TO A SIDE ROAD RIGHT.  TURN
 AK2318'RIGHT SOUTHWESTERLY FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 AK2318
 AK2318                          STATION RECOVERY (1964)
 AK2318
 AK2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK2318'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AK2318'MARKS 1 AND 4 THAT WERE RECOVERED IN 1956 COULD NOT BE FOUND,
 AK2318'AND IS BELIEVED TO HAVE BEEN TORN OUT BY GRADE WORK IN THE
 AK2318'AREA.  THE DIRECTIONS AND DISTANCES TO THE REMAINING MARKS
 AK2318'CHECKED.
 AK2318'
 AK2318'A NEW DESCRIPTION FOLLOWS.
 AK2318'
 AK2318'THE STATION IS ABOUT 2 MILES NORTH-NORTHWEST OF THE CAPE
 AK2318'KENNEDY LIGHTHOUSE, ABOUT 1-1/2 MILES SOUTHEAST OF THE
 AK2318'CENTRAL CONTROL BUILDING AND IS ON THE CAPE KENNEDY MISSILE BASE,
 AK2318'U.S. GOVERNMENT PROPERTY.  IT IS 30 FEET NORTH OF THE
 AK2318'APPROXIMATE CENTER OF A DIM CIRCULAR DRIVE, THAT CIRCLES AROUND
 AK2318'THE STATION AND 16 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 AK2318'DRIVE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 AK2318'AIR 1953.
 AK2318'
 AK2318'REFERENCE MARK 2 IS 42 FEET NORTHWEST OF THE APPROXIMATE CENTER
 AK2318'OF THE CIRCULAR DRIVE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 AK2318'DISK IS STAMPED AIR NO 2 1953.
 AK2318'
 AK2318'X TRANSPONDER 1953 IS 37 FEET SOUTH OF A CANAL, 33 FEET
 AK2318'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE CIRCULAR
 AK2318'DRIVE AND IS INSIDE OF A SMALL FENCED AREA.  THE MONUMENT
 AK2318'PROJECTS 2 FEET AND THE DISK IS STAMPED X TRANSPONDER 1953.
 AK2318'
 AK2318'NOTE.  THE POINT USED IS A SMALL PUNCH HOLE WHICH IS 8
 AK2318'MILLIMETERS SOUTHEAST FROM THE CENTER OF THE DISK.
 AK2318'
 AK2318'TO REACH FROM THE T-INTERSECTION, JUST SOUTHWEST OF THE CENTRAL
 AK2318'CONTROL BUILDING, GO SOUTHEAST ON A PAVED ROAD FOR 1.6 MILES
 AK2318'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHWEST
 AK2318'ON A PAVED ROAD FOR 0.1 MILE TO THE END OF PAVEMENT AND THE
 AK2318'STATION.
 AK2318'
 AK2318'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AK2318
 AK2318                          STATION RECOVERY (1971)
 AK2318
 AK2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK2318'STATION MARK, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 3
 AK2318'COULD NOT BE FOUND AND IS DESTROYED OR DEEPLY COVERED BY SPOIL
 AK2318'FROM DITCH.  THE 1956 RECOVERY NOTE BY H.D. NYGREN IS ADEQUATE.
 AK2318'
 AK2318'A BILBY TOWER IS PERMANENTLY IN PLACE OVER STATION MARK.
 AK2318'
 AK2318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK2318'ON CAPE KENNEDY.
 AK2318
 AK2318                          STATION RECOVERY (1971)
 AK2318
 AK2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2318'AT CAPE KENNEDY.
 AK2318'FROM THE CENTRAL CONTROL BUILDING TRAVEL SOUTHEAST ALONG CENTRAL
 AK2318'CONTROL ROAD FOR APPROXIMATELY 1.6 MILES TO A CANAL CROSSING
 AK2318'AND STATION ON RIGHT (SOUTH).  A BILBY STEEL TOWER IS PERMANENTLY
 AK2318'IN PLACE OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6010 ***********************************************************************
 AK6010  DESIGNATION -  AIR
 AK6010  PID         -  AK6010
 AK6010  STATE/COUNTY-  FL/BREVARD
 AK6010  USGS QUAD   -  EAU GALLIE (1988)
 AK6010
 AK6010                         *CURRENT SURVEY CONTROL
 AK6010  ___________________________________________________________________
 AK6010* NAD 83(1990)-  28 13 49.22300(N)    080 40 14.35661(W)     ADJUSTED  
 AK6010* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AK6010  ___________________________________________________________________
 AK6010  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AK6010  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK6010
 AK6010  HORZ ORDER  -  THIRD
 AK6010
 AK6010.The horizontal coordinates were established by classical geodetic methods
 AK6010.and adjusted by the National Geodetic Survey in May 1991..
 AK6010
 AK6010.The orthometric height was scaled from a topographic map.
 AK6010
 AK6010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6010
 AK6010.The geoid height was determined by GEOID03.
 AK6010
 AK6010;                    North         East     Units Scale Factor Converg.
 AK6010;SPC FL E     -   431,777.979   232,324.079   MT  0.99995407   +0 09 20.8
 AK6010;SPC FL E     - 1,416,591.59    762,216.58   sFT  0.99995407   +0 09 20.8
 AK6010;UTM  17      - 3,122,762.640   532,313.050   MT  0.99961289   +0 09 20.8
 AK6010
 AK6010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6010!SPC FL E     -   1.00000435  x   0.99995407  =   0.99995842
 AK6010!UTM  17      -   1.00000435  x   0.99961289  =   0.99961723
 AK6010
 AK6010:                Primary Azimuth Mark                     Grid Az
 AK6010:SPC FL E     -  INDIAN RIVER N LIGHT 155                 002 06 27.3
 AK6010:UTM  17      -  INDIAN RIVER N LIGHT 155                 002 06 27.3
 AK6010
 AK6010|---------------------------------------------------------------------|
 AK6010| PID    Reference Object                     Distance      Geod. Az  |
 AK6010|                                                           dddmmss.s |
 AK6010| AK5781 INDIAN RIVER N LIGHT 155            APPROX. 2.5 KM 0021548.1 |
 AK6010| AK5757 RED TANK                            APPROX. 3.7 KM 0073315.8 |
 AK6010| AK5758 LOTUS                               APPROX. 2.6 KM 0140349.6 |
 AK6010| DE3850 AIR RM 1                              5.630 METERS 03531     |
 AK6010| AK6024 MILEAGE POLE                        APPROX. 0.7 KM 0383358.7 |
 AK6010| AK6027 SHED SOUTHWEST GABLE                APPROX. 1.8 KM 0385655.6 |
 AK6010| AK6022 POLE ATEND OF WHITE DOCK            APPROX. 1.6 KM 0854542.5 |
 AK6010| AK6026 INDIAN RIVER N LIGHT 156            APPROX. 1.4 KM 1270714.3 |
 AK6010| DE3851 AIR RM 2                              8.495 METERS 15336     |
 AK6010| AK6009 MIAMI JACKSONVILLE AWY BCN 17       APPROX. 0.7 KM 3162725.2 |
 AK6010|---------------------------------------------------------------------|
 AK6010
 AK6010                          SUPERSEDED SURVEY CONTROL
 AK6010
 AK6010  NAD 83(1986)-  28 13 49.22915(N)    080 40 14.37074(W) AD(       ) 3
 AK6010  NAD 27      -  28 13 48.19100(N)    080 40 15.17800(W) AD(       ) 3
 AK6010
 AK6010.Superseded values are not recommended for survey control.
 AK6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6010.See file dsdata.txt to determine how the superseded data were derived.
 AK6010
 AK6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3231322763(NAD 83)
 AK6010_MARKER: DS = TRIANGULATION STATION DISK
 AK6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6010
 AK6010  HISTORY     - Date     Condition        Report By
 AK6010  HISTORY     - 1940     MONUMENTED       CGS
 AK6010  HISTORY     - 1948     GOOD             CGS
 AK6010  HISTORY     - 1952     GOOD             USE
 AK6010  HISTORY     - 1971     GOOD             NGS
 AK6010  HISTORY     - 1976     GOOD             NGS
 AK6010
 AK6010                          STATION DESCRIPTION
 AK6010
 AK6010'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG)
 AK6010'THIS STATION IS ON A LOW ROCKY POINT ON THE W SHORE OF THE
 AK6010'INDIAN RIVER.  STATION IS AT THE EASTERN EXTREMITY OF POINT, THE
 AK6010'POINT BEING SEPARATED FROM THE MAINLAND BY MARSH.  STATION IS
 AK6010'2.8 METERS NE OF EASTERN PALMETTO ON POINT.
 AK6010'
 AK6010'HIGH-WATER LINE IN RANGE WITH ALLIGATOR 1876 IS 5.6 METERS E
 AK6010'OF STATION.
 AK6010'
 AK6010'SURFACE MARK IS A STANDARD DISK IN 12-INCH SQUARE CONCRETE
 AK6010'MONUMENT 5 INCHES ABOVE SURFACE OF THE GROUND.
 AK6010'
 AK6010'SUBSURFACE MARK IS A STANDARD DISK IN 8-INCH DIAMETER CONCRETE
 AK6010'MONUMENT 30 INCHES BELOW SURFACE OF GROUND.
 AK6010'
 AK6010'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN BEDROCK AT WATERS
 AK6010'EDGE NE OF STATION.
 AK6010'
 AK6010'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN BEDROCK AT WATERS
 AK6010'EDGE S BY W OF STATION.
 AK6010'
 AK6010'FROM COCOA FOLLOW U.S. HIGHWAY 1 S, 8.7 MILES TO AIRWAY BEACON
 AK6010'NO. 17, CONTINUE 0.5 MILE AND THEN WALK OUT TRAIL THROUGH TREES
 AK6010'TO BEACH AND NE ALONG SHORE ABOUT 1/4 MILE TO OUTER END OF POINT.
 AK6010'
 AK6010'A 20-FOOT STAND WAS USED.  FROM GROUND 35 FEET AT ALLIGATOR
 AK6010'1876, MANGROVE, 20 FEET AT OHARA, 64 FEET AT HULL, 64 FEET AT STEW,
 AK6010'LOTUS.
 AK6010
 AK6010                          STATION RECOVERY (1948)
 AK6010
 AK6010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK6010'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AK6010'
 AK6010'STATION IS ON LOW ROCKY POINT ON THE W SHORE OF THE INDIAN
 AK6010'RIVER IN BREVARD COUNTY.  IT IS ON THE E EXTREMITY OF THE POINT,
 AK6010'WHICH IS SEPARATED FROM THE MAINLAND BY MARSH.  TO REACH STATION
 AK6010'FROM COCOA, GO S ON U.S. HIGHWAY 1 FOR 8.7 MILES TO AIRWAY
 AK6010'BEACON NO. 17, CONTINUE PAST THE BEACON 0.5 MILE TO A TRAIL
 AK6010'ON THE LEFT (ADJACENT TO THE N OF TWO HOUSES), TURN LEFT TO THE
 AK6010'SHORE, WALK NE ALONG THE SHORE ABOUT 1/4 MILE TO E END OF
 AK6010'POINT.
 AK6010'
 AK6010'STATION MARK IS A BRONZE DISK, STAMPED AIR 1940, SET IN TOP
 AK6010'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE
 AK6010'GROUND.  IT IS 5.6 METERS W OF HIGH-WATER LINE.
 AK6010'
 AK6010'R.M. 1 IS A BRONZE DISK, STAMPED AIR NO 1 1940, SET IN COQUINA
 AK6010'ROCK AT WATERS EDGE (LOW WATER).  IT IS 5.63 METERS NE OF THE
 AK6010'STATION.
 AK6010'
 AK6010'R.M. 2 IS A BRONZE DISK, STAMPED AIR NO 2 1940, SET IN COQUINA
 AK6010'ROCK AT LOW WATERS EDGE.  IT IS 8.50 METERS SW OF THE STATION.
 AK6010'
 AK6010'1940 DIRECTIONS OBSERVED WERE NOT VERIFIED.
 AK6010'
 AK6010'A WHITE WOODEN WITNESS POST IS SET 3 METERS W OF THE STATION.
 AK6010
 AK6010                          STATION RECOVERY (1952)
 AK6010
 AK6010'RECOVERY NOTE BY US ENGINEERS 1952
 AK6010'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 AK6010'WITH THE FOLLOWING ADDITIONS AND CORRECTIONS--
 AK6010'
 AK6010'AIRWAY BEACON NUMBER 17 HAS BEEN TORN DOWN.
 AK6010'
 AK6010'STATION IS NOW WITNESSED BY A 4- BY 4-IN. WHITE POST, 3.5
 AK6010'FT. ABOVE THE GROUND, 6 FT. E OF THE STATION.
 AK6010
 AK6010                          STATION RECOVERY (1971)
 AK6010
 AK6010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK6010'STATION MARK RECOVERED IN GOOD CONDITION.  NEITHER R.M. 1 NOR R.M. 2
 AK6010'COULD BE FOUND AND ARE BELIEVED TO BE DESTROYED.  STATION MARK
 AK6010'IS 2.5 METERS WEST OF HIGH WATER LINE, IN LOW BRUSH, 3.8 METERS
 AK6010'(12.5 FT.) EAST OF EASTERNMOST PALM AT MIDDLE OF POINT, 7.19
 AK6010'METERS (23.6 FT.) SOUTHEAST OF A 4-INCH AUSTRALIAN PINE WITH A
 AK6010'BLAZE ON WEST SIDE, AND 9.0 METERS (29.7 FT.) SOUTHEAST OF THE
 AK6010'EASTERN AND SMALLER ONE OF DOUBLE AUSTRALIAN PINES WITH A BLAZE
 AK6010'ON ITS EASTERN SIDE.
 AK6010'
 AK6010'THE 1948 RECOVERY NOTE BY G.E.M. JR. IS ADEQUATE TO REACH THE
 AK6010'STATION WITH THE FOLLOWING ADDITION--A ROUGH TRAIL LEADS FROM
 AK6010'U.S. 1 OPPOSITE THE END OF WICKHAM ROAD EASTWARD TO STATION AND
 AK6010'CAN BE USED BY FOOT TRAFFIC ONLY.
 AK6010'
 AK6010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK6010'9 MILES SOUTH OF COCOA.
 AK6010
 AK6010                          STATION RECOVERY (1976)
 AK6010
 AK6010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (GWJ)
 AK6010'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY W. SHEARHOUSE
 AK6010'IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3510 ***********************************************************************
 BE3510  DESIGNATION -  AIR 1945
 BE3510  PID         -  BE3510
 BE3510  STATE/COUNTY-  FL/JACKSON
 BE3510  USGS QUAD   -  MARIANNA (1994)
 BE3510
 BE3510                         *CURRENT SURVEY CONTROL
 BE3510  ___________________________________________________________________
 BE3510* NAD 83(1990)-  30 50 18.24353(N)    085 10 32.53455(W)     ADJUSTED  
 BE3510* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 BE3510  ___________________________________________________________________
 BE3510  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BE3510  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BE3510
 BE3510  HORZ ORDER  -  SECOND
 BE3510
 BE3510.This mark is at Marianna Airport (MAI)
 BE3510
 BE3510.The horizontal coordinates were established by classical geodetic methods
 BE3510.and adjusted by the National Geodetic Survey in September 1997..
 BE3510
 BE3510.The orthometric height was scaled from a topographic map.
 BE3510
 BE3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3510
 BE3510.The geoid height was determined by GEOID03.
 BE3510
 BE3510;                    North         East     Units Scale Factor Converg.
 BE3510;SPC FL N     -   203,980.441   535,358.106   MT  1.00001685   -0 20 22.4
 BE3510;SPC FL N     -   669,225.83  1,756,420.72   sFT  1.00001685   -0 20 22.4
 BE3510;UTM  16      - 3,413,117.020   674,465.437   MT  0.99997548   +0 56 07.5
 BE3510
 BE3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3510!SPC FL N     -   0.99999910  x   1.00001685  =   1.00001595
 BE3510!UTM  16      -   0.99999910  x   0.99997548  =   0.99997458
 BE3510
 BE3510:                Primary Azimuth Mark                     Grid Az
 BE3510:SPC FL N     -  MARIANNA ARMY AIR FIELD BEACON           179 03 28.2
 BE3510:UTM  16      -  MARIANNA ARMY AIR FIELD BEACON           177 46 58.3
 BE3510
 BE3510|---------------------------------------------------------------------|
 BE3510| PID    Reference Object                     Distance      Geod. Az  |
 BE3510|                                                           dddmmss.s |
 BE3510| BE3511 MARIANNA ARMY AIR FIELD BEACON      APPROX. 0.6 KM 1784305.8 |
 BE3510| BE3513 MARIANNA ARMY AIR FLD CONTL TR      APPROX. 0.7 KM 2394344.2 |
 BE3510|---------------------------------------------------------------------|
 BE3510
 BE3510                          SUPERSEDED SURVEY CONTROL
 BE3510
 BE3510  NAD 83(1990)-  30 50 18.24739(N)    085 10 32.53438(W) AD(       ) 2
 BE3510  NAD 83(1986)-  30 50 18.25048(N)    085 10 32.53819(W) AD(       ) 2
 BE3510  NAD 27      -  30 50 17.55000(N)    085 10 32.79100(W) AD(       ) 2
 BE3510
 BE3510.Superseded values are not recommended for survey control.
 BE3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3510.See file dsdata.txt to determine how the superseded data were derived.
 BE3510
 BE3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7446513117(NAD 83)
 BE3510_MARKER: DS = TRIANGULATION STATION DISK
 BE3510_SETTING: 0 = UNSPECIFIED SETTING
 BE3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3510
 BE3510  HISTORY     - Date     Condition        Report By
 BE3510  HISTORY     - 1945     MONUMENTED       CGS
 BE3510  HISTORY     - 1948     GOOD             CGS
 BE3510  HISTORY     - 1956     GOOD             CGS
 BE3510  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BE3510
 BE3510                          STATION DESCRIPTION
 BE3510
 BE3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH)
 BE3510'ABOUT 4 MILES NE OF MARIANNA (AIR LINE), ABOUT 2-1/2 MILES SSW OF
 BE3510'GREENWOOD (AIR LINE), AND IN AN OPEN GRASS PLOT NEAR THE
 BE3510'INTERSECTION OF APRON ROAD AND NORTH LANE ON MARIANNA ARMY AIR
 BE3510'FIELD.  IT IS 320 FEET E OF THE CENTER OF THE INTERSECTION AND
 BE3510'141 FEET SE OF THE CENTER OF A DRAINAGE DITCH.
 BE3510'
 BE3510'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BE3510'POST, STAMPED AIR 1945, AND PROJECTS 0.3 FOOT.  UNDERGROUND MARK
 BE3510'IS A BRONZE STATION DISK SET IN CONCRETE.
 BE3510'
 BE3510'TO REACH FROM THE POST OFFICE IN MARIANNA, GO E ALONG U.S. HIGHWAY
 BE3510'90 FOR 1.5 MILES TO U.S. HIGHWAY 90 AND STATE HIGHWAY 90
 BE3510'JUNCTION TRIANGLE.  TURN LEFT ON STATE HIGHWAY 90 AND GO NNE
 BE3510'FOR 4.3 MILES TO THE MAIN GATE (NO. 2) TO MARIANNA ARMY AIR
 BE3510'FIELD.  TURN LEFT THROUGH GATE NO. 2 AND GO W ALONG APRON ROAD
 BE3510'CIRCLING TO THE NW AND N FOR 1.2 MILES TO THE CONTROL
 BE3510'TOWER.  CONTINUE NE ON APRON ROAD FOR 0.3 MILE TO THE
 BE3510'T-INTERSECTION WITH NORTH LANE AND STATION SITE.
 BE3510'
 BE3510'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 BE3510
 BE3510                          STATION RECOVERY (1948)
 BE3510
 BE3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MBC)
 BE3510'CHANGE--STATE HIGHWAY 71 INSTEAD OF STATE HIGHWAY 90.  MARIANNA
 BE3510'AIRPORT INSTEAD OF MARIANNA ARMY AIR FIELD.  REFERENCE POINT
 BE3510'AVIATION BEACON MOVED TO NEW LOCATION.
 BE3510
 BE3510                          STATION RECOVERY (1956)
 BE3510
 BE3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 BE3510'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 BE3510'WITH THE FOLLOWING CHANGES--STATE HIGHWAY 71 INSTEAD OF STATE
 BE3510'HIGHWAY 90.
 BE3510'
 BE3510'GRAHAM AIR BASE INSTEAD OF MARIANNA ARMY AIR FIELD.
 BE3510
 BE3510                          STATION RECOVERY (1971)
 BE3510
 BE3510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 BE3510'THE MARK WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK REMOVED.
 BE3510'
 BE3510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BE3510'4 MILES NE OF MARIANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2321 ***********************************************************************
 AK2321  DESIGNATION -  AIR AZ MK
 AK2321  PID         -  AK2321
 AK2321  STATE/COUNTY-  FL/BREVARD
 AK2321  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2321
 AK2321                         *CURRENT SURVEY CONTROL
 AK2321  ___________________________________________________________________
 AK2321* NAD 83(1986)-  28 29 01.     (N)    080 33 22.     (W)     SCALED    
 AK2321* NAVD 88     -         2.605  (meters)       8.55   (feet)  POSTED    
 AK2321  ___________________________________________________________________
 AK2321  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2321  DYNAMIC HT  -           2.600 (meters)       8.53  (feet)  COMP
 AK2321  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 AK2321
 AK2321  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AK2321
 AK2321.The horizontal coordinates were scaled from a topographic map and have
 AK2321.an estimated accuracy of +/- 6 seconds.
 AK2321
 AK2321.The orthometric height was determined by differential leveling
 AK2321.and adjusted by the National Geodetic Survey in 1992..
 AK2321.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AK2321.rate of 2.1 thru 3.0 mm/km.
 AK2321
 AK2321.The geoid height was determined by GEOID03.
 AK2321
 AK2321.The dynamic height is computed by dividing the NAVD 88
 AK2321.geopotential number by the normal gravity value computed on the
 AK2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2321.degrees latitude (g = 980.6199 gals.).
 AK2321
 AK2321.The modeled gravity was interpolated from observed gravity values.
 AK2321
 AK2321;                    North         East    Units  Estimated Accuracy
 AK2321;SPC FL E     -   459,880.      243,460.      MT  (+/- 180 meters Scaled)
 AK2321
 AK2321                          SUPERSEDED SURVEY CONTROL
 AK2321
 AK2321  NGVD 29 (??/??/92)    2.975  (m)            9.76   (f) ADJ UNCH    1 2
 AK2321
 AK2321.Superseded values are not recommended for survey control.
 AK2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2321.See file dsdata.txt to determine how the superseded data were derived.
 AK2321
 AK2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434508(NAD 83)
 AK2321_MARKER: DZ = AZIMUTH MARK DISK
 AK2321_SETTING: 0 = UNSPECIFIED SETTING
 AK2321_STAMPING: AIR 1953
 AK2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2321
 AK2321  HISTORY     - Date     Condition        Report By
 AK2321  HISTORY     - 1953     MONUMENTED       CGS
 AK2321
 AK2321                          STATION DESCRIPTION
 AK2321
 AK2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK2321'13.2 MI N FROM COCOA.
 AK2321'13.25 MILES NORTH OF THE CITY OF COCOA, FROM THE SOUTH ENTRANCE
 AK2321'GATE TO CAPE CANAVERAL, GO NORTHERLY ON PAVED ROAD FOR 1.4 MILES
 AK2321'TO A FENCE, TAKE LEFT FORK AND GO 3.95 MILES TO A T-ROAD RIGHT,
 AK2321'TURN RIGHT AND FOLLOW PAVED ROAD SOUTHEASTERLY FOR 1.55 MILES
 AK2321'TO AN ANGLING CROSSROADS JUST BEFORE REACHING GUARD SHACK,
 AK2321'CONTINUE STRAIGHT AHEAD AND JUST AFTER PASSING GUARD SHACK
 AK2321'TURN SHARP RIGHT ACROSS GRADED DITCH AND WEST ALONG THE SOUTH
 AK2321'SIDE OF CANAL FOR 75 YARDS TO A NARROW CLEARED LINE, TURN LEFT
 AK2321'ALONG CLEARED LINE TO A LARGE CLEARED AREA AND GO NORTHERLY
 AK2321'FOR 0.25 MI.  NOTE-- A FOUR-WHEEL DRIVE VEHICLE IS NEEDED TO
 AK2321'GET THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2317 ***********************************************************************
 AK2317  DESIGNATION -  AIR RM 1
 AK2317  PID         -  AK2317
 AK2317  STATE/COUNTY-  FL/BREVARD
 AK2317  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2317
 AK2317                         *CURRENT SURVEY CONTROL
 AK2317  ___________________________________________________________________
 AK2317* NAD 83(1986)-  28 28 41.     (N)    080 33 24.     (W)     SCALED    
 AK2317* NAVD 88     -         2.053  (meters)       6.74   (feet)  ADJUSTED  
 AK2317  ___________________________________________________________________
 AK2317  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2317  DYNAMIC HT  -           2.050 (meters)       6.73  (feet)  COMP
 AK2317  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 AK2317
 AK2317  VERT ORDER  -  FIRST     CLASS II
 AK2317
 AK2317.The horizontal coordinates were scaled from a topographic map and have
 AK2317.an estimated accuracy of +/- 6 seconds.
 AK2317
 AK2317.The orthometric height was determined by differential leveling
 AK2317.and adjusted by the National Geodetic Survey in June 1991..
 AK2317
 AK2317.The geoid height was determined by GEOID03.
 AK2317
 AK2317.The dynamic height is computed by dividing the NAVD 88
 AK2317.geopotential number by the normal gravity value computed on the
 AK2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2317.degrees latitude (g = 980.6199 gals.).
 AK2317
 AK2317.The modeled gravity was interpolated from observed gravity values.
 AK2317
 AK2317;                    North         East    Units  Estimated Accuracy
 AK2317;SPC FL E     -   459,270.      243,410.      MT  (+/- 180 meters Scaled)
 AK2317
 AK2317                          SUPERSEDED SURVEY CONTROL
 AK2317
 AK2317  NGVD 29 (??/??/92)    2.424  (m)            7.95   (f) ADJ UNCH    1 2
 AK2317
 AK2317.Superseded values are not recommended for survey control.
 AK2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2317.See file dsdata.txt to determine how the superseded data were derived.
 AK2317
 AK2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433502(NAD 83)
 AK2317_MARKER: DR = REFERENCE MARK DISK
 AK2317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK2317_SP_SET: BUILDING
 AK2317_STAMPING: AIR NO 1 1953
 AK2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2317
 AK2317  HISTORY     - Date     Condition        Report By
 AK2317  HISTORY     - 1953     MONUMENTED       CGS
 AK2317  HISTORY     - 1971     GOOD             NGS
 AK2317
 AK2317                          STATION DESCRIPTION
 AK2317
 AK2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AK2317'AT CAPE KENNEDY.
 AK2317'FROM THE CENTRAL CONTROL BUILDING TRAVEL SOUTHEAST ALONG CENTRAL
 AK2317'CONTROL ROAD FOR APPROXIMATELY 1.6 MILES TO A CANAL CROSSING
 AK2317'AND MARK ON RIGHT (SOUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2320 ***********************************************************************
 AK2320  DESIGNATION -  AIR RM 2
 AK2320  PID         -  AK2320
 AK2320  STATE/COUNTY-  FL/BREVARD
 AK2320  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2320
 AK2320                         *CURRENT SURVEY CONTROL
 AK2320  ___________________________________________________________________
 AK2320* NAD 83(1986)-  28 28 41.     (N)    080 33 24.     (W)     SCALED    
 AK2320* NAVD 88     -         1.778  (meters)       5.83   (feet)  ADJUSTED  
 AK2320  ___________________________________________________________________
 AK2320  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2320  DYNAMIC HT  -           1.775 (meters)       5.82  (feet)  COMP
 AK2320  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 AK2320
 AK2320  VERT ORDER  -  FIRST     CLASS II
 AK2320
 AK2320.The horizontal coordinates were scaled from a topographic map and have
 AK2320.an estimated accuracy of +/- 6 seconds.
 AK2320
 AK2320.The orthometric height was determined by differential leveling
 AK2320.and adjusted by the National Geodetic Survey in June 1991..
 AK2320
 AK2320.The geoid height was determined by GEOID03.
 AK2320
 AK2320.The dynamic height is computed by dividing the NAVD 88
 AK2320.geopotential number by the normal gravity value computed on the
 AK2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2320.degrees latitude (g = 980.6199 gals.).
 AK2320
 AK2320.The modeled gravity was interpolated from observed gravity values.
 AK2320
 AK2320;                    North         East    Units  Estimated Accuracy
 AK2320;SPC FL E     -   459,270.      243,410.      MT  (+/- 180 meters Scaled)
 AK2320
 AK2320                          SUPERSEDED SURVEY CONTROL
 AK2320
 AK2320  NGVD 29 (??/??/92)    2.148  (m)            7.05   (f) ADJ UNCH    1 2
 AK2320
 AK2320.Superseded values are not recommended for survey control.
 AK2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2320.See file dsdata.txt to determine how the superseded data were derived.
 AK2320
 AK2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433502(NAD 83)
 AK2320_MARKER: DR = REFERENCE MARK DISK
 AK2320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK2320_SP_SET: BUILDING
 AK2320_STAMPING: AIR NO 2 1953
 AK2320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2320
 AK2320  HISTORY     - Date     Condition        Report By
 AK2320  HISTORY     - 1953     MONUMENTED       CGS
 AK2320  HISTORY     - 1971     GOOD             NGS
 AK2320
 AK2320                          STATION DESCRIPTION
 AK2320
 AK2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AK2320'AT CAPE KENNEDY.
 AK2320'FROM THE CENTRAL CONTROL BUILDING TRAVEL SOUTHEAST ALONG CENTRAL
 AK2320'CONTROL ROAD FOR APPROXIMATELY 1.6 MILES TO A CANAL CROSSING
 AK2320'AND STATION ON RIGHT (SOUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2316 ***********************************************************************
 AK2316  DESIGNATION -  AIR RM 3
 AK2316  PID         -  AK2316
 AK2316  STATE/COUNTY-  FL/BREVARD
 AK2316  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2316
 AK2316                         *CURRENT SURVEY CONTROL
 AK2316  ___________________________________________________________________
 AK2316* NAD 83(1986)-  28 28 41.     (N)    080 33 24.     (W)     SCALED    
 AK2316* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 AK2316  ___________________________________________________________________
 AK2316  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2316  DYNAMIC HT  -           1.655 (meters)       5.43  (feet)  COMP
 AK2316  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 AK2316
 AK2316  VERT ORDER  -  FIRST     CLASS II
 AK2316
 AK2316.The horizontal coordinates were scaled from a topographic map and have
 AK2316.an estimated accuracy of +/- 6 seconds.
 AK2316
 AK2316.The orthometric height was determined by differential leveling
 AK2316.and adjusted by the National Geodetic Survey in June 1991..
 AK2316
 AK2316.The geoid height was determined by GEOID03.
 AK2316
 AK2316.The dynamic height is computed by dividing the NAVD 88
 AK2316.geopotential number by the normal gravity value computed on the
 AK2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2316.degrees latitude (g = 980.6199 gals.).
 AK2316
 AK2316.The modeled gravity was interpolated from observed gravity values.
 AK2316
 AK2316;                    North         East    Units  Estimated Accuracy
 AK2316;SPC FL E     -   459,270.      243,410.      MT  (+/- 180 meters Scaled)
 AK2316
 AK2316                          SUPERSEDED SURVEY CONTROL
 AK2316
 AK2316  NGVD 29 (??/??/92)    2.028  (m)            6.65   (f) ADJ UNCH    1 2
 AK2316
 AK2316.Superseded values are not recommended for survey control.
 AK2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2316.See file dsdata.txt to determine how the superseded data were derived.
 AK2316
 AK2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433502(NAD 83)
 AK2316_MARKER: DR = REFERENCE MARK DISK
 AK2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2316_STAMPING: AIR NO 3 1953
 AK2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2316+STABILITY: SURFACE MOTION
 AK2316
 AK2316  HISTORY     - Date     Condition        Report By
 AK2316  HISTORY     - 1953     MONUMENTED       CGS
 AK2316  HISTORY     - 1971     MARK NOT FOUND   NGS
 AK2316
 AK2316                          STATION DESCRIPTION
 AK2316
 AK2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK2316'AT CANAVERAL MISSILE BASE.
 AK2316'AT CANAVERAL MISSILE BASE, ABOUT 1.25 MILES SOUTH ALONG STATE
 AK2316'HIGHWAY A1A FROM CENTRAL CONTROL BUILDING, THENCE ABOUT 1.9 MILES
 AK2316'EAST ALONG A SAND ROAD, LOCATED AT THE NORTH EDGE OF A SMALL
 AK2316'CLEARING, 88.73 FEET NORTH OF STATION MARK, 60.97 FEET
 AK2316'WEST-NORTHWEST OF RM NO. 1, 54.78 FEET NORTH-NORTHEAST OF RM
 AK2316'NO. 2, 33 FEET SOUTH OF CENTER LINE OF A DRAINAGE CANAL, 5 FEET
 AK2316'EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 AK2316'CONCRETE POST PROJECTING 8 INCHES.
 AK2316
 AK2316                          STATION RECOVERY (1971)
 AK2316
 AK2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5243 ***********************************************************************
 AK5243  DESIGNATION -  AIRPORT
 AK5243  PID         -  AK5243
 AK5243  STATE/COUNTY-  FL/BREVARD
 AK5243  USGS QUAD   -  TITUSVILLE (1988)
 AK5243
 AK5243                         *CURRENT SURVEY CONTROL
 AK5243  ___________________________________________________________________
 AK5243* NAD 83(1990)-  28 30 43.72908(N)    080 47 39.59002(W)     ADJUSTED  
 AK5243* NAVD 88     -        11.027  (meters)      36.18   (feet)  ADJUSTED  
 AK5243  ___________________________________________________________________
 AK5243  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AK5243  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AK5243  DYNAMIC HT  -          11.011 (meters)      36.13  (feet)  COMP
 AK5243  MODELED GRAV-     979,219.9   (mgal)                       NAVD 88
 AK5243
 AK5243  HORZ ORDER  -  FIRST
 AK5243  VERT ORDER  -  FIRST     CLASS I
 AK5243
 AK5243.This mark is at Space Center Exec Airport (TIX)
 AK5243
 AK5243.The horizontal coordinates were established by classical geodetic methods
 AK5243.and adjusted by the National Geodetic Survey in May 1991..
 AK5243
 AK5243.The orthometric height was determined by differential leveling
 AK5243.and adjusted by the National Geodetic Survey in June 1991..
 AK5243
 AK5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5243
 AK5243.The geoid height was determined by GEOID03.
 AK5243
 AK5243.The dynamic height is computed by dividing the NAVD 88
 AK5243.geopotential number by the normal gravity value computed on the
 AK5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5243.degrees latitude (g = 980.6199 gals.).
 AK5243
 AK5243.The modeled gravity was interpolated from observed gravity values.
 AK5243
 AK5243;                    North         East     Units Scale Factor Converg.
 AK5243;SPC FL E     -   462,980.864   220,132.417   MT  0.99994618   +0 05 53.4
 AK5243;SPC FL E     - 1,518,963.05    722,217.77   sFT  0.99994618   +0 05 53.4
 AK5243;UTM  17      - 3,153,954.879   520,125.548   MT  0.99960500   +0 05 53.4
 AK5243
 AK5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5243!SPC FL E     -   1.00000268  x   0.99994618  =   0.99994885
 AK5243!UTM  17      -   1.00000268  x   0.99960500  =   0.99960767
 AK5243
 AK5243|---------------------------------------------------------------------|
 AK5243| PID    Reference Object                     Distance      Geod. Az  |
 AK5243|                                                           dddmmss.s |
 AK5243| AK0957 AIRPORT RM 2                         23.704 METERS 00534     |
 AK5243| AK0954 AIRPORT RM 1                         23.421 METERS 12926     |
 AK5243| AK6385 TITUSVILLE COCOA AIRPORT BCN        368.784 METERS 16729     |
 AK5243| AK0955 AIRPORT 2                           111.548 METERS 17747     |
 AK5243| AK0959 SPEEDY                              347.588 METERS 18158     |
 AK5243| AK0949 TIX AIRPORT AZ                      APPROX. 0.5 KM 2561510.1 |
 AK5243|---------------------------------------------------------------------|
 AK5243
 AK5243                          SUPERSEDED SURVEY CONTROL
 AK5243
 AK5243  NAD 83(1986)-  28 30 43.73602(N)    080 47 39.60306(W) AD(       ) 1
 AK5243  NAD 27      -  28 30 42.73500(N)    080 47 40.40700(W) AD(       ) 1
 AK5243  NGVD 29 (??/??/92)   11.43   (m)           37.5    (f) COMPUTED    1 1
 AK5243
 AK5243.Superseded values are not recommended for survey control.
 AK5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5243.See file dsdata.txt to determine how the superseded data were derived.
 AK5243
 AK5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2012653955(NAD 83)
 AK5243
 AK5243  HISTORY     - Date     Condition        Report By
 AK5243  HISTORY     - 1950     MONUMENTED       CGS
 AK5243  HISTORY     - 1965     GOOD             CGS
 AK5243  HISTORY     - 1965     GOOD             CGS
 AK5243  HISTORY     - 1966     GOOD             CGS
 AK5243  HISTORY     - 1970     MARK NOT FOUND   NGS
 AK5243  HISTORY     - 1989     POOR             USPSQD
 AK5243
 AK5243                          STATION DESCRIPTION
 AK5243
 AK5243'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CIA)
 AK5243'STATION IS LOCATED AT THE TITUSVILLE-COCOA AIRPORT, ABOUT
 AK5243'12 MILES N OF COCOA, 7 MILES S OF TITUSVILLE, 0.7 MILE W OF
 AK5243'U.S. HIGHWAY 1, 231.5 FEET E FROM THE E EDGE OF THE MOST E
 AK5243'N-S RUNWAY, 136 FEET NW OF AN 80-FOOT-HIGH TELEPHONE POLE, AND
 AK5243'LOCATED ON LAND OWNED BY THE U.S. GOVERNMENT.
 AK5243'
 AK5243'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WSW ACROSS
 AK5243'THE RUNWAY FOR 0.35 MILE TO A SMALL BUILDING AND THE AZIMUTH
 AK5243'MARK AS DESCRIBED BELOW.
 AK5243'
 AK5243'STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AIRPORT
 AK5243'1950.
 AK5243'
 AK5243'R.M. 1 IS 85 FEET N OF AN 80-FOOT-HIGH TELEPHONE POLE AND 3.5
 AK5243'FEET SW OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 AK5243'THE DISK IS STAMPED AIRPORT NO 1 1950.
 AK5243'R.M. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED AIRPORT NO 2
 AK5243'1950.
 AK5243'
 AK5243'AZIMUTH MARK IS 58.8 FEET W OF A 40-FOOT-HIGH FLAGPOLE AND
 AK5243'25 FEET E OF THE SE CORNER OF A SMALL BUILDING.  THE MARK
 AK5243'PROJECTS 4 INCHES AND THE DISK IS STAMPED AIRPORT 1950.
 AK5243'
 AK5243'ALL MARKS ARE BRONZE DISKS SET IN TOPS OF 12-INCH SQUARE
 AK5243'CONCRETE POSTS.
 AK5243'
 AK5243'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK.
 AK5243'
 AK5243'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 AK5243
 AK5243                          STATION RECOVERY (1965)
 AK5243
 AK5243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 AK5243'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND IN GOOD
 AK5243'CONDITION.
 AK5243'
 AK5243'THE STATION MAY BE REACHED BY GOING 6.85 MILES SOUTH ALONG
 AK5243'U.S. HIGHWAY 1 FROM THE BAYVIEW ELEMENTARY SCHOOL AT
 AK5243'TITUSVILLE, THENCE 0.6 MILE WEST ALONG A BLACK TOP ROAD TO THE
 AK5243'TITUSVILLE-COCOA AIRPORT, ABOUT 200 YARDS NORTH OF THE
 AK5243'NORTHEAST CORNER OF A LARGE METAL HANGAR, 232 FEET EAST OF THE
 AK5243'EAST EDGE OF A NORTH-SOUTH TAXI WAY, 168 FEET NORTH-NORTHEAST OF
 AK5243'THE NORTHEAST LEG OF A TOWER SUPPORTING A BEACON LIGHT, 22
 AK5243'FEET WEST OF THE CENTER LINE OF A DIM SAND ROAD, 2 FEET NORTH
 AK5243'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 AK5243'POST FLUSH WITH THE GROUND.  IT IS STAMPED AIRPORT 1950.
 AK5243'
 AK5243'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST AND ACROSS THE
 AK5243'AIRPORT FROM THE STATION, 129 FEET SOUTHEAST OF THE SOUTHEAST
 AK5243'EDGE OF THE NORTHEAST-SOUTHWEST RUNWAY, 203-1/2 FEET SOUTHWEST
 AK5243'OF THE SOUTHWEST EDGE OF A TAXI STRIP, 1 FOOT EAST OF A METAL
 AK5243'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AK5243'0.3 FOOT ABOVE THE LEVEL OF GROUND.  IT IS A REFERENCE MARK DISK
 AK5243'STAMPED AIRPORT AZI 1950.
 AK5243'
 AK5243'A THOROUGH SEARCH WAS MADE FOR REFERENCE MARKS NO. 1 AND NO. 2
 AK5243'BUT THEY COULD NOT BE RECOVERED.  IT IS BELIEVED THAT GRADING
 AK5243'IN THE AREA PROBABLY DESTROYED THE MARK.
 AK5243
 AK5243                          STATION RECOVERY (1965)
 AK5243
 AK5243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 AK5243'RECOVERED ALL MARKS IN GOOD CONDITION, ESSENTIALLY AS ORIGINALLY
 AK5243'DESCRIBED EXCEPT FOR CHANGED CONDITIONS SUCH AS REMOVAL OF
 AK5243'80-FOOT TELEPHONE POLE AND BEACON MOVED TO CLOSEBY.
 AK5243'
 AK5243'ABOUT 11-1/2 MILES NNW OF THE HEART OF COCOA OR 6-3/4 MILES
 AK5243'AIR LINE S OF THE HEART OF TITUSVILLE, 167.5 FEET NNE OF THE
 AK5243'BOTTOM OF THE NE STEEL LEG OF THE BEACON LIGHT AT THE
 AK5243'TITUSVILLE-COCOA (TICO) AIRPORT, 49.7 FEET E OF THE PROJECTED
 AK5243'PLANE OF THE E SIDE OF BASE OF THE BEACON STEEL TOWER, AND 2.2
 AK5243'FEET N OF WHITE WOODEN WITNESS POST WITH WITNESS SIGN, STANDARD
 AK5243'DISKS ARE STAMPED AIRPORT 1950 AND SET
 AK5243'FLUSH WITH THE GROUND SURFACE.
 AK5243'
 AK5243'R.M. STAMPED AIRPORT NO 1 1950, ABOUT 0.2 FOOT
 AK5243'UNDERGROUND NOW, IS 76.80 FEET OR 23.409 METERS SE S 50 DEG 35
 AK5243'MIN E FROM STATION, 151.4 FEET NE OF BASE OF SAID
 AK5243'LEG, 114-1/2 FEET N OF PROJECTED PLANE OF N SIDE OF THE BEACON
 AK5243'TOWER.
 AK5243'
 AK5243'R.M. STAMPED AIRPORT NO 2 1950, 0.1 FOOT
 AK5243'UNDERGROUND, IS 77.73 FEET OR 23.692 METERS N N 5 DEG 35 MIN E
 AK5243'FROM STATION, 244.5 FEET NNE OF SAID NE LEG OF BEACON
 AK5243'TOWER, AND 48-1/2 FEET E OF PROJECTED PLANE OF THE E SIDE OF
 AK5243'SAME.
 AK5243'
 AK5243'AZIMUTH STAMPED AIRPORT AZI 1950, PROJECTS 0.3 FOOT,
 AK5243'IS ABOUT 595 YARDS WSW S 76 DEG 15 MIN 08.6 SEC W FROM
 AK5243'STATION, 129 FEET SE OF SE EDGE OF RUNWAY, 203-1/2 FEET SW OF
 AK5243'SW EDGE OF TAXI STRIP, AND 1.3 FEET NE OF STEEL WITNESS POST.
 AK5243
 AK5243                          STATION RECOVERY (1966)
 AK5243
 AK5243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK5243'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DUE
 AK5243'TO CONSTRUCTION OF A BUILDING AT THE SITE OF THE STATION ALL
 AK5243'MARKS, EXCEPT THE AZIMUTH MARK WERE DESTROYED.  A NEW STATION,
 AK5243'AIRPORT 2 WAS ESTABLISHED AT THIS TIME.
 AK5243'
 AK5243'AIRPORT 1950 AND RM 1 AND 2 WERE FIRST ORDER BENCH
 AK5243'MARKS.
 AK5243'
 AK5243'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AK5243'
 AK5243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK5243'7 MILES SOUTH OF TITUSVILLE.
 AK5243
 AK5243                          STATION RECOVERY (1970)
 AK5243
 AK5243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WHS)
 AK5243'NOT RECOVERED.  MEASUREMENTS PLACE STATION AT A POINT WHERE A
 AK5243'PASSENGER LOADING RAMP AND SHED HAVE BEEN BUILT.  STATION MARK
 AK5243'AND REFERENCE MARKS ARE BELIEVED TO HAVE BEEN DESTROYED
 AK5243'DURING CONSTRUCTION.
 AK5243'
 AK5243'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 AK5243
 AK5243                          STATION RECOVERY (1989)
 AK5243
 AK5243'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK5243'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7890 ***********************************************************************
 AD7890  CBN         -  This is a Cooperative Base Network Control Station.
 AD7890  DESIGNATION -  AIRPORT
 AD7890  PID         -  AD7890
 AD7890  STATE/COUNTY-  FL/HENDRY
 AD7890  USGS QUAD   -  HOG CYPRESS (1970)
 AD7890
 AD7890                         *CURRENT SURVEY CONTROL
 AD7890  ___________________________________________________________________
 AD7890* NAD 83(1999)-  26 44 15.66910(N)    081 03 17.87454(W)     ADJUSTED  
 AD7890* NAVD 88     -         5.590  (meters)      18.34   (feet)  ADJUSTED  
 AD7890  ___________________________________________________________________
 AD7890  X           -     886,276.019 (meters)                     COMP
 AD7890  Y           -  -5,630,681.416 (meters)                     COMP
 AD7890  Z           -   2,852,279.983 (meters)                     COMP
 AD7890  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AD7890  ELLIP HEIGHT-         -19.03  (meters)          (05/31/01) GPS OBS
 AD7890  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AD7890  DYNAMIC HT  -           5.581 (meters)      18.31  (feet)  COMP
 AD7890  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 AD7890
 AD7890  HORZ ORDER  -  B
 AD7890  VERT ORDER  -  FIRST     CLASS II
 AD7890  ELLP ORDER  -  FIFTH     CLASS I
 AD7890
 AD7890.This mark is at Clewiston (AIRGLADES) Airport (2IS)
 AD7890
 AD7890.The horizontal coordinates were established by GPS observations
 AD7890.and adjusted by the National Geodetic Survey in May 2001..
 AD7890
 AD7890.The orthometric height was determined by differential leveling
 AD7890.and adjusted by the National Geodetic Survey in June 2002..
 AD7890.No vertical observational check was made to the station.
 AD7890
 AD7890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7890
 AD7890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7890
 AD7890.The ellipsoidal height was determined by GPS observations
 AD7890.and is referenced to NAD 83.
 AD7890
 AD7890.The geoid height was determined by GEOID03.
 AD7890
 AD7890.The dynamic height is computed by dividing the NAVD 88
 AD7890.geopotential number by the normal gravity value computed on the
 AD7890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7890.degrees latitude (g = 980.6199 gals.).
 AD7890
 AD7890.The modeled gravity was interpolated from observed gravity values.
 AD7890
 AD7890;                    North         East     Units Scale Factor Converg.
 AD7890;SPC FL E     -   266,342.151   194,532.160   MT  0.99994155   -0 01 29.0
 AD7890;SPC FL E     -   873,824.21    638,227.59   sFT  0.99994155   -0 01 29.0
 AD7890;UTM  17      - 2,957,383.258   494,534.025   MT  0.99960037   -0 01 29.0
 AD7890
 AD7890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7890!SPC FL E     -   1.00000299  x   0.99994155  =   0.99994454
 AD7890!UTM  17      -   1.00000299  x   0.99960037  =   0.99960336
 AD7890
 AD7890:                Primary Azimuth Mark                     Grid Az
 AD7890:SPC FL E     -  AIRPORT AZ MK                            134 39 31.6
 AD7890:UTM  17      -  AIRPORT AZ MK                            134 39 31.6
 AD7890
 AD7890|---------------------------------------------------------------------|
 AD7890| PID    Reference Object                     Distance      Geod. Az  |
 AD7890|                                                           dddmmss.s |
 AD7890| AD7909 AIRPORT AZ MK                       APPROX. 0.9 KM 1343802.6 |
 AD7890|---------------------------------------------------------------------|
 AD7890
 AD7890                          SUPERSEDED SURVEY CONTROL
 AD7890
 AD7890  NAD 83(1990)-  26 44 15.66768(N)    081 03 17.87385(W) AD(       ) B
 AD7890  ELLIP H (09/13/90)  -19.05   (m)                       GP(       ) 4 1
 AD7890  NGVD 29 (09/13/90)    5.9    (m)           19.     (f) GPS OBS        
 AD7890
 AD7890.Superseded values are not recommended for survey control.
 AD7890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7890.See file dsdata.txt to determine how the superseded data were derived.
 AD7890
 AD7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK9453457383(NAD 83)
 AD7890_MARKER: F = FLANGE-ENCASED ROD
 AD7890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD7890_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD7890_STAMPING: AIRPORT 1989
 AD7890_MARK LOGO: NGS   
 AD7890_PROJECTION: RECESSED 8 CENTIMETERS
 AD7890_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7890+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 AD7890_ROD/PIPE-DEPTH: 11.7 meters
 AD7890_SLEEVE-DEPTH  : 0.91 meters
 AD7890
 AD7890  HISTORY     - Date     Condition        Report By
 AD7890  HISTORY     - 1989     MONUMENTED       NGS
 AD7890  HISTORY     - 19980715 GOOD             GCYI
 AD7890  HISTORY     - 20020221 GOOD             FLDEP
 AD7890  HISTORY     - 20030530 GOOD             DENI
 AD7890
 AD7890                          STATION DESCRIPTION
 AD7890
 AD7890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD7890'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST-SOUTHWEST OF
 AD7890'CLEWISTON, ABOUT 2 KM (1.25 MI) SOUTH OF U.S. HIGHWAY 27, AT THE
 AD7890'NORTHWEST END AND AT A NORTHWEST-SOUTHEAST FENCELINE AT RUNWAY 13-31
 AD7890'AT THE CLEWISTON/AIRGLADES AIRPORT.  OWNERSHIP--HENDRY COUNTY, MANAGER
 AD7890'IS BILL JONES OR KEN HUNTER, PHONE IS 813-983-5206, 983-6151.
 AD7890'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.
 AD7890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND S.
 AD7890'BERNARD RD., LOCATED AT THE WEST EDGE OF CLEWISTON, AND ABOUT 0.16 KM
 AD7890'(0.10 MI) WEST OF A MCDONALDS RESTAURANT, GO WEST ALONG U.S.HIGHWAY 27
 AD7890'FOR 1.1 KM (0.70 MI) TO A RAILROAD CROSSING, CONTINUE WEST ALONG
 AD7890'HIGHWAY FOR 8.5 KM (5.30 MI) TO AN ASPHALT ROAD ON THE LEFT AND AN
 AD7890'AIRPORT SIGN, THEN GO LEFT, SOUTH, ALONG THE ASPHALT ROAD FOR 2 KM
 AD7890'(1.25 MI) TO AN ELECTRIC ENTRANCE GATE AT THE AIRPORT, THEN PASS THRU
 AD7890'GATE AND GO SOUTHWEST FOR ABOUT 600.0 M (1968.5 FT) TO A METAL HANGAR
 AD7890'AND MANAGERS OFFICE STRAIGHT AHEAD.  FROM THE MANAGERS OFFICE GO
 AD7890'WEST AND NORTH FOLLOWING PAVED TAXIWAY FOR ABOUT 0.4 KM (0.25 MI) TO
 AD7890'THE NORTHWEST END OF RUNWAY 13-31 AND THE STATION NEAR A FENCELINE AND
 AD7890'ABOUT 60 M (196.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY.
 AD7890'THE STATION IS RECESSED 8 CM BELOW GROUND.  LOCATED 62.2 M (204.1 FT)
 AD7890'SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY, 59.7 M (195.9 FT) SOUTHWEST
 AD7890'OF THE SOUTHWESTMOST 1 OF 6 END RUNWAY LIGHTS AND 0.9 M (3.0 FT) NORTH
 AD7890'FROM A FENCE LINE.
 AD7890'DESCRIBED BY G.F. SMITH.
 AD7890
 AD7890                          STATION RECOVERY (1998)
 AD7890
 AD7890'RECOVERY NOTE BY G.C.Y., INCORPORATED 1998 (GCY)
 AD7890'RECOVERED AS DESCRIBED.
 AD7890
 AD7890                          STATION RECOVERY (2002)
 AD7890
 AD7890'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7890'THE STATION IS ABOUT 8.5 MI SOUTHWEST OF MOORE HAVEN, 7.5 MI WEST OF
 AD7890'CLEWISTON,
 AD7890'OWNERSHIP---HENDRY COUNTY, THE PHONE NUMBER IS (863) 983-6151,
 AD7890'PERMISSION MUST BE
 AD7890'OBTAINED BEFORE ENTERING AIRPORT.
 AD7890' 
 AD7890'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 832 (WC OWEN)
 AD7890'AND U.S. HIGHWAY
 AD7890'27 (STATE ROAD 80, WEST SUGARLAND HIGHWAY) IN CLEWISTON, GO WEST ON
 AD7890'U.S. HIGHWAY 27
 AD7890'(STATE ROAD 80, WEST SUGARLAND HIGHWAY) FOR 6.95 MI TO THE JUNCTION OF
 AD7890'AIRGLADES
 AD7890'BOULEVARD ON THE LEFT, TURN LEFT ON AIRGLADES BOULEVARD AND GO WEST
 AD7890'FOR 1.25 MI TO AN
 AD7890'ELECTRIC ENTRANCE GATE AT THE AIRGLADES AIRPORT, PASSING THROUGH THE
 AD7890'GATE GO
 AD7890'SOUTHWEST FOR 0.05 MI PASSING A METAL HANGAR ON THE RIGHT FOR THE
 AD7890'AIRGLADES AIRPORT
 AD7890'AND THE MANAGERS OFFICE ON THE LEFT AND THE NORTH END OF A TAXIWAY AND
 AD7890'PAVED APRON,
 AD7890'CONTINUE SOUTH ON THE TAXIWAY FOR 0.5 MI TO THE INTERSECTION OF
 AD7890'TAXIWAY A2, TURN
 AD7890'RIGHT AND GO NORTHWEST ON TAXIWAY A2 FOR 0.25 MI TO THE T-JUNCTION OF
 AD7890'TAXIWAY A1,
 AD7890'TURN LEFT AND GO SOUTHWEST ON A TAXIWAY (A 1) FOR 0.05 MI TO THE
 AD7890'T-JUNCTION OF RUNWAY
 AD7890'13-31, CONTINUE SOUTHWEST ACROSS RUNWAY 13-31 FOR 0.05 MI TO THE
 AD7890'STATION, A STAINLESS
 AD7890'STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP RECESSED 0.3 FT
 AD7890'BELOW THE
 AD7890'LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE RUNWAY, THE DATUM POINT
 AD7890'IS RECESSED
 AD7890'0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 AD7890' 
 AD7890'LOCATED 209.0 FT SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 162.0
 AD7890'FT SOUTHEAST OF
 AD7890'A 24-INCH PALM TREE, 30.5 FT NORTHWEST OF THE EXTENDED CENTERLINE OF
 AD7890'TAXIWAY A1 ON
 AD7890'THE NORTHEAST SIDE OF RUNWAY 13-31 AND 4.5 FT NORTHEAST OF A CARSONITE
 AD7890'WITNESS POST.
 AD7890' 
 AD7890'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 AD7890' 
 AD7890'NOTE A PIECE OF REBAR WAS PLACE INSIDE OF THE NGS LOGO CAP.
 AD7890' 
 AD7890'
 AD7890
 AD7890                          STATION RECOVERY (2003)
 AD7890
 AD7890'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD7890'RECOVERED AS DESCRIBED IN 2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0955 ***********************************************************************
 AK0955  DESIGNATION -  AIRPORT 2
 AK0955  PID         -  AK0955
 AK0955  STATE/COUNTY-  FL/BREVARD
 AK0955  USGS QUAD   -  TITUSVILLE (1988)
 AK0955
 AK0955                         *CURRENT SURVEY CONTROL
 AK0955  ___________________________________________________________________
 AK0955* NAD 83(1990)-  28 30 40.10841(N)    080 47 39.43191(W)     ADJUSTED  
 AK0955* NAVD 88     -         9.89   (meters)      32.4    (feet)  RESET     
 AK0955  ___________________________________________________________________
 AK0955  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AK0955  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AK0955
 AK0955  HORZ ORDER  -  SECOND
 AK0955  VERT ORDER  -  THIRD
 AK0955
 AK0955.This mark is at Space Center Exec Airport (TIX)
 AK0955
 AK0955.The horizontal coordinates were established by classical geodetic methods
 AK0955.and adjusted by the National Geodetic Survey in May 1991..
 AK0955
 AK0955.The orthometric height was computed from unverified reset data.
 AK0955
 AK0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK0955
 AK0955.The geoid height was determined by GEOID03.
 AK0955
 AK0955;                    North         East     Units Scale Factor Converg.
 AK0955;SPC FL E     -   462,869.414   220,136.907   MT  0.99994618   +0 05 53.5
 AK0955;SPC FL E     - 1,518,597.40    722,232.50   sFT  0.99994618   +0 05 53.5
 AK0955;UTM  17      - 3,153,843.466   520,130.037   MT  0.99960500   +0 05 53.5
 AK0955
 AK0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0955!SPC FL E     -   1.00000285  x   0.99994618  =   0.99994903
 AK0955!UTM  17      -   1.00000285  x   0.99960500  =   0.99960785
 AK0955
 AK0955|---------------------------------------------------------------------|
 AK0955| PID    Reference Object                     Distance      Geod. Az  |
 AK0955|                                                           dddmmss.s |
 AK0955| AK0956 AIRPORT 2 RM 1                                     20616     |
 AK0955| AK0949 TIX AIRPORT AZ                      APPROX. 0.5 KM 2683035.5 |
 AK0955| AK0952 TIX AIRPORT 3                        10.885 METERS 26831     |
 AK0955| AK0958 AIRPORT 2 RM 2                                     28628     |
 AK0955| AK5243 AIRPORT                             111.548 METERS 35747     |
 AK0955|---------------------------------------------------------------------|
 AK0955
 AK0955                          SUPERSEDED SURVEY CONTROL
 AK0955
 AK0955  NAD 83(1986)-  28 30 40.11531(N)    080 47 39.44496(W) AD(       ) 2
 AK0955  NAD 27      -  28 30 39.11419(N)    080 47 40.24885(W) AD(       ) 2
 AK0955  NGVD 29 (??/??/??)   10.29   (m)           33.8    (f) RESET       3  
 AK0955
 AK0955.Superseded values are not recommended for survey control.
 AK0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0955.See file dsdata.txt to determine how the superseded data were derived.
 AK0955
 AK0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2013053843(NAD 83)
 AK0955_MARKER: DS = TRIANGULATION STATION DISK
 AK0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0955_SP_SET: CONCRETE POST
 AK0955_STAMPING: AIRPORT 2 1966
 AK0955_MARK LOGO: CGS   
 AK0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0955+STABILITY: SURFACE MOTION
 AK0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK0955+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 AK0955
 AK0955  HISTORY     - Date     Condition        Report By
 AK0955  HISTORY     - 1966     MONUMENTED       CGS
 AK0955  HISTORY     - 1970     GOOD             NGS
 AK0955  HISTORY     - 1970     GOOD             NGS
 AK0955  HISTORY     - 1971     GOOD             NGS
 AK0955  HISTORY     - 1975     GOOD             NGS
 AK0955  HISTORY     - 1975     GOOD             NGS
 AK0955  HISTORY     - 1979     GOOD             NGS
 AK0955  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK0955  HISTORY     - 1988     GOOD             USPSQD
 AK0955  HISTORY     - 1990     POOR             USPSQD
 AK0955  HISTORY     - 19930831 MARK NOT FOUND   GEOBAS
 AK0955  HISTORY     - 20021023 GOOD             FL-009
 AK0955
 AK0955                          STATION DESCRIPTION
 AK0955
 AK0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK0955'STATION IS LOCATED AT THE TITUSVILLE-COCOA AIRPORT, ABOUT
 AK0955'12 MILES NORTH OF COCOA, 7 MILES SOUTH OF TITUSVILLE, 0.7 MILES
 AK0955'WEST OF U.S. HIGHWAY NO. 1, 220 FEET EAST FROM THE EAST EDGE OF
 AK0955'THE MOST EAST NORTH-SOUTH RUNWAY, 77 FEET NORTHEAST OF A PALM
 AK0955'TREE AND 26 FEET SOUTH OF THE NORTH EDGE OF A PARKING LOT.  MARK
 AK0955'IS FLUSH AND THE DISK IS STAMPED AIRPORT 2 1966.
 AK0955'
 AK0955'REFERENCE MARK NUMBER 1 IS 73 FEET SOUTH OF THE NORTH EDGE
 AK0955'OF THE PARKING AREA AND 67 FEET SOUTHEAST OF A PALM TREE.  MARK
 AK0955'IS FLUSH AND THE DISK IS STAMPED AIRPORT 2 NO 1 1966.
 AK0955'
 AK0955'REFERENCE MARK NUMBER 2 IS 28 FEET NORTH OF A PALM TREE, 11 FEET
 AK0955'SOUTHEAST OF A PARKING LOT LIGHT POLE AND 1 FOOT SOUTH OF THE
 AK0955'NORTH EDGE OF THE PARKING LOT.  MARK IS FLUSH AND THE DISK IS
 AK0955'STAMPED AIRPORT 2 NO 2 1966.
 AK0955'
 AK0955'AZIMUTH MARK IS NEAR THE CENTER OF AN ISLAND BETWEEN 4 RUNWAYS
 AK0955'AND 1 FOOT NORTHEAST OF A STEEL POST WITH WITNESS SIGN ON IT.  MARK
 AK0955'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED AIRPORT AZI. 1950.
 AK0955'
 AK0955'A LEVEL CONNECTION WAS MADE FROM AIRPORT 1950 TO AIRPORT 2 1966
 AK0955'BEFORE STATION AIRPORT 1950 WAS DESTROYED.  THE FIELD ELEVATION
 AK0955'FOR AIRPORT 2 IS 10.285 METERS.
 AK0955'
 AK0955'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 AK0955
 AK0955                          STATION RECOVERY (1970)
 AK0955
 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WHS)
 AK0955'LOCATED IN THE PARKING AREA SOUTHEAST OF THE CONTROL TOWER AT
 AK0955'THE TI-CO AIRPORT, IN THIRD SPACE 25.6 FEET SOUTH OF NORTH EDGE OF
 AK0955'MACADAM, 14.4 FT. EAST OF WIRE FENCE, 25.4 FEET SOUTHEAST OF
 AK0955'SOUTH POST OF PEDESTRIAN GATE, AND 187 FEET SOUTHEAST OF
 AK0955'SOUTHEAST CORNER OF CONTROL TOWER BUILDING.
 AK0955'
 AK0955'A STANDARD DISK STAMPED AIRPORT 2 1966, SET IN TOP OF CONCRETE
 AK0955'POST WHICH IS FLUSH WITH MACADAM PARKING SURFACE.
 AK0955'
 AK0955'R. M. NO. 1 IS SOUTHWEST OF STATION 52.60 FEET, 9.7 FEET WEST
 AK0955'OF WIRE FENCE, 28.3 FEET NORTHWEST OF NORTH GATE POST OF VEHICLE
 AK0955'GATE, 68.3 FEET SOUTHWEST OF SOUTH POST OF PEDESTRIAN GATE, AND
 AK0955'IS A REFERENCE MARK DISK STAMPED AIRPORT 2 NO. 1 1966, SET IN
 AK0955'TOP OF A CONCRETE POST, FLUSH WITH MACADAM SURFACE.
 AK0955'
 AK0955'R. M. NO. 2 IS WEST OF STATION 81.28 FEET, 63.18 FEET WEST OF
 AK0955'SOUTH POST OF PEDESTRIAN GATE, 1.44 FEET SOUTH OF EDGE OF
 AK0955'MACADAM, AND IS A REFERENCE MARK DISK STAMPED AIRPORT 2 NO. 2
 AK0955'1966, SET IN TOP OF CONCRETE POST, FLUSH WITH MACADAM SURFACE.
 AK0955'
 AK0955'DISTANCE BETWEEN REFERENCE MARKS IS 88.95 FEET.
 AK0955'
 AK0955'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AK0955'520 IN COCOA, GO NORTH ON U.S. 1 FOR 11.30 MILES TO AIRPORT
 AK0955'ROAD LEADING WEST TO TI-CO AIRPORT (OR DRIVE SOUTH 6.8 MILES
 AK0955'SOUTH ON U.S. 1 FROM THE CITY ADMINISTRATION BUILDING IN
 AK0955'TITUSVILLE, TO AIRPORT ROAD) THENCE WEST ON AIRPORT ROAD
 AK0955'0.65 MILE TO STATION SITE.
 AK0955
 AK0955                          STATION RECOVERY (1970)
 AK0955
 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0955'7.5 MI S FROM TITUSVILLE.
 AK0955'LOCATED IN THE PARKING AREA SOUTHEAST OF THE CONTROL TOWER AT
 AK0955'THE TI-CO AIRPORT, IN THIRD PARKING SPACE, 25.6 FEET SOUTH
 AK0955'OF THE NORTH EDGE OF MACADAM, 14.4 FEET EAST OF WIRE FENCE,
 AK0955'25.4 FEET SOUTHEAST OF SOUTH POST OF PEDESTRIAN GATE, AND
 AK0955'187 FEET SOUTHEAST OF SOUTHEAST CORNER OF CONTROL TOWER BUILDING.
 AK0955'DISK IS SET IN TOP OF CONCRETE POST WHICH IS FLUSH WITH MACADAM
 AK0955'SURFACE.  TO REACH FROM INTERSECTION OF U.S. HIGHWAY 1 AND
 AK0955'STATE ROAD 520 IN COCOA, GO NORTH ON U.S. 1 FOR 11.30 MILES
 AK0955'TO AIRPORT ROAD LEADING WEST TO TI-CO AIRPORT (OR DRIVE SOUTH
 AK0955'6.8 MILES SOUTH ON U.S. 1 FROM THE CITY ADMINISTRATION BUILDING
 AK0955'IN TITUSVILLE, TO AIRPORT ROAD) THENCE WEST ON AIRPORT ROAD
 AK0955'0.65 MILE TO STATION SITE.  NOTE-- IT IS NOW LOCATED INSIDE
 AK0955'AND NEAR THE CENTER, OF THE AIRPORT FIRE STATION.
 AK0955
 AK0955                          STATION RECOVERY (1971)
 AK0955
 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AK0955'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 AK0955'SMALL BUILDING WHICH IS USED AS THE AIRPORT FIRE STATION WAS
 AK0955'BUILT OVER THE STATION MARK, BLOCKING THE VISIBILITY IN ALL
 AK0955'DIRECTIONS EXCEPT TO THE AZIMUTH MARK WHICH IS VISIBLE THROUGH
 AK0955'THE WEST DOOR OF THE BUILDING.  AIRPORT 3 WAS ESTABLISHED AT THE
 AK0955'WEST SIDE OF THE FIRE STATION AND DIRECTLY ON LINE TO THE
 AK0955'AZIMUTH MARK.  AIRPORT 2 1966 WAS NOT DESTROYED AT THIS TIME AS
 AK0955'THE FIRE STATION APPEARS TO BE A TEMPORARY BUILDING AND
 AK0955'MAY BE REMOVED IN THE FUTURE.  A NEW DESCRIPTION
 AK0955'FOLLOWS--
 AK0955'
 AK0955'STATION IS LOCATED AT ABOUT THE CENTER AND INSIDE THE FIRE
 AK0955'STATION AT THE TITUSVILLE-COCOA TRI-COUNTY AIRPORT ABOUT
 AK0955'12 MILES NORTH OF COCOA AND ABOUT 7 MILES SOUTH OF
 AK0955'TITUSVILLE.  STATION, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AK0955'POST AND STAMPED AIRPORT 2 1966 IS FLUSH WITH THE MACADAM FLOOR
 AK0955'OF THE FIRE STATION.
 AK0955'
 AK0955'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 AK0955'CONCRETE POST AND STAMPED AIRPORT 2 NO 1 1966, IS 28 FEET
 AK0955'NORTHWEST OF THE NORTH GATE POST OF A CHAIN LINK FENCE, 26 FEET
 AK0955'NORTHWEST OF A POWER POLE WITH LIGHT, 25-1/2 FEET SOUTHWEST OF THE
 AK0955'SOUTHWEST CORNER OF FIRE STATION AND 9-1/2 FEET WEST OF A CHAIN
 AK0955'LINK FENCE.  THE MARK IS FLUSH WITH THE MACADAM PAVEMENT.
 AK0955'
 AK0955'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 AK0955'CONCRETE POST AND STAMPED AIRPORT 2 NO 2 1966, IS 64 FEET WEST
 AK0955'OF THE WEST SIDE OF THE FIRE STATION, 34 FEET SOUTHWEST OF A POWER
 AK0955'POLE AND 1 FOOT SOUTH OF THE NORTH EDGE OF MACADAM PAVEMENT.  THE
 AK0955'MARK IS FLUSH.
 AK0955'
 AK0955'AIRPORT 3 1971, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AK0955'POST AND STAMPED AIRPORT 3 1971, IS 57 FEET SOUTHEAST OF A
 AK0955'POWER POLE WITH LIGHT, 37 FEET SOUTHWEST OF A POWER POLE,
 AK0955'32 FEET NORTHWEST OF THE SOUTHWEST CORNER OF FIRE STATION,
 AK0955'26-1/2 FEET SOUTH OF THE NORTH EDGE OF MACADAM PAVEMENT AND
 AK0955'21-1/2 FEET WEST OF THE WEST DOOR OF FIRE STATION.  THE MARK
 AK0955'IS FLUSH WITH PAVEMENT.
 AK0955'
 AK0955'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AK0955'POST AND STAMPED AIRPORT AZI 1950 IS NEAR THE CENTER OF AN
 AK0955'ISLAND BETWEEN FOUR RUNWAYS AND 1 FOOT NORTHEAST OF A WITNESS
 AK0955'POST.  THE MARK PROJECTS ABOUT 2 INCHES.
 AK0955'
 AK0955'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK0955'ABOUT 7 MILES S OF TITUSVILLE.
 AK0955
 AK0955                          STATION RECOVERY (1975)
 AK0955
 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT)
 AK0955'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AK0955'DESCRIBED IN THE 1971 DESCRIPTION.
 AK0955
 AK0955                          STATION RECOVERY (1975)
 AK0955
 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AK0955'RECOVERED IN GOOD CONDITION.
 AK0955
 AK0955                          STATION RECOVERY (1979)
 AK0955
 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AK0955'RECOVERED IN GOOD CONDITION.
 AK0955
 AK0955                          STATION RECOVERY (1987)
 AK0955
 AK0955'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AK0955'MARK NOT FOUND.
 AK0955
 AK0955                          STATION RECOVERY (1988)
 AK0955
 AK0955'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0955'RECOVERED IN GOOD CONDITION.
 AK0955
 AK0955                          STATION RECOVERY (1990)
 AK0955
 AK0955'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0955'MARK RECOVERED IN POOR CONDITION.
 AK0955
 AK0955                          STATION RECOVERY (1993)
 AK0955
 AK0955'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AK0955'NOT FOUND
 AK0955
 AK0955                          STATION RECOVERY (2002)
 AK0955
 AK0955'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV)
 AK0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7909 ***********************************************************************
 AD7909  DESIGNATION -  AIRPORT AZ MK
 AD7909  PID         -  AD7909
 AD7909  STATE/COUNTY-  FL/HENDRY
 AD7909  USGS QUAD   -  HOG CYPRESS (1970)
 AD7909
 AD7909                         *CURRENT SURVEY CONTROL
 AD7909  ___________________________________________________________________
 AD7909* NAD 83(1999)-  26 43 54.79582(N)    081 02 54.33010(W)     ADJUSTED  
 AD7909* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 AD7909  ___________________________________________________________________
 AD7909  X           -     886,963.717 (meters)                     COMP
 AD7909  Y           -  -5,630,865.768 (meters)                     COMP
 AD7909  Z           -   2,851,706.268 (meters)                     COMP
 AD7909  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AD7909  ELLIP HEIGHT-         -18.95  (meters)          (12/13/01) GPS OBS
 AD7909  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AD7909
 AD7909  HORZ ORDER  -  FIRST
 AD7909  ELLP ORDER  -  FIFTH     CLASS I
 AD7909
 AD7909.This mark is at Clewiston (AIRGLADES) Airport (2IS)
 AD7909
 AD7909.The horizontal coordinates were established by GPS observations
 AD7909.and adjusted by the National Geodetic Survey in December 2001..
 AD7909
 AD7909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7909
 AD7909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7909
 AD7909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7909
 AD7909.The ellipsoidal height was determined by GPS observations
 AD7909.and is referenced to NAD 83.
 AD7909
 AD7909.The geoid height was determined by GEOID03.
 AD7909
 AD7909;                    North         East     Units Scale Factor Converg.
 AD7909;SPC FL E     -   265,699.495   195,182.516   MT  0.99994146   -0 01 18.4
 AD7909;SPC FL E     -   871,715.76    640,361.30   sFT  0.99994146   -0 01 18.4
 AD7909;UTM  17      - 2,956,740.821   495,184.160   MT  0.99960029   -0 01 18.4
 AD7909
 AD7909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7909!SPC FL E     -   1.00000298  x   0.99994146  =   0.99994444
 AD7909!UTM  17      -   1.00000298  x   0.99960029  =   0.99960327
 AD7909
 AD7909:                Primary Azimuth Mark                     Grid Az
 AD7909:SPC FL E     -  AIRPORT                                  314 39 31.6
 AD7909:UTM  17      -  AIRPORT                                  314 39 31.6
 AD7909
 AD7909|---------------------------------------------------------------------|
 AD7909| PID    Reference Object                     Distance      Geod. Az  |
 AD7909|                                                           dddmmss.s |
 AD7909| AD7890 AIRPORT                             APPROX. 0.9 KM 3143813.2 |
 AD7909|---------------------------------------------------------------------|
 AD7909
 AD7909                          SUPERSEDED SURVEY CONTROL
 AD7909
 AD7909  NAD 83(1990)-  26 43 54.79440(N)    081 02 54.32941(W) AD(       ) 1
 AD7909  NGVD 29 (02/04/91)    6.0    (m)           20.     (f) GPS OBS        
 AD7909
 AD7909.Superseded values are not recommended for survey control.
 AD7909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7909.See file dsdata.txt to determine how the superseded data were derived.
 AD7909
 AD7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK9518456741(NAD 83)
 AD7909_MARKER: I = METAL ROD
 AD7909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD7909_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD7909_STAMPING: AIRPORT AZ MK 1989
 AD7909_MARK LOGO: NGS   
 AD7909_PROJECTION: FLUSH
 AD7909_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7909+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AD7909_ROD/PIPE-DEPTH: 5.6  meters
 AD7909_SLEEVE-DEPTH  : 0.91 meters
 AD7909
 AD7909  HISTORY     - Date     Condition        Report By
 AD7909  HISTORY     - 1989     MONUMENTED       NGS
 AD7909  HISTORY     - 20020221 MARK NOT FOUND   FLDEP
 AD7909
 AD7909                          STATION DESCRIPTION
 AD7909
 AD7909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD7909'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST-SOUTHWEST OF
 AD7909'CLEWISTON, ABOUT 2 KM (1.25 MI) SOUTH OF U.S. HIGHWAY 27, AT THE
 AD7909'SOUTHEAST END OF RUNWAY 13-31 AT THE CLEWISTON/AIRGLADES AIRPORT.
 AD7909'OWNERSHIP--HENDRY COUNTY, MANAGER IS BILL JONES OR KEN HUNTER, PHONE
 AD7909'IS 813-983-5206, 983-6151.  NOTE--PERMISSION MUST BE OBTAINED BEFORE
 AD7909'ENTERING AIRPORT.
 AD7909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND S.
 AD7909'BERNARD RD., LOCATED AT THE WEST EDGE OF CLEWISTON, AND ABOUT 0.16 KM
 AD7909'(0.10 MI) WEST OF A MCDONALDS RESTAURANT, GO WEST ALONG U.S.HIGHWAY 27
 AD7909'FOR 1.1 KM (0.70 MI) TO A RAILROAD CROSSING, CONTINUE WEST ALONG
 AD7909'HIGHWAY FOR 8.5 KM (5.30 MI) TO AN ASPHALT ROAD ON THE LEFT AND AN
 AD7909'AIRPORT SIGN, THEN GO LEFT, SOUTH, ALONG THE ASPHALT ROAD FOR 2 KM
 AD7909'(1.25 MI) TO AN ELECTRIC ENTRANCE GATE AT THE AIRPORT, THEN PASS THRU
 AD7909'GATE AND GO SOUTHWEST FOR ABOUT 600.0 M (1968.5 FT) TO A METAL HANGAR
 AD7909'AND MANAGERS OFFICE STRAIGHT AHEAD.  FROM THE MANAGERS OFFICE GO
 AD7909'WEST, SOUTH, AND NORTHWEST ALONG PAVED APRON AND TAXI FOR ABOUT 0.24
 AD7909'KM (0.15 MI) TO THE JUNCTION OF THE TAXIWAY AND RUNWAY 13-31, THEN GO
 AD7909'SOUTHEAST ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR ABOUT 0.24 KM
 AD7909'(0.15 MI) TO THE SOUTHEAST END OF THE RUNWAY AND THE STATION, NEAR A
 AD7909'NORTHWEST-SOUTHEAST FENCE LINE AND ABOUT 61 M (200.1 FT) SOUTHWEST OF
 AD7909'THE SOUTHWEST EDGE OF THE RUNWAY.
 AD7909'THE STATION IS RECESSED 8 CM BELOW GROUND.  LOCATED 1.7 M (5.6 FT)
 AD7909'NORTHEAST OF A FENCE LINE, 3.3 M (10.8 FT) SOUTHEAST OF THE CENTER OF
 AD7909'AN IRON GATE LEADING TO A PASTURE, 58.7 M (192.6 FT) SOUTHWEST OF THE
 AD7909'SOUTHWESTERNMOST 1 OF 6 END RUNWAY LIGHTS AND 61.2 M (200.8 FT)
 AD7909'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY.
 AD7909'DESCRIBED BY G.F. SMITH.
 AD7909
 AD7909                          STATION RECOVERY (2002)
 AD7909
 AD7909'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7909'THE MARK WAS NOT FOUND, RUNWAY 13-31 HAS BEEN EXTENDED BOTH NORTHWEST
 AD7909'AND
 AD7909'SOUTHEAST, NO FENCE LINE AND NO IRON GATE LEADING TO A PASTURE AT THIS
 AD7909'LOCATION.
 AD7909' 
 AD7909' 
 AD7909' 
 AD7909' 
 AD7909'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3643 ***********************************************************************
 BE3643  DESIGNATION -  AIRPORT BCN FANNIN APT
 BE3643  PID         -  BE3643
 BE3643  STATE/COUNTY-  FL/BAY
 BE3643  USGS QUAD   -  PANAMA CITY (1982)
 BE3643
 BE3643                         *CURRENT SURVEY CONTROL
 BE3643  ___________________________________________________________________
 BE3643* NAD 83(1990)-  30 12 26.34539(N)    085 41 00.44245(W)     ADJUSTED  
 BE3643* NAVD 88     -                                                        
 BE3643  ___________________________________________________________________
 BE3643  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BE3643  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BE3643
 BE3643  HORZ ORDER  -  THIRD
 BE3643
 BE3643.This mark is at Panama City-Bay Co Intl Airport (PFN)
 BE3643
 BE3643.The horizontal coordinates were established by classical geodetic methods
 BE3643.and adjusted by the National Geodetic Survey in May 1991..
 BE3643
 BE3643
 BE3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3643
 BE3643.The geoid height was determined by GEOID03.
 BE3643
 BE3643;                    North         East     Units Scale Factor Converg.
 BE3643;SPC FL N     -   134,419.487   486,058.697   MT  0.99994868   -0 35 41.0
 BE3643;SPC FL N     -   441,007.93  1,594,677.58   sFT  0.99994868   -0 35 41.0
 BE3643;UTM  16      - 3,342,490.820   626,718.384   MT  0.99979810   +0 39 44.9
 BE3643
 BE3643                          SUPERSEDED SURVEY CONTROL
 BE3643
 BE3643  NAD 83(1986)-  30 12 26.35466(N)    085 41 00.45146(W) AD(       ) 4
 BE3643  NAD 27      -  30 12 25.63200(N)    085 41 00.71100(W) AD(       ) 3
 BE3643
 BE3643.Superseded values are not recommended for survey control.
 BE3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3643.See file dsdata.txt to determine how the superseded data were derived.
 BE3643
 BE3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2671842491(NAD 83)
 BE3643_MARKER: 21 = AIRPORT BEACON
 BE3643
 BE3643  HISTORY     - Date     Condition        Report By
 BE3643  HISTORY     - 1960     FIRST OBSERVED   CGS
 BE3643  HISTORY     - 1967     GOOD             CGS
 BE3643  HISTORY     - 19950204 MARK NOT FOUND   USPSQD
 BE3643
 BE3643                          STATION DESCRIPTION
 BE3643
 BE3643'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 BE3643'IT IS 158 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 140
 BE3643'FEET WEST OF THE NORTHWEST CORNER OF THE MANAGERS OFFICE
 BE3643'BUILDING, AND 80 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 BE3643'OF A CONCRETE APRON.  IT IS AN ALTERNATING WHITE AND GREEN
 BE3643'FLASHING LIGHT SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.
 BE3643
 BE3643                          STATION RECOVERY (1967)
 BE3643
 BE3643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLS)
 BE3643'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BE3643'
 BE3643'NOTE--TO BE DISMANTLED UPON COMMISSION OF NEW AIRPORT BEACON.
 BE3643'
 BE3643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BE3643'AT PANAMA CITY - BAY COUNTY AIRPORT.
 BE3643
 BE3643                          STATION RECOVERY (1995)
 BE3643
 BE3643'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6634 ***********************************************************************
 AK6634  DESIGNATION -  AIRPORT BCN ORLANDO AIRPORT
 AK6634  PID         -  AK6634
 AK6634  STATE/COUNTY-  FL/ORANGE
 AK6634  USGS QUAD   -  ORLANDO EAST (1980)
 AK6634
 AK6634                         *CURRENT SURVEY CONTROL
 AK6634  ___________________________________________________________________
 AK6634* NAD 83(1990)-  28 33 08.78959(N)    081 20 16.57283(W)     ADJUSTED  
 AK6634* NAVD 88     -                                                        
 AK6634  ___________________________________________________________________
 AK6634  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AK6634  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AK6634
 AK6634  HORZ ORDER  -  THIRD
 AK6634
 AK6634.This mark is at Executive Airport (ORL)
 AK6634
 AK6634.The horizontal coordinates were established by classical geodetic methods
 AK6634.and adjusted by the National Geodetic Survey in May 1991..
 AK6634.No horizontal observational check was made to the station.
 AK6634
 AK6634
 AK6634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6634
 AK6634.The geoid height was determined by GEOID03.
 AK6634
 AK6634;                    North         East     Units Scale Factor Converg.
 AK6634;SPC FL E     -   467,475.735   166,932.799   MT  0.99995467   -0 09 41.5
 AK6634;SPC FL E     - 1,533,709.97    547,678.69   sFT  0.99995467   -0 09 41.5
 AK6634;UTM  17      - 3,158,448.216   466,944.081   MT  0.99961348   -0 09 41.5
 AK6634
 AK6634                          SUPERSEDED SURVEY CONTROL
 AK6634
 AK6634  NAD 83(1986)-  28 33 08.79721(N)    081 20 16.58750(W) AD(       ) 4
 AK6634  NAD 27      -  28 33 07.79220(N)    081 20 17.33974(W) AD(       ) 3
 AK6634
 AK6634.Superseded values are not recommended for survey control.
 AK6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6634.See file dsdata.txt to determine how the superseded data were derived.
 AK6634
 AK6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6694458448(NAD 83)
 AK6634_MARKER: 21 = AIRPORT BEACON
 AK6634
 AK6634  HISTORY     - Date     Condition        Report By
 AK6634  HISTORY     - 1960     FIRST OBSERVED   CGS
 AK6634  HISTORY     - 1984     GOOD             USPSQD
 AK6634  HISTORY     - 1984     GOOD             USPSQD
 AK6634  HISTORY     - 1985     GOOD             USPSQD
 AK6634  HISTORY     - 1986     GOOD             USPSQD
 AK6634  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AK6634  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK6634
 AK6634                          STATION DESCRIPTION
 AK6634
 AK6634'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6634'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE LIGHT
 AK6634'AT THE TOP OF A 50 FOOT STEEL STRUCTURE.  THE STRUCTURE IS
 AK6634'PAINTED ORANGE AND WHITE.
 AK6634'
 AK6634'THE BEACON IS LOCATED ON THE ORLANDO AIRPORT AT THE EAST
 AK6634'EDGE OF ORLANDO.
 AK6634
 AK6634                          STATION RECOVERY (1984)
 AK6634
 AK6634'RECOVERY NOTE BY US POWER SQUADRON 1984 (IEE)
 AK6634'AS ABOVE RECOVERED GOOD.
 AK6634'
 AK6634'RECOVERED AS DESCRIBED.
 AK6634
 AK6634                          STATION RECOVERY (1984)
 AK6634
 AK6634'RECOVERY NOTE BY US POWER SQUADRON 1984 (JD)
 AK6634'RECOVERED IN GOOD CONDITION.
 AK6634
 AK6634                          STATION RECOVERY (1985)
 AK6634
 AK6634'RECOVERY NOTE BY US POWER SQUADRON 1985 (JD)
 AK6634'RECOVERED IN GOOD CONDITION.
 AK6634
 AK6634                          STATION RECOVERY (1986)
 AK6634
 AK6634'RECOVERY NOTE BY US POWER SQUADRON 1986 (WJR)
 AK6634'RECOVERED IN GOOD CONDITION.
 AK6634
 AK6634                          STATION RECOVERY (1986)
 AK6634
 AK6634'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AK6634'MARK NOT FOUND.
 AK6634
 AK6634                          STATION RECOVERY (1988)
 AK6634
 AK6634'RECOVERY NOTE BY US POWER SQUADRON 1988 (JA)
 AK6634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6712 ***********************************************************************
 AK6712  DESIGNATION -  AIRPORT BCN SANFORD NAS
 AK6712  PID         -  AK6712
 AK6712  STATE/COUNTY-  FL/SEMINOLE
 AK6712  USGS QUAD   -  SANFORD (1988)
 AK6712
 AK6712                         *CURRENT SURVEY CONTROL
 AK6712  ___________________________________________________________________
 AK6712* NAD 83(1990)-  28 46 38.87124(N)    081 15 02.52739(W)     ADJUSTED  
 AK6712* NAVD 88     -                                                        
 AK6712  ___________________________________________________________________
 AK6712  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AK6712  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AK6712
 AK6712  HORZ ORDER  -  THIRD
 AK6712
 AK6712.This mark is at Central Florida Regional Airport (SFB)
 AK6712
 AK6712.The horizontal coordinates were established by classical geodetic methods
 AK6712.and adjusted by the National Geodetic Survey in May 1991..
 AK6712
 AK6712
 AK6712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6712
 AK6712.The geoid height was determined by GEOID03.
 AK6712
 AK6712;                    North         East     Units Scale Factor Converg.
 AK6712;SPC FL E     -   492,392.762   175,521.126   MT  0.99994857   -0 07 14.5
 AK6712;SPC FL E     - 1,615,458.59    575,855.56   sFT  0.99994857   -0 07 14.5
 AK6712;UTM  17      - 3,183,356.741   475,529.478   MT  0.99960739   -0 07 14.5
 AK6712
 AK6712                          SUPERSEDED SURVEY CONTROL
 AK6712
 AK6712  NAD 83(1986)-  28 46 38.87884(N)    081 15 02.54073(W) AD(       ) 4
 AK6712  NAD 27      -  28 46 37.90581(N)    081 15 03.30915(W) AD(       ) 3
 AK6712
 AK6712.Superseded values are not recommended for survey control.
 AK6712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6712.See file dsdata.txt to determine how the superseded data were derived.
 AK6712
 AK6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7552983357(NAD 83)
 AK6712_MARKER: 21 = AIRPORT BEACON
 AK6712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6712+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2002
 AK6712
 AK6712  HISTORY     - Date     Condition        Report By
 AK6712  HISTORY     - 1960     FIRST OBSERVED   CGS
 AK6712  HISTORY     - 1985     GOOD             USPSQD
 AK6712  HISTORY     - 1987     GOOD             USPSQD
 AK6712  HISTORY     - 20020105 GOOD             USPSQD
 AK6712
 AK6712                          STATION DESCRIPTION
 AK6712
 AK6712'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6712'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP THE
 AK6712'50 FOOT STEEL TOWER LOCATED ABOUT 2 MILES SOUTHEAST OF
 AK6712'SANFORD ON THE SANFORD U.S. NAVAL AIR STATION.
 AK6712'
 AK6712'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE PAINTED RED
 AK6712'AND WHITE.
 AK6712
 AK6712                          STATION RECOVERY (1985)
 AK6712
 AK6712'RECOVERY NOTE BY US POWER SQUADRON 1985 (JD)
 AK6712'AIRPORT BEACON-SANFORD FOUND GOOD.
 AK6712'
 AK6712'PROPERTY HAS BEEN AQUIRED BY SANFORD AIRPORT AUTHORITY AND IS NOW
 AK6712'A CIVILIAN AIRPORT.  THE TOWER IS NOW PAINTED SILVER.  THERE ARE NOW
 AK6712'TWO SMALL RED LIGHTS ATOP THE REVOLVING LIGHT ATOP THE 50 FOOT
 AK6712'TOWER.  TO REACH PROCEED NORTH FROM LONGWOOD TO THE INTERSECTION OF
 AK6712'17-92 AND 427A (AIRPORT ROAD), TURN EAST AND FOLLOW THE ROAD UNTIL
 AK6712'IT TURNS NORTH.  TOWER WILL BE 1/10 MILE NORTH ON YOUR WEST.
 AK6712
 AK6712                          STATION RECOVERY (1987)
 AK6712
 AK6712'RECOVERY NOTE BY US POWER SQUADRON 1987 (SD)
 AK6712'RECOVERED IN GOOD CONDITION.
 AK6712
 AK6712                          STATION RECOVERY (2002)
 AK6712
 AK6712'RECOVERY NOTE BY US POWER SQUADRON 2002 (MKW)
 AK6712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2310 ***********************************************************************
 AG2310  DESIGNATION -  AIRPORT BCN ST PETERSBURG APT
 AG2310  PID         -  AG2310
 AG2310  STATE/COUNTY-  FL/PINELLAS
 AG2310  USGS QUAD   -  SAFETY HARBOR (1956)
 AG2310
 AG2310                         *CURRENT SURVEY CONTROL
 AG2310  ___________________________________________________________________
 AG2310* NAD 83(1990)-  27 54 24.63259(N)    082 41 27.38335(W)     ADJUSTED  
 AG2310* NAVD 88     -                                                        
 AG2310  ___________________________________________________________________
 AG2310  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AG2310  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG2310
 AG2310  HORZ ORDER  -  THIRD
 AG2310
 AG2310.This mark is at St Petersburg Clearwater Int'l Airport (PIE)
 AG2310
 AG2310.The horizontal coordinates were established by classical geodetic methods
 AG2310.and adjusted by the National Geodetic Survey in May 1991..
 AG2310
 AG2310
 AG2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2310
 AG2310.The geoid height was determined by GEOID03.
 AG2310
 AG2310;                    North         East     Units Scale Factor Converg.
 AG2310;SPC FL W     -   396,077.943   131,982.580   MT  0.99999826   -0 19 24.2
 AG2310;SPC FL W     - 1,299,465.72    433,012.85   sFT  0.99999826   -0 19 24.2
 AG2310;UTM  17      - 3,088,032.438   333,586.098   MT  0.99994182   -0 47 29.8
 AG2310
 AG2310                          SUPERSEDED SURVEY CONTROL
 AG2310
 AG2310  NAD 83(1986)-  27 54 24.63854(N)    082 41 27.39506(W) AD(       ) 4
 AG2310  NAD 27      -  27 54 23.56047(N)    082 41 28.03555(W) AD(       ) 3
 AG2310
 AG2310.Superseded values are not recommended for survey control.
 AG2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2310.See file dsdata.txt to determine how the superseded data were derived.
 AG2310
 AG2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3358688032(NAD 83)
 AG2310_MARKER: 21 = AIRPORT BEACON
 AG2310
 AG2310  HISTORY     - Date     Condition        Report By
 AG2310  HISTORY     - 1968     FIRST OBSERVED   CGS
 AG2310  HISTORY     - 1972     GOOD             NGS
 AG2310
 AG2310                          STATION DESCRIPTION
 AG2310
 AG2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 AG2310'STATION IS LOCATED ABOUT 15 MILES WEST OF TAMPA, 9-1/2 MILES
 AG2310'NORTHWEST OF CENTER OF ST. PETERSBURG, 5-1/2 MILES SOUTHEAST OF
 AG2310'CLEARWATER AND ON PROPERTY OF THE ST. PETERSBURG CLEARWATER
 AG2310'INTERNATIONAL AIRPORT.
 AG2310'
 AG2310'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 688 AND S 686 ON
 AG2310'THE NORTH EDGE OF ST. PETERSBURG, GO NORTH ON STATE HIGHWAY S 686
 AG2310'FOR 0.75 MILE TO THE ENTRANCE TO INTERNATIONAL AIRPORT.  TURN
 AG2310'RIGHT AND TO WESTERLY FOR 0.15 MILE TO STATION AS DESCRIBED.
 AG2310'
 AG2310'THE BEACON IS ATOP THE CONTROL TOWER WHICH IS LOCATED ON TOP OF
 AG2310'THE TERMINAL BUILDING.  THE BEACON IS 75 FEET HIGH.
 AG2310'
 AG2310'POINT INTERSECTED WAS BASE OF BEACON LIGHT.
 AG2310
 AG2310                          STATION RECOVERY (1972)
 AG2310
 AG2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 AG2310'STATION WAS RECOVERED AS DESCRIBED IN 1968.  1968 DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3610 ***********************************************************************
 BE3610  DESIGNATION -  AIRPORT BCN TYNDALL AFB E TANK
 BE3610  PID         -  BE3610
 BE3610  STATE/COUNTY-  FL/BAY
 BE3610  USGS QUAD   -  LONG POINT (1982)
 BE3610
 BE3610                         *CURRENT SURVEY CONTROL
 BE3610  ___________________________________________________________________
 BE3610* NAD 83(1990)-  30 03 59.24717(N)    085 35 11.77546(W)     ADJUSTED  
 BE3610* NAVD 88     -                                                        
 BE3610  ___________________________________________________________________
 BE3610  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BE3610  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3610
 BE3610  HORZ ORDER  -  THIRD
 BE3610
 BE3610.The horizontal coordinates were established by classical geodetic methods
 BE3610.and adjusted by the National Geodetic Survey in May 1991..
 BE3610
 BE3610
 BE3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3610
 BE3610.The geoid height was determined by GEOID03.
 BE3610
 BE3610;                    North         East     Units Scale Factor Converg.
 BE3610;SPC FL N     -   118,713.098   495,234.348   MT  0.99994997   -0 32 45.8
 BE3610;SPC FL N     -   389,477.89  1,624,781.36   sFT  0.99994997   -0 32 45.8
 BE3610;UTM  16      - 3,326,991.393   636,234.756   MT  0.99982898   +0 42 29.6
 BE3610
 BE3610                          SUPERSEDED SURVEY CONTROL
 BE3610
 BE3610  NAD 83(1986)-  30 03 59.24665(N)    085 35 11.77365(W) AD(       ) 4
 BE3610  NAD 27      -  30 03 58.51600(N)    085 35 12.04000(W) AD(       ) 3
 BE3610
 BE3610.Superseded values are not recommended for survey control.
 BE3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3610.See file dsdata.txt to determine how the superseded data were derived.
 BE3610
 BE3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3623526991(NAD 83)
 BE3610_MARKER: 51 = TANK
 BE3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3610+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 BE3610
 BE3610  HISTORY     - Date     Condition        Report By
 BE3610  HISTORY     - 1959     FIRST OBSERVED   CGS
 BE3610  HISTORY     - 1984     GOOD             USPSQD
 BE3610  HISTORY     - 1985     GOOD             USPSQD
 BE3610  HISTORY     - 1986     GOOD             NOS
 BE3610  HISTORY     - 1987     GOOD             USPSQD
 BE3610  HISTORY     - 1989     GOOD             USPSQD
 BE3610  HISTORY     - 19960404 GOOD             USPSQD
 BE3610  HISTORY     - 20030326 GOOD             USPSQD
 BE3610
 BE3610                          STATION DESCRIPTION
 BE3610
 BE3610'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 BE3610'THE STATION IS THE REVOLVING GREEN AND WHITE LIGHT AT THE
 BE3610'CENTER OF THE TOP OF THE EAST ONE OF TWO SIMILAR WATER TANKS
 BE3610'LOCATED ON THE TYNDALL AIR FORCE BASE ON THE SOUTH SIDE OF U.S.
 BE3610'HIGHWAY 98 ABOUT 0.2 MILE SOUTHEAST OF THE MAIN GATE TO THE
 BE3610'BASE.  IT IS A STEEL TANK SUPPORTED BY A SIX LEGGED STEEL
 BE3610'STRUCTURE AND PAINTED IN ORANGE AND WHITE CHECKS.  THE HEIGHT
 BE3610'IS ABOUT 125 FEET.
 BE3610
 BE3610                          STATION RECOVERY (1984)
 BE3610
 BE3610'RECOVERY NOTE BY US POWER SQUADRON 1984 (GWM)
 BE3610'STATION FOUND GOOD.
 BE3610'
 BE3610'WATER TANK REPAINTED BEIGE COLOR WITH 2 BROWN BANDS.
 BE3610'
 BE3610'DESCRIPTION ADEQUATE RECOVERED 27 AUGUST 1984.
 BE3610
 BE3610                          STATION RECOVERY (1985)
 BE3610
 BE3610'RECOVERY NOTE BY US POWER SQUADRON 1985 (EFM)
 BE3610'RECOVERED IN GOOD CONDITION.
 BE3610
 BE3610                          STATION RECOVERY (1986)
 BE3610
 BE3610'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 BE3610'THE STATION WAS RECOVERED AT THIS DATE.
 BE3610'RECOVERED IN GOOD CONDITION.
 BE3610'
 BE3610'RECOVERED BY M JOHNSON.
 BE3610
 BE3610                          STATION RECOVERY (1987)
 BE3610
 BE3610'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 BE3610'RECOVERED IN GOOD CONDITION.
 BE3610
 BE3610                          STATION RECOVERY (1989)
 BE3610
 BE3610'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE3610'RECOVERED IN GOOD CONDITION.
 BE3610
 BE3610                          STATION RECOVERY (1996)
 BE3610
 BE3610'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3610'RECOVERED IN GOOD CONDITION.
 BE3610
 BE3610                          STATION RECOVERY (2003)
 BE3610
 BE3610'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 BE3610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0072 ***********************************************************************
 AF0072  DESIGNATION -  AIRPORT BCN VERO BEACH MUN APT
 AF0072  PID         -  AF0072
 AF0072  STATE/COUNTY-  FL/INDIAN RIVER
 AF0072  USGS QUAD   -  VERO BEACH (1983)
 AF0072
 AF0072                         *CURRENT SURVEY CONTROL
 AF0072  ___________________________________________________________________
 AF0072* NAD 83(1990)-  27 39 08.72967(N)    080 24 19.44593(W)     ADJUSTED  
 AF0072* NAVD 88     -                                                        
 AF0072  ___________________________________________________________________
 AF0072  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AF0072  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AF0072
 AF0072  HORZ ORDER  -  THIRD
 AF0072
 AF0072.This mark is at Vero Beach Airport (VRB)
 AF0072
 AF0072.The horizontal coordinates were established by classical geodetic methods
 AF0072.and adjusted by the National Geodetic Survey in May 1991..
 AF0072
 AF0072
 AF0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0072
 AF0072.The geoid height was determined by GEOID03.
 AF0072
 AF0072;                    North         East     Units Scale Factor Converg.
 AF0072;SPC FL E     -   367,835.432   258,669.542   MT  0.99998365   +0 16 33.5
 AF0072;SPC FL E     - 1,206,806.75    848,651.66   sFT  0.99998365   +0 16 33.5
 AF0072;UTM  17      - 3,058,841.910   558,649.524   MT  0.99964246   +0 16 33.5
 AF0072
 AF0072                          SUPERSEDED SURVEY CONTROL
 AF0072
 AF0072  NAD 83(1986)-  27 39 08.73377(N)    080 24 19.46195(W) AD(       ) 4
 AF0072  NAD 27      -  27 39 07.62094(N)    080 24 20.27364(W) AD(       ) 3
 AF0072
 AF0072.Superseded values are not recommended for survey control.
 AF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0072.See file dsdata.txt to determine how the superseded data were derived.
 AF0072
 AF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5865058842(NAD 83)
 AF0072_MARKER: 21 = AIRPORT BEACON
 AF0072_MARK LOGO: NGS   
 AF0072
 AF0072  HISTORY     - Date     Condition        Report By
 AF0072  HISTORY     - 1960     FIRST OBSERVED   CGS
 AF0072  HISTORY     - 1964     GOOD             CGS
 AF0072  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF0072  HISTORY     - 19930615 GOOD             NGS
 AF0072
 AF0072                          STATION DESCRIPTION
 AF0072
 AF0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AF0072'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE
 AF0072'LIGHT ATOP A 50 FOOT STEEL TOWER LOCATED ON THE VERO BEACH
 AF0072'MUNICIPAL AIRPORT AND IN THE NORTHWEST PART OF VERO BEACH.  THE
 AF0072'TOWER IS A FOUR LEGGED STEEL STRUCTURE PAINTED ALTERNATELY
 AF0072'IN SECTIONS OF INTERNATIONAL ORANGE AND WHITE.
 AF0072
 AF0072                          STATION RECOVERY (1964)
 AF0072
 AF0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ETO)
 AF0072'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION
 AF0072'IS COMPLETE AND ADEQUATE.
 AF0072
 AF0072                          STATION RECOVERY (1989)
 AF0072
 AF0072'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF0072'MARK NOT FOUND.
 AF0072
 AF0072                          STATION RECOVERY (1993)
 AF0072
 AF0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AF0072'THE STATION IS LOCATED AT THE VERO BEACH MUNICIPAL AIRPORT ON THE EAST
 AF0072'SIDE OF THE AIRPORT THE STATION IS THE CENTER OF THE SHAFT SUPPORTING
 AF0072'THE SMALL TWIN LENS BACON WHICH IS MOUNTED ATOP A 50 FT (15.2 M) HIGH
 AF0072'CONCRETE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3966 ***********************************************************************
 AC3966  DESIGNATION -  AIRPORT BEACON 1934
 AC3966  PID         -  AC3966
 AC3966  STATE/COUNTY-  FL/MIAMI-DADE
 AC3966  USGS QUAD   -  OPA-LOCKA (1988)
 AC3966
 AC3966                         *CURRENT SURVEY CONTROL
 AC3966  ___________________________________________________________________
 AC3966* NAD 83(1990)-  25 52 34.82841(N)    080 15 59.06094(W)     ADJUSTED  
 AC3966* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AC3966  ___________________________________________________________________
 AC3966  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AC3966  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AC3966
 AC3966  HORZ ORDER  -  SECOND
 AC3966
 AC3966.The horizontal coordinates were established by classical geodetic methods
 AC3966.and adjusted by the National Geodetic Survey in May 1991..
 AC3966
 AC3966.The orthometric height was scaled from a topographic map.
 AC3966
 AC3966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3966
 AC3966.The geoid height was determined by GEOID03.
 AC3966
 AC3966;                    North         East     Units Scale Factor Converg.
 AC3966;SPC FL E     -   171,121.279   273,519.424   MT  1.00000789   +0 19 12.6
 AC3966;SPC FL E     -   561,420.40    897,371.64   sFT  1.00000789   +0 19 12.6
 AC3966;UTM  17      - 2,862,194.875   573,494.339   MT  0.99966669   +0 19 12.6
 AC3966
 AC3966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3966!SPC FL E     -   1.00000356  x   1.00000789  =   1.00001145
 AC3966!UTM  17      -   1.00000356  x   0.99966669  =   0.99967025
 AC3966
 AC3966:                Primary Azimuth Mark                     Grid Az
 AC3966:SPC FL E     -  MIAMI EVERGLADES HOTEL                   144 20 24.9
 AC3966:UTM  17      -  MIAMI EVERGLADES HOTEL                   144 20 24.9
 AC3966
 AC3966|---------------------------------------------------------------------|
 AC3966| PID    Reference Object                     Distance      Geod. Az  |
 AC3966|                                                           dddmmss.s |
 AC3966| AC3534 MIAMI EVERGLADES HOTEL              APPROX.13.5 KM 1443937.5 |
 AC3966| AC3823 CORAL GABLES BILTMORE HOTEL LT      APPROX.15.1 KM 1843853.0 |
 AC3966|---------------------------------------------------------------------|
 AC3966
 AC3966                          SUPERSEDED SURVEY CONTROL
 AC3966
 AC3966  NAD 83(1986)-  25 52 34.83066(N)    080 15 59.06433(W) AD(       ) 2
 AC3966  NAD 27      -  25 52 33.47638(N)    080 15 59.87825(W) AD(       ) 2
 AC3966
 AC3966.Superseded values are not recommended for survey control.
 AC3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3966.See file dsdata.txt to determine how the superseded data were derived.
 AC3966
 AC3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7349462195(NAD 83)
 AC3966_MARKER: 21 = AIRPORT BEACON
 AC3966
 AC3966  HISTORY     - Date     Condition        Report By
 AC3966  HISTORY     - 1934     FIRST OBSERVED   CGS
 AC3966  HISTORY     - 1957     GOOD             CGS
 AC3966
 AC3966                          STATION DESCRIPTION
 AC3966
 AC3966'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (CTH)
 AC3966'THE STATION LOCATION WAS RECOVERED.  THE BEACON HAS SINCE BEEN
 AC3966'REMOVED FROM THE LIGHT STAND.  THE ORIGINAL POSITION OF THE LIGHT
 AC3966'WAS VERIFIED LOCALLY BY MARTIN HANSEN, CHIEF CONTROLLER AT THE
 AC3966'MIAMI INTERNATIONAL AIRPORT.
 AC3966'
 AC3966'THE STATION SITE IS LOCATED ON EHRHART FIELD (OLD MIAMI MUNICIPAL
 AC3966'AIRPORT), AT THE SE INTERSECTION OF GRATIGNY DRIVE AND LEJEUNE ROAD.
 AC3966'
 AC3966'THE BEACON WAS MOUNTED ON A STEEL FRAME SUPPORT CURRENTLY IN PLACE
 AC3966'AT THE EXTREME N END PEAK OF THE GABLE ROOF ON THE N MOST OF TWO
 AC3966'HANGARS ON THE W SIDE OF THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4515 ***********************************************************************
 AC4515  DESIGNATION -  AIRPORT BEACON EVERGLADES APT
 AC4515  PID         -  AC4515
 AC4515  STATE/COUNTY-  FL/COLLIER
 AC4515  USGS QUAD   -  EVERGLADES CITY (1974)
 AC4515
 AC4515                         *CURRENT SURVEY CONTROL
 AC4515  ___________________________________________________________________
 AC4515* NAD 83(1990)-  25 50 59.58095(N)    081 23 24.58066(W)     ADJUSTED  
 AC4515* NAVD 88     -                                                        
 AC4515  ___________________________________________________________________
 AC4515  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AC4515  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AC4515
 AC4515  HORZ ORDER  -  THIRD
 AC4515
 AC4515.This mark is at Everglades Airport (X01)
 AC4515
 AC4515.The horizontal coordinates were established by classical geodetic methods
 AC4515.and adjusted by the National Geodetic Survey in May 1991..
 AC4515
 AC4515
 AC4515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4515
 AC4515.The geoid height was determined by GEOID03.
 AC4515
 AC4515;                    North         East     Units Scale Factor Converg.
 AC4515;SPC FL E     -   168,042.963   160,890.543   MT  0.99996006   -0 10 12.4
 AC4515;SPC FL E     -   551,320.95    527,855.06   sFT  0.99996006   -0 10 12.4
 AC4515;UTM  17      - 2,859,117.609   460,903.887   MT  0.99961887   -0 10 12.4
 AC4515
 AC4515                          SUPERSEDED SURVEY CONTROL
 AC4515
 AC4515  NAD 83(1986)-  25 50 59.57550(N)    081 23 24.59252(W) AD(       ) 4
 AC4515  NAD 27      -  25 50 58.21379(N)    081 23 25.30821(W) AD(       ) 3
 AC4515
 AC4515.Superseded values are not recommended for survey control.
 AC4515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4515.See file dsdata.txt to determine how the superseded data were derived.
 AC4515
 AC4515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6090459118(NAD 83)
 AC4515_MARKER: 21 = AIRPORT BEACON
 AC4515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4515+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2003
 AC4515
 AC4515  HISTORY     - Date     Condition        Report By
 AC4515  HISTORY     - 1955     FIRST OBSERVED   CGS
 AC4515  HISTORY     - 20030227 GOOD             USPSQD
 AC4515
 AC4515                          STATION DESCRIPTION
 AC4515
 AC4515'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 AC4515'THE STATION IS LOCATED AT THE EAST EDGE OF THE AIRPORT ABOUT 1/2
 AC4515'MILE SOUTHWEST OF EVERGLADES.  IT IS A FOUR LEGGED STEEL
 AC4515'STRUCTURE, PAINTED ORANGE AND WHITE, WITH A PLATFORM AND A
 AC4515'ROTATING LIGHT A-TOP AND IT IS ABOUT 75 FEET HIGH.
 AC4515'
 AC4515'THE POINT INTERSECTED WAS A LIGHT A-TOP.
 AC4515'
 AC4515'TO REACH FROM THE COURTHOUSE IN EVERGLADES, GO WEST ON THE
 AC4515'MAIN STREET FOR 0.2 MILE TO THE END OF THE STREET.  HERE TURN
 AC4515'LEFT (SOUTH) FOR 0.6 MILE TO A FORK, KEEP LEFT FORK FOR AND GO
 AC4515'SOUTHWESTERLY ON A TRACK ROAD FOR 0.2 MILE TO THE AIRPORT AND
 AC4515'THE STATION ON THE LEFT.
 AC4515
 AC4515                          STATION RECOVERY (2003)
 AC4515
 AC4515'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 AC4515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6754 ***********************************************************************
 AK6754  DESIGNATION -  AIRPORT BEACON MC COY AFB
 AK6754  PID         -  AK6754
 AK6754  STATE/COUNTY-  FL/ORANGE
 AK6754  USGS QUAD   -  PINE CASTLE (1980)
 AK6754
 AK6754                         *CURRENT SURVEY CONTROL
 AK6754  ___________________________________________________________________
 AK6754* NAD 83(1990)-  28 25 55.86070(N)    081 19 59.75300(W)     ADJUSTED  
 AK6754* NAVD 88     -                                                        
 AK6754  ___________________________________________________________________
 AK6754  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AK6754  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AK6754
 AK6754  HORZ ORDER  -  THIRD
 AK6754
 AK6754.This mark is at Orlando Int'l Airport (MCO)
 AK6754
 AK6754.The horizontal coordinates were established by classical geodetic methods
 AK6754.and adjusted by the National Geodetic Survey in May 1991..
 AK6754
 AK6754
 AK6754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6754
 AK6754.The geoid height was determined by GEOID03.
 AK6754
 AK6754;                    North         East     Units Scale Factor Converg.
 AK6754;SPC FL E     -   454,147.227   167,352.995   MT  0.99995433   -0 09 31.2
 AK6754;SPC FL E     - 1,489,981.36    549,057.28   sFT  0.99995433   -0 09 31.2
 AK6754;UTM  17      - 3,145,124.255   467,364.134   MT  0.99961314   -0 09 31.2
 AK6754
 AK6754                          SUPERSEDED SURVEY CONTROL
 AK6754
 AK6754  NAD 83(1986)-  28 25 55.86810(N)    081 19 59.76774(W) AD(       ) 4
 AK6754  NAD 27      -  28 25 54.84277(N)    081 20 00.51732(W) AD(       ) 3
 AK6754
 AK6754.Superseded values are not recommended for survey control.
 AK6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6754.See file dsdata.txt to determine how the superseded data were derived.
 AK6754
 AK6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6736445124(NAD 83)
 AK6754_MARKER: 21 = AIRPORT BEACON
 AK6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6754+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005
 AK6754
 AK6754  HISTORY     - Date     Condition        Report By
 AK6754  HISTORY     - 1960     FIRST OBSERVED   CGS
 AK6754  HISTORY     - 1975     GOOD             NGS
 AK6754  HISTORY     - 1985     GOOD             USPSQD
 AK6754  HISTORY     - 20050103 GOOD             USPSQD
 AK6754
 AK6754                          STATION DESCRIPTION
 AK6754
 AK6754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6754'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE
 AK6754'LIGHT.  THE LIGHT IS AT THE TOP OF A 4 LEGGED STEEL STRUCTURE
 AK6754'PAINTED ORANGE AND WHITE.  THE OVERALL HEIGHT OF THE BEACON IS
 AK6754'ABOUT 50 FEET.
 AK6754'
 AK6754'THE BEACON IS LOCATED AT THE SOUTH EDGE OF THE MC COY AIR FORCE
 AK6754'BASE.
 AK6754
 AK6754                          STATION RECOVERY (1975)
 AK6754
 AK6754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EP)
 AK6754'THIS INTERSECTION STATION HAS BEEN RECOVERED IN GOOD CONDITION.  IT
 AK6754'IS 330 FEET NORTH OF THE CENTERLINE OF THE NORTH DRIVEWAY AROUND
 AK6754'THE FIRE DEPARTMENT TRAINING ACADEMY.  220 FEET EAST OF THE
 AK6754'CENTERLINE OF FLORIDA ROAD.  THE BEACON IS MOUNTED ON A 4 LEGGED
 AK6754'STEEL TOWER ABOUT 80 FEET HIGH, PAINTED IN ALTERNATING SECTIONS
 AK6754'OF RED AND WHITE.  THE BEACON IS A STANDARD 36 INCH ROTATING
 AK6754'LIGHT, FLASHING GREEN AND CLEAR.  THE POINT INTERSECTED WAS THE
 AK6754'FLASHING LIGHT.
 AK6754'
 AK6754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK6754'2 MILES EAST OF TAFT.
 AK6754
 AK6754                          STATION RECOVERY (1985)
 AK6754
 AK6754'RECOVERY NOTE BY US POWER SQUADRON 1985 (JD)
 AK6754'RECOVERED IN GOOD CONDITION.
 AK6754
 AK6754                          STATION RECOVERY (2005)
 AK6754
 AK6754'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 AK6754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3967 ***********************************************************************
 AC3967  DESIGNATION -  AIRPORT PYLON 1934
 AC3967  PID         -  AC3967
 AC3967  STATE/COUNTY-  FL/MIAMI-DADE
 AC3967  USGS QUAD   -  OPA-LOCKA (1988)
 AC3967
 AC3967                         *CURRENT SURVEY CONTROL
 AC3967  ___________________________________________________________________
 AC3967* NAD 83(1990)-  25 52 37.45930(N)    080 15 51.81708(W)     ADJUSTED  
 AC3967* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AC3967  ___________________________________________________________________
 AC3967  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AC3967  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AC3967
 AC3967  HORZ ORDER  -  THIRD
 AC3967
 AC3967.The horizontal coordinates were established by classical geodetic methods
 AC3967.and adjusted by the National Geodetic Survey in May 1991..
 AC3967
 AC3967.The orthometric height was scaled from a topographic map.
 AC3967
 AC3967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3967
 AC3967.The geoid height was determined by GEOID03.
 AC3967
 AC3967;                    North         East     Units Scale Factor Converg.
 AC3967;SPC FL E     -   171,203.370   273,720.634   MT  1.00000826   +0 19 15.8
 AC3967;SPC FL E     -   561,689.72    898,031.78   sFT  1.00000826   +0 19 15.8
 AC3967;UTM  17      - 2,862,276.938   573,695.481   MT  0.99966706   +0 19 15.8
 AC3967
 AC3967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3967!SPC FL E     -   1.00000356  x   1.00000826  =   1.00001182
 AC3967!UTM  17      -   1.00000356  x   0.99966706  =   0.99967062
 AC3967
 AC3967:                Primary Azimuth Mark                     Grid Az
 AC3967:SPC FL E     -  CORAL GABLES BILTMORE HOTEL LT           185 03 45.2
 AC3967:UTM  17      -  CORAL GABLES BILTMORE HOTEL LT           185 03 45.2
 AC3967
 AC3967|---------------------------------------------------------------------|
 AC3967| PID    Reference Object                     Distance      Geod. Az  |
 AC3967|                                                           dddmmss.s |
 AC3967| AC3823 CORAL GABLES BILTMORE HOTEL LT      APPROX.15.2 KM 1852301.0 |
 AC3967| AC3966 AIRPORT BEACON 1934                 217.310 METERS 24808     |
 AC3967| AC3965 OPA LOCKA NORTH RADIO MAST          APPROX. 5.1 KM 3523551.5 |
 AC3967|---------------------------------------------------------------------|
 AC3967
 AC3967                          SUPERSEDED SURVEY CONTROL
 AC3967
 AC3967  NAD 83(1986)-  25 52 37.46156(N)    080 15 51.82048(W) AD(       ) 3
 AC3967  NAD 27      -  25 52 36.10741(N)    080 15 52.63462(W) AD(       ) 3
 AC3967
 AC3967.Superseded values are not recommended for survey control.
 AC3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3967.See file dsdata.txt to determine how the superseded data were derived.
 AC3967
 AC3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7369562277(NAD 83)
 AC3967
 AC3967  HISTORY     - Date     Condition        Report By
 AC3967  HISTORY     - 1934     FIRST OBSERVED   CGS
 AC3967  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AC3967
 AC3967                          STATION DESCRIPTION
 AC3967
 AC3967'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AC3967'WHEN THIS STATION WAS PLOTTED IN THE WASHINGTON OFFICE, IT FELL AT
 AC3967'THE EDGE OF AN AIRPORT RUNWAY.  IT IS NOT VISIBLE ON THE PHOTOGRAPHS
 AC3967'AND IS NOT SHOWN ON THE LANDING CHART FOR THIS AIRPORT.  IT IS
 AC3967'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6376 ***********************************************************************
 AK6376  DESIGNATION -  AIRPORT USE 1934
 AK6376  PID         -  AK6376
 AK6376  STATE/COUNTY-  FL/BREVARD
 AK6376  USGS QUAD   -  TITUSVILLE (1988)
 AK6376
 AK6376                         *CURRENT SURVEY CONTROL
 AK6376  ___________________________________________________________________
 AK6376* NAD 83(1990)-  28 37 16.66014(N)    080 49 48.26880(W)     ADJUSTED  
 AK6376* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK6376  ___________________________________________________________________
 AK6376  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AK6376  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AK6376
 AK6376  HORZ ORDER  -  THIRD
 AK6376
 AK6376.The horizontal coordinates were established by classical geodetic methods
 AK6376.and adjusted by the National Geodetic Survey in May 1991..
 AK6376
 AK6376.The orthometric height was scaled from a topographic map.
 AK6376
 AK6376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6376
 AK6376.The geoid height was determined by GEOID03.
 AK6376
 AK6376;                    North         East     Units Scale Factor Converg.
 AK6376;SPC FL E     -   475,071.380   216,616.364   MT  0.99994458   +0 04 53.0
 AK6376;SPC FL E     - 1,558,630.02    710,682.19   sFT  0.99994458   +0 04 53.0
 AK6376;UTM  17      - 3,166,041.269   516,610.695   MT  0.99960340   +0 04 53.0
 AK6376
 AK6376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6376!SPC FL E     -   1.00000304  x   0.99994458  =   0.99994762
 AK6376!UTM  17      -   1.00000304  x   0.99960340  =   0.99960644
 AK6376
 AK6376:                Primary Azimuth Mark                     Grid Az
 AK6376:SPC FL E     -  SOUTH LAKE USE 1934                      295 33 48.4
 AK6376:UTM  17      -  SOUTH LAKE USE 1934                      295 33 48.4
 AK6376
 AK6376|---------------------------------------------------------------------|
 AK6376| PID    Reference Object                     Distance      Geod. Az  |
 AK6376|                                                           dddmmss.s |
 AK6376| AK6349 SOUTH LAKE USE 1934                 APPROX. 4.6 KM 2953841.4 |
 AK6376|---------------------------------------------------------------------|
 AK6376
 AK6376                          SUPERSEDED SURVEY CONTROL
 AK6376
 AK6376  NAD 83(1986)-  28 37 16.66713(N)    080 49 48.28137(W) AD(       ) 3
 AK6376  NAD 27      -  28 37 15.68300(N)    080 49 49.09000(W) AD(       ) 3
 AK6376
 AK6376.Superseded values are not recommended for survey control.
 AK6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6376.See file dsdata.txt to determine how the superseded data were derived.
 AK6376
 AK6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1661166041(NAD 83)
 AK6376_MARKER: DD = SURVEY DISK
 AK6376_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AK6376_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AK6376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6376
 AK6376  HISTORY     - Date     Condition        Report By
 AK6376  HISTORY     - 1934     MONUMENTED       USE
 AK6376  HISTORY     - 1967     MARK NOT FOUND   CGS
 AK6376
 AK6376                          STATION DESCRIPTION
 AK6376
 AK6376'DESCRIBED BY US ENGINEERS 1934
 AK6376'THE STATION IS LOCATED ON THE LAND OF MRS. S.J. OVERSTREET,
 AK6376'ABOUT 100 FEET N OF THE PAVED ROAD LEADING FROM OLD DIXIE
 AK6376'HIGHWAY TO TITUSVILLE AIRPORT, ABOUT 100 FEET W OF OLD DIXIE
 AK6376'HIGHWAY, ABOUT 200 FEET NORTHWESTERLY OF COQUINA MONUMENT 4-1/2
 AK6376'FEET HIGH CONTAINING BRONZE PLATE MARKED HERNANDEZ TRAIL.
 AK6376'
 AK6376'STATION MARKED BY STANDARD HARBOR SURVEY BRASS DISK STAMPED
 AK6376'AIRPORT, 1934, CEMENTED IN 6-INCH VITRIFIED CLAY PIPE.
 AK6376'
 AK6376'REFERENCE MARK NO. 1 (STAMPED) 13 FEET SE OF HERNANDEZ TRAIL
 AK6376'MONUMENT.  REFERENCE MARK NO. 2 (STAMPED) E SIDE OF OLD DIXIE
 AK6376'HIGHWAY.
 AK6376'
 AK6376'TO REACH FROM TITUSVILLE, GO OUT OLD DIXIE HIGHWAY TO POINT
 AK6376'WHERE AIRPORT ROAD LEAVES DIXIE HIGHWAY.  HERNANDEZ TRAIL
 AK6376'MONUMENT WILL BE SEEN AT THIS POINT.  THEN AS DIRECTED.
 AK6376
 AK6376                          STATION RECOVERY (1967)
 AK6376
 AK6376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AK6376'LOST.  STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT FOUND
 AK6376'AFTER A THOROUGH SEARCH.  HEAVY EQUIPMENT HAS BEEN WORKING IN
 AK6376'THE GENERAL VICINITY OF THE STATION.  R.M.S 1 AND 2 WERE
 AK6376'DESTROYED WHEN THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7785 ***********************************************************************
 AD7785  DESIGNATION -  AIRWAY
 AD7785  PID         -  AD7785
 AD7785  STATE/COUNTY-  FL/LEE
 AD7785  USGS QUAD   -  FORT MYERS NW (1987)
 AD7785
 AD7785                         *CURRENT SURVEY CONTROL
 AD7785  ___________________________________________________________________
 AD7785* NAD 83(1990)-  26 39 08.98180(N)    081 54 55.89588(W)     ADJUSTED  
 AD7785* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AD7785  ___________________________________________________________________
 AD7785  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AD7785  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AD7785
 AD7785  HORZ ORDER  -  THIRD
 AD7785
 AD7785.The horizontal coordinates were established by classical geodetic methods
 AD7785.and adjusted by the National Geodetic Survey in May 1991..
 AD7785
 AD7785.The orthometric height was scaled from a topographic map.
 AD7785
 AD7785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7785
 AD7785.The geoid height was determined by GEOID03.
 AD7785
 AD7785;                    North         East     Units Scale Factor Converg.
 AD7785;SPC FL W     -   256,905.261   208,409.520   MT  0.99994205   +0 02 16.4
 AD7785;SPC FL W     -   842,863.34    683,756.90   sFT  0.99994205   +0 02 16.4
 AD7785;UTM  17      - 2,948,273.370   408,885.976   MT  0.99970249   -0 24 38.6
 AD7785
 AD7785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7785!SPC FL W     -   1.00000353  x   0.99994205  =   0.99994558
 AD7785!UTM  17      -   1.00000353  x   0.99970249  =   0.99970602
 AD7785
 AD7785|---------------------------------------------------------------------|
 AD7785| PID    Reference Object                     Distance      Geod. Az  |
 AD7785|                                                           dddmmss.s |
 AD7785| AD7772 AIRWAY 2                             31.989 METERS 03625     |
 AD7785| CW8392 AIRWAY RM 1                          27.999 METERS 03910     |
 AD7785| AD7787 FORT MYERS REA RADIO MAST           APPROX. 4.9 KM 0532207.1 |
 AD7785| AD7688 TICE MUNICIPAL TANK                 APPROX. 8.9 KM 0803007.1 |
 AD7785| CW8391 AIRWAY AZ MK                                       0880756.7 |
 AD7785| AD7682 FORT MYERS TV STA WINK MAST         APPROX. 6.0 KM 0910645.0 |
 AD7785| AD7669 FORT MYERS HIGHWAY PATROL MAST      APPROX. 4.8 KM 1172458.5 |
 AD7785| AD7749 FORT MYERS COUNTRY CLUB TANK        APPROX. 5.5 KM 1452036.3 |
 AD7785| AD7726 FORT MYERS RNG RAD FMY TOWER        APPROX.12.6 KM 1750924.6 |
 AD7785| AD7783 AIRWAY 2 1959 AZ MK                 469.806 METERS 1813803.6 |
 AD7785| CW8393 AIRWAY RM 2                          42.719 METERS 30225     |
 AD7785|---------------------------------------------------------------------|
 AD7785
 AD7785                          SUPERSEDED SURVEY CONTROL
 AD7785
 AD7785  NAD 83(1986)-  26 39 08.98145(N)    081 54 55.90967(W) AD(       ) 3
 AD7785  NAD 27      -  26 39 07.72307(N)    081 54 56.59511(W) AD(       ) 3
 AD7785
 AD7785.Superseded values are not recommended for survey control.
 AD7785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7785.See file dsdata.txt to determine how the superseded data were derived.
 AD7785
 AD7785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0888648273(NAD 83)
 AD7785_MARKER: DS = TRIANGULATION STATION DISK
 AD7785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7785
 AD7785  HISTORY     - Date     Condition        Report By
 AD7785  HISTORY     - 1955     MONUMENTED       CGS
 AD7785  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AD7785  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AD7785  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AD7785
 AD7785                          STATION DESCRIPTION
 AD7785
 AD7785'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 AD7785'STATION IS LOCATED ABOUT 4 MILES WEST NORTHWEST OF FORT MYERS IN THE
 AD7785'SOUTHWEST ANGLE OF A T INTERSECTION.  STATION IS 55 FEET NORTHWEST
 AD7785'OF THE APPROXIMATE CENTER OF SAND ROAD, 44 FEET SOUTH OF THE
 AD7785'APPROXIMATE CENTER OF SAND ROAD AND 5 FEET SOUTH OF WITNESS
 AD7785'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 AD7785'AIRWAY 1955.
 AD7785'
 AD7785'REFERENCE MARK NO.1 IS 28 FEET NORTH OF THE APPROXIMATE CENTER OF
 AD7785'ROAD AND 2 FEET SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 AD7785'AND THE DISK IS STAMPED AIRWAY NO 1 1955.
 AD7785'
 AD7785'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE APPROXIMATE CENTER
 AD7785'OF ROAD AND 2 FEET SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 4
 AD7785'INCHES AND THE DISK IS STAMPED AIRWAY NO 2 1955.
 AD7785'
 AD7785'AZIMUTH MARK IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD,
 AD7785'3 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK
 AD7785'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED AIRWAY 1955.
 AD7785'
 AD7785'TO REACH FROM THE NORTH END OF THE BRIDGE ACROSS THE CALOOSAHATCHEE
 AD7785'RIVER IN FORT MYERS GO NORTH ON U.S. HIGHWAY 41 FOR 0.65 MILE TO
 AD7785'PUNDELLA ROAD.  TURN LEFT AND GO WEST FOR 1.2 MILES TO MOODY
 AD7785'ROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO CROSSROADS.  TURN
 AD7785'RIGHT AND GO WEST ON GRADED SAND ROAD FOR 0.65 MILE TO AZIMUTH
 AD7785'MARK ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST
 AD7785'FOR 0.35 MILE TO SIDE ROAD LEFT AND STATION AS DESCRIBED.
 AD7785'
 AD7785'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 AD7785
 AD7785                          STATION RECOVERY (1959)
 AD7785
 AD7785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7785'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AD7785'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE FENCE LINE
 AD7785'IS HEAVILY OVERGROWN, THE WITNESS POST IS OBVIOUSLY GONE AND SINCE
 AD7785'NO OTHER E-W MESUREMENT WAS GIVEN IT WILL, IN ALL PROBABILITY, BE
 AD7785'VERY DIFFICULT TO RECOVER.  DUE TO RECONSTRUCTION OF ROADS AT THE
 AD7785'STATION SITE THE DESCRIPTION IS INADEQUATE.
 AD7785'
 AD7785'THE STATION IS IN THE SW QUADRANT OF A CROSSROAD INTERSECTION
 AD7785'(N-S ROAD IS BLACK-TOPPED), 45 FT. S-SW OF THE CENTERLINE
 AD7785'INTERSECTION OF CROSSROADS, 14.0 FT. W OF THE CENTERLINE OF A
 AD7785'BLACK-TOP ROAD AND 47 FT. N-NE OF THE SE END OF A LARGE SIGN FORT
 AD7785'MYERS GULF ACRES.  THE MARK PROJECTS 1 IN.
 AD7785'
 AD7785'REFERENCE MARK 1 IS NE OF THE STATION, IN THE NE QUADRANT OF
 AD7785'CROSSROADS, 51 FT. NE OF THE CENTERLINE OF THE INTERSECTION OF
 AD7785'CROSSROADS, 7.2 FT. E OF A CORNER-FENCE POST AND 2.5 FT. S OF A
 AD7785'FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND.
 AD7785'
 AD7785'REFERENCE MARK 2 IS W-NW OF THE STATION, 133 FT. W OF THE
 AD7785'CENTERLINE OF A BLACK-TOP ROAD, 29 FT. N OF THE CENTERLINE OF A
 AD7785'DIRT ROAD, 102 FT. W OF A POWER POLE WHERE LINE TURNS 90 DEGREES
 AD7785'AND 2 FT. S OF A FENCE LINE.
 AD7785
 AD7785                          STATION RECOVERY (1959)
 AD7785
 AD7785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7785'THIS STATION AND BOTH REFERENCE MARKS WOULD HAVE BEEN DESTROYED
 AD7785'BY ROAD CONSTRUCTION IN THE NEAR FUTURE.  THEY WERE DESTROYED AND
 AD7785'RESET IN NOVEMBER 1959.  THE AZIMUTH MARK WAS NOT VISIBLE FROM
 AD7785'THE RESET STATION SO IT WAS DESTROYED.
 AD7785
 AD7785                          STATION RECOVERY (1986)
 AD7785
 AD7785'RECOVERY NOTE BY US POWER SQUADRON 1986 (FOW)
 AD7785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7772 ***********************************************************************
 AD7772  DESIGNATION -  AIRWAY 2
 AD7772  PID         -  AD7772
 AD7772  STATE/COUNTY-  FL/LEE
 AD7772  USGS QUAD   -  FORT MYERS NW (1987)
 AD7772
 AD7772                         *CURRENT SURVEY CONTROL
 AD7772  ___________________________________________________________________
 AD7772* NAD 83(1990)-  26 39 09.81829(N)    081 54 55.20932(W)     ADJUSTED  
 AD7772* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AD7772  ___________________________________________________________________
 AD7772  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AD7772  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AD7772
 AD7772  HORZ ORDER  -  THIRD
 AD7772
 AD7772.The horizontal coordinates were established by classical geodetic methods
 AD7772.and adjusted by the National Geodetic Survey in May 1991..
 AD7772.No horizontal observational check was made to the station.
 AD7772
 AD7772.The orthometric height was scaled from a topographic map.
 AD7772
 AD7772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7772
 AD7772.The geoid height was determined by GEOID03.
 AD7772
 AD7772;                    North         East     Units Scale Factor Converg.
 AD7772;SPC FL W     -   256,931.017   208,428.489   MT  0.99994205   +0 02 16.7
 AD7772;SPC FL W     -   842,947.84    683,819.13   sFT  0.99994205   +0 02 16.7
 AD7772;UTM  17      - 2,948,298.970   408,905.141   MT  0.99970245   -0 24 38.3
 AD7772
 AD7772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7772!SPC FL W     -   1.00000353  x   0.99994205  =   0.99994558
 AD7772!UTM  17      -   1.00000353  x   0.99970245  =   0.99970598
 AD7772
 AD7772|---------------------------------------------------------------------|
 AD7772| PID    Reference Object                     Distance      Geod. Az  |
 AD7772|                                                           dddmmss.s |
 AD7772| CW8394 AIRWAY 2 RM 3                        11.025 METERS 00152     |
 AD7772| CW8395 AIRWAY 2 RM 4                        10.526 METERS 08959     |
 AD7772| AD7783 AIRWAY 2 1959 AZ MK                 496.417 METERS 1834426.5 |
 AD7772| AD7785 AIRWAY                               31.989 METERS 21625     |
 AD7772|---------------------------------------------------------------------|
 AD7772
 AD7772                          SUPERSEDED SURVEY CONTROL
 AD7772
 AD7772  NAD 83(1986)-  26 39 09.81794(N)    081 54 55.22311(W) AD(       ) 3
 AD7772  NAD 27      -  26 39 08.55960(N)    081 54 55.90857(W) AD(       ) 3
 AD7772
 AD7772.Superseded values are not recommended for survey control.
 AD7772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7772.See file dsdata.txt to determine how the superseded data were derived.
 AD7772
 AD7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0890548299(NAD 83)
 AD7772_MARKER: DS = TRIANGULATION STATION DISK
 AD7772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7772
 AD7772  HISTORY     - Date     Condition        Report By
 AD7772  HISTORY     - 1959     MONUMENTED       CGS
 AD7772  HISTORY     - 1976     MARK NOT FOUND   NGS
 AD7772
 AD7772                          STATION DESCRIPTION
 AD7772
 AD7772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7772'THIS STATION IS LOCATED ABOUT 2.2 MILES AIR LINE WEST OF THE NORTH
 AD7772'END OF THE BRIDGE OVER THE CALOOSAHATCHEE RIVER AT FORT MYERS,
 AD7772'AT THE INTERSECTION OF ORANGE GROVE BOULEVARD AND AN EAST AND
 AD7772'WEST DIRT ROAD, 49 FT. EAST OF THE CENTERLINE OF ORANGE GROVE
 AD7772'BOULEVARD, 43 FT. NORTH OF THE CENTER LINE OF THE EAST AND WEST
 AD7772'ROAD, 15 FT. NORTHEAST OF A FENCE CORNER, 11 FT. NORTH OF A
 AD7772'FENCE, 10.6 FT. EAST OF A FENCE, 1.3 FT. SOUTH OF A STEEL WITNESS
 AD7772'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A SQUARE
 AD7772'CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND, STAMPED
 AD7772'AIRWAY 2 1959.
 AD7772'
 AD7772'R.M. 3 IS 36.167 FT. OR 11.025 METERS NORTH OF THE STATION 49
 AD7772'FT. EAST OF THE CENTER LINE OF ORANGE GROVE BOULEVARD, 79 FT. NORTH
 AD7772'OF THE CENTERLINE OF THE EAST AND WEST ROAD, 47 FT. NORTH OF A
 AD7772'FENCE, 48 FT. NORTH NORTHEAST OF A FENCE CORNER, 11 FT. EAST OF A
 AD7772'FENCE, 1.8 FT. SOUTH OF A STEEL WITNESS POST, A REFERENCE MARK
 AD7772'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 AD7772'0.3 FT. ABOVE THE GROUND, STAMPED AIRWAY 2 NO 3 1959.
 AD7772'
 AD7772'R.M. 4 IS 34.529 FT. OR 10.526 METERS EAST OF THE STATION
 AD7772'83 FT. EAST OF THE CENTER LINE OF ORANGE GROVE BOULEVARD, 44
 AD7772'FT. NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 46.5
 AD7772'FT. EAST NORTHEAST OF A FENCE CORNER, 45 FT. EAST OF A FENCE,
 AD7772'12 FT. NORTH OF A FENCE, 1.8 FT. WEST OF A STEEL WITNESS POST, A
 AD7772'REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 AD7772'WHICH PROJECTS 0.2 FT. ABOVE THE GROUND, STAMPED AIRWAY 2 NO 4
 AD7772'1959.
 AD7772'
 AD7772'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, AT ROAD STATION
 AD7772'15/80, 50 FT. WEST OF THE CENTER LINE OF ORANGE GROVE BOULEVARD,
 AD7772'1.5 FT. NORTH OF A STEEL WITNESS POST AN AZIMUTH MARK DISK SET IN
 AD7772'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE
 AD7772'THE GROUND, STAMPED AIRWAY 2 1959.
 AD7772'
 AD7772'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 AD7772'CALOOSAHATCHEE RIVER AT FORT MYERS GO 0.65 MILE NORTH ALONG
 AD7772'U.S. HIGHWAY 41 TO A JUNCTION WITH PONDELLA ROAD, TURN LEFT AND
 AD7772'GO 2.1 MILES WEST ALONG PONDELLA ROAD TO AN INTERSECTION WITH
 AD7772'MC NEILL ROAD, TURN LEFT AND GO 1.1 MILES SOUTH ALONG MC NEILL
 AD7772'ROAD AND ORANGE GROVE BOULEVARD TO AN INTERSECTION WITH AN EAST
 AD7772'AND WEST DIRT ROAD AND THE STATION ON THE LEFT.
 AD7772
 AD7772                          STATION RECOVERY (1976)
 AD7772
 AD7772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AD7772'THE STATION MARK, REFERENCE MARKS 3, 4 AND AZIMUTH MARK WERE
 AD7772'SEARCHED FOR AND NOT RECOVERED.  ORANGE GROVE BOULEVARD IS NOW
 AD7772'A 4-LANE BOULEVARD AND THE EAST-WEST DIRT ROAD IS NOW HANCOCK
 AD7772'BRIDGE PARKWAY A 4-LANE PARKWAY.  THE STATION MARK, REFERENCE
 AD7772'MARKS 3 AND 4 WERE DESTROYED WHEN THE NORTH 2-LANES OF HANCOCK
 AD7772'BRIDGE PARKWAY WAS CONSTRUCTED.  FROM INK ENGINEERING OF FT.
 AD7772'MYERS, IT WAS LEARNED THAT THE TWO NEW LANES OF HANCOCK BRIDGE
 AD7772'PARKWAY WERE CONSTRUCTED TO THE NORTH OF THE EAST-WEST DIRT
 AD7772'ROAD.
 AD7772'
 AD7772'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7783 ***********************************************************************
 AD7783  DESIGNATION -  AIRWAY 2 1959 AZ MK
 AD7783  PID         -  AD7783
 AD7783  STATE/COUNTY-  FL/LEE
 AD7783  USGS QUAD   -  FORT MYERS NW (1987)
 AD7783
 AD7783                         *CURRENT SURVEY CONTROL
 AD7783  ___________________________________________________________________
 AD7783* NAD 83(1990)-  26 38 53.72330(N)    081 54 56.38037(W)     ADJUSTED  
 AD7783* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AD7783  ___________________________________________________________________
 AD7783  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AD7783  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AD7783
 AD7783  HORZ ORDER  -  THIRD
 AD7783
 AD7783.The horizontal coordinates were established by classical geodetic methods
 AD7783.and adjusted by the National Geodetic Survey in May 1991..
 AD7783.No horizontal observational check was made to the station.
 AD7783
 AD7783.The orthometric height was scaled from a topographic map.
 AD7783
 AD7783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7783
 AD7783.The geoid height was determined by GEOID03.
 AD7783
 AD7783;                    North         East     Units Scale Factor Converg.
 AD7783;SPC FL W     -   256,435.665   208,396.433   MT  0.99994205   +0 02 16.2
 AD7783;SPC FL W     -   841,322.68    683,713.96   sFT  0.99994205   +0 02 16.2
 AD7783;UTM  17      - 2,947,804.003   408,869.216   MT  0.99970253   -0 24 38.6
 AD7783
 AD7783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7783!SPC FL W     -   1.00000353  x   0.99994205  =   0.99994558
 AD7783!UTM  17      -   1.00000353  x   0.99970253  =   0.99970605
 AD7783
 AD7783:                Primary Azimuth Mark                     Grid Az
 AD7783:SPC FL W     -  AIRWAY                                   001 35 47.2
 AD7783:UTM  17      -  AIRWAY                                   002 02 42.0
 AD7783
 AD7783|---------------------------------------------------------------------|
 AD7783| PID    Reference Object                     Distance      Geod. Az  |
 AD7783|                                                           dddmmss.s |
 AD7783| AD7785 AIRWAY                              469.806 METERS 0013803.4 |
 AD7783| AD7772 AIRWAY 2                            496.417 METERS 0034425.9 |
 AD7783|---------------------------------------------------------------------|
 AD7783
 AD7783                          SUPERSEDED SURVEY CONTROL
 AD7783
 AD7783  NAD 83(1986)-  26 38 53.72300(N)    081 54 56.39416(W) AD(       ) 3
 AD7783  NAD 27      -  26 38 52.46398(N)    081 54 57.07948(W) AD(       ) 3
 AD7783
 AD7783.Superseded values are not recommended for survey control.
 AD7783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7783.See file dsdata.txt to determine how the superseded data were derived.
 AD7783
 AD7783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0886947804(NAD 83)
 AD7783_MARKER: Z = SEE DESCRIPTION
 AD7783_SETTING: 0 = UNSPECIFIED SETTING
 AD7783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7783
 AD7783  HISTORY     - Date     Condition        Report By
 AD7783  HISTORY     - 1959     MONUMENTED       CGS
 AD7783
 AD7783                          STATION DESCRIPTION
 AD7783
 AD7783'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AD7783'SEE STATION AIRWAY 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7631 ***********************************************************************
 AD7631  DESIGNATION -  AIRWAY BCN 11 BONITA SPRINGS
 AD7631  PID         -  AD7631
 AD7631  STATE/COUNTY-  FL/LEE
 AD7631  USGS QUAD   -  BONITA SPRINGS (1987)
 AD7631
 AD7631                         *CURRENT SURVEY CONTROL
 AD7631  ___________________________________________________________________
 AD7631* NAD 83(1990)-  26 21 10.01161(N)    081 46 50.33318(W)     ADJUSTED  
 AD7631* NAVD 88     -                                                        
 AD7631  ___________________________________________________________________
 AD7631  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AD7631  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AD7631
 AD7631  HORZ ORDER  -  THIRD
 AD7631
 AD7631.The horizontal coordinates were established by classical geodetic methods
 AD7631.and adjusted by the National Geodetic Survey in May 1991..
 AD7631
 AD7631
 AD7631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7631
 AD7631.The geoid height was determined by GEOID03.
 AD7631
 AD7631;                    North         East     Units Scale Factor Converg.
 AD7631;SPC FL W     -   223,716.007   221,893.747   MT  0.99994709   +0 05 50.5
 AD7631;SPC FL W     -   733,974.93    727,996.40   sFT  0.99994709   +0 05 50.5
 AD7631;UTM  17      - 2,914,988.617   422,107.910   MT  0.99967491   -0 20 47.6
 AD7631
 AD7631                          SUPERSEDED SURVEY CONTROL
 AD7631
 AD7631  NAD 83(1986)-  26 21 10.01070(N)    081 46 50.34577(W) AD(       ) 4
 AD7631  NAD 27      -  26 21 08.71313(N)    081 46 51.03466(W) AD(       ) 3
 AD7631
 AD7631.Superseded values are not recommended for survey control.
 AD7631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7631.See file dsdata.txt to determine how the superseded data were derived.
 AD7631
 AD7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2210814989(NAD 83)
 AD7631_MARKER: 22 = AIRWAY BEACON
 AD7631
 AD7631  HISTORY     - Date     Condition        Report By
 AD7631  HISTORY     - 1956     FIRST OBSERVED   CGS
 AD7631  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7631  HISTORY     - 19980501 MARK NOT FOUND   USPSQD
 AD7631
 AD7631                          STATION DESCRIPTION
 AD7631
 AD7631'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AD7631'STATION IS LOCATED JUST NORTHWET OF BONITA SPRINGS AND JUST OFF
 AD7631'THE RIGHT OF WAY OF U.S. HIGHWAY 41 IN AN OPEN FIELD.  STATION
 AD7631'IS OF STEEL CONSTRUCTION AND ABOUT 40 FEET TALL.  THE POINT
 AD7631'INTERSECTED WAS THE BEACON LIGHT.
 AD7631'
 AD7631'TO REACH STATION FROM THE POST OFFICE IN BONITA SPRINGS GO
 AD7631'NORTHERLY ON U.S. HIGHWAY 41 FOR 0.9 MILE TO STATION ON LEFT OR
 AD7631'WEST SIDE OF HIGHWAY AS DESCRIBED.
 AD7631
 AD7631                          STATION RECOVERY (1996)
 AD7631
 AD7631'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7631'MARK NOT FOUND.
 AD7631
 AD7631                          STATION RECOVERY (1998)
 AD7631
 AD7631'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5965 ***********************************************************************
 AK5965  DESIGNATION -  AIRWAY BCN 16 S OF EAU GALLIE
 AK5965  PID         -  AK5965
 AK5965  STATE/COUNTY-  FL/BREVARD
 AK5965  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5965
 AK5965                         *CURRENT SURVEY CONTROL
 AK5965  ___________________________________________________________________
 AK5965* NAD 83(1990)-  28 06 00.04586(N)    080 37 20.32386(W)     ADJUSTED  
 AK5965* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AK5965  ___________________________________________________________________
 AK5965  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AK5965  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AK5965
 AK5965  HORZ ORDER  -  THIRD
 AK5965
 AK5965.The horizontal coordinates were established by classical geodetic methods
 AK5965.and adjusted by the National Geodetic Survey in May 1991..
 AK5965
 AK5965.The orthometric height was scaled from a topographic map.
 AK5965
 AK5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5965
 AK5965.The geoid height was determined by GEOID03.
 AK5965
 AK5965;                    North         East     Units Scale Factor Converg.
 AK5965;SPC FL E     -   417,349.388   237,113.690   MT  0.99995817   +0 10 40.4
 AK5965;SPC FL E     - 1,369,253.78    777,930.50   sFT  0.99995817   +0 10 40.4
 AK5965;UTM  17      - 3,108,338.972   537,101.027   MT  0.99961699   +0 10 40.4
 AK5965
 AK5965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5965!SPC FL E     -   1.00000371  x   0.99995817  =   0.99996188
 AK5965!UTM  17      -   1.00000371  x   0.99961699  =   0.99962070
 AK5965
 AK5965:                Primary Azimuth Mark                     Grid Az
 AK5965:SPC FL E     -  CANOVA 1930                              044 14 19.8
 AK5965:UTM  17      -  CANOVA 1930                              044 14 19.8
 AK5965
 AK5965|---------------------------------------------------------------------|
 AK5965| PID    Reference Object                     Distance      Geod. Az  |
 AK5965|                                                           dddmmss.s |
 AK5965| AK5907 CANOVA 1930                         APPROX. 5.9 KM 0442500.2 |
 AK5965|---------------------------------------------------------------------|
 AK5965
 AK5965                          SUPERSEDED SURVEY CONTROL
 AK5965
 AK5965  NAD 83(1986)-  28 06 00.05176(N)    080 37 20.33838(W) AD(       ) 3
 AK5965  NAD 27      -  28 05 59.00200(N)    080 37 21.14700(W) AD(       ) 3
 AK5965
 AK5965.Superseded values are not recommended for survey control.
 AK5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5965.See file dsdata.txt to determine how the superseded data were derived.
 AK5965
 AK5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3710108339(NAD 83)
 AK5965_MARKER: 22 = AIRWAY BEACON
 AK5965
 AK5965  HISTORY     - Date     Condition        Report By
 AK5965  HISTORY     - 1934     FIRST OBSERVED   CGS
 AK5965  HISTORY     - 1948     GOOD             CGS
 AK5965  HISTORY     - 1971     GOOD             NGS
 AK5965  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 AK5965  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK5965  HISTORY     - 19950304 MARK NOT FOUND   USPSQD
 AK5965  HISTORY     - 20030628 MARK NOT FOUND   GEOCAC
 AK5965
 AK5965                          STATION DESCRIPTION
 AK5965
 AK5965'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK5965'STATION IS LOCATED ABOUT 1.8 MILES N OF MELBOURNE HOTEL ALONG
 AK5965'U.S. HIGHWAY 1, W FROM U.S. HIGHWAY 1 TO FLORIDA EAST COAST
 AK5965'RAILROAD.  IT IS ABOUT 200 FEET W OF RAILROAD TRACK AND IS A
 AK5965'ROTATING AIRWAY BEACON MOUNTED ON A 75-FOOT STRUCTURAL STEEL
 AK5965'TOWER.
 AK5965
 AK5965                          STATION RECOVERY (1971)
 AK5965
 AK5965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK5965'BEACON RECOVERED IN GOOD CONDITION.  BENCH MARK A 230 IS IN THE
 AK5965'SOUTHEAST FOOTING OF TOWER.
 AK5965'
 AK5965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK5965'NEAR EAST EDGE OF JOHN F. KENNEDY AIRPORT IN MELBOURNE.
 AK5965
 AK5965                          STATION RECOVERY (1983)
 AK5965
 AK5965'RECOVERY NOTE BY US POWER SQUADRON 1983 (GA)
 AK5965'-NOT AVAILABLE.
 AK5965'
 AK5965'-NO MARKER VISIBLE.
 AK5965'
 AK5965'BEACON STANDING ON 4 FEET CONCRETE SLAB (LENG X WIDTH) SURROUNDED
 AK5965'BY 2.5 FEET OF GRAVEL.  22 FEET SOUTH TO BLDG 850 OF CITY OF
 AK5965'MELBOURNE.  AIRPORT AUTH.  66 FEET NORTH FROM ROAD C/L.  100 FEET
 AK5965'SOUTH OF FIRE DEPT BLDG.
 AK5965
 AK5965                          STATION RECOVERY (1987)
 AK5965
 AK5965'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK5965'MARK NOT FOUND.
 AK5965
 AK5965                          STATION RECOVERY (1995)
 AK5965
 AK5965'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5965'MARK NOT FOUND.
 AK5965
 AK5965                          STATION RECOVERY (2003)
 AK5965
 AK5965'RECOVERY NOTE BY GEOCACHING 2003 (CSM)
 AK5965'THE BEACON AND TOWER ARE NO LONGER STANDING.  THREE OF THE FOUR
 AK5965'FOOTINGS WERE LOCATED.  BENCH MARK A 230 (PID AK4008) IS IN THE
 AK5965'SE FOOTING AS NOTED IN 1971,
 AK5965' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6375 ***********************************************************************
 AK6375  DESIGNATION -  AIRWAY BCN 20 NEAR TITUSVILLE
 AK6375  PID         -  AK6375
 AK6375  STATE/COUNTY-  FL/BREVARD
 AK6375  USGS QUAD   -  TITUSVILLE (1988)
 AK6375
 AK6375                         *CURRENT SURVEY CONTROL
 AK6375  ___________________________________________________________________
 AK6375* NAD 83(1990)-  28 37 08.73708(N)    080 49 53.08163(W)     ADJUSTED  
 AK6375* NAVD 88     -                                                        
 AK6375  ___________________________________________________________________
 AK6375  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AK6375  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AK6375
 AK6375  HORZ ORDER  -  THIRD
 AK6375
 AK6375.This mark is at Arthur Dunn Air Park  (X21)
 AK6375
 AK6375.The horizontal coordinates were established by classical geodetic methods
 AK6375.and adjusted by the National Geodetic Survey in May 1991..
 AK6375
 AK6375
 AK6375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6375
 AK6375.The geoid height was determined by GEOID03.
 AK6375
 AK6375;                    North         East     Units Scale Factor Converg.
 AK6375;SPC FL E     -   474,827.289   216,485.978   MT  0.99994453   +0 04 50.7
 AK6375;SPC FL E     - 1,557,829.20    710,254.41   sFT  0.99994453   +0 04 50.7
 AK6375;UTM  17      - 3,165,797.262   516,480.353   MT  0.99960335   +0 04 50.7
 AK6375
 AK6375                          SUPERSEDED SURVEY CONTROL
 AK6375
 AK6375  NAD 83(1986)-  28 37 08.74394(N)    080 49 53.09406(W) AD(       ) 4
 AK6375  NAD 27      -  28 37 07.76000(N)    080 49 53.90000(W) AD(       ) 3
 AK6375
 AK6375.Superseded values are not recommended for survey control.
 AK6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6375.See file dsdata.txt to determine how the superseded data were derived.
 AK6375
 AK6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1648065797(NAD 83)
 AK6375_MARKER: 56 = SKELETON TOWER
 AK6375
 AK6375  HISTORY     - Date     Condition        Report By
 AK6375  HISTORY     - 1934     FIRST OBSERVED   CGS
 AK6375  HISTORY     - 1948     GOOD             CGS
 AK6375
 AK6375                          STATION DESCRIPTION
 AK6375
 AK6375'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK6375'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS AS
 AK6375'FOLLOWS--
 AK6375'
 AK6375'STATION IS LOCATED AT THE SE CORNER OF THE AIRPORT IN NORTH
 AK6375'TITUSVILLE.  STATION IS A STEEL SKELETON TOWER APPROXIMATELY
 AK6375'75 FEET HIGH WITH A 12- BY 12-FOOT CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0187 ***********************************************************************
 AF0187  DESIGNATION -  AIRWAY BEACON
 AF0187  PID         -  AF0187
 AF0187  STATE/COUNTY-  FL/MARTIN
 AF0187  USGS QUAD   -  ST LUCIE INLET (1983)
 AF0187
 AF0187                         *CURRENT SURVEY CONTROL
 AF0187  ___________________________________________________________________
 AF0187* NAD 83(1990)-  27 11 47.11227(N)    080 13 34.08774(W)     ADJUSTED  
 AF0187* NAVD 88     -                                                        
 AF0187  ___________________________________________________________________
 AF0187  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AF0187  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AF0187
 AF0187  HORZ ORDER  -  THIRD
 AF0187
 AF0187.The horizontal coordinates were established by classical geodetic methods
 AF0187.and adjusted by the National Geodetic Survey in May 1991..
 AF0187
 AF0187
 AF0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0187
 AF0187.The geoid height was determined by GEOID03.
 AF0187
 AF0187;                    North         East     Units Scale Factor Converg.
 AF0187;SPC FL E     -   317,403.772   276,672.791   MT  1.00001372   +0 21 13.3
 AF0187;SPC FL E     - 1,041,348.88    907,717.32   sFT  1.00001372   +0 21 13.3
 AF0187;UTM  17      - 3,008,427.457   576,646.630   MT  0.99967252   +0 21 13.3
 AF0187
 AF0187                          SUPERSEDED SURVEY CONTROL
 AF0187
 AF0187  NAD 83(1986)-  27 11 47.12224(N)    080 13 34.09954(W) AD(       ) 4
 AF0187  NAD 27      -  27 11 45.94729(N)    080 13 34.92876(W) AD(       ) 3
 AF0187
 AF0187.Superseded values are not recommended for survey control.
 AF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0187.See file dsdata.txt to determine how the superseded data were derived.
 AF0187
 AF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7664708427(NAD 83)
 AF0187_MARKER: 22 = AIRWAY BEACON
 AF0187
 AF0187  HISTORY     - Date     Condition        Report By
 AF0187  HISTORY     - 1930     FIRST OBSERVED   CGS
 AF0187
 AF0187                          STATION DESCRIPTION
 AF0187
 AF0187'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2333 ***********************************************************************
 BC2333  DESIGNATION -  AIRWAY BEACON 1
 BC2333  PID         -  BC2333
 BC2333  STATE/COUNTY-  FL/NASSAU
 BC2333  USGS QUAD   -  HEDGES (1992)
 BC2333
 BC2333                         *CURRENT SURVEY CONTROL
 BC2333  ___________________________________________________________________
 BC2333* NAD 83(1990)-  30 35 43.22728(N)    081 35 45.35280(W)     ADJUSTED  
 BC2333* NAVD 88     -                                                        
 BC2333  ___________________________________________________________________
 BC2333  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BC2333  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BC2333
 BC2333  HORZ ORDER  -  THIRD
 BC2333
 BC2333.The horizontal coordinates were established by classical geodetic methods
 BC2333.and adjusted by the National Geodetic Survey in September 1997..
 BC2333
 BC2333
 BC2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2333
 BC2333.The geoid height was determined by GEOID03.
 BC2333
 BC2333;                    North         East     Units Scale Factor Converg.
 BC2333;SPC FL E     -   694,012.981   142,849.968   MT  0.99998145   -0 18 12.0
 BC2333;SPC FL E     - 2,276,940.92    468,666.94   sFT  0.99998145   -0 18 12.0
 BC2333;UTM  17      - 3,384,908.168   442,869.467   MT  0.99964026   -0 18 12.0
 BC2333
 BC2333                          SUPERSEDED SURVEY CONTROL
 BC2333
 BC2333  NAD 83(1990)-  30 35 43.22813(N)    081 35 45.35188(W) AD(       ) 4
 BC2333  NAD 83(1986)-  30 35 43.23633(N)    081 35 45.36076(W) AD(       ) 4
 BC2333  NAD 27      -  30 35 42.38100(N)    081 35 46.00100(W) AD(       ) 3
 BC2333
 BC2333.Superseded values are not recommended for survey control.
 BC2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2333.See file dsdata.txt to determine how the superseded data were derived.
 BC2333
 BC2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4286984908(NAD 83)
 BC2333_MARKER: 22 = AIRWAY BEACON
 BC2333
 BC2333  HISTORY     - Date     Condition        Report By
 BC2333  HISTORY     - 1933     FIRST OBSERVED   CGS
 BC2333  HISTORY     - 1934     GOOD             CGS
 BC2333
 BC2333                          STATION DESCRIPTION
 BC2333
 BC2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2333'THE CENTER OF THE LIGHT OF THE DEPARTMENT OF COMMERCE AIRWAY
 BC2333'BEACON NO. 1 WHICH IS JUST W OF THE OLD ROAD ON U.S. HIGHWAY 17,
 BC2333'ABOUT 2 MILES S OF YULEE FLORIDA.  THIS BEACON WAS USED AS AN
 BC2333'UNOCCUPIED, THIRD-ORDER STATION IN THE 1933 TRIANGULATION.
 BC2333
 BC2333                          STATION RECOVERY (1934)
 BC2333
 BC2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2333'THE BEACON WAS RECOVERED.  NO FURTHER DESCRIPTION NECESSARY.  THE
 BC2333'BEACON WAS USED AS AN UNOCCUPIED STATION IN THE THIRD-ORDER
 BC2333'SCHEME.  POINTINGS WERE MADE ON THE SWIVEL UNDER THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0229 ***********************************************************************
 AF0229  DESIGNATION -  AIRWAY BEACON 11
 AF0229  PID         -  AF0229
 AF0229  STATE/COUNTY-  FL/ST LUCIE
 AF0229  USGS QUAD   -  FORT PIERCE (1983)
 AF0229
 AF0229                         *CURRENT SURVEY CONTROL
 AF0229  ___________________________________________________________________
 AF0229* NAD 83(1990)-  27 24 38.18485(N)    080 19 32.66511(W)     ADJUSTED  
 AF0229* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AF0229  ___________________________________________________________________
 AF0229  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AF0229  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AF0229
 AF0229  HORZ ORDER  -  THIRD
 AF0229
 AF0229.The horizontal coordinates were established by classical geodetic methods
 AF0229.and adjusted by the National Geodetic Survey in May 1991..
 AF0229
 AF0229.The orthometric height was scaled from a topographic map.
 AF0229
 AF0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0229
 AF0229.The geoid height was determined by GEOID03.
 AF0229
 AF0229;                    North         East     Units Scale Factor Converg.
 AF0229;SPC FL E     -   341,080.013   266,675.758   MT  0.99999603   +0 18 37.5
 AF0229;SPC FL E     - 1,119,026.68    874,918.72   sFT  0.99999603   +0 18 37.5
 AF0229;UTM  17      - 3,032,095.619   566,653.009   MT  0.99965484   +0 18 37.5
 AF0229
 AF0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0229!SPC FL E     -   1.00000250  x   0.99999603  =   0.99999853
 AF0229!UTM  17      -   1.00000250  x   0.99965484  =   0.99965734
 AF0229
 AF0229:                Primary Azimuth Mark                     Grid Az
 AF0229:SPC FL E     -  FT PIERCE MUN TANK                       348 18 57.8
 AF0229:UTM  17      -  FT PIERCE MUN TANK                       348 18 57.8
 AF0229
 AF0229|---------------------------------------------------------------------|
 AF0229| PID    Reference Object                     Distance      Geod. Az  |
 AF0229|                                                           dddmmss.s |
 AF0229| AF0240 FT PIERCE MUN TANK                  APPROX. 3.3 KM 3483735.3 |
 AF0229|---------------------------------------------------------------------|
 AF0229
 AF0229                          SUPERSEDED SURVEY CONTROL
 AF0229
 AF0229  NAD 83(1986)-  27 24 38.19030(N)    080 19 32.68051(W) AD(       ) 3
 AF0229  NAD 27      -  27 24 37.04639(N)    080 19 33.49986(W) AD(       ) 3
 AF0229
 AF0229.Superseded values are not recommended for survey control.
 AF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0229.See file dsdata.txt to determine how the superseded data were derived.
 AF0229
 AF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6665332096(NAD 83)
 AF0229_MARKER: 22 = AIRWAY BEACON
 AF0229
 AF0229  HISTORY     - Date     Condition        Report By
 AF0229  HISTORY     - 1934     FIRST OBSERVED   CGS
 AF0229  HISTORY     - 1947     GOOD             CGS
 AF0229  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF0229
 AF0229                          STATION DESCRIPTION
 AF0229
 AF0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AF0229'THE STATION IS LOCATED APPROXIMATELY 3 MILES S OF THE FORT PIERCE
 AF0229'ON U.S. HIGHWAY 1, NEAR THE EXTREME NW CORNER OF FT. PIERCE AIRPORT,
 AF0229'APPROXIMATELY 150 FEET S OF THE NEW FLORIDA EAST COAST OKEECHOBEE
 AF0229'CUT-OFF RAILROAD, AND 66 FEET E OF THE CENTER LINE OF U.S. HIGHWAY
 AF0229'1.
 AF0229
 AF0229                          STATION RECOVERY (1990)
 AF0229
 AF0229'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6065 ***********************************************************************
 AK6065  DESIGNATION -  AIRWAY BEACON 19
 AK6065  PID         -  AK6065
 AK6065  STATE/COUNTY-  FL/BREVARD
 AK6065  USGS QUAD   -  SHARPES (1992)
 AK6065
 AK6065                         *CURRENT SURVEY CONTROL
 AK6065  ___________________________________________________________________
 AK6065* NAD 83(1990)-  28 29 01.29465(N)    080 46 54.68375(W)     ADJUSTED  
 AK6065* NAVD 88     -                                                        
 AK6065  ___________________________________________________________________
 AK6065  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AK6065  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AK6065
 AK6065  HORZ ORDER  -  THIRD
 AK6065
 AK6065.The horizontal coordinates were established by classical geodetic methods
 AK6065.and adjusted by the National Geodetic Survey in May 1991..
 AK6065
 AK6065
 AK6065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6065
 AK6065.The geoid height was determined by GEOID03.
 AK6065
 AK6065;                    North         East     Units Scale Factor Converg.
 AK6065;SPC FL E     -   459,829.706   221,359.191   MT  0.99994680   +0 06 14.5
 AK6065;SPC FL E     - 1,508,624.63    726,242.61   sFT  0.99994680   +0 06 14.5
 AK6065;UTM  17      - 3,150,804.795   521,351.903   MT  0.99960563   +0 06 14.5
 AK6065
 AK6065                          SUPERSEDED SURVEY CONTROL
 AK6065
 AK6065  NAD 83(1986)-  28 29 01.30138(N)    080 46 54.69700(W) AD(       ) 4
 AK6065  NAD 27      -  28 29 00.29900(N)    080 46 55.50300(W) AD(       ) 3
 AK6065
 AK6065.Superseded values are not recommended for survey control.
 AK6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6065.See file dsdata.txt to determine how the superseded data were derived.
 AK6065
 AK6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2135250805(NAD 83)
 AK6065_MARKER: 56 = SKELETON TOWER
 AK6065
 AK6065  HISTORY     - Date     Condition        Report By
 AK6065  HISTORY     - 1934     FIRST OBSERVED   CGS
 AK6065  HISTORY     - 1948     GOOD             CGS
 AK6065
 AK6065                          STATION DESCRIPTION
 AK6065
 AK6065'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK6065'STATION IS LOCATED APPROXIMATELY 4 MILES S OF CLARKS CORNER,
 AK6065'INDIAN RIVER CITY, 3/4 MILE W OF U.S. HIGHWAY 1, AND 400 FEET
 AK6065'W OF THE FLORIDA EAST COAST RAILROAD.  STATION IS A 50-FOOT
 AK6065'ORANGE SKELETON STEEL TOWER WITH AN 11- BY 11-FOOT CONCRETE
 AK6065'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5765 ***********************************************************************
 AK5765  DESIGNATION -  AIRWAY BEACON 19 NEAR COCA
 AK5765  PID         -  AK5765
 AK5765  STATE/COUNTY-  FL/BREVARD
 AK5765  USGS QUAD   -  COCOA (1984)
 AK5765
 AK5765                         *CURRENT SURVEY CONTROL
 AK5765  ___________________________________________________________________
 AK5765* NAD 83(1990)-  28 21 37.74978(N)    080 44 48.01498(W)     ADJUSTED  
 AK5765* NAVD 88     -                                                        
 AK5765  ___________________________________________________________________
 AK5765  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AK5765  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AK5765
 AK5765  HORZ ORDER  -  THIRD
 AK5765
 AK5765.The horizontal coordinates were established by classical geodetic methods
 AK5765.and adjusted by the National Geodetic Survey in May 1991..
 AK5765
 AK5765
 AK5765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5765
 AK5765.The geoid height was determined by GEOID03.
 AK5765
 AK5765;                    North         East     Units Scale Factor Converg.
 AK5765;SPC FL E     -   446,182.631   224,833.099   MT  0.99994878   +0 07 13.2
 AK5765;SPC FL E     - 1,463,850.85    737,639.93   sFT  0.99994878   +0 07 13.2
 AK5765;UTM  17      - 3,137,162.377   524,824.626   MT  0.99960761   +0 07 13.2
 AK5765
 AK5765                          SUPERSEDED SURVEY CONTROL
 AK5765
 AK5765  NAD 83(1986)-  28 21 37.75641(N)    080 44 48.02861(W) AD(       ) 4
 AK5765  NAD 27      -  28 21 36.73900(N)    080 44 48.83600(W) AD(       ) 3
 AK5765
 AK5765.Superseded values are not recommended for survey control.
 AK5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5765.See file dsdata.txt to determine how the superseded data were derived.
 AK5765
 AK5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2482537162(NAD 83)
 AK5765_MARKER: 22 = AIRWAY BEACON
 AK5765
 AK5765  HISTORY     - Date     Condition        Report By
 AK5765  HISTORY     - 1934     FIRST OBSERVED   CGS
 AK5765  HISTORY     - 1948     GOOD             CGS
 AK5765  HISTORY     - 19941215 MARK NOT FOUND   USPSQD
 AK5765  HISTORY     - 20060124 MARK NOT FOUND   USPSQD
 AK5765
 AK5765                          STATION DESCRIPTION
 AK5765
 AK5765'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK5765'TO REACH STATION, GO 1.0 MILE W ON PEACHTREE STREET, FROM THE
 AK5765'INTERSECTION OF PEACHTREE STREET AND U.S. HIGHWAY 1 IN COCOA, TO
 AK5765'PINEDA STREET, GO N ON PINEDA STREET 0.2 MILE TO STATION.  STATION
 AK5765'IS A REVOLVING AIRWAY BEACON MOUNTED ON TOP OF AN 83.0-FOOT
 AK5765'STRUCTURAL STEEL TOWER ON A 15-FOOT SQUARE CONCRETE BASE.
 AK5765
 AK5765                          STATION RECOVERY (1994)
 AK5765
 AK5765'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK5765'MARK NOT FOUND.
 AK5765
 AK5765                          STATION RECOVERY (2006)
 AK5765
 AK5765'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 AK5765'BEACON HAS BEEN REMOVED AND NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6442 ***********************************************************************
 AK6442  DESIGNATION -  AIRWAY BEACON 22 NEAR OAK HILL
 AK6442  PID         -  AK6442
 AK6442  STATE/COUNTY-  FL/VOLUSIA
 AK6442  USGS QUAD   -  OAK HILL (1949)
 AK6442
 AK6442                         *CURRENT SURVEY CONTROL
 AK6442  ___________________________________________________________________
 AK6442* NAD 83(1990)-  28 51 51.16438(N)    080 52 05.95805(W)     ADJUSTED  
 AK6442* NAVD 88     -                                                        
 AK6442  ___________________________________________________________________
 AK6442  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AK6442  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK6442
 AK6442  HORZ ORDER  -  THIRD
 AK6442
 AK6442.The horizontal coordinates were established by classical geodetic methods
 AK6442.and adjusted by the National Geodetic Survey in May 1991..
 AK6442
 AK6442
 AK6442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6442
 AK6442.The geoid height was determined by GEOID03.
 AK6442
 AK6442;                    North         East     Units Scale Factor Converg.
 AK6442;SPC FL E     -   501,988.076   212,846.575   MT  0.99994321   +0 03 48.8
 AK6442;SPC FL E     - 1,646,939.21    698,314.14   sFT  0.99994321   +0 03 48.8
 AK6442;UTM  17      - 3,192,948.781   512,842.192   MT  0.99960204   +0 03 48.8
 AK6442
 AK6442                          SUPERSEDED SURVEY CONTROL
 AK6442
 AK6442  NAD 83(1986)-  28 51 51.17134(N)    080 52 05.96975(W) AD(       ) 4
 AK6442  NAD 27      -  28 51 50.20700(N)    080 52 06.77700(W) AD(       ) 3
 AK6442
 AK6442.Superseded values are not recommended for survey control.
 AK6442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6442.See file dsdata.txt to determine how the superseded data were derived.
 AK6442
 AK6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1284292949(NAD 83)
 AK6442_MARKER: 22 = AIRWAY BEACON
 AK6442
 AK6442  HISTORY     - Date     Condition        Report By
 AK6442  HISTORY     - 1934     FIRST OBSERVED   CGS
 AK6442  HISTORY     - 1949     GOOD             CGS
 AK6442
 AK6442                          STATION DESCRIPTION
 AK6442
 AK6442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AK6442'THIS INTERSECTION STATION IS LOCATED 0.9 MILE W OF THE VILLAGE
 AK6442'OF OAK HILL.  TO REACH THE STATION FROM OAK HILL AT THE GRADE
 AK6442'CROSSING OVER THE FLORIDA EAST COAST RAILWAY, ADJACENT TO THE
 AK6442'RAILWAY STATION, GO W 0.75 MILE ALONG FLORIDA STATE HIGHWAY 410
 AK6442'TO STATION ON THE S.
 AK6442'
 AK6442'THE STATION IS THE CENTER OF A ROTATING BEACON ATOP A SKELETON
 AK6442'STEEL TOWER APPROXIMATELY 125 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1467 ***********************************************************************
 AG1467  DESIGNATION -  AIRWAY BEACON 7 NW OF MURDOCK
 AG1467  PID         -  AG1467
 AG1467  STATE/COUNTY-  FL/CHARLOTTE
 AG1467  USGS QUAD   -  MURDOCK (1987)
 AG1467
 AG1467                         *CURRENT SURVEY CONTROL
 AG1467  ___________________________________________________________________
 AG1467* NAD 83(1990)-  27 01 07.23522(N)    082 11 07.79967(W)     ADJUSTED  
 AG1467* NAVD 88     -                                                        
 AG1467  ___________________________________________________________________
 AG1467  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AG1467  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AG1467
 AG1467  HORZ ORDER  -  THIRD
 AG1467
 AG1467.The horizontal coordinates were established by classical geodetic methods
 AG1467.and adjusted by the National Geodetic Survey in May 1991..
 AG1467
 AG1467
 AG1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1467
 AG1467.The geoid height was determined by GEOID03.
 AG1467
 AG1467;                    North         East     Units Scale Factor Converg.
 AG1467;SPC FL W     -   297,486.886   181,592.333   MT  0.99994536   -0 05 03.4
 AG1467;SPC FL W     -   976,004.89    595,774.18   sFT  0.99994536   -0 05 03.4
 AG1467;UTM  17      - 2,989,056.598   382,394.878   MT  0.99977074   -0 32 19.0
 AG1467
 AG1467                          SUPERSEDED SURVEY CONTROL
 AG1467
 AG1467  NAD 83(1986)-  27 01 07.23539(N)    082 11 07.81409(W) AD(       ) 4
 AG1467  NAD 27      -  27 01 06.02107(N)    082 11 08.48328(W) AD(       ) 3
 AG1467
 AG1467.Superseded values are not recommended for survey control.
 AG1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1467.See file dsdata.txt to determine how the superseded data were derived.
 AG1467
 AG1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8239589057(NAD 83)
 AG1467_MARKER: 22 = AIRWAY BEACON
 AG1467
 AG1467  HISTORY     - Date     Condition        Report By
 AG1467  HISTORY     - 1955     FIRST OBSERVED   CGS
 AG1467  HISTORY     - 1956     GOOD             CGS
 AG1467  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 AG1467
 AG1467                          STATION DESCRIPTION
 AG1467
 AG1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 AG1467'STATION IS LOCATED 2.4 MILES NORTHWEST OF MURDOCK, 65 YARDS
 AG1467'WEST OF THE CENTER OF U.S. HIGHWAY 41 AND IN A PASTURE.  IT IS
 AG1467'A TRUSS-WORK, 4 LEGGED STEEL STRUCTURE SUPPORTING THE BEACON
 AG1467'PROPER.  THE BEACON ROTATES AND THE OVERALL HEIGHT IS ABOUT
 AG1467'50 FEET.
 AG1467'
 AG1467'TO REACH FROM THE DEPOT IN MURDOCK, GO NORTHWEST ON
 AG1467'U.S. HIGHWAY 41 FOR 2.4 MILES TO THE BEACON ON THE LEFT.
 AG1467'
 AG1467'THE ROTATING BEACON WAS OBSERVED.
 AG1467
 AG1467                          STATION RECOVERY (1956)
 AG1467
 AG1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AG1467'THE STATION IS LOCATED 2.45 MILES NORTHWEST OF THE RAILROAD
 AG1467'STATION IN MURDOCK WHERE THE HIGHWAY CURVES NORTH.  IT IS
 AG1467'APPROXIMATELY 250 FEET WEST OF A SMALL CONCRETE BRIDGE AND 32
 AG1467'PACES SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  THE BEACON IS A
 AG1467'STEEL STRUCTURE ABOUT 40 FEET HIGH SHOWING AN ALTERNATING RED
 AG1467'AND WHITE LIGHT.
 AG1467
 AG1467                          STATION RECOVERY (1994)
 AG1467
 AG1467'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0368 ***********************************************************************
 BC0368  DESIGNATION -  AJ 1
 BC0368  PID         -  BC0368
 BC0368  STATE/COUNTY-  FL/DUVAL
 BC0368  USGS QUAD   -  JACKSONVILLE (1994)
 BC0368
 BC0368                         *CURRENT SURVEY CONTROL
 BC0368  ___________________________________________________________________
 BC0368* NAD 83(1986)-  30 17 41.     (N)    081 38 29.     (W)     SCALED    
 BC0368* NAVD 88     -         6.780  (meters)      22.24   (feet)  ADJUSTED  
 BC0368  ___________________________________________________________________
 BC0368  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0368  DYNAMIC HT  -           6.771 (meters)      22.21  (feet)  COMP
 BC0368  MODELED GRAV-     979,359.7   (mgal)                       NAVD 88
 BC0368
 BC0368  VERT ORDER  -  FIRST     CLASS II
 BC0368
 BC0368.The horizontal coordinates were scaled from a topographic map and have
 BC0368.an estimated accuracy of +/- 6 seconds.
 BC0368
 BC0368.The orthometric height was determined by differential leveling
 BC0368.and adjusted by the National Geodetic Survey in June 1991..
 BC0368
 BC0368.The geoid height was determined by GEOID03.
 BC0368
 BC0368.The dynamic height is computed by dividing the NAVD 88
 BC0368.geopotential number by the normal gravity value computed on the
 BC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0368.degrees latitude (g = 980.6199 gals.).
 BC0368
 BC0368.The modeled gravity was interpolated from observed gravity values.
 BC0368
 BC0368;                    North         East    Units  Estimated Accuracy
 BC0368;SPC FL E     -   660,710.      138,300.      MT  (+/- 180 meters Scaled)
 BC0368
 BC0368                          SUPERSEDED SURVEY CONTROL
 BC0368
 BC0368  NGVD 29 (??/??/92)    7.112  (m)           23.33   (f) ADJ UNCH    1 2
 BC0368
 BC0368.Superseded values are not recommended for survey control.
 BC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0368.See file dsdata.txt to determine how the superseded data were derived.
 BC0368
 BC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP383516(NAD 83)
 BC0368_MARKER: DD = SURVEY DISK
 BC0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0368_STAMPING: AJ 1
 BC0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0368+STABILITY: SURFACE MOTION
 BC0368
 BC0368  HISTORY     - Date     Condition        Report By
 BC0368  HISTORY     - UNK      MONUMENTED       FLGS
 BC0368  HISTORY     - 1954     GOOD             NGS
 BC0368  HISTORY     - 1968     GOOD             NGS
 BC0368
 BC0368                          STATION DESCRIPTION
 BC0368
 BC0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0368'1.3 MI SE FROM SOUTH JACKSONVILLE.
 BC0368'ABOUT 1.3 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0368'FROM THE STATION AT SOUTH JACKSONVILLE, NEAR THE SOUTH JACKSONVILLE
 BC0368'CITY LIMITS, ABOUT 0.4 MILE NORTHWEST OF MILE POST 3, 33 FEET
 BC0368'SOUTHWEST OF SOUTHWEST RAIL OF SOUTH BOUND TRACK, 875 FEET
 BC0368'SOUTHEAST OF CENTER OF CROSSING OF OLD ST. AUGUSTINE ROAD AND
 BC0368'SOUTH BOUND TRACK, AT THE EAST AND DEAD END OF LORDUN TERRACE,
 BC0368'155 FEET SOUTHEAST OF SOUTHWEST END OF THE SOUTHEAST ONE OF TWIN
 BC0368'RAILWAY PIPE CULVERT NO. 2/56, ABOUT 40 FEET NORTH OF EXTENDED
 BC0368'CENTER LINE OF LORDUN TERRACE, 1 FOOT NORTHEAST OF A FENCE LINE,
 BC0368'ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 BC0368'CONCRETE POST PROJECTING 3 INCHES.
 BC0368
 BC0368                          STATION RECOVERY (1968)
 BC0368
 BC0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BC0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0414 ***********************************************************************
 BC0414  DESIGNATION -  AJ 10
 BC0414  PID         -  BC0414
 BC0414  STATE/COUNTY-  FL/DUVAL
 BC0414  USGS QUAD   -  BAYARD (1993)
 BC0414
 BC0414                         *CURRENT SURVEY CONTROL
 BC0414  ___________________________________________________________________
 BC0414* NAD 83(1986)-  30 08 36.     (N)    081 31 08.     (W)     SCALED    
 BC0414* NAVD 88     -         7.554  (meters)      24.78   (feet)  ADJUSTED  
 BC0414  ___________________________________________________________________
 BC0414  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0414  DYNAMIC HT  -           7.544 (meters)      24.75  (feet)  COMP
 BC0414  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BC0414
 BC0414  VERT ORDER  -  FIRST     CLASS II
 BC0414
 BC0414.The horizontal coordinates were scaled from a topographic map and have
 BC0414.an estimated accuracy of +/- 6 seconds.
 BC0414
 BC0414.The orthometric height was determined by differential leveling
 BC0414.and adjusted by the National Geodetic Survey in June 1991..
 BC0414
 BC0414.The geoid height was determined by GEOID03.
 BC0414
 BC0414.The dynamic height is computed by dividing the NAVD 88
 BC0414.geopotential number by the normal gravity value computed on the
 BC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0414.degrees latitude (g = 980.6199 gals.).
 BC0414
 BC0414.The modeled gravity was interpolated from observed gravity values.
 BC0414
 BC0414;                    North         East    Units  Estimated Accuracy
 BC0414;SPC FL E     -   643,870.      150,010.      MT  (+/- 180 meters Scaled)
 BC0414
 BC0414                          SUPERSEDED SURVEY CONTROL
 BC0414
 BC0414  NGVD 29 (??/??/92)    7.877  (m)           25.84   (f) ADJ UNCH    1 2
 BC0414
 BC0414.Superseded values are not recommended for survey control.
 BC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0414.See file dsdata.txt to determine how the superseded data were derived.
 BC0414
 BC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP500347(NAD 83)
 BC0414_MARKER: DD = SURVEY DISK
 BC0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0414_STAMPING: AJ 10
 BC0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0414+STABILITY: SURFACE MOTION
 BC0414
 BC0414  HISTORY     - Date     Condition        Report By
 BC0414  HISTORY     - UNK      MONUMENTED       FLGS
 BC0414  HISTORY     - 1954     GOOD             NGS
 BC0414  HISTORY     - 1968     GOOD             NGS
 BC0414
 BC0414                          STATION DESCRIPTION
 BC0414
 BC0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0414'14 MI SE FROM SOUTH JACKSONVILLE.
 BC0414'ABOUT 14.05 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0414'FROM THE STATION AT SOUTH JACKSONVILLE, ABOUT 0.1 MILE NORTHWEST
 BC0414'OF SECTION TOOL HOUSE AT BAYARD, ABOUT 0.35 MILE SOUTHEAST OF
 BC0414'MILE POST 15, 20.8 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH
 BC0414'BOUND TRACK, 170 FEET WEST-NORTHWEST OF CENTER OF CROSSING OF
 BC0414'THE SOUTH BOUND TRACK AND A BLACK TOP ROAD LEADING SOUTHWEST, 39
 BC0414'FEET NORTHEAST OF A FENCE LINE, 31 1/2 FEET NORTHEAST OF A
 BC0414'TRIANGULAR BLAZED 14-INCH OAK TREE, 169 FEET NORTHWEST OF
 BC0414'CENTER LINE OF BLACK TOP ROAD, 1 FOOT SOUTHEAST OF A WHITE WOODEN
 BC0414'WITNESS POST, ABOUT LEVEL WITH TRACKS AND SET IN THE TOP OF A
 BC0414'CONCRETE POST ABOUT FLUSH WITH GROUND.  NOTE-- A METAL WITNESS
 BC0414'POST AND SIGN WAS SET 1-FOOT NORTHEAST OF THE MARK.
 BC0414
 BC0414                          STATION RECOVERY (1968)
 BC0414
 BC0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BC0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0418 ***********************************************************************
 BC0418  DESIGNATION -  AJ 11
 BC0418  PID         -  BC0418
 BC0418  STATE/COUNTY-  FL/DUVAL
 BC0418  USGS QUAD   -  BAYARD (1993)
 BC0418
 BC0418                         *CURRENT SURVEY CONTROL
 BC0418  ___________________________________________________________________
 BC0418* NAD 83(1986)-  30 07 40.     (N)    081 30 11.     (W)     SCALED    
 BC0418* NAVD 88     -         6.809  (meters)      22.34   (feet)  ADJUSTED  
 BC0418  ___________________________________________________________________
 BC0418  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0418  DYNAMIC HT  -           6.801 (meters)      22.31  (feet)  COMP
 BC0418  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BC0418
 BC0418  VERT ORDER  -  FIRST     CLASS II
 BC0418
 BC0418.The horizontal coordinates were scaled from a topographic map and have
 BC0418.an estimated accuracy of +/- 6 seconds.
 BC0418
 BC0418.The orthometric height was determined by differential leveling
 BC0418.and adjusted by the National Geodetic Survey in June 1991..
 BC0418
 BC0418.The geoid height was determined by GEOID03.
 BC0418
 BC0418.The dynamic height is computed by dividing the NAVD 88
 BC0418.geopotential number by the normal gravity value computed on the
 BC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0418.degrees latitude (g = 980.6199 gals.).
 BC0418
 BC0418.The modeled gravity was interpolated from observed gravity values.
 BC0418
 BC0418;                    North         East    Units  Estimated Accuracy
 BC0418;SPC FL E     -   642,140.      151,530.      MT  (+/- 180 meters Scaled)
 BC0418
 BC0418                          SUPERSEDED SURVEY CONTROL
 BC0418
 BC0418  NGVD 29 (??/??/92)    7.134  (m)           23.41   (f) ADJ UNCH    1 2
 BC0418
 BC0418.Superseded values are not recommended for survey control.
 BC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0418.See file dsdata.txt to determine how the superseded data were derived.
 BC0418
 BC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP515330(NAD 83)
 BC0418_MARKER: DD = SURVEY DISK
 BC0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0418_STAMPING: AJ 11
 BC0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0418+STABILITY: SURFACE MOTION
 BC0418
 BC0418  HISTORY     - Date     Condition        Report By
 BC0418  HISTORY     - UNK      MONUMENTED       FLGS
 BC0418  HISTORY     - 1954     GOOD             NGS
 BC0418  HISTORY     - 1957     GOOD             NGS
 BC0418
 BC0418                          STATION DESCRIPTION
 BC0418
 BC0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0418'15.5 MI SE FROM SOUTH JACKSONVILLE.
 BC0418'ABOUT 15.5 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0418'FROM THE STATION AT SOUTH JACKSONVILLE, ABOUT 0.2 MILE NORTHWEST
 BC0418'OF MILE POST 17, 27 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH BOUND
 BC0418'TRACK, 79 FEET SOUTH-SOUTHEAST OF CROSSING OF SOUTH BOUND TRACK
 BC0418'AND A PRIVATE ROAD LEADING SOUTHWEST, 77 FEET SOUTHEAST OF CENTER LINE
 BC0418'OF PRIVATE ROAD, 7 FEET NORTHEAST OF A FENCE LINE, 3 1/2 FEET
 BC0418'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BC0418'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BC0418'NOTE-- 97 FEET SOUTH OF AN 8 X 8 FOOT SQUARE METAL RAILROAD
 BC0418'BUILDING NO. 3177, 36 FEET SOUTHWEST OF SOUTHWEST RAIL OF SIDE
 BC0418'TRACK, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BC0418
 BC0418                          STATION RECOVERY (1957)
 BC0418
 BC0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BC0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0566 ***********************************************************************
 BC0566  DESIGNATION -  AJ 12
 BC0566  PID         -  BC0566
 BC0566  STATE/COUNTY-  FL/DUVAL
 BC0566  USGS QUAD   -  DURBIN (1992)
 BC0566
 BC0566                         *CURRENT SURVEY CONTROL
 BC0566  ___________________________________________________________________
 BC0566* NAD 83(1986)-  30 06 48.     (N)    081 29 17.     (W)     SCALED    
 BC0566* NAVD 88     -         7.073  (meters)      23.21   (feet)  ADJUSTED  
 BC0566  ___________________________________________________________________
 BC0566  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0566  DYNAMIC HT  -           7.064 (meters)      23.18  (feet)  COMP
 BC0566  MODELED GRAV-     979,344.2   (mgal)                       NAVD 88
 BC0566
 BC0566  VERT ORDER  -  FIRST     CLASS I
 BC0566
 BC0566.The horizontal coordinates were scaled from a topographic map and have
 BC0566.an estimated accuracy of +/- 6 seconds.
 BC0566
 BC0566.The orthometric height was determined by differential leveling
 BC0566.and adjusted by the National Geodetic Survey in June 1991..
 BC0566
 BC0566.The geoid height was determined by GEOID03.
 BC0566
 BC0566.The dynamic height is computed by dividing the NAVD 88
 BC0566.geopotential number by the normal gravity value computed on the
 BC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0566.degrees latitude (g = 980.6199 gals.).
 BC0566
 BC0566.The modeled gravity was interpolated from observed gravity values.
 BC0566
 BC0566;                    North         East    Units  Estimated Accuracy
 BC0566;SPC FL E     -   640,530.      152,970.      MT  (+/- 180 meters Scaled)
 BC0566
 BC0566                          SUPERSEDED SURVEY CONTROL
 BC0566
 BC0566  NGVD 29 (09/01/92)    7.393  (m)           24.26   (f) ADJUSTED    1 1
 BC0566
 BC0566.Superseded values are not recommended for survey control.
 BC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0566.See file dsdata.txt to determine how the superseded data were derived.
 BC0566
 BC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP529314(NAD 83)
 BC0566_MARKER: DD = SURVEY DISK
 BC0566_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BC0566_SP_SET: PREFAB CONC. POST IN EARTH
 BC0566_STAMPING: AJ 12
 BC0566_MARK LOGO: FLGS  
 BC0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0566+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1991
 BC0566
 BC0566  HISTORY     - Date     Condition        Report By
 BC0566  HISTORY     - UNK      MONUMENTED       FLGS
 BC0566  HISTORY     - 1972     GOOD             NGS
 BC0566  HISTORY     - 1975     GOOD             NGS
 BC0566  HISTORY     - 19910415 GOOD             NGS
 BC0566
 BC0566                          STATION DESCRIPTION
 BC0566
 BC0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BC0566'18.4 MI NW FROM ST AUGUSTINE.
 BC0566'3.05 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION
 BC0566'WITH STATE ROAD 210 IN DURBIN, 205 FEET WEST-NORTHWEST OF THE
 BC0566'JUNCTION OF U.S. HIGHWAY 1 AND A DIRT ROAD LEADING NORTH, 181
 BC0566'FEET WEST OF CENTER OF HIGHWAY CROSSOVER, 126 FEET SOUTHWEST
 BC0566'OF THE CENTER OF U.S. HIGHWAY 1 (SOUTH BOUND LANE), 40 FEET
 BC0566'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 18.5 FEET NORTHWEST
 BC0566'OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST OF A METAL WITNESS
 BC0566'POST, 1 FOOT NORTHEAST OF A METAL WITNESS POST, A FLORIDA GEODETIC
 BC0566'SURVEY DISK STAMPED AJ 12, IS SET IN THE TOP OF AN 8-INCH
 BC0566'SQUARE PRECAST CONCRETE MONUMENT THAT PROJECTS 10-INCHES ABOVE
 BC0566'THE GROUND SURFACE.
 BC0566
 BC0566                          STATION RECOVERY (1975)
 BC0566
 BC0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0566'16.15 MILES NORTHWEST ALONG THE FLORIDA EAST COAST RAILROAD FROM THE
 BC0566'STATION AT ST. AUGUSTINE, 3.05 MILES NORTHWEST ALONG U.S. HIGHWAY 1
 BC0566'FROM THE JUNCTION OF STATE HIGHWAY 210 AT DURBIN, 0.2 MILE NORTHWEST
 BC0566'OF SIGNAL LIGHTS AT SOUTH BAYARD, 40.1 FEET SOUTHWEST OF THE SOUTHWEST
 BC0566'RAIL OF THE MAIN TRACK, 27.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A
 BC0566'SPUR TRACK, 126.0 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 BC0566'LANE OF U.S. HIGHWAY 1, 205.0 FEET WEST-NORTHWEST AND ACROSS THE
 BC0566'TRACKS FROM T JUNCTION OF U.S. HIGHWAY 1 AND A DIRT ROAD, 181.0 FEET
 BC0566'WEST AND ACROSS THE TRACKS FROM THE CROSSOVER OF U.S. HIGHWAY 1, 1.4
 BC0566'FEET SOUTHWEST OF A WITNESS POST, 1.0 FOOT NORTHEAST OF A WITNESS
 BC0566'POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 BC0566'POST PROJECTING 3 INCHES.
 BC0566
 BC0566                          STATION RECOVERY (1991)
 BC0566
 BC0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0566'21.2 KM (13.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 1 (PHILLIPS
 BC0566'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 109 (UNIVERSITY
 BC0566'BOULEVARD) IN THE LAKEWOOD SECTION OF SOUTH JACKSONVILLE, 38.6 M
 BC0566'(126.6 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 BC0566'SOUTHBOUND LANES OF THE HIGHWAY, 8.2 M (26.9 FT) SOUTHWEST OF THE
 BC0566'NEAR RAIL OF THE FLORIDA EAST COAST RAILROAD, 7.5 M (24.6 FT)
 BC0566'NORTHWEST OF AN UNDERGROUND CABLE WARNING MARKER, 0.5 M (1.6 FT)
 BC0566'NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 BC0566'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0369 ***********************************************************************
 BC0369  DESIGNATION -  AJ 2
 BC0369  PID         -  BC0369
 BC0369  STATE/COUNTY-  FL/DUVAL
 BC0369  USGS QUAD   -  JACKSONVILLE (1994)
 BC0369
 BC0369                         *CURRENT SURVEY CONTROL
 BC0369  ___________________________________________________________________
 BC0369* NAD 83(1986)-  30 17 08.     (N)    081 38 05.     (W)     SCALED    
 BC0369* NAVD 88     -         8.018  (meters)      26.31   (feet)  ADJUSTED  
 BC0369  ___________________________________________________________________
 BC0369  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0369  DYNAMIC HT  -           8.008 (meters)      26.27  (feet)  COMP
 BC0369  MODELED GRAV-     979,358.6   (mgal)                       NAVD 88
 BC0369
 BC0369  VERT ORDER  -  FIRST     CLASS I
 BC0369
 BC0369.The horizontal coordinates were scaled from a topographic map and have
 BC0369.an estimated accuracy of +/- 6 seconds.
 BC0369
 BC0369.The orthometric height was determined by differential leveling
 BC0369.and adjusted by the National Geodetic Survey in June 1991..
 BC0369
 BC0369.The geoid height was determined by GEOID03.
 BC0369
 BC0369.The dynamic height is computed by dividing the NAVD 88
 BC0369.geopotential number by the normal gravity value computed on the
 BC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0369.degrees latitude (g = 980.6199 gals.).
 BC0369
 BC0369.The modeled gravity was interpolated from observed gravity values.
 BC0369
 BC0369;                    North         East    Units  Estimated Accuracy
 BC0369;SPC FL E     -   659,690.      138,940.      MT  (+/- 180 meters Scaled)
 BC0369
 BC0369                          SUPERSEDED SURVEY CONTROL
 BC0369
 BC0369  NGVD 29 (09/01/92)    8.350  (m)           27.39   (f) ADJUSTED    1 1
 BC0369
 BC0369.Superseded values are not recommended for survey control.
 BC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0369.See file dsdata.txt to determine how the superseded data were derived.
 BC0369
 BC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP389505(NAD 83)
 BC0369_MARKER: DD = SURVEY DISK
 BC0369_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BC0369_SP_SET: PREFAB CONC. POST IN EARTH
 BC0369_STAMPING: AJ 2
 BC0369_MARK LOGO: FLGS  
 BC0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0369+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 BC0369
 BC0369  HISTORY     - Date     Condition        Report By
 BC0369  HISTORY     - UNK      MONUMENTED       FLGS
 BC0369  HISTORY     - 1968     GOOD             NGS
 BC0369  HISTORY     - 1972     GOOD             NGS
 BC0369  HISTORY     - 1975     GOOD             NGS
 BC0369  HISTORY     - 19910417 GOOD             NGS
 BC0369
 BC0369                          STATION DESCRIPTION
 BC0369
 BC0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BC0369'2 MI SE FROM SOUTH JACKSONVILLE.
 BC0369'2.05 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 BC0369'STATION AT SOUTH JACKSONVILLE, ABOUT 1785 FEET SOUTHEAST OF MILE
 BC0369'POST 3, 522 FEET SOUTHEAST OF CENTER LINE OF PATTON DRIVE, 33
 BC0369'FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH BOUND TRACK, 14 FEET
 BC0369'WEST-NORTHWEST OF THIRD RAILROAD POWER LINE POLE SOUTHEAST OF
 BC0369'CROSSING OF PATTON DRIVE, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 BC0369'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- A
 BC0369'CORNER OF THE POST AND A PART OF THE DISK HAVE BEEN BROKEN OFF.
 BC0369'THE MARK IS STILL SOLID AND APPEARS GOOD, IT WAS IN ABOUT 4-INCHES
 BC0369'OF WATER AT TIME OF RECOVERY.  ADDITIONAL REFERENCES-- THE
 BC0369'STREET, PATTON DRIVE IS NOW EMERSON STREET, AND A METAL WITNESS
 BC0369'POST AND SIGN WAS SET 1-FOOT WEST OF THE MARK.
 BC0369
 BC0369                          STATION RECOVERY (1972)
 BC0369
 BC0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BC0369'RECOVERED IN GOOD CONDITION.
 BC0369
 BC0369                          STATION RECOVERY (1975)
 BC0369
 BC0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0369'2.05 MILES SOUTHWEST ALONG THE FLORIDA EAST COAST RAILROAD FROM THE
 BC0369'STATION AT SOUTH JACKSONVILLE, 16.3 FEET WEST-NORTHWEST OF THE THIRD
 BC0369'RAILROAD POWER LINE POLE SOUTHEAST OF THE CROSSING, 1.4 FEET NORTHEAST
 BC0369'OF A WITNESS POST, 33.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.6 FEET
 BC0369'NORTHEAST OF THE NORTHEAST FENCE LINE AROUND A LUMBER YARD, ABOUT 450
 BC0369'FEET SOUTHEAST OF THE CENTER LINE OF EMERSON STREET, ABOUT 1 1/2 FEET
 BC0369'LOWER THAN THE TRACKS.
 BC0369
 BC0369                          STATION RECOVERY (1991)
 BC0369
 BC0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0369'IN SOUTH JACKSONVILLE, AT THE INTERSECTION OF THE FLORIDA EAST COAST
 BC0369'RAILROAD AND STATE HIGHWAY 126 (EMERSON STREET), 154.2 M (505.9 FT)
 BC0369'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 BC0369'23.6 M (77.4 FT) NORTHWEST OF A CHAIN LINK-FENCE CORNER, 10.1 M
 BC0369'(33.1 FT) SOUTHWEST OF THE NEAR RAIL, 0.3 M (1.0 FT) NORTHEAST OF A
 BC0369'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACKS,
 BC0369'AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 BC0369'NOTE--A SMALL PIECE OF THE DISK IS MISSING AND THE NORTHWEST SIDE OF
 BC0369'THE MONUMENT BROKEN OFF, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0374 ***********************************************************************
 BC0374  DESIGNATION -  AJ 3
 BC0374  PID         -  BC0374
 BC0374  STATE/COUNTY-  FL/DUVAL
 BC0374  USGS QUAD   -  ARLINGTON (1992)
 BC0374
 BC0374                         *CURRENT SURVEY CONTROL
 BC0374  ___________________________________________________________________
 BC0374* NAD 83(1986)-  30 15 55.     (N)    081 37 13.     (W)     SCALED    
 BC0374* NAVD 88     -         7.600  (meters)      24.93   (feet)  ADJUSTED  
 BC0374  ___________________________________________________________________
 BC0374  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0374  DYNAMIC HT  -           7.590 (meters)      24.90  (feet)  COMP
 BC0374  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 BC0374
 BC0374  VERT ORDER  -  FIRST     CLASS II
 BC0374
 BC0374.The horizontal coordinates were scaled from a topographic map and have
 BC0374.an estimated accuracy of +/- 6 seconds.
 BC0374
 BC0374.The orthometric height was determined by differential leveling
 BC0374.and adjusted by the National Geodetic Survey in June 1991..
 BC0374
 BC0374.The geoid height was determined by GEOID03.
 BC0374
 BC0374.The dynamic height is computed by dividing the NAVD 88
 BC0374.geopotential number by the normal gravity value computed on the
 BC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0374.degrees latitude (g = 980.6199 gals.).
 BC0374
 BC0374.The modeled gravity was interpolated from observed gravity values.
 BC0374
 BC0374;                    North         East    Units  Estimated Accuracy
 BC0374;SPC FL E     -   657,440.      140,310.      MT  (+/- 180 meters Scaled)
 BC0374
 BC0374                          SUPERSEDED SURVEY CONTROL
 BC0374
 BC0374  NGVD 29 (??/??/92)    7.929  (m)           26.01   (f) ADJ UNCH    1 2
 BC0374
 BC0374.Superseded values are not recommended for survey control.
 BC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0374.See file dsdata.txt to determine how the superseded data were derived.
 BC0374
 BC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403483(NAD 83)
 BC0374_MARKER: DD = SURVEY DISK
 BC0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0374_STAMPING: AJ 3
 BC0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0374+STABILITY: SURFACE MOTION
 BC0374
 BC0374  HISTORY     - Date     Condition        Report By
 BC0374  HISTORY     - UNK      MONUMENTED       FLGS
 BC0374  HISTORY     - 1954     GOOD             NGS
 BC0374  HISTORY     - 1968     MARK NOT FOUND   NGS
 BC0374  HISTORY     - 20040911 MARK NOT FOUND   USPSQD
 BC0374
 BC0374                          STATION DESCRIPTION
 BC0374
 BC0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0374'3.7 MI SE FROM SOUTH JACKSONVILLE.
 BC0374'ABOUT 3.7 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0374'FROM THE STATION AT SOUTH JACKSONVILLE, AT THE CROSSING OF LOVE
 BC0374'GROVE ROAD, 33 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH BOUND
 BC0374'TRACK, 108 FEET WEST-NORTHWEST AND ACROSS ROAD FROM MILE POST
 BC0374'5, 47 FEET WEST OF CENTER OF CROSSING OF ROAD AND SOUTH BOUND
 BC0374'TRACK, 35 FEET NORTHWEST OF CENTER LINE OF ROAD, 3 1/2 FEET
 BC0374'NORTHWEST OF A FENCE LINE, ABOUT 3 FEET BELOW LEVEL OF TRACKS AND
 BC0374'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THERE
 BC0374'HAS BEEN CONSIDERABLE CONSTRUCTION IN THE AREA.  A CONCRETE
 BC0374'FENCE POST IS SET IN THE APPROXIMATE SPOT OF THE MARK.
 BC0374
 BC0374                          STATION RECOVERY (1968)
 BC0374
 BC0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BC0374'MARK NOT FOUND.
 BC0374
 BC0374                          STATION RECOVERY (2004)
 BC0374
 BC0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (KBJ)
 BC0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0377 ***********************************************************************
 BC0377  DESIGNATION -  AJ 4
 BC0377  PID         -  BC0377
 BC0377  STATE/COUNTY-  FL/DUVAL
 BC0377  USGS QUAD   -  ARLINGTON (1992)
 BC0377
 BC0377                         *CURRENT SURVEY CONTROL
 BC0377  ___________________________________________________________________
 BC0377* NAD 83(1986)-  30 15 14.     (N)    081 36 44.     (W)     SCALED    
 BC0377* NAVD 88     -         7.036  (meters)      23.08   (feet)  ADJUSTED  
 BC0377  ___________________________________________________________________
 BC0377  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0377  DYNAMIC HT  -           7.027 (meters)      23.05  (feet)  COMP
 BC0377  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 BC0377
 BC0377  VERT ORDER  -  FIRST     CLASS I
 BC0377
 BC0377.The horizontal coordinates were scaled from a topographic map and have
 BC0377.an estimated accuracy of +/- 6 seconds.
 BC0377
 BC0377.The orthometric height was determined by differential leveling
 BC0377.and adjusted by the National Geodetic Survey in June 1991..
 BC0377
 BC0377.The geoid height was determined by GEOID03.
 BC0377
 BC0377.The dynamic height is computed by dividing the NAVD 88
 BC0377.geopotential number by the normal gravity value computed on the
 BC0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0377.degrees latitude (g = 980.6199 gals.).
 BC0377
 BC0377.The modeled gravity was interpolated from observed gravity values.
 BC0377
 BC0377;                    North         East    Units  Estimated Accuracy
 BC0377;SPC FL E     -   656,170.      141,080.      MT  (+/- 180 meters Scaled)
 BC0377
 BC0377                          SUPERSEDED SURVEY CONTROL
 BC0377
 BC0377  NGVD 29 (??/??/92)    7.364  (m)           24.16   (f) ADJ UNCH    1 1
 BC0377
 BC0377.Superseded values are not recommended for survey control.
 BC0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0377.See file dsdata.txt to determine how the superseded data were derived.
 BC0377
 BC0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP411470(NAD 83)
 BC0377_MARKER: DD = SURVEY DISK
 BC0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0377_STAMPING: AJ 4
 BC0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0377+STABILITY: SURFACE MOTION
 BC0377
 BC0377  HISTORY     - Date     Condition        Report By
 BC0377  HISTORY     - UNK      MONUMENTED       FLGS
 BC0377  HISTORY     - 1954     GOOD             NGS
 BC0377  HISTORY     - 1968     GOOD             NGS
 BC0377  HISTORY     - 1975     GOOD             NGS
 BC0377
 BC0377                          STATION DESCRIPTION
 BC0377
 BC0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0377'4.6 MI SE FROM SOUTH JACKSONVILLE.
 BC0377'ABOUT 4.6 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0377'FROM THE STATION AT SOUTH JACKSONVILLE, 543 FEET NORTHWEST
 BC0377'OF MILE POST 6, 33 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH
 BC0377'BOUND TRACK, 27 FEET NORTHWEST OF A FENCE CORNER, 3 FEET NORTHEAST
 BC0377'OF A FENCE LINE, 9 FEET SOUTH-SOUTHEAST OF A RAILWAY POWER POLE,
 BC0377'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 BC0377'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A METAL WITNESS POST
 BC0377'AND SIGN WAS SET 1-FOOT EAST OF THE MARK.
 BC0377
 BC0377                          STATION RECOVERY (1968)
 BC0377
 BC0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BC0377'RECOVERED IN GOOD CONDITION.
 BC0377
 BC0377                          STATION RECOVERY (1975)
 BC0377
 BC0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0377'4.6 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILROAD FROM THE
 BC0377'STATION AT SOUTH JACKSONVILLE, NEAR THE CENTER OF THE BOWDEN RAILROAD
 BC0377'YARD, 543.0 FEET NORTHWEST OF MILE POST 6, 33.2 FEET SOUTHWEST OF THE
 BC0377'SOUTHWEST RAIL OF THE SOUTHBOUND TRACK, 3.3 FEET NORTHEAST OF A FENCE
 BC0377'LINE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 BC0377'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0400 ***********************************************************************
 BC0400  DESIGNATION -  AJ 5
 BC0400  PID         -  BC0400
 BC0400  STATE/COUNTY-  FL/DUVAL
 BC0400  USGS QUAD   -  BAYARD (1993)
 BC0400
 BC0400                         *CURRENT SURVEY CONTROL
 BC0400  ___________________________________________________________________
 BC0400* NAD 83(1986)-  30 14 25.     (N)    081 36 09.     (W)     SCALED    
 BC0400* NAVD 88     -         6.044  (meters)      19.83   (feet)  ADJUSTED  
 BC0400  ___________________________________________________________________
 BC0400  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0400  DYNAMIC HT  -           6.037 (meters)      19.81  (feet)  COMP
 BC0400  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 BC0400
 BC0400  VERT ORDER  -  FIRST     CLASS II
 BC0400
 BC0400.The horizontal coordinates were scaled from a topographic map and have
 BC0400.an estimated accuracy of +/- 6 seconds.
 BC0400
 BC0400.The orthometric height was determined by differential leveling
 BC0400.and adjusted by the National Geodetic Survey in June 1991..
 BC0400
 BC0400.The geoid height was determined by GEOID03.
 BC0400
 BC0400.The dynamic height is computed by dividing the NAVD 88
 BC0400.geopotential number by the normal gravity value computed on the
 BC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0400.degrees latitude (g = 980.6199 gals.).
 BC0400
 BC0400.The modeled gravity was interpolated from observed gravity values.
 BC0400
 BC0400;                    North         East    Units  Estimated Accuracy
 BC0400;SPC FL E     -   654,660.      142,010.      MT  (+/- 180 meters Scaled)
 BC0400
 BC0400                          SUPERSEDED SURVEY CONTROL
 BC0400
 BC0400  NGVD 29 (??/??/92)    6.372  (m)           20.91   (f) ADJ UNCH    1 2
 BC0400
 BC0400.Superseded values are not recommended for survey control.
 BC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0400.See file dsdata.txt to determine how the superseded data were derived.
 BC0400
 BC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP420455(NAD 83)
 BC0400_MARKER: DD = SURVEY DISK
 BC0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0400_STAMPING: AJ 5
 BC0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0400+STABILITY: SURFACE MOTION
 BC0400
 BC0400  HISTORY     - Date     Condition        Report By
 BC0400  HISTORY     - UNK      MONUMENTED       FLGS
 BC0400  HISTORY     - 1954     GOOD             NGS
 BC0400  HISTORY     - 1968     GOOD             NGS
 BC0400
 BC0400                          STATION DESCRIPTION
 BC0400
 BC0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0400'5.7 MI SE FROM SOUTH JACKSONVILLE.
 BC0400'ABOUT 5.7 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0400'FROM THE STATION AT SOUTH JACKSONVILLE, AT BOWDEN YARD OF
 BC0400'RAILWAY, 33 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN SOUTH
 BC0400'BOUND TRACK, 26 FEET SOUTHWEST OF MILE POST 7, ABOUT 30 FEET
 BC0400'NORTHWEST OF A POINT WHICH IS SOUTHWEST AND AT RIGHT ANGLE
 BC0400'ACROSS RAILWAY YARD FROM A TALL RAILWAY WATER TOWER, 57 FEET
 BC0400'NORTHWEST OF A RAILWAY POWER POLE, 4 1/2 FEET SOUTHWEST OF BEING
 BC0400'IN LINE WITH ROW OF POLES, ABOUT 1/2 FOOT ABOVE LEVEL OF TRACKS
 BC0400'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 BC0400'NOTE-- A DIFFERENCE WAS FOUND IN THE MEASUREMENT FROM MILE POST
 BC0400'7, THE MARK IS 20 FEET SOUTHWEST OR STRAIGHT OUT FROM THE MILE
 BC0400'POST, IT IS 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 BC0400
 BC0400                          STATION RECOVERY (1968)
 BC0400
 BC0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BC0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1401 ***********************************************************************
 BD1401  DESIGNATION -  AJ 59
 BD1401  PID         -  BD1401
 BD1401  STATE/COUNTY-  FL/DUVAL
 BD1401  USGS QUAD   -  MAXVILLE (1984)
 BD1401
 BD1401                         *CURRENT SURVEY CONTROL
 BD1401  ___________________________________________________________________
 BD1401* NAD 83(1986)-  30 12 11.     (N)    082 00 49.     (W)     SCALED    
 BD1401* NAVD 88     -        26.659  (meters)      87.46   (feet)  ADJUSTED  
 BD1401  ___________________________________________________________________
 BD1401  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD1401  DYNAMIC HT  -          26.624 (meters)      87.35  (feet)  COMP
 BD1401  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BD1401
 BD1401  VERT ORDER  -  FIRST     CLASS II
 BD1401
 BD1401.The horizontal coordinates were scaled from a topographic map and have
 BD1401.an estimated accuracy of +/- 6 seconds.
 BD1401
 BD1401.The orthometric height was determined by differential leveling
 BD1401.and adjusted by the National Geodetic Survey in June 1991..
 BD1401
 BD1401.The geoid height was determined by GEOID03.
 BD1401
 BD1401.The dynamic height is computed by dividing the NAVD 88
 BD1401.geopotential number by the normal gravity value computed on the
 BD1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1401.degrees latitude (g = 980.6199 gals.).
 BD1401
 BD1401.The modeled gravity was interpolated from observed gravity values.
 BD1401
 BD1401;                    North         East    Units  Estimated Accuracy
 BD1401;SPC FL E     -   650,810.      102,400.      MT  (+/- 180 meters Scaled)
 BD1401
 BD1401                          SUPERSEDED SURVEY CONTROL
 BD1401
 BD1401  NGVD 29 (??/??/92)   26.948  (m)           88.41   (f) ADJ UNCH    1 2
 BD1401
 BD1401.Superseded values are not recommended for survey control.
 BD1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1401.See file dsdata.txt to determine how the superseded data were derived.
 BD1401
 BD1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP024417(NAD 83)
 BD1401_MARKER: DD = SURVEY DISK
 BD1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1401_STAMPING: AJ 59
 BD1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1401+STABILITY: SURFACE MOTION
 BD1401
 BD1401  HISTORY     - Date     Condition        Report By
 BD1401  HISTORY     - 1954     MONUMENTED       FLGS
 BD1401  HISTORY     - 1954     GOOD             NGS
 BD1401  HISTORY     - 20020826 MARK NOT FOUND   FLDEP
 BD1401
 BD1401                          STATION DESCRIPTION
 BD1401
 BD1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD1401'AT MAXVILLE.
 BD1401'AT MAXVILLE, ALONG U.S. HIGHWAY 301, ABOUT 0.15 MILE NORTH OF THE
 BD1401'JUNCTION OF HIGHWAY 301 AND STATE HIGHWAY 228 LEADING EAST OVER
 BD1401'SEABOARD AIR LINE RAILWAY TRACKS, 514 FEET SOUTH OF CENTER LINE
 BD1401'OF OLD HIGHWAY 228 LEADING EAST AND CROSSING TRACKS, 46 1/2 FEET
 BD1401'EAST OF CENTER LINE OF HIGHWAY 301, 394 FEET WEST OF WEST RAIL
 BD1401'OF WEST TRACK OF S.A.L. RY., 53 1/2 FEET NORTH OF A POWER LINE
 BD1401'BRACE POLE, 84 1/2 FEET EAST-NORTHEAST AND ACROSS HIGHWAY FROM
 BD1401'A POWER POLE WITH A TRANSFORMER AND BRANCH LINES, 56 FEET SOUTH OF
 BD1401'CENTER LINE OF AN EAST-WEST DRAINAGE DITCH AND THE EXTENDED LINE
 BD1401'OF AN EAST-WEST FENCE ON WEST SIDE OF HIGHWAY, ABOUT 2 FEET
 BD1401'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 BD1401'FLUSH WITH GROUND.
 BD1401
 BD1401                          STATION RECOVERY (2002)
 BD1401
 BD1401'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BD1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0404 ***********************************************************************
 BC0404  DESIGNATION -  AJ 6
 BC0404  PID         -  BC0404
 BC0404  STATE/COUNTY-  FL/DUVAL
 BC0404  USGS QUAD   -  BAYARD (1993)
 BC0404
 BC0404                         *CURRENT SURVEY CONTROL
 BC0404  ___________________________________________________________________
 BC0404* NAD 83(1986)-  30 13 06.     (N)    081 35 13.     (W)     SCALED    
 BC0404* NAVD 88     -         7.247  (meters)      23.78   (feet)  ADJUSTED  
 BC0404  ___________________________________________________________________
 BC0404  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0404  DYNAMIC HT  -           7.237 (meters)      23.74  (feet)  COMP
 BC0404  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BC0404
 BC0404  VERT ORDER  -  FIRST     CLASS I
 BC0404
 BC0404.The horizontal coordinates were scaled from a topographic map and have
 BC0404.an estimated accuracy of +/- 6 seconds.
 BC0404
 BC0404.The orthometric height was determined by differential leveling
 BC0404.and adjusted by the National Geodetic Survey in June 1991..
 BC0404.WARNING-Repeat measurements at this control monument indicate possible
 BC0404.vertical movement.
 BC0404
 BC0404.The geoid height was determined by GEOID03.
 BC0404
 BC0404.The dynamic height is computed by dividing the NAVD 88
 BC0404.geopotential number by the normal gravity value computed on the
 BC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0404.degrees latitude (g = 980.6199 gals.).
 BC0404
 BC0404.The modeled gravity was interpolated from observed gravity values.
 BC0404
 BC0404;                    North         East    Units  Estimated Accuracy
 BC0404;SPC FL E     -   652,220.      143,500.      MT  (+/- 180 meters Scaled)
 BC0404
 BC0404                          SUPERSEDED SURVEY CONTROL
 BC0404
 BC0404  NGVD 29 (??/??/92)    7.625  (m)           25.02   (f) ADJ UNCH    1 1
 BC0404
 BC0404.Superseded values are not recommended for survey control.
 BC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0404.See file dsdata.txt to determine how the superseded data were derived.
 BC0404
 BC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP435431(NAD 83)
 BC0404_MARKER: DD = SURVEY DISK
 BC0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0404_STAMPING: AJ 6
 BC0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0404+STABILITY: SURFACE MOTION
 BC0404
 BC0404  HISTORY     - Date     Condition        Report By
 BC0404  HISTORY     - UNK      MONUMENTED       FLGS
 BC0404  HISTORY     - 1954     GOOD             NGS
 BC0404  HISTORY     - 1973     GOOD             NGS
 BC0404  HISTORY     - 1975     GOOD             NGS
 BC0404
 BC0404                          STATION DESCRIPTION
 BC0404
 BC0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0404'7.5 MI SE FROM SOUTH JACKSONVILLE.
 BC0404'ABOUT 7.5 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0404'FROM THE STATION AT SOUTH JACKSONVILLE, 1180 FEET NORTHWEST OF
 BC0404'MILE POST 9, 33 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH BOUND
 BC0404'TRACK, 62 FEET SOUTHEAST OF RAILWAY POWER POLE AND ABOUT 3 1/2
 BC0404'FEET NORTHEAST OF BEING IN LINE WITH ROW OF POLES, 24 FEET NORTH
 BC0404'OF A 10-INCH PINE TREE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 BC0404'POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACKS AND SET IN THE TOP OF
 BC0404'A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- ABOUT DUE WEST AND
 BC0404'JUST SLIGHTLY DIAGONAL ACROSS THE RAILWAY TRACKS FROM A SPHERICAL
 BC0404'WATER TANK SUPPORTED ON A PEDESTAL BEHIND THE MANUFACTURING
 BC0404'PLANT OF THE NATIONAL CASH REGISTER COMPANY.
 BC0404
 BC0404                          STATION RECOVERY (1973)
 BC0404
 BC0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BC0404'RECOVERED IN GOOD CONDITION.
 BC0404
 BC0404                          STATION RECOVERY (1975)
 BC0404
 BC0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0404'7.5 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILROAD FROM THE
 BC0404'STATION AT SOUTH JACKSONVILLE, 1180.0 FEET NORTHWEST OF MILE POST 9,
 BC0404'33.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHBOUND TRACK,
 BC0404'25.5 FEET NORTH OF A 12-INCH PINE TREE, DUE WEST AND SLIGHTLY DIAGONAL
 BC0404'AND ACROSS THE TRACKS FROM A SPHERICAL WATER TANK BEHIND THE NATIONAL
 BC0404'CASH REGISTER COMPANY, 1.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 BC0404'FEET LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 BC0404'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0293 ***********************************************************************
 BC0293  DESIGNATION -  AJ 70 RESET
 BC0293  PID         -  BC0293
 BC0293  STATE/COUNTY-  FL/DUVAL
 BC0293  USGS QUAD   -  BALDWIN (1992)
 BC0293
 BC0293                         *CURRENT SURVEY CONTROL
 BC0293  ___________________________________________________________________
 BC0293* NAD 83(1986)-  30 17 57.     (N)    081 58 59.     (W)     SCALED    
 BC0293* NAVD 88     -        25.574  (meters)      83.90   (feet)  ADJUSTED  
 BC0293  ___________________________________________________________________
 BC0293  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BC0293  DYNAMIC HT  -          25.541 (meters)      83.80  (feet)  COMP
 BC0293  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 BC0293
 BC0293  VERT ORDER  -  FIRST     CLASS II
 BC0293
 BC0293.The horizontal coordinates were scaled from a topographic map and have
 BC0293.an estimated accuracy of +/- 6 seconds.
 BC0293
 BC0293.The orthometric height was determined by differential leveling
 BC0293.and adjusted by the National Geodetic Survey in June 1991..
 BC0293.WARNING-Repeat measurements at this control monument indicate possible
 BC0293.vertical movement.
 BC0293
 BC0293.The geoid height was determined by GEOID03.
 BC0293
 BC0293.The dynamic height is computed by dividing the NAVD 88
 BC0293.geopotential number by the normal gravity value computed on the
 BC0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0293.degrees latitude (g = 980.6199 gals.).
 BC0293
 BC0293.The modeled gravity was interpolated from observed gravity values.
 BC0293
 BC0293;                    North         East    Units  Estimated Accuracy
 BC0293;SPC FL E     -   661,440.      105,440.      MT  (+/- 180 meters Scaled)
 BC0293
 BC0293                          SUPERSEDED SURVEY CONTROL
 BC0293
 BC0293  NGVD 29 (??/??/??)   25.90   (m)           85.0    (f) RESET       3  
 BC0293
 BC0293.Superseded values are not recommended for survey control.
 BC0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0293.See file dsdata.txt to determine how the superseded data were derived.
 BC0293
 BC0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP054523(NAD 83)
 BC0293_MARKER: DD = SURVEY DISK
 BC0293_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BC0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0293_STAMPING: AJ 70 RESET 1954
 BC0293_MARK LOGO: FLGS  
 BC0293_PROJECTION: RECESSED 15 CENTIMETERS
 BC0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0293+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 BC0293
 BC0293  HISTORY     - Date     Condition        Report By
 BC0293  HISTORY     - 1954     MONUMENTED       FLGS
 BC0293  HISTORY     - 1960     GOOD             NGS
 BC0293  HISTORY     - 1979     GOOD             NGS
 BC0293  HISTORY     - 19941027 GOOD             FLDT
 BC0293  HISTORY     - 20040107 GOOD             FLDEP
 BC0293
 BC0293                          STATION DESCRIPTION
 BC0293
 BC0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BC0293'0.4 MI W FROM BALDWIN.
 BC0293'0.45 MILE WEST AONG THE SEABOARD AIR LINE RAILROAD FROM THE
 BC0293'STATION AT BALDWIN, AT THE CROSSING OF U.S. HIGHWAY 301, 252
 BC0293'FT. WEST OF MILEPOST 653, 103 FT. WEST OF THE CENTER LINE OF
 BC0293'THE HIGHWAY, 23 FT. SOUTH OF THE SOUTH RAIL, 37 FT. NORTH OF
 BC0293'A FENCE, 1.7 FT. EAST OF A STEEL WITNESS POST, SET IN THE
 BC0293'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE THE GROUND.
 BC0293
 BC0293                          STATION RECOVERY (1979)
 BC0293
 BC0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BC0293'RECOVERED IN GOOD CONDITION.
 BC0293
 BC0293                          STATION RECOVERY (1994)
 BC0293
 BC0293'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 BC0293'RECOVERED AS DESCRIBED
 BC0293
 BC0293                          STATION RECOVERY (2004)
 BC0293
 BC0293'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 BC0293'THE MARK IS ABOUT 8.1 MI EAST OF MACCLENNY, 0.8 MI WEST OF BALDWIN, IN
 BC0293'SECTION 27, TOWNSHIP  2 SOUTH, RANGE 23 EAST.
 BC0293' 
 BC0293'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301
 BC0293'(BALDWIN-MAXVILLE ROAD) AND U.S.  HIGHWAY 90 (BEAVER STREET) IN
 BC0293'BALDWIN, GO SOUTH ON U.S. HIGHWAY 301 (BALDWIN-MAXVILLE  ROAD) FOR
 BC0293'0.25 MI TO THE INTERSECTION OF THE RAILROAD TRACKS AND THE MARK ON THE
 BC0293'RIGHT,  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FT ABOVE THE
 BC0293'LEVEL OF THE GROUND AND  ABOUT LEVEL WITH U.S. HIGHWAY 301.
 BC0293' 
 BC0293'LOCATED 52.3 FT WEST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY 301,
 BC0293'24.0 FT SOUTH OF THE  APPROXIMATE CENTERLINE OF A DIRT ROAD, 9.2 FT
 BC0293'NORTH OF THE NORTH RAIL OF THE RAILROAD  TRACKS AND 1.2 FT EAST OF A
 BC0293'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1275 ***********************************************************************
 BD1275  DESIGNATION -  AJ 72
 BD1275  PID         -  BD1275
 BD1275  STATE/COUNTY-  FL/DUVAL
 BD1275  USGS QUAD   -  MACCLENNY EAST (1972)
 BD1275
 BD1275                         *CURRENT SURVEY CONTROL
 BD1275  ___________________________________________________________________
 BD1275* NAD 83(1986)-  30 17 48.     (N)    082 00 52.     (W)     SCALED    
 BD1275* NAVD 88     -        23.691  (meters)      77.73   (feet)  ADJUSTED  
 BD1275  ___________________________________________________________________
 BD1275  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BD1275  DYNAMIC HT  -          23.660 (meters)      77.62  (feet)  COMP
 BD1275  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 BD1275
 BD1275  VERT ORDER  -  FIRST     CLASS II
 BD1275
 BD1275.The horizontal coordinates were scaled from a topographic map and have
 BD1275.an estimated accuracy of +/- 6 seconds.
 BD1275
 BD1275.The orthometric height was determined by differential leveling
 BD1275.and adjusted by the National Geodetic Survey in June 1991..
 BD1275
 BD1275.The geoid height was determined by GEOID03.
 BD1275
 BD1275.The dynamic height is computed by dividing the NAVD 88
 BD1275.geopotential number by the normal gravity value computed on the
 BD1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1275.degrees latitude (g = 980.6199 gals.).
 BD1275
 BD1275.The modeled gravity was interpolated from observed gravity values.
 BD1275
 BD1275;                    North         East    Units  Estimated Accuracy
 BD1275;SPC FL E     -   661,190.      102,420.      MT  (+/- 180 meters Scaled)
 BD1275
 BD1275                          SUPERSEDED SURVEY CONTROL
 BD1275
 BD1275  NGVD 29 (??/??/92)   23.992  (m)           78.71   (f) ADJ UNCH    1 2
 BD1275
 BD1275.Superseded values are not recommended for survey control.
 BD1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1275.See file dsdata.txt to determine how the superseded data were derived.
 BD1275
 BD1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP024520(NAD 83)
 BD1275_MARKER: DD = SURVEY DISK
 BD1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1275_STAMPING: AJ 72
 BD1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1275+STABILITY: SURFACE MOTION
 BD1275
 BD1275  HISTORY     - Date     Condition        Report By
 BD1275  HISTORY     - UNK      MONUMENTED       FLGS
 BD1275  HISTORY     - 1954     GOOD             NGS
 BD1275
 BD1275                          STATION DESCRIPTION
 BD1275
 BD1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD1275'2.4 MI W FROM BALDWIN.
 BD1275'2.35 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1275'STATION AT BALDWIN, ABOUT 0.25 MILE WEST OF A DIRT ROAD CROSSING,
 BD1275'495 FEET EAST OF MILE POST 655, 23 1/2 FEET SOUTH OF SOUTH RAIL,
 BD1275'53 1/2 FEET SOUTH AND ACROSS TRACK FROM THE 4TH TELEPHONE POLE
 BD1275'EAST OF MILE POST, 44 FEET NORTH OF A LONE 30-INCH OAK TREE, 88
 BD1275'FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 880, ABOUT
 BD1275'1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BD1275'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1278 ***********************************************************************
 BD1278  DESIGNATION -  AJ 73 RESET
 BD1278  PID         -  BD1278
 BD1278  STATE/COUNTY-  FL/NASSAU
 BD1278  USGS QUAD   -  MACCLENNY EAST (1972)
 BD1278
 BD1278                         *CURRENT SURVEY CONTROL
 BD1278  ___________________________________________________________________
 BD1278* NAD 83(1986)-  30 17 34.     (N)    082 02 24.     (W)     SCALED    
 BD1278* NAVD 88     -        26.225  (meters)      86.04   (feet)  ADJUSTED  
 BD1278  ___________________________________________________________________
 BD1278  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BD1278  DYNAMIC HT  -          26.191 (meters)      85.93  (feet)  COMP
 BD1278  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BD1278
 BD1278  VERT ORDER  -  FIRST     CLASS II
 BD1278
 BD1278.The horizontal coordinates were scaled from a topographic map and have
 BD1278.an estimated accuracy of +/- 6 seconds.
 BD1278
 BD1278.The orthometric height was determined by differential leveling
 BD1278.and adjusted by the National Geodetic Survey in June 1991..
 BD1278
 BD1278.The geoid height was determined by GEOID03.
 BD1278
 BD1278.The dynamic height is computed by dividing the NAVD 88
 BD1278.geopotential number by the normal gravity value computed on the
 BD1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1278.degrees latitude (g = 980.6199 gals.).
 BD1278
 BD1278.The modeled gravity was interpolated from observed gravity values.
 BD1278
 BD1278;                    North         East    Units  Estimated Accuracy
 BD1278;SPC FL E     -   660,780.       99,950.      MT  (+/- 180 meters Scaled)
 BD1278
 BD1278                          SUPERSEDED SURVEY CONTROL
 BD1278
 BD1278  NGVD 29 (??/??/92)   26.524  (m)           87.02   (f) ADJ UNCH    1 2
 BD1278
 BD1278.Superseded values are not recommended for survey control.
 BD1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1278.See file dsdata.txt to determine how the superseded data were derived.
 BD1278
 BD1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP999516(NAD 83)
 BD1278_MARKER: DD = SURVEY DISK
 BD1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1278_STAMPING: AJ 73 RESET 1949
 BD1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1278+STABILITY: SURFACE MOTION
 BD1278
 BD1278  HISTORY     - Date     Condition        Report By
 BD1278  HISTORY     - 1949     MONUMENTED       FLGS
 BD1278  HISTORY     - 1954     GOOD             NGS
 BD1278
 BD1278                          STATION DESCRIPTION
 BD1278
 BD1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD1278'3.9 MI W FROM BALDWIN.
 BD1278'3.9 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1278'STATION AT BALDWIN, ABOUT 0.45 MILE WEST OF MILE POST 656, AT
 BD1278'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD, 54 1/2 FEET
 BD1278'SOUTH OF CENTER OF CROSSING, 50 1/2 FEET SOUTH OF SOUTH RAIL
 BD1278'OF S.A.L. RY., 23 FEET SOUTHEAST OF SOUTHEAST RAIL OF A.C.L.
 BD1278'RR, 64 1/2 FEET NORTHEAST OF A.C.L. RR MILE POST SG 660, ABOUT
 BD1278'LEVEL WITH INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 BD1278'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0407 ***********************************************************************
 BC0407  DESIGNATION -  AJ 8
 BC0407  PID         -  BC0407
 BC0407  STATE/COUNTY-  FL/DUVAL
 BC0407  USGS QUAD   -  BAYARD (1993)
 BC0407
 BC0407                         *CURRENT SURVEY CONTROL
 BC0407  ___________________________________________________________________
 BC0407* NAD 83(1986)-  30 11 38.     (N)    081 34 12.     (W)     SCALED    
 BC0407* NAVD 88     -         8.500  (meters)      27.89   (feet)  ADJUSTED  
 BC0407  ___________________________________________________________________
 BC0407  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC0407  DYNAMIC HT  -           8.489 (meters)      27.85  (feet)  COMP
 BC0407  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BC0407
 BC0407  VERT ORDER  -  FIRST     CLASS I
 BC0407
 BC0407.The horizontal coordinates were scaled from a topographic map and have
 BC0407.an estimated accuracy of +/- 6 seconds.
 BC0407
 BC0407.The orthometric height was determined by differential leveling
 BC0407.and adjusted by the National Geodetic Survey in May 1994..
 BC0407.WARNING-Repeat measurements at this control monument indicate possible
 BC0407.vertical movement.
 BC0407
 BC0407.The geoid height was determined by GEOID03.
 BC0407
 BC0407.The dynamic height is computed by dividing the NAVD 88
 BC0407.geopotential number by the normal gravity value computed on the
 BC0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0407.degrees latitude (g = 980.6199 gals.).
 BC0407
 BC0407.The modeled gravity was interpolated from observed gravity values.
 BC0407
 BC0407;                    North         East    Units  Estimated Accuracy
 BC0407;SPC FL E     -   649,500.      145,110.      MT  (+/- 180 meters Scaled)
 BC0407
 BC0407                          SUPERSEDED SURVEY CONTROL
 BC0407
 BC0407  NAVD 88 (06/15/91)    8.495  (m)           27.87   (f) UNKNOWN     1 1
 BC0407  NGVD 29 (09/01/92)    8.828  (m)           28.96   (f) ADJUSTED    1 1
 BC0407
 BC0407.Superseded values are not recommended for survey control.
 BC0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0407.See file dsdata.txt to determine how the superseded data were derived.
 BC0407
 BC0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP451404(NAD 83)
 BC0407_MARKER: DD = SURVEY DISK
 BC0407_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BC0407_SP_SET: PREFAB CONC. POST IN EARTH
 BC0407_STAMPING: AJ 8
 BC0407_MARK LOGO: FLGS  
 BC0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0407+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 BC0407
 BC0407  HISTORY     - Date     Condition        Report By
 BC0407  HISTORY     - UNK      MONUMENTED       FLGS
 BC0407  HISTORY     - 1954     GOOD             NGS
 BC0407  HISTORY     - 1968     MARK NOT FOUND   NGS
 BC0407  HISTORY     - 1975     GOOD             NGS
 BC0407  HISTORY     - 19910415 GOOD             NGS
 BC0407  HISTORY     - 19920624 GOOD             FLDNR
 BC0407  HISTORY     - 19990725 GOOD             FLDEP
 BC0407
 BC0407                          STATION DESCRIPTION
 BC0407
 BC0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0407'9.4 MI SE FROM SOUTH JACKSONVILLE.
 BC0407'ABOUT 9.4 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0407'FROM THE STATION AT SOUTH JACKSONVILLE, ABOUT 0.3 MILE NORTHWEST
 BC0407'OF MILE POST 11, 20 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTH
 BC0407'BOUND TRACK, 540 FEET SOUTHEAST OF CENTER LINE OF A DIM ROAD
 BC0407'WHICH CROSSES TRACK, 14 1/2 FEET NORTHEAST OF A FENCE LINE, 3.8
 BC0407'FEET NORTHEAST OF LINE OF RAILWAY POWER POLES, 9 FEET EAST-SOUTHEAST
 BC0407'OF A FENCE CORNER, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 BC0407'POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACKS AND SET IN THE TOP OF
 BC0407'A CONCRETE POST ABOUT FLUSH WITH GROUND.
 BC0407
 BC0407                          STATION RECOVERY (1968)
 BC0407
 BC0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BC0407'MARK NOT FOUND.
 BC0407
 BC0407                          STATION RECOVERY (1975)
 BC0407
 BC0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0407'9.45 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILROAD FROM THE
 BC0407'STATION AT SOUTH JACKSONVILLE, 0.3 MILE NORTHWEST OF MILE POST 11, 0.1
 BC0407'MILE SOUTHEAST OF THE CROSSING OF THE RAILROAD AND SHAD ROAD, 33.4
 BC0407'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14.5 FEET NORTHEAST OF THE FENCE
 BC0407'LINE, 38.2 FEET EAST-SOUTHEAST OF A 40-INCH OAK TREE, 1.2 FEET
 BC0407'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN
 BC0407'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BC0407
 BC0407                          STATION RECOVERY (1991)
 BC0407
 BC0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0407'9.2 KM (5.7 MI) SOUTHEASTERLY ALONG THE FLORIDA EAST COAST RAILROAD
 BC0407'FROM THE JUNCTION OF STATE HIGHWAY 109 (UNIVERSITY BOULEVARD) IN THE
 BC0407'LAKEWOOD SECTION OF SOUTH JACKSONVILLE, 0.2 KM (0.1 MI) SOUTHEAST OF
 BC0407'THE INTERSECTION OF SHAD ROAD, 11.6 M (38.1 FT) EAST-SOUTHEAST OF A
 BC0407'40-INCH OAK TREE, 10.0 M (32.8 FT) SOUTHWEST OF THE NEAR RAIL, 0.4 M
 BC0407'(1.3 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 BC0407'OF THE TRACKS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BC0407
 BC0407                          STATION RECOVERY (1992)
 BC0407
 BC0407'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC0407'THE MARK IS IN THE SOUTHEAST PART OF JACKSONVILLE, AT THE INTERSECTION
 BC0407'OF SHAD ROAD AND THE RAILROAD TRACKS IN SECTION 66, T 3 S, R 27 E. TO
 BC0407'REACH THE MARK FROM THE INTERSECTION OF PHILLIPS HIGHWAY (U.S. HIGHWAY
 BC0407'1) AND  BAYMEADOWS ROAD (STATE ROAD 152), GO SOUTH ON PHILLIPS HIGHWAY
 BC0407'(U.S. HIGHWAY 1) FOR 1.90 MI (3.06 KM) TO THE INTERSECTION OF SHAD
 BC0407'ROAD, TURN RIGHT ON SHAD ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 BC0407'RAILROAD TRACKS AND A ROAD WHICH PARALLELS THE TRACKS ON THE LEFT,
 BC0407'TURN LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT,
 BC0407'SET IN THE TOP OF A PREFABRICATED SQUARE CONCRETE POST FLUSH WITH THE
 BC0407'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE RAILROAD TRACKS.
 BC0407'LOCATED 111.5 FT (34.0 M) SOUTHWEST OF THE NORTHEAST ONE OF 3 CONCRETE
 BC0407'GATE POST, 38.1 FT (11.6 M) EAST-SOUTHEAST OF A 40-INCH OAK TREE, 33.2
 BC0407'FT (10.1 M) SOUTHWEST OF THE NEAR RAIL AND 1.2 FT (0.4 M) NORTHEAST OF
 BC0407'METAL WITNESS POST. NOTE, NOT LEVELED THIS DATE.
 BC0407
 BC0407                          STATION RECOVERY (1999)
 BC0407
 BC0407'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 BC0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0411 ***********************************************************************
 BC0411  DESIGNATION -  AJ 9
 BC0411  PID         -  BC0411
 BC0411  STATE/COUNTY-  FL/DUVAL
 BC0411  USGS QUAD   -  BAYARD (1993)
 BC0411
 BC0411                         *CURRENT SURVEY CONTROL
 BC0411  ___________________________________________________________________
 BC0411* NAD 83(1986)-  30 09 50.     (N)    081 32 24.     (W)     SCALED    
 BC0411* NAVD 88     -         7.647  (meters)      25.09   (feet)  ADJUSTED  
 BC0411  ___________________________________________________________________
 BC0411  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC0411  DYNAMIC HT  -           7.637 (meters)      25.06  (feet)  COMP
 BC0411  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BC0411
 BC0411  VERT ORDER  -  FIRST     CLASS I
 BC0411
 BC0411.The horizontal coordinates were scaled from a topographic map and have
 BC0411.an estimated accuracy of +/- 6 seconds.
 BC0411
 BC0411.The orthometric height was determined by differential leveling
 BC0411.and adjusted by the National Geodetic Survey in June 1991..
 BC0411.WARNING-Repeat measurements at this control monument indicate possible
 BC0411.vertical movement.
 BC0411
 BC0411.The geoid height was determined by GEOID03.
 BC0411
 BC0411.The dynamic height is computed by dividing the NAVD 88
 BC0411.geopotential number by the normal gravity value computed on the
 BC0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0411.degrees latitude (g = 980.6199 gals.).
 BC0411
 BC0411.The modeled gravity was interpolated from observed gravity values.
 BC0411
 BC0411;                    North         East    Units  Estimated Accuracy
 BC0411;SPC FL E     -   646,160.      147,990.      MT  (+/- 180 meters Scaled)
 BC0411
 BC0411                          SUPERSEDED SURVEY CONTROL
 BC0411
 BC0411  NGVD 29 (??/??/92)    7.984  (m)           26.19   (f) ADJ UNCH    1 1
 BC0411
 BC0411.Superseded values are not recommended for survey control.
 BC0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0411.See file dsdata.txt to determine how the superseded data were derived.
 BC0411
 BC0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP480370(NAD 83)
 BC0411_MARKER: DD = SURVEY DISK
 BC0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0411_STAMPING: AJ 9
 BC0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0411+STABILITY: SURFACE MOTION
 BC0411
 BC0411  HISTORY     - Date     Condition        Report By
 BC0411  HISTORY     - UNK      MONUMENTED       FLGS
 BC0411  HISTORY     - 1954     GOOD             NGS
 BC0411  HISTORY     - 1968     GOOD             NGS
 BC0411  HISTORY     - 1975     GOOD             NGS
 BC0411  HISTORY     - 19910415 MARK NOT FOUND   NGS
 BC0411
 BC0411                          STATION DESCRIPTION
 BC0411
 BC0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BC0411'12.2 MI SE FROM SOUTH JACKSONVILLE.
 BC0411'ABOUT 12.15 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 BC0411'FROM THE STATION AT SOUTH JACKSONVILLE, ABOUT 0.45 MILE SOUTHEAST
 BC0411'OF MILE POST 13, 20 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 BC0411'SOUTH BOUND TRACK, 145 FEET SOUTH-SOUTHEAST OF CENTER OF A ROAD
 BC0411'CROSSING AND SOUTH BOUND TRACK, 142 FEET SOUTHEAST OF CENTER LINE
 BC0411'OF ROAD, 14 FEET SOUTHWEST OF A SWITCH STAND AT SOUTHEAST END
 BC0411'OF A SIDING, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BC0411'ABOUT LEVEL WITH TRACKS AND SET IN THE TOP OF A CONCRETE POST
 BC0411'PROJECTING 5 INCHES.  NOTE-- A METAL WITNESS POST AND SIGN WAS
 BC0411'SET 1-FOOT NORTH OF THE MARK.
 BC0411
 BC0411                          STATION RECOVERY (1968)
 BC0411
 BC0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BC0411'RECOVERED IN GOOD CONDITION.
 BC0411
 BC0411                          STATION RECOVERY (1975)
 BC0411
 BC0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0411'12.2 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILROAD FROM THE
 BC0411'STATION AT SOUTH JACKSONVILLE, 0.45 MILE SOUTHEAST OF MILE POST 13, AT
 BC0411'THE CROSSING OF THE RAILROAD AND GREENLAND ROAD, 153.0 FEET SOUTHEAST
 BC0411'OF THE CENTER LINE OF GREENLAND ROAD, 160.5 FEET SOUTH-SOUTHEAST OF
 BC0411'THE CENTER LINE OF THE CROSSING 19.3 FEET NORTHEAST OF THE CENTER LINE
 BC0411'OF A DIRT ROAD LEADING SOUTHEAST, 33.7 FEET SOUTHWEST OF THE SOUTHWEST
 BC0411'RAIL OF THE MAIN TRACK, 23.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A
 BC0411'SPUR TRACK, 0.9 FOOT NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 BC0411'TRACKS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BC0411'NOTE-- CONCRETE CHIPPED.
 BC0411
 BC0411                          STATION RECOVERY (1991)
 BC0411
 BC0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0411'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4102 ***********************************************************************
 AC4102  DESIGNATION -  AJAX 1934
 AC4102  PID         -  AC4102
 AC4102  STATE/COUNTY-  FL/MIAMI-DADE
 AC4102  USGS QUAD   -  ELLIOTT KEY (1988)
 AC4102
 AC4102                         *CURRENT SURVEY CONTROL
 AC4102  ___________________________________________________________________
 AC4102* NAD 83(1990)-  25 24 11.54364(N)    080 07 56.20848(W)     ADJUSTED  
 AC4102* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC4102  ___________________________________________________________________
 AC4102  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AC4102  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AC4102
 AC4102  HORZ ORDER  -  THIRD
 AC4102
 AC4102.The horizontal coordinates were established by classical geodetic methods
 AC4102.and adjusted by the National Geodetic Survey in May 1991..
 AC4102
 AC4102.The orthometric height was scaled from a topographic map.
 AC4102
 AC4102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4102
 AC4102.The geoid height was determined by GEOID03.
 AC4102
 AC4102;                    North         East     Units Scale Factor Converg.
 AC4102;SPC FL E     -   118,787.520   287,305.356   MT  1.00003527   +0 22 20.1
 AC4102;SPC FL E     -   389,722.06    942,600.99   sFT  1.00003527   +0 22 20.1
 AC4102;UTM  17      - 2,809,878.972   587,275.568   MT  0.99969406   +0 22 20.1
 AC4102
 AC4102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4102!SPC FL E     -   1.00000413  x   1.00003527  =   1.00003940
 AC4102!UTM  17      -   1.00000413  x   0.99969406  =   0.99969819
 AC4102
 AC4102                          SUPERSEDED SURVEY CONTROL
 AC4102
 AC4102  NAD 83(1986)-  25 24 11.54712(N)    080 07 56.20417(W) AD(       ) 3
 AC4102  NAD 27      -  25 24 10.13910(N)    080 07 57.03350(W) AD(       ) 3
 AC4102
 AC4102.Superseded values are not recommended for survey control.
 AC4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4102.See file dsdata.txt to determine how the superseded data were derived.
 AC4102
 AC4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8727609879(NAD 83)
 AC4102_MARKER: 11 = PILING
 AC4102
 AC4102  HISTORY     - Date     Condition        Report By
 AC4102  HISTORY     - 1934     FIRST OBSERVED   CGS
 AC4102  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AC4102
 AC4102                          STATION DESCRIPTION
 AC4102
 AC4102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4102'PILE ON AJAX REEF, LOCATED BY THEODOLITE CUTS, CHECKS
 AC4102'POSITION GIVEN FOR AJAX 1934 WITHIN ABOUT 1.5 METERS.  RECOVERY NOT
 AC4102'POSITIVE DUE TO LACK OF DATA ON STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4103 ***********************************************************************
 AC4103  DESIGNATION -  AJAX REEF 1853
 AC4103  PID         -  AC4103
 AC4103  STATE/COUNTY-  FL/MIAMI-DADE
 AC4103  USGS QUAD   -  ELLIOTT KEY (1988)
 AC4103
 AC4103                         *CURRENT SURVEY CONTROL
 AC4103  ___________________________________________________________________
 AC4103* NAD 83(1990)-  25 24 12.75159(N)    080 07 56.28312(W)     ADJUSTED  
 AC4103* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC4103  ___________________________________________________________________
 AC4103  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AC4103  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AC4103
 AC4103  HORZ ORDER  -  THIRD
 AC4103
 AC4103.The horizontal coordinates were established by classical geodetic methods
 AC4103.and adjusted by the National Geodetic Survey in May 1991..
 AC4103
 AC4103.The orthometric height was scaled from a topographic map.
 AC4103
 AC4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4103
 AC4103.The geoid height was determined by GEOID03.
 AC4103
 AC4103;                    North         East     Units Scale Factor Converg.
 AC4103;SPC FL E     -   118,824.678   287,303.028   MT  1.00003526   +0 22 20.1
 AC4103;SPC FL E     -   389,843.96    942,593.35   sFT  1.00003526   +0 22 20.1
 AC4103;UTM  17      - 2,809,916.117   587,273.241   MT  0.99969405   +0 22 20.1
 AC4103
 AC4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4103!SPC FL E     -   1.00000413  x   1.00003526  =   1.00003939
 AC4103!UTM  17      -   1.00000413  x   0.99969405  =   0.99969818
 AC4103
 AC4103                          SUPERSEDED SURVEY CONTROL
 AC4103
 AC4103  NAD 83(1986)-  25 24 12.75394(N)    080 07 56.27940(W) AD(       ) 4
 AC4103  NAD 27      -  25 24 11.34537(N)    080 07 57.10453(W) AD(       ) 3
 AC4103
 AC4103.Superseded values are not recommended for survey control.
 AC4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4103.See file dsdata.txt to determine how the superseded data were derived.
 AC4103
 AC4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8727309916(NAD 83)
 AC4103_MARKER: 16 = DAYBEACON
 AC4103
 AC4103  HISTORY     - Date     Condition        Report By
 AC4103  HISTORY     - 1934     FIRST OBSERVED   CGS
 AC4103  HISTORY     - 1936     SEE DESCRIPTION  CGS
 AC4103  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AC4103  HISTORY     - 1986     GOOD             USPSQD
 AC4103
 AC4103                          STATION DESCRIPTION
 AC4103
 AC4103'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AC4103'DAYMARK DESTROYED IN 1935 HURRICANE.  IRON BASE PILE INTACT AND IN
 AC4103'ORIGINAL POSITION.  DAYMARK REPLACED IN 1935.
 AC4103
 AC4103                          STATION RECOVERY (1947)
 AC4103
 AC4103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4103'DAYMARK GONE.  PILE ON AJAX REEF, LOCATED BY THEODOLITE CUTS, LIES
 AC4103'APPROXIMATELY 35 METERS S OF POSITION GIVEN FOR STATION.
 AC4103'
 AC4103'STATION WAS NOT VISITED, THEREFORE, IT IS NOT CERTAIN WHETHER
 AC4103'REMAINS OF STATION STILL EXIST.
 AC4103
 AC4103                          STATION RECOVERY (1986)
 AC4103
 AC4103'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC4103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4101 ***********************************************************************
 AC4101  DESIGNATION -  AJAX REEF BEACON
 AC4101  PID         -  AC4101
 AC4101  STATE/COUNTY-  FL/MIAMI-DADE
 AC4101  USGS QUAD   -  ELLIOTT KEY (1988)
 AC4101
 AC4101                         *CURRENT SURVEY CONTROL
 AC4101  ___________________________________________________________________
 AC4101* NAD 83(1990)-  25 24 07.39852(N)    080 07 57.26225(W)     ADJUSTED  
 AC4101* NAVD 88     -                                                        
 AC4101  ___________________________________________________________________
 AC4101  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AC4101  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AC4101
 AC4101  HORZ ORDER  -  THIRD
 AC4101
 AC4101.The horizontal coordinates were established by classical geodetic methods
 AC4101.and adjusted by the National Geodetic Survey in May 1991..
 AC4101
 AC4101
 AC4101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4101
 AC4101.The geoid height was determined by GEOID03.
 AC4101
 AC4101;                    North         East     Units Scale Factor Converg.
 AC4101;SPC FL E     -   118,659.774   287,276.732   MT  1.00003520   +0 22 19.6
 AC4101;SPC FL E     -   389,302.94    942,507.08   sFT  1.00003520   +0 22 19.6
 AC4101;UTM  17      - 2,809,751.269   587,246.953   MT  0.99969400   +0 22 19.6
 AC4101
 AC4101                          SUPERSEDED SURVEY CONTROL
 AC4101
 AC4101  NAD 83(1986)-  25 24 07.40209(N)    080 07 57.25796(W) AD(       ) 4
 AC4101  NAD 27      -  25 24 05.98904(N)    080 07 58.08471(W) AD(       ) 3
 AC4101
 AC4101.Superseded values are not recommended for survey control.
 AC4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4101.See file dsdata.txt to determine how the superseded data were derived.
 AC4101
 AC4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8724709751(NAD 83)
 AC4101
 AC4101  HISTORY     - Date     Condition        Report By
 AC4101  HISTORY     - 1908     FIRST OBSERVED   CGS
 AC4101  HISTORY     - 1936     SEE DESCRIPTION  CGS
 AC4101
 AC4101                          STATION DESCRIPTION
 AC4101
 AC4101'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AC4101'BEACON RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0695 ***********************************************************************
 AR0695  DESIGNATION -  AK 19
 AR0695  PID         -  AR0695
 AR0695  STATE/COUNTY-  FL/LEVY
 AR0695  USGS QUAD   -  BRONSON SW (1988)
 AR0695
 AR0695                         *CURRENT SURVEY CONTROL
 AR0695  ___________________________________________________________________
 AR0695* NAD 83(1986)-  29 20 52.     (N)    082 44 26.     (W)     SCALED    
 AR0695* NAVD 88     -         8.932  (meters)      29.30   (feet)  ADJUSTED  
 AR0695  ___________________________________________________________________
 AR0695  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AR0695  DYNAMIC HT  -           8.920 (meters)      29.27  (feet)  COMP
 AR0695  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 AR0695
 AR0695  VERT ORDER  -  FIRST     CLASS I
 AR0695
 AR0695.The horizontal coordinates were scaled from a topographic map and have
 AR0695.an estimated accuracy of +/- 6 seconds.
 AR0695
 AR0695.The orthometric height was determined by differential leveling
 AR0695.and adjusted by the National Geodetic Survey in June 1991..
 AR0695
 AR0695.The geoid height was determined by GEOID03.
 AR0695
 AR0695.The dynamic height is computed by dividing the NAVD 88
 AR0695.geopotential number by the normal gravity value computed on the
 AR0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0695.degrees latitude (g = 980.6199 gals.).
 AR0695
 AR0695.The modeled gravity was interpolated from observed gravity values.
 AR0695
 AR0695;                    North         East    Units  Estimated Accuracy
 AR0695;SPC FL W     -   555,800.      128,090.      MT  (+/- 180 meters Scaled)
 AR0695
 AR0695                          SUPERSEDED SURVEY CONTROL
 AR0695
 AR0695  NGVD 29 (??/??/92)    9.155  (m)           30.04   (f) ADJ UNCH    1 1
 AR0695
 AR0695.Superseded values are not recommended for survey control.
 AR0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0695.See file dsdata.txt to determine how the superseded data were derived.
 AR0695
 AR0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN310477(NAD 83)
 AR0695_MARKER: DD = SURVEY DISK
 AR0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AR0695_SP_SET: CULVERT
 AR0695_STAMPING: AK 19
 AR0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0695
 AR0695  HISTORY     - Date     Condition        Report By
 AR0695  HISTORY     - UNK      MONUMENTED       FLGS
 AR0695  HISTORY     - 1967     GOOD             NGS
 AR0695
 AR0695                          STATION DESCRIPTION
 AR0695
 AR0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0695'2.2 MI NE FROM OTTER CREEK.
 AR0695'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE
 AR0695'INTERSECTION OF U.S. HIGHWAYS 19 AND 98 AT OTTER CREEK, ABOUT
 AR0695'0.55 MILE SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE OVER
 AR0695'WACCASASSA RIVER, SET ON THE TOP OF THE SOUTHWEST END OF THE
 AR0695'NORTHWEST CONCRETE HEAD WALL FOR PIPE CULVERT UNDER THE HIGHWAY,
 AR0695'18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT
 AR0695'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 1 FOOT
 AR0695'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0704 ***********************************************************************
 AR0704  DESIGNATION -  AK 21
 AR0704  PID         -  AR0704
 AR0704  STATE/COUNTY-  FL/LEVY
 AR0704  USGS QUAD   -  BRONSON SW (1988)
 AR0704
 AR0704                         *CURRENT SURVEY CONTROL
 AR0704  ___________________________________________________________________
 AR0704* NAD 83(1986)-  29 22 21.     (N)    082 43 05.     (W)     SCALED    
 AR0704* NAVD 88     -        11.442  (meters)      37.54   (feet)  ADJUSTED  
 AR0704  ___________________________________________________________________
 AR0704  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AR0704  DYNAMIC HT  -          11.427 (meters)      37.49  (feet)  COMP
 AR0704  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 AR0704
 AR0704  VERT ORDER  -  FIRST     CLASS I
 AR0704
 AR0704.The horizontal coordinates were scaled from a topographic map and have
 AR0704.an estimated accuracy of +/- 6 seconds.
 AR0704
 AR0704.The orthometric height was determined by differential leveling
 AR0704.and adjusted by the National Geodetic Survey in June 1991..
 AR0704
 AR0704.The geoid height was determined by GEOID03.
 AR0704
 AR0704.The dynamic height is computed by dividing the NAVD 88
 AR0704.geopotential number by the normal gravity value computed on the
 AR0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0704.degrees latitude (g = 980.6199 gals.).
 AR0704
 AR0704.The modeled gravity was interpolated from observed gravity values.
 AR0704
 AR0704;                    North         East    Units  Estimated Accuracy
 AR0704;SPC FL W     -   558,530.      130,290.      MT  (+/- 180 meters Scaled)
 AR0704
 AR0704                          SUPERSEDED SURVEY CONTROL
 AR0704
 AR0704  NGVD 29 (??/??/92)   11.671  (m)           38.29   (f) ADJ UNCH    1 1
 AR0704
 AR0704.Superseded values are not recommended for survey control.
 AR0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0704.See file dsdata.txt to determine how the superseded data were derived.
 AR0704
 AR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN332504(NAD 83)
 AR0704_MARKER: DD = SURVEY DISK
 AR0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0704_STAMPING: AK 21
 AR0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0704+STABILITY: SURFACE MOTION
 AR0704
 AR0704  HISTORY     - Date     Condition        Report By
 AR0704  HISTORY     - UNK      MONUMENTED       FLGS
 AR0704  HISTORY     - 1967     GOOD             NGS
 AR0704
 AR0704                          STATION DESCRIPTION
 AR0704
 AR0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0704'4.3 MI NE FROM OTTER CREEK.
 AR0704'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE INTERSECTION
 AR0704'OF U.S. HIGHWAYS 19 AND 98 AT OTTER CREEK, IN SECTION 9, R 16 E,
 AR0704'T 13 S, ABOUT 0.4 MILE NORTHEAST OF AN 8-FOOT CONCRETE BOX
 AR0704'CULVERT UNDER THE HIGHWAY, ABOUT 210 YARDS NORTHEAST OF THE
 AR0704'JUNCTION OF AN OLD LOGGING ROAD LEADING NORTHWEST, 46 1/2 FEET
 AR0704'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 40 YARDS NORTH
 AR0704'OF AND ACROSS THE HIGHWAY FROM TELEPHONE CABLE POLE NO. 440, 5 1/2
 AR0704'FEET SOUTHEAST OF RIGHT-OF-WAY FENCE LINE, 0.6 FOOT NORTHWEST OF A
 AR0704'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AR0704'1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1231 ***********************************************************************
 AR1231  DESIGNATION -  AK 30 RESET 1966
 AR1231  PID         -  AR1231
 AR1231  STATE/COUNTY-  FL/LEVY
 AR1231  USGS QUAD   -  CEDAR KEY (1993)
 AR1231
 AR1231                         *CURRENT SURVEY CONTROL
 AR1231  ___________________________________________________________________
 AR1231* NAD 83(1986)-  29 10 49.     (N)    083 01 13.     (W)     SCALED    
 AR1231* NAVD 88     -         2.873  (meters)       9.43   (feet)  ADJUSTED  
 AR1231  ___________________________________________________________________
 AR1231  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AR1231  DYNAMIC HT  -           2.869 (meters)       9.41  (feet)  COMP
 AR1231  MODELED GRAV-     979,250.5   (mgal)                       NAVD 88
 AR1231
 AR1231  VERT ORDER  -  FIRST     CLASS I
 AR1231
 AR1231.The horizontal coordinates were scaled from a topographic map and have
 AR1231.an estimated accuracy of +/- 6 seconds.
 AR1231
 AR1231.The orthometric height was determined by differential leveling
 AR1231.and adjusted by the National Geodetic Survey in June 1991..
 AR1231
 AR1231.The geoid height was determined by GEOID03.
 AR1231
 AR1231.The dynamic height is computed by dividing the NAVD 88
 AR1231.geopotential number by the normal gravity value computed on the
 AR1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1231.degrees latitude (g = 980.6199 gals.).
 AR1231
 AR1231.The modeled gravity was interpolated from observed gravity values.
 AR1231
 AR1231;                    North         East    Units  Estimated Accuracy
 AR1231;SPC FL W     -   537,440.      100,760.      MT  (+/- 180 meters Scaled)
 AR1231
 AR1231                          SUPERSEDED SURVEY CONTROL
 AR1231
 AR1231  NGVD 29 (??/??/92)    3.075  (m)           10.09   (f) ADJ UNCH    1 1
 AR1231
 AR1231.Superseded values are not recommended for survey control.
 AR1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1231.See file dsdata.txt to determine how the superseded data were derived.
 AR1231
 AR1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN035296(NAD 83)
 AR1231_MARKER: DD = SURVEY DISK
 AR1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1231_STAMPING: AK 30 RESET 1966
 AR1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1231+STABILITY: SURFACE MOTION
 AR1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1231+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 AR1231
 AR1231  HISTORY     - Date     Condition        Report By
 AR1231  HISTORY     - 1966     MONUMENTED       FLGS
 AR1231  HISTORY     - 1967     GOOD             NGS
 AR1231  HISTORY     - 1988     GOOD             USPSQD
 AR1231  HISTORY     - 1988     GOOD             USPSQD
 AR1231  HISTORY     - 1989     GOOD             USPSQD
 AR1231  HISTORY     - 20001129 GOOD             USPSQD
 AR1231
 AR1231                          STATION DESCRIPTION
 AR1231
 AR1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR1231'3.1 MI NE FROM CEDAR KEY.
 AR1231'ABOUT 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE
 AR1231'METHODIST CHURCH AT CEDAR KEY, NEAR THE JUNCTION OF STATE
 AR1231'HIGHWAY S 347, IN SECTION 16, R 13 E, T 15 S, 56 FEET SOUTHEAST
 AR1231'OF THE CENTER LINE OF STATE HIGHWAY 24, 86 1/2 FEET SOUTH OF
 AR1231'THE CENTER OF THE JUNCTION OF THE NORTHEAST LEG OF STATE HIGHWAY
 AR1231'S 347, 5 FOOT EAST OF A 20 INCH PALM TREE, ON TOP OF A BANK,
 AR1231'0.9 FOOT NORTHWEST OF A METAL WITNESS POST, 7 FEET ABOVE THE
 AR1231'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AR1231'WITH THE GROUND.
 AR1231
 AR1231                          STATION RECOVERY (1988)
 AR1231
 AR1231'RECOVERY NOTE BY US POWER SQUADRON 1988 (ASK)
 AR1231'RECOVERED IN GOOD CONDITION.
 AR1231
 AR1231                          STATION RECOVERY (1988)
 AR1231
 AR1231'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR1231'RECOVERED IN GOOD CONDITION.
 AR1231
 AR1231                          STATION RECOVERY (1989)
 AR1231
 AR1231'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1231'RECOVERED IN GOOD CONDITION.
 AR1231
 AR1231                          STATION RECOVERY (2000)
 AR1231
 AR1231'RECOVERY NOTE BY US POWER SQUADRON 2000 (PL)
 AR1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1472 ***********************************************************************
 AR1472  DESIGNATION -  AK 37 RESET
 AR1472  PID         -  AR1472
 AR1472  STATE/COUNTY-  FL/LEVY
 AR1472  USGS QUAD   -  YANKEETOWN (1993)
 AR1472
 AR1472                         *CURRENT SURVEY CONTROL
 AR1472  ___________________________________________________________________
 AR1472* NAD 83(1986)-  29 01 48.     (N)    082 39 44.     (W)     SCALED    
 AR1472* NAVD 88     -         5.258  (meters)      17.25   (feet)  ADJUSTED  
 AR1472  ___________________________________________________________________
 AR1472  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AR1472  DYNAMIC HT  -           5.251 (meters)      17.23  (feet)  COMP
 AR1472  MODELED GRAV-     979,239.8   (mgal)                       NAVD 88
 AR1472
 AR1472  VERT ORDER  -  FIRST     CLASS II
 AR1472
 AR1472.The horizontal coordinates were scaled from a topographic map and have
 AR1472.an estimated accuracy of +/- 6 seconds.
 AR1472
 AR1472.The orthometric height was determined by differential leveling
 AR1472.and adjusted by the National Geodetic Survey in May 2005..
 AR1472
 AR1472.The geoid height was determined by GEOID03.
 AR1472
 AR1472.The dynamic height is computed by dividing the NAVD 88
 AR1472.geopotential number by the normal gravity value computed on the
 AR1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1472.degrees latitude (g = 980.6199 gals.).
 AR1472
 AR1472.The modeled gravity was interpolated from observed gravity values.
 AR1472
 AR1472;                    North         East    Units  Estimated Accuracy
 AR1472;SPC FL W     -   520,540.      135,500.      MT  (+/- 180 meters Scaled)
 AR1472
 AR1472                          SUPERSEDED SURVEY CONTROL
 AR1472
 AR1472  NAVD 88 (??/??/92)    5.199  (m)           17.06   (f) UNKNOWN     3 0
 AR1472
 AR1472.Superseded values are not recommended for survey control.
 AR1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1472.See file dsdata.txt to determine how the superseded data were derived.
 AR1472
 AR1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN381124(NAD 83)
 AR1472_MARKER: DE = TRAVERSE STATION DISK
 AR1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1472_SP_SET: CONCRETE POST
 AR1472_STAMPING: AK 37 RESET 1960
 AR1472_MARK LOGO: CGS   
 AR1472_PROJECTION: FLUSH
 AR1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1472+STABILITY: SURFACE MOTION
 AR1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1472+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 AR1472
 AR1472  HISTORY     - Date     Condition        Report By
 AR1472  HISTORY     - 1960     MONUMENTED       CGS
 AR1472  HISTORY     - 1977     GOOD             FLDNR
 AR1472  HISTORY     - 1990     GOOD             USPSQD
 AR1472  HISTORY     - 1990     GOOD             USPSQD
 AR1472  HISTORY     - 20010331 GOOD             NGS
 AR1472  HISTORY     - 20031019 GOOD             FLDEP
 AR1472
 AR1472                          STATION DESCRIPTION
 AR1472
 AR1472'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1472'0.5 MI EAST FROM INGLIS.
 AR1472'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40
 AR1472'AT INGLIS. PROCEED 0.5 MILES EAST ALONG STATE ROAD 40, TO A SMALL
 AR1472'WHITE FRAME FARMHOUSE ON THE RIGHT AND THE MARK ON THE LEFT, WHICH
 AR1472'BEARS 50 YARDS NORTHWEST OF AND ACROSS THE ROAD FROM A SMALL
 AR1472'WHITE FRAME HOUSE, 46 FEET NORTH OF THE CENTER LINE OF STATE ROAD
 AR1472'40, 63 FEET WEST OF TELEPHONE POLE NUMBER 249, 32 FEET WEST OF THE
 AR1472'WEST END OF A WOODEN GATE, 29 FEET NORTHWEST OF THE WEST END OF AN
 AR1472'18 INCH CONCRETE PIPE FOR A CULVERT.
 AR1472
 AR1472                          STATION RECOVERY (1990)
 AR1472
 AR1472'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AR1472'RECOVERED IN GOOD CONDITION.
 AR1472
 AR1472                          STATION RECOVERY (1990)
 AR1472
 AR1472'RECOVERY NOTE BY US POWER SQUADRON 1990 (KWK)
 AR1472'RECOVERED IN GOOD CONDITION.
 AR1472
 AR1472                          STATION RECOVERY (2001)
 AR1472
 AR1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AR1472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AR1472
 AR1472                          STATION RECOVERY (2003)
 AR1472
 AR1472'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1472'THE MARK IS ABOUT 0.4 MI EAST OF INGLIS, IN SECTION 2, TOWNSHIP 17
 AR1472'SOUTH, RANGE 16 EAST.
 AR1472' 
 AR1472'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND
 AR1472'COUNTY ROAD 40 IN  INGLIS, GO EAST ON COUNTY ROAD 40 FOR 0.4 MI TO THE
 AR1472'JUNCTION OF LORI STREET ON THE LEFT  AND THE MARK ON THE LEFT, SET IN
 AR1472'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT FLUSH  WITH THE GROUND
 AR1472'AND ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 40.
 AR1472' 
 AR1472'LOCATED 168.0 FT WEST OF THE APPROXIMATE CENTERLINE OF LORI STREET,
 AR1472'47.2 FT NORTH OF THE  APPROXIMATE CENTERLINE OF COUNTY ROAD 40, 1.1 FT
 AR1472'SOUTHWEST OF A 13-INCH DIAMETER PALM  TREE AND CENTERED BETWEEN 2
 AR1472'METAL WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1471 ***********************************************************************
 AR1471  DESIGNATION -  AK 38
 AR1471  PID         -  AR1471
 AR1471  STATE/COUNTY-  FL/LEVY
 AR1471  USGS QUAD   -  YANKEETOWN (1993)
 AR1471
 AR1471                         *CURRENT SURVEY CONTROL
 AR1471  ___________________________________________________________________
 AR1471* NAD 83(1986)-  29 01 43.     (N)    082 38 45.     (W)     SCALED    
 AR1471* NAVD 88     -         5.994  (meters)      19.67   (feet)  ADJUSTED  
 AR1471  ___________________________________________________________________
 AR1471  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AR1471  DYNAMIC HT  -           5.986 (meters)      19.64  (feet)  COMP
 AR1471  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 AR1471
 AR1471  VERT ORDER  -  FIRST     CLASS II
 AR1471
 AR1471.The horizontal coordinates were scaled from a topographic map and have
 AR1471.an estimated accuracy of +/- 6 seconds.
 AR1471
 AR1471.The orthometric height was determined by differential leveling
 AR1471.and adjusted by the National Geodetic Survey in May 2005..
 AR1471
 AR1471.The geoid height was determined by GEOID03.
 AR1471
 AR1471.The dynamic height is computed by dividing the NAVD 88
 AR1471.geopotential number by the normal gravity value computed on the
 AR1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1471.degrees latitude (g = 980.6199 gals.).
 AR1471
 AR1471.The modeled gravity was interpolated from observed gravity values.
 AR1471
 AR1471;                    North         East    Units  Estimated Accuracy
 AR1471;SPC FL W     -   520,370.      137,090.      MT  (+/- 180 meters Scaled)
 AR1471
 AR1471                          SUPERSEDED SURVEY CONTROL
 AR1471
 AR1471  NAVD 88 (??/??/92)    5.946  (m)           19.51   (f) UNKNOWN     3 0
 AR1471
 AR1471.Superseded values are not recommended for survey control.
 AR1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1471.See file dsdata.txt to determine how the superseded data were derived.
 AR1471
 AR1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN397122(NAD 83)
 AR1471_MARKER: DD = SURVEY DISK
 AR1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1471_SP_SET: CONCRETE POST
 AR1471_STAMPING: AK 38
 AR1471_MARK LOGO: CGS+SS
 AR1471_PROJECTION: PROJECTING 13 CENTIMETERS
 AR1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1471+STABILITY: SURFACE MOTION
 AR1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1471+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 AR1471
 AR1471  HISTORY     - Date     Condition        Report By
 AR1471  HISTORY     - 1934     MONUMENTED       CGS+SS
 AR1471  HISTORY     - 1977     GOOD             FLDNR
 AR1471  HISTORY     - 1988     GOOD             USPSQD
 AR1471  HISTORY     - 1990     GOOD             USPSQD
 AR1471  HISTORY     - 1990     GOOD             USPSQD
 AR1471  HISTORY     - 20010331 GOOD             NGS
 AR1471  HISTORY     - 20031019 GOOD             FLDEP
 AR1471
 AR1471                          STATION DESCRIPTION
 AR1471
 AR1471'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1471'1.5 MI EAST FROM INGLIS.
 AR1471'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40
 AR1471'IN INGLIS. PROCEED 1.5 MILES EAST ALONG STATE ROAD 40 TO THE MARK
 AR1471'ON THE LEFT, WHICH BEARS 38 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 AR1471'STATE ROAD 40, 111 FEET WEST-NORTHWEST OF THE NORTH END OF A
 AR1471'CONCRETE CULVERT, 88 YARDS NORTHWEST OF THE EXTENDED CENTER LINE
 AR1471'OF A ROAD LEADING SOUTHWEST, 23.5 FEET WEST OF TELEPHONE POLE
 AR1471'NUMBER 230.
 AR1471
 AR1471                          STATION RECOVERY (1988)
 AR1471
 AR1471'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR1471'RECOVERED IN GOOD CONDITION.
 AR1471
 AR1471                          STATION RECOVERY (1990)
 AR1471
 AR1471'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AR1471'RECOVERED IN GOOD CONDITION.
 AR1471
 AR1471                          STATION RECOVERY (1990)
 AR1471
 AR1471'RECOVERY NOTE BY US POWER SQUADRON 1990 (KWK)
 AR1471'RECOVERED IN GOOD CONDITION.
 AR1471
 AR1471                          STATION RECOVERY (2001)
 AR1471
 AR1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AR1471'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AR1471
 AR1471                          STATION RECOVERY (2003)
 AR1471
 AR1471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1471'THE MARK IS ABOUT 1.4 MI EAST OF INGLIS, IN SECTION 1, TOWNSHIP 17
 AR1471'SOUTH, RANGE 16 EAST.
 AR1471' 
 AR1471'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND
 AR1471'COUNTY ROAD 40 IN  INGLIS, GO EAST ON COUNTY ROAD 40 FOR 1.4 MI TO THE
 AR1471'MARK ON THE LEFT, SET IN THE TOP OF A  6-INCH SQUARE CONCRETE POST
 AR1471'PROJECTING 0.5 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT  2.0 FT
 AR1471'BELOW THE LEVEL OF COUNTY ROAD 40.
 AR1471' 
 AR1471'LOCATED 78.3 FT SOUTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY AT
 AR1471'717 COUNTY ROAD  40 (SMITH RESIDENCE), 38.8 FT NORTH-NORTHEAST OF THE
 AR1471'APPROXIMATE CENTERLINE OF COUNTY  ROAD 40, 11.6 FT SOUTH-SOUTHWEST OF
 AR1471'A CHAIN LINK FENCE AND 1.0 FT EAST-SOUTHEAST OF A  METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1470 ***********************************************************************
 AR1470  DESIGNATION -  AK 39 FLGS RESET 1960
 AR1470  PID         -  AR1470
 AR1470  STATE/COUNTY-  FL/LEVY
 AR1470  USGS QUAD   -  YANKEETOWN (1993)
 AR1470
 AR1470                         *CURRENT SURVEY CONTROL
 AR1470  ___________________________________________________________________
 AR1470* NAD 83(1986)-  29 01 34.     (N)    082 38 24.     (W)     SCALED    
 AR1470* NAVD 88     -         7.704  (meters)      25.28   (feet)  POSTED    
 AR1470  ___________________________________________________________________
 AR1470  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AR1470  DYNAMIC HT  -           7.690 (meters)      25.23  (feet)  COMP
 AR1470  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 AR1470
 AR1470  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AR1470
 AR1470.The horizontal coordinates were scaled from a topographic map and have
 AR1470.an estimated accuracy of +/- 6 seconds.
 AR1470
 AR1470.The orthometric height was determined by differential leveling
 AR1470.and adjusted by the National Geodetic Survey in 1992..
 AR1470.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AR1470.rate of 2.1 thru 3.0 mm/km.
 AR1470
 AR1470.The geoid height was determined by GEOID03.
 AR1470
 AR1470.The dynamic height is computed by dividing the NAVD 88
 AR1470.geopotential number by the normal gravity value computed on the
 AR1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1470.degrees latitude (g = 980.6199 gals.).
 AR1470
 AR1470.The modeled gravity was interpolated from observed gravity values.
 AR1470
 AR1470;                    North         East    Units  Estimated Accuracy
 AR1470;SPC FL W     -   520,090.      137,660.      MT  (+/- 180 meters Scaled)
 AR1470
 AR1470                          SUPERSEDED SURVEY CONTROL
 AR1470
 AR1470.No superseded survey control is available for this station.
 AR1470
 AR1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN402119(NAD 83)
 AR1470_MARKER: DE = TRAVERSE STATION DISK
 AR1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1470_SP_SET: CONCRETE POST
 AR1470_STAMPING: AK 39 RESET 1960
 AR1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1470+STABILITY: SURFACE MOTION
 AR1470
 AR1470  HISTORY     - Date     Condition        Report By
 AR1470  HISTORY     - 1960     MONUMENTED       FLGS
 AR1470  HISTORY     - 1977     GOOD             FLDNR
 AR1470  HISTORY     - 1988     GOOD             USPSQD
 AR1470  HISTORY     - 1990     GOOD             USPSQD
 AR1470  HISTORY     - 1990     GOOD             USPSQD
 AR1470  HISTORY     - 20010331 GOOD             NGS
 AR1470
 AR1470                          STATION DESCRIPTION
 AR1470
 AR1470'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1470'1.9 MI EAST FROM INGLIS.
 AR1470'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STAE ROAD 40
 AR1470'AT INGLIS. PROCEED 1.9 MILES EAST ALONG STATE ROAD 40, TO A JUNCTION
 AR1470'WITH A DIRT ROAD LEADING SOUTH AND THE MARK ON THE RIGHT. THE MARK
 AR1470'BEARS 54 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE ROAD
 AR1470'40 AT THE EAST END OF A CURVE IN THE ROAD, 147 FEET EAST OF THE CENTER
 AR1470'LINE OF A DIRT ROAD LEADING SOUTH, 123 FEET SOUTHEAST OF TELEPHONE
 AR1470'POLE NUMBER 222.
 AR1470
 AR1470                          STATION RECOVERY (1988)
 AR1470
 AR1470'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR1470'RECOVERED IN GOOD CONDITION.
 AR1470
 AR1470                          STATION RECOVERY (1990)
 AR1470
 AR1470'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AR1470'RECOVERED IN GOOD CONDITION.
 AR1470
 AR1470                          STATION RECOVERY (1990)
 AR1470
 AR1470'RECOVERY NOTE BY US POWER SQUADRON 1990 (KWK)
 AR1470'RECOVERED IN GOOD CONDITION.
 AR1470
 AR1470                          STATION RECOVERY (2001)
 AR1470
 AR1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AR1470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1463 ***********************************************************************
 AR1463  DESIGNATION -  AK 48 RESET
 AR1463  PID         -  AR1463
 AR1463  STATE/COUNTY-  FL/MARION
 AR1463  USGS QUAD   -  YANKEETOWN SE (1991)
 AR1463
 AR1463                         *CURRENT SURVEY CONTROL
 AR1463  ___________________________________________________________________
 AR1463* NAD 83(1986)-  29 03 11.     (N)    082 32 59.     (W)     SCALED    
 AR1463* NAVD 88     -        15.899  (meters)      52.16   (feet)  POSTED    
 AR1463  ___________________________________________________________________
 AR1463  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AR1463  DYNAMIC HT  -          15.880 (meters)      52.10  (feet)  COMP
 AR1463  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 AR1463
 AR1463  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AR1463
 AR1463.The horizontal coordinates were scaled from a topographic map and have
 AR1463.an estimated accuracy of +/- 6 seconds.
 AR1463
 AR1463.The orthometric height was determined by differential leveling
 AR1463.and adjusted by the National Geodetic Survey in 1992..
 AR1463.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AR1463.rate of 2.1 thru 3.0 mm/km.
 AR1463
 AR1463.The geoid height was determined by GEOID03.
 AR1463
 AR1463.The dynamic height is computed by dividing the NAVD 88
 AR1463.geopotential number by the normal gravity value computed on the
 AR1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1463.degrees latitude (g = 980.6199 gals.).
 AR1463
 AR1463.The modeled gravity was interpolated from observed gravity values.
 AR1463
 AR1463;                    North         East    Units  Estimated Accuracy
 AR1463;SPC FL W     -   523,040.      146,470.      MT  (+/- 180 meters Scaled)
 AR1463
 AR1463                          SUPERSEDED SURVEY CONTROL
 AR1463
 AR1463.No superseded survey control is available for this station.
 AR1463
 AR1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN491148(NAD 83)
 AR1463_MARKER: DD = SURVEY DISK
 AR1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1463_SP_SET: CONCRETE POST
 AR1463_STAMPING: AK 48 RESET 1960
 AR1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1463+STABILITY: SURFACE MOTION
 AR1463
 AR1463  HISTORY     - Date     Condition        Report By
 AR1463  HISTORY     - 1960     MONUMENTED       CGS
 AR1463  HISTORY     - 1977     GOOD             FLDNR
 AR1463  HISTORY     - 1988     GOOD             USPSQD
 AR1463  HISTORY     - 1990     POOR             USPSQD
 AR1463  HISTORY     - 20031019 MARK NOT FOUND   FLDEP
 AR1463
 AR1463                          STATION DESCRIPTION
 AR1463
 AR1463'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1463'5.75 MI NW FROM DUNNELLON.
 AR1463'BEGIN AT THE INTERSECTION OF US HIGHWAY 41 AND STATE ROAD 40
 AR1463'(PENNSYLVANIA AVENUE) IN DUNNELLON. PROCEED WEST ALONG STATE ROAD
 AR1463'40, 0.25 MILES TO CEDAR STREET, THENCE NORTH ALONG CEDAR STREET,
 AR1463'0.35 MILES TO A Y INTERSECTION WHERE STATE ROAD 40 AND CEDAR STREET
 AR1463'SPLIT. PROCEED NORTHWESTERLY ALONG STATE ROAD 40, 5.75 MILES
 AR1463'TO THE MARK, WHICH BEARS 25 FEET NORTH OF A BARBWIRE FENCE, 63
 AR1463'FEET SOUTH OF THE CENTER LINE OF STATE ROAD 40, 25.5 MILES
 AR1463'NORTHEAST OF A 36 INCH LIVE OAK, 146 FEET WEST-NORTHWEST OF A
 AR1463'POWER POLE.
 AR1463
 AR1463                          STATION RECOVERY (1988)
 AR1463
 AR1463'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR1463'RECOVERED IN GOOD CONDITION.
 AR1463
 AR1463                          STATION RECOVERY (1990)
 AR1463
 AR1463'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AR1463'MARK RECOVERED IN POOR CONDITION.
 AR1463
 AR1463                          STATION RECOVERY (2003)
 AR1463
 AR1463'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1463'AFTER A THOROUGH SEARCH THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1461 ***********************************************************************
 AR1461  DESIGNATION -  AK 50
 AR1461  PID         -  AR1461
 AR1461  STATE/COUNTY-  FL/MARION
 AR1461  USGS QUAD   -  YANKEETOWN SE (1991)
 AR1461
 AR1461                         *CURRENT SURVEY CONTROL
 AR1461  ___________________________________________________________________
 AR1461* NAD 83(1986)-  29 03 41.     (N)    082 31 41.     (W)     SCALED    
 AR1461* NAVD 88     -        20.399  (meters)      66.93   (feet)  ADJUSTED  
 AR1461  ___________________________________________________________________
 AR1461  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AR1461  DYNAMIC HT  -          20.370 (meters)      66.83  (feet)  COMP
 AR1461  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 AR1461
 AR1461  VERT ORDER  -  FIRST     CLASS II
 AR1461
 AR1461.The horizontal coordinates were scaled from a topographic map and have
 AR1461.an estimated accuracy of +/- 6 seconds.
 AR1461
 AR1461.The orthometric height was determined by differential leveling
 AR1461.and adjusted by the National Geodetic Survey in May 2005..
 AR1461.No vertical observational check was made to the station.
 AR1461
 AR1461.The geoid height was determined by GEOID03.
 AR1461
 AR1461.The dynamic height is computed by dividing the NAVD 88
 AR1461.geopotential number by the normal gravity value computed on the
 AR1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1461.degrees latitude (g = 980.6199 gals.).
 AR1461
 AR1461.The modeled gravity was interpolated from observed gravity values.
 AR1461
 AR1461;                    North         East    Units  Estimated Accuracy
 AR1461;SPC FL W     -   523,950.      148,580.      MT  (+/- 180 meters Scaled)
 AR1461
 AR1461                          SUPERSEDED SURVEY CONTROL
 AR1461
 AR1461  NAVD 88 (??/??/92)   20.375  (m)           66.85   (f) UNKNOWN     3 0
 AR1461
 AR1461.Superseded values are not recommended for survey control.
 AR1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1461.See file dsdata.txt to determine how the superseded data were derived.
 AR1461
 AR1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN512157(NAD 83)
 AR1461_MARKER: DD = SURVEY DISK
 AR1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1461_SP_SET: CONCRETE POST
 AR1461_STAMPING: AK 50
 AR1461_MARK LOGO: CGS+SS
 AR1461_PROJECTION: PROJECTING 15 CENTIMETERS
 AR1461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1461+STABILITY: SURFACE MOTION
 AR1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR1461+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 AR1461
 AR1461  HISTORY     - Date     Condition        Report By
 AR1461  HISTORY     - 1934     MONUMENTED       FLGS
 AR1461  HISTORY     - 1977     GOOD             FLDNR
 AR1461  HISTORY     - 1988     GOOD             USPSQD
 AR1461  HISTORY     - 1990     GOOD             USPSQD
 AR1461  HISTORY     - 20031019 GOOD             FLDEP
 AR1461
 AR1461                          STATION DESCRIPTION
 AR1461
 AR1461'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1461'4.8 MI NW FROM DUNNELLON.
 AR1461'BEGIN AT THE INTERSECTION OF US HIGHWAY 41 AND STATE HIGHWAY 40
 AR1461'(PENNSYLVANIA AVENUE)IN DUNNELLON. PROCEED WEST ALONG STATE HIGHWAY
 AR1461'40, 0.25 MILES TO CEDAR STREET, THENCE NORTH ALONG CEDAR STREET
 AR1461'0.35 MILES TO A Y INTERSECTION WHERE STATE HIGHWAY 336 AND CEDARR
 AR1461'STREET SPLIT. PROCEED NORTHWESTERLY ALONG STATE HIGHWAY 336,
 AR1461'4.8 MILES TO THE MARK, WHICH BEARS 41 FEET WEST OF CENTER LINE OF
 AR1461'STATE HIGHWAY 336, 3 FEET SOUTH OF A FENCE  5 FEET SOUTHWEST OF
 AR1461'A FENCE POST, 75 FEET WEST OF WEST POST FOR A FENCE GATE.
 AR1461
 AR1461                          STATION RECOVERY (1988)
 AR1461
 AR1461'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR1461'RECOVERED IN GOOD CONDITION.
 AR1461
 AR1461                          STATION RECOVERY (1990)
 AR1461
 AR1461'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AR1461'RECOVERED IN GOOD CONDITION.
 AR1461
 AR1461                          STATION RECOVERY (2003)
 AR1461
 AR1461'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1461'THE MARK IS ABOUT 4.1 MI WEST OF DUNNELLON, IN SECTION 30, TOWNSHIP 16
 AR1461'SOUTH, RANGE 18  EAST.
 AR1461' 
 AR1461'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY ROAD
 AR1461'40, 336 IN  DUNNELLON, GO WEST ON COUNTY ROAD 40, 336 FOR 4.15 MI TO
 AR1461'THE JUNCTION OF COUNTY ROAD 336  ON THE RIGHT, CONTINUE WEST ON COUNTY
 AR1461'ROAD 40 FOR 0.4 MI TO THE MARK ON THE RIGHT, SET IN  THE TOP OF A
 AR1461'PREFABRICATED CONCRETE POST PROJECTING 0.6 FT ABOVE THE LEVEL OF THE
 AR1461'GROUND AND LEVEL WITH COUNTY ROAD 40.
 AR1461' 
 AR1461'LOCATED 40.5 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AR1461'40, 4.1 FT  SOUTHEAST OF A BARB WIRE FENCE, 1.1 FT SOUTHEAST OF A
 AR1461'CARSONITE WITNESS POST AND 1.0 FT  NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1458 ***********************************************************************
 AR1458  DESIGNATION -  AK 54
 AR1458  PID         -  AR1458
 AR1458  STATE/COUNTY-  FL/MARION
 AR1458  USGS QUAD   -  DUNNELLON (1991)
 AR1458
 AR1458                         *CURRENT SURVEY CONTROL
 AR1458  ___________________________________________________________________
 AR1458* NAD 83(1986)-  29 03 26.     (N)    082 28 29.     (W)     SCALED    
 AR1458* NAVD 88     -        25.631  (meters)      84.09   (feet)  POSTED    
 AR1458  ___________________________________________________________________
 AR1458  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AR1458  DYNAMIC HT  -          25.590 (meters)      83.96  (feet)  COMP
 AR1458  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 AR1458
 AR1458  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AR1458
 AR1458.The horizontal coordinates were scaled from a topographic map and have
 AR1458.an estimated accuracy of +/- 6 seconds.
 AR1458
 AR1458.The orthometric height was determined by differential leveling
 AR1458.and adjusted by the National Geodetic Survey in 1992..
 AR1458.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AR1458.rate of 2.1 thru 3.0 mm/km.
 AR1458
 AR1458.The geoid height was determined by GEOID03.
 AR1458
 AR1458.The dynamic height is computed by dividing the NAVD 88
 AR1458.geopotential number by the normal gravity value computed on the
 AR1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1458.degrees latitude (g = 980.6199 gals.).
 AR1458
 AR1458.The modeled gravity was interpolated from observed gravity values.
 AR1458
 AR1458;                    North         East    Units  Estimated Accuracy
 AR1458;SPC FL W     -   523,470.      153,770.      MT  (+/- 180 meters Scaled)
 AR1458
 AR1458                          SUPERSEDED SURVEY CONTROL
 AR1458
 AR1458.No superseded survey control is available for this station.
 AR1458
 AR1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN564152(NAD 83)
 AR1458_MARKER: DD = SURVEY DISK
 AR1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1458_SP_SET: CONCRETE POST
 AR1458_STAMPING: AK 54
 AR1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1458+STABILITY: SURFACE MOTION
 AR1458
 AR1458  HISTORY     - Date     Condition        Report By
 AR1458  HISTORY     - 1934     MONUMENTED       FLGS
 AR1458  HISTORY     - 1977     GOOD             FLDNR
 AR1458  HISTORY     - 1990     GOOD             USPSQD
 AR1458  HISTORY     - 20031019 MARK NOT FOUND   FLDEP
 AR1458
 AR1458                          STATION DESCRIPTION
 AR1458
 AR1458'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1458'1 MILE NW FROM DUNNELLON.
 AR1458'BEGIN AT PENNSYLVANIA AVENUE AND US HIGHWAY 41 IN DUNNELLON.
 AR1458'PROCEED 0.25 MILES WEST ALONG PENNSYLVANIA AVENUE TO CEDAR STREET,
 AR1458'THENCE NORTH ALONG CEDAR STREET 0.35 MILES TO AN INTERSECTION
 AR1458'WHERE CEDAR STREET AND STATE ROAD 336 SPLIT. PROCEED WEST ALONG
 AR1458'STATE ROAD 336 0.8 MILES TO THE MARK, WHICH BEARS 67 FEET NORTH
 AR1458'OF THE CENTER LINE OF STATE ROAD 336, 52.6 FEET WEST OF A 6 INCH
 AR1458'LIVE OAK, 71.7 FEET NORTHWEST OF VENNESAW ROAD AND STATE ROAD
 AR1458'336, 119 FEET WEST OF CENTER LINE OF A 2 LANE ROAD.
 AR1458
 AR1458                          STATION RECOVERY (1990)
 AR1458
 AR1458'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AR1458'RECOVERED IN GOOD CONDITION.
 AR1458
 AR1458                          STATION RECOVERY (2003)
 AR1458
 AR1458'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1458'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1457 ***********************************************************************
 AR1457  DESIGNATION -  AK 55 FLGS
 AR1457  PID         -  AR1457
 AR1457  STATE/COUNTY-  FL/MARION
 AR1457  USGS QUAD   -  DUNNELLON (1991)
 AR1457
 AR1457                         *CURRENT SURVEY CONTROL
 AR1457  ___________________________________________________________________
 AR1457* NAD 83(1986)-  29 03 24.     (N)    082 27 42.     (W)     SCALED    
 AR1457* NAVD 88     -        16.485  (meters)      54.08   (feet)  POSTED    
 AR1457  ___________________________________________________________________
 AR1457  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AR1457  DYNAMIC HT  -          16.460 (meters)      54.00  (feet)  COMP
 AR1457  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 AR1457
 AR1457  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AR1457
 AR1457.The horizontal coordinates were scaled from a topographic map and have
 AR1457.an estimated accuracy of +/- 6 seconds.
 AR1457
 AR1457.The orthometric height was determined by differential leveling
 AR1457.and adjusted by the National Geodetic Survey in 1992..
 AR1457.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AR1457.rate of 2.1 thru 3.0 mm/km.
 AR1457
 AR1457.The geoid height was determined by GEOID03.
 AR1457
 AR1457.The dynamic height is computed by dividing the NAVD 88
 AR1457.geopotential number by the normal gravity value computed on the
 AR1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1457.degrees latitude (g = 980.6199 gals.).
 AR1457
 AR1457.The modeled gravity was interpolated from observed gravity values.
 AR1457
 AR1457;                    North         East    Units  Estimated Accuracy
 AR1457;SPC FL W     -   523,400.      155,040.      MT  (+/- 180 meters Scaled)
 AR1457
 AR1457                          SUPERSEDED SURVEY CONTROL
 AR1457
 AR1457.No superseded survey control is available for this station.
 AR1457
 AR1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN577151(NAD 83)
 AR1457_MARKER: DD = SURVEY DISK
 AR1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1457_SP_SET: CONCRETE POST
 AR1457_STAMPING: AK 55
 AR1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1457+STABILITY: SURFACE MOTION
 AR1457
 AR1457  HISTORY     - Date     Condition        Report By
 AR1457  HISTORY     - UNK      MONUMENTED       FLGS
 AR1457  HISTORY     - 1977     GOOD             FLDNR
 AR1457  HISTORY     - 1990     GOOD             USPSQD
 AR1457
 AR1457                          STATION DESCRIPTION
 AR1457
 AR1457'DESCRIBED BY FL DEPT OF NAT RES 1977
 AR1457'1 MILE NW FROM DUNNELLON.
 AR1457'BEGIN AT PENNSYLVANIA AVENUE AND US HIGHWAY 41 IN DUNNELLON.
 AR1457'PROCEED 0.25 MILES WEST ALONG PENNSYLVANIA AVENUE TO CEDAR STREET,
 AR1457'THENCE NORTH ALONG CEDAR STREET 0.5 MILES TO THE MARK, WHICH BEARS
 AR1457'37 FEET EAST OF CENTER LINE OF CEDAR STREET, 30 FEET NORTH
 AR1457'OF CENTER LINE OF A DIRT ROAD, 17.5 FEET NORTHEAST OF AN 18
 AR1457'INCH PINE TREE, 12.5 FEET NORTHWEST OF A FENCE CORNER POST.
 AR1457
 AR1457                          STATION RECOVERY (1990)
 AR1457
 AR1457'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AR1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9873 ***********************************************************************
 DG9873  DESIGNATION -  AK 57
 DG9873  PID         -  DG9873
 DG9873  STATE/COUNTY-  FL/MARION
 DG9873  USGS QUAD   -  YANKEETOWN SE (1991)
 DG9873
 DG9873                         *CURRENT SURVEY CONTROL
 DG9873  ___________________________________________________________________
 DG9873* NAD 83(1986)-  29 04 18.     (N)    082 31 47.     (W)     SCALED    
 DG9873* NAVD 88     -        21.797  (meters)      71.51   (feet)  ADJUSTED  
 DG9873  ___________________________________________________________________
 DG9873  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DG9873  DYNAMIC HT  -          21.766 (meters)      71.41  (feet)  COMP
 DG9873  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 DG9873
 DG9873  VERT ORDER  -  SECOND    CLASS I
 DG9873
 DG9873.The horizontal coordinates were scaled from a topographic map and have
 DG9873.an estimated accuracy of +/- 6 seconds.
 DG9873
 DG9873.The orthometric height was determined by differential leveling
 DG9873.and adjusted by the National Geodetic Survey in May 2005..
 DG9873.No vertical observational check was made to the station.
 DG9873
 DG9873.Photographs are available for this station.
 DG9873
 DG9873.The geoid height was determined by GEOID03.
 DG9873
 DG9873.The dynamic height is computed by dividing the NAVD 88
 DG9873.geopotential number by the normal gravity value computed on the
 DG9873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9873.degrees latitude (g = 980.6199 gals.).
 DG9873
 DG9873.The modeled gravity was interpolated from observed gravity values.
 DG9873
 DG9873;                    North         East    Units  Estimated Accuracy
 DG9873;SPC FL W     -   525,090.      148,420.      MT  (+/- 180 meters Scaled)
 DG9873
 DG9873                          SUPERSEDED SURVEY CONTROL
 DG9873
 DG9873.No superseded survey control is available for this station.
 DG9873
 DG9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN510168(NAD 83)
 DG9873_MARKER: DD = SURVEY DISK
 DG9873_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG9873_STAMPING: AK 57
 DG9873_MARK LOGO: CGS+SS
 DG9873_PROJECTION: PROJECTING 5 CENTIMETERS
 DG9873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9873+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 DG9873
 DG9873  HISTORY     - Date     Condition        Report By
 DG9873  HISTORY     - 1934     MONUMENTED       CGS+SS
 DG9873  HISTORY     - 20030920 GOOD             FLDEP
 DG9873
 DG9873                          STATION DESCRIPTION
 DG9873
 DG9873'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9873'THE MARK IS ABOUT 4.3 MI WEST-NORTHWEST OF DUNNELLON, IN SECTION 19,
 DG9873'TOWNSHIP 16 SOUTH,  RANGE 18 EAST.
 DG9873' 
 DG9873'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 40 AND COUNTY ROAD
 DG9873'336 ABOUT 3.7 MI  WEST OF DUNNELLON, GO NORTHWEST ON COUNTY ROAD 336
 DG9873'FOR 0.75 MI TO THE MARK ON THE  LEFT, SET IN THE TOP OF A 6-INCH
 DG9873'SQUARE CONCRETE POST PROJECTING 0.2 FT ABOVE THE LEVEL OF  THE GROUND
 DG9873'AND ABOUT 1.0 BELOW THE LEVEL OF COUNTY ROAD 336.
 DG9873' 
 DG9873'LOCATED 62.4 FT SOUTH OF A WOODEN POWER POLE, 39.6 FT SOUTHWEST OF THE
 DG9873'APPROXIMATE  CENTERLINE OF COUNTY ROAD 336 AND 0.5 FT NORTHWEST OF A
 DG9873'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0713 ***********************************************************************
 AR0713  DESIGNATION -  AK 6
 AR0713  PID         -  AR0713
 AR0713  STATE/COUNTY-  FL/LEVY
 AR0713  USGS QUAD   -  SUMNER (1993)
 AR0713
 AR0713                         *CURRENT SURVEY CONTROL
 AR0713  ___________________________________________________________________
 AR0713* NAD 83(1986)-  29 14 06.     (N)    082 56 28.     (W)     SCALED    
 AR0713* NAVD 88     -         5.215  (meters)      17.11   (feet)  ADJUSTED  
 AR0713  ___________________________________________________________________
 AR0713  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AR0713  DYNAMIC HT  -           5.208 (meters)      17.09  (feet)  COMP
 AR0713  MODELED GRAV-     979,258.9   (mgal)                       NAVD 88
 AR0713
 AR0713  VERT ORDER  -  FIRST     CLASS I
 AR0713
 AR0713.The horizontal coordinates were scaled from a topographic map and have
 AR0713.an estimated accuracy of +/- 6 seconds.
 AR0713
 AR0713.The orthometric height was determined by differential leveling
 AR0713.and adjusted by the National Geodetic Survey in June 1991..
 AR0713
 AR0713.The geoid height was determined by GEOID03.
 AR0713
 AR0713.The dynamic height is computed by dividing the NAVD 88
 AR0713.geopotential number by the normal gravity value computed on the
 AR0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0713.degrees latitude (g = 980.6199 gals.).
 AR0713
 AR0713.The modeled gravity was interpolated from observed gravity values.
 AR0713
 AR0713;                    North         East    Units  Estimated Accuracy
 AR0713;SPC FL W     -   543,440.      108,510.      MT  (+/- 180 meters Scaled)
 AR0713
 AR0713                          SUPERSEDED SURVEY CONTROL
 AR0713
 AR0713  NGVD 29 (??/??/92)    5.416  (m)           17.77   (f) ADJ UNCH    1 1
 AR0713
 AR0713.Superseded values are not recommended for survey control.
 AR0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0713.See file dsdata.txt to determine how the superseded data were derived.
 AR0713
 AR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN113355(NAD 83)
 AR0713_MARKER: DB = BENCH MARK DISK
 AR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0713_STAMPING: 17.769 AK 6
 AR0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0713+STABILITY: SURFACE MOTION
 AR0713
 AR0713  HISTORY     - Date     Condition        Report By
 AR0713  HISTORY     - UNK      MONUMENTED       CGS
 AR0713  HISTORY     - 1967     GOOD             NGS
 AR0713  HISTORY     - 1976     GOOD             NGS
 AR0713  HISTORY     - 1988     GOOD             USPSQD
 AR0713  HISTORY     - 1988     GOOD             USPSQD
 AR0713
 AR0713                          STATION DESCRIPTION
 AR0713
 AR0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0713'9 MI NE FROM CEDAR KEY.
 AR0713'ABOUT 9.0 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE
 AR0713'METHODIST CHURCH AT CEDAR KEY, IN SECTION 30, R 14 E, T 14 S,
 AR0713'NEAR THE JUNCTION OF STATE HIGHWAY 345, 70 FEET NORTHWEST OF
 AR0713'THE CENTER LINE OF STATE HIGHWAY 24, 24 FEET WEST OF THE WEST
 AR0713'END OF AN 18-INCH PIPE CULVERT UNDER STATE HIGHWAY 345, 121.4
 AR0713'FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM BENCH MARK J 12
 AR0713'DESCRIBED, 39 1/2 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 AR0713'345, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE
 AR0713'THE LEVEL OF THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE
 AR0713'POST PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AR0713
 AR0713                          STATION RECOVERY (1976)
 AR0713
 AR0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AR0713'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. ABOUT 8.8 MILES
 AR0713'NORTHEAST ALONG STATE HIGHWAY 24, AT THE JUNCTION OF STATE HIGHWAYS
 AR0713'24 AND 345, 39 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 345, 80
 AR0713'FEET NORTH OF THE POINT OF INTERSECTION OF HIGHWAYS, 15 FEET
 AR0713'NORTHEAST OF A 24-INCH OAK TREE AND 1 FOOT SOUTHEAST OF A METAL
 AR0713'WITNESS POST. A DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 AR0713'THAT PROJECTS 15-INCHES ABOVE THE GROUND SURFACE. NOTE-- ABOUT 8.8
 AR0713'MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE UNITED METHODIST
 AR0713'CHURCH IN CEDAR KEY.
 AR0713
 AR0713                          STATION RECOVERY (1988)
 AR0713
 AR0713'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR0713'RECOVERED IN GOOD CONDITION.
 AR0713
 AR0713                          STATION RECOVERY (1988)
 AR0713
 AR0713'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AR0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9868 ***********************************************************************
 DG9868  DESIGNATION -  AK 65
 DG9868  PID         -  DG9868
 DG9868  STATE/COUNTY-  FL/LEVY
 DG9868  USGS QUAD   -  TIDEWATER (1991)
 DG9868
 DG9868                         *CURRENT SURVEY CONTROL
 DG9868  ___________________________________________________________________
 DG9868* NAD 83(1986)-  29 07 43.     (N)    082 34 11.     (W)     SCALED    
 DG9868* NAVD 88     -        22.851  (meters)      74.97   (feet)  ADJUSTED  
 DG9868  ___________________________________________________________________
 DG9868  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DG9868  DYNAMIC HT  -          22.819 (meters)      74.87  (feet)  COMP
 DG9868  MODELED GRAV-     979,244.3   (mgal)                       NAVD 88
 DG9868
 DG9868  VERT ORDER  -  SECOND    CLASS I
 DG9868
 DG9868.The horizontal coordinates were scaled from a topographic map and have
 DG9868.an estimated accuracy of +/- 6 seconds.
 DG9868
 DG9868.The orthometric height was determined by differential leveling
 DG9868.and adjusted by the National Geodetic Survey in May 2005..
 DG9868.No vertical observational check was made to the station.
 DG9868
 DG9868.Photographs are available for this station.
 DG9868
 DG9868.The geoid height was determined by GEOID03.
 DG9868
 DG9868.The dynamic height is computed by dividing the NAVD 88
 DG9868.geopotential number by the normal gravity value computed on the
 DG9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9868.degrees latitude (g = 980.6199 gals.).
 DG9868
 DG9868.The modeled gravity was interpolated from observed gravity values.
 DG9868
 DG9868;                    North         East    Units  Estimated Accuracy
 DG9868;SPC FL W     -   531,420.      144,560.      MT  (+/- 180 meters Scaled)
 DG9868
 DG9868                          SUPERSEDED SURVEY CONTROL
 DG9868
 DG9868.No superseded survey control is available for this station.
 DG9868
 DG9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN472232(NAD 83)
 DG9868_MARKER: DD = SURVEY DISK
 DG9868_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG9868_STAMPING: AK 65
 DG9868_MARK LOGO: CGS+SS
 DG9868_PROJECTION: PROJECTING 5 CENTIMETERS
 DG9868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9868+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 DG9868
 DG9868  HISTORY     - Date     Condition        Report By
 DG9868  HISTORY     - 1934     MONUMENTED       CGS+SS
 DG9868  HISTORY     - 20030920 GOOD             FLDEP
 DG9868
 DG9868                          STATION DESCRIPTION
 DG9868
 DG9868'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9868'THE MARK IS ABOUT 8.2 MI NORTHWEST OF DUNNELLON, IN SECTION 34,
 DG9868'TOWNSHIP 15 SOUTH,  RANGE 17 EAST.
 DG9868' 
 DG9868'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE
 DG9868'ROAD 121 ABOUT  12.5 MI NORTHWEST OF DUNNELLON, GO SOUTH ON COUNTY
 DG9868'ROAD 337 FOR 6.5 MI TO THE JUNCTION  OF COUNTY ROAD 336 AND THE MARK
 DG9868'ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE  JUNCTION OF
 DG9868'COUNTY ROAD 40 AND COUNTY ROAD 336 ABOUT 3.7 MI WEST OF DUNNELLON, GO
 DG9868'NORTHWEST ON COUNTY ROAD 336 FOR 5.75 MI TO THE JUNCTION OF COUNTY
 DG9868'ROAD 337 ON THE  RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DG9868'6-INCH SQUARE CONCRETE POST  PROJECTING 0.2 FT ABOVE THE LEVEL OF THE
 DG9868'GROUND AND ABOUT 0.5 FT ABOVE THE LEVEL OF  COUNTY ROAD 336.
 DG9868' 
 DG9868'LOCATED 182.0 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DG9868'ROAD 337, 79.0 FT  NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DG9868'ROAD 336 AND 1.0 FT SOUTHWEST OF A  CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0719 ***********************************************************************
 AR0719  DESIGNATION -  AK 8
 AR0719  PID         -  AR0719
 AR0719  STATE/COUNTY-  FL/LEVY
 AR0719  USGS QUAD   -  SUMNER (1993)
 AR0719
 AR0719                         *CURRENT SURVEY CONTROL
 AR0719  ___________________________________________________________________
 AR0719* NAD 83(1986)-  29 15 00.     (N)    082 54 24.     (W)     SCALED    
 AR0719* NAVD 88     -         4.484  (meters)      14.71   (feet)  ADJUSTED  
 AR0719  ___________________________________________________________________
 AR0719  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AR0719  DYNAMIC HT  -           4.477 (meters)      14.69  (feet)  COMP
 AR0719  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 AR0719
 AR0719  VERT ORDER  -  FIRST     CLASS I
 AR0719
 AR0719.The horizontal coordinates were scaled from a topographic map and have
 AR0719.an estimated accuracy of +/- 6 seconds.
 AR0719
 AR0719.The orthometric height was determined by differential leveling
 AR0719.and adjusted by the National Geodetic Survey in June 1991..
 AR0719
 AR0719.The geoid height was determined by GEOID03.
 AR0719
 AR0719.The dynamic height is computed by dividing the NAVD 88
 AR0719.geopotential number by the normal gravity value computed on the
 AR0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0719.degrees latitude (g = 980.6199 gals.).
 AR0719
 AR0719.The modeled gravity was interpolated from observed gravity values.
 AR0719
 AR0719;                    North         East    Units  Estimated Accuracy
 AR0719;SPC FL W     -   545,080.      111,870.      MT  (+/- 180 meters Scaled)
 AR0719
 AR0719                          SUPERSEDED SURVEY CONTROL
 AR0719
 AR0719  NGVD 29 (??/??/92)    4.688  (m)           15.38   (f) ADJ UNCH    1 1
 AR0719
 AR0719.Superseded values are not recommended for survey control.
 AR0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0719.See file dsdata.txt to determine how the superseded data were derived.
 AR0719
 AR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN147371(NAD 83)
 AR0719_MARKER: DB = BENCH MARK DISK
 AR0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0719_STAMPING: AK 8
 AR0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0719+STABILITY: SURFACE MOTION
 AR0719
 AR0719  HISTORY     - Date     Condition        Report By
 AR0719  HISTORY     - UNK      MONUMENTED       FLGS
 AR0719  HISTORY     - 1967     GOOD             NGS
 AR0719  HISTORY     - 1977     GOOD             USGS
 AR0719  HISTORY     - 1977     GOOD             NGS
 AR0719
 AR0719                          STATION DESCRIPTION
 AR0719
 AR0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0719'9.4 MI SW FROM OTTER CREEK.
 AR0719'ABOUT 9.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE
 AR0719'INTERSECTION OF U.S. HIGHWAY 19 AND 98 AT OTTER CREEK, IN
 AR0719'SECTION 21, R 14 E, T 14 S, ABOUT 0.6 MILE NORTHEAST OF A 4
 AR0719'FOOT CONCRETE BOX CULVERT, ON THE OUTSIDE OF A CURVE, NEAR
 AR0719'THE EDGE OF WOODS, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AR0719'HIGHWAY, 21 FEET SOUTHWEST OF A 2-FOOT DEEP DITCH, 1.2 FEET
 AR0719'NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 AR0719'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AR0719'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AR0719
 AR0719                          STATION RECOVERY (1977)
 AR0719
 AR0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (CLN)
 AR0719'RECOVERED IN GOOD CONDITION.
 AR0719
 AR0719                          STATION RECOVERY (1977)
 AR0719
 AR0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AR0719'MARK FOUND BROKEN OFF. AFTER DIGGING DOWN TO THE UNDERGROUND PART OF
 AR0719'THE MONUMENT AND FINDING IT IN AN UPRIGHT POSITION, THE BROKEN PARTS
 AR0719'WERE WASHED AND MENDED TOGETHER BY POURING A CONCRETE COLLAR AROUND
 AR0719'THE MONUMENT. DUE TO CHANGE, A NEW DESCRIPTION FOLLOWS. ABOUT 9.4
 AR0719'MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE INTERSECTION OF U.S.
 AR0719'HIGHWAY 19 AND 98 AT OTTER CREEK, IN SECTION 21, R 14 E, T 14 S,
 AR0719'ABOUT 0.6 MILE NORTHEAST OF A 4 FOOT CONCRETE BOX CULVERT, ON THE
 AR0719'OUTSIDE OF A CURVE, NEAR THE EDGE OF WOODS, 58 FEET SOUTHEAST OF THE
 AR0719'CENTER LINE OF THE HIGHWAY, 12.0 FEET SOUTHEAST OF A WIRE FENCE, AND
 AR0719'1.2 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0692 ***********************************************************************
 AR0692  DESIGNATION -  AK 86
 AR0692  PID         -  AR0692
 AR0692  STATE/COUNTY-  FL/LEVY
 AR0692  USGS QUAD   -  OTTER CREEK (1988)
 AR0692
 AR0692                         *CURRENT SURVEY CONTROL
 AR0692  ___________________________________________________________________
 AR0692* NAD 83(1986)-  29 19 41.     (N)    082 46 05.     (W)     SCALED    
 AR0692* NAVD 88     -         8.421  (meters)      27.63   (feet)  ADJUSTED  
 AR0692  ___________________________________________________________________
 AR0692  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AR0692  DYNAMIC HT  -           8.410 (meters)      27.59  (feet)  COMP
 AR0692  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AR0692
 AR0692  VERT ORDER  -  FIRST     CLASS I
 AR0692
 AR0692.The horizontal coordinates were scaled from a topographic map and have
 AR0692.an estimated accuracy of +/- 6 seconds.
 AR0692
 AR0692.The orthometric height was determined by differential leveling
 AR0692.and adjusted by the National Geodetic Survey in June 1991..
 AR0692
 AR0692.The geoid height was determined by GEOID03.
 AR0692
 AR0692.The dynamic height is computed by dividing the NAVD 88
 AR0692.geopotential number by the normal gravity value computed on the
 AR0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0692.degrees latitude (g = 980.6199 gals.).
 AR0692
 AR0692.The modeled gravity was interpolated from observed gravity values.
 AR0692
 AR0692;                    North         East    Units  Estimated Accuracy
 AR0692;SPC FL W     -   553,630.      125,400.      MT  (+/- 180 meters Scaled)
 AR0692
 AR0692                          SUPERSEDED SURVEY CONTROL
 AR0692
 AR0692  NGVD 29 (??/??/92)    8.636  (m)           28.33   (f) ADJ UNCH    1 1
 AR0692
 AR0692.Superseded values are not recommended for survey control.
 AR0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0692.See file dsdata.txt to determine how the superseded data were derived.
 AR0692
 AR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN283456(NAD 83)
 AR0692_MARKER: DD = SURVEY DISK
 AR0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0692_STAMPING: AK 86
 AR0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0692+STABILITY: SURFACE MOTION
 AR0692
 AR0692  HISTORY     - Date     Condition        Report By
 AR0692  HISTORY     - UNK      MONUMENTED       FLGS
 AR0692  HISTORY     - 1966     GOOD             NGS
 AR0692  HISTORY     - 1977     GOOD             USGS
 AR0692  HISTORY     - 1977     GOOD             NGS
 AR0692
 AR0692                          STATION DESCRIPTION
 AR0692
 AR0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0692'AT OTTER CREEK.
 AR0692'AT OTTER CREEK, ABOUT 69 YARDS NORTHEAST ALONG STATE HIGHWAY
 AR0692'24 FROM THE INTERSECTION OF U.S. HIGHWAYS 19 AND 98, IN SECTION
 AR0692'25, R 15 E, T 13 S, 21 1/2 FEET WEST OF THE CENTER OF THE
 AR0692'INTERSECTION OF STATE HIGHWAY 24 AND THE ATLANTIC COAST LINE
 AR0692'RAILROAD, 20 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AR0692'5.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT LEVEL WITH THE
 AR0692'HIGHWAY, SET IN THE TOP OF A CONCRETE POST 0.8 FOOT UNDERGROUND.
 AR0692
 AR0692                          STATION RECOVERY (1977)
 AR0692
 AR0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (CLN)
 AR0692'RECOVERED IN GOOD CONDITION.
 AR0692
 AR0692                          STATION RECOVERY (1977)
 AR0692
 AR0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AR0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0456 ***********************************************************************
 AK0456  DESIGNATION -  AL 1
 AK0456  PID         -  AK0456
 AK0456  STATE/COUNTY-  FL/ORANGE
 AK0456  USGS QUAD   -  ORLANDO EAST (1980)
 AK0456
 AK0456                         *CURRENT SURVEY CONTROL
 AK0456  ___________________________________________________________________
 AK0456* NAD 83(1986)-  28 31 26.     (N)    081 21 36.     (W)     SCALED    
 AK0456* NAVD 88     -        27.086  (meters)      88.86   (feet)  ADJUSTED  
 AK0456  ___________________________________________________________________
 AK0456  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AK0456  DYNAMIC HT  -          27.047 (meters)      88.74  (feet)  COMP
 AK0456  MODELED GRAV-     979,199.6   (mgal)                       NAVD 88
 AK0456
 AK0456  VERT ORDER  -  FIRST     CLASS II
 AK0456
 AK0456.The horizontal coordinates were scaled from a topographic map and have
 AK0456.an estimated accuracy of +/- 6 seconds.
 AK0456
 AK0456.The orthometric height was determined by differential leveling
 AK0456.and adjusted by the National Geodetic Survey in June 1991..
 AK0456
 AK0456.The geoid height was determined by GEOID03.
 AK0456
 AK0456.The dynamic height is computed by dividing the NAVD 88
 AK0456.geopotential number by the normal gravity value computed on the
 AK0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0456.degrees latitude (g = 980.6199 gals.).
 AK0456
 AK0456.The modeled gravity was interpolated from observed gravity values.
 AK0456
 AK0456;                    North         East    Units  Estimated Accuracy
 AK0456;SPC FL E     -   464,320.      164,760.      MT  (+/- 180 meters Scaled)
 AK0456
 AK0456                          SUPERSEDED SURVEY CONTROL
 AK0456
 AK0456  NGVD 29 (??/??/92)   27.370  (m)           89.80   (f) ADJ UNCH    1 2
 AK0456
 AK0456.Superseded values are not recommended for survey control.
 AK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0456.See file dsdata.txt to determine how the superseded data were derived.
 AK0456
 AK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM647552(NAD 83)
 AK0456_MARKER: DB = BENCH MARK DISK
 AK0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0456_STAMPING: AL1 89.806
 AK0456_MARK LOGO: CGS+SS
 AK0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0456+STABILITY: SURFACE MOTION
 AK0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0456+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1994
 AK0456
 AK0456  HISTORY     - Date     Condition        Report By
 AK0456  HISTORY     - UNK      MONUMENTED       FLGS
 AK0456  HISTORY     - 1952     GOOD             NGS
 AK0456  HISTORY     - 19940210 GOOD             NGS
 AK0456
 AK0456                          STATION DESCRIPTION
 AK0456
 AK0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK0456'2 MI SE FROM ORLANDO.
 AK0456'ABOUT 0.55 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AK0456'FROM THE STATION AT ORLANDO, THENCE ABOUT 1.3 MILES EAST ALONG
 AK0456'KALEY AVENUE, THENCE ABOUT 0.2 MILE NORTH ALONG FERN CREEK
 AK0456'AVENUE, AT INTERSECTION OF CONWAY ROAD, 33.7 FEET WEST-NORTHWEST
 AK0456'OF CENTER OF INTERSECTION, 151.6 FEET SOUTH OF CENTER LINE OF
 AK0456'SOUTH LANCHASTER DRIVE, 3 FEET EAST OF EAST EDGE OF A SIDE WALK,
 AK0456'9 FEET WEST OF WEST CURB OF CONWAY ROAD, ABOUT 1 FOOT ABOVE
 AK0456'PAVEMENT AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AK0456'INCHES.
 AK0456
 AK0456                          STATION RECOVERY (1994)
 AK0456
 AK0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AK0456'THE MARK IS IN ORLANDO AT THE JUNCTION OF FERNCREEK AVENUE AND CURRY
 AK0456'FORD ROAD (THE OLD CONWAY ROAD) IN SECTION 1, TOWNSHIP 23 SOUTH, RANGE
 AK0456'29 EAST.  TO REACH THE MARK FROM CITY HALL IN ORLANDO, GO SOUTH ON
 AK0456'ORANGE AVENUE FOR 0.6 TO THE INTESECTION OF GORE AVENUE, CONTINUE
 AK0456'SOUTH ON ORANGE AVENUE FOR 0.75 MI (1.21 KM) TO THE INTERSECTION OF
 AK0456'KALEY STREET, TURN LEFT ON KALEY STREET AND GO EAST FOR 1.0 MI (1.6
 AK0456'KM) TO THE INTERSECTION OF FERNCREEK AVENUE, TURN LEFT ON FERNCREEK
 AK0456'AVENUE AND GO NORTH FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF CURRY
 AK0456'FORD ROAD (THE OLD CONWAY ROAD) ON THE RIGHT AND THE MARK ON THE LEFT
 AK0456'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW
 AK0456'THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 AK0456'ROADS.  LOCATED ABOUT 151.6 FT (46.2 M) NORTH OF THE JUNCTION OF
 AK0456'LANCASTER DRIVE, 41.9 FT (12.8 M) NORTH-NORTHEAST OF CONCRETE POWER
 AK0456'POLE AND TEAFFIC LIGHT WITH A STREET LIGHT AND GUY WIRE ATTACHED, 34.7
 AK0456'FT (10.6 M) WEST-NORTHWEST OF THE CENTER OF THE JUNCTION, 9.3 FT (2.8
 AK0456'M) WEST OF THE WEST CURB OF FERNCREEK AVENUE AND 3.4 FT (1.0 M) EAST
 AK0456'OF THE EAST EDGE OF THE SIDEWALK.  NOTE MARK WAS NOT LEVELED TO THIS
 AK0456'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0398 ***********************************************************************
 AK0398  DESIGNATION -  AL 1 B
 AK0398  PID         -  AK0398
 AK0398  STATE/COUNTY-  FL/ORANGE
 AK0398  USGS QUAD   -  ORLANDO WEST (1980)
 AK0398
 AK0398                         *CURRENT SURVEY CONTROL
 AK0398  ___________________________________________________________________
 AK0398* NAD 83(1986)-  28 31 12.     (N)    081 22 35.     (W)     SCALED    
 AK0398* NAVD 88     -        30.703  (meters)     100.73   (feet)  ADJUSTED  
 AK0398  ___________________________________________________________________
 AK0398  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AK0398  DYNAMIC HT  -          30.659 (meters)     100.59  (feet)  COMP
 AK0398  MODELED GRAV-     979,198.7   (mgal)                       NAVD 88
 AK0398
 AK0398  VERT ORDER  -  FIRST     CLASS II
 AK0398
 AK0398.The horizontal coordinates were scaled from a topographic map and have
 AK0398.an estimated accuracy of +/- 6 seconds.
 AK0398
 AK0398.The orthometric height was determined by differential leveling
 AK0398.and adjusted by the National Geodetic Survey in June 1991..
 AK0398
 AK0398.The geoid height was determined by GEOID03.
 AK0398
 AK0398.The dynamic height is computed by dividing the NAVD 88
 AK0398.geopotential number by the normal gravity value computed on the
 AK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0398.degrees latitude (g = 980.6199 gals.).
 AK0398
 AK0398.The modeled gravity was interpolated from observed gravity values.
 AK0398
 AK0398;                    North         East    Units  Estimated Accuracy
 AK0398;SPC FL E     -   463,890.      163,160.      MT  (+/- 180 meters Scaled)
 AK0398
 AK0398                          SUPERSEDED SURVEY CONTROL
 AK0398
 AK0398  NGVD 29 (??/??/92)   30.986  (m)          101.66   (f) ADJ UNCH    1 2
 AK0398
 AK0398.Superseded values are not recommended for survey control.
 AK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0398.See file dsdata.txt to determine how the superseded data were derived.
 AK0398
 AK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM631548(NAD 83)
 AK0398_MARKER: P = PIPE CAP
 AK0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AK0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AK0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0398
 AK0398  HISTORY     - Date     Condition        Report By
 AK0398  HISTORY     - UNK      MONUMENTED       FLGS
 AK0398  HISTORY     - 1952     GOOD             NGS
 AK0398  HISTORY     - 19980530 GOOD             USPSQD
 AK0398
 AK0398                          STATION DESCRIPTION
 AK0398
 AK0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK0398'AT ORLANDO.
 AK0398'AT ORLANDO, ABOUT 0.5 MILE SOUTH ALONG THE ATLANTIC COAST LINE
 AK0398'RAILROAD FROM THE STATION, THENCE ABOUT 0.3 MILE EAST ALONG
 AK0398'KALEY AVENUE, SET IN CENTER OF INTERSECTION OF KUHL AND KALEY
 AK0398'AVENUES, 64 FEET NORTHWEST OF A STANDARD SERVICE STATION SIGN
 AK0398'POST, 42 FEET SOUTHEAST OF A FIRE PLUG, 57 FEET NORTHEAST OF
 AK0398'NORTH CORNER OF A BUILDING, AND IS A 1 1/4 INCH IRON PIPE SET
 AK0398'IN CONCRETE IN A WELL WITH COVER MARKED CORNER AND ABOUT 1/2 FOOT
 AK0398'BELOW PAVEMENT.
 AK0398
 AK0398                          STATION RECOVERY (1998)
 AK0398
 AK0398'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0476 ***********************************************************************
 AK0476  DESIGNATION -  AL 10 RESET 1947
 AK0476  PID         -  AK0476
 AK0476  STATE/COUNTY-  FL/ORANGE
 AK0476  USGS QUAD   -  OVIEDO SW (1980)
 AK0476
 AK0476                         *CURRENT SURVEY CONTROL
 AK0476  ___________________________________________________________________
 AK0476* NAD 83(1986)-  28 33 54.     (N)    081 10 56.     (W)     SCALED    
 AK0476* NAVD 88     -        17.34   (+/-2cm)      56.9    (feet)  VERTCON   
 AK0476  ___________________________________________________________________
 AK0476  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AK0476
 AK0476  VERT ORDER  -  THIRD (See Below)
 AK0476
 AK0476.The horizontal coordinates were scaled from a topographic map and have
 AK0476.an estimated accuracy of +/- 6 seconds.
 AK0476
 AK0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK0476.The vertical order pertains to the NGVD 29 superseded value.
 AK0476
 AK0476.The geoid height was determined by GEOID03.
 AK0476
 AK0476;                    North         East    Units  Estimated Accuracy
 AK0476;SPC FL E     -   468,830.      182,170.      MT  (+/- 180 meters Scaled)
 AK0476
 AK0476                          SUPERSEDED SURVEY CONTROL
 AK0476
 AK0476  NGVD 29 (??/??/??)   17.66   (m)           57.9    (f) RESET       3  
 AK0476
 AK0476.Superseded values are not recommended for survey control.
 AK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0476.See file dsdata.txt to determine how the superseded data were derived.
 AK0476
 AK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM821598(NAD 83)
 AK0476_MARKER: DB = BENCH MARK DISK
 AK0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0476_STAMPING: AL 10 RESET 1947
 AK0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0476+STABILITY: SURFACE MOTION
 AK0476
 AK0476  HISTORY     - Date     Condition        Report By
 AK0476  HISTORY     - 1947     MONUMENTED       FLGS
 AK0476  HISTORY     - 1961     GOOD             NGS
 AK0476  HISTORY     - 1985     POOR             LOCSUR
 AK0476  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0476  HISTORY     - 19971024 MARK NOT FOUND   USPSQD
 AK0476
 AK0476                          STATION DESCRIPTION
 AK0476
 AK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK0476'4.6 MI W FROM BITHLO.
 AK0476'4.6 MILES WEST ALONG STATE HIGHWAY 50 FROM THE CROSSING OF THE
 AK0476'FLORIDA EAST COAST RAILWAY AT BITHLO, ORANGE COUNTY, 75 FEET
 AK0476'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL HOUSE, 99.5 FEET
 AK0476'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET SOUTHEAST
 AK0476'OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO AKE PICKETT.
 AK0476'A STATE SURVEY STANDARD DISK, STAMPED AL 10 RESET 1947 AND SET
 AK0476'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 AK0476
 AK0476                          STATION RECOVERY (1985)
 AK0476
 AK0476'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AK0476'FOUND POST ON TOP OF GROUND.
 AK0476
 AK0476                          STATION RECOVERY (1996)
 AK0476
 AK0476'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0476'MARK NOT FOUND.
 AK0476
 AK0476                          STATION RECOVERY (1997)
 AK0476
 AK0476'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0478 ***********************************************************************
 AK0478  DESIGNATION -  AL 11 RESET 1947
 AK0478  PID         -  AK0478
 AK0478  STATE/COUNTY-  FL/ORANGE
 AK0478  USGS QUAD   -  OVIEDO SW (1980)
 AK0478
 AK0478                         *CURRENT SURVEY CONTROL
 AK0478  ___________________________________________________________________
 AK0478* NAD 83(1986)-  28 33 54.     (N)    081 10 28.     (W)     SCALED    
 AK0478* NAVD 88     -        17.85   (+/-2cm)      58.6    (feet)  VERTCON   
 AK0478  ___________________________________________________________________
 AK0478  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AK0478
 AK0478  VERT ORDER  -  THIRD (See Below)
 AK0478
 AK0478.The horizontal coordinates were scaled from a topographic map and have
 AK0478.an estimated accuracy of +/- 6 seconds.
 AK0478
 AK0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK0478.The vertical order pertains to the NGVD 29 superseded value.
 AK0478
 AK0478.The geoid height was determined by GEOID03.
 AK0478
 AK0478;                    North         East    Units  Estimated Accuracy
 AK0478;SPC FL E     -   468,830.      182,930.      MT  (+/- 180 meters Scaled)
 AK0478
 AK0478                          SUPERSEDED SURVEY CONTROL
 AK0478
 AK0478  NGVD 29 (??/??/??)   18.18   (m)           59.6    (f) RESET       3  
 AK0478
 AK0478.Superseded values are not recommended for survey control.
 AK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0478.See file dsdata.txt to determine how the superseded data were derived.
 AK0478
 AK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM829598(NAD 83)
 AK0478_MARKER: DB = BENCH MARK DISK
 AK0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0478_STAMPING: AL 11 RESET 1947
 AK0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0478+STABILITY: SURFACE MOTION
 AK0478
 AK0478  HISTORY     - Date     Condition        Report By
 AK0478  HISTORY     - 1947     MONUMENTED       FLGS
 AK0478  HISTORY     - 1961     MARK NOT FOUND   NGS
 AK0478  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0478
 AK0478                          STATION DESCRIPTION
 AK0478
 AK0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK0478'4.1 MI W FROM BITHLO.
 AK0478'4.1 MILES WEST ALONG STATE HIGHWAY 50 FROM THE CROSSING OF THE
 AK0478'FLORIDA EAST COAST RAILWAY AT BITHLO, ORANGE COUNTY, 85 YARDS
 AK0478'EAST OF A SMALL CONCRETE CULVERT, 115 FEET WEST OF A HOUSE, 98
 AK0478'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET EAST
 AK0478'OF THE NORTHWEST CORNER OF THE FENCE AROUND THE HOUSE.  A
 AK0478'STATE SURVEY STANDARD DISK, STAMPED AL 11 RESET 1947 AND SET IN
 AK0478'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 AK0478'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 AK0478'BY ENGINEERS OF THE STATE ROAD DEPARTMENT IN SEPTEMBER 1947.
 AK0478
 AK0478                          STATION RECOVERY (1996)
 AK0478
 AK0478'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0481 ***********************************************************************
 AK0481  DESIGNATION -  AL 12 FLGS
 AK0481  PID         -  AK0481
 AK0481  STATE/COUNTY-  FL/ORANGE
 AK0481  USGS QUAD   -  OVIEDO SW (1980)
 AK0481
 AK0481                         *CURRENT SURVEY CONTROL
 AK0481  ___________________________________________________________________
 AK0481* NAD 83(1986)-  28 33 53.     (N)    081 08 37.     (W)     SCALED    
 AK0481* NAVD 88     -        14.361  (meters)      47.12   (feet)  ADJUSTED  
 AK0481  ___________________________________________________________________
 AK0481  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AK0481  DYNAMIC HT  -          14.340 (meters)      47.05  (feet)  COMP
 AK0481  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 AK0481
 AK0481  VERT ORDER  -  SECOND    CLASS 0
 AK0481
 AK0481.The horizontal coordinates were scaled from a topographic map and have
 AK0481.an estimated accuracy of +/- 6 seconds.
 AK0481
 AK0481.The orthometric height was determined by differential leveling
 AK0481.and adjusted by the National Geodetic Survey in June 1991..
 AK0481
 AK0481.The geoid height was determined by GEOID03.
 AK0481
 AK0481.The dynamic height is computed by dividing the NAVD 88
 AK0481.geopotential number by the normal gravity value computed on the
 AK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0481.degrees latitude (g = 980.6199 gals.).
 AK0481
 AK0481.The modeled gravity was interpolated from observed gravity values.
 AK0481
 AK0481;                    North         East    Units  Estimated Accuracy
 AK0481;SPC FL E     -   468,800.      185,950.      MT  (+/- 180 meters Scaled)
 AK0481
 AK0481                          SUPERSEDED SURVEY CONTROL
 AK0481
 AK0481  NGVD 29 (09/01/92)   14.691  (m)           48.20   (f) ADJUSTED    2 0
 AK0481
 AK0481.Superseded values are not recommended for survey control.
 AK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0481.See file dsdata.txt to determine how the superseded data were derived.
 AK0481
 AK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM859597(NAD 83)
 AK0481_MARKER: DB = BENCH MARK DISK
 AK0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0481_STAMPING: AL 12
 AK0481_MARK LOGO: FLGS  
 AK0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0481+STABILITY: SURFACE MOTION
 AK0481
 AK0481  HISTORY     - Date     Condition        Report By
 AK0481  HISTORY     - UNK      MONUMENTED       FLGS
 AK0481  HISTORY     - 1952     GOOD             NGS
 AK0481  HISTORY     - 1983     GOOD             LOCSUR
 AK0481  HISTORY     - 1983     GOOD             FLDNR
 AK0481  HISTORY     - 1984     GOOD             LOCSUR
 AK0481  HISTORY     - 19980322 MARK NOT FOUND   USPSQD
 AK0481
 AK0481                          STATION DESCRIPTION
 AK0481
 AK0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK0481'2.4 MI W FROM BITHLO.
 AK0481'2.4 MILES WEST ALONG STATE HIGHWAY 50 FROM THE CROSSING OF THE
 AK0481'FLORIDA EAST COAST RAILWAY AT BITHLO, ORANGE COUNTY, 200 YARDS
 AK0481'NORTHEAST OF A CONCRETE BRIDGE, 90 YARDS WEST OF THE CENTERLINE
 AK0481'OF A ROAD LEADING NORTH, AND 35 FEET NORTH OF THE CENTERLINE
 AK0481'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED AL 12
 AK0481'AND SET IN THE TOP OF A CONCRETE POST.
 AK0481
 AK0481                          STATION RECOVERY (1983)
 AK0481
 AK0481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AK0481'RECOVERED IN GOOD CONDITION.
 AK0481
 AK0481                          STATION RECOVERY (1983)
 AK0481
 AK0481'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AK0481'RECOVERED IN GOOD CONDITION EXCEPT A NEW TO REACH STATEMENT FOLLOWS.
 AK0481'BEGIN AT THE JUNCTION OF STATE ROAD 419 WITH STATE HIGHWAY 50 IN
 AK0481'BITHLO, THENCE GO 1.2 MILES WEST ON STATE HIGHWAY 50 TO THE
 AK0481'INTERSECTION OF A PAVED ROAD, THENCE GO 0.3 MILE SOUTH ON THE PAVED
 AK0481'ROAD TO ITS END AT ANOTHER PAVED ROAD (OLD STATE HIGHWAY 50) AND THE
 AK0481'MARK.
 AK0481
 AK0481                          STATION RECOVERY (1984)
 AK0481
 AK0481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 AK0481'STATE ROAD 50 HAS BEEN RELOCATED APPROX 1000' NORTH OF MARK, BRIDGE
 AK0481'LOCATED 200 YARDS SOUTHWEST OF MARK HAS BEEN REMOVED. MARK IS STILL
 AK0481'LOCATED 35 FEET NORTH OF OLD ROADWAY AND 265.0 FEET WEST OF SOUTH
 AK0481'TANNER ROAD. NEAR A CEDAR TREE.
 AK0481
 AK0481                          STATION RECOVERY (1998)
 AK0481
 AK0481'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0482 ***********************************************************************
 AK0482  DESIGNATION -  AL 13 FLGS
 AK0482  PID         -  AK0482
 AK0482  STATE/COUNTY-  FL/ORANGE
 AK0482  USGS QUAD   -  OVIEDO SW (1980)
 AK0482
 AK0482                         *CURRENT SURVEY CONTROL
 AK0482  ___________________________________________________________________
 AK0482* NAD 83(1986)-  28 33 45.     (N)    081 08 07.     (W)     SCALED    
 AK0482* NAVD 88     -        20.889  (meters)      68.53   (feet)  ADJUSTED  
 AK0482  ___________________________________________________________________
 AK0482  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AK0482  DYNAMIC HT  -          20.859 (meters)      68.43  (feet)  COMP
 AK0482  MODELED GRAV-     979,205.5   (mgal)                       NAVD 88
 AK0482
 AK0482  VERT ORDER  -  SECOND    CLASS 0
 AK0482
 AK0482.The horizontal coordinates were scaled from a topographic map and have
 AK0482.an estimated accuracy of +/- 6 seconds.
 AK0482
 AK0482.The orthometric height was determined by differential leveling
 AK0482.and adjusted by the National Geodetic Survey in June 1991..
 AK0482
 AK0482.The geoid height was determined by GEOID03.
 AK0482
 AK0482.The dynamic height is computed by dividing the NAVD 88
 AK0482.geopotential number by the normal gravity value computed on the
 AK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0482.degrees latitude (g = 980.6199 gals.).
 AK0482
 AK0482.The modeled gravity was interpolated from observed gravity values.
 AK0482
 AK0482;                    North         East    Units  Estimated Accuracy
 AK0482;SPC FL E     -   468,550.      186,760.      MT  (+/- 180 meters Scaled)
 AK0482
 AK0482                          SUPERSEDED SURVEY CONTROL
 AK0482
 AK0482  NGVD 29 (09/01/92)   21.220  (m)           69.62   (f) ADJUSTED    2 0
 AK0482
 AK0482.Superseded values are not recommended for survey control.
 AK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0482.See file dsdata.txt to determine how the superseded data were derived.
 AK0482
 AK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM867595(NAD 83)
 AK0482_MARKER: DB = BENCH MARK DISK
 AK0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0482_STAMPING: AL 13
 AK0482_MARK LOGO: FLGS  
 AK0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0482+STABILITY: SURFACE MOTION
 AK0482
 AK0482  HISTORY     - Date     Condition        Report By
 AK0482  HISTORY     - UNK      MONUMENTED       FLGS
 AK0482  HISTORY     - 1952     GOOD             NGS
 AK0482  HISTORY     - 1983     GOOD             LOCSUR
 AK0482  HISTORY     - 1983     GOOD             FLDNR
 AK0482
 AK0482                          STATION DESCRIPTION
 AK0482
 AK0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK0482'1.9 MI W FROM BITHLO.
 AK0482'1.9 MILES WEST ALONG STATE HIGHWAY 50 FROM THE CROSSING OF THE
 AK0482'FLORIDA EAST COAST RAILWAY AT BITHLO, ORANGE COUNTY 50 YARDS
 AK0482'NORTHEAST OF TWO SMALL HOUSES (IN 1934), AND 35 FEET NORTH OF THE
 AK0482'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 AK0482'AL 13 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 AK0482'ABOVE GROUND.
 AK0482
 AK0482                          STATION RECOVERY (1983)
 AK0482
 AK0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AK0482'WITNESS POST 2.0' WEST OF MARK.
 AK0482
 AK0482                          STATION RECOVERY (1983)
 AK0482
 AK0482'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AK0482'RECOVERED IN GOOD CONDITION EXCEPT A NEW TO REACH STATEMENT FOLLOWS.
 AK0482'BEGIN AT THE JUNCTION OF STATE ROAD 419 WITH STATE HIGHWAY 50 IN
 AK0482'BITHLO, THENCE GO 1.2 MILES WEST ON STATE HIGHWAY 50 TO THE
 AK0482'INTERSECTION OF A PAVED ROAD, THENCE GO 0.3 MILE SOUTH ON THE PAVED
 AK0482'ROAD TO ITS END AT ANOTHER PAVED ROAD (OLD STATE HIGHWAY 50), THENCE
 AK0482'GO 0.45 MILE EAST ON OLD HIGHWAY 50 TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0484 ***********************************************************************
 AK0484  DESIGNATION -  AL 14
 AK0484  PID         -  AK0484
 AK0484  STATE/COUNTY-  FL/ORANGE
 AK0484  USGS QUAD   -  BITHLO (1980)
 AK0484
 AK0484                         *CURRENT SURVEY CONTROL
 AK0484  ___________________________________________________________________
 AK0484* NAD 83(1986)-  28 33 17.     (N)    081 06 22.     (W)     SCALED    
 AK0484* NAVD 88     -        20.402  (meters)      66.94   (feet)  ADJUSTED  
 AK0484  ___________________________________________________________________
 AK0484  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AK0484  DYNAMIC HT  -          20.372 (meters)      66.84  (feet)  COMP
 AK0484  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 AK0484
 AK0484  VERT ORDER  -  SECOND    CLASS 0
 AK0484
 AK0484.The horizontal coordinates were scaled from a topographic map and have
 AK0484.an estimated accuracy of +/- 6 seconds.
 AK0484
 AK0484.The orthometric height was determined by differential leveling
 AK0484.and adjusted by the National Geodetic Survey in June 1991..
 AK0484
 AK0484.The geoid height was determined by GEOID03.
 AK0484
 AK0484.The dynamic height is computed by dividing the NAVD 88
 AK0484.geopotential number by the normal gravity value computed on the
 AK0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0484.degrees latitude (g = 980.6199 gals.).
 AK0484
 AK0484.The modeled gravity was interpolated from observed gravity values.
 AK0484
 AK0484;                    North         East    Units  Estimated Accuracy
 AK0484;SPC FL E     -   467,690.      189,620.      MT  (+/- 180 meters Scaled)
 AK0484
 AK0484                          SUPERSEDED SURVEY CONTROL
 AK0484
 AK0484  NGVD 29 (??/??/92)   20.738  (m)           68.04   (f) ADJ UNCH    2 0
 AK0484
 AK0484.Superseded values are not recommended for survey control.
 AK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0484.See file dsdata.txt to determine how the superseded data were derived.
 AK0484
 AK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM896586(NAD 83)
 AK0484_MARKER: DB = BENCH MARK DISK
 AK0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0484_STAMPING: 68.038 AL 14
 AK0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0484+STABILITY: SURFACE MOTION
 AK0484
 AK0484  HISTORY     - Date     Condition        Report By
 AK0484  HISTORY     - UNK      MONUMENTED       CGS
 AK0484  HISTORY     - 1946     GOOD             NGS
 AK0484  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 AK0484
 AK0484                          STATION DESCRIPTION
 AK0484
 AK0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AK0484'AT BITHLO.
 AK0484'AT BITHLO, ORANGE COUNTY, ON STATE HIGHWAY 50, 40 YARDS EAST
 AK0484'OF THE CROSSING OF THE FLORIDA EAST COAST RAILWAY AT THE WEST
 AK0484'END OF THE CITY PARK, AND 16 FEET NORTH OF THE CENTERLINE OF THE
 AK0484'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 68.038 AL 14
 AK0484'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 AK0484'ABOVE GROUND.
 AK0484
 AK0484                          STATION RECOVERY (1984)
 AK0484
 AK0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 AK0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6601 ***********************************************************************
 AK6601  DESIGNATION -  AL 15
 AK6601  PID         -  AK6601
 AK6601  STATE/COUNTY-  FL/ORANGE
 AK6601  USGS QUAD   -  BITHLO (1980)
 AK6601
 AK6601                         *CURRENT SURVEY CONTROL
 AK6601  ___________________________________________________________________
 AK6601* NAD 83(1990)-  28 33 16.94531(N)    081 06 09.37273(W)     ADJUSTED  
 AK6601* NAVD 88     -        20.98   (+/-2cm)      68.8    (feet)  VERTCON   
 AK6601  ___________________________________________________________________
 AK6601  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AK6601  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AK6601
 AK6601  HORZ ORDER  -  THIRD
 AK6601  VERT ORDER  -  THIRD ? (See Below)
 AK6601
 AK6601.The horizontal coordinates were established by classical geodetic methods
 AK6601.and adjusted by the National Geodetic Survey in May 1991..
 AK6601
 AK6601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6601.The vertical order pertains to the NGVD 29 superseded value.
 AK6601
 AK6601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6601
 AK6601.The geoid height was determined by GEOID03.
 AK6601
 AK6601;                    North         East     Units Scale Factor Converg.
 AK6601;SPC FL E     -   467,684.487   189,960.465   MT  0.99994242   -0 02 56.6
 AK6601;SPC FL E     - 1,534,394.85    623,228.63   sFT  0.99994242   -0 02 56.6
 AK6601;UTM  17      - 3,158,656.896   489,963.890   MT  0.99960124   -0 02 56.6
 AK6601
 AK6601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6601!SPC FL E     -   1.00000110  x   0.99994242  =   0.99994352
 AK6601!UTM  17      -   1.00000110  x   0.99960124  =   0.99960234
 AK6601
 AK6601|---------------------------------------------------------------------|
 AK6601| PID    Reference Object                     Distance      Geod. Az  |
 AK6601|                                                           dddmmss.s |
 AK6601| CW6692 AL 15 RM 1                           49.542 METERS 06811     |
 AK6601| AK6600 CHRISTMAS                           APPROX. 8.5 KM 1033753.7 |
 AK6601| CW6693 AL 15 RM 2                           32.873 METERS 30253     |
 AK6601|---------------------------------------------------------------------|
 AK6601
 AK6601                          SUPERSEDED SURVEY CONTROL
 AK6601
 AK6601  NAD 83(1986)-  28 33 16.95254(N)    081 06 09.38664(W) AD(       ) 3
 AK6601  NAD 27      -  28 33 15.95300(N)    081 06 10.16000(W) AD(       ) 3
 AK6601  NGVD 29 (07/19/86)   21.31   (m)           69.9    (f) LEVELING    3  
 AK6601
 AK6601.Superseded values are not recommended for survey control.
 AK6601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6601.See file dsdata.txt to determine how the superseded data were derived.
 AK6601
 AK6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8996458657(NAD 83)
 AK6601_MARKER: DD = SURVEY DISK
 AK6601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6601
 AK6601  HISTORY     - Date     Condition        Report By
 AK6601  HISTORY     - 1934     MONUMENTED       FLGS
 AK6601  HISTORY     - 1936     GOOD             CGS
 AK6601  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 AK6601  HISTORY     - 19950206 MARK NOT FOUND   USPSQD
 AK6601
 AK6601                          STATION DESCRIPTION
 AK6601
 AK6601'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AK6601'IN BITHLO, ORANGE COUNTY, FLORIDA 18.3 MILES E OF ORLANDO.  IT
 AK6601'IS 1324 FEET E OF THE INTERSECTION OF THE CHENEY HIGHWAY
 AK6601'(STATE HIGHWAY 22) AND THE OKECHOOBEE BRANCH OF THE FLORIDA
 AK6601'EAST COAST RAILROAD.  373 FEET E OF THE E END OF THE PARKWAY
 AK6601'CONTAINING THE LARGE CONCRETE SIGN BITHLO.  IT IS 241 FEET NE
 AK6601'OF THE FILLING STATION AT THE E END OF BITHLO.  117 FEET SW OF
 AK6601'THE WHITE STUCCO RESIDENCE OF MR. BAILEY, OWNER OF BITHLO.
 AK6601'97.5 FEET N OF THE CENTER OF THE CHENEY HIGHWAY, AND IS IN THE
 AK6601'CENTER OF THE PARKWAY IN THE STREET.  A STANDARD STATE SURVEY
 AK6601'DISK SET IN AN 8- BY 8-INCH CONCRETE POST, PROJECTING ABOUT 8
 AK6601'INCHES ABOVE GROUND, AND MARKED AL-15.
 AK6601
 AK6601                          STATION RECOVERY (1936)
 AK6601
 AK6601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP)
 AK6601'STATION IS A TRAVERSE MONUMENT ESTABLISHED BY THE STATE SURVEY
 AK6601'IN 1935, ABOUT 17 MILES E OF ORLANDO, IN THE VILLAGE OF
 AK6601'BITHLO.  IT IS AT THE E END OF THE VILLAGE IN A SMALL PARKWAY
 AK6601'BETWEEN THE N AND S DRIVES OF THE MAIN THOROUGHFARE, WHICH IS
 AK6601'STATE ROUTE 22, ABOUT 250 FEET E OF INTERSECTION OF CROSS
 AK6601'STREET, 150 FEET E OF THE W END OF PARKWAY, WHICH IS DIVIDED BY
 AK6601'CROSS STREET, 23 FEET N OF THE CENTER LINE OF S DRIVE, 27 FEET
 AK6601'S OF THE CENTER LINE OF N DRIVE.  MARK IS A STANDARD BRONZE
 AK6601'DISK USED BY THE STATE SURVEY WHICH IS SET IN THE TOP OF A
 AK6601'6- BY 6-INCH CONCRETE POST.  MARK WAS RE-INFORCED WITH
 AK6601'CONCRETE TO FORM A 14-INCH SQUARE BLOCK.  THERE IS NO
 AK6601'UNDERGROUND STATION MARK.  MARK PROJECTS 10 INCHES.  IT WAS
 AK6601'STAMPED USC AND GS 1936.
 AK6601'
 AK6601'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AK6601'
 AK6601'REFERENCE MARK NO. 1 IS NE OF THE STATION, 31 FEET N OF CENTER
 AK6601'LINE OF N DRIVE, 1 FOOT S OF FENCE LINE, AND 100 FEET E OF
 AK6601'GATEPOST AT DRIVEWAY.
 AK6601'
 AK6601'REFERENCE MARK NO. 2 IS NW OF THE STATION, 31 FEET N OF CENTER
 AK6601'LINE OF N DRIVE AND 1 FOOT S OF FENCE LINE.
 AK6601'
 AK6601'REFERENCE MARKS PROJECT 4 INCHES.
 AK6601'
 AK6601'AZIMUTH MARK (AL 14 FLGS) IS W OF THE STATION, AT W END OF
 AK6601'PARKWAY, ABOUT 100 FEET E OF RAILWAY CROSSING, 26 FEET N OF
 AK6601'THE CENTER LINE OF S DRIVE, 26 FEET S OF CENTER LINE OF N DRIVE,
 AK6601'AND 22 FEET E OF THE E EDGE OF PAVEMENT.  MARK IS A STANDARD
 AK6601'STATE SURVEY DISK SET IN A 6-INCH SQUARE CONCRETE POST AND
 AK6601'PROJECTS 10 INCHES.
 AK6601'
 AK6601'TO REACH FROM ORLANDO, GO E ON STATE ROUTE 22 FOR 17 MILES
 AK6601'TO THE VILLAGE OF BITHLO AND STATION AT EASTERN EDGE OF VILLAGE.
 AK6601'
 AK6601'ALL LIGHTS COME INTO VIEW AT 75 FEET.
 AK6601'
 AK6601'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AK6601
 AK6601                          STATION RECOVERY (1981)
 AK6601
 AK6601'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SMB)
 AK6601'AL 15 DESTROYED.
 AK6601'
 AK6601'AL 15 RM 1 DESTROYED.
 AK6601'
 AK6601'AL 15 RM 2 DESTROYED.
 AK6601'
 AK6601'NO EVIDENCE OF RM 1 OR 2 WAS FOUND.  FOUND BROKEN STATION MARK - NO
 AK6601'DISK - STATION SHOULD BE CONSIDERED DESTROYED.
 AK6601
 AK6601                          STATION RECOVERY (1995)
 AK6601
 AK6601'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0486 ***********************************************************************
 AK0486  DESIGNATION -  AL 16
 AK0486  PID         -  AK0486
 AK0486  STATE/COUNTY-  FL/ORANGE
 AK0486  USGS QUAD   -  BITHLO (1980)
 AK0486
 AK0486                         *CURRENT SURVEY CONTROL
 AK0486  ___________________________________________________________________
 AK0486* NAD 83(1986)-  28 32 09.     (N)    081 04 24.     (W)     SCALED    
 AK0486* NAVD 88     -        20.434  (meters)      67.04   (feet)  ADJUSTED  
 AK0486  ___________________________________________________________________
 AK0486  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AK0486  DYNAMIC HT  -          20.405 (meters)      66.95  (feet)  COMP
 AK0486  MODELED GRAV-     979,204.2   (mgal)                       NAVD 88
 AK0486
 AK0486  VERT ORDER  -  SECOND    CLASS 0
 AK0486
 AK0486.The horizontal coordinates were scaled from a topographic map and have
 AK0486.an estimated accuracy of +/- 6 seconds.
 AK0486
 AK0486.The orthometric height was determined by differential leveling
 AK0486.and adjusted by the National Geodetic Survey in June 1991..
 AK0486
 AK0486.The geoid height was determined by GEOID03.
 AK0486
 AK0486.The dynamic height is computed by dividing the NAVD 88
 AK0486.geopotential number by the normal gravity value computed on the
 AK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0486.degrees latitude (g = 980.6199 gals.).
 AK0486
 AK0486.The modeled gravity was interpolated from observed gravity values.
 AK0486
 AK0486;                    North         East    Units  Estimated Accuracy
 AK0486;SPC FL E     -   465,590.      192,820.      MT  (+/- 180 meters Scaled)
 AK0486
 AK0486                          SUPERSEDED SURVEY CONTROL
 AK0486
 AK0486  NGVD 29 (??/??/92)   20.778  (m)           68.17   (f) ADJ UNCH    2 0
 AK0486
 AK0486.Superseded values are not recommended for survey control.
 AK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0486.See file dsdata.txt to determine how the superseded data were derived.
 AK0486
 AK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM928565(NAD 83)
 AK0486_MARKER: DB = BENCH MARK DISK
 AK0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0486_STAMPING: AL 16
 AK0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0486+STABILITY: SURFACE MOTION
 AK0486
 AK0486  HISTORY     - Date     Condition        Report By
 AK0486  HISTORY     - UNK      MONUMENTED       FLGS
 AK0486  HISTORY     - 1934     GOOD             NGS
 AK0486
 AK0486                          STATION DESCRIPTION
 AK0486
 AK0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AK0486'2.5 MI E FROM BITHLO.
 AK0486'2.5 MILES EAST ALONG STATE HIGHWAY 50 FROM THE CROSSING OF THE
 AK0486'FLORIDA EAST COAST RAILWAY AT BITHLO, ORANGE COUNTY, AT THE
 AK0486'EAST END OF A LONG CURVE, 34 FEET WEST OF A SMALL WOODEN BRIDGE
 AK0486'OVER A SIDE DITCH, AND 34 FEET SOUTH OF THE CENTERLINE OF THE
 AK0486'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED AL 16 AND SET
 AK0486'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0487 ***********************************************************************
 AK0487  DESIGNATION -  AL 17
 AK0487  PID         -  AK0487
 AK0487  STATE/COUNTY-  FL/ORANGE
 AK0487  USGS QUAD   -  BITHLO (1980)
 AK0487
 AK0487                         *CURRENT SURVEY CONTROL
 AK0487  ___________________________________________________________________
 AK0487* NAD 83(1986)-  28 32 09.     (N)    081 03 46.     (W)     SCALED    
 AK0487* NAVD 88     -        21.026  (meters)      68.98   (feet)  ADJUSTED  
 AK0487  ___________________________________________________________________
 AK0487  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AK0487  DYNAMIC HT  -          20.996 (meters)      68.88  (feet)  COMP
 AK0487  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 AK0487
 AK0487  VERT ORDER  -  SECOND    CLASS 0
 AK0487
 AK0487.The horizontal coordinates were scaled from a topographic map and have
 AK0487.an estimated accuracy of +/- 6 seconds.
 AK0487
 AK0487.The orthometric height was determined by differential leveling
 AK0487.and adjusted by the National Geodetic Survey in June 1991..
 AK0487
 AK0487.The geoid height was determined by GEOID03.
 AK0487
 AK0487.The dynamic height is computed by dividing the NAVD 88
 AK0487.geopotential number by the normal gravity value computed on the
 AK0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0487.degrees latitude (g = 980.6199 gals.).
 AK0487
 AK0487.The modeled gravity was interpolated from observed gravity values.
 AK0487
 AK0487;                    North         East    Units  Estimated Accuracy
 AK0487;SPC FL E     -   465,590.      193,860.      MT  (+/- 180 meters Scaled)
 AK0487
 AK0487                          SUPERSEDED SURVEY CONTROL
 AK0487
 AK0487  NGVD 29 (??/??/92)   21.371  (m)           70.11   (f) ADJ UNCH    2 0
 AK0487
 AK0487.Superseded values are not recommended for survey control.
 AK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0487.See file dsdata.txt to determine how the superseded data were derived.
 AK0487
 AK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM938565(NAD 83)
 AK0487_MARKER: DD = SURVEY DISK
 AK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0487_STAMPING: AL 17
 AK0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0487+STABILITY: SURFACE MOTION
 AK0487
 AK0487  HISTORY     - Date     Condition        Report By
 AK0487  HISTORY     - UNK      MONUMENTED       FLGS
 AK0487  HISTORY     - 1961     MARK NOT FOUND   NGS
 AK0487
 AK0487                          STATION DESCRIPTION
 AK0487
 AK0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK0487'3.2 MI E FROM BITHLO.
 AK0487'3.2 MILES EAST ALONG STATE HIGHWAY 50 FROM THE CROSSING OF THE
 AK0487'FLORIDA EAST COAST RAIWAY AT BITHLO, ORANGE COUNTY, 2.7 MILES
 AK0487'WEST OF CHRISTMAS, AND 39 FEET SOUTH OF THE CENTERLINE OF THE
 AK0487'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED AL 17 AND SET
 AK0487'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0490 ***********************************************************************
 AK0490  DESIGNATION -  AL 18
 AK0490  PID         -  AK0490
 AK0490  STATE/COUNTY-  FL/ORANGE
 AK0490  USGS QUAD   -  BITHLO (1980)
 AK0490
 AK0490                         *CURRENT SURVEY CONTROL
 AK0490  ___________________________________________________________________
 AK0490* NAD 83(1986)-  28 32 12.     (N)    081 01 03.     (W)     SCALED    
 AK0490* NAVD 88     -        13.096  (meters)      42.97   (feet)  ADJUSTED  
 AK0490  ___________________________________________________________________
 AK0490  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK0490  DYNAMIC HT  -          13.077 (meters)      42.90  (feet)  COMP
 AK0490  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 AK0490
 AK0490  VERT ORDER  -  SECOND    CLASS 0
 AK0490
 AK0490.The horizontal coordinates were scaled from a topographic map and have
 AK0490.an estimated accuracy of +/- 6 seconds.
 AK0490
 AK0490.The orthometric height was determined by differential leveling
 AK0490.and adjusted by the National Geodetic Survey in June 1991..
 AK0490
 AK0490.The geoid height was determined by GEOID03.
 AK0490
 AK0490.The dynamic height is computed by dividing the NAVD 88
 AK0490.geopotential number by the normal gravity value computed on the
 AK0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0490.degrees latitude (g = 980.6199 gals.).
 AK0490
 AK0490.The modeled gravity was interpolated from observed gravity values.
 AK0490
 AK0490;                    North         East    Units  Estimated Accuracy
 AK0490;SPC FL E     -   465,680.      198,290.      MT  (+/- 180 meters Scaled)
 AK0490
 AK0490                          SUPERSEDED SURVEY CONTROL
 AK0490
 AK0490  NGVD 29 (??/??/92)   13.453  (m)           44.14   (f) ADJ UNCH    2 0
 AK0490
 AK0490.Superseded values are not recommended for survey control.
 AK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0490.See file dsdata.txt to determine how the superseded data were derived.
 AK0490
 AK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM982566(NAD 83)
 AK0490_MARKER: DD = SURVEY DISK
 AK0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0490_STAMPING: AL 18 44.137
 AK0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0490+STABILITY: SURFACE MOTION
 AK0490
 AK0490  HISTORY     - Date     Condition        Report By
 AK0490  HISTORY     - UNK      MONUMENTED       FLGS
 AK0490  HISTORY     - 1961     MARK NOT FOUND   NGS
 AK0490  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 AK0490
 AK0490                          STATION DESCRIPTION
 AK0490
 AK0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK0490'AT CHRISTMAS.
 AK0490'AT CHRISTMAS, ORANGE COUNTY, ON STATE HIGHWAY 50, AT A ROAD
 AK0490'INTERSECTION, 62 YARDS EAST OF THE XMAS SERVICE STATION, 82
 AK0490'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING TO SANFORD,
 AK0490'AND 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 AK0490'STATE SURVEY STANDARD DISK, STAMPED 44.137 AL 18 AND SET IN
 AK0490'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 AK0490
 AK0490                          STATION RECOVERY (1998)
 AK0490
 AK0490'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0461 ***********************************************************************
 AK0461  DESIGNATION -  AL 2 A
 AK0461  PID         -  AK0461
 AK0461  STATE/COUNTY-  FL/ORANGE
 AK0461  USGS QUAD   -  ORLANDO EAST (1980)
 AK0461
 AK0461                         *CURRENT SURVEY CONTROL
 AK0461  ___________________________________________________________________
 AK0461* NAD 83(1986)-  28 31 13.     (N)    081 22 04.     (W)     SCALED    
 AK0461* NAVD 88     -        28.939  (meters)      94.94   (feet)  ADJUSTED  
 AK0461  ___________________________________________________________________
 AK0461  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AK0461  DYNAMIC HT  -          28.897 (meters)      94.81  (feet)  COMP
 AK0461  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 AK0461
 AK0461  VERT ORDER  -  FIRST     CLASS II
 AK0461
 AK0461.The horizontal coordinates were scaled from a topographic map and have
 AK0461.an estimated accuracy of +/- 6 seconds.
 AK0461
 AK0461.The orthometric height was determined by differential leveling
 AK0461.and adjusted by the National Geodetic Survey in June 1991..
 AK0461
 AK0461.The geoid height was determined by GEOID03.
 AK0461
 AK0461.The dynamic height is computed by dividing the NAVD 88
 AK0461.geopotential number by the normal gravity value computed on the
 AK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0461.degrees latitude (g = 980.6199 gals.).
 AK0461
 AK0461.The modeled gravity was interpolated from observed gravity values.
 AK0461
 AK0461;                    North         East    Units  Estimated Accuracy
 AK0461;SPC FL E     -   463,920.      164,000.      MT  (+/- 180 meters Scaled)
 AK0461
 AK0461                          SUPERSEDED SURVEY CONTROL
 AK0461
 AK0461  NGVD 29 (??/??/92)   29.22   (m)           95.9    (f) COMPUTED    1 2
 AK0461
 AK0461.Superseded values are not recommended for survey control.
 AK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0461.See file dsdata.txt to determine how the superseded data were derived.
 AK0461
 AK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM640548(NAD 83)
 AK0461_MARKER: Z = SEE DESCRIPTION
 AK0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0461_SP_SET: WALL
 AK0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0461
 AK0461  HISTORY     - Date     Condition        Report By
 AK0461  HISTORY     - UNK      MONUMENTED       FLGS
 AK0461  HISTORY     - 1952     GOOD             NGS
 AK0461  HISTORY     - 1984     GOOD             USPSQD
 AK0461  HISTORY     - 19980530 GOOD             USPSQD
 AK0461
 AK0461                          STATION DESCRIPTION
 AK0461
 AK0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK0461'1.4 MI SE FROM ORLANDO.
 AK0461'ABOUT 0.55 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AK0461'FROM THE STATION AT ORLANDO, THENCE ABOUT 0.8 MILE EAST ALONG
 AK0461'KALEY AVENUE, AT INTERSECTION OF KALEY AVENUE AND SUMMERLIN
 AK0461'STREET, SET IN CENTER OF INTERSECTION, 39.2 FEET SOUTHWEST OF
 AK0461'WEST END OF A RETAINING WALL, 30 FEET NORTHEAST OF A FIRE PLUG
 AK0461'AND IS AN AUTO AXLE SET IN CONCRETE IN A WELL WITH COVER MARKED
 AK0461'CORNER AND ABOUT 1/2 FOOT BELOW PAVEMENT.
 AK0461
 AK0461                          STATION RECOVERY (1984)
 AK0461
 AK0461'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0461'MARK IS ON I 95 BRIDGE OVER SR 44 TO NEW SMYRNA BEACH. MARK IS SET
 AK0461'FLUSH IN TOP OF GUARD RAIL. NORTH BOUND LANE, EAST SIDE, SOUTH END OF
 AK0461'GUARD RAIL.
 AK0461
 AK0461                          STATION RECOVERY (1998)
 AK0461
 AK0461'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0908 ***********************************************************************
 AK0908  DESIGNATION -  AL 20
 AK0908  PID         -  AK0908
 AK0908  STATE/COUNTY-  FL/ORANGE
 AK0908  USGS QUAD   -  TITUSVILLE SW (1980)
 AK0908
 AK0908                         *CURRENT SURVEY CONTROL
 AK0908  ___________________________________________________________________
 AK0908* NAD 83(1986)-  28 32 13.     (N)    080 59 17.     (W)     SCALED    
 AK0908* NAVD 88     -         7.361  (meters)      24.15   (feet)  ADJUSTED  
 AK0908  ___________________________________________________________________
 AK0908  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK0908  DYNAMIC HT  -           7.351 (meters)      24.12  (feet)  COMP
 AK0908  MODELED GRAV-     979,209.7   (mgal)                       NAVD 88
 AK0908
 AK0908  VERT ORDER  -  SECOND    CLASS 0
 AK0908
 AK0908.The horizontal coordinates were scaled from a topographic map and have
 AK0908.an estimated accuracy of +/- 6 seconds.
 AK0908
 AK0908.The orthometric height was determined by differential leveling
 AK0908.and adjusted by the National Geodetic Survey in June 1991..
 AK0908
 AK0908.The geoid height was determined by GEOID03.
 AK0908
 AK0908.The dynamic height is computed by dividing the NAVD 88
 AK0908.geopotential number by the normal gravity value computed on the
 AK0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0908.degrees latitude (g = 980.6199 gals.).
 AK0908
 AK0908.The modeled gravity was interpolated from observed gravity values.
 AK0908
 AK0908;                    North         East    Units  Estimated Accuracy
 AK0908;SPC FL E     -   465,710.      201,170.      MT  (+/- 180 meters Scaled)
 AK0908
 AK0908                          SUPERSEDED SURVEY CONTROL
 AK0908
 AK0908  NGVD 29 (??/??/92)    7.72   (m)           25.3    (f) COMPUTED    2 0
 AK0908
 AK0908.Superseded values are not recommended for survey control.
 AK0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0908.See file dsdata.txt to determine how the superseded data were derived.
 AK0908
 AK0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM011566(NAD 83)
 AK0908_MARKER: DD = SURVEY DISK
 AK0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0908_STAMPING: AL 20 25.348
 AK0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0908+STABILITY: SURFACE MOTION
 AK0908
 AK0908  HISTORY     - Date     Condition        Report By
 AK0908  HISTORY     - UNK      MONUMENTED       FLGS
 AK0908  HISTORY     - 1970     MARK NOT FOUND   NGS
 AK0908
 AK0908                          STATION DESCRIPTION
 AK0908
 AK0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0908'1.8 MI E FROM CHRISTMAS.
 AK0908'ON STATE HIGHWAY 50, 1,812 FEET EAST OF THE EAST END OF A 1 1/2
 AK0908'MILE-LONG TANGENT BEGINNING AT THE SANFORD ROAD AT FORT CHRISTMAS,
 AK0908'80.8 FEET SOUTH OF POLE 524, 72.7 FEET SOUTHEAST OF THE SOUTHEAST
 AK0908'CORNER OF THE SOUTH HEADWALL OF CULVERT, 36.5 FEET SOUTH OF THE
 AK0908'CENTERLINE OF HIGHWAY AND 3.4 FEET NORTH OF A BLAZED 18-INCH
 AK0908'PINE.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10
 AK0908'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0907 ***********************************************************************
 AK0907  DESIGNATION -  AL 21
 AK0907  PID         -  AK0907
 AK0907  STATE/COUNTY-  FL/ORANGE
 AK0907  USGS QUAD   -  TITUSVILLE SW (1980)
 AK0907
 AK0907                         *CURRENT SURVEY CONTROL
 AK0907  ___________________________________________________________________
 AK0907* NAD 83(1986)-  28 32 13.     (N)    080 58 55.     (W)     SCALED    
 AK0907* NAVD 88     -         5.334  (meters)      17.50   (feet)  ADJUSTED  
 AK0907  ___________________________________________________________________
 AK0907  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AK0907  DYNAMIC HT  -           5.326 (meters)      17.47  (feet)  COMP
 AK0907  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 AK0907
 AK0907  VERT ORDER  -  SECOND    CLASS 0
 AK0907
 AK0907.The horizontal coordinates were scaled from a topographic map and have
 AK0907.an estimated accuracy of +/- 6 seconds.
 AK0907
 AK0907.The orthometric height was determined by differential leveling
 AK0907.and adjusted by the National Geodetic Survey in June 1991..
 AK0907
 AK0907.The geoid height was determined by GEOID03.
 AK0907
 AK0907.The dynamic height is computed by dividing the NAVD 88
 AK0907.geopotential number by the normal gravity value computed on the
 AK0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0907.degrees latitude (g = 980.6199 gals.).
 AK0907
 AK0907.The modeled gravity was interpolated from observed gravity values.
 AK0907
 AK0907;                    North         East    Units  Estimated Accuracy
 AK0907;SPC FL E     -   465,710.      201,770.      MT  (+/- 180 meters Scaled)
 AK0907
 AK0907                          SUPERSEDED SURVEY CONTROL
 AK0907
 AK0907  NGVD 29 (??/??/92)    5.70   (m)           18.7    (f) COMPUTED    2 0
 AK0907
 AK0907.Superseded values are not recommended for survey control.
 AK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0907.See file dsdata.txt to determine how the superseded data were derived.
 AK0907
 AK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM017566(NAD 83)
 AK0907_MARKER: DD = SURVEY DISK
 AK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0907_STAMPING: AL 21 18.701
 AK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0907+STABILITY: SURFACE MOTION
 AK0907
 AK0907  HISTORY     - Date     Condition        Report By
 AK0907  HISTORY     - UNK      MONUMENTED       FLGS
 AK0907  HISTORY     - 1970     MARK NOT FOUND   NGS
 AK0907
 AK0907                          STATION DESCRIPTION
 AK0907
 AK0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0907'2.2 MI E FROM CHRISTMAS.
 AK0907'2.2 MILES EAST ALONG STATE HIGHWAY 50 FROM THE SANFORD ROAD AT
 AK0907'FORT CHRISTMAS, AT THE WEST END OF A LONG CURVE, 69.7 FEET SOUTH
 AK0907'OF POLE 507, 35.8 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND 1
 AK0907'FOOT NORTH OF A BLAZED CABBAGE PALMETTO.  SET THE TOP OF A
 AK0907'CONCRETE POST PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0905 ***********************************************************************
 AK0905  DESIGNATION -  AL 22
 AK0905  PID         -  AK0905
 AK0905  STATE/COUNTY-  FL/ORANGE
 AK0905  USGS QUAD   -  TITUSVILLE SW (1980)
 AK0905
 AK0905                         *CURRENT SURVEY CONTROL
 AK0905  ___________________________________________________________________
 AK0905* NAD 83(1986)-  28 32 33.     (N)    080 56 39.     (W)     SCALED    
 AK0905* NAVD 88     -         4.862  (meters)      15.95   (feet)  ADJUSTED  
 AK0905  ___________________________________________________________________
 AK0905  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK0905  DYNAMIC HT  -           4.855 (meters)      15.93  (feet)  COMP
 AK0905  MODELED GRAV-     979,213.7   (mgal)                       NAVD 88
 AK0905
 AK0905  VERT ORDER  -  SECOND    CLASS 0
 AK0905
 AK0905.The horizontal coordinates were scaled from a topographic map and have
 AK0905.an estimated accuracy of +/- 6 seconds.
 AK0905
 AK0905.The orthometric height was determined by differential leveling
 AK0905.and adjusted by the National Geodetic Survey in June 1991..
 AK0905
 AK0905.The geoid height was determined by GEOID03.
 AK0905
 AK0905.The dynamic height is computed by dividing the NAVD 88
 AK0905.geopotential number by the normal gravity value computed on the
 AK0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0905.degrees latitude (g = 980.6199 gals.).
 AK0905
 AK0905.The modeled gravity was interpolated from observed gravity values.
 AK0905
 AK0905;                    North         East    Units  Estimated Accuracy
 AK0905;SPC FL E     -   466,330.      205,460.      MT  (+/- 180 meters Scaled)
 AK0905
 AK0905                          SUPERSEDED SURVEY CONTROL
 AK0905
 AK0905  NGVD 29 (??/??/92)    5.235  (m)           17.18   (f) ADJ UNCH    2 0
 AK0905
 AK0905.Superseded values are not recommended for survey control.
 AK0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0905.See file dsdata.txt to determine how the superseded data were derived.
 AK0905
 AK0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM054573(NAD 83)
 AK0905_MARKER: DD = SURVEY DISK
 AK0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK0905_SP_SET: BRIDGE
 AK0905_STAMPING: 17.175 AL 22
 AK0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0905
 AK0905  HISTORY     - Date     Condition        Report By
 AK0905  HISTORY     - UNK      MONUMENTED       FLGS
 AK0905  HISTORY     - 1946     GOOD             NGS
 AK0905  HISTORY     - 1970     MARK NOT FOUND   NGS
 AK0905
 AK0905                          STATION DESCRIPTION
 AK0905
 AK0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AK0905'4.5 MI E FROM CHRISTMAS.
 AK0905'4.5 MILES EAST ALONG STATE HIGHWAY 50 FROM CHRISTMAS, ORANGE
 AK0905'COUNTY, AT THE WEST BRIDGE OVER ST. JOHNS RIVER, AT THE SOUTHWEST
 AK0905'CORNER OF THE BRIDGE, AND IN THE TOP OF THE SOUTH WINGWALL.  A
 AK0905'STATE SURVEY STANDARD DISK, STAMPED 17.175 AL 22.
 AK0905
 AK0905                          STATION RECOVERY (1970)
 AK0905
 AK0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0462 ***********************************************************************
 AK0462  DESIGNATION -  AL 32
 AK0462  PID         -  AK0462
 AK0462  STATE/COUNTY-  FL/ORANGE
 AK0462  USGS QUAD   -  ORLANDO EAST (1980)
 AK0462
 AK0462                         *CURRENT SURVEY CONTROL
 AK0462  ___________________________________________________________________
 AK0462* NAD 83(1986)-  28 31 01.     (N)    081 19 51.     (W)     SCALED    
 AK0462* NAVD 88     -        35.024  (meters)     114.91   (feet)  ADJUSTED  
 AK0462  ___________________________________________________________________
 AK0462  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AK0462  DYNAMIC HT  -          34.974 (meters)     114.74  (feet)  COMP
 AK0462  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 AK0462
 AK0462  VERT ORDER  -  FIRST     CLASS II
 AK0462
 AK0462.The horizontal coordinates were scaled from a topographic map and have
 AK0462.an estimated accuracy of +/- 6 seconds.
 AK0462
 AK0462.The orthometric height was determined by differential leveling
 AK0462.and adjusted by the National Geodetic Survey in June 1991..
 AK0462
 AK0462.The geoid height was determined by GEOID03.
 AK0462
 AK0462.The dynamic height is computed by dividing the NAVD 88
 AK0462.geopotential number by the normal gravity value computed on the
 AK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0462.degrees latitude (g = 980.6199 gals.).
 AK0462
 AK0462.The modeled gravity was interpolated from observed gravity values.
 AK0462
 AK0462;                    North         East    Units  Estimated Accuracy
 AK0462;SPC FL E     -   463,540.      167,620.      MT  (+/- 180 meters Scaled)
 AK0462
 AK0462                          SUPERSEDED SURVEY CONTROL
 AK0462
 AK0462  NGVD 29 (??/??/92)   35.309  (m)          115.84   (f) ADJ UNCH    1 2
 AK0462
 AK0462.Superseded values are not recommended for survey control.
 AK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0462.See file dsdata.txt to determine how the superseded data were derived.
 AK0462
 AK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM676545(NAD 83)
 AK0462_MARKER: DD = SURVEY DISK
 AK0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0462_SP_SET: WELL
 AK0462_STAMPING: AL 32
 AK0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0462
 AK0462  HISTORY     - Date     Condition        Report By
 AK0462  HISTORY     - UNK      MONUMENTED       FLGS
 AK0462  HISTORY     - 1952     GOOD             NGS
 AK0462  HISTORY     - 1972     GOOD             NGS
 AK0462  HISTORY     - 1987     GOOD             USPSQD
 AK0462  HISTORY     - 19980530 GOOD             USPSQD
 AK0462
 AK0462                          STATION DESCRIPTION
 AK0462
 AK0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK0462'1 MI N FROM CONWAY.
 AK0462'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 15 FROM METHODIST CHURCH
 AK0462'AT CONWAY, SET IN CENTER OF JUNCTION OF HIGHWAY AND A DIRT ROAD
 AK0462'LEADING EAST, ABOUT 0.5 MILE SOUTH OF CURRY FORD ROAD, AND SET IN
 AK0462'CONCRETE IN A WELL WITH COVER MARKED CORNER AND ABOUT 4 INCHES
 AK0462'BELOW LEVEL OF PAVEMENT.
 AK0462
 AK0462                          STATION RECOVERY (1972)
 AK0462
 AK0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AK0462'RECOVERED IN GOOD CONDITION.
 AK0462
 AK0462                          STATION RECOVERY (1987)
 AK0462
 AK0462'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK0462'RECOVERED IN GOOD CONDITION.
 AK0462
 AK0462                          STATION RECOVERY (1998)
 AK0462
 AK0462'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0464 ***********************************************************************
 AK0464  DESIGNATION -  AL 34
 AK0464  PID         -  AK0464
 AK0464  STATE/COUNTY-  FL/ORANGE
 AK0464  USGS QUAD   -  ORLANDO EAST (1980)
 AK0464
 AK0464                         *CURRENT SURVEY CONTROL
 AK0464  ___________________________________________________________________
 AK0464* NAD 83(1986)-  28 30 08.     (N)    081 19 50.     (W)     SCALED    
 AK0464* NAVD 88     -        32.735  (meters)     107.40   (feet)  ADJUSTED  
 AK0464  ___________________________________________________________________
 AK0464  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AK0464  DYNAMIC HT  -          32.687 (meters)     107.24  (feet)  COMP
 AK0464  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AK0464
 AK0464  VERT ORDER  -  FIRST     CLASS II
 AK0464
 AK0464.The horizontal coordinates were scaled from a topographic map and have
 AK0464.an estimated accuracy of +/- 6 seconds.
 AK0464
 AK0464.The orthometric height was determined by differential leveling
 AK0464.and adjusted by the National Geodetic Survey in June 1991..
 AK0464
 AK0464.The geoid height was determined by GEOID03.
 AK0464
 AK0464.The dynamic height is computed by dividing the NAVD 88
 AK0464.geopotential number by the normal gravity value computed on the
 AK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0464.degrees latitude (g = 980.6199 gals.).
 AK0464
 AK0464.The modeled gravity was interpolated from observed gravity values.
 AK0464
 AK0464;                    North         East    Units  Estimated Accuracy
 AK0464;SPC FL E     -   461,910.      167,640.      MT  (+/- 180 meters Scaled)
 AK0464
 AK0464                          SUPERSEDED SURVEY CONTROL
 AK0464
 AK0464  NGVD 29 (??/??/92)   33.020  (m)          108.33   (f) ADJ UNCH    1 2
 AK0464
 AK0464.Superseded values are not recommended for survey control.
 AK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0464.See file dsdata.txt to determine how the superseded data were derived.
 AK0464
 AK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM676528(NAD 83)
 AK0464_MARKER: DD = SURVEY DISK
 AK0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0464_SP_SET: WELL
 AK0464_STAMPING: AL 34
 AK0464_MARK LOGO: FLGS  
 AK0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0464
 AK0464  HISTORY     - Date     Condition        Report By
 AK0464  HISTORY     - UNK      MONUMENTED       FLGS
 AK0464  HISTORY     - 1952     GOOD             NGS
 AK0464  HISTORY     - 1972     GOOD             NGS
 AK0464  HISTORY     - 1987     GOOD             USPSQD
 AK0464  HISTORY     - 19900619 GOOD             FL-095
 AK0464  HISTORY     - 19980530 GOOD             USPSQD
 AK0464
 AK0464                          STATION DESCRIPTION
 AK0464
 AK0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK0464'AT CONWAY.
 AK0464'AT CONWAY, AT CENTER OF INTERSECTION OF STATE HIGHWAY 15 AND
 AK0464'CHURCH STREET, 90 FEET NORTHWEST OF NORTHWEST CORNER OF METHODIST
 AK0464'CHURCH, 63 FEET WEST-NORTHWEST OF NORTH END OF EAST HEAD WALL OF
 AK0464'A CULVERT AND SET IN CONCRETE IN A WELL WITH COVER MARKED CORNER
 AK0464'AND ABOUT 1/2 FOOT BELOW PAVEMENT.
 AK0464
 AK0464                          STATION RECOVERY (1972)
 AK0464
 AK0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AK0464'RECOVERED IN GOOD CONDITION.
 AK0464
 AK0464                          STATION RECOVERY (1987)
 AK0464
 AK0464'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK0464'RECOVERED IN GOOD CONDITION.
 AK0464
 AK0464                          STATION RECOVERY (1990)
 AK0464
 AK0464'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1990
 AK0464'3-INCH FLORIDA GEODETIC SURVEY BRASS DISK SET IN CONCRETE IN A WELL
 AK0464'BOX IN THE CENTER OF THE INTERSECTION OF CONWAY ROAD AND ANDERSON
 AK0464'ROAD (IN THE CENTER LINES OF BOTH ROADS), ABOUT 310 FT (94.5 M) SOUTH
 AK0464'OF THE CENTER LINE OF MIZELL STREET, ABOUT 770 FT (234.7 M) EAST OF
 AK0464'THE CENTER LINE OF ARNOLD AVENUE, ABOUT 145 FT (44.2 M) NORTHWEST OF
 AK0464'THE NORTHWEST CORNER OF A BLOCK BUILDING (FELLOWSHIP HALL OF CONWAY
 AK0464'METHODIST CHURCH).  T23S, R30E, SECTION 8.  (DESCRIPTION SOURCE--THE
 AK0464'ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK0464
 AK0464                          STATION RECOVERY (1998)
 AK0464
 AK0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5019 ***********************************************************************
 AK5019  DESIGNATION -  AL 35
 AK5019  PID         -  AK5019
 AK5019  STATE/COUNTY-  FL/ORANGE
 AK5019  USGS QUAD   -  PINE CASTLE (1980)
 AK5019
 AK5019                         *CURRENT SURVEY CONTROL
 AK5019  ___________________________________________________________________
 AK5019* NAD 83(1986)-  28 29 42.     (N)    081 19 50.     (W)     SCALED    
 AK5019* NAVD 88     -        30.754  (meters)     100.90   (feet)  ADJUSTED  
 AK5019  ___________________________________________________________________
 AK5019  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AK5019  DYNAMIC HT  -          30.709 (meters)     100.75  (feet)  COMP
 AK5019  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 AK5019
 AK5019  VERT ORDER  -  FIRST     CLASS II
 AK5019
 AK5019.The horizontal coordinates were scaled from a topographic map and have
 AK5019.an estimated accuracy of +/- 6 seconds.
 AK5019
 AK5019.The orthometric height was determined by differential leveling
 AK5019.and adjusted by the National Geodetic Survey in June 1991..
 AK5019
 AK5019.The geoid height was determined by GEOID03.
 AK5019
 AK5019.The dynamic height is computed by dividing the NAVD 88
 AK5019.geopotential number by the normal gravity value computed on the
 AK5019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5019.degrees latitude (g = 980.6199 gals.).
 AK5019
 AK5019.The modeled gravity was interpolated from observed gravity values.
 AK5019
 AK5019;                    North         East    Units  Estimated Accuracy
 AK5019;SPC FL E     -   461,110.      167,640.      MT  (+/- 180 meters Scaled)
 AK5019
 AK5019                          SUPERSEDED SURVEY CONTROL
 AK5019
 AK5019  NGVD 29 (??/??/92)   31.040  (m)          101.84   (f) ADJ UNCH    1 2
 AK5019
 AK5019.Superseded values are not recommended for survey control.
 AK5019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5019.See file dsdata.txt to determine how the superseded data were derived.
 AK5019
 AK5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM676520(NAD 83)
 AK5019_MARKER: DD = SURVEY DISK
 AK5019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5019_SP_SET: WELL
 AK5019_STAMPING: AL 35
 AK5019_MARK LOGO: FLGS  
 AK5019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5019
 AK5019  HISTORY     - Date     Condition        Report By
 AK5019  HISTORY     - UNK      MONUMENTED       FLGS
 AK5019  HISTORY     - 1952     GOOD             NGS
 AK5019  HISTORY     - 1987     GOOD             USPSQD
 AK5019  HISTORY     - 19900619 GOOD             FL-095
 AK5019  HISTORY     - 19960316 GOOD             USPSQD
 AK5019  HISTORY     - 19980530 GOOD             USPSQD
 AK5019
 AK5019                          STATION DESCRIPTION
 AK5019
 AK5019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK5019'AT CONWAY.
 AK5019'AT CONWAY, ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE
 AK5019'METHODIST CHURCH, SET IN CENTER OF JUNCTION OF HIGHWAY AND A PAVED
 AK5019'ROAD LEADING EAST, 138 FEET NORTHEAST OF NORTHEAST CORNER OF
 AK5019'BAPTIST CHURCH AND SET IN CONCRETE IN A WELL WITH COVER MARKED
 AK5019'CORNER AND ABOUT 4 INCHES BELOW PAVEMENT.
 AK5019
 AK5019                          STATION RECOVERY (1987)
 AK5019
 AK5019'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK5019'RECOVERED IN GOOD CONDITION.
 AK5019
 AK5019                          STATION RECOVERY (1990)
 AK5019
 AK5019'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1990
 AK5019'3-INCH FLORIDA GEODETIC SURVEY BRASS DISK SET IN CONCRETE IN A WELL
 AK5019'BOX IN THE CENTER OF THE INTERSECTION OF CONWAY ROAD AND GATLIN
 AK5019'AVENUE (IN THE CENTER LINES OF BOTH ROADS), ABOUT 0.50 MI (0.80 KM)
 AK5019'SOUTH OF METHODIST CHURCH.  T23S, R30E, SECTION 17.  (DESCRIPTION
 AK5019'SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK5019
 AK5019                          STATION RECOVERY (1996)
 AK5019
 AK5019'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK5019'RECOVERED IN GOOD CONDITION.
 AK5019
 AK5019                          STATION RECOVERY (1998)
 AK5019
 AK5019'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK5019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1778 ***********************************************************************
 AK1778  DESIGNATION -  AL 36
 AK1778  PID         -  AK1778
 AK1778  STATE/COUNTY-  FL/ORANGE
 AK1778  USGS QUAD   -  PINE CASTLE (1980)
 AK1778
 AK1778                         *CURRENT SURVEY CONTROL
 AK1778  ___________________________________________________________________
 AK1778* NAD 83(1986)-  28 29 16.     (N)    081 19 50.     (W)     SCALED    
 AK1778* NAVD 88     -        31.916  (meters)     104.71   (feet)  ADJUSTED  
 AK1778  ___________________________________________________________________
 AK1778  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AK1778  DYNAMIC HT  -          31.870 (meters)     104.56  (feet)  COMP
 AK1778  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AK1778
 AK1778  VERT ORDER  -  FIRST     CLASS II
 AK1778
 AK1778.The horizontal coordinates were scaled from a topographic map and have
 AK1778.an estimated accuracy of +/- 6 seconds.
 AK1778
 AK1778.The orthometric height was determined by differential leveling
 AK1778.and adjusted by the National Geodetic Survey in June 1991..
 AK1778
 AK1778.The geoid height was determined by GEOID03.
 AK1778
 AK1778.The dynamic height is computed by dividing the NAVD 88
 AK1778.geopotential number by the normal gravity value computed on the
 AK1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1778.degrees latitude (g = 980.6199 gals.).
 AK1778
 AK1778.The modeled gravity was interpolated from observed gravity values.
 AK1778
 AK1778;                    North         East    Units  Estimated Accuracy
 AK1778;SPC FL E     -   460,310.      167,640.      MT  (+/- 180 meters Scaled)
 AK1778
 AK1778                          SUPERSEDED SURVEY CONTROL
 AK1778
 AK1778  NGVD 29 (??/??/92)   32.202  (m)          105.65   (f) ADJ UNCH    1 2
 AK1778
 AK1778.Superseded values are not recommended for survey control.
 AK1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1778.See file dsdata.txt to determine how the superseded data were derived.
 AK1778
 AK1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM676512(NAD 83)
 AK1778_MARKER: DD = SURVEY DISK
 AK1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1778_SP_SET: WELL
 AK1778_STAMPING: AL 36
 AK1778_MARK LOGO: FLGS  
 AK1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1778
 AK1778  HISTORY     - Date     Condition        Report By
 AK1778  HISTORY     - UNK      MONUMENTED       FLGS
 AK1778  HISTORY     - 1952     GOOD             NGS
 AK1778  HISTORY     - 1987     GOOD             USPSQD
 AK1778  HISTORY     - 19900619 GOOD             FL-095
 AK1778  HISTORY     - 19960316 GOOD             USPSQD
 AK1778  HISTORY     - 19980530 GOOD             USPSQD
 AK1778
 AK1778                          STATION DESCRIPTION
 AK1778
 AK1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK1778'1 MI S FROM CONWAY.
 AK1778'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 15 FROM THE METHODIST
 AK1778'CHURCH, AT CENTER OF JUNCTION OF HIGHWAY AND A PAVED ROAD LEADING
 AK1778'EAST (SIMMONS ROAD), 60 FEET WEST-SOUTHWEST OF THE WEST END
 AK1778'OF THE NORTH HEAD WALL OF A CULVERT ON SIMMONS ROAD AND SET
 AK1778'IN CONCRETE IN A WELL WITH COVER MARKED CORNER AND ABOUT 4
 AK1778'INCHES BELOW PAVEMENT.
 AK1778
 AK1778                          STATION RECOVERY (1987)
 AK1778
 AK1778'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK1778'RECOVERED IN GOOD CONDITION.
 AK1778
 AK1778                          STATION RECOVERY (1990)
 AK1778
 AK1778'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1990
 AK1778'3-INCH FLORIDA GEODETIC SURVEY BRASS DISK SET IN CONCRETE IN A WELL
 AK1778'BOX IN THE CENTER OF THE T-INTERSECTION OF CONWAY ROAD AND SIMMONS
 AK1778'ROAD (IN THE CENTER LINES OF BOTH ROADS), ABOUT 200 FT (61.0 M) SOUTH
 AK1778'OF THE CENTER LINE OF FLAGG STREET, ABOUT 55 FT (16.8 M) EAST OF A
 AK1778'WOOD BLOCK PILLAR 6-FT FENCE, ABOUT 1.0 MI (1.6 KM) SOUTH OF
 AK1778'METHODIST CHURCH.  T23S, R30E, SECTION 17.  (DESCRIPTION SOURCE--THE
 AK1778'ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK1778
 AK1778                          STATION RECOVERY (1996)
 AK1778
 AK1778'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK1778'RECOVERED IN GOOD CONDITION.
 AK1778
 AK1778                          STATION RECOVERY (1998)
 AK1778
 AK1778'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1781 ***********************************************************************
 AK1781  DESIGNATION -  AL 37
 AK1781  PID         -  AK1781
 AK1781  STATE/COUNTY-  FL/ORANGE
 AK1781  USGS QUAD   -  PINE CASTLE (1980)
 AK1781
 AK1781                         *CURRENT SURVEY CONTROL
 AK1781  ___________________________________________________________________
 AK1781* NAD 83(1986)-  28 28 50.     (N)    081 19 50.     (W)     SCALED    
 AK1781* NAVD 88     -        30.622  (meters)     100.47   (feet)  ADJUSTED  
 AK1781  ___________________________________________________________________
 AK1781  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AK1781  DYNAMIC HT  -          30.577 (meters)     100.32  (feet)  COMP
 AK1781  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 AK1781
 AK1781  VERT ORDER  -  FIRST     CLASS II
 AK1781
 AK1781.The horizontal coordinates were scaled from a topographic map and have
 AK1781.an estimated accuracy of +/- 6 seconds.
 AK1781
 AK1781.The orthometric height was determined by differential leveling
 AK1781.and adjusted by the National Geodetic Survey in June 1991..
 AK1781
 AK1781.The geoid height was determined by GEOID03.
 AK1781
 AK1781.The dynamic height is computed by dividing the NAVD 88
 AK1781.geopotential number by the normal gravity value computed on the
 AK1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1781.degrees latitude (g = 980.6199 gals.).
 AK1781
 AK1781.The modeled gravity was interpolated from observed gravity values.
 AK1781
 AK1781;                    North         East    Units  Estimated Accuracy
 AK1781;SPC FL E     -   459,510.      167,630.      MT  (+/- 180 meters Scaled)
 AK1781
 AK1781                          SUPERSEDED SURVEY CONTROL
 AK1781
 AK1781  NGVD 29 (??/??/92)   30.907  (m)          101.40   (f) ADJ UNCH    1 2
 AK1781
 AK1781.Superseded values are not recommended for survey control.
 AK1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1781.See file dsdata.txt to determine how the superseded data were derived.
 AK1781
 AK1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM676504(NAD 83)
 AK1781_MARKER: DD = SURVEY DISK
 AK1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1781_STAMPING: AL 37
 AK1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1781+STABILITY: SURFACE MOTION
 AK1781
 AK1781  HISTORY     - Date     Condition        Report By
 AK1781  HISTORY     - UNK      MONUMENTED       FLGS
 AK1781  HISTORY     - 1952     GOOD             NGS
 AK1781  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 AK1781
 AK1781                          STATION DESCRIPTION
 AK1781
 AK1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK1781'1.6 MI S FROM CONWAY.
 AK1781'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 15 FROM METHODIST
 AK1781'CHURCH AT CONWAY, AT JUNCTION OF OAK ISLAND ROAD, AT A SMALL
 AK1781'TRAFFIC CIRCLE, 32.6 FEET EAST OF CENTER LINE OF HIGHWAY, 32.5
 AK1781'FEET SOUTH OF EXTENDED CENTER LINE OF OAK ISLAND ROAD, 12 FEET
 AK1781'EAST-NORTHEAST OF A POWER POLE, 49 FEET SOUTHEAST OF A WELL
 AK1781'WITH COVER MARKED CORNER WHICH IS IN CENTER OF TRAFFIC CIRCLE,
 AK1781'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES.
 AK1781'NOTE-- MARK IS ABOUT 2.8 MILES EAST ALONG OAK ISLAND ROAD FROM
 AK1781'THE ATLANTIC COAST LINE RAILROAD STATION AT PINE CASTLE.
 AK1781
 AK1781                          STATION RECOVERY (1998)
 AK1781
 AK1781'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA6761 ***********************************************************************
 AA6761  DESIGNATION -  AL 42
 AA6761  PID         -  AA6761
 AA6761  STATE/COUNTY-  FL/ORANGE
 AA6761  USGS QUAD   -  PINE CASTLE (1980)
 AA6761
 AA6761                         *CURRENT SURVEY CONTROL
 AA6761  ___________________________________________________________________
 AA6761* NAD 83(1986)-  28 27 06.     (N)    081 15 59.     (W)     SCALED    
 AA6761* NAVD 88     -        26.611  (meters)      87.31   (feet)  ADJUSTED  
 AA6761  ___________________________________________________________________
 AA6761  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA6761  DYNAMIC HT  -          26.572 (meters)      87.18  (feet)  COMP
 AA6761  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AA6761
 AA6761  VERT ORDER  -  SECOND    CLASS I
 AA6761
 AA6761.The horizontal coordinates were scaled from a topographic map and have
 AA6761.an estimated accuracy of +/- 6 seconds.
 AA6761
 AA6761.The orthometric height was determined by differential leveling
 AA6761.and adjusted by the National Geodetic Survey in December 1995..
 AA6761
 AA6761.The geoid height was determined by GEOID03.
 AA6761
 AA6761.The dynamic height is computed by dividing the NAVD 88
 AA6761.geopotential number by the normal gravity value computed on the
 AA6761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6761.degrees latitude (g = 980.6199 gals.).
 AA6761
 AA6761.The modeled gravity was interpolated from observed gravity values.
 AA6761
 AA6761;                    North         East    Units  Estimated Accuracy
 AA6761;SPC FL E     -   456,290.      173,910.      MT  (+/- 180 meters Scaled)
 AA6761
 AA6761                          SUPERSEDED SURVEY CONTROL
 AA6761
 AA6761.No superseded survey control is available for this station.
 AA6761
 AA6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM739472(NAD 83)
 AA6761_MARKER: DD = SURVEY DISK
 AA6761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6761_SP_SET: CONCRETE POST
 AA6761_STAMPING: AL 42
 AA6761_MARK LOGO: CGS+SS
 AA6761_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA6761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6761+STABILITY: SURFACE MOTION
 AA6761
 AA6761  HISTORY     - Date     Condition        Report By
 AA6761  HISTORY     - 1989     MONUMENTED       FLGS
 AA6761  HISTORY     - 19890713 GOOD             FL-095
 AA6761
 AA6761                          STATION DESCRIPTION
 AA6761
 AA6761'DESCRIBED BY ORANGE COUNTY FLORIDA 1989
 AA6761'NARCOOSSEE, 11.5 MI (18.5 KM) NORTH OF POST OFFICE, ALONG STATE
 AA6761'HIGHWAY 15, 3.0 MI (4.8 KM) NORTH OF ROAD TO MAGNOLIA TOWER, NEAR 1/4
 AA6761'CORNER BETWEEN SECTION 25 AND 26, TOWNSHIP 23 SOUTH, RANGE 30 EAST, 52
 AA6761'FT (15.8 M) NORTH OF T-RD 2, 66 FT (20.1 M) NW ALONG EAST RIGHT-OF-WAY
 AA6761'FENCE FROM CORNER OF T-FENCE EAST, AND 31 FT (9.4 M) NW OF POLE NO.
 AA6761'39, 1 FT (0.3 M) WEST OF FENCE.  IN CONCRETE POST, CGS AND STATE
 AA6761'SURVEY STANDARD DISK STAMPED (AL 42).  SITE SUITABILITY FOR GPS
 AA6761'OCCUPATION NOT DETERMINED.  (DESCRIPTION SOURCE--THE ORANGE COUNTY
 AA6761'ENGINEERING DEPARTMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6731 ***********************************************************************
 AK6731  DESIGNATION -  AL 43
 AK6731  PID         -  AK6731
 AK6731  STATE/COUNTY-  FL/ORANGE
 AK6731  USGS QUAD   -  NARCOOSSEE NW (1980)
 AK6731
 AK6731                         *CURRENT SURVEY CONTROL
 AK6731  ___________________________________________________________________
 AK6731* NAD 83(1990)-  28 25 18.86371(N)    081 14 52.01585(W)     ADJUSTED  
 AK6731* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AK6731  ___________________________________________________________________
 AK6731  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AK6731  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AK6731
 AK6731  HORZ ORDER  -  SECOND
 AK6731
 AK6731.The horizontal coordinates were established by classical geodetic methods
 AK6731.and adjusted by the National Geodetic Survey in May 1991..
 AK6731
 AK6731.The orthometric height was scaled from a topographic map.
 AK6731
 AK6731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6731
 AK6731.The geoid height was determined by GEOID03.
 AK6731
 AK6731;                    North         East     Units Scale Factor Converg.
 AK6731;SPC FL E     -   452,988.115   175,724.654   MT  0.99994845   -0 07 04.6
 AK6731;SPC FL E     - 1,486,178.51    576,523.30   sFT  0.99994845   -0 07 04.6
 AK6731;UTM  17      - 3,143,965.539   475,732.937   MT  0.99960727   -0 07 04.6
 AK6731
 AK6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6731!SPC FL E     -   1.00000020  x   0.99994845  =   0.99994865
 AK6731!UTM  17      -   1.00000020  x   0.99960727  =   0.99960747
 AK6731
 AK6731|---------------------------------------------------------------------|
 AK6731| PID    Reference Object                     Distance      Geod. Az  |
 AK6731|                                                           dddmmss.s |
 AK6731| CW6697 AL 43 RM 1                           48.616 METERS 10751     |
 AK6731| AK6730 NARCOOSEE                           APPROX.12.7 KM 1754229.7 |
 AK6731| CW6698 AL 43 RM 2                           42.992 METERS 28237     |
 AK6731|---------------------------------------------------------------------|
 AK6731
 AK6731                          SUPERSEDED SURVEY CONTROL
 AK6731
 AK6731  NAD 83(1986)-  28 25 18.87108(N)    081 14 52.03040(W) AD(       ) 2
 AK6731  NAD 27      -  28 25 17.84600(N)    081 14 52.78500(W) AD(       ) 2
 AK6731
 AK6731.Superseded values are not recommended for survey control.
 AK6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6731.See file dsdata.txt to determine how the superseded data were derived.
 AK6731
 AK6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7573343966(NAD 83)
 AK6731_MARKER: DD = SURVEY DISK
 AK6731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6731
 AK6731  HISTORY     - Date     Condition        Report By
 AK6731  HISTORY     - 1934     MONUMENTED       FLGS
 AK6731  HISTORY     - 1936     GOOD             FLGS
 AK6731
 AK6731                          STATION DESCRIPTION
 AK6731
 AK6731'DESCRIBED BY FLORIDA GEODETIC SURVEY 1936 (RLP)
 AK6731'STATION IS A TRAVERSE MONUMENT ESTABLISHED BY THE STATE SURVEYS
 AK6731'IN 1935.  ABOUT 14 MILES BY ROAD SE OF ORLANDO, ON THE W SIDE OF
 AK6731'STATE ROUTE 29, IN THE SE ANGLE OF A SMALL TRIANGULAR PARK AT THE
 AK6731'INTERSECTION OF STATE ROUTE 29 AND T-ROAD W.  IT IS 30 FEET W OF
 AK6731'THE CENTER LINE OF STATE ROUTE 29, 40 FEET NE OF THE SW DRIVE OF
 AK6731'T-ROAD, 121 FEET NNW OF INTERSECTION OF PAVING OF STATE ROUTE 29
 AK6731'AND THE SW DRIVE.  MARK IS A STANDARD BRONZE DISK USED BY THE
 AK6731'STATE SURVEYS WHICH IS SET IN THE TOP OF A 6-INCH SQUARE
 AK6731'CONCRETE POST.  MARK WAS REINFORCED WITH CONCRETE TO FORM A
 AK6731'14-INCH SQUARE POST.  THERE IS NO UNDERGROUND MARK.  STATION
 AK6731'MARK PROJECTS 16 INCHES.  IT WAS STAMPED USC AND GS 1936.
 AK6731'
 AK6731'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AK6731'
 AK6731'REFERENCE MARK NO.1 IS SE OF THE STATION, 36 FEET E OF THE
 AK6731'CENTER LINE OF STATE ROUTE 29, 4 FEET E OF FENCE LINE.  MARK
 AK6731'PROJECTS 4 INCHES.
 AK6731'
 AK6731'REFERENCE MARK NO.2 IS NW OF THE STATION, IN THE WESTERN ANGLE
 AK6731'OF PARK, 27 FEET SE OF THE CENTER LINE OF NW DRIVE, 37 FEET NE OF
 AK6731'THE CENTER LINE OF THE SW DRIVE, 48 FEET E OF THE INTERSECTION OF
 AK6731'THE TWO DRIVES.  MARK PROJECTS 2 INCHES.
 AK6731'
 AK6731'AZIMUTH MARK (AL 44 FLGS) IS SSE OF THE STATION, 10 PACES E OF
 AK6731'THE CENTER LINE OF STATE ROUTE 29, 22 PACES N OF CONCRETE
 AK6731'CULVERT.  MARK IS A STANDARD BRONZE DISK USED BY THE STATE
 AK6731'SURVEYS SET IN 6-INCH SQUARE CONCRETE POST.  MARK PROJECTS 16
 AK6731'INCHES.
 AK6731'
 AK6731'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 92 AND
 AK6731'STATE ROUTE 29, WHICH IS 0.9 MILE SE OF THE TRAFFIC TOWER IN
 AK6731'ORLANDO, GO SE ON STATE ROUTE 29, 13.0 MILES TO A SMALL TRIANGULAR
 AK6731'PARK ON W SIDE OF ROAD AT T-ROAD INTERSECTION AND STATION.
 AK6731'
 AK6731'ALL LIGHTS COME INTO VIEW AT 65 FEET.
 AK6731'
 AK6731'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6196 ***********************************************************************
 DG6196  DESIGNATION -  AL 47
 DG6196  PID         -  DG6196
 DG6196  STATE/COUNTY-  FL/ORANGE
 DG6196  USGS QUAD   -  NARCOOSSEE (1970)
 DG6196
 DG6196                         *CURRENT SURVEY CONTROL
 DG6196  ___________________________________________________________________
 DG6196* NAD 83(1986)-  28 21 49.     (N)    081 14 40.     (W)     SCALED    
 DG6196* NAVD 88     -        24.671  (meters)      80.94   (feet)  ADJUSTED  
 DG6196  ___________________________________________________________________
 DG6196  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DG6196  DYNAMIC HT  -          24.635 (meters)      80.82  (feet)  COMP
 DG6196  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 DG6196
 DG6196  VERT ORDER  -  SECOND    CLASS I
 DG6196
 DG6196.The horizontal coordinates were scaled from a topographic map and have
 DG6196.an estimated accuracy of +/- 6 seconds.
 DG6196
 DG6196.The orthometric height was determined by differential leveling
 DG6196.and adjusted by the National Geodetic Survey in September 2004..
 DG6196.No vertical observational check was made to the station.
 DG6196
 DG6196.The geoid height was determined by GEOID03.
 DG6196
 DG6196.The dynamic height is computed by dividing the NAVD 88
 DG6196.geopotential number by the normal gravity value computed on the
 DG6196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6196.degrees latitude (g = 980.6199 gals.).
 DG6196
 DG6196.The modeled gravity was interpolated from observed gravity values.
 DG6196
 DG6196;                    North         East    Units  Estimated Accuracy
 DG6196;SPC FL E     -   446,530.      176,040.      MT  (+/- 180 meters Scaled)
 DG6196
 DG6196                          SUPERSEDED SURVEY CONTROL
 DG6196
 DG6196.No superseded survey control is available for this station.
 DG6196
 DG6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM760375(NAD 83)
 DG6196_MARKER: DD = SURVEY DISK
 DG6196_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6196_STAMPING: AL 47
 DG6196_MARK LOGO: CGS+SS
 DG6196_PROJECTION: PROJECTING 30 CENTIMETERS
 DG6196_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6196+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 DG6196
 DG6196  HISTORY     - Date     Condition        Report By
 DG6196  HISTORY     - UNK      MONUMENTED       CGS+SS
 DG6196  HISTORY     - 20030205 GOOD             FLDEP
 DG6196
 DG6196                          STATION DESCRIPTION
 DG6196
 DG6196'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6196'THE MARK IS ABOUT 19.1 MI SOUTH OF ORLANDO, 8.7 MI NORTH OF ASHTON,
 DG6196'5.2 MI NORTH OF  NARCOOSSEE, IN SECTION 30, TOWNSHIP 24 SOUTH, RANGE
 DG6196'31 EAST.
 DG6196' 
 DG6196'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 551 (NEW GOLDENROD
 DG6196'ROAD) AND STATE  ROAD 15 (HOFFNER AVENUE, NARCOOSSEE ROAD) ON THE
 DG6196'SOUTHEAST SIDE OF ORLANDO, GO  SOUTHEAST ON STATE ROAD 15 (HOFFNER
 DG6196'AVENUE, NARCOOSSEE ROAD) FOR 2.5 MI TO THE  OVERPASS OF STATE ROAD 528
 DG6196'(BEELINE EXPRESSWAY), CONTINUE SOUTHEAST ON STATE ROAD 15  (NARCOOSSEE
 DG6196'ROAD) FOR 3.85 MI TO THE OVERPASS OF STATE ROAD 417 (CENTRAL FLORIDA
 DG6196'GREENWAY, A TOLL ROAD), CONTINUE SOUTH ON STATE ROAD 15 (NARCOOSSEE
 DG6196'ROAD) FOR 2.6 MI TO  THE JUNCTION OF A DIRT ROAD ON THE LEFT AND THE
 DG6196'MARK ON THE RIGHT, SET IN TOP OF AN 8-INCH  SQUARE PREFABRICATED
 DG6196'CONCRETE MONUMENT PROJECTING 1.0 FT ABOVE THE LEVEL OF THE  GROUND AND
 DG6196'ABOVE THE LEVEL OF STATE ROAD 15.
 DG6196' 
 DG6196'LOCATED 43.3 FT WEST OF THE CENTERLINE OF STATE ROAD 15, 8.5 FT SOUTH
 DG6196'OF THE APPROXIMATE  CENTERLINE OF A FIELD ENTRANCE ROAD AND A METAL
 DG6196'GATE, 2.2 FT WEST OF A CARSONITE WITNESS  POST, 2.0 FT WEST OF THE
 DG6196'NORTHEAST CORNER OF A BARBWIRE FENCE AND 0.5 FT NORTH OF A  BARBWIRE
 DG6196'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0430 ***********************************************************************
 AK0430  DESIGNATION -  AL 5
 AK0430  PID         -  AK0430
 AK0430  STATE/COUNTY-  FL/ORANGE
 AK0430  USGS QUAD   -  ORLANDO EAST (1980)
 AK0430
 AK0430                         *CURRENT SURVEY CONTROL
 AK0430  ___________________________________________________________________
 AK0430* NAD 83(1986)-  28 33 33.     (N)    081 18 27.     (W)     SCALED    
 AK0430* NAVD 88     -        29.561  (meters)      96.98   (feet)  ADJUSTED  
 AK0430  ___________________________________________________________________
 AK0430  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AK0430  DYNAMIC HT  -          29.518 (meters)      96.84  (feet)  COMP
 AK0430  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 AK0430
 AK0430  VERT ORDER  -  SECOND    CLASS 0
 AK0430
 AK0430.The horizontal coordinates were scaled from a topographic map and have
 AK0430.an estimated accuracy of +/- 6 seconds.
 AK0430
 AK0430.The orthometric height was determined by differential leveling
 AK0430.and adjusted by the National Geodetic Survey in June 1991..
 AK0430
 AK0430.The geoid height was determined by GEOID03.
 AK0430
 AK0430.The dynamic height is computed by dividing the NAVD 88
 AK0430.geopotential number by the normal gravity value computed on the
 AK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0430.degrees latitude (g = 980.6199 gals.).
 AK0430
 AK0430.The modeled gravity was interpolated from observed gravity values.
 AK0430
 AK0430;                    North         East    Units  Estimated Accuracy
 AK0430;SPC FL E     -   468,210.      169,910.      MT  (+/- 180 meters Scaled)
 AK0430
 AK0430                          SUPERSEDED SURVEY CONTROL
 AK0430
 AK0430  NGVD 29 (??/??/92)   29.858  (m)           97.96   (f) ADJ UNCH    2 0
 AK0430
 AK0430.Superseded values are not recommended for survey control.
 AK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0430.See file dsdata.txt to determine how the superseded data were derived.
 AK0430
 AK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM699591(NAD 83)
 AK0430_MARKER: DB = BENCH MARK DISK
 AK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0430_STAMPING: AL 5
 AK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0430+STABILITY: SURFACE MOTION
 AK0430
 AK0430  HISTORY     - Date     Condition        Report By
 AK0430  HISTORY     - UNK      MONUMENTED       CGS
 AK0430  HISTORY     - 1962     GOOD             NGS
 AK0430  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0430
 AK0430                          STATION DESCRIPTION
 AK0430
 AK0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK0430'AT ORLANDO.
 AK0430'4.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 AK0430'ORLANDO, ORANGE COUNTY, 2.9 MILES WEST OF UNION PARK SCHOOL,
 AK0430'AT THE JUNCTION OF A ROAD LEADING TO CONWAY, 44 FEET WEST OF THE
 AK0430'CENTERLINE OF THE ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE
 AK0430'HIGHWAY, AND 9.3 FEET NORTHEAST OF THE HIGHWAY RIGHT OF WAY
 AK0430'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED AL 5 AND SET IN
 AK0430'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 AK0430
 AK0430                          STATION RECOVERY (1996)
 AK0430
 AK0430'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0425 ***********************************************************************
 AK0425  DESIGNATION -  AL 6
 AK0425  PID         -  AK0425
 AK0425  STATE/COUNTY-  FL/ORANGE
 AK0425  USGS QUAD   -  ORLANDO EAST (1980)
 AK0425
 AK0425                         *CURRENT SURVEY CONTROL
 AK0425  ___________________________________________________________________
 AK0425* NAD 83(1986)-  28 34 06.     (N)    081 17 10.     (W)     SCALED    
 AK0425* NAVD 88     -        24.620  (meters)      80.77   (feet)  ADJUSTED  
 AK0425  ___________________________________________________________________
 AK0425  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AK0425  DYNAMIC HT  -          24.584 (meters)      80.66  (feet)  COMP
 AK0425  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 AK0425
 AK0425  VERT ORDER  -  SECOND    CLASS 0
 AK0425
 AK0425.The horizontal coordinates were scaled from a topographic map and have
 AK0425.an estimated accuracy of +/- 6 seconds.
 AK0425
 AK0425.The orthometric height was determined by differential leveling
 AK0425.and adjusted by the National Geodetic Survey in June 1991..
 AK0425
 AK0425.The geoid height was determined by GEOID03.
 AK0425
 AK0425.The dynamic height is computed by dividing the NAVD 88
 AK0425.geopotential number by the normal gravity value computed on the
 AK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0425.degrees latitude (g = 980.6199 gals.).
 AK0425
 AK0425.The modeled gravity was interpolated from observed gravity values.
 AK0425
 AK0425;                    North         East    Units  Estimated Accuracy
 AK0425;SPC FL E     -   469,220.      172,010.      MT  (+/- 180 meters Scaled)
 AK0425
 AK0425                          SUPERSEDED SURVEY CONTROL
 AK0425
 AK0425  NGVD 29 (??/??/92)   24.92   (m)           81.8    (f) COMPUTED    2 0
 AK0425
 AK0425.Superseded values are not recommended for survey control.
 AK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0425.See file dsdata.txt to determine how the superseded data were derived.
 AK0425
 AK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM720601(NAD 83)
 AK0425_MARKER: DB = BENCH MARK DISK
 AK0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0425_STAMPING: A L-6
 AK0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0425+STABILITY: SURFACE MOTION
 AK0425
 AK0425  HISTORY     - Date     Condition        Report By
 AK0425  HISTORY     - UNK      MONUMENTED       CGS
 AK0425  HISTORY     - 1934     GOOD             NGS
 AK0425  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0425
 AK0425                          STATION DESCRIPTION
 AK0425
 AK0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AK0425'6.4 MI E FROM ORLANDO.
 AK0425'6.4 MILES EAST OF THE ORLANDO POST OFFICE, 1.3 MILES WEST OF
 AK0425'UNION PARK SCHOOL, 150 YARDS WEST OF A SINCLAIR OIL CO., SERVICE
 AK0425'STATION, 47 FT. NORTH OF CENTERLINE OF STATE RD. NO. 22, 34 FT.
 AK0425'EAST OF CENTERLINE OF ROAD TO GOLDEN ROD AND NORCOOSSEE.  STANDARD
 AK0425'TABLET SET IN TOP OF CONCRETE POST 8 IN HIGH.
 AK0425
 AK0425                          STATION RECOVERY (1996)
 AK0425
 AK0425'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0466 ***********************************************************************
 AK0466  DESIGNATION -  AL 7
 AK0466  PID         -  AK0466
 AK0466  STATE/COUNTY-  FL/ORANGE
 AK0466  USGS QUAD   -  OVIEDO SW (1980)
 AK0466
 AK0466                         *CURRENT SURVEY CONTROL
 AK0466  ___________________________________________________________________
 AK0466* NAD 83(1986)-  28 34 08.     (N)    081 14 41.     (W)     SCALED    
 AK0466* NAVD 88     -        22.006  (meters)      72.20   (feet)  ADJUSTED  
 AK0466  ___________________________________________________________________
 AK0466  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AK0466  DYNAMIC HT  -          21.974 (meters)      72.09  (feet)  COMP
 AK0466  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 AK0466
 AK0466  VERT ORDER  -  SECOND    CLASS 0
 AK0466
 AK0466.The horizontal coordinates were scaled from a topographic map and have
 AK0466.an estimated accuracy of +/- 6 seconds.
 AK0466
 AK0466.The orthometric height was determined by differential leveling
 AK0466.and adjusted by the National Geodetic Survey in June 1991..
 AK0466
 AK0466.The geoid height was determined by GEOID03.
 AK0466
 AK0466.The dynamic height is computed by dividing the NAVD 88
 AK0466.geopotential number by the normal gravity value computed on the
 AK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0466.degrees latitude (g = 980.6199 gals.).
 AK0466
 AK0466.The modeled gravity was interpolated from observed gravity values.
 AK0466
 AK0466;                    North         East    Units  Estimated Accuracy
 AK0466;SPC FL E     -   469,280.      176,060.      MT  (+/- 180 meters Scaled)
 AK0466
 AK0466                          SUPERSEDED SURVEY CONTROL
 AK0466
 AK0466  NGVD 29 (??/??/92)   22.32   (m)           73.2    (f) COMPUTED    2 0
 AK0466
 AK0466.Superseded values are not recommended for survey control.
 AK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0466.See file dsdata.txt to determine how the superseded data were derived.
 AK0466
 AK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM760602(NAD 83)
 AK0466_MARKER: DB = BENCH MARK DISK
 AK0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0466_STAMPING: A L-7
 AK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0466+STABILITY: SURFACE MOTION
 AK0466
 AK0466  HISTORY     - Date     Condition        Report By
 AK0466  HISTORY     - UNK      MONUMENTED       CGS
 AK0466  HISTORY     - 1934     GOOD             NGS
 AK0466  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0466
 AK0466                          STATION DESCRIPTION
 AK0466
 AK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AK0466'8.9 MI E FROM ORLANDO.
 AK0466'8.9 MILES EAST OF THE POST OFFICE AT ORLANDO, 1.3 MILES EAST
 AK0466'OF UNION PARK SCHOOL, 175 YARDS WEST OF A GULF OIL CO., SERVICE
 AK0466'STATION, 75 FT. EAST OF CENTERLINE OF ROAD THAT CROSSES HIGHWAY
 AK0466'TO LAKE GEORGE AND CURRY FORD, 32 FT. SOUTH OF CENTERLINE OF
 AK0466'STATE RD. NO. 22.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 AK0466'9 INCH HIGH.
 AK0466
 AK0466                          STATION RECOVERY (1996)
 AK0466
 AK0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0467 ***********************************************************************
 AK0467  DESIGNATION -  AL 7 RESET 1947
 AK0467  PID         -  AK0467
 AK0467  STATE/COUNTY-  FL/ORANGE
 AK0467  USGS QUAD   -  OVIEDO SW (1980)
 AK0467
 AK0467                         *CURRENT SURVEY CONTROL
 AK0467  ___________________________________________________________________
 AK0467* NAD 83(1986)-  28 34 08.     (N)    081 14 41.     (W)     SCALED    
 AK0467* NAVD 88     -        22.08   (meters)      72.4    (feet)  RESET     
 AK0467  ___________________________________________________________________
 AK0467  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AK0467
 AK0467  VERT ORDER  -  THIRD
 AK0467
 AK0467.The horizontal coordinates were scaled from a topographic map and have
 AK0467.an estimated accuracy of +/- 6 seconds.
 AK0467
 AK0467.The orthometric height was computed from unverified reset data.
 AK0467
 AK0467.The geoid height was determined by GEOID03.
 AK0467
 AK0467;                    North         East    Units  Estimated Accuracy
 AK0467;SPC FL E     -   469,280.      176,060.      MT  (+/- 180 meters Scaled)
 AK0467
 AK0467                          SUPERSEDED SURVEY CONTROL
 AK0467
 AK0467  NGVD 29 (??/??/??)   22.39   (m)           73.5    (f) RESET       3  
 AK0467
 AK0467.Superseded values are not recommended for survey control.
 AK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0467.See file dsdata.txt to determine how the superseded data were derived.
 AK0467
 AK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM760602(NAD 83)
 AK0467_MARKER: DD = SURVEY DISK
 AK0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0467_STAMPING: AL 7 RESET 1947
 AK0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0467+STABILITY: SURFACE MOTION
 AK0467
 AK0467  HISTORY     - Date     Condition        Report By
 AK0467  HISTORY     - 1947     MONUMENTED       FLHD
 AK0467  HISTORY     - 1975     POOR             LOCENG
 AK0467  HISTORY     - 1985     POOR             LOCSUR
 AK0467  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 AK0467
 AK0467                          STATION DESCRIPTION
 AK0467
 AK0467'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1947
 AK0467'8.9 MI E FROM ORLANDO.
 AK0467'8.9 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 AK0467'ORLANDO, ORANGE COUNTY, 1.3 MILES EAST OF THE SILVER STAR BAR
 AK0467'AND RESTAURANT, AT THE JUNCTION OF A ROAD LEADING TO LAKE GEORGE
 AK0467'93.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 78 FEET
 AK0467'EAST OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD
 AK0467'DISK, STAMPED AL 7 RESET 1947 AND SET IN THE TOP OF A CONCRETE
 AK0467'POST PROJECTING 8 INCHES ABOVE GROUND.
 AK0467
 AK0467                          STATION RECOVERY (1975)
 AK0467
 AK0467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AK0467'MARK RECOVERED IN POOR CONDITION.
 AK0467
 AK0467                          STATION RECOVERY (1985)
 AK0467
 AK0467'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AK0467'MARK RECOVERED IN POOR CONDITION.
 AK0467
 AK0467                          STATION RECOVERY (1996)
 AK0467
 AK0467'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0470 ***********************************************************************
 AK0470  DESIGNATION -  AL 8 RESET 1947
 AK0470  PID         -  AK0470
 AK0470  STATE/COUNTY-  FL/ORANGE
 AK0470  USGS QUAD   -  OVIEDO SW (1980)
 AK0470
 AK0470                         *CURRENT SURVEY CONTROL
 AK0470  ___________________________________________________________________
 AK0470* NAD 83(1986)-  28 34 08.     (N)    081 13 26.     (W)     SCALED    
 AK0470* NAVD 88     -        18.37   (+/-2cm)      60.3    (feet)  VERTCON   
 AK0470  ___________________________________________________________________
 AK0470  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AK0470
 AK0470  VERT ORDER  -  THIRD (See Below)
 AK0470
 AK0470.The horizontal coordinates were scaled from a topographic map and have
 AK0470.an estimated accuracy of +/- 6 seconds.
 AK0470
 AK0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK0470.The vertical order pertains to the NGVD 29 superseded value.
 AK0470
 AK0470.The geoid height was determined by GEOID03.
 AK0470
 AK0470;                    North         East    Units  Estimated Accuracy
 AK0470;SPC FL E     -   469,270.      178,100.      MT  (+/- 180 meters Scaled)
 AK0470
 AK0470                          SUPERSEDED SURVEY CONTROL
 AK0470
 AK0470  NGVD 29 (??/??/??)   18.69   (m)           61.3    (f) RESET       3  
 AK0470
 AK0470.Superseded values are not recommended for survey control.
 AK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0470.See file dsdata.txt to determine how the superseded data were derived.
 AK0470
 AK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM781602(NAD 83)
 AK0470_MARKER: DB = BENCH MARK DISK
 AK0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0470_STAMPING: AL 8 RESET 1947
 AK0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0470+STABILITY: SURFACE MOTION
 AK0470
 AK0470  HISTORY     - Date     Condition        Report By
 AK0470  HISTORY     - 1947     MONUMENTED       FLGS
 AK0470  HISTORY     - 1961     MARK NOT FOUND   NGS
 AK0470  HISTORY     - 19971009 MARK NOT FOUND   USPSQD
 AK0470
 AK0470                          STATION DESCRIPTION
 AK0470
 AK0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK0470'7.2 MI W FROM BITHLO.
 AK0470'7.2 MILES WEST ALONG STATE HIGHWAY 50 FROM THE CROSSING OF THE
 AK0470'FLORIDA EAST COAST RAILWAY AT BITHLO, ORANGE COUNTY, AT THE
 AK0470'JUNCTION OF A ROAD LEADING TO ROUSE, 98 FEET NORTH OF THE
 AK0470'CENTERLINE OF THE HIGHWAY, AND 45 FEET EAST OF THE CENTERLINE
 AK0470'OF THE ROAD, A STATE SURVEY STANDARD DISK, STAMPED AL 8 RESET
 AK0470'1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES
 AK0470'ABOVE GROUND.
 AK0470
 AK0470                          STATION RECOVERY (1997)
 AK0470
 AK0470'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3583 ***********************************************************************
 BE3583  DESIGNATION -  ALA
 BE3583  PID         -  BE3583
 BE3583  STATE/COUNTY-  FL/BAY
 BE3583  USGS QUAD   -  LONG POINT (1982)
 BE3583
 BE3583                         *CURRENT SURVEY CONTROL
 BE3583  ___________________________________________________________________
 BE3583* NAD 83(1990)-  30 05 35.65772(N)    085 30 22.11466(W)     ADJUSTED  
 BE3583* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BE3583  ___________________________________________________________________
 BE3583  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BE3583  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3583
 BE3583  HORZ ORDER  -  SECOND
 BE3583
 BE3583.The horizontal coordinates were established by classical geodetic methods
 BE3583.and adjusted by the National Geodetic Survey in May 1991..
 BE3583
 BE3583.The orthometric height was scaled from a topographic map.
 BE3583
 BE3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3583
 BE3583.The geoid height was determined by GEOID03.
 BE3583
 BE3583;                    North         East     Units Scale Factor Converg.
 BE3583;SPC FL N     -   121,610.380   503,018.066   MT  0.99994926   -0 30 20.2
 BE3583;SPC FL N     -   398,983.39  1,650,318.44   sFT  0.99994926   -0 30 20.2
 BE3583;UTM  16      - 3,330,058.065   643,952.347   MT  0.99985566   +0 44 57.0
 BE3583
 BE3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3583!SPC FL N     -   1.00000437  x   0.99994926  =   0.99995363
 BE3583!UTM  16      -   1.00000437  x   0.99985566  =   0.99986003
 BE3583
 BE3583|---------------------------------------------------------------------|
 BE3583| PID    Reference Object                     Distance      Geod. Az  |
 BE3583|                                                           dddmmss.s |
 BE3583| CW1706 ALA RM 2                             20.939 METERS 11227     |
 BE3583| BE3587 DIDI POINT 2                        APPROX. 1.7 KM 2700719.7 |
 BE3583| CW1705 ALA RM 1                             29.196 METERS 34131     |
 BE3583|---------------------------------------------------------------------|
 BE3583
 BE3583                          SUPERSEDED SURVEY CONTROL
 BE3583
 BE3583  NAD 83(1986)-  30 05 35.66786(N)    085 30 22.12743(W) AD(       ) 2
 BE3583  NAD 27      -  30 05 34.94300(N)    085 30 22.40600(W) AD(       ) 2
 BE3583
 BE3583.Superseded values are not recommended for survey control.
 BE3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3583.See file dsdata.txt to determine how the superseded data were derived.
 BE3583
 BE3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4395230058(NAD 83)
 BE3583_MARKER: DS = TRIANGULATION STATION DISK
 BE3583_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BE3583_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BE3583
 BE3583  HISTORY     - Date     Condition        Report By
 BE3583  HISTORY     - 1934     MONUMENTED       CGS
 BE3583  HISTORY     - 1976     MARK NOT FOUND   USGS
 BE3583
 BE3583                          STATION DESCRIPTION
 BE3583
 BE3583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WDP)
 BE3583'THIS STATION IS LOCATED ON THE N SHORE OF EAST BAY.  ABOUT 1
 BE3583'MILE E OF DIDI POINT.  ON A VERY SMALL ISLAND FORMED BY
 BE3583'EAST BAY AND THE MOUTH OF THE FIRST BAYOU EASTWARD FROM DIDI
 BE3583'POINT.  IT IS LOCATED ABOUT 10 METERS S OF THE LARGEST PINE
 BE3583'TREE ON THE ISLAND AND ABOUT 25 METERS FROM THE HIGH-WATER
 BE3583'LINE.  STATION MARK IS SET IN A 6-INCH TILE, PROJECTING ABOUT
 BE3583'6 INCHES ABOVE THE GROUND AND STAMPED ALA 1934.
 BE3583'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 BE3583'DISKS SET IN CONCRETE, IN THE TOP OF A TILE.
 BE3583'
 BE3583'REFERENCE MARK NO. 1, 1934 IS LOCATED 29.2 METERS N OF THE
 BE3583'STATION AND IS STAMPED ALA NO. 1, 1934.  REFERENCE MARK NO. 2,
 BE3583'1934 IS LOCATED 20.9 METERS SE OF THE STATION AND IS STAMPED
 BE3583'ALA NO. 2, 1934.
 BE3583'
 BE3583'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 BE3583
 BE3583                          STATION RECOVERY (1976)
 BE3583
 BE3583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BE3583'STATION WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4623 ***********************************************************************
 DG4623  DESIGNATION -  ALA I75 4 RESET
 DG4623  PID         -  DG4623
 DG4623  STATE/COUNTY-  FL/ALACHUA
 DG4623  USGS QUAD   -  MICANOPY (1988)
 DG4623
 DG4623                         *CURRENT SURVEY CONTROL
 DG4623  ___________________________________________________________________
 DG4623* NAD 83(1986)-  29 32 48.     (N)    082 19 22.     (W)     SCALED    
 DG4623* NAVD 88     -        23.609  (meters)      77.46   (feet)  ADJUSTED  
 DG4623  ___________________________________________________________________
 DG4623  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG4623  DYNAMIC HT  -          23.577 (meters)      77.35  (feet)  COMP
 DG4623  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 DG4623
 DG4623  VERT ORDER  -  SECOND    CLASS I
 DG4623
 DG4623.The horizontal coordinates were scaled from a topographic map and have
 DG4623.an estimated accuracy of +/- 6 seconds.
 DG4623
 DG4623.The orthometric height was determined by differential leveling
 DG4623.and adjusted by the National Geodetic Survey in May 2004..
 DG4623
 DG4623.The geoid height was determined by GEOID03.
 DG4623
 DG4623.The dynamic height is computed by dividing the NAVD 88
 DG4623.geopotential number by the normal gravity value computed on the
 DG4623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4623.degrees latitude (g = 980.6199 gals.).
 DG4623
 DG4623.The modeled gravity was interpolated from observed gravity values.
 DG4623
 DG4623;                    North         East    Units  Estimated Accuracy
 DG4623;SPC FL N     -    62,610.      811,010.      MT  (+/- 180 meters Scaled)
 DG4623
 DG4623                          SUPERSEDED SURVEY CONTROL
 DG4623
 DG4623.No superseded survey control is available for this station.
 DG4623
 DG4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN718692(NAD 83)
 DG4623_MARKER: DD = SURVEY DISK
 DG4623_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4623_SP_SET: DRAIN BASIN
 DG4623_STAMPING: ALA I 75 4 RESET 1989 BSM
 DG4623_MARK LOGO: FLDNR 
 DG4623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4623+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 DG4623
 DG4623  HISTORY     - Date     Condition        Report By
 DG4623  HISTORY     - 1989     MONUMENTED       FLDNR
 DG4623  HISTORY     - 20021103 GOOD             FLDEP
 DG4623
 DG4623                          STATION DESCRIPTION
 DG4623
 DG4623'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4623'THE MARK IS ABOUT 7.95 MI SOUTH OF GAINESVILLE, IN THE MOSES E LEVY
 DG4623'GRANT, LOT 8.
 DG4623' 
 DG4623'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 DG4623'ROAD 331 ON THE
 DG4623'SOUTH SIDE OF GAINESVILLE, GO SOUTH ON U.S. HIGHWAY 441 FOR 4.95 MI TO
 DG4623'THE MARK ON THE
 DG4623'LEFT, SET FLUSH IN THE TOP OF A CONCRETE DRAIN BASIN IN THE GRASS
 DG4623'COVERED MEDIAN LEVEL
 DG4623'WITH THE GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF THE NORTHBOUND
 DG4623'LANES OF U.S.
 DG4623'HIGHWAY 441.
 DG4623' 
 DG4623'LOCATED 89.0 FT WEST OF A FLORIDA DEPARTMENT OF TRANSPORTATION METAL
 DG4623'WITNESS POST,
 DG4623'83.1 FT WEST-SOUTHWEST OF A BELL SOUTH BURIED FIBER OPTIC CABLE
 DG4623'WARNING POST, 34.7 FT
 DG4623'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE NORTHBOUND LANES OF
 DG4623'U.S. HIGHWAY 441,
 DG4623'30.5 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE SOUTHBOUND
 DG4623'LANES OF U.S.
 DG4623'HIGHWAY 441 AND 2.1 FT NORTHEAST OF A CARSONITE WITNESS POST.
 DG4623'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0301 ***********************************************************************
 AR0301  DESIGNATION -  ALACHUA
 AR0301  PID         -  AR0301
 AR0301  STATE/COUNTY-  FL/ALACHUA
 AR0301  USGS QUAD   -  ALACHUA (1993)
 AR0301
 AR0301                         *CURRENT SURVEY CONTROL
 AR0301  ___________________________________________________________________
 AR0301* NAD 83(1990)-  29 45 42.14092(N)    082 29 27.20830(W)     ADJUSTED  
 AR0301* NAVD 88     -        50.535  (meters)     165.80   (feet)  ADJUSTED  
 AR0301  ___________________________________________________________________
 AR0301  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AR0301  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR0301  DYNAMIC HT  -          50.467 (meters)     165.57  (feet)  COMP
 AR0301  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 AR0301
 AR0301  HORZ ORDER  -  SECOND
 AR0301  VERT ORDER  -  SECOND    CLASS 0
 AR0301
 AR0301.The horizontal coordinates were established by classical geodetic methods
 AR0301.and adjusted by the National Geodetic Survey in May 1991..
 AR0301
 AR0301.The orthometric height was determined by differential leveling
 AR0301.and adjusted by the National Geodetic Survey in June 1991..
 AR0301
 AR0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR0301
 AR0301.The geoid height was determined by GEOID03.
 AR0301
 AR0301.The dynamic height is computed by dividing the NAVD 88
 AR0301.geopotential number by the normal gravity value computed on the
 AR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0301.degrees latitude (g = 980.6199 gals.).
 AR0301
 AR0301.The modeled gravity was interpolated from observed gravity values.
 AR0301
 AR0301;                    North         East     Units Scale Factor Converg.
 AR0301;SPC FL N     -    86,145.149   794,297.655   MT  0.99997332   +1 00 34.7
 AR0301;SPC FL N     -   282,627.88  2,605,958.22   sFT  0.99997332   +1 00 34.7
 AR0301;UTM  17      - 3,293,311.962   355,856.387   MT  0.99985636   -0 44 24.7
 AR0301
 AR0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR0301!SPC FL N     -   0.99999644  x   0.99997332  =   0.99996976
 AR0301!UTM  17      -   0.99999644  x   0.99985636  =   0.99985280
 AR0301
 AR0301|---------------------------------------------------------------------|
 AR0301| PID    Reference Object                     Distance      Geod. Az  |
 AR0301|                                                           dddmmss.s |
 AR0301| CW3263 ALACHUA RM 1                         48.896 METERS 00616     |
 AR0301| AC8281 ALACHUA RM 3                         12.146 METERS 05115     |
 AR0301| CW3265 ALACHUA RM 4                         18.231 METERS 13144     |
 AR0301| CW3264 ALACHUA RM 2                         38.609 METERS 14253     |
 AR0301| AR1504 ALACHUA AZ MK RESET                 439.870 METERS 2135417.3 |
 AR0301| CW3262 ALACHUA AZ MK                                      3320346.6 |
 AR0301| AR1503 ALACHUA WATER TANK                  APPROX. 2.9 KM 3514821.5 |
 AR0301|---------------------------------------------------------------------|
 AR0301
 AR0301                          SUPERSEDED SURVEY CONTROL
 AR0301
 AR0301  NAD 83(1986)-  29 45 42.14761(N)    082 29 27.21317(W) AD(       ) 2
 AR0301  NAD 27      -  29 45 41.27300(N)    082 29 27.81100(W) AD(       ) 2
 AR0301  NGVD 29 (??/??/92)   50.777  (m)          166.59   (f) ADJ UNCH    2 0
 AR0301
 AR0301.Superseded values are not recommended for survey control.
 AR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0301.See file dsdata.txt to determine how the superseded data were derived.
 AR0301
 AR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5585693312(NAD 83)
 AR0301_MARKER: DB = BENCH MARK DISK
 AR0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0301_STAMPING: ALACHUA 1937
 AR0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0301+STABILITY: SURFACE MOTION
 AR0301
 AR0301  HISTORY     - Date     Condition        Report By
 AR0301  HISTORY     - 1937     MONUMENTED       CGS
 AR0301  HISTORY     - 1951     GOOD             CGS
 AR0301  HISTORY     - 1960     GOOD             USGS
 AR0301  HISTORY     - 1963     GOOD             CGS
 AR0301  HISTORY     - 1973     GOOD             NGS
 AR0301  HISTORY     - 1974     GOOD             FLDT
 AR0301
 AR0301                          STATION DESCRIPTION
 AR0301
 AR0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (EBL)
 AR0301'STATION IS 1.7 MILE S OF ALACHUA ON THE NORTHERN EXTREMITY OF A
 AR0301'PROMINENT HILL AND ON THE PROPERTY OF B.T. SHAW.  THE STATION SITE
 AR0301'IS LOCATED IN THE S END OF A CIRCULAR FENCE IN FRONT OF THE
 AR0301'RESIDENCE OF MR. SHAW, ABOUT 40 FEET W OF CENTER LINE OF GRADED
 AR0301'SAND ROAD IN FRONT OF THE HOUSE.  ABOUT 100 FEET S OF THE
 AR0301'DRIVEWAY LEADING INTO MR. SHAWS RESIDENCE.  STATION IS IN FENCED
 AR0301'FARMING COUNTRY WITH SMALL PINE RIDGE TO THE E.
 AR0301'
 AR0301'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AR0301'BRONZE DISKS SET IN CONCRETE.
 AR0301'
 AR0301'REFERENCE MARK NO.1 IS 160.43 FEET (48.896 METERS) NE OF STATION
 AR0301'ON THE E SIDE OF THE GRADED SAND ROAD, ABOUT 1 FOOT W OF THE E
 AR0301'FENCE ALONG THE GRADED SAND ROAD.  MARK PROJECTS 2 INCHES.
 AR0301'
 AR0301'REFERENCE MARK NO.2 IS 126.68 FEET (38.609 METERS) SSE OF STATION
 AR0301'ON THE E SIDE OF THE GRADED SAND ROAD, 35 FEET E OF THE CENTER LINE
 AR0301'OF SAND ROAD, ABOUT 6 INCHES E OF E FENCE LINE.  MARK PROJECTS
 AR0301'ABOUT 1 INCH.
 AR0301'
 AR0301'THE AZIMUTH MARK IS ABOUT 0.25 MILE NNW OF STATION ON THE TOP OF A
 AR0301'HIGH HILL.  TO REACH FROM STATION, GO N ON GRADED SAND ROAD FOR
 AR0301'0.36 MILE, HERE TURN LEFT ON ANOTHER SAND ROAD AND GO 0.11 MILE TO
 AR0301'AZIMUTH MARK, WHICH IS ABOUT 80 FEET S OF THE SAND LANE.  MONUMENT
 AR0301'IS 1 FOOT S OF THIRD FENCE S OF SAND LANE, 7 FEET S OF 16-INCH
 AR0301'PECAN TREE, AND ABOUT 100 FEET E OF SE CORNER OF FARM HOUSE.
 AR0301'
 AR0301'TO REACH STATION FROM ALACHUA RAILROAD STATION (WHERE TRACK CROSSES
 AR0301'U.S. HIGHWAY 41) GO S AND E ON U.S. HIGHWAY 41 FOR 0.2 MILE TO
 AR0301'SAND GRADED T-ROAD.  HERE TURN RIGHT (S) AND GO 1.75 MILE TO THE
 AR0301'STATION SITE.
 AR0301
 AR0301                          STATION RECOVERY (1951)
 AR0301
 AR0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (MWC)
 AR0301'STATION, R.M.S 1 AND 2, AND THE AZIMUTH MARK RECOVERED.  THEY ARE
 AR0301'APPARENTLY IN GOOD CONDITION.  THESE MARKS ARE WELL LOCATED.  ONE
 AR0301'CAN SEE THE AZIMUTH MARK MONUMENT FROM THE STATION WITHOUT ANY
 AR0301'CLEARING.
 AR0301
 AR0301                          STATION RECOVERY (1960)
 AR0301
 AR0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AR0301'STATION FOUND IN GOOD CONDITION.
 AR0301'
 AR0301'STATION IS 1.7 MI S OF ALACHUA ON THE NORTHERN EXTREMITY
 AR0301'OF PROMINENT HILL ON THE PROPERTY OF B. T. SHAW.  THE STATION
 AR0301'SITE IS 107 FT E OF THE SE CORNER OF THE HOUSE, 27 FT N OF AN
 AR0301'ABANDONED ROAD, 95 FT SOUTH OF THE DRIVE GOING PAST MR. SHAWS
 AR0301'HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STD BRONZE DISKS SET
 AR0301'IN CONCRETE STAMPED ALACHUA 1937.
 AR0301
 AR0301                          STATION RECOVERY (1963)
 AR0301
 AR0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AR0301'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 AR0301'AND 2 AND THE AZIMUTH MARK WERE NOT RECOVERED.  THE REFERENCE MARKS
 AR0301'MAY HAVE BEEN BURIED.  MR. SHAW, THE PROPERTY OWNER REQUESTED THAT
 AR0301'NO MORE MARKS BE PLACED IN THE FRONT YARD.  THE OLD ROAD HAS BEEN
 AR0301'REPLACED BY STATE ROAD 241 THAT RUNS PAST THE REAR OF MR. SHAWS
 AR0301'HOUSE.
 AR0301'
 AR0301'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF ALACHUA AND 0.1 MILE
 AR0301'EAST OF STATE ROAD 241.
 AR0301'
 AR0301'TO REACH FROM THE MUNICIPAL WATER TANK AT A RAILROAD CROSSING IN
 AR0301'ALACHUA, GO SOUTH ON STATE ROAD 241 FOR 0.3 MILE TO STATE ROAD 235,
 AR0301'RIGHT.  CONTINUE FOR 1.7 MILES ON ROAD 241 TO A CEMETERY ON THE
 AR0301'RIGHT.  CONTINUE FOR 0.1 MILE TO MR. SHAWS HOUSE AND THE STATION
 AR0301'AS DESCRIBED.
 AR0301'
 AR0301'STATION MARK IS A STANDARD DISK STAMPED ALACHUA 1937 SET IN THE
 AR0301'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AR0301'104 FEET EAST OF THE SOUTHEAST CORNER OF THE PORCH ON THE EAST
 AR0301'SIDE OF THE HOUSE, 69 FEET SOUTHEAST OF A 30-INCH TWIN OAK TREE
 AR0301'AND 95 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.
 AR0301
 AR0301                          STATION RECOVERY (1973)
 AR0301
 AR0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CBM)
 AR0301'STATION MARK WAS RECOVERED BADLY CHIPPED ON THE WEST SIDE, BUT
 AR0301'OTHERWISE IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 WAS FOUND L
 AR0301'LYING ON ITS SIDE AND THE DISK WAS REMOVED AT THIS TIME.  MR. TOM
 AR0301'SHAW, OWNER OF THE PROPERTY STATED THAT BOTH REFERENCE MARKS WERE
 AR0301'DEFINITELY DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT
 AR0301'THIS TIME.
 AR0301'
 AR0301'A NEW TO REACH AND DESCRIPTION OF STATION MARK FOLLOWS.
 AR0301'
 AR0301'STATION IS LOCATED ABOUT 2-1/4 MILES EAST-SOUTHEAST OF ALACHUA AND
 AR0301'ABOUT 4-1/4 MILES WEST OF HAGUE, ON PROPERTY OWNED BY MR. TOM SHAW.
 AR0301'
 AR0301'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTE 441 AND STATE
 AR0301'ROUTE 235 IN ALACHUA.  GO SOUTH ON STATE ROUTE 235 FOR 0.7 MILE TO
 AR0301'INTERSECTION OF STATE ROUTE 241.  GO SOUTH ON STATE ROUTE 241 FOR
 AR0301'1.5 MILES TO A PRIVATE DIRT ROAD ON THE LEFT.  TURN LEFT AND GO
 AR0301'EAST ON THE DIRT ROAD FOR 0.15 MILE TO A LARGE WHITE RANCH HOUSE.
 AR0301'STATION IS SET SOUTHEAST OF THE HOUSE, IN THE EAST EDGE OF THE LAWN.
 AR0301'
 AR0301'STATION MARK IS A STANDARD DISK, STAMPED ALACHUA 1937, SET IN THE TOP
 AR0301'OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 AR0301'14 FEET SOUTHWEST OF A CLUMP OF CREPE MYRTLE BUSHES, 23.5 FEET WEST
 AR0301'OF CENTER OF A NORTH-SOUTH ROAD, 32.6 FEET WEST OF A FENCELINE, 74.2
 AR0301'FEET SOUTHEAST OF A 24 INCH PALM TREE AND 106.5 FEET SOUTHEAST OF
 AR0301'SOUTHEAST CORNER OF A PORCH.
 AR0301'
 AR0301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 AR0301'EAST-SOUTHEAST OF ALACHUA.
 AR0301
 AR0301                          STATION RECOVERY (1974)
 AR0301
 AR0301'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 AR0301'2.4 MI S FROM ALACHUA.
 AR0301'FROM THE INTERSECTION OF U.S. ROUTE 441 AND STATE ROUTE 235 IN
 AR0301'ALACHUA, GO SOUTH ON STATE ROUTE 235 FOR 0.7 MILE TO STATE ROUTE
 AR0301'241, CONTINUE SOUTH ON STATE ROUTE 241 FOR 1.5 MILES TO A
 AR0301'PRIVATE DIRT ROAD LEADING EAST, EAST ON DIRT ROAD FOR 0.15 MILE
 AR0301'TO TOM SHAWS HOUSE AND STATION MARK, SET IN THE TOP OF A SQUARE
 AR0301'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 106.5 FEET SOUTHEAST
 AR0301'OF THE SOUTHEAST CORNER OF A PORCH ON HOUSE, 74.2 FEET SOUTHEAST
 AR0301'OF A 24 INCH PALM TREE, 14.3 FEET SOUTHWEST OF A CLUMP OF CRAPE
 AR0301'MYRTLE BUSHES, 32.6 FEET WEST OF A FENCELINE AND 23.5 FEET WEST
 AR0301'OF A NORTH-SOUTH ROAD.  SECTION 26, T 8S, R 18E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1504 ***********************************************************************
 AR1504  DESIGNATION -  ALACHUA AZ MK RESET
 AR1504  PID         -  AR1504
 AR1504  STATE/COUNTY-  FL/ALACHUA
 AR1504  USGS QUAD   -  ALACHUA (1993)
 AR1504
 AR1504                         *CURRENT SURVEY CONTROL
 AR1504  ___________________________________________________________________
 AR1504* NAD 83(1990)-  29 45 30.28431(N)    082 29 36.34111(W)     ADJUSTED  
 AR1504* NAVD 88     -        42.6    (meters)     140.     (feet)  VERTCON   
 AR1504  ___________________________________________________________________
 AR1504  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AR1504  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AR1504
 AR1504  HORZ ORDER  -  THIRD
 AR1504
 AR1504.The horizontal coordinates were established by classical geodetic methods
 AR1504.and adjusted by the National Geodetic Survey in May 1991..
 AR1504.No horizontal observational check was made to the station.
 AR1504
 AR1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1504
 AR1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1504
 AR1504.The geoid height was determined by GEOID03.
 AR1504
 AR1504;                    North         East     Units Scale Factor Converg.
 AR1504;SPC FL N     -    85,775.815   794,058.766   MT  0.99997373   +1 00 30.1
 AR1504;SPC FL N     -   281,416.15  2,605,174.47   sFT  0.99997373   +1 00 30.1
 AR1504;UTM  17      - 3,292,950.137   355,606.361   MT  0.99985725   -0 44 29.0
 AR1504
 AR1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1504!SPC FL N     -   0.99999769  x   0.99997373  =   0.99997142
 AR1504!UTM  17      -   0.99999769  x   0.99985725  =   0.99985494
 AR1504
 AR1504                          SUPERSEDED SURVEY CONTROL
 AR1504
 AR1504  NAD 83(1986)-  29 45 30.29100(N)    082 29 36.34598(W) AD(       ) 3
 AR1504  NAD 27      -  29 45 29.41603(N)    082 29 36.94359(W) AD(       ) 3
 AR1504  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG       
 AR1504
 AR1504.Superseded values are not recommended for survey control.
 AR1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1504.See file dsdata.txt to determine how the superseded data were derived.
 AR1504
 AR1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5560692950(NAD 83)
 AR1504_MARKER: DZ = AZIMUTH MARK DISK
 AR1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1504_STAMPING: ALACHUA 1937 1979
 AR1504_PROJECTION: FLUSH
 AR1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1504+STABILITY: SURFACE MOTION
 AR1504
 AR1504  HISTORY     - Date     Condition        Report By
 AR1504  HISTORY     - 1979     MONUMENTED       NGS
 AR1504
 AR1504                          STATION DESCRIPTION
 AR1504
 AR1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AR1504'STATION IS LOCATED ABOUT 2 MILES SOUTH OF ALACHUA.
 AR1504'
 AR1504'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE
 AR1504'HIGHWAY 235 IN ALACHUA, GO SOUTH ON STATE HIGHWAY 235 FOR 0.65 MILE TO
 AR1504'THE JUNCTION OF STATE HIGHWAY 241 ON LEFT.  KEEP LEFT AND GO SOUTH ON
 AR1504'STATE HIGHWAY 241 FOR 1.4 MILES TO TOP OF HILL AND DRIVEWAY ON THE
 AR1504'LEFT.  CONTINUE SOUTH ON HIGHWAY 241 FOR 0.25 MILE TO MARK ON
 AR1504'LEFT.
 AR1504'
 AR1504'STATION MARK, A STANDARD DISK STAMPED ALACHUA 1937 1979, IS SET IN THE
 AR1504'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 AR1504'GROUND SURFACE.  IT IS 38.5 FEET EAST OF THE CENTER OF STATE HIGHWAY
 AR1504'241, 19.0 FEET SOUTH-SOUTHWEST OF A 24-INCH PINE TREE, 15.5 FEET NORTH
 AR1504'OF A 48-INCH OAK TREE, 1.8 FEET SOUTH OF A METAL WITNESS POST, 1.5
 AR1504'FEET ABOVE LEVEL OF HIGHWAY AND 1.0 FOOT WEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1503 ***********************************************************************
 AR1503  DESIGNATION -  ALACHUA WATER TANK
 AR1503  PID         -  AR1503
 AR1503  STATE/COUNTY-  FL/ALACHUA
 AR1503  USGS QUAD   -  ALACHUA (1993)
 AR1503
 AR1503                         *CURRENT SURVEY CONTROL
 AR1503  ___________________________________________________________________
 AR1503* NAD 83(1990)-  29 47 15.08465(N)    082 29 42.55176(W)     ADJUSTED  
 AR1503* NAVD 88     -                                                        
 AR1503  ___________________________________________________________________
 AR1503  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AR1503  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AR1503
 AR1503  HORZ ORDER  -  THIRD
 AR1503
 AR1503.The horizontal coordinates were established by classical geodetic methods
 AR1503.and adjusted by the National Geodetic Survey in May 1991..
 AR1503
 AR1503
 AR1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1503
 AR1503.The geoid height was determined by GEOID03.
 AR1503
 AR1503;                    North         East     Units Scale Factor Converg.
 AR1503;SPC FL N     -    88,999.228   793,835.201   MT  0.99997026   +1 00 27.0
 AR1503;SPC FL N     -   291,991.63  2,604,440.99   sFT  0.99997026   +1 00 27.0
 AR1503;UTM  17      - 3,296,178.505   355,481.356   MT  0.99985769   -0 44 34.4
 AR1503
 AR1503                          SUPERSEDED SURVEY CONTROL
 AR1503
 AR1503  NAD 83(1986)-  29 47 15.08907(N)    082 29 42.55594(W) AD(       ) 4
 AR1503  NAD 27      -  29 47 14.22000(N)    082 29 43.15000(W) AD(       ) 3
 AR1503
 AR1503.Superseded values are not recommended for survey control.
 AR1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1503.See file dsdata.txt to determine how the superseded data were derived.
 AR1503
 AR1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5548196179(NAD 83)
 AR1503_MARKER: 51 = TANK
 AR1503
 AR1503  HISTORY     - Date     Condition        Report By
 AR1503  HISTORY     - 1937     FIRST OBSERVED   CGS
 AR1503  HISTORY     - 1958     GOOD             CGS
 AR1503
 AR1503                          STATION DESCRIPTION
 AR1503
 AR1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AR1503'THIS STATION WAS RECOVERED IN MAY, 1958.  IT IS LOCATED AT
 AR1503'ALACHUA, 30 YD. SE OF THE SEABOARD AIR LINE RAILROAD STATION, THE
 AR1503'BALL ON TOP OF THE CENTER OF A SILVER-COLORED STEEL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4208 ***********************************************************************
 BG4208  DESIGNATION -  ALAQUA
 BG4208  PID         -  BG4208
 BG4208  STATE/COUNTY-  FL/WALTON
 BG4208  USGS QUAD   -  MOSSY HEAD (1987)
 BG4208
 BG4208                         *CURRENT SURVEY CONTROL
 BG4208  ___________________________________________________________________
 BG4208* NAD 83(1990)-  30 41 48.32964(N)    086 15 35.20920(W)     ADJUSTED  
 BG4208* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 BG4208  ___________________________________________________________________
 BG4208  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BG4208  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BG4208
 BG4208  HORZ ORDER  -  SECOND
 BG4208
 BG4208.The horizontal coordinates were established by classical geodetic methods
 BG4208.and adjusted by the National Geodetic Survey in May 1991..
 BG4208
 BG4208.The orthometric height was scaled from a topographic map.
 BG4208
 BG4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4208
 BG4208.The geoid height was determined by GEOID03.
 BG4208
 BG4208;                    North         East     Units Scale Factor Converg.
 BG4208;SPC FL N     -   189,386.613   431,412.212   MT  0.99999100   -0 53 03.6
 BG4208;SPC FL N     -   621,345.91  1,415,391.57   sFT  0.99999100   -0 53 03.6
 BG4208;UTM  16      - 3,396,229.692   570,889.433   MT  0.99966199   +0 22 40.4
 BG4208
 BG4208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4208!SPC FL N     -   0.99999380  x   0.99999100  =   0.99998480
 BG4208!UTM  16      -   0.99999380  x   0.99966199  =   0.99965579
 BG4208
 BG4208|---------------------------------------------------------------------|
 BG4208| PID    Reference Object                     Distance      Geod. Az  |
 BG4208|                                                           dddmmss.s |
 BG4208| CW1711 ALAQUA RM 1                          24.798 METERS 20212     |
 BG4208| CW1712 ALAQUA RM 2                          26.158 METERS 29854     |
 BG4208| CW1710 ALAQUA AZ MK                                       3031833.3 |
 BG4208|---------------------------------------------------------------------|
 BG4208
 BG4208                          SUPERSEDED SURVEY CONTROL
 BG4208
 BG4208  NAD 83(1986)-  30 41 48.34315(N)    086 15 35.21310(W) AD(       ) 2
 BG4208  NAD 27      -  30 41 47.66000(N)    086 15 35.41900(W) AD(       ) 2
 BG4208
 BG4208.Superseded values are not recommended for survey control.
 BG4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4208.See file dsdata.txt to determine how the superseded data were derived.
 BG4208
 BG4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7088996230(NAD 83)
 BG4208_MARKER: DS = TRIANGULATION STATION DISK
 BG4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4208
 BG4208  HISTORY     - Date     Condition        Report By
 BG4208  HISTORY     - 1955     MONUMENTED       CGS
 BG4208
 BG4208                          STATION DESCRIPTION
 BG4208
 BG4208'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 BG4208'THE STATION SITE IS ON THE EGLIN MILITARY RESERVATION ABOUT 13
 BG4208'1/4 MILES EAST AND 12-1/2 MILES NORTH OF NICEVILLE.  IT IS IN THE
 BG4208'SE. 5, T. 2 N., R. 20 W. AND IS AT THE SITE OF A CONTRAVES
 BG4208'THEODOLITE CAMERA.  IT IS 71 FEET WEST OF SMALL YELLOW BUILDING
 BG4208'AND 64 FEET NORTHWEST OF CAMERA.  THE MARK PROJECTS ABOUT 5
 BG4208'INCHES AND IS SURROUNDED BY THREE WHITE POSTS AND THE DISK IS
 BG4208'STAMPED ALAQUA 1955.
 BG4208'
 BG4208'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BG4208'STAMPED ALAQUA NO 1 1955.
 BG4208'
 BG4208'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BG4208'STAMPED ALAQUA NO 2 1955.
 BG4208'
 BG4208'AZIMUTH MARK IS 54 FEET NORTH OF SAND ROAD, 6 FEET NORTHEAST
 BG4208'OF A 12 INCH OAK TREE AND 2 FEET EAST OF WITNESS POST.  THE MARK
 BG4208'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ALAQUA 1955.
 BG4208'
 BG4208'TO REACH FROM NICEVILLE, FROM THE JUNCTION OF STATE HIGHWAYS
 BG4208'20 AND 285 IN THE NORTHEAST EDGE OF TOWN.  GO NORTHERLY ON
 BG4208'STATE HIGHWAY 285 FOR 11.8 MILES TO CROSSROADS, TURN RIGHT ON
 BG4208'SURFACED ROAD AND GO EASTERLY FOR 2.45 MILES TO FORKS, TAKE LEFT
 BG4208'FORK STRAIGHT AHEAD ON SURFACED ROAD FOR 4.05 MILES TO
 BG4208'CROSSROADS, CONTINUE EAST ON SURFACED ROAD FOR 1.45 MILES TO
 BG4208'FORKS, TAKE RIGHT FORK ON SAND ROAD FOR 0.15 MILE TO
 BG4208'CROSSROADS, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.3
 BG4208'MILE TO TRIANGLE-BLAZED TREE ON LEFT AND TRIANGULATION
 BG4208'STATION BEAR ABOUT 0.05 MILE TO THE SOUTH.  CONTINUE STRAIGHT
 BG4208'AHEAD ON TRACK ROAD FOR 0.25 MILE TO AZIMUTH MARK ABOUT 15
 BG4208'PACES TO THE LEFT OF ROAD, CONTINUE ON SAND ROAD FOR 0.2
 BG4208'MILE TO CAMERA AND STATION SITE ON THE RIGHT.
 BG4208'
 BG4208'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 BG4208'ALAQUA 1955 TO CONTRAVES CAMERA 62B AND THE DISTANCE IS SHOWN ABOVE.
 BG4208'
 BG4208'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4275 ***********************************************************************
 BG4275  DESIGNATION -  ALAQUA POINT 3
 BG4275  PID         -  BG4275
 BG4275  STATE/COUNTY-  FL/WALTON
 BG4275  USGS QUAD   -  FREEPORT (1976)
 BG4275
 BG4275                         *CURRENT SURVEY CONTROL
 BG4275  ___________________________________________________________________
 BG4275* NAD 83(1990)-  30 28 26.85356(N)    086 13 52.29364(W)     ADJUSTED  
 BG4275* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4275  ___________________________________________________________________
 BG4275  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BG4275  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG4275
 BG4275  HORZ ORDER  -  SECOND
 BG4275
 BG4275.The horizontal coordinates were established by classical geodetic methods
 BG4275.and adjusted by the National Geodetic Survey in May 1991..
 BG4275
 BG4275.The orthometric height was scaled from a topographic map.
 BG4275
 BG4275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4275
 BG4275.The geoid height was determined by GEOID03.
 BG4275
 BG4275;                    North         East     Units Scale Factor Converg.
 BG4275;SPC FL N     -   164,666.595   433,775.974   MT  0.99996272   -0 52 11.9
 BG4275;SPC FL N     -   540,243.65  1,423,146.67   sFT  0.99996272   -0 52 11.9
 BG4275;UTM  16      - 3,371,575.354   573,795.759   MT  0.99966718   +0 23 23.7
 BG4275
 BG4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4275!SPC FL N     -   1.00000434  x   0.99996272  =   0.99996706
 BG4275!UTM  16      -   1.00000434  x   0.99966718  =   0.99967152
 BG4275
 BG4275|---------------------------------------------------------------------|
 BG4275| PID    Reference Object                     Distance      Geod. Az  |
 BG4275|                                                           dddmmss.s |
 BG4275| CW1714 ALAQUA POINT 3 RM 1                  71.564 METERS 04956     |
 BG4275| CW1713 ALAQUA POINT 2 RM                     6.965 METERS 08419     |
 BG4275| BG4273 LIVE                                APPROX. 5.3 KM 1991020.0 |
 BG4275| BG4288 ALAQUA POINT 2 1910                  13.823 METERS 22806     |
 BG4275| CW1715 ALAQUA POINT 3 RM 2                  83.089 METERS 31756     |
 BG4275|---------------------------------------------------------------------|
 BG4275
 BG4275                          SUPERSEDED SURVEY CONTROL
 BG4275
 BG4275  NAD 83(1986)-  30 28 26.86812(N)    086 13 52.30024(W) AD(       ) 2
 BG4275  NAD 27      -  30 28 26.16000(N)    086 13 52.50600(W) AD(       ) 2
 BG4275
 BG4275.Superseded values are not recommended for survey control.
 BG4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4275.See file dsdata.txt to determine how the superseded data were derived.
 BG4275
 BG4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7379671575(NAD 83)
 BG4275_MARKER: DS = TRIANGULATION STATION DISK
 BG4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4275
 BG4275  HISTORY     - Date     Condition        Report By
 BG4275  HISTORY     - 1934     MONUMENTED       CGS
 BG4275  HISTORY     - 1939     GOOD             CGS
 BG4275  HISTORY     - 1946     SEE DESCRIPTION  CGS
 BG4275
 BG4275                          STATION DESCRIPTION
 BG4275
 BG4275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BG4275'THIS STATION IS LOCATED ON ALAQUA POINT ON THE N SHORE OF
 BG4275'CHOCTAWHATCHEE BAY, ON A POINT ABOUT MIDWAY BETWEEN ALAQUA BAYOU
 BG4275'AND BASIN BAYOU, ABOUT 3 MILES SSW OF THE TOWN OF PORTLAND,
 BG4275'ABOUT 6-1/4 MILES SW OF FREEPORT.  THE MARK IS SET 24 FEET N
 BG4275'OF THE HIGH-WATER MARK, 8.3 FEET S OF A DOUBLE LIVE OAK TREE WITH
 BG4275'TRIANGULAR BLAZE, 48 FEET W OF A 24-INCH LIVE OAK TREE, 45.35
 BG4275'FEET NE OF ALAQUA 2 1910 AND PROJECTS 7 INCHES.
 BG4275'
 BG4275'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BG4275'IN CONCRETE.
 BG4275'
 BG4275'A REFERENCE MARK ESTABLISHED IN 1910 BY G.H.R. IS 22.87 FEET
 BG4275'ENE OF THE STATION.  THIS REFERENCE MARK IS A STANDARD DISK
 BG4275'STATION TABLET SCREWED IN THE TOP OF A 3-INCH IRON PIPE 4 FEET
 BG4275'LONG AND PROJECTING 16 INCHES.
 BG4275
 BG4275                          STATION RECOVERY (1939)
 BG4275
 BG4275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GLA)
 BG4275'STATION AND R.M. 1910 RECOVERED.  ALAQUA POINT 2 HAS BEEN
 BG4275'DESTROYED.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A REVISED
 BG4275'DESCRIPTION FOLLOWS--THIS STATION IS LOCATED ON ALAQUA POINT ON
 BG4275'THE N SHORE OF CHOCTAWHATCHEE BAY, THE POINT ABOUT MIDWAY
 BG4275'BETWEEN ALAQUA BAYOU AND BASIN BAYOU.  THE MARK IS 4 FEET N OF
 BG4275'HIGH-WATER MARK, 8.3 FEET S OF A DOUBLE LIVE OAK TREE WITH A
 BG4275'TRIANGULAR BLAZE.
 BG4275'
 BG4275'STATION AND UNDERGROUND MARKS ARE BRONZE TABLETS SET IN
 BG4275'CONCRETE.  A REFERENCE MARK
 BG4275'ESTABLISHED IN 1910 BY G.H.R. IS 22.87 FEET ENE OF THE
 BG4275'STATION.  THIS REFERENCE MARK IS A STANDARD DISK STATION TABLET
 BG4275'SCREWED IN THE TOP OF A 3-INCH IRON PIPE 4 FEET LONG AND FLUSH
 BG4275'WITH THE SURFACE.
 BG4275'
 BG4275'REFERENCE MARK NO. 1 (1939) IS A STANDARD DISK, SET IN A
 BG4275'CONCRETE BLOCK 10 INCHES SQUARE AND PROJECTING 8 INCHES.  IT IS
 BG4275'NE OF THE STATION ON FIRM GROUND AND ON THE E SIDE OF THE MARSHY
 BG4275'AREA 15 FEET E OF EDGE OF MARSH AND APPROXIMATELY 50 YARDS N OF
 BG4275'THE SHORE LINE.  REFERENCE MARK NO. 2 (1939) IS ON FIRM GROUND
 BG4275'ACROSS THE MARSH N OF THE STATION, 4 FEET N OF THE EDGE OF THE
 BG4275'MARSH AND APPROXIMATELY 100 YARDS FROM THE SHORE LINE.  THE
 BG4275'MARK IS A STANDARD DISK, SET IN A CIRCULAR CONCRETE BLOCK 7
 BG4275'INCHES IN DIAMETER AND PROJECTING 6 INCHES.
 BG4275
 BG4275                          STATION RECOVERY (1946)
 BG4275
 BG4275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BG4275'STATION WAS RECOVERED ON THE HIGH-WATER LINE AND PROJECTING 20
 BG4275'INCHES.  DUE TO THE RECEDING SHORELINE THIS MARK WILL PROBABLY
 BG4275'NOT REMAIN LONG.  REFERENCE MARK 1 WAS RECOVERED IN GOOD
 BG4275'CONDITION.  REFERENCE MARK 2 WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2776 ***********************************************************************
 AK2776  DESIGNATION -  ALBERT
 AK2776  PID         -  AK2776
 AK2776  STATE/COUNTY-  FL/BREVARD
 AK2776  USGS QUAD   -  COCOA (1984)
 AK2776
 AK2776                         *CURRENT SURVEY CONTROL
 AK2776  ___________________________________________________________________
 AK2776* NAD 83(1990)-  28 15 53.88175(N)    080 41 04.05481(W)     ADJUSTED  
 AK2776* NAVD 88     -         0.167  (meters)       0.55   (feet)  ADJUSTED  
 AK2776  ___________________________________________________________________
 AK2776  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AK2776  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK2776  DYNAMIC HT  -           0.167 (meters)       0.55  (feet)  COMP
 AK2776  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 AK2776
 AK2776  HORZ ORDER  -  THIRD
 AK2776  VERT ORDER  -  FIRST     CLASS I
 AK2776
 AK2776.The horizontal coordinates were established by classical geodetic methods
 AK2776.and adjusted by the National Geodetic Survey in May 1991..
 AK2776
 AK2776.The orthometric height was determined by differential leveling
 AK2776.and adjusted by the National Geodetic Survey in June 1991..
 AK2776
 AK2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2776
 AK2776.The geoid height was determined by GEOID03.
 AK2776
 AK2776.The dynamic height is computed by dividing the NAVD 88
 AK2776.geopotential number by the normal gravity value computed on the
 AK2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2776.degrees latitude (g = 980.6199 gals.).
 AK2776
 AK2776.The modeled gravity was interpolated from observed gravity values.
 AK2776
 AK2776;                    North         East     Units Scale Factor Converg.
 AK2776;SPC FL E     -   435,611.710   230,959.152   MT  0.99995300   +0 08 57.9
 AK2776;SPC FL E     - 1,429,169.42    757,738.48   sFT  0.99995300   +0 08 57.9
 AK2776;UTM  17      - 3,126,595.063   530,948.589   MT  0.99961182   +0 08 57.9
 AK2776
 AK2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2776!SPC FL E     -   1.00000441  x   0.99995300  =   0.99995741
 AK2776!UTM  17      -   1.00000441  x   0.99961182  =   0.99961623
 AK2776
 AK2776:                Primary Azimuth Mark                     Grid Az
 AK2776:SPC FL E     -  WHITE HOUSE ON DOCK SW CORNER            005 09 10.7
 AK2776:UTM  17      -  WHITE HOUSE ON DOCK SW CORNER            005 09 10.7
 AK2776
 AK2776|---------------------------------------------------------------------|
 AK2776| PID    Reference Object                     Distance      Geod. Az  |
 AK2776|                                                           dddmmss.s |
 AK2776| AK5786 WHITE HOUSE ON DOCK SW CORNER       APPROX. 3.1 KM 0051808.6 |
 AK2776| AK5783 SHED ON DOCK BARN WEST GABLE        APPROX. 2.2 KM 0182309.1 |
 AK2776| AK5789 WHITE TANK FISH VANE                APPROX. 2.3 KM 0245920.2 |
 AK2776| AK5757 RED TANK                            APPROX. 1.8 KM 0943540.5 |
 AK2776| AK5759 WHITE HSE ON DOCK RD RF SW COR      APPROX. 1.5 KM 1005432.4 |
 AK2776| AK5787 STEW                                APPROX. 1.6 KM 1573953.2 |
 AK2776| AK2775 ALBERT RM 1                          12.346 METERS 16334     |
 AK2776| AK2774 ALBERT RM 2                           9.109 METERS 32938     |
 AK2776|---------------------------------------------------------------------|
 AK2776
 AK2776                          SUPERSEDED SURVEY CONTROL
 AK2776
 AK2776  NAD 83(1986)-  28 15 53.88797(N)    080 41 04.06883(W) AD(       ) 3
 AK2776  NAD 27      -  28 15 52.85600(N)    080 41 04.87700(W) AD(       ) 3
 AK2776  NGVD 29 (??/??/92)    0.595  (m)            1.95   (f) ADJ UNCH    1 1
 AK2776
 AK2776.Superseded values are not recommended for survey control.
 AK2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2776.See file dsdata.txt to determine how the superseded data were derived.
 AK2776
 AK2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3094926595(NAD 83)
 AK2776_MARKER: DS = TRIANGULATION STATION DISK
 AK2776_SETTING: 66 = SET IN ROCK OUTCROP
 AK2776_SP_SET: ROCK OUTCROP
 AK2776_STAMPING: ALBERT 1940
 AK2776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AK2776+STABILITY: POSITION/ELEVATION WELL
 AK2776
 AK2776  HISTORY     - Date     Condition        Report By
 AK2776  HISTORY     - 1940     MONUMENTED       CGS
 AK2776  HISTORY     - 1952     GOOD             USE
 AK2776  HISTORY     - 1965     GOOD             CGS
 AK2776  HISTORY     - 1965     GOOD             NGS
 AK2776  HISTORY     - 1971     GOOD             NGS
 AK2776  HISTORY     - 1971     GOOD             NGS
 AK2776  HISTORY     - 1976     GOOD             NGS
 AK2776  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK2776  HISTORY     - 19950304 MARK NOT FOUND   USPSQD
 AK2776
 AK2776                          STATION DESCRIPTION
 AK2776
 AK2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG)
 AK2776'STATION IS ON THE W SHORE OF THE INDIAN RIVER ON PROPERTY OF
 AK2776'MR. ALBERT A. TAYLOR, ON A ROCKY POINT JUST E OF TREE LINE AND
 AK2776'3.1 METERS W OF HIGH-WATER LINE.  STATION IS E OF A BARN 18.5
 AK2776'METERS, 3.3 METERS NE OF EASTERNMOST OF A GROUP OF THREE
 AK2776'PALMETTOS.  DISTANCE TO HIGH-WATER LINE TO NW OVER REFERENCE
 AK2776'MARK NO. 2 IS 16.6 METERS.
 AK2776'
 AK2776'STATION IS MARKED BY A STANDARD DISK SET IN BEDROCK FLUSH WITH
 AK2776'SURFACE.  NO SUBSURFACE MARK WAS SET.
 AK2776'
 AK2776'REFERENCE MARK NO. 1 IS S BY W OF STATION ABOUT 2 METERS IN
 AK2776'FROM HIGH WATER, A STANDARD DISK SET FLUSH IN BEDROCK.
 AK2776'
 AK2776'REFERENCE MARK NO. 2 IS N BY W OF STATION AND 1.2 METERS S BY
 AK2776'E OF A SMALL PALMETTO, A STANDARD DISK SET FLUSH IN BEDROCK.
 AK2776'
 AK2776'FROM COCOA GO S ON U.S. HIGHWAY 1, 5.6 MILES TO INTERSECTION
 AK2776'WITH RIVER ROAD, STATE HIGHWAY 140, GO S ON U.S. HIGHWAY 1
 AK2776'FOR 0.4 MILE, TAKE PRIVATE ROAD TO LEFT THROUGH GATE 0.25 MILE
 AK2776'TO BUILDINGS, STATION ON SHORE E OF BARN.
 AK2776'
 AK2776'A 20-FOOT STAND WAS USED.
 AK2776'
 AK2776'GROUND AT ALBERT SEES 50 FEET AT STEWART 2-1906.  45 FEET AT
 AK2776'MUNSON.  35 FEET AT LOTUS.  GROUND AT BULLOCK AND STEW.
 AK2776
 AK2776                          STATION RECOVERY (1952)
 AK2776
 AK2776'RECOVERY NOTE BY US ENGINEERS 1952
 AK2776'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AK2776'DESCRIBED WITH THE FOLLOWING ADDITIONS--
 AK2776'
 AK2776'STATION IS 47 FT. E OF THE SE CORNER OF THE SUN PORCH OF A
 AK2776'LARGE ONE-STORY FRAME RESIDENCE.
 AK2776'
 AK2776'THE ROAD BEARING E FROM THE HIGHWAY LEADS THROUGH A CITRUS
 AK2776'GROVE AND IS MARKED BY A M.S. WHALEY NAMEPLATE.
 AK2776
 AK2776                          STATION RECOVERY (1965)
 AK2776
 AK2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 AK2776'THE STATION AND REFERENCE MARK NO. 1 AND 2 WERE RECOVERED
 AK2776'AND ALL IN GOOD CONDITION.
 AK2776'
 AK2776'THE STATION MAY BE REACHED BY GOING 6.3 MILES SOUTHEAST ALONG
 AK2776'U.S. HIGHWAY 1 FROM THE FLORIDA EAST COAST RAILWAY
 AK2776'COCOA-ROCKLEDGE STATION AT COCOA, THENCE 0.25 MILE EAST ALONG A
 AK2776'PRIVATE SAND ROAD THRU GROVES TO LARGE WHITE HOUSE ON WEST BANK
 AK2776'OF INDIAN RIVER, THE STATION AND ALL REFERENCE MARKS ARE ALL
 AK2776'SET IN A LARGE OUTCROP WHICH IS 109 YARDS LONG AND 15 FEET
 AK2776'WIDE.  THE STATION IS 49-1/2 FEET EAST OF THE NORTHEAST CORNER
 AK2776'OF THE LONE HOUSE, 5 FEET WEST OF THE APPROXIMATE HIGH WATER
 AK2776'LINE OF THE INDIAN RIVER, AND ABOUT 2 FEET ABOVE THE WATER
 AK2776'LINE.  IT IS STAMPED ALBERT 1940.
 AK2776'
 AK2776'REFERENCE MARK NO 1 IS 40.6 FEET SOUTH OF THE STATION, 52 FEET
 AK2776'EAST OF THE SOUTHEAST CORNER OF HOUSE AND 2 FEET WEST OF THE
 AK2776'APPROXIMATE HIGH WATER LINE.  IT IS STAMPED NO 1.
 AK2776'
 AK2776'REFERENCE MARK NO. 2 IS 30.2 FEET NORTHWEST OF THE STATION,
 AK2776'45 FEET NE OF NE CORNER OF HOUSE AND STAMPED NO. 2.
 AK2776
 AK2776                          STATION RECOVERY (1965)
 AK2776
 AK2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK2776'6.6 MI SE FROM COCOA.
 AK2776'ABOUT 6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE FLORIDA
 AK2776'EAST COAST RAILWAY COCOA-ROCKLEDGE STATION AT COCOA, THENCE 0.25
 AK2776'MILE EAST ALONG A PRIVATE SAND ROAD THRU GROVES TO LARGE WHITE
 AK2776'HOUSE ON WEST BANK OF INDIAN RIVER, SET ON TOP OF A ROCK OUTCROP
 AK2776'ALONG RIVER BANK, 49 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE
 AK2776'HOUSE, 5 FEET WEST OF THE APPROXIMATE HIGH WATER LINE AND SET
 AK2776'IN THE TOP OF AN OUTCROP WHICH IS 109 YARDS LONG AND 15 FEET
 AK2776'WIDE AND ABOUT 2 FEET ABOVE THE WATER LINE.  IN SECTION 36,
 AK2776'R 36 E, T 25 S.  NOTE-- MARK WAS REINFORCED WITH CONCRETE AND
 AK2776'SHOULD BE USED WITH CAUTION.
 AK2776
 AK2776                          STATION RECOVERY (1971)
 AK2776
 AK2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK2776'STATION MARK RECOVERED IN A LOOSE CONDITION IN THE DRILL HOLE
 AK2776'IN THE ROCKY OUTCROP.  IT WAS REINFORCED WITH CEMENT AND
 AK2776'SHOULD BE WITHIN A CENTIMETER OF ITS ORIGINAL POSITION.
 AK2776'
 AK2776'R.M. NO. 1 IS DESTROYED.  TIDAL ACTION IS BELIEVED TO HAVE
 AK2776'WASHED IT OUT.
 AK2776'
 AK2776'R.M. NO. 2 WAS RECOVERED IN GOOD CONDITION AND THE DISTANCE
 AK2776'VERIFIED.
 AK2776'
 AK2776'THE DESCRIPTION BY R. GERRISH IN 1965 IS ADEQUATE.  IT IS
 AK2776'NOTED THAT DISTANCES TO STATION MARK AND R.M. NO. 2 ARE FROM
 AK2776'THE PORCH CORNERS RATHER THAN THE HOUSE PROPER.  FURTHER, THE
 AK2776'HOUSE IS ABANDONED AND IN VERY BAD CONDITION.
 AK2776'
 AK2776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK2776'6.55 MILES SOUTHEAST OF COCOA RAILROAD STATION.
 AK2776
 AK2776                          STATION RECOVERY (1971)
 AK2776
 AK2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2776'RECOVERED IN GOOD CONDITION.
 AK2776
 AK2776                          STATION RECOVERY (1976)
 AK2776
 AK2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (GWJ)
 AK2776'STATION FOUND IN GOOD CONDITION IN THE COQUINA BEDROCK.  THE
 AK2776'HOUSE REFERRED TO IN 1965 AND 1971 DESCRIPTIONS HAS BEEN
 AK2776'DESTROYED.  THE SAND ROAD REFERRED TO IN THE DESCRIPTION IS
 AK2776'ADJACENT TO THE FIRST MEDIAN CROSSOVER SOUTH OF THE JUNCTION
 AK2776'OF ROUTE 1 AND 515.  ROAD IS EAST OF ROUTE 1.  AT END OF ROAD
 AK2776'THE REMAINS OF THE HOUSE ARE VISIBLE.  THE STATION IS IN THE
 AK2776'APPROXIMATE CENTER OF THE POINT ABOUT 5 FEET ABOVE THE WATER
 AK2776'LINE, 29.0 FEET SOUTHEAST OF A BLAZED TREE, 11.2 FEET
 AK2776'NORTHEAST OF LONE TREE.
 AK2776
 AK2776                          STATION RECOVERY (1987)
 AK2776
 AK2776'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2776'MARK NOT FOUND.
 AK2776
 AK2776                          STATION RECOVERY (1995)
 AK2776
 AK2776'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4639 ***********************************************************************
 BG4639  DESIGNATION -  ALBERT
 BG4639  PID         -  BG4639
 BG4639  STATE/COUNTY-  FL/WALTON
 BG4639  USGS QUAD   -  DESTIN (1994)
 BG4639
 BG4639                         *CURRENT SURVEY CONTROL
 BG4639  ___________________________________________________________________
 BG4639* NAD 83(1990)-  30 23 40.69207(N)    086 23 19.54472(W)     ADJUSTED  
 BG4639* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 BG4639  ___________________________________________________________________
 BG4639  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BG4639  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BG4639
 BG4639  HORZ ORDER  -  THIRD
 BG4639
 BG4639.The horizontal coordinates were established by classical geodetic methods
 BG4639.and adjusted by the National Geodetic Survey in May 1991..
 BG4639
 BG4639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4639
 BG4639.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4639
 BG4639.The geoid height was determined by GEOID03.
 BG4639
 BG4639;                    North         East     Units Scale Factor Converg.
 BG4639;SPC FL N     -   156,096.170   418,501.949   MT  0.99995627   -0 56 56.9
 BG4639;SPC FL N     -   512,125.52  1,373,035.14   sFT  0.99995627   -0 56 56.9
 BG4639;UTM  16      - 3,362,674.082   558,718.348   MT  0.99964253   +0 18 33.4
 BG4639
 BG4639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4639!SPC FL N     -   1.00000398  x   0.99995627  =   0.99996025
 BG4639!UTM  16      -   1.00000398  x   0.99964253  =   0.99964651
 BG4639
 BG4639                          SUPERSEDED SURVEY CONTROL
 BG4639
 BG4639  NAD 83(1986)-  30 23 40.70847(N)    086 23 19.55090(W) AD(       ) 3
 BG4639  NGVD 29 (11/30/89)    2.1    (m)            7.     (f) VERT ANG       
 BG4639
 BG4639.Superseded values are not recommended for survey control.
 BG4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4639.See file dsdata.txt to determine how the superseded data were derived.
 BG4639
 BG4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5871862674(NAD 83)
 BG4639_MARKER: DH = HORIZONTAL CONTROL DISK
 BG4639_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BG4639_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BG4639_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BG4639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4639+STABILITY: SURFACE MOTION
 BG4639
 BG4639  HISTORY     - Date     Condition        Report By
 BG4639  HISTORY     - 1988     MONUMENTED       NOSAMC
 BG4639  HISTORY     - 19931214 POOR             USPSQD
 BG4639  HISTORY     - 19990406 MARK NOT FOUND   USPSQD
 BG4639  HISTORY     - 20040103 MARK NOT FOUND   USPSQD
 BG4639
 BG4639                          STATION DESCRIPTION
 BG4639
 BG4639'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 BG4639'THE STATION IS LOCATED IN CHOCTAWHATCHEE BAY ON THE SOUTH SHORE OF
 BG4639'THE BAY ABOUT 1.3 MILES EAST OF PINEY POINT ABOUT MIDWAY BETWEEN
 BG4639'DESTIN AND SANDESTIN.
 BG4639'
 BG4639'TO REACH FROM THE INTERSECTION OF PONCE DE LEON STREET AND US 98 ON
 BG4639'THE WEST SIDE OF SANDESTIN GO WEST ON US 98 FOR .81 KILOMETERS
 BG4639'(.5 MILES) TO FOREST DRIVE ON THE RIGHT TURN RIGHT AND GO 1.13
 BG4639'KILOMETERS(0.7 MILES) TO A PAVED CROSSROADS AT HOLIDAY ROAD,
 BG4639'CONTINUE AHEAD ON FOREST LANE FOR 0.81 KILOMETERS(0.5 MILES) TO A
 BG4639'POINT WHERE ROAD TURNS TO THE NORTH, CONTINUE NORTH AND EAST FOR
 BG4639'O.2 MILES TO A SIDE ROAD RIGHT JUST WEST OF A LARGE DRAINAGE DITCH
 BG4639'TURN RIGHT AND GO NORTH FOR O.24 KILOMETERS(0.15 MILES) TO THE
 BG4639'SHORELINE AND THE STATION ON THE NORTHWEST BANK OF THE DITCH AND
 BG4639'AND BAY.
 BG4639'
 BG4639'THE STATION IS A STANDARD  NATIONAL OCEAN SERVICE ALUMINUM DISK
 BG4639'STAMPED---ALBERT 1988---, CRIMPED TO THE TOP OF A 1 INCH DIAMETER
 BG4639'ALUMINUM ROD 42 INCHES IN LENGTH WHICH IS DRIVEN INTO THE GROUND AND
 BG4639'SURROUNDED BY A MASS OF CONCRETE O.1 METERS BELOW GROUND LEVEL.
 BG4639'IT IS 4.55 METERS(14.93 FEET) SOUTH OF THE BAYSHORE APPARENT HIGH
 BG4639'WATER LINE, 0.8 METERS(2.62 FEET) WEST OF THE EDGE OF THE DITCH,
 BG4639'14.5 METERS(47.57 FEET) EAST OF A 10 INCH DIAMETER PINE TREE WITH A
 BG4639'WITNESS SIGN ATTACHED, 5.05 METERS(16.57 FEET) EAST OF A WITNESS
 BG4639'SIGN FOR A FLORIDA DOT MARKER.
 BG4639'
 BG4639'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 BG4639'
 BG4639'DESCRIBED BY C. MIDDLETON
 BG4639
 BG4639                          STATION RECOVERY (1993)
 BG4639
 BG4639'RECOVERY NOTE BY US POWER SQUADRON 1993
 BG4639'MARK RECOVERED IN POOR CONDITION.
 BG4639
 BG4639                          STATION RECOVERY (1999)
 BG4639
 BG4639'RECOVERY NOTE BY US POWER SQUADRON 1999
 BG4639'MARK NOT FOUND.
 BG4639
 BG4639                          STATION RECOVERY (2004)
 BG4639
 BG4639'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG4639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2774 ***********************************************************************
 AK2774  DESIGNATION -  ALBERT RM 2
 AK2774  PID         -  AK2774
 AK2774  STATE/COUNTY-  FL/BREVARD
 AK2774  USGS QUAD   -  COCOA (1984)
 AK2774
 AK2774                         *CURRENT SURVEY CONTROL
 AK2774  ___________________________________________________________________
 AK2774* NAD 83(1986)-  28 15 54.     (N)    080 41 04.     (W)     SCALED    
 AK2774* NAVD 88     -         0.259  (meters)       0.85   (feet)  ADJUSTED  
 AK2774  ___________________________________________________________________
 AK2774  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK2774  DYNAMIC HT  -           0.259 (meters)       0.85  (feet)  COMP
 AK2774  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 AK2774
 AK2774  VERT ORDER  -  FIRST     CLASS I
 AK2774
 AK2774.The horizontal coordinates were scaled from a topographic map and have
 AK2774.an estimated accuracy of +/- 6 seconds.
 AK2774
 AK2774.The orthometric height was determined by differential leveling
 AK2774.and adjusted by the National Geodetic Survey in June 1991..
 AK2774
 AK2774.The geoid height was determined by GEOID03.
 AK2774
 AK2774.The dynamic height is computed by dividing the NAVD 88
 AK2774.geopotential number by the normal gravity value computed on the
 AK2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2774.degrees latitude (g = 980.6199 gals.).
 AK2774
 AK2774.The modeled gravity was interpolated from observed gravity values.
 AK2774
 AK2774;                    North         East    Units  Estimated Accuracy
 AK2774;SPC FL E     -   435,620.      230,960.      MT  (+/- 180 meters Scaled)
 AK2774
 AK2774                          SUPERSEDED SURVEY CONTROL
 AK2774
 AK2774  NGVD 29 (??/??/92)    0.687  (m)            2.25   (f) ADJ UNCH    1 1
 AK2774
 AK2774.Superseded values are not recommended for survey control.
 AK2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2774.See file dsdata.txt to determine how the superseded data were derived.
 AK2774
 AK2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM309265(NAD 83)
 AK2774_MARKER: DR = REFERENCE MARK DISK
 AK2774_SETTING: 66 = SET IN ROCK OUTCROP
 AK2774_SP_SET: ROCK OUTCROP
 AK2774_STAMPING: NO 2
 AK2774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AK2774+STABILITY: POSITION/ELEVATION WELL
 AK2774
 AK2774  HISTORY     - Date     Condition        Report By
 AK2774  HISTORY     - 1940     MONUMENTED       CGS
 AK2774  HISTORY     - 1965     GOOD             NGS
 AK2774  HISTORY     - 1971     GOOD             NGS
 AK2774  HISTORY     - 19950304 MARK NOT FOUND   USPSQD
 AK2774
 AK2774                          STATION DESCRIPTION
 AK2774
 AK2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK2774'6.6 MI SE FROM COCOA.
 AK2774'ABOUT 6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE FLORIDA
 AK2774'EAST COAST RAILWAY COCOA-ROCKLEDGE STATION AT COCOA, THENCE 0.25
 AK2774'MILE EAST ALONG A PRIVATE SAND ROAD, ALONG THE WEST BANK OF THE
 AK2774'INDIAN RIVER, SET IN THE TOP OF A ROCK OUTCROP ALONG RIVER BANK,
 AK2774'30.2 FEET NORTHWEST OF THE STATION, 45.0 FEET NORTHEAST OF THE
 AK2774'NORTHEAST CORNER OF A LARGE WHITE HOUSE, 5 FEET SOUTHWEST OF
 AK2774'THE APPROXIMATE HIGH WATER LINE, AND SET IN THE TOP OF AN
 AK2774'OUTCROP WHICH IS ABOUT 109 YARDS LONG AND 15 FEET WIDE AND
 AK2774'PROJECTS ABOUT 2 FEET ABOVE THE HIGH WATER LINE OF THE INDIAN
 AK2774'RIVER.  IN SECTION 36, R 36 E, T 25 S.
 AK2774
 AK2774                          STATION RECOVERY (1971)
 AK2774
 AK2774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2774'RECOVERED IN GOOD CONDITION.
 AK2774
 AK2774                          STATION RECOVERY (1995)
 AK2774
 AK2774'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4228 ***********************************************************************
 BG4228  DESIGNATION -  ALBINO
 BG4228  PID         -  BG4228
 BG4228  STATE/COUNTY-  FL/WALTON
 BG4228  USGS QUAD   -  NICEVILLE SE (1987)
 BG4228
 BG4228                         *CURRENT SURVEY CONTROL
 BG4228  ___________________________________________________________________
 BG4228* NAD 83(1990)-  30 32 23.63901(N)    086 20 59.82693(W)     ADJUSTED  
 BG4228* NAVD 88     -        36.9    (meters)     121.     (feet)  VERTCON   
 BG4228  ___________________________________________________________________
 BG4228  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BG4228  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG4228
 BG4228  HORZ ORDER  -  FIRST
 BG4228
 BG4228.The horizontal coordinates were established by classical geodetic methods
 BG4228.and adjusted by the National Geodetic Survey in May 1991..
 BG4228
 BG4228.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4228
 BG4228.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4228
 BG4228.The geoid height was determined by GEOID03.
 BG4228
 BG4228;                    North         East     Units Scale Factor Converg.
 BG4228;SPC FL N     -   172,136.210   422,492.331   MT  0.99996950   -0 55 46.7
 BG4228;SPC FL N     -   564,750.22  1,386,126.92   sFT  0.99996950   -0 55 46.7
 BG4228;UTM  16      - 3,378,792.823   562,354.133   MT  0.99964796   +0 19 49.2
 BG4228
 BG4228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4228!SPC FL N     -   0.99999851  x   0.99996950  =   0.99996801
 BG4228!UTM  16      -   0.99999851  x   0.99964796  =   0.99964647
 BG4228
 BG4228:                Primary Azimuth Mark                     Grid Az
 BG4228:SPC FL N     -  ALBINO AZ MK                             122 19 48.0
 BG4228:UTM  16      -  ALBINO AZ MK                             121 04 12.1
 BG4228
 BG4228|---------------------------------------------------------------------|
 BG4228| PID    Reference Object                     Distance      Geod. Az  |
 BG4228|                                                           dddmmss.s |
 BG4228| CW1716 ALBINO AZ MK                                       1212401.3 |
 BG4228| CW1717 ALBINO RM 1                          25.865 METERS 17724     |
 BG4228| CW1718 ALBINO RM 2                          23.080 METERS 32233     |
 BG4228|---------------------------------------------------------------------|
 BG4228
 BG4228                          SUPERSEDED SURVEY CONTROL
 BG4228
 BG4228  NAD 83(1986)-  30 32 23.65443(N)    086 20 59.83227(W) AD(       ) 1
 BG4228  NAD 27      -  30 32 22.95100(N)    086 21 00.02700(W) AD(       ) 1
 BG4228  NGVD 29 (07/19/86)   37.0    (m)          121.     (f) VERT ANG       
 BG4228
 BG4228.Superseded values are not recommended for survey control.
 BG4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4228.See file dsdata.txt to determine how the superseded data were derived.
 BG4228
 BG4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6235478793(NAD 83)
 BG4228_MARKER: DS = TRIANGULATION STATION DISK
 BG4228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4228
 BG4228  HISTORY     - Date     Condition        Report By
 BG4228  HISTORY     - 1955     MONUMENTED       CGS
 BG4228
 BG4228                          STATION DESCRIPTION
 BG4228
 BG4228'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 BG4228'STATION IS LOCATED ON EGLIN MILITARY RESERVATION, ABOUT 8.5 MILES
 BG4228'EAST-NORTHEAST OF NICEVILLE.  STATION IS 37 FEET NORTHEAST OF
 BG4228'A TRIANGLE BLAZED PINE TREE, 31 FEET EAST OF THE APPROXIMATE
 BG4228'CENTERLINE OF SAND ROAD, AND 5 FEET SOUTH OF A WITNESS POST.  THE
 BG4228'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALBINO 1955.
 BG4228'
 BG4228'REFERENCE MARK NO. 1 IS SET AT THE WEST EDGE OF THE CLEARING,
 BG4228'AND 45 FEET WEST OF A POWER POLE.  THE MARK PROJECTS 6 INCHES AND
 BG4228'THE DISK IS STAMPED ALBINO NO 1 1955.
 BG4228'
 BG4228'REFERENCE MARK NO. 2 IS 45 FEET WEST OF THE APPROXIMATE
 BG4228'CENTERLINE OF A SAND ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 BG4228'DISK IS STAMPED ALBINO NO 2 1955.
 BG4228'
 BG4228'AZIMUTH MARK IS 13 FEET NORTHWEST OF A POWER POLE, 42 FEET EAST
 BG4228'OF THE APPROXIMATE CENTERLINE OF A SAND ROAD, AND 4 FEET
 BG4228'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 BG4228'THE DISK IS STAMPED ALBINO 1955.
 BG4228'
 BG4228'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 20 AND 285 IN
 BG4228'THE NORTHEAST EDGE OF NICEVILLE, GO EAST AND SOUTHEAST ON STATE
 BG4228'HIGHWAY NO. 20 FOR 4.2 MILES TO FORKS.  TAKE LEFT FORK AND GO
 BG4228'EAST AND NORTHEAST ON SURFACED ROAD FOR 5.2 MILES TO SIDE ROAD
 BG4228'LEFT.  TURN LEFT AND GO NORTHWEST ON SAND ROAD FOR 1.85 MILES
 BG4228'TO ANGLING CROSSROAD.  TURN SHARP RIGHT AND GO NORTHEAST KEEPING
 BG4228'STRAIGHT AHEAD AT FORKS FOR 1.45 MILES TO A TRIANGLE BLAZED
 BG4228'PINE TREE AND STATION ON RIGHT (EAST) SIDE OF ROAD AS
 BG4228'DESCRIBED.  TO REACH AZIMUTH MARK GO EASTERLY ALONG POWERLINE
 BG4228'FOR 0.3 MILE.
 BG4228'
 BG4228'HEIGHT OF LIGHT ABOVE STATION MARK 21.97 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1348 ***********************************************************************
 AR1348  DESIGNATION -  ALBION
 AR1348  PID         -  AR1348
 AR1348  STATE/COUNTY-  FL/LEVY
 AR1348  USGS QUAD   -  BRONSON NE (1988)
 AR1348
 AR1348                         *CURRENT SURVEY CONTROL
 AR1348  ___________________________________________________________________
 AR1348* NAD 83(1986)-  29 30 00.     (N)    082 34 25.     (W)     SCALED    
 AR1348* NAVD 88     -        26.647  (meters)      87.42   (feet)  POSTED    
 AR1348  ___________________________________________________________________
 AR1348  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR1348  DYNAMIC HT  -          26.610 (meters)      87.30  (feet)  COMP
 AR1348  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 AR1348
 AR1348  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AR1348
 AR1348.The horizontal coordinates were scaled from a topographic map and have
 AR1348.an estimated accuracy of +/- 6 seconds.
 AR1348
 AR1348.The orthometric height was determined by differential leveling
 AR1348.and adjusted by the National Geodetic Survey in 1992..
 AR1348.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AR1348.rate of 3.1 thru 4.0 mm/km.
 AR1348
 AR1348.The geoid height was determined by GEOID03.
 AR1348
 AR1348.The dynamic height is computed by dividing the NAVD 88
 AR1348.geopotential number by the normal gravity value computed on the
 AR1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1348.degrees latitude (g = 980.6199 gals.).
 AR1348
 AR1348.The modeled gravity was interpolated from observed gravity values.
 AR1348
 AR1348;                    North         East    Units  Estimated Accuracy
 AR1348;SPC FL W     -   572,580.      144,380.      MT  (+/- 180 meters Scaled)
 AR1348
 AR1348                          SUPERSEDED SURVEY CONTROL
 AR1348
 AR1348.No superseded survey control is available for this station.
 AR1348
 AR1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN474644(NAD 83)
 AR1348_MARKER: DB = BENCH MARK DISK
 AR1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AR1348_SP_SET: PIER
 AR1348_STAMPING: F268 1966
 AR1348
 AR1348  HISTORY     - Date     Condition        Report By
 AR1348  HISTORY     - UNK      MONUMENTED
 AR1348  HISTORY     - 1976     GOOD             FLDT
 AR1348  HISTORY     - 20001129 MARK NOT FOUND   USPSQD
 AR1348
 AR1348                          STATION DESCRIPTION
 AR1348
 AR1348'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AR1348'4.1 MI SW FROM GAINESVILLE.
 AR1348'FROM THE CROSSING OF THE SEABOARD COAST LINE RAILROAD AND
 AR1348'SOUTH MAIN STREET AT GAINESVILLE, PROCEED SOUTHWEST ALONG THE
 AR1348'SEABOARD COAST LINE RAILROAD FOR ABOUT 4.1 MILES TO THE OVERPASS
 AR1348'CROSSING OF INTERSTATE ROUTE 75 AND THE BENCH MARK, WHICH IS
 AR1348'SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWEST SUPPORT
 AR1348'PIER, BETWEEN THE TRACK AND STATE ROAD 24, AND SUPPORTING
 AR1348'INTERSTATE ROUTE 75 SOUTHBOUND BRIDGE.  IT IS 30.0 FEET NORTHWEST
 AR1348'OF THE NORTHWEST RAIL, 35.0 FEET SOUTHEAST OF THE CENTERLINE
 AR1348'OF STATE ROAD 24 AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE
 AR1348'TRACK.  SECTION 14, T 10S, R 19E
 AR1348
 AR1348                          STATION RECOVERY (2000)
 AR1348
 AR1348'RECOVERY NOTE BY US POWER SQUADRON 2000 (PL)
 AR1348'THE DESCRIPTION FOR THIS MARK IS FOR A MARK IN MARION COUNTY, FLORIDA,
 AR1348'NOT LEVY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8998 ***********************************************************************
 DG8998  DESIGNATION -  ALBRITTON
 DG8998  PID         -  DG8998
 DG8998  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8998  USGS QUAD   -  GANDY BRIDGE (1987)
 DG8998
 DG8998                         *CURRENT SURVEY CONTROL
 DG8998  ___________________________________________________________________
 DG8998* NAD 83(1999)-  27 58 28.98783(N)    082 30 43.30067(W)     ADJUSTED  
 DG8998* NAVD 88     -        10.5    (meters)      34.     (feet)  GPS OBS   
 DG8998  ___________________________________________________________________
 DG8998  X           -     734,605.742 (meters)                     COMP
 DG8998  Y           -  -5,588,950.707 (meters)                     COMP
 DG8998  Z           -   2,974,024.504 (meters)                     COMP
 DG8998  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DG8998  ELLIP HEIGHT-         -14.46  (meters)          (12/06/04) GPS OBS
 DG8998  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 DG8998
 DG8998  HORZ ORDER  -  FIRST
 DG8998  ELLP ORDER  -  FOURTH    CLASS I
 DG8998
 DG8998.The horizontal coordinates were established by GPS observations
 DG8998.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8998
 DG8998.The orthometric height was determined by GPS observations and a
 DG8998.high-resolution geoid model.
 DG8998
 DG8998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8998
 DG8998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8998
 DG8998.The ellipsoidal height was determined by GPS observations
 DG8998.and is referenced to NAD 83.
 DG8998
 DG8998.The geoid height was determined by GEOID03.
 DG8998
 DG8998;                    North         East     Units Scale Factor Converg.
 DG8998;SPC FL W     -   403,513.095   149,626.809   MT  0.99997248   -0 14 24.7
 DG8998;SPC FL W     - 1,323,859.21    490,900.62   sFT  0.99997248   -0 14 24.7
 DG8998;UTM  17      - 3,095,322.437   351,289.178   MT  0.99987296   -0 42 33.8
 DG8998
 DG8998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8998!SPC FL W     -   1.00000227  x   0.99997248  =   0.99997475
 DG8998!UTM  17      -   1.00000227  x   0.99987296  =   0.99987523
 DG8998
 DG8998                          SUPERSEDED SURVEY CONTROL
 DG8998
 DG8998.No superseded survey control is available for this station.
 DG8998
 DG8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5128995322(NAD 83)
 DG8998_MARKER: DD = SURVEY DISK
 DG8998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8998_STAMPING: ALBRITTON 1999
 DG8998_MARK LOGO: FL-057
 DG8998_PROJECTION: RECESSED 13 CENTIMETERS
 DG8998_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8998+STABILITY: SURFACE MOTION
 DG8998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8998+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2005
 DG8998
 DG8998  HISTORY     - Date     Condition        Report By
 DG8998  HISTORY     - 1999     MONUMENTED       FL-057
 DG8998  HISTORY     - 20051028 GOOD             POLASS
 DG8998
 DG8998                          STATION DESCRIPTION
 DG8998
 DG8998'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1999 (RJA)
 DG8998'THE STATION IS LOCATED IN HILLSBOROUGH  COUNTY,  FLORIDA, ABOUT 3.0
 DG8998'MILES  NORTHEAST OF THE CITY OF TAMPA  AND 6.5 MILES  SOUTHEAST OF THE
 DG8998'TOWN OF CITRUS PARK, IN SECTION 4 TOWNSHIP 29  SOUTH, RANGE 18 EAST.
 DG8998'OWNERSHIP--HILLSBOROUGH COUNTY COMMUNITY COLLEAGE THE STATION IS A 12
 DG8998'INCH ROUND CONCRETE MONUMENT. RECESSED 5  INCHES BELOW THE GROUND. TO
 DG8998'REACH THE STATION FROM THE INTERSECTION OF DALE MABRY HWY.  (S.R.580)
 DG8998'AND TAMPA BAY BLVD. PROCEED WEST ON TAMPA BAY BLVD. FOR  0.4 MILES  TO
 DG8998'THE STATION ON THE RIGHT (NORTH) SIDE OF THE ROAD. THE STATION IS ON
 DG8998'THE GRASS ISLAND IN THE PARKING LOT FOR  HILLSBOROUGH COUNTY COMMUNITY
 DG8998'COLLEAGE.
 DG8998' 
 DG8998'1.0 FT NORTHEAST OF A CARSONITE WITNESS POST / HILLSBOROUGH  COUNTY.
 DG8998'35.0 FT NORTHEAST OF A NAIL AND HILLS COUNTY DISK IN THE CENTER LINE
 DG8998'OF ASPHALT ROAD. 36.3 FT SOUTHEAST OF A NAIL AND HILLS COUNTY DISK  IN
 DG8998'THE CENTER LINE  OF ASPHALT ROAD. 91.7 FT WEST-SOUTHWEST OF A CONCRETE
 DG8998'LIGHT POLE 23475/42374. 111.7 FT SOUTHEAST OF A CONCRETE LIGHT POLE
 DG8998'23464/42385.
 DG8998
 DG8998                          STATION RECOVERY (2005)
 DG8998
 DG8998'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 DG8998'UNDISTURBED. FULL VIEW OF SKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6440 ***********************************************************************
 AK6440  DESIGNATION -  ALDEN 2
 AK6440  PID         -  AK6440
 AK6440  STATE/COUNTY-  FL/VOLUSIA
 AK6440  USGS QUAD   -  ARIEL (1970)
 AK6440
 AK6440                         *CURRENT SURVEY CONTROL
 AK6440  ___________________________________________________________________
 AK6440* NAD 83(1990)-  28 57 46.72270(N)    080 50 51.13685(W)     ADJUSTED  
 AK6440* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AK6440  ___________________________________________________________________
 AK6440  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AK6440  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK6440
 AK6440  HORZ ORDER  -  SECOND
 AK6440
 AK6440.The horizontal coordinates were established by classical geodetic methods
 AK6440.and adjusted by the National Geodetic Survey in May 1991..
 AK6440.No horizontal observational check was made to the station.
 AK6440
 AK6440.The orthometric height was scaled from a topographic map.
 AK6440
 AK6440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6440
 AK6440.The geoid height was determined by GEOID03.
 AK6440
 AK6440;                    North         East     Units Scale Factor Converg.
 AK6440;SPC FL E     -   512,936.567   214,860.155   MT  0.99994390   +0 04 25.8
 AK6440;SPC FL E     - 1,682,859.39    704,920.36   sFT  0.99994390   +0 04 25.8
 AK6440;UTM  17      - 3,203,893.536   514,855.085   MT  0.99960272   +0 04 25.8
 AK6440
 AK6440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6440!SPC FL E     -   1.00000321  x   0.99994390  =   0.99994711
 AK6440!UTM  17      -   1.00000321  x   0.99960272  =   0.99960593
 AK6440
 AK6440|---------------------------------------------------------------------|
 AK6440| PID    Reference Object                     Distance      Geod. Az  |
 AK6440|                                                           dddmmss.s |
 AK6440| AK0547 ALDEN RESET                          30.276 METERS 23004     |
 AK6440| AK6479 EDGEWATER MUNICIPAL TANK            APPROX. 6.6 KM 2992900.6 |
 AK6440| AK0549 ALDEN RM 1                           17.358 METERS 34008     |
 AK6440|---------------------------------------------------------------------|
 AK6440
 AK6440                          SUPERSEDED SURVEY CONTROL
 AK6440
 AK6440  NAD 83(1986)-  28 57 46.72965(N)    080 50 51.14834(W) AD(       ) 2
 AK6440  NAD 27      -  28 57 45.77431(N)    080 50 51.95865(W) AD(       ) 2
 AK6440
 AK6440.Superseded values are not recommended for survey control.
 AK6440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6440.See file dsdata.txt to determine how the superseded data were derived.
 AK6440
 AK6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1485503894(NAD 83)
 AK6440_MARKER: DS = TRIANGULATION STATION DISK
 AK6440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6440
 AK6440  HISTORY     - Date     Condition        Report By
 AK6440  HISTORY     - 1963     MONUMENTED       CGS
 AK6440
 AK6440                          STATION DESCRIPTION
 AK6440
 AK6440'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AK6440'STATION IS LOCATED 6.0 MILES SOUTH OF NEW SMYRNA BEACH (FORMERLY
 AK6440'CALLED CORONADO BEACH), AND 2.5 MILES EAST OF EDGEWATER, ON THE
 AK6440'EAST SIDE OF A COUNTY ROAD, 300 FEET EAST OF HIGHWAY A1A.
 AK6440'
 AK6440'TO REACH THE STATION FROM THE INTERSECTION OF FLAGLER AVE. AND
 AK6440'ATLANTIC AVE. IN NEW SMYRNA BEACH (FORMERLY CORONADO BEACH) GO
 AK6440'SOUTH ON ATLANTIC AVE. (HIGHWAY A1A) FOR 5.15 MILES TO THE AZIMUTH
 AK6440'MARK ON THE LEFT, BETWEEN COUNTY ROAD AND A1A.  CONTINUE SOUTH ON
 AK6440'A1A FOR 0.7 MILE TO WHERE THE COUNTY ROAD ANGLES SOUTH.  TAKE
 AK6440'COUNTY ROAD SOUTH FOR 0.15 MILE TO THE STATION ON THE LEFT
 AK6440'BETWEEN THE ROAD AND ATLANTIC OCEAN.
 AK6440'
 AK6440'STATION IS A STANDARD DISK STAMPED ALDEN 2 1963 SET IN THE TOP
 AK6440'OF AN 8 X 8 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND, AND IS
 AK6440'28 FT. EAST OF THE CENTER OF THE COUNTY ROAD, 75.0 FT. WEST OF
 AK6440'HIGH WATER LINE, 64.5 FT. NORTHEAST OF A POWER POLE, AND 1.5
 AK6440'FT. EAST OF A WITNESS SIGN.
 AK6440'
 AK6440'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALDEN NO 1 1934 SET
 AK6440'IN THE TOP OF A 12 X 12 SQUARE CONCRETE MONUMENT PROJECTING 2
 AK6440'INCHES, WITH THE ARROW POINTING TO THE OLD STATION, AND IS 45
 AK6440'FT. EAST OF THE CENTER OF THE ROAD AND 10 FT. WEST OF THE BEACH
 AK6440'BLUFF.
 AK6440'
 AK6440'AZIMUTH MARK IS A STANDARD DISK STAMPED ALDEN 1874-1934-1956 SET
 AK6440'IN THE TOP OF A 12 X 12 SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AK6440'GROUND, AND IS 33 FT. SOUTH OF A POWER POLE, 30 FT. WEST OF THE
 AK6440'CENTER OF THE COUNTY ROAD, AND 2 FT. SOUTH OF A WITNESS SIGN.
 AK6440'
 AK6440'NOTE--DUE TO CONSTRUCTION IN THE AREA NO NEW REFERENCE MARK WAS
 AK6440'SET.  ALSO THE AZIMUTH MARK WILL NOT BE VISIBLE UNTIL THE LAND
 AK6440'IS CLEARED.  THERE IS NO GEOGRAPHIC POSITION FOR EDGEWATER
 AK6440'MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0545 ***********************************************************************
 AK0545  DESIGNATION -  ALDEN AZ MK 1874 1956
 AK0545  PID         -  AK0545
 AK0545  STATE/COUNTY-  FL/VOLUSIA
 AK0545  USGS QUAD   -  ARIEL (1970)
 AK0545
 AK0545                         *CURRENT SURVEY CONTROL
 AK0545  ___________________________________________________________________
 AK0545* NAD 83(1986)-  28 58 21.     (N)    080 51 19.     (W)     SCALED    
 AK0545* NAVD 88     -         3.183  (meters)      10.44   (feet)  ADJUSTED  
 AK0545  ___________________________________________________________________
 AK0545  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK0545  DYNAMIC HT  -           3.179 (meters)      10.43  (feet)  COMP
 AK0545  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AK0545
 AK0545  VERT ORDER  -  FIRST     CLASS II
 AK0545
 AK0545.The horizontal coordinates were scaled from a topographic map and have
 AK0545.an estimated accuracy of +/- 6 seconds.
 AK0545
 AK0545.The orthometric height was determined by differential leveling
 AK0545.and adjusted by the National Geodetic Survey in June 1991..
 AK0545
 AK0545.The geoid height was determined by GEOID03.
 AK0545
 AK0545.The dynamic height is computed by dividing the NAVD 88
 AK0545.geopotential number by the normal gravity value computed on the
 AK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0545.degrees latitude (g = 980.6199 gals.).
 AK0545
 AK0545.The modeled gravity was interpolated from observed gravity values.
 AK0545
 AK0545;                    North         East    Units  Estimated Accuracy
 AK0545;SPC FL E     -   513,990.      214,100.      MT  (+/- 180 meters Scaled)
 AK0545
 AK0545                          SUPERSEDED SURVEY CONTROL
 AK0545
 AK0545  NGVD 29 (09/01/92)    3.556  (m)           11.67   (f) ADJUSTED    1 2
 AK0545
 AK0545.Superseded values are not recommended for survey control.
 AK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0545.See file dsdata.txt to determine how the superseded data were derived.
 AK0545
 AK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN141049(NAD 83)
 AK0545_MARKER: DZ = AZIMUTH MARK DISK
 AK0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0545_STAMPING: ALDEN 1874 1934 1956
 AK0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0545+STABILITY: SURFACE MOTION
 AK0545
 AK0545  HISTORY     - Date     Condition        Report By
 AK0545  HISTORY     - 1956     MONUMENTED       CGS
 AK0545  HISTORY     - 1963     GOOD             NGS
 AK0545  HISTORY     - 1972     GOOD             NGS
 AK0545  HISTORY     - 1978     GOOD             FLDT
 AK0545  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0545
 AK0545                          STATION DESCRIPTION
 AK0545
 AK0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0545'2.6 MI SE FROM NEW SMYRNA BEACH.
 AK0545'ABOUT 2.55 MILES SOUTHEAST ALONG SAXON DRIVE AND A BLACK TOP
 AK0545'ROAD FROM THE CORONADO BEACH SCHOOL, 214 FEET SOUTH OF THE
 AK0545'CENTER LINE OF A DIM TRAIL LEADING ACROSS THE BLACK TOP ROAD,
 AK0545'24 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 AK0545'32 1/2 FEET SOUTHEAST OF A POWER LINE POLE, 2 1/2 FEET SOUTH
 AK0545'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 AK0545'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 AK0545'THE LEVEL OF THE GROUND.  NOTE-- BM IS ON HWY. A1A S OF NEW
 AK0545'SMYRNA BEACH AND 0.85 MILES S OF INTERSECTION OF A1A WITH
 AK0545'SAXON DR. BM IS NOW 51 FEET NE OF CENTERLINE OF ROAD, 89 FEET
 AK0545'N OF SPEED SIGN ON NE SIDE OF ROAD.
 AK0545
 AK0545                          STATION RECOVERY (1972)
 AK0545
 AK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AK0545'RECOVERED IN GOOD CONDITION.
 AK0545
 AK0545                          STATION RECOVERY (1978)
 AK0545
 AK0545'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK0545'RECOVERED IN GOOD CONDITION.
 AK0545
 AK0545                          STATION RECOVERY (1990)
 AK0545
 AK0545'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0548 ***********************************************************************
 AK0548  DESIGNATION -  ALDEN RM
 AK0548  PID         -  AK0548
 AK0548  STATE/COUNTY-  FL/VOLUSIA
 AK0548  USGS QUAD   -  ARIEL (1970)
 AK0548
 AK0548                         *CURRENT SURVEY CONTROL
 AK0548  ___________________________________________________________________
 AK0548* NAD 83(1986)-  28 57 46.     (N)    080 50 52.     (W)     SCALED    
 AK0548* NAVD 88     -         7.238  (meters)      23.75   (feet)  ADJUSTED  
 AK0548  ___________________________________________________________________
 AK0548  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK0548  DYNAMIC HT  -           7.228 (meters)      23.71  (feet)  COMP
 AK0548  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AK0548
 AK0548  VERT ORDER  -  FIRST     CLASS II
 AK0548
 AK0548.The horizontal coordinates were scaled from a topographic map and have
 AK0548.an estimated accuracy of +/- 6 seconds.
 AK0548
 AK0548.The orthometric height was determined by differential leveling
 AK0548.and adjusted by the National Geodetic Survey in June 1991..
 AK0548
 AK0548.The geoid height was determined by GEOID03.
 AK0548
 AK0548.The dynamic height is computed by dividing the NAVD 88
 AK0548.geopotential number by the normal gravity value computed on the
 AK0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0548.degrees latitude (g = 980.6199 gals.).
 AK0548
 AK0548.The modeled gravity was interpolated from observed gravity values.
 AK0548
 AK0548;                    North         East    Units  Estimated Accuracy
 AK0548;SPC FL E     -   512,910.      214,840.      MT  (+/- 180 meters Scaled)
 AK0548
 AK0548                          SUPERSEDED SURVEY CONTROL
 AK0548
 AK0548  NGVD 29 (??/??/92)    7.611  (m)           24.97   (f) ADJ UNCH    1 2
 AK0548
 AK0548.Superseded values are not recommended for survey control.
 AK0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0548.See file dsdata.txt to determine how the superseded data were derived.
 AK0548
 AK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148038(NAD 83)
 AK0548_MARKER: DR = REFERENCE MARK DISK
 AK0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0548+STABILITY: SURFACE MOTION
 AK0548
 AK0548  HISTORY     - Date     Condition        Report By
 AK0548  HISTORY     - 1925     MONUMENTED       CGS
 AK0548  HISTORY     - 1963     GOOD             NGS
 AK0548  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AK0548
 AK0548                          STATION DESCRIPTION
 AK0548
 AK0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0548'3.4 MI SE FROM NEW SMYRNA BEACH.
 AK0548'ABOUT 3.45 MILES SOUTHEAST ALONG SAXON DRIVE AND A BLACK TOP
 AK0548'ROAD FROM THE CORONADA BEACH SCHOOL, ON THE TOP OF A MOUND,
 AK0548'46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 26.2 FEET
 AK0548'NORTHEAST OF THE STATION, 22 1/2 FEET WEST OF A LOWER LINE POLE,
 AK0548'5 FEET SOUTHWEST OF THE EDGE OF A HIGH BANK, 12 FEET ABOVE
 AK0548'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AK0548'2 FEET ABOVE THE LEVEL OF THE GROUND.
 AK0548
 AK0548                          STATION RECOVERY (1986)
 AK0548
 AK0548'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AK0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0549 ***********************************************************************
 AK0549  DESIGNATION -  ALDEN RM 1
 AK0549  PID         -  AK0549
 AK0549  STATE/COUNTY-  FL/VOLUSIA
 AK0549  USGS QUAD   -  ARIEL (1970)
 AK0549
 AK0549                         *CURRENT SURVEY CONTROL
 AK0549  ___________________________________________________________________
 AK0549* NAD 83(1986)-  28 57 46.     (N)    080 50 52.     (W)     SCALED    
 AK0549* NAVD 88     -         4.654  (meters)      15.27   (feet)  ADJUSTED  
 AK0549  ___________________________________________________________________
 AK0549  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK0549  DYNAMIC HT  -           4.647 (meters)      15.25  (feet)  COMP
 AK0549  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AK0549
 AK0549  VERT ORDER  -  FIRST     CLASS II
 AK0549
 AK0549.The horizontal coordinates were scaled from a topographic map and have
 AK0549.an estimated accuracy of +/- 6 seconds.
 AK0549
 AK0549.The orthometric height was determined by differential leveling
 AK0549.and adjusted by the National Geodetic Survey in June 1991..
 AK0549
 AK0549.The geoid height was determined by GEOID03.
 AK0549
 AK0549.The dynamic height is computed by dividing the NAVD 88
 AK0549.geopotential number by the normal gravity value computed on the
 AK0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0549.degrees latitude (g = 980.6199 gals.).
 AK0549
 AK0549.The modeled gravity was interpolated from observed gravity values.
 AK0549
 AK0549;                    North         East    Units  Estimated Accuracy
 AK0549;SPC FL E     -   512,910.      214,840.      MT  (+/- 180 meters Scaled)
 AK0549
 AK0549                          SUPERSEDED SURVEY CONTROL
 AK0549
 AK0549  NGVD 29 (??/??/92)    5.027  (m)           16.49   (f) ADJ UNCH    1 2
 AK0549
 AK0549.Superseded values are not recommended for survey control.
 AK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0549.See file dsdata.txt to determine how the superseded data were derived.
 AK0549
 AK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148038(NAD 83)
 AK0549_MARKER: DR = REFERENCE MARK DISK
 AK0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0549_STAMPING: ALDEN NO 1 1934
 AK0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0549+STABILITY: SURFACE MOTION
 AK0549
 AK0549  HISTORY     - Date     Condition        Report By
 AK0549  HISTORY     - 1934     MONUMENTED       CGS
 AK0549  HISTORY     - 1963     GOOD             NGS
 AK0549  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AK0549
 AK0549                          STATION DESCRIPTION
 AK0549
 AK0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0549'3.4 MI SE FROM NEW SMYRNA BEACH.
 AK0549'ABOUT 3.45 MILES SOUTHEAST ALONG SAXON DRIVE AND A BLACK TOP
 AK0549'ROAD FROM THE CORONADO BEACH SCHOOL, AT A SMALL CLEARING,
 AK0549'BETWEEN THE ROAD AND THE OCEAN BEACH, 131 FEET NORTH OF AND
 AK0549'ACROSS THE BLACK TOP ROAD FROM THE STATION, 41 FEET NORTHEAST
 AK0549'OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTHWEST OF THE TOP
 AK0549'OF THE BANK BETWEEN THE ROAD AND THE OCEAN, 1 FOOT ABOVE THE
 AK0549'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AK0549'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK0549
 AK0549                          STATION RECOVERY (1986)
 AK0549
 AK0549'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AK0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0546 ***********************************************************************
 AK0546  DESIGNATION -  ALDEN RM 3
 AK0546  PID         -  AK0546
 AK0546  STATE/COUNTY-  FL/VOLUSIA
 AK0546  USGS QUAD   -  ARIEL (1970)
 AK0546
 AK0546                         *CURRENT SURVEY CONTROL
 AK0546  ___________________________________________________________________
 AK0546* NAD 83(1986)-  28 58 02.     (N)    080 51 03.     (W)     SCALED    
 AK0546* NAVD 88     -         1.996  (meters)       6.55   (feet)  ADJUSTED  
 AK0546  ___________________________________________________________________
 AK0546  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AK0546  DYNAMIC HT  -           1.994 (meters)       6.54  (feet)  COMP
 AK0546  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AK0546
 AK0546  VERT ORDER  -  FIRST     CLASS II
 AK0546
 AK0546.The horizontal coordinates were scaled from a topographic map and have
 AK0546.an estimated accuracy of +/- 6 seconds.
 AK0546
 AK0546.The orthometric height was determined by differential leveling
 AK0546.and adjusted by the National Geodetic Survey in June 1991..
 AK0546
 AK0546.The geoid height was determined by GEOID03.
 AK0546
 AK0546.The dynamic height is computed by dividing the NAVD 88
 AK0546.geopotential number by the normal gravity value computed on the
 AK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0546.degrees latitude (g = 980.6199 gals.).
 AK0546
 AK0546.The modeled gravity was interpolated from observed gravity values.
 AK0546
 AK0546;                    North         East    Units  Estimated Accuracy
 AK0546;SPC FL E     -   513,410.      214,540.      MT  (+/- 180 meters Scaled)
 AK0546
 AK0546                          SUPERSEDED SURVEY CONTROL
 AK0546
 AK0546  NGVD 29 (??/??/92)    2.370  (m)            7.78   (f) ADJ UNCH    1 2
 AK0546
 AK0546.Superseded values are not recommended for survey control.
 AK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0546.See file dsdata.txt to determine how the superseded data were derived.
 AK0546
 AK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN145043(NAD 83)
 AK0546_MARKER: DR = REFERENCE MARK DISK
 AK0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0546_STAMPING: ALDEN NO 3 1934
 AK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0546+STABILITY: SURFACE MOTION
 AK0546
 AK0546  HISTORY     - Date     Condition        Report By
 AK0546  HISTORY     - 1934     MONUMENTED       CGS
 AK0546  HISTORY     - 1963     GOOD             NGS
 AK0546  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AK0546
 AK0546                          STATION DESCRIPTION
 AK0546
 AK0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0546'3.1 MI SE FROM NEW SMYRNA BEACH.
 AK0546'ABOUT 3.1 MILES SOUTHEAST ALONG SAXON DRIVE AND A BLACKTOP
 AK0546'ROAD FROM THE CORONADO BEACH SCHOOL, AT A SMALL CLEARING, 58
 AK0546'FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 AK0546'40 FEET SOUTHWEST OF A POWER LINE POLE, 166 FEET SOUTHWEST OF
 AK0546'AND ACROSS THE ROAD FROM THE SOUTH CORNER OF A HOUSE WITH A
 AK0546'STEEL FENCE AROUND IT, 2 FEET WEST OF A WHITE WOODEN WITNESS
 AK0546'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 AK0546'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK0546
 AK0546                          STATION RECOVERY (1986)
 AK0546
 AK0546'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AK0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6599 ***********************************************************************
 AK6599  DESIGNATION -  ALDER
 AK6599  PID         -  AK6599
 AK6599  STATE/COUNTY-  FL/VOLUSIA
 AK6599  USGS QUAD   -  GENEVA (1953)
 AK6599
 AK6599                         *CURRENT SURVEY CONTROL
 AK6599  ___________________________________________________________________
 AK6599* NAD 83(1990)-  28 43 20.49681(N)    081 01 35.28271(W)     ADJUSTED  
 AK6599* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 AK6599  ___________________________________________________________________
 AK6599  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AK6599  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AK6599
 AK6599  HORZ ORDER  -  FIRST
 AK6599
 AK6599.The horizontal coordinates were established by classical geodetic methods
 AK6599.and adjusted by the National Geodetic Survey in May 1991..
 AK6599
 AK6599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6599
 AK6599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6599
 AK6599.The geoid height was determined by GEOID03.
 AK6599
 AK6599;                    North         East     Units Scale Factor Converg.
 AK6599;SPC FL E     -   486,260.358   197,414.334   MT  0.99994126   -0 00 45.8
 AK6599;SPC FL E     - 1,595,339.19    647,683.53   sFT  0.99994126   -0 00 45.8
 AK6599;UTM  17      - 3,177,226.430   497,415.216   MT  0.99960008   -0 00 45.8
 AK6599
 AK6599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6599!SPC FL E     -   1.00000371  x   0.99994126  =   0.99994497
 AK6599!UTM  17      -   1.00000371  x   0.99960008  =   0.99960379
 AK6599
 AK6599|---------------------------------------------------------------------|
 AK6599| PID    Reference Object                     Distance      Geod. Az  |
 AK6599|                                                           dddmmss.s |
 AK6599| CW6700 ALDER RM 1                           36.605 METERS 06834     |
 AK6599| AK6404 TITUSVILLE NEW MUNICIPAL TANK       APPROX.23.4 KM 1225536.2 |
 AK6599| CW6701 ALDER RM 2                           42.092 METERS 13558     |
 AK6599| CW6699 ALDER AZ MK                                        3235255.9 |
 AK6599|---------------------------------------------------------------------|
 AK6599
 AK6599                          SUPERSEDED SURVEY CONTROL
 AK6599
 AK6599  NAD 83(1986)-  28 43 20.50439(N)    081 01 35.29595(W) AD(       ) 1
 AK6599  NAD 27      -  28 43 19.52675(N)    081 01 36.08218(W) AD(       ) 1
 AK6599  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 AK6599
 AK6599.Superseded values are not recommended for survey control.
 AK6599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6599.See file dsdata.txt to determine how the superseded data were derived.
 AK6599
 AK6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9741577226(NAD 83)
 AK6599_MARKER: DS = TRIANGULATION STATION DISK
 AK6599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6599
 AK6599  HISTORY     - Date     Condition        Report By
 AK6599  HISTORY     - 1960     MONUMENTED       CGS
 AK6599  HISTORY     - 1986     GOOD             USPSQD
 AK6599  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK6599
 AK6599                          STATION DESCRIPTION
 AK6599
 AK6599'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6599'THE STATION IS ABOUT 15 MILES SOUTHEAST OF SANFORD, 11 MILES
 AK6599'NORTHWEST OF MIMS, AND 3-1/2 MILES SOUTHEAST OF THE APPROXIMATE
 AK6599'CENTER OF LAKE HARNEY IN THE SW 1/4 OF SECTION 28, T. 20 S.,
 AK6599'R. 33 E., ON THE PROPERTY OF THE CAMERON CATTLE COMPANY.  IT IS
 AK6599'68 FEET WEST OF A POWER POLE, 51 FEET NORTHWEST OF THE CENTER OF
 AK6599'INTERSECTION OF SAND ROAD AND TRACK ROAD RIGHT, 44 FEET WEST
 AK6599'OF THE CENTERLINE OF THE SAND ROAD, 26 FEET NORTH OF A 10 INCH
 AK6599'PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE, AND 3 FEET
 AK6599'EAST OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 AK6599'THE DISK IS STAMPED ALDER 1960.
 AK6599'
 AK6599'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 AK6599'STATE HIGHWAY 46 IN MIMS, GO NORTHWEST ON HIGHWAY 46 FOR 7.15
 AK6599'MILES TO A SMALL BRIDGE AT VOLUSIA-BREVARD COUNTY LINE.  CONTINUE
 AK6599'NORTHWEST ON HIGHWAY 46 FOR 4.40 MILES TO A SIDE ROAD RIGHT,
 AK6599'ALDERMAN ROAD.  TURN RIGHT AND GO NORTH ON ALDERMAN ROAD FOR
 AK6599'1.05 MILES TO THE STATION ON THE LEFT.
 AK6599'
 AK6599'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON SAND
 AK6599'ROAD FOR 0.55 MILE TO DRIVEWAY AND AZIMUTH MARK ON THE LEFT.
 AK6599'
 AK6599'REFERENCE MARK 1 IS 72 FEET EAST OF THE CENTERLINE OF THE SAND
 AK6599'ROAD.  54 FEET SOUTHEAST OF THE POWER POLE, AND 14 FEET SOUTH
 AK6599'OF THE CENTERLINE OF A TRACK ROAD.  THE MONUMENT PROJECTS 3
 AK6599'INCHES AND THE DISK IS STAMPED ALDER NO 1 1960.
 AK6599'
 AK6599'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF THE
 AK6599'SAND ROAD, 11 FEET SOUTHEAST OF A 3 INCH PINE TREE, AND 10
 AK6599'FEET NORTHEAST OF AN 8 INCH OAK TREE.  THE MONUMENT PROJECTS
 AK6599'4 INCHES AND THE DISK IS STAMPED ALDER NO 2 1960.
 AK6599'
 AK6599'THE AZIMUTH MARK IS SET NEAR THE EAST EDGE OF AN ORANGE GROVE,
 AK6599'29 FEET WEST OF A POWER POLE, 19 FEET WEST OF THE CENTERLINE OF
 AK6599'A SAND ROAD, 12 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AK6599'DRIVEWAY, AND 2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT IS
 AK6599'FLUSH AND THE DISK IS STAMPED ALDER 1960.
 AK6599'
 AK6599'NOTE--CONSIDERABLE CLEARING WILL BE NECESSARY FOR THE AZIMUTH
 AK6599'MARK TO BE VISIBLE FROM THE STATION MARK.
 AK6599'
 AK6599'NO MEASUREMENT BETWEEN RMS PALMETTOS AND TREES ON LINE.
 AK6599'
 AK6599'HEIGHT OF LIGHT ABOVE STATION MARK 29.9 METERS.
 AK6599
 AK6599                          STATION RECOVERY (1986)
 AK6599
 AK6599'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AK6599'RECOVERED IN GOOD CONDITION.
 AK6599
 AK6599                          STATION RECOVERY (1988)
 AK6599
 AK6599'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6592 ***********************************************************************
 AK6592  DESIGNATION -  ALDERMAN
 AK6592  PID         -  AK6592
 AK6592  STATE/COUNTY-  FL/VOLUSIA
 AK6592  USGS QUAD   -  GENEVA (1953)
 AK6592
 AK6592                         *CURRENT SURVEY CONTROL
 AK6592  ___________________________________________________________________
 AK6592* NAD 83(1990)-  28 44 01.70499(N)    081 02 19.06812(W)     ADJUSTED  
 AK6592* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AK6592  ___________________________________________________________________
 AK6592  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AK6592  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AK6592
 AK6592  HORZ ORDER  -  THIRD
 AK6592
 AK6592.The horizontal coordinates were established by classical geodetic methods
 AK6592.and adjusted by the National Geodetic Survey in May 1991..
 AK6592
 AK6592.The orthometric height was scaled from a topographic map.
 AK6592
 AK6592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6592
 AK6592.The geoid height was determined by GEOID03.
 AK6592
 AK6592;                    North         East     Units Scale Factor Converg.
 AK6592;SPC FL E     -   487,529.262   196,226.550   MT  0.99994135   -0 01 06.9
 AK6592;SPC FL E     - 1,599,502.25    643,786.61   sFT  0.99994135   -0 01 06.9
 AK6592;UTM  17      - 3,178,494.901   496,227.838   MT  0.99960018   -0 01 06.9
 AK6592
 AK6592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6592!SPC FL E     -   1.00000427  x   0.99994135  =   0.99994562
 AK6592!UTM  17      -   1.00000427  x   0.99960018  =   0.99960445
 AK6592
 AK6592|---------------------------------------------------------------------|
 AK6592| PID    Reference Object                     Distance      Geod. Az  |
 AK6592|                                                           dddmmss.s |
 AK6592| CW6703 ALDERMAN RM 2                        51.218 METERS 08948     |
 AK6592| CW6702 ALDERMAN RM 1                        54.487 METERS 17327     |
 AK6592| AK6570 OSCEOLA                             APPROX. 6.8 KM 3361737.2 |
 AK6592|---------------------------------------------------------------------|
 AK6592
 AK6592                          SUPERSEDED SURVEY CONTROL
 AK6592
 AK6592  NAD 83(1986)-  28 44 01.71279(N)    081 02 19.08139(W) AD(       ) 3
 AK6592  NAD 27      -  28 44 00.73700(N)    081 02 19.86800(W) AD(       ) 3
 AK6592
 AK6592.Superseded values are not recommended for survey control.
 AK6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6592.See file dsdata.txt to determine how the superseded data were derived.
 AK6592
 AK6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9622878495(NAD 83)
 AK6592_MARKER: DD = SURVEY DISK
 AK6592_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AK6592_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AK6592
 AK6592  HISTORY     - Date     Condition        Report By
 AK6592  HISTORY     - 1935     MONUMENTED       USE
 AK6592  HISTORY     - 1939     GOOD             CGS
 AK6592  HISTORY     - 1939     GOOD             CGS
 AK6592  HISTORY     - 1986     GOOD             USPSQD
 AK6592  HISTORY     - 1986     GOOD             USPSQD
 AK6592  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK6592
 AK6592                          STATION DESCRIPTION
 AK6592
 AK6592'DESCRIBED BY US ENGINEERS 1935 (KGC)
 AK6592'THE STATION IS LOCATED ON THE E SHORE OF LAKE HARNEY, VOLUSIA
 AK6592'COUNTY, ABOUT THE SE CORNER OF THE LAKE, ON PROPERTY OF
 AK6592'MR. ALDERMAN.  ABOUT 500 FEET W OF ALDERMANS ORANGE GROVE.  ON LOW
 AK6592'GROUND BETWEEN HIGH WATER AND LOW WATER ELEVATION.
 AK6592'
 AK6592'STATION MARKED BY STANDARD HARBOR SURVEY BRASS DISK STAMPED
 AK6592'ALDERMAN 1934, CEMENTED IN 6-INCH VITRIFIED CLAY PIPE.
 AK6592'
 AK6592'REFERENCES AS FOLLOWS, ARE OF SIMILAR CONSTRUCTION, STAMPED
 AK6592'R.M. NO.1, R.M. NO.2.
 AK6592'
 AK6592'A FLAG WAS SET OVER THE STATION AND OBSERVED UPON, BUT THE
 AK6592'STATION WAS NOT OCCUPIED.
 AK6592'
 AK6592'THE ORIGINAL REFERENCE MARKS ARE IN PLACE.  REFERENCE MARK NO.2 IS
 AK6592'ON OPEN GROUND ON A LOW SAND RIDGE 50 METERS E OF THE STATION,
 AK6592'REFERENCE MARK NO.2 IS IN THE GROVE OF PALMETTOS ON A HAMMOCK ABOUT
 AK6592'10 METERS FROM HIGH-WATER LINE AND SE OF THE STATION.
 AK6592'
 AK6592'TO REACH FROM DRAWBRIDGE OVER ST. JOHNS RIVER ON STATE
 AK6592'HIGHWAY 44, FOLLOW THE ROAD 1.0 MILE E, THEN TURN LEFT (N)
 AK6592'ON A COUNTY ROAD.  FOLLOW THIS ROAD KEEPING STRAIGHT AT
 AK6592'CROSSROADS, AND KEEPING RIGHT AT TWO ROAD FORKS, 2.9 MILES, TURN
 AK6592'LEFT, PASS THROUGH A GATE AND FOLLOW 0.4 MILE TO SHORE.  TURN
 AK6592'N AND FOLLOW THE LAKE SHORE ABOUT 0.1 MILE TO STATION, ABOUT
 AK6592'10 METERS N OF AN OLD DOCK.
 AK6592'
 AK6592'NOTE--THIS STATION WAS ESTABLISHED BY U.S.E. IN 1934.
 AK6592
 AK6592                          STATION RECOVERY (1939)
 AK6592
 AK6592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RJS)
 AK6592'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AK6592'ADDITIONAL MEASUREMENTS--
 AK6592'
 AK6592'STATION IS 70.7 METERS NE OF POINT WHERE FENCE LINE ENTERS WOODS
 AK6592'ON S SIDE, 18.9 METERS N OF LONE CYPRESS TREE AT EDGE OF PALMS,
 AK6592'7.9 METERS INSTEAD OF 10 METERS N OF CENTER LINE OF OLD PIER.
 AK6592'
 AK6592'TO REACH FROM DRAWBRIDGE OVER ST. JOHNS RIVER ON STATE HIGHWAY
 AK6592'44, FOLLOW THE ROAD 1.0 MILE E, THEN TURN LEFT (N) ON A WELL
 AK6592'GRADED COUNTY ROAD.  FOLLOW THIS ROAD KEEPING STRAIGHT AT
 AK6592'CROSSROADS, WHERE POWER LINE CROSSES, AND CONTINUE ON THIS
 AK6592'GRADED COUNTY ROAD FOR 3.1 MILES, UNTIL THE GATE OF THE PROPERTY
 AK6592'OF MR. ALDERMAN IS REACHED, WALK 0.2 MILE TO SHORE LINE OF LAKE
 AK6592'HARNEY WHERE STATION IS 7.9 METERS N OF OLD PIER.
 AK6592
 AK6592                          STATION RECOVERY (1939)
 AK6592
 AK6592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FLG)
 AK6592'THIS STATION IS NEAR THE SE CORNER OF LAKE HARNEY ON PROPERTY
 AK6592'OF MR. ALDERMAN ABOUT 200 METERS W OF MR. ALDERMANS HOUSE, ABOUT
 AK6592'10 METERS INSHORE FROM THE HIGH-WATER LINE AND ABOUT 10 METERS
 AK6592'N OF A LINE OF OLD PILING, THE REMAINS OF AN OLD WHARF.
 AK6592'
 AK6592'THE STATION IS MARKED BY A STANDARD U.S. ENGINEERS HARBOR
 AK6592'SURVEY DISK, STAMPED ALDERMAN 1934, CEMENTED IN THE TOP OF A
 AK6592'6-INCH VITRIFIED CLAY PIPE, WHICH PROJECTS ABOUT 12 INCHES
 AK6592'ABOVE SURFACE OF GROUND.
 AK6592'
 AK6592'THE ENGINEERS ESTABLISHED TWO REFERENCE MARKS AT THIS STATION
 AK6592'MARKED SIMILAR TO THE STATION.  NO.1 IS IN PALMETTO HAMMOCK,
 AK6592'S OF THE STATION, FLUSH WITH THE SURFACE OF THE GROUND AND
 AK6592'DISTANT 54.5 METERS.  NO.2 IS E OF THE STATION IN OPEN GROUND,
 AK6592'PROJECTS ABOUT 12 INCHES AND IS 51.2 METERS FROM THE
 AK6592'STATION.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 70.5
 AK6592'METERS.
 AK6592'
 AK6592'TO REACH, GO E 1.0 MILE ON ROUTE 44 FROM ST. JOHNS RIVER BRIDGE TO
 AK6592'SAND ROAD N.  FOLLOW SAND ROAD ABOUT 3 MILES TO MR. ALDERMANS HOUSE.
 AK6592
 AK6592                          STATION RECOVERY (1986)
 AK6592
 AK6592'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AK6592'RECOVERED IN GOOD CONDITION.
 AK6592
 AK6592                          STATION RECOVERY (1986)
 AK6592
 AK6592'RECOVERY NOTE BY US POWER SQUADRON 1986 (WJR)
 AK6592'RECOVERED IN GOOD CONDITION.
 AK6592
 AK6592                          STATION RECOVERY (1988)
 AK6592
 AK6592'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8644 ***********************************************************************
 AG8644  DESIGNATION -  ALDERMAN
 AG8644  PID         -  AG8644
 AG8644  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8644  USGS QUAD   -  DUETTE NE (1987)
 AG8644
 AG8644                         *CURRENT SURVEY CONTROL
 AG8644  ___________________________________________________________________
 AG8644* NAD 83(1990)-  27 38 42.24906(N)    082 03 24.78122(W)     ADJUSTED  
 AG8644* NAVD 88     -        40.87   (+/-2cm)     134.1    (feet)  VERTCON   
 AG8644  ___________________________________________________________________
 AG8644  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AG8644  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AG8644
 AG8644  HORZ ORDER  -  FIRST
 AG8644  VERT ORDER  -  THIRD ? (See Below)
 AG8644
 AG8644.The horizontal coordinates were established by classical geodetic methods
 AG8644.and adjusted by the National Geodetic Survey in May 1991..
 AG8644
 AG8644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8644.The vertical order pertains to the NGVD 29 superseded value.
 AG8644
 AG8644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8644
 AG8644.The geoid height was determined by GEOID03.
 AG8644
 AG8644;                    North         East     Units Scale Factor Converg.
 AG8644;SPC FL W     -   366,880.367   194,386.920   MT  0.99994157   -0 01 35.0
 AG8644;SPC FL W     - 1,203,673.34    637,751.09   sFT  0.99994157   -0 01 35.0
 AG8644;UTM  17      - 3,058,332.073   395,742.647   MT  0.99973417   -0 29 25.6
 AG8644
 AG8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8644!SPC FL W     -   0.99999751  x   0.99994157  =   0.99993908
 AG8644!UTM  17      -   0.99999751  x   0.99973417  =   0.99973168
 AG8644
 AG8644|---------------------------------------------------------------------|
 AG8644| PID    Reference Object                     Distance      Geod. Az  |
 AG8644|                                                           dddmmss.s |
 AG8644| AG8645 ALDERMAN AZ MK                      275.860 METERS 05716     |
 AG8644| CR8098 ALDERMAN RM 1                        18.253 METERS 17313     |
 AG8644| CR8099 ALDERMAN RM 2                        21.138 METERS 28043     |
 AG8644|---------------------------------------------------------------------|
 AG8644
 AG8644                          SUPERSEDED SURVEY CONTROL
 AG8644
 AG8644  NAD 83(1986)-  27 38 42.25094(N)    082 03 24.80372(W) AD(       ) 1
 AG8644  NGVD 29 (06/09/89)   41.14   (m)          135.0    (f) LEVELING    3  
 AG8644
 AG8644.Superseded values are not recommended for survey control.
 AG8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8644.See file dsdata.txt to determine how the superseded data were derived.
 AG8644
 AG8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9574358332(NAD 83)
 AG8644_MARKER: DS = TRIANGULATION STATION DISK
 AG8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8644_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8644+STABILITY: SURFACE MOTION
 AG8644
 AG8644  HISTORY     - Date     Condition        Report By
 AG8644  HISTORY     - 1984     MONUMENTED       FL-057
 AG8644
 AG8644                          STATION DESCRIPTION
 AG8644
 AG8644'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8644'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF FT.LONESOME AND
 AG8644'4.0 MILES SOUTH SOUTHEAST OF THE INTERSECTION OF COUNTY ROAD 674 AND
 AG8644'BETHLEHEM ROAD.
 AG8644'
 AG8644'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 37 AND
 AG8644'COUNTY ROAD 674,GO SOUTHWESTERLY ON STATE ROAD 37 FOR 4.7 MILES TO THE
 AG8644'AZIMUTH MARK ON RIGHT,CONTINUE SOUTHWESTERLY FOR 0.15 MILE TO THE
 AG8644'INTERSECTION OF STATE ROAD 37 AND ENTRANCE ROAD TO THE FOUR CORNERS
 AG8644'MINE.
 AG8644'
 AG8644'THE STATION IS A STANDARD H.C.S.D. DISK STAMPED---ALDERMAN 1984---SET
 AG8644'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 4 INCHES
 AG8644'BELOW THE GROUND, LOCATED 177.3 FEET WEST NORTHWEST OF THE
 AG8644'CENTERLINE OF COUNTY ROAD 37, 75.8 FEET NORTHEAST OF THE CENTERLINE
 AG8644'OF THE ENTRANCE TO FOUR CORNERS MINE, 59.6 FEET NORTHEAST OF A
 AG8644'(NO PASSING) SIGN WITH WOOD POST, 3.7 FEET SOUTHWEST OF A METAL
 AG8644'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD H.C.S.D. DISK
 AG8644'STAMPED---ALDERMAN 1984---SET IN AN IRREGULAR MASS OF CONCRETE 3.5
 AG8644'FEET BELOW THE SURFACE OF THE GROUND.
 AG8644'
 AG8644'REFERENCE MARK NUMBER 1 IS A STANDARD H.C.S.D. DISK STAMPED---ALDERMAN
 AG8644'NO. 1 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 AG8644'RECESSED 4 INCHES BELOW THE GROUND, LOCATED 129.6 FEET WEST
 AG8644'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 37, 39.4 FEET NORTHEAST
 AG8644'OF THE CENTERLINE OF THE ENTRANCE ROAD TO FOUR CORNERS MINE, 62.4
 AG8644'FEET EAST SOUTHEAST OF A NO PASSING SIGN WITH WOOD POST, 62.1 FEET
 AG8644'SOUTH SOUTHEAST OF A METAL WITNESS POST.
 AG8644'
 AG8644'REFERENCE MARK NO. 2 IS A STANDARD H.C.S.D. DISK STAMPED---ALDERMAN
 AG8644'NO. 2 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 AG8644'RECESSED 4 INCHES BELOW THE GROUND, LOCATED 214.3 FEET WEST
 AG8644'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 37, 49.9 FEET NORTHWEST
 AG8644'OF A (NO PASSING) SIGN WITH WOOD POST, 69.9 FEET NORTHWEST OF THE
 AG8644'CENTERLINE OF THE ENTRANCE ROAD TO FOUR CORNERS MINE, 71.9 FEET
 AG8644'EAST OF A METAL WITNESS POST.
 AG8644'
 AG8644'AZIMUTH MARK NUMBER 1 IS A STANDARD H.C.S.D. DISK STAMPED---ALDERMAN
 AG8644'AZ MK 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 AG8644'RECESSED 12 INCHES BELOW THE GROUND, LOCATED 56.8 FEET FROM THE EAST
 AG8644'END OF A THIRTY-SIX(36) INCH CULVERT, 39.0 FEET FROM A POLK COUNTY
 AG8644'SIGN, 19.4 FEET FROM THE CENTERLINE OF COUNTY ROAD 37, 23.5 FEET FROM
 AG8644'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2520 ***********************************************************************
 AB2520  DESIGNATION -  ALDERMAN
 AB2520  PID         -  AB2520
 AB2520  STATE/COUNTY-  FL/OKEECHOBEE
 AB2520  USGS QUAD   -  OKEECHOBEE (1972)
 AB2520
 AB2520                         *CURRENT SURVEY CONTROL
 AB2520  ___________________________________________________________________
 AB2520* NAD 83(1999)-  27 14 47.39811(N)    080 50 05.07720(W)     ADJUSTED  
 AB2520* NAVD 88     -        15.3    (meters)      50.     (feet)  GPS OBS   
 AB2520  ___________________________________________________________________
 AB2520  X           -     903,836.806 (meters)                     COMP
 AB2520  Y           -  -5,601,978.715 (meters)                     COMP
 AB2520  Z           -   2,902,520.155 (meters)                     COMP
 AB2520  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AB2520  ELLIP HEIGHT-         -11.29  (meters)          (06/19/01) GPS OBS
 AB2520  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AB2520
 AB2520  HORZ ORDER  -  FIRST
 AB2520  ELLP ORDER  -  FOURTH    CLASS I
 AB2520
 AB2520.The horizontal coordinates were established by GPS observations
 AB2520.and adjusted by the National Geodetic Survey in June 2001..
 AB2520
 AB2520.The orthometric height was determined by GPS observations and a
 AB2520.high-resolution geoid model.
 AB2520
 AB2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2520
 AB2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2520
 AB2520.The ellipsoidal height was determined by GPS observations
 AB2520.and is referenced to NAD 83.
 AB2520
 AB2520.The geoid height was determined by GEOID03.
 AB2520
 AB2520;                    North         East     Units Scale Factor Converg.
 AB2520;SPC FL E     -   322,726.739   216,365.634   MT  0.99994448   +0 04 32.4
 AB2520;SPC FL E     - 1,058,812.64    709,859.58   sFT  0.99994448   +0 04 32.4
 AB2520;UTM  17      - 3,013,748.607   516,360.050   MT  0.99960330   +0 04 32.4
 AB2520
 AB2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2520!SPC FL E     -   1.00000177  x   0.99994448  =   0.99994625
 AB2520!UTM  17      -   1.00000177  x   0.99960330  =   0.99960507
 AB2520
 AB2520                          SUPERSEDED SURVEY CONTROL
 AB2520
 AB2520  NAD 83(1990)-  27 14 47.39663(N)    080 50 05.07654(W) AD(       ) 1
 AB2520  ELLIP H (03/26/96)  -11.27   (m)                       GP(       ) 3 2
 AB2520
 AB2520.Superseded values are not recommended for survey control.
 AB2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2520.See file dsdata.txt to determine how the superseded data were derived.
 AB2520
 AB2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1636013749(NAD 83)
 AB2520_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AB2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2520_MARK LOGO: OKECPA
 AB2520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2520+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2520
 AB2520  HISTORY     - Date     Condition        Report By
 AB2520  HISTORY     - 1992     MONUMENTED       OKECPA
 AB2520
 AB2520                          STATION DESCRIPTION
 AB2520
 AB2520'DESCRIBED BY OKEECHOBEE COUNTY PROPERTY APPRAISERS 1992
 AB2520'THE STATION IS LOCATED IN OKEECHOBEE, FLORIDA IN SECTION 15, TOWNSHIP
 AB2520'37 SOUTH, RANGE 35 EAST.  TO REACH THE STATION FROM THE INTERSECTION
 AB2520'OF U.S.  HIGHWAY 98, U.S.  HIGHWAY 441 (PARROTT AVENUE) AND STATE ROAD
 AB2520'70 (PARK AVENUE) IN OKEECHOBEE, GO WEST ON STATE ROAD 70 0.3 MI (0.5
 AB2520'KM) TO AN INTERSECTION WITH NORTHWEST 5TH AVENUE, TURN RIGHT AND GO
 AB2520'NORTH ON WEST 5TH AVENUE 0.25 MI (0.40 KM) TO AN INTERSECTION WITH
 AB2520'NORTHWEST 4TH STREET AND THE ALDERMAN BUILDING ON THE LEFT AND STATION
 AB2520'LOCATION.  LOCATED ON THE ROOF OF 305 NW 5TH AVENUE.  FOR ACCESS
 AB2520'CONTACT HAROLD BISCHEL, OKEECHOBEE COUNTY PROPERTY APPRAISERS OFFICE,
 AB2520'OKEECHOBEE, FL.  (813) 763 4422, EXT 129.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8342 ***********************************************************************
 AD8342  DESIGNATION -  ALFONZO
 AD8342  PID         -  AD8342
 AD8342  STATE/COUNTY-  FL/PALM BEACH
 AD8342  USGS QUAD   -  DELTA (1983)
 AD8342
 AD8342                         *CURRENT SURVEY CONTROL
 AD8342  ___________________________________________________________________
 AD8342* NAD 83(1999)-  26 51 16.13812(N)    080 14 36.52469(W)     ADJUSTED  
 AD8342* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 AD8342  ___________________________________________________________________
 AD8342  X           -     964,943.531 (meters)                     COMP
 AD8342  Y           -  -5,611,813.792 (meters)                     COMP
 AD8342  Z           -   2,863,830.799 (meters)                     COMP
 AD8342  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AD8342  ELLIP HEIGHT-         -20.41  (meters)          (07/06/01) GPS OBS
 AD8342  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AD8342
 AD8342  HORZ ORDER  -  FIRST
 AD8342  ELLP ORDER  -  FOURTH    CLASS II
 AD8342
 AD8342.The horizontal coordinates were established by GPS observations
 AD8342.and adjusted by the National Geodetic Survey in July 2001..
 AD8342
 AD8342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8342
 AD8342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8342
 AD8342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8342
 AD8342.The ellipsoidal height was determined by GPS observations
 AD8342.and is referenced to NAD 83.
 AD8342
 AD8342.The geoid height was determined by GEOID03.
 AD8342
 AD8342;                    North         East     Units Scale Factor Converg.
 AD8342;SPC FL E     -   279,505.568   275,181.691   MT  1.00001093   +0 20 30.3
 AD8342;SPC FL E     -   917,011.18    902,825.26   sFT  1.00001093   +0 20 30.3
 AD8342;UTM  17      - 2,970,542.184   575,156.039   MT  0.99966973   +0 20 30.3
 AD8342
 AD8342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8342!SPC FL E     -   1.00000321  x   1.00001093  =   1.00001414
 AD8342!UTM  17      -   1.00000321  x   0.99966973  =   0.99967294
 AD8342
 AD8342                          SUPERSEDED SURVEY CONTROL
 AD8342
 AD8342  NAD 83(1990)-  26 51 16.13673(N)    080 14 36.52396(W) AD(       ) 1
 AD8342  ELLIP H (08/13/93)  -20.40   (m)                       GP(       ) 4 1
 AD8342  NAD 83(1990)-  26 51 16.13670(N)    080 14 36.52399(W) AD(       ) 1
 AD8342  ELLIP H (03/31/93)  -20.40   (m)                       GP(       ) 4 1
 AD8342  NGVD 29 (03/31/93)    6.7    (m)           22.     (f) GPS OBS        
 AD8342
 AD8342.Superseded values are not recommended for survey control.
 AD8342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8342.See file dsdata.txt to determine how the superseded data were derived.
 AD8342
 AD8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7515670542(NAD 83)
 AD8342_MARKER: DD = SURVEY DISK
 AD8342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8342_SP_SET: CONCRETE POST
 AD8342_STAMPING: ALFONZO
 AD8342_MARK LOGO: FL-099
 AD8342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8342+STABILITY: SURFACE MOTION
 AD8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8342+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991
 AD8342
 AD8342  HISTORY     - Date     Condition        Report By
 AD8342  HISTORY     - UNK      MONUMENTED       FL-099
 AD8342  HISTORY     - 19910810 GOOD             ADRGS
 AD8342  HISTORY     - 20020518 MARK NOT FOUND   USPSQD
 AD8342  HISTORY     - 20030602 MARK NOT FOUND   USPSQD
 AD8342  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 AD8342
 AD8342                          STATION DESCRIPTION
 AD8342
 AD8342'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8342'TO REACH THE STATION FROM THE INTERSECTION OF BEELINE HIGHWAY (STATE
 AD8342'ROUTE 710) AND NORTHLAKE BOULEVARD, GO WEST ON NORTHLAKE BOULEVARD TO
 AD8342'112TH TERRACE. CONTINUE WEST ON NORTHLAKE BOULEVARD FOR 0.5 MI
 AD8342'(0.80 KM) TO THE ENTRANCE TO THE PALM BEACH GARDEN MUNICIPAL GOLF
 AD8342'COURSE. TURN RIGHT AND GO NORTH ALONG WINDING ROAD THROUGH GOLF
 AD8342'COURSE FOR 0.4 MI (0.64 KM) TO A MAINTENANCE BUILDING ON THE RIGHT
 AD8342'AND A GATE INTO A FARM ON THE LEFT. TURN LEFT THROUGH THE GATE AND GO
 AD8342'WEST THROUGH MORE GATES FOR 1.7 MI (2.74 KM) TO A SHARP BEND TO THE
 AD8342'RIGHT. TURN RIGHT AND GO NORTH 2.0 MI (3.22 KM) TO THE STATION ON THE
 AD8342'RIGHT SIDE OF THE SOUTHEAST CORNER OF THE INTERSECTION OF NORTH-SOUTH
 AD8342'AND EAST-WEST ROADS. THE STATION IS 1.5 FEET BELOW THE SURFACE.
 AD8342'THE STATION IS SOUTHWEST 65.50 FT (19.96 M) FROM A PK AND SHINER IN A
 AD8342'14 INCH TREE, WEST 44.26 FT (13.49 M) FROM A PK AND SHINER IN A 14
 AD8342'INCH PINE, AND WEST 39.11 FT (11.92 M) TO A PK AND SHINER IN A 14
 AD8342'INCH PALM. THE STATION IS 38 FEET WEST OF A PALM BEACH COUNTY WITNESS
 AD8342'SIGN ON THE SOUTHWEST SIDE OF A CABBAGE PALM.
 AD8342
 AD8342                          STATION RECOVERY (2002)
 AD8342
 AD8342'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8342'UNABLE TO OBTAIN ACCESS. ALL GATES SURROUNDING FARM ARE LOCKED AND
 AD8342'POSTED NO TRESPASSING - PRIVATE PROPERTY.
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342' 
 AD8342
 AD8342                          STATION RECOVERY (2003)
 AD8342
 AD8342'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD8342'MARK NOT FOUND.
 AD8342
 AD8342                          STATION RECOVERY (2004)
 AD8342
 AD8342'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3036 ***********************************************************************
 BE3036  DESIGNATION -  ALFRED E
 BE3036  PID         -  BE3036
 BE3036  STATE/COUNTY-  FL/BAY
 BE3036  USGS QUAD   -  SOUTHPORT (1992)
 BE3036
 BE3036                         *CURRENT SURVEY CONTROL
 BE3036  ___________________________________________________________________
 BE3036* NAD 83(1990)-  30 16 01.68246(N)    085 40 23.03831(W)     ADJUSTED  
 BE3036* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 BE3036  ___________________________________________________________________
 BE3036  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BE3036  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BE3036
 BE3036  HORZ ORDER  -  THIRD
 BE3036
 BE3036.The horizontal coordinates were established by classical geodetic methods
 BE3036.and adjusted by the National Geodetic Survey in May 1991..
 BE3036
 BE3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3036
 BE3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3036
 BE3036.The geoid height was determined by GEOID03.
 BE3036
 BE3036;                    North         East     Units Scale Factor Converg.
 BE3036;SPC FL N     -   141,039.435   487,127.218   MT  0.99994995   -0 35 22.2
 BE3036;SPC FL N     -   462,726.88  1,598,183.21   sFT  0.99994995   -0 35 22.2
 BE3036;UTM  16      - 3,349,131.634   627,641.194   MT  0.99980100   +0 40 08.1
 BE3036
 BE3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3036!SPC FL N     -   1.00000417  x   0.99994995  =   0.99995412
 BE3036!UTM  16      -   1.00000417  x   0.99980100  =   0.99980517
 BE3036
 BE3036                          SUPERSEDED SURVEY CONTROL
 BE3036
 BE3036  NAD 83(1986)-  30 16 01.69274(N)    085 40 23.04797(W) AD(       ) 3
 BE3036  NGVD 29 (01/23/89)    1.     (m)            3.     (f) VERT ANG       
 BE3036
 BE3036.Superseded values are not recommended for survey control.
 BE3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3036.See file dsdata.txt to determine how the superseded data were derived.
 BE3036
 BE3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2764149132(NAD 83)
 BE3036_MARKER: DD = SURVEY DISK
 BE3036_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BE3036_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BE3036_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BE3036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3036
 BE3036  HISTORY     - Date     Condition        Report By
 BE3036  HISTORY     - 1986     MONUMENTED       NOS
 BE3036  HISTORY     - 19960720 GOOD             USPSQD
 BE3036  HISTORY     - 20011116 GOOD             USPSQD
 BE3036
 BE3036                          STATION DESCRIPTION
 BE3036
 BE3036'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BE3036'THE STATION IS LOCATED IN NORTH BAY ON A POINT OF LAND AT THE
 BE3036'WESTERN SHORE OF NEWMAN BAYOU 1.66 MILES WEST OF THE ROUTE 77 BRIDGE
 BE3036'AT LYNN HAVEN.
 BE3036'
 BE3036'TO REACH THE STATION TRAVEL 1.66 MILES WEST OF THE BRIDGE AT LYNN
 BE3036'HAVEN (RT 77) TO THE WESTERN SHORE OF NEWMAN BAYOU (LOCATED BETWEEN
 BE3036'FANNIN BAYOU AND ALLIGATOR BAYOU.
 BE3036'
 BE3036'THE STATION IS A NOS BRASS DISC STAMPED---ALFRED E 1986---, AND IS
 BE3036'SET IN CONCRETE FLUSH WITH THE GROUND, THE STATION IS 2.04 M (6.7
 BE3036'FT) EAST FROM AN ORANGE ARMY CORPS OF ENGINEERS WITNESS MARKER AND
 BE3036'4.57 M (15.0 FT) NORTHEAST OF A NAVAL LIVE OAK.
 BE3036'
 BE3036'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 BE3036'
 BE3036'DESCRIBED BY M BURNS.
 BE3036
 BE3036                          STATION RECOVERY (1996)
 BE3036
 BE3036'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3036'RECOVERED IN GOOD CONDITION.
 BE3036
 BE3036                          STATION RECOVERY (2001)
 BE3036
 BE3036'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE3036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3037 ***********************************************************************
 BE3037  DESIGNATION -  ALLANTON
 BE3037  PID         -  BE3037
 BE3037  STATE/COUNTY-  FL/BAY
 BE3037  USGS QUAD   -  ALLANTON (1992)
 BE3037
 BE3037                         *CURRENT SURVEY CONTROL
 BE3037  ___________________________________________________________________
 BE3037* NAD 83(1990)-  30 01 44.88819(N)    085 27 23.92343(W)     ADJUSTED  
 BE3037* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 BE3037  ___________________________________________________________________
 BE3037  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BE3037  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE3037  OBS GRAVITY -     979,311.3   (mgal)                       GRAV_OBS
 BE3037
 BE3037  HORZ ORDER  -  THIRD
 BE3037
 BE3037.The horizontal coordinates were established by classical geodetic methods
 BE3037.and adjusted by the National Geodetic Survey in May 1991..
 BE3037
 BE3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3037
 BE3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3037
 BE3037.The geoid height was determined by GEOID03.
 BE3037.The observed gravity was obtained from relative gravimeter ties
 BE3037.to the IGSN71 gravity network.
 BE3037
 BE3037;                    North         East     Units Scale Factor Converg.
 BE3037;SPC FL N     -   114,463.915   507,729.393   MT  0.99995132   -0 28 50.7
 BE3037;SPC FL N     -   375,537.03  1,665,775.52   sFT  0.99995132   -0 28 50.7
 BE3037;UTM  16      - 3,323,017.024   648,818.528   MT  0.99987324   +0 46 21.0
 BE3037
 BE3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3037!SPC FL N     -   1.00000423  x   0.99995132  =   0.99995555
 BE3037!UTM  16      -   1.00000423  x   0.99987324  =   0.99987747
 BE3037
 BE3037                          SUPERSEDED SURVEY CONTROL
 BE3037
 BE3037  NAD 83(1986)-  30 01 44.87535(N)    085 27 23.93868(W) AD(       ) 3
 BE3037  NGVD 29 (01/23/89)    1.     (m)            3.     (f) VERT ANG       
 BE3037
 BE3037.Superseded values are not recommended for survey control.
 BE3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3037.See file dsdata.txt to determine how the superseded data were derived.
 BE3037
 BE3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4881923017(NAD 83)
 BE3037_MARKER: DD = SURVEY DISK
 BE3037_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE3037+WITH SETTING: PAVEMENT
 BE3037_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3037+STABILITY: SURFACE MOTION
 BE3037
 BE3037  HISTORY     - Date     Condition        Report By
 BE3037  HISTORY     - 1986     MONUMENTED       NOS
 BE3037  HISTORY     - 19950425 MARK NOT FOUND   USPSQD
 BE3037
 BE3037                          STATION DESCRIPTION
 BE3037
 BE3037'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 BE3037'THE STATION IS LOCATED IN EAST BAY ON A POINT OF LAND BETWEEN
 BE3037'FARMDALE BAYOU AND LATHROP POINT ON THE SOUTHERLY TIP.
 BE3037'
 BE3037'TO REACH THE STATION FROM THE RAMP AT THE SOUTHERN END
 BE3037'OF THE DU PONT BRIDGE SEPARATING ST ANDREW BAY AND EAST BAY
 BE3037'GO BY BOAT EASTERLY FOLLOWING THE CHANNEL MARKERS 11.5 MILES
 BE3037'TO A PROMINENT POINT OF LAND ON THE RIGHT AND THE AREA OF THE
 BE3037'STATION NEAR THE WATERS EDGE.
 BE3037'
 BE3037'THE STATION IS A NOS DISK STAMPED---ALLANTON 1986---, SET
 BE3037'INTO A DRILL HOLE IN CONCRETE.  IT IS LOCATED 1.68 METERS (5.5 FEET)
 BE3037'NE FROM THE MAIN WATER LINE, 1.37 METERS (4.5 FEET) NW FROM THE
 BE3037'MAIN WATER LINE AND 1.04 METER (3.4 FEET) SOUTH FROM A COE WITNESS
 BE3037'SIGN.
 BE3037'
 BE3037'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE3037'
 BE3037'DESCRIBED BY M BURNS.
 BE3037
 BE3037                          STATION RECOVERY (1995)
 BE3037
 BE3037'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0212 ***********************************************************************
 AF0212  DESIGNATION -  ALLEN
 AF0212  PID         -  AF0212
 AF0212  STATE/COUNTY-  FL/MARTIN
 AF0212  USGS QUAD   -  INDIAN TOWN SE (1983)
 AF0212
 AF0212                         *CURRENT SURVEY CONTROL
 AF0212  ___________________________________________________________________
 AF0212* NAD 83(1990)-  27 03 34.59053(N)    080 18 17.57718(W)     ADJUSTED  
 AF0212* NAVD 88     -         6.768  (meters)      22.20   (feet)  ADJUSTED  
 AF0212  ___________________________________________________________________
 AF0212  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AF0212  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AF0212  DYNAMIC HT  -           6.757 (meters)      22.17  (feet)  COMP
 AF0212  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 AF0212
 AF0212  HORZ ORDER  -  FIRST
 AF0212  VERT ORDER  -  FIRST     CLASS II
 AF0212
 AF0212.The horizontal coordinates were established by classical geodetic methods
 AF0212.and adjusted by the National Geodetic Survey in May 1991..
 AF0212
 AF0212.The orthometric height was determined by differential leveling
 AF0212.and adjusted by the National Geodetic Survey in February 1997..
 AF0212
 AF0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0212
 AF0212.The geoid height was determined by GEOID03.
 AF0212
 AF0212.The dynamic height is computed by dividing the NAVD 88
 AF0212.geopotential number by the normal gravity value computed on the
 AF0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF0212.degrees latitude (g = 980.6199 gals.).
 AF0212
 AF0212.The modeled gravity was interpolated from observed gravity values.
 AF0212
 AF0212;                    North         East     Units Scale Factor Converg.
 AF0212;SPC FL E     -   302,198.809   268,954.333   MT  0.99999985   +0 18 58.4
 AF0212;SPC FL E     -   991,463.93    882,394.34   sFT  0.99999985   +0 18 58.4
 AF0212;UTM  17      - 2,993,227.682   568,930.806   MT  0.99965865   +0 18 58.4
 AF0212
 AF0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0212!SPC FL E     -   1.00000319  x   0.99999985  =   1.00000304
 AF0212!UTM  17      -   1.00000319  x   0.99965865  =   0.99966184
 AF0212
 AF0212:                Primary Azimuth Mark                     Grid Az
 AF0212:SPC FL E     -  STUART SOU BELL CO MICROWAVE             000 37 22.9
 AF0212:UTM  17      -  STUART SOU BELL CO MICROWAVE             000 37 22.9
 AF0212
 AF0212|---------------------------------------------------------------------|
 AF0212| PID    Reference Object                     Distance      Geod. Az  |
 AF0212|                                                           dddmmss.s |
 AF0212| AF0207 STUART SOU BELL CO MICROWAVE        APPROX.12.6 KM 0005621.3 |
 AF0212| AF0206 STUART SUNSHINE PKWY MICROWAVE      APPROX.11.2 KM 0012727.0 |
 AF0212| AC5175 ALLEN RM 1 RESET                     28.242 METERS 03320     |
 AF0212| AF0211 ALLEN RM A                           47.354 METERS 04844     |
 AF0212| DE4108 ALLEN RM 1                           28.211 METERS 08513     |
 AF0212| AF0149 AIRWAY BEACON 9                     APPROX.14.1 KM 0974826.8 |
 AF0212| AF0130 JUPITER USCG LORAN A C MAST         APPROX.19.1 KM 0985140.4 |
 AF0212| AD6436 JUPITER USCG LORAN CEN MAST         APPROX.22.5 KM 1121009.8 |
 AF0212| AD6427 JUPITER INLET BEACH COLONY TK       APPROX.24.5 KM 1174407.4 |
 AF0212| DE4109 ALLEN RM 2                           39.527 METERS 22641     |
 AF0212| DE4112 ALLEN RM 4                           33.083 METERS 23950     |
 AF0212| AB9329 ALLEN RM 5                           33.083 METERS 23953     |
 AF0212| AF7393 ALLEN AZ MK                         APPROX. 0.6 KM 2465219.8 |
 AF0212| AB9330 ALLEN AZ MK RESET                                  2465219.1 |
 AF0212| DE4111 ALLEN RM 3 AZIMUTH                                 2483333.2 |
 AF0212| DE4110 ALLEN RM 2 RESET                     39.528 METERS 26350     |
 AF0212|---------------------------------------------------------------------|
 AF0212
 AF0212                          SUPERSEDED SURVEY CONTROL
 AF0212
 AF0212  NAD 83(1986)-  27 03 34.59531(N)    080 18 17.58709(W) AD(       ) 1
 AF0212  NAD 27      -  27 03 33.40633(N)    080 18 18.41239(W) AD(       ) 1
 AF0212  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) LEVELING    3  
 AF0212
 AF0212.Superseded values are not recommended for survey control.
 AF0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0212.See file dsdata.txt to determine how the superseded data were derived.
 AF0212
 AF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6893193228(NAD 83)
 AF0212_MARKER: DS = TRIANGULATION STATION DISK
 AF0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0212_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AF0212_STAMPING: ALLEN 1934
 AF0212_MARK LOGO: CGS   
 AF0212_PROJECTION: RECESSED 20 CENTIMETERS
 AF0212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0212+STABILITY: SURFACE MOTION
 AF0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF0212+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 AF0212
 AF0212  HISTORY     - Date     Condition        Report By
 AF0212  HISTORY     - 1934     MONUMENTED       CGS
 AF0212  HISTORY     - 1935     GOOD             CGS
 AF0212  HISTORY     - 1941     GOOD             CGS
 AF0212  HISTORY     - 1942     GOOD             CGS
 AF0212  HISTORY     - 1946     GOOD             CGS
 AF0212  HISTORY     - 1953     GOOD             CGS
 AF0212  HISTORY     - 1955     GOOD             CGS
 AF0212  HISTORY     - 1961     GOOD             CGS
 AF0212  HISTORY     - 1985     GOOD             USPSQD
 AF0212  HISTORY     - 19850615 GOOD             NGS
 AF0212  HISTORY     - 19891231 GOOD             FLDT
 AF0212  HISTORY     - 20010803 GOOD             JCLS
 AF0212  HISTORY     - 20010902 GOOD             FOST
 AF0212  HISTORY     - 20020424 GOOD             MAPTEC
 AF0212  HISTORY     - 20020614 GOOD             JCLS
 AF0212
 AF0212                          STATION DESCRIPTION
 AF0212
 AF0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 AF0212'TO REACH FROM STUART GO SOUTH ON STATE HIGHWAY 4 TO ITS
 AF0212'JUNCTION WITH THE INDIAN TOWN HIGHWAY WHICH IS 0.8 MILE FROM
 AF0212'THE RAILROAD STATION IN STUART, TURN WEST ON THIS ROAD WHICH
 AF0212'IS A NARROW MACADAM ROAD AND FOLLOW IT FOR 10.0 MILES TO THE
 AF0212'STATION.  STATION IS 15 FEET NORTH OF THE NORTH EDGE OF THE
 AF0212'DRAINAGE DITCH ON THE NORTH SIDE OF THE ROAD, 20 FEET WEST OF
 AF0212'A BLAZED PINE TREE WHICH IS IN THE ANGLE FORMED BY THE DIRT
 AF0212'SIDE ROAD AND THE DRAINAGE DITCH, AND IS 100 FEET
 AF0212'WEST-NORTHWEST OF THE CENTER LINE INTERSECTION OF THE HIGHWAY
 AF0212'AND THIS DIRT ROAD.  SURFACE MARK IS A STANDARD TABLET SET
 AF0212'IN CONCRETE IN A 12-INCH TILE PIPE WHICH PROJECTS 8 INCHES
 AF0212'ABOVE THE SURFACE OF THE GROUND.
 AF0212'
 AF0212'UNDERGROUND MARK IS A COPPER BOLT SET IN CONCRETE.
 AF0212'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AF0212'CONCRETE.
 AF0212'
 AF0212'REFERENCE MARK NO. 1 IS 125.05 FEET EAST OF THE STATION, 15
 AF0212'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF
 AF0212'THE DIRT ROAD AND HIGHWAY INTERSECTION, AND PROJECTS 6 INCHES
 AF0212'ABOVE THE SURFACE OF GROUND.
 AF0212'
 AF0212'REFERENCE MARK NO.2 IS 124.40 FEET SOUTHWEST OF THE STATION,
 AF0212'20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SOUTH OF A
 AF0212'STUMP IN THE DITCH WHERE THE SOD EXTENDS ALMOST TO THE NORTH
 AF0212'BANK OF THE DITCH, AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 AF0212'GROUND.
 AF0212'
 AF0212'REFERENCE MARK NO. 3 IS 0.32 MILE WEST-SOUTHWEST OF THE
 AF0212'STATION, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10
 AF0212'FEET SOUTH OF THE SOUTH EDGE OF THE DRAINAGE DITCH ON THE NORTH
 AF0212'SIDE OF THE ROAD, AND 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 AF0212'THE THE MARK IS VISIBLE FROM THE GROUND AT THE STATION.
 AF0212'
 AF0212'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT THIS
 AF0212'STATION.
 AF0212'
 AF0212'A 103-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 AF0212'
 AF0212'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 AF0212
 AF0212                          STATION RECOVERY (1935)
 AF0212
 AF0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 AF0212'THE STATION AND THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 AF0212'CONDITION.
 AF0212'
 AF0212'NOTE--THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE AT THE TIME
 AF0212'OF RECOVERY.
 AF0212'
 AF0212'THE STATION IS LOCATED IN A FIELD OF SCATTERING PINES, 22 PACES
 AF0212'NORTH OF THE CENTER LINE OF STATE HIGHWAY 85 AND 109, 8 PACES
 AF0212'WEST-SOUTHWEST OF A 14-INCH PINE WITH A DIM TRIANGULAR BLAZE,
 AF0212'AND 8 PACES SOUTH-SOUTHWEST OF A SAND ROAD.  THE MARK PROJECTS
 AF0212'10 INCHES AND IS STAMPED ALLEN 1934.
 AF0212'
 AF0212'TO REACH THE STATION FROM THE SEMINOLE INN IN INDIAN TOWN GO
 AF0212'EASTWARD ON STATE HIGHWAY 85 FOR 1.5 MILES TO A BRIDGE OVER THE
 AF0212'ST. LUCIE CANAL AND THE INTERSECTION OF STATE HIGHWAY 109, HERE
 AF0212'TURN LEFT ON STATE HIGHWAY 85 AND 109 FOR 2.9 MILES WHERE THE
 AF0212'HIGHWAY BECOMES A ONE-WAY MACADAM ROAD, HERE CONTINUE
 AF0212'STRAIGHT AHEAD FOR 9.6 MILES TO A PINE TREE WITH A DIM
 AF0212'TRIANGULATION BLAZE, ON THE N SIDE OF THE HIGHWAY, AND THE
 AF0212'STATION.
 AF0212'
 AF0212'REFERENCE MARK NO. 1 IS 38.12 METERS SOUTHEAST OF THE
 AF0212'STATION, 5 PACES NORTH OF THE CENTER LINE OF STATE HIGHWAY 85
 AF0212'AND 109, AND 2 PACES NORTHEAST OF A SAND ROAD WHERE IT
 AF0212'INTERSECTS THE HIGHWAY.  THE MARK PROJECTS 3 INCHES AND IS
 AF0212'STAMPED ALLEN NO. 1 1934.
 AF0212'
 AF0212'REFERENCE MARK NO. 2 IS 37.91 METERS SOUTHWEST OF THE STATION,
 AF0212'6 PACES NORTH OF THE CENTER LINE OF STATE HIGHWAY 85 AND 109,
 AF0212'AND 6 PACES SOUTH-SOUTHWEST OF A BURNT PINE STUMP.  THE MARK
 AF0212'PROJECTS 6 INCHES AND IS STAMPED ALLEN NO.2 1934.
 AF0212'
 AF0212'REFERENCE MARK NO.3, AZIMUTH MARK, IS APPROXIMATELY 0.35
 AF0212'MILE WEST-SOUTHWEST OF THE STATION, 40 PACES EAST OF A HIGHWAY
 AF0212'CURVE SIGN TO THE NORTH, AND 6 PACES NORTH OF THE CENTER LINE
 AF0212'OF STATE HIGHWAY 85 AND 109.  THE MARK PROJECTS 6 INCHES
 AF0212'AND IS STAMPED ALLEN NO.3 1934.
 AF0212'
 AF0212'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 AF0212
 AF0212                          STATION RECOVERY (1941)
 AF0212
 AF0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FRD)
 AF0212'TO REACH STATION FROM STUART, GO S ON HIGHWAY 4 TO ITS JUNCTION
 AF0212'WITH THE INDIANTOWN HIGHWAY, WHICH JUNCTION IS 0.8 MILE FROM
 AF0212'THE RAILROAD.  FOLLOW THIS ROAD FOR 10.00 MILES TO THE STATION.
 AF0212'
 AF0212'STATION IS 30 FEET N OF THE CENTER LINE OF PAVING AND 324.5
 AF0212'FEET E OF THE SE CORNER OF THE N HANDRAIL OF SMALL CONCRETE
 AF0212'BRIDGE BUILT IN 1941.
 AF0212'
 AF0212'DUE TO THE RECONSTRUCTION OF THE ROAD BETWEEN INDIANTOWN AND
 AF0212'STUART IT WAS FOUND NECESSARY TO RELOCATE THE REFERENCE POINTS
 AF0212'ALLEN NOS. 1, 2, AND 3.
 AF0212
 AF0212                          STATION RECOVERY (1942)
 AF0212
 AF0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KGC)
 AF0212'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE 1934-1935
 AF0212'DESCRIPTION--
 AF0212'
 AF0212'ALLEN 1934 IS NO LONGER IN A FIELD OF SCATTERED PINES, BUT
 AF0212'DUE TO HIGHWAY CONSTRUCTION THE STATION IS NOW ON A SMALL
 AF0212'ISLAND LEFT BY CONSTRUCTORS, IN A WIDE DITCH.  THE SAND ROAD
 AF0212'MENTIONED IN DESCRIPTION IS NO LONGER IN EXISTENCE, ALSO THE
 AF0212'ONE-WAY MACADAM ROAD IS NO LONGER IN EXISTENCE, BUT IS NOW
 AF0212'A NEW TWO-LANE HIGHWAY.  THE TOTAL DISTANCE FROM JUNCTION
 AF0212'OF STATE HIGHWAYS 109 AND 85 IS 9.95 MILES INSTEAD OF 12.5.
 AF0212'ALL TREES MENTIONED IN DESCRIPTION HAVE BEEN CUT.
 AF0212'
 AF0212'ALL DISTANCES AND ANGLES TO REFERENCE MARKS ARE NO LONGER OF
 AF0212'VALUE DUE TO ALL REFERENCE MARKS HAVING BEEN RESET.
 AF0212'
 AF0212'THE NEW DESCRIPTION FOLLOWS--
 AF0212'
 AF0212'STATION IS LOCATED ABOUT 10 MILES SSW OF STUART, ABOUT 9.7
 AF0212'MILES NNE OF INDIANTOWN, ALONG HIGHWAY 109, IN A WIDE DITCH
 AF0212'30.0 FEET N OF THE CENTER LINE OF THE HIGHWAY,
 AF0212'332.0 FEET E OF A CONCRETE BRIDGE, ON AN ISLAND LEFT BY HIGHWAY
 AF0212'CONSTRUCTION, AT THE BEGINNING OF A LONG CURVE.
 AF0212'
 AF0212'STATION MARK IS A BRONZE STATION DISK, STAMPED AS NAMED, SET
 AF0212'IN THE TOP OF A 10-INCH-DIAMETER TILE FILLED WITH CONCRETE,
 AF0212'EXTENDING 4 INCHES ABOVE GROUND.
 AF0212'
 AF0212'R.M. 1 1934 RESET 1941 IS A BRONZE REFERENCE DISK, STAMPED AS
 AF0212'NAMED, SET IN THE TOP OF A 10-INCH-DIAMETER TILE FILLED WITH
 AF0212'CONCRETE, EXTENDING 10 INCHES ABOVE GROUND.  IT IS ON THE N
 AF0212'BANK OF DITCH IN THE EDGE OF THE PINEY WOODS, 28.2 METERS FROM
 AF0212'THE STATION.  (THIS MARK
 AF0212'WAS RESET DURING HIGHWAY CONSTRUCTION BY THE CONSTRUCTION
 AF0212'COMPANY.)
 AF0212'
 AF0212'R.M. 2 1934 RESET 1941 IS A BRONZE REFERENCE DISK, STAMPED AS
 AF0212'NAMED, SET IN THE TOP OF A 10-INCH-DIAMETER TILE FILLED WITH
 AF0212'CONCRETE, EXTENDING 5 INCHES ABOVE GROUND.  IT IS ON THE N BANK
 AF0212'OF THE DITCH IN THE EDGE OF THE PINEY WOODS, 39.5 METERS FROM
 AF0212'THE STATION.  (THIS MARK
 AF0212'WAS RESET DURING HIGHWAY CONSTRUCTION BY THE CONSTRUCTION
 AF0212'COMPANY, AND POINTS TO R.M. 1 INSTEAD OF THE STATION.)
 AF0212'
 AF0212'R.M. 3 1934 RESET 1941 (AZIMUTH MARK) IS A BRONZE REFERENCE DISK,
 AF0212'STAMPED AS NAMED, SET IN THE TOP OF A 10-INCH-DIAMETER TILE FILLED
 AF0212'WITH CONCRETE, AND EXTENDS 1 INCH ABOVE GROUND.  IT IS ABOUT
 AF0212'0.4 MILE WSW OF ALLEN 1934, AT A SAND ROAD CROSSING, 27.0 FEET
 AF0212'W OF THE CENTER LINE OF SAND ROAD, AND 76.3 FEET N OF THE CENTER
 AF0212'LINE OF STATE HIGHWAY 109.  IT IS ON A FENCE LINE, 10 FEET W
 AF0212'OF FENCE CORNER.  (THIS MARK WAS RESET DURING HIGHWAY
 AF0212'CONSTRUCTION BY THE CONSTRUCTION COMPANY).
 AF0212'
 AF0212'TO REACH THE STATION FROM SEMINOLE INN IN INDIANTOWN, GO SE ON
 AF0212'STATE HIGHWAY 85 FOR 1.55 MILES TO A BRIDGE OVER ST. LUCIE
 AF0212'CANAL AND THE JUNCTION OF STATE HIGHWAYS 109 AND 85, HERE TURN
 AF0212'E ON STATE HIGHWAY 109 FOR 9.95 MILES TO STATION.
 AF0212'
 AF0212'ANGLES ARE NO LONGER OF VALUE AS ALL REFERENCE MARKS HAVE BEEN
 AF0212'MOVED.
 AF0212'
 AF0212'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.  (TAKEN FROM
 AF0212'1934-1935 DESCRIPTION.)
 AF0212
 AF0212                          STATION RECOVERY (1946)
 AF0212
 AF0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 AF0212'STATION RECOVERED AS DESCRIBED IN PREVIOUS DESCRIPTIONS SHOWING
 AF0212'R.M.S AS RESET BY THE FLORIDA STATE ROAD DEPARTMENT IN 1941
 AF0212'EXCEPT--
 AF0212'
 AF0212'1.  DISTANCE OF R.M. 1 (RESET) IS 92.65 FEET, INSTEAD OF 98.68
 AF0212'FEET.
 AF0212'
 AF0212'2.  STATE HIGHWAY 76, INSTEAD OF STATE HIGHWAY 85 AND 109.
 AF0212'
 AF0212'3.  AZIMUTH MARK COULD NOT BE FOUND, IT WAS PROBABLY COVERED
 AF0212'WITH DIRT DURING LANDSCAPING IN THE VICINITY.
 AF0212'
 AF0212'THE 1942 RECOVERY NOTE WAS NOT AVAILABLE AT THIS RECOVERY.  NO
 AF0212'APPARENT CHANGES HAVE BEEN MADE SINCE THE REFERENCE MARKS
 AF0212'WERE RESET.
 AF0212
 AF0212                          STATION RECOVERY (1953)
 AF0212
 AF0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 AF0212'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 AF0212'AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET.
 AF0212'
 AF0212'THE 1942 DESCRIPTION BY K.G.C. IS ADEQUATE, EXCEPTING, THE
 AF0212'HIGHWAY NOS. ARE NOW 76 AND 70 AND THE ADDED DESCRIPTION OF THE
 AF0212'MARKS.
 AF0212'
 AF0212'THE STATION MARK IS 29.8 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 AF0212'76 AND 52.8 FEET SOUTH OF THE RIGHT-AWAY FENCE.
 AF0212'
 AF0212'REFERENCE MARK NO. 1 IS 72.7 FEET NORTH OF THE CENTERLINE OF
 AF0212'THE HIGHWAY AND 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 AF0212'
 AF0212'REFERENCE MARK NO. 2 IS 77 FEET NORTH OF THE CENTERLINE OF
 AF0212'THE HIGHWAY AND 9 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 AF0212'
 AF0212'AZIMUTH MARK IS ALONG THE SOUTH SIDE OF HIGHWAY 76 OPPOSITE
 AF0212'AN ARCHED DRIVEWAY, 70 FEET WEST OF THE CENTERLINE OF A
 AF0212'DRIVEWAY, 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8
 AF0212'FEET EAST OF A DRAINAGE DITCH AND 1 FOOT NORTHEAST OF A WITNESS
 AF0212'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 AF0212'STAMPED ALLEN 1934 RESET 1953.
 AF0212'
 AF0212'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 AF0212'HIGHWAY 76 FOR 0.3 MILE TO THE MARK ON THE LEFT ACROSS THE ROAD
 AF0212'FROM THE MONREVE RANCH ARCHED DRIVEWAY.
 AF0212'
 AF0212'OBSERVATIONS TAKEN FROM A 103 FT. TOWER.
 AF0212
 AF0212                          STATION RECOVERY (1955)
 AF0212
 AF0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (DAJ)
 AF0212'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 AF0212'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.  A SEARCH WAS
 AF0212'MADE TO RECOVER REFERENCE MARK NO. 2, BUT DUE TO ROAD
 AF0212'CONSTRUCTION IT IS BELIEVED TO BE DESTROYED.  THEREFORE
 AF0212'REFERENCE MARK NO. 4 WAS ESTABLISHED.
 AF0212'
 AF0212'REFERENCE MARK NO. 4 IS 26 FEET NORTH OF THE APPROXIMATE
 AF0212'CENTERLINE OF STATE HIGHWAY NO. 76, AND 1 FOOT NORTH OF A
 AF0212'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 AF0212'STAMPED ALLEN NO 4 1955.
 AF0212'
 AF0212'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS
 AF0212'AND FOUND TO BE CORRECT.
 AF0212'
 AF0212'THE 1953 DESCRIPTION IS ADEQUATE.
 AF0212
 AF0212                          STATION RECOVERY (1961)
 AF0212
 AF0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 AF0212'STATION AND REFERENCE MARKS NO. 1, 2 AND 4 AND THE AZIMUTH
 AF0212'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A
 AF0212'COMPLETE NEW DESCRIPTION FOLLOWS--
 AF0212'
 AF0212'STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF STATE
 AF0212'HIGHWAY NO. 76 ABOUT 15-1/2 MILES NORTHWEST OF JUPITER, ABOUT
 AF0212'9.0 MILES SOUTHWEST OF STUART AND ABOUT 10.0 MILES
 AF0212'EAST-NORTHEAST OF INDIANTOWN.  STATION, A STANDARD DISK, SET
 AF0212'IN A ROUND CONCRETE MONUMENT AND STAMPED ALLEN 1934 IS 30 FEET
 AF0212'NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 76,
 AF0212'3.1 FEET SOUTHEAST OF A STEEL WITNESS POST WITH METAL SIGN
 AF0212'AND 1.5 FEET EAST OF A 2X4 INCH WITNESS POST.  THE MARK
 AF0212'PROJECTS 2 INCHES.
 AF0212'
 AF0212'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 710 AND 76
 AF0212'IN THE SOUTHEAST EDGE OF INDIANTOWN, GO EASTERLY ON STATE
 AF0212'HIGHWAY NO. 76 FOR 9.2 MILES TO CROSSROADS
 AF0212'AND AZIMUTH MARK ON RIGHT (SOUTH) SIDE OF HIGHWAY AS
 AF0212'DESCRIBED.  CONTINUE NORTHEASTERLY ON STATE HIGHWAY NO. 76 FOR
 AF0212'0.3 MILE TO JUNCTION OF STATE HIGHWAY NO. 708.  CONTINUE
 AF0212'NORTHEASTERLY ON STATE HIGHWAY NO. 76 FOR 0.05 MILE TO STATION ON
 AF0212'LEFT (NORTH) SIDE OF HIGHWAY AS DESCRIBED.
 AF0212'
 AF0212'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A ROUND CONCRETE
 AF0212'MONUMENT AND STAMPED RESET 1941 ALLEN 1934 NO 1 IS 5-1/2 FEET
 AF0212'SOUTH OF THE FENCELINE AND 1.4 FEET EAST OF A 2X4 INCH WITNESS
 AF0212'POST.  THE MARK PROJECTS 4 INCHES.
 AF0212'
 AF0212'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A ROUND CONCRETE
 AF0212'MONUMENT AND STAMPED ALLEN 1934 RESET 1941 NO 2 IS 9.0 FEET
 AF0212'SOUTH-SOUTHEAST OF FENCELINE AND 77 FEET NORTH OF THE APPROXIMATE
 AF0212'CENTERLINE OF STATE HIGHWAY NO. 76.  THE MARK PROJECTS 4
 AF0212'INCHES.
 AF0212'
 AF0212'REFERENCE MARK NO. 4, A STANDARD DISK SET IN A SQUARE CONCRETE
 AF0212'MONUMENT AND STAMPED ALLEN NO 4 1955 IS 26 FEET NORTH OF THE
 AF0212'CENTERLINE OF HIGHWAY.  THE MARK IS FLUSH WITH THE
 AF0212'GROUND.
 AF0212'
 AF0212'AZIMUTH MARK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 AF0212'AND STAMPED ALLEN 1934 RESET 1953 IS 25 FEET SOUTH OF THE
 AF0212'APPROXIMATE CENTERLINE OF HIGHWAY, 70 FEET WEST OF THE
 AF0212'APPROXIMATE CENTERLINE OF A SAND ROAD 34 FEET NORTHWEST OF A PINE
 AF0212'TREE AND 1.4 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 2
 AF0212'INCHES.
 AF0212'
 AF0212'ALLEN RM A, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 AF0212'MONUMENT AND STAMPED ALLEN RM A 1961 IS 60 FEET NORTH OF THE
 AF0212'APPROXIMATE CENTERLINE OF HIGHWAY.  20.8 FEET SOUTH OF
 AF0212'FENCELINE AND 1.3 FEET WEST OF WITNESS POST.  THE MARK
 AF0212'PROJECTS 4 INCHES.
 AF0212'
 AF0212'1961 OBSERVATIONS TAKEN FROM A 103 FOOT TOWER.
 AF0212
 AF0212                          STATION RECOVERY (1985)
 AF0212
 AF0212'RECOVERY NOTE BY US POWER SQUADRON 1985 (FGH)
 AF0212'RECOVERED IN GOOD CONDITION.
 AF0212
 AF0212                          STATION RECOVERY (1985)
 AF0212
 AF0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 AF0212'STATION MARK, REFERENCE MARKS 1, 2, 4 AND AZIMUTH RM A 1961 WERE FOUND
 AF0212'IN GOOD CONDITION. AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. THE
 AF0212'DISTANCE TO REFERENCE MARK 2 AND ALLEN RM A 1961 CHECKED THE 1961
 AF0212'RECOVERY NOTE. A SHORTER DISTANCE OF 0.09 FT (2.74 CM) OR 0.027 METERS
 AF0212'(0.089 FT) WAS MEASURED TO REFERENCE MARK 1. REFERENCE MARK 4 WAS
 AF0212'FOUND DESTROYED. REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME. A
 AF0212'DIFFERENCE OF 05 MINUTES 09 SECONDS WAS OBSERVED TO REFERENCE MARK 1.
 AF0212'(REFERENCE MARK 1 IS CHIPPED) . A DIFFERENCE OF 02 MINUTES 05 SECONDS
 AF0212'WAS OBSERVED TO REFERENCE MARK 2. A DIFFERENCE OF 01 MINUTE 23.2
 AF0212'SECONDS WAS OBSERVED TO ALLEN RM A 1961. THE TILE HAS BEEN KNOCKED OFF
 AF0212'THE STATION MARK. AT THIS TIME THE DIRT WAS DUG OUT ABOUT A FOOT DOWN
 AF0212'ALONG SIDE OF MONUMENT AND A LARGE CONCRETE COLLER WAS POURED AROUND
 AF0212'IT. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS
 AF0212'LOCATED ABOUT 24.80 KM (15.40 MI) NORTHWEST OF JUPITER, ABOUT 14.40 KM
 AF0212'(8.95 MI) SOUTHWEST OF STUART, ABOUT 16.00 KM (9.95 MI) EAST-NORTHEAST
 AF0212'OF INDIANTOWN, NEAR THE JUNCTION OF STATE HIGHWAY 76 AND COUNTY ROAD
 AF0212'708 AND ON THE NORTHWEST SIDE OF STATE HIGHWAY 76 ON HIGHWAY
 AF0212'RIGHT-OF-WAY. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 1
 AF0212'AND STATE HIGHWAY 76 IN DOWNTOWN STUART, FOLLOW STATE HIGHWAY 76 SOUTH
 AF0212'AND SOUTHWEST FOR 17.28 KM (10.75 MI) TO JUNCTION OF COUNTY ROAD 708
 AF0212'ON LEFT AND STATION ON RIGHT JUST BEFORE REACHING ROAD INTERSECTION.
 AF0212'THE STATION IS A STANDARD CGS DISK STAMPED,--ALLEN 1934--, SET INTO
 AF0212'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (12 IN) IN DIAMETER,
 AF0212'RECESSED 20 CM (8 IN) BELOW THE GROUND. THE STATION IS LOCATED 101.65
 AF0212'METERS (333.50 FT) NORTHWEST OF THE CENTER OF CONCRETE BRIDGE AT
 AF0212'HIGHWAY JUNCTION, 9.30 METERS (30.51 FT) NORTHWEST OF THE CENTER OF
 AF0212'STATE HIGHWAY 76, 16.46 METERS (54.00 FT) SOUTHEAST OF A WIRE FENCE.
 AF0212'23.77 METERS (77.99 FT) EAST NORTHEAST OF THE CENTER OF FOUR PALMETTO
 AF0212'TREES, 0.43 METERS (1.41 FT) SOUTHEAST OF A METAL WITNESS POST. THE
 AF0212'UNDERGROUND MARK IS A BOLT IN TOP OF AN IRREGULAR MASS OF CONCRETE.
 AF0212'REFERENCE MARK 1 IS A STANDARD CGS DISK STAMPED,--ALLEN NO 1 1934--,
 AF0212'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (12 IN) IN
 AF0212'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND. THE STATION IS LOCATED
 AF0212'23.93 METERS (78.51 FT) NORTHWEST OF THE CENTER OF STATE HIGHWAY 76,
 AF0212'1.98 METERS (6.50 FT) WEST OF AN 18-INCH PINE TREE, 1.83 METERS (6.00
 AF0212'FT) SOUTHEAST OF A WIRE FENCE, 0.61 METERS (2.00 FT) SOUTH OF A METAL
 AF0212'WITNESS POST. REFERENCE MARK 2 IS A STANDARD CGS DISK STAMPED,--ALLEN
 AF0212'1934 NO 2--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (12
 AF0212'IN) IN DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND. THE STATION IS
 AF0212'LOCATED 23.16 METERS (75.98 FT) NORTHWEST OF THE CENTER OF STATE
 AF0212'HIGHWAY 76, 15.85 METERS (52.00 FT) WEST OF THE CENTER OF FOUR
 AF0212'PALMETTO TREES, 2.59 METERS (8.50 FT) SOUTHEAST OF A WIRE FENCE, .30
 AF0212'METERS (0.98 FT) NORTHEAST OF A WITNESS POST. REFERENCE MARK 5 IS A
 AF0212'STANDARD NGS DISK STAMPED,--ALLEN 1934 NO 5 1985--, SET INTO THE TOP
 AF0212'OF A SQUARE CONCRETE MONUMENT, 30 CM (12 IN) ON SIDE, FLUSH WITH THE
 AF0212'SURFACE. THE STATION IS LOCATED 66.58 METERS (218.44 FT) NORTHEAST OF
 AF0212'THE CENTER OF CONCRETE BRIDGE AT HIGHWAY JUNCTION, 7.77 METERS (25.49
 AF0212'FT) NORTHWEST OF THE CENTER OF STATE HIGHWAY 76, 13.41 METERS (44.00
 AF0212'FT) SOUTH OF A CLUSTER OF FOUR PALMETTO TREES, 4.88 METERS (16.01 FT)
 AF0212'SOUTHEAST OF A WITNESS POST AND .30 METERS (0.98 FT) LOWER THAN THE
 AF0212'STATION. AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED,--ALLEN 1934
 AF0212'RESET 1953--, IS SET INTO A SQUARE CONCRETE POST 30 CM (12 IN) ON
 AF0212'SIDE, FLUSH WITH THE GROUND. THE STATION IS LOCATED 13.56 METERS
 AF0212'(44.49 FT) EAST OF THE CENTER OF STATE HIGHWAY 76, 24.99 METERS (81.99
 AF0212'FT) WEST OF A WIRE FENCE, 21.49 METERS (70.51 FT) SOUTH OF THE CENTER
 AF0212'OF A DIRT ROAD, 0.46 METERS (1.51 FT) WEST OF A METAL WITNESS POST,
 AF0212'5.18 METERS (16.99 FT) NORTH OF THE CENTER OF A DITCH, TO REACH THE
 AF0212'AZMITH MARK GO SOUTHWEST ON STATE HIGHWAY 76 FOR 0.51 KM (0.30 MI) TO
 AF0212'MARK ON EAST SIDE OF HIGHWAY AND SOUTH OF A DRIVEWAY. ALLEN RM A IS A
 AF0212'STANDARD CGS DISK STAMPED,--ALLEN RM A 1961--, IS SET INTO A SQUARE
 AF0212'CONCRETE POST 30 CM (12 IN) ON SIDE, PROJECTING 3 INCHES ABOVE GROUND.
 AF0212'THE STATION IS LOCATED 16.5 FT NORTHEAST OF A 15 INCH PINE TREE, 61.5
 AF0212'FT NORTHWEST OF THE CENTER OF STATE HIGHWAY 76, 21.0 FT SOUTHEAST OF A
 AF0212'WIRE FENCE AND 2.5 FT WEST OF A WITNESS POST.
 AF0212
 AF0212                          STATION RECOVERY (1989)
 AF0212
 AF0212'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AF0212'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 95 AND SR
 AF0212'708, ABOUT 6 MILES (9.7 KM) WEST OF JUPITER ISLAND, GO WESTERLY ON
 AF0212'STATE ROAD 708 FOR ABOUT 4.9 MILES (7.9 KM) TO THE INTERSECTION OF
 AF0212'STATE ROAD 76 AND THE MARK.  IT IS 36.0 FEET (11.0 M) NORTHWEST OF A
 AF0212'HIGHWAY SIGN POST, 30.5 FEET (9.3 M) NORTH OF THE CENTER OF STATE ROAD
 AF0212'76 AND 25.8 FEET (7.9 M) SOUTHEAST OF A 15 INCH PINE TREE.
 AF0212
 AF0212                          STATION RECOVERY (2001)
 AF0212
 AF0212'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AF0212'RECOVERED IN GOOD CONDITION.
 AF0212
 AF0212                          STATION RECOVERY (2001)
 AF0212
 AF0212'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AF0212'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AF0212'
 AF0212
 AF0212                          STATION RECOVERY (2002)
 AF0212
 AF0212'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF0212'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AF0212' 
 AF0212'STATION RECOVERY (2002)
 AF0212'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AF0212'RECOVERED AS DESCRIBED.
 AF0212' 
 AF0212'
 AF0212
 AF0212                          STATION RECOVERY (2002)
 AF0212
 AF0212'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AF0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2022 ***********************************************************************
 AQ2022  DESIGNATION -  ALLEN 1859
 AQ2022  PID         -  AQ2022
 AQ2022  STATE/COUNTY-  FL/ST JOHNS
 AQ2022  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ2022
 AQ2022                         *CURRENT SURVEY CONTROL
 AQ2022  ___________________________________________________________________
 AQ2022* NAD 83(1990)-  29 55 53.49117(N)    081 17 48.43385(W)     ADJUSTED  
 AQ2022* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AQ2022  ___________________________________________________________________
 AQ2022  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AQ2022  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 AQ2022
 AQ2022  HORZ ORDER  -  THIRD
 AQ2022
 AQ2022.The horizontal coordinates were established by classical geodetic methods
 AQ2022.and adjusted by the National Geodetic Survey in May 1991..
 AQ2022
 AQ2022.The orthometric height was scaled from a topographic map.
 AQ2022
 AQ2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2022
 AQ2022.The geoid height was determined by GEOID03.
 AQ2022
 AQ2022;                    North         East     Units Scale Factor Converg.
 AQ2022;SPC FL E     -   620,314.528   171,346.091   MT  0.99995130   -0 08 53.1
 AQ2022;SPC FL E     - 2,035,148.58    562,157.97   sFT  0.99995130   -0 08 53.1
 AQ2022;UTM  17      - 3,311,234.860   471,355.868   MT  0.99961012   -0 08 53.1
 AQ2022
 AQ2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2022!SPC FL E     -   1.00000374  x   0.99995130  =   0.99995504
 AQ2022!UTM  17      -   1.00000374  x   0.99961012  =   0.99961386
 AQ2022
 AQ2022:                Primary Azimuth Mark                     Grid Az
 AQ2022:SPC FL E     -  BAYA 1859                                262 42 01.8
 AQ2022:UTM  17      -  BAYA 1859                                262 42 01.8
 AQ2022
 AQ2022|---------------------------------------------------------------------|
 AQ2022| PID    Reference Object                     Distance      Geod. Az  |
 AQ2022|                                                           dddmmss.s |
 AQ2022| AQ2032 BAYA 1859                           APPROX. 2.6 KM 2623308.7 |
 AQ2022|---------------------------------------------------------------------|
 AQ2022
 AQ2022                          SUPERSEDED SURVEY CONTROL
 AQ2022
 AQ2022  NAD 83(1986)-  29 55 53.49585(N)    081 17 48.44388(W) AD(       ) 3
 AQ2022  NAD 27      -  29 55 52.65200(N)    081 17 49.18400(W) AD(       ) 3
 AQ2022
 AQ2022.Superseded values are not recommended for survey control.
 AQ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2022.See file dsdata.txt to determine how the superseded data were derived.
 AQ2022
 AQ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7135611235(NAD 83)
 AQ2022_MARKER: Z = SEE DESCRIPTION
 AQ2022_SETTING: 0 = UNSPECIFIED SETTING
 AQ2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2022
 AQ2022  HISTORY     - Date     Condition        Report By
 AQ2022  HISTORY     - 1859     MONUMENTED       CGS
 AQ2022  HISTORY     - 1929     SEE DESCRIPTION  CGS
 AQ2022  HISTORY     - 1952     MARK NOT FOUND   CGS
 AQ2022
 AQ2022                          STATION DESCRIPTION
 AQ2022
 AQ2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (GCM)
 AQ2022'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED AND IS PROBABLY
 AQ2022'DESTROYED.  TWO STAKES WERE FOUND WHICH MAY HAVE BEEN TWO OF
 AQ2022'THOSE DESCRIBED AS FORMING A SQUARE ABOUT THE STATION PEG.  THEY
 AQ2022'WERE AT THE EDGE OF A STEEP BANK AND IT APPEARS THAT THE STATION
 AQ2022'HAS BEEN WASHED AWAY.
 AQ2022
 AQ2022                          STATION RECOVERY (1952)
 AQ2022
 AQ2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 AQ2022'THE STATION WAS NOT RECOVERED.  THIS STATION WAS REPORTED
 AQ2022'WASHED AWAY IN 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB9330 ***********************************************************************
 AB9330  DESIGNATION -  ALLEN AZ MK RESET
 AB9330  PID         -  AB9330
 AB9330  STATE/COUNTY-  FL/MARTIN
 AB9330  USGS QUAD   -  INDIAN TOWN SE (1983)
 AB9330
 AB9330                         *CURRENT SURVEY CONTROL
 AB9330  ___________________________________________________________________
 AB9330* NAD 83(1986)-  27 03 26.     (N)    080 18 37.     (W)     SCALED    
 AB9330* NAVD 88     -         6.909  (meters)      22.67   (feet)  ADJUSTED  
 AB9330  ___________________________________________________________________
 AB9330  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB9330  DYNAMIC HT  -           6.898 (meters)      22.63  (feet)  COMP
 AB9330  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 AB9330
 AB9330  VERT ORDER  -  SECOND    CLASS II
 AB9330
 AB9330.The horizontal coordinates were scaled from a topographic map and have
 AB9330.an estimated accuracy of +/- 6 seconds.
 AB9330
 AB9330.The orthometric height was determined by differential leveling
 AB9330.and adjusted by the National Geodetic Survey in February 1997..
 AB9330
 AB9330.The geoid height was determined by GEOID03.
 AB9330
 AB9330.The dynamic height is computed by dividing the NAVD 88
 AB9330.geopotential number by the normal gravity value computed on the
 AB9330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9330.degrees latitude (g = 980.6199 gals.).
 AB9330
 AB9330.The modeled gravity was interpolated from observed gravity values.
 AB9330
 AB9330;                    North         East    Units  Estimated Accuracy
 AB9330;SPC FL E     -   301,930.      268,420.      MT  (+/- 180 meters Scaled)
 AB9330
 AB9330                          SUPERSEDED SURVEY CONTROL
 AB9330
 AB9330.No superseded survey control is available for this station.
 AB9330
 AB9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK683929(NAD 83)
 AB9330_MARKER: DZ = AZIMUTH MARK DISK
 AB9330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9330_STAMPING: ALLEN 1934 RESET 1953
 AB9330_MARK LOGO: CGS   
 AB9330_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9330+STABILITY: SURFACE MOTION
 AB9330
 AB9330  HISTORY     - Date     Condition        Report By
 AB9330  HISTORY     - 1953     MONUMENTED       CGS
 AB9330  HISTORY     - 19850615 GOOD             NGS
 AB9330  HISTORY     - 19891231 GOOD             FLDT
 AB9330
 AB9330                          STATION DESCRIPTION
 AB9330
 AB9330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 AB9330'THE STATION IS LOCATED ABOUT 24.80 KM (15.40 MI) NORTHWEST OF JUPITER,
 AB9330'ABOUT 14.40 KM (8.95 MI) SOUTHWEST OF STUART, ABOUT 16.00 KM (9.95 MI)
 AB9330'EAST-NORTHEAST OF INDIANTOWN, ABOUT 0.48 KM (0.30 MI) WEST OF THE
 AB9330'JUNCTION OF STATE HIGHWAY 76 AND COUNTY ROAD 708. TO REACH THE STATION
 AB9330'FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 76 IN DOWNTOWN
 AB9330'STUART, FOLLOW STATE HIGHWAY 76 SOUTH AND SOUTHWEST FOR 17.28 KM
 AB9330'(10.75 MI) TO THE JUNCTION OF COUNTY ROAD 708 ON LEFT. CONTINUE
 AB9330'WESTERLY ON STATE HIGHWAY 76 FOR 0.45 KM (0.25 MI) TO STATION ON LEFT.
 AB9330'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED,--ALLEN 1934
 AB9330'RESET 1953--, IS SET INTO A SQUARE CONCRETE POST 30 CM (12 IN) ON
 AB9330'SIDE, FLUSH WITH THE GROUND. THE STATION IS LOCATED 13.56 METERS
 AB9330'(44.49 FT) EAST OF THE CENTER OF STATE HIGHWAY 76, 24.99 METERS (81.99
 AB9330'FT) WEST OF A WIRE FENCE, 21.49 METERS (70.51 FT) SOUTH OF THE CENTER
 AB9330'OF A DIRT ROAD. 0.46 METERS (1.51 FT) WEST OF A METAL WITNESS POST,
 AB9330'5.18 METERS (16.99 FT) NORTH OF THE CENTER OF A DITCH.
 AB9330
 AB9330                          STATION RECOVERY (1989)
 AB9330
 AB9330'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AB9330'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 95 AND SR
 AB9330'708, ABOUT 6 MILES (9.7 KM) WEST OF JUPITER ISLAND, GO WESTERLY ON
 AB9330'STATE ROAD 708 FOR ABOUT 4.9 MILES (7.9 KM) TO THE INTERSECTION OF
 AB9330'STATE ROAD 76, GO WEST ON STATE ROAD 76 FOR ABOUT 0.3 MILE (0.5 KM)
 AB9330'AND THE MARK.  IT IS 70.0 FEET (21.3 M) WEST OF THE CENTER OF A DIRT
 AB9330'DRIVEWAY, 44.5 FEET (13.6 M) SOUTH OF THE CENTER OF STATE ROAD 76 AND
 AB9330'37.5 FEET (11.4 M) EAST OF A POWER POLE F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5175 ***********************************************************************
 AC5175  DESIGNATION -  ALLEN RM 1 RESET
 AC5175  PID         -  AC5175
 AC5175  STATE/COUNTY-  FL/MARTIN
 AC5175  USGS QUAD   -  INDIAN TOWN SE (1983)
 AC5175
 AC5175                         *CURRENT SURVEY CONTROL
 AC5175  ___________________________________________________________________
 AC5175* NAD 83(1986)-  27 03 34.     (N)    080 18 18.     (W)     SCALED    
 AC5175* NAVD 88     -         6.946  (meters)      22.79   (feet)  ADJUSTED  
 AC5175  ___________________________________________________________________
 AC5175  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AC5175  DYNAMIC HT  -           6.935 (meters)      22.75  (feet)  COMP
 AC5175  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 AC5175
 AC5175  VERT ORDER  -  SECOND    CLASS II
 AC5175
 AC5175.The horizontal coordinates were scaled from a topographic map and have
 AC5175.an estimated accuracy of +/- 6 seconds.
 AC5175
 AC5175.The orthometric height was determined by differential leveling
 AC5175.and adjusted by the National Geodetic Survey in February 1997..
 AC5175
 AC5175.The geoid height was determined by GEOID03.
 AC5175
 AC5175.The dynamic height is computed by dividing the NAVD 88
 AC5175.geopotential number by the normal gravity value computed on the
 AC5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5175.degrees latitude (g = 980.6199 gals.).
 AC5175
 AC5175.The modeled gravity was interpolated from observed gravity values.
 AC5175
 AC5175;                    North         East    Units  Estimated Accuracy
 AC5175;SPC FL E     -   302,180.      268,940.      MT  (+/- 180 meters Scaled)
 AC5175
 AC5175                          SUPERSEDED SURVEY CONTROL
 AC5175
 AC5175.No superseded survey control is available for this station.
 AC5175
 AC5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK689932(NAD 83)
 AC5175_MARKER: DR = REFERENCE MARK DISK
 AC5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5175_STAMPING: ALLEN NO 1 1941
 AC5175_MARK LOGO: CGS   
 AC5175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5175+STABILITY: SURFACE MOTION
 AC5175
 AC5175  HISTORY     - Date     Condition        Report By
 AC5175  HISTORY     - 1941     MONUMENTED       CGS
 AC5175  HISTORY     - 19891231 GOOD             FLDT
 AC5175
 AC5175                          STATION DESCRIPTION
 AC5175
 AC5175'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AC5175'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 95 AND SR
 AC5175'708, ABOUT 6 MILES (9.7 KM) WEST OF JUPITER ISLAND, GO WESTERLY ON
 AC5175'STATE ROAD 708 FOR ABOUT 4.9 MILES (7.9 KM) TO THE INTERSECTION OF
 AC5175'STATE ROAD 76 AND THE MARK.  IT IS IS 73.5 FEET (22.4 M) NORTH OF THE
 AC5175'CENTER OF STATE ROAD 76, 6.0 FEET (1.8 M) SOUTH OF A FENCE AND 5.0
 AC5175'FEET (1.5 M) WEST OF AN 18 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB9329 ***********************************************************************
 AB9329  DESIGNATION -  ALLEN RM 5
 AB9329  PID         -  AB9329
 AB9329  STATE/COUNTY-  FL/MARTIN
 AB9329  USGS QUAD   -  INDIAN TOWN SE (1983)
 AB9329
 AB9329                         *CURRENT SURVEY CONTROL
 AB9329  ___________________________________________________________________
 AB9329* NAD 83(1986)-  27 03 34.     (N)    080 18 18.     (W)     SCALED    
 AB9329* NAVD 88     -         6.637  (meters)      21.77   (feet)  ADJUSTED  
 AB9329  ___________________________________________________________________
 AB9329  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB9329  DYNAMIC HT  -           6.627 (meters)      21.74  (feet)  COMP
 AB9329  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 AB9329
 AB9329  VERT ORDER  -  SECOND    CLASS II
 AB9329
 AB9329.The horizontal coordinates were scaled from a topographic map and have
 AB9329.an estimated accuracy of +/- 6 seconds.
 AB9329
 AB9329.The orthometric height was determined by differential leveling
 AB9329.and adjusted by the National Geodetic Survey in February 1997..
 AB9329
 AB9329.The geoid height was determined by GEOID03.
 AB9329
 AB9329.The dynamic height is computed by dividing the NAVD 88
 AB9329.geopotential number by the normal gravity value computed on the
 AB9329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9329.degrees latitude (g = 980.6199 gals.).
 AB9329
 AB9329.The modeled gravity was interpolated from observed gravity values.
 AB9329
 AB9329;                    North         East    Units  Estimated Accuracy
 AB9329;SPC FL E     -   302,180.      268,940.      MT  (+/- 180 meters Scaled)
 AB9329
 AB9329                          SUPERSEDED SURVEY CONTROL
 AB9329
 AB9329.No superseded survey control is available for this station.
 AB9329
 AB9329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK689932(NAD 83)
 AB9329_MARKER: DR = REFERENCE MARK DISK
 AB9329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9329_STAMPING: ALLEN 1934 NO 5 1985
 AB9329_MARK LOGO: NGS   
 AB9329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9329+STABILITY: SURFACE MOTION
 AB9329
 AB9329  HISTORY     - Date     Condition        Report By
 AB9329  HISTORY     - 1985     MONUMENTED       NGS
 AB9329  HISTORY     - 1985     GOOD             USPSQD
 AB9329  HISTORY     - 19891231 GOOD             FLDT
 AB9329
 AB9329                          STATION DESCRIPTION
 AB9329
 AB9329'DESCRIBED BY US POWER SQUADRON 1985 (FGH)
 AB9329'RECOVERED IN GOOD CONDITION.
 AB9329
 AB9329                          STATION RECOVERY (1989)
 AB9329
 AB9329'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AB9329'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 95 AND SR
 AB9329'708, ABOUT 6 MILES (9.7 KM) WEST OF JUPITER ISLAND, GO WESTERLY ON
 AB9329'STATE ROAD 708 FOR ABOUT 4.9 MILES (7.9 KM) TO THE INTERSECTION OF
 AB9329'STATE ROAD 76 AND THE MARK.  IT IS SET IN THE TOP OF A 12 INCH BY 12
 AB9329'INCH SQUARE CONCRETE MONUMENT, 216.0 FEET (65.8 M) EAST OF THE
 AB9329'NORTHEAST CORNER OF A CONCRETE BRIDGE AND 25.0 FEET (7.6 M) NORTH OF
 AB9329'THE CENTER OF STATE ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0211 ***********************************************************************
 AF0211  DESIGNATION -  ALLEN RM A
 AF0211  PID         -  AF0211
 AF0211  STATE/COUNTY-  FL/MARTIN
 AF0211  USGS QUAD   -  INDIAN TOWN SE (1983)
 AF0211
 AF0211                         *CURRENT SURVEY CONTROL
 AF0211  ___________________________________________________________________
 AF0211* NAD 83(1990)-  27 03 35.60537(N)    080 18 16.28559(W)     ADJUSTED  
 AF0211* NAVD 88     -         6.689  (meters)      21.95   (feet)  ADJUSTED  
 AF0211  ___________________________________________________________________
 AF0211  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AF0211  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AF0211  DYNAMIC HT  -           6.679 (meters)      21.91  (feet)  COMP
 AF0211  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 AF0211
 AF0211  HORZ ORDER  -  FIRST
 AF0211  VERT ORDER  -  SECOND    CLASS II
 AF0211
 AF0211.The horizontal coordinates were established by classical geodetic methods
 AF0211.and adjusted by the National Geodetic Survey in May 1991..
 AF0211
 AF0211.The orthometric height was determined by differential leveling
 AF0211.and adjusted by the National Geodetic Survey in February 1997..
 AF0211
 AF0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0211
 AF0211.The geoid height was determined by GEOID03.
 AF0211
 AF0211.The dynamic height is computed by dividing the NAVD 88
 AF0211.geopotential number by the normal gravity value computed on the
 AF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF0211.degrees latitude (g = 980.6199 gals.).
 AF0211
 AF0211.The modeled gravity was interpolated from observed gravity values.
 AF0211
 AF0211;                    North         East     Units Scale Factor Converg.
 AF0211;SPC FL E     -   302,230.241   268,989.751   MT  0.99999991   +0 18 59.0
 AF0211;SPC FL E     -   991,567.05    882,510.54   sFT  0.99999991   +0 18 59.0
 AF0211;UTM  17      - 2,993,259.103   568,966.212   MT  0.99965871   +0 18 59.0
 AF0211
 AF0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0211!SPC FL E     -   1.00000320  x   0.99999991  =   1.00000311
 AF0211!UTM  17      -   1.00000320  x   0.99965871  =   0.99966191
 AF0211
 AF0211|---------------------------------------------------------------------|
 AF0211| PID    Reference Object                     Distance      Geod. Az  |
 AF0211|                                                           dddmmss.s |
 AF0211| AF0212 ALLEN                                47.356 METERS 22844     |
 AF0211| AF7139 OWEN RESET                          APPROX.11.4 KM 3525159.8 |
 AF0211|---------------------------------------------------------------------|
 AF0211
 AF0211                          SUPERSEDED SURVEY CONTROL
 AF0211
 AF0211  NAD 83(1986)-  27 03 35.61019(N)    080 18 16.29545(W) AD(       ) 1
 AF0211  NAD 27      -  27 03 34.42117(N)    080 18 17.12081(W) AD(       ) 1
 AF0211  NGVD 29 (07/19/86)    7.08   (m)           23.2    (f) LEVELING    3  
 AF0211
 AF0211.Superseded values are not recommended for survey control.
 AF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0211.See file dsdata.txt to determine how the superseded data were derived.
 AF0211
 AF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6896693259(NAD 83)
 AF0211_MARKER: DR = REFERENCE MARK DISK
 AF0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AF0211_STAMPING: ALLEN 1934 RM A 1961
 AF0211_MARK LOGO: CGS   
 AF0211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0211+STABILITY: SURFACE MOTION
 AF0211
 AF0211  HISTORY     - Date     Condition        Report By
 AF0211  HISTORY     - 1961     MONUMENTED       CGS
 AF0211  HISTORY     - 1985     GOOD             USPSQD
 AF0211  HISTORY     - 19850615 GOOD             NGS
 AF0211  HISTORY     - 19891231 GOOD             FLDT
 AF0211
 AF0211                          STATION DESCRIPTION
 AF0211
 AF0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 AF0211'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME
 AF0211'LOCATION AS TRIANGULATION STATION ALLEN 1934.
 AF0211'
 AF0211'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK
 AF0211'DISK, STAMPED ALLEN RM A 1961, SET IN THE TOP OF A SQUARE
 AF0211'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  IT IS ABOUT 60
 AF0211'FEET NORTH OF THE CENTER OF STATE HIGHWAY 60, 20.8 FEET SOUTH
 AF0211'OF A FENCELINE AND 1.3 FEET WEST OF A METAL WITNESS POST.
 AF0211'
 AF0211'A TRAVERSE WAS MADE TO TRIANGULATION STATION ALLEN 1934,
 AF0211'DISTANCE BEING 47.355 METERS OR 155.36 FEET NORTHEAST OF STATION
 AF0211'ALLEN 1934.
 AF0211'
 AF0211'OBSERVATIONS WERE MADE FROM THIS STATION.
 AF0211
 AF0211                          STATION RECOVERY (1985)
 AF0211
 AF0211'RECOVERY NOTE BY US POWER SQUADRON 1985 (FGH)
 AF0211'RECOVERED IN GOOD CONDITION.
 AF0211
 AF0211                          STATION RECOVERY (1985)
 AF0211
 AF0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 AF0211'THE STATION IS A REFERENCE MARK DISK. SET INTO THE TOP OF A
 AF0211'PREFABRICATED CONCRETE POST IMBEDDED IN THE GROUND. STATION WAS
 AF0211'RECOVERED ABOUT AS DESCRIBED AND FOUND IN GOOD CONDITION. STATION IS
 AF0211'LOCATED ON SOME PROPERTY AS STATION ALLEN 1934. SEE 1985 RECOVERY NOTE
 AF0211'FOR ALLEN 1934 FOR RECOVERY OF ALLEN 1934 RM A 1961.
 AF0211
 AF0211                          STATION RECOVERY (1989)
 AF0211
 AF0211'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AF0211'TO REACH THE MARK FROM THE INTERCHANGE OF INTERSTATE ROUTE 95 AND SR
 AF0211'708, ABOUT 6 MILES (9.7 KM) WEST OF JUPITER ISLAND, GO WESTERLY ON
 AF0211'STATE ROAD 708 FOR ABOUT 4.9 MILES (7.9 KM) TO THE INTERSECTION OF
 AF0211'STATE ROAD 76 AND THE MARK.  IT IS 61.5 FEET (18.7 M) NORTH OF THE
 AF0211'CENTER OF STATE ROAD 76, 21.5 FEET (6.6 M) SOUTH OF A FENCE AND 13.5
 AF0211'FEET (4.1 M) SOUTHEAST OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6443 ***********************************************************************
 AK6443  DESIGNATION -  ALLENS T B HOUSE
 AK6443  PID         -  AK6443
 AK6443  STATE/COUNTY-  FL/VOLUSIA
 AK6443  USGS QUAD   -  OAK HILL (1949)
 AK6443
 AK6443                         *CURRENT SURVEY CONTROL
 AK6443  ___________________________________________________________________
 AK6443* NAD 83(1990)-  28 52 13.79275(N)    080 50 13.83529(W)     ADJUSTED  
 AK6443* NAVD 88     -                                                        
 AK6443  ___________________________________________________________________
 AK6443  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AK6443  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AK6443
 AK6443  HORZ ORDER  -  THIRD
 AK6443
 AK6443.The horizontal coordinates were established by classical geodetic methods
 AK6443.and adjusted by the National Geodetic Survey in May 1991..
 AK6443
 AK6443
 AK6443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6443
 AK6443.The geoid height was determined by GEOID03.
 AK6443
 AK6443;                    North         East     Units Scale Factor Converg.
 AK6443;SPC FL E     -   502,688.468   215,884.159   MT  0.99994429   +0 04 43.0
 AK6443;SPC FL E     - 1,649,237.08    708,279.94   sFT  0.99994429   +0 04 43.0
 AK6443;UTM  17      - 3,193,648.935   515,878.739   MT  0.99960311   +0 04 43.0
 AK6443
 AK6443                          SUPERSEDED SURVEY CONTROL
 AK6443
 AK6443  NAD 83(1986)-  28 52 13.79968(N)    080 50 13.84687(W) AD(       ) 4
 AK6443  NAD 27      -  28 52 12.83000(N)    080 50 14.64000(W) AD(       ) 3
 AK6443
 AK6443.Superseded values are not recommended for survey control.
 AK6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6443.See file dsdata.txt to determine how the superseded data were derived.
 AK6443
 AK6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1587993649(NAD 83)
 AK6443_MARKER: 85 = CHIMNEY
 AK6443
 AK6443  HISTORY     - Date     Condition        Report By
 AK6443  HISTORY     - 1906     FIRST OBSERVED   CGS
 AK6443  HISTORY     - 1932     GOOD             CGS
 AK6443  HISTORY     - 1949     GOOD             CGS
 AK6443  HISTORY     - 1967     GOOD             CGS
 AK6443
 AK6443                          STATION DESCRIPTION
 AK6443
 AK6443'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 AK6443'ALLENS HOUSE IS NOW LOCALLY KNOWN AS SNYDERS HOUSE.
 AK6443
 AK6443                          STATION RECOVERY (1949)
 AK6443
 AK6443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AK6443'STATION RECOVERED IN GOOD CONDITION.
 AK6443'
 AK6443'A NEW DESCRIPTION FOLLOWS--
 AK6443'
 AK6443'THIS INTERSECTION STATION IS LOCATED ON THE W BANK OF THE
 AK6443'MOSQUITO LAGOON ABOUT 1.0 MILE ENE OF THE VILLAGE OF OAK
 AK6443'HILL.
 AK6443'
 AK6443'IT IS THE CHIMNEY, NEAR THE CENTER OF A LARGE TWO-STORY SHINGLE
 AK6443'COVERED HOUSE, (KNOWN AS SNYDER PLACE), LOCATED ATOP A LARGE
 AK6443'OYSTER MOUND.
 AK6443'
 AK6443'TO REACH THE STATION FROM OAK HILL, AT INTERSECTION OF
 AK6443'U.S. HIGHWAY 1 AND STATE HIGHWAY 410, GO E ALONG BLACKTOP
 AK6443'CONTINUATION OF HIGHWAY 410, 1.0 MILE TO SHARP TURN TO N,
 AK6443'MAKE TURN AND CONTINUE 0.4 MILE TO SHELL-SURFACED CROSS ROAD
 AK6443'TURN E AND CONTINUE TO MOUND ON SHORE AND SNYDER HOUSE.
 AK6443
 AK6443                          STATION RECOVERY (1967)
 AK6443
 AK6443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AK6443'THE STATION WAS RECOVERED ON GOOD CONDITION.  THE 1949 RECOVERY
 AK6443'NOTE, BY G.E.M., JR., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE2847 ***********************************************************************
 BE2847  DESIGNATION -  ALLIANCE
 BE2847  PID         -  BE2847
 BE2847  STATE/COUNTY-  FL/JACKSON
 BE2847  USGS QUAD   -  ALTHA WEST (1994)
 BE2847
 BE2847                         *CURRENT SURVEY CONTROL
 BE2847  ___________________________________________________________________
 BE2847* NAD 83(1990)-  30 37 01.20768(N)    085 07 50.08570(W)     ADJUSTED  
 BE2847* NAVD 88     -        66.895  (meters)     219.47   (feet)  ADJUSTED  
 BE2847  ___________________________________________________________________
 BE2847  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BE2847  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BE2847  DYNAMIC HT  -          66.807 (meters)     219.18  (feet)  COMP
 BE2847  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 BE2847
 BE2847  HORZ ORDER  -  SECOND
 BE2847  VERT ORDER  -  SECOND    CLASS I
 BE2847
 BE2847.The horizontal coordinates were established by classical geodetic methods
 BE2847.and adjusted by the National Geodetic Survey in May 1991..
 BE2847
 BE2847.The orthometric height was determined by differential leveling
 BE2847.and adjusted by the National Geodetic Survey in June 1991..
 BE2847
 BE2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE2847
 BE2847.The geoid height was determined by GEOID03.
 BE2847
 BE2847.The dynamic height is computed by dividing the NAVD 88
 BE2847.geopotential number by the normal gravity value computed on the
 BE2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2847.degrees latitude (g = 980.6199 gals.).
 BE2847
 BE2847.The modeled gravity was interpolated from observed gravity values.
 BE2847
 BE2847;                    North         East     Units Scale Factor Converg.
 BE2847;SPC FL N     -   179,410.828   539,539.207   MT  0.99997913   -0 19 00.8
 BE2847;SPC FL N     -   588,617.02  1,770,138.21   sFT  0.99997913   -0 19 00.8
 BE2847;UTM  16      - 3,388,646.556   679,190.922   MT  0.99999612   +0 57 08.4
 BE2847
 BE2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE2847!SPC FL N     -   0.99999394  x   0.99997913  =   0.99997307
 BE2847!UTM  16      -   0.99999394  x   0.99999612  =   0.99999006
 BE2847
 BE2847|---------------------------------------------------------------------|
 BE2847| PID    Reference Object                     Distance      Geod. Az  |
 BE2847|                                                           dddmmss.s |
 BE2847| CW1720 ALLIANCE RM 1                        27.859 METERS 08731     |
 BE2847| BE3521 ALTHA RESET                         APPROX. 8.9 KM 1824702.5 |
 BE2847| CW1719 ALLIANCE AZ MK                                     2804705.3 |
 BE2847| CW1721 ALLIANCE RM 2                        25.722 METERS 35259     |
 BE2847|---------------------------------------------------------------------|
 BE2847
 BE2847                          SUPERSEDED SURVEY CONTROL
 BE2847
 BE2847  NAD 83(1986)-  30 37 01.21167(N)    085 07 50.09048(W) AD(       ) 2
 BE2847  NAD 27      -  30 37 00.50600(N)    085 07 50.37900(W) AD(       ) 2
 BE2847  NGVD 29 (07/19/86)   67.09   (m)          220.1    (f) LEVELING    3  
 BE2847
 BE2847.Superseded values are not recommended for survey control.
 BE2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE2847.See file dsdata.txt to determine how the superseded data were derived.
 BE2847
 BE2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU7919188647(NAD 83)
 BE2847_MARKER: DS = TRIANGULATION STATION DISK
 BE2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2847_SP_SET: CONCRETE POST
 BE2847_STAMPING: ALLIANCE 1938
 BE2847_MARK LOGO: CGS   
 BE2847_PROJECTION: PROJECTING 3 CENTIMETERS
 BE2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2847+STABILITY: SURFACE MOTION
 BE2847
 BE2847  HISTORY     - Date     Condition        Report By
 BE2847  HISTORY     - 1938     MONUMENTED       CGS
 BE2847  HISTORY     - 1965     GOOD             CGS
 BE2847  HISTORY     - 1980     GOOD             FLDNR
 BE2847  HISTORY     - 20010419 GOOD             USPSQD
 BE2847
 BE2847                          STATION DESCRIPTION
 BE2847
 BE2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BE2847'THIS STATION IS LOCATED ABOUT 5.4 MILES BY ROAD NORTHWARD OF
 BE2847'ALTHA, 13.5 MILES SOUTHEAST OF MARIANNA, 1.4 MILES EAST OF
 BE2847'STATE HIGHWAY 6, 0.5 MILE EAST OF ALLIANCE BRICK SCHOOLHOUSE,
 BE2847'ON NORTH SIDE OF A GRADED DIRT ROAD, IN OPEN PINE WOODS, 38.0 FEET
 BE2847'NORTH OF CENTERLINE OF GRADED ROAD, 35.5 FEET WEST OF 14-INCH
 BE2847'BLAZED PINE TREE, 33.5 FEET SOUTHEAST OF 14-INCH BLAZED PINE
 BE2847'TREE, 95.0 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE.
 BE2847'MARK PROJECTS 6 INCHES.
 BE2847'
 BE2847'TO REACH FROM THE COURTHOUSE AT MARIANNA, GO SOUTHEAST ON
 BE2847'U.S. HIGHWAY 90 AND STATE HIGHWAY 6 FOR 3.1 MILES TO THEIR
 BE2847'JUNCTION, HERE BEAR RIGHT (SOUTH) ON STATE HIGHWAY 6 AND GO 9.0
 BE2847'MILES TO A CROSS ROAD AT A SHELL STATION IN NORTHEAST ANGLE, AND A
 BE2847'TEXACO STATION IN SOUTHEAST ANGLE.  HERE TURN EAST ON DIRT ROAD
 BE2847'AND GO 1.4 MILES (0.5 MILE EAST OF ALLIANCE BRICK SCHOOL) TO
 BE2847'STATION SITE ON NORTH SIDE OF ROAD.
 BE2847'
 BE2847'TO REACH FROM ALTHA CROSS ROAD, GO NORTHWEST ON STATE
 BE2847'HIGHWAY 6 FOR 4.0 MILES TO CROSS ROAD AT SHELL STATION AND
 BE2847'TEXACO STATION, HERE TURN EAST AND GO 1.4 MILES TO STATION SITE
 BE2847'ON NORTH SIDE OF ROAD.
 BE2847'
 BE2847'REFERENCE MARK NO.1 IS LOCATED 91.40 FEET EAST OF THE STATION,
 BE2847'84.0 FEET NORTH OF CENTERLINE OF GRADED ROAD, 14.5 FEET
 BE2847'SOUTH-SOUTHEAST OF 14-INCH PINE TREE, AND PROJECTS 5 INCHES.
 BE2847'
 BE2847'REFERENCE MARK NO.2 IS LOCATED 84.39 FEET NORTH-NORTHWEST
 BE2847'OF THE STATION, 60 FEET EAST OF NORTH-SOUTH FENCE LINE,
 BE2847'79.5 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE, 44.4 FEET
 BE2847'SOUTH-SOUTHEAST OF 10-INCH PINE TREE, AND PROJECTS 6 INCHES.
 BE2847'
 BE2847'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.15 MILE WEST-NORTHWEST
 BE2847'OF THE STATION, 24.8 FEET NORTH OF CENTERLINE OF GRADED ROAD,
 BE2847'43 FEET NORTH OF EAST-WEST FENCE LINE, 33.4 FEET SOUTH OF WOODEN
 BE2847'GATE TO BARN, 32.7 FEET SOUTHWEST OF 14-INCH OAK TREE, ABOUT
 BE2847'150 FEET NORTHEAST OF A WELL, AND PROJECTS 3 INCHES.
 BE2847'
 BE2847'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BE2847
 BE2847                          STATION RECOVERY (1965)
 BE2847
 BE2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 BE2847'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 BE2847'CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED.
 BE2847'
 BE2847'THE STATION IS 70.4 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 BE2847'S-278, 54.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF RED LEVEL
 BE2847'LODGE NO. 134 F. AND A.M. BUILDING, 25.2 FEET SOUTH OF FACE OF
 BE2847'BUILDING AND 1 INCH BELOW THE PAVED PARKING LOT.
 BE2847'
 BE2847'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 90 AND
 BE2847'HIGHWAY 71 AT MARIANNA GO SOUTH ON HIGHWAY 71 FOR 9.0 MILES
 BE2847'TO JUNCTION OF HIGHWAYS 71 AND S-278, TURN LEFT (EAST) FOR 1.4
 BE2847'MILES TO STATION AND LODGE ON LEFT SIDE OF ROAD.
 BE2847
 BE2847                          STATION RECOVERY (1980)
 BE2847
 BE2847'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 BE2847'13.5 MI SE FROM MARIANNA.
 BE2847'BEGIN AT THE INTERCHANGE OF STATE HIGHWAY 71 AND INTERSTATE HIGHWAY 10
 BE2847'EAST-SOUTHEAST OF MARIANNA, PROCEED 7.1 MILES SOUTH ALONG HIGHWAY 71
 BE2847'TO THE JUNCTION OF COUNTY ROAD C 278, PROCEED 1.4 MILES EAST ALONG C
 BE2847'278 TO THE MARK.  THE MARK BEARS 70.4 FEET NORTH OF C 278 CENTERLINE,
 BE2847'54.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF RED LEVEL MASONIC LODGE
 BE2847'134 BUILDING, 25.2 FEET SOUTH OF THE FRONT OF THE LODGE BUILDING, AND
 BE2847'IN THE LODGE PARKING LOT.
 BE2847
 BE2847                          STATION RECOVERY (2001)
 BE2847
 BE2847'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE2847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3640 ***********************************************************************
 BE3640  DESIGNATION -  ALLIGATOR
 BE3640  PID         -  BE3640
 BE3640  STATE/COUNTY-  FL/BAY
 BE3640  USGS QUAD   -  PANAMA CITY (1982)
 BE3640
 BE3640                         *CURRENT SURVEY CONTROL
 BE3640  ___________________________________________________________________
 BE3640* NAD 83(1990)-  30 08 07.68662(N)    085 43 20.14223(W)     ADJUSTED  
 BE3640* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BE3640  ___________________________________________________________________
 BE3640  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BE3640  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3640
 BE3640  HORZ ORDER  -  THIRD
 BE3640
 BE3640.The horizontal coordinates were established by classical geodetic methods
 BE3640.and adjusted by the National Geodetic Survey in May 1991..
 BE3640
 BE3640.The orthometric height was scaled from a topographic map.
 BE3640
 BE3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3640
 BE3640.The geoid height was determined by GEOID03.
 BE3640
 BE3640;                    North         East     Units Scale Factor Converg.
 BE3640;SPC FL N     -   126,494.853   482,237.327   MT  0.99994859   -0 36 51.2
 BE3640;SPC FL N     -   415,008.53  1,582,140.30   sFT  0.99994859   -0 36 51.2
 BE3640;UTM  16      - 3,334,485.546   623,072.273   MT  0.99978687   +0 38 29.6
 BE3640
 BE3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3640!SPC FL N     -   1.00000420  x   0.99994859  =   0.99995279
 BE3640!UTM  16      -   1.00000420  x   0.99978687  =   0.99979107
 BE3640
 BE3640|---------------------------------------------------------------------|
 BE3640| PID    Reference Object                     Distance      Geod. Az  |
 BE3640|                                                           dddmmss.s |
 BE3640| CW1726 ALLIGATOR RM 2                       10.765 METERS 06540     |
 BE3640| BE3625 LAGUNA 2 STA A                      APPROX. 2.4 KM 1483815.0 |
 BE3640| CW1725 ALLIGATOR RM 1                        8.780 METERS 32930     |
 BE3640|---------------------------------------------------------------------|
 BE3640
 BE3640                          SUPERSEDED SURVEY CONTROL
 BE3640
 BE3640  NAD 83(1986)-  30 08 07.69735(N)    085 43 20.15112(W) AD(       ) 3
 BE3640  NAD 27      -  30 08 06.97200(N)    085 43 20.40100(W) AD(       ) 3
 BE3640
 BE3640.Superseded values are not recommended for survey control.
 BE3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3640.See file dsdata.txt to determine how the superseded data were derived.
 BE3640
 BE3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2307234486(NAD 83)
 BE3640_MARKER: Z = SEE DESCRIPTION
 BE3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3640
 BE3640  HISTORY     - Date     Condition        Report By
 BE3640  HISTORY     - 1935     MONUMENTED       USE
 BE3640  HISTORY     - 1946     SEE DESCRIPTION  CGS
 BE3640  HISTORY     - 1953     SEE DESCRIPTION  CGS
 BE3640  HISTORY     - 1962     GOOD             CGS
 BE3640  HISTORY     - 19920416 MARK NOT FOUND   USPSQD
 BE3640  HISTORY     - 19930416 MARK NOT FOUND   USPSQD
 BE3640
 BE3640                          STATION DESCRIPTION
 BE3640
 BE3640'DESCRIBED BY US ENGINEERS 1935 (WDP)
 BE3640'STATION IS LOCATED ON ALLIGATOR POINT ON THE W SIDE OF THE MAIN
 BE3640'ARM OF SAINT ANDREWS BAY.  THIS IS THE POINT PROJECTING INTO
 BE3640'THE MOUTH OF GRAND LAGOON ON THE N SIDE.  THE STATION WAS
 BE3640'ESTABLISHED BY THE UNITED STATES ENGINEERS, AND IS ON A LOW SAND
 BE3640'RIDGE COVERED WITH PALMETTOS.  IT IS 200 METERS FROM THE END OF
 BE3640'THE POINT, 17 METERS FROM HIGH-WATER LINE OF THE E SHORE, AND
 BE3640'30 METERS FROM HIGH-WATER LINE OF THE W SHORE.
 BE3640'
 BE3640'THE STATION IS A LARGE SQUARE CONCRETE POST STAMPED ALLIGATOR
 BE3640'U.S.E. 1934.
 BE3640'
 BE3640'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS IN CONCRETE IN
 BE3640'THE TOP OF A TILE AND ARE STAMPED
 BE3640'ALLIGATOR 1935 NO. 1 AND NO. 2 RESPECTIVELY.
 BE3640'
 BE3640'REFERENCE MARK NO. 1 IS 8.780 METERS NW OF THE STATION IN A
 BE3640'PALMETTO THICKET.  REFERENCE MARK NO. 2 IS 10.765 METERS NE OF
 BE3640'THE STATION IN A PALMETTO THICKET.
 BE3640
 BE3640                          STATION RECOVERY (1946)
 BE3640
 BE3640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3640'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 BE3640'EXCEPT FOR THE FOLLOWING--
 BE3640'
 BE3640'1.  THE STATION MONUMENT IS NOW 14 METERS FROM MEAN HIGH-WATER
 BE3640'LINE.
 BE3640'
 BE3640'2.  THE STATION MONUMENT IS ROUND INSTEAD OF SQUARE AS LISTED
 BE3640'IN THE 1934 DESCRIPTION.
 BE3640'
 BE3640'DISTANCES TO REFERENCE MARKS MEASURED AND FOUND TO BE CORRECT.
 BE3640
 BE3640                          STATION RECOVERY (1953)
 BE3640
 BE3640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BE3640'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 BE3640'CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE TOP BROKEN OFF,
 BE3640'AND THE DISK MISSING.  THE DISTANCE TO REFERENCE MARK 1 WAS
 BE3640'MEASURED WITH STEEL TAPE AND WAS FOUND TO BE CORRECT.  THE
 BE3640'PUBLISHED DESCRIPTIONS ARE INADEQUATE, A COMPLETE NEW
 BE3640'DESCRIPTION FOLLOWS--
 BE3640'
 BE3640'STATION IS LOCATED ON THE N SHORE OF THE MOUTH OF GRAND LAGOON
 BE3640'ON ALLIGATOR POINT, ABOUT MIDWAY BETWEEN THE END OF THE POINT
 BE3640'AND THE MAINLAND, ON THE CREST OF THE SAND RIDGE, DIRECTLY
 BE3640'OPPOSITE A PROJECTION OF LAND ON THE W SIDE OF THE POINT, ABOUT
 BE3640'200 M. NE OF THE END OF THE POINT, 99.0 FT. SW OF A 10-IN. PINE
 BE3640'TREE, 91.3 FT. NE OF A 20-IN. PINE TREE, AND 44.0 FT. NW OF THE
 BE3640'MEAN HIGH-WATERLINE.  IT IS A BRASS BOLT, SET IN THE TOP OF AN
 BE3640'18-IN. ROUND CONCRETE MONUMENT 3 IN. UNDER GROUND.  THE
 BE3640'MONUMENT IS INSCRIBED USED ALLIGATOR 1934.
 BE3640'
 BE3640'REFERENCE MARK 1 IS NW OF THE STATION, 87.0 FT. NE OF A
 BE3640'20-IN. PINE TREE, AND 86.3 FT. SW OF THE 10-IN. PINE TREE.  IT
 BE3640'IS A STANDARD (USC AND GS) REFERENCE-MARK DISK, STAMPED
 BE3640'ALLIGATOR USED NO 1 1935 AND SET IN THE TOP OF A CONCRETE-FILLED
 BE3640'6-IN. DRAIN TILE PROJECTING 8 IN. ABOVE THE GROUND.
 BE3640'
 BE3640'REFERENCE MARK 2 IS NE OF THE STATION, 77.0 FT. SE OF A
 BE3640'10-IN. PINE TREE, AND 39.0 FT. NW OF THE MEAN
 BE3640'HIGH-WATERLINE.  IT IS A CONCRETE-FILLED 6-IN. DRAIN TILE BROKEN
 BE3640'OFF FLUSH WITH THE GROUND.
 BE3640'
 BE3640'TO REACH THE STATION FROM THE DRAWSPAN OF HATHAWAY BRIDGE,
 BE3640'TRAVEL W ON U.S. HIGHWAY 98 FOR 1.05 MI. TO THE JUNCTION OF
 BE3640'STATE HIGHWAY 392, PROCEED ON STATE HIGHWAY 392 FOR 2.0 MI. TO
 BE3640'A GRADED ROAD W, FOLLOW THE GRADED ROAD FOR 1.0 MI. TO A FORK,
 BE3640'KEEP RIGHT FOR 1.0 MI. TO A WOODS ROAD, TAKE THE WOODS ROAD FOR
 BE3640'0.3 MI. TO A FORK, KEEP LEFT AND TRAVEL 0.5 MI. TO THE END OF
 BE3640'THE ROAD AT THE BAY SHORE, AND WALK S ALONG THE SHORE FOR ABOUT
 BE3640'0.25 MI. TO THE STATION SITE.
 BE3640
 BE3640                          STATION RECOVERY (1962)
 BE3640
 BE3640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 BE3640'STATION WAS RECOVERED AS DESCRIBED IN 1953 AND ALL MARKS WERE
 BE3640'FOUND IN GOOD CONDITION.  A NEW WITNESS SIGN WAS SET AT THIS
 BE3640'TIME AND IS 2 FEET SOUTH OF THE STATION.  A NEW TO REACH,
 BE3640'FOLLOWS--
 BE3640'
 BE3640'TO REACH THE STATION FROM THE WEST END OF THE HATHAWAY BRIDGE,
 BE3640'GO WEST ON U.S. HIGHWAY 98 FOR 0.8 MILE TO STATE HIGHWAY 392,
 BE3640'LEFT.  TURN LEFT ON HIGHWAY 392 AND GO 2.1 MILES TO A LARGE
 BE3640'BRICK GATE AND STATE HIGHWAY S 392B, LEFT.  TURN LEFT ON HIGHWAY
 BE3640'S 392B AND GO 1.0 MILE TO A FORK, RIGHT.  TURN RIGHT, GO 0.1
 BE3640'MILE TO ANOTHER FORK, RIGHT.  TURN RIGHT AND GO 1.0 MILE TO THE
 BE3640'SHORELINE AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE
 BE3640'SHORELINE ABOUT 400 FEET WESTERLY TO THE STATION.
 BE3640
 BE3640                          STATION RECOVERY (1992)
 BE3640
 BE3640'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJR)
 BE3640'MARK NOT FOUND.
 BE3640
 BE3640                          STATION RECOVERY (1993)
 BE3640
 BE3640'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4286 ***********************************************************************
 BG4286  DESIGNATION -  ALLIGATOR
 BG4286  PID         -  BG4286
 BG4286  STATE/COUNTY-  FL/WALTON
 BG4286  USGS QUAD   -  FREEPORT (1976)
 BG4286
 BG4286                         *CURRENT SURVEY CONTROL
 BG4286  ___________________________________________________________________
 BG4286* NAD 83(1990)-  30 25 04.91038(N)    086 13 40.13436(W)     ADJUSTED  
 BG4286* NAVD 88     -        -0.1    (meters)      -0.     (feet)  VERTCON   
 BG4286  ___________________________________________________________________
 BG4286  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BG4286  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG4286
 BG4286  HORZ ORDER  -  FIRST
 BG4286
 BG4286.The horizontal coordinates were established by classical geodetic methods
 BG4286.and adjusted by the National Geodetic Survey in May 1991..
 BG4286
 BG4286.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4286
 BG4286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4286
 BG4286.The geoid height was determined by GEOID03.
 BG4286
 BG4286;                    North         East     Units Scale Factor Converg.
 BG4286;SPC FL N     -   158,443.909   434,006.022   MT  0.99995797   -0 52 05.8
 BG4286;SPC FL N     -   519,828.06  1,423,901.42   sFT  0.99995797   -0 52 05.8
 BG4286;UTM  16      - 3,365,361.048   574,162.430   MT  0.99966785   +0 23 27.5
 BG4286
 BG4286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4286!SPC FL N     -   1.00000434  x   0.99995797  =   0.99996231
 BG4286!UTM  16      -   1.00000434  x   0.99966785  =   0.99967218
 BG4286
 BG4286|---------------------------------------------------------------------|
 BG4286| PID    Reference Object                     Distance      Geod. Az  |
 BG4286|                                                           dddmmss.s |
 BG4286| CW1723 ALLIGATOR RM 1                       26.410 METERS 04222     |
 BG4286| CW1722 ALLIGATOR AZ MK                                    1831007.2 |
 BG4286| CW1724 ALLIGATOR RM 2                       27.325 METERS 28435     |
 BG4286|---------------------------------------------------------------------|
 BG4286
 BG4286                          SUPERSEDED SURVEY CONTROL
 BG4286
 BG4286  NAD 83(1986)-  30 25 04.92498(N)    086 13 40.14173(W) AD(       ) 1
 BG4286  NAD 27      -  30 25 04.20700(N)    086 13 40.34500(W) AD(       ) 1
 BG4286  NGVD 29 (07/19/86)    0.0    (m)            0.     (f) VERT ANG       
 BG4286
 BG4286.Superseded values are not recommended for survey control.
 BG4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4286.See file dsdata.txt to determine how the superseded data were derived.
 BG4286
 BG4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7416265361(NAD 83)
 BG4286_MARKER: DS = TRIANGULATION STATION DISK
 BG4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4286
 BG4286  HISTORY     - Date     Condition        Report By
 BG4286  HISTORY     - 1955     MONUMENTED       CGS
 BG4286  HISTORY     - 19960613 MARK NOT FOUND   USPSQD
 BG4286
 BG4286                          STATION DESCRIPTION
 BG4286
 BG4286'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 BG4286'STATION IS LOCATED ABOUT 23-1/2 MILES EAST-NORTHEAST OF FORT
 BG4286'WALTON BEACH, ABOUT 6-1/2 MILES SOUTH OF PORTLAND, ABOUT 7-1/2
 BG4286'MILES SOUTHWEST OF FREEPORT, AND JUST SOUTH OF ALLIGATOR
 BG4286'POINT.  STATION IS 38 FEET NORTHEAST OF A PINE TREE WITH
 BG4286'TRIANGLE BLAZE, AND 5 FEET WEST OF A WITNESS POST.  THE MARK
 BG4286'PROJECTS 6 INCHES AND THE DISK IS STAMPED ALLIGATOR 1955.
 BG4286'
 BG4286'REFERENCE MARK NO. 1 IS 15 FEET NORTHWEST OF A PINE TREE, AND
 BG4286'31 FEET SOUTHWEST OF A PINE TREE.  THE MARK PROJECTS 6 INCHES
 BG4286'AND THE DISK IS STAMPED ALLIGATOR NO 1 1955.
 BG4286'
 BG4286'REFERENCE MARK NO. 2 IS 23 FEET NORTH-NORTHWEST OF A PINE
 BG4286'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BG4286'ALLIGATOR NO 2 1955.
 BG4286'
 BG4286'AZIMUTH MARK IS 4-1/2 FEET NORTHWEST OF A WITNESS POST, AND
 BG4286'12 FEET EAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD.  THE
 BG4286'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ALLIGATOR 1955.
 BG4286'
 BG4286'TO REACH FROM THE POST OFFICE IN DESTIN, GO EAST ON U.S. HIGHWAY
 BG4286'NO. 98 FOR 17.6 MILES TO POST OFFICE AT CROSSROADS IN SANTA
 BG4286'ROSA.  TURN LEFT AND GO NORTH ON SURFACED ROAD FOR 1.05 MILES
 BG4286'TO T ROAD RIGHT.  TURN RIGHT AND GO EAST ON SAND ROAD FOR 0.55
 BG4286'MILE TO T ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO
 BG4286'CROSSROADS.  TURN LEFT AND GO WEST FOR 0.55 MILE TO CROSS
 BG4286'ROADS.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO FORKS.  TAKE
 BG4286'LEFT FORK AROUND SWAMPY AREA FOR 0.1 MILE TO DIM ROAD RIGHT.
 BG4286'TURN RIGHT THENCE LEFT AND FOLLOW DIM SECTION LINE ROAD NORTH FOR
 BG4286'0.4 MILE TO AZIMUTH MARK ON RIGHT (EAST) SIDE OF ROAD.
 BG4286'CONTINUE NORTHERLY ON SECTION LINE ROAD FOR 0.3 MILE TO
 BG4286'TRIANGLE BLAZED PINE TREE AND STATION ON RIGHT AS DESCRIBED.
 BG4286'
 BG4286'HEIGHT OF LIGHT ABOVE STATION MARK 26.15 METERS.
 BG4286
 BG4286                          STATION RECOVERY (1996)
 BG4286
 BG4286'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7506 ***********************************************************************
 AD7506  DESIGNATION -  ALLIGATOR ALLEY LOT
 AD7506  PID         -  AD7506
 AD7506  STATE/COUNTY-  FL/COLLIER
 AD7506  USGS QUAD   -  WHIDDEN LAKE (1974)
 AD7506
 AD7506                         *CURRENT SURVEY CONTROL
 AD7506  ___________________________________________________________________
 AD7506* NAD 83(1990)-  26 10 08.74974(N)    081 00 41.02321(W)     ADJUSTED  
 AD7506* NAVD 88     -                                                        
 AD7506  ___________________________________________________________________
 AD7506  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AD7506  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AD7506
 AD7506  HORZ ORDER  -  THIRD
 AD7506
 AD7506.The horizontal coordinates were established by classical geodetic methods
 AD7506.and adjusted by the National Geodetic Survey in May 1991..
 AD7506
 AD7506
 AD7506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7506
 AD7506.The geoid height was determined by GEOID03.
 AD7506
 AD7506;                    North         East     Units Scale Factor Converg.
 AD7506;SPC FL E     -   203,347.948   198,860.830   MT  0.99994119   -0 00 18.1
 AD7506;SPC FL E     -   667,150.73    652,429.24   sFT  0.99994119   -0 00 18.1
 AD7506;UTM  17      - 2,894,410.548   498,861.219   MT  0.99960002   -0 00 18.1
 AD7506
 AD7506                          SUPERSEDED SURVEY CONTROL
 AD7506
 AD7506  NAD 83(1986)-  26 10 08.74967(N)    081 00 41.03079(W) AD(       ) 4
 AD7506  NAD 27      -  26 10 07.43766(N)    081 00 41.78526(W) AD(       ) 3
 AD7506
 AD7506.Superseded values are not recommended for survey control.
 AD7506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7506.See file dsdata.txt to determine how the superseded data were derived.
 AD7506
 AD7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9886194411(NAD 83)
 AD7506_MARKER: 57 = LOOKOUT TOWER
 AD7506
 AD7506  HISTORY     - Date     Condition        Report By
 AD7506  HISTORY     - 1971     FIRST OBSERVED   NGS
 AD7506
 AD7506                          STATION DESCRIPTION
 AD7506
 AD7506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 AD7506'THE STATION IS THE APEX OF TOP OF A FOUR LEGGED, SKELETON
 AD7506'STEEL STRUCTURE WITH AN OBSERVATION CABIN ATOP.  IT IS
 AD7506'UNPAINTED AND IS APPROXIMATELY 100 FEET HIGH.  THE TOWER IS
 AD7506'OWNED BY THE FLORIDA FOREST SERVICE.
 AD7506'
 AD7506'THE STATION IS LOCATED 8 MILES WEST OF THE BROWARD-COLLIER
 AD7506'COUNTY LINE AND 205 FEET SOUTH OF THE CENTERLINE OF
 AD7506'ALLIGATOR ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1085 ***********************************************************************
 AG1085  DESIGNATION -  ALLIGATOR CREEK LIGHT 1
 AG1085  PID         -  AG1085
 AG1085  STATE/COUNTY-  FL/CHARLOTTE
 AG1085  USGS QUAD   -  PUNTA GORDA (1987)
 AG1085
 AG1085                         *CURRENT SURVEY CONTROL
 AG1085  ___________________________________________________________________
 AG1085* NAD 83(1990)-  26 52 39.14952(N)    082 04 03.47810(W)     ADJUSTED  
 AG1085* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 AG1085  ___________________________________________________________________
 AG1085  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AG1085  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AG1085
 AG1085  HORZ ORDER  -  THIRD
 AG1085
 AG1085.The horizontal coordinates were established by classical geodetic methods
 AG1085.and adjusted by the National Geodetic Survey in May 1991..
 AG1085.No horizontal observational check was made to the station.
 AG1085
 AG1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG1085
 AG1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1085
 AG1085.The geoid height was determined by GEOID03.
 AG1085
 AG1085;                    North         East     Units Scale Factor Converg.
 AG1085;SPC FL W     -   281,837.931   193,280.252   MT  0.99994173   -0 01 50.1
 AG1085;SPC FL W     -   924,663.28    634,120.29   sFT  0.99994173   -0 01 50.1
 AG1085;UTM  17      - 2,973,318.649   393,956.458   MT  0.99973882   -0 28 57.7
 AG1085
 AG1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1085!SPC FL W     -   1.00000287  x   0.99994173  =   0.99994460
 AG1085!UTM  17      -   1.00000287  x   0.99973882  =   0.99974169
 AG1085
 AG1085                          SUPERSEDED SURVEY CONTROL
 AG1085
 AG1085  NAD 83(1986)-  26 52 39.14972(N)    082 04 03.49250(W) AD(       ) 4
 AG1085  NAD 27      -  26 52 37.92112(N)    082 04 04.16994(W) AD(       ) 3
 AG1085  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 AG1085
 AG1085.Superseded values are not recommended for survey control.
 AG1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1085.See file dsdata.txt to determine how the superseded data were derived.
 AG1085
 AG1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9395673319(NAD 83)
 AG1085_MARKER: 14 = NAVIGATION LIGHT
 AG1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1085
 AG1085  HISTORY     - Date     Condition        Report By
 AG1085  HISTORY     - 1981     FIRST OBSERVED   NOS
 AG1085  HISTORY     - 19910610 GOOD             USPSQD
 AG1085  HISTORY     - 19940730 GOOD             USPSQD
 AG1085
 AG1085                          STATION DESCRIPTION
 AG1085
 AG1085'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AG1085'THE STATION, ALLIGATOR CREEK LIGHT 1, IS THE CENTER OF THE
 AG1085'GREEN LIGHT ATOP THE SINGLE WOODEN PILING.  IT IS COAST GUARD
 AG1085'LIGHT LIST NUMBER 997.55.
 AG1085'
 AG1085'THE STATION IS LOCATED AT THE ENTRANCE TO ALLIGATOR CREEK, SOUTH
 AG1085'OF MANGROVE POINT IN CHARLOTTE HARBOR.
 AG1085
 AG1085                          STATION RECOVERY (1991)
 AG1085
 AG1085'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AG1085'RECOVERED IN GOOD CONDITION.
 AG1085
 AG1085                          STATION RECOVERY (1994)
 AG1085
 AG1085'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1332 ***********************************************************************
 AA1332  DESIGNATION -  ALLIGATOR REEF 1857
 AA1332  PID         -  AA1332
 AA1332  STATE/COUNTY-  FL/MONROE
 AA1332  USGS QUAD   -  
 AA1332
 AA1332                         *CURRENT SURVEY CONTROL
 AA1332  ___________________________________________________________________
 AA1332* NAD 83(1990)-  24 51 06.05625(N)    080 37 07.01756(W)     ADJUSTED  
 AA1332* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AA1332  ___________________________________________________________________
 AA1332  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AA1332  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AA1332
 AA1332  HORZ ORDER  -  THIRD
 AA1332
 AA1332.The horizontal coordinates were established by classical geodetic methods
 AA1332.and adjusted by the National Geodetic Survey in May 1991..
 AA1332
 AA1332.The orthometric height was scaled from a topographic map.
 AA1332
 AA1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1332
 AA1332.The geoid height was determined by GEOID03.
 AA1332
 AA1332;                    North         East     Units Scale Factor Converg.
 AA1332;SPC FL E     -    57,466.424   238,544.758   MT  0.99995952   +0 09 37.0
 AA1332;SPC FL E     -   188,537.76    782,625.59   sFT  0.99995952   +0 09 37.0
 AA1332;UTM  17      - 2,748,578.799   538,531.607   MT  0.99961834   +0 09 37.0
 AA1332
 AA1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1332!SPC FL E     -   1.00000326  x   0.99995952  =   0.99996278
 AA1332!UTM  17      -   1.00000326  x   0.99961834  =   0.99962160
 AA1332
 AA1332                          SUPERSEDED SURVEY CONTROL
 AA1332
 AA1332  NAD 83(1986)-  24 51 06.05196(N)    080 37 07.01119(W) AD(       ) 4
 AA1332  NAD 27      -  24 51 04.57406(N)    080 37 07.79422(W) AD(       ) 3
 AA1332
 AA1332.Superseded values are not recommended for survey control.
 AA1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1332.See file dsdata.txt to determine how the superseded data were derived.
 AA1332
 AA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3853248579(NAD 83)
 AA1332
 AA1332  HISTORY     - Date     Condition        Report By
 AA1332  HISTORY     - 1857     FIRST OBSERVED   CGS
 AA1332  HISTORY     - 1983     GOOD             USPSQD
 AA1332
 AA1332                          STATION DESCRIPTION
 AA1332
 AA1332'DESCRIBED BY US POWER SQUADRON 1983 (HEW)
 AA1332'UNDERWATER REEF LANDMARK UNDERWATER IT IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1333 ***********************************************************************
 AA1333  DESIGNATION -  ALLIGATOR REEF LH 1908
 AA1333  PID         -  AA1333
 AA1333  STATE/COUNTY-  FL/MONROE
 AA1333  USGS QUAD   -  
 AA1333
 AA1333                         *CURRENT SURVEY CONTROL
 AA1333  ___________________________________________________________________
 AA1333* NAD 83(1990)-  24 51 06.43540(N)    080 37 07.85696(W)     ADJUSTED  
 AA1333* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AA1333  ___________________________________________________________________
 AA1333  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AA1333  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AA1333
 AA1333  HORZ ORDER  -  SECOND
 AA1333
 AA1333.The horizontal coordinates were established by classical geodetic methods
 AA1333.and adjusted by the National Geodetic Survey in May 1991..
 AA1333
 AA1333.The orthometric height was scaled from a topographic map.
 AA1333
 AA1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1333
 AA1333.The geoid height was determined by GEOID03.
 AA1333
 AA1333;                    North         East     Units Scale Factor Converg.
 AA1333;SPC FL E     -    57,478.024   238,521.160   MT  0.99995950   +0 09 36.7
 AA1333;SPC FL E     -   188,575.82    782,548.17   sFT  0.99995950   +0 09 36.7
 AA1333;UTM  17      - 2,748,590.395   538,508.017   MT  0.99961831   +0 09 36.7
 AA1333
 AA1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1333!SPC FL E     -   0.99999729  x   0.99995950  =   0.99995679
 AA1333!UTM  17      -   0.99999729  x   0.99961831  =   0.99961560
 AA1333
 AA1333:                Primary Azimuth Mark                     Grid Az
 AA1333:SPC FL E     -  MATECUMBE 2                              269 08 37.1
 AA1333:UTM  17      -  MATECUMBE 2                              269 08 37.1
 AA1333
 AA1333|---------------------------------------------------------------------|
 AA1333| PID    Reference Object                     Distance      Geod. Az  |
 AA1333|                                                           dddmmss.s |
 AA1333| AA0397 MATECUMBE 2                         APPROX.12.0 KM 2691813.8 |
 AA1333|---------------------------------------------------------------------|
 AA1333
 AA1333                          SUPERSEDED SURVEY CONTROL
 AA1333
 AA1333  NAD 83(1986)-  24 51 06.43112(N)    080 37 07.85085(W) AD(       ) 2
 AA1333  NAD 27      -  24 51 04.94091(N)    080 37 08.62720(W) AD(       ) 2
 AA1333
 AA1333.Superseded values are not recommended for survey control.
 AA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1333.See file dsdata.txt to determine how the superseded data were derived.
 AA1333
 AA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3850848590(NAD 83)
 AA1333_MARKER: 13 = LIGHTHOUSE
 AA1333
 AA1333  HISTORY     - Date     Condition        Report By
 AA1333  HISTORY     - 1908     FIRST OBSERVED   CGS
 AA1333  HISTORY     - 1934     GOOD             CGS
 AA1333  HISTORY     - 1935     GOOD             CGS
 AA1333  HISTORY     - 1972     GOOD             NGS
 AA1333  HISTORY     - 1983     GOOD             USPSQD
 AA1333
 AA1333                          STATION DESCRIPTION
 AA1333
 AA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AA1333'THIS STATION IS THE CENTER OF THE LAMP AT ALLIGATOR REEF LIGHTHOUSE
 AA1333'WHICH IS ON ALLIGATOR REEF AND ABOUT 7 MILES DUE E OF THE FERRY SLIP
 AA1333'AT THE S END OF LOWER MATECUMBE KEY.  NO PREVIOUS DESCRIPTION COULD
 AA1333'BE FOUND.
 AA1333
 AA1333                          STATION RECOVERY (1935)
 AA1333
 AA1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 AA1333'NEW DESCRIPTION AS FOLLOWS--STATION IS THE CENTER OF THE TOP OF THE
 AA1333'LANTERN OF ALLIGATOR REEF LIGHT, A SKELETON STEEL STRUCTURE,
 AA1333'PAINTED WHITE AND 136 FEET HIGH.
 AA1333'
 AA1333'THE STATION WAS OCCUPIED ECCENTRICALLY, THE ECCENTRIC STATION
 AA1333'BEING ON THE LANTERN GALLERY WHERE THERE IS AMPLE ROOM FOR AN
 AA1333'INSTRUMENT.  A CENTRAL PLATFORM COULD EASILY BE BUILT ATOP THE
 AA1333'ROOF.
 AA1333
 AA1333                          STATION RECOVERY (1972)
 AA1333
 AA1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCV)
 AA1333'STATION RECOVERED IN APPARENT GOOD CONDITION.  ORIGINAL DESCRIPTION
 AA1333'WITH RECOVERY NOTE BY E.R.M., 1935 ARE HELPFUL IN RECOVERY.
 AA1333
 AA1333                          STATION RECOVERY (1983)
 AA1333
 AA1333'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 AA1333'SURFACE LAND MARK LIGHT HOUSE RECOVERED GOOD.
 AA1333'
 AA1333'DESCRIPTION ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6023 ***********************************************************************
 AK6023  DESIGNATION -  ALLIGATOR RESET
 AK6023  PID         -  AK6023
 AK6023  STATE/COUNTY-  FL/BREVARD
 AK6023  USGS QUAD   -  EAU GALLIE (1988)
 AK6023
 AK6023                         *CURRENT SURVEY CONTROL
 AK6023  ___________________________________________________________________
 AK6023* NAD 83(1990)-  28 14 19.72235(N)    080 39 09.67814(W)     ADJUSTED  
 AK6023* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AK6023  ___________________________________________________________________
 AK6023  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AK6023  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK6023
 AK6023  HORZ ORDER  -  SECOND
 AK6023
 AK6023.The horizontal coordinates were established by classical geodetic methods
 AK6023.and adjusted by the National Geodetic Survey in May 1991..
 AK6023
 AK6023.The orthometric height was scaled from a topographic map.
 AK6023
 AK6023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6023
 AK6023.The geoid height was determined by GEOID03.
 AK6023
 AK6023;                    North         East     Units Scale Factor Converg.
 AK6023;SPC FL E     -   432,721.758   234,084.721   MT  0.99995551   +0 09 51.6
 AK6023;SPC FL E     - 1,419,687.97    767,992.96   sFT  0.99995551   +0 09 51.6
 AK6023;UTM  17      - 3,123,706.096   534,073.091   MT  0.99961433   +0 09 51.6
 AK6023
 AK6023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6023!SPC FL E     -   1.00000419  x   0.99995551  =   0.99995970
 AK6023!UTM  17      -   1.00000419  x   0.99961433  =   0.99961852
 AK6023
 AK6023|---------------------------------------------------------------------|
 AK6023| PID    Reference Object                     Distance      Geod. Az  |
 AK6023|                                                           dddmmss.s |
 AK6023| AK6015 USE MARK NEAR STA ALLIGATOR          23.161 METERS 08957     |
 AK6023| AK6018 O HARA                              APPROX. 2.6 KM 1614517.2 |
 AK6023| DE3854 ALLIGATOR RM 1                       10.305 METERS 18027     |
 AK6023| AK6026 INDIAN RIVER N LIGHT 156            APPROX. 1.9 KM 2005426.0 |
 AK6023| DE3856 ALLIGATOR RM 2                       11.245 METERS 24624     |
 AK6023| AK6024 MILEAGE POLE                        APPROX. 1.4 KM 2522528.7 |
 AK6023| AK6009 MIAMI JACKSONVILLE AWY BCN 17       APPROX. 2.3 KM 2595011.4 |
 AK6023| DE3855 ALLIGATOR RM 1 RESET                 17.145 METERS 30200     |
 AK6023|---------------------------------------------------------------------|
 AK6023
 AK6023                          SUPERSEDED SURVEY CONTROL
 AK6023
 AK6023  NAD 83(1986)-  28 14 19.72843(N)    080 39 09.69225(W) AD(       ) 2
 AK6023  NAD 27      -  28 14 18.69300(N)    080 39 10.50100(W) AD(       ) 2
 AK6023
 AK6023.Superseded values are not recommended for survey control.
 AK6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6023.See file dsdata.txt to determine how the superseded data were derived.
 AK6023
 AK6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3407323706(NAD 83)
 AK6023_MARKER: Z = SEE DESCRIPTION
 AK6023_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AK6023_SP_SET: OBJECT IMBEDDED IN GROUND
 AK6023
 AK6023  HISTORY     - Date     Condition        Report By
 AK6023  HISTORY     - 1929     MONUMENTED       CGS
 AK6023  HISTORY     - 1906     SEE DESCRIPTION  CGS
 AK6023  HISTORY     - 1929     GOOD             CGS
 AK6023  HISTORY     - 1929     SEE DESCRIPTION  CGS
 AK6023  HISTORY     - 1932     GOOD             CGS
 AK6023  HISTORY     - 1934     GOOD             CGS
 AK6023  HISTORY     - 1934     GOOD             CGS
 AK6023  HISTORY     - 1940     GOOD             CGS
 AK6023  HISTORY     - 1948     MARK NOT FOUND   CGS
 AK6023
 AK6023                          STATION DESCRIPTION
 AK6023
 AK6023'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 AK6023'STATION IS ON THE W BANK OF THE BANANA RIVER AND ON THE EASTERN
 AK6023'SHORE OF MERRITTS ISLAND, ABOUT MIDWAY BETWEEN STATION
 AK6023'CENTENNIAL AND THE MOUTH OF NEW FOUND HARBOR.  IT IS IN A GROVE
 AK6023'OF SCRUB OAK ON LAND BELONGING TO DR. BIGELOW OF MAINE, BEING
 AK6023'135 METERS S OF THE LINE BETWEEN THE PROPERTIES OF DR. BIGELOW
 AK6023'AND OF MRS. THOMAS GREEN, AND 190 METERS S OF MRS. GREENS
 AK6023'RESIDENCE.  IT IS 1 METER FROM THE TOP OF THE BLUFF (2 METERS
 AK6023'HIGH), AND 9 METERS FROM THE ROAD ALONG THE SHORE.  SCRUB
 AK6023'PALMETTOS GROW ALONG THE BLUFF, AND A COQUINA ROCK, THE ONLY
 AK6023'ONE TO BE SEEN, SHOWS ABOVE THE WATER 30 METERS OFF-SHORE AND
 AK6023'OPPOSITE THE STATION.
 AK6023'
 AK6023'STATION MARKS WERE TWO 4-INCH TERRA-COTTA SEWER PIPES EACH
 AK6023'2-1/2 FEET LONG.  THEY WERE PLACED ONE ABOVE THE OTHER, AND
 AK6023'SEPARATED BY A LAYER OF SHELL, OR SAND OR EARTH.  BOTH PIPES
 AK6023'WERE FILLED WITH CEMENT MORTAR OR CONCRETE, AND A MASS OF THE
 AK6023'MATERIAL WAS PLACED AROUND THE BOTTOM AND TOP OF THE LOWER PIPE
 AK6023'AND AROUND THE BOTTOM OR TOP OF THE UPPER PIPE, THE TOP OF THE
 AK6023'CENTER PIPE BEING FLUSH WITH THE SURFACE OF THE GROUND.  THE
 AK6023'CENTERS OF THE PIPES MARK THE STATION.  THE REFERENCE MARK IS
 AK6023'A 4-INCH TERRA-COTTA PIPE 2-1/2 FEET LONG WITH TOP 6 INCHES
 AK6023'ABOVE THE GROUND.  THE REFERENCE PIPE IS 8 METERS FROM THE
 AK6023'STATION S 67 DEG W.  THE FOLLOWING BEARINGS AND
 AK6023'DISTANCES ARE FROM THE TRIANGULATION STATION--A SMALL OAK
 AK6023'MARKED WITH A TRIANGLE, 2.40 METERS, S 45 DEG W.  SMALL OAK
 AK6023'MARKED WITH A TRIANGLE, 3.90 METERS, S 82 DEG W.  MRS. GREENS
 AK6023'HOUSE CHIMNEY, N 37 DEG W.  HOUSE ON WHARF (OCEANUS), W GABLE
 AK6023'N 41 DEG E.  HOUSE ON BEACH (OCEANUS), CHIMNEY, N 43 DEG E.
 AK6023
 AK6023                          STATION RECOVERY (1929)
 AK6023
 AK6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (OSR)
 AK6023'STATION IS COVERED BY A DENSE GROWTH OF BRUSH AND PALMETTO.  OLD
 AK6023'COQUINA POST 6- BY 6-INCH BY 2 FEET LYING ON GROUND AT
 AK6023'STATION.  ROCK OFFSHORE WAS NOT SEEN.  STATION IS 46 FEET FROM
 AK6023'CENTER OF PRESENT PAVED ROAD (TOWARDS SHORE).  IT IS 190 FEET
 AK6023'N OF TRAIL LEADING W.  NEW BLAZES WERE CUT AT THE FOLLOWING
 AK6023'DISTANCES, 8.3 FEET, 8.3 FEET, 13.1 FEET.  BLAZES FACE
 AK6023'STATION.  UNDERGROWTH WAS NOT CLEARED AWAY TO LOOK FOR
 AK6023'REFERENCE MARK AS IT WAS EVIDENT THAT STATION HAD NOT BEEN
 AK6023'DISTURBED.
 AK6023
 AK6023                          STATION RECOVERY (1929)
 AK6023
 AK6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (ERM)
 AK6023'THIS STATION WAS FOUND AS DESCRIBED.
 AK6023'
 AK6023'THE STATION HAS BEEN RE-MARKED BY LIEUTENANT MALNATE BY
 AK6023'STANDARD DISK AS STATION MARK AND TWO REFERENCE MARKS.
 AK6023
 AK6023                          STATION RECOVERY (1932)
 AK6023
 AK6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB)
 AK6023'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN
 AK6023'TOP OF A TILE.  ABOUT 10.5 MILES SE FROM
 AK6023'THE TOWN OF COCOA.  ON THE E SHORE OF MERRITTS ISLAND.  ABOUT
 AK6023'190 METERS S OF THE S PROPERTY LINE OF G.A. DANNERS PROPERTY, 17
 AK6023'PACES E OF MACADAM ROAD ALONG E SIDE OF ISLAND.
 AK6023'
 AK6023'REFERENCE MARK NO.2, A STANDARD BRONZE DISK SET IN CONCRETE IN
 AK6023'TOP OF A TILE, IS 15
 AK6023'PACES DISTANT FROM STATION.
 AK6023'
 AK6023'TO REACH FROM COCOA, GO TO E END OF COCOA BRIDGE ACROSS INDIAN
 AK6023'RIVER.  FROM E END OF BRIDGE GO E ON MACADAM ROAD 0.15 MILE TO
 AK6023'A MACADAM T-ROAD S, AT MILEAGE POST IN SE ANGLE.  TURN S AND
 AK6023'FOLLOW MACADAM 9.6 MILES TO THE STATION ON E SIDE OF
 AK6023'ROAD.  GROUND IS COVERED WITH BRUSH AND SCRUB PALMETTO.
 AK6023
 AK6023                          STATION RECOVERY (1934)
 AK6023
 AK6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 AK6023'THIS STATION WAS RECOVERED AND RE-MARKED BY C.P. IN 1906, AND
 AK6023'RECOVERED BY O.S. READING AND E.R. MARTIN IN 1929.  REFERENCE
 AK6023'IS MADE TO LIEUTENANT MALNATE RE-MARKING THE STATION AND TWO
 AK6023'REFERENCE MARKS, BUT THE MANNER IN WHICH THEY WERE RE-MARKED IS
 AK6023'NOT GIVEN, NOR WAS REFERENCE MARK NO.1 RECOVERED.  THE STATION
 AK6023'MARK AND REFERENCE MARK NO.2 WERE FOUND IN GOOD CONDITION, AND
 AK6023'A NEW REFERENCE MARK WAS ESTABLISHED AND NUMBERED 1.  THE
 AK6023'STATION IS ABOUT 10.5 MILES SE OF COCOA, ON THE E SHORE OF
 AK6023'MERRITT ISLAND, THE W BANK OF THE BANANA RIVER, 190 METERS S
 AK6023'OF THE PROPERTY LINE OF G.A. DANNERS PROPERTY.  HIS S LINE IS
 AK6023'DETERMINED BY A 4- BY 4-INCH STAKE PROJECTING 2 FEET AND
 AK6023'100 FEET SE OF HIS HOUSE.  THE STATION IS 50 FEET E OF THE
 AK6023'CENTER LINE OF A N AND S PAVED ROAD THAT FOLLOWS THE BANANA
 AK6023'RIVER.  IT IS MARKED WITH A STANDARD DISK, STAMPED ALLIGATOR
 AK6023'1906-1934, SET IN THE TOP OF A 6-INCH TILE FILLED WITH
 AK6023'CONCRETE AND FLUSH WITH THE GROUND.  IT IS ON THE EDGE OF THE
 AK6023'SLOPE OF THE BANK OF THE RIVER, 3 YARDS NE OF A SCRUB OAK
 AK6023'BEARING A SMALL TRIANGULAR BLAZE ON ITS NE SIDE.  THE
 AK6023'OLD COQUINA POST, MENTIONED BY O.S. READING IS STILL
 AK6023'LYING AT THE STATION MARK.
 AK6023'
 AK6023'REFERENCE MARK NO.2 IS A STANDARD REFERENCE DISK, STAMPED 2
 AK6023'SET IN TOP OF A TILE FILLED WITH CONCRETE AND PROJECTING 6
 AK6023'INCHES.  IT IS 11.245 METERS SW OF THE STATION, 4 YARDS E OF
 AK6023'THE CENTER LINE OF THE PAVED ROAD, 18 YARDS S ALONG THE ROAD
 AK6023'FROM REFERENCE MARK NO.1, 4 YARDS W OF A SMALL OAK, AND 4 YARDS
 AK6023'NW OF A LARGER OAK BEARING A SMALL TRIANGULAR BLAZE ON ITS NW
 AK6023'SIDE.
 AK6023'
 AK6023'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK, STAMPED
 AK6023'ALLIGATOR 1934, R.M.1 SET IN A SQUARE CONCRETE POST ABOUT 16
 AK6023'INCHES ON A SIDE.  IT IS 17.14 METERS NW OF THE STATION,
 AK6023'PROJECTING 4 INCHES, 18 YARDS S ALONG THE ROAD FROM A T-ROAD W
 AK6023'THAT LEADS OFF THROUGH AN ORANGE GROVE (E. SCHUMAKERS MAIL BOX
 AK6023'AT THIS T-ROAD), AND 5 YARDS E OF THE CENTER LINE OF THE ROAD.
 AK6023'
 AK6023'NO AZIMUTH MARK WAS ESTABLISHED DUE TO THE FACT THAT NO
 AK6023'FAVORABLE POINT COULD BE FOUND ON THE W SHORE OF THE BANANA
 AK6023'RIVER.  HOWEVER, EITHER TUCK 2 OR PALMETTO 2 MAY BE USED WITH
 AK6023'VERY LITTLE CLEARING NECESSARY AT THESE TWO STATIONS.
 AK6023'
 AK6023'REFERENCE MARK OBJECTS ARE VISIBLE FROM A 10-FOOT STAND.
 AK6023'
 AK6023'NOTE--THE ROCK OFFSHORE WAS NOT SEEN.
 AK6023
 AK6023                          STATION RECOVERY (1934)
 AK6023
 AK6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (KGC)
 AK6023'THIS STATION AND ITS REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AK6023'AND FOUND IN GOOD CONDITION.  THE REFERENCE MARKS RECOVERED WERE
 AK6023'THOSE MENTIONED IN THE DESCRIPTION OF J.B.,1934.  BOTH THESE
 AK6023'MARKS ARE CLOSE TO THE E SIDE OF THE PAVEMENT, AND CAN BE
 AK6023'EASILY SEEN FROM THE ROAD.
 AK6023'
 AK6023'TO REACH FROM COCOA, GO E ACROSS COCOA BRIDGE TO MERRITT.  TURN
 AK6023'RIGHT HERE ON MACADAM ROAD AND FOLLOW FOR 9.5 MILES TO STATION
 AK6023'ON LEFT.
 AK6023
 AK6023                          STATION RECOVERY (1940)
 AK6023
 AK6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FLG)
 AK6023'THIS STATION IS ABOUT 10.5 MILES SE OF COCOA, 9.5 MILES BY ROAD
 AK6023'S OF MERRITT, ON THE E SHORE OF MERRITT ISLAND, THE W BANK OF
 AK6023'THE BANANA RIVER, 190 METERS S OF G.A. DANNERS S PROPERTY
 AK6023'LINE.  IT IS 50 FEET E OF THE CENTER LINE OF THE MERRITT ISLAND
 AK6023'ROAD, ON THE EDGE OF THE SLOPE OF THE RIVER BANK, 3 YARDS NE OF
 AK6023'A SCRUB OAK WITH SMALL TRIANGULAR BLAZE.  IT IS MARKED BY A
 AK6023'STANDARD DISK SET IN CEMENT IN TOP OF 6-INCH TILE, WHICH IS
 AK6023'SET IN CEMENT AND PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 AK6023'
 AK6023'REFERENCE MARK NO.2 IS STANDARD DISK STAMPED 2 SET IN TOP OF
 AK6023'8-INCH TILE, WHICH IS FILLED WITH CONCRETE.  IT PROJECTS 8
 AK6023'INCHES.  IT IS 4 YARDS E OF CENTER LINE OF ROAD, 18 YARDS S OF
 AK6023'REFERENCE MARK NO.1, 4 YARDS W OF A SMALL OAK AND 4 YARDS NW OF
 AK6023'LARGER OAK WITH TRIANGULAR BLAZE.
 AK6023'
 AK6023'REFERENCE MARK NO.1 IS STANDARD DISK, STAMPED ALLIGATOR 1934,
 AK6023'SET IN SQUARE CONCRETE POST ABOUT 12 INCHES ON A SIDE AND
 AK6023'PROJECTING 4 INCHES.  IT IS ABOUT 18 YARDS S OF THE DRIVEWAY
 AK6023'FROM THE PAVED ROAD TO THE HARPERS RESIDENCE.  IT IS 5 YARDS E
 AK6023'OF CENTER LINE OF PAVED ROAD.
 AK6023'
 AK6023'BOTH REFERENCE MARKS ARE VISIBLE FROM ROAD AND ARE N OF
 AK6023'DRIVEWAY TO JAMEISONS MERRITT ISLAND POTTERY KILN AND S OF THE
 AK6023'HARPER DRIVEWAY.  A U.S.E.D. MARK IS E OF THE STATION AT THE
 AK6023'WATERS EDGE, SET IN CONCRETE IN TILE AND PROJECTING 1 FOOT.  A
 AK6023'16-FOOT WOOD TOWER IS BUILT OVER IT.
 AK6023
 AK6023                          STATION RECOVERY (1948)
 AK6023
 AK6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK6023'STATION LOST.  SEARCHED FOR BY 3 MEN FOR 2 HOURS.  R.M.S 1 AND
 AK6023'2 HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6662 ***********************************************************************
 AD6662  DESIGNATION -  ALLING 1929
 AD6662  PID         -  AD6662
 AD6662  STATE/COUNTY-  FL/PALM BEACH
 AD6662  USGS QUAD   -  LAKE WORTH (1983)
 AD6662
 AD6662                         *CURRENT SURVEY CONTROL
 AD6662  ___________________________________________________________________
 AD6662* NAD 83(1990)-  26 34 20.85902(N)    080 02 19.78577(W)     ADJUSTED  
 AD6662* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AD6662  ___________________________________________________________________
 AD6662  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 AD6662  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AD6662
 AD6662  HORZ ORDER  -  THIRD
 AD6662
 AD6662.The horizontal coordinates were established by classical geodetic methods
 AD6662.and adjusted by the National Geodetic Survey in May 1991..
 AD6662
 AD6662.The orthometric height was scaled from a topographic map.
 AD6662
 AD6662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6662
 AD6662.The geoid height was determined by GEOID03.
 AD6662
 AD6662;                    North         East     Units Scale Factor Converg.
 AD6662;SPC FL E     -   248,394.736   295,756.098   MT  1.00005434   +0 25 48.0
 AD6662;SPC FL E     -   814,941.73    970,326.46   sFT  1.00005434   +0 25 48.0
 AD6662;UTM  17      - 2,939,441.966   595,723.427   MT  0.99971312   +0 25 48.0
 AD6662
 AD6662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6662!SPC FL E     -   1.00000358  x   1.00005434  =   1.00005792
 AD6662!UTM  17      -   1.00000358  x   0.99971312  =   0.99971670
 AD6662
 AD6662:                Primary Azimuth Mark                     Grid Az
 AD6662:SPC FL E     -  GULF STREAM GOLF CLUB TANK               189 51 44.7
 AD6662:UTM  17      -  GULF STREAM GOLF CLUB TANK               189 51 44.7
 AD6662
 AD6662|---------------------------------------------------------------------|
 AD6662| PID    Reference Object                     Distance      Geod. Az  |
 AD6662|                                                           dddmmss.s |
 AD6662| AD6845 GULF STREAM GOLF CLUB TANK          APPROX. 9.1 KM 1901732.7 |
 AD6662| AD6674 LAKE WORTH LARGE BLACK TANK         APPROX. 5.5 KM 3281821.3 |
 AD6662| AD6676 LAKE WORTH LOW TANK                 APPROX. 5.3 KM 3363859.5 |
 AD6662| AD6669 LAKE WORTH SMALL TANK               APPROX. 3.5 KM 3403726.8 |
 AD6662| AD6569 WEST PALM BEACH STANDPIPE           APPROX.11.4 KM 3475552.8 |
 AD6662| AD6610 HOTEL ALBA CUPOLA                   APPROX.16.4 KM 3590209.2 |
 AD6662|---------------------------------------------------------------------|
 AD6662
 AD6662                          SUPERSEDED SURVEY CONTROL
 AD6662
 AD6662  NAD 83(1986)-  26 34 20.86448(N)    080 02 19.79407(W) AD(       ) 3
 AD6662  NAD 27      -  26 34 19.61449(N)    080 02 20.64329(W) AD(       ) 3
 AD6662
 AD6662.Superseded values are not recommended for survey control.
 AD6662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6662.See file dsdata.txt to determine how the superseded data were derived.
 AD6662
 AD6662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9572339442(NAD 83)
 AD6662_MARKER: 86 = CUPOLA
 AD6662
 AD6662  HISTORY     - Date     Condition        Report By
 AD6662  HISTORY     - 1929     FIRST OBSERVED   CGS
 AD6662  HISTORY     - 1944     GOOD             CGS
 AD6662  HISTORY     - 1970     GOOD             NGS
 AD6662  HISTORY     - 19940603 GOOD             USPSQD
 AD6662  HISTORY     - 19950103 GOOD             USPSQD
 AD6662  HISTORY     - 20030919 GOOD             USPSQD
 AD6662  HISTORY     - 20050210 GOOD             USPSQD
 AD6662
 AD6662                          STATION DESCRIPTION
 AD6662
 AD6662'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RLS)
 AD6662'STATION IS CENTER OF CUPOLA OF MR. ALLINGS RESIDENCE ON BEACH
 AD6662'BETWEEN LAKE WORTH CASINO AND THE S INLET OF LAKE WORTH.  STATION
 AD6662'CAN BE REACHED BY CROSSING LANTANA BRIDGE AND FOLLOWING BEACH
 AD6662'ROAD TO THE S.  STATION IS NOT MARKED.
 AD6662
 AD6662                          STATION RECOVERY (1944)
 AD6662
 AD6662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 AD6662'STATION IS CENTER OF SMALL DOME ABOUT 4 FEET IN DIAMETER, ON
 AD6662'CUPOLA AND 4-STORY TOWER AT THE SE CORNER OF THE RESIDENCE, ABOUT
 AD6662'50 FEET HIGH.  HIGH-WATER LINE IS 135 FEET DISTANT.
 AD6662
 AD6662                          STATION RECOVERY (1970)
 AD6662
 AD6662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PEC)
 AD6662'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATION
 AD6662'IS THE CENTER OF SMALL DOME ABOUT 4 FEET IN DIAMETER, ON CUPOLA
 AD6662'OF 4-STORY TOWER AT THE SOUTHEAST CORNER OF RESIDENCE, ABOUT 50
 AD6662'FEET HIGH AND IS NOW PAINTED PINK.
 AD6662
 AD6662                          STATION RECOVERY (1994)
 AD6662
 AD6662'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6662'RECOVERED IN GOOD CONDITION.
 AD6662
 AD6662                          STATION RECOVERY (1995)
 AD6662
 AD6662'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6662'RECOVERED IN GOOD CONDITION.
 AD6662
 AD6662                          STATION RECOVERY (2003)
 AD6662
 AD6662'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD6662'RECOVERED IN GOOD CONDITION.
 AD6662
 AD6662                          STATION RECOVERY (2005)
 AD6662
 AD6662'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD6662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2458 ***********************************************************************
 BD2458  DESIGNATION -  ALLISON
 BD2458  PID         -  BD2458
 BD2458  STATE/COUNTY-  FL/SUWANNEE
 BD2458  USGS QUAD   -  FORT UNION (1993)
 BD2458
 BD2458                         *CURRENT SURVEY CONTROL
 BD2458  ___________________________________________________________________
 BD2458* NAD 83(1990)-  30 24 55.37211(N)    083 05 22.92079(W)     ADJUSTED  
 BD2458* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 BD2458  ___________________________________________________________________
 BD2458  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BD2458  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BD2458
 BD2458  HORZ ORDER  -  FIRST
 BD2458
 BD2458.The horizontal coordinates were established by classical geodetic methods
 BD2458.and adjusted by the National Geodetic Survey in May 1991..
 BD2458
 BD2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2458
 BD2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2458
 BD2458.The geoid height was determined by GEOID03.
 BD2458
 BD2458;                    North         East     Units Scale Factor Converg.
 BD2458;SPC FL N     -   157,730.425   735,495.134   MT  0.99995777   +0 42 31.4
 BD2458;SPC FL N     -   517,487.24  2,413,036.95   sFT  0.99995777   +0 42 31.4
 BD2458;UTM  17      - 3,366,668.064   299,276.051   MT  1.00009707   -1 03 29.9
 BD2458
 BD2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2458!SPC FL N     -   0.99999698  x   0.99995777  =   0.99995475
 BD2458!UTM  17      -   0.99999698  x   1.00009707  =   1.00009405
 BD2458
 BD2458|---------------------------------------------------------------------|
 BD2458| PID    Reference Object                     Distance      Geod. Az  |
 BD2458|                                                           dddmmss.s |
 BD2458| CW3273 ALLISON RM 1                         35.375 METERS 02721     |
 BD2458| CW3274 ALLISON RM 2                         40.209 METERS 15258     |
 BD2458| CW3272 ALLISON AZ MK RESET                                3045512.9 |
 BD2458| CW3271 ALLISON AZ MK                                      3530906.6 |
 BD2458|---------------------------------------------------------------------|
 BD2458
 BD2458                          SUPERSEDED SURVEY CONTROL
 BD2458
 BD2458  NAD 83(1986)-  30 24 55.38282(N)    083 05 22.92543(W) AD(       ) 1
 BD2458  NAD 27      -  30 24 54.60000(N)    083 05 23.43400(W) AD(       ) 1
 BD2458  NGVD 29 (07/19/86)   47.6    (m)          156.     (f) VERT ANG       
 BD2458
 BD2458.Superseded values are not recommended for survey control.
 BD2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2458.See file dsdata.txt to determine how the superseded data were derived.
 BD2458
 BD2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP9927666668(NAD 83)
 BD2458_MARKER: DS = TRIANGULATION STATION DISK
 BD2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2458
 BD2458  HISTORY     - Date     Condition        Report By
 BD2458  HISTORY     - 1932     MONUMENTED       CGS
 BD2458  HISTORY     - 1934     GOOD             FLGS
 BD2458  HISTORY     - 1935     GOOD             CGS
 BD2458  HISTORY     - 1951     GOOD             FLHD
 BD2458  HISTORY     - 1953     GOOD             CGS
 BD2458  HISTORY     - 1964     GOOD             CGS
 BD2458  HISTORY     - 1971     GOOD             NGS
 BD2458
 BD2458                          STATION DESCRIPTION
 BD2458
 BD2458'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 BD2458'STATION IS ABOUT 12 MILES NW OF LIVE OAK, ABOUT 5 MILES NE OF
 BD2458'THE FALMOUTH RAILROAD STATION, ON A LARGE TRACT OF CLEARED BUT
 BD2458'UNCULTIVATED LAND WHICH JOINS THE ALLISON PLANTATION ON THE W
 BD2458'AND ON THE HIGHEST GROUND IN THE VICINITY.  THE MARK IS 174 FEET
 BD2458'NE OF THE NE CORNER OF A VACANT HOUSE, 71.5 FEET SW OF A BLAZED
 BD2458'OAK TREE, 45 FEET W OF LANE, 23 FEET W OF FENCE LINE
 BD2458'PARALLELING THE LANE.  MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 BD2458'
 BD2458'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BD2458'BRONZE DISKS SET IN CONCRETE.
 BD2458'
 BD2458'REFERENCE MARK NO. 1 IS NE OF THE STATION, 15 FEET E OF THE
 BD2458'LANE, 49 FEET S OF A BLAZED OAK TREE, 1.5 FEET W OF A FENCE LINE
 BD2458'AND ORCHARD, AND PROJECTS 5 INCHES ABOVE THE GROUND.
 BD2458'
 BD2458'REFERENCE MARK NO. 2 IS SE OF THE STATION, 159 FEET E OF THE
 BD2458'VACANT HOUSE, 75 FEET NE OF A SMALL GROVE OF TREES, 1 FOOT W OF THE
 BD2458'FENCE LINE, 15 FEET S OF A STILE, AND PROJECTS 6 INCHES ABOVE
 BD2458'THE GROUND.
 BD2458'
 BD2458'THE AZIMUTH MARK IS ABOUT 0.2 MILE N OF THE STATION, ON THE
 BD2458'W SIDE OF THE MAIN ROAD, JUST BEFORE THE ROAD REACHES THE TOP
 BD2458'OF A GRADE AND CURVES S, ABOUT 100 FEET NW OF THE INTERSECTION
 BD2458'OF THE MAIN ROAD, AND A DRIVE LEADING TO A FARM ABOUT 100 YARDS
 BD2458'TO THE NE, 135 FEET S OF THE BLAZED OAK TREE MARKING THE LANE
 BD2458'LEADING TO THE STATION, 21 FEET W OF THE CENTER LINE OF THE
 BD2458'ROAD, 30 FEET S OF A 12-INCH OAK TREE, AND PROJECTS 4 INCHES
 BD2458'ABOVE THE GROUND.
 BD2458'
 BD2458'TO REACH FROM THE W OR E FOLLOW U.S. HIGHWAY 90 TO THE FALMOUTH
 BD2458'RAILROAD STATION AND CROSS THE TRACKS TO THE W OF THE STATION,
 BD2458'TURN W AND GO ABOUT 100 YARDS, TURN N AND GO 3.3 MILES TO
 BD2458'T-ROAD, TURN E AND CONTINUE 0.25 MILE, THEN N 0.7 MILE, THEN NE
 BD2458'0.25 MILE, THEN E 1.7 MILES TO T-ROAD, TURN SE AND GO 0.3 MILE
 BD2458'TO A BLAZED OAK TREE ON THE RIGHT SIDE OF THE ROAD ABOUT 250
 BD2458'YARDS NW OF THE ALLISON FARMHOUSE, TURN ONTO PRIVATE LANE AND
 BD2458'CONTINUE S ABOUT 0.2 MILE TO THE STATION.
 BD2458'
 BD2458'A 116-FOOT TOWER WAS ERECTED.
 BD2458
 BD2458                          STATION RECOVERY (1934)
 BD2458
 BD2458'RECOVERY NOTE BY FLORIDA GEODETIC SURVEY 1934
 BD2458'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND FOUND IN
 BD2458'GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT CHANGE NECESSARY
 BD2458'ON AZIMUTH DESCRIPTION--WHERE DESCRIPTION STATED ABOUT 135 FEET
 BD2458'S OF THE BLAZED OAK TREE MARKING THE LANE ETC., CHANGE THE S TO
 BD2458'N.  ALSO, AZIMUTH MARK IS 1 FOOT E OF WOVEN WIRE FENCE.
 BD2458
 BD2458                          STATION RECOVERY (1935)
 BD2458
 BD2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 BD2458'STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION TO
 BD2458'LOCATE MARKS IS AS FOLLOWS--STATION MARK IS LOCATED 12 MILES NW
 BD2458'OF LIVE OAK, FLORIDA, ON THE PROPERTY OF MR. ALLISON, 41 FEET
 BD2458'W OF THE LANE, 71 FEET SW OF A 20-INCH OAK TREE THAT STANDS ON
 BD2458'THE E SIDE OF THE LANE AND MARKED WITH A TRIANGULAR BLAZE, 23
 BD2458'FEET W OF THE FENCE, 174 FEET N OF THE NE CORNER OF A TENANT
 BD2458'HOUSE.  MARK PROJECTS 6 INCHES.
 BD2458'
 BD2458'REFERENCE MARK NO. 1 IS LOCATED 116.10 FEET NE OF THE STATION,
 BD2458'1 FOOT W OF THE FENCE, 15 FEET E OF THE CENTER OF THE LANE,
 BD2458'49 FEET N OF THE BLAZED TREE.  MARK PROJECTS 6 INCHES.
 BD2458'
 BD2458'REFERENCE MARK NO. 2 IS LOCATED 131.90 FEET SE OF THE STATION,
 BD2458'1 FOOT W OF THE FENCE, 159 FEET E OF THE FARMHOUSE.  MARK
 BD2458'PROJECTS 6 INCHES.
 BD2458'
 BD2458'AZIMUTH MARK IS LOCATED 0.2 MILE N OF THE STATION, 1 FOOT E
 BD2458'OF THE W FENCE OF THE ROAD, 21 FEET W OF THE CENTER OF THE ROAD,
 BD2458'139 FEET N OF THE CENTER OF THE LANE LEADING TO THE
 BD2458'STATION.  MARK PROJECTS 6 INCHES.
 BD2458'
 BD2458'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 BD2458'
 BD2458'NO CUT-INS VISIBLE FROM THE GROUND.
 BD2458
 BD2458                          STATION RECOVERY (1951)
 BD2458
 BD2458'RECOVERY NOTE BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1951 (NM)
 BD2458'LETTER OF MR. NOIDRIE MOSES, ASST. PROJECT ENGR., STATE ROAD
 BD2458'DEPARTMENT OF FLORIDA, P.O. BOX 240, LIVE OAK, FLA.--
 BD2458'
 BD2458'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 BD2458'
 BD2458'REFERENCE MARK DISK, STAMPED ALLISON AZIMUTH 1932 1935,
 BD2458'RECEIVED AT THIS OFFICE 10/3/51.
 BD2458
 BD2458                          STATION RECOVERY (1953)
 BD2458
 BD2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 BD2458'STATION WAS RECOVERED AS DESCRIBED IN 1932.  STATION AND
 BD2458'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE
 BD2458'(1932) AZIMUTH MARK HAS BEEN DESTROYED TO MAKE WAY FOR ROAD
 BD2458'IMPROVEMENT.  IT WAS FOUND ON THE TOP OF A ROADBANK WHERE IT
 BD2458'HAD BEEN GRADED OUT.  THIS MARK IS LOST.  A COMPLETE NEW
 BD2458'DESCRIPTION FOLLOWS--
 BD2458'
 BD2458'STATION IS LOCATED ABOUT 10 MI. NW OF LIVE OAK, ON LAND OWNED
 BD2458'AND LIVED UPON BY MR. NOAH BAILEY.  IT IS IN A FIELD NOW USED
 BD2458'AS A PASTURE, ABOUT 0.15 MI. S OF MR. BAILEYS HOUSE, ABOUT 0.1
 BD2458'MI. S OF A TOBACCO SHED, 71 FT. SW OF A LARGE OAK TREE, AND
 BD2458'ABOUT 10 FT. W OF A PASTURE BOUNDARY FENCE.  IT IS A STANDARD
 BD2458'STATION DISK, STAMPED ALLISON 1932 1934 SET IN THE TOP OF A
 BD2458'CONCRETE POST PROJECTING ABOUT 8 IN.
 BD2458'
 BD2458'REFERENCE MARK 1 IS 49 FT. N OF A LARGE OAK TREE, AND 1 FT. W
 BD2458'OF THE PASTURE FENCE.  IT IS A STANDARD REFERENCE-MARK DISK,
 BD2458'STAMPED ALLISON 1932 1934 NO 1 AND SET IN THE TOP OF A CONCRETE
 BD2458'POST PROJECTING 6 IN.
 BD2458'
 BD2458'REFERENCE MARK 2 IS 1 FT. W OF THE PASTURE FENCE.  IT IS A
 BD2458'STANDARD REFERENCE-MARK DISK, STAMPED ALLISON 1932 1934 NO 2 AND
 BD2458'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 IN.
 BD2458'
 BD2458'TO REACH THE STATION FROM THE SUWANNEE COUNTY COURTHOUSE AT
 BD2458'LIVE OAK, GO N FOR 2 BLOCKS TO A TRAFFIC LIGHT AND U.S. HIGHWAY
 BD2458'90, TURN LEFT ON U.S. HIGHWAY 90 AND GO W FOR 4 BLOCKS TO WHERE
 BD2458'U.S. HIGHWAY 90 ANGLES TO THE LEFT, TURN RIGHT AND GO 0.45
 BD2458'MI. TO STATE HIGHWAY 249, TURN LEFT AND FOLLOW STATE HIGHWAY 249
 BD2458'FOR 10.0 MI. NW TO A WHITE HOUSE ON THE LEFT (THIS IS MR.
 BD2458'BAILEYS HOUSE AND PERMISSION AND DIRECTIONS SHOULD BE OBTAINED
 BD2458'FROM HIM BEFORE ATTEMPTING TO DRIVE TO STATION).
 BD2458'
 BD2458'A NEW AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME AS NO
 BD2458'OBJECTS OR STATIONS ARE VISIBLE FROM THE GROUND AT THIS
 BD2458'STATION.  A STEEL TOWER WILL BE NEEDED TO ESTABLISH A NEW
 BD2458'AZIMUTH MARK, AND NONE WAS AVAILABLE AT THE TIME THIS STATION
 BD2458'WAS VISITED.
 BD2458
 BD2458                          STATION RECOVERY (1964)
 BD2458
 BD2458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CKT)
 BD2458'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BD2458'AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1935.  THE AZIMUTH
 BD2458'MARK WAS SEARCHED FOR BUT COULDNT BE FOUND.  A NEW AZIMUTH MARK
 BD2458'WAS ESTABLISHED.
 BD2458'
 BD2458'THE STATION IS ON PROPERTY OF MR. NOAH BAILEY AND NOT ON
 BD2458'MR. ALLISONS PROPERTY AS IS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 BD2458'
 BD2458'AZIMUTH MARK IS 31 FEET SOUTHEAST OF A LEANING 12 INCH PINE
 BD2458'TREE, 2 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED, 2
 BD2458'FEET SOUTHWEST OF A 4 INCH PINE TREE AND 0.8 FEET NORTH OF
 BD2458'FENCELINE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE
 BD2458'TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BD2458'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ALLISON
 BD2458'1932 RESET 1963.
 BD2458'
 BD2458'A NEW TO REACH FOLLOWS--TO REACH FROM THE JUNCTION OF
 BD2458'U.S. HIGHWAY 90 AND 129 IN LIVE OAK, GO WEST ON U.S. HIGHWAY 90
 BD2458'FOR 0.25 MILE.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 249
 BD2458'FOR 0.45 MILE TO FORK, KEEP LEFT ON STATE HIGHWAY 249 AND GO
 BD2458'NORTHWEST FOR 4.95 MILES TO A SURFACED ROAD ON THE LEFT,
 BD2458'CONTINUE STRAIGHT AHEAD ON HIGHWAY AND GO 1.25 MILE TO A
 BD2458'SURFACED ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 BD2458'FOR 3.35 MILES TO THE ROSEMARY BAPTIST CHURCH AND CEMETERY ON
 BD2458'THE LEFT, CONTINUE NORTHWEST FOR 0.35 MILE TO DRIVEWAY AT
 BD2458'MR. BAILEYS HOUSE ON THE LEFT.  TURN LEFT INTO DRIVEWAY
 BD2458'PASSING THROUGH GATE AT THE BARN IN BACK OF HOUSE.  GO SOUTH
 BD2458'THROUGH PASTURE FOR ABOUT 0.15 MILE TO ANOTHER GATE, PASS
 BD2458'THROUGH GATE INTO A LARGER PASTURE.  (GO WEST-NORTHWEST FOR
 BD2458'0.2 MILE TO AZIMUTH MARK IN FENCELINE AS DESCRIBED).  GO
 BD2458'SOUTHEASTERLY FOR 0.05 MILE TO THE STATION AT THE HIGHEST
 BD2458'POINT OF HILL.
 BD2458'
 BD2458'HEIGHT OF LIGHT ABOVE STATION MARK 30.02 METERS.
 BD2458
 BD2458                          STATION RECOVERY (1971)
 BD2458
 BD2458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CAA)
 BD2458'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 BD2458'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 BD2458'ALL MARKS CHECKED THE 1964 DESCRIPTION OF C.K.T., HOWEVER DUE
 BD2458'TO INSUFFICIENT DATA A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 BD2458'
 BD2458'THE STATION IS ABOUT 12-1/2 MILES EAST OF LEE, 11 MILES
 BD2458'SOUTHWEST OF JASPER, 10-1/2 MILES NORTHWEST OF LIVE OAK AND ON
 BD2458'THE HIGHEST POINT IN THE PASTURE LAND OWNED BY MR. NOAH BAILEY,
 BD2458'WHO LIVES ABOUT 0.15 MILE NORTH OF THE STATION.
 BD2458'
 BD2458'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE ON
 BD2458'U.S. HIGHWAY 90, THAT CROSSES OVER THE SUWANNEE RIVER, ABOUT 8
 BD2458'MILES EAST-SOUTHEAST OF LEE, GO SOUTHEASTERLY ON U.S. HIGHWAY
 BD2458'90 FOR 0.75 MILE TO A SIDE ROAD LEFT, STATE ROAD S-132.  TURN
 BD2458'LEFT AND GO NORTH THEN EASTERLY, AFTER CROSSING THE RAILROAD
 BD2458'TRACKS, ON STATE ROAD S-132 FOR 6.65 MILES TO A CROSSROAD, STATE
 BD2458'ROAD S-249.  TURN LEFT AND GO NORTHWEST ON STATE ROAD S-249
 BD2458'FOR 2.25 MILES TO A DRIVEWAY LEFT.  TURN LEFT AND GO
 BD2458'SOUTHWEST, PASSING THROUGH 3 WIRE GATES THEN SOUTHERLY FOR
 BD2458'0.3 MILE TO THE STATION AS DESCRIBED.
 BD2458'
 BD2458'THE STATION MARK IS A STANDARD DISK, STAMPED ALLISON 1935 1932,
 BD2458'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT THAT PROJECTS 6
 BD2458'INCHES ABOVE THE GROUND SURFACE.  IT IS 103 FEET SOUTHWEST OF A
 BD2458'LARGE TREE WITH A TRIANGULAR BLAZE, 92 FEET SOUTH OF A FENCE,
 BD2458'58 FEET WEST OF A FENCE AND 1.3 FEET WEST OF A WITNESS
 BD2458'POST.
 BD2458'
 BD2458'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALLISON 1935 1932
 BD2458'NO 1, SET IN THE TOP A OF 12 INCH SQUARE CONCRETE MONUMENT THAT
 BD2458'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 115.6 FEET
 BD2458'NORTHEAST OF THE WITNESS POST, 13 FEET NORTH OF THE TREE WITH
 BD2458'THE TRIANGULAR BLAZE, 11 FEET NORTH OF A FENCE CORNER, 1 FOOT
 BD2458'WEST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 BD2458'STATION.
 BD2458'
 BD2458'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALLISON 1935 1932
 BD2458'NO 2, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 BD2458'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 207 FEET
 BD2458'SOUTH OF THE LARGE TREE WITH THE TRIANGULAR BLAZE, 131.2 FEET
 BD2458'SOUTHEAST OF THE WITNESS POST, 2 FEET WEST OF THE FENCE AND
 BD2458'ABOUT THE SAME ELEVATION AS THE STATION.
 BD2458'
 BD2458'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALLISON 1932 RESET
 BD2458'1963, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 BD2458'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 17.6
 BD2458'FEET WEST-SOUTHWEST OF A TRIPLE TRUNK OAK TREE, 2.1 FEET EAST
 BD2458'OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 BD2458'
 BD2458'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ACROSS
 BD2458'OPEN PASTURE LAND FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 BD2458'
 BD2458'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BD2458'
 BD2458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BD2458'10-1/2 MILES NORTHWEST OF LIVE OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1403 ***********************************************************************
 BG1403  DESIGNATION -  ALPINE
 BG1403  PID         -  BG1403
 BG1403  STATE/COUNTY-  FL/WALTON
 BG1403  USGS QUAD   -  DE FUNIAK SPRINGS WEST (1987)
 BG1403
 BG1403                         *CURRENT SURVEY CONTROL
 BG1403  ___________________________________________________________________
 BG1403* NAD 83(1990)-  30 44 38.06132(N)    086 12 08.38936(W)     ADJUSTED  
 BG1403* NAVD 88     -        83.903  (meters)     275.27   (feet)  ADJUSTED  
 BG1403  ___________________________________________________________________
 BG1403  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BG1403  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1403  DYNAMIC HT  -          83.795 (meters)     274.92  (feet)  COMP
 BG1403  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BG1403
 BG1403  HORZ ORDER  -  SECOND
 BG1403  VERT ORDER  -  FIRST     CLASS II
 BG1403
 BG1403.The horizontal coordinates were established by classical geodetic methods
 BG1403.and adjusted by the National Geodetic Survey in May 1991..
 BG1403
 BG1403.The orthometric height was determined by differential leveling
 BG1403.and adjusted by the National Geodetic Survey in June 1991..
 BG1403
 BG1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG1403
 BG1403.The geoid height was determined by GEOID03.
 BG1403
 BG1403.The dynamic height is computed by dividing the NAVD 88
 BG1403.geopotential number by the normal gravity value computed on the
 BG1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1403.degrees latitude (g = 980.6199 gals.).
 BG1403
 BG1403.The modeled gravity was interpolated from observed gravity values.
 BG1403
 BG1403;                    North         East     Units Scale Factor Converg.
 BG1403;SPC FL N     -   194,529.456   436,993.568   MT  0.99999893   -0 51 19.7
 BG1403;SPC FL N     -   638,218.72  1,433,703.06   sFT  0.99999893   -0 51 19.7
 BG1403;UTM  16      - 3,401,492.555   576,354.307   MT  0.99967192   +0 24 28.0
 BG1403
 BG1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG1403!SPC FL N     -   0.99999113  x   0.99999893  =   0.99999006
 BG1403!UTM  16      -   0.99999113  x   0.99967192  =   0.99966305
 BG1403
 BG1403:                Primary Azimuth Mark                     Grid Az
 BG1403:SPC FL N     -  S 10                                     104 18 31.1
 BG1403:UTM  16      -  S 10                                     103 02 43.4
 BG1403
 BG1403|---------------------------------------------------------------------|
 BG1403| PID    Reference Object                     Distance      Geod. Az  |
 BG1403|                                                           dddmmss.s |
 BG1403| BG1406 S 10                                               1032711.4 |
 BG1403| BG1404 ALPINE RM 1                          26.673 METERS 11123     |
 BG1403| BG1405 ALPINE RM 2                          23.968 METERS 26957     |
 BG1403|---------------------------------------------------------------------|
 BG1403
 BG1403                          SUPERSEDED SURVEY CONTROL
 BG1403
 BG1403  NAD 83(1986)-  30 44 38.07431(N)    086 12 08.39251(W) AD(       ) 2
 BG1403  NAD 27      -  30 44 37.39700(N)    086 12 08.60000(W) AD(       ) 2
 BG1403  NGVD 29 (??/??/92)   83.994  (m)          275.57   (f) ADJ UNCH    1 2
 BG1403
 BG1403.Superseded values are not recommended for survey control.
 BG1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1403.See file dsdata.txt to determine how the superseded data were derived.
 BG1403
 BG1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7635401493(NAD 83)
 BG1403_MARKER: DS = TRIANGULATION STATION DISK
 BG1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1403_STAMPING: ALPINE 1953
 BG1403_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1403+STABILITY: SURFACE MOTION
 BG1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG1403+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 BG1403
 BG1403  HISTORY     - Date     Condition        Report By
 BG1403  HISTORY     - 1953     MONUMENTED       CGS
 BG1403  HISTORY     - 1965     GOOD             NGS
 BG1403  HISTORY     - 1977     GOOD             FLDT
 BG1403  HISTORY     - 1979     GOOD             FLDT
 BG1403  HISTORY     - 1988     GOOD             USPSQD
 BG1403  HISTORY     - 19950612 GOOD             USPSQD
 BG1403  HISTORY     - 19951206 GOOD             USPSQD
 BG1403  HISTORY     - 20060315 GOOD             GCT
 BG1403
 BG1403                          STATION DESCRIPTION
 BG1403
 BG1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 BG1403'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF DE FUNIAK SPRINGS
 BG1403'AND 1 MILE EAST OF THE SMALL SETTLEMENT OF ALPINE ON THE NORTH
 BG1403'RIGHT-OF-WAY OF U.S. HIGHWAY 90.  IT IS 55 FEET NORTH OF THE
 BG1403'CENTERLINE OF THE HIGHWAY AND 5 FEET WEST-SOUTHWEST OF A WHITE
 BG1403'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 BG1403'STAMPED ALPINE 1953.
 BG1403'
 BG1403'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE 40 FEET NORTH
 BG1403'OF THE CENTERLINE OF THE HIGHWAY.  BOTH PROJECT 6 INCHES AND THE
 BG1403'DISKS ARE STAMPED ALPINE NO 1 AND ALPINE NO 2 1953.
 BG1403'
 BG1403'AZIMUTH MARK (BENCH MARK SIO 1918) IS 125 FEET SOUTH OF THE
 BG1403'CENTERLINE OF U.S. HIGHWAY 90, 30.5 FEET SOUTH OF THE SOUTH RAIL
 BG1403'OF A RAILROAD, 2 FEET WEST OF A WHITE WITNESS POST AND ABOUT
 BG1403'0.05 MILE WEST OF A SAND ROAD.  THE MARK IS 5 BY 5 INCHES SQUARE,
 BG1403'PROJECTS ABOUT 12 INCHES AND HAS A STANDARD BENCH MARK DISK
 BG1403'STAMPED SIO 1918 263.763.
 BG1403'
 BG1403'TO REACH THE STATION FROM THE POST OFFICE IN DE FUNIAK SPRINGS,
 BG1403'GO WEST ON U.S. HIGHWAY 90 FOR 2.2 MILES TO A FORK, TAKE THE
 BG1403'LEFT FORK AND CONTINUE ON U.S. HIGHWAY 90 FOR 2.1 MILES TO THE
 BG1403'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 90 FOR
 BG1403'1.2 MILES TO THE STATION ON THE RIGHT.
 BG1403'
 BG1403'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BG1403
 BG1403                          STATION RECOVERY (1965)
 BG1403
 BG1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BG1403'5.6 MI W FROM DE FUNIAK SPRINGS.
 BG1403'5.6 MILES W ALONG LOUSIVILLE AND NASHVILLE RAILROAD FROM THE
 BG1403'STATION OR ALONG U.S. 90 HWY. FROM THE COURTHOUSE IN DE FUNIAK
 BG1403'SPRINGS, ON A RIDGE, ABOUT 0.1 MILE NW OF NO. 724 R.R. MILEPOST,
 BG1403'ABOUT 82 YARDS ENE OF SWITCH STAND AT E END OF MAVIS SIDING,
 BG1403'55 FEET N OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 1.5 FEET
 BG1403'HIGHER THAN SAME, 97-1/2 FEET NNW OF NO. 168 TELEPHONE POLE,
 BG1403'1.3 FEET N OF STEEL WITNESS POST, AND PROJECTING 0.4 FOOT.
 BG1403
 BG1403                          STATION RECOVERY (1977)
 BG1403
 BG1403'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BG1403'RECOVERED IN GOOD CONDITION.
 BG1403
 BG1403                          STATION RECOVERY (1979)
 BG1403
 BG1403'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM)
 BG1403'STATION LOCATION AND TO REACH ARE ACCURATE AND ALL MARKS ARE IN GOOD
 BG1403'CONDITION AS DESCRIBED BY DA JONES IN 1953.  DUE TO THE LIMITED NATURE
 BG1403'OF THE ORIGINAL DESCRIPTION A COMPLETE NEW DESCRIPTION OF MARKS
 BG1403'FOLLOWS.
 BG1403'
 BG1403'STATION MARK IS A STANDARD DISK, STAMPED---ALPINE 1953---, SET IN THE
 BG1403'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 BG1403'GROUND.  IT IS 1.3 FEET NORTH OF A METAL WITNESS POST, 24.0 FEET
 BG1403'WEST-SOUTHWEST OF AN 8 INCH PINE TREE, 54.6 FEET NORTH OF CENTER OF
 BG1403'US ROUTE 90 AND 110.5 FEET SOUTHWEST OF A POWERLINE POLE.
 BG1403'
 BG1403'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED---ALPINE NO 1 1953
 BG1403'---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 BG1403'INCHES ABOVE THE GROUND.  IT IS 1.0 FOOT NORTH OF A METAL WITNESS POST
 BG1403', 19.0 FEET EAST OF A 10 INCH OAK TREE, 40.3 FEET NORTH OF CENTER OF
 BG1403'U.S.ROUTE 90 AND 72.0 FEET SOUTH OF A POWERLINE POLE.
 BG1403'
 BG1403'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED---ALPINE NO 2 1953
 BG1403'---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 BG1403'INCHES ABOVE THE GROUND.  IT IS 1.6 FEET SOUTH OF A METAL WITNESS POST
 BG1403', 13.4 FEET EAST OF A 5 INCH PINE TREE AND 38.5 FEET NORTH OF CENTER
 BG1403'OF U.S. ROUTE 90.
 BG1403'
 BG1403'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED---S10 1918
 BG1403'263.763--
 BG1403'-, SET IN THE TOP OF A 5 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BG1403'1 FOOT ABOVE THE GROUND.  IT IS 1.0 FOOT WEST OF A METAL WITNESS POST,
 BG1403'30.5 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS, ABOUT 250 FEET WEST
 BG1403'OF GRADED ROAD CROSSING OF RAILROAD AND ABOUT 400 FEET EAST OF
 BG1403'RAILROAD MILEPOST NUMBER 725.
 BG1403'
 BG1403'DISTANCE BETWEEN REFERENCE MARKS WAS NOT CHECKED, DUE TO BRUSH ON
 BG1403'LINE.
 BG1403
 BG1403                          STATION RECOVERY (1988)
 BG1403
 BG1403'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDW)
 BG1403'RECOVERED IN GOOD CONDITION.
 BG1403
 BG1403                          STATION RECOVERY (1995)
 BG1403
 BG1403'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1403'RECOVERED IN GOOD CONDITION.
 BG1403
 BG1403                          STATION RECOVERY (1995)
 BG1403
 BG1403'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1403'RECOVERED IN GOOD CONDITION.
 BG1403
 BG1403                          STATION RECOVERY (2006)
 BG1403
 BG1403'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2006 (DH)
 BG1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1404 ***********************************************************************
 BG1404  DESIGNATION -  ALPINE RM 1
 BG1404  PID         -  BG1404
 BG1404  STATE/COUNTY-  FL/WALTON
 BG1404  USGS QUAD   -  DE FUNIAK SPRINGS WEST (1987)
 BG1404
 BG1404                         *CURRENT SURVEY CONTROL
 BG1404  ___________________________________________________________________
 BG1404* NAD 83(1986)-  30 44 38.     (N)    086 12 09.     (W)     SCALED    
 BG1404* NAVD 88     -        83.914  (meters)     275.31   (feet)  ADJUSTED  
 BG1404  ___________________________________________________________________
 BG1404  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1404  DYNAMIC HT  -          83.806 (meters)     274.95  (feet)  COMP
 BG1404  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BG1404
 BG1404  VERT ORDER  -  FIRST     CLASS II
 BG1404
 BG1404.The horizontal coordinates were scaled from a topographic map and have
 BG1404.an estimated accuracy of +/- 6 seconds.
 BG1404
 BG1404.The orthometric height was determined by differential leveling
 BG1404.and adjusted by the National Geodetic Survey in June 1991..
 BG1404
 BG1404.The geoid height was determined by GEOID03.
 BG1404
 BG1404.The dynamic height is computed by dividing the NAVD 88
 BG1404.geopotential number by the normal gravity value computed on the
 BG1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1404.degrees latitude (g = 980.6199 gals.).
 BG1404
 BG1404.The modeled gravity was interpolated from observed gravity values.
 BG1404
 BG1404;                    North         East    Units  Estimated Accuracy
 BG1404;SPC FL N     -   194,530.      436,980.      MT  (+/- 180 meters Scaled)
 BG1404
 BG1404                          SUPERSEDED SURVEY CONTROL
 BG1404
 BG1404  NGVD 29 (??/??/92)   84.005  (m)          275.61   (f) ADJ UNCH    1 2
 BG1404
 BG1404.Superseded values are not recommended for survey control.
 BG1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1404.See file dsdata.txt to determine how the superseded data were derived.
 BG1404
 BG1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV763014(NAD 83)
 BG1404_MARKER: DR = REFERENCE MARK DISK
 BG1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1404_STAMPING: ALPINE NO 1 1953
 BG1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1404+STABILITY: SURFACE MOTION
 BG1404
 BG1404  HISTORY     - Date     Condition        Report By
 BG1404  HISTORY     - 1953     MONUMENTED       CGS
 BG1404  HISTORY     - 1965     GOOD             NGS
 BG1404  HISTORY     - 1977     GOOD             FLDT
 BG1404  HISTORY     - 1988     GOOD             USPSQD
 BG1404  HISTORY     - 19950612 GOOD             USPSQD
 BG1404  HISTORY     - 19951206 GOOD             USPSQD
 BG1404
 BG1404                          STATION DESCRIPTION
 BG1404
 BG1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG1404'5.6 MI W FROM DE FUNIAK SPRINGS.
 BG1404'5.6 MILES W ALONG LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BG1404'STATION OR ALONG U.S. 90 HWY. FROM THE COURTHOUSE IN DE FUNIAK
 BG1404'SPRINGS, ON A RIDGE, ABOUT 0.1 MILE NW OF NO. 724 R.R. MILEPOST,
 BG1404'88.7 FEET ESE OF TRIANGULATION STATION ALPINE, 40-1/2 FEET N
 BG1404'OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 2.0 FEET HIGHER THAN
 BG1404'SAME, 1.4 FEET N OF STEEL WITNESS POST, AND PROJECTING 0.5
 BG1404'FOOT ABOVE GROUND.
 BG1404
 BG1404                          STATION RECOVERY (1977)
 BG1404
 BG1404'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BG1404'RECOVERED IN GOOD CONDITION.
 BG1404
 BG1404                          STATION RECOVERY (1988)
 BG1404
 BG1404'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDW)
 BG1404'RECOVERED IN GOOD CONDITION.
 BG1404
 BG1404                          STATION RECOVERY (1995)
 BG1404
 BG1404'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1404'RECOVERED IN GOOD CONDITION.
 BG1404
 BG1404                          STATION RECOVERY (1995)
 BG1404
 BG1404'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1405 ***********************************************************************
 BG1405  DESIGNATION -  ALPINE RM 2
 BG1405  PID         -  BG1405
 BG1405  STATE/COUNTY-  FL/WALTON
 BG1405  USGS QUAD   -  DE FUNIAK SPRINGS WEST (1987)
 BG1405
 BG1405                         *CURRENT SURVEY CONTROL
 BG1405  ___________________________________________________________________
 BG1405* NAD 83(1986)-  30 44 38.     (N)    086 12 09.     (W)     SCALED    
 BG1405* NAVD 88     -        83.739  (meters)     274.73   (feet)  ADJUSTED  
 BG1405  ___________________________________________________________________
 BG1405  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1405  DYNAMIC HT  -          83.631 (meters)     274.38  (feet)  COMP
 BG1405  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BG1405
 BG1405  VERT ORDER  -  FIRST     CLASS II
 BG1405
 BG1405.The horizontal coordinates were scaled from a topographic map and have
 BG1405.an estimated accuracy of +/- 6 seconds.
 BG1405
 BG1405.The orthometric height was determined by differential leveling
 BG1405.and adjusted by the National Geodetic Survey in June 1991..
 BG1405.WARNING-Repeat measurements at this control monument indicate possible
 BG1405.vertical movement.
 BG1405
 BG1405.The geoid height was determined by GEOID03.
 BG1405
 BG1405.The dynamic height is computed by dividing the NAVD 88
 BG1405.geopotential number by the normal gravity value computed on the
 BG1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1405.degrees latitude (g = 980.6199 gals.).
 BG1405
 BG1405.The modeled gravity was interpolated from observed gravity values.
 BG1405
 BG1405;                    North         East    Units  Estimated Accuracy
 BG1405;SPC FL N     -   194,530.      436,980.      MT  (+/- 180 meters Scaled)
 BG1405
 BG1405                          SUPERSEDED SURVEY CONTROL
 BG1405
 BG1405  NGVD 29 (??/??/92)   83.834  (m)          275.05   (f) ADJ UNCH    1 2
 BG1405
 BG1405.Superseded values are not recommended for survey control.
 BG1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1405.See file dsdata.txt to determine how the superseded data were derived.
 BG1405
 BG1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV763014(NAD 83)
 BG1405_MARKER: DR = REFERENCE MARK DISK
 BG1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1405_STAMPING: ALPINE NO 2 1953
 BG1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1405+STABILITY: SURFACE MOTION
 BG1405
 BG1405  HISTORY     - Date     Condition        Report By
 BG1405  HISTORY     - 1953     MONUMENTED       CGS
 BG1405  HISTORY     - 1965     GOOD             NGS
 BG1405  HISTORY     - 1977     GOOD             FLDT
 BG1405  HISTORY     - 1988     GOOD             USPSQD
 BG1405  HISTORY     - 19950612 GOOD             USPSQD
 BG1405  HISTORY     - 19951206 GOOD             USPSQD
 BG1405
 BG1405                          STATION DESCRIPTION
 BG1405
 BG1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG1405'5.6 MI W FROM DE FUNIAK SPRINGS.
 BG1405'5.6 MILES W ALONG LOUSIVILLE AND NASHVILLE RAILROAD FROM THE
 BG1405'STATION OR ALONG U.S. 90 HWY. FROM THE COURTHOUSE IN DE FUNIAK
 BG1405'SPRINGS, ON A RIDGE, 78.6 FEET W OF TRIANGULATION STATION ALPINE,
 BG1405'38-1/2 FEET N OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 0.8 FOOT
 BG1405'HIGHER THAN SAME, 23 FEET E OF TRIANGULAR BLAZED 10-INCH OAK
 BG1405'TREE, 1.1 FEET N OF A STEEL WITNESS POST, AND PROJECTING 0.4
 BG1405'FOOT ABOVE GROUND.
 BG1405
 BG1405                          STATION RECOVERY (1977)
 BG1405
 BG1405'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BG1405'RECOVERED IN GOOD CONDITION.
 BG1405
 BG1405                          STATION RECOVERY (1988)
 BG1405
 BG1405'RECOVERY NOTE BY US POWER SQUADRON 1988 (LDW)
 BG1405'RECOVERED IN GOOD CONDITION.
 BG1405
 BG1405                          STATION RECOVERY (1995)
 BG1405
 BG1405'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1405'RECOVERED IN GOOD CONDITION.
 BG1405
 BG1405                          STATION RECOVERY (1995)
 BG1405
 BG1405'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3522 ***********************************************************************
 BE3522  DESIGNATION -  ALTHA MUNICIPAL TANK
 BE3522  PID         -  BE3522
 BE3522  STATE/COUNTY-  FL/CALHOUN
 BE3522  USGS QUAD   -  ALTHA WEST (1994)
 BE3522
 BE3522                         *CURRENT SURVEY CONTROL
 BE3522  ___________________________________________________________________
 BE3522* NAD 83(1990)-  30 34 14.75985(N)    085 07 40.73723(W)     ADJUSTED  
 BE3522* NAVD 88     -                                                        
 BE3522  ___________________________________________________________________
 BE3522  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BE3522  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BE3522
 BE3522  HORZ ORDER  -  THIRD
 BE3522
 BE3522.The horizontal coordinates were established by classical geodetic methods
 BE3522.and adjusted by the National Geodetic Survey in May 1991..
 BE3522
 BE3522
 BE3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3522
 BE3522.The geoid height was determined by GEOID03.
 BE3522
 BE3522;                    North         East     Units Scale Factor Converg.
 BE3522;SPC FL N     -   174,283.870   539,759.958   MT  0.99997314   -0 18 56.1
 BE3522;SPC FL N     -   571,796.33  1,770,862.46   sFT  0.99997314   -0 18 56.1
 BE3522;UTM  16      - 3,383,525.635   679,525.132   MT  0.99999760   +0 57 08.5
 BE3522
 BE3522                          SUPERSEDED SURVEY CONTROL
 BE3522
 BE3522  NAD 83(1986)-  30 34 14.76386(N)    085 07 40.74249(W) AD(       ) 4
 BE3522  NAD 27      -  30 34 14.05909(N)    085 07 41.04087(W) AD(       ) 3
 BE3522
 BE3522.Superseded values are not recommended for survey control.
 BE3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3522.See file dsdata.txt to determine how the superseded data were derived.
 BE3522
 BE3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU7952583526(NAD 83)
 BE3522_MARKER: 53 = ELEVATED TANK
 BE3522
 BE3522  HISTORY     - Date     Condition        Report By
 BE3522  HISTORY     - 1964     FIRST OBSERVED   CGS
 BE3522  HISTORY     - 19961115 GOOD             USPSQD
 BE3522  HISTORY     - 20020531 GOOD             USPSQD
 BE3522
 BE3522                          STATION DESCRIPTION
 BE3522
 BE3522'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BE3522'STATION IS LOCATED IN THE CENTRAL PART OF THE SMALL TOWN OF
 BE3522'ALTHA, ON TOWN PROPERTY AND ON THE WEST SIDE OF STATE HIGHWAY 71
 BE3522'WHICH IS THE MAIN STREET IN THE TOWN.
 BE3522'
 BE3522'A STEEL TANK, SUPPORTED BY 4-STEEL TUBULAR LEGS, HAS A STEEL BALL
 BE3522'ON TOP AND TANK IS PAINTED SILVER IN COLOR.
 BE3522'
 BE3522'TANK IS ABOUT 130 FEET IN HEIGHT.
 BE3522'
 BE3522'POINT INTERSECTED, WAS THE STEEL BALL ON TOP.
 BE3522
 BE3522                          STATION RECOVERY (1996)
 BE3522
 BE3522'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3522'RECOVERED IN GOOD CONDITION.
 BE3522
 BE3522                          STATION RECOVERY (2002)
 BE3522
 BE3522'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE3522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3521 ***********************************************************************
 BE3521  DESIGNATION -  ALTHA RESET
 BE3521  PID         -  BE3521
 BE3521  STATE/COUNTY-  FL/CALHOUN
 BE3521  USGS QUAD   -  ALTHA WEST (1994)
 BE3521
 BE3521                         *CURRENT SURVEY CONTROL
 BE3521  ___________________________________________________________________
 BE3521* NAD 83(1990)-  30 32 12.97448(N)    085 08 06.27827(W)     ADJUSTED  
 BE3521* NAVD 88     -        60.9    (meters)     200.     (feet)  VERTCON   
 BE3521  ___________________________________________________________________
 BE3521  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BE3521  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BE3521
 BE3521  HORZ ORDER  -  FIRST
 BE3521
 BE3521.The horizontal coordinates were established by classical geodetic methods
 BE3521.and adjusted by the National Geodetic Survey in May 1991..
 BE3521
 BE3521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3521
 BE3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3521
 BE3521.The geoid height was determined by GEOID03.
 BE3521
 BE3521;                    North         East     Units Scale Factor Converg.
 BE3521;SPC FL N     -   170,537.431   539,058.504   MT  0.99996917   -0 19 08.9
 BE3521;SPC FL N     -   559,504.89  1,768,561.11   sFT  0.99996917   -0 19 08.9
 BE3521;UTM  16      - 3,379,764.503   678,906.704   MT  0.99999487   +0 56 52.1
 BE3521
 BE3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3521!SPC FL N     -   0.99999488  x   0.99996917  =   0.99996405
 BE3521!UTM  16      -   0.99999488  x   0.99999487  =   0.99998975
 BE3521
 BE3521:                Primary Azimuth Mark                     Grid Az
 BE3521:SPC FL N     -  ALTHA MUNICIPAL TANK                     010 36 17.3
 BE3521:UTM  16      -  ALTHA MUNICIPAL TANK                     009 20 16.3
 BE3521
 BE3521|---------------------------------------------------------------------|
 BE3521| PID    Reference Object                     Distance      Geod. Az  |
 BE3521|                                                           dddmmss.s |
 BE3521| BE3522 ALTHA MUNICIPAL TANK                APPROX. 3.8 KM 0101708.4 |
 BE3521| CW1731 ALTHA RM 3                           26.836 METERS 01950     |
 BE3521| CW1728 ALTHA AZ MK RESET                                  0405344.1 |
 BE3521| CW1727 ALTHA AZ MK                                        0462057.2 |
 BE3521| CW1732 ALTHA RM 4                           21.698 METERS 08928     |
 BE3521| BE3532 BLOUNTSTOWN MUNICIPAL TANK          APPROX.13.5 KM 1404039.8 |
 BE3521| CW1729 ALTHA RM 1                           29.471 METERS 17037     |
 BE3521| CW1730 ALTHA RM 2                           31.288 METERS 25523     |
 BE3521|---------------------------------------------------------------------|
 BE3521
 BE3521                          SUPERSEDED SURVEY CONTROL
 BE3521
 BE3521  NAD 83(1986)-  30 32 12.97856(N)    085 08 06.28369(W) AD(       ) 1
 BE3521  NAD 27      -  30 32 12.27100(N)    085 08 06.58100(W) AD(       ) 1
 BE3521  NGVD 29 (07/19/86)   61.0    (m)          200.     (f) VERT ANG       
 BE3521
 BE3521.Superseded values are not recommended for survey control.
 BE3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3521.See file dsdata.txt to determine how the superseded data were derived.
 BE3521
 BE3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU7890779765(NAD 83)
 BE3521_MARKER: DS = TRIANGULATION STATION DISK
 BE3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3521
 BE3521  HISTORY     - Date     Condition        Report By
 BE3521  HISTORY     - 1938     MONUMENTED       CGS
 BE3521  HISTORY     - 1964     SEE DESCRIPTION  CGS
 BE3521  HISTORY     - 1971     GOOD             NGS
 BE3521  HISTORY     - 19970106 MARK NOT FOUND   USPSQD
 BE3521
 BE3521                          STATION DESCRIPTION
 BE3521
 BE3521'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BE3521'THIS STATION IS LOCATED 2.5 MILES SOUTH-SOUTHWEST OF ALTHA AND 0.25
 BE3521'MILE WEST OF STATE HIGHWAY 6, ON PROPERTY OWNED BY
 BE3521'MR. J.J. EDDENFIELD.  STATION IS LOCATED 20.0 FEET WEST OF
 BE3521'EAST-WEST FENCE LINE EXTENDED FROM CORNER POST AT GATE, 23.0 FEET
 BE3521'SOUTH OF A RAIL FENCE, 100 FEET NORTH OF A WOODEN HOUSE, 24.5
 BE3521'FEET WEST OF CENTERLINE OF WOODS ROAD.  MARK PROJECTS 4 INCHES.
 BE3521'
 BE3521'TO REACH FROM ALTHA, GO SOUTH ON STATE HIGHWAY 6, FROM THE
 BE3521'POST OFFICE, FOR 1.7 MILES TO A T-ROAD RIGHT AND A SMALL STORE
 BE3521'BUILDING WITH A YELLOW GAS PUMP ON LEFT, ACROSS THE RAILROAD
 BE3521'TRACK.  CONTINUE ON STATE HIGHWAY 6 FOR 0.35 MILE TO A ROAD
 BE3521'RIGHT AT A MAIL BOX, TURN RIGHT ACROSS BRIDGE ON THIS ROAD AND
 BE3521'BEAR LEFT AT HOUSE THROUGH FIELD 0.25 MILE TO A GATE ON LEFT,
 BE3521'PASS THROUGH GATE AND GO SOUTH ABOUT 0.25 MILE ALONG A FENCE
 BE3521'LINE TO ANOTHER GATE AND STATION SITE 20 FEET TO RIGHT OF THIS
 BE3521'GATE.
 BE3521'
 BE3521'REFERENCE MARK NO. 1 IS LOCATED 96.69 FEET SOUTH-SOUTHEAST OF
 BE3521'THE STATION, 1 FOOT WEST OF NORTH-SOUTH FENCE LINE, 14.5 FEET
 BE3521'EAST OF CENTERLINE OF SAND ROAD, AND PROJECTS 4 INCHES.
 BE3521'
 BE3521'REFERENCE MARK NO. 2 IS LOCATED 102.65 FEET WEST-SOUTHWEST OF
 BE3521'THE STATION, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE, 56.8 FEET
 BE3521'NORTH OF WOODEN FENCE, 53.6 FEET SOUTH OF RAIL FENCE, AND
 BE3521'PROJECTS 3 INCHES.
 BE3521'
 BE3521'AZIMUTH MARK IS LOCATED 0.3 MILE NORTHEAST OF THE STATION AT
 BE3521'THE WOODEN BRIDGE ON STATE HIGHWAY 6 LEADING TO THE STATION,
 BE3521'53.3 FEET WEST OF CENTERLINE OF THE HIGHWAY, 47.5 FEET NORTH
 BE3521'OF CENTERLINE OF SAND ROAD LEADING TO A HOUSE, 39.4 FEET
 BE3521'WEST-NORTHWEST OF A MAIL BOX, AND PROJECTS 5 INCHES.
 BE3521'
 BE3521'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BE3521
 BE3521                          STATION RECOVERY (1964)
 BE3521
 BE3521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BE3521'STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE
 BE3521'RECOVERED.  AZIMUTH MARK WAS NOT RECOVERED.
 BE3521'
 BE3521'STATION SURFACE MARK AND BOTH REFERENCE MARKS HAD BEEN HIT BY
 BE3521'MACHINERY AND WERE OUT OF POSITION.
 BE3521'
 BE3521'STATION SUB-SURFACE MARK IS IN GOOD CONDITION.  A NEW STATION
 BE3521'SURFACE MARK WAS RESET, USING THE SUB-SURFACE MARK DISK
 BE3521'CENTER POINT.
 BE3521'
 BE3521'REFERENCE MARKS NUMBER 3 AND 4 AND AN AZIMUTH MARK HAVE ALSO
 BE3521'BEEN ESTABLISHED.
 BE3521'
 BE3521'MR. A.H. AYERS, NOW OWNS THE PROPERTY ON WHICH THE STATION IS
 BE3521'ESTABLISHED.  MR. AYERS LIVES 0.3 MILE NORTHEAST OF THE STATION,
 BE3521'ENROUTE TO THE STATION.
 BE3521'
 BE3521'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 BE3521'MONUMENTS.
 BE3521'
 BE3521'STATION MARK DISK IS STAMPED ALTHA 1938 1964 AND THE MARK IS FLUSH
 BE3521'WITH THE SURFACE OF THE GROUND.  IT IS WITHIN AN OPEN PASTURE,
 BE3521'300 FEET NORTH OF A LARGE BARN THAT IS INSIDE THE PASTURE AND 25
 BE3521'FEET WEST OF THE CENTER OF A WOOD GATE AND FIELD ROAD.
 BE3521'
 BE3521'REFERENCE MARK DISK NUMBER 3 IS STAMPED ALTHA NO 3 1938 1964
 BE3521'AND THE MARK PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 BE3521'GROUND.  IT IS 81 FEET NORTH OF THE WOOD GATE, 12 FEET WEST OF THE
 BE3521'CENTER OF THE FIELD ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCELINE
 BE3521'AND IS INSIDE THE PASTURE.
 BE3521'
 BE3521'REFERENCE MARK DISK NUMBER 4 IS STAMPED ALTHA NO 4 1938 1964
 BE3521'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 44
 BE3521'FEET EAST OF THE CENTER OF THE WOOD GATE, 1.4 FEET NORTH OF AN
 BE3521'EAST-WEST FENCELINE AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.
 BE3521'
 BE3521'AZIMUTH MARK DISK IS STAMPED ALTHA 1938 RESET 1964 AND THE MARK
 BE3521'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 95 FEET EAST OF
 BE3521'THE NORTHEAST CORNER OF THE FARM HOUSE OF MR. AYERS, 79.3 FEET
 BE3521'NORTHEAST OF THE CENTER OF A WOOD GATE, 4.7 FEET SOUTH OF AN
 BE3521'EAST-WEST FENCELINE, 29 FEET NORTH OF THE CENTER OF A FARM ROAD
 BE3521'AND 2.8 FEET SOUTH OF A METAL WITNESS POST.
 BE3521'
 BE3521'STATION IS REACHED FROM THE POST OFFICE IN ALTHA.  GO SOUTH ON
 BE3521'STATE HIGHWAY 71 FOR 2.2 MILES TO THE FARM ROAD WHICH LEADS TO
 BE3521'THE HOME OF MR. AYERS.  TURN RIGHT AND GO WEST, ON THE ROAD FOR
 BE3521'0.2 MILE TO A GATE AND MR. AYERS HOUSE.  PASS THROUGH THE GATE
 BE3521'AND CONTINUE WEST, ON THE ROAD FOR 0.2 MILE TO ANOTHER GATE AND
 BE3521'SMALL HOUSE.  PASS THROUGH THE GATE AND GO SOUTH ON FARM
 BE3521'ROAD FOR 0.15 MILE TO A WOOD GATE AND STATION ON THE RIGHT.
 BE3521'
 BE3521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BE3521
 BE3521                          STATION RECOVERY (1971)
 BE3521
 BE3521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CAA)
 BE3521'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK WERE
 BE3521'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO LACK OF DATA THE
 BE3521'DIRECTION TO THE AZIMUTH MARK COULD NOT BE CHECKED.  THE DIRECTION
 BE3521'BETWEEN REFERENCE MARKS 3 AND 4 CHECKED.  THE DISTANCE TO
 BE3521'REFERENCE MARK 3 CHECKED.  A LONGER DISTANCE OF .03 FEET OR .008
 BE3521'METERS WAS MEASURED TO REFERENCE MARK 4.  DUE TO DIFFERENT
 BE3521'DISTANCE IN THE TO REACH A COMPLETE NEW DESCRIPTION FOLLOWS.
 BE3521'
 BE3521'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST OF
 BE3521'MARIANNA, 8 MILES NORTHWEST OF BLOUNTSTOWN, 2-1/4 MILES SOUTH
 BE3521'OF ALTHA AND ON PROPERTY OWNED BY MR. A.H. AYERS AND HE LIVES
 BE3521'AT THE FARM HOUSE.
 BE3521'
 BE3521'TO REACH THE STATION FROM THE POST OFFICE IN ALTHA, GO SOUTH ON
 BE3521'STATE HIGHWAY 71 FOR 2.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 BE3521'AND GO WEST ON A FARM ROAD FOR 0.05 MILE TO MR. AYERS HOUSE
 BE3521'AND THE AZIMUTH MARK ON RIGHT.  PASS THROUGH GATE AND CONTINUE
 BE3521'WEST ON THE FARM ROAD FOR 0.15 MILE TO AN ABANDONED HOUSE.  TURN
 BE3521'LEFT AND GO SOUTH ON THE EAST SIDE OF A WIRE FENCE FOLLOWING
 BE3521'FARM ROAD FOR 0.15 MILE TO THE T FENCE CORNER AND STATION
 BE3521'AS DESCRIBED.
 BE3521'
 BE3521'STATION MARK IS A STANDARD DISK STAMPED ALTHA 1938 1964.  THE
 BE3521'SURFACE DISK IS SET IN THE TOP OF A 12 BY 12 INCH SQUARE
 BE3521'CONCRETE MONUMENT THAT IS SET 1-INCH BELOW THE SURFACE OF
 BE3521'THE GROUND.  IT IS 216 FEET NORTH OF A CEDAR TREE, 28 FEET
 BE3521'WEST OF THE CENTER OF GATE,
 BE3521'21 FEET WEST OF A T-FENCE CORNER AND 4 FEET SOUTH OF A WIRE
 BE3521'FENCE.
 BE3521'
 BE3521'REFERENCE MARK 3, A STANDARD DISK STAMPED ALTHA NO 3 1938 1964,
 BE3521'IS SET IN THE TOP OF A 12 BY 12 INCH SQUARE CONCRETE MONUMENT THAT
 BE3521'PROJECTS 1 INCH.  IT IS 81.5 FEET NORTH OF THE FENCE CORNER, 11
 BE3521'FEET WEST OF THE CENTER OF FARM ROAD AND 1 FOOT WEST OF A
 BE3521'WIRE FENCE.
 BE3521'
 BE3521'REFERENCE MARK 4, A STANDARD DISK STAMPED ALTHA NO 4 1938 1964,
 BE3521'IS SET IN THE TOP OF A 12 BY 12 INCH SQUARE CONCRETE MONUMENT
 BE3521'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET
 BE3521'EAST OF THE CENTER OF THE GATE, AND 1.5 FEET NORTH OF THE
 BE3521'WIRE FENCE.
 BE3521'
 BE3521'AZIMUTH MARK, A STANDARD DISK STAMPED ALTHA 1938 RESET 1964,
 BE3521'IS SET IN THE TOP OF A 12 BY 12 INCH SQUARE CONCRETE MONUMENT
 BE3521'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 84.6
 BE3521'FEET EAST OF THE NORTHEAST CORNER OF MR. AYERS HOUSE, 82 FEET
 BE3521'NORTHEAST OF A WOODEN GATE, 47 FEET EAST OF A POWER LINE,
 BE3521'28 FEET NORTH OF THE CENTER OF FARM ROAD, 6 FEET SOUTH OF
 BE3521'A WIRE FENCE AND 3 FEET SOUTH OF A METAL WITNESS POST.
 BE3521'
 BE3521'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 BE3521'
 BE3521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BE3521'2-1/4 MILES SOUTH OF ALTHA.
 BE3521
 BE3521                          STATION RECOVERY (1997)
 BE3521
 BE3521'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE3521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7649 ***********************************************************************
 AD7649  DESIGNATION -  ALVA
 AD7649  PID         -  AD7649
 AD7649  STATE/COUNTY-  FL/HENDRY
 AD7649  USGS QUAD   -  ALVA (1973)
 AD7649
 AD7649                         *CURRENT SURVEY CONTROL
 AD7649  ___________________________________________________________________
 AD7649* NAD 83(1999)-  26 42 33.09433(N)    081 33 59.23387(W)     ADJUSTED  
 AD7649* NAVD 88     -         2.939  (meters)       9.64   (feet)  ADJUSTED  
 AD7649  ___________________________________________________________________
 AD7649  X           -     836,183.247 (meters)                     COMP
 AD7649  Y           -  -5,639,770.956 (meters)                     COMP
 AD7649  Z           -   2,849,459.070 (meters)                     COMP
 AD7649  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AD7649  ELLIP HEIGHT-         -21.54  (meters)          (07/06/01) GPS OBS
 AD7649  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AD7649  DYNAMIC HT  -           2.935 (meters)       9.63  (feet)  COMP
 AD7649  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 AD7649
 AD7649  HORZ ORDER  -  FIRST
 AD7649  VERT ORDER  -  FIRST     CLASS II
 AD7649  ELLP ORDER  -  FOURTH    CLASS II
 AD7649
 AD7649.The horizontal coordinates were established by GPS observations
 AD7649.and adjusted by the National Geodetic Survey in July 2001..
 AD7649
 AD7649.The orthometric height was determined by differential leveling
 AD7649.and adjusted by the National Geodetic Survey in September 1992..
 AD7649
 AD7649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7649
 AD7649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7649
 AD7649.The ellipsoidal height was determined by GPS observations
 AD7649.and is referenced to NAD 83.
 AD7649
 AD7649.The geoid height was determined by GEOID03.
 AD7649
 AD7649.The dynamic height is computed by dividing the NAVD 88
 AD7649.geopotential number by the normal gravity value computed on the
 AD7649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7649.degrees latitude (g = 980.6199 gals.).
 AD7649
 AD7649.The modeled gravity was interpolated from observed gravity values.
 AD7649
 AD7649;                    North         East     Units Scale Factor Converg.
 AD7649;SPC FL E     -   263,309.390   143,635.547   MT  0.99998038   -0 15 16.6
 AD7649;SPC FL E     -   863,874.22    471,244.29   sFT  0.99998038   -0 15 16.6
 AD7649;SPC FL W     -   263,257.516   243,139.423   MT  0.99996414   +0 11 41.5
 AD7649;SPC FL W     -   863,704.03    797,699.92   sFT  0.99996414   +0 11 41.5
 AD7649;UTM  17      - 2,954,351.532   443,654.779   MT  0.99963919   -0 15 16.6
 AD7649
 AD7649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7649!SPC FL E     -   1.00000338  x   0.99998038  =   0.99998376
 AD7649!SPC FL W     -   1.00000338  x   0.99996414  =   0.99996752
 AD7649!UTM  17      -   1.00000338  x   0.99963919  =   0.99964257
 AD7649
 AD7649|---------------------------------------------------------------------|
 AD7649| PID    Reference Object                     Distance      Geod. Az  |
 AD7649|                                                           dddmmss.s |
 AD7649| CW8399 ALVA RM 2                            32.114 METERS 08450     |
 AD7649| CW8396 ALVA AZ MK                                         0862044.6 |
 AD7649| CW8397 ALVA AZ MK RESET                                   2682344.2 |
 AD7649| CW8398 ALVA RM 1                            29.614 METERS 35446     |
 AD7649|---------------------------------------------------------------------|
 AD7649
 AD7649                          SUPERSEDED SURVEY CONTROL
 AD7649
 AD7649  NAD 83(1990)-  26 42 33.09116(N)    081 33 59.23413(W) AD(       ) 1
 AD7649  ELLIP H (11/12/93)  -21.45   (m)                       GP(       ) 4 1
 AD7649  NAD 83(1990)-  26 42 33.09116(N)    081 33 59.23413(W) AD(       ) 2
 AD7649  NAD 83(1986)-  26 42 33.09151(N)    081 33 59.24786(W) AD(       ) 2
 AD7649  NAD 27      -  26 42 31.84628(N)    081 33 59.96348(W) AD(       ) 2
 AD7649  NAVD 88 (11/12/93)    2.94   (m)            9.6    (f) LEVELING    3  
 AD7649  NGVD 29 (09/01/92)    3.319  (m)           10.89   (f) ADJUSTED    1 2
 AD7649
 AD7649.Superseded values are not recommended for survey control.
 AD7649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7649.See file dsdata.txt to determine how the superseded data were derived.
 AD7649
 AD7649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4365554352(NAD 83)
 AD7649_MARKER: DS = TRIANGULATION STATION DISK
 AD7649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7649_SP_SET: CONCRETE POST
 AD7649_STAMPING: ALVA 1937
 AD7649_MARK LOGO: CGS   
 AD7649_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7649+STABILITY: SURFACE MOTION
 AD7649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7649+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 AD7649
 AD7649  HISTORY     - Date     Condition        Report By
 AD7649  HISTORY     - 1937     MONUMENTED       CGS
 AD7649  HISTORY     - 1937     GOOD             CGS
 AD7649  HISTORY     - 1942     GOOD             CGS
 AD7649  HISTORY     - 1959     GOOD             CGS
 AD7649  HISTORY     - 1959     GOOD             CGS
 AD7649  HISTORY     - 1970     GOOD             NGS
 AD7649  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AD7649  HISTORY     - 19920401 GOOD             NGS
 AD7649  HISTORY     - 19920917 GOOD             DENI
 AD7649  HISTORY     - 20040826 GOOD             JCLS
 AD7649
 AD7649                          STATION DESCRIPTION
 AD7649
 AD7649'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RAE)
 AD7649'THE STATION IS ON STATE HIGHWAY 25, APPROXIMATELY ON THE LEE-HENDRY
 AD7649'COUNTY LINE, 8-1/2 MILES WEST-SOUTHWEST OF LA BELLE, 2.75 MILES
 AD7649'EAST ALONG HIGHWAY 25 FROM THE IGA STORE AND TEXACO GAS STATION AT
 AD7649'ALVA, APPROXIMATELY 0.4 MILE SOUTH OF THE DREDGED WATERWAY ALONG
 AD7649'THE CALOOSAHATCHEE RIVER.  IT LIES 59.0 FEET SOUTH-SOUTHWEST OF
 AD7649'THE CENTERLINE OF THE HIGHWAY, 34.0 FEET SOUTHWEST OF A TELEPHONE
 AD7649'POLE, AND 46.5 FEET SOUTH OF THE COUNTY-LINE MARKER WHICH STANDS
 AD7649'ON THE SOUTH SIDE OF THE ROAD.  IT IS 19.0 FEET SOUTHEAST OF A
 AD7649'LAND CORNER WHICH IS MARKED BY A 4- BY 4-INCH WOODEN POST LETTERED
 AD7649'XXX ITS EAST FACE, XXV ON ITS WEST FACE, AND HAS THE NUMERALS 50
 AD7649'ON IT NORTH FACE.
 AD7649'
 AD7649'REFERENCE MARK NO. 1 IS 97.16 FEET NORTH-NORTHWEST OF THE STATION
 AD7649'AND LIES DIRECTLY ACROSS THE HIGHWAY, 50 FEET NORTH-NORTHWEST OF
 AD7649'THE CENTERLINE.  MARK PROJECTS 6 INCHES.
 AD7649'
 AD7649'REFERENCE MARK NO. 2 IS 105.54 FEET EAST OF THE STATION, AND
 AD7649'32.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  MARK
 AD7649'PROJECTS 6 INCHES.
 AD7649'
 AD7649'TO REACH FROM LA BELLE COURTHOUSE, GO SOUTHWEST AND WEST ON
 AD7649'STATE HIGHWAY 25 FOR 9.30 MILES TO THE COUNTY LINE AND STATION ON
 AD7649'LEFT.
 AD7649'
 AD7649'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 42.0 FEET
 AD7649'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND LIES ALONG
 AD7649'THE FENCE LINE WHICH PARALLELS THE HIGHWAY.
 AD7649'
 AD7649'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AD7649'BRONZE DISKS SET.
 AD7649'
 AD7649'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 AD7649
 AD7649                          STATION RECOVERY (1937)
 AD7649
 AD7649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 AD7649'RECOVERED IN GOOD CONDITION.
 AD7649
 AD7649                          STATION RECOVERY (1942)
 AD7649
 AD7649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KGC)
 AD7649'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND DISTANCES
 AD7649'TO REFERENCE MARKS REMEASURED AND VERIFIED WITH THE EXCEPTIONS
 AD7649'NOTED BELOW--
 AD7649'
 AD7649'1.  9.35 MILES WSW OF LA BELLE INSTEAD OF 8-1/2 MILES WSW OF LA
 AD7649'BELLE.
 AD7649'
 AD7649'2.  (R.M.1) 39 FEET NNW OF THE CENTER LINE INSTEAD OF 50 FEET
 AD7649'NNW OF THE CENTER LINE.
 AD7649'
 AD7649'3.  (R.M. 2) 105.35 FEET E OF THE STATION INSTEAD OF 105.54 FEET
 AD7649'E OF THE STATION.
 AD7649'
 AD7649'4.  (R.M. 2) 50 FEET SSW OF THE CENTER LINE INSTEAD OF 32.0 FEET
 AD7649'SSW OF THE CENTER LINE.
 AD7649'
 AD7649'5.  (AZIMUTH MARK) 48 FEET NNW OF THE CENTER LINE OF THE HIGHWAY
 AD7649'INSTEAD OF 42.0 FEET NNW OF THE CENTER LINE OF THE HIGHWAY.
 AD7649'
 AD7649'6.  DELETE TEXACO.
 AD7649'
 AD7649'REFERENCE MARKS STAMPED WITH NAME, NUMBER AND YEAR (1937).
 AD7649'
 AD7649'DISTANCE FROM R.M. 1 TO R.M. 2 IS 143.42 FEET.
 AD7649
 AD7649                          STATION RECOVERY (1959)
 AD7649
 AD7649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7649'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 AD7649'GOOD CONDITION.
 AD7649'
 AD7649'THE 1959 DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT IT SHOULD
 AD7649'READ 23.3 FEET SOUTHWEST OF A TELEPHONE POLE INSTEAD OF 3 FEET
 AD7649'SOUTHWEST OF A TELEPHONE POLE.
 AD7649
 AD7649                          STATION RECOVERY (1959)
 AD7649
 AD7649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7649'THIS STATION WAS RECOVERED IN MAY 1959.  THE STATION, R.M. 1 AND
 AD7649'R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS AT THE
 AD7649'EDGE OF A CULTIVATED FIELD AND WAS IN DANGER OF BEING DESTROYED.
 AD7649'IT WAS RESET.
 AD7649'
 AD7649'THE STATION IS LOCATED ABOUT 9.5 MILES WEST OF THE COURTHOUSE AT
 AD7649'LABELLE, 14 FT. EAST OF THE HENDRY AND LEE COUNTY LINE, 58 FT. SOUTH
 AD7649'OF THE CENTER LINE OF STATE HIGHWAY 80, 46 FT. NORTH NORTHWEST OF
 AD7649'THE NORTHWEST CORNER OF A SMALL FRAME HOUSE, 15 FT. NORTHEAST OF A
 AD7649'POWER POLE, 17 FT. NORTHEAST OF A FENCE CORNER, 8 FT. WEST OF THE
 AD7649'CENTER LINE OF A PRIVATE DRIVEWAY, 3 FT. SOUTHWEST OF A
 AD7649'TELEPHONE POLE, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AD7649'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AD7649'ALVA 1937.
 AD7649'
 AD7649'R.M. 1 IS 97.164 FT. OR 29.616 METERS NORTH OF THE STATION, 38
 AD7649'FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 35 FT. SOUTH OF A POWER
 AD7649'POLE, A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 AD7649'POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND, STAMPED ALVA NO 1
 AD7649'1937.
 AD7649'
 AD7649'R.M. 2 IS 105.361 FT. OR 32.113 METERS EAST OF THE STATION, 51
 AD7649'FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 90 FT. WEST OF A
 AD7649'TELEPHONE POLE, 86 FT. EAST OF A TELEPHONE POLE, 43 FT. EAST
 AD7649'OF A FENCE CORNER, 1 FT. SOUTH OF A FENCE, A REFERENCE MARK DISK
 AD7649'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.4 FT.
 AD7649'ABOVE THE GROUND, STAMPED ALVA NO 2 1937.
 AD7649'
 AD7649'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 69 FT. SOUTH OF
 AD7649'THE CENTER LINE OF STATE HIGHWAY 80, 28 FT. EAST OF THE EAST END OF
 AD7649'A STEEL GATE, 53 FT. SOUTHWEST OF THE WEST END OF THE SOUTH
 AD7649'CONCRETE HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT, 21.5 FT. EAST
 AD7649'OF A FENCE CORNER, 2.5 FT. NORTH OF A FENCE, 2.0 FT. EAST OF A
 AD7649'STEEL WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 AD7649'SQUARE CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND
 AD7649'STAMPED ALVA 1934 RESET 1959.
 AD7649'
 AD7649'TO REACH THE STATION FROM THE COURTHOUSE AT LA BELLE, GO 9.5 MILES
 AD7649'WEST ALONG STATE HIGHWAY 80 TO A SMALL FRAME HOUSE AND THE
 AD7649'STATION ON THE LEFT.
 AD7649
 AD7649                          STATION RECOVERY (1970)
 AD7649
 AD7649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AD7649'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO. 1
 AD7649'AND 2 WERE FOUND DESTROYED.  AZIMUTH MARK SEARCHED FOR BUT NOT
 AD7649'FOUND AND APPEARS DESTROYED BY GRADER OPERATIONS.  REFERENCE MARKS
 AD7649'NO. 3 AND 4 WERE SET.  THERE ARE NO OBJECTS VISIBLE FROM GROUND
 AD7649'LEVEL AT THE STATION TO ESTABLISH A NEW AZIMUTH MARK.
 AD7649'
 AD7649'A NEW DESCRIPTION FOLLOWS--
 AD7649'
 AD7649'STATION IS LOCATED ALONG STATE HIGHWAY 80 ABOUT 9-1/2 MILES
 AD7649'SOUTHWEST OF LA BELL, ABOUT 3 MILES EAST OF ALVA AND AT THE
 AD7649'LEE-HENDRY COUNTY LINE.  STATION, A STANDARD DISK SET IN THE TOP
 AD7649'OF A SQUARE CONCRETE POST AND STAMPED ALVA 1937, IS 59 FEET SOUTH
 AD7649'OF THE CENTERLINE OF STATE HIGHWAY 80, 47 FEET NORTH-NORTHWEST OF
 AD7649'THE NORTHWEST CORNER OF HOUSE, 21 FEET SOUTHWEST OF A TELEPHONE
 AD7649'POLE, 6 FEET NORTHEAST OF A POWERLINE POLE, 9-1/2 FEET
 AD7649'NORTHEAST OF WITNESS POST AND 4 FEET WEST OF THE WEST EDGE OF
 AD7649'DRIVEWAY.  THE MARK IS FLUSH WITH THE GROUND.
 AD7649'
 AD7649'TO REACH FROM THE COURTHOUSE IN LA BELLE, GO WESTERLY ON STATE
 AD7649'HIGHWAY 80 FOR 9.3 MILES TO LEE-HENDRY COUNTY LINE AND STATION
 AD7649'ON LEFT AS DESCRIBED.
 AD7649'
 AD7649'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A SQUARE
 AD7649'CONCRETE POST AND STAMPED ALVA 1937 NO 3 1970, IS 37-1/2 FEET
 AD7649'NORTH OF THE CENTERLINE OF STATE HIGHWAY 80, 34-1/2 FEET SOUTH
 AD7649'OF A POWERLINE POLE, 31-1/2 FEET EAST OF DRIVEWAY, 17-1/2 FEET
 AD7649'NORTH OF COUNTY LINE SIGN AND 1 FOOT WEST OF A WITNESS POST.  THE
 AD7649'MARK PROJECTS 4 INCHES.
 AD7649'
 AD7649'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A SQUARE
 AD7649'CONCRETE POST AND STAMPED ALVA 1934 NO 4 1970, IS 102 FEET EAST
 AD7649'OF THE CENTER OF DRIVEWAY, 92 FEET EAST OF A TELEPHONE POLE, 51-1/2
 AD7649'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 80 AND 1 FOOT SOUTH
 AD7649'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 AD7649'
 AD7649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AD7649'ABOUT 3 MILES EAST ALVA.
 AD7649
 AD7649                          STATION RECOVERY (1986)
 AD7649
 AD7649'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO)
 AD7649'MARK NOT FOUND.
 AD7649
 AD7649                          STATION RECOVERY (1992)
 AD7649
 AD7649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD7649'15.1 KM (9.40 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD7649'COURTHOUSE IN LA BELLE, 29.6 M (97.1 FT) SOUTH OF REFERENCE MARK 3,
 AD7649'18.1 M (59.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.4 M (47.2 FT)
 AD7649'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 7995, 6.7 M (22.0
 AD7649'FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 1613, 4.5 M
 AD7649'(14.8 FT) NORTHEAST OF UTILITY POLE NUMBER 5 7822 3069, 4.0 M (13.1
 AD7649'FT) NORTHEAST OF A WITNESS POST, 1.5 M (4.9 FT) WEST OF THE CENTER OF
 AD7649'A DRIVEWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AD7649'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD7649
 AD7649                          STATION RECOVERY (1992)
 AD7649
 AD7649'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD7649'RECOVERED IN GOOD CONDITION.
 AD7649
 AD7649                          STATION RECOVERY (2004)
 AD7649
 AD7649'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 AD7649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8289 ***********************************************************************
 AD8289  DESIGNATION -  ALVA RM 3
 AD8289  PID         -  AD8289
 AD8289  STATE/COUNTY-  FL/LEE
 AD8289  USGS QUAD   -  ALVA (1973)
 AD8289
 AD8289                         *CURRENT SURVEY CONTROL
 AD8289  ___________________________________________________________________
 AD8289* NAD 83(1986)-  26 42 32.     (N)    081 33 58.     (W)     SCALED    
 AD8289* NAVD 88     -         2.934  (meters)       9.63   (feet)  ADJUSTED  
 AD8289  ___________________________________________________________________
 AD8289  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AD8289  DYNAMIC HT  -           2.930 (meters)       9.61  (feet)  COMP
 AD8289  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 AD8289
 AD8289  VERT ORDER  -  FIRST     CLASS II
 AD8289
 AD8289.The horizontal coordinates were scaled from a topographic map and have
 AD8289.an estimated accuracy of +/- 6 seconds.
 AD8289
 AD8289.The orthometric height was determined by differential leveling
 AD8289.and adjusted by the National Geodetic Survey in September 1992..
 AD8289
 AD8289.The geoid height was determined by GEOID03.
 AD8289
 AD8289.The dynamic height is computed by dividing the NAVD 88
 AD8289.geopotential number by the normal gravity value computed on the
 AD8289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8289.degrees latitude (g = 980.6199 gals.).
 AD8289
 AD8289.The modeled gravity was interpolated from observed gravity values.
 AD8289
 AD8289;                    North         East    Units  Estimated Accuracy
 AD8289;SPC FL W     -   263,220.      243,170.      MT  (+/- 180 meters Scaled)
 AD8289
 AD8289                          SUPERSEDED SURVEY CONTROL
 AD8289
 AD8289  NGVD 29 (09/01/92)    3.314  (m)           10.87   (f) ADJUSTED    1 2
 AD8289
 AD8289.Superseded values are not recommended for survey control.
 AD8289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8289.See file dsdata.txt to determine how the superseded data were derived.
 AD8289
 AD8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK436543(NAD 83)
 AD8289_MARKER: DR = REFERENCE MARK DISK
 AD8289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8289_SP_SET: CONCRETE POST
 AD8289_STAMPING: ALVA 1937 NO 3 1970
 AD8289_MARK LOGO: CGS   
 AD8289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8289+STABILITY: SURFACE MOTION
 AD8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8289+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 AD8289
 AD8289  HISTORY     - Date     Condition        Report By
 AD8289  HISTORY     - 1970     MONUMENTED       NGS
 AD8289  HISTORY     - 19920401 GOOD             NGS
 AD8289
 AD8289                          STATION DESCRIPTION
 AD8289
 AD8289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8289'15.1 KM (9.40 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD8289'COURTHOUSE IN LA BELLE, 29.6 M (97.1 FT) NORTH OF TRIANGULATION
 AD8289'STATION ALVA, 11.7 M (38.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.0 M
 AD8289'(16.4 FT) SOUTH OF A FENCE CORNER, 5.0 M (16.4 FT) EAST OF THE CENTER
 AD8289'OF A FIELD ENTRANCE ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8289'HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 AD8289'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8936 ***********************************************************************
 DG8936  DESIGNATION -  ALYSA
 DG8936  PID         -  DG8936
 DG8936  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8936  USGS QUAD   -  CITRUS PARK (1987)
 DG8936
 DG8936                         *CURRENT SURVEY CONTROL
 DG8936  ___________________________________________________________________
 DG8936* NAD 83(1999)-  28 05 09.37281(N)    082 35 57.00215(W)     ADJUSTED  
 DG8936* NAVD 88     -        10.9    (meters)      36.     (feet)  GPS OBS   
 DG8936  ___________________________________________________________________
 DG8936  X           -     725,358.798 (meters)                     COMP
 DG8936  Y           -  -5,584,317.921 (meters)                     COMP
 DG8936  Z           -   2,984,904.035 (meters)                     COMP
 DG8936  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DG8936  ELLIP HEIGHT-         -14.17  (meters)          (12/06/04) GPS OBS
 DG8936  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 DG8936
 DG8936  HORZ ORDER  -  FIRST
 DG8936  ELLP ORDER  -  FOURTH    CLASS I
 DG8936
 DG8936.The horizontal coordinates were established by GPS observations
 DG8936.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8936
 DG8936.The orthometric height was determined by GPS observations and a
 DG8936.high-resolution geoid model.
 DG8936
 DG8936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8936
 DG8936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8936
 DG8936.The ellipsoidal height was determined by GPS observations
 DG8936.and is referenced to NAD 83.
 DG8936
 DG8936.The geoid height was determined by GEOID03.
 DG8936
 DG8936;                    North         East     Units Scale Factor Converg.
 DG8936;SPC FL W     -   415,876.924   141,114.472   MT  0.99998396   -0 16 55.5
 DG8936;SPC FL W     - 1,364,422.87    462,973.06   sFT  0.99998396   -0 16 55.5
 DG8936;UTM  17      - 3,107,754.575   342,879.316   MT  0.99990470   -0 45 10.9
 DG8936
 DG8936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8936!SPC FL W     -   1.00000223  x   0.99998396  =   0.99998619
 DG8936!UTM  17      -   1.00000223  x   0.99990470  =   0.99990693
 DG8936
 DG8936                          SUPERSEDED SURVEY CONTROL
 DG8936
 DG8936.No superseded survey control is available for this station.
 DG8936
 DG8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4287907755(NAD 83)
 DG8936_MARKER: DD = SURVEY DISK
 DG8936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8936_STAMPING: ALYSSA 2000
 DG8936_MARK LOGO: FL-057
 DG8936_PROJECTION: RECESSED 25 CENTIMETERS
 DG8936_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8936+STABILITY: SURFACE MOTION
 DG8936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8936+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2001
 DG8936
 DG8936  HISTORY     - Date     Condition        Report By
 DG8936  HISTORY     - 20010110 MONUMENTED       FL-057
 DG8936
 DG8936                          STATION DESCRIPTION
 DG8936
 DG8936'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8936'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA,  ABOUT 12.0
 DG8936'MILES NORTHWEST OF THE CITY OF TAMPA, 0.75 MILES NORTH  WEST OF THE
 DG8936'TOWN OF CITRUS PARK. IN SECTION 34 TOWNSHIP 27 SOUTH,  RANGE 17 EAST.
 DG8936'OWNERSHIP--HILLSBOROUGH COUNTY                                     TO
 DG8936'REACH THE STATION FROM THE INTERSECTION OF RACE TRACK RD. AND  SOUTH
 DG8936'MOBLEY RD. GO EAST ON SOUTH MOBLEY RD FOR 0.85 MILES TO THE  DIRT RD.
 DG8936'ON THE NORTH SIDE OF SOUTH MOBLEY RD. LEADING TO THE  ENTRANCE GATE OF
 DG8936'LAKE ROGERS PARK NORTHWEST EQUESTERAIN TRAIL  SITE. STATION IS 250.0
 DG8936'FT +/- NORTH OF SOUTH MOBLEY RD. AND 75.0 FT +/- EAST  OF DIRT RD. THE
 DG8936'STATION IS A 24 INCH ROUND CONCRETE MONUMENT. RECESSED 10  INCHES
 DG8936'BELOW THE GROUND.
 DG8936' 
 DG8936'3.0 FT WEST OF A METAL WITNESS POST AND HILLSBOROUGH COUNTY SIGN. 60.0
 DG8936'FT NORTHEAST OF A NAIL AND HILLS COUNTY DISK IN THE NORTH FACE  OF A 6
 DG8936'INCH SCRUB OAK TREE. 88.5 FT SOUTHEAST OF A WOOD POWER POLE
 DG8936'20666/46427 AND 20666/46429. 134.0 FT +/- NORTHEAST OF THE ENTRANCE TO
 DG8936'LAKE ROGERS PARK  NORTHWEST EQUESTERIAN TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4054 ***********************************************************************
 AC4054  DESIGNATION -  ALYWARD
 AC4054  PID         -  AC4054
 AC4054  STATE/COUNTY-  FL/MIAMI-DADE
 AC4054  USGS QUAD   -  HIALEAH SW (1988)
 AC4054
 AC4054                         *CURRENT SURVEY CONTROL
 AC4054  ___________________________________________________________________
 AC4054* NAD 83(1990)-  25 49 35.30126(N)    080 23 09.17738(W)     ADJUSTED  
 AC4054* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 AC4054  ___________________________________________________________________
 AC4054  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AC4054  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AC4054
 AC4054  HORZ ORDER  -  FIRST
 AC4054
 AC4054.The horizontal coordinates were established by classical geodetic methods
 AC4054.and adjusted by the National Geodetic Survey in May 1991..
 AC4054
 AC4054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC4054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC4054
 AC4054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4054
 AC4054.The geoid height was determined by GEOID03.
 AC4054
 AC4054;                    North         East     Units Scale Factor Converg.
 AC4054;SPC FL E     -   165,535.207   261,571.193   MT  0.99998797   +0 16 03.2
 AC4054;SPC FL E     -   543,093.42    858,171.49   sFT  0.99998797   +0 16 03.2
 AC4054;UTM  17      - 2,856,610.709   561,550.185   MT  0.99964678   +0 16 03.2
 AC4054
 AC4054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4054!SPC FL E     -   1.00000362  x   0.99998797  =   0.99999159
 AC4054!UTM  17      -   1.00000362  x   0.99964678  =   0.99965040
 AC4054
 AC4054:                Primary Azimuth Mark                     Grid Az
 AC4054:SPC FL E     -  PENNSUCO CEMENT CO S STACK               014 23 16.6
 AC4054:UTM  17      -  PENNSUCO CEMENT CO S STACK               014 23 16.6
 AC4054
 AC4054|---------------------------------------------------------------------|
 AC4054| PID    Reference Object                     Distance      Geod. Az  |
 AC4054|                                                           dddmmss.s |
 AC4054| AC4039 PENNSUCO CEMENT CO S STACK          APPROX. 5.4 KM 0143919.8 |
 AC4054| CV7475 ALYWARD AZ MK                                      1823530.8 |
 AC4054| AC4053 T53S R40E SEC 18 SW COR              42.102 METERS 19106     |
 AC4054| CV7476 ALYWARD RM 1                         24.442 METERS 19618     |
 AC4054| AC4050 MIAMI RAD STA WWOK C MAST           APPROX. 6.9 KM 2110435.9 |
 AC4054| AC4048 DADE CO PUB SAFETY RADIO MAST       APPROX.11.4 KM 2324056.5 |
 AC4054| AC4049 TRAIL GLADE LOT                     APPROX.11.4 KM 2330626.8 |
 AC4054| AC4057 MIAMI ATT MICROWAVE KJH             APPROX.11.1 KM 2982354.5 |
 AC4054| CV7477 ALYWARD RM 2                         23.707 METERS 33619     |
 AC4054|---------------------------------------------------------------------|
 AC4054
 AC4054                          SUPERSEDED SURVEY CONTROL
 AC4054
 AC4054  NAD 83(1986)-  25 49 35.30227(N)    080 23 09.18072(W) AD(       ) 1
 AC4054  NAD 27      -  25 49 33.95095(N)    080 23 09.98941(W) AD(       ) 1
 AC4054  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 AC4054
 AC4054.Superseded values are not recommended for survey control.
 AC4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4054.See file dsdata.txt to determine how the superseded data were derived.
 AC4054
 AC4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6155056611(NAD 83)
 AC4054_MARKER: DS = TRIANGULATION STATION DISK
 AC4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AC4054
 AC4054  HISTORY     - Date     Condition        Report By
 AC4054  HISTORY     - 1971     MONUMENTED       NGS
 AC4054
 AC4054                          STATION DESCRIPTION
 AC4054
 AC4054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA)
 AC4054'STATION IS ABOUT 6 MILES WEST OF MIAMI SPRINGS, 4-1/2 MILES NORTH
 AC4054'OF SWEETWATER, AT THE INTERSECTION OF NW 58 STREET AND SW 117
 AC4054'AVENUE AND ON PROPERTY OWNED BY DADE COUNTY.
 AC4054'
 AC4054'TO REACH THE STATION FROM THE SW 107 AVENUE BRIDGE OVER CANAL C-4
 AC4054'IN SWEETWATER, GO WEST ON SW 7 TERRACE ALONG THE NORTH SIDE OF THE
 AC4054'CANAL FOR 0.9 MILE TO THE END OF THE PAVEMENT.  CONTINUE WEST ON
 AC4054'SW 7 TERRACE (GRAVELED ROAD) FOR 0.15 MILE TO WHERE THE ROAD TURNS
 AC4054'RIGHT AND GOES NORTH ALONG THE EAST SIDE OF A CANAL.  TURN RIGHT
 AC4054'AND GO NORTH ON SW 117 AVENUE FOR 0.45 MILE TO THE JUNCTION OF W
 AC4054'FLAGLER STREET.  CONTINUE NORTH ON SW 117 AVENUE FOR 2.0 MILES
 AC4054'TO A T JUNCTION.  TURN LEFT, CROSSING THE CANAL THEN BEAR RIGHT
 AC4054'AND GO NORTH ALONG THE WEST SIDE OF THE CANAL FOR 1.95 MILES TO
 AC4054'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  (THIS IS ABOUT
 AC4054'0.05 MILE BEFORE REACHING A SIDE ROAD RIGHT).  CONTINUE NORTH
 AC4054'ON SW 117 AVENUE FOR 0.15 MILE TO THE END OF SW 117 AVENUE,
 AC4054'A DIRT FILL CROSSING THE CANAL ON THE RIGHT AND A ROAD
 AC4054'LEADING EAST (THIS IS NW 58 STREET).  TURN RIGHT, CROSSING THE
 AC4054'CANAL THENCE A SHARP LEFT AND GO NORTH ON THE EAST SIDE OF THE
 AC4054'CANAL FOR ABOUT 130 FEET TO THE STATION ON THE RIGHT AS
 AC4054'DESCRIBED.
 AC4054'
 AC4054'STATION MARK, STAMPED ALYWARD 1971, IS A STANDARD DISK SET IN A
 AC4054'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 127 FEET NORTHEAST
 AC4054'OF CENTER OF THE DIRT FILL CROSSING THE CANAL, 32 FEET EAST OF THE
 AC4054'EAST EDGE OF THE CANAL, 19 FEET EAST OF CENTER OF A TRACK ROAD AND
 AC4054'4 FEET NORTHWEST OF A METAL WITNESS POST.
 AC4054'
 AC4054'REFERENCE MARK 1, STAMPED ALYWARD NO 1 1971, IS A STANDARD DISK
 AC4054'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 52 FEET
 AC4054'NORTH OF CENTER OF THE DIRT FILL, 14.5 FEET WEST OF CENTER OF THE
 AC4054'TRACK ROAD, 3 FEET EAST OF THE EAST EDGE OF THE CANAL AND 1.5 FEET
 AC4054'SOUTHEAST OF A METAL WITNESS POST.
 AC4054'
 AC4054'REFERENCE MARK 2, STAMPED ALYWARD NO 2 1971, IS A STANDARD DISK SET
 AC4054'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 200 FEET
 AC4054'NORTH OF CENTER OF THE DIRT FILL, 10 FEET WEST OF CENTER OF THE
 AC4054'TRACK ROAD, 3 FEET EAST OF THE EAST EDGE OF THE CANAL AND 3 FEET
 AC4054'SOUTHEAST OF A METAL WITNESS POST.
 AC4054'
 AC4054'AZIMUTH MARK, STAMPED ALYWARD 1971, IS A STANDARD DISK SET IN A
 AC4054'ROUND CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS 40 FEET NORTH
 AC4054'OF A POWER POLE, 18.5 FEET WEST OF CENTER OF SW 117 AVENUE AND 1
 AC4054'FOOT SOUTHEAST OF A METAL WITNESS POST.
 AC4054'
 AC4054'SEC COR, IS THE CENTER OF THE BRASS END OF A 12-GAUGE SHOTGUN SHELL
 AC4054'CEMENTED IN A 2-INCH IRON PIPE WHICH IS CEMENTED IN A 12 BY 12 INCH
 AC4054'SQUARE CONCRETE POST AND IS ABOUT 5 INCHES BELOW THE ROAD
 AC4054'SURFACE.  THE MARK IS SET IN THE APPROXIMATE CENTER OF THE DIRT
 AC4054'FILL CROSSING THE CANAL, ON LINE WITH THE WEST BANK OF THE CANAL
 AC4054'SOUTH OF THE DIRT FILL AND THE EAST BANK OF THE CANAL NORTH OF THE
 AC4054'DIRT FILL, 25.5 FEET SOUTHEAST OF THE NORTH END OF THE CULVERT
 AC4054'UNDER THE DIRT FILL AND 20.5 FEET NORTHWEST OF THE SOUTH END OF
 AC4054'THE CULVERT.
 AC4054'
 AC4054'NOTE--THIS MARK IS IN TOWNSHIP 53 SOUTH, RANGE 40 EAST, SECTION 18
 AC4054'SOUTHWEST CORNER.
 AC4054'
 AC4054'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6054 ***********************************************************************
 AL6054  DESIGNATION -  AM 16
 AL6054  PID         -  AL6054
 AL6054  STATE/COUNTY-  FL/MARION
 AL6054  USGS QUAD   -  OXFORD (1966)
 AL6054
 AL6054                         *CURRENT SURVEY CONTROL
 AL6054  ___________________________________________________________________
 AL6054* NAD 83(1986)-  28 58 54.     (N)    082 02 23.     (W)     SCALED    
 AL6054* NAVD 88     -        28.390  (meters)      93.14   (feet)  ADJUSTED  
 AL6054  ___________________________________________________________________
 AL6054  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AL6054  DYNAMIC HT  -          28.350 (meters)      93.01  (feet)  COMP
 AL6054  MODELED GRAV-     979,237.1   (mgal)                       NAVD 88
 AL6054
 AL6054  VERT ORDER  -  SECOND    CLASS 0
 AL6054
 AL6054.The horizontal coordinates were scaled from a topographic map and have
 AL6054.an estimated accuracy of +/- 6 seconds.
 AL6054
 AL6054.The orthometric height was determined by differential leveling
 AL6054.and adjusted by the National Geodetic Survey in June 1991..
 AL6054
 AL6054.The geoid height was determined by GEOID03.
 AL6054
 AL6054.The dynamic height is computed by dividing the NAVD 88
 AL6054.geopotential number by the normal gravity value computed on the
 AL6054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6054.degrees latitude (g = 980.6199 gals.).
 AL6054
 AL6054.The modeled gravity was interpolated from observed gravity values.
 AL6054
 AL6054;                    North         East    Units  Estimated Accuracy
 AL6054;SPC FL W     -   515,000.      196,130.      MT  (+/- 180 meters Scaled)
 AL6054
 AL6054                          SUPERSEDED SURVEY CONTROL
 AL6054
 AL6054  NGVD 29 (??/??/92)   28.660  (m)           94.03   (f) ADJ UNCH    2 0
 AL6054
 AL6054.Superseded values are not recommended for survey control.
 AL6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6054.See file dsdata.txt to determine how the superseded data were derived.
 AL6054
 AL6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN987064(NAD 83)
 AL6054_MARKER: DD = SURVEY DISK
 AL6054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6054_STAMPING: AM 16
 AL6054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6054+STABILITY: SURFACE MOTION
 AL6054
 AL6054  HISTORY     - Date     Condition        Report By
 AL6054  HISTORY     - UNK      MONUMENTED       FLGS
 AL6054  HISTORY     - 1934     GOOD             NGS
 AL6054  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 AL6054
 AL6054                          STATION DESCRIPTION
 AL6054
 AL6054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AL6054'1.9 MI S FROM SUMMERFIELD.
 AL6054'1.9 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AL6054'STATION AT SUMMERFIELD, MARION COUNTY, 120 FEET NORTHEAST OF
 AL6054'MILEPOST 753, AT A HIGHWAY CROSSING, 100 FEET EAST OF THE EAST
 AL6054'RAIL, AND 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 AL6054'STATE SURVEY STANDARD DISK, STAMPED AM 16 AND SET IN THE TOP
 AL6054'OF A CONCRETE POST.
 AL6054
 AL6054                          STATION RECOVERY (2004)
 AL6054
 AL6054'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJM)
 AL6054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0009 ***********************************************************************
 AK0009  DESIGNATION -  AM 2
 AK0009  PID         -  AK0009
 AK0009  STATE/COUNTY-  FL/SUMTER
 AK0009  USGS QUAD   -  LEESBURG WEST (1980)
 AK0009
 AK0009                         *CURRENT SURVEY CONTROL
 AK0009  ___________________________________________________________________
 AK0009* NAD 83(1986)-  28 49 34.     (N)    081 59 15.     (W)     SCALED    
 AK0009* NAVD 88     -        22.541  (meters)      73.95   (feet)  ADJUSTED  
 AK0009  ___________________________________________________________________
 AK0009  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AK0009  DYNAMIC HT  -          22.509 (meters)      73.85  (feet)  COMP
 AK0009  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 AK0009
 AK0009  VERT ORDER  -  SECOND    CLASS 0
 AK0009
 AK0009.The horizontal coordinates were scaled from a topographic map and have
 AK0009.an estimated accuracy of +/- 6 seconds.
 AK0009
 AK0009.The orthometric height was determined by differential leveling
 AK0009.and adjusted by the National Geodetic Survey in June 1991..
 AK0009
 AK0009.The geoid height was determined by GEOID03.
 AK0009
 AK0009.The dynamic height is computed by dividing the NAVD 88
 AK0009.geopotential number by the normal gravity value computed on the
 AK0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0009.degrees latitude (g = 980.6199 gals.).
 AK0009
 AK0009.The modeled gravity was interpolated from observed gravity values.
 AK0009
 AK0009;                    North         East    Units  Estimated Accuracy
 AK0009;SPC FL W     -   497,760.      201,220.      MT  (+/- 180 meters Scaled)
 AK0009
 AK0009                          SUPERSEDED SURVEY CONTROL
 AK0009
 AK0009  NGVD 29 (??/??/92)   22.816  (m)           74.86   (f) ADJ UNCH    2 0
 AK0009
 AK0009.Superseded values are not recommended for survey control.
 AK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0009.See file dsdata.txt to determine how the superseded data were derived.
 AK0009
 AK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM036891(NAD 83)
 AK0009_MARKER: DB = BENCH MARK DISK
 AK0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0009_STAMPING: AM-2
 AK0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0009+STABILITY: SURFACE MOTION
 AK0009
 AK0009  HISTORY     - Date     Condition        Report By
 AK0009  HISTORY     - UNK      MONUMENTED       FLGS
 AK0009  HISTORY     - 1962     MARK NOT FOUND   NGS
 AK0009
 AK0009                          STATION DESCRIPTION
 AK0009
 AK0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK0009'4.3 MI E FROM WILDWOOD.
 AK0009'4.3 MILES E. ALONG THE SEABOARD AIR LINE RAILWAY FROM THE STATION
 AK0009'AT WILDWOOD, SUMTER COUNTY, 1200 FEET WEST OF MILEPOST 766, ABOUT
 AK0009'45 FEET NORTH OF STATE HIGHWAY 36, AND ABOUT 45 FEET SOUTH OF
 AK0009'THE POINT OF INTERSECTION OF THE TANGENTS OF THE FIRST CURVE WEST
 AK0009'OF MILEPOST 766.  A STATE SURVEY STANDARD DISK, STAMPED AM 2 1934
 AK0009'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1147 ***********************************************************************
 AR1147  DESIGNATION -  AM 36
 AR1147  PID         -  AR1147
 AR1147  STATE/COUNTY-  FL/MARION
 AR1147  USGS QUAD   -  BELLEVIEW (1991)
 AR1147
 AR1147                         *CURRENT SURVEY CONTROL
 AR1147  ___________________________________________________________________
 AR1147* NAD 83(1986)-  29 06 23.     (N)    082 05 31.     (W)     SCALED    
 AR1147* NAVD 88     -        20.874  (meters)      68.48   (feet)  ADJUSTED  
 AR1147  ___________________________________________________________________
 AR1147  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AR1147  DYNAMIC HT  -          20.844 (meters)      68.39  (feet)  COMP
 AR1147  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 AR1147
 AR1147  VERT ORDER  -  SECOND    CLASS 0
 AR1147
 AR1147.The horizontal coordinates were scaled from a topographic map and have
 AR1147.an estimated accuracy of +/- 6 seconds.
 AR1147
 AR1147.The orthometric height was determined by differential leveling
 AR1147.and adjusted by the National Geodetic Survey in June 1991..
 AR1147
 AR1147.The geoid height was determined by GEOID03.
 AR1147
 AR1147.The dynamic height is computed by dividing the NAVD 88
 AR1147.geopotential number by the normal gravity value computed on the
 AR1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1147.degrees latitude (g = 980.6199 gals.).
 AR1147
 AR1147.The modeled gravity was interpolated from observed gravity values.
 AR1147
 AR1147;                    North         East    Units  Estimated Accuracy
 AR1147;SPC FL W     -   528,830.      191,050.      MT  (+/- 180 meters Scaled)
 AR1147
 AR1147                          SUPERSEDED SURVEY CONTROL
 AR1147
 AR1147  NGVD 29 (??/??/92)   21.15   (m)           69.4    (f) COMPUTED    2 0
 AR1147
 AR1147.Superseded values are not recommended for survey control.
 AR1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1147.See file dsdata.txt to determine how the superseded data were derived.
 AR1147
 AR1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN937202(NAD 83)
 AR1147_MARKER: DD = SURVEY DISK
 AR1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1147_STAMPING: AM 36
 AR1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1147+STABILITY: SURFACE MOTION
 AR1147
 AR1147  HISTORY     - Date     Condition        Report By
 AR1147  HISTORY     - UNK      MONUMENTED       FLGS
 AR1147  HISTORY     - 1933     GOOD             NGS
 AR1147
 AR1147                          STATION DESCRIPTION
 AR1147
 AR1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AR1147'AT SANTOS.
 AR1147'AT SANTOS, MARION COUNTY, AT A HIGHWAY INTERSECTION, 60 FEET
 AR1147'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 20 FEET EAST OF THE
 AR1147'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, SOUTH OF THE CENTER
 AR1147'LINE OF THE EAST-AND-WEST ROAD, 12 FEET SOUTHWEST OF A FENCE
 AR1147'CORNER, AND 10 FEET WEST OF A LINE OF POLES.  A STATE SURVEY STANDARD
 AR1147'DISK, STAMPED AM 36 AND SET IN THE TOP OF A CONCRETE POST
 AR1147'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0980 ***********************************************************************
 AR0980  DESIGNATION -  AM 38
 AR0980  PID         -  AR0980
 AR0980  STATE/COUNTY-  FL/MARION
 AR0980  USGS QUAD   -  OCALA EAST (1991)
 AR0980
 AR0980                         *CURRENT SURVEY CONTROL
 AR0980  ___________________________________________________________________
 AR0980* NAD 83(1986)-  29 08 48.     (N)    082 06 51.     (W)     SCALED    
 AR0980* NAVD 88     -        35.262  (meters)     115.69   (feet)  ADJUSTED  
 AR0980  ___________________________________________________________________
 AR0980  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR0980  DYNAMIC HT  -          35.213 (meters)     115.53  (feet)  COMP
 AR0980  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 AR0980
 AR0980  VERT ORDER  -  SECOND    CLASS 0
 AR0980
 AR0980.The horizontal coordinates were scaled from a topographic map and have
 AR0980.an estimated accuracy of +/- 6 seconds.
 AR0980
 AR0980.The orthometric height was determined by differential leveling
 AR0980.and adjusted by the National Geodetic Survey in June 1991..
 AR0980
 AR0980.The geoid height was determined by GEOID03.
 AR0980
 AR0980.The dynamic height is computed by dividing the NAVD 88
 AR0980.geopotential number by the normal gravity value computed on the
 AR0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0980.degrees latitude (g = 980.6199 gals.).
 AR0980
 AR0980.The modeled gravity was interpolated from observed gravity values.
 AR0980
 AR0980;                    North         East    Units  Estimated Accuracy
 AR0980;SPC FL W     -   533,290.      188,890.      MT  (+/- 180 meters Scaled)
 AR0980
 AR0980                          SUPERSEDED SURVEY CONTROL
 AR0980
 AR0980  NGVD 29 (??/??/92)   35.55   (m)          116.6    (f) COMPUTED    2 0
 AR0980
 AR0980.Superseded values are not recommended for survey control.
 AR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0980.See file dsdata.txt to determine how the superseded data were derived.
 AR0980
 AR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN916247(NAD 83)
 AR0980_MARKER: DD = SURVEY DISK
 AR0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0980_STAMPING: AM 38
 AR0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0980+STABILITY: SURFACE MOTION
 AR0980
 AR0980  HISTORY     - Date     Condition        Report By
 AR0980  HISTORY     - UNK      MONUMENTED       FLGS
 AR0980  HISTORY     - 1933     GOOD             NGS
 AR0980
 AR0980                          STATION DESCRIPTION
 AR0980
 AR0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AR0980'2.5 MI SE FROM OCALA.
 AR0980'2.5 MILES SOUTHEAST ALONG LAKE WEIR ROAD FROM THE INTERSECTION
 AR0980'OF EIGHTH STREET AT OCALA, MARION COUNTY, ABOUT 400 FEET SOUTH
 AR0980'OF THE CROSSING OF THE SEABOARD AIR LINE RAILROAD, 87.4 FEET
 AR0980'EAST OF THE SOUTHEAST CORNER OF THE BLUE BIRD CAFE IN 1944, AT
 AR0980'A HIGHWAY JUNCTION, 63 FEET EAST OF THE SOUTH PUMP OF A SERVICE
 AR0980'STATION, AND 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 AR0980'A STATE SURVEY STANDARD DISK, STAMPED AM 38 AND SET IN THE TOP OF
 AR0980'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6088 ***********************************************************************
 AL6088  DESIGNATION -  AM 6
 AL6088  PID         -  AL6088
 AL6088  STATE/COUNTY-  FL/SUMTER
 AL6088  USGS QUAD   -  WILDWOOD (1967)
 AL6088
 AL6088                         *CURRENT SURVEY CONTROL
 AL6088  ___________________________________________________________________
 AL6088* NAD 83(1986)-  28 51 51.     (N)    082 02 24.     (W)     SCALED    
 AL6088* NAVD 88     -        19.273  (meters)      63.23   (feet)  ADJUSTED  
 AL6088  ___________________________________________________________________
 AL6088  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AL6088  DYNAMIC HT  -          19.246 (meters)      63.14  (feet)  COMP
 AL6088  MODELED GRAV-     979,234.1   (mgal)                       NAVD 88
 AL6088
 AL6088  VERT ORDER  -  SECOND    CLASS 0
 AL6088
 AL6088.The horizontal coordinates were scaled from a topographic map and have
 AL6088.an estimated accuracy of +/- 6 seconds.
 AL6088
 AL6088.The orthometric height was determined by differential leveling
 AL6088.and adjusted by the National Geodetic Survey in June 1991..
 AL6088
 AL6088.The geoid height was determined by GEOID03.
 AL6088
 AL6088.The dynamic height is computed by dividing the NAVD 88
 AL6088.geopotential number by the normal gravity value computed on the
 AL6088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6088.degrees latitude (g = 980.6199 gals.).
 AL6088
 AL6088.The modeled gravity was interpolated from observed gravity values.
 AL6088
 AL6088;                    North         East    Units  Estimated Accuracy
 AL6088;SPC FL W     -   501,980.      196,100.      MT  (+/- 180 meters Scaled)
 AL6088
 AL6088                          SUPERSEDED SURVEY CONTROL
 AL6088
 AL6088  NGVD 29 (??/??/92)   19.546  (m)           64.13   (f) ADJ UNCH    2 0
 AL6088
 AL6088.Superseded values are not recommended for survey control.
 AL6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6088.See file dsdata.txt to determine how the superseded data were derived.
 AL6088
 AL6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM985933(NAD 83)
 AL6088_MARKER: DB = BENCH MARK DISK
 AL6088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6088_STAMPING: AM 6 1934
 AL6088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6088+STABILITY: SURFACE MOTION
 AL6088
 AL6088  HISTORY     - Date     Condition        Report By
 AL6088  HISTORY     - 1934     MONUMENTED       FLGS
 AL6088  HISTORY     - 1958     GOOD             NGS
 AL6088  HISTORY     - 1973     MARK NOT FOUND   FLDT
 AL6088  HISTORY     - 19900126 GOOD             USPSQD
 AL6088  HISTORY     - 19910112 GOOD             USPSQD
 AL6088
 AL6088                          STATION DESCRIPTION
 AL6088
 AL6088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6088'AT WILDWOOD.
 AL6088'AT WILDWOOD, 84 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 AL6088'CITY HALL, 27 FT. EAST OF THE EAST CURB OF MAIN STREET, 16.5 FT.
 AL6088'SOUTH OF THE SOUTH CURB OF OXFORD STREET, SET IN THE TOP OF
 AL6088'A CONCRETE POST WHICH IS 0.1 FT. BELOW THE TOP OF THE GROUND.
 AL6088
 AL6088                          STATION RECOVERY (1973)
 AL6088
 AL6088'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AL6088'MARK NOT FOUND.
 AL6088
 AL6088                          STATION RECOVERY (1990)
 AL6088
 AL6088'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL6088'RECOVERED IN GOOD CONDITION.
 AL6088
 AL6088                          STATION RECOVERY (1991)
 AL6088
 AL6088'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL6088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6091 ***********************************************************************
 AL6091  DESIGNATION -  AM 7
 AL6091  PID         -  AL6091
 AL6091  STATE/COUNTY-  FL/SUMTER
 AL6091  USGS QUAD   -  WILDWOOD (1967)
 AL6091
 AL6091                         *CURRENT SURVEY CONTROL
 AL6091  ___________________________________________________________________
 AL6091* NAD 83(1986)-  28 51 55.     (N)    082 02 09.     (W)     SCALED    
 AL6091* NAVD 88     -        20.560  (meters)      67.45   (feet)  ADJUSTED  
 AL6091  ___________________________________________________________________
 AL6091  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AL6091  DYNAMIC HT  -          20.531 (meters)      67.36  (feet)  COMP
 AL6091  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 AL6091
 AL6091  VERT ORDER  -  SECOND    CLASS 0
 AL6091
 AL6091.The horizontal coordinates were scaled from a topographic map and have
 AL6091.an estimated accuracy of +/- 6 seconds.
 AL6091
 AL6091.The orthometric height was determined by differential leveling
 AL6091.and adjusted by the National Geodetic Survey in June 1991..
 AL6091
 AL6091.The geoid height was determined by GEOID03.
 AL6091
 AL6091.The dynamic height is computed by dividing the NAVD 88
 AL6091.geopotential number by the normal gravity value computed on the
 AL6091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6091.degrees latitude (g = 980.6199 gals.).
 AL6091
 AL6091.The modeled gravity was interpolated from observed gravity values.
 AL6091
 AL6091;                    North         East    Units  Estimated Accuracy
 AL6091;SPC FL W     -   502,100.      196,500.      MT  (+/- 180 meters Scaled)
 AL6091
 AL6091                          SUPERSEDED SURVEY CONTROL
 AL6091
 AL6091  NGVD 29 (??/??/92)   20.833  (m)           68.35   (f) ADJ UNCH    2 0
 AL6091
 AL6091.Superseded values are not recommended for survey control.
 AL6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6091.See file dsdata.txt to determine how the superseded data were derived.
 AL6091
 AL6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM989935(NAD 83)
 AL6091_MARKER: DB = BENCH MARK DISK
 AL6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6091_STAMPING: AM 7 1934
 AL6091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6091+STABILITY: SURFACE MOTION
 AL6091
 AL6091  HISTORY     - Date     Condition        Report By
 AL6091  HISTORY     - 1934     MONUMENTED       FLGS
 AL6091  HISTORY     - 1958     GOOD             NGS
 AL6091  HISTORY     - 1962     GOOD             NGS
 AL6091  HISTORY     - 19910112 MARK NOT FOUND   USPSQD
 AL6091
 AL6091                          STATION DESCRIPTION
 AL6091
 AL6091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6091'AT WILDWOOD.
 AL6091'AT WILDWOOD, 48 FT. WEST OF THE WEST CORNER OF THE HIGH SCHOOL
 AL6091'GYMNASIUM, 25 FT. SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 AL6091'STREET, 24 FT. WEST OF THE EXTENDED CENTER LINE OF A STREET
 AL6091'LEADING NORTH, 6 FT. NORTH OF THE SCHOOL GROUNDS FENCE, SET IN
 AL6091'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE THE
 AL6091'GROUND.
 AL6091
 AL6091                          STATION RECOVERY (1962)
 AL6091
 AL6091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AL6091'RECOVERED IN GOOD CONDITION.
 AL6091
 AL6091                          STATION RECOVERY (1991)
 AL6091
 AL6091'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL6091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2037 ***********************************************************************
 AG2037  DESIGNATION -  AMBE TR 27
 AG2037  PID         -  AG2037
 AG2037  STATE/COUNTY-  FL/SARASOTA
 AG2037  USGS QUAD   -  BRADENTON BEACH (1987)
 AG2037
 AG2037                         *CURRENT SURVEY CONTROL
 AG2037  ___________________________________________________________________
 AG2037* NAD 83(1990)-  27 23 14.83987(N)    082 38 26.56169(W)     ADJUSTED  
 AG2037* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AG2037  ___________________________________________________________________
 AG2037  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AG2037  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG2037
 AG2037  HORZ ORDER  -  THIRD
 AG2037
 AG2037.The horizontal coordinates were established by classical geodetic methods
 AG2037.and adjusted by the National Geodetic Survey in May 1991..
 AG2037
 AG2037.The orthometric height was scaled from a topographic map.
 AG2037
 AG2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2037
 AG2037.The geoid height was determined by GEOID03.
 AG2037
 AG2037;                    North         East     Units Scale Factor Converg.
 AG2037;SPC FL W     -   338,497.143   136,628.606   MT  0.99999073   -0 17 41.1
 AG2037;SPC FL W     - 1,110,552.71    448,255.68   sFT  0.99999073   -0 17 41.1
 AG2037;UTM  17      - 3,030,419.409   337,765.226   MT  0.99992490   -0 45 17.6
 AG2037
 AG2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG2037!SPC FL W     -   1.00000323  x   0.99999073  =   0.99999396
 AG2037!UTM  17      -   1.00000323  x   0.99992490  =   0.99992813
 AG2037
 AG2037|---------------------------------------------------------------------|
 AG2037| PID    Reference Object                     Distance      Geod. Az  |
 AG2037|                                                           dddmmss.s |
 AG2037| CW6889 AMBE TR 27 RM 2                      36.000 METERS 05336     |
 AG2037| CW6888 AMBE TR 27 RM 1                      13.480 METERS 05339     |
 AG2037| AG1554 WEST CHAN S RANGE REAR LIGHT        APPROX. 2.1 KM 0591810.7 |
 AG2037| AG1577 SCREEN 1953                         APPROX. 7.8 KM 0851740.9 |
 AG2037| AG2055 ALBERT 1954                          31.016 METERS 19313     |
 AG2037|---------------------------------------------------------------------|
 AG2037
 AG2037                          SUPERSEDED SURVEY CONTROL
 AG2037
 AG2037  NAD 83(1986)-  27 23 14.84064(N)    082 38 26.57664(W) AD(       ) 3
 AG2037  NAD 27      -  27 23 13.67900(N)    082 38 27.21200(W) AD(       ) 3
 AG2037
 AG2037.Superseded values are not recommended for survey control.
 AG2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2037.See file dsdata.txt to determine how the superseded data were derived.
 AG2037
 AG2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3776530419(NAD 83)
 AG2037_MARKER: DD = SURVEY DISK
 AG2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG2037
 AG2037  HISTORY     - Date     Condition        Report By
 AG2037  HISTORY     - 1953     MONUMENTED       USE
 AG2037  HISTORY     - 1977     GOOD             NGS
 AG2037  HISTORY     - 1983     GOOD             USPSQD
 AG2037
 AG2037                          STATION DESCRIPTION
 AG2037
 AG2037'DESCRIBED BY US ENGINEERS 1953 (JEW)
 AG2037'STATION IS LOCATED ON LONGBOAT KEY, ABOUT 5.2 MI. NW FROM THE
 AG2037'NEW PASS BRIDGE WHICH IS AT THE SE END, ABOUT 800 FT. SE OF THE
 AG2037'MANATEE-SARASOTA COUNTY LINE WHICH IS MARKED BY A SIGN AND A
 AG2037'CHANGE IN THE ROAD SURFACE FROM CONCRETE TO MACADAM, 75 FT. W
 AG2037'OF THE CENTERLINE OF STATE HIGHWAY 780, AND 114 FT. E OF HIGH
 AG2037'WATERLINE OF THE GULF.
 AG2037'
 AG2037'THE STATION IS A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 AG2037'HARBOR SURVEY DISK, STAMPED AMBE TR 27 1946 AND SET IN THE TOP
 AG2037'OF AN 8-IN. SQUARE CONCRETE MONUMENT PROJECTING 6 IN. ABOVE
 AG2037'GROUND.
 AG2037'
 AG2037'REFERENCE MARK 1 IS A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 AG2037'HARBOR SURVEY DISK, STAMPED AMBE RM 1 TR 27 1946 AND SET IN
 AG2037'THE TOP OF AN 8-IN. SQUARE CONCRETE MONUMENT PROJECTING 6 IN.
 AG2037'ABOVE GROUND.
 AG2037'
 AG2037'REFERENCE MARK 2 IS A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 AG2037'HARBOR SURVEY DISK, STAMPED AMBE RM 2 TR 1946 AND SET IN THE
 AG2037'TOP OF AN 8-IN. SQUARE CONCRETE MONUMENT PROJECTING 6 IN.
 AG2037'ABOVE GROUND.
 AG2037
 AG2037                          STATION RECOVERY (1977)
 AG2037
 AG2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 AG2037'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO RM,S
 AG2037'WERE FOUND.  THE FOLLOWING ADDITIONS TO THE 1953 DESCRIPTION
 AG2037'BY J.E.W. WILL BE HELPFUL.
 AG2037'
 AG2037'1.  STATE HIGHWAY 780 IS NOW STATE HIGHWAY 789.
 AG2037'
 AG2037'2.  STATION IS JUST NORTH OF DRIVE LEADING TO HOUSE NO. 4021
 AG2037'AND NORTHWEST AND ACROSS STREET FROM LONGBOAT HARDWARE.
 AG2037
 AG2037                          STATION RECOVERY (1983)
 AG2037
 AG2037'RECOVERY NOTE BY US POWER SQUADRON 1983 (CAB)
 AG2037'AMBE TR 27 USE RECOVERED GOOD.
 AG2037'
 AG2037'TWO BRASS MARKERS ON CONCRETE POSTS-8 INCHES ABOVE GROUND WERE FOUND
 AG2037'AT THIS LOCATION.  MARKED HARBOR SURVEY, ENGINEERING DEPT.
 AG2037'JACKSONVILLE, FLA., A.M.P.E.-TR27, 1946.  THE SOUTH MARKER WAS
 AG2037'UPRIGHT, THE NORTH MARKER TILTED 5 DEG TO SOUTH.  POSITION BEARS
 AG2037'225 DEG FROM CENTER OF NEW HARDWARE STORE BLDG., IS 75 FEET FROM
 AG2037'CENTERLINE OF HIGHWAY AND 70 FEET FROM NEW, RUBBLE FACED,
 AG2037'SEAWALL.  APPROX 85 FEET FROM M.H.W. LAKE. THIS IS ITEM C ON THE
 AG2037'11425 CHART SECTION SUBMITTED WITH THIS GROUP OF REPORTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1774 ***********************************************************************
 BC1774  DESIGNATION -  AMELIA ISLAND LIGHTHOUSE
 BC1774  PID         -  BC1774
 BC1774  STATE/COUNTY-  FL/NASSAU
 BC1774  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1774
 BC1774                         *CURRENT SURVEY CONTROL
 BC1774  ___________________________________________________________________
 BC1774* NAD 83(1990)-  30 40 23.39108(N)    081 26 32.92421(W)     ADJUSTED  
 BC1774* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 BC1774  ___________________________________________________________________
 BC1774  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BC1774  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BC1774
 BC1774  HORZ ORDER  -  SECOND
 BC1774
 BC1774.The horizontal coordinates were established by classical geodetic methods
 BC1774.and adjusted by the National Geodetic Survey in September 1997..
 BC1774
 BC1774.The orthometric height was scaled from a topographic map.
 BC1774
 BC1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1774
 BC1774.The geoid height was determined by GEOID03.
 BC1774
 BC1774;                    North         East     Units Scale Factor Converg.
 BC1774;SPC FL E     -   702,572.459   157,600.225   MT  0.99996335   -0 13 32.6
 BC1774;SPC FL E     - 2,305,023.14    517,060.07   sFT  0.99996335   -0 13 32.6
 BC1774;SPC GA E     -    74,841.991   269,391.730   MT  0.99995938   +0 22 10.0
 BC1774;SPC GA E     -   245,544.10    883,829.37   sFT  0.99995938   +0 22 10.0
 BC1774;UTM  17      - 3,393,464.726   457,614.691   MT  0.99962216   -0 13 32.6
 BC1774
 BC1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC1774!SPC FL E     -   1.00000155  x   0.99996335  =   0.99996490
 BC1774!SPC GA E     -   1.00000155  x   0.99995938  =   0.99996093
 BC1774!UTM  17      -   1.00000155  x   0.99962216  =   0.99962371
 BC1774
 BC1774:                Primary Azimuth Mark                     Grid Az
 BC1774:SPC FL E     -  FERNANDINA RAYONIER CO TALL TK           245 29 36.1
 BC1774:SPC GA E     -  FERNANDINA RAYONIER CO TALL TK           244 53 53.5
 BC1774:UTM  17      -  FERNANDINA RAYONIER CO TALL TK           245 29 36.1
 BC1774
 BC1774|---------------------------------------------------------------------|
 BC1774| PID    Reference Object                     Distance      Geod. Az  |
 BC1774|                                                           dddmmss.s |
 BC1774| BC1784 FERNANDINA RAYONIER CO TALL TK      APPROX. 3.1 KM 2451603.5 |
 BC1774| BC1783 FERNANDINA RAYONIER CO STACK        APPROX. 3.1 KM 2463209.5 |
 BC1774| BC1782 FERNANDINA RAYONIER MID SIZ TK      APPROX. 2.9 KM 2470840.0 |
 BC1774| BC1775 FERNANDINA MUNICIPAL TANK           APPROX. 1.3 KM 2590507.7 |
 BC1774| BC2314 ST MARYS MUNICIPAL TANK             APPROX.11.6 KM 2995403.6 |
 BC1774| BC1770 FERNANDINA AMER CONT CO TANK        APPROX. 1.6 KM 3034912.6 |
 BC1774| BC1769 FERNANDINA AMER CONT CO S STK       APPROX. 1.6 KM 3071507.9 |
 BC1774| BC1766 FERNANDINA AMER CONT CO N STK       APPROX. 1.6 KM 3091706.8 |
 BC1774| BC1767 DUNGENESS TANK                      APPROX. 8.6 KM 3424018.9 |
 BC1774|---------------------------------------------------------------------|
 BC1774
 BC1774                          SUPERSEDED SURVEY CONTROL
 BC1774
 BC1774  NAD 83(1990)-  30 40 23.39388(N)    081 26 32.92049(W) AD(       ) 2
 BC1774  NAD 83(1986)-  30 40 23.39955(N)    081 26 32.93147(W) AD(       ) 2
 BC1774  NAD 27      -  30 40 22.53600(N)    081 26 33.60000(W) AD(       ) 2
 BC1774
 BC1774.Superseded values are not recommended for survey control.
 BC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1774.See file dsdata.txt to determine how the superseded data were derived.
 BC1774
 BC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5761593465(NAD 83)
 BC1774_MARKER: 13 = LIGHTHOUSE
 BC1774
 BC1774  HISTORY     - Date     Condition        Report By
 BC1774  HISTORY     - 1905     FIRST OBSERVED   CGS
 BC1774  HISTORY     - 1932     GOOD             CGS
 BC1774  HISTORY     - 1933     GOOD             CGS
 BC1774  HISTORY     - 1934     GOOD             CGS
 BC1774  HISTORY     - 1953     GOOD             CGS
 BC1774  HISTORY     - 1978     GOOD             NGS
 BC1774
 BC1774                          STATION DESCRIPTION
 BC1774
 BC1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 BC1774'THIS IS THE OLD MASONRY LIGHTHOUSE, JUST E OF FERNANDINA, ON
 BC1774'AMELIA ISLAND.  OBSERVATIONS ON THIS LIGHTHOUSE WERE MADE IN
 BC1774'DAY LIGHT AND POINTINGS MADE ON THE FINIAL OF THE STRUCTURE.
 BC1774
 BC1774                          STATION RECOVERY (1933)
 BC1774
 BC1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC1774'THE FINIAL OF THE AMELIA ISLAND LIGHTHOUSE, 1/2 MILE E OF
 BC1774'FERNANDINA, FLORIDA, WAS USED AS STATION.  THIS LIGHTHOUSE WAS
 BC1774'LOCATED BY INTERSECTION IN 1905.  RE-DETERMINED IN 1933 BY
 BC1774'SECOND-ORDER TRIANGULATION.
 BC1774
 BC1774                          STATION RECOVERY (1934)
 BC1774
 BC1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC1774'NEAR THE N END OF AMELIA ISLAND, ABOUT 1200 METERS BACK FROM THE
 BC1774'SHORE, TO THE N OF THE PAVED ROAD LEADING FROM CENTER STREET
 BC1774'IN FERNANDINA TO THE BEACH, THE CENTER OF THE WHITE CONICAL
 BC1774'LIGHTHOUSE, ABOUT 107 FEET HIGH.  THE STATION WAS RECOVERED IN
 BC1774'GOOD CONDITION AND OCCUPIED ECCENTRICALLY ON THE LOWER PLATFORM.
 BC1774
 BC1774                          STATION RECOVERY (1953)
 BC1774
 BC1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 BC1774'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STRUCTURE
 BC1774'IS OUTSTANDING IN THE LOCALITY AND LIES ON THE N SIDE OF
 BC1774'ATLANTIC AVENUE, IN THE E PORTION OF THE TOWN OF FERNANDINA BEACH.
 BC1774'
 BC1774'THE LIGHT IS DESCRIBED AS NO. 2864, A WHITE CONICAL TOWER,
 BC1774'64 FT. TALL, BUILT IN 1839 IN THE LIGHT LIST, ATLANTIC AND GULF
 BC1774'COASTS, 1952.
 BC1774
 BC1774                          STATION RECOVERY (1978)
 BC1774
 BC1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RST)
 BC1774'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1757 ***********************************************************************
 BC1757  DESIGNATION -  AMELIA RIVER LIGHT 12
 BC1757  PID         -  BC1757
 BC1757  STATE/COUNTY-  FL/NASSAU
 BC1757  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1757
 BC1757                         *CURRENT SURVEY CONTROL
 BC1757  ___________________________________________________________________
 BC1757* NAD 83(1990)-  30 41 48.38108(N)    081 27 50.59833(W)     ADJUSTED  
 BC1757* NAVD 88     -                                                        
 BC1757  ___________________________________________________________________
 BC1757  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BC1757  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1757
 BC1757  HORZ ORDER  -  THIRD
 BC1757
 BC1757.The horizontal coordinates were established by classical geodetic methods
 BC1757.and adjusted by the National Geodetic Survey in September 1997..
 BC1757
 BC1757
 BC1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1757
 BC1757.The geoid height was determined by GEOID03.
 BC1757
 BC1757;                    North         East     Units Scale Factor Converg.
 BC1757;SPC FL E     -   705,198.007   155,543.525   MT  0.99996555   -0 14 12.8
 BC1757;SPC FL E     - 2,313,637.13    510,312.38   sFT  0.99996555   -0 14 12.8
 BC1757;SPC GA E     -    77,446.007   267,307.872   MT  0.99995587   +0 21 31.3
 BC1757;SPC GA E     -   254,087.44    876,992.58   sFT  0.99995587   +0 21 31.3
 BC1757;UTM  17      - 3,396,089.377   455,558.693   MT  0.99962436   -0 14 12.8
 BC1757
 BC1757                          SUPERSEDED SURVEY CONTROL
 BC1757
 BC1757  NAD 83(1990)-  30 41 48.38561(N)    081 27 50.59628(W) AD(       ) 4
 BC1757  NAD 83(1986)-  30 41 48.39106(N)    081 27 50.60615(W) AD(       ) 4
 BC1757  NAD 27      -  30 41 47.52800(N)    081 27 51.27000(W) AD(       ) 3
 BC1757
 BC1757.Superseded values are not recommended for survey control.
 BC1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1757.See file dsdata.txt to determine how the superseded data were derived.
 BC1757
 BC1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5555996089(NAD 83)
 BC1757_MARKER: 15 = RANGE MARKER
 BC1757
 BC1757  HISTORY     - Date     Condition        Report By
 BC1757  HISTORY     - 1954     FIRST OBSERVED   CGS
 BC1757
 BC1757                          STATION DESCRIPTION
 BC1757
 BC1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CRR)
 BC1757'ON THE W SIDE OF THE AMELIA RIVER CHANNEL, ABOUT 900 M. N OF THE
 BC1757'MOUTH OF CLARK CREEK,
 BC1757'RED
 BC1757'TRIANGULAR DAYMARK WITH YELLOW TRIANGLE ON DOLPHIN, 16
 BC1757'FT. HIGH, BUILT IN 1936, REBUILT IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1761 ***********************************************************************
 BC1761  DESIGNATION -  AMELIA RIVER LIGHT 15
 BC1761  PID         -  BC1761
 BC1761  STATE/COUNTY-  FL/NASSAU
 BC1761  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1761
 BC1761                         *CURRENT SURVEY CONTROL
 BC1761  ___________________________________________________________________
 BC1761* NAD 83(1990)-  30 41 18.78113(N)    081 27 31.16724(W)     ADJUSTED  
 BC1761* NAVD 88     -                                                        
 BC1761  ___________________________________________________________________
 BC1761  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BC1761  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1761
 BC1761  HORZ ORDER  -  THIRD
 BC1761
 BC1761.The horizontal coordinates were established by classical geodetic methods
 BC1761.and adjusted by the National Geodetic Survey in September 1997..
 BC1761
 BC1761
 BC1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1761
 BC1761.The geoid height was determined by GEOID03.
 BC1761
 BC1761;                    North         East     Units Scale Factor Converg.
 BC1761;SPC FL E     -   704,284.372   156,056.888   MT  0.99996499   -0 14 02.7
 BC1761;SPC FL E     - 2,310,639.64    511,996.64   sFT  0.99996499   -0 14 02.7
 BC1761;SPC GA E     -    76,537.765   267,830.699   MT  0.99995674   +0 21 40.9
 BC1761;SPC GA E     -   251,107.65    878,707.88   sFT  0.99995674   +0 21 40.9
 BC1761;UTM  17      - 3,395,176.054   456,071.882   MT  0.99962380   -0 14 02.7
 BC1761
 BC1761                          SUPERSEDED SURVEY CONTROL
 BC1761
 BC1761  NAD 83(1990)-  30 41 18.78652(N)    081 27 31.16531(W) AD(       ) 4
 BC1761  NAD 83(1986)-  30 41 18.79207(N)    081 27 31.17552(W) AD(       ) 4
 BC1761  NAD 27      -  30 41 17.93000(N)    081 27 31.84000(W) AD(       ) 3
 BC1761
 BC1761.Superseded values are not recommended for survey control.
 BC1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1761.See file dsdata.txt to determine how the superseded data were derived.
 BC1761
 BC1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5607295176(NAD 83)
 BC1761_MARKER: 15 = RANGE MARKER
 BC1761
 BC1761  HISTORY     - Date     Condition        Report By
 BC1761  HISTORY     - 1954     FIRST OBSERVED   CGS
 BC1761
 BC1761                          STATION DESCRIPTION
 BC1761
 BC1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CRR)
 BC1761'ON THE E SIDE OF THE AMELIA RIVER, ABOUT 300 M. S OF THE MOUTH
 BC1761'OF CLARK CREEK.
 BC1761'BLACK SQUARE DAYMARK WITH YELLOW SQUARE ON DOLPHIN, 18
 BC1761'FT. HIGH, BUILT IN 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6703 ***********************************************************************
 AD6703  DESIGNATION -  AMERICAN
 AD6703  PID         -  AD6703
 AD6703  STATE/COUNTY-  FL/PALM BEACH
 AD6703  USGS QUAD   -  GREENACRES CITY (1983)
 AD6703
 AD6703                         *CURRENT SURVEY CONTROL
 AD6703  ___________________________________________________________________
 AD6703* NAD 83(1990)-  26 36 48.90866(N)    080 12 20.59129(W)     ADJUSTED  
 AD6703* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 AD6703  ___________________________________________________________________
 AD6703  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AD6703  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AD6703
 AD6703  HORZ ORDER  -  FIRST
 AD6703
 AD6703.The horizontal coordinates were established by classical geodetic methods
 AD6703.and adjusted by the National Geodetic Survey in May 1991..
 AD6703
 AD6703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6703
 AD6703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6703
 AD6703.The geoid height was determined by GEOID03.
 AD6703
 AD6703;                    North         East     Units Scale Factor Converg.
 AD6703;SPC FL E     -   252,837.304   279,100.742   MT  1.00001840   +0 21 21.0
 AD6703;SPC FL E     -   829,517.05    915,683.02   sFT  1.00001840   +0 21 21.0
 AD6703;UTM  17      - 2,943,883.018   579,073.753   MT  0.99967719   +0 21 21.0
 AD6703
 AD6703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6703!SPC FL E     -   1.00000322  x   1.00001840  =   1.00002162
 AD6703!UTM  17      -   1.00000322  x   0.99967719  =   0.99968041
 AD6703
 AD6703:                Primary Azimuth Mark                     Grid Az
 AD6703:SPC FL E     -  LANTANA TELEPROMPTER TV MAST             013 10 35.8
 AD6703:UTM  17      -  LANTANA TELEPROMPTER TV MAST             013 10 35.8
 AD6703
 AD6703|---------------------------------------------------------------------|
 AD6703| PID    Reference Object                     Distance      Geod. Az  |
 AD6703|                                                           dddmmss.s |
 AD6703| AD6717 LANTANA TELEPROMPTER TV MAST        APPROX. 2.0 KM 0133156.8 |
 AD6703| AD6721 LAKE WORTH CO SHERIFF DEPT MST      APPROX. 4.9 KM 0420613.8 |
 AD6703| AD6718 DELRAY BEACH FLA TURNPIKE TANK      APPROX. 3.9 KM 0520455.0 |
 AD6703| CW8402 AMERICAN RM 1                        26.330 METERS 08804     |
 AD6703| AD6698 LANTANA TV STA WEAT MAST            APPROX. 2.8 KM 1841821.3 |
 AD6703| AD6699 LANTANA WPTV TV MAST                APPROX. 2.7 KM 1924436.4 |
 AD6703| CW8403 AMERICAN RM 2                        25.969 METERS 24852     |
 AD6703| CW8401 AMERICAN AZ MK                                     2704921.9 |
 AD6703|---------------------------------------------------------------------|
 AD6703
 AD6703                          SUPERSEDED SURVEY CONTROL
 AD6703
 AD6703  NAD 83(1986)-  26 36 48.91290(N)    080 12 20.59934(W) AD(       ) 1
 AD6703  NAD 27      -  26 36 47.66623(N)    080 12 21.43495(W) AD(       ) 1
 AD6703  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 AD6703
 AD6703.Superseded values are not recommended for survey control.
 AD6703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6703.See file dsdata.txt to determine how the superseded data were derived.
 AD6703
 AD6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7907443883(NAD 83)
 AD6703_MARKER: DS = TRIANGULATION STATION DISK
 AD6703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD6703
 AD6703  HISTORY     - Date     Condition        Report By
 AD6703  HISTORY     - 1970     MONUMENTED       NGS
 AD6703  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD6703  HISTORY     - 1989     GOOD             USPSQD
 AD6703  HISTORY     - 19950103 MARK NOT FOUND   USPSQD
 AD6703
 AD6703                          STATION DESCRIPTION
 AD6703
 AD6703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH)
 AD6703'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF THE PALM
 AD6703'BEACH INTERNATIONAL AIRPORT, 5-1/2 MILES SOUTH OF THE JUNCTION
 AD6703'OF U.S. HIGHWAYS 441, 98 AND STATE HIGHWAY 7, 2 MILES EAST OF THE
 AD6703'FLORIDA TURNPIKE AND ON THE PROPERTY OF MR. JO STRAZZULA (LEASED
 AD6703'BY THE AMERICAN FOODS INC.)
 AD6703'
 AD6703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441, 98
 AD6703'AND STATE HIGHWAY 7, ABOUT 10 MILES WEST OF WEST PALM BEACH, GO
 AD6703'SOUTH ON U.S. HIGHWAY 441 FOR 4.25 MILES TO THE JUNCTION OF STATE
 AD6703'HIGHWAY 802, CONTINUE SOUTH ON U.S. HIGHWAY 441 FOR 0.25 MILE TO
 AD6703'A SIDE ROAD ON THE RIGHT LEADING TO THE AMERICAN FOOD COMPANY
 AD6703'PACKING HOUSE, TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.05
 AD6703'MILE TO THE STATION ON THE RIGHT.
 AD6703'
 AD6703'THE STATION MARK IS A STANDARD DISK, STAMPED AMERICAN 1970, SET
 AD6703'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AD6703'GROUND.  IT IS 300 FEET WEST OF THE CENTER OF U.S. HIGHWAY 441,
 AD6703'278 FEET NORTH OF THE NORTHWEST CORNER OF THE FOOD COMPANY
 AD6703'BUILDING, 25 FEET NORTH OF THE DIRT ROAD AND 10.8 FEET SOUTH OF A
 AD6703'WITNESS POST IN THE FENCE LINE.
 AD6703'
 AD6703'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AMERICAN NO 1 1970,
 AD6703'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AD6703'GROUND.  IT IS 214 FEET WEST OF THE CENTER OF U.S. HIGHWAY 441, 28
 AD6703'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 5.8 FEET
 AD6703'SOUTH-SOUTHEAST OF A WITNESS POST AND 4.8 FEET SOUTH OF THE WIRE
 AD6703'FENCE.
 AD6703'
 AD6703'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AMERICAN NO 2 1970,
 AD6703'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AD6703'GROUND.  IT IS 385 FEET WEST OF THE CENTER OF U.S. HIGHWAY 441, 37
 AD6703'FEET EAST OF A FENCE CORNER, 12.4 FEET SOUTH OF THE CENTER OF THE
 AD6703'DIRT ROAD AND 2.2 FEET NORTH OF A WITNESS POST.
 AD6703'
 AD6703'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AMERICAN 1970, SET
 AD6703'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.  IT
 AD6703'IS 15 FEET NORTH OF A WIRE FENCE, 15 FEET SOUTH OF THE CENTER OF
 AD6703'THE DIRT ROAD AND 2.0 FEET EAST OF A WITNESS POST.
 AD6703'
 AD6703'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE DIRT
 AD6703'ROAD FOR 0.35 MILES TO THE MARK ON THE LEFT, SOUTH SIDE OF THE ROAD.
 AD6703'
 AD6703'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 AD6703
 AD6703                          STATION RECOVERY (1988)
 AD6703
 AD6703'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD6703'MARK NOT FOUND.
 AD6703
 AD6703                          STATION RECOVERY (1989)
 AD6703
 AD6703'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6703'RECOVERED IN GOOD CONDITION.
 AD6703
 AD6703                          STATION RECOVERY (1995)
 AD6703
 AD6703'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2123 ***********************************************************************
 BC2123  DESIGNATION -  AMERICAN AGRICULT CHEM CO TANK
 BC2123  PID         -  BC2123
 BC2123  STATE/COUNTY-  FL/DUVAL
 BC2123  USGS QUAD   -  JACKSONVILLE (1994)
 BC2123
 BC2123                         *CURRENT SURVEY CONTROL
 BC2123  ___________________________________________________________________
 BC2123* NAD 83(1990)-  30 21 54.62331(N)    081 37 33.15212(W)     ADJUSTED  
 BC2123* NAVD 88     -                                                        
 BC2123  ___________________________________________________________________
 BC2123  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BC2123  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC2123
 BC2123  HORZ ORDER  -  THIRD
 BC2123
 BC2123.The horizontal coordinates were established by classical geodetic methods
 BC2123.and adjusted by the National Geodetic Survey in May 1991..
 BC2123
 BC2123
 BC2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2123
 BC2123.The geoid height was determined by GEOID03.
 BC2123
 BC2123;                    North         East     Units Scale Factor Converg.
 BC2123;SPC FL E     -   668,512.791   139,836.863   MT  0.99998581   -0 18 59.0
 BC2123;SPC FL E     - 2,193,279.05    458,781.44   sFT  0.99998581   -0 18 59.0
 BC2123;UTM  17      - 3,359,416.678   439,857.390   MT  0.99964462   -0 18 59.0
 BC2123
 BC2123                          SUPERSEDED SURVEY CONTROL
 BC2123
 BC2123  NAD 83(1986)-  30 21 54.63122(N)    081 37 33.16084(W) AD(       ) 4
 BC2123  NAD 27      -  30 21 53.77100(N)    081 37 33.81500(W) AD(       ) 3
 BC2123
 BC2123.Superseded values are not recommended for survey control.
 BC2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2123.See file dsdata.txt to determine how the superseded data were derived.
 BC2123
 BC2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3985759417(NAD 83)
 BC2123_MARKER: 53 = ELEVATED TANK
 BC2123
 BC2123  HISTORY     - Date     Condition        Report By
 BC2123  HISTORY     - 1926     FIRST OBSERVED   CGS
 BC2123  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BC2123  HISTORY     - 1980     GOOD             NGS
 BC2123  HISTORY     - 20040909 MARK NOT FOUND   USPSQD
 BC2123
 BC2123                          STATION DESCRIPTION
 BC2123
 BC2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 BC2123'THE PEAK OF THE CONICAL-SHAPED ROOF OF THE ROUND, BOWL-BOTTOMED,
 BC2123'STEEL TANK, SUPPORTED BY A SKELETON, STEEL STRUCTURE, LOCATED
 BC2123'ON THE W BANK OF THE ST. JOHNS RIVER, ABOUT 3 MILES BELOW
 BC2123'COMMODORE POINT, ON THE PROPERTY OF THE AMERICAN AGRICULTURE
 BC2123'CHEMICAL COMPANY.
 BC2123
 BC2123                          STATION RECOVERY (1935)
 BC2123
 BC2123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HAP)
 BC2123'RECOVERED AS DESCRIBED BY W.H. BAINBRIDGE IN 1926, EXCEPT THAT
 BC2123'THE TANK IS OPEN AT THE TOP AND HAS NOT HAD THE CONIAL ROOF
 BC2123'SINCE 1922, ACCORDING TO EMPLOYEES OF THE COMPANY.  TANK WAS
 BC2123'BUILT ABOUT 1903, AND IS ABOUT 115 FEET HIGH.  POSITION CHECKED
 BC2123'BY PLANE TABLE BY SIGHTING UPON THE CENTER PIPE.
 BC2123
 BC2123                          STATION RECOVERY (1980)
 BC2123
 BC2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RST)
 BC2123'THE TANK IS NO LONGER OWNED BY THE AMERICAN AGRICULTURAL CHEMICAL
 BC2123'COMPANY, THE ALTON BOX BOARD COMPANY OWNS THE TANK AT THIS DATE.
 BC2123'THE 1935 DATA STATES THE TANK HAD AN OPEN TOP.  BUT THE TANK NOW HAS
 BC2123'A CONICAL TOP.  THE HEAD ENGINEER STATED, THE TANK HAD NOT BEEN
 BC2123'RECONSTRUCTED.
 BC2123
 BC2123                          STATION RECOVERY (2004)
 BC2123
 BC2123'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 BC2123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1049 ***********************************************************************
 AA1049  DESIGNATION -  AMERICAN SHOAL LH 1909
 AA1049  PID         -  AA1049
 AA1049  STATE/COUNTY-  FL/MONROE
 AA1049  USGS QUAD   -  SADDLEBUNCH KEYS (1972)
 AA1049
 AA1049                         *CURRENT SURVEY CONTROL
 AA1049  ___________________________________________________________________
 AA1049* NAD 83(1990)-  24 31 30.42193(N)    081 31 09.89785(W)     ADJUSTED  
 AA1049* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 AA1049  ___________________________________________________________________
 AA1049  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AA1049  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AA1049
 AA1049  HORZ ORDER  -  THIRD
 AA1049
 AA1049.The horizontal coordinates were established by classical geodetic methods
 AA1049.and adjusted by the National Geodetic Survey in May 1991..
 AA1049
 AA1049.The orthometric height was scaled from a topographic map.
 AA1049
 AA1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1049
 AA1049.The geoid height was determined by GEOID03.
 AA1049
 AA1049;                    North         East     Units Scale Factor Converg.
 AA1049;SPC FL E     -    21,340.617   147,367.781   MT  0.99997538   -0 12 56.2
 AA1049;SPC FL E     -    70,015.01    483,489.13   sFT  0.99997538   -0 12 56.2
 AA1049;UTM  17      - 2,712,465.318   447,385.739   MT  0.99963419   -0 12 56.2
 AA1049
 AA1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1049!SPC FL E     -   0.99999834  x   0.99997538  =   0.99997372
 AA1049!UTM  17      -   0.99999834  x   0.99963419  =   0.99963253
 AA1049
 AA1049:                Primary Azimuth Mark                     Grid Az
 AA1049:SPC FL E     -  BIG PINE SHOAL LIGHT                     076 29 00.3
 AA1049:UTM  17      -  BIG PINE SHOAL LIGHT                     076 29 00.3
 AA1049
 AA1049|---------------------------------------------------------------------|
 AA1049| PID    Reference Object                     Distance      Geod. Az  |
 AA1049|                                                           dddmmss.s |
 AA1049| AA1536 BIG PINE SHOAL LIGHT                APPROX.20.2 KM 0761604.1 |
 AA1049| AA1543 LOOE KEY DAYBEACON                  APPROX.12.0 KM 0774115.8 |
 AA1049| AA1061 PELICAN SHOAL LIGHT                 APPROX. 8.4 KM 2552525.2 |
 AA1049| AA1593 WESTERN SAMBO DAYBEACON J           APPROX.19.3 KM 2561118.8 |
 AA1049| AA1051 NINE FOOT SHOAL LIGHT               APPROX. 5.9 KM 3255914.9 |
 AA1049|---------------------------------------------------------------------|
 AA1049
 AA1049                          SUPERSEDED SURVEY CONTROL
 AA1049
 AA1049  NAD 83(1986)-  24 31 30.42582(N)    081 31 09.88584(W) AD(       ) 3
 AA1049  NAD 27      -  24 31 28.89266(N)    081 31 10.58093(W) AD(       ) 3
 AA1049
 AA1049.Superseded values are not recommended for survey control.
 AA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1049.See file dsdata.txt to determine how the superseded data were derived.
 AA1049
 AA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4738612465(NAD 83)
 AA1049_MARKER: 13 = LIGHTHOUSE
 AA1049
 AA1049  HISTORY     - Date     Condition        Report By
 AA1049  HISTORY     - 1909     FIRST OBSERVED   CGS
 AA1049  HISTORY     - 1935     GOOD             CGS
 AA1049  HISTORY     - 1951     SEE DESCRIPTION  CGS
 AA1049  HISTORY     - 1960     GOOD             CGS
 AA1049  HISTORY     - 1968     GOOD             CGS
 AA1049  HISTORY     - 1983     GOOD             USPSQD
 AA1049
 AA1049                          STATION DESCRIPTION
 AA1049
 AA1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WHB)
 AA1049'STATION IS THE CENTER OF THE DOME OVER THE LIGHT OF THE AMERICAN
 AA1049'SHOAL LIGHTHOUSE, APPROXIMATELY 17.6 MILES SW OF NO NAME KEY,
 AA1049'AND 9.3 MILES DUE S OF THE FLORIDA EAST COAST RAILROAD STATION
 AA1049'AT PIRATES COVE.
 AA1049
 AA1049                          STATION RECOVERY (1951)
 AA1049
 AA1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCS)
 AA1049'IN THE ORIGINAL DESCRIPTION DELETE THE FOLLOWING--AND 9.3 MILES
 AA1049'DUE S OF THE FLORIDA EAST COAST RAILROAD STATION AT PIRATES
 AA1049'COVE.  THE RAILROAD HAS BEEN REMOVED FROM THE FLORIDA
 AA1049'KEYS.  OTHERWISE THE ORIGINAL DESCRIPTION IS ADEQUATE.
 AA1049
 AA1049                          STATION RECOVERY (1960)
 AA1049
 AA1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KSU)
 AA1049'REVISED DESCRIPTION FOLLOWS--
 AA1049'
 AA1049'CENTER OF THE DOME OVER THE LIGHT ATOP THE OCTAGONAL, PYRAMIDAL
 AA1049'SKELETON STEEL STRUCTURE, ENCLOSING STAIR CYLINDER AND OCTAGONAL
 AA1049'DWELLING ON PILE FOUNDATION.  LIGHT LIST SHOWS LIGHTHOUSE TO BE
 AA1049'109 FT. ABOVE WATER.
 AA1049'
 AA1049'LOCATED ON SOUTH EDGE OF BARRIER REEFS AROUND THE FLORIDA KEYS,
 AA1049'APPROXIMATELY 6 MILES SOUTHEAST OF SADDLEBUNCH KEYS,
 AA1049'APPROXIMATELY 9 MILES SOUTH-SOUTHWEST OF CUDJOE KEY AND
 AA1049'APPROXIMATELY 10 MILES SOUTH-SOUTHEAST OF THE KEY WEST
 AA1049'INTERNATIONAL AIRPORT.
 AA1049
 AA1049                          STATION RECOVERY (1968)
 AA1049
 AA1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AA1049'THIS STATION WAS NOT VISITED.  IT WAS USED IN A THREE POINT FIX TO
 AA1049'ESTABLISH A TEMPORARY STATION AT BATTERY C 6TH BATTALLON (HAWK)
 AA1049'65TH ARTILLARY SITE.
 AA1049'
 AA1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AA1049'28.3 MILES EAST SOUTHEAST OF KEY WEST.
 AA1049
 AA1049                          STATION RECOVERY (1983)
 AA1049
 AA1049'RECOVERY NOTE BY US POWER SQUADRON 1983 (HGB)
 AA1049'LANDMARK RECOVERED GOOD.
 AA1049'
 AA1049'THE LIGHTHOUSE ON THE FLORIDA REEF WAS OBSERVED FROM A SHORT
 AA1049'DISTANCE AND LANDING WAS NOT ATTEMPTED.  THE 1983 LIGHT LIST, PAGE
 AA1049'10, LLNR 86 INDICATES THAT THE LIGHT HAS NOT BEEN REBUILT SINCE
 AA1049'1880 WHEN IT WAS BUILT.  HISTORICAL INFORMATION IN THE MONROE
 AA1049'COUNTY LIBRARY.  KEY WEST SUPPORTS THAT REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7275 ***********************************************************************
 AL7275  DESIGNATION -  AMM 1 USE
 AL7275  PID         -  AL7275
 AL7275  STATE/COUNTY-  FL/CITRUS
 AL7275  USGS QUAD   -  RED LEVEL (1992)
 AL7275
 AL7275                         *CURRENT SURVEY CONTROL
 AL7275  ___________________________________________________________________
 AL7275* NAD 83(1986)-  28 53 55.     (N)    082 37 35.     (W)     SCALED    
 AL7275* NAVD 88     -         0.965  (meters)       3.17   (feet)  POSTED    
 AL7275  ___________________________________________________________________
 AL7275  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AL7275  DYNAMIC HT  -           0.960 (meters)       3.15  (feet)  COMP
 AL7275  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 AL7275
 AL7275  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AL7275
 AL7275.The horizontal coordinates were scaled from a topographic map and have
 AL7275.an estimated accuracy of +/- 6 seconds.
 AL7275
 AL7275.The orthometric height was determined by differential leveling
 AL7275.and adjusted by the National Geodetic Survey in 1992..
 AL7275.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AL7275.rate of 0.0 thru 1.0 mm/km.
 AL7275
 AL7275.The geoid height was determined by GEOID03.
 AL7275
 AL7275.The dynamic height is computed by dividing the NAVD 88
 AL7275.geopotential number by the normal gravity value computed on the
 AL7275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7275.degrees latitude (g = 980.6199 gals.).
 AL7275
 AL7275.The modeled gravity was interpolated from observed gravity values.
 AL7275
 AL7275;                    North         East    Units  Estimated Accuracy
 AL7275;SPC FL W     -   505,960.      138,910.      MT  (+/- 180 meters Scaled)
 AL7275
 AL7275                          SUPERSEDED SURVEY CONTROL
 AL7275
 AL7275.No superseded survey control is available for this station.
 AL7275
 AL7275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM414978(NAD 83)
 AL7275_MARKER: DD = SURVEY DISK
 AL7275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7275_SP_SET: CULVERT HEADWALL
 AL7275_STAMPING: AMM 1 1974 JAX FLA
 AL7275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7275
 AL7275  HISTORY     - Date     Condition        Report By
 AL7275  HISTORY     - 1974     MONUMENTED       USE
 AL7275  HISTORY     - 1977     GOOD             FLDNR
 AL7275  HISTORY     - 1989     GOOD             USPSQD
 AL7275  HISTORY     - 19941011 GOOD             USPSQD
 AL7275  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 AL7275
 AL7275                          STATION DESCRIPTION
 AL7275
 AL7275'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7275'5.2 MI SW FROM CRYSTAL RIVER.
 AL7275'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7275'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98,
 AL7275'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT, AND
 AL7275'ANOTHER ROAD GOING TO PARADISE POINT, THENCE SOUTHWEST ALONG STATE
 AL7275'ROAD 44, 2.4 MILES TO THE INTERSECTION WITH SUNCOAST BOULEVARD,
 AL7275'PROCEED NORTH AND WEST ALONG STATE ROAD 44, 1.1 MILES TO THE MARK.
 AL7275'MARK BEARS 20 FEET SOUTH OF THE CENTER LINE OF STATE ROAD 44, 6
 AL7275'FEET WEST OF THE EAST END OF A CULVERT HEADWALL, 53 FEET SOUTHWEST
 AL7275'OF POWER POLE NUMBER 411131.
 AL7275
 AL7275                          STATION RECOVERY (1989)
 AL7275
 AL7275'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AL7275'RECOVERED IN GOOD CONDITION.
 AL7275
 AL7275                          STATION RECOVERY (1994)
 AL7275
 AL7275'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7275'RECOVERED IN GOOD CONDITION.
 AL7275
 AL7275                          STATION RECOVERY (2004)
 AL7275
 AL7275'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL7275'MARK NOT FOUND.RECOVERED BY THE CRYSTAL RIVER POWER SQUADRON.A NEW
 AL7275'BRIDGE HAS BEEN INSTALLED, FROM THE DESCRIPTION AND THE VERIFICATION
 AL7275'OF THE GPS THE MARKER HAS BEEN COVERED OVER BY CONCRETE. VERIFIED
 AL7275'LATITUDE AND LONGITUDE BY A GARMIN 76 (GPS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1741 ***********************************************************************
 AK1741  DESIGNATION -  AN 11 RESET 1952
 AK1741  PID         -  AK1741
 AK1741  STATE/COUNTY-  FL/ORANGE
 AK1741  USGS QUAD   -  LAKE JESSAMINE (1980)
 AK1741
 AK1741                         *CURRENT SURVEY CONTROL
 AK1741  ___________________________________________________________________
 AK1741* NAD 83(1986)-  28 29 41.     (N)    081 22 33.     (W)     SCALED    
 AK1741* NAVD 88     -        33.532  (meters)     110.01   (feet)  ADJUSTED  
 AK1741  ___________________________________________________________________
 AK1741  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AK1741  DYNAMIC HT  -          33.484 (meters)     109.86  (feet)  COMP
 AK1741  MODELED GRAV-     979,197.8   (mgal)                       NAVD 88
 AK1741
 AK1741  VERT ORDER  -  FIRST     CLASS II
 AK1741
 AK1741.The horizontal coordinates were scaled from a topographic map and have
 AK1741.an estimated accuracy of +/- 6 seconds.
 AK1741
 AK1741.The orthometric height was determined by differential leveling
 AK1741.and adjusted by the National Geodetic Survey in June 1991..
 AK1741
 AK1741.The geoid height was determined by GEOID03.
 AK1741
 AK1741.The dynamic height is computed by dividing the NAVD 88
 AK1741.geopotential number by the normal gravity value computed on the
 AK1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1741.degrees latitude (g = 980.6199 gals.).
 AK1741
 AK1741.The modeled gravity was interpolated from observed gravity values.
 AK1741
 AK1741;                    North         East    Units  Estimated Accuracy
 AK1741;SPC FL E     -   461,090.      163,210.      MT  (+/- 180 meters Scaled)
 AK1741
 AK1741                          SUPERSEDED SURVEY CONTROL
 AK1741
 AK1741  NGVD 29 (??/??/92)   33.817  (m)          110.95   (f) ADJ UNCH    1 2
 AK1741
 AK1741.Superseded values are not recommended for survey control.
 AK1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1741.See file dsdata.txt to determine how the superseded data were derived.
 AK1741
 AK1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM632520(NAD 83)
 AK1741_MARKER: DD = SURVEY DISK
 AK1741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1741_SP_SET: CONCRETE IN WELL
 AK1741_STAMPING: AN 11
 AK1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1741
 AK1741  HISTORY     - Date     Condition        Report By
 AK1741  HISTORY     - UNK      MONUMENTED       FLHD
 AK1741  HISTORY     - 1952     GOOD             NGS
 AK1741
 AK1741                          STATION DESCRIPTION
 AK1741
 AK1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK1741'1.6 MI N FROM PINE CASTLE.
 AK1741'1.55 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AK1741'STATION AT PINE CASTLE, SET IN CENTER OF THE INTERSECTION OF
 AK1741'HOLDEN ROAD AND A ROAD THAT PARALLELS THE TRACK, 32.2 FEET WEST
 AK1741'OF WEST RAIL, 26 FEET SOUTH-SOUTHWEST OF A POWER POLE AND SET
 AK1741'IN CONCRETE IN A WELL WITH COVER MARKED CORNER AND ABOUT 1/2 FOOT
 AK1741'BELOW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1784 ***********************************************************************
 AK1784  DESIGNATION -  AN 12 A
 AK1784  PID         -  AK1784
 AK1784  STATE/COUNTY-  FL/ORANGE
 AK1784  USGS QUAD   -  PINE CASTLE (1980)
 AK1784
 AK1784                         *CURRENT SURVEY CONTROL
 AK1784  ___________________________________________________________________
 AK1784* NAD 83(1986)-  28 28 21.     (N)    081 22 12.     (W)     SCALED    
 AK1784* NAVD 88     -        31.103  (meters)     102.04   (feet)  ADJUSTED  
 AK1784  ___________________________________________________________________
 AK1784  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AK1784  DYNAMIC HT  -          31.058 (meters)     101.90  (feet)  COMP
 AK1784  MODELED GRAV-     979,193.7   (mgal)                       NAVD 88
 AK1784
 AK1784  VERT ORDER  -  FIRST     CLASS II
 AK1784
 AK1784.The horizontal coordinates were scaled from a topographic map and have
 AK1784.an estimated accuracy of +/- 6 seconds.
 AK1784
 AK1784.The orthometric height was determined by differential leveling
 AK1784.and adjusted by the National Geodetic Survey in June 1991..
 AK1784
 AK1784.The geoid height was determined by GEOID03.
 AK1784
 AK1784.The dynamic height is computed by dividing the NAVD 88
 AK1784.geopotential number by the normal gravity value computed on the
 AK1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1784.degrees latitude (g = 980.6199 gals.).
 AK1784
 AK1784.The modeled gravity was interpolated from observed gravity values.
 AK1784
 AK1784;                    North         East    Units  Estimated Accuracy
 AK1784;SPC FL E     -   458,630.      163,770.      MT  (+/- 180 meters Scaled)
 AK1784
 AK1784                          SUPERSEDED SURVEY CONTROL
 AK1784
 AK1784  NGVD 29 (??/??/92)   31.391  (m)          102.99   (f) ADJ UNCH    1 2
 AK1784
 AK1784.Superseded values are not recommended for survey control.
 AK1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1784.See file dsdata.txt to determine how the superseded data were derived.
 AK1784
 AK1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM637496(NAD 83)
 AK1784_MARKER: DD = SURVEY DISK
 AK1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1784_STAMPING: AN 12 A
 AK1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1784+STABILITY: SURFACE MOTION
 AK1784
 AK1784  HISTORY     - Date     Condition        Report By
 AK1784  HISTORY     - UNK      MONUMENTED       FLGS
 AK1784  HISTORY     - 1952     GOOD             NGS
 AK1784
 AK1784                          STATION DESCRIPTION
 AK1784
 AK1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK1784'AT PINE CASTLE.
 AK1784'AT PINE CASTLE, AT THE ATLANTIC COAST LINE RAILROAD STATION,
 AK1784'72 FEET SOUTH OF SOUTHWEST CORNER OF STATION, 5.4 FEET EAST OF
 AK1784'EAST RAIL, 54 FEET EAST OF POLE NO. 6185, 32 FEET SOUTH OF CENTER
 AK1784'LINE OF A ROAD, 34.4 FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING
 AK1784'OF ROAD AND TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AK1784'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1780 ***********************************************************************
 AK1780  DESIGNATION -  AN 12 FLGS
 AK1780  PID         -  AK1780
 AK1780  STATE/COUNTY-  FL/ORANGE
 AK1780  USGS QUAD   -  PINE CASTLE (1980)
 AK1780
 AK1780                         *CURRENT SURVEY CONTROL
 AK1780  ___________________________________________________________________
 AK1780* NAD 83(1986)-  28 28 47.     (N)    081 22 22.     (W)     SCALED    
 AK1780* NAVD 88     -        30.552  (meters)     100.24   (feet)  ADJUSTED  
 AK1780  ___________________________________________________________________
 AK1780  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AK1780  DYNAMIC HT  -          30.508 (meters)     100.09  (feet)  COMP
 AK1780  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 AK1780
 AK1780  VERT ORDER  -  FIRST     CLASS II
 AK1780
 AK1780.The horizontal coordinates were scaled from a topographic map and have
 AK1780.an estimated accuracy of +/- 6 seconds.
 AK1780
 AK1780.The orthometric height was determined by differential leveling
 AK1780.and adjusted by the National Geodetic Survey in June 1991..
 AK1780.WARNING-Repeat measurements at this control monument indicate possible
 AK1780.vertical movement.
 AK1780
 AK1780.The geoid height was determined by GEOID03.
 AK1780
 AK1780.The dynamic height is computed by dividing the NAVD 88
 AK1780.geopotential number by the normal gravity value computed on the
 AK1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1780.degrees latitude (g = 980.6199 gals.).
 AK1780
 AK1780.The modeled gravity was interpolated from observed gravity values.
 AK1780
 AK1780;                    North         East    Units  Estimated Accuracy
 AK1780;SPC FL E     -   459,430.      163,500.      MT  (+/- 180 meters Scaled)
 AK1780
 AK1780                          SUPERSEDED SURVEY CONTROL
 AK1780
 AK1780  NGVD 29 (09/01/92)   30.850  (m)          101.21   (f) ADJUSTED    1 2
 AK1780
 AK1780.Superseded values are not recommended for survey control.
 AK1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1780.See file dsdata.txt to determine how the superseded data were derived.
 AK1780
 AK1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM635504(NAD 83)
 AK1780_MARKER: DD = SURVEY DISK
 AK1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1780_STAMPING: AN 12
 AK1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1780+STABILITY: SURFACE MOTION
 AK1780
 AK1780  HISTORY     - Date     Condition        Report By
 AK1780  HISTORY     - UNK      MONUMENTED       FLGS
 AK1780  HISTORY     - 1952     GOOD             NGS
 AK1780  HISTORY     - 1978     GOOD             NGS
 AK1780
 AK1780                          STATION DESCRIPTION
 AK1780
 AK1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AK1780'0.6 MI N FROM PINE CASTLE.
 AK1780'0.55 MILE NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AK1780'STATION AT PINE CASTLE, AT A ROAD CROSSING, 19.7 FEET WEST OF
 AK1780'WEST RAIL, 34 FEET SOUTH OF CENTER LINE OF ROAD, 25.2 FEET
 AK1780'SOUTH-SOUTHEAST OF A CROSSING WARNING POST, AND SET IN THE TOP
 AK1780'OF A CONCRETE POST.
 AK1780
 AK1780                          STATION RECOVERY (1978)
 AK1780
 AK1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6753 ***********************************************************************
 AK6753  DESIGNATION -  AN 13 FLGS 1936
 AK6753  PID         -  AK6753
 AK6753  STATE/COUNTY-  FL/ORANGE
 AK6753  USGS QUAD   -  PINE CASTLE (1980)
 AK6753
 AK6753                         *CURRENT SURVEY CONTROL
 AK6753  ___________________________________________________________________
 AK6753* NAD 83(1990)-  28 25 48.51556(N)    081 22 12.82871(W)     ADJUSTED  
 AK6753* NAVD 88     -        28.14   (+/-2cm)      92.3    (feet)  VERTCON   
 AK6753  ___________________________________________________________________
 AK6753  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AK6753  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AK6753
 AK6753  HORZ ORDER  -  SECOND
 AK6753  VERT ORDER  -  THIRD ? (See Below)
 AK6753
 AK6753.The horizontal coordinates were established by classical geodetic methods
 AK6753.and adjusted by the National Geodetic Survey in May 1991..
 AK6753
 AK6753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6753.The vertical order pertains to the NGVD 29 superseded value.
 AK6753
 AK6753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6753
 AK6753.The geoid height was determined by GEOID03.
 AK6753
 AK6753;                    North         East     Units Scale Factor Converg.
 AK6753;SPC FL E     -   453,931.701   163,731.091   MT  0.99995740   -0 10 34.5
 AK6753;SPC FL E     - 1,489,274.26    537,174.42   sFT  0.99995740   -0 10 34.5
 AK6753;UTM  17      - 3,144,908.803   463,743.466   MT  0.99961622   -0 10 34.5
 AK6753
 AK6753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6753!SPC FL E     -   0.99999994  x   0.99995740  =   0.99995734
 AK6753!UTM  17      -   0.99999994  x   0.99961622  =   0.99961616
 AK6753
 AK6753                          SUPERSEDED SURVEY CONTROL
 AK6753
 AK6753  NAD 83(1986)-  28 25 48.52296(N)    081 22 12.84338(W) AD(       ) 2
 AK6753  NAD 27      -  28 25 47.49600(N)    081 22 13.59000(W) AD(       ) 2
 AK6753  NGVD 29 (07/19/86)   28.43   (m)           93.3    (f) LEVELING    3  
 AK6753
 AK6753.Superseded values are not recommended for survey control.
 AK6753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6753.See file dsdata.txt to determine how the superseded data were derived.
 AK6753
 AK6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6374344909(NAD 83)
 AK6753_MARKER: DS = TRIANGULATION STATION DISK
 AK6753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK6753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6753+STABILITY: SURFACE MOTION
 AK6753
 AK6753  HISTORY     - Date     Condition        Report By
 AK6753  HISTORY     - 1934     MONUMENTED       FLGS
 AK6753
 AK6753                          STATION DESCRIPTION
 AK6753
 AK6753'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AK6753'STATION IS LOCATED IN THE VILLAGE OF TAFT ABOUT 10 MILES S OF
 AK6753'ORLANDO.  MONUMENT IS VISIBLE WITH X-16 SET BY STATE SURVEY IN 1933.
 AK6753'
 AK6753'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7226 ***********************************************************************
 AK7226  DESIGNATION -  AN 23 RESET
 AK7226  PID         -  AK7226
 AK7226  STATE/COUNTY-  FL/ORANGE
 AK7226  USGS QUAD   -  FOREST CITY (1980)
 AK7226
 AK7226                         *CURRENT SURVEY CONTROL
 AK7226  ___________________________________________________________________
 AK7226* NAD 83(1986)-  28 39 49.     (N)    081 28 57.     (W)     SCALED    
 AK7226* NAVD 88     -        33.400  (meters)     109.58   (feet)  ADJUSTED  
 AK7226  ___________________________________________________________________
 AK7226  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AK7226  DYNAMIC HT  -          33.352 (meters)     109.42  (feet)  COMP
 AK7226  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 AK7226
 AK7226  VERT ORDER  -  SECOND    CLASS I
 AK7226
 AK7226.The horizontal coordinates were scaled from a topographic map and have
 AK7226.an estimated accuracy of +/- 6 seconds.
 AK7226
 AK7226.The orthometric height was determined by differential leveling
 AK7226.and adjusted by the National Geodetic Survey in December 1995..
 AK7226
 AK7226.The geoid height was determined by GEOID03.
 AK7226
 AK7226.The dynamic height is computed by dividing the NAVD 88
 AK7226.geopotential number by the normal gravity value computed on the
 AK7226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7226.degrees latitude (g = 980.6199 gals.).
 AK7226
 AK7226.The modeled gravity was interpolated from observed gravity values.
 AK7226
 AK7226;                    North         East    Units  Estimated Accuracy
 AK7226;SPC FL E     -   479,850.      152,840.      MT  (+/- 180 meters Scaled)
 AK7226
 AK7226                          SUPERSEDED SURVEY CONTROL
 AK7226
 AK7226.No superseded survey control is available for this station.
 AK7226
 AK7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM528708(NAD 83)
 AK7226_MARKER: DD = SURVEY DISK
 AK7226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7226_SP_SET: SQUARE CONCRETE MONUMENT
 AK7226_STAMPING: AN 23 RESET 1956
 AK7226_MARK LOGO: CGS   
 AK7226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7226+STABILITY: SURFACE MOTION
 AK7226
 AK7226  HISTORY     - Date     Condition        Report By
 AK7226  HISTORY     - 1956     MONUMENTED       CGS
 AK7226  HISTORY     - 19900723 GOOD             FL-095
 AK7226  HISTORY     - 19970416 MARK NOT FOUND   FLDEP
 AK7226
 AK7226                          STATION DESCRIPTION
 AK7226
 AK7226'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7226'8-INCH BY 8-INCH CONCRETE MONUMENT WITH A US COAST AND GEODETIC SURVEY
 AK7226'DISK (NOTES--THE BM MAY BE LOCATED IN THE GRASS ISLAND BETWEEN THE
 AK7226'NORTH AND SOUTHBOUND LANES OF SR 441.  ALSO, THE ORIGINAL CONTROL
 AK7226'POINT, AN 23, WAS PROBABLY A FLORIDA GEODETIC SURVEY DISK).  ABOUT
 AK7226'175 FT (53.3 M) SOUTH OF CENTER LINE OF SUNCREST DRIVE, ABOUT 85 FT
 AK7226'(25.9 M) NORTH OF CENTER LINE OF NORTHCREST DRIVE, AND ABOUT 100 FT
 AK7226'(30.5 M) NORTH OF CENTER LINE OF ENTRANCE OF CHALET NORTH. T21S,
 AK7226'R28E, SECTION 14. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7226'DEPARTMENT.)
 AK7226
 AK7226                          STATION RECOVERY (1997)
 AK7226
 AK7226'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (VAJ)
 AK7226'THE AREA WAS SEARCHED, BUT THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5302 ***********************************************************************
 AB5302  DESIGNATION -  AN 28 RESET
 AB5302  PID         -  AB5302
 AB5302  STATE/COUNTY-  FL/ORANGE
 AB5302  USGS QUAD   -  APOPKA (1980)
 AB5302
 AB5302                         *CURRENT SURVEY CONTROL
 AB5302  ___________________________________________________________________
 AB5302* NAD 83(1986)-  28 41 17.     (N)    081 32 24.     (W)     SCALED    
 AB5302* NAVD 88     -        33.520  (meters)     109.97   (feet)  ADJUSTED  
 AB5302  ___________________________________________________________________
 AB5302  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AB5302  DYNAMIC HT  -          33.472 (meters)     109.82  (feet)  COMP
 AB5302  MODELED GRAV-     979,226.1   (mgal)                       NAVD 88
 AB5302
 AB5302  VERT ORDER  -  SECOND    CLASS I
 AB5302
 AB5302.The horizontal coordinates were scaled from a topographic map and have
 AB5302.an estimated accuracy of +/- 6 seconds.
 AB5302
 AB5302.The orthometric height was determined by differential leveling
 AB5302.and adjusted by the National Geodetic Survey in September 1996..
 AB5302
 AB5302.The geoid height was determined by GEOID03.
 AB5302
 AB5302.The dynamic height is computed by dividing the NAVD 88
 AB5302.geopotential number by the normal gravity value computed on the
 AB5302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5302.degrees latitude (g = 980.6199 gals.).
 AB5302
 AB5302.The modeled gravity was interpolated from observed gravity values.
 AB5302
 AB5302;                    North         East    Units  Estimated Accuracy
 AB5302;SPC FL E     -   482,580.      147,230.      MT  (+/- 180 meters Scaled)
 AB5302
 AB5302                          SUPERSEDED SURVEY CONTROL
 AB5302
 AB5302.No superseded survey control is available for this station.
 AB5302
 AB5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM472735(NAD 83)
 AB5302_MARKER: DD = SURVEY DISK
 AB5302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5302_STAMPING: AN 28 RESET 1957
 AB5302_MARK LOGO: USGS  
 AB5302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5302+STABILITY: SURFACE MOTION
 AB5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5302+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1994
 AB5302
 AB5302  HISTORY     - Date     Condition        Report By
 AB5302  HISTORY     - 1957     MONUMENTED       USGS
 AB5302  HISTORY     - 19940806 GOOD             FLDEP
 AB5302
 AB5302                          STATION DESCRIPTION
 AB5302
 AB5302'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5302'THE MARK IS ABOUT 2.3 MI (3.7 KM) NORTHWEST OF APOPKA, 1.15 MI (1.85
 AB5302'KM) SOUTHEAST OF PLYMOUTH IN SECTION 5, TOWNSHIP 21 SOUTH, RANGE 28
 AB5302'EAST.  TO REACH THE MARK FROM CITY HALL IN APOPKA ON U.S HIGHWAY 441
 AB5302'(MAIN STREET OR ORANGE BLOSSOM TRAIL) , GO NORTHWESTERLY ON U.S.
 AB5302'HIGHWAY 441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.05 MI (0.08
 AB5302'KM) TO THE INTERSECTION OF COUNTY ROAD 435 (PARK AVENUE) , CONTINUE
 AB5302'NORTHWESTERLY ON U.S.  HIGHWAY 441 (MAIN STREET OR ORANGE BLOSSOM
 AB5302'TRAIL) FOR 2.20 MI (3.54 KM) TO DUNN CITRUS NURSERY ON THE RIGHT AND
 AB5302'THE MARK ON THE RIGHT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AB5302'PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 0.6
 AB5302'FT (18.3 CM) ABOVE THE LEVEL OF THE U.S.  HIGHWAY 441. LOCATED 110.0
 AB5302'FT (33.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 91.0 FT
 AB5302'(27.7 M) EAST OF A 4.2 FT (1.3 M) DIAMETER OAK TREE, 69.0 FT (21.0 M)
 AB5302'EAST OF THE SOUTHEAST EDGE OF THE DRIVEWAY TO DUNN CITRUS NURSERY,
 AB5302'65.2 FT (19.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 AB5302'NORTHBOUND LANES OF U.S.  HIGHWAY 441, 9.8 FT (3.0 M) SOUTHWEST OF A
 AB5302'ROW OF OAK TREE AND 0.6 FT (18.3 CM) SOUTHWEST OF A METAL WITNESS
 AB5302'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8646 ***********************************************************************
 AG8646  DESIGNATION -  AN A
 AG8646  PID         -  AG8646
 AG8646  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8646  USGS QUAD   -  FT LONESOME (1987)
 AG8646
 AG8646                         *CURRENT SURVEY CONTROL
 AG8646  ___________________________________________________________________
 AG8646* NAD 83(1990)-  27 41 08.70337(N)    082 08 45.74252(W)     ADJUSTED  
 AG8646* NAVD 88     -        22.61   (+/-2cm)      74.2    (feet)  VERTCON   
 AG8646  ___________________________________________________________________
 AG8646  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AG8646  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG8646
 AG8646  HORZ ORDER  -  SECOND
 AG8646  VERT ORDER  -  THIRD ? (See Below)
 AG8646
 AG8646.The horizontal coordinates were established by classical geodetic methods
 AG8646.and adjusted by the National Geodetic Survey in May 1991..
 AG8646
 AG8646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8646.The vertical order pertains to the NGVD 29 superseded value.
 AG8646
 AG8646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8646
 AG8646.The geoid height was determined by GEOID03.
 AG8646
 AG8646;                    North         East     Units Scale Factor Converg.
 AG8646;SPC FL W     -   371,395.450   185,594.656   MT  0.99994374   -0 04 04.3
 AG8646;SPC FL W     - 1,218,486.57    608,905.13   sFT  0.99994374   -0 04 04.3
 AG8646;UTM  17      - 3,062,917.362   386,988.987   MT  0.99975764   -0 31 57.1
 AG8646
 AG8646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8646!SPC FL W     -   1.00000037  x   0.99994374  =   0.99994411
 AG8646!UTM  17      -   1.00000037  x   0.99975764  =   0.99975801
 AG8646
 AG8646                          SUPERSEDED SURVEY CONTROL
 AG8646
 AG8646  NAD 83(1986)-  27 41 08.70548(N)    082 08 45.76540(W) AD(       ) 2
 AG8646  NGVD 29 (06/09/89)   22.89   (m)           75.1    (f) LEVELING    3  
 AG8646
 AG8646.Superseded values are not recommended for survey control.
 AG8646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8646.See file dsdata.txt to determine how the superseded data were derived.
 AG8646
 AG8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8698962917(NAD 83)
 AG8646_MARKER: DE = TRAVERSE STATION DISK
 AG8646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8646+STABILITY: SURFACE MOTION
 AG8646
 AG8646  HISTORY     - Date     Condition        Report By
 AG8646  HISTORY     - 1984     MONUMENTED       FL-057
 AG8646
 AG8646                          STATION DESCRIPTION
 AG8646
 AG8646'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8646'THE STATION IS LOCATED IN THE FORT LONESOME AREA OF SOUTHEASTERN
 AG8646'HILLSBOROUGH COUNTY.
 AG8646'
 AG8646'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND STATE ROAD
 AG8646'674, PROCEED SOUTH ON HWY 39 FOR ABOUT 1.2 MILES TO THE STATION ON
 AG8646'THE EAST SIDE OF THE ROAD.
 AG8646'
 AG8646'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---AN-A---SET INTO THE
 AG8646'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT RECESSED 3 INCHS BELOW THE
 AG8646'GROUND, LOCATED 19.6 FEET EAST OF THE CENTERLINE OF HWY 39,
 AG8646'12.5 FEET WEST OF A METAL WITNESS POST, 71.5 FEET EAST OF THE CORNER
 AG8646'OF A BARB WIRE FENCE, 120.0 FEET, MORE OR LESS, EAST OF A STATE ROAD
 AG8646'DEPARTMENT RIGHT-OF-WAY MARKER.  THERE IS NO UNDERGROUND MARK, STATION
 AG8646'IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8647 ***********************************************************************
 AG8647  DESIGNATION -  AN AA
 AG8647  PID         -  AG8647
 AG8647  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8647  USGS QUAD   -  FT LONESOME (1987)
 AG8647
 AG8647                         *CURRENT SURVEY CONTROL
 AG8647  ___________________________________________________________________
 AG8647* NAD 83(1990)-  27 41 46.40575(N)    082 08 46.09181(W)     ADJUSTED  
 AG8647* NAVD 88     -        27.96   (+/-2cm)      91.7    (feet)  VERTCON   
 AG8647  ___________________________________________________________________
 AG8647  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AG8647  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AG8647
 AG8647  HORZ ORDER  -  SECOND
 AG8647  VERT ORDER  -  THIRD ? (See Below)
 AG8647
 AG8647.The horizontal coordinates were established by classical geodetic methods
 AG8647.and adjusted by the National Geodetic Survey in May 1991..
 AG8647
 AG8647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8647.The vertical order pertains to the NGVD 29 superseded value.
 AG8647
 AG8647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8647
 AG8647.The geoid height was determined by GEOID03.
 AG8647
 AG8647;                    North         East     Units Scale Factor Converg.
 AG8647;SPC FL W     -   372,555.942   185,586.460   MT  0.99994374   -0 04 04.5
 AG8647;SPC FL W     - 1,222,293.95    608,878.24   sFT  0.99994374   -0 04 04.5
 AG8647;UTM  17      - 3,064,077.667   386,990.205   MT  0.99975764   -0 31 57.9
 AG8647
 AG8647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8647!SPC FL W     -   0.99999953  x   0.99994374  =   0.99994327
 AG8647!UTM  17      -   0.99999953  x   0.99975764  =   0.99975717
 AG8647
 AG8647                          SUPERSEDED SURVEY CONTROL
 AG8647
 AG8647  NAD 83(1986)-  27 41 46.40792(N)    082 08 46.11458(W) AD(       ) 2
 AG8647  NGVD 29 (06/09/89)   28.24   (m)           92.7    (f) LEVELING    3  
 AG8647
 AG8647.Superseded values are not recommended for survey control.
 AG8647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8647.See file dsdata.txt to determine how the superseded data were derived.
 AG8647
 AG8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8699064078(NAD 83)
 AG8647_MARKER: DE = TRAVERSE STATION DISK
 AG8647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8647_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8647+STABILITY: SURFACE MOTION
 AG8647
 AG8647  HISTORY     - Date     Condition        Report By
 AG8647  HISTORY     - 1984     MONUMENTED       FL-057
 AG8647
 AG8647                          STATION DESCRIPTION
 AG8647
 AG8647'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8647'THE STATION IS LOCATED IN THE SOUTHEAST PART OF HILLSBOROUGH COUNTY,
 AG8647'SOUTH OF FORT LONESOME.
 AG8647'
 AG8647'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND STATE ROAD
 AG8647'674, PROCEED SOUTH ON HWY 39 FOR ABOUT 0.18 MILES TO THE STATION ON
 AG8647'THE RIGHT SIDE OF HWY 39.
 AG8647'
 AG8647'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---AN-AA---SET INTO THE
 AG8647'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 4 INCHES BELOW THE
 AG8647'GROUND, LOCATED 17.5 FEET WEST OF THE CENTERLINE OF HWY 39, 62.1 FEET
 AG8647'WEST SOUTHWEST OF A TELEPHONE POLE, 69.5 FEET WEST OF A BARBWIRE
 AG8647'FENCE, 33.2 FEET EAST OF A POWER POLE NUMBERED 176 12 AND A METAL
 AG8647'WITNESS POST.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY
 AG8647'TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8648 ***********************************************************************
 AG8648  DESIGNATION -  AN B
 AG8648  PID         -  AG8648
 AG8648  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8648  USGS QUAD   -  FT LONESOME (1987)
 AG8648
 AG8648                         *CURRENT SURVEY CONTROL
 AG8648  ___________________________________________________________________
 AG8648* NAD 83(1990)-  27 40 37.74087(N)    082 08 46.32391(W)     ADJUSTED  
 AG8648* NAVD 88     -        29.91   (+/-2cm)      98.1    (feet)  VERTCON   
 AG8648  ___________________________________________________________________
 AG8648  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AG8648  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AG8648
 AG8648  HORZ ORDER  -  SECOND
 AG8648  VERT ORDER  -  THIRD ? (See Below)
 AG8648
 AG8648.The horizontal coordinates were established by classical geodetic methods
 AG8648.and adjusted by the National Geodetic Survey in May 1991..
 AG8648
 AG8648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8648.The vertical order pertains to the NGVD 29 superseded value.
 AG8648
 AG8648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8648
 AG8648.The geoid height was determined by GEOID03.
 AG8648
 AG8648;                    North         East     Units Scale Factor Converg.
 AG8648;SPC FL W     -   370,442.443   185,577.596   MT  0.99994374   -0 04 04.5
 AG8648;SPC FL W     - 1,215,359.92    608,849.16   sFT  0.99994374   -0 04 04.5
 AG8648;UTM  17      - 3,061,964.702   386,964.204   MT  0.99975771   -0 31 56.8
 AG8648
 AG8648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8648!SPC FL W     -   0.99999922  x   0.99994374  =   0.99994296
 AG8648!UTM  17      -   0.99999922  x   0.99975771  =   0.99975693
 AG8648
 AG8648                          SUPERSEDED SURVEY CONTROL
 AG8648
 AG8648  NAD 83(1986)-  27 40 37.74291(N)    082 08 46.34689(W) AD(       ) 2
 AG8648  NGVD 29 (06/09/89)   30.19   (m)           99.0    (f) LEVELING    3  
 AG8648
 AG8648.Superseded values are not recommended for survey control.
 AG8648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8648.See file dsdata.txt to determine how the superseded data were derived.
 AG8648
 AG8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8696461965(NAD 83)
 AG8648_MARKER: DE = TRAVERSE STATION DISK
 AG8648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8648+STABILITY: SURFACE MOTION
 AG8648
 AG8648  HISTORY     - Date     Condition        Report By
 AG8648  HISTORY     - 1984     MONUMENTED       FL-057
 AG8648
 AG8648                          STATION DESCRIPTION
 AG8648
 AG8648'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8648'THE STATION IS LOCATED IN THE FORT LONESOME AREA OF SOUTHEAST
 AG8648'HILLSBOROUGH COUNTY.
 AG8648'
 AG8648'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND STATE ROAD
 AG8648'640, PROCEED SOUTH ON COUNTY ROAD 39 FOR ABOUT 1.85 MILES TO THE
 AG8648'STATION ON THE WEST SIDE OF THE ROAD.
 AG8648'
 AG8648'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---AN-B---SET INTO THE
 AG8648'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT RECESSED 1 INCH BELOW THE
 AG8648'GROUND, LOCATED 21.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 39,
 AG8648'31.7 FEET NORTHWEST OF THE NORTH EDGE OF DRIVEWAY, WHERE DRIVEWAY
 AG8648'MEETS HWY 39, 53 FEET NORTH OF THE NORTH END OF R.C.P., 29.4 FEET
 AG8648'SOUTHEAST OF A METAL WITNESS POST AT THE T-INTERSECTION OF TWO BARBED
 AG8648'WIRE FENCES, 29 FEET EAST OF A POWER POLE.  THERE IS NO UNDERGROUND
 AG8648'MARK, STATION IS A COUNTY TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1338 ***********************************************************************
 AG1338  DESIGNATION -  AN FPS 20A SEARCH RADAR
 AG1338  PID         -  AG1338
 AG1338  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1338  USGS QUAD   -  GIBSONTON (1987)
 AG1338
 AG1338                         *CURRENT SURVEY CONTROL
 AG1338  ___________________________________________________________________
 AG1338* NAD 83(1990)-  27 50 02.00171(N)    082 28 18.88080(W)     ADJUSTED  
 AG1338* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AG1338  ___________________________________________________________________
 AG1338  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AG1338  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AG1338
 AG1338  HORZ ORDER  -  SECOND
 AG1338
 AG1338.The horizontal coordinates were established by classical geodetic methods
 AG1338.and adjusted by the National Geodetic Survey in May 1991..
 AG1338
 AG1338.The orthometric height was scaled from a topographic map.
 AG1338
 AG1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1338
 AG1338.The geoid height was determined by GEOID03.
 AG1338
 AG1338;                    North         East     Units Scale Factor Converg.
 AG1338;SPC FL W     -   387,891.389   153,513.370   MT  0.99996784   -0 13 13.2
 AG1338;SPC FL W     - 1,272,607.00    503,651.78   sFT  0.99996784   -0 13 13.2
 AG1338;UTM  17      - 3,079,671.126   355,047.589   MT  0.99985934   -0 41 14.5
 AG1338
 AG1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1338!SPC FL W     -   1.00000363  x   0.99996784  =   0.99997147
 AG1338!UTM  17      -   1.00000363  x   0.99985934  =   0.99986297
 AG1338
 AG1338                          SUPERSEDED SURVEY CONTROL
 AG1338
 AG1338  NAD 83(1986)-  27 50 02.00434(N)    082 28 18.89316(W) AD(       ) 2
 AG1338  NAD 27      -  27 50 00.91607(N)    082 28 19.55556(W) AD(       ) 2
 AG1338
 AG1338.Superseded values are not recommended for survey control.
 AG1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1338.See file dsdata.txt to determine how the superseded data were derived.
 AG1338
 AG1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5504879671(NAD 83)
 AG1338_MARKER: 26 = SPHERICAL RADOME
 AG1338
 AG1338  HISTORY     - Date     Condition        Report By
 AG1338  HISTORY     - 1959     FIRST OBSERVED   CGS
 AG1338
 AG1338                          STATION DESCRIPTION
 AG1338
 AG1338'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1981 ***********************************************************************
 AQ1981  DESIGNATION -  ANASTASIA 1871
 AQ1981  PID         -  AQ1981
 AQ1981  STATE/COUNTY-  FL/ST JOHNS
 AQ1981  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ1981
 AQ1981                         *CURRENT SURVEY CONTROL
 AQ1981  ___________________________________________________________________
 AQ1981* NAD 83(1990)-  29 45 14.72941(N)    081 14 49.47598(W)     ADJUSTED  
 AQ1981* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AQ1981  ___________________________________________________________________
 AQ1981  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AQ1981  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AQ1981
 AQ1981  HORZ ORDER  -  THIRD
 AQ1981
 AQ1981.The horizontal coordinates were established by classical geodetic methods
 AQ1981.and adjusted by the National Geodetic Survey in May 1991..
 AQ1981
 AQ1981.The orthometric height was scaled from a topographic map.
 AQ1981
 AQ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ1981
 AQ1981.The geoid height was determined by GEOID03.
 AQ1981
 AQ1981;                    North         East     Units Scale Factor Converg.
 AQ1981;SPC FL E     -   600,635.722   176,103.304   MT  0.99994822   -0 07 21.4
 AQ1981;SPC FL E     - 1,970,585.70    577,765.59   sFT  0.99994822   -0 07 21.4
 AQ1981;UTM  17      - 3,291,562.769   476,111.457   MT  0.99960704   -0 07 21.4
 AQ1981
 AQ1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1981!SPC FL E     -   1.00000331  x   0.99994822  =   0.99995153
 AQ1981!UTM  17      -   1.00000331  x   0.99960704  =   0.99961035
 AQ1981
 AQ1981:                Primary Azimuth Mark                     Grid Az
 AQ1981:SPC FL E     -  BRADDOCKS POINT 1871                     286 11 27.9
 AQ1981:UTM  17      -  BRADDOCKS POINT 1871                     286 11 27.9
 AQ1981
 AQ1981|---------------------------------------------------------------------|
 AQ1981| PID    Reference Object                     Distance      Geod. Az  |
 AQ1981|                                                           dddmmss.s |
 AQ1981| AQ2057 BRADDOCKS POINT 1871                APPROX. 2.4 KM 2860406.5 |
 AQ1981|---------------------------------------------------------------------|
 AQ1981
 AQ1981                          SUPERSEDED SURVEY CONTROL
 AQ1981
 AQ1981  NAD 83(1986)-  29 45 14.73585(N)    081 14 49.48680(W) AD(       ) 3
 AQ1981  NAD 27      -  29 45 13.84000(N)    081 14 50.24700(W) AD(       ) 3
 AQ1981
 AQ1981.Superseded values are not recommended for survey control.
 AQ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1981.See file dsdata.txt to determine how the superseded data were derived.
 AQ1981
 AQ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7611191563(NAD 83)
 AQ1981_MARKER: Z = SEE DESCRIPTION
 AQ1981_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AQ1981_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AQ1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1981+STABILITY: SURFACE MOTION
 AQ1981
 AQ1981  HISTORY     - Date     Condition        Report By
 AQ1981  HISTORY     - 1871     MONUMENTED       CGS
 AQ1981  HISTORY     - 1906     SEE DESCRIPTION  CGS
 AQ1981  HISTORY     - 1952     MARK NOT FOUND   CGS
 AQ1981
 AQ1981                          STATION DESCRIPTION
 AQ1981
 AQ1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 AQ1981'STATION IS ON A STAND HILL ON THE OCEAN BEACH.
 AQ1981'
 AQ1981'STATION WAS MARKED BY TWO 4-INCH TERRA-COTTA SEWER PIPES, ONE
 AQ1981'2-1/2 FEET LONG, WITH OTHER 2 FEET LONG, AS 6 INCHES OF ITS TOP
 AQ1981'WAS CUT OFF LEAVING A RAGGED EDGE.  THEY WERE PLACED ONE ABOVE
 AQ1981'THE OTHER AND SEPARATED BY A LAYER OF SHELL AND SAND OR
 AQ1981'EARTH.  BOTH PIPES WERE FILLED WITH CEMENT MORTAR OR CONCRETE
 AQ1981'AND A MASS OF THE SAME MATERIAL WAS PLACED AROUND THE BOTTOM
 AQ1981'AND TOP OF THE LOWER PIPE AND AROUND THE BOTTOM OR TOP OF THE
 AQ1981'UPPER PIPE.  THE CENTERS OF THE PIPES MARK THE STATION.  THE
 AQ1981'REFERENCE MARK CONSISTS OF A 4-INCH TERRA-COTTA PIPE, 2-1/2
 AQ1981'FEET LONG, PLACED ON THE SAND RIDGE WITH ITS TOP 6 INCHES
 AQ1981'ABOVE THE GROUND AND 20.48 METERS FROM THE STATION IN LINE TO
 AQ1981'ST. AUGUSTINE LIGHTHOUSE.
 AQ1981
 AQ1981                          STATION RECOVERY (1952)
 AQ1981
 AQ1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 AQ1981'THE STATION AND ITS REFERENCE MARK WERE NOT RECOVERED AFTER A
 AQ1981'TWO-HOUR SEARCH BY A TWO-MAN PARTY.  THE SANDHILL HAS BEEN
 AQ1981'LEVELED OFF IN SEVERAL PLACES NEAR THE STATION SITE, AND IT IS
 AQ1981'BELIEVED THAT THE STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2060 ***********************************************************************
 AQ2060  DESIGNATION -  ANASTASIA 2 1859
 AQ2060  PID         -  AQ2060
 AQ2060  STATE/COUNTY-  FL/ST JOHNS
 AQ2060  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ2060
 AQ2060                         *CURRENT SURVEY CONTROL
 AQ2060  ___________________________________________________________________
 AQ2060* NAD 83(1990)-  29 49 19.82007(N)    081 16 09.29417(W)     ADJUSTED  
 AQ2060* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AQ2060  ___________________________________________________________________
 AQ2060  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AQ2060  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AQ2060
 AQ2060  HORZ ORDER  -  THIRD
 AQ2060
 AQ2060.The horizontal coordinates were established by classical geodetic methods
 AQ2060.and adjusted by the National Geodetic Survey in May 1991..
 AQ2060
 AQ2060.The orthometric height was scaled from a topographic map.
 AQ2060
 AQ2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2060
 AQ2060.The geoid height was determined by GEOID03.
 AQ2060
 AQ2060;                    North         East     Units Scale Factor Converg.
 AQ2060;SPC FL E     -   608,186.790   173,976.515   MT  0.99994953   -0 08 02.0
 AQ2060;SPC FL E     - 1,995,359.49    570,787.95   sFT  0.99994953   -0 08 02.0
 AQ2060;UTM  17      - 3,299,111.260   473,985.394   MT  0.99960835   -0 08 02.0
 AQ2060
 AQ2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2060!SPC FL E     -   1.00000329  x   0.99994953  =   0.99995282
 AQ2060!UTM  17      -   1.00000329  x   0.99960835  =   0.99961164
 AQ2060
 AQ2060:                Primary Azimuth Mark                     Grid Az
 AQ2060:SPC FL E     -  MANLY 1859                               274 22 08.3
 AQ2060:UTM  17      -  MANLY 1859                               274 22 08.3
 AQ2060
 AQ2060|---------------------------------------------------------------------|
 AQ2060| PID    Reference Object                     Distance      Geod. Az  |
 AQ2060|                                                           dddmmss.s |
 AQ2060| AQ2051 MANLY 1859                          APPROX. 3.0 KM 2741406.3 |
 AQ2060|---------------------------------------------------------------------|
 AQ2060
 AQ2060                          SUPERSEDED SURVEY CONTROL
 AQ2060
 AQ2060  NAD 83(1986)-  29 49 19.82564(N)    081 16 09.30499(W) AD(       ) 3
 AQ2060  NAD 27      -  29 49 18.93200(N)    081 16 10.05500(W) AD(       ) 3
 AQ2060
 AQ2060.Superseded values are not recommended for survey control.
 AQ2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2060.See file dsdata.txt to determine how the superseded data were derived.
 AQ2060
 AQ2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7398599111(NAD 83)
 AQ2060_MARKER: Z = SEE DESCRIPTION
 AQ2060_SETTING: 0 = UNSPECIFIED SETTING
 AQ2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2060
 AQ2060  HISTORY     - Date     Condition        Report By
 AQ2060  HISTORY     - 1859     MONUMENTED       CGS
 AQ2060  HISTORY     - 1952     MARK NOT FOUND   CGS
 AQ2060
 AQ2060                          STATION DESCRIPTION
 AQ2060
 AQ2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 AQ2060'THE STATION WAS NOT RECOVERED AFTER AN HOUR SEARCH BY THREE
 AQ2060'MEN.  IN 1867, THE STATION WAS REPORTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8343 ***********************************************************************
 AD8343  DESIGNATION -  ANCHOR
 AD8343  PID         -  AD8343
 AD8343  STATE/COUNTY-  FL/PALM BEACH
 AD8343  USGS QUAD   -  RIVIERA BEACH (1983)
 AD8343
 AD8343                         *CURRENT SURVEY CONTROL
 AD8343  ___________________________________________________________________
 AD8343* NAD 83(1999)-  26 49 04.23269(N)    080 03 28.43698(W)     ADJUSTED  
 AD8343* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 AD8343  ___________________________________________________________________
 AD8343  X           -     983,431.027 (meters)                     COMP
 AD8343  Y           -  -5,610,461.894 (meters)                     COMP
 AD8343  Z           -   2,860,207.096 (meters)                     COMP
 AD8343  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AD8343  ELLIP HEIGHT-         -22.98  (meters)          (07/06/01) GPS OBS
 AD8343  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AD8343
 AD8343  HORZ ORDER  -  FIRST
 AD8343  ELLP ORDER  -  FOURTH    CLASS II
 AD8343
 AD8343.The horizontal coordinates were established by GPS observations
 AD8343.and adjusted by the National Geodetic Survey in July 2001..
 AD8343
 AD8343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8343
 AD8343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8343
 AD8343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8343
 AD8343.The ellipsoidal height was determined by GPS observations
 AD8343.and is referenced to NAD 83.
 AD8343
 AD8343.The geoid height was determined by GEOID03.
 AD8343
 AD8343;                    North         East     Units Scale Factor Converg.
 AD8343;SPC FL E     -   275,569.197   293,655.322   MT  1.00004942   +0 25 30.2
 AD8343;SPC FL E     -   904,096.61    963,434.17   sFT  1.00004942   +0 25 30.2
 AD8343;UTM  17      - 2,966,607.156   593,623.368   MT  0.99970821   +0 25 30.2
 AD8343
 AD8343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8343!SPC FL E     -   1.00000361  x   1.00004942  =   1.00005303
 AD8343!UTM  17      -   1.00000361  x   0.99970821  =   0.99971182
 AD8343
 AD8343                          SUPERSEDED SURVEY CONTROL
 AD8343
 AD8343  NAD 83(1990)-  26 49 04.23341(N)    080 03 28.43497(W) AD(       ) 1
 AD8343  ELLIP H (08/13/93)  -22.97   (m)                       GP(       ) 4 1
 AD8343  NAD 83(1990)-  26 49 04.23128(N)    080 03 28.43605(W) AD(       ) 1
 AD8343  ELLIP H (03/31/93)  -22.94   (m)                       GP(       ) 4 1
 AD8343  NGVD 29 (03/31/93)    4.4    (m)           14.     (f) GPS OBS        
 AD8343
 AD8343.Superseded values are not recommended for survey control.
 AD8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8343.See file dsdata.txt to determine how the superseded data were derived.
 AD8343
 AD8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9362366607(NAD 83)
 AD8343_MARKER: DD = SURVEY DISK
 AD8343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8343_SP_SET: CONCRETE POST
 AD8343_STAMPING: ANCHOR
 AD8343_MARK LOGO: FL-099
 AD8343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8343+STABILITY: SURFACE MOTION
 AD8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8343+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AD8343
 AD8343  HISTORY     - Date     Condition        Report By
 AD8343  HISTORY     - UNK      MONUMENTED       FL-099
 AD8343  HISTORY     - 19910810 GOOD             ADRGS
 AD8343  HISTORY     - 20010413 GOOD             GCYI
 AD8343  HISTORY     - 20030308 GOOD             USPSQD
 AD8343  HISTORY     - 20040427 MARK NOT FOUND   USPSQD
 AD8343  HISTORY     - 20050429 MARK NOT FOUND   USPSQD
 AD8343  HISTORY     - 20050626 GOOD             GEOCAC
 AD8343
 AD8343                          STATION DESCRIPTION
 AD8343
 AD8343'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8343'TO REACH THE STATION FROM THE INTERSECTION OF FEDERAL HIGHWAY (US
 AD8343'ROUTE 1) AND NORTHLAKE BOULEVARD IN NORTH PALM BEACH, GO 1.2 MI
 AD8343'(1.93 KM) NORTH ON FEDERAL HIGHWAY TO THE STATION IN THE EASTERLY
 AD8343'PART OF THE MEDIAN. THE STATION IS 250 FEET NORTH OF THE INTERSECTION
 AD8343'OF FEDERAL HIGHWAY AND LIGHTHOUSE DRIVE.
 AD8343'THE STATION IS NORTH 30.40 FT (9.27 M) FROM A NAIL AND TIN TAB IN A
 AD8343'PALM TREE, WEST 1.33 FT (0.41 M) FROM AN X-CUT IN A CURB, AND SOUTH
 AD8343'68.08 FT (20.75 M) FROM AN X-CUT IN THE NORTHERN RIM OF A MANHOLE.
 AD8343'THE STATION IS 29 FT (8.84 M) SOUTHEAST OF A PALM BEACH COUNTY
 AD8343'WITNESS SIGN ON THE SOUTH SIDE OF A CABBAGE PALM TREE.
 AD8343
 AD8343                          STATION RECOVERY (2001)
 AD8343
 AD8343'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD8343'RECOVERED IN GOOD CONDITION.
 AD8343
 AD8343                          STATION RECOVERY (2003)
 AD8343
 AD8343'RECOVERY NOTE BY US POWER SQUADRON 2003 (JAT)
 AD8343'RECOVERED IN GOOD CONDITION.
 AD8343
 AD8343                          STATION RECOVERY (2004)
 AD8343
 AD8343'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8343'TURN LANE ADDED AND AREA PAVED OVER AT LOCATION OF MARK
 AD8343
 AD8343                          STATION RECOVERY (2005)
 AD8343
 AD8343'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8343'MARK NOT FOUND.
 AD8343
 AD8343                          STATION RECOVERY (2005)
 AD8343
 AD8343'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AD8343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0785 ***********************************************************************
 AL0785  DESIGNATION -  ANCLOTE ANCHORAGE BEACON 5
 AL0785  PID         -  AL0785
 AL0785  STATE/COUNTY-  FL/PINELLAS
 AL0785  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0785
 AL0785                         *CURRENT SURVEY CONTROL
 AL0785  ___________________________________________________________________
 AL0785* NAD 83(1990)-  28 09 16.16643(N)    082 50 35.34215(W)     ADJUSTED  
 AL0785* NAVD 88     -                                                        
 AL0785  ___________________________________________________________________
 AL0785  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AL0785  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AL0785
 AL0785  HORZ ORDER  -  THIRD
 AL0785
 AL0785.The horizontal coordinates were established by classical geodetic methods
 AL0785.and adjusted by the National Geodetic Survey in May 1991..
 AL0785
 AL0785
 AL0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0785
 AL0785.The geoid height was determined by GEOID03.
 AL0785
 AL0785;                    North         East     Units Scale Factor Converg.
 AL0785;SPC FL W     -   423,616.265   117,187.914   MT  1.00002579   -0 23 52.3
 AL0785;SPC FL W     - 1,389,814.36    384,474.01   sFT  1.00002579   -0 23 52.3
 AL0785;UTM  17      - 3,115,690.151   319,018.459   MT  1.00000427   -0 52 11.7
 AL0785
 AL0785                          SUPERSEDED SURVEY CONTROL
 AL0785
 AL0785  NAD 83(1986)-  28 09 16.17432(N)    082 50 35.35227(W) AD(       ) 4
 AL0785  NAD 27      -  28 09 15.12400(N)    082 50 35.98800(W) AD(       ) 3
 AL0785
 AL0785.Superseded values are not recommended for survey control.
 AL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0785.See file dsdata.txt to determine how the superseded data were derived.
 AL0785
 AL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM1901815690(NAD 83)
 AL0785
 AL0785  HISTORY     - Date     Condition        Report By
 AL0785  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0785  HISTORY     - 1952     MARK NOT FOUND   CGS
 AL0785
 AL0785                          STATION DESCRIPTION
 AL0785
 AL0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0785'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0799 ***********************************************************************
 AL0799  DESIGNATION -  ANCLOTE ANCHORAGE BEACON RED
 AL0799  PID         -  AL0799
 AL0799  STATE/COUNTY-  FL/PINELLAS
 AL0799  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0799
 AL0799                         *CURRENT SURVEY CONTROL
 AL0799  ___________________________________________________________________
 AL0799* NAD 83(1990)-  28 12 31.53630(N)    082 49 23.23986(W)     ADJUSTED  
 AL0799* NAVD 88     -                                                        
 AL0799  ___________________________________________________________________
 AL0799  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AL0799  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AL0799
 AL0799  HORZ ORDER  -  THIRD
 AL0799
 AL0799.The horizontal coordinates were established by classical geodetic methods
 AL0799.and adjusted by the National Geodetic Survey in May 1991..
 AL0799
 AL0799
 AL0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0799
 AL0799.The geoid height was determined by GEOID03.
 AL0799
 AL0799;                    North         East     Units Scale Factor Converg.
 AL0799;SPC FL W     -   429,617.025   119,195.938   MT  1.00002173   -0 23 20.8
 AL0799;SPC FL W     - 1,409,501.86    391,062.01   sFT  1.00002173   -0 23 20.8
 AL0799;UTM  17      - 3,121,674.004   321,075.849   MT  0.99999513   -0 51 43.2
 AL0799
 AL0799                          SUPERSEDED SURVEY CONTROL
 AL0799
 AL0799  NAD 83(1986)-  28 12 31.54435(N)    082 49 23.24937(W) AD(       ) 4
 AL0799  NAD 27      -  28 12 30.50100(N)    082 49 23.88900(W) AD(       ) 3
 AL0799
 AL0799.Superseded values are not recommended for survey control.
 AL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0799.See file dsdata.txt to determine how the superseded data were derived.
 AL0799
 AL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2107621674(NAD 83)
 AL0799
 AL0799  HISTORY     - Date     Condition        Report By
 AL0799  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0799  HISTORY     - 1952     MARK NOT FOUND   CGS
 AL0799
 AL0799                          STATION DESCRIPTION
 AL0799
 AL0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0799'THE SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0810 ***********************************************************************
 AL0810  DESIGNATION -  ANCLOTE ANCHORAGE BEACON 7
 AL0810  PID         -  AL0810
 AL0810  STATE/COUNTY-  FL/PINELLAS
 AL0810  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0810
 AL0810                         *CURRENT SURVEY CONTROL
 AL0810  ___________________________________________________________________
 AL0810* NAD 83(1990)-  28 10 08.04145(N)    082 50 16.37049(W)     ADJUSTED  
 AL0810* NAVD 88     -                                                        
 AL0810  ___________________________________________________________________
 AL0810  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AL0810  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AL0810
 AL0810  HORZ ORDER  -  THIRD
 AL0810
 AL0810.The horizontal coordinates were established by classical geodetic methods
 AL0810.and adjusted by the National Geodetic Survey in May 1991..
 AL0810
 AL0810
 AL0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0810
 AL0810.The geoid height was determined by GEOID03.
 AL0810
 AL0810;                    North         East     Units Scale Factor Converg.
 AL0810;SPC FL W     -   425,209.599   117,716.554   MT  1.00002471   -0 23 44.0
 AL0810;SPC FL W     - 1,395,041.83    386,208.39   sFT  1.00002471   -0 23 44.0
 AL0810;UTM  17      - 3,117,279.039   319,560.199   MT  1.00000186   -0 52 04.3
 AL0810
 AL0810                          SUPERSEDED SURVEY CONTROL
 AL0810
 AL0810  NAD 83(1986)-  28 10 08.04941(N)    082 50 16.38054(W) AD(       ) 4
 AL0810  NAD 27      -  28 10 07.00300(N)    082 50 17.02500(W) AD(       ) 3
 AL0810
 AL0810.Superseded values are not recommended for survey control.
 AL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0810.See file dsdata.txt to determine how the superseded data were derived.
 AL0810
 AL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM1956017279(NAD 83)
 AL0810
 AL0810  HISTORY     - Date     Condition        Report By
 AL0810  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0810  HISTORY     - 1952     MARK NOT FOUND   CGS
 AL0810
 AL0810                          STATION DESCRIPTION
 AL0810
 AL0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0810'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0824 ***********************************************************************
 AL0824  DESIGNATION -  ANCLOTE ANCHORAGE BEACON 1
 AL0824  PID         -  AL0824
 AL0824  STATE/COUNTY-  FL/PINELLAS
 AL0824  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0824
 AL0824                         *CURRENT SURVEY CONTROL
 AL0824  ___________________________________________________________________
 AL0824* NAD 83(1990)-  28 10 32.81831(N)    082 49 02.16940(W)     ADJUSTED  
 AL0824* NAVD 88     -                                                        
 AL0824  ___________________________________________________________________
 AL0824  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AL0824  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AL0824
 AL0824  HORZ ORDER  -  THIRD
 AL0824
 AL0824.The horizontal coordinates were established by classical geodetic methods
 AL0824.and adjusted by the National Geodetic Survey in May 1991..
 AL0824
 AL0824
 AL0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0824
 AL0824.The geoid height was determined by GEOID03.
 AL0824
 AL0824;                    North         East     Units Scale Factor Converg.
 AL0824;SPC FL W     -   425,958.524   119,745.897   MT  1.00002064   -0 23 09.3
 AL0824;SPC FL W     - 1,397,498.92    392,866.33   sFT  1.00002064   -0 23 09.3
 AL0824;UTM  17      - 3,118,011.191   321,595.596   MT  0.99999284   -0 51 29.9
 AL0824
 AL0824                          SUPERSEDED SURVEY CONTROL
 AL0824
 AL0824  NAD 83(1986)-  28 10 32.82617(N)    082 49 02.17919(W) AD(       ) 4
 AL0824  NAD 27      -  28 10 31.78200(N)    082 49 02.81200(W) AD(       ) 3
 AL0824
 AL0824.Superseded values are not recommended for survey control.
 AL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0824.See file dsdata.txt to determine how the superseded data were derived.
 AL0824
 AL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2159618011(NAD 83)
 AL0824
 AL0824  HISTORY     - Date     Condition        Report By
 AL0824  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0824  HISTORY     - 1952     MARK NOT FOUND   CGS
 AL0824
 AL0824                          STATION DESCRIPTION
 AL0824
 AL0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0824'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0827 ***********************************************************************
 AL0827  DESIGNATION -  ANCLOTE ANCHORAGE BCN 2 CONE
 AL0827  PID         -  AL0827
 AL0827  STATE/COUNTY-  FL/PINELLAS
 AL0827  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0827
 AL0827                         *CURRENT SURVEY CONTROL
 AL0827  ___________________________________________________________________
 AL0827* NAD 83(1990)-  28 11 33.73206(N)    082 48 54.97523(W)     ADJUSTED  
 AL0827* NAVD 88     -                                                        
 AL0827  ___________________________________________________________________
 AL0827  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AL0827  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AL0827
 AL0827  HORZ ORDER  -  THIRD
 AL0827
 AL0827.The horizontal coordinates were established by classical geodetic methods
 AL0827.and adjusted by the National Geodetic Survey in May 1991..
 AL0827
 AL0827
 AL0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0827
 AL0827.The geoid height was determined by GEOID03.
 AL0827
 AL0827;                    North         East     Units Scale Factor Converg.
 AL0827;SPC FL W     -   427,832.369   119,954.744   MT  1.00002023   -0 23 06.7
 AL0827;SPC FL W     - 1,403,646.70    393,551.52   sFT  1.00002023   -0 23 06.7
 AL0827;UTM  17      - 3,119,883.197   321,819.883   MT  0.99999185   -0 51 28.2
 AL0827
 AL0827                          SUPERSEDED SURVEY CONTROL
 AL0827
 AL0827  NAD 83(1986)-  28 11 33.73998(N)    082 48 54.98485(W) AD(       ) 4
 AL0827  NAD 27      -  28 11 32.69500(N)    082 48 55.62000(W) AD(       ) 3
 AL0827
 AL0827.Superseded values are not recommended for survey control.
 AL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0827.See file dsdata.txt to determine how the superseded data were derived.
 AL0827
 AL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2182019883(NAD 83)
 AL0827
 AL0827  HISTORY     - Date     Condition        Report By
 AL0827  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0827  HISTORY     - 1952     MARK NOT FOUND   CGS
 AL0827
 AL0827                          STATION DESCRIPTION
 AL0827
 AL0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0827'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0808 ***********************************************************************
 AL0808  DESIGNATION -  ANCLOTE ANCHORAGE N ENT LT 4
 AL0808  PID         -  AL0808
 AL0808  STATE/COUNTY-  FL/PASCO
 AL0808  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0808
 AL0808                         *CURRENT SURVEY CONTROL
 AL0808  ___________________________________________________________________
 AL0808* NAD 83(1990)-  28 14 44.12340(N)    082 49 57.37706(W)     ADJUSTED  
 AL0808* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0808  ___________________________________________________________________
 AL0808  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AL0808  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AL0808
 AL0808  HORZ ORDER  -  THIRD
 AL0808
 AL0808.The horizontal coordinates were established by classical geodetic methods
 AL0808.and adjusted by the National Geodetic Survey in May 1991..
 AL0808
 AL0808.The orthometric height was scaled from a topographic map.
 AL0808
 AL0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0808
 AL0808.The geoid height was determined by GEOID03.
 AL0808
 AL0808;                    North         East     Units Scale Factor Converg.
 AL0808;SPC FL W     -   433,704.971   118,293.075   MT  1.00002354   -0 23 38.6
 AL0808;SPC FL W     - 1,422,913.73    388,099.86   sFT  1.00002354   -0 23 38.6
 AL0808;UTM  17      - 3,125,769.162   320,206.799   MT  0.99999897   -0 52 03.1
 AL0808
 AL0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0808!SPC FL W     -   1.00000385  x   1.00002354  =   1.00002739
 AL0808!UTM  17      -   1.00000385  x   0.99999897  =   1.00000282
 AL0808
 AL0808                          SUPERSEDED SURVEY CONTROL
 AL0808
 AL0808  NAD 83(1986)-  28 14 44.13176(N)    082 49 57.38633(W) AD(       ) 3
 AL0808  NAD 27      -  28 14 43.08500(N)    082 49 58.01600(W) AD(       ) 3
 AL0808
 AL0808.Superseded values are not recommended for survey control.
 AL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0808.See file dsdata.txt to determine how the superseded data were derived.
 AL0808
 AL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2020725769(NAD 83)
 AL0808_MARKER: 14 = NAVIGATION LIGHT
 AL0808
 AL0808  HISTORY     - Date     Condition        Report By
 AL0808  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0808
 AL0808                          STATION DESCRIPTION
 AL0808
 AL0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0808'THE STATION IS APPROXIMATELY FOUR MILES NORTH NORTHWEST OF THE
 AL0808'ENTRANCE TO THE ANCLOTE RIVER.  IT IS THE FINIAL OF THE LIGHT
 AL0808'ATOP PILE DOLPHIN.  THE LIGHT IS APPROXIMATELY 15 FEET ABOVE
 AL0808'M. H. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0948 ***********************************************************************
 AL0948  DESIGNATION -  ANCLOTE ANCHORAGE N ENT LT 2
 AL0948  PID         -  AL0948
 AL0948  STATE/COUNTY-  FL/PASCO
 AL0948  USGS QUAD   -  
 AL0948
 AL0948                         *CURRENT SURVEY CONTROL
 AL0948  ___________________________________________________________________
 AL0948* NAD 83(1990)-  28 15 02.68901(N)    082 52 54.19390(W)     ADJUSTED  
 AL0948* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0948  ___________________________________________________________________
 AL0948  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AL0948  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AL0948
 AL0948  HORZ ORDER  -  THIRD
 AL0948
 AL0948.The horizontal coordinates were established by classical geodetic methods
 AL0948.and adjusted by the National Geodetic Survey in May 1991..
 AL0948
 AL0948.The orthometric height was scaled from a topographic map.
 AL0948
 AL0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0948
 AL0948.The geoid height was determined by GEOID03.
 AL0948
 AL0948;                    North         East     Units Scale Factor Converg.
 AL0948;SPC FL W     -   434,310.633   113,477.099   MT  1.00003354   -0 25 02.5
 AL0948;SPC FL W     - 1,424,900.80    372,299.45   sFT  1.00003354   -0 25 02.5
 AL0948;UTM  17      - 3,126,414.592   315,396.082   MT  1.00002061   -0 53 27.3
 AL0948
 AL0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0948!SPC FL W     -   1.00000385  x   1.00003354  =   1.00003739
 AL0948!UTM  17      -   1.00000385  x   1.00002061  =   1.00002446
 AL0948
 AL0948:                Primary Azimuth Mark                     Grid Az
 AL0948:SPC FL W     -  NEW PORT RICHEY MUN TANK                 088 47 11.0
 AL0948:UTM  17      -  NEW PORT RICHEY MUN TANK                 089 15 35.8
 AL0948
 AL0948|---------------------------------------------------------------------|
 AL0948| PID    Reference Object                     Distance      Geod. Az  |
 AL0948|                                                           dddmmss.s |
 AL0948| AL0548 NEW PORT RICHEY MUN TANK            APPROX.16.8 KM 0882208.5 |
 AL0948|---------------------------------------------------------------------|
 AL0948
 AL0948                          SUPERSEDED SURVEY CONTROL
 AL0948
 AL0948  NAD 83(1986)-  28 15 02.69771(N)    082 52 54.20344(W) AD(       ) 3
 AL0948  NAD 27      -  28 15 01.65200(N)    082 52 54.82600(W) AD(       ) 3
 AL0948
 AL0948.Superseded values are not recommended for survey control.
 AL0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0948.See file dsdata.txt to determine how the superseded data were derived.
 AL0948
 AL0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM1539626415(NAD 83)
 AL0948_MARKER: 14 = NAVIGATION LIGHT
 AL0948
 AL0948  HISTORY     - Date     Condition        Report By
 AL0948  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0948
 AL0948                          STATION DESCRIPTION
 AL0948
 AL0948'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0790 ***********************************************************************
 AL0790  DESIGNATION -  ANCLOTE KEYS LH
 AL0790  PID         -  AL0790
 AL0790  STATE/COUNTY-  FL/PINELLAS
 AL0790  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0790
 AL0790                         *CURRENT SURVEY CONTROL
 AL0790  ___________________________________________________________________
 AL0790* NAD 83(1990)-  28 10 01.21358(N)    082 50 40.84466(W)     ADJUSTED  
 AL0790* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0790  ___________________________________________________________________
 AL0790  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AL0790  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AL0790
 AL0790  HORZ ORDER  -  THIRD
 AL0790
 AL0790.The horizontal coordinates were established by classical geodetic methods
 AL0790.and adjusted by the National Geodetic Survey in May 1991..
 AL0790
 AL0790.The orthometric height was scaled from a topographic map.
 AL0790
 AL0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0790
 AL0790.The geoid height was determined by GEOID03.
 AL0790
 AL0790;                    North         East     Units Scale Factor Converg.
 AL0790;SPC FL W     -   425,004.038   117,047.435   MT  1.00002607   -0 23 55.5
 AL0790;SPC FL W     - 1,394,367.41    384,013.13   sFT  1.00002607   -0 23 55.5
 AL0790;UTM  17      - 3,117,079.005   318,889.423   MT  1.00000485   -0 52 15.6
 AL0790
 AL0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0790!SPC FL W     -   1.00000381  x   1.00002607  =   1.00002988
 AL0790!UTM  17      -   1.00000381  x   1.00000485  =   1.00000866
 AL0790
 AL0790:                Primary Azimuth Mark                     Grid Az
 AL0790:SPC FL W     -  ANCLOTE ANCHORAGE BEACON RED             024 58 24.7
 AL0790:UTM  17      -  ANCLOTE ANCHORAGE BEACON RED             025 26 44.8
 AL0790
 AL0790|---------------------------------------------------------------------|
 AL0790| PID    Reference Object                     Distance      Geod. Az  |
 AL0790|                                                           dddmmss.s |
 AL0790| AL0799 ANCLOTE ANCHORAGE BEACON RED        APPROX. 5.1 KM 0243429.2 |
 AL0790| AL0827 ANCLOTE ANCHORAGE BCN 2 CONE        APPROX. 4.1 KM 0452324.0 |
 AL0790| AL0806 ANCLOTE RIVER RANGE REAR LIGHT      APPROX. 4.0 KM 0673805.8 |
 AL0790| AL0824 ANCLOTE ANCHORAGE BEACON 1          APPROX. 2.9 KM 0700718.3 |
 AL0790| AL0812 ANCLOTE RIVER CUT AB RNG FR LT      APPROX. 4.2 KM 0703028.3 |
 AL0790| AL0813 ANCLOTE RIVER ENTRANCE BEACON       APPROX. 4.2 KM 0712504.2 |
 AL0790| AL0810 ANCLOTE ANCHORAGE BEACON 7          APPROX. 0.7 KM 0723125.4 |
 AL0790| AL0822 PALMETTO KEY                        APPROX. 4.0 KM 0874331.2 |
 AL0790| AL0777 WHITE TANK                          APPROX. 6.2 KM 1101943.0 |
 AL0790| AL0882 TOP                                 APPROX.12.6 KM 1401205.7 |
 AL0790| AL0868 FAP                                 APPROX.10.4 KM 1435139.2 |
 AL0790| AL0880 ST JOSEPH SOUND BEACON 81           APPROX. 8.8 KM 1665540.0 |
 AL0790| AL0874 ST JOSEPH SOUND BEACON 85           APPROX. 7.1 KM 1701421.9 |
 AL0790| AL0871 ST JOSEPH SOUND BEACON 87           APPROX. 5.3 KM 1703803.9 |
 AL0790| AL0873 ST JOSEPH SOUND BEACON 83           APPROX. 7.7 KM 1721809.3 |
 AL0790| AL0785 ANCLOTE ANCHORAGE BEACON 5          APPROX. 1.4 KM 1734916.1 |
 AL0790|---------------------------------------------------------------------|
 AL0790
 AL0790                          SUPERSEDED SURVEY CONTROL
 AL0790
 AL0790  NAD 83(1986)-  28 10 01.22158(N)    082 50 40.85468(W) AD(       ) 3
 AL0790  NAD 27      -  28 10 00.17429(N)    082 50 41.47935(W) AD(       ) 3
 AL0790
 AL0790.Superseded values are not recommended for survey control.
 AL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0790.See file dsdata.txt to determine how the superseded data were derived.
 AL0790
 AL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM1888917079(NAD 83)
 AL0790_MARKER: 13 = LIGHTHOUSE
 AL0790
 AL0790  HISTORY     - Date     Condition        Report By
 AL0790  HISTORY     - 1910     FIRST OBSERVED   CGS
 AL0790  HISTORY     - 1925     GOOD             CGS
 AL0790  HISTORY     - 1933     GOOD             CGS
 AL0790  HISTORY     - 1934     GOOD             CGS
 AL0790  HISTORY     - 1940     GOOD             CGS
 AL0790  HISTORY     - 1978     GOOD             LOCENG
 AL0790
 AL0790                          STATION DESCRIPTION
 AL0790
 AL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RPE)
 AL0790'CENTER OF LIGHT.  THIS STATION IS NOT DESCRIBED IN SPECIAL
 AL0790'PUBLICATION NO. 16.  THE LIGHTHOUSE IS OPPOSITE THE MOUTH OF
 AL0790'THE ANCLOTE RIVER, NEAREST TOWN TARPON SPRINGS, FLORIDA.  THE
 AL0790'PLATFORM CAN BE OCCUPIED FOR ANGULAR MEASUREMENT.
 AL0790
 AL0790                          STATION RECOVERY (1933)
 AL0790
 AL0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 AL0790'ON THE SOUTHERN END OF ANCLOTE KEY, ABOUT DUE W FROM THE TOWN
 AL0790'OF TARPON SPRINGS ON THE MAINLAND.  IT IS PLAINLY VISIBLE FROM
 AL0790'POINTS ALONG THE GULF BEACH.
 AL0790
 AL0790                          STATION RECOVERY (1934)
 AL0790
 AL0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 AL0790'THIS STATION IS THE CENTER OF ANCLOTE LIGHTHOUSE WHICH IS ABOUT
 AL0790'4-1/2 MILES WNW OF TARPON SPRINGS, AT THE S END OF ANCLOTE
 AL0790'KEYS.  IT HAS A PLATFORM WHICH CAN BE OCCUPIED BUT IS NOT
 AL0790'SUITABLE FOR FIRST-ORDER TRIANGULATION.
 AL0790
 AL0790                          STATION RECOVERY (1940)
 AL0790
 AL0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KGC)
 AL0790'LOCATED ON THE S END OF ANCLOTE KEYS, 418 FEET NW OF MEAN HIGH
 AL0790'WATER AT INSHORE END OF DOCK.  THE CENTER OF THE LIGHT (POINT
 AL0790'OBSERVED ON IN 1934) IS 101 FEET HIGH AND SUPPORTED BY A
 AL0790'STRUCTURAL STEEL TOWER OF 8 LEGS WITH A CIRCULAR STAIRWAY IN
 AL0790'THE CENTER ENCLOSED BY A 6-FOOT DIAMETER IRON TUBE.
 AL0790
 AL0790                          STATION RECOVERY (1978)
 AL0790
 AL0790'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 AL0790'RECOVERED AS DESCRIBED IN 1940 EXCEPT--
 AL0790'
 AL0790'1.  LIGHT IS NOW BATTERY POWERED AND MAY NOT BE PRECISELY IN
 AL0790'SAME POSITION AS IN 1934.
 AL0790'
 AL0790'2.  DOCK HAS BEEN DESTROYED.  THERE HAS BEEN MAJOR SOUTHWARD
 AL0790'ACCRETION SINCE 1934.  BEST APPROACH IS FROM BEACH EAST OF
 AL0790'LIGHTHOUSE.
 AL0790'
 AL0790'3.  KEY TO SECURITY GATE AND TOWER MAY BE OBTAINED FROM U.S.
 AL0790'COAST GUARD IN ST. PETERSBURG.
 AL0790'
 AL0790'4.  AN ECCENTRIC STATION WAS ESTABLISHED ON THE RAIL OF THE
 AL0790'CATWALK.  MARK IS AN X FILED IN TOP SURFACE OF IRON RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0780 ***********************************************************************
 AL0780  DESIGNATION -  ANCLOTE RIVER CUT A RNG R LT
 AL0780  PID         -  AL0780
 AL0780  STATE/COUNTY-  FL/PASCO
 AL0780  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0780
 AL0780                         *CURRENT SURVEY CONTROL
 AL0780  ___________________________________________________________________
 AL0780* NAD 83(1990)-  28 10 51.30509(N)    082 48 00.91570(W)     ADJUSTED  
 AL0780* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0780  ___________________________________________________________________
 AL0780  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AL0780  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL0780
 AL0780  HORZ ORDER  -  THIRD
 AL0780
 AL0780.The horizontal coordinates were established by classical geodetic methods
 AL0780.and adjusted by the National Geodetic Survey in May 1991..
 AL0780
 AL0780.The orthometric height was scaled from a topographic map.
 AL0780
 AL0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0780
 AL0780.The geoid height was determined by GEOID03.
 AL0780
 AL0780;                    North         East     Units Scale Factor Converg.
 AL0780;SPC FL W     -   426,516.481   121,420.541   MT  1.00001736   -0 22 40.6
 AL0780;SPC FL W     - 1,399,329.49    398,360.56   sFT  1.00001736   -0 22 40.6
 AL0780;UTM  17      - 3,118,555.305   323,274.733   MT  0.99998548   -0 51 01.5
 AL0780
 AL0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0780!SPC FL W     -   1.00000383  x   1.00001736  =   1.00002119
 AL0780!UTM  17      -   1.00000383  x   0.99998548  =   0.99998931
 AL0780
 AL0780:                Primary Azimuth Mark                     Grid Az
 AL0780:SPC FL W     -  ANCLOTE RIVER LIGHT 17                   119 19 43.9
 AL0780:UTM  17      -  ANCLOTE RIVER LIGHT 17                   119 48 04.8
 AL0780
 AL0780|---------------------------------------------------------------------|
 AL0780| PID    Reference Object                     Distance      Geod. Az  |
 AL0780|                                                           dddmmss.s |
 AL0780| AL0781 ANCLOTE RIVER LIGHT 17              APPROX. 1.0 KM 1185703.3 |
 AL0780| AL0823 VICTOR CHEMICAL WORKS STACK         APPROX. 2.7 KM 1241337.4 |
 AL0780| AL0814 TARPON SPRINGS MUN TANK PON         APPROX. 4.8 KM 1272428.0 |
 AL0780| AL0790 ANCLOTE KEYS LH                     APPROX. 4.6 KM 2503238.9 |
 AL0780| AL0812 ANCLOTE RIVER CUT AB RNG FR LT      391.596 METERS 25043     |
 AL0780| AL0798 ANCLOTE RIVER LIGHT 1               APPROX. 2.6 KM 2510141.3 |
 AL0780| AL0805 ANCLOTE RIVER CUT B RNG R LT        APPROX. 0.7 KM 2672413.6 |
 AL0780| AL0825 NORTH ANCLOTE LIGHT 6               APPROX. 3.8 KM 3283550.5 |
 AL0780| AL0804 DRIB BIRDRACK                       APPROX. 4.6 KM 3581700.9 |
 AL0780|---------------------------------------------------------------------|
 AL0780
 AL0780                          SUPERSEDED SURVEY CONTROL
 AL0780
 AL0780  NAD 83(1986)-  28 10 51.31286(N)    082 48 00.92535(W) AD(       ) 3
 AL0780  NAD 27      -  28 10 50.27000(N)    082 48 01.56300(W) AD(       ) 3
 AL0780
 AL0780.Superseded values are not recommended for survey control.
 AL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0780.See file dsdata.txt to determine how the superseded data were derived.
 AL0780
 AL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2327518555(NAD 83)
 AL0780_MARKER: 14 = NAVIGATION LIGHT
 AL0780
 AL0780  HISTORY     - Date     Condition        Report By
 AL0780  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0780  HISTORY     - 1952     GOOD             CGS
 AL0780
 AL0780                          STATION DESCRIPTION
 AL0780
 AL0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0780'STATION IS APPROXIMATELY 2.5 MILES NORTHWEST OF TARPON SPRINGS
 AL0780'NEAR THE ENTRANCE TO THE ANCLOTE RIVER, NORTH OF THE CHANNEL,
 AL0780'THE FINIAL OF THE SMALL AUXILIARY LIGHT (NOT THE RANGE LIGHT)
 AL0780'WHICH IS MOUNTED ATOP A WHITE TRIANGULAR SLATTED STRUCTURE ON
 AL0780'PILES.  THE LIGHT IS APPROXIMATELY 22 FEET ABOVE M. H. W.
 AL0780'
 AL0780'(NOTE--THIS IS THE SAME TRIANGULATION STATION AS IN (REAR RANGE
 AL0780'BEACON, ANCLOTE RIVER), 1926.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0812 ***********************************************************************
 AL0812  DESIGNATION -  ANCLOTE RIVER CUT AB RNG FR LT
 AL0812  PID         -  AL0812
 AL0812  STATE/COUNTY-  FL/PASCO
 AL0812  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0812
 AL0812                         *CURRENT SURVEY CONTROL
 AL0812  ___________________________________________________________________
 AL0812* NAD 83(1990)-  28 10 47.10253(N)    082 48 14.46584(W)     ADJUSTED  
 AL0812* NAVD 88     -                                                        
 AL0812  ___________________________________________________________________
 AL0812  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AL0812  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0812
 AL0812  HORZ ORDER  -  THIRD
 AL0812
 AL0812.The horizontal coordinates were established by classical geodetic methods
 AL0812.and adjusted by the National Geodetic Survey in May 1991..
 AL0812
 AL0812
 AL0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0812
 AL0812.The geoid height was determined by GEOID03.
 AL0812
 AL0812;                    North         East     Units Scale Factor Converg.
 AL0812;SPC FL W     -   426,389.554   121,050.078   MT  1.00001808   -0 22 47.0
 AL0812;SPC FL W     - 1,398,913.06    397,145.13   sFT  1.00001808   -0 22 47.0
 AL0812;UTM  17      - 3,118,431.440   322,903.248   MT  0.99998710   -0 51 07.7
 AL0812
 AL0812                          SUPERSEDED SURVEY CONTROL
 AL0812
 AL0812  NAD 83(1986)-  28 10 47.11032(N)    082 48 14.47551(W) AD(       ) 4
 AL0812  NAD 27      -  28 10 46.06800(N)    082 48 15.11400(W) AD(       ) 3
 AL0812
 AL0812.Superseded values are not recommended for survey control.
 AL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0812.See file dsdata.txt to determine how the superseded data were derived.
 AL0812
 AL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2290318431(NAD 83)
 AL0812_MARKER: 14 = NAVIGATION LIGHT
 AL0812
 AL0812  HISTORY     - Date     Condition        Report By
 AL0812  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0812  HISTORY     - 1952     GOOD             CGS
 AL0812
 AL0812                          STATION DESCRIPTION
 AL0812
 AL0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0812'THE STATION IS APPROXIMATELY 3.0 MILES NORTHWEST OF TARPON
 AL0812'SPRINGS NEAR THE ENTRANCE TO THE ANCLOTE RIVER, ON THE NORTH
 AL0812'SIDE OF THE CHANNEL, THE FINIAL OF THE LIGHT ATOP BLACK PILE
 AL0812'DOLPHIN.  THE LIGHT IS APPROXIMATELY 15 FEET ABOVE M. H. W. AND
 AL0812'SERVES AS THE FRONT LIGHT FOR BOTH CUTS A AND B.
 AL0812'
 AL0812'(NOTE--THIS IS THE SAME TRIANGULATION STATION AS CENT (FRONT
 AL0812'RANGE BEACON, ANCLOTE RIVER), 1926).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0805 ***********************************************************************
 AL0805  DESIGNATION -  ANCLOTE RIVER CUT B RNG R LT
 AL0805  PID         -  AL0805
 AL0805  STATE/COUNTY-  FL/PASCO
 AL0805  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0805
 AL0805                         *CURRENT SURVEY CONTROL
 AL0805  ___________________________________________________________________
 AL0805* NAD 83(1990)-  28 10 50.29037(N)    082 48 26.15528(W)     ADJUSTED  
 AL0805* NAVD 88     -                                                        
 AL0805  ___________________________________________________________________
 AL0805  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AL0805  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0805
 AL0805  HORZ ORDER  -  THIRD
 AL0805
 AL0805.The horizontal coordinates were established by classical geodetic methods
 AL0805.and adjusted by the National Geodetic Survey in May 1991..
 AL0805
 AL0805
 AL0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0805
 AL0805.The geoid height was determined by GEOID03.
 AL0805
 AL0805;                    North         East     Units Scale Factor Converg.
 AL0805;SPC FL W     -   426,489.805   120,731.876   MT  1.00001870   -0 22 52.5
 AL0805;SPC FL W     - 1,399,241.97    396,101.16   sFT  1.00001870   -0 22 52.5
 AL0805;UTM  17      - 3,118,534.309   322,585.893   MT  0.99998849   -0 51 13.4
 AL0805
 AL0805                          SUPERSEDED SURVEY CONTROL
 AL0805
 AL0805  NAD 83(1986)-  28 10 50.29819(N)    082 48 26.16499(W) AD(       ) 4
 AL0805  NAD 27      -  28 10 49.25700(N)    082 48 26.78900(W) AD(       ) 3
 AL0805
 AL0805.Superseded values are not recommended for survey control.
 AL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0805.See file dsdata.txt to determine how the superseded data were derived.
 AL0805
 AL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2258618534(NAD 83)
 AL0805_MARKER: 14 = NAVIGATION LIGHT
 AL0805
 AL0805  HISTORY     - Date     Condition        Report By
 AL0805  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0805
 AL0805                          STATION DESCRIPTION
 AL0805
 AL0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0805'STATION IS APPROXIMATELY 3.0 MILES NORTHWEST OF TARPON SPRINGS
 AL0805'NEAR THE ENTRANCE TO THE ANCLOTE RIVER, NORTH OF THE CHANNEL,
 AL0805'THE FINIAL OF THE SMALL AUXILIARY LIGHT (NOT THE RANGE LIGHT)
 AL0805'MOUNTED ATOP A WHITE TRIANGULAR SLATTED STRUCTURE ON PILES.  THE
 AL0805'LIGHT IS APPROXIMATELY 22 FEET ABOVE M. H. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0820 ***********************************************************************
 AL0820  DESIGNATION -  ANCLOTE RIVER CUT C RNG R LT
 AL0820  PID         -  AL0820
 AL0820  STATE/COUNTY-  FL/PINELLAS
 AL0820  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0820
 AL0820                         *CURRENT SURVEY CONTROL
 AL0820  ___________________________________________________________________
 AL0820* NAD 83(1990)-  28 09 53.75978(N)    082 46 57.25669(W)     ADJUSTED  
 AL0820* NAVD 88     -                                                        
 AL0820  ___________________________________________________________________
 AL0820  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AL0820  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AL0820
 AL0820  HORZ ORDER  -  THIRD
 AL0820
 AL0820.The horizontal coordinates were established by classical geodetic methods
 AL0820.and adjusted by the National Geodetic Survey in May 1991..
 AL0820
 AL0820
 AL0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0820
 AL0820.The geoid height was determined by GEOID03.
 AL0820
 AL0820;                    North         East     Units Scale Factor Converg.
 AL0820;SPC FL W     -   424,733.693   123,145.532   MT  1.00001405   -0 22 09.8
 AL0820;SPC FL W     - 1,393,480.46    404,019.97   sFT  1.00001405   -0 22 09.8
 AL0820;UTM  17      - 3,116,758.418   324,984.911   MT  0.99997805   -0 50 29.8
 AL0820
 AL0820                          SUPERSEDED SURVEY CONTROL
 AL0820
 AL0820  NAD 83(1986)-  28 09 53.76733(N)    082 46 57.26636(W) AD(       ) 4
 AL0820  NAD 27      -  28 09 52.72300(N)    082 46 57.90000(W) AD(       ) 3
 AL0820
 AL0820.Superseded values are not recommended for survey control.
 AL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0820.See file dsdata.txt to determine how the superseded data were derived.
 AL0820
 AL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2498516758(NAD 83)
 AL0820_MARKER: 14 = NAVIGATION LIGHT
 AL0820
 AL0820  HISTORY     - Date     Condition        Report By
 AL0820  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0820
 AL0820                          STATION DESCRIPTION
 AL0820
 AL0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0820'THE STATION IS APPROXIMATELY 1.2 MILES NORTHWEST OF TARPON
 AL0820'SPRINGS, SOUTH OF THE CHANNEL, THE FINIAL OF THE RANGE LIGHT
 AL0820'ATOP PILE STRUCTURE SUPPORTING BOTH LIGHT AND WHITE TRIANGULAR
 AL0820'DAYMARK WITH RED STRIPE.  THE LIGHT IS APPROXIMATELY 22 FEET ABOVE
 AL0820'M.H.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0783 ***********************************************************************
 AL0783  DESIGNATION -  ANCLOTE RIVER CUT E RNG R LT
 AL0783  PID         -  AL0783
 AL0783  STATE/COUNTY-  FL/PINELLAS
 AL0783  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0783
 AL0783                         *CURRENT SURVEY CONTROL
 AL0783  ___________________________________________________________________
 AL0783* NAD 83(1990)-  28 09 33.04047(N)    082 46 21.89518(W)     ADJUSTED  
 AL0783* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0783  ___________________________________________________________________
 AL0783  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AL0783  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AL0783
 AL0783  HORZ ORDER  -  THIRD
 AL0783
 AL0783.The horizontal coordinates were established by classical geodetic methods
 AL0783.and adjusted by the National Geodetic Survey in May 1991..
 AL0783
 AL0783.The orthometric height was scaled from a topographic map.
 AL0783
 AL0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0783
 AL0783.The geoid height was determined by GEOID03.
 AL0783
 AL0783;                    North         East     Units Scale Factor Converg.
 AL0783;SPC FL W     -   424,089.696   124,106.163   MT  1.00001224   -0 21 52.9
 AL0783;SPC FL W     - 1,391,367.61    407,171.64   sFT  1.00001224   -0 21 52.9
 AL0783;UTM  17      - 3,116,106.551   325,940.166   MT  0.99997394   -0 50 12.5
 AL0783
 AL0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0783!SPC FL W     -   1.00000383  x   1.00001224  =   1.00001607
 AL0783!UTM  17      -   1.00000383  x   0.99997394  =   0.99997777
 AL0783
 AL0783|---------------------------------------------------------------------|
 AL0783| PID    Reference Object                     Distance      Geod. Az  |
 AL0783|                                                           dddmmss.s |
 AL0783| AL0797 FERGUSON                            129.624 METERS 08437     |
 AL0783| AL0794 ANCLOTE RIVER CUT E RNG FR LT       206.359 METERS 31716     |
 AL0783| AL0819 ANCLOTE RIVER LIGHT 29              APPROX. 1.0 KM 3185923.9 |
 AL0783| AL0823 VICTOR CHEMICAL WORKS STACK         APPROX. 1.0 KM 3333254.3 |
 AL0783| AL0792 TARPON SPGS STAUFFER CHEM TANK      APPROX. 1.0 KM 3451350.3 |
 AL0783|---------------------------------------------------------------------|
 AL0783
 AL0783                          SUPERSEDED SURVEY CONTROL
 AL0783
 AL0783  NAD 83(1986)-  28 09 33.04795(N)    082 46 21.90487(W) AD(       ) 3
 AL0783  NAD 27      -  28 09 32.00500(N)    082 46 22.54100(W) AD(       ) 3
 AL0783
 AL0783.Superseded values are not recommended for survey control.
 AL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0783.See file dsdata.txt to determine how the superseded data were derived.
 AL0783
 AL0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2594016107(NAD 83)
 AL0783_MARKER: 14 = NAVIGATION LIGHT
 AL0783
 AL0783  HISTORY     - Date     Condition        Report By
 AL0783  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0783
 AL0783                          STATION DESCRIPTION
 AL0783
 AL0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0783'STATION IS APPROXIMATELY 3/4 MILE NORTHWEST OF TARPON SPRINGS,
 AL0783'FLORIDA, SOUTH OF THE DREDGED CHANNEL, THE FINIAL OF THE RANGE
 AL0783'LIGHT WHICH IS MOUNTED ATOP WHITE TRIANGULAR SLATTED STRUCTURE
 AL0783'ON PILES.  THE LIGHT IS APPROXIMATELY 22 FEET ABOVE M.H.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0794 ***********************************************************************
 AL0794  DESIGNATION -  ANCLOTE RIVER CUT E RNG FR LT
 AL0794  PID         -  AL0794
 AL0794  STATE/COUNTY-  FL/PINELLAS
 AL0794  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0794
 AL0794                         *CURRENT SURVEY CONTROL
 AL0794  ___________________________________________________________________
 AL0794* NAD 83(1990)-  28 09 37.96490(N)    082 46 27.02719(W)     ADJUSTED  
 AL0794* NAVD 88     -                                                        
 AL0794  ___________________________________________________________________
 AL0794  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AL0794  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AL0794
 AL0794  HORZ ORDER  -  THIRD
 AL0794
 AL0794.The horizontal coordinates were established by classical geodetic methods
 AL0794.and adjusted by the National Geodetic Survey in May 1991..
 AL0794
 AL0794
 AL0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0794
 AL0794.The geoid height was determined by GEOID03.
 AL0794
 AL0794;                    North         East     Units Scale Factor Converg.
 AL0794;SPC FL W     -   424,242.180   123,967.117   MT  1.00001250   -0 21 55.4
 AL0794;SPC FL W     - 1,391,867.89    406,715.45   sFT  1.00001250   -0 21 55.4
 AL0794;UTM  17      - 3,116,260.169   325,802.387   MT  0.99997453   -0 50 15.1
 AL0794
 AL0794                          SUPERSEDED SURVEY CONTROL
 AL0794
 AL0794  NAD 83(1986)-  28 09 37.97238(N)    082 46 27.03686(W) AD(       ) 4
 AL0794  NAD 27      -  28 09 36.92700(N)    082 46 27.67000(W) AD(       ) 3
 AL0794
 AL0794.Superseded values are not recommended for survey control.
 AL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0794.See file dsdata.txt to determine how the superseded data were derived.
 AL0794
 AL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2580216260(NAD 83)
 AL0794_MARKER: 14 = NAVIGATION LIGHT
 AL0794
 AL0794  HISTORY     - Date     Condition        Report By
 AL0794  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0794
 AL0794                          STATION DESCRIPTION
 AL0794
 AL0794'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0813 ***********************************************************************
 AL0813  DESIGNATION -  ANCLOTE RIVER ENTRANCE BEACON
 AL0813  PID         -  AL0813
 AL0813  STATE/COUNTY-  FL/PASCO
 AL0813  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0813
 AL0813                         *CURRENT SURVEY CONTROL
 AL0813  ___________________________________________________________________
 AL0813* NAD 83(1990)-  28 10 45.11916(N)    082 48 13.38506(W)     ADJUSTED  
 AL0813* NAVD 88     -                                                        
 AL0813  ___________________________________________________________________
 AL0813  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AL0813  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0813
 AL0813  HORZ ORDER  -  THIRD
 AL0813
 AL0813.The horizontal coordinates were established by classical geodetic methods
 AL0813.and adjusted by the National Geodetic Survey in May 1991..
 AL0813
 AL0813
 AL0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0813
 AL0813.The geoid height was determined by GEOID03.
 AL0813
 AL0813;                    North         East     Units Scale Factor Converg.
 AL0813;SPC FL W     -   426,328.303   121,079.154   MT  1.00001802   -0 22 46.4
 AL0813;SPC FL W     - 1,398,712.11    397,240.52   sFT  1.00001802   -0 22 46.4
 AL0813;UTM  17      - 3,118,369.953   322,931.817   MT  0.99998698   -0 51 07.2
 AL0813
 AL0813                          SUPERSEDED SURVEY CONTROL
 AL0813
 AL0813  NAD 83(1986)-  28 10 45.12695(N)    082 48 13.39474(W) AD(       ) 4
 AL0813  NAD 27      -  28 10 44.08600(N)    082 48 14.03100(W) AD(       ) 3
 AL0813
 AL0813.Superseded values are not recommended for survey control.
 AL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0813.See file dsdata.txt to determine how the superseded data were derived.
 AL0813
 AL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2293218370(NAD 83)
 AL0813
 AL0813  HISTORY     - Date     Condition        Report By
 AL0813  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0813  HISTORY     - 1952     MARK NOT FOUND   CGS
 AL0813
 AL0813                          STATION DESCRIPTION
 AL0813
 AL0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0813'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0781 ***********************************************************************
 AL0781  DESIGNATION -  ANCLOTE RIVER LIGHT 17
 AL0781  PID         -  AL0781
 AL0781  STATE/COUNTY-  FL/PASCO
 AL0781  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0781
 AL0781                         *CURRENT SURVEY CONTROL
 AL0781  ___________________________________________________________________
 AL0781* NAD 83(1990)-  28 10 34.96428(N)    082 47 27.58229(W)     ADJUSTED  
 AL0781* NAVD 88     -                                                        
 AL0781  ___________________________________________________________________
 AL0781  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AL0781  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AL0781
 AL0781  HORZ ORDER  -  THIRD
 AL0781
 AL0781.The horizontal coordinates were established by classical geodetic methods
 AL0781.and adjusted by the National Geodetic Survey in May 1991..
 AL0781
 AL0781
 AL0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0781
 AL0781.The geoid height was determined by GEOID03.
 AL0781
 AL0781;                    North         East     Units Scale Factor Converg.
 AL0781;SPC FL W     -   426,007.486   122,326.491   MT  1.00001561   -0 22 24.7
 AL0781;SPC FL W     - 1,397,659.56    401,332.83   sFT  1.00001561   -0 22 24.7
 AL0781;UTM  17      - 3,118,038.874   324,176.426   MT  0.99998156   -0 50 45.2
 AL0781
 AL0781                          SUPERSEDED SURVEY CONTROL
 AL0781
 AL0781  NAD 83(1986)-  28 10 34.97196(N)    082 47 27.59192(W) AD(       ) 4
 AL0781  NAD 27      -  28 10 33.92900(N)    082 47 28.23100(W) AD(       ) 3
 AL0781
 AL0781.Superseded values are not recommended for survey control.
 AL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0781.See file dsdata.txt to determine how the superseded data were derived.
 AL0781
 AL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2417618039(NAD 83)
 AL0781_MARKER: 14 = NAVIGATION LIGHT
 AL0781
 AL0781  HISTORY     - Date     Condition        Report By
 AL0781  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0781
 AL0781                          STATION DESCRIPTION
 AL0781
 AL0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0781'THE STATION IS APPROXIMATELY 2.5 MILES NORTHWEST OF TARPON
 AL0781'SPRINGS, ON THE NORTH SIDE OF THE CHANNEL AT THE BEND BETWEEN
 AL0781'CUT B AND CUT C.  IT IS THE FINIAL OF THE LIGHT ATOP PILE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0798 ***********************************************************************
 AL0798  DESIGNATION -  ANCLOTE RIVER LIGHT 1
 AL0798  PID         -  AL0798
 AL0798  STATE/COUNTY-  FL/PINELLAS
 AL0798  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0798
 AL0798                         *CURRENT SURVEY CONTROL
 AL0798  ___________________________________________________________________
 AL0798* NAD 83(1990)-  28 10 23.52401(N)    082 49 32.08246(W)     ADJUSTED  
 AL0798* NAVD 88     -                                                        
 AL0798  ___________________________________________________________________
 AL0798  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AL0798  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AL0798
 AL0798  HORZ ORDER  -  THIRD
 AL0798
 AL0798.The horizontal coordinates were established by classical geodetic methods
 AL0798.and adjusted by the National Geodetic Survey in May 1991..
 AL0798
 AL0798
 AL0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0798
 AL0798.The geoid height was determined by GEOID03.
 AL0798
 AL0798;                    North         East     Units Scale Factor Converg.
 AL0798;SPC FL W     -   425,677.933   118,927.975   MT  1.00002227   -0 23 23.3
 AL0798;SPC FL W     - 1,396,578.35    390,182.86   sFT  1.00002227   -0 23 23.3
 AL0798;UTM  17      - 3,117,737.360   320,775.410   MT  0.99999646   -0 51 43.8
 AL0798
 AL0798                          SUPERSEDED SURVEY CONTROL
 AL0798
 AL0798  NAD 83(1986)-  28 10 23.53192(N)    082 49 32.09232(W) AD(       ) 4
 AL0798  NAD 27      -  28 10 22.48800(N)    082 49 32.72300(W) AD(       ) 3
 AL0798
 AL0798.Superseded values are not recommended for survey control.
 AL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0798.See file dsdata.txt to determine how the superseded data were derived.
 AL0798
 AL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2077517737(NAD 83)
 AL0798_MARKER: 14 = NAVIGATION LIGHT
 AL0798
 AL0798  HISTORY     - Date     Condition        Report By
 AL0798  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0798
 AL0798                          STATION DESCRIPTION
 AL0798
 AL0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0798'THE STATION IS APPROXIMATELY 0.9 MILES NORTHWEST OF ANCLOTE
 AL0798'KEYS LIGHTHOUSE ON THE NORTH SIDE OF THE ANCLOTE RIVER CHANNEL,
 AL0798'AT THE ENTRANCE TO CUT A.  IT IS THE FINIAL OF THE LIGHT ATOP
 AL0798'GROUP OF PILES.  THE LIGHT IS APPROXIMATELY 16 FEET ABOVE M.H.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0817 ***********************************************************************
 AL0817  DESIGNATION -  ANCLOTE RIVER LIGHT 22
 AL0817  PID         -  AL0817
 AL0817  STATE/COUNTY-  FL/PINELLAS
 AL0817  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0817
 AL0817                         *CURRENT SURVEY CONTROL
 AL0817  ___________________________________________________________________
 AL0817* NAD 83(1990)-  28 10 05.00649(N)    082 47 05.84670(W)     ADJUSTED  
 AL0817* NAVD 88     -                                                        
 AL0817  ___________________________________________________________________
 AL0817  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AL0817  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0817
 AL0817  HORZ ORDER  -  THIRD
 AL0817
 AL0817.The horizontal coordinates were established by classical geodetic methods
 AL0817.and adjusted by the National Geodetic Survey in May 1991..
 AL0817
 AL0817
 AL0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0817
 AL0817.The geoid height was determined by GEOID03.
 AL0817
 AL0817;                    North         East     Units Scale Factor Converg.
 AL0817;SPC FL W     -   425,081.422   122,913.428   MT  1.00001449   -0 22 14.0
 AL0817;SPC FL W     - 1,394,621.30    403,258.47   sFT  1.00001449   -0 22 14.0
 AL0817;UTM  17      - 3,117,108.035   324,755.689   MT  0.99997905   -0 50 34.2
 AL0817
 AL0817                          SUPERSEDED SURVEY CONTROL
 AL0817
 AL0817  NAD 83(1986)-  28 10 05.01406(N)    082 47 05.85636(W) AD(       ) 4
 AL0817  NAD 27      -  28 10 03.97000(N)    082 47 06.49100(W) AD(       ) 3
 AL0817
 AL0817.Superseded values are not recommended for survey control.
 AL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0817.See file dsdata.txt to determine how the superseded data were derived.
 AL0817
 AL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2475617108(NAD 83)
 AL0817_MARKER: 14 = NAVIGATION LIGHT
 AL0817
 AL0817  HISTORY     - Date     Condition        Report By
 AL0817  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0817
 AL0817                          STATION DESCRIPTION
 AL0817
 AL0817'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0819 ***********************************************************************
 AL0819  DESIGNATION -  ANCLOTE RIVER LIGHT 29
 AL0819  PID         -  AL0819
 AL0819  STATE/COUNTY-  FL/PINELLAS
 AL0819  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0819
 AL0819                         *CURRENT SURVEY CONTROL
 AL0819  ___________________________________________________________________
 AL0819* NAD 83(1990)-  28 09 57.63346(N)    082 46 46.02788(W)     ADJUSTED  
 AL0819* NAVD 88     -                                                        
 AL0819  ___________________________________________________________________
 AL0819  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AL0819  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0819
 AL0819  HORZ ORDER  -  THIRD
 AL0819
 AL0819.The horizontal coordinates were established by classical geodetic methods
 AL0819.and adjusted by the National Geodetic Survey in May 1991..
 AL0819
 AL0819
 AL0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0819
 AL0819.The geoid height was determined by GEOID03.
 AL0819
 AL0819;                    North         East     Units Scale Factor Converg.
 AL0819;SPC FL W     -   424,850.968   123,452.629   MT  1.00001347   -0 22 04.6
 AL0819;SPC FL W     - 1,393,865.22    405,027.50   sFT  1.00001347   -0 22 04.6
 AL0819;UTM  17      - 3,116,873.154   325,292.953   MT  0.99997672   -0 50 24.6
 AL0819
 AL0819                          SUPERSEDED SURVEY CONTROL
 AL0819
 AL0819  NAD 83(1986)-  28 09 57.64100(N)    082 46 46.03753(W) AD(       ) 4
 AL0819  NAD 27      -  28 09 56.59600(N)    082 46 46.67200(W) AD(       ) 3
 AL0819
 AL0819.Superseded values are not recommended for survey control.
 AL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0819.See file dsdata.txt to determine how the superseded data were derived.
 AL0819
 AL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2529316873(NAD 83)
 AL0819_MARKER: 14 = NAVIGATION LIGHT
 AL0819
 AL0819  HISTORY     - Date     Condition        Report By
 AL0819  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0819
 AL0819                          STATION DESCRIPTION
 AL0819
 AL0819'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0828 ***********************************************************************
 AL0828  DESIGNATION -  ANCLOTE RIVER LIGHT 48
 AL0828  PID         -  AL0828
 AL0828  STATE/COUNTY-  FL/PINELLAS
 AL0828  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0828
 AL0828                         *CURRENT SURVEY CONTROL
 AL0828  ___________________________________________________________________
 AL0828* NAD 83(1990)-  28 09 23.38449(N)    082 46 03.15832(W)     ADJUSTED  
 AL0828* NAVD 88     -                                                        
 AL0828  ___________________________________________________________________
 AL0828  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AL0828  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AL0828
 AL0828  HORZ ORDER  -  THIRD
 AL0828
 AL0828.The horizontal coordinates were established by classical geodetic methods
 AL0828.and adjusted by the National Geodetic Survey in May 1991..
 AL0828
 AL0828
 AL0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0828
 AL0828.The geoid height was determined by GEOID03.
 AL0828
 AL0828;                    North         East     Units Scale Factor Converg.
 AL0828;SPC FL W     -   423,789.207   124,615.467   MT  1.00001129   -0 21 43.9
 AL0828;SPC FL W     - 1,390,381.76    408,842.58   sFT  1.00001129   -0 21 43.9
 AL0828;UTM  17      - 3,115,801.888   326,446.958   MT  0.99997176   -0 50 03.4
 AL0828
 AL0828                          SUPERSEDED SURVEY CONTROL
 AL0828
 AL0828  NAD 83(1986)-  28 09 23.39194(N)    082 46 03.16804(W) AD(       ) 4
 AL0828  NAD 27      -  28 09 22.34900(N)    082 46 03.80600(W) AD(       ) 3
 AL0828
 AL0828.Superseded values are not recommended for survey control.
 AL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0828.See file dsdata.txt to determine how the superseded data were derived.
 AL0828
 AL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2644715802(NAD 83)
 AL0828_MARKER: 14 = NAVIGATION LIGHT
 AL0828
 AL0828  HISTORY     - Date     Condition        Report By
 AL0828  HISTORY     - 1952     FIRST OBSERVED   CGS
 AL0828
 AL0828                          STATION DESCRIPTION
 AL0828
 AL0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0828'THIS STATION IS AT THE FIRST BEND IN THE ANCLOTE RIVER, W OF
 AL0828'TARPON SPRINGS, IT IS THE FINIAL OF THE LIGHT ATOP PILE
 AL0828'DOLPHIN.  THE LIGHT IS APPROXIMATELY 16 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0806 ***********************************************************************
 AL0806  DESIGNATION -  ANCLOTE RIVER RANGE REAR LIGHT
 AL0806  PID         -  AL0806
 AL0806  STATE/COUNTY-  FL/PASCO
 AL0806  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0806
 AL0806                         *CURRENT SURVEY CONTROL
 AL0806  ___________________________________________________________________
 AL0806* NAD 83(1990)-  28 10 50.30504(N)    082 48 26.14344(W)     ADJUSTED  
 AL0806* NAVD 88     -                                                        
 AL0806  ___________________________________________________________________
 AL0806  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AL0806  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0806
 AL0806  HORZ ORDER  -  THIRD
 AL0806
 AL0806.The horizontal coordinates were established by classical geodetic methods
 AL0806.and adjusted by the National Geodetic Survey in May 1991..
 AL0806
 AL0806
 AL0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0806
 AL0806.The geoid height was determined by GEOID03.
 AL0806
 AL0806;                    North         East     Units Scale Factor Converg.
 AL0806;SPC FL W     -   426,490.255   120,732.202   MT  1.00001870   -0 22 52.5
 AL0806;SPC FL W     - 1,399,243.44    396,102.23   sFT  1.00001870   -0 22 52.5
 AL0806;UTM  17      - 3,118,534.756   322,586.223   MT  0.99998849   -0 51 13.3
 AL0806
 AL0806                          SUPERSEDED SURVEY CONTROL
 AL0806
 AL0806  NAD 83(1986)-  28 10 50.31287(N)    082 48 26.15313(W) AD(       ) 4
 AL0806  NAD 27      -  28 10 49.26800(N)    082 48 26.79100(W) AD(       ) 3
 AL0806
 AL0806.Superseded values are not recommended for survey control.
 AL0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0806.See file dsdata.txt to determine how the superseded data were derived.
 AL0806
 AL0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2258618535(NAD 83)
 AL0806_MARKER: 14 = NAVIGATION LIGHT
 AL0806
 AL0806  HISTORY     - Date     Condition        Report By
 AL0806  HISTORY     - 1926     FIRST OBSERVED   CGS
 AL0806  HISTORY     - 1952     MARK NOT FOUND   CGS
 AL0806
 AL0806                          STATION DESCRIPTION
 AL0806
 AL0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0806'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0791 ***********************************************************************
 AL0791  DESIGNATION -  ANCLOTE USAF MICROWAVE TOWER
 AL0791  PID         -  AL0791
 AL0791  STATE/COUNTY-  FL/PASCO
 AL0791  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0791
 AL0791                         *CURRENT SURVEY CONTROL
 AL0791  ___________________________________________________________________
 AL0791* NAD 83(1990)-  28 11 28.49567(N)    082 47 22.47201(W)     ADJUSTED  
 AL0791* NAVD 88     -                                                        
 AL0791  ___________________________________________________________________
 AL0791  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AL0791  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AL0791
 AL0791  HORZ ORDER  -  THIRD
 AL0791
 AL0791.The horizontal coordinates were established by classical geodetic methods
 AL0791.and adjusted by the National Geodetic Survey in May 1991..
 AL0791
 AL0791
 AL0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0791
 AL0791.The geoid height was determined by GEOID03.
 AL0791
 AL0791;                    North         East     Units Scale Factor Converg.
 AL0791;SPC FL W     -   427,654.479   122,476.615   MT  1.00001532   -0 22 22.9
 AL0791;SPC FL W     - 1,403,063.07    401,825.36   sFT  1.00001532   -0 22 22.9
 AL0791;UTM  17      - 3,119,684.516   324,340.122   MT  0.99998084   -0 50 44.3
 AL0791
 AL0791                          SUPERSEDED SURVEY CONTROL
 AL0791
 AL0791  NAD 83(1986)-  28 11 28.50413(N)    082 47 22.47929(W) AD(       ) 4
 AL0791  NAD 27      -  28 11 27.46800(N)    082 47 23.10600(W) AD(       ) 3
 AL0791
 AL0791.Superseded values are not recommended for survey control.
 AL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0791.See file dsdata.txt to determine how the superseded data were derived.
 AL0791
 AL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2434019685(NAD 83)
 AL0791_MARKER: 45 = MICROWAVE TOWER
 AL0791
 AL0791  HISTORY     - Date     Condition        Report By
 AL0791  HISTORY     - 1960     FIRST OBSERVED   CGS
 AL0791
 AL0791                          STATION DESCRIPTION
 AL0791
 AL0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 AL0791'THE STATION IS LOCATED 5 MILES NORTHEAST OF TARPON SPRINGS, 3
 AL0791'MILES NORTHEAST OF ANCLOTE, AND 25 FEET SOUTH OF THE SOUTHWEST
 AL0791'CORNER OF A BUILDING.  STATION IS ON PROPERTY OWNED BY THE
 AL0791'U.S. AIR FORCE.
 AL0791'
 AL0791'THE STATION IS A STEEL PYLON, 230 FEET HIGH, PAINTED ORANGE AND
 AL0791'WHITE AND HAS A FLASHING RED BEACON ON TOP.
 AL0791'
 AL0791'THE POINT INTERSECTED WAS THE FLASHING RED BEACON.
 AL0791'
 AL0791'TO REACH THE STATION FROM THE NORTH END OF THE ANCLOTE RIVER
 AL0791'BRIDGE AND U.S. HIGHWAY NO. 19 A IN TARPON SPRINGS, GO NORTH ON
 AL0791'U.S. HIGHWAY 19 A 0.9 MILE TO A ROAD LEFT AND A SIGN BEARING THE
 AL0791'LEGEND ANCLOTE 3 MILES.  TURN LEFT AND GO 1.9 MILES TO A
 AL0791'RAILROAD CROSSING AND CONTINUE IN A NORTHERLY DIRECTION FOR 1.6
 AL0791'MILES TO THE BEGINNING OF A SAND AND GRAVEL ROAD, CONTINUE
 AL0791'STRAIGHT AHEAD 0.3 MILE TO A CROSSROAD IN ANCLOTE.  GO STRAIGHT
 AL0791'AHEAD FOR 3.2 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 AL0791'AND GO 0.1 MILE TO A GATE AND GUARDHOUSE, CONTINUE STRAIGHT
 AL0791'AHEAD 0.05 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO 0.15
 AL0791'MILE TO STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4640 ***********************************************************************
 BG4640  DESIGNATION -  ANDERSON
 BG4640  PID         -  BG4640
 BG4640  STATE/COUNTY-  FL/OKALOOSA
 BG4640  USGS QUAD   -  NICEVILLE (1994)
 BG4640
 BG4640                         *CURRENT SURVEY CONTROL
 BG4640  ___________________________________________________________________
 BG4640* NAD 83(1990)-  30 31 09.00253(N)    086 29 32.29818(W)     ADJUSTED  
 BG4640* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 BG4640  ___________________________________________________________________
 BG4640  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BG4640  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG4640
 BG4640  HORZ ORDER  -  THIRD
 BG4640
 BG4640.The horizontal coordinates were established by classical geodetic methods
 BG4640.and adjusted by the National Geodetic Survey in May 1991..
 BG4640
 BG4640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4640
 BG4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4640
 BG4640.The geoid height was determined by GEOID03.
 BG4640
 BG4640;                    North         East     Units Scale Factor Converg.
 BG4640;SPC FL N     -   170,068.367   408,794.363   MT  0.99996722   -1 00 04.3
 BG4640;SPC FL N     -   557,965.97  1,341,186.17   sFT  0.99996722   -1 00 04.3
 BG4640;UTM  16      - 3,376,425.175   548,709.431   MT  0.99962927   +0 15 28.2
 BG4640
 BG4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4640!SPC FL N     -   1.00000406  x   0.99996722  =   0.99997128
 BG4640!UTM  16      -   1.00000406  x   0.99962927  =   0.99963333
 BG4640
 BG4640                          SUPERSEDED SURVEY CONTROL
 BG4640
 BG4640  NAD 83(1986)-  30 31 09.02022(N)    086 29 32.29682(W) AD(       ) 3
 BG4640  NGVD 29 (11/30/89)    1.6    (m)            5.     (f) VERT ANG       
 BG4640
 BG4640.Superseded values are not recommended for survey control.
 BG4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4640.See file dsdata.txt to determine how the superseded data were derived.
 BG4640
 BG4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4870976425(NAD 83)
 BG4640_MARKER: N = NAIL
 BG4640_SETTING: 0 = UNSPECIFIED SETTING
 BG4640_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4640
 BG4640  HISTORY     - Date     Condition        Report By
 BG4640  HISTORY     - 1988     MONUMENTED       NOSAMC
 BG4640  HISTORY     - 19980620 MARK NOT FOUND   USPSQD
 BG4640
 BG4640                          STATION DESCRIPTION
 BG4640
 BG4640'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 BG4640'THE STATION IS LOCATED IN THE NORTHERN PART OF CHOCTAWHATCHEE BAY ON
 BG4640'THE NORTH SHORE AT THE NORTH END OF BOGGY BAYOU ON THE SECOND PIER
 BG4640'EAST OF A SMALL BIGHT DUE SOUTH OF THE NICEVILLE LOOKOUT TOWER.
 BG4640'
 BG4640'TO REACH THE STATION BY BOAT PROCEED NORTH-NORTHWEST INTO BOGGY
 BG4640'BAYOU 2.3 NAUTICAL MILES PAST BOGGY POINT.  THE STATION IS ON
 BG4640'THE NORTH BANK OF BOGGY BAYOU.
 BG4640'
 BG4640'THE STATION MARK IS A PK NAIL DRIVEN INTO THE WOODEN SURFACE OF THE
 BG4640'PIER.  IT IS 34 METERS (111.5 FEET) SOUTH OF THE SHORELINE,
 BG4640'0.832 METERS (2.73 FEET) NORTH OF THE SOUTH END OF THE PIER,
 BG4640'0.812 METERS (2.67 FEET) NORTHEAST OF A LAGBOLT IN THE SOUTHEAST END
 BG4640'PILING OF THE PIER, 0.630 METERS (2.07 FEET) WEST OF THE EAST EDGE
 BG4640'OF THE PIER, AND 0.599 METERS (1.97 FEET) EAST OF THE WEST EDGE OF
 BG4640'THE PIER .
 BG4640'
 BG4640'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4640'
 BG4640'DESCRIBED BY C. MIDDLETON
 BG4640
 BG4640                          STATION RECOVERY (1998)
 BG4640
 BG4640'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1730 ***********************************************************************
 BC1730  DESIGNATION -  ANDERSON 2
 BC1730  PID         -  BC1730
 BC1730  STATE/COUNTY-  FL/DUVAL
 BC1730  USGS QUAD   -  AMELIA CITY (1992)
 BC1730
 BC1730                         *CURRENT SURVEY CONTROL
 BC1730  ___________________________________________________________________
 BC1730* NAD 83(1990)-  30 31 31.55067(N)    081 28 13.43042(W)     ADJUSTED  
 BC1730* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC1730  ___________________________________________________________________
 BC1730  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BC1730  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC1730
 BC1730  HORZ ORDER  -  THIRD
 BC1730
 BC1730.The horizontal coordinates were established by classical geodetic methods
 BC1730.and adjusted by the National Geodetic Survey in September 1997..
 BC1730
 BC1730.The orthometric height was scaled from a topographic map.
 BC1730
 BC1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1730
 BC1730.The geoid height was determined by GEOID03.
 BC1730
 BC1730;                    North         East     Units Scale Factor Converg.
 BC1730;SPC FL E     -   686,205.912   154,856.520   MT  0.99996631   -0 14 20.1
 BC1730;SPC FL E     - 2,251,327.23    508,058.43   sFT  0.99996631   -0 14 20.1
 BC1730;UTM  17      - 3,377,103.763   454,871.923   MT  0.99962512   -0 14 20.1
 BC1730
 BC1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC1730!SPC FL E     -   1.00000453  x   0.99996631  =   0.99997084
 BC1730!UTM  17      -   1.00000453  x   0.99962512  =   0.99962965
 BC1730
 BC1730|---------------------------------------------------------------------|
 BC1730| PID    Reference Object                     Distance      Geod. Az  |
 BC1730|                                                           dddmmss.s |
 BC1730| CW4562 ANDERSON 2 RM 1                      17.690 METERS 01159     |
 BC1730| BC1743 SAWPIT CREEK LIGHT                  APPROX. 2.9 KM 1363458.9 |
 BC1730| BC1741 SAWPIT CREEK RANGE 1 REAR           APPROX. 2.1 KM 1535539.4 |
 BC1730| BC1740 SAWPIT CREEK RANGE 1 FRONT          APPROX. 2.0 KM 1573826.0 |
 BC1730| BC1878 SAWPIT CREEK RANGE 3 REAR           APPROX. 2.8 KM 1690302.8 |
 BC1730| BC1880 SAWPIT CREEK RANGE 3 FRONT          APPROX. 3.0 KM 1701931.0 |
 BC1730| CW4563 ANDERSON 2 RM 2                      17.762 METERS 30303     |
 BC1730|---------------------------------------------------------------------|
 BC1730
 BC1730                          SUPERSEDED SURVEY CONTROL
 BC1730
 BC1730  NAD 83(1990)-  30 31 31.55048(N)    081 28 13.42948(W) AD(       ) 3
 BC1730  NAD 83(1986)-  30 31 31.55885(N)    081 28 13.43920(W) AD(       ) 3
 BC1730  NAD 27      -  30 31 30.69900(N)    081 28 14.11400(W) AD(       ) 3
 BC1730
 BC1730.Superseded values are not recommended for survey control.
 BC1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1730.See file dsdata.txt to determine how the superseded data were derived.
 BC1730
 BC1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5487277104(NAD 83)
 BC1730_MARKER: DS = TRIANGULATION STATION DISK
 BC1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1730
 BC1730  HISTORY     - Date     Condition        Report By
 BC1730  HISTORY     - 1933     MONUMENTED       CGS
 BC1730  HISTORY     - 1953     GOOD             CGS
 BC1730
 BC1730                          STATION DESCRIPTION
 BC1730
 BC1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC1730'STATION IS 80 METERS E OF THE TREE LINE ALONG E SIDE OF BLACK
 BC1730'HAMMOCK ISLAND AND 75 METERS S OF HIGH-WATER LINE OF S SIDE OF
 BC1730'NASSAU SOUND, IN HARD SAND MARSH.  STATION IS 65 METERS W OF THE
 BC1730'HIGH-WATER LINE OF A SLOUGH WHICH SEPARATES THE SOFT MARSH FROM
 BC1730'THE FIRM MARSH.  STATION IS EASILY REACHED AT ANY STAGE OF TIDE.
 BC1730'
 BC1730'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BC1730'CONCRETE.
 BC1730'
 BC1730'REFERENCE MARK NO. 1 IS NW OF STATION, 85 METERS E OF TREE LINE,
 BC1730'55 METERS S OF HIGH-WATER LINE.
 BC1730'
 BC1730'REFERENCE MARK NO. 2 IS W OF STATION, 60 METERS E OF TREE
 BC1730'LINE, 75 METERS S OF HIGH-WATER LINE.
 BC1730
 BC1730                          STATION RECOVERY (1953)
 BC1730
 BC1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 BC1730'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 BC1730'CONDITION.  A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK 1,
 BC1730'BUT IT WAS NOT FOUND.  A NEW DESCRIPTION FOLLOWS--
 BC1730'
 BC1730'ON THE SW SIDE OF NASSAU RIVER, ABOUT 1-1/4 MI. NW OF THE S
 BC1730'END OF THE TOLL BRIDGE ON HIGHWAY A1A, ABOUT 900 M. NW OF THE CUT
 BC1730'IN THE INTRACOASTAL WATERWAY CONNECTING NASSAU RIVER WITH
 BC1730'SAWPIT CREEK, ON THE INSHORE EDGE OF A SAND SPIT RUNNING SE FROM
 BC1730'THE FAST LAND INTO THE MARSH, 70 M. SE OF THE TREE LINE, 65 M. NW
 BC1730'OF A SMALL DRAIN, AND 25 M. SW OF THE HIGH-WATERLINE.  A
 BC1730'STANDARD TRIANGULATION-STATION DISK, STAMPED ANDERSON 2 1933 AND
 BC1730'SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT WHICH
 BC1730'PROJECTS ABOUT 1 FT.  A GRASS-COVERED FLAT LIES OFFSHORE
 BC1730'FROM THE STATION AND IS EXPOSED AT LOW WATER.
 BC1730'
 BC1730'REFERENCE MARK 2 IS NW OF THE STATION, AND IS A STANDARD
 BC1730'REFERENCE-MARK DISK, STAMPED NO 2 1933 AND SET IN THE TOP OF
 BC1730'A 12-IN. SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 FT.  THE
 BC1730'STATION IS BEST REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0740 ***********************************************************************
 BE0740  DESIGNATION -  ANDREW AZ MK RESET
 BE0740  PID         -  BE0740
 BE0740  STATE/COUNTY-  FL/BAY
 BE0740  USGS QUAD   -  PANAMA CITY (1982)
 BE0740
 BE0740                         *CURRENT SURVEY CONTROL
 BE0740  ___________________________________________________________________
 BE0740* NAD 83(1986)-  30 09 59.     (N)    085 41 31.     (W)     SCALED    
 BE0740* NAVD 88     -         7.479  (meters)      24.54   (feet)  ADJUSTED  
 BE0740  ___________________________________________________________________
 BE0740  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE0740  DYNAMIC HT  -           7.469 (meters)      24.50  (feet)  COMP
 BE0740  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 BE0740
 BE0740  VERT ORDER  -  FIRST     CLASS I
 BE0740
 BE0740.The horizontal coordinates were scaled from a topographic map and have
 BE0740.an estimated accuracy of +/- 6 seconds.
 BE0740
 BE0740.The orthometric height was determined by differential leveling
 BE0740.and adjusted by the National Geodetic Survey in June 1991..
 BE0740
 BE0740.The geoid height was determined by GEOID03.
 BE0740
 BE0740.The dynamic height is computed by dividing the NAVD 88
 BE0740.geopotential number by the normal gravity value computed on the
 BE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0740.degrees latitude (g = 980.6199 gals.).
 BE0740
 BE0740.The modeled gravity was interpolated from observed gravity values.
 BE0740
 BE0740;                    North         East    Units  Estimated Accuracy
 BE0740;SPC FL N     -   129,890.      485,190.      MT  (+/- 180 meters Scaled)
 BE0740
 BE0740                          SUPERSEDED SURVEY CONTROL
 BE0740
 BE0740  NGVD 29 (??/??/92)    7.629  (m)           25.03   (f) ADJ UNCH    1 1
 BE0740
 BE0740.Superseded values are not recommended for survey control.
 BE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0740.See file dsdata.txt to determine how the superseded data were derived.
 BE0740
 BE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU259379(NAD 83)
 BE0740_MARKER: DZ = AZIMUTH MARK DISK
 BE0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0740_STAMPING: ANDREWS 1934 RESET 1956
 BE0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0740+STABILITY: SURFACE MOTION
 BE0740
 BE0740  HISTORY     - Date     Condition        Report By
 BE0740  HISTORY     - 1956     MONUMENTED       CGS
 BE0740  HISTORY     - 1967     GOOD             NGS
 BE0740  HISTORY     - 1975     GOOD             NGS
 BE0740  HISTORY     - 1985     GOOD             USPSQD
 BE0740  HISTORY     - 19860221 GOOD             USPSQD
 BE0740  HISTORY     - 19910131 GOOD             USPSQD
 BE0740  HISTORY     - 19970301 GOOD             USPSQD
 BE0740
 BE0740                          STATION DESCRIPTION
 BE0740
 BE0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0740'2.2 MI W FROM PANAMA CITY.
 BE0740'ABOUT 2.1 MILES WEST ALONG THE BUSINESS ROUTE OF U.S. HIGHWAY
 BE0740'98 FROM THE INTERSECTION OF HARRISON AVENUE AT PANAMA CITY,
 BE0740'THENCE 0.05 MILE NORTH ALONG FRANKFORD AVENUE, NEAR THE
 BE0740'INTERSECTION OF 10 TH STREET LEADING WEST, 33 1/2 FEET NORTH
 BE0740'OF THE CENTER LINE OF THE STREET, 7.4 FEET WEST OF THE WEST
 BE0740'CURB OF THE AVENUE, 2.3 FEET NORTH OF A CONCRETE STREET MARKER
 BE0740'POST, 0.5 FOOT EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK,
 BE0740'ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A CONCRETE
 BE0740'POST FLUSH WITH THE GROUND.
 BE0740
 BE0740                          STATION RECOVERY (1975)
 BE0740
 BE0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BE0740'RECOVERED IN GOOD CONDITION.
 BE0740
 BE0740                          STATION RECOVERY (1985)
 BE0740
 BE0740'RECOVERY NOTE BY US POWER SQUADRON 1985 (EFM)
 BE0740'RECOVERED IN GOOD CONDITION.
 BE0740
 BE0740                          STATION RECOVERY (1986)
 BE0740
 BE0740'RECOVERY NOTE BY US POWER SQUADRON 1986 (GWM)
 BE0740'RECOVERED IN GOOD CONDITION.
 BE0740
 BE0740                          STATION RECOVERY (1991)
 BE0740
 BE0740'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0740'RECOVERED IN GOOD CONDITION.
 BE0740
 BE0740                          STATION RECOVERY (1997)
 BE0740
 BE0740'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0732 ***********************************************************************
 BE0732  DESIGNATION -  ANDREW RESET
 BE0732  PID         -  BE0732
 BE0732  STATE/COUNTY-  FL/BAY
 BE0732  USGS QUAD   -  PANAMA CITY (1982)
 BE0732
 BE0732                         *CURRENT SURVEY CONTROL
 BE0732  ___________________________________________________________________
 BE0732* NAD 83(1990)-  30 10 15.27433(N)    085 41 31.25568(W)     ADJUSTED  
 BE0732* NAVD 88     -        10.979  (meters)      36.02   (feet)  ADJUSTED  
 BE0732  ___________________________________________________________________
 BE0732  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BE0732  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0732  DYNAMIC HT  -          10.965 (meters)      35.97  (feet)  COMP
 BE0732  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 BE0732
 BE0732  HORZ ORDER  -  FIRST
 BE0732  VERT ORDER  -  FIRST     CLASS I
 BE0732
 BE0732.The horizontal coordinates were established by classical geodetic methods
 BE0732.and adjusted by the National Geodetic Survey in May 1991..
 BE0732
 BE0732.The orthometric height was determined by differential leveling
 BE0732.and adjusted by the National Geodetic Survey in June 1991..
 BE0732
 BE0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE0732
 BE0732.The geoid height was determined by GEOID03.
 BE0732
 BE0732.The dynamic height is computed by dividing the NAVD 88
 BE0732.geopotential number by the normal gravity value computed on the
 BE0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0732.degrees latitude (g = 980.6199 gals.).
 BE0732
 BE0732.The modeled gravity was interpolated from observed gravity values.
 BE0732
 BE0732;                    North         East     Units Scale Factor Converg.
 BE0732;SPC FL N     -   130,392.399   485,192.464   MT  0.99994843   -0 35 56.5
 BE0732;SPC FL N     -   427,795.73  1,591,835.61   sFT  0.99994843   -0 35 56.5
 BE0732;UTM  16      - 3,338,446.314   625,940.808   MT  0.99979568   +0 39 26.8
 BE0732
 BE0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE0732!SPC FL N     -   1.00000263  x   0.99994843  =   0.99995106
 BE0732!UTM  16      -   1.00000263  x   0.99979568  =   0.99979831
 BE0732
 BE0732:                Primary Azimuth Mark                     Grid Az
 BE0732:SPC FL N     -  LYNN HAVEN MUNICIPAL TANK                028 38 17.5
 BE0732:UTM  16      -  LYNN HAVEN MUNICIPAL TANK                027 22 54.2
 BE0732
 BE0732|---------------------------------------------------------------------|
 BE0732| PID    Reference Object                     Distance      Geod. Az  |
 BE0732|                                                           dddmmss.s |
 BE0732| BE3675 LYNN HAVEN MUNICIPAL TANK           APPROX. 8.9 KM 0280221.0 |
 BE0732| BE0735 ANDREW RM 3                          28.305 METERS 10552     |
 BE0732| CW1735 ANDREW RM 2                          43.212 METERS 11212     |
 BE0732| BE3657 PANAMA CITY MUNICIPAL TANK          APPROX. 3.2 KM 1141525.9 |
 BE0732| BE3571 MILLVILLE SOU CRAFT TALL            APPROX. 7.5 KM 1144751.2 |
 BE0732| BE3572 MILLVILLE SOU CRAFT SHORT STK       APPROX. 7.6 KM 1153937.6 |
 BE0732| BE3677 PANAMA CITY BAY CO CTHSE FLAG       APPROX. 3.8 KM 1184343.6 |
 BE0732| CW1733 ANDREW AZ MK                                       1800501.2 |
 BE0732| BE1526 46 76 B40                           375.940 METERS 18254     |
 BE0732| BE0740 ANDREW AZ MK RESET                                 1830956.7 |
 BE0732| BE3671 ST ANDREW MUNICIPAL TANK            305.207 METERS 19818     |
 BE0732| BE3697 PANAMA CITY TV STA WJDM TOWER       APPROX. 8.2 KM 2795616.3 |
 BE0732| BE3707 PANAMA CITY EGLIN AFB MICROWAV      APPROX. 6.8 KM 2850828.1 |
 BE0732| BE0734 ANDREW RM 1                          43.356 METERS 35559     |
 BE0732|---------------------------------------------------------------------|
 BE0732
 BE0732                          SUPERSEDED SURVEY CONTROL
 BE0732
 BE0732  NAD 83(1986)-  30 10 15.28456(N)    085 41 31.26538(W) AD(       ) 1
 BE0732  NAD 27      -  30 10 14.55900(N)    085 41 31.52100(W) AD(       ) 1
 BE0732  NGVD 29 (??/??/92)   11.129  (m)           36.51   (f) ADJ UNCH    1 1
 BE0732
 BE0732.Superseded values are not recommended for survey control.
 BE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0732.See file dsdata.txt to determine how the superseded data were derived.
 BE0732
 BE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2594138446(NAD 83)
 BE0732_MARKER: DS = TRIANGULATION STATION DISK
 BE0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0732_STAMPING: ANDREW 1934 1956
 BE0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0732+STABILITY: SURFACE MOTION
 BE0732
 BE0732  HISTORY     - Date     Condition        Report By
 BE0732  HISTORY     - 1934     MONUMENTED       CGS
 BE0732  HISTORY     - 1953     GOOD             CGS
 BE0732  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BE0732  HISTORY     - 1967     GOOD             NGS
 BE0732  HISTORY     - 1977     GOOD             NGS
 BE0732  HISTORY     - 1985     GOOD             USPSQD
 BE0732  HISTORY     - 19860221 GOOD             USPSQD
 BE0732  HISTORY     - 1989     GOOD             USPSQD
 BE0732  HISTORY     - 1990     GOOD             USPSQD
 BE0732  HISTORY     - 19910131 GOOD             USPSQD
 BE0732  HISTORY     - 19920729 GOOD             USPSQD
 BE0732  HISTORY     - 19930729 GOOD             USPSQD
 BE0732  HISTORY     - 19960404 GOOD             USPSQD
 BE0732  HISTORY     - 20011020 GOOD             USPSQD
 BE0732
 BE0732                          STATION DESCRIPTION
 BE0732
 BE0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BE0732'THIS STATION IS IN NE PART OF THE TOWN OF SAINT ANDREW, ABOUT
 BE0732'1/2 MILE ENE OF THE CENTER OF TOWN, 0.3 MILE N OF HIGHWAY 10
 BE0732'WHICH IS THE MAIN EW STREET OF TOWN, 1/4 MILE NE OF THE MUNICIPAL
 BE0732'WATER TANK, IN A GROVE OF SMALL PINE TREES AT SUMMIT OF ROAD
 BE0732'GRADE, 40 FEET E OF THE CENTER LINE OF THE ROAD.  THE MARK
 BE0732'PROJECTS 6 INCHES.
 BE0732'
 BE0732'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BE0732'BRONZE DISKS SET IN CONCRETE.
 BE0732'
 BE0732'REFERENCE MARK NO. 1 IS N OF THE STATION, 26 FEET E OF THE CENTER
 BE0732'LINE OF THE ROAD.  THE MARK PROJECTS 6 INCHES.  REFERENCE MARK
 BE0732'NO. 2 IS ESE OF THE STATION AND PROJECTS 5 INCHES.
 BE0732'
 BE0732'THE AZIMUTH MARK IS S OF THE STATION, 39 FEET E OF THE CENTER
 BE0732'LINE OF THE STREET, 90 FEET N OF THE PROLONGATION OF THE CENTER
 BE0732'LINE OF A STREET TO THE W, AND ON LINE WITH THE S SIDE OF THE SMALL
 BE0732'HOUSE ON THE W SIDE OF THE STREET.  THE MARK PROJECTS 4 INCHES.
 BE0732'
 BE0732'TO REACH THE STATION FROM SAINT ANDREW GO E ON THE MAIN STREET
 BE0732'(HIGHWAY 10) FOR ABOUT 1/2 MILE TO WHERE THE HIGHWAY JOGS S ONE
 BE0732'BLOCK.  TURN LEFT (N) ON DIRT STREET AND FOLLOW IT 0.3 MILE TO
 BE0732'THE STATION AT THE SUMMIT OF THE GRADE.
 BE0732'
 BE0732'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BE0732
 BE0732                          STATION RECOVERY (1953)
 BE0732
 BE0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BE0732'STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED IN
 BE0732'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 BE0732'WITH A STEEL TAPE AND WERE FOUND TO BE CORRECT.  THE PUBLISHED
 BE0732'DESCRIPTION IS INADEQUATE, A COMPLETE NEW DESCRIPTION FOLLOWS--
 BE0732'
 BE0732'STATION IS LOCATED IN THE NE PART OF THE TOWN OF ST. ANDREW,
 BE0732'ON THE E SIDE OF FRANKFORD AVENUE, BETWEEN TWELFTH AND THIRTEENTH
 BE0732'STREETS, OPPOSITE THE DRIVE TO HOUSE NO. 1209, 313.5 FT. S OF THE
 BE0732'CENTER OF THIRTEENTH STREET, AND 41.5 FT. E OF THE CENTER OF
 BE0732'FRANKFORD AVENUE.  IT IS A STANDARD DISK, STAMPED ANDREW 1934
 BE0732'AND SET IN THE TOP OF A 10-IN. ROUND CONCRETE MONUMENT
 BE0732'PROJECTING 5 IN. ABOVE THE GROUND.
 BE0732'
 BE0732'REFERENCE MARK 1 IS N OF THE STATION, 173.5 FT. S OF THE CENTER
 BE0732'OF THIRTEENTH STREET, 31.0 FT E OF THE CENTER OF FRANKFORD
 BE0732'AVENUE, AND 1.1 FT E OF THE E EDGE OF THE SIDEWALK.  IT IS A
 BE0732'STANDARD REFERENCE-MARK DISK, STAMPED ANDREW NO 1 1934 AND SET
 BE0732'IN THE TOP OF A 10-IN. ROUND CONCRETE MONUMENT PROJECTING 10
 BE0732'IN. ABOVE THE GROUND.
 BE0732'
 BE0732'REFERENCE MARK 2 IS SE OF THE STATION, 371.0 FT. S OF THE CENTER
 BE0732'OF THIRTEENTH STREET, 173.0 FT. E OF THE CENTER OF FRANKFORD
 BE0732'AVENUE, AND 86.1 FT. SE OF THE CENTER OF A SAND ROAD LEADING
 BE0732'NE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED ANDREW NO 2
 BE0732'1934 AND SET IN THE TOP OF A 10-IN. ROUND CONCRETE MONUMENT
 BE0732'PROJECTING 5 IN. ABOVE THE GROUND.
 BE0732'
 BE0732'THE AZIMUTH MARK IS ON THE E SIDE OF FRANKFORD AVENUE, 0.25 MI. S
 BE0732'OF THE STATION, 89.0 FT. N OF THE PROJECTED CENTERLINE OF TENTH
 BE0732'STREET, 39.0 FT. E OF THE CENTER OF FRANKFORD AVENUE, 9.5 FT. N
 BE0732'OF A 10-IN. OAK TREE, AND 8.9 FT. E OF THE E EDGE OF THE
 BE0732'SIDEWALK.  IT IS A STANDARD REFERENCE-MARK DISK, (STAMPING
 BE0732'OBLITERATED) AND SET IN THE TOP OF A 10-IN. ROUND CONCRETE
 BE0732'MONUMENT PROJECTING 2 IN. ABOVE THE GROUND.
 BE0732
 BE0732                          STATION RECOVERY (1956)
 BE0732
 BE0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 BE0732'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK 2 WERE FOUND
 BE0732'DISTURBED BY GRADER ACTIVITIES.  UNDERGROUND MARK AND REFERENCE
 BE0732'MARK 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE
 BE0732'MARK AND AZIMUTH MARK WERE RESET, AND REFERENCE MARK 3 WAS
 BE0732'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BE0732'
 BE0732'STATION IS LOCATED ON THE W EDGE OF THE OAKLAND TERRACE SCHOOL
 BE0732'GROUNDS IN SAINT ANDREW WHICH FORMS THE W SECTION OF PAMAMA
 BE0732'CITY.  STATION IS 41-1/2 FT. E OF THE APPROXIMATE CENTERLINE
 BE0732'OF FRANKFORD AVENUE, 11 FT. E OF THE E EDGE OF THE SIDEWALK, AND
 BE0732'89 FT. W OF THE NW CORNER OF THE SCHOOL BUILDING.  THE MARK IS
 BE0732'SET FLUSH, AND THE DISK IS STAMPED ANDREW 1934 1956.
 BE0732'
 BE0732'REFERENCE MARK 1 IS 32 FT. E OF THE APPROXIMATE CENTERLINE OF
 BE0732'FRANKFORD AVENUE, 22-1/2 FT. NE OF A UTILITY POLE, AND 1 FT. E
 BE0732'OF THE E EDGE OF A SIDEWALK.  THE MARK PROJECTS 18 IN., AND THE
 BE0732'DISK IS STAMPED ANDREW NO 1 1934.
 BE0732'
 BE0732'REFERENCE MARK 3 IS 5-1/2 FT. SW OF THE SW CORNER OF THE
 BE0732'SCHOOL BUILDING, AND 1 FT. NE OF THE SW CORNER OF A SIDEWALK.  THE
 BE0732'MARK IS SET FLUSH IN A DRILL HOLE IN THE SIDEWALK, AND THE
 BE0732'DISK IS STAMPED ANDREW NO 3 1956.
 BE0732'
 BE0732'AZIMUTH MARK IS 2 FT. N OF A CONCRETE STREET MARKER, 28 FT. W
 BE0732'OF THE APPROXIMATE CENTERLINE OF FRANKFORD AVENUE, 32 FT. N OF
 BE0732'THE APPROXIMATE CENTERLINE OF TENTH STREET, AND 12 FT. NE OF THE
 BE0732'END OF THE SIDEWALK AT THE CURB.  THE MARK IS SET FLUSH, AND
 BE0732'THE DISK IS STAMPED ANDREW RESET 1934 1956.
 BE0732'
 BE0732'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE HIGHWAY
 BE0732'390 AND 30A IN THE NW SECTION OF SAINT ANDREW, GO E ON STATE HIGHWAY
 BE0732'30A FOR 0.8 MI. TO FRANKFORD AVENUE.  TURN RIGHT AND GO S ON
 BE0732'FRANKFORD AVENUE FOR 0.2 MI. TO OAKLAND TERRACE SCHOOL AND THE
 BE0732'STATION ON THE LEFT AS DESCRIBED.  CONTINUE S ON FRANKFORD AVENUE
 BE0732'FOR 0.25 MI. TO TENTH STREET AND THE AZIMUTH MARK ON THE RIGHT
 BE0732'(W) SIDE OF THE STREET.
 BE0732
 BE0732                          STATION RECOVERY (1967)
 BE0732
 BE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BE0732'2.4 MI W FROM PANAMA CITY.
 BE0732'ABOUT 2.1 MILES WEST ALONG BUSINESS ROUTE OF U.S. HIGHWAY 98
 BE0732'FROM THE INTERSECTION OF HARRISON AVENUE AT PANAMA CITY, THENCE
 BE0732'0.3 MILE NORTH ALONG FRANKFORD AVENUE, NEAR THE WEST EDGE OF THE
 BE0732'GROUNDS OF THE OAKLAND TERRACE SCHOOL, 309 FEET SOUTH OF THE
 BE0732'CENTER LINE OF 13 TH STREET, 21.5 FEET EAST OF THE EAST CURB
 BE0732'OF FRANKFORD AVENUE, 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND
 BE0732'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BE0732
 BE0732                          STATION RECOVERY (1977)
 BE0732
 BE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CBM)
 BE0732'STATION RECOVERED AS DESCRIBED BY H.D.R. JR., IN 1956.  A
 BE0732'DIFERENCE IN DISTANCE TO REFERENCE MARK NUMBER 1 AND DIRECTION
 BE0732'BETWEEN MARKS WAS NOTED, NEW VALUES BEING SHOWN ABOVE.  REFERENCE
 BE0732'MARK NUMBER 1 APPEARS TO BE LEANING SLIGHTLY NORTH.
 BE0732'
 BE0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BE0732'AT ST. ANDREWS.
 BE0732
 BE0732                          STATION RECOVERY (1985)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1985 (EFM)
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (1986)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1986 (GWM)
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (1989)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (1990)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (1991)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (1992)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJR)
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (1993)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (1996)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE0732'RECOVERED IN GOOD CONDITION.
 BE0732
 BE0732                          STATION RECOVERY (2001)
 BE0732
 BE0732'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE0732'AZIMUTH MARK MONUMENT RECOVERED BUT NO DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0734 ***********************************************************************
 BE0734  DESIGNATION -  ANDREW RM 1
 BE0734  PID         -  BE0734
 BE0734  STATE/COUNTY-  FL/BAY
 BE0734  USGS QUAD   -  PANAMA CITY (1982)
 BE0734
 BE0734                         *CURRENT SURVEY CONTROL
 BE0734  ___________________________________________________________________
 BE0734* NAD 83(1986)-  30 10 11.     (N)    085 41 32.     (W)     SCALED    
 BE0734* NAVD 88     -        11.322  (meters)      37.15   (feet)  ADJUSTED  
 BE0734  ___________________________________________________________________
 BE0734  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0734  DYNAMIC HT  -          11.307 (meters)      37.10  (feet)  COMP
 BE0734  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 BE0734
 BE0734  VERT ORDER  -  FIRST     CLASS I
 BE0734
 BE0734.The horizontal coordinates were scaled from a topographic map and have
 BE0734.an estimated accuracy of +/- 6 seconds.
 BE0734
 BE0734.The orthometric height was determined by differential leveling
 BE0734.and adjusted by the National Geodetic Survey in June 1991..
 BE0734
 BE0734.The geoid height was determined by GEOID03.
 BE0734
 BE0734.The dynamic height is computed by dividing the NAVD 88
 BE0734.geopotential number by the normal gravity value computed on the
 BE0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0734.degrees latitude (g = 980.6199 gals.).
 BE0734
 BE0734.The modeled gravity was interpolated from observed gravity values.
 BE0734
 BE0734;                    North         East    Units  Estimated Accuracy
 BE0734;SPC FL N     -   130,260.      485,170.      MT  (+/- 180 meters Scaled)
 BE0734
 BE0734                          SUPERSEDED SURVEY CONTROL
 BE0734
 BE0734  NGVD 29 (??/??/92)   11.471  (m)           37.63   (f) ADJ UNCH    1 1
 BE0734
 BE0734.Superseded values are not recommended for survey control.
 BE0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0734.See file dsdata.txt to determine how the superseded data were derived.
 BE0734
 BE0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU259383(NAD 83)
 BE0734_MARKER: DR = REFERENCE MARK DISK
 BE0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0734_STAMPING: ANDREW NO 1 1934
 BE0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0734+STABILITY: SURFACE MOTION
 BE0734
 BE0734  HISTORY     - Date     Condition        Report By
 BE0734  HISTORY     - 1934     MONUMENTED       CGS
 BE0734  HISTORY     - 1967     GOOD             NGS
 BE0734  HISTORY     - 1975     GOOD             NGS
 BE0734  HISTORY     - 1985     POOR             USPSQD
 BE0734  HISTORY     - 1985     GOOD             USPSQD
 BE0734  HISTORY     - 19860221 GOOD             USPSQD
 BE0734  HISTORY     - 1988     GOOD             USPSQD
 BE0734  HISTORY     - 19910131 GOOD             USPSQD
 BE0734  HISTORY     - 19960404 GOOD             USPSQD
 BE0734  HISTORY     - 20011020 GOOD             USPSQD
 BE0734
 BE0734                          STATION DESCRIPTION
 BE0734
 BE0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0734'2.4 MI W FROM PANAMA CITY.
 BE0734'ABOUT 2.1 MILES WEST ALONG THE BUSINESS ROUTE OF U.S. HIGHWAY
 BE0734'98 FROM THE INTERSECTION OF HARRISON AVENUE IN PANAMA CITY,
 BE0734'THENCE 0.3 MILE NORTH ALONG FRANKFORD AVENUE, ALONG THE WEST EDGE
 BE0734'OF THE GROUND OF THE SCHOOL, 168 1/2 FEET SOUTH OF THE CENTER
 BE0734'LINE OF 13 TH STREET, 113 FEET WEST-NORTHWEST OF THE NORTHWEST
 BE0734'CORNER OF THE SCHOOL BUILDING, 11.5 FEET EAST OF THE EAST CURB
 BE0734'OF FRANKFORD AVENUE, 142.3 FEET NORTH OF THE STATION MARK DESCRIBED,
 BE0734'194.5 FEET NORTHWEST OF RM 3 DESCRIBED, 1 1/2 FEET ABOVE THE
 BE0734'LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0734'10 INCHES ABOVE THE LEVEL OF THE GROUND.
 BE0734
 BE0734                          STATION RECOVERY (1975)
 BE0734
 BE0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BE0734'RECOVERED IN GOOD CONDITION.
 BE0734
 BE0734                          STATION RECOVERY (1985)
 BE0734
 BE0734'RECOVERY NOTE BY US POWER SQUADRON 1985 (EFM)
 BE0734'MARK RECOVERED IN POOR CONDITION.
 BE0734
 BE0734                          STATION RECOVERY (1985)
 BE0734
 BE0734'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0734'RECOVERED IN GOOD CONDITION.
 BE0734
 BE0734                          STATION RECOVERY (1986)
 BE0734
 BE0734'RECOVERY NOTE BY US POWER SQUADRON 1986 (GWM)
 BE0734'RECOVERED IN GOOD CONDITION.
 BE0734
 BE0734                          STATION RECOVERY (1988)
 BE0734
 BE0734'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0734'RECOVERED IN GOOD CONDITION.
 BE0734
 BE0734                          STATION RECOVERY (1991)
 BE0734
 BE0734'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0734'RECOVERED IN GOOD CONDITION.
 BE0734
 BE0734                          STATION RECOVERY (1996)
 BE0734
 BE0734'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE0734'RECOVERED IN GOOD CONDITION.
 BE0734
 BE0734                          STATION RECOVERY (2001)
 BE0734
 BE0734'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0735 ***********************************************************************
 BE0735  DESIGNATION -  ANDREW RM 3
 BE0735  PID         -  BE0735
 BE0735  STATE/COUNTY-  FL/BAY
 BE0735  USGS QUAD   -  PANAMA CITY (1982)
 BE0735
 BE0735                         *CURRENT SURVEY CONTROL
 BE0735  ___________________________________________________________________
 BE0735* NAD 83(1986)-  30 10 11.     (N)    085 41 31.     (W)     SCALED    
 BE0735* NAVD 88     -        11.115  (meters)      36.47   (feet)  ADJUSTED  
 BE0735  ___________________________________________________________________
 BE0735  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0735  DYNAMIC HT  -          11.100 (meters)      36.42  (feet)  COMP
 BE0735  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 BE0735
 BE0735  VERT ORDER  -  FIRST     CLASS I
 BE0735
 BE0735.The horizontal coordinates were scaled from a topographic map and have
 BE0735.an estimated accuracy of +/- 6 seconds.
 BE0735
 BE0735.The orthometric height was determined by differential leveling
 BE0735.and adjusted by the National Geodetic Survey in June 1991..
 BE0735
 BE0735.The geoid height was determined by GEOID03.
 BE0735
 BE0735.The dynamic height is computed by dividing the NAVD 88
 BE0735.geopotential number by the normal gravity value computed on the
 BE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0735.degrees latitude (g = 980.6199 gals.).
 BE0735
 BE0735.The modeled gravity was interpolated from observed gravity values.
 BE0735
 BE0735;                    North         East    Units  Estimated Accuracy
 BE0735;SPC FL N     -   130,260.      485,200.      MT  (+/- 180 meters Scaled)
 BE0735
 BE0735                          SUPERSEDED SURVEY CONTROL
 BE0735
 BE0735  NGVD 29 (??/??/92)   11.264  (m)           36.96   (f) ADJ UNCH    1 1
 BE0735
 BE0735.Superseded values are not recommended for survey control.
 BE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0735.See file dsdata.txt to determine how the superseded data were derived.
 BE0735
 BE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU259383(NAD 83)
 BE0735_MARKER: DR = REFERENCE MARK DISK
 BE0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE0735_SP_SET: SIDEWALK
 BE0735_STAMPING: ANDREW NO 3 1934 1956
 BE0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE0735
 BE0735  HISTORY     - Date     Condition        Report By
 BE0735  HISTORY     - 1956     MONUMENTED       CGS
 BE0735  HISTORY     - 1967     GOOD             NGS
 BE0735  HISTORY     - 1985     GOOD             USPSQD
 BE0735  HISTORY     - 1985     GOOD             USPSQD
 BE0735  HISTORY     - 19860221 GOOD             USPSQD
 BE0735  HISTORY     - 1988     GOOD             USPSQD
 BE0735  HISTORY     - 19910131 GOOD             USPSQD
 BE0735  HISTORY     - 19960404 GOOD             USPSQD
 BE0735  HISTORY     - 20011020 GOOD             USPSQD
 BE0735
 BE0735                          STATION DESCRIPTION
 BE0735
 BE0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0735'2.4 MI W FROM PANAMA CITY.
 BE0735'ABOUT 2.1 MILES WEST ALONG THE BUSINESS ROUTE OF U.S. HIGHWAY
 BE0735'98 FROM THE INTERSECTION OF HARRISON AVENUE AT PANAMA CITY,
 BE0735'THENCE 0.3 MILE NORTH ALONG FRANKFORD AVENUE, AT THE OAKLAND
 BE0735'TERRACE SCHOOL SET ON THE TOP OF THE SOUTHWEST CORNER OF ROOFED
 BE0735'OVER CONCRETE SIDEWALK IN FRONT OF THE THIRD ROW OF CLASSROOM
 BE0735'NORTH OF 12 TH STREET, 111 FEET EAST OF THE EAST CURB OF FRANKFORD
 BE0735'AVENUE, 92.9 FEET EAST OF THE STATION MARK DESCRIBED, 194.5 FEET
 BE0735'SOUTHEAST OF RM NO. 1 DESCRIBED, AND ABOUT LEVEL WITH THE
 BE0735'GROUND AND SIDEWALK.
 BE0735
 BE0735                          STATION RECOVERY (1985)
 BE0735
 BE0735'RECOVERY NOTE BY US POWER SQUADRON 1985 (EFM)
 BE0735'RECOVERED IN GOOD CONDITION.
 BE0735
 BE0735                          STATION RECOVERY (1985)
 BE0735
 BE0735'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0735'RECOVERED IN GOOD CONDITION.
 BE0735
 BE0735                          STATION RECOVERY (1986)
 BE0735
 BE0735'RECOVERY NOTE BY US POWER SQUADRON 1986 (GWM)
 BE0735'RECOVERED IN GOOD CONDITION.
 BE0735
 BE0735                          STATION RECOVERY (1988)
 BE0735
 BE0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0735'RECOVERED IN GOOD CONDITION.
 BE0735
 BE0735                          STATION RECOVERY (1991)
 BE0735
 BE0735'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0735'RECOVERED IN GOOD CONDITION.
 BE0735
 BE0735                          STATION RECOVERY (1996)
 BE0735
 BE0735'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE0735'RECOVERED IN GOOD CONDITION.
 BE0735
 BE0735                          STATION RECOVERY (2001)
 BE0735
 BE0735'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCD)
 BE0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2368 ***********************************************************************
 BC2368  DESIGNATION -  ANDREWS
 BC2368  PID         -  BC2368
 BC2368  STATE/COUNTY-  FL/NASSAU
 BC2368  USGS QUAD   -  HILLIARD (1992)
 BC2368
 BC2368                         *CURRENT SURVEY CONTROL
 BC2368  ___________________________________________________________________
 BC2368* NAD 83(1990)-  30 43 28.68338(N)    081 56 38.27293(W)     ADJUSTED  
 BC2368* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 BC2368  ___________________________________________________________________
 BC2368  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BC2368  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BC2368
 BC2368  HORZ ORDER  -  FIRST
 BC2368
 BC2368.The horizontal coordinates were established by classical geodetic methods
 BC2368.and adjusted by the National Geodetic Survey in September 1997..
 BC2368
 BC2368.The orthometric height was scaled from a topographic map.
 BC2368
 BC2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2368
 BC2368.The geoid height was determined by GEOID03.
 BC2368
 BC2368;                    North         East     Units Scale Factor Converg.
 BC2368;SPC FL E     -   708,575.317   109,592.682   MT  1.00004197   -0 28 56.3
 BC2368;SPC FL E     - 2,324,717.52    359,555.32   sFT  1.00004197   -0 28 56.3
 BC2368;SPC GA E     -    80,345.069   221,327.751   MT  0.99990561   +0 06 49.6
 BC2368;SPC GA E     -   263,598.78    726,139.46   sFT  0.99990561   +0 06 49.6
 BC2368;UTM  17      - 3,399,465.536   409,623.529   MT  0.99970076   -0 28 56.3
 BC2368
 BC2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2368!SPC FL E     -   1.00000026  x   1.00004197  =   1.00004223
 BC2368!SPC GA E     -   1.00000026  x   0.99990561  =   0.99990587
 BC2368!UTM  17      -   1.00000026  x   0.99970076  =   0.99970102
 BC2368
 BC2368|---------------------------------------------------------------------|
 BC2368| PID    Reference Object                     Distance      Geod. Az  |
 BC2368|                                                           dddmmss.s |
 BC2368| CW4564 ANDREWS RM                           14.780 METERS 04840     |
 BC2368| BC2370 HILLIARD                            APPROX. 4.5 KM 1490448.6 |
 BC2368|---------------------------------------------------------------------|
 BC2368
 BC2368                          SUPERSEDED SURVEY CONTROL
 BC2368
 BC2368  NAD 83(1990)-  30 43 28.68966(N)    081 56 38.27796(W) AD(       ) 1
 BC2368  NAD 83(1986)-  30 43 28.69641(N)    081 56 38.27677(W) AD(       ) 1
 BC2368  NAD 27      -  30 43 27.85000(N)    081 56 38.87100(W) AD(       ) 1
 BC2368
 BC2368.Superseded values are not recommended for survey control.
 BC2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2368.See file dsdata.txt to determine how the superseded data were derived.
 BC2368
 BC2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0962499466(NAD 83)
 BC2368_MARKER: DS = TRIANGULATION STATION DISK
 BC2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2368
 BC2368  HISTORY     - Date     Condition        Report By
 BC2368  HISTORY     - 1917     MONUMENTED       CGS
 BC2368  HISTORY     - 1919     GOOD             CGS
 BC2368  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BC2368  HISTORY     - 1978     MARK NOT FOUND   NGS
 BC2368  HISTORY     - 19950217 MARK NOT FOUND   NGS
 BC2368
 BC2368                          STATION DESCRIPTION
 BC2368
 BC2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BC2368'STATION IS ON A.C.L. RAILWAY RIGHT-OF-WAY AT THE CURVE ABOUT
 BC2368'1 MILE S OF ANDREWS RAILWAY STATION, 10.44 METERS E OF E RAIL
 BC2368'OF MAIN TRACK, 12.52 METERS W OF E FENCE LINE OF RIGHT-OF-
 BC2368'WAY.  THE STATION IS ON THE PROLONGATION OF THE SOUTHWARD
 BC2368'TANGENT TO THE CURVE OF THE E RAIL OF THE MAIN TRACK AND ABOUT
 BC2368'100 METERS FROM THE POINT OF TANGENCY.
 BC2368'
 BC2368'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BC2368'
 BC2368'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 BC2368'CONTAINING AN IRON NAIL.
 BC2368'
 BC2368'REFERENCE MARK IS 3/4 METER W OF E FENCE LINE OF RIGHT-OF-
 BC2368'WAY.  MOUND OF CONCRETE WITH 1-INCH IRON PIN IN CENTER.
 BC2368
 BC2368                          STATION RECOVERY (1919)
 BC2368
 BC2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (EOH)
 BC2368'TWO MAIN TRACKS HERE.  THE E TRACK IS THE ONE REFERRED TO.
 BC2368
 BC2368                          STATION RECOVERY (1955)
 BC2368
 BC2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (MWC)
 BC2368'THE SURFACE MONUMENT HAS BEEN EXCAVATED AND MOVED FROM OFF THE
 BC2368'FILL OF THE RAILROAD DOWN INTO THE DITCH.  IT IS IN AN UPRIGHT
 BC2368'POSITION BUT ONE CAN ROCK SOME WITH ONES HAND.
 BC2368'
 BC2368'THE UNDERGROUND MONUMENT IS SO LOCATED THAT IT IS BELIEVED
 BC2368'IT IS AS YET UNDISTURBED.
 BC2368
 BC2368                          STATION RECOVERY (1978)
 BC2368
 BC2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BC2368'THE SURFACE STATION MARK WAS NOT RECOVERED IN THE DITCH AS
 BC2368'DESCRIBED IN THE 1955 RECOVERY NOTE BY M.W.C..  USING THE DISTANCE
 BC2368'FROM THE RAILROAD TRACK AND THAT IT WAS ON THE PROLONGATION
 BC2368'OF THE SOUTHWARD TANGENT TO THE CURVE OF THE EAST RAIL OF THE
 BC2368'MAIN TRACK AND ABOUT 100 METERS FROM THE POINT OF TANGENCY THE
 BC2368'UNDERGROUND STATION MARK WAS PROBED FOR.  DUE TO THE SOIL FROM
 BC2368'THE DITCH AREA HAS BEEN PULLED UP TOWARD THE RAILROAD TRACKS, THE
 BC2368'AREA SEARCHED HAS HAD ABOUT 2.5 FEET OF SOIL REMOVED.
 BC2368'STATION UNDERGROUND MARK NOT RECOVERED THIS VISIT.
 BC2368'
 BC2368'TO REACH THE STATION SITE FROM THE JUNCTION OF U.S. HIGHWAY 1,
 BC2368'301 AND COUNTY ROAD C 108 IN HILLIARD, GO NORTHWEST ON U.S.
 BC2368'HIGHWAY 1 AND 301 FOR 3.1 MILES TO ANDREWS ROAD ON LEFT.  TURN
 BC2368'LEFT AND GO WESTERLY ON ANDREWS ROAD FOR 0.3 MILE TO RAILROAD
 BC2368'CROSSING.  FROM HERE PACK 1.0 MILE SOUTHEAST ALONG RAILROAD TRACK
 BC2368'TO CURVE AND STATION SITE.
 BC2368'
 BC2368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BC2368'2 MILES NORTH OF HILLIARD.
 BC2368
 BC2368                          STATION RECOVERY (1995)
 BC2368
 BC2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 BC2368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7223 ***********************************************************************
 AD7223  DESIGNATION -  ANDY
 AD7223  PID         -  AD7223
 AD7223  STATE/COUNTY-  FL/BROWARD
 AD7223  USGS QUAD   -  ANDYTOWN (1983)
 AD7223
 AD7223                         *CURRENT SURVEY CONTROL
 AD7223  ___________________________________________________________________
 AD7223* NAD 83(1990)-  26 08 45.83394(N)    080 26 33.04991(W)     ADJUSTED  
 AD7223* NAVD 88     -         3.32   (+/-2cm)      10.9    (feet)  VERTCON   
 AD7223  ___________________________________________________________________
 AD7223  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AD7223  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AD7223
 AD7223  HORZ ORDER  -  FIRST
 AD7223  VERT ORDER  -  THIRD ? (See Below)
 AD7223
 AD7223.The horizontal coordinates were established by classical geodetic methods
 AD7223.and adjusted by the National Geodetic Survey in May 1991..
 AD7223
 AD7223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7223.The vertical order pertains to the NGVD 29 superseded value.
 AD7223
 AD7223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7223
 AD7223.The geoid height was determined by GEOID03.
 AD7223
 AD7223;                    North         East     Units Scale Factor Converg.
 AD7223;SPC FL E     -   200,915.808   255,742.297   MT  0.99997953   +0 14 44.4
 AD7223;SPC FL E     -   659,171.28    839,047.85   sFT  0.99997953   +0 14 44.4
 AD7223;UTM  17      - 2,891,979.238   555,723.278   MT  0.99963834   +0 14 44.4
 AD7223
 AD7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7223!SPC FL E     -   1.00000340  x   0.99997953  =   0.99998293
 AD7223!UTM  17      -   1.00000340  x   0.99963834  =   0.99964173
 AD7223
 AD7223:                Primary Azimuth Mark                     Grid Az
 AD7223:SPC FL E     -  ANDY 1971 FLDT AZ MK                     000 27 35.6
 AD7223:UTM  17      -  ANDY 1971 FLDT AZ MK                     000 27 35.6
 AD7223
 AD7223|---------------------------------------------------------------------|
 AD7223| PID    Reference Object                     Distance      Geod. Az  |
 AD7223|                                                           dddmmss.s |
 AD7223| AD7229 ANDY 1971 FLDT AZ MK                408.673 METERS 0004220.0 |
 AD7223| AD7228 ANDY 2                              278.243 METERS 03451     |
 AD7223| CW8404 ANDY RM 1                            26.394 METERS 12530     |
 AD7223| CW8406 ANDY RM 3                             8.180 METERS 16836     |
 AD7223| AD7224 ANDYTOWN SUNNYLAND PIPELINE MT      422.171 METERS 3421511.5 |
 AD7223| AD7225 ANDYTOWN USE MICROWAVE              APPROX. 3.3 KM 3475805.2 |
 AD7223| CW8405 ANDY RM 2                            18.982 METERS 34947     |
 AD7223| CW9586 FCE 1245                                           3595731.2 |
 AD7223|---------------------------------------------------------------------|
 AD7223
 AD7223                          SUPERSEDED SURVEY CONTROL
 AD7223
 AD7223  NAD 83(1986)-  26 08 45.83528(N)    080 26 33.05620(W) AD(       ) 1
 AD7223  NAD 27      -  26 08 44.52591(N)    080 26 33.86342(W) AD(       ) 1
 AD7223  NGVD 29 (07/19/86)    3.77   (m)           12.4    (f) LEVELING    3  
 AD7223
 AD7223.Superseded values are not recommended for survey control.
 AD7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7223.See file dsdata.txt to determine how the superseded data were derived.
 AD7223
 AD7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5572391979(NAD 83)
 AD7223_MARKER: DS = TRIANGULATION STATION DISK
 AD7223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD7223
 AD7223  HISTORY     - Date     Condition        Report By
 AD7223  HISTORY     - 1971     MONUMENTED       NGS
 AD7223  HISTORY     - 1977     GOOD             NGS
 AD7223  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD7223  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AD7223
 AD7223                          STATION DESCRIPTION
 AD7223
 AD7223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA)
 AD7223'STATION IS ABOUT 20 MILES WEST OF FORT LAUDERDALE, 18 MILES
 AD7223'NORTHWEST OF CAROL CITY, 1/4 MILE EAST OF THE TOLL PLAZA AT THE
 AD7223'EAST END OF ALLIGATOR ALLEY, IN THE NORTHWEST ANGLE OF THE
 AD7223'INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 84 IN THE SMALL
 AD7223'SETTLEMENT OF ANDYTOWN AND ON STATE OWNED PROPERTY.
 AD7223'
 AD7223'STATION MARK, STAMPED ANDY 1971, IS A STANDARD DISK SET IN A
 AD7223'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 209 FEET
 AD7223'NORTHWEST OF CENTER OF THE INTERSECTION OF HIGHWAYS 27 AND 84,
 AD7223'147 FEET WEST OF CENTER OF HIGHWAY 27, 111 FEET NORTH OF CENTER OF
 AD7223'HIGHWAY 84, 82 FEET SOUTHEAST OF A PALM TREE AND 48 FEET EAST OF
 AD7223'THE EAST EDGE OF A CANAL.
 AD7223'
 AD7223'REFERENCE MARK 1, STAMPED ANDY NO 1 1971, IS A STANDARD DISK SET
 AD7223'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 123 FEET
 AD7223'NORTHWEST OF CENTER OF THE INTERSECTION, 84 FEET WEST OF CENTER OF
 AD7223'HIGHWAY 27, 58 FEET NORTH OF CENTER OF HIGHWAY 84, 2.2 FEET
 AD7223'NORTHEAST OF A METAL WITNESS POST AND 1.3 FEET WEST OF A POWER
 AD7223'POLE.
 AD7223'
 AD7223'REFERENCE MARK 2, STAMPED ANDY NO 2 1971, IS A STANDARD DISK
 AD7223'CEMENTED IN A DRILL HOLE IN 1 BY 3 FOOT CONCRETE FOUNDATION (PART
 AD7223'OF AN OLD BUILDING FOUNDATION) WHICH PROJECTS ABOUT 4 INCHES ABOVE
 AD7223'THE GROUND.  IT IS 173 FEET NORTH OF CENTER OF HIGHWAY 84, 141
 AD7223'FEET WEST OF CENTER OF HIGHWAY 27, 47 FEET EAST OF THE EAST EDGE
 AD7223'OF THE CANAL AND 87 FEET EAST OF THE PALM TREE.
 AD7223'
 AD7223'AZIMUTH MARK, STAMPED FCE 1245 1952, IS A CORP OF ENGINEERS,
 AD7223'U.S. ARMY SURVEY DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 AD7223'CORNER OF A CONCRETE LOCK ON THE NEW RIVER CANAL.  IT IS 113 FEET
 AD7223'EAST OF CENTER OF HIGHWAY 27, 54 FEET NORTHWEST OF CENTER OF A
 AD7223'LEVEE, 50 FEET NORTH OF THE NORTH GATE POST ACROSS THE LEVEE AND
 AD7223'37 FEET SOUTHEAST OF A STREAM FLOW MEASURING STATION.
 AD7223'
 AD7223'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 AD7223'27 FOR 0.25 MILE TO A LEVEE ON THE RIGHT AND MARK ON THE RIGHT
 AD7223'AS DESCRIBED.
 AD7223'
 AD7223'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AD7223
 AD7223                          STATION RECOVERY (1977)
 AD7223
 AD7223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AD7223'STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK (FCE 1245 (USE))
 AD7223'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 AD7223'DISTANCES AND DIRECTIONS CHECKED TO REFERENCE MARKS 1 AND
 AD7223'2.  STATION WAS VISITED DUE TO U.S. HIGHWAY 27 IS TO BE DUAL LANED
 AD7223'IN THE NEAR FUTURE.  REFERENCE MARK 1 WAS THE ONLY MARK IN LINE
 AD7223'OF HIGHWAY CONSTRUCTION.  REFERENCE MARK 3 WAS ESTABLISHED AT
 AD7223'THIS TIME.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 AD7223'
 AD7223'THE STATION IS LOCATED ABOUT 20 MILES WEST OF FORT LAUDERDALE, 0.25
 AD7223'MILES EAST OF THE EAST END OF ALLIGATOR ALLEY TOLL PLAZA, AT
 AD7223'ANDYTOWN, IN THE NORTHWEST CORNER OF THE INTERSECTION OF U.S.
 AD7223'HIGHWAY 27 AND STATE HIGHWAY 84 AND ON STATE OWNED PROPERTY.
 AD7223'
 AD7223'STATION MARK, A STANDARD DISK STAMPED ANDY 1971, IS SET IN THE
 AD7223'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH
 AD7223'THE GROUND.  IT IS 147 FEET WEST OF THE CENTER OF THE PROPOSED
 AD7223'NORTHBOUND LANE OF U.S. HIGHWAY 27, 111 FEET NORTH OF THE CENTER
 AD7223'OF STATE HIGHWAY 84, 32.5 FEET SOUTH OF THE 1ST POWER LINE POLE
 AD7223'NORTH OF HIGHWAY 84, 5 FEET SOUTHEAST OF A METAL WITNESS POST
 AD7223'AND 2.8 FEET NORTHWEST OF A 5 FOOT HIGH IRON WITNESS POST.
 AD7223'
 AD7223'REFERENCE MARK, 2, A STANDARD DISK STAMPED ANDY NO 2 1971, IS
 AD7223'CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT OLD CONCRETE FOUNDATION
 AD7223'THAT PROJECTS 4-INCHES ABOVE THE GROUND.  IT IS 173 FEET NORTH OF
 AD7223'THE CENTER OF HIGHWAY 84, 141 FEET WEST OF THE CENTER OF THE
 AD7223'NORTHBOUND LANE OF HIGHWAY 27, 47 FEET EAST OF THE EAST EDGE OF
 AD7223'THE CANAL, 29 FEET NORTH-NORTHWEST OF THE POWER LINE POLE AND 2
 AD7223'FEET NORTHEAST OF A METAL WITNES POST.
 AD7223'
 AD7223'REFERENCE MARK 3, A STANDARD DISK STAMPED ANDY 1934 NO 3 1977, IS
 AD7223'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 AD7223'FLUSH WITH THE GROUND SURFACE.  IT IS 144 FEET WEST OF THE CENTER
 AD7223'OF THE NORTHBOUND LANE OF HIGHWAY 27, 79 FEET NORTH OF THE CENTER
 AD7223'OF HIGHWAY 84, 59 FEET SOUTH OF THE POWER LINE POLE AND 6-INCHES
 AD7223'EAST OF A METAL WITNESS POST.
 AD7223'
 AD7223'AZIMUTH MARK, A CORP OF ENGINEERS DISK STAMPED FCE 1245 1952, IS
 AD7223'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE
 AD7223'LOCK ON THE NEW RIVER CANAL, 113 FEET EAST OF THE CENTER OF THE
 AD7223'NORTHBOUND LANE OF HIGHWAY 27, 54 FEET NORTHWEST OF THE CENTER OF
 AD7223'LEVEE, 50 FEET NORTH OF THE NORTH GATE POST ACROSS THE LEVEE AND
 AD7223'37 FEET SOUTHEAST OF A STREAM FLOW MEASURING STATION.
 AD7223'
 AD7223'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON HIGHWAY 27 FOR
 AD7223'0.25 MILE TO A LEVEE ON RIGHT AND MARK ON THE RIGHT AS DESCRIBED.
 AD7223'
 AD7223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AD7223'18 MILES NORTHWEST OF CAROL TOWN.
 AD7223
 AD7223                          STATION RECOVERY (1990)
 AD7223
 AD7223'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AD7223'MARK NOT FOUND.
 AD7223
 AD7223                          STATION RECOVERY (2001)
 AD7223
 AD7223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD7223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1913 ***********************************************************************
 BC1913  DESIGNATION -  ANDY
 BC1913  PID         -  BC1913
 BC1913  STATE/COUNTY-  FL/DUVAL
 BC1913  USGS QUAD   -  MAYPORT (1992)
 BC1913
 BC1913                         *CURRENT SURVEY CONTROL
 BC1913  ___________________________________________________________________
 BC1913* NAD 83(1990)-  30 26 16.83241(N)    081 27 20.86841(W)     ADJUSTED  
 BC1913* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BC1913  ___________________________________________________________________
 BC1913  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BC1913  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1913
 BC1913  HORZ ORDER  -  THIRD
 BC1913
 BC1913.The horizontal coordinates were established by classical geodetic methods
 BC1913.and adjusted by the National Geodetic Survey in May 1991..
 BC1913
 BC1913.The orthometric height was scaled from a topographic map.
 BC1913
 BC1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1913
 BC1913.The geoid height was determined by GEOID03.
 BC1913
 BC1913;                    North         East     Units Scale Factor Converg.
 BC1913;SPC FL E     -   676,508.953   156,218.625   MT  0.99996481   -0 13 51.3
 BC1913;SPC FL E     - 2,219,513.12    512,527.27   sFT  0.99996481   -0 13 51.3
 BC1913;UTM  17      - 3,367,410.113   456,233.563   MT  0.99962363   -0 13 51.3
 BC1913
 BC1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC1913!SPC FL E     -   1.00000437  x   0.99996481  =   0.99996918
 BC1913!UTM  17      -   1.00000437  x   0.99962363  =   0.99962800
 BC1913
 BC1913:                Primary Azimuth Mark                     Grid Az
 BC1913:SPC FL E     -  CEDAR                                    322 00 17.0
 BC1913:UTM  17      -  CEDAR                                    322 00 17.0
 BC1913
 BC1913|---------------------------------------------------------------------|
 BC1913| PID    Reference Object                     Distance      Geod. Az  |
 BC1913|                                                           dddmmss.s |
 BC1913| BC1911 CEDAR                               APPROX. 1.0 KM 3214625.7 |
 BC1913|---------------------------------------------------------------------|
 BC1913
 BC1913                          SUPERSEDED SURVEY CONTROL
 BC1913
 BC1913  NAD 83(1986)-  30 26 16.84053(N)    081 27 20.87792(W) AD(       ) 3
 BC1913  NAD 27      -  30 26 15.98000(N)    081 27 21.56300(W) AD(       ) 3
 BC1913
 BC1913.Superseded values are not recommended for survey control.
 BC1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1913.See file dsdata.txt to determine how the superseded data were derived.
 BC1913
 BC1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5623467410(NAD 83)
 BC1913_MARKER: Z = SEE DESCRIPTION
 BC1913_SETTING: 0 = UNSPECIFIED SETTING
 BC1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1913
 BC1913  HISTORY     - Date     Condition        Report By
 BC1913  HISTORY     - 1932     MONUMENTED       USE
 BC1913  HISTORY     - 1934     GOOD             CGS
 BC1913  HISTORY     - 1958     MARK NOT FOUND   CGS
 BC1913  HISTORY     - 20011028 MARK NOT FOUND   USPSQD
 BC1913
 BC1913                          STATION DESCRIPTION
 BC1913
 BC1913'DESCRIBED BY US ENGINEERS 1932 (CMD)
 BC1913'FOLLOWING DESCRIPTION FURNISHED BY THE U.S.E.  IS A 4 BY 6
 BC1913'POST STANDING 4.2 FEET ABOVE THE GROUND.  IT IS 90 FEET W OF
 BC1913'SISTERS CREEK, ABOUT 200 FEET S OF LOWER MOUTH OF CREEK LEADING
 BC1913'TO CEDAR POINT AND ABOUT 1500 FEET BELOW DAY MARK NO. 2 IN
 BC1913'SISTER CREEK.
 BC1913
 BC1913                          STATION RECOVERY (1934)
 BC1913
 BC1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC1913'RECOVERED AS DESCRIBED WITH MARK IN GOOD CONDITION.  DAY MARK
 BC1913'NO. 2 IS NO LONGER IN EXISTENCE.
 BC1913
 BC1913                          STATION RECOVERY (1958)
 BC1913
 BC1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 BC1913'THE STATION IS LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT
 BC1913'NOTHING COULD BE FOUND.  THE WOODEN POST IS BELIEVED TO HAVE
 BC1913'ROTTED AWAY.
 BC1913
 BC1913                          STATION RECOVERY (2001)
 BC1913
 BC1913'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BC1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7229 ***********************************************************************
 AD7229  DESIGNATION -  ANDY 1971 FLDT AZ MK
 AD7229  PID         -  AD7229
 AD7229  STATE/COUNTY-  FL/BROWARD
 AD7229  USGS QUAD   -  ANDYTOWN (1983)
 AD7229
 AD7229                         *CURRENT SURVEY CONTROL
 AD7229  ___________________________________________________________________
 AD7229* NAD 83(1990)-  26 08 59.11228(N)    080 26 32.86873(W)     ADJUSTED  
 AD7229* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 AD7229  ___________________________________________________________________
 AD7229  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AD7229  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AD7229
 AD7229  HORZ ORDER  -  THIRD
 AD7229
 AD7229.The horizontal coordinates were established by classical geodetic methods
 AD7229.and adjusted by the National Geodetic Survey in May 1991..
 AD7229.No horizontal observational check was made to the station.
 AD7229
 AD7229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7229
 AD7229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7229
 AD7229.The geoid height was determined by GEOID03.
 AD7229
 AD7229;                    North         East     Units Scale Factor Converg.
 AD7229;SPC FL E     -   201,324.460   255,745.577   MT  0.99997953   +0 14 44.6
 AD7229;SPC FL E     -   660,512.00    839,058.61   sFT  0.99997953   +0 14 44.6
 AD7229;UTM  17      - 2,892,387.750   555,726.557   MT  0.99963834   +0 14 44.6
 AD7229
 AD7229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7229!SPC FL E     -   1.00000294  x   0.99997953  =   0.99998247
 AD7229!UTM  17      -   1.00000294  x   0.99963834  =   0.99964127
 AD7229
 AD7229|---------------------------------------------------------------------|
 AD7229| PID    Reference Object                     Distance      Geod. Az  |
 AD7229|                                                           dddmmss.s |
 AD7229| AD7228 ANDY 2                              237.103 METERS 13930     |
 AD7229| AD7223 ANDY                                408.673 METERS 1804220.0 |
 AD7229|---------------------------------------------------------------------|
 AD7229
 AD7229                          SUPERSEDED SURVEY CONTROL
 AD7229
 AD7229  NAD 83(1986)-  26 08 59.11361(N)    080 26 32.87504(W) AD(       ) 3
 AD7229  NAD 27      -  26 08 57.80473(N)    080 26 33.68234(W) AD(       ) 3
 AD7229  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 AD7229
 AD7229.Superseded values are not recommended for survey control.
 AD7229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7229.See file dsdata.txt to determine how the superseded data were derived.
 AD7229
 AD7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5572792388(NAD 83)
 AD7229_MARKER: DS = TRIANGULATION STATION DISK
 AD7229_SETTING: 0 = UNSPECIFIED SETTING
 AD7229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7229
 AD7229  HISTORY     - Date     Condition        Report By
 AD7229  HISTORY     - 1981     MONUMENTED       NGS
 AD7229  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AD7229
 AD7229                          STATION DESCRIPTION
 AD7229
 AD7229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AD7229'THE STATION IS LOCATED ABOUT 32.0 KM (20.0 MI) WEST OF FORT
 AD7229'LAUDERDALE, 29.3 KM (18.3 MI) NORTHWEST OF CAROL CITY, 0.65 KM (0.4
 AD7229'MI) NORTHEAST OF TOLL PLAZA AT THE EAST END OF ALLIGATOR ALLEY AND ON
 AD7229'LEVEE AT GATE AND ENTRANCE ON LEVEE JUST SOUTH OF CONCRETE LOCK.
 AD7229'
 AD7229'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 27 PASSES UNDER STATE
 AD7229'HIGHWAY 84 IN ANDYTOWN, GO NORTH ON U.S. HIGHWAY 27 FOR 0.45 KM (0.3
 AD7229'MI) TO THE ENTRANCE TO LEVEE ON RIGHT.  TURN RIGHT AND GO UP ON TO
 AD7229'LEVEE TO LOCKED GATE AND STATION AS DESCRIBED.
 AD7229'
 AD7229'THE STATION IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION DISK
 AD7229'STAMPED ---ANDY AZ. MK. 1973--- CEMENTED TO A ROCK LEDGE STEP ON THE
 AD7229'NORTH SIDE OF LEVEE THAT LEADS NORTH DOWN TO A CONCRETE LOCK.
 AD7229'MARK IS LOCATED
 AD7229'37.19 METERS ENE FROM CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 AD7229'27, 15.09 METERS SSE FROM THE CENTER OF A CONCRETE LOCK, 8.53 METERS
 AD7229'NE FROM THE CENTER OF AN IRON GATE TO LEVEE, AND 2.13 METERS NNW
 AD7229'FROM THE CENTER OF LEVEE.  MARK IS 1.22 METERS HIGHER IN ELEVATION
 AD7229'THAN CONCRETE LOCK.
 AD7229'
 AD7229'ANDY 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 AD7229'STAMPED ---ANDY 2 1981--- SET INTO THE TOP OF A ROUND CONCRETE
 AD7229'MONUMENT 45 CM IN DIAMETER RECESSED .09 METER BELOW THE GROUND LOCATED
 AD7229'15.18 METERS SE FROM A METAL WITNESS POST AT REFERENCE MARK 5, 2.62
 AD7229'METERS SW FROM A METAL WITNESS POST, 2.13 METERS ENE FROM SHOULDER OF
 AD7229'LEVEE, AND 2.13 METERS WSW FROM SHOULDER OF LEVEE.
 AD7229'TO REACH ANDY 2 FROM THE STATION FOLLOW LEVEE EAST AND THEN
 AD7229'SOUTH FOR 0.3 KM (0.15 MI) TO MARK IN CENTER OF LEVEE.
 AD7229
 AD7229                          STATION RECOVERY (2001)
 AD7229
 AD7229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD7229'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7228 ***********************************************************************
 AD7228  DESIGNATION -  ANDY 2
 AD7228  PID         -  AD7228
 AD7228  STATE/COUNTY-  FL/BROWARD
 AD7228  USGS QUAD   -  ANDYTOWN (1983)
 AD7228
 AD7228                         *CURRENT SURVEY CONTROL
 AD7228  ___________________________________________________________________
 AD7228* NAD 83(1990)-  26 08 53.25339(N)    080 26 27.32532(W)     ADJUSTED  
 AD7228* NAVD 88     -         6.092  (meters)      19.99   (feet)  ADJUSTED  
 AD7228  ___________________________________________________________________
 AD7228  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AD7228  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AD7228  DYNAMIC HT  -           6.082 (meters)      19.95  (feet)  COMP
 AD7228  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 AD7228
 AD7228  HORZ ORDER  -  SECOND
 AD7228  VERT ORDER  -  SECOND    CLASS II
 AD7228
 AD7228.The horizontal coordinates were established by classical geodetic methods
 AD7228.and adjusted by the National Geodetic Survey in May 1991..
 AD7228.No horizontal observational check was made to the station.
 AD7228
 AD7228.The orthometric height was determined by differential leveling
 AD7228.and adjusted by the National Geodetic Survey in December 2001..
 AD7228.No vertical observational check was made to the station.
 AD7228
 AD7228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7228
 AD7228.The geoid height was determined by GEOID03.
 AD7228
 AD7228.The dynamic height is computed by dividing the NAVD 88
 AD7228.geopotential number by the normal gravity value computed on the
 AD7228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7228.degrees latitude (g = 980.6199 gals.).
 AD7228
 AD7228.The modeled gravity was interpolated from observed gravity values.
 AD7228
 AD7228;                    North         East     Units Scale Factor Converg.
 AD7228;SPC FL E     -   201,144.818   255,900.316   MT  0.99997974   +0 14 47.0
 AD7228;SPC FL E     -   659,922.62    839,566.29   sFT  0.99997974   +0 14 47.0
 AD7228;UTM  17      - 2,892,208.170   555,881.244   MT  0.99963855   +0 14 47.0
 AD7228
 AD7228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7228!SPC FL E     -   1.00000296  x   0.99997974  =   0.99998270
 AD7228!UTM  17      -   1.00000296  x   0.99963855  =   0.99964151
 AD7228
 AD7228|---------------------------------------------------------------------|
 AD7228| PID    Reference Object                     Distance      Geod. Az  |
 AD7228|                                                           dddmmss.s |
 AD7228| AE5756 ANDY 2 RM 4                          15.778 METERS 17238     |
 AD7228| AD7223 ANDY                                278.243 METERS 21451     |
 AD7228| AD7229 ANDY 1971 FLDT AZ MK                237.103 METERS 31930     |
 AD7228| AD7225 ANDYTOWN USE MICROWAVE              APPROX. 3.1 KM 3441145.0 |
 AD7228| AE5755 ANDY 2 RM 5                          14.965 METERS 34600     |
 AD7228|---------------------------------------------------------------------|
 AD7228
 AD7228                          SUPERSEDED SURVEY CONTROL
 AD7228
 AD7228  NAD 83(1986)-  26 08 53.25473(N)    080 26 27.33162(W) AD(       ) 2
 AD7228  NAD 27      -  26 08 51.94567(N)    080 26 28.13904(W) AD(       ) 2
 AD7228  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 AD7228
 AD7228.Superseded values are not recommended for survey control.
 AD7228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7228.See file dsdata.txt to determine how the superseded data were derived.
 AD7228
 AD7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5588192208(NAD 83)
 AD7228_MARKER: DS = TRIANGULATION STATION DISK
 AD7228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD7228_STAMPING: ANDY 2 1981
 AD7228_MARK LOGO: NGS   
 AD7228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7228+STABILITY: SURFACE MOTION
 AD7228
 AD7228  HISTORY     - Date     Condition        Report By
 AD7228  HISTORY     - 1981     MONUMENTED       NGS
 AD7228  HISTORY     - 19950613 GOOD             FLDT
 AD7228  HISTORY     - 20011212 GOOD             NGS
 AD7228
 AD7228                          STATION DESCRIPTION
 AD7228
 AD7228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AD7228'THE STATION IS LOCATED ABOUT 32.0 KM (20.0 MI) WEST OF FORT
 AD7228'LAUDERDALE, 28.8 KM (18.0 MI) NORTHWEST OF CAROL CITY, 0.45 KM (0.3
 AD7228'MI) EAST-NORTHEAST OF TOLL PLAZA AT THE EAST END OF ALLIGATOR ALLEY
 AD7228'AND ON THE LEVEE 0.35 KM (0.2 MI) NORTH OF WHERE STATE HIGHWAY 84
 AD7228'PASSES OVER U.S. HIGHWAY 27 IN SMALL SETTLEMENT OF ANDYTOWN.
 AD7228'
 AD7228'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 27 PASSES UNDER STATE
 AD7228'HIGHWAY 84 IN ANDYTOWN, GO NORTH ON U.S. HIGHWAY 27 FOR 0.45 KM (0.3
 AD7228'MI) TO THE ENTRANCE TO LEVEE ON RIGHT.  TURN RIGHT AND GO UP ON LEVEE
 AD7228'TO LOCKED GATE.  KEY TO GATE CAN BE OBTAINED FROM SOUTH FLORIDA WATER
 AD7228'MANAGEMENT DISTRICT BY CALLING 434-1100.  AT THIS POINT STATION FLDT
 AD7228'ANDY AZ MK 1973 IS LOCATED ON LEFT ON LEVEE JUST SOUTH OF CONCRETE
 AD7228'LOCK.  CONTINUE EAST AND THEN SOUTH ON LEVEE FOR 0.3 KM (0.15 MI) TO
 AD7228'STATION IN CENTER OF LEVEE TRACK ROAD.
 AD7228'
 AD7228'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 AD7228'---ANDY 2 1981--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 45 CM
 AD7228'IN DIAMETER RECESSED .09 METER BELOW THE GROUND LOCATED 2.62 METERS SW
 AD7228'FROM A METAL WITNESS POST, 15.18 METERS SE FROM A METAL WITNESS POST
 AD7228'AT RM 5, 2.13 METERS ENE FROM SHOULDER OF LEVEE, AND 2.13 METERS WSW
 AD7228'FROM SHOULDER OF LEVEE.
 AD7228'
 AD7228'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 AD7228'STAMPED ---ANDY 2 1981--- SET INTO AN IRREGULAR MASS OF CONCRETE .76
 AD7228'METERS BELOW THE SURFACE.
 AD7228'
 AD7228'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 AD7228'STAMPED ---ANDY 2 NO 4 1981--- SET FLUSH WITH THE GROUND IN THE TOP
 AD7228'OF A PARTIALLY
 AD7228'EXPOSED BOULDER OF 1 FOOT LARGEST DIMENSION LOCATED 16.80 METERS S
 AD7228'FROM METAL WITNESS POST AT STATION MARK, 3.05 METERS WSW FROM THE
 AD7228'EAST SHOULDER OF LEVEE, 1.22 METERS ENE FROM THE WEST SHOULDER OF
 AD7228'LEVEE, AND IN WEST TRACK OF ROAD.  MARK IS 0.3 FOOT HIGHER THAN THE
 AD7228'STATION.
 AD7228'
 AD7228'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 AD7228'STAMPED ---ANDY 2 NO 5 1981--- SET FLUSH WITH THE GROUND IN
 AD7228'THE TOP OF A PARTIALLY
 AD7228'EXPOSED BOULDER OF 1 FOOT LARGEST DIMENSION LOCATED 3.05 METERS WSW
 AD7228'FROM THE EAST SHOULDER OF LEVEE, 1.68 METERS ENE FROM THE WEST
 AD7228'SHOULDER OF LEVEE AND METAL WITNESS POST, AND IN WEST TRACK OF
 AD7228'ROAD.  MARK IS 0.3 FOOT HIGHER THAN THE STATION.
 AD7228'
 AD7228'AZIMUTH MARK NO. 1 IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION
 AD7228'DISK STAMPED ---ANDY AZ. MK. 1973--- CEMENTED TO A
 AD7228'ROCK LEDGE STEP ON THE NORTH SIDE OF LEVEE.  MARK IS LOCATED
 AD7228'37.19 METERS ENE FROM CENTER OF NORTHBOUND LANE OF U.S. HIGHWAY 27,
 AD7228'2.13 METERS NNW FROM CENTER OF LEVEE, 8.53 METERS NE FROM CENTER OF
 AD7228'IRON GATE TO LEVEE, AND 15.09 METERS SSE FROM CENTER OF CONCRETE LOCK
 AD7228'(ON FIRST STEP TO LOCK).  MARK IS 1.22 METERS HIGHER IN ELEVATION
 AD7228'THAN CONCRETE LOCK.
 AD7228
 AD7228                          STATION RECOVERY (1995)
 AD7228
 AD7228'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AD7228'THE STATION IS LOCATED APPROXIMATELY 20 MILES (32.2 KM) WEST OF FORT
 AD7228'LAUDERDALE, NEAR THE INTERSECTION OF INTERSTATE HIGHWAY 75 (ALLIGATOR
 AD7228'ALLEY) AND U.S. HIGHWAY 27. TO REACH THE STATION FROM THE INTERSECTION
 AD7228'OF U.S. HIGHWAY 27 AND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), GO
 AD7228'NORTH ON U.S. HIGHWAY 27 FOR 0.3 MILE (0.5 KM) TO THE ENTRANCE TO
 AD7228'LEVEE ON RIGHT, TURN RIGHT AND GO UP ON LEVEE TO LOCKED GATE, KEY TO
 AD7228'GATE CAN BE OBTAINED FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT BY
 AD7228'CALLING 434-1100, STATION FLDT ANDY AZ MK 1973 IS LOCATED AT THIS
 AD7228'POINT, ON LEFT ON TOP OF THE LEVEE JUST SOUTH OF CONCRETE LOCK,
 AD7228'CONTINUE EAST AND THEN SOUTH ON LEVEE FOR 0.15 MILE (0.24 KM) TO
 AD7228'STATION. IT IS 2.62 METERS (8.60 FT) SOUTHWEST FROM A METAL WITNESS
 AD7228'POST, 15.18 FEET (4.63 M) SOUTHEAST FROM A METAL WITNESS POST AT RM 5,
 AD7228'2.13 METERS (6.99 FT) EAST NORTHEAST FROM SHOULDER OF LEVEE AND 2.13
 AD7228'METERS (6.99 FT) WEST SOUTHWEST FROM THE SHOULDER OF LEVEE.
 AD7228
 AD7228                          STATION RECOVERY (2001)
 AD7228
 AD7228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD7228'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE5756 ***********************************************************************
 AE5756  DESIGNATION -  ANDY 2 RM 4
 AE5756  PID         -  AE5756
 AE5756  STATE/COUNTY-  FL/BROWARD
 AE5756  USGS QUAD   -  ANDYTOWN (1983)
 AE5756
 AE5756                         *CURRENT SURVEY CONTROL
 AE5756  ___________________________________________________________________
 AE5756* NAD 83(1986)-  26 08 54.     (N)    080 26 26.     (W)     SCALED    
 AE5756* NAVD 88     -         6.140  (meters)      20.14   (feet)  ADJUSTED  
 AE5756  ___________________________________________________________________
 AE5756  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE5756  DYNAMIC HT  -           6.130 (meters)      20.11  (feet)  COMP
 AE5756  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 AE5756
 AE5756  VERT ORDER  -  SECOND    CLASS II
 AE5756
 AE5756.The horizontal coordinates were scaled from a topographic map and have
 AE5756.an estimated accuracy of +/- 6 seconds.
 AE5756
 AE5756.The orthometric height was determined by differential leveling
 AE5756.and adjusted by the National Geodetic Survey in December 2001..
 AE5756.No vertical observational check was made to the station.
 AE5756
 AE5756.The geoid height was determined by GEOID03.
 AE5756
 AE5756.The dynamic height is computed by dividing the NAVD 88
 AE5756.geopotential number by the normal gravity value computed on the
 AE5756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5756.degrees latitude (g = 980.6199 gals.).
 AE5756
 AE5756.The modeled gravity was interpolated from observed gravity values.
 AE5756
 AE5756;                    North         East    Units  Estimated Accuracy
 AE5756;SPC FL E     -   201,170.      255,940.      MT  (+/- 180 meters Scaled)
 AE5756
 AE5756                          SUPERSEDED SURVEY CONTROL
 AE5756
 AE5756.No superseded survey control is available for this station.
 AE5756
 AE5756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ559922(NAD 83)
 AE5756_MARKER: DR = REFERENCE MARK DISK
 AE5756_SETTING: 80 = SET IN A BOULDER
 AE5756_STAMPING: ANDY 2 NO 4 1981
 AE5756_MARK LOGO: NGS   
 AE5756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5756+STABILITY: SURFACE MOTION
 AE5756
 AE5756  HISTORY     - Date     Condition        Report By
 AE5756  HISTORY     - 1981     MONUMENTED       NGS
 AE5756  HISTORY     - 19950613 GOOD             FLDT
 AE5756
 AE5756                          STATION DESCRIPTION
 AE5756
 AE5756'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AE5756'THE STATION IS LOCATED APPROXIMATELY 20 MILES (32.2 KM) WEST OF FORT
 AE5756'LAUDERDALE, NEAR THE INTERSECTION OF INTERSTATE HIGHWAY 75 (ALLIGATOR
 AE5756'ALLEY) AND U.S. HIGHWAY 27. TO REACH THE STATION FROM THE INTERSECTION
 AE5756'OF U.S. HIGHWAY 27 AND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), GO
 AE5756'NORTH ON U.S. HIGHWAY 27 FOR 0.3 MILE (0.5 KM) TO THE ENTRANCE TO
 AE5756'LEVEE ON RIGHT, TURN RIGHT AND GO UP ON LEVEE TO LOCKED GATE, KEY TO
 AE5756'GATE CAN BE OBTAINED FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT BY
 AE5756'CALLING 434-1100, STATION FLDT ANDY AZ MK 1973 IS LOCATED AT THIS
 AE5756'POINT, ON THE LEFT ON TOP OF LEVEE JUST SOUTH OF A CONCRETE LOCK,
 AE5756'CONTINUE EAST AND THEN SOUTH ON LEVEE FOR 0.15 MILE (0.24 KM) TO
 AE5756'STATION. IT IS SET IN THE TOP OF A PARTIALLY EXPOSED BOULDER WITH THE
 AE5756'LARGEST DIMENSION OF 1 FOOT (0.3 M), LOCATED 16.80 METERS (55.12 FT)
 AE5756'SOUTH FROM A METAL WITNESS POST AT STATION MARK, 3.05 METERS (10.01
 AE5756'FT) WEST SOUTHWEST FROM THE EAST SHOULDER OF LEVEE, 1.22 METERS (4.00
 AE5756'FT) EAST NORTHEAST FROM THE WEST SHOULDER OF LEVEE AND IN WEST TRACK
 AE5756'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE5755 ***********************************************************************
 AE5755  DESIGNATION -  ANDY 2 RM 5
 AE5755  PID         -  AE5755
 AE5755  STATE/COUNTY-  FL/BROWARD
 AE5755  USGS QUAD   -  ANDYTOWN (1983)
 AE5755
 AE5755                         *CURRENT SURVEY CONTROL
 AE5755  ___________________________________________________________________
 AE5755* NAD 83(1986)-  26 08 55.     (N)    080 26 26.     (W)     SCALED    
 AE5755* NAVD 88     -         6.212  (meters)      20.38   (feet)  ADJUSTED  
 AE5755  ___________________________________________________________________
 AE5755  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE5755  DYNAMIC HT  -           6.202 (meters)      20.35  (feet)  COMP
 AE5755  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 AE5755
 AE5755  VERT ORDER  -  SECOND    CLASS II
 AE5755
 AE5755.The horizontal coordinates were scaled from a topographic map and have
 AE5755.an estimated accuracy of +/- 6 seconds.
 AE5755
 AE5755.The orthometric height was determined by differential leveling
 AE5755.and adjusted by the National Geodetic Survey in December 2001..
 AE5755.No vertical observational check was made to the station.
 AE5755
 AE5755.The geoid height was determined by GEOID03.
 AE5755
 AE5755.The dynamic height is computed by dividing the NAVD 88
 AE5755.geopotential number by the normal gravity value computed on the
 AE5755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5755.degrees latitude (g = 980.6199 gals.).
 AE5755
 AE5755.The modeled gravity was interpolated from observed gravity values.
 AE5755
 AE5755;                    North         East    Units  Estimated Accuracy
 AE5755;SPC FL E     -   201,200.      255,940.      MT  (+/- 180 meters Scaled)
 AE5755
 AE5755                          SUPERSEDED SURVEY CONTROL
 AE5755
 AE5755.No superseded survey control is available for this station.
 AE5755
 AE5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ559922(NAD 83)
 AE5755_MARKER: DR = REFERENCE MARK DISK
 AE5755_SETTING: 80 = SET IN A BOULDER
 AE5755_STAMPING: ANDY 2 NO 5 1981
 AE5755_MARK LOGO: NGS   
 AE5755_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5755+STABILITY: SURFACE MOTION
 AE5755
 AE5755  HISTORY     - Date     Condition        Report By
 AE5755  HISTORY     - 1981     MONUMENTED       NGS
 AE5755  HISTORY     - 19950613 GOOD             FLDT
 AE5755
 AE5755                          STATION DESCRIPTION
 AE5755
 AE5755'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AE5755'THE STATION IS LOCATED APPROXIMATELY 20 MILES (32.2 KM) WEST OF FORT
 AE5755'LAUDERDALE, NEAR THE INTERSECTION OF INTERSTATE HIGHWAY 75 (ALLIGATOR
 AE5755'ALLEY) AND U.S. HIGHWAY 27. TO REACH THE STATION FROM THE INTERSECTION
 AE5755'OF U.S. HIGHWAY 27 AND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), GO
 AE5755'NORTH ON U.S. HIGHWAY 27 FOR 0.3 MILE (0.5 KM) TO THE ENTRANCE TO A
 AE5755'LEVEE ON RIGHT, TURN RIGHT AND GO UP ON THE LEVEE TO A LOCKED GATE,
 AE5755'KEY TO GATE CAN BE OBTAINED FROM SOUTH FLORIDA WATER MANAGEMENT
 AE5755'DISTRICT BY CALLING 434-1100, STATION FLDT ANDY AZ MK 1973 IS LOCATED
 AE5755'AT THIS POINT, ON LEFT ON TOP OF THE LEVEE JUST SOUTH OF CONCRETE
 AE5755'LOCK, CONTINUE EAST AND THEN SOUTH ON LEVEE FOR 0.15 MILE (0.24 KM) TO
 AE5755'STATION. IT IS SET IN THE TOP OF A PARTIALLY EXPOSED BOULDER, 1 FOOT
 AE5755'(0.3 M) DIAMETER LARGEST DIMENSION, 3.05 METERS (10.01 FT) WEST
 AE5755'SOUTHWEST FROM THE EAST SHOULDER OF LEVEE, 1.68 METERS (5.51 FT) EAST
 AE5755'NORTHEAST FROM A METAL WITNESS POST AT THE WEST SHOULDER OF LEVEE AND
 AE5755'IN WEST TRACK OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2095 ***********************************************************************
 BG2095  DESIGNATION -  ANDY RM 1
 BG2095  PID         -  BG2095
 BG2095  STATE/COUNTY-  FL/ESCAMBIA
 BG2095  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2095
 BG2095                         *CURRENT SURVEY CONTROL
 BG2095  ___________________________________________________________________
 BG2095* NAD 83(1986)-  30 23 18.     (N)    086 32 24.     (W)     SCALED    
 BG2095* NAVD 88     -         3.508  (meters)      11.51   (feet)  ADJUSTED  
 BG2095  ___________________________________________________________________
 BG2095  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG2095  DYNAMIC HT  -           3.504 (meters)      11.50  (feet)  COMP
 BG2095  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BG2095
 BG2095  VERT ORDER  -  FIRST     CLASS II
 BG2095
 BG2095.The horizontal coordinates were scaled from a topographic map and have
 BG2095.an estimated accuracy of +/- 6 seconds.
 BG2095
 BG2095.The orthometric height was determined by differential leveling
 BG2095.and adjusted by the National Geodetic Survey in June 1991..
 BG2095
 BG2095.The geoid height was determined by GEOID03.
 BG2095
 BG2095.The dynamic height is computed by dividing the NAVD 88
 BG2095.geopotential number by the normal gravity value computed on the
 BG2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2095.degrees latitude (g = 980.6199 gals.).
 BG2095
 BG2095.The modeled gravity was interpolated from observed gravity values.
 BG2095
 BG2095;                    North         East    Units  Estimated Accuracy
 BG2095;SPC FL N     -   155,650.      403,960.      MT  (+/- 180 meters Scaled)
 BG2095
 BG2095                          SUPERSEDED SURVEY CONTROL
 BG2095
 BG2095  NGVD 29 (??/??/92)    3.63   (m)           11.9    (f) COMPUTED    1 2
 BG2095
 BG2095.Superseded values are not recommended for survey control.
 BG2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2095.See file dsdata.txt to determine how the superseded data were derived.
 BG2095
 BG2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU441619(NAD 83)
 BG2095_MARKER: DR = REFERENCE MARK DISK
 BG2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2095_STAMPING: ANDY NO 1 1942
 BG2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2095+STABILITY: SURFACE MOTION
 BG2095
 BG2095  HISTORY     - Date     Condition        Report By
 BG2095  HISTORY     - 1942     MONUMENTED       CGS
 BG2095  HISTORY     - 1957     MARK NOT FOUND   NGS
 BG2095
 BG2095                          STATION DESCRIPTION
 BG2095
 BG2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BG2095'4.8 MI SE FROM FORT WALTON.
 BG2095'MARK IS LOCATED ON SANTA ROSA ISLAND.  FROM THE MIRAMAR HOTEL
 BG2095'IN FORT WALTON GO EASTERLY AND SOUTHEASTERLY ON U.S. HIGHWAY
 BG2095'NO. 98 FOR 4.8 MILES TO ROAD LEADING TO THE SOUTH, TURN RIGHT
 BG2095'AND GO SOUTH ABOUT 600 FEET TO TRIANGULATION STATION ANDY.
 BG2095'FROM HERE R.M.NO.1 IS ABOUT 110 FEET EAST.  A STANDARD
 BG2095'TRIANGULATION REFERENCE MARK DISK SET IN A CONCRETE POST
 BG2095'PROJECTING 5 INCHES AND STAMPED ANDY NO 1 1942.
 BG2095
 BG2095                          STATION RECOVERY (1957)
 BG2095
 BG2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BG2095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2096 ***********************************************************************
 BG2096  DESIGNATION -  ANDY RM 2
 BG2096  PID         -  BG2096
 BG2096  STATE/COUNTY-  FL/ESCAMBIA
 BG2096  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2096
 BG2096                         *CURRENT SURVEY CONTROL
 BG2096  ___________________________________________________________________
 BG2096* NAD 83(1986)-  30 23 18.     (N)    086 32 22.     (W)     SCALED    
 BG2096* NAVD 88     -         2.942  (meters)       9.65   (feet)  ADJUSTED  
 BG2096  ___________________________________________________________________
 BG2096  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG2096  DYNAMIC HT  -           2.938 (meters)       9.64  (feet)  COMP
 BG2096  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BG2096
 BG2096  VERT ORDER  -  FIRST     CLASS II
 BG2096
 BG2096.The horizontal coordinates were scaled from a topographic map and have
 BG2096.an estimated accuracy of +/- 6 seconds.
 BG2096
 BG2096.The orthometric height was determined by differential leveling
 BG2096.and adjusted by the National Geodetic Survey in June 1991..
 BG2096
 BG2096.The geoid height was determined by GEOID03.
 BG2096
 BG2096.The dynamic height is computed by dividing the NAVD 88
 BG2096.geopotential number by the normal gravity value computed on the
 BG2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2096.degrees latitude (g = 980.6199 gals.).
 BG2096
 BG2096.The modeled gravity was interpolated from observed gravity values.
 BG2096
 BG2096;                    North         East    Units  Estimated Accuracy
 BG2096;SPC FL N     -   155,650.      404,010.      MT  (+/- 180 meters Scaled)
 BG2096
 BG2096                          SUPERSEDED SURVEY CONTROL
 BG2096
 BG2096  NGVD 29 (??/??/92)    3.066  (m)           10.06   (f) ADJ UNCH    1 2
 BG2096
 BG2096.Superseded values are not recommended for survey control.
 BG2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2096.See file dsdata.txt to determine how the superseded data were derived.
 BG2096
 BG2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU442619(NAD 83)
 BG2096_MARKER: DR = REFERENCE MARK DISK
 BG2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2096_STAMPING: ANDY NO 2 1942
 BG2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2096+STABILITY: SURFACE MOTION
 BG2096
 BG2096  HISTORY     - Date     Condition        Report By
 BG2096  HISTORY     - 1942     MONUMENTED       CGS
 BG2096  HISTORY     - 1957     GOOD             NGS
 BG2096
 BG2096                          STATION DESCRIPTION
 BG2096
 BG2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG2096'2.2 MI W FROM DESTIN.
 BG2096'2.2 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE EPISCOPAL CHURCH
 BG2096'AT DESTIN, ABOUT 0.1 MILE SOUTH OF HIGHWAY, 105 FEET WEST OF
 BG2096'CENTER LINE OF BLACK TOP ENTRANCE TO MILITARY RADAR STATION,
 BG2096'135 FEET WEST-SOUTHWEST AND ACROSS ENTRANCE ROAD FROM THE
 BG2096'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 39 FEET
 BG2096'WEST-SOUTHWEST OF NORTHWEST CORNER OF FENCE AROUND MILITARY
 BG2096'INSTALLATION, 29 3/4 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 BG2096'AN ABANDONED CONCRETE FOUNDATION (NOW BEING USED FOR AN
 BG2096'INCINERATOR), 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BG2096'1 1/2 FEET ABOVE LEVEL OF ENTRANCE ROAD AND SET IN THE TOP OF
 BG2096'A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7248 ***********************************************************************
 AD7248  DESIGNATION -  ANDYTOWN ATT MICROWAVE
 AD7248  PID         -  AD7248
 AD7248  STATE/COUNTY-  FL/BROWARD
 AD7248  USGS QUAD   -  DEEM CITY (1974)
 AD7248
 AD7248                         *CURRENT SURVEY CONTROL
 AD7248  ___________________________________________________________________
 AD7248* NAD 83(1990)-  26 18 10.53004(N)    080 30 56.60939(W)     ADJUSTED  
 AD7248* NAVD 88     -                                                        
 AD7248  ___________________________________________________________________
 AD7248  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AD7248  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AD7248
 AD7248  HORZ ORDER  -  THIRD
 AD7248
 AD7248.The horizontal coordinates were established by classical geodetic methods
 AD7248.and adjusted by the National Geodetic Survey in May 1991..
 AD7248
 AD7248
 AD7248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7248
 AD7248.The geoid height was determined by GEOID03.
 AD7248
 AD7248;                    North         East     Units Scale Factor Converg.
 AD7248;SPC FL E     -   218,264.589   248,357.007   MT  0.99997004   +0 12 52.5
 AD7248;SPC FL E     -   716,089.74    814,817.95   sFT  0.99997004   +0 12 52.5
 AD7248;UTM  17      - 2,909,322.100   548,340.507   MT  0.99962885   +0 12 52.5
 AD7248
 AD7248                          SUPERSEDED SURVEY CONTROL
 AD7248
 AD7248  NAD 83(1986)-  26 18 10.53272(N)    080 30 56.61698(W) AD(       ) 4
 AD7248  NAD 27      -  26 18 09.22399(N)    080 30 57.40675(W) AD(       ) 3
 AD7248
 AD7248.Superseded values are not recommended for survey control.
 AD7248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7248.See file dsdata.txt to determine how the superseded data were derived.
 AD7248
 AD7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4834109322(NAD 83)
 AD7248_MARKER: 45 = MICROWAVE TOWER
 AD7248
 AD7248  HISTORY     - Date     Condition        Report By
 AD7248  HISTORY     - 1970     FIRST OBSERVED   NGS
 AD7248  HISTORY     - 19940404 GOOD             USPSQD
 AD7248  HISTORY     - 20011212 GOOD             NGS
 AD7248
 AD7248                          STATION DESCRIPTION
 AD7248
 AD7248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC)
 AD7248'THE STATION IS LOCATED 22 MILES WEST-NORTHWEST OF MARGATE AND
 AD7248'12 MILES NORTH-NORTHWEST OF ANDYTOWN.  IT IS A FOUR LEGGED STEEL
 AD7248'STRUCTURE, UNPAINTED AND IS SUPPORTING FOUR FAN TYPE ANTENNAS.
 AD7248'
 AD7248'TO REACH THE STATION FROM THE PALM BEACH-BROWARD COUNTY LINE
 AD7248'ON U.S. HIGHWAY 27, GO SOUTH-SOUTHEAST ON U.S. HIGHWAY 27 FOR
 AD7248'2.5 MILES TO THE STATION ON THE RIGHT.
 AD7248'
 AD7248'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TOWER, AND
 AD7248'INDENTIFIED AS KJM 28.
 AD7248
 AD7248                          STATION RECOVERY (1994)
 AD7248
 AD7248'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD7248'RECOVERED IN GOOD CONDITION.
 AD7248
 AD7248                          STATION RECOVERY (2001)
 AD7248
 AD7248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD7248'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7224 ***********************************************************************
 AD7224  DESIGNATION -  ANDYTOWN SUNNYLAND PIPELINE MT
 AD7224  PID         -  AD7224
 AD7224  STATE/COUNTY-  FL/BROWARD
 AD7224  USGS QUAD   -  ANDYTOWN (1983)
 AD7224
 AD7224                         *CURRENT SURVEY CONTROL
 AD7224  ___________________________________________________________________
 AD7224* NAD 83(1990)-  26 08 58.89908(N)    080 26 37.68292(W)     ADJUSTED  
 AD7224* NAVD 88     -                                                        
 AD7224  ___________________________________________________________________
 AD7224  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AD7224  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AD7224
 AD7224  HORZ ORDER  -  THIRD
 AD7224
 AD7224.The horizontal coordinates were established by classical geodetic methods
 AD7224.and adjusted by the National Geodetic Survey in May 1991..
 AD7224
 AD7224
 AD7224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7224
 AD7224.The geoid height was determined by GEOID03.
 AD7224
 AD7224;                    North         East     Units Scale Factor Converg.
 AD7224;SPC FL E     -   201,317.326   255,611.894   MT  0.99997935   +0 14 42.5
 AD7224;SPC FL E     -   660,488.59    838,620.02   sFT  0.99997935   +0 14 42.5
 AD7224;UTM  17      - 2,892,380.619   555,592.920   MT  0.99963816   +0 14 42.5
 AD7224
 AD7224                          SUPERSEDED SURVEY CONTROL
 AD7224
 AD7224  NAD 83(1986)-  26 08 58.90041(N)    080 26 37.68922(W) AD(       ) 4
 AD7224  NAD 27      -  26 08 57.59190(N)    080 26 38.49690(W) AD(       ) 3
 AD7224
 AD7224.Superseded values are not recommended for survey control.
 AD7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7224.See file dsdata.txt to determine how the superseded data were derived.
 AD7224
 AD7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5559392381(NAD 83)
 AD7224_MARKER: 41 = ANTENNA MAST
 AD7224
 AD7224  HISTORY     - Date     Condition        Report By
 AD7224  HISTORY     - 1971     FIRST OBSERVED   NGS
 AD7224  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AD7224
 AD7224                          STATION DESCRIPTION
 AD7224
 AD7224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 AD7224'THE STATION IS THE TOP CENTER OF A GUYED STEEL TRUSS-WORK MAST
 AD7224'PAINTED ALTERNATELY RED AND WHITE, WITH TWO DISH SHAPE ANTENNAS
 AD7224'NEAR THE TOP.  IT HAS A LIGHT AT THE TOP THAT IS NOT CENTERED AND
 AD7224'IS APPROXIMATELY 165 FEET HIGH.  THE MAST IS OWNED BY SUNNYLAND
 AD7224'PIPELINE CO. AND IDENTIFIED AS KTS 74.
 AD7224'
 AD7224'THE STATION IS LOCATED 0.25 MILE NORTH OF THE JUNCTION OF
 AD7224'U.S. HWY. 27 AND STATE HWY. 84 IN ANDYTOWN, 312 FEET WEST OF THE
 AD7224'CENTERLINE OF U.S. HWY. 27 AND 75 FEET NORTH OF THE LEVEE ROAD.
 AD7224
 AD7224                          STATION RECOVERY (2001)
 AD7224
 AD7224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD7224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7225 ***********************************************************************
 AD7225  DESIGNATION -  ANDYTOWN USE MICROWAVE
 AD7225  PID         -  AD7225
 AD7225  STATE/COUNTY-  FL/BROWARD
 AD7225  USGS QUAD   -  ANDYTOWN (1983)
 AD7225
 AD7225                         *CURRENT SURVEY CONTROL
 AD7225  ___________________________________________________________________
 AD7225* NAD 83(1990)-  26 10 29.75590(N)    080 26 57.59745(W)     ADJUSTED  
 AD7225* NAVD 88     -                                                        
 AD7225  ___________________________________________________________________
 AD7225  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AD7225  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AD7225
 AD7225  HORZ ORDER  -  THIRD
 AD7225
 AD7225.The horizontal coordinates were established by classical geodetic methods
 AD7225.and adjusted by the National Geodetic Survey in May 1991..
 AD7225
 AD7225
 AD7225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7225
 AD7225.The geoid height was determined by GEOID03.
 AD7225
 AD7225;                    North         East     Units Scale Factor Converg.
 AD7225;SPC FL E     -   204,111.017   255,046.933   MT  0.99997858   +0 14 34.5
 AD7225;SPC FL E     -   669,654.23    836,766.48   sFT  0.99997858   +0 14 34.5
 AD7225;UTM  17      - 2,895,173.357   555,028.151   MT  0.99963739   +0 14 34.5
 AD7225
 AD7225                          SUPERSEDED SURVEY CONTROL
 AD7225
 AD7225  NAD 83(1986)-  26 10 29.75717(N)    080 26 57.60381(W) AD(       ) 4
 AD7225  NAD 27      -  26 10 28.45110(N)    080 26 58.41206(W) AD(       ) 3
 AD7225
 AD7225.Superseded values are not recommended for survey control.
 AD7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7225.See file dsdata.txt to determine how the superseded data were derived.
 AD7225
 AD7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5502895173(NAD 83)
 AD7225_MARKER: 44 = MICROWAVE MAST
 AD7225
 AD7225  HISTORY     - Date     Condition        Report By
 AD7225  HISTORY     - 1971     FIRST OBSERVED   NGS
 AD7225  HISTORY     - 1990     GOOD             USPSQD
 AD7225  HISTORY     - 19940404 GOOD             USPSQD
 AD7225  HISTORY     - 20011212 GOOD             NGS
 AD7225
 AD7225                          STATION DESCRIPTION
 AD7225
 AD7225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 AD7225'THE STATION IS THE LIGHT ATOP AND CENTER OF A GUYED STEEL
 AD7225'TRUSS-WORK MAST PAINTED ALTERNATELY RED AND WHITE, WITH A DISH
 AD7225'SHAPE ANTENNA NEAR THE TOP.  IT IS APPROXIMATELY 250 FEET HIGH
 AD7225'AND IS OWNED BY THE U.S. ARMY CORP OF ENGINEERS.  IDENT WUC 591.
 AD7225'
 AD7225'THE STATION IS LOCATED TWO MILES NORTH OF THE JUNCTION OF
 AD7225'U.S. HIGHWAY 27 AND STATE HIGHWAY 84 IN ANDYTOWN, ACROSS
 AD7225'U.S. HIGHWAY 27 FROM THE SAWGRASS RECREATION PARK AND 24 FEET EAST
 AD7225'OF THE CENTERLINE OF THE LEVEE ROAD.
 AD7225
 AD7225                          STATION RECOVERY (1990)
 AD7225
 AD7225'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AD7225'RECOVERED IN GOOD CONDITION.
 AD7225
 AD7225                          STATION RECOVERY (1994)
 AD7225
 AD7225'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD7225'RECOVERED IN GOOD CONDITION.
 AD7225
 AD7225                          STATION RECOVERY (2001)
 AD7225
 AD7225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD7225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4271 ***********************************************************************
 AC4271  DESIGNATION -  ANGELFISH KEY
 AC4271  PID         -  AC4271
 AC4271  STATE/COUNTY-  FL/MONROE
 AC4271  USGS QUAD   -  CARD SOUND (1994)
 AC4271
 AC4271                         *CURRENT SURVEY CONTROL
 AC4271  ___________________________________________________________________
 AC4271* NAD 83(1990)-  25 19 25.44142(N)    080 15 43.43597(W)     ADJUSTED  
 AC4271* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC4271  ___________________________________________________________________
 AC4271  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AC4271  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AC4271
 AC4271  HORZ ORDER  -  SECOND
 AC4271
 AC4271.The horizontal coordinates were established by classical geodetic methods
 AC4271.and adjusted by the National Geodetic Survey in May 1991..
 AC4271
 AC4271.The orthometric height was scaled from a topographic map.
 AC4271
 AC4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4271
 AC4271.The geoid height was determined by GEOID03.
 AC4271
 AC4271;                    North         East     Units Scale Factor Converg.
 AC4271;SPC FL E     -   109,905.203   274,295.112   MT  1.00000931   +0 18 56.4
 AC4271;SPC FL E     -   360,580.65    899,916.55   sFT  1.00000931   +0 18 56.4
 AC4271;UTM  17      - 2,800,999.686   574,269.762   MT  0.99966811   +0 18 56.4
 AC4271
 AC4271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4271!SPC FL E     -   1.00000404  x   1.00000931  =   1.00001335
 AC4271!UTM  17      -   1.00000404  x   0.99966811  =   0.99967215
 AC4271
 AC4271:                Primary Azimuth Mark                     Grid Az
 AC4271:SPC FL E     -  PACIFIC REEF 1853                        066 14 55.3
 AC4271:UTM  17      -  PACIFIC REEF 1853                        066 14 55.3
 AC4271
 AC4271|---------------------------------------------------------------------|
 AC4271| PID    Reference Object                     Distance      Geod. Az  |
 AC4271|                                                           dddmmss.s |
 AC4271| AC4083 PACIFIC REEF 1853                   APPROX.13.3 KM 0663351.7 |
 AC4271| AC4085 TURTLE REEF 1853                    APPROX. 7.1 KM 1303122.6 |
 AC4271| AC4086 TURTLE REEF BEACON 1908             APPROX. 7.1 KM 1303207.0 |
 AC4271| AC4087 TURTLE REEF BEACON 1934             APPROX. 7.1 KM 1303328.4 |
 AC4271| AC4125 CARYSFORT REEF LH 1853              APPROX.12.4 KM 1553904.1 |
 AC4271| AC4159 BASIN HILL BEACON                   APPROX.12.3 KM 1975800.0 |
 AC4271| CV7482 ANGELFISH KEY RM 2                    5.870 METERS 29934     |
 AC4271| CV7481 ANGELFISH KEY RM 1                   11.360 METERS 29934     |
 AC4271| CV7483 ANGELFISH KEY RM 3                   12.470 METERS 34846     |
 AC4271|---------------------------------------------------------------------|
 AC4271
 AC4271                          SUPERSEDED SURVEY CONTROL
 AC4271
 AC4271  NAD 83(1986)-  25 19 25.44237(N)    080 15 43.43130(W) AD(       ) 2
 AC4271  NAD 27      -  25 19 24.02566(N)    080 15 44.24389(W) AD(       ) 2
 AC4271
 AC4271.Superseded values are not recommended for survey control.
 AC4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4271.See file dsdata.txt to determine how the superseded data were derived.
 AC4271
 AC4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7427001000(NAD 83)
 AC4271_MARKER: N = NAIL
 AC4271_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AC4271_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 AC4271
 AC4271  HISTORY     - Date     Condition        Report By
 AC4271  HISTORY     - 1853     MONUMENTED       CGS
 AC4271  HISTORY     - 1908     SEE DESCRIPTION  CGS
 AC4271  HISTORY     - 1934     GOOD             CGS
 AC4271  HISTORY     - 1975     MARK NOT FOUND   NGS
 AC4271  HISTORY     - 1977     GOOD             NGS
 AC4271
 AC4271                          STATION DESCRIPTION
 AC4271
 AC4271'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 AC4271'ON ANGELFISH KEY, WHICH IS CLOSE TO THE UPPPER END OF KEY
 AC4271'LARGO.  PROCEEDING N FROM LITTLE ANGELFISH CREEK ON THE OUTSIDE OF
 AC4271'THE KEY A SMALL PRAIRIE WITH FEW TREES ON IT IS REACHED.  THE
 AC4271'STATION IS ABOUT THE MIDDLE OF THIS PRAIRIE AND NEAR THE
 AC4271'SHORE.  STATION WAS MARKED BY A NAIL IN THE TOP OF A NASSAU
 AC4271'STONE, WHICH HAD ITS TOP FACE FLUSH WITH THE SURFACE OF THE
 AC4271'GROUND.  FOUR IRON BOLTS WERE DRIVEN IN THE ROCK, N, E, S, AND W
 AC4271'OF THE STATION.  AND LINES CONNECTING THEM DIAGONALLY
 AC4271'INTERSECT AT THE STATION.
 AC4271'
 AC4271'IN 1908 IT WAS REMARKED AS FOLLOWS--THE IRON BOLTS OF THE OLD
 AC4271'MARKING WERE LEFT IN PLACE EXCEPT THE ONE TO THE W.  A HOLE 18
 AC4271'INCHES DEEP WAS CUT IN THE SOLID CORAL, AND IN THIS A 4-INCH SEWER
 AC4271'PIPE, 2-1/2 FEET LONG WAS PLACED TO MARK THE CENTER.  THE HOLE AND
 AC4271'PIPE WERE FILLED WITH CONCRETE.  A QUANTITY OF LOOSE ROCK WAS
 AC4271'PLACED AROUND THE PIPE.  THE REFERENCE MARK IS A 4-INCH SEWER
 AC4271'PIPE 2-1/2 FEET LONG BURIED IN ROCK INSHORE FROM THE STATION AND
 AC4271'11.36 METERS FROM THE STATION N 60 DEG 58 MIN W.
 AC4271
 AC4271                          STATION RECOVERY (1934)
 AC4271
 AC4271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4271'THE STATION IS SITUATED ON AN ISLAND OF THE SAME NAME, IT IS ABOUT
 AC4271'HALF A MILE S OF THE EASTERLY ENTRANCE OF ANGELFISH CREEK.  THE
 AC4271'SHORE LINE THERE, TURNS ABRUPTLY FROM A GENERAL SSW DIRECTION TO AN
 AC4271'ALMOST WESTERLY ONE.
 AC4271'
 AC4271'THE STATION IS AWASH AT HIGH WATER.  AT LOW WATER IT IS FOUND
 AC4271'ABOUT 30 METERS FROM THE WATER LINE, THE COAST BEING VERY SHOAL IN
 AC4271'THIS LOCALITY.
 AC4271'
 AC4271'SMALL MANGROVE TREES AND LOW SHRUBS GROW AT THE SITE WHEREAS
 AC4271'VEGETATION IS THE ADJACENT STRIP OF LAND IMMEDIATELY WESTWARD IS
 AC4271'SPARSE DUE TO THE SALINE SHELL-SAND SOIL.
 AC4271'
 AC4271'WHILE SETTING THE STATION MARK IN THE SOLID CORAL ROCK OF THE
 AC4271'SHORE LINE THE 4-INCH SEWER PIPE QUOTED IN THE 1908 DESCRIPTION WAS
 AC4271'LOCATED.  ITS CENTER WAS FOUND TO CORRESPOND TO THAT OF THE DISK
 AC4271'WHICH WAS PLACED IN A SQUARE BLOCK OF CONCRETE AND IN LINE WITH
 AC4271'TWO IRON PINS, ONE NORTHWARD BEING 0.99 METER, THE SOUTHERLY ONE
 AC4271'0.82 METER DISTANT FROM THE STATION MARK.
 AC4271'
 AC4271'THE DESCRIPTION OF 1908 IS TO BE RECTIFIED INASMUCH AS THE THIRD
 AC4271'PIN MENTIONED THEREIN WAS IDENTIFIED TO THE W (NOT E) OF THE CENTER,
 AC4271'AT A DISTANCE OF 1.020 METERS.  THE 4-INCH TILE PIPE REFERRED TO
 AC4271'IN THE SAME SOURCE OF INFORMATION WAS FOUND 11.32 METERS FROM THE
 AC4271'CENTER.  A STANDARD REFERENCE DISK (NO. 1) SET IN CONCRETE
 AC4271'FILLING THE UPPER PORTION OF THE TILE MARKS THE POINT NOW MORE
 AC4271'DEFINITELY.
 AC4271'
 AC4271'ON THE LINE JOINING REFERENCE MARK NO. 1 WITH THE STATION MARK,
 AC4271'ANOTHER REFERENCE DISK WAS PLACED IN THE OUTCROPPING ROCK, 5.37
 AC4271'METERS DISTANT.  AS A THIRD REFERENCE MARK, A DISK (NO. 3) WAS
 AC4271'CEMENTED INTO SOLID ROCK, 12.47 METERS FROM THE STATION IN A SSW
 AC4271'DIRECTION.
 AC4271
 AC4271                          STATION RECOVERY (1975)
 AC4271
 AC4271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RRW)
 AC4271'LOST
 AC4271'
 AC4271'RM 2 AND THE TO IRON PINS RECOVERED AS DESCRIBED.  THE 4 INCH
 AC4271'TILE PIPE WAS FOUND, WITH OUT RM 1 DISK.  RM 3 WAS NOT
 AC4271'FOUND.  STATION NOT RECOVERED.
 AC4271
 AC4271                          STATION RECOVERY (1977)
 AC4271
 AC4271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JDS)
 AC4271'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 AC4271'CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 AC4271'ADDITION.  THE STATION IS 27.4 FT. SOUTHEAST OF A WITNESS SIGN NAILED
 AC4271'TO A TREE.
 AC4271'
 AC4271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- ON ANGELFISH KEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5760 ***********************************************************************
 AK5760  DESIGNATION -  ANGELL
 AK5760  PID         -  AK5760
 AK5760  STATE/COUNTY-  FL/BREVARD
 AK5760  USGS QUAD   -  COCOA (1984)
 AK5760
 AK5760                         *CURRENT SURVEY CONTROL
 AK5760  ___________________________________________________________________
 AK5760* NAD 83(1990)-  28 20 41.56818(N)    080 40 03.16966(W)     ADJUSTED  
 AK5760* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AK5760  ___________________________________________________________________
 AK5760  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AK5760  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AK5760
 AK5760  HORZ ORDER  -  THIRD
 AK5760
 AK5760.The horizontal coordinates were established by classical geodetic methods
 AK5760.and adjusted by the National Geodetic Survey in May 1991..
 AK5760
 AK5760.The orthometric height was scaled from a topographic map.
 AK5760
 AK5760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5760
 AK5760.The geoid height was determined by GEOID03.
 AK5760
 AK5760;                    North         East     Units Scale Factor Converg.
 AK5760;SPC FL E     -   444,472.013   232,594.166   MT  0.99995428   +0 09 28.2
 AK5760;SPC FL E     - 1,458,238.60    763,102.69   sFT  0.99995428   +0 09 28.2
 AK5760;UTM  17      - 3,135,452.343   532,583.045   MT  0.99961310   +0 09 28.2
 AK5760
 AK5760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5760!SPC FL E     -   1.00000419  x   0.99995428  =   0.99995846
 AK5760!UTM  17      -   1.00000419  x   0.99961310  =   0.99961728
 AK5760
 AK5760|---------------------------------------------------------------------|
 AK5760| PID    Reference Object                     Distance      Geod. Az  |
 AK5760|                                                           dddmmss.s |
 AK5760| DE3857 ANGELL RM 1                          36.170 METERS 06412     |
 AK5760| DE3858 ANGELL RM 2                          25.768 METERS 14733     |
 AK5760| AK5784 NEW 1940                            APPROX. 1.7 KM 2420714.1 |
 AK5760|---------------------------------------------------------------------|
 AK5760
 AK5760                          SUPERSEDED SURVEY CONTROL
 AK5760
 AK5760  NAD 83(1986)-  28 20 41.57447(N)    080 40 03.18333(W) AD(       ) 3
 AK5760  NAD 27      -  28 20 40.55600(N)    080 40 03.99400(W) AD(       ) 3
 AK5760
 AK5760.Superseded values are not recommended for survey control.
 AK5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5760.See file dsdata.txt to determine how the superseded data were derived.
 AK5760
 AK5760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3258335452(NAD 83)
 AK5760_MARKER: DS = TRIANGULATION STATION DISK
 AK5760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5760
 AK5760  HISTORY     - Date     Condition        Report By
 AK5760  HISTORY     - 1940     MONUMENTED       CGS
 AK5760  HISTORY     - 1948     GOOD             CGS
 AK5760  HISTORY     - 1971     MARK NOT FOUND   NGS
 AK5760  HISTORY     - 1989     GOOD             USPSQD
 AK5760
 AK5760                          STATION DESCRIPTION
 AK5760
 AK5760'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG)
 AK5760'STATION IS ON MERRITT ISLAND ON THE E SHORE OF NEW FOUND
 AK5760'HARBOR ON PROPERTY OF EVERETT DAWLEY OF ANGELL CITY, THE
 AK5760'SMALL SETTLEMENT ON COCOA BEACH-COCOA ROAD.  STATION ON LOW
 AK5760'CLEAR FLAT ABOUT 6 METERS W OF TREE LINE.  STATION IS 9.3 METERS
 AK5760'NW BY W OF THE WESTERLY OF TWO PALMETTOS, W OF A 9-INCH PINE
 AK5760'WITH BLAZE, 9.0 AND 16.2 METERS E OF HIGH-WATER LINE ON LINE
 AK5760'OF STATION AND REFERENCE MARK NO. 1.
 AK5760'
 AK5760'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AK5760'12-INCH SQUARE CONCRETE MONUMENTS.
 AK5760'
 AK5760'SUBSURFACE MARK IS STANDARD BRONZE DISK IN 8-INCH ROUND
 AK5760'CONCRETE 30 INCHES BELOW GROUND.
 AK5760'
 AK5760'SURFACE MARK PROJECTS 6 INCHES ABOVE SURFACE.
 AK5760'
 AK5760'REFERENCE MARK NO. 1 IS E OF STATION, 8 INCHES ABOVE SURFACE,
 AK5760'12 FEET NE OF A SMALL PINE.
 AK5760'
 AK5760'REFERENCE MARK NO. 2 IS S OF STATION, 10 INCHES ABOVE SURFACE,
 AK5760'4-1/2 FEET W OF SMALL BLAZED PINE.
 AK5760'
 AK5760'FROM INTERSECTION ISLAND AND BEACH ROAD AT MERRITT, FOLLOW 2.4
 AK5760'MILES E ON BEACH ROAD, TAKE RIGHT FORK, CONTINUE ON BEACH ROAD
 AK5760'2.15 MILES, TURN RIGHT ON SAND ROAD JUST N OF GREEN TRIM SMALL
 AK5760'WHITE HOUSE, FOLLOW W 0.4 MILE TO STATION.  THERE IS A SMALL
 AK5760'SHACK ABOUT 500 FEET NE OF STATION.
 AK5760'
 AK5760'A 77-FOOT TOWER WAS USED AND SEES 50 FEET AT BRIDGE, 64 FEET
 AK5760'AT ELKINS, GROUND AT NEW, FOUND AND CAUSE.
 AK5760'
 AK5760'TWENTY FEET WILL SEE 20 FEET AT CAUSE, NEW AND FOUND ARE
 AK5760'VISIBLE FROM GROUND.
 AK5760
 AK5760                          STATION RECOVERY (1948)
 AK5760
 AK5760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK5760'STATION IS LOCATED ON THE E SHORE OF NEW FOUND HARBOR, ABOUT
 AK5760'3/4 MILE S OF THE CAUSEWAY, ON THE PROPERTY OF EVERETT DOWLEY,
 AK5760'IN A LOW FLAT ABOUT 6 METERS W OF THE TREE LINE.  IT IS 30.5
 AK5760'FEET NW OF THE MOST W OF TWO PALM TREES WITH A SMALL BLAZE,
 AK5760'29.4 FEET E OF A 12-INCH PINE TREE WITH A BLAZE, AND 27.0 FEET
 AK5760'E OF THE HIGH-WATER LINE.
 AK5760'
 AK5760'STATION MARK IS A BRONZE STATION DISK, STAMPED ANGELL 1940,
 AK5760'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AK5760'2-INCHES ABOVE GROUND.
 AK5760'
 AK5760'R.M. 1 IS 36.170 METERS E OF THE STATION, 12.5 FEET NE OF A
 AK5760'12-INCH PINE TREE, AND 26.5 FEET SE OF A TWIN PINE TREE.  IT
 AK5760'IS A BRONZE REFERENCE DISK, STAMPED ANGELL NO 1 1940, SET IN
 AK5760'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 AK5760'ABOVE THE GROUND.
 AK5760'
 AK5760'R.M. 2 IS 25.768 METERS S OF THE STATION, 10.2 FEET S OF A
 AK5760'12-INCH PINE TREE, AND 16.0 FEET N OF A 12-INCH PINE TREE.  IT
 AK5760'IS A BRONZE REFERENCE DISK, STAMPED ANGELL NO 2 1940, SET IN
 AK5760'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 AK5760'ABOVE GROUND.
 AK5760'
 AK5760'TO REACH, GO E ALONG STATE HIGHWAY 520 FOR 2.5 MILES FROM
 AK5760'THE INTERSECTION WITH STATE HIGHWAY 3 AT MERRITT, TURN S ON
 AK5760'ASPHALT ROAD A DISTANCE OF 0.85 MILE, THEN W ON DIRT ROAD A
 AK5760'DISTANCE OF 0.30 MILE TO E SHORE OF NEW FOUND HARBOR AND
 AK5760'STATION.  A WHITE WITNESS POST HAS BEEN PLACED 3 FEET S OF
 AK5760'THE STATION.
 AK5760
 AK5760                          STATION RECOVERY (1971)
 AK5760
 AK5760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK5760'THE STATION SURFACE MARK WAS NOT RECOVERED AND IS DEEPLY
 AK5760'COVERED OR DESTROYED.  THE SUBSURFACE MARK IS BELIEVED TO EXIST
 AK5760'BUT WAS NOT DUG FOR.  R.MS 1 AND 2 WERE RECOVERED IN GOOD
 AK5760'CONDITION AND THE 1948 DESCRIPTION BY G.E.M. JR. IS ADEQUATE
 AK5760'FOR RECOVERY.
 AK5760
 AK5760                          STATION RECOVERY (1989)
 AK5760
 AK5760'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK5760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2075 ***********************************************************************
 BC2075  DESIGNATION -  ANHAUSER
 BC2075  PID         -  BC2075
 BC2075  STATE/COUNTY-  FL/DUVAL
 BC2075  USGS QUAD   -  JACKSONVILLE (1994)
 BC2075
 BC2075                         *CURRENT SURVEY CONTROL
 BC2075  ___________________________________________________________________
 BC2075* NAD 83(1990)-  30 19 19.31640(N)    081 40 13.53308(W)     ADJUSTED  
 BC2075* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BC2075  ___________________________________________________________________
 BC2075  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BC2075  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BC2075
 BC2075  HORZ ORDER  -  THIRD
 BC2075
 BC2075.The horizontal coordinates were established by classical geodetic methods
 BC2075.and adjusted by the National Geodetic Survey in May 1991..
 BC2075
 BC2075.The orthometric height was scaled from a topographic map.
 BC2075
 BC2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2075
 BC2075.The geoid height was determined by GEOID03.
 BC2075
 BC2075;                    North         East     Units Scale Factor Converg.
 BC2075;SPC FL E     -   663,754.887   135,526.044   MT  0.99999244   -0 20 18.5
 BC2075;SPC FL E     - 2,177,669.16    444,638.36   sFT  0.99999244   -0 20 18.5
 BC2075;UTM  17      - 3,354,660.398   435,548.042   MT  0.99965125   -0 20 18.5
 BC2075
 BC2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2075!SPC FL E     -   1.00000370  x   0.99999244  =   0.99999614
 BC2075!UTM  17      -   1.00000370  x   0.99965125  =   0.99965495
 BC2075
 BC2075:                Primary Azimuth Mark                     Grid Az
 BC2075:SPC FL E     -  JACKSONVILLE US CUSTOMSHSE CUP           057 32 43.7
 BC2075:UTM  17      -  JACKSONVILLE US CUSTOMSHSE CUP           057 32 43.7
 BC2075
 BC2075|---------------------------------------------------------------------|
 BC2075| PID    Reference Object                     Distance      Geod. Az  |
 BC2075|                                                           dddmmss.s |
 BC2075| BC2111 JACKSONVILLE US CUSTOMSHSE CUP      APPROX. 1.2 KM 0571225.2 |
 BC2075|---------------------------------------------------------------------|
 BC2075
 BC2075                          SUPERSEDED SURVEY CONTROL
 BC2075
 BC2075  NAD 83(1986)-  30 19 19.32430(N)    081 40 13.54260(W) AD(       ) 3
 BC2075  NAD 27      -  30 19 18.46000(N)    081 40 14.20000(W) AD(       ) 3
 BC2075
 BC2075.Superseded values are not recommended for survey control.
 BC2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2075.See file dsdata.txt to determine how the superseded data were derived.
 BC2075
 BC2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3554854660(NAD 83)
 BC2075_MARKER: Z = SEE DESCRIPTION
 BC2075_SETTING: 0 = UNSPECIFIED SETTING
 BC2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2075
 BC2075  HISTORY     - Date     Condition        Report By
 BC2075  HISTORY     - 1909     MONUMENTED       USE
 BC2075  HISTORY     - 1934     MARK NOT FOUND   CGS
 BC2075
 BC2075                          STATION DESCRIPTION
 BC2075
 BC2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2075'SEARCHED FOR THE STATION IN THE LOCALITY AS INDICATED BY PLANE
 BC2075'TABLE.  STATION WAS CLOSE TO WATERS EDGE AND LOCALITY HAS BEEN
 BC2075'USED AS A DUMPING GROUND.  NO DIGGING WAS DONE AS NO SURFACE
 BC2075'INDICATIONS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0739 ***********************************************************************
 AS0739  DESIGNATION -  ANK
 AS0739  PID         -  AS0739
 AS0739  STATE/COUNTY-  FL/FRANKLIN
 AS0739  USGS QUAD   -  CAPE ST GEORGE (1982)
 AS0739
 AS0739                         *CURRENT SURVEY CONTROL
 AS0739  ___________________________________________________________________
 AS0739* NAD 83(1990)-  29 36 19.72616(N)    085 03 30.66952(W)     ADJUSTED  
 AS0739* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AS0739  ___________________________________________________________________
 AS0739  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AS0739  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0739
 AS0739  HORZ ORDER  -  THIRD
 AS0739
 AS0739.The horizontal coordinates were established by classical geodetic methods
 AS0739.and adjusted by the National Geodetic Survey in May 1991..
 AS0739
 AS0739.The orthometric height was scaled from a topographic map.
 AS0739
 AS0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0739
 AS0739.The geoid height was determined by GEOID03.
 AS0739
 AS0739;                    North         East     Units Scale Factor Converg.
 AS0739;SPC FL N     -    67,248.756   545,899.095   MT  0.99999617   -0 16 50.4
 AS0739;SPC FL N     -   220,631.96  1,791,003.95   sFT  0.99999617   -0 16 50.4
 AS0739;UTM  16      - 3,276,644.599   688,006.092   MT  1.00003614   +0 57 33.9
 AS0739
 AS0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0739!SPC FL N     -   1.00000380  x   0.99999617  =   0.99999997
 AS0739!UTM  16      -   1.00000380  x   1.00003614  =   1.00003994
 AS0739
 AS0739:                Primary Azimuth Mark                     Grid Az
 AS0739:SPC FL N     -  BEACON B APALACH SAND IS F RNG           051 09 55.1
 AS0739:UTM  16      -  BEACON B APALACH SAND IS F RNG           049 55 30.8
 AS0739
 AS0739|---------------------------------------------------------------------|
 AS0739| PID    Reference Object                     Distance      Geod. Az  |
 AS0739|                                                           dddmmss.s |
 AS0739| AS0741 BEACON B APALACH SAND IS F RNG      APPROX. 0.6 KM 0505304.7 |
 AS0739| AS0742 BEACON A APALACH SAND IS R RNG      APPROX. 0.8 KM 0852116.9 |
 AS0739| AS0745 BEACON C APALACH ST GEORGE BCN      APPROX. 2.3 KM 0905418.4 |
 AS0739| CW1737 ANK RM 2                             17.700 METERS 19721     |
 AS0739| CW1736 ANK RM 1                              8.300 METERS 19721     |
 AS0739| AS0736 WEST PASS 2                         APPROX. 4.3 KM 3020805.7 |
 AS0739| AS0732 BEACON D APALACH W PASS F RNG       APPROX. 4.0 KM 3324140.9 |
 AS0739| AS0733 BEACON E APALACH W PASS R RNG       APPROX. 4.0 KM 3454914.1 |
 AS0739|---------------------------------------------------------------------|
 AS0739
 AS0739                          SUPERSEDED SURVEY CONTROL
 AS0739
 AS0739  NAD 83(1986)-  29 36 19.73504(N)    085 03 30.68360(W) AD(       ) 3
 AS0739  NAD 27      -  29 36 18.95900(N)    085 03 30.99600(W) AD(       ) 3
 AS0739
 AS0739.Superseded values are not recommended for survey control.
 AS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0739.See file dsdata.txt to determine how the superseded data were derived.
 AS0739
 AS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8800676645(NAD 83)
 AS0739_MARKER: DS = TRIANGULATION STATION DISK
 AS0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0739
 AS0739  HISTORY     - Date     Condition        Report By
 AS0739  HISTORY     - 1935     MONUMENTED       CGS
 AS0739  HISTORY     - 1979     MARK NOT FOUND   NGS
 AS0739
 AS0739                          STATION DESCRIPTION
 AS0739
 AS0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAE)
 AS0739'LOCATED IN OPEN SAND NE OF CLUMP OF SMALL LIVE OAK TREES, 60
 AS0739'METERS FROM SHORE LINE, 620 METERS SW OF STATION B, 835
 AS0739'METERS W OF STATION A.
 AS0739'
 AS0739'STATION IS A STANDARD DISK STAMPED ANK 1935, SET IN A
 AS0739'12- BY 12-INCH CONCRETE MONUMENT PROTRUDING 4 INCHES ABOVE GROUND.
 AS0739'
 AS0739'REFERENCE MARKS ARE STANDARD DISKS STAMPED ANK NO. 1 1935
 AS0739'AND ANK NO. 2 1935, SET IN 12- BY 12-INCH CONCRETE
 AS0739'MONUMENTS PROTRUDING 4 INCHES ABOVE GROUND.
 AS0739
 AS0739                          STATION RECOVERY (1979)
 AS0739
 AS0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RST)
 AS0739'STATION WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1574 ***********************************************************************
 AA1574  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1574  DESIGNATION -  ANN 1935
 AA1574  PID         -  AA1574
 AA1574  STATE/COUNTY-  FL/MONROE
 AA1574  USGS QUAD   -  CONTENT KEYS (1972)
 AA1574
 AA1574                         *CURRENT SURVEY CONTROL
 AA1574  ___________________________________________________________________
 AA1574* NAD 83(1990)-  24 45 30.06119(N)    081 23 26.71006(W)     ADJUSTED  
 AA1574* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AA1574  ___________________________________________________________________
 AA1574  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AA1574  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA1574
 AA1574  HORZ ORDER  -  THIRD
 AA1574
 AA1574.The horizontal coordinates were established by classical geodetic methods
 AA1574.and adjusted by the National Geodetic Survey in May 1991..
 AA1574
 AA1574.The orthometric height was scaled from a topographic map.
 AA1574
 AA1574.This Tidal Bench Mark is designated as VM 6826
 AA1574.by the Center for Operational Oceanographic Products and Services.
 AA1574
 AA1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1574
 AA1574.The geoid height was determined by GEOID03.
 AA1574
 AA1574;                    North         East     Units Scale Factor Converg.
 AA1574;SPC FL E     -    47,131.176   160,478.793   MT  0.99996046   -0 09 49.1
 AA1574;SPC FL E     -   154,629.53    526,504.17   sFT  0.99996046   -0 09 49.1
 AA1574;UTM  17      - 2,738,247.077   460,492.278   MT  0.99961928   -0 09 49.1
 AA1574
 AA1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1574!SPC FL E     -   1.00000317  x   0.99996046  =   0.99996363
 AA1574!UTM  17      -   1.00000317  x   0.99961928  =   0.99962245
 AA1574
 AA1574                          SUPERSEDED SURVEY CONTROL
 AA1574
 AA1574  NAD 83(1986)-  24 45 30.06432(N)    081 23 26.69487(W) AD(       ) 3
 AA1574  NAD 27      -  24 45 28.56060(N)    081 23 27.39754(W) AD(       ) 3
 AA1574
 AA1574.Superseded values are not recommended for survey control.
 AA1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1574.See file dsdata.txt to determine how the superseded data were derived.
 AA1574
 AA1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6049238247(NAD 83)
 AA1574_MARKER: DS = TRIANGULATION STATION DISK
 AA1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AA1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1574+STABILITY: SURFACE MOTION
 AA1574
 AA1574  HISTORY     - Date     Condition        Report By
 AA1574  HISTORY     - 1935     MONUMENTED       CGS
 AA1574  HISTORY     - 1936     GOOD             CGS
 AA1574  HISTORY     - 1958     GOOD             CGS
 AA1574  HISTORY     - 1966     GOOD             CGS
 AA1574
 AA1574                          STATION DESCRIPTION
 AA1574
 AA1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WHB)
 AA1574'STATION IS 6.3 MILES NW OF THE FERRY LANDING AT NO NAME KEY, ON
 AA1574'THE NORTHERNMOST POINT OF THE LARGEST KEY OF THE ANNETTE KEY
 AA1574'GROUP, ABOUT 54 METERS FROM THE NORMAL HIGH-WATER MARK NNE OF
 AA1574'THE STATION, AND 64 METERS FROM THE NORMAL HIGH-WATER MARK NW OF
 AA1574'THE STATION.
 AA1574'
 AA1574'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 AA1574'AND PROJECT 12 INCHES ABOVE
 AA1574'THE GROUND SURFACE.
 AA1574'
 AA1574'A 12-METER POLE SIGNAL WITH TARGET WAS ERECTED OVER THE STATION.
 AA1574
 AA1574                          STATION RECOVERY (1936)
 AA1574
 AA1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AA1574'STATION WAS RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE
 AA1574'MARKS FOUND AS DESCRIBED.  SUPPLEMENTAL DESCRIPTION BELOW--
 AA1574'
 AA1574'STATION IS LOCATED ON THE N POINT OF THE LARGEST KEY OF THE
 AA1574'GROUP KNOWN LOCALLY AS THE BUTTONWOOD STRIPS.  IN SEMI-HAMMOCK
 AA1574'AND GRASS IN A CLEAR SPACE BEHIND THE MANGROVE.
 AA1574
 AA1574                          STATION RECOVERY (1958)
 AA1574
 AA1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AA1574'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AA1574'
 AA1574'THE DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 AA1574'ADDITION--
 AA1574'
 AA1574'A LINE HAS BEEN CLEARED THROUGH THE MANGROVE TO THE STATION SITE
 AA1574'FROM THE N POINT OF THE KEY.  REMAINS OF THE WOODEN SIGNAL ARE
 AA1574'SCATTERED ABOUT THE STATION.
 AA1574
 AA1574                          STATION RECOVERY (1966)
 AA1574
 AA1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 AA1574'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 AA1574'CONDITION.  STATION MARK IS STAMPED ANN 1935.  REFERENCE MARK
 AA1574'1 IS STAMPED ANN 1935 R M 1 AND NUMBER 2 IS STAMPED ANN 1935
 AA1574'R M 2.  DISTANCES WERE VERIFIED.
 AA1574'
 AA1574'THE ORIGINAL DESCRIPTION IS ADEQUATE, THE STATION BEING IN AN
 AA1574'OPEN AREA, ALL THREE MARKS PROJECTING 12 INCHES AND CLEARLY
 AA1574'VISIBLE FROM A DISTANCE.  NO ATTEMPT WAS MADE TO VERIFY DISTANCES
 AA1574'GIVEN TO NORMAL HIGH-WATER MARK, THIS BEING TOO INDEFINITE A
 AA1574'LINE TO RECOVER IN THE MANGROVE GROWTH ALONG THE SHORE.
 AA1574'
 AA1574'THE NAME BUTTONWOOD STRIPS USED IN THE 1936 RECOVERY NOTE COULD
 AA1574'NOT BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7080 ***********************************************************************
 AD7080  DESIGNATION -  ANNA
 AD7080  PID         -  AD7080
 AD7080  STATE/COUNTY-  FL/BROWARD
 AD7080  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD7080
 AD7080                         *CURRENT SURVEY CONTROL
 AD7080  ___________________________________________________________________
 AD7080* NAD 83(1990)-  26 05 45.87863(N)    080 12 31.92137(W)     ADJUSTED  
 AD7080* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 AD7080  ___________________________________________________________________
 AD7080  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AD7080  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AD7080
 AD7080  HORZ ORDER  -  SECOND
 AD7080
 AD7080.The horizontal coordinates were established by classical geodetic methods
 AD7080.and adjusted by the National Geodetic Survey in May 1991..
 AD7080
 AD7080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7080
 AD7080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7080
 AD7080.The geoid height was determined by GEOID03.
 AD7080
 AD7080;                    North         East     Units Scale Factor Converg.
 AD7080;SPC FL E     -   195,498.859   279,138.780   MT  1.00001848   +0 20 52.9
 AD7080;SPC FL E     -   641,399.17    915,807.81   sFT  1.00001848   +0 20 52.9
 AD7080;UTM  17      - 2,886,564.137   579,111.778   MT  0.99967727   +0 20 52.9
 AD7080
 AD7080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7080!SPC FL E     -   1.00000318  x   1.00001848  =   1.00002166
 AD7080!UTM  17      -   1.00000318  x   0.99967727  =   0.99968044
 AD7080
 AD7080:                Primary Azimuth Mark                     Grid Az
 AD7080:SPC FL E     -  FT LAUDERDALE S BROWARD CO TK            016 48 41.9
 AD7080:UTM  17      -  FT LAUDERDALE S BROWARD CO TK            016 48 41.9
 AD7080
 AD7080|---------------------------------------------------------------------|
 AD7080| PID    Reference Object                     Distance      Geod. Az  |
 AD7080|                                                           dddmmss.s |
 AD7080| AD7099 FT LAUDERDALE S BROWARD CO TK       APPROX. 3.3 KM 0170934.8 |
 AD7080| CW8407 ANNA AZ MK 1                                       0205053.1 |
 AD7080| AD7078 ANNA A PT                            29.804 METERS 09354     |
 AD7080| CW8408 ANNA AZ MK 2                                       1015511.4 |
 AD7080| AD7068 FT LAUDERDALE BROWARD ITV MAST      APPROX. 2.9 KM 2480731.2 |
 AD7080|---------------------------------------------------------------------|
 AD7080
 AD7080                          SUPERSEDED SURVEY CONTROL
 AD7080
 AD7080  NAD 83(1986)-  26 05 45.88165(N)    080 12 31.92715(W) AD(       ) 2
 AD7080  NAD 27      -  26 05 44.56795(N)    080 12 32.75578(W) AD(       ) 2
 AD7080  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 AD7080
 AD7080.Superseded values are not recommended for survey control.
 AD7080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7080.See file dsdata.txt to determine how the superseded data were derived.
 AD7080
 AD7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7911286564(NAD 83)
 AD7080_MARKER: DD = SURVEY DISK
 AD7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD7080
 AD7080  HISTORY     - Date     Condition        Report By
 AD7080  HISTORY     - 1971     MONUMENTED       FL-011
 AD7080  HISTORY     - 1987     GOOD             LOCENG
 AD7080
 AD7080                          STATION DESCRIPTION
 AD7080
 AD7080'DESCRIBED BY BROWARD COUNTY FLORIDA 1971 (NCA)
 AD7080'THE STATION IS ABOUT 4 MILES NORTHWEST OF THE FORT
 AD7080'LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT, 1 MILE SOUTHWEST OF
 AD7080'THE JUNCTION OF U.S. HIGHWAY 441 AND STATE HIGHWAY 82, 3/4 MILE
 AD7080'EAST OF THE SUNSHINE STATE PARKWAY, AND 0.1 MILE EAST OF THE
 AD7080'MEADOWBROOK ELEMENTARY SCHOOL.
 AD7080'
 AD7080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 AD7080'STATE HIGHWAY 82 (DAVIE BOULEVARD), IN THE WEST EDGE OF FORT
 AD7080'LAUDERDALE, GO SOUTH ON HIGHWAY 441 FOR 0.35 MILE TO A SIDE ROAD
 AD7080'RIGHT.  (SW18 ST.) TURN RIGHT AND GO WEST ON SW 18 STREET FOR
 AD7080'0.45 MILE TO A LARGE TRANSFORMER ON THE RIGHT AND A CROSSROAD.
 AD7080'(SW 43 WAY) TURN LEFT AND GO SOUTH ON SW 43 WAY FOR 0.05 MILE
 AD7080'TO A TRACK ROAD LEFT LEADING TO FORT LAUDERDALE WELL NUMBER
 AD7080'16 AND AZIMUTH 1 AS DESCRIBED.  CONTINUE SOUTH ON SW 43 WAY
 AD7080'FOR 0.25 MILE TO A GRAVEL ROAD LEFT AND STATION AS DESCRIBED.
 AD7080'
 AD7080'ALL MARKS, WITH THE EXCEPTION OF THE A-POINT, ARE 2-1/2 INCH
 AD7080'BROWARD COUNTY ENGINEER DEPARTMENT SURVEY DISKS SET IN ROUND
 AD7080'CONCRETE POSTS FLUSH WITH THE GROUND SURFACE.
 AD7080'
 AD7080'STATION MARK, STAMPED ANNA 1971, IS 142 FEET NORTHWEST OF THE
 AD7080'NORTHWEST CORNER OF WELL NUMBER 18, 56 FEET SOUTH OF CENTER OF
 AD7080'THE GRAVEL ROAD, 40 FEET EAST OF CENTER OF SW 43 WAY, 18 FEET EAST
 AD7080'OF A POWER POLE AND 1.5 FEET WEST OF A BROWARD COUNTY SURVEY
 AD7080'WITNESS POST.
 AD7080'
 AD7080'AZIMUTH 1, STAMPED ANNA AZIMUTH 1 1971, IS 164 FEET EAST OF CENTER
 AD7080'OF SW 43 WAY, 11.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF WELL
 AD7080'NUMBER 16, 11 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE WELL
 AD7080'AND 1.5 FEET WEST OF A WITNESS POST.
 AD7080'
 AD7080'AZIMUTH 2, STAMPED ANNA AZIMUTH 2 1971, IS 9 FEET SOUTH OF CENTER
 AD7080'OF THE GRAVEL ROAD, 4 FEET WEST OF THE NORTHWEST CORNER OF WELL
 AD7080'NUMBER 19 AND 2.5 FEET NORTH OF A WITNESS POST.
 AD7080'
 AD7080'A-POINT, IS A TACK IN THE TOP OF AN IRON PIPE FILLED WITH
 AD7080'CONCRETE SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 AD7080'GROUND.  IT IS 76.5 FEET NORTHWEST OF WELL NUMBER 18, 53 FEET WEST
 AD7080'OF CENTER OF A 4 X 6 FEET CONCRETE FOUNDATION PAINTED RED, MARKED
 AD7080'HIGH VOLTAGE, AND 37 FEET SOUTH OF CENTER OF THE GRAVEL ROAD.
 AD7080'
 AD7080'TO REACH AZIMUTH 2 FROM THE STATION, GO WEST ON THE GRAVEL ROAD
 AD7080'FOR 0.15 MILE TO THE END OF GRAVEL, WELL NUMBER 19 AND THE MARK
 AD7080'AS DESCRIBED.
 AD7080'
 AD7080'SEC 13 T 50 S R 41 E
 AD7080'
 AD7080'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AD7080
 AD7080                          STATION RECOVERY (1987)
 AD7080
 AD7080'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (MLM)
 AD7080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7078 ***********************************************************************
 AD7078  DESIGNATION -  ANNA A PT
 AD7078  PID         -  AD7078
 AD7078  STATE/COUNTY-  FL/BROWARD
 AD7078  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD7078
 AD7078                         *CURRENT SURVEY CONTROL
 AD7078  ___________________________________________________________________
 AD7078* NAD 83(1990)-  26 05 45.81262(N)    080 12 30.85130(W)     ADJUSTED  
 AD7078* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 AD7078  ___________________________________________________________________
 AD7078  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AD7078  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AD7078
 AD7078  HORZ ORDER  -  SECOND
 AD7078
 AD7078.The horizontal coordinates were established by classical geodetic methods
 AD7078.and adjusted by the National Geodetic Survey in May 1991..
 AD7078
 AD7078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7078
 AD7078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7078
 AD7078.The geoid height was determined by GEOID03.
 AD7078
 AD7078;                    North         East     Units Scale Factor Converg.
 AD7078;SPC FL E     -   195,497.008   279,168.527   MT  1.00001854   +0 20 53.3
 AD7078;SPC FL E     -   641,393.10    915,905.41   sFT  1.00001854   +0 20 53.3
 AD7078;UTM  17      - 2,886,562.287   579,141.515   MT  0.99967733   +0 20 53.3
 AD7078
 AD7078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7078!SPC FL E     -   1.00000319  x   1.00001854  =   1.00002173
 AD7078!UTM  17      -   1.00000319  x   0.99967733  =   0.99968052
 AD7078
 AD7078:                Primary Azimuth Mark                     Grid Az
 AD7078:SPC FL E     -  WATER                                    051 19 02.5
 AD7078:UTM  17      -  WATER                                    051 19 02.5
 AD7078
 AD7078|---------------------------------------------------------------------|
 AD7078| PID    Reference Object                     Distance      Geod. Az  |
 AD7078|                                                           dddmmss.s |
 AD7078| AD7085 WATER                               APPROX. 1.2 KM 0513955.8 |
 AD7078| AD7080 ANNA                                 29.804 METERS 27355     |
 AD7078|---------------------------------------------------------------------|
 AD7078
 AD7078                          SUPERSEDED SURVEY CONTROL
 AD7078
 AD7078  NAD 83(1986)-  26 05 45.81563(N)    080 12 30.85679(W) AD(       ) 2
 AD7078  NAD 27      -  26 05 44.50196(N)    080 12 31.68573(W) AD(       ) 2
 AD7078  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 AD7078
 AD7078.Superseded values are not recommended for survey control.
 AD7078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7078.See file dsdata.txt to determine how the superseded data were derived.
 AD7078
 AD7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7914286562(NAD 83)
 AD7078_MARKER: Z = SEE DESCRIPTION
 AD7078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD7078_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AD7078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7078+STABILITY: SURFACE MOTION
 AD7078
 AD7078  HISTORY     - Date     Condition        Report By
 AD7078  HISTORY     - 1971     MONUMENTED       FL-011
 AD7078
 AD7078                          STATION DESCRIPTION
 AD7078
 AD7078'DESCRIBED BY BROWARD COUNTY FLORIDA 1971
 AD7078'SEE STATION ANNA BCED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2046 ***********************************************************************
 AG2046  DESIGNATION -  ANNA MARIA KEY SE BASE 2
 AG2046  PID         -  AG2046
 AG2046  STATE/COUNTY-  FL/MANATEE
 AG2046  USGS QUAD   -  BRADENTON BEACH (1987)
 AG2046
 AG2046                         *CURRENT SURVEY CONTROL
 AG2046  ___________________________________________________________________
 AG2046* NAD 83(1990)-  27 28 34.21175(N)    082 42 10.54137(W)     ADJUSTED  
 AG2046* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AG2046  ___________________________________________________________________
 AG2046  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AG2046  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG2046
 AG2046  HORZ ORDER  -  THIRD
 AG2046
 AG2046.The horizontal coordinates were established by classical geodetic methods
 AG2046.and adjusted by the National Geodetic Survey in May 1991..
 AG2046
 AG2046.The orthometric height was scaled from a topographic map.
 AG2046
 AG2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2046
 AG2046.The geoid height was determined by GEOID03.
 AG2046
 AG2046;                    North         East     Units Scale Factor Converg.
 AG2046;SPC FL W     -   348,360.663   130,530.292   MT  1.00000073   -0 19 27.6
 AG2046;SPC FL W     - 1,142,913.28    428,248.13   sFT  1.00000073   -0 19 27.6
 AG2046;UTM  17      - 3,040,331.081   331,746.797   MT  0.99994945   -0 47 09.2
 AG2046
 AG2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG2046!SPC FL W     -   1.00000355  x   1.00000073  =   1.00000428
 AG2046!UTM  17      -   1.00000355  x   0.99994945  =   0.99995300
 AG2046
 AG2046:                Primary Azimuth Mark                     Grid Az
 AG2046:SPC FL W     -  PERICO ISLAND JOHNSONS N GABLE           033 39 55.4
 AG2046:UTM  17      -  PERICO ISLAND JOHNSONS N GABLE           034 07 37.0
 AG2046
 AG2046|---------------------------------------------------------------------|
 AG2046| PID    Reference Object                     Distance      Geod. Az  |
 AG2046|                                                           dddmmss.s |
 AG2046| AG2053 PERICO ISLAND JOHNSONS N GABLE      APPROX. 2.8 KM 0332027.8 |
 AG2046| CW6891 ANNA MARIA KEY SE BASE 2 RM          20.010 METERS 33743     |
 AG2046| AG2455 ANNA MARIA KEY NW BASE              APPROX. 2.9 KM 3374320.4 |
 AG2046|---------------------------------------------------------------------|
 AG2046
 AG2046                          SUPERSEDED SURVEY CONTROL
 AG2046
 AG2046  NAD 83(1986)-  27 28 34.21457(N)    082 42 10.55690(W) AD(       ) 3
 AG2046  NAD 27      -  27 28 33.06621(N)    082 42 11.19872(W) AD(       ) 3
 AG2046
 AG2046.Superseded values are not recommended for survey control.
 AG2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2046.See file dsdata.txt to determine how the superseded data were derived.
 AG2046
 AG2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3174740331(NAD 83)
 AG2046_MARKER: X = CHISELED CROSS
 AG2046_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AG2046_SP_SET: OBJECT IMBEDDED IN GROUND
 AG2046
 AG2046  HISTORY     - Date     Condition        Report By
 AG2046  HISTORY     - 1908     MONUMENTED       CGS
 AG2046  HISTORY     - 1934     GOOD             CGS
 AG2046  HISTORY     - 1941     GOOD             CGS
 AG2046  HISTORY     - 1941     GOOD             CGS
 AG2046  HISTORY     - 1953     MARK NOT FOUND   CGS
 AG2046  HISTORY     - 1966     MARK NOT FOUND   CGS
 AG2046
 AG2046                          STATION DESCRIPTION
 AG2046
 AG2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WBF)
 AG2046'ONE OF THE REFERENCE MARKS OF ANNA MARIA KEY SOUTHEAST BASE
 AG2046'WAS RECOVERED, AND THIS NEW STATION WAS ESTABLISHED AS NEAR THE
 AG2046'LOCATION OF THE OLD STATION AS POSSIBLE, PROBABLY WITHIN A
 AG2046'TENTH OF A METER.  THE STATION IS ON THE GULF SIDE OF ANNA
 AG2046'MARIA KEY, ABOUT THE CENTER OF THE KEY IN N-S DIRECTION, AND
 AG2046'ABOUT 75 METERS BACK FROM THE SHORE LINE.  IT IS ABOUT 400
 AG2046'METERS W OF THE HOUSE OF MR. A.G. BRUNSMAN IN LOT 1, SEC. 4, T.
 AG2046'35, R. 16 E.  THE STATION IS MARKED BY A CROSS IN THE TOP OF A
 AG2046'GRANITE MONUMENT SURROUNDED BY A MASS OF CONCRETE AND
 AG2046'UNDERGROUND BY A SPIKE IN THE TOP OF A 4-INCH DRAIN TILE
 AG2046'FILLED WITH CONCRETE.
 AG2046'
 AG2046'THE REFERENCE MARK, A SPIKE IN THE TOP OF A 4-INCH TILE FILLED
 AG2046'AND SURROUNDED WITH CONCRETE, IS 20.010 METERS FROM THE
 AG2046'STATION N 22 DEG 17 MIN W.
 AG2046
 AG2046                          STATION RECOVERY (1934)
 AG2046
 AG2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 AG2046'THIS STATION IS ABOUT 1.5 MILES NW OF CORTEZ AND 1.5 MILES N OF THE
 AG2046'S END OF ANNA MARIA KEY.  THE MARK IS ON THE W SIDE OF THE KEY, 75
 AG2046'FEET E OF THE GRASS LINE AT THE BEACH, 185 FEET W OF THE KEY ROAD,
 AG2046'AND 400 FEET S OF A JOG IN THE KEY ROAD.  IT IS MARKED BY A CROSS
 AG2046'IN THE TOP OF A 4-INCH SQUARE GRANITE POST SURROUNDED BY A MASS
 AG2046'OF CONCRETE.  THE CONCRETE IS FLUSH AND THE GRANITE POST
 AG2046'PROJECTS 6 INCHES.  THE UNDERGROUND IS A SPIKE SET IN CONCRETE
 AG2046'IN THE CENTER OF A 4-INCH TILE.  THE MARK IS IN GOOD
 AG2046'CONDITION.
 AG2046'
 AG2046'THE OLD REFERENCE MARK WAS FOUND LYING ON THE SURFACE OF THE
 AG2046'GROUND TO THE N OF THE STATION.
 AG2046'
 AG2046'THE STATION WAS NOT OCCUPIED, BUT A TRAVERSE TIE WAS MADE TO
 AG2046'STATION MARIA 1934.  IT IS 559.85 FEET (170.644 METERS) TO THE N.
 AG2046'
 AG2046'TO REACH FROM CORTEZ CROSS THE BRIDGE 0.6 MILE TO THE KEY ROAD
 AG2046'AND THEN GO N ON THE KEY ROAD 0.9 MILE TO THE STATION JUST
 AG2046'BEFORE REACHING THE JOG IN THE ROAD.
 AG2046
 AG2046                          STATION RECOVERY (1941)
 AG2046
 AG2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC)
 AG2046'LOCATED ABOUT 0.8 MILE N ALONG HIGHWAY 18A FROM THE POST
 AG2046'OFFICE AT BRADENTON BEACH, 184 FEET W OF THE CENTER LINE OF
 AG2046'THE HIGHWAY, 12 FEET E OF GRASS LINE, 46 FEET S OF AN E-W ROW
 AG2046'OF AUSTRALIAN PINES, AND 50 FEET N OF THE CENTER OF A CLUMP OF
 AG2046'SEA-GRAPE.
 AG2046'
 AG2046'STATION MARK IS A CROSS IN THE TOP OF A 4-INCH SQUARE GRANITE
 AG2046'POST EXTENDING 6 INCHES ABOVE A MASS OF CONCRETE WHICH IS
 AG2046'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS A SPIKE SET IN
 AG2046'CONCRETE IN THE CENTER OF A 4-INCH TERRA COTTA PIPE.*
 AG2046'
 AG2046'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED ANNA
 AG2046'MARIA KEY S.E. BASE 2 1908 NO 2 1941, SET IN THE TOP OF A
 AG2046'7-INCH ROUND CONCRETE MONUMENT WHICH EXTENDS 2 INCHES ABOVE
 AG2046'THE GROUND.  IT IS 50.20 FEET N 13 DEG E MAG FROM THE
 AG2046'STATION, IN A ROW OF AUSTRALIAN PINE TREES.
 AG2046'
 AG2046'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK, STAMPED ANNA
 AG2046'MARIA KEY S.E. BASE 2, 1908 NO. 3, 1941, SET IN THE TOP OF A
 AG2046'7-INCH ROUND CONCRETE MONUMENT WHICH EXTENDS 2 INCHES ABOVE
 AG2046'THE GROUND.  IT IS 57.79 FEET S 87 DEG E MAG FROM THE
 AG2046'STATION AND ABOUT 8 FEET S OF A COTTAGE SET UP ON PILING.  IT
 AG2046'IS 69.58 FEET FROM R.M. 2 TO R.M. 3.
 AG2046'
 AG2046'A TRAVERSE TIE WAS MADE TO MARIA 1934 BY G.L. ANDERSON.  IT IS
 AG2046'559.85 FEET 170.644 METERS TO THE N.*
 AG2046'
 AG2046'TO REACH THE STATION, GO ABOUT 0.8 MILE N ON HIGHWAY 18A FROM
 AG2046'THE POST OFFICE AT BRADENTON BEACH, JUST BEFORE REACHING THE
 AG2046'FIRST JOG IN THE ROAD.
 AG2046'
 AG2046'*TAKEN FROM THE 1934 DESCRIPTION BY G.L. ANDERSON, NOT CHECKED
 AG2046'IN THE FIELD.
 AG2046
 AG2046                          STATION RECOVERY (1941)
 AG2046
 AG2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC)
 AG2046'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE 1934
 AG2046'DESCRIPTION BY G.L. ANDERSON.
 AG2046'
 AG2046'1.  12 FEET E OF GRASS LINE ON THE BEACH, INSTEAD OF 75 FEET.
 AG2046'
 AG2046'2.  OLD REFERENCE MARK HAS BEEN DESTROYED.
 AG2046'
 AG2046'3.  THE STATION SURFACE MARK IS IN DANGER OF BEING WASHED OUT
 AG2046'IN FUTURE STORMS.
 AG2046'
 AG2046'4.  TWO REFERENCE MARKS WERE ESTABLISHED IN 1941.
 AG2046
 AG2046                          STATION RECOVERY (1953)
 AG2046
 AG2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JEW)
 AG2046'STATION SURFACE MARK NOT FOUND AND BELIEVED TO HAVE BEEN
 AG2046'WASHED OUT BY STORM TIDES.  UNDERGROUND MARK RECOVERED IN GOOD
 AG2046'CONDITION.  REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AG2046'REFERENCE MARK 3 FOUND LEANING AS THOUGH STRUCK BY A BULLDOZER
 AG2046'OR OTHER HEAVY MACHINERY, BUT APPARENTLY UNDISTRUBEED
 AG2046'OTHERWISE.  IT IS COVERED BY 6 INCHES OF DIRT.
 AG2046'
 AG2046'TO 1941 RECOVERY NOTE OF K.G.C. IS ADEQUATE FOR RECOVERY
 AG2046'WITH THE FOLLOWING ADDITIONS AND CORRECTIONS--
 AG2046'
 AG2046'1.  THE GRASS LINE NO LONGER EXISTS.
 AG2046'
 AG2046'2.  THE SEAGRAPE BUSH NO LONGER EXISTS.
 AG2046'
 AG2046'3.  SURFACE MARK LOST.  (NO REMARKED)
 AG2046'
 AG2046'4.  UNDERGROUND MARK 1 FOOT N OF 16-INCH CONCRETE SEAWALL, 9
 AG2046'FEET W OF E END OF SEAWALL, 14.8 METERS (48.6 FEET) E OF MHWL AND
 AG2046'WOODEN SEAWALL IN RUINS, COVERED BY 18 INCHES OF SAND.
 AG2046'
 AG2046'5.  HIGHWAY 18A IS NOW HIGHWAY 684.
 AG2046
 AG2046                          STATION RECOVERY (1966)
 AG2046
 AG2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 AG2046'THIS STATION WAS SEARCHED FOR AND NOT RECOVERED, BELIEVED TO
 AG2046'HAVE BEEN DESTROYED.
 AG2046'
 AG2046'REFERENCE MARK 2 FOUND IN GOOD CONDITION, R. M. 2 IS LOCATED
 AG2046'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 789 FROM THE JUNCTION
 AG2046'OF STATE HIGHWAY 864 AT BRADENTON BEACH, NEAR THE SOUTH END OF
 AG2046'A S CURVE IN THE HIGHWAY, 164.0 FEET WEST OF THE CENTER LINE
 AG2046'OF THE HIGHWAY, IN LINE WITH A ROW OF TREE STUMPS, 14.0 FEET
 AG2046'SOUTHEAST OF THE SOUTHEAST CORNER OF A COTTAGE, 92 FEET EAST
 AG2046'OF THE EAST EDGE OF A SEA WALL, 16 FEET EAST OF THE WEST ONE
 AG2046'OF THE TREE STUMPS, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 AG2046'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  STAMPED ANNA
 AG2046'MARIE KEY S.E. BASE 2 NO. 2 1908 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1984 ***********************************************************************
 AG1984  DESIGNATION -  ANNA MARIA KEY SEB 2 RM 2
 AG1984  PID         -  AG1984
 AG1984  STATE/COUNTY-  FL/MANATEE
 AG1984  USGS QUAD   -  BRADENTON BEACH (1987)
 AG1984
 AG1984                         *CURRENT SURVEY CONTROL
 AG1984  ___________________________________________________________________
 AG1984* NAD 83(1986)-  27 28 35.     (N)    082 42 08.     (W)     SCALED    
 AG1984* NAVD 88     -         1.704  (meters)       5.59   (feet)  ADJUSTED  
 AG1984  ___________________________________________________________________
 AG1984  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AG1984  DYNAMIC HT  -           1.702 (meters)       5.58  (feet)  COMP
 AG1984  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 AG1984
 AG1984  VERT ORDER  -  FIRST     CLASS I
 AG1984
 AG1984.The horizontal coordinates were scaled from a topographic map and have
 AG1984.an estimated accuracy of +/- 6 seconds.
 AG1984
 AG1984.The orthometric height was determined by differential leveling
 AG1984.and adjusted by the National Geodetic Survey in June 1991..
 AG1984
 AG1984.The geoid height was determined by GEOID03.
 AG1984
 AG1984.The dynamic height is computed by dividing the NAVD 88
 AG1984.geopotential number by the normal gravity value computed on the
 AG1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1984.degrees latitude (g = 980.6199 gals.).
 AG1984
 AG1984.The modeled gravity was interpolated from observed gravity values.
 AG1984
 AG1984;                    North         East    Units  Estimated Accuracy
 AG1984;SPC FL W     -   348,390.      130,600.      MT  (+/- 180 meters Scaled)
 AG1984
 AG1984                          SUPERSEDED SURVEY CONTROL
 AG1984
 AG1984  NGVD 29 (??/??/92)    2.00   (m)            6.6    (f) COMPUTED    1 1
 AG1984
 AG1984.Superseded values are not recommended for survey control.
 AG1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1984.See file dsdata.txt to determine how the superseded data were derived.
 AG1984
 AG1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318403(NAD 83)
 AG1984_MARKER: DR = REFERENCE MARK DISK
 AG1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1984_STAMPING: ANNA MARIA KEY SE BASE 2 NO 2 1908 1941
 AG1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1984+STABILITY: SURFACE MOTION
 AG1984
 AG1984  HISTORY     - Date     Condition        Report By
 AG1984  HISTORY     - 1941     MONUMENTED       CGS
 AG1984  HISTORY     - 1966     GOOD             NGS
 AG1984  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1984
 AG1984                          STATION DESCRIPTION
 AG1984
 AG1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1984'AT BRADENTON BEACH.
 AG1984'AT BRADENTON BEACH, 0.6 MILES NORTH ALONG STATE HIGHWAY 789
 AG1984'(GULF DRIVE) FROM THE JUNCTION OF STATE HIGHWAY 864, NEAR THE
 AG1984'SOUTH END OF A S CURVE IN THE HIGHWAY, 164 FEET WEST OF THE
 AG1984'CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF TREE STUMPS,
 AG1984'14.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A COTTAGE, 92.0
 AG1984'FEET EAST OF THE EAST EDGE OF A SEA WALL, 16 FEET EAST OF THE
 AG1984'WEST ONE OF THE ROW OF STUMPS, ABOUT LEVEL WITH THE HIGHWAY AND
 AG1984'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AG1984
 AG1984                          STATION RECOVERY (1989)
 AG1984
 AG1984'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAS)
 AG1984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2460 ***********************************************************************
 BD2460  DESIGNATION -  ANNEE
 BD2460  PID         -  BD2460
 BD2460  STATE/COUNTY-  FL/MADISON
 BD2460  USGS QUAD   -  ELLAVILLE (1993)
 BD2460
 BD2460                         *CURRENT SURVEY CONTROL
 BD2460  ___________________________________________________________________
 BD2460* NAD 83(1990)-  30 24 09.04896(N)    083 13 18.43538(W)     ADJUSTED  
 BD2460* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 BD2460  ___________________________________________________________________
 BD2460  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BD2460  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BD2460
 BD2460  HORZ ORDER  -  FIRST
 BD2460
 BD2460.The horizontal coordinates were established by classical geodetic methods
 BD2460.and adjusted by the National Geodetic Survey in May 1991..
 BD2460
 BD2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2460
 BD2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2460
 BD2460.The geoid height was determined by GEOID03.
 BD2460
 BD2460;                    North         East     Units Scale Factor Converg.
 BD2460;SPC FL N     -   156,154.467   722,821.334   MT  0.99995683   +0 38 32.4
 BD2460;SPC FL N     -   512,316.78  2,371,456.33   sFT  0.99995683   +0 38 32.4
 BD2460;UTM  17      - 3,365,483.468   286,557.495   MT  1.00016206   -1 07 29.3
 BD2460
 BD2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2460!SPC FL N     -   1.00000052  x   0.99995683  =   0.99995735
 BD2460!UTM  17      -   1.00000052  x   1.00016206  =   1.00016258
 BD2460
 BD2460|---------------------------------------------------------------------|
 BD2460| PID    Reference Object                     Distance      Geod. Az  |
 BD2460|                                                           dddmmss.s |
 BD2460| BD2461 ANNEE RM A                           31.977 METERS 02155     |
 BD2460| CW3275 ANNEE RM 1                           29.837 METERS 12105     |
 BD2460| AH2393 ANNEE AZ MK                         APPROX. 0.6 KM 2745224.8 |
 BD2460| CW3276 ANNEE RM 2                           23.902 METERS 31029     |
 BD2460|---------------------------------------------------------------------|
 BD2460
 BD2460                          SUPERSEDED SURVEY CONTROL
 BD2460
 BD2460  NAD 83(1986)-  30 24 09.05927(N)    083 13 18.43984(W) AD(       ) 1
 BD2460  NAD 27      -  30 24 08.28280(N)    083 13 18.93459(W) AD(       ) 1
 BD2460  NGVD 29 (07/19/86)   25.0    (m)           82.     (f) VERT ANG       
 BD2460
 BD2460.Superseded values are not recommended for survey control.
 BD2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2460.See file dsdata.txt to determine how the superseded data were derived.
 BD2460
 BD2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP8655765483(NAD 83)
 BD2460_MARKER: DS = TRIANGULATION STATION DISK
 BD2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2460_SP_SET: CONCRETE POST
 BD2460_STAMPING: ANNEE 1963
 BD2460_MARK LOGO: CGS   
 BD2460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BD2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2460+STABILITY: SURFACE MOTION
 BD2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2460+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 BD2460
 BD2460  HISTORY     - Date     Condition        Report By
 BD2460  HISTORY     - 1964     MONUMENTED       CGS
 BD2460  HISTORY     - 1964     GOOD             CGS
 BD2460  HISTORY     - 1971     SEE DESCRIPTION  NGS
 BD2460  HISTORY     - 1971     GOOD             NGS
 BD2460  HISTORY     - 19921109 GOOD             FLDT
 BD2460
 BD2460                          STATION DESCRIPTION
 BD2460
 BD2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CKT)
 BD2460'STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF MADISON, ABOUT 16
 BD2460'MILES NORTHWEST OF LIVE OAK, ABOUT 3-1/2 MILES NORTHWEST TO THE
 BD2460'BRIDGE OVER SUWANNEE RIVER IN ELLAVILLE, 1 MILE NORTHWEST OF THE
 BD2460'RAILROAD OVERPASS AND 4.75 MILE EAST-SOUTHEAST OF LEE.  STATION
 BD2460'IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH
 BD2460'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 BD2460'THE GROUND.  THE DISK IS STAMPED ANNEE 1963.  IT IS 115 FEET
 BD2460'NORTHEAST OF TELEPHONE POLE NO. 600, 99 FEET NORTH OF THE
 BD2460'CENTERLINE OF U.S. HIGHWAY 90, 91 FEET NORTHWEST OF TELEPHONE
 BD2460'POLE NO. 599 AND 2.6 FEET EAST OF METAL WITNESS POST WITH SIGN.
 BD2460'
 BD2460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BD2460'STATE ROUTE 255 NEAR THE CENTER OF THE CITY OF LEE, GO EASTERLY
 BD2460'ON U.S. HIGHWAY 90 FOR 4.2 MILES TO THE ENTRANCE OF THE ST. REGIS
 BD2460'PAPER COMPANY TREE FARM NURSERY ON THE LEFT, CONTINUE EAST ON
 BD2460'U.S. HIGHWAY 90 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BD2460'LEFT.  CONTINUE EAST ON U.S. HIGHWAY 90 FOR 0.4 MILE TO THE
 BD2460'STATION ON THE LEFT AS DESCRIBED.
 BD2460'
 BD2460'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 BD2460'90, 32 FEET SOUTHEAST OF THE CENTER OF CULVERT ABUTMENT, 2-1/2
 BD2460'FEET EAST OF A 5 INCH PINE TREE, 2 FEET NORTHWEST OF A 5 INCH PINE
 BD2460'TREE AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.  IT IS
 BD2460'MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH
 BD2460'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 BD2460'GROUND.  THE DISK IS STAMPED ANNEE 1963.
 BD2460'
 BD2460'A SMALL AMOUNT OF CLEARING AND A STAND WILL BE NECESSARY TO
 BD2460'MAKE AZIMUTH MARK VISIBLE FROM THE GROUND.
 BD2460'
 BD2460'REFERENCE MARK NO. 1 IS 118 FEET WEST-NORTHWEST OF TELEPHONE
 BD2460'POLE NO. 598, 63 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 90 AND
 BD2460'49 FEET NORTHEAST OF TELEPHONE POLE NO. 599.  IT IS MARKED BY A
 BD2460'STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE
 BD2460'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 BD2460'IS STAMPED ANNEE NO. 1 1963.
 BD2460'
 BD2460'REFERENCE MARK NO. 2 IS 126 FEET NORTH OF THE CENTERLINE OF
 BD2460'U.S. HIGHWAY 90 AND 115 FEET NORTH-NORTHEAST OF TELEPHONE POLE
 BD2460'NO. 600.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF
 BD2460'A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 BD2460'SURFACE OF THE GROUND.  THE DISK IS STAMPED ANNEE NO. 2 1963.
 BD2460'
 BD2460'HEIGHT OF LIGHT ABOVE STATION MARK 30.21 METERS.
 BD2460
 BD2460                          STATION RECOVERY (1964)
 BD2460
 BD2460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BD2460'RECOVERED IN GOOD CONDITION.
 BD2460
 BD2460                          STATION RECOVERY (1971)
 BD2460
 BD2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BD2460'STATION UNDERGROUND MARK, REFERENCE MARK NO. 1, REFERENCE MARK
 BD2460'NO. 2, R.M. A AND AZIMUTH MARK WERE RECOVERED IN GOOD
 BD2460'CONDITION.  STATION SURFACE MARK FOUND DESTROYED.  A NEW SURFACE
 BD2460'MARK WAS SET.
 BD2460'
 BD2460'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND
 BD2460'A DIFFERENCE OF 4 MINUTES WAS FOUND IN THE DIRECTION TO R.M. A,
 BD2460'ALSO A DIFFERENCE OF 0.14 FEET FOUND IN THE DISTANCE TO REFERENCE
 BD2460'MARK NO. 2.
 BD2460'
 BD2460'A NEW DESCRIPTION FOLLOWS--
 BD2460'
 BD2460'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 90, ABOUT
 BD2460'17 MILES SOUTHEAST OF MADISON, ABOUT 4-1/2 MILES SOUTHEAST OF LEE,
 BD2460'IN SEC. 16 T. 1S, R. 11E, ON LAND OWNED BY THE ST. REGIS PAPER
 BD2460'COMPANY AND WHICH IS PLANTED TO SMALL PINE TREES.
 BD2460'
 BD2460'STATION, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 BD2460'AND STAMPED ANNEE 1963 1971, IS 115 FEET NORTHEAST OF POWER POLE
 BD2460'NO. 600, 101 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 90, 91
 BD2460'FEET NORTHWEST OF POWER POLE NO. 599 AND 2 FEET NORTHWEST OF A
 BD2460'WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 BD2460'
 BD2460'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF LEE, GO NORTH ON
 BD2460'HIGHWAY S 255 FOR 0.05 MILE TO JUNCTION OF U.S. HIGHWAY
 BD2460'90.  TURN RIGHT AND GO SOUTHEASTERLY ON U.S. 90 FOR 4.3 MILES TO
 BD2460'ENTRANCE TO ST. REGIS TREE FARM NURSERY ON LEFT.  CONTINUE
 BD2460'SOUTHEASTERLY ON U.S. 90 FOR 0.15 MILE TO AZIMUTH MARK ON RIGHT
 BD2460'(SOUTH) SIDE OF HIGHWAY.  CONTINUE SOUTHEASTERLY ON U.S. 90 FOR
 BD2460'0.4 MILE TO STATION ON LEFT AND IN A GROVE OF SMALL PINE TREES
 BD2460'AS DESCRIBED.
 BD2460'
 BD2460'REFERENCE MARK NO. 1, A STANDARD SET IN THE TOP OF A SQUARE
 BD2460'CONCRETE POST AND STAMPED ANNEE NO 1 1963, IS 116 FEET
 BD2460'WEST-NORTHWEST OF POWER POLE NO. 598, 63-1/2 FEET NORTH OF THE
 BD2460'CENTERLINE OF U.S. HIGHWAY 90, 48-1/2 FEET NORTHEAST OF POWER
 BD2460'POLE NO. 599 AND 8 FEET SOUTH OF THE SOUTH EDGE OF PINE GROVE.
 BD2460'THE MARK IS FLUSH WITH THE GROUND.
 BD2460'
 BD2460'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A SQUARE
 BD2460'CONCRETE POST AND STAMPED ANNEE NO 2 1963, 142 FEET NORTHEAST OF
 BD2460'THE CENTERLINE OF U.S. 90, 114 FEET NORTHEAST OF POWER POLE 600
 BD2460'AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS 2
 BD2460'INCHES.
 BD2460'
 BD2460'R.M. A, A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF
 BD2460'A SQUARE CONCRETE POST AND STAMPED ANNEE RM A 1963, IS 206 FEET
 BD2460'NORTH OF THE CENTERLINE OF U.S. 90 AND 2 FEET SOUTH-SOUTHWEST OF
 BD2460'A WITNESS POST.  THE MARK PROJECTS 2 INCHES.
 BD2460'
 BD2460'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 BD2460'POST AND STAMPED ANNEE 1963, IS 39 FEET SOUTH OF THE CENTERLINE
 BD2460'OF U.S. 90, 29-1/2 FEET SOUTHEAST OF THE SOUTH EAST CORNER OF THE
 BD2460'SOUTH HEADWALL OF A CONCRETE CULVERT, 2 FEET EAST OF A SMALL PINE
 BD2460'TREE AND 2 FEET NORTH OF A WITNESS POST.  THE MARK IS FLUSH WITH
 BD2460'THE GROUND.
 BD2460'
 BD2460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BD2460'ABOUT 4-1/2 MILES EAST OF LEE.
 BD2460
 BD2460                          STATION RECOVERY (1971)
 BD2460
 BD2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CAA)
 BD2460'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, ANNEE RM A
 BD2460'1963, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 BD2460'DIRECTIONS TO THE REFERENCE MARKS AND RM A CHECKED THE 1971
 BD2460'DIRECTIONS BY L.F. SMITH.  THE DIRECTION TO THE AZIMUTH MARK WAS
 BD2460'12.9 SECONDS LARGER THAN THE 1963 DIRECTION.  DIFFERENCES OF
 BD2460'0.032 METER SHORTER TO REFERENCE MARK 1, 0.035 METER LONGER TO
 BD2460'REFERENCE MARK 2, AND 0.008 METER LONGER TO RM A WERE NOTED
 BD2460'WHEN COMPARED TO THE 1971 MEASUREMENTS.  DUE TO THE ABOVE
 BD2460'CHANGES, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 BD2460'
 BD2460'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 90, ABOUT
 BD2460'17 MILES SOUTHEAST OF MADISON, ABOUT 4-1/2 MILES SOUTHEAST OF
 BD2460'LEE, IN SEC. 16 T. 1S, R. 11E, ON LAND OWNED BY THE ST. REGIS
 BD2460'PAPER COMPANY AND WHICH IS PLANTED TO SMALL PINE TREES.  FOREST
 BD2460'MANAGER, MR. GERALD BLAND, CAN BE CONTACTED AT HIS OFFICE WHICH
 BD2460'IS ABOUT 0.3 MILE WEST OF THE STATION ON THE NORTH SIDE OF
 BD2460'HIGHWAY 90.
 BD2460'
 BD2460'TO REACH THE STATION FROM THE POST OFFICE IN LEE, GO NORTH ON
 BD2460'STATE ROAD S-255 FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 BD2460'90.  TURN RIGHT AND GO EAST ON HIGHWAY 90 FOR 4.25 MILES TO
 BD2460'ST. REGIS LEE NURSERY HEADQUARTERS ON THE LEFT.  CONTINUE EASTERLY
 BD2460'ON HIGHWAY 90 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BD2460'RIGHT.  CONTINUE EAST ON HIGHWAY 90 FOR 0.40 MILE TO THE STATION
 BD2460'ON THE LEFT.
 BD2460'
 BD2460'THE STATION MARK IS A STANDARD DISK, STAMPED ANNEE 1963 1971, SET
 BD2460'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BD2460'3 INCHES.  IT IS 2.7 FEET WEST OF A METAL WITNESS POST, 92 FEET
 BD2460'NORTHWEST OF A TELEPHONE POLE NUMBERED 599, 101 FEET NORTH OF
 BD2460'THE CENTERLINE OF U.S. HIGHWAY 90, AND 116 FEET NORTHEAST OF A
 BD2460'TELEPHONE POLE NUMBERED 600.
 BD2460'
 BD2460'ANNEE RM A IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BD2460'ANNEE RM A 1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BD2460'MONUMENT THAT PROJECTS 1 INCH.  IT IS 2.7 FEET SOUTHWEST OF A
 BD2460'METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 BD2460'STATION.
 BD2460'
 BD2460'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANNEE NO 1 1963, SET
 BD2460'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 BD2460'WITH THE GROUND SURFACE.  IT IS 49 FEET NORTH OF TELEPHONE POLE
 BD2460'NUMBER 599, 64 FEET NORTH OF THE CENTERLINE OF HIGHWAY 90, 95
 BD2460'FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT THE SAME
 BD2460'ELEVATION AS THE STATION.
 BD2460'
 BD2460'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANNEE RM 2 1963,
 BD2460'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BD2460'1 INCH.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 143 FEET
 BD2460'NORTH OF THE CENTERLINE OF HIGHWAY 90, AND ABOUT THE SAME
 BD2460'ELEVATION AS THE STATION.
 BD2460'
 BD2460'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANNEE 1963, SET IN
 BD2460'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BD2460'THE GROUND SURFACE.  IT IS 2.3 FEET NORTH OF A METAL WITNESS
 BD2460'POST, 2.8 FEET EAST OF A 6-INCH PINE TREE, 28.5 FEET SOUTHEAST
 BD2460'OF THE SOUTHEAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 BD2460'AND 37.7 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 90.
 BD2460'
 BD2460'RM 1 TO RM 2 OBSTRUCTED.
 BD2460'
 BD2460'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BD2460'
 BD2460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BD2460'4-1/2 MILES SOUTHEAST OF LEE.
 BD2460
 BD2460                          STATION RECOVERY (1992)
 BD2460
 BD2460'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH2393 ***********************************************************************
 AH2393  DESIGNATION -  ANNEE AZ MK
 AH2393  PID         -  AH2393
 AH2393  STATE/COUNTY-  FL/MADISON
 AH2393  USGS QUAD   -  ELLAVILLE (1993)
 AH2393
 AH2393                         *CURRENT SURVEY CONTROL
 AH2393  ___________________________________________________________________
 AH2393* NAD 83(1999)-  30 24 10.79025(N)    083 13 41.86822(W)     ADJUSTED  
 AH2393* NAVD 88     -        24.2    (meters)      79.     (feet)  GPS OBS   
 AH2393  ___________________________________________________________________
 AH2393  X           -     649,206.116 (meters)                     COMP
 AH2393  Y           -  -5,467,371.027 (meters)                     COMP
 AH2393  Z           -   3,208,982.235 (meters)                     COMP
 AH2393  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AH2393  ELLIP HEIGHT-          -3.89  (meters)          (05/31/01) GPS OBS
 AH2393  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AH2393
 AH2393  HORZ ORDER  -  FIRST
 AH2393  ELLP ORDER  -  FOURTH    CLASS I
 AH2393
 AH2393.The horizontal coordinates were established by GPS observations
 AH2393.and adjusted by the National Geodetic Survey in May 2001..
 AH2393
 AH2393.The orthometric height was determined by GPS observations and a
 AH2393.high-resolution geoid model.
 AH2393
 AH2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2393
 AH2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2393
 AH2393.The ellipsoidal height was determined by GPS observations
 AH2393.and is referenced to NAD 83.
 AH2393
 AH2393.The geoid height was determined by GEOID03.
 AH2393
 AH2393;                    North         East     Units Scale Factor Converg.
 AH2393;SPC FL N     -   156,201.089   722,195.311   MT  0.99995686   +0 38 20.6
 AH2393;SPC FL N     -   512,469.74  2,369,402.45   sFT  0.99995686   +0 38 20.6
 AH2393;UTM  17      - 3,365,549.386   285,933.078   MT  1.00016536   -1 07 41.2
 AH2393
 AH2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2393!SPC FL N     -   1.00000061  x   0.99995686  =   0.99995747
 AH2393!UTM  17      -   1.00000061  x   1.00016536  =   1.00016597
 AH2393
 AH2393                          SUPERSEDED SURVEY CONTROL
 AH2393
 AH2393  NAD 83(1990)-  30 24 10.78944(N)    083 13 41.86799(W) AD(       ) 1
 AH2393  ELLIP H (10/02/98)   -3.85   (m)                       GP(       ) 3 1
 AH2393
 AH2393.Superseded values are not recommended for survey control.
 AH2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2393.See file dsdata.txt to determine how the superseded data were derived.
 AH2393
 AH2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP8593365549(NAD 83)
 AH2393_MARKER: DZ = AZIMUTH MARK DISK
 AH2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2393_STAMPING: ANNEE 1963
 AH2393_MARK LOGO: CGS   
 AH2393_PROJECTION: FLUSH
 AH2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2393+STABILITY: SURFACE MOTION
 AH2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2393+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AH2393
 AH2393  HISTORY     - Date     Condition        Report By
 AH2393  HISTORY     - 1963     MONUMENTED       CGS
 AH2393
 AH2393                          STATION DESCRIPTION
 AH2393
 AH2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AH2393'THE STATION IS 6 MI (9.7 KM) SOUTH OF BLUE SPRINGS, 4 MI (6.4 KM)
 AH2393'EAST-SOUTHEAST OF LEE AND 3.5 MI (5.6 KM) NORTHWEST OF ELLAVILLE.--
 AH2393'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 90 AND STATE ROAD
 AH2393'255 NEAR THE CENTER OF THE CITY OF LEE, PROCEED EASTERLY ON US HIGHWAY
 AH2393'90 FOR 4.2 MI (6.8 KM) TO THE ENTRANCE OF A TREE FARM NURSERY ON THE
 AH2393'LEFT.  CONTINUE EAST ON US HIGHWAY 90 FOR 0.15 MI (0.24 KM) TO THE
 AH2393'STATION ON THE LEFT.  THE AZIMUTH MARK IS A STANDARD DISC, STAMPED
 AH2393'ANNEE 1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AH2393'IS FLUSH WITH THE GROUND SURFACE.  THE STATION IS 37.4 FT (11.4 M)
 AH2393'SOUTH OF THE CENTERLINE OF US HIGHWAY 90 AND 2.3 FT (0.7 M) NORTH OF A
 AH2393'METAL WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN
 AH2393'THE EDGE OF PAVEMENT OF US HIGHWAY 90, NORTH 81 DEGREES EAST AT 62.06
 AH2393'FT (18.92 M) ,--  NAIL AND DISC (LB4514) , SET IN A 8-INCH PINE TREE,
 AH2393'NORTH 74 DEGREES WEST AT 51.62 FT (15.73 M) ,--  NAIL AND DISC
 AH2393'(LB4514) , SET IN THE EAST END OF A CONCRETE HEADWALL, NORTH 54
 AH2393'DEGREES WEST AT 27.27 FT (8.31 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2461 ***********************************************************************
 BD2461  DESIGNATION -  ANNEE RM A
 BD2461  PID         -  BD2461
 BD2461  STATE/COUNTY-  FL/MADISON
 BD2461  USGS QUAD   -  ELLAVILLE (1993)
 BD2461
 BD2461                         *CURRENT SURVEY CONTROL
 BD2461  ___________________________________________________________________
 BD2461* NAD 83(1990)-  30 24 10.01214(N)    083 13 17.98817(W)     ADJUSTED  
 BD2461* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 BD2461  ___________________________________________________________________
 BD2461  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BD2461  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BD2461
 BD2461  HORZ ORDER  -  FIRST
 BD2461
 BD2461.The horizontal coordinates were established by classical geodetic methods
 BD2461.and adjusted by the National Geodetic Survey in May 1991..
 BD2461
 BD2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2461
 BD2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2461
 BD2461.The geoid height was determined by GEOID03.
 BD2461
 BD2461;                    North         East     Units Scale Factor Converg.
 BD2461;SPC FL N     -   156,184.258   722,832.938   MT  0.99995685   +0 38 32.6
 BD2461;SPC FL N     -   512,414.52  2,371,494.40   sFT  0.99995685   +0 38 32.6
 BD2461;UTM  17      - 3,365,512.893   286,570.014   MT  1.00016200   -1 07 29.1
 BD2461
 BD2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2461!SPC FL N     -   1.00000055  x   0.99995685  =   0.99995740
 BD2461!UTM  17      -   1.00000055  x   1.00016200  =   1.00016255
 BD2461
 BD2461:                Primary Azimuth Mark                     Grid Az
 BD2461:SPC FL N     -  ALLISON                                  083 02 16.5
 BD2461:UTM  17      -  ALLISON                                  084 48 18.2
 BD2461
 BD2461|---------------------------------------------------------------------|
 BD2461| PID    Reference Object                     Distance      Geod. Az  |
 BD2461|                                                           dddmmss.s |
 BD2461| BD2458 ALLISON                             APPROX.12.8 KM 0834049.1 |
 BD2461|---------------------------------------------------------------------|
 BD2461
 BD2461                          SUPERSEDED SURVEY CONTROL
 BD2461
 BD2461  NAD 83(1986)-  30 24 10.02259(N)    083 13 17.99256(W) AD(       ) 1
 BD2461  NAD 27      -  30 24 09.24600(N)    083 13 18.48738(W) AD(       ) 1
 BD2461  NGVD 29 (07/19/86)   24.8    (m)           81.     (f) VERT ANG       
 BD2461
 BD2461.Superseded values are not recommended for survey control.
 BD2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2461.See file dsdata.txt to determine how the superseded data were derived.
 BD2461
 BD2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP8657065513(NAD 83)
 BD2461_MARKER: DS = TRIANGULATION STATION DISK
 BD2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BD2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2461+STABILITY: SURFACE MOTION
 BD2461
 BD2461  HISTORY     - Date     Condition        Report By
 BD2461  HISTORY     - 1964     MONUMENTED       CGS
 BD2461  HISTORY     - 1971     GOOD             NGS
 BD2461
 BD2461                          STATION DESCRIPTION
 BD2461
 BD2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CKT)
 BD2461'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME LOCATION
 BD2461'AS TRIANGULATION STATION ANNEE.
 BD2461'
 BD2461'STATION IS MARKED BY A STANDARD STATION MARK DISK, STAMPED ANNEE
 BD2461'RM A 1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING
 BD2461'ABOUT 3 INCHES.  IT IS 206 FEET NORTH-NORTHEAST OF THE CENTER OF
 BD2461'U.S. HIGHWAY 90 AND 2.7 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BD2461'POST WITH A SIGN ATTACHED.
 BD2461'
 BD2461'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ANNEE,
 BD2461'DISTANCE BEING 31.972 METERS OR 104.89 FEET SOUTH.
 BD2461'
 BD2461'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 BD2461
 BD2461                          STATION RECOVERY (1971)
 BD2461
 BD2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CAA)
 BD2461'THE STATION WAS RECOVERED IN GOOD CONDITION.  AS OBSERVED FROM
 BD2461'STATION ANNEE 1963 1971, LARGE DISCREPANCIES WITH THE 1963
 BD2461'DIRECTION AND DISTANCE WERE NOTED.  A DIFFERENCE OF 04 MINUTES
 BD2461'01 SECOND IN DIRECTION AND A DIFFERENCE OF 0.010 METER LONGER IN
 BD2461'DISTANCE WERE NOTED.  DUE TO THESE CHANGES, A NEW TRAVERSE
 BD2461'CONNECTION WAS MADE AND A NEW DESCRIPTION FOLLOWS.
 BD2461'
 BD2461'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE APPROXIMATE
 BD2461'LOCATION AS STATION ANNEE 1963 1971.
 BD2461'
 BD2461'STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED ANNEE
 BD2461'RM A 1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BD2461'THAT PROJECTS 1 INCH.  IT IS 2.7 FEET SOUTHWEST OF A METAL WITNESS
 BD2461'POST AND ABOUT THE SAME ELEVATION AS STATION ANNEE 1963
 BD2461'1971.
 BD2461'
 BD2461'THE STATION WAS NOT OCCUPIED AT THIS DATE.  A TRAVERSE CONNECTION
 BD2461'WAS MADE TO TRIANGULATION STATION ANNEE, DISTANCE BEING 31.982
 BD2461'METERS OR (104.93 FEET) SOUTH.
 BD2461'
 BD2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BD2461'4-1/2 MILES SOUTHEAST OF LEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0114 ***********************************************************************
 AL0114  DESIGNATION -  ANR 14
 AL0114  PID         -  AL0114
 AL0114  STATE/COUNTY-  FL/PINELLAS
 AL0114  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0114
 AL0114                         *CURRENT SURVEY CONTROL
 AL0114  ___________________________________________________________________
 AL0114* NAD 83(1986)-  28 10 07.     (N)    082 46 53.     (W)     SCALED    
 AL0114* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 AL0114  ___________________________________________________________________
 AL0114  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AL0114  DYNAMIC HT  -           1.515 (meters)       4.97  (feet)  COMP
 AL0114  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 AL0114
 AL0114  VERT ORDER  -  SECOND    CLASS II
 AL0114
 AL0114.The horizontal coordinates were scaled from a topographic map and have
 AL0114.an estimated accuracy of +/- 6 seconds.
 AL0114
 AL0114.The orthometric height was determined by differential leveling
 AL0114.and adjusted by the National Geodetic Survey in June 1991..
 AL0114
 AL0114.The geoid height was determined by GEOID03.
 AL0114
 AL0114.The dynamic height is computed by dividing the NAVD 88
 AL0114.geopotential number by the normal gravity value computed on the
 AL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0114.degrees latitude (g = 980.6199 gals.).
 AL0114
 AL0114.The modeled gravity was interpolated from observed gravity values.
 AL0114
 AL0114;                    North         East    Units  Estimated Accuracy
 AL0114;SPC FL W     -   425,140.      123,260.      MT  (+/- 180 meters Scaled)
 AL0114
 AL0114                          SUPERSEDED SURVEY CONTROL
 AL0114
 AL0114  NGVD 29 (??/??/92)    1.776  (m)            5.83   (f) ADJ UNCH    2 2
 AL0114
 AL0114.Superseded values are not recommended for survey control.
 AL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0114.See file dsdata.txt to determine how the superseded data were derived.
 AL0114
 AL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM251171(NAD 83)
 AL0114_MARKER: DD = SURVEY DISK
 AL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0114_STAMPING: ANR-14 1967
 AL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0114+STABILITY: SURFACE MOTION
 AL0114
 AL0114  HISTORY     - Date     Condition        Report By
 AL0114  HISTORY     - 1967     MONUMENTED       USE
 AL0114  HISTORY     - 1975     GOOD             FLDT
 AL0114  HISTORY     - 1984     GOOD             USPSQD
 AL0114  HISTORY     - 1990     GOOD             USPSQD
 AL0114  HISTORY     - 19940804 GOOD             USPSQD
 AL0114
 AL0114                          STATION DESCRIPTION
 AL0114
 AL0114'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0114'2.5 MI NW FROM TARPON SPRINGS.
 AL0114'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0114'ALTERNATE HIGHWAY 19, RUN SOUTHWESTERLY ON U.S. HIGHWAY
 AL0114'ALTERNATE 19 FOR 0.9 MILE TO ANCLOTE BOULEVARD.  TURN RIGHT
 AL0114'ON ANCLOTE BLVD. AND GO WEST FOR 2.0 MILES TO THE JUNCTION OF
 AL0114'ANCLOTE BLVD. AND C.R. 47 (ANCLOTE RD).  TURN LEFT AND GO SOUTH
 AL0114'ON C.R. 47 (ANCLOTE RD.) FOR 0.2 MILE TO HICKORY POINT TRAILER
 AL0114'PARK.  TURN RIGHT AND GO WEST THROUGH TRAILER PARK FOR 0.2 MILE.
 AL0114'STATION IS 37.5 FEET NORTH OF WOODEN SEAWALL, 23 FEET SOUTH OF
 AL0114'15 IN PINE, 24 FEET NW OF 22 IN OAK, 20 FEET NORTH OF TWIN
 AL0114'15 IN OAK, 4.5 FEET EAST OF 14 INCH PALM.  SET IN TOP OF
 AL0114'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 3,
 AL0114'T 27 S, R 15 E
 AL0114
 AL0114                          STATION RECOVERY (1984)
 AL0114
 AL0114'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0114'RECOVERED IN GOOD CONDITION.
 AL0114
 AL0114                          STATION RECOVERY (1990)
 AL0114
 AL0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0114'RECOVERED IN GOOD CONDITION.
 AL0114
 AL0114                          STATION RECOVERY (1994)
 AL0114
 AL0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5383 ***********************************************************************
 DG5383  DESIGNATION -  ANR 19
 DG5383  PID         -  DG5383
 DG5383  STATE/COUNTY-  FL/PINELLAS
 DG5383  USGS QUAD   -  TARPON SPRINGS (1995)
 DG5383
 DG5383                         *CURRENT SURVEY CONTROL
 DG5383  ___________________________________________________________________
 DG5383* NAD 83(1986)-  28 09 19.     (N)    082 45 29.     (W)     SCALED    
 DG5383* NAVD 88     -         1.153  (meters)       3.78   (feet)  ADJUSTED  
 DG5383  ___________________________________________________________________
 DG5383  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DG5383  DYNAMIC HT  -           1.151 (meters)       3.78  (feet)  COMP
 DG5383  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 DG5383
 DG5383  VERT ORDER  -  SECOND    CLASS I
 DG5383
 DG5383.The horizontal coordinates were scaled from a topographic map and have
 DG5383.an estimated accuracy of +/- 6 seconds.
 DG5383
 DG5383.The orthometric height was determined by differential leveling
 DG5383.and adjusted by the National Geodetic Survey in August 2004..
 DG5383.No vertical observational check was made to the station.
 DG5383
 DG5383.The geoid height was determined by GEOID03.
 DG5383
 DG5383.The dynamic height is computed by dividing the NAVD 88
 DG5383.geopotential number by the normal gravity value computed on the
 DG5383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5383.degrees latitude (g = 980.6199 gals.).
 DG5383
 DG5383.The modeled gravity was interpolated from observed gravity values.
 DG5383
 DG5383;                    North         East    Units  Estimated Accuracy
 DG5383;SPC FL W     -   423,650.      125,550.      MT  (+/- 180 meters Scaled)
 DG5383
 DG5383                          SUPERSEDED SURVEY CONTROL
 DG5383
 DG5383.No superseded survey control is available for this station.
 DG5383
 DG5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM273156(NAD 83)
 DG5383_MARKER: DJ = TIDAL STATION DISK
 DG5383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5383_SP_SET: BULKHEAD
 DG5383_STAMPING: ANR 19 1978 JACKSONVILLE FLA.
 DG5383_MARK LOGO: USE   
 DG5383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5383+STABILITY: SURFACE MOTION
 DG5383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5383+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 DG5383
 DG5383  HISTORY     - Date     Condition        Report By
 DG5383  HISTORY     - 1978     MONUMENTED       USE
 DG5383  HISTORY     - 20020420 GOOD             FLDEP
 DG5383
 DG5383                          STATION DESCRIPTION
 DG5383
 DG5383'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5383'THE MARK IS ABOUT 4.3 MI SOUTH-SOUTHWEST HOLIDAY, 0.8 MI NORTH OF
 DG5383'TARPON SPRINGS, IN  SECTION 12, TOWNSHIP 27 SOUTH, RANGE 15 EAST.
 DG5383' 
 DG5383'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (SOUTH PINELLAS
 DG5383'AVENUE) AND U.S.  ALTERNATE 19 (PINELLAS AVENUE) IN HOLIDAY, GO
 DG5383'SOUTHWESTERLY ON U.S. ALTERNATE HIGHWAY  19 (PINELLAS AVENUE) FOR 2.25
 DG5383'MI TO THE JUNCTION OF DODECANESE BOULEVARD ON THE RIGHT,  TURN RIGHT
 DG5383'ON DODECANESE BOULEVARD AND GO WEST FOR 0.05 MI TO THE TARPON SPRINGS
 DG5383'CITY  MARINA ON THE RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN THE
 DG5383'TOP OF THE WEST  CONCRETE BULKHEAD ABOUT LEVEL WITH THE PARKING LOT.
 DG5383' 
 DG5383'LOCATED 58.8 FT NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE TARPON
 DG5383'SPRINGS CITY  MARINA, 40.5 FT SOUTH OF THE NORTHEAST CORNER OF THE
 DG5383'SEAWALL ON THE WEST SIDE OF THE  MARINA AND 3.5 FT EAST OF THE EAST
 DG5383'CURB OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2484 ***********************************************************************
 AG2484  DESIGNATION -  ANT
 AG2484  PID         -  AG2484
 AG2484  STATE/COUNTY-  FL/PINELLAS
 AG2484  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG2484
 AG2484                         *CURRENT SURVEY CONTROL
 AG2484  ___________________________________________________________________
 AG2484* NAD 83(1990)-  27 37 56.11141(N)    082 40 32.31901(W)     ADJUSTED  
 AG2484* NAVD 88     -                                                        
 AG2484  ___________________________________________________________________
 AG2484  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AG2484  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AG2484
 AG2484  HORZ ORDER  -  THIRD
 AG2484
 AG2484.The horizontal coordinates were established by classical geodetic methods
 AG2484.and adjusted by the National Geodetic Survey in May 1991..
 AG2484
 AG2484
 AG2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2484
 AG2484.The geoid height was determined by GEOID03.
 AG2484
 AG2484;                    North         East     Units Scale Factor Converg.
 AG2484;SPC FL W     -   365,641.313   133,321.166   MT  0.99999604   -0 18 48.1
 AG2484;SPC FL W     - 1,199,608.21    437,404.53   sFT  0.99999604   -0 18 48.1
 AG2484;UTM  17      - 3,057,587.678   334,676.988   MT  0.99993737   -0 46 38.4
 AG2484
 AG2484                          SUPERSEDED SURVEY CONTROL
 AG2484
 AG2484  NAD 83(1986)-  27 37 56.11563(N)    082 40 32.33156(W) AD(       ) 4
 AG2484  NAD 27      -  27 37 54.99913(N)    082 40 32.97528(W) AD(       ) 3
 AG2484
 AG2484.Superseded values are not recommended for survey control.
 AG2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2484.See file dsdata.txt to determine how the superseded data were derived.
 AG2484
 AG2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3467757588(NAD 83)
 AG2484_MARKER: Z = SEE DESCRIPTION
 AG2484_SETTING: 0 = UNSPECIFIED SETTING
 AG2484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG2484
 AG2484  HISTORY     - Date     Condition        Report By
 AG2484  HISTORY     - 1954     MONUMENTED       CGS
 AG2484  HISTORY     - 1957     MARK NOT FOUND   CGS
 AG2484  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 AG2484
 AG2484                          STATION DESCRIPTION
 AG2484
 AG2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (ALW)
 AG2484'NOT RECOVERED.  THE STATION WAS NOT DESCRIBED AND THE FIELD PARTY
 AG2484'HAD NO WAY OF KNOWING HOW THE STATION WAS MARKED.
 AG2484
 AG2484                          STATION RECOVERY (2002)
 AG2484
 AG2484'RECOVERY NOTE BY US POWER SQUADRON 2002 (WJE)
 AG2484'DESTROYED.  SEARCHED WATER AREA 500 FT RADIUS OF COORDINATES (GPS).
 AG2484'THIS MARKER DOES NOT EXIST.  DESCRIPTION NOT VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5954 ***********************************************************************
 AK5954  DESIGNATION -  ANT 1930
 AK5954  PID         -  AK5954
 AK5954  STATE/COUNTY-  FL/BREVARD
 AK5954  USGS QUAD   -  MELBOURNE EAST (1980)
 AK5954
 AK5954                         *CURRENT SURVEY CONTROL
 AK5954  ___________________________________________________________________
 AK5954* NAD 83(1990)-  28 03 35.89955(N)    080 33 10.73835(W)     ADJUSTED  
 AK5954* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AK5954  ___________________________________________________________________
 AK5954  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AK5954  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK5954
 AK5954  HORZ ORDER  -  THIRD
 AK5954
 AK5954.The horizontal coordinates were established by classical geodetic methods
 AK5954.and adjusted by the National Geodetic Survey in May 1991..
 AK5954
 AK5954.The orthometric height was scaled from a topographic map.
 AK5954
 AK5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5954
 AK5954.The geoid height was determined by GEOID03.
 AK5954
 AK5954;                    North         East     Units Scale Factor Converg.
 AK5954;SPC FL E     -   412,935.335   243,942.738   MT  0.99996500   +0 12 37.0
 AK5954;SPC FL E     - 1,354,772.01    800,335.47   sFT  0.99996500   +0 12 37.0
 AK5954;UTM  17      - 3,103,926.424   543,927.744   MT  0.99962382   +0 12 37.0
 AK5954
 AK5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5954!SPC FL E     -   1.00000356  x   0.99996500  =   0.99996856
 AK5954!UTM  17      -   1.00000356  x   0.99962382  =   0.99962738
 AK5954
 AK5954:                Primary Azimuth Mark                     Grid Az
 AK5954:SPC FL E     -  MELBOURNE EAST 1 OF 4 STACKS             278 32 26.2
 AK5954:UTM  17      -  MELBOURNE EAST 1 OF 4 STACKS             278 32 26.2
 AK5954
 AK5954|---------------------------------------------------------------------|
 AK5954| PID    Reference Object                     Distance      Geod. Az  |
 AK5954|                                                           dddmmss.s |
 AK5954| AK5962 MELBOURNE EAST 1 OF 4 STACKS        APPROX. 5.1 KM 2784503.2 |
 AK5954| AK5970 MELBOURNE MUNICIPAL TANK            APPROX. 6.6 KM 2935411.9 |
 AK5954|---------------------------------------------------------------------|
 AK5954
 AK5954                          SUPERSEDED SURVEY CONTROL
 AK5954
 AK5954  NAD 83(1986)-  28 03 35.90528(N)    080 33 10.75277(W) AD(       ) 3
 AK5954  NAD 27      -  28 03 34.84600(N)    080 33 11.56400(W) AD(       ) 3
 AK5954
 AK5954.Superseded values are not recommended for survey control.
 AK5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5954.See file dsdata.txt to determine how the superseded data were derived.
 AK5954
 AK5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4392803926(NAD 83)
 AK5954_MARKER: DS = TRIANGULATION STATION DISK
 AK5954_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AK5954_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AK5954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5954
 AK5954  HISTORY     - Date     Condition        Report By
 AK5954  HISTORY     - 1930     MONUMENTED       CGS
 AK5954  HISTORY     - 1934     MARK NOT FOUND   CGS
 AK5954  HISTORY     - 1948     MARK NOT FOUND   CGS
 AK5954
 AK5954                          STATION DESCRIPTION
 AK5954
 AK5954'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GDC)
 AK5954'STATION IS ON BEACH FRONT 18 FEET BACK FROM BANK OF BLUFF,
 AK5954'ABOUT 3/4 MILE S OF MELBOURNE BEACH, 40 METERS E OF ROAD FROM
 AK5954'MELBOURNE BEACH TO SEBASTIAN INLET.
 AK5954'
 AK5954'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AK5954'CONCRETE IN THE TOP OF A TILE.
 AK5954'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A
 AK5954'STANDARD BRONZE DISK.
 AK5954'
 AK5954'HEIGHT OF SIGNAL ABOVE STATION MARK - 12.2 METERS.
 AK5954
 AK5954                          STATION RECOVERY (1934)
 AK5954
 AK5954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 AK5954'THIS STATION HAS BEEN DESTROYED BY STORMS.  REFERENCE MARK NO. 2
 AK5954'WAS FOUND.  DISTANCE AND DIRECTION FROM STATION INDICATED THAT
 AK5954'THE STATION MARK HAS WASHED OUT.
 AK5954'
 AK5954'POINT SELECTED FOR NEW STATION ANT 2.  SEE RECONNAISSANCE
 AK5954'DESCRIPTION FOR STATION ANT 2 1934.
 AK5954
 AK5954                          STATION RECOVERY (1948)
 AK5954
 AK5954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK5954'A THOROUGH SEARCH WAS MADE BUT THIS STATION AND ITS REFERENCE
 AK5954'MARKS WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7000 ***********************************************************************
 AD7000  DESIGNATION -  ANT 1970
 AD7000  PID         -  AD7000
 AD7000  STATE/COUNTY-  FL/BROWARD
 AD7000  USGS QUAD   -  PORT EVERGLADES (1983)
 AD7000
 AD7000                         *CURRENT SURVEY CONTROL
 AD7000  ___________________________________________________________________
 AD7000* NAD 83(1990)-  26 06 11.77828(N)    080 07 18.07450(W)     ADJUSTED  
 AD7000* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AD7000  ___________________________________________________________________
 AD7000  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AD7000  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AD7000
 AD7000  HORZ ORDER  -  THIRD
 AD7000
 AD7000.The horizontal coordinates were established by classical geodetic methods
 AD7000.and adjusted by the National Geodetic Survey in May 1991..
 AD7000
 AD7000.The orthometric height was scaled from a topographic map.
 AD7000
 AD7000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7000
 AD7000.The geoid height was determined by GEOID03.
 AD7000
 AD7000;                    North         East     Units Scale Factor Converg.
 AD7000;SPC FL E     -   196,351.821   287,854.582   MT  1.00003644   +0 23 11.3
 AD7000;SPC FL E     -   644,197.60    944,402.91   sFT  1.00003644   +0 23 11.3
 AD7000;UTM  17      - 2,887,416.809   587,824.606   MT  0.99969523   +0 23 11.3
 AD7000
 AD7000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7000!SPC FL E     -   1.00000396  x   1.00003644  =   1.00004040
 AD7000!UTM  17      -   1.00000396  x   0.99969523  =   0.99969919
 AD7000
 AD7000|---------------------------------------------------------------------|
 AD7000| PID    Reference Object                     Distance      Geod. Az  |
 AD7000|                                                           dddmmss.s |
 AD7000| AD7001 FT LAUDERDALE HIFIX ANTENNA          40.502 METERS 03934     |
 AD7000| AD7029 WARE                                APPROX. 0.8 KM 1762326.6 |
 AD7000|---------------------------------------------------------------------|
 AD7000
 AD7000                          SUPERSEDED SURVEY CONTROL
 AD7000
 AD7000  NAD 83(1986)-  26 06 11.78180(N)    080 07 18.08013(W) AD(       ) 3
 AD7000  NAD 27      -  26 06 10.46924(N)    080 07 18.91783(W) AD(       ) 3
 AD7000
 AD7000.Superseded values are not recommended for survey control.
 AD7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7000.See file dsdata.txt to determine how the superseded data were derived.
 AD7000
 AD7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8782587417(NAD 83)
 AD7000_MARKER: DS = TRIANGULATION STATION DISK
 AD7000_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AD7000_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AD7000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7000
 AD7000  HISTORY     - Date     Condition        Report By
 AD7000  HISTORY     - 1970     MONUMENTED       NGS
 AD7000  HISTORY     - 19940321 MARK NOT FOUND   USPSQD
 AD7000  HISTORY     - 19971104 MARK NOT FOUND   USPSQD
 AD7000
 AD7000                          STATION DESCRIPTION
 AD7000
 AD7000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH)
 AD7000'NO REFERENCE MARKS ESTABLISHED.
 AD7000'
 AD7000'STATION IS LOCATED AT THE FORT LAUDERDALE MARINA, IN THE SOUTHEAST
 AD7000'PART OF FORT LAUDERDALE AT THE EAST END OF SOUTHEAST 15TH STREET.
 AD7000'
 AD7000'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY
 AD7000'84, GO NORTH ON U.S. HIGHWAY 1 FOR 0.8 MILES TO SOUTHEAST 15TH
 AD7000'STREET, TURN RIGHT AND GO EAST ON SOUTHEAST 15TH STREET FOR 1.0
 AD7000'MILES TO THE NOVA UNIVERSITY HOUSEBOAT ON LEFT AND STATION ON
 AD7000'RIGHT AS DESCRIBED.
 AD7000'
 AD7000'STATION MARK, A STANDARD TRIANGULATION STATION MARK DISK STAMPED
 AD7000'ANT 1970, IS CEMENTED IN THE TOP OF A LENGTH OF 3 INCH SOILPIPE
 AD7000'WHICH IS 5 FEET LONG AND FLUSH WITH THE GROUND SURFACE.  THE MARK
 AD7000'IS 42 FEET SOUTH OF THE CENTER OF SOUTHEAST 15TH STREET, 41.5 FEET
 AD7000'SOUTHWEST OF A POWERLINE POLE, 33 FEET WEST OF A 10 INCH COCONUT
 AD7000'TREE, 12.5 FEET EAST OF CENTER OF A DRAINAGE GRATE AND 3 FEET
 AD7000'SOUTH OF THE SOUTH EDGE OF PARKING LOT.
 AD7000
 AD7000                          STATION RECOVERY (1994)
 AD7000
 AD7000'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD7000'MARK NOT FOUND.
 AD7000
 AD7000                          STATION RECOVERY (1997)
 AD7000
 AD7000'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4032 ***********************************************************************
 AK4032  DESIGNATION -  ANT 2
 AK4032  PID         -  AK4032
 AK4032  STATE/COUNTY-  FL/BREVARD
 AK4032  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4032
 AK4032                         *CURRENT SURVEY CONTROL
 AK4032  ___________________________________________________________________
 AK4032* NAD 83(1999)-  28 03 35.38441(N)    080 33 12.97311(W)     ADJUSTED  
 AK4032* NAVD 88     -         5.159  (meters)      16.93   (feet)  ADJUSTED  
 AK4032  ___________________________________________________________________
 AK4032  X           -     924,446.713 (meters)                     COMP
 AK4032  Y           -  -5,556,203.600 (meters)                     COMP
 AK4032  Z           -   2,982,346.968 (meters)                     COMP
 AK4032  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AK4032  ELLIP HEIGHT-         -23.05  (meters)          (12/30/04) GPS OBS
 AK4032  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK4032  DYNAMIC HT  -           5.151 (meters)      16.90  (feet)  COMP
 AK4032  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AK4032
 AK4032  HORZ ORDER  -  FIRST
 AK4032  VERT ORDER  -  FIRST     CLASS II
 AK4032  ELLP ORDER  -  FOURTH    CLASS I
 AK4032
 AK4032.The horizontal coordinates were established by GPS observations
 AK4032.and adjusted by the CREECH ENGINEERS INC in December 2004..
 AK4032
 AK4032.The orthometric height was determined by differential leveling
 AK4032.and adjusted by the National Geodetic Survey in June 1991..
 AK4032
 AK4032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK4032
 AK4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK4032
 AK4032.The ellipsoidal height was determined by GPS observations
 AK4032.and is referenced to NAD 83.
 AK4032
 AK4032.The geoid height was determined by GEOID03.
 AK4032
 AK4032.The dynamic height is computed by dividing the NAVD 88
 AK4032.geopotential number by the normal gravity value computed on the
 AK4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4032.degrees latitude (g = 980.6199 gals.).
 AK4032
 AK4032.The modeled gravity was interpolated from observed gravity values.
 AK4032
 AK4032;                    North         East     Units Scale Factor Converg.
 AK4032;SPC FL E     -   412,919.254   243,881.772   MT  0.99996493   +0 12 35.9
 AK4032;SPC FL E     - 1,354,719.25    800,135.45   sFT  0.99996493   +0 12 35.9
 AK4032;UTM  17      - 3,103,910.349   543,866.800   MT  0.99962375   +0 12 35.9
 AK4032
 AK4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK4032!SPC FL E     -   1.00000362  x   0.99996493  =   0.99996855
 AK4032!UTM  17      -   1.00000362  x   0.99962375  =   0.99962737
 AK4032
 AK4032|---------------------------------------------------------------------|
 AK4032| PID    Reference Object                     Distance      Geod. Az  |
 AK4032|                                                           dddmmss.s |
 AK4032| DE3859 ANT 2 RM 1                           18.911 METERS 06849     |
 AK4032| AK4033 ANT 2 RM 2                           40.471 METERS 15310     |
 AK4032| DE3860 ANT 2 RM 3                                         3402926.2 |
 AK4032|---------------------------------------------------------------------|
 AK4032
 AK4032                          SUPERSEDED SURVEY CONTROL
 AK4032
 AK4032  NAD 83(1990)-  28 03 35.38319(N)    080 33 12.97526(W) AD(       ) 2
 AK4032  NAD 83(1986)-  28 03 35.38877(N)    080 33 12.98987(W) AD(       ) 2
 AK4032  NAD 27      -  28 03 34.33200(N)    080 33 13.80000(W) AD(       ) 2
 AK4032  NGVD 29 (??/??/92)    5.595  (m)           18.36   (f) ADJ UNCH    1 2
 AK4032
 AK4032.Superseded values are not recommended for survey control.
 AK4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4032.See file dsdata.txt to determine how the superseded data were derived.
 AK4032
 AK4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4386703910(NAD 83)
 AK4032_MARKER: DS = TRIANGULATION STATION DISK
 AK4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK4032_SP_SET: CONCRETE POST
 AK4032_STAMPING: ANT 2 1934
 AK4032_MARK LOGO: CGS   
 AK4032_PROJECTION: PROJECTING 15 CENTIMETERS
 AK4032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK4032+STABILITY: SURFACE MOTION
 AK4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK4032+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AK4032
 AK4032  HISTORY     - Date     Condition        Report By
 AK4032  HISTORY     - 1934     MONUMENTED       CGS
 AK4032  HISTORY     - 1939     GOOD             FLGS
 AK4032  HISTORY     - 1948     POOR             CGS
 AK4032  HISTORY     - 1965     GOOD             CGS
 AK4032  HISTORY     - 1970     GOOD             NGS
 AK4032  HISTORY     - 1970     GOOD             NGS
 AK4032  HISTORY     - 1971     GOOD             NGS
 AK4032  HISTORY     - 1971     GOOD             NGS
 AK4032  HISTORY     - 1987     GOOD             USPSQD
 AK4032  HISTORY     - 1990     GOOD             USPSQD
 AK4032  HISTORY     - 19930824 GOOD             GEOBAS
 AK4032  HISTORY     - 20020804 MARK NOT FOUND   USPSQD
 AK4032  HISTORY     - 20021107 GOOD             FL-009
 AK4032  HISTORY     - 20040726 GOOD             FL-009
 AK4032
 AK4032                          STATION DESCRIPTION
 AK4032
 AK4032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 AK4032'A 37-FOOT SIGNAL USED AT THIS STATION CLEARED ALL LINES.
 AK4032'
 AK4032'THIS STATION IS ABOUT 3-1/2 MILES ESE OF MELBOURNE, A CITY ON U.S.
 AK4032'HIGHWAY 1, AND 0.7 MILES S OF THE MELBOURNE BEACH SWIMMING POOL, ON
 AK4032'THE SEA BEACH BETWEEN THE ATLANTIC OCEAN AND THE INDIAN RIVER.  IT
 AK4032'IS ON THE SECOND SAND RIDGE W OF THE BEACH, 80 PACES W OF THE
 AK4032'HIGH-WATER MARK, AND 14 METERS W OF A SAND ROAD RUNNING N AND S.
 AK4032'THE GROUND IS COVERED WITH SMALL PALMETTO BRUSH.
 AK4032'
 AK4032'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AK4032'SET IN CONCRETE AS DESCRIBED.
 AK4032'
 AK4032'REFERENCE MARK NO. 1 IS 10 METERS E OF THE CENTER LINE OF THE ROAD.
 AK4032'
 AK4032'REFERENCE MARK NO. 2 IS 6 METERS W OF THE CENTER LINE OF THE ROAD.
 AK4032'
 AK4032'REFERENCE MARK NO. 3, THE AZIMUTH MARK, IS APPROXIMATELY 0.35 MILE N
 AK4032'OF THE STATION, JUST S OF THE END OF THE PAVEMENT LEADING S FROM
 AK4032'MELBOURNE BEACH, 6.3 METERS E OF THE CENTER LINE OF THE SAND ROAD,
 AK4032'6.7 METERS S OF THE W END OF A HEDGE ROW, 21.3 METERS S OF THE S
 AK4032'END OF A CONCRETE SIDEWALK ON THE E SIDE OF THE PAVEMENT, AND IN
 AK4032'LINE WITH THE MOST WESTERLY ROW OF TREES ON THE E SIDE OF THE
 AK4032'PAVEMENT.
 AK4032'
 AK4032'TO REACH THE STATION GO TO THE MELBOURNE BEACH SWIMMING POOL ON THE
 AK4032'OCEAN AND THEN S ON THE MOST EASTERLY ROAD TO THE STATION AT 0.7
 AK4032'MILE.
 AK4032
 AK4032                          STATION RECOVERY (1939)
 AK4032
 AK4032'RECOVERY NOTE BY FLORIDA GEODETIC SURVEY 1939
 AK4032'REFERENCE MARK NO. 2 WAS LOWERED 1.8 FEET.  WITHOUT DISTURBING
 AK4032'HORIZONTAL LOCATION.  LETTER OF G. D. BARNHART, FLORIDA MAPPING
 AK4032'PROJECT, DATED FEBRUARY 15, 1939.
 AK4032
 AK4032                          STATION RECOVERY (1948)
 AK4032
 AK4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK4032'STATION IS LOCATED 0.65 MILE S OF MELBOURNE SWIMMING POOL ALONG STATE
 AK4032'HIGHWAY A1A.  STATION IS 35.3 FEET W OF THE CENTER LINE OF THE ROAD
 AK4032'AND OPPOSITE A SAND ROAD LEADING TO THE OCEAN BEACH.
 AK4032'
 AK4032'STATION MARK IS A BRONZE STATION DISK STAMPED ANT 2 1934 AND SET IN
 AK4032'A 12-INCH-DIAMETER CONCRETE MONUMENT WHICH PROJECTS 0.5 FOOT ABOVE
 AK4032'GROUND.  THE EDGES OF THE CONCRETE MONUMENT ARE CONSIDERABLY
 AK4032'CHIPPED, BUT THE STATION IS SOLID AND APPARENTLY HAS NOT BEEN MOVED.
 AK4032'A WHITE GUARD STAKE WAS SET 1.5 FEET W OF THE STATION, PROJECTING
 AK4032'2.5 FEET ABOVE GROUND.
 AK4032'
 AK4032'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED ANT 2 1934 NO 1,
 AK4032'AND SET IN A 12-INCH-DIAMETER CONCRETE MONUMENT 0.6 FOOT BELOW THE
 AK4032'SURFACE OF THE GROUND.  IT IS 26.8 FEET W OF THE CENTER LINE OF
 AK4032'BLACK-TOP ROAD AND AT THE S EDGE OF A SAND TRAIL LEADING TO THE
 AK4032'OCEAN BEACH.
 AK4032'
 AK4032'REFERENCE MARK 2 WAS FOUND IN RUINS.  THE DISK WAS REMOVED AND
 AK4032'FORWARDED TO THE WASHINGTON, D.C. OFFICE.
 AK4032'
 AK4032'REFERENCE MARK 3 WAS NOT FOUND AFTER A THOROUGH SEARCH.
 AK4032'
 AK4032'REFERENCE MARK 4 WAS SET.  IT IS A BRONZE REFERENCE DISK STAMPED ANT
 AK4032'2 1934 NO 4 1948, SET IN A 9.0-INCH SQUARE CONCRETE MONUMENT
 AK4032'PROJECTING 0.6 FOOT ABOVE GROUND.  IT IS 49.3 FEET E OF THE BLACK
 AK4032'TOP ROAD AND 40 FEET S OF THE SAND TRAIL LEADING TO THE OCEAN BEACH.
 AK4032'
 AK4032'REFERENCE MARK 5 WAS SET.  IT IS A BRONZE REFERENCE DISK STAMPED ANT
 AK4032'2 1934 NO 5 1948, AND IS SET IN A 9.0-INCH SQUARE CONCRETE MONUMENT
 AK4032'PROJECTING 0.6 FOOT ABOVE GROUND.  IT IS 47.5 FEET W OF THE CENTER
 AK4032'LINE OF BLACK-TOP ROAD.
 AK4032
 AK4032                          STATION RECOVERY (1965)
 AK4032
 AK4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AWS)
 AK4032'STATION WAS RECOVERED IN GOOD CONDITION.
 AK4032'
 AK4032'MELBOURNE SWIMMING POOL IS NOW KNOWN AS THE MELBOURNE BEACH CASINO.
 AK4032
 AK4032                          STATION RECOVERY (1970)
 AK4032
 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RRG)
 AK4032'THE STATION WAS RECOVERED AND IN GOOD CONDITION.  REFERENCE MARKS 1,
 AK4032'2 AND 3 (AZIMUTH MARK) WERE SEARCHED FOR BUT NOT RECOVERED.  THE
 AK4032'STATION MAY BE REACHED BY GOING 0.8 MILE SOUTHEAST ALONG STATE
 AK4032'HIGHWAY A 1 A FROM THE POST OFFICE AT MELBOURNE BEACH, DIRECTLY
 AK4032'WEST AND ACROSS THE HIGHWAY FROM THE CENTER LINE OF A SAND ROAD
 AK4032'LEADING EAST TO THE OCEAN, 155 FEET NORTH OF A LARGE CONCRETE
 AK4032'LIGHT POLE, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 AK4032'NORTH OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY
 AK4032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE
 AK4032'LEVEL OF THE GROUND.
 AK4032'
 AK4032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE SOUTHEAST
 AK4032'OF MELBOURNE BEACH.
 AK4032
 AK4032                          STATION RECOVERY (1970)
 AK4032
 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK4032'0.8 MI SE FROM MELBOURNE BEACH.
 AK4032'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AK4032'POST OFFICE AT MELBOURNE BEACH, DIRECTLY ACROSS THE HIGHWAY FROM
 AK4032'THE CENTER LINE OF A SAND ROAD LEADING EAST TO OCEAN, 34 FEET
 AK4032'WEST OF THE CENTER LINE OF THE HIGHWAY, 155 FEET NORTH OF A
 AK4032'CONCRETE POWER LINE POLE, 2 FEET NORTH OF A METAL WITNESS POST,
 AK4032'3 FEET ABOVE THE LEVEL OF STATE HIGHWAY A 1 A AND SET IN THE TOP
 AK4032'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE
 AK4032'GROUND.  THE DISK IS STAMPED ANT 2 1934.  SEC 8, T28S, R38E.
 AK4032
 AK4032                          STATION RECOVERY (1971)
 AK4032
 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK4032'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE RMS WERE NOT
 AK4032'FOUND.
 AK4032'
 AK4032'THE 1970 DESCRIPTION BY R. GERRISH IS ADEQUATE.
 AK4032
 AK4032                          STATION RECOVERY (1971)
 AK4032
 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK4032'RECOVERED IN GOOD CONDITION.
 AK4032
 AK4032                          STATION RECOVERY (1987)
 AK4032
 AK4032'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AK4032'RECOVERED IN GOOD CONDITION.
 AK4032
 AK4032                          STATION RECOVERY (1990)
 AK4032
 AK4032'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK4032'RECOVERED IN GOOD CONDITION.
 AK4032
 AK4032                          STATION RECOVERY (1993)
 AK4032
 AK4032'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AK4032'THE STATION IS LOCATED 2 MI (3.22 KM) SOUTH-SOUTHEAST OF INDIALANTIC
 AK4032'AND IN MELBOURNE BEACH ALONG THE RIGHT OF WAY 0F STATE ROAD A1A.
 AK4032'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND
 AK4032'STATE ROAD A1A, GO SOUTH ON STATE ROAD A1A, 2.5 MI (4.02 KM) TO THE
 AK4032'STATION ON THE RIGHT.
 AK4032'THE STATION IS A U.S. COAST GEODETIC SURVEY TRIANGULATION STATION DISK
 AK4032'STAMPED ---ANT 2 1934--- SET IN A 12 INCH ROUND CONCRETE MONUMENT
 AK4032'THAT IS FLUSH WITH A BUILT UP MOUND AND 1.5 FT (0.46 M) ABOVE THE
 AK4032'LEVEL OF STATE ROAD A1A. IT IS 35.7 FT (10.88 M) WEST-SOUTHWEST OF
 AK4032'THE CENTER OF STATE ROAD A1A, 95.0 FT (28.96 M) SOUTH OF AN ENTRANCE
 AK4032'DRIVE TO A CONDO, 52.8 FT (16.09 M)EAST-NORTHEAST OF THE NORTHEAST
 AK4032'CORNER OF A TWO STORY CONCRETE BUILDING AND 12.5 FT (3.81 M)
 AK4032'EAST-NORTHEAST OF A FIRE HYDRANT.
 AK4032
 AK4032                          STATION RECOVERY (2002)
 AK4032
 AK4032'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMP)
 AK4032'PID NOT FOUND BUT IN VICINITY IS R-137-T BREV. CO. YEAR 1980. RUBBING
 AK4032'OF DISK BEING SENT WITH 77-4
 AK4032
 AK4032                          STATION RECOVERY (2002)
 AK4032
 AK4032'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV)
 AK4032'RECOVERED IN GOOD CONDITION.
 AK4032
 AK4032                          STATION RECOVERY (2004)
 AK4032
 AK4032'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK4032'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK4032'(SRV)
 AK4032' 
 AK4032'THE STATION IS LOCATED 2 MI (3.22 KM) SOUTH-SOUTHEAST OF
 AK4032'INDIALANTICAND IN MELBOURNE  BEACH ALONG THE RIGHT OF WAY 0F STATE
 AK4032'ROAD A1A.
 AK4032' 
 AK4032'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND
 AK4032'STATE ROAD A1A, GO  SOUTH ON STATE ROAD A1A, 2.5 MI (4.02 KM) TO THE
 AK4032'STATION ON THE RIGHT.THE STATION IS A U.S.  COAST GEODETIC SURVEY
 AK4032'TRIANGULATION STATION DISK STAMPED ---ANT 2 1934--- SET IN A 12 INCH
 AK4032'ROUND CONCRETE MONUMENT THAT IS 0.5 FT (0.2 M) ABOVE THE BUILT UP
 AK4032'MOUND AND 2.0 FT (0.6 M)  ABOVE THE LEVEL OF STATE ROAD A1A. IT IS
 AK4032'35.7 FT (10.88 M) WEST-SOUTHWEST OF THE CENTERLINE  OF STATE ROAD A1A,
 AK4032'236 FT (71.9 M) NORTH OF THE CENTERLINE OF CHERRY DRIVE AND 13 FT (3.9
 AK4032'M)  EAST-NORTHEAST OF A FIRE HYDRANT.
 AK4032' 
 AK4032'REFERENCES--
 AK4032' 
 AK4032'MAG NAIL AND ---CREECH ENG LB6705--- DISK FOUND IN THE SOUTHEAST FACE
 AK4032'OF A 12 INCH PALM  TREE ON A MAGNETIC AZIMUTH OF 121 DEGREES AT 14.0
 AK4032'FT.
 AK4032' 
 AK4032'MAG NAIL AND ---CREECH ENG LB6705--- DISK FOUND IN THE SOUTHWEST FACE
 AK4032'OF A 12 INCH PALM  TREE ON A MAGNETIC AZIMUTH OF 269 DEGREES AT 55.6
 AK4032'FT.
 AK4032' 
 AK4032'MAG NAIL AND ---WITNESS COR. BREVARD CO.--- DISK SET IN THE EAST FACE
 AK4032'OF A 12 INCH PALM TREE  ON A MAGNETIC AZIMUTH OF 314 DEGREES AT 47.2
 AK4032'FT.
 AK4032' 
 AK4032'4 INCH BY 4 INCH CONCRETE MONUMENT ---R-136 BREV 1985 -00- RESET---
 AK4032'FLDNR BRASS DISK 0.2 FT  ABOVE THE BUILT UP MOUND ON A MAGNETIC
 AK4032'AZIMUTH OF 358 DEGREES AT 2.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2491 ***********************************************************************
 AG2491  DESIGNATION -  ANT 2
 AG2491  PID         -  AG2491
 AG2491  STATE/COUNTY-  FL/PINELLAS
 AG2491  USGS QUAD   -  PASS-A-GRILLE BEACH (1994)
 AG2491
 AG2491                         *CURRENT SURVEY CONTROL
 AG2491  ___________________________________________________________________
 AG2491* NAD 83(1990)-  27 43 34.20785(N)    082 37 42.52026(W)     ADJUSTED  
 AG2491* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AG2491  ___________________________________________________________________
 AG2491  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AG2491  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AG2491
 AG2491  HORZ ORDER  -  THIRD
 AG2491
 AG2491.The horizontal coordinates were established by classical geodetic methods
 AG2491.and adjusted by the National Geodetic Survey in May 1991..
 AG2491
 AG2491.The orthometric height was scaled from a topographic map.
 AG2491
 AG2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2491
 AG2491.The geoid height was determined by GEOID03.
 AG2491
 AG2491;                    North         East     Units Scale Factor Converg.
 AG2491;SPC FL W     -   376,023.688   138,029.116   MT  0.99998856   -0 17 32.7
 AG2491;SPC FL W     - 1,233,671.05    452,850.52   sFT  0.99998856   -0 17 32.7
 AG2491;UTM  17      - 3,067,930.862   339,468.676   MT  0.99991809   -0 45 28.1
 AG2491
 AG2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG2491!SPC FL W     -   1.00000373  x   0.99998856  =   0.99999229
 AG2491!UTM  17      -   1.00000373  x   0.99991809  =   0.99992182
 AG2491
 AG2491:                Primary Azimuth Mark                     Grid Az
 AG2491:SPC FL W     -  CEDAR POINT USE 1908                     017 39 11.6
 AG2491:UTM  17      -  CEDAR POINT USE 1908                     018 07 07.0
 AG2491
 AG2491|---------------------------------------------------------------------|
 AG2491| PID    Reference Object                     Distance      Geod. Az  |
 AG2491|                                                           dddmmss.s |
 AG2491| AG2117 CEDAR POINT USE 1908                APPROX.12.7 KM 0172138.9 |
 AG2491| AG2135 PORT TAMPA W ELEV END OF DOCK       APPROX.16.7 KM 0262230.4 |
 AG2491| AG2128 PORT TAMPA E ELEV END OF DOCK       APPROX.16.7 KM 0263951.4 |
 AG2491| AG2129 PORT TAMPA ELEVATOR WEST GABLE      APPROX.17.1 KM 0280539.0 |
 AG2491| AG2131 PORT TAMPA ELEVATOR EAST GABLE      APPROX.17.2 KM 0282225.8 |
 AG2491| AG2111 PORT TAMPA ELEC PWRHSE STACK        APPROX.18.3 KM 0323913.9 |
 AG2491| AG2119 PORT TAMPA CATH CH SPIRE            APPROX.18.4 KM 0332043.5 |
 AG2491| AG2120 PORT TAMPA WEST BASE USE            APPROX.15.7 KM 0370355.0 |
 AG2491| AG2125 LOWNE USE EAST BASE                 APPROX.16.7 KM 0481849.5 |
 AG2491| AG1330 GADSDEN POINT LIGHT                 APPROX.19.9 KM 0594836.8 |
 AG2491| AG2400 MARSHALL USE                        APPROX.11.5 KM 1014705.5 |
 AG2491| CW6892 ANT 2 RM                             20.015 METERS 29833     |
 AG2491|---------------------------------------------------------------------|
 AG2491
 AG2491                          SUPERSEDED SURVEY CONTROL
 AG2491
 AG2491  NAD 83(1986)-  27 43 34.21249(N)    082 37 42.53293(W) AD(       ) 3
 AG2491  NAD 27      -  27 43 33.10755(N)    082 37 43.18133(W) AD(       ) 3
 AG2491
 AG2491.Superseded values are not recommended for survey control.
 AG2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2491.See file dsdata.txt to determine how the superseded data were derived.
 AG2491
 AG2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3946967931(NAD 83)
 AG2491_MARKER: S = SPIKE
 AG2491_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AG2491_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AG2491
 AG2491  HISTORY     - Date     Condition        Report By
 AG2491  HISTORY     - 1908     MONUMENTED       CGS
 AG2491  HISTORY     - 1925     SEE DESCRIPTION  CGS
 AG2491  HISTORY     - 1926     SEE DESCRIPTION  CGS
 AG2491  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AG2491  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AG2491
 AG2491                          STATION DESCRIPTION
 AG2491
 AG2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WBF)
 AG2491'ON A POINT ON THE W SHORE OF TAMPA BAY ABOUT MIDWAY BETWEEN
 AG2491'POINT PINELOS AND ST. PETERSBURG AND ABOUT ONE-THIRD THE DISTANCE
 AG2491'FROM LITTLE BAYOU TO BIG BAYOU.  THE STATION IS ON FIRM GROUND
 AG2491'AMONG PALMETTO TREES 40 METERS FROM THE LOW BLUFF SHORE AND 400
 AG2491'METERS S OF THE MOST EASTERN PART OF THE POINT.
 AG2491'
 AG2491'THE SURFACE STATION MARK IS A 4-INCH TILE FILLED WITH CONCRETE
 AG2491'WITH A SPIKE IN THE CENTER OF THE TOP, SET FLANGE DOWN IN A MASS
 AG2491'OF CONCRETE ABOUT 20 INCHES SQUARE (OR 20 INCHES IN DIAMETER) AND
 AG2491'ABOUT 2 FEET DEEP, WITH THE TOP PROJECTING A FEW INCHES ABOVE THE
 AG2491'SURFACE.  ON THE SURFACE OF THE CONCRETE IS INSCRIBED C. AND
 AG2491'G.S., WITH THE YEAR IN WHICH THE MARK WAS SET.  THE UNDERGROUND
 AG2491'STATION MARK IS A CONCRETE POST 8 INCHES IN DIAMETER AND 2-1/2
 AG2491'FEET LONG WITH A SPIKE IN THE CENTER OF THE TOP, SET 2 OR
 AG2491'3 FEET BELOW THE SURFACE OF THE GROUND.
 AG2491'
 AG2491'THE SURFACE REFERENCE MARK IS A CONCRETE POST ABOUT 10 INCHES
 AG2491'SQUARE (OR 10 INCHES IN DIAMETER) AND 24 INCHES LONG, WITH A
 AG2491'SPIKE IN THE CENTER OF THE TOP WHICH PROJECTS A LITTLE ABOVE THE
 AG2491'SURFACE.  NO UNDERGROUND REFERENCE MARK WAS USED.  THE REFERENCE
 AG2491'MARK IS 20.02 METERS FROM THE STATION N 61 DEG 27 MIN W.
 AG2491
 AG2491                          STATION RECOVERY (1925)
 AG2491
 AG2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (RPE)
 AG2491'REFERENCE MARK RECOVERED IN GOOD CONDITION.  STATION MARK HAD
 AG2491'BEEN DUG OUT IN CONSTRUCTION OF NEW ROAD.  THIS STATION WAS NOT
 AG2491'OCCUPIED BY THIS PARTY BUT BY PARTY FROM STEAMER BACHE, SEE
 AG2491'RECOVERY NOTE FROM THAT PARTY FOR PRESENT DESCRIPTION.  NOW IN
 AG2491'PINELLAS COUNTY INSTEAD OF HILLSBORO COUNTY.
 AG2491
 AG2491                          STATION RECOVERY (1926)
 AG2491
 AG2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RLS)
 AG2491'REMAINS OF ORIGINAL STATION MARK FOUND AT POSITION DESCRIBED
 AG2491'ABOVE, INDICATED BY BROKEN PIECES OF TILE AND CONCRETE.  ORIGINAL
 AG2491'REFERENCE MARK FOUND IN GOOD CONDITION, AND ESTABLISHED AS NEW
 AG2491'TRIANGULATION STATION, ANT 3.  MARKED BY AN 18-INCH SQUARE BLOCK
 AG2491'OF CONCRETE CONTAINING A STANDARD DISK STATION MARK, PLACED
 AG2491'AROUND ORIGINAL MARK.
 AG2491'
 AG2491'TWO NEW REFERENCE MARKS WERE PLACED ON RANGE WITH NEW STATION
 AG2491'MARK.  REFERENCE MARK NO. 1 IS AT A DISTANCE OF 46.3 METERS FROM
 AG2491'THE STATION MARK N 15 DEG E.
 AG2491'
 AG2491'REFERENCE MARK NO. 2 IS 5 METERS FROM A PINE TREE AND 22.2 METERS
 AG2491'FROM STATION MARK.  A SECOND PINE TREE STANDS ON RANGE AND 4
 AG2491'METERS FROM REFERENCE MARK NO. 1.  A THIRD PINE TREE IS AT A
 AG2491'DISTANCE OF 19.2 METERS FROM STATION MARK S 55 DEG E.  THE
 AG2491'REFERENCE MARKS CONSIST OF 8-INCH SQUARE CONCRETE POST WITH A
 AG2491'STANDARD DISK REFERENCE MARK, PROJECTING 2 OR 3 INCHES ABOVE
 AG2491'GROUND.  THERE ARE FEW PALMETTOES AT PRESENT IN THE IMMEDIATE
 AG2491'VICINITY.
 AG2491
 AG2491                          STATION RECOVERY (1986)
 AG2491
 AG2491'RECOVERY NOTE BY US POWER SQUADRON 1986 (AVD)
 AG2491'MARK NOT FOUND.
 AG2491
 AG2491                          STATION RECOVERY (2003)
 AG2491
 AG2491'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG2491'THE AREA HAS BEEN DEVELOPED SINCE THE 1926 DESCRIPTION.  THE
 AG2491'LATITUDE/LONGITUDE PLACE THE STATION NW OF THE INTERSECTION OF BEACH
 AG2491'DR. SE AND SNOCK DR. SE. IT IS VERY UNLIKELY THAT THIS MARK STILL
 AG2491'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4033 ***********************************************************************
 AK4033  DESIGNATION -  ANT 2 RM 2
 AK4033  PID         -  AK4033
 AK4033  STATE/COUNTY-  FL/BREVARD
 AK4033  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4033
 AK4033                         *CURRENT SURVEY CONTROL
 AK4033  ___________________________________________________________________
 AK4033* NAD 83(1986)-  28 03 34.     (N)    080 33 12.     (W)     SCALED    
 AK4033* NAVD 88     -         3.710  (meters)      12.17   (feet)  ADJUSTED  
 AK4033  ___________________________________________________________________
 AK4033  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK4033  DYNAMIC HT  -           3.704 (meters)      12.15  (feet)  COMP
 AK4033  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AK4033
 AK4033  VERT ORDER  -  FIRST     CLASS II
 AK4033
 AK4033.The horizontal coordinates were scaled from a topographic map and have
 AK4033.an estimated accuracy of +/- 6 seconds.
 AK4033
 AK4033.The orthometric height was determined by differential leveling
 AK4033.and adjusted by the National Geodetic Survey in June 1991..
 AK4033
 AK4033.The geoid height was determined by GEOID03.
 AK4033
 AK4033.The dynamic height is computed by dividing the NAVD 88
 AK4033.geopotential number by the normal gravity value computed on the
 AK4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4033.degrees latitude (g = 980.6199 gals.).
 AK4033
 AK4033.The modeled gravity was interpolated from observed gravity values.
 AK4033
 AK4033;                    North         East    Units  Estimated Accuracy
 AK4033;SPC FL E     -   412,880.      243,910.      MT  (+/- 180 meters Scaled)
 AK4033
 AK4033                          SUPERSEDED SURVEY CONTROL
 AK4033
 AK4033  NGVD 29 (??/??/92)    4.15   (m)           13.6    (f) COMPUTED    1 2
 AK4033
 AK4033.Superseded values are not recommended for survey control.
 AK4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4033.See file dsdata.txt to determine how the superseded data were derived.
 AK4033
 AK4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM438038(NAD 83)
 AK4033_MARKER: DR = REFERENCE MARK DISK
 AK4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK4033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK4033_STAMPING: ANT 2 RM NO 2 1934
 AK4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK4033+STABILITY: SURFACE MOTION
 AK4033
 AK4033  HISTORY     - Date     Condition        Report By
 AK4033  HISTORY     - 1934     MONUMENTED       CGS
 AK4033  HISTORY     - 1956     GOOD             NGS
 AK4033  HISTORY     - 1970     MARK NOT FOUND   NGS
 AK4033
 AK4033                          STATION DESCRIPTION
 AK4033
 AK4033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AK4033'5 MI E FROM MELBOURNE.
 AK4033'2.6 MILES EAST ALONG STATE HIGHWAY 516 FROM R.R. DEPOT AT
 AK4033'MELBOURNE, THENCE SOUTH ON STATE HIGHWAY A1A FOR 2.4 MILES TO
 AK4033'MARK ON LEFT, 35 FEET EAST OF CENTER OF A1A.  THE MARK IS A
 AK4033'6 INCH ROUND CONCRETE POST AND PROJECTS 4 INCHES.
 AK4033
 AK4033                          STATION RECOVERY (1970)
 AK4033
 AK4033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK4033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0615 ***********************************************************************
 BG0615  DESIGNATION -  ANTIOCH
 BG0615  PID         -  BG0615
 BG0615  STATE/COUNTY-  FL/OKALOOSA
 BG0615  USGS QUAD   -  CRESTVIEW SOUTH (1994)
 BG0615
 BG0615                         *CURRENT SURVEY CONTROL
 BG0615  ___________________________________________________________________
 BG0615* NAD 83(1990)-  30 42 42.59800(N)    086 37 09.37933(W)     ADJUSTED  
 BG0615* NAVD 88     -        64.429  (meters)     211.38   (feet)  ADJUSTED  
 BG0615  ___________________________________________________________________
 BG0615  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BG0615  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG0615  DYNAMIC HT  -          64.347 (meters)     211.11  (feet)  COMP
 BG0615  MODELED GRAV-     979,369.3   (mgal)                       NAVD 88
 BG0615
 BG0615  HORZ ORDER  -  FIRST
 BG0615  VERT ORDER  -  SECOND    CLASS II
 BG0615
 BG0615.The horizontal coordinates were established by classical geodetic methods
 BG0615.and adjusted by the National Geodetic Survey in December 1992..
 BG0615
 BG0615.The orthometric height was determined by differential leveling
 BG0615.and adjusted by the National Geodetic Survey in June 1991..
 BG0615
 BG0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG0615
 BG0615.The geoid height was determined by GEOID03.
 BG0615
 BG0615.The dynamic height is computed by dividing the NAVD 88
 BG0615.geopotential number by the normal gravity value computed on the
 BG0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0615.degrees latitude (g = 980.6199 gals.).
 BG0615
 BG0615.The modeled gravity was interpolated from observed gravity values.
 BG0615
 BG0615;                    North         East     Units Scale Factor Converg.
 BG0615;SPC FL N     -   191,643.388   397,007.429   MT  0.99999346   -1 03 54.0
 BG0615;SPC FL N     -   628,750.02  1,302,515.21   sFT  0.99999346   -1 03 54.0
 BG0615;UTM  16      - 3,397,728.340   536,455.566   MT  0.99961639   +0 11 40.0
 BG0615
 BG0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG0615!SPC FL N     -   0.99999416  x   0.99999346  =   0.99998762
 BG0615!UTM  16      -   0.99999416  x   0.99961639  =   0.99961056
 BG0615
 BG0615:                Primary Azimuth Mark                     Grid Az
 BG0615:SPC FL N     -  ANTIOCH AZ MK                            039 00 29.7
 BG0615:UTM  16      -  ANTIOCH AZ MK                            037 44 55.7
 BG0615
 BG0615|---------------------------------------------------------------------|
 BG0615| PID    Reference Object                     Distance      Geod. Az  |
 BG0615|                                                           dddmmss.s |
 BG0615| CW1738 ANTIOCH AZ MK                                      0375635.7 |
 BG0615| BG3272 I10 73 B73                          403.568 METERS 0405945.5 |
 BG0615| BG0616 ANTIOCH RM 1                         18.352 METERS 23701     |
 BG0615| BG0617 ANTIOCH RM 2                         24.091 METERS 33517     |
 BG0615|---------------------------------------------------------------------|
 BG0615
 BG0615                          SUPERSEDED SURVEY CONTROL
 BG0615
 BG0615  NAD 83(1990)-  30 42 42.59914(N)    086 37 09.37948(W) AD(       ) 1
 BG0615  NAD 83(1986)-  30 42 42.61668(N)    086 37 09.38160(W) AD(       ) 1
 BG0615  NAD 27      -  30 42 41.93800(N)    086 37 09.55000(W) AD(       ) 1
 BG0615  NGVD 29 (??/??/92)   64.815  (m)          212.65   (f) ADJ UNCH    2 2
 BG0615
 BG0615.Superseded values are not recommended for survey control.
 BG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0615.See file dsdata.txt to determine how the superseded data were derived.
 BG0615
 BG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3645697728(NAD 83)
 BG0615_MARKER: DS = TRIANGULATION STATION DISK
 BG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0615_STAMPING: ANTIOCH 1957
 BG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0615+STABILITY: SURFACE MOTION
 BG0615
 BG0615  HISTORY     - Date     Condition        Report By
 BG0615  HISTORY     - 1957     MONUMENTED       CGS
 BG0615  HISTORY     - 1974     GOOD             NGS
 BG0615  HISTORY     - 1975     GOOD             FLDT
 BG0615  HISTORY     - 1989     GOOD             USPSQD
 BG0615  HISTORY     - 19941018 MARK NOT FOUND   USPSQD
 BG0615
 BG0615                          STATION DESCRIPTION
 BG0615
 BG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 BG0615'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CRESTVIEW, ABOUT
 BG0615'2-1/2 MILES SOUTHEAST OF MILLIGAN, ABOUT 2-1/2 MILES NORTHEAST
 BG0615'OF THE CONFLUENCE OF YELLOW AND SHOAL RIVERS, AND ABOUT 0.8 MILE
 BG0615'SOUTH OF ANTIOCH BAPTIST CHURCH.  STATION IS 23 FEET SOUTHEAST
 BG0615'OF APPROXIMATE CENTERLINE OF SAND ROAD, 12 FEET NORTHWEST OF
 BG0615'FENCELINE AND 7 FEET NORTHWEST OF WITNESS POST.  THE MARK
 BG0615'PROJECTS 6 INCHES AND THE DISK IS STAMPED ANTIOCH 1957.
 BG0615'
 BG0615'REFERENCE MARK NO. 1 IS 29 FEET SOUTHEAST OF APPROXIMATE
 BG0615'CENTERLINE OF ROAD, AND 12 FEET NORTHWEST OF FENCELINE.  THE MARK
 BG0615'PROJECTS 6 INCHES AND THE DISK IS STAMPED ANTIOCH NO 1 1957.
 BG0615'
 BG0615'REFERENCE MARK NO. 2 IS 57 FEET NORTHWEST OF APPROXIMATE
 BG0615'CENTERLINE OF ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 BG0615'STAMPED ANTIOCH NO 2 1957.
 BG0615'
 BG0615'AZIMUTH MARK IS 56 FEET NORTHWEST OF ROAD FORKS, 45 FEET NORTH
 BG0615'OF APPROXIMATE CENTERLINE OF ROAD AND 2 FEET SOUTH-SOUTHWEST OF
 BG0615'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BG0615'ANTIOCH 1957.
 BG0615'
 BG0615'TO REACH FROM NORTH SIDE OF COURTHOUSE IN CRESTVIEW, GO WEST
 BG0615'ON U.S. HIGHWAY NO. 90 FOR 3.15 MILES TO SURFACED SIDE ROAD
 BG0615'LEFT.  TURN LEFT AND GO SOUTH ON SURFACED ROAD FOR 0.45 MILE TO
 BG0615'RAILROAD TRACKS.  CROSS TRACKS AND CONTINUE SOUTHERLY FOR 1.75
 BG0615'MILES TO ANTIOCH BAPTIST CHURCH ON RIGHT (WEST) SIDE OF
 BG0615'ROAD.  CONTINUE SOUTHERLY ON SURFACED ROAD FOR 0.15 MILE TO END
 BG0615'OF BLACK TOP.  CONTINUE SOUTHERLY ON SAND ROAD FOR 0.05 MILE TO
 BG0615'TO FORKS.  TAKE RIGHT FORK AND GO SOUTH AND SOUTHWESTERLY ON
 BG0615'SAND ROAD FOR 0.4 MILE TO FORKS AND AZIMUTH MARK ON RIGHT
 BG0615'(NORTHWEST) SIDE OF ROAD.  TAKE LEFT FORK AND CONTINUE
 BG0615'SOUTHWESTERLY ON SAND ROAD FOR 0.25 MILE TO STATION ON LEFT
 BG0615'(SOUTHEAST) SIDE OF ROAD AS DESCRIBED.
 BG0615'
 BG0615'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BG0615
 BG0615                          STATION RECOVERY (1974)
 BG0615
 BG0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CBM)
 BG0615'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BG0615'CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  A CHECK
 BG0615'OF DISTANCE AND DIRECTION TO MARKS WAS FOUND TO BE CORRECT.  DUE
 BG0615'TO LOCAL CHANGES, A NEW TO REACH AND DESCRIPTION OF MARKS FOLLOWS.
 BG0615'
 BG0615'TO REACH STATION FROM THE COURTHOUSE IN CRESTVIEW.  GO WEST ON
 BG0615'U.S. ROUTE 90 FOR 3.15 MILES TO INTERSECTION OF ANTIOCH ROAD
 BG0615'(STATE ROUTE 4).  TURN LEFT AND GO SOUTH ON ANTIOCH ROAD FOR
 BG0615'0.45 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND CONTINUE
 BG0615'SOUTHERLY FOR 1.75 MILES TO ANTIOCH BAPTIST CHURCH ON
 BG0615'RIGHT.  CONTINUE SOUTH ON ANTIOCH ROAD FOR 0.6 MILE TO BRIDGE
 BG0615'OVER INTERSTATE ROUTE 10.  CROSS INTERSTATE ROUTE 10 AND TURN
 BG0615'RIGHT ON DIRT ROAD THAT PARALLELLS INTERSTATE ROUTE 10 FOR
 BG0615'0.35 MILE TO POINT WHERE DIRT ROAD TURNS SOUTHWEST.  CONTINUE
 BG0615'SOUTHWEST ON DIRT ROAD FOR 0.25 MILE TO STATION ON LEFT, AS
 BG0615'DESCRIBED.
 BG0615'
 BG0615'STATION MARK IS A STANDARD DISK, STAMPED ANTIOCH 1957, SET IN
 BG0615'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 BG0615'THE GROUND.  IT IS 1.8 FEET WEST OF A METAL WITNESS POST, 13.2
 BG0615'FEET SOUTH OF A POWERLINE POLE AND 23.0 FEET SOUTHEAST OF
 BG0615'APPROXIMATE CENTER OF A DIRT ROAD.
 BG0615'
 BG0615'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ANTIOCH NO 1
 BG0615'1957, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 BG0615'3 INCHES ABOVE THE GROUND.  IT IS 1.9 FEET NORTH OF A METAL
 BG0615'WITNESS POST, 30.0 FEET SOUTHEAST OF APPROXIMATE CENTER OF THE
 BG0615'DIRT ROAD AND 71.4 FEET SOUTHWEST OF A POWERLINE POLE.
 BG0615'
 BG0615'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ANTIOCH
 BG0615'NO 2 1957, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 BG0615'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 1.2 FEET SOUTHEAST OF
 BG0615'A METAL WITNESS POST AND 55.3 FEET NORTHWEST OF CENTER OF THE DIRT
 BG0615'ROAD.
 BG0615'
 BG0615'DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 BG0615'NUMBER 2 IS 106.04 FEET, OR (32.321 METERS).
 BG0615
 BG0615                          STATION RECOVERY (1975)
 BG0615
 BG0615'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 BG0615'6.6 MI SW FROM CRESTVIEW.
 BG0615'FROM THE COURTHOUSE AT CRESTVIEW, GO WEST ON U.S. ROUTE 90 (STATE
 BG0615'ROUTE 10) FOR ABOUT 3.15 MILES TO THE JUNCTION OF STATE ROUTE 4
 BG0615'(ANTIOCH ROAD), THEN SOUTH ON STATE ROUTE 4 FOR ABOUT 2.8 MILES
 BG0615'TO THE BRIDGE OVER INTERSTATE ROUTE 10, THEN WESTERLY ON THE
 BG0615'DIRT ROAD, JUST SOUTH OF INTERSTATE ROUTE 10, FOR ABOUT 0.6 MILE
 BG0615'AND THE STATION ON LEFT, WHICH IS SET IN THE TOP OF A SQUARE
 BG0615'CONCRETE MONUMENT THAT IS 4 INCHES ABOVE THE GROUND.  IT IS 1.8
 BG0615'FEET WEST OF A METAL WITNESS POST, 13.2 FEET SOUTH OF A POWER
 BG0615'POLE AND 23.0 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 BG0615'DIRT ROAD.  SECTION 35, T 3N, R 24W
 BG0615
 BG0615                          STATION RECOVERY (1989)
 BG0615
 BG0615'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG0615'RECOVERED IN GOOD CONDITION.
 BG0615
 BG0615                          STATION RECOVERY (1994)
 BG0615
 BG0615'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0616 ***********************************************************************
 BG0616  DESIGNATION -  ANTIOCH RM 1
 BG0616  PID         -  BG0616
 BG0616  STATE/COUNTY-  FL/OKALOOSA
 BG0616  USGS QUAD   -  CRESTVIEW SOUTH (1994)
 BG0616
 BG0616                         *CURRENT SURVEY CONTROL
 BG0616  ___________________________________________________________________
 BG0616* NAD 83(1986)-  30 42 42.     (N)    086 37 09.     (W)     SCALED    
 BG0616* NAVD 88     -        63.962  (meters)     209.85   (feet)  ADJUSTED  
 BG0616  ___________________________________________________________________
 BG0616  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG0616  DYNAMIC HT  -          63.881 (meters)     209.58  (feet)  COMP
 BG0616  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 BG0616
 BG0616  VERT ORDER  -  SECOND    CLASS II
 BG0616
 BG0616.The horizontal coordinates were scaled from a topographic map and have
 BG0616.an estimated accuracy of +/- 6 seconds.
 BG0616
 BG0616.The orthometric height was determined by differential leveling
 BG0616.and adjusted by the National Geodetic Survey in June 1991..
 BG0616
 BG0616.The geoid height was determined by GEOID03.
 BG0616
 BG0616.The dynamic height is computed by dividing the NAVD 88
 BG0616.geopotential number by the normal gravity value computed on the
 BG0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0616.degrees latitude (g = 980.6199 gals.).
 BG0616
 BG0616.The modeled gravity was interpolated from observed gravity values.
 BG0616
 BG0616;                    North         East    Units  Estimated Accuracy
 BG0616;SPC FL N     -   191,630.      397,020.      MT  (+/- 180 meters Scaled)
 BG0616
 BG0616                          SUPERSEDED SURVEY CONTROL
 BG0616
 BG0616  NGVD 29 (??/??/92)   64.348  (m)          211.12   (f) ADJ UNCH    2 2
 BG0616
 BG0616.Superseded values are not recommended for survey control.
 BG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0616.See file dsdata.txt to determine how the superseded data were derived.
 BG0616
 BG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU364977(NAD 83)
 BG0616_MARKER: DR = REFERENCE MARK DISK
 BG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0616_STAMPING: ANTIOCH NO 1 1957
 BG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0616+STABILITY: SURFACE MOTION
 BG0616
 BG0616  HISTORY     - Date     Condition        Report By
 BG0616  HISTORY     - 1957     MONUMENTED       CGS
 BG0616  HISTORY     - 1975     GOOD             FLDT
 BG0616  HISTORY     - 1989     GOOD             USPSQD
 BG0616  HISTORY     - 19941018 MARK NOT FOUND   USPSQD
 BG0616
 BG0616                          STATION DESCRIPTION
 BG0616
 BG0616'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 BG0616'6.6 MI SW FROM CRESTVIEW.
 BG0616'FROM THE COURTHOUSE AT CRESTVIEW, GO WEST ON U.S. ROUTE 90 (STATE
 BG0616'ROUTE 10) FOR ABOUT 3.15 MILES TO THE JUNCTION OF STATE ROUTE 4
 BG0616'(ANTIOCH ROAD), THEN SOUTH ON STATE ROUTE 4 FOR ABOUT 2.8 MILES
 BG0616'TO THE BRIDGE OVER INTERSTATE ROUTE 10, THEN WESTERLY ON THE DIRT
 BG0616'ROAD, JUST SOUTH OF INTERSTATE ROUTE 10, FOR ABOUT 0.6 MILE AND
 BG0616'REFERENCE MARK, WHICH IS SET IN THE TOP OF A SQUARE CONCRETE
 BG0616'MONUMENT THAT IS 3 INCHES ABOVE THE GROUND.  IT IS 1.9 FEET NORTH
 BG0616'OF A METAL WITNESS POST, 30.0 FEET SOUTHEAST OF THE APPROXIMATE
 BG0616'CENTER OF THE DIRT ROAD AND 71.4 FEET SOUTHWEST OF A POWER POLE.
 BG0616'SECTION 35, T 3N, R 24W
 BG0616
 BG0616                          STATION RECOVERY (1989)
 BG0616
 BG0616'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG0616'RECOVERED IN GOOD CONDITION.
 BG0616
 BG0616                          STATION RECOVERY (1994)
 BG0616
 BG0616'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0617 ***********************************************************************
 BG0617  DESIGNATION -  ANTIOCH RM 2
 BG0617  PID         -  BG0617
 BG0617  STATE/COUNTY-  FL/OKALOOSA
 BG0617  USGS QUAD   -  CRESTVIEW SOUTH (1994)
 BG0617
 BG0617                         *CURRENT SURVEY CONTROL
 BG0617  ___________________________________________________________________
 BG0617* NAD 83(1986)-  30 42 42.     (N)    086 37 09.     (W)     SCALED    
 BG0617* NAVD 88     -        64.014  (meters)     210.02   (feet)  ADJUSTED  
 BG0617  ___________________________________________________________________
 BG0617  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG0617  DYNAMIC HT  -          63.933 (meters)     209.75  (feet)  COMP
 BG0617  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 BG0617
 BG0617  VERT ORDER  -  SECOND    CLASS II
 BG0617
 BG0617.The horizontal coordinates were scaled from a topographic map and have
 BG0617.an estimated accuracy of +/- 6 seconds.
 BG0617
 BG0617.The orthometric height was determined by differential leveling
 BG0617.and adjusted by the National Geodetic Survey in June 1991..
 BG0617
 BG0617.The geoid height was determined by GEOID03.
 BG0617
 BG0617.The dynamic height is computed by dividing the NAVD 88
 BG0617.geopotential number by the normal gravity value computed on the
 BG0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0617.degrees latitude (g = 980.6199 gals.).
 BG0617
 BG0617.The modeled gravity was interpolated from observed gravity values.
 BG0617
 BG0617;                    North         East    Units  Estimated Accuracy
 BG0617;SPC FL N     -   191,630.      397,020.      MT  (+/- 180 meters Scaled)
 BG0617
 BG0617                          SUPERSEDED SURVEY CONTROL
 BG0617
 BG0617  NGVD 29 (??/??/92)   64.400  (m)          211.29   (f) ADJ UNCH    2 2
 BG0617
 BG0617.Superseded values are not recommended for survey control.
 BG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0617.See file dsdata.txt to determine how the superseded data were derived.
 BG0617
 BG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU364977(NAD 83)
 BG0617_MARKER: DR = REFERENCE MARK DISK
 BG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0617_STAMPING: ANTIOCH NO 2 1957
 BG0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0617+STABILITY: SURFACE MOTION
 BG0617
 BG0617  HISTORY     - Date     Condition        Report By
 BG0617  HISTORY     - 1957     MONUMENTED       CGS
 BG0617  HISTORY     - 1975     GOOD             FLDT
 BG0617  HISTORY     - 1989     GOOD             USPSQD
 BG0617  HISTORY     - 19941018 MARK NOT FOUND   USPSQD
 BG0617
 BG0617                          STATION DESCRIPTION
 BG0617
 BG0617'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 BG0617'6.6 MI SW FROM CRESTVIEW.
 BG0617'FROM THE COURTHOUSE AT CRESTVIEW, GO WEST ON U.S. ROUTE 90 (STATE
 BG0617'ROUTE 10) FOR ABOUT 3.15 MILES TO THE JUNCTION OF STATE ROUTE 4
 BG0617'(ANTIOCH ROAD), THEN SOUTH ON STATE ROUTE 4 FOR ABOUT 2.8 MILES
 BG0617'TO THE BRIDGE OVER INTERSTATE ROUTE 10, THEN WESTERLY ON THE DIRT
 BG0617'ROAD, JUST SOUTH OF INTERSTATE ROUTE 10, FOR ABOUT 0.6 MILE AND
 BG0617'REFERENCE MARK, WHICH IS SET IN THE TOP OF A SQUARE CONCRETE
 BG0617'MONUMENT THAT IS 6 INCHES ABOVE THE GROUND.  IT IS 1.2 FEET
 BG0617'SOUTHEAST OF A METAL WITNESS POST AND 55.3 FEET NORTHWEST OF THE
 BG0617'APPROXIMATE CENTER OF THE DIRT ROAD.  SECTION 35, T 3N, R 24W
 BG0617
 BG0617                          STATION RECOVERY (1989)
 BG0617
 BG0617'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG0617'RECOVERED IN GOOD CONDITION.
 BG0617
 BG0617                          STATION RECOVERY (1994)
 BG0617
 BG0617'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0438 ***********************************************************************
 AL0438  DESIGNATION -  ANTONIO RESET
 AL0438  PID         -  AL0438
 AL0438  STATE/COUNTY-  FL/PASCO
 AL0438  USGS QUAD   -  DADE CITY (1988)
 AL0438
 AL0438                         *CURRENT SURVEY CONTROL
 AL0438  ___________________________________________________________________
 AL0438* NAD 83(1999)-  28 19 29.19225(N)    082 14 51.06717(W)     ADJUSTED  
 AL0438* NAVD 88     -        70.3    (meters)     231.     (feet)  VERTCON   
 AL0438  ___________________________________________________________________
 AL0438  X           -     757,937.649 (meters)                     COMP
 AL0438  Y           -  -5,567,416.052 (meters)                     COMP
 AL0438  Z           -   3,008,257.425 (meters)                     COMP
 AL0438  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AL0438  ELLIP HEIGHT-          44.02  (meters)          (07/06/01) GPS OBS
 AL0438  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AL0438
 AL0438  HORZ ORDER  -  SECOND
 AL0438  ELLP ORDER  -  FOURTH    CLASS II
 AL0438
 AL0438.The horizontal coordinates were established by classical geodetic methods
 AL0438.and adjusted by the National Geodetic Survey in July 2001..
 AL0438
 AL0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL0438
 AL0438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL0438
 AL0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0438
 AL0438.The ellipsoidal height was determined by GPS observations
 AL0438.and is referenced to NAD 83.
 AL0438
 AL0438.The geoid height was determined by GEOID03.
 AL0438
 AL0438;                    North         East     Units Scale Factor Converg.
 AL0438;SPC FL W     -   442,224.053   175,728.374   MT  0.99994844   -0 07 02.8
 AL0438;SPC FL W     - 1,450,863.41    576,535.51   sFT  0.99994844   -0 07 02.8
 AL0438;UTM  17      - 3,133,812.046   377,705.189   MT  0.99978458   -0 35 31.1
 AL0438
 AL0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0438!SPC FL W     -   0.99999309  x   0.99994844  =   0.99994153
 AL0438!UTM  17      -   0.99999309  x   0.99978458  =   0.99977767
 AL0438
 AL0438:                Primary Azimuth Mark                     Grid Az
 AL0438:SPC FL W     -  DADE CITY MUNICIPAL TANK                 051 54 41.4
 AL0438:UTM  17      -  DADE CITY MUNICIPAL TANK                 052 23 09.7
 AL0438
 AL0438|---------------------------------------------------------------------|
 AL0438| PID    Reference Object                     Distance      Geod. Az  |
 AL0438|                                                           dddmmss.s |
 AL0438| AL0426 DADE CITY MUNICIPAL TANK            APPROX. 7.0 KM 0514738.6 |
 AL0438| AL0434 BENTON                              APPROX.10.5 KM 0850555.5 |
 AL0438| CW6705 ANTONIO RM 1                         27.188 METERS 13628     |
 AL0438| AL0477 ZEPHYRHILLS MUNICIPAL TANK          APPROX.11.9 KM 1465353.8 |
 AL0438| CW6706 ANTONIO RM 2                         34.183 METERS 24344     |
 AL0438| CW6704 ANTONIO AZ MK                                      2672404.2 |
 AL0438| AL0544 SAN ANTONIO WATER TANK              APPROX. 2.8 KM 2971838.8 |
 AL0438|---------------------------------------------------------------------|
 AL0438
 AL0438                          SUPERSEDED SURVEY CONTROL
 AL0438
 AL0438  ELLIP H (10/07/92)   43.99   (m)                       GP(       ) 4 2
 AL0438  NAD 83(1990)-  28 19 29.18926(N)    082 14 51.06387(W) AD(       ) 2
 AL0438  NAD 83(1986)-  28 19 29.18418(N)    082 14 51.06413(W) AD(       ) 2
 AL0438  NAD 27      -  28 19 28.18200(N)    082 14 51.76100(W) AD(       ) 2
 AL0438  NGVD 29 (10/07/92)   70.5    (m)          231.     (f) GPS OBS        
 AL0438
 AL0438.Superseded values are not recommended for survey control.
 AL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0438.See file dsdata.txt to determine how the superseded data were derived.
 AL0438
 AL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7770533812(NAD 83)
 AL0438_MARKER: DS = TRIANGULATION STATION DISK
 AL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0438_SP_SET: CONCRETE POST
 AL0438_STAMPING: ANTONIO 1937 1963
 AL0438_MARK LOGO: CGS   
 AL0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0438+STABILITY: SURFACE MOTION
 AL0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0438+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1991
 AL0438
 AL0438  HISTORY     - Date     Condition        Report By
 AL0438  HISTORY     - 1937     MONUMENTED       CGS
 AL0438  HISTORY     - 1945     GOOD             CGS
 AL0438  HISTORY     - 1952     MARK NOT FOUND   USGS
 AL0438  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AL0438  HISTORY     - 1963     GOOD             CGS
 AL0438  HISTORY     - 1975     GOOD             NGS
 AL0438  HISTORY     - 19910131 GOOD             GEOBAS
 AL0438
 AL0438                          STATION DESCRIPTION
 AL0438
 AL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RAE)
 AL0438'THIS STATION IS LOCATED ON THE N SIDE OF AN E AND W GRADED SAND
 AL0438'ROAD, ABOUT 1-1/4 MILES SE OF SAN ANTONIO, FLORIDA, ON THE
 AL0438'PROPERTY OWNED BY THE M. RINEY COMPANY OF WISCONSIN.  MARK IS
 AL0438'IN OPEN PINE AND OAK TIMBERLAND.  28.5 FEET N OF THE CENTER
 AL0438'LINE OF THE GRADED SAND ROAD.  44.3 FEET SW OF 20-INCH PINE
 AL0438'TREE.  34.9 FEET SE OF 15-INCH PINE TREE WITH TRIANGULAR
 AL0438'BLAZE.  MARK PROJECTS ABOUT 3 INCHES.
 AL0438'
 AL0438'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 AL0438'STANDARD BRONZE DISKS SET IN CONCRETE.
 AL0438'
 AL0438'REFERENCE MARK NO. 1 IS 89.20 FEET SE OF THE STATION.  37 FEET
 AL0438'S OF CENTER LINE OF SAND ROAD.  MARK PROJECTS 3 INCHES.
 AL0438'
 AL0438'REFERENCE MARK NO. 2 IS 112.15 FEET SW OF THE STATION.  20 FEET
 AL0438'S OF THE CENTER LINE OF SAND ROAD.  28 FEET NNE OF A 6-INCH
 AL0438'OAK TREE.  MARK PROJECTS 4 INCHES.
 AL0438'
 AL0438'AZIMUTH MARK IS 0.21 MILE W OF STATION ALONG SAND ROAD.  12
 AL0438'FEET S OF CENTER LINE OF SAND ROAD.  2 INCHES N OF FENCE
 AL0438'LINE.  72 FEET E OF ROAD INTERSECTION OF SAND ROAD AND SAND
 AL0438'T-LANE TO THE N.  MARK PROJECTS 3 INCHES.
 AL0438'
 AL0438'TO REACH STATION SITE FROM DADE CITY, FLORIDA, GO W ON ROUTE
 AL0438'34 FROM TRAFFIC LIGHT FOR 0.6 MILE TO JUNCTION OF ROUTE 34 AND
 AL0438'ROUTE 210.  (STANDARD AND GULF FILLING STATIONS IN SW AND SE
 AL0438'CORNERS RESPECTIVELY).  TURN LEFT ON ROUTE 210 (SAN ANTONIO ROAD)
 AL0438'AND PROCEED FOR 3.3 MILES TO A RIGHT TURN IN THE HIGHWAY AND A
 AL0438'SAND ROAD STRAIGHT AHEAD.  WITH A SMALL LAKE TO THE LEFT.  FROM
 AL0438'THIS POINT CONTINUE ON ROUTE 210 FOR 0.45 MILE TO A SAND T-ROAD
 AL0438'LEFT (S) AND A SMALL SHINGLE HOUSE ON THE RIGHT (N).  TURN
 AL0438'LEFT (S) ON THE SAND T-ROAD AT THIS POINT AND GO 0.75 MILE TO
 AL0438'CROSSROADS.  TURN RIGHT (W) AND GO 0.1 MILE TO STATION
 AL0438'SITE ON RIGHT (N).  TO REACH FROM SAN ANTONIO GO E ON ROUTE
 AL0438'210 FOR 0.4 MILE TO SAND T-ROAD S IN FRONT OF THE CATHOLIC
 AL0438'HOME.  TURN S ON SAND ROAD AND GO 0.5 MILE, TURN LEFT AND GO
 AL0438'0.45 MILE, TURN RIGHT (S) GO 0.25 MILE, TURN LEFT (E) AND
 AL0438'JOG S THEN GO E 0.4 MILE TO STATION SITE ON LEFT (N).
 AL0438'
 AL0438'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
 AL0438
 AL0438                          STATION RECOVERY (1945)
 AL0438
 AL0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCB)
 AL0438'CERTAIN CHANGES HAVE OCCURRED WHICH RENDER THE ORIGINAL
 AL0438'DESCRIPTION FOR THIS STATION INADEQUATE.  COMPLETE DESCRIPTION
 AL0438'FOR THE STATION FOLLOWS--
 AL0438'
 AL0438'THE STATION IS LOCATED ON THE NORTH SIDE OF AN EAST AND WEST
 AL0438'GRADED SAND ROAD ABOUT 1-1/4 MILES SE OF SAN ANTONIO, FLORIDA,
 AL0438'ON PROPERTY OWNED BY MR. L. C. HAWS.  THE LAND SOUTH OF THE
 AL0438'ROAD HAS BEEN PLANTED ENTIRELY IN CITRUS GROVES.
 AL0438'
 AL0438'MARK IS IN OPEN PINE AND OAK TIMBERLAND.  28.5 FEET N OF THE
 AL0438'CENTERLINE OF THE GRADED SAND ROAD.  44.3 FEET SW OF A 20 INCH
 AL0438'PINE STUMP 2 FEET HIGH.  34.9 FEET SE OF A 15 INCH PINE STUMP
 AL0438'2 FEET HIGH.  MARK PROJECTS ABOUT 3 INCHES.
 AL0438'
 AL0438'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AL0438'BRONZE DISCS SET IN CONCRETE.
 AL0438'
 AL0438'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED.
 AL0438'
 AL0438'REFERENCE MARK NO. 3 IS 62.83 FEET SE OF STATION.  9 FEET SOUTH
 AL0438'OF CENTERLINE OF SAND ROAD, AND IS STAMPED ANTONIO, 1937,
 AL0438'NO. 3.  MARK PROJECTS 4 INCHES.
 AL0438'
 AL0438'REFERENCE MARK NO. 4 IS 65.7 FEET SW OF STATION.  9 FEET SOUTH
 AL0438'OF CENTERLINE OF SAND ROAD, AND IS STAMPED ANTONIO, 1937,
 AL0438'NO. 4.  MARK PROJECTS 4 INCHES.
 AL0438'
 AL0438'AZIMUTH MARK IS 0.21 MILE W OF STATION ALONG SAND ROAD.  12 FEET
 AL0438'S OF CENTERLINE OF SAND ROAD.  2 INCHES N OF FENCE LINE.  72 FEET
 AL0438'E OF ROAD INTERSECTION OF SAND ROAD AND SAND T-LANE TO THE
 AL0438'N.  MARK PROJECTS 3 INCHES.
 AL0438'
 AL0438'TO REACH STATION SITE FROM DADE CITY, FLORIDA, GO W ON ROUTE 34
 AL0438'FROM TRAFFIC LIGHT FOR 0.6 MILE TO JUNCTION OF ROUTE 34 AND
 AL0438'ROUTE 210.  (STANDARD AND GULF FILLING STATIONS IN SW AND SE
 AL0438'CORNERS RESPECTIVELY).  TURN LEFT ON ROUTE 210 (SAN ANTONIO ROAD)
 AL0438'AND PROCEED FOR 3.3 MILES TO A RIGHT TURN IN THE HIGHWAY AND
 AL0438'A SAND ROAD STRAIGHT AHEAD.  WITH A SMALL LAKE TO THE LEFT.
 AL0438'FROM THIS POINT, CONTINUE ON ROUTE 210 FOR 0.45 MILE TO A SAND
 AL0438'T-ROAD LEFT (S) AND A SMALL SHINGLE HOUSE ON THE RIGHT (N).
 AL0438'TURN LEFT (S) ON THE SAND T-ROAD AT THIS POINT AND GO 0.75
 AL0438'MILE TO CROSSROADS.  TURN RIGHT (W) AND GO 0.1 MILE TO
 AL0438'STATION SITE ON RIGHT (N).  TO REACH FROM SAN ANTONIO GO E ON
 AL0438'ROUTE 210 FOR 0.4 MILE TO SAND T-ROAD S IN FRONT OF THE
 AL0438'CATHOLIC HOME.  TURN S ON SAND ROAD AND GO 0.5 MILE, TURN
 AL0438'LEFT AND GO 0.45 MILE, TURN RIGHT (S) GO 0.25 MILE, TURN LEFT
 AL0438'(E) AND JOG S THEN GO E 0.4 MILE TO STATION SITE ON LEFT
 AL0438'(N).
 AL0438'
 AL0438'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
 AL0438
 AL0438                          STATION RECOVERY (1952)
 AL0438
 AL0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AL0438'STATION NOT FOUND.  ORANGE GROWER NEARBY SAID HE SAW IT OUT OF
 AL0438'THE GROUND AND LATER REMOVED FROM THE AREA.
 AL0438'
 AL0438'REFERENCE MARKS COULD NOT BE FOUND EITHER.
 AL0438
 AL0438                          STATION RECOVERY (1963)
 AL0438
 AL0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AL0438'THE SURFACE MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 AL0438'WERE DESTROYED BY FARM MACHINERY.  THE SUB-SURFACE MARK WAS
 AL0438'RECOVERED IN GOOD CONDITION.  A NEW SURFACE MARK AND
 AL0438'TWO NEW REFERENCE MARKS WERE SET.  THE STATION IS LOCATED ABOUT
 AL0438'4.5 MILES SOUTHWEST OF DADE CITY, 1.5 MILES SOUTHEAST OF SAN
 AL0438'ANTONIO AND 1 MILE SOUTHEAST OF ST. LEO, ON THE NORTH SIDE OF
 AL0438'A COUNTY ROAD RUNNING BETWEEN TWO ORANGE GROVES.
 AL0438'
 AL0438'TO REACH THE STATION FROM THE WATER TANK IN ST. LEO, GO EAST
 AL0438'ON STATE ROAD 52 FOR 0.45 MILE TO WICHERS ROAD, RIGHT, AND HOLY
 AL0438'NAME PRIORY BUILDING ON THE LEFT.  TURN RIGHT AND GO SOUTH ON
 AL0438'WICHERS ROAD FOR 0.45 MILE TO WHERE THE MAIN ROAD TURNS LEFT
 AL0438'WITH A SAND ROAD STRAIGHT AHEAD.  TURN LEFT AND FOLLOW THE MAIN
 AL0438'WINDING ROAD FOR 0.95 MILE TO WHERE THE MAIN ROAD TURNS LEFT
 AL0438'WITH A DIRT ROAD STRAIGHT AHEAD.  TURN LEFT FOLLOWING THE MAIN
 AL0438'ROAD EAST TO THE HIGHEST POINT IN THE ROAD AND THE STATION ON
 AL0438'THE LEFT.  STATION MARK IS A STANDARD DISK, STAMPED ANTONIO
 AL0438'1937 1963, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 AL0438'PROJECTING 4 INCHES, 240.7 FEET NORTHWEST OF THE CENTER
 AL0438'OF THE FIRST POWER POLE WEST OF A POLE WITH A TRANSFORMER,
 AL0438'148.5 FEET NORTHEAST OF ANOTHER POWER POLE, 41.6 FEET NORTH
 AL0438'OF THE POLE LINE, 23.5 FEET NORTH OF THE CENTER OF THE
 AL0438'ROAD, 1 FOOT EAST OF A 4-INCH POST PROJECTING 6 FEET AND 1
 AL0438'FOOT WEST OF A WITNESS SIGN.  REFERENCE MARK 5 IS A STANDARD
 AL0438'DISK, STAMPED ANTONIO NO 5 1937 1963, SET IN THE TOP OF AN
 AL0438'8-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES, 18 FEET
 AL0438'SOUTH OF THE CENTER OF THE ROAD AND 2 FEET WEST OF A POWER
 AL0438'POLE.  REFERENCE MARK 6 IS A STANDARD DISK, STAMPED ANTONIO NO
 AL0438'6 1937 1963, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 AL0438'MONUMENT PROJECTING 2 INCHES, 18 FEET SOUTH OF THE CENTER OF
 AL0438'THE ROAD AND 2 FEET EAST OF A POWER POLE.  THERE IS NO
 AL0438'AZIMUTH MARK.
 AL0438
 AL0438                          STATION RECOVERY (1963)
 AL0438
 AL0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 AL0438'RECOVERED IN GOOD CONDITION.
 AL0438
 AL0438                          STATION RECOVERY (1975)
 AL0438
 AL0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CBM)
 AL0438'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 AL0438'5 AND 6 WERE NOT RECOVERED AFTER A THOROUGH SEARCH, HOWEVER
 AL0438'REFERENCE MARKS 3 AND 4, DESCRIBED AS BEING DESTROYED BY
 AL0438'V.R.S. IN 1963 WERE FOUND MUTILATED.  THE DISKS WERE REMOVED
 AL0438'AT THIS TIME.  NO ADDITIONAL REFERENCE MARKS WERE ESTABLISHED
 AL0438'BY THIS PARTY.  STATION LOCATION AND TO REACH BY V.R.S. IN 1963
 AL0438'IS ADEQUATE.  A NEW DESCRIPTION OF STATION MARK FOLLOWS.
 AL0438'
 AL0438'STATION MARK IS A STANDARD DISK, STAMPED ANTONIO 1937 1963, SET
 AL0438'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 AL0438'ABOVE THE GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 AL0438'1.4 FEET EAST OF ANOTHER METAL WITNESS POST, 21.0 FEET NORTH OF
 AL0438'CENTER OF A SAND ROAD, 63.3 FEET NORTHWEST OF A POWERLINE POLE
 AL0438'NUMBER 002 WITH A TRIANGULAR METAL TAG ATTACHED AND 84.6 FEET
 AL0438'WEST-SOUTHWEST OF SOUTHWEST LEG OF THE STEEL LOOKOUT TOWER.
 AL0438'
 AL0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AL0438'2 MILES SOUTHEAST OF SAN ANTONIO.
 AL0438
 AL0438                          STATION RECOVERY (1991)
 AL0438
 AL0438'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991
 AL0438'THE STATION IS LOCATED 1 MI (1.61 KM) SOUTH OF ST. LEO AND 4 MI
 AL0438'(6.44 KM) SOUTHWEST OF DADE CITY, AT THE ST. LEO FIRE TOWER.
 AL0438'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AL0438'ROAD 54 WEST OF SAN ANTONIO, GO EAST ON STATE ROAD 54, 3.8 MI
 AL0438'(6.12 KM) TO WICHERS ROAD ON THE RIGHT AND GO SOUTHERLY ON WICHERS
 AL0438'ROAD, 1.1 MI (1.77 KM) TO THE INTERSECTION OF WICHERS ROAD, MC CABE
 AL0438'ROAD AND WILLIAMS CEMETARY ROAD, TURN LEFT AND FOLLOW WILLIAMS
 AL0438'CEMETARY ROAD EAST, 0.3 MI (0.48 KM) TO THE END OF THE PAVEMENT,
 AL0438'CONTINUE TO FOLLOW WILLIAMS CEMETARY ROAD SOUTHEAST AND EAST, 0.4 MI
 AL0438'(0.64 KM) TO THE STATION ON THE LEFT.
 AL0438'THE STATION IS A C.G.S. TRIANGULATION DISK STAMPED ---ANTONIO 1937
 AL0438'1963--- SET IN 8-INCH SQUARE CONCRETE THAT IN 4-INCHES ABOVE THE
 AL0438'GROUND. IT IS 21.0 FT (6.40 M) NORTH OF THE CENTER OF WILLIAMS
 AL0438'CEMETARY ROAD (DIRT), 1.5 FT (0.46 M) NORTH OF A CHAIN LINK FENCE,
 AL0438'45.0 FT (13.72 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE
 AL0438'TRAILER, 35.0 FT (10.67 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AL0438'HOUSE TRAILER AND 33.0 FT (10.06 M) SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0458 ***********************************************************************
 AS0458  DESIGNATION -  AP 1 FLDNR
 AS0458  PID         -  AS0458
 AS0458  STATE/COUNTY-  FL/FRANKLIN
 AS0458  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0458
 AS0458                         *CURRENT SURVEY CONTROL
 AS0458  ___________________________________________________________________
 AS0458* NAD 83(1986)-  29 54 11.     (N)    084 21 00.     (W)     SCALED    
 AS0458* NAVD 88     -         3.055  (meters)      10.02   (feet)  ADJUSTED  
 AS0458  ___________________________________________________________________
 AS0458  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AS0458  DYNAMIC HT  -           3.051 (meters)      10.01  (feet)  COMP
 AS0458  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 AS0458
 AS0458  VERT ORDER  -  SECOND    CLASS I
 AS0458
 AS0458.The horizontal coordinates were scaled from a topographic map and have
 AS0458.an estimated accuracy of +/- 6 seconds.
 AS0458
 AS0458.The orthometric height was determined by differential leveling
 AS0458.and adjusted by the National Geodetic Survey in June 1991..
 AS0458
 AS0458.The geoid height was determined by GEOID03.
 AS0458
 AS0458.The dynamic height is computed by dividing the NAVD 88
 AS0458.geopotential number by the normal gravity value computed on the
 AS0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0458.degrees latitude (g = 980.6199 gals.).
 AS0458
 AS0458.The modeled gravity was interpolated from observed gravity values.
 AS0458
 AS0458;                    North         East    Units  Estimated Accuracy
 AS0458;SPC FL N     -   100,110.      614,490.      MT  (+/- 180 meters Scaled)
 AS0458
 AS0458                          SUPERSEDED SURVEY CONTROL
 AS0458
 AS0458.No superseded survey control is available for this station.
 AS0458
 AS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU558109(NAD 83)
 AS0458_MARKER: DB = BENCH MARK DISK
 AS0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0458_SP_SET: CONCRETE POST
 AS0458_STAMPING: AP 1 CLB 1978
 AS0458_MARK LOGO: FLDNR 
 AS0458_PROJECTION: FLUSH
 AS0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0458+STABILITY: SURFACE MOTION
 AS0458
 AS0458  HISTORY     - Date     Condition        Report By
 AS0458  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0458  HISTORY     - 1979     GOOD             FLDNR
 AS0458  HISTORY     - 1983     GOOD             FLDNR
 AS0458  HISTORY     - 1989     GOOD             USPSQD
 AS0458  HISTORY     - 19980418 GOOD             USPSQD
 AS0458
 AS0458                          STATION DESCRIPTION
 AS0458
 AS0458'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0458'7.0 MI SOUTH FROM PANACEA.
 AS0458'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED SOUTH AND WEST
 AS0458'3.8 MILES ON CR 370 TO THE MARK, WHICH BEARS 49.7 FEET NORTHEAST OF
 AS0458'CR 370 CENTERLINE, 67 FEET EAST SOUTHEAST OF A POWER POLE, AND 268
 AS0458'FEET WEST NORTHWEST OF A PAVED ROAD LEADING NORTH.
 AS0458'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 AS0458
 AS0458                          STATION RECOVERY (1983)
 AS0458
 AS0458'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0458'RECOVERED IN GOOD CONDITION.
 AS0458
 AS0458                          STATION RECOVERY (1989)
 AS0458
 AS0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0458'RECOVERED IN GOOD CONDITION.
 AS0458
 AS0458                          STATION RECOVERY (1998)
 AS0458
 AS0458'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2102 ***********************************************************************
 AG2102  SACS        -  This is a Secondary Airport Control Station.
 AG2102  DESIGNATION -  AP 1966 STA F
 AG2102  PID         -  AG2102
 AG2102  STATE/COUNTY-  FL/HILLSBOROUGH
 AG2102  USGS QUAD   -  GANDY BRIDGE (1987)
 AG2102
 AG2102                         *CURRENT SURVEY CONTROL
 AG2102  ___________________________________________________________________
 AG2102* NAD 83(1999)-  27 57 46.91750(N)    082 32 34.45939(W)     ADJUSTED  
 AG2102* NAVD 88     -         2.38   (meters)       7.8    (feet)  GPS OBS   
 AG2102  ___________________________________________________________________
 AG2102  X           -     731,671.580 (meters)                     COMP
 AG2102  Y           -  -5,589,940.947 (meters)                     COMP
 AG2102  Z           -   2,972,876.929 (meters)                     COMP
 AG2102  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AG2102  ELLIP HEIGHT-         -22.53  (meters)          (02/19/02) GPS OBS
 AG2102  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AG2102
 AG2102  HORZ ORDER  -  B
 AG2102  ELLP ORDER  -  FIFTH     CLASS I
 AG2102
 AG2102.This mark is at Tampa Int'l Airport (TPA)
 AG2102
 AG2102.The horizontal coordinates were established by GPS observations
 AG2102.and adjusted by the National Geodetic Survey in May 2001..
 AG2102
 AG2102.The orthometric height was determined by GPS observations and a
 AG2102.high-resolution geoid model.
 AG2102
 AG2102.GPS derived orthometric heights for airport stations designated as
 AG2102.PACS or SACS are published to 2 decimal places.  This maintains
 AG2102.centimeter relative accuracy between the PACS and SACS.  It does
 AG2102.not indicate centimeter accuracy relative to other marks which are
 AG2102.part of the NAVD 88 network.
 AG2102
 AG2102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG2102
 AG2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2102
 AG2102.The ellipsoidal height was determined by GPS observations
 AG2102.and is referenced to NAD 83.
 AG2102
 AG2102.The geoid height was determined by GEOID03.
 AG2102
 AG2102;                    North         East     Units Scale Factor Converg.
 AG2102;SPC FL W     -   402,231.205   146,583.290   MT  0.99997638   -0 15 16.5
 AG2102;SPC FL W     - 1,319,653.55    480,915.34   sFT  0.99997638   -0 15 16.5
 AG2102;UTM  17      - 3,094,065.629   348,235.559   MT  0.99988429   -0 43 25.0
 AG2102
 AG2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG2102!SPC FL W     -   1.00000354  x   0.99997638  =   0.99997992
 AG2102!UTM  17      -   1.00000354  x   0.99988429  =   0.99988783
 AG2102
 AG2102:                Primary Azimuth Mark                     Grid Az
 AG2102:SPC FL W     -  EGYPT A AZ MK                            001 51 22.5
 AG2102:UTM  17      -  EGYPT A AZ MK                            002 19 31.0
 AG2102
 AG2102|---------------------------------------------------------------------|
 AG2102| PID    Reference Object                     Distance      Geod. Az  |
 AG2102|                                                           dddmmss.s |
 AG2102| AG2101 EGYPT A AZ MK                       APPROX. 2.7 KM 0013606.0 |
 AG2102|---------------------------------------------------------------------|
 AG2102
 AG2102                          SUPERSEDED SURVEY CONTROL
 AG2102
 AG2102  ELLIP H (05/31/01)  -22.56   (m)                       GP(       ) 5 1
 AG2102  NAD 83(1990)-  27 57 46.91593(N)    082 32 34.45872(W) AD(       ) B
 AG2102  ELLIP H (03/31/95)  -22.56   (m)                       GP(       ) 3 2
 AG2102  NAD 83(1990)-  27 57 46.91754(N)    082 32 34.45812(W) AD(       ) 2
 AG2102  NAD 83(1986)-  27 57 46.92321(N)    082 32 34.46939(W) AD(       ) 2
 AG2102  NAD 27      -  27 57 45.84870(N)    082 32 35.12283(W) AD(       ) 2
 AG2102  NGVD 29 (03/31/95)    2.64   (m)            8.7    (f) LEVELING    3  
 AG2102
 AG2102.Superseded values are not recommended for survey control.
 AG2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2102.See file dsdata.txt to determine how the superseded data were derived.
 AG2102
 AG2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4823694066(NAD 83)
 AG2102_MARKER: DT = TOPOGRAPHIC STATION DISK
 AG2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG2102_STAMPING: AP 1966 STA F
 AG2102_MARK LOGO: CGS   
 AG2102_PROJECTION: FLUSH
 AG2102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG2102+STABILITY: SURFACE MOTION
 AG2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG2102+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1999
 AG2102
 AG2102  HISTORY     - Date     Condition        Report By
 AG2102  HISTORY     - 1966     MONUMENTED       CGS
 AG2102  HISTORY     - 1982     GOOD             FL-057
 AG2102  HISTORY     - 19910615 GOOD             NGS
 AG2102  HISTORY     - 19930208 GOOD             NOS
 AG2102  HISTORY     - 19960129 GOOD             NGS
 AG2102  HISTORY     - 19990212 GOOD             NGS
 AG2102
 AG2102                          STATION DESCRIPTION
 AG2102
 AG2102'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW)
 AG2102'STATION WAS RECOVERED IN GOOD CONDITION.
 AG2102'STATION IS LOCATED AT TAMPA INTERNATIONAL AIRPORT.
 AG2102'
 AG2102'TO REACH THE STATION FROM I-275 AND STATE RD. 60, GO NORTH
 AG2102'1 MI. AND TAKE AIRPORT ROAD. PROCEED TO MAIN BUILDING AND
 AG2102'OBTAIN PERMISSION TO ENTER RUNWAY FROM OPERATIONS DEPT.
 AG2102'
 AG2102'THE STATION IS A STANDARD N.G.S. DISK STAMPED---AP 1966 STA F---
 AG2102'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH
 AG2102'THE GROUND.
 AG2102'
 AG2102'LOCATED 175 FEET WEST FROM THE CENTERLINE OF RUNWAY 36L,
 AG2102'64.5 FEET WEST FROM WEST EDGE OF BLAST PAD, 101 FEET SOUTHWEST
 AG2102'FROM MOST WESTERLY LIGHT OF A ROW OF LIGHTS, 4.3 FEET EAST
 AG2102'FROM A METAL WITNESS POST.
 AG2102
 AG2102                          STATION RECOVERY (1991)
 AG2102
 AG2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AG2102'THE STATION IS ON THE TAMPA INTERNATIONAL AIRPORT 175.0 FT (53.3 M)
 AG2102'WEST OF THE CENTERLINE OF RUNWAY 36L 64.0 FT (19.5 M) WEST OF THE WEST
 AG2102'EDGE OF THE BLAST PAD AND 100.0 FT (30.5 M) SOUTH OF THE END OF THE
 AG2102'RUNWAY EXTENDED IT IS A STANDARD DISK STAMPED AP 1966 STA F.
 AG2102
 AG2102                          STATION RECOVERY (1993)
 AG2102
 AG2102'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AG2102'RECOVERED AS DESCRIBED.
 AG2102
 AG2102                          STATION RECOVERY (1996)
 AG2102
 AG2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AG2102'NOTE--A THREE WEEK ADVANCE NOTICE IS REQUIRED TO CLOSE DOWN ANY
 AG2102'RUNWAYS.  THE STATION IS LOCATED ON THE NORTHWEST SIDE OF TAMPA AT THE
 AG2102'TAMPA INTERNATIONAL AIRPORT, ALONG THE WEST SIDE OF THE BLASTPAD OF
 AG2102'RUNWAY END 36L, AND NEAR THE SOUTHWEST CORNER OF THE AIRFIELD.
 AG2102'OWNERSHIP--HILLSBOROUGH COUNTY AVIATION AUTHORITY.  DAN PESONEN IS
 AG2102'SUPERVISOR OF NAV-COM.  CONTACT HIM FOR AN ESCORT TO THIS STATION.
 AG2102'PHONE 813-348-1565.  JOE EYTALLIS IS SUPERVISOR OF ENVIRONMENTAL
 AG2102'SUPPORT UNIT.  CONTACT HIM FOR BADGES.  PHONE 813-348-1565.  JOHN
 AG2102'MCCARTY IS IN AIR TRAFFIC.  CONTACT HIM TO COORDINATE RUNWAY
 AG2102'SHUTDOWNS.  PHONE 872-528-1529.  TO REACH FROM THE JUNCTION OF STATE
 AG2102'HIGHWAYS 60 AND 616, AND THE AIRPORT ENTRANCE ROAD IN NORTHWEST TAMPA,
 AG2102'GO NORTHERLY ON THE AIRPORT ENTRANCE ROAD FOR 2.25 KM (1.40 MI) TO A
 AG2102'PAVED Y-JUNCTION.  BEAR RIGHT, NORTHERLY, ON THE ROAD FOR 0.32 KM
 AG2102'(0.20 MI) TO A PAVED Y-JUNCTION.  BEAR RIGHT, NORTH AND NORTHWEST, ON
 AG2102'THE ROAD FOR 0.72 KM (0.45 MI) TO A DOUBLE ENTRANCE ROAD ON THE LEFT.
 AG2102'TURN LEFT, ON THE WEST ONE OF THE TWO ROADS LEADING SOUTH, EAST, THEN
 AG2102'NORTH, FOR 0.32 KM (0.20 MI) TO THE FRONT DOOR OF THE FAA BUILDING ON
 AG2102'THE LEFT.  MEET ESCORT HERE.  THE STATION IS SET IN THE TOP OF A 25 CM
 AG2102'CONCRETE POST RECESSED 10 CM.  IT IS 42.7 M (140.1 FT) SOUTHWEST OF
 AG2102'THE SOUTHWEST CORNER OF THE RUNWAY, 29.8 M (97.8 FT) SOUTH OF THE
 AG2102'EXTENSION OF THE RUNWAY END, 29.6 M (97.1 FT) SOUTHWEST OF THE
 AG2102'SOUTHWEST CORNER OF THE CONCRETE PAD OF THE THRESHOLD BAR, 23.0 M
 AG2102'(75.5 FT) WEST OF THE WEST ONE OF FIVE RED LIGHTS ON THE BLASTPAD,
 AG2102'19.6 M (64.3 FT) WEST OF THE WEST EDGE OF THE BLASTPAD, AND 0.25 M
 AG2102'(0.82 FT) EAST OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION IS
 AG2102'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AG2102
 AG2102                          STATION RECOVERY (1999)
 AG2102
 AG2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AG2102'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4492 ***********************************************************************
 AA4492  DESIGNATION -  AP 1969 STA A2 DAB
 AA4492  PID         -  AA4492
 AA4492  STATE/COUNTY-  FL/VOLUSIA
 AA4492  USGS QUAD   -  DAYTONA BEACH (1993)
 AA4492
 AA4492                         *CURRENT SURVEY CONTROL
 AA4492  ___________________________________________________________________
 AA4492* NAD 83(1999)-  29 10 36.15155(N)    081 04 07.78972(W)     ADJUSTED  
 AA4492* NAVD 88     -         8.03   (+/-2cm)      26.3    (feet)  VERTCON   
 AA4492  ___________________________________________________________________
 AA4492  X           -     865,242.483 (meters)                     COMP
 AA4492  Y           -  -5,505,725.463 (meters)                     COMP
 AA4492  Z           -   3,091,006.842 (meters)                     COMP
 AA4492  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA4492  ELLIP HEIGHT-         -20.33  (meters)          (06/19/01) GPS OBS
 AA4492  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AA4492
 AA4492  HORZ ORDER  -  FIRST
 AA4492  VERT ORDER  -  THIRD ? (See Below)
 AA4492  ELLP ORDER  -  FOURTH    CLASS I
 AA4492
 AA4492.This mark is at Daytona Beach Airport (DAB)
 AA4492
 AA4492.The horizontal coordinates were established by GPS observations
 AA4492.and adjusted by the National Geodetic Survey in June 2001..
 AA4492
 AA4492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4492.The vertical order pertains to the NGVD 29 superseded value.
 AA4492
 AA4492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4492
 AA4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4492
 AA4492.The ellipsoidal height was determined by GPS observations
 AA4492.and is referenced to NAD 83.
 AA4492
 AA4492.The geoid height was determined by GEOID03.
 AA4492
 AA4492;                    North         East     Units Scale Factor Converg.
 AA4492;SPC FL E     -   536,616.760   193,305.065   MT  0.99994173   -0 02 00.8
 AA4492;SPC FL E     - 1,760,550.15    634,201.70   sFT  0.99994173   -0 02 00.8
 AA4492;UTM  17      - 3,227,565.650   493,307.349   MT  0.99960055   -0 02 00.8
 AA4492
 AA4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4492!SPC FL E     -   1.00000319  x   0.99994173  =   0.99994492
 AA4492!UTM  17      -   1.00000319  x   0.99960055  =   0.99960374
 AA4492
 AA4492                          SUPERSEDED SURVEY CONTROL
 AA4492
 AA4492  NAD 83(1990)-  29 10 36.15058(N)    081 04 07.78935(W) AD(       ) 1
 AA4492  ELLIP H (01/31/95)  -20.27   (m)                       GP(       ) 5 1
 AA4492  NGVD 29 (01/31/95)    8.38   (m)           27.5    (f) LEVELING    3  
 AA4492
 AA4492.Superseded values are not recommended for survey control.
 AA4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4492.See file dsdata.txt to determine how the superseded data were derived.
 AA4492
 AA4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9330727566(NAD 83)
 AA4492_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4492_STAMPING: AP 1969 STA A2 DAB
 AA4492_MARK LOGO: CGS   
 AA4492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4492+STABILITY: SURFACE MOTION
 AA4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4492+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AA4492
 AA4492  HISTORY     - Date     Condition        Report By
 AA4492  HISTORY     - 1969     MONUMENTED       CGS
 AA4492  HISTORY     - 19690615 GOOD             CGS
 AA4492
 AA4492                          STATION DESCRIPTION
 AA4492
 AA4492'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMR)
 AA4492'LOCATED AT THE DAYTONA BEACH INTERNATIONAL AIRPORT SOUTWEST OF THE
 AA4492'CITY OF DAYTONA BEACH, FL WHICH IS 2 MI (3.2 KM) NORTHEAST OF THE
 AA4492'INTERSECTION OF I-95 AND U.S. 92. MARK IS LOCATED IN THE SOUTHWEST
 AA4492'SECTION OF THE AIRPORT ON THE NORTH SIDE OF THE APPROACH END OF RUNWAY
 AA4492'7L. STATION IS ON A SECURE AIRFIELD AND ACCESS MUST BE GAINED BY
 AA4492'CONTACTING THE AIRPORT ADMINISTRATION OFFICE. PHONE (904) 248-8030. TO
 AA4492'REACH THE STATION FROM THE TERMINAL BUILDING, PROCEED SOUTHWEST
 AA4492'ACCROSS THE RAMP TO TAXIWAY N. TURN SOUTHWEST ON TAXIWAY N FOR 0.5 MI
 AA4492'(0.8 KM) AND THE STATION ON THE LEFT IN A GRASS ISLAND FORMED BY
 AA4492'TAXIWAY N, TAXIWAY N1, AND RUNWAY 7L-25R. IT IS 174.9 FT (53.3 M)
 AA4492'NORTH-NORTHWEST OF THE CENTERLINE OF RUNWAY 7L-25R, 95.3 FT (29.0 M)
 AA4492'SOUTHEAST OF THE SOUTHWEST CORNER OF AN IRON DRAIN GATE, 91.5 FT (27.9
 AA4492'M) NORTH OF THE 1ST RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY, AND
 AA4492'85.8 FT (26.2 M) NORTHWEST OF THE 2ND TAXIWAY LIGHT. STATION IS A
 AA4492'STANDARD TOPOGRAPHIC DISK SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH
 AA4492'GROUND SURFACE.
 AA4492
 AA4492                          STATION RECOVERY (1969)
 AA4492
 AA4492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AA4492'THE STATION IS LOCATED IN THE GRASS ISLAND NORTHEAST OF RUNWAY END 7L
 AA4492'289.0 FT (88.1 M) NORTHEAST OF THE RUNWAY END 174.9 FT (53.3 M)
 AA4492'NORTH-NORTHWEST OF THE CENTERLINE OF RUNWAY 7L-25R 95.3 FT (29.0 M)
 AA4492'SOUTHEAST OF THE SOUTHEAST CORNER OF A 2 BY 3 FT (0.9 M) IRON DRAIN
 AA4492'GRATE 91.5 FT (27.9 M) NORTH OF THE FIRST RUNWAY LIGHT ON THE
 AA4492'NORTHERLY SIDE OF THE RUNWAY AND 85.8 FT (26.2 M) NORTHWEST OF THE
 AA4492'SECOND TXWY LIGHT THE STATION IS MARKED WITH A STANDARD CGS
 AA4492'TOPOGRAPHIC STATION DISK STAMPED AP 1969 STA A2 DAB SET IN THE TOP OF
 AA4492'A CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1816 ***********************************************************************
 AA1816  SACS        -  This is a Secondary Airport Control Station.
 AA1816  DESIGNATION -  AP 1971 TMB STA B2
 AA1816  PID         -  AA1816
 AA1816  STATE/COUNTY-  FL/MIAMI-DADE
 AA1816  USGS QUAD   -  SOUTH MIAMI NW (1988)
 AA1816
 AA1816                         *CURRENT SURVEY CONTROL
 AA1816  ___________________________________________________________________
 AA1816* NAD 83(1999)-  25 39 13.93210(N)    080 25 29.78655(W)     ADJUSTED  
 AA1816* NAVD 88     -         1.34   (meters)       4.4    (feet)  GPS OBS   
 AA1816  ___________________________________________________________________
 AA1816  X           -     956,952.487 (meters)                     COMP
 AA1816  Y           -  -5,672,859.262 (meters)                     COMP
 AA1816  Z           -   2,744,535.986 (meters)                     COMP
 AA1816  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AA1816  ELLIP HEIGHT-         -23.38  (meters)          (01/17/02) GPS OBS
 AA1816  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AA1816
 AA1816  HORZ ORDER  -  FIRST
 AA1816  ELLP ORDER  -  FOURTH    CLASS I
 AA1816
 AA1816.This mark is at Kendall-Tamiami Exec Airport (TMB)
 AA1816
 AA1816.The horizontal coordinates were established by GPS observations
 AA1816.and adjusted by the National Geodetic Survey in June 2001..
 AA1816
 AA1816.The orthometric height was determined by GPS observations and a
 AA1816.high-resolution geoid model.
 AA1816
 AA1816.GPS derived orthometric heights for airport stations designated as
 AA1816.PACS or SACS are published to 2 decimal places.  This maintains
 AA1816.centimeter relative accuracy between the PACS and SACS.  It does
 AA1816.not indicate centimeter accuracy relative to other marks which are
 AA1816.part of the NAVD 88 network.
 AA1816
 AA1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1816
 AA1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1816
 AA1816.The ellipsoidal height was determined by GPS observations
 AA1816.and is referenced to NAD 83.
 AA1816
 AA1816.The geoid height was determined by GEOID03.
 AA1816
 AA1816;                    North         East     Units Scale Factor Converg.
 AA1816;SPC FL E     -   146,396.418   257,738.505   MT  0.99998233   +0 14 56.3
 AA1816;SPC FL E     -   480,302.25    845,597.08   sFT  0.99998233   +0 14 56.3
 AA1816;UTM  17      - 2,837,478.450   557,718.805   MT  0.99964114   +0 14 56.3
 AA1816
 AA1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1816!SPC FL E     -   1.00000367  x   0.99998233  =   0.99998600
 AA1816!UTM  17      -   1.00000367  x   0.99964114  =   0.99964481
 AA1816
 AA1816                          SUPERSEDED SURVEY CONTROL
 AA1816
 AA1816  ELLIP H (06/19/01)  -23.62   (m)                       GP(       ) 4 1
 AA1816  ELLIP H (01/05/98)  -23.38   (m)                       GP(       ) 4 2
 AA1816  NAD 83(1990)-  25 39 13.93087(N)    080 25 29.78531(W) AD(       ) 1
 AA1816  ELLIP H (11/21/94)  -23.62   (m)                       GP(       ) 4 2
 AA1816  NGVD 29 (11/21/94)    1.79   (m)            5.9    (f) LEVELING    3  
 AA1816
 AA1816.Superseded values are not recommended for survey control.
 AA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1816.See file dsdata.txt to determine how the superseded data were derived.
 AA1816
 AA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5771937478(NAD 83)
 AA1816_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1816_SP_SET: CONCRETE POST
 AA1816_STAMPING: AP 1971 TMB STA B2
 AA1816_MARK LOGO: CGS   
 AA1816_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1816+STABILITY: SURFACE MOTION
 AA1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1816+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 AA1816
 AA1816  HISTORY     - Date     Condition        Report By
 AA1816  HISTORY     - 1971     MONUMENTED       CGS
 AA1816  HISTORY     - 19900615 GOOD             CGS
 AA1816  HISTORY     - 19960124 GOOD             NGS
 AA1816
 AA1816                          STATION DESCRIPTION
 AA1816
 AA1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (JRH)
 AA1816'THE STATION IS LOCATED ON THE EAST SIDE OF KENDALL-TAMIAMI EXECUTIVE
 AA1816'AIRPORT NEAR RUNWAY END 27R IN MIAMI, FLORIDA. TO REACH THE STATION
 AA1816'FROM THE INTERSECTION OF SOUTHWEST 88TH STREET (KENDALL DRIVE) AND
 AA1816'SOUTHWEST 137TH AVENUE (LINDGREN ROAD) PROCEED SOUTH ON SOUTHWEST
 AA1816'137TH AVENUE FOR 2.65 MI (4.26 KM) TO SOUTHWEST 128TH STREET. TURN
 AA1816'RIGHT AND PROCEED WEST FOR 0.2 MI (0.3 KM) TO SOUTHWEST 139TH AVENUE.
 AA1816'TURN RIGHT AND PROCEED NORTH ON 139TH AVENUE FOR 0.1 MI (0.2 KM) TO A
 AA1816'GATE AND END OF PAVEMENT.  PASS THROUGH THE GATE AND FOLLOW THE
 AA1816'LOCALIZER ROAD WHICH CONTINUES NORTH FOR 0.3 MI (0.5 KM) TO THE
 AA1816'LOCALIZER BUILDING AND A DIM TRACK ROAD WHICH TURNS WEST.  FOLLOW THE
 AA1816'DIM TRACK ROAD FOR 0.2 MI (0.3 KM) WEST TO ITS END. CONTINUE WEST
 AA1816'ACROSS THE FIELD AND ALONG THE BASE OF THE LEVEE FOR 0.05 MI (0.08 KM)
 AA1816'AND THE STATION ON THE LEFT. THE STATION IS 214.97 FT (65.52 M) NORTH
 AA1816'OF CENTERLINE END RUNWAY 27R AND 157.6 FT (48.0 M) NORTHEAST OF THE
 AA1816'FIRST RUNWAY LIGHT ALONG THE NORTH EDGE OF THE RUNWAY AND IS WEST OF
 AA1816'THE RUNWAY END. THE STATION IS A CGS TOPOGRAPHIC STAMPED AP 1971 TMB
 AA1816'STA A AND SET FLUSH WITH THE GROUND IN A 10 INCH MONUMENT. FOR ACCESS
 AA1816'TO STATION AND THE AIRPORT, CONTACT MR. CLAIR SHERRICK, MANAGER,
 AA1816'KENDALL-TAMIAMI EXECUTIVE AIRPORT, 12800 SOUTHWEST 137TH AVENUE,
 AA1816'MIAMI, FLORIDA 33188, PHONE (305) 238-6093. DESCRIBED BY RALPH A.
 AA1816'HARRELL, CHIEF OF NOS PARTY.
 AA1816
 AA1816                          STATION RECOVERY (1990)
 AA1816
 AA1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1990
 AA1816'THE STATION IS LOCATED IN THE GRASS AREA BETWEEN RUNWAY END 27R AND A
 AA1816'LARGE POND ALONG RUNWAY 9L/27R 214.97 FT (65.52 M) NORTH OF THE
 AA1816'CENTERLINE END OF THE RUNWAY AND 157.6 FT (48.0 M) NORTHEAST OF THE
 AA1816'FIRST RUNWAY LIGHT ALONG THE NORTH EDGE OF THE RUNWAY THAT IS WEST OF
 AA1816'THE RUNWAY END (LIGHT NUMBER A-33) THE STATION IS MARKED WITH A
 AA1816'STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED AP 1971 TMB STA B 2 SET
 AA1816'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 AA1816'SURFACE OF THE GROUND.
 AA1816
 AA1816                          STATION RECOVERY (1996)
 AA1816
 AA1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA1816'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHWEST OF MIAMI,
 AA1816'FL.  AND ABOUT 12.8 KM (7.95 MI) SOUTHWEST OF KENDALL, FL.  AT THE
 AA1816'KENDALL-TAMIAMI EXECUTIVE AIRPORT, IN THE GRASS, NEAR THE NORTHEAST
 AA1816'END OF RUNWAY 27R, NORTH OF AND IN LINE WITH THE EAST END OF RUNWAY
 AA1816'END 27R.  OWNERSHIP--MIAMI INTERNATIONAL AIRPORT AVIATION DEPARTMENT,
 AA1816'KENDALL-TAMIAMI EXECUTIVE AIRPORT, 12800 SOUTH WEST 137TH AVENUE,
 AA1816'MIAMI, FL.  33186.  AIRPORT MANAGER MICHAEL J.  HANDRAHAN, PHONE
 AA1816'305-238-6093 OR 305-253-3642.  NOTE--CONTACT AIRPORT MANAGER 48-HOURS
 AA1816'IN ADVANCE, (ESCORT REQUIRED) .  TO REACH THE STATION FROM THE
 AA1816'JUNCTION OF THE FLORIDA TURNPIKE AND SOUTHWEST 88TH.  STREET (NORTH
 AA1816'KENDALL DRIVE) , ABOUT 6.4 KM (3.95 MI) WEST OF KENDALL, GO WEST, 2.8
 AA1816'KM (1.75 MI) ALONG NORTH KENDALL DRIVE TO SOUTHWEST 137TH AVENUE
 AA1816'(LINDGREN ROAD) , ON THE LEFT.  TURN LEFT, SOUTH, 4.1 KM (2.55 MI) TO
 AA1816'THE AIRPORT ENTRANCE ROAD (128TH STREET) , ON THE RIGHT.  TURN RIGHT,
 AA1816'WEST, 0.08 KM (0.05 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, 0.08
 AA1816'KM (0.05 MI) TO THE AIRPORT MANAGERS OFFICE ON THE LEFT.  FROM THE
 AA1816'MANAGERS OFFICE, GO NORTH, 0.08 KM (0.05 MI) TO 128TH STREET.  TURN
 AA1816'LEFT, WEST, 0.22 KM (0.15 MI) ALONG 128TH STREET TO SOUTHWEST 139TH
 AA1816'AVENUE.  TURN RIGHT, NORTH, 0.2 KM (0.10 MI) TO THE END OF THE
 AA1816'PAVEMENT AND A GATE.  PASS THROUGH THE GATE, NORTH, 0.5 KM (0.30 MI)
 AA1816'ALONG A LOCALIZER ROAD TO THE LOCALIZER BUILDING AND A DIM TRACK ROAD.
 AA1816'FOLLOW TRACK ROAD WEST 0.3 KM (0.20 MI) TO ITS END.  CONTINUE WEST,
 AA1816'0.08 KM (0.05 MI) ALONG THE BASE OF THE LEVEE TO THE STATION ON THE
 AA1816'LEFT.  STATION IS 69.8 M (229.0 FT) NORTHEAST OF THE FIRST RUNWAY
 AA1816'LIGHT WEST OF RUNWAY END 27R, 65.8 M (215.9 FT) NORTH OF THE EXTENDED
 AA1816'RUNWAY CENTERLINE, AND IN LINE WITH RUNWAY END 27R, 11.8 M (38.7 FT)
 AA1816'SOUTH OF THE BOTTOM OF A LOW HILL (LEVEE) , SOUTH OF A LAKE, AND THE
 AA1816'MONUMENT IS ABOUT 0.2 M (0.7 FT) BELOW THE LEVEL OF THE RUNWAY AND
 AA1816'FLUSH WITH THE GROUND SURFACE.  NOTE--THIS IS A SECONDARY AIRPORT
 AA1816'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0459 ***********************************************************************
 AS0459  DESIGNATION -  AP 2 FLDNR
 AS0459  PID         -  AS0459
 AS0459  STATE/COUNTY-  FL/FRANKLIN
 AS0459  USGS QUAD   -  LIGHTHOUSE POINT (1992)
 AS0459
 AS0459                         *CURRENT SURVEY CONTROL
 AS0459  ___________________________________________________________________
 AS0459* NAD 83(1986)-  29 53 49.     (N)    084 21 28.     (W)     SCALED    
 AS0459* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 AS0459  ___________________________________________________________________
 AS0459  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AS0459  DYNAMIC HT  -           2.817 (meters)       9.24  (feet)  COMP
 AS0459  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 AS0459
 AS0459  VERT ORDER  -  SECOND    CLASS I
 AS0459
 AS0459.The horizontal coordinates were scaled from a topographic map and have
 AS0459.an estimated accuracy of +/- 6 seconds.
 AS0459
 AS0459.The orthometric height was determined by differential leveling
 AS0459.and adjusted by the National Geodetic Survey in June 1991..
 AS0459
 AS0459.The geoid height was determined by GEOID03.
 AS0459
 AS0459.The dynamic height is computed by dividing the NAVD 88
 AS0459.geopotential number by the normal gravity value computed on the
 AS0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0459.degrees latitude (g = 980.6199 gals.).
 AS0459
 AS0459.The modeled gravity was interpolated from observed gravity values.
 AS0459
 AS0459;                    North         East    Units  Estimated Accuracy
 AS0459;SPC FL N     -    99,430.      613,740.      MT  (+/- 180 meters Scaled)
 AS0459
 AS0459                          SUPERSEDED SURVEY CONTROL
 AS0459
 AS0459.No superseded survey control is available for this station.
 AS0459
 AS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU551103(NAD 83)
 AS0459_MARKER: DB = BENCH MARK DISK
 AS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0459_SP_SET: CONCRETE POST
 AS0459_STAMPING: AP 2 1978 CLB
 AS0459_MARK LOGO: FLDNR 
 AS0459_PROJECTION: FLUSH
 AS0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0459+STABILITY: SURFACE MOTION
 AS0459
 AS0459  HISTORY     - Date     Condition        Report By
 AS0459  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0459  HISTORY     - 1979     GOOD             FLDNR
 AS0459  HISTORY     - 1983     GOOD             FLDNR
 AS0459  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0459  HISTORY     - 19980424 GOOD             USPSQD
 AS0459
 AS0459                          STATION DESCRIPTION
 AS0459
 AS0459'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0459'7.5 MI SSE FROM PANACEA.
 AS0459'BEGIN AT THE JUNCTION OF US 98 AND CR 370. PROCEED SOUTH AND WEST FOR
 AS0459'4.55 MILES ON CR 370, ALSO 0.7 MILES SOUTH AND WEST ON CR 370 FROM THE
 AS0459'FIRST INTERSECTION WITH A PAVED ROAD THAT RUNS NORTHWEST TO SOUTHEAST.
 AS0459'THE MARK BEARS 52.8 FEET NORTH OF THE CENTERLINE OF CR 370, 93.8 FEET
 AS0459'NORTH NORTHWEST OF A POWER POLE WITH TRANSFORMER.
 AS0459'THE MARK IS 4 FT  S FROM A WITNESS POST.
 AS0459
 AS0459                          STATION RECOVERY (1983)
 AS0459
 AS0459'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0459'RECOVERED IN GOOD CONDITION.
 AS0459
 AS0459                          STATION RECOVERY (1989)
 AS0459
 AS0459'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0459'MARK NOT FOUND.
 AS0459
 AS0459                          STATION RECOVERY (1998)
 AS0459
 AS0459'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0467 ***********************************************************************
 AS0467  DESIGNATION -  AP 3 FLDNR
 AS0467  PID         -  AS0467
 AS0467  STATE/COUNTY-  FL/FRANKLIN
 AS0467  USGS QUAD   -  ST TERESA (1992)
 AS0467
 AS0467                         *CURRENT SURVEY CONTROL
 AS0467  ___________________________________________________________________
 AS0467* NAD 83(1986)-  29 54 05.     (N)    084 24 13.     (W)     SCALED    
 AS0467* NAVD 88     -         1.426  (meters)       4.68   (feet)  ADJUSTED  
 AS0467  ___________________________________________________________________
 AS0467  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AS0467  DYNAMIC HT  -           1.424 (meters)       4.67  (feet)  COMP
 AS0467  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 AS0467
 AS0467  VERT ORDER  -  SECOND    CLASS I
 AS0467
 AS0467.The horizontal coordinates were scaled from a topographic map and have
 AS0467.an estimated accuracy of +/- 6 seconds.
 AS0467
 AS0467.The orthometric height was determined by differential leveling
 AS0467.and adjusted by the National Geodetic Survey in June 1991..
 AS0467
 AS0467.The geoid height was determined by GEOID03.
 AS0467
 AS0467.The dynamic height is computed by dividing the NAVD 88
 AS0467.geopotential number by the normal gravity value computed on the
 AS0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0467.degrees latitude (g = 980.6199 gals.).
 AS0467
 AS0467.The modeled gravity was interpolated from observed gravity values.
 AS0467
 AS0467;                    North         East    Units  Estimated Accuracy
 AS0467;SPC FL N     -    99,920.      609,310.      MT  (+/- 180 meters Scaled)
 AS0467
 AS0467                          SUPERSEDED SURVEY CONTROL
 AS0467
 AS0467.No superseded survey control is available for this station.
 AS0467
 AS0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU507106(NAD 83)
 AS0467_MARKER: DB = BENCH MARK DISK
 AS0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0467_SP_SET: CONCRETE POST
 AS0467_STAMPING: AP 3 CLB 1978
 AS0467_PROJECTION: FLUSH
 AS0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0467+STABILITY: SURFACE MOTION
 AS0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0467+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 AS0467
 AS0467  HISTORY     - Date     Condition        Report By
 AS0467  HISTORY     - 1978     MONUMENTED       FLDNR
 AS0467  HISTORY     - 1979     GOOD             FLDNR
 AS0467  HISTORY     - 19980424 GOOD             USPSQD
 AS0467  HISTORY     - 20040629 GOOD             FLDT
 AS0467
 AS0467                          STATION DESCRIPTION
 AS0467
 AS0467'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0467'7.0 MI SOUTH FROM PANACEA.
 AS0467'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED SOUTH AND WEST
 AS0467'7.6 MILES ALONG CR 370 TO THE MARK, WHICH BEARS 25.6 FEET NORTH OF
 AS0467'CR 370 CENTERLINE, 3.0 FEET WEST OF A POWER POLE, AND 46.5 FEET NORTH
 AS0467'NORTHWEST OF A TELEPHONE CABLE BOX.
 AS0467'THE MARK IS 3 FT  S FROM A WITNESS POST.
 AS0467
 AS0467                          STATION RECOVERY (1998)
 AS0467
 AS0467'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0467'RECOVERED IN GOOD CONDITION.
 AS0467
 AS0467                          STATION RECOVERY (2004)
 AS0467
 AS0467'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 AS0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6745 ***********************************************************************
 AK6745  DESIGNATION -  AP 30
 AK6745  PID         -  AK6745
 AK6745  STATE/COUNTY-  FL/OSCEOLA
 AK6745  USGS QUAD   -  ASHTON (1981)
 AK6745
 AK6745                         *CURRENT SURVEY CONTROL
 AK6745  ___________________________________________________________________
 AK6745* NAD 83(1990)-  28 12 50.17561(N)    081 10 30.88752(W)     ADJUSTED  
 AK6745* NAVD 88     -        25.267  (meters)      82.90   (feet)  ADJUSTED  
 AK6745  ___________________________________________________________________
 AK6745  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AK6745  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AK6745  DYNAMIC HT  -          25.229 (meters)      82.77  (feet)  COMP
 AK6745  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AK6745
 AK6745  HORZ ORDER  -  SECOND
 AK6745  VERT ORDER  -  SECOND    CLASS I
 AK6745
 AK6745.The horizontal coordinates were established by classical geodetic methods
 AK6745.and adjusted by the National Geodetic Survey in May 1991..
 AK6745
 AK6745.The orthometric height was determined by differential leveling
 AK6745.and adjusted by the National Geodetic Survey in April 2004..
 AK6745
 AK6745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6745
 AK6745.The geoid height was determined by GEOID03.
 AK6745
 AK6745.The dynamic height is computed by dividing the NAVD 88
 AK6745.geopotential number by the normal gravity value computed on the
 AK6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6745.degrees latitude (g = 980.6199 gals.).
 AK6745
 AK6745.The modeled gravity was interpolated from observed gravity values.
 AK6745
 AK6745;                    North         East     Units Scale Factor Converg.
 AK6745;SPC FL E     -   429,928.853   182,797.585   MT  0.99994483   -0 04 58.3
 AK6745;SPC FL E     - 1,410,524.91    599,728.41   sFT  0.99994483   -0 04 58.3
 AK6745;UTM  17      - 3,120,914.145   482,803.454   MT  0.99960365   -0 04 58.3
 AK6745
 AK6745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6745!SPC FL E     -   1.00000043  x   0.99994483  =   0.99994526
 AK6745!UTM  17      -   1.00000043  x   0.99960365  =   0.99960408
 AK6745
 AK6745                          SUPERSEDED SURVEY CONTROL
 AK6745
 AK6745  NAD 83(1986)-  28 12 50.18242(N)    081 10 30.90205(W) AD(       ) 2
 AK6745  NAD 27      -  28 12 49.13300(N)    081 10 31.66100(W) AD(       ) 2
 AK6745  NGVD 29 (07/19/86)   25.58   (m)           83.9    (f) LEVELING    3  
 AK6745
 AK6745.Superseded values are not recommended for survey control.
 AK6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6745.See file dsdata.txt to determine how the superseded data were derived.
 AK6745
 AK6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8280320914(NAD 83)
 AK6745_MARKER: DD = SURVEY DISK
 AK6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK6745_STAMPING: AP 30
 AK6745_MARK LOGO: USGS  
 AK6745_PROJECTION: FLUSH
 AK6745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6745+STABILITY: SURFACE MOTION
 AK6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6745+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002
 AK6745
 AK6745  HISTORY     - Date     Condition        Report By
 AK6745  HISTORY     - 1934     MONUMENTED       FLGS
 AK6745  HISTORY     - 1936     GOOD             CGS
 AK6745  HISTORY     - 1959     POOR             FAA
 AK6745  HISTORY     - 1981     POOR             NGS
 AK6745  HISTORY     - 19960410 GOOD             USPSQD
 AK6745  HISTORY     - 20010302 GOOD             FLDEP
 AK6745  HISTORY     - 20021122 GOOD             FLDEP
 AK6745  HISTORY     - 20050507 GOOD             GEOCAC
 AK6745
 AK6745                          STATION DESCRIPTION
 AK6745
 AK6745'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AK6745'STATION IS A CONCRETE MONUMENT, WITH STANDARD BRASS CAP SET IN
 AK6745'TOP, PROJECTING 4 INCHES, LOCATED 7.8 MILES E ALONG STATE ROAD
 AK6745'24, FROM ST. CLOUD, 23 FEET S OF S EDGE OF ROAD 24, 2600 FEET
 AK6745'E OF POINT OF TANGENCY OF CURVE IN ROAD 24, 1.6 MILES E FROM
 AK6745'FILLING STATION AT ALLIGATOR LAKE.
 AK6745
 AK6745                          STATION RECOVERY (1936)
 AK6745
 AK6745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 AK6745'NO DESCRIPTION FURNISHED.  THIS STATION IS LOCATED ABOUT 7.3
 AK6745'MILES BY ROAD SE OF ST. CLOUD AND 7.8 MILES NW OF HOLOPAW, ON W
 AK6745'SIDE OF U.S. HIGHWAY 192.
 AK6745'
 AK6745'STATION MARK WHICH WAS RECOVERED IN GOOD CONDITION, CONSISTS OF
 AK6745'A STANDARD STATE SURVEY STATION MARK, IN THE TOP CENTER OF A 7- BY
 AK6745'7-INCH CONCRETE POST, PROJECTING 6 INCHES.  IT IS 11 PACES W OF
 AK6745'CENTER LINE OF U.S. HIGHWAY 192, 3 FEET N OF A TELEPHONE POLE,
 AK6745'ON TOP OF THE ROAD CUT BANK, AND ABOUT 2 FEET ABOVE THE ROAD
 AK6745'LEVEL.
 AK6745'
 AK6745'THIS STATION IS 105 PACES SOUTHWARD OF POINT SELECTED FOR
 AK6745'TRIANGULATION STATION CONLIN AND TO BE CONNECTED BY TRAVERSE.
 AK6745
 AK6745                          STATION RECOVERY (1959)
 AK6745
 AK6745'RECOVERY NOTE BY FEDERAL AVIATION ADMINISTRATION 1959
 AK6745'STATION MONUMENT HAS BEEN EXPOSED TO IMPACT FROM SOME MACHINE AND AS
 AK6745'A RESULT IS INCLINED FROM NORMAL POSITION.  THE CONCRETE IS CHIPPED.
 AK6745
 AK6745                          STATION RECOVERY (1981)
 AK6745
 AK6745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AK6745'STATION MARK WAS RECOVERED AND FOUND SLIGHTLY TILTED.  STATION SHOULD
 AK6745'BE USED WITH CAUTION.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.
 AK6745'
 AK6745'STATION IS 7.4 MILES EAST ALONG U.S. HIGHWAY 192 FROM THE WATER TANK
 AK6745'IN SAINT CLOUD AND ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 192.
 AK6745'
 AK6745'STATION MARK A STANDARD COAST AND GEODETIC AND STATE SURVEY DISK
 AK6745'STAMPED AP 30, IS SET IN THE TOP OF AN 8-INCH SQUARE MONUMENT THAT
 AK6745'PROJECTS 8-INCHES ABOVE THE GROUND SURFACE.  IT IS 107.0 FEET
 AK6745'SOUTHEAST OF A POWER LINE POLE, 21.0 FEET SOUTHWEST OF THE SOUTHWEST
 AK6745'EDGE OF HIGHWAY AND 1.0 FOOT NORTHEAST OF THE FENCE LINE AND METAL
 AK6745'WITNESS POST.
 AK6745
 AK6745                          STATION RECOVERY (1996)
 AK6745
 AK6745'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK6745'RECOVERED IN GOOD CONDITION.
 AK6745
 AK6745                          STATION RECOVERY (2001)
 AK6745
 AK6745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AK6745'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST OF ST.  CLOUD, 8.2 MI (13.2
 AK6745'KM) NORTHWEST OF HOLOPAW, IN SECTION 24, TOWNSHIP 26 SOUTH, RANGE 31
 AK6745'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAYS 192, 441
 AK6745'(13TH STREET) AND COUNTY ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD)
 AK6745'IN ST.  CLOUD, GO EAST ON U.S.  HIGHWAYS 192, 441 (13TH STREET, EAST
 AK6745'BROMSON HIGHWAY) FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF STATE ROAD 15
 AK6745'ON THE LEFT, CONTINUE EAST ON U.S.  HIGHWAYS 192, 441 (EAST BRONSON
 AK6745'HIGHWAY) AND STATE ROAD 15 (SOUTH NARCOOSSEE ROAD) FOR 5.2 MI (8.4 KM)
 AK6745'TO THE MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 AK6745'MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF
 AK6745'U.S.  HIGHWAY 192.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF
 AK6745'U.S.  HIGHWAY 441 (HOLOPAW ROAD) AND U.S.  HIGHWAY 192 (EAST BRONSON
 AK6745'HIGHWAY, COUNTY ROAD 500) IN HOLOPAW, GO WEST ON U.S. HIGHWAY 192, 441
 AK6745'(EAST BRONSON HIGHWAY, COUNTY ROAD 500) FOR 6.55 MI (10.54 KM) TO THE
 AK6745'JUNCTION OF HICKORY TREE ROAD (COUNTY ROAD 534) , CONTINUE NORTHWEST
 AK6745'ON U.S.  HIGHWAYS 192, 441 (EAST BRONSON HIGHWAY) FOR 1.5 MI (2.4 KM)
 AK6745'TO THE MARK ON THE LEFT. LOCATED 104.0 FT (31.7 M) EAST OF POWER POLE
 AK6745'NUMBER 13841, 33.0 FT (10.1 M) SOUTH OF THE CENTERLINE OF U.S.
 AK6745'HIGHWAY 192 AND 0.9 FT (27.4 CM) NORTH OF A METAL WITNESS POST.
 AK6745
 AK6745                          STATION RECOVERY (2002)
 AK6745
 AK6745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AK6745'RECOVERED IN GOOD CONDITION.
 AK6745
 AK6745                          STATION RECOVERY (2005)
 AK6745
 AK6745'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AK6745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2023 ***********************************************************************
 AK2023  DESIGNATION -  AP 35
 AK2023  PID         -  AK2023
 AK2023  STATE/COUNTY-  FL/OSCEOLA
 AK2023  USGS QUAD   -  HOLOPAW (1970)
 AK2023
 AK2023                         *CURRENT SURVEY CONTROL
 AK2023  ___________________________________________________________________
 AK2023* NAD 83(1986)-  28 08 18.     (N)    081 02 36.     (W)     SCALED    
 AK2023* NAVD 88     -        20.724  (meters)      67.99   (feet)  ADJUSTED  
 AK2023  ___________________________________________________________________
 AK2023  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AK2023  DYNAMIC HT  -          20.693 (meters)      67.89  (feet)  COMP
 AK2023  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 AK2023
 AK2023  VERT ORDER  -  SECOND    CLASS 0
 AK2023
 AK2023.The horizontal coordinates were scaled from a topographic map and have
 AK2023.an estimated accuracy of +/- 6 seconds.
 AK2023
 AK2023.The orthometric height was determined by differential leveling
 AK2023.and adjusted by the National Geodetic Survey in June 1991..
 AK2023
 AK2023.The geoid height was determined by GEOID03.
 AK2023
 AK2023.The dynamic height is computed by dividing the NAVD 88
 AK2023.geopotential number by the normal gravity value computed on the
 AK2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2023.degrees latitude (g = 980.6199 gals.).
 AK2023
 AK2023.The modeled gravity was interpolated from observed gravity values.
 AK2023
 AK2023;                    North         East    Units  Estimated Accuracy
 AK2023;SPC FL E     -   421,540.      195,740.      MT  (+/- 180 meters Scaled)
 AK2023
 AK2023                          SUPERSEDED SURVEY CONTROL
 AK2023
 AK2023  NGVD 29 (??/??/92)   21.076  (m)           69.15   (f) ADJ UNCH    2 0
 AK2023
 AK2023.Superseded values are not recommended for survey control.
 AK2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2023.See file dsdata.txt to determine how the superseded data were derived.
 AK2023
 AK2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM957125(NAD 83)
 AK2023_MARKER: Z = SEE DESCRIPTION
 AK2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2023_STAMPING: AP 35
 AK2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2023+STABILITY: SURFACE MOTION
 AK2023
 AK2023  HISTORY     - Date     Condition        Report By
 AK2023  HISTORY     - UNK      MONUMENTED       FLGS
 AK2023  HISTORY     - 1956     GOOD             NGS
 AK2023  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AK2023
 AK2023                          STATION DESCRIPTION
 AK2023
 AK2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AK2023'2 MI E FROM HOLOPAW.
 AK2023'1.95 MILES EAST ALONG U.S. HIGHWAY 192 FROM THE JUNCTION OF
 AK2023'U.S. HIGHWAYS 441 AND 192, 36 FEET SOUTH OF THE APPROXIMATE
 AK2023'CENTER OF U.S. HIGHWAY 192 AND SET IN AN EAST-WEST FENCE LINE.
 AK2023'NOTE-- 0.1 MILE WEST OF A GATE, ENTRANCE TO AN AIRPORT. THE MARK
 AK2023'IS AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS 6 INCHES.
 AK2023
 AK2023                          STATION RECOVERY (1989)
 AK2023
 AK2023'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK2023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2837 ***********************************************************************
 AK2837  DESIGNATION -  AP 37
 AK2837  PID         -  AK2837
 AK2837  STATE/COUNTY-  FL/OSCEOLA
 AK2837  USGS QUAD   -  DEER PARK NW (1970)
 AK2837
 AK2837                         *CURRENT SURVEY CONTROL
 AK2837  ___________________________________________________________________
 AK2837* NAD 83(1999)-  28 07 33.23373(N)    080 58 26.19904(W)     ADJUSTED  
 AK2837* NAVD 88     -        18.406  (meters)      60.39   (feet)  ADJUSTED  
 AK2837  ___________________________________________________________________
 AK2837  X           -     883,121.021 (meters)                     COMP
 AK2837  Y           -  -5,559,442.579 (meters)                     COMP
 AK2837  Z           -   2,988,812.508 (meters)                     COMP
 AK2837  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AK2837  ELLIP HEIGHT-          -9.63  (meters)          (12/30/04) GPS OBS
 AK2837  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AK2837  DYNAMIC HT  -          18.379 (meters)      60.30  (feet)  COMP
 AK2837  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 AK2837
 AK2837  HORZ ORDER  -  FIRST
 AK2837  VERT ORDER  -  SECOND    CLASS I
 AK2837  ELLP ORDER  -  FOURTH    CLASS I
 AK2837
 AK2837.The horizontal coordinates were established by GPS observations
 AK2837.and adjusted by the CREECH ENGINEERS INC in December 2004..
 AK2837
 AK2837.The orthometric height was determined by differential leveling
 AK2837.and adjusted by the National Geodetic Survey in March 2002..
 AK2837
 AK2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK2837
 AK2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2837
 AK2837.The ellipsoidal height was determined by GPS observations
 AK2837.and is referenced to NAD 83.
 AK2837
 AK2837.The geoid height was determined by GEOID03.
 AK2837
 AK2837.The dynamic height is computed by dividing the NAVD 88
 AK2837.geopotential number by the normal gravity value computed on the
 AK2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2837.degrees latitude (g = 980.6199 gals.).
 AK2837
 AK2837.The modeled gravity was interpolated from observed gravity values.
 AK2837
 AK2837;                    North         East     Units Scale Factor Converg.
 AK2837;SPC FL E     -   420,160.543   202,559.764   MT  0.99994126   +0 00 44.2
 AK2837;SPC FL E     - 1,378,476.71    664,564.83   sFT  0.99994126   +0 00 44.2
 AK2837;UTM  17      - 3,111,149.168   502,558.891   MT  0.99960008   +0 00 44.2
 AK2837
 AK2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2837!SPC FL E     -   1.00000151  x   0.99994126  =   0.99994277
 AK2837!UTM  17      -   1.00000151  x   0.99960008  =   0.99960159
 AK2837
 AK2837|---------------------------------------------------------------------|
 AK2837| PID    Reference Object                     Distance      Geod. Az  |
 AK2837|                                                           dddmmss.s |
 AK2837| DE3861 AP 37 RM 1                           40.703 METERS 13450     |
 AK2837| DE3862 AP 37 RM 2                           44.306 METERS 25459     |
 AK2837| AK6734 HOLOPAW ATT TOWER                   APPROX.10.0 KM 2763053.4 |
 AK2837| AK2836 AP 37 AZ MK                                        2783556.2 |
 AK2837|---------------------------------------------------------------------|
 AK2837
 AK2837                          SUPERSEDED SURVEY CONTROL
 AK2837
 AK2837  NAD 83(1999)-  28 07 33.23342(N)    080 58 26.20178(W) AD(       ) 1
 AK2837  ELLIP H (06/11/02)   -9.60   (m)                       GP(       ) 4 1
 AK2837  NAD 83(1990)-  28 07 33.23254(N)    080 58 26.20121(W) AD(       ) 1
 AK2837  NAD 83(1990)-  28 07 33.23254(N)    080 58 26.20121(W) AD(       ) 1
 AK2837  ELLIP H (09/12/94)   -9.65   (m)                       GP(       ) 4 1
 AK2837  NAD 83(1990)-  28 07 33.22924(N)    080 58 26.19436(W) AD(       ) 1
 AK2837  NAD 83(1986)-  28 07 33.23527(N)    080 58 26.20877(W) AD(       ) 1
 AK2837  NAD 27      -  28 07 32.17900(N)    080 58 26.98500(W) AD(       ) 1
 AK2837  NAVD 88 (06/15/91)   18.190  (m)           59.68   (f) UNKNOWN     2 0
 AK2837  NGVD 29 (??/??/92)   18.542  (m)           60.83   (f) ADJ UNCH    2 0
 AK2837
 AK2837.Superseded values are not recommended for survey control.
 AK2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2837.See file dsdata.txt to determine how the superseded data were derived.
 AK2837
 AK2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0255911149(NAD 83)
 AK2837_MARKER: DB = BENCH MARK DISK
 AK2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2837_SP_SET: CONCRETE POST
 AK2837_STAMPING: AP 37 1936
 AK2837_MARK LOGO: CGS   
 AK2837_PROJECTION: PROJECTING 20 CENTIMETERS
 AK2837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2837+STABILITY: SURFACE MOTION
 AK2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2837+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AK2837
 AK2837  HISTORY     - Date     Condition        Report By
 AK2837  HISTORY     - 1934     MONUMENTED       FLGS
 AK2837  HISTORY     - 1936     GOOD             CGS
 AK2837  HISTORY     - 1956     GOOD             NGS
 AK2837  HISTORY     - 1956     GOOD             CGS
 AK2837  HISTORY     - 1989     GOOD             USPSQD
 AK2837  HISTORY     - 19930920 GOOD             GEOBAS
 AK2837  HISTORY     - 20000811 GOOD             FLDEP
 AK2837  HISTORY     - 20021025 GOOD             FL-009
 AK2837  HISTORY     - 20040726 GOOD             FL-009
 AK2837
 AK2837                          STATION DESCRIPTION
 AK2837
 AK2837'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AK2837'STATION IS A CONCRETE MONUMENT WITH STANDARD BRASS CAP SET
 AK2837'IN TOP PROJECTING 3 INCHES ABOVE GROUND, LOCATED 7.0 MILES E
 AK2837'ALONG STATE ROAD 24 FROM FLORIDA EAST COAST RAILROAD CROSSING
 AK2837'AT HOLOPAW, 22.8 FEET N OF N EDGE OF STATE ROAD 24, 2000 FEET
 AK2837'E OF POINT OF TANGENCY OF CURVE ON STATE ROAD 24.
 AK2837
 AK2837                          STATION RECOVERY (1936)
 AK2837
 AK2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP)
 AK2837'STATION IS A TRAVERSE MONUMENT ESTABLISHED BY THE STATE
 AK2837'SURVEY.  IT IS 6.2 MILES E OF THE JUNCTION OF U.S. HIGHWAY 192
 AK2837'AND STATE ROUTE 29 IN HOLOPAW, 7.3 MILES W OF THE OSCEOLA-BREVARD
 AK2837'COUNTY LINE, ABOUT 0.18 MILE W OF A CONCRETE CULVERT, AND 34 FEET
 AK2837'N OF THE CENTER LINE OF U.S. HIGHWAY 192, IN THE RIGHT-OF-WAY
 AK2837'FENCE LINE.
 AK2837'
 AK2837'STATION MARK IS A STANDARD BRONZE DISK USED BY THE STATE SURVEY
 AK2837'WHICH IS SET IN A 6-INCH SQUARE CONCRETE POST.  MARK WAS
 AK2837'REINFORCED WITH CONCRETE TO FORM A 14-INCH SQUARE POST.  THERE
 AK2837'IS NO UNDERGROUND MARK.  IT WAS STAMPED USC AND GS 1936.
 AK2837'
 AK2837'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 AK2837'CONCRETE.
 AK2837'
 AK2837'REFERENCE MARK NO. 1 IS SE OF THE STATION, 35 FEET S OF THE
 AK2837'CENTER LINE OF THE ROAD, AND 1 FOOT S OF FENCE LINE.
 AK2837'
 AK2837'REFERENCE MARK NO. 2 IS SW OF THE STATION, 35 FEET S OF THE
 AK2837'CENTER LINE OF THE ROAD, AND 2 FEET S OF FENCE LINE.
 AK2837'
 AK2837'AZIMUTH MARK IS W OF THE STATION, 33 FEET S OF THE CENTER
 AK2837'LINE OF THE ROAD, AND 1 FOOT N OF FENCE LINE.
 AK2837'
 AK2837'SURFACE, REFERENCE AND AZIMUTH MARKS PROJECT 4 INCHES.
 AK2837'
 AK2837'AP-38 (SS) IS E OF THE STATION, 32 FEET N OF THE CENTER LINE
 AK2837'OF THE ROAD, AND 2 FEET S OF FENCE LINE.
 AK2837'
 AK2837'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 192 AND STATE ROUTE
 AK2837'29 IN HOLOPAW, GO E ON U.S. HIGHWAY 192 FOR 6.2 MILES TO THE
 AK2837'STATION ON LEFT SIDE OF ROAD.
 AK2837'
 AK2837'ALL LIGHTS COME INTO VIEW AT 85 FEET.
 AK2837'
 AK2837'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS.
 AK2837
 AK2837                          STATION RECOVERY (1956)
 AK2837
 AK2837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AK2837'6.2 MI E FROM HOLOPAW.
 AK2837'6.15 MILES EAST ALONG U.S. HIGHWAY 192 FROM THE JUNCTION OF U.S.
 AK2837'HIGHWAYS 441 AND 192 AT HOLOPAW, 33 FEET NORTH OF THE APPROXIMATE
 AK2837'CENTER OF U.S. HIGHWAY 192.  SET IN A 12 X 12 INCH CONCRETE
 AK2837'POST WHICH PROJECTS 2 INCHES.
 AK2837
 AK2837                          STATION RECOVERY (1956)
 AK2837
 AK2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDN)
 AK2837'STATION WAS RECOVERED AS DESCRIBED BY R.L.P. IN 1936 AND THE
 AK2837'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND TO BE IN GOOD
 AK2837'CONDITION.  A SEARCH WAS MADE FOR AP 38 BUT IT WAS NOT FOUND.  THE
 AK2837'DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 AK2837'CHECKED AND FOUND TO BE CORRECT.  THE DISTANCES TO THE REFERENCE
 AK2837'MARKS DID NOT CHECK.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AK2837'
 AK2837'STATION IS LOCATED ABOUT 7-1/4 MI. W OF THE OSCEOLA-BREVARD
 AK2837'COUNTY LINE AND 6-3/4 MI. E OF THE JUNCTION OF U.S. HIGHWAYS 441
 AK2837'AND 192.  IT IS A FLORIDA STATE TRAVERSE STATION.  THE MARK IS
 AK2837'33 FT. N OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 192 AND
 AK2837'IN THE RIGHT-OF-WAY FENCE LINE.  THERE IS NO UNDERGROUND
 AK2837'MARK AT THIS STATION.  THE MARK PROJECTS ABOUT 3 IN. AND THE
 AK2837'DISK IS A STANDARD BRONZE STATE-TRAVERSE DISK, STAMPED AP 37 FLA
 AK2837'GEOD S 1936.
 AK2837'
 AK2837'REFERENCE MARK 1 IS 37 FT. S OF THE APPROXIMATE CENTERLINE
 AK2837'OF THE HIGHWAY AND 2 FT. S OF THE RIGHT-OF-WAY FENCE LINE.  THE
 AK2837'MARK PROJECTS ABOUT 2 IN. AND THE DISK IS STAMPED AP 37 NO 1
 AK2837'1936.
 AK2837'
 AK2837'REFERENCE MARK 2 IS 36 FT. S OF THE APPROXIMATE CENTERLINE
 AK2837'OF THE HIGHWAY AND 2.5 FT. S OF THE RIGHT-OF-WAY FENCE LINE.  THE
 AK2837'MARK PROJECTS ABOUT 2 IN. AND THE DISK IS STAMPED AP 37 NO 2
 AK2837'1936.
 AK2837'
 AK2837'AZIMUTH MARK IS 34 FT. S OF THE APPROXIMATE CENTERLINE OF
 AK2837'U.S. HIGHWAY 192 AND 1 FT. N OF THE RIGHT-OF-WAY FENCE LINE.  THE
 AK2837'MARK PROJECTS ABOUT 1 IN. AND THE DISK IS STAMPED AP 37 1936
 AK2837'
 AK2837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441
 AK2837'AND 192 IN HOLOPAW, GO E ON U.S. HIGHWAY 192 FOR 6.7 MI. TO
 AK2837'THE STATION ON THE N SIDE OF THE HIGHWAY AS DESCRIBED.
 AK2837'
 AK2837'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON U.S. HIGHWAY
 AK2837'192 FOR 0.15 MI. TO THE MARK ON THE S SIDE OF THE HIGHWAY AS
 AK2837'DESCRIBED.
 AK2837'
 AK2837'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AK2837
 AK2837                          STATION RECOVERY (1989)
 AK2837
 AK2837'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK2837'RECOVERED IN GOOD CONDITION.
 AK2837
 AK2837                          STATION RECOVERY (1993)
 AK2837
 AK2837'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AK2837'THE STATION IS LOCATED 22 MI (35.40 KM) WEST-NORTHWEST OF MELBOURNE
 AK2837'AND 22 MI (35.40 KM) SOUTHWEST OF COCOA IN THE RIGHT OF WAY OF U.S.
 AK2837'HIGHWAY 192.
 AK2837'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND U.S.
 AK2837'HIGHWAY 192, GO WEST ON U.S. HIGHWAY 192, 12.5 MI (20.12 KM) TO DEER
 AK2837'PARK, CONTINUE WEST ON U.S. HIGHWAY 192, 5.1 MI (8.21 KM) TO THE
 AK2837'STATION ON THE RIGHT.
 AK2837'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 AK2837'STAMPED ---AP 37 USCGS 1936--- SET IN A 12 INCH SQUARE CONCRETE
 AK2837'MONUMENT THAT IS 8 INCHES ABOVE THE GROUND. IT IS 34.0 FT (10.36 M)
 AK2837'NORTH-NORTHEAST OF U.S. HIGHWAY 192 AT A BARB WIRE FENCE.
 AK2837
 AK2837                          STATION RECOVERY (2000)
 AK2837
 AK2837'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AK2837'THE MARK IS ABOUT 23.0 MI (37.0 KM) WEST OF MELBOURNE, 6.5 MI (10.5
 AK2837'KM) EAST OF HOLOPAW, IN SECTION 24, TOWNSHIP 27 SOUTH, RANGE 34 EAST.
 AK2837'TO REACH THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAY 192 (BRONSON
 AK2837'HIGHWAY) AND COUNTY ROAD 419 (DEER PARK ROAD) 0.7 MI (1.1 KM) NORTH OF
 AK2837'DEER PARK, GO WEST ON U.S.  HIGHWAY 192 (BRONSON HIGHWAY) FOR 5.05 MI
 AK2837'(8.13 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A SQUARE
 AK2837'CONCRETE MONUMENT PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 AK2837'GROUND AND ABOVE THE LEVEL OF U.S.  HIGHWAY 192.  THE MARK CAN ALSO BE
 AK2837'REACHED FROM THE JUNCTION OF U.S.  HIGHWAY 441 (HOLOPAW ROAD) AND U.S.
 AK2837'HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY ROAD 500) IN HOLOPAW, GO
 AK2837'EAST ON U.S.  HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY ROAD 500) FOR
 AK2837'6.5 MI (10.5 KM) TO THE MARK ON THE LEFT. LOCATED 145.5 FT (44.3 M)
 AK2837'NORTHEAST OF AP 37 RM 2 1936, 34.0 FT (10.4 M) NORTH OF THE CENTERLINE
 AK2837'OF U.S.  HIGHWAY 192, 2.5 FT (0.8 M) WEST OF A 3-INCH FABRIC-OPTIC
 AK2837'CABLE WITNESS POST, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST,
 AK2837'0.7 FT (21.3 CM) WEST OF A WOODEN POST AND 0.5 FT (15.2 CM) SOUTH OF
 AK2837'BARBWIRE FENCE.
 AK2837
 AK2837                          STATION RECOVERY (2002)
 AK2837
 AK2837'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV)
 AK2837'RECOVERED IN GOOD CONDITION.
 AK2837
 AK2837                          STATION RECOVERY (2004)
 AK2837
 AK2837'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK2837'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK2837'(SRV)
 AK2837' 
 AK2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2836 ***********************************************************************
 AK2836  DESIGNATION -  AP 37 AZ MK
 AK2836  PID         -  AK2836
 AK2836  STATE/COUNTY-  FL/OSCEOLA
 AK2836  USGS QUAD   -  DEER PARK NW (1970)
 AK2836
 AK2836                         *CURRENT SURVEY CONTROL
 AK2836  ___________________________________________________________________
 AK2836* NAD 83(1986)-  28 07 34.     (N)    080 58 34.     (W)     SCALED    
 AK2836* NAVD 88     -        18.646  (meters)      61.17   (feet)  ADJUSTED  
 AK2836  ___________________________________________________________________
 AK2836  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AK2836  DYNAMIC HT  -          18.618 (meters)      61.08  (feet)  COMP
 AK2836  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 AK2836
 AK2836  VERT ORDER  -  SECOND    CLASS 0
 AK2836
 AK2836.The horizontal coordinates were scaled from a topographic map and have
 AK2836.an estimated accuracy of +/- 6 seconds.
 AK2836
 AK2836.The orthometric height was determined by differential leveling
 AK2836.and adjusted by the National Geodetic Survey in June 1991..
 AK2836
 AK2836.The geoid height was determined by GEOID03.
 AK2836
 AK2836.The dynamic height is computed by dividing the NAVD 88
 AK2836.geopotential number by the normal gravity value computed on the
 AK2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2836.degrees latitude (g = 980.6199 gals.).
 AK2836
 AK2836.The modeled gravity was interpolated from observed gravity values.
 AK2836
 AK2836;                    North         East    Units  Estimated Accuracy
 AK2836;SPC FL E     -   420,180.      202,350.      MT  (+/- 180 meters Scaled)
 AK2836
 AK2836                          SUPERSEDED SURVEY CONTROL
 AK2836
 AK2836  NGVD 29 (??/??/92)   18.998  (m)           62.33   (f) ADJ UNCH    2 0
 AK2836
 AK2836.Superseded values are not recommended for survey control.
 AK2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2836.See file dsdata.txt to determine how the superseded data were derived.
 AK2836
 AK2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM023111(NAD 83)
 AK2836_MARKER: DZ = AZIMUTH MARK DISK
 AK2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2836_STAMPING: AP 37 AZIMUTH 1936
 AK2836_MARK LOGO: CGS   
 AK2836_PROJECTION: PROJECTING 5 CENTIMETERS
 AK2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2836+STABILITY: SURFACE MOTION
 AK2836
 AK2836  HISTORY     - Date     Condition        Report By
 AK2836  HISTORY     - 1936     MONUMENTED       CGS
 AK2836  HISTORY     - 1956     GOOD             NGS
 AK2836  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AK2836
 AK2836                          STATION DESCRIPTION
 AK2836
 AK2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AK2836'6 MI E FROM HOLOPAW.
 AK2836'6 MILES EAST ALONG U.S. HIGHWAY 192 FROM THE JUNCTION OF U.S.
 AK2836'HIGHWAYS 441 AND 192 AT HOLOPAW, 32 FEET SOUTH OF THE APPROXIMATE
 AK2836'CENTER OF U.S. HIGHWAY 192 AND 12 INCHES NORTH OF A FENCE.  A
 AK2836'12 X 12 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.
 AK2836
 AK2836                          STATION RECOVERY (1989)
 AK2836
 AK2836'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK2836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6051 ***********************************************************************
 AK6051  DESIGNATION -  AP 44 FLGS 1936
 AK6051  PID         -  AK6051
 AK6051  STATE/COUNTY-  FL/BREVARD
 AK6051  USGS QUAD   -  DEER PARK SE (1984)
 AK6051
 AK6051                         *CURRENT SURVEY CONTROL
 AK6051  ___________________________________________________________________
 AK6051* NAD 83(1990)-  28 05 32.09282(N)    080 45 53.45229(W)     ADJUSTED  
 AK6051* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AK6051  ___________________________________________________________________
 AK6051  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AK6051  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK6051
 AK6051  HORZ ORDER  -  SECOND
 AK6051
 AK6051.The horizontal coordinates were established by classical geodetic methods
 AK6051.and adjusted by the National Geodetic Survey in May 1991..
 AK6051
 AK6051.The orthometric height was scaled from a topographic map.
 AK6051
 AK6051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6051
 AK6051.The geoid height was determined by GEOID03.
 AK6051
 AK6051;                    North         East     Units Scale Factor Converg.
 AK6051;SPC FL E     -   416,453.657   223,108.954   MT  0.99994777   +0 06 38.6
 AK6051;SPC FL E     - 1,366,315.04    731,983.29   sFT  0.99994777   +0 06 38.6
 AK6051;UTM  17      - 3,107,443.546   523,101.069   MT  0.99960659   +0 06 38.6
 AK6051
 AK6051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6051!SPC FL E     -   1.00000338  x   0.99994777  =   0.99995115
 AK6051!UTM  17      -   1.00000338  x   0.99960659  =   0.99960996
 AK6051
 AK6051:                Primary Azimuth Mark                     Grid Az
 AK6051:SPC FL E     -  GALLIE RESET                             034 53 36.2
 AK6051:UTM  17      -  GALLIE RESET                             034 53 36.2
 AK6051
 AK6051|---------------------------------------------------------------------|
 AK6051| PID    Reference Object                     Distance      Geod. Az  |
 AK6051|                                                           dddmmss.s |
 AK6051| AK2885 GALLIE RESET                        APPROX. 7.2 KM 0350014.8 |
 AK6051|---------------------------------------------------------------------|
 AK6051
 AK6051                          SUPERSEDED SURVEY CONTROL
 AK6051
 AK6051  NAD 83(1986)-  28 05 32.09890(N)    080 45 53.46725(W) AD(       ) 2
 AK6051  NAD 27      -  28 05 31.03800(N)    080 45 54.26000(W) AD(       ) 2
 AK6051
 AK6051.Superseded values are not recommended for survey control.
 AK6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6051.See file dsdata.txt to determine how the superseded data were derived.
 AK6051
 AK6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2310107444(NAD 83)
 AK6051_MARKER: DD = SURVEY DISK
 AK6051_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AK6051_SP_SET: PREFAB CONC. POST IN EARTH
 AK6051_MARK LOGO: FLGS  
 AK6051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6051
 AK6051  HISTORY     - Date     Condition        Report By
 AK6051  HISTORY     - 1934     MONUMENTED       FLGS
 AK6051  HISTORY     - 1934     GOOD             FLGS
 AK6051  HISTORY     - 1936     GOOD             CGS
 AK6051  HISTORY     - 19930820 MARK NOT FOUND   GEOBAS
 AK6051
 AK6051                          STATION DESCRIPTION
 AK6051
 AK6051'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934
 AK6051'TRAVERSE STATION IS LOCATED 19.8 MILES E ALONG STATE HIGHWAY 24 FROM
 AK6051'FLORIDA EAST COAST RAILROAD CROSSING AT HOLOPAW, 2.8 FEET S OF S
 AK6051'EDGE OF STATE HIGHWAY 24, 1.7 FEET N OF GUARD RAIL FENCE ON LONG
 AK6051'CURVE, ABOUT MIDDLE OF CURVE 250 FEET W OF W END OF WOODEN BRIDGE
 AK6051'CROSSING MARSH, 3,500 FEET W OF ST. JOHNS RIVER.
 AK6051'
 AK6051'STATION MARK AP 44 IS A CONCRETE MONUMENT WITH STANDARD BRASS DISK
 AK6051'SET IN TOP PROJECTING 4 INCHES ABOVE GROUND.
 AK6051
 AK6051                          STATION RECOVERY (1934)
 AK6051
 AK6051'RECOVERY NOTE BY FLORIDA GEODETIC SURVEY 1934
 AK6051'RECOVERED IN GOOD CONDITION.
 AK6051
 AK6051                          STATION RECOVERY (1936)
 AK6051
 AK6051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP)
 AK6051'STATION IS A TRAVERSE MONUMENT ESTABLISHED BY THE U.S.C. AND
 AK6051'G.S. AND S.S. (LOCAL CONTROL SURVEYS).  IT IS 10.1 MILES BY ROAD
 AK6051'W OF MELBOURNE, 0.9 MILE W OF THE W END OF THE ST. JOHNS RIVER
 AK6051'BRIDGE, AT THE FIRST CURVE IN THE HIGHWAY, ON THE S SIDE OF
 AK6051'ROADWAY IN SMALL AREA BETWEEN GUARD RAIL AND EDGE OF ROAD.
 AK6051'
 AK6051'MARK IS A STANDARD TABLET USED BY THE U.S.C. AND G.S. S.S. WHICH
 AK6051'IS SET IN A 6-INCH SQUARE PRE-CAST CONCRETE POST WHICH IS SET FLUSH
 AK6051'WITH THE TOP OF THE GROUND.  THERE IS NO UNDERGROUND-STATION MARK
 AK6051'AND NO REFERENCE MARKS.
 AK6051'
 AK6051'AP 45 (U.S.C. AND G.S. AND S.S.) IS 1.6 MILES E OF THE STATION, AT
 AK6051'THE FIRST CURVE E OF THE ST. JOHNS RIVER BRIDGE, ABOUT 3 FEET S
 AK6051'OF GUARD RAIL.  MARK PROJECTS 6 INCHES.
 AK6051'
 AK6051'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND U.S. HIGHWAY 192
 AK6051'IN MELBOURNE, GO W ON U.S. HIGHWAY 192 FOR 10.1 MILES TO THE
 AK6051'STATION ON THE LEFT SIDE OF THE ROAD.
 AK6051'
 AK6051'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 AK6051'
 AK6051'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AK6051
 AK6051                          STATION RECOVERY (1993)
 AK6051
 AK6051'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AK6051'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4024 ***********************************************************************
 AK4024  DESIGNATION -  AP 48
 AK4024  PID         -  AK4024
 AK4024  STATE/COUNTY-  FL/BREVARD
 AK4024  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4024
 AK4024                         *CURRENT SURVEY CONTROL
 AK4024  ___________________________________________________________________
 AK4024* NAD 83(1986)-  28 04 42.     (N)    080 37 17.     (W)     SCALED    
 AK4024* NAVD 88     -         6.189  (meters)      20.31   (feet)  ADJUSTED  
 AK4024  ___________________________________________________________________
 AK4024  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AK4024  DYNAMIC HT  -           6.180 (meters)      20.28  (feet)  COMP
 AK4024  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 AK4024
 AK4024  VERT ORDER  -  FIRST     CLASS II
 AK4024
 AK4024.The horizontal coordinates were scaled from a topographic map and have
 AK4024.an estimated accuracy of +/- 6 seconds.
 AK4024
 AK4024.The orthometric height was determined by differential leveling
 AK4024.and adjusted by the National Geodetic Survey in June 1991..
 AK4024
 AK4024.The geoid height was determined by GEOID03.
 AK4024
 AK4024.The dynamic height is computed by dividing the NAVD 88
 AK4024.geopotential number by the normal gravity value computed on the
 AK4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4024.degrees latitude (g = 980.6199 gals.).
 AK4024
 AK4024.The modeled gravity was interpolated from observed gravity values.
 AK4024
 AK4024;                    North         East    Units  Estimated Accuracy
 AK4024;SPC FL E     -   414,950.      237,210.      MT  (+/- 180 meters Scaled)
 AK4024
 AK4024                          SUPERSEDED SURVEY CONTROL
 AK4024
 AK4024  NGVD 29 (??/??/92)    6.611  (m)           21.69   (f) ADJ UNCH    1 2
 AK4024
 AK4024.Superseded values are not recommended for survey control.
 AK4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4024.See file dsdata.txt to determine how the superseded data were derived.
 AK4024
 AK4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM371059(NAD 83)
 AK4024_MARKER: DB = BENCH MARK DISK
 AK4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK4024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK4024_STAMPING: AP 48
 AK4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK4024+STABILITY: SURFACE MOTION
 AK4024
 AK4024  HISTORY     - Date     Condition        Report By
 AK4024  HISTORY     - UNK      MONUMENTED       FLGS
 AK4024  HISTORY     - 1953     GOOD             NGS
 AK4024  HISTORY     - 1958     GOOD             NGS
 AK4024  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AK4024  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AK4024  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK4024  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK4024  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 AK4024
 AK4024                          STATION DESCRIPTION
 AK4024
 AK4024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AK4024'1 MI W FROM MELBOURNE.
 AK4024'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 192 FROM THE FLORIDA
 AK4024'EAST COAST RAILWAY STATION AT MELBOURNE, AT THE INTERSECTION
 AK4024'OF BABCOCK STREET AND NEW HAVEN AVENUE (HIGHWAY 192), 21 FEET
 AK4024'SOUTH OF CENTER LINE OF HIGHWAY, 123 FEET WEST OF CENTER LINE OF
 AK4024'BABCOCK STREET, 10 1/2 FEET EAST OF FIRST POWER POLE WEST OF
 AK4024'INTERSECTION, 1 FOOT SOUTH OF CONCRETE CURB, ABOUT LEVEL WITH
 AK4024'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AK4024
 AK4024                          STATION RECOVERY (1958)
 AK4024
 AK4024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AK4024'RECOVERED IN GOOD CONDITION.
 AK4024
 AK4024                          STATION RECOVERY (1983)
 AK4024
 AK4024'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AK4024'MARK NOT FOUND.
 AK4024
 AK4024                          STATION RECOVERY (1984)
 AK4024
 AK4024'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK4024'MARK NOT FOUND.
 AK4024
 AK4024                          STATION RECOVERY (1987)
 AK4024
 AK4024'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK4024'MARK NOT FOUND.
 AK4024
 AK4024                          STATION RECOVERY (1990)
 AK4024
 AK4024'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK4024'MARK NOT FOUND.
 AK4024
 AK4024                          STATION RECOVERY (1991)
 AK4024
 AK4024'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK4024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4496 ***********************************************************************
 AA4496  SACS        -  This is a Secondary Airport Control Station.
 AA4496  DESIGNATION -  AP STA A 3 FMY
 AA4496  PID         -  AA4496
 AA4496  STATE/COUNTY-  FL/LEE
 AA4496  USGS QUAD   -  FORT MYERS SE (1987)
 AA4496
 AA4496                         *CURRENT SURVEY CONTROL
 AA4496  ___________________________________________________________________
 AA4496* NAD 83(1999)-  26 34 50.22414(N)    081 52 16.11074(W)     ADJUSTED  
 AA4496* NAVD 88     -         2.98   (meters)       9.8    (feet)  GPS OBS   
 AA4496  ___________________________________________________________________
 AA4496  X           -     807,083.757 (meters)                     COMP
 AA4496  Y           -  -5,650,462.758 (meters)                     COMP
 AA4496  Z           -   2,836,726.343 (meters)                     COMP
 AA4496  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AA4496  ELLIP HEIGHT-         -21.06  (meters)          (06/19/01) GPS OBS
 AA4496  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AA4496
 AA4496  HORZ ORDER  -  FIRST
 AA4496  ELLP ORDER  -  FOURTH    CLASS I
 AA4496
 AA4496.This mark is at Page Field Airport (FMY)
 AA4496
 AA4496.The horizontal coordinates were established by GPS observations
 AA4496.and adjusted by the National Geodetic Survey in June 2001..
 AA4496
 AA4496.The orthometric height was determined by GPS observations and a
 AA4496.high-resolution geoid model.
 AA4496
 AA4496.GPS derived orthometric heights for airport stations designated as
 AA4496.PACS or SACS are published to 2 decimal places.  This maintains
 AA4496.centimeter relative accuracy between the PACS and SACS.  It does
 AA4496.not indicate centimeter accuracy relative to other marks which are
 AA4496.part of the NAVD 88 network.
 AA4496
 AA4496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4496
 AA4496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4496
 AA4496.The ellipsoidal height was determined by GPS observations
 AA4496.and is referenced to NAD 83.
 AA4496
 AA4496.The geoid height was determined by GEOID03.
 AA4496
 AA4496;                    North         East     Units Scale Factor Converg.
 AA4496;SPC FL W     -   248,945.600   212,836.154   MT  0.99994321   +0 03 27.6
 AA4496;SPC FL W     -   816,749.02    698,279.95   sFT  0.99994321   +0 03 27.6
 AA4496;UTM  17      - 2,940,281.295   413,249.163   MT  0.99969291   -0 23 23.4
 AA4496
 AA4496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4496!SPC FL W     -   1.00000331  x   0.99994321  =   0.99994652
 AA4496!UTM  17      -   1.00000331  x   0.99969291  =   0.99969622
 AA4496
 AA4496                          SUPERSEDED SURVEY CONTROL
 AA4496
 AA4496  NAD 83(1990)-  26 34 50.22226(N)    081 52 16.10984(W) AD(       ) 1
 AA4496  ELLIP H (02/22/95)  -21.02   (m)                       GP(       ) 4 2
 AA4496  NGVD 29 (02/22/95)    3.34   (m)           11.0    (f) LEVELING    3  
 AA4496
 AA4496.Superseded values are not recommended for survey control.
 AA4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4496.See file dsdata.txt to determine how the superseded data were derived.
 AA4496
 AA4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1324940281(NAD 83)
 AA4496_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4496_STAMPING: AP 1969 STA A3 FMY
 AA4496_MARK LOGO: CGS   
 AA4496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4496+STABILITY: SURFACE MOTION
 AA4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4496+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1996
 AA4496
 AA4496  HISTORY     - Date     Condition        Report By
 AA4496  HISTORY     - 1969     MONUMENTED       NOS
 AA4496  HISTORY     - 19900615 GOOD             NOS
 AA4496  HISTORY     - 19930211 GOOD             NOS
 AA4496  HISTORY     - 19960209 GOOD             NGS
 AA4496
 AA4496                          STATION DESCRIPTION
 AA4496
 AA4496'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 AA4496'THE STATION IS LOCATED AT THE SOUTH WEST PART OF PAGE FIELD 175.0 FT
 AA4496'(53.3 M) NORTHWEST OF THE CENTERLINE OF RUNWAY 5-23 218.7 FT (66.7 M)
 AA4496'NORTH OF THE CENTERLINE END OF RUNWAY 5 AND 121.8 FT (37.1 M)
 AA4496'WEST-NORTHWEST OF THE INTERSECTION OF THE NORTHEAST EDGE OF ASPHALT
 AA4496'BLAST PAD AND THE NORTHWEST EDGE OF THE RUNWAY THE STATION IS A
 AA4496'STANDARD TOPO DISK SET IN A CONCRETE MONUMENT 0.2 FT (6.1 CM) BELOW
 AA4496'THE GROUND AND STAMPED AP 1969 STA A3 FMY.
 AA4496
 AA4496                          STATION RECOVERY (1993)
 AA4496
 AA4496'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AA4496'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF THE LEE COUNTY
 AA4496'AIRPORT-PAGE FIELD NEAR RUNWAY END 23, 190.9 FT (58.2 M) SOUTHWEST OF
 AA4496'THE WESTERLY CORNER OF THE TLS-LO BUILDING, 169.1 FT (51.5 M) NORTH OF
 AA4496'THE MOST NORTHERLY THRESHOLD LIGHT, 145.2 FT (44.3 M) NORTHEAST OF THE
 AA4496'RUNWAY END EXTENDED, 128.5 FT (39.2 M) NORTHWEST OF THE NORTHWEST EDGE
 AA4496'OF THE RUNWAY EXTENDED AND 153.2 FT (46.7 M) NORTHEAST OF AP 1969 STA
 AA4496'B3 FMY. THE STATION IS A STANDARD NOAYS AND SET ON RANGE WITH THE
 AA4496'FOURTH RUNWAY LIGHT AND THE LIGHT ON THE OPPOSITE SIDE OF THE RUNWAY.
 AA4496'THE STATION IS A STANDARD NOS DISK STAMPED -ARP 3 1976 FMY- SET IN THE
 AA4496'TOP OF A CONCRETE MONUMENT ABOUT 0.2 FT (6.1 CM) BELOW THE SURFACE OF
 AA4496'THE GROUND.
 AA4496
 AA4496                          STATION RECOVERY (1996)
 AA4496
 AA4496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AA4496'THE STATION IS LOCATED AT PAGE FIELD ON THE SOUTH SIDE OF FORT MYERS.
 AA4496'IT IS SET ON THE SOUTHWESTERN EDGE OF THE AIRPORT ON THE NORTHWESTERN
 AA4496'SIDE OF AND NEAR THE SOUTHWEST END OF RUNWAY 5.  OWNERSHIP -- LEE
 AA4496'COUNTY.  OPERATED BY LEE COUNTY PORT AUTHORITY, 501 DANLEY DRIVE, PAGE
 AA4496'FIELD, FT.  MYERS, FL 33907, JEFF GRAY - GENERAL MANAGER - TELEPHONE
 AA4496'(941) 936-1443.  PERMISSION NEEDED TO ENTER AIRFIELD.  TO REACH THE
 AA4496'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY
 AA4496'884 AT INTERSTATE HIGHWAY 75 EXIT 22 EAST OF FORT MYERS, GO WEST ON
 AA4496'STATE HIGHWAY 884 (COLONIAL BLVD) FOR 4.55 MI (7.32 KM) TO ITS
 AA4496'JUNCTION WITH U.S.  HIGHWAY 41 (CLEVELAND AVE) . TURN LEFT AND GO
 AA4496'SOUTH ON U.S.  HIGHWAY 41 FOR 1.15 MI (1.85 KM) TO PAGE FIELD GATE
 AA4496'NUMBER 19 ON THE LEFT ACROSS THE DIVIDED HIGHWAY. CONTINUE SOUTH ON
 AA4496'U.S.  HIGHWAY 41 FOR 0.2 MI (0.3 KM) TO TRAFFIC LIGHT AND SOUTH RD ON
 AA4496'THE LEFT.  MAKE A U-TURN AND GO BACK NORTH ON U.S.  HIGHWAY 41 FOR 0.2
 AA4496'MI (0.3 KM) TO PAGE FIELD GATE NUMBER 19 ON THE RIGHT.  TURN RIGHT AND
 AA4496'PASS THRU THE LOCKED GATE, GOING NORTHEAST ALONG THE NORTHWEST EDGE OF
 AA4496'RUNWAY 5-23 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE
 AA4496'STATION IS A U.S.C.  AND G.S.  TOPOGRAPHIC STATION DISK SET IN THE TOP
 AA4496'OF A 9.5-INCH ROUND CONCRETE MONUMENT AT IS 3-INCHES BELOW THE
 AA4496'SURFACE.  IT IS 65.0 M (213.3 FT) EAST OF THE 6-INCH ROUND GATE POST
 AA4496'ON THE NORTH END OF GATE 19, 55.23 M (181.20 FT) NORTH-NORTHEAST OF
 AA4496'THE MOST NORTHERLY OF THE RED THRESHOLD LIGHTS ON THE NORTHWEST SIDE
 AA4496'OF RUNWAY 5-23, 53.25 M (174.70 FT) NORTHWEST OF THE APPROXIMATE
 AA4496'CENTERLINE OF RUNWAY 5-23, 51.0 M (167.3 FT) NORTH-NORTHEAST OF THE
 AA4496'NORTHEAST CORNER OF ELECTRIC DUCT COVER AT THE SOUTHWEST CORNER OF
 AA4496'RUNWAY 5-23, 44.35 M (145.50 FT) EAST OF WITNESS POST IN CHAIN LINK
 AA4496'FENCE LINE, AND 27.35 M (89.73 FT) NORTHWEST OF A RED LIGHT ON THE
 AA4496'NORTHWEST EDGE OF RUNWAY 5-23.  THIS IS A SECONDARY AIRPORT CONTROL
 AA4496'STATION.  WJR
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2521 ***********************************************************************
 AD2521  SACS        -  This is a Secondary Airport Control Station.
 AD2521  DESIGNATION -  AP STA A HWO
 AD2521  PID         -  AD2521
 AD2521  STATE/COUNTY-  FL/BROWARD
 AD2521  USGS QUAD   -  NORTH MIAMI (1988)
 AD2521
 AD2521                         *CURRENT SURVEY CONTROL
 AD2521  ___________________________________________________________________
 AD2521* NAD 83(1999)-  25 59 54.93499(N)    080 14 05.61782(W)     ADJUSTED  
 AD2521* NAVD 88     -         2.109  (meters)       6.92   (feet)  ADJUSTED  
 AD2521  ___________________________________________________________________
 AD2521  X           -     972,941.946 (meters)                     COMP
 AD2521  Y           -  -5,653,257.917 (meters)                     COMP
 AD2521  Z           -   2,778,911.700 (meters)                     COMP
 AD2521  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AD2521  ELLIP HEIGHT-         -23.15  (meters)          (06/19/01) GPS OBS
 AD2521  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AD2521  DYNAMIC HT  -           2.106 (meters)       6.91  (feet)  COMP
 AD2521  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 AD2521
 AD2521  HORZ ORDER  -  FIRST
 AD2521  VERT ORDER  -  SECOND    CLASS 0
 AD2521  ELLP ORDER  -  FOURTH    CLASS I
 AD2521
 AD2521.This mark is at Hollywood Airport (HWO)
 AD2521
 AD2521.The horizontal coordinates were established by GPS observations
 AD2521.and adjusted by the National Geodetic Survey in June 2001..
 AD2521
 AD2521.The orthometric height was determined by differential leveling
 AD2521.and adjusted by the National Geodetic Survey in June 1991..
 AD2521
 AD2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD2521
 AD2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD2521
 AD2521.The ellipsoidal height was determined by GPS observations
 AD2521.and is referenced to NAD 83.
 AD2521
 AD2521.The geoid height was determined by GEOID03.
 AD2521
 AD2521.The dynamic height is computed by dividing the NAVD 88
 AD2521.geopotential number by the normal gravity value computed on the
 AD2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2521.degrees latitude (g = 980.6199 gals.).
 AD2521
 AD2521.The modeled gravity was interpolated from observed gravity values.
 AD2521
 AD2521;                    North         East     Units Scale Factor Converg.
 AD2521;SPC FL E     -   184,683.179   276,598.498   MT  1.00001360   +0 20 07.4
 AD2521;SPC FL E     -   605,914.73    907,473.57   sFT  1.00001360   +0 20 07.4
 AD2521;UTM  17      - 2,875,752.147   576,572.363   MT  0.99967239   +0 20 07.4
 AD2521
 AD2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD2521!SPC FL E     -   1.00000364  x   1.00001360  =   1.00001724
 AD2521!UTM  17      -   1.00000364  x   0.99967239  =   0.99967603
 AD2521
 AD2521                          SUPERSEDED SURVEY CONTROL
 AD2521
 AD2521  NAD 83(1990)-  25 59 54.93366(N)    080 14 05.61680(W) AD(       ) 1
 AD2521  ELLIP H (02/22/95)  -23.18   (m)                       GP(       ) 4 1
 AD2521  NGVD 29 (??/??/92)    2.586  (m)            8.48   (f) ADJ UNCH    2 0
 AD2521
 AD2521.Superseded values are not recommended for survey control.
 AD2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2521.See file dsdata.txt to determine how the superseded data were derived.
 AD2521
 AD2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7657275752(NAD 83)
 AD2521_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2521_STAMPING: AP STA A HWO 1970
 AD2521_MARK LOGO: CGS   
 AD2521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2521+STABILITY: SURFACE MOTION
 AD2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2521+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 AD2521
 AD2521  HISTORY     - Date     Condition        Report By
 AD2521  HISTORY     - 1970     MONUMENTED       NGS
 AD2521  HISTORY     - 1976     GOOD             NGS
 AD2521  HISTORY     - 19830615 GOOD             CGS
 AD2521  HISTORY     - 19931202 GOOD             NOS
 AD2521  HISTORY     - 19940330 GOOD             USPSQD
 AD2521  HISTORY     - 19950205 GOOD             USPSQD
 AD2521  HISTORY     - 20010416 GOOD             GCYI
 AD2521  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AD2521
 AD2521                          STATION DESCRIPTION
 AD2521
 AD2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2521'AT NORTH PERRY AIRPORT.
 AD2521'AT THE NORTH PERRY AIRPORT, NEAR THE EAST END OF RUNWAY 27 L,
 AD2521'224 FEET NORTHEAST OF THE 2ND RUNWAY LIGHT FROM THE EAST END OF
 AD2521'THE RUNWAY AND ALONG THE NORTH SIDE OF THE RUNWAY, 235 FEET NORTHWEST
 AD2521'OF THE MOST NORTHERLY THRESHOLD LIGHT, 99.6 FEET NORTH OF THE
 AD2521'NORTH EDGE OF THE RUNWAY, 89.5 FEET NORTH OF THE 1ST RUNWAY LIGHT
 AD2521'FROM THE EAST END OF THE RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND
 AD2521'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE
 AD2521'NORTH PERRY AIRPORT IS LOCATED ABOUT 5.0 MILES WEST OF THE CITY
 AD2521'HALL AT HOLLYWOOD.
 AD2521
 AD2521                          STATION RECOVERY (1976)
 AD2521
 AD2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AD2521'RECOVERED IN GOOD CONDITION.
 AD2521
 AD2521                          STATION RECOVERY (1983)
 AD2521
 AD2521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 AD2521'LOCATED AT NORTH PERRY AIRPORT NEAR THE END OF RUNWAY 27L 224.0 FT
 AD2521'(68.3 M) NE OF THE 2ND RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY
 AD2521'235.0 FT (71.6 M) NW OF THE MOST NORTHERLY THRESHOLD LIGHT 99.6 FT
 AD2521'(30.4 M) N OF THE N EDGE OF RUNWAY 27L AND 89.5 FT (27.3 M) N OF THE
 AD2521'1ST RUNWAY LIGHT ON THE N SIDE OF RUNWAY 27L A TOPOGRAPHIC DISK
 AD2521'STAMPED AP 1970 STA A HWO IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH
 AD2521'WITH THE GROUND.
 AD2521
 AD2521                          STATION RECOVERY (1993)
 AD2521
 AD2521'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AD2521'THE STATION IS LOCATED ON THE NORTH PERRY AIRPORT AT THE SOUTHEAST END
 AD2521'NEAR RUNWAY END 27L IN HOLLYWOOD, FLORIDA. TO REACH THE STATION FROM
 AD2521'THE FLORIDA TURNPIKE EXTENSION (STATE HIGHWAY 821) AND UNIVERSITY ROAD
 AD2521'(NORTHWEST AVENUE) PROCEED NORTH ON UNIVERSITY ROAD FOR 2.8 MI (4.5
 AD2521'KM) TO PINE BLUFF BOULEVARD (STATE HIGHWAY 820)AND PROCEED EAST FOR
 AD2521'0.4 MI (0.6 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT,TURN RIGHT
 AD2521'AND PROCEED SOUTH FOR 0.3 MI (0.5 KM) TO A GATE, PROCEED THROUGH THE
 AD2521'GATE AND CONTINUE FOR 0.05 MI (0.08 KM) TO THE RAMP GATE, PROCEED
 AD2521'SOUTHWEST ACROSS RAMP TO TAXIWAY B, TURN SOUTH AND GO 0.45 MI (0.72
 AD2521'KM) TO TAXIWAY L, TURN EAST ON TAXIWAY L AND GO 0.8 MI (1.3 KM) TO END
 AD2521'OF TAXIWAY, TURN NORTH AND CROSS RUNWAY END 27L TO THE BLIMP SITE AND
 AD2521'STATION ON THE LEFT. THE STATION IS 235.0 FT (71.6 M) NORTHWEST OF THE
 AD2521'MOST NORTHERLY THRESHOLD LIGHT, 224.0 FT (68.3 M) NORTHEAST OF THE
 AD2521'SECOND RUNWAY LIGHT ON THE NORTH SIDE OF RUNWAY 27L, 99.6 FT (30.4 M)
 AD2521'NORTH OF THE NORTH EDGE OF RUNWAY 27L, AND 89.5 FT (27.3 M) NORTH OF
 AD2521'THE FIRST RUNWAY LIGHT ON THE NORTH SIDE OF RUNWAY 27L. THE STATION IS
 AD2521'A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970 STA A HWO AND SET FLUSH
 AD2521'WITH THE GROUND IN A CONCRETE MONUMENT. FOR ACCESS TO STATION AND THE
 AD2521'AIRPORT, CONTACT MR. FRED C.HOFFMAN, AIRPORT MANAGER, NORTH PERRY
 AD2521'AIRPORT, 7750 HOLLYWOOD BOULEVARD, BOX 13, PEMBROKE PINES, FLORIDA
 AD2521'33024, PHONE (305) 964-0220. DESCRIBE BY RALPH A. HARRELL, CHIEF OF
 AD2521'NOS PARTY.
 AD2521
 AD2521                          STATION RECOVERY (1994)
 AD2521
 AD2521'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2521'RECOVERED IN GOOD CONDITION.
 AD2521
 AD2521                          STATION RECOVERY (1995)
 AD2521
 AD2521'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2521'RECOVERED IN GOOD CONDITION.
 AD2521
 AD2521                          STATION RECOVERY (2001)
 AD2521
 AD2521'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD2521'RECOVERED IN GOOD CONDITION.
 AD2521
 AD2521                          STATION RECOVERY (2001)
 AD2521
 AD2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5403 ***********************************************************************
 AG5403  DESIGNATION -  AP STA A RESET 1962
 AG5403  PID         -  AG5403
 AG5403  STATE/COUNTY-  FL/PINELLAS
 AG5403  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5403
 AG5403                         *CURRENT SURVEY CONTROL
 AG5403  ___________________________________________________________________
 AG5403* NAD 83(1986)-  27 54 06.     (N)    082 41 10.     (W)     SCALED    
 AG5403* NAVD 88     -         2.468  (meters)       8.10   (feet)  ADJUSTED  
 AG5403  ___________________________________________________________________
 AG5403  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG5403  DYNAMIC HT  -           2.465 (meters)       8.09  (feet)  COMP
 AG5403  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AG5403
 AG5403  VERT ORDER  -  SECOND    CLASS 0
 AG5403
 AG5403.This mark is at St Petersburg Clearwater Int'l Airport (PIE)
 AG5403
 AG5403.The horizontal coordinates were scaled from a topographic map and have
 AG5403.an estimated accuracy of +/- 6 seconds.
 AG5403
 AG5403.The orthometric height was determined by differential leveling
 AG5403.and adjusted by the National Geodetic Survey in June 1991..
 AG5403
 AG5403.The geoid height was determined by GEOID03.
 AG5403
 AG5403.The dynamic height is computed by dividing the NAVD 88
 AG5403.geopotential number by the normal gravity value computed on the
 AG5403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5403.degrees latitude (g = 980.6199 gals.).
 AG5403
 AG5403.The modeled gravity was interpolated from observed gravity values.
 AG5403
 AG5403;                    North         East    Units  Estimated Accuracy
 AG5403;SPC FL W     -   395,500.      132,460.      MT  (+/- 180 meters Scaled)
 AG5403
 AG5403                          SUPERSEDED SURVEY CONTROL
 AG5403
 AG5403  NGVD 29 (??/??/92)    2.731  (m)            8.96   (f) ADJ UNCH    2 0
 AG5403
 AG5403.Superseded values are not recommended for survey control.
 AG5403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5403.See file dsdata.txt to determine how the superseded data were derived.
 AG5403
 AG5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL340874(NAD 83)
 AG5403_MARKER: DT = TOPOGRAPHIC STATION DISK
 AG5403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5403_SP_SET: CONCRETE BASE
 AG5403_STAMPING: AP 1956 STA A
 AG5403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5403
 AG5403  HISTORY     - Date     Condition        Report By
 AG5403  HISTORY     - 1962     MONUMENTED       CGS
 AG5403  HISTORY     - 1975     GOOD             FLDT
 AG5403  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG5403
 AG5403                          STATION DESCRIPTION
 AG5403
 AG5403'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5403'2.5 MI E FROM LARGO.
 AG5403'STATION IS LOCATED AT ST. PETERSBURG-CLEARWATER INTERNATIONAL
 AG5403'AIRPORT, AT THE INTERSECTION OF RUNWAYS 17-35 AND 4-22, 134.2
 AG5403'FT. NORTH OF THE SE CORNER OF RUNWAY 17-35, 10.7 FT. WEST OF
 AG5403'RUNWAY LIGHT, 1.0 FT. SE OF THE SE CORNER OF RUNWAYS 17-35
 AG5403'AND 4-22.  SET IN TOP OF CONCRETE BASE OF AN ABANDONED RUNWAY
 AG5403'LIGHT.  SEC 3, T 30S, R 16E
 AG5403
 AG5403                          STATION RECOVERY (1985)
 AG5403
 AG5403'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG5403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2524 ***********************************************************************
 AD2524  SACS        -  This is a Secondary Airport Control Station.
 AD2524  DESIGNATION -  AP STA B
 AD2524  PID         -  AD2524
 AD2524  STATE/COUNTY-  FL/BROWARD
 AD2524  USGS QUAD   -  NORTH MIAMI (1988)
 AD2524
 AD2524                         *CURRENT SURVEY CONTROL
 AD2524  ___________________________________________________________________
 AD2524* NAD 83(1999)-  25 59 55.09551(N)    080 14 34.75235(W)     ADJUSTED  
 AD2524* NAVD 88     -         1.716  (meters)       5.63   (feet)  ADJUSTED  
 AD2524  ___________________________________________________________________
 AD2524  X           -     972,143.004 (meters)                     COMP
 AD2524  Y           -  -5,653,392.842 (meters)                     COMP
 AD2524  Z           -   2,778,915.987 (meters)                     COMP
 AD2524  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AD2524  ELLIP HEIGHT-         -23.50  (meters)          (06/19/01) GPS OBS
 AD2524  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AD2524  DYNAMIC HT  -           1.713 (meters)       5.62  (feet)  COMP
 AD2524  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 AD2524
 AD2524  HORZ ORDER  -  FIRST
 AD2524  VERT ORDER  -  SECOND    CLASS II
 AD2524  ELLP ORDER  -  FOURTH    CLASS I
 AD2524
 AD2524.This mark is at Hollywood Airport (HWO)
 AD2524
 AD2524.The horizontal coordinates were established by GPS observations
 AD2524.and adjusted by the National Geodetic Survey in June 2001..
 AD2524
 AD2524.The orthometric height was determined by differential leveling
 AD2524.and adjusted by the National Geodetic Survey in June 1991..
 AD2524
 AD2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD2524
 AD2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD2524
 AD2524.The ellipsoidal height was determined by GPS observations
 AD2524.and is referenced to NAD 83.
 AD2524
 AD2524.The geoid height was determined by GEOID03.
 AD2524
 AD2524.The dynamic height is computed by dividing the NAVD 88
 AD2524.geopotential number by the normal gravity value computed on the
 AD2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2524.degrees latitude (g = 980.6199 gals.).
 AD2524
 AD2524.The modeled gravity was interpolated from observed gravity values.
 AD2524
 AD2524;                    North         East     Units Scale Factor Converg.
 AD2524;SPC FL E     -   184,683.400   275,788.218   MT  1.00001207   +0 19 54.7
 AD2524;SPC FL E     -   605,915.45    904,815.18   sFT  1.00001207   +0 19 54.7
 AD2524;UTM  17      - 2,875,752.369   575,762.360   MT  0.99967087   +0 19 54.7
 AD2524
 AD2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD2524!SPC FL E     -   1.00000369  x   1.00001207  =   1.00001576
 AD2524!UTM  17      -   1.00000369  x   0.99967087  =   0.99967456
 AD2524
 AD2524                          SUPERSEDED SURVEY CONTROL
 AD2524
 AD2524  NAD 83(1990)-  25 59 55.09418(N)    080 14 34.75130(W) AD(       ) 1
 AD2524  ELLIP H (02/22/95)  -23.52   (m)                       GP(       ) 4 1
 AD2524  NGVD 29 (??/??/92)    2.193  (m)            7.19   (f) ADJ UNCH    2 0
 AD2524
 AD2524.Superseded values are not recommended for survey control.
 AD2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2524.See file dsdata.txt to determine how the superseded data were derived.
 AD2524
 AD2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7576275752(NAD 83)
 AD2524_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2524_STAMPING: AP STA B HWO 1970
 AD2524_MARK LOGO: CGS   
 AD2524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2524+STABILITY: SURFACE MOTION
 AD2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2524+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1993
 AD2524
 AD2524  HISTORY     - Date     Condition        Report By
 AD2524  HISTORY     - 1970     MONUMENTED       NGS
 AD2524  HISTORY     - 1976     GOOD             NGS
 AD2524  HISTORY     - 19850615 GOOD             CGS
 AD2524  HISTORY     - 19931202 GOOD             NOS
 AD2524  HISTORY     - 19940330 GOOD             USPSQD
 AD2524  HISTORY     - 19950205 GOOD             USPSQD
 AD2524  HISTORY     - 19951107 GOOD             FLDT
 AD2524  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AD2524
 AD2524                          STATION DESCRIPTION
 AD2524
 AD2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2524'AT NORTH PERRY AIRPORT.
 AD2524'AT THE NORTH PERRY AIRPORT, NEAR THE WEST END OF RUNWAY 9 R,
 AD2524'201.3 FEET NORTHWEST OF THE 2 ND RUNWAY LIGHT FROM THE WEST END
 AD2524'AND ALONG THE NORTH SIDE OF RUNWAY 9 R, 198.2 FEET NORTHEAST OF
 AD2524'THE MOST NORTHERLY THRESHOLD LIGHT, 100 FEET NORTH OF THE NORTH
 AD2524'EDGE OF RUNWAY 9 R, 90.3 FEET NORTH OF THE 1 ST RUNWAY LIGHT
 AD2524'ALONG THE NORTH SIDE OF RUNWAY 9 R, ABOUT LEVEL WITH THE RUNWAY
 AD2524'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AD2524'NOTE-- THE NORTH PERRY AIRPORT IS ABOUT 5 MILES WEST OF THE CITY
 AD2524'HALL AT HOLLYWOOD.
 AD2524
 AD2524                          STATION RECOVERY (1976)
 AD2524
 AD2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AD2524'RECOVERED IN GOOD CONDITION.
 AD2524
 AD2524                          STATION RECOVERY (1985)
 AD2524
 AD2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985
 AD2524'LOCATED AT NORTH PERRY AIRPORT NEAR THE END OF RUNWAY 9R 201.3 FT
 AD2524'(61.4 M) NW OF THE 2ND RUNWAY LIGHT ON THE NORTH SIDE OF RUNWAY 9R
 AD2524'198.2 FT (60.4 M) NE OF THE MOST NORTHERLY THRESHOLD LIGHT 100.0 FT
 AD2524'(30.5 M) NORTH OF THE NORTH EDGE OF RUNWAY 9R AND 90.3 FT (27.5 M)
 AD2524'NORTH OF THE FIRST RUNWAY LIGHT ON THE NORTH SIDE OF RUNWAY 9R A
 AD2524'TOPOGRAPHIC DISK STAMPED AP 1970 STA B HWO IN TOP OF A CONCRETE
 AD2524'MONUMENT ABOUT FLUSH WITH THE GROUND.
 AD2524
 AD2524                          STATION RECOVERY (1993)
 AD2524
 AD2524'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AD2524'THE STATION IS LOCATED ON THE NORTH PERRY AIRPORT ON THE SOUTHWEST
 AD2524'SIDE IN HOLLYWOOD, FLORIDA. TO REACH THE STATION FROM THE FLORIDA
 AD2524'TURNPIKE EXTENSION (STATE HIGHWAY 821) AND UNIVERSITY ROAD (NORTHWEST
 AD2524'27TH AVENUE) TURN NORTH ON UNIVERSITY ROAD AND PROCEED FOR 2.8 MI (4.5
 AD2524'KM) TO PINES BOULEVARD (STATE HIGHWAY 820) TURN RIGHT ON PINES
 AD2524'BOULEVARD AND PROCEED EAST FOR 0.4 MI (0.6 KM) TO THE AIRPORT ENTRANCE
 AD2524'ROAD ON THE RIGHT, TURN RIGHT AND PROCEED SOUTH FOR 0.3 MI (0.5 KM) TO
 AD2524'A GATE, PROCEED THROUGH THE GATE AND CONTINUE FOR 0.05 MI (0.08 KM) TO
 AD2524'RAMP GATE, PROCEED THROUGH THE RAMP GATE AND CONTINUE SOUTHWEST ON THE
 AD2524'RAMP FOR 0.1 MI (0.2 KM) TO TAXIWAY B, CONTINUE SOUTH ON TAXIWAY B FOR
 AD2524'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED
 AD2524'201.3 FT (61.4 M) NORTHWEST OF THE SECOND RUNWAY LIGHT ON THE NORTH
 AD2524'EDGE OF RUNWAY 9R, 198.2 FT (60.4 M) NORTHEAST OF THE MOST NORTHERLY
 AD2524'THRESHOLD LIGHT, 100.0 FT (30.5 M) NORTH OF THE NORTH EDGE OF RUNWAY
 AD2524'9R, AND 90.3 FT (27.5 M) NORTH OF THE FIRST RUNWAY LIGHT ON THE NORTH
 AD2524'SIDE OF 9R. THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970
 AD2524'STA B HWO AND SET FLUSH WITH THE GROUND IN A CONCRETE MONUMENT. FOR
 AD2524'ACCESS TO STATION AND THE AIRPORT, CONTACT MR. FRED C. HOFFMAN,
 AD2524'AIRPORT MANAGER, NORTH PERRY AIRPORT, 7750 HOLLYWOOD BOULEVARD, BOX
 AD2524'13, PEMBROKE PINES, FLORIDA 33024, PHONE (305) 964-0220 DESCRIBED BY
 AD2524'RALPH A. HARRELL CHIEF OF NOS PARTY.
 AD2524
 AD2524                          STATION RECOVERY (1994)
 AD2524
 AD2524'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2524'RECOVERED IN GOOD CONDITION.
 AD2524
 AD2524                          STATION RECOVERY (1995)
 AD2524
 AD2524'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2524'RECOVERED IN GOOD CONDITION.
 AD2524
 AD2524                          STATION RECOVERY (1995)
 AD2524
 AD2524'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AD2524'RECOVERED AS DESCRIBED IN LINE 102, QUAD 260802.
 AD2524
 AD2524                          STATION RECOVERY (2001)
 AD2524
 AD2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2524'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4479 ***********************************************************************
 AA4479  SACS        -  This is a Secondary Airport Control Station.
 AA4479  DESIGNATION -  AP STA C PFN
 AA4479  PID         -  AA4479
 AA4479  STATE/COUNTY-  FL/BAY
 AA4479  USGS QUAD   -  PANAMA CITY (1982)
 AA4479
 AA4479                         *CURRENT SURVEY CONTROL
 AA4479  ___________________________________________________________________
 AA4479* NAD 83(1999)-  30 13 11.56026(N)    085 41 16.82861(W)     ADJUSTED  
 AA4479* NAVD 88     -         1.89   (meters)       6.2    (feet)  GPS OBS   
 AA4479  ___________________________________________________________________
 AA4479  X           -     414,734.400 (meters)                     COMP
 AA4479  Y           -  -5,500,393.129 (meters)                     COMP
 AA4479  Z           -   3,191,446.147 (meters)                     COMP
 AA4479  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AA4479  ELLIP HEIGHT-         -25.84  (meters)          (06/19/01) GPS OBS
 AA4479  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA4479
 AA4479  HORZ ORDER  -  FIRST
 AA4479  ELLP ORDER  -  FOURTH    CLASS I
 AA4479
 AA4479.This mark is at Panama City-Bay Co Intl Airport (PFN)
 AA4479
 AA4479.The horizontal coordinates were established by GPS observations
 AA4479.and adjusted by the National Geodetic Survey in June 2001..
 AA4479
 AA4479.The orthometric height was determined by GPS observations and a
 AA4479.high-resolution geoid model.
 AA4479
 AA4479.GPS derived orthometric heights for airport stations designated as
 AA4479.PACS or SACS are published to 2 decimal places.  This maintains
 AA4479.centimeter relative accuracy between the PACS and SACS.  It does
 AA4479.not indicate centimeter accuracy relative to other marks which are
 AA4479.part of the NAVD 88 network.
 AA4479
 AA4479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4479
 AA4479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4479
 AA4479.The ellipsoidal height was determined by GPS observations
 AA4479.and is referenced to NAD 83.
 AA4479
 AA4479.The geoid height was determined by GEOID03.
 AA4479
 AA4479;                    North         East     Units Scale Factor Converg.
 AA4479;SPC FL N     -   135,816.215   485,634.988   MT  0.99994885   -0 35 49.2
 AA4479;SPC FL N     -   445,590.37  1,593,287.46   sFT  0.99994885   -0 35 49.2
 AA4479;UTM  16      - 3,343,877.705   626,264.197   MT  0.99979669   +0 39 37.6
 AA4479
 AA4479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4479!SPC FL N     -   1.00000406  x   0.99994885  =   0.99995291
 AA4479!UTM  16      -   1.00000406  x   0.99979669  =   0.99980075
 AA4479
 AA4479                          SUPERSEDED SURVEY CONTROL
 AA4479
 AA4479  NAD 83(1990)-  30 13 11.55992(N)    085 41 16.82776(W) AD(       ) 1
 AA4479  ELLIP H (01/24/95)  -25.70   (m)                       GP(       ) 4 2
 AA4479  NGVD 29 (01/24/95)    2.05   (m)            6.7    (f) LEVELING    3  
 AA4479
 AA4479.Superseded values are not recommended for survey control.
 AA4479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4479.See file dsdata.txt to determine how the superseded data were derived.
 AA4479
 AA4479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2626443878(NAD 83)
 AA4479_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4479_STAMPING: AP 1967 STA C
 AA4479_MARK LOGO: NOS   
 AA4479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4479+STABILITY: SURFACE MOTION
 AA4479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4479+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 AA4479
 AA4479  HISTORY     - Date     Condition        Report By
 AA4479  HISTORY     - 1967     MONUMENTED       NOS
 AA4479  HISTORY     - 19930615 GOOD             CGS
 AA4479  HISTORY     - 19951115 GOOD             NGS
 AA4479
 AA4479                          STATION DESCRIPTION
 AA4479
 AA4479'DESCRIBED BY NATIONAL OCEAN SERVICE 1967 (DLS)
 AA4479'STATION IS LOCATED AT THE PANAMA CITY-BAY COUNTY AIRPORT.  AIRPORT IS
 AA4479'LOCATED NORTHWEST OF THE CITY OF PANAMA CITY AND NORTH OF THE JUNCTION
 AA4479'OF US HIGHWAYS 98 AND 231.
 AA4479' 
 AA4479'TO REACH STATION FROM THE TERMINAL RAMP AND CONTROL TOWER PROCEED EAST
 AA4479'TO THE TAXIWAY RUNNING PARALLEL TO RUNWAY 14/32.  TURN NORTH AND
 AA4479'PROCEED VIA TAXIWAY TO RUNWAY 5/23.  CROSS RUNWAY AND CONTINUE TO
 AA4479'RUNWAY END 14.  CROSS RUNWAY AT END TO STATION ON EAST SIDE OF RUNWAY
 AA4479'ON LINE WITH RUNWAY END.
 AA4479' 
 AA4479'IT IS 75.0 FT (22.9 M) NE OF THE NE EDGE OF THE RUNWAY AND 73.1 FT
 AA4479'(22.3 M) E OF THE NORTHEASTERLY MOST THRESHOLD LIGHT (SHOWS GREEN AND
 AA4479'RED).
 AA4479' 
 AA4479'ACCESS TO THE AIRPORT IS CONTROLLED.  CONTACT AIRPORT ASSISTANT
 AA4479'DIRECTOR, MIKE HAYNES, 3173 AIRPORT ROAD, BOX A, PANAMA CITY, FL 32405
 AA4479'OR TELEPHONE 904/763-6751 TO ARRANGE ACCESS.
 AA4479
 AA4479                          STATION RECOVERY (1993)
 AA4479
 AA4479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993
 AA4479'THE STATION IS LOCATED ON THE NORTHWEST SECTION OF PANAMA CITY-BAY
 AA4479'COUNTY AIRPORT IT IS ADJACENT TO RUNWAY END 14 AND ON THE NORTHEAST
 AA4479'SIDE OF THE RUNWAY THE STATION IS 75.0 FT (22.9 M) NORTHEAST OF THE
 AA4479'NORTHEAST EDGE OF THE RUNWAY AND 73.1 FT (22.3 M) EAST OF THE MOST
 AA4479'NORTHERLY THRESHOLD LIGHT ON RUNWAY END THE STATION IS A STANDARD TOPO
 AA4479'DISK SET IN A CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND THE DISK
 AA4479'IS STAMPED AP 1967 STA C.
 AA4479
 AA4479                          STATION RECOVERY (1995)
 AA4479
 AA4479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AA4479'THE STATION IS LOCATED ON THE PANAMA CITY-BAY COUNTY INTERNATIONAL
 AA4479'AIRPORT WHICH IS NORTHWEST OF DOWNTOWN PANAMA CITY.  IT IS ON THE
 AA4479'NORTHEAST SIDE OF THE NORTHWEST END OF RUNWAY 14-32.  OWNERSHIP --
 AA4479'PANAMA CITY-BAY COUNTY AIRPORT AUTHORITY.  ACCESS TO THE AIRPORT IS
 AA4479'CONTROLLED.  CONTACT AIRPORT ASSISTANT DIRECTOR, MIKE HAYNES, 3173
 AA4479'AIRPORT ROAD, BOX A, PANAMA CITY, FL 32405, TELEPHONE (904) 763-6751
 AA4479'FOR ACCESS TO THE AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF
 AA4479'U.S.  HIGHWAY 98 AND STATE HIGHWAY 390 ON THE WEST SIDE OF PANAMA
 AA4479'CITY, GO NORTH AND NORTHEAST ON STATE HIGHWAY 390 FOR 2.35 MI (3.78
 AA4479'KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON
 AA4479'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND
 AA4479'GO EAST FOR 0.1 MI (0.2 KM) TO LOCKED GATE AT THE SOUTH END OF
 AA4479'AIRCRAFT RESCUE AND FIRE FIGHTING BUILDING.  PASS THROUGH GATE AND
 AA4479'BEAR LEFT GOING NORTHEAST ON FIRE LANE FOR 0.1 MI (0.2 KM) TO TAXIWAY
 AA4479'ALPHA.  TURN LEFT AND GO NORTH-NORTHWEST ON TAXIWAY ALPHA FOR 1.2 MI
 AA4479'(1.9 KM) CROSSING TAXIWAY DELTA AND RUNWAY 5-23 TO THE NORTH END OF
 AA4479'TAXIWAY ALPHA.  GO NORTHEAST CROSSING THE NORTH END OF RUNWAY 14 FOR
 AA4479'0.1 MI (0.2 KM) TO STATION ON THE EAST SIDE OF RUNWAY AND ON LINE WITH
 AA4479'THE RUNWAY END.  THE STATION IS 88.0 FT (26.8 M) SOUTH OF TRESSPASSING
 AA4479'SIGN ON STEEL PIPE NEAR WATERS EDGE, 76.0 FT (23.2 M) NORTHEAST OF THE
 AA4479'NORTHEAST EDGE OF THE RUNWAY, 73.1 FT (22.3 M) EAST-NORTHEAST OF THE
 AA4479'MOST NORTHEASTERLY OF THE RED AND GREEN THRESSHOLD LIGHTS, 50.4 FT
 AA4479'(15.4 M) SOUTHWEST OF 2-FT SQUARE CONCRETE FAA CABLE MARKER, AND 25.4
 AA4479'FT (7.7 M) WEST-SOUTHWEST OF 4-FT HIGH WHITE PVC PIPE WITH CLAMPS ON
 AA4479'IT.  IT IS A SECONDARY AIRPORT CONTROL STATION.  WJR
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0244 ***********************************************************************
 AS0244  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0244  DESIGNATION -  APALACHICOLA
 AS0244  PID         -  AS0244
 AS0244  STATE/COUNTY-  FL/FRANKLIN
 AS0244  USGS QUAD   -  APALACHICOLA (1982)
 AS0244
 AS0244                         *CURRENT SURVEY CONTROL
 AS0244  ___________________________________________________________________
 AS0244* NAD 83(1986)-  29 43 29.     (N)    084 59 09.     (W)     SCALED    
 AS0244* NAVD 88     -         4.635  (meters)      15.21   (feet)  ADJUSTED  
 AS0244  ___________________________________________________________________
 AS0244  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0244  DYNAMIC HT  -           4.629 (meters)      15.19  (feet)  COMP
 AS0244  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 AS0244
 AS0244  VERT ORDER  -  FIRST     CLASS I
 AS0244
 AS0244.The horizontal coordinates were scaled from a topographic map and have
 AS0244.an estimated accuracy of +/- 6 seconds.
 AS0244
 AS0244.The orthometric height was determined by differential leveling
 AS0244.and adjusted by the National Geodetic Survey in June 1991..
 AS0244
 AS0244.This Tidal Bench Mark is designated as VM 768
 AS0244.by the Center for Operational Oceanographic Products and Services.
 AS0244
 AS0244.The geoid height was determined by GEOID03.
 AS0244
 AS0244.The dynamic height is computed by dividing the NAVD 88
 AS0244.geopotential number by the normal gravity value computed on the
 AS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0244.degrees latitude (g = 980.6199 gals.).
 AS0244
 AS0244.The modeled gravity was interpolated from observed gravity values.
 AS0244
 AS0244;                    North         East    Units  Estimated Accuracy
 AS0244;SPC FL N     -    80,430.      553,000.      MT  (+/- 180 meters Scaled)
 AS0244
 AS0244                          SUPERSEDED SURVEY CONTROL
 AS0244
 AS0244  NGVD 29 (??/??/92)    4.807  (m)           15.77   (f) ADJ UNCH    1 1
 AS0244
 AS0244.Superseded values are not recommended for survey control.
 AS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0244.See file dsdata.txt to determine how the superseded data were derived.
 AS0244
 AS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT948899(NAD 83)
 AS0244_MARKER: DJ = TIDAL STATION DISK
 AS0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0244_SP_SET: CONCRETE BASE
 AS0244_STAMPING: 15.771 APALACHICOLA 1934
 AS0244_MARK LOGO: CGS   
 AS0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0244
 AS0244  HISTORY     - Date     Condition        Report By
 AS0244  HISTORY     - 1934     MONUMENTED       CGS
 AS0244  HISTORY     - 1955     GOOD             NGS
 AS0244  HISTORY     - 1967     GOOD             NGS
 AS0244  HISTORY     - 1989     GOOD             USPSQD
 AS0244  HISTORY     - 1989     GOOD             USPSQD
 AS0244
 AS0244                          STATION DESCRIPTION
 AS0244
 AS0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AS0244'AT APALACHICOLA.
 AS0244'AT APALACHICOLA, IN THE NORTH ANGLE OF THE INTERSECTION OF 6TH
 AS0244'STREET AND AVENUE D, IN TOP OF THE SOUTH CORNER OF THE SECOND
 AS0244'STEP ABOVE GROUND OF CONCRETE BASE OF GORRIE MONUMENT, 82 FEET
 AS0244'SOUTHEAST OF THE EAST CORNER OF THE TRINITY EPISCOPAL CHURCH,
 AS0244'120 FEET NORTH OF THE NORTH LEG OF THE CITY WATER TANK, 1 1/4
 AS0244'FEET ABOVE THE GROUND.
 AS0244
 AS0244                          STATION RECOVERY (1967)
 AS0244
 AS0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AS0244'RECOVERED IN GOOD CONDITION.
 AS0244
 AS0244                          STATION RECOVERY (1989)
 AS0244
 AS0244'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0244'RECOVERED IN GOOD CONDITION.
 AS0244
 AS0244                          STATION RECOVERY (1989)
 AS0244
 AS0244'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0246 ***********************************************************************
 AS0246  CBN         -  This is a Cooperative Base Network Control Station.
 AS0246  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0246  DESIGNATION -  APALACHICOLA
 AS0246  PID         -  AS0246
 AS0246  STATE/COUNTY-  FL/FRANKLIN
 AS0246  USGS QUAD   -  APALACHICOLA (1982)
 AS0246
 AS0246                         *CURRENT SURVEY CONTROL
 AS0246  ___________________________________________________________________
 AS0246* NAD 83(1999)-  29 43 30.28117(N)    084 59 31.77821(W)     ADJUSTED  
 AS0246* NAVD 88     -         5.838  (meters)      19.15   (feet)  ADJUSTED  
 AS0246  ___________________________________________________________________
 AS0246  X           -     483,895.795 (meters)                     COMP
 AS0246  Y           -  -5,522,251.815 (meters)                     COMP
 AS0246  Z           -   3,143,934.483 (meters)                     COMP
 AS0246  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AS0246  ELLIP HEIGHT-         -21.30  (meters)          (04/12/01) GPS OBS
 AS0246  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0246  DYNAMIC HT  -           5.830 (meters)      19.13  (feet)  COMP
 AS0246  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AS0246
 AS0246  HORZ ORDER  -  A
 AS0246  VERT ORDER  -  FIRST     CLASS I
 AS0246  ELLP ORDER  -  FOURTH    CLASS I
 AS0246
 AS0246.The horizontal coordinates were established by GPS observations
 AS0246.and adjusted by the National Geodetic Survey in April 2001..
 AS0246
 AS0246.The orthometric height was determined by differential leveling
 AS0246.and adjusted by the National Geodetic Survey in June 1991..
 AS0246.WARNING-GPS observations at this control monument resulted in a GPS
 AS0246.derived orthometric height which differed from the leveled height by
 AS0246.more than one decimeter (0.1 meter).
 AS0246
 AS0246.This Tidal Bench Mark is designated as VM 17150
 AS0246.by the Center for Operational Oceanographic Products and Services.
 AS0246
 AS0246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS0246
 AS0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0246
 AS0246.The ellipsoidal height was determined by GPS observations
 AS0246.and is referenced to NAD 83.
 AS0246
 AS0246.The geoid height was determined by GEOID03.
 AS0246
 AS0246.The dynamic height is computed by dividing the NAVD 88
 AS0246.geopotential number by the normal gravity value computed on the
 AS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0246.degrees latitude (g = 980.6199 gals.).
 AS0246
 AS0246.The modeled gravity was interpolated from observed gravity values.
 AS0246
 AS0246;                    North         East     Units Scale Factor Converg.
 AS0246;SPC FL N     -    80,475.966   552,384.104   MT  0.99997802   -0 14 50.4
 AS0246;SPC FL N     -   264,028.23  1,812,280.18   sFT  0.99997802   -0 14 50.4
 AS0246;UTM  16      - 3,290,010.080   694,203.357   MT  1.00006536   +0 59 45.2
 AS0246
 AS0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0246!SPC FL N     -   1.00000335  x   0.99997802  =   0.99998137
 AS0246!UTM  16      -   1.00000335  x   1.00006536  =   1.00006871
 AS0246
 AS0246:                Primary Azimuth Mark                     Grid Az
 AS0246:SPC FL N     -  APALACHICOLA ST JOE MICROWAVE            038 26 58.1
 AS0246:UTM  16      -  APALACHICOLA ST JOE MICROWAVE            037 12 22.5
 AS0246
 AS0246|---------------------------------------------------------------------|
 AS0246| PID    Reference Object                     Distance      Geod. Az  |
 AS0246|                                                           dddmmss.s |
 AS0246| AS0691 APALACHICOLA ST JOE MICROWAVE       APPROX. 0.8 KM 0381207.7 |
 AS0246| CW1739 APALACHICOLA AZ MK                                 0394122.4 |
 AS0246| AS0247 APALACHICOLA RM 3                    55.407 METERS 12235     |
 AS0246| CW1740 APALACHICOLA AZ MK RESET                           1252849.3 |
 AS0246| AS0744 ST GEORGE LIGHTHOUSE ECC            APPROX.16.1 KM 1991322.3 |
 AS0246| CW1741 APALACHICOLA RM 1                    57.153 METERS 20941     |
 AS0246| AS0738 APALACHICOLA USAF MICROWAVE         APPROX. 3.5 KM 2621140.1 |
 AS0246| AS0731 NORTHWEST IRON STACK                APPROX. 8.5 KM 2833540.3 |
 AS0246| AS0245 APALACHICOLA RM 2                    66.431 METERS 30114     |
 AS0246| AS0694 APALACHICOLA SHEIPS MILL TANK       APPROX. 1.0 KM 3470340.4 |
 AS0246|---------------------------------------------------------------------|
 AS0246
 AS0246                          SUPERSEDED SURVEY CONTROL
 AS0246
 AS0246  ELLIP H (06/02/94)  -21.00   (m)                       GP(       ) 3 1
 AS0246  NAD 83(1990)-  29 43 30.28120(N)    084 59 31.77738(W) AD(       ) B
 AS0246  ELLIP H (09/13/90)  -21.07   (m)                       GP(       ) 4 1
 AS0246  NAD 83(1986)-  29 43 30.29199(N)    084 59 31.79071(W) AD(       ) 1
 AS0246  NAD 27      -  29 43 29.52900(N)    084 59 32.11400(W) AD(       ) 1
 AS0246  NGVD 29 (??/??/92)    6.010  (m)           19.72   (f) ADJ UNCH    1 1
 AS0246
 AS0246.Superseded values are not recommended for survey control.
 AS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0246.See file dsdata.txt to determine how the superseded data were derived.
 AS0246
 AS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9420390010(NAD 83)
 AS0246_MARKER: DS = TRIANGULATION STATION DISK
 AS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0246_SP_SET: CONCRETE POST
 AS0246_STAMPING: APALACHICOLA 1934
 AS0246_MARK LOGO: CGS   
 AS0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0246+STABILITY: SURFACE MOTION
 AS0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0246+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 AS0246
 AS0246  HISTORY     - Date     Condition        Report By
 AS0246  HISTORY     - 1934     MONUMENTED       CGS
 AS0246  HISTORY     - 1947     GOOD             CGS
 AS0246  HISTORY     - 1960     GOOD             CGS
 AS0246  HISTORY     - 1965     MARK NOT FOUND   CGS
 AS0246  HISTORY     - 1967     GOOD             CGS
 AS0246  HISTORY     - 1967     GOOD             CGS
 AS0246  HISTORY     - 1967     GOOD             NGS
 AS0246  HISTORY     - 1979     GOOD             NGS
 AS0246  HISTORY     - 1986     GOOD             USPSQD
 AS0246  HISTORY     - 1987     GOOD             USPSQD
 AS0246  HISTORY     - 19880921 GOOD             NGS
 AS0246  HISTORY     - 19880921 GOOD             NGS
 AS0246  HISTORY     - 1989     GOOD             USPSQD
 AS0246  HISTORY     - 1989     GOOD             USPSQD
 AS0246  HISTORY     - 19930412 GOOD
 AS0246  HISTORY     - 19971002 GOOD             USPSQD
 AS0246  HISTORY     - 19990405 GOOD             FLDEP
 AS0246
 AS0246                          STATION DESCRIPTION
 AS0246
 AS0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 AS0246'THIS STATION IS LOCATED IN THE NW PART OF APALACHICOLA IN THE
 AS0246'NE SECTION OF THE FRANKLIN COUNTY COURTYARD.  THE MARK IS SET
 AS0246'219 FEET NE OF THE S ENTRANCE OF THE COURTHOUSE, 82 FEET SW OF
 AS0246'THE CENTER LINE OF TENTH STREET, AND PROJECTS 7 INCHES.
 AS0246'
 AS0246'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AS0246'BRONZE DISKS SET IN CONCRETE.
 AS0246'
 AS0246'REFERENCE MARK NO. 1 IS SW OF THE STATION, 44 FEET E OF THE E
 AS0246'CORNER OF THE COURTHOUSE, 33 FEET N OF THE CENTER LINE OF THE
 AS0246'WALK IN FRONT OF THE COURTHOUSE, AND PROJECTS 5 INCHES.  REFERENCE
 AS0246'MARK NO. 2 IS NW OF THE STATION, 232 FEET NE OF THE CENTER LINE
 AS0246'OF THE N ENTRANCE TO THE COURTHOUSE, 38 YARDS SW OF THE CENTER
 AS0246'LINE OF TENTH STREET, AND PROJECTS 5 INCHES.  291.4 FEET BETWEEN
 AS0246'REFERENCE MARKS.
 AS0246'
 AS0246'AZIMUTH MARK IS NE OF THE STATION, 15 FEET S OF THE CENTER
 AS0246'LINE OF AVENUE H, 63 FEET E OF THE CENTER LINE OF EIGHTH STREET,
 AS0246'AND PROJECTS 6 INCHES.
 AS0246
 AS0246                          STATION RECOVERY (1947)
 AS0246
 AS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FLP)
 AS0246'RECOVERED AS DESCRIBED IN GOOD CONDTION.  THE BUILDING IS NO
 AS0246'LONGER THE COUNTY COURTHOUSE BUT IS USED AS A HEALTH CENTER.
 AS0246
 AS0246                          STATION RECOVERY (1960)
 AS0246
 AS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 AS0246'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 AS0246'FOUND IN GOOD CONDITION, REFERENCE MARK NO. 1 WAS DESTROYED IN
 AS0246'THE BUILDING OF A HOSPITAL ON THE SITE OF THE OLD COURTHOUSE.  THE
 AS0246'AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND AND
 AS0246'PRESUMED TO HAVE BEEN DESTROYED.  A REFERENCE MARK NO 3 AND AN
 AS0246'AZIMUTH MARK WERE ESTABLISHED.
 AS0246'
 AS0246'THE STATION IS NOW ON THE PROPERTY OF THE GEORGE E. WEEMS
 AS0246'MEMORIAL HOSPITAL.  IT IS 132 FEET NORTH-NORTHEAST OF THE OF
 AS0246'THE SOUTHEAST CORNER OF THE EAST WING OF THE HOSPITAL, 82 FEET
 AS0246'SOUTHWEST OF THE CENTERLINE OF TENTH STREET, 55 FEET SOUTH OF
 AS0246'A 4 FOOT OAK TREE AND 45 SOUTHWEST OF A 4 FOOT OAK TREE.  THE
 AS0246'DISK IS A STANDARD DISK STAMPED APALACHICOLA 1934, SET IN A
 AS0246'CONCRETE CYLINDER THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 AS0246'GROUND.
 AS0246'
 AS0246'REFERENCE MARK NO 2 IS 24 FEET NORTH OF THE CENTERLINE OF A
 AS0246'DRIVEWAY AND 19 FEET SOUTH OF A 30 INCH PINE TREE.  THE DISK IS
 AS0246'A STANDARD DISK STAMPED APALACHICOLA NO 2 1934, SET IN A
 AS0246'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.
 AS0246'
 AS0246'REFERENCE MARK NO 3 IS 103 FEET NORTHEAST OF A POWERLINE POLE,
 AS0246'86 FEET NORTHEAST OF THE CENTERLINE OF TENTH STREET AND 24 FEET
 AS0246'NORTHWEST OF THE CENTERLINE OF A DIRT STREET.  THE DISK IS A
 AS0246'STANDARD DISK STAMPED APALACHICOLA NO 3 1934, SET IN A CONCRETE
 AS0246'CYLINDER THAT IS FLUSH WITH THE GROUND.
 AS0246'
 AS0246'AZIMUTH MARK IS 42 FEET NORTHWEST OF THE CENTERLINE OF
 AS0246'U.S. HIGHWAY 98 AND 20 FEET NORTHEAST OF THE CENTERLINE OF TENTH
 AS0246'STREET.  THE DISK IS A STANDARD DISK STAMPED APALACHICOLA 1934
 AS0246'RESET 1963.  IT IS CEMENTED IN A DRILL HOLE IN A CONCRETE
 AS0246'SIDEWALK.
 AS0246'
 AS0246'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON TENTH
 AS0246'STREET FOR 0.2 MILE TO U.S. HIGHWAY 98 AND AZIMUTH MARK ON THE LEFT.
 AS0246
 AS0246                          STATION RECOVERY (1965)
 AS0246
 AS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 AS0246'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE OLD
 AS0246'COURTHOUSE HAS BEEN TORN DOWN AND A NEW HOSPITAL ERECTED ON THE
 AS0246'SITE.  THE MARKS WERE EITHER DESTOYED OR COVERED DURING
 AS0246'CONSTRUCTION AND LANDSCAPING.
 AS0246
 AS0246                          STATION RECOVERY (1967)
 AS0246
 AS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 AS0246'THE STATION MARK, REFERENCE MARK NO. 2 AND 3 AND THE AZIMUTH MARK
 AS0246'WERE ALL RECOVERED AND IN GOOD CONDITION.
 AS0246'
 AS0246'THE STATION IS LOCATED IN THE TOWN OF APALACHICOLA, IN SECTION
 AS0246'1, R 8 W, T 9 S, NEAR THE JUNCTION OF 10 TH STREET AND AVENUE
 AS0246'H, ON THE GROUNDS OF THE GEORGE E. WEEMS HOSPITAL, 118 FEET
 AS0246'NORTHEAST OF THE NORTH CORNER OF THE NORTHEAST WING OF THE
 AS0246'HOSPITAL, 94 FEET SOUTHWEST OF THE CENTER LINE OF 10 TH STREET,
 AS0246'68 FEET NORTHWEST OF THE NORTHWEST ONE OF SEVERAL PALM TREES,
 AS0246'106 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE STREET AND
 AS0246'THE AVENUE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AS0246'FOOT ABOVE THE LEVEL OF THE GROUND.  IT IS STAMPED APALACHICOLA
 AS0246'1934.
 AS0246'
 AS0246'RM 2 IS 217.9 FEET WEST-NORTHWEST OF THE STATION, 133 FEET
 AS0246'SOUTHWEST OF THE CENTER LINE OF 10 TH STREET, 223 FEET NORTH OF
 AS0246'THE NORTH CORNER OF THE NORTHWEST WING OF THE HOSPITAL BUILDING,
 AS0246'20 FEET SOUTH OF A 20-INCH PINE TREE, ABOUT LEVEL WITH THE
 AS0246'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AS0246'FOOT ABOVE GROUND.  IT IS STAMPED APALACHICOLA NO 2 1934.
 AS0246'
 AS0246'RM 3 IS 181.5 FEET NORTH OF AND ACROSS 10 TH STREET FROM THE
 AS0246'STATION, 22 FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE,
 AS0246'29-1/2 FEET SOUTHEAST OF THE SOUTHEAST ONE OF TWO PALM TREES,
 AS0246'ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP OF A CONCRETE
 AS0246'POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AS0246'
 AS0246'THE AZIMUTH MARKS IS LOCATED NEAR THE INTERSECTION OF 10 TH
 AS0246'STREET AND AVENUE E (U.S. HIGHWAY 98), SET ON THE TOP OF THE
 AS0246'CONCRETE SIDEWALK ALONG THE NORTHWEST SIDE OF THE AVENUE, 25
 AS0246'FEET NORTHWEST OF THE NORTHWEST CURB OF THE AVENUE E, 17-1/2
 AS0246'FEET NORTHEAST OF THE CENTER LINE OF THE STREET AND 1 FOOT
 AS0246'ABOVE THE LEVEL OF THE STREET.  THE MARK IS AN AZIMUTH MARK DISK
 AS0246'STAMPED APALACHICOLA 1934 RESET 1960.
 AS0246
 AS0246                          STATION RECOVERY (1967)
 AS0246
 AS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB)
 AS0246'RECOVERED ALL MARKS IN APPARENTLY GOOD CONDITION ESSENTIALLY
 AS0246'AS DESCRIBED IN THE R NOTE BY H.R.L. IN 1960.  THE 1934 AZIMUTH
 AS0246'MARK WAS ALSO SEARCHED FOR WITHOUT POSITIVE RESULT, THO IT IS
 AS0246'BELIEVED JUST POSSIBLE THAT THE MARK IS STILL IN PLACE, BUT IF
 AS0246'SO, IT IS COVERED AND OBSTRUCTED FROM THE STATION.  THE EVENTUAL
 AS0246'WIDENING OF AVENUE H MAY CLEAR THE OBSTRUCTION BUT PROBABLY
 AS0246'WILL DESTROY THE MARK.
 AS0246'
 AS0246'ABOUT 0.6 MILE AIR LINE W OF COURTHOUSE IN APALACHICOLA, OR
 AS0246'0.2 MILE NW ALONG THE MAIN BUSINESS STREET FROM THE COURTHOUSE
 AS0246'AND TURN LEFT, THENCE 0.4 MILE SW ALONG AVENUE E
 AS0246'(ALL SO FAR IS ALSO ALONG NO. 98 U.S. HWY.) AND TURN RIGHT,
 AS0246'THENCE 0.2 MILE NW ON TENTH STREET TO GEORGE E. WEEMS MEMORIAL
 AS0246'HOSPITAL AND THE STATION ON THE LEFT, 133.5 FEET NNE OF THE
 AS0246'MOST ELY CORNER OF THE NE WING OF THE HOSPITAL, 95 FEET SW OF
 AS0246'CENTER LINE OF 10TH STREET, AND 32 FEET SE OF PROJECTED CENTER
 AS0246'LINE OF H AVENUE FROM THE NE, STANDARD STATION DISKS STAMPED
 AS0246'APALACHICOLA 1934 ARE SET AS DESCRIBED, WITH THE STATION MARK
 AS0246'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AS0246'
 AS0246'R.M. NO. 2 IS SOME CHIPPED ON TOP EDGES BUT JUDGED UNDISTURBED,
 AS0246'24 FEET NNE OF TRACK ROAD, 20-1/2 FEET S OF A 30-INCH PINE TREE,
 AS0246'AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AS0246'
 AS0246'R.M. NO. 3 IS FLUSH WITH THE GROUND, 77 FEET NE OF C/L OF 10TH
 AS0246'STREET, 21 FEET NW OF C/L OF H AVENUE, AND 2.0 FEET SW OF STEEL
 AS0246'WITNESS POST.
 AS0246'
 AS0246'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 AS0246'CONCRETE SIDEWALK, 42 FEET NW OF C/L OF 30-FOOT PAVEMENT OF
 AS0246'E AVENUE (NO. 98 U.S. HWY.), 18 FEET NE OF C/L OF 10TH STREET,
 AS0246'AN ESTIMATED 0.5 FOOT HIGHER THAN SAME, 0.7 FOOT NW OF THE C/L
 AS0246'OF THE SIDEWALK.
 AS0246'
 AS0246'EVIDENTLY THERE WAS AN ERROR IN THE DIRECTION TO NO. 3
 AS0246'REFERENCE MARK IN MAKING THE LIST OF DIRECTIONS AT THE
 AS0246'BOTTOM OF THE 1960 RECOVERY MARK.  THE LISTED DIRECTION OF 283
 AS0246'DEGREES SHOULD HAVE BEEN 183 DEGREES.
 AS0246'
 AS0246'NOTE TO OFFICE--THE MARKS ARE DECLARED TO BE BENCH MARKS
 AS0246'ABOVE.  ACTUALLY, IT IS UNDERSTOOD THAT THE LEVEL PARTY OF
 AS0246'MR. R. R. GERRISH WORKING IN THE AREA HAS LEVELED ONE WAY OVER
 AS0246'ALL THE MARKS AND WILL SOON RUN LEVELS BACKWARD OVER ALL THE
 AS0246'SAME MARKS.
 AS0246'
 AS0246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AS0246'0.6 MILE W OF HEART OF APALACHICOLA.
 AS0246
 AS0246                          STATION RECOVERY (1967)
 AS0246
 AS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AS0246'AT APALACHICOLA.
 AS0246'AT APALACHICOLA, NEAR THE JUNCTION OF 10 TH STREET AND AVENUE H,
 AS0246'IN SECTION 1, R 8 W, T 9 S, ON THE GROUNDS OF THE GEORGE E. WEEMS
 AS0246'MEMORIAL HOSPITAL, 118 FEET NORTHEAST OF THE NORTH CORNER OF THE
 AS0246'NORTHEAST WING OF THE HOSPITAL, 94 FEET SOUTHWEST OF THE CENTER
 AS0246'LINE OF 10 TH STREET, 68 FEET NORTHWEST OF THE NORTHWEST ONE OF
 AS0246'SEVERAL 12-INCH PALM TREES ON THE HOSPITAL GROUNDS, 106 FEET
 AS0246'SOUTH OF THE CENTER OF THE JUNCTION OF THE STREET AND THE AVENUE,
 AS0246'ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE
 AS0246'POST PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 AS0246
 AS0246                          STATION RECOVERY (1979)
 AS0246
 AS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RST)
 AS0246'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.
 AS0246'2 WAS SEARCHED FOR BUT NOT FOUND.  DISTANCE MEASURED FROM THE
 AS0246'STATION INDICATE IT MAYBE LOST DUE TO CONSTRUCTION IN THE AREA.
 AS0246'REFERENCE MARK NO. 3 WAS SEARCHED FOR BUT NOT FOUND.  AZIMUTH
 AS0246'MARK RESET 1960 WAS RECOVERED.
 AS0246'
 AS0246'THE STATION IS LOCATED IN THE LAWN OF THE GEORGE E. WEEMS MEMORIAL
 AS0246'HOSPITAL.  IT IS 94.0 FEET SOUTHWEST OF THE CENTERLINE OF 10TH
 AS0246'STREET.  88.5 FEET SOUTH SOUTHWEST OF A POWER POLE, NO. 56 X 1729.
 AS0246'117.6 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE HOSPITAL
 AS0246'BUILDING.  125.3 FEET NORTH OF A CONCRETE LIGHT POLE.
 AS0246'
 AS0246'TO REACH FROM THE FRANKLIN COUNTY COURTHOUSE PROCEED NORTHWEST
 AS0246'ON U.S. 98 (MARKET STREET) FOR 0.2 MILES TO THE INTERSECTION WHERE
 AS0246'U.S. 98 TURNS SOUTHWEST ON AVENUE E. FOLLOW AVENUE E (ALSO U.S.
 AS0246'98) FOR 0.4 MILES TO THE INTERSECTION OF 10TH STREET.  TURN RIGHT
 AS0246'AND PROCEED NORTHWEST FOR 0.2 MILES TO STATION ON THE LEFT.
 AS0246'
 AS0246'STATION IS IN A ROUND MASS OF CONCRETE, 12 INCHES IN DIAMETER
 AS0246'EXTENDING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AS0246
 AS0246                          STATION RECOVERY (1986)
 AS0246
 AS0246'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0246'RECOVERED IN GOOD CONDITION.
 AS0246
 AS0246                          STATION RECOVERY (1987)
 AS0246
 AS0246'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0246'RECOVERED IN GOOD CONDITION.
 AS0246
 AS0246                          STATION RECOVERY (1988)
 AS0246
 AS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AS0246'THE STATION IS LOCATED IN APALACHICOLA, NEAR THE JUNCTION OF 10TH ST
 AS0246'AND AVENUE H, ON THE NORTHWEST SIDE OF THE GEORGE E. WEEMS MEMORIAL
 AS0246'HOSPITAL.  OWNERSHIP--GEORGE E. WEEMS MEMORIAL HOSPITAL, P.O. BOX 610,
 AS0246'APALACHICOLA FL 32320, DALLAS SHIVER - ASSISTANT ADMINISTRATOR, PHONE
 AS0246'904-653-8853.
 AS0246'TO REACH THE STATION FROM THE COURTHOUSE IN APALACHICOLA, GO NORTHWEST
 AS0246'FOR 0.24 KM (0.15 MI) ON U.S. HIGHWAY 98 TO A CROSS STREET.  TURN LEFT
 AS0246'AND GO SOUTHWEST FOR 0.64 KM (0.40 MI) ON HIGHWAY 98 TO A CROSS
 AS0246'STREET.  TURN RIGHT AND GO NORTHWEST FOR 0.32 KM (0.20 MI) ON 10TH ST
 AS0246'TO THE STATION ON LEFT.
 AS0246'THE STATION PROJECTS 8 CM ABOVE GROUND.  LOCATED 38.22 M (125.4 FT)
 AS0246'NORTH-NORTHWEST FROM A CONCRETE UTILITY POLE WITH LIGHT, 35.84 M
 AS0246'(117.6 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF THE NORTHEAST WING
 AS0246'OF HOSPITAL, 28.65 M (94.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER
 AS0246'OF 10TH ST, 27.89 M (91.5 FT) NORTHWEST FROM A 35-CM PALM TREE AND
 AS0246'27.13 M (89.0 FT) SOUTH FROM UTILITY POLE NUMBER 56X1729 WITH LIGHT
 AS0246'AND SIX GUY WIRES.
 AS0246'DESCRIBED BY D.F. CALLAHAN.
 AS0246
 AS0246                          STATION RECOVERY (1988)
 AS0246
 AS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AS0246'THE STATION IS LOCATED IN APALACHICOLA, NEAR THE JUNCTION OF 10TH ST
 AS0246'AND AVENUE H, ON THE NORTHWEST SIDE OF THE EMERALD COAST HOSPITAL.
 AS0246'OWNERSHIP--EMERALD COAST HOSPITAL, P.O. BOX 610, APALACHICOLA FL
 AS0246'32320, DALLAS SHIVER - ASSISTANT ADMINISTRATOR, PHONE 904-653-8853.
 AS0246'TO REACH THE STATION FROM THE COURTHOUSE IN APALACHICOLA, GO NORTHWEST
 AS0246'FOR 0.24 KM (0.15 MI) ON U.S. HIGHWAY 98 TO A CROSS STREET.  TURN
 AS0246'LEFT AND GO SOUTHWEST FOR 0.72 KM (0.45 MI) ON HIGHWAY 98 TO A CROSS
 AS0246'STREET.  TURN RIGHT AND GO NORTHWEST FOR 0.32 KM (0.20 MI) ON 10TH ST
 AS0246'TO THE STATION ON LEFT.
 AS0246'THE STATION PROJECTS 8 CM ABOVE GROUND.  LOCATED 38.22 M (125.39 FT)
 AS0246'NORTH-NORTHWEST FROM A CONCRETE UTILITY POLE WITH LIGHT, 35.84 M
 AS0246'(117.59 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF THE NORTHEAST
 AS0246'WING OF HOSPITAL, 28.65 M (94.00 FT) SOUTHWEST FROM THE APPROXIMATE
 AS0246'CENTER OF 10TH ST, 27.89 M (91.50 FT) NORTHWEST FROM A 35-CM PALM
 AS0246'TREE AND 27.13 M (89.01 FT) SOUTH FROM UTILITY POLE NUMBER 56X1729
 AS0246'WITH LIGHT AND SIX GUY WIRES.
 AS0246
 AS0246                          STATION RECOVERY (1989)
 AS0246
 AS0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0246'RECOVERED IN GOOD CONDITION.
 AS0246
 AS0246                          STATION RECOVERY (1989)
 AS0246
 AS0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0246'RECOVERED IN GOOD CONDITION.
 AS0246
 AS0246                          STATION RECOVERY (1993)
 AS0246
 AS0246'RECOVERED 1993
 AS0246'RECOVERED IN GOOD CONDITION.
 AS0246
 AS0246                          STATION RECOVERY (1997)
 AS0246
 AS0246'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0246'RECOVERED IN GOOD CONDITION.
 AS0246
 AS0246                          STATION RECOVERY (1999)
 AS0246
 AS0246'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999
 AS0246'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0248 ***********************************************************************
 AS0248  DESIGNATION -  APALACHICOLA AZ RESET1960
 AS0248  PID         -  AS0248
 AS0248  STATE/COUNTY-  FL/FRANKLIN
 AS0248  USGS QUAD   -  APALACHICOLA (1982)
 AS0248
 AS0248                         *CURRENT SURVEY CONTROL
 AS0248  ___________________________________________________________________
 AS0248* NAD 83(1986)-  29 43 22.     (N)    084 59 21.     (W)     SCALED    
 AS0248* NAVD 88     -         4.675  (meters)      15.34   (feet)  ADJUSTED  
 AS0248  ___________________________________________________________________
 AS0248  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0248  DYNAMIC HT  -           4.669 (meters)      15.32  (feet)  COMP
 AS0248  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AS0248
 AS0248  VERT ORDER  -  FIRST     CLASS I
 AS0248
 AS0248.The horizontal coordinates were scaled from a topographic map and have
 AS0248.an estimated accuracy of +/- 6 seconds.
 AS0248
 AS0248.The orthometric height was determined by differential leveling
 AS0248.and adjusted by the National Geodetic Survey in June 1991..
 AS0248
 AS0248.The geoid height was determined by GEOID03.
 AS0248
 AS0248.The dynamic height is computed by dividing the NAVD 88
 AS0248.geopotential number by the normal gravity value computed on the
 AS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0248.degrees latitude (g = 980.6199 gals.).
 AS0248
 AS0248.The modeled gravity was interpolated from observed gravity values.
 AS0248
 AS0248;                    North         East    Units  Estimated Accuracy
 AS0248;SPC FL N     -    80,220.      552,670.      MT  (+/- 180 meters Scaled)
 AS0248
 AS0248                          SUPERSEDED SURVEY CONTROL
 AS0248
 AS0248  NGVD 29 (??/??/92)    4.847  (m)           15.90   (f) ADJ UNCH    1 1
 AS0248
 AS0248.Superseded values are not recommended for survey control.
 AS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0248.See file dsdata.txt to determine how the superseded data were derived.
 AS0248
 AS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT944897(NAD 83)
 AS0248_MARKER: DZ = AZIMUTH MARK DISK
 AS0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0248_SP_SET: SIDEWALK
 AS0248_STAMPING: APALACHICOLA 1934 RESET 1960
 AS0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0248
 AS0248  HISTORY     - Date     Condition        Report By
 AS0248  HISTORY     - 1960     MONUMENTED       CGS
 AS0248  HISTORY     - 1967     GOOD             NGS
 AS0248  HISTORY     - 1975     GOOD             NGS
 AS0248  HISTORY     - 1986     GOOD             USPSQD
 AS0248  HISTORY     - 1989     GOOD             USPSQD
 AS0248  HISTORY     - 19971002 GOOD             USPSQD
 AS0248
 AS0248                          STATION DESCRIPTION
 AS0248
 AS0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0248'AT APALACHICOLA.
 AS0248'AT APALACHICOLA, IN SECTION 1, R 8 W, T 9 S, ABOUT 0.6 MILE
 AS0248'SOUTHWEST ALONG U.S. HIGHWAY 98 FROM THE COURTHOUSE, NEAR THE
 AS0248'INTERSECTION OF 10 TH STREET AND AVENUE E (U.S. HIGHWAY 98),
 AS0248'SET ON THE TOP OF A CONCRETE SIDEWALK ALONG THE NORTHWEST SIDE
 AS0248'OF THE AVENUE, 25 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 AS0248'AVENUE, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE STREET
 AS0248'AND 1 FOOT ABOVE THE LEVEL OF THE STREET.
 AS0248
 AS0248                          STATION RECOVERY (1975)
 AS0248
 AS0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0248'RECOVERED IN GOOD CONDITION.
 AS0248
 AS0248                          STATION RECOVERY (1986)
 AS0248
 AS0248'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0248'RECOVERED IN GOOD CONDITION.
 AS0248
 AS0248                          STATION RECOVERY (1989)
 AS0248
 AS0248'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0248'RECOVERED IN GOOD CONDITION.
 AS0248
 AS0248                          STATION RECOVERY (1997)
 AS0248
 AS0248'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0681 ***********************************************************************
 AS0681  DESIGNATION -  APALACHICOLA CHAN REAR RNG BCN
 AS0681  PID         -  AS0681
 AS0681  STATE/COUNTY-  FL/FRANKLIN
 AS0681  USGS QUAD   -  APALACHICOLA (1982)
 AS0681
 AS0681                         *CURRENT SURVEY CONTROL
 AS0681  ___________________________________________________________________
 AS0681* NAD 83(1990)-  29 44 03.14349(N)    084 58 56.32213(W)     ADJUSTED  
 AS0681* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AS0681  ___________________________________________________________________
 AS0681  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AS0681  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0681
 AS0681  HORZ ORDER  -  THIRD
 AS0681
 AS0681.The horizontal coordinates were established by classical geodetic methods
 AS0681.and adjusted by the National Geodetic Survey in May 1991..
 AS0681
 AS0681.The orthometric height was scaled from a topographic map.
 AS0681
 AS0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0681
 AS0681.The geoid height was determined by GEOID03.
 AS0681
 AS0681;                    North         East     Units Scale Factor Converg.
 AS0681;SPC FL N     -    81,483.729   553,341.248   MT  0.99997681   -0 14 32.5
 AS0681;SPC FL N     -   267,334.53  1,815,420.41   sFT  0.99997681   -0 14 32.5
 AS0681;UTM  16      - 3,291,038.466   695,138.494   MT  1.00006985   +1 00 03.8
 AS0681
 AS0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0681!SPC FL N     -   1.00000382  x   0.99997681  =   0.99998063
 AS0681!UTM  16      -   1.00000382  x   1.00006985  =   1.00007367
 AS0681
 AS0681:                Primary Azimuth Mark                     Grid Az
 AS0681:SPC FL N     -  APALACHICOLA MUNICIPAL TANK              198 34 19.9
 AS0681:UTM  16      -  APALACHICOLA MUNICIPAL TANK              197 19 43.6
 AS0681
 AS0681|---------------------------------------------------------------------|
 AS0681| PID    Reference Object                     Distance      Geod. Az  |
 AS0681|                                                           dddmmss.s |
 AS0681| AS0696 APALACHICOLA MUNICIPAL TANK         APPROX. 1.1 KM 1981947.4 |
 AS0681| AS0694 APALACHICOLA SHEIPS MILL TANK       APPROX. 1.2 KM 2670735.7 |
 AS0681| AS0679 TP 1 1935                           405.953 METERS 3141055.9 |
 AS0681|---------------------------------------------------------------------|
 AS0681
 AS0681                          SUPERSEDED SURVEY CONTROL
 AS0681
 AS0681  NAD 83(1986)-  29 44 03.15431(N)    084 58 56.33515(W) AD(       ) 3
 AS0681  NAD 27      -  29 44 02.39300(N)    084 58 56.64000(W) AD(       ) 3
 AS0681
 AS0681.Superseded values are not recommended for survey control.
 AS0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0681.See file dsdata.txt to determine how the superseded data were derived.
 AS0681
 AS0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9513891038(NAD 83)
 AS0681_MARKER: 15 = RANGE MARKER
 AS0681
 AS0681  HISTORY     - Date     Condition        Report By
 AS0681  HISTORY     - 1935     FIRST OBSERVED   CGS
 AS0681  HISTORY     - 1977     SEE DESCRIPTION  NGS
 AS0681  HISTORY     - 19930615 GOOD             USPSQD
 AS0681
 AS0681                          STATION DESCRIPTION
 AS0681
 AS0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAE)
 AS0681'STATION REAR IS THE REAR RANGE LIGHT OF THE INNER RANGE AT THE
 AS0681'MOUTH OF THE APALACHICOLA RIVER.  IT IS LOCATED NEAR THE
 AS0681'EASTERN BANK OF THE RIVER, INSIDE THE HIGH-WATER LINE, ABOUT
 AS0681'1/4 MILE ABOVE THE SWING SPAN OF THE HIGHWAY BRIDGE.  STATION
 AS0681'IS NOT MARKED.
 AS0681
 AS0681                          STATION RECOVERY (1977)
 AS0681
 AS0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 AS0681'DESTROYED.  A VISIT WAS MADE ON 4/7/77 TO THE U.S. COAST GUARD
 AS0681'APALACHICOLA LIGHT ATTENDANT STATION AND PERSONNEL THERE
 AS0681'STATED THE REAR RANGE HAD BLOWN OVER AND WAS COMPLETELY REBUILT
 AS0681'IN FEBRUARY 1976.
 AS0681
 AS0681                          STATION RECOVERY (1993)
 AS0681
 AS0681'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 AS0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9136 ***********************************************************************
 DE9136  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9136  DESIGNATION -  APALACHICOLA CORS ARP
 DE9136  CORS_ID     -  MRKB
 DE9136  PID         -  DE9136
 DE9136  STATE/COUNTY-  FL/FRANKLIN
 DE9136  USGS QUAD   -  WEST PASS (1992)
 DE9136
 DE9136                         *CURRENT SURVEY CONTROL
 DE9136  ___________________________________________________________________
 DE9136* NAD 83(CORS)-  29 43 18.17051(N)    085 01 34.28396(W)     ADJUSTED  
 DE9136* NAVD 88     -                                                        
 DE9136  ___________________________________________________________________
 DE9136  EPOCH DATE  -        2002.00
 DE9136  X           -     480,632.043 (meters)                     COMP
 DE9136  Y           -  -5,522,723.634 (meters)                     COMP
 DE9136  Z           -   3,143,611.336 (meters)                     COMP
 DE9136  ELLIP HEIGHT-         -19.91  (meters)          (12/??/02) GPS OBS
 DE9136  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DE9136
 DE9136  HORZ ORDER  -  SPECIAL (CORS)
 DE9136  ELLP ORDER  -  SPECIAL (CORS)
 DE9136
 DE9136.ITRF positions are available for this station.
 DE9136.The coordinates were established by GPS observations
 DE9136.and adjusted by the National Geodetic Survey in December 2002..
 DE9136.The coordinates are valid at the epoch date displayed above.
 DE9136.The epoch date for horizontal control is a decimal equivalence
 DE9136.of Year/Month/Day.
 DE9136
 DE9136
 DE9136.The PID for the CORS L1 Phase Center is DE9137.
 DE9136
 DE9136.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9136
 DE9136.The ellipsoidal height was determined by GPS observations
 DE9136.and is referenced to NAD 83.
 DE9136
 DE9136.The geoid height was determined by GEOID03.
 DE9136
 DE9136;                    North         East     Units Scale Factor Converg.
 DE9136;SPC FL N     -    80,117.781   549,090.108   MT  0.99997847   -0 15 51.9
 DE9136;SPC FL N     -   262,853.09  1,801,473.13   sFT  0.99997847   -0 15 51.9
 DE9136
 DE9136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9136!SPC FL N     -   1.00000313  x   0.99997847  =   0.99998160
 DE9136
 DE9136                          SUPERSEDED SURVEY CONTROL
 DE9136
 DE9136.No superseded survey control is available for this station.
 DE9136
 DE9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9091889580(NAD 83)
 DE9136_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9136
 DE9136                          STATION DESCRIPTION
 DE9136
 DE9136'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE9136'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE9136'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE9136'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE9136'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE9136'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9137 ***********************************************************************
 DE9137  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9137  DESIGNATION -  APALACHICOLA CORS L1 PHASE CENTER
 DE9137  CORS_ID     -  MRKB
 DE9137  PID         -  DE9137
 DE9137  STATE/COUNTY-  FL/FRANKLIN
 DE9137  USGS QUAD   -  WEST PASS (1992)
 DE9137
 DE9137                         *CURRENT SURVEY CONTROL
 DE9137  ___________________________________________________________________
 DE9137* NAD 83(CORS)-  29 43 18.17053(N)    085 01 34.28395(W)     ADJUSTED  
 DE9137* NAVD 88     -                                                        
 DE9137  ___________________________________________________________________
 DE9137  EPOCH DATE  -        2002.00
 DE9137  X           -     480,632.052 (meters)                     COMP
 DE9137  Y           -  -5,522,723.728 (meters)                     COMP
 DE9137  Z           -   3,143,611.391 (meters)                     COMP
 DE9137  ELLIP HEIGHT-         -19.80  (meters)          (12/??/02) GPS OBS
 DE9137  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DE9137
 DE9137  HORZ ORDER  -  SPECIAL (CORS)
 DE9137  ELLP ORDER  -  SPECIAL (CORS)
 DE9137
 DE9137.ITRF positions are available for this station.
 DE9137.The coordinates were established by GPS observations
 DE9137.and adjusted by the National Geodetic Survey in December 2002..
 DE9137.The coordinates are valid at the epoch date displayed above.
 DE9137.The epoch date for horizontal control is a decimal equivalence
 DE9137.of Year/Month/Day.
 DE9137
 DE9137
 DE9137.The PID for the CORS ARP is DE9136.
 DE9137
 DE9137.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9137
 DE9137.The ellipsoidal height was determined by GPS observations
 DE9137.and is referenced to NAD 83.
 DE9137
 DE9137.The geoid height was determined by GEOID03.
 DE9137
 DE9137;                    North         East     Units Scale Factor Converg.
 DE9137;SPC FL N     -    80,117.782   549,090.109   MT  0.99997847   -0 15 51.9
 DE9137;SPC FL N     -   262,853.09  1,801,473.13   sFT  0.99997847   -0 15 51.9
 DE9137
 DE9137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9137!SPC FL N     -   1.00000311  x   0.99997847  =   0.99998158
 DE9137
 DE9137                          SUPERSEDED SURVEY CONTROL
 DE9137
 DE9137.No superseded survey control is available for this station.
 DE9137
 DE9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9091889580(NAD 83)
 DE9137_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE9137
 DE9137                          STATION DESCRIPTION
 DE9137
 DE9137'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE9137'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE9137'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE9137'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE9137'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE9137'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0696 ***********************************************************************
 AS0696  DESIGNATION -  APALACHICOLA MUNICIPAL TANK
 AS0696  PID         -  AS0696
 AS0696  STATE/COUNTY-  FL/FRANKLIN
 AS0696  USGS QUAD   -  APALACHICOLA (1982)
 AS0696
 AS0696                         *CURRENT SURVEY CONTROL
 AS0696  ___________________________________________________________________
 AS0696* NAD 83(1990)-  29 43 30.38634(N)    084 59 08.75558(W)     ADJUSTED  
 AS0696* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 AS0696  ___________________________________________________________________
 AS0696  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AS0696  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0696
 AS0696  HORZ ORDER  -  THIRD
 AS0696
 AS0696.The horizontal coordinates were established by classical geodetic methods
 AS0696.and adjusted by the National Geodetic Survey in May 1991..
 AS0696
 AS0696.The orthometric height was scaled from a topographic map.
 AS0696
 AS0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0696
 AS0696.The geoid height was determined by GEOID03.
 AS0696
 AS0696;                    North         East     Units Scale Factor Converg.
 AS0696;SPC FL N     -    80,476.551   553,002.839   MT  0.99997801   -0 14 38.8
 AS0696;SPC FL N     -   264,030.15  1,814,310.15   sFT  0.99997801   -0 14 38.8
 AS0696;UTM  16      - 3,290,024.090   694,821.989   MT  1.00006833   +0 59 56.6
 AS0696
 AS0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0696!SPC FL N     -   1.00000193  x   0.99997801  =   0.99997994
 AS0696!UTM  16      -   1.00000193  x   1.00006833  =   1.00007026
 AS0696
 AS0696:                Primary Azimuth Mark                     Grid Az
 AS0696:SPC FL N     -  BEACON G APALACHICOLA BAY RO 2           163 11 53.7
 AS0696:UTM  16      -  BEACON G APALACHICOLA BAY RO 2           161 57 18.3
 AS0696
 AS0696|---------------------------------------------------------------------|
 AS0696| PID    Reference Object                     Distance      Geod. Az  |
 AS0696|                                                           dddmmss.s |
 AS0696| AS0683 BEACON G APALACHICOLA BAY RO 2      APPROX. 4.2 KM 1625714.9 |
 AS0696| AS0694 APALACHICOLA SHEIPS MILL TANK       APPROX. 1.3 KM 3183527.8 |
 AS0696|---------------------------------------------------------------------|
 AS0696
 AS0696                          SUPERSEDED SURVEY CONTROL
 AS0696
 AS0696  NAD 83(1986)-  29 43 30.39703(N)    084 59 08.76872(W) AD(       ) 3
 AS0696  NAD 27      -  29 43 29.63400(N)    084 59 09.07300(W) AD(       ) 3
 AS0696
 AS0696.Superseded values are not recommended for survey control.
 AS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0696.See file dsdata.txt to determine how the superseded data were derived.
 AS0696
 AS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9482290024(NAD 83)
 AS0696_MARKER: 51 = TANK
 AS0696_SETTING: 0 = UNSPECIFIED SETTING
 AS0696
 AS0696  HISTORY     - Date     Condition        Report By
 AS0696  HISTORY     - 1934     FIRST OBSERVED   CGS
 AS0696  HISTORY     - 1935     GOOD             CGS
 AS0696  HISTORY     - 1965     GOOD             CGS
 AS0696  HISTORY     - 1976     GOOD             NGS
 AS0696  HISTORY     - 1979     GOOD             NGS
 AS0696  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0696
 AS0696                          STATION DESCRIPTION
 AS0696
 AS0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAE)
 AS0696'RECOVERED O.K.  OCCUPIED AND USED AS A SECOND ORDER STATION
 AS0696'IN 1935 BY BUILDING AN INSTRUMENT STAND ON THE PEAK.  CALLED
 AS0696'MUNI IN THE RECORDS.
 AS0696
 AS0696                          STATION RECOVERY (1965)
 AS0696
 AS0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 AS0696'THE STATION WAS RECOVERED AT THE INTERSECTION OF AVE. D AND
 AS0696'6TH STREET IN APALACHICOLA.  THIS IS THE ONLY TANK IN THE AREA
 AS0696'AND IS UNDOUBTEDLY THE TANK LOCATED BY INTERSECTION IN 1934
 AS0696'AND BY OCCUPATION IN 1935.
 AS0696
 AS0696                          STATION RECOVERY (1976)
 AS0696
 AS0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 AS0696'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 AS0696'H.J.S. IN 1965 IS ADEQUATE.
 AS0696'
 AS0696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AS0696'AT APALACHICOLA.
 AS0696
 AS0696                          STATION RECOVERY (1979)
 AS0696
 AS0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RST)
 AS0696'STATION WAS RECOVERED AS DESCRIBED.
 AS0696
 AS0696                          STATION RECOVERY (1986)
 AS0696
 AS0696'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCK)
 AS0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0245 ***********************************************************************
 AS0245  DESIGNATION -  APALACHICOLA RM 2
 AS0245  PID         -  AS0245
 AS0245  STATE/COUNTY-  FL/FRANKLIN
 AS0245  USGS QUAD   -  APALACHICOLA (1982)
 AS0245
 AS0245                         *CURRENT SURVEY CONTROL
 AS0245  ___________________________________________________________________
 AS0245* NAD 83(1986)-  29 43 30.     (N)    084 59 32.     (W)     SCALED    
 AS0245* NAVD 88     -         5.538  (meters)      18.17   (feet)  ADJUSTED  
 AS0245  ___________________________________________________________________
 AS0245  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0245  DYNAMIC HT  -           5.530 (meters)      18.14  (feet)  COMP
 AS0245  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AS0245
 AS0245  VERT ORDER  -  FIRST     CLASS I
 AS0245
 AS0245.The horizontal coordinates were scaled from a topographic map and have
 AS0245.an estimated accuracy of +/- 6 seconds.
 AS0245
 AS0245.The orthometric height was determined by differential leveling
 AS0245.and adjusted by the National Geodetic Survey in June 1991..
 AS0245
 AS0245.The geoid height was determined by GEOID03.
 AS0245
 AS0245.The dynamic height is computed by dividing the NAVD 88
 AS0245.geopotential number by the normal gravity value computed on the
 AS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0245.degrees latitude (g = 980.6199 gals.).
 AS0245
 AS0245.The modeled gravity was interpolated from observed gravity values.
 AS0245
 AS0245;                    North         East    Units  Estimated Accuracy
 AS0245;SPC FL N     -    80,470.      552,380.      MT  (+/- 180 meters Scaled)
 AS0245
 AS0245                          SUPERSEDED SURVEY CONTROL
 AS0245
 AS0245  NGVD 29 (??/??/92)    5.710  (m)           18.73   (f) ADJ UNCH    1 1
 AS0245
 AS0245.Superseded values are not recommended for survey control.
 AS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0245.See file dsdata.txt to determine how the superseded data were derived.
 AS0245
 AS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT941900(NAD 83)
 AS0245_MARKER: DR = REFERENCE MARK DISK
 AS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0245_STAMPING: APALACHICOLA NO 2 1934
 AS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0245+STABILITY: SURFACE MOTION
 AS0245
 AS0245  HISTORY     - Date     Condition        Report By
 AS0245  HISTORY     - 1934     MONUMENTED       CGS
 AS0245  HISTORY     - 1967     GOOD             NGS
 AS0245  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0245  HISTORY     - 1987     GOOD             USPSQD
 AS0245  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0245  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AS0245
 AS0245                          STATION DESCRIPTION
 AS0245
 AS0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0245'AT APALACHICOLA.
 AS0245'AT APALACHICOLA, IN SECTION 1, R 8 W, T 9 S, ON THE GROUNDS OF
 AS0245'THE GEORGE E. WEEMS MEMORIAL HOSPITAL, NEAR THE JUNCTION OF
 AS0245'10 TH STREET AND AVENUE H, 223 FEET NORTH OF THE NORTH CORNER
 AS0245'OF THE NORTHWEST WING OF THE HOSPITAL, 133 FEET SOUTHWEST OF THE
 AS0245'CENTER LINE OF 10 TH STREET, 25 FEET NORTH OF THE CENTER LINE OF
 AS0245'A DRIVEWAY, 20 FEET SOUTH OF A 30-INCH PINE TREE, 217.9 FEET
 AS0245'WEST-NORTHWEST OF THE STATION MARK DESCRIBED, ABOUT LEVEL WITH THE
 AS0245'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 AS0245'ABOVE THE LEVEL OF THE GROUND.
 AS0245
 AS0245                          STATION RECOVERY (1986)
 AS0245
 AS0245'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0245'MARK NOT FOUND.
 AS0245
 AS0245                          STATION RECOVERY (1987)
 AS0245
 AS0245'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0245'RECOVERED IN GOOD CONDITION.
 AS0245
 AS0245                          STATION RECOVERY (1989)
 AS0245
 AS0245'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0245'MARK NOT FOUND.
 AS0245
 AS0245                          STATION RECOVERY (1997)
 AS0245
 AS0245'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0247 ***********************************************************************
 AS0247  DESIGNATION -  APALACHICOLA RM 3
 AS0247  PID         -  AS0247
 AS0247  STATE/COUNTY-  FL/FRANKLIN
 AS0247  USGS QUAD   -  APALACHICOLA (1982)
 AS0247
 AS0247                         *CURRENT SURVEY CONTROL
 AS0247  ___________________________________________________________________
 AS0247* NAD 83(1986)-  29 43 30.     (N)    084 59 32.     (W)     SCALED    
 AS0247* NAVD 88     -         5.656  (meters)      18.56   (feet)  ADJUSTED  
 AS0247  ___________________________________________________________________
 AS0247  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0247  DYNAMIC HT  -           5.649 (meters)      18.53  (feet)  COMP
 AS0247  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 AS0247
 AS0247  VERT ORDER  -  FIRST     CLASS I
 AS0247
 AS0247.The horizontal coordinates were scaled from a topographic map and have
 AS0247.an estimated accuracy of +/- 6 seconds.
 AS0247
 AS0247.The orthometric height was determined by differential leveling
 AS0247.and adjusted by the National Geodetic Survey in June 1991..
 AS0247
 AS0247.The geoid height was determined by GEOID03.
 AS0247
 AS0247.The dynamic height is computed by dividing the NAVD 88
 AS0247.geopotential number by the normal gravity value computed on the
 AS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0247.degrees latitude (g = 980.6199 gals.).
 AS0247
 AS0247.The modeled gravity was interpolated from observed gravity values.
 AS0247
 AS0247;                    North         East    Units  Estimated Accuracy
 AS0247;SPC FL N     -    80,470.      552,380.      MT  (+/- 180 meters Scaled)
 AS0247
 AS0247                          SUPERSEDED SURVEY CONTROL
 AS0247
 AS0247  NGVD 29 (??/??/92)    5.829  (m)           19.12   (f) ADJ UNCH    1 1
 AS0247
 AS0247.Superseded values are not recommended for survey control.
 AS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0247.See file dsdata.txt to determine how the superseded data were derived.
 AS0247
 AS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT941900(NAD 83)
 AS0247_MARKER: DR = REFERENCE MARK DISK
 AS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0247_STAMPING: APALACHICOLA NO 3 1934
 AS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0247+STABILITY: SURFACE MOTION
 AS0247
 AS0247  HISTORY     - Date     Condition        Report By
 AS0247  HISTORY     - 1960     MONUMENTED       CGS
 AS0247  HISTORY     - 1967     GOOD             NGS
 AS0247  HISTORY     - 1975     GOOD             NGS
 AS0247  HISTORY     - 1986     GOOD             USPSQD
 AS0247  HISTORY     - 1987     GOOD             USPSQD
 AS0247  HISTORY     - 1989     GOOD             USPSQD
 AS0247  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AS0247
 AS0247                          STATION DESCRIPTION
 AS0247
 AS0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0247'AT APALACHICOLA.
 AS0247'AT APALACHICOLA, IN SECTION 1, R 8 W, T 9 S, NEAR THE JUNCTION
 AS0247'OF 10 TH STREET AND AVENUE H, 78 FEET NORTH OF THE CENTER OF
 AS0247'THE JUNCTION OF THE AVENUE AND THE STREET, 181.5 FEET NORTH OF
 AS0247'AND ACROSS 10 TH STREET FROM THE STATION DESCRIBED, 22 FEET
 AS0247'NORTHWEST OF THE CENTER LINE OF THE AVENUE, 29 1/2 FEET
 AS0247'SOUTHEAST OF THE SOUTHEAST ONE OF TWO 14-INCH PALM TREES, ABOUT
 AS0247'LEVEL WITH THE AVENUE AND SET IN THE TOP OF A CONCRETE POST
 AS0247'PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AS0247
 AS0247                          STATION RECOVERY (1975)
 AS0247
 AS0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0247'RECOVERED IN GOOD CONDITION.
 AS0247
 AS0247                          STATION RECOVERY (1986)
 AS0247
 AS0247'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0247'RECOVERED IN GOOD CONDITION.
 AS0247
 AS0247                          STATION RECOVERY (1987)
 AS0247
 AS0247'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0247'RECOVERED IN GOOD CONDITION.
 AS0247
 AS0247                          STATION RECOVERY (1989)
 AS0247
 AS0247'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0247'RECOVERED IN GOOD CONDITION.
 AS0247
 AS0247                          STATION RECOVERY (1997)
 AS0247
 AS0247'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0691 ***********************************************************************
 AS0691  DESIGNATION -  APALACHICOLA ST JOE MICROWAVE
 AS0691  PID         -  AS0691
 AS0691  STATE/COUNTY-  FL/FRANKLIN
 AS0691  USGS QUAD   -  APALACHICOLA (1982)
 AS0691
 AS0691                         *CURRENT SURVEY CONTROL
 AS0691  ___________________________________________________________________
 AS0691* NAD 83(1990)-  29 43 50.05712(N)    084 59 13.94524(W)     ADJUSTED  
 AS0691* NAVD 88     -                                                        
 AS0691  ___________________________________________________________________
 AS0691  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AS0691  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0691
 AS0691  HORZ ORDER  -  THIRD
 AS0691
 AS0691.The horizontal coordinates were established by classical geodetic methods
 AS0691.and adjusted by the National Geodetic Survey in May 1991..
 AS0691
 AS0691
 AS0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0691
 AS0691.The geoid height was determined by GEOID03.
 AS0691
 AS0691;                    North         East     Units Scale Factor Converg.
 AS0691;SPC FL N     -    81,082.811   552,865.958   MT  0.99997729   -0 14 41.4
 AS0691;SPC FL N     -   266,019.19  1,813,861.06   sFT  0.99997729   -0 14 41.4
 AS0691;UTM  16      - 3,290,627.292   694,671.972   MT  1.00006761   +0 59 54.6
 AS0691
 AS0691                          SUPERSEDED SURVEY CONTROL
 AS0691
 AS0691  NAD 83(1986)-  29 43 50.06797(N)    084 59 13.95849(W) AD(       ) 4
 AS0691  NAD 27      -  29 43 49.30600(N)    084 59 14.28200(W) AD(       ) 3
 AS0691
 AS0691.Superseded values are not recommended for survey control.
 AS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0691.See file dsdata.txt to determine how the superseded data were derived.
 AS0691
 AS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9467290627(NAD 83)
 AS0691_MARKER: 45 = MICROWAVE TOWER
 AS0691
 AS0691  HISTORY     - Date     Condition        Report By
 AS0691  HISTORY     - 1960     FIRST OBSERVED   CGS
 AS0691  HISTORY     - 1979     GOOD             NGS
 AS0691  HISTORY     - 1986     GOOD             USPSQD
 AS0691  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AS0691
 AS0691                          STATION DESCRIPTION
 AS0691
 AS0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 AS0691'THE STATION IS THE TOP AND CENTER OF A MICROWAVE ANTENNA TOWER
 AS0691'WHICH IS OWNED BY THE ST. JOE TELEPHONE AND TELEGRAPH COMPANY
 AS0691'AND IS LOCATED ABOUT 150 FEET NORTH OF THE APALACHICOLA AND
 AS0691'NORTHERN RAILROAD DEPOT IN THE TOWN OF APALACHICOLA.
 AS0691'
 AS0691'IT IS A LATTICE STEEL STRUCTURE 330 FEET IN HEIGHT AND HAS A
 AS0691'FLASHING RED LIGHT ON THE TOP.
 AS0691
 AS0691                          STATION RECOVERY (1979)
 AS0691
 AS0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RST)
 AS0691'STATION WAS RECOVERED AS DESCRIBED.
 AS0691
 AS0691                          STATION RECOVERY (1986)
 AS0691
 AS0691'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCK)
 AS0691'RECOVERED IN GOOD CONDITION.
 AS0691
 AS0691                          STATION RECOVERY (1997)
 AS0691
 AS0691'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0738 ***********************************************************************
 AS0738  DESIGNATION -  APALACHICOLA USAF MICROWAVE
 AS0738  PID         -  AS0738
 AS0738  STATE/COUNTY-  FL/FRANKLIN
 AS0738  USGS QUAD   -  WEST PASS (1992)
 AS0738
 AS0738                         *CURRENT SURVEY CONTROL
 AS0738  ___________________________________________________________________
 AS0738* NAD 83(1990)-  29 43 14.84986(N)    085 01 40.59768(W)     ADJUSTED  
 AS0738* NAVD 88     -                                                        
 AS0738  ___________________________________________________________________
 AS0738  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AS0738  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0738
 AS0738  HORZ ORDER  -  THIRD
 AS0738
 AS0738.The horizontal coordinates were established by classical geodetic methods
 AS0738.and adjusted by the National Geodetic Survey in May 1991..
 AS0738
 AS0738
 AS0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0738
 AS0738.The geoid height was determined by GEOID03.
 AS0738
 AS0738;                    North         East     Units Scale Factor Converg.
 AS0738;SPC FL N     -    80,016.323   548,919.951   MT  0.99997859   -0 15 55.1
 AS0738;SPC FL N     -   262,520.22  1,800,914.87   sFT  0.99997859   -0 15 55.1
 AS0738;UTM  16      - 3,289,475.340   690,749.721   MT  1.00004895   +0 58 40.8
 AS0738
 AS0738                          SUPERSEDED SURVEY CONTROL
 AS0738
 AS0738  NAD 83(1986)-  29 43 14.86068(N)    085 01 40.61197(W) AD(       ) 4
 AS0738  NAD 27      -  29 43 14.09700(N)    085 01 40.93100(W) AD(       ) 3
 AS0738
 AS0738.Superseded values are not recommended for survey control.
 AS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0738.See file dsdata.txt to determine how the superseded data were derived.
 AS0738
 AS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9075089475(NAD 83)
 AS0738_MARKER: 45 = MICROWAVE TOWER
 AS0738
 AS0738  HISTORY     - Date     Condition        Report By
 AS0738  HISTORY     - 1960     FIRST OBSERVED   CGS
 AS0738  HISTORY     - 1979     GOOD             NGS
 AS0738  HISTORY     - 1984     GOOD             USPSQD
 AS0738  HISTORY     - 19971002 GOOD             USPSQD
 AS0738
 AS0738                          STATION DESCRIPTION
 AS0738
 AS0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 AS0738'THE STATION IS THE TOP AND CENTER OF A MICROWAVE ANTENNA TOWER
 AS0738'WHICH IS THE PROPERTY OF THE U.S. AIR FORCE.
 AS0738'
 AS0738'IT IS LOCATED ABOUT 3 MILES WEST OF APALACHICOLA, ABOUT 1 MILE
 AS0738'NORTH OF ST. VINCENT SOUND, ABOUT 0.1 MILE SOUTH OF THE
 AS0738'APALACHICOLA MUNICIPAL AIRPORT AND 200 FEET EAST OF THE
 AS0738'AIRPORT ENTRANCE ROAD.
 AS0738'
 AS0738'IT IS A LATTICE STEEL STRUCTURE ABOUT 220 FEET IN HEIGHT AND
 AS0738'HAS A FLASHING RED LIGHT ON THE TOP.
 AS0738
 AS0738                          STATION RECOVERY (1979)
 AS0738
 AS0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RST)
 AS0738'STATION WAS RECOVERED AS DESCRIBED.
 AS0738
 AS0738                          STATION RECOVERY (1984)
 AS0738
 AS0738'RECOVERY NOTE BY US POWER SQUADRON 1984 (GWM)
 AS0738'STATION RECOVERED GOOD.
 AS0738'
 AS0738'STATION 1002 RECOVERED AS DESCRIBED 31 AUGUST 1984.
 AS0738
 AS0738                          STATION RECOVERY (1997)
 AS0738
 AS0738'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0884 ***********************************************************************
 AS0884  FBN         -  This is a Federal Base Network Control Station.
 AS0884  DESIGNATION -  APALPORT
 AS0884  PID         -  AS0884
 AS0884  STATE/COUNTY-  FL/FRANKLIN
 AS0884  USGS QUAD   -  WEST PASS (1992)
 AS0884
 AS0884                         *CURRENT SURVEY CONTROL
 AS0884  ___________________________________________________________________
 AS0884* NAD 83(1999)-  29 44 09.74665(N)    085 01 25.23954(W)     ADJUSTED  
 AS0884* NAVD 88     -         4.326  (meters)      14.19   (feet)  ADJUSTED  
 AS0884  ___________________________________________________________________
 AS0884  X           -     480,805.675 (meters)                     COMP
 AS0884  Y           -  -5,521,915.490 (meters)                     COMP
 AS0884  Z           -   3,144,988.958 (meters)                     COMP
 AS0884  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AS0884  ELLIP HEIGHT-         -22.81  (meters)          (04/12/01) GPS OBS
 AS0884  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AS0884  DYNAMIC HT  -           4.320 (meters)      14.17  (feet)  COMP
 AS0884  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 AS0884
 AS0884  HORZ ORDER  -  A
 AS0884  VERT ORDER  -  SECOND    CLASS I
 AS0884  ELLP ORDER  -  FOURTH    CLASS I
 AS0884
 AS0884.The horizontal coordinates were established by GPS observations
 AS0884.and adjusted by the National Geodetic Survey in April 2001..
 AS0884
 AS0884.The orthometric height was determined by differential leveling
 AS0884.and adjusted by the National Geodetic Survey in May 2001..
 AS0884.No vertical observational check was made to the station.
 AS0884.WARNING-GPS observations at this control monument resulted in a GPS
 AS0884.derived orthometric height which differed from the leveled height by
 AS0884.more than one decimeter (0.1 meter).
 AS0884
 AS0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS0884
 AS0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0884
 AS0884.The ellipsoidal height was determined by GPS observations
 AS0884.and is referenced to NAD 83.
 AS0884
 AS0884.The geoid height was determined by GEOID03.
 AS0884
 AS0884.The dynamic height is computed by dividing the NAVD 88
 AS0884.geopotential number by the normal gravity value computed on the
 AS0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0884.degrees latitude (g = 980.6199 gals.).
 AS0884
 AS0884.The modeled gravity was interpolated from observed gravity values.
 AS0884
 AS0884;                    North         East     Units Scale Factor Converg.
 AS0884;SPC FL N     -    81,704.695   549,340.474   MT  0.99997657   -0 15 47.4
 AS0884;SPC FL N     -   268,059.49  1,802,294.54   sFT  0.99997657   -0 15 47.4
 AS0884;UTM  16      - 3,291,172.563   691,133.532   MT  1.00005076   +0 58 50.0
 AS0884
 AS0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0884!SPC FL N     -   1.00000358  x   0.99997657  =   0.99998015
 AS0884!UTM  16      -   1.00000358  x   1.00005076  =   1.00005434
 AS0884
 AS0884:                Primary Azimuth Mark                     Grid Az
 AS0884:SPC FL N     -  APALPORT AZ MK                           181 39 26.0
 AS0884:UTM  16      -  APALPORT AZ MK                           180 24 48.6
 AS0884
 AS0884|---------------------------------------------------------------------|
 AS0884| PID    Reference Object                     Distance      Geod. Az  |
 AS0884|                                                           dddmmss.s |
 AS0884| AS0895 APALPORT AZ MK                      APPROX. 1.0 KM 1812338.6 |
 AS0884|---------------------------------------------------------------------|
 AS0884
 AS0884                          SUPERSEDED SURVEY CONTROL
 AS0884
 AS0884  NAD 83(1990)-  29 44 09.74628(N)    085 01 25.23853(W) AD(       ) B
 AS0884  ELLIP H (09/13/90)  -22.62   (m)                       GP(       ) 4 1
 AS0884  NGVD 29 (09/13/90)    4.50   (m)           14.8    (f) LEVELING    3  
 AS0884
 AS0884.Superseded values are not recommended for survey control.
 AS0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0884.See file dsdata.txt to determine how the superseded data were derived.
 AS0884
 AS0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9113491173(NAD 83)
 AS0884_MARKER: F = FLANGE-ENCASED ROD
 AS0884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AS0884_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AS0884_STAMPING: APALPORT 1988
 AS0884_MARK LOGO: NGS   
 AS0884_PROJECTION: FLUSH
 AS0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AS0884+STABILITY: POSITION/ELEVATION WELL
 AS0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0884+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 AS0884_ROD/PIPE-DEPTH: 19.5 meters
 AS0884_SLEEVE-DEPTH  : 0.91 meters
 AS0884
 AS0884  HISTORY     - Date     Condition        Report By
 AS0884  HISTORY     - 1988     MONUMENTED       NGS
 AS0884  HISTORY     - 19890328 GOOD
 AS0884  HISTORY     - 19890425 GOOD
 AS0884  HISTORY     - 19910927 GOOD             NGS
 AS0884  HISTORY     - 19951117 GOOD             NGS
 AS0884  HISTORY     - 19971002 GOOD             USPSQD
 AS0884  HISTORY     - 19990405 GOOD             FLDEP
 AS0884  HISTORY     - 20010614 GOOD             FLDT
 AS0884  HISTORY     - 20020718 GOOD             BAH
 AS0884  HISTORY     - 20040615 GOOD             FLDT
 AS0884
 AS0884                          STATION DESCRIPTION
 AS0884
 AS0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AS0884'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) WEST-NORTHWEST OF
 AS0884'APALACHICOLA, AT THE APALACHICOLA MUNICIPAL AIRPORT, NEAR THE NORTH
 AS0884'END OF RUNWAY 18-36, BETWEEN RUNWAY AND TAXIWAY, IN THE SOUTHEAST PART
 AS0884'OF SECTION 34, T 8 S, R 8 W.  OWNERSHIP--COUNTY OF FRANKLIN, P.O. BOX
 AS0884'340, APALACHICOLA FL 32320, LEE R.P. RIVERS - CLERK, CIRCUIT COURT,
 AS0884'PHONE 904-653-8861 (APALACHICOLA), 697-2112 (CARRABELLE), 653-9258
 AS0884'(HOME).  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.
 AS0884'TO REACH THE STATION FROM THE COURTHOUSE IN APALACHICOLA, GO
 AS0884'NORTH-NORTHWEST FOR 0.24 KM (0.15 MI) ON U.S. HIGHWAY 98 TO A CROSS
 AS0884'STREET.  TURN LEFT AND GO SOUTHWEST, THEN WEST FOR 4.83 KM (3.00 MI)
 AS0884'ON HIGHWAY 98 TO A PAVED ROAD RIGHT, AIRPORT AND NATIONAL WEATHER
 AS0884'SERVICE SIGNS IN NORTHWEST ANGLE OF ROAD JUNCTION.  TURN RIGHT AND GO
 AS0884'NORTH FOR 0.89 KM (0.55 MI) ON THE PAVED ROAD TO A PAVED CROSSROAD.
 AS0884'TURN RIGHT AND GO 0.08 KM (0.05 MI) ON THE PAVED ROAD TO A PAVED ROAD
 AS0884'RIGHT.  TURN RIGHT AND GO 0.16 KM (0.10 MI) ON THE PAVED ROAD TO A
 AS0884'DIRT ROAD LEFT, JUST BEFORE NATIONAL WEATHER SERVICE PARKING LOT. TURN
 AS0884'LEFT AND GO NORTHEAST FOR 0.08 KM (0.05 MI) ON THE DIRT ROAD AND
 AS0884'CONCRETE APRON, THEN TURN RIGHT AND GO SOUTHEAST FOR 0.32 KM
 AS0884'(0.20 MI) ON THE TAXIWAY TO RUNWAY 18-36.  TURN LEFT AND GO NORTH FOR
 AS0884'1.21 KM (0.75 MI) ALONG RUNWAY 18-36 TO THE STATION ON LEFT.
 AS0884'THE STATION IS RECESSED 10 CM BELOW GROUND.  LOCATED 56.85 M
 AS0884'(186.5 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF RUNWAY, 34.44 M
 AS0884'(113.0 FT) SOUTH FROM THE POINT OF TANGENT AT THE NORTHEAST ONE OF TWO
 AS0884'CURVES IN TAXIWAY, 34.44 M (113.0 FT) WEST FROM THE WEST EDGE OF
 AS0884'RUNWAY AND 17.98 M (59.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 AS0884'TAXIWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AS0884'CAP.
 AS0884'DESCRIBED BY D.F. CALLAHAN.
 AS0884
 AS0884                          STATION RECOVERY (1989)
 AS0884
 AS0884'RECOVERED 1989
 AS0884'RECOVERED IN GOOD CONDITION.
 AS0884
 AS0884                          STATION RECOVERY (1989)
 AS0884
 AS0884'RECOVERED 1989
 AS0884'RECOVERED IN GOOD CONDITION.
 AS0884
 AS0884                          STATION RECOVERY (1991)
 AS0884
 AS0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 AS0884'THE STATION IS ABOUT 2.0 MI (3.2 KM) WEST-NORTHWEST OF APALACHICOLA,
 AS0884'AT THE MUNICIPAL AIRPORT, NEAR THE NORTH END OF RUNWAY 18-36, BETWEEN
 AS0884'RUNWAY AND TAXIWAY, IN SECTION 34, T 8 S, R 8 W.  PROPERTY
 AS0884'OWNER--COUNTY OF FRANKLIN P.O. BOX 340, APALACHICOLA, FL 32320, LEE R.
 AS0884'P. RIVERS-CLERK, CIRCUIT COURT, PHONE 904-653-8861 (APALACHICOLA),
 AS0884'697-2112 (CARRABELLE). TO REACH THE STATION FROM THE COURTHOUSE IN
 AS0884'APALACHICOLA, GO NORTH-NORTHWEST ON U.S. HIGHWAY 98 FOR 0.15 MI (0.24
 AS0884'KM) TO A CROSS STREET, TURN LEFT AND CONTINUE WEST-SOUTHWEST ON U.S.
 AS0884'HIGHWAY 98 FOR 3.0 MI (4.8 KM) TO A PAVED ROAD ON THE RIGHT, AND SIGNS
 AS0884'FOR THE AIRPORT AND NATIONAL WEATHER SERVICE, TURN RIGHT ON THE
 AS0884'AIRPORT ROAD AND GO NORTHWEST FOR 0.55 MI (0.89 KM) TO A PAVED
 AS0884'CROSSROAD, TURN RIGHT ON THE PAVED CROSSROAD AND GO EAST FOR 0.05 MI
 AS0884'(0.08 KM) TO A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD
 AS0884'AND GO SOUTHEAST FOR 0.10 MI (0.16 KM) TO A DIRT ROAD ON THE LEFT,
 AS0884'JUST BEFORE THE PARKING LOT FOR THE NATIONAL WEATHER SERVICE, TURN
 AS0884'LEFT ON THE DIRT ROAD AND CONCRETE APRON AND GO NORTHEAST FOR 0.05 MI
 AS0884'(0.08 KM) TO THE TAXIWAY, TURN RIGHT AND GO SOUTHEAST ON THE TAXIWAY
 AS0884'FOR RUNWAY 18-36 FOR 0.20 MI (0.32 KM) TO THE RUNWAY, TURN LEFT AND GO
 AS0884'NORTH ON RUNWAY 18-36 FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 AS0884'LEFT. LOCATED 186.5 FT (56.8 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 AS0884'RUNWAY 18-36, 113.0 FT (34.4 M) SOUTH OF THE POINT OF TANGENT AT THE
 AS0884'NORTHEAST ONE OF TWO CURVES IN TAXIWAY, 113.0 FT (34.4 M) WEST OF THE
 AS0884'WEST EDGE OF THE TAXIWAY AND RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL
 AS0884'OF THE GROUND.  ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AS0884'CAP.
 AS0884
 AS0884                          STATION RECOVERY (1995)
 AS0884
 AS0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AS0884'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST-NORTHWEST OF
 AS0884'APALACHICOLA, AT THE APALACHICOLA MUNICIPAL AIRPORT, NEAR THE NORTH
 AS0884'END OF RUNWAY 18-36, BETWEEN THE RUNWAY AND TAXIWAY, IN THE SOUTHEAST
 AS0884'PART OF SECTION 34, T 8 S, R 8 W.  OWNERSHIP -- COUNTY OF FRANKLIN,
 AS0884'P.O. BOX 340, APALACHICOLA, FL 32320, KENDELL WADE - CLERK, CIRCUIT
 AS0884'COURT, TELEPHONE (904) 653-8861 (APALACHICOLA), 697-2112 (CARRABELLE).
 AS0884'MR. BILL RUIC OF APALACHICOLA INTERNATIONAL AVIATION TRAINING CENTER,
 AS0884'8 AIRPORT ROAD, P.O. BOX 518, APALACHICOLA, FL 32329-0518 IS THE FIXED
 AS0884'BASE OPERATOR AT THE AIRPORT, TELEPHONE (904) 653-2222.  NOTE -- GATE
 AS0884'IS LOCKED AFTER HOURS.  TO REACH THE STATION FROM THE COURTHOUSE IN
 AS0884'APALACHICOLA, GO NORTH-NORTHWEST FOR 0.15 MI (0.24 KM) ON U.S. HIGHWAY
 AS0884'98 TO A CROSSROAD.  TURN LEFT AND GO WESTERLY ON U.S. HIGHWAY 98 FOR
 AS0884'3.0 MI (4.8 KM) TO A PAVED ROAD (APALACHEE STREET) ON THE RIGHT AND
 AS0884'SIGNS FOR THE AIRPORT.  TURN RIGHT AND GO NORTHERLY ON APALACHEE
 AS0884'STREET FOR 0.3 MILE (0.5 KM) TO A CHAIN LINK GATE AND ENTRANCE TO
 AS0884'APALACHICOLA AIRPORT.  CONTINUE NORTHERLY FOR 0.25 MILE (0.40 KM) TO
 AS0884'WHERE ROAD TURNS RIGHT, FOLLOW ROAD FOR 0.05 MI (0.08 KM) AND BEAR
 AS0884'LEFT TO ENTRANCE TO FBO AND AIRPORT OFFICE.  CONTINUE STRAIGHT AHEAD,
 AS0884'NORTHEAST ACROSS THE APRON FOR 0.05 MILE (0.08 KM) TO THE EDGE OF
 AS0884'APRON.  TURN RIGHT AND GO SOUTHEASTERLY ON TAXIWAY FOR 0.25 MI (0.40
 AS0884'KM) CURVING AROUND TO THE END OF RUNWAY 31.  GO NORTH ACROSS THE END
 AS0884'OF RUNWAY 31 AND CONTINUE NORTH ON OLD RUNWAY 18-36 FOR 0.5 MILE (0.8
 AS0884'KM) TO THE END OF RUNWAY 24.  CROSS THE END OF RUNWAY 24 AND CONTINUE
 AS0884'NORTH ON OLD RUNWAY FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT
 AS0884'JUST BEFORE REACHING TAXIWAY ON THE LEFT AND END OF RUNWAY 18-36.  THE
 AS0884'STATION IS 56.7 M (186.0 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF
 AS0884'RUNWAY, 34.52 M (113.25 FT) WEST FROM THE WEST EDGE OF RUNWAY, 22.0 M
 AS0884'(72.2 FT) SOUTH OF SOUTH EDGE OF TAXIWAY BEFORE IT TURNS SOUTHWEST,
 AS0884'18.07 M (59.28 FT) SOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY, AND 0.44 M
 AS0884'(1.44 FT) NORTH OF WOODEN STAKE WITH FLAGGING ON IT.  WJR
 AS0884
 AS0884                          STATION RECOVERY (1997)
 AS0884
 AS0884'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0884'RECOVERED IN GOOD CONDITION.
 AS0884
 AS0884                          STATION RECOVERY (1999)
 AS0884
 AS0884'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999
 AS0884'RECOVERED AS DESCRIBED.
 AS0884
 AS0884                          STATION RECOVERY (2001)
 AS0884
 AS0884'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 AS0884'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AS0884
 AS0884                          STATION RECOVERY (2002)
 AS0884
 AS0884'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW)
 AS0884'RECOVERED IN GOOD CONDITION.
 AS0884
 AS0884                          STATION RECOVERY (2004)
 AS0884
 AS0884'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (HLF)
 AS0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0895 ***********************************************************************
 AS0895  DESIGNATION -  APALPORT AZ MK
 AS0895  PID         -  AS0895
 AS0895  STATE/COUNTY-  FL/FRANKLIN
 AS0895  USGS QUAD   -  WEST PASS (1992)
 AS0895
 AS0895                         *CURRENT SURVEY CONTROL
 AS0895  ___________________________________________________________________
 AS0895* NAD 83(1999)-  29 43 37.18240(N)    085 01 26.14750(W)     ADJUSTED  
 AS0895* NAVD 88     -         5.455  (meters)      17.90   (feet)  ADJUSTED  
 AS0895  ___________________________________________________________________
 AS0895  X           -     480,824.587 (meters)                     COMP
 AS0895  Y           -  -5,522,413.987 (meters)                     COMP
 AS0895  Z           -   3,144,118.832 (meters)                     COMP
 AS0895  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AS0895  ELLIP HEIGHT-         -21.67  (meters)          (12/13/01) GPS OBS
 AS0895  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0895  DYNAMIC HT  -           5.448 (meters)      17.87  (feet)  COMP
 AS0895  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 AS0895
 AS0895  HORZ ORDER  -  FIRST
 AS0895  VERT ORDER  -  SECOND    CLASS I
 AS0895  ELLP ORDER  -  FIFTH     CLASS I
 AS0895
 AS0895.The horizontal coordinates were established by GPS observations
 AS0895.and adjusted by the National Geodetic Survey in December 2001..
 AS0895
 AS0895.The orthometric height was determined by differential leveling
 AS0895.and adjusted by the National Geodetic Survey in May 2001..
 AS0895
 AS0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS0895
 AS0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0895
 AS0895.The ellipsoidal height was determined by GPS observations
 AS0895.and is referenced to NAD 83.
 AS0895
 AS0895.The geoid height was determined by GEOID03.
 AS0895
 AS0895.The dynamic height is computed by dividing the NAVD 88
 AS0895.geopotential number by the normal gravity value computed on the
 AS0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0895.degrees latitude (g = 980.6199 gals.).
 AS0895
 AS0895.The modeled gravity was interpolated from observed gravity values.
 AS0895
 AS0895;                    North         East     Units Scale Factor Converg.
 AS0895;SPC FL N     -    80,702.151   549,311.468   MT  0.99997776   -0 15 47.8
 AS0895;SPC FL N     -   264,770.31  1,802,199.37   sFT  0.99997776   -0 15 47.8
 AS0895;UTM  16      - 3,290,169.553   691,126.291   MT  1.00005073   +0 58 48.6
 AS0895
 AS0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0895!SPC FL N     -   1.00000340  x   0.99997776  =   0.99998116
 AS0895!UTM  16      -   1.00000340  x   1.00005073  =   1.00005413
 AS0895
 AS0895:                Primary Azimuth Mark                     Grid Az
 AS0895:SPC FL N     -  APALPORT                                 001 39 26.0
 AS0895:UTM  16      -  APALPORT                                 000 24 49.6
 AS0895
 AS0895|---------------------------------------------------------------------|
 AS0895| PID    Reference Object                     Distance      Geod. Az  |
 AS0895|                                                           dddmmss.s |
 AS0895| AS0884 APALPORT                            APPROX. 1.0 KM 0012338.2 |
 AS0895|---------------------------------------------------------------------|
 AS0895
 AS0895                          SUPERSEDED SURVEY CONTROL
 AS0895
 AS0895  NAD 83(1990)-  29 43 37.18203(N)    085 01 26.14649(W) AD(       ) 1
 AS0895  NGVD 29 (02/04/91)    5.63   (m)           18.5    (f) LEVELING    3  
 AS0895
 AS0895.Superseded values are not recommended for survey control.
 AS0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0895.See file dsdata.txt to determine how the superseded data were derived.
 AS0895
 AS0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9112690170(NAD 83)
 AS0895_MARKER: F = FLANGE-ENCASED ROD
 AS0895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AS0895_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AS0895_STAMPING: APALPORT AZ MK 1988
 AS0895_MARK LOGO: NGS   
 AS0895_PROJECTION: FLUSH
 AS0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0895+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2002
 AS0895_ROD/PIPE-DEPTH: 34.0 meters
 AS0895_SLEEVE-DEPTH  : 0.91 meters
 AS0895
 AS0895  HISTORY     - Date     Condition        Report By
 AS0895  HISTORY     - 1988     MONUMENTED       NGS
 AS0895  HISTORY     - 19890425 GOOD
 AS0895  HISTORY     - 19910927 GOOD             NGS
 AS0895  HISTORY     - 19961002 GOOD             USPSQD
 AS0895  HISTORY     - 20020322 GOOD             UFL
 AS0895
 AS0895                          STATION DESCRIPTION
 AS0895
 AS0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AS0895'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) WEST OF APALACHICOLA,
 AS0895'AT THE APALACHICOLA MUNICIPAL AIRPORT, IN THE EAST CENTRAL PART OF
 AS0895'SECTION 3, T 9 S, R 8 W, IN A TRIANGULAR-SHAPED AREA FORMED BY THE
 AS0895'THREE PAVED RUNWAYS.  OWNERSHIP--COUNTY OF FRANKLIN, P.O. BOX 340,
 AS0895'APALACHICOLA FL 32320, LEE R.P. RIVERS - CLERK, CIRCUIT COURT, PHONE
 AS0895'904-653-8861 (APALACHICOLA), 697-2112 (CARRABELLE), 653-9258 (HOME).
 AS0895'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.
 AS0895'TO REACH THE STATION FROM THE COURTHOUSE IN APALACHICOLA, GO
 AS0895'NORTH-NORTHWEST FOR 0.24 KM (0.15 MI) ON U.S. HIGHWAY 98 TO A CROSS
 AS0895'STREET.  TURN LEFT AND GO SOUTHWEST, THEN WEST FOR 4.83 KM (3.00 MI)
 AS0895'ON HIGHWAY 98 TO A PAVED ROAD RIGHT, AIRPORT AND NATIONAL WEATHER
 AS0895'SERVICE SIGNS IN NORTHWEST ANGLE OF ROAD JUNCTION.  TURN RIGHT AND GO
 AS0895'NORTH FOR 0.89 KM (0.55 MI) ON THE PAVED ROAD TO A PAVED CROSSROAD.
 AS0895'TURN RIGHT AND GO 0.08 KM (0.05 MI) ON THE PAVED ROAD TO A PAVED ROAD
 AS0895'RIGHT.  TURN RIGHT AND GO 0.16 KM (0.10 MI) ON THE PAVED ROAD TO A
 AS0895'DIRT ROAD LEFT, JUST BEFORE NATIONAL WEATHER SERVICE PARKING LOT. TURN
 AS0895'LEFT AND GO NORTHEAST FOR 0.08 KM (0.05 MI) ON THE DIRT ROAD AND
 AS0895'CONCRETE APRON, THEN TURN RIGHT AND GO SOUTHEAST FOR 0.32 KM
 AS0895'(0.20 MI) ON THE TAXIWAY TO RUNWAY 18-36.  TURN LEFT AND GO NORTH FOR
 AS0895'0.24 KM (0.15 MI) ALONG RUNWAY 18-36 TO THE STATION ON LEFT.
 AS0895'THE STATION IS RECESSED 10 CM BELOW GROUND.  LOCATED 156.06 M
 AS0895'(512.0 FT) EAST FROM THE WEST EDGE OF A PILE OF CONCRETE BLOCKS ABOUT
 AS0895'4.6 M (15.1 FT) TALL, 90.07 M (295.5 FT) SOUTH-SOUTHEAST FROM THE EAST
 AS0895'CORNER OF A 0.9 M (3.0 FT) BY 1.37 M (4.5 FT) CONCRETE FOUNDATION FOR
 AS0895'STORM DRAIN, 53.34 M (175.0 FT) WEST FROM THE WEST EDGE OF RUNWAY
 AS0895'18-36 AND 13.53 M (44.4 FT) NORTH FROM THE NORTHWEST CORNER OF A
 AS0895'SQUARE CONCRETE SLAB 2.29 M (7.5 FT) ON SIDE.  NOTE--ACCESS TO DATUM
 AS0895'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AS0895'DESCRIBED BY D.F. CALLAHAN.
 AS0895
 AS0895                          STATION RECOVERY (1989)
 AS0895
 AS0895'RECOVERED 1989
 AS0895'RECOVERED IN GOOD CONDITION.
 AS0895
 AS0895                          STATION RECOVERY (1991)
 AS0895
 AS0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 AS0895'THE STATION IS ABOUT 2.0 MI (3.2 KM) WEST-NORTHWEST OF APALACHICOLA,
 AS0895'AT THE MUNICIPAL AIRPORT, NEAR THE NORTH END OF RUNWAY 18-36, BETWEEN
 AS0895'RUNWAY AND TAXIWAY, IN SECTION 34, T 8 S, R 8 W.  PROPERTY
 AS0895'OWNER--COUNTY OF FRANKLIN P.O. BOX 340, APALACHICOLA, FL 32320, LEE R.
 AS0895'P. RIVERS-CLERK, CIRCUIT COURT, PHONE 904-653-8861 (APALACHICOLA),
 AS0895'697-2112 (CARRABELLE). TO REACH THE STATION FROM THE COURTHOUSE IN
 AS0895'APALACHICOLA, GO NORTH-NORTHWEST ON U.S. HIGHWAY 98 FOR 0.15 MI (0.24
 AS0895'KM) TO A CROSS STREET, TURN LEFT AND CONTINUE WEST-SOUTHWEST ON U.S.
 AS0895'HIGHWAY 98 FOR 3.0 MI (4.8 KM) TO A PAVED ROAD ON THE RIGHT, AND SIGNS
 AS0895'FOR THE AIRPORT AND NATIONAL WEATHER SERVICE, TURN RIGHT ON THE
 AS0895'AIRPORT ROAD AND GO NORTHWEST FOR 0.55 MI (0.89 KM) TO A PAVED
 AS0895'CROSSROAD, TURN RIGHT ON THE PAVED CROSSROAD AND GO EAST FOR 0.05 MI
 AS0895'(0.08 KM) TO A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD
 AS0895'AND GO SOUTHEAST FOR 0.10 MI (0.16 KM) TO A DIRT ROAD ON THE LEFT,
 AS0895'JUST BEFORE THE PARKING LOT FOR THE NATIONAL WEATHER SERVICE, TURN
 AS0895'LEFT ON THE DIRT ROAD AND CONCRETE APRON AND GO NORTHEAST FOR 0.05 MI
 AS0895'(0.08 KM) TO THE TAXIWAY, TURN RIGHT AND GO SOUTHEAST ON THE TAXIWAY
 AS0895'FOR RUNWAY 18-36 FOR 0.20 MI (0.32 KM) TO THE RUNWAY, TURN LEFT AND GO
 AS0895'NORTH ON RUNWAY 18-36 FOR 0.30 MI (0.48 KM) TO THE STATION ON THE
 AS0895'LEFT. LOCATED 512.0 FT (156.1 M) EAST OF THE WEST EDGE OF A 15.1 FT
 AS0895'(4.6 M) TALL PILE OF CONCRETE BLOCKS, 295.5 FT (90.1 M)
 AS0895'SOUTH-SOUTHEAST OF THE EAST CORNER OF A 3.0 FT (0.9 M) BY 4.5 FT (1.4
 AS0895'M) CONCRETE FOUNDATION FOR A STORM DRAIN, 175.0 FT (53.3 M) WEST OF
 AS0895'THE WEST EDGE OF RUNWAY 18-36, 44.4 FT (13.5 M) NORTH FROM THE
 AS0895'NORTHWEST CORNER OF A 7.5 FT (2.3 M) SQUARE CONCRETE SLAB AND RECESSED
 AS0895'0.3 FT (9.1 CM) BELOW THE LEVEL OF THE GROUND.  ACCESS TO DATUM POINT
 AS0895'IS HAD THROUGH A 5-INCH LOGO CAP.
 AS0895
 AS0895                          STATION RECOVERY (1996)
 AS0895
 AS0895'RECOVERY NOTE BY US POWER SQUADRON 1996
 AS0895'RECOVERED IN GOOD CONDITION.
 AS0895
 AS0895                          STATION RECOVERY (2002)
 AS0895
 AS0895'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 2002 (DRD)
 AS0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4507 ***********************************************************************
 AA4507  SACS        -  This is a Secondary Airport Control Station.
 AA4507  DESIGNATION -  APF A
 AA4507  PID         -  AA4507
 AA4507  STATE/COUNTY-  FL/COLLIER
 AA4507  USGS QUAD   -  NAPLES NORTH (1987)
 AA4507
 AA4507                         *CURRENT SURVEY CONTROL
 AA4507  ___________________________________________________________________
 AA4507* NAD 83(1999)-  26 09 25.35666(N)    081 46 16.90000(W)     ADJUSTED  
 AA4507* NAVD 88     -         1.92   (meters)       6.3    (feet)  GPS OBS   
 AA4507  ___________________________________________________________________
 AA4507  X           -     819,905.951 (meters)                     COMP
 AA4507  Y           -  -5,669,677.068 (meters)                     COMP
 AA4507  Z           -   2,794,679.836 (meters)                     COMP
 AA4507  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AA4507  ELLIP HEIGHT-         -21.57  (meters)          (01/18/02) GPS OBS
 AA4507  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AA4507
 AA4507  HORZ ORDER  -  FIRST
 AA4507  ELLP ORDER  -  FOURTH    CLASS I
 AA4507
 AA4507.This mark is at Naples Airport (APF)
 AA4507
 AA4507.The horizontal coordinates were established by GPS observations
 AA4507.and adjusted by the National Geodetic Survey in June 2001..
 AA4507
 AA4507.The orthometric height was determined by GPS observations and a
 AA4507.high-resolution geoid model.
 AA4507
 AA4507.GPS derived orthometric heights for airport stations designated as
 AA4507.PACS or SACS are published to 2 decimal places.  This maintains
 AA4507.centimeter relative accuracy between the PACS and SACS.  It does
 AA4507.not indicate centimeter accuracy relative to other marks which are
 AA4507.part of the NAVD 88 network.
 AA4507
 AA4507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4507
 AA4507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4507
 AA4507.The ellipsoidal height was determined by GPS observations
 AA4507.and is referenced to NAD 83.
 AA4507
 AA4507.The geoid height was determined by GEOID03.
 AA4507
 AA4507;                    North         East     Units Scale Factor Converg.
 AA4507;SPC FL E     -   202,241.408   122,879.161   MT  1.00001458   -0 20 24.2
 AA4507;SPC FL E     -   663,520.35    403,146.05   sFT  1.00001458   -0 20 24.2
 AA4507;UTM  17      - 2,893,304.385   422,905.474   MT  0.99967338   -0 20 24.2
 AA4507
 AA4507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4507!SPC FL E     -   1.00000339  x   1.00001458  =   1.00001797
 AA4507!UTM  17      -   1.00000339  x   0.99967338  =   0.99967677
 AA4507
 AA4507                          SUPERSEDED SURVEY CONTROL
 AA4507
 AA4507  ELLIP H (06/19/01)  -21.50   (m)                       GP(       ) 4 1
 AA4507  ELLIP H (01/05/98)  -21.52   (m)                       GP(       ) 4 2
 AA4507  NAD 83(1990)-  26 09 25.35541(N)    081 46 16.90023(W) AD(       ) 1
 AA4507  ELLIP H (02/22/95)  -21.41   (m)                       GP(       ) 4 2
 AA4507  NGVD 29 (02/22/95)    2.34   (m)            7.7    (f) LEVELING    3  
 AA4507
 AA4507.Superseded values are not recommended for survey control.
 AA4507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4507.See file dsdata.txt to determine how the superseded data were derived.
 AA4507
 AA4507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2290593304(NAD 83)
 AA4507_MARKER: DD = SURVEY DISK
 AA4507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4507_STAMPING: APF A 1979
 AA4507_MARK LOGO: NOS   
 AA4507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4507+STABILITY: SURFACE MOTION
 AA4507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4507+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1996
 AA4507
 AA4507  HISTORY     - Date     Condition        Report By
 AA4507  HISTORY     - 1979     MONUMENTED       NOS
 AA4507  HISTORY     - 19880615 GOOD             NOS
 AA4507  HISTORY     - 19930217 GOOD             NOS
 AA4507  HISTORY     - 19960517 GOOD             NGS
 AA4507
 AA4507                          STATION DESCRIPTION
 AA4507
 AA4507'DESCRIBED BY NATIONAL OCEAN SERVICE 1988
 AA4507'THE STATION IS LOCATED AT THE NAPLES MUNICIPAL AIRPORT NEAR RUNWAY END
 AA4507'22 SPUTHWEST OF THE END OF THE RUNWAY THE STATION IS 48.5 FT (14.8 M)
 AA4507'NORTHWEST OF AND ON LINE WITH THE FIRST SET OF RUNWAY LIGHTS SOUTHWEST
 AA4507'OF THE END OF THE RUNWAY END THE STATION IS A NOS DISK STAMPED APF A
 AA4507'1979 AND IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 AA4507'IS ABOUT 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
 AA4507
 AA4507                          STATION RECOVERY (1993)
 AA4507
 AA4507'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AA4507'THE STATION IS LOCATED AT THE NAPLES MUNICIPAL AIRPORT NEAR RUNWAY END
 AA4507'22 SW OF THE END OF THE RUNWAY. THE STATION IS A NOS DISK STAMPED APF
 AA4507'A 1979 AND IS SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE
 AA4507'MONUMENT THAT IS 0.06 M (0.20 FT) BELOW THE SURFACE OF THE GROUND.  IT
 AA4507'IS 14.78 M (48.49 FT) NW OF AND ON LINE WITH THE FIRST SET OF RUNWAY
 AA4507'LIGHTS SW OF THE END OF THE RUNWAY END, AND 16.86 M (55.31 FT) WEST OF
 AA4507'THE WEST EDGE OF THE LIGHTED G1 SIGN.
 AA4507
 AA4507                          STATION RECOVERY (1996)
 AA4507
 AA4507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA4507'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF NAPLES, FL.  AT THE
 AA4507'NAPLES MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE NORTHEAST SIDE OF
 AA4507'THE AIRPORT, NEAR THE NORTHWEST SIDE OF RUNWAY END 22, SOUTHWEST OF
 AA4507'TAXI D, NORTHWEST OF AND IN LINE WITH THE FIRST SET OF RUNWAY LIGHTS
 AA4507'SOUTHWEST OF RUNWAY END 22.  OWNERSHIP--CITY OF NAPLES AIRPORT
 AA4507'AUTHORITY, 160 AVIATION DRIVE NORTH, NAPLES, FL.  33942.  AIRPORT
 AA4507'MANAGER THEODORE D.  (TED) SOLIDAY, PHONE 813-643-0733.  OR DIRECTOR
 AA4507'OF AIRPORT OPERATIONS BOB LARSON, OR MAINTENANCE MANAGER PETE BEACH.
 AA4507'NOTE--CONTACT AIRPORT MANAGER (48-HOURS) IN ADVANCE, (ESCORT REQUIRED)
 AA4507'.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND
 AA4507'STATE HIGHWAY 84 NEAR THE SOUTH SIDE OF NAPLES, GO EASTERLY, 1.6 KM
 AA4507'(1.00 MI) ALONG HIGHWAY 84 TO AIRPORT PULLING ROAD.  TURN LEFT, NORTH,
 AA4507'1.6 KM (1.00 MI) ALONG AIRPORT PULLING ROAD PASSING AIRPORT ENTRANCE
 AA4507'SIGN, TO RADIO ROAD.  TURN LEFT, WESTERLY, 0.3 KM (0.20 MI) ALONG
 AA4507'RADIO ROAD TO A PARKING LOT AND THE AIRPORT ADMINISTRATION BUILDING ON
 AA4507'THE RIGHT.  STATION IS NORTHWEST OF AND IN LINE WITH THE FIRST SET OF
 AA4507'RUNWAY LIGHTS, 40.5 M (132.9 FT) NORTHWEST OF THE EXTENDED RUNWAY 22
 AA4507'CENTERLINE, 36.7 M (120.4 FT) SOUTHWEST OF THE CURVED TAXI D
 AA4507'CENTERLINE, 16.5 M (54.1 FT) WEST OF THE WEST CORNER OF A TAXI SIGN
 AA4507'MARKED D, AND THE MONUMENT IS ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AA4507'THE RUNWAY AND RECESSED ABOUT 5-CM BELOW THE GROUND SURFACE.  THIS
 AA4507'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4505 ***********************************************************************
 AA4505  DESIGNATION -  APF C
 AA4505  PID         -  AA4505
 AA4505  STATE/COUNTY-  FL/COLLIER
 AA4505  USGS QUAD   -  NAPLES NORTH (1987)
 AA4505
 AA4505                         *CURRENT SURVEY CONTROL
 AA4505  ___________________________________________________________________
 AA4505* NAD 83(1999)-  26 08 52.38062(N)    081 46 12.73000(W)     ADJUSTED  
 AA4505* NAVD 88     -         1.29   (+/-2cm)       4.2    (feet)  VERTCON   
 AA4505  ___________________________________________________________________
 AA4505  X           -     820,084.523 (meters)                     COMP
 AA4505  Y           -  -5,670,102.643 (meters)                     COMP
 AA4505  Z           -   2,793,768.624 (meters)                     COMP
 AA4505  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AA4505  ELLIP HEIGHT-         -22.18  (meters)          (06/19/01) GPS OBS
 AA4505  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AA4505
 AA4505  HORZ ORDER  -  FIRST
 AA4505  VERT ORDER  -  THIRD ? (See Below)
 AA4505  ELLP ORDER  -  FOURTH    CLASS I
 AA4505
 AA4505.This mark is at Naples Airport (APF)
 AA4505
 AA4505.The horizontal coordinates were established by GPS observations
 AA4505.and adjusted by the National Geodetic Survey in June 2001..
 AA4505
 AA4505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4505.The vertical order pertains to the NGVD 29 superseded value.
 AA4505
 AA4505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4505
 AA4505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4505
 AA4505.The ellipsoidal height was determined by GPS observations
 AA4505.and is referenced to NAD 83.
 AA4505
 AA4505.The geoid height was determined by GEOID03.
 AA4505
 AA4505;                    North         East     Units Scale Factor Converg.
 AA4505;SPC FL E     -   201,225.883   122,988.963   MT  1.00001438   -0 20 22.0
 AA4505;SPC FL E     -   660,188.58    403,506.29   sFT  1.00001438   -0 20 22.0
 AA4505;UTM  17      - 2,892,289.208   423,015.238   MT  0.99967317   -0 20 22.0
 AA4505
 AA4505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4505!SPC FL E     -   1.00000348  x   1.00001438  =   1.00001786
 AA4505!UTM  17      -   1.00000348  x   0.99967317  =   0.99967665
 AA4505
 AA4505                          SUPERSEDED SURVEY CONTROL
 AA4505
 AA4505  NAD 83(1990)-  26 08 52.37939(N)    081 46 12.73022(W) AD(       ) 1
 AA4505  ELLIP H (02/22/95)  -22.09   (m)                       GP(       ) 4 2
 AA4505  NGVD 29 (02/22/95)    1.68   (m)            5.5    (f) LEVELING    3  
 AA4505
 AA4505.Superseded values are not recommended for survey control.
 AA4505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4505.See file dsdata.txt to determine how the superseded data were derived.
 AA4505
 AA4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2301592289(NAD 83)
 AA4505_MARKER: DB = BENCH MARK DISK
 AA4505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4505_STAMPING: APF C 1979
 AA4505_MARK LOGO: NOS   
 AA4505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4505+STABILITY: SURFACE MOTION
 AA4505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4505+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1993
 AA4505
 AA4505  HISTORY     - Date     Condition        Report By
 AA4505  HISTORY     - 1979     MONUMENTED       CGS
 AA4505  HISTORY     - 19880615 GOOD             NOS
 AA4505  HISTORY     - 19930217 GOOD             NOS
 AA4505
 AA4505                          STATION DESCRIPTION
 AA4505
 AA4505'DESCRIBED BY NATIONAL OCEAN SERVICE 1988
 AA4505'THE STATION IS LOCATED AT THE NAPLES MUNICIPAL AIRPORT NEAR RUNWAY END
 AA4505'31 AND WEST OF THE RUNWAY END THE STATION IS 88.7 FT (27.0 M) WEST OF
 AA4505'A SMALL METAL PIPE 51.7 FT (15.8 M) SOUTHWEST OF THE CENTER OF A STEEL
 AA4505'MANHOLE COVER THAT IS SET IN A LARGE CONCRETE BASE 37.3 FT (11.4 M)
 AA4505'NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY AND 5.1 FT (1.6 M)
 AA4505'SOUTHEAST OF A METAL WITNESS POST THE STATION IS A NOS DISK STAMPED
 AA4505'APF C 1979 AND IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 AA4505'THAT IS SET FLUSH WITH THE GROUND.
 AA4505
 AA4505                          STATION RECOVERY (1993)
 AA4505
 AA4505'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AA4505'THE STATION IS LOCATED AT THE NAPLES MUNICIPAL AIRPORT NEAR RUNWAY END
 AA4505'31 AND IS WEST OF THE RUNWAY. THE STATION IS A NOS DISK STAMPED APF C
 AA4505'1979 AND IS SET IN THE TOP OF A 0.3 M (1.0 FT) SQUARE CONCRETE POST
 AA4505'THAT IS SET FLUSH WITH THE GROUND.  IT IS 27.04 M (88.71 FT) WEST OF A
 AA4505'SMALL METAL PIPE, 15.76 M (51.71 FT) SW OF THE CENTER OF A STEEL
 AA4505'MANHOLE COVER THAT IS SET IN A LARGE CONCRETE BASE, 11.37 M (37.30 FT)
 AA4505'NW OF THE NW EDGE OF THE TAXIWAY, AND 1.55 M (5.09 FT) SE OF A METAL
 AA4505'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4506 ***********************************************************************
 AA4506  SACS        -  This is a Secondary Airport Control Station.
 AA4506  DESIGNATION -  APF D
 AA4506  PID         -  AA4506
 AA4506  STATE/COUNTY-  FL/COLLIER
 AA4506  USGS QUAD   -  NAPLES NORTH (1987)
 AA4506
 AA4506                         *CURRENT SURVEY CONTROL
 AA4506  ___________________________________________________________________
 AA4506* NAD 83(1999)-  26 09 27.18871(N)    081 46 46.32835(W)     ADJUSTED  
 AA4506* NAVD 88     -         0.80   (meters)       2.6    (feet)  GPS OBS   
 AA4506  ___________________________________________________________________
 AA4506  X           -     819,093.337 (meters)                     COMP
 AA4506  Y           -  -5,669,768.393 (meters)                     COMP
 AA4506  Z           -   2,794,729.949 (meters)                     COMP
 AA4506  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AA4506  ELLIP HEIGHT-         -22.69  (meters)          (01/18/02) GPS OBS
 AA4506  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AA4506
 AA4506  HORZ ORDER  -  FIRST
 AA4506  ELLP ORDER  -  FOURTH    CLASS I
 AA4506
 AA4506.This mark is at Naples Airport (APF)
 AA4506
 AA4506.The horizontal coordinates were established by GPS observations
 AA4506.and adjusted by the National Geodetic Survey in June 2001..
 AA4506
 AA4506.The orthometric height was determined by GPS observations and a
 AA4506.high-resolution geoid model.
 AA4506
 AA4506.GPS derived orthometric heights for airport stations designated as
 AA4506.PACS or SACS are published to 2 decimal places.  This maintains
 AA4506.centimeter relative accuracy between the PACS and SACS.  It does
 AA4506.not indicate centimeter accuracy relative to other marks which are
 AA4506.part of the NAVD 88 network.
 AA4506
 AA4506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4506
 AA4506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4506
 AA4506.The ellipsoidal height was determined by GPS observations
 AA4506.and is referenced to NAD 83.
 AA4506
 AA4506.The geoid height was determined by GEOID03.
 AA4506
 AA4506;                    North         East     Units Scale Factor Converg.
 AA4506;SPC FL E     -   202,302.666   122,062.176   MT  1.00001615   -0 20 37.2
 AA4506;SPC FL E     -   663,721.33    400,465.66   sFT  1.00001615   -0 20 37.2
 AA4506;UTM  17      - 2,893,365.623   422,088.768   MT  0.99967495   -0 20 37.2
 AA4506
 AA4506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4506!SPC FL E     -   1.00000356  x   1.00001615  =   1.00001971
 AA4506!UTM  17      -   1.00000356  x   0.99967495  =   0.99967851
 AA4506
 AA4506                          SUPERSEDED SURVEY CONTROL
 AA4506
 AA4506  ELLIP H (06/19/01)  -22.63   (m)                       GP(       ) 4 1
 AA4506  ELLIP H (01/05/98)  -22.65   (m)                       GP(       ) 4 2
 AA4506  NAD 83(1990)-  26 09 27.18746(N)    081 46 46.32858(W) AD(       ) 1
 AA4506  ELLIP H (02/22/95)  -22.55   (m)                       GP(       ) 4 2
 AA4506  NGVD 29 (02/22/95)    1.22   (m)            4.0    (f) LEVELING    3  
 AA4506
 AA4506.Superseded values are not recommended for survey control.
 AA4506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4506.See file dsdata.txt to determine how the superseded data were derived.
 AA4506
 AA4506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2208993366(NAD 83)
 AA4506_MARKER: DD = SURVEY DISK
 AA4506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4506_STAMPING: APF D 1979
 AA4506_MARK LOGO: NOS   
 AA4506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4506+STABILITY: SURFACE MOTION
 AA4506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4506+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AA4506
 AA4506  HISTORY     - Date     Condition        Report By
 AA4506  HISTORY     - 1979     MONUMENTED       NOS
 AA4506  HISTORY     - 19880615 GOOD             NOS
 AA4506  HISTORY     - 19930217 GOOD             NOS
 AA4506  HISTORY     - 19960717 GOOD             NGS
 AA4506
 AA4506                          STATION DESCRIPTION
 AA4506
 AA4506'DESCRIBED BY NATIONAL OCEAN SERVICE 1988
 AA4506'THE STATION IS AT THE NAPLES MUNICIPAL AIRPORT NEAR RUNWAY END 13 AND
 AA4506'EAST OF THE RUNWAY END THE STATION IS 135.7 FT (41.4 M) SOUTHEAST OF
 AA4506'THE SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST PORTION OF THE TAXIWAY
 AA4506'130.6 FT (39.8 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AA4506'NORTHWEST-SOUTHEAST PORTION OF THE TAXIWAY 96.95 FT (29.55 M)
 AA4506'NORTHEAST OF THE NORTHEAST PAINTED EDGE OF THE RUNWAY 104.8 FT (31.9
 AA4506'M) EAST OF A TAXIWAY MARKER NEAR THE RUNWAY EDGE 87.8 FT (26.8 M)
 AA4506'NORTHEAST OF THE FIRST RUNWAY LIGHT FROM THE END OF THE RUNWAY THE
 AA4506'STATION IS A NOS DISK STAMPED APF D 1979 AND IS SET IN THE TOP OF A 12
 AA4506'INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AA4506
 AA4506                          STATION RECOVERY (1993)
 AA4506
 AA4506'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AA4506'THE STATION IS LOCATED AT THE NAPLES MUNICIPAL AIRPORT NEAR RUNWAY END
 AA4506'13 AND IS EAST OF THE RUNWAY. THE STATION IS A NOS DISK STAMPED APF D
 AA4506'1979 AND IS SET IN THE TOP OF A 0.3 M (1.0 FT) SQUARE CONCRETE
 AA4506'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 41.36 M (135.70 FT) SE
 AA4506'OF THE SE EDGE OF THE NE-SW PORTION OF THE TAXIWAY, 39.81 M (130.61
 AA4506'FT) SW OF THE SW EDGE OF THE NW-SE PORTION OF THE TAXIWAY, 29.55 M
 AA4506'(96.95 FT) NE OF THE NE PAINTED EDGE OF THE RUNWAY, 31.94 M (104.79
 AA4506'FT) EAST OF A TAXIWAY MARKER NEAR THE RUNWAY EDGE 26.76 M (87.80 FT)
 AA4506'NE OF THE FIRST RUNWAY LIGHT FROM THE END OF THE RUNWAY, AND 20.7 M
 AA4506'(67.9 FT) NORTH OF THE NORTH EDGE OF A CONCRETE CABLE MARKER.
 AA4506
 AA4506                          STATION RECOVERY (1996)
 AA4506
 AA4506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA4506'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF NAPLES, FL.  AT THE
 AA4506'NAPLES MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE NORTHWEST SIDE OF
 AA4506'THE AIRPORT, NEAR THE NORTHWEST END OF THE LAST GRASS MEDIAN NORTHEAST
 AA4506'OF RUNWAY END 13.  OWNERSHIP--CITY OF NAPLES AIRPORT AUTHORITY, 160
 AA4506'AVIATION DRIVE NORTH, NAPLES, FL.  33942.  AIRPORT MANAGER THEODORE D.
 AA4506'(TED) SOLIDAY, PHONE 813-643-0733.  OR DIRECTOR OF AIRPORT OPERATIONS
 AA4506'BOB LARSON, OR MAINTENANCE MANAGER PETE BEACH. NOTE--CONTACT AIRPORT
 AA4506'MANAGER (48-HOURS) IN ADVANCE, (ESCORT REQUIRED) .  TO REACH THE
 AA4506'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 84
 AA4506'NEAR THE SOUTH SIDE OF NAPLES, GO EASTERLY, 1.6 KM (1.00 MI) ALONG
 AA4506'HIGHWAY 84 TO AIRPORT PULLING ROAD.  TURN LEFT, NORTH, 1.6 KM (1.00
 AA4506'MI) ALONG AIRPORT PULLING ROAD PASSING AIRPORT ENTRANCE SIGN, TO RADIO
 AA4506'ROAD.  TURN LEFT, WESTERLY, 0.3 KM (0.20 MI) ALONG RADIO ROAD TO A
 AA4506'PARKING LOT AND THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.
 AA4506'STATION IS 49.0 M (160.8 FT) SOUTHEAST OF THE TAXI B-4 CENTERLINE,
 AA4506'46.5 M (152.6 FT) SOUTHWEST OF THE TAXI B CENTERLINE, 44.7 M (146.7
 AA4506'FT) NORTHEAST OF THE RUNWAY 13 CENTERLINE, AND THE MONUMENT IS ABOUT
 AA4506'0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND
 AA4506'SURFACE.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AA4506'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD9148 ***********************************************************************
 AD9148  DESIGNATION -  APF E
 AD9148  PID         -  AD9148
 AD9148  STATE/COUNTY-  FL/COLLIER
 AD9148  USGS QUAD   -  NAPLES NORTH (1987)
 AD9148
 AD9148                         *CURRENT SURVEY CONTROL
 AD9148  ___________________________________________________________________
 AD9148* NAD 83(1999)-  26 08 56.14172(N)    081 46 09.34067(W)     ADJUSTED  
 AD9148* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 AD9148  ___________________________________________________________________
 AD9148  X           -     820,170.434 (meters)                     COMP
 AD9148  Y           -  -5,670,038.976 (meters)                     COMP
 AD9148  Z           -   2,793,872.671 (meters)                     COMP
 AD9148  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AD9148  ELLIP HEIGHT-         -21.85  (meters)          (05/31/01) GPS OBS
 AD9148  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AD9148
 AD9148  HORZ ORDER  -  FIRST
 AD9148  ELLP ORDER  -  FIFTH     CLASS I
 AD9148
 AD9148.This mark is at Naples Airport (APF)
 AD9148
 AD9148.The horizontal coordinates were established by GPS observations
 AD9148.and adjusted by the National Geodetic Survey in May 2001..
 AD9148
 AD9148.The orthometric height was determined by GPS observations and a
 AD9148.high-resolution geoid model.
 AD9148
 AD9148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9148
 AD9148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9148
 AD9148.The ellipsoidal height was determined by GPS observations
 AD9148.and is referenced to NAD 83.
 AD9148
 AD9148.The geoid height was determined by GEOID03.
 AD9148
 AD9148;                    North         East     Units Scale Factor Converg.
 AD9148;SPC FL E     -   201,341.074   123,083.788   MT  1.00001420   -0 20 20.5
 AD9148;SPC FL E     -   660,566.51    403,817.39   sFT  1.00001420   -0 20 20.5
 AD9148;UTM  17      - 2,892,404.359   423,110.031   MT  0.99967299   -0 20 20.5
 AD9148
 AD9148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9148!SPC FL E     -   1.00000343  x   1.00001420  =   1.00001763
 AD9148!UTM  17      -   1.00000343  x   0.99967299  =   0.99967642
 AD9148
 AD9148                          SUPERSEDED SURVEY CONTROL
 AD9148
 AD9148  NAD 83(1990)-  26 08 56.14033(N)    081 46 09.34057(W) AD(       ) 1
 AD9148  ELLIP H (07/14/97)  -21.80   (m)                       GP(       ) 1 1
 AD9148
 AD9148.Superseded values are not recommended for survey control.
 AD9148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9148.See file dsdata.txt to determine how the superseded data were derived.
 AD9148
 AD9148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2311092404(NAD 83)
 AD9148_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9148_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD9148+WITH SETTING: PAVEMENT
 AD9148_SP_SET: 5 X 5-FOOT CONCRETE LIGHT BASE
 AD9148_STAMPING: APF E 1996
 AD9148_MARK LOGO: NGS   
 AD9148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9148+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AD9148
 AD9148  HISTORY     - Date     Condition        Report By
 AD9148  HISTORY     - 1996     MONUMENTED       NGS
 AD9148  HISTORY     - 19960717 GOOD             NGS
 AD9148
 AD9148                          STATION DESCRIPTION
 AD9148
 AD9148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AD9148'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF NAPLES, FL, AT THE
 AD9148'NAPLES MUNICIPAL AIRPORT, IN THE GRASS, NEAR THE SOUTHEAST SIDE OF THE
 AD9148'AIRPORT, NEAR THE SOUTHEAST END OF THE LAST GRASS MEDIAN NORTHEAST OF
 AD9148'RUNWAY END 31, SOUTHWEST OF THE TAXI B SOUTHWEST EDGE, SET IN TOP OF
 AD9148'AND 0.3 M (1.0 FT) SOUTH OF THE NORTH CORNER OF A 5 X 5-FOOT ABANDONED
 AD9148'CONCRETE LIGHT BASE PAD.  OWNERSHIP -- CITY OF NAPLES AIRPORT
 AD9148'AUTHORITY, 160 AVIATION DRIVE NORTH, NAPLES, FL 33942. AIRPORT MANAGER
 AD9148'THEODORE D. (TED) SOLIDAY, PHONE 813-643-0733, OR DIRECTOR OF AIRPORT
 AD9148'OPERATIONS BOB LARSON, OR MAINTENANCE MANAGER PETE BEACH.  NOTE --
 AD9148'CONTACT AIRPORT MANAGER (48-HOURS) IN ADVANCE, (ESCORT REQUIRED).  TO
 AD9148'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AD9148'HIGHWAY 84 NEAR THE SOUTH SIDE OF NAPLES, GO EASTERLY, 1.6 KM (1.00
 AD9148'MI) ALONG HIGHWAY 84 TO AIRPORT PULLING ROAD. TURN LEFT, NORTH, 1.6 KM
 AD9148'(1.00 MI) ALONG AIRPORT PULLING ROAD PASSING AIRPORT ENTRANCE SIGN, TO
 AD9148'RADIO ROAD.  TURN LEFT, WESTERLY, 0.3 KM (0.20 MI) ALONG RADIO ROAD TO
 AD9148'A PARKING LOT AND THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.
 AD9148'STATION IS 76.6 M (251.3 FT) NORTHEAST OF THE RUNWAY 31 CENTERLINE,
 AD9148'27.9 M (91.5 FT) NORTHWEST OF THE SOUTHWEST END OF THE MOST NORTHERLY
 AD9148'SOLID PAINTED HOLD BAR LINE SOUTHWEST OF RUNWAY SIGN B 31-13, 8.5 M
 AD9148'(27.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXI B RUNUP AREA, AND
 AD9148'THE STATION IS ABOUT 0.1 M (0.3 FT) BELOW THE LEVEL OF TAXI B AND
 AD9148'FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES
 AD9148
 AD9148                          STATION RECOVERY (1996)
 AD9148
 AD9148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AD9148'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF NAPLES, FL.  AT THE
 AD9148'NAPLES MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE SOUTHEAST SIDE OF
 AD9148'THE AIRPORT, NEAR THE SOUTHEAST END OF THE LAST GRASS MEDIAN NORTHEAST
 AD9148'OF RUNWAY END 31, SOUTHWEST OF THE TAXI B SOUTHWEST EDGE, SET IN TOP
 AD9148'OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH CORNER OF A 5 X 5-FOOT
 AD9148'ABANDONED CONCRETE LIGHT BASE PAD.  OWNERSHIP--CITY OF NAPLES AIRPORT
 AD9148'AUTHORITY, 160 AVIATION DRIVE NORTH, NAPLES, FL.  33942. AIRPORT
 AD9148'MANAGER THEODORE D.  (TED) SOLIDAY, PHONE 813-643-0733.  OR DIRECTOR
 AD9148'OF AIRPORT OPERATIONS BOB LARSON, OR MAINTENANCE MANAGER PETE BEACH.
 AD9148'NOTE--CONTACT AIRPORT MANAGER (48-HOURS) IN ADVANCE, (ESCORT REQUIRED)
 AD9148'.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AD9148'HIGHWAY 84 NEAR THE SOUTH SIDE OF NAPLES, GO EASTERLY, 1.6 KM (1.00
 AD9148'MI) ALONG HIGHWAY 84 TO AIRPORT PULLING ROAD. TURN LEFT, NORTH, 1.6 KM
 AD9148'(1.00 MI) ALONG AIRPORT PULLING ROAD PASSING AIRPORT ENTRANCE SIGN, TO
 AD9148'RADIO ROAD.  TURN LEFT, WESTERLY, 0.3 KM (0.20 MI) ALONG RADIO ROAD TO
 AD9148'A PARKING LOT AND THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.
 AD9148'STATION IS 76.6 M (251.3 FT) NORTHEAST OF THE RUNWAY 31 CENTERLINE,
 AD9148'27.9 M (91.5 FT) NORTHWEST OF THE SOUTHWEST END OF THE MOST NORTHERLY
 AD9148'SOLID PAINTED HOLD BAR LINE SOUTHWEST OF RUNWAY SIGN B 31-13, 8.5 M
 AD9148'(27.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXI B RUNUP AREA, AND
 AD9148'THE STATION IS ABOUT 0.1 M (0.3 FT) BELOW THE LEVEL OF TAXI B AND
 AD9148'FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD9147 ***********************************************************************
 AD9147  PACS        -  This is a Primary Airport Control Station.
 AD9147  DESIGNATION -  APF F
 AD9147  PID         -  AD9147
 AD9147  STATE/COUNTY-  FL/COLLIER
 AD9147  USGS QUAD   -  NAPLES NORTH (1987)
 AD9147
 AD9147                         *CURRENT SURVEY CONTROL
 AD9147  ___________________________________________________________________
 AD9147* NAD 83(1999)-  26 09 07.42827(N)    081 46 29.87331(W)     ADJUSTED  
 AD9147* NAVD 88     -         1.03   (meters)       3.4    (feet)  GPS OBS   
 AD9147  ___________________________________________________________________
 AD9147  X           -     819,584.029 (meters)                     COMP
 AD9147  Y           -  -5,669,968.557 (meters)                     COMP
 AD9147  Z           -   2,794,184.200 (meters)                     COMP
 AD9147  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AD9147  ELLIP HEIGHT-         -22.44  (meters)          (05/31/01) GPS OBS
 AD9147  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AD9147
 AD9147  HORZ ORDER  -  B
 AD9147  ELLP ORDER  -  FIFTH     CLASS I
 AD9147
 AD9147.This mark is at Naples Airport (APF)
 AD9147
 AD9147.The horizontal coordinates were established by GPS observations
 AD9147.and adjusted by the National Geodetic Survey in May 2001..
 AD9147
 AD9147.The orthometric height was determined by GPS observations and a
 AD9147.high-resolution geoid model.
 AD9147
 AD9147.GPS derived orthometric heights for airport stations designated as
 AD9147.PACS or SACS are published to 2 decimal places.  This maintains
 AD9147.centimeter relative accuracy between the PACS and SACS.  It does
 AD9147.not indicate centimeter accuracy relative to other marks which are
 AD9147.part of the NAVD 88 network.
 AD9147
 AD9147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9147
 AD9147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9147
 AD9147.The ellipsoidal height was determined by GPS observations
 AD9147.and is referenced to NAD 83.
 AD9147
 AD9147.The geoid height was determined by GEOID03.
 AD9147
 AD9147;                    North         East     Units Scale Factor Converg.
 AD9147;SPC FL E     -   201,691.805   122,515.560   MT  1.00001528   -0 20 29.7
 AD9147;SPC FL E     -   661,717.20    401,953.13   sFT  1.00001528   -0 20 29.7
 AD9147;UTM  17      - 2,892,754.970   422,541.997   MT  0.99967408   -0 20 29.7
 AD9147
 AD9147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9147!SPC FL E     -   1.00000353  x   1.00001528  =   1.00001881
 AD9147!UTM  17      -   1.00000353  x   0.99967408  =   0.99967760
 AD9147
 AD9147                          SUPERSEDED SURVEY CONTROL
 AD9147
 AD9147  NAD 83(1990)-  26 09 07.42688(N)    081 46 29.87320(W) AD(       ) B
 AD9147  ELLIP H (07/14/97)  -22.40   (m)                       GP(       ) 1 1
 AD9147
 AD9147.Superseded values are not recommended for survey control.
 AD9147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9147.See file dsdata.txt to determine how the superseded data were derived.
 AD9147
 AD9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2254292755(NAD 83)
 AD9147_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD9147_SP_SET: 4 X 4-FOOT CONCRETE CATCH BASIN
 AD9147_STAMPING: APF F 1996
 AD9147_MARK LOGO: NGS   
 AD9147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9147+STABILITY: SURFACE MOTION
 AD9147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9147+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1996
 AD9147
 AD9147  HISTORY     - Date     Condition        Report By
 AD9147  HISTORY     - 1996     MONUMENTED       NGS
 AD9147  HISTORY     - 19960514 GOOD             NGS
 AD9147
 AD9147                          STATION DESCRIPTION
 AD9147
 AD9147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AD9147'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF NAPLES, FL, AT THE
 AD9147'NAPLES MUNICIPAL AIRPORT, IN THE GRASS, NEAR THE CENTER OF THE
 AD9147'AIRPORT, NEAR THE SOUTH CORNER OF THE FIRST GRASS MEDIAN SOUTH OF THE
 AD9147'JUNCTION OF THE TWO RUNWAYS, SET IN TOP OF AND 0.1 M (0.3 FT) EAST OF
 AD9147'THE EAST CORNER OF A 4 X 4-FOOT CONCRETE CATCH BASIN. OWNERSHIP --
 AD9147'CITY OF NAPLES AIRPORT AUTHORITY, 160 AVIATION DRIVE NORTH, NAPLES, FL
 AD9147'33942.  AIRPORT MANAGER THEODORE D. (TED) SOLIDAY, PHONE 813-643-0733,
 AD9147'OR DIRECTOR OF AIRPORT OPERATIONS BOB LARSON, OR MAINTENANCE MANAGER
 AD9147'PETE BEACH.  NOTE -- THIS STATION WAS SELECTED AS A PACS.  NOTE --
 AD9147'CONTACT AIRPORT MANAGER (48-HOURS) IN ADVANCE, (ESCORT REQUIRED).  TO
 AD9147'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AD9147'HIGHWAY 84 NEAR THE SOUTH SIDE OF NAPLES, GO EASTERLY, 1.6 KM (1.00
 AD9147'MI) ALONG HIGHWAY 84 TO AIRPORT PULLING ROAD.  TURN LEFT, NORTH, 1.6
 AD9147'KM (1.00 MI) ALONG AIRPORT PULLING ROAD PASSING AIRPORT ENTRANCE SIGN,
 AD9147'TO RADIO ROAD.  TURN LEFT, WESTERLY, 0.3 KM (0.20 MI) ALONG RADIO ROAD
 AD9147'TO A PARKING LOT AND THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.
 AD9147'STATION IS 35.5 M (116.5 FT) NORTHWEST OF THE TAXI A CENTERLINE, 19.0
 AD9147'M (62.3 FT) NORTHEAST OF THE TAXI C CENTERLINE, 11.6 M (38.1 FT)
 AD9147'NORTH-NORTHWEST OF THE NORTH-NORTHWEST CONCRETE BASE CORNER OF THE
 AD9147'TAXI SIGN MARKED (A C T), ON THE NORTHWEST SIDE OF THE SIGN, AND THE
 AD9147'STATION IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI AND FLUSH WITH
 AD9147'THE GROUND SURFACE.  BY R.G. HAYES
 AD9147
 AD9147                          STATION RECOVERY (1996)
 AD9147
 AD9147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AD9147'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF NAPLES, FL.  AT THE
 AD9147'NAPLES MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE CENTER OF THE
 AD9147'AIRPORT, NEAR THE SOUTH CORNER OF THE FIRST GRASS MEDIAN SOUTH OF THE
 AD9147'JUNCTION OF THE TWO RUNWAYS, SET IN TOP OF AND 0.1 M (0.3 FT) EAST OF
 AD9147'THE EAST CORNER OF A 4 X 4-FOOT CONCRETE CATCH BASIN. OWNERSHIP--CITY
 AD9147'OF NAPLES AIRPORT AUTHORITY, 160 AVIATION DRIVE NORTH, NAPLES, FL.
 AD9147'33942.  AIRPORT MANAGER THEODORE D.  (TED) SOLIDAY, PHONE
 AD9147'813-643-0733.  OR DIRECTOR OF AIRPORT OPERATIONS BOB LARSON, OR
 AD9147'MAINTENANCE MANAGER PETE BEACH.  NOTE--THIS STATION WAS SELECTED AS A
 AD9147'(PACS) .  NOTE--CONTACT AIRPORT MANAGER (48-HOURS) IN ADVANCE, (ESCORT
 AD9147'REQUIRED) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 AD9147'41 AND STATE HIGHWAY 84 NEAR THE SOUTH SIDE OF NAPLES, GO EASTERLY,
 AD9147'1.6 KM (1.00 MI) ALONG HIGHWAY 84 TO AIRPORT PULLING ROAD.  TURN LEFT,
 AD9147'NORTH, 1.6 KM (1.00 MI) ALONG AIRPORT PULLING ROAD PASSING AIRPORT
 AD9147'ENTRANCE SIGN, TO RADIO ROAD.  TURN LEFT, WESTERLY, 0.3 KM (0.20 MI)
 AD9147'ALONG RADIO ROAD TO A PARKING LOT AND THE AIRPORT ADMINISTRATION
 AD9147'BUILDING ON THE RIGHT.  STATION IS 35.5 M (116.5 FT) NORTHWEST OF THE
 AD9147'TAXI A CENTERLINE, 19.0 M (62.3 FT) NORTHEAST OF THE TAXI C
 AD9147'CENTERLINE, 11.6 M (38.1 FT) NORTH-NORTHWEST OF THE NORTH-NORTHWEST
 AD9147'CONCRETE BASE CORNER OF THE TAXI SIGN MARKED (A C T) , ON THE
 AD9147'NORTHWEST SIDE OF THE SIGN, AND THE STATION IS 0.3 M (1.0 FT) BELOW
 AD9147'THE LEVEL OF THE TAXI AND FLUSH WITH THE GROUND SURFACE.  THIS STATION
 AD9147'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) .  BY R.G.
 AD9147'HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6797 ***********************************************************************
 AD6797  DESIGNATION -  APIX
 AD6797  PID         -  AD6797
 AD6797  STATE/COUNTY-  FL/PALM BEACH
 AD6797  USGS QUAD   -  WEST OF ROOD (1994)
 AD6797
 AD6797                         *CURRENT SURVEY CONTROL
 AD6797  ___________________________________________________________________
 AD6797* NAD 83(1999)-  26 56 36.18600(N)    080 21 04.31996(W)     ADJUSTED  
 AD6797* NAVD 88     -         7.73   (+/-2cm)      25.4    (feet)  VERTCON   
 AD6797  ___________________________________________________________________
 AD6797  X           -     953,644.439 (meters)                     COMP
 AD6797  Y           -  -5,609,225.996 (meters)                     COMP
 AD6797  Z           -   2,872,616.283 (meters)                     COMP
 AD6797  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AD6797  ELLIP HEIGHT-         -18.76  (meters)          (06/19/01) GPS OBS
 AD6797  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AD6797
 AD6797  HORZ ORDER  -  FIRST
 AD6797  VERT ORDER  -  THIRD ? (See Below)
 AD6797  ELLP ORDER  -  FOURTH    CLASS I
 AD6797
 AD6797.The horizontal coordinates were established by GPS observations
 AD6797.and adjusted by the National Geodetic Survey in June 2001..
 AD6797
 AD6797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6797.The vertical order pertains to the NGVD 29 superseded value.
 AD6797
 AD6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD6797
 AD6797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6797
 AD6797.The ellipsoidal height was determined by GPS observations
 AD6797.and is referenced to NAD 83.
 AD6797
 AD6797.The geoid height was determined by GEOID03.
 AD6797
 AD6797;                    North         East     Units Scale Factor Converg.
 AD6797;SPC FL E     -   289,296.590   264,425.819   MT  0.99999240   +0 17 38.4
 AD6797;SPC FL E     -   949,133.90    867,537.04   sFT  0.99999240   +0 17 38.4
 AD6797;UTM  17      - 2,980,329.864   564,403.837   MT  0.99965120   +0 17 38.4
 AD6797
 AD6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6797!SPC FL E     -   1.00000295  x   0.99999240  =   0.99999535
 AD6797!UTM  17      -   1.00000295  x   0.99965120  =   0.99965415
 AD6797
 AD6797:                Primary Azimuth Mark                     Grid Az
 AD6797:SPC FL E     -  APIX AZ MK                               092 08 48.0
 AD6797:UTM  17      -  APIX AZ MK                               092 08 48.0
 AD6797
 AD6797|---------------------------------------------------------------------|
 AD6797| PID    Reference Object                     Distance      Geod. Az  |
 AD6797|                                                           dddmmss.s |
 AD6797| CW8409 APIX AZ MK                                         0922626.4 |
 AD6797| AD6794 LAKE PARK FAA RMLR MAST             APPROX.11.1 KM 1275040.1 |
 AD6797| CW8410 APIX RM 1                            34.473 METERS 15743     |
 AD6797| AD6796 7 BRP USGS 1970                      27.426 METERS 21839     |
 AD6797| AD6814 INDIANTOWN PRATT WHITNEY TANK       APPROX. 5.3 KM 2283020.4 |
 AD6797|---------------------------------------------------------------------|
 AD6797
 AD6797                          SUPERSEDED SURVEY CONTROL
 AD6797
 AD6797  NAD 83(1990)-  26 56 36.18422(N)    080 21 04.31659(W) AD(       ) 1
 AD6797  ELLIP H (03/31/93)  -18.80   (m)                       GP(       ) 4 1
 AD6797  NAD 83(1990)-  26 56 36.18526(N)    080 21 04.31711(W) AD(       ) 1
 AD6797  NAD 83(1986)-  26 56 36.18932(N)    080 21 04.32607(W) AD(       ) 1
 AD6797  NAD 27      -  26 56 34.98491(N)    080 21 05.14865(W) AD(       ) 1
 AD6797  NGVD 29 (03/31/93)    8.16   (m)           26.8    (f) LEVELING    3  
 AD6797
 AD6797.Superseded values are not recommended for survey control.
 AD6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6797.See file dsdata.txt to determine how the superseded data were derived.
 AD6797
 AD6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6440480330(NAD 83)
 AD6797_MARKER: DS = TRIANGULATION STATION DISK
 AD6797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6797_SP_SET: CONCRETE POST
 AD6797_STAMPING: APIX 1970
 AD6797_MARK LOGO: CGS   
 AD6797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6797+STABILITY: SURFACE MOTION
 AD6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6797+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 AD6797
 AD6797  HISTORY     - Date     Condition        Report By
 AD6797  HISTORY     - 1970     MONUMENTED       NGS
 AD6797  HISTORY     - 1970     GOOD             NGS
 AD6797  HISTORY     - 19910810 GOOD             ADRGS
 AD6797  HISTORY     - 19920605 GOOD             ADRGS
 AD6797  HISTORY     - 20021218 GOOD             USPSQD
 AD6797  HISTORY     - 20031227 GOOD             USPSQD
 AD6797
 AD6797                          STATION DESCRIPTION
 AD6797
 AD6797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH)
 AD6797'STATION IS ABOUT 15 MILES WEST OF JUPITER, 7-1/4 MILES NORTHEAST OF
 AD6797'PAHOKEE, 2-3/4 MILES SOUTHEAST OF INDIANTOWN, AT THE JUNCTION OF
 AD6797'STATE HIGHWAYS 706 AND 710 AND ON THE RIGHT-OF-WAY OF HIGHWAY 706.
 AD6797'
 AD6797'TO REACH THE STATION FROM THE POST OFFICE IN JUPITER, GO SOUTH ON
 AD6797'A1A ALTERNATE FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY
 AD6797'706.  TURN RIGHT AND GO WEST ON HIGHWAY 706 FOR 3.8 MILES TO AN
 AD6797'OVERPASS OVER THE SUNSHINE STATE PARKWAY.  CONTINUE WEST ON
 AD6797'HIGHWAY 706 FOR 8.55 MILES TO THE JUNCTION OF STATE HIGHWAY
 AD6797'711.  CONTINUE WEST ON HIGHWAY 706 FOR 3.5 MILES TO THE AZIMUTH
 AD6797'MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 706
 AD6797'FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 710 AND STATION
 AD6797'AS DESCRIBED.
 AD6797'
 AD6797'ALL MARKS ARE STANDARD DISKS EXCEPT FOR BENCH MARK 7 BRP 1969.
 AD6797'
 AD6797'STATION MARK, STAMPED APIX 1970, IS SET IN A ROUND CONCRETE
 AD6797'POST WHICH PROJECTS 2 INCHES.  IT IS 161 FEET NORTHEAST OF CENTER OF
 AD6797'THE NORTHBOUND LANE OF HIGHWAY 710, 87.5 FEET NORTHEAST OF A
 AD6797'POWER POLE, 35 FEET SOUTH OF CENTER OF THE WESTBOUND LANE OF
 AD6797'HIGHWAY 706 AND 31 FEET NORTH OF CENTER OF THE EASTBOUND LANE
 AD6797'OF HIGHWAY 706.
 AD6797'
 AD6797'REFERENCE MARK 1, STAMPED APIX NO 1 1970, IS CEMENTED IN A DRILL
 AD6797'HOLE IN THE EAST CONCRETE ABUTMENT OF A CULVERT.  IT IS 102 FEET
 AD6797'NORTH OF CENTER OF THE NORTHBOUND LANE OF HIGHWAY 710, 80 FEET
 AD6797'SOUTH-SOUTHEAST OF THE EASTBOUND LANE OF HIGHWAY 706, 26 FEET
 AD6797'EAST OF CENTER OF AN EXIT LANE OFF OF HIGHWAY 710, 1.4 FEET WEST
 AD6797'OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF THE NORTH EDGE
 AD6797'OF THE CONCRETE ABUTMENT.
 AD6797'
 AD6797'BENCH MARK, STAMPED 7 BRP 1969, IS A U.S. GEOLOGICAL SURVEY
 AD6797'BENCH MARK CEMENTED IN A DRILL HOLE IN THE SOUTH CONCRETE
 AD6797'ABUTMENT OF A CULVERT.  IT IS 32 FEET SOUTH OF CENTER OF THE
 AD6797'EASTBOUND LANE OF HIGHWAY 706, 11.5 FEET SOUTHEAST OF THE POWER
 AD6797'POLE, 1.6 FEET NORTH OF A METAL WITNESS POST AND 0.9 FOOT EAST
 AD6797'OF THE WEST END OF THE CONCRETE ABUTMENT.
 AD6797'
 AD6797'AZIMUTH MARK, STAMPED APIX 1970, IS CEMENTED IN A DRILL HOLE IN
 AD6797'THE EAST END OF A CONCRETE ABUTMENT OF A CULVERT.  IT IS 30.5 FEET
 AD6797'SOUTH OF CENTER OF HIGHWAY 706, 16.5 FEET WEST OF THE EAST END
 AD6797'OF THE ABUTMENT, 2 FEET EAST OF THE WEST END AND 2 FEET NORTHEAST
 AD6797'OF A METAL WITNESS POST.
 AD6797'
 AD6797'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AD6797
 AD6797                          STATION RECOVERY (1970)
 AD6797
 AD6797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AD6797'RECOVERED IN GOOD CONDITION.
 AD6797
 AD6797                          STATION RECOVERY (1991)
 AD6797
 AD6797'RECOVERY NOTE BY ADR GEODETIC SERVICES 1991
 AD6797'RECOVERED IN GOOD CONDITION.
 AD6797
 AD6797                          STATION RECOVERY (1992)
 AD6797
 AD6797'RECOVERY NOTE BY ADR GEODETIC SERVICES 1992
 AD6797'RECOVERED IN GOOD CONDITION.
 AD6797
 AD6797                          STATION RECOVERY (2002)
 AD6797
 AD6797'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6797'RECOVERED IN GOOD CONDITION.
 AD6797
 AD6797                          STATION RECOVERY (2003)
 AD6797
 AD6797'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6802 ***********************************************************************
 AD6802  DESIGNATION -  APIX S 1
 AD6802  PID         -  AD6802
 AD6802  STATE/COUNTY-  FL/PALM BEACH
 AD6802  USGS QUAD   -  WEST OF ROOD (1994)
 AD6802
 AD6802                         *CURRENT SURVEY CONTROL
 AD6802  ___________________________________________________________________
 AD6802* NAD 83(1990)-  26 57 05.89636(N)    080 21 52.39069(W)     ADJUSTED  
 AD6802* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 AD6802  ___________________________________________________________________
 AD6802  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AD6802  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AD6802
 AD6802  HORZ ORDER  -  SECOND
 AD6802
 AD6802.The horizontal coordinates were established by classical geodetic methods
 AD6802.and adjusted by the National Geodetic Survey in May 1991..
 AD6802
 AD6802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6802
 AD6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6802
 AD6802.The geoid height was determined by GEOID03.
 AD6802
 AD6802;                    North         East     Units Scale Factor Converg.
 AD6802;SPC FL E     -   290,204.277   263,095.240   MT  0.99999030   +0 17 16.9
 AD6802;SPC FL E     -   952,111.87    863,171.63   sFT  0.99999030   +0 17 16.9
 AD6802;UTM  17      - 2,981,237.242   563,073.712   MT  0.99964911   +0 17 16.9
 AD6802
 AD6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6802!SPC FL E     -   1.00000291  x   0.99999030  =   0.99999321
 AD6802!UTM  17      -   1.00000291  x   0.99964911  =   0.99965201
 AD6802
 AD6802|---------------------------------------------------------------------|
 AD6802| PID    Reference Object                     Distance      Geod. Az  |
 AD6802|                                                           dddmmss.s |
 AD6802| AD6801 APIX S 1 PBCSD 1970 A PT              5.220 METERS 09102     |
 AD6802| CW8411 APIX S 1 AZ MK 1                                   3063331.4 |
 AD6802|---------------------------------------------------------------------|
 AD6802
 AD6802                          SUPERSEDED SURVEY CONTROL
 AD6802
 AD6802  NAD 83(1986)-  26 57 05.90036(N)    080 21 52.39966(W) AD(       ) 2
 AD6802  NAD 27      -  26 57 04.69700(N)    080 21 53.22099(W) AD(       ) 2
 AD6802  NGVD 29 (07/19/86)    8.5    (m)           28.     (f) VERT ANG       
 AD6802
 AD6802.Superseded values are not recommended for survey control.
 AD6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6802.See file dsdata.txt to determine how the superseded data were derived.
 AD6802
 AD6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6307481237(NAD 83)
 AD6802_MARKER: DD = SURVEY DISK
 AD6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6802+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 AD6802
 AD6802  HISTORY     - Date     Condition        Report By
 AD6802  HISTORY     - 1970     MONUMENTED       FL-099
 AD6802  HISTORY     - 20021218 GOOD             USPSQD
 AD6802  HISTORY     - 20031227 GOOD             USPSQD
 AD6802
 AD6802                          STATION DESCRIPTION
 AD6802
 AD6802'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP)
 AD6802'THE STATION IS LOCATED AT AN AIRLINE ABOUT 24 MILES NORTHWEST OF
 AD6802'WEST PALM BEACH, 16 MILES WEST OF JUPITER.
 AD6802'
 AD6802'TO REACH FROM THE JUNCTION OF OKEECHOBEE BOULEVARD AND MILITARY
 AD6802'TRAIL IN WEST PALM BEACH, GO NORTH ON MILITARY TRAIL FOR 5.15 MILES
 AD6802'TO THE JUNCTION OF S. R. 710.  TURN LEFT AND GO NORTHWEST ON
 AD6802'S. R. 710 FOR 7.2 MILES TO A CROSSROAD (P.G.A. BOULEVARD).
 AD6802'CONTINUE NORTHWESTERLY ON 710 FOR 8.1 MILES TO THE ENTRANCE TO
 AD6802'PRATT AND WHITNEY PLANT ON THE LEFT.  CONTINUE NORTHWEST ON
 AD6802'710 FOR 4.0 MILES TO THE JUNCTION OF S. R. 706 (INDIANTOWN ROAD).
 AD6802'CONTINUE NORTHWEST ON 710 FOR .9 MILE TO STATION SITE OF
 AD6802'SATELLITE.
 AD6802'
 AD6802'ALL POINTS USED ARE CONVERTED CORPS OF ENGINEERS, PALM BEACH
 AD6802'COUNTY, BRASS DISKS SET IN ROUND CONCRETE POSTS.
 AD6802'
 AD6802'STATION MARK STAMPED APIX S-1, 1970, IS SET FLUSH.  SATELLITE
 AD6802'IS 24.0 FEET SOUTHWEST OF CENTERLINE OF S. R. 710.  POINT IS 52.25
 AD6802'FEET NORTHWEST OF SUNSHINE STATE PARKWAY SIGN.  POINT IS ALSO
 AD6802'262.95 FEET NORTHWEST OF WEST END OF CONCRETE HEAD WALL.  POINT
 AD6802'IS 13 IN NORTHEAST OF METAL WITNESS POST.
 AD6802'
 AD6802'AZ. MK 1, STAMPED APIX S-1, A-1, 1970, IS SET FLUSH.  SET
 AD6802'AZIMUTH .45 MILE NORTHWEST OF SATELLITE STATION 1 AND 27.3 FEET
 AD6802'SOUTHWEST OF CENTERLINE OF S. R. 710 AND 22.4 FEET SOUTHWEST OF
 AD6802'ROAD SIGN 710.  POINT IS ALSO 60.6 FEET NORTHEAST OF A 15 INCH
 AD6802'TRIANGULAR BLAZED PINE.  POINT IS 11-1/2 IN NORTHEAST OF
 AD6802'A METAL WITNESS POST.
 AD6802'
 AD6802'NOTE--SATELLITE APIX S-1 IS TIED TO TRIANGULATION STATION APIX.
 AD6802
 AD6802                          STATION RECOVERY (2002)
 AD6802
 AD6802'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6802'SUNSHINE STATE PARKWAY SIGN AND WITNESS POST GONE. MARK IS 12 INCHES
 AD6802'BELOW THE SURFACE
 AD6802' 
 AD6802
 AD6802                          STATION RECOVERY (2003)
 AD6802
 AD6802'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6801 ***********************************************************************
 AD6801  DESIGNATION -  APIX S 1 PBCSD 1970 A PT
 AD6801  PID         -  AD6801
 AD6801  STATE/COUNTY-  FL/PALM BEACH
 AD6801  USGS QUAD   -  WEST OF ROOD (1994)
 AD6801
 AD6801                         *CURRENT SURVEY CONTROL
 AD6801  ___________________________________________________________________
 AD6801* NAD 83(1990)-  26 57 05.89330(N)    080 21 52.20147(W)     ADJUSTED  
 AD6801* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AD6801  ___________________________________________________________________
 AD6801  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AD6801  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AD6801
 AD6801  HORZ ORDER  -  SECOND
 AD6801
 AD6801.The horizontal coordinates were established by classical geodetic methods
 AD6801.and adjusted by the National Geodetic Survey in May 1991..
 AD6801
 AD6801.The orthometric height was scaled from a topographic map.
 AD6801
 AD6801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6801
 AD6801.The geoid height was determined by GEOID03.
 AD6801
 AD6801;                    North         East     Units Scale Factor Converg.
 AD6801;SPC FL E     -   290,204.209   263,100.460   MT  0.99999031   +0 17 17.0
 AD6801;SPC FL E     -   952,111.64    863,188.76   sFT  0.99999031   +0 17 17.0
 AD6801;UTM  17      - 2,981,237.174   563,078.930   MT  0.99964912   +0 17 17.0
 AD6801
 AD6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6801!SPC FL E     -   1.00000298  x   0.99999031  =   0.99999329
 AD6801!UTM  17      -   1.00000298  x   0.99964912  =   0.99965210
 AD6801
 AD6801:                Primary Azimuth Mark                     Grid Az
 AD6801:SPC FL E     -  APIX                                     124 24 09.6
 AD6801:UTM  17      -  APIX                                     124 24 09.6
 AD6801
 AD6801|---------------------------------------------------------------------|
 AD6801| PID    Reference Object                     Distance      Geod. Az  |
 AD6801|                                                           dddmmss.s |
 AD6801| AD6797 APIX                                APPROX. 1.6 KM 1244126.6 |
 AD6801| AD6802 APIX S 1                              5.220 METERS 27102     |
 AD6801|---------------------------------------------------------------------|
 AD6801
 AD6801                          SUPERSEDED SURVEY CONTROL
 AD6801
 AD6801  NAD 83(1986)-  26 57 05.89730(N)    080 21 52.21045(W) AD(       ) 2
 AD6801  NAD 27      -  26 57 04.69394(N)    080 21 53.03177(W) AD(       ) 2
 AD6801
 AD6801.Superseded values are not recommended for survey control.
 AD6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6801.See file dsdata.txt to determine how the superseded data were derived.
 AD6801
 AD6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6307981237(NAD 83)
 AD6801_MARKER: W = UNMONUMENTED
 AD6801_SETTING: 0 = UNSPECIFIED SETTING
 AD6801
 AD6801  HISTORY     - Date     Condition        Report By
 AD6801  HISTORY     - 1970     MONUMENTED       FL-099
 AD6801
 AD6801                          STATION DESCRIPTION
 AD6801
 AD6801'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970
 AD6801'SEE STATION APIX S 1 PBCSD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5002 ***********************************************************************
 AK5002  DESIGNATION -  APOLLO
 AK5002  PID         -  AK5002
 AK5002  STATE/COUNTY-  FL/BREVARD
 AK5002  USGS QUAD   -  ORSINO (1976)
 AK5002
 AK5002                         *CURRENT SURVEY CONTROL
 AK5002  ___________________________________________________________________
 AK5002* NAD 83(1990)-  28 31 27.22277(N)    080 38 53.63972(W)     ADJUSTED  
 AK5002* NAVD 88     -         2.853  (meters)       9.36   (feet)  ADJUSTED  
 AK5002  ___________________________________________________________________
 AK5002  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AK5002  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK5002  DYNAMIC HT  -           2.848 (meters)       9.34  (feet)  COMP
 AK5002  MODELED GRAV-     979,230.5   (mgal)                       NAVD 88
 AK5002
 AK5002  HORZ ORDER  -  FIRST
 AK5002  VERT ORDER  -  FIRST     CLASS II
 AK5002
 AK5002.The horizontal coordinates were established by classical geodetic methods
 AK5002.and adjusted by the National Geodetic Survey in May 1991..
 AK5002
 AK5002.The orthometric height was determined by differential leveling
 AK5002.and adjusted by the National Geodetic Survey in June 1991..
 AK5002.WARNING-Repeat measurements at this control monument indicate possible
 AK5002.vertical movement.
 AK5002
 AK5002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5002
 AK5002.The geoid height was determined by GEOID03.
 AK5002
 AK5002.The dynamic height is computed by dividing the NAVD 88
 AK5002.geopotential number by the normal gravity value computed on the
 AK5002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5002.degrees latitude (g = 980.6199 gals.).
 AK5002
 AK5002.The modeled gravity was interpolated from observed gravity values.
 AK5002
 AK5002;                    North         East     Units Scale Factor Converg.
 AK5002;SPC FL E     -   464,352.984   234,429.635   MT  0.99995580   +0 10 04.7
 AK5002;SPC FL E     - 1,523,464.75    769,124.56   sFT  0.99995580   +0 10 04.7
 AK5002;UTM  17      - 3,155,326.530   534,417.888   MT  0.99961462   +0 10 04.7
 AK5002
 AK5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5002!SPC FL E     -   1.00000398  x   0.99995580  =   0.99995978
 AK5002!UTM  17      -   1.00000398  x   0.99961462  =   0.99961860
 AK5002
 AK5002|---------------------------------------------------------------------|
 AK5002| PID    Reference Object                     Distance      Geod. Az  |
 AK5002|                                                           dddmmss.s |
 AK5002| AK6272 TEMP POINT MSOB TRAV                 55.836 METERS 00117     |
 AK5002| AK1081 GEMINI                              180.882 METERS 10305     |
 AK5002| AK1056 ZORO 2                              APPROX. 1.6 KM 2824322.0 |
 AK5002|---------------------------------------------------------------------|
 AK5002
 AK5002                          SUPERSEDED SURVEY CONTROL
 AK5002
 AK5002  NAD 83(1986)-  28 31 27.22907(N)    080 38 53.65247(W) AD(       ) 1
 AK5002  NAD 27      -  28 31 26.23210(N)    080 38 54.46898(W) AD(       ) 1
 AK5002  NGVD 29 (??/??/92)    3.239  (m)           10.63   (f) ADJ UNCH    1 2
 AK5002
 AK5002.Superseded values are not recommended for survey control.
 AK5002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5002.See file dsdata.txt to determine how the superseded data were derived.
 AK5002
 AK5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3441855327(NAD 83)
 AK5002_MARKER: DS = TRIANGULATION STATION DISK
 AK5002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK5002_STAMPING: APOLLO 1964
 AK5002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5002+STABILITY: SURFACE MOTION
 AK5002
 AK5002  HISTORY     - Date     Condition        Report By
 AK5002  HISTORY     - 1964     MONUMENTED       CGS
 AK5002  HISTORY     - 1964     GOOD             CGS
 AK5002  HISTORY     - 1965     GOOD             CGS
 AK5002  HISTORY     - 1965     GOOD             NGS
 AK5002
 AK5002                          STATION DESCRIPTION
 AK5002
 AK5002'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK5002'STATION IS LOCATED ON CAPE KENNEDY (MERRITT ISLAND), IN THE
 AK5002'NORTHWEST CORNER OF THE OPERATIONS AND CHECKOUT BUILDING, MILA
 AK5002'PARKING LOT.  IT IS 70 FEET SOUTH OF A CONCRETE CURB, 54 FEET E
 AK5002'E OF THE APPROXIMATE CENTER OF D AVE., 33 FEET EAST OF A CONCRETE
 AK5002'CURB AND 30 FEET SOUTHWEST OF A METAL LIGHTPOST.
 AK5002'
 AK5002'STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED APOLLO
 AK5002'1964, CEMENTED IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 AK5002'THAT IS SET ABOUT 8 INCHES BELOW THE PARKING LOT SURFACE
 AK5002'(BLACK-TOP).
 AK5002'
 AK5002'A TRAVERSE CONNECTION WAS MADE TO STATION GEMINI 1964 AND THE
 AK5002'DISTANCE IS AS SHOWN ABOVE.
 AK5002'
 AK5002'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 AK5002
 AK5002                          STATION RECOVERY (1964)
 AK5002
 AK5002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AK5002'AT CAPE KENNEDY.
 AK5002'LOCATED IN THE NORTHWEST CORNER OF THE OPERATIONS AND CHECKOUT
 AK5002'BUILDING, MILA PARKING LOT.  70 FEET SOUTH OF A CONCRETE CURB,
 AK5002'54 FEET WEST OF THE APPROXIMATE CENTER OF D AVE, 33 FEET EAST
 AK5002'OF A CONCRETE CURB AND 30 FEET SOUTHWEST OF A METAL LIGHTPOST.
 AK5002'THE MARK IS A 10 X 10 INCH CONCRETE POST SET ABOUT 8 INCHES
 AK5002'BELOW THE PARKING LOT SURFACE.
 AK5002
 AK5002                          STATION RECOVERY (1965)
 AK5002
 AK5002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK5002'STATION WAS RECOVERED AS DESCRIBED BY K.A. MAC DONALD IN
 AK5002'1964.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE EXCEPT THE
 AK5002'BUILDING NAME HAS BEEN CHANGED TO MANNED SPACE OPERATIONS BUILDING.
 AK5002'
 AK5002'A TRAVERSE CONNECTION WAS MADE AS SHOWN ABOVE.
 AK5002'
 AK5002'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AK5002
 AK5002                          STATION RECOVERY (1965)
 AK5002
 AK5002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK5002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8649 ***********************************************************************
 AG8649  DESIGNATION -  APOLLO
 AG8649  PID         -  AG8649
 AG8649  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8649  USGS QUAD   -  GIBSONTON (1987)
 AG8649
 AG8649                         *CURRENT SURVEY CONTROL
 AG8649  ___________________________________________________________________
 AG8649* NAD 83(1990)-  27 45 53.41939(N)    082 24 34.75162(W)     ADJUSTED  
 AG8649* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 AG8649  ___________________________________________________________________
 AG8649  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AG8649  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG8649
 AG8649  HORZ ORDER  -  FIRST
 AG8649  VERT ORDER  -  THIRD ? (See Below)
 AG8649
 AG8649.The horizontal coordinates were established by classical geodetic methods
 AG8649.and adjusted by the National Geodetic Survey in May 1991..
 AG8649
 AG8649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8649.The vertical order pertains to the NGVD 29 superseded value.
 AG8649
 AG8649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8649
 AG8649.The geoid height was determined by GEOID03.
 AG8649
 AG8649;                    North         East     Units Scale Factor Converg.
 AG8649;SPC FL W     -   380,217.766   159,620.787   MT  0.99996129   -0 11 27.0
 AG8649;SPC FL W     - 1,247,431.12    523,689.20   sFT  0.99996129   -0 11 27.0
 AG8649;UTM  17      - 3,071,948.928   361,091.627   MT  0.99983817   -0 39 24.4
 AG8649
 AG8649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8649!SPC FL W     -   1.00000364  x   0.99996129  =   0.99996493
 AG8649!UTM  17      -   1.00000364  x   0.99983817  =   0.99984181
 AG8649
 AG8649                          SUPERSEDED SURVEY CONTROL
 AG8649
 AG8649  NAD 83(1986)-  27 45 53.42399(N)    082 24 34.76578(W) AD(       ) 1
 AG8649  NGVD 29 (06/09/89)    1.99   (m)            6.5    (f) LEVELING    3  
 AG8649
 AG8649.Superseded values are not recommended for survey control.
 AG8649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8649.See file dsdata.txt to determine how the superseded data were derived.
 AG8649
 AG8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6109271949(NAD 83)
 AG8649_MARKER: DS = TRIANGULATION STATION DISK
 AG8649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8649_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8649+STABILITY: SURFACE MOTION
 AG8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8649+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 AG8649
 AG8649  HISTORY     - Date     Condition        Report By
 AG8649  HISTORY     - 1984     MONUMENTED       FL-057
 AG8649  HISTORY     - 20040420 GOOD             INDIV
 AG8649
 AG8649                          STATION DESCRIPTION
 AG8649
 AG8649'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8649'THE STATION IS LOCATED ABOUT 3.2 MILES NORTHEAST OF RUSKIN AND 1.8
 AG8649'MILES WEST NORTHWEST OF APOLLO BEACH.
 AG8649'
 AG8649'TO REACH THE STATION FROM THE INTERSECTION OF HWY 41 AND STATE ROAD
 AG8649'676, GO SOUTHERLY ON HWY 41 FOR ABOUT 11 MILES TO THE INTERSECTION
 AG8649'WITH FLAMINGO DRIVE, TURN WESTERLY (RIGHT) ON TO FLAMINGO DRIVE,
 AG8649'CONTINUE FOR ABOUT 0.6 MILES TO GULF SEA BLVD, TURN SOUTHERLY ON TO
 AG8649'GULF SEA BLVD, CONTINUE TO THE FIRE STATION, STATION IS ON THE FIRE
 AG8649'STATIONS PROPERTY.
 AG8649'
 AG8649'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---APOLLO 1984---SET
 AG8649'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 AG8649'GROUND, LOCATED 82.8 FEET SOUTHWEST OF A LIGHT POLE, 58.0 FEET
 AG8649'EAST-NORTHEAST OF A FIVE(5) FOOT ALUMINUM FENCE CORNER, 18.2 FEET
 AG8649'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT DRIVEWAY, 95.0
 AG8649'FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRE STATION,
 AG8649'13.8 FEET NORTH OF A METAL WITNESS POST.
 AG8649'
 AG8649'REFERENCE MARK NO. 1 IS A STANDARD H.C.E.D. DISK STAMPED---APOLLO NO.
 AG8649'1 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 AG8649'RECESSED 2 INCHES BELOW THE GROUND, LOCATED 27.9 FEET
 AG8649'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRE STATION, 26.2 FEET
 AG8649'EAST OF THE CENTERLINE OF WEST DRIVEWAY, 4.7 FEET SOUTHEAST OF A
 AG8649'LIGHT POLE, 3.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 AG8649'
 AG8649'REFERENCE MARK NO. 2 IS A STANDARD H.C.E.D. DISK STAMPED---APOLLO NO.
 AG8649'2 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH
 AG8649'WITH THE GROUND, LOCATED 109.9 FEET SOUTH SOUTHWEST OF THE SOUTHWEST
 AG8649'CORNER OF THE FIRE STATION, 65.7 FEET WEST SOUTHWEST OF THE SOUTHWEST
 AG8649'CORNER OF AN ASPHALT DRIVEWAY, 3.6 FEET NORTHEAST OF A FIVE(5) FOOT
 AG8649'ALUMINUM FENCE CORNER, 2.0 FEET EAST OF A METAL WITNESS POST.
 AG8649'
 AG8649'AZIMUTH MARK NO. 1 IS AN ELEVATED WATER TANK ABOUT 1.85 MILES
 AG8649'SOUTHWEST OF THE INTERSECTION OF BIG BEND ROAD AND U.S. HWY. 41 AND
 AG8649'1.2 MILES EAST OF THE STATION IN APOLLO BEACH.
 AG8649
 AG8649                          STATION RECOVERY (2004)
 AG8649
 AG8649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SMB)
 AG8649'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8650 ***********************************************************************
 AG8650  DESIGNATION -  APOLLO A
 AG8650  PID         -  AG8650
 AG8650  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8650  USGS QUAD   -  GIBSONTON (1987)
 AG8650
 AG8650                         *CURRENT SURVEY CONTROL
 AG8650  ___________________________________________________________________
 AG8650* NAD 83(1990)-  27 46 08.45249(N)    082 23 31.94144(W)     ADJUSTED  
 AG8650* NAVD 88     -         3.81   (+/-2cm)      12.5    (feet)  VERTCON   
 AG8650  ___________________________________________________________________
 AG8650  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AG8650  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AG8650
 AG8650  HORZ ORDER  -  SECOND
 AG8650  VERT ORDER  -  THIRD ? (See Below)
 AG8650
 AG8650.The horizontal coordinates were established by classical geodetic methods
 AG8650.and adjusted by the National Geodetic Survey in May 1991..
 AG8650
 AG8650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8650.The vertical order pertains to the NGVD 29 superseded value.
 AG8650
 AG8650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8650
 AG8650.The geoid height was determined by GEOID03.
 AG8650
 AG8650;                    North         East     Units Scale Factor Converg.
 AG8650;SPC FL W     -   380,674.890   161,342.043   MT  0.99995962   -0 10 57.8
 AG8650;SPC FL W     - 1,248,930.87    529,336.35   sFT  0.99995962   -0 10 57.8
 AG8650;UTM  17      - 3,072,391.983   362,816.327   MT  0.99983229   -0 38 55.5
 AG8650
 AG8650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8650!SPC FL W     -   1.00000331  x   0.99995962  =   0.99996293
 AG8650!UTM  17      -   1.00000331  x   0.99983229  =   0.99983560
 AG8650
 AG8650                          SUPERSEDED SURVEY CONTROL
 AG8650
 AG8650  NAD 83(1986)-  27 46 08.45708(N)    082 23 31.95558(W) AD(       ) 2
 AG8650  NGVD 29 (06/09/89)    4.09   (m)           13.4    (f) LEVELING    3  
 AG8650
 AG8650.Superseded values are not recommended for survey control.
 AG8650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8650.See file dsdata.txt to determine how the superseded data were derived.
 AG8650
 AG8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6281672392(NAD 83)
 AG8650_MARKER: DH = HORIZONTAL CONTROL DISK
 AG8650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8650_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8650+STABILITY: SURFACE MOTION
 AG8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG8650+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 AG8650
 AG8650  HISTORY     - Date     Condition        Report By
 AG8650  HISTORY     - 1984     MONUMENTED       FL-057
 AG8650  HISTORY     - 20040930 GOOD             ORIGRP
 AG8650  HISTORY     - 20050423 GOOD             POLASS
 AG8650
 AG8650                          STATION DESCRIPTION
 AG8650
 AG8650'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8650'THE STATION IS LOCATED ABOUT 3.8 MILES NORTHEAST OF RUSKIN AND
 AG8650'3.0 MILES SOUTH OF ADAMSVILLE.
 AG8650'
 AG8650'TO REACH THE STATION FROM THE INTERSECTION OF U.S HWY 41 AND BIG BEND
 AG8650'ROAD, GO SOUTHWESTERLY FOR ABOUT 1.3 MILES TO AZIMUTH STATION ON THE
 AG8650'ON LEFT,CONTINUE SOUTHWESTERLY FOR 0.45 MILE TO THE INTERSECTION OF
 AG8650'US HWY 41 AND APOLLO BEACH BLVD, STATION IS IN THE NORTHWEST CORNER.
 AG8650'
 AG8650'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---APOLLO A 1984---SET
 AG8650'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 2 INCHES
 AG8650'BELOW THE GROUND, LOCATED 63.0 FEET NORTHWEST OF THE CENTERLINE
 AG8650'OF SOUTHBOUND U.S HWY. 41, 54.7 FEET EAST NORTHEAST OF A CONCRETE
 AG8650'POWER,TELEPHONE AND LIGHT POLE, 50.9 FEET NORTHEAST OF THE CENTER
 AG8650'OF THE MEDIAN OF APOLLO BEACH BOULEVARD, 15.0 FEET SOUTHWEST OF THE
 AG8650'SOUTH EDGE OF SOUTH DRIVEWAY, 2.1 FEET EAST OF A METAL WITNESS POST.
 AG8650'
 AG8650'AZIMUTH MARK NO. 1 IS A STANDARD H.C.S.D. DISK STAMPED---APOLLO A AZ.
 AG8650'MK. 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 AG8650'RECESSED 6 INCHES BELOW THE GROUND, LOCATED 81.3 FEET SOUTHWEST
 AG8650'OF THE SOUTH END OF GUARDRAIL, 41.7 FEET NORTHEAST OF THE PROJECTED
 AG8650'CENTERLINE OF ELSBERRY ROAD, 13.8 FEET SOUTHEAST OF THE EAST EDGE
 AG8650'OF PAVEMENT OF NORTHBOUND U.S. HWY. 41.
 AG8650
 AG8650                          STATION RECOVERY (2004)
 AG8650
 AG8650'RECOVERY NOTE BY ORION GROUP SE 2004 (MEJ)
 AG8650'RECOVERED AS DESCRIBED
 AG8650
 AG8650                          STATION RECOVERY (2005)
 AG8650
 AG8650'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AG8650'NEW DESCRIPTION.  3.5 FEET NORTH OF 5 FOOT CONCRETE SIDEWALK, 12 FEET
 AG8650'SW OF WATER GATE VALVE, 11 FEET SE OF GRATE INLET AND 1 FOOT BELOW
 AG8650'GRADE. CLEAR VIEW OF GPS CONSTELLATION, NO CANOPY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8652 ***********************************************************************
 AG8652  DESIGNATION -  APOLLO B
 AG8652  PID         -  AG8652
 AG8652  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8652  USGS QUAD   -  GIBSONTON (1987)
 AG8652
 AG8652                         *CURRENT SURVEY CONTROL
 AG8652  ___________________________________________________________________
 AG8652* NAD 83(1990)-  27 47 16.90484(N)    082 25 17.62873(W)     ADJUSTED  
 AG8652* NAVD 88     -         3.37   (+/-2cm)      11.1    (feet)  VERTCON   
 AG8652  ___________________________________________________________________
 AG8652  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AG8652  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AG8652
 AG8652  HORZ ORDER  -  SECOND
 AG8652  VERT ORDER  -  THIRD ? (See Below)
 AG8652
 AG8652.The horizontal coordinates were established by classical geodetic methods
 AG8652.and adjusted by the National Geodetic Survey in May 1991..
 AG8652
 AG8652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8652.The vertical order pertains to the NGVD 29 superseded value.
 AG8652
 AG8652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8652
 AG8652.The geoid height was determined by GEOID03.
 AG8652
 AG8652;                    North         East     Units Scale Factor Converg.
 AG8652;SPC FL W     -   382,791.486   158,455.596   MT  0.99996247   -0 11 47.5
 AG8652;SPC FL W     - 1,255,875.07    519,866.40   sFT  0.99996247   -0 11 47.5
 AG8652;UTM  17      - 3,074,531.727   359,947.552   MT  0.99984211   -0 39 46.2
 AG8652
 AG8652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8652!SPC FL W     -   1.00000338  x   0.99996247  =   0.99996585
 AG8652!UTM  17      -   1.00000338  x   0.99984211  =   0.99984549
 AG8652
 AG8652                          SUPERSEDED SURVEY CONTROL
 AG8652
 AG8652  NAD 83(1986)-  27 47 16.90997(N)    082 25 17.64292(W) AD(       ) 2
 AG8652  NGVD 29 (06/09/89)    3.64   (m)           11.9    (f) LEVELING    3  
 AG8652
 AG8652.Superseded values are not recommended for survey control.
 AG8652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8652.See file dsdata.txt to determine how the superseded data were derived.
 AG8652
 AG8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5994874532(NAD 83)
 AG8652_MARKER: DH = HORIZONTAL CONTROL DISK
 AG8652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8652_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8652+STABILITY: SURFACE MOTION
 AG8652
 AG8652  HISTORY     - Date     Condition        Report By
 AG8652  HISTORY     - 1984     MONUMENTED       FL-057
 AG8652
 AG8652                          STATION DESCRIPTION
 AG8652
 AG8652'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8652'THE STATION IS LOCATED ABOUT 4.4 MILES NORTHEAST OF RUSKIN AND
 AG8652'1.8 MILES SOUTHWEST OF ADAMSVILLE.
 AG8652'
 AG8652'TO REACH THE STATION FROM THE INTERSECTION OF BIG BEND ROAD AND
 AG8652'U.S. HWY 41, GO SOUTHWESTERLY ON U.S HWY. 41 FOR 1.75 MILES TO THE
 AG8652'INTERSECTION OF U.S. HWY 41 AND APOLLO BEACH BOULEVARD,TURN RIGHT
 AG8652'(GO WESTERLY) ON APOLLO BEACH BOULEVARD FOR 2.55 MILES TO THE
 AG8652'INTERSECTION OF APOLLO BEACH AND SURFSIDE BOULEVARDS, THE AZIMUTH
 AG8652'MARK IS IN THE DELTA MADE AT THIS INTERSECTION,TURN RIGHT
 AG8652'(GO NORTHEASTERLY) FOR 0.3 MILE ON SURFSIDE BOULEVARD TO THE
 AG8652'END OF THE PAVING,STATION IS ABOUT THIRTY FEET NORTH OF THE END OF
 AG8652'THE PAVING.
 AG8652'
 AG8652'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---APOLLO B 1984---SET
 AG8652'INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 AG8652'GROUND, LOCATED 208.1 FEET NORTHEAST OF A CONCRETE LIGHT POLE, 38.7
 AG8652'FEET EAST OF A NAIL AND DISK NUMBERED PCP 1569 IN THE CENTERLINE
 AG8652'OF SURFSIDE BOULEVARD, 58.8 FEET EAST NORTHEAST OF A SANITARY
 AG8652'SEWER MANHOLE, 129.0 FEET EAST NORTHEAST OF A THREE FEET BY TWO FEET
 AG8652'TERMINAL PEDESTAL NUMBER 2634735574, 3.0 FEET NORTHWEST OF A METAL
 AG8652'WITNESS POST.
 AG8652'
 AG8652'AZIMUTH MARK NO. 1 IS A STANDARD H.C.E.D. DISK STAMPED---APOLLO B
 AG8652'AZ. MK. 1984---SET INTO THE TOP OF A 14 INCH ROUND CONCRETE
 AG8652'MONUMENT FLUSH WITH THE GROUND, LOCATED 43.0 FEET SOUTHWEST OF A
 AG8652'CONCRETE POWER POLE NUMBER 26248-35462 WITH GUY ANCHOR, 58.1 FEET
 AG8652'NORTHEAST OF THE CENTERLINE OF APOLLO BEACH BOULEVARD, 36.0 FEET
 AG8652'SOUTHEAST OF THE CENTERLINE OF SURFSIDE BOULEVARD, 3.0 FEET NORTHWEST
 AG8652'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8654 ***********************************************************************
 AG8654  DESIGNATION -  APOLLO BEACH MUN TK
 AG8654  PID         -  AG8654
 AG8654  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8654  USGS QUAD   -  GIBSONTON (1987)
 AG8654
 AG8654                         *CURRENT SURVEY CONTROL
 AG8654  ___________________________________________________________________
 AG8654* NAD 83(1990)-  27 46 00.41252(N)    082 23 31.33405(W)     ADJUSTED  
 AG8654* NAVD 88     -                                                        
 AG8654  ___________________________________________________________________
 AG8654  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AG8654  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AG8654
 AG8654  HORZ ORDER  -  THIRD
 AG8654
 AG8654.The horizontal coordinates were established by classical geodetic methods
 AG8654.and adjusted by the National Geodetic Survey in May 1991..
 AG8654
 AG8654
 AG8654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8654
 AG8654.The geoid height was determined by GEOID03.
 AG8654
 AG8654;                    North         East     Units Scale Factor Converg.
 AG8654;SPC FL W     -   380,427.361   161,357.884   MT  0.99995960   -0 10 57.5
 AG8654;SPC FL W     - 1,248,118.77    529,388.32   sFT  0.99995960   -0 10 57.5
 AG8654;UTM  17      - 3,072,144.364   362,830.153   MT  0.99983224   -0 38 55.0
 AG8654
 AG8654                          SUPERSEDED SURVEY CONTROL
 AG8654
 AG8654  NAD 83(1986)-  27 46 00.41592(N)    082 23 31.34844(W) AD(       ) 4
 AG8654
 AG8654.Superseded values are not recommended for survey control.
 AG8654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8654.See file dsdata.txt to determine how the superseded data were derived.
 AG8654
 AG8654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6283072144(NAD 83)
 AG8654_MARKER: 53 = ELEVATED TANK
 AG8654
 AG8654  HISTORY     - Date     Condition        Report By
 AG8654  HISTORY     - 1985     FIRST OBSERVED   FL-057
 AG8654
 AG8654                          STATION DESCRIPTION
 AG8654
 AG8654'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8654'STATION IS LOCATED ABOUT 14.0 MILES SOUTH SOUTHEAST OF THE
 AG8654'INTERSECTION OF INTERSTATES 4 AND 275, AND 7.3 MILES WEST OF BALM.
 AG8654'
 AG8654'TO REACH THE STATION FROM THE INTERSECTION OF BIG BEND ROAD AND US
 AG8654'HWY 41, GO SOUTHWESTERLY ON US HWY 41 FOR ABOUT 1.8 MILES TO THE
 AG8654'INTERSECTION OF US HWY 41 AND APOLLO BEACH BLVD., CONTINUE
 AG8654'SOUTHWESTERLY FOR 0.1 MILES TO THE STATION OF THE LEFT.  STATION IS
 AG8654'VENT TOP CENTER ATOP PEDESTAL SPHERE TANK, PAINTED WHITE ABOVE GREEN,
 AG8654'ABOUT 90 FEET HIGH.  THE LEGEND (APOLLO BEACH) IS PAINTED ON BOWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6864 ***********************************************************************
 AK6864  CBN         -  This is a Cooperative Base Network Control Station.
 AK6864  DESIGNATION -  APOPKA
 AK6864  PID         -  AK6864
 AK6864  STATE/COUNTY-  FL/ORANGE
 AK6864  USGS QUAD   -  APOPKA (1980)
 AK6864
 AK6864                         *CURRENT SURVEY CONTROL
 AK6864  ___________________________________________________________________
 AK6864* NAD 83(1999)-  28 40 38.94258(N)    081 31 08.69059(W)     ADJUSTED  
 AK6864* NAVD 88     -        47.032  (meters)     154.30   (feet)  ADJUSTED  
 AK6864  ___________________________________________________________________
 AK6864  X           -     825,902.524 (meters)                     COMP
 AK6864  Y           -  -5,538,860.101 (meters)                     COMP
 AK6864  Z           -   3,042,598.288 (meters)                     COMP
 AK6864  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AK6864  ELLIP HEIGHT-          19.52  (meters)          (05/31/01) GPS OBS
 AK6864  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AK6864  DYNAMIC HT  -          46.965 (meters)     154.08  (feet)  COMP
 AK6864  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 AK6864
 AK6864  HORZ ORDER  -  B
 AK6864  VERT ORDER  -  SECOND    CLASS I
 AK6864  ELLP ORDER  -  FIFTH     CLASS I
 AK6864
 AK6864.The horizontal coordinates were established by GPS observations
 AK6864.and adjusted by the National Geodetic Survey in May 2001..
 AK6864
 AK6864.The orthometric height was determined by differential leveling
 AK6864.and adjusted by the National Geodetic Survey in November 2003..
 AK6864
 AK6864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK6864
 AK6864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6864
 AK6864.The ellipsoidal height was determined by GPS observations
 AK6864.and is referenced to NAD 83.
 AK6864
 AK6864.The geoid height was determined by GEOID03.
 AK6864
 AK6864.The dynamic height is computed by dividing the NAVD 88
 AK6864.geopotential number by the normal gravity value computed on the
 AK6864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6864.degrees latitude (g = 980.6199 gals.).
 AK6864
 AK6864.The modeled gravity was interpolated from observed gravity values.
 AK6864
 AK6864;                    North         East     Units Scale Factor Converg.
 AK6864;SPC FL E     -   481,396.982   149,267.745   MT  0.99997293   -0 14 56.8
 AK6864;SPC FL E     - 1,579,383.27    489,722.59   sFT  0.99997293   -0 14 56.8
 AK6864;SPC FL W     -   481,381.363   247,002.505   MT  0.99996843   +0 13 50.8
 AK6864;SPC FL W     - 1,579,332.02    810,374.05   sFT  0.99996843   +0 13 50.8
 AK6864;UTM  17      - 3,172,364.713   449,285.055   MT  0.99963174   -0 14 56.8
 AK6864
 AK6864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6864!SPC FL E     -   0.99999693  x   0.99997293  =   0.99996986
 AK6864!SPC FL W     -   0.99999693  x   0.99996843  =   0.99996536
 AK6864!UTM  17      -   0.99999693  x   0.99963174  =   0.99962868
 AK6864
 AK6864|---------------------------------------------------------------------|
 AK6864| PID    Reference Object                     Distance      Geod. Az  |
 AK6864|                                                           dddmmss.s |
 AK6864| CW6710 APOPKA RM 1                          31.693 METERS 06005     |
 AK6864| CW6709 APOPKA AZ MK                                       3111814.1 |
 AK6864| CW6711 APOPKA RM 2                          32.355 METERS 31327     |
 AK6864|---------------------------------------------------------------------|
 AK6864
 AK6864                          SUPERSEDED SURVEY CONTROL
 AK6864
 AK6864  NAD 83(1990)-  28 40 38.94150(N)    081 31 08.69003(W) AD(       ) B
 AK6864  ELLIP H (09/13/90)   19.55   (m)                       GP(       ) 4 1
 AK6864  NAD 83(1986)-  28 40 38.94645(N)    081 31 08.70629(W) AD(       ) 1
 AK6864  NAD 27      -  28 40 37.95800(N)    081 31 09.44200(W) AD(       ) 1
 AK6864  NAVD 88 (12/21/95)   47.035  (m)          154.31   (f) UNKNOWN     2 1
 AK6864  NGVD 29 (06/24/93)   47.34   (m)          155.3    (f) LEVELING    3  
 AK6864
 AK6864.Superseded values are not recommended for survey control.
 AK6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6864.See file dsdata.txt to determine how the superseded data were derived.
 AK6864
 AK6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4928572365(NAD 83)
 AK6864_MARKER: DS = TRIANGULATION STATION DISK
 AK6864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6864_SP_SET: SQUARE CONCRETE MONUMENT
 AK6864_STAMPING: APOPKA 1935
 AK6864_MARK LOGO: CGS   
 AK6864_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6864+STABILITY: SURFACE MOTION
 AK6864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6864+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AK6864
 AK6864  HISTORY     - Date     Condition        Report By
 AK6864  HISTORY     - 1935     MONUMENTED       CGS
 AK6864  HISTORY     - 1935     GOOD             CGS
 AK6864  HISTORY     - 1936     GOOD             CGS
 AK6864  HISTORY     - 1936     GOOD             CGS
 AK6864  HISTORY     - 1957     GOOD             CGS
 AK6864  HISTORY     - 1961     GOOD             CGS
 AK6864  HISTORY     - 1977     GOOD             NGS
 AK6864  HISTORY     - 1986     GOOD             USPSQD
 AK6864  HISTORY     - 19881215 GOOD             NGS
 AK6864  HISTORY     - 19890301 GOOD             FL-095
 AK6864  HISTORY     - 19900309 GOOD             STEINA
 AK6864  HISTORY     - 19910402 GOOD             HEIDT
 AK6864  HISTORY     - 19940213 GOOD             NGS
 AK6864  HISTORY     - 19970405 GOOD             FLDEP
 AK6864  HISTORY     - 20040203 GOOD             WOOLPT
 AK6864  HISTORY     - 20050821 GOOD             GEOCAC
 AK6864
 AK6864                          STATION DESCRIPTION
 AK6864
 AK6864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 AK6864'THE STATION IS LOCATED 0.8 MILE NW OF APOPKA ON SW SIDE OF THE
 AK6864'U.S. HIGHWAY 441, AND IS IN OPEN CUT OVER TIMBERLAND, 14 PACES
 AK6864'SW OF CENTER LINE OF HIGHWAY, 9 PACES NNW OF 10-INCH PINE TREE,
 AK6864'WITH TRIANGULAR BLAZE.  THE MARK PROJECTS ABOUT 4 INCHES.
 AK6864'
 AK6864'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 AK6864'STANDARD BRONZE DISKS SET IN CONCRETE.
 AK6864'
 AK6864'REFERENCE MARK NO.1 IS 103.98 FEET E OF STATION, 11 PACES E
 AK6864'OF CENTER LINE OF ROAD, 8 PACES S OF 14-INCH PINE TREE.
 AK6864'
 AK6864'REFERENCE MARK NO.2 IS 106.15 FEET NW OF STATION, 12 PACES
 AK6864'W OF CENTER LINE OF ROAD.
 AK6864'
 AK6864'AZIMUTH MARK IS 0.3 MILE NW OF STATION, 15 PACES E OF CENTER
 AK6864'LINE OF HIGHWAY 441, 15 PACES S OF DIXIE SERVICE STATION.
 AK6864'
 AK6864'REFERENCE AND AZIMUTH MARKS PROJECT 6 INCHES.
 AK6864'
 AK6864'TO REACH THE STATION FROM CLEREMONT, TAKE HIGHWAY 22 AND FOLLOW
 AK6864'THIS TO OCOEE, FLORIDA.  HERE TURN LEFT ON HARD SURFACE ROAD
 AK6864'AND CONTINUE ON THIS ROAD TO APOPKA AND INTERSECTION OF U.S.
 AK6864'HIGHWAY 441.  TURN NW (LEFT) ON 441 AND GO 0.8 MILE TO STATION.
 AK6864
 AK6864                          STATION RECOVERY (1935)
 AK6864
 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 AK6864'RECOVERED IN GOOD CONDITION.
 AK6864
 AK6864                          STATION RECOVERY (1936)
 AK6864
 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 AK6864'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED, AND
 AK6864'FOUND TO BE IN GOOD CONDITION.
 AK6864'
 AK6864'THE STATION MARK IS 9 PACES BEARING 320 DEG (MAG.) FROM A
 AK6864'TRIANGLE BLAZE ON A 10-INCH PINE TREE.
 AK6864'
 AK6864'REFERENCE MARK NO.1 IS 103.98 FEET, BEARING 59 DEG (MAG.).
 AK6864'
 AK6864'REFERENCE MARK NO.2 IS 106.15 FEET DISTANCE, BEARING 313 DEG
 AK6864'(MAG.).
 AK6864'
 AK6864'TO REACH, GO TO APOPKA SCHOOLHOUSE ON U.S. HIGHWAY 441.  HERE
 AK6864'GO NW ON U.S. HIGHWAY 441 FOR 0.8 MILE TO STATION ON SW SIDE
 AK6864'OF HIGHWAY.
 AK6864'
 AK6864'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 AK6864'
 AK6864'HEIGHT OF LIGHT ABOVE STATION MARK 101 FEET.
 AK6864
 AK6864                          STATION RECOVERY (1936)
 AK6864
 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP)
 AK6864'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND
 AK6864'FOUND IN GOOD CONDITION.
 AK6864'
 AK6864'AT APOPKA--
 AK6864'
 AK6864'A LIGHT 101 FEET ABOVE GOTHA IS VISIBLE AT 50 FEET ABOVE
 AK6864'THE GROUND.
 AK6864'
 AK6864'A LIGHT 114 FEET ABOVE ORLANDO ECC IS VISIBLE AT 50 FEET
 AK6864'ABOVE THE GROUND.
 AK6864'
 AK6864'A LIGHT 114 FEET ABOVE MAIT IS VISIBLE AT 45 FEET ABOVE
 AK6864'THE GROUND.
 AK6864
 AK6864                          STATION RECOVERY (1957)
 AK6864
 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW)
 AK6864'THE STATION WAS VISITED IN AUGUST, 1957.  THE STATION AND AZIMUTH
 AK6864'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 AK6864'WERE SEARCHED FOR ABOUT FOUR HOURS.  THEY HAVE PROBABLY BEEN
 AK6864'DESTROYED ALTHOUGH THEY MAY ONLY BE COVERED.  CONSIDERABLE
 AK6864'DIGGING AND PROBING WAS DONE THROUGHOUT THE AREA.  REFERENCE
 AK6864'MARKS 3 AND 4 WERE SET.
 AK6864'
 AK6864'THE STATION IS LOCATED ABOUT 0.7 MI. NW OF THE POST OFFICE AT
 AK6864'APOPKA, 13.2 FT. SW OF THE SW RIGHT-OF-WAY LINE OF NEW U.S.
 AK6864'HIGHWAY 441, AT HIGHWAY STATION 672 + 27 AND 29 FT. N OF A
 AK6864'15-IN. PINE TREE.  A TRIANGULATION-STATION DISK, STAMPED
 AK6864'APOPKA 1935, IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 AK6864'0.4 FT. ABOVE THE GROUND.
 AK6864'
 AK6864'REFERENCE MARK 3 IS 31.69 FT. SE OF THE STATION, 8 FT. E OF
 AK6864'A 15-IN. PINE TREE AND 13.4 FT. SW OF THE SW RIGHT-OF-WAY LINE
 AK6864'OF THE NEW HIGHWAY AT HIGHWAY STATION 671 + 96.  A REFERENCE-MARK
 AK6864'DISK, STAMPED APOPKA NO 3 1935, IN THE TOP OF A SQUARE CONCRETE
 AK6864'POST PROJECTING 0.5 FT. ABOVE THE GROUND.
 AK6864'
 AK6864'REFERENCE MARK 4 IS 35.26 FT. NW OF THE STATION, 12.5 FT. SW
 AK6864'OF THE SW RIGHT-OF-WAY LINE OF THE NEW HIGHWAY, AT HIGHWAY
 AK6864'STATION 672 + 62.  A REFERENCE-MARK DISK STAMPED APOPKA NO 4
 AK6864'1935, IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.5 FT.
 AK6864'ABOVE THE GROUND.
 AK6864'
 AK6864'THE AZIMUTH MARK IS 0.3 MI. NW OF THE STATION, 54 FT. SE OF THE
 AK6864'SW CORNER OF A TWO-STORY VACANT FRAMEHOUSE WHICH WAS THE DIXIE
 AK6864'SERVICE STATION REFERRED TO IN THE ORIGINAL DESCRIPTION, 104 FT.
 AK6864'SE OF THE CENTERLINE OF A DIRT DRIVEWAY LEADING NE AND 44 FT. NE
 AK6864'OF THE CENTERLINE OF THE PRESENT HIGHWAY.  A REFERENCE-MARK
 AK6864'DISK, STAMPED APOPKA AZ MK 1935, IN THE TOP OF A ROUND CONCRETE
 AK6864'POST PROJECTING 0.6 FT. ABOVE THE GROUND.  THE FLORIDA PUBLIC
 AK6864'SERVICE TANK OBSERVED ON IN 1935, IS NOW OWNED BY THE CITY
 AK6864'OF APOPKA.  TO REACH THE STATION FROM THE POST OFFICE AT
 AK6864'APOPKA, GO 1 BLOCK N ALONG SOUTH PARK AVENUE TO THE
 AK6864'INTERSECTION WITH U.S. HIGHWAY 441, TURN LEFT ON U.S.
 AK6864'HIGHWAY 441 AND PROCEED 0.65 MI. NW TO THE APOPKA COURT
 AK6864'MOTEL ON THE RIGHT AND THE STATION ON THE LEFT, CONTINUE
 AK6864'NW FOR 0.3 MI. ALONG U.S. HIGHWAY 441 TO THE AZIMUTH MARK ON
 AK6864'THE RIGHT.
 AK6864
 AK6864                          STATION RECOVERY (1961)
 AK6864
 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 AK6864'THIS STATION WAS RECOVERED IN JANUARY 1961.  THE STATION WAS
 AK6864'FOUND IN GOOD CONDITION.  R.M. 4 WAS FOUND DESTROYED.  THE TOP
 AK6864'PART OF THE POST WAS BROKEN OFF.  THE DISK WAS NOT RECOVERED.
 AK6864'R.M.3 WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS PROBABLY
 AK6864'DESTROYED WHEN A SERVICE STATION DRIVEWAY WAS PUT IN.  R.M. 5
 AK6864'AND R.M. 6 WERE WERE SET.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 AK6864'NOT RECOVERED.  THE STATION IS LOCATED 0.65 MILE
 AK6864'NORTHWEST OF THE POST OFFICE AT APOPKA, SOUTHWEST OF AND
 AK6864'ACROSS WEST MAIN STREET FROM THE APOPKA MOTEL, 109 FT.
 AK6864'NORTHWEST OF THE NORTHWEST SIDE OF SHAMROCK OIL COMPANY SERVICE
 AK6864'STATION, 19 FT. SOUTHWEST OF THE SOUTHWEST CURB OF WEST MAIN
 AK6864'STREET (U.S. HIGHWAY 441) 16 FT.  NORTHWEST OF A WHITE BOARD
 AK6864'FENCE, 22.5 FT. WEST OF POWER POLE R 18 CC 4193, 1.2 FT.
 AK6864'SOUTHWEST OF A STEEL WITNESS POST A TRIANGULATION
 AK6864'STATION DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 AK6864'PROJECTS 0.3 FT. ABOVE THE GROUND, STAMPED APOPKA NO 5 1935.
 AK6864'
 AK6864'R.M. 5 IS 56.715 FT. OR 17.297 METERS SOUTHWEST OF THE STATION,
 AK6864'74 FT. SOUTHWEST OF THE SOUTHEAST CURB OF WEST MAIN STREET, 53 FT.
 AK6864'NORTHEAST OF A FENCE CORNER, 1.4 FT. NORTHWEST OF A WHITE BOARD
 AK6864'FENCE, 0.9 FT. SOUTHEAST OF A STEEL WITNESS POST, A REFERENCE
 AK6864'MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 AK6864'0.1 FT. ABOVE THE GROUND, STAMPED APOPKA NO 5 1935.
 AK6864'
 AK6864'R.M. 6 IS 65.067 FT. OR 19.833 METERS NORTHWEST OF THE
 AK6864'STATION, 78.5 FT. NORTHWEST OF POWER POLE R 18 CC 4193, 1.1 FT.
 AK6864'SOUTHWEST OF THE SOUTHWEST CURB OF WEST MAIN STREET, 0.7
 AK6864'FT. SOUTHEAST OF A STEEL WITNESS POST, A REFERENCE MARK DISK SET
 AK6864'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 AK6864'THE GROUND, STAMPED APOPKA NO 6 1935.
 AK6864'
 AK6864'TO REACH FROM THE POST OFFICE AT APOPKA GO 1 BLOCK NORTH
 AK6864'ALONG SOUTH PARK AVENUE TO AN INTERSECTION WITH WEST MAIN
 AK6864'STREET (U.S. HIGHWAY 441), TURN LEFT AND GO 0.65 MILE NORTHWEST
 AK6864'ALONG WEST MAIN STREET TO THE APOPKA MOTEL ON THE RIGHT AND THE
 AK6864'STATION ON THE LEFT.
 AK6864
 AK6864                          STATION RECOVERY (1977)
 AK6864
 AK6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 AK6864'THE STATION MARK, REFERENCE MARKS 5 AND 6 WERE RECOVERED AND
 AK6864'FOUND IN GOOD CONDITION.  THE DIRECTIONS AND MEASUREMENTS
 AK6864'TO THE REFERENCE MARKS CHECKED WITH THE 1961 DATA.  NO NEW
 AK6864'MARKS WERE SET AT THIS TIME.
 AK6864'
 AK6864'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 AK6864'
 AK6864'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF APOPKA, ON
 AK6864'THE SOUTHWEST SIDE OF U.S. HIGHWAY 441, IN THE NW 1/4 OF
 AK6864'SEC. 9, T.21S., R.28E. AND ON PROPERTY OWNED BY MRS.
 AK6864'C.A. USTLER, 107 CENTRAL AVENUE, APOPKA, FLORIDA.
 AK6864'
 AK6864'TO REACH THE STATION FROM THE POST OFFICE IN APOPKA, GO
 AK6864'NORTHWEST OF U.S. HIGHWAY 441, MAIN STREET, FOR 1 MILE TO
 AK6864'THE STATION ON THE LEFT, JUST NORTHWEST OF A SHAMROCK OIL
 AK6864'COMPANY SERVICE STATION.
 AK6864'
 AK6864'STATION MARKS, STAMPED---APOPKA 1935---,ARE STANDARD DISKS
 AK6864'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE
 AK6864'CONCRETE POST THAT IS 3 INCHES ABOVE THE GROUND SURFACE.  THE
 AK6864'UNDERGROUND MARK IS DESCRIBED AS NOTE 7A IN THE 1935
 AK6864'DESCRIPTION.  THEY ARE 52.5 FEET SOUTHWEST OF THE CENTER OF
 AK6864'U.S. HIGHWAY 441, 23.5 FEET WEST OF POWER LINE POLE NUMBER
 AK6864'R18CC-4193, 22 FEET NORTHWEST OF A SHAMROCK SERVICE STATION
 AK6864'SIGN, 16.5 FEET NORTHWEST OF A BOARD FENCE AND 1.3 FEET
 AK6864'SOUTH OF A METAL WITNESS POST.
 AK6864'
 AK6864'REFERENCE MARK 5, STAMPED---APOPKA NO 5 1935---, IS A
 AK6864'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 AK6864'POST THAT IS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 107.5
 AK6864'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 441, 72 FEET
 AK6864'SOUTHWEST OF POWER LINE POLE NUMBER R18CC-4193, 1.3 FEET
 AK6864'EAST OF A METAL WITNESS POST AND 1 FOOT NORTHWEST OF A
 AK6864'BOARD FENCE.
 AK6864'
 AK6864'REFERENCE MARK 6, STAMPED---APOPKA NO 6 1935---, IS A STANDARD
 AK6864'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT IS
 AK6864'3 INCHES BELOW THE GROUND SURFACE.  IT IS 79 FEET NORTHWEST
 AK6864'OF POWER LINE POLE NUMBER R18CC-4193, 34.5 FEET SOUTHWEST
 AK6864'OF THE CENTER OF U.S. HIGHWAY 441 AND 1 FOOT SOUTHWEST OF
 AK6864'THE EDGE OF A CURB.
 AK6864'
 AK6864'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 25.1 METERS.
 AK6864
 AK6864                          STATION RECOVERY (1986)
 AK6864
 AK6864'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AK6864'RECOVERED IN GOOD CONDITION.
 AK6864
 AK6864                          STATION RECOVERY (1988)
 AK6864
 AK6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AK6864'THE STATION IS LOCATED IN APOPKA, ON THE SOUTH SIDE OF U.S. HIGHWAY
 AK6864'441, IN SECTION 9, T 21 S, R 28 E.
 AK6864'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 435 AND U.S.
 AK6864'HIGHWAY 441 IN APOPKA, GO NORTHWESTERLY FOR 0.89 KM (0.55 MI) ON
 AK6864'HIGHWAY 441 TO A PHILLIPS 66 GAS STATION AND THE STATION ON LEFT.
 AK6864'THE STATION PROJECTS 46 CM ABOVE GROUND.  LOCATED 6.71 M (22.0 FT)
 AK6864'NORTHWEST FROM THE SOUTHWEST LEG OF THE PHILLIPS 66 SIGN, 6.31 M
 AK6864'(20.7 FT) WEST FROM UTILITY POLE NUMBER 927734, 3.08 M (10.1 FT)
 AK6864'SOUTHWEST FROM THE SOUTH CURB OF HIGHWAY 441, 0.40 M (1.3 FT)
 AK6864'EAST-NORTHEAST FROM A CARSONITE WITNESS POST AND 0.30 M (1.0 FT)
 AK6864'NORTHEAST FROM A METAL WITNESS POST.
 AK6864'DESCRIBED BY R.L. MALLOY.
 AK6864
 AK6864                          STATION RECOVERY (1989)
 AK6864
 AK6864'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1989
 AK6864'RECOVERED IN GOOD CONDITION.
 AK6864
 AK6864                          STATION RECOVERY (1990)
 AK6864
 AK6864'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AK6864'RECOVERED IN GOOD CONDITION AS DESCRIBED IN PART II OF THE RECOVERY
 AK6864'NOTES FROM FLORIDA HIGH PRECISION NETWORK NGS PROJECT NUMBER-
 AK6864'GPS-170.
 AK6864
 AK6864                          STATION RECOVERY (1991)
 AK6864
 AK6864'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991
 AK6864'RECOVERED IN GOOD CONDITION.
 AK6864
 AK6864                          STATION RECOVERY (1994)
 AK6864
 AK6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AK6864'THE STATION IS ON THE NORTHWEST SIDE OF APOPKA ON THE NORTHWEST SIDE
 AK6864'OF A FINA GAS STATION, NEAR THE INTERSECTION OF U.S.  HIGHWAY 441
 AK6864'(MAIN STREET OR ORANGE BLOSSOM TRAIL) AND MARSHALL LAKE ROAD IN
 AK6864'SECTION 9, TOWNSHIP 21 SOUTH, RANGE 28 EAST.  TO REACH THE STATION
 AK6864'FROM CITY HALL IN APOPKA ON U.S HIGHWAY 441 (MAIN STREET OR ORANGE
 AK6864'BLOSSOM TRAIL) , GO NORTHWESTERLY ON U.S.  HIGHWAY 441 (MAIN STREET OR
 AK6864'ORANGE BLOSSOM TRAIL) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AK6864'COUNTY ROAD 435 (PARK AVENUE) , CONTINUE NORTHWESTERLY ON U.S. HIGHWAY
 AK6864'441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.60 MI (0.97 KM) TO THE
 AK6864'JUNCTION OF MARSHALL LAKE ROAD ON THE RIGHT, CONTINIUE NORTHWESTERLY
 AK6864'ON U.S.  HIGHWAY 441 (MAIN STRRET OR ORANGE BLOSSOM TRAIL) FOR 0.10 MI
 AK6864'(0.16 KM) TO THE STATION ON THE LEFT SET IN THE TOP OF A SQUARE
 AK6864'CONCRETE MONUMENT PROJECTING 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE
 AK6864'GROUND AND 0.9 FT (27.4 CM) ABOVE THE LEVEL OF THE U.S.  HIGHWAY 441
 AK6864'(MAIN STREET OR ORANGE BLOSSOM TRAIL) . LOCATED 65.2 FT (19.9 M)
 AK6864'SOUTHEAST OF APOPKA NO 6, 56.7 FT (17.3 M) NORTHEAST OF APOPKA NO 5,
 AK6864'26.9 FT (8.2 M) NORTHWEST OF THE NORTHERNMOST LEG OF A FINA SIGN, 20.1
 AK6864'FT (6.1 M) WEST OF A POWER POLE NUMBER 927734, 19.6 FT (6.0 M)
 AK6864'SOUTHWEST OF THE SOUTH CURB FOR U.S. HIGHWAY 441 (MAIN STREET OR
 AK6864'ORANGE BLOSSOM TRAIL) , 1.2 FT (0.4 M) EAST-NORTHEAST OF A CARSONITE
 AK6864'WITNESS POST AND 1.2 FT (0.4 M) NORTHEAST OF A METAL WITNESS POST.
 AK6864
 AK6864                          STATION RECOVERY (1997)
 AK6864
 AK6864'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AK6864'RECOVERED AS DESCRIBED.
 AK6864
 AK6864                          STATION RECOVERY (2004)
 AK6864
 AK6864'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RMC)
 AK6864'GAS STATION REFERNCED IN EARLIER DESCRIPTIONS IS NOW A SUNOCO.  AREA
 AK6864'IS UNDER CONSTRUCTION AT THIS TIME.  RM 5 HAS BEEN TIPPED DURING
 AK6864'CONSTRUCTION.  TREES TO THE SOUTH AND WEST MAKE GPS VISIBILITY
 AK6864'MARGINAL.
 AK6864
 AK6864                          STATION RECOVERY (2005)
 AK6864
 AK6864'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AK6864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB3488 ***********************************************************************
 AB3488  DESIGNATION -  APOPKA RM 5
 AB3488  PID         -  AB3488
 AB3488  STATE/COUNTY-  FL/ORANGE
 AB3488  USGS QUAD   -  APOPKA (1980)
 AB3488
 AB3488                         *CURRENT SURVEY CONTROL
 AB3488  ___________________________________________________________________
 AB3488* NAD 83(1986)-  28 40 39.     (N)    081 31 07.     (W)     SCALED    
 AB3488* NAVD 88     -        46.970  (meters)     154.10   (feet)  ADJUSTED  
 AB3488  ___________________________________________________________________
 AB3488  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AB3488  DYNAMIC HT  -          46.903 (meters)     153.88  (feet)  COMP
 AB3488  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 AB3488
 AB3488  VERT ORDER  -  SECOND    CLASS I
 AB3488
 AB3488.The horizontal coordinates were scaled from a topographic map and have
 AB3488.an estimated accuracy of +/- 6 seconds.
 AB3488
 AB3488.The orthometric height was determined by differential leveling
 AB3488.and adjusted by the National Geodetic Survey in September 1996..
 AB3488
 AB3488.The geoid height was determined by GEOID03.
 AB3488
 AB3488.The dynamic height is computed by dividing the NAVD 88
 AB3488.geopotential number by the normal gravity value computed on the
 AB3488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3488.degrees latitude (g = 980.6199 gals.).
 AB3488
 AB3488.The modeled gravity was interpolated from observed gravity values.
 AB3488
 AB3488;                    North         East    Units  Estimated Accuracy
 AB3488;SPC FL E     -   481,400.      149,310.      MT  (+/- 180 meters Scaled)
 AB3488
 AB3488                          SUPERSEDED SURVEY CONTROL
 AB3488
 AB3488.No superseded survey control is available for this station.
 AB3488
 AB3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM493723(NAD 83)
 AB3488_MARKER: DR = REFERENCE MARK DISK
 AB3488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3488_STAMPING: APOPKA NO 5 1935
 AB3488_MARK LOGO: CGS   
 AB3488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3488+STABILITY: SURFACE MOTION
 AB3488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3488+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 AB3488
 AB3488  HISTORY     - Date     Condition        Report By
 AB3488  HISTORY     - 1961     MONUMENTED       CGS
 AB3488  HISTORY     - 1986     POOR             USPSQD
 AB3488  HISTORY     - 19940213 GOOD             NGS
 AB3488  HISTORY     - 19970405 GOOD             FLDEP
 AB3488  HISTORY     - 20040203 POOR             WOOLPT
 AB3488
 AB3488                          STATION DESCRIPTION
 AB3488
 AB3488'DESCRIBED BY US POWER SQUADRON 1986 (JD)
 AB3488'MARK RECOVERED IN POOR CONDITION.
 AB3488
 AB3488                          STATION RECOVERY (1994)
 AB3488
 AB3488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB3488'THE STATION IS ON THE NORTHWEST SIDE OF APOPKA ON THE NORTHWEST SIDE
 AB3488'OF A FINA GAS STATION, NEAR THE INTERSECTION OF U.S.  HIGHWAY 441
 AB3488'(MAIN STREET OR ORANGE BLOSSOM TRAIL) AND MARSHALL LAKE ROAD IN
 AB3488'SECTION 9, TOWNSHIP 21 SOUTH, RANGE 28 EAST.  TO REACH THE STATION
 AB3488'FROM CITY HALL IN APOPKA ON U.S HIGHWAY 441 (MAIN STREET OR ORANGE
 AB3488'BLOSSOM TRAIL) , GO NORTHWESTERLY ON U.S.  HIGHWAY 441 (MAIN STREET OR
 AB3488'ORANGE BLOSSOM TRAIL) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AB3488'COUNTY ROAD 435 (PARK AVENUE) , CONTINUE NORTHWESTERLY ON U.S. HIGHWAY
 AB3488'441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.60 MI (0.97 KM) TO THE
 AB3488'JUNCTION OF MARSHALL LAKE ROAD ON THE RIGHT, CONTINIUE NORTHWESTERLY
 AB3488'ON U.S.  HIGHWAY 441 (MAIN STRRET OR ORANGE BLOSSOM TRAIL) FOR 0.10 MI
 AB3488'(0.16 KM) TO THE STATION ON THE LEFT SET IN THE TOP OF A SQUARE
 AB3488'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AB3488'GROUND AND 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE U.S.  HIGHWAY 441
 AB3488'(MAIN STREET OR ORANGE BLOSSOM TRAIL) , 74.2 FT (22.6 M) SOUTHWEST OF
 AB3488'THE SOUTH CURB OF U.S.  HIGHWAY 441 (MAIN STREET OR ORANGE BLOSSOM
 AB3488'TRAIL) , 67.3 FT (20.5 M) SOUTHWEST OF POWER POLE NUMBER 927734, 56.7
 AB3488'FT (17.3 M) SOUTHWEST OF STATION APOPKA AND 1.2 FT (0.4 M) EAST OF A
 AB3488'METAL WITNESS POST.
 AB3488
 AB3488                          STATION RECOVERY (1997)
 AB3488
 AB3488'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AB3488'RECOVERED AS DESCRIBED.
 AB3488
 AB3488                          STATION RECOVERY (2004)
 AB3488
 AB3488'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RMC)
 AB3488'AREA IS UNDER CONSTRUCTION.  GAS STATION REFERENCED IS NOW A SUNOCO.
 AB3488'STATION WAS TIPPED DURING CONSTRUCTION.  SHOULD BE CONSIDERED UNUSABLE
 AB3488' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB3489 ***********************************************************************
 AB3489  DESIGNATION -  APOPKA RM 6
 AB3489  PID         -  AB3489
 AB3489  STATE/COUNTY-  FL/ORANGE
 AB3489  USGS QUAD   -  APOPKA (1980)
 AB3489
 AB3489                         *CURRENT SURVEY CONTROL
 AB3489  ___________________________________________________________________
 AB3489* NAD 83(1986)-  28 40 39.     (N)    081 31 07.     (W)     SCALED    
 AB3489* NAVD 88     -        46.726  (meters)     153.30   (feet)  ADJUSTED  
 AB3489  ___________________________________________________________________
 AB3489  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AB3489  DYNAMIC HT  -          46.660 (meters)     153.08  (feet)  COMP
 AB3489  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 AB3489
 AB3489  VERT ORDER  -  SECOND    CLASS I
 AB3489
 AB3489.The horizontal coordinates were scaled from a topographic map and have
 AB3489.an estimated accuracy of +/- 6 seconds.
 AB3489
 AB3489.The orthometric height was determined by differential leveling
 AB3489.and adjusted by the National Geodetic Survey in November 2003..
 AB3489
 AB3489.The geoid height was determined by GEOID03.
 AB3489
 AB3489.The dynamic height is computed by dividing the NAVD 88
 AB3489.geopotential number by the normal gravity value computed on the
 AB3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3489.degrees latitude (g = 980.6199 gals.).
 AB3489
 AB3489.The modeled gravity was interpolated from observed gravity values.
 AB3489
 AB3489;                    North         East    Units  Estimated Accuracy
 AB3489;SPC FL E     -   481,400.      149,310.      MT  (+/- 180 meters Scaled)
 AB3489
 AB3489                          SUPERSEDED SURVEY CONTROL
 AB3489
 AB3489  NAVD 88 (09/23/96)   46.728  (m)          153.31   (f) UNKNOWN     2 1
 AB3489
 AB3489.Superseded values are not recommended for survey control.
 AB3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3489.See file dsdata.txt to determine how the superseded data were derived.
 AB3489
 AB3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM493723(NAD 83)
 AB3489_MARKER: DR = REFERENCE MARK DISK
 AB3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3489_STAMPING: APOPKA NO 6 1935
 AB3489_MARK LOGO: CGS   
 AB3489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3489+STABILITY: SURFACE MOTION
 AB3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3489+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 AB3489
 AB3489  HISTORY     - Date     Condition        Report By
 AB3489  HISTORY     - 1961     MONUMENTED       CGS
 AB3489  HISTORY     - 1986     GOOD             USPSQD
 AB3489  HISTORY     - 19940213 GOOD             NGS
 AB3489  HISTORY     - 19970405 GOOD             FLDEP
 AB3489
 AB3489                          STATION DESCRIPTION
 AB3489
 AB3489'DESCRIBED BY US POWER SQUADRON 1986 (JD)
 AB3489'RECOVERED IN GOOD CONDITION.
 AB3489
 AB3489                          STATION RECOVERY (1994)
 AB3489
 AB3489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB3489'THE STATION IS ON THE NORTHWEST SIDE OF APOPKA ON THE NORTHWEST SIDE
 AB3489'OF A FINA GAS STATION, NEAR THE INTERSECTION OF U.S.  HIGHWAY 441
 AB3489'(MAIN STREET OR ORANGE BLOSSOM TRAIL) AND MARSHALL LAKE ROAD IN
 AB3489'SECTION 9, TOWNSHIP 21 SOUTH, RANGE 28 EAST.  TO REACH THE STATION
 AB3489'FROM CITY HALL IN APOPKA ON U.S HIGHWAY 441 (MAIN STREET OR ORANGE
 AB3489'BLOSSOM TRAIL) , GO NORTHWESTERLY ON U.S.  HIGHWAY 441 (MAIN STREET OR
 AB3489'ORANGE BLOSSOM TRAIL) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AB3489'COUNTY ROAD 435 (PARK AVENUE) , CONTINUE NORTHWESTERLY ON U.S. HIGHWAY
 AB3489'441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.60 MI (0.97 KM) TO THE
 AB3489'JUNCTION OF MARSHALL LAKE ROAD ON THE RIGHT, CONTINIUE NORTHWESTERLY
 AB3489'ON U.S.  HIGHWAY 441 (MAIN STRRET OR ORANGE BLOSSOM TRAIL) FOR 0.10 MI
 AB3489'(0.16 KM) TO THE STATION ON THE LEFT SET IN THE TOP OF A SQUARE
 AB3489'CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AB3489'GROUND AND 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE U.S.  HIGHWAY 441
 AB3489'(MAIN STREET OR ORANGE BLOSSOM TRAIL) , 77.9 FT (23.7 M) NORTHWEST OF
 AB3489'POWER POLE NUMBER 927734, 65.5 FT (20.0 M) NORTHWEST OF STATION
 AB3489'APOPKA, 50.6 FT (15.4 M) EAST OF THE EASTERNMOST ONE OF FOUR LEGS FOR
 AB3489'A BILLBOARD NUMBER 66666 WITH A METER ATTACHED AND 0.3 FT (9.1 CM)
 AB3489'SOUTHWEST OF THE SOUTH CURB OF U.S.  HIGHWAY 441 (MAIN STREET OR
 AB3489'ORANGE BLOSSOM TRAIL.
 AB3489
 AB3489                          STATION RECOVERY (1997)
 AB3489
 AB3489'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AB3489'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8344 ***********************************************************************
 AD8344  DESIGNATION -  APPOLLO
 AD8344  PID         -  AD8344
 AD8344  STATE/COUNTY-  FL/PALM BEACH
 AD8344  USGS QUAD   -  PALM BEACH FARMS (1983)
 AD8344
 AD8344                         *CURRENT SURVEY CONTROL
 AD8344  ___________________________________________________________________
 AD8344* NAD 83(1999)-  26 43 13.69930(N)    080 14 56.13934(W)     ADJUSTED  
 AD8344* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 AD8344  ___________________________________________________________________
 AD8344  X           -     965,543.270 (meters)                     COMP
 AD8344  Y           -  -5,618,500.765 (meters)                     COMP
 AD8344  Z           -   2,850,575.902 (meters)                     COMP
 AD8344  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AD8344  ELLIP HEIGHT-         -20.39  (meters)          (07/06/01) GPS OBS
 AD8344  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AD8344
 AD8344  HORZ ORDER  -  FIRST
 AD8344  ELLP ORDER  -  FOURTH    CLASS II
 AD8344
 AD8344.The horizontal coordinates were established by GPS observations
 AD8344.and adjusted by the National Geodetic Survey in July 2001..
 AD8344
 AD8344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8344
 AD8344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8344
 AD8344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8344
 AD8344.The ellipsoidal height was determined by GPS observations
 AD8344.and is referenced to NAD 83.
 AD8344
 AD8344.The geoid height was determined by GEOID03.
 AD8344
 AD8344;                    North         East     Units Scale Factor Converg.
 AD8344;SPC FL E     -   264,654.041   274,727.936   MT  1.00001009   +0 20 15.8
 AD8344;SPC FL E     -   868,285.80    901,336.57   sFT  1.00001009   +0 20 15.8
 AD8344;UTM  17      - 2,955,695.724   574,702.439   MT  0.99966889   +0 20 15.8
 AD8344
 AD8344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8344!SPC FL E     -   1.00000320  x   1.00001009  =   1.00001329
 AD8344!UTM  17      -   1.00000320  x   0.99966889  =   0.99967209
 AD8344
 AD8344                          SUPERSEDED SURVEY CONTROL
 AD8344
 AD8344  NAD 83(1990)-  26 43 13.69853(N)    080 14 56.13770(W) AD(       ) 1
 AD8344  ELLIP H (08/13/93)  -20.38   (m)                       GP(       ) 4 1
 AD8344  NAD 83(1990)-  26 43 13.69815(N)    080 14 56.13798(W) AD(       ) 1
 AD8344  ELLIP H (03/31/93)  -20.38   (m)                       GP(       ) 4 1
 AD8344  NGVD 29 (03/31/93)    6.0    (m)           20.     (f) GPS OBS        
 AD8344
 AD8344.Superseded values are not recommended for survey control.
 AD8344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8344.See file dsdata.txt to determine how the superseded data were derived.
 AD8344
 AD8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7470255696(NAD 83)
 AD8344_MARKER: DD = SURVEY DISK
 AD8344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8344_SP_SET: CONCRETE POST
 AD8344_STAMPING: APPOLLO
 AD8344_MARK LOGO: FL-099
 AD8344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8344+STABILITY: SURFACE MOTION
 AD8344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8344+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991
 AD8344
 AD8344  HISTORY     - Date     Condition        Report By
 AD8344  HISTORY     - UNK      MONUMENTED       FL-099
 AD8344  HISTORY     - 19910810 GOOD             ADRGS
 AD8344  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AD8344
 AD8344                          STATION DESCRIPTION
 AD8344
 AD8344'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8344'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD
 AD8344'(STATE ROUTE 80, US ROUTE 98, US ROUTE 441 TO THE WEST) AND STATE
 AD8344'ROUTE 7 (US ROUTE 441 TO THE SOUTH), GO NORTH ON STATE ROUTE 7 FOR
 AD8344'2.0 MI (3.22 KM) TO OKEECHOBEE BOULEVARD. TURN LEFT AND GO WEST ON
 AD8344'OKEECHOBEE BOULEVARD FOR 2.8 MI (4.51 KM) TO FOLSOM ROAD. TURN RIGHT
 AD8344'AND GO NORTH ON FOLSOM ROAD FOR 0.5 MI (0.80 KM) TO 25TH AVENUE NORTH
 AD8344'. TURN LEFT AND GO WEST ON 25TH AVENUE NORTH FOR 0.25 MI (0.40 KM) TO
 AD8344'G ROAD. TURN RIGHT AND GO NORTH ON G ROAD FOR 0.5 MI (0.80 KM) TO
 AD8344'NORTH ROAD AND THE STATION. THE STATION IS 4 FEET NORTH AND 6 FEET
 AD8344'EAST OF THE CENTER OF THE INTERSECTION.
 AD8344'THE STATION IS EAST 219.26 FT (66.83 M) FROM A NAIL AND TIN TAB IN A
 AD8344'26 INCH PINE, NORTHWEST 78.10 FT (23.80 M) FROM A NAIL AND TIN TAB IN
 AD8344'A 6 INCH PINE, AND NORTHWEST 80.85 FT (24.64 M) FROM A NAIL AND TIN
 AD8344'TAB IN A 28 INCH PINE. THE STATION IS ABOUT 7 FEET SOUTH OF A PALM
 AD8344'BEACH COUNTY SURVEY WITNESS SIGN AND POST, AND IS ABOUT 1.5 FEET
 AD8344'BELOW THE SURFACE OF THE ROAD.
 AD8344
 AD8344                          STATION RECOVERY (2005)
 AD8344
 AD8344'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8345 ***********************************************************************
 AD8345  DESIGNATION -  APWEST
 AD8345  PID         -  AD8345
 AD8345  STATE/COUNTY-  FL/PALM BEACH
 AD8345  USGS QUAD   -  DELRAY BEACH (1983)
 AD8345
 AD8345                         *CURRENT SURVEY CONTROL
 AD8345  ___________________________________________________________________
 AD8345* NAD 83(1999)-  26 24 35.75238(N)    080 04 35.03557(W)     ADJUSTED  
 AD8345* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 AD8345  ___________________________________________________________________
 AD8345  X           -     985,108.810 (meters)                     COMP
 AD8345  Y           -  -5,630,723.608 (meters)                     COMP
 AD8345  Z           -   2,819,800.964 (meters)                     COMP
 AD8345  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 AD8345  ELLIP HEIGHT-         -21.84  (meters)          (07/06/01) GPS OBS
 AD8345  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AD8345
 AD8345  HORZ ORDER  -  FIRST
 AD8345  ELLP ORDER  -  FOURTH    CLASS II
 AD8345
 AD8345.The horizontal coordinates were established by GPS observations
 AD8345.and adjusted by the National Geodetic Survey in July 2001..
 AD8345
 AD8345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8345
 AD8345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8345
 AD8345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8345
 AD8345.The ellipsoidal height was determined by GPS observations
 AD8345.and is referenced to NAD 83.
 AD8345
 AD8345.The geoid height was determined by GEOID03.
 AD8345
 AD8345;                    North         East     Units Scale Factor Converg.
 AD8345;SPC FL E     -   230,359.272   292,142.565   MT  1.00004596   +0 24 39.0
 AD8345;SPC FL E     -   755,770.38    958,471.07   sFT  1.00004596   +0 24 39.0
 AD8345;UTM  17      - 2,921,412.656   592,111.126   MT  0.99970475   +0 24 39.0
 AD8345
 AD8345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8345!SPC FL E     -   1.00000343  x   1.00004596  =   1.00004939
 AD8345!UTM  17      -   1.00000343  x   0.99970475  =   0.99970818
 AD8345
 AD8345:                Primary Azimuth Mark                     Grid Az
 AD8345:SPC FL E     -  T46 47S R43E SECS 4 5 32 33              089 58 14.1
 AD8345:UTM  17      -  T46 47S R43E SECS 4 5 32 33              089 58 14.1
 AD8345
 AD8345|---------------------------------------------------------------------|
 AD8345| PID    Reference Object                     Distance      Geod. Az  |
 AD8345|                                                           dddmmss.s |
 AD8345| AD8608 T46 47S R43E SECS 4 5 32 33         424.551 METERS 0902253.1 |
 AD8345|---------------------------------------------------------------------|
 AD8345
 AD8345                          SUPERSEDED SURVEY CONTROL
 AD8345
 AD8345  NAD 83(1990)-  26 24 35.75094(N)    080 04 35.03447(W) AD(       ) 1
 AD8345  ELLIP H (08/13/93)  -21.85   (m)                       GP(       ) 4 1
 AD8345  NAD 83(1990)-  26 24 35.75111(N)    080 04 35.03414(W) AD(       ) 1
 AD8345  ELLIP H (03/31/93)  -21.85   (m)                       GP(       ) 4 1
 AD8345  NGVD 29 (03/31/93)    4.7    (m)           15.     (f) GPS OBS        
 AD8345
 AD8345.Superseded values are not recommended for survey control.
 AD8345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8345.See file dsdata.txt to determine how the superseded data were derived.
 AD8345
 AD8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9211121413(NAD 83)
 AD8345_MARKER: DD = SURVEY DISK
 AD8345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8345_SP_SET: CONCRETE POST
 AD8345_STAMPING: APWEST
 AD8345_MARK LOGO: FL-099
 AD8345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8345+STABILITY: SURFACE MOTION
 AD8345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8345+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AD8345
 AD8345  HISTORY     - Date     Condition        Report By
 AD8345  HISTORY     - UNK      MONUMENTED       FL-099
 AD8345  HISTORY     - 19910810 GOOD             ADRGS
 AD8345  HISTORY     - 20031229 GOOD             USPSQD
 AD8345  HISTORY     - 20050106 GOOD             USPSQD
 AD8345
 AD8345                          STATION DESCRIPTION
 AD8345
 AD8345'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8345'TO REACH THE STATION FROM THE INTERSECTION OF FEDERAL HIGHWAY (US
 AD8345'ROUTE 1) AND YAMATO ROAD (ALSO KNOWN AS NORTHWEST 51ST STREET) IN
 AD8345'BOCA RATON, GO NORTH ON FEDERAL HIGHWAY FOR 1.0 MI (1.61 KM) TO
 AD8345'BERKLEY STREET. CONTINUE NORTH ON FEDERAL HIGHWAY FOR 0.05 MI
 AD8345'(0.08 KM) TO THE STATION ON THE LEFT. THE STATION IS 23 FEET WEST OF
 AD8345'THE WEST EDGE OF PAVEMENT OF FEDERAL HIGHWAY, 39 FEET NORTH OF THE
 AD8345'CENTERLINE OF A DRIVE LEADING TO THE FIREHOUSE RESTAURANT.
 AD8345'THE STATION IS SOUTHEAST 50.33 FT (15.34 M) FROM A PK AND TIN TAB IN A
 AD8345'PALM TREE, NORTH 38.42 FT (11.71 M) FROM AN X-CUT IN A MANHOLE RIM,
 AD8345'AND NORTH 31.98 FT (9.75 M) FROM AN X-CUT IN A CONCRETE POWER POLE
 AD8345'WITH A PALM BEACH COUNTY SURVEY WITNESS SIGN ATTACHED TO IT.
 AD8345
 AD8345                          STATION RECOVERY (2003)
 AD8345
 AD8345'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8345'FIREHOUSE RESTAURANT CLOSED AND MARK IS APPROX 2 FOOT EAST OF SIDEWALK
 AD8345' 
 AD8345
 AD8345                          STATION RECOVERY (2005)
 AD8345
 AD8345'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0404 ***********************************************************************
 AF0404  DESIGNATION -  ARBUCKLE 1945
 AF0404  PID         -  AF0404
 AF0404  STATE/COUNTY-  FL/HIGHLANDS
 AF0404  USGS QUAD   -  LORIDA (1972)
 AF0404
 AF0404                         *CURRENT SURVEY CONTROL
 AF0404  ___________________________________________________________________
 AF0404* NAD 83(1990)-  27 29 21.87663(N)    081 18 26.35728(W)     ADJUSTED  
 AF0404* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AF0404  ___________________________________________________________________
 AF0404  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AF0404  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AF0404
 AF0404  HORZ ORDER  -  SECOND
 AF0404
 AF0404.The horizontal coordinates were established by classical geodetic methods
 AF0404.and adjusted by the National Geodetic Survey in May 1991..
 AF0404
 AF0404.The orthometric height was scaled from a topographic map.
 AF0404
 AF0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0404
 AF0404.The geoid height was determined by GEOID03.
 AF0404
 AF0404;                    North         East     Units Scale Factor Converg.
 AF0404;SPC FL E     -   349,668.717   169,631.705   MT  0.99995256   -0 08 30.7
 AF0404;SPC FL E     - 1,147,204.78    556,533.35   sFT  0.99995256   -0 08 30.7
 AF0404;UTM  17      - 3,040,681.393   469,642.067   MT  0.99961138   -0 08 30.7
 AF0404
 AF0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0404!SPC FL E     -   1.00000162  x   0.99995256  =   0.99995418
 AF0404!UTM  17      -   1.00000162  x   0.99961138  =   0.99961300
 AF0404
 AF0404:                Primary Azimuth Mark                     Grid Az
 AF0404:SPC FL E     -  CULVERT 1945                             122 09 03.9
 AF0404:UTM  17      -  CULVERT 1945                             122 09 03.9
 AF0404
 AF0404|---------------------------------------------------------------------|
 AF0404| PID    Reference Object                     Distance      Geod. Az  |
 AF0404|                                                           dddmmss.s |
 AF0404| AF0403 CULVERT 1945                        APPROX. 1.1 KM 1220033.2 |
 AF0404|---------------------------------------------------------------------|
 AF0404
 AF0404                          SUPERSEDED SURVEY CONTROL
 AF0404
 AF0404  NAD 83(1986)-  27 29 21.87142(N)    081 18 26.37083(W) AD(       ) 2
 AF0404  NAD 27      -  27 29 20.74609(N)    081 18 27.11729(W) AD(       ) 2
 AF0404
 AF0404.Superseded values are not recommended for survey control.
 AF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0404.See file dsdata.txt to determine how the superseded data were derived.
 AF0404
 AF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6964240681(NAD 83)
 AF0404_MARKER: DD = SURVEY DISK
 AF0404_SETTING: 0 = UNSPECIFIED SETTING
 AF0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0404
 AF0404  HISTORY     - Date     Condition        Report By
 AF0404  HISTORY     - 1945     MONUMENTED       CGS
 AF0404
 AF0404                          STATION DESCRIPTION
 AF0404
 AF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH)
 AF0404'THIS STATION IS LOCATED ABOUT 8-1/2 MILES E OF SEBRING, ALONG AN
 AF0404'OLD ABANDONED DIRT ROAD, IN SECTION 27 OF T. 34 S., R. 30 E.,
 AF0404'NEAR A BRIDGE OVER ARBUCKLE BRANCH.  IT IS 57.0 FEET N OF THE
 AF0404'N END OF THE N WING WALL OF THE BRIDGE, 48 FEET NE OF THE CENTER
 AF0404'LINE OF THE ROAD, 31.0 FEET W OF TRIANGULAR-BLAZED 12-INCH TREE,
 AF0404'AND 9 FEET SW OF A WHITE REFERENCE POST.
 AF0404'
 AF0404'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 AF0404'POST AND PROJECTS 8 INCHES.  UNDERGROUND MARK IS A BRONZE
 AF0404'STATION DISK SET IN CONCRETE.
 AF0404'
 AF0404'TO REACH FROM THE POST OFFICE IN SEBRING, GO 3.6 MILES SE ALONG
 AF0404'STATE HIGHWAY 8 TO A Y-INTERSECTION OF STATE HIGHWAYS 8 AND
 AF0404'587.  CONTINUE SE ALONG STATE HIGHWAY 587 FOR 2.9 MILES TO A
 AF0404'Y-INTERSECTION ABOUT 0.1 MILE SW OF THE MAIN GATE TO HENDRICKS
 AF0404'FIELD.  TURN RIGHT AND GO S ALONG A PAVED ROAD FOR 1.3 MILES TO
 AF0404'A Y-INTERSECTION AND A BEER TAVERN ON THE RIGHT.  TURN LEFT ON
 AF0404'A DIRT ROAD (OLD FT. BASSENGER ROAD) AND GO 6.3 MILES TO THE
 AF0404'SEABOARD AIR LINE RAILWAY.  KEEP RIGHT ALONG TRACKS FOR 0.8
 AF0404'MILE TO A DIRT CROSSROADS.  TURN LEFT, CROSSING TRACK, AND GO N
 AF0404'ALONG A SAND ROAD FOR 0.3 MILE TO A CHURCH.  TURN LEFT AT
 AF0404'CHURCH AND GO 0.3 MILE TO A T-INTERSECTION AND A BRIDGE ON
 AF0404'RIGHT.  TURN RIGHT ACROSS BRIDGE AND GO N 0.4 MILE TO A
 AF0404'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE N FOR 0.5 MILE
 AF0404'TO A CROSSROAD.  TURN LEFT AND GO 3.5 MILES TO A WOODEN BRIDGE
 AF0404'OVER ARBUCKLE BRANCH AND STATION SITE ON THE RIGHT.
 AF0404'
 AF0404'NOTE--AFTER LEAVING PAVED ROAD THE SAND ROAD AND TRACK ROADS
 AF0404'ARE VERY ROUGH, SANDY, AND DEEP-RUTTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5112 ***********************************************************************
 AF5112  DESIGNATION -  ARCADIA
 AF5112  PID         -  AF5112
 AF5112  STATE/COUNTY-  FL/DE SOTO
 AF5112  USGS QUAD   -  ARCADIA (1988)
 AF5112
 AF5112                         *CURRENT SURVEY CONTROL
 AF5112  ___________________________________________________________________
 AF5112* NAD 83(1986)-  27 12 53.     (N)    081 51 30.     (W)     SCALED    
 AF5112* NAVD 88     -        19.222  (meters)      63.06   (feet)  ADJUSTED  
 AF5112  ___________________________________________________________________
 AF5112  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AF5112  DYNAMIC HT  -          19.193 (meters)      62.97  (feet)  COMP
 AF5112  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AF5112
 AF5112  VERT ORDER  -  FIRST     CLASS II
 AF5112
 AF5112.The horizontal coordinates were scaled from a topographic map and have
 AF5112.an estimated accuracy of +/- 6 seconds.
 AF5112
 AF5112.The orthometric height was determined by differential leveling
 AF5112.and adjusted by the National Geodetic Survey in June 1991..
 AF5112
 AF5112.The geoid height was determined by GEOID03.
 AF5112
 AF5112.The dynamic height is computed by dividing the NAVD 88
 AF5112.geopotential number by the normal gravity value computed on the
 AF5112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5112.degrees latitude (g = 980.6199 gals.).
 AF5112
 AF5112.The modeled gravity was interpolated from observed gravity values.
 AF5112
 AF5112;                    North         East    Units  Estimated Accuracy
 AF5112;SPC FL W     -   319,200.      214,030.      MT  (+/- 180 meters Scaled)
 AF5112
 AF5112                          SUPERSEDED SURVEY CONTROL
 AF5112
 AF5112  NGVD 29 (09/01/92)   19.563  (m)           64.18   (f) ADJUSTED    1 2
 AF5112
 AF5112.Superseded values are not recommended for survey control.
 AF5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5112.See file dsdata.txt to determine how the superseded data were derived.
 AF5112
 AF5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML150105(NAD 83)
 AF5112_MARKER: DB = BENCH MARK DISK
 AF5112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF5112_SP_SET: CONCRETE BASE
 AF5112_STAMPING: ARCADIA 1932 64.170
 AF5112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF5112
 AF5112  HISTORY     - Date     Condition        Report By
 AF5112  HISTORY     - 1932     MONUMENTED       CGS
 AF5112  HISTORY     - 1958     GOOD             NGS
 AF5112  HISTORY     - 1964     GOOD             NGS
 AF5112  HISTORY     - 1979     GOOD             NGS
 AF5112  HISTORY     - 19960411 MARK NOT FOUND   USPSQD
 AF5112  HISTORY     - 20010715 GOOD             USPSQD
 AF5112
 AF5112                          STATION DESCRIPTION
 AF5112
 AF5112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AF5112'AT ARCADIA.
 AF5112'AT ARCADIA, 46 FT. SOUTH OF THE SOUTHEAST CORNER OF THE
 AF5112'COURTHOUSE, 61 FT. NORTH OF THE NORTH CURB OF EAST OAK STREET,
 AF5112'99 FT. WEST OF THE WEST CURB OF NORTH VOLUSIA STREET, SET IN THE
 AF5112'TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE FLAGPOLE.
 AF5112
 AF5112                          STATION RECOVERY (1964)
 AF5112
 AF5112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AF5112'RECOVERED IN GOOD CONDITION.
 AF5112
 AF5112                          STATION RECOVERY (1979)
 AF5112
 AF5112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AF5112'RECOVERED IN GOOD CONDITION.
 AF5112
 AF5112                          STATION RECOVERY (1996)
 AF5112
 AF5112'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5112'MARK NOT FOUND.
 AF5112
 AF5112                          STATION RECOVERY (2001)
 AF5112
 AF5112'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5112'STATION SAME FLAGPOLE MOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0452 ***********************************************************************
 AF0452  DESIGNATION -  ARCADIA FLA PWR AND LT RAD MST
 AF0452  PID         -  AF0452
 AF0452  STATE/COUNTY-  FL/DE SOTO
 AF0452  USGS QUAD   -  ARCADIA (1988)
 AF0452
 AF0452                         *CURRENT SURVEY CONTROL
 AF0452  ___________________________________________________________________
 AF0452* NAD 83(1990)-  27 13 11.82456(N)    081 51 30.91449(W)     ADJUSTED  
 AF0452* NAVD 88     -                                                        
 AF0452  ___________________________________________________________________
 AF0452  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AF0452  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AF0452
 AF0452  HORZ ORDER  -  THIRD
 AF0452
 AF0452.The horizontal coordinates were established by classical geodetic methods
 AF0452.and adjusted by the National Geodetic Survey in May 1991..
 AF0452
 AF0452
 AF0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0452
 AF0452.The geoid height was determined by GEOID03.
 AF0452
 AF0452;                    North         East     Units Scale Factor Converg.
 AF0452;SPC FL W     -   319,782.281   214,007.669   MT  0.99994360   +0 03 52.9
 AF0452;SPC FL W     - 1,049,152.37    702,123.49   sFT  0.99994360   +0 03 52.9
 AF0452;UTM  17      - 3,011,088.643   414,979.592   MT  0.99968923   -0 23 33.9
 AF0452
 AF0452                          SUPERSEDED SURVEY CONTROL
 AF0452
 AF0452  NAD 83(1986)-  27 13 11.82614(N)    081 51 30.93001(W) AD(       ) 4
 AF0452  NAD 27      -  27 13 10.65131(N)    081 51 31.62954(W) AD(       ) 3
 AF0452
 AF0452.Superseded values are not recommended for survey control.
 AF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0452.See file dsdata.txt to determine how the superseded data were derived.
 AF0452
 AF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1498011089(NAD 83)
 AF0452_MARKER: 42 = RADIO/TV MAST
 AF0452
 AF0452  HISTORY     - Date     Condition        Report By
 AF0452  HISTORY     - 1956     FIRST OBSERVED   CGS
 AF0452  HISTORY     - 19960411 GOOD             USPSQD
 AF0452  HISTORY     - 20010715 GOOD             USPSQD
 AF0452
 AF0452                          STATION DESCRIPTION
 AF0452
 AF0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AF0452'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE RAILROAD
 AF0452'STATION IN ARCADIA.  IT IS A STEEL STRUCTURE, PAINTED ORANGE
 AF0452'AND WHITE, AND APPROXIMATELY 150 FEET HIGH.
 AF0452'
 AF0452'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 AF0452
 AF0452                          STATION RECOVERY (1996)
 AF0452
 AF0452'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0452'RECOVERED IN GOOD CONDITION.
 AF0452
 AF0452                          STATION RECOVERY (2001)
 AF0452
 AF0452'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0454 ***********************************************************************
 AF0454  DESIGNATION -  ARCADIA NEW MUN TANK
 AF0454  PID         -  AF0454
 AF0454  STATE/COUNTY-  FL/DE SOTO
 AF0454  USGS QUAD   -  ARCADIA (1988)
 AF0454
 AF0454                         *CURRENT SURVEY CONTROL
 AF0454  ___________________________________________________________________
 AF0454* NAD 83(1990)-  27 13 10.42410(N)    081 52 26.46521(W)     ADJUSTED  
 AF0454* NAVD 88     -                                                        
 AF0454  ___________________________________________________________________
 AF0454  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AF0454  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AF0454
 AF0454  HORZ ORDER  -  THIRD
 AF0454
 AF0454.The horizontal coordinates were established by classical geodetic methods
 AF0454.and adjusted by the National Geodetic Survey in May 1991..
 AF0454
 AF0454
 AF0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0454
 AF0454.The geoid height was determined by GEOID03.
 AF0454
 AF0454;                    North         East     Units Scale Factor Converg.
 AF0454;SPC FL W     -   319,737.546   212,479.213   MT  0.99994310   +0 03 27.4
 AF0454;SPC FL W     - 1,049,005.60    697,108.88   sFT  0.99994310   +0 03 27.4
 AF0454;UTM  17      - 3,011,056.120   413,451.213   MT  0.99969247   -0 23 59.3
 AF0454
 AF0454                          SUPERSEDED SURVEY CONTROL
 AF0454
 AF0454  NAD 83(1986)-  27 13 10.42574(N)    081 52 26.48012(W) AD(       ) 4
 AF0454  NAD 27      -  27 13 09.24885(N)    081 52 27.17992(W) AD(       ) 3
 AF0454
 AF0454.Superseded values are not recommended for survey control.
 AF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0454.See file dsdata.txt to determine how the superseded data were derived.
 AF0454
 AF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1345111056(NAD 83)
 AF0454_MARKER: 53 = ELEVATED TANK
 AF0454
 AF0454  HISTORY     - Date     Condition        Report By
 AF0454  HISTORY     - 1937     FIRST OBSERVED   CGS
 AF0454  HISTORY     - 1956     GOOD             CGS
 AF0454  HISTORY     - 1958     GOOD             CGS
 AF0454  HISTORY     - 1963     GOOD             CGS
 AF0454  HISTORY     - 19960411 GOOD             USPSQD
 AF0454  HISTORY     - 20010715 GOOD             USPSQD
 AF0454
 AF0454                          STATION DESCRIPTION
 AF0454
 AF0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AF0454'THE STATION IS LOCATED IN THE WEST EDGE OF ARCADIA.  IT IS A
 AF0454'FOUR LEGGED STEEL STRUCTURE, PAINTED SILVER, AND APPROXIMATELY
 AF0454'150 FEET HIGH.
 AF0454'
 AF0454'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 AF0454'
 AF0454'TO REACH FROM THE SOUTHEAST CORNER OF THE POST OFFICE IN
 AF0454'ARCADIA, GO WEST FOR 0.9 MILE, TURN LEFT FOR 0.2 MILE TO THE
 AF0454'STATION ON THE LEFT.
 AF0454
 AF0454                          STATION RECOVERY (1958)
 AF0454
 AF0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AF0454'THIS STATION IS LOCATED AT ARCADIA, IN THE WEST PART OF TOWN,
 AF0454'50 YARDS SOUTH OF WEST OAK STREET, 70 YARDS WEST OF THE WEST
 AF0454'EDGE OF LAKE KATHERINE.  IT IS THE CENTER OF THE TOP OF A SILVER
 AF0454'COLORED STEEL WATER TANK.
 AF0454
 AF0454                          STATION RECOVERY (1963)
 AF0454
 AF0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AF0454'THE STATION IS LOCATED ON THE WEST EDGE OF ARCADIA.  THE TANK
 AF0454'SUPPORTED BY A 4-LEGGED STRUCTURE, IS PAINTED SILVER AND IS
 AF0454'APPROXIMATELY 150 FEET HIGH.
 AF0454'
 AF0454'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE ROAD 70
 AF0454'IN ARCADIA GO WEST ON STATE ROAD 70 FOR 1 MILE TO THE TANK ON
 AF0454'THE LEFT.
 AF0454
 AF0454                          STATION RECOVERY (1996)
 AF0454
 AF0454'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0454'RECOVERED IN GOOD CONDITION.
 AF0454
 AF0454                          STATION RECOVERY (2001)
 AF0454
 AF0454'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0453 ***********************************************************************
 AF0453  DESIGNATION -  ARCADIA OLD MUN TANK
 AF0453  PID         -  AF0453
 AF0453  STATE/COUNTY-  FL/DE SOTO
 AF0453  USGS QUAD   -  ARCADIA (1988)
 AF0453
 AF0453                         *CURRENT SURVEY CONTROL
 AF0453  ___________________________________________________________________
 AF0453* NAD 83(1990)-  27 13 06.57467(N)    081 51 34.50966(W)     ADJUSTED  
 AF0453* NAVD 88     -                                                        
 AF0453  ___________________________________________________________________
 AF0453  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AF0453  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AF0453
 AF0453  HORZ ORDER  -  THIRD
 AF0453
 AF0453.The horizontal coordinates were established by classical geodetic methods
 AF0453.and adjusted by the National Geodetic Survey in May 1991..
 AF0453
 AF0453
 AF0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0453
 AF0453.The geoid height was determined by GEOID03.
 AF0453
 AF0453;                    North         East     Units Scale Factor Converg.
 AF0453;SPC FL W     -   319,620.589   213,908.928   MT  0.99994356   +0 03 51.2
 AF0453;SPC FL W     - 1,048,621.88    701,799.54   sFT  0.99994356   +0 03 51.2
 AF0453;UTM  17      - 3,010,927.785   414,879.588   MT  0.99968944   -0 23 35.5
 AF0453
 AF0453                          SUPERSEDED SURVEY CONTROL
 AF0453
 AF0453  NAD 83(1986)-  27 13 06.57633(N)    081 51 34.52452(W) AD(       ) 4
 AF0453  NAD 27      -  27 13 05.39924(N)    081 51 35.22536(W) AD(       ) 3
 AF0453
 AF0453.Superseded values are not recommended for survey control.
 AF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0453.See file dsdata.txt to determine how the superseded data were derived.
 AF0453
 AF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1488010928(NAD 83)
 AF0453_MARKER: 53 = ELEVATED TANK
 AF0453
 AF0453  HISTORY     - Date     Condition        Report By
 AF0453  HISTORY     - 1937     FIRST OBSERVED   CGS
 AF0453  HISTORY     - 1956     GOOD             CGS
 AF0453  HISTORY     - 1958     GOOD             CGS
 AF0453  HISTORY     - 1963     GOOD             CGS
 AF0453  HISTORY     - 19960411 GOOD             USPSQD
 AF0453  HISTORY     - 20010715 MARK NOT FOUND   USPSQD
 AF0453
 AF0453                          STATION DESCRIPTION
 AF0453
 AF0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AF0453'THE STATION IS LOCATED ABOUT 1/4 MILE NORTH-NORTHEAST OF THE
 AF0453'POST OFFICE IN ARCADIA.  IT IS A FOUR LEGGED STRUCTURE, PAINTED
 AF0453'SILVER, AND APPROXIMATELY 130 FEET HIGH.
 AF0453'
 AF0453'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 AF0453
 AF0453                          STATION RECOVERY (1958)
 AF0453
 AF0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AF0453'THIS STATION IS LOCATED AT ARCADIA, IN THE NORTHEAST PART OF
 AF0453'TOWN, 100 YARDS NORTHEAST OF THE INTERSECTION OF EAST CYPRESS
 AF0453'STREET AND NORTH ROGERS STREET.  IT IS THE CENTER OF THE TOP
 AF0453'OF A SILVER COLORED STEEL WATER TANK.
 AF0453
 AF0453                          STATION RECOVERY (1963)
 AF0453
 AF0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AF0453'THE STATION IS LOCATED APPROXIMATELY 0.25 MILE NORTHEAST OF THE
 AF0453'POST OFFICE IN ARCADIA.  THE TANK, SUPPORTED BY A FOUR-LEGGED
 AF0453'STRUCTURE IS PAINTED SILVER AND IS APPROXIMATELY 130 FEET HIGH.
 AF0453
 AF0453                          STATION RECOVERY (1996)
 AF0453
 AF0453'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0453'RECOVERED IN GOOD CONDITION.
 AF0453
 AF0453                          STATION RECOVERY (2001)
 AF0453
 AF0453'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF0453'TANK HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0451 ***********************************************************************
 AF0451  DESIGNATION -  ARCADIA RADIO STA WAPG MAST
 AF0451  PID         -  AF0451
 AF0451  STATE/COUNTY-  FL/DE SOTO
 AF0451  USGS QUAD   -  ARCADIA (1988)
 AF0451
 AF0451                         *CURRENT SURVEY CONTROL
 AF0451  ___________________________________________________________________
 AF0451* NAD 83(1990)-  27 13 47.56675(N)    081 51 20.18117(W)     ADJUSTED  
 AF0451* NAVD 88     -                                                        
 AF0451  ___________________________________________________________________
 AF0451  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AF0451  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AF0451
 AF0451  HORZ ORDER  -  THIRD
 AF0451
 AF0451.The horizontal coordinates were established by classical geodetic methods
 AF0451.and adjusted by the National Geodetic Survey in May 1991..
 AF0451
 AF0451
 AF0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0451
 AF0451.The geoid height was determined by GEOID03.
 AF0451
 AF0451;                    North         East     Units Scale Factor Converg.
 AF0451;SPC FL W     -   320,882.690   214,301.732   MT  0.99994370   +0 03 57.8
 AF0451;SPC FL W     - 1,052,762.63    703,088.27   sFT  0.99994370   +0 03 57.8
 AF0451;UTM  17      - 3,012,186.390   415,282.355   MT  0.99968859   -0 23 29.5
 AF0451
 AF0451                          SUPERSEDED SURVEY CONTROL
 AF0451
 AF0451  NAD 83(1986)-  27 13 47.56817(N)    081 51 20.19661(W) AD(       ) 4
 AF0451  NAD 27      -  27 13 46.39289(N)    081 51 20.89735(W) AD(       ) 3
 AF0451
 AF0451.Superseded values are not recommended for survey control.
 AF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0451.See file dsdata.txt to determine how the superseded data were derived.
 AF0451
 AF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1528212186(NAD 83)
 AF0451_MARKER: 42 = RADIO/TV MAST
 AF0451
 AF0451  HISTORY     - Date     Condition        Report By
 AF0451  HISTORY     - 1956     FIRST OBSERVED   CGS
 AF0451  HISTORY     - 19960411 GOOD             USPSQD
 AF0451  HISTORY     - 20010715 GOOD             USPSQD
 AF0451
 AF0451                          STATION DESCRIPTION
 AF0451
 AF0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AF0451'THE STATION IS LOCATED AT THE NORTH EDGE OF ARCADIA.  IT IS A
 AF0451'SLENDER STEEL STRUCTURE, PAINTED ORANGE AND WHITE, AND
 AF0451'APPROXIMATELY 200 FEET HIGH.
 AF0451'
 AF0451'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF
 AF0451'MAST.
 AF0451'
 AF0451'TO REACH FROM THE POST OFFICE IN ARCADIA, GO NORTH ON NORTH
 AF0451'POLK STREET FOR 0.5 MILE, TURN RIGHT 1 BLOCK, TURN LEFT (NORTH)
 AF0451'FOR 0.45 MILE, TURN RIGHT FOR 0.15 MILE TO THE STATION.
 AF0451
 AF0451                          STATION RECOVERY (1996)
 AF0451
 AF0451'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0451'RECOVERED IN GOOD CONDITION.
 AF0451
 AF0451                          STATION RECOVERY (2001)
 AF0451
 AF0451'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1432 ***********************************************************************
 AA1432  DESIGNATION -  ARCH
 AA1432  PID         -  AA1432
 AA1432  STATE/COUNTY-  FL/MONROE
 AA1432  USGS QUAD   -  GRASSY KEY (1990)
 AA1432
 AA1432                         *CURRENT SURVEY CONTROL
 AA1432  ___________________________________________________________________
 AA1432* NAD 83(1990)-  24 47 38.42721(N)    080 55 00.03845(W)     ADJUSTED  
 AA1432* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AA1432  ___________________________________________________________________
 AA1432  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AA1432  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AA1432
 AA1432  HORZ ORDER  -  FIRST
 AA1432
 AA1432.The horizontal coordinates were established by classical geodetic methods
 AA1432.and adjusted by the National Geodetic Survey in May 1991..
 AA1432
 AA1432.The orthometric height was scaled from a topographic map.
 AA1432
 AA1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1432
 AA1432.The geoid height was determined by GEOID03.
 AA1432
 AA1432;                    North         East     Units Scale Factor Converg.
 AA1432;SPC FL E     -    51,026.809   208,424.905   MT  0.99994205   +0 02 05.8
 AA1432;SPC FL E     -   167,410.46    683,807.38   sFT  0.99994205   +0 02 05.8
 AA1432;UTM  17      - 2,742,141.381   508,422.031   MT  0.99960088   +0 02 05.8
 AA1432
 AA1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1432!SPC FL E     -   1.00000362  x   0.99994205  =   0.99994567
 AA1432!UTM  17      -   1.00000362  x   0.99960088  =   0.99960450
 AA1432
 AA1432:                Primary Azimuth Mark                     Grid Az
 AA1432:SPC FL E     -  HORSENECK SHOAL BEACON NO 3              003 18 40.9
 AA1432:UTM  17      -  HORSENECK SHOAL BEACON NO 3              003 18 40.9
 AA1432
 AA1432|---------------------------------------------------------------------|
 AA1432| PID    Reference Object                     Distance      Geod. Az  |
 AA1432|                                                           dddmmss.s |
 AA1432| AA1439 HORSENECK SHOAL BEACON NO 3         APPROX. 9.8 KM 0032046.7 |
 AA1432| AA1427 CHANNEL KEY BEACON NO 4             APPROX. 2.7 KM 0102001.2 |
 AA1432| AA1426 CHANNEL KEY BEACON NO 1             APPROX. 2.7 KM 0144334.3 |
 AA1432| AA1420 HORSENECK SHOAL BEACON NO 2         APPROX. 9.1 KM 0193936.5 |
 AA1432| AA1419 HORSENECK SHOAL BEACON NO 1         APPROX. 9.1 KM 0210915.2 |
 AA1432| AA1425 CHANNEL KEY BEACON NO 2A            APPROX. 3.6 KM 0333844.5 |
 AA1432| AA1430 HODGES USE 1934                      21.840 METERS 03804     |
 AA1432| CV7485 ARCH RM 2                            11.790 METERS 03808     |
 AA1432| AA1408 LONG KEY BANK BEACON NO 82          APPROX. 9.8 KM 0640918.6 |
 AA1432| AA1388 LONG KEY VIADUCT SHOAL W BCN        APPROX. 5.1 KM 0650149.2 |
 AA1432| AA1386 LONG KEY BANK N SHOAL BCN 84        APPROX. 8.9 KM 0652326.9 |
 AA1432| AA1405 JAWBONE                             APPROX.10.2 KM 0713711.2 |
 AA1432| AA1411 CAMP 1934                           APPROX. 7.0 KM 0803839.3 |
 AA1432| AA1376 EAST TURTLE SHOAL BEACON NO 45      APPROX. 7.9 KM 1920814.8 |
 AA1432| AA1379 WEST TURTLE SHOAL BEACON NO 47      APPROX.11.7 KM 2062053.7 |
 AA1432| CV7486 ARCH RM 3                            12.975 METERS 22041     |
 AA1432| AA1417 GRASSY KEY BEACON 5                 APPROX. 4.1 KM 2681611.1 |
 AA1432| AA1418 DUCK KEY BEACON 3                   APPROX. 1.1 KM 2762535.2 |
 AA1432| CV7484 ARCH RM 1                            21.976 METERS 31231     |
 AA1432|---------------------------------------------------------------------|
 AA1432
 AA1432                          SUPERSEDED SURVEY CONTROL
 AA1432
 AA1432  NAD 83(1986)-  24 47 38.42383(N)    080 55 00.03065(W) AD(       ) 1
 AA1432  NAD 27      -  24 47 36.92661(N)    080 55 00.78173(W) AD(       ) 1
 AA1432
 AA1432.Superseded values are not recommended for survey control.
 AA1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1432.See file dsdata.txt to determine how the superseded data were derived.
 AA1432
 AA1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0842242141(NAD 83)
 AA1432_MARKER: DS = TRIANGULATION STATION DISK
 AA1432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA1432_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AA1432
 AA1432  HISTORY     - Date     Condition        Report By
 AA1432  HISTORY     - 1934     MONUMENTED       CGS
 AA1432  HISTORY     - 1935     GOOD             CGS
 AA1432  HISTORY     - 1942     SEE DESCRIPTION  USE
 AA1432  HISTORY     - 1958     MARK NOT FOUND   CGS
 AA1432  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AA1432
 AA1432                          STATION DESCRIPTION
 AA1432
 AA1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AA1432'STATION IS LOCATED ON THE NW POINT OF CHANNEL KEY WHICH KEY IS
 AA1432'ABOUT 1 MILE DUE N OF THE W END OF THE LONG KEY VIADUCT IN A
 AA1432'GRASS-COVERED SAND AND SHELL RIDGE WHICH PARALLELS THE THIN FRINGE
 AA1432'OF MANGROVES ON THE HIGH-WATER LINE AT THIS POINT.  LOCATED 17.3
 AA1432'METERS IN FROM THE HIGH-WATER LINE AND 15.3 METERS E OF AN
 AA1432'ISOLATED CLUMP OF MANGROVE IN SAND AND GRASS.
 AA1432'
 AA1432'STATION AND REFERENCE MARKS NO. 2 AND NO. 3 ARE STANDARD BRONZE
 AA1432'DISKS SET IN CONCRETE IN THE TOP OF TILE.
 AA1432'
 AA1432'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 AA1432'HOLE IN OUTCROPPING BEDROCK.
 AA1432'
 AA1432'REFERENCE MARK NO. 1 IS NW OF THE STATION ON THE EXTREME NW POINT
 AA1432'OF THE KEY, 2 METERS OUTSIDE THE HIGH-WATER LINE IN ROCK.  REFERENCE
 AA1432'MARK NO. 2 IS NE OF THE STATION ON THE SAND RIDGE, 12.5 METERS
 AA1432'INSHORE AND PROJECTS 10 INCHES.  REFERENCE MARK NO. 3 IS SW OF THE
 AA1432'STATION ON THE SAND RIDGE 9.5 METERS INSHORE AND PROJECTS 8
 AA1432'INCHES.
 AA1432'
 AA1432'HODGES (U.S.E.) IS TO THE NE BEYOND AND IN APPROXIMATE RANGE WITH
 AA1432'REFERENCE MARK NO. 2.  MARKED BY AN 8-INCH TILE PIPE BELL END UP
 AA1432'AND FILLED WITH CONCRETE THE EXACT POINT BEING INDICATED BY A
 AA1432'HOLE IN THE CONCRETE.  LOCATED IN SAND AND GRASS.
 AA1432'
 AA1432'A 45-FOOT TOWER IS NECESSARY TO SEE TENNESSEE REEF LIGHT AND
 AA1432'STATION SPOIL, 25 FEET IS SUFFICIENT FOR ALL OTHER STATIONS.
 AA1432
 AA1432                          STATION RECOVERY (1935)
 AA1432
 AA1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 AA1432'THIS FIRST-ORDER STATION IS LOCATED ON THE NW SIDE OF CHANNEL KEY,
 AA1432'WHICH IS ABOUT 2 MILES NE OF THE GRASSY KEY FERRY LANDING.  28 FEET
 AA1432'SE OF THE HIGH-WATER MARK ON A SHELL RIDGE.  CHANNEL KEY IS WOODED
 AA1432'WITH MANGROVES TO THE E AND S, BUT N AND W IS GRASSY.
 AA1432'
 AA1432'STATION IS MARKED BY A 6-INCH HOLLOW TILE SET IN CONCRETE WITH A
 AA1432'STANDARD DISK.  IT PROJECTS ABOUT 3 INCHES.
 AA1432'
 AA1432'REFERENCE MARK NO. 1 IS SET IN CORAL ROCK 72.10 FEET NW OF
 AA1432'STATION AND IS COVERED BY WATER AT HIGH TIDE.  REFERENCE MARK
 AA1432'NO. 2 IS 38.68 FEET N OF STATION.  IT PROJECTS 10 INCHES.
 AA1432'REFERENCE MARK NO. 3 IS 42.57 FEET SW OF STATION.  IT PROJECTS 9
 AA1432'INCHES.
 AA1432'
 AA1432'U.S.E.D. 1929 HODGES IS 71.69 FEET NE OF THE STATION.  IT IS
 AA1432'A 6-INCH HOLLOW TILE, BELL-END UP, FILLED WITH CONCRETE, AND
 AA1432'SURROUNDED BY A MASS OF CONCRETE 2 FEET IN DIAMETER.  THE LETTERS
 AA1432'HODGES ARE INSCRIBED IN THE CONCRETE SURROUNDING THE TILE.  A
 AA1432'SMALL DEPRESSION IN THE CENTER MARKS THE POINT, WHILE U.S.E.D.
 AA1432'1929 IS INSCRIBED AROUND IT.  MARK PROJECTS ABOUT 5 INCHES ABOVE
 AA1432'THE GROUND, AND IS 10 FEET SE OF THE HIGH-WATER MARK.
 AA1432'
 AA1432'A 40-FOOT WOODEN TOWER STILL STANDS OVER STATION MARK.
 AA1432
 AA1432                          STATION RECOVERY (1942)
 AA1432
 AA1432'RECOVERY NOTE BY US ENGINEERS 1942
 AA1432'MONUMENT WAS FOUND LYING LOOSELY IN THE WATER.  THE DISK IN THE
 AA1432'MONUMENT WAS CORODED TO SUCH AN EXTENT AS TO BE ALMOST
 AA1432'ILLEGIBLE.  THE DISK IS BEING RETAINED AT THIS OFFICE.
 AA1432'
 AA1432'R.M. NO. 2 WAS RECOVERED AND OCCUPIED.  NEW DESCRIPTION NOT
 AA1432'NECESSARY.
 AA1432
 AA1432                          STATION RECOVERY (1958)
 AA1432
 AA1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AA1432'NEITHER THE STATION NOR THE REFERENCE MARK WERE RECOVERED AFTER A
 AA1432'TWO-HOUR SEARCH BY TWO MEN.  THE MONUMENT (ALMOST INTACT) FOR HODGES
 AA1432'(U.S.E.) WAS FOUND UPENDED.  THE REMAINS OF EITHER THE STATION OR A
 AA1432'REFERENCE MARK WERE FOUND (WITH THE DISK REMOVED) NEAR THE
 AA1432'WATERLINE.  A DRILL HOLE IN THE BEDROCK SURROUNDED BY A THIN
 AA1432'LAYER OF CEMENT (WHICH COULD HAVE BEEN THE POSITION OF REFERENCE
 AA1432'MARK 1) WAS FOUND.
 AA1432'
 AA1432'IT IS BELIEVED THAT ALL MARKS HAVE BEEN DESTROYED.
 AA1432
 AA1432                          STATION RECOVERY (1986)
 AA1432
 AA1432'RECOVERY NOTE BY US POWER SQUADRON 1986 (CCK)
 AA1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7641 ***********************************************************************
 AD7641  DESIGNATION -  ARCH 1928
 AD7641  PID         -  AD7641
 AD7641  STATE/COUNTY-  FL/LEE
 AD7641  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD7641
 AD7641                         *CURRENT SURVEY CONTROL
 AD7641  ___________________________________________________________________
 AD7641* NAD 83(1990)-  26 27 31.47936(N)    081 57 12.00964(W)     ADJUSTED  
 AD7641* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AD7641  ___________________________________________________________________
 AD7641  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AD7641  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AD7641
 AD7641  HORZ ORDER  -  THIRD
 AD7641
 AD7641.The horizontal coordinates were established by classical geodetic methods
 AD7641.and adjusted by the National Geodetic Survey in May 1991..
 AD7641
 AD7641.The orthometric height was scaled from a topographic map.
 AD7641
 AD7641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7641
 AD7641.The geoid height was determined by GEOID03.
 AD7641
 AD7641;                    North         East     Units Scale Factor Converg.
 AD7641;SPC FL W     -   235,437.677   204,653.324   MT  0.99994144   +0 01 14.8
 AD7641;SPC FL W     -   772,431.78    671,433.45   sFT  0.99994144   +0 01 14.8
 AD7641;UTM  17      - 2,926,840.782   404,963.299   MT  0.99971151   -0 25 29.3
 AD7641
 AD7641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7641!SPC FL W     -   1.00000364  x   0.99994144  =   0.99994508
 AD7641!UTM  17      -   1.00000364  x   0.99971151  =   0.99971515
 AD7641
 AD7641                          SUPERSEDED SURVEY CONTROL
 AD7641
 AD7641  NAD 83(1986)-  26 27 31.47824(N)    081 57 12.02301(W) AD(       ) 3
 AD7641  NAD 27      -  26 27 30.19169(N)    081 57 12.69832(W) AD(       ) 3
 AD7641
 AD7641.Superseded values are not recommended for survey control.
 AD7641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7641.See file dsdata.txt to determine how the superseded data were derived.
 AD7641
 AD7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0496326841(NAD 83)
 AD7641
 AD7641  HISTORY     - Date     Condition        Report By
 AD7641  HISTORY     - 1928     FIRST OBSERVED   CGS
 AD7641  HISTORY     - 1970     GOOD             NGS
 AD7641  HISTORY     - 19961203 GOOD             USPSQD
 AD7641  HISTORY     - 19980327 MARK NOT FOUND   USPSQD
 AD7641  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD7641
 AD7641                          STATION DESCRIPTION
 AD7641
 AD7641'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CS)
 AD7641'THE CENTER OF THE STONE ARCHWAY ACROSS THE FORT MYERS - ESTERO
 AD7641'ISLAND HIGHWAY AT THE N END OF ESTERO PASS BRIDGE.
 AD7641
 AD7641                          STATION RECOVERY (1970)
 AD7641
 AD7641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 AD7641'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AD7641'CORRECTION--ESTERO PASS BRIDGE SHOULD BE MATANZAS PASS BRIDGE.
 AD7641
 AD7641                          STATION RECOVERY (1996)
 AD7641
 AD7641'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7641'RECOVERED IN GOOD CONDITION.
 AD7641
 AD7641                          STATION RECOVERY (1998)
 AD7641
 AD7641'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7641'MARK NOT FOUND.
 AD7641
 AD7641                          STATION RECOVERY (2004)
 AD7641
 AD7641'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7641'ARCH HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0395 ***********************************************************************
 AF0395  DESIGNATION -  ARCHBOLD BIOLOGICAL STA TANK
 AF0395  PID         -  AF0395
 AF0395  STATE/COUNTY-  FL/HIGHLANDS
 AF0395  USGS QUAD   -  CHILDS (1972)
 AF0395
 AF0395                         *CURRENT SURVEY CONTROL
 AF0395  ___________________________________________________________________
 AF0395* NAD 83(1990)-  27 10 52.47751(N)    081 21 03.40560(W)     ADJUSTED  
 AF0395* NAVD 88     -                                                        
 AF0395  ___________________________________________________________________
 AF0395  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AF0395  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AF0395
 AF0395  HORZ ORDER  -  THIRD
 AF0395
 AF0395.The horizontal coordinates were established by classical geodetic methods
 AF0395.and adjusted by the National Geodetic Survey in May 1991..
 AF0395
 AF0395
 AF0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0395
 AF0395.The geoid height was determined by GEOID03.
 AF0395
 AF0395;                    North         East     Units Scale Factor Converg.
 AF0395;SPC FL E     -   315,534.226   165,224.830   MT  0.99995610   -0 09 37.1
 AF0395;SPC FL E     - 1,035,215.21    542,075.13   sFT  0.99995610   -0 09 37.1
 AF0395;UTM  17      - 3,006,558.549   465,236.695   MT  0.99961492   -0 09 37.1
 AF0395
 AF0395                          SUPERSEDED SURVEY CONTROL
 AF0395
 AF0395  NAD 83(1986)-  27 10 52.47977(N)    081 21 03.41993(W) AD(       ) 4
 AF0395  NAD 27      -  27 10 51.30346(N)    081 21 04.15937(W) AD(       ) 3
 AF0395
 AF0395.Superseded values are not recommended for survey control.
 AF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0395.See file dsdata.txt to determine how the superseded data were derived.
 AF0395
 AF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6523706559(NAD 83)
 AF0395_MARKER: 53 = ELEVATED TANK
 AF0395
 AF0395  HISTORY     - Date     Condition        Report By
 AF0395  HISTORY     - 1955     FIRST OBSERVED   CGS
 AF0395
 AF0395                          STATION DESCRIPTION
 AF0395
 AF0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 AF0395'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF THE TOWN OF
 AF0395'LAKE-PLACID AND ON PROPERTY OWNED BY THE BIOLOGICAL STATION.  IT
 AF0395'IT IS A ROUND STEEL TANK SUPPORTED BY 4 STEEL LEGS.  PAINTED
 AF0395'SILVER AND 125 FEET HIGH.
 AF0395'
 AF0395'THE POINT INTERSECTED WAS A BALL A-TOP.
 AF0395'
 AF0395'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 70 AND U.S. HIGHWAY
 AF0395'17 AT THE EAST EDGE OF ARCADIA.  GO EASTERLY ON STATE HIGHWAY
 AF0395'70 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY 70 AND 31,
 AF0395'CONTINUE EASTERLY ON STATE HIGHWAY 70 FOR 21.35 MILES TO A
 AF0395'RAILROAD CROSSING.  CONTINUE EASTERLY ON STATE HIGHWAY 70 FOR 0.1
 AF0395'MILE TO THE JUNCTION OF STATE HIGHWAYS 70 AND S-17, TURN RIGHT
 AF0395'(SOUTH) ON STATE HIGHWAY S-17 FOR 1.75 MILES TO A CROSSROADS.
 AF0395'TURN RIGHT (WEST) FOR 0.45 MILE TO A T INTERSECTION.
 AF0395'HERE TURN LEFT (SOUTH) FOR 0.1 MILE AND THE STATION ON THE
 AF0395'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7653 ***********************************************************************
 AF7653  DESIGNATION -  ARCHBOLD GPS 0010
 AF7653  PID         -  AF7653
 AF7653  STATE/COUNTY-  FL/HIGHLANDS
 AF7653  USGS QUAD   -  CHILDS (1972)
 AF7653
 AF7653                         *CURRENT SURVEY CONTROL
 AF7653  ___________________________________________________________________
 AF7653* NAD 83(1999)-  27 10 53.61815(N)    081 21 07.40317(W)     ADJUSTED  
 AF7653* NAVD 88     -        41.9    (meters)     137.     (feet)  VERTCON   
 AF7653  ___________________________________________________________________
 AF7653  X           -     853,720.015 (meters)                     COMP
 AF7653  Y           -  -5,613,188.921 (meters)                     COMP
 AF7653  Z           -   2,896,133.903 (meters)                     COMP
 AF7653  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AF7653  ELLIP HEIGHT-          16.91  (meters)          (05/31/01) GPS OBS
 AF7653  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AF7653
 AF7653  HORZ ORDER  -  FIRST
 AF7653  ELLP ORDER  -  FOURTH    CLASS I
 AF7653
 AF7653.The horizontal coordinates were established by GPS observations
 AF7653.and adjusted by the National Geodetic Survey in May 2001..
 AF7653
 AF7653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7653
 AF7653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7653
 AF7653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7653
 AF7653.The ellipsoidal height was determined by GPS observations
 AF7653.and is referenced to NAD 83.
 AF7653
 AF7653.The geoid height was determined by GEOID03.
 AF7653
 AF7653;                    North         East     Units Scale Factor Converg.
 AF7653;SPC FL E     -   315,569.641   165,114.895   MT  0.99995619   -0 09 39.0
 AF7653;SPC FL E     - 1,035,331.40    541,714.45   sFT  0.99995619   -0 09 39.0
 AF7653;UTM  17      - 3,006,593.952   465,126.797   MT  0.99961501   -0 09 39.0
 AF7653
 AF7653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7653!SPC FL E     -   0.99999734  x   0.99995619  =   0.99995353
 AF7653!UTM  17      -   0.99999734  x   0.99961501  =   0.99961235
 AF7653
 AF7653                          SUPERSEDED SURVEY CONTROL
 AF7653
 AF7653  NAD 83(1990)-  27 10 53.61698(N)    081 21 07.40289(W) AD(       ) 1
 AF7653  ELLIP H (07/22/93)   16.96   (m)                       GP(       ) 4 1
 AF7653  NGVD 29 (07/22/93)   42.2    (m)          138.     (f) GPS OBS        
 AF7653
 AF7653.Superseded values are not recommended for survey control.
 AF7653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7653.See file dsdata.txt to determine how the superseded data were derived.
 AF7653
 AF7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6512706594(NAD 83)
 AF7653_MARKER: I = METAL ROD
 AF7653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF7653_SP_SET: ALUMINUM ALLOY ROD
 AF7653_STAMPING: ARCHBOLD GPS 0010
 AF7653_MARK LOGO: GEOBAS
 AF7653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF7653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7653+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7653
 AF7653  HISTORY     - Date     Condition        Report By
 AF7653  HISTORY     - 1992     MONUMENTED       GEOBAS
 AF7653
 AF7653                          STATION DESCRIPTION
 AF7653
 AF7653'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1992
 AF7653'THE STATION IS LOCATED 34 MI (54.72 KM) NORTHWEST OF MOORE HAVEN AND 8
 AF7653'MI (12.87 KM) SOUTH-SOUTHEAST OF LAKE PLACID, AT THE ARCHBOLD
 AF7653'BIOLOGICAL STATION.
 AF7653'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 AF7653'HIGHWAY 27, GO WEST ON STATE ROAD 70, 1.0 MI (1.61 KM) TO OLD SR 8 ON
 AF7653'THE LEFT, TURN LEFT AND GO SOUTH ON OLD SR 8, 1.85 MI (2.98 KM) TO
 AF7653'THE ARCHBOLD BIOLOGICAL STATION ENTRANCE ROAD ON THE RIGHT, TURN
 AF7653'RIGHT AND GO WEST ON THE ENTRANCE ROAD, 0.4 MI (0.64 KM) TO A PARKING
 AF7653'LOT, TURN LEFT AND GO SOUTH ALONG THE EAST EDGE OF THE PARKING LOT, O
 AF7653'.1 MI (0.16 KM) TO THE STATION ON THE LEFT.
 AF7653'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AF7653'WITH A GEOBASE CONTROL INC LOGO CAP STAMPED ---ARCHBOLD GPS 0010---
 AF7653'THAT IS RECESSED 5-INCHES BELOW THE GROUND AND THE STATION IS
 AF7653'RECESSED 11-INCHES BELOW THE GROUND. IT IS 2.3 FT (0.70 M) NORTH OF
 AF7653'THE NORTH BACK OF CURB OF AN ENTRANCE DRIVE, 6.0 FT (1.83 M) EAST OF
 AF7653'THE EAST BACK OF CURB OF PARKING LOT, 9.0 FT (2.74 M) WEST OF THE
 AF7653'WEST BACK OF CURB OF A PARKING AREA, 14.2 FT (4.33 M) SOUTHEAST OF A
 AF7653'FIRE HYDRANT AND 3.8 FT (1.16 M) SOUTH OF A CARSONITE WITNESS POST.
 AF7653'NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM
 AF7653'ALLOY ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AF7653'REFERENCES--
 AF7653'NAIL AND DISK STAMPED ---SURVEY REF PT PSI LB 3639--- SET IN THE WEST
 AF7653'EDGE OF PAVEMENT OF A PARKING AREA ON A MAGNETIC AZIMUTH OF 68
 AF7653'DEGREES AT 21.23 FT (6.47 M).
 AF7653'NAIL AND DISK ---SURVEY REF PT PSI LB 3639--- SET IN THE SOUTH EDGE OF
 AF7653'PAVEMENT OF AN ENTRANCE DRIVE ON A MAGNETIC AZIMUTH OF 160 DEGREES AT
 AF7653'29.73 FT (9.06 M).
 AF7653'NAIL AND DISK ---SURVEY REF PT PSI LB 3639--- SET IN THE EAST EDGE OF
 AF7653'PAVEMENT OF A PARKING LOT ON A MAGNETIC AZIMUTH OF 288 DEGREES AT
 AF7653'17.18 FT (5.24 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0227 ***********************************************************************
 AR0227  DESIGNATION -  ARCHER
 AR0227  PID         -  AR0227
 AR0227  STATE/COUNTY-  FL/ALACHUA
 AR0227  USGS QUAD   -  ARCHER (1993)
 AR0227
 AR0227                         *CURRENT SURVEY CONTROL
 AR0227  ___________________________________________________________________
 AR0227* NAD 83(1990)-  29 31 55.21347(N)    082 31 24.69267(W)     ADJUSTED  
 AR0227* NAVD 88     -        25.013  (meters)      82.06   (feet)  ADJUSTED  
 AR0227  ___________________________________________________________________
 AR0227  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AR0227  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR0227  DYNAMIC HT  -          24.979 (meters)      81.95  (feet)  COMP
 AR0227  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 AR0227
 AR0227  HORZ ORDER  -  SECOND
 AR0227  VERT ORDER  -  FIRST     CLASS II
 AR0227
 AR0227.The horizontal coordinates were established by classical geodetic methods
 AR0227.and adjusted by the National Geodetic Survey in May 1991..
 AR0227
 AR0227.The orthometric height was determined by differential leveling
 AR0227.and adjusted by the National Geodetic Survey in May 2005..
 AR0227
 AR0227.Photographs are available for this station.
 AR0227
 AR0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR0227
 AR0227.The geoid height was determined by GEOID03.
 AR0227
 AR0227.The dynamic height is computed by dividing the NAVD 88
 AR0227.geopotential number by the normal gravity value computed on the
 AR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0227.degrees latitude (g = 980.6199 gals.).
 AR0227
 AR0227.The modeled gravity was interpolated from observed gravity values.
 AR0227
 AR0227;                    North         East     Units Scale Factor Converg.
 AR0227;SPC FL N     -    60,632.392   791,583.294   MT  1.00000945   +0 59 35.6
 AR0227;SPC FL N     -   198,924.77  2,597,052.86   sFT  1.00000945   +0 59 35.6
 AR0227;UTM  17      - 3,267,897.060   352,365.904   MT  0.99986894   -0 45 03.9
 AR0227
 AR0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR0227!SPC FL N     -   1.00000042  x   1.00000945  =   1.00000987
 AR0227!UTM  17      -   1.00000042  x   0.99986894  =   0.99986936
 AR0227
 AR0227|---------------------------------------------------------------------|
 AR0227| PID    Reference Object                     Distance      Geod. Az  |
 AR0227|                                                           dddmmss.s |
 AR0227| AR0228 ARCHER RM 1                          36.424 METERS 02036     |
 AR0227| AR0647 BRONSON                             APPROX.14.4 KM 2284717.1 |
 AR0227| AR0229 ARCHER RM 2                          33.180 METERS 26254     |
 AR0227| AR1564 ARCHER MAGNETIC STATION              52.999 METERS 29121     |
 AR0227| CW3278 ARCHER AZ MK                                       3172411.7 |
 AR0227|---------------------------------------------------------------------|
 AR0227
 AR0227                          SUPERSEDED SURVEY CONTROL
 AR0227
 AR0227  NAD 83(1986)-  29 31 55.22354(N)    082 31 24.70627(W) AD(       ) 2
 AR0227  NAD 27      -  29 31 54.34000(N)    082 31 25.31900(W) AD(       ) 2
 AR0227  NAVD 88 (06/15/91)   25.008  (m)           82.05   (f) UNKNOWN     1 1
 AR0227  NGVD 29 (??/??/92)   25.258  (m)           82.87   (f) ADJ UNCH    1 1
 AR0227
 AR0227.Superseded values are not recommended for survey control.
 AR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0227.See file dsdata.txt to determine how the superseded data were derived.
 AR0227
 AR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5236667897(NAD 83)
 AR0227_MARKER: DS = TRIANGULATION STATION DISK
 AR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0227_STAMPING: ARCHER 1937
 AR0227_MARK LOGO: CGS   
 AR0227_PROJECTION: FLUSH
 AR0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0227+STABILITY: SURFACE MOTION
 AR0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR0227+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 AR0227
 AR0227  HISTORY     - Date     Condition        Report By
 AR0227  HISTORY     - 1937     MONUMENTED       CGS
 AR0227  HISTORY     - 1963     GOOD             CGS
 AR0227  HISTORY     - 1966     GOOD             CGS
 AR0227  HISTORY     - 1966     GOOD             NGS
 AR0227  HISTORY     - 1988     GOOD             USPSQD
 AR0227  HISTORY     - 20030824 GOOD             FLDEP
 AR0227
 AR0227                          STATION DESCRIPTION
 AR0227
 AR0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (EBL)
 AR0227'STATION IS IN THE TOWN OF ARCHER, ABOUT 0.35 MILE SW OF THE
 AR0227'INTERSECTION OF STATE HIGHWAYS 5 AND 13, IN AN OPEN LOT
 AR0227'COVERED WITH GRASS, SURROUNDED BY LARGE OAK TREES.  IT IS 36
 AR0227'FEET N OF A SAND STREET, AND 66 FEET W OF SAND STREET IN NW
 AR0227'CORNER OF THE INTERSECTION.  MARK PROJECTS 3 INCHES.
 AR0227'
 AR0227'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AR0227'BRONZE DISKS SET IN CONCRETE.
 AR0227'
 AR0227'REFERENCE MARK NO.1 IS NE OF THE STATION, ABOUT 15 FEET W OF
 AR0227'CENTER LINE OF SAND STREET AND PROJECTS 3 INCHES.
 AR0227'
 AR0227'REFERENCE MARK NO.2 IS WNW OF STATION ABOUT 20 FEET N OF CENTER
 AR0227'LINE OF SAND STREET AND PROJECTS 3 INCHES.
 AR0227'
 AR0227'AZIMUTH MARK IS NNW OF STATION, ABOUT 0.2 MILE, ON S SIDE OF
 AR0227'STATE HIGHWAY 13, 37 FEET SE OF THE CENTER LINE.  A SMALL
 AR0227'CLUMP OF WILLOWS GROWING NEAR THE LINE TO THE AZIMUTH MARK MAY
 AR0227'NECESSITATE SOME CLEARING IN THE FUTURE.  IT IS 0.1 MILE W
 AR0227'FROM THE INTERSECTION OF THE SAND STREET AND STATE HIGHWAY
 AR0227'13.  MARK PROJECTS 3 INCHES.
 AR0227'
 AR0227'MAGNETIC STATION IS NW OF STATION, AT ABOUT THE CENTER OF THE
 AR0227'OPEN LOT.  IT IS MARKED BY A STANDARD MAGNETIC STATION MARK SET
 AR0227'IN A 6-INCH CONCRETE POST.
 AR0227'
 AR0227'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 AR0227'5 AND 13, GO W ON HIGHWAY 13 FOR 0.3 MILE TO SAND CROSS ROAD,
 AR0227'TURN S AND GO 0.2 MILE TO STATION.
 AR0227'
 AR0227'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AR0227
 AR0227                          STATION RECOVERY (1963)
 AR0227
 AR0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AR0227'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AR0227'GOOD CONDITION.  THE MAGNETIC STATION AND AZIMUTH MARK WERE
 AR0227'NOT RECOVERED AFTER A THOROUGH SEARCH.
 AR0227'
 AR0227'THE STATION IS LOCATED IN THE TOWN OF ARCHER, IN AN OPEN LOT
 AR0227'SURROUNDED BY LARGE CEDAR TREES AND ABOUT 250 FEET NORTHEAST
 AR0227'OF THE RAILROAD STATION.
 AR0227'
 AR0227'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 AR0227'STATE HIGHWAY 24 IN ARCHER, GO SOUTHWEST ON HIGHWAY 24 FOR 0.3
 AR0227'MILE TO A ROAD, LEFT.  TURN LEFT AND GO 0.15 MILE SOUTH TO THE
 AR0227'FIRST STREET, RIGHT, AND THE STATION.
 AR0227'
 AR0227'THE STATION MARK, A STANDARD DISK STAMPED ARCHER 1937, SET
 AR0227'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AR0227'GROUND, IS IN FRONT OF A NUMBER OF SMALL CONCRETE FOUNDATION
 AR0227'POSTS, 63 FEET NORTH OF THE CENTER OF THE ROAD, 35 FEET EAST OF
 AR0227'THE CENTER OF A NORTH-SOUTH ROAD AND 1.5 FEET NORTH OF A WITNESS
 AR0227'SIGN.
 AR0227'
 AR0227'REFERENCE MARK 1, A STANDARD DISK STAMPED ARCHER NO 1 1937,
 AR0227'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 AR0227'THE GROUND, IS 21 FEET NORTH OF THE CENTER OF THE ROAD AND 7
 AR0227'FEET WEST OF A 20-INCH CEDAR TREE (FOURTH TREE EAST OF THE
 AR0227'ROAD INTERSECTION).
 AR0227'
 AR0227'REFERENCE MARK 2, A STANDARD DISK STAMPED ARCHER NO 2 1937,
 AR0227'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH
 AR0227'WITH THE GROUND, IS 24 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 AR0227'ROAD, 100 FEET SOUTH OF A ROAD TO THE NORTH AND 5 FEET WEST
 AR0227'OF A 20-INCH OAK TREE.
 AR0227
 AR0227                          STATION RECOVERY (1966)
 AR0227
 AR0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 AR0227'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION,
 AR0227'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT
 AR0227'RECOVERED ON THIS DATE.
 AR0227
 AR0227                          STATION RECOVERY (1966)
 AR0227
 AR0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AR0227'AT ARCHER.
 AR0227'AT ARCHER, ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 24 FROM THE
 AR0227'INTERSECTION OF U.S. HIGHWAY 41, THENCE ABOUT 0.15 MILE SOUTH
 AR0227'ALONG A BLACK TOPPED STREET, ABOUT 100 YARDS NORTHWEST OF THE
 AR0227'SEABOARD AIR LINE RAILROAD STATION, AT THE SOUTHEAST CORNER OF A
 AR0227'VACANT LOT, 74 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 AR0227'THE NORTH-SOUTH STREET AND A BLACK TOPPED STREET LEADING WEST,
 AR0227'62.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH STREET, 38
 AR0227'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST STREET, 48 FEET
 AR0227'SOUTHWEST OF THE SOUTH ONE OF THREE CEDAR TREES, 1.3 FEET WEST
 AR0227'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET
 AR0227'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AR0227
 AR0227                          STATION RECOVERY (1988)
 AR0227
 AR0227'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AR0227'RECOVERED IN GOOD CONDITION.
 AR0227
 AR0227                          STATION RECOVERY (2003)
 AR0227
 AR0227'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1360 ***********************************************************************
 AR1360  DESIGNATION -  ARCHER 1932
 AR1360  PID         -  AR1360
 AR1360  STATE/COUNTY-  FL/ALACHUA
 AR1360  USGS QUAD   -  ARCHER (1993)
 AR1360
 AR1360                         *CURRENT SURVEY CONTROL
 AR1360  ___________________________________________________________________
 AR1360* NAD 83(1986)-  29 32 02.     (N)    082 31 09.     (W)     SCALED    
 AR1360* NAVD 88     -        26.502  (meters)      86.95   (feet)  POSTED    
 AR1360  ___________________________________________________________________
 AR1360  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR1360  DYNAMIC HT  -          26.470 (meters)      86.84  (feet)  COMP
 AR1360  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 AR1360
 AR1360  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AR1360
 AR1360.The horizontal coordinates were scaled from a topographic map and have
 AR1360.an estimated accuracy of +/- 6 seconds.
 AR1360
 AR1360.The orthometric height was determined by differential leveling
 AR1360.and adjusted by the National Geodetic Survey in 1992..
 AR1360.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AR1360.rate of 1.1 thru 2.0 mm/km.
 AR1360
 AR1360.The geoid height was determined by GEOID03.
 AR1360
 AR1360.The dynamic height is computed by dividing the NAVD 88
 AR1360.geopotential number by the normal gravity value computed on the
 AR1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1360.degrees latitude (g = 980.6199 gals.).
 AR1360
 AR1360.The modeled gravity was interpolated from observed gravity values.
 AR1360
 AR1360;                    North         East    Units  Estimated Accuracy
 AR1360;SPC FL N     -    60,850.      792,000.      MT  (+/- 180 meters Scaled)
 AR1360
 AR1360                          SUPERSEDED SURVEY CONTROL
 AR1360
 AR1360  NGVD 29 (??/??/92)   26.77   (m)           87.8    (f) COMPUTED    1 2
 AR1360
 AR1360.Superseded values are not recommended for survey control.
 AR1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1360.See file dsdata.txt to determine how the superseded data were derived.
 AR1360
 AR1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN527681(NAD 83)
 AR1360_MARKER: DD = SURVEY DISK
 AR1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1360_STAMPING: I75 73 A24
 AR1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1360+STABILITY: SURFACE MOTION
 AR1360
 AR1360  HISTORY     - Date     Condition        Report By
 AR1360  HISTORY     - 1932     MONUMENTED       CGS
 AR1360  HISTORY     - 1973     GOOD             FLDT
 AR1360
 AR1360                          STATION DESCRIPTION
 AR1360
 AR1360'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AR1360'7.8 MI SW FROM OCALA.
 AR1360'FROM THE INTERSECTION OF STATE ROAD 200 AND U.S. ROUTE 301 IN
 AR1360'OCALA, PROCEED SOUTHWEST ON STATE ROAD 200 FOR ABOUT 3.6 MILES
 AR1360'TO INTERSTATE ROUTE 75, THEN SOUTH ON INTERSTATE ROUTE 75 FOR
 AR1360'ABOUT 4.2 MILES AND STATION MARK, WHICH IS SET IN THE TOP OF A
 AR1360'ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 4.6 FEET
 AR1360'EAST OF A METAL WITNESS POST, 4.8 FEET EAST OF THE RIGHT OF WAY
 AR1360'FENCE, AND 99.6 FEET WEST OF THE CENTERLINE OF INTERSTATE ROUTE
 AR1360'75 SOUTHBOUND LANES.  SECTION 23, T 16S, R 21E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1564 ***********************************************************************
 AR1564  DESIGNATION -  ARCHER MAGNETIC STATION
 AR1564  PID         -  AR1564
 AR1564  STATE/COUNTY-  FL/ALACHUA
 AR1564  USGS QUAD   -  ARCHER (1993)
 AR1564
 AR1564                         *CURRENT SURVEY CONTROL
 AR1564  ___________________________________________________________________
 AR1564* NAD 83(1990)-  29 31 55.84019(N)    082 31 26.52585(W)     ADJUSTED  
 AR1564* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AR1564  ___________________________________________________________________
 AR1564  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AR1564  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR1564
 AR1564  HORZ ORDER  -  SECOND
 AR1564
 AR1564.The horizontal coordinates were established by classical geodetic methods
 AR1564.and adjusted by the National Geodetic Survey in May 1991..
 AR1564
 AR1564.The orthometric height was scaled from a topographic map.
 AR1564
 AR1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1564
 AR1564.The geoid height was determined by GEOID03.
 AR1564
 AR1564;                    North         East     Units Scale Factor Converg.
 AR1564;SPC FL N     -    60,650.830   791,533.606   MT  1.00000942   +0 59 34.7
 AR1564;SPC FL N     -   198,985.26  2,596,889.84   sFT  1.00000942   +0 59 34.7
 AR1564;SPC FL W     -   576,127.756   149,204.970   MT  0.99997300   -0 15 29.9
 AR1564;SPC FL W     - 1,890,179.15    489,516.64   sFT  0.99997300   -0 15 29.9
 AR1564;UTM  17      - 3,267,917.000   352,316.806   MT  0.99986912   -0 45 04.9
 AR1564
 AR1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1564!SPC FL N     -   1.00000046  x   1.00000942  =   1.00000988
 AR1564!SPC FL W     -   1.00000046  x   0.99997300  =   0.99997346
 AR1564!UTM  17      -   1.00000046  x   0.99986912  =   0.99986958
 AR1564
 AR1564                          SUPERSEDED SURVEY CONTROL
 AR1564
 AR1564  NAD 83(1986)-  29 31 55.85027(N)    082 31 26.53945(W) AD(       ) 2
 AR1564  NAD 27      -  29 31 54.96700(N)    082 31 27.15200(W) AD(       ) 2
 AR1564
 AR1564.Superseded values are not recommended for survey control.
 AR1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1564.See file dsdata.txt to determine how the superseded data were derived.
 AR1564
 AR1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5231767917(NAD 83)
 AR1564_MARKER: DM = MAGNETIC STATION DISK
 AR1564_SETTING: 0 = UNSPECIFIED SETTING
 AR1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1564
 AR1564  HISTORY     - Date     Condition        Report By
 AR1564  HISTORY     - 1937     MONUMENTED       CGS
 AR1564  HISTORY     - 20030824 MARK NOT FOUND   FLDEP
 AR1564
 AR1564                          STATION DESCRIPTION
 AR1564
 AR1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 AR1564'SEE STATION ARCHER
 AR1564
 AR1564                          STATION RECOVERY (2003)
 AR1564
 AR1564'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1564'MARK WAS NOT FOUND AFTER THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0228 ***********************************************************************
 AR0228  DESIGNATION -  ARCHER RM 1
 AR0228  PID         -  AR0228
 AR0228  STATE/COUNTY-  FL/ALACHUA
 AR0228  USGS QUAD   -  ARCHER (1993)
 AR0228
 AR0228                         *CURRENT SURVEY CONTROL
 AR0228  ___________________________________________________________________
 AR0228* NAD 83(1986)-  29 31 56.     (N)    082 31 23.     (W)     SCALED    
 AR0228* NAVD 88     -        25.205  (meters)      82.69   (feet)  ADJUSTED  
 AR0228  ___________________________________________________________________
 AR0228  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR0228  DYNAMIC HT  -          25.170 (meters)      82.58  (feet)  COMP
 AR0228  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 AR0228
 AR0228  VERT ORDER  -  FIRST     CLASS I
 AR0228
 AR0228.The horizontal coordinates were scaled from a topographic map and have
 AR0228.an estimated accuracy of +/- 6 seconds.
 AR0228
 AR0228.The orthometric height was determined by differential leveling
 AR0228.and adjusted by the National Geodetic Survey in June 1991..
 AR0228
 AR0228.The geoid height was determined by GEOID03.
 AR0228
 AR0228.The dynamic height is computed by dividing the NAVD 88
 AR0228.geopotential number by the normal gravity value computed on the
 AR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0228.degrees latitude (g = 980.6199 gals.).
 AR0228
 AR0228.The modeled gravity was interpolated from observed gravity values.
 AR0228
 AR0228;                    North         East    Units  Estimated Accuracy
 AR0228;SPC FL N     -    60,660.      791,630.      MT  (+/- 180 meters Scaled)
 AR0228
 AR0228                          SUPERSEDED SURVEY CONTROL
 AR0228
 AR0228  NGVD 29 (??/??/92)   25.454  (m)           83.51   (f) ADJ UNCH    1 1
 AR0228
 AR0228.Superseded values are not recommended for survey control.
 AR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0228.See file dsdata.txt to determine how the superseded data were derived.
 AR0228
 AR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN524679(NAD 83)
 AR0228_MARKER: DR = REFERENCE MARK DISK
 AR0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0228_STAMPING: ARCHER NO 1 1937
 AR0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0228+STABILITY: SURFACE MOTION
 AR0228
 AR0228  HISTORY     - Date     Condition        Report By
 AR0228  HISTORY     - 1937     MONUMENTED       CGS
 AR0228  HISTORY     - 1966     GOOD             NGS
 AR0228  HISTORY     - 20030824 MARK NOT FOUND   FLDEP
 AR0228
 AR0228                          STATION DESCRIPTION
 AR0228
 AR0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0228'AT ARCHER.
 AR0228'AT ARCHER, ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 24 FROM THE
 AR0228'INTERSECTION OF U.S. HIGHWAY 41, THENCE ABOUT 0.15 MILE SOUTH
 AR0228'ALONG A BLACK TOPPED STREET, 42 FEET SOUTH OF A FIRE HYDRANT,
 AR0228'21 FEET WEST OF THE CENTER LINE OF THE STREET, 8 FEET SOUTHWEST
 AR0228'OF THE NORTH ONE OF THREE CEDAR TREES, 119.5 FEET NORTH OF
 AR0228'TRIANGULATION STATION ARCHER DESCRIBED, ABOUT LEVEL WITH THE
 AR0228'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AR0228
 AR0228                          STATION RECOVERY (2003)
 AR0228
 AR0228'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0228'MARK WAS NOT FOUND AFTER THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0229 ***********************************************************************
 AR0229  DESIGNATION -  ARCHER RM 2
 AR0229  PID         -  AR0229
 AR0229  STATE/COUNTY-  FL/ALACHUA
 AR0229  USGS QUAD   -  ARCHER (1993)
 AR0229
 AR0229                         *CURRENT SURVEY CONTROL
 AR0229  ___________________________________________________________________
 AR0229* NAD 83(1986)-  29 31 56.     (N)    082 31 23.     (W)     SCALED    
 AR0229* NAVD 88     -        24.429  (meters)      80.15   (feet)  ADJUSTED  
 AR0229  ___________________________________________________________________
 AR0229  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AR0229  DYNAMIC HT  -          24.395 (meters)      80.04  (feet)  COMP
 AR0229  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 AR0229
 AR0229  VERT ORDER  -  FIRST     CLASS II
 AR0229
 AR0229.The horizontal coordinates were scaled from a topographic map and have
 AR0229.an estimated accuracy of +/- 6 seconds.
 AR0229
 AR0229.The orthometric height was determined by differential leveling
 AR0229.and adjusted by the National Geodetic Survey in May 2005..
 AR0229
 AR0229.Photographs are available for this station.
 AR0229
 AR0229.The geoid height was determined by GEOID03.
 AR0229
 AR0229.The dynamic height is computed by dividing the NAVD 88
 AR0229.geopotential number by the normal gravity value computed on the
 AR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0229.degrees latitude (g = 980.6199 gals.).
 AR0229
 AR0229.The modeled gravity was interpolated from observed gravity values.
 AR0229
 AR0229;                    North         East    Units  Estimated Accuracy
 AR0229;SPC FL N     -    60,660.      791,630.      MT  (+/- 180 meters Scaled)
 AR0229
 AR0229                          SUPERSEDED SURVEY CONTROL
 AR0229
 AR0229  NAVD 88 (06/15/91)   24.425  (m)           80.13   (f) UNKNOWN     1 1
 AR0229  NGVD 29 (??/??/92)   24.675  (m)           80.95   (f) ADJ UNCH    1 1
 AR0229
 AR0229.Superseded values are not recommended for survey control.
 AR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0229.See file dsdata.txt to determine how the superseded data were derived.
 AR0229
 AR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN524679(NAD 83)
 AR0229_MARKER: DR = REFERENCE MARK DISK
 AR0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0229_STAMPING: ARCHER NO 2 1937
 AR0229_MARK LOGO: CGS   
 AR0229_PROJECTION: RECESSED 3 CENTIMETERS
 AR0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0229+STABILITY: SURFACE MOTION
 AR0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR0229+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 AR0229
 AR0229  HISTORY     - Date     Condition        Report By
 AR0229  HISTORY     - 1937     MONUMENTED       CGS
 AR0229  HISTORY     - 1966     GOOD             NGS
 AR0229  HISTORY     - 20030824 GOOD             FLDEP
 AR0229
 AR0229                          STATION DESCRIPTION
 AR0229
 AR0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0229'AT ARCHER.
 AR0229'AT ARCHER, ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 24 FROM THE
 AR0229'INTERSECTION OF U.S. HIGHWAY 41, THENCE ABOUT 0.15 MILE SOUTH
 AR0229'ALONG A BLACK TOPPED STREET, 26.0 FEET NORTH OF THE CENTER LINE
 AR0229'OF THE STREET, 4 FEET SOUTH OF A 24-INCH PECAN TREE, 108.8 FEET
 AR0229'WEST OF TRIANGULATION STATION ARCHER DESCRIBED, ABOUT LEVEL
 AR0229'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 AR0229'UNDERGROUND.
 AR0229
 AR0229                          STATION RECOVERY (2003)
 AR0229
 AR0229'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7410 ***********************************************************************
 AF7410  CBN         -  This is a Cooperative Base Network Control Station.
 AF7410  DESIGNATION -  ARCPORT
 AF7410  PID         -  AF7410
 AF7410  STATE/COUNTY-  FL/DE SOTO
 AF7410  USGS QUAD   -  ARCADIA (1988)
 AF7410
 AF7410                         *CURRENT SURVEY CONTROL
 AF7410  ___________________________________________________________________
 AF7410* NAD 83(1999)-  27 11 34.70393(N)    081 50 30.44732(W)     ADJUSTED  
 AF7410* NAVD 88     -        17.5    (meters)      57.     (feet)  GPS OBS   
 AF7410  ___________________________________________________________________
 AF7410  X           -     805,625.780 (meters)                     COMP
 AF7410  Y           -  -5,619,687.900 (meters)                     COMP
 AF7410  Z           -   2,897,247.848 (meters)                     COMP
 AF7410  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AF7410  ELLIP HEIGHT-          -7.04  (meters)          (05/31/01) GPS OBS
 AF7410  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AF7410
 AF7410  HORZ ORDER  -  B
 AF7410  ELLP ORDER  -  FIFTH     CLASS I
 AF7410
 AF7410.This mark is at Arcadia Airport (X06)
 AF7410
 AF7410.The horizontal coordinates were established by GPS observations
 AF7410.and adjusted by the National Geodetic Survey in May 2001..
 AF7410
 AF7410.The orthometric height was determined by GPS observations and a
 AF7410.high-resolution geoid model.
 AF7410
 AF7410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7410
 AF7410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7410
 AF7410.The ellipsoidal height was determined by GPS observations
 AF7410.and is referenced to NAD 83.
 AF7410
 AF7410.The geoid height was determined by GEOID03.
 AF7410
 AF7410;                    North         East     Units Scale Factor Converg.
 AF7410;SPC FL W     -   316,795.100   215,675.221   MT  0.99994421   +0 04 20.3
 AF7410;SPC FL W     - 1,039,351.92    707,594.45   sFT  0.99994421   +0 04 20.3
 AF7410;UTM  17      - 3,008,089.020   416,622.831   MT  0.99968581   -0 23 05.0
 AF7410
 AF7410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7410!SPC FL W     -   1.00000111  x   0.99994421  =   0.99994532
 AF7410!UTM  17      -   1.00000111  x   0.99968581  =   0.99968692
 AF7410
 AF7410:                Primary Azimuth Mark                     Grid Az
 AF7410:SPC FL W     -  ARCPORT AZ MK                            052 18 47.7
 AF7410:UTM  17      -  ARCPORT AZ MK                            052 46 13.0
 AF7410
 AF7410|---------------------------------------------------------------------|
 AF7410| PID    Reference Object                     Distance      Geod. Az  |
 AF7410|                                                           dddmmss.s |
 AF7410| AF7429 ARCPORT AZ MK                       APPROX. 1.1 KM 0522308.0 |
 AF7410|---------------------------------------------------------------------|
 AF7410
 AF7410                          SUPERSEDED SURVEY CONTROL
 AF7410
 AF7410  NAD 83(1990)-  27 11 34.70246(N)    081 50 30.44691(W) AD(       ) B
 AF7410  ELLIP H (09/13/90)   -6.97   (m)                       GP(       ) 4 1
 AF7410  NGVD 29 (09/13/90)   17.8    (m)           58.     (f) GPS OBS        
 AF7410
 AF7410.Superseded values are not recommended for survey control.
 AF7410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7410.See file dsdata.txt to determine how the superseded data were derived.
 AF7410
 AF7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1662308089(NAD 83)
 AF7410_MARKER: I = METAL ROD
 AF7410_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF7410_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AF7410_STAMPING: ARCPORT 1989
 AF7410_MARK LOGO: NGS   
 AF7410_PROJECTION: FLUSH
 AF7410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7410+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AF7410_ROD/PIPE-DEPTH: 12.3 meters
 AF7410_SLEEVE-DEPTH  : 0.91 meters
 AF7410
 AF7410  HISTORY     - Date     Condition        Report By
 AF7410  HISTORY     - 1989     MONUMENTED       NGS
 AF7410  HISTORY     - 19961212 GOOD             USPSQD
 AF7410  HISTORY     - 20010727 GOOD             USPSQD
 AF7410
 AF7410                          STATION DESCRIPTION
 AF7410
 AF7410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AF7410'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHEAST OF ARCADIA, AT
 AF7410'THE ARCADIA MUNICIPAL AIRPORT, BETWEEN RUNWAY 5-23 AND A PAVED
 AF7410'TAXIWAY, IN THE GRASSY AREA AT THE SOUTHWEST END OF RUNWAY.
 AF7410'OWNERSHIP--CITY OF ARCADIA, BOX 351, ARCADIA FL 33821, AIRPORT MANAGER
 AF7410'IS BILL MOSS OR ELMER LINDQUIST, PHONE 813-494-3808, 494-1057,
 AF7410'494-7844.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.
 AF7410'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 70 AND U.S.
 AF7410'HIGHWAY 17, LOCATED AT THE CENTER OF ARCADIA, GO EAST ALONG STATE
 AF7410'ROUTE 70 FOR 1.6 KM (1.00 MI) TO THE JUNCTION OF AN ASPHALT ROAD
 AF7410'(AIRPORT ROAD) ON THE RIGHT AND AT A STOPLIGHT, THEN GO RIGHT, SOUTH,
 AF7410'ALONG AIRPORT ROAD FOR 1.3 KM (0.80 MI) TO THE AIRPORT ACCESS ROAD
 AF7410'(CARNARHAW AVE.) ON THE LEFT, THEN GO LEFT, EAST ALONG THE AIRPORT
 AF7410'ACCESS ROAD FOR ABOUT 0.16 KM (0.10 MI) TO ARCADIA MUNICIPAL AIRPORT
 AF7410'STRAIGHT AHEAD.  PASS TO THE NORTH SIDE OF A PAINTED HANGAR AND THEN
 AF7410'SOUTH THROUGH A METAL GATE AT THE EAST SIDE OF THE HANGAR, THEN GO
 AF7410'ACROSS COUNTRY ALONG GRASSY AREA SOUTHEAST AND ALONG THE NORTHEAST
 AF7410'SIDE OF A TURF RUNWAY FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF A PAVED
 AF7410'TAXIWAY, THEN GO SOUTHWEST ALONG THE PAVED TAXIWAY FOR 0.24 KM
 AF7410'(0.15 MI) TO THE STATION, LOCATED BETWEEN THE TAXIWAY AND THE PAVED
 AF7410'RUNWAY.
 AF7410'LOCATED 32.3 M (106.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 AF7410'RUNWAY, 10.5 M (34.4 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AF7410'TAXIWAY, 7.4 M (24.3 FT) SOUTHEAST OF A PURPLE TAXI LIGHT AND 13.9 M
 AF7410'(45.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF TAXI APPROACH.
 AF7410'DESCRIBED BY G.F. SMITH.
 AF7410
 AF7410                          STATION RECOVERY (1996)
 AF7410
 AF7410'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF7410'RECOVERED IN GOOD CONDITION.
 AF7410
 AF7410                          STATION RECOVERY (2001)
 AF7410
 AF7410'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF7410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7429 ***********************************************************************
 AF7429  DESIGNATION -  ARCPORT AZ MK
 AF7429  PID         -  AF7429
 AF7429  STATE/COUNTY-  FL/DE SOTO
 AF7429  USGS QUAD   -  ARCADIA (1988)
 AF7429
 AF7429                         *CURRENT SURVEY CONTROL
 AF7429  ___________________________________________________________________
 AF7429* NAD 83(1999)-  27 11 55.97658(N)    081 49 59.56952(W)     ADJUSTED  
 AF7429* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 AF7429  ___________________________________________________________________
 AF7429  X           -     806,424.608 (meters)                     COMP
 AF7429  Y           -  -5,619,271.584 (meters)                     COMP
 AF7429  Z           -   2,897,830.519 (meters)                     COMP
 AF7429  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AF7429  ELLIP HEIGHT-          -6.40  (meters)          (12/13/01) GPS OBS
 AF7429  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AF7429
 AF7429  HORZ ORDER  -  FIRST
 AF7429  ELLP ORDER  -  FIFTH     CLASS I
 AF7429
 AF7429.This mark is at Arcadia Airport (X06)
 AF7429
 AF7429.The horizontal coordinates were established by GPS observations
 AF7429.and adjusted by the National Geodetic Survey in December 2001..
 AF7429
 AF7429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7429
 AF7429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7429
 AF7429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7429
 AF7429.The ellipsoidal height was determined by GPS observations
 AF7429.and is referenced to NAD 83.
 AF7429
 AF7429.The geoid height was determined by GEOID03.
 AF7429
 AF7429;                    North         East     Units Scale Factor Converg.
 AF7429;SPC FL W     -   317,450.928   216,524.170   MT  0.99994455   +0 04 34.4
 AF7429;SPC FL W     - 1,041,503.59    710,379.71   sFT  0.99994455   +0 04 34.4
 AF7429;UTM  17      - 3,008,737.887   417,476.763   MT  0.99968407   -0 22 51.1
 AF7429
 AF7429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7429!SPC FL W     -   1.00000101  x   0.99994455  =   0.99994556
 AF7429!UTM  17      -   1.00000101  x   0.99968407  =   0.99968508
 AF7429
 AF7429:                Primary Azimuth Mark                     Grid Az
 AF7429:SPC FL W     -  ARCPORT                                  232 18 47.7
 AF7429:UTM  17      -  ARCPORT                                  232 46 13.2
 AF7429
 AF7429|---------------------------------------------------------------------|
 AF7429| PID    Reference Object                     Distance      Geod. Az  |
 AF7429|                                                           dddmmss.s |
 AF7429| AF7410 ARCPORT                             APPROX. 1.1 KM 2322322.1 |
 AF7429|---------------------------------------------------------------------|
 AF7429
 AF7429                          SUPERSEDED SURVEY CONTROL
 AF7429
 AF7429  NAD 83(1990)-  27 11 55.97510(N)    081 49 59.56910(W) AD(       ) 1
 AF7429  NGVD 29 (02/04/91)   18.5    (m)           61.     (f) GPS OBS        
 AF7429
 AF7429.Superseded values are not recommended for survey control.
 AF7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7429.See file dsdata.txt to determine how the superseded data were derived.
 AF7429
 AF7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1747708738(NAD 83)
 AF7429_MARKER: I = METAL ROD
 AF7429_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF7429_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AF7429_STAMPING: ARCPORT AZ MK 1989
 AF7429_MARK LOGO: NGS   
 AF7429_PROJECTION: FLUSH
 AF7429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7429+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AF7429_ROD/PIPE-DEPTH: 14.6 meters
 AF7429_SLEEVE-DEPTH  : 0.91 meters
 AF7429
 AF7429  HISTORY     - Date     Condition        Report By
 AF7429  HISTORY     - 1989     MONUMENTED       NGS
 AF7429  HISTORY     - 19961212 MARK NOT FOUND   USPSQD
 AF7429  HISTORY     - 20010727 GOOD             USPSQD
 AF7429
 AF7429                          STATION DESCRIPTION
 AF7429
 AF7429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AF7429'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHEAST OF ARCADIA, AT
 AF7429'THE ARCADIA MUNICIPAL AIRPORT, BETWEEN RUNWAY 5-23 AND A PAVED
 AF7429'TAXIWAY, IN A GRASSY AREA AT THE NORTHEAST END OF RUNWAY.
 AF7429'OWNERSHIP--CITY OF ARCADIA, BOX 351, ARCADIA FL 33821, AIRPORT
 AF7429'MANAGERS ARE BILL MOSS OR ELMER LINDQUIST, PHONE 813-494-3808,
 AF7429'494-1057, 494-7844.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AF7429'AIRPORT.
 AF7429'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 70 AND U.S.
 AF7429'HIGHWAY 17, LOCATED AT THE CENTER OF ARCADIA, GO EAST ALONG STATE
 AF7429'ROUTE 70 FOR 1.6 KM (1.00 MI) TO THE JUNCTION OF AN ASPHALT ROAD
 AF7429'(AIRPORT ROAD) ON THE RIGHT AND AT A STOPLIGHT, THEN GO RIGHT, SOUTH,
 AF7429'ALONG AIRPORT ROAD FOR 1.3 KM (0.80 MI) TO THE AIRPORT ACCESS ROAD
 AF7429'(CARNARHAW AVE.) ON THE LEFT, THEN GO LEFT, EAST ALONG THE AIRPORT
 AF7429'ACCESS ROAD FOR 0.16 KM (0.10 MI) TO ARCADIA MUNICIPAL AIRPORT
 AF7429'STRAIGHT AHEAD.  PASS TO THE NORTH SIDE OF A PAINTED HANGAR AND THEN
 AF7429'SOUTH THROUGH A METAL GATE AT THE EAST SIDE OF THE HANGAR, THEN GO
 AF7429'ACROSS COUNTRY ALONG GRASSY AREA SOUTHEAST AND ALONG THE NORTHEAST
 AF7429'SIDE OF A TURF RUNWAY FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF A PAVED
 AF7429'TAXIWAY, THEN GO NORTHEAST ALONG THE PAVED TAXIWAY FOR 0.72 KM
 AF7429'(0.45 MI) TO THE NORTHEAST END OF RUNWAY 5-23 AND THE STATION, LOCATED
 AF7429'IN THE GRASSY MEDIAN OF TAXIWAY AND RUNWAY.
 AF7429'LOCATED 13.7 M (44.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AF7429'ASPHALT TAXI APPROACH, 10 M (32.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 AF7429'OF THE TAXIWAY, 33.3 M (109.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 AF7429'THE RUNWAY, 7 M (23.0 FT) SOUTHEAST OF A TAXI LIGHT AND LEVEL WITH THE
 AF7429'TAXIWAY.
 AF7429'DESCRIBED BY G.F. SMITH.
 AF7429
 AF7429                          STATION RECOVERY (1996)
 AF7429
 AF7429'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF7429'MARK NOT FOUND.
 AF7429
 AF7429                          STATION RECOVERY (2001)
 AF7429
 AF7429'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF7429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6933 ***********************************************************************
 AD6933  DESIGNATION -  ARD
 AD6933  PID         -  AD6933
 AD6933  STATE/COUNTY-  FL/PALM BEACH
 AD6933  USGS QUAD   -  UNIVERSITY PARK (1983)
 AD6933
 AD6933                         *CURRENT SURVEY CONTROL
 AD6933  ___________________________________________________________________
 AD6933* NAD 83(1990)-  26 27 12.86639(N)    080 10 52.04079(W)     ADJUSTED  
 AD6933* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 AD6933  ___________________________________________________________________
 AD6933  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AD6933  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AD6933
 AD6933  HORZ ORDER  -  SECOND
 AD6933
 AD6933.The horizontal coordinates were established by classical geodetic methods
 AD6933.and adjusted by the National Geodetic Survey in May 1991..
 AD6933
 AD6933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6933
 AD6933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6933
 AD6933.The geoid height was determined by GEOID03.
 AD6933
 AD6933;                    North         East     Units Scale Factor Converg.
 AD6933;SPC FL E     -   235,124.003   281,663.641   MT  1.00002348   +0 21 53.3
 AD6933;SPC FL E     -   771,402.67    924,091.46   sFT  1.00002348   +0 21 53.3
 AD6933;UTM  17      - 2,926,175.762   581,635.777   MT  0.99968228   +0 21 53.3
 AD6933
 AD6933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6933!SPC FL E     -   1.00000307  x   1.00002348  =   1.00002655
 AD6933!UTM  17      -   1.00000307  x   0.99968228  =   0.99968535
 AD6933
 AD6933:                Primary Azimuth Mark                     Grid Az
 AD6933:SPC FL E     -  ARD AZ MK 2                              089 38 30.9
 AD6933:UTM  17      -  ARD AZ MK 2                              089 38 30.9
 AD6933
 AD6933|---------------------------------------------------------------------|
 AD6933| PID    Reference Object                     Distance      Geod. Az  |
 AD6933|                                                           dddmmss.s |
 AD6933| CW8413 ARD AZ MK 2                                        0900024.2 |
 AD6933| AD6932 ARD PBCSD 1970 A PT                  13.183 METERS 26028     |
 AD6933| CW8412 ARD AZ MK 1                                        2702535.3 |
 AD6933|---------------------------------------------------------------------|
 AD6933
 AD6933                          SUPERSEDED SURVEY CONTROL
 AD6933
 AD6933  NAD 83(1986)-  26 27 12.87057(N)    080 10 52.04835(W) AD(       ) 2
 AD6933  NAD 27      -  26 27 11.60361(N)    080 10 52.88419(W) AD(       ) 2
 AD6933  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 AD6933
 AD6933.Superseded values are not recommended for survey control.
 AD6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6933.See file dsdata.txt to determine how the superseded data were derived.
 AD6933
 AD6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8163626176(NAD 83)
 AD6933_MARKER: DD = SURVEY DISK
 AD6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD6933
 AD6933  HISTORY     - Date     Condition        Report By
 AD6933  HISTORY     - 1970     MONUMENTED       FL-099
 AD6933  HISTORY     - 20031119 MARK NOT FOUND   USPSQD
 AD6933  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AD6933
 AD6933                          STATION DESCRIPTION
 AD6933
 AD6933'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP)
 AD6933'THE SATELLITE STATION IS LOCATED ABOUT .4 MILE WEST OF THE SUNSHINE
 AD6933'STATE PARKWAY, ABOUT 5 MILES SOUTH OF S.R. 804 AND ABOUT 1-1/2
 AD6933'MILES EAST OF S.R. 7.
 AD6933'
 AD6933'TO REACH THE SATELLITE STATION FOM THE INTERSECTION OF S.R. 809
 AD6933'AND S.R. 806, GO WEST ON 806 FOR 3.5 MILES TO THE SUNSHINE STATE
 AD6933'PARKWAY OVERPASS THEN CONTINUE WEST ON S.R. 806 FOR .4 MILE TO THE
 AD6933'STATION SITE ON THE LEFT.
 AD6933'
 AD6933'ALL POINTS USED ARE PALM BEACH COUNTY GEODETIC BRASS DISKS SET IN
 AD6933'ROUND CONCRETE POSTS.
 AD6933'
 AD6933'THE SATELLITE STATION, STAMPED ARD, 1970, IS SET FLUSH.  POINT
 AD6933'IS 17.5 FEET SOUTH OF THE CENTERLINE OF S.R. 806, 9.0 FEET NORTH
 AD6933'OF NORTH CUT OF A CANAL, 283.0 FEET EAST OF THE CENTERLINE OF
 AD6933'F.J. CHURCHS DRIVEWAY (SHELL, DIRT) AND 1.5 FEET NORTH OF A METAL
 AD6933'WITNESS POST.
 AD6933'
 AD6933'AZIMUTH MARK 1, STAMPED ARD A-1, 1970, IS SET FLUSH.  POINT IS
 AD6933'.25 MILE WEST OF THE SATELLITE.  POINT IS 14.5 FEET SOUTH OF THE
 AD6933'CENTERLINE OF S.R. 806, 73.1 FEET WEST NORTHWEST OF A GUY POLE,
 AD6933'106.0 FEET WEST OF THE CENTERLINE OF A SHELL DRIVE LEADING SOUTH
 AD6933'TO SOUTHERN CROPDUSTERS, INC., 9.0 FEET NORTH OF THE NORTH CUT OF
 AD6933'A CANAL AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 AD6933'
 AD6933'AZIMUTH MARK 2, STAMPED ARD A-2, 1970, IS SET FLUSH.  POINT IS
 AD6933'.25 MILE EAST OF THE SATELLITE.  POINT IS 19.6 FEET SOUTH OF THE
 AD6933'CENTERLINE OF S.R. 806, 65.0 FEET SOUTHWEST OF A POWER POLE (154),
 AD6933'7.0 FEET NORTH OF THE NORTH CUT OF A CANAL AND 1.4 FEET NORTH OF
 AD6933'A METAL WITNESS POST.
 AD6933'
 AD6933'NOTE--SATELLITE ARD IS TIED TO TRIANGULATION STATION DEWITT.
 AD6933
 AD6933                          STATION RECOVERY (2003)
 AD6933
 AD6933'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD6933'MARK NOT FOUND.
 AD6933
 AD6933                          STATION RECOVERY (2005)
 AD6933
 AD6933'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD6933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6932 ***********************************************************************
 AD6932  DESIGNATION -  ARD PBCSD 1970 A PT
 AD6932  PID         -  AD6932
 AD6932  STATE/COUNTY-  FL/PALM BEACH
 AD6932  USGS QUAD   -  UNIVERSITY PARK (1983)
 AD6932
 AD6932                         *CURRENT SURVEY CONTROL
 AD6932  ___________________________________________________________________
 AD6932* NAD 83(1990)-  26 27 12.79545(N)    080 10 52.51010(W)     ADJUSTED  
 AD6932* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AD6932  ___________________________________________________________________
 AD6932  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AD6932  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AD6932
 AD6932  HORZ ORDER  -  SECOND
 AD6932
 AD6932.The horizontal coordinates were established by classical geodetic methods
 AD6932.and adjusted by the National Geodetic Survey in May 1991..
 AD6932
 AD6932.The orthometric height was scaled from a topographic map.
 AD6932
 AD6932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6932
 AD6932.The geoid height was determined by GEOID03.
 AD6932
 AD6932;                    North         East     Units Scale Factor Converg.
 AD6932;SPC FL E     -   235,121.737   281,650.653   MT  1.00002346   +0 21 53.1
 AD6932;SPC FL E     -   771,395.23    924,048.85   sFT  1.00002346   +0 21 53.1
 AD6932;UTM  17      - 2,926,173.496   581,622.794   MT  0.99968225   +0 21 53.1
 AD6932
 AD6932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6932!SPC FL E     -   1.00000317  x   1.00002346  =   1.00002663
 AD6932!UTM  17      -   1.00000317  x   0.99968225  =   0.99968542
 AD6932
 AD6932|---------------------------------------------------------------------|
 AD6932| PID    Reference Object                     Distance      Geod. Az  |
 AD6932|                                                           dddmmss.s |
 AD6932| AD6933 ARD                                  13.183 METERS 08028     |
 AD6932| AD6936 DEWITT 2                            APPROX. 2.1 KM 2710936.8 |
 AD6932|---------------------------------------------------------------------|
 AD6932
 AD6932                          SUPERSEDED SURVEY CONTROL
 AD6932
 AD6932  NAD 83(1986)-  26 27 12.79966(N)    080 10 52.51750(W) AD(       ) 2
 AD6932  NAD 27      -  26 27 11.53267(N)    080 10 53.35348(W) AD(       ) 2
 AD6932
 AD6932.Superseded values are not recommended for survey control.
 AD6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6932.See file dsdata.txt to determine how the superseded data were derived.
 AD6932
 AD6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8162326173(NAD 83)
 AD6932_MARKER: W = UNMONUMENTED
 AD6932_SETTING: 0 = UNSPECIFIED SETTING
 AD6932
 AD6932  HISTORY     - Date     Condition        Report By
 AD6932  HISTORY     - 1970     MONUMENTED       FL-099
 AD6932
 AD6932                          STATION DESCRIPTION
 AD6932
 AD6932'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970
 AD6932'SEE STATION ARD PBCSD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2553 ***********************************************************************
 AK2553  DESIGNATION -  AREA
 AK2553  PID         -  AK2553
 AK2553  STATE/COUNTY-  FL/BREVARD
 AK2553  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2553
 AK2553                         *CURRENT SURVEY CONTROL
 AK2553  ___________________________________________________________________
 AK2553* NAD 83(1990)-  28 26 09.39027(N)    080 35 22.13597(W)     ADJUSTED  
 AK2553* NAVD 88     -         2.455  (meters)       8.05   (feet)  ADJUSTED  
 AK2553  ___________________________________________________________________
 AK2553  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AK2553  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2553  DYNAMIC HT  -           2.452 (meters)       8.04  (feet)  COMP
 AK2553  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 AK2553
 AK2553  HORZ ORDER  -  FIRST
 AK2553  VERT ORDER  -  FIRST     CLASS II
 AK2553
 AK2553.The horizontal coordinates were established by classical geodetic methods
 AK2553.and adjusted by the National Geodetic Survey in May 1991..
 AK2553
 AK2553.The orthometric height was determined by differential leveling
 AK2553.and adjusted by the National Geodetic Survey in June 1991..
 AK2553
 AK2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2553
 AK2553.The geoid height was determined by GEOID03.
 AK2553
 AK2553.The dynamic height is computed by dividing the NAVD 88
 AK2553.geopotential number by the normal gravity value computed on the
 AK2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2553.degrees latitude (g = 980.6199 gals.).
 AK2553
 AK2553.The modeled gravity was interpolated from observed gravity values.
 AK2553
 AK2553;                    North         East     Units Scale Factor Converg.
 AK2553;SPC FL E     -   454,587.106   240,213.450   MT  0.99996113   +0 11 43.7
 AK2553;SPC FL E     - 1,491,424.53    788,100.29   sFT  0.99996113   +0 11 43.7
 AK2553;UTM  17      - 3,145,563.984   540,199.729   MT  0.99961994   +0 11 43.7
 AK2553
 AK2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2553!SPC FL E     -   1.00000405  x   0.99996113  =   0.99996518
 AK2553!UTM  17      -   1.00000405  x   0.99961994  =   0.99962399
 AK2553
 AK2553|---------------------------------------------------------------------|
 AK2553| PID    Reference Object                     Distance      Geod. Az  |
 AK2553|                                                           dddmmss.s |
 AK2553| AK2555 AREA RM 1                            22.637 METERS 10942     |
 AK2553| AK2554 AREA RM 2                            17.343 METERS 34558     |
 AK2553|---------------------------------------------------------------------|
 AK2553
 AK2553                          SUPERSEDED SURVEY CONTROL
 AK2553
 AK2553  NAD 83(1986)-  28 26 09.39646(N)    080 35 22.14923(W) AD(       ) 1
 AK2553  NAD 27      -  28 26 08.38595(N)    080 35 22.96070(W) AD(       ) 1
 AK2553  NGVD 29 (??/??/92)    2.845  (m)            9.33   (f) ADJ UNCH    1 2
 AK2553
 AK2553.Superseded values are not recommended for survey control.
 AK2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2553.See file dsdata.txt to determine how the superseded data were derived.
 AK2553
 AK2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4020045564(NAD 83)
 AK2553_MARKER: DS = TRIANGULATION STATION DISK
 AK2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2553_STAMPING: AREA 1956
 AK2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2553+STABILITY: SURFACE MOTION
 AK2553
 AK2553  HISTORY     - Date     Condition        Report By
 AK2553  HISTORY     - 1956     MONUMENTED       CGS
 AK2553  HISTORY     - 1956     GOOD             CGS
 AK2553  HISTORY     - 1957     GOOD             CGS
 AK2553  HISTORY     - 1971     GOOD             NGS
 AK2553
 AK2553                          STATION DESCRIPTION
 AK2553
 AK2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDN)
 AK2553'STATION IS LOCATED ON CAPE CANAVERAL, ABOUT 1.6 MILES NORTH
 AK2553'OF CANAVERAL HARBOR, 4.0 MILES SOUTH OF THE CENTRAL CONTROL
 AK2553'BUILDING ON CAPE CANAVERAL AND 1.0 MILE WEST OF THE BEACH.  MARK
 AK2553'IS 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 AK2553'CONCRETE PAD, 40 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 AK2553'BLACKTOP ROAD LEADING AROUND THE PAD, PROJECTS ABOUT 3 INCHES
 AK2553'AND THE DISK IS STAMPED AREA 1956.
 AK2553'
 AK2553'REFERENCE MARK NO. 1 IS 64 FEET SOUTH OF THE SOUTHEAST CORNER
 AK2553'OF THE PAD, 34 FEET SOUTH OF THE OUTER EDGE OF THE BLACKTOP
 AK2553'ROAD, PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED AREA NO
 AK2553'1 1956.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK.
 AK2553'
 AK2553'REFERENCE MARK NO. 2 IS 68 FEET WEST OF THE SOUTHEAST CORNER
 AK2553'OF THE PAD, 35 FEET WEST OF THE OUTER EDGE OF THE BLACKTOP
 AK2553'ROAD, PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED AREA NO
 AK2553'2 1956.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK.
 AK2553'
 AK2553'NO AZIMUTH MARK WAS SET.
 AK2553'
 AK2553'TO REACH FROM THE INTERSECTION OF MAIN ROADS AT THE CENTRAL
 AK2553'CONTROL BUILDING, GO SOUTH ON MAIN ROAD FOR 4.25 MILES TO A
 AK2553'SIDE ROAD LEFT, TURN LEFT ON BLACKTOP ROAD AND GO 0.45 MILE TO A
 AK2553'TRACK TRAIL LEFT, TURN LEFT, THROUGH THE BRUSH AND FOLLOW TRAIL
 AK2553'NORTHEAST FOR 0.1 MILE TO THE CONCRETE PAD AND THE STATION
 AK2553'AS DESCRIBED.
 AK2553'
 AK2553'STATION AE IS A MODIFIED BENCH MARK DISK SET IN A DRILL HOLE
 AK2553'NEAR THE CENTER OF A CONCRETE PAD AND HAS A FIBERGLASS DOME
 AK2553'OVER IT.  THE DISK IS STAMPED AE 1956.  THE POINT IS THE
 AK2553'CENTER OF THE DISK.
 AK2553'
 AK2553'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 AK2553
 AK2553                          STATION RECOVERY (1956)
 AK2553
 AK2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 AK2553'AT CAPE CANAVERAL MISSILE BASE.
 AK2553'TO REACH FROM THE JUNCTION AT THE CENTRAL CONTROL BUILDING AT
 AK2553'CAPE CANAVERAL MISSILE BASE, GO SOUTH FOR 4.25 MILES TO PIER
 AK2553'ROAD, TURN LEFT (EAST) FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN
 AK2553'LEFT (NORTH) FOR 0.1 MILE AND THE SITE.  74 FEET SOUTHWEST OF
 AK2553'THE SOUTHWEST CORNER OF A RATE PAD AND 40 FEET SOUTH OF A
 AK2553'BLACK-TOP ROAD WHICH LEADS AROUND THE RATE PAD.  AN 8 X 8 INCH
 AK2553'CONCRETE POST WHICH PROJECTS 3 INCHES.
 AK2553
 AK2553                          STATION RECOVERY (1957)
 AK2553
 AK2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AK2553'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AK2553'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 AK2553'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 AK2553'
 AK2553'THE STATION MARK IS STAMPED AREA 1956 AND PROJECTS 2 INCHES
 AK2553'ABOVE THE GROUND.  THE REFERENCE MARKS ARE STAMPED AREA 1956
 AK2553'NO 1 AND NO 2 RESPECTIVELY.  THEY PROJECT 1 INCH ABOVE THE GROUND.
 AK2553'
 AK2553'STATION AE WAS NOT VISITED.
 AK2553
 AK2553                          STATION RECOVERY (1971)
 AK2553
 AK2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK2553'STATION MARK, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  NO
 AK2553'DESCRIPTION AVAILABLE.
 AK2553'
 AK2553'TO REACH FROM THE CENTRAL CONTROL BUILDING, GO SOUTH ON CAPE
 AK2553'ROAD FOR 4.2 MILES TO PIER ROAD, TURN EAST AND GO 0.45 MILE TO
 AK2553'SIDE ROAD RIGHT AND TRAIL THROUGH BRUSH ON LEFT, TURN LEFT
 AK2553'(NORTH) AND GO ON FOOT TO ABANDONED RATE PAD SITE AND
 AK2553'STATION.  MARK IS 74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AK2553'PAD, AND 40 FEET SOUTH OF ABANDONED BLACK TOP ROAD.
 AK2553'
 AK2553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK2553'AT KENNEDY SPACE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2155 ***********************************************************************
 BG2155  DESIGNATION -  AREA
 BG2155  PID         -  BG2155
 BG2155  STATE/COUNTY-  FL/WALTON
 BG2155  USGS QUAD   -  CHOCTAW BEACH (1994)
 BG2155
 BG2155                         *CURRENT SURVEY CONTROL
 BG2155  ___________________________________________________________________
 BG2155* NAD 83(1990)-  30 28 56.65093(N)    086 21 57.23011(W)     ADJUSTED  
 BG2155* NAVD 88     -        17.734  (meters)      58.18   (feet)  ADJUSTED  
 BG2155  ___________________________________________________________________
 BG2155  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BG2155  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG2155  DYNAMIC HT  -          17.711 (meters)      58.11  (feet)  COMP
 BG2155  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BG2155
 BG2155  HORZ ORDER  -  SECOND
 BG2155  VERT ORDER  -  FIRST     CLASS II
 BG2155
 BG2155.The horizontal coordinates were established by classical geodetic methods
 BG2155.and adjusted by the National Geodetic Survey in May 1991..
 BG2155
 BG2155.The orthometric height was determined by differential leveling
 BG2155.and adjusted by the National Geodetic Survey in June 1991..
 BG2155
 BG2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2155
 BG2155.The geoid height was determined by GEOID03.
 BG2155
 BG2155.The dynamic height is computed by dividing the NAVD 88
 BG2155.geopotential number by the normal gravity value computed on the
 BG2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2155.degrees latitude (g = 980.6199 gals.).
 BG2155
 BG2155.The modeled gravity was interpolated from observed gravity values.
 BG2155
 BG2155;                    North         East     Units Scale Factor Converg.
 BG2155;SPC FL N     -   165,788.063   420,858.165   MT  0.99996350   -0 56 15.6
 BG2155;SPC FL N     -   543,923.00  1,380,765.50   sFT  0.99996350   -0 56 15.6
 BG2155;UTM  16      - 3,372,412.326   560,860.392   MT  0.99964569   +0 19 18.0
 BG2155
 BG2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2155!SPC FL N     -   1.00000152  x   0.99996350  =   0.99996502
 BG2155!UTM  16      -   1.00000152  x   0.99964569  =   0.99964721
 BG2155
 BG2155                          SUPERSEDED SURVEY CONTROL
 BG2155
 BG2155  NAD 83(1986)-  30 28 56.66669(N)    086 21 57.23629(W) AD(       ) 2
 BG2155  NAD 27      -  30 28 55.95700(N)    086 21 57.42900(W) AD(       ) 2
 BG2155  NGVD 29 (??/??/92)   17.845  (m)           58.55   (f) ADJ UNCH    1 2
 BG2155
 BG2155.Superseded values are not recommended for survey control.
 BG2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2155.See file dsdata.txt to determine how the superseded data were derived.
 BG2155
 BG2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6086072412(NAD 83)
 BG2155_MARKER: DS = TRIANGULATION STATION DISK
 BG2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2155_STAMPING: AREA 1942
 BG2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2155+STABILITY: SURFACE MOTION
 BG2155
 BG2155  HISTORY     - Date     Condition        Report By
 BG2155  HISTORY     - 1942     MONUMENTED       CGS
 BG2155  HISTORY     - 1942     GOOD             CGS
 BG2155
 BG2155                          STATION DESCRIPTION
 BG2155
 BG2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CAS)
 BG2155'THE STATION IS LOCATED ABOUT 7-1/2 MI. (AIRLINE) E-SE OF
 BG2155'NICEVILLE, IN THE SW 1/4 OF THE NE 1/4 OF SEC. 20, T 1 S, R 21
 BG2155'W, AT THE SE CORNER OF THE TRIANGULAR CLEARING OF EGLIN FIELD
 BG2155'BOMBING RANGE 51, AND APPROXIMATELY UNDER THE CENTER OF A 35-FT.
 BG2155'OBSERVATION TOWER.  IT IS A STANDARD STATION DISK, STAMPED AREA
 BG2155'1942 SET IN CONCRETE AND PROJECTS ABOUT 6 IN. ABOVE THE
 BG2155'GROUND.  IT SHOULD NOT BE CONFUSED WITH BENCH MARK A 27 WHICH
 BG2155'IS SET IN A DRILL HOLE IN THE FOOTING OF THE TOWER.
 BG2155'
 BG2155'TO REACH FROM NICEVILLE GO SE ON STATE HIGHWAY 10 TO A POINT
 BG2155'ABOUT 1-1/2 MI. BEYOND ROCKY BAYOU BRIDGE, TURN LEFT ON A NEW
 BG2155'PAVED ROAD AND FOLLOW IT FOR ABOUT 2-1/2 MI. TO THE EDGE OF A
 BG2155'CLEARING, CONTINUE ON FOR ABOUT 1/4 MI. INTO THE CLEARING TO A
 BG2155'DIRT ROAD TO THE RIGHT, GO SE ALONG THE DIRT ROAD FOR ABOUT
 BG2155'1-1/2 MI. TO THE STATION UNDER THE TOWER ON THE RIGHT AT THE
 BG2155'CORNER OF A CLEARING.
 BG2155
 BG2155                          STATION RECOVERY (1942)
 BG2155
 BG2155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 BG2155'9.9 MI SE FROM NICEVILLE.
 BG2155'9.9 MILES SOUTHEASTERLY FROM NICEVILLE.  FROM THE POST OFFICE
 BG2155'IN NICEVILLE GO NORTHWESTERLY 0.3 MILE, TURN SHARP RIGHT ONTO
 BG2155'STATE HIGHWAY NO.10 AND GO EASTERLY AND SOUTHEASTERLY 4.9 MILES,
 BG2155'TURN LEFT ONTO PAVED ROAD AND GO EASTERLY AND NORTHEASTERLY
 BG2155'3.4 MILES, TURN RIGHT ONTO SAND TRACK ROAD AND GO SOUTH AND
 BG2155'SOUTHEAST FOR ABOUT 1.3 MILE TO STEEL OBSERVATION TOWER.  THIS
 BG2155'TOWER IS ONE OF THE EGLIN FIELD BOMBING RANGE NO.51 OBSERVATION
 BG2155'TOWERS AND IS 1.0 MILE SOUTHEAST OF THE CENTER OF THE RANGE
 BG2155'OR TARGET.  THE MARK IS LOCATED UNDER THE TOWER.  THE MARK IS
 BG2155'7.6 FEET SOUTHWEST OF BENCH MARK A 27.  A STANDARD TRIANGULATION
 BG2155'STATION DISK SET IN CONCRETE POST PROJECTING 6 INCHES AND IS
 BG2155'STAMPED AREA 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2555 ***********************************************************************
 AK2555  DESIGNATION -  AREA RM 1
 AK2555  PID         -  AK2555
 AK2555  STATE/COUNTY-  FL/BREVARD
 AK2555  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2555
 AK2555                         *CURRENT SURVEY CONTROL
 AK2555  ___________________________________________________________________
 AK2555* NAD 83(1986)-  28 26 09.     (N)    080 35 22.     (W)     SCALED    
 AK2555* NAVD 88     -         2.141  (meters)       7.02   (feet)  ADJUSTED  
 AK2555  ___________________________________________________________________
 AK2555  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2555  DYNAMIC HT  -           2.138 (meters)       7.01  (feet)  COMP
 AK2555  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 AK2555
 AK2555  VERT ORDER  -  FIRST     CLASS II
 AK2555
 AK2555.The horizontal coordinates were scaled from a topographic map and have
 AK2555.an estimated accuracy of +/- 6 seconds.
 AK2555
 AK2555.The orthometric height was determined by differential leveling
 AK2555.and adjusted by the National Geodetic Survey in June 1991..
 AK2555
 AK2555.The geoid height was determined by GEOID03.
 AK2555
 AK2555.The dynamic height is computed by dividing the NAVD 88
 AK2555.geopotential number by the normal gravity value computed on the
 AK2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2555.degrees latitude (g = 980.6199 gals.).
 AK2555
 AK2555.The modeled gravity was interpolated from observed gravity values.
 AK2555
 AK2555;                    North         East    Units  Estimated Accuracy
 AK2555;SPC FL E     -   454,580.      240,220.      MT  (+/- 180 meters Scaled)
 AK2555
 AK2555                          SUPERSEDED SURVEY CONTROL
 AK2555
 AK2555  NGVD 29 (??/??/92)    2.531  (m)            8.30   (f) ADJ UNCH    1 2
 AK2555
 AK2555.Superseded values are not recommended for survey control.
 AK2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2555.See file dsdata.txt to determine how the superseded data were derived.
 AK2555
 AK2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM402455(NAD 83)
 AK2555_MARKER: DR = REFERENCE MARK DISK
 AK2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2555_STAMPING: AREA NO 1 1956
 AK2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2555+STABILITY: SURFACE MOTION
 AK2555
 AK2555  HISTORY     - Date     Condition        Report By
 AK2555  HISTORY     - 1956     MONUMENTED       CGS
 AK2555  HISTORY     - 1971     GOOD             NGS
 AK2555
 AK2555                          STATION DESCRIPTION
 AK2555
 AK2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AK2555'AT CAPE CANAVERAL MISSILE BASE.
 AK2555'TO REACH FROM THE JUNCTION AT THE CENTRAL CONTROL BUILDING
 AK2555'AT CAPE CANAVERAL MISSILE BASE, GO SOUTH FOR 4.25 MILES TO PIER
 AK2555'ROAD, TURN LEFT (EAST) FOR 0.45 MILE TO A SIDE ROAD, TURN LEFT
 AK2555'(NORTH) FOR 0.1 MILE AND THE SITE.  64 FEET SOUTH OF THE SOUTHEAST
 AK2555'CORNER OF A RATE PAD AND 34 FEET SOUTH OF A BLACK-TOP ROAD WHICH
 AK2555'LEADS AROUND THE RATE PAD.  AN 8 X 8 INCH CONCRETE POST WHICH
 AK2555'PROJECTS 4 INCHES.
 AK2555
 AK2555                          STATION RECOVERY (1971)
 AK2555
 AK2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2554 ***********************************************************************
 AK2554  DESIGNATION -  AREA RM 2
 AK2554  PID         -  AK2554
 AK2554  STATE/COUNTY-  FL/BREVARD
 AK2554  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2554
 AK2554                         *CURRENT SURVEY CONTROL
 AK2554  ___________________________________________________________________
 AK2554* NAD 83(1986)-  28 26 09.     (N)    080 35 22.     (W)     SCALED    
 AK2554* NAVD 88     -         2.423  (meters)       7.95   (feet)  ADJUSTED  
 AK2554  ___________________________________________________________________
 AK2554  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2554  DYNAMIC HT  -           2.419 (meters)       7.94  (feet)  COMP
 AK2554  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 AK2554
 AK2554  VERT ORDER  -  FIRST     CLASS II
 AK2554
 AK2554.The horizontal coordinates were scaled from a topographic map and have
 AK2554.an estimated accuracy of +/- 6 seconds.
 AK2554
 AK2554.The orthometric height was determined by differential leveling
 AK2554.and adjusted by the National Geodetic Survey in June 1991..
 AK2554
 AK2554.The geoid height was determined by GEOID03.
 AK2554
 AK2554.The dynamic height is computed by dividing the NAVD 88
 AK2554.geopotential number by the normal gravity value computed on the
 AK2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2554.degrees latitude (g = 980.6199 gals.).
 AK2554
 AK2554.The modeled gravity was interpolated from observed gravity values.
 AK2554
 AK2554;                    North         East    Units  Estimated Accuracy
 AK2554;SPC FL E     -   454,580.      240,220.      MT  (+/- 180 meters Scaled)
 AK2554
 AK2554                          SUPERSEDED SURVEY CONTROL
 AK2554
 AK2554  NGVD 29 (??/??/92)    2.812  (m)            9.23   (f) ADJ UNCH    1 2
 AK2554
 AK2554.Superseded values are not recommended for survey control.
 AK2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2554.See file dsdata.txt to determine how the superseded data were derived.
 AK2554
 AK2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM402455(NAD 83)
 AK2554_MARKER: DR = REFERENCE MARK DISK
 AK2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2554_STAMPING: AREA NO 2 1956
 AK2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2554+STABILITY: SURFACE MOTION
 AK2554
 AK2554  HISTORY     - Date     Condition        Report By
 AK2554  HISTORY     - 1956     MONUMENTED       CGS
 AK2554  HISTORY     - 1971     GOOD             NGS
 AK2554
 AK2554                          STATION DESCRIPTION
 AK2554
 AK2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AK2554'AT CAPE CANAVERAL MISSILE BASE.
 AK2554'TO REACH FROM THE JUNCTION AT THE CENTRAL CONTROL BUILDING AT
 AK2554'CAPE CANAVERAL MISSILE BASE, GO SOUTH FOR 4.25 MILES TO PIER
 AK2554'ROAD, TURN LEFT (EAST) FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN
 AK2554'LEFT (NORTH) FOR 0.1 MILE AND THE SITE.  68 FEET WEST OF THE
 AK2554'SOUTHWEST CORNER OF A RATE PAD AND 35 FEET WEST OF A BLACK-TOP
 AK2554'ROAD WHICH LEADS AROUND THE RATE PAD.  AN 8 X 8 INCH CONCRETE
 AK2554'POST WHICH PROJECTS 3 INCHES.
 AK2554
 AK2554                          STATION RECOVERY (1971)
 AK2554
 AK2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4357 ***********************************************************************
 AC4357  DESIGNATION -  ARECA
 AC4357  PID         -  AC4357
 AC4357  STATE/COUNTY-  FL/MIAMI-DADE
 AC4357  USGS QUAD   -  TAYLOR SLOUGH (1979)
 AC4357
 AC4357                         *CURRENT SURVEY CONTROL
 AC4357  ___________________________________________________________________
 AC4357* NAD 83(1990)-  25 19 52.22168(N)    080 39 03.33077(W)     ADJUSTED  
 AC4357* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AC4357  ___________________________________________________________________
 AC4357  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AC4357  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AC4357
 AC4357  HORZ ORDER  -  SECOND
 AC4357
 AC4357.The horizontal coordinates were established by classical geodetic methods
 AC4357.and adjusted by the National Geodetic Survey in May 1991..
 AC4357
 AC4357.The orthometric height was scaled from a topographic map.
 AC4357
 AC4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4357
 AC4357.The geoid height was determined by GEOID03.
 AC4357
 AC4357;                    North         East     Units Scale Factor Converg.
 AC4357;SPC FL E     -   110,570.378   235,142.159   MT  0.99995642   +0 08 57.7
 AC4357;SPC FL E     -   362,762.98    771,462.23   sFT  0.99995642   +0 08 57.7
 AC4357;UTM  17      - 2,801,664.634   535,130.169   MT  0.99961524   +0 08 57.7
 AC4357
 AC4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4357!SPC FL E     -   1.00000354  x   0.99995642  =   0.99995996
 AC4357!UTM  17      -   1.00000354  x   0.99961524  =   0.99961878
 AC4357
 AC4357|---------------------------------------------------------------------|
 AC4357| PID    Reference Object                     Distance      Geod. Az  |
 AC4357|                                                           dddmmss.s |
 AC4357| CW7917 ARECA RM 1                           11.843 METERS 00732     |
 AC4357| CW7916 ARECA AZ MK                                        0533801.0 |
 AC4357| CW7918 ARECA RM 2                           26.198 METERS 09856     |
 AC4357| AC4359 KARR                                APPROX.12.8 KM 3263423.7 |
 AC4357| AC4358 ROYAL PALM FIRE LOT                 APPROX. 6.6 KM 3510654.3 |
 AC4357|---------------------------------------------------------------------|
 AC4357
 AC4357                          SUPERSEDED SURVEY CONTROL
 AC4357
 AC4357  NAD 83(1986)-  25 19 52.21822(N)    080 39 03.32880(W) AD(       ) 2
 AC4357  NAD 27      -  25 19 50.79768(N)    080 39 04.10454(W) AD(       ) 2
 AC4357
 AC4357.Superseded values are not recommended for survey control.
 AC4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4357.See file dsdata.txt to determine how the superseded data were derived.
 AC4357
 AC4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3513001665(NAD 83)
 AC4357_MARKER: DS = TRIANGULATION STATION DISK
 AC4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4357
 AC4357  HISTORY     - Date     Condition        Report By
 AC4357  HISTORY     - 1961     MONUMENTED       CGS
 AC4357  HISTORY     - 1964     GOOD             CGS
 AC4357  HISTORY     - 1986     GOOD             USPSQD
 AC4357
 AC4357                          STATION DESCRIPTION
 AC4357
 AC4357'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 AC4357'STATION IS LOCATED IN THE EVERGLADES NATIONAL PARK, ALONG THE
 AC4357'ROAD RIGHT-OF-WAY OF THE OLD FLAMINGO ROAD, ABOUT 6-1/2 MILES
 AC4357'SOUTHWEST OF THE PARK HEADQUARTERS ADMINISTRATION BUILDING,
 AC4357'14 MILES SOUTHWEST OF HOMESTEAD AND ABOUT 22-1/2 MILES
 AC4357'NORTHEAST OF FLAMINGO.
 AC4357'
 AC4357'STATION IS REACHED FROM THE POST OFFICE IN FLORIDA CITY.  GO
 AC4357'WEST AND SOUTHWEST ON STATE 27 FOR 9.05 MILES TO THE
 AC4357'EVERGLADES NATIONAL PARK ADMINISTRATION BUILDING ON THE RIGHT
 AC4357'HAND SIDE OF THE ROAD.  CONTINUE STRAIGHT AHEAD ON THE PARK
 AC4357'ROAD, TOWARD FLAMINGO, FOR 2.1 MILES TO A ROAD LEFT AND
 AC4357'SIGN, ROYAL PALM.  TURN LEFT AND GO SOUTH ON A MACADAM
 AC4357'ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AC4357'SOUTHWEST ON A MACADAM ROAD FOR 0.5 MILE TO THE END OF THE
 AC4357'MACADAM ROAD.  CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD
 AC4357'FOR 1.05 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD,
 AC4357'ON THE GRAVELED ROAD FOR 2.45 MILES TO THE AZIMUTH MARK ON
 AC4357'THE LEFT HAND SIDE OF THE ROAD.  CONTINUE STRAIGHT AHEAD,
 AC4357'ON THE GRAVELED ROAD FOR 0.15 MILES TO THE STATION ON THE
 AC4357'LEFT HAND SIDE OF THE ROAD.
 AC4357'
 AC4357'STATION IS A STANDARD DISK, STAMPED ARECA 1961, SET IN THE
 AC4357'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 AC4357'INCHES.  IT IS 22.5 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 AC4357'3.9 FEET NORTHWEST OF A STANDARD METAL WITNESS POST AND SIGN
 AC4357'AND 12.0 FEET WEST OF A FIRE PREVENTION SIGN.
 AC4357'
 AC4357'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ARECA
 AC4357'NO 1 1961, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AC4357'THAT PROJECTS ABOUT 3 INCHES.  IT IS 12.0 FEET NORTH OF THE
 AC4357'CENTER OF THE GRAVELED ROAD, 41.3 FEET NORTH-NORTHEAST
 AC4357'OF THE WITNESS POST AND 39.6 FEET NORTH OF THE FIRE
 AC4357'PREVENTION SIGN.
 AC4357'
 AC4357'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ARECA
 AC4357'NO 2 1961, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AC4357'THAT PROJECTS ABOUT 2 INCHES.  IT IS 53 FEET SOUTH OF THE
 AC4357'CENTER OF THE GRAVELED ROAD, 6 FEET SOUTH OF THE CENTER
 AC4357'OF A WOODS ROAD, 81 FEET EAST OF THE WITNESS POST AND ABOUT
 AC4357'75 FEET EAST OF THE FIRE PREVENTION SIGN.
 AC4357'
 AC4357'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARECA 1961, SET IN
 AC4357'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 AC4357'3 INCHES.  IT IS ABOUT 12 FEET SOUTHEAST OF THE CENTER OF THE
 AC4357'GRAVELED ROAD AND ABOUT 1 FOOT SOUTH-SOUTHWEST OF A STANDARD
 AC4357'METAL WITNESS POST AND SIGN.
 AC4357
 AC4357                          STATION RECOVERY (1964)
 AC4357
 AC4357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 AC4357'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 AC4357'DESCRIPTION IS ADEQUATE EXCEPT THE LAST MILEAGE IN THE TO
 AC4357'REACH.  THE MILEAGE OF 2.45 MILES TO THE AZIMUTH MARK SHOULD BE
 AC4357'3.45 MILES TO THE MARK ON THE LEFT.
 AC4357
 AC4357                          STATION RECOVERY (1986)
 AC4357
 AC4357'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC4357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2084 ***********************************************************************
 AQ2084  DESIGNATION -  ARENA 1873
 AQ2084  PID         -  AQ2084
 AQ2084  STATE/COUNTY-  FL/VOLUSIA
 AQ2084  USGS QUAD   -  ORMOND BEACH (1993)
 AQ2084
 AQ2084                         *CURRENT SURVEY CONTROL
 AQ2084  ___________________________________________________________________
 AQ2084* NAD 83(1990)-  29 20 05.71730(N)    081 03 36.54600(W)     ADJUSTED  
 AQ2084* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AQ2084  ___________________________________________________________________
 AQ2084  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AQ2084  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AQ2084
 AQ2084  HORZ ORDER  -  SECOND
 AQ2084
 AQ2084.The horizontal coordinates were established by classical geodetic methods
 AQ2084.and adjusted by the National Geodetic Survey in May 1991..
 AQ2084
 AQ2084.The orthometric height was scaled from a topographic map.
 AQ2084
 AQ2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2084
 AQ2084.The geoid height was determined by GEOID03.
 AQ2084
 AQ2084;                    North         East     Units Scale Factor Converg.
 AQ2084;SPC FL E     -   554,151.567   194,158.224   MT  0.99994160   -0 01 46.1
 AQ2084;SPC FL E     - 1,818,078.93    637,000.77   sFT  0.99994160   -0 01 46.1
 AQ2084;UTM  17      - 3,245,094.474   494,160.217   MT  0.99960042   -0 01 46.1
 AQ2084
 AQ2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2084!SPC FL E     -   1.00000375  x   0.99994160  =   0.99994535
 AQ2084!UTM  17      -   1.00000375  x   0.99960042  =   0.99960417
 AQ2084
 AQ2084:                Primary Azimuth Mark                     Grid Az
 AQ2084:SPC FL E     -  COQUINA BASE ROD ON HOTEL TWR            157 12 40.6
 AQ2084:UTM  17      -  COQUINA BASE ROD ON HOTEL TWR            157 12 40.6
 AQ2084
 AQ2084|---------------------------------------------------------------------|
 AQ2084| PID    Reference Object                     Distance      Geod. Az  |
 AQ2084|                                                           dddmmss.s |
 AQ2084| AQ2073 COQUINA BASE ROD ON HOTEL TWR       APPROX. 5.2 KM 1571054.5 |
 AQ2084| AQ2082 GOLD TWIN WATER TANKS               APPROX. 9.4 KM 1590000.6 |
 AQ2084| AQ2128 SEABREEZE WATER WORKS TANK          APPROX.11.2 KM 1604034.9 |
 AQ2084| AQ2078 ORMOND HOTEL CHIMNEY                APPROX. 5.1 KM 1644451.8 |
 AQ2084| AQ2077 BLACK IRON CHIM ORMOND HOTEL        APPROX. 5.1 KM 1645444.9 |
 AQ2084| AQ2076 FLAG MAIN FLAG OF ORMOND HOTEL      APPROX. 5.1 KM 1653931.9 |
 AQ2084|---------------------------------------------------------------------|
 AQ2084
 AQ2084                          SUPERSEDED SURVEY CONTROL
 AQ2084
 AQ2084  NAD 83(1986)-  29 20 05.72442(N)    081 03 36.55706(W) AD(       ) 2
 AQ2084  NAD 27      -  29 20 04.80400(N)    081 03 37.35900(W) AD(       ) 2
 AQ2084
 AQ2084.Superseded values are not recommended for survey control.
 AQ2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2084.See file dsdata.txt to determine how the superseded data were derived.
 AQ2084
 AQ2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9416045094(NAD 83)
 AQ2084_MARKER: Z = SEE DESCRIPTION
 AQ2084_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AQ2084_SP_SET: OBJECT DRIVEN INTO GROUND
 AQ2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2084
 AQ2084  HISTORY     - Date     Condition        Report By
 AQ2084  HISTORY     - 1873     MONUMENTED       CGS
 AQ2084  HISTORY     - 1906     SEE DESCRIPTION  CGS
 AQ2084  HISTORY     - 1924     GOOD             CGS
 AQ2084  HISTORY     - 1927     GOOD             CGS
 AQ2084  HISTORY     - 1929     GOOD             CGS
 AQ2084  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AQ2084  HISTORY     - 1934     GOOD             CGS
 AQ2084  HISTORY     - 1952     POOR             CGS
 AQ2084
 AQ2084                          STATION DESCRIPTION
 AQ2084
 AQ2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 AQ2084'ON A SAND HILL ON THE SECOND RIDGE FROM THE OCEAN AND 200 METERS
 AQ2084'N OF THE NINETEENTH MILEPOST OF THE ORMOND-DAYTONA AUTOMOBILE
 AQ2084'RACE COURSE.  THE HILL IS THE HIGHEST IN THE VICINITY, AND IS BARE
 AQ2084'ON THE E, N, AND S SIDES.  THERE IS A DEEP DEPRESSION BETWEEN
 AQ2084'THIS RIDGE AND THE RIDGE WHICH LIES BETWEEN IT AND THE OCEAN.
 AQ2084'THE STATION IS MARKED BY TWO 4-INCH TERRA-COTTA SEWER PIPES EACH
 AQ2084'2-1/2 FEET LONG, PLACED ONE ABOVE THE OTHER AND SEPARATED BY
 AQ2084'A LAYER OF SHELL OR SAND.  BOTH PIPES ARE FILLED WITH CEMENT,
 AQ2084'AND A MASS OF THE SAME MATERIAL WAS PLACED AROUND THE BOTTOM
 AQ2084'AND TOP OF THE LOWER PIPE AND AROUND THE BOTTOM OR TOP OF
 AQ2084'THE UPPER PIPE.  THE CENTERS OF THE PIPES MARK THE
 AQ2084'STATION.  THE REFERENCE MARK IS A 4-INCH TERRA-COTTA PIPE,
 AQ2084'2-1/2 FEET LONG, PLACED 2 FEET IN THE GROUND, AND 28.10
 AQ2084'METERS FROM THE STATION IN LINE TO THE FLAGSTAFF OF BRETON
 AQ2084'INN HOTEL AT ORMOND BEACH.  THE FOLLOWING DISTANCES AND
 AQ2084'DIRECTIONS ARE FROM THE TRIANGULATION STATION--CLUMP OF
 AQ2084'PINES E OF RIVER, S 60 DEG 30 MIN W.  GAP IN CLUMP OF PINES,
 AQ2084'N 43 DEG 37 MIN W.  J.E. BACONS WATER TOWER, FLAGSTAFF, N 29 DEG 38
 AQ2084'MIN W.  BACONS COTTAGE ON BEACH, GABLE, N 22 DEG 18 MIN W.
 AQ2084'REFERENCE PIPE AND BRETON INN FLAGSTAFF, S 23 DEG 05 MIN E.
 AQ2084'ORMOND HOTEL CHIMNEY, S 15 DEG 16 MIN E.
 AQ2084
 AQ2084                          STATION RECOVERY (1924)
 AQ2084
 AQ2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (JHH)
 AQ2084'STATION FOUND AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 AQ2084'
 AQ2084'NONE OF THE MILEPOSTS MENTIONED IN THE ORIGINAL DESCRIPTION
 AQ2084'ARE IN PLACE.
 AQ2084
 AQ2084                          STATION RECOVERY (1927)
 AQ2084
 AQ2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (KTA)
 AQ2084'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS IN ORIGINAL
 AQ2084'DESCRIPTION.  ALL DIRECTIONS WERE CHECKED EXCEPT THE CLUMP OF
 AQ2084'PINES E OF RIVER WHICH IS NO LONGER PROMINENT.  THE MILEPOST
 AQ2084'MENTIONED IN THE ORIGINAL DESCRIPTION IS NOT IN.  THE SAND
 AQ2084'HILL ON WHICH THE STATION IS LOCATED IS ON THE SECOND RIDGE
 AQ2084'FROM THE OCEAN.  THE HILL IS THE HIGHEST IN THE VICINITY AND IS
 AQ2084'NOW BARE ON THE E, N, AND W SIDES.  NEITHER THE DEPRESSION NOR
 AQ2084'THE RIDGE BETWEEN THIS RIDGE AND THE OCEAN ARE NOW VERY
 AQ2084'PRONOUNCED BECAUSE OF THE CONSTRUCTION OF A NEW HIGHWAY ALONG
 AQ2084'THE FIRST RIDGE.  THE COORDINATES OF THE STATION FROM THE
 AQ2084'HIGHWAY ARE--312.7 METERS (1026 FEET) MEASURED
 AQ2084'NORTHWARD ALONG THE NEW ASPHALT SURFACE HIGHWAY FROM THE
 AQ2084'INNER TANGENT OF THE S CURVE TO A POINT OPPOSITE STATION.  37.8
 AQ2084'METERS (124 FEET) S 60 DEG W MEASURED PERPENDICULAR TO
 AQ2084'THE HIGHWAY AND FROM THE LANDWARD EDGE OF THE CONCRETE CURB TO
 AQ2084'THE STATION.  THE CURVE MENTIONED IN THE HIGHWAY IS THE ONLY
 AQ2084'ONE IN THE VICINITY AND OCCURS WHERE THE HIGHWAY CROSSES
 AQ2084'FROM THE LANDWARD TO THE SEAWARD SIDE OF THE HIGHER SAND
 AQ2084'HILLS ON WHICH THE STATION IS LOCATED.
 AQ2084
 AQ2084                          STATION RECOVERY (1929)
 AQ2084
 AQ2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (OSR)
 AQ2084'STATION RECOVERED AS DESCRIBED IN RECOVERY NOTE OF K.T. ADAMS
 AQ2084'IN 1927.  TILE IS NOW ON SEAWARD SIDE OF DUNE.  MAY POSSIBLY BE
 AQ2084'LOST IN SHIFTING OF SAND IN A FEW YEARS.
 AQ2084
 AQ2084                          STATION RECOVERY (1932)
 AQ2084
 AQ2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB)
 AQ2084'STATION IS ABOUT 11.5 MILES S OF THE FLAGLER BEACH HOTEL.  STATION
 AQ2084'IS 8.2 MILES N OF THE SUB-POST OFFICE IN EAST DAYTONA
 AQ2084'BEACH.  STATION IS 3 MILES N OF THE COQUINA HOTEL, ON THE SECOND
 AQ2084'SAND RIDGE W OF THE OCEAN BEACH BOULEVARD HIGHWAY.  IT IS ABOUT 40
 AQ2084'PACES W FROM CENTER OF THE HIGHWAY AND 60 PACES W OF HIGH
 AQ2084'WATER.  STATION IS 100 PACES S OF A SAND ROAD LEADING FROM THE
 AQ2084'HIGHWAY W TO HALIFAX RIVER.
 AQ2084'
 AQ2084'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE,
 AQ2084'IN THE TOP OF A TILE.
 AQ2084'
 AQ2084'REFERENCE MARK IS 28.1 METERS FROM THE STATION IN LINE TO
 AQ2084'FLAGSTAFF OF BRETON INN HOTEL AT ORMOND BEACH.  ITS TOP WAS
 AQ2084'BROKEN OFF AND THE JAGGED TOP PROJECTS ABOUT 4 INCHES.
 AQ2084'
 AQ2084'TO REACH FROM EAST DAYTONA BEACH, GO S ON THE OCEAN BEACH BOULEVARD
 AQ2084'11.5 MILES S OF THE FLAGLER BEACH HOTEL.
 AQ2084
 AQ2084                          STATION RECOVERY (1934)
 AQ2084
 AQ2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RDH)
 AQ2084'THE ORIGINAL DESCRIPTION IS ACCURATE AND DETAILED AND THE
 AQ2084'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AQ2084'FOLLOWS--
 AQ2084'
 AQ2084'THE STATION IS 8.2 MILES N OF THE SUB-POST OFFICE IN EAST
 AQ2084'DAYTONA BEACH, 11.5 MILES S OF FLAGLER BEACH HOTEL, 3 MILES N
 AQ2084'OF THE COQUINA, ON THE SECOND SAND RIDGE W OF THE OCEAN BEACH
 AQ2084'BOULEVARD (ROUTE 140), ABOUT 100 YARDS S OF THE SAND ROAD LEADING
 AQ2084'FROM THE HIGHWAY W TO HALIFAX RIVER.  IT IS 284.1 FEET S OF
 AQ2084'TRIANGULATION STATION ARENA 2, 124 FEET W OF THE W EDGE OF THE
 AQ2084'PAVEMENT, AND 91 FEET N OF THE REFERENCE TILE.
 AQ2084'
 AQ2084'THE STATION MARK IS A 4-INCH TILE (INSIDE DIAMETER), FILLED
 AQ2084'WITH CONCRETE TO WITHIN 1 INCH OF THE TOP.  THE REFERENCE TILE
 AQ2084'WAS FOUND BROKEN OFF EVEN WITH THE TOP OF THE GROUND AND THE
 AQ2084'DISTANCE MEASURED TO IT CHECKED THE ORIGINAL MEASUREMENT.  THE
 AQ2084'MEASUREMENTS OF DISTANCE AND DIRECTION WERE MADE TO THE
 AQ2084'APPROXIMATE CENTER OF THE TILE SINCE THERE IS NO DISK IN THE
 AQ2084'TOP OF IT.  THE STATION IS LIKELY TO BE LOST IN THE NEXT FEW
 AQ2084'YEARS BY SHIFTING SANDS.
 AQ2084
 AQ2084                          STATION RECOVERY (1952)
 AQ2084
 AQ2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 AQ2084'THE STATION WAS RECOVERED WITH THE DISK MISSING AS DESCRIBED BY
 AQ2084'R.D.H. IN 1934.  THE REFERENCE TILE WAS RECOVERED, HOWEVER, IT
 AQ2084'APPARENTLY HAD NOT BEEN BROKEN AS DESCRIBED.  A MEASUREMENT WAS
 AQ2084'MADE WITH A STEEL TAPE FROM THE APPROXIMATE CENTER OF THE STATION
 AQ2084'MARK TO THE CENTER OF A CROSS SCRATCHED IN THE CONCRETE IN THE
 AQ2084'REFERENCE TILE.  IT WAS FOUND TO BE 92.06 FT. INSTEAD OF 91.0
 AQ2084'FT. AS DESCRIBED IN 1934.  THE MEASUREMENT TO STATION ARENA 2 WAS
 AQ2084'CHECKED AND FOUND TO BE CORRECT.  THE PREVIOUS DESCRIPTIONS ARE
 AQ2084'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 AQ2084'
 AQ2084'THE STATION IS LOCATED 3.2 MI. N ALONG STATE HIGHWAY A1A
 AQ2084'FROM THE COQUINA HOTEL IN ORMOND BEACH, IN THE REAL ESTATE
 AQ2084'DEVELOPMENT OF HOLLAND BY THE SEA, NEAR THE CREST OF THE FIRST
 AQ2084'HIGH SAND RIDGE W OF THE HIGHWAY, 285.9 FT. S OF THE CENTER OF
 AQ2084'HOLLAND ROAD, 284.1 FT. S OF STATION ARENA 2, AND 134.8 FT. W
 AQ2084'OF THE CENTER OF THE HIGHWAY.  THE STATION IS MARKED BY A
 AQ2084'CONCRETE FILLED 4-IN. TERRA-COTTA PIPE WHICH PROJECTS 6 IN.
 AQ2084'
 AQ2084'THE REFERENCE TILE IS S OF THE STATION, 378.0 FT. S OF THE CENTER
 AQ2084'OF HOLLAND ROAD, AND 135.0 FT. W OF THE CENTER OF THE
 AQ2084'HIGHWAY.  IT IS MARKED BY A CROSS SCRATCHED IN THE TOP OF A
 AQ2084'CONCRETE FILLED 4-IN. TERRA-COTTA PIPE WHICH PROJECTS 4 IN.
 AQ2084'
 AQ2084'TO REACH FROM THE COQUINA HOTEL IN ORMOND BEACH, TRAVEL N ON
 AQ2084'STATE HIGHWAY A1A FOR 3.2 MI. TO HOLLAND BY THE SEA AND THE
 AQ2084'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1430 ***********************************************************************
 BG1430  DESIGNATION -  ARGYLE AZ MK
 BG1430  PID         -  BG1430
 BG1430  STATE/COUNTY-  FL/WALTON
 BG1430  USGS QUAD   -  DE FUNIAK SPRINGS EAST (1987)
 BG1430
 BG1430                         *CURRENT SURVEY CONTROL
 BG1430  ___________________________________________________________________
 BG1430* NAD 83(1986)-  30 43 23.     (N)    086 03 07.     (W)     SCALED    
 BG1430* NAVD 88     -        80.358  (meters)     263.64   (feet)  ADJUSTED  
 BG1430  ___________________________________________________________________
 BG1430  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG1430  DYNAMIC HT  -          80.254 (meters)     263.30  (feet)  COMP
 BG1430  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BG1430
 BG1430  VERT ORDER  -  FIRST     CLASS II
 BG1430
 BG1430.The horizontal coordinates were scaled from a topographic map and have
 BG1430.an estimated accuracy of +/- 6 seconds.
 BG1430
 BG1430.The orthometric height was determined by differential leveling
 BG1430.and adjusted by the National Geodetic Survey in June 1991..
 BG1430
 BG1430.The geoid height was determined by GEOID03.
 BG1430
 BG1430.The dynamic height is computed by dividing the NAVD 88
 BG1430.geopotential number by the normal gravity value computed on the
 BG1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1430.degrees latitude (g = 980.6199 gals.).
 BG1430
 BG1430.The modeled gravity was interpolated from observed gravity values.
 BG1430
 BG1430;                    North         East    Units  Estimated Accuracy
 BG1430;SPC FL N     -   192,010.      451,360.      MT  (+/- 180 meters Scaled)
 BG1430
 BG1430                          SUPERSEDED SURVEY CONTROL
 BG1430
 BG1430  NGVD 29 (??/??/92)   80.453  (m)          263.95   (f) ADJ UNCH    1 2
 BG1430
 BG1430.Superseded values are not recommended for survey control.
 BG1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1430.See file dsdata.txt to determine how the superseded data were derived.
 BG1430
 BG1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU907992(NAD 83)
 BG1430_MARKER: DZ = AZIMUTH MARK DISK
 BG1430_SETTING: 0 = UNSPECIFIED SETTING
 BG1430_STAMPING: ARGYLE 1953
 BG1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1430
 BG1430  HISTORY     - Date     Condition        Report By
 BG1430  HISTORY     - 1953     MONUMENTED       CGS
 BG1430  HISTORY     - 1969     GOOD             NGS
 BG1430  HISTORY     - 19910430 GOOD             USPSQD
 BG1430  HISTORY     - 19980226 GOOD             USPSQD
 BG1430
 BG1430                          STATION DESCRIPTION
 BG1430
 BG1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BG1430'0.8 MI W FROM ARGYLE.
 BG1430'0.4 MILE WEST ALONG STATE HIGHWAY 183 FROM THE POST OFFICE IN
 BG1430'ARGYLE TO THE JUNCTION OF U.S. HIGHWAY 90, THENCE WEST ON U.S.
 BG1430'90 FOR 0.4 MILE TO MARK ON LEFT.  87 FEET WEST OF THE CENTERLINE
 BG1430'OF SAND ROAD, 55 FEET SOUTH OF CENTERLINE OF U.S. 90, 24 1/2
 BG1430'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 1 FOOT WEST
 BG1430'OF A METAL WITNESS POST.  PROJECTS ABOUT 3 INCHES.
 BG1430
 BG1430                          STATION RECOVERY (1991)
 BG1430
 BG1430'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG1430'RECOVERED IN GOOD CONDITION.
 BG1430
 BG1430                          STATION RECOVERY (1998)
 BG1430
 BG1430'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1426 ***********************************************************************
 BG1426  DESIGNATION -  ARGYLE RESET
 BG1426  PID         -  BG1426
 BG1426  STATE/COUNTY-  FL/WALTON
 BG1426  USGS QUAD   -  DE FUNIAK SPRINGS EAST (1987)
 BG1426
 BG1426                         *CURRENT SURVEY CONTROL
 BG1426  ___________________________________________________________________
 BG1426* NAD 83(1990)-  30 43 38.68126(N)    086 03 24.15951(W)     ADJUSTED  
 BG1426* NAVD 88     -        78.01   (meters)     255.9    (feet)  RESET     
 BG1426  ___________________________________________________________________
 BG1426  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BG1426  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG1426
 BG1426  HORZ ORDER  -  SECOND
 BG1426  VERT ORDER  -  THIRD
 BG1426
 BG1426.The horizontal coordinates were established by classical geodetic methods
 BG1426.and adjusted by the National Geodetic Survey in May 1991..
 BG1426
 BG1426.The orthometric height was computed from unverified reset data.
 BG1426
 BG1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG1426
 BG1426.The geoid height was determined by GEOID03.
 BG1426
 BG1426;                    North         East     Units Scale Factor Converg.
 BG1426;SPC FL N     -   192,501.687   450,911.462   MT  0.99999608   -0 46 56.2
 BG1426;SPC FL N     -   631,565.95  1,479,365.35   sFT  0.99999608   -0 46 56.2
 BG1426;UTM  16      - 3,399,772.781   590,309.189   MT  0.99970061   +0 28 55.2
 BG1426
 BG1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG1426!SPC FL N     -   0.99999207  x   0.99999608  =   0.99998815
 BG1426!UTM  16      -   0.99999207  x   0.99970061  =   0.99969269
 BG1426
 BG1426:                Primary Azimuth Mark                     Grid Az
 BG1426:SPC FL N     -  ARGYLE AZ MK                             137 29 53.6
 BG1426:UTM  16      -  ARGYLE AZ MK                             136 14 02.2
 BG1426
 BG1426|---------------------------------------------------------------------|
 BG1426| PID    Reference Object                     Distance      Geod. Az  |
 BG1426|                                                           dddmmss.s |
 BG1426| BG1430 ARGYLE AZ MK                                       1364257.4 |
 BG1426| BG1427 ARGYLE RM 1                          24.768 METERS 16910     |
 BG1426| BG1429 ARGYLE RM 3                          25.923 METERS 32434     |
 BG1426| BG1428 ARGYLE RM 2                          25.878 METERS 32459     |
 BG1426|---------------------------------------------------------------------|
 BG1426
 BG1426                          SUPERSEDED SURVEY CONTROL
 BG1426
 BG1426  NAD 83(1986)-  30 43 38.69306(N)    086 03 24.16437(W) AD(       ) 2
 BG1426  NAD 27      -  30 43 38.01300(N)    086 03 24.38800(W) AD(       ) 2
 BG1426  NGVD 29 (??/??/??)   78.11   (m)          256.3    (f) RESET       3  
 BG1426
 BG1426.Superseded values are not recommended for survey control.
 BG1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1426.See file dsdata.txt to determine how the superseded data were derived.
 BG1426
 BG1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9030999773(NAD 83)
 BG1426_MARKER: DS = TRIANGULATION STATION DISK
 BG1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1426_SP_SET: INTO TOP OF CONCRETE MONUMENT
 BG1426_STAMPING: ARGYLE 1953 1969
 BG1426_MARK LOGO: CGS   
 BG1426_PROJECTION: RECESSED 15 CENTIMETERS
 BG1426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1426
 BG1426  HISTORY     - Date     Condition        Report By
 BG1426  HISTORY     - 1969     MONUMENTED       CGS
 BG1426  HISTORY     - 1969     GOOD             CGS
 BG1426  HISTORY     - 19830615 GOOD             NGS
 BG1426  HISTORY     - 19910430 GOOD             USPSQD
 BG1426  HISTORY     - 19980226 MARK NOT FOUND   USPSQD
 BG1426
 BG1426                          STATION DESCRIPTION
 BG1426
 BG1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BG1426'STATION MARK WAS FOUND WITH THE DISK BROKEN FROM THE MONUMENT,
 BG1426'BUT WITH THE STEM OF THE DISK STILL REMAINING IN GOOD
 BG1426'CONDITION.  THE CENTER OF THE STEM OF THE DISK WAS PLUMBED AND A
 BG1426'NEW DISK WAS THEN CEMENTED IN ITS ORIGINAL POSITION.  REFERENCE
 BG1426'MARK NO. 2 WAS FOUND DESTROYED, SO REFERENCE MARK NO. 3 WAS
 BG1426'SET.  REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD
 BG1426'CONDITION.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION BUT
 BG1426'IS NO LONGER VISIBLE FROM THE STATION, DUE TO OBSTRUCTION FROM
 BG1426'TREES AND A HOUSE WHICH WAS BUILT ON LINE.
 BG1426'
 BG1426'THE 1953 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 BG1426'
 BG1426'STATION MARK DISK IS STAMPED ARGYLE 1953 1969 AND IS 45 FEET
 BG1426'EAST OF THE CENTERLINE OF A CURVE IN THE DRIVEWAY, 70-1/2 FEET
 BG1426'SOUTH OF A FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS
 BG1426'POST.  THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 BG1426'
 BG1426'REFERENCE MARK NO. 1 IS 115 FEET NORTHEAST OF THE CENTERLINE OF
 BG1426'AN INTERSECTION OF TWO DRIVEWAYS AND 17 FEET EAST OF THE CENTERLINE
 BG1426'OF A SAND DRIVEWAY.  THE MARK PROJECTS 3 INCHES.
 BG1426'
 BG1426'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 BG1426'SQUARE CONCRETE POST AND STAMPED ARGYLE 1953 NO 3 1969 IS 75
 BG1426'FEET NORTH OF THE CENTERLINE OF DRIVEWAY TO MAINTENANCE GARAGE,
 BG1426'62-1/2 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF AN OLD
 BG1426'FENCE.  THE MARK PROJECTS 6 INCHES.
 BG1426'
 BG1426'AZIMUTH MARK IS 87 FEET WEST OF A SAND ROAD, 55 FEET SOUTH OF
 BG1426'THE CENTERLINE OF U.S. HIGHWAY 90, 24-1/2 FEET NORTH OF THE
 BG1426'NORTH RAIL OF RAILROAD TRACKS AND 1 FOOT WEST OF A METAL WITNESS
 BG1426'POST.  THE MARK PROJECTS 3 INCHES.
 BG1426'
 BG1426'STATION MAY ALSO BE REACHED FROM THE POST OFFICE IN THE VILLAGE
 BG1426'OF ARGYLE BY GOING WEST ON STATE HIGHWAY 183 FOR 0.4 MILE
 BG1426'TO THE JUNCTION OF U.S. HIGHWAY 90.  CONTINUE WESTERLY ON
 BG1426'U.S. 90 FOR 0.4 MILE TO THE AZIMUTH MARK ON LEFT (SOUTH) SIDE
 BG1426'OF HIGHWAY.  CONTINUE WESTERLY ON U.S. 90 FOR 0.35 MILE TO
 BG1426'DRIVEWAY TO FOREST SERVICE FIRE TOWER ON RIGHT.  TURN RIGHT AND
 BG1426'GO NORTH ON DRIVEWAY FOR 0.15 MILE TO STATION AS DESCRIBED.
 BG1426'
 BG1426'NOTE--DUE TO TREES SURROUNDING THE STATION SITE, THERE ARE NO
 BG1426'OBJECTS VISIBLE TO SET A NEW AZIMUTH MARK AND IT WILL REQUIRE
 BG1426'CONSIDERABLE CLEARING.
 BG1426'
 BG1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG1426'1.35 MI. WEST OF ARGYLE.
 BG1426
 BG1426                          STATION RECOVERY (1969)
 BG1426
 BG1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BG1426'1.4 MI W FROM ARGYLE.
 BG1426'0.4 MILE WEST ALONG STATE HIGHWAY 183 FROM THE POST OFFICE IN
 BG1426'ARGYLE TO THE JUNCTION OF U.S. HIGHWAY 90, THENCE WEST ALONG
 BG1426'U.S. 90 FOR 0.75 MILE TO DRIVEWAY AT STATE FOREST SERVICE FIRE
 BG1426'TOWER, THENCE NORTH ALONG DRIVEWAY FOR 0.15 MILE, 45 FEET EAST
 BG1426'OF THE CENTERLINE OF CURVE IN DRIVEWAY, 70 1/2 FEET SOUTH OF
 BG1426'FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.  ABOUT
 BG1426'3 INCHES BELOW THE SURFACE OF THE GROUND.
 BG1426
 BG1426                          STATION RECOVERY (1983)
 BG1426
 BG1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BG1426'THE STATION MARK, REFERENCE MARK 3 AND AZIMUTH MARK WERE RECOVERED AND
 BG1426'FOUND IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND DESTROYED.
 BG1426'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME. AZIMUTH MARK IS NOT
 BG1426'VISIBLE DUE TO TREES AND BRUSH. DUE TO CHANGES, A COMPLETE NEW
 BG1426'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI)
 BG1426'EAST OF DE FUNIAK SPRINGS, 1.6 KM (1.00 MI) WEST OF ARGYLE AND AT THE
 BG1426'STATE FOREST SERVICE FIRE TOWER. TO REACH THE STATION FROM THE POST
 BG1426'OFFICE IN ARGYLE, GO WEST ALONG STATE HIGHWAY 183 FOR 0.64 KM (0.40
 BG1426'MI) TO THE JUNCTION OF US HIGHWAY 90 FOR 1.2 KM (0.75 MI) TO DRIVEWAY
 BG1426'ON RIGHT TO STATE FOREST SERVICE FIRE TOWER.  TURN RIGHT AND GO NORTH
 BG1426'ON DRIVEWAY FOR 0.24 KM (0.15 MI) TO STATION ON RIGHT. THE STATION IS
 BG1426'A STANDARD CGS DISK STAMPED--ARGYLE 1953 1969--,  SET INTO THE TOP OF
 BG1426'A SQUARE CONCRETE MONUMENT, 20 CM (8 IN) ON SIDE, RECESSED 6 IN BELOW
 BG1426'THE GROUND. THE STATION IS LOCATED 21.95 METERS (72.01 FT) SOUTH OF
 BG1426'SOUTH END OF PINE TREE PLANT AND PROPERTY LINE, 7.01 METERS (23.00 FT)
 BG1426'NORTHEAST OF HEDGE ROW AND BUSHES, 8.53 METERS (27.99 FT)
 BG1426'EAST-NORTHEAST OF OPENING BUSHES AROUND OUTSIDE OF DRIVEWAY, 4.88
 BG1426'METERS (16.01 FT) WEST OF WEST EDGE OF PINE TREE PLANT, 0.46 METERS
 BG1426'(1.51 FT) SOUTH OF A METAL WITNESS POST. REFERENCE MARK NO 3 IS A
 BG1426'STANDARD CGS DISK STAMPED,--ARGYLE NO 3 1953--, SET INTO THE TOP OF A
 BG1426'SQUARE CONCRETE MONUMENT, 30 CM (12 IN) IN DIAMETER, PROJECTING 6
 BG1426'INCHES. THE STATION IS LOCATED 25.60 METERS (83.99 FT) NORTHEAST OF
 BG1426'THE CENTER OF CIRCLE DRIVE, 19.51 METERS (64.01 FT) WEST OF THE WEST
 BG1426'EDGE OF PINE TREE PLANT, 1.83 METERS (6.00 FT) SOUTH OF THE SOUTH EDGE
 BG1426'OF PINE TREE PALNT AND PROPERTY LINE, .46 METERS (1.51 FT) SOUTH OF A
 BG1426'METAL WITNESS POST AND .30 METERS (0.98 FT) LOWER THAN THE STATION.
 BG1426'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED,--ARGYLE NO 4 1953
 BG1426'1983--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM (12 IN)
 BG1426'IN DIAMETER, PROJECTING 6 INCHES. THE STATION IS LOCATED 6.71 METERS
 BG1426'(22.01 FT) WEST OF THE WEST DRIVE OF CIRCLE DRIVEWAY, .30 METERS (0.98
 BG1426'FT) WEST OF THE WEST EDGE OF PINE TREE PLANT, 1.52 METERS (4.99 FT)
 BG1426'EAST OF THE HEDGE ROW OF BUSHES, .61 METERS (2.00 FT) NORTH OF A METAL
 BG1426'WITNESS POST. AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 BG1426'STAMPED,--ARGYLE 1953--, SET INTO THE TOP OF A SQUARE CONCRETE
 BG1426'MONUMENT, 30 CM (12 IN) IN DIAMETER, FLUSH WITH THE GROUND. THE
 BG1426'STATION IS LOCATED 26.52 METERS (87.01 FT) WEST OF CENTER OF SAND
 BG1426'ROAD, 16.76 METERS (54.99 FT) SOUTH OF CENTER OF US HIGHWAY 90, 16.76
 BG1426'METERS (54.99 FT) SOUTH OF CENTER OF US HIGHWAY 90, 7.47 METERS (24.51
 BG1426'FT) NORTH OF THE NORTH RAIL OF RAILROAD TRACK, .30 METERS (0.98 FT)
 BG1426'WEST OF A METAL WITNESS POST. TO REACH THE AZIMUTH MARK FROM STATION,
 BG1426'GO SOUTH ON DRIVEWAY 0.15 MILE (0.24 KM) TO US HIGHWAY 90. TURN LEFT
 BG1426'AND GO EAST ON US HIGHWAY 90 FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD
 BG1426'RIGHT AND MARK.
 BG1426
 BG1426                          STATION RECOVERY (1991)
 BG1426
 BG1426'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG1426'RECOVERED IN GOOD CONDITION.
 BG1426
 BG1426                          STATION RECOVERY (1998)
 BG1426
 BG1426'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1427 ***********************************************************************
 BG1427  DESIGNATION -  ARGYLE RM 1
 BG1427  PID         -  BG1427
 BG1427  STATE/COUNTY-  FL/WALTON
 BG1427  USGS QUAD   -  DE FUNIAK SPRINGS EAST (1987)
 BG1427
 BG1427                         *CURRENT SURVEY CONTROL
 BG1427  ___________________________________________________________________
 BG1427* NAD 83(1986)-  30 43 39.     (N)    086 03 24.     (W)     SCALED    
 BG1427* NAVD 88     -        78.353  (meters)     257.06   (feet)  ADJUSTED  
 BG1427  ___________________________________________________________________
 BG1427  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG1427  DYNAMIC HT  -          78.252 (meters)     256.73  (feet)  COMP
 BG1427  MODELED GRAV-     979,349.6   (mgal)                       NAVD 88
 BG1427
 BG1427  VERT ORDER  -  FIRST     CLASS II
 BG1427
 BG1427.The horizontal coordinates were scaled from a topographic map and have
 BG1427.an estimated accuracy of +/- 6 seconds.
 BG1427
 BG1427.The orthometric height was determined by differential leveling
 BG1427.and adjusted by the National Geodetic Survey in June 1991..
 BG1427
 BG1427.The geoid height was determined by GEOID03.
 BG1427
 BG1427.The dynamic height is computed by dividing the NAVD 88
 BG1427.geopotential number by the normal gravity value computed on the
 BG1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1427.degrees latitude (g = 980.6199 gals.).
 BG1427
 BG1427.The modeled gravity was interpolated from observed gravity values.
 BG1427
 BG1427;                    North         East    Units  Estimated Accuracy
 BG1427;SPC FL N     -   192,510.      450,920.      MT  (+/- 180 meters Scaled)
 BG1427
 BG1427                          SUPERSEDED SURVEY CONTROL
 BG1427
 BG1427  NGVD 29 (??/??/92)   78.448  (m)          257.37   (f) ADJ UNCH    1 2
 BG1427
 BG1427.Superseded values are not recommended for survey control.
 BG1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1427.See file dsdata.txt to determine how the superseded data were derived.
 BG1427
 BG1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU903997(NAD 83)
 BG1427_MARKER: DR = REFERENCE MARK DISK
 BG1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1427_STAMPING: ARGYLE NO 1 1953
 BG1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1427+STABILITY: SURFACE MOTION
 BG1427
 BG1427  HISTORY     - Date     Condition        Report By
 BG1427  HISTORY     - 1953     MONUMENTED       CGS
 BG1427  HISTORY     - 1965     GOOD             NGS
 BG1427  HISTORY     - 1969     GOOD             NGS
 BG1427  HISTORY     - 19910430 MARK NOT FOUND   USPSQD
 BG1427  HISTORY     - 19980216 GOOD             USPSQD
 BG1427
 BG1427                          STATION DESCRIPTION
 BG1427
 BG1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG1427'3.5 MI E FROM DE FUNIAK SPRINGS.
 BG1427'3.5 MILES EASTERLY ALONG LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BG1427'STATION AT DE FUNIAK SPRINGS, ABOUT 1.2 MILES WLY FROM THE FLAG
 BG1427'STATION AT ARGYLE, ABOUT 0.15 MILE N OF THE R.R., ABOUT 170 YARDS
 BG1427'NNE OF ARGYLE FIRE LOOKOUT TOWER, 19 FEET N OF PROJECTED PLANE
 BG1427'OF S WALL OF FLORIDA FOREST SERVICE GARAGE BUILDING, 17 FEET
 BG1427'E OF CENTER LINE OF THE DRIVEWAY IN FROM THE HWY., AND PROJECTING
 BG1427'0.2 FOOT ABOVE GROUND.
 BG1427
 BG1427                          STATION RECOVERY (1969)
 BG1427
 BG1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BG1427'RECOVERED IN GOOD CONDITION.
 BG1427
 BG1427                          STATION RECOVERY (1991)
 BG1427
 BG1427'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG1427'MARK NOT FOUND.
 BG1427
 BG1427                          STATION RECOVERY (1998)
 BG1427
 BG1427'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1429 ***********************************************************************
 BG1429  DESIGNATION -  ARGYLE RM 3
 BG1429  PID         -  BG1429
 BG1429  STATE/COUNTY-  FL/WALTON
 BG1429  USGS QUAD   -  DE FUNIAK SPRINGS EAST (1987)
 BG1429
 BG1429                         *CURRENT SURVEY CONTROL
 BG1429  ___________________________________________________________________
 BG1429* NAD 83(1986)-  30 43 39.     (N)    086 03 24.     (W)     SCALED    
 BG1429* NAVD 88     -        78.13   (meters)     256.3    (feet)  RESET     
 BG1429  ___________________________________________________________________
 BG1429  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG1429
 BG1429  VERT ORDER  -  THIRD
 BG1429
 BG1429.The horizontal coordinates were scaled from a topographic map and have
 BG1429.an estimated accuracy of +/- 6 seconds.
 BG1429
 BG1429.The orthometric height was computed from unverified reset data.
 BG1429
 BG1429.The geoid height was determined by GEOID03.
 BG1429
 BG1429;                    North         East    Units  Estimated Accuracy
 BG1429;SPC FL N     -   192,510.      450,920.      MT  (+/- 180 meters Scaled)
 BG1429
 BG1429                          SUPERSEDED SURVEY CONTROL
 BG1429
 BG1429  NGVD 29 (??/??/??)   78.22   (m)          256.6    (f) RESET       3  
 BG1429
 BG1429.Superseded values are not recommended for survey control.
 BG1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1429.See file dsdata.txt to determine how the superseded data were derived.
 BG1429
 BG1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU903997(NAD 83)
 BG1429_MARKER: DR = REFERENCE MARK DISK
 BG1429_SETTING: 0 = UNSPECIFIED SETTING
 BG1429_STAMPING: ARGYLE 1953 NO 3 1969
 BG1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1429
 BG1429  HISTORY     - Date     Condition        Report By
 BG1429  HISTORY     - 1969     MONUMENTED       CGS
 BG1429  HISTORY     - 19910430 GOOD             USPSQD
 BG1429  HISTORY     - 19980226 GOOD             USPSQD
 BG1429
 BG1429                          STATION DESCRIPTION
 BG1429
 BG1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BG1429'1.4 MI W FROM ARGYLE.
 BG1429'0.4 MILE WEST ALONG STATE HIGHWAY 183 FROM THE POST OFFICE IN
 BG1429'ARGYLE TO THE JUNCTION OF U.S. HIGHWAY 90, THENCE WEST ALONG
 BG1429'U.S. HIGHWAY 90 FOR 0.75 MILE TO DRIVEWAY RIGHT AT STATE FOREST
 BG1429'SERVICE FIRE TOWER, THENCE NORTH ALONG DRIVEWAY FOR 0.15 MILE.
 BG1429'75 FEET NORTH OF CENTERLINE OF DRIVEWAY, 62 1/2 FEET WEST OF
 BG1429'FENCE CORNER AND 1 FOOT SOUTH OF FENCE.  PROJECTS ABOUT 6 INCHES.
 BG1429
 BG1429                          STATION RECOVERY (1991)
 BG1429
 BG1429'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG1429'RECOVERED IN GOOD CONDITION.
 BG1429
 BG1429                          STATION RECOVERY (1998)
 BG1429
 BG1429'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1086 ***********************************************************************
 AC1086  DESIGNATION -  ARID
 AC1086  PID         -  AC1086
 AC1086  STATE/COUNTY-  FL/MONROE
 AC1086  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC1086
 AC1086                         *CURRENT SURVEY CONTROL
 AC1086  ___________________________________________________________________
 AC1086* NAD 83(1986)-  25 13 59.     (N)    080 25 57.     (W)     SCALED    
 AC1086* NAVD 88     -         2.524  (meters)       8.28   (feet)  ADJUSTED  
 AC1086  ___________________________________________________________________
 AC1086  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AC1086  DYNAMIC HT  -           2.520 (meters)       8.27  (feet)  COMP
 AC1086  MODELED GRAV-     978,988.9   (mgal)                       NAVD 88
 AC1086
 AC1086  VERT ORDER  -  FIRST     CLASS II
 AC1086
 AC1086.The horizontal coordinates were scaled from a topographic map and have
 AC1086.an estimated accuracy of +/- 6 seconds.
 AC1086
 AC1086.The orthometric height was determined by differential leveling
 AC1086.and adjusted by the National Geodetic Survey in June 1991..
 AC1086
 AC1086.The geoid height was determined by GEOID03.
 AC1086
 AC1086.The dynamic height is computed by dividing the NAVD 88
 AC1086.geopotential number by the normal gravity value computed on the
 AC1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1086.degrees latitude (g = 980.6199 gals.).
 AC1086
 AC1086.The modeled gravity was interpolated from observed gravity values.
 AC1086
 AC1086;                    North         East    Units  Estimated Accuracy
 AC1086;SPC FL E     -    99,780.      257,180.      MT  (+/- 180 meters Scaled)
 AC1086
 AC1086                          SUPERSEDED SURVEY CONTROL
 AC1086
 AC1086  NGVD 29 (09/01/92)    2.995  (m)            9.83   (f) ADJUSTED    1 2
 AC1086
 AC1086.Superseded values are not recommended for survey control.
 AC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1086.See file dsdata.txt to determine how the superseded data were derived.
 AC1086
 AC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH571908(NAD 83)
 AC1086_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC1086_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC1086+WITH SETTING: PAVEMENT
 AC1086_SP_SET: CONCRETE ANCHOR BLOCK
 AC1086_STAMPING: ARID 1947
 AC1086_MARK LOGO: USE   
 AC1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1086+STABILITY: SURFACE MOTION
 AC1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1086+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1991
 AC1086
 AC1086  HISTORY     - Date     Condition        Report By
 AC1086  HISTORY     - 1947     MONUMENTED       USE
 AC1086  HISTORY     - 1966     GOOD             NGS
 AC1086  HISTORY     - 1972     GOOD             NGS
 AC1086  HISTORY     - 1978     GOOD             NGS
 AC1086  HISTORY     - 1982     GOOD             LOCSUR
 AC1086  HISTORY     - 1986     GOOD             USPSQD
 AC1086  HISTORY     - 1987     GOOD             USPSQD
 AC1086  HISTORY     - 1988     GOOD             USPSQD
 AC1086  HISTORY     - 19901223 GOOD             USPSQD
 AC1086  HISTORY     - 19910123 GOOD             FLDNR
 AC1086  HISTORY     - 19920802 GOOD             USPSQD
 AC1086
 AC1086                          STATION DESCRIPTION
 AC1086
 AC1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC1086'14.4 MI S FROM FLORIDA CITY.
 AC1086'ABOUT 14.4 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AC1086'PALM DRIVE, 0.2 MILE SOUTH OF THE DADE-MONROE COUNTY LINE, 23
 AC1086'YARDS NORTH OF POWER LINE TOWER 123, IN THE TOP OF A 6-BY-10-FOOT
 AC1086'CONCRETE ANCHOR FOR WATER LINE, 31.0 FEET EAST OF THE CENTER LINE
 AC1086'OF HIGHWAY AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AC1086
 AC1086                          STATION RECOVERY (1972)
 AC1086
 AC1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AC1086'RECOVERED IN GOOD CONDITION.
 AC1086
 AC1086                          STATION RECOVERY (1978)
 AC1086
 AC1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC1086'RECOVERED IN GOOD CONDITION.
 AC1086
 AC1086                          STATION RECOVERY (1982)
 AC1086
 AC1086'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AC1086'ABOUT 14.4 MILES SOUTH ALONG U.S. HIGHWAY 1, FROM JUNCTION OF PALM
 AC1086'DRIVE AND U.S 1 AT FLORIDA CITY, 0.2 MILE SOUTH OF DADE MONROE COUNTY
 AC1086'LINE, 23 YARDS NORTH OF POWER LINE 123, IN TOP OF 6 X 10 FOOT
 AC1086'CONCRETE ANCHOR FOR WATER LINE, 31 FEET EAST OF CENTER LINE OF
 AC1086'HIGHWAY AND ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY IN MONROE COUNTY.
 AC1086
 AC1086                          STATION RECOVERY (1986)
 AC1086
 AC1086'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC1086'RECOVERED IN GOOD CONDITION.
 AC1086
 AC1086                          STATION RECOVERY (1987)
 AC1086
 AC1086'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1086'RECOVERED IN GOOD CONDITION.
 AC1086
 AC1086                          STATION RECOVERY (1988)
 AC1086
 AC1086'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1086'RECOVERED IN GOOD CONDITION.
 AC1086
 AC1086                          STATION RECOVERY (1990)
 AC1086
 AC1086'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1086'RECOVERED IN GOOD CONDITION.
 AC1086
 AC1086                          STATION RECOVERY (1991)
 AC1086
 AC1086'RECOVERY NOTE BY FL DEPT OF NAT RES 1991
 AC1086'RECOVERED IN GOOD CONDITION.
 AC1086
 AC1086                          STATION RECOVERY (1992)
 AC1086
 AC1086'RECOVERY NOTE BY US POWER SQUADRON 1992 (HV)
 AC1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2082 ***********************************************************************
 BG2082  DESIGNATION -  ARIUM
 BG2082  PID         -  BG2082
 BG2082  STATE/COUNTY-  FL/OKALOOSA
 BG2082  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2082
 BG2082                         *CURRENT SURVEY CONTROL
 BG2082  ___________________________________________________________________
 BG2082* NAD 83(1999)-  30 23 46.08371(N)    086 35 48.63535(W)     ADJUSTED  
 BG2082* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 BG2082  ___________________________________________________________________
 BG2082  X           -     326,852.437 (meters)                     COMP
 BG2082  Y           -  -5,496,437.009 (meters)                     COMP
 BG2082  Z           -   3,208,315.269 (meters)                     COMP
 BG2082  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BG2082  ELLIP HEIGHT-         -25.13  (meters)          (06/11/02) GPS OBS
 BG2082  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG2082  DYNAMIC HT  -           2.348 (meters)       7.70  (feet)  COMP
 BG2082  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 BG2082
 BG2082  HORZ ORDER  -  FIRST
 BG2082  VERT ORDER  -  FIRST     CLASS II
 BG2082  ELLP ORDER  -  FOURTH    CLASS I
 BG2082
 BG2082.The horizontal coordinates were established by GPS observations
 BG2082.and adjusted by the National Geodetic Survey in June 2002..
 BG2082
 BG2082.The orthometric height was determined by differential leveling
 BG2082.and adjusted by the National Geodetic Survey in June 1991..
 BG2082
 BG2082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG2082
 BG2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2082
 BG2082.The ellipsoidal height was determined by GPS observations
 BG2082.and is referenced to NAD 83.
 BG2082
 BG2082.The geoid height was determined by GEOID03.
 BG2082
 BG2082.The dynamic height is computed by dividing the NAVD 88
 BG2082.geopotential number by the normal gravity value computed on the
 BG2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2082.degrees latitude (g = 980.6199 gals.).
 BG2082
 BG2082.The modeled gravity was interpolated from observed gravity values.
 BG2082
 BG2082;                    North         East     Units Scale Factor Converg.
 BG2082;SPC FL N     -   156,611.648   398,511.910   MT  0.99995638   -1 03 13.4
 BG2082;SPC FL N     -   513,816.72  1,307,451.16   sFT  0.99995638   -1 03 13.4
 BG2082;UTM  16      - 3,362,750.517   538,728.343   MT  0.99961850   +0 12 14.4
 BG2082
 BG2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2082!SPC FL N     -   1.00000395  x   0.99995638  =   0.99996033
 BG2082!UTM  16      -   1.00000395  x   0.99961850  =   0.99962245
 BG2082
 BG2082|---------------------------------------------------------------------|
 BG2082| PID    Reference Object                     Distance      Geod. Az  |
 BG2082|                                                           dddmmss.s |
 BG2082| BG2083 ARIUM RM 1                           26.546 METERS 10337     |
 BG2082| BG5041 P016                                261.994 METERS 28209     |
 BG2082| BG4329 FORT WALTON BEACH S MUN TANK        APPROX. 1.7 KM 3084752.9 |
 BG2082| BG0344 ARIUM RM 2                           25.511 METERS 34339     |
 BG2082|---------------------------------------------------------------------|
 BG2082
 BG2082                          SUPERSEDED SURVEY CONTROL
 BG2082
 BG2082  NAD 83(1990)-  30 23 46.08370(N)    086 35 48.63630(W) AD(       ) 1
 BG2082  NAD 83(1990)-  30 23 46.08344(N)    086 35 48.63421(W) AD(       ) 1
 BG2082  ELLIP H (05/15/92)  -24.95   (m)                       GP(       ) 4 1
 BG2082  NAD 83(1990)-  30 23 46.08483(N)    086 35 48.63623(W) AD(       ) 1
 BG2082  NAD 83(1986)-  30 23 46.10377(N)    086 35 48.64353(W) AD(       ) 1
 BG2082  NAD 27      -  30 23 45.38100(N)    086 35 48.81900(W) AD(       ) 1
 BG2082  NAVD 88 (05/15/92)    2.35   (m)            7.7    (f) LEVELING    3  
 BG2082  NGVD 29 (??/??/92)    2.479  (m)            8.13   (f) ADJ UNCH    1 2
 BG2082
 BG2082.Superseded values are not recommended for survey control.
 BG2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2082.See file dsdata.txt to determine how the superseded data were derived.
 BG2082
 BG2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3872862751(NAD 83)
 BG2082_MARKER: DS = TRIANGULATION STATION DISK
 BG2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2082_SP_SET: CONCRETE POST
 BG2082_STAMPING: ARIUM 1956
 BG2082_MARK LOGO: CGS   
 BG2082_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 BG2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2082+STABILITY: SURFACE MOTION
 BG2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2082+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 BG2082
 BG2082  HISTORY     - Date     Condition        Report By
 BG2082  HISTORY     - 1956     MONUMENTED       CGS
 BG2082  HISTORY     - 1957     GOOD             NGS
 BG2082  HISTORY     - 1969     GOOD             CGS
 BG2082  HISTORY     - 1975     GOOD             NGS
 BG2082  HISTORY     - 1987     GOOD             USPSQD
 BG2082  HISTORY     - 1990     GOOD             USPSQD
 BG2082  HISTORY     - 19910430 GOOD             FL-091
 BG2082  HISTORY     - 20040423 GOOD             FLDT
 BG2082
 BG2082                          STATION DESCRIPTION
 BG2082
 BG2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDR)
 BG2082'STATION IS LOCATED ON SANTA ROSA ISLAND ABOUT 0.5 MILE SOUTHEAST
 BG2082'OF FORT WALTON BEACH.  STATION IS 36-1/2 FEET NORTHEAST OF EAST
 BG2082'GATE POST, 47 FEET EAST OF APPROXIMATE CENTERLINE OF MACADAM
 BG2082'ROAD AND 11-1/2 FEET NORTH OF STEEL FENCE.  THE MARK PROJECTS 4
 BG2082'INCHES AND THE DISK IS STAMPED ARIUM 1956.
 BG2082'
 BG2082'REFERENCE MARK NO. 1 IS 134 FEET EAST OF APPROXIMATE CENTERLINE
 BG2082'OF MACADAM ROAD AND 1 FOOT NORTH OF STEEL FENCE.  THE MARK
 BG2082'PROJECTS 6 INCHES AND THE DISK IS STAMPED ARIUM NO 1, 1956.
 BG2082'
 BG2082'REFERENCE MARK NO. 2 IS 27 FEET EAST OF APPROXIMATE CENTERLINE
 BG2082'OF MACADAM ROAD AND 31 FEET SOUTH OF UTILITY POLE.  THE MARK
 BG2082'PROJECTS 4 INCHES AND THE DISK IS STAMPED ARIUM NO 2 1956.
 BG2082'
 BG2082'TO REACH FROM POST OFFICE IN FORT WALTON BEACH, GO EASTERLY
 BG2082'ON U.S. HIGHWAY NO. 98 FOR 0.6 MILE TO EAST END OF
 BG2082'BRIDGE.  CONTINUE EASTERLY ON U.S. HIGHWAY NO. 98 FOR 0.2 MILE
 BG2082'TO MACADAM ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON MACADAM ROAD
 BG2082'FOR 0.05 MILE TO STEEL GATE AT RADAR SITE NO. 5 AND STATION ON
 BG2082'LEFT (EAST) SIDE OF ROAD AS DESCRIBED.
 BG2082'
 BG2082'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BG2082
 BG2082                          STATION RECOVERY (1957)
 BG2082
 BG2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BG2082'0.8 MI E FROM FORT WALTON BEACH.
 BG2082'0.85 MILE EAST ALONG U.S. HIGHWAY 98 FROM THE MASONIC TEMPLE
 BG2082'AND POST OFFICE AT FORT WALTON BEACH, ON SANTA ROSA ISLAND, ABOUT
 BG2082'119 YARDS SOUTH OF CENTER LINE OF HIGHWAY, 47 FEET EAST OF CENTER
 BG2082'LINE OF BLACK TOP ENTRANCE ROAD TO RADAR SITE NO. 5, 87.13 FEET
 BG2082'WEST OF RM NO. 1, 83.74 FEET SOUTH-SOUTHEAST OF RM NO. 2, 12 FEET
 BG2082'NORTH OF A STEEL FENCE AROUND RADAR SITE, 2 1/2 FEET NORTHEAST
 BG2082'OF A VERTICAL RAILROAD RAIL, 2 1/2 FEET SOUTHWEST OF A VERTICAL
 BG2082'RAILROAD RAIL, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 BG2082'CONCRETE POST ABOUT FLUSH WITH GROUND.
 BG2082
 BG2082                          STATION RECOVERY (1969)
 BG2082
 BG2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (TEJ)
 BG2082'STATION, RM 1, RM 2, FOUND TO BE IN GOOD CONDITION.
 BG2082
 BG2082                          STATION RECOVERY (1975)
 BG2082
 BG2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2082'RECOVERED IN GOOD CONDITION.
 BG2082
 BG2082                          STATION RECOVERY (1987)
 BG2082
 BG2082'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJM)
 BG2082'RECOVERED IN GOOD CONDITION.
 BG2082
 BG2082                          STATION RECOVERY (1990)
 BG2082
 BG2082'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG2082'RECOVERED IN GOOD CONDITION.
 BG2082
 BG2082                          STATION RECOVERY (1991)
 BG2082
 BG2082'RECOVERY NOTE BY OKALOOSA COUNTY FLORIDA 1991
 BG2082'STATION IS ON SANTA ROSA ISLAND NEAR FORT WALTON BEACH SOUTHEAST OF
 BG2082'BROOKS BRIDGE.
 BG2082'NGS DESCRIPTION OF 1929...0.85 MI (3104.339700 KM) EAST ALONG US
 BG2082'HIGHWAY 98 FROM THE MASONIC TEMPLE AND POST OFFICE AT FORT WALTON
 BG2082'BEACH, ON SANTA ROSA ISLAND, ABOUT 119 YARDS SOUTH OF CENTERLINE OF
 BG2082'HIGHWAY, 47 FT (14.3 M) EAST OF CENTERLINE OF BLACKTOP ENTRANCE ROAD
 BG2082'TO RADAR SITE NO. 5, 87.13 FEET WEST OF RM NO. 1,  83.74 FT
 BG2082'(25.52 M) SOUTH-SOUTHEAST OF RM NO. 2,  12 FT (3.7 M) NORTH OF A
 BG2082'STEEL FENCE AROUND RADAR SITE, 2.5 FT (0.8 M) NORTHEAST OF A VERTICAL
 BG2082'RAILROAD RAIL, 2.5 FT (0.8 M) SOUTHWEST OF A VERTICAL RAILROAD RAIL,
 BG2082'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT
 BG2082'FLUSH WITH GROUND.
 BG2082'NOTE...MASONIC TEMPLE AND POST OFFICE HAVE BEEN MOVED, ENTRANCE ROAD
 BG2082'TO RADAR SITE NO. 5 IS 0.1 MI (0.2 KM) EAST OF THE INTERSECTION OF US
 BG2082'HIGHWAY 98 AND SANTA ROSA BOULEVARD. MONUMENT IS TO THE EAST OF ROAD
 BG2082'WHERE IT MEETS FENCE AROUND RADAR SITE.
 BG2082
 BG2082                          STATION RECOVERY (2004)
 BG2082
 BG2082'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 BG2082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2083 ***********************************************************************
 BG2083  DESIGNATION -  ARIUM RM 1
 BG2083  PID         -  BG2083
 BG2083  STATE/COUNTY-  FL/ESCAMBIA
 BG2083  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG2083
 BG2083                         *CURRENT SURVEY CONTROL
 BG2083  ___________________________________________________________________
 BG2083* NAD 83(1986)-  30 23 46.     (N)    086 35 48.     (W)     SCALED    
 BG2083* NAVD 88     -         2.394  (meters)       7.85   (feet)  ADJUSTED  
 BG2083  ___________________________________________________________________
 BG2083  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG2083  DYNAMIC HT  -           2.391 (meters)       7.84  (feet)  COMP
 BG2083  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 BG2083
 BG2083  VERT ORDER  -  FIRST     CLASS II
 BG2083
 BG2083.The horizontal coordinates were scaled from a topographic map and have
 BG2083.an estimated accuracy of +/- 6 seconds.
 BG2083
 BG2083.The orthometric height was determined by differential leveling
 BG2083.and adjusted by the National Geodetic Survey in June 1991..
 BG2083
 BG2083.The geoid height was determined by GEOID03.
 BG2083
 BG2083.The dynamic height is computed by dividing the NAVD 88
 BG2083.geopotential number by the normal gravity value computed on the
 BG2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2083.degrees latitude (g = 980.6199 gals.).
 BG2083
 BG2083.The modeled gravity was interpolated from observed gravity values.
 BG2083
 BG2083;                    North         East    Units  Estimated Accuracy
 BG2083;SPC FL N     -   156,610.      398,530.      MT  (+/- 180 meters Scaled)
 BG2083
 BG2083                          SUPERSEDED SURVEY CONTROL
 BG2083
 BG2083  NGVD 29 (??/??/92)    2.522  (m)            8.27   (f) ADJ UNCH    1 2
 BG2083
 BG2083.Superseded values are not recommended for survey control.
 BG2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2083.See file dsdata.txt to determine how the superseded data were derived.
 BG2083
 BG2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU387627(NAD 83)
 BG2083_MARKER: DR = REFERENCE MARK DISK
 BG2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2083_STAMPING: ARIUM NO 1 1956
 BG2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2083+STABILITY: SURFACE MOTION
 BG2083
 BG2083  HISTORY     - Date     Condition        Report By
 BG2083  HISTORY     - 1956     MONUMENTED       CGS
 BG2083  HISTORY     - 1957     GOOD             NGS
 BG2083  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG2083  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2083
 BG2083                          STATION DESCRIPTION
 BG2083
 BG2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG2083'0.8 MI E FROM FORT WALTON BEACH.
 BG2083'0.85 MILE EAST ALONG U.S. HIGHWAY 98 FROM THE MASONIC TEMPLE AND
 BG2083'POST OFFICE AT FORT WALTON BEACH, ON SANTA ROSA ISLAND, ABOUT
 BG2083'125 YARDS SOUTHWEST OF HIGHWAY, 132 FEET EAST OF CENTER LINE
 BG2083'OF BLACK TOP ENTRANCE ROAD TO RADAR SITE NO. 5, 147.96 FEET
 BG2083'SOUTHEAST OF RM NO. 2, 87.13 FEET EAST OF STATION, 84 FEET WEST
 BG2083'OF NORTHEAST CORNER OF STEEL FENCE, 1 FOOT NORTH OF STEEL FENCE,
 BG2083'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT
 BG2083'FLUSH WITH GROUND.
 BG2083
 BG2083                          STATION RECOVERY (1987)
 BG2083
 BG2083'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJM)
 BG2083'MARK NOT FOUND.
 BG2083
 BG2083                          STATION RECOVERY (1990)
 BG2083
 BG2083'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGS)
 BG2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0344 ***********************************************************************
 BG0344  DESIGNATION -  ARIUM RM 2
 BG0344  PID         -  BG0344
 BG0344  STATE/COUNTY-  FL/ESCAMBIA
 BG0344  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG0344
 BG0344                         *CURRENT SURVEY CONTROL
 BG0344  ___________________________________________________________________
 BG0344* NAD 83(1986)-  30 23 46.     (N)    086 35 48.     (W)     SCALED    
 BG0344* NAVD 88     -         2.289  (meters)       7.51   (feet)  ADJUSTED  
 BG0344  ___________________________________________________________________
 BG0344  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG0344  DYNAMIC HT  -           2.286 (meters)       7.50  (feet)  COMP
 BG0344  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 BG0344
 BG0344  VERT ORDER  -  FIRST     CLASS II
 BG0344
 BG0344.The horizontal coordinates were scaled from a topographic map and have
 BG0344.an estimated accuracy of +/- 6 seconds.
 BG0344
 BG0344.The orthometric height was determined by differential leveling
 BG0344.and adjusted by the National Geodetic Survey in June 1991..
 BG0344
 BG0344.The geoid height was determined by GEOID03.
 BG0344
 BG0344.The dynamic height is computed by dividing the NAVD 88
 BG0344.geopotential number by the normal gravity value computed on the
 BG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0344.degrees latitude (g = 980.6199 gals.).
 BG0344
 BG0344.The modeled gravity was interpolated from observed gravity values.
 BG0344
 BG0344;                    North         East    Units  Estimated Accuracy
 BG0344;SPC FL N     -   156,610.      398,530.      MT  (+/- 180 meters Scaled)
 BG0344
 BG0344                          SUPERSEDED SURVEY CONTROL
 BG0344
 BG0344  NGVD 29 (??/??/92)    2.416  (m)            7.93   (f) ADJ UNCH    1 2
 BG0344
 BG0344.Superseded values are not recommended for survey control.
 BG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0344.See file dsdata.txt to determine how the superseded data were derived.
 BG0344
 BG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU387627(NAD 83)
 BG0344_MARKER: DR = REFERENCE MARK DISK
 BG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0344_STAMPING: ARIUM NO 2 1956
 BG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0344+STABILITY: SURFACE MOTION
 BG0344
 BG0344  HISTORY     - Date     Condition        Report By
 BG0344  HISTORY     - 1956     MONUMENTED       CGS
 BG0344  HISTORY     - 1957     GOOD             NGS
 BG0344  HISTORY     - 1987     GOOD             USPSQD
 BG0344  HISTORY     - 1990     GOOD             USPSQD
 BG0344
 BG0344                          STATION DESCRIPTION
 BG0344
 BG0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG0344'0.8 MI E FROM FORT WALTON BEACH.
 BG0344'0.85 MILE EAST ALONG U.S. HIGHWAY 98 FROM THE MASONIC TEMPLE
 BG0344'AND POST OFFICE AT FORT WALTON BEACH, ON SANTA ROSA ISLAND, ABOUT
 BG0344'110 YARDS SOUTHWEST OF HIGHWAY, 25 1/2 FEET EAST OF CENTER LINE
 BG0344'OF BLACK TOP ENTRANCE DRIVE TO RADAR SITE NO. 5, 83.74 FEET
 BG0344'NORTH-NORTHWEST OF STATION MARK, 31 FEET SOUTH OF TELEPHONE
 BG0344'POLE NO. 150, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 BG0344'CONCRETE POST PROJECTING 4 INCHES.
 BG0344
 BG0344                          STATION RECOVERY (1987)
 BG0344
 BG0344'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJM)
 BG0344'RECOVERED IN GOOD CONDITION.
 BG0344
 BG0344                          STATION RECOVERY (1990)
 BG0344
 BG0344'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGS)
 BG0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0630 ***********************************************************************
 AS0630  DESIGNATION -  ARK
 AS0630  PID         -  AS0630
 AS0630  STATE/COUNTY-  FL/FRANKLIN
 AS0630  USGS QUAD   -  MC INTYRE (1992)
 AS0630
 AS0630                         *CURRENT SURVEY CONTROL
 AS0630  ___________________________________________________________________
 AS0630* NAD 83(1990)-  29 52 52.08902(N)    084 35 35.08566(W)     ADJUSTED  
 AS0630* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AS0630  ___________________________________________________________________
 AS0630  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AS0630  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0630
 AS0630  HORZ ORDER  -  THIRD
 AS0630
 AS0630.The horizontal coordinates were established by classical geodetic methods
 AS0630.and adjusted by the National Geodetic Survey in May 1991..
 AS0630
 AS0630.The orthometric height was scaled from a topographic map.
 AS0630
 AS0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0630
 AS0630.The geoid height was determined by GEOID03.
 AS0630
 AS0630;                    North         East     Units Scale Factor Converg.
 AS0630;SPC FL N     -    97,675.191   591,008.790   MT  0.99996083   -0 02 48.4
 AS0630;SPC FL N     -   320,456.02  1,939,001.34   sFT  0.99996083   -0 02 48.4
 AS0630;UTM  16      - 3,308,047.747   732,452.760   MT  1.00026672   +1 11 58.8
 AS0630
 AS0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0630!SPC FL N     -   1.00000414  x   0.99996083  =   0.99996497
 AS0630!UTM  16      -   1.00000414  x   1.00026672  =   1.00027086
 AS0630
 AS0630|---------------------------------------------------------------------|
 AS0630| PID    Reference Object                     Distance      Geod. Az  |
 AS0630|                                                           dddmmss.s |
 AS0630| CW1748 ARK RM 2                             48.400 METERS 33659     |
 AS0630| CW1747 ARK RM 1                             19.200 METERS 33659     |
 AS0630|---------------------------------------------------------------------|
 AS0630
 AS0630                          SUPERSEDED SURVEY CONTROL
 AS0630
 AS0630  NAD 83(1986)-  29 52 52.09751(N)    084 35 35.09366(W) AD(       ) 3
 AS0630  NAD 27      -  29 52 51.34600(N)    084 35 35.44200(W) AD(       ) 3
 AS0630
 AS0630.Superseded values are not recommended for survey control.
 AS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0630.See file dsdata.txt to determine how the superseded data were derived.
 AS0630
 AS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU3245308048(NAD 83)
 AS0630_MARKER: DS = TRIANGULATION STATION DISK
 AS0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0630
 AS0630  HISTORY     - Date     Condition        Report By
 AS0630  HISTORY     - 1935     MONUMENTED       CGS
 AS0630  HISTORY     - 1947     POOR             CGS
 AS0630  HISTORY     - 1977     MARK NOT FOUND   NGS
 AS0630
 AS0630                          STATION DESCRIPTION
 AS0630
 AS0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAE)
 AS0630'STATION IS LOCATED ON THE FIRST POINT E OF LANARK, FLORIDA, ON
 AS0630'THE N SHORE OF ST. GEORGE SOUND.  IT IS ON THE HIGH-WATER LINE.
 AS0630'
 AS0630'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AS0630'CONCRETE.
 AS0630'
 AS0630'REFERENCE MARKS ARE SET ON RANGE WITH STATION NORMAL TO
 AS0630'HIGH-WATER LINE.  STATION IS 280 METERS IN AN EASTERLY DIRECTION
 AS0630'FROM LANARK INN.
 AS0630'
 AS0630'BEST REACHED BY HIGHWAY, IT IS 3.68 MILES E OF THE JUNCTION OF
 AS0630'STATE HIGHWAY 10 AND PAVED COUNTY ROAD, JUST E OF CARRABELLE,
 AS0630'FLORIDA, MEASURED ALONG STATE HIGHWAY 10.
 AS0630
 AS0630                          STATION RECOVERY (1947)
 AS0630
 AS0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FLP)
 AS0630'RECOVERED STATION PROJECTING ABOUT 12 INCHES ABOVE GROUND.  IN
 AS0630'POOR CONDITION.  REFERENCE MARKS WERE NOT FOUND, PROBABLY
 AS0630'DESTROYED BY EROSION.  ABOUT 250 METERS E ALONG HIGHWAY 319
 AS0630'FROM A CULVERT IN FRONT OF LANARK INN, A LARGE BUILDING 0.1
 AS0630'MILE N OF HIGHWAY.
 AS0630
 AS0630                          STATION RECOVERY (1977)
 AS0630
 AS0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 AS0630'LOST.  A SEARCH WAS MADE WITH NO EVIDENCE OF STATION BEING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3670 ***********************************************************************
 AC3670  DESIGNATION -  ARLEN 1973
 AC3670  PID         -  AC3670
 AC3670  STATE/COUNTY-  FL/MIAMI-DADE
 AC3670  USGS QUAD   -  NORTH MIAMI (1988)
 AC3670
 AC3670                         *CURRENT SURVEY CONTROL
 AC3670  ___________________________________________________________________
 AC3670* NAD 83(1990)-  25 55 19.87459(N)    080 07 33.64216(W)     ADJUSTED  
 AC3670* NAVD 88     -        68.4    (meters)     224.     (feet)  VERTCON   
 AC3670  ___________________________________________________________________
 AC3670  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 AC3670  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AC3670
 AC3670  HORZ ORDER  -  SECOND
 AC3670
 AC3670.The horizontal coordinates were established by classical geodetic methods
 AC3670.and adjusted by the National Geodetic Survey in May 1991..
 AC3670
 AC3670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3670
 AC3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3670
 AC3670.The geoid height was determined by GEOID03.
 AC3670
 AC3670;                    North         East     Units Scale Factor Converg.
 AC3670;SPC FL E     -   176,286.637   287,556.238   MT  1.00003580   +0 22 55.5
 AC3670;SPC FL E     -   578,367.07    943,424.09   sFT  1.00003580   +0 22 55.5
 AC3670;UTM  17      - 2,867,358.470   587,526.364   MT  0.99969459   +0 22 55.5
 AC3670
 AC3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3670!SPC FL E     -   0.99999328  x   1.00003580  =   1.00002908
 AC3670!UTM  17      -   0.99999328  x   0.99969459  =   0.99968788
 AC3670
 AC3670:                Primary Azimuth Mark                     Grid Az
 AC3670:SPC FL E     -  NEWPORT                                  023 56 43.0
 AC3670:UTM  17      -  NEWPORT                                  023 56 43.0
 AC3670
 AC3670|---------------------------------------------------------------------|
 AC3670| PID    Reference Object                     Distance      Geod. Az  |
 AC3670|                                                           dddmmss.s |
 AC3670| AC3424 NEWPORT                             APPROX. 1.1 KM 0241938.5 |
 AC3670| AC3669 ARLEN TEMP POINT 1973                 4.176 METERS 11725     |
 AC3670| AC3672 ARLEN REF POINT 1973                  6.109 METERS 23534     |
 AC3670| AC3671 NOL ARLEN 1973                        2.310 METERS 29738     |
 AC3670|---------------------------------------------------------------------|
 AC3670
 AC3670                          SUPERSEDED SURVEY CONTROL
 AC3670
 AC3670  NAD 83(1986)-  25 55 19.87797(N)    080 07 33.64639(W) AD(       ) 2
 AC3670  NAD 27      -  25 55 18.54226(N)    080 07 34.48148(W) AD(       ) 2
 AC3670  NGVD 29 (07/19/86)   68.9    (m)          226.     (f) VERT ANG       
 AC3670
 AC3670.Superseded values are not recommended for survey control.
 AC3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3670.See file dsdata.txt to determine how the superseded data were derived.
 AC3670
 AC3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8752667358(NAD 83)
 AC3670
 AC3670  HISTORY     - Date     Condition        Report By
 AC3670  HISTORY     - 1973     MONUMENTED       NGS
 AC3670  HISTORY     - 1973     SEE DESCRIPTION  NGS
 AC3670  HISTORY     - 1981     GOOD             LOCENG
 AC3670  HISTORY     - 1984     GOOD             LOCENG
 AC3670
 AC3670                          STATION DESCRIPTION
 AC3670
 AC3670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 AC3670'THE STATION IS LOCATED IN THE NORTH EDGE OF NORTH MIAMI BEACH, 2 MILES
 AC3670'SOUTH OF HALLENDALE AND ON THE ROOF OF THE ELEVATOR SHAFT OF ARLEN
 AC3670'HOUSE EAST CONDOMINIUM.
 AC3670'
 AC3670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 826 AND STATE
 AC3670'HIGHWAY A1A IN NORTH MIAMI BEACH, GO SOUTH ON HIGHWAY A1A FOR 0.7 MILE
 AC3670'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON BAYSHORE DRIVE FOR
 AC3670'0.35 MILE TO THE BUILDING ON THE LEFT AND THE STATION ON TOP AS
 AC3670'DESCRIBED.
 AC3670'
 AC3670'STATION MARK, IS THE POINT OF A SCREW SET IN A MOUND OF CONCRETE
 AC3670'BONDED TO THE ROOF.  IT PROJECTS 3 INCHES ABOVE THE ROOF.  IT IS 14
 AC3670'FEET NORTHWEST OF THE OPENING TO THE ROOF AND 3 FEET SOUTHEAST OF THE
 AC3670'NORTHWEST CORNER OF THE ROOF.
 AC3670'
 AC3670'NOTE-- THIS STATION CANNOT BE USED IN THE FUTURE DUE TO A LARGE METAL
 AC3670'PLATE THAT IS BEING BOLTED TO THE ROOF OVER THE MARK.
 AC3670
 AC3670                          STATION RECOVERY (1973)
 AC3670
 AC3670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 AC3670'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS STATION
 AC3670'WAS USED ALONG WITH TRIANGULATION STATION NEWPORT 1971 TO ESTABLISH
 AC3670'TRIANGULATION STATION NOL ARLEN FOR THE NAVAL ORDANANCE LABORATORY,
 AC3670'FORT LAUDERDALE.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 AC3670'
 AC3670'STATION IS ABOUT 2 MILES SOUTH OF ALLENDALE, IN THE NORTH EDGE OF
 AC3670'NORTH MIAMI BEACH AND ON THE ELEVATOR ROOF OF THE ARLEN HOUSE EAST
 AC3670'CONDOMINIUM.
 AC3670'
 AC3670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 826 AND STATE
 AC3670'HIGHWAY A1A IN NORTH MIAMI BEACH, GO SOUTH ON HIGHWAY A1A FOR 0.7 MILE
 AC3670'TO BAYSHORE DRIVE ON RIGHT.  TURN RIGHT AND GO WEST ON BAYSHORE DRIVE
 AC3670'FOR 0.35 MILE TO THE ARLEN CONDOMINIUM ON LEFT AND THE STATION AS
 AC3670'DESCRIBED.
 AC3670'
 AC3670'STATION MARK, IS THE POINT OF A SCREW IN THE TOP OF A ROUND MASS OF
 AC3670'CONCRETE ON THE ROOF THAT PROJECTS ABOUT 1.5 INCHES.  IT IS 27.8 FEET
 AC3670'NORTHWEST OF THE SOUTHEAST CORNER OF THE ROOF, 22.6 FEET WEST OF THE
 AC3670'NORTHEAST CORNER OF THE ROOF, 20.2 FEET NORTHEAST OF THE SOUTHWEST
 AC3670'CORNER OF THE ROOF AND 12.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 AC3670'OF THE ROOF.
 AC3670'
 AC3670'REFERENCE POINT, IS THE CENTER OF A 1/4 INCH LEAD SCREW HOLE AT THE
 AC3670'SOUTHWEST CORNER OF THE CONCRETE WALL OF THE ROOF.  THE HOLE IS
 AC3670'SURROUNDED BY A RING OF INSTANT METAL PLACED AROUND THE HOLE AND IS
 AC3670'PAINTED ORANGE.
 AC3670'
 AC3670'STATION NOL ARLEN, IS A STANDARD DISK STAMPED NOL ARLEN 1973, IS
 AC3670'BONDED TO THE TOP OF A 4 BY 4 FOOT SQUARE ALUMINUM PLATE THAT PROJECTS
 AC3670'ABOUT 12-INCHES ABOVE THE ROOF AND IS SUPPORTED BY 4 LEGS THAT ARE
 AC3670'PLACED AT EACH CORNER.  IT IS 34.5 FEET WEST OF THE SOUTHWEST CORNER
 AC3670'OF THE ROOF, 29.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE ROOF,
 AC3670'18.2 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE ROOF AND 5.5
 AC3670'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE ROOF.  THE UNDERGROUND
 AC3670'MARK IS A PUNCH HOLE IN THE CENTER OF THE ALUMINUM PLATE THAT IS
 AC3670'SURROUNDED BY A RING OF PUNCH HOLES.
 AC3670'
 AC3670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTH
 AC3670'MIAMI BEACH.
 AC3670'
 AC3670'HEIGHT OF LIGHT ABOVE STATION MARK--5 FEET.
 AC3670
 AC3670                          STATION RECOVERY (1981)
 AC3670
 AC3670'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SMB)
 AC3670'NOT STAMPED - NO DISK RECOVERED GOOD.
 AC3670'
 AC3670'REFERENCE POINT - NO DISK RECOVERED GOOD.
 AC3670'
 AC3670'NOL ARLEN 1973 RECOVERED GOOD.
 AC3670'
 AC3670'TO REACH IS RECOVERED GOOD.
 AC3670
 AC3670                          STATION RECOVERY (1984)
 AC3670
 AC3670'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (SB)
 AC3670'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2062 ***********************************************************************
 BC2062  DESIGNATION -  ARLINGTON
 BC2062  PID         -  BC2062
 BC2062  STATE/COUNTY-  FL/DUVAL
 BC2062  USGS QUAD   -  ARLINGTON (1992)
 BC2062
 BC2062                         *CURRENT SURVEY CONTROL
 BC2062  ___________________________________________________________________
 BC2062* NAD 83(1990)-  30 20 02.28447(N)    081 36 42.92081(W)     ADJUSTED  
 BC2062* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BC2062  ___________________________________________________________________
 BC2062  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BC2062  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BC2062
 BC2062  HORZ ORDER  -  THIRD
 BC2062
 BC2062.The horizontal coordinates were established by classical geodetic methods
 BC2062.and adjusted by the National Geodetic Survey in May 1991..
 BC2062
 BC2062.The orthometric height was scaled from a topographic map.
 BC2062
 BC2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2062
 BC2062.The geoid height was determined by GEOID03.
 BC2062
 BC2062;                    North         East     Units Scale Factor Converg.
 BC2062;SPC FL E     -   665,046.212   141,159.485   MT  0.99998387   -0 18 32.6
 BC2062;SPC FL E     - 2,181,905.78    463,120.74   sFT  0.99998387   -0 18 32.6
 BC2062;UTM  17      - 3,355,951.282   441,179.561   MT  0.99964268   -0 18 32.6
 BC2062
 BC2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2062!SPC FL E     -   1.00000434  x   0.99998387  =   0.99998821
 BC2062!UTM  17      -   1.00000434  x   0.99964268  =   0.99964702
 BC2062
 BC2062|---------------------------------------------------------------------|
 BC2062| PID    Reference Object                     Distance      Geod. Az  |
 BC2062|                                                           dddmmss.s |
 BC2062| BC2064 BIGELOW                             301.012 METERS 00208     |
 BC2062| CW4568 ARLINGTON RM 1                       86.975 METERS 04258     |
 BC2062| CW4569 ARLINGTON RM 2                        6.575 METERS 11644     |
 BC2062| BC2067 MATTHEWS                            APPROX. 1.3 KM 1813254.6 |
 BC2062| BC2065 BEACON 63                           357.045 METERS 20158     |
 BC2062| BC2066 BEACON 64                           APPROX. 1.5 KM 2111551.3 |
 BC2062| BC2091 JACKSONVILLE FORD CO WATER TK       APPROX. 1.6 KM 2510536.9 |
 BC2062| BC2043 BEACON 61                           APPROX. 1.2 KM 3114847.3 |
 BC2062| BC2050 JACKSONVILLE ARMOUR FERT CO TK      APPROX. 1.7 KM 3153607.7 |
 BC2062| BC2063 BEACON 62                           APPROX. 0.6 KM 3414351.0 |
 BC2062|---------------------------------------------------------------------|
 BC2062
 BC2062                          SUPERSEDED SURVEY CONTROL
 BC2062
 BC2062  NAD 83(1986)-  30 20 02.29117(N)    081 36 42.93038(W) AD(       ) 3
 BC2062  NAD 27      -  30 20 01.43000(N)    081 36 43.59000(W) AD(       ) 3
 BC2062
 BC2062.Superseded values are not recommended for survey control.
 BC2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2062.See file dsdata.txt to determine how the superseded data were derived.
 BC2062
 BC2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4118055951(NAD 83)
 BC2062_MARKER: DS = TRIANGULATION STATION DISK
 BC2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2062
 BC2062  HISTORY     - Date     Condition        Report By
 BC2062  HISTORY     - 1926     MONUMENTED       CGS
 BC2062  HISTORY     - 1935     GOOD             CGS
 BC2062  HISTORY     - 1958     MARK NOT FOUND   CGS
 BC2062
 BC2062                          STATION DESCRIPTION
 BC2062
 BC2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 BC2062'STATION IS IN THE TOWN OF ARLINGTON, ON THE PROPERTY OF THE
 BC2062'SEABORAD DREDGING COMPANY, ABOUT 3 METERS N OF THE FENCE ON
 BC2062'THE PROPERTY LINE ADJACENT TO THE STREET LEADING TO THE
 BC2062'ARLINGTON-FAIRFIELD FERRY, AND ABOUT 10 METERS FROM THE BULKHEAD
 BC2062'FORMING THE RIVER BANK.
 BC2062'
 BC2062'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BC2062'DISKS SET IN CONCRETE.
 BC2062'
 BC2062'REFERENCE MARK NO. 1 IS ON THE ABOVE MENTIONED PROPERTY, ON
 BC2062'THE BLUFF, ABOUT 6 METERS FROM THE EDGE, AND N OF THE STREET
 BC2062'LEADING TO THE FERRY.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE
 BC2062'THE SURFACE OF THE GROUND.
 BC2062'
 BC2062'REFERENCE MARK NO. 2 IS ON THE S PROPERTY LINE, FLUSH WITH
 BC2062'THE SURFACE OF THE GROUND.
 BC2062
 BC2062                          STATION RECOVERY (1935)
 BC2062
 BC2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HAP)
 BC2062'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 IS
 BC2062'10 METERS FROM THE EDGE OF THE BLUFF INSTEAD OF 6 METERS AS
 BC2062'GIVEN IN THE ORIGINAL DESCRIPTION.  REFERENCE MARK NO. 2 IS UNDER
 BC2062'A PILE OF JUNK AND RUBBISH.  ALL MARKS ARE IN GOOD CONDITION.
 BC2062
 BC2062                          STATION RECOVERY (1958)
 BC2062
 BC2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 BC2062'THE STATION WAS NOT RECOVERED AFTER AN HOURS SEARCH.  THE AREA
 BC2062'WAS DUG TO A DEPTH OF 3 FT. BUT NOTHING COULD BE FOUND.  THE
 BC2062'REFERENCE DISTANCES DO NOT APPLY TO THE PRESENT DAY CONDITIONS.
 BC2062'THE STATION IS BELIEVED TO BE BENEATH 4 FT. OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2272 ***********************************************************************
 AK2272  DESIGNATION -  ARM
 AK2272  PID         -  AK2272
 AK2272  STATE/COUNTY-  FL/BREVARD
 AK2272  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2272
 AK2272                         *CURRENT SURVEY CONTROL
 AK2272  ___________________________________________________________________
 AK2272* NAD 83(1990)-  28 29 41.20111(N)    080 34 46.67343(W)     ADJUSTED  
 AK2272* NAVD 88     -         2.514  (meters)       8.25   (feet)  ADJUSTED  
 AK2272  ___________________________________________________________________
 AK2272  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AK2272  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2272  DYNAMIC HT  -           2.511 (meters)       8.24  (feet)  COMP
 AK2272  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 AK2272
 AK2272  HORZ ORDER  -  SECOND
 AK2272  VERT ORDER  -  FIRST     CLASS II
 AK2272
 AK2272.The horizontal coordinates were established by classical geodetic methods
 AK2272.and adjusted by the National Geodetic Survey in May 1991..
 AK2272
 AK2272.The orthometric height was determined by differential leveling
 AK2272.and adjusted by the National Geodetic Survey in June 1991..
 AK2272
 AK2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2272
 AK2272.The geoid height was determined by GEOID03.
 AK2272
 AK2272.The dynamic height is computed by dividing the NAVD 88
 AK2272.geopotential number by the normal gravity value computed on the
 AK2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2272.degrees latitude (g = 980.6199 gals.).
 AK2272
 AK2272.The modeled gravity was interpolated from observed gravity values.
 AK2272
 AK2272;                    North         East     Units Scale Factor Converg.
 AK2272;SPC FL E     -   461,110.806   241,155.612   MT  0.99996207   +0 12 02.0
 AK2272;SPC FL E     - 1,512,827.70    791,191.37   sFT  0.99996207   +0 12 02.0
 AK2272;UTM  17      - 3,152,085.458   541,141.570   MT  0.99962089   +0 12 02.0
 AK2272
 AK2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2272!SPC FL E     -   1.00000404  x   0.99996207  =   0.99996611
 AK2272!UTM  17      -   1.00000404  x   0.99962089  =   0.99962493
 AK2272
 AK2272:                Primary Azimuth Mark                     Grid Az
 AK2272:SPC FL E     -  PAT                                      068 09 33.0
 AK2272:UTM  17      -  PAT                                      068 09 33.0
 AK2272
 AK2272|---------------------------------------------------------------------|
 AK2272| PID    Reference Object                     Distance      Geod. Az  |
 AK2272|                                                           dddmmss.s |
 AK2272| AK2209 PAT                                 APPROX. 0.7 KM 0682135.0 |
 AK2272| AK5424 CENTRAL                             338.600 METERS 13529     |
 AK2272|---------------------------------------------------------------------|
 AK2272
 AK2272                          SUPERSEDED SURVEY CONTROL
 AK2272
 AK2272  NAD 83(1986)-  28 29 41.20714(N)    080 34 46.68651(W) AD(       ) 2
 AK2272  NAD 27      -  28 29 40.20737(N)    080 34 47.50365(W) AD(       ) 2
 AK2272  NGVD 29 (??/??/92)    2.892  (m)            9.49   (f) ADJ UNCH    1 2
 AK2272
 AK2272.Superseded values are not recommended for survey control.
 AK2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2272.See file dsdata.txt to determine how the superseded data were derived.
 AK2272
 AK2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4114252085(NAD 83)
 AK2272_MARKER: DS = TRIANGULATION STATION DISK
 AK2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2272_STAMPING: ARM 1958
 AK2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2272+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2003
 AK2272
 AK2272  HISTORY     - Date     Condition        Report By
 AK2272  HISTORY     - 1958     MONUMENTED       CGS
 AK2272  HISTORY     - 1958     GOOD             CGS
 AK2272  HISTORY     - 1964     GOOD             NGS
 AK2272  HISTORY     - 20030328 GOOD             NASA
 AK2272
 AK2272                          STATION DESCRIPTION
 AK2272
 AK2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALP)
 AK2272'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE FENCED
 AK2272'IN AREA AROUND HANGER N AT THE CAPE CANAVERAL AIR FORCE MISSILE
 AK2272'TEST CENTER.
 AK2272'
 AK2272'THE STATION MARK, A STANDARD DISK STAMPED ARM 1958, IS SET IN
 AK2272'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES
 AK2272'ABOVE THE SURFACE OF THE GROUND.  IT IS 79.0 FEET SOUTH OF AN
 AK2272'EAST-WEST FENCE LINE, 28.0 FEET WEST OF AN NORTH-SOUTH FENCE
 AK2272'LINE, 5.0 FEET NORTH OF THE SECOND LIGHT POLE NORTH OF THE
 AK2272'ENTRANCE GATE, AND 2.0 FEET EAST OF THE EAST EDGE OF THE
 AK2272'ASPHALT APRON.
 AK2272'
 AK2272'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED ARM
 AK2272'1958 AND IS SET ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND.
 AK2272'
 AK2272'REFERENCE MARK 1, A STANDARD DISK STAMPED ARM NO 1 1958, IS
 AK2272'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 AK2272'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET WEST OF
 AK2272'AN NORTH-SOUTH FENCE LINE, 3 FEET EAST OF THE EAST EDGE OF THE
 AK2272'ASPHALT APRON, AND IS BETWEEN THE FIRST AND SECOND LIGHT POLES
 AK2272'TO THE NORTH OF THE ENTRANCE GATE.
 AK2272'
 AK2272'REFERENCE MARK 2, A STANDARD DISK STAMPED ARM NO 2 1958, IS
 AK2272'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 AK2272'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 32.0 FEET
 AK2272'SOUTH OF AN EAST-WEST FENCE LINE, AND 3 FEET NORTH OF THE NORTH
 AK2272'EDGE OF THE ASPHALT APRON.
 AK2272
 AK2272                          STATION RECOVERY (1958)
 AK2272
 AK2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 AK2272'CANAVERAL MISSILE BASE.
 AK2272'LOCATED NEAR THE NORTHEAST CORNER OF THE FENCED IN AREA AT HANGAR
 AK2272'N.  IT IS 79.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 28.0 FEET
 AK2272'WEST OF A NORTH-SOUTH FENCE LINE, 5.0 FEET NORTH OF THE SECOND
 AK2272'LIGHT POLE NORTH OF THE ENTRANCE GATE AND 2.0 FEET EAST OF THE
 AK2272'ASPHALT APRON.
 AK2272
 AK2272                          STATION RECOVERY (1964)
 AK2272
 AK2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AK2272'RECOVERED IN GOOD CONDITION.
 AK2272
 AK2272                          STATION RECOVERY (2003)
 AK2272
 AK2272'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2003
 AK2272' 
 AK2272'                           STATION DESCRIPTION
 AK2272' 
 AK2272'DESCRIBED BY NASA (2003)
 AK2272'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE PARKING
 AK2272'AREA AROUND HANGER N AT THE CAPE CANAVERAL AIR FORCE STATION.
 AK2272'THE STATION MARK, A STANDARD DISK STAMPED ARM 1958, IS SET IN
 AK2272'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 13CM (0.4FT)
 AK2272'ABOVE THE SURFACE OF THE GROUND.  IT IS 33.25M (109.1FT) WEST OF
 AK2272' 
 AK2272'THE CENTERLINE OF HANGAR RD, 9.88M (32.4FT) SOUTH OF THE NORTH-EAST
 AK2272'CORNER OF THE PARKING AREA AND 0.85M (2.8FT) EAST OF
 AK2272'THE EAST EDGE OF PARKING AREA.
 AK2272' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3559 ***********************************************************************
 BE3559  DESIGNATION -  ARM
 BE3559  PID         -  BE3559
 BE3559  STATE/COUNTY-  FL/BAY
 BE3559  USGS QUAD   -  BAYHEAD (1982)
 BE3559
 BE3559                         *CURRENT SURVEY CONTROL
 BE3559  ___________________________________________________________________
 BE3559* NAD 83(1990)-  30 17 12.75855(N)    085 35 16.81249(W)     ADJUSTED  
 BE3559* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BE3559  ___________________________________________________________________
 BE3559  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BE3559  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BE3559
 BE3559  HORZ ORDER  -  THIRD
 BE3559
 BE3559.The horizontal coordinates were established by classical geodetic methods
 BE3559.and adjusted by the National Geodetic Survey in May 1991..
 BE3559
 BE3559.The orthometric height was scaled from a topographic map.
 BE3559
 BE3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3559
 BE3559.The geoid height was determined by GEOID03.
 BE3559
 BE3559;                    North         East     Units Scale Factor Converg.
 BE3559;SPC FL N     -   143,146.761   495,332.605   MT  0.99995060   -0 32 48.3
 BE3559;SPC FL N     -   469,640.67  1,625,103.72   sFT  0.99995060   -0 32 48.3
 BE3559;UTM  16      - 3,351,418.383   635,797.201   MT  0.99982750   +0 42 44.0
 BE3559
 BE3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3559!SPC FL N     -   1.00000408  x   0.99995060  =   0.99995468
 BE3559!UTM  16      -   1.00000408  x   0.99982750  =   0.99983158
 BE3559
 BE3559|---------------------------------------------------------------------|
 BE3559| PID    Reference Object                     Distance      Geod. Az  |
 BE3559|                                                           dddmmss.s |
 BE3559| CW1749 ARM RM 1                             19.290 METERS 02129     |
 BE3559| CW1750 ARM RM 2                             23.583 METERS 10319     |
 BE3559| BE3557 DEER                                APPROX. 2.7 KM 2142959.5 |
 BE3559|---------------------------------------------------------------------|
 BE3559
 BE3559                          SUPERSEDED SURVEY CONTROL
 BE3559
 BE3559  NAD 83(1986)-  30 17 12.76720(N)    085 35 16.82213(W) AD(       ) 3
 BE3559  NAD 27      -  30 17 12.05400(N)    085 35 17.09200(W) AD(       ) 3
 BE3559
 BE3559.Superseded values are not recommended for survey control.
 BE3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3559.See file dsdata.txt to determine how the superseded data were derived.
 BE3559
 BE3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3579751418(NAD 83)
 BE3559_MARKER: DS = TRIANGULATION STATION DISK
 BE3559_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BE3559_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BE3559
 BE3559  HISTORY     - Date     Condition        Report By
 BE3559  HISTORY     - 1935     MONUMENTED       CGS
 BE3559  HISTORY     - 1977     MARK NOT FOUND   NGS
 BE3559
 BE3559                          STATION DESCRIPTION
 BE3559
 BE3559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WDP)
 BE3559'THIS STATION WAS ESTABLISHED ABOUT 1-1/4 MILES S OF BAYHEAD.  ON
 BE3559'THE E SHORE OF NORTH BAY.  ABOUT 3-1/2 MILES NE OF LYNNHAVEN
 BE3559'BRIDGE.  AND 1-1/2 MILES NE OF DEER POINT.  THE STATION IS 125
 BE3559'METERS E OF SHARP POINT OF LAND.  AT THE W BASE OF A HIGH
 BE3559'SCRUB OAK KNOLL.  10 METERS E OF WET MARSH.  AND ON THE W SIDE
 BE3559'OF A DEAD PINE TREE WHICH WAS USED FOR SIGNAL SUPPORT.
 BE3559'
 BE3559'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BE3559'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BE3559'CONCRETE, IN THE TOP OF A TILE.
 BE3559'
 BE3559'REFERENCE MARK NO.1-1935 IS NE OF THE STATION, MIDWAY ON SIDE
 BE3559'OF KNOLL.  AND 25 METERS SE OF WET MARSH.  REFERENCE MARK
 BE3559'NO.2-1935 IS E OF THE STATION, 5 METERS N OF NARROW WET MARSH.
 BE3559'
 BE3559'TWO DEAD PINES ARE N AND NW OF THE STATION, ANOTHER IS E OF
 BE3559'THE STATION.
 BE3559'
 BE3559'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 BE3559
 BE3559                          STATION RECOVERY (1977)
 BE3559
 BE3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 BE3559'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO BE LOST.
 BE3559'
 BE3559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BE3559'1-1/4 MILES SOUTH OF BAYHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5644 ***********************************************************************
 AK5644  DESIGNATION -  ARM 1958 A STATION
 AK5644  PID         -  AK5644
 AK5644  STATE/COUNTY-  FL/BREVARD
 AK5644  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5644
 AK5644                         *CURRENT SURVEY CONTROL
 AK5644  ___________________________________________________________________
 AK5644* NAD 83(1990)-  28 29 42.13950(N)    080 34 50.95599(W)     ADJUSTED  
 AK5644* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AK5644  ___________________________________________________________________
 AK5644  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AK5644  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5644
 AK5644  HORZ ORDER  -  SECOND
 AK5644
 AK5644.The horizontal coordinates were established by classical geodetic methods
 AK5644.and adjusted by the National Geodetic Survey in May 1991..
 AK5644
 AK5644.The orthometric height was scaled from a topographic map.
 AK5644
 AK5644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5644
 AK5644.The geoid height was determined by GEOID03.
 AK5644
 AK5644;                    North         East     Units Scale Factor Converg.
 AK5644;SPC FL E     -   461,139.286   241,039.044   MT  0.99996195   +0 11 59.9
 AK5644;SPC FL E     - 1,512,921.14    790,808.93   sFT  0.99996195   +0 11 59.9
 AK5644;UTM  17      - 3,152,113.929   541,025.042   MT  0.99962077   +0 11 59.9
 AK5644
 AK5644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5644!SPC FL E     -   1.00000387  x   0.99996195  =   0.99996582
 AK5644!UTM  17      -   1.00000387  x   0.99962077  =   0.99962464
 AK5644
 AK5644                          SUPERSEDED SURVEY CONTROL
 AK5644
 AK5644  NAD 83(1986)-  28 29 42.14553(N)    080 34 50.96905(W) AD(       ) 2
 AK5644  NAD 27      -  28 29 41.14571(N)    080 34 51.78612(W) AD(       ) 2
 AK5644
 AK5644.Superseded values are not recommended for survey control.
 AK5644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5644.See file dsdata.txt to determine how the superseded data were derived.
 AK5644
 AK5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4102552114(NAD 83)
 AK5644_MARKER: Z = SEE DESCRIPTION
 AK5644_SETTING: 0 = UNSPECIFIED SETTING
 AK5644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5644
 AK5644  HISTORY     - Date     Condition        Report By
 AK5644  HISTORY     - 1958     MONUMENTED       CGS
 AK5644
 AK5644                          STATION DESCRIPTION
 AK5644
 AK5644'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK5644'SEE STATION ARM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5728 ***********************************************************************
 AK5728  DESIGNATION -  ARM 1958 BOLT A
 AK5728  PID         -  AK5728
 AK5728  STATE/COUNTY-  FL/BREVARD
 AK5728  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5728
 AK5728                         *CURRENT SURVEY CONTROL
 AK5728  ___________________________________________________________________
 AK5728* NAD 83(1990)-  28 29 42.76520(N)    080 34 51.07334(W)     ADJUSTED  
 AK5728* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AK5728  ___________________________________________________________________
 AK5728  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AK5728  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5728
 AK5728  HORZ ORDER  -  SECOND
 AK5728
 AK5728.The horizontal coordinates were established by classical geodetic methods
 AK5728.and adjusted by the National Geodetic Survey in May 1991..
 AK5728
 AK5728.The orthometric height was scaled from a topographic map.
 AK5728
 AK5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5728
 AK5728.The geoid height was determined by GEOID03.
 AK5728
 AK5728;                    North         East     Units Scale Factor Converg.
 AK5728;SPC FL E     -   461,158.537   241,035.785   MT  0.99996195   +0 11 59.9
 AK5728;SPC FL E     - 1,512,984.30    790,798.24   sFT  0.99996195   +0 11 59.9
 AK5728;UTM  17      - 3,152,133.173   541,021.784   MT  0.99962077   +0 11 59.9
 AK5728
 AK5728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5728!SPC FL E     -   1.00000387  x   0.99996195  =   0.99996582
 AK5728!UTM  17      -   1.00000387  x   0.99962077  =   0.99962464
 AK5728
 AK5728                          SUPERSEDED SURVEY CONTROL
 AK5728
 AK5728  NAD 83(1986)-  28 29 42.77122(N)    080 34 51.08639(W) AD(       ) 2
 AK5728  NAD 27      -  28 29 41.77143(N)    080 34 51.90349(W) AD(       ) 2
 AK5728
 AK5728.Superseded values are not recommended for survey control.
 AK5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5728.See file dsdata.txt to determine how the superseded data were derived.
 AK5728
 AK5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4102252133(NAD 83)
 AK5728_MARKER: Z = SEE DESCRIPTION
 AK5728_SETTING: 0 = UNSPECIFIED SETTING
 AK5728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5728
 AK5728  HISTORY     - Date     Condition        Report By
 AK5728  HISTORY     - 1958     MONUMENTED       CGS
 AK5728
 AK5728                          STATION DESCRIPTION
 AK5728
 AK5728'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK5728'SEE STATION ARM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5729 ***********************************************************************
 AK5729  DESIGNATION -  ARM 1958 BOLT B
 AK5729  PID         -  AK5729
 AK5729  STATE/COUNTY-  FL/BREVARD
 AK5729  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5729
 AK5729                         *CURRENT SURVEY CONTROL
 AK5729  ___________________________________________________________________
 AK5729* NAD 83(1990)-  28 29 42.82250(N)    080 34 51.13786(W)     ADJUSTED  
 AK5729* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AK5729  ___________________________________________________________________
 AK5729  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AK5729  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5729
 AK5729  HORZ ORDER  -  SECOND
 AK5729
 AK5729.The horizontal coordinates were established by classical geodetic methods
 AK5729.and adjusted by the National Geodetic Survey in May 1991..
 AK5729
 AK5729.The orthometric height was scaled from a topographic map.
 AK5729
 AK5729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5729
 AK5729.The geoid height was determined by GEOID03.
 AK5729
 AK5729;                    North         East     Units Scale Factor Converg.
 AK5729;SPC FL E     -   461,160.294   241,034.024   MT  0.99996195   +0 11 59.9
 AK5729;SPC FL E     - 1,512,990.06    790,792.46   sFT  0.99996195   +0 11 59.9
 AK5729;UTM  17      - 3,152,134.930   541,020.024   MT  0.99962077   +0 11 59.9
 AK5729
 AK5729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5729!SPC FL E     -   1.00000387  x   0.99996195  =   0.99996582
 AK5729!UTM  17      -   1.00000387  x   0.99962077  =   0.99962464
 AK5729
 AK5729                          SUPERSEDED SURVEY CONTROL
 AK5729
 AK5729  NAD 83(1986)-  28 29 42.82858(N)    080 34 51.15095(W) AD(       ) 2
 AK5729  NAD 27      -  28 29 41.82873(N)    080 34 51.96801(W) AD(       ) 2
 AK5729
 AK5729.Superseded values are not recommended for survey control.
 AK5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5729.See file dsdata.txt to determine how the superseded data were derived.
 AK5729
 AK5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4102052135(NAD 83)
 AK5729_MARKER: Z = SEE DESCRIPTION
 AK5729_SETTING: 0 = UNSPECIFIED SETTING
 AK5729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5729
 AK5729  HISTORY     - Date     Condition        Report By
 AK5729  HISTORY     - 1958     MONUMENTED       CGS
 AK5729
 AK5729                          STATION DESCRIPTION
 AK5729
 AK5729'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK5729'SEE STATION ARM
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2270 ***********************************************************************
 AK2270  DESIGNATION -  ARM RM 1
 AK2270  PID         -  AK2270
 AK2270  STATE/COUNTY-  FL/BREVARD
 AK2270  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2270
 AK2270                         *CURRENT SURVEY CONTROL
 AK2270  ___________________________________________________________________
 AK2270* NAD 83(1986)-  28 29 41.     (N)    080 34 47.     (W)     SCALED    
 AK2270* NAVD 88     -         2.602  (meters)       8.54   (feet)  ADJUSTED  
 AK2270  ___________________________________________________________________
 AK2270  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2270  DYNAMIC HT  -           2.598 (meters)       8.52  (feet)  COMP
 AK2270  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 AK2270
 AK2270  VERT ORDER  -  FIRST     CLASS II
 AK2270
 AK2270.The horizontal coordinates were scaled from a topographic map and have
 AK2270.an estimated accuracy of +/- 6 seconds.
 AK2270
 AK2270.The orthometric height was determined by differential leveling
 AK2270.and adjusted by the National Geodetic Survey in June 1991..
 AK2270
 AK2270.The geoid height was determined by GEOID03.
 AK2270
 AK2270.The dynamic height is computed by dividing the NAVD 88
 AK2270.geopotential number by the normal gravity value computed on the
 AK2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2270.degrees latitude (g = 980.6199 gals.).
 AK2270
 AK2270.The modeled gravity was interpolated from observed gravity values.
 AK2270
 AK2270;                    North         East    Units  Estimated Accuracy
 AK2270;SPC FL E     -   461,110.      241,150.      MT  (+/- 180 meters Scaled)
 AK2270
 AK2270                          SUPERSEDED SURVEY CONTROL
 AK2270
 AK2270  NGVD 29 (??/??/92)    2.980  (m)            9.78   (f) ADJ UNCH    1 2
 AK2270
 AK2270.Superseded values are not recommended for survey control.
 AK2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2270.See file dsdata.txt to determine how the superseded data were derived.
 AK2270
 AK2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411520(NAD 83)
 AK2270_MARKER: DR = REFERENCE MARK DISK
 AK2270_SETTING: 0 = UNSPECIFIED SETTING
 AK2270_STAMPING: ARM NO 1 1958
 AK2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2270
 AK2270  HISTORY     - Date     Condition        Report By
 AK2270  HISTORY     - 1958     MONUMENTED       CGS
 AK2270
 AK2270                          STATION DESCRIPTION
 AK2270
 AK2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK2270'CANAVERAL MISSILE BASE.
 AK2270'LOCATED NEAR THE NORTHEAST CORNER OF THE FENCED IN AREA AT
 AK2270'HANGAR N.  IT IS 27.0 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 AK2270'3.0 FEET EAST OF THE EAST EDGE OF THE ASPHALT APRON, AND IS
 AK2270'BETWEEN THE FIRST AND SECOND LIGHT POLES NORTH OF THE ENTRANCE
 AK2270'GATE.  IT IS 79.32 FEET SOUTH OF TRIANGULATION STATION ARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2271 ***********************************************************************
 AK2271  DESIGNATION -  ARM RM 2
 AK2271  PID         -  AK2271
 AK2271  STATE/COUNTY-  FL/BREVARD
 AK2271  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2271
 AK2271                         *CURRENT SURVEY CONTROL
 AK2271  ___________________________________________________________________
 AK2271* NAD 83(1986)-  28 29 41.     (N)    080 34 47.     (W)     SCALED    
 AK2271* NAVD 88     -         2.717  (meters)       8.91   (feet)  ADJUSTED  
 AK2271  ___________________________________________________________________
 AK2271  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2271  DYNAMIC HT  -           2.713 (meters)       8.90  (feet)  COMP
 AK2271  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 AK2271
 AK2271  VERT ORDER  -  FIRST     CLASS II
 AK2271
 AK2271.The horizontal coordinates were scaled from a topographic map and have
 AK2271.an estimated accuracy of +/- 6 seconds.
 AK2271
 AK2271.The orthometric height was determined by differential leveling
 AK2271.and adjusted by the National Geodetic Survey in June 1991..
 AK2271
 AK2271.The geoid height was determined by GEOID03.
 AK2271
 AK2271.The dynamic height is computed by dividing the NAVD 88
 AK2271.geopotential number by the normal gravity value computed on the
 AK2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2271.degrees latitude (g = 980.6199 gals.).
 AK2271
 AK2271.The modeled gravity was interpolated from observed gravity values.
 AK2271
 AK2271;                    North         East    Units  Estimated Accuracy
 AK2271;SPC FL E     -   461,110.      241,150.      MT  (+/- 180 meters Scaled)
 AK2271
 AK2271                          SUPERSEDED SURVEY CONTROL
 AK2271
 AK2271  NGVD 29 (??/??/92)    3.095  (m)           10.15   (f) ADJ UNCH    1 2
 AK2271
 AK2271.Superseded values are not recommended for survey control.
 AK2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2271.See file dsdata.txt to determine how the superseded data were derived.
 AK2271
 AK2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411520(NAD 83)
 AK2271_MARKER: DR = REFERENCE MARK DISK
 AK2271_SETTING: 0 = UNSPECIFIED SETTING
 AK2271_STAMPING: ARM NO 2 1958
 AK2271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2271
 AK2271  HISTORY     - Date     Condition        Report By
 AK2271  HISTORY     - 1958     MONUMENTED       CGS
 AK2271
 AK2271                          STATION DESCRIPTION
 AK2271
 AK2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK2271'CANAVERAL MISSILE BASE.
 AK2271'LOCATED NEAR THE NORTHEAST CORNER OF THE FENCED IN AREA AT
 AK2271'HANGAR N.  IT IS 112 FEET WEST OF A NORTH-SOUTH FENCE LINE, 32.0
 AK2271'FEET SOUTH OF A EAST-WEST FENCE LINE AND 3 FEET NORTH OF THE
 AK2271'NORTH EDGE OF THE ASPHALT APRON.  IT IS 84.39 FEET WEST-NORTHWEST
 AK2271'OF TRIANGULATION STATION ARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2049 ***********************************************************************
 BC2049  DESIGNATION -  ARMOUR
 BC2049  PID         -  BC2049
 BC2049  STATE/COUNTY-  FL/DUVAL
 BC2049  USGS QUAD   -  ARLINGTON (1992)
 BC2049
 BC2049                         *CURRENT SURVEY CONTROL
 BC2049  ___________________________________________________________________
 BC2049* NAD 83(1990)-  30 20 43.08722(N)    081 37 19.48713(W)     ADJUSTED  
 BC2049* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BC2049  ___________________________________________________________________
 BC2049  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BC2049  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC2049
 BC2049  HORZ ORDER  -  THIRD
 BC2049
 BC2049.The horizontal coordinates were established by classical geodetic methods
 BC2049.and adjusted by the National Geodetic Survey in May 1991..
 BC2049
 BC2049.The orthometric height was scaled from a topographic map.
 BC2049
 BC2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2049
 BC2049.The geoid height was determined by GEOID03.
 BC2049
 BC2049;                    North         East     Units Scale Factor Converg.
 BC2049;SPC FL E     -   666,307.964   140,189.662   MT  0.99998529   -0 18 51.4
 BC2049;SPC FL E     - 2,186,045.38    459,938.92   sFT  0.99998529   -0 18 51.4
 BC2049;UTM  17      - 3,357,212.604   440,210.069   MT  0.99964410   -0 18 51.4
 BC2049
 BC2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2049!SPC FL E     -   1.00000434  x   0.99998529  =   0.99998963
 BC2049!UTM  17      -   1.00000434  x   0.99964410  =   0.99964843
 BC2049
 BC2049|---------------------------------------------------------------------|
 BC2049| PID    Reference Object                     Distance      Geod. Az  |
 BC2049|                                                           dddmmss.s |
 BC2049| CW4571 ARMOUR RM 2                           6.628 METERS 00223     |
 BC2049| BC2059 MUN                                 APPROX. 1.2 KM 0104553.8 |
 BC2049| BC2044 BEACON 58                           APPROX. 0.9 KM 0233210.2 |
 BC2049| BC2053 BEACON 57                           APPROX. 1.9 KM 0391611.7 |
 BC2049| BC2045 BEACON 59                           APPROX. 1.1 KM 0592604.2 |
 BC2049| BC2048 BEACON 60                           313.570 METERS 07134     |
 BC2049| BC2063 BEACON 62                           APPROX. 1.1 KM 1314027.1 |
 BC2049| BC2065 BEACON 63                           APPROX. 1.8 KM 1520132.4 |
 BC2049| BC2043 BEACON 61                           492.096 METERS 1671518.4 |
 BC2049| BC2050 JACKSONVILLE ARMOUR FERT CO TK      235.928 METERS 26523     |
 BC2049| CW4570 ARMOUR RM 1                         113.900 METERS 27703     |
 BC2049| BC2120 JACKSONVILLE FIRE STA 11 TANK       APPROX. 1.1 KM 3424249.4 |
 BC2049|---------------------------------------------------------------------|
 BC2049
 BC2049                          SUPERSEDED SURVEY CONTROL
 BC2049
 BC2049  NAD 83(1986)-  30 20 43.09436(N)    081 37 19.49654(W) AD(       ) 3
 BC2049  NAD 27      -  30 20 42.23400(N)    081 37 20.15400(W) AD(       ) 3
 BC2049
 BC2049.Superseded values are not recommended for survey control.
 BC2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2049.See file dsdata.txt to determine how the superseded data were derived.
 BC2049
 BC2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4021057213(NAD 83)
 BC2049_MARKER: I = METAL ROD
 BC2049_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2049_SP_SET: OBJECT IMBEDDED IN GROUND
 BC2049
 BC2049  HISTORY     - Date     Condition        Report By
 BC2049  HISTORY     - 1926     MONUMENTED       USE
 BC2049  HISTORY     - 1935     POOR             CGS
 BC2049  HISTORY     - 1958     MARK NOT FOUND   CGS
 BC2049
 BC2049                          STATION DESCRIPTION
 BC2049
 BC2049'DESCRIBED BY US ENGINEERS 1926 (WHB)
 BC2049'STATION IS ON THE LEFT BANK OF THE ST. JOHNS RIVER, ON THE
 BC2049'PROPERTY OF THE ARMOUR FERTILIZER COMPANY, 15.5 METERS FROM THE
 BC2049'BULKHEAD ON THE DOWNSTREAM SIDE OF THE DOCK, AND 3.6 METERS FROM
 BC2049'THE IRON BULKHEAD ON THE E.  THE STATION IS A U.S. HARBOR LINE
 BC2049'REFERENCE MARK, NO.40B.  A 1 1/2-INCH GALVANIZED-IRON PIPE SET
 BC2049'IN AND PROJECTING 1.7 FEET ABOVE A CIRCULAR BLOCK OF CONCRETE
 BC2049'ABOUT 20 INCHES IN DIAMETER.
 BC2049'
 BC2049'REFERENCE MARK NO. 1 IS SET IN THE CONCRETE FOUNDATION AT THE
 BC2049'SE CORNER OF THE NEAREST BUILDING.  REFERENCE MARK NO. 2
 BC2049'IS SET IN ONE OF THE FOUR LARGE CONCRETE BLOCKS AT THE END OF
 BC2049'AN ABANDONED RAILROAD TRACK, THAT SERVED THE ARMOUR DOCK.
 BC2049
 BC2049                          STATION RECOVERY (1935)
 BC2049
 BC2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HAP)
 BC2049'STATION RECOVERED.  THE REFERENCE MARKS ARE IN GOOD CONDITION
 BC2049'BUT THE STATION MARK IS HALF UNDERMINED, ALTHOUGH STILL FIRMLY
 BC2049'SET.  THE DOCK REFERRED TO IN THE ORIGINAL DESCRIPTION NO LONGER
 BC2049'EXISTS.  THE BULKHEADS REMAIN, BUT ARE IN POOR CONDITION.  THE
 BC2049'STATION IS 14.7 METERS S OF THE BULKHEAD ALONG THE S SIDE OF THE
 BC2049'BASIN, IMMEDIATELY E OF THE ARMOUR PLANT.
 BC2049'
 BC2049'THE STATION IS U.S. HARBOR LINE R.M. 1B - 40 - 88.  THE BACK
 BC2049'REFERENCE MONUMENT R.M. A - 40, WAS FOUND 113 METERS W OF THE
 BC2049'STATION, BEARING S 85 DEG 49 MIN W.  IT IS OF SIMILAR CONSTRUCTION
 BC2049'AND BEARS THE NOTATION U.S. HARBOR LINE R.M. 1A - 40 - 88.
 BC2049
 BC2049                          STATION RECOVERY (1958)
 BC2049
 BC2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 BC2049'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED
 BC2049'AFTER A THOROUGH SEARCH.  THE DOCK AND BULKHEAD HAVE BEEN
 BC2049'CHANGED.  THE STATION MARK IS BELIEVED TO BE DESTROYED.  THE
 BC2049'REFERENCE MARKS ARE PROBABLY INTACT BUT COVERED OVER BY DEBRIS
 BC2049'FROM THE FERTILIZER COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0280 ***********************************************************************
 BE0280  DESIGNATION -  ARMY
 BE0280  PID         -  BE0280
 BE0280  STATE/COUNTY-  FL/JACKSON
 BE0280  USGS QUAD   -  MARIANNA (1994)
 BE0280
 BE0280                         *CURRENT SURVEY CONTROL
 BE0280  ___________________________________________________________________
 BE0280* NAD 83(1990)-  30 50 20.61332(N)    085 09 58.01941(W)     ADJUSTED  
 BE0280* NAVD 88     -        37.869  (meters)     124.24   (feet)  ADJUSTED  
 BE0280  ___________________________________________________________________
 BE0280  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BE0280  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BE0280  DYNAMIC HT  -          37.820 (meters)     124.08  (feet)  COMP
 BE0280  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BE0280
 BE0280  HORZ ORDER  -  SECOND
 BE0280  VERT ORDER  -  SECOND    CLASS 0
 BE0280
 BE0280.The horizontal coordinates were established by classical geodetic methods
 BE0280.and adjusted by the National Geodetic Survey in September 1997..
 BE0280
 BE0280.The orthometric height was determined by differential leveling
 BE0280.and adjusted by the National Geodetic Survey in June 1991..
 BE0280
 BE0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE0280
 BE0280.The geoid height was determined by GEOID03.
 BE0280
 BE0280.The dynamic height is computed by dividing the NAVD 88
 BE0280.geopotential number by the normal gravity value computed on the
 BE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0280.degrees latitude (g = 980.6199 gals.).
 BE0280
 BE0280.The modeled gravity was interpolated from observed gravity values.
 BE0280
 BE0280;                    North         East     Units Scale Factor Converg.
 BE0280;SPC FL N     -   204,048.024   536,275.723   MT  1.00001699   -0 20 05.1
 BE0280;SPC FL N     -   669,447.56  1,759,431.27   sFT  1.00001699   -0 20 05.1
 BE0280;UTM  16      - 3,413,205.001   675,381.287   MT  0.99997943   +0 56 25.2
 BE0280
 BE0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE0280!SPC FL N     -   0.99999848  x   1.00001699  =   1.00001547
 BE0280!UTM  16      -   0.99999848  x   0.99997943  =   0.99997791
 BE0280
 BE0280:                Primary Azimuth Mark                     Grid Az
 BE0280:SPC FL N     -  MARIANNA ARMY AIR FIELD BEACON           232 25 23.3
 BE0280:UTM  16      -  MARIANNA ARMY AIR FIELD BEACON           231 08 53.0
 BE0280
 BE0280|---------------------------------------------------------------------|
 BE0280| PID    Reference Object                     Distance      Geod. Az  |
 BE0280|                                                           dddmmss.s |
 BE0280| BE3511 MARIANNA ARMY AIR FIELD BEACON      APPROX. 1.1 KM 2320518.2 |
 BE0280| BE3513 MARIANNA ARMY AIR FLD CONTL TR      APPROX. 1.6 KM 2540015.2 |
 BE0280| BE3507 MARIANNA ARMY FIELD WIND CONE        45.310 METERS 27047     |
 BE0280|---------------------------------------------------------------------|
 BE0280
 BE0280                          SUPERSEDED SURVEY CONTROL
 BE0280
 BE0280  NAD 83(1990)-  30 50 20.61709(N)    085 09 58.01923(W) AD(       ) 2
 BE0280  NAD 83(1986)-  30 50 20.62021(N)    085 09 58.02305(W) AD(       ) 2
 BE0280  NAD 27      -  30 50 19.92000(N)    085 09 58.27700(W) AD(       ) 2
 BE0280  NGVD 29 (??/??/92)   37.996  (m)          124.66   (f) ADJ UNCH    2 0
 BE0280
 BE0280.Superseded values are not recommended for survey control.
 BE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0280.See file dsdata.txt to determine how the superseded data were derived.
 BE0280
 BE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7538113205(NAD 83)
 BE0280_MARKER: DE = TRAVERSE STATION DISK
 BE0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0280_STAMPING: ARMY 1945
 BE0280_MARK LOGO: CGS   
 BE0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0280+STABILITY: SURFACE MOTION
 BE0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE0280+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1991
 BE0280
 BE0280  HISTORY     - Date     Condition        Report By
 BE0280  HISTORY     - 1945     MONUMENTED       CGS
 BE0280  HISTORY     - 1948     GOOD             CGS
 BE0280  HISTORY     - 1952     GOOD             NGS
 BE0280  HISTORY     - 1953     POOR             CGS
 BE0280  HISTORY     - 1971     GOOD             NGS
 BE0280  HISTORY     - 1971     GOOD             NGS
 BE0280  HISTORY     - 1989     GOOD             USPSQD
 BE0280  HISTORY     - 19910524 GOOD             NGS
 BE0280  HISTORY     - 20010331 GOOD             NGS
 BE0280  HISTORY     - 20010331 GOOD             NGS
 BE0280
 BE0280                          STATION DESCRIPTION
 BE0280
 BE0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH)
 BE0280'THIS STATION IS LOCATED ABOUT 2.2 MILES S OF GREENWOOD, ON THE
 BE0280'TOP OF A SMALL HILL ALONG THE E CUT BANK OF STATE HIGHWAY 90,
 BE0280'ACROSS THE HIGHWAY FROM THE WIND CONE ON THE E EDGE OF MARIANNA
 BE0280'ARMY AIR FIELD, AND ABOUT 0.1 MILE S OF A T-INTERSECTION OF THE
 BE0280'HIGHWAY AND A DIRT ROAD LEADING E.  IT IS 33.7 FEET E OF THE
 BE0280'CENTER LINE OF THE HIGHWAY, 2.3 FEET W OF A FENCE, ON THE CREST OF
 BE0280'THE SMALL HILL, AND ABOUT 2-1/2 FEET ABOVE THE ROAD LEVEL.
 BE0280'
 BE0280'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 BE0280'POST, STAMPED ARMY 1945, AND PROJECTS 2 INCHES.  UNDERGROUND MARK
 BE0280'IS A BRONZE STATION DISK SET IN CONCRETE.
 BE0280'
 BE0280'NO AZIMUTH OR REFERENCE MARKS WERE SET.
 BE0280'
 BE0280'TO REACH FROM THE BANK IN GREENWOOD, GO S ALONG STATE HIGHWAY
 BE0280'90 FOR 2.2 MILES TO THE WIND CONE ON THE RIGHT AND THE STATION ON
 BE0280'THE LEFT.
 BE0280'
 BE0280'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 BE0280
 BE0280                          STATION RECOVERY (1948)
 BE0280
 BE0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MBC)
 BE0280'CHANGE--
 BE0280'
 BE0280'STATE HIGHWAY 71 INSTEAD OF STATE HIGHWAY 90.
 BE0280'
 BE0280'MARIANNA AIRPORT INSTEAD OF MARIANNA ARMY AIR FIELD.  WITNESS
 BE0280'POST APPROXIMATELY 7 FEET N OF STATION.
 BE0280'
 BE0280'REFERENCE POINTS--
 BE0280'
 BE0280'MARIANNA WIND CONE.
 BE0280'
 BE0280'MARIANNA AVIATION BEACON-MOVED TO NEW LOCATIONS.
 BE0280
 BE0280                          STATION RECOVERY (1952)
 BE0280
 BE0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BE0280'2.2 MI S FROM GREENWOOD.
 BE0280'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION
 BE0280'OF STATE HIGHWAY 69 AT GREENWOOD, NEAR THE TOP OF A GRADE,
 BE0280'35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH
 BE0280'OF A FENCE CORNER, 35 1/2 FEET SOUTH OF A CONCRETE HIGHWAY
 BE0280'RIGHT OF WAY MARKER POST, 3 FEET WEST OF A FENCE LINE, 1 1/2
 BE0280'FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 BE0280'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 BE0280'7 INCHES.  NOTE-- MARK APPEARS TO BE SOLID BUT IS LEANING TO
 BE0280'THE NORTHWEST.
 BE0280
 BE0280                          STATION RECOVERY (1953)
 BE0280
 BE0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 BE0280'STATION WAS RECOVERED AS FOLLOWS--
 BE0280'
 BE0280'IT IS ABOUT 2.15 MI. S ALONG STATE HIGHWAY 71 FROM THE
 BE0280'JUNCTION OF STATE HIGHWAY 69 AT GREENWOOD, NEAR THE TOP OF A
 BE0280'GRADE, 35 FT. E OF THE CENTERLINE OF THE HIGHWAY, 34 FT. S OF
 BE0280'A FENCE CORNER, 35-1/2 FT. S OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 BE0280'MARKER POST, 3 FT. W OF A FENCE LINE, 1-1/2 FT. W OF A WHITE
 BE0280'WOODEN WITNESS POST, ABOUT 2 FT. ABOVE THE LEVEL OF THE HIGHWAY,
 BE0280'IN THE TOP OF A CONCRETE POST PROJECTING 7 IN., AND STAMPED ARMY
 BE0280'1945.
 BE0280'
 BE0280'THE POST APPEARS TO BE SOLID BUT IS LEANING TO THE NW.
 BE0280
 BE0280                          STATION RECOVERY (1971)
 BE0280
 BE0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 BE0280'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 BE0280'FOR RECOVERY.
 BE0280'
 BE0280'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BE0280'2.2 MILES SOUTH OF GREENWOOD.
 BE0280
 BE0280                          STATION RECOVERY (1971)
 BE0280
 BE0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BE0280'RECOVERED IN GOOD CONDITION.
 BE0280
 BE0280                          STATION RECOVERY (1989)
 BE0280
 BE0280'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0280'RECOVERED IN GOOD CONDITION.
 BE0280
 BE0280                          STATION RECOVERY (1991)
 BE0280
 BE0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0280'THE STATION IS ABOUT 2.20 MI (3.54 KM) SOUTH OF GREENWOOD, 5.7 MI (9.2
 BE0280'KM) NORTH OF MARIANNA IN SECTION 18, T 5 N, R 9 W. TO REACH THE
 BE0280'STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 69 IN
 BE0280'GREENWOOD, GO SOUTH ON STATE HIGHWAY 71 FOR 2.2 MI (3.5 KM) TO THE
 BE0280'MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FT
 BE0280'(21.3 CM) ABOVE THE LEVEL OF THE GROUND. LOCATED 35.0 FT (10.7 M)
 BE0280'SOUTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST AND 2.0 FT (0.6
 BE0280'M) ABOVE THE LEVEL OF THE ROAD. NOTE  MARK APPEARS TO BE SOLID BUT IS
 BE0280'LEANING TO THE NORTHWEST. MARK WAS NOT LEVELED TO THIS DATE.
 BE0280
 BE0280                          STATION RECOVERY (2001)
 BE0280
 BE0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0280
 BE0280                          STATION RECOVERY (2001)
 BE0280
 BE0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2579 ***********************************************************************
 AG2579  DESIGNATION -  ARMY PIER COAL SHED TOWER
 AG2579  PID         -  AG2579
 AG2579  STATE/COUNTY-  FL/HILLSBOROUGH
 AG2579  USGS QUAD   -  EGMONT KEY (1981)
 AG2579
 AG2579                         *CURRENT SURVEY CONTROL
 AG2579  ___________________________________________________________________
 AG2579* NAD 83(1990)-  27 35 55.90873(N)    082 45 32.83980(W)     ADJUSTED  
 AG2579* NAVD 88     -                                                        
 AG2579  ___________________________________________________________________
 AG2579  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AG2579  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AG2579
 AG2579  HORZ ORDER  -  THIRD
 AG2579
 AG2579.The horizontal coordinates were established by classical geodetic methods
 AG2579.and adjusted by the National Geodetic Survey in May 1991..
 AG2579
 AG2579
 AG2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2579
 AG2579.The geoid height was determined by GEOID03.
 AG2579
 AG2579;                    North         East     Units Scale Factor Converg.
 AG2579;SPC FL W     -   361,989.174   125,059.797   MT  1.00001047   -0 21 06.1
 AG2579;SPC FL W     - 1,187,626.15    410,300.35   sFT  1.00001047   -0 21 06.1
 AG2579;UTM  17      - 3,054,002.694   326,386.734   MT  0.99997206   -0 48 54.6
 AG2579
 AG2579                          SUPERSEDED SURVEY CONTROL
 AG2579
 AG2579  NAD 83(1986)-  27 35 55.91285(N)    082 45 32.85493(W) AD(       ) 4
 AG2579  NAD 27      -  27 35 54.80000(N)    082 45 33.49000(W) AD(       ) 3
 AG2579
 AG2579.Superseded values are not recommended for survey control.
 AG2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2579.See file dsdata.txt to determine how the superseded data were derived.
 AG2579
 AG2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2638754003(NAD 83)
 AG2579_MARKER: 55 = TOWER
 AG2579
 AG2579  HISTORY     - Date     Condition        Report By
 AG2579  HISTORY     - 1908     FIRST OBSERVED   CGS
 AG2579  HISTORY     - 1957     MARK NOT FOUND   CGS
 AG2579
 AG2579                          STATION DESCRIPTION
 AG2579
 AG2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (ALW)
 AG2579'NOT RECOVERED.  STATION WAS NOT DESCRIBED.  LOCAL INQUIRY COULD
 AG2579'NOT IDENTIFY SUCH A STRUCTURE.  THERE IS NO TOWER ON ANY OF THE
 AG2579'PRESENT PIERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3373 ***********************************************************************
 BE3373  DESIGNATION -  ARNOLD
 BE3373  PID         -  BE3373
 BE3373  STATE/COUNTY-  FL/WAKULLA
 BE3373  USGS QUAD   -  SOPCHOPPY (1972)
 BE3373
 BE3373                         *CURRENT SURVEY CONTROL
 BE3373  ___________________________________________________________________
 BE3373* NAD 83(1990)-  30 00 57.18639(N)    084 25 56.98577(W)     ADJUSTED  
 BE3373* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 BE3373  ___________________________________________________________________
 BE3373  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BE3373  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BE3373
 BE3373  HORZ ORDER  -  SECOND
 BE3373  VERT ORDER  -  THIRD ? (See Below)
 BE3373
 BE3373.The horizontal coordinates were established by classical geodetic methods
 BE3373.and adjusted by the National Geodetic Survey in May 1991..
 BE3373
 BE3373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3373.The vertical order pertains to the NGVD 29 superseded value.
 BE3373
 BE3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3373
 BE3373.The geoid height was determined by GEOID03.
 BE3373
 BE3373;                    North         East     Units Scale Factor Converg.
 BE3373;SPC FL N     -   112,609.959   606,511.854   MT  0.99995190   +0 02 02.1
 BE3373;SPC FL N     -   369,454.51  1,989,864.31   sFT  0.99995190   +0 02 02.1
 BE3373;UTM  16      - 3,323,322.244   747,632.068   MT  1.00035663   +1 17 06.1
 BE3373
 BE3373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3373!SPC FL N     -   1.00000374  x   0.99995190  =   0.99995564
 BE3373!UTM  16      -   1.00000374  x   1.00035663  =   1.00036037
 BE3373
 BE3373:                Primary Azimuth Mark                     Grid Az
 BE3373:SPC FL N     -  ARNOLD AZ MK                             094 33 13.7
 BE3373:UTM  16      -  ARNOLD AZ MK                             093 18 09.7
 BE3373
 BE3373|---------------------------------------------------------------------|
 BE3373| PID    Reference Object                     Distance      Geod. Az  |
 BE3373|                                                           dddmmss.s |
 BE3373| CW1751 ARNOLD AZ MK                                       0943515.8 |
 BE3373| CW1752 ARNOLD RM 1                          37.353 METERS 11909     |
 BE3373| AS0617 CHAIRES                             APPROX. 7.8 KM 1415407.0 |
 BE3373| CW1753 ARNOLD RM 2                          36.610 METERS 18000     |
 BE3373|---------------------------------------------------------------------|
 BE3373
 BE3373                          SUPERSEDED SURVEY CONTROL
 BE3373
 BE3373  NAD 83(1986)-  30 00 57.19447(N)    084 25 56.99228(W) AD(       ) 2
 BE3373  NAD 27      -  30 00 56.45500(N)    084 25 57.35200(W) AD(       ) 2
 BE3373  NGVD 29 (07/19/86)    3.59   (m)           11.8    (f) LEVELING    3  
 BE3373
 BE3373.Superseded values are not recommended for survey control.
 BE3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3373.See file dsdata.txt to determine how the superseded data were derived.
 BE3373
 BE3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4763223322(NAD 83)
 BE3373_MARKER: DS = TRIANGULATION STATION DISK
 BE3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3373
 BE3373  HISTORY     - Date     Condition        Report By
 BE3373  HISTORY     - 1935     MONUMENTED       CGS
 BE3373  HISTORY     - 1940     GOOD             CGS
 BE3373  HISTORY     - 19981021 MARK NOT FOUND   USPSQD
 BE3373
 BE3373                          STATION DESCRIPTION
 BE3373
 BE3373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BE3373'THE STATION IS ABOUT 3 MILES W OF PANACEA, ABOUT 4 MILES S OF
 BE3373'U.S. HIGHWAY 319 (STATE HIGHWAY 10), BETWEEN FOUR SMALL LAKES,
 BE3373'IN THE NE CORNER OF THE INTERSECTION OF TWO WOOD ROADS.
 BE3373'
 BE3373'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BE3373'STANDARD BRONZE DISKS SET IN CONCRETE.
 BE3373'
 BE3373'REFERENCE MARK NO. 1 IS E OF THE STATION, 6 YARDS N OF THE
 BE3373'CENTER LINE OF THE E-W ROAD, AND 2 YARDS NW OF A 10-INCH PINE.
 BE3373'
 BE3373'REFERENCE MARK NO. 2 IS S OF THE STATION, 12 YARDS E OF THE
 BE3373'CENTER LINE OF THE N-S ROAD AND 22 YARDS S OF THE CENTER LINE
 BE3373'OF THE E-W ROAD.
 BE3373'
 BE3373'THE AZIMUTH MARK IS 0.18 MILE E OF THE STATION, 9 YARDS N OF
 BE3373'THE CENTER LINE OF THE E-W ROAD PASSING THE STATION, 1.5 YARDS
 BE3373'W OF A 6-INCH OAK TREE, AND ON THE HIGHEST LAND IN THE VICINITY.
 BE3373'
 BE3373'TO REACH FROM PANACEA TAKE MAIN STREET W AND CONTINUE W AT
 BE3373'CROSSROADS ON W SIDE OF TOWN, CONTINUE 1.2 MILES ON
 BE3373'MAIN-TRAVELED ROAD, TAKE LEFT FORK FOR 0.5 MILE, TAKE RIGHT
 BE3373'FORK FOR 0.5 MILE TO STATION.
 BE3373
 BE3373                          STATION RECOVERY (1940)
 BE3373
 BE3373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GLA)
 BE3373'THE STATION IS ABOUT 3 MILES W OF PANACEA, ABOUT 4 MILES S OF
 BE3373'U.S. HIGHWAY 319 (STATE HIGHWAY 10), BETWEEN FOUR SMALL LAKES,
 BE3373'IN THE NE CORNER OF THE INTERSECTION OF TWO WOODS ROADS.
 BE3373'
 BE3373'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BE3373'SET IN CONCRETE.
 BE3373'
 BE3373'STATION MARK PROJECTS 8 INCHES AND IS STAMPED ARNOLD 1935.
 BE3373'
 BE3373'REFERENCE MARK NO. 1 IS E OF THE STATION, 6 YARDS N OF THE
 BE3373'CENTER LINE OF THE E-W ROAD AND 2 YARDS NW OF A 10-INCH
 BE3373'PINE, PROJECTING 6 INCHES, AND IS STAMPED ARNOLD R.M. NO. 1, 1935.
 BE3373'
 BE3373'REFERENCE MARK NO. 2 IS S OF THE STATION, 12 YARDS E OF THE
 BE3373'CENTER LINE OF THE N-S ROAD AND 22 YARDS S OF THE CENTER LINE
 BE3373'OF THE E-W ROAD.  MARK PROJECTS 6 INCHES AND IS STAMPED
 BE3373'ARNOLD R.M. NO.2, 1935.
 BE3373'
 BE3373'THE AZIMUTH MARK IS 0.18 MILE E OF THE STATION, 9 YARDS N OF
 BE3373'THE CENTER LINE OF THE E-W ROAD PASSING THE STATION, 1.5 YARDS
 BE3373'W OF A 6-INCH OAK TREE, AND ON THE HIGHEST LAND IN THE
 BE3373'VICINITY.  MARK PROJECTS 6 INCHES AND IS STAMPED ARNOLD AZIMUTH
 BE3373'1935.
 BE3373'
 BE3373'TO REACH FROM PANACEA TAKE MAIN STREET W AND CONTINUE W AT
 BE3373'CROSSROADS ON W SIDE OF TOWN.  CONTINUE 1.2 MILES ON MAIN
 BE3373'TRAVELED ROAD.  TAKE LEFT FORK FOR 0.5 MILE.  TAKE RIGHT FORK FOR
 BE3373'0.5 MILE TO STATION.
 BE3373
 BE3373                          STATION RECOVERY (1998)
 BE3373
 BE3373'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE3373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6847 ***********************************************************************
 AK6847  DESIGNATION -  ARNOLD
 AK6847  PID         -  AK6847
 AK6847  STATE/COUNTY-  FL/LAKE
 AK6847  USGS QUAD   -  LAKE NELLIE (1984)
 AK6847
 AK6847                         *CURRENT SURVEY CONTROL
 AK6847  ___________________________________________________________________
 AK6847* NAD 83(1990)-  28 26 02.27690(N)    081 49 59.36393(W)     ADJUSTED  
 AK6847* NAVD 88     -        35.94   (+/-2cm)     117.9    (feet)  VERTCON   
 AK6847  ___________________________________________________________________
 AK6847  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AK6847  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AK6847
 AK6847  HORZ ORDER  -  FIRST
 AK6847  VERT ORDER  -  THIRD (See Below)
 AK6847
 AK6847.The horizontal coordinates were established by classical geodetic methods
 AK6847.and adjusted by the National Geodetic Survey in May 1991..
 AK6847
 AK6847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6847.The vertical order pertains to the NGVD 29 superseded value.
 AK6847
 AK6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6847
 AK6847.The geoid height was determined by GEOID03.
 AK6847
 AK6847;                    North         East     Units Scale Factor Converg.
 AK6847;SPC FL E     -   454,582.095   118,383.030   MT  1.00002336   -0 23 48.2
 AK6847;SPC FL E     - 1,491,408.09    388,394.99   sFT  1.00002336   -0 23 48.2
 AK6847;SPC FL W     -   454,310.863   216,343.860   MT  0.99994447   +0 04 46.0
 AK6847;SPC FL W     - 1,490,518.22    709,788.15   sFT  0.99994447   +0 04 46.0
 AK6847;UTM  17      - 3,145,558.975   418,410.877   MT  0.99968215   -0 23 48.2
 AK6847
 AK6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6847!SPC FL E     -   0.99999860  x   1.00002336  =   1.00002196
 AK6847!SPC FL W     -   0.99999860  x   0.99994447  =   0.99994307
 AK6847!UTM  17      -   0.99999860  x   0.99968215  =   0.99968075
 AK6847
 AK6847|---------------------------------------------------------------------|
 AK6847| PID    Reference Object                     Distance      Geod. Az  |
 AK6847|                                                           dddmmss.s |
 AK6847| CW6715 ARNOLD RM 1                          41.703 METERS 07334     |
 AK6847| CW6716 ARNOLD RM 2                          33.897 METERS 17022     |
 AK6847| CW6714 ARNOLD AZ MK                                       1730112.6 |
 AK6847| CW6717 ARNOLD RM 3                          12.696 METERS 28431     |
 AK6847|---------------------------------------------------------------------|
 AK6847
 AK6847                          SUPERSEDED SURVEY CONTROL
 AK6847
 AK6847  NAD 83(1986)-  28 26 02.28905(N)    081 49 59.37640(W) AD(       ) 1
 AK6847  NAD 27      -  28 26 01.26700(N)    081 50 00.09600(W) AD(       ) 1
 AK6847  NGVD 29 (07/19/86)   36.20   (m)          118.8    (f) LEVELING    3  
 AK6847
 AK6847.Superseded values are not recommended for survey control.
 AK6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6847.See file dsdata.txt to determine how the superseded data were derived.
 AK6847
 AK6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1841145559(NAD 83)
 AK6847_MARKER: DS = TRIANGULATION STATION DISK
 AK6847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK6847_STAMPING: ARNOLD 1935
 AK6847_MARK LOGO: CGS   
 AK6847_PROJECTION: PROJECTING 10 CENTIMETERS
 AK6847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6847+STABILITY: SURFACE MOTION
 AK6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6847+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AK6847
 AK6847  HISTORY     - Date     Condition        Report By
 AK6847  HISTORY     - 1935     MONUMENTED       CGS
 AK6847  HISTORY     - 1959     GOOD             CGS
 AK6847  HISTORY     - 1966     GOOD             CGS
 AK6847  HISTORY     - 1984     GOOD             LOCENG
 AK6847  HISTORY     - 1984     GOOD             LOCENG
 AK6847  HISTORY     - 1985     GOOD             FLDNR
 AK6847  HISTORY     - 19970211 GOOD             USPSQD
 AK6847  HISTORY     - 20041118 GOOD             FLDEP
 AK6847
 AK6847                          STATION DESCRIPTION
 AK6847
 AK6847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 AK6847'STATION IS 18.5 MILES BY ROAD N OF POLK CITY, AND 8.7 MILES S
 AK6847'OF THE JUNCTION OF STATE HIGHWAYS 2 AND 22 IN GROVELAND AND
 AK6847'2 MILES N OF THE JUNCTION OF STATE HIGHWAYS 2 AND 55.
 AK6847'
 AK6847'STATION IS ON THE PROPERTY OWNED BY THE CENTRAL FLORIDA LUMBER
 AK6847'COMPANY.  MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 AK6847'
 AK6847'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AK6847'BRONZE DISKS SET IN CONCRETE.
 AK6847'
 AK6847'REFERENCE MARK NO. 2 IS 111.21 FEET SW OF THE STATION, 40 FEET
 AK6847'W OF THE CENTER LINE OF THE HIGHWAY, 15 FEET N OF THE DIRT DRIVE
 AK6847'TO MR. WILLIAMS HOUSE.  MARK PROJECTS 8 INCHES ABOVE THE SURFACE
 AK6847'OF THE GROUND.
 AK6847'
 AK6847'REFERENCE MARK NO. 1 IS 136.82 FEET E OF THE STATION, 87 FEET
 AK6847'E OF THE CENTER LINE OF THE HIGHWAY.  MARK PROJECTS 8 INCHES
 AK6847'ABOVE THE SURFACE OF THE GROUND.
 AK6847'
 AK6847'AZIMUTH MARK IS 0.45 MILE SW OF THE STATION, 10 FEET N OF A
 AK6847'40-FOOT DEAD BURNT PINE SNAG, 50 FEET S OF THE CENTER LINE
 AK6847'OF THE ROAD.  MARK PROJECTS 10 INCHES ABOVE THE SURFACE OF THE
 AK6847'GROUND.
 AK6847'
 AK6847'TO REACH THE STATION FROM GROVELAND FOLLOW STATE HIGHWAY 2
 AK6847'FOR 8.7 MILES FROM ITS JUNCTION WITH HIGHWAY 22 TO THE
 AK6847'STATION.  STATION IS 50 FEET W OF THE CENTER LINE OF THE ROAD,
 AK6847'80 YARDS NE OF A HOUSE OCCUPIED BY MR. A.N. WILLIAMS, 60 YARDS
 AK6847'N OF MR. WILLIAMS MAIL BOX ON THE E SIDE OF THE HIGHWAY.
 AK6847'
 AK6847'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT THIS
 AK6847'STATION.
 AK6847'
 AK6847'A 103-FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION.
 AK6847
 AK6847                          STATION RECOVERY (1959)
 AK6847
 AK6847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AK6847'THIS STATION WAS RECOVERED IN DECEMBER 1959.  THE STATION AND
 AK6847'R.M. 2 WERE FOUND IN GOOD CONDITION.  R.M. 1 WAS FOUND
 AK6847'DESTROYED.  THE POST HAD BEEN PUSHED OVER AND WAS LAYING ON TOP
 AK6847'OF THE GROUND.  THE DISK WAS RECOVERED.  THE AZIMUTH MARK WAS
 AK6847'SEARCHED FOR BUT NOT RECOVERED.  R.M. 3 WAS SET.
 AK6847'
 AK6847'THE STATION IS LOCATED 8.65 MILES SOUTH OF GROVELAND ALONG
 AK6847'STATE HIGHWAY 33, 129 FT. EAST OF THE SOUTHEAST CORNER OF A
 AK6847'HOUSE, 52 FT. WEST OF THE CENTER LINE OF THE HIGHWAY 88
 AK6847'FT. SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 20.5
 AK6847'FT. SOUTHWEST OF A FENCE CORNER, 17 FT. SOUTH OF A FENCE,
 AK6847'13.5 FT. WEST OF A FENCE, 1.6 FT. SOUTH OF A STEEL WITNESS
 AK6847'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A ROUND
 AK6847'CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND, STAMPED
 AK6847'ARNOLD 1935.
 AK6847'
 AK6847'R.M. 2 IS 111.212 FT. OR 33.898 METERS SOUTH OF THE STATION,
 AK6847'126 FT. SOUTH OF A FENCE CORNER, 42 FT. WEST OF THE CENTER LINE
 AK6847'OF THE HIGHWAY, 4.7 FT. WEST OF A FENCE, 1.6 FT. NORTH OF A
 AK6847'STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF
 AK6847'A ROUND CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE THE GROUND,
 AK6847'STAMPED ARNOLD NO 2 1935.
 AK6847'
 AK6847'R.M. 3 IS 41.654 FT. OR 12.698 METERS WEST OF THE STATION,
 AK6847'90.5 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 52 FT. WEST
 AK6847'OF A FENCE CORNER, 2.5 FT. SOUTH OF A FENCE, 1.6 FT. EAST OF A
 AK6847'STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF
 AK6847'A SQUARE CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND,
 AK6847'STAMPED ARNOLD NO 3 1935.
 AK6847'
 AK6847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 AK6847'AND STATE HIGHWAY 50 AT GROVELAND GO 8.65 MILES SOUTH ALONG
 AK6847'STATE HIGHWAY 33 TO A FARMHOUSE AND THE STATION ON THE RIGHT.
 AK6847
 AK6847                          STATION RECOVERY (1966)
 AK6847
 AK6847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GW)
 AK6847'STATION WAS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS
 AK6847'SEARCHED FOR BUT NOT RECOVERED.
 AK6847'
 AK6847'STATE HAS BUILT NEW HIGHWAY THROUGH THIS AREA.
 AK6847
 AK6847                          STATION RECOVERY (1984)
 AK6847
 AK6847'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (LA)
 AK6847'ARNOLD 1935 RECOVERED GOOD.
 AK6847'
 AK6847'FOUND AS DESCRIBED.
 AK6847
 AK6847                          STATION RECOVERY (1984)
 AK6847
 AK6847'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (LA)
 AK6847'ARNOLD 1935 FOUND GOOD.
 AK6847'
 AK6847'FOUND AS DESCRIBED.
 AK6847
 AK6847                          STATION RECOVERY (1985)
 AK6847
 AK6847'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 (RLM)
 AK6847'RECOVERED IN GOOD CONDITION.
 AK6847
 AK6847                          STATION RECOVERY (1997)
 AK6847
 AK6847'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6847'RECOVERED IN GOOD CONDITION.
 AK6847
 AK6847                          STATION RECOVERY (2004)
 AK6847
 AK6847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AK6847'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2522 ***********************************************************************
 AD2522  PACS        -  This is a Primary Airport Control Station.
 AD2522  DESIGNATION -  ARP
 AD2522  PID         -  AD2522
 AD2522  STATE/COUNTY-  FL/BROWARD
 AD2522  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2522
 AD2522                         *CURRENT SURVEY CONTROL
 AD2522  ___________________________________________________________________
 AD2522* NAD 83(1999)-  26 00 04.57753(N)    080 14 26.47742(W)     ADJUSTED  
 AD2522* NAVD 88     -         1.852  (meters)       6.08   (feet)  ADJUSTED  
 AD2522  ___________________________________________________________________
 AD2522  X           -     972,348.141 (meters)                     COMP
 AD2522  Y           -  -5,653,227.877 (meters)                     COMP
 AD2522  Z           -   2,779,178.310 (meters)                     COMP
 AD2522  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AD2522  ELLIP HEIGHT-         -23.38  (meters)          (06/19/01) GPS OBS
 AD2522  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AD2522  DYNAMIC HT  -           1.849 (meters)       6.07  (feet)  COMP
 AD2522  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AD2522
 AD2522  HORZ ORDER  -  B
 AD2522  VERT ORDER  -  SECOND    CLASS II
 AD2522  ELLP ORDER  -  FOURTH    CLASS I
 AD2522
 AD2522.This mark is at Hollywood Airport (HWO)
 AD2522
 AD2522.The horizontal coordinates were established by GPS observations
 AD2522.and adjusted by the National Geodetic Survey in June 2001..
 AD2522
 AD2522.The orthometric height was determined by differential leveling
 AD2522.and adjusted by the National Geodetic Survey in June 1991..
 AD2522
 AD2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD2522
 AD2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD2522
 AD2522.The ellipsoidal height was determined by GPS observations
 AD2522.and is referenced to NAD 83.
 AD2522
 AD2522.The geoid height was determined by GEOID03.
 AD2522
 AD2522.The dynamic height is computed by dividing the NAVD 88
 AD2522.geopotential number by the normal gravity value computed on the
 AD2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2522.degrees latitude (g = 980.6199 gals.).
 AD2522
 AD2522.The modeled gravity was interpolated from observed gravity values.
 AD2522
 AD2522;                    North         East     Units Scale Factor Converg.
 AD2522;SPC FL E     -   184,976.538   276,016.654   MT  1.00001250   +0 19 58.4
 AD2522;SPC FL E     -   606,877.19    905,564.64   sFT  1.00001250   +0 19 58.4
 AD2522;UTM  17      - 2,876,045.406   575,990.718   MT  0.99967130   +0 19 58.4
 AD2522
 AD2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD2522!SPC FL E     -   1.00000367  x   1.00001250  =   1.00001617
 AD2522!UTM  17      -   1.00000367  x   0.99967130  =   0.99967497
 AD2522
 AD2522                          SUPERSEDED SURVEY CONTROL
 AD2522
 AD2522  NAD 83(1990)-  26 00 04.57621(N)    080 14 26.47640(W) AD(       ) B
 AD2522  ELLIP H (02/22/95)  -23.40   (m)                       GP(       ) 4 1
 AD2522  NGVD 29 (??/??/92)    2.330  (m)            7.64   (f) ADJ UNCH    2 0
 AD2522
 AD2522.Superseded values are not recommended for survey control.
 AD2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2522.See file dsdata.txt to determine how the superseded data were derived.
 AD2522
 AD2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7599176045(NAD 83)
 AD2522_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2522_STAMPING: ARP HWO 1970
 AD2522_MARK LOGO: CGS   
 AD2522_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2522+STABILITY: SURFACE MOTION
 AD2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2522+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 AD2522
 AD2522  HISTORY     - Date     Condition        Report By
 AD2522  HISTORY     - 1970     MONUMENTED       NGS
 AD2522  HISTORY     - 1976     GOOD             NGS
 AD2522  HISTORY     - 19850615 GOOD             CGS
 AD2522  HISTORY     - 19931202 GOOD             NOS
 AD2522  HISTORY     - 19940330 GOOD             USPSQD
 AD2522  HISTORY     - 19950205 GOOD             USPSQD
 AD2522  HISTORY     - 19951107 GOOD             FLDT
 AD2522  HISTORY     - 20010416 GOOD             GCYI
 AD2522  HISTORY     - 20011212 GOOD             NGS
 AD2522
 AD2522                          STATION DESCRIPTION
 AD2522
 AD2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2522'AT NORTH PERRY AIRPORT.
 AD2522'AT THE NORTH PERRY AIRPORT, AT THE SOUTHWEST QUADRANT OF THE
 AD2522'INTERSECTION OF TAXIWAYS WHICH PARALLEL RUNWAYS 9 L- 27 R AND
 AD2522'18 L- 36 R, 128.8 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 AD2522'TAXIWAY, 176 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 AD2522'OF THE EAST-WEST AND NORTH-SOUTH TAXIWAYS, 119.8 FEET WEST OF
 AD2522'THE CENTER LINE OF A NORTH-SOUTH TAXIWAY, 361.0 FEET NORTHEAST
 AD2522'OF THE NORTHEAST EDGE OF A HELICOPTER LANDING PAD, ABOUT LEVEL
 AD2522'WITH THE RUNWAYS AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AD2522'WITH THE GROUND.  NOTE-- THE NORTH PERRY AIRPORT IS ABOUT 5
 AD2522'MILES WEST OF THE CITY HALL AT HOLLYWOOD, FLORIDA.
 AD2522
 AD2522                          STATION RECOVERY (1976)
 AD2522
 AD2522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AD2522'RECOVERED IN GOOD CONDITION.
 AD2522
 AD2522                          STATION RECOVERY (1985)
 AD2522
 AD2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985
 AD2522'LOCATED AT THE NORTH PERRY AIRPORT IN THE SW QUADRANT OF THE
 AD2522'INTERSECTION OF THE TAXIWAYS WHICH PARALEL RUNWAYS 9L-27R AND 18L-36R
 AD2522'128.8 FT (39.3 M) S OF THE CENTERLINE OF THE E-W TAXIWAY 176.0 FT
 AD2522'(53.6 M) SW OF THE CENTERLINE INTERSECTION OF THE E-W AND N-S TAXIWAYS
 AD2522'119.8 FT (36.5 M) W OF THE CENTERLINE OF THE N-S TAXIWAY AND 361.0 FT
 AD2522'(110.0 M) NE OF THE NE EDGE OF A HELICOPTER LANDING PAD A TOPOGRAPHIC
 AD2522'DISK STAMPED ARP HWO 1970 IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH
 AD2522'WITH THE GROUND.
 AD2522
 AD2522                          STATION RECOVERY (1993)
 AD2522
 AD2522'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AD2522'THE STATION IS LOCATED ON NORTH PERRY AIRPORT IN THE GRASSY AREA NEAR
 AD2522'MIDFIELD IN HOLLYWOOD, FLORIDA. TO REACH THE STATION FROM THE FLORIDA
 AD2522'TURNPIKE EXTENSION (STATE HIGHWAY 821) AND UNIVERSITY ROAD (NORTHWEST
 AD2522'27TH AVENUE) TURN NORTH ON UNIVERSITY ROAD AND PROCEED 2.8 MI (4.5 KM)
 AD2522'TO PINES BOULEVARD (STATE HIGHWAY 820), TURN RIGHT ON PINES BOULEVARD
 AD2522'AND PROCEED EAST FOR 0.4 MI (0.6 KM) TO AIRPORT ENTRANCE ROAD ON THE
 AD2522'RIGHT, TURN RIGHT AND PROCEED SOUTH FOR 0.3 MI (0.5 KM) TO A GATE,
 AD2522'PASS THROUGH GATE AND CONTINUE 0.05 MI (0.08 KM) TO THE RAMP GATE,
 AD2522'PASS THROUGH THIS GATE AND PROCEED SOUTHEAST ON THE RAMP TAXIWAY FOR
 AD2522'0.1 MI (0.2 KM) TO TAXIWAY D, PROCEED SOUTH ON TAXIWAY D FOR 0.15 MI
 AD2522'(0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED 176.0 FT
 AD2522'(53.6 M) SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF TAXIWAY N
 AD2522'AND D, 128.8 FT (39.3 M) SOUTH OF TAXIWAY N, AND 119.8 FT (36.5 M)
 AD2522'WEST OF TAXIWAY D. THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 AD2522'ARP HWO 1970 AND SET FLUSH WITH THE GROUND IN A CONCRETE MONUMENT. FOR
 AD2522'ACCESS TO STATION AND THE AIRPORT, CONTACT MR. FRED C. HOFFMAN,
 AD2522'AIRPORT MANAGER, NORTH PERRY AIRPORT, 7750 HOLLYWOOD BOULEVARD, BOX
 AD2522'13, PEMBROKE PINES, FLORIDA 33024, PHONE (305) 964-0220. DESCRIBED BY
 AD2522'RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AD2522
 AD2522                          STATION RECOVERY (1994)
 AD2522
 AD2522'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2522'RECOVERED IN GOOD CONDITION.
 AD2522
 AD2522                          STATION RECOVERY (1995)
 AD2522
 AD2522'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2522'RECOVERED IN GOOD CONDITION.
 AD2522
 AD2522                          STATION RECOVERY (1995)
 AD2522
 AD2522'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AD2522'RECOVERED AS DESCRIBED IN LINE 102, QUAD 260802.
 AD2522
 AD2522                          STATION RECOVERY (2001)
 AD2522
 AD2522'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD2522'RECOVERED IN GOOD CONDITION.
 AD2522
 AD2522                          STATION RECOVERY (2001)
 AD2522
 AD2522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2522'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0295 ***********************************************************************
 BE0295  DESIGNATION -  ARP
 BE0295  PID         -  BE0295
 BE0295  STATE/COUNTY-  FL/JACKSON
 BE0295  USGS QUAD   -  MARIANNA (1994)
 BE0295
 BE0295                         *CURRENT SURVEY CONTROL
 BE0295  ___________________________________________________________________
 BE0295* NAD 83(1986)-  30 50 08.     (N)    085 10 54.     (W)     SCALED    
 BE0295* NAVD 88     -        32.725  (meters)     107.37   (feet)  ADJUSTED  
 BE0295  ___________________________________________________________________
 BE0295  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BE0295  DYNAMIC HT  -          32.682 (meters)     107.22  (feet)  COMP
 BE0295  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BE0295
 BE0295  VERT ORDER  -  SECOND    CLASS 0
 BE0295
 BE0295.This mark is at Marianna Airport (MAI)
 BE0295
 BE0295.The horizontal coordinates were scaled from a topographic map and have
 BE0295.an estimated accuracy of +/- 6 seconds.
 BE0295
 BE0295.The orthometric height was determined by differential leveling
 BE0295.and adjusted by the National Geodetic Survey in June 1991..
 BE0295
 BE0295.The geoid height was determined by GEOID03.
 BE0295
 BE0295.The dynamic height is computed by dividing the NAVD 88
 BE0295.geopotential number by the normal gravity value computed on the
 BE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0295.degrees latitude (g = 980.6199 gals.).
 BE0295
 BE0295.The modeled gravity was interpolated from observed gravity values.
 BE0295
 BE0295;                    North         East    Units  Estimated Accuracy
 BE0295;SPC FL N     -   203,670.      534,790.      MT  (+/- 180 meters Scaled)
 BE0295
 BE0295                          SUPERSEDED SURVEY CONTROL
 BE0295
 BE0295  NGVD 29 (??/??/92)   32.853  (m)          107.79   (f) ADJ UNCH    2 0
 BE0295
 BE0295.Superseded values are not recommended for survey control.
 BE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0295.See file dsdata.txt to determine how the superseded data were derived.
 BE0295
 BE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV739127(NAD 83)
 BE0295_MARKER: DT = TOPOGRAPHIC STATION DISK
 BE0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE0295_SP_SET: CONCRETE APRON
 BE0295_STAMPING: ARP 1956
 BE0295_MARK LOGO: CGS   
 BE0295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BE0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE0295+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1991
 BE0295
 BE0295  HISTORY     - Date     Condition        Report By
 BE0295  HISTORY     - 1956     MONUMENTED       CGS
 BE0295  HISTORY     - 1971     GOOD             NGS
 BE0295  HISTORY     - 1989     GOOD             USPSQD
 BE0295  HISTORY     - 19910530 MARK NOT FOUND   NGS
 BE0295  HISTORY     - 19930615 GOOD             CGS
 BE0295  HISTORY     - 20010331 GOOD             NGS
 BE0295  HISTORY     - 20010331 GOOD             NGS
 BE0295
 BE0295                          STATION DESCRIPTION
 BE0295
 BE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BE0295'2.5 MI S FROM GREENWOOD.
 BE0295'LOCATED ABOUT 2.5 MILES SOUTH OF GREENWOOD, AT MARIANNA MUNICIPAL
 BE0295'AIRPORT, ON THE NORTHWEST EDGE OF THE CONCRETE APRON, NEAR THE
 BE0295'CONTROL TOWER AND TERMINAL BUILDING, 437 FEET WEST-NORTHWEST
 BE0295'OF THE WESTERN MOST CORNER OF THE CONTROL TOWER, 117 FEET
 BE0295'NORTHEAST OF THE CENTERLINE OF THE NORTH LANE OF A DIVIDED
 BE0295'TAXIWAY AND ABOUT 0.5 FOOT SOUTHEAST OF THE EDGE OF THE CONCRETE
 BE0295'APRON.  A TOPOGRAPHIC STATION DISK STAMPED ARP 1956 SET IN A
 BE0295'DRILL HOLE FLUSH WITH THE SURFACE OF THE APRON.
 BE0295
 BE0295                          STATION RECOVERY (1989)
 BE0295
 BE0295'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0295'RECOVERED IN GOOD CONDITION.
 BE0295
 BE0295                          STATION RECOVERY (1991)
 BE0295
 BE0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0295'NOTE  THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 BE0295
 BE0295                          STATION RECOVERY (1993)
 BE0295
 BE0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993
 BE0295'LOCATED AT MARIANNA MUNICIPAL AIRPORT ON THE WESTERLY EDGE OF THE
 BE0295'CONCRETE APRON 437 FT (133.2 M) WNW OF THE WESTERMOST CORNER OF THE
 BE0295'CONTROL TOWER 117 FT (35.7 M) NORTHEAST OF THE CENTERLINE OF THE NORTH
 BE0295'LANE OF TAXIWAY NO 8 WHICH RUNS WESTERLY FROM THE APRON A TOPOGRAPHIC
 BE0295'STATION DISK STAMPED ARP 1956 SET IN A DRILL HOLE IN THE EDGE OF THE
 BE0295'CONCRETE APRON.
 BE0295
 BE0295                          STATION RECOVERY (2001)
 BE0295
 BE0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0295
 BE0295                          STATION RECOVERY (2001)
 BE0295
 BE0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0036 ***********************************************************************
 AA0036  DESIGNATION -  ARP
 AA0036  PID         -  AA0036
 AA0036  STATE/COUNTY-  FL/MONROE
 AA0036  USGS QUAD   -  KEY WEST (1971)
 AA0036
 AA0036                         *CURRENT SURVEY CONTROL
 AA0036  ___________________________________________________________________
 AA0036* NAD 83(1986)-  24 33 21.     (N)    081 45 34.     (W)     SCALED    
 AA0036* NAVD 88     -         0.464  (meters)       1.52   (feet)  ADJUSTED  
 AA0036  ___________________________________________________________________
 AA0036  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA0036  DYNAMIC HT  -           0.463 (meters)       1.52  (feet)  COMP
 AA0036  MODELED GRAV-     978,954.2   (mgal)                       NAVD 88
 AA0036
 AA0036  VERT ORDER  -  FIRST     CLASS II
 AA0036
 AA0036.This mark is at Key West Airport (EYW)
 AA0036
 AA0036.The horizontal coordinates were scaled from a topographic map and have
 AA0036.an estimated accuracy of +/- 6 seconds.
 AA0036
 AA0036.The orthometric height was determined by differential leveling
 AA0036.and adjusted by the National Geodetic Survey in May 1994..
 AA0036
 AA0036.The geoid height was determined by GEOID03.
 AA0036
 AA0036.The dynamic height is computed by dividing the NAVD 88
 AA0036.geopotential number by the normal gravity value computed on the
 AA0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0036.degrees latitude (g = 980.6199 gals.).
 AA0036
 AA0036.The modeled gravity was interpolated from observed gravity values.
 AA0036
 AA0036;                    North         East    Units  Estimated Accuracy
 AA0036;SPC FL E     -    24,860.      123,060.      MT  (+/- 180 meters Scaled)
 AA0036
 AA0036                          SUPERSEDED SURVEY CONTROL
 AA0036
 AA0036  NAVD 88 (06/15/91)    0.469  (m)            1.54   (f) UNKNOWN     1 2
 AA0036  NGVD 29 (09/01/92)    0.874  (m)            2.87   (f) ADJUSTED    1 2
 AA0036
 AA0036.Superseded values are not recommended for survey control.
 AA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0036.See file dsdata.txt to determine how the superseded data were derived.
 AA0036
 AA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH230159(NAD 83)
 AA0036_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0036_SP_SET: CONCRETE POST
 AA0036_STAMPING: ARP 1958
 AA0036_MARK LOGO: CGS   
 AA0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0036+STABILITY: SURFACE MOTION
 AA0036
 AA0036  HISTORY     - Date     Condition        Report By
 AA0036  HISTORY     - 1958     MONUMENTED       CGS
 AA0036  HISTORY     - 1966     GOOD             NGS
 AA0036  HISTORY     - 1969     GOOD             NGS
 AA0036  HISTORY     - 1979     GOOD             NGS
 AA0036  HISTORY     - 19881231 GOOD             FLDNR
 AA0036  HISTORY     - 19950615 GOOD             NOS
 AA0036
 AA0036                          STATION DESCRIPTION
 AA0036
 AA0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0036'AT KEY WEST INTER AIR.
 AA0036'AT KEY WEST INTERNATIONAL AIRPORT, ABOUT 0.45 MILE WEST ALONG
 AA0036'THE NORTH SIDE OF EAST-WEST RUNWAY FROM THE EAST END OF RUNWAY,
 AA0036'ABOUT 0.5 MILE EAST OF THE WEST END OF RUNWAY, 90 FEET SOUTH
 AA0036'OF BENCH MARK ARP 2 1964, ALONG THE NORTH EDGE OF RUNWAY
 AA0036'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 AA0036'AND RUNWAY.
 AA0036
 AA0036                          STATION RECOVERY (1969)
 AA0036
 AA0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AA0036'RECOVERED IN GOOD CONDITION.
 AA0036
 AA0036                          STATION RECOVERY (1979)
 AA0036
 AA0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0036'RECOVERED IN GOOD CONDITION.
 AA0036
 AA0036                          STATION RECOVERY (1988)
 AA0036
 AA0036'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0036'RECOVERED IN GOOD CONDITION.
 AA0036
 AA0036                          STATION RECOVERY (1995)
 AA0036
 AA0036'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995
 AA0036'LOCATED AT KEY WEST INTERNATIONAL AIRPORT KEY WEST FLA AT THE NORTH
 AA0036'EDGE AND APPROXIMATE MIDPOINT OF THE EAST-WEST RUNWAY IT IS 2400.02 FT
 AA0036'(731.53 M) WEST OF STA A AT THE EAST END OF THE RUNWAY 2401.61 FT
 AA0036'(732.01 M) EAST OF STA B AT THE WEST END OF THE RUNWAY AND PLACED
 AA0036'EXACTLY ON THE LINE A-B BY INSTRUMENT MARKED BY A STANDARD TOPOGRAPHIC
 AA0036'DISK STAMPED ARP 1958 SET IN THE TOP OF AN IRON PIPE 5 INCHES IN
 AA0036'DIAMETER FILLED WITH CONCRETE FLUSH WITH THE RUNWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK3030 ***********************************************************************
 AK3030  DESIGNATION -  ARP
 AK3030  PID         -  AK3030
 AK3030  STATE/COUNTY-  FL/BREVARD
 AK3030  USGS QUAD   -  MELBOURNE WEST (1988)
 AK3030
 AK3030                         *CURRENT SURVEY CONTROL
 AK3030  ___________________________________________________________________
 AK3030* NAD 83(1986)-  28 06 02.     (N)    080 37 59.     (W)     SCALED    
 AK3030* NAVD 88     -         6.297  (meters)      20.66   (feet)  ADJUSTED  
 AK3030  ___________________________________________________________________
 AK3030  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK3030  DYNAMIC HT  -           6.288 (meters)      20.63  (feet)  COMP
 AK3030  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AK3030
 AK3030  VERT ORDER  -  FIRST     CLASS I
 AK3030
 AK3030.This mark is at Melbourne Airport (MLB)
 AK3030
 AK3030.The horizontal coordinates were scaled from a topographic map and have
 AK3030.an estimated accuracy of +/- 6 seconds.
 AK3030
 AK3030.The orthometric height was determined by differential leveling
 AK3030.and adjusted by the National Geodetic Survey in June 1991..
 AK3030
 AK3030.The geoid height was determined by GEOID03.
 AK3030
 AK3030.The dynamic height is computed by dividing the NAVD 88
 AK3030.geopotential number by the normal gravity value computed on the
 AK3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK3030.degrees latitude (g = 980.6199 gals.).
 AK3030
 AK3030.The modeled gravity was interpolated from observed gravity values.
 AK3030
 AK3030;                    North         East    Units  Estimated Accuracy
 AK3030;SPC FL E     -   417,410.      236,060.      MT  (+/- 180 meters Scaled)
 AK3030
 AK3030                          SUPERSEDED SURVEY CONTROL
 AK3030
 AK3030  NGVD 29 (??/??/92)    6.725  (m)           22.06   (f) ADJ UNCH    1 1
 AK3030
 AK3030.Superseded values are not recommended for survey control.
 AK3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3030.See file dsdata.txt to determine how the superseded data were derived.
 AK3030
 AK3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM360083(NAD 83)
 AK3030_MARKER: DT = TOPOGRAPHIC STATION DISK
 AK3030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK3030_SP_SET: CONCRETE BASE
 AK3030_STAMPING: ARP 1954
 AK3030_MARK LOGO: CGS   
 AK3030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AK3030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK3030+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 AK3030
 AK3030  HISTORY     - Date     Condition        Report By
 AK3030  HISTORY     - 1954     MONUMENTED       CGS
 AK3030  HISTORY     - 1973     GOOD             NGS
 AK3030  HISTORY     - 1983     GOOD             CGS
 AK3030  HISTORY     - 19890615 GOOD             CGS
 AK3030  HISTORY     - 20020804 GOOD             USPSQD
 AK3030  HISTORY     - 20030807 GOOD             USPSQD
 AK3030  HISTORY     - 20040901 GOOD             USPSQD
 AK3030  HISTORY     - 20051027 GOOD             USPSQD
 AK3030
 AK3030                          STATION DESCRIPTION
 AK3030
 AK3030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AK3030'T FROM AT CAPE KENNEDY REGIONAL AIRPOR.
 AK3030'AT THE CAPE KENNEDY REGIONAL AIRPORT ALONG THE NORTHWEST SIDE OF
 AK3030'RUNWAY 4-22, SET IN THE TOP OF THE CONCRETE BASE OF THE SECOND
 AK3030'DECOMMISSIONED RUNWAY LIGHT NORTHEAST OF A TAXIWAY, 264 FEET NORTHEAST
 AK3030'OF THE NORTHEAST EDGE OF TAXIWAY, 3 FEET NORTHWEST OF THE NORTHWEST
 AK3030'EDGE OF THE RUNWAY, 2 FEET EAST OF THE WEST CORNER OF THE LIGHT
 AK3030'BASE AND ABOUT LEVEL WITH THE RUNWAY.  SEC 28, T 27 S, R 37 E
 AK3030
 AK3030                          STATION RECOVERY (1983)
 AK3030
 AK3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 AK3030'RECOVERED IN GOOD CONDITION.
 AK3030
 AK3030                          STATION RECOVERY (1989)
 AK3030
 AK3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1989
 AK3030'THE STATION IS LOCATED NORTH OF THE INTERSECTION OF RUNWAY 4/22 AND
 AK3030'TAXIWAY R ALONG THE NORTHERLY EDGE OF THE OLD NORTHWEST EDGE OF RUNWAY
 AK3030'4/22 IN THE REMAINING OLD FLUSH MOUNTED RUNWAY LIGHT 175.7 FT (53.6 M)
 AK3030'SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE HEADWALL AND 32.9 FT
 AK3030'(10.0 M) EAST OF A SQUARE CABLE JUNCTION BOX THE STATION IS MARKED
 AK3030'WITH A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED ARP 1954 SET IN A
 AK3030'DRILL HOLE IN THE CONCRETE RUNWAY LIGHT.
 AK3030
 AK3030                          STATION RECOVERY (2002)
 AK3030
 AK3030'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK3030'RECOVERED IN GOOD CONDITION.
 AK3030
 AK3030                          STATION RECOVERY (2003)
 AK3030
 AK3030'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK3030'RECOVERED IN GOOD CONDITION.
 AK3030
 AK3030                          STATION RECOVERY (2004)
 AK3030
 AK3030'RECOVERY NOTE BY US POWER SQUADRON 2004 (GRF)
 AK3030'RECOVERED IN GOOD CONDITION.
 AK3030
 AK3030                          STATION RECOVERY (2005)
 AK3030
 AK3030'RECOVERY NOTE BY US POWER SQUADRON 2005 (GRF)
 AK3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2475 ***********************************************************************
 AD2475  DESIGNATION -  ARP 1962
 AD2475  PID         -  AD2475
 AD2475  STATE/COUNTY-  FL/BROWARD
 AD2475  USGS QUAD   -  FORT LAUDERDALE SOUT (1994)
 AD2475
 AD2475                         *CURRENT SURVEY CONTROL
 AD2475  ___________________________________________________________________
 AD2475* NAD 83(1986)-  26 04 25.     (N)    080 09 08.     (W)     SCALED    
 AD2475* NAVD 88     -         1.753  (meters)       5.75   (feet)  ADJUSTED  
 AD2475  ___________________________________________________________________
 AD2475  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AD2475  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 AD2475  MODELED GRAV-     979,054.8   (mgal)                       NAVD 88
 AD2475
 AD2475  VERT ORDER  -  FIRST     CLASS I
 AD2475
 AD2475.This mark is at Ft Lauderdale (HLYWD) Airport (FLL)
 AD2475
 AD2475.The horizontal coordinates were scaled from a topographic map and have
 AD2475.an estimated accuracy of +/- 6 seconds.
 AD2475
 AD2475.The orthometric height was determined by differential leveling
 AD2475.and adjusted by the National Geodetic Survey in June 1991..
 AD2475
 AD2475.The geoid height was determined by GEOID03.
 AD2475
 AD2475.The dynamic height is computed by dividing the NAVD 88
 AD2475.geopotential number by the normal gravity value computed on the
 AD2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2475.degrees latitude (g = 980.6199 gals.).
 AD2475
 AD2475.The modeled gravity was interpolated from observed gravity values.
 AD2475
 AD2475;                    North         East    Units  Estimated Accuracy
 AD2475;SPC FL E     -   193,050.      284,820.      MT  (+/- 180 meters Scaled)
 AD2475
 AD2475                          SUPERSEDED SURVEY CONTROL
 AD2475
 AD2475  NGVD 29 (??/??/92)    2.245  (m)            7.37   (f) ADJ UNCH    1 1
 AD2475
 AD2475.Superseded values are not recommended for survey control.
 AD2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2475.See file dsdata.txt to determine how the superseded data were derived.
 AD2475
 AD2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ847841(NAD 83)
 AD2475_MARKER: DB = BENCH MARK DISK
 AD2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2475_STAMPING: ARP 1962
 AD2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2475+STABILITY: SURFACE MOTION
 AD2475
 AD2475  HISTORY     - Date     Condition        Report By
 AD2475  HISTORY     - 1962     MONUMENTED       CGS
 AD2475  HISTORY     - 1965     GOOD             NGS
 AD2475  HISTORY     - 1974     GOOD             NGS
 AD2475  HISTORY     - 19940406 GOOD             USPSQD
 AD2475  HISTORY     - 19960123 GOOD             USPSQD
 AD2475
 AD2475                          STATION DESCRIPTION
 AD2475
 AD2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2475'2.6 MI SW FROM FORT LAUDERDALE.
 AD2475'ABOUT 1.85 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2475'THE STATION AT FORT LAUDERDALE, THENCE 0.3 MILE WEST ALONG A BLACK
 AD2475'TOP ROAD TO FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AIRPORT,
 AD2475'THENCE 0.45 MILE NORTHWEST ALONG RUNWAY, ABOUT 0.45 MILE NORTHWEST
 AD2475'OF THE CONTROL TOWER, 584.1 FEET NORTH OF THE WIND SOCK JUST NORTH
 AD2475'OF THE INTERSECTION OF RUNWAYS 13-31 AND 4-22, 251 FEET WEST OF THE
 AD2475'WEST EDGE OF THE OLD NORTH-SOUTH RUNWAY, ABOUT 240 FEET SOUTH
 AD2475'OF THE SOUTH SIDE OF A VOR TOWER AND SET IN THE TOP OF A CONCRETE
 AD2475'POST FLUSH WITH THE GROUND.
 AD2475
 AD2475                          STATION RECOVERY (1974)
 AD2475
 AD2475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2475'RECOVERED IN GOOD CONDITION.
 AD2475
 AD2475                          STATION RECOVERY (1994)
 AD2475
 AD2475'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2475'RECOVERED IN GOOD CONDITION.
 AD2475
 AD2475                          STATION RECOVERY (1996)
 AD2475
 AD2475'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4539 ***********************************************************************
 AA4539  DESIGNATION -  ARP 2 1970 PBI
 AA4539  PID         -  AA4539
 AA4539  STATE/COUNTY-  FL/PALM BEACH
 AA4539  USGS QUAD   -  PALM BEACH (1983)
 AA4539
 AA4539                         *CURRENT SURVEY CONTROL
 AA4539  ___________________________________________________________________
 AA4539* NAD 83(1999)-  26 41 02.67446(N)    080 05 39.24348(W)     ADJUSTED  
 AA4539* NAVD 88     -         3.79   (+/-2cm)      12.4    (feet)  VERTCON   
 AA4539  ___________________________________________________________________
 AA4539  X           -     981,020.563 (meters)                     COMP
 AA4539  Y           -  -5,617,656.590 (meters)                     COMP
 AA4539  Z           -   2,846,972.409 (meters)                     COMP
 AA4539  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AA4539  ELLIP HEIGHT-         -22.52  (meters)          (06/19/01) GPS OBS
 AA4539  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AA4539
 AA4539  HORZ ORDER  -  B
 AA4539  VERT ORDER  -  THIRD ? (See Below)
 AA4539  ELLP ORDER  -  FOURTH    CLASS I
 AA4539
 AA4539.This mark is at Palm Beach Intl Airport (PBI)
 AA4539
 AA4539.The horizontal coordinates were established by GPS observations
 AA4539.and adjusted by the National Geodetic Survey in June 2001..
 AA4539
 AA4539.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4539.The vertical order pertains to the NGVD 29 superseded value.
 AA4539
 AA4539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4539
 AA4539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4539
 AA4539.The ellipsoidal height was determined by GPS observations
 AA4539.and is referenced to NAD 83.
 AA4539
 AA4539.The geoid height was determined by GEOID03.
 AA4539
 AA4539;                    North         East     Units Scale Factor Converg.
 AA4539;SPC FL E     -   260,721.436   290,148.495   MT  1.00004147   +0 24 24.4
 AA4539;SPC FL E     -   855,383.58    951,928.85   sFT  1.00004147   +0 24 24.4
 AA4539;UTM  17      - 2,951,764.461   590,117.737   MT  0.99970026   +0 24 24.4
 AA4539
 AA4539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4539!SPC FL E     -   1.00000354  x   1.00004147  =   1.00004501
 AA4539!UTM  17      -   1.00000354  x   0.99970026  =   0.99970380
 AA4539
 AA4539                          SUPERSEDED SURVEY CONTROL
 AA4539
 AA4539  NAD 83(1990)-  26 41 02.67317(N)    080 05 39.24271(W) AD(       ) B
 AA4539  ELLIP H (02/22/95)  -22.48   (m)                       GP(       ) 4 1
 AA4539  NGVD 29 (02/22/95)    4.25   (m)           13.9    (f) LEVELING    3  
 AA4539
 AA4539.Superseded values are not recommended for survey control.
 AA4539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4539.See file dsdata.txt to determine how the superseded data were derived.
 AA4539
 AA4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9011851764(NAD 83)
 AA4539_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4539_SP_SET: CONCRETE POST
 AA4539_STAMPING: ARP 2 1970 PBI
 AA4539_MARK LOGO: CGS   
 AA4539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4539+STABILITY: SURFACE MOTION
 AA4539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4539+SATELLITE: SATELLITE OBSERVATIONS - 1970
 AA4539
 AA4539  HISTORY     - Date     Condition        Report By
 AA4539  HISTORY     - 1970     MONUMENTED       NGS
 AA4539  HISTORY     - 19890115 GOOD             CGS
 AA4539
 AA4539                          STATION DESCRIPTION
 AA4539
 AA4539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 AA4539'THE STATION IS LOCATED AT THE APPROXIMATE CENTER OF THE PALM BEACH
 AA4539'INTERNATIONAL AIRPORT NEAR THE INTERSECTION OF TAXIWAY B AND C IN WEST
 AA4539'PALM BEACH, FLORIDA. TO REACH THE STATION FROM THE INTERSECTION OF
 AA4539'SOUTHERN BOULEVARD AND AUSTRALIAN AVENUE, PROCEED NORTH FOR 0.85 MI
 AA4539'(1.37 KM) TO JAMES L. TURNAGE BOULEVARD, TURN LEFT AND GO 0.25 MI
 AA4539'(0.40 KM) TO A Y-INTERSECTION, BEAR TO THE RIGHT AND GO 0.7 MI (1.1
 AA4539'KM) TO A T-INTERSECTION, TURN RIGHT AND GO 0.3 MI (0.5 KM) TO A DRIVE
 AA4539'AND SECURITY GATE LEFT, TURN LEFT AND PASS THROUGH MANNED SECURITY
 AA4539'CHECK POINT AND TAKE AN IMMEDIATE LEFT, (WITH ESCORT) PASS THROUGH
 AA4539'SECURITY GATE (ELECTRONIC) AND GO SOUTH FOR 0.3 MI (0.5 KM) TO TAXIWAY
 AA4539'C AT TAXIWAY D, TURN WEST ON TAXIWAY C AND GO 0.45 MI (0.72 KM) TO
 AA4539'STATION ON RIGHT. THE STATION IS LOCATED NORTH OF THE INTERSECTION OF
 AA4539'RUNWAYS 9L-27R AND 13-31, IT IS 139.0 FT (42.4 M) NORTH OF THE
 AA4539'CENTERLINE OF TAXIWAY NORTH AND PARALLEL TO RUNWAY 9L-27R, 118.3 FT
 AA4539'(36.1 M) NORTHWEST OF THE SIXTH TAXIWAY LIGHT EAST OF RUNWAY 13-31 ON
 AA4539'THE NORTH SIDE OF THE EAST-WEST TAXIWAY, 91.0 FT (27.7 M) NORTH OF THE
 AA4539'FIFTH TAXIWAY LIGHT EAST OF RUNWAY 13-31, 83.3 FT (25.4 M) EAST
 AA4539'NORTHEAST OF THE CENTER OF AN ELECTRIC BOX, AND 36.7 FT (11.2 M)
 AA4539'SOUTHEAST OF THE CENTER OF A CATCH BASIN. THE STATION IS A STANDARD
 AA4539'TOPOGRAPHIC DISK STAMPED ARP 2 1970 PIB AND SET IN THE TOP OF A
 AA4539'CONCRETE MONUMENT SET FLUSH WITH THE SURFACE. FOR ACCESS TO STATION
 AA4539'AND THE AIRPORT, CONTACT MR. STEVEN J. ASHWORTH, OPERATIONS MANAGER,
 AA4539'PALM BEACH INTERNATIONAL AIRPORT, BUILDING 846, WEST PALM BEACH,
 AA4539'FLORIDA 33406-1491, PHONE (407) 471-7440. DESCRIBED BY RALPH A.
 AA4539'HARRELL, CHIEF OF NOS PARTY.
 AA4539
 AA4539                          STATION RECOVERY (1989)
 AA4539
 AA4539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1989
 AA4539'THE STATION IS LOCATED AT THE PALM BEACH INTERNATIONAL AIRPORT NORTH
 AA4539'OF THE INTERSECTION OF RUNWAYS 9L-27R AND 13-31 IT IS 139.0 FEET (42.4
 AA4539'M) NORTH OF THE CENTERLINE OF THE TAXIWAY NORTH OF AND PARALLEL TO
 AA4539'RUNWAY 9L-27R 118.3 FEET (36.1 M) NORTHWEST OF THE SIXTH TAXIWAY LIGHT
 AA4539'EAST OF RUNWAY 13-31 ON THE NORTH SIDE OF THE EAST-WEST TAXIWAY 91.0
 AA4539'FT (27.7 M) NORTH OF THE FIFTH TAXIWAY LIGHT EAST OF RUNWAY 13-31 83.3
 AA4539'FT (25.4 M) EAST NORTHEAST OF THE CENTER OF AN ELECTRIC BOX AND 36.7
 AA4539'FT (11.2 M) SOUTHEAST OF THE CENTER OF A CATCH BASIN THE STATION IS A
 AA4539'STANDARD TOPOGRAPHICAL DISK STAMPED ARP 2 1970 PBI SET IN THE TOP OF A
 AA4539'CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA9832 ***********************************************************************
 AA9832  SACS        -  This is a Secondary Airport Control Station.
 AA9832  DESIGNATION -  ARP 2 1975 TLH
 AA9832  PID         -  AA9832
 AA9832  STATE/COUNTY-  FL/LEON
 AA9832  USGS QUAD   -  TALLAHASSEE (1976)
 AA9832
 AA9832                         *CURRENT SURVEY CONTROL
 AA9832  ___________________________________________________________________
 AA9832* NAD 83(1999)-  30 23 59.38235(N)    084 21 21.10918(W)     ADJUSTED  
 AA9832* NAVD 88     -        19.39   (meters)      63.6    (feet)  GPS OBS   
 AA9832  ___________________________________________________________________
 AA9832  X           -     541,507.927 (meters)                     COMP
 AA9832  Y           -  -5,479,260.786 (meters)                     COMP
 AA9832  Z           -   3,208,676.974 (meters)                     COMP
 AA9832  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AA9832  ELLIP HEIGHT-          -8.37  (meters)          (02/07/02) GPS OBS
 AA9832  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AA9832
 AA9832  HORZ ORDER  -  FIRST
 AA9832  ELLP ORDER  -  FOURTH    CLASS I
 AA9832
 AA9832.This mark is at Tallahassee (REGIONAL) Airport (TLH)
 AA9832
 AA9832.The horizontal coordinates were established by GPS observations
 AA9832.and adjusted by the National Geodetic Survey in February 2002..
 AA9832
 AA9832.The orthometric height was determined by GPS observations and a
 AA9832.high-resolution geoid model.
 AA9832
 AA9832.GPS derived orthometric heights for airport stations designated as
 AA9832.PACS or SACS are published to 2 decimal places.  This maintains
 AA9832.centimeter relative accuracy between the PACS and SACS.  It does
 AA9832.not indicate centimeter accuracy relative to other marks which are
 AA9832.part of the NAVD 88 network.
 AA9832
 AA9832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9832
 AA9832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9832
 AA9832.The ellipsoidal height was determined by GPS observations
 AA9832.and is referenced to NAD 83.
 AA9832
 AA9832.The geoid height was determined by GEOID03.
 AA9832
 AA9832;                    North         East     Units Scale Factor Converg.
 AA9832;SPC FL N     -   155,177.085   613,850.487   MT  0.99995664   +0 04 20.8
 AA9832;SPC FL N     -   509,110.15  2,013,941.14   sFT  0.99995664   +0 04 20.8
 AA9832;UTM  16      - 3,366,058.487   754,036.648   MT  1.00039622   +1 20 19.4
 AA9832
 AA9832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9832!SPC FL N     -   1.00000131  x   0.99995664  =   0.99995795
 AA9832!UTM  16      -   1.00000131  x   1.00039622  =   1.00039753
 AA9832
 AA9832                          SUPERSEDED SURVEY CONTROL
 AA9832
 AA9832  NAD 83(1990)-  30 23 59.38179(N)    084 21 21.10858(W) AD(       ) 1
 AA9832  ELLIP H (04/15/98)   -8.31   (m)                       GP(       ) 4 1
 AA9832
 AA9832.Superseded values are not recommended for survey control.
 AA9832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9832.See file dsdata.txt to determine how the superseded data were derived.
 AA9832
 AA9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5403766058(NAD 83)
 AA9832_MARKER: DD = SURVEY DISK
 AA9832_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA9832_STAMPING: ARP 2 1975 TLH
 AA9832_MARK LOGO: NGS   
 AA9832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9832+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1997
 AA9832
 AA9832  HISTORY     - Date     Condition        Report By
 AA9832  HISTORY     - 1975     MONUMENTED       NGS
 AA9832  HISTORY     - 19971112 GOOD             NGS
 AA9832
 AA9832                          STATION DESCRIPTION
 AA9832
 AA9832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JBN)
 AA9832'THE STATION IS LOCATED AT THE TALLAHASSEE MUNICIPAL AIRPORT
 AA9832'TALLAHASSEE FLORIDA THE STATION IS LOCATED 296.91 FEET (90.50 M) SOUTH
 AA9832'OF THE SE CORNER OF THE PASSENGER TERMINAL ENTRANCE 3.54 FEET (1.08 M)
 AA9832'SOUTH OF THE SOUTH EDGE OF THE RAMP AND 336.04 FEET (102.43 M) WEST OF
 AA9832'THE SE CORNER OF THE RAMP THE STATION IS A STANDARD DISK SET IN A
 AA9832'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 2 1975 TLH.
 AA9832
 AA9832                          STATION RECOVERY (1997)
 AA9832
 AA9832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 AA9832'THE STATION IS LOCATED AT THE TALLAHASSE REGIONAL AIRPORT.** THE
 AA9832'STATION IS LOCATED 296.9 FT (90.5 M) SOUTH OF THE SOUTHEAST CORNER OF
 AA9832'THE TERMINAL BUILDING, 3.5 FT (1.1 M) SOUTH OF THE SOUTH EDGE OF THE
 AA9832'RAMP AND 336.0 FT (102.4 M) WEST OF THE SOUTHEAST CORNER OF THE
 AA9832'RAMP.THE STATION IS A STANDARD SURVEY DISK SET IN A PREFAB CONCRETE
 AA9832'POST FLUSH WITH THE GROUND STAMPED -- ARP 2 1975 TLH -- .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4478 ***********************************************************************
 AA4478  PACS        -  This is a Primary Airport Control Station.
 AA4478  DESIGNATION -  ARP 2 PFN
 AA4478  PID         -  AA4478
 AA4478  STATE/COUNTY-  FL/BAY
 AA4478  USGS QUAD   -  PANAMA CITY (1982)
 AA4478
 AA4478                         *CURRENT SURVEY CONTROL
 AA4478  ___________________________________________________________________
 AA4478* NAD 83(1999)-  30 12 41.63357(N)    085 40 56.36106(W)     ADJUSTED  
 AA4478* NAVD 88     -         3.17   (meters)      10.4    (feet)  GPS OBS   
 AA4478  ___________________________________________________________________
 AA4478  X           -     415,315.197 (meters)                     COMP
 AA4478  Y           -  -5,500,815.489 (meters)                     COMP
 AA4478  Z           -   3,190,650.444 (meters)                     COMP
 AA4478  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AA4478  ELLIP HEIGHT-         -24.58  (meters)          (06/19/01) GPS OBS
 AA4478  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA4478
 AA4478  HORZ ORDER  -  B
 AA4478  ELLP ORDER  -  FOURTH    CLASS I
 AA4478
 AA4478.This mark is at Panama City-Bay Co Intl Airport (PFN)
 AA4478
 AA4478.The horizontal coordinates were established by GPS observations
 AA4478.and adjusted by the National Geodetic Survey in June 2001..
 AA4478
 AA4478.The orthometric height was determined by GPS observations and a
 AA4478.high-resolution geoid model.
 AA4478
 AA4478.GPS derived orthometric heights for airport stations designated as
 AA4478.PACS or SACS are published to 2 decimal places.  This maintains
 AA4478.centimeter relative accuracy between the PACS and SACS.  It does
 AA4478.not indicate centimeter accuracy relative to other marks which are
 AA4478.part of the NAVD 88 network.
 AA4478
 AA4478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4478
 AA4478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4478
 AA4478.The ellipsoidal height was determined by GPS observations
 AA4478.and is referenced to NAD 83.
 AA4478
 AA4478.The geoid height was determined by GEOID03.
 AA4478
 AA4478;                    North         East     Units Scale Factor Converg.
 AA4478;SPC FL N     -   134,889.079   486,172.728   MT  0.99994873   -0 35 38.9
 AA4478;SPC FL N     -   442,548.59  1,595,051.69   sFT  0.99994873   -0 35 38.9
 AA4478;UTM  16      - 3,342,962.730   626,822.068   MT  0.99979843   +0 39 47.3
 AA4478
 AA4478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4478!SPC FL N     -   1.00000386  x   0.99994873  =   0.99995259
 AA4478!UTM  16      -   1.00000386  x   0.99979843  =   0.99980229
 AA4478
 AA4478|---------------------------------------------------------------------|
 AA4478| PID    Reference Object                     Distance      Geod. Az  |
 AA4478|                                                           dddmmss.s |
 AA4478| AA9814 PANAMA CITY CBL 800                 349.317 METERS 12043     |
 AA4478| AA9815 PANAMA CITY CBL 1400                303.810 METERS 34722     |
 AA4478|---------------------------------------------------------------------|
 AA4478
 AA4478                          SUPERSEDED SURVEY CONTROL
 AA4478
 AA4478  NAD 83(1990)-  30 12 41.63320(N)    085 40 56.36015(W) AD(       ) B
 AA4478  ELLIP H (01/24/95)  -24.43   (m)                       GP(       ) 4 2
 AA4478  NGVD 29 (01/24/95)    3.33   (m)           10.9    (f) LEVELING    3  
 AA4478
 AA4478.Superseded values are not recommended for survey control.
 AA4478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4478.See file dsdata.txt to determine how the superseded data were derived.
 AA4478
 AA4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2682242963(NAD 83)
 AA4478_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4478_STAMPING: ARP 2 1972 PFN
 AA4478_MARK LOGO: NOS   
 AA4478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4478+STABILITY: SURFACE MOTION
 AA4478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4478+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 AA4478
 AA4478  HISTORY     - Date     Condition        Report By
 AA4478  HISTORY     - 1972     MONUMENTED       NGS
 AA4478  HISTORY     - 19910615 GOOD             NGS
 AA4478  HISTORY     - 19951115 GOOD             NGS
 AA4478
 AA4478                          STATION DESCRIPTION
 AA4478
 AA4478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (REH)
 AA4478'STATION IS LOCATED AT THE PANAMA CITY-BAY COUNTY AIRPORT.  AIRPORT IS
 AA4478'LOCATED NORTHWEST OF THE CITY OF PANAMA CITY AND NORTH OF THE JUNCTION
 AA4478'OF US HIGHWAYS 98 AND 231.
 AA4478' 
 AA4478'TO REACH STATION FROM THE TERMINAL RAMP AND CONTROL TOWER PROCEED EAST
 AA4478'TO THE TAXIWAY RUNNING PARALLEL TO RUNWAY 14/32.  TURN NORTH AND
 AA4478'PROCEED VIA TAXIWAY TO RUNWAY 5/23.  DO NOT CROSS RUNWAY.  TURN RIGHT
 AA4478'(EAST) INTO GRASS ISLAND BORDERED BY TAXIWAYS AND RUNWAYS AND
 AA4478'STATION.
 AA4478' 
 AA4478'IT IS 157.9 FT (48.1 M) SE OF THE CENTERLINE OF RUNWAY 5/23, 119.8 FT
 AA4478'(36.5 M) NW OF THE NORTH EDGE OF THE TAXIWAY RUNNING PARALLEL TO
 AA4478'RUNWAY 5/23, 82.7 FT (25.2 M) NE OF A TAXIWAY SIGN LABELLED "GA" AND
 AA4478'74.8 FT (22.8 M) N OF THE N CORNER OF THE FIRST DUCT COVER NE OF THE
 AA4478'INTERSECTION OF TAXIWAYS.
 AA4478' 
 AA4478'ACCESS TO THE AIRPORT IS CONTROLLED.  CONTACT AIRPORT ASSISTANT
 AA4478'DIRECTOR, MIKE HAYNES, 3173 AIRPORT ROAD, BOX A, PANAMA CITY, FL 32405
 AA4478'OR TELEPHONE 904/763-6751 TO ARRANGE ACCESS.
 AA4478
 AA4478                          STATION RECOVERY (1991)
 AA4478
 AA4478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA4478'THE STATION IS LOCATED NEAR THE CENTER OF THE PANAMA CITY-BAY COUNTY
 AA4478'AIRPORT IT IS LOCATED SE OF RWY 5-23 BETWEEN RWY 14-32 AND THE
 AA4478'ADJACENT PARALLEL TAXIWAY IT IS 74.8 FT (22.8 M) N OF THE N CORNER OF
 AA4478'THE FIRST DUCT COVER SE OF RWY 5-23 ON THE N SIDE OF THE PARALLEL
 AA4478'TAXIWAY IT IS 82.7 FT (25.2 M) NE OF THE TAXIWAY SIGN MARKED GA AND
 AA4478'119.8 FT (36.5 M) NW OF THE N EDGE OF THE PARALLEL TAXIWAY TO RWY 5-23
 AA4478'IT IS 157.9 FT (48.1 M) SE OF THE CL OF RWY 5-23 BETWEEN 14-32 AND THE
 AA4478'PARALLEL TAXIWAY THE STATION IS A STANDARD TOPO DISK SET IN A SQUARE
 AA4478'CONCRETE MONUMENT 2 INCHES ABOVE GROUND AND STAMPED ARP 2 1972 PFN.
 AA4478
 AA4478                          STATION RECOVERY (1995)
 AA4478
 AA4478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AA4478'THE STATION IS LOCATED ON THE PANAMA CITY-BAY COUNTY INTERNATIONAL
 AA4478'AIRPORT WHICH IS NORTHWEST OF DOWNTOWN PANAMA CITY.  IT IS IN A GRASSY
 AA4478'AREA NEAR THE CENTER OF THE AIRPORT AND BORDERED BY THE RUNWAYS AND
 AA4478'TAXIWAYS.  OWNERSHIP -- PANAMA CITY-BAY COUNTY AIRPORT AUTHORITY.
 AA4478'ACCESS TO THE AIRPORT IS CONTROLLED.  CONTACT AIRPORT ASSISTANT
 AA4478'DIRECTOR, MIKE HAYNES, 3173 AIRPORT ROAD, BOX A, PANAMA CITY, FL
 AA4478'32405, TELEPHONE (904) 763-6751 TO ARRANGE ACCESS.  TO REACH THE
 AA4478'STATION FROM THE JUNCTION OF U.S.  98 AND STATE HIGHWAY 390 ON THE
 AA4478'WEST SIDE OF PANAMA CITY, GO NORTH AND NORTHEAST ON STATE HIGHWAY 390
 AA4478'FOR 2.35 MI (3.78 KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO
 AA4478'NORTHEAST ON AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A SIDE RORAD RIGHT.
 AA4478'TURN RIGHT AND GO EAST ON THE SIDE ROAD FOR 0.1 MI (0.2 KM) TO THE
 AA4478'LOCKED GATE ON THE SOUTH END OF THE AIRCRAFT RESCUE AND FIRE FIGHTING
 AA4478'BUILDING.  PASS THROUGH THE GATE AND BEAR LEFT GOING NORTHEAST ON THE
 AA4478'FIRE LANE FOR 0.1 MI (0.2 KM) TO TAXIWAY ALPHA. TURN LEFT AND GO
 AA4478'NORTH-NORTHWEST ON TAXIWAY ALPHA FOR 0.5 MI (0.8 KM) CROSSING TAXIWAY
 AA4478'DELTA TO THE STATION ON THE RIGHT BEFORE REACHING RUNWAY 5-23.  THE
 AA4478'STATION IS 157.9 FT (48.1 M) SOUTHEAST OF THE CENTERLINE OF RUNWAY
 AA4478'5-23, 119.8 FT (36.5 M) NORTHWEST OF THE NORTH EDGE OF TAXIWAY RUNNING
 AA4478'PARALLEL TO RUNWAY 5-23, 91.0 FT (27.7 M) NORTHWEST OF 3 PANEL SIGN (D
 AA4478'14-32) WHICH IS PARALLEL TO HOLD BACK MARKINGS FOR RUNWAY 14-32, 81.5
 AA4478'FT (24.8 M) NORTHEAST OF THE NORTHEAST CORNER OF 3 PANEL (TAXIWAY A)
 AA4478'SIGN, AND 74.8 FT (22.8 M) NORTH OF THE NORTH CORNER OF THE FIRST DUCT
 AA4478'COVER NORTHEAST OF THE INTERSECTION OF THE TAXIWAYS.  IT IS THE
 AA4478'PRIMARY AIRPORT CONTROL STATION.  WJR
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4495 ***********************************************************************
 AA4495  PACS        -  This is a Primary Airport Control Station.
 AA4495  DESIGNATION -  ARP 3 FMY
 AA4495  PID         -  AA4495
 AA4495  STATE/COUNTY-  FL/LEE
 AA4495  USGS QUAD   -  FORT MYERS SE (1987)
 AA4495
 AA4495                         *CURRENT SURVEY CONTROL
 AA4495  ___________________________________________________________________
 AA4495* NAD 83(1999)-  26 35 11.71012(N)    081 51 51.69126(W)     ADJUSTED  
 AA4495* NAVD 88     -         3.70   (meters)      12.1    (feet)  GPS OBS   
 AA4495  ___________________________________________________________________
 AA4495  X           -     807,710.911 (meters)                     COMP
 AA4495  Y           -  -5,650,074.820 (meters)                     COMP
 AA4495  Z           -   2,837,318.006 (meters)                     COMP
 AA4495  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AA4495  ELLIP HEIGHT-         -20.39  (meters)          (06/19/01) GPS OBS
 AA4495  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AA4495
 AA4495  HORZ ORDER  -  B
 AA4495  ELLP ORDER  -  FOURTH    CLASS I
 AA4495
 AA4495.This mark is at Page Field Airport (FMY)
 AA4495
 AA4495.The horizontal coordinates were established by GPS observations
 AA4495.and adjusted by the National Geodetic Survey in June 2001..
 AA4495
 AA4495.The orthometric height was determined by GPS observations and a
 AA4495.high-resolution geoid model.
 AA4495
 AA4495.GPS derived orthometric heights for airport stations designated as
 AA4495.PACS or SACS are published to 2 decimal places.  This maintains
 AA4495.centimeter relative accuracy between the PACS and SACS.  It does
 AA4495.not indicate centimeter accuracy relative to other marks which are
 AA4495.part of the NAVD 88 network.
 AA4495
 AA4495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4495
 AA4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4495
 AA4495.The ellipsoidal height was determined by GPS observations
 AA4495.and is referenced to NAD 83.
 AA4495
 AA4495.The geoid height was determined by GEOID03.
 AA4495
 AA4495;                    North         East     Units Scale Factor Converg.
 AA4495;SPC FL W     -   249,607.533   213,511.159   MT  0.99994343   +0 03 38.5
 AA4495;SPC FL W     -   818,920.71    700,494.53   sFT  0.99994343   +0 03 38.5
 AA4495;UTM  17      - 2,940,937.771   413,929.147   MT  0.99969146   -0 23 12.7
 AA4495
 AA4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4495!SPC FL W     -   1.00000320  x   0.99994343  =   0.99994663
 AA4495!UTM  17      -   1.00000320  x   0.99969146  =   0.99969466
 AA4495
 AA4495                          SUPERSEDED SURVEY CONTROL
 AA4495
 AA4495  NAD 83(1990)-  26 35 11.70824(N)    081 51 51.69036(W) AD(       ) B
 AA4495  ELLIP H (02/22/95)  -20.35   (m)                       GP(       ) 4 2
 AA4495  NGVD 29 (02/22/95)    4.06   (m)           13.3    (f) LEVELING    3  
 AA4495
 AA4495.Superseded values are not recommended for survey control.
 AA4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4495.See file dsdata.txt to determine how the superseded data were derived.
 AA4495
 AA4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1392940938(NAD 83)
 AA4495_MARKER: DD = SURVEY DISK
 AA4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4495_STAMPING: ARP 3 1976 FMY
 AA4495_MARK LOGO: NOS   
 AA4495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4495+STABILITY: SURFACE MOTION
 AA4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4495+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1996
 AA4495
 AA4495  HISTORY     - Date     Condition        Report By
 AA4495  HISTORY     - 1976     MONUMENTED       NOS
 AA4495  HISTORY     - 19900615 GOOD             NOS
 AA4495  HISTORY     - 19930211 GOOD             NOS
 AA4495  HISTORY     - 19960209 GOOD             NGS
 AA4495  HISTORY     - 20031107 GOOD             USPSQD
 AA4495
 AA4495                          STATION DESCRIPTION
 AA4495
 AA4495'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 AA4495'THE STATION IS LOCATED AT THE APPROXIMATE GEOMETRIC CENTER OF THE LEE
 AA4495'COUNTY AIRPORT-PAGE FIELD NORTHWEST OF RUNWAY 5-23 AND SOUTHWEST OF
 AA4495'RUNWAY 13-31 290.6 FT (88.6 M) WEST-NORTHWEST OF THE 3RD RUNWAY LIGHT
 AA4495'SOUTHWEST OF THE INTERSECTION OF RUNWAYS 5-23 AND 13-31 289.7 FT (88.3
 AA4495'M) NORTH OF THE 5TH RUNWAY LIGHT SOUTHWEST OF THE INTERSECTION OF
 AA4495'RUNWAY 211.3 FT (64.4 M) NORTHWEST OF THE 4TH RUNWAY LIGHT SOUTHWEST
 AA4495'OF THE INTERSECTION OF RUNWAYS AND SET ON RANGE WITH THE 4TH RUNWAY
 AA4495'LIGHT AND THE LIGHT ON THE OPPOSITE SIDE OF THE RUNWAY THE STATION IS
 AA4495'A STANDARD NOS DISK STAMPED ARP 3 1976 FMY AND SET IN THE TOP OF A
 AA4495'CONCRETE MONUMENT ABOUT 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE
 AA4495'GROUND.
 AA4495
 AA4495                          STATION RECOVERY (1993)
 AA4495
 AA4495'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AA4495'THE STATION IS LOCATED AT THE APPROXIMATE GEOMETRIC CENTER OF THE LEE
 AA4495'COUNTY AIRPORT-PAGE FIELD, NORTHWEST OF RUNWAY 5-23 AND SOUTHWEST OF
 AA4495'RUNWAY 13-31, 290.6 FT (88.6 M) WEST-NORTHWEST OF THE THIRD RUNWAY
 AA4495'LIGHT SOUTHWEST OF THE INTERSECTION OF RUNWAYS 5-23 AND 13-31, 289.7
 AA4495'FT (88.3 M) NORTH OF THE FIFTH RUNWAY LIGHT SOUTHWEST OF THE
 AA4495'INTERSECTION OF RUNWAYS, 211.3 FT (64.4 M) NORTHWEST OF THE FOURTH
 AA4495'RUNWAY LIGHT SOUTHWEST OF THE INTERSECTION OF RUNWAYS AND SET ON RANGE
 AA4495'WITH THE FOURTH RUNWAY LIGHT AND THE LIGHT ON THE OPPOSITE SIDE OF THE
 AA4495'RUNWAY. THE STATION IS A STANDARD NOS DISK STAMPED -ARP 3 1976 FMY-
 AA4495'SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 0.2 FT (6.1 CM) BELOW THE
 AA4495'SURFACE OF THE GROUND.
 AA4495
 AA4495                          STATION RECOVERY (1996)
 AA4495
 AA4495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AA4495'THE STATION IS LOCATED AT PAGE FIELD ON THE SOUTH SIDE OF FORT MYERS.
 AA4495'IT IS SET IN THE WESTERN ANGLE FORMED BY THE JUNCTION OF RUNWAYS 5-23
 AA4495'AND 13-31, SOUTHEAST OF THE VOR, SOUTH-SOUTHWEST OF THE CONTROL TOWER
 AA4495'AND NORTHWEST OF THE BEACON TOWER.  OWNERSHIP -- LEE COUNTY. OPERATED
 AA4495'BY LEE COUNTY PORT AUTHORITY, 501 DANLEY DRIVE, PAGE FIELD, FT.
 AA4495'MYERS, FL 33907, JEFF GRAY - GENERAL MANAGER - TELEPHONE (941)
 AA4495'936-1443.  PERMISSION NEEDED TO ENTER AIRFIELD.  TO REACH THE STATION
 AA4495'FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 884 AT
 AA4495'INTERSTATE HIGHWAY 75 EXIT 22 EAST OF FORT MYERS, GO WEST ON STATE
 AA4495'HIGHWAY 884 (COLONIAL BLVD) FOR 4.55 MI (7.32 KM) TO ITS JUNCTION WITH
 AA4495'U.S.  HIGHWAY 41 (CLEVELAND AVE) .  TURN LEFT AND GO SOUTH ON U.S.
 AA4495'HIGHWAY 41 FOR 1.15 MI (1.85 KM) TO PAGE FIELD GATE NUMBER 19 ON THE
 AA4495'LEFT ACROSS THE DIVIDED HIGHWAY.  CONTINUE SOUTH ON U.S. HIGHWAY 41
 AA4495'FOR 0.2 MI (0.3 KM) TO TRAFFIC LIGHT AND SOUTH RD ON THE LEFT.  MAKE A
 AA4495'U-TURN AND GO BACK NORTH ON U.S.  HIGHWAY 41 FOR 0.2 MI (0.3 KM) TO
 AA4495'PAGE FIELD GATE NUMBER 19 ON THE RIGHT.  TURN RIGHT AND PASS THRU THE
 AA4495'LOCKED GATE, GO NORTHEAST ALONG THE NORTHWEST EDGE OF RUNWAY 5-23 FOR
 AA4495'0.65 MI (1.05 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AA4495'NATIONAL OCEAN SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 AA4495'MONUMENT THAT IS 4-INCHES BELOW THE SURFACE.  IT IS 64.35 M (211.12
 AA4495'FT) NORTHWEST OF THE FOURTH RUNWAY LIGHT SOUTHWEST OF THE JUNCTION OF
 AA4495'THE RUNWAYS, 55.05 M (180.61 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AA4495'A 3.5-FT BY 4.0-FT CONCRETE STORM DRAIN WITH METAL GRATE, 51.34 M
 AA4495'(168.44 FT) EAST OF THE NORTHEAST CORNER OF A 3.5-FT BY 4.0-FT
 AA4495'CONCRETE STORM DRAIN WITH METAL GRATE, 34.25 M (112.37 FT) NORTHWEST
 AA4495'OF 1.5-INCH ROUND WHITE PVC PIPE STICKING OUT OF THE GROUND 1.6-FT,
 AA4495'AND 10.69 M (35.07 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A LARGE
 AA4495'HALF CIRCLE CONCRETE PAD.  THIS IS THE PRIMARY AIRPORT CONTROL
 AA4495'STATION.  WJR
 AA4495
 AA4495                          STATION RECOVERY (2003)
 AA4495
 AA4495'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA4495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2487 ***********************************************************************
 BC2487  CBN         -  This is a Cooperative Base Network Control Station.
 BC2487  PACS        -  This is a Primary Airport Control Station.
 BC2487  DESIGNATION -  ARP CRG
 BC2487  PID         -  BC2487
 BC2487  STATE/COUNTY-  FL/DUVAL
 BC2487  USGS QUAD   -  ARLINGTON (1992)
 BC2487
 BC2487                         *CURRENT SURVEY CONTROL
 BC2487  ___________________________________________________________________
 BC2487* NAD 83(1999)-  30 20 09.31577(N)    081 30 51.55645(W)     ADJUSTED  
 BC2487* NAVD 88     -        12.039  (meters)      39.50   (feet)  ADJUSTED  
 BC2487  ___________________________________________________________________
 BC2487  X           -     812,998.183 (meters)                     COMP
 BC2487  Y           -  -5,449,214.741 (meters)                     COMP
 BC2487  Z           -   3,202,560.298 (meters)                     COMP
 BC2487  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 BC2487  ELLIP HEIGHT-         -16.36  (meters)          (04/12/01) GPS OBS
 BC2487  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC2487  DYNAMIC HT  -          12.024 (meters)      39.45  (feet)  COMP
 BC2487  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 BC2487
 BC2487  HORZ ORDER  -  A
 BC2487  VERT ORDER  -  SECOND    CLASS I
 BC2487  ELLP ORDER  -  FOURTH    CLASS I
 BC2487
 BC2487.This mark is at Craig Municipal Airport (CRG)
 BC2487
 BC2487.The horizontal coordinates were established by GPS observations
 BC2487.and adjusted by the National Geodetic Survey in April 2001..
 BC2487
 BC2487.The orthometric height was determined by differential leveling
 BC2487.and adjusted by the National Geodetic Survey in July 2004..
 BC2487.No vertical observational check was made to the station.
 BC2487.WARNING-GPS observations at this control monument resulted in a GPS
 BC2487.derived orthometric height which differed from the leveled height by
 BC2487.more than one decimeter (0.1 meter).
 BC2487
 BC2487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BC2487
 BC2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2487
 BC2487.The ellipsoidal height was determined by GPS observations
 BC2487.and is referenced to NAD 83.
 BC2487
 BC2487.The geoid height was determined by GEOID03.
 BC2487
 BC2487.The dynamic height is computed by dividing the NAVD 88
 BC2487.geopotential number by the normal gravity value computed on the
 BC2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2487.degrees latitude (g = 980.6199 gals.).
 BC2487
 BC2487.The modeled gravity was interpolated from observed gravity values.
 BC2487
 BC2487;                    North         East     Units Scale Factor Converg.
 BC2487;SPC FL E     -   665,216.138   150,545.624   MT  0.99997134   -0 15 35.2
 BC2487;SPC FL E     - 2,182,463.28    493,915.10   sFT  0.99997134   -0 15 35.2
 BC2487;UTM  17      - 3,356,121.150   450,562.498   MT  0.99963015   -0 15 35.2
 BC2487
 BC2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2487!SPC FL E     -   1.00000257  x   0.99997134  =   0.99997391
 BC2487!UTM  17      -   1.00000257  x   0.99963015  =   0.99963272
 BC2487
 BC2487|---------------------------------------------------------------------|
 BC2487| PID    Reference Object                     Distance      Geod. Az  |
 BC2487|                                                           dddmmss.s |
 BC2487| AE7446 CRG AP STA B                        387.774 METERS 09351     |
 BC2487| AD9134 CRG A                               APPROX. 0.6 KM 2100859.5 |
 BC2487|---------------------------------------------------------------------|
 BC2487
 BC2487                          SUPERSEDED SURVEY CONTROL
 BC2487
 BC2487  NAD 83(1990)-  30 20 09.31499(N)    081 30 51.55660(W) AD(       ) B
 BC2487  ELLIP H (09/13/90)  -16.58   (m)                       GP(       ) 4 1
 BC2487  NGVD 29 (11/22/94)   12.4    (m)           41.     (f) GPS OBS        
 BC2487
 BC2487.Superseded values are not recommended for survey control.
 BC2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2487.See file dsdata.txt to determine how the superseded data were derived.
 BC2487
 BC2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5056256121(NAD 83)
 BC2487_MARKER: DT = TOPOGRAPHIC STATION DISK
 BC2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2487_SP_SET: CONCRETE POST
 BC2487_STAMPING: ARP CRG 1971
 BC2487_MARK LOGO: NGS   
 BC2487_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2487+STABILITY: SURFACE MOTION
 BC2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2487+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2002
 BC2487
 BC2487  HISTORY     - Date     Condition        Report By
 BC2487  HISTORY     - 1971     MONUMENTED       NGS
 BC2487  HISTORY     - 1988     GOOD             NGS
 BC2487  HISTORY     - 19890427 GOOD
 BC2487  HISTORY     - 19920625 GOOD             FLDNR
 BC2487  HISTORY     - 19940117 GOOD             NOS
 BC2487  HISTORY     - 19951204 GOOD             NGS
 BC2487  HISTORY     - 19951204 GOOD             NGS
 BC2487  HISTORY     - 19990405 GOOD             LDBLS
 BC2487  HISTORY     - 20020316 GOOD             UFL
 BC2487
 BC2487                          STATION DESCRIPTION
 BC2487
 BC2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BC2487'THE STATION IS LOCATED ON THE EAST SIDE OF JACKSONVILLE, AT THE CRAIG
 BC2487'MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF AN ASPHALT APRON ADJACENT TO
 BC2487'THE FAA BUILDING.  OWNERSHIP--PORT OF JACKSONVILLE, P.O. BOX 18097,
 BC2487'JACKSONVILLE FL 32229, BOB BALL - AVIATION DIRECTOR, PHONE
 BC2487'904-741-2014, CHARLES HARDRICK - OPERATIONS MANAGER, AL GULAMALI -
 BC2487'OPERATIONS SPECIALIST, PHONE 741-2000, ANDY ANDREWS - AIRFIELD
 BC2487'COORDINATOR, PHONE 641-8969.  NOTE--PERMISSION MUST BE OBTAINED BEFORE
 BC2487'ENTERING AIRPORT.
 BC2487'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10
 BC2487'(ATLANTIC BLVD) AND ST. JOHNS BLUFF RD, ON THE EAST SIDE OF
 BC2487'JACKSONVILLE, GO NORTH FOR 1.29 KM (0.80 MI) ON ST. JOHNS BLUFF RD TO
 BC2487'A PAVED ROAD RIGHT AND AIRPORT SIGN.  TURN RIGHT AND GO EAST FOR 0.16
 BC2487'KM (0.10 MI) ON THE PAVED ROAD TO A GATE.  PASS THROUGH GATE, CONTINUE
 BC2487'STRAIGHT AHEAD AND GO EAST FOR 0.56 KM (0.35 MI) ON THE PAVED ROAD TO
 BC2487'THE END OF ROAD AT FAA PARKING LOT.  CONTINUE AHEAD AND GO EASTERLY
 BC2487'FOR 0.08 KM (0.05 MI) THROUGH THE PARKING LOT TO A CABLE GATE, NEAR
 BC2487'THE NORTHEAST END OF THE FAA BUILDING.  PASS THROUGH GATE AND GO
 BC2487'EASTERLY FOR 20 M (65.6 FT) TO AN ASPHALT APRON, TURN RIGHT AND GO
 BC2487'SOUTH-SOUTHEAST FOR 0.08 KM (0.05 MI) ON THE APRON TO THE STATION.
 BC2487'THE STATION IS RECESSED 4 CM BELOW GROUND.  LOCATED 55.93 M
 BC2487'(183.5 FT) EAST-SOUTHEAST FROM THE SOUTH CORNER OF THE FAA BUILDING,
 BC2487'48.62 M (159.5 FT) SOUTHEAST FROM THE NORTH CORNER OF THE FAA
 BC2487'BUILDING, 27.13 M (89.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 BC2487'OF A TAXIWAY AND 14.51 M (47.6 FT) SOUTH FROM THE SOUTH EDGE OF THE
 BC2487'ASPHALT APRON.
 BC2487'DESCRIBED BY D.F. CALLAHAN.
 BC2487
 BC2487                          STATION RECOVERY (1989)
 BC2487
 BC2487'RECOVERED 1989
 BC2487'RECOVERED IN GOOD CONDITION.
 BC2487
 BC2487                          STATION RECOVERY (1992)
 BC2487
 BC2487'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC2487'THE STATION IS ON THE EAST SIDE OF JACKSONVILLE, AT THE CRAIG
 BC2487'MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF THE ASPHALT APRON ADJACENT TO
 BC2487'THE FAA BUILDING, IN SECTION 17, T 2 S, R 28 E.  OWNERSHIP--PORT OF
 BC2487'JACKSONVILLE, P.O. BOX 18097, JACKSONVILLE FL 32229, BOB BALL -
 BC2487'AVIATION DIRECTOR, PHONE 904-741-2014, CHARLES HARDRICK - OPERATIONS
 BC2487'MANAGER, AL GULAMALI - OPERATIONS SPECIALIST, PHONE 741-2000, ANDY
 BC2487'ANDERS - AIRFIELD COORDINATOR, PHONE 641-8969. TO REACH THE STATION
 BC2487'FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC BLVD) AND ST.
 BC2487'JOHNS BLUFF ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO NORTH ON ST.
 BC2487'JOHNS BLUFF ROAD FOR 0.8 MI (1.3 KM) TO A PAVED ROAD ON THE RIGHT AND
 BC2487'AIRPORT SIGN, TURN RIGHT ON THE PAVED ROAD AND GO EAST FOR 0.45 MI
 BC2487'(0.72 KM) TO THE AIRPORT PARKING LOT, CONTINUE AHEAD AND GO EASTERLY
 BC2487'THROUGH THE PARKING LOT FOR 0.05 MI (0.08 KM) TO AN ELECTRIC CHAIN
 BC2487'LINK GATE, PASS THROUGH THE GATE AND GO EASTERLY FOR 65.6 FT (20.0 M)
 BC2487'TO AN ASPHALT APRON, TURN RIGHT ON THE APRON AND GO SOUTH-SOUTHEAST
 BC2487'FOR 0.05 MI (0.08 KM) TO THE STATION.  THE STATION IS RECESSED 4 CM
 BC2487'BELOW THE LEVEL OF THE GROUND. LOCATED 183.5 FT (55.9 M)
 BC2487'EAST-SOUTHEAST OF THE SOUTH CORNER OF THE AIRPORT OFFICE, 159.5 FT
 BC2487'(48.6 M) SOUTHEAST OF THE NORTH CORNER OF THE AIRPORT OFFICE, 86.6 FT
 BC2487'(26.4 M) WEST-NORTHWEST OF THE CENTERLINE OF THE TAXIWAY 70.4 FT (21.5
 BC2487'M) SOUTHWEST OF THE CENTER ONE OF THREE BLUE TAXIWAY LIGHTS, 48.0 FT
 BC2487'(14.6 M) SOUTH OF THE SOUTH EDGE OF THE ASPHALT APRON AND 46.8 FT
 BC2487'(14.3 M) SOUTHEAST OF A 1.5 FT (0.5 M) X 4.0 FT (1.2 M) RED SIGN FOR
 BC2487'ATTENTION PILOTS. NOTE  MUST GET PERMISSION TO ENTER THE ELECTRIC
 BC2487'GATE.
 BC2487
 BC2487                          STATION RECOVERY (1994)
 BC2487
 BC2487'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 BC2487'RECOVERED AS DESCRIBED.
 BC2487
 BC2487                          STATION RECOVERY (1995)
 BC2487
 BC2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 BC2487'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF ATLANTIC BEACH,
 BC2487'ON THE EAST SIDE OF JACKSONVILLE, AT THE CRAIG MUNICIPAL AIRPORT AND
 BC2487'NEAR THE APRON AT THE FAA BUILDING.  OWNERSHIP -- JACKSONVILLE AIRPORT
 BC2487'AUTHORITY, P.O. BOX 3005, JACKSONVILLE, FL 32206.  ASSISTANT AIRPORT
 BC2487'OPERATIONS MANAGER, AL GULAMALI, PHONE (904) 741-2000.  AT THE AIRPORT
 BC2487'CONTACT TERRY BIGGERSTAFF, PHONE (904) 642-4001 OR KRISS WEST,
 BC2487'MAINTENANCE, (904) 641-7666.  THIS AIRPORT HAS A CONTROL TOWER BUT CAN
 BC2487'BE DONE WITHOUT ESCORT IF THE TRUCK IS TWO-WAY RADIO EQUIPPED.  TO
 BC2487'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC
 BC2487'BOULEVARD) AND ST JOHNS BLUFF ROAD ON THE EAST SIDE OF JACKSONVILLE,
 BC2487'GO NORTH ON ST JOHNS BLUFF ROAD FOR 0.8 MI (1.3 KM) TO A PAVED ROAD
 BC2487'RIGHT AND AN AIRPORT SIGN.  TURN RIGHT AND GO EAST ON THE AIRPORT
 BC2487'ENTRANCE ROAD FOR 0.45 MI (0.72 KM) TO A PARKING LOT.  BEAR LEFT AND
 BC2487'GO NORTHEAST ACROSS THE PARKING LOT TO A GATE NEAR THE NORTHEAST END
 BC2487'OF A FAA BUILDING.  PASS THROUGH GATE, CONTINUE AHEAD AND GO EAST FOR
 BC2487'ABOUT 65 FT (19.8 M) TO THE APRON. TURN RIGHT AND GO SOUTH-SOUTHEAST
 BC2487'ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO THE APRONS SOUTH EDGE AND
 BC2487'THE STATION JUST AHEAD IN THE GRASS.  THE STATION IS RECESSED 4 CM
 BC2487'BELOW THE GROUND.  THE STATION IS LOCATED 183.5 FT (55.9 M)
 BC2487'EAST-SOUTHEAST OF THE SOUTH CORNER OF THE FAA BUILDING, 159.5 FT (48.6
 BC2487'M) SOUTHEAST OF THE EAST CORNER OF THE FAA BUILDING, 86.4 FT (26.3 M)
 BC2487'WEST-NORTHWEST OF THE TAXIWAY CENTER, 47.9 FT (14.6 M) SOUTH OF THE
 BC2487'SOUTH EDGE OF THE APRON, 28.5 FT (8.7 M) SOUTHWEST OF THE SOUTHWEST
 BC2487'CORNER OF A CONCRETE PAD FOR A TAXIWAY IDENTIFIER SIGN AND 1.O FT
 BC2487'NORTH OF A WITNESS POST.  NOTE -- THE STATION IS AN AREA NAVIGATION
 BC2487'APPROACH SECONDARY AIRPORT CONTROL STATION.
 BC2487
 BC2487                          STATION RECOVERY (1995)
 BC2487
 BC2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 BC2487'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF ATLANTIC BEACH,
 BC2487'ON THE EAST SIDE OF JACKSONVILLE, AT THE CRAIG MUNICIPAL AIRPORT AND
 BC2487'NEAR THE APRON AT THE FAA BUILDING.  OWNERSHIP--JACKSONVILLE AIRPORT
 BC2487'AUTHORITY, PO BOX 3005, JACKSONVILLE, FL 32206.  ASSISTANT AIRPORT
 BC2487'OPERATIONS MANAGER, AL GULAMALI, PHONE (904) 741-2000.  AT THE AIRPORT
 BC2487'CONTACT TERRY BIGGERSTAFF, PHONE (904) 642-4001 OR CHRIS WEST,
 BC2487'MAINTENANCE, (904) 641-7666.  THIS AIRPORT HAS A CONTROL TOWER BUT CAN
 BC2487'BE DONE WITHOUT ESCORT IF THE TRUCK IS TWO-WAY RADIO EQUIPPED.  TO
 BC2487'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC
 BC2487'BOULEVARD) AND ST JOHNS BLUFF ROAD ON THE EAST SIDE OF JACKSONVILLE,
 BC2487'GO NORTH ON ST JOHNS BLUFF ROAD FOR 0.8 MI (1.3 KM) TO A PAVED ROAD
 BC2487'RIGHT AND A AIRPORT SIGN, TURN RIGHT AND GO EAST ON THE AIRPORT
 BC2487'ENTRANCE ROAD FOR 0.45 MI (0.72 KM) TO A PARKING LOT, BEAR LEFT AND GO
 BC2487'NORTHEAST ACROSS THE PARKING LOT TO A GATE NEAR THE NORTHEAST END OF A
 BC2487'FAA BUILDING.  RADIO TOWER TO OPEN THE GATE, PASS THROUGH GATE,
 BC2487'CONTINUE AHEAD AND GO EAST FOR ABOUT 65 FT (19.8 M) TO THE APRON, TURN
 BC2487'RIGHT AND GO SOUTH-SOUTHEAST ACROSS THE APRON FOR 0.05 MI (0.08 KM) TO
 BC2487'THE APRONS SOUTH EDGE AND THE STATION JUST AHEAD IN THE GRASS.  THE
 BC2487'STATION IS RECESSED 4 CM , 183.5 FT (55.9 M) EAST-SOUTHEAST OF THE
 BC2487'SOUTH CORNER OF THE FAA BUILDING, 159.5 FT (48.6 M) SOUTHEAST OF THE
 BC2487'EAST CORNER OF THE FAA BUILDING, 86.4 FT (26.3 M) WEST-NORTHWEST OF
 BC2487'THE TAXIWAY CENTER, 47.9 FT (14.6 M) SOUTH OF THE SOUTH EDGE OF THE
 BC2487'APRON, 28.5 FT (8.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 BC2487'PAD FOR A TAXIWAY IDENTIFIER SIGN AND 1.O FT NORTH OF A WITNESS POST.
 BC2487'THIS IS THE PRIMARY AIRPORT CONTROL STATION.  DRL.
 BC2487
 BC2487                          STATION RECOVERY (1999)
 BC2487
 BC2487'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 1999
 BC2487'RECOVERED AS DESCRIBED.
 BC2487
 BC2487                          STATION RECOVERY (2002)
 BC2487
 BC2487'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 2002 (DRD)
 BC2487'RECOVERED IN GOOD CONDITION.  NOTE- DEFINATELY CALL APPROPRIATE
 BC2487'AUTHORITIES TO GAIN ACCESS TO POINT WELL IN ADVANCE.  THE TOWER
 BC2487'PREFERES TO HAVE CONTACT VIA VHF RADIO AT ALL TIMES, CELL PHONE IS
 BC2487'ALSO APPROPRIATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5402 ***********************************************************************
 AG5402  DESIGNATION -  ARP RESET 1962
 AG5402  PID         -  AG5402
 AG5402  STATE/COUNTY-  FL/PINELLAS
 AG5402  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5402
 AG5402                         *CURRENT SURVEY CONTROL
 AG5402  ___________________________________________________________________
 AG5402* NAD 83(1986)-  27 54 31.     (N)    082 41 17.     (W)     SCALED    
 AG5402* NAVD 88     -         2.418  (meters)       7.93   (feet)  ADJUSTED  
 AG5402  ___________________________________________________________________
 AG5402  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG5402  DYNAMIC HT  -           2.414 (meters)       7.92  (feet)  COMP
 AG5402  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AG5402
 AG5402  VERT ORDER  -  SECOND    CLASS 0
 AG5402
 AG5402.This mark is at St Petersburg Clearwater Int'l Airport (PIE)
 AG5402
 AG5402.The horizontal coordinates were scaled from a topographic map and have
 AG5402.an estimated accuracy of +/- 6 seconds.
 AG5402
 AG5402.The orthometric height was determined by differential leveling
 AG5402.and adjusted by the National Geodetic Survey in June 1991..
 AG5402
 AG5402.The geoid height was determined by GEOID03.
 AG5402
 AG5402.The dynamic height is computed by dividing the NAVD 88
 AG5402.geopotential number by the normal gravity value computed on the
 AG5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5402.degrees latitude (g = 980.6199 gals.).
 AG5402
 AG5402.The modeled gravity was interpolated from observed gravity values.
 AG5402
 AG5402;                    North         East    Units  Estimated Accuracy
 AG5402;SPC FL W     -   396,270.      132,270.      MT  (+/- 180 meters Scaled)
 AG5402
 AG5402                          SUPERSEDED SURVEY CONTROL
 AG5402
 AG5402  NGVD 29 (??/??/92)    2.680  (m)            8.79   (f) ADJ UNCH    2 0
 AG5402
 AG5402.Superseded values are not recommended for survey control.
 AG5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5402.See file dsdata.txt to determine how the superseded data were derived.
 AG5402
 AG5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL338882(NAD 83)
 AG5402_MARKER: DD = SURVEY DISK
 AG5402_SETTING: 0 = UNSPECIFIED SETTING
 AG5402_STAMPING: FL-103     UNTY ENGINEERING DEPT
 AG5402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5402
 AG5402  HISTORY     - Date     Condition        Report By
 AG5402  HISTORY     - 1962     MONUMENTED       FL-103
 AG5402  HISTORY     - 1967     GOOD             NGS
 AG5402  HISTORY     - 1973     GOOD             LOCENG
 AG5402
 AG5402                          STATION DESCRIPTION
 AG5402
 AG5402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AG5402'6 MI E FROM LARGO.
 AG5402'AT THE FL-103     UNTY INTERNATIONAL AIRPORT, AT THE CENTER
 AG5402'LINE OF THE INTERSECTION OF RUNWAYS 17-35 AND 9-27.
 AG5402
 AG5402                          STATION RECOVERY (1973)
 AG5402
 AG5402'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 AG5402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1111 ***********************************************************************
 BE1111  DESIGNATION -  ARRAN
 BE1111  PID         -  BE1111
 BE1111  STATE/COUNTY-  FL/WAKULLA
 BE1111  USGS QUAD   -  CRAWFORDVILLE WEST (1972)
 BE1111
 BE1111                         *CURRENT SURVEY CONTROL
 BE1111  ___________________________________________________________________
 BE1111* NAD 83(1990)-  30 11 24.87165(N)    084 24 58.34530(W)     ADJUSTED  
 BE1111* NAVD 88     -        12.748  (meters)      41.82   (feet)  ADJUSTED  
 BE1111  ___________________________________________________________________
 BE1111  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BE1111  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BE1111  DYNAMIC HT  -          12.732 (meters)      41.77  (feet)  COMP
 BE1111  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 BE1111
 BE1111  HORZ ORDER  -  FIRST
 BE1111  VERT ORDER  -  FIRST     CLASS I
 BE1111
 BE1111.The horizontal coordinates were established by classical geodetic methods
 BE1111.and adjusted by the National Geodetic Survey in May 1991..
 BE1111
 BE1111.The orthometric height was determined by differential leveling
 BE1111.and adjusted by the National Geodetic Survey in June 1991..
 BE1111
 BE1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1111
 BE1111.The geoid height was determined by GEOID03.
 BE1111
 BE1111.The dynamic height is computed by dividing the NAVD 88
 BE1111.geopotential number by the normal gravity value computed on the
 BE1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1111.degrees latitude (g = 980.6199 gals.).
 BE1111
 BE1111.The modeled gravity was interpolated from observed gravity values.
 BE1111
 BE1111;                    North         East     Units Scale Factor Converg.
 BE1111;SPC FL N     -   131,938.224   608,068.991   MT  0.99994851   +0 02 31.6
 BE1111;SPC FL N     -   432,867.32  1,994,973.01   sFT  0.99994851   +0 02 31.6
 BE1111;UTM  16      - 3,342,687.916   748,766.140   MT  1.00036355   +1 17 60.0
 BE1111
 BE1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1111!SPC FL N     -   1.00000232  x   0.99994851  =   0.99995083
 BE1111!UTM  16      -   1.00000232  x   1.00036355  =   1.00036587
 BE1111
 BE1111:                Primary Azimuth Mark                     Grid Az
 BE1111:SPC FL N     -  IVAN                                     034 09 58.9
 BE1111:UTM  16      -  IVAN                                     032 54 30.5
 BE1111
 BE1111|---------------------------------------------------------------------|
 BE1111| PID    Reference Object                     Distance      Geod. Az  |
 BE1111|                                                           dddmmss.s |
 BE1111| BE3391 IVAN                                APPROX. 9.2 KM 0341230.5 |
 BE1111|---------------------------------------------------------------------|
 BE1111
 BE1111                          SUPERSEDED SURVEY CONTROL
 BE1111
 BE1111  NAD 83(1986)-  30 11 24.87980(N)    084 24 58.35164(W) AD(       ) 1
 BE1111  NAD 27      -  30 11 24.15400(N)    084 24 58.70400(W) AD(       ) 1
 BE1111  NGVD 29 (??/??/92)   12.947  (m)           42.48   (f) ADJ UNCH    1 1
 BE1111
 BE1111.Superseded values are not recommended for survey control.
 BE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1111.See file dsdata.txt to determine how the superseded data were derived.
 BE1111
 BE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4876642688(NAD 83)
 BE1111_MARKER: DS = TRIANGULATION STATION DISK
 BE1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1111_STAMPING: ARRAN 1933 42.477
 BE1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1111+STABILITY: SURFACE MOTION
 BE1111
 BE1111  HISTORY     - Date     Condition        Report By
 BE1111  HISTORY     - 1933     MONUMENTED       CGS
 BE1111  HISTORY     - 1934     GOOD             CGS
 BE1111  HISTORY     - 1967     GOOD             CGS
 BE1111  HISTORY     - 1967     GOOD             NGS
 BE1111
 BE1111                          STATION DESCRIPTION
 BE1111
 BE1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 BE1111'THE STATION IS IN THE TOWN OF ARRAN, A SMALL TOWN ON THE
 BE1111'CARRABELLO BRANCH OF THE SEABOARD AIR-LINE RAILROAD, AND ABOUT
 BE1111'3 MILES W OF CRAWFORDVILLE.  THE MARK IS 135 FEET E OF THE
 BE1111'RAILROAD TRACKS AND 64 FEET S OF THE CENTER LINE OF GRADED
 BE1111'ROAD.  IT IS 171 FEET SE OF THE SE CORNER OF THE RAILROAD
 BE1111'STATION PLATFORM.  THE MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 BE1111'
 BE1111'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BE1111'DISKS SET IN CONCRETE.
 BE1111'
 BE1111'REFERENCE MARK NO. 1 IS SE OF THE STATION, 117 FEET S OF THE
 BE1111'GRADED ROAD AND 15 FEET W OF A DIM ROAD, AND 9 FEET N OF AN OAK
 BE1111'TREE.  THE MARK PROJECTS 5 INCHES ABOVE THE GROUND.
 BE1111'
 BE1111'REFERENCE MARK NO.2 IS SW OF THE STATION, 105 FEET E OF THE
 BE1111'RAILROAD TRACKS AND 79 YARDS S OF THE GRADED ROAD.  IT PROJECTS
 BE1111'ABOUT 5 INCHES.
 BE1111'
 BE1111'TO REACH STATION--FOLLOW STATE HIGHWAY 10 S FROM TALLAHASSEE
 BE1111'TO CRAWFORDVILLE.  GO NW FROM THE COURTHOUSE ON GRADED ROAD AND
 BE1111'CONTINUE ON MAIN ROAD 3.0 MILES TO ARRAN RAILROAD STATION.  THE
 BE1111'MARK IS 171 FEET SE OF THE STATION.
 BE1111
 BE1111                          STATION RECOVERY (1934)
 BE1111
 BE1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRT)
 BE1111'AT ARRAN, ABOUT 60 YARDS SOUTH OF THE SOUTH CORNER OF THE
 BE1111'SEABOARD AIR LINE RAILWAY STATION, ABOUT 47 YARDS SOUTHEAST
 BE1111'OF THE SOUTH RAIL, AND ABOUT 22 YARDS SOUTHWEST OF THE MAIN
 BE1111'STREET.  A STANDARD TRIANGULATION STATION DISK, STAMPED 42.477
 BE1111'ARRAN 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE1111'1 FOOT ABOVE GROUND.
 BE1111
 BE1111                          STATION RECOVERY (1967)
 BE1111
 BE1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 BE1111'TO REACH FROM THE COUNTY COURTHOUSE IN CRAWFORDVILLE GO 2.70
 BE1111'MILES NORTHWEST ON STATE HIGHWAY 368, AT THE END OF THE
 BE1111'HIGHWAY, AT THE SMALL TOWN OF ARRAN, IN SECTION 25, R 2 W,
 BE1111'T 3 S, 124 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A SAND
 BE1111'ROAD TO THE SOUTHWEST, 84 FEET EAST OF THE NORTH CORNER OF A
 BE1111'FENCE AROUND A POWER SUB STATION, 37-1/2 FEET SOUTHWEST OF THE
 BE1111'CENTER LINE OF THE HIGHWAY, 18-1/2 FEET NORTHWEST OF POWER LINE
 BE1111'POLE NO. 59 Y 678 R, 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 BE1111'AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES
 BE1111'ABOVE THE LEVEL OF THE GROUND.  RM 2 WAS NOT RECOVERED, BM U
 BE1111'288 WAS SET AND COULD BE USED AS A RM.  RM 1 IS 130.2 FEET SOUTH
 BE1111'OF THE STATION.
 BE1111
 BE1111                          STATION RECOVERY (1967)
 BE1111
 BE1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BE1111'2.7 MI NW FROM CRAWFORDVILLE.
 BE1111'2.70 MILES NORTHWEST ALONG STATE HIGHWAY 368 FROM THE COUNTY
 BE1111'COURTHOUSE IN CRAWFORDVILLE, IN SECTION 25, R 2 W, T 3 S, AT
 BE1111'ARRAN, AT THE NORTHWEST END OF THE HIGHWAY, 124 FEET SOUTH OF
 BE1111'THE CENTER OF THE JUNCTION OF A SAND ROAD TO THE SOUTHWEST,
 BE1111'37 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET
 BE1111'EAST OF THE NORTH CORNER OF A FENCE AROUND A POWER SUB STATION,
 BE1111'18 1/2 FEET NORTHWEST OF POWER LINE POLE NO. 59 Y 678 R, 1.0 FOOT
 BE1111'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BE1111'POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1112 ***********************************************************************
 BE1112  DESIGNATION -  ARRAN RM 1
 BE1112  PID         -  BE1112
 BE1112  STATE/COUNTY-  FL/WAKULLA
 BE1112  USGS QUAD   -  CRAWFORDVILLE WEST (1972)
 BE1112
 BE1112                         *CURRENT SURVEY CONTROL
 BE1112  ___________________________________________________________________
 BE1112* NAD 83(1986)-  30 11 23.     (N)    084 24 58.     (W)     SCALED    
 BE1112* NAVD 88     -        12.752  (meters)      41.84   (feet)  ADJUSTED  
 BE1112  ___________________________________________________________________
 BE1112  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BE1112  DYNAMIC HT  -          12.735 (meters)      41.78  (feet)  COMP
 BE1112  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 BE1112
 BE1112  VERT ORDER  -  FIRST     CLASS I
 BE1112
 BE1112.The horizontal coordinates were scaled from a topographic map and have
 BE1112.an estimated accuracy of +/- 6 seconds.
 BE1112
 BE1112.The orthometric height was determined by differential leveling
 BE1112.and adjusted by the National Geodetic Survey in June 1991..
 BE1112
 BE1112.The geoid height was determined by GEOID03.
 BE1112
 BE1112.The dynamic height is computed by dividing the NAVD 88
 BE1112.geopotential number by the normal gravity value computed on the
 BE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1112.degrees latitude (g = 980.6199 gals.).
 BE1112
 BE1112.The modeled gravity was interpolated from observed gravity values.
 BE1112
 BE1112;                    North         East    Units  Estimated Accuracy
 BE1112;SPC FL N     -   131,880.      608,080.      MT  (+/- 180 meters Scaled)
 BE1112
 BE1112                          SUPERSEDED SURVEY CONTROL
 BE1112
 BE1112  NGVD 29 (??/??/92)   12.951  (m)           42.49   (f) ADJ UNCH    1 1
 BE1112
 BE1112.Superseded values are not recommended for survey control.
 BE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1112.See file dsdata.txt to determine how the superseded data were derived.
 BE1112
 BE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU487426(NAD 83)
 BE1112_MARKER: DR = REFERENCE MARK DISK
 BE1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1112_STAMPING: ARRAN NO 1 1933
 BE1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1112+STABILITY: SURFACE MOTION
 BE1112
 BE1112  HISTORY     - Date     Condition        Report By
 BE1112  HISTORY     - 1933     MONUMENTED       CGS
 BE1112  HISTORY     - 1967     GOOD             NGS
 BE1112
 BE1112                          STATION DESCRIPTION
 BE1112
 BE1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1112'2.7 MI NW FROM CRAWFORDVILLE.
 BE1112'2.70 MILES NORTHWEST ALONG STATE HIGHWAY 368 FROM THE COURTHOUSE
 BE1112'IN CRAWFORDVILLE, IN SECTION 27, R 2 W, T 3 S, AT THE NORTHWEST
 BE1112'END OF THE HIGHWAY, 130.2 FEET SOUTH OF THE STATION MARK, 94 1/2
 BE1112'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET NORTHEAST
 BE1112'OF A WIRE FENCE AROUND A LARGE POWER SUB STATION, 1.0 FOOT
 BE1112'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY
 BE1112'AND IS A DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 BE1112'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4235 ***********************************************************************
 AC4235  DESIGNATION -  ARS 1930
 AC4235  PID         -  AC4235
 AC4235  STATE/COUNTY-  FL/MIAMI-DADE
 AC4235  USGS QUAD   -  ARSENICKER KEYS (1997)
 AC4235
 AC4235                         *CURRENT SURVEY CONTROL
 AC4235  ___________________________________________________________________
 AC4235* NAD 83(1990)-  25 22 42.55395(N)    080 18 13.46827(W)     ADJUSTED  
 AC4235* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AC4235  ___________________________________________________________________
 AC4235  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AC4235  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AC4235
 AC4235  HORZ ORDER  -  THIRD
 AC4235
 AC4235.The horizontal coordinates were established by classical geodetic methods
 AC4235.and adjusted by the National Geodetic Survey in May 1991..
 AC4235
 AC4235.The orthometric height was scaled from a topographic map.
 AC4235
 AC4235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4235
 AC4235.The geoid height was determined by GEOID03.
 AC4235
 AC4235;                    North         East     Units Scale Factor Converg.
 AC4235;SPC FL E     -   115,948.157   270,067.520   MT  1.00000178   +0 17 54.3
 AC4235;SPC FL E     -   380,406.58    886,046.52   sFT  1.00000178   +0 17 54.3
 AC4235;UTM  17      - 2,807,040.578   570,043.613   MT  0.99966058   +0 17 54.3
 AC4235
 AC4235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4235!SPC FL E     -   1.00000388  x   1.00000178  =   1.00000566
 AC4235!UTM  17      -   1.00000388  x   0.99966058  =   0.99966446
 AC4235
 AC4235                          SUPERSEDED SURVEY CONTROL
 AC4235
 AC4235  NAD 83(1986)-  25 22 42.55478(N)    080 18 13.46505(W) AD(       ) 3
 AC4235  NAD 27      -  25 22 41.14100(N)    080 18 14.27961(W) AD(       ) 3
 AC4235
 AC4235.Superseded values are not recommended for survey control.
 AC4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4235.See file dsdata.txt to determine how the superseded data were derived.
 AC4235
 AC4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7004407041(NAD 83)
 AC4235
 AC4235  HISTORY     - Date     Condition        Report By
 AC4235  HISTORY     - 1930     FIRST OBSERVED   CGS
 AC4235  HISTORY     - 1946     MARK NOT FOUND   CGS
 AC4235
 AC4235                          STATION DESCRIPTION
 AC4235
 AC4235'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CS)
 AC4235'HYDROGRAPHIC TRIPOD IN BOGGY MUD AT W END OF LONG ARSENICKER
 AC4235'KEY.  NOT MARKED.
 AC4235
 AC4235                          STATION RECOVERY (1946)
 AC4235
 AC4235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 AC4235'STATION SEARCHED FOR BUT NO SIGN OF TRIPOD WAS FOUND.
 AC4235'
 AC4235'STATION RECOMMENDED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7135 ***********************************************************************
 AD7135  DESIGNATION -  ART
 AD7135  PID         -  AD7135
 AD7135  STATE/COUNTY-  FL/BROWARD
 AD7135  USGS QUAD   -  FORT LAUDERDALE NORTH (1995)
 AD7135
 AD7135                         *CURRENT SURVEY CONTROL
 AD7135  ___________________________________________________________________
 AD7135* NAD 83(1990)-  26 12 53.36202(N)    080 14 11.64046(W)     ADJUSTED  
 AD7135* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AD7135  ___________________________________________________________________
 AD7135  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AD7135  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AD7135
 AD7135  HORZ ORDER  -  SECOND
 AD7135
 AD7135.The horizontal coordinates were established by classical geodetic methods
 AD7135.and adjusted by the National Geodetic Survey in May 1991..
 AD7135
 AD7135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7135
 AD7135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7135
 AD7135.The geoid height was determined by GEOID03.
 AD7135
 AD7135;                    North         East     Units Scale Factor Converg.
 AD7135;SPC FL E     -   208,638.114   276,290.535   MT  1.00001301   +0 20 14.1
 AD7135;SPC FL E     -   684,506.88    906,463.20   sFT  1.00001301   +0 20 14.1
 AD7135;UTM  17      - 2,899,698.909   576,264.505   MT  0.99967181   +0 20 14.1
 AD7135
 AD7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7135!SPC FL E     -   1.00000361  x   1.00001301  =   1.00001662
 AD7135!UTM  17      -   1.00000361  x   0.99967181  =   0.99967542
 AD7135
 AD7135:                Primary Azimuth Mark                     Grid Az
 AD7135:SPC FL E     -  ART AZ MK 1                              178 32 32.5
 AD7135:UTM  17      -  ART AZ MK 1                              178 32 32.5
 AD7135
 AD7135|---------------------------------------------------------------------|
 AD7135| PID    Reference Object                     Distance      Geod. Az  |
 AD7135|                                                           dddmmss.s |
 AD7135| CW8414 ART AZ MK 1                                        1785246.6 |
 AD7135| AD7134 ART BCED 1971 A PT                   19.466 METERS 21752     |
 AD7135| AD7160 FT LAUDERDALE UNIV VIDEO TV MT      APPROX. 2.3 KM 2280654.5 |
 AD7135| CW8415 ART AZ MK 2                                        3582324.3 |
 AD7135|---------------------------------------------------------------------|
 AD7135
 AD7135                          SUPERSEDED SURVEY CONTROL
 AD7135
 AD7135  NAD 83(1986)-  26 12 53.36511(N)    080 14 11.64700(W) AD(       ) 2
 AD7135  NAD 27      -  26 12 52.06635(N)    080 14 12.47405(W) AD(       ) 2
 AD7135  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AD7135
 AD7135.Superseded values are not recommended for survey control.
 AD7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7135.See file dsdata.txt to determine how the superseded data were derived.
 AD7135
 AD7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7626599699(NAD 83)
 AD7135_MARKER: DD = SURVEY DISK
 AD7135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD7135
 AD7135  HISTORY     - Date     Condition        Report By
 AD7135  HISTORY     - 1971     MONUMENTED       FL-011
 AD7135
 AD7135                          STATION DESCRIPTION
 AD7135
 AD7135'DESCRIBED BY BROWARD COUNTY FLORIDA 1971 (NCA)
 AD7135'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MARGATE, 2 MILES
 AD7135'WEST OF THE FLORIDA TURNPIKE AND 2 MILES WEST OF THE U.S. HIGHWAY
 AD7135'441.  IT IS ALONG A PAVED ROAD ON PROPERTY OWNED BY BROWARD COUNTY.
 AD7135'
 AD7135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 AD7135'STATE ROAD 814 IN MARGATE GO SOUTH ON U.S. HIGHWAY 441 FOR 3.25
 AD7135'MILES TO A ROAD RIGHT.  TURN RIGHT AND GO WEST ON BAILEY ROAD FOR
 AD7135'2 MILES TO A T-JUNCTION.  TURN RIGHT AND GO NORTH ON PAVED ROAD
 AD7135'FOR 0.5 MILE TO AZIMUTH 1 ON THE RIGHT.  CONTINUE NORTH ON PAVED
 AD7135'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT AND THE A-POINT ON
 AD7135'THE LEFT.  CONTINUE NORTH ON PAVED ROAD FOR 0.45 MILE TO
 AD7135'AZIMUTH 2 ON THE RIGHT AT A CULVERT.
 AD7135'
 AD7135'ALL MARKS ARE 2-1/2 INCH BROWARD COUNTY SURVEY DEPARTMENT DISKS
 AD7135'SET IN THE TOP OF ROUND CONCRETE POSTS.
 AD7135'
 AD7135'STATION MARK, STAMPED ART 1971, IS 8 INCHES BELOW GROUND
 AD7135'SURFACE.  IT IS 47 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 26
 AD7135'FEET EAST OF THE CENTER OF A PAVED ROAD AND 2.5 FEET NORTHWEST
 AD7135'OF A METAL WITNESS POST.
 AD7135'
 AD7135'AZIMUTH MARK 1, STAMPED ART AZIMUTH 1 1971, IS 4 INCHES BELOW
 AD7135'THE GROUND.  IT IS 65 FEET WEST OF A CONCRETE POLE, 44 FEET SOUTH
 AD7135'OF THE CENTER OF A FIELD ROAD AND 17 FEET EAST OF THE CENTER OF
 AD7135'A PAVED ROAD.
 AD7135'
 AD7135'AZIMUTH MARK 2, STAMPED ART AZIMUTH 2 1971, IS 3 INCHES BELOW
 AD7135'THE GROUND.  IT IS 44 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 AD7135'14 FEET EAST OF THE CENTER OF A PAVED ROAD AND 13 FEET WEST OF A
 AD7135'CULVERT.
 AD7135'
 AD7135'ART A-POINT IS A CONCRETE FILLED ROD SET IN A ROUND CONCRETE
 AD7135'POST THAT HAS A TACK MARKING CENTER AND IS 4 INCHES BELOW THE
 AD7135'GROUND.  IT IS 56 FEET SOUTHWEST OF THE JUNCTION OF TWO PAVED
 AD7135'ROADS AND 15 FEET WEST OF THE CENTER OF A PAVED ROAD.
 AD7135'
 AD7135'SEC 2 T 49 S R 41 E
 AD7135'
 AD7135'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7134 ***********************************************************************
 AD7134  DESIGNATION -  ART BCED 1971 A PT
 AD7134  PID         -  AD7134
 AD7134  STATE/COUNTY-  FL/BROWARD
 AD7134  USGS QUAD   -  FORT LAUDERDALE NORTH (1995)
 AD7134
 AD7134                         *CURRENT SURVEY CONTROL
 AD7134  ___________________________________________________________________
 AD7134* NAD 83(1990)-  26 12 52.86270(N)    080 14 12.07093(W)     ADJUSTED  
 AD7134* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 AD7134  ___________________________________________________________________
 AD7134  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AD7134  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AD7134
 AD7134  HORZ ORDER  -  SECOND
 AD7134
 AD7134.The horizontal coordinates were established by classical geodetic methods
 AD7134.and adjusted by the National Geodetic Survey in May 1991..
 AD7134
 AD7134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7134
 AD7134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7134
 AD7134.The geoid height was determined by GEOID03.
 AD7134
 AD7134;                    North         East     Units Scale Factor Converg.
 AD7134;SPC FL E     -   208,622.677   276,278.675   MT  1.00001299   +0 20 13.9
 AD7134;SPC FL E     -   684,456.23    906,424.29   sFT  1.00001299   +0 20 13.9
 AD7134;UTM  17      - 2,899,683.478   576,252.649   MT  0.99967179   +0 20 13.9
 AD7134
 AD7134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7134!SPC FL E     -   1.00000360  x   1.00001299  =   1.00001659
 AD7134!UTM  17      -   1.00000360  x   0.99967179  =   0.99967539
 AD7134
 AD7134|---------------------------------------------------------------------|
 AD7134| PID    Reference Object                     Distance      Geod. Az  |
 AD7134|                                                           dddmmss.s |
 AD7134| AD7135 ART                                  19.466 METERS 03752     |
 AD7134| AD7161 BEHRING                             APPROX. 2.4 KM 2295744.8 |
 AD7134|---------------------------------------------------------------------|
 AD7134
 AD7134                          SUPERSEDED SURVEY CONTROL
 AD7134
 AD7134  NAD 83(1986)-  26 12 52.86577(N)    080 14 12.07749(W) AD(       ) 2
 AD7134  NAD 27      -  26 12 51.56701(N)    080 14 12.90450(W) AD(       ) 2
 AD7134  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 AD7134
 AD7134.Superseded values are not recommended for survey control.
 AD7134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7134.See file dsdata.txt to determine how the superseded data were derived.
 AD7134
 AD7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7625399683(NAD 83)
 AD7134_MARKER: Z = SEE DESCRIPTION
 AD7134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD7134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7134+STABILITY: SURFACE MOTION
 AD7134
 AD7134  HISTORY     - Date     Condition        Report By
 AD7134  HISTORY     - 1971     MONUMENTED       FL-011
 AD7134
 AD7134                          STATION DESCRIPTION
 AD7134
 AD7134'DESCRIBED BY BROWARD COUNTY FLORIDA 1971
 AD7134'SEE STATION ART BCED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2577 ***********************************************************************
 AK2577  DESIGNATION -  ARTESIA
 AK2577  PID         -  AK2577
 AK2577  STATE/COUNTY-  FL/BREVARD
 AK2577  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2577
 AK2577                         *CURRENT SURVEY CONTROL
 AK2577  ___________________________________________________________________
 AK2577* NAD 83(1990)-  28 25 16.36207(N)    080 34 54.02247(W)     ADJUSTED  
 AK2577* NAVD 88     -         3.138  (meters)      10.30   (feet)  ADJUSTED  
 AK2577  ___________________________________________________________________
 AK2577  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AK2577  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2577  DYNAMIC HT  -           3.133 (meters)      10.28  (feet)  COMP
 AK2577  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 AK2577
 AK2577  HORZ ORDER  -  FIRST
 AK2577  VERT ORDER  -  FIRST     CLASS II
 AK2577
 AK2577.The horizontal coordinates were established by classical geodetic methods
 AK2577.and adjusted by the National Geodetic Survey in May 1991..
 AK2577
 AK2577.The orthometric height was determined by differential leveling
 AK2577.and adjusted by the National Geodetic Survey in June 1991..
 AK2577
 AK2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2577
 AK2577.The geoid height was determined by GEOID03.
 AK2577
 AK2577.The dynamic height is computed by dividing the NAVD 88
 AK2577.geopotential number by the normal gravity value computed on the
 AK2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2577.degrees latitude (g = 980.6199 gals.).
 AK2577
 AK2577.The modeled gravity was interpolated from observed gravity values.
 AK2577
 AK2577;                    North         East     Units Scale Factor Converg.
 AK2577;SPC FL E     -   452,957.334   240,984.115   MT  0.99996190   +0 11 56.8
 AK2577;SPC FL E     - 1,486,077.52    790,628.72   sFT  0.99996190   +0 11 56.8
 AK2577;UTM  17      - 3,143,934.768   540,970.131   MT  0.99962072   +0 11 56.8
 AK2577
 AK2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2577!SPC FL E     -   1.00000395  x   0.99996190  =   0.99996585
 AK2577!UTM  17      -   1.00000395  x   0.99962072  =   0.99962466
 AK2577
 AK2577|---------------------------------------------------------------------|
 AK2577| PID    Reference Object                     Distance      Geod. Az  |
 AK2577|                                                           dddmmss.s |
 AK2577| AK5530 ARTESIA CAMERA PAD E                 19.803 METERS 06336     |
 AK2577| AK2575 ARTESIA RM 1                         32.405 METERS 10214     |
 AK2577| AK5519 PORT CANAVERAL LIGHTHOUSE           APPROX. 1.5 KM 2181836.8 |
 AK2577| AK5520 PORT CANAVERAL WATER TANK           APPROX. 2.3 KM 2441042.5 |
 AK2577| DE3864 ARTESIA RM 2                         39.747 METERS 26235     |
 AK2577| AK2572 ARTESIA AZ MK                                      2702002.2 |
 AK2577| AK5531 ARTESIA CAMERA PAD W                165.284 METERS 27400     |
 AK2577| AK2539 HOLMES RESET                        APPROX. 2.3 KM 3191002.8 |
 AK2577|---------------------------------------------------------------------|
 AK2577
 AK2577                          SUPERSEDED SURVEY CONTROL
 AK2577
 AK2577  NAD 83(1986)-  28 25 16.36828(N)    080 34 54.03581(W) AD(       ) 1
 AK2577  NAD 27      -  28 25 15.35559(N)    080 34 54.84672(W) AD(       ) 1
 AK2577  NGVD 29 (??/??/92)    3.526  (m)           11.57   (f) ADJ UNCH    1 2
 AK2577
 AK2577.Superseded values are not recommended for survey control.
 AK2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2577.See file dsdata.txt to determine how the superseded data were derived.
 AK2577
 AK2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4097043935(NAD 83)
 AK2577_MARKER: DS = TRIANGULATION STATION DISK
 AK2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2577_STAMPING: ARTESIA 1953
 AK2577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2577
 AK2577  HISTORY     - Date     Condition        Report By
 AK2577  HISTORY     - 1953     MONUMENTED       CGS
 AK2577  HISTORY     - 1955     GOOD             CGS
 AK2577  HISTORY     - 1956     GOOD             CGS
 AK2577  HISTORY     - 1957     GOOD             CGS
 AK2577  HISTORY     - 1959     GOOD             CGS
 AK2577  HISTORY     - 1970     GOOD             NGS
 AK2577  HISTORY     - 1971     GOOD             NGS
 AK2577  HISTORY     - 1971     GOOD             NGS
 AK2577  HISTORY     - 1985     GOOD             USPSQD
 AK2577
 AK2577                          STATION DESCRIPTION
 AK2577
 AK2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 AK2577'THE STATION IS LOCATED ON THE ATLANTIC COAST, ABOUT 10-1/2 MILES
 AK2577'NORTHEAST OF THE CITY OF COCOA AND 7-1/2 MILES NORTH NORTHEAST
 AK2577'OF COCOA BEACH.  IT IS ON LAND OWNED BY THE GOVERNMENT.  IT
 AK2577'IS 36 FEET WEST OF THE CENTERLINE OF A ROAD, 33 FEET WEST
 AK2577'NORTHWEST OF THE WEST GATE POST, 23 FEET NORTH OF A FENCE AND
 AK2577'4.5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 AK2577'ABOUT 6 INCHES AND THE DISK IS STAMPED ARTESIA 1953.
 AK2577'
 AK2577'REFERENCE MARK NO. 1 IS 69 FEET EAST OF THE EAST GATE POST
 AK2577'AND 3 FEET NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 AK2577'AND THE DISK IS STAMPED ARTESIA NO 1 1953.
 AK2577'
 AK2577'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE CENTERLINE OF A
 AK2577'ROAD, 12 FEET WEST NORTHWEST OF A POWER LINE POLE AND 4.5 FEET
 AK2577'NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 AK2577'DISK IS STAMPED ARTESIA NO 2 1953.
 AK2577'
 AK2577'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTERLINE OF A ROAD, 2
 AK2577'FEET EAST OF A WHITE WITNESS POST AND 2.5 FEET NORTH OF A
 AK2577'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 AK2577'ARTESIA 1953.
 AK2577'
 AK2577'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY A1A AND STATE ROUTE
 AK2577'520 ABOUT 2.0 MILES NORTH OF COCOA BEACH, GO NORTH ON U.S.
 AK2577'HIGHWAY A1A FOR 3.25 MILES TO A FORKS.  TAKE LEFT FORK AND GO
 AK2577'WEST NORTH AND EAST FOR 3.0 MILES TO THE SOUTH GATE LEADING
 AK2577'TO CAPE CANAVERAL.  TURN RIGHT AND GO EAST ALONG THE SOUTH SIDE
 AK2577'OF THE FENCE FOR 0.75 MILE TO THE AZIMUTH MARK ON LEFT AS
 AK2577'DESCRIBED.  CONTINUE EAST FOR 0.35 MILE TO GATE AND STATION ON
 AK2577'LEFT AS DESCRIBED.  (THIS GATE IS KEPT LOCKED BUT THE KEY CAN
 AK2577'BE OBTAINED AT THE ABOVE MENTIONED SOUTH GATE.)
 AK2577'
 AK2577'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 AK2577
 AK2577                          STATION RECOVERY (1955)
 AK2577
 AK2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JOP)
 AK2577'THE STATION WAS RECOVERED AS DESCRIBED BY D.A.J. IN 1953 AND
 AK2577'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 AK2577'MARK NO. 2 HAS BEEN TILTED DUE TO GRADING OPERATIONS.  ARTESIA
 AK2577'CAMERA PAD E CAN BE USED AS A REFERENCE POINT.  THE STATION
 AK2577'DESCRIPTION WAS FOUND TO BE ADEQUATE.
 AK2577'
 AK2577'ARTESIA CAMERA PAD E IS 64.97 FEET EAST NORTHEAST OF THE
 AK2577'STATION.  THE DISTANCE AND DIRECTION WAS OBSERVED BY THIS PARTY
 AK2577'IN 1954.
 AK2577'
 AK2577'THE ORIGINAL TO REACH DESCRIPTION WAS FOUND TO BE ADEQUATE.
 AK2577
 AK2577                          STATION RECOVERY (1956)
 AK2577
 AK2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDN)
 AK2577'STATION WAS RECOVERED AS DESCRIBED BY D.A.J. 1953 AND THE STATION,
 AK2577'REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 AK2577'CONDITION.  REFERENCE MARK NO 2 HAS BEEN TILTED DUE TO GRADING
 AK2577'OPERATIONS.  ARTESIA CAMERA PAD E CAN BE USED AS A REFERENCE
 AK2577'POINT WHICH IS 64.97 FEET OR 19.803 METERS EAST-NORTHEAST OF
 AK2577'THE STATION.
 AK2577'
 AK2577'A COMPLETE DESCRIPTION AS FOLLOWS.
 AK2577'
 AK2577'STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE, 10-1/2 MILES
 AK2577'NORTHEAST OF COCOA, 7-1/2 MILES NORTH-NORTHEAST OF COCOA BEACH
 AK2577'AND IT IS 36 FEET WEST OF THE CENTER OF A ROAD, 33 FEET
 AK2577'WEST-NORTHWEST OF A GATE POST, 23 FEET NORTH OF A FENCE AND
 AK2577'4 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 AK2577'AND THE DISK IS STAMPED ARTESIA 1953.
 AK2577'
 AK2577'REFERENCE MARK NO 1 IS 69 FEET EAST OF THE EAST GATE POST AND
 AK2577'3 FEET NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 AK2577'DISK IS STAMPED ARTESIA NO 1 1953.
 AK2577'
 AK2577'REFERENCE MARK NO 2 IS 22 FEET NORTH OF THE CENTER OF A ROAD,
 AK2577'12 FEET WEST-NORTHWEST OF A POWER-LINE POLE AND 4 FEET NORTH
 AK2577'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 AK2577'ARTESIA NO 2 1953.
 AK2577'
 AK2577'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF THE ROAD, 2
 AK2577'FEET EAST OF A WITNESS POST AND 2.5 FEET NORTH OF A FENCE.  THE
 AK2577'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARTESIA
 AK2577'1953.
 AK2577'
 AK2577'A TRAVERSE CONNECTION HAS BEEN MADE TO REFERENCE MARKS NO 1
 AK2577'AND 2 AND THE DISTANCE IS SHOWN BELOW.
 AK2577'
 AK2577'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS A1A AND 520 ABOUT
 AK2577'2 MILES NORTH OF COCOA BEACH.  GO NORTH ON STATE HIGHWAY A1A
 AK2577'FOR 3.25 MILES TO A FORKS.  KEEP LEFT FORK WEST NORTH AND EAST
 AK2577'FOR 3 MILES TO THE SOUTH GATE LEADING TO CAPE CANAVERAL MISSILE
 AK2577'BASE.  HERE TURN RIGHT (EAST) ALONG THE SOUTH SIDE OF THE FENCE
 AK2577'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 AK2577'FOR 0.35 MILE TO A GATE AND THE STATION ON THE LEFT.  (THIS GATE
 AK2577'IS KEPT LOCKED.  THE KEY CAN BE OBTAINED AT THE SOUTH GATE
 AK2577'MENTIONED ABOVE.)
 AK2577
 AK2577                          STATION RECOVERY (1957)
 AK2577
 AK2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AK2577'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 AK2577'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND
 AK2577'DESTROYED.  THE DISTANCES TO THE REFERENCE MARKS WERE NOT
 AK2577'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE
 AK2577'WITH THE FOLLOWING EXCEPTIONS--
 AK2577'
 AK2577'THE STATION MARK IS STAMPED ARTESIA 1953 AND PROJECTS 2 INCHES
 AK2577'ABOVE THE GROUND.  THE REFERENCE MARKS ARE STAMPED ARTESIA NO 1
 AK2577'AND NO 2 RESPECTIVELY AND ARE 1 FOOT BELOW THE SURFACE OF THE
 AK2577'GROUND.  THE AZIMUTH MARK IS STAMPED ARTESIA 1953 AND PROJECTS
 AK2577'2 INCHES ABOVE THE GROUND.
 AK2577
 AK2577                          STATION RECOVERY (1959)
 AK2577
 AK2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALP)
 AK2577'STATION, AZIMUTH, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 AK2577'RECOVERED AS DESCRIBED BY A RECOVERY NOTE OF H.D.
 AK2577'NYGREN 1956.  MEASUREMENTS AND DIRECTIONS WERE
 AK2577'CHECKED.  NOTE--NO MEASUREMENTS WERE MADE TO ARTESIA CAMERA PAD
 AK2577'E DUE TO OBSTRUCTIONS AT THIS TIME.  ALSO, THERE IS NO DATE
 AK2577'STAMPED ON REFERENCE MARKS NO. 1 AND NO. 2 DUE TO CHANGES IN
 AK2577'THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 AK2577'
 AK2577'STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE, ABOUT 1.25
 AK2577'MILES EAST OF THE SOUTH GATE (ENTRANCE TO THE BASE), 300 FEET WEST
 AK2577'OF THE ATLANTIC OCEAN BEACH, 36 FEET NORTH OF THE APPROXIMATE
 AK2577'CENTER OF AN EAST-WEST ROAD, 33 FEET WEST NORTHWEST OF A GATE
 AK2577'POST AND 23 FEET NORTH OF A FENCE.  THE MARK PROJECTS 7 INCHES
 AK2577'AND THE DISK IS STAMPED ARTESIA 1953.
 AK2577'
 AK2577'REFERENCE MARK NO. 1 IS 69 FEET EAST OF AN IRON GATE POST
 AK2577'AND 3 FEET NORTH OF A FENCE.  THE MARK IS 3 FEET BELOW THE
 AK2577'SURFACE OF THE GROUND AND THE DISK IS STAMPED ARTESIA NO 1
 AK2577'
 AK2577'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE APPROXIMATE CENTER
 AK2577'OF A ROAD, 12 FEET WEST NORTHWEST OF A POWER LINE POLE AND 4
 AK2577'FEET NORTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 AK2577'THE DISK IS STAMPED ARTESIA NO 2.
 AK2577'
 AK2577'AZIMUTH MARK IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 AK2577'ROAD AND 2.5 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 4
 AK2577'INCHES AND THE DISK IS STAMPED ARTESIA 1953.
 AK2577'
 AK2577'TO REACH FROM THE SOUTH GATE AT CAPE CANAVERAL MISSILE BASE, GO
 AK2577'EAST 0.2 MILE TO A FORK, KEEP LEFT FORK (NORTH) FOR 0.2 MILE TO A
 AK2577'SIDE ROAD RIGHT.  HERE TURN RIGHT (EAST) AND GO 0.75 MILE TO
 AK2577'AZIMUTH MARK ON LEFT, CONTINUE EAST 0.3 MILE TO AN IRON GATE AND
 AK2577'THE STATION AS DESCRIBED.
 AK2577
 AK2577                          STATION RECOVERY (1970)
 AK2577
 AK2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WHS)
 AK2577'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION NOT
 AK2577'AVAILABLE.
 AK2577'
 AK2577'TO REACH FROM THE SOUTH GATE ENTRANCE TO CAPE KENNEDY PROCEED
 AK2577'ALONG MAIN HIGHWAY FOR 0.45 MILE TO NARROW PAVED ROAD EAST,
 AK2577'TRAVEL THIS ROAD EASTWARD 1.15 MILE TO SHARP TURN NORTH AND
 AK2577'STATION ON LEFT.
 AK2577'
 AK2577'A BILBY STEEL TOWER IS IN PLACE OVER STATION MARK.
 AK2577
 AK2577                          STATION RECOVERY (1971)
 AK2577
 AK2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK2577'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION.  THE
 AK2577'AZIMUTH MARK WAS RECOVERED IN POOR CONDITION AS IT HAS BEEN
 AK2577'STRUCK BY A MOWER OR OTHER HEAVY EQUIPMENT AND IS LEANING.  R.M. 3
 AK2577'WAS FOUND DESTROYED.  THE ORIGINAL DESCRIPTION IS GENERALLY
 AK2577'CORRECT.  HOWEVER, THERE HAVE BEEN SOME CHANGES AND A NEW TO
 AK2577'REACH FOLLOWS.
 AK2577'
 AK2577'TO REACH FROM THE SOUTH GATE ENTRANCE TO CAPE KENNEDY AIR FORCE
 AK2577'STATION GO EAST AND NORTH ON CAPE ROAD FOR 0.45 MILE TO A SINGLE
 AK2577'LANE MACADAM ROAD LEADING EAST.  (THIS ROAD IS KNOWN BY SOME AS
 AK2577'THE OLD PERIMETER ROAD AND IS THE ROAD ALONG WHICH THE FENCE AT
 AK2577'SOUTH LIMITS OF CAPE KENNEDY AIR FORCE STATION WAS FOUND IN
 AK2577'1953.  THE LIMITS AND THE GATE ENTRANCE HAVE BEEN CHANGED SINCE
 AK2577'THEN.) TURN EAST ALONG THIS ROAD FOR 1.15 MILE TO SHARP TURN
 AK2577'NORTH AND STATION ON LEFT.  THERE IS A BILBY TOWER PERMANENTLY
 AK2577'IN PLACE OVER STATION MARK.
 AK2577
 AK2577                          STATION RECOVERY (1971)
 AK2577
 AK2577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2577'AT CAPE KENNEDY.
 AK2577'A BETTER MODERN WAY OF REACHING THE STATION IS TO START AT THE
 AK2577'SOUTH GATE (BUILDING 8-1067) ENTRANCE TO CAPE KENNEDY SPACE
 AK2577'CENTER AND GO EAST AND NORTH ALONG CAPE ROAD FOR 0.5 MILE TO
 AK2577'SINGLE LANE BLACK TOP ROAD EAST (KNOWN AS OLD SOUTH PERIMETER
 AK2577'ROAD), TURN EAST AND GO 0.9 MILE TO END OF HARD SURFACE, THEN
 AK2577'CONTINUE 0.2 MILE ON SHELL ROAD TO STATION ON LEFT AND A BALLOON
 AK2577'WARNING DISPLAY POLE AND SMALL BUILDING ON RIGHT.  A BILBY STEEL
 AK2577'TOWER IS PERMANENTLY IN PLACE OVER STATION MARK.  NOTE-- THE
 AK2577'...SOUTH RESERVATION BOUNDARY FENCE... NO LONGER EXISTS.
 AK2577'...BUILDING NO. T 1104... HAS BEEN TORN DOWN.  THE CONCRETE
 AK2577'FOUNDATION REMAINS.
 AK2577
 AK2577                          STATION RECOVERY (1985)
 AK2577
 AK2577'RECOVERY NOTE BY US POWER SQUADRON 1985 (JS)
 AK2577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5530 ***********************************************************************
 AK5530  DESIGNATION -  ARTESIA CAMERA PAD E
 AK5530  PID         -  AK5530
 AK5530  STATE/COUNTY-  FL/BREVARD
 AK5530  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5530
 AK5530                         *CURRENT SURVEY CONTROL
 AK5530  ___________________________________________________________________
 AK5530* NAD 83(1990)-  28 25 16.64811(N)    080 34 53.37073(W)     ADJUSTED  
 AK5530* NAVD 88     -         3.68   (+/-2cm)      12.1    (feet)  VERTCON   
 AK5530  ___________________________________________________________________
 AK5530  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AK5530  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5530
 AK5530  HORZ ORDER  -  SECOND
 AK5530  VERT ORDER  -  THIRD ? (See Below)
 AK5530
 AK5530.The horizontal coordinates were established by classical geodetic methods
 AK5530.and adjusted by the National Geodetic Survey in May 1991..
 AK5530
 AK5530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5530.The vertical order pertains to the NGVD 29 superseded value.
 AK5530
 AK5530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5530
 AK5530.The geoid height was determined by GEOID03.
 AK5530
 AK5530;                    North         East     Units Scale Factor Converg.
 AK5530;SPC FL E     -   452,966.201   241,001.821   MT  0.99996192   +0 11 57.1
 AK5530;SPC FL E     - 1,486,106.61    790,686.81   sFT  0.99996192   +0 11 57.1
 AK5530;UTM  17      - 3,143,943.632   540,987.831   MT  0.99962073   +0 11 57.1
 AK5530
 AK5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5530!SPC FL E     -   1.00000386  x   0.99996192  =   0.99996578
 AK5530!UTM  17      -   1.00000386  x   0.99962073  =   0.99962459
 AK5530
 AK5530                          SUPERSEDED SURVEY CONTROL
 AK5530
 AK5530  NAD 83(1986)-  28 25 16.65431(N)    080 34 53.38413(W) AD(       ) 2
 AK5530  NAD 27      -  28 25 15.64165(N)    080 34 54.19501(W) AD(       ) 2
 AK5530  NGVD 29 (07/19/86)    4.08   (m)           13.4    (f) LEVELING    3  
 AK5530
 AK5530.Superseded values are not recommended for survey control.
 AK5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5530.See file dsdata.txt to determine how the superseded data were derived.
 AK5530
 AK5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4098843944(NAD 83)
 AK5530_MARKER: Z = SEE DESCRIPTION
 AK5530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5530+WITH SETTING: PAVEMENT
 AK5530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5530+STABILITY: SURFACE MOTION
 AK5530
 AK5530  HISTORY     - Date     Condition        Report By
 AK5530  HISTORY     - 1954     MONUMENTED       CGS
 AK5530  HISTORY     - 1957     GOOD             CGS
 AK5530
 AK5530                          STATION DESCRIPTION
 AK5530
 AK5530'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JOP)
 AK5530'THESE POINTS ARE LOCATED ON CAPE CANAVERAL, JUST NORTH OF THE
 AK5530'SOUTH BOUNDARY LINE FENCE NEAR THE BEACH.  CAMERA PAD E IS
 AK5530'64.969 FEET EAST NORTH-EAST OF ARTESIA 1953.  THE POINT IS A
 AK5530'PUNCH HOLE IN THE TOP OF A CIRCULAR STEEL PLATE WHICH IS WELDED
 AK5530'ON TOP OF A 12 INCH STEEL CYLINDER.  THE CYLINDER IS SET IN A
 AK5530'CONCRETE SLAB AND THE CYLINDER PROJECTS ABOUT 3 FEET.
 AK5530'
 AK5530'CAMERA PAD W IS 542.267 FEET WEST-NORTH-WEST OF ARTESIA
 AK5530'1953.  THE POINT IS AS ABOVE DESCRIBED.
 AK5530'
 AK5530'NOTE--ELEVATIONS OF CAMERA PADS ARE THE ELEVATIONS OF THE
 AK5530'CENTERS OF THE STEEL CIRCULAR PLATES WELDED TO THE TUBULAR
 AK5530'PEDESTALS AND NOT SUBSEQUENT PLATES THAT ARE BOLTED ON TOP.
 AK5530
 AK5530                          STATION RECOVERY (1957)
 AK5530
 AK5530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IRR)
 AK5530'CAMERA PADS E AND W WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5531 ***********************************************************************
 AK5531  DESIGNATION -  ARTESIA CAMERA PAD W
 AK5531  PID         -  AK5531
 AK5531  STATE/COUNTY-  FL/BREVARD
 AK5531  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5531
 AK5531                         *CURRENT SURVEY CONTROL
 AK5531  ___________________________________________________________________
 AK5531* NAD 83(1990)-  28 25 16.73672(N)    080 35 00.08077(W)     ADJUSTED  
 AK5531* NAVD 88     -         3.90   (+/-2cm)      12.8    (feet)  VERTCON   
 AK5531  ___________________________________________________________________
 AK5531  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AK5531  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5531
 AK5531  HORZ ORDER  -  SECOND
 AK5531  VERT ORDER  -  THIRD ? (See Below)
 AK5531
 AK5531.The horizontal coordinates were established by classical geodetic methods
 AK5531.and adjusted by the National Geodetic Survey in May 1991..
 AK5531
 AK5531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5531.The vertical order pertains to the NGVD 29 superseded value.
 AK5531
 AK5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5531
 AK5531.The geoid height was determined by GEOID03.
 AK5531
 AK5531;                    North         East     Units Scale Factor Converg.
 AK5531;SPC FL E     -   452,968.295   240,819.201   MT  0.99996173   +0 11 53.9
 AK5531;SPC FL E     - 1,486,113.48    790,087.66   sFT  0.99996173   +0 11 53.9
 AK5531;UTM  17      - 3,143,945.726   540,805.273   MT  0.99962055   +0 11 53.9
 AK5531
 AK5531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5531!SPC FL E     -   1.00000383  x   0.99996173  =   0.99996556
 AK5531!UTM  17      -   1.00000383  x   0.99962055  =   0.99962437
 AK5531
 AK5531                          SUPERSEDED SURVEY CONTROL
 AK5531
 AK5531  NAD 83(1986)-  28 25 16.74293(N)    080 35 00.09413(W) AD(       ) 2
 AK5531  NAD 27      -  28 25 15.73017(N)    080 35 00.90487(W) AD(       ) 2
 AK5531  NGVD 29 (07/19/86)    4.30   (m)           14.1    (f) LEVELING    3  
 AK5531
 AK5531.Superseded values are not recommended for survey control.
 AK5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5531.See file dsdata.txt to determine how the superseded data were derived.
 AK5531
 AK5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4080543946(NAD 83)
 AK5531_MARKER: Z = SEE DESCRIPTION
 AK5531_SETTING: 0 = UNSPECIFIED SETTING
 AK5531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5531
 AK5531  HISTORY     - Date     Condition        Report By
 AK5531  HISTORY     - 1954     MONUMENTED       CGS
 AK5531
 AK5531                          STATION DESCRIPTION
 AK5531
 AK5531'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AK5531'SEE STATION ARTESIA CAMERA PAD E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2575 ***********************************************************************
 AK2575  DESIGNATION -  ARTESIA RM 1
 AK2575  PID         -  AK2575
 AK2575  STATE/COUNTY-  FL/BREVARD
 AK2575  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2575
 AK2575                         *CURRENT SURVEY CONTROL
 AK2575  ___________________________________________________________________
 AK2575* NAD 83(1986)-  28 25 16.     (N)    080 34 54.     (W)     SCALED    
 AK2575* NAVD 88     -         1.943  (meters)       6.37   (feet)  POSTED    
 AK2575  ___________________________________________________________________
 AK2575  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2575  DYNAMIC HT  -           1.940 (meters)       6.36  (feet)  COMP
 AK2575  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 AK2575
 AK2575  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AK2575
 AK2575.The horizontal coordinates were scaled from a topographic map and have
 AK2575.an estimated accuracy of +/- 6 seconds.
 AK2575
 AK2575.The orthometric height was determined by differential leveling
 AK2575.and adjusted by the National Geodetic Survey in 1992..
 AK2575.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AK2575.rate greater than 8.0 mm/km.
 AK2575
 AK2575.The geoid height was determined by GEOID03.
 AK2575
 AK2575.The dynamic height is computed by dividing the NAVD 88
 AK2575.geopotential number by the normal gravity value computed on the
 AK2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2575.degrees latitude (g = 980.6199 gals.).
 AK2575
 AK2575.The modeled gravity was interpolated from observed gravity values.
 AK2575
 AK2575;                    North         East    Units  Estimated Accuracy
 AK2575;SPC FL E     -   452,950.      240,990.      MT  (+/- 180 meters Scaled)
 AK2575
 AK2575                          SUPERSEDED SURVEY CONTROL
 AK2575
 AK2575  NGVD 29 (??/??/92)    2.371  (m)            7.78   (f) ADJ UNCH    2 0
 AK2575
 AK2575.Superseded values are not recommended for survey control.
 AK2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2575.See file dsdata.txt to determine how the superseded data were derived.
 AK2575
 AK2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM409439(NAD 83)
 AK2575_MARKER: DR = REFERENCE MARK DISK
 AK2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2575_STAMPING: ARTESIA NO 1 1953
 AK2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2575+STABILITY: SURFACE MOTION
 AK2575
 AK2575  HISTORY     - Date     Condition        Report By
 AK2575  HISTORY     - 1953     MONUMENTED       CGS
 AK2575  HISTORY     - 1976     MARK NOT FOUND   USGS
 AK2575
 AK2575                          STATION DESCRIPTION
 AK2575
 AK2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK2575'AT CANAVERAL MISSILE BASE.
 AK2575'AT CANAVERAL MISSILE BASE, NEAR THE SOUTHEAST CORNER OF RESERVATION,
 AK2575'ABOUT 2.6 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM CANAVERAL
 AK2575'LIGHTHOUSE, THENCE ABOUT 1.05 MILES SOUTHWEST ALONG BEACH, ON
 AK2575'EDGE OF BEACH, 146 FEET SOUTHEAST OF SOUTHEAST CORNER OF BUILDING
 AK2575'NO. T 1104, 73 FEET EAST OF CENTER LINE OF ROAD TO BUILDING
 AK2575'T 1104, 3 FEET NORTH OF RESERVATION FENCE LINE, 106.54 FEET
 AK2575'EAST-SOUTHEAST AND ACROSS DRIVE FROM STATION MARK, ABOUT 4 FEET
 AK2575'LOWER THAN THE STATION MARK AND SET IN THE TOP OF A CONCRETE
 AK2575'POST PROJECTING 6 INCHES.
 AK2575
 AK2575                          STATION RECOVERY (1976)
 AK2575
 AK2575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AK2575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2452 ***********************************************************************
 AQ2452  DESIGNATION -  ARTHUR
 AQ2452  PID         -  AQ2452
 AQ2452  STATE/COUNTY-  FL/PUTNAM
 AQ2452  USGS QUAD   -  HASTINGS (1992)
 AQ2452
 AQ2452                         *CURRENT SURVEY CONTROL
 AQ2452  ___________________________________________________________________
 AQ2452* NAD 83(1990)-  29 42 53.15902(N)    081 37 11.69985(W)     ADJUSTED  
 AQ2452* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AQ2452  ___________________________________________________________________
 AQ2452  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AQ2452  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ2452
 AQ2452  HORZ ORDER  -  SECOND
 AQ2452
 AQ2452.The horizontal coordinates were established by classical geodetic methods
 AQ2452.and adjusted by the National Geodetic Survey in May 1991..
 AQ2452
 AQ2452.The orthometric height was scaled from a topographic map.
 AQ2452
 AQ2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2452
 AQ2452.The geoid height was determined by GEOID03.
 AQ2452
 AQ2452;                    North         East     Units Scale Factor Converg.
 AQ2452;SPC FL E     -   596,412.144   140,019.170   MT  0.99998555   -0 18 26.2
 AQ2452;SPC FL E     - 1,956,728.84    459,379.56   sFT  0.99998555   -0 18 26.2
 AQ2452;UTM  17      - 3,287,340.632   440,039.635   MT  0.99964436   -0 18 26.2
 AQ2452
 AQ2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2452!SPC FL E     -   1.00000420  x   0.99998555  =   0.99998975
 AQ2452!UTM  17      -   1.00000420  x   0.99964436  =   0.99964856
 AQ2452
 AQ2452|---------------------------------------------------------------------|
 AQ2452| PID    Reference Object                     Distance      Geod. Az  |
 AQ2452|                                                           dddmmss.s |
 AQ2452| CW3283 ARTHUR RM 1                          30.197 METERS 05156     |
 AQ2452| AQ2444 FORRESTER POINT BEACON 51 A         APPROX. 0.6 KM 1551822.9 |
 AQ2452| AQ2528 FORRESTER PT LOW RNG BCN 62 F       APPROX. 1.4 KM 2374507.1 |
 AQ2452| AQ2514 FORRESTER PT LOW RNG BCN 62 R       APPROX. 1.0 KM 2583631.7 |
 AQ2452| CW3284 ARTHUR RM 2                          33.915 METERS 33216     |
 AQ2452|---------------------------------------------------------------------|
 AQ2452
 AQ2452                          SUPERSEDED SURVEY CONTROL
 AQ2452
 AQ2452  NAD 83(1986)-  29 42 53.16651(N)    081 37 11.70865(W) AD(       ) 2
 AQ2452  NAD 27      -  29 42 52.28300(N)    081 37 12.41400(W) AD(       ) 2
 AQ2452
 AQ2452.Superseded values are not recommended for survey control.
 AQ2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2452.See file dsdata.txt to determine how the superseded data were derived.
 AQ2452
 AQ2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4004087341(NAD 83)
 AQ2452_MARKER: DS = TRIANGULATION STATION DISK
 AQ2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2452
 AQ2452  HISTORY     - Date     Condition        Report By
 AQ2452  HISTORY     - 1935     MONUMENTED       CGS
 AQ2452
 AQ2452                          STATION DESCRIPTION
 AQ2452
 AQ2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 AQ2452'STATION IS ON THE E BANK OF THE ST. JOHNS RIVER ABOUT 5-1/2
 AQ2452'MILES N OF PALATKA AND ACROSS THE RIVER FROM FORRESTERS
 AQ2452'POINT.  IT IS ABOUT 1/4 MILE N OF BEACON NO. 51A AT THE END OF A
 AQ2452'FISHING DOCK OWNED BY ARTHUR COLE, ABOUT 8 METERS FROM SHORE, AND
 AQ2452'7 METERS W OF THE END OF THE DOCK, AT THE END OF A WOODS ROAD.
 AQ2452'
 AQ2452'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AQ2452'DISKS SET IN CONCRETE.
 AQ2452'
 AQ2452'REFERENCE MARK NO. 1 IS NE AND REFERENCE MARK NO. 2 IS N OF THE
 AQ2452'STATION ON THE WOODS.
 AQ2452'
 AQ2452'TO REACH FROM PALATKA, SET 0.0 AT THE COURTHOUSE AND FOLLOW
 AQ2452'U.S. HIGHWAY 17 N.  AT 4.8 CROSS RICE CREEK BRIDGE, AT 5.5 TURN
 AQ2452'RIGHT ACROSS RAILROAD TRACKS, BEAR LEFT AND FOLLOW ROAD TO
 AQ2452'8.3 AND TURN RIGHT ONTO DIM WOODS ROAD AT TRIANGULAR BLAZE ON
 AQ2452'TREE.  AT 8.4 REACH SHORE AND STATION IN SMALL OPENING.
 AQ2452'
 AQ2452'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3510 ***********************************************************************
 AC3510  DESIGNATION -  ARUNDEL
 AC3510  PID         -  AC3510
 AC3510  STATE/COUNTY-  FL/MIAMI-DADE
 AC3510  USGS QUAD   -  MIAMI (1994)
 AC3510
 AC3510                         *CURRENT SURVEY CONTROL
 AC3510  ___________________________________________________________________
 AC3510* NAD 83(1990)-  25 46 18.44424(N)    080 09 46.49321(W)     ADJUSTED  
 AC3510* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AC3510  ___________________________________________________________________
 AC3510  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 AC3510  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AC3510
 AC3510  HORZ ORDER  -  SECOND
 AC3510
 AC3510.The horizontal coordinates were established by classical geodetic methods
 AC3510.and adjusted by the National Geodetic Survey in May 1991..
 AC3510
 AC3510.The orthometric height was scaled from a topographic map.
 AC3510
 AC3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3510
 AC3510.The geoid height was determined by GEOID03.
 AC3510
 AC3510;                    North         East     Units Scale Factor Converg.
 AC3510;SPC FL E     -   159,600.507   283,965.253   MT  1.00002820   +0 21 50.3
 AC3510;SPC FL E     -   523,622.66    931,642.67   sFT  1.00002820   +0 21 50.3
 AC3510;UTM  17      - 2,850,678.033   583,936.604   MT  0.99968699   +0 21 50.3
 AC3510
 AC3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3510!SPC FL E     -   1.00000394  x   1.00002820  =   1.00003214
 AC3510!UTM  17      -   1.00000394  x   0.99968699  =   0.99969093
 AC3510
 AC3510|---------------------------------------------------------------------|
 AC3510| PID    Reference Object                     Distance      Geod. Az  |
 AC3510|                                                           dddmmss.s |
 AC3510| CW7920 ARUNDEL RM 1                         16.395 METERS 04022     |
 AC3510| AC3741 VIRGINIA KEY OLD R RNG BEACON       APPROX. 3.9 KM 1290611.6 |
 AC3510| CW7921 ARUNDEL RM 2                         12.415 METERS 18248     |
 AC3510| AC3473 BEACON WHITE SOUTH                  APPROX. 2.8 KM 2344820.6 |
 AC3510| AC3478 BEACON WHITE NORTH                  APPROX. 2.5 KM 2360414.4 |
 AC3510| AC3476 POINT VIEW                          APPROX. 3.1 KM 2390153.8 |
 AC3510| AC3502 MIAMI FLA LT AND PWR CO CHIM        APPROX. 3.3 KM 2660956.2 |
 AC3510| AC3557 MIAMI SEARS ROEBUCK CO TOWER        APPROX. 3.2 KM 3030124.2 |
 AC3510| AC3511 ARUNDEL USE 1934                     55.775 METERS 31420     |
 AC3510| AC3540 PALM ISLAND PAVILION FLAGPOLE       APPROX. 0.9 KM 3484120.8 |
 AC3510|---------------------------------------------------------------------|
 AC3510
 AC3510                          SUPERSEDED SURVEY CONTROL
 AC3510
 AC3510  NAD 83(1986)-  25 46 18.44746(N)    080 09 46.49562(W) AD(       ) 2
 AC3510  NAD 27      -  25 46 17.09115(N)    080 09 47.32392(W) AD(       ) 2
 AC3510
 AC3510.Superseded values are not recommended for survey control.
 AC3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3510.See file dsdata.txt to determine how the superseded data were derived.
 AC3510
 AC3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8393750678(NAD 83)
 AC3510_MARKER: DS = TRIANGULATION STATION DISK
 AC3510_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AC3510_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AC3510
 AC3510  HISTORY     - Date     Condition        Report By
 AC3510  HISTORY     - 1934     MONUMENTED       CGS
 AC3510  HISTORY     - 1945     GOOD             CGS
 AC3510
 AC3510                          STATION DESCRIPTION
 AC3510
 AC3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC3510'STATION IS NEAR E END OF ISLAND IN BISCAYNE BAY, JUST S OF MAIN
 AC3510'CHANNEL.  IT IS THE SECOND ONE (FROM FISHERS ISLAND) OF A CHAIN OF
 AC3510'ISLANDS ALONG THE S SIDE OF THE MAIN CHANNEL ENTERING MIAMI HARBOR.
 AC3510'
 AC3510'STATION IS AT OR NEAR HIGHEST PART OF MOUND FORMED BY ROCK AND SAND
 AC3510'EXCAVATED FROM CHANNEL.  IT IS ON RANGE WITH TRIANGULATION STATION
 AC3510'LIBRARY AND U.S.E. STATION ARUNDEL, BEING 55.781 METERS TO THE SE
 AC3510'OF U.S.E. ARUNDEL.
 AC3510'
 AC3510'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AC3510'CONCRETE IN THE TOP OF A TILE.
 AC3510
 AC3510                          STATION RECOVERY (1945)
 AC3510
 AC3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCB)
 AC3510'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3511 ***********************************************************************
 AC3511  DESIGNATION -  ARUNDEL USE 1934
 AC3511  PID         -  AC3511
 AC3511  STATE/COUNTY-  FL/MIAMI-DADE
 AC3511  USGS QUAD   -  MIAMI (1994)
 AC3511
 AC3511                         *CURRENT SURVEY CONTROL
 AC3511  ___________________________________________________________________
 AC3511* NAD 83(1990)-  25 46 19.71091(N)    080 09 47.92490(W)     ADJUSTED  
 AC3511* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC3511  ___________________________________________________________________
 AC3511  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AC3511  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AC3511
 AC3511  HORZ ORDER  -  SECOND
 AC3511
 AC3511.The horizontal coordinates were established by classical geodetic methods
 AC3511.and adjusted by the National Geodetic Survey in May 1991..
 AC3511
 AC3511.The orthometric height was scaled from a topographic map.
 AC3511
 AC3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3511
 AC3511.The geoid height was determined by GEOID03.
 AC3511
 AC3511;                    North         East     Units Scale Factor Converg.
 AC3511;SPC FL E     -   159,639.233   283,925.112   MT  1.00002812   +0 21 49.7
 AC3511;SPC FL E     -   523,749.72    931,510.97   sFT  1.00002812   +0 21 49.7
 AC3511;UTM  17      - 2,850,716.747   583,896.477   MT  0.99968691   +0 21 49.7
 AC3511
 AC3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3511!SPC FL E     -   1.00000410  x   1.00002812  =   1.00003222
 AC3511!UTM  17      -   1.00000410  x   0.99968691  =   0.99969101
 AC3511
 AC3511                          SUPERSEDED SURVEY CONTROL
 AC3511
 AC3511  NAD 83(1986)-  25 46 19.71367(N)    080 09 47.92680(W) AD(       ) 2
 AC3511  NAD 27      -  25 46 18.35787(N)    080 09 48.75557(W) AD(       ) 2
 AC3511
 AC3511.Superseded values are not recommended for survey control.
 AC3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3511.See file dsdata.txt to determine how the superseded data were derived.
 AC3511
 AC3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8389650717(NAD 83)
 AC3511_MARKER: Z = SEE DESCRIPTION
 AC3511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC3511_SP_SET: METAL PIPE AND CONCRETE SURROUND
 AC3511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3511
 AC3511  HISTORY     - Date     Condition        Report By
 AC3511  HISTORY     - 1934     MONUMENTED       USE
 AC3511  HISTORY     - 1945     GOOD             CGS
 AC3511
 AC3511                          STATION DESCRIPTION
 AC3511
 AC3511'DESCRIBED BY US ENGINEERS 1934 (HAC)
 AC3511'STATION IS LOCATED AT APPROXIMATE CENTER OF ONE OF THE ISLANDS ON S
 AC3511'SIDE OF THE MAIN SHIP CHANNEL MIDWAY BETWEEN MIAMI AND MIAMI
 AC3511'BEACH.  STATION IS ABOUT S OF STATION KYLE (U.S.E.), WHICH IS
 AC3511'LOCATED ON S SIDE OF COUNTY CAUSEWAY AT STATION 120+00 W.  THESE
 AC3511'STATIONS ARE MARKED IN LARGE RED FIGURES AT 100 FEET INTERVALS
 AC3511'ALONG THE S EDGE OF THE PAVING ON THE S SIDE OF THE CAUSEWAY.
 AC3511'
 AC3511'STATION CONSISTS OF A 2-INCH GALVANIZED PIPE SURROUNDED BY CONCRETE
 AC3511'ABOUT 2 FEET IN DIAMETER, AND FILLED WITH CONCRETE.  THE CENTER
 AC3511'BEING MARKED BY A COPPER BRAD.
 AC3511'
 AC3511'ADDITIONAL INFORMATION CAN BE SECURED AT THE UNITED STATES
 AC3511'ENGINEERS OFFICE AT MIAMI BEACH.
 AC3511
 AC3511                          STATION RECOVERY (1945)
 AC3511
 AC3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCB)
 AC3511'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6920 ***********************************************************************
 AD6920  DESIGNATION -  ARVIDA
 AD6920  PID         -  AD6920
 AD6920  STATE/COUNTY-  FL/PALM BEACH
 AD6920  USGS QUAD   -  WEST DIXIE BEND (1983)
 AD6920
 AD6920                         *CURRENT SURVEY CONTROL
 AD6920  ___________________________________________________________________
 AD6920* NAD 83(1990)-  26 22 08.76436(N)    080 08 46.87687(W)     ADJUSTED  
 AD6920* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 AD6920  ___________________________________________________________________
 AD6920  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AD6920  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AD6920
 AD6920  HORZ ORDER  -  FIRST
 AD6920
 AD6920.The horizontal coordinates were established by classical geodetic methods
 AD6920.and adjusted by the National Geodetic Survey in May 1991..
 AD6920
 AD6920.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6920
 AD6920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6920
 AD6920.The geoid height was determined by GEOID03.
 AD6920
 AD6920;                    North         East     Units Scale Factor Converg.
 AD6920;SPC FL E     -   225,787.362   285,193.084   MT  1.00003075   +0 22 45.0
 AD6920;SPC FL E     -   740,770.70    935,670.98   sFT  1.00003075   +0 22 45.0
 AD6920;UTM  17      - 2,916,842.306   585,164.016   MT  0.99968955   +0 22 45.0
 AD6920
 AD6920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6920!SPC FL E     -   1.00000337  x   1.00003075  =   1.00003412
 AD6920!UTM  17      -   1.00000337  x   0.99968955  =   0.99969292
 AD6920
 AD6920:                Primary Azimuth Mark                     Grid Az
 AD6920:SPC FL E     -  ARVIDA AZ MK                             003 30 20.4
 AD6920:UTM  17      -  ARVIDA AZ MK                             003 30 20.4
 AD6920
 AD6920|---------------------------------------------------------------------|
 AD6920| PID    Reference Object                     Distance      Geod. Az  |
 AD6920|                                                           dddmmss.s |
 AD6920| CW8416 ARVIDA AZ MK                                       0035305.4 |
 AD6920| AD6926 UNIVERSITY PARK MUN TANK            APPROX. 3.0 KM 0170307.5 |
 AD6920| AD6919 BOCA RATON FLORIDA BM 1970           28.582 METERS 21145     |
 AD6920| AD6914 BOCA RATON RAD STA WSBR C MAST      APPROX. 6.7 KM 2482437.7 |
 AD6920| AD6921 BOCA RATON RAD STA WWOG MAST        APPROX. 2.6 KM 2734656.8 |
 AD6920| CW8417 ARVIDA RM 1                          23.125 METERS 33430     |
 AD6920|---------------------------------------------------------------------|
 AD6920
 AD6920                          SUPERSEDED SURVEY CONTROL
 AD6920
 AD6920  NAD 83(1986)-  26 22 08.76848(N)    080 08 46.88384(W) AD(       ) 1
 AD6920  NAD 27      -  26 22 07.49073(N)    080 08 47.72223(W) AD(       ) 1
 AD6920  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 AD6920
 AD6920.Superseded values are not recommended for survey control.
 AD6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6920.See file dsdata.txt to determine how the superseded data were derived.
 AD6920
 AD6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8516416842(NAD 83)
 AD6920_MARKER: DS = TRIANGULATION STATION DISK
 AD6920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AD6920
 AD6920  HISTORY     - Date     Condition        Report By
 AD6920  HISTORY     - 1970     MONUMENTED       NGS
 AD6920  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6920  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 AD6920
 AD6920                          STATION DESCRIPTION
 AD6920
 AD6920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (NCA)
 AD6920'STATION IS ABOUT 8 MILES SOUTHWEST OF DELRAY BEACH, 4 MILES WEST
 AD6920'OF BOCA RATON, 3 MILES NORTH OF THE HILLSBORO CANAL AND THE PALM
 AD6920'BEACH AND BROWARD COUNTY LINE, 1-1/2 MILES EAST OF THE SUNSHINE
 AD6920'STATE PARKWAY, ON THE NORTH SIDE OF STATE HIGHWAY 808, AT THE
 AD6920'SOUTHEAST CORNER OF A GOLF COURSE AND ON PROPERTY OF BOCA RATON
 AD6920'WEST, ARVIDA CORPORATION.
 AD6920'
 AD6920'TO REACH THE STATION FROM WHERE STATE HIGHWAY 808 PASSES UNDER
 AD6920'THE SUNSHINE STATE PARKWAY ABOUT 5-1/2 MILES WEST OF BOCA RATON,
 AD6920'GO EAST ON HIGHWAY 808 FOR 1.1 MILES TO A SIDE ROAD RIGHT (S-809
 AD6920'POWERLINE ROAD).  CONTINUE EAST ON HIGHWAY 808 FOR 0.5 MILE TO A
 AD6920'POWER LINE CROSSING AND STATION ON THE LEFT AS DESCRIBED.
 AD6920'
 AD6920'ALL MARKS WITH THE EXCEPTION OF BOCA RATON FLA BM (RM 2) ARE
 AD6920'STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 AD6920'
 AD6920'STATION MARK, STAMPED ARVIDA 1970, IS SET FLUSH WITH THE
 AD6920'GROUND.  IT IS 186 FEET SOUTHWEST OF A CONCRETE POWER LINE POLE,
 AD6920'129 FEET EAST OF A 24-INCH PINE TREE, 102 FEET NORTH OF CENTER OF
 AD6920'HIGHWAY 808, 95 FEET SOUTH OF THE SOUTH EDGE OF A CANAL AND 27.5
 AD6920'FEET NORTHWEST OF THE NORTH END OF A SIGN ARVIDA CORPORATION.
 AD6920'
 AD6920'REFERENCE MARK 1, STAMPED ARVIDA NO 1 1970, IS SET FLUSH WITH THE
 AD6920'GROUND.  IT IS 111 FEET NORTHEAST OF THE PINE TREE, 102 FEET NORTH
 AD6920'OF THE NORTH END OF THE SIGN AND 20 FEET SOUTH OF THE SOUTH EDGE
 AD6920'OF THE CANAL.
 AD6920'
 AD6920'REFERENCE MARK 2 IS A BOCA RATON FLORIDA BENCH MARK CEMENTED IN A
 AD6920'DRILL HOLE IN THE WEST END OF A CONCRETE ABUTMENT OF A CULVERT
 AD6920'UNDER HIGHWAY 808.  IT IS 118 FEET SOUTHEAST OF THE PINE TREE,
 AD6920'79 FEET SOUTHWEST OF THE SOUTH END OF THE SIGN AND 21.3 FEET NORTH
 AD6920'OF CENTER OF HIGHWAY 808.
 AD6920'
 AD6920'AZIMUTH MARK, STAMPED ARVIDA 1970, IS SET FLUSH WITH THE
 AD6920'GROUND.  IT IS 36.5 FEET NORTHWEST OF CONCRETE POWER LINE POLE
 AD6920'NUMBER 75, 31 FEET EAST OF THE EAST EDGE OF A CANAL, 3 FEET
 AD6920'SOUTHWEST OF A WOODEN POWER POLE AND 2 FEET SOUTHEAST OF A METAL
 AD6920'WITNESS POST.
 AD6920'
 AD6920'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 AD6920'POWER LINE RIGHT-OF-WAY FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 AD6920'
 AD6920'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AD6920
 AD6920                          STATION RECOVERY (2004)
 AD6920
 AD6920'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD6920'NEW SIGN AND AREA LANDSCAPED.
 AD6920
 AD6920                          STATION RECOVERY (2004)
 AD6920
 AD6920'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD6920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4446 ***********************************************************************
 AC4446  DESIGNATION -  ARVIDA CORP MAST
 AC4446  PID         -  AC4446
 AC4446  STATE/COUNTY-  FL/MIAMI-DADE
 AC4446  USGS QUAD   -  GROSSMAN HAMMOCK (1973)
 AC4446
 AC4446                         *CURRENT SURVEY CONTROL
 AC4446  ___________________________________________________________________
 AC4446* NAD 83(1990)-  25 36 17.02917(N)    080 34 14.33509(W)     ADJUSTED  
 AC4446* NAVD 88     -                                                        
 AC4446  ___________________________________________________________________
 AC4446  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AC4446  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AC4446
 AC4446  HORZ ORDER  -  THIRD
 AC4446
 AC4446.The horizontal coordinates were established by classical geodetic methods
 AC4446.and adjusted by the National Geodetic Survey in May 1991..
 AC4446
 AC4446
 AC4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4446
 AC4446.The geoid height was determined by GEOID03.
 AC4446
 AC4446;                    North         East     Units Scale Factor Converg.
 AC4446;SPC FL E     -   140,897.313   243,126.225   MT  0.99996413   +0 11 08.0
 AC4446;SPC FL E     -   462,260.60    797,656.62   sFT  0.99996413   +0 11 08.0
 AC4446;UTM  17      - 2,831,981.221   543,111.511   MT  0.99962295   +0 11 08.0
 AC4446
 AC4446                          SUPERSEDED SURVEY CONTROL
 AC4446
 AC4446  NAD 83(1986)-  25 36 17.02754(N)    080 34 14.33621(W) AD(       ) 4
 AC4446  NAD 27      -  25 36 15.64490(N)    080 34 15.12483(W) AD(       ) 3
 AC4446
 AC4446.Superseded values are not recommended for survey control.
 AC4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4446.See file dsdata.txt to determine how the superseded data were derived.
 AC4446
 AC4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4311231981(NAD 83)
 AC4446_MARKER: 42 = RADIO/TV MAST
 AC4446
 AC4446  HISTORY     - Date     Condition        Report By
 AC4446  HISTORY     - 1971     FIRST OBSERVED   NGS
 AC4446  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 AC4446
 AC4446                          STATION DESCRIPTION
 AC4446
 AC4446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA)
 AC4446'THE STATION IS THE LIGHT AT THE TOP CENTER OF A 625 FOOT
 AC4446'HIGH RED AND WHITE GUYED STEEL MAST THAT IS OWNED BY ARVIDA
 AC4446'CORPORATION.
 AC4446'
 AC4446'LOCATED 9-1/2 MILES NORTHWEST OF HOMESTEAD, 7 MILES NORTH
 AC4446'OF THE HOMESTEAD GENERAL AVIATION AIRPORT, 1 MILE SOUTHEAST
 AC4446'OF THE GROSSMAN HAMMOCK STATE PARK AND ON PROPERTY OWNED BY
 AC4446'THE ARVIDA CORPORATION.
 AC4446'
 AC4446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 AC4446'AND SW 192ND ST ABOUT 7 MILES NORTH OF HOMESTEAD, GO WEST
 AC4446'ON SW 192ND ST FOR 2.05 MILES TO WHERE ROAD TURNS RIGHT.  TURN
 AC4446'RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.5 MILES TO A T
 AC4446'INTERSECTION.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 4.0
 AC4446'MILES TO A T INTERSECTION.  TURN LEFT AND GO SOUTH ON A PAVED
 AC4446'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST
 AC4446'ON A PAVED ROAD FOR 0.3 MILE TO THE STATION.
 AC4446
 AC4446                          STATION RECOVERY (1997)
 AC4446
 AC4446'RECOVERY NOTE BY US POWER SQUADRON 1997
 AC4446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7522 ***********************************************************************
 AD7522  DESIGNATION -  ARZELL
 AD7522  PID         -  AD7522
 AD7522  STATE/COUNTY-  FL/COLLIER
 AD7522  USGS QUAD   -  SUNNILAND (1982)
 AD7522
 AD7522                         *CURRENT SURVEY CONTROL
 AD7522  ___________________________________________________________________
 AD7522* NAD 83(1990)-  26 18 11.33981(N)    081 20 25.20842(W)     ADJUSTED  
 AD7522* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AD7522  ___________________________________________________________________
 AD7522  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AD7522  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AD7522
 AD7522  HORZ ORDER  -  FIRST
 AD7522
 AD7522.The horizontal coordinates were established by classical geodetic methods
 AD7522.and adjusted by the National Geodetic Survey in May 1991..
 AD7522
 AD7522.The orthometric height was scaled from a topographic map.
 AD7522
 AD7522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7522
 AD7522.The geoid height was determined by GEOID03.
 AD7522
 AD7522;                    North         East     Units Scale Factor Converg.
 AD7522;SPC FL E     -   218,243.676   166,016.176   MT  0.99995543   -0 09 02.9
 AD7522;SPC FL E     -   716,021.13    544,671.40   sFT  0.99995543   -0 09 02.9
 AD7522;UTM  17      - 2,909,301.194   466,027.772   MT  0.99961425   -0 09 02.9
 AD7522
 AD7522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7522!SPC FL E     -   1.00000295  x   0.99995543  =   0.99995838
 AD7522!UTM  17      -   1.00000295  x   0.99961425  =   0.99961720
 AD7522
 AD7522:                Primary Azimuth Mark                     Grid Az
 AD7522:SPC FL E     -  ARZELL AZ MK                             089 48 08.4
 AD7522:UTM  17      -  ARZELL AZ MK                             089 48 08.4
 AD7522
 AD7522|---------------------------------------------------------------------|
 AD7522| PID    Reference Object                     Distance      Geod. Az  |
 AD7522|                                                           dddmmss.s |
 AD7522| CW8419 ARZELL AZ MK                                       0893905.5 |
 AD7522| CW8420 ARZELL RM 1                          29.410 METERS 09844     |
 AD7522| AD7521 HUMBLE OIL CO RADIO MAST            APPROX. 3.9 KM 1785254.3 |
 AD7522| AD7513 COLLIER LOT                         APPROX.13.2 KM 1823957.7 |
 AD7522| AD7527 IMMOKALEE LOT                       APPROX.13.8 KM 3263341.2 |
 AD7522| AD7528 IMMOKALEE FLA GAME COMM MAST        APPROX.15.0 KM 3275047.2 |
 AD7522| CW8421 ARZELL RM 2                          27.028 METERS 34111     |
 AD7522|---------------------------------------------------------------------|
 AD7522
 AD7522                          SUPERSEDED SURVEY CONTROL
 AD7522
 AD7522  NAD 83(1986)-  26 18 11.33938(N)    081 20 25.22180(W) AD(       ) 1
 AD7522  NAD 27      -  26 18 10.04204(N)    081 20 25.95023(W) AD(       ) 1
 AD7522
 AD7522.Superseded values are not recommended for survey control.
 AD7522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7522.See file dsdata.txt to determine how the superseded data were derived.
 AD7522
 AD7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK6602809301(NAD 83)
 AD7522_MARKER: DS = TRIANGULATION STATION DISK
 AD7522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7522
 AD7522  HISTORY     - Date     Condition        Report By
 AD7522  HISTORY     - 1956     MONUMENTED       CGS
 AD7522  HISTORY     - 1963     GOOD             CGS
 AD7522  HISTORY     - 1971     GOOD             CEJA
 AD7522  HISTORY     - 1987     GOOD             USPSQD
 AD7522  HISTORY     - 1987     GOOD             FLDT
 AD7522
 AD7522                          STATION DESCRIPTION
 AD7522
 AD7522'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AD7522'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF IMMOKALEE AND
 AD7522'0.15 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 AD7522'HIGHWAY S-840.  IT IS 19 FEET NORTH OF A FENCE, 33 FEET EAST
 AD7522'OF THE APPROXIMATE CENTER OF A DRIVEWAY, 33 FEET SOUTH OF
 AD7522'THE APPROXIMATE CENTER OF STATE HIGHWAY S-840 AND 7 FEET
 AD7522'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 AD7522'2 INCHES AND THE DISK IS STAMPED ARZELL 1956.
 AD7522'
 AD7522'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE APPROXIMATE
 AD7522'CENTER OF STATE HIGHWAY S-840 AND 2.5 FEET NORTH OF A
 AD7522'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 AD7522'STAMPED ARZELL NO 1 1956.
 AD7522'
 AD7522'REFERENCE MARK NO. 2 IS 15 FEET EAST OF A TRACK ROAD AND GATE,
 AD7522'2 FEET SOUTH OF A FENCE AND 53 FEET NORTH OF THE APPROXIMATE
 AD7522'CENTER OF STATE HIGHWAY S-840.  THE MARK PROJECTS ABOUT
 AD7522'1 INCH AND THE DISK IS STAMPED ARZELL NO 2 1956.
 AD7522'
 AD7522'AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE, 3 FEET WEST OF A
 AD7522'WHITE WITNESS POST, 4 FEET WEST OF A GATE AND 51 FEET SOUTH
 AD7522'OF STATE HIGHWAY S-840.  THE MARK IS SET FLUSH WITH THE
 AD7522'GROUND AND THE DISK IS STAMPED ARZELL 1956.
 AD7522'
 AD7522'TO REACH THE STATION FROM THE POST OFFICE IN IMMOKALEE, GO
 AD7522'EAST ON STATE HIGHWAY 29 FOR 0.6 MILE TO A FORK, KEEP RIGHT
 AD7522'FORK AND GO SOUTH ON STATE HIGHWAY 29 FOR 9.35 MILES TO A
 AD7522'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON STATE HIGHWAY S-840
 AD7522'FOR 0.15 MILE TO STATION ON RIGHT OR SOUTH SIDE OF
 AD7522'ROAD.  CONTINUE EAST ON STATE HIGHWAY S-840 FOR 0.3 MILE TO
 AD7522'DRIVEWAY ON RIGHT AND AZIMUTH MARK.
 AD7522
 AD7522                          STATION RECOVERY (1963)
 AD7522
 AD7522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AD7522'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 AD7522'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AD7522'COMPLETE AND ADEQUATE.
 AD7522
 AD7522                          STATION RECOVERY (1971)
 AD7522
 AD7522'RECOVERY NOTE BY C E JOHNSON ASSOC 1971 (MH)
 AD7522'ARZELL - 1956 EXCELLENT.
 AD7522'
 AD7522'ARZELL - AZ MK EXCELLENT.
 AD7522'
 AD7522'ARZELL - RM NO 1 EXCELLENT.
 AD7522'
 AD7522'WITNESS POST MISSING
 AD7522
 AD7522                          STATION RECOVERY (1987)
 AD7522
 AD7522'RECOVERY NOTE BY US POWER SQUADRON 1987 (RCB)
 AD7522'RECOVERED IN GOOD CONDITION.
 AD7522
 AD7522                          STATION RECOVERY (1987)
 AD7522
 AD7522'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1987 (RCB)
 AD7522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2480 ***********************************************************************
 AQ2480  DESIGNATION -  ASH 1935
 AQ2480  PID         -  AQ2480
 AQ2480  STATE/COUNTY-  FL/PUTNAM
 AQ2480  USGS QUAD   -  SAN MATEO (1980)
 AQ2480
 AQ2480                         *CURRENT SURVEY CONTROL
 AQ2480  ___________________________________________________________________
 AQ2480* NAD 83(1990)-  29 35 37.22236(N)    081 37 25.51213(W)     ADJUSTED  
 AQ2480* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AQ2480  ___________________________________________________________________
 AQ2480  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AQ2480  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AQ2480
 AQ2480  HORZ ORDER  -  THIRD
 AQ2480
 AQ2480.The horizontal coordinates were established by classical geodetic methods
 AQ2480.and adjusted by the National Geodetic Survey in May 1991..
 AQ2480
 AQ2480.The orthometric height was scaled from a topographic map.
 AQ2480
 AQ2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2480
 AQ2480.The geoid height was determined by GEOID03.
 AQ2480
 AQ2480;                    North         East     Units Scale Factor Converg.
 AQ2480;SPC FL E     -   582,991.713   139,575.634   MT  0.99998621   -0 18 29.0
 AQ2480;SPC FL E     - 1,912,698.65    457,924.39   sFT  0.99998621   -0 18 29.0
 AQ2480;UTM  17      - 3,273,924.780   439,596.250   MT  0.99964502   -0 18 29.0
 AQ2480
 AQ2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2480!SPC FL E     -   1.00000452  x   0.99998621  =   0.99999073
 AQ2480!UTM  17      -   1.00000452  x   0.99964502  =   0.99964954
 AQ2480
 AQ2480                          SUPERSEDED SURVEY CONTROL
 AQ2480
 AQ2480  NAD 83(1986)-  29 35 37.23029(N)    081 37 25.52149(W) AD(       ) 3
 AQ2480  NAD 27      -  29 35 36.34200(N)    081 37 26.23900(W) AD(       ) 3
 AQ2480
 AQ2480.Superseded values are not recommended for survey control.
 AQ2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2480.See file dsdata.txt to determine how the superseded data were derived.
 AQ2480
 AQ2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3959673925(NAD 83)
 AQ2480_MARKER: DS = TRIANGULATION STATION DISK
 AQ2480_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AQ2480_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AQ2480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2480
 AQ2480  HISTORY     - Date     Condition        Report By
 AQ2480  HISTORY     - 1935     MONUMENTED       CGS
 AQ2480  HISTORY     - 1935     GOOD             CGS
 AQ2480
 AQ2480                          STATION DESCRIPTION
 AQ2480
 AQ2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (HAP)
 AQ2480'STATION IS ABOUT 7 MILES ABOVE PALATKA ON W SHORE OF ST. JOHNS
 AQ2480'RIVER, OPPOSITE THE FIRST CREEK NE OF DUNNS CREEK, ABOUT 250 METERS
 AQ2480'NE OF ROUNDED POINT 20 METERS NW OF HIGH-WATER LINE AND 20 METERS
 AQ2480'NE OF CREEK THAT CIRCLES N BEHIND STATION, 1-1/2 MILES NW OF
 AQ2480'18-INCH ASH THAT HAS BEEN TOPPED AND USED AS SUPPORT FOR SIGNAL
 AQ2480'POLE (70 FEET HIGH).
 AQ2480'
 AQ2480'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN TILE.
 AQ2480'WITNESS MARKS ARE THREE TREES
 AQ2480'MARKED WITH A TRIANGULAR BLAZE WITH A NAIL AT THE CENTER AND
 AQ2480'EACH APEX OF THE TRIANGLE.
 AQ2480'
 AQ2480'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 AQ2480
 AQ2480                          STATION RECOVERY (1935)
 AQ2480
 AQ2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC)
 AQ2480'THE STATION IS ON THE N SHORE OF THE ST. JOHNS RIVER ABOUT
 AQ2480'3-1/2 MILES S OF PALATKA, OPPOSITE THE MOUTH OF DUNNS
 AQ2480'CREEK.  THE SIGNAL OBSERVED ON WAS A POLE ERECTED OVER AN
 AQ2480'UNOCCUPIED STATION ESTABLISHED BY H.A. PATON IN 1935 AND LOCATED
 AQ2480'BY K.G. CROSBY IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8951 ***********************************************************************
 DG8951  DESIGNATION -  ASHTECH GPS
 DG8951  PID         -  DG8951
 DG8951  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8951  USGS QUAD   -  BRANDON (1987)
 DG8951
 DG8951                         *CURRENT SURVEY CONTROL
 DG8951  ___________________________________________________________________
 DG8951* NAD 83(1999)-  27 59 15.97798(N)    082 18 09.48553(W)     ADJUSTED  
 DG8951* NAVD 88     -        22.6    (meters)      74.     (feet)  GPS OBS   
 DG8951  ___________________________________________________________________
 DG8951  X           -     754,936.657 (meters)                     COMP
 DG8951  Y           -  -5,585,566.461 (meters)                     COMP
 DG8951  Z           -   2,975,307.442 (meters)                     COMP
 DG8951  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 DG8951  ELLIP HEIGHT-          -2.67  (meters)          (12/06/04) GPS OBS
 DG8951  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DG8951
 DG8951  HORZ ORDER  -  FIRST
 DG8951  ELLP ORDER  -  FOURTH    CLASS I
 DG8951
 DG8951.The horizontal coordinates were established by GPS observations
 DG8951.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8951
 DG8951.The orthometric height was determined by GPS observations and a
 DG8951.high-resolution geoid model.
 DG8951
 DG8951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8951
 DG8951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8951
 DG8951.The ellipsoidal height was determined by GPS observations
 DG8951.and is referenced to NAD 83.
 DG8951
 DG8951.The geoid height was determined by GEOID03.
 DG8951
 DG8951;                    North         East     Units Scale Factor Converg.
 DG8951;SPC FL W     -   404,890.825   170,230.582   MT  0.99995211   -0 08 31.3
 DG8951;SPC FL W     - 1,328,379.32    558,498.17   sFT  0.99995211   -0 08 31.3
 DG8951;UTM  17      - 3,096,531.214   371,900.978   MT  0.99980253   -0 36 41.0
 DG8951
 DG8951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8951!SPC FL W     -   1.00000042  x   0.99995211  =   0.99995253
 DG8951!UTM  17      -   1.00000042  x   0.99980253  =   0.99980295
 DG8951
 DG8951                          SUPERSEDED SURVEY CONTROL
 DG8951
 DG8951.No superseded survey control is available for this station.
 DG8951
 DG8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7190196531(NAD 83)
 DG8951_MARKER: DD = SURVEY DISK
 DG8951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8951_STAMPING: ASHTECH GPS 2000
 DG8951_MARK LOGO: FL-057
 DG8951_PROJECTION: RECESSED 5 CENTIMETERS
 DG8951_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8951+STABILITY: SURFACE MOTION
 DG8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8951+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 DG8951
 DG8951  HISTORY     - Date     Condition        Report By
 DG8951  HISTORY     - 20010427 MONUMENTED       FL-057
 DG8951
 DG8951                          STATION DESCRIPTION
 DG8951
 DG8951'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8951'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA,  ABOUT  9.5
 DG8951'MILES EAST- NORTHEAST OF THE CITY OF TAMPA, 4.0 MILES  NORTH WEST OF
 DG8951'THE CITY OF BRANDON. IN SECTION 4 TOWNSHIP 29  SOUTH, RANGE 20 EAST.
 DG8951'OWNERSHIP--HILLSBOROUGH COUNTY                                      TO
 DG8951'REACH THE STATION FROM THE INTERSECTION OF CLAY PIT RD.,  AND C.R.579,
 DG8951'PROCEED SOUTH ON C.R.579 FOR 400. FT +/- TO THE STATION  ON THE RIGHT
 DG8951'(WEST) SIDE OF THE ROAD.  THE STATION IS LOCATED IN BURNETT PARK (
 DG8951'EAST POINT  LITTLE  LEAGUE.)
 DG8951'STATION IS A 24 INCH ROUND CONCRETE MONUMENT. RECESSED 2 INCHES  BELOW
 DG8951'THE GROUND.
 DG8951' 
 DG8951'7.8 FT NORTH-NORTHWEST OF A CARSONITE WITNESS POST AND  HILLSBOROUGH
 DG8951'COUNTY STICKER. 80.5 FT WEST OF A NAIL AND HILLS COUNTY DISK IN THE
 DG8951'WEST EDGE OF  PAVEMEMT OF C.R.579. 28.1 FT EAST OF THE NORTHEAST
 DG8951'CORNER OF A 6.0 FT CHAIN LINK FENCE  CORNER OF BULLPEN FOR BASEBALL
 DG8951'FIELD. 33.2 FT SOUTH OF THE CENTER LINE OF A DIRT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5160 ***********************************************************************
 AK5160  DESIGNATION -  ASKANIA CAMERA
 AK5160  PID         -  AK5160
 AK5160  STATE/COUNTY-  FL/BREVARD
 AK5160  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5160
 AK5160                         *CURRENT SURVEY CONTROL
 AK5160  ___________________________________________________________________
 AK5160* NAD 83(1986)-  28 27 35.     (N)    080 32 26.     (W)     SCALED    
 AK5160* NAVD 88     -         7.946  (meters)      26.07   (feet)  ADJUSTED  
 AK5160  ___________________________________________________________________
 AK5160  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AK5160  DYNAMIC HT  -           7.934 (meters)      26.03  (feet)  COMP
 AK5160  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 AK5160
 AK5160  VERT ORDER  -  FIRST     CLASS II
 AK5160
 AK5160.The horizontal coordinates were scaled from a topographic map and have
 AK5160.an estimated accuracy of +/- 6 seconds.
 AK5160
 AK5160.The orthometric height was determined by differential leveling
 AK5160.and adjusted by the National Geodetic Survey in June 1991..
 AK5160
 AK5160.The geoid height was determined by GEOID03.
 AK5160
 AK5160.The dynamic height is computed by dividing the NAVD 88
 AK5160.geopotential number by the normal gravity value computed on the
 AK5160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5160.degrees latitude (g = 980.6199 gals.).
 AK5160
 AK5160.The modeled gravity was interpolated from observed gravity values.
 AK5160
 AK5160;                    North         East    Units  Estimated Accuracy
 AK5160;SPC FL E     -   457,240.      245,000.      MT  (+/- 180 meters Scaled)
 AK5160
 AK5160                          SUPERSEDED SURVEY CONTROL
 AK5160
 AK5160  NGVD 29 (09/01/92)    8.320  (m)           27.30   (f) ADJUSTED    1 2
 AK5160
 AK5160.Superseded values are not recommended for survey control.
 AK5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5160.See file dsdata.txt to determine how the superseded data were derived.
 AK5160
 AK5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM449482(NAD 83)
 AK5160_MARKER: DD = SURVEY DISK
 AK5160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5160_SP_SET: PAD
 AK5160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5160
 AK5160  HISTORY     - Date     Condition        Report By
 AK5160  HISTORY     - UNK      MONUMENTED       DOD
 AK5160  HISTORY     - 1976     GOOD             DOD
 AK5160
 AK5160                          STATION DESCRIPTION
 AK5160
 AK5160'DESCRIBED BY US DEPARTMENT OF DEFENSE 1976
 AK5160'IN CAPE CANAVERAL MISSILE BASE.
 AK5160'LOCATED AT COMPLEX 21, ON AN 18 FOOT ELEVATED CONCRETE LAUNCH RAMP. 41
 AK5160'FEET WEST OF THE EAST END OF THE RAMP, 11 FEET EAST OF THE LAUNCH
 AK5160'BUILDING METAL DOOR AND 7 FEET SOUTH OF THE NORTH EDGE OF THE RAMP.
 AK5160'THE DISK IS CEMENTED IN A DRILL HOLE, IN A 15 X 9 FOOT CONCRETE PAD
 AK5160'THAT PROJECTS 10 INCHES ABOVE THE LAUNCH RAMP.  THE DISK IS FLUSH WITH
 AK5160'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG2114 ***********************************************************************
 AG2114  DESIGNATION -  ASPLIN
 AG2114  PID         -  AG2114
 AG2114  STATE/COUNTY-  FL/PINELLAS
 AG2114  USGS QUAD   -  PORT TAMPA (1983)
 AG2114
 AG2114                         *CURRENT SURVEY CONTROL
 AG2114  ___________________________________________________________________
 AG2114* NAD 83(1990)-  27 49 22.44560(N)    082 35 48.30847(W)     ADJUSTED  
 AG2114* NAVD 88     -         1.07   (+/-2cm)       3.5    (feet)  VERTCON   
 AG2114  ___________________________________________________________________
 AG2114  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AG2114  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG2114
 AG2114  HORZ ORDER  -  FIRST
 AG2114  VERT ORDER  -  THIRD ? (See Below)
 AG2114
 AG2114.The horizontal coordinates were established by classical geodetic methods
 AG2114.and adjusted by the National Geodetic Survey in May 1991..
 AG2114
 AG2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG2114.The vertical order pertains to the NGVD 29 superseded value.
 AG2114
 AG2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG2114
 AG2114.The geoid height was determined by GEOID03.
 AG2114
 AG2114;                    North         East     Units Scale Factor Converg.
 AG2114;SPC FL W     -   386,727.341   141,209.494   MT  0.99998382   -0 16 42.7
 AG2114;SPC FL W     - 1,268,787.95    463,284.81   sFT  0.99998382   -0 16 42.7
 AG2114;UTM  17      - 3,078,607.491   342,735.785   MT  0.99990527   -0 44 43.5
 AG2114
 AG2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG2114!SPC FL W     -   1.00000370  x   0.99998382  =   0.99998752
 AG2114!UTM  17      -   1.00000370  x   0.99990527  =   0.99990897
 AG2114
 AG2114:                Primary Azimuth Mark                     Grid Az
 AG2114:SPC FL W     -  TAMPA 116TH FIELD ARTY TANK              038 21 56.8
 AG2114:UTM  17      -  TAMPA 116TH FIELD ARTY TANK              038 49 57.6
 AG2114
 AG2114|---------------------------------------------------------------------|
 AG2114| PID    Reference Object                     Distance      Geod. Az  |
 AG2114|                                                           dddmmss.s |
 AG2114| AG1410 TAMPA 116TH FIELD ARTY TANK         APPROX.17.9 KM 0380514.1 |
 AG2114| AG2134 PORT TAMPA ACL RR DOCKS TANK        APPROX. 6.2 KM 0455145.6 |
 AG2114| AG2127 PORT TAMPA GULF REFINING CO TK      APPROX. 7.0 KM 0524221.4 |
 AG2114| AG2132 PORT TAMPA SHELL OIL CO STACK       APPROX. 6.5 KM 0540312.6 |
 AG2114| AG2119 PORT TAMPA CATH CH SPIRE            APPROX. 8.4 KM 0562848.5 |
 AG2114| AG2138 PORT TAMPA MUN TANK                 APPROX. 7.9 KM 0571627.6 |
 AG2114| AG5286 ASPLIN RM 1                          55.641 METERS 19837     |
 AG2114| AG2185 ST PETERSBURG FLA PWR W STACK       APPROX. 8.2 KM 2084537.8 |
 AG2114| AG2175 ST PETERSBURG WHITE STACK ICE       APPROX. 6.9 KM 2123048.8 |
 AG2114| AG2189 ST PETERSBURG VINOY PARK HOTEL      APPROX. 6.0 KM 2134830.9 |
 AG2114| AG2183 ST PETERSBURG FIRST METH CH         APPROX. 6.8 KM 2161549.4 |
 AG2114| AG2188 ST PETERSBURG ST PETER EPIS CH      APPROX. 6.9 KM 2165835.7 |
 AG2114| AG2136 SNELL ISLE COUNTRY CLUB TWR         APPROX. 3.7 KM 2193742.0 |
 AG2114| AG2137 SNELL ISLE COUNTRY CLUB TANK        APPROX. 3.7 KM 2194205.5 |
 AG2114| AG2180 ST PETERSBURG MUN GAS STACK         APPROX. 8.1 KM 2210110.1 |
 AG2114| AG2176 ST PETERSBURG 13TH AVE MUN TK       APPROX. 6.0 KM 2254540.2 |
 AG2114| AG2179 ST PETERSBURG 9TH AVE MUN TANK      APPROX. 7.7 KM 2323009.4 |
 AG2114| CW6893 ASPLIN AZ MK                                       2440452.3 |
 AG2114| AG2191 ST PETERSBURG SE BASE               APPROX. 7.5 KM 2480709.7 |
 AG2114| AG2190 PINELLAS PARK SILVER MUN TANK       APPROX.11.6 KM 2791821.3 |
 AG2114| CW6894 ASPLIN RM 2                          63.786 METERS 30036     |
 AG2114|---------------------------------------------------------------------|
 AG2114
 AG2114                          SUPERSEDED SURVEY CONTROL
 AG2114
 AG2114  NAD 83(1986)-  27 49 22.45052(N)    082 35 48.32066(W) AD(       ) 1
 AG2114  NAD 27      -  27 49 21.35953(N)    082 35 48.97169(W) AD(       ) 1
 AG2114  NGVD 29 (07/19/86)    1.33   (m)            4.4    (f) LEVELING    3  
 AG2114
 AG2114.Superseded values are not recommended for survey control.
 AG2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2114.See file dsdata.txt to determine how the superseded data were derived.
 AG2114
 AG2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4273678607(NAD 83)
 AG2114_MARKER: DS = TRIANGULATION STATION DISK
 AG2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG2114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AG2114
 AG2114  HISTORY     - Date     Condition        Report By
 AG2114  HISTORY     - 1934     MONUMENTED       CGS
 AG2114  HISTORY     - 1941     GOOD             CGS
 AG2114  HISTORY     - 1957     MARK NOT FOUND   CGS
 AG2114  HISTORY     - 1959     MARK NOT FOUND   CGS
 AG2114  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 AG2114  HISTORY     - 1977     MARK NOT FOUND   NGS
 AG2114  HISTORY     - 20020127 MARK NOT FOUND   USPSQD
 AG2114
 AG2114                          STATION DESCRIPTION
 AG2114
 AG2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 AG2114'THIS STATION IS ABOUT 4 MILES NE OF THE CENTER OF ST. PETERSBURG, 3
 AG2114'MILES S OF THE GANDY BRIDGE, AND ABOUT 1/4 MILE W OF THE W SHORE
 AG2114'OF OLD TAMPA BAY, IN THE SHORE ACRES DEVELOPMENT.  IT IS IN THE
 AG2114'SE CORNER OF THE INTERSECTION OF EDGEWATER BOULEVARD AND ASPLIN
 AG2114'WAY, 100 FEET E OF THE CENTER LINE OF ASPLIN WAY, 58 FEET S OF
 AG2114'THE CENTER LINE OF EDGEWATER BOULEVARD, ABOUT 150 FEET S OF THE
 AG2114'S SIDE OF PAPYS BAYOU OUTLET INTO TAMPA BAY, 40 FEET W OF THE W
 AG2114'EDGE OF THE WATER IN A SMALL BAYOU LEADING S FROM PAPYS BAYOU,
 AG2114'AND 34 FEET E OF A LARGE AUSTRALIAN PINE TREE WHICH IS THE
 AG2114'MOST NORTHERLY PINE TREE OF A LINE OF TREES ALONG THE E SIDE
 AG2114'OF ASPLIN WAY.  THE MARK PROJECTS 6 INCHES.
 AG2114'
 AG2114'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AG2114'BRONZE DISKS SET IN CONCRETE.
 AG2114'
 AG2114'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 45 FEET E OF THE
 AG2114'CENTER LINE OF ASPLIN WAY, 14 FEET SE OF THE 6TH PINE TREE FROM
 AG2114'THE N AND 16 FEET NE OF THE 7TH PINE TREE.  THE MARK PROJECTS 10
 AG2114'INCHES.
 AG2114'
 AG2114'REFERENCE MARK NO. 2 IS NW OF THE STATION, 52 FEET S OF THE S
 AG2114'EDGE OF PAPYS BAYOU, 100 FEET N OF THE CENTER LINE OF EDGEWATER
 AG2114'BOULEVARD, AND ABOUT 125 FEET W OF THE SMALL BAYOU LEADING S FROM
 AG2114'PAPYS BAYOU.  THE MARK PROJECTS 4 INCHES.
 AG2114'
 AG2114'THE AZIMUTH MARK IS ABOUT 0.1 MILE E OF THE STATION, 58 FEET S
 AG2114'OF THE CENTER LINE OF EDGEWATER BOULEVARD, AND 18 FEET SW OF A
 AG2114'PINE TREE.  THE MARK PROJECTS 6 INCHES.
 AG2114'
 AG2114'TO REACH THE STATION FROM DOWNTOWN ST. PETERSBURG GO N ON FOURTH
 AG2114'STREET FROM THE CITY HALL 4.15 MILES TO A MACADAM CROSS ROAD
 AG2114'MARKED WASHINGTON BOULEVARD.  TURN RIGHT (E) ON WASHINGTON
 AG2114'BOULEVARD AND GO 1.8 MILES TO A MACADAM CROSS ROAD MARKED
 AG2114'NORTHSHORE BOULEVARD.  TURN S ON NORTHSHORE BOULEVARD AND GO 0.6
 AG2114'MILE TO AN ACUTE ANGLE CROSS STREET.  HERE TURN LEFT ON GROVE
 AG2114'AVENUE AND GO 0.5 MILE OR 0.2 MILE BEYOND BAYOU GRANDE
 AG2114'BOULEVARD TO EDGEWATER BOULEVARD.  CONTINUE AHEAD ON EDGEWATER
 AG2114'BOULEVARD FOR 0.4 MILE TO THE STATION.
 AG2114'
 AG2114'A SIGNAL OVER 10 FEET HIGH CAN BE SEEN FROM A LARGE PART OF
 AG2114'TAMPA BAY.
 AG2114'
 AG2114'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 AG2114
 AG2114                          STATION RECOVERY (1941)
 AG2114
 AG2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC)
 AG2114'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE 1934
 AG2114'DESCRIPTION BY G.L. ANDERSON.
 AG2114'
 AG2114'1. IT IS IN THE SE CORNER OF THE INTERSECTION OF BAYOU GRANDE
 AG2114'BOULEVARD, AND ASPLIN WAY, INSTEAD OF EDGEWATER BOULEVARD AND
 AG2114'ASPLIN WAY.
 AG2114'
 AG2114'2. NOTE ALL REFERENCE TO EDGEWATER BOULEVARD, SHOULD BE CHANGED
 AG2114'TO BAYOU GRANDE BOULEVARD.
 AG2114'
 AG2114'3. DELETE, 34 FEET E OF A LARGE AUSTRALIAN PINE TREE, AS TREE
 AG2114'HAS BEEN DESTROYED.
 AG2114'
 AG2114'4. DELETE, 16 FEET NE OF THE 7TH PINE TREE, AS IT HAS BEEN
 AG2114'DESTROYED.
 AG2114'
 AG2114'5. NOTE REFERENCE TO PINE TREES INADEQUATE, AS THERE ARE TOO
 AG2114'MANY PINE TREES IN THE VICINITY.
 AG2114'
 AG2114'6. THE AZIMUTH MARK IS ABOUT 0.1 MILE W OF THE STATION, INSTEAD
 AG2114'OF 0.1 MILE E OF THE STATION.
 AG2114'
 AG2114'THE REVISED DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT
 AG2114'6.9 MILES N AND E FROM THE POST OFFICE AT ST. PETERSBURG, ON THE
 AG2114'WESTERLY SHORE OF TAMPA BAY, AND ABOUT 0.25 MILE W OF MERMAID
 AG2114'POINT WHICH IS LOCATED AT THE MOUTH OF PAPYS BAYOU.  IT IS IN THE
 AG2114'SE CORNER OF THE INTERSECTION OF BAYOU GRANDE BOULEVARD AND
 AG2114'ASPLIN WAY, 58 FEET S OF THE CENTER LINE OF BAYOU GRANDE
 AG2114'BOULEVARD, 100 FEET E OF THE CENTER LINE OF ASPLIN WAY, 59 FEET
 AG2114'FROM THE SW CORNER OF A BRIDGE OF A SMALL BAYOU RUNNING IN N
 AG2114'AND S DIRECTION, 36.4 FEET SW FROM THE END OF SIDEWALK.
 AG2114'
 AG2114'STATION MARK IS A STANDARD DISK, STAMPED ASPLIN 1934, SET IN
 AG2114'THE TOP OF A 12-INCH CONCRETE CYLINDER.
 AG2114'
 AG2114'REFERENCE MARK NO. 1 IS 55.65 METERS
 AG2114'FROM THE STATION.  IT IS A STANDARD DISK
 AG2114'STAMPED ASPLIN NO. 2, 1934, SET IN THE TOP OF A 12-INCH CONCRETE
 AG2114'CYLINDER.
 AG2114'
 AG2114'REFERENCE MARK NO. 2 IS 63.8 METERS
 AG2114'FROM THE STATION.  IT IS A STANDARD
 AG2114'DISK, STAMPED ASPLIN NO. 2, 1934, SET IN THE TOP OF A 12-INCH
 AG2114'CONCRETE CYLINDER.
 AG2114'
 AG2114'ALL MARKS PROJECT 5 INCHES ABOVE THE GROUND.
 AG2114'
 AG2114'TO REACH THE STATION FROM THE POST OFFICE AT ST. PETERSBURG,
 AG2114'PROCEED AS FOLLOWS, GO N ON FOURTH STREET FOR ABOUT 3.9 MILES,
 AG2114'THEN TURN E ON WASHINGTON BOULEVARD (SIXTY-SECOND STREET N) FOR
 AG2114'ABOUT 1.85 MILES TO ITS INTERSECTION WITH BAYOU GRANDE BOULEVARD,
 AG2114'THEN S ON BAYOU GRANDE BOULEVARD 0.65 MILE TO A BRIDGE OVER THE
 AG2114'CANAL, THEN E 0.2 MILE ON NEBRASKA AVENUE TO BAYOU GRANDE
 AG2114'BOULEVARD, THEN SE 0.2 MILE TO ASPLIN WAY, ARRIVING AT THE
 AG2114'LOCATION OF THE STATION.  THE TRIANGULATION STATION MARK IS IN
 AG2114'GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 ARE IN GOOD
 AG2114'CONDITION.
 AG2114
 AG2114                          STATION RECOVERY (1957)
 AG2114
 AG2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW)
 AG2114'STATION AND REFERENCE MARK 2 COULD NOT BE FOUND.  REFERENCE MARK
 AG2114'1 WAS RECOVERED IN GOOD CONDITION.
 AG2114'
 AG2114'A RESIDENCE HAS BEEN BUILT ON THE STATION SITE AND THE
 AG2114'REFERENCE MEASUREMENTS WOULD PLACE THE STATION IN THE
 AG2114'LAWN.  PERMISSION TO DIG FOR THE STATION COULD NOT BE OBTAINED.
 AG2114'
 AG2114'IT IS RECOMMENDED THIS STATION BE CLASSIFIED LOST.
 AG2114
 AG2114                          STATION RECOVERY (1959)
 AG2114
 AG2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AG2114'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED IN JUNE 1959.  THE
 AG2114'PROPERTY OWNER WAS INTERVIEWED BUT NOT MUCH INFORMATION WAS
 AG2114'OBTAINED.  SHE STATED THAT SHE HAD SEEN THE STATION BEFORE HER
 AG2114'HOUSE WAS BUILT BUT HAD NOT SEEN IT SINCE.  REFERENCE MARKS 1
 AG2114'AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE LINES
 AG2114'FROM THE STATION SITE TO THE REFERENCE MARKS ARE NOW OBSTRUCTED
 AG2114'BY HOUSES.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 AG2114'RECOVERED.
 AG2114'
 AG2114'REFERENCE MARK 1 IS LOCATED IN THE NE PART OF ST. PETERSBURG,
 AG2114'ABOUT 300 YD. W OF THE E END OF BAYOU GRANDE BOULEVARD, ABOUT
 AG2114'100 YD. SW OF A SMALL WOODEN BRIDGE ACROSS A SMALL BAYOU LEADING
 AG2114'S FROM PAPYS BAYOU, 73 FT. SW OF THE SW CORNER OF THE BRICK
 AG2114'HOUSE AT 2180 BAYOU GRANDE BOULEVARD, 202 FT. S OF THE CENTERLINE
 AG2114'OF BAYOU GRANDE BOULEVARD, 22 FT. E OF THE E EDGE OF A SIDEWALK
 AG2114'AND 14 FT. SE OF AN 18-IN. PINE TREE.  A REFERENCE MARK DISK
 AG2114'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 0.6 FT.
 AG2114'ABOVE THE GROUND, STAMPED ASPLIN NO 1 1934.
 AG2114'
 AG2114'REFERENCE MARK 2 IS ABOUT 50 YD. NW OF THE SMALL WOODEN BRIDGE,
 AG2114'101 FT. N OF THE CENTERLINE OF BAYOU GRANDE BOULEVARD AND 20
 AG2114'FT. W OF THE NW CORNER OF A CONCRETE BLOCK HOUSE.  A REFERENCE
 AG2114'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 AG2114'PROJECTS 0.2 FT. ABOVE THE GROUND, STAMPED ASPLIN NO 2 1934.
 AG2114'
 AG2114'TO REACH THE STATION SITE FROM THE INTERSECTION OF FOURTH
 AG2114'STREET NORTH AND SIXTY-SECOND AVENUE NORTH IN THE NE PART OF
 AG2114'ST. PETERSBURG, GO 1.9 MI. E ALONG SIXTY-SECOND AVENUE NORTH TO
 AG2114'ITS JUNCTION WITH BAYOU GRANDE BOULEVARD, TURN RIGHT AND GO 1.9
 AG2114'MI. SE ALONG BAYOU GRANDE BOULEVARD TO HOUSE NO. 2180 AND THE
 AG2114'STATION SITE.
 AG2114
 AG2114                          STATION RECOVERY (1973)
 AG2114
 AG2114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (WHT)
 AG2114'UNABLE TO RECOVER, HOUSES BUILT ON AREA.
 AG2114
 AG2114                          STATION RECOVERY (1977)
 AG2114
 AG2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 AG2114'RM NO. 1 WAS THE ONLY THING FOUND AT THIS LOCATION.  THE STATION AND
 AG2114'RM NO. 2 WERE PREVIOUSLY REPORTED LOST.  A NEW HOUSE IS BEING
 AG2114'CONSTRUCTED AT THE SITE OF AND BEHIND RM NO. 1 BUT IT SHOULD
 AG2114'NOT DISTURB THE MARK.  THE DESCRIPTION BY ALW IN 1959 IS ADEQUATE
 AG2114'TO REACH RM NO. 1.
 AG2114
 AG2114                          STATION RECOVERY (2002)
 AG2114
 AG2114'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCK)
 AG2114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5286 ***********************************************************************
 AG5286  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5286  DESIGNATION -  ASPLIN RM 1
 AG5286  PID         -  AG5286
 AG5286  STATE/COUNTY-  FL/PINELLAS
 AG5286  USGS QUAD   -  PORT TAMPA (1983)
 AG5286
 AG5286                         *CURRENT SURVEY CONTROL
 AG5286  ___________________________________________________________________
 AG5286* NAD 83(1986)-  27 49 17.     (N)    082 35 59.     (W)     SCALED    
 AG5286* NAVD 88     -         1.093  (meters)       3.59   (feet)  ADJUSTED  
 AG5286  ___________________________________________________________________
 AG5286  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AG5286  DYNAMIC HT  -           1.091 (meters)       3.58  (feet)  COMP
 AG5286  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AG5286
 AG5286  VERT ORDER  -  FIRST     CLASS I
 AG5286
 AG5286.The horizontal coordinates were scaled from a topographic map and have
 AG5286.an estimated accuracy of +/- 6 seconds.
 AG5286
 AG5286.The orthometric height was determined by differential leveling
 AG5286.and adjusted by the National Geodetic Survey in June 1991..
 AG5286
 AG5286.This Tidal Bench Mark is designated as VM 10655
 AG5286.by the Center for Operational Oceanographic Products and Services.
 AG5286
 AG5286.The geoid height was determined by GEOID03.
 AG5286
 AG5286.The dynamic height is computed by dividing the NAVD 88
 AG5286.geopotential number by the normal gravity value computed on the
 AG5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5286.degrees latitude (g = 980.6199 gals.).
 AG5286
 AG5286.The modeled gravity was interpolated from observed gravity values.
 AG5286
 AG5286;                    North         East    Units  Estimated Accuracy
 AG5286;SPC FL W     -   386,560.      140,920.      MT  (+/- 180 meters Scaled)
 AG5286
 AG5286                          SUPERSEDED SURVEY CONTROL
 AG5286
 AG5286  NGVD 29 (??/??/92)    1.355  (m)            4.45   (f) ADJ UNCH    1 1
 AG5286
 AG5286.Superseded values are not recommended for survey control.
 AG5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5286.See file dsdata.txt to determine how the superseded data were derived.
 AG5286
 AG5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL424784(NAD 83)
 AG5286_MARKER: DR = REFERENCE MARK DISK
 AG5286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5286_STAMPING: ASPLIN NO 1 1934
 AG5286_MARK LOGO: CGS   
 AG5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5286+STABILITY: SURFACE MOTION
 AG5286
 AG5286  HISTORY     - Date     Condition        Report By
 AG5286  HISTORY     - 1934     MONUMENTED       CGS
 AG5286  HISTORY     - 1966     GOOD             NGS
 AG5286  HISTORY     - 1975     GOOD             NGS
 AG5286  HISTORY     - 1982     GOOD             FLDNR
 AG5286  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AG5286  HISTORY     - 20031210 MARK NOT FOUND   USPSQD
 AG5286
 AG5286                          STATION DESCRIPTION
 AG5286
 AG5286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5286'7 MI NE FROM ST PETERSBURG.
 AG5286'ABOUT 3.9 MILES NORTH ALONG N. 4TH STREET FROM THE POST OFFICE AT
 AG5286'ST. PETERSBURG, THENCE ABOUT 1.7 MILES EAST ALONG 62ND AVENUE
 AG5286'NORTH, THENCE ABOUT 0.8 MILE SOUTH ALONG BAYOU GRANDE BOULEVARD,
 AG5286'THENCE ABOUT 0.15 MILE EAST ALONG NEBRASKA AVENUE, THENCE ABOUT
 AG5286'0.5 MILE SOUTHEAST ALONG BAYOU GRANDE BOULEVARD, NEAR THE JUNCTION
 AG5286'OF JERSEY AVENUE NE., IN THE LAWN OF HOUSE AT 2180 BAYOU GRANDE
 AG5286'BOULEVARD, 72 YARDS SOUTH OF THE CENTER OF THE JUNCTION, 73.0
 AG5286'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE (A LARGE
 AG5286'ONE STORY BRICK HOUSE), 51.0 FEET EAST OF THE CENTER LINE OF THE
 AG5286'AVENUE, 52 FEET SOUTH OF THE SOUTH EDGE OF DRIVE LEADING TO
 AG5286'BACK OF HOUSE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET
 AG5286'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.  TIDAL STA 3-38
 AG5286'TIDAL 4.
 AG5286
 AG5286                          STATION RECOVERY (1975)
 AG5286
 AG5286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5286'RECOVERED IN GOOD CONDITION.
 AG5286
 AG5286                          STATION RECOVERY (1982)
 AG5286
 AG5286'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5286'RECOVERED IN GOOD CONDITION.
 AG5286
 AG5286                          STATION RECOVERY (1998)
 AG5286
 AG5286'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5286'MARK NOT FOUND.
 AG5286
 AG5286                          STATION RECOVERY (2003)
 AG5286
 AG5286'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG5286'NOT FOUND. LONGTIME OWNER HAS NO KNOWLEDGE OF MARKER IN YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2253 ***********************************************************************
 AQ2253  DESIGNATION -  ASTOR FIRE TOWER
 AQ2253  PID         -  AQ2253
 AQ2253  STATE/COUNTY-  FL/LAKE
 AQ2253  USGS QUAD   -  ASTOR (1983)
 AQ2253
 AQ2253                         *CURRENT SURVEY CONTROL
 AQ2253  ___________________________________________________________________
 AQ2253* NAD 83(1990)-  29 07 47.59763(N)    081 32 03.43230(W)     ADJUSTED  
 AQ2253* NAVD 88     -                                                        
 AQ2253  ___________________________________________________________________
 AQ2253  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AQ2253  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AQ2253
 AQ2253  HORZ ORDER  -  THIRD
 AQ2253
 AQ2253.The horizontal coordinates were established by classical geodetic methods
 AQ2253.and adjusted by the National Geodetic Survey in May 1991..
 AQ2253
 AQ2253
 AQ2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2253
 AQ2253.The geoid height was determined by GEOID03.
 AQ2253
 AQ2253;                    North         East     Units Scale Factor Converg.
 AQ2253;SPC FL E     -   531,543.605   148,007.559   MT  0.99997452   -0 15 36.3
 AQ2253;SPC FL E     - 1,743,905.98    485,588.13   sFT  0.99997452   -0 15 36.3
 AQ2253;SPC FL W     -   531,515.257   245,319.342   MT  0.99996651   +0 13 36.2
 AQ2253;SPC FL W     - 1,743,812.97    804,851.87   sFT  0.99996651   +0 13 36.2
 AQ2253;UTM  17      - 3,222,494.226   448,025.299   MT  0.99963333   -0 15 36.3
 AQ2253
 AQ2253                          SUPERSEDED SURVEY CONTROL
 AQ2253
 AQ2253  NAD 83(1986)-  29 07 47.60754(N)    081 32 03.43962(W) AD(       ) 4
 AQ2253  NAD 27      -  29 07 46.67743(N)    081 32 04.18427(W) AD(       ) 3
 AQ2253
 AQ2253.Superseded values are not recommended for survey control.
 AQ2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2253.See file dsdata.txt to determine how the superseded data were derived.
 AQ2253
 AQ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4802522494(NAD 83)
 AQ2253_MARKER: 55 = TOWER
 AQ2253
 AQ2253  HISTORY     - Date     Condition        Report By
 AQ2253  HISTORY     - 1968     FIRST OBSERVED   CGS
 AQ2253
 AQ2253                          STATION DESCRIPTION
 AQ2253
 AQ2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 AQ2253'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF ASTOR.
 AQ2253'
 AQ2253'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40
 AQ2253'AND S-445A IN THE EAST PART OF ASTOR PARK GO EAST ON STATE
 AQ2253'HIGHWAY 40 FOR 2.5 MILES TO A SAND ROAD RIGHT.  TURN RIGHT ONTO
 AQ2253'SAND ROAD AND GO SOUTH FOR 2.2 MILES TO THE STATION ON THE RIGHT.
 AQ2253'
 AQ2253'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH A METAL
 AQ2253'LOOKOUT HOUSE ON TOP.  THE TOWER IS 115 FEET IN HEIGHT.
 AQ2253'
 AQ2253'POINT INTERSECTED WAS THE TOP CENTER OF THE LOOKOUT HOUSE.
 AQ2253'
 AQ2253'THE TOWER IS OWNED BY THE U.S. FOREST SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0763 ***********************************************************************
 AQ0763  DESIGNATION -  ASTOR PARK
 AQ0763  PID         -  AQ0763
 AQ0763  STATE/COUNTY-  FL/LAKE
 AQ0763  USGS QUAD   -  ASTOR (1983)
 AQ0763
 AQ0763                         *CURRENT SURVEY CONTROL
 AQ0763  ___________________________________________________________________
 AQ0763* NAD 83(1990)-  29 09 06.98690(N)    081 34 17.01833(W)     ADJUSTED  
 AQ0763* NAVD 88     -        17.600  (meters)      57.74   (feet)  ADJUSTED  
 AQ0763  ___________________________________________________________________
 AQ0763  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AQ0763  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ0763  DYNAMIC HT  -          17.575 (meters)      57.66  (feet)  COMP
 AQ0763  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 AQ0763
 AQ0763  HORZ ORDER  -  SECOND
 AQ0763  VERT ORDER  -  FIRST     CLASS II
 AQ0763
 AQ0763.The horizontal coordinates were established by classical geodetic methods
 AQ0763.and adjusted by the National Geodetic Survey in May 1991..
 AQ0763
 AQ0763.The orthometric height was determined by differential leveling
 AQ0763.and adjusted by the National Geodetic Survey in June 1991..
 AQ0763
 AQ0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ0763
 AQ0763.The geoid height was determined by GEOID03.
 AQ0763
 AQ0763.The dynamic height is computed by dividing the NAVD 88
 AQ0763.geopotential number by the normal gravity value computed on the
 AQ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0763.degrees latitude (g = 980.6199 gals.).
 AQ0763
 AQ0763.The modeled gravity was interpolated from observed gravity values.
 AQ0763
 AQ0763;                    North         East     Units Scale Factor Converg.
 AQ0763;SPC FL E     -   534,004.753   144,408.394   MT  0.99997930   -0 16 42.1
 AQ0763;SPC FL E     - 1,751,980.59    473,779.87   sFT  0.99997930   -0 16 42.1
 AQ0763;SPC FL W     -   533,945.696   241,699.434   MT  0.99996263   +0 12 31.6
 AQ0763;SPC FL W     - 1,751,786.84    792,975.56   sFT  0.99996263   +0 12 31.6
 AQ0763;UTM  17      - 3,224,954.534   444,427.362   MT  0.99963811   -0 16 42.1
 AQ0763
 AQ0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0763!SPC FL E     -   1.00000168  x   0.99997930  =   0.99998098
 AQ0763!SPC FL W     -   1.00000168  x   0.99996263  =   0.99996431
 AQ0763!UTM  17      -   1.00000168  x   0.99963811  =   0.99963979
 AQ0763
 AQ0763|---------------------------------------------------------------------|
 AQ0763| PID    Reference Object                     Distance      Geod. Az  |
 AQ0763|                                                           dddmmss.s |
 AQ0763| AQ0764 ASTOR PARK RM 4                      31.179 METERS 00858     |
 AQ0763| AQ0766 ASTOR PARK RM 6                      63.560 METERS 01917     |
 AQ0763| CW3285 ASTOR PARK RM 1                      32.903 METERS 13603     |
 AQ0763| CW3286 ASTOR PARK RM 2                      34.263 METERS 22904     |
 AQ0763| AQ0765 ASTOR PARK RM 5                      65.835 METERS 26121     |
 AQ0763| AQ0756 ASTOR PARK RM 3                                    3384211.1 |
 AQ0763|---------------------------------------------------------------------|
 AQ0763
 AQ0763                          SUPERSEDED SURVEY CONTROL
 AQ0763
 AQ0763  NAD 83(1986)-  29 09 06.99688(N)    081 34 17.02545(W) AD(       ) 2
 AQ0763  NAD 27      -  29 09 06.06976(N)    081 34 17.76471(W) AD(       ) 2
 AQ0763  NGVD 29 (??/??/92)   17.918  (m)           58.79   (f) ADJ UNCH    1 2
 AQ0763
 AQ0763.Superseded values are not recommended for survey control.
 AQ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0763.See file dsdata.txt to determine how the superseded data were derived.
 AQ0763
 AQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4442724955(NAD 83)
 AQ0763_MARKER: DS = TRIANGULATION STATION DISK
 AQ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0763_SP_SET: SQUARE CONCRETE MONUMENT
 AQ0763_STAMPING: ASTOR PARK 1935
 AQ0763_MARK LOGO: CGS   
 AQ0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0763+STABILITY: SURFACE MOTION
 AQ0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0763+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1998
 AQ0763
 AQ0763  HISTORY     - Date     Condition        Report By
 AQ0763  HISTORY     - 1935     MONUMENTED       CGS
 AQ0763  HISTORY     - 1935     GOOD             CGS
 AQ0763  HISTORY     - 1954     GOOD             USN
 AQ0763  HISTORY     - 1963     GOOD             CGS
 AQ0763  HISTORY     - 1968     GOOD             NGS
 AQ0763  HISTORY     - 1968     GOOD             CGS
 AQ0763  HISTORY     - 1981     MARK NOT FOUND   FLDNR
 AQ0763  HISTORY     - 1990     GOOD             USPSQD
 AQ0763  HISTORY     - 19910323 GOOD             USPSQD
 AQ0763  HISTORY     - 19910402 SEE DESCRIPTION  HEIDT
 AQ0763  HISTORY     - 19980105 GOOD             FLDEP
 AQ0763
 AQ0763                          STATION DESCRIPTION
 AQ0763
 AQ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 AQ0763'THE STATION IS LOCATED IN THE VILLAGE OF ASTOR PARK, ABOUT 3
 AQ0763'MILES W OF THE ST. JOHNS RIVER.  IT IS ABOUT 31 METERS SE OF
 AQ0763'THE EDGE OF THE HIGHWAY, 68 METERS E OF THE CENTER OF THE ROAD
 AQ0763'JUNCTION, 27 METERS E OF THE STORE AND 15 METERS SE OF THE
 AQ0763'SE CORNER OF THE GARAGE, ON THE PROPERTY OF VICTOR SAARI.
 AQ0763'
 AQ0763'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AQ0763'BRONZE DISKS SET IN CONCRETE.
 AQ0763'
 AQ0763'REFERENCE MARK NO. 1 IS SE OF THE STATION.  REFERENCE MARK NO. 2
 AQ0763'IS SW OF THE STATION.  REFERENCE MARK NO. 3, THE AZIMUTH
 AQ0763'MARK, IS NW OF THE STATION ABOUT 0.2 MILE NEAR A FENCE LINE ON
 AQ0763'THE E SIDE OF HIGHWAY 19.
 AQ0763'
 AQ0763'TO REACH FROM HIGHWAY 17 AT BARBERVILLE, SET 0.0 AND TURN W
 AQ0763'ON HIGHWAY 19 AND HIGHWAY 55.  AT 6.3 CROSS THE ST. JOHNS RIVER.  AT
 AQ0763'9.7 REACH THE JUNCTION OF THE HIGHWAYS AT ASTOR PARK.  THE
 AQ0763'STATION IS SE OF THE HIGHWAY BEHIND A GARAGE.
 AQ0763'
 AQ0763'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AQ0763
 AQ0763                          STATION RECOVERY (1935)
 AQ0763
 AQ0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 AQ0763'RECOVERED IN GOOD CONDITION.
 AQ0763
 AQ0763                          STATION RECOVERY (1954)
 AQ0763
 AQ0763'RECOVERY NOTE BY US NAVY 1954
 AQ0763'DESCRIPTION IS ADEQUATE.  CONDITION GOOD.  REFERENCE MARKS 1
 AQ0763'AND 2 ARE DAMAGED.
 AQ0763
 AQ0763                          STATION RECOVERY (1963)
 AQ0763
 AQ0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AQ0763'THE STATION MARK AND REFERENCE MARK 3 (AZIMUTH MARK) WERE
 AQ0763'RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 HAD BEEN
 AQ0763'DESTROYED AND THE DISKS WERE RECLAIMED.  TWO NEW REFERENCE
 AQ0763'MARKS WERE SET AT THIS TIME.  BUILDINGS NOW BLOCK THE LINE
 AQ0763'FROM STATION TO AZIMUTH MARK.
 AQ0763'
 AQ0763'THE STATION IS LOCATED IN ASTOR PARK ON A SMALL HILL ON THE
 AQ0763'SOUTH SIDE OF STATE ROAD S445A, ABOUT 0.2 MILE SOUTHWEST OF
 AQ0763'THE JUNCTION WITH STATE ROAD 40.
 AQ0763'
 AQ0763'STATION MARK IS A STANDARD DISK STAMPED ASTOR PARK 1935, SET
 AQ0763'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 AQ0763'INCHES, 234 FEET EAST OF A DIRT ROAD, 118 FEET SOUTH OF STATE
 AQ0763'ROAD S445A, 90 FEET EAST OF THE SOUTHEAST CORNER OF A
 AQ0763'ONE-STORIED HOUSE, 49.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AQ0763'OF THE OLD GARAGE FOUNDATION, 5.5 FEET NORTH OF A 14-INCH PINE
 AQ0763'TREE AND 1 FOOT SOUTH OF A WITNESS SIGN.
 AQ0763'
 AQ0763'REFERENCE MARK 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 AQ0763'ASTOR PARK NO 3 1935 AZI, SET IN THE TOP OF A 12-INCH SQUARE
 AQ0763'CONCRETE MONUMENT PROJECTING 6 INCHES, 100 FEET NORTH OF THE
 AQ0763'INTERSECTION OF STATE ROAD 40 AND A PAVED ROAD, SOUTH, AND 50
 AQ0763'FEET WEST OF A LANE LEADING NORTH TO A HOUSE.  TO REACH THE
 AQ0763'AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON STATE ROAD S445A
 AQ0763'FOR 0.5 MILE TO A PAVED ROAD, RIGHT.  TURN RIGHT AND GO 0.2
 AQ0763'MILE TO STATE ROAD 40 AND THE AZIMUTH MARK.
 AQ0763'
 AQ0763'REFERENCE MARK 4, A STANDARD DISK STAMPED ASTOR PARK NO 4
 AQ0763'1935, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 AQ0763'PROJECTING 2 INCHES, IS 34.5 FEET SOUTH OF THE CENTER OF STATE
 AQ0763'ROAD S445A, 3 FEET SOUTH OF A POWER POLE AND 1 FOOT SOUTH OF
 AQ0763'A WITNESS SIGN.
 AQ0763'
 AQ0763'REFERENCE MARK 5 IS A STANDARD DISK STAMPED ASTOR PARK NO 5
 AQ0763'1935, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 AQ0763'PROJECTING 2 INCHES, 63 FEET SOUTH OF THE CENTER LINE OF STATE
 AQ0763'ROAD S445A, 15 FEET EAST OF A DIRT ROAD, SOUTH, 11 FEET WEST
 AQ0763'OF A 20-INCH OAK TREE AND 1 FOOT EAST OF A WITNESS SIGN.
 AQ0763
 AQ0763                          STATION RECOVERY (1968)
 AQ0763
 AQ0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AQ0763'3.2 MI W FROM ASTOR.
 AQ0763'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0763'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, THENCE 0.15
 AQ0763'MILE WEST ALONG HIGHWAY S 445 A, AT ASTOR PARK, ON THE TOP OF
 AQ0763'A SMALL SAND HILL, IN A GROVE OF PINE TREES, 120 FEET SOUTH OF
 AQ0763'THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTHEAST OF THE SOUTHEAST
 AQ0763'CORNER OF A HOUSE, 5 FEET NORTH OF A 6-INCH PINE TREE, 102 FEET
 AQ0763'SOUTHWEST OF ASTOR PARK RM 4, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY
 AQ0763'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 AQ0763'THE LEVEL OF THE GROUND.
 AQ0763
 AQ0763                          STATION RECOVERY (1968)
 AQ0763
 AQ0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 AQ0763'STATION, REFERENCE MARKS 3,4 AND 5 WERE RECOVERED AND FOUND IN
 AQ0763'GOOD CONDITION.  REFERENCE MARKS 4 AND 5 HAVE REPLACED
 AQ0763'REFERENCE MARKS 1 AND 2.  A RECOVERY NOTE WAS NOT SENT OUT FOR
 AQ0763'THIS PROJECT.  REFERENCE MARK 6 WAS ESTABLISHED AND OCCUPIED
 AQ0763'AT THIS TIME.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION
 AQ0763'FOLLOWS.
 AQ0763'
 AQ0763'STATION IS LOCATED ABOUT 18-1/2 MILES NORTHWEST OF DE LAND, 3
 AQ0763'MILES WEST OF ASTOR, IN THE SMALL VILLAGE OF ASTOR PARK AND
 AQ0763'ON PROPERTY OWNED BY MR. JOSEPH SCRAVEIRO.
 AQ0763'
 AQ0763'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40
 AQ0763'AND S 445 A AT THE EAST EDGE OF ASTOR PARK, GO SOUTHWEST ON
 AQ0763'STATE HIGHWAY S445 A FOR 0.15 MILE TO STATION ON LEFT AS DESCRIBED.
 AQ0763'
 AQ0763'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 AQ0763'
 AQ0763'STATION MARK, STAMPED ASTOR PARK 1935, PROJECTS 2 INCHES.  IT
 AQ0763'IS 119.3 FEET SOUTH OF CENTER OF HIGHWAY, 108.5 FEET SOUTHEAST
 AQ0763'OF NORTHEAST CORNER OF HOUSE, 105.5 FEET SOUTHWEST OF POWER
 AQ0763'POLE NUMBER R2DD205 (WITH TRANSFORMER) AND 90.3 FEET SOUTHEAST
 AQ0763'OF THE SOUTHEAST CORNER OF HOUSE.
 AQ0763'
 AQ0763'RM 4, STAMPED ASTOR PARK NO 4 1935, PROJECTS ABOUT 3 INCHES.  IT
 AQ0763'IS 34 FEET SOUTH OF CENTER OF HIGHWAY, 34 FEET SOUTHWEST OF
 AQ0763'WEST END OF METAL CULVERT, 3.6 FEET SOUTH OF POWER POLE
 AQ0763'NUMBER R22DD205 AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 AQ0763'
 AQ0763'RM 5, STAMPED ASTOR PARK NO 5 1935, PROJECTS ABOUT 3 INCHES.  IT
 AQ0763'IS 63 FEET SOUTH OF ROAD INTERSECTION, 41 FEET SOUTHWEST OF
 AQ0763'POWER LINE POLE NUMBER R2DD57, 14 FEET EAST OF CENTER OF SAND
 AQ0763'ROAD AND 1.1 FEET SOUTHEAST OF A METAL WITNESS POST.
 AQ0763'
 AQ0763'RM 6, STAMPED ASTOR PARK 1935 NO 6 1968, IS SET 1 INCH BELOW
 AQ0763'THE SURFACE OF THE GROUND.  IT IS 186.5 FEET EAST OF THE
 AQ0763'SOUTHEAST CORNER OF TILLIES STORE, 107 FEET NORTHEAST OF
 AQ0763'POWER POLE NUMBER R2DD205, 47.7 FEET WEST OF FENCE CORNER,
 AQ0763'31.9 FEET NORTH OF CENTER OF HIGHWAY 11.7 FEET SOUTH OF METAL
 AQ0763'WITNESS POST.
 AQ0763'
 AQ0763'RM 3 (AZ MK), STAMPED ASTOR PARK NO 3 1935, PROJECTS 5
 AQ0763'INCHES.  IT IS ON PROPERTY OF RALPH DORDEN, IS 85.7 FEET NORTH
 AQ0763'OF CENTER OF STATE HIGHWAY 40, 50.5 FEET NORTHEAST OF POWER
 AQ0763'POLE NUMBER R2DD66, 107 FEET WEST OF WEST EDGE OF A LARGE
 AQ0763'CAMPHOR TREE AND 1.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 AQ0763'
 AQ0763'TO REACH THE RM 3 (AZ MK) FROM THE JUNCTION OF STATE HIGHWAYS
 AQ0763'40 AND S 445 A, GO WEST ON STATE HIGHWAY 40 FOR 0.15 MILE TO
 AQ0763'MARK ON RIGHT.
 AQ0763'
 AQ0763'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AQ0763'
 AQ0763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AQ0763'LOCATED IN ASTOR PARK.
 AQ0763
 AQ0763                          STATION RECOVERY (1981)
 AQ0763
 AQ0763'RECOVERY NOTE BY FL DEPT OF NAT RES 1981 (JWM)
 AQ0763'ASTOR PARK 1935 RECOVERED GOOD.
 AQ0763'
 AQ0763'THE STATION, RM 5 AND R.M. 6 WERE RECOVERED AS DESCRIBED, R.M. 4 AND
 AQ0763'THE AZIMUTH MARK WERE NOT FOUND.
 AQ0763'
 AQ0763'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ASTOR PARK.
 AQ0763
 AQ0763                          STATION RECOVERY (1990)
 AQ0763
 AQ0763'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0763'RECOVERED IN GOOD CONDITION.
 AQ0763
 AQ0763                          STATION RECOVERY (1991)
 AQ0763
 AQ0763'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0763'RECOVERED IN GOOD CONDITION.
 AQ0763
 AQ0763                          STATION RECOVERY (1991)
 AQ0763
 AQ0763'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991
 AQ0763'RECOVERED IN GOOD CONDITION.
 AQ0763'THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS.
 AQ0763
 AQ0763                          STATION RECOVERY (1998)
 AQ0763
 AQ0763'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AQ0763'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0756 ***********************************************************************
 AQ0756  DESIGNATION -  ASTOR PARK RM 3
 AQ0756  PID         -  AQ0756
 AQ0756  STATE/COUNTY-  FL/LAKE
 AQ0756  USGS QUAD   -  ASTOR (1983)
 AQ0756
 AQ0756                         *CURRENT SURVEY CONTROL
 AQ0756  ___________________________________________________________________
 AQ0756* NAD 83(1986)-  29 09 13.     (N)    081 34 18.     (W)     SCALED    
 AQ0756* NAVD 88     -        14.569  (meters)      47.80   (feet)  ADJUSTED  
 AQ0756  ___________________________________________________________________
 AQ0756  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AQ0756  DYNAMIC HT  -          14.548 (meters)      47.73  (feet)  COMP
 AQ0756  MODELED GRAV-     979,241.4   (mgal)                       NAVD 88
 AQ0756
 AQ0756  VERT ORDER  -  FIRST     CLASS II
 AQ0756
 AQ0756.The horizontal coordinates were scaled from a topographic map and have
 AQ0756.an estimated accuracy of +/- 6 seconds.
 AQ0756
 AQ0756.The orthometric height was determined by differential leveling
 AQ0756.and adjusted by the National Geodetic Survey in June 1991..
 AQ0756
 AQ0756.The geoid height was determined by GEOID03.
 AQ0756
 AQ0756.The dynamic height is computed by dividing the NAVD 88
 AQ0756.geopotential number by the normal gravity value computed on the
 AQ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0756.degrees latitude (g = 980.6199 gals.).
 AQ0756
 AQ0756.The modeled gravity was interpolated from observed gravity values.
 AQ0756
 AQ0756;                    North         East    Units  Estimated Accuracy
 AQ0756;SPC FL E     -   534,190.      144,380.      MT  (+/- 180 meters Scaled)
 AQ0756
 AQ0756                          SUPERSEDED SURVEY CONTROL
 AQ0756
 AQ0756  NGVD 29 (??/??/92)   14.887  (m)           48.84   (f) ADJ UNCH    1 2
 AQ0756
 AQ0756.Superseded values are not recommended for survey control.
 AQ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0756.See file dsdata.txt to determine how the superseded data were derived.
 AQ0756
 AQ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN444251(NAD 83)
 AQ0756_MARKER: DR = REFERENCE MARK DISK
 AQ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0756_STAMPING: ASTOR PARK NO 3 1935
 AQ0756_MARK LOGO: CGS   
 AQ0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0756+STABILITY: SURFACE MOTION
 AQ0756
 AQ0756  HISTORY     - Date     Condition        Report By
 AQ0756  HISTORY     - 1935     MONUMENTED       CGS
 AQ0756  HISTORY     - 1968     GOOD             NGS
 AQ0756  HISTORY     - 19910323 GOOD             USPSQD
 AQ0756  HISTORY     - 19970211 GOOD             USPSQD
 AQ0756  HISTORY     - 19980105 GOOD             FLDEP
 AQ0756  HISTORY     - 20060110 GOOD             USPSQD
 AQ0756
 AQ0756                          STATION DESCRIPTION
 AQ0756
 AQ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0756'3.3 MI W FROM ASTOR.
 AQ0756'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0756'OF THE DRAWBRIDGE AT ASTOR OVER THE ST JOHNS RIVER, ABOUT 0.15
 AQ0756'MILE NORTH OF ASTOR PARK RM 5 DESCRIBED, AT ASTOR PARK, NEAR THE
 AQ0756'JUNCTION OF A BLACKTOP ROAD LEADING SOUTH TO STATE HIGHWAY
 AQ0756'S 445 A, 118 FEET WEST OF THE SOUTHWEST CORNER OF A ONE STORY
 AQ0756'WHITE HOUSE, 84 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 AQ0756'10, 61.5 FEET NORTHWEST OF THE WEST END OF AN 18-INCH PIPE CULVERT
 AQ0756'UNDER DRIVEWAY, 50 FEET NORTHEAST OF A POWER LINE POLE (POLE
 AQ0756'NUMBER R2 DD 66) 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 AQ0756'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AQ0756'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0756
 AQ0756                          STATION RECOVERY (1991)
 AQ0756
 AQ0756'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0756'RECOVERED IN GOOD CONDITION.
 AQ0756
 AQ0756                          STATION RECOVERY (1997)
 AQ0756
 AQ0756'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0756'RECOVERED IN GOOD CONDITION.
 AQ0756
 AQ0756                          STATION RECOVERY (1998)
 AQ0756
 AQ0756'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AQ0756'RECOVERED AS DESCRIBED.
 AQ0756
 AQ0756                          STATION RECOVERY (2006)
 AQ0756
 AQ0756'RECOVERY NOTE BY US POWER SQUADRON 2006
 AQ0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0764 ***********************************************************************
 AQ0764  DESIGNATION -  ASTOR PARK RM 4
 AQ0764  PID         -  AQ0764
 AQ0764  STATE/COUNTY-  FL/LAKE
 AQ0764  USGS QUAD   -  ASTOR (1983)
 AQ0764
 AQ0764                         *CURRENT SURVEY CONTROL
 AQ0764  ___________________________________________________________________
 AQ0764* NAD 83(1986)-  29 09 07.     (N)    081 34 19.     (W)     SCALED    
 AQ0764* NAVD 88     -        16.271  (meters)      53.38   (feet)  ADJUSTED  
 AQ0764  ___________________________________________________________________
 AQ0764  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ0764  DYNAMIC HT  -          16.248 (meters)      53.31  (feet)  COMP
 AQ0764  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 AQ0764
 AQ0764  VERT ORDER  -  FIRST     CLASS II
 AQ0764
 AQ0764.The horizontal coordinates were scaled from a topographic map and have
 AQ0764.an estimated accuracy of +/- 6 seconds.
 AQ0764
 AQ0764.The orthometric height was determined by differential leveling
 AQ0764.and adjusted by the National Geodetic Survey in June 1991..
 AQ0764
 AQ0764.The geoid height was determined by GEOID03.
 AQ0764
 AQ0764.The dynamic height is computed by dividing the NAVD 88
 AQ0764.geopotential number by the normal gravity value computed on the
 AQ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0764.degrees latitude (g = 980.6199 gals.).
 AQ0764
 AQ0764.The modeled gravity was interpolated from observed gravity values.
 AQ0764
 AQ0764;                    North         East    Units  Estimated Accuracy
 AQ0764;SPC FL E     -   534,010.      144,360.      MT  (+/- 180 meters Scaled)
 AQ0764
 AQ0764                          SUPERSEDED SURVEY CONTROL
 AQ0764
 AQ0764  NGVD 29 (??/??/92)   16.589  (m)           54.43   (f) ADJ UNCH    1 2
 AQ0764
 AQ0764.Superseded values are not recommended for survey control.
 AQ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0764.See file dsdata.txt to determine how the superseded data were derived.
 AQ0764
 AQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN443249(NAD 83)
 AQ0764_MARKER: DR = REFERENCE MARK DISK
 AQ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0764_STAMPING: ASTOR PARK NO 4 1935
 AQ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0764+STABILITY: SURFACE MOTION
 AQ0764
 AQ0764  HISTORY     - Date     Condition        Report By
 AQ0764  HISTORY     - 1963     MONUMENTED       CGS
 AQ0764  HISTORY     - 1968     GOOD             NGS
 AQ0764  HISTORY     - 1990     GOOD             USPSQD
 AQ0764  HISTORY     - 19910323 GOOD             USPSQD
 AQ0764  HISTORY     - 19970211 GOOD             USPSQD
 AQ0764
 AQ0764                          STATION DESCRIPTION
 AQ0764
 AQ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0764'3.2 MI W FROM ASTOR.
 AQ0764'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0764'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, THENCE
 AQ0764'0.15 MILE WEST ALONG HIGHWAY S 445 A, AT ASTOR PARK, 83 YARDS
 AQ0764'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 AQ0764'BLACKTOPPED ROAD LEADING NORTH TO STATE HIGHWAY 40, 137.5 FEET
 AQ0764'EAST OF THE NORTHEAST CORNER OF A RESIDENCE, 34 FEET SOUTHWEST OF
 AQ0764'THE WEST END OF AN 18-INCH PIPE CULVERT UNDER A DRIVEWAY, 34
 AQ0764'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET SOUTH
 AQ0764'OF POWER LINE POLE R 2 DD 205, 102 FEET NORTHEAST OF THE STATION
 AQ0764'MARK DESCRIBED, 122 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 AQ0764'ASTOR PARK RM 6 DESCRIBED, 1 FOOT SOUTH OF A METAL WITNESS POST,
 AQ0764'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AQ0764'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0764
 AQ0764                          STATION RECOVERY (1990)
 AQ0764
 AQ0764'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0764'RECOVERED IN GOOD CONDITION.
 AQ0764
 AQ0764                          STATION RECOVERY (1991)
 AQ0764
 AQ0764'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0764'RECOVERED IN GOOD CONDITION.
 AQ0764
 AQ0764                          STATION RECOVERY (1997)
 AQ0764
 AQ0764'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0765 ***********************************************************************
 AQ0765  DESIGNATION -  ASTOR PARK RM 5
 AQ0765  PID         -  AQ0765
 AQ0765  STATE/COUNTY-  FL/LAKE
 AQ0765  USGS QUAD   -  ASTOR (1983)
 AQ0765
 AQ0765                         *CURRENT SURVEY CONTROL
 AQ0765  ___________________________________________________________________
 AQ0765* NAD 83(1986)-  29 09 07.     (N)    081 34 19.     (W)     SCALED    
 AQ0765* NAVD 88     -        15.734  (meters)      51.62   (feet)  ADJUSTED  
 AQ0765  ___________________________________________________________________
 AQ0765  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ0765  DYNAMIC HT  -          15.712 (meters)      51.55  (feet)  COMP
 AQ0765  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 AQ0765
 AQ0765  VERT ORDER  -  FIRST     CLASS II
 AQ0765
 AQ0765.The horizontal coordinates were scaled from a topographic map and have
 AQ0765.an estimated accuracy of +/- 6 seconds.
 AQ0765
 AQ0765.The orthometric height was determined by differential leveling
 AQ0765.and adjusted by the National Geodetic Survey in June 1991..
 AQ0765
 AQ0765.The geoid height was determined by GEOID03.
 AQ0765
 AQ0765.The dynamic height is computed by dividing the NAVD 88
 AQ0765.geopotential number by the normal gravity value computed on the
 AQ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0765.degrees latitude (g = 980.6199 gals.).
 AQ0765
 AQ0765.The modeled gravity was interpolated from observed gravity values.
 AQ0765
 AQ0765;                    North         East    Units  Estimated Accuracy
 AQ0765;SPC FL E     -   534,010.      144,360.      MT  (+/- 180 meters Scaled)
 AQ0765
 AQ0765                          SUPERSEDED SURVEY CONTROL
 AQ0765
 AQ0765  NGVD 29 (??/??/92)   16.053  (m)           52.67   (f) ADJ UNCH    1 2
 AQ0765
 AQ0765.Superseded values are not recommended for survey control.
 AQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0765.See file dsdata.txt to determine how the superseded data were derived.
 AQ0765
 AQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN443249(NAD 83)
 AQ0765_MARKER: DR = REFERENCE MARK DISK
 AQ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0765_STAMPING: ASTOR PARK NO 5 1935
 AQ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0765+STABILITY: SURFACE MOTION
 AQ0765
 AQ0765  HISTORY     - Date     Condition        Report By
 AQ0765  HISTORY     - 1963     MONUMENTED       CGS
 AQ0765  HISTORY     - 1968     GOOD             NGS
 AQ0765  HISTORY     - 1990     GOOD             USPSQD
 AQ0765  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 AQ0765  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AQ0765
 AQ0765                          STATION DESCRIPTION
 AQ0765
 AQ0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AQ0765'3.3 MI W FROM ASTOR.
 AQ0765'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0765'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, THENCE 0.2
 AQ0765'MILE WEST ALONG HIGHWAY S 445A, AT ASTOR PARK, NEAR THE JUNCTION
 AQ0765'OF A BLACKTOP ROAD LEADING NORTH TO STATE HIGHWAY 40, 64 FEET
 AQ0765'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 103 FEET SOUTHWEST OF
 AQ0765'THE NORTHWEST CORNER OF A HOUSE, 37 FEET SOUTHWEST OF POWER
 AQ0765'LINE POLE R 2 DD 57, 10 FEET EAST OF THE CENTER LINE OF A DIM
 AQ0765'ROAD LEADING SOUTH FROM THE HIGHWAY, 217 FEET WEST OF THE STATION
 AQ0765'MARK DESCRIBED, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 AQ0765'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AQ0765'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0765
 AQ0765                          STATION RECOVERY (1990)
 AQ0765
 AQ0765'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0765'RECOVERED IN GOOD CONDITION.
 AQ0765
 AQ0765                          STATION RECOVERY (1991)
 AQ0765
 AQ0765'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0765'MARK NOT FOUND.
 AQ0765
 AQ0765                          STATION RECOVERY (1997)
 AQ0765
 AQ0765'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0766 ***********************************************************************
 AQ0766  DESIGNATION -  ASTOR PARK RM 6
 AQ0766  PID         -  AQ0766
 AQ0766  STATE/COUNTY-  FL/LAKE
 AQ0766  USGS QUAD   -  ASTOR (1983)
 AQ0766
 AQ0766                         *CURRENT SURVEY CONTROL
 AQ0766  ___________________________________________________________________
 AQ0766* NAD 83(1990)-  29 09 08.93549(N)    081 34 16.24168(W)     ADJUSTED  
 AQ0766* NAVD 88     -        15.089  (meters)      49.50   (feet)  ADJUSTED  
 AQ0766  ___________________________________________________________________
 AQ0766  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AQ0766  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AQ0766  DYNAMIC HT  -          15.067 (meters)      49.43  (feet)  COMP
 AQ0766  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 AQ0766
 AQ0766  HORZ ORDER  -  FIRST
 AQ0766  VERT ORDER  -  FIRST     CLASS II
 AQ0766
 AQ0766.The horizontal coordinates were established by classical geodetic methods
 AQ0766.and adjusted by the National Geodetic Survey in May 1991..
 AQ0766
 AQ0766.The orthometric height was determined by differential leveling
 AQ0766.and adjusted by the National Geodetic Survey in June 1991..
 AQ0766
 AQ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ0766
 AQ0766.The geoid height was determined by GEOID03.
 AQ0766
 AQ0766.The dynamic height is computed by dividing the NAVD 88
 AQ0766.geopotential number by the normal gravity value computed on the
 AQ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0766.degrees latitude (g = 980.6199 gals.).
 AQ0766
 AQ0766.The modeled gravity was interpolated from observed gravity values.
 AQ0766
 AQ0766;                    North         East     Units Scale Factor Converg.
 AQ0766;SPC FL E     -   534,064.643   144,429.675   MT  0.99997927   -0 16 41.7
 AQ0766;SPC FL E     - 1,752,177.08    473,849.69   sFT  0.99997927   -0 16 41.7
 AQ0766;SPC FL W     -   534,005.764   241,720.205   MT  0.99996265   +0 12 32.0
 AQ0766;SPC FL W     - 1,751,983.91    793,043.71   sFT  0.99996265   +0 12 32.0
 AQ0766;UTM  17      - 3,225,014.404   444,448.635   MT  0.99963808   -0 16 41.7
 AQ0766
 AQ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0766!SPC FL E     -   1.00000207  x   0.99997927  =   0.99998134
 AQ0766!SPC FL W     -   1.00000207  x   0.99996265  =   0.99996472
 AQ0766!UTM  17      -   1.00000207  x   0.99963808  =   0.99964015
 AQ0766
 AQ0766:                Primary Azimuth Mark                     Grid Az
 AQ0766:SPC FL E     -  ASTOR FIRE TOWER                         125 10 09.4
 AQ0766:SPC FL W     -  ASTOR FIRE TOWER                         124 40 55.7
 AQ0766:UTM  17      -  ASTOR FIRE TOWER                         125 10 09.4
 AQ0766
 AQ0766|---------------------------------------------------------------------|
 AQ0766| PID    Reference Object                     Distance      Geod. Az  |
 AQ0766|                                                           dddmmss.s |
 AQ0766| AQ2253 ASTOR FIRE TOWER                    APPROX. 4.4 KM 1245327.7 |
 AQ0766| AQ2259 HINSON                              APPROX.10.5 KM 1392247.8 |
 AQ0766| AQ0763 ASTOR PARK                           63.560 METERS 19917     |
 AQ0766| AQ0764 ASTOR PARK RM 4                      33.351 METERS 20855     |
 AQ0766| AQ0765 ASTOR PARK RM 5                     110.871 METERS 23055     |
 AQ0766| AQ2292 PINECASTLE BOMB RNG HQ CONT TR      APPROX. 7.2 KM 2615548.2 |
 AQ0766| AQ0756 ASTOR PARK RM 3                                    3272703.1 |
 AQ0766|---------------------------------------------------------------------|
 AQ0766
 AQ0766                          SUPERSEDED SURVEY CONTROL
 AQ0766
 AQ0766  NAD 83(1986)-  29 09 08.94527(N)    081 34 16.24889(W) AD(       ) 1
 AQ0766  NAD 27      -  29 09 08.01841(N)    081 34 16.98808(W) AD(       ) 1
 AQ0766  NGVD 29 (??/??/92)   15.407  (m)           50.55   (f) ADJ UNCH    1 2
 AQ0766
 AQ0766.Superseded values are not recommended for survey control.
 AQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0766.See file dsdata.txt to determine how the superseded data were derived.
 AQ0766
 AQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4444925014(NAD 83)
 AQ0766_MARKER: DR = REFERENCE MARK DISK
 AQ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0766_STAMPING: ASTOR PARK NO 6 1935 1968
 AQ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0766+STABILITY: SURFACE MOTION
 AQ0766
 AQ0766  HISTORY     - Date     Condition        Report By
 AQ0766  HISTORY     - 1968     MONUMENTED       CGS
 AQ0766  HISTORY     - 1968     GOOD             CGS
 AQ0766  HISTORY     - 19970211 GOOD             USPSQD
 AQ0766
 AQ0766                          STATION DESCRIPTION
 AQ0766
 AQ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0766'3.2 MI W FROM ASTOR.
 AQ0766'ABOUT 3.1 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0766'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, THENCE
 AQ0766'0.15 MILE WEST ALONG HIGHWAY S 445 A, AT ASTOR PARK, 204 FEET
 AQ0766'EAST OF THE SOUTHEAST CORNER OF THE MAIN BUILDING OF THE TILLIES
 AQ0766'GROCERY STORE, 62 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 AQ0766'THE EAST END OF AN 18-INCH PIPE CULVERT UNDER A DRIVEWAY, 48
 AQ0766'FEET WEST OF A FENCE CORNER, 32 FEET NORTH OF THE CENTER LINE
 AQ0766'OF THE HIGHWAY, 122 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 AQ0766'FROM ASTOR PARK RM 4 DESCRIBED, 12 FEET SOUTH OF A METAL WITNESS
 AQ0766'POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 AQ0766'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AQ0766
 AQ0766                          STATION RECOVERY (1968)
 AQ0766
 AQ0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 AQ0766'STATION IS LOCATED ABOUT 18-1/2 MILES NORTHWEST OF DE LAND, 3
 AQ0766'MILES WEST OF ASTOR, IN THE SMALL VILLAGE OF ASTOR PARK AND
 AQ0766'ON PROPERTY OF MRS. TILLIE PONCE AND THE STATE HIGHWAY DEPARTMENT.
 AQ0766'
 AQ0766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40
 AQ0766'AND S 445 A AT THE EAST EDGE OF ASTOR PARK, GO SOUTHWEST ON
 AQ0766'STATE HIGHWAY S 445 A FOR 0.15 MILE TO STATION ON RIGHT AS
 AQ0766'DESCRIBED.
 AQ0766'
 AQ0766'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 AQ0766'
 AQ0766'STATION MARK, STAMPED ASTOR PARK 1935 NO 6 1968, IS SET 1 INCH
 AQ0766'BELOW THE SURFACE OF THE GROUND.  IT IS 186.5 FEET EAST OF THE
 AQ0766'SOUTHEAST CORNER OF TILLIES STORE, 107 FEET NORTHEAST OF POWER
 AQ0766'POLE NUMBER R2DD205, 47.7 FEET WEST OF FENCE CORNER, 31.9 FEET
 AQ0766'NORTH OF CENTER OF HIGHWAY AND 11.7 FEET SOUTH OF A METAL WITNESS
 AQ0766'POST.
 AQ0766'
 AQ0766'RM 4, STAMPED ASTOR PARK NO 4 1935, PROJECTS ABOUT 3 INCHES.  IT
 AQ0766'IS 34 FEET SOUTH OF CENTER OF HIGHWAY, 34 FEET SOUTHWEST OF
 AQ0766'WEST END OF METAL CULVERT, 3.6 FEET SOUTH OF POWER POLE NUMBER
 AQ0766'R2DD205 AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 AQ0766'
 AQ0766'RM 5, STAMPED ASTOR PARK NO 5 1935, PROJECTS ABOUT 3 INCHES.  IT
 AQ0766'IS 63 FEET SOUTH OF ROAD INTERSECTION, 41 FEET SOUTHWEST OF
 AQ0766'POWER LINE POLE NUMBER R2DD57, 14 FEET EAST OF CENTER OF SAND
 AQ0766'ROAD AND 1.1 FEET SOUTHEAST OF A METAL WITNESS POST.
 AQ0766'
 AQ0766'STATION ASTOR PARK, STAMPED ASTOR PARK 1935, PROJECTS 2
 AQ0766'INCHES.  IT IS 119.3 FEET SOUTH OF CENTER OF HIGHWAY, 108.5
 AQ0766'FEET SOUTHEAST OF NORTHEAST CORNER OF HOUSE, 105.5 FEET
 AQ0766'SOUTHWEST OF POWER POLE NUMBER R2DD205 (WITH TRANSFORMER) AND
 AQ0766'90.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE.
 AQ0766'
 AQ0766'RM 3 (AZ MK), STAMPED ASTOR PARK NO 3 1935, PROJECTS 5
 AQ0766'INCHES.  IT IS ON PROPERTY OF MR. RALPH DORDEN, IS 85.7 FEET
 AQ0766'NORTH OF CENTER OF STATE HIGHWAY 40, 50.5 FEET NORTHEAST OF
 AQ0766'POWER POLE NUMBER R2DD66, 107 FEET WEST OF THE WEST EDGE OF A
 AQ0766'LARGE CAMPHOR TREE AND 1.8 FEET SOUTHWEST OF A METAL WITNESS
 AQ0766'POST.
 AQ0766'
 AQ0766'TO REACH THE RM 3 (AZ MK) FROM THE JUNCTION OF STATE HIGHWAYS
 AQ0766'40 AND S 445 A AT THE EAST EDGE OF ASTOR PARK, GO WEST ON STATE
 AQ0766'HIGHWAY 40 FOR 0.15 MILE TO MARK ON RIGHT AS DESCRIBED.
 AQ0766'
 AQ0766'ASTOR PARK 1935 TO RM 4 IS 102.29 FT. OR 31.179 M.
 AQ0766'
 AQ0766'ASTOR PARK 1935 TO RM 5 IS 216.00 FT. OR 65.835 M.
 AQ0766'
 AQ0766'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AQ0766
 AQ0766                          STATION RECOVERY (1997)
 AQ0766
 AQ0766'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ2432 ***********************************************************************
 AJ2432  DESIGNATION -  ASTRO AZI
 AJ2432  PID         -  AJ2432
 AJ2432  STATE/COUNTY-  FL/OKALOOSA
 AJ2432  USGS QUAD   -  FORT WALTON BEACH (1994)
 AJ2432
 AJ2432                         *CURRENT SURVEY CONTROL
 AJ2432  ___________________________________________________________________
 AJ2432* NAD 83(1999)-  30 29 33.03618(N)    086 30 08.62111(W)     ADJUSTED  
 AJ2432* NAVD 88     -        17.8    (meters)      58.     (feet)  GPS OBS   
 AJ2432  ___________________________________________________________________
 AJ2432  X           -     335,583.071 (meters)                     COMP
 AJ2432  Y           -  -5,490,500.755 (meters)                     COMP
 AJ2432  Z           -   3,217,534.342 (meters)                     COMP
 AJ2432  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AJ2432  ELLIP HEIGHT-          -9.32  (meters)          (04/12/01) GPS OBS
 AJ2432  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ2432
 AJ2432  HORZ ORDER  -  FIRST
 AJ2432  ELLP ORDER  -  FOURTH    CLASS I
 AJ2432
 AJ2432.The horizontal coordinates were established by GPS observations
 AJ2432.and adjusted by the National Geodetic Survey in April 2001..
 AJ2432
 AJ2432.The orthometric height was determined by GPS observations and a
 AJ2432.high-resolution geoid model.
 AJ2432
 AJ2432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2432
 AJ2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2432
 AJ2432.The ellipsoidal height was determined by GPS observations
 AJ2432.and is referenced to NAD 83.
 AJ2432
 AJ2432.The geoid height was determined by GEOID03.
 AJ2432
 AJ2432;                    North         East     Units Scale Factor Converg.
 AJ2432;SPC FL N     -   167,130.629   407,774.235   MT  0.99996448   -1 00 22.5
 AJ2432;SPC FL N     -   548,327.74  1,337,839.30   sFT  0.99996448   -1 00 22.5
 AJ2432;UTM  16      - 3,373,466.733   547,754.414   MT  0.99962813   +0 15 09.0
 AJ2432
 AJ2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2432!SPC FL N     -   1.00000146  x   0.99996448  =   0.99996594
 AJ2432!UTM  16      -   1.00000146  x   0.99962813  =   0.99962959
 AJ2432
 AJ2432                          SUPERSEDED SURVEY CONTROL
 AJ2432
 AJ2432.No superseded survey control is available for this station.
 AJ2432
 AJ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4775473467(NAD 83)
 AJ2432_MARKER: DD = SURVEY DISK
 AJ2432_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ2432_STAMPING: ASTRO AZI 4-62
 AJ2432_MARK LOGO: VITRO 
 AJ2432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2432+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 AJ2432
 AJ2432  HISTORY     - Date     Condition        Report By
 AJ2432  HISTORY     - 1962     MONUMENTED       VITRO
 AJ2432  HISTORY     - 20010726 GOOD             NIMA
 AJ2432
 AJ2432                          STATION DESCRIPTION
 AJ2432
 AJ2432'DESCRIBED BY VITRO CORPORATION 1962
 AJ2432'THE STATION IS ABOUT 8.0 MI (12.9 KM) NORTHEAST OF FORT WALTON BEACH,
 AJ2432'3.4 MI (5.5 KM) SOUTHWEST OF NICEVILLE, AT THE EGLIN AIR FORCE BASE IN
 AJ2432'SECTION 13, TOWNSHIP 1 SOUTH, RANGE 23 EAST.  OWNERSHIP-- U.S. AIR
 AJ2432'FORCE.  --NOTE--PERMISSION MUST BE OBTAINED PRIOR TO USE OF THIS
 AJ2432'STATION, GO BY BASE OPERATIONS OR PHONE 850-882-5313 OR 850-882-3608.
 AJ2432'TO REACH THE STATION FROM THE EAST GATE OF THE EGLIN AIR FORCE BASE,
 AJ2432'GO SOUTH ON EGLIN BLVD FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF
 AJ2432'MCCARTHY AVE ON THE RIGHT, TURN RIGHT ON MCCARTHY AVE AND GO WEST FOR
 AJ2432'0.4 MI (0.6 KM) TO THE INTERSECTION (FOURWAY STOP) OF ESCAMBIA ROAD,
 AJ2432'TURN RIGHT ON ESCAMBIA ROAD AND GO NORTH AND CIRCLING BACK TO THE
 AJ2432'SOUTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION (STOP SIGN) OF PERIMETER
 AJ2432'ROAD, TURN LEFT ON PERIMETER ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO
 AJ2432'A SIDE ROAD LEFT AND A PARKING AREA AND THE STATION ON THE RIGHT, SET
 AJ2432'IN THE TOP OF A 10-INCH SQUARE PREFABRICATED CONCRETE POST FLUSH WITH
 AJ2432'THE GROUND.
 AJ2432'LOCATED ABOUT 210.0 FT (64.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AJ2432'PERIMETER ROAD AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 AJ2432'--DESCRIBED BY BUDDY HOLLY, VITRO CORPOTATION, PHONE 850-882-4936.
 AJ2432
 AJ2432                          STATION RECOVERY (2001)
 AJ2432
 AJ2432'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 2001 (JMP)
 AJ2432'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0969 ***********************************************************************
 BE0969  DESIGNATION -  AT 10 FLGS
 BE0969  PID         -  BE0969
 BE0969  STATE/COUNTY-  FL/LEON
 BE0969  USGS QUAD   -  MIDWAY (1976)
 BE0969
 BE0969                         *CURRENT SURVEY CONTROL
 BE0969  ___________________________________________________________________
 BE0969* NAD 83(1986)-  30 28 11.     (N)    084 24 18.     (W)     SCALED    
 BE0969* NAVD 88     -        30.027  (meters)      98.51   (feet)  ADJUSTED  
 BE0969  ___________________________________________________________________
 BE0969  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE0969  DYNAMIC HT  -          29.988 (meters)      98.39  (feet)  COMP
 BE0969  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BE0969
 BE0969  VERT ORDER  -  FIRST     CLASS II
 BE0969
 BE0969.The horizontal coordinates were scaled from a topographic map and have
 BE0969.an estimated accuracy of +/- 6 seconds.
 BE0969
 BE0969.The orthometric height was determined by differential leveling
 BE0969.and adjusted by the National Geodetic Survey in June 1991..
 BE0969
 BE0969.The geoid height was determined by GEOID03.
 BE0969
 BE0969.The dynamic height is computed by dividing the NAVD 88
 BE0969.geopotential number by the normal gravity value computed on the
 BE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0969.degrees latitude (g = 980.6199 gals.).
 BE0969
 BE0969.The modeled gravity was interpolated from observed gravity values.
 BE0969
 BE0969;                    North         East    Units  Estimated Accuracy
 BE0969;SPC FL N     -   162,920.      609,120.      MT  (+/- 180 meters Scaled)
 BE0969
 BE0969                          SUPERSEDED SURVEY CONTROL
 BE0969
 BE0969  NGVD 29 (??/??/92)   30.218  (m)           99.14   (f) ADJ UNCH    1 2
 BE0969
 BE0969.Superseded values are not recommended for survey control.
 BE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0969.See file dsdata.txt to determine how the superseded data were derived.
 BE0969
 BE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU491736(NAD 83)
 BE0969_MARKER: DB = BENCH MARK DISK
 BE0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0969_STAMPING: AT 10
 BE0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0969+STABILITY: SURFACE MOTION
 BE0969
 BE0969  HISTORY     - Date     Condition        Report By
 BE0969  HISTORY     - UNK      MONUMENTED       FLGS
 BE0969  HISTORY     - 1954     GOOD             NGS
 BE0969  HISTORY     - 1962     GOOD             NGS
 BE0969
 BE0969                          STATION DESCRIPTION
 BE0969
 BE0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE0969'8.5 MI NW FROM TALLAHASSEE.
 BE0969'ABOUT 8.5 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 BE0969'FROM THE STATION AT TALLAHASSEE, ABOUT 0.3 MILE SOUTHEAST OF
 BE0969'MILE POST 808, ABOUT 0.25 MILE SOUTHEAST OF SOUTHEAST END OF
 BE0969'RAILWAY BRIDGE OVER OCHLOCKONEE RIVER AND THE LEON-GADSDEN
 BE0969'COUNTY LINE, 85 FEET NORTHEAST OF NORTHEAST RAIL, 107 FEET NORTH
 BE0969'OF CENTER OF CROSSING OF A GRADED DIRT ROAD, 27 1/2 FEET NORTH
 BE0969'OF A 24-INCH GUM TREE, 26 FEET NORTHWEST OF CENTER LINE OF
 BE0969'GRADED ROAD, ABOUT 138 YARDS SOUTH OF CENTER OF JUNCTION OF
 BE0969'GRADED ROAD AND U.S. HIGHWAY 90, 2 FEET NORTHEAST OF A WHITE
 BE0969'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF ROAD, ABOUT
 BE0969'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0969'1 INCH.
 BE0969
 BE0969                          STATION RECOVERY (1962)
 BE0969
 BE0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BE0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0970 ***********************************************************************
 BE0970  DESIGNATION -  AT 11 FLGS
 BE0970  PID         -  BE0970
 BE0970  STATE/COUNTY-  FL/LEON
 BE0970  USGS QUAD   -  MIDWAY (1976)
 BE0970
 BE0970                         *CURRENT SURVEY CONTROL
 BE0970  ___________________________________________________________________
 BE0970* NAD 83(1986)-  30 27 54.     (N)    084 24 08.     (W)     SCALED    
 BE0970* NAVD 88     -        34.945  (meters)     114.65   (feet)  ADJUSTED  
 BE0970  ___________________________________________________________________
 BE0970  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE0970  DYNAMIC HT  -          34.900 (meters)     114.50  (feet)  COMP
 BE0970  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BE0970
 BE0970  VERT ORDER  -  FIRST     CLASS II
 BE0970
 BE0970.The horizontal coordinates were scaled from a topographic map and have
 BE0970.an estimated accuracy of +/- 6 seconds.
 BE0970
 BE0970.The orthometric height was determined by differential leveling
 BE0970.and adjusted by the National Geodetic Survey in June 1991..
 BE0970
 BE0970.The geoid height was determined by GEOID03.
 BE0970
 BE0970.The dynamic height is computed by dividing the NAVD 88
 BE0970.geopotential number by the normal gravity value computed on the
 BE0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0970.degrees latitude (g = 980.6199 gals.).
 BE0970
 BE0970.The modeled gravity was interpolated from observed gravity values.
 BE0970
 BE0970;                    North         East    Units  Estimated Accuracy
 BE0970;SPC FL N     -   162,400.      609,390.      MT  (+/- 180 meters Scaled)
 BE0970
 BE0970                          SUPERSEDED SURVEY CONTROL
 BE0970
 BE0970  NGVD 29 (??/??/92)   35.137  (m)          115.28   (f) ADJ UNCH    1 2
 BE0970
 BE0970.Superseded values are not recommended for survey control.
 BE0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0970.See file dsdata.txt to determine how the superseded data were derived.
 BE0970
 BE0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU494731(NAD 83)
 BE0970_MARKER: DB = BENCH MARK DISK
 BE0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0970_STAMPING: AT 11
 BE0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0970+STABILITY: SURFACE MOTION
 BE0970
 BE0970  HISTORY     - Date     Condition        Report By
 BE0970  HISTORY     - UNK      MONUMENTED       FLGS
 BE0970  HISTORY     - 1954     GOOD             NGS
 BE0970  HISTORY     - 1962     GOOD             NGS
 BE0970
 BE0970                          STATION DESCRIPTION
 BE0970
 BE0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE0970'8.1 MI NW FROM TALLAHASSEE.
 BE0970'ABOUT 8.1 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 BE0970'FROM THE STATION AT TALLAHASSEE, ABOUT 548 YARDS NORTHWEST OF
 BE0970'MILE POST 807, ABOUT 187 YARDS NORTHWEST OF A CULVERT FOR A
 BE0970'SMALL STREAM, ON THE TOP OF A CUT, 36 YARDS NORTHWEST OF
 BE0970'SOUTHEAST END OF CUT, 112 YARDS SOUTHEAST OF NORTHWEST END OF
 BE0970'CUT, 49 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 8 FEET SOUTHWEST
 BE0970'OF A FENCE LINE, 82 FEET NORTHEAST AND AT RIGHT ANGLE ACROSS
 BE0970'TRACK FROM A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 BE0970'WITNESS POST, ABOUT 7 FEET ABOVE LEVEL OF TRACK AND SET IN THE
 BE0970'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BE0970
 BE0970                          STATION RECOVERY (1962)
 BE0970
 BE0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BE0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0977 ***********************************************************************
 BE0977  DESIGNATION -  AT 13 FLGS
 BE0977  PID         -  BE0977
 BE0977  STATE/COUNTY-  FL/LEON
 BE0977  USGS QUAD   -  MIDWAY (1976)
 BE0977
 BE0977                         *CURRENT SURVEY CONTROL
 BE0977  ___________________________________________________________________
 BE0977* NAD 83(1986)-  30 26 33.     (N)    084 23 30.     (W)     SCALED    
 BE0977* NAVD 88     -        46.692  (meters)     153.19   (feet)  ADJUSTED  
 BE0977  ___________________________________________________________________
 BE0977  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0977  DYNAMIC HT  -          46.632 (meters)     152.99  (feet)  COMP
 BE0977  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BE0977
 BE0977  VERT ORDER  -  SECOND    CLASS 0
 BE0977
 BE0977.The horizontal coordinates were scaled from a topographic map and have
 BE0977.an estimated accuracy of +/- 6 seconds.
 BE0977
 BE0977.The orthometric height was determined by differential leveling
 BE0977.and adjusted by the National Geodetic Survey in June 1991..
 BE0977
 BE0977.The geoid height was determined by GEOID03.
 BE0977
 BE0977.The dynamic height is computed by dividing the NAVD 88
 BE0977.geopotential number by the normal gravity value computed on the
 BE0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0977.degrees latitude (g = 980.6199 gals.).
 BE0977
 BE0977.The modeled gravity was interpolated from observed gravity values.
 BE0977
 BE0977;                    North         East    Units  Estimated Accuracy
 BE0977;SPC FL N     -   159,900.      610,410.      MT  (+/- 180 meters Scaled)
 BE0977
 BE0977                          SUPERSEDED SURVEY CONTROL
 BE0977
 BE0977  NGVD 29 (??/??/92)   46.886  (m)          153.83   (f) ADJ UNCH    2 0
 BE0977
 BE0977.Superseded values are not recommended for survey control.
 BE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0977.See file dsdata.txt to determine how the superseded data were derived.
 BE0977
 BE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU504707(NAD 83)
 BE0977_MARKER: DB = BENCH MARK DISK
 BE0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0977_STAMPING: AT-13
 BE0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0977+STABILITY: SURFACE MOTION
 BE0977
 BE0977  HISTORY     - Date     Condition        Report By
 BE0977  HISTORY     - UNK      MONUMENTED       FLGS
 BE0977  HISTORY     - 1935     GOOD             NGS
 BE0977
 BE0977                          STATION DESCRIPTION
 BE0977
 BE0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BE0977'7.1 MI W FROM TALLAHASSEE.
 BE0977'7.1 MILES WEST OF THE POST OFFICE AT TALLAHASSEE, 0.25 OF MILE
 BE0977'EAST OF NORFECTS FILLING STATION, 500 FT. NORTHWEST OF A FARM
 BE0977'HOUSE, 81 FT. NORTH OF POWER LINE POLE 230, 20 FT. SOUTH OF A
 BE0977'BLAZED OAK TREE, 4 FT. NORTH OF NORTH EDGE OF PAVEMENT.  BRONZE
 BE0977'TABLET SET IN TOP OF CONCRETE POST LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1024 ***********************************************************************
 BE1024  DESIGNATION -  AT 14 FLGS
 BE1024  PID         -  BE1024
 BE1024  STATE/COUNTY-  FL/LEON
 BE1024  USGS QUAD   -  TALLAHASSEE (1976)
 BE1024
 BE1024                         *CURRENT SURVEY CONTROL
 BE1024  ___________________________________________________________________
 BE1024* NAD 83(1986)-  30 26 03.     (N)    084 21 49.     (W)     SCALED    
 BE1024* NAVD 88     -        34.945  (meters)     114.65   (feet)  ADJUSTED  
 BE1024  ___________________________________________________________________
 BE1024  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE1024  DYNAMIC HT  -          34.899 (meters)     114.50  (feet)  COMP
 BE1024  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BE1024
 BE1024  VERT ORDER  -  SECOND    CLASS 0
 BE1024
 BE1024.The horizontal coordinates were scaled from a topographic map and have
 BE1024.an estimated accuracy of +/- 6 seconds.
 BE1024
 BE1024.The orthometric height was determined by differential leveling
 BE1024.and adjusted by the National Geodetic Survey in June 1991..
 BE1024
 BE1024.The geoid height was determined by GEOID03.
 BE1024
 BE1024.The dynamic height is computed by dividing the NAVD 88
 BE1024.geopotential number by the normal gravity value computed on the
 BE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1024.degrees latitude (g = 980.6199 gals.).
 BE1024
 BE1024.The modeled gravity was interpolated from observed gravity values.
 BE1024
 BE1024;                    North         East    Units  Estimated Accuracy
 BE1024;SPC FL N     -   158,980.      613,100.      MT  (+/- 180 meters Scaled)
 BE1024
 BE1024                          SUPERSEDED SURVEY CONTROL
 BE1024
 BE1024  NGVD 29 (??/??/92)   35.141  (m)          115.29   (f) ADJ UNCH    2 0
 BE1024
 BE1024.Superseded values are not recommended for survey control.
 BE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1024.See file dsdata.txt to determine how the superseded data were derived.
 BE1024
 BE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU532698(NAD 83)
 BE1024_MARKER: DB = BENCH MARK DISK
 BE1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1024_STAMPING: AT-14
 BE1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1024+STABILITY: SURFACE MOTION
 BE1024
 BE1024  HISTORY     - Date     Condition        Report By
 BE1024  HISTORY     - UNK      MONUMENTED       FLGS
 BE1024  HISTORY     - 1935     GOOD             NGS
 BE1024
 BE1024                          STATION DESCRIPTION
 BE1024
 BE1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BE1024'5.3 MI W FROM TALLAHASSEE.
 BE1024'5.3 MILES WEST OF THE POST OFFICE AT TALLAHASSEE, 60 FT. NORTHWEST
 BE1024'OF POWER LINE POLE 256, 60 FT. SOUTH OF A CHINA TREE, ON THE
 BE1024'TOP OF A HILL IN A CUT, 7 FT. SOUTH OF SOUTH EDGE OF PAVEMENT.
 BE1024'BRONZE TABLET SET IN TOP OF A CONCRETE POST LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1022 ***********************************************************************
 BE1022  DESIGNATION -  AT 15 FLGS
 BE1022  PID         -  BE1022
 BE1022  STATE/COUNTY-  FL/LEON
 BE1022  USGS QUAD   -  TALLAHASSEE (1976)
 BE1022
 BE1022                         *CURRENT SURVEY CONTROL
 BE1022  ___________________________________________________________________
 BE1022* NAD 83(1986)-  30 26 05.     (N)    084 21 13.     (W)     SCALED    
 BE1022* NAVD 88     -        24.721  (meters)      81.11   (feet)  ADJUSTED  
 BE1022  ___________________________________________________________________
 BE1022  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE1022  DYNAMIC HT  -          24.689 (meters)      81.00  (feet)  COMP
 BE1022  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BE1022
 BE1022  VERT ORDER  -  SECOND    CLASS 0
 BE1022
 BE1022.The horizontal coordinates were scaled from a topographic map and have
 BE1022.an estimated accuracy of +/- 6 seconds.
 BE1022
 BE1022.The orthometric height was determined by differential leveling
 BE1022.and adjusted by the National Geodetic Survey in June 1991..
 BE1022
 BE1022.The geoid height was determined by GEOID03.
 BE1022
 BE1022.The dynamic height is computed by dividing the NAVD 88
 BE1022.geopotential number by the normal gravity value computed on the
 BE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1022.degrees latitude (g = 980.6199 gals.).
 BE1022
 BE1022.The modeled gravity was interpolated from observed gravity values.
 BE1022
 BE1022;                    North         East    Units  Estimated Accuracy
 BE1022;SPC FL N     -   159,050.      614,060.      MT  (+/- 180 meters Scaled)
 BE1022
 BE1022                          SUPERSEDED SURVEY CONTROL
 BE1022
 BE1022  NGVD 29 (??/??/92)   24.92   (m)           81.8    (f) COMPUTED    2 0
 BE1022
 BE1022.Superseded values are not recommended for survey control.
 BE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1022.See file dsdata.txt to determine how the superseded data were derived.
 BE1022
 BE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU541699(NAD 83)
 BE1022_MARKER: DB = BENCH MARK DISK
 BE1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1022_STAMPING: AT 15
 BE1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1022+STABILITY: SURFACE MOTION
 BE1022
 BE1022  HISTORY     - Date     Condition        Report By
 BE1022  HISTORY     - UNK      MONUMENTED       FLGS
 BE1022  HISTORY     - 1945     GOOD             NGS
 BE1022
 BE1022                          STATION DESCRIPTION
 BE1022
 BE1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BE1022'5.5 MI W FROM TALLAHASSEE.
 BE1022'0.1 MILE NORTH ALONG ADAMS STREET FROM THE POST OFFICE AT
 BE1022'TALLAHASSEE, THENCE 5.4 MILES WEST ALONG STATE HIGHWAY 500, 0.4
 BE1022'MILE WEST OF THE SEABOARD AIR LINE OVERPASS, 362 FEET EAST OF A
 BE1022'PRIVATE ENTRANCE TO THE SMITH FARM, 92 FEET EAST OF POWER-TRANSMISSION
 BE1022'LINE POLE 264, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BE1022'AND 4.6 FEET NORTH OF A FENCE.  A U.S.C. AND G.S. AND STATE
 BE1022'SURVEY DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 BE1022'3 INCHES ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 19 AT THIS POINT
 BE1022'IS NOW STATE HIGHWAY 500.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1016 ***********************************************************************
 BE1016  DESIGNATION -  AT 16 FLGS
 BE1016  PID         -  BE1016
 BE1016  STATE/COUNTY-  FL/LEON
 BE1016  USGS QUAD   -  TALLAHASSEE (1976)
 BE1016
 BE1016                         *CURRENT SURVEY CONTROL
 BE1016  ___________________________________________________________________
 BE1016* NAD 83(1986)-  30 26 26.     (N)    084 19 22.     (W)     SCALED    
 BE1016* NAVD 88     -        31.333  (meters)     102.80   (feet)  POSTED    
 BE1016  ___________________________________________________________________
 BE1016  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE1016  DYNAMIC HT  -          31.290 (meters)     102.66  (feet)  COMP
 BE1016  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BE1016
 BE1016  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BE1016
 BE1016.The horizontal coordinates were scaled from a topographic map and have
 BE1016.an estimated accuracy of +/- 6 seconds.
 BE1016
 BE1016.The orthometric height was determined by differential leveling
 BE1016.and adjusted by the National Geodetic Survey in 1992..
 BE1016.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BE1016.rate of 2.1 thru 3.0 mm/km.
 BE1016
 BE1016.The geoid height was determined by GEOID03.
 BE1016
 BE1016.The dynamic height is computed by dividing the NAVD 88
 BE1016.geopotential number by the normal gravity value computed on the
 BE1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1016.degrees latitude (g = 980.6199 gals.).
 BE1016
 BE1016.The modeled gravity was interpolated from observed gravity values.
 BE1016
 BE1016;                    North         East    Units  Estimated Accuracy
 BE1016;SPC FL N     -   159,700.      617,020.      MT  (+/- 180 meters Scaled)
 BE1016
 BE1016                          SUPERSEDED SURVEY CONTROL
 BE1016
 BE1016  NGVD 29 (??/??/92)   31.69   (m)          104.0    (f) COMPUTED    2 0
 BE1016
 BE1016.Superseded values are not recommended for survey control.
 BE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1016.See file dsdata.txt to determine how the superseded data were derived.
 BE1016
 BE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU571706(NAD 83)
 BE1016_MARKER: DD = SURVEY DISK
 BE1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1016_STAMPING: AT 16
 BE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1016+STABILITY: SURFACE MOTION
 BE1016
 BE1016  HISTORY     - Date     Condition        Report By
 BE1016  HISTORY     - UNK      MONUMENTED       FLGS
 BE1016  HISTORY     - 1954     MARK NOT FOUND   NGS
 BE1016
 BE1016                          STATION DESCRIPTION
 BE1016
 BE1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE1016'2.5 MI W FROM TALLAHASSEE.
 BE1016'2.5 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 BE1016'TALLAHASSEE, LEON COUNTY, 1.2 MILES EAST OF THE ENTRANCE TO AN
 BE1016'AIRPORT IN EXISTENCE IN 1935, 250 FEET EAST OF A ONE-STORY
 BE1016'FRAME HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 52.6 FEET NORTHWEST
 BE1016'OF A POLE, 19 FEET NORTH OF A WIRE FENCE, AND 3 FEET SOUTH
 BE1016'OF THE SOUTH EDGE OF THE PAVEMENT.  A STATE SURVEY STANDARD DISK,
 BE1016'STAMPED AT 16 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BE1016'THE GROUND.  NOTE-- DESCRIPTION IS INADEQUATE AS THE SECTION
 BE1016'OF TOWN IS WELL BUILT UP NOW AND IT IS IMPOSSIBLE TO DETERMINE
 BE1016'WHICH HOUSE WAS MENTIONED IN DESCRIPTION.  A SECTION ABOUT 0.2
 BE1016'MILE ALONG ROAD WAS PROBED BUT MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1015 ***********************************************************************
 BE1015  DESIGNATION -  AT 17 FLGS
 BE1015  PID         -  BE1015
 BE1015  STATE/COUNTY-  FL/LEON
 BE1015  USGS QUAD   -  TALLAHASSEE (1976)
 BE1015
 BE1015                         *CURRENT SURVEY CONTROL
 BE1015  ___________________________________________________________________
 BE1015* NAD 83(1986)-  30 26 25.     (N)    084 18 42.     (W)     SCALED    
 BE1015* NAVD 88     -        42.910  (meters)     140.78   (feet)  ADJUSTED  
 BE1015  ___________________________________________________________________
 BE1015  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE1015  DYNAMIC HT  -          42.854 (meters)     140.60  (feet)  COMP
 BE1015  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BE1015
 BE1015  VERT ORDER  -  SECOND    CLASS 0
 BE1015
 BE1015.The horizontal coordinates were scaled from a topographic map and have
 BE1015.an estimated accuracy of +/- 6 seconds.
 BE1015
 BE1015.The orthometric height was determined by differential leveling
 BE1015.and adjusted by the National Geodetic Survey in June 1991..
 BE1015
 BE1015.The geoid height was determined by GEOID03.
 BE1015
 BE1015.The dynamic height is computed by dividing the NAVD 88
 BE1015.geopotential number by the normal gravity value computed on the
 BE1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1015.degrees latitude (g = 980.6199 gals.).
 BE1015
 BE1015.The modeled gravity was interpolated from observed gravity values.
 BE1015
 BE1015;                    North         East    Units  Estimated Accuracy
 BE1015;SPC FL N     -   159,670.      618,090.      MT  (+/- 180 meters Scaled)
 BE1015
 BE1015                          SUPERSEDED SURVEY CONTROL
 BE1015
 BE1015  NGVD 29 (??/??/92)   43.122  (m)          141.48   (f) ADJ UNCH    2 0
 BE1015
 BE1015.Superseded values are not recommended for survey control.
 BE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1015.See file dsdata.txt to determine how the superseded data were derived.
 BE1015
 BE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU581706(NAD 83)
 BE1015_MARKER: DD = SURVEY DISK
 BE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1015_STAMPING: AT 17
 BE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1015+STABILITY: SURFACE MOTION
 BE1015
 BE1015  HISTORY     - Date     Condition        Report By
 BE1015  HISTORY     - UNK      MONUMENTED       FLGS
 BE1015  HISTORY     - 1954     GOOD             NGS
 BE1015
 BE1015                          STATION DESCRIPTION
 BE1015
 BE1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE1015'1.8 MI W FROM TALLAHASSEE.
 BE1015'ABOUT 1.8 MILES WEST ALONG PENSACOLA STREET FROM THE JUNCTION
 BE1015'OF MONROE STREET AND THE STATE CAPITOL AT TALLAHASSEE, AT THE
 BE1015'SUMMIT OF THE FIRST GRADE WEST OF THE STREET OVERPASS OVER THE
 BE1015'SEABOARD AIR LINE RAILWAY, 13 FEET SOUTH OF CENTER LINE OF PENSACOLA
 BE1015'STREET, 203 FEET WEST OF EXTENDED CENTER LINE OF MURAT STREET
 BE1015'LEADING NORTH, 23 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 70 1/2
 BE1015'FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF BRICK CHIMNEY ON
 BE1015'EAST SIDE OF HOUSE NO. 1809 PENSACOLA STREET, 3 FEET SOUTH OF
 BE1015'SOUTH EDGE OF PAVEMENT, 4 1/2 FEET EAST OF EXTENDED EAST EDGE
 BE1015'OF A CONCRETE DRIVE NORTH TO HOUSE NO. 1812 PENSACOLA STREET, 85
 BE1015'FEET WEST OF CENTER LINE OF A STREET SOUTH, ABOUT LEVEL WITH
 BE1015'PAVEMENT AND SET IN THE TOP OF A CONCRETE POST IN SHOULDER
 BE1015'OF STREET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0992 ***********************************************************************
 BE0992  DESIGNATION -  AT 18 FLGS
 BE0992  PID         -  BE0992
 BE0992  STATE/COUNTY-  FL/LEON
 BE0992  USGS QUAD   -  TALLAHASSEE (1976)
 BE0992
 BE0992                         *CURRENT SURVEY CONTROL
 BE0992  ___________________________________________________________________
 BE0992* NAD 83(1986)-  30 26 25.     (N)    084 17 36.     (W)     SCALED    
 BE0992* NAVD 88     -        40.597  (meters)     133.19   (feet)  ADJUSTED  
 BE0992  ___________________________________________________________________
 BE0992  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0992  DYNAMIC HT  -          40.544 (meters)     133.02  (feet)  COMP
 BE0992  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BE0992
 BE0992  VERT ORDER  -  SECOND    CLASS 0
 BE0992
 BE0992.The horizontal coordinates were scaled from a topographic map and have
 BE0992.an estimated accuracy of +/- 6 seconds.
 BE0992
 BE0992.The orthometric height was determined by differential leveling
 BE0992.and adjusted by the National Geodetic Survey in June 1991..
 BE0992
 BE0992.The geoid height was determined by GEOID03.
 BE0992
 BE0992.The dynamic height is computed by dividing the NAVD 88
 BE0992.geopotential number by the normal gravity value computed on the
 BE0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0992.degrees latitude (g = 980.6199 gals.).
 BE0992
 BE0992.The modeled gravity was interpolated from observed gravity values.
 BE0992
 BE0992;                    North         East    Units  Estimated Accuracy
 BE0992;SPC FL N     -   159,670.      619,850.      MT  (+/- 180 meters Scaled)
 BE0992
 BE0992                          SUPERSEDED SURVEY CONTROL
 BE0992
 BE0992  NGVD 29 (??/??/92)   40.80   (m)          133.9    (f) COMPUTED    2 0
 BE0992
 BE0992.Superseded values are not recommended for survey control.
 BE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0992.See file dsdata.txt to determine how the superseded data were derived.
 BE0992
 BE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU599706(NAD 83)
 BE0992_MARKER: DD = SURVEY DISK
 BE0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0992_STAMPING: AT 18
 BE0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0992+STABILITY: SURFACE MOTION
 BE0992
 BE0992  HISTORY     - Date     Condition        Report By
 BE0992  HISTORY     - UNK      MONUMENTED       FLGS
 BE0992  HISTORY     - 1954     GOOD             NGS
 BE0992
 BE0992                          STATION DESCRIPTION
 BE0992
 BE0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE0992'AT TALLAHASSEE.
 BE0992'AT TALLAHASSEE, AT THE SOUTH EDGE OF THE CAMPUS OF FLORIDA
 BE0992'STATE UNIVERSITY, AT THE JUNCTION OF JEFFERSON AND GRAY STREETS,
 BE0992'27 FEET NORTH OF NORTH CURB OF JEFFERSON STREET, 96 FEET EAST
 BE0992'OF THE EAST END OF BRICK WALL EXTENDING EAST FROM THE MEMORIAL
 BE0992'STRUCTURE OF GRAY STREET ENTRANCE TO CAMPUS, 114 FEET EAST OF
 BE0992'EXTENDED EAST CURB OF GRAY STREET, 26 FEET SOUTH OF SOUTHEAST
 BE0992'EDGE OF A CONCRETE WALK LEADING NORTHEAST ACROSS CAMPUS, ABOUT
 BE0992'4 FEET ABOVE JEFFERSON STREET AND SET IN THE TOP OF A CONCRETE
 BE0992'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0991 ***********************************************************************
 BE0991  DESIGNATION -  AT 18 FLGS RESET 1963
 BE0991  PID         -  BE0991
 BE0991  STATE/COUNTY-  FL/LEON
 BE0991  USGS QUAD   -  TALLAHASSEE (1976)
 BE0991
 BE0991                         *CURRENT SURVEY CONTROL
 BE0991  ___________________________________________________________________
 BE0991* NAD 83(1986)-  30 26 25.     (N)    084 17 37.     (W)     SCALED    
 BE0991* NAVD 88     -        39.05   (meters)     128.1    (feet)  RESET     
 BE0991  ___________________________________________________________________
 BE0991  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0991
 BE0991  VERT ORDER  -  THIRD
 BE0991
 BE0991.The horizontal coordinates were scaled from a topographic map and have
 BE0991.an estimated accuracy of +/- 6 seconds.
 BE0991
 BE0991.The orthometric height was computed from unverified reset data.
 BE0991
 BE0991.The geoid height was determined by GEOID03.
 BE0991
 BE0991;                    North         East    Units  Estimated Accuracy
 BE0991;SPC FL N     -   159,670.      619,820.      MT  (+/- 180 meters Scaled)
 BE0991
 BE0991                          SUPERSEDED SURVEY CONTROL
 BE0991
 BE0991  NGVD 29 (??/??/??)   39.26   (m)          128.8    (f) RESET       3  
 BE0991
 BE0991.Superseded values are not recommended for survey control.
 BE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0991.See file dsdata.txt to determine how the superseded data were derived.
 BE0991
 BE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU599706(NAD 83)
 BE0991_MARKER: DD = SURVEY DISK
 BE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0991_STAMPING: AT 18 RESET 1963
 BE0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0991+STABILITY: SURFACE MOTION
 BE0991
 BE0991  HISTORY     - Date     Condition        Report By
 BE0991  HISTORY     - 1963     MONUMENTED       CGS
 BE0991
 BE0991                          STATION DESCRIPTION
 BE0991
 BE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BE0991'AT TALLAHASSEE.
 BE0991'AT TALLAHASSEE, AT THE SOUTH ENTRANCE TO THE FLORIDA STATE
 BE0991'UNIVERSITY, IN THE NORTHEAST ANGLE OF WEST JEFFERSON STREET
 BE0991'AND UNIVERSITY WAY AND GREY STREET SOUTH, 27.5 FEET NORTH OF
 BE0991'THE NORTH CURB OF JEFFERSON STREET, 22.0 FEET EAST OF THE EAST
 BE0991'CURB OF UNIVERSITY WAY, AND 5.0 FEET EAST OF THE EAST FACE OF
 BE0991'THE BRICK ENTRANCE TO THE UNIVERSITY.  A STANDARD DISK SET IN
 BE0991'THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0994 ***********************************************************************
 BE0994  DESIGNATION -  AT 19 FLGS
 BE0994  PID         -  BE0994
 BE0994  STATE/COUNTY-  FL/LEON
 BE0994  USGS QUAD   -  TALLAHASSEE (1976)
 BE0994
 BE0994                         *CURRENT SURVEY CONTROL
 BE0994  ___________________________________________________________________
 BE0994* NAD 83(1986)-  30 26 32.     (N)    084 17 26.     (W)     SCALED    
 BE0994* NAVD 88     -        48.064  (meters)     157.69   (feet)  ADJUSTED  
 BE0994  ___________________________________________________________________
 BE0994  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0994  DYNAMIC HT  -          48.002 (meters)     157.49  (feet)  COMP
 BE0994  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BE0994
 BE0994  VERT ORDER  -  SECOND    CLASS 0
 BE0994
 BE0994.The horizontal coordinates were scaled from a topographic map and have
 BE0994.an estimated accuracy of +/- 6 seconds.
 BE0994
 BE0994.The orthometric height was determined by differential leveling
 BE0994.and adjusted by the National Geodetic Survey in June 1991..
 BE0994
 BE0994.The geoid height was determined by GEOID03.
 BE0994
 BE0994.The dynamic height is computed by dividing the NAVD 88
 BE0994.geopotential number by the normal gravity value computed on the
 BE0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0994.degrees latitude (g = 980.6199 gals.).
 BE0994
 BE0994.The modeled gravity was interpolated from observed gravity values.
 BE0994
 BE0994;                    North         East    Units  Estimated Accuracy
 BE0994;SPC FL N     -   159,890.      620,120.      MT  (+/- 180 meters Scaled)
 BE0994
 BE0994                          SUPERSEDED SURVEY CONTROL
 BE0994
 BE0994  NGVD 29 (??/??/92)   48.268  (m)          158.36   (f) ADJ UNCH    2 0
 BE0994
 BE0994.Superseded values are not recommended for survey control.
 BE0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0994.See file dsdata.txt to determine how the superseded data were derived.
 BE0994
 BE0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU602709(NAD 83)
 BE0994_MARKER: DD = SURVEY DISK
 BE0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0994_STAMPING: AT 19
 BE0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0994+STABILITY: SURFACE MOTION
 BE0994
 BE0994  HISTORY     - Date     Condition        Report By
 BE0994  HISTORY     - UNK      MONUMENTED       FLGS
 BE0994  HISTORY     - 1954     GOOD             NGS
 BE0994
 BE0994                          STATION DESCRIPTION
 BE0994
 BE0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE0994'AT TALLAHASSEE.
 BE0994'AT TALLAHASSEE, ABOUT 0.55 MILE WEST ALONG PARK AVENUE FROM
 BE0994'THE POST OFFICE, AT THE EAST EDGE OF THE CAMPUS OF FLORIDA
 BE0994'STATE UNIVERSITY, AT THE JUNCTION OF COPELAND STREET AND PARK
 BE0994'AVENUE, 15 3/4 FEET WEST OF WEST CURB OF COPELAND STREET, 12
 BE0994'FEET NORTH OF THE EXTENDED NORTH CURB OF PARK AVENUE, 68 FEET
 BE0994'EAST OF SOUTHEAST CORNER OF MUSIC HALL (A LARGE 2-STORY BRICK
 BE0994'BUILDING), 27 FEET SOUTHEAST OF A 40-INCH OAK TREE WITH A
 BE0994'9-FOOT TALL AND 1 FOOT WIDE CONCRETE PATCH ON SOUTH FACE OF
 BE0994'TREE, ABOUT LEVEL WITH STREET JUNCTION AND SET IN THE TOP OF A
 BE0994'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0787 ***********************************************************************
 AL0787  DESIGNATION -  AT H 1926
 AL0787  PID         -  AL0787
 AL0787  STATE/COUNTY-  FL/PINELLAS
 AL0787  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0787
 AL0787                         *CURRENT SURVEY CONTROL
 AL0787  ___________________________________________________________________
 AL0787* NAD 83(1990)-  28 12 42.01641(N)    082 50 39.14192(W)     ADJUSTED  
 AL0787* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0787  ___________________________________________________________________
 AL0787  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AL0787  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AL0787
 AL0787  HORZ ORDER  -  THIRD
 AL0787
 AL0787.The horizontal coordinates were established by classical geodetic methods
 AL0787.and adjusted by the National Geodetic Survey in May 1991..
 AL0787
 AL0787.The orthometric height was scaled from a topographic map.
 AL0787
 AL0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0787
 AL0787.The geoid height was determined by GEOID03.
 AL0787
 AL0787;                    North         East     Units Scale Factor Converg.
 AL0787;SPC FL W     -   429,953.883   117,128.343   MT  1.00002591   -0 23 56.8
 AL0787;SPC FL W     - 1,410,607.03    384,278.57   sFT  1.00002591   -0 23 56.8
 AL0787;UTM  17      - 3,122,027.908   319,011.154   MT  1.00000430   -0 52 19.4
 AL0787
 AL0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0787!SPC FL W     -   1.00000384  x   1.00002591  =   1.00002975
 AL0787!UTM  17      -   1.00000384  x   1.00000430  =   1.00000814
 AL0787
 AL0787                          SUPERSEDED SURVEY CONTROL
 AL0787
 AL0787  NAD 83(1986)-  28 12 42.02465(N)    082 50 39.15156(W) AD(       ) 3
 AL0787  NAD 27      -  28 12 40.98000(N)    082 50 39.78200(W) AD(       ) 3
 AL0787
 AL0787.Superseded values are not recommended for survey control.
 AL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0787.See file dsdata.txt to determine how the superseded data were derived.
 AL0787
 AL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM1901122028(NAD 83)
 AL0787_MARKER: DD = SURVEY DISK
 AL0787_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AL0787_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AL0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0787
 AL0787  HISTORY     - Date     Condition        Report By
 AL0787  HISTORY     - 1926     MONUMENTED       CGS
 AL0787  HISTORY     - 1940     GOOD             CGS
 AL0787  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 AL0787
 AL0787                          STATION DESCRIPTION
 AL0787
 AL0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RPE)
 AL0787'STATION IS ON THE NW EXTREMITY OF NORTH ANCLOTE KEY.  THE
 AL0787'STATION IS IN A SMALL CLEARING APPROXIMATELY 75 METERS IN A N-S
 AL0787'DIRECTION AND 60 METERS IN AN E-W DIRECTION.  THE CLEARING IS
 AL0787'SURROUNDED BY MARSH AND MANGROVE.  THE STATION IS ABOUT 30 PACES
 AL0787'FROM HIGH-WATER MARK TO THE N, 100 PACES FROM HIGH-WATER MARK
 AL0787'TO THE W, AND 100 PACES FROM HIGH-WATER MARK TO THE S.
 AL0787'
 AL0787'STATION IS MARKED BY HALF OF A 10-INCH TILE FILLED WITH CONCRETE
 AL0787'AND A STANDARD BRONZE HYDROGRAPHIC-STATION DISK STAMPED AT H 1925.
 AL0787'
 AL0787'LINES HAVE BEEN CLEARED IN FIVE DIRECTIONS FOR SIGNAL GUY WIRES,
 AL0787'ONE TO NW, W, SW, SE, AND E, WHICH SHOULD AFFORD A MEANS OF
 AL0787'RECOVERING THE STATION.  THERE ARE THREE PALM TREES ABOUT 20 INCHES
 AL0787'IN DIAMETER EASTERLY FROM THE STATION, WIDELY SEPARATED.
 AL0787'
 AL0787'STATION CONNECTED TO NORTH ANCLOTE 2 BY A STEEL TAPE AND TRANSIT
 AL0787'TRAVERSE AROUND THE BEACH.
 AL0787'
 AL0787'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.5 METERS
 AL0787
 AL0787                          STATION RECOVERY (1940)
 AL0787
 AL0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KGC)
 AL0787'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE 1926
 AL0787'DESCRIPTION--
 AL0787'
 AL0787'1.  THE WELL ESTABLISHED LOCAL NAME FOR THE 3 KEYS AT THE N END OF
 AL0787'ANCLOTE KEYS IS NORTH KEYS INSTEAD OF NORTH ANCLOTE KEY.
 AL0787'
 AL0787'2. THE CLEARING IS 60 METERS LONG IN A N AND S DIRECTION INSTEAD
 AL0787'OF APPROXIMATELY 75 METERS.
 AL0787'
 AL0787'3. THE STATION IS 20 METERS SW OF MEAN HIGH WATER AT ITS NEAREST
 AL0787'POINT INSTEAD OF ABOUT 30 PACES.
 AL0787'
 AL0787'4.  THE STATION IS ABOUT 50 METERS (SCALED FROM PHOTOGRAPHS) FROM
 AL0787'THE SHORE LINE TO THE W INSTEAD 100 PACES.
 AL0787'
 AL0787'5.  THE STATION IS 49 METERS FROM THE SHORE LINE TO THE S INSTEAD
 AL0787'OF 100 PACES.
 AL0787'
 AL0787'6.  THE TILE MENTIONED IS 12 INCHES INSTEAD OF 10 INCHES.
 AL0787'
 AL0787'7.  THE DISK IS STAMPED ATH 1925 INSTEAD OF AT H 1925.
 AL0787'
 AL0787'8.  THE 3 PALM TREES MENTIONED ARE VERY INCONSPICUOUS AND SHOULD
 AL0787'BE DELETED FROM THE DESCRIPTION.
 AL0787'
 AL0787'LOCATED AT THE N END OF ANCLOTE KEYS ON THE MOST N KEY OF A
 AL0787'GROUP WHICH COMPRISE NORTH KEYS.  IT IS ABOUT 50 METERS FROM THE
 AL0787'W EDGE OF THE KEY, IN A 60-METER-LONG GRASS-COVERED CLEARING
 AL0787'ON THE N SIDE, 22 METERS S OF A LARGE PROMINENT MANGROVE ON MEAN
 AL0787'HIGH WATER, 36 METERS N OF THE S END OF THE CLEARING, 10 METERS
 AL0787'E OF W EDGE OF MANGROVE, AND 7 METERS W OF POINT OF MANGROVE
 AL0787'ON E EDGE OF CLEARING.  THE STATION IS MARKED BY A STANDARD
 AL0787'HYDROGRAPHIC DISK, STAMPED ATH 1925, SET IN THE TOP OF A
 AL0787'12-INCH DIAMETER CONCRETE-FILLED TERRA-COTTA TILE AND EXTENDS 2
 AL0787'INCHES ABOVE GROUND.  NO REFERENCE MARKS WERE ESTABLISHED.
 AL0787
 AL0787                          STATION RECOVERY (1978)
 AL0787
 AL0787'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 AL0787'NOT RECOVERED.  ABOUT ONE-HALF OF UPPER 14 IN OF MONUMENT WITH
 AL0787'IMPRESSION OF DISK WAS FOUND LAYING ON SIDE.  THIS SMALL PIECE
 AL0787'COULD EASILY BE MOVED BY HAND OR WAVE ACTION.  IT WAS FOUND AT
 AL0787'APPROXIMATELY PRESENT HWL, 25 FEET EAST OF DEAD 14 IN PALM, 25
 AL0787'FEET NORTH OF TALL DEAD PALMETTO, 12 FEET WEST OF CLUMP OF
 AL0787'PALMETTOS, AND 100 FEET EAST OF PRESENT NORTHWEST POINT OF
 AL0787'KEY.  REMAINDER OF MONUMENT MAY POSSIBLY BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0008 ***********************************************************************
 AR0008  DESIGNATION -  ATHENA
 AR0008  PID         -  AR0008
 AR0008  STATE/COUNTY-  FL/TAYLOR
 AR0008  USGS QUAD   -  SALEM (1993)
 AR0008
 AR0008                         *CURRENT SURVEY CONTROL
 AR0008  ___________________________________________________________________
 AR0008* NAD 83(1990)-  29 57 52.21003(N)    083 28 21.86587(W)     ADJUSTED  
 AR0008* NAVD 88     -        16.590  (meters)      54.43   (feet)  ADJUSTED  
 AR0008  ___________________________________________________________________
 AR0008  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AR0008  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AR0008  DYNAMIC HT  -          16.568 (meters)      54.36  (feet)  COMP
 AR0008  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 AR0008
 AR0008  HORZ ORDER  -  FIRST
 AR0008  VERT ORDER  -  FIRST     CLASS I
 AR0008
 AR0008.The horizontal coordinates were established by classical geodetic methods
 AR0008.and adjusted by the National Geodetic Survey in May 1991..
 AR0008
 AR0008.The orthometric height was determined by differential leveling
 AR0008.and adjusted by the National Geodetic Survey in June 1991..
 AR0008
 AR0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR0008
 AR0008.The geoid height was determined by GEOID03.
 AR0008
 AR0008.The dynamic height is computed by dividing the NAVD 88
 AR0008.geopotential number by the normal gravity value computed on the
 AR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0008.degrees latitude (g = 980.6199 gals.).
 AR0008
 AR0008.The modeled gravity was interpolated from observed gravity values.
 AR0008
 AR0008;                    North         East     Units Scale Factor Converg.
 AR0008;SPC FL N     -   107,359.097   699,145.865   MT  0.99995466   +0 30 58.4
 AR0008;SPC FL N     -   352,227.30  2,293,781.06   sFT  0.99995466   +0 30 58.4
 AR0008;UTM  17      - 3,317,424.706   261,387.681   MT  1.00030252   -1 14 08.3
 AR0008
 AR0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR0008!SPC FL N     -   1.00000176  x   0.99995466  =   0.99995642
 AR0008!UTM  17      -   1.00000176  x   1.00030252  =   1.00030428
 AR0008
 AR0008|---------------------------------------------------------------------|
 AR0008| PID    Reference Object                     Distance      Geod. Az  |
 AR0008|                                                           dddmmss.s |
 AR0008| AR0009 ATHENA RM 1                          48.778 METERS 10726     |
 AR0008| CW3287 ATHENA AZ MK                                       1103208.3 |
 AR0008| AR0022 SALEM NW BASE                       APPROX.10.5 KM 1455929.9 |
 AR0008| CW3288 ATHENA RM 2                          51.600 METERS 19607     |
 AR0008| AR1448 ATHENA RM 3                          24.831 METERS 28810     |
 AR0008| BD2492 PERRY GRAHAM PAIGE BODY CO TK       APPROX.18.2 KM 3290322.4 |
 AR0008|---------------------------------------------------------------------|
 AR0008
 AR0008                          SUPERSEDED SURVEY CONTROL
 AR0008
 AR0008  NAD 83(1986)-  29 57 52.21961(N)    083 28 21.87343(W) AD(       ) 1
 AR0008  NAD 27      -  29 57 51.44100(N)    083 28 22.35700(W) AD(       ) 1
 AR0008  NGVD 29 (??/??/92)   16.789  (m)           55.08   (f) ADJ UNCH    1 1
 AR0008
 AR0008.Superseded values are not recommended for survey control.
 AR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0008.See file dsdata.txt to determine how the superseded data were derived.
 AR0008
 AR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6138817425(NAD 83)
 AR0008_MARKER: DS = TRIANGULATION STATION DISK
 AR0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0008_STAMPING: ATHENA 1933
 AR0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0008+STABILITY: SURFACE MOTION
 AR0008
 AR0008  HISTORY     - Date     Condition        Report By
 AR0008  HISTORY     - 1933     MONUMENTED       CGS
 AR0008  HISTORY     - 1934     GOOD             FLGS
 AR0008  HISTORY     - 1940     GOOD             CGS
 AR0008  HISTORY     - 1963     GOOD             CGS
 AR0008  HISTORY     - 1967     GOOD             CGS
 AR0008  HISTORY     - 1967     GOOD             NGS
 AR0008  HISTORY     - 1977     GOOD             NGS
 AR0008  HISTORY     - 1977     GOOD             NGS
 AR0008
 AR0008                          STATION DESCRIPTION
 AR0008
 AR0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 AR0008'THE STATION IS 2.2 MILES SE OF THE RAILROAD STATION IN ATHENA,
 AR0008'ABOUT 7 MILES NW OF SALEM, AND AT THE NE CORNER OF INTERSECTION
 AR0008'OF THE OLD PAVED HIGHWAY AND THE NEW GRADED ROAD FROM SALEM TO
 AR0008'ATHENA (STATE HIGHWAY 19).  THE STATION IS 32 FEET N OF THE
 AR0008'CENTER LINE OF OLD PAVEMENT, 93 FEET NE OF CENTER LINE OF THE
 AR0008'NEW ROAD BED, 146 FEET E OF THE INTERSECTION OF THE OLD AND
 AR0008'NEW ROAD.  THE MARK PROJECTS 10 INCHES.  IT IS 20.5 FEET SSE
 AR0008'OF BLAZE ON PINE, AND 59 FEET W OF BLAZE ON OAK.
 AR0008'
 AR0008'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 AR0008'STANDARD BRONZE DISKS SET IN CONCRETE.
 AR0008'
 AR0008'REFERENCE MARK NO. 1 IS E OF THE STATION, 36 FEET N OF THE
 AR0008'OLD ROAD.  PROJECTS 4 INCHES.
 AR0008'
 AR0008'REFERENCE MARK NO. 2 IS S OF THE STATION, 53 FEET SW OF THE
 AR0008'CENTER LINE OF NEW ROAD, 60 YARDS SE OF INTERSECTION, AND
 AR0008'12 FEET NE OF 6-INCH PINE.  IT PROJECTS 6 INCHES.
 AR0008'
 AR0008'AZIMUTH MARK IS 0.2 MILE E OF THE STATION WHERE THE ROAD
 AR0008'TURNS SE PARALLELING THE RAILROAD TRACKS.  IT IS 21.5 FEET NE OF
 AR0008'ROAD, 9 FEET SW OF RAILROAD FENCE, 33 FEET SE OF 15-INCH
 AR0008'PINE.  IT PROJECTS 6 INCHES.  62 YARDS NW OF SIGNAL ON W SIDE
 AR0008'OF RAILROAD TRACKS.
 AR0008'
 AR0008'TO REACH STATION, GO SE ON U.S. HIGHWAY 19, 2.2 MILES FROM THE
 AR0008'RAILROAD STATION AT ATHENA TO THE INTERSECTION MENTIONED ABOVE.
 AR0008
 AR0008                          STATION RECOVERY (1934)
 AR0008
 AR0008'RECOVERY NOTE BY FLORIDA GEODETIC SURVEY 1934
 AR0008'STATION AND ALL MARKS RECOVERED.  DESCRIPTION IS ADEQUATE.
 AR0008'
 AR0008'NOTE--NEW HIGHWAY IS COMPLETED AT THIS LOCATION, SO THE
 AR0008'WORDS IN DESCRIPTION, NEW GRADED ROAD CAN BE CHANGED TO NEW
 AR0008'HIGHWAY FLORIDA 19.
 AR0008
 AR0008                          STATION RECOVERY (1940)
 AR0008
 AR0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GLA)
 AR0008'THE STATION IS ABOUT 2 MILES SE OF ATHENA AND 6 MILES NW OF
 AR0008'SALEM AT THE NE CORNER OF THE INTERSECTION OF OLD AND NEW
 AR0008'U.S. HIGHWAY 19.  THE MARKS IS 32 FEET N OF THE CENTER OF THE
 AR0008'OLD PAVEMENT, 91 FEET NE OF THE CENTER OF NEW PAVEMENT, AND
 AR0008'140 FEET E OF THE INTERSECTION OF THE OLD AND NEW PAVEMENTS.  IT
 AR0008'IS 20.5 FEET SSE OF A BLAZE ON A PINE TREE AND 59 FEET W OF A
 AR0008'BLAZE ON AN OAK TREE.  STATION MARK, A STANDARD BRONZE DISK SET
 AR0008'IN CONCRETE PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS
 AR0008'STAMPED ATHENA 1933.
 AR0008'
 AR0008'REFERENCE MARK NO. 1 IS 160.05 FEET ESE OF THE
 AR0008'STATION AND 36 FEET N OF THE CENTER OF THE OLD PAVEMENT, AND IS
 AR0008'STAMPED ATHENA NO. 1 1933, PROJECTS 4 INCHES.
 AR0008'
 AR0008'REFERENCE MARK NO. 2 IS 169.29 FEET SSW OF THE
 AR0008'STATION, 57 FEET SW OF THE CENTER OF THE NEW PAVEMENT, 12 FEET
 AR0008'NE OF AN 8-INCH PINE TREE, AND 204 FEET SE OF THE INTERSECTION
 AR0008'OF THE OLD AND NEW PAVEMENTS.  IT PROJECTS 6 INCHES ABOVE THE
 AR0008'GROUND AND IS STAMPED ATHENA NO. 2 1933.
 AR0008'
 AR0008'THE AZIMUTH MARK IS ABOUT 0.2 MILES ESE OF THE
 AR0008'STATION WHERE THE OLD ROAD TURNS SE PARALLELING THE RAILROAD
 AR0008'TRACKS.  IT IS 22 FEET NE OF CENTER OF OLD ROAD AND 69 FEET SW OF
 AR0008'THE CENTER OF THE RAILROAD TRACKS.  IT PROJECTS ABOUT 6 INCHES
 AR0008'ABOVE THE GROUND AND IS STAMPED ATHENA 1933 AZIMUTH.
 AR0008'
 AR0008'TO REACH THE STATION FROM THE ATHENA SERVICE STATION, WHICH
 AR0008'IS 11 MILES S OF PERRY, DRIVE S ON U.S. HIGHWAY 19 FOR 1.9 MILES.
 AR0008'
 AR0008'A 116-FOOT TOWER WAS BUILT HERE IN 1933.
 AR0008
 AR0008                          STATION RECOVERY (1963)
 AR0008
 AR0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AR0008'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AR0008'CONDITION AS DESCRIBED IN 1940.  THE AZIMUTH MARK WAS NOT FOUND
 AR0008'AFTER A THOROUGH SEARCH.  A NEW HOUSE HAS BEEN BUILT NEAR
 AR0008'THE STATION.
 AR0008'
 AR0008'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST AT ATHENA AND
 AR0008'6 MILES NORTHWEST OF SALEM AT THE NORTHEAST CORNER OF THE
 AR0008'OLD AND NEW U.S. HIGHWAY 19.
 AR0008'
 AR0008'TO REACH THE STATION FROM THE SALEM SCHOOL AND SALEM MOTEL IN
 AR0008'SALEM, GO NORTHWEST ON U.S. HIGHWAY 90 FOR 6.3 MILES TO A SHINGLED
 AR0008'HOUSE ON THE LEFT, THE OLD HIGHWAY LEADING SOUTHEAST AND
 AR0008'THE STATION.
 AR0008'
 AR0008'STATION MARK IS A STANDARD DISK STAMPED ATHENA 1933, SET IN
 AR0008'THE TOP OF A CONCRETE MONUMENT PROJECTING 6 INCHES, 170 FEET
 AR0008'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE,
 AR0008'90 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 32 FEET NORTH OF
 AR0008'THE CENTER OF THE OLD HIGHWAY, 84 FEET EAST OF A POWER POLE
 AR0008'AND 2 FEET SOUTHWEST OF A WITNESS SIGN.
 AR0008'
 AR0008'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ATHENA NO 1 1933,
 AR0008'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES,
 AR0008'ABOUT 50 FEET NORTH OF A WHITE, SHINGLED HOUSE, 56 FEET SOUTHWEST
 AR0008'OF THE HIGHWAY, 21 FEET NORTHWEST OF A FENCE CORNER AND 4 FEET
 AR0008'SOUTHWEST OF A FENCE.
 AR0008
 AR0008                          STATION RECOVERY (1967)
 AR0008
 AR0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 AR0008'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S. HIGHWAY 221
 AR0008'AT PERRY, GO ABOUT 11.35 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AR0008'19.  ABOUT 0.6 MILE NORTHWEST OF THE JUNCTION OF A SAND ROAD
 AR0008'LEADING NORTHEAST, AT THE JUNCTION OF AN OLD ABANDONED ROAD,
 AR0008'ALONG THE SOUTHWEST EDGE OF A YARD FOR A BRICK RESIDENT, 90 FEET
 AR0008'NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 AR0008'HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF ABANDONED ROAD,
 AR0008'164-1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 AR0008'RESIDENT, 11 FEET NOTHWEST OF THE CENTER LINE OF A DIRT
 AR0008'DRIVEWAY, 4 FEET SOUTH OF A 5-FOOT HIGH TELEPHONE POLE MARKING
 AR0008'AN UNDERGROUND CABLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 AR0008'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 AR0008'LEVEL OF THE GROUND.  RM 2 WAS NOT RECOVERED, BM L284 IS SET
 AR0008'CLOSE BY AND MAY BE USED AS AN RM, THE AZIMUTH MARK WAS NOT
 AR0008'RECOVERED, BM Z286 WAS SET 0.75 MILE SOUTHEAST AND
 AR0008'MAY BE USED.
 AR0008
 AR0008                          STATION RECOVERY (1967)
 AR0008
 AR0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AR0008'11.4 MI SE FROM PERRY.
 AR0008'ABOUT 11.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM
 AR0008'THE JUNCTION OF U.S. HIGHWAY 221 AT PERRY, IN SECTION 13, R 8
 AR0008'E, T 6 S, ABOUT 0.6 MILE NORTHWEST OF THE JUNCTION OF A SAND
 AR0008'ROAD LEADING NORTHEAST, AT THE JUNCTION OF AN OLD ABANDONED ROAD,
 AR0008'ALONG THE SOUTHWEST EDGE OF A YARD FOR A BRICK RESIDENT, 90
 AR0008'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 AR0008'HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF ABANDONED ROAD,
 AR0008'164 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 AR0008'RESIDENT, 11 FEET NORTHWEST OF THE CENTER LINE OF A DIRT
 AR0008'DRIVEWAY, 4 FEET SOUTH OF A 5-FOOT HIGH TELEPHONE POLE MARKING
 AR0008'AN UNDERGROUND CABLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 AR0008'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 AR0008'LEVEL OF THE GROUND.
 AR0008
 AR0008                          STATION RECOVERY (1977)
 AR0008
 AR0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AR0008'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AR0008'MARK 1 WAS FOUND IN GOOD CONDITION BUT CHIPPED.  REFERENCE MARK
 AR0008'2 AND AZIMUTH MARK WERE DESTROYED WHEN U.S. HIGHWAY 19 AND 98
 AR0008'WAS FOUR LANED.  THE DISTANCE TO REFERENCE MARK CHECKED THE
 AR0008'ORIGINAL DESCRIPTION.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 AR0008'TIME.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 AR0008'
 AR0008'STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF SALEM, ON THE
 AR0008'NORTHEAST SIDE OF U.S. HIGHWAY 19 AND 98 AND ON PROPERTY OF
 AR0008'W.D. PRIDGEON, ROUTE 2, BOX 327, PERRY, FLORIDA.  32347
 AR0008'
 AR0008'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19, 98
 AR0008'AND 221 IN PERRY, GO SOUTHEAST ON U.S. HIGHWAY 19 AND 98 FOR
 AR0008'11.35 MILES TO A HOUSE AND STATION ON LEFT.
 AR0008'
 AR0008'STATION MARK, A STANDARD DISK STAMPED ATHENA 1933, IS SET IN THE
 AR0008'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 9-INCHES
 AR0008'ABOVE THE GROUND SURFACE.  IT IS 164.5 FEET SOUTHWEST OF THE
 AR0008'SOUTHWEST CORNER OF A BRICK HOUSE, 31 FEET NORTH OF THE CENTER
 AR0008'OF THE ABANDONED OLD HIGHWAY, 11 FEET NORTHWEST OF THE CENTER
 AR0008'OF DRIVEWAY TO HOUSE, 4 FEET SOUTH OF A 5-FOOT HIGH TELEPHONE
 AR0008'POLE MARKING AN UNDERGROUND CABLE AND 1 FOOT SOUTHWEST OF A
 AR0008'METAL WITNESS POST.
 AR0008'
 AR0008'REFERENCE MARK 1, A STANDARD DISK STAMPED ATHENA NO 1 1933, IS
 AR0008'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 AR0008'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS CHIPPED
 AR0008'ON THE WEST AND NORTH SIDES.  IT IS 166 FEET NORTHEAST OF AND
 AR0008'ACROSS ABANDONED ROAD FROM THE CENTER OF THE NORTHBOUND LANE OF
 AR0008'U.S. HIGHWAY 19 AND 98, 103 FEET EAST OF A 30-INCH OAK TREE,
 AR0008'183 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 38
 AR0008'FEET NORTH OF THE CENTER OF THE ABANDONED OLD HIGHWAY AND
 AR0008'ABOUT LEVEL WITH THE HIGHWAY.
 AR0008'
 AR0008'REFERENCE MARK 3, A STANDARD DISK STAMPED ATHENA 1933 NO 3 1977,
 AR0008'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 AR0008'SET FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET NORTHEAST OF
 AR0008'THE CENTER OF THE NORTHBOUND LANE OF U.S. HIGHWAY 19 AND 98,
 AR0008'90 FEET WEST OF THE CENTER OF A PROJECTED LINE OF DRIVEWAY TO
 AR0008'HOUSE, 30 FEET NORTH OF THE CENTER OF A PROJECTED LINE OF
 AR0008'THE ABANDONED OLD HIGHWAY AND 1.9 FEET NORTHWEST OF A POWER
 AR0008'LINE POLE AND A METAL WITNESS POST.
 AR0008'
 AR0008'NOTICE--PLEASE NOTIFY MR. OR MRS. W.D. PRIDGEON BEFORE VISITING
 AR0008'THE STATION.
 AR0008'
 AR0008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AR0008'11.35 MILES SOUTHEAST OF PERRY.
 AR0008
 AR0008                          STATION RECOVERY (1977)
 AR0008
 AR0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AR0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0009 ***********************************************************************
 AR0009  DESIGNATION -  ATHENA RM 1
 AR0009  PID         -  AR0009
 AR0009  STATE/COUNTY-  FL/TAYLOR
 AR0009  USGS QUAD   -  SALEM (1993)
 AR0009
 AR0009                         *CURRENT SURVEY CONTROL
 AR0009  ___________________________________________________________________
 AR0009* NAD 83(1986)-  29 57 50.     (N)    083 28 21.     (W)     SCALED    
 AR0009* NAVD 88     -        16.356  (meters)      53.66   (feet)  ADJUSTED  
 AR0009  ___________________________________________________________________
 AR0009  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AR0009  DYNAMIC HT  -          16.334 (meters)      53.59  (feet)  COMP
 AR0009  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 AR0009
 AR0009  VERT ORDER  -  FIRST     CLASS I
 AR0009
 AR0009.The horizontal coordinates were scaled from a topographic map and have
 AR0009.an estimated accuracy of +/- 6 seconds.
 AR0009
 AR0009.The orthometric height was determined by differential leveling
 AR0009.and adjusted by the National Geodetic Survey in June 1991..
 AR0009
 AR0009.The geoid height was determined by GEOID03.
 AR0009
 AR0009.The dynamic height is computed by dividing the NAVD 88
 AR0009.geopotential number by the normal gravity value computed on the
 AR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0009.degrees latitude (g = 980.6199 gals.).
 AR0009
 AR0009.The modeled gravity was interpolated from observed gravity values.
 AR0009
 AR0009;                    North         East    Units  Estimated Accuracy
 AR0009;SPC FL N     -   107,290.      699,170.      MT  (+/- 180 meters Scaled)
 AR0009
 AR0009                          SUPERSEDED SURVEY CONTROL
 AR0009
 AR0009  NGVD 29 (??/??/92)   16.555  (m)           54.31   (f) ADJ UNCH    1 1
 AR0009
 AR0009.Superseded values are not recommended for survey control.
 AR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0009.See file dsdata.txt to determine how the superseded data were derived.
 AR0009
 AR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP614173(NAD 83)
 AR0009_MARKER: DB = BENCH MARK DISK
 AR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0009_STAMPING: ATHENA NO 1 1933
 AR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0009+STABILITY: SURFACE MOTION
 AR0009
 AR0009  HISTORY     - Date     Condition        Report By
 AR0009  HISTORY     - 1933     MONUMENTED       CGS
 AR0009  HISTORY     - 1967     GOOD             NGS
 AR0009  HISTORY     - 1977     GOOD             NGS
 AR0009
 AR0009                          STATION DESCRIPTION
 AR0009
 AR0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0009'11.4 MI SE FROM PERRY.
 AR0009'ABOUT 11.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM
 AR0009'THE JUNCTION OF U.S. HIGHWAY 221 AT PERRY, IN SECTION 13, R 8
 AR0009'E, T 6 S, ABOUT 0.6 MILE NORTHWEST OF THE JUNCTION OF A SAND
 AR0009'ROAD LEADING NORTHEAST, NEAR THE JUNCTION OF AN ABANDONED ROAD
 AR0009'LEADING EAST, NEAR THE SOUTH CORNER OF A YARD FOR A BRICK
 AR0009'RESIDENT, 166 FEET NORTHEAST OF AND ACROSS ABANDONED ROAD FROM
 AR0009'THE CENTER LINE OF THE NORTHBOUND LANE HIGHWAY, 38 FEET NORTH
 AR0009'OF THE CENTER LINE OF THE ABANDONED ROAD, 103 FEET EAST OF A
 AR0009'LONE 30-INCH OAK TREE, 183 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AR0009'OF THE RESIDENCE, 160.1 FEET SOUTHEAST OF THE STATION DESCRIBED,
 AR0009'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AR0009'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AR0009
 AR0009                          STATION RECOVERY (1977)
 AR0009
 AR0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AR0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1448 ***********************************************************************
 AR1448  DESIGNATION -  ATHENA RM 3
 AR1448  PID         -  AR1448
 AR1448  STATE/COUNTY-  FL/TAYLOR
 AR1448  USGS QUAD   -  SALEM (1993)
 AR1448
 AR1448                         *CURRENT SURVEY CONTROL
 AR1448  ___________________________________________________________________
 AR1448* NAD 83(1986)-  29 57 52.     (N)    083 28 22.     (W)     SCALED    
 AR1448* NAVD 88     -        16.24   (+/-2cm)      53.3    (feet)  VERTCON   
 AR1448  ___________________________________________________________________
 AR1448  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AR1448
 AR1448  VERT ORDER  -  THIRD (See Below)
 AR1448
 AR1448.The horizontal coordinates were scaled from a topographic map and have
 AR1448.an estimated accuracy of +/- 6 seconds.
 AR1448
 AR1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1448.The vertical order pertains to the NGVD 29 superseded value.
 AR1448
 AR1448.The geoid height was determined by GEOID03.
 AR1448
 AR1448;                    North         East    Units  Estimated Accuracy
 AR1448;SPC FL N     -   107,350.      699,140.      MT  (+/- 180 meters Scaled)
 AR1448
 AR1448                          SUPERSEDED SURVEY CONTROL
 AR1448
 AR1448  NGVD 29 (08/19/04)   16.44   (m)           53.9    (f) RESET       3  
 AR1448
 AR1448.Superseded values are not recommended for survey control.
 AR1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1448.See file dsdata.txt to determine how the superseded data were derived.
 AR1448
 AR1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP613174(NAD 83)
 AR1448_MARKER: DR = REFERENCE MARK DISK
 AR1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1448_STAMPING: ATHENA 1933 NO 3 1977
 AR1448_PROJECTION: FLUSH
 AR1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1448+STABILITY: SURFACE MOTION
 AR1448
 AR1448  HISTORY     - Date     Condition        Report By
 AR1448  HISTORY     - 1977     MONUMENTED       NGS
 AR1448
 AR1448                          STATION DESCRIPTION
 AR1448
 AR1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AR1448'11.35 MI SE FROM PERRY.
 AR1448'11.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM ITS
 AR1448'JUNCTION WITH U.S. HIGHWAY 221 AT PERRY, NEAR THE JUNCTION OF
 AR1448'AN ABANDONED ROAD LEADING EAST, NEAR THE SOUTH CORNER OF A YARD
 AR1448'FOR A BRICK RESIDENT, 90.0 FEET WEST OF THE CENTER OF PROJECTED
 AR1448'LINE OF DRIVEWAY TO HOUSE, 52.0 FEET NORTHEAST OF CENTER OF THE
 AR1448'NORTHBOUND LANE OF U.S. HIGHWAY 19 AND 98, 30.0 FEET NORTH OF THE
 AR1448'CENTER OF PROJECTED LINE OF AN ABANDONED HIGHWAY, 1.9 FEET
 AR1448'NORTHWEST OF A POWERLINE POLE.
 AR1448'THE MARK IS 1.9 FT  NW FROM A WITNESS POST.
 AR1448'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE5458 ***********************************************************************
 AE5458  HT_MOD      -  This is a Height Modernization Survey Station.
 AE5458  CORS        -  This is a GPS Continuously Operating Reference Station.
 AE5458  DESIGNATION -  ATL OCEAN&MET LAB CORS L1 PHASE CENTER
 AE5458  CORS_ID     -  AOML
 AE5458  PID         -  AE5458
 AE5458  STATE/COUNTY-  FL/MIAMI-DADE
 AE5458  USGS QUAD   -  KEY BISCAYNE (1994)
 AE5458
 AE5458                         *CURRENT SURVEY CONTROL
 AE5458  ___________________________________________________________________
 AE5458* NAD 83(CORS)-  25 44 04.87215(N)    080 09 43.90436(W)     ADJUSTED  
 AE5458* NAVD 88     -        27.48   (meters)      90.2    (feet)  GPS OBS   
 AE5458  ___________________________________________________________________
 AE5458  EPOCH DATE  -        2002.00
 AE5458  X           -     982,297.381 (meters)                     COMP
 AE5458  Y           -  -5,664,608.944 (meters)                     COMP
 AE5458  Z           -   2,752,614.764 (meters)                     COMP
 AE5458  ELLIP HEIGHT-           1.84  (meters)          (03/??/02) GPS OBS
 AE5458  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AE5458
 AE5458  HORZ ORDER  -  SPECIAL (CORS)
 AE5458  ELLP ORDER  -  SPECIAL (CORS)
 AE5458
 AE5458.ITRF positions are available for this station.
 AE5458.The coordinates were established by GPS observations
 AE5458.and adjusted by the National Geodetic Survey in March 2002..
 AE5458.The coordinates are valid at the epoch date displayed above.
 AE5458.The epoch date for horizontal control is a decimal equivalence
 AE5458.of Year/Month/Day.
 AE5458
 AE5458.The orthometric height was determined by GPS observations and a
 AE5458.high-resolution geoid model using precise GPS observation and
 AE5458.processing techniques.
 AE5458
 AE5458.The PID for the CORS ARP is AF9659.
 AE5458
 AE5458.The XYZ, and position/ellipsoidal ht. are equivalent.
 AE5458
 AE5458.The ellipsoidal height was determined by GPS observations
 AE5458.and is referenced to NAD 83.
 AE5458
 AE5458.The geoid height was determined by GEOID03.
 AE5458
 AE5458;                    North         East     Units Scale Factor Converg.
 AE5458;SPC FL E     -   155,490.465   284,063.506   MT  1.00002840   +0 21 49.7
 AE5458;SPC FL E     -   510,138.30    931,965.02   sFT  1.00002840   +0 21 49.7
 AE5458
 AE5458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5458!SPC FL E     -   0.99999971  x   1.00002840  =   1.00002811
 AE5458
 AE5458                          SUPERSEDED SURVEY CONTROL
 AE5458
 AE5458  NAD 83(CORS)-  25 44 04.87229(N)    080 09 43.90471(W) AD(1997.00) c
 AE5458  ELLIP H (04/??/01)    1.83   (m)                       GP(1997.00) c c
 AE5458  NAD 83(CORS)-  25 44 04.87227(N)    080 09 43.90515(W) AD(1997.00) c
 AE5458  ELLIP H (07/??/98)    1.85   (m)                       GP(1997.00) c c
 AE5458  NAD 83(CORS)-  25 44 04.87227(N)    080 09 43.90515(W) AD(1996.00) c
 AE5458  ELLIP H (01/??/98)    1.85   (m)                       GP(1996.00) c c
 AE5458
 AE5458.Superseded values are not recommended for survey control.
 AE5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5458.See file dsdata.txt to determine how the superseded data were derived.
 AE5458
 AE5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8403546569(NAD 83)
 AE5458_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AE5458
 AE5458                          STATION DESCRIPTION
 AE5458
 AE5458'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AE5458'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AE5458'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AE5458'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AE5458'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AE5458'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF9659 ***********************************************************************
 AF9659  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9659  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9659  DESIGNATION -  ATL OCEAN&MET LAB CORS ARP
 AF9659  CORS_ID     -  AOML
 AF9659  PID         -  AF9659
 AF9659  STATE/COUNTY-  FL/MIAMI-DADE
 AF9659  USGS QUAD   -  KEY BISCAYNE (1994)
 AF9659
 AF9659                         *CURRENT SURVEY CONTROL
 AF9659  ___________________________________________________________________
 AF9659* NAD 83(CORS)-  25 44 04.87215(N)    080 09 43.90436(W)     ADJUSTED  
 AF9659* NAVD 88     -        27.37   (meters)      89.8    (feet)  GPS OBS   
 AF9659  ___________________________________________________________________
 AF9659  EPOCH DATE  -        2002.00
 AF9659  X           -     982,297.364 (meters)                     COMP
 AF9659  Y           -  -5,664,608.846 (meters)                     COMP
 AF9659  Z           -   2,752,614.716 (meters)                     COMP
 AF9659  ELLIP HEIGHT-           1.73  (meters)          (03/??/02) GPS OBS
 AF9659  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AF9659
 AF9659  HORZ ORDER  -  SPECIAL (CORS)
 AF9659  ELLP ORDER  -  SPECIAL (CORS)
 AF9659
 AF9659.ITRF positions are available for this station.
 AF9659.The coordinates were established by GPS observations
 AF9659.and adjusted by the National Geodetic Survey in March 2002..
 AF9659.The coordinates are valid at the epoch date displayed above.
 AF9659.The epoch date for horizontal control is a decimal equivalence
 AF9659.of Year/Month/Day.
 AF9659
 AF9659.The orthometric height was determined by GPS observations and a
 AF9659.high-resolution geoid model using precise GPS observation and
 AF9659.processing techniques.
 AF9659
 AF9659.The PID for the CORS L1 Phase Center is AE5458.
 AF9659
 AF9659.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9659
 AF9659.The ellipsoidal height was determined by GPS observations
 AF9659.and is referenced to NAD 83.
 AF9659
 AF9659.The geoid height was determined by GEOID03.
 AF9659
 AF9659;                    North         East     Units Scale Factor Converg.
 AF9659;SPC FL E     -   155,490.465   284,063.506   MT  1.00002840   +0 21 49.7
 AF9659;SPC FL E     -   510,138.30    931,965.02   sFT  1.00002840   +0 21 49.7
 AF9659
 AF9659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9659!SPC FL E     -   0.99999973  x   1.00002840  =   1.00002813
 AF9659
 AF9659                          SUPERSEDED SURVEY CONTROL
 AF9659
 AF9659  NAD 83(CORS)-  25 44 04.87229(N)    080 09 43.90471(W) AD(1997.00) c
 AF9659  ELLIP H (04/??/01)    1.72   (m)                       GP(1997.00) c c
 AF9659  NAD 83(CORS)-  25 44 04.87227(N)    080 09 43.90515(W) AD(1997.00) c
 AF9659  ELLIP H (07/??/98)    1.74   (m)                       GP(1997.00) c c
 AF9659  NAD 83(CORS)-  25 44 04.87227(N)    080 09 43.90515(W) AD(1996.00) c
 AF9659  ELLIP H (01/??/98)    1.74   (m)                       GP(1996.00) c c
 AF9659
 AF9659.Superseded values are not recommended for survey control.
 AF9659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9659.See file dsdata.txt to determine how the superseded data were derived.
 AF9659
 AF9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8403546569(NAD 83)
 AF9659_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9659
 AF9659                          STATION DESCRIPTION
 AF9659
 AF9659'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9659'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9659'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9659'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9659'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9659'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD6884 ***********************************************************************
 AD6884  DESIGNATION -  ATLANTIC
 AD6884  PID         -  AD6884
 AD6884  STATE/COUNTY-  FL/PALM BEACH
 AD6884  USGS QUAD   -  BOCA RATON (1983)
 AD6884
 AD6884                         *CURRENT SURVEY CONTROL
 AD6884  ___________________________________________________________________
 AD6884* NAD 83(1990)-  26 22 18.23884(N)    080 06 13.26945(W)     ADJUSTED  
 AD6884* NAVD 88     -        28.9    (meters)      95.     (feet)  VERTCON   
 AD6884  ___________________________________________________________________
 AD6884  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AD6884  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AD6884
 AD6884  HORZ ORDER  -  FIRST
 AD6884
 AD6884.The horizontal coordinates were established by classical geodetic methods
 AD6884.and adjusted by the National Geodetic Survey in May 1991..
 AD6884
 AD6884.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6884
 AD6884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD6884
 AD6884.The geoid height was determined by GEOID03.
 AD6884
 AD6884;                    North         East     Units Scale Factor Converg.
 AD6884;SPC FL E     -   226,107.840   289,449.567   MT  1.00003993   +0 23 53.4
 AD6884;SPC FL E     -   741,822.14    949,635.79   sFT  1.00003993   +0 23 53.4
 AD6884;UTM  17      - 2,917,162.675   589,419.047   MT  0.99969872   +0 23 53.4
 AD6884
 AD6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6884!SPC FL E     -   0.99999953  x   1.00003993  =   1.00003946
 AD6884!UTM  17      -   0.99999953  x   0.99969872  =   0.99969825
 AD6884
 AD6884:                Primary Azimuth Mark                     Grid Az
 AD6884:SPC FL E     -  BOCA RATON NORTH MUN TANK                051 22 29.1
 AD6884:UTM  17      -  BOCA RATON NORTH MUN TANK                051 22 29.1
 AD6884
 AD6884|---------------------------------------------------------------------|
 AD6884| PID    Reference Object                     Distance      Geod. Az  |
 AD6884|                                                           dddmmss.s |
 AD6884| AD6817 BOCA RATON NORTH MUN TANK           APPROX. 2.9 KM 0514622.5 |
 AD6884| CW8424 ATLANTIC RM 1                         4.274 METERS 06645     |
 AD6884| AD6876 BOCA RATON SOUTH MUN TANK           APPROX. 4.0 KM 1604930.0 |
 AD6884| AD6879 BOCA RATON 1ST PRESB CH SPIRE       APPROX. 3.1 KM 1691952.1 |
 AD6884| CW8425 ATLANTIC RM 2                         4.497 METERS 24641     |
 AD6884| AD2646 P 98                                               2573737.3 |
 AD6884| AD6926 UNIVERSITY PARK MUN TANK            APPROX. 4.2 KM 3072330.6 |
 AD6884| CW8426 ATLANTIC RM 3                         5.173 METERS 32554     |
 AD6884|---------------------------------------------------------------------|
 AD6884
 AD6884                          SUPERSEDED SURVEY CONTROL
 AD6884
 AD6884  NAD 83(1986)-  26 22 18.24313(N)    080 06 13.27635(W) AD(       ) 1
 AD6884  NAD 27      -  26 22 16.96609(N)    080 06 14.11881(W) AD(       ) 1
 AD6884  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 AD6884
 AD6884.Superseded values are not recommended for survey control.
 AD6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6884.See file dsdata.txt to determine how the superseded data were derived.
 AD6884
 AD6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8941917163(NAD 83)
 AD6884_MARKER: DS = TRIANGULATION STATION DISK
 AD6884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6884
 AD6884  HISTORY     - Date     Condition        Report By
 AD6884  HISTORY     - 1970     MONUMENTED       NGS
 AD6884  HISTORY     - 1981     GOOD             LOCENG
 AD6884  HISTORY     - 1989     GOOD             USPSQD
 AD6884  HISTORY     - 20040105 MARK NOT FOUND   USPSQD
 AD6884  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 AD6884
 AD6884                          STATION DESCRIPTION
 AD6884
 AD6884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (NCA)
 AD6884'THE STATION IS 7 MILES SOUTHWEST OF DELRAY BEACH, 5 MILES NORTHWEST
 AD6884'OF DEERFIELD BEACH, ON THE WEST EDGE OF BOCA RATON, ON PROPERTY
 AD6884'OWNED BY FLORIDA ATLANTIC UNIVERSITY AND ATOP THE UNIVERSITY
 AD6884'LIBRARY ON THE PENTHOUSE ROOF.
 AD6884'
 AD6884'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 810 AND
 AD6884'S-809, 4 MILES WEST OF DEERFIELD BEACH, GO NORTH ON HIGHWAY S-809
 AD6884'FOR 3.65 MILES TO A T INTERSECION.  TURN RIGHT AND GO EAST ON
 AD6884'HIGHWAY S-809 (BOCA RATON ROAD) FOR 2.1 MILES TO WHERE HIGHWAY
 AD6884'S-809 TURNS LEFT AND BOCA RATON ROAD CONTINUES EAST.  CONTINUE
 AD6884'EAST ON BOCA RATON ROAD FOR 0.05 MILE TO BM P 98 (AZIMUTH MARK) ON
 AD6884'THE LEFT.  CONTINUE EAST ON BOCA RATON ROAD OF 0.95 MILE TO A
 AD6884'SIDE ROAD LEFT AT A SIGN FLORIDA ATLANTIC UNIVERSITY.  TURN LEFT
 AD6884'AND GO NORTH AND EAST ON THE PAVED ROAD FOR 0.15 MILE TO A
 AD6884'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 AD6884'0.35 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 AD6884'PAVED ROAD FOR 0.05 MILE TO THE UNIVERSITY LIBRARY AND THE
 AD6884'STATION ATOP AS DESCRIBED.
 AD6884'
 AD6884'STATION MARK, A STANDARD DISK STAMPED ATLANTIC 1970 IS SET IN A
 AD6884'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 14 FEET
 AD6884'SOUTH OF THE NORTH WALL OF THE PENTHOUSE, 13.5 FEET EAST OF THE
 AD6884'WEST WALL OF THE PENTHOUSE, 13 FEET WEST OF THE EAST WALL OF THE
 AD6884'PENTHOUSE AND 10 FEET NORTH OF THE SOUTH WALL OF THE PENTHOUSE.
 AD6884'
 AD6884'REFERENCE MARK NUMBER 1, STAMPED ATLANTIC NO 1 1970 IS A STANDARD
 AD6884'DISK CEMENTED IN A DRILL HOLE IN A 2 FOOT HIGH VERTICAL WALL
 AD6884'SURROUNDING THE PENTHOUSE AND IS 1 FOOT ABOVE THE ROOF SURFACE.  IT
 AD6884'IS 15.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE PENTHOUSE AND
 AD6884'8.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE PENTHOUSE.
 AD6884'
 AD6884'REFERENCE MARK NUMBER 2, STAMPED ATLANIC NO 2 1970 IS A STANDARD
 AD6884'DISK CEMENTED IN A DRILL HOLE IN A 2 FOOT HIGH VERTICAL WALL
 AD6884'SURROUNDING THE PENTHOUSE AND IS 1 FOOT ABOVE THE ROOF SURFACE.  IT
 AD6884'IS 19.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE PENTHOUSE AND
 AD6884'4.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE PENTHOUSE.
 AD6884'
 AD6884'REFERENCE MARK NUMBER 3, STAMPED ATLANTIC NO 3 1970 IS A STANDARD
 AD6884'DISK CEMENTED IN A DRILL HOLE IN A 2 FOOT HIGH VERTICAL WALL
 AD6884'SURROUNDING THE PENTHOUSE AND IS 1 FOOT ABOVE THE ROOF SURFACE.  IT
 AD6884'IS 22.4 FEET EAST OF THE NORTHWEST CORNER OF THE PENTHOUSE AND 4
 AD6884'FEET WEST OF THE NORTHEAST CORNER OF THE PENTHOUSE.
 AD6884'
 AD6884'BM P 98 (AZIMUTH MARK), STAMPED P 98 1942 IS A STANDARD
 AD6884'USC AND GS BENCH MARK DISK SET IN THE TOP OF AN 8 INCH ROUND
 AD6884'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 55 FEET NORTHEAST OF
 AD6884'THE CENTER OF A RAILROAD CROSSING, 35 FEET NORTH OF THE CENTER OF
 AD6884'BOCA RATON ROAD, 34.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 AD6884'TRACK AND 1 FOOT WEST OF A METAL WITNESS POST.
 AD6884'
 AD6884'NOTE--BEFORE GOING TO THE STATION, THE SECURITY DIVISION OF THE
 AD6884'UNIVERSITY MUST BE NOTIFIED.
 AD6884'
 AD6884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AD6884
 AD6884                          STATION RECOVERY (1981)
 AD6884
 AD6884'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SB)
 AD6884'ATLANTIC 1970 RECOVERED EXCELLENT.
 AD6884'
 AD6884'RM NO. 1, 2, AND 3 RECOVERED EXCELLENT.
 AD6884'
 AD6884'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILES NW OF BOCA
 AD6884'PATON.
 AD6884
 AD6884                          STATION RECOVERY (1989)
 AD6884
 AD6884'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD6884'RECOVERED IN GOOD CONDITION.
 AD6884
 AD6884                          STATION RECOVERY (2004)
 AD6884
 AD6884'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD6884'NEW ROOF HAS BEEN PUT ON THE LIBRARY AND PENTHOUSE.  CONCRETE BLOCK
 AD6884'REMOVED WITH MARK AND TOP OF SURROUNDING WALLS HAVE BEEN COVERED WITH
 AD6884'STAINLESS STEEL FLASHING COVERING ALL REFERENCE MARKS
 AD6884
 AD6884                          STATION RECOVERY (2005)
 AD6884
 AD6884'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD6884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7483 ***********************************************************************
 AD7483  DESIGNATION -  ATLANTIC
 AD7483  PID         -  AD7483
 AD7483  STATE/COUNTY-  FL/HENDRY
 AD7483  USGS QUAD   -  FELDA NE (1973)
 AD7483
 AD7483                         *CURRENT SURVEY CONTROL
 AD7483  ___________________________________________________________________
 AD7483* NAD 83(1990)-  26 38 52.10109(N)    081 17 27.25644(W)     ADJUSTED  
 AD7483* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 AD7483  ___________________________________________________________________
 AD7483  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AD7483  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AD7483
 AD7483  HORZ ORDER  -  FIRST
 AD7483
 AD7483.The horizontal coordinates were established by classical geodetic methods
 AD7483.and adjusted by the National Geodetic Survey in May 1991..
 AD7483
 AD7483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7483
 AD7483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7483
 AD7483.The geoid height was determined by GEOID03.
 AD7483
 AD7483;                    North         East     Units Scale Factor Converg.
 AD7483;SPC FL E     -   256,415.944   171,038.521   MT  0.99995153   -0 07 49.7
 AD7483;SPC FL E     -   841,257.98    561,148.88   sFT  0.99995153   -0 07 49.7
 AD7483;UTM  17      - 2,947,460.438   471,048.403   MT  0.99961035   -0 07 49.7
 AD7483
 AD7483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7483!SPC FL E     -   1.00000249  x   0.99995153  =   0.99995402
 AD7483!UTM  17      -   1.00000249  x   0.99961035  =   0.99961284
 AD7483
 AD7483|---------------------------------------------------------------------|
 AD7483| PID    Reference Object                     Distance      Geod. Az  |
 AD7483|                                                           dddmmss.s |
 AD7483| CW8423 ATLANTIC RM 1                        28.048 METERS 07547     |
 AD7483| AD7487 KERI LOT                            APPROX. 7.2 KM 2174657.2 |
 AD7483| CW8422 ATLANTIC AZ MK                                     2691753.1 |
 AD7483| AD7484 T44N R30E SEC 13 14 23 24 1956       28.929 METERS 28123     |
 AD7483|---------------------------------------------------------------------|
 AD7483
 AD7483                          SUPERSEDED SURVEY CONTROL
 AD7483
 AD7483  NAD 83(1986)-  26 38 52.10146(N)    081 17 27.26976(W) AD(       ) 1
 AD7483  NAD 27      -  26 38 50.85054(N)    081 17 28.00612(W) AD(       ) 1
 AD7483  NGVD 29 (07/19/86)    9.     (m)           30.     (f) VERT ANG       
 AD7483
 AD7483.Superseded values are not recommended for survey control.
 AD7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7483.See file dsdata.txt to determine how the superseded data were derived.
 AD7483
 AD7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK7104847460(NAD 83)
 AD7483_MARKER: DS = TRIANGULATION STATION DISK
 AD7483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7483
 AD7483  HISTORY     - Date     Condition        Report By
 AD7483  HISTORY     - 1956     MONUMENTED       CGS
 AD7483  HISTORY     - 1963     GOOD             CGS
 AD7483
 AD7483                          STATION DESCRIPTION
 AD7483
 AD7483'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AD7483'STATION IS LOCATED ABOUT 17 MILES NORTH NORTHEAST OF IMMOKALEE
 AD7483'AND ABOUT 11 MILES SOUTHEAST OF LA BELLE IN THE NORTHWEST CORNER
 AD7483'OF SECTION 24, T.44 S., R.30 E. AND IN PASTURE LAND OF THE
 AD7483'ATLANTIC LAND AND IMPROVEMENT COMPANY.  STATION IS 21
 AD7483'FEET SOUTH OF FENCE, 6 FEET WEST OF WITNESS POST AND IN THE
 AD7483'CENTER OF A TRACK ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND
 AD7483'THE DISK IS STAMPED ATLANTIC 1956.
 AD7483'
 AD7483'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE APPROXIMATE
 AD7483'CENTER OF TRACK ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK
 AD7483'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ATLANTIC NO 1 1956.
 AD7483'
 AD7483'A TRAVERSE CONNECTION WAS MADE TO SECTION CORNER MARKER T.44,R.30,
 AD7483'SECS. 14, 13, 23, 24 WHICH WAS USED AS REFERENCE MARK NO. 2.  THE
 AD7483'MARK IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK ROAD AND
 AD7483'1 FOOT SOUTH OF FENCE.  THE MARK IS A CONCRETE POST WHICH
 AD7483'PROJECTS ABOUT 2 FEET AND THE DISK IS STAMPED T 44 R 30 14, 13,
 AD7483'23, 24.
 AD7483'
 AD7483'AZIMUTH MARK IS 14 FEET NORTH OF THE APPROXIMATE CENTER OF
 AD7483'TRACK ROAD, 2 FEET EAST OF WITNESS POST AND 0.5 FOOT SOUTH OF
 AD7483'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 AD7483'ATLANTIC 1956.
 AD7483'
 AD7483'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 80 AT THE
 AD7483'NORTHWEST CORNER OF THE COURTHOUSE IN LA BELLE GO SOUTH
 AD7483'ON STATE HIGHWAY 29 FOR 11.6 MILES TO A SIDE ROAD LEFT AT SIGN
 AD7483'KERI TOWER.  TURN LEFT AND GO EAST ON MACADAM AND THEN
 AD7483'GRAVEL ROAD FOR 6.5 MILES TO THE LOOKOUT TOWER ON
 AD7483'RIGHT.  CONTINUE EAST FOR 0.3 MILE TO GRADED ROAD AND
 AD7483'GATE ON LEFT.  PASS THROUGH GATE AND FOLLOW GRADED ROAD
 AD7483'NORTHERLY FOR 3.9 MILES TO WHERE ROAD BECOMES SANDY.  BEAR LEFT
 AD7483'OFF ROAD AND FOLLOW TRACKS PARALLEL TO ROAD FOR 0.5 MILE TO
 AD7483'END OF GRADE.  CONTINUE ON TRACK ROAD FOR 0.05 MILE TO
 AD7483'FENCE.  GO EAST ON TRACK ROAD ALONG FENCELINE FOR 0.5
 AD7483'MILE TO AZIMUTH MARK ON LEFT.  CONTINUE EAST FOR 0.35
 AD7483'MILE TO STATION AS DESCRIBED.  THE PRESENT GRADED ROAD
 AD7483'MAY BE EXTENDED TO ALTER THE LAST MILE OF DESCRIPTION SLIGHTLY.
 AD7483'
 AD7483'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AD7483
 AD7483                          STATION RECOVERY (1963)
 AD7483
 AD7483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AD7483'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE
 AD7483'DESCRIPTION IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0307 ***********************************************************************
 AF0307  DESIGNATION -  ATSS BM 1962
 AF0307  PID         -  AF0307
 AF0307  STATE/COUNTY-  FL/BREVARD
 AF0307  USGS QUAD   -  GRANT (1970)
 AF0307
 AF0307                         *CURRENT SURVEY CONTROL
 AF0307  ___________________________________________________________________
 AF0307* NAD 83(1990)-  27 57 24.71568(N)    080 33 29.75683(W)     ADJUSTED  
 AF0307* NAVD 88     -        12.13   (+/-2cm)      39.8    (feet)  VERTCON   
 AF0307  ___________________________________________________________________
 AF0307  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AF0307  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AF0307
 AF0307  HORZ ORDER  -  SECOND
 AF0307  VERT ORDER  -  THIRD ? (See Below)
 AF0307
 AF0307.The horizontal coordinates were established by classical geodetic methods
 AF0307.and adjusted by the National Geodetic Survey in May 1991..
 AF0307
 AF0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0307.The vertical order pertains to the NGVD 29 superseded value.
 AF0307
 AF0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0307
 AF0307.The geoid height was determined by GEOID03.
 AF0307
 AF0307;                    North         East     Units Scale Factor Converg.
 AF0307;SPC FL E     -   401,507.687   243,464.778   MT  0.99996449   +0 12 25.5
 AF0307;SPC FL E     - 1,317,279.80    798,767.36   sFT  0.99996449   +0 12 25.5
 AF0307;UTM  17      - 3,092,502.675   543,449.948   MT  0.99962330   +0 12 25.5
 AF0307
 AF0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0307!SPC FL E     -   1.00000250  x   0.99996449  =   0.99996699
 AF0307!UTM  17      -   1.00000250  x   0.99962330  =   0.99962580
 AF0307
 AF0307                          SUPERSEDED SURVEY CONTROL
 AF0307
 AF0307  NAD 83(1986)-  27 57 24.72068(N)    080 33 29.77196(W) AD(       ) 2
 AF0307  NAD 27      -  27 57 23.64758(N)    080 33 30.57915(W) AD(       ) 2
 AF0307  NGVD 29 (07/19/86)   12.56   (m)           41.2    (f) LEVELING    3  
 AF0307
 AF0307.Superseded values are not recommended for survey control.
 AF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0307.See file dsdata.txt to determine how the superseded data were derived.
 AF0307
 AF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4345092503(NAD 83)
 AF0307_MARKER: 92 = ANTENNA ON ROOF
 AF0307
 AF0307  HISTORY     - Date     Condition        Report By
 AF0307  HISTORY     - 1962     FIRST OBSERVED   CGS
 AF0307
 AF0307                          STATION DESCRIPTION
 AF0307
 AF0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0307'SEE STATION CENTRAL PMSS
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6000 ***********************************************************************
 AK6000  DESIGNATION -  ATT MICROWAVE W OF MELBOURNE
 AK6000  PID         -  AK6000
 AK6000  STATE/COUNTY-  FL/BREVARD
 AK6000  USGS QUAD   -  MELBOURNE WEST (1988)
 AK6000
 AK6000                         *CURRENT SURVEY CONTROL
 AK6000  ___________________________________________________________________
 AK6000* NAD 83(1990)-  28 03 57.27033(N)    080 43 14.08428(W)     ADJUSTED  
 AK6000* NAVD 88     -                                                        
 AK6000  ___________________________________________________________________
 AK6000  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AK6000  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AK6000
 AK6000  HORZ ORDER  -  THIRD
 AK6000
 AK6000.The horizontal coordinates were established by classical geodetic methods
 AK6000.and adjusted by the National Geodetic Survey in May 1991..
 AK6000
 AK6000
 AK6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6000
 AK6000.The geoid height was determined by GEOID03.
 AK6000
 AK6000;                    North         East     Units Scale Factor Converg.
 AK6000;SPC FL E     -   413,544.037   227,466.079   MT  0.99995048   +0 07 53.3
 AK6000;SPC FL E     - 1,356,769.06    746,278.29   sFT  0.99995048   +0 07 53.3
 AK6000;UTM  17      - 3,104,534.919   527,456.708   MT  0.99960930   +0 07 53.3
 AK6000
 AK6000                          SUPERSEDED SURVEY CONTROL
 AK6000
 AK6000  NAD 83(1986)-  28 03 57.27615(N)    080 43 14.09918(W) AD(       ) 4
 AK6000  NAD 27      -  28 03 56.21418(N)    080 43 14.89607(W) AD(       ) 3
 AK6000
 AK6000.Superseded values are not recommended for survey control.
 AK6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6000.See file dsdata.txt to determine how the superseded data were derived.
 AK6000
 AK6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2745704535(NAD 83)
 AK6000_MARKER: 45 = MICROWAVE TOWER
 AK6000
 AK6000  HISTORY     - Date     Condition        Report By
 AK6000  HISTORY     - 1960     FIRST OBSERVED   CGS
 AK6000  HISTORY     - 1973     GOOD             NGS
 AK6000  HISTORY     - 1985     GOOD             USPSQD
 AK6000  HISTORY     - 1990     GOOD             USPSQD
 AK6000
 AK6000                          STATION DESCRIPTION
 AK6000
 AK6000'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6000'THE STATION IS THE CENTER OF THE RED LIGHT ON TOP OF THE TOWER
 AK6000'LOCATED ABOUT 5-1/2 MILES WEST OF MELBOURNE.  THE TOWER IS
 AK6000'A SELF-SUPPORTING STEEL STRUCTURE PAINTED INTERNATIONAL ORANGE
 AK6000'AND WHITE AND HAS 4 LEGS.  THE HEIGHT IS 206 FEET.  THE TOWER
 AK6000'IS OWNED AND OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH
 AK6000'COMPANY.
 AK6000'
 AK6000'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 192 AND
 AK6000'STATE HIGHWAY 511 ABOUT 5 MILES WEST OF MELBOURNE, GO WEST ON
 AK6000'HIGHWAY 192 FOR 1.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 AK6000'GO SOUTH ON A GRAVELED ROAD FOR 0.85 MILE TO THE TOWER ON THE
 AK6000'RIGHT.
 AK6000
 AK6000                          STATION RECOVERY (1973)
 AK6000
 AK6000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 AK6000'THE STATION WAS RECOVERED AS DESCRIBED.
 AK6000'
 AK6000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK6000'7 MILE WEST OF MELBOURNE.
 AK6000
 AK6000                          STATION RECOVERY (1985)
 AK6000
 AK6000'RECOVERY NOTE BY US POWER SQUADRON 1985 (IEE)
 AK6000'RECOVERED IN GOOD CONDITION.
 AK6000
 AK6000                          STATION RECOVERY (1990)
 AK6000
 AK6000'RECOVERY NOTE BY US POWER SQUADRON 1990 (GVK)
 AK6000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7253 ***********************************************************************
 AL7253  DESIGNATION -  AU 2 RESET
 AL7253  PID         -  AL7253
 AL7253  STATE/COUNTY-  FL/PASCO
 AL7253  USGS QUAD   -  ELFERS (1987)
 AL7253
 AL7253                         *CURRENT SURVEY CONTROL
 AL7253  ___________________________________________________________________
 AL7253* NAD 83(1986)-  28 10 24.     (N)    082 44 54.     (W)     SCALED    
 AL7253* NAVD 88     -         4.369  (meters)      14.33   (feet)  ADJUSTED  
 AL7253  ___________________________________________________________________
 AL7253  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AL7253  DYNAMIC HT  -           4.362 (meters)      14.31  (feet)  COMP
 AL7253  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 AL7253
 AL7253  VERT ORDER  -  SECOND    CLASS I
 AL7253
 AL7253.The horizontal coordinates were scaled from a topographic map and have
 AL7253.an estimated accuracy of +/- 6 seconds.
 AL7253
 AL7253.The orthometric height was determined by differential leveling
 AL7253.and adjusted by the National Geodetic Survey in June 1991..
 AL7253
 AL7253.The geoid height was determined by GEOID03.
 AL7253
 AL7253.The dynamic height is computed by dividing the NAVD 88
 AL7253.geopotential number by the normal gravity value computed on the
 AL7253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7253.degrees latitude (g = 980.6199 gals.).
 AL7253
 AL7253.The modeled gravity was interpolated from observed gravity values.
 AL7253
 AL7253;                    North         East    Units  Estimated Accuracy
 AL7253;SPC FL W     -   425,640.      126,510.      MT  (+/- 180 meters Scaled)
 AL7253
 AL7253                          SUPERSEDED SURVEY CONTROL
 AL7253
 AL7253  NGVD 29 (08/19/04)    4.61   (m)           15.1    (f) RESET       3  
 AL7253
 AL7253.Superseded values are not recommended for survey control.
 AL7253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7253.See file dsdata.txt to determine how the superseded data were derived.
 AL7253
 AL7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM283176(NAD 83)
 AL7253_MARKER: DS = TRIANGULATION STATION DISK
 AL7253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL7253_STAMPING: AU 2 RESET 1980
 AL7253_MARK LOGO: NGS   
 AL7253_PROJECTION: FLUSH
 AL7253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7253+STABILITY: SURFACE MOTION
 AL7253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7253+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 AL7253
 AL7253  HISTORY     - Date     Condition        Report By
 AL7253  HISTORY     - 1980     MONUMENTED       NGS
 AL7253  HISTORY     - 1983     GOOD             FLDNR
 AL7253  HISTORY     - 20020430 GOOD             FLDEP
 AL7253
 AL7253                          STATION DESCRIPTION
 AL7253
 AL7253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AL7253'3.2 KM (2.0 MI) SOUTH FROM HOLIDAY.
 AL7253'1.2 KM (0.75 MI) SOUTHWEST ALONG U.S. ALTERNATE HIGHWAY 19 FROM ITS
 AL7253'JUNCTION WITH U.S. HIGHWAY 19 THAT IS ABOUT 3.2 KM (2.0 MI) SOUTH OF
 AL7253'HOLIDAY, 51.7 METERS (169.5 FT) SOUTHWEST OF MILE POST 879, 49.4
 AL7253'METERS (162.0 FT) SOUTHEAST OF THE CENTER OF HIGHWAY, 0.08 KM
 AL7253'(0.05 MI) EAST OF RAILROAD CROSSING, 4.3 METERS (14.0 FT)
 AL7253'NORTHWEST OF THE NORTHWEST RAIL OF TRACK, AND 4.0 METERS (13.0 FT)
 AL7253'EAST OF ABANDONED ASPHALT ROAD.
 AL7253'THE MARK IS 2 FT  W FROM A WITNESS POST.
 AL7253'THE MARK IS 1 FT ABOVE TRACK.
 AL7253
 AL7253                          STATION RECOVERY (1983)
 AL7253
 AL7253'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL7253'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AL7253'JUNCTION OF U.S. HIGHWAY 19A WITH U.S. HIGHWAY 19, GO 0.7 MILE
 AL7253'SOUTHWEST ON U.S. 19A TO A PAVED ROAD ON THE LEFT, GO 0.05 MILE SOUTH
 AL7253'ON THE PAVED ROAD TO ITS END AT THE RAILROAD TRACKS AND THE MARK.  THE
 AL7253'MARK BEARS 14 FEET EAST OF THE CENTERLINE OF THE ROAD, 16 FEET
 AL7253'NORTHWEST OF THE WEST RAIL, AND 2 FEET WEST OF A WITNESS POST.
 AL7253
 AL7253                          STATION RECOVERY (2002)
 AL7253
 AL7253'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AL7253'THE MARK IS ABOUT 2.0 MI NORTH-NORTHWEST OF TARPON SPRINGS, 2.0 MI
 AL7253'SOUTH-SOUTHWEST OF  HOLIDAY, IN SECTION 31, TOWNSHIP 26 SOUTH, RANGE
 AL7253'16 EAST.
 AL7253' 
 AL7253'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (SOUTH PINELLAS
 AL7253'AVENUE) AND U.S.  ALTERNATE HIGHWAY 19 (PINELLAS AVENUE) IN HOLIDAY,
 AL7253'GO SOUTHWESTERLY ON U.S. ALTERNATE  HIGHWAY 19 (PINELLAS AVENUE) FOR
 AL7253'0.75 MI TO THE JUNCTION OF A PAVED ROAD ON THE LEFT, TURN  LEFT ON THE
 AL7253'PAVED ROAD AND GO SOUTH FOR 0.05 MI TO THE MARK ON THE LEFT, SET IN
 AL7253'THE TOP  OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 AL7253'WITH THE PAVED ROAD.
 AL7253' 
 AL7253'LOCATED 170.0 FT SOUTH OF U.S. ALTERNATE HIGHWAY 19, 145.0 FT
 AL7253'NORTHWEST OF THE  NORTHWEST CORNER OF A BUILDING (THE PODS PORTABLE ON
 AL7253'DEMAND STORAGE), 92.2 FT NORTH  OF THE NORTH END OF A SIDEWALK, 42.4
 AL7253'FT NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A  6.0 FT TALL CHAINLINK
 AL7253'FENCE, 20.0 FT EAST OF THE APPROXIMATE CENTERLINE OF THE PAVED ROAD,
 AL7253'3.0 FT SOUTH OF A 20-INCH PALM TREE AND 1.9 FT SOUTHWEST OF A METAL
 AL7253'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6206 ***********************************************************************
 AL6206  DESIGNATION -  AU 4
 AL6206  PID         -  AL6206
 AL6206  STATE/COUNTY-  FL/PASCO
 AL6206  USGS QUAD   -  ELFERS (1987)
 AL6206
 AL6206                         *CURRENT SURVEY CONTROL
 AL6206  ___________________________________________________________________
 AL6206* NAD 83(1986)-  28 11 50.     (N)    082 43 24.     (W)     SCALED    
 AL6206* NAVD 88     -         3.188  (meters)      10.46   (feet)  ADJUSTED  
 AL6206  ___________________________________________________________________
 AL6206  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AL6206  DYNAMIC HT  -           3.183 (meters)      10.44  (feet)  COMP
 AL6206  MODELED GRAV-     979,197.5   (mgal)                       NAVD 88
 AL6206
 AL6206  VERT ORDER  -  SECOND    CLASS 0
 AL6206
 AL6206.The horizontal coordinates were scaled from a topographic map and have
 AL6206.an estimated accuracy of +/- 6 seconds.
 AL6206
 AL6206.The orthometric height was determined by differential leveling
 AL6206.and adjusted by the National Geodetic Survey in June 1991..
 AL6206
 AL6206.The geoid height was determined by GEOID03.
 AL6206
 AL6206.The dynamic height is computed by dividing the NAVD 88
 AL6206.geopotential number by the normal gravity value computed on the
 AL6206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6206.degrees latitude (g = 980.6199 gals.).
 AL6206
 AL6206.The modeled gravity was interpolated from observed gravity values.
 AL6206
 AL6206;                    North         East    Units  Estimated Accuracy
 AL6206;SPC FL W     -   428,280.      128,990.      MT  (+/- 180 meters Scaled)
 AL6206
 AL6206                          SUPERSEDED SURVEY CONTROL
 AL6206
 AL6206  NGVD 29 (??/??/92)    3.445  (m)           11.30   (f) ADJ UNCH    2 0
 AL6206
 AL6206.Superseded values are not recommended for survey control.
 AL6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6206.See file dsdata.txt to determine how the superseded data were derived.
 AL6206
 AL6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM308202(NAD 83)
 AL6206_MARKER: DB = BENCH MARK DISK
 AL6206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6206_STAMPING: AU 4
 AL6206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6206+STABILITY: SURFACE MOTION
 AL6206
 AL6206  HISTORY     - Date     Condition        Report By
 AL6206  HISTORY     - UNK      MONUMENTED       FLGS
 AL6206  HISTORY     - 1958     GOOD             NGS
 AL6206  HISTORY     - 1962     GOOD             NGS
 AL6206
 AL6206                          STATION DESCRIPTION
 AL6206
 AL6206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6206'1.4 MI S FROM ELFERS.
 AL6206'1.4 MILES SOUTH ALONG STATE HIGHWAY 595 FROM THE SEABOARD AIR
 AL6206'LINE RAILROAD STATION AT ELFERS, 133 YARDS SOUTH OF MILEPOST
 AL6206'878, AT THE CROSSING OF THE SEABOARD AIR LINE RAILROAD, 151 FT.
 AL6206'SOUTH OF THE CENTER OF THE RAILROAD CROSSING, 6 FT. WEST OF THE
 AL6206'WEST RAIL, 22.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY,
 AL6206'26 FT. WEST OF A TELEPHONE POLE, 94 FT. NORTHEAST OF POWER
 AL6206'POLE 14B265R, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AL6206'0.1 FT. ABOVE THE GROUND.
 AL6206
 AL6206                          STATION RECOVERY (1962)
 AL6206
 AL6206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AL6206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6208 ***********************************************************************
 AL6208  DESIGNATION -  AU 5 RESET 1962
 AL6208  PID         -  AL6208
 AL6208  STATE/COUNTY-  FL/PASCO
 AL6208  USGS QUAD   -  ELFERS (1987)
 AL6208
 AL6208                         *CURRENT SURVEY CONTROL
 AL6208  ___________________________________________________________________
 AL6208* NAD 83(1986)-  28 13 01.     (N)    082 43 25.     (W)     SCALED    
 AL6208* NAVD 88     -        11.93   (+/-2cm)      39.1    (feet)  VERTCON   
 AL6208  ___________________________________________________________________
 AL6208  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AL6208
 AL6208  VERT ORDER  -  THIRD (See Below)
 AL6208
 AL6208.The horizontal coordinates were scaled from a topographic map and have
 AL6208.an estimated accuracy of +/- 6 seconds.
 AL6208
 AL6208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL6208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL6208.The vertical order pertains to the NGVD 29 superseded value.
 AL6208
 AL6208.The geoid height was determined by GEOID03.
 AL6208
 AL6208;                    North         East    Units  Estimated Accuracy
 AL6208;SPC FL W     -   430,460.      128,970.      MT  (+/- 180 meters Scaled)
 AL6208
 AL6208                          SUPERSEDED SURVEY CONTROL
 AL6208
 AL6208  NGVD 29 (??/??/??)   12.18   (m)           40.0    (f) RESET       3  
 AL6208
 AL6208.Superseded values are not recommended for survey control.
 AL6208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6208.See file dsdata.txt to determine how the superseded data were derived.
 AL6208
 AL6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM308224(NAD 83)
 AL6208_MARKER: DB = BENCH MARK DISK
 AL6208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6208_STAMPING: AU 5 RESET 1962
 AL6208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6208+STABILITY: SURFACE MOTION
 AL6208
 AL6208  HISTORY     - Date     Condition        Report By
 AL6208  HISTORY     - 1962     MONUMENTED       CGS
 AL6208  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL6208
 AL6208                          STATION DESCRIPTION
 AL6208
 AL6208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AL6208'AT ELFERS.
 AL6208'AT ELFERS, NORTH AND ACROSS THE HIGHWAY FROM THE ELFERS CITRUS
 AL6208'GROWER ASSN. PACKING HOUSE ABOUT 100 YARDS SOUTH OF THE SEABOARD
 AL6208'AIR LINE RAILROAD STATION, 75 FEET WEST OF THE WEST RAIL, 50 FEET
 AL6208'NORTH OF THE CENTER OF HIGHWAY 54 AND 20, 4 FEET NORTHEAST OF
 AL6208'THE CENTER OF POWER POLE WITH THREE TRANSFORMERS, A STANDARD
 AL6208'TRAVERSE DISK STAMPED AU 5 RESET 1962 SET IN THE TOP OF AN
 AL6208'8-INCH SQUARE CONCRETE POST ABOUT 8 INCHES BELOW THE SURFACE
 AL6208'OF THE GROUND.
 AL6208
 AL6208                          STATION RECOVERY (1990)
 AL6208
 AL6208'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL6208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6211 ***********************************************************************
 AL6211  DESIGNATION -  AU 6 RESET
 AL6211  PID         -  AL6211
 AL6211  STATE/COUNTY-  FL/PASCO
 AL6211  USGS QUAD   -  ELFERS (1987)
 AL6211
 AL6211                         *CURRENT SURVEY CONTROL
 AL6211  ___________________________________________________________________
 AL6211* NAD 83(1986)-  28 13 01.     (N)    082 43 01.     (W)     SCALED    
 AL6211* NAVD 88     -        17.26   (meters)      56.6    (feet)  RESET     
 AL6211  ___________________________________________________________________
 AL6211  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AL6211
 AL6211  VERT ORDER  -  THIRD
 AL6211
 AL6211.The horizontal coordinates were scaled from a topographic map and have
 AL6211.an estimated accuracy of +/- 6 seconds.
 AL6211
 AL6211.The orthometric height was computed from unverified reset data.
 AL6211
 AL6211.The geoid height was determined by GEOID03.
 AL6211
 AL6211;                    North         East    Units  Estimated Accuracy
 AL6211;SPC FL W     -   430,460.      129,630.      MT  (+/- 180 meters Scaled)
 AL6211
 AL6211                          SUPERSEDED SURVEY CONTROL
 AL6211
 AL6211  NGVD 29 (??/??/??)   17.50   (m)           57.4    (f) RESET       3  
 AL6211
 AL6211.Superseded values are not recommended for survey control.
 AL6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6211.See file dsdata.txt to determine how the superseded data were derived.
 AL6211
 AL6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM315224(NAD 83)
 AL6211_MARKER: DE = TRAVERSE STATION DISK
 AL6211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6211_STAMPING: AU 6 RESET 1961
 AL6211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6211+STABILITY: SURFACE MOTION
 AL6211
 AL6211  HISTORY     - Date     Condition        Report By
 AL6211  HISTORY     - 1961     MONUMENTED       CGS
 AL6211  HISTORY     - 1973     GOOD             NGS
 AL6211  HISTORY     - 1976     GOOD             NGS
 AL6211  HISTORY     - 19970703 MARK NOT FOUND   USPSQD
 AL6211
 AL6211                          STATION DESCRIPTION
 AL6211
 AL6211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AL6211'0.4 MI W FROM ELFERS.
 AL6211'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 AL6211'HIGHWAY S-54 IN THE WEST EDGE OF ELFERS AND SOUTH EDGE OF NEW
 AL6211'PORT RICHEY, GO EAST ON STATE HIGHWAY S-54 FOR 0.85 MILE TO THE
 AL6211'JUNCTION OF STATE HIGHWAY S-595 IN ELFERS.  CONTINUE EAST ON
 AL6211'STATE HIGHWAY S-54 FOR 0.45 MILE TO THE MARK ON THE LEFT JUST
 AL6211'BEFORE REACHING THE JUNCTION OF MADISON STREET ON THE LEFT.  IT
 AL6211'IS 210 FEET WEST OF THE CENTER OF MADISON STREET, 78 FEET
 AL6211'NORTHEAST OF A POWER POLE, 35.5 FEET NORTH OF CENTER OF STATE
 AL6211'HIGHWAY S-54, 13.5 FEET EAST OF TRIPLE TRUNKED ORANGE TREE AND 2
 AL6211'FEET NORTH OF A METAL WITNESS POST.  THE MARK IS SET IN THE TOP
 AL6211'OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 AL6211
 AL6211                          STATION RECOVERY (1976)
 AL6211
 AL6211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AL6211'RECOVERED IN GOOD CONDITION.
 AL6211
 AL6211                          STATION RECOVERY (1997)
 AL6211
 AL6211'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL6211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6615 ***********************************************************************
 AL6615  DESIGNATION -  AU 7
 AL6615  PID         -  AL6615
 AL6615  STATE/COUNTY-  FL/PASCO
 AL6615  USGS QUAD   -  ELFERS (1987)
 AL6615
 AL6615                         *CURRENT SURVEY CONTROL
 AL6615  ___________________________________________________________________
 AL6615* NAD 83(1986)-  28 14 23.     (N)    082 43 09.     (W)     SCALED    
 AL6615* NAVD 88     -         3.511  (meters)      11.52   (feet)  ADJUSTED  
 AL6615  ___________________________________________________________________
 AL6615  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AL6615  DYNAMIC HT  -           3.506 (meters)      11.50  (feet)  COMP
 AL6615  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 AL6615
 AL6615  VERT ORDER  -  SECOND    CLASS 0
 AL6615
 AL6615.The horizontal coordinates were scaled from a topographic map and have
 AL6615.an estimated accuracy of +/- 6 seconds.
 AL6615
 AL6615.The orthometric height was determined by differential leveling
 AL6615.and adjusted by the National Geodetic Survey in June 1991..
 AL6615
 AL6615.The geoid height was determined by GEOID03.
 AL6615
 AL6615.The dynamic height is computed by dividing the NAVD 88
 AL6615.geopotential number by the normal gravity value computed on the
 AL6615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6615.degrees latitude (g = 980.6199 gals.).
 AL6615
 AL6615.The modeled gravity was interpolated from observed gravity values.
 AL6615
 AL6615;                    North         East    Units  Estimated Accuracy
 AL6615;SPC FL W     -   432,980.      129,420.      MT  (+/- 180 meters Scaled)
 AL6615
 AL6615                          SUPERSEDED SURVEY CONTROL
 AL6615
 AL6615  NGVD 29 (??/??/92)    3.769  (m)           12.37   (f) ADJ UNCH    2 0
 AL6615
 AL6615.Superseded values are not recommended for survey control.
 AL6615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6615.See file dsdata.txt to determine how the superseded data were derived.
 AL6615
 AL6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM313249(NAD 83)
 AL6615_MARKER: DD = SURVEY DISK
 AL6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6615_STAMPING: AU 7
 AL6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6615+STABILITY: SURFACE MOTION
 AL6615
 AL6615  HISTORY     - Date     Condition        Report By
 AL6615  HISTORY     - UNK      MONUMENTED       FLGS
 AL6615  HISTORY     - 1958     MARK NOT FOUND   NGS
 AL6615
 AL6615                          STATION DESCRIPTION
 AL6615
 AL6615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6615'0.8 MI S FROM NEW PORT RICHEY.
 AL6615'0.8 MILE SOUTH ALONG STATE HIGHWAY 595 FROM THE CITY HALL AT
 AL6615'NEW PORT RICHEY, PASCO COUNTY, 401 FEET SOUTH OF THE SOUTH END
 AL6615'OF THE BRIDGE OVER PITHLACHASCOTEE RIVER, 95 FEET SOUTHWEST OF
 AL6615'THE SOUTHWEST CORNER OF GULF HIGH SCHOOL, 55.5 FEET SOUTHEAST
 AL6615'OF THE CENTERLINE OF THE HIGHWAY, 41 FEET EAST OF POWER POLE
 AL6615'14 B 1002, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST.  SET
 AL6615'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6614 ***********************************************************************
 AL6614  DESIGNATION -  AU 8
 AL6614  PID         -  AL6614
 AL6614  STATE/COUNTY-  FL/PASCO
 AL6614  USGS QUAD   -  ELFERS (1987)
 AL6614
 AL6614                         *CURRENT SURVEY CONTROL
 AL6614  ___________________________________________________________________
 AL6614* NAD 83(1986)-  28 14 28.     (N)    082 43 09.     (W)     SCALED    
 AL6614* NAVD 88     -         3.209  (meters)      10.53   (feet)  ADJUSTED  
 AL6614  ___________________________________________________________________
 AL6614  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AL6614  DYNAMIC HT  -           3.204 (meters)      10.51  (feet)  COMP
 AL6614  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 AL6614
 AL6614  VERT ORDER  -  SECOND    CLASS 0
 AL6614
 AL6614.The horizontal coordinates were scaled from a topographic map and have
 AL6614.an estimated accuracy of +/- 6 seconds.
 AL6614
 AL6614.The orthometric height was determined by differential leveling
 AL6614.and adjusted by the National Geodetic Survey in June 1991..
 AL6614
 AL6614.The geoid height was determined by GEOID03.
 AL6614
 AL6614.The dynamic height is computed by dividing the NAVD 88
 AL6614.geopotential number by the normal gravity value computed on the
 AL6614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6614.degrees latitude (g = 980.6199 gals.).
 AL6614
 AL6614.The modeled gravity was interpolated from observed gravity values.
 AL6614
 AL6614;                    North         East    Units  Estimated Accuracy
 AL6614;SPC FL W     -   433,140.      129,420.      MT  (+/- 180 meters Scaled)
 AL6614
 AL6614                          SUPERSEDED SURVEY CONTROL
 AL6614
 AL6614  NGVD 29 (??/??/92)    3.466  (m)           11.37   (f) ADJ UNCH    2 0
 AL6614
 AL6614.Superseded values are not recommended for survey control.
 AL6614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6614.See file dsdata.txt to determine how the superseded data were derived.
 AL6614
 AL6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM313251(NAD 83)
 AL6614_MARKER: DD = SURVEY DISK
 AL6614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6614_STAMPING: AU 8
 AL6614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6614+STABILITY: SURFACE MOTION
 AL6614
 AL6614  HISTORY     - Date     Condition        Report By
 AL6614  HISTORY     - UNK      MONUMENTED       FLGS
 AL6614  HISTORY     - 1958     GOOD             NGS
 AL6614
 AL6614                          STATION DESCRIPTION
 AL6614
 AL6614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6614'0.5 MI S FROM NEW PORT RICHEY.
 AL6614'0.5 MILE SOUTH ALONG SOUTH BOULEVARD FROM THE CITY HALL AT NEW
 AL6614'PORT RICHEY, BETWEEN GEORGIA AVENUE AND LOUISIANA AVENUE, 3
 AL6614'BLOCKS NORTH OF GULF HIGH SCHOOL, 2 BLOCKS NORTH OF A CONCRETE
 AL6614'BRIDGE, 24 FT. EAST OF THE CENTER LINE OF SOUTH BOULEVARD, 78
 AL6614'FT. SOUTH OF THE CENTER LINE OF GEORGIA AVENUE, 113 FT. NORTH
 AL6614'OF THE CENTER LINE OF LOUISIANA AVENUE, 43 FT. WEST OF THE
 AL6614'SOUTHWEST CORNER OF THE HOUSE AT 902 SOUTH BOULEVARD, 1 FT. EAST
 AL6614'OF THE EAST CURB OF SOUTH BOULEVARD 4 FT. WEST OF THE WEST
 AL6614'EDGE OF A NORTH AND SOUTH SIDEWALK SET IN THE TOP OF A CONCRETE
 AL6614'POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6158 ***********************************************************************
 AL6158  DESIGNATION -  AU 9
 AL6158  PID         -  AL6158
 AL6158  STATE/COUNTY-  FL/PASCO
 AL6158  USGS QUAD   -  PORT RICHEY (1988)
 AL6158
 AL6158                         *CURRENT SURVEY CONTROL
 AL6158  ___________________________________________________________________
 AL6158* NAD 83(1986)-  28 16 22.     (N)    082 43 18.     (W)     SCALED    
 AL6158* NAVD 88     -         3.191  (meters)      10.47   (feet)  ADJUSTED  
 AL6158  ___________________________________________________________________
 AL6158  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AL6158  DYNAMIC HT  -           3.186 (meters)      10.45  (feet)  COMP
 AL6158  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL6158
 AL6158  VERT ORDER  -  SECOND    CLASS 0
 AL6158
 AL6158.The horizontal coordinates were scaled from a topographic map and have
 AL6158.an estimated accuracy of +/- 6 seconds.
 AL6158
 AL6158.The orthometric height was determined by differential leveling
 AL6158.and adjusted by the National Geodetic Survey in June 1991..
 AL6158
 AL6158.The geoid height was determined by GEOID03.
 AL6158
 AL6158.The dynamic height is computed by dividing the NAVD 88
 AL6158.geopotential number by the normal gravity value computed on the
 AL6158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6158.degrees latitude (g = 980.6199 gals.).
 AL6158
 AL6158.The modeled gravity was interpolated from observed gravity values.
 AL6158
 AL6158;                    North         East    Units  Estimated Accuracy
 AL6158;SPC FL W     -   436,650.      129,200.      MT  (+/- 180 meters Scaled)
 AL6158
 AL6158                          SUPERSEDED SURVEY CONTROL
 AL6158
 AL6158  NGVD 29 (??/??/92)    3.448  (m)           11.31   (f) ADJ UNCH    2 0
 AL6158
 AL6158.Superseded values are not recommended for survey control.
 AL6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6158.See file dsdata.txt to determine how the superseded data were derived.
 AL6158
 AL6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM311286(NAD 83)
 AL6158_MARKER: DD = SURVEY DISK
 AL6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6158_STAMPING: AU 9
 AL6158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6158+STABILITY: SURFACE MOTION
 AL6158
 AL6158  HISTORY     - Date     Condition        Report By
 AL6158  HISTORY     - UNK      MONUMENTED       FLGS
 AL6158  HISTORY     - 1958     MARK NOT FOUND   NGS
 AL6158
 AL6158                          STATION DESCRIPTION
 AL6158
 AL6158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6158'1.8 MI N FROM NEW PORT RICHEY.
 AL6158'1.85 MILES NORTH ALONG STATE HIGHWAY 595 FROM THE CITY HALL AT
 AL6158'NEW PORT RICHEY, PASCO COUNTY, ON THE QUARTER-MILE LINE WEST
 AL6158'OF THE EAST LINE OF SECTION 32, T 25 S, R 16 E, 527 FEET SOUTH
 AL6158'OF THE LINE BETWEEN SECTIONS 29 AND 32, 40 FEET NORTHWEST OF A
 AL6158'TELEPHONE POLE, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AL6158'22.5 FEET NORTHEAST OF POWER POLE 13 B 73 209, AND 1 FOOT
 AL6158'NORTHWEST OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A
 AL6158'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4006 ***********************************************************************
 AC4006  DESIGNATION -  AUBURN
 AC4006  PID         -  AC4006
 AC4006  STATE/COUNTY-  FL/MIAMI-DADE
 AC4006  USGS QUAD   -  HIALEAH (1994)
 AC4006
 AC4006                         *CURRENT SURVEY CONTROL
 AC4006  ___________________________________________________________________
 AC4006* NAD 83(1990)-  25 46 02.43498(N)    080 15 03.79941(W)     ADJUSTED  
 AC4006* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AC4006  ___________________________________________________________________
 AC4006  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 AC4006  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AC4006
 AC4006  HORZ ORDER  -  FIRST
 AC4006
 AC4006.The horizontal coordinates were established by classical geodetic methods
 AC4006.and adjusted by the National Geodetic Survey in May 1991..
 AC4006
 AC4006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC4006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC4006
 AC4006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4006
 AC4006.The geoid height was determined by GEOID03.
 AC4006
 AC4006;                    North         East     Units Scale Factor Converg.
 AC4006;SPC FL E     -   159,054.640   275,126.625   MT  1.00001084   +0 19 32.1
 AC4006;SPC FL E     -   521,831.76    902,644.60   sFT  1.00001084   +0 19 32.1
 AC4006;UTM  17      - 2,850,132.352   575,100.992   MT  0.99966964   +0 19 32.1
 AC4006
 AC4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4006!SPC FL E     -   1.00000351  x   1.00001084  =   1.00001435
 AC4006!UTM  17      -   1.00000351  x   0.99966964  =   0.99967315
 AC4006
 AC4006|---------------------------------------------------------------------|
 AC4006| PID    Reference Object                     Distance      Geod. Az  |
 AC4006|                                                           dddmmss.s |
 AC4006| CW7923 AUBURN RM 1                          21.997 METERS 06833     |
 AC4006| AC3467 MIAMI COURTHOUSE TOWER              APPROX. 5.7 KM 0814947.9 |
 AC4006| AC3512 MIAMI RIVERSIDE BAP CH SPIRE        APPROX. 4.2 KM 0820957.4 |
 AC4006| AC3503 MIAMI RAD STA WOCN TOWER            APPROX. 5.3 KM 0870303.1 |
 AC4006| AC3486 MIAMI SHENANDOAH PRESB CH SP        APPROX. 2.1 KM 0960742.8 |
 AC4006| CW7922 AUBURN AZ MK                                       1813432.5 |
 AC4006| AC3862 COCOANUT GROVE INCIN STACK          APPROX. 4.5 KM 1875024.3 |
 AC4006| CW7924 AUBURN RM 2                          18.106 METERS 19015     |
 AC4006| AC3823 CORAL GABLES BILTMORE HOTEL LT      APPROX. 4.0 KM 2231149.0 |
 AC4006| AC4007 FLAGAMI                             APPROX. 6.0 KM 2705150.7 |
 AC4006| AC4024 MIAMI CRAFTMAN MFG CO TANK          APPROX. 5.3 KM 3571948.7 |
 AC4006|---------------------------------------------------------------------|
 AC4006
 AC4006                          SUPERSEDED SURVEY CONTROL
 AC4006
 AC4006  NAD 83(1986)-  25 46 02.43718(N)    080 15 03.80184(W) AD(       ) 1
 AC4006  NAD 27      -  25 46 01.07925(N)    080 15 04.62258(W) AD(       ) 1
 AC4006  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AC4006
 AC4006.Superseded values are not recommended for survey control.
 AC4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4006.See file dsdata.txt to determine how the superseded data were derived.
 AC4006
 AC4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7510150132(NAD 83)
 AC4006_MARKER: DS = TRIANGULATION STATION DISK
 AC4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AC4006
 AC4006  HISTORY     - Date     Condition        Report By
 AC4006  HISTORY     - 1971     MONUMENTED       NGS
 AC4006  HISTORY     - 19950118 GOOD             FLDT
 AC4006
 AC4006                          STATION DESCRIPTION
 AC4006
 AC4006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA)
 AC4006'THE STATION IS LOCATED IN THE WEST EDGE OF MIAMI, 2 MILES NORTHEAST
 AC4006'OF CORAL GABLES, 1 MILE SOUTH OF THE EAST-WEST EXPRESSWAY AND ON
 AC4006'PROPERTY OWNED BY DADE COUNTY IN THE NORTHWEST CORNER OF A
 AC4006'PLAYGROUND.
 AC4006'
 AC4006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 AC4006'AND STATE ROAD 826 IN MIAMI GO EAST ON U.S. HIGHWAY 41 FOR 4.25
 AC4006'MILES TO SOUTHWEST 34TH STREET.  THE AZIMUTH MARK IS ON THE RIGHT
 AC4006'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO NORTH
 AC4006'ON 34TH STREET FOR 0.15 MILE TO 5TH AVENUE AND THE STATION ON
 AC4006'THE RIGHT IN THE NORTHWEST CORNER OF A PLAYGROUND.
 AC4006'
 AC4006'STATION MARK, STAMPED AUBURN 1971, IS A STANDARD DISK SET IN THE
 AC4006'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 AC4006'22 FEET SOUTH OF A CHAIN-LINK FENCE, 14.6 FEET EAST OF THE EAST
 AC4006'EDGE OF A SIDEWALK, 14.2 FEET EAST OF A CHAIN-LINK FENCE AND 8.5
 AC4006'FEET WEST OF THE CENTER OF A BASEBALL BACKSTOP.
 AC4006'
 AC4006'REFERENCE MARK 1, STAMPED AUBURN NO 1 1971, IS A STANDARD DISK SET
 AC4006'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AC4006'GROUND.  IT IS 23 FEET NORTHEAST OF A 20-INCH TREE, 1.5 FEET SOUTH
 AC4006'OF A CHAIN-LINK FENCE AND 1 FOOT SOUTH OF THE SOUTH EDGE OF A
 AC4006'SIDEWALK.
 AC4006'
 AC4006'REFERENCE MARK 2, STAMPED AUBURN NO 2 1971, IS A STANDARD DISK SET
 AC4006'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AC4006'GROUND.  IT IS 12.5 FEET WEST OF A 20-INCH TREE, 1.3 FEET EAST OF
 AC4006'THE EAST EDGE OF A SIDEWALK AND 1 FOOT EAST OF A CHAIN-LINK FENCE.
 AC4006'
 AC4006'AZIMUTH MARK, STAMPED AUBURN 1971, IS A STANDARD DISK SET IN A
 AC4006'DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 31 FEET WEST OF THE CENTER
 AC4006'OF 34TH STREET, 9 FEET WEST OF THE EAST EDGE OF THE SIDEWALK,
 AC4006'6.5 FEET NORTHEAST OF THE SOUTH EDGE OF THE SIDEWALK AND 4.1 FEET
 AC4006'SOUTH OF THE NORTH EDGE OF THE SIDEWALK.
 AC4006'
 AC4006'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AC4006
 AC4006                          STATION RECOVERY (1995)
 AC4006
 AC4006'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (RHH)
 AC4006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6806 ***********************************************************************
 AK6806  DESIGNATION -  AUBURNDALE 2
 AK6806  PID         -  AK6806
 AK6806  STATE/COUNTY-  FL/POLK
 AK6806  USGS QUAD   -  AUBURNDALE (1988)
 AK6806
 AK6806                         *CURRENT SURVEY CONTROL
 AK6806  ___________________________________________________________________
 AK6806* NAD 83(1990)-  28 03 31.34419(N)    081 47 18.98513(W)     ADJUSTED  
 AK6806* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 AK6806  ___________________________________________________________________
 AK6806  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AK6806  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AK6806
 AK6806  HORZ ORDER  -  SECOND
 AK6806
 AK6806.The horizontal coordinates were established by classical geodetic methods
 AK6806.and adjusted by the National Geodetic Survey in May 1991..
 AK6806.No horizontal observational check was made to the station.
 AK6806
 AK6806.The orthometric height was scaled from a topographic map.
 AK6806
 AK6806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6806
 AK6806.The geoid height was determined by GEOID03.
 AK6806
 AK6806;                    North         East     Units Scale Factor Converg.
 AK6806;SPC FL W     -   412,732.509   220,780.536   MT  0.99994650   +0 05 58.0
 AK6806;SPC FL W     - 1,354,106.57    724,344.14   sFT  0.99994650   +0 05 58.0
 AK6806;UTM  17      - 3,103,956.517   422,502.860   MT  0.99967412   -0 22 15.5
 AK6806
 AK6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6806!SPC FL W     -   0.99999605  x   0.99994650  =   0.99994255
 AK6806!UTM  17      -   0.99999605  x   0.99967412  =   0.99967017
 AK6806
 AK6806|---------------------------------------------------------------------|
 AK6806| PID    Reference Object                     Distance      Geod. Az  |
 AK6806|                                                           dddmmss.s |
 AK6806| CW6720 AUBURNDALE RM 2                                    00048     |
 AK6806| AK6807 AUBURNDALE                           23.735 METERS 02259     |
 AK6806| CW6719 AUBURNDALE RM 1                                    06734     |
 AK6806| CW6721 AUBURNDALE 2 RM 4                    30.330 METERS 09149     |
 AK6806| CW6722 AUBURNDALE 2 RM 5                    12.860 METERS 26934     |
 AK6806|---------------------------------------------------------------------|
 AK6806
 AK6806                          SUPERSEDED SURVEY CONTROL
 AK6806
 AK6806  NAD 83(1986)-  28 03 31.35597(N)    081 47 19.00819(W) AD(       ) 2
 AK6806  NAD 27      -  28 03 30.28200(N)    081 47 19.71900(W) AD(       ) 2
 AK6806
 AK6806.Superseded values are not recommended for survey control.
 AK6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6806.See file dsdata.txt to determine how the superseded data were derived.
 AK6806
 AK6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2250303957(NAD 83)
 AK6806_MARKER: DS = TRIANGULATION STATION DISK
 AK6806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6806
 AK6806  HISTORY     - Date     Condition        Report By
 AK6806  HISTORY     - 1949     MONUMENTED       CGS
 AK6806  HISTORY     - 1958     GOOD             CGS
 AK6806  HISTORY     - 1971     GOOD             USAF
 AK6806  HISTORY     - 1973     MARK NOT FOUND   NGS
 AK6806  HISTORY     - 20030717 MARK NOT FOUND   FL-105
 AK6806
 AK6806                          STATION DESCRIPTION
 AK6806
 AK6806'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AK6806'LOCATED AT THE SE CORNER OF BARTOW AND MAGNOLIA STREETS IN
 AK6806'AUBURNDALE, 3 FEET S OF CURB, AND 4 FEET W OF N-S SIDEWALK.
 AK6806'
 AK6806'STATION MARK IS A BRONZE STATION DISK SET IN AN 8-INCH CONCRETE
 AK6806'MONUMENT 1/2 FOOT BELOW SURFACE OF GROUND.  DISK IS STAMPED
 AK6806'AUBURNDALE 2 1949.
 AK6806'
 AK6806'R.M. 4 IS 30.330 METERS E OF STATION, 5 FEET S OF S SIDE OF
 AK6806'MAGNOLIA STREET (U.S. 92 AND 17), BETWEEN SIDEWALK AND CURB,
 AK6806'0.4 FOOT BELOW SURFACE OF GROUND.  IT IS A BRONZE REFERENCE
 AK6806'DISK, STAMPED AUBURNDALE 2 1949 RM NO 4, SET IN AN 8-INCH
 AK6806'CONCRETE MONUMENT.
 AK6806'
 AK6806'R.M. 5 IS 12.860 METERS W OF STATION, AT SW CORNER OF BARTOW
 AK6806'AND MAGNOLIA STREETS, AT INTERSECTION OF S EDGE OF SIDEWALK AND
 AK6806'CURB.  IT IS A BRONZE REFERENCE DISK, STAMPED AUBURNDALE 2 1949
 AK6806'NO 5, SET IN TOP OF 6-INCH CONCRETE MONUMENT (SRD R/W MON.)
 AK6806'PROJECTING 0.8 FOOT ABOVE GROUND.
 AK6806
 AK6806                          STATION RECOVERY (1958)
 AK6806
 AK6806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AK6806'THIS STATION WAS RECOVERED IN SEPTEMBER, 1958.  THE STATION AND
 AK6806'REFERENCE MARK 4 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 5
 AK6806'IS LEANING SLIGHTLY, IT IS ABOUT 0.1 FT. S OF ITS ORIGINAL
 AK6806'POSITION.
 AK6806'
 AK6806'THE STATION IS LOCATED IN THE S PART OF AUBURNDALE, ABOUT 0.4
 AK6806'MI. S OF THE ATLANTIC COAST LINE RAILROAD STATION AT THE
 AK6806'INTERSECTION OF BARTOW STREET AND MAGNOLIA STREET, AT THE
 AK6806'JUNCTION OF U.S. HIGHWAY 92 AND STATE HIGHWAY 559, 24 FT. S OF
 AK6806'THE CENTERLINE OF MAGNOLIA STREET, 24 FT. E OF THE CENTERLINE
 AK6806'OF BARTOW STREET, 18 FT. NW OF THE NW CORNER OF THE RITZ CAFE,
 AK6806'S OF AND ACROSS MAGNOLIA STREET FROM THE SW CORNER OF THE
 AK6806'SKINNER FURNITURE STORE, 3.8 FT. W OF THE W EDGE OF A N AND S
 AK6806'SIDEWALK, 3.6 FT. N OF THE N EDGE OF AN E AND W SIDEWALK AND
 AK6806'4.2 FT. NW OF A POWER POLE.  A TRIANGULATION-STATION DISK
 AK6806'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 0.5 FT.
 AK6806'BELOW THE TOP OF THE GROUND, STAMPED AUBURNDALE 2 1949.
 AK6806'
 AK6806'REFERENCE MARK 4 IS 99.507 FT. OR 30.330 M. E OF THE STATION,
 AK6806'123 FT. E OF THE CENTERLINE OF BARTOW STREET, 61 FT. E OF THE
 AK6806'NE CORNER OF THE RITZ CAFE, 22.5 FT. S OF THE CENTERLINE OF
 AK6806'MAGNOLIA STREET, 5.2 FT. S OF THE S CURB OF MAGNOLIA STREET
 AK6806'AND 4.4 FT. N OF THE N EDGE OF AN E AND W SIDEWALK.  A
 AK6806'REFERENCE-MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 AK6806'WHICH IS 0.2 FT. BELOW THE TOP OF THE GROUND, STAMPED
 AK6806'AUBURNDALE 2 NO 4 1949.
 AK6806'
 AK6806'REFERENCE MARK 5 IS 42.192 FT. OR 12.860 M. S OF THE STATION,
 AK6806'42 FT. NE OF THE NE CORNER OF THE HOUSE AT 502 BARTOW STREET,
 AK6806'12.5 FT. SW OF A POWER POLE, 25.4 FT. S OF THE CENTERLINE OF
 AK6806'MAGNOLIA STREET, 18 FT. W OF THE CENTERLINE OF BARTOW STREET
 AK6806'AND 0.6 FT. S OF THE S EDGE OF AN E AND W SIDEWALK.  A
 AK6806'REFERENCE-MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 AK6806'WHICH PROJECTS 0.8 FT. ABOVE THE GROUND, STAMPED AUBURNDALE
 AK6806'2 NO 5 1949.
 AK6806
 AK6806                          STATION RECOVERY (1971)
 AK6806
 AK6806'RECOVERY NOTE BY US AIR FORCE 1971
 AK6806'STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS 4
 AK6806'AND 5 WERE NOT RECOVERED.  STATION MARK IS 1.0 FOOT NORTH
 AK6806'OF THE NE CORNER OF CONCRETE BASE OF U.S. MAIL BOX.  OTHER
 AK6806'MEASURE ARE ADEQUATE.
 AK6806
 AK6806                          STATION RECOVERY (1973)
 AK6806
 AK6806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 AK6806'STATION MARK, REFERENCE MARKS 4 AND 5 WERE SEARCHED FOR BUT NOT
 AK6806'FOUND.  APPARENTLY ALL THE MARKS WERE DESTROYED WHEN MAGNOLIA
 AK6806'STREET WAS WIDENED TO MAKE A 4 LANE HIGHWAY.  BARTOW STREET WAS
 AK6806'ALSO WIDENED AT THIS INTERSECTION.  THE INTERSECTION IS NOW
 AK6806'MAGNOLIA AVENUE (U.S. HIGHWAY 92) AND BARTOW AVENUE (STATE
 AK6806'HIGHWAY 559).
 AK6806'
 AK6806'THIS STATION SHOULD BE CONSIDERED LOST.
 AK6806'
 AK6806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK6806'AT AUBURNDALE.
 AK6806
 AK6806                          STATION RECOVERY (2003)
 AK6806
 AK6806'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AK6806'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK6806'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0297 ***********************************************************************
 AG0297  DESIGNATION -  AURAL
 AG0297  PID         -  AG0297
 AG0297  STATE/COUNTY-  FL/PINELLAS
 AG0297  USGS QUAD   -  CLEARWATER (1987)
 AG0297
 AG0297                         *CURRENT SURVEY CONTROL
 AG0297  ___________________________________________________________________
 AG0297* NAD 83(1990)-  27 59 56.51771(N)    082 49 22.29002(W)     ADJUSTED  
 AG0297* NAVD 88     -         0.958  (meters)       3.14   (feet)  ADJUSTED  
 AG0297  ___________________________________________________________________
 AG0297  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AG0297  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0297  DYNAMIC HT  -           0.957 (meters)       3.14  (feet)  COMP
 AG0297  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 AG0297
 AG0297  HORZ ORDER  -  FIRST
 AG0297  VERT ORDER  -  SECOND    CLASS II
 AG0297
 AG0297.The horizontal coordinates were established by classical geodetic methods
 AG0297.and adjusted by the National Geodetic Survey in May 1991..
 AG0297
 AG0297.The orthometric height was determined by differential leveling
 AG0297.and adjusted by the National Geodetic Survey in June 1991..
 AG0297
 AG0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG0297
 AG0297.The geoid height was determined by GEOID03.
 AG0297
 AG0297.The dynamic height is computed by dividing the NAVD 88
 AG0297.geopotential number by the normal gravity value computed on the
 AG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0297.degrees latitude (g = 980.6199 gals.).
 AG0297
 AG0297.The modeled gravity was interpolated from observed gravity values.
 AG0297
 AG0297;                    North         East     Units Scale Factor Converg.
 AG0297;SPC FL W     -   406,374.647   119,064.588   MT  1.00002200   -0 23 10.7
 AG0297;SPC FL W     - 1,333,247.49    390,631.07   sFT  1.00002200   -0 23 10.7
 AG0297;UTM  17      - 3,098,434.098   320,753.336   MT  0.99999657   -0 51 21.5
 AG0297
 AG0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG0297!SPC FL W     -   1.00000372  x   1.00002200  =   1.00002572
 AG0297!UTM  17      -   1.00000372  x   0.99999657  =   1.00000029
 AG0297
 AG0297:                Primary Azimuth Mark                     Grid Az
 AG0297:SPC FL W     -  DUNEDIN H P HOOD INC TANK                055 03 16.9
 AG0297:UTM  17      -  DUNEDIN H P HOOD INC TANK                055 31 27.7
 AG0297
 AG0297|---------------------------------------------------------------------|
 AG0297| PID    Reference Object                     Distance      Geod. Az  |
 AG0297|                                                           dddmmss.s |
 AG0297| AL0888 DUNEDIN H P HOOD INC TANK           APPROX. 4.4 KM 0544006.2 |
 AG0297| AL0886 DUNEDIN H P HOOD INC STACK          APPROX. 4.4 KM 0550126.1 |
 AG0297| AG2634 CLEARWATER WESTON DRIVE TANK        APPROX. 4.7 KM 1082614.1 |
 AG0297| AG0305 AURAL RM 1                           12.791 METERS 12607     |
 AG0297| AG0306 AURAL RM 2                           19.136 METERS 25155     |
 AG0297| AL0119 AURAL RM 3                                         2771523.4 |
 AG0297| CW6895 AURAL AZ MK                                        2771525.2 |
 AG0297|---------------------------------------------------------------------|
 AG0297
 AG0297                          SUPERSEDED SURVEY CONTROL
 AG0297
 AG0297  NAD 83(1986)-  27 59 56.52472(N)    082 49 22.30129(W) AD(       ) 1
 AG0297  NAD 27      -  27 59 55.45604(N)    082 49 22.92987(W) AD(       ) 1
 AG0297  NGVD 29 (??/??/92)    1.221  (m)            4.01   (f) ADJ UNCH    2 2
 AG0297
 AG0297.Superseded values are not recommended for survey control.
 AG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0297.See file dsdata.txt to determine how the superseded data were derived.
 AG0297
 AG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2075398434(NAD 83)
 AG0297_MARKER: DS = TRIANGULATION STATION DISK
 AG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0297_STAMPING: AURAL 1973
 AG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0297+STABILITY: SURFACE MOTION
 AG0297
 AG0297  HISTORY     - Date     Condition        Report By
 AG0297  HISTORY     - 1973     MONUMENTED       NGS
 AG0297  HISTORY     - 1975     GOOD             FLDT
 AG0297  HISTORY     - 1978     GOOD             NGS
 AG0297  HISTORY     - 19960117 GOOD             USPSQD
 AG0297
 AG0297                          STATION DESCRIPTION
 AG0297
 AG0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 AG0297'THE STATION IS ABOUT 1-3/4 MILES WEST OF DUNEDIN, 1-3/4 MILES
 AG0297'WEST OF CLEARWATER, ON THE EAST SIDE OF CLEARWATER BEACH ISLAND
 AG0297'AND ON PROPERTY OWNED BY THE CITY OF CLEARWATER.
 AG0297'
 AG0297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE
 AG0297'19 AND STATE HIGHWAY 60 IN CLEARWATER, GO WEST ON HIGHWAY 60
 AG0297'FOR 1.95 MILES TO A CROSSROAD ON CLEARWATER BEACH ISLAND.  TURN
 AG0297'RIGHT AND GO NORTH ON MANDALAY AVENUE FOR 1.5 MILES TO A
 AG0297'CROSSROAD.  (TO REACH REFERENCE MARK 3 FROM THIS POINT, TURN LEFT
 AG0297'AND GO WEST ON AURAL STREET FOR 0.05 MILE TO THE END OF AURAL
 AG0297'STREET AND THE MARK AS DESCRIBED.) TURN RIGHT AND GO EAST ON
 AG0297'AURAL STREET FOR 0.25 MILE TO THE EAST END OF AURAL STREET AND
 AG0297'THE STATION AS DESCRIBED.
 AG0297'
 AG0297'THE SURFACE AND UNDERGROUND STATION MARKS, STAMPED AURAL 1973
 AG0297'ARE STANDARD DISKS.  THE SURFACE DISK IS SET IN A ROUND CONCRETE
 AG0297'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 31 FEET WEST OF
 AG0297'WATERS EDGE, 30 FEET EAST OF AN 18-INCH PALM TREE, 28 FEET
 AG0297'NORTH OF A WIRE FENCE AND 18 FEET SOUTH OF A CHAIN LINK FENCE.
 AG0297'
 AG0297'REFERENCE MARK 1, STAMPED AURAL NO 1 1973 IS A STANDARD DISK
 AG0297'CEMENTED IN A DRILL HOLE IN A CONCRETE SEA WALL THAT PROJECTS
 AG0297'2 INCHES.  IT IS 69.8 FEET EAST OF THE 18-INCH PALM TREE, 40.5
 AG0297'FEET SOUTH OF THE EAST END OF THE CHAIN LINK FENCE, 7.5 FEET
 AG0297'NORTH OF THE EAST END OF THE WIRE FENCE AND 0.5 FOOT WEST OF
 AG0297'WATERS EDGE.
 AG0297'
 AG0297'REFERENCE MARK 2, STAMPED AURAL NO 2 1973 IS A STANDARD DISK
 AG0297'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AG0297'GROUND.  IT IS 93 FEET WEST OF THE WATERS EDGE, 44 FEET SOUTH
 AG0297'OF THE CHAIN LINK FENCE, 36 FEET SOUTHWEST OF THE 18-INCH PALM
 AG0297'TREE AND 0.5 FOOT NORTH OF THE WIRE FENCE.
 AG0297'
 AG0297'REFERENCE MARK 3, STAMPED AURAL NO 3 1973 IS A STANDARD DISK
 AG0297'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 AG0297'31 FEET WEST OF THE CENTER OF THE INTERSECTION OF AURAL STREET
 AG0297'AND ELDORADO AVENUE, 26.5 FEET NORTHWEST OF POWER POLE NUMBER
 AG0297'6A-6692, 16 FEET SOUTHWEST OF A 16-INCH PALM TREE AND 1.5
 AG0297'FEET NORTHEAST OF A METAL WITNESS POST.
 AG0297'
 AG0297'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 AG0297
 AG0297                          STATION RECOVERY (1975)
 AG0297
 AG0297'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0297'AT CLEARWATER BEACH.
 AG0297'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AG0297'(U.S. ALT. 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AG0297'S.R. 60 (CLEARWATER MEMORIAL CAUSEWAY) FOR 2.0 MILES TO THE
 AG0297'INTERSECTION OF MARIANNE ST. AND MANDALAY AVE.  TURN RIGHT AND
 AG0297'RUN NORTHERLY ALONG MANDALAY AVE. FOR 1.5 MILE TO THE
 AG0297'INTERSECTION OF AURAL STREET.  TURN RIGHT AND RUN E. FOR 0.2
 AG0297'MILE TO THE END OF AURAL STREET.  STATION IS 31 FT. W. OF WATERS
 AG0297'EDGE, 30 FT. E. OF AN 18 IN PALM TREE, 28 FT. N. OF A 3 FT HOG
 AG0297'WIRE FENCE, AND 18 FT. S. OF A 6 FT CHAIN LINK FENCE.  SET IN TOP
 AG0297'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 32,
 AG0297'T 28 S, R 15 E.
 AG0297
 AG0297                          STATION RECOVERY (1978)
 AG0297
 AG0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AG0297'RECOVERED IN GOOD CONDITION.
 AG0297
 AG0297                          STATION RECOVERY (1996)
 AG0297
 AG0297'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0298 ***********************************************************************
 AG0298  DESIGNATION -  AURAL A
 AG0298  PID         -  AG0298
 AG0298  STATE/COUNTY-  FL/PINELLAS
 AG0298  USGS QUAD   -  CLEARWATER (1987)
 AG0298
 AG0298                         *CURRENT SURVEY CONTROL
 AG0298  ___________________________________________________________________
 AG0298* NAD 83(1990)-  27 58 38.96771(N)    082 49 24.29114(W)     ADJUSTED  
 AG0298* NAVD 88     -         3.603  (meters)      11.82   (feet)  ADJUSTED  
 AG0298  ___________________________________________________________________
 AG0298  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AG0298  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0298  DYNAMIC HT  -           3.598 (meters)      11.80  (feet)  COMP
 AG0298  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 AG0298
 AG0298  HORZ ORDER  -  FIRST
 AG0298  VERT ORDER  -  SECOND    CLASS II
 AG0298
 AG0298.The horizontal coordinates were established by classical geodetic methods
 AG0298.and adjusted by the National Geodetic Survey in May 1991..
 AG0298
 AG0298.The orthometric height was determined by differential leveling
 AG0298.and adjusted by the National Geodetic Survey in June 1991..
 AG0298
 AG0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG0298
 AG0298.The geoid height was determined by GEOID03.
 AG0298
 AG0298.The dynamic height is computed by dividing the NAVD 88
 AG0298.geopotential number by the normal gravity value computed on the
 AG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0298.degrees latitude (g = 980.6199 gals.).
 AG0298
 AG0298.The modeled gravity was interpolated from observed gravity values.
 AG0298
 AG0298;                    North         East     Units Scale Factor Converg.
 AG0298;SPC FL W     -   403,987.786   118,993.810   MT  1.00002214   -0 23 10.7
 AG0298;SPC FL W     - 1,325,416.59    390,398.86   sFT  1.00002214   -0 23 10.7
 AG0298;UTM  17      - 3,096,047.957   320,663.004   MT  0.99999697   -0 51 20.3
 AG0298
 AG0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG0298!SPC FL W     -   1.00000330  x   1.00002214  =   1.00002544
 AG0298!UTM  17      -   1.00000330  x   0.99999697  =   1.00000027
 AG0298
 AG0298:                Primary Azimuth Mark                     Grid Az
 AG0298:SPC FL W     -  AURAL                                    001 41 54.1
 AG0298:UTM  17      -  AURAL                                    002 10 03.7
 AG0298
 AG0298|---------------------------------------------------------------------|
 AG0298| PID    Reference Object                     Distance      Geod. Az  |
 AG0298|                                                           dddmmss.s |
 AG0298| AG0297 AURAL                               APPROX. 2.4 KM 0011843.4 |
 AG0298| AG2613 CLEARWATER RAD STA WTAN MAST        APPROX. 2.4 KM 1282111.1 |
 AG0298| AG2608 BELLEAIR BILTMORE HOTEL TANK        APPROX. 4.2 KM 1424322.9 |
 AG0298| AG2623 CLEARWATER BEACH MUN TANK           APPROX. 0.9 KM 3343012.4 |
 AG0298|---------------------------------------------------------------------|
 AG0298
 AG0298                          SUPERSEDED SURVEY CONTROL
 AG0298
 AG0298  NAD 83(1986)-  27 58 38.97463(N)    082 49 24.30256(W) AD(       ) 1
 AG0298  NAD 27      -  27 58 37.90323(N)    082 49 24.93102(W) AD(       ) 1
 AG0298  NGVD 29 (??/??/92)    3.866  (m)           12.68   (f) ADJ UNCH    2 2
 AG0298
 AG0298.Superseded values are not recommended for survey control.
 AG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0298.See file dsdata.txt to determine how the superseded data were derived.
 AG0298
 AG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2066396048(NAD 83)
 AG0298_MARKER: DD = SURVEY DISK
 AG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0298_STAMPING: AURAL A
 AG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0298+STABILITY: SURFACE MOTION
 AG0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0298+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 AG0298
 AG0298  HISTORY     - Date     Condition        Report By
 AG0298  HISTORY     - 1973     MONUMENTED       NGS
 AG0298  HISTORY     - 1975     GOOD             FLDT
 AG0298  HISTORY     - 20040109 GOOD             INDIV
 AG0298
 AG0298                          STATION DESCRIPTION
 AG0298
 AG0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (DFF)
 AG0298'LOCATED ON THE SOUTH SIDE OF THE EAST END OF THE NEW BRIDGE
 AG0298'JUST EAST OF CLEARWATER BEACH.
 AG0298'
 AG0298'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 19 (FORT
 AG0298'HARRISON AVENUE) AND STATE ROUTE 60 (CLEVELAND STREET) GO WEST ON
 AG0298'STATE ROUTE 60 FOR 0.2 MILE TO MEMORIAL CAUSEWAY.  CONTINUE
 AG0298'NORTHWESTWARDLY ON MEMORIAL CAUSEWAY FOR 1.6 MILES TO EAST END
 AG0298'OF BRIDGE, JUST EAST OF CLEARWATER BEACH AND STATION ON LEFT
 AG0298'AS DESCRIBED.
 AG0298'
 AG0298'BRONZE DISK STAMPED AURAL-A SET IN THE TOP OF A 12 INCH
 AG0298'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE
 AG0298'GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AG0298'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET
 AG0298'NORTHEAST OF THE NORTHEAST CORNER OF THE OLD BRIDGE, 15 FEET
 AG0298'NORTHWEST OF A SIDEWALK INTERSECTION, AND 13 FEET SOUTHEAST OF
 AG0298'THE SOUTHEAST CORNER OF THE NEW BRIDGE.
 AG0298'
 AG0298'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AG0298
 AG0298                          STATION RECOVERY (1975)
 AG0298
 AG0298'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0298'AT CLEARWATER BEACH.
 AG0298'LOCATED ON THE SOUTH SIDE OF THE EAST END OF THE NEW BRIDGE
 AG0298'JUST EAST OF CLEARWATER BEACH.  TO REACH STATION FROM THE INTERSECTION
 AG0298'OF N. FT. HARRISON AVE. (U.S. ALT. 19) AND CLEVELAND ST. (S.R. 60),
 AG0298'RUN WESTERLY ALONG S.R. 60 (CLEARWATER MEMORIAL CAUSEWAY) FOR 1.7
 AG0298'MILE TO THE S. SIDE OF THE EAST END OF THE BRIDGE, JUST E. OF
 AG0298'CLEARWATER BEACH.  STATION IS 37 FT. NE OF THE NE CORNER OF THE OLD
 AG0298'BRIDGE, 15 FT. NW OF A SIDEWALK INTERSECTION, AND 13 FT. SE OF THE SE
 AG0298'CORNER OF THE NEW BRIDGE.  SET IN TOP OF A CONCRETE POST 2 INCHES
 AG0298'ABOVE GROUND.  SECTION 8, T 29 S, R 15 E.
 AG0298
 AG0298                          STATION RECOVERY (2004)
 AG0298
 AG0298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GSA)
 AG0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0299 ***********************************************************************
 AG0299  DESIGNATION -  AURAL B
 AG0299  PID         -  AG0299
 AG0299  STATE/COUNTY-  FL/PINELLAS
 AG0299  USGS QUAD   -  CLEARWATER (1987)
 AG0299
 AG0299                         *CURRENT SURVEY CONTROL
 AG0299  ___________________________________________________________________
 AG0299* NAD 83(1990)-  27 59 50.78090(N)    082 47 39.98214(W)     ADJUSTED  
 AG0299* NAVD 88     -         2.123  (meters)       6.97   (feet)  ADJUSTED  
 AG0299  ___________________________________________________________________
 AG0299  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AG0299  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AG0299  DYNAMIC HT  -           2.120 (meters)       6.96  (feet)  COMP
 AG0299  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 AG0299
 AG0299  HORZ ORDER  -  FIRST
 AG0299  VERT ORDER  -  SECOND    CLASS II
 AG0299
 AG0299.The horizontal coordinates were established by classical geodetic methods
 AG0299.and adjusted by the National Geodetic Survey in May 1991..
 AG0299
 AG0299.The orthometric height was determined by differential leveling
 AG0299.and adjusted by the National Geodetic Survey in June 1991..
 AG0299
 AG0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG0299
 AG0299.The geoid height was determined by GEOID03.
 AG0299
 AG0299.The dynamic height is computed by dividing the NAVD 88
 AG0299.geopotential number by the normal gravity value computed on the
 AG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0299.degrees latitude (g = 980.6199 gals.).
 AG0299
 AG0299.The modeled gravity was interpolated from observed gravity values.
 AG0299
 AG0299;                    North         East     Units Scale Factor Converg.
 AG0299;SPC FL W     -   406,179.529   121,858.787   MT  1.00001651   -0 22 22.6
 AG0299;SPC FL W     - 1,332,607.34    399,798.37   sFT  1.00001651   -0 22 22.6
 AG0299;UTM  17      - 3,098,216.088   323,545.762   MT  0.99998431   -0 50 33.3
 AG0299
 AG0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG0299!SPC FL W     -   1.00000354  x   1.00001651  =   1.00002005
 AG0299!UTM  17      -   1.00000354  x   0.99998431  =   0.99998785
 AG0299
 AG0299|---------------------------------------------------------------------|
 AG0299| PID    Reference Object                     Distance      Geod. Az  |
 AG0299|                                                           dddmmss.s |
 AG0299| AG2659 AURAL B PT A                          6.868 METERS 21838     |
 AG0299| AG2623 CLEARWATER BEACH MUN TANK           APPROX. 3.5 KM 2460052.9 |
 AG0299| AG0297 AURAL                               APPROX. 2.8 KM 2733717.4 |
 AG0299|---------------------------------------------------------------------|
 AG0299
 AG0299                          SUPERSEDED SURVEY CONTROL
 AG0299
 AG0299  NAD 83(1986)-  27 59 50.78773(N)    082 47 39.99345(W) AD(       ) 1
 AG0299  NAD 27      -  27 59 49.71875(N)    082 47 40.62469(W) AD(       ) 1
 AG0299  NGVD 29 (??/??/92)    2.386  (m)            7.83   (f) ADJ UNCH    2 2
 AG0299
 AG0299.Superseded values are not recommended for survey control.
 AG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0299.See file dsdata.txt to determine how the superseded data were derived.
 AG0299
 AG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2354698216(NAD 83)
 AG0299_MARKER: DD = SURVEY DISK
 AG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0299_STAMPING: AURAL B
 AG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0299+STABILITY: SURFACE MOTION
 AG0299
 AG0299  HISTORY     - Date     Condition        Report By
 AG0299  HISTORY     - 1973     MONUMENTED       NGS
 AG0299  HISTORY     - 1975     GOOD             FLDT
 AG0299  HISTORY     - 1983     GOOD             USPSQD
 AG0299
 AG0299                          STATION DESCRIPTION
 AG0299
 AG0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (DFF)
 AG0299'LOCATED AT THE SOUTHWEST CORNER OF DUNEDIN AND THE NORTHWEST
 AG0299'CORNER OF CLEARWATER AT THE EASTERN SHORE OF CLEARWATER HARBOR.
 AG0299'
 AG0299'TO REACH FROM THE JUNCTION OF STATE ROUTE S-588 (SUNSET POINT
 AG0299'ROAD) AND U.S. HIGHWAY 19, ABOUT 2 MILES WEST OF THE CITY OF
 AG0299'SAFETY HARBOR, GO WEST ON SUNSET POINT ROAD FOR 2.7 MILES TO THE
 AG0299'JUNCTION OF HIGHLAND AVENUE.  TURN RIGHT AND GO NORTH ON
 AG0299'HIGHLAND AVENUE FOR 0.5 MILE TO THE JUNCTION OF UNION STREET AND
 AG0299'TRIANGULATION STATION HIGHLAND-1973 AT THE NORTHWEST CORNER
 AG0299'OF THE INTERSECTION.  TURN LEFT AND GO WEST ON UNION STREET FOR
 AG0299'1.15 MILES TO EDGEWATER DRIVE (U.S. ALTERNATE HIGHWAY 19).
 AG0299'STATION IS ON THE WEST SIDE OF EDGEWATER DRIVE AT THE END OF UNION
 AG0299'STREET AS DESCRIBED.
 AG0299'
 AG0299'BRONZE DISK STAMPED AURAL-B SET IN THE TOP OF A 12 INCH DIAMETER
 AG0299'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 AG0299'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48
 AG0299'INCHES BELOW THE GROUND SURFACE.  IT IS 43 FEET NORTHWEST OF A
 AG0299'POWER POLE, 21 FEET WEST OF THE INTERSECTION OF UNION STREET
 AG0299'AND EDGEWATER DRIVE, 9 FEET SOUTHEAST OF POWER POLE STRONGBACK
 AG0299'NUMBER 8A-1596, AND 5 FEET WEST OF CURB.
 AG0299'
 AG0299'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AG0299
 AG0299                          STATION RECOVERY (1975)
 AG0299
 AG0299'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0299'NEAR CLEARWATER.
 AG0299'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AG0299'AND EDGEWATER DRIVE (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S.
 AG0299'ALT. 19 FOR 1.1 MILE TO THE INTERSECTION OF UNION STREET
 AG0299'AND EDGEWATER DRIVE.  STATION IS ON NW CORNER OF INTERSECTION,
 AG0299'43 FT. NW OF POWER POLE (NO NUMBER), 21 FT. W. OF EDGEWATER
 AG0299'DR., 9 FT. SE OF POWER POLE STRONGBACK NUMBER 8A-1596 AND 5 FT.
 AG0299'W. OF CURB.  SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH
 AG0299'THE GROUND.  SECTION 3, T 29S, R 15E
 AG0299
 AG0299                          STATION RECOVERY (1983)
 AG0299
 AG0299'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0115 ***********************************************************************
 AL0115  DESIGNATION -  AURAL C
 AL0115  PID         -  AL0115
 AL0115  STATE/COUNTY-  FL/PINELLAS
 AL0115  USGS QUAD   -  DUNEDIN (1987)
 AL0115
 AL0115                         *CURRENT SURVEY CONTROL
 AL0115  ___________________________________________________________________
 AL0115* NAD 83(1990)-  28 00 29.75258(N)    082 47 32.06950(W)     ADJUSTED  
 AL0115* NAVD 88     -         1.064  (meters)       3.49   (feet)  ADJUSTED  
 AL0115  ___________________________________________________________________
 AL0115  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AL0115  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AL0115  DYNAMIC HT  -           1.062 (meters)       3.48  (feet)  COMP
 AL0115  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AL0115
 AL0115  HORZ ORDER  -  SECOND
 AL0115  VERT ORDER  -  SECOND    CLASS II
 AL0115
 AL0115.The horizontal coordinates were established by classical geodetic methods
 AL0115.and adjusted by the National Geodetic Survey in May 1991..
 AL0115
 AL0115.The orthometric height was determined by differential leveling
 AL0115.and adjusted by the National Geodetic Survey in June 1991..
 AL0115
 AL0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0115
 AL0115.The geoid height was determined by GEOID03.
 AL0115
 AL0115.The dynamic height is computed by dividing the NAVD 88
 AL0115.geopotential number by the normal gravity value computed on the
 AL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0115.degrees latitude (g = 980.6199 gals.).
 AL0115
 AL0115.The modeled gravity was interpolated from observed gravity values.
 AL0115
 AL0115;                    North         East     Units Scale Factor Converg.
 AL0115;SPC FL W     -   407,377.790   122,082.775   MT  1.00001608   -0 22 19.4
 AL0115;SPC FL W     - 1,336,538.63    400,533.24   sFT  1.00001608   -0 22 19.4
 AL0115;UTM  17      - 3,099,412.434   323,779.558   MT  0.99998329   -0 50 30.7
 AL0115
 AL0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0115!SPC FL W     -   1.00000371  x   1.00001608  =   1.00001979
 AL0115!UTM  17      -   1.00000371  x   0.99998329  =   0.99998700
 AL0115
 AL0115:                Primary Azimuth Mark                     Grid Az
 AL0115:SPC FL W     -  GRAY R                                   012 37 09.2
 AL0115:UTM  17      -  GRAY R                                   013 05 20.5
 AL0115
 AL0115|---------------------------------------------------------------------|
 AL0115| PID    Reference Object                     Distance      Geod. Az  |
 AL0115|                                                           dddmmss.s |
 AL0115| AL0197 GRAY R                              474.602 METERS 0121449.8 |
 AL0115| AG0299 AURAL B                             APPROX. 1.2 KM 1901257.5 |
 AL0115|---------------------------------------------------------------------|
 AL0115
 AL0115                          SUPERSEDED SURVEY CONTROL
 AL0115
 AL0115  NAD 83(1986)-  28 00 29.75942(N)    082 47 32.08070(W) AD(       ) 2
 AL0115  NAD 27      -  28 00 28.69184(N)    082 47 32.71220(W) AD(       ) 2
 AL0115  NGVD 29 (??/??/92)    1.325  (m)            4.35   (f) ADJ UNCH    2 2
 AL0115
 AL0115.Superseded values are not recommended for survey control.
 AL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0115.See file dsdata.txt to determine how the superseded data were derived.
 AL0115
 AL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2378099412(NAD 83)
 AL0115_MARKER: DD = SURVEY DISK
 AL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0115_STAMPING: AURAL C
 AL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0115+STABILITY: SURFACE MOTION
 AL0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0115+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 AL0115
 AL0115  HISTORY     - Date     Condition        Report By
 AL0115  HISTORY     - 1975     MONUMENTED       FL-103
 AL0115  HISTORY     - 1975     GOOD             FLDT
 AL0115  HISTORY     - 1983     GOOD             USPSQD
 AL0115  HISTORY     - 1989     GOOD             USPSQD
 AL0115  HISTORY     - 20040504 GOOD             DEWDAV
 AL0115
 AL0115                          STATION DESCRIPTION
 AL0115
 AL0115'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF)
 AL0115'LOCATED ON THE WESTERN EDGE OF THE CITY OF DUNEDIN, 0.75 MILE NORTH
 AL0115'OF THE CITY LIMITS OF CLEARWATER, IN SECTION 34, TOWNSHIP 28 S.,
 AL0115'RANGE 15 E.
 AL0115'
 AL0115'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET AND US
 AL0115'ALT.  HIGHWAY 19 (EDGEWATER DRIVE) IN DUNEDIN, RUN SOUTHWESTWARDLY
 AL0115'ALONG EDGEWATER DRIVE FOR 0.30 MILE AND THE STATION ON THE RIGHT
 AL0115'AS DESCRIBED.
 AL0115'
 AL0115'BRONZE DISK STAMPED AURAL C SET IN TOP OF A 12 INCH DIAMETER
 AL0115'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND.
 AL0115'
 AL0115'STATION IS 46.8 FT. SOUTHWEST OF THE CENTERLINE OF DRIVEWAY
 AL0115'TO HOUSE RESIDENCE, NUMBER 557 EDGEWATER DRIVE, 23.6 FT. NORTHWEST
 AL0115'OF A 16 IN PALM TREE, 6.2 FT. SOUTHEAST OF A 14 IN PALM TREE, 2.0
 AL0115'FT. WEST OF A 1-1/2 INCH GALVANIZED WITNESS POST PIPE.
 AL0115'
 AL0115'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AL0115
 AL0115                          STATION RECOVERY (1975)
 AL0115
 AL0115'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0115'AT SW DUNEDIN.
 AL0115'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AL0115'AND EDGEWATER DR. (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S. ALT.
 AL0115'19 FOR 0.3 MILE.  STATION ON RIGHT, 246 FT. N. OF ABERDEEN
 AL0115'STREET, 21.0 FT. W. OF EDGEWATER DR., 46.8 FT. SW OF THE CENTER
 AL0115'OF DRIVEWAY TO HOUSE RESIDENCE NUMBER 557, EDGEWATER DR., 23.6
 AL0115'FT. NW OF A 16 IN PALM TREE, 6.2 FT. SE OF A 14 IN PALM TREE.
 AL0115'SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AL0115'SECTION 34, T 28 S, R 15 E.
 AL0115
 AL0115                          STATION RECOVERY (1983)
 AL0115
 AL0115'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0115'RECOVERED IN GOOD CONDITION.
 AL0115
 AL0115                          STATION RECOVERY (1989)
 AL0115
 AL0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0115'RECOVERED IN GOOD CONDITION.
 AL0115
 AL0115                          STATION RECOVERY (2004)
 AL0115
 AL0115'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AL0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0300 ***********************************************************************
 AG0300  DESIGNATION -  AURAL D
 AG0300  PID         -  AG0300
 AG0300  STATE/COUNTY-  FL/PINELLAS
 AG0300  USGS QUAD   -  CLEARWATER (1987)
 AG0300
 AG0300                         *CURRENT SURVEY CONTROL
 AG0300  ___________________________________________________________________
 AG0300* NAD 83(1990)-  27 59 40.30762(N)    082 47 40.52680(W)     ADJUSTED  
 AG0300* NAVD 88     -         1.215  (meters)       3.99   (feet)  ADJUSTED  
 AG0300  ___________________________________________________________________
 AG0300  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AG0300  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0300  DYNAMIC HT  -           1.213 (meters)       3.98  (feet)  COMP
 AG0300  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 AG0300
 AG0300  HORZ ORDER  -  SECOND
 AG0300  VERT ORDER  -  SECOND    CLASS II
 AG0300
 AG0300.The horizontal coordinates were established by classical geodetic methods
 AG0300.and adjusted by the National Geodetic Survey in May 1991..
 AG0300
 AG0300.The orthometric height was determined by differential leveling
 AG0300.and adjusted by the National Geodetic Survey in June 1991..
 AG0300
 AG0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG0300
 AG0300.The geoid height was determined by GEOID03.
 AG0300
 AG0300.The dynamic height is computed by dividing the NAVD 88
 AG0300.geopotential number by the normal gravity value computed on the
 AG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0300.degrees latitude (g = 980.6199 gals.).
 AG0300
 AG0300.The modeled gravity was interpolated from observed gravity values.
 AG0300
 AG0300;                    North         East     Units Scale Factor Converg.
 AG0300;SPC FL W     -   405,857.226   121,841.807   MT  1.00001655   -0 22 22.8
 AG0300;SPC FL W     - 1,331,549.92    399,742.66   sFT  1.00001655   -0 22 22.8
 AG0300;UTM  17      - 3,097,893.946   323,526.141   MT  0.99998440   -0 50 33.3
 AG0300
 AG0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG0300!SPC FL W     -   1.00000369  x   1.00001655  =   1.00002024
 AG0300!UTM  17      -   1.00000369  x   0.99998440  =   0.99998809
 AG0300
 AG0300|---------------------------------------------------------------------|
 AG0300| PID    Reference Object                     Distance      Geod. Az  |
 AG0300|                                                           dddmmss.s |
 AG0300| AG0299 AURAL B                             322.744 METERS 00239     |
 AG0300| AG0302 AURAL E                             408.365 METERS 1940137.9 |
 AG0300|---------------------------------------------------------------------|
 AG0300
 AG0300                          SUPERSEDED SURVEY CONTROL
 AG0300
 AG0300  NAD 83(1986)-  27 59 40.31443(N)    082 47 40.53813(W) AD(       ) 2
 AG0300  NAD 27      -  27 59 39.24508(N)    082 47 41.16934(W) AD(       ) 2
 AG0300  NGVD 29 (??/??/92)    1.477  (m)            4.85   (f) ADJ UNCH    2 2
 AG0300
 AG0300.Superseded values are not recommended for survey control.
 AG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0300.See file dsdata.txt to determine how the superseded data were derived.
 AG0300
 AG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2352697894(NAD 83)
 AG0300_MARKER: DD = SURVEY DISK
 AG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0300_STAMPING: AURAL D
 AG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0300+STABILITY: SURFACE MOTION
 AG0300
 AG0300  HISTORY     - Date     Condition        Report By
 AG0300  HISTORY     - 1975     MONUMENTED       FL-103
 AG0300  HISTORY     - 1975     GOOD             FLDT
 AG0300  HISTORY     - 19890902 MARK NOT FOUND   USPSQD
 AG0300
 AG0300                          STATION DESCRIPTION
 AG0300
 AG0300'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF)
 AG0300'THE STATION IS LOCATED ABOUT .25 MILE SOUTH OF THE NORTHWEST
 AG0300'CORNER OF THE CITY OF CLEARWATER LIMITS, 150 FT. EAST OF
 AG0300'ST. JOSEPHS SOUND, .35 MILE NORTH OF STEVENSONS CREEK, IN SECTION
 AG0300'3, TOWNSHIP 29 S., RANGE 15 E
 AG0300'
 AG0300'TO REACH FROM THE JUNCTION OF U.S. ALT. HIGHWAY 19 (EDGEWATER
 AG0300'DRIVE) AND S.R. S-588 (SUNSET POINT ROAD AND/OR C.R. 32), RUN
 AG0300'NORTHEASTWARDLY ALONG EDGEWATER DRIVE FOR .25 MILE TO THE
 AG0300'INTERSECTION OF GRANADA STREET ON THE RIGHT AND THE STATION IN THE
 AG0300'SOUTHEAST CORNER OF INTERSECTION AS DESCRIBED.
 AG0300'
 AG0300'BRONZE DISK STAMPED AURAL D SET IN TOP OF A 12 INCH DIAMETER
 AG0300'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND.
 AG0300'
 AG0300'STATION IS 30.1 FT. SOUTH OF CENTERLINE OF GRANADA STREET, 27.8
 AG0300'FT. SOUTHWEST OF AN 18 IN PALM TREE, 17.8 FT. EAST OF CENTER OF
 AG0300'EDGEWATER DRIVE, 14.6 FT. NORTHWEST OF A 10 IN PALM TREE, 2.0
 AG0300'FT. EAST OF A 1-1/2 INCH GALVANIZED WITNESS POST PIPE.
 AG0300'
 AG0300'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AG0300
 AG0300                          STATION RECOVERY (1975)
 AG0300
 AG0300'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0300'NEAR CLEARWATER.
 AG0300'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AG0300'AND EDGEWATER DRIVE (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S.
 AG0300'ALT. 19 FOR 1.3 MILE TO THE SE CORNER OF THE INTERSECTION
 AG0300'OF GRANADA STREET AND EDGEWATER DRIVE, 30.1 FT. S. OF
 AG0300'CENTERLINE OF GRANADA STREET, 27.8 FT. SW OF AN 18 IN PALM
 AG0300'TREE, 17.8 FT. E. OF THE CENTER OF EDGEWATER DR., 14.6 FT.
 AG0300'NW OF A 10 IN PALM TREE.  SET IN TOP OF CONCRETE POST THAT IS
 AG0300'FLUSH WITH THE GROUND.  SECTION 3, T 29S, R 15E
 AG0300
 AG0300                          STATION RECOVERY (1989)
 AG0300
 AG0300'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0301 ***********************************************************************
 AG0301  DESIGNATION -  AURAL D RESET
 AG0301  PID         -  AG0301
 AG0301  STATE/COUNTY-  FL/PINELLAS
 AG0301  USGS QUAD   -  CLEARWATER (1987)
 AG0301
 AG0301                         *CURRENT SURVEY CONTROL
 AG0301  ___________________________________________________________________
 AG0301* NAD 83(1986)-  27 59 37.     (N)    082 47 41.     (W)     SCALED    
 AG0301* NAVD 88     -         1.279  (meters)       4.20   (feet)  ADJUSTED  
 AG0301  ___________________________________________________________________
 AG0301  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AG0301  DYNAMIC HT  -           1.277 (meters)       4.19  (feet)  COMP
 AG0301  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 AG0301
 AG0301  VERT ORDER  -  SECOND    CLASS II
 AG0301
 AG0301.The horizontal coordinates were scaled from a topographic map and have
 AG0301.an estimated accuracy of +/- 6 seconds.
 AG0301
 AG0301.The orthometric height was determined by differential leveling
 AG0301.and adjusted by the National Geodetic Survey in June 1991..
 AG0301
 AG0301.The geoid height was determined by GEOID03.
 AG0301
 AG0301.The dynamic height is computed by dividing the NAVD 88
 AG0301.geopotential number by the normal gravity value computed on the
 AG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0301.degrees latitude (g = 980.6199 gals.).
 AG0301
 AG0301.The modeled gravity was interpolated from observed gravity values.
 AG0301
 AG0301;                    North         East    Units  Estimated Accuracy
 AG0301;SPC FL W     -   405,760.      121,830.      MT  (+/- 180 meters Scaled)
 AG0301
 AG0301                          SUPERSEDED SURVEY CONTROL
 AG0301
 AG0301  NGVD 29 (??/??/92)    1.541  (m)            5.06   (f) ADJ UNCH    2 2
 AG0301
 AG0301.Superseded values are not recommended for survey control.
 AG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0301.See file dsdata.txt to determine how the superseded data were derived.
 AG0301
 AG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL235977(NAD 83)
 AG0301_MARKER: DD = SURVEY DISK
 AG0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0301_SP_SET: CONCRETE INLET
 AG0301_STAMPING: AURAL D
 AG0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0301
 AG0301  HISTORY     - Date     Condition        Report By
 AG0301  HISTORY     - UNK      MONUMENTED       FL-103
 AG0301  HISTORY     - 1975     GOOD             NGS
 AG0301
 AG0301                          STATION DESCRIPTION
 AG0301
 AG0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG0301'IN CLEARWATER.
 AG0301'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580) AND
 AG0301'EDGEWATER DRIVE (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR
 AG0301'1.3 MILE TO THE SE CORNER OF THE INTERSECTION OF GRANADA STREET AND
 AG0301'EDGEWATER DRIVE, 30.1 FT. S. OF CENTERLINE OF GRANADA STREET, 27.8 FT.
 AG0301'SW OF AN 18 IN PALM TREE, 17.8 FT. E. OF THE CENTER OF EDGEWATER DR.,
 AG0301'14.6 FT. NW OF A 10 IN. PALM TREE.  SET IN TOP OF CONCRETE INLET.
 AG0301'SECTION 3, T 29S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0302 ***********************************************************************
 AG0302  DESIGNATION -  AURAL E
 AG0302  PID         -  AG0302
 AG0302  STATE/COUNTY-  FL/PINELLAS
 AG0302  USGS QUAD   -  CLEARWATER (1987)
 AG0302
 AG0302                         *CURRENT SURVEY CONTROL
 AG0302  ___________________________________________________________________
 AG0302* NAD 83(1990)-  27 59 27.43731(N)    082 47 44.14914(W)     ADJUSTED  
 AG0302* NAVD 88     -         2.276  (meters)       7.47   (feet)  ADJUSTED  
 AG0302  ___________________________________________________________________
 AG0302  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AG0302  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AG0302  DYNAMIC HT  -           2.273 (meters)       7.46  (feet)  COMP
 AG0302  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AG0302
 AG0302  HORZ ORDER  -  SECOND
 AG0302  VERT ORDER  -  SECOND    CLASS II
 AG0302
 AG0302.The horizontal coordinates were established by classical geodetic methods
 AG0302.and adjusted by the National Geodetic Survey in May 1991..
 AG0302
 AG0302.The orthometric height was determined by differential leveling
 AG0302.and adjusted by the National Geodetic Survey in June 1991..
 AG0302
 AG0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG0302
 AG0302.The geoid height was determined by GEOID03.
 AG0302
 AG0302.The dynamic height is computed by dividing the NAVD 88
 AG0302.geopotential number by the normal gravity value computed on the
 AG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0302.degrees latitude (g = 980.6199 gals.).
 AG0302
 AG0302.The modeled gravity was interpolated from observed gravity values.
 AG0302
 AG0302;                    North         East     Units Scale Factor Converg.
 AG0302;SPC FL W     -   405,461.684   121,740.247   MT  1.00001674   -0 22 24.3
 AG0302;SPC FL W     - 1,330,252.21    399,409.46   sFT  1.00001674   -0 22 24.3
 AG0302;UTM  17      - 3,097,499.262   323,421.347   MT  0.99998485   -0 50 34.6
 AG0302
 AG0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG0302!SPC FL W     -   1.00000352  x   1.00001674  =   1.00002026
 AG0302!UTM  17      -   1.00000352  x   0.99998485  =   0.99998837
 AG0302
 AG0302:                Primary Azimuth Mark                     Grid Az
 AG0302:SPC FL W     -  AURAL D                                  014 24 00.5
 AG0302:UTM  17      -  AURAL D                                  014 52 10.8
 AG0302
 AG0302|---------------------------------------------------------------------|
 AG0302| PID    Reference Object                     Distance      Geod. Az  |
 AG0302|                                                           dddmmss.s |
 AG0302| AG0300 AURAL D                             408.365 METERS 0140136.2 |
 AG0302| AG0303 AURAL F                             APPROX. 0.7 KM 1833646.0 |
 AG0302|---------------------------------------------------------------------|
 AG0302
 AG0302                          SUPERSEDED SURVEY CONTROL
 AG0302
 AG0302  NAD 83(1986)-  27 59 27.44411(N)    082 47 44.16049(W) AD(       ) 2
 AG0302  NAD 27      -  27 59 26.37431(N)    082 47 44.79162(W) AD(       ) 2
 AG0302  NGVD 29 (??/??/92)    2.539  (m)            8.33   (f) ADJ UNCH    2 2
 AG0302
 AG0302.Superseded values are not recommended for survey control.
 AG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0302.See file dsdata.txt to determine how the superseded data were derived.
 AG0302
 AG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2342197499(NAD 83)
 AG0302_MARKER: DD = SURVEY DISK
 AG0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0302_STAMPING: AURAL E
 AG0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0302+STABILITY: SURFACE MOTION
 AG0302
 AG0302  HISTORY     - Date     Condition        Report By
 AG0302  HISTORY     - 1975     MONUMENTED       FL-103
 AG0302  HISTORY     - 1975     GOOD             FLDT
 AG0302
 AG0302                          STATION DESCRIPTION
 AG0302
 AG0302'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF)
 AG0302'THE STATION IS LOCATED ABOUT .50 MILE SOUTH OF THE
 AG0302'DUNEDIN-CLEARWATER CITY LIMITS, ON THE EASTERN SHORE OF CLEARWATER
 AG0302'HARBOR, IN SECTION 3, TOWNSHIP 29S, RANGE 15 E.
 AG0302'
 AG0302'STATION IS ON THE WEST SIDE OF U.S. ALT. HIGHWAY 19 (EDGEWATER
 AG0302'DRIVE) AND SUNSET POINT RD. (S.R. S-588 AND/OR C.R. 32), JUST NORTH
 AG0302'OF THE SUNSET HOTEL AS DESCRIBED.
 AG0302'
 AG0302'BRONZE DISK STAMPED AURAL E SET IN TOP OF A 12 INCH DIAMETER
 AG0302'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND.
 AG0302'
 AG0302'STATION IS 20.0 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG0302'SUNSET HOTEL BUILDING, 19.1 FT. WEST OF CENTERLINE OF EDGEWATER
 AG0302'DRIVE, 16.5 FT. SOUTHEAST OF AN 8 IN PALM TREE, 2.0 FT. EAST OF A
 AG0302'1-1/2 INCH GALVANIZED WITNESS POST PIPE.
 AG0302'
 AG0302'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AG0302
 AG0302                          STATION RECOVERY (1975)
 AG0302
 AG0302'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0302'NEAR CLEARWATER.
 AG0302'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R.
 AG0302'580) AND EDGEWATER DRIVE (U.S. ALT. 19), RUN SOUTHERLY ALONG
 AG0302'U.S. ALT. 19 FOR 1.55 MILE.  STATION ON RIGHT, 20 FT. NE
 AG0302'OF THE NE CORNER OF THE SUNSET HOTEL BUILDING, 19.6 FT. W.
 AG0302'OF THE CENTER OF EDGEWATER DRIVE, 16.5 FT. SE OF A 8 IN PALM
 AG0302'TREE.  SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AG0302'SECTION 3, T 29S, R 15E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0303 ***********************************************************************
 AG0303  DESIGNATION -  AURAL F
 AG0303  PID         -  AG0303
 AG0303  STATE/COUNTY-  FL/PINELLAS
 AG0303  USGS QUAD   -  CLEARWATER (1987)
 AG0303
 AG0303                         *CURRENT SURVEY CONTROL
 AG0303  ___________________________________________________________________
 AG0303* NAD 83(1990)-  27 59 04.12706(N)    082 47 45.80708(W)     ADJUSTED  
 AG0303* NAVD 88     -         6.832  (meters)      22.41   (feet)  ADJUSTED  
 AG0303  ___________________________________________________________________
 AG0303  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AG0303  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AG0303  DYNAMIC HT  -           6.822 (meters)      22.38  (feet)  COMP
 AG0303  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 AG0303
 AG0303  HORZ ORDER  -  SECOND
 AG0303  VERT ORDER  -  SECOND    CLASS II
 AG0303
 AG0303.The horizontal coordinates were established by classical geodetic methods
 AG0303.and adjusted by the National Geodetic Survey in May 1991..
 AG0303
 AG0303.The orthometric height was determined by differential leveling
 AG0303.and adjusted by the National Geodetic Survey in June 1991..
 AG0303
 AG0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG0303
 AG0303.The geoid height was determined by GEOID03.
 AG0303
 AG0303.The dynamic height is computed by dividing the NAVD 88
 AG0303.geopotential number by the normal gravity value computed on the
 AG0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0303.degrees latitude (g = 980.6199 gals.).
 AG0303
 AG0303.The modeled gravity was interpolated from observed gravity values.
 AG0303
 AG0303;                    North         East     Units Scale Factor Converg.
 AG0303;SPC FL W     -   404,744.420   121,690.266   MT  1.00001684   -0 22 24.8
 AG0303;SPC FL W     - 1,327,898.98    399,245.48   sFT  1.00001684   -0 22 24.8
 AG0303;UTM  17      - 3,096,782.455   323,365.491   MT  0.99998510   -0 50 34.8
 AG0303
 AG0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG0303!SPC FL W     -   1.00000280  x   1.00001684  =   1.00001964
 AG0303!UTM  17      -   1.00000280  x   0.99998510  =   0.99998790
 AG0303
 AG0303:                Primary Azimuth Mark                     Grid Az
 AG0303:SPC FL W     -  AURAL E                                  003 59 10.0
 AG0303:UTM  17      -  AURAL E                                  004 27 20.0
 AG0303
 AG0303|---------------------------------------------------------------------|
 AG0303| PID    Reference Object                     Distance      Geod. Az  |
 AG0303|                                                           dddmmss.s |
 AG0303| AG0302 AURAL E                             APPROX. 0.7 KM 0033645.2 |
 AG0303| AG0304 AURAL G                             284.370 METERS 17716     |
 AG0303|---------------------------------------------------------------------|
 AG0303
 AG0303                          SUPERSEDED SURVEY CONTROL
 AG0303
 AG0303  NAD 83(1986)-  27 59 04.13385(N)    082 47 45.81845(W) AD(       ) 2
 AG0303  NAD 27      -  27 59 03.06325(N)    082 47 46.44957(W) AD(       ) 2
 AG0303  NGVD 29 (??/??/92)    7.095  (m)           23.28   (f) ADJ UNCH    2 2
 AG0303
 AG0303.Superseded values are not recommended for survey control.
 AG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0303.See file dsdata.txt to determine how the superseded data were derived.
 AG0303
 AG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2336596782(NAD 83)
 AG0303_MARKER: DD = SURVEY DISK
 AG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0303_STAMPING: AURAL F
 AG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0303+STABILITY: SURFACE MOTION
 AG0303
 AG0303  HISTORY     - Date     Condition        Report By
 AG0303  HISTORY     - 1975     MONUMENTED       FL-103
 AG0303  HISTORY     - 1975     GOOD             FLDT
 AG0303
 AG0303                          STATION DESCRIPTION
 AG0303
 AG0303'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF)
 AG0303'THE STATION IS LOCATED IN THE WESTERN PORTION OF THE CITY OF
 AG0303'CLEARWATER, ABOUT 1.0 MILE SOUTH OF THE NORTHWEST LIMITS OF THE
 AG0303'CITY, AND THE SOUTHWEST LIMITS OF DUNEDIN, .15 MILE WEST OF
 AG0303'CLEARWATER HARBOR, IN SECTION 3, TOWNSHIP 29 S., RANGE 15 E.
 AG0303'
 AG0303'TO REACH FROM THE JUNCTION OF U.S. ALT. HIGHWAY 19 (EDGEWATER
 AG0303'DRIVE) AND SUNSET POINT ROAD (S.R. S-588 AND/OR C.R. 32), RUN
 AG0303'SOUTHWESTWARDLY AND SOUTH ALONG EDGEWATER DRIVE FOR .45 MILE TO
 AG0303'THE TORCHLIGHT MOTEL ON THE RIGHT AND THE STATION ON THE RIGHT
 AG0303'AS DESCRIBED.
 AG0303'
 AG0303'BRONZE DISK STAMPED AURAL F SET IN TOP OF A 12 INCH DIAMETER ROUND
 AG0303'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND.
 AG0303'
 AG0303'STATION IS 49.2 FT. SOUTHEAST OF CORNER OF THE TORCHLIGHT MOTEL
 AG0303'BUILDING, 48.8 FT. NORTHEAST OF CORNER OF THE TORCHLIGHT MOTEL
 AG0303'BUILDING, 26.0 FT. WEST OF CENTERLINE OF EDGEWATER DRIVE, 2.9
 AG0303'EAST OF EAST EDGE OF SIDEWALK, 2.0 FT. WEST OF A 1-1/2 INCH
 AG0303'GALVANIZED WITNESS POST PIPE.
 AG0303'
 AG0303'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AG0303
 AG0303                          STATION RECOVERY (1975)
 AG0303
 AG0303'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0303'NEAR CLEARWATER.
 AG0303'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AG0303'(U.S. ALT. 19) AND SUNSET POINT RD. (S.R. 588), RUN SOUTHERLY
 AG0303'ON U.S. ALT. 19 FOR 0.45 MILE.  STATION ON RIGHT, 96 FT. N.
 AG0303'OF CENTERLINE OF PLEASANT STREET, 26 FT. W. OF CENTERLINE
 AG0303'OF N. FT. HARRISON AVE., 49.2 FT. SE OF THE CORNER OF TORCHLIGHT
 AG0303'MOTEL BUILDING (1744 N. FT. HARRISON AVE.), 48.8 FT. NE OF THE
 AG0303'CORNER OF THE TORCHLIGHT MOTEL BUILDING, 2.9 FT. E. OF E. EDGE
 AG0303'OF SIDEWALK.  SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH THE
 AG0303'GROUND.  SECTION 4, T 29S, R 15E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0304 ***********************************************************************
 AG0304  DESIGNATION -  AURAL G
 AG0304  PID         -  AG0304
 AG0304  STATE/COUNTY-  FL/PINELLAS
 AG0304  USGS QUAD   -  CLEARWATER (1987)
 AG0304
 AG0304                         *CURRENT SURVEY CONTROL
 AG0304  ___________________________________________________________________
 AG0304* NAD 83(1990)-  27 58 54.89970(N)    082 47 45.31115(W)     ADJUSTED  
 AG0304* NAVD 88     -         9.555  (meters)      31.35   (feet)  ADJUSTED  
 AG0304  ___________________________________________________________________
 AG0304  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AG0304  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0304  DYNAMIC HT  -           9.541 (meters)      31.30  (feet)  COMP
 AG0304  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AG0304
 AG0304  HORZ ORDER  -  SECOND
 AG0304  VERT ORDER  -  SECOND    CLASS II
 AG0304
 AG0304.The horizontal coordinates were established by classical geodetic methods
 AG0304.and adjusted by the National Geodetic Survey in May 1991..
 AG0304
 AG0304.The orthometric height was determined by differential leveling
 AG0304.and adjusted by the National Geodetic Survey in June 1991..
 AG0304
 AG0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG0304
 AG0304.The geoid height was determined by GEOID03.
 AG0304
 AG0304.The dynamic height is computed by dividing the NAVD 88
 AG0304.geopotential number by the normal gravity value computed on the
 AG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0304.degrees latitude (g = 980.6199 gals.).
 AG0304
 AG0304.The modeled gravity was interpolated from observed gravity values.
 AG0304
 AG0304;                    North         East     Units Scale Factor Converg.
 AG0304;SPC FL W     -   404,460.287   121,701.966   MT  1.00001682   -0 22 24.5
 AG0304;SPC FL W     - 1,326,966.79    399,283.87   sFT  1.00001682   -0 22 24.5
 AG0304;UTM  17      - 3,096,498.244   323,374.863   MT  0.99998506   -0 50 34.3
 AG0304
 AG0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG0304!SPC FL W     -   1.00000237  x   1.00001682  =   1.00001919
 AG0304!UTM  17      -   1.00000237  x   0.99998506  =   0.99998743
 AG0304
 AG0304:                Primary Azimuth Mark                     Grid Az
 AG0304:SPC FL W     -  HARRIS B                                 181 49 24.6
 AG0304:UTM  17      -  HARRIS B                                 182 17 34.4
 AG0304
 AG0304|---------------------------------------------------------------------|
 AG0304| PID    Reference Object                     Distance      Geod. Az  |
 AG0304|                                                           dddmmss.s |
 AG0304| AG0574 HARRIS B                            APPROX. 0.5 KM 1812700.1 |
 AG0304| AG0303 AURAL F                             284.370 METERS 35716     |
 AG0304|---------------------------------------------------------------------|
 AG0304
 AG0304                          SUPERSEDED SURVEY CONTROL
 AG0304
 AG0304  NAD 83(1986)-  27 58 54.90646(N)    082 47 45.32253(W) AD(       ) 2
 AG0304  NAD 27      -  27 58 53.83556(N)    082 47 45.95370(W) AD(       ) 2
 AG0304  NGVD 29 (??/??/92)    9.818  (m)           32.21   (f) ADJ UNCH    2 2
 AG0304
 AG0304.Superseded values are not recommended for survey control.
 AG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0304.See file dsdata.txt to determine how the superseded data were derived.
 AG0304
 AG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2337596498(NAD 83)
 AG0304_MARKER: DD = SURVEY DISK
 AG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0304_STAMPING: AURAL G
 AG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0304+STABILITY: SURFACE MOTION
 AG0304
 AG0304  HISTORY     - Date     Condition        Report By
 AG0304  HISTORY     - 1975     MONUMENTED       FL-103
 AG0304  HISTORY     - 1975     GOOD             FLDT
 AG0304  HISTORY     - 1985     GOOD             USPSQD
 AG0304
 AG0304                          STATION DESCRIPTION
 AG0304
 AG0304'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF)
 AG0304'THE STATION IS LOCATED IN THE NORTHWESTERN PORTION OF THE CITY OF
 AG0304'CLEARWATER, 1.25 MILE SOUTH OF THE NORTHERN CITY LIMITS, 0.20 MILE
 AG0304'EAST OF CLEARWATER HARBOR, IN SECTION 10, TOWNSHIP 29 S., RANGE
 AG0304'15 E.
 AG0304'
 AG0304'TO REACH FROM THE JUNCTION OF U.S. ALT. HIGHWAY 19 (EDGEWATER
 AG0304'DRIVE) AND SUNSET POINT ROAD (S.R. S-588 AND/OR C.R. 32), RUN
 AG0304'SOUTHWESTWARDLY AND SOUTHERLY ALONG EDGEWATER DRIVE FOR .45 MILE
 AG0304'TO A Y JUNCTION OF N. FT HARRISON AVE. AND MYRTLE AVE., BEAR LEFT
 AG0304'ON MYRTLE AVE. AND RUN .15 MILE TO A RESIDENCE, NUMBER 1621
 AG0304'MYRTLE AVE., ON THE LEFT AND THE STATION AS DESCRIBED.
 AG0304'
 AG0304'BRONZE DISK STAMPED AURAL G SET IN TOP OF A 12 IN DIAMETER ROUND
 AG0304'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND.
 AG0304'
 AG0304'STATION IS 46.6 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE,
 AG0304'RESIDENCE NUMBER 1621 MYRTLE AVE., 18.8 FT. EAST OF THE CENTERLINE
 AG0304'OF MYRTLE AVE., 17.8 FT. SOUTH OF CENTERLINE OF DRIVEWAY TO HOUSE
 AG0304'RESIDENCE, 12.0 FT. WEST OF A 10 IN OAK TREE, 6.9 FT. NORTHEAST
 AG0304'OF A 6 IN PALM TREE, 2.0 FT. WEST OF A 1-1/2 INCH GALVANIZED
 AG0304'WITNESS POST PIPE.
 AG0304'
 AG0304'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AG0304
 AG0304                          STATION RECOVERY (1975)
 AG0304
 AG0304'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0304'NEAR CLEARWATER.
 AG0304'TO REACH STATION FROM INTERSECTION OF SUNSET POINT RD. (S.R. 588)
 AG0304'AND N. FT. HARRISON AVE. (U.S. ALT. 19), RUN SOUTHERLY ON U.S.
 AG0304'ALT. 19 FOR 0.5 MILE TO THE Y JUNCTION OF N. FT. HARRISON AVE.
 AG0304'AND MYRTLE AVE. STAY LEFT AND RUN SOUTH ON MYRTLE AVE. FOR 0.1
 AG0304'MILES.  STATION ON LEFT, 60 FT. N. OF CENTERLINE OF MINNESOTA
 AG0304'STREET, 18.8 FT. E. OF CENTERLINE OF MYRTLE AVE., 17.8 FT. S.
 AG0304'OF CONCRETE DRIVEWAY, 12 FT. W. OF 10 INCH OAK, 6.9 FT. NE
 AG0304'OF 6 INCH PALM TREE.  SET IN TOP OF CONCRETE POST THAT IS FLUSH
 AG0304'WITH THE GROUND.  SECTION 10, T 29S, R 15E
 AG0304
 AG0304                          STATION RECOVERY (1985)
 AG0304
 AG0304'RECOVERY NOTE BY US POWER SQUADRON 1985 (FWB)
 AG0304'AURAL G - VERY GOOD - NOW 1 FT. EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0116 ***********************************************************************
 AL0116  DESIGNATION -  AURAL H
 AL0116  PID         -  AL0116
 AL0116  STATE/COUNTY-  FL/PINELLAS
 AL0116  USGS QUAD   -  DUNEDIN (1987)
 AL0116
 AL0116                         *CURRENT SURVEY CONTROL
 AL0116  ___________________________________________________________________
 AL0116* NAD 83(1986)-  28 00 13.     (N)    082 47 35.     (W)     SCALED    
 AL0116* NAVD 88     -         2.418  (meters)       7.93   (feet)  ADJUSTED  
 AL0116  ___________________________________________________________________
 AL0116  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AL0116  DYNAMIC HT  -           2.415 (meters)       7.92  (feet)  COMP
 AL0116  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AL0116
 AL0116  VERT ORDER  -  SECOND    CLASS II
 AL0116
 AL0116.The horizontal coordinates were scaled from a topographic map and have
 AL0116.an estimated accuracy of +/- 6 seconds.
 AL0116
 AL0116.The orthometric height was determined by differential leveling
 AL0116.and adjusted by the National Geodetic Survey in June 1991..
 AL0116
 AL0116.The geoid height was determined by GEOID03.
 AL0116
 AL0116.The dynamic height is computed by dividing the NAVD 88
 AL0116.geopotential number by the normal gravity value computed on the
 AL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0116.degrees latitude (g = 980.6199 gals.).
 AL0116
 AL0116.The modeled gravity was interpolated from observed gravity values.
 AL0116
 AL0116;                    North         East    Units  Estimated Accuracy
 AL0116;SPC FL W     -   406,860.      122,000.      MT  (+/- 180 meters Scaled)
 AL0116
 AL0116                          SUPERSEDED SURVEY CONTROL
 AL0116
 AL0116  NGVD 29 (??/??/92)    2.680  (m)            8.79   (f) ADJ UNCH    2 2
 AL0116
 AL0116.Superseded values are not recommended for survey control.
 AL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0116.See file dsdata.txt to determine how the superseded data were derived.
 AL0116
 AL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL236988(NAD 83)
 AL0116_MARKER: DD = SURVEY DISK
 AL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0116_STAMPING: AURAL H
 AL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0116+STABILITY: SURFACE MOTION
 AL0116
 AL0116  HISTORY     - Date     Condition        Report By
 AL0116  HISTORY     - UNK      MONUMENTED       FL-103
 AL0116  HISTORY     - 1975     GOOD             FLDT
 AL0116  HISTORY     - 1983     GOOD             USPSQD
 AL0116  HISTORY     - 1989     GOOD             USPSQD
 AL0116  HISTORY     - 20040109 GOOD             INDIV
 AL0116
 AL0116                          STATION DESCRIPTION
 AL0116
 AL0116'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0116'AT SW DUNEDIN.
 AL0116'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AL0116'AND EDGEWATER DR. (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S. ALT.
 AL0116'19 FOR 0.7 MILE.  STATION IS ON THE W. SIDE OF THE INTERSECTION
 AL0116'OF FLA. AVE. AND EDGEWATER DR., 36.3 FT. NW OF A 15 IN PALM
 AL0116'TREE, 33 FT. W. OF THE CENTERLINE OF EDGEWATER DR., 30 FT. SW
 AL0116'OF A 15 IN PALM TREE, 14.5 FT. SE OF THE SE CORNER OF THE
 AL0116'SANITARY SEWER LIFT STATION.  SET IN TOP OF CONCRETE POST THAT
 AL0116'IS FLUSH WITH THE GROUND.  SECTION 34, T 28 S, R 15 E.
 AL0116
 AL0116                          STATION RECOVERY (1983)
 AL0116
 AL0116'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0116'RECOVERED IN GOOD CONDITION.
 AL0116
 AL0116                          STATION RECOVERY (1989)
 AL0116
 AL0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0116'RECOVERED IN GOOD CONDITION.
 AL0116
 AL0116                          STATION RECOVERY (2004)
 AL0116
 AL0116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GSA)
 AL0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0117 ***********************************************************************
 AL0117  DESIGNATION -  AURAL J
 AL0117  PID         -  AL0117
 AL0117  STATE/COUNTY-  FL/PINELLAS
 AL0117  USGS QUAD   -  DUNEDIN (1987)
 AL0117
 AL0117                         *CURRENT SURVEY CONTROL
 AL0117  ___________________________________________________________________
 AL0117* NAD 83(1986)-  28 00 43.     (N)    082 49 29.     (W)     SCALED    
 AL0117* NAVD 88     -         0.893  (meters)       2.93   (feet)  ADJUSTED  
 AL0117  ___________________________________________________________________
 AL0117  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AL0117  DYNAMIC HT  -           0.891 (meters)       2.92  (feet)  COMP
 AL0117  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AL0117
 AL0117  VERT ORDER  -  SECOND    CLASS II
 AL0117
 AL0117.The horizontal coordinates were scaled from a topographic map and have
 AL0117.an estimated accuracy of +/- 6 seconds.
 AL0117
 AL0117.The orthometric height was determined by differential leveling
 AL0117.and adjusted by the National Geodetic Survey in June 1991..
 AL0117
 AL0117.The geoid height was determined by GEOID03.
 AL0117
 AL0117.The dynamic height is computed by dividing the NAVD 88
 AL0117.geopotential number by the normal gravity value computed on the
 AL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0117.degrees latitude (g = 980.6199 gals.).
 AL0117
 AL0117.The modeled gravity was interpolated from observed gravity values.
 AL0117
 AL0117;                    North         East    Units  Estimated Accuracy
 AL0117;SPC FL W     -   407,810.      118,890.      MT  (+/- 180 meters Scaled)
 AL0117
 AL0117                          SUPERSEDED SURVEY CONTROL
 AL0117
 AL0117  NGVD 29 (??/??/92)    1.155  (m)            3.79   (f) ADJ UNCH    2 2
 AL0117
 AL0117.Superseded values are not recommended for survey control.
 AL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0117.See file dsdata.txt to determine how the superseded data were derived.
 AL0117
 AL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205998(NAD 83)
 AL0117_MARKER: DD = SURVEY DISK
 AL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0117_STAMPING: AURAL J
 AL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0117+STABILITY: SURFACE MOTION
 AL0117
 AL0117  HISTORY     - Date     Condition        Report By
 AL0117  HISTORY     - UNK      MONUMENTED       FL-103
 AL0117  HISTORY     - 1975     GOOD             FLDT
 AL0117
 AL0117                          STATION DESCRIPTION
 AL0117
 AL0117'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0117'AT CLEARWATER BEACH.
 AL0117'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AL0117'(U.S. ALT 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AL0117'S.R. 60 (CLEARWATER MEMORIAL CAUSEWAY) FOR 2.0 MILE TO THE
 AL0117'INTERSECTION OF MARIANNE ST. AND MANDALAY AVE.  TURN RIGHT AND
 AL0117'RUN NORTHERLY ALONG MANDALAY AVE. FOR 1.8 MILE TO THE INTERSECTION
 AL0117'WITH BAY ESPLANADE.  TURN LEFT, RUN NORTHWESTERLY ON BAY
 AL0117'ESPLANADE FOR 0.2 MILE TO THE PRIVATE ENTRANCE TO MANDALAY
 AL0117'POINT.  CONTINUE NORTHERLY FOR 0.3 MILE.  STATION ON RIGHT, 40
 AL0117'FT. N. OF THE N. EDGE OF A DOCK, 15.5 FT. E. FROM THE CENTERLINE
 AL0117'OF PAVED ROAD, 3.5 FT. W. OF CONCRETE SEAWALL.  SET IN TOP OF
 AL0117'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 32, T 28 S,
 AL0117'R 15 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7252 ***********************************************************************
 AL7252  DESIGNATION -  AURAL J RESET
 AL7252  PID         -  AL7252
 AL7252  STATE/COUNTY-  FL/PINELLAS
 AL7252  USGS QUAD   -  DUNEDIN (1987)
 AL7252
 AL7252                         *CURRENT SURVEY CONTROL
 AL7252  ___________________________________________________________________
 AL7252* NAD 83(1986)-  28 00 43.     (N)    082 49 29.     (W)     SCALED    
 AL7252* NAVD 88     -         0.86   (+/-2cm)       2.8    (feet)  VERTCON   
 AL7252  ___________________________________________________________________
 AL7252  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AL7252
 AL7252  VERT ORDER  -  THIRD (See Below)
 AL7252
 AL7252.The horizontal coordinates were scaled from a topographic map and have
 AL7252.an estimated accuracy of +/- 6 seconds.
 AL7252
 AL7252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7252.The vertical order pertains to the NGVD 29 superseded value.
 AL7252
 AL7252.The geoid height was determined by GEOID03.
 AL7252
 AL7252;                    North         East    Units  Estimated Accuracy
 AL7252;SPC FL W     -   407,810.      118,890.      MT  (+/- 180 meters Scaled)
 AL7252
 AL7252                          SUPERSEDED SURVEY CONTROL
 AL7252
 AL7252  NGVD 29 (08/19/04)    1.12   (m)            3.7    (f) RESET       3  
 AL7252
 AL7252.Superseded values are not recommended for survey control.
 AL7252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7252.See file dsdata.txt to determine how the superseded data were derived.
 AL7252
 AL7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205998(NAD 83)
 AL7252_MARKER: DB = BENCH MARK DISK
 AL7252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL7252_STAMPING: AURAL J BM
 AL7252_PROJECTION: FLUSH
 AL7252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7252+STABILITY: SURFACE MOTION
 AL7252
 AL7252  HISTORY     - Date     Condition        Report By
 AL7252  HISTORY     - 1976     MONUMENTED       FL-103
 AL7252
 AL7252                          STATION DESCRIPTION
 AL7252
 AL7252'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976
 AL7252'IN CLEARWATER.
 AL7252'2.0 MILES WESTERLY ALONG STATE ROUTE 60 (CLEARWATER MEMORIAL
 AL7252'CAUSEWAY) FROM THE INTERSECTION OF NORTH FORT HARRISON AVENUE
 AL7252'(U.S. ALT HIGHWAY 19) AND CLEVELAND STREET (STATE ROUTE 60) TO
 AL7252'THE INTERSECTION OF MARIANNE STREET AND MANDALAY AVENUE, THENCE
 AL7252'RIGHT AND GO NORTHERLY ALONG MANDALAY AVENUE FOR 1.8 MILES TO
 AL7252'THE INTERSECTION WITH BAYESPLANADE, THENCE LEFT AND NORTHWESTERLY
 AL7252'ON BAY ESPLANADE FOR 0.2 MILE TO A PRIVATE ENTRANCE TO MANDALAY
 AL7252'POINT, CONTINUE NORTHERLY FOO 0.3 MILE TO MARK ON RIGHT, 15.0 FEET
 AL7252'EAST OF THE CENTERLINE OF A PAVED ROAD, 47.0 FEET NORTH OF THE
 AL7252'NORTH EDGG OF BOAT DOCK, 6.0 FEET WEST-SOUTHWEST OF THE NORTH
 AL7252'END OF CONCRETE SEAWALL, 39.8 FEET NORTH OF THE EXTENDED
 AL7252'CENTERLINE OF A CONCRETE DRIVEWAY(1176MANDALY POINT), 113.2 FEET
 AL7252'NORTHEAST OF A CONCRETE POWERPOLE NO 6A-27150 R, AND 5.4 FEET
 AL7252'NORTH-NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0118 ***********************************************************************
 AL0118  DESIGNATION -  AURAL K
 AL0118  PID         -  AL0118
 AL0118  STATE/COUNTY-  FL/PINELLAS
 AL0118  USGS QUAD   -  DUNEDIN (1987)
 AL0118
 AL0118                         *CURRENT SURVEY CONTROL
 AL0118  ___________________________________________________________________
 AL0118* NAD 83(1986)-  28 01 19.     (N)    082 49 29.     (W)     SCALED    
 AL0118* NAVD 88     -         1.456  (meters)       4.78   (feet)  ADJUSTED  
 AL0118  ___________________________________________________________________
 AL0118  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AL0118  DYNAMIC HT  -           1.454 (meters)       4.77  (feet)  COMP
 AL0118  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 AL0118
 AL0118  VERT ORDER  -  SECOND    CLASS II
 AL0118
 AL0118.The horizontal coordinates were scaled from a topographic map and have
 AL0118.an estimated accuracy of +/- 6 seconds.
 AL0118
 AL0118.The orthometric height was determined by differential leveling
 AL0118.and adjusted by the National Geodetic Survey in June 1991..
 AL0118
 AL0118.The geoid height was determined by GEOID03.
 AL0118
 AL0118.The dynamic height is computed by dividing the NAVD 88
 AL0118.geopotential number by the normal gravity value computed on the
 AL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0118.degrees latitude (g = 980.6199 gals.).
 AL0118
 AL0118.The modeled gravity was interpolated from observed gravity values.
 AL0118
 AL0118;                    North         East    Units  Estimated Accuracy
 AL0118;SPC FL W     -   408,920.      118,900.      MT  (+/- 180 meters Scaled)
 AL0118
 AL0118                          SUPERSEDED SURVEY CONTROL
 AL0118
 AL0118  NGVD 29 (??/??/92)    1.719  (m)            5.64   (f) ADJ UNCH    2 2
 AL0118
 AL0118.Superseded values are not recommended for survey control.
 AL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0118.See file dsdata.txt to determine how the superseded data were derived.
 AL0118
 AL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM206009(NAD 83)
 AL0118_MARKER: DD = SURVEY DISK
 AL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL0118_STAMPING: AURAL K
 AL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0118+STABILITY: SURFACE MOTION
 AL0118
 AL0118  HISTORY     - Date     Condition        Report By
 AL0118  HISTORY     - UNK      MONUMENTED       FL-103
 AL0118  HISTORY     - 1975     GOOD             FLDT
 AL0118  HISTORY     - 19870709 GOOD             USPSQD
 AL0118
 AL0118                          STATION DESCRIPTION
 AL0118
 AL0118'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0118'AT DUNEDIN.
 AL0118'TO REACH STATION FROM THE JUNCT. OF N. FT. HARRISON AVE. (U.S.
 AL0118'ALT. 19) AND CLEVELAND ST. (S.R. 60), RUN W. ALONG S.R. 60
 AL0118'(CLEARWATER MEM. CSWY) TO THE JUNCT. OF MARIANNE ST. AND
 AL0118'MANDALAY AVE.  TURN RT. AND RUN N. ON MANDALAY AVE. FOR 1.8 MI.
 AL0118'TO THE JUNCT. W/BAY ESPLANADE, THENCE RUN WESTERLY ON BAY
 AL0118'ESPLANADE FOR 0.2 MI. TO THE PRIVATE ENTRANCE TO MANDALAY PT.,
 AL0118'CONTINUE N. FOR 0.3 MI. TO THE POWER CABLE CROSSING TO CALADESI
 AL0118'IS. THENCE RUN NE FOR 0.2 MI. TO THE S. END OF CALADESI IS. TO
 AL0118'FIRST POWER POLE, NUMBER 9A-950, THENCE RUN N. ABOUT 1400 FT.
 AL0118'FROM P.P. NO. 9A-950, TO THE 5TH POWER POLE, NO. 9A-856.  STATION
 AL0118'ON LEFT, 121.0 FT. NW FROM P.P. NO. 9A-586, 24.0 FT. NW OF 12
 AL0118'IN BLAZED PINE TREE, 13.1 FT. SW OF 14 IN BLAZED PALM TREE.  SET
 AL0118'IN TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION
 AL0118'29, T 28 S, R 15 E.
 AL0118
 AL0118                          STATION RECOVERY (1987)
 AL0118
 AL0118'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AL0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0305 ***********************************************************************
 AG0305  DESIGNATION -  AURAL RM 1
 AG0305  PID         -  AG0305
 AG0305  STATE/COUNTY-  FL/PINELLAS
 AG0305  USGS QUAD   -  CLEARWATER (1987)
 AG0305
 AG0305                         *CURRENT SURVEY CONTROL
 AG0305  ___________________________________________________________________
 AG0305* NAD 83(1986)-  27 59 55.     (N)    082 49 17.     (W)     SCALED    
 AG0305* NAVD 88     -         0.850  (meters)       2.79   (feet)  ADJUSTED  
 AG0305  ___________________________________________________________________
 AG0305  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0305  DYNAMIC HT  -           0.848 (meters)       2.78  (feet)  COMP
 AG0305  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 AG0305
 AG0305  VERT ORDER  -  SECOND    CLASS II
 AG0305
 AG0305.The horizontal coordinates were scaled from a topographic map and have
 AG0305.an estimated accuracy of +/- 6 seconds.
 AG0305
 AG0305.The orthometric height was determined by differential leveling
 AG0305.and adjusted by the National Geodetic Survey in June 1991..
 AG0305
 AG0305.The geoid height was determined by GEOID03.
 AG0305
 AG0305.The dynamic height is computed by dividing the NAVD 88
 AG0305.geopotential number by the normal gravity value computed on the
 AG0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0305.degrees latitude (g = 980.6199 gals.).
 AG0305
 AG0305.The modeled gravity was interpolated from observed gravity values.
 AG0305
 AG0305;                    North         East    Units  Estimated Accuracy
 AG0305;SPC FL W     -   406,330.      119,210.      MT  (+/- 180 meters Scaled)
 AG0305
 AG0305                          SUPERSEDED SURVEY CONTROL
 AG0305
 AG0305  NGVD 29 (??/??/92)    1.112  (m)            3.65   (f) ADJ UNCH    2 2
 AG0305
 AG0305.Superseded values are not recommended for survey control.
 AG0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0305.See file dsdata.txt to determine how the superseded data were derived.
 AG0305
 AG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL208983(NAD 83)
 AG0305_MARKER: DR = REFERENCE MARK DISK
 AG0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0305_SP_SET: SEAWALL
 AG0305_STAMPING: AURAL NO 1 1973
 AG0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0305
 AG0305  HISTORY     - Date     Condition        Report By
 AG0305  HISTORY     - 1973     MONUMENTED       NGS
 AG0305  HISTORY     - 1975     GOOD             FLDT
 AG0305  HISTORY     - 19960117 MARK NOT FOUND   USPSQD
 AG0305
 AG0305                          STATION DESCRIPTION
 AG0305
 AG0305'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0305'AT CLEARWATER BEACH.
 AG0305'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AG0305'(U.S. ALT. 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AG0305'S.R. 60 (CLEARWATER MEMORIAL CAUSEWAY) FOR 2.0 MILES TO THE
 AG0305'INTERSECTION OF MARIANNE STREET AND MANDALAY AVE..  TURN RIGHT
 AG0305'AND RUN NORTHERLY ALONG MANDALAY AVE. FOR 1.5 MILES TO THE
 AG0305'INTERSECTION OF AURAL STREET.  TURN RIGHT AND RUN EAST FOR 0.2
 AG0305'MILE TO THE END OF AURAL STREET.  STATION IS 69.8 FT. E. OF AN
 AG0305'18 IN PALM TREE, 40.5 FT. S OF THE E. END OF A 6 FT CHAIN LINK
 AG0305'FENCE, 7.5 FT. N. OF THE E. END OF A 3 FT. HOG WIRE FENCE, 0.5
 AG0305'FT. W. OF WATERS EDGE.  SET IN TOP OF CONCRETE SEAWALL.  SECTION
 AG0305'32, T 28 S, R 15 E.
 AG0305
 AG0305                          STATION RECOVERY (1996)
 AG0305
 AG0305'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0306 ***********************************************************************
 AG0306  DESIGNATION -  AURAL RM 2
 AG0306  PID         -  AG0306
 AG0306  STATE/COUNTY-  FL/PINELLAS
 AG0306  USGS QUAD   -  CLEARWATER (1987)
 AG0306
 AG0306                         *CURRENT SURVEY CONTROL
 AG0306  ___________________________________________________________________
 AG0306* NAD 83(1986)-  27 59 55.     (N)    082 49 17.     (W)     SCALED    
 AG0306* NAVD 88     -         1.156  (meters)       3.79   (feet)  ADJUSTED  
 AG0306  ___________________________________________________________________
 AG0306  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AG0306  DYNAMIC HT  -           1.155 (meters)       3.79  (feet)  COMP
 AG0306  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 AG0306
 AG0306  VERT ORDER  -  SECOND    CLASS II
 AG0306
 AG0306.The horizontal coordinates were scaled from a topographic map and have
 AG0306.an estimated accuracy of +/- 6 seconds.
 AG0306
 AG0306.The orthometric height was determined by differential leveling
 AG0306.and adjusted by the National Geodetic Survey in June 1991..
 AG0306
 AG0306.The geoid height was determined by GEOID03.
 AG0306
 AG0306.The dynamic height is computed by dividing the NAVD 88
 AG0306.geopotential number by the normal gravity value computed on the
 AG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0306.degrees latitude (g = 980.6199 gals.).
 AG0306
 AG0306.The modeled gravity was interpolated from observed gravity values.
 AG0306
 AG0306;                    North         East    Units  Estimated Accuracy
 AG0306;SPC FL W     -   406,330.      119,210.      MT  (+/- 180 meters Scaled)
 AG0306
 AG0306                          SUPERSEDED SURVEY CONTROL
 AG0306
 AG0306  NGVD 29 (??/??/92)    1.419  (m)            4.66   (f) ADJ UNCH    2 2
 AG0306
 AG0306.Superseded values are not recommended for survey control.
 AG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0306.See file dsdata.txt to determine how the superseded data were derived.
 AG0306
 AG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL208983(NAD 83)
 AG0306_MARKER: DR = REFERENCE MARK DISK
 AG0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0306_STAMPING: AURAL NO 2 1973
 AG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0306+STABILITY: SURFACE MOTION
 AG0306
 AG0306  HISTORY     - Date     Condition        Report By
 AG0306  HISTORY     - 1973     MONUMENTED       NGS
 AG0306  HISTORY     - 1975     GOOD             FLDT
 AG0306  HISTORY     - 19960117 MARK NOT FOUND   USPSQD
 AG0306
 AG0306                          STATION DESCRIPTION
 AG0306
 AG0306'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0306'AT CLEARWATER BEACH.
 AG0306'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AG0306'(U.S. ALT. 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AG0306'S.R. 60 (CLEARWATER MEMORIAL CAUSEWAY) FOR 2.0 MILES TO THE
 AG0306'INTERSECTION OF MARIANNE ST. AND MANDALAY AVE.  TURN RIGHT AND
 AG0306'RUN NORTHERLY ALONG MANDALAY AVE. FOR 1.5 MILE TO THE INTERSECTION
 AG0306'OF AURAL STREET.  TURN RIGHT AND RUN EAST FOR 0.2 MILE TO THE E.
 AG0306'END OF AURAL STREET.  STATION IS 93 FT. W. OF THE WATERS EDGE,
 AG0306'44 FT. S OF A 6 FT CHAIN LINK FENCE, 36 FT. SW OF AN 18 IN PLAM
 AG0306'TREE AND 0.5 FT. N. OF A 3 FT HOG WIRE FENCE.  SET IN TOP OF
 AG0306'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 32, T 28 S,
 AG0306'R 15 E.
 AG0306
 AG0306                          STATION RECOVERY (1996)
 AG0306
 AG0306'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0119 ***********************************************************************
 AL0119  DESIGNATION -  AURAL RM 3
 AL0119  PID         -  AL0119
 AL0119  STATE/COUNTY-  FL/PINELLAS
 AL0119  USGS QUAD   -  DUNEDIN (1987)
 AL0119
 AL0119                         *CURRENT SURVEY CONTROL
 AL0119  ___________________________________________________________________
 AL0119* NAD 83(1986)-  28 00 13.     (N)    082 49 29.     (W)     SCALED    
 AL0119* NAVD 88     -         1.647  (meters)       5.40   (feet)  ADJUSTED  
 AL0119  ___________________________________________________________________
 AL0119  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AL0119  DYNAMIC HT  -           1.644 (meters)       5.39  (feet)  COMP
 AL0119  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AL0119
 AL0119  VERT ORDER  -  SECOND    CLASS II
 AL0119
 AL0119.The horizontal coordinates were scaled from a topographic map and have
 AL0119.an estimated accuracy of +/- 6 seconds.
 AL0119
 AL0119.The orthometric height was determined by differential leveling
 AL0119.and adjusted by the National Geodetic Survey in June 1991..
 AL0119
 AL0119.The geoid height was determined by GEOID03.
 AL0119
 AL0119.The dynamic height is computed by dividing the NAVD 88
 AL0119.geopotential number by the normal gravity value computed on the
 AL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0119.degrees latitude (g = 980.6199 gals.).
 AL0119
 AL0119.The modeled gravity was interpolated from observed gravity values.
 AL0119
 AL0119;                    North         East    Units  Estimated Accuracy
 AL0119;SPC FL W     -   406,880.      118,890.      MT  (+/- 180 meters Scaled)
 AL0119
 AL0119                          SUPERSEDED SURVEY CONTROL
 AL0119
 AL0119  NGVD 29 (??/??/92)    1.909  (m)            6.26   (f) ADJ UNCH    2 2
 AL0119
 AL0119.Superseded values are not recommended for survey control.
 AL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0119.See file dsdata.txt to determine how the superseded data were derived.
 AL0119
 AL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205989(NAD 83)
 AL0119_STAMPING: AURAL NO 3 1973
 AL0119
 AL0119  HISTORY     - Date     Condition        Report By
 AL0119  HISTORY     - 1973     MONUMENTED       NGS
 AL0119  HISTORY     - 1975     GOOD             FLDT
 AL0119
 AL0119                          STATION DESCRIPTION
 AL0119
 AL0119'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0119'AT CLEARWATER BEACH.
 AL0119'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AL0119'(U.S. ALT 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AL0119'S.R. 60 (CLEARWATER MEMORIAL CAUSEWAY) FOR 2.0 MILES TO THE
 AL0119'INTERSECTION OF MARIANNE STREET AND MANDALAY AVE.  TURN RIGHT
 AL0119'AND RUN NORTHERLY ALONG MANDALAY AVE. FOR 1.5 MILE TO THE
 AL0119'INTERSECTION OF AURAL STREET.  TURN LEFT AND RUN WESTERLY FOR
 AL0119'0.1 MILE TO THE END OF AURAL ST.  STATION IS 31 FT. W. OF THE
 AL0119'CENTER OF AURAL ST. AND ELDORADO AVE., 26.5 FT. NW OF A POWER
 AL0119'POLE NUMBER 6A-6692, 16 FT. SW OF A 16 IN PALM TREE.  SET IN
 AL0119'TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 32,
 AL0119'T 28 S, R 15 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2242 ***********************************************************************
 AK2242  DESIGNATION -  AUTO COLLIMATOR
 AK2242  PID         -  AK2242
 AK2242  STATE/COUNTY-  FL/BREVARD
 AK2242  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2242
 AK2242                         *CURRENT SURVEY CONTROL
 AK2242  ___________________________________________________________________
 AK2242* NAD 83(1986)-  28 29 19.     (N)    080 34 55.     (W)     SCALED    
 AK2242* NAVD 88     -         4.44   (+/-2cm)      14.6    (feet)  VERTCON   
 AK2242  ___________________________________________________________________
 AK2242  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2242
 AK2242  VERT ORDER  -  ? (See Below)
 AK2242
 AK2242.The horizontal coordinates were scaled from a topographic map and have
 AK2242.an estimated accuracy of +/- 6 seconds.
 AK2242
 AK2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK2242.The vertical order pertains to the NGVD 29 superseded value.
 AK2242
 AK2242.The geoid height was determined by GEOID03.
 AK2242
 AK2242;                    North         East    Units  Estimated Accuracy
 AK2242;SPC FL E     -   460,430.      240,930.      MT  (+/- 180 meters Scaled)
 AK2242
 AK2242                          SUPERSEDED SURVEY CONTROL
 AK2242
 AK2242  NGVD 29 (??/??/92)    4.815  (m)           15.80   (f) ADJ UNCH    ?  
 AK2242
 AK2242.Superseded values are not recommended for survey control.
 AK2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2242.See file dsdata.txt to determine how the superseded data were derived.
 AK2242
 AK2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM409514(NAD 83)
 AK2242_MARKER: Z = SEE DESCRIPTION
 AK2242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2242_SP_SET: WALL
 AK2242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2242
 AK2242  HISTORY     - Date     Condition        Report By
 AK2242  HISTORY     - UNK      MONUMENTED       CGS
 AK2242  HISTORY     - 1966     GOOD             NGS
 AK2242
 AK2242                          STATION DESCRIPTION
 AK2242
 AK2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AK2242'AT CAPE KENNEDY.
 AK2242'STATION IS LOCATED INSIDE OF THE GUIDANCE LABORATORY IN HANGAR
 AK2242'I.  IT IS 40 FEET WEST OF THE EAST WALL AND 30 FEET NORTH OF THE
 AK2242'SOUTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3342 ***********************************************************************
 BE3342  DESIGNATION -  AUX
 BE3342  PID         -  BE3342
 BE3342  STATE/COUNTY-  FL/WAKULLA
 BE3342  USGS QUAD   -  ST MARKS (1992)
 BE3342
 BE3342                         *CURRENT SURVEY CONTROL
 BE3342  ___________________________________________________________________
 BE3342* NAD 83(1990)-  30 08 34.14189(N)    084 11 58.29005(W)     ADJUSTED  
 BE3342* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BE3342  ___________________________________________________________________
 BE3342  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BE3342  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BE3342
 BE3342  HORZ ORDER  -  THIRD
 BE3342
 BE3342.The horizontal coordinates were established by classical geodetic methods
 BE3342.and adjusted by the National Geodetic Survey in May 1991..
 BE3342
 BE3342.The orthometric height was scaled from a topographic map.
 BE3342
 BE3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3342
 BE3342.The geoid height was determined by GEOID03.
 BE3342
 BE3342;                    North         East     Units Scale Factor Converg.
 BE3342;SPC FL N     -   126,716.372   628,948.587   MT  0.99994852   +0 09 03.6
 BE3342;SPC FL N     -   415,735.30  2,063,475.49   sFT  0.99994852   +0 09 03.6
 BE3342;UTM  16      - 3,337,923.076   769,765.371   MT  1.00049793   +1 24 25.7
 BE3342
 BE3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3342!SPC FL N     -   1.00000404  x   0.99994852  =   0.99995256
 BE3342!UTM  16      -   1.00000404  x   1.00049793  =   1.00050197
 BE3342
 BE3342:                Primary Azimuth Mark                     Grid Az
 BE3342:SPC FL N     -  WAK                                      284 42 34.4
 BE3342:UTM  16      -  WAK                                      283 27 12.3
 BE3342
 BE3342|---------------------------------------------------------------------|
 BE3342| PID    Reference Object                     Distance      Geod. Az  |
 BE3342|                                                           dddmmss.s |
 BE3342| BE3355 WAK                                 APPROX. 1.3 KM 2845138.0 |
 BE3342|---------------------------------------------------------------------|
 BE3342
 BE3342                          SUPERSEDED SURVEY CONTROL
 BE3342
 BE3342  NAD 83(1986)-  30 08 34.14997(N)    084 11 58.29545(W) AD(       ) 3
 BE3342  NAD 27      -  30 08 33.40000(N)    084 11 58.66400(W) AD(       ) 3
 BE3342
 BE3342.Superseded values are not recommended for survey control.
 BE3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3342.See file dsdata.txt to determine how the superseded data were derived.
 BE3342
 BE3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU6976537923(NAD 83)
 BE3342_MARKER: Z = SEE DESCRIPTION
 BE3342_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BE3342_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BE3342
 BE3342  HISTORY     - Date     Condition        Report By
 BE3342  HISTORY     - 1907     MONUMENTED       CGS
 BE3342  HISTORY     - 1910     GOOD             CGS
 BE3342  HISTORY     - 1935     GOOD             CGS
 BE3342  HISTORY     - 1940     SEE DESCRIPTION  CGS
 BE3342  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 BE3342
 BE3342                          STATION DESCRIPTION
 BE3342
 BE3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BE3342'STATION IS IN THE CENTER OF THE ROADBED OF THE ST. MARKS AND PORT
 BE3342'LEON RAILROAD, 49.06 METERS FROM ST. MARKS SOUTH BASE
 BE3342'N 18 DEG 59 MIN W.  THE STATION IS MARKED BY A STANDARD
 BE3342'DISK STATION MARK SET IN A BLOCK OF CONCRETE WHICH IS BUILT
 BE3342'AROUND AND ABOVE THE TOP OF A 4-INCH TILE AND WHICH PROJECTS
 BE3342'6 INCHES ABOVE THE GROUND.
 BE3342
 BE3342                          STATION RECOVERY (1935)
 BE3342
 BE3342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BE3342'THE STATION MARK RECOVERED IN GOOD CONDITION.  COMPLETE
 BE3342'DESCRIPTION FOLLOWS--
 BE3342'
 BE3342'THE STATION IS LOCATED IN THE MARSH ALONG THE E BANK OF THE
 BE3342'ST. MARKS RIVER, APPROXIMATELY 1/2 MILE FROM THE RIVER, AND AT
 BE3342'A POINT ABOUT 1/8 MILE S OF THE FORK FORMED BY THE ST. MARKS
 BE3342'AND WAKULLA RIVERS.
 BE3342'
 BE3342'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE AND TILE
 BE3342'MONUMENT AND PROJECTS ABOUT 6 INCHES.
 BE3342'
 BE3342'REFERENCE MARK NO. 1 IS A GALVANIZED-IRON PIPE N OF THE
 BE3342'STATION AND PROJECTS ABOUT 18 INCHES.  POINT IS A BRASS SCREW IN
 BE3342'CONCRETE, SET IN THE CENTER OF THE PIPE.
 BE3342'
 BE3342'REFERENCE MARK NO. 2 IS A GALVANIZED-IRON PIPE E OF THE
 BE3342'STATION AND PROJECTS ABOUT 18 INCHES.  POINT IS A BRASS SCREW
 BE3342'IN CONCRETE, SET IN THE CENTER OF THE PIPE.
 BE3342'
 BE3342'TO REACH FROM THE TOWN OF NEWPORT FOLLOW ROAD S TO A POINT
 BE3342'4.5 MILES FROM THE TOWN.  THE STATION IS W OF THE ROAD HERE IN
 BE3342'THE CENTER OF AN OLD ROADBED RUNNING THROUGH THE SWAMP BETWEEN
 BE3342'THE RIVER AND THE HIGHWAY.  IT IS 600 TO 800 FEET S OF A
 BE3342'GROUP OF YOUNG OAK TREES.
 BE3342
 BE3342                          STATION RECOVERY (1940)
 BE3342
 BE3342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GLA)
 BE3342'THE STATION MARK ESTABLISHED IN 1907 AND THE REFERENCE MARKS
 BE3342'ESTABLISHED IN 1935 WERE RECOVERED AND FOUND IN GOOD
 BE3342'CONDITION.  A NEW ROAD HAS BEEN BUILT HERE SINCE THE 1935
 BE3342'DESCRIPTION AND THE NEW DESCRIPTION FOLLOWS--THE STATION IS ABOUT
 BE3342'0.9 STATUTE MILE SSW OF ST. MARKS AND 0.85 MILE N OF
 BE3342'LEON TOWER.  IT IS ABOUT 750 METERS E OF THE E BANK OF THE
 BE3342'ST. MARKS RIVER, 230 FEET N OF A SMALL CULVERT IN THE ROAD
 BE3342'WHICH HAS A DITCH LEADING TO THE W, 49 FEET N OF A FIRE BREAK WHICH
 BE3342'LEADS FROM THE ROAD TO THE E, AND IN THE E AUTO TRACK OF THE
 BE3342'ROAD, WHICH HAS VERY LITTLE TRAVEL BUT IS A WELL-GRADED
 BE3342'ROAD WITH A DITCH ON EACH SIDE OF THE ROAD.  THE STATION
 BE3342'MARK IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 BE3342'MONUMENT AND IS BURIED ABOUT 6 INCHES UNDER THE ROAD SURFACE AND
 BE3342'IS STAMPED AUX 1907.
 BE3342'
 BE3342'REFERENCE MARK NO. 1 IS 30.575 METERS N OF THE STATION.  IT
 BE3342'IS A GALVANIZED IRON PIPE FILLED WITH CEMENT AND HAS A BRASS
 BE3342'SCREW IN THE CENTER.  IT PROJECTS ABOUT 1-1/2 FEET ABOVE THE
 BE3342'GROUND IN THE GRASS ON THE E SIDE OF THE ROAD.
 BE3342'
 BE3342'REFERENCE MARK NO. 2 IS 23.283 METERS E OF THE STATION.  IT
 BE3342'IS A GALVANIZED-IRON PIPE FILLED WITH CEMENT AND HAS A BRASS
 BE3342'SCREW IN THE CENTER.  IT PROJECTS ABOUT 1-1/2 FEET ABOVE THE
 BE3342'GROUND IN THE GRASS ON THE E SIDE OF THE ROAD.
 BE3342'
 BE3342'TRIANGULATION STATIONS SHIELDS 1935 AND LEON TOWER 1935 ARE
 BE3342'ON RANGE WITH THIS STATION AND ARE VISIBLE FROM THE GROUND AND
 BE3342'CAN BE USED FOR AZIMUTH MARKS.
 BE3342
 BE3342                          STATION RECOVERY (2002)
 BE3342
 BE3342'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE3342'THE STATION MARK, RM1 AND RM2 WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5537 ***********************************************************************
 AK5537  DESIGNATION -  AUX THEOD PIER 29 A
 AK5537  PID         -  AK5537
 AK5537  STATE/COUNTY-  FL/BREVARD
 AK5537  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5537
 AK5537                         *CURRENT SURVEY CONTROL
 AK5537  ___________________________________________________________________
 AK5537* NAD 83(1990)-  28 25 47.68886(N)    080 34 34.17912(W)     ADJUSTED  
 AK5537* NAVD 88     -         2.31   (+/-2cm)       7.6    (feet)  VERTCON   
 AK5537  ___________________________________________________________________
 AK5537  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AK5537  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5537
 AK5537  HORZ ORDER  -  SECOND
 AK5537  VERT ORDER  -  THIRD ? (See Below)
 AK5537
 AK5537.The horizontal coordinates were established by classical geodetic methods
 AK5537.and adjusted by the National Geodetic Survey in May 1991..
 AK5537
 AK5537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5537.The vertical order pertains to the NGVD 29 superseded value.
 AK5537
 AK5537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5537
 AK5537.The geoid height was determined by GEOID03.
 AK5537
 AK5537;                    North         East     Units Scale Factor Converg.
 AK5537;SPC FL E     -   453,923.579   241,520.747   MT  0.99996245   +0 12 06.4
 AK5537;SPC FL E     - 1,489,247.61    792,389.32   sFT  0.99996245   +0 12 06.4
 AK5537;UTM  17      - 3,144,900.683   541,506.580   MT  0.99962126   +0 12 06.4
 AK5537
 AK5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5537!SPC FL E     -   1.00000408  x   0.99996245  =   0.99996653
 AK5537!UTM  17      -   1.00000408  x   0.99962126  =   0.99962533
 AK5537
 AK5537                          SUPERSEDED SURVEY CONTROL
 AK5537
 AK5537  NAD 83(1986)-  28 25 47.69488(N)    080 34 34.19252(W) AD(       ) 2
 AK5537  NAD 27      -  28 25 46.68412(N)    080 34 35.00418(W) AD(       ) 2
 AK5537  NGVD 29 (07/19/86)    2.71   (m)            8.9    (f) LEVELING    3  
 AK5537
 AK5537.Superseded values are not recommended for survey control.
 AK5537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5537.See file dsdata.txt to determine how the superseded data were derived.
 AK5537
 AK5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4150744901(NAD 83)
 AK5537_MARKER: Z = SEE DESCRIPTION
 AK5537_SETTING: 0 = UNSPECIFIED SETTING
 AK5537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5537
 AK5537  HISTORY     - Date     Condition        Report By
 AK5537  HISTORY     - 1964     MONUMENTED       CGS
 AK5537
 AK5537                          STATION DESCRIPTION
 AK5537
 AK5537'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK5537'SEE STATION STAND 29 A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1102 ***********************************************************************
 AG1102  DESIGNATION -  AUXILIARY
 AG1102  PID         -  AG1102
 AG1102  STATE/COUNTY-  FL/CHARLOTTE
 AG1102  USGS QUAD   -  PUNTA GORDA (1987)
 AG1102
 AG1102                         *CURRENT SURVEY CONTROL
 AG1102  ___________________________________________________________________
 AG1102* NAD 83(1990)-  26 55 53.01050(N)    082 03 36.29946(W)     ADJUSTED  
 AG1102* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 AG1102  ___________________________________________________________________
 AG1102  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AG1102  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AG1102
 AG1102  HORZ ORDER  -  THIRD
 AG1102
 AG1102.The horizontal coordinates were established by classical geodetic methods
 AG1102.and adjusted by the National Geodetic Survey in May 1991..
 AG1102
 AG1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG1102
 AG1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1102
 AG1102.The geoid height was determined by GEOID03.
 AG1102
 AG1102;                    North         East     Units Scale Factor Converg.
 AG1102;SPC FL W     -   287,803.923   194,033.186   MT  0.99994162   -0 01 38.0
 AG1102;SPC FL W     -   944,236.70    636,590.54   sFT  0.99994162   -0 01 38.0
 AG1102;UTM  17      - 2,979,277.293   394,756.327   MT  0.99973674   -0 28 48.7
 AG1102
 AG1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1102!SPC FL W     -   1.00000359  x   0.99994162  =   0.99994521
 AG1102!UTM  17      -   1.00000359  x   0.99973674  =   0.99974033
 AG1102
 AG1102:                Primary Azimuth Mark                     Grid Az
 AG1102:SPC FL W     -  CIVIC                                    039 27 50.0
 AG1102:UTM  17      -  CIVIC                                    039 55 00.7
 AG1102
 AG1102|---------------------------------------------------------------------|
 AG1102| PID    Reference Object                     Distance      Geod. Az  |
 AG1102|                                                           dddmmss.s |
 AG1102| AG1071 CIVIC                               APPROX. 0.9 KM 0392612.0 |
 AG1102| AG1083 CHARLOTTE HARBOR TANK               APPROX. 3.4 KM 3502853.9 |
 AG1102|---------------------------------------------------------------------|
 AG1102
 AG1102                          SUPERSEDED SURVEY CONTROL
 AG1102
 AG1102  NAD 83(1986)-  26 55 53.01056(N)    082 03 36.31407(W) AD(       ) 3
 AG1102  NAD 27      -  26 55 51.78807(N)    082 03 36.99167(W) AD(       ) 3
 AG1102  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AG1102
 AG1102.Superseded values are not recommended for survey control.
 AG1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1102.See file dsdata.txt to determine how the superseded data were derived.
 AG1102
 AG1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9475679277(NAD 83)
 AG1102_MARKER: DD = SURVEY DISK
 AG1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1102+STABILITY: SURFACE MOTION
 AG1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1102+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AG1102
 AG1102  HISTORY     - Date     Condition        Report By
 AG1102  HISTORY     - 1981     MONUMENTED       NOS
 AG1102  HISTORY     - 1989     GOOD             USPSQD
 AG1102  HISTORY     - 20060110 GOOD             USPSQD
 AG1102  HISTORY     - 20060113 POOR             USPSQD
 AG1102
 AG1102                          STATION DESCRIPTION
 AG1102
 AG1102'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AG1102'THE STATION IS LOCATED ABOUT 1.2 KM (0.8 MILES) SOUTHWEST OF THE
 AG1102'DOWNTOWN BUSINESS SECTION OF PUNTA GORDA AND ON THE
 AG1102'SOUTHEAST SIDE OF THE PEACE RIVER.
 AG1102'
 AG1102'TO REACH THE STATION FROM THE JUNCTION OF US 41 AND US 17 IN
 AG1102'PUNTA GORDA (TAMIAMI TRAIL AND MARION AVENUE), GO SOUTHWEST ON WEST
 AG1102'MARION AVENUE FOR 1.1 KM (0.7 MILES) TO BERRY STREET ON THE RIGHT.
 AG1102'TURN RIGHT AND GO NORTHWEST ON BERRY STREET FOR 0.1 KM (0.1
 AG1102'MILES) TO RETTA ESPLANADE STREET.  CONTINUE ON A DRIVEWAY FOR
 AG1102'0.1 KM (0.1 MILES) TO THE WATERFRONT BEHIND THE PUNTA
 AG1102'GORDA BOAT CLUB BUILDING AND THE STATION.
 AG1102'
 AG1102'THE STATION IS A STANDARD NOS DISK
 AG1102'STAMPED---AUXILIARY 1981---,
 AG1102'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 AG1102'FLUSH WITH GROUND.  IT IS LOCATED NEAR THE NORTHWEST
 AG1102'CORNER OF THE RUINED LIMESTONE AND SHELL DOCKLINE WHICH
 AG1102'WAS ONCE AN ICEHOUSE,
 AG1102'17.694 METERS (58.05 FT) WEST FROM THE NORTHWEST CORNER OF THE
 AG1102'BOAT CLUB BUILDING,
 AG1102'9.17 METERS (30.1 FT) NORTHWEST FROM THE NORTHWEST WOODEN PILING
 AG1102'OF A GAZEBO WITH A WITNESS POST SIGN NAILED TO IT, AND
 AG1102'6.58 METERS (21.6 FT) WEST FROM THE NORTHWEST CORNER OF AN
 AG1102'ALUMINUM SHED.
 AG1102'
 AG1102'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.44 METERS.
 AG1102
 AG1102                          STATION RECOVERY (1989)
 AG1102
 AG1102'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG1102'RECOVERED IN GOOD CONDITION.
 AG1102
 AG1102                          STATION RECOVERY (2006)
 AG1102
 AG1102'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AG1102'RECOVERED IN GOOD CONDITION.
 AG1102
 AG1102                          STATION RECOVERY (2006)
 AG1102
 AG1102'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG1102'RECOVERED AS DESCRIBED IN LOOSE PIECE OF CONCRETE AMONG CONCRETE
 AG1102'PIECES OF OLD ICE HOUSE FOUNDATION. NOT ANCHORED LATITUDE 26 DEGREES
 AG1102'57.144 MINUTES N, LONGITUDE 082 DEGREES 03.737 W. 58 FEET 240 DEGREES
 AG1102'FROM NW CORNER OF BOUT CLUB BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4200 ***********************************************************************
 BG4200  DESIGNATION -  AUXILIARY FIELD 1 CONTROL TWR
 BG4200  PID         -  BG4200
 BG4200  STATE/COUNTY-  FL/WALTON
 BG4200  USGS QUAD   -  MOSSY HEAD (1987)
 BG4200
 BG4200                         *CURRENT SURVEY CONTROL
 BG4200  ___________________________________________________________________
 BG4200* NAD 83(1990)-  30 40 44.16455(N)    086 21 09.26673(W)     ADJUSTED  
 BG4200* NAVD 88     -                                                        
 BG4200  ___________________________________________________________________
 BG4200  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BG4200  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG4200
 BG4200  HORZ ORDER  -  THIRD
 BG4200
 BG4200.The horizontal coordinates were established by classical geodetic methods
 BG4200.and adjusted by the National Geodetic Survey in May 1991..
 BG4200
 BG4200
 BG4200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4200
 BG4200.The geoid height was determined by GEOID03.
 BG4200
 BG4200;                    North         East     Units Scale Factor Converg.
 BG4200;SPC FL N     -   187,551.718   422,491.183   MT  0.99998818   -0 55 51.5
 BG4200;SPC FL N     -   615,325.93  1,386,123.16   sFT  0.99998818   -0 55 51.5
 BG4200;UTM  16      - 3,394,199.480   562,013.947   MT  0.99964744   +0 19 49.2
 BG4200
 BG4200                          SUPERSEDED SURVEY CONTROL
 BG4200
 BG4200  NAD 83(1986)-  30 40 44.17899(N)    086 21 09.27020(W) AD(       ) 4
 BG4200  NAD 27      -  30 40 43.49000(N)    086 21 09.46000(W) AD(       ) 3
 BG4200
 BG4200.Superseded values are not recommended for survey control.
 BG4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4200.See file dsdata.txt to determine how the superseded data were derived.
 BG4200
 BG4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6201494199(NAD 83)
 BG4200_MARKER: 58 = CONTROL TOWER
 BG4200
 BG4200  HISTORY     - Date     Condition        Report By
 BG4200  HISTORY     - 1945     FIRST OBSERVED   CGS
 BG4200
 BG4200                          STATION DESCRIPTION
 BG4200
 BG4200'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4240 ***********************************************************************
 BG4240  DESIGNATION -  AUXILIARY FIELD 2 WATER TANK
 BG4240  PID         -  BG4240
 BG4240  STATE/COUNTY-  FL/OKALOOSA
 BG4240  USGS QUAD   -  NICEVILLE (1994)
 BG4240
 BG4240                         *CURRENT SURVEY CONTROL
 BG4240  ___________________________________________________________________
 BG4240* NAD 83(1990)-  30 34 34.36981(N)    086 26 41.40010(W)     ADJUSTED  
 BG4240* NAVD 88     -                                                        
 BG4240  ___________________________________________________________________
 BG4240  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BG4240  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG4240
 BG4240  HORZ ORDER  -  THIRD
 BG4240
 BG4240.The horizontal coordinates were established by classical geodetic methods
 BG4240.and adjusted by the National Geodetic Survey in May 1991..
 BG4240
 BG4240
 BG4240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4240
 BG4240.The geoid height was determined by GEOID03.
 BG4240
 BG4240;                    North         East     Units Scale Factor Converg.
 BG4240;SPC FL N     -   176,312.867   413,457.740   MT  0.99997381   -0 58 38.4
 BG4240;SPC FL N     -   578,453.13  1,356,485.94   sFT  0.99997381   -0 58 38.4
 BG4240;UTM  16      - 3,382,768.513   553,232.907   MT  0.99963496   +0 16 56.7
 BG4240
 BG4240                          SUPERSEDED SURVEY CONTROL
 BG4240
 BG4240  NAD 83(1986)-  30 34 34.38599(N)    086 26 41.40467(W) AD(       ) 4
 BG4240  NAD 27      -  30 34 33.68700(N)    086 26 41.60000(W) AD(       ) 3
 BG4240
 BG4240.Superseded values are not recommended for survey control.
 BG4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4240.See file dsdata.txt to determine how the superseded data were derived.
 BG4240
 BG4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5323382769(NAD 83)
 BG4240_MARKER: 53 = ELEVATED TANK
 BG4240
 BG4240  HISTORY     - Date     Condition        Report By
 BG4240  HISTORY     - 1942     FIRST OBSERVED   CGS
 BG4240
 BG4240                          STATION DESCRIPTION
 BG4240
 BG4240'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CAS)
 BG4240'THE STATION IS THE CENTER OF THE LARGE ELEVATED WATER TANK
 BG4240'WHICH IS LOCATED AT EGLIN FIELD AUXILIARY FIELD 2, IN THE
 BG4240'IMMEDIATE VICINITY OF THE SW CORNER OF SECTION 15, T7N, R22W,
 BG4240'ABOUT 5 MILES NE OF NICEVILLE, AND ABOUT 1/4 MILE W OF STATE
 BG4240'HIGHWAY 218.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4458 ***********************************************************************
 BG4458  DESIGNATION -  AUXILIARY FIELD 3 CONTROL TWR
 BG4458  PID         -  BG4458
 BG4458  STATE/COUNTY-  FL/OKALOOSA
 BG4458  USGS QUAD   -  CRESTVIEW SOUTH (1994)
 BG4458
 BG4458                         *CURRENT SURVEY CONTROL
 BG4458  ___________________________________________________________________
 BG4458* NAD 83(1990)-  30 38 55.01222(N)    086 31 33.81895(W)     ADJUSTED  
 BG4458* NAVD 88     -                                                        
 BG4458  ___________________________________________________________________
 BG4458  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BG4458  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4458
 BG4458  HORZ ORDER  -  THIRD
 BG4458
 BG4458.The horizontal coordinates were established by classical geodetic methods
 BG4458.and adjusted by the National Geodetic Survey in December 1992..
 BG4458
 BG4458
 BG4458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4458
 BG4458.The geoid height was determined by GEOID03.
 BG4458
 BG4458;                    North         East     Units Scale Factor Converg.
 BG4458;SPC FL N     -   184,473.643   405,810.084   MT  0.99998360   -1 01 05.3
 BG4458;SPC FL N     -   605,227.28  1,331,395.25   sFT  0.99998360   -1 01 05.3
 BG4458;UTM  16      - 3,390,756.397   545,410.411   MT  0.99962544   +0 14 29.8
 BG4458
 BG4458                          SUPERSEDED SURVEY CONTROL
 BG4458
 BG4458  NAD 83(1990)-  30 38 55.01247(N)    086 31 33.81893(W) AD(       ) 4
 BG4458  NAD 83(1986)-  30 38 55.02939(N)    086 31 33.82223(W) AD(       ) 4
 BG4458  NAD 27      -  30 38 54.33800(N)    086 31 33.99700(W) AD(       ) 3
 BG4458
 BG4458.Superseded values are not recommended for survey control.
 BG4458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4458.See file dsdata.txt to determine how the superseded data were derived.
 BG4458
 BG4458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4541090756(NAD 83)
 BG4458_MARKER: 58 = CONTROL TOWER
 BG4458
 BG4458  HISTORY     - Date     Condition        Report By
 BG4458  HISTORY     - 1945     FIRST OBSERVED   CGS
 BG4458
 BG4458                          STATION DESCRIPTION
 BG4458
 BG4458'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4467 ***********************************************************************
 BG4467  DESIGNATION -  AUXILIARY FIELD 4 CONTROL TWR
 BG4467  PID         -  BG4467
 BG4467  STATE/COUNTY-  FL/OKALOOSA
 BG4467  USGS QUAD   -  VALPARAISO (1994)
 BG4467
 BG4467                         *CURRENT SURVEY CONTROL
 BG4467  ___________________________________________________________________
 BG4467* NAD 83(1990)-  30 30 24.68860(N)    086 35 22.60822(W)     ADJUSTED  
 BG4467* NAVD 88     -                                                        
 BG4467  ___________________________________________________________________
 BG4467  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BG4467  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BG4467
 BG4467  HORZ ORDER  -  THIRD
 BG4467
 BG4467.The horizontal coordinates were established by classical geodetic methods
 BG4467.and adjusted by the National Geodetic Survey in December 1992..
 BG4467
 BG4467
 BG4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4467
 BG4467.The geoid height was determined by GEOID03.
 BG4467
 BG4467;                    North         East     Units Scale Factor Converg.
 BG4467;SPC FL N     -   168,871.177   399,431.493   MT  0.99996593   -1 03 00.3
 BG4467;SPC FL N     -   554,038.19  1,310,468.16   sFT  0.99996593   -1 03 00.3
 BG4467;UTM  16      - 3,375,023.082   539,378.317   MT  0.99961913   +0 12 30.0
 BG4467
 BG4467                          SUPERSEDED SURVEY CONTROL
 BG4467
 BG4467  NAD 83(1990)-  30 30 24.69036(N)    086 35 22.60825(W) AD(       ) 4
 BG4467  NAD 83(1986)-  30 30 24.70867(N)    086 35 22.61351(W) AD(       ) 4
 BG4467  NAD 27      -  30 30 23.99800(N)    086 35 22.78300(W) AD(       ) 3
 BG4467
 BG4467.Superseded values are not recommended for survey control.
 BG4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4467.See file dsdata.txt to determine how the superseded data were derived.
 BG4467
 BG4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3937875023(NAD 83)
 BG4467_MARKER: 58 = CONTROL TOWER
 BG4467
 BG4467  HISTORY     - Date     Condition        Report By
 BG4467  HISTORY     - 1945     FIRST OBSERVED   CGS
 BG4467
 BG4467                          STATION DESCRIPTION
 BG4467
 BG4467'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4477 ***********************************************************************
 BG4477  DESIGNATION -  AUXILIARY FIELD 5 CONTROL TWR
 BG4477  PID         -  BG4477
 BG4477  STATE/COUNTY-  FL/OKALOOSA
 BG4477  USGS QUAD   -  HOLT SW (1976)
 BG4477
 BG4477                         *CURRENT SURVEY CONTROL
 BG4477  ___________________________________________________________________
 BG4477* NAD 83(1990)-  30 35 19.22091(N)    086 37 44.48607(W)     ADJUSTED  
 BG4477* NAVD 88     -                                                        
 BG4477  ___________________________________________________________________
 BG4477  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BG4477  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4477
 BG4477  HORZ ORDER  -  THIRD
 BG4477
 BG4477.The horizontal coordinates were established by classical geodetic methods
 BG4477.and adjusted by the National Geodetic Survey in December 1992..
 BG4477
 BG4477
 BG4477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4477
 BG4477.The geoid height was determined by GEOID03.
 BG4477
 BG4477;                    North         East     Units Scale Factor Converg.
 BG4477;SPC FL N     -   178,009.410   395,818.519   MT  0.99997538   -1 04 11.6
 BG4477;SPC FL N     -   584,019.21  1,298,614.59   sFT  0.99997538   -1 04 11.6
 BG4477;UTM  16      - 3,384,076.556   535,566.848   MT  0.99961560   +0 11 19.6
 BG4477
 BG4477                          SUPERSEDED SURVEY CONTROL
 BG4477
 BG4477  NAD 83(1990)-  30 35 19.22219(N)    086 37 44.48596(W) AD(       ) 4
 BG4477  NAD 83(1986)-  30 35 19.24044(N)    086 37 44.48976(W) AD(       ) 4
 BG4477  NAD 27      -  30 35 18.54100(N)    086 37 44.65600(W) AD(       ) 3
 BG4477
 BG4477.Superseded values are not recommended for survey control.
 BG4477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4477.See file dsdata.txt to determine how the superseded data were derived.
 BG4477
 BG4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3556784077(NAD 83)
 BG4477_MARKER: 58 = CONTROL TOWER
 BG4477
 BG4477  HISTORY     - Date     Condition        Report By
 BG4477  HISTORY     - 1945     FIRST OBSERVED   CGS
 BG4477
 BG4477                          STATION DESCRIPTION
 BG4477
 BG4477'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4493 ***********************************************************************
 BG4493  DESIGNATION -  AUXILIARY FIELD 6 CONTROL TWR
 BG4493  PID         -  BG4493
 BG4493  STATE/COUNTY-  FL/OKALOOSA
 BG4493  USGS QUAD   -  HOLT (1987)
 BG4493
 BG4493                         *CURRENT SURVEY CONTROL
 BG4493  ___________________________________________________________________
 BG4493* NAD 83(1990)-  30 37 41.01036(N)    086 44 23.22468(W)     ADJUSTED  
 BG4493* NAVD 88     -                                                        
 BG4493  ___________________________________________________________________
 BG4493  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BG4493  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4493
 BG4493  HORZ ORDER  -  THIRD
 BG4493
 BG4493.The horizontal coordinates were established by classical geodetic methods
 BG4493.and adjusted by the National Geodetic Survey in December 1992..
 BG4493
 BG4493
 BG4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4493
 BG4493.The geoid height was determined by GEOID03.
 BG4493
 BG4493;                    North         East     Units Scale Factor Converg.
 BG4493;SPC FL N     -   182,578.419   385,283.247   MT  0.99998066   -1 07 32.0
 BG4493;SPC FL N     -   599,009.36  1,264,050.12   sFT  0.99998066   -1 07 32.0
 BG4493;UTM  16      - 3,388,411.502   524,937.672   MT  0.99960767   +0 07 57.3
 BG4493
 BG4493                          SUPERSEDED SURVEY CONTROL
 BG4493
 BG4493  NAD 83(1990)-  30 37 41.01159(N)    086 44 23.22475(W) AD(       ) 4
 BG4493  NAD 83(1986)-  30 37 41.03096(N)    086 44 23.22757(W) AD(       ) 4
 BG4493  NAD 27      -  30 37 40.33600(N)    086 44 23.38500(W) AD(       ) 3
 BG4493
 BG4493.Superseded values are not recommended for survey control.
 BG4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4493.See file dsdata.txt to determine how the superseded data were derived.
 BG4493
 BG4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU2493888412(NAD 83)
 BG4493_MARKER: 58 = CONTROL TOWER
 BG4493
 BG4493  HISTORY     - Date     Condition        Report By
 BG4493  HISTORY     - 1945     FIRST OBSERVED   CGS
 BG4493
 BG4493                          STATION DESCRIPTION
 BG4493
 BG4493'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4499 ***********************************************************************
 BG4499  DESIGNATION -  AUXILIARY FIELD 7 CONTROL TWR
 BG4499  PID         -  BG4499
 BG4499  STATE/COUNTY-  FL/SANTA ROSA
 BG4499  USGS QUAD   -  HAROLD SE (1976)
 BG4499
 BG4499                         *CURRENT SURVEY CONTROL
 BG4499  ___________________________________________________________________
 BG4499* NAD 83(1990)-  30 32 11.87332(N)    086 48 25.99291(W)     ADJUSTED  
 BG4499* NAVD 88     -                                                        
 BG4499  ___________________________________________________________________
 BG4499  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BG4499  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG4499
 BG4499  HORZ ORDER  -  THIRD
 BG4499
 BG4499.The horizontal coordinates were established by classical geodetic methods
 BG4499.and adjusted by the National Geodetic Survey in December 1992..
 BG4499
 BG4499
 BG4499.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4499
 BG4499.The geoid height was determined by GEOID03.
 BG4499
 BG4499;                    North         East     Units Scale Factor Converg.
 BG4499;SPC FL N     -   172,573.855   378,614.318   MT  0.99996914   -1 09 34.0
 BG4499;SPC FL N     -   566,186.06  1,242,170.47   sFT  0.99996914   -1 09 34.0
 BG4499;UTM  16      - 3,378,266.709   518,492.327   MT  0.99960422   +0 05 52.6
 BG4499
 BG4499                          SUPERSEDED SURVEY CONTROL
 BG4499
 BG4499  NAD 83(1990)-  30 32 11.87459(N)    086 48 25.99291(W) AD(       ) 4
 BG4499  NAD 83(1986)-  30 32 11.89505(N)    086 48 25.99692(W) AD(       ) 4
 BG4499  NAD 27      -  30 32 11.19200(N)    086 48 26.14500(W) AD(       ) 3
 BG4499
 BG4499.Superseded values are not recommended for survey control.
 BG4499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4499.See file dsdata.txt to determine how the superseded data were derived.
 BG4499
 BG4499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1849278267(NAD 83)
 BG4499_MARKER: 58 = CONTROL TOWER
 BG4499
 BG4499  HISTORY     - Date     Condition        Report By
 BG4499  HISTORY     - 1945     FIRST OBSERVED   CGS
 BG4499
 BG4499                          STATION DESCRIPTION
 BG4499
 BG4499'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4374 ***********************************************************************
 BG4374  DESIGNATION -  AUXILIARY FIELD 9 CONTROL TWR
 BG4374  PID         -  BG4374
 BG4374  STATE/COUNTY-  FL/OKALOOSA
 BG4374  USGS QUAD   -  MARY ESTHER (1994)
 BG4374
 BG4374                         *CURRENT SURVEY CONTROL
 BG4374  ___________________________________________________________________
 BG4374* NAD 83(1990)-  30 25 09.83958(N)    086 41 42.74378(W)     ADJUSTED  
 BG4374* NAVD 88     -                                                        
 BG4374  ___________________________________________________________________
 BG4374  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BG4374  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG4374
 BG4374  HORZ ORDER  -  THIRD
 BG4374
 BG4374.The horizontal coordinates were established by classical geodetic methods
 BG4374.and adjusted by the National Geodetic Survey in December 1992..
 BG4374
 BG4374
 BG4374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4374
 BG4374.The geoid height was determined by GEOID03.
 BG4374
 BG4374;                    North         East     Units Scale Factor Converg.
 BG4374;SPC FL N     -   159,368.164   389,110.847   MT  0.99995808   -1 06 11.3
 BG4374;SPC FL N     -   522,860.38  1,276,607.84   sFT  0.99995808   -1 06 11.3
 BG4374;UTM  16      - 3,365,299.166   529,272.289   MT  0.99961057   +0 09 15.6
 BG4374
 BG4374                          SUPERSEDED SURVEY CONTROL
 BG4374
 BG4374  NAD 83(1990)-  30 25 09.84067(N)    086 41 42.74365(W) AD(       ) 4
 BG4374  NAD 83(1986)-  30 25 09.85988(N)    086 41 42.74952(W) AD(       ) 4
 BG4374  NAD 27      -  30 25 09.14000(N)    086 41 42.91000(W) AD(       ) 3
 BG4374
 BG4374.Superseded values are not recommended for survey control.
 BG4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4374.See file dsdata.txt to determine how the superseded data were derived.
 BG4374
 BG4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU2927265299(NAD 83)
 BG4374_MARKER: 58 = CONTROL TOWER
 BG4374
 BG4374  HISTORY     - Date     Condition        Report By
 BG4374  HISTORY     - 1945     FIRST OBSERVED   CGS
 BG4374  HISTORY     - 1987     GOOD             USPSQD
 BG4374
 BG4374                          STATION DESCRIPTION
 BG4374
 BG4374'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3428 ***********************************************************************
 AF3428  DESIGNATION -  AV 13
 AF3428  PID         -  AF3428
 AF3428  STATE/COUNTY-  FL/INDIAN RIVER
 AF3428  USGS QUAD   -  VERO BEACH (1983)
 AF3428
 AF3428                         *CURRENT SURVEY CONTROL
 AF3428  ___________________________________________________________________
 AF3428* NAD 83(1986)-  27 42 41.     (N)    080 25 13.     (W)     SCALED    
 AF3428* NAVD 88     -         4.874  (meters)      15.99   (feet)  ADJUSTED  
 AF3428  ___________________________________________________________________
 AF3428  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AF3428  DYNAMIC HT  -           4.867 (meters)      15.97  (feet)  COMP
 AF3428  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AF3428
 AF3428  VERT ORDER  -  FIRST     CLASS I
 AF3428
 AF3428.The horizontal coordinates were scaled from a topographic map and have
 AF3428.an estimated accuracy of +/- 6 seconds.
 AF3428
 AF3428.The orthometric height was determined by differential leveling
 AF3428.and adjusted by the National Geodetic Survey in June 1991..
 AF3428
 AF3428.The geoid height was determined by GEOID03.
 AF3428
 AF3428.The dynamic height is computed by dividing the NAVD 88
 AF3428.geopotential number by the normal gravity value computed on the
 AF3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3428.degrees latitude (g = 980.6199 gals.).
 AF3428
 AF3428.The modeled gravity was interpolated from observed gravity values.
 AF3428
 AF3428;                    North         East    Units  Estimated Accuracy
 AF3428;SPC FL E     -   374,360.      257,170.      MT  (+/- 180 meters Scaled)
 AF3428
 AF3428                          SUPERSEDED SURVEY CONTROL
 AF3428
 AF3428  NGVD 29 (??/??/92)    5.328  (m)           17.48   (f) ADJ UNCH    1 1
 AF3428
 AF3428.Superseded values are not recommended for survey control.
 AF3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3428.See file dsdata.txt to determine how the superseded data were derived.
 AF3428
 AF3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL571653(NAD 83)
 AF3428_MARKER: DB = BENCH MARK DISK
 AF3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3428_STAMPING: AV 13
 AF3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3428+STABILITY: SURFACE MOTION
 AF3428
 AF3428  HISTORY     - Date     Condition        Report By
 AF3428  HISTORY     - UNK      MONUMENTED       FLGS
 AF3428  HISTORY     - 1965     GOOD             NGS
 AF3428  HISTORY     - 1971     MARK NOT FOUND   NGS
 AF3428  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3428
 AF3428                          STATION DESCRIPTION
 AF3428
 AF3428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AF3428'3 MI S FROM WABASSO.
 AF3428'3.0 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF3428'STATION AT WABASSO, ABOUT 0.3 MILE SOUTH OF MILEPOST 222, ABOUT
 AF3428'150 YARDS SOUTHWEST OF THE WINTER PARK SCHOOL, IN SECTION 10,
 AF3428'R 39 E, T 32 S, 63 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 AF3428'OF STATE HIGHWAY S 632 AND THE EAST TRACK, 44 1/2 FEET SOUTHWEST
 AF3428'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF STATE HIGHWAYS
 AF3428'632 AND S 5A, 43.4 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 AF3428'32 1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY S 632,
 AF3428'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 AF3428'CONCRETE POST 1/2 FOOT UNDERGROUND.
 AF3428
 AF3428                          STATION RECOVERY (1971)
 AF3428
 AF3428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3428'MARK NOT FOUND.
 AF3428
 AF3428                          STATION RECOVERY (1989)
 AF3428
 AF3428'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8979 ***********************************************************************
 DG8979  DESIGNATION -  AVELAR
 DG8979  PID         -  DG8979
 DG8979  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8979  USGS QUAD   -  LITHIA (1987)
 DG8979
 DG8979                         *CURRENT SURVEY CONTROL
 DG8979  ___________________________________________________________________
 DG8979* NAD 83(1999)-  27 46 41.11296(N)    082 08 43.39237(W)     ADJUSTED  
 DG8979* NAVD 88     -        35.7    (meters)     117.     (feet)  GPS OBS   
 DG8979  ___________________________________________________________________
 DG8979  X           -     771,750.057 (meters)                     COMP
 DG8979  Y           -  -5,594,250.213 (meters)                     COMP
 DG8979  Z           -   2,954,774.561 (meters)                     COMP
 DG8979  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DG8979  ELLIP HEIGHT-          10.59  (meters)          (12/06/04) GPS OBS
 DG8979  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 DG8979
 DG8979  HORZ ORDER  -  FIRST
 DG8979  ELLP ORDER  -  FOURTH    CLASS I
 DG8979
 DG8979.The horizontal coordinates were established by GPS observations
 DG8979.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8979
 DG8979.The orthometric height was determined by GPS observations and a
 DG8979.high-resolution geoid model.
 DG8979
 DG8979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8979
 DG8979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8979
 DG8979.The ellipsoidal height was determined by GPS observations
 DG8979.and is referenced to NAD 83.
 DG8979
 DG8979.The geoid height was determined by GEOID03.
 DG8979
 DG8979;                    North         East     Units Scale Factor Converg.
 DG8979;SPC FL W     -   381,627.017   185,671.131   MT  0.99994371   -0 04 03.9
 DG8979;SPC FL W     - 1,252,054.64    609,156.04   sFT  0.99994371   -0 04 03.9
 DG8979;UTM  17      - 3,073,146.065   387,148.536   MT  0.99975719   -0 32 01.9
 DG8979
 DG8979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8979!SPC FL W     -   0.99999834  x   0.99994371  =   0.99994205
 DG8979!UTM  17      -   0.99999834  x   0.99975719  =   0.99975553
 DG8979
 DG8979                          SUPERSEDED SURVEY CONTROL
 DG8979
 DG8979.No superseded survey control is available for this station.
 DG8979
 DG8979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8714973146(NAD 83)
 DG8979_MARKER: DD = SURVEY DISK
 DG8979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8979_STAMPING: AVELAR 2000
 DG8979_MARK LOGO: FL-057
 DG8979_PROJECTION: RECESSED 15 CENTIMETERS
 DG8979_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8979+STABILITY: SURFACE MOTION
 DG8979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8979+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 DG8979
 DG8979  HISTORY     - Date     Condition        Report By
 DG8979  HISTORY     - 20010301 MONUMENTED       FL-057
 DG8979
 DG8979                          STATION DESCRIPTION
 DG8979
 DG8979'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8979'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA ABOUT 22.0
 DG8979'MILES SOUTH EAST OF THE CITY OF TAMPA 3.0 MILES  NORTH OF THE TOWN OF
 DG8979'FORT LONESOME, IN SECTION 19 TOWNESHIP 31  SOUTH, RANGE 22 EAST.
 DG8979'OWNERSHIP--TIITF/ DEPT. OF ENIVIRONMENTAL PROTECTION TO REACH THE
 DG8979'STATION FROM THE INTERSECTION OF GREY RD. AND C.R.  39. PROCEED NORTH
 DG8979'ON C.R.39 FOR 328.0 FT TO THE STATION ON THE  RIGHT (EAST) SIDE OF THE
 DG8979'ROAD. STATION IS IN THE FLA. DEPT PARK PROPERTY. THE STATION IS A 24
 DG8979'INCH ROUND CONCRETE MONUMENT. RECESSED 6  INCHES BELOW THE GROUND.
 DG8979' 
 DG8979'2.0 FT WEST OF A METAL WITNESS POST AND HILLSBOROUGH COUNTY SIGN. 17.0
 DG8979'FT EAST OF A BARBED WIRE FENCE. 52.8 FT EAST OF A NAIL AND HILLS
 DG8979'COUNTY DISK IN THE EAST EDGE OF  PAVEMENT OF C.R. 39
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0383 ***********************************************************************
 AF0383  DESIGNATION -  AVON PARK YELLOW BRICK STACK
 AF0383  PID         -  AF0383
 AF0383  STATE/COUNTY-  FL/HIGHLANDS
 AF0383  USGS QUAD   -  LAKE ARBUCKLE SW (1972)
 AF0383
 AF0383                         *CURRENT SURVEY CONTROL
 AF0383  ___________________________________________________________________
 AF0383* NAD 83(1990)-  27 34 43.84195(N)    081 29 31.83167(W)     ADJUSTED  
 AF0383* NAVD 88     -                                                        
 AF0383  ___________________________________________________________________
 AF0383  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AF0383  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AF0383
 AF0383  HORZ ORDER  -  THIRD
 AF0383
 AF0383.The horizontal coordinates were established by classical geodetic methods
 AF0383.and adjusted by the National Geodetic Survey in May 1991..
 AF0383
 AF0383
 AF0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0383
 AF0383.The geoid height was determined by GEOID03.
 AF0383
 AF0383;                    North         East     Units Scale Factor Converg.
 AF0383;SPC FL E     -   359,637.622   151,404.306   MT  0.99997032   -0 13 40.3
 AF0383;SPC FL E     - 1,179,911.10    496,732.29   sFT  0.99997032   -0 13 40.3
 AF0383;UTM  17      - 3,050,646.897   451,420.886   MT  0.99962913   -0 13 40.3
 AF0383
 AF0383                          SUPERSEDED SURVEY CONTROL
 AF0383
 AF0383  NAD 83(1986)-  27 34 43.84298(N)    081 29 31.84912(W) AD(       ) 4
 AF0383  NAD 27      -  27 34 42.71861(N)    081 29 32.57890(W) AD(       ) 3
 AF0383
 AF0383.Superseded values are not recommended for survey control.
 AF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0383.See file dsdata.txt to determine how the superseded data were derived.
 AF0383
 AF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5142150647(NAD 83)
 AF0383_MARKER: 63 = STACK
 AF0383
 AF0383  HISTORY     - Date     Condition        Report By
 AF0383  HISTORY     - 1935     FIRST OBSERVED   CGS
 AF0383
 AF0383                          STATION DESCRIPTION
 AF0383
 AF0383'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6074 ***********************************************************************
 AF6074  DESIGNATION -  AVON RM 1
 AF6074  PID         -  AF6074
 AF6074  STATE/COUNTY-  FL/HIGHLANDS
 AF6074  USGS QUAD   -  AVON PARK (1987)
 AF6074
 AF6074                         *CURRENT SURVEY CONTROL
 AF6074  ___________________________________________________________________
 AF6074* NAD 83(1986)-  27 35 43.     (N)    081 30 45.     (W)     SCALED    
 AF6074* NAVD 88     -        54.197  (meters)     177.81   (feet)  ADJUSTED  
 AF6074  ___________________________________________________________________
 AF6074  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AF6074  DYNAMIC HT  -          54.114 (meters)     177.54  (feet)  COMP
 AF6074  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AF6074
 AF6074  VERT ORDER  -  SECOND    CLASS 0
 AF6074
 AF6074.The horizontal coordinates were scaled from a topographic map and have
 AF6074.an estimated accuracy of +/- 6 seconds.
 AF6074
 AF6074.The orthometric height was determined by differential leveling
 AF6074.and adjusted by the National Geodetic Survey in June 1991..
 AF6074
 AF6074.The geoid height was determined by GEOID03.
 AF6074
 AF6074.The dynamic height is computed by dividing the NAVD 88
 AF6074.geopotential number by the normal gravity value computed on the
 AF6074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6074.degrees latitude (g = 980.6199 gals.).
 AF6074
 AF6074.The modeled gravity was interpolated from observed gravity values.
 AF6074
 AF6074;                    North         East    Units  Estimated Accuracy
 AF6074;SPC FL E     -   361,470.      149,410.      MT  (+/- 180 meters Scaled)
 AF6074
 AF6074                          SUPERSEDED SURVEY CONTROL
 AF6074
 AF6074  NGVD 29 (??/??/92)   54.488  (m)          178.77   (f) ADJ UNCH    2 0
 AF6074
 AF6074.Superseded values are not recommended for survey control.
 AF6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6074.See file dsdata.txt to determine how the superseded data were derived.
 AF6074
 AF6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML494524(NAD 83)
 AF6074_MARKER: DR = REFERENCE MARK DISK
 AF6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6074_STAMPING: AVON NO 1 1935
 AF6074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6074+STABILITY: SURFACE MOTION
 AF6074
 AF6074  HISTORY     - Date     Condition        Report By
 AF6074  HISTORY     - 1935     MONUMENTED       CGS
 AF6074  HISTORY     - 20031003 MARK NOT FOUND   FL-105
 AF6074
 AF6074                          STATION DESCRIPTION
 AF6074
 AF6074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AF6074'AT AVON PARK.
 AF6074'AT AVON PARK, HIGHLANDS COUNTY, NEAR THE INTERSECTION OF WEST
 AF6074'MAIN STREET AND SOUTH ANOKA AVENUE, 88 FEET SOUTH OF THE SOUTH
 AF6074'CURB OF WEST MAIN STREET, AND 27 FEET EAST OF THE CENTERLINE
 AF6074'OF SOUTH ANOKA AVENUE.  A STANDARD REFERENCE-MARK DISK,
 AF6074'STAMPED AVON NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST
 AF6074'PROJECTING 8 INCHES ABOVE GROUND.
 AF6074
 AF6074                          STATION RECOVERY (2003)
 AF6074
 AF6074'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF6074'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AF6074'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6075 ***********************************************************************
 AF6075  DESIGNATION -  AVON RM 2
 AF6075  PID         -  AF6075
 AF6075  STATE/COUNTY-  FL/HIGHLANDS
 AF6075  USGS QUAD   -  AVON PARK (1987)
 AF6075
 AF6075                         *CURRENT SURVEY CONTROL
 AF6075  ___________________________________________________________________
 AF6075* NAD 83(1986)-  27 35 44.     (N)    081 30 52.     (W)     SCALED    
 AF6075* NAVD 88     -        54.081  (meters)     177.43   (feet)  ADJUSTED  
 AF6075  ___________________________________________________________________
 AF6075  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AF6075  DYNAMIC HT  -          53.999 (meters)     177.16  (feet)  COMP
 AF6075  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 AF6075
 AF6075  VERT ORDER  -  SECOND    CLASS 0
 AF6075
 AF6075.The horizontal coordinates were scaled from a topographic map and have
 AF6075.an estimated accuracy of +/- 6 seconds.
 AF6075
 AF6075.The orthometric height was determined by differential leveling
 AF6075.and adjusted by the National Geodetic Survey in June 1991..
 AF6075
 AF6075.The geoid height was determined by GEOID03.
 AF6075
 AF6075.The dynamic height is computed by dividing the NAVD 88
 AF6075.geopotential number by the normal gravity value computed on the
 AF6075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6075.degrees latitude (g = 980.6199 gals.).
 AF6075
 AF6075.The modeled gravity was interpolated from observed gravity values.
 AF6075
 AF6075;                    North         East    Units  Estimated Accuracy
 AF6075;SPC FL E     -   361,500.      149,210.      MT  (+/- 180 meters Scaled)
 AF6075
 AF6075                          SUPERSEDED SURVEY CONTROL
 AF6075
 AF6075  NGVD 29 (??/??/92)   54.372  (m)          178.39   (f) ADJ UNCH    2 0
 AF6075
 AF6075.Superseded values are not recommended for survey control.
 AF6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6075.See file dsdata.txt to determine how the superseded data were derived.
 AF6075
 AF6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML492525(NAD 83)
 AF6075_MARKER: DR = REFERENCE MARK DISK
 AF6075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6075_STAMPING: AVON NO 2 1935
 AF6075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6075+STABILITY: SURFACE MOTION
 AF6075
 AF6075  HISTORY     - Date     Condition        Report By
 AF6075  HISTORY     - 1935     MONUMENTED       CGS
 AF6075  HISTORY     - 1974     GOOD             LOCSUR
 AF6075  HISTORY     - 20031003 MARK NOT FOUND   FL-105
 AF6075
 AF6075                          STATION DESCRIPTION
 AF6075
 AF6075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AF6075'AT AVON PARK.
 AF6075'AT AVON PARK, HIGHLANDS COUNTY, NEAR THE INTERSECTION OF WEST
 AF6075'PINE STREET AND SOUTH ANOKA AVENUE, 84 FEET NORTH OF WEST
 AF6075'PINE STREET, AND 26 FEET EAST OF SOUTH ANOKA AVENUE.  A STANDARD
 AF6075'REFERENCE-MARK DISK, STAMPED AVON NO 2 1935 AND SET IN THE
 AF6075'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 AF6075
 AF6075                          STATION RECOVERY (1974)
 AF6075
 AF6075'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AF6075'RECOVERED IN GOOD CONDITION.
 AF6075
 AF6075                          STATION RECOVERY (2003)
 AF6075
 AF6075'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF6075'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AF6075'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3538 ***********************************************************************
 BE3538  DESIGNATION -  AVONDALE TANK WITH WINDMILL
 BE3538  PID         -  BE3538
 BE3538  STATE/COUNTY-  FL/BAY
 BE3538  USGS QUAD   -  ALLANTON (1992)
 BE3538
 BE3538                         *CURRENT SURVEY CONTROL
 BE3538  ___________________________________________________________________
 BE3538* NAD 83(1990)-  30 01 41.44827(N)    085 29 34.81023(W)     ADJUSTED  
 BE3538* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BE3538  ___________________________________________________________________
 BE3538  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BE3538  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3538
 BE3538  HORZ ORDER  -  THIRD
 BE3538
 BE3538.The horizontal coordinates were established by classical geodetic methods
 BE3538.and adjusted by the National Geodetic Survey in May 1991..
 BE3538
 BE3538.The orthometric height was scaled from a topographic map.
 BE3538
 BE3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3538
 BE3538.The geoid height was determined by GEOID03.
 BE3538
 BE3538;                    North         East     Units Scale Factor Converg.
 BE3538;SPC FL N     -   114,387.983   504,221.801   MT  0.99995136   -0 29 56.4
 BE3538;SPC FL N     -   375,287.91  1,654,267.69   sFT  0.99995136   -0 29 56.4
 BE3538;UTM  16      - 3,322,864.406   645,313.731   MT  0.99986052   +0 45 15.4
 BE3538
 BE3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3538!SPC FL N     -   1.00000404  x   0.99995136  =   0.99995540
 BE3538!UTM  16      -   1.00000404  x   0.99986052  =   0.99986456
 BE3538
 BE3538                          SUPERSEDED SURVEY CONTROL
 BE3538
 BE3538  NAD 83(1986)-  30 01 41.45920(N)    085 29 34.82392(W) AD(       ) 4
 BE3538  NAD 27      -  30 01 40.72700(N)    085 29 35.10200(W) AD(       ) 3
 BE3538
 BE3538.Superseded values are not recommended for survey control.
 BE3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3538.See file dsdata.txt to determine how the superseded data were derived.
 BE3538
 BE3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4531422864(NAD 83)
 BE3538_MARKER: 51 = TANK
 BE3538
 BE3538  HISTORY     - Date     Condition        Report By
 BE3538  HISTORY     - 1935     FIRST OBSERVED   CGS
 BE3538  HISTORY     - 1976     MARK NOT FOUND   USGS
 BE3538
 BE3538                          STATION DESCRIPTION
 BE3538
 BE3538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BE3538'THE STATION IS A CYLINDRICAL STEEL WATER TANK WITH A CONICAL
 BE3538'TOP, WITH A WINDMILL ABOVE, AND CONCENTRIC WITH THE CONICAL TOP
 BE3538'OF THE WINDMILL.  IT IS LOCATED AT AVONDALE FISH CAMP, A
 BE3538'SETTLEMENT ON THE S SHORE OF EAST BAY, ABOUT 1 MILE W OF FARMDALE.
 BE3538
 BE3538                          STATION RECOVERY (1976)
 BE3538
 BE3538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BE3538'THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7411 ***********************************************************************
 AF7411  FBN         -  This is a Federal Base Network Control Station.
 AF7411  DESIGNATION -  AVONPORT
 AF7411  PID         -  AF7411
 AF7411  STATE/COUNTY-  FL/HIGHLANDS
 AF7411  USGS QUAD   -  AVON PARK (1987)
 AF7411
 AF7411                         *CURRENT SURVEY CONTROL
 AF7411  ___________________________________________________________________
 AF7411* NAD 83(1999)-  27 35 29.33351(N)    081 31 35.66386(W)     ADJUSTED  
 AF7411* NAVD 88     -        46.4    (meters)     152.     (feet)  GPS OBS   
 AF7411  ___________________________________________________________________
 AF7411  X           -     833,540.582 (meters)                     COMP
 AF7411  Y           -  -5,595,100.140 (meters)                     COMP
 AF7411  Z           -   2,936,467.890 (meters)                     COMP
 AF7411  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AF7411  ELLIP HEIGHT-          20.46  (meters)          (04/12/01) GPS OBS
 AF7411  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AF7411
 AF7411  HORZ ORDER  -  A
 AF7411  ELLP ORDER  -  FOURTH    CLASS I
 AF7411
 AF7411.This mark is at Avon Park Airport (AVO)
 AF7411
 AF7411.The horizontal coordinates were established by GPS observations
 AF7411.and adjusted by the National Geodetic Survey in April 2001..
 AF7411
 AF7411.The orthometric height was determined by GPS observations and a
 AF7411.high-resolution geoid model.
 AF7411
 AF7411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7411
 AF7411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7411
 AF7411.The ellipsoidal height was determined by GPS observations
 AF7411.and is referenced to NAD 83.
 AF7411
 AF7411.The geoid height was determined by GEOID03.
 AF7411
 AF7411;                    North         East     Units Scale Factor Converg.
 AF7411;SPC FL E     -   361,051.844   148,013.890   MT  0.99997452   -0 14 38.0
 AF7411;SPC FL E     - 1,184,550.92    485,608.90   sFT  0.99997452   -0 14 38.0
 AF7411;SPC FL W     -   361,030.636   246,739.125   MT  0.99996813   +0 13 09.4
 AF7411;SPC FL W     - 1,184,481.34    809,509.95   sFT  0.99996813   +0 13 09.4
 AF7411;UTM  17      - 3,052,060.636   448,031.627   MT  0.99963334   -0 14 38.0
 AF7411
 AF7411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7411!SPC FL E     -   0.99999679  x   0.99997452  =   0.99997131
 AF7411!SPC FL W     -   0.99999679  x   0.99996813  =   0.99996492
 AF7411!UTM  17      -   0.99999679  x   0.99963334  =   0.99963013
 AF7411
 AF7411:                Primary Azimuth Mark                     Grid Az
 AF7411:SPC FL E     -  AVONPORT AZ MK                           225 28 12.3
 AF7411:SPC FL W     -  AVONPORT AZ MK                           225 00 24.9
 AF7411:UTM  17      -  AVONPORT AZ MK                           225 28 12.3
 AF7411
 AF7411|---------------------------------------------------------------------|
 AF7411| PID    Reference Object                     Distance      Geod. Az  |
 AF7411|                                                           dddmmss.s |
 AF7411| AF7434 AVONPORT AZ MK                      APPROX. 0.7 KM 2251334.3 |
 AF7411|---------------------------------------------------------------------|
 AF7411
 AF7411                          SUPERSEDED SURVEY CONTROL
 AF7411
 AF7411  NAD 83(1990)-  27 35 29.33258(N)    081 31 35.66362(W) AD(       ) B
 AF7411  ELLIP H (09/13/90)   20.42   (m)                       GP(       ) 4 1
 AF7411  NGVD 29 (09/13/90)   46.6    (m)          153.     (f) GPS OBS        
 AF7411
 AF7411.Superseded values are not recommended for survey control.
 AF7411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7411.See file dsdata.txt to determine how the superseded data were derived.
 AF7411
 AF7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4803252061(NAD 83)
 AF7411_MARKER: F = FLANGE-ENCASED ROD
 AF7411_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF7411_SP_SET: STAINLESS STEEL ROD
 AF7411_STAMPING: AVONPORT 1989
 AF7411_MARK LOGO: NGS   
 AF7411_PROJECTION: FLUSH
 AF7411_MAGNETIC: I = MARKER IS A STEEL ROD
 AF7411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7411+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 AF7411_ROD/PIPE-DEPTH: 40.2 meters
 AF7411_SLEEVE-DEPTH  :  0.9 meters
 AF7411
 AF7411  HISTORY     - Date     Condition        Report By
 AF7411  HISTORY     - 1989     MONUMENTED       NGS
 AF7411  HISTORY     - 19910501 GOOD             KEISCH
 AF7411  HISTORY     - 19920714 GOOD             KEISCH
 AF7411  HISTORY     - 19951229 GOOD             NGS
 AF7411  HISTORY     - 19990405 GOOD             FLDT
 AF7411  HISTORY     - 20030403 GOOD             FLDEP
 AF7411  HISTORY     - 20031002 GOOD             FL-105
 AF7411
 AF7411                          STATION DESCRIPTION
 AF7411
 AF7411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AF7411'THE STATION IS LOCATED ABOUT 2.09 KM (1.30 MI) WEST-SOUTHWEST OF AVON
 AF7411'PARK, AT THE AVON PARK MUNICIPAL AIRPORT, IN SECTION 21, T 33 S, R 28
 AF7411'E, BETWEEN RUNWAY 04-22 AND PARALLEL TAXIWAY, ON THE SOUTHWEST SIDE OF
 AF7411'A NORTHWEST-SOUTHEAST TAXIWAY.  OWNERSHIP--CITY OF AVON PARK, 110 E.
 AF7411'MAIN ST, AVON PARK FL 33825, DAVID HEACOCK - CITY MANAGER, PHONE
 AF7411'813-452-2221.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AF7411'AIRPORT.
 AF7411'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27, 98 AND
 AF7411'STATE ROADS 17 AND 64 ON THE WEST SIDE OF AVON PARK, GO WEST FOR 1.13
 AF7411'KM (0.70 MI) ON STATE ROAD 64 TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 AF7411'SOUTH FOR 0.07 KM (0.05 MI) ON THE PAVED ROAD TO A T-JUNCTION.  TURN
 AF7411'LEFT AND GO EAST FOR 50 M (164.0 FT) ON THE PAVED ROAD TO AN ASPHALT
 AF7411'APRON ON RIGHT.  TURN RIGHT AND GO SOUTH, THEN SOUTHEAST FOR 0.15 KM
 AF7411'(0.10 MI) ON THE APRON AND TAXIWAY TO THE RUNWAY EDGE.  CONTINUE AHEAD
 AF7411'FOR 0.10 KM (0.05 MI) ACROSS RUNWAYS AND ON TAXIWAY TO A CURVE RIGHT.
 AF7411'BEAR RIGHT AND GO SOUTHWEST FOR 0.22 KM (0.15 MI) ON THE TAXIWAY TO A
 AF7411'CROSS TAXIWAY.  TURN RIGHT AND GO NORTHWEST FOR ABOUT 45 M (147.6 FT)
 AF7411'ON THE TAXIWAY TO THE STATION ON LEFT.
 AF7411'THE STATION IS RECESSED 9 CM BELOW GROUND.  LOCATED 48.83 M
 AF7411'(160.2 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 AF7411'NORTHEAST-SOUTHWEST TAXIWAY, 42.58 M (139.7 FT) SOUTHEAST FROM THE
 AF7411'APPROXIMATE CENTER OF RUNWAY 04-22, 27.74 M (91.0 FT) SOUTH-SOUTHEAST
 AF7411'FROM A SIGN (A), 26.88 SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 AF7411'NORTHWEST-SOUTHEAST TAXIWAY, 17.22 M (56.5 FT) SOUTHWEST FROM THE
 AF7411'SOUTH CORNER OF A 0.61 M (2.0 FT) BY 1.83 M (6.0 FT) CONCRETE BASE FOR
 AF7411'SIGN (4-22) AND 12.50 M (41.0 FT) NORTHWEST FROM THE NORTHWEST EDGE OF
 AF7411'A DRAINAGE DITCH.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AF7411'LOGO CAP.
 AF7411'DESCRIBED BY D.F. CALLAHAN.
 AF7411
 AF7411                          STATION RECOVERY (1991)
 AF7411
 AF7411'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991
 AF7411'RECOVERED IN GOOD CONDITION.
 AF7411
 AF7411                          STATION RECOVERY (1992)
 AF7411
 AF7411'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1992
 AF7411'RECOVERED IN GOOD CONDITION.
 AF7411
 AF7411                          STATION RECOVERY (1995)
 AF7411
 AF7411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AF7411'THE STATION IS LOCATED ABOUT 1.30 MI (2.09 KM) WEST-SOUTHWEST OF AVON
 AF7411'PARK, AT THE AVON PARK MUNICIPAL AIRPORT, IN SECTION 21, T 33 S, R 28
 AF7411'E, BETWEEN RUNWAY 4-22 AND PARALLEL TAXIWAY, ON THE SOUTHWEST SIDE OF
 AF7411'A NORTHWEST-SOUTHEAST TAXIWAY.  OWNERSHIP -- CITY OF AVON PARK, 110 E.
 AF7411'MAIN ST, AVON PARK, FL 33825.  SUSAN BOYER, CITY MANAGER/AIRPORT
 AF7411'MANAGER, PHONE 941-452-4400.  NOTE -- PERMISSION MUST BE OBTAINED
 AF7411'BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF U.
 AF7411'S. HIGHWAY 27, 98 AND STATE ROADS 17 AND 64 ON THE WEST SIDE OF AVON
 AF7411'PARK, GO WEST FOR 0.70 MI (1.13 KM) ON STATE ROAD 64 TO A PAVED ROAD
 AF7411'LEFT.  TURN LEFT AND GO SOUTH FOR 0.05 MI,PASSING THROUGH GATE, ON
 AF7411'PAVED ROAD TO A T-JUNCTION.  TURN LEFT AND GO EAST ON THE PAVED ROAD
 AF7411'FOR 164.0 FT (50.0 M) TO AN ASPHALT APRON ON THE RIGHT.  TURN RIGHT
 AF7411'AND GO SOUTH, THEN SOUTHEAST FOR 0.10 MI (0.16 KM) ON THE APRON AND
 AF7411'TAXIWAY TO THE RUNWAY EDGE.  CONTINUE AHEAD FOR 0.05 MI (0.08 KM)
 AF7411'ACROSS RUNWAY AND ONTO TAXIWAY TO A CURVE RIGHT.  BEAR RIGHT AND GO
 AF7411'SOUTHWEST FOR 0.15 MI (0.24 KM) ON THE TAXIWAY TO A CROSS TAXIWAY.
 AF7411'TURN RIGHT AND GO NORTHWEST FOR ABOUT 147.6 FT (45.0 M) ON THE TAXIWAY
 AF7411'TO THE STATION ON THE LEFT.  THE STATION IS RECESSED 9 CM BELOW
 AF7411'GROUND.  LOCATED 160.2 FT (48.8 M) NORTHWEST FROM THE APPROXIMATE
 AF7411'CENTER OF A NORTHEAST-SOUTHWEST TAXIWAY, 139.7 FT (42.6 M) SOUTHEAST
 AF7411'FROM THE APPROXIMATE CENTER OF RUNWAY 4-22, 91.0 FT (27.7 M)
 AF7411'SOUTH-SOUTHEAST FROM TAXIWAY SIGN (A), 88.0 FT (26.8 M) SOUTHWEST FROM
 AF7411'THE APPROXIMATE CENTER OF TAXIWAY A, 56.5 FT (17.2 M) SOUTHWEST FROM
 AF7411'THE SOUTH CORNER OF A CONCRETE BASE FOR RUNWAY SIGN 4-22, 41.0 FT
 AF7411'(12.5 M) NORTHWEST FROM THE NORTHWEST EDGE OF A DRAINAGE DITCH, AND
 AF7411'3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST.  NOTE -- ACCESS
 AF7411'TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AF7411
 AF7411                          STATION RECOVERY (1999)
 AF7411
 AF7411'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AF7411'RECOVERED AS DESCRIBED.
 AF7411
 AF7411                          STATION RECOVERY (2003)
 AF7411
 AF7411'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AF7411'RECOVERED AS DESCRIBED.
 AF7411' 
 AF7411'NOTE PHONE CURRENT AIRPORT CONTACT IS GEORGE POPE OR ANDREW HUGHES AT
 AF7411'863-453-5046.
 AF7411'
 AF7411
 AF7411                          STATION RECOVERY (2003)
 AF7411
 AF7411'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF7411'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AF7411'APPRAISER GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7434 ***********************************************************************
 AF7434  DESIGNATION -  AVONPORT AZ MK
 AF7434  PID         -  AF7434
 AF7434  STATE/COUNTY-  FL/HIGHLANDS
 AF7434  USGS QUAD   -  AVON PARK (1987)
 AF7434
 AF7434                         *CURRENT SURVEY CONTROL
 AF7434  ___________________________________________________________________
 AF7434* NAD 83(1999)-  27 35 14.00089(N)    081 31 53.00828(W)     ADJUSTED  
 AF7434* NAVD 88     -        46.7    (meters)     153.     (feet)  VERTCON   
 AF7434  ___________________________________________________________________
 AF7434  X           -     833,102.344 (meters)                     COMP
 AF7434  Y           -  -5,595,386.784 (meters)                     COMP
 AF7434  Z           -   2,936,049.795 (meters)                     COMP
 AF7434  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AF7434  ELLIP HEIGHT-          20.89  (meters)          (12/13/01) GPS OBS
 AF7434  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AF7434
 AF7434  HORZ ORDER  -  FIRST
 AF7434  ELLP ORDER  -  FIFTH     CLASS I
 AF7434
 AF7434.This mark is at Avon Park Airport (AVO)
 AF7434
 AF7434.The horizontal coordinates were established by GPS observations
 AF7434.and adjusted by the National Geodetic Survey in December 2001..
 AF7434
 AF7434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7434
 AF7434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7434
 AF7434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7434
 AF7434.The ellipsoidal height was determined by GPS observations
 AF7434.and is referenced to NAD 83.
 AF7434
 AF7434.The geoid height was determined by GEOID03.
 AF7434
 AF7434;                    North         East     Units Scale Factor Converg.
 AF7434;SPC FL E     -   360,581.935   147,536.206   MT  0.99997514   -0 14 45.9
 AF7434;SPC FL E     - 1,183,009.23    484,041.70   sFT  0.99997514   -0 14 45.9
 AF7434;UTM  17      - 3,051,590.888   447,554.107   MT  0.99963395   -0 14 45.9
 AF7434
 AF7434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7434!SPC FL E     -   0.99999672  x   0.99997514  =   0.99997186
 AF7434!UTM  17      -   0.99999672  x   0.99963395  =   0.99963067
 AF7434
 AF7434:                Primary Azimuth Mark                     Grid Az
 AF7434:SPC FL E     -  AVONPORT                                 045 28 12.2
 AF7434:UTM  17      -  AVONPORT                                 045 28 12.2
 AF7434
 AF7434|---------------------------------------------------------------------|
 AF7434| PID    Reference Object                     Distance      Geod. Az  |
 AF7434|                                                           dddmmss.s |
 AF7434| AF7411 AVONPORT                            APPROX. 0.7 KM 0451326.3 |
 AF7434|---------------------------------------------------------------------|
 AF7434
 AF7434                          SUPERSEDED SURVEY CONTROL
 AF7434
 AF7434  NAD 83(1990)-  27 35 13.99995(N)    081 31 53.00803(W) AD(       ) 1
 AF7434  NGVD 29 (02/04/91)   47.0    (m)          154.     (f) GPS OBS        
 AF7434
 AF7434.Superseded values are not recommended for survey control.
 AF7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7434.See file dsdata.txt to determine how the superseded data were derived.
 AF7434
 AF7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4755451591(NAD 83)
 AF7434_MARKER: I = METAL ROD
 AF7434_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF7434_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AF7434_STAMPING: AVONPORT AZ MK 1989
 AF7434_MARK LOGO: NGS   
 AF7434_PROJECTION: FLUSH
 AF7434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7434+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 AF7434_ROD/PIPE-DEPTH: 31.2 meters
 AF7434_SLEEVE-DEPTH  : 0.91 meters
 AF7434
 AF7434  HISTORY     - Date     Condition        Report By
 AF7434  HISTORY     - 1989     MONUMENTED       NGS
 AF7434  HISTORY     - 20031002 GOOD             FL-105
 AF7434
 AF7434                          STATION DESCRIPTION
 AF7434
 AF7434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AF7434'THE STATION IS LOCATED ABOUT 2.74 KM (1.70 MI) SOUTHWEST OF AVON PARK,
 AF7434'AT THE AVON PARK MUNICIPAL AIRPORT, IN THE NORTHEAST CORNER OF SECTION
 AF7434'29, T 33 S, R 28 E, NEAR THE SOUTHWEST END OF RUNWAY 04-22, BETWEEN
 AF7434'RUNWAY AND A PARALLEL TAXIWAY.  OWNERSHIP--CITY OF AVON PARK, 110 E.
 AF7434'MAIN ST, AVON PARK FL 33825, DAVID HEACOCK - CITY MANAGER, PHONE
 AF7434'813-452-2221.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AF7434'AIRPORT.
 AF7434'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27, 98 AND
 AF7434'STATE ROADS 17 AND 64 ON THE WEST SIDE OF AVON PARK, GO WEST FOR 1.13
 AF7434'KM (0.70 MI) ON STATE ROAD 64 TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 AF7434'SOUTH FOR 0.07 KM (0.05 MI) ON THE PAVED ROAD TO A T-JUNCTION.  TURN
 AF7434'LEFT AND GO EAST FOR 50 M (164.0 FT) ON THE PAVED ROAD TO AN ASPHALT
 AF7434'APRON ON RIGHT.  TURN RIGHT AND GO SOUTH, THEN SOUTHEAST FOR 0.15 KM
 AF7434'(0.10 MI) ON THE APRON AND TAXIWAY TO THE RUNWAY EDGE.  CONTINUE AHEAD
 AF7434'FOR 0.10 KM (0.05 MI) ACROSS RUNWAYS AND ON TAXIWAY TO A CURVE RIGHT.
 AF7434'BEAR RIGHT AND GO SOUTHWEST FOR 0.22 KM (0.15 MI) ON THE TAXIWAY TO A
 AF7434'CROSS TAXIWAY.  CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.72 KM
 AF7434'(0.45 MI) ON THE TAXIWAY TO A CURVE RIGHT.  BEAR RIGHT AND GO
 AF7434'NORTHWEST FOR ABOUT 50 M (164.0 FT) ON THE TAXIWAY TO THE STATION ON
 AF7434'LEFT.
 AF7434'THE STATION IS RECESSED 9 CM BELOW GROUND.  LOCATED 54.16 M
 AF7434'(177.7 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF RUNWAY 04-22
 AF7434'AT PAVEMENT END, 49.53 M (162.5 FT) NORTHWEST FROM THE APPROXIMATE
 AF7434'CENTER OF TAXIWAY, 41.76 M (137.0 FT) SOUTHEAST FROM THE APPROXIMATE
 AF7434'CENTER OF RUNWAY 04-22, 28.80 M (94.5 FT) NORTHEAST FROM THE
 AF7434'APPROXIMATE CENTER OF TAXIWAY AND 27.74 M (91.0 FT) EAST-SOUTHEAST
 AF7434'FROM A SIGN (E).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AF7434'LOGO CAP.
 AF7434'DESCRIBED BY D.F. CALLAHAN.
 AF7434
 AF7434                          STATION RECOVERY (2003)
 AF7434
 AF7434'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF7434'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AF7434'APPRAISER GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0206 ***********************************************************************
 AI0206  DESIGNATION -  AW 30
 AI0206  PID         -  AI0206
 AI0206  STATE/COUNTY-  FL/SEMINOLE
 AI0206  USGS QUAD   -  OSTEEN (1980)
 AI0206
 AI0206                         *CURRENT SURVEY CONTROL
 AI0206  ___________________________________________________________________
 AI0206* NAD 83(1986)-  28 47 14.     (N)    081 10 52.     (W)     SCALED    
 AI0206* NAVD 88     -         2.683  (meters)       8.80   (feet)  ADJUSTED  
 AI0206  ___________________________________________________________________
 AI0206  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AI0206  DYNAMIC HT  -           2.679 (meters)       8.79  (feet)  COMP
 AI0206  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 AI0206
 AI0206  VERT ORDER  -  SECOND    CLASS I
 AI0206
 AI0206.The horizontal coordinates were scaled from a topographic map and have
 AI0206.an estimated accuracy of +/- 6 seconds.
 AI0206
 AI0206.The orthometric height was determined by differential leveling
 AI0206.and adjusted by the National Geodetic Survey in July 1999..
 AI0206
 AI0206.The geoid height was determined by GEOID03.
 AI0206
 AI0206.The dynamic height is computed by dividing the NAVD 88
 AI0206.geopotential number by the normal gravity value computed on the
 AI0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0206.degrees latitude (g = 980.6199 gals.).
 AI0206
 AI0206.The modeled gravity was interpolated from observed gravity values.
 AI0206
 AI0206;                    North         East    Units  Estimated Accuracy
 AI0206;SPC FL E     -   493,460.      182,320.      MT  (+/- 180 meters Scaled)
 AI0206
 AI0206                          SUPERSEDED SURVEY CONTROL
 AI0206
 AI0206.No superseded survey control is available for this station.
 AI0206
 AI0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM823844(NAD 83)
 AI0206_MARKER: DB = BENCH MARK DISK
 AI0206_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0206_STAMPING: AW 30
 AI0206_MARK LOGO: CGS+SS
 AI0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0206+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1996
 AI0206
 AI0206  HISTORY     - Date     Condition        Report By
 AI0206  HISTORY     - UNK      MONUMENTED       FLGS
 AI0206  HISTORY     - 19960819 GOOD             FLDEP
 AI0206
 AI0206                          STATION DESCRIPTION
 AI0206
 AI0206'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0206'THE MARK IS ABOUT 5.5 MI (8.9 KM) EAST OF SANFORD ON OLD GENEVA ROAD
 AI0206'IN SECTION 35, TOWNSHIP 19 SOUTH, RANGE 31 EAST. TO REACH THE MARK
 AI0206'FROM THE JUNCTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 46 ON THE
 AI0206'SOUTH SIDE OF SANFORD, GO EAST ON STATE ROAD 46 FOR 5.5 MI (8.9 KM) TO
 AI0206'THE JUNCTION OF OLD GENEVA ROAD, TURN LEFT ON OLD GENEVA ROAD AND GO
 AI0206'NORTHEAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DRIVEWAY ON THE
 AI0206'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A 6-INCH SQUARE
 AI0206'PREFABRICATED CONCRETE POST IMBEDDED INTO THE GROUND SURROUNDED BY
 AI0206'CONCRETE 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH
 AI0206'OLD GENEVA ROAD. LOCATED 158.0 FT (48.2 M) NORTHWEST OF BM A 454 1996,
 AI0206'30.2 FT (9.2 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY,
 AI0206'14.0 FT (4.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF OLD GENEVA ROAD
 AI0206'AND 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0307 ***********************************************************************
 AG0307  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0307  DESIGNATION -  AWL USE
 AG0307  PID         -  AG0307
 AG0307  STATE/COUNTY-  FL/PINELLAS
 AG0307  USGS QUAD   -  CLEARWATER (1987)
 AG0307
 AG0307                         *CURRENT SURVEY CONTROL
 AG0307  ___________________________________________________________________
 AG0307* NAD 83(1986)-  27 58 38.     (N)    082 49 29.     (W)     SCALED    
 AG0307* NAVD 88     -         2.199  (meters)       7.21   (feet)  ADJUSTED  
 AG0307  ___________________________________________________________________
 AG0307  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0307  DYNAMIC HT  -           2.195 (meters)       7.20  (feet)  COMP
 AG0307  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 AG0307
 AG0307  VERT ORDER  -  FIRST     CLASS II
 AG0307
 AG0307.The horizontal coordinates were scaled from a topographic map and have
 AG0307.an estimated accuracy of +/- 6 seconds.
 AG0307
 AG0307.The orthometric height was determined by differential leveling
 AG0307.and adjusted by the National Geodetic Survey in June 1991..
 AG0307.WARNING-Repeat measurements at this control monument indicate possible
 AG0307.vertical movement.
 AG0307
 AG0307.This Tidal Bench Mark is designated as VM 744
 AG0307.by the Center for Operational Oceanographic Products and Services.
 AG0307
 AG0307.The geoid height was determined by GEOID03.
 AG0307
 AG0307.The dynamic height is computed by dividing the NAVD 88
 AG0307.geopotential number by the normal gravity value computed on the
 AG0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0307.degrees latitude (g = 980.6199 gals.).
 AG0307
 AG0307.The modeled gravity was interpolated from observed gravity values.
 AG0307
 AG0307;                    North         East    Units  Estimated Accuracy
 AG0307;SPC FL W     -   403,960.      118,870.      MT  (+/- 180 meters Scaled)
 AG0307
 AG0307                          SUPERSEDED SURVEY CONTROL
 AG0307
 AG0307  NGVD 29 (??/??/92)    2.461  (m)            8.07   (f) ADJ UNCH    1 2
 AG0307
 AG0307.Superseded values are not recommended for survey control.
 AG0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0307.See file dsdata.txt to determine how the superseded data were derived.
 AG0307
 AG0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205960(NAD 83)
 AG0307_MARKER: DD = SURVEY DISK
 AG0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0307_SP_SET: SEAWALL
 AG0307_STAMPING: AWL USCE 1941
 AG0307_MARK LOGO: USE   
 AG0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0307
 AG0307  HISTORY     - Date     Condition        Report By
 AG0307  HISTORY     - 1941     MONUMENTED       DOD
 AG0307  HISTORY     - 1975     GOOD             FLDT
 AG0307  HISTORY     - 1976     GOOD             NGS
 AG0307  HISTORY     - 1978     GOOD             NGS
 AG0307  HISTORY     - 1982     GOOD             FLDNR
 AG0307  HISTORY     - 19960117 GOOD             USPSQD
 AG0307
 AG0307                          STATION DESCRIPTION
 AG0307
 AG0307'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0307'AT CLEARWATER BEACH.
 AG0307'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AG0307'(U.S. ALT. 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AG0307'S.R. 60 (CLEARWATER MEMORIAL CAUSEWAY) FOR 1.8 MILE TO THE SW
 AG0307'SIDE OF BRIDGE, JUST E OF CLEARWATER BEACH.  STATION IS 25 FT.
 AG0307'S. OF S. EDGE OF NEW BRIDGE.  SET IN TOP OF CONCRETE SEAWALL.
 AG0307'SECTION 8, T 29 S, R 15 E.
 AG0307
 AG0307                          STATION RECOVERY (1976)
 AG0307
 AG0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AG0307'RECOVERED IN GOOD CONDITION.
 AG0307
 AG0307                          STATION RECOVERY (1978)
 AG0307
 AG0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG0307'RECOVERED IN GOOD CONDITION.
 AG0307
 AG0307                          STATION RECOVERY (1982)
 AG0307
 AG0307'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0307'RECOVERED IN GOOD CONDITION.
 AG0307
 AG0307                          STATION RECOVERY (1996)
 AG0307
 AG0307'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1419 ***********************************************************************
 BG1419  DESIGNATION -  AX 1 FLGS
 BG1419  PID         -  BG1419
 BG1419  STATE/COUNTY-  FL/WALTON
 BG1419  USGS QUAD   -  DE FUNIAK SPRINGS EAST (1987)
 BG1419
 BG1419                         *CURRENT SURVEY CONTROL
 BG1419  ___________________________________________________________________
 BG1419* NAD 83(1986)-  30 43 13.     (N)    086 06 57.     (W)     SCALED    
 BG1419* NAVD 88     -        80.113  (meters)     262.84   (feet)  ADJUSTED  
 BG1419  ___________________________________________________________________
 BG1419  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BG1419  DYNAMIC HT  -          80.009 (meters)     262.50  (feet)  COMP
 BG1419  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BG1419
 BG1419  VERT ORDER  -  FIRST     CLASS II
 BG1419
 BG1419.The horizontal coordinates were scaled from a topographic map and have
 BG1419.an estimated accuracy of +/- 6 seconds.
 BG1419
 BG1419.The orthometric height was determined by differential leveling
 BG1419.and adjusted by the National Geodetic Survey in June 1991..
 BG1419
 BG1419.The geoid height was determined by GEOID03.
 BG1419
 BG1419.The dynamic height is computed by dividing the NAVD 88
 BG1419.geopotential number by the normal gravity value computed on the
 BG1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1419.degrees latitude (g = 980.6199 gals.).
 BG1419
 BG1419.The modeled gravity was interpolated from observed gravity values.
 BG1419
 BG1419;                    North         East    Units  Estimated Accuracy
 BG1419;SPC FL N     -   191,790.      445,240.      MT  (+/- 180 meters Scaled)
 BG1419
 BG1419                          SUPERSEDED SURVEY CONTROL
 BG1419
 BG1419  NGVD 29 (??/??/92)   80.206  (m)          263.14   (f) ADJ UNCH    1 2
 BG1419
 BG1419.Superseded values are not recommended for survey control.
 BG1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1419.See file dsdata.txt to determine how the superseded data were derived.
 BG1419
 BG1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU846989(NAD 83)
 BG1419_MARKER: DD = SURVEY DISK
 BG1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1419_STAMPING: A X 1 AZIMUTH NO 2 USC AND GS 1938
 BG1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1419+STABILITY: SURFACE MOTION
 BG1419
 BG1419  HISTORY     - Date     Condition        Report By
 BG1419  HISTORY     - 1938     MONUMENTED       FLGS
 BG1419  HISTORY     - 1965     GOOD             NGS
 BG1419  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 BG1419  HISTORY     - 20030507 MARK NOT FOUND   USPSQD
 BG1419
 BG1419                          STATION DESCRIPTION
 BG1419
 BG1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG1419'NEAR DE FUNIAK SPRINGS.
 BG1419'1-1/2 BLOCKS W ALONG LOUISVILLE AND NASHVILLE RAILROAD FROM
 BG1419'THE STATION AT DE FUNIAK SPRINGS, 26 FEET S OF CENTER LINE OR
 BG1419'5 FEET S OF S CURB OF WEST BALDWIN AVENUE, 45-1/2 FEET N OF N RAIL
 BG1419'OF MAIN LINE R.R. TRACKS, 3.6 FEET HIGHER THAN TOP OF SAME, 15-1/2
 BG1419'FEET W OF PROJECTED CENTER LINE OR 11-1/2 FEET E OF THE PROJECTED
 BG1419'LINE OF THE W CURB OF NORTH 9TH STREET, AND PROJECTING 0.3 FOOT
 BG1419'ABOVE GROUND IN AN AREA WHERE AUTOMOBILES ARE PARKED WHICH
 BG1419'MAY BUT APPARENTLY HAVE NOT DISTURBED THE MARK.
 BG1419
 BG1419                          STATION RECOVERY (1995)
 BG1419
 BG1419'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1419'MARK NOT FOUND.
 BG1419
 BG1419                          STATION RECOVERY (2003)
 BG1419
 BG1419'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG1419'LIKED PAVED OVER FOR PARKING, ALTHOUGH WITNESS POST REMAINS ON
 BG1419'ADJACENT POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1416 ***********************************************************************
 BG1416  DESIGNATION -  AX 2 FLGS RESET 1953
 BG1416  PID         -  BG1416
 BG1416  STATE/COUNTY-  FL/WALTON
 BG1416  USGS QUAD   -  DE FUNIAK SPRINGS EAST (1987)
 BG1416
 BG1416                         *CURRENT SURVEY CONTROL
 BG1416  ___________________________________________________________________
 BG1416* NAD 83(1986)-  30 43 28.     (N)    086 06 54.     (W)     SCALED    
 BG1416* NAVD 88     -        71.747  (meters)     235.39   (feet)  ADJUSTED  
 BG1416  ___________________________________________________________________
 BG1416  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG1416  DYNAMIC HT  -          71.654 (meters)     235.08  (feet)  COMP
 BG1416  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BG1416
 BG1416  VERT ORDER  -  FIRST     CLASS II
 BG1416
 BG1416.The horizontal coordinates were scaled from a topographic map and have
 BG1416.an estimated accuracy of +/- 6 seconds.
 BG1416
 BG1416.The orthometric height was determined by differential leveling
 BG1416.and adjusted by the National Geodetic Survey in June 1991..
 BG1416
 BG1416.The geoid height was determined by GEOID03.
 BG1416
 BG1416.The dynamic height is computed by dividing the NAVD 88
 BG1416.geopotential number by the normal gravity value computed on the
 BG1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1416.degrees latitude (g = 980.6199 gals.).
 BG1416
 BG1416.The modeled gravity was interpolated from observed gravity values.
 BG1416
 BG1416;                    North         East    Units  Estimated Accuracy
 BG1416;SPC FL N     -   192,250.      445,330.      MT  (+/- 180 meters Scaled)
 BG1416
 BG1416                          SUPERSEDED SURVEY CONTROL
 BG1416
 BG1416  NGVD 29 (??/??/92)   71.839  (m)          235.69   (f) ADJ UNCH    1 2
 BG1416
 BG1416.Superseded values are not recommended for survey control.
 BG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1416.See file dsdata.txt to determine how the superseded data were derived.
 BG1416
 BG1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU847993(NAD 83)
 BG1416_MARKER: DD = SURVEY DISK
 BG1416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG1416_SP_SET: BUILDING
 BG1416_STAMPING: A X 2 RESET 1953
 BG1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG1416+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 BG1416
 BG1416  HISTORY     - Date     Condition        Report By
 BG1416  HISTORY     - 1953     MONUMENTED       CGS
 BG1416  HISTORY     - 1965     GOOD             NGS
 BG1416  HISTORY     - 19950612 GOOD             USPSQD
 BG1416  HISTORY     - 19951206 GOOD             USPSQD
 BG1416  HISTORY     - 20030507 GOOD             USPSQD
 BG1416
 BG1416                          STATION DESCRIPTION
 BG1416
 BG1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG1416'AT DE FUNIAK SPRINGS.
 BG1416'AT DE FUNIAK SPRINGS, ALONG NORTH 9TH STREET (STATE HIGHWAY
 BG1416'83-NORTH), BETWEEN WEST TOLEDO AVENUE AND WEST BURDICK AVENUE,
 BG1416'ABOUT 0.25 MILE NORTH ALONG NORTH 9TH STREET FROM THE JUNCTION
 BG1416'OF U.S. HIGHWAY 90, SET VERTICALLY IN THE NORTH FACE OF THE
 BG1416'COCO COLA BOTTLING COMPANY BUILDING, ABOUT 29 YARDS WEST OF
 BG1416'WEST CURB OF NORTH 9TH STREET, ABOUT 25 YARDS SOUTH OF SOUTH
 BG1416'CURB OF WEST BURDICK AVENUE, 36 FEET WEST OF NORTHEAST CORNER
 BG1416'OF MAIN PART OF BUILDING, 1 1/2 FEET WEST OF NORTHEAST CORNER
 BG1416'OF A SHORT NORTH WING OF BUILDING AND ABOUT 3 FEET ABOVE GROUND.
 BG1416
 BG1416                          STATION RECOVERY (1965)
 BG1416
 BG1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BG1416'RECOVERED IN GOOD CONDITION.
 BG1416
 BG1416                          STATION RECOVERY (1995)
 BG1416
 BG1416'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1416'RECOVERED IN GOOD CONDITION.
 BG1416
 BG1416                          STATION RECOVERY (1995)
 BG1416
 BG1416'RECOVERY NOTE BY US POWER SQUADRON 1995
 BG1416'RECOVERED IN GOOD CONDITION.
 BG1416
 BG1416                          STATION RECOVERY (2003)
 BG1416
 BG1416'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG1416'BUILDING NO LONGER COCA-COLA.  NOW HODGES CASH AND CARRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4183 ***********************************************************************
 BG4183  DESIGNATION -  AX14
 BG4183  PID         -  BG4183
 BG4183  STATE/COUNTY-  FL/WALTON
 BG4183  USGS QUAD   -  LIBERTY (1987)
 BG4183
 BG4183                         *CURRENT SURVEY CONTROL
 BG4183  ___________________________________________________________________
 BG4183* NAD 83(1990)-  30 50 56.81787(N)    086 10 58.81879(W)     ADJUSTED  
 BG4183* NAVD 88     -        80.15   (+/-2cm)     263.0    (feet)  VERTCON   
 BG4183  ___________________________________________________________________
 BG4183  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BG4183  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4183
 BG4183  HORZ ORDER  -  FIRST
 BG4183  VERT ORDER  -  THIRD ? (See Below)
 BG4183
 BG4183.The horizontal coordinates were established by classical geodetic methods
 BG4183.and adjusted by the National Geodetic Survey in May 1991..
 BG4183
 BG4183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4183.The vertical order pertains to the NGVD 29 superseded value.
 BG4183
 BG4183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4183
 BG4183.The geoid height was determined by GEOID03.
 BG4183
 BG4183;                    North         East     Units Scale Factor Converg.
 BG4183;SPC FL N     -   206,165.040   439,016.084   MT  1.00001906   -0 50 44.7
 BG4183;SPC FL N     -   676,393.14  1,440,338.60   sFT  1.00001906   -0 50 44.7
 BG4183;UTM  16      - 3,413,166.010   578,119.073   MT  0.99967528   +0 25 08.3
 BG4183
 BG4183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4183!SPC FL N     -   0.99999170  x   1.00001906  =   1.00001076
 BG4183!UTM  16      -   0.99999170  x   0.99967528  =   0.99966699
 BG4183
 BG4183|---------------------------------------------------------------------|
 BG4183| PID    Reference Object                     Distance      Geod. Az  |
 BG4183|                                                           dddmmss.s |
 BG4183| CW1763 AX14 RM 1                            28.170 METERS 04827     |
 BG4183| BG4186 DE FUNIAK SPRINGS MUNICIPAL TK      APPROX.15.6 KM 1563210.7 |
 BG4183| BG4192 DE FUNIAK SPRINGS HARBERSON TK      APPROX.15.1 KM 1582643.5 |
 BG4183| CW1764 AX14 RM 2                            28.331 METERS 28411     |
 BG4183| BG4250 LIBERTY RESET                       APPROX.10.1 KM 2942427.1 |
 BG4183|---------------------------------------------------------------------|
 BG4183
 BG4183                          SUPERSEDED SURVEY CONTROL
 BG4183
 BG4183  NAD 83(1986)-  30 50 56.82829(N)    086 10 58.82176(W) AD(       ) 1
 BG4183  NAD 27      -  30 50 56.16000(N)    086 10 59.02500(W) AD(       ) 1
 BG4183  NGVD 29 (07/19/86)   80.22   (m)          263.2    (f) LEVELING    3  
 BG4183
 BG4183.Superseded values are not recommended for survey control.
 BG4183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4183.See file dsdata.txt to determine how the superseded data were derived.
 BG4183
 BG4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7811913166(NAD 83)
 BG4183_MARKER: DS = TRIANGULATION STATION DISK
 BG4183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4183
 BG4183  HISTORY     - Date     Condition        Report By
 BG4183  HISTORY     - 1938     MONUMENTED       CGS
 BG4183
 BG4183                          STATION DESCRIPTION
 BG4183
 BG4183'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BG4183'THIS STATION IS LOCATED ON N SIDE OF COUNTY ROAD WHICH LEADS OFF
 BG4183'(E) FLA. 40, AT LIBERTY, THRU CUSTER SPRINGS, AND EASTWARD TO A
 BG4183'JUNCTION WITH FLA. 60.  IT LIES ABOUT 4.0 MILES W OF 60 AND 3.0
 BG4183'MILES E OF 40, ON SPARSELY-TIMBERED LAND, IN A V FORMED BY MAIN
 BG4183'ROAD AND A DIM TRAIL ROAD LEADING WESTWARD ALONG FENCE LINE.  IT
 BG4183'IS 12 PACES NNW OF CENTER LINE OF ROAD, ON OUTSIDE OF A CURVE,
 BG4183'DIRECTLY ACROSS ROAD FROM A TIN-TOPPED BARN.  MARK WAS
 BG4183'ORIGINALLY A USC AND G AND SS TRAVERSE STATION, TOP OF WHICH HAD
 BG4183'BEEN BROKEN OFF JUST ABOVE GROUND LEVEL.  HOWEVER, TOP SECTION
 BG4183'FITS BACK PERFECTLY, AND MARK SHOWED NO INDICATION OF
 BG4183'HAVING BEEN MOVED IN POSITION.  A NEW MARK WAS SET,
 BG4183'PROJECTING 2 INCHES ABOVE GROUND,
 BG4183'AND MAINTAINING SAME POSITION AS ORIGINAL MARK.
 BG4183'
 BG4183'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BG4183'DISKS SET IN CONCRETE.
 BG4183'
 BG4183'REFERENCE MARK NO. 1 IS NE OF STATION, IN AN E-W FENCE ROW,
 BG4183'12 FEET NNW OF CENTER LINE OF A DIM TRAIL, AND PROJECTS 5 INCHES
 BG4183'ABOVE GROUND.  REFERENCE MARK NO. 2 IS W OF STATION, 24 FEET
 BG4183'SSE OF CENTER LINE OF DIM TRAIL, AND PROJECTS 8 INCHES.
 BG4183'
 BG4183'AX 15, A USC AND G AND SS TRAVERSE STATION, WAS REINFORCED AND
 BG4183'USED AS AN AZIMUTH MARK FOR AX 14.  IT LIES 1.0 MILE SW OF STATION,
 BG4183'ON S BANK OF ROAD CUT, 30 FEET S OF CENTER LINE OF ROAD.  MARK
 BG4183'PROJECTS 4 INCHES.
 BG4183'
 BG4183'TO REACH FROM DE FUNIAK SPRINGS, GO N ON 60, 8.7 MILES (JUST
 BG4183'N OF BRIDGE) TO CROSSROADS AND AX 10 MONUMENT IN SW ANGLE OF
 BG4183'INTERSECTION.  TURN L, W, AND GO 3.9 MILES TO HOME OF MR. BELL
 BG4183'ON L AND STATION JUST BEYOND ON R.
 BG4183'
 BG4183'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3320 ***********************************************************************
 BE3320  DESIGNATION -  AXE 1940
 BE3320  PID         -  BE3320
 BE3320  STATE/COUNTY-  FL/WAKULLA
 BE3320  USGS QUAD   -  SPRAGUE ISLAND (1992)
 BE3320
 BE3320                         *CURRENT SURVEY CONTROL
 BE3320  ___________________________________________________________________
 BE3320* NAD 83(1990)-  30 05 05.65735(N)    084 13 13.16485(W)     ADJUSTED  
 BE3320* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BE3320  ___________________________________________________________________
 BE3320  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BE3320  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BE3320
 BE3320  HORZ ORDER  -  THIRD
 BE3320
 BE3320.The horizontal coordinates were established by classical geodetic methods
 BE3320.and adjusted by the National Geodetic Survey in May 1991..
 BE3320
 BE3320.The orthometric height was scaled from a topographic map.
 BE3320
 BE3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3320
 BE3320.The geoid height was determined by GEOID03.
 BE3320
 BE3320;                    North         East     Units Scale Factor Converg.
 BE3320;SPC FL N     -   120,291.782   626,960.548   MT  0.99994946   +0 08 26.0
 BE3320;SPC FL N     -   394,657.29  2,056,953.06   sFT  0.99994946   +0 08 26.0
 BE3320;UTM  16      - 3,331,452.977   767,917.508   MT  1.00048568   +1 23 39.2
 BE3320
 BE3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3320!SPC FL N     -   1.00000419  x   0.99994946  =   0.99995365
 BE3320!UTM  16      -   1.00000419  x   1.00048568  =   1.00048987
 BE3320
 BE3320                          SUPERSEDED SURVEY CONTROL
 BE3320
 BE3320  NAD 83(1986)-  30 05 05.66510(N)    084 13 13.17057(W) AD(       ) 3
 BE3320  NAD 27      -  30 05 04.94000(N)    084 13 13.53000(W) AD(       ) 3
 BE3320
 BE3320.Superseded values are not recommended for survey control.
 BE3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3320.See file dsdata.txt to determine how the superseded data were derived.
 BE3320
 BE3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU6791831453(NAD 83)
 BE3320_MARKER: DT = TOPOGRAPHIC STATION DISK
 BE3320_SETTING: 0 = UNSPECIFIED SETTING
 BE3320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3320
 BE3320  HISTORY     - Date     Condition        Report By
 BE3320  HISTORY     - 1952     MONUMENTED       CGS
 BE3320
 BE3320                          STATION DESCRIPTION
 BE3320
 BE3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RJS)
 BE3320'STATION IS LOCATED NEAR THE W SIDE OF A SMALL PENINSULA
 BE3320'EXTENDING N FROM THE SW POINT OF THE ISLAND ON THE E SIDE
 BE3320'OF INDIAN PASS, ABOUT 1.2 MILES W OF SPRAGUE POINT, ABOUT 50
 BE3320'FEET S OF A GROUP OF PALMS ON THE POINT, 13 FEET E OF HIGH-WATER
 BE3320'LINE, AND 2 FEET E OF THE STUMP OF A FALLEN PALM.  IT IS MARKED
 BE3320'BY A STANDARD TOPOGRAPHIC-STATION DISK, STAMPED AXE 1940 SET IN
 BE3320'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8716 ***********************************************************************
 AD8716  DESIGNATION -  AXIS
 AD8716  PID         -  AD8716
 AD8716  STATE/COUNTY-  FL/PALM BEACH
 AD8716  USGS QUAD   -  BRYANT (1970)
 AD8716
 AD8716                         *CURRENT SURVEY CONTROL
 AD8716  ___________________________________________________________________
 AD8716* NAD 83(1999)-  26 51 23.02466(N)    080 34 49.02002(W)     ADJUSTED  
 AD8716* NAVD 88     -         3.8    (meters)      12.     (feet)  GPS OBS   
 AD8716  ___________________________________________________________________
 AD8716  X           -     931,923.008 (meters)                     COMP
 AD8716  Y           -  -5,617,293.390 (meters)                     COMP
 AD8716  Z           -   2,864,019.266 (meters)                     COMP
 AD8716  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AD8716  ELLIP HEIGHT-         -21.80  (meters)          (06/19/01) GPS OBS
 AD8716  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AD8716
 AD8716  HORZ ORDER  -  FIRST
 AD8716  ELLP ORDER  -  FOURTH    CLASS I
 AD8716
 AD8716.The horizontal coordinates were established by GPS observations
 AD8716.and adjusted by the National Geodetic Survey in June 2001..
 AD8716
 AD8716.The orthometric height was determined by GPS observations and a
 AD8716.high-resolution geoid model.
 AD8716
 AD8716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8716
 AD8716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8716
 AD8716.The ellipsoidal height was determined by GPS observations
 AD8716.and is referenced to NAD 83.
 AD8716
 AD8716.The geoid height was determined by GEOID03.
 AD8716
 AD8716;                    North         East     Units Scale Factor Converg.
 AD8716;SPC FL E     -   279,562.308   241,709.487   MT  0.99996265   +0 11 22.6
 AD8716;SPC FL E     -   917,197.34    793,008.54   sFT  0.99996265   +0 11 22.6
 AD8716;UTM  17      - 2,970,598.904   541,695.256   MT  0.99962146   +0 11 22.6
 AD8716
 AD8716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8716!SPC FL E     -   1.00000342  x   0.99996265  =   0.99996607
 AD8716!UTM  17      -   1.00000342  x   0.99962146  =   0.99962488
 AD8716
 AD8716                          SUPERSEDED SURVEY CONTROL
 AD8716
 AD8716  NAD 83(1990)-  26 51 23.02348(N)    080 34 49.01933(W) AD(       ) 1
 AD8716  ELLIP H (04/22/94)  -21.77   (m)                       GP(       ) 3 2
 AD8716
 AD8716.Superseded values are not recommended for survey control.
 AD8716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8716.See file dsdata.txt to determine how the superseded data were derived.
 AD8716
 AD8716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4169570599(NAD 83)
 AD8716_MARKER: DD = SURVEY DISK
 AD8716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8716_SP_SET: CONCRETE POST
 AD8716_STAMPING: AXIS
 AD8716_MARK LOGO: FL-099
 AD8716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8716+STABILITY: SURFACE MOTION
 AD8716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8716+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8716
 AD8716  HISTORY     - Date     Condition        Report By
 AD8716  HISTORY     - 1992     MONUMENTED       FL-099
 AD8716
 AD8716                          STATION DESCRIPTION
 AD8716
 AD8716'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1992
 AD8716'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 98 AND US ROUTE
 AD8716'441 IN CANAL POINT 4.5 MILES NORTHEAST OF PAHOKEE, GO SOUTHEAST ON US
 AD8716'ROUTE 98 FOR 1.8 MI (2.9 KM) TO A RAILROAD CROSSING AND A BRIDGE OVER
 AD8716'THE L-10 (WEST PALM BEACH) CANAL ON THE LEFT. TURN LEFT ACROSS THE
 AD8716'BRIDGE AND GO NORTHWEST ON A DIRT ROAD FOR 0.8 MI (1.3 KM) TO A DIRT
 AD8716'ROAD ON THE RIGHT. TURN RIGHT AND GO EAST ON THE DIRT ROAD FOR 1.2 MI
 AD8716'(1.9 KM) TO A NORTH-SOUTH CANAL AND THE STATION ON THE LEFT, 33 FEET
 AD8716'NORTH OF THE CENTERLINE OF AN EAST-WEST SHELL ROAD.
 AD8716'THE STATION IS WEST 4.4 FT (1.3 M) FROM THE BASE OF A METAL POST WITH
 AD8716'A PALM BEACH COUNTY SURVEY WITNESS SIGN, SOUTHEAST 84.6 FT (25.8 M)
 AD8716'FROM A PK IN A WOODEN PILING POST AT THE NORTHEAST CORNER OF A
 AD8716'PLANTER, AND NORTHEAST 26.9 FT (8.2 M) FROM A DRILL HOLE IN THE
 AD8716'NORTHWEST CORNER OF A CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0431 ***********************************************************************
 AK0431  DESIGNATION -  AZ
 AK0431  PID         -  AK0431
 AK0431  STATE/COUNTY-  FL/ORANGE
 AK0431  USGS QUAD   -  ORLANDO EAST (1980)
 AK0431
 AK0431                         *CURRENT SURVEY CONTROL
 AK0431  ___________________________________________________________________
 AK0431* NAD 83(1986)-  28 33 26.     (N)    081 18 38.     (W)     SCALED    
 AK0431* NAVD 88     -        29.883  (meters)      98.04   (feet)  ADJUSTED  
 AK0431  ___________________________________________________________________
 AK0431  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AK0431  DYNAMIC HT  -          29.840 (meters)      97.90  (feet)  COMP
 AK0431  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 AK0431
 AK0431  VERT ORDER  -  SECOND    CLASS 0
 AK0431
 AK0431.The horizontal coordinates were scaled from a topographic map and have
 AK0431.an estimated accuracy of +/- 6 seconds.
 AK0431
 AK0431.The orthometric height was determined by differential leveling
 AK0431.and adjusted by the National Geodetic Survey in June 1991..
 AK0431
 AK0431.The geoid height was determined by GEOID03.
 AK0431
 AK0431.The dynamic height is computed by dividing the NAVD 88
 AK0431.geopotential number by the normal gravity value computed on the
 AK0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0431.degrees latitude (g = 980.6199 gals.).
 AK0431
 AK0431.The modeled gravity was interpolated from observed gravity values.
 AK0431
 AK0431;                    North         East    Units  Estimated Accuracy
 AK0431;SPC FL E     -   468,000.      169,610.      MT  (+/- 180 meters Scaled)
 AK0431
 AK0431                          SUPERSEDED SURVEY CONTROL
 AK0431
 AK0431  NGVD 29 (??/??/92)   30.17   (m)           99.0    (f) COMPUTED    2 0
 AK0431
 AK0431.Superseded values are not recommended for survey control.
 AK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0431.See file dsdata.txt to determine how the superseded data were derived.
 AK0431
 AK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM696589(NAD 83)
 AK0431_MARKER: DB = BENCH MARK DISK
 AK0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0431+STABILITY: SURFACE MOTION
 AK0431
 AK0431  HISTORY     - Date     Condition        Report By
 AK0431  HISTORY     - UNK      MONUMENTED       CGS
 AK0431  HISTORY     - 1945     GOOD             NGS
 AK0431  HISTORY     - 19960316 GOOD             USPSQD
 AK0431
 AK0431                          STATION DESCRIPTION
 AK0431
 AK0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AK0431'4.6 MI E FROM ORLANDO.
 AK0431'4.6 MILES EAST ALONG STATE HIGHWAY 50 FROM THE POST OFFICE AT
 AK0431'ORLANDO, ORANGE COUNTY, AT THE SOUTHWEST CORNER OF THE
 AK0431'INTERSECTION OF SHOREVIEW BOULEVARD, 40 FEET SOUTH OF THE
 AK0431'CENTERLINE OF THE HIGHWAY, AND 40 FEET WEST OF THE CENTERLINE
 AK0431'OF THE BOULEVARD.  A STANDARD MONEL-METAL RIVET, SET IN THE
 AK0431'TOP OF A CONCRETE POST.
 AK0431
 AK0431                          STATION RECOVERY (1996)
 AK0431
 AK0431'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7655 ***********************************************************************
 AF7655  DESIGNATION -  AZ 0012
 AF7655  PID         -  AF7655
 AF7655  STATE/COUNTY-  FL/HIGHLANDS
 AF7655  USGS QUAD   -  BRIGHTON NW (1983)
 AF7655
 AF7655                         *CURRENT SURVEY CONTROL
 AF7655  ___________________________________________________________________
 AF7655* NAD 83(1999)-  27 09 16.13733(N)    081 11 52.56906(W)     ADJUSTED  
 AF7655* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 AF7655  ___________________________________________________________________
 AF7655  X           -     869,021.042 (meters)                     COMP
 AF7655  Y           -  -5,612,197.072 (meters)                     COMP
 AF7655  Z           -   2,893,449.479 (meters)                     COMP
 AF7655  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AF7655  ELLIP HEIGHT-         -16.04  (meters)          (05/31/01) GPS OBS
 AF7655  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AF7655
 AF7655  HORZ ORDER  -  FIRST
 AF7655  ELLP ORDER  -  FOURTH    CLASS I
 AF7655
 AF7655.The horizontal coordinates were established by GPS observations
 AF7655.and adjusted by the National Geodetic Survey in May 2001..
 AF7655
 AF7655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7655
 AF7655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7655
 AF7655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7655
 AF7655.The ellipsoidal height was determined by GPS observations
 AF7655.and is referenced to NAD 83.
 AF7655
 AF7655.The geoid height was determined by GEOID03.
 AF7655
 AF7655;                    North         East     Units Scale Factor Converg.
 AF7655;SPC FL E     -   312,535.913   180,381.948   MT  0.99994593   -0 05 25.2
 AF7655;SPC FL E     - 1,025,378.24    591,803.11   sFT  0.99994593   -0 05 25.2
 AF7655;UTM  17      - 3,003,561.259   480,388.641   MT  0.99960475   -0 05 25.2
 AF7655
 AF7655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7655!SPC FL E     -   1.00000252  x   0.99994593  =   0.99994845
 AF7655!UTM  17      -   1.00000252  x   0.99960475  =   0.99960727
 AF7655
 AF7655:                Primary Azimuth Mark                     Grid Az
 AF7655:SPC FL E     -  MACARTHUR GPS 0011                       211 33 07.9
 AF7655:UTM  17      -  MACARTHUR GPS 0011                       211 33 07.9
 AF7655
 AF7655|---------------------------------------------------------------------|
 AF7655| PID    Reference Object                     Distance      Geod. Az  |
 AF7655|                                                           dddmmss.s |
 AF7655| AF7654 MACARTHUR GPS 0011                  APPROX. 0.6 KM 2112742.7 |
 AF7655|---------------------------------------------------------------------|
 AF7655
 AF7655                          SUPERSEDED SURVEY CONTROL
 AF7655
 AF7655  NAD 83(1990)-  27 09 16.13624(N)    081 11 52.56882(W) AD(       ) 1
 AF7655  ELLIP H (07/22/93)  -15.99   (m)                       GP(       ) 4 1
 AF7655  NGVD 29 (07/22/93)    9.6    (m)           31.     (f) GPS OBS        
 AF7655
 AF7655.Superseded values are not recommended for survey control.
 AF7655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7655.See file dsdata.txt to determine how the superseded data were derived.
 AF7655
 AF7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8038903561(NAD 83)
 AF7655_MARKER: DH = HORIZONTAL CONTROL DISK
 AF7655_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7655_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AF7655_STAMPING: AZ 0012
 AF7655_MARK LOGO: GEOBAS
 AF7655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7655+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7655
 AF7655  HISTORY     - Date     Condition        Report By
 AF7655  HISTORY     - 1992     MONUMENTED       GEOBAS
 AF7655
 AF7655                          STATION DESCRIPTION
 AF7655
 AF7655'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1992
 AF7655'THE STATION IS LOCATED 22 MI (35.40 KM) NORTH-NORTHWEST OF MOORE HAVEN
 AF7655'AND 14 MI (22.53 KM) SOUTHEAST OF LAKE PLACID ON THE JOHN D.
 AF7655'MACARTHUR AGRO-ECOLOGY RESEARCH CENTER AND BUCK ISLAND RANCH.
 AF7655'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 AF7655'HIGHWAY 27, GO EAST ON STATE ROAD 70, 7.15 MI (11.51 KM) TO BUCK
 AF7655'ISLAND RANCH ROAD, TURN RIGHT AND GO SOUTH ON BUCK ISLAND RANCH ROAD
 AF7655'(A SHELL ROAD), 0.05 MI (0.08 KM) TO A GATE, GO THROUGH THE GATE AND
 AF7655'CONTINUE SOUTHERLY ON A DIRT ROAD, 1.1 MI (1.77 KM) TO A BRIDGE OVER
 AF7655'THE HARNEY POND CANAL, CONTINUE SOUTHERLY AND SOUTHEASTERLY ON THE
 AF7655'DIRT ROAD, 3.0 MI (4.83 KM) TO A GATE ON THE RIGHT AND THE STATION ON
 AF7655'THE SOUTH SIDE OF A FENCE.
 AF7655'THE STATION IS AN IRON ROD SURROUNDED BY CONCRETE WITH A GEOBASE
 AF7655'CONTROL INC GPS STATION DISK STAMPED ---AZ 0012--- THAT IS RECESSED
 AF7655'4-INCHES BELOW THE GROUND. IT IS 15.0 FT (4.57 M) SOUTHWEST OF A HOG
 AF7655'WIRE FENCE, 15.9 FT (4.85 M) NORTHWEST OF A BARBED WIRE FENCE AND
 AF7655'15.9 FT (4.85 M) NORTHWEST OF A CARSONITE WITNESS POST.
 AF7655'REFERENCES--
 AF7655'NAIL AND DISK STAMPED ---SURVEY REF PT PSI LB 3639--- SET IN THE
 AF7655'SOUTHWEST FACE OF A FENCE POST 1.0 FT (0.30 M) ABOVE THE GROUND ON A
 AF7655'MAGNETIC AZIMUTH OF 130 DEGREES AT 15.94 FT (4.86 M).
 AF7655'IRON ROD AND CAP STAMPED ---LB 3639 REF. PT.--- SET ON A MAGNETIC
 AF7655'AZIMUTH OF 256 DEGREE AT 49.64 FT (15.13 M).
 AF7655'NAIL AND DISK STAMPED ---SURVEY REF PT PSI LB 3639--- SET IN THE EAST
 AF7655'FACE OF A FENCE POST 1.0 FT (0.30 M) ABOVE THE GROUND ON A MAGNETIC
 AF7655'AZIMUTH OF 356 DEGREES AT 41.60 FT (12.68 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5556 ***********************************************************************
 AK5556  DESIGNATION -  AZ THEODOLITE PAD 17 B
 AK5556  PID         -  AK5556
 AK5556  STATE/COUNTY-  FL/BREVARD
 AK5556  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5556
 AK5556                         *CURRENT SURVEY CONTROL
 AK5556  ___________________________________________________________________
 AK5556* NAD 83(1990)-  28 26 47.86769(N)    080 34 03.75479(W)     ADJUSTED  
 AK5556* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK5556  ___________________________________________________________________
 AK5556  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AK5556  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5556
 AK5556  HORZ ORDER  -  SECOND
 AK5556
 AK5556.The horizontal coordinates were established by classical geodetic methods
 AK5556.and adjusted by the National Geodetic Survey in May 1991..
 AK5556
 AK5556.The orthometric height was scaled from a topographic map.
 AK5556
 AK5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5556
 AK5556.The geoid height was determined by GEOID03.
 AK5556
 AK5556;                    North         East     Units Scale Factor Converg.
 AK5556;SPC FL E     -   455,779.058   242,342.008   MT  0.99996329   +0 12 21.3
 AK5556;SPC FL E     - 1,495,335.13    795,083.74   sFT  0.99996329   +0 12 21.3
 AK5556;UTM  17      - 3,146,755.530   542,327.561   MT  0.99962211   +0 12 21.3
 AK5556
 AK5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5556!SPC FL E     -   1.00000309  x   0.99996329  =   0.99996638
 AK5556!UTM  17      -   1.00000309  x   0.99962211  =   0.99962519
 AK5556
 AK5556:                Primary Azimuth Mark                     Grid Az
 AK5556:SPC FL E     -  EIGHTEEN B                               064 04 13.7
 AK5556:UTM  17      -  EIGHTEEN B                               064 04 13.7
 AK5556
 AK5556|---------------------------------------------------------------------|
 AK5556| PID    Reference Object                     Distance      Geod. Az  |
 AK5556|                                                           dddmmss.s |
 AK5556| AK2449 EIGHTEEN B                          APPROX. 0.6 KM 0641635.0 |
 AK5556| AK2469 SEVENTEEN A                         269.946 METERS 07451     |
 AK5556| AK5658 17 B TARGET BOARD                   198.199 METERS 11255     |
 AK5556| AK2467 SEVENTEEN B                         203.710 METERS 11436     |
 AK5556|---------------------------------------------------------------------|
 AK5556
 AK5556                          SUPERSEDED SURVEY CONTROL
 AK5556
 AK5556  NAD 83(1986)-  28 26 47.87381(N)    080 34 03.76803(W) AD(       ) 2
 AK5556  NAD 27      -  28 26 46.86662(N)    080 34 04.58111(W) AD(       ) 2
 AK5556
 AK5556.Superseded values are not recommended for survey control.
 AK5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5556.See file dsdata.txt to determine how the superseded data were derived.
 AK5556
 AK5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4232846756(NAD 83)
 AK5556_MARKER: Z = SEE DESCRIPTION
 AK5556_SETTING: 0 = UNSPECIFIED SETTING
 AK5556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5556
 AK5556  HISTORY     - Date     Condition        Report By
 AK5556  HISTORY     - 1957     MONUMENTED       CGS
 AK5556
 AK5556                          STATION DESCRIPTION
 AK5556
 AK5556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5556'SEE STATION SEVENTEEN B
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5567 ***********************************************************************
 AK5567  DESIGNATION -  AZ THEODOLITE PAD 17 A
 AK5567  PID         -  AK5567
 AK5567  STATE/COUNTY-  FL/BREVARD
 AK5567  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5567
 AK5567                         *CURRENT SURVEY CONTROL
 AK5567  ___________________________________________________________________
 AK5567* NAD 83(1990)-  28 26 52.84715(N)    080 34 01.25509(W)     ADJUSTED  
 AK5567* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK5567  ___________________________________________________________________
 AK5567  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AK5567  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5567
 AK5567  HORZ ORDER  -  SECOND
 AK5567
 AK5567.The horizontal coordinates were established by classical geodetic methods
 AK5567.and adjusted by the National Geodetic Survey in May 1991..
 AK5567
 AK5567.The orthometric height was scaled from a topographic map.
 AK5567
 AK5567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5567
 AK5567.The geoid height was determined by GEOID03.
 AK5567
 AK5567;                    North         East     Units Scale Factor Converg.
 AK5567;SPC FL E     -   455,932.590   242,409.468   MT  0.99996337   +0 12 22.5
 AK5567;SPC FL E     - 1,495,838.84    795,305.06   sFT  0.99996337   +0 12 22.5
 AK5567;UTM  17      - 3,146,909.009   542,394.999   MT  0.99962218   +0 12 22.5
 AK5567
 AK5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5567!SPC FL E     -   1.00000309  x   0.99996337  =   0.99996646
 AK5567!UTM  17      -   1.00000309  x   0.99962218  =   0.99962526
 AK5567
 AK5567:                Primary Azimuth Mark                     Grid Az
 AK5567:SPC FL E     -  EIGHTEEN B                               076 27 20.1
 AK5567:UTM  17      -  EIGHTEEN B                               076 27 20.1
 AK5567
 AK5567|---------------------------------------------------------------------|
 AK5567| PID    Reference Object                     Distance      Geod. Az  |
 AK5567|                                                           dddmmss.s |
 AK5567| AK2449 EIGHTEEN B                          APPROX. 0.5 KM 0763942.6 |
 AK5567| AK2469 SEVENTEEN A                         209.556 METERS 11315     |
 AK5567| AK5557 17 A TARGET BOARD                   201.291 METERS 11705     |
 AK5567| AK2467 SEVENTEEN B                         265.388 METERS 15348     |
 AK5567|---------------------------------------------------------------------|
 AK5567
 AK5567                          SUPERSEDED SURVEY CONTROL
 AK5567
 AK5567  NAD 83(1986)-  28 26 52.85330(N)    080 34 01.26833(W) AD(       ) 2
 AK5567  NAD 27      -  28 26 51.84640(N)    080 34 02.08152(W) AD(       ) 2
 AK5567
 AK5567.Superseded values are not recommended for survey control.
 AK5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5567.See file dsdata.txt to determine how the superseded data were derived.
 AK5567
 AK5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4239546909(NAD 83)
 AK5567_MARKER: Z = SEE DESCRIPTION
 AK5567_SETTING: 0 = UNSPECIFIED SETTING
 AK5567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5567
 AK5567  HISTORY     - Date     Condition        Report By
 AK5567  HISTORY     - 1957     MONUMENTED       CGS
 AK5567
 AK5567                          STATION DESCRIPTION
 AK5567
 AK5567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5567'SEE STATION SEVENTEEN A
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5572 ***********************************************************************
 AK5572  DESIGNATION -  AZ THEODOLITE PAD 18 B
 AK5572  PID         -  AK5572
 AK5572  STATE/COUNTY-  FL/BREVARD
 AK5572  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5572
 AK5572                         *CURRENT SURVEY CONTROL
 AK5572  ___________________________________________________________________
 AK5572* NAD 83(1990)-  28 26 59.45802(N)    080 33 50.00159(W)     ADJUSTED  
 AK5572* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AK5572  ___________________________________________________________________
 AK5572  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AK5572  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5572
 AK5572  HORZ ORDER  -  SECOND
 AK5572
 AK5572.The horizontal coordinates were established by classical geodetic methods
 AK5572.and adjusted by the National Geodetic Survey in May 1991..
 AK5572
 AK5572.The orthometric height was scaled from a topographic map.
 AK5572
 AK5572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5572
 AK5572.The geoid height was determined by GEOID03.
 AK5572
 AK5572;                    North         East     Units Scale Factor Converg.
 AK5572;SPC FL E     -   456,137.204   242,714.913   MT  0.99996369   +0 12 27.9
 AK5572;SPC FL E     - 1,496,510.14    796,307.18   sFT  0.99996369   +0 12 27.9
 AK5572;UTM  17      - 3,147,113.554   542,700.339   MT  0.99962250   +0 12 27.9
 AK5572
 AK5572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5572!SPC FL E     -   1.00000403  x   0.99996369  =   0.99996772
 AK5572!UTM  17      -   1.00000403  x   0.99962250  =   0.99962653
 AK5572
 AK5572|---------------------------------------------------------------------|
 AK5572| PID    Reference Object                     Distance      Geod. Az  |
 AK5572|                                                           dddmmss.s |
 AK5572| AK5677 18 B TARGET BOARD                   205.990 METERS 11400     |
 AK5572| AK2449 EIGHTEEN B                          205.596 METERS 11457     |
 AK5572| AK2381 DAREA                               APPROX. 1.4 KM 3201142.8 |
 AK5572|---------------------------------------------------------------------|
 AK5572
 AK5572                          SUPERSEDED SURVEY CONTROL
 AK5572
 AK5572  NAD 83(1986)-  28 26 59.46416(N)    080 33 50.01486(W) AD(       ) 2
 AK5572  NAD 27      -  28 26 58.45775(N)    080 33 50.82833(W) AD(       ) 2
 AK5572
 AK5572.Superseded values are not recommended for survey control.
 AK5572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5572.See file dsdata.txt to determine how the superseded data were derived.
 AK5572
 AK5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4270047114(NAD 83)
 AK5572_MARKER: Z = SEE DESCRIPTION
 AK5572_SETTING: 0 = UNSPECIFIED SETTING
 AK5572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5572
 AK5572  HISTORY     - Date     Condition        Report By
 AK5572  HISTORY     - 1958     MONUMENTED       CGS
 AK5572
 AK5572                          STATION DESCRIPTION
 AK5572
 AK5572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK5572'SEE STATION EIGHTEEN B
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5646 ***********************************************************************
 AK5646  DESIGNATION -  AZ THEODOLITE PAD 15
 AK5646  PID         -  AK5646
 AK5646  STATE/COUNTY-  FL/BREVARD
 AK5646  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5646
 AK5646                         *CURRENT SURVEY CONTROL
 AK5646  ___________________________________________________________________
 AK5646* NAD 83(1990)-  28 29 47.34764(N)    080 32 54.82992(W)     ADJUSTED  
 AK5646* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AK5646  ___________________________________________________________________
 AK5646  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AK5646  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5646
 AK5646  HORZ ORDER  -  SECOND
 AK5646
 AK5646.The horizontal coordinates were established by classical geodetic methods
 AK5646.and adjusted by the National Geodetic Survey in May 1991..
 AK5646
 AK5646.The orthometric height was scaled from a topographic map.
 AK5646
 AK5646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5646
 AK5646.The geoid height was determined by GEOID03.
 AK5646
 AK5646;                    North         East     Units Scale Factor Converg.
 AK5646;SPC FL E     -   461,311.061   244,196.570   MT  0.99996527   +0 12 55.4
 AK5646;SPC FL E     - 1,513,484.71    801,168.25   sFT  0.99996527   +0 12 55.4
 AK5646;UTM  17      - 3,152,285.646   544,181.490   MT  0.99962409   +0 12 55.4
 AK5646
 AK5646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5646!SPC FL E     -   1.00000324  x   0.99996527  =   0.99996851
 AK5646!UTM  17      -   1.00000324  x   0.99962409  =   0.99962733
 AK5646
 AK5646|---------------------------------------------------------------------|
 AK5646| PID    Reference Object                     Distance      Geod. Az  |
 AK5646|                                                           dddmmss.s |
 AK5646| AK2206 FIFTEEN RM 1                         74.131 METERS 24815     |
 AK5646| AK2205 FIFTEEN                              77.867 METERS 25204     |
 AK5646| AK5645 STAND 15 1958                        81.148 METERS 26513     |
 AK5646| AK2209 PAT                                 APPROX. 2.4 KM 2712545.7 |
 AK5646|---------------------------------------------------------------------|
 AK5646
 AK5646                          SUPERSEDED SURVEY CONTROL
 AK5646
 AK5646  NAD 83(1986)-  28 29 47.35355(N)    080 32 54.84316(W) AD(       ) 2
 AK5646  NAD 27      -  28 29 46.35637(N)    080 32 55.66146(W) AD(       ) 2
 AK5646
 AK5646.Superseded values are not recommended for survey control.
 AK5646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5646.See file dsdata.txt to determine how the superseded data were derived.
 AK5646
 AK5646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4418152286(NAD 83)
 AK5646_MARKER: Z = SEE DESCRIPTION
 AK5646_SETTING: 0 = UNSPECIFIED SETTING
 AK5646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5646
 AK5646  HISTORY     - Date     Condition        Report By
 AK5646  HISTORY     - 1958     MONUMENTED       CGS
 AK5646
 AK5646                          STATION DESCRIPTION
 AK5646
 AK5646'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK5646'SEE STATION FIFTEEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6132 ***********************************************************************
 AK6132  DESIGNATION -  AZ THEODOLITE PAD 16
 AK6132  PID         -  AK6132
 AK6132  STATE/COUNTY-  FL/BREVARD
 AK6132  USGS QUAD   -  FALSE CAPE (1984)
 AK6132
 AK6132                         *CURRENT SURVEY CONTROL
 AK6132  ___________________________________________________________________
 AK6132* NAD 83(1990)-  28 30 06.35329(N)    080 33 03.66190(W)     ADJUSTED  
 AK6132* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK6132  ___________________________________________________________________
 AK6132  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AK6132  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK6132
 AK6132  HORZ ORDER  -  SECOND
 AK6132
 AK6132.The horizontal coordinates were established by classical geodetic methods
 AK6132.and adjusted by the National Geodetic Survey in May 1991..
 AK6132
 AK6132.The orthometric height was scaled from a topographic map.
 AK6132
 AK6132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6132
 AK6132.The geoid height was determined by GEOID03.
 AK6132
 AK6132;                    North         East     Units Scale Factor Converg.
 AK6132;SPC FL E     -   461,895.234   243,954.193   MT  0.99996501   +0 12 51.3
 AK6132;SPC FL E     - 1,515,401.28    800,373.05   sFT  0.99996501   +0 12 51.3
 AK6132;UTM  17      - 3,152,869.618   543,939.196   MT  0.99962383   +0 12 51.3
 AK6132
 AK6132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6132!SPC FL E     -   1.00000308  x   0.99996501  =   0.99996809
 AK6132!UTM  17      -   1.00000308  x   0.99962383  =   0.99962691
 AK6132
 AK6132                          SUPERSEDED SURVEY CONTROL
 AK6132
 AK6132  NAD 83(1986)-  28 30 06.35913(N)    080 33 03.67526(W) AD(       ) 2
 AK6132  NAD 27      -  28 30 05.36292(N)    080 33 04.49387(W) AD(       ) 2
 AK6132
 AK6132.Superseded values are not recommended for survey control.
 AK6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6132.See file dsdata.txt to determine how the superseded data were derived.
 AK6132
 AK6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4393952870(NAD 83)
 AK6132_MARKER: Z = SEE DESCRIPTION
 AK6132_SETTING: 0 = UNSPECIFIED SETTING
 AK6132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6132
 AK6132  HISTORY     - Date     Condition        Report By
 AK6132  HISTORY     - 1958     MONUMENTED       CGS
 AK6132
 AK6132                          STATION DESCRIPTION
 AK6132
 AK6132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK6132'SEE STATION SIXTEEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6135 ***********************************************************************
 AK6135  DESIGNATION -  AZ THEODOLITE PAD 19
 AK6135  PID         -  AK6135
 AK6135  STATE/COUNTY-  FL/BREVARD
 AK6135  USGS QUAD   -  FALSE CAPE (1984)
 AK6135
 AK6135                         *CURRENT SURVEY CONTROL
 AK6135  ___________________________________________________________________
 AK6135* NAD 83(1990)-  28 30 25.36302(N)    080 33 12.49860(W)     ADJUSTED  
 AK6135* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK6135  ___________________________________________________________________
 AK6135  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AK6135  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK6135
 AK6135  HORZ ORDER  -  SECOND
 AK6135
 AK6135.The horizontal coordinates were established by classical geodetic methods
 AK6135.and adjusted by the National Geodetic Survey in May 1991..
 AK6135
 AK6135.The orthometric height was scaled from a topographic map.
 AK6135
 AK6135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6135
 AK6135.The geoid height was determined by GEOID03.
 AK6135
 AK6135;                    North         East     Units Scale Factor Converg.
 AK6135;SPC FL E     -   462,479.536   243,711.712   MT  0.99996475   +0 12 47.2
 AK6135;SPC FL E     - 1,517,318.28    799,577.51   sFT  0.99996475   +0 12 47.2
 AK6135;UTM  17      - 3,153,453.721   543,696.797   MT  0.99962356   +0 12 47.2
 AK6135
 AK6135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6135!SPC FL E     -   1.00000308  x   0.99996475  =   0.99996783
 AK6135!UTM  17      -   1.00000308  x   0.99962356  =   0.99962664
 AK6135
 AK6135:                Primary Azimuth Mark                     Grid Az
 AK6135:SPC FL E     -  CAPE CANAVERAL LIGHTHOUSE 1934           169 02 53.6
 AK6135:UTM  17      -  CAPE CANAVERAL LIGHTHOUSE 1934           169 02 53.6
 AK6135
 AK6135|---------------------------------------------------------------------|
 AK6135| PID    Reference Object                     Distance      Geod. Az  |
 AK6135|                                                           dddmmss.s |
 AK6135| AK5500 CAPE CANAVERAL LIGHTHOUSE 1934      APPROX. 5.3 KM 1691540.8 |
 AK6135| AK1332 NINETEEN RM 2                        82.112 METERS 24336     |
 AK6135| AK1331 NINETEEN                             78.236 METERS 25038     |
 AK6135| AK6134 STAND 19                             81.141 METERS 26512     |
 AK6135|---------------------------------------------------------------------|
 AK6135
 AK6135                          SUPERSEDED SURVEY CONTROL
 AK6135
 AK6135  NAD 83(1986)-  28 30 25.36891(N)    080 33 12.51182(W) AD(       ) 2
 AK6135  NAD 27      -  28 30 24.37351(N)    080 33 13.33094(W) AD(       ) 2
 AK6135
 AK6135.Superseded values are not recommended for survey control.
 AK6135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6135.See file dsdata.txt to determine how the superseded data were derived.
 AK6135
 AK6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4369753454(NAD 83)
 AK6135_MARKER: Z = SEE DESCRIPTION
 AK6135_SETTING: 0 = UNSPECIFIED SETTING
 AK6135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6135
 AK6135  HISTORY     - Date     Condition        Report By
 AK6135  HISTORY     - 1958     MONUMENTED       CGS
 AK6135
 AK6135                          STATION DESCRIPTION
 AK6135
 AK6135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK6135'SEE STATION NINETEEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6137 ***********************************************************************
 AK6137  DESIGNATION -  AZ THEODOLITE PAD 20
 AK6137  PID         -  AK6137
 AK6137  STATE/COUNTY-  FL/BREVARD
 AK6137  USGS QUAD   -  FALSE CAPE (1984)
 AK6137
 AK6137                         *CURRENT SURVEY CONTROL
 AK6137  ___________________________________________________________________
 AK6137* NAD 83(1990)-  28 30 44.36201(N)    080 33 21.32814(W)     ADJUSTED  
 AK6137* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AK6137  ___________________________________________________________________
 AK6137  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AK6137  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK6137
 AK6137  HORZ ORDER  -  SECOND
 AK6137
 AK6137.The horizontal coordinates were established by classical geodetic methods
 AK6137.and adjusted by the National Geodetic Survey in May 1991..
 AK6137
 AK6137.The orthometric height was scaled from a topographic map.
 AK6137
 AK6137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6137
 AK6137.The geoid height was determined by GEOID03.
 AK6137
 AK6137;                    North         East     Units Scale Factor Converg.
 AK6137;SPC FL E     -   463,063.513   243,469.450   MT  0.99996449   +0 12 43.1
 AK6137;SPC FL E     - 1,519,234.21    798,782.69   sFT  0.99996449   +0 12 43.1
 AK6137;UTM  17      - 3,154,037.500   543,454.618   MT  0.99962330   +0 12 43.1
 AK6137
 AK6137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6137!SPC FL E     -   1.00000308  x   0.99996449  =   0.99996757
 AK6137!UTM  17      -   1.00000308  x   0.99962330  =   0.99962638
 AK6137
 AK6137:                Primary Azimuth Mark                     Grid Az
 AK6137:SPC FL E     -  AIR                                      181 02 38.1
 AK6137:UTM  17      -  AIR                                      181 02 38.1
 AK6137
 AK6137|---------------------------------------------------------------------|
 AK6137| PID    Reference Object                     Distance      Geod. Az  |
 AK6137|                                                           dddmmss.s |
 AK6137| AK2318 AIR                                 APPROX. 3.8 KM 1811521.2 |
 AK6137| AK6136 TWENTY RM 2 1958                     87.308 METERS 23535     |
 AK6137| AK1315 TWENTY                               77.345 METERS 25057     |
 AK6137| AK1316 TWENTY RM 1                          74.234 METERS 26513     |
 AK6137| AK6217 STAND 20                             81.141 METERS 26514     |
 AK6137|---------------------------------------------------------------------|
 AK6137
 AK6137                          SUPERSEDED SURVEY CONTROL
 AK6137
 AK6137  NAD 83(1986)-  28 30 44.36790(N)    080 33 21.34117(W) AD(       ) 2
 AK6137  NAD 27      -  28 30 43.37312(N)    080 33 22.16152(W) AD(       ) 2
 AK6137
 AK6137.Superseded values are not recommended for survey control.
 AK6137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6137.See file dsdata.txt to determine how the superseded data were derived.
 AK6137
 AK6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4345554037(NAD 83)
 AK6137_MARKER: Z = SEE DESCRIPTION
 AK6137_SETTING: 0 = UNSPECIFIED SETTING
 AK6137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6137
 AK6137  HISTORY     - Date     Condition        Report By
 AK6137  HISTORY     - 1959     MONUMENTED       CGS
 AK6137
 AK6137                          STATION DESCRIPTION
 AK6137
 AK6137'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK6137'SEE STATION TWENTY
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6633 ***********************************************************************
 AK6633  DESIGNATION -  AZALEA PARK UTIL WATER TANK
 AK6633  PID         -  AK6633
 AK6633  STATE/COUNTY-  FL/ORANGE
 AK6633  USGS QUAD   -  ORLANDO EAST (1980)
 AK6633
 AK6633                         *CURRENT SURVEY CONTROL
 AK6633  ___________________________________________________________________
 AK6633* NAD 83(1990)-  28 32 05.01890(N)    081 17 23.01776(W)     ADJUSTED  
 AK6633* NAVD 88     -                                                        
 AK6633  ___________________________________________________________________
 AK6633  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AK6633  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AK6633
 AK6633  HORZ ORDER  -  THIRD
 AK6633
 AK6633.The horizontal coordinates were established by classical geodetic methods
 AK6633.and adjusted by the National Geodetic Survey in May 1991..
 AK6633
 AK6633
 AK6633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6633
 AK6633.The geoid height was determined by GEOID03.
 AK6633
 AK6633;                    North         East     Units Scale Factor Converg.
 AK6633;SPC FL E     -   465,500.266   171,645.413   MT  0.99995109   -0 08 18.2
 AK6633;SPC FL E     - 1,527,228.79    563,139.99   sFT  0.99995109   -0 08 18.2
 AK6633;UTM  17      - 3,156,473.421   471,655.088   MT  0.99960992   -0 08 18.2
 AK6633
 AK6633                          SUPERSEDED SURVEY CONTROL
 AK6633
 AK6633  NAD 83(1986)-  28 32 05.02635(N)    081 17 23.03234(W) AD(       ) 4
 AK6633  NAD 27      -  28 32 04.01844(N)    081 17 23.78729(W) AD(       ) 3
 AK6633
 AK6633.Superseded values are not recommended for survey control.
 AK6633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6633.See file dsdata.txt to determine how the superseded data were derived.
 AK6633
 AK6633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7165556473(NAD 83)
 AK6633_MARKER: 53 = ELEVATED TANK
 AK6633
 AK6633  HISTORY     - Date     Condition        Report By
 AK6633  HISTORY     - 1960     FIRST OBSERVED   CGS
 AK6633  HISTORY     - 1986     GOOD             USPSQD
 AK6633  HISTORY     - 1987     GOOD             USPSQD
 AK6633
 AK6633                          STATION DESCRIPTION
 AK6633
 AK6633'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6633'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK
 AK6633'IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH A RED
 AK6633'LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE TANK IS ABOUT 100
 AK6633'FEET.
 AK6633'
 AK6633'THE TANK IS LOCATED IN THE SOUTHWEST EDGE OF THE SMALL COMMUNITY
 AK6633'KNOWN AS AZALEA PARK.  IT IS OWNED AND OPERATED BY THE AZALEA
 AK6633'PARK UTILITIES.
 AK6633
 AK6633                          STATION RECOVERY (1986)
 AK6633
 AK6633'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AK6633'RECOVERED IN GOOD CONDITION.
 AK6633
 AK6633                          STATION RECOVERY (1987)
 AK6633
 AK6633'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK6633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7553 ***********************************************************************
 AE7553  DESIGNATION -  AZIMUTH A088
 AE7553  PID         -  AE7553
 AE7553  STATE/COUNTY-  FL/ALACHUA
 AE7553  USGS QUAD   -  MONTEOCHA (1993)
 AE7553
 AE7553                         *CURRENT SURVEY CONTROL
 AE7553  ___________________________________________________________________
 AE7553* NAD 83(1999)-  29 50 12.74717(N)    082 15 04.23946(W)     ADJUSTED  
 AE7553* NAVD 88     -        44.1    (meters)     145.     (feet)  GPS OBS   
 AE7553  ___________________________________________________________________
 AE7553  X           -     746,595.897 (meters)                     COMP
 AE7553  Y           -  -5,486,726.878 (meters)                     COMP
 AE7553  Z           -   3,154,708.886 (meters)                     COMP
 AE7553  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AE7553  ELLIP HEIGHT-          16.18  (meters)          (05/31/01) GPS OBS
 AE7553  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AE7553
 AE7553  HORZ ORDER  -  FIRST
 AE7553  ELLP ORDER  -  FOURTH    CLASS I
 AE7553
 AE7553.The horizontal coordinates were established by GPS observations
 AE7553.and adjusted by the National Geodetic Survey in May 2001..
 AE7553
 AE7553.The orthometric height was determined by GPS observations and a
 AE7553.high-resolution geoid model.
 AE7553
 AE7553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7553
 AE7553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7553
 AE7553.The ellipsoidal height was determined by GPS observations
 AE7553.and is referenced to NAD 83.
 AE7553
 AE7553.The geoid height was determined by GEOID03.
 AE7553
 AE7553;                    North         East     Units Scale Factor Converg.
 AE7553;SPC FL N     -    94,908.488   817,312.789   MT  0.99996495   +1 07 48.3
 AE7553;SPC FL N     -   311,378.93  2,681,467.04   sFT  0.99996495   +1 07 48.3
 AE7553;UTM  17      - 3,301,366.619   379,125.055   MT  0.99978027   -0 37 21.3
 AE7553
 AE7553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7553!SPC FL N     -   0.99999746  x   0.99996495  =   0.99996241
 AE7553!UTM  17      -   0.99999746  x   0.99978027  =   0.99977773
 AE7553
 AE7553:                Primary Azimuth Mark                     Grid Az
 AE7553:SPC FL N     -  A 087                                    083 14 33.4
 AE7553:UTM  17      -  A 087                                    084 59 43.0
 AE7553
 AE7553|---------------------------------------------------------------------|
 AE7553| PID    Reference Object                     Distance      Geod. Az  |
 AE7553|                                                           dddmmss.s |
 AE7553| AR1754 A 087                               APPROX. 0.5 KM 0842221.7 |
 AE7553|---------------------------------------------------------------------|
 AE7553
 AE7553                          SUPERSEDED SURVEY CONTROL
 AE7553
 AE7553  NAD 83(1990)-  29 50 12.74597(N)    082 15 04.23944(W) AD(       ) 1
 AE7553  ELLIP H (03/20/98)   16.21   (m)                       GP(       ) 3 1
 AE7553
 AE7553.Superseded values are not recommended for survey control.
 AE7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7553.See file dsdata.txt to determine how the superseded data were derived.
 AE7553
 AE7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7912501367(NAD 83)
 AE7553_MARKER: DD = SURVEY DISK
 AE7553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE7553_STAMPING: AZIMUTH A088
 AE7553_MARK LOGO: FL-001
 AE7553_PROJECTION: FLUSH
 AE7553_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7553+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AE7553_ROD/PIPE-DEPTH:  7.3 meters
 AE7553
 AE7553  HISTORY     - Date     Condition        Report By
 AE7553  HISTORY     - 1988     MONUMENTED       PMC
 AE7553
 AE7553                          STATION DESCRIPTION
 AE7553
 AE7553'DESCRIBED BY PERRY C MCGRIFF COMPANY 1988
 AE7553'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AE7553'ALACHUA COUNTY ROAD 225, PROCEED WEST ON ALACHUA COUNTY ROAD 225 FOR
 AE7553'5.05 MI (8.13 KM) TO THE STATION ON THE LEFT, AN ALUMINUM ALACHUA
 AE7553'COUNTY GIS DISC SET IN THE TOP OF AN ALUMINUM ROD ENCASED IN A 6-INCH
 AE7553'PVC SLEEVE FLUSH WITH THE GROUND.  THE STATION IS 48.7 FT (14.8 M)
 AE7553'SOUTH OF THE CENTERLINE OF ALACHUA COUNTY ROAD 225, 1 FT (0.3 M) NORTH
 AE7553'OF A HOG WIRE FENCE AND 2 FT (0.6 M) EAST OF A CARSONITE WITNESS
 AE7553'POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN A POWER POLE,
 AE7553'NORTH 11 DEGREES EAST AT 94.4 FT (28.8 M) -  NAIL AND DISC (LB4514) ,
 AE7553'SET IN A GUY POLE, NORTH 60 DEGREES EAST AT 8.51 FT (2.59 M) -  NAIL
 AE7553'AND DISC (LB4514) , SET IN A 14-INCH PINE TREE, NORTH 46 DEGREES WEST
 AE7553'AT 143.9 FT (43.9 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2429 ***********************************************************************
 AK2429  DESIGNATION -  AZR 31 107 10
 AK2429  PID         -  AK2429
 AK2429  STATE/COUNTY-  FL/BREVARD
 AK2429  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2429
 AK2429                         *CURRENT SURVEY CONTROL
 AK2429  ___________________________________________________________________
 AK2429* NAD 83(1986)-  28 27 09.     (N)    080 33 18.     (W)     SCALED    
 AK2429* NAVD 88     -         3.752  (meters)      12.31   (feet)  ADJUSTED  
 AK2429  ___________________________________________________________________
 AK2429  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2429  DYNAMIC HT  -           3.747 (meters)      12.29  (feet)  COMP
 AK2429  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2429
 AK2429  VERT ORDER  -  FIRST     CLASS II
 AK2429
 AK2429.The horizontal coordinates were scaled from a topographic map and have
 AK2429.an estimated accuracy of +/- 6 seconds.
 AK2429
 AK2429.The orthometric height was determined by differential leveling
 AK2429.and adjusted by the National Geodetic Survey in June 1991..
 AK2429
 AK2429.The geoid height was determined by GEOID03.
 AK2429
 AK2429.The dynamic height is computed by dividing the NAVD 88
 AK2429.geopotential number by the normal gravity value computed on the
 AK2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2429.degrees latitude (g = 980.6199 gals.).
 AK2429
 AK2429.The modeled gravity was interpolated from observed gravity values.
 AK2429
 AK2429;                    North         East    Units  Estimated Accuracy
 AK2429;SPC FL E     -   456,430.      243,590.      MT  (+/- 180 meters Scaled)
 AK2429
 AK2429                          SUPERSEDED SURVEY CONTROL
 AK2429
 AK2429  NGVD 29 (??/??/92)    4.134  (m)           13.56   (f) ADJ UNCH    1 2
 AK2429
 AK2429.Superseded values are not recommended for survey control.
 AK2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2429.See file dsdata.txt to determine how the superseded data were derived.
 AK2429
 AK2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2429_MARKER: DB = BENCH MARK DISK
 AK2429_SETTING: 0 = UNSPECIFIED SETTING
 AK2429_STAMPING: AZR 31-107-10
 AK2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2429
 AK2429  HISTORY     - Date     Condition        Report By
 AK2429  HISTORY     - UNK      MONUMENTED       CGS
 AK2429  HISTORY     - 1961     GOOD             NGS
 AK2429  HISTORY     - 1962     GOOD             NGS
 AK2429
 AK2429                          STATION DESCRIPTION
 AK2429
 AK2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2429'AT CAPE CANAVERAL.
 AK2429'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER,
 AK2429'ABOUT 3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT
 AK2429'THE MINUTEMAN LAUNCH COMPLEX, AND 10 FEET EAST OF THE CENTER
 AK2429'OF SILO 31.
 AK2429
 AK2429                          STATION RECOVERY (1962)
 AK2429
 AK2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AK2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2399 ***********************************************************************
 AK2399  DESIGNATION -  AZR 31 107 25
 AK2399  PID         -  AK2399
 AK2399  STATE/COUNTY-  FL/BREVARD
 AK2399  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2399
 AK2399                         *CURRENT SURVEY CONTROL
 AK2399  ___________________________________________________________________
 AK2399* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2399* NAVD 88     -         3.534  (meters)      11.59   (feet)  ADJUSTED  
 AK2399  ___________________________________________________________________
 AK2399  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2399  DYNAMIC HT  -           3.529 (meters)      11.58  (feet)  COMP
 AK2399  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2399
 AK2399  VERT ORDER  -  FIRST     CLASS II
 AK2399
 AK2399.The horizontal coordinates were scaled from a topographic map and have
 AK2399.an estimated accuracy of +/- 6 seconds.
 AK2399
 AK2399.The orthometric height was determined by differential leveling
 AK2399.and adjusted by the National Geodetic Survey in June 1991..
 AK2399
 AK2399.The geoid height was determined by GEOID03.
 AK2399
 AK2399.The dynamic height is computed by dividing the NAVD 88
 AK2399.geopotential number by the normal gravity value computed on the
 AK2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2399.degrees latitude (g = 980.6199 gals.).
 AK2399
 AK2399.The modeled gravity was interpolated from observed gravity values.
 AK2399
 AK2399;                    North         East    Units  Estimated Accuracy
 AK2399;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2399
 AK2399                          SUPERSEDED SURVEY CONTROL
 AK2399
 AK2399  NGVD 29 (??/??/92)    3.924  (m)           12.87   (f) ADJ UNCH    1 2
 AK2399
 AK2399.Superseded values are not recommended for survey control.
 AK2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2399.See file dsdata.txt to determine how the superseded data were derived.
 AK2399
 AK2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2399_MARKER: DB = BENCH MARK DISK
 AK2399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2399_SP_SET: LAUNCH COMPLEX
 AK2399_STAMPING: AZR 31-107-25
 AK2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2399
 AK2399  HISTORY     - Date     Condition        Report By
 AK2399  HISTORY     - UNK      MONUMENTED       NGS
 AK2399  HISTORY     - 1961     GOOD             NGS
 AK2399
 AK2399                          STATION DESCRIPTION
 AK2399
 AK2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2399'AT CAPE CANAVERAL.
 AK2399'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER,
 AK2399'ABOUT 3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT
 AK2399'THE MINUTEMAN LAUNCH COMPLEX, AND 25 FEET EAST OF THE CENTER
 AK2399'OF SILO 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2404 ***********************************************************************
 AK2404  DESIGNATION -  AZR 31 17 10
 AK2404  PID         -  AK2404
 AK2404  STATE/COUNTY-  FL/BREVARD
 AK2404  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2404
 AK2404                         *CURRENT SURVEY CONTROL
 AK2404  ___________________________________________________________________
 AK2404* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2404* NAVD 88     -         3.760  (meters)      12.34   (feet)  ADJUSTED  
 AK2404  ___________________________________________________________________
 AK2404  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2404  DYNAMIC HT  -           3.755 (meters)      12.32  (feet)  COMP
 AK2404  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2404
 AK2404  VERT ORDER  -  FIRST     CLASS II
 AK2404
 AK2404.The horizontal coordinates were scaled from a topographic map and have
 AK2404.an estimated accuracy of +/- 6 seconds.
 AK2404
 AK2404.The orthometric height was determined by differential leveling
 AK2404.and adjusted by the National Geodetic Survey in June 1991..
 AK2404
 AK2404.The geoid height was determined by GEOID03.
 AK2404
 AK2404.The dynamic height is computed by dividing the NAVD 88
 AK2404.geopotential number by the normal gravity value computed on the
 AK2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2404.degrees latitude (g = 980.6199 gals.).
 AK2404
 AK2404.The modeled gravity was interpolated from observed gravity values.
 AK2404
 AK2404;                    North         East    Units  Estimated Accuracy
 AK2404;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2404
 AK2404                          SUPERSEDED SURVEY CONTROL
 AK2404
 AK2404  NGVD 29 (??/??/92)    4.142  (m)           13.59   (f) ADJ UNCH    1 2
 AK2404
 AK2404.Superseded values are not recommended for survey control.
 AK2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2404.See file dsdata.txt to determine how the superseded data were derived.
 AK2404
 AK2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2404_MARKER: DB = BENCH MARK DISK
 AK2404_SETTING: 0 = UNSPECIFIED SETTING
 AK2404_STAMPING: AZR 31-17-10
 AK2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2404
 AK2404  HISTORY     - Date     Condition        Report By
 AK2404  HISTORY     - UNK      MONUMENTED       CGS
 AK2404  HISTORY     - 1961     GOOD             NGS
 AK2404  HISTORY     - 1962     GOOD             NGS
 AK2404
 AK2404                          STATION DESCRIPTION
 AK2404
 AK2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2404'AT CAPE CANAVERAL.
 AK2404'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2404'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2404'MINUTEMAN LAUNCH COMPLEX, AND 10 FEET NORTH OF THE CENTER OF
 AK2404'SILO 31.
 AK2404
 AK2404                          STATION RECOVERY (1962)
 AK2404
 AK2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AK2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2398 ***********************************************************************
 AK2398  DESIGNATION -  AZR 31 17 25
 AK2398  PID         -  AK2398
 AK2398  STATE/COUNTY-  FL/BREVARD
 AK2398  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2398
 AK2398                         *CURRENT SURVEY CONTROL
 AK2398  ___________________________________________________________________
 AK2398* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2398* NAVD 88     -         3.514  (meters)      11.53   (feet)  ADJUSTED  
 AK2398  ___________________________________________________________________
 AK2398  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2398  DYNAMIC HT  -           3.509 (meters)      11.51  (feet)  COMP
 AK2398  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2398
 AK2398  VERT ORDER  -  FIRST     CLASS II
 AK2398
 AK2398.The horizontal coordinates were scaled from a topographic map and have
 AK2398.an estimated accuracy of +/- 6 seconds.
 AK2398
 AK2398.The orthometric height was determined by differential leveling
 AK2398.and adjusted by the National Geodetic Survey in June 1991..
 AK2398
 AK2398.The geoid height was determined by GEOID03.
 AK2398
 AK2398.The dynamic height is computed by dividing the NAVD 88
 AK2398.geopotential number by the normal gravity value computed on the
 AK2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2398.degrees latitude (g = 980.6199 gals.).
 AK2398
 AK2398.The modeled gravity was interpolated from observed gravity values.
 AK2398
 AK2398;                    North         East    Units  Estimated Accuracy
 AK2398;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2398
 AK2398                          SUPERSEDED SURVEY CONTROL
 AK2398
 AK2398  NGVD 29 (??/??/92)    3.901  (m)           12.80   (f) ADJ UNCH    1 2
 AK2398
 AK2398.Superseded values are not recommended for survey control.
 AK2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2398.See file dsdata.txt to determine how the superseded data were derived.
 AK2398
 AK2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2398_MARKER: DB = BENCH MARK DISK
 AK2398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2398_SP_SET: LAUNCH COMPLEX
 AK2398_STAMPING: AZR 31-17-25
 AK2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2398
 AK2398  HISTORY     - Date     Condition        Report By
 AK2398  HISTORY     - UNK      MONUMENTED       NGS
 AK2398  HISTORY     - 1961     GOOD             NGS
 AK2398
 AK2398                          STATION DESCRIPTION
 AK2398
 AK2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2398'AT CAPE CANAVERAL.
 AK2398'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2398'3.5 MILES NORTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2398'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET NORTH OF THE CENTER OF
 AK2398'SILO 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2430 ***********************************************************************
 AK2430  DESIGNATION -  AZR 31 197 10
 AK2430  PID         -  AK2430
 AK2430  STATE/COUNTY-  FL/BREVARD
 AK2430  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2430
 AK2430                         *CURRENT SURVEY CONTROL
 AK2430  ___________________________________________________________________
 AK2430* NAD 83(1986)-  28 27 09.     (N)    080 33 18.     (W)     SCALED    
 AK2430* NAVD 88     -         3.757  (meters)      12.33   (feet)  ADJUSTED  
 AK2430  ___________________________________________________________________
 AK2430  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2430  DYNAMIC HT  -           3.751 (meters)      12.31  (feet)  COMP
 AK2430  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2430
 AK2430  VERT ORDER  -  FIRST     CLASS II
 AK2430
 AK2430.The horizontal coordinates were scaled from a topographic map and have
 AK2430.an estimated accuracy of +/- 6 seconds.
 AK2430
 AK2430.The orthometric height was determined by differential leveling
 AK2430.and adjusted by the National Geodetic Survey in June 1991..
 AK2430
 AK2430.The geoid height was determined by GEOID03.
 AK2430
 AK2430.The dynamic height is computed by dividing the NAVD 88
 AK2430.geopotential number by the normal gravity value computed on the
 AK2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2430.degrees latitude (g = 980.6199 gals.).
 AK2430
 AK2430.The modeled gravity was interpolated from observed gravity values.
 AK2430
 AK2430;                    North         East    Units  Estimated Accuracy
 AK2430;SPC FL E     -   456,430.      243,590.      MT  (+/- 180 meters Scaled)
 AK2430
 AK2430                          SUPERSEDED SURVEY CONTROL
 AK2430
 AK2430  NGVD 29 (??/??/92)    4.139  (m)           13.58   (f) ADJ UNCH    1 2
 AK2430
 AK2430.Superseded values are not recommended for survey control.
 AK2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2430.See file dsdata.txt to determine how the superseded data were derived.
 AK2430
 AK2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2430_MARKER: DB = BENCH MARK DISK
 AK2430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2430_SP_SET: LAUNCH COMPLEX
 AK2430_STAMPING: AZR 31-197-10
 AK2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2430
 AK2430  HISTORY     - Date     Condition        Report By
 AK2430  HISTORY     - UNK      MONUMENTED       CGS
 AK2430  HISTORY     - 1961     GOOD             NGS
 AK2430  HISTORY     - 1962     GOOD             NGS
 AK2430
 AK2430                          STATION DESCRIPTION
 AK2430
 AK2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2430'AT CAPE CANAVERAL.
 AK2430'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2430'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2430'MINUTEMAN LAUNCH COMPLEX, AND 10 FEET SOUTH OF THE CENTER OF
 AK2430'SILO 31.
 AK2430
 AK2430                          STATION RECOVERY (1962)
 AK2430
 AK2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AK2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2463 ***********************************************************************
 AK2463  DESIGNATION -  AZR 31 197 25
 AK2463  PID         -  AK2463
 AK2463  STATE/COUNTY-  FL/BREVARD
 AK2463  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2463
 AK2463                         *CURRENT SURVEY CONTROL
 AK2463  ___________________________________________________________________
 AK2463* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2463* NAVD 88     -         3.514  (meters)      11.53   (feet)  ADJUSTED  
 AK2463  ___________________________________________________________________
 AK2463  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2463  DYNAMIC HT  -           3.509 (meters)      11.51  (feet)  COMP
 AK2463  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2463
 AK2463  VERT ORDER  -  FIRST     CLASS II
 AK2463
 AK2463.The horizontal coordinates were scaled from a topographic map and have
 AK2463.an estimated accuracy of +/- 6 seconds.
 AK2463
 AK2463.The orthometric height was determined by differential leveling
 AK2463.and adjusted by the National Geodetic Survey in June 1991..
 AK2463
 AK2463.The geoid height was determined by GEOID03.
 AK2463
 AK2463.The dynamic height is computed by dividing the NAVD 88
 AK2463.geopotential number by the normal gravity value computed on the
 AK2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2463.degrees latitude (g = 980.6199 gals.).
 AK2463
 AK2463.The modeled gravity was interpolated from observed gravity values.
 AK2463
 AK2463;                    North         East    Units  Estimated Accuracy
 AK2463;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2463
 AK2463                          SUPERSEDED SURVEY CONTROL
 AK2463
 AK2463  NGVD 29 (??/??/92)    3.901  (m)           12.80   (f) ADJ UNCH    1 2
 AK2463
 AK2463.Superseded values are not recommended for survey control.
 AK2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2463.See file dsdata.txt to determine how the superseded data were derived.
 AK2463
 AK2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2463_MARKER: DB = BENCH MARK DISK
 AK2463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2463_SP_SET: LAUNCH COMPLEX
 AK2463_STAMPING: AZR 31-197-25
 AK2463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2463
 AK2463  HISTORY     - Date     Condition        Report By
 AK2463  HISTORY     - UNK      MONUMENTED       NGS
 AK2463  HISTORY     - 1961     GOOD             NGS
 AK2463
 AK2463                          STATION DESCRIPTION
 AK2463
 AK2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2463'AT CAPE CANAVERAL.
 AK2463'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2463'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2463'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET SOUTH OF THE CENTER OF
 AK2463'SILO 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2405 ***********************************************************************
 AK2405  DESIGNATION -  AZR 31 287 10
 AK2405  PID         -  AK2405
 AK2405  STATE/COUNTY-  FL/BREVARD
 AK2405  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2405
 AK2405                         *CURRENT SURVEY CONTROL
 AK2405  ___________________________________________________________________
 AK2405* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2405* NAVD 88     -         3.762  (meters)      12.34   (feet)  ADJUSTED  
 AK2405  ___________________________________________________________________
 AK2405  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2405  DYNAMIC HT  -           3.757 (meters)      12.33  (feet)  COMP
 AK2405  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2405
 AK2405  VERT ORDER  -  FIRST     CLASS II
 AK2405
 AK2405.The horizontal coordinates were scaled from a topographic map and have
 AK2405.an estimated accuracy of +/- 6 seconds.
 AK2405
 AK2405.The orthometric height was determined by differential leveling
 AK2405.and adjusted by the National Geodetic Survey in June 1991..
 AK2405
 AK2405.The geoid height was determined by GEOID03.
 AK2405
 AK2405.The dynamic height is computed by dividing the NAVD 88
 AK2405.geopotential number by the normal gravity value computed on the
 AK2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2405.degrees latitude (g = 980.6199 gals.).
 AK2405
 AK2405.The modeled gravity was interpolated from observed gravity values.
 AK2405
 AK2405;                    North         East    Units  Estimated Accuracy
 AK2405;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2405
 AK2405                          SUPERSEDED SURVEY CONTROL
 AK2405
 AK2405  NGVD 29 (??/??/92)    4.146  (m)           13.60   (f) ADJ UNCH    1 2
 AK2405
 AK2405.Superseded values are not recommended for survey control.
 AK2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2405.See file dsdata.txt to determine how the superseded data were derived.
 AK2405
 AK2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2405_MARKER: DB = BENCH MARK DISK
 AK2405_SETTING: 0 = UNSPECIFIED SETTING
 AK2405_STAMPING: AZR 31-287-10
 AK2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2405
 AK2405  HISTORY     - Date     Condition        Report By
 AK2405  HISTORY     - UNK      MONUMENTED       CGS
 AK2405  HISTORY     - 1961     GOOD             NGS
 AK2405  HISTORY     - 1962     GOOD             NGS
 AK2405
 AK2405                          STATION DESCRIPTION
 AK2405
 AK2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2405'AT CAPE CANAVERAL.
 AK2405'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2405'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2405'MINUTEMAN LAUNCH COMPLEX, AND 10 FEET WEST OF THE CENTER OF SILO
 AK2405'31.
 AK2405
 AK2405                          STATION RECOVERY (1962)
 AK2405
 AK2405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AK2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2403 ***********************************************************************
 AK2403  DESIGNATION -  AZR 31 287 25
 AK2403  PID         -  AK2403
 AK2403  STATE/COUNTY-  FL/BREVARD
 AK2403  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2403
 AK2403                         *CURRENT SURVEY CONTROL
 AK2403  ___________________________________________________________________
 AK2403* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2403* NAVD 88     -         3.515  (meters)      11.53   (feet)  ADJUSTED  
 AK2403  ___________________________________________________________________
 AK2403  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2403  DYNAMIC HT  -           3.511 (meters)      11.52  (feet)  COMP
 AK2403  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2403
 AK2403  VERT ORDER  -  FIRST     CLASS II
 AK2403
 AK2403.The horizontal coordinates were scaled from a topographic map and have
 AK2403.an estimated accuracy of +/- 6 seconds.
 AK2403
 AK2403.The orthometric height was determined by differential leveling
 AK2403.and adjusted by the National Geodetic Survey in June 1991..
 AK2403
 AK2403.The geoid height was determined by GEOID03.
 AK2403
 AK2403.The dynamic height is computed by dividing the NAVD 88
 AK2403.geopotential number by the normal gravity value computed on the
 AK2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2403.degrees latitude (g = 980.6199 gals.).
 AK2403
 AK2403.The modeled gravity was interpolated from observed gravity values.
 AK2403
 AK2403;                    North         East    Units  Estimated Accuracy
 AK2403;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2403
 AK2403                          SUPERSEDED SURVEY CONTROL
 AK2403
 AK2403  NGVD 29 (??/??/92)    3.902  (m)           12.80   (f) ADJ UNCH    1 2
 AK2403
 AK2403.Superseded values are not recommended for survey control.
 AK2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2403.See file dsdata.txt to determine how the superseded data were derived.
 AK2403
 AK2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2403_MARKER: DB = BENCH MARK DISK
 AK2403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2403_SP_SET: LAUNCH COMPLEX
 AK2403_STAMPING: AZR 31-287-25
 AK2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2403
 AK2403  HISTORY     - Date     Condition        Report By
 AK2403  HISTORY     - UNK      MONUMENTED       NGS
 AK2403  HISTORY     - 1961     GOOD             NGS
 AK2403
 AK2403                          STATION DESCRIPTION
 AK2403
 AK2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK2403'AT CAPE CANAVERAL.
 AK2403'STATION IS LOCATED AT CAP CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2403'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2403'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET WEST OF THE CENTER OF
 AK2403'SILO 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5684 ***********************************************************************
 AK5684  DESIGNATION -  AZR 31 P 1960
 AK5684  PID         -  AK5684
 AK5684  STATE/COUNTY-  FL/BREVARD
 AK5684  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5684
 AK5684                         *CURRENT SURVEY CONTROL
 AK5684  ___________________________________________________________________
 AK5684* NAD 83(1990)-  28 27 01.76049(N)    080 33 24.54440(W)     ADJUSTED  
 AK5684* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AK5684  ___________________________________________________________________
 AK5684  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AK5684  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5684
 AK5684  HORZ ORDER  -  SECOND
 AK5684
 AK5684.The horizontal coordinates were established by classical geodetic methods
 AK5684.and adjusted by the National Geodetic Survey in May 1991..
 AK5684
 AK5684.The orthometric height was scaled from a topographic map.
 AK5684
 AK5684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5684
 AK5684.The geoid height was determined by GEOID03.
 AK5684
 AK5684;                    North         East     Units Scale Factor Converg.
 AK5684;SPC FL E     -   456,210.615   243,407.272   MT  0.99996442   +0 12 40.1
 AK5684;SPC FL E     - 1,496,750.99    798,578.69   sFT  0.99996442   +0 12 40.1
 AK5684;UTM  17      - 3,147,186.939   543,392.462   MT  0.99962324   +0 12 40.1
 AK5684
 AK5684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5684!SPC FL E     -   1.00000403  x   0.99996442  =   0.99996845
 AK5684!UTM  17      -   1.00000403  x   0.99962324  =   0.99962727
 AK5684
 AK5684:                Primary Azimuth Mark                     Grid Az
 AK5684:SPC FL E     -  INDUSTRY                                 045 20 07.7
 AK5684:UTM  17      -  INDUSTRY                                 045 20 07.7
 AK5684
 AK5684|---------------------------------------------------------------------|
 AK5684| PID    Reference Object                     Distance      Geod. Az  |
 AK5684|                                                           dddmmss.s |
 AK5684| AK2378 INDUSTRY                            APPROX. 1.7 KM 0453247.8 |
 AK5684| AK2450 AZR 31 S                            195.331 METERS 05304     |
 AK5684| AK5574 AZR 31 P2 1960                      187.354 METERS 07536     |
 AK5684| AK5577 AZR 31 P1 1960                      146.037 METERS 34243     |
 AK5684|---------------------------------------------------------------------|
 AK5684
 AK5684                          SUPERSEDED SURVEY CONTROL
 AK5684
 AK5684  NAD 83(1986)-  28 27 01.76655(N)    080 33 24.55771(W) AD(       ) 2
 AK5684  NAD 27      -  28 27 00.76072(N)    080 33 25.37163(W) AD(       ) 2
 AK5684
 AK5684.Superseded values are not recommended for survey control.
 AK5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5684.See file dsdata.txt to determine how the superseded data were derived.
 AK5684
 AK5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4339247187(NAD 83)
 AK5684_MARKER: DD = SURVEY DISK
 AK5684_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5684+WITH SETTING: PAVEMENT
 AK5684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5684+STABILITY: SURFACE MOTION
 AK5684
 AK5684  HISTORY     - Date     Condition        Report By
 AK5684  HISTORY     - 1960     MONUMENTED       CGS
 AK5684  HISTORY     - 1960     GOOD             CGS
 AK5684
 AK5684                          STATION DESCRIPTION
 AK5684
 AK5684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LSB)
 AK5684'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT
 AK5684'THE MINUTEMAN COMPLEX.  IT IS IN THE SOUTH ALIGNMENT BUILDING,
 AK5684'10.6 FEET NORTH OF THE SOUTH WALL, 9 FEET NORTHEAST OF THE
 AK5684'CENTER OF THE DOOR, AND 2.4 FEET SOUTH OF THE NORTH WALL.  THE
 AK5684'MARK IS A PLAIN BRASS DISK SET FLUSH WITH THE ISOLATED CONCRETE
 AK5684'PAD AND HAS NO STAMPING.
 AK5684'
 AK5684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK5684
 AK5684                          STATION RECOVERY (1960)
 AK5684
 AK5684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALP)
 AK5684'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK5684'MINUTEMAN AREA, COMPLEX 31.  IT IS IN THE SOUTH ALIGNMENT
 AK5684'BUILDING, 10.6 FEET NORTH OF THE SOUTH WALL, 9 FEET NORTHEAST
 AK5684'OF THE CENTER OF THE DOOR, AND 2.4 FEET SOUTH OF THE NORTH
 AK5684'WALL.  THE MARK IS A PLAIN BRASS DISK SET FLUSH WITH THE
 AK5684'ISOLATED CONCRETE PAD AND HAS NO STAMPING ON IT.
 AK5684'
 AK5684'A TRAVERSE CONNECTION WAS MADE FROM AZR 31 P OFFSET TO THE
 AK5684'INTERSECTION OF THE TWO PERPENDICULAR LINES ON THE DISK AND
 AK5684'THE DISTANCE IS 2.0058 METERS OR 6.581 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5683 ***********************************************************************
 AK5683  DESIGNATION -  AZR 31 P OFFSET 1960
 AK5683  PID         -  AK5683
 AK5683  STATE/COUNTY-  FL/BREVARD
 AK5683  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5683
 AK5683                         *CURRENT SURVEY CONTROL
 AK5683  ___________________________________________________________________
 AK5683* NAD 83(1990)-  28 27 01.71020(N)    080 33 24.59118(W)     ADJUSTED  
 AK5683* NAVD 88     -         2.51   (+/-2cm)       8.2    (feet)  VERTCON   
 AK5683  ___________________________________________________________________
 AK5683  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AK5683  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5683
 AK5683  HORZ ORDER  -  SECOND
 AK5683  VERT ORDER  -  THIRD ? (See Below)
 AK5683
 AK5683.The horizontal coordinates were established by classical geodetic methods
 AK5683.and adjusted by the National Geodetic Survey in May 1991..
 AK5683
 AK5683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5683.The vertical order pertains to the NGVD 29 superseded value.
 AK5683
 AK5683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5683
 AK5683.The geoid height was determined by GEOID03.
 AK5683
 AK5683;                    North         East     Units Scale Factor Converg.
 AK5683;SPC FL E     -   456,209.062   243,406.005   MT  0.99996442   +0 12 40.1
 AK5683;SPC FL E     - 1,496,745.90    798,574.53   sFT  0.99996442   +0 12 40.1
 AK5683;UTM  17      - 3,147,185.387   543,391.195   MT  0.99962324   +0 12 40.1
 AK5683
 AK5683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5683!SPC FL E     -   1.00000405  x   0.99996442  =   0.99996847
 AK5683!UTM  17      -   1.00000405  x   0.99962324  =   0.99962729
 AK5683
 AK5683                          SUPERSEDED SURVEY CONTROL
 AK5683
 AK5683  NAD 83(1986)-  28 27 01.71627(N)    080 33 24.60444(W) AD(       ) 2
 AK5683  NAD 27      -  28 27 00.71041(N)    080 33 25.41839(W) AD(       ) 2
 AK5683  NGVD 29 (07/19/86)    2.89   (m)            9.5    (f) LEVELING    3  
 AK5683
 AK5683.Superseded values are not recommended for survey control.
 AK5683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5683.See file dsdata.txt to determine how the superseded data were derived.
 AK5683
 AK5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4339147185(NAD 83)
 AK5683_MARKER: DE = TRAVERSE STATION DISK
 AK5683_SETTING: 0 = UNSPECIFIED SETTING
 AK5683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5683
 AK5683  HISTORY     - Date     Condition        Report By
 AK5683  HISTORY     - 1960     MONUMENTED       CGS
 AK5683  HISTORY     - 1960     GOOD             CGS
 AK5683
 AK5683                          STATION DESCRIPTION
 AK5683
 AK5683'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LSB)
 AK5683'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER
 AK5683'AT THE MINUTEMAN COMPLEX.  IT IS IN THE SOUTH ALIGNMENT
 AK5683'BUILDING, 8.4 FEET SOUTH OF THE NORTH WALL, 5 FEET EAST OF THE
 AK5683'CENTER OF THE DOOR, AND 4.6 FEET NORTH OF THE SOUTH WALL.  THE
 AK5683'DISK IS A STANDARD TRAVERSE DISK SET FLUSH IN THE FLOOR AND
 AK5683'STAMPED AZR 31 P OFFSET 1960.
 AK5683
 AK5683                          STATION RECOVERY (1960)
 AK5683
 AK5683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALP)
 AK5683'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT
 AK5683'THE MINUTEMAN COMPLEX 31.  IT IS IN THE SOUTH ALIGNMENT BUILDING,
 AK5683'8.4 FEET SOUTH OF THE NORTH WALL, 5 FEET EAST OF THE CENTER OF
 AK5683'THE DOOR, 4.6 FEET NORTH OF THE SOUTH WALL.  STANDARD TRAVERSE
 AK5683'DISK SET FLUSH WITH THE FLOOR AND IS STAMPED A Z R 31 P OFFSET
 AK5683'1960.
 AK5683'
 AK5683'TO REACH FROM THE CENTRAL CONTROL BUILDING GO SOUTH ON THE MAIN
 AK5683'ROAD FOR 2 MILES TO FLIGHT CONTROL ROAD ON THE LEFT.  TURN LEFT
 AK5683'(EAST) FOR 2.15 MILES TO THE MAIN GATE AT THE MINUTEMAN COMPLEX,
 AK5683'CONTINUE EAST FOR 0.05 MILE TO A ROAD RIGHT, TURN RIGHT (SOUTH),
 AK5683'PASSING THE SOUTH BLOCK HOUSE, FOR 0.1 MILE TO THE SOUTH GATE AND
 AK5683'A ROAD ON THE LEFT, TURN LEFT (EAST) FOR 0.02 MILE TO A ROAD ON
 AK5683'THE RIGHT, TURN RIGHT (SOUTH AND EAST) FOR 0.1 MILE TO THE
 AK5683'SOUTH ALIGNMENT BUILDING AND THE STATION.
 AK5683'
 AK5683'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NAVAHO
 AK5683'1955 AND THE DISTANCE IS 269.0456 METERS OR 882.694 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5577 ***********************************************************************
 AK5577  DESIGNATION -  AZR 31 P1 1960
 AK5577  PID         -  AK5577
 AK5577  STATE/COUNTY-  FL/BREVARD
 AK5577  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5577
 AK5577                         *CURRENT SURVEY CONTROL
 AK5577  ___________________________________________________________________
 AK5577* NAD 83(1990)-  28 27 06.29010(N)    080 33 26.13884(W)     ADJUSTED  
 AK5577* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AK5577  ___________________________________________________________________
 AK5577  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AK5577  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5577
 AK5577  HORZ ORDER  -  SECOND
 AK5577  VERT ORDER  -  THIRD ? (See Below)
 AK5577
 AK5577.The horizontal coordinates were established by classical geodetic methods
 AK5577.and adjusted by the National Geodetic Survey in May 1991..
 AK5577
 AK5577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5577.The vertical order pertains to the NGVD 29 superseded value.
 AK5577
 AK5577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5577
 AK5577.The geoid height was determined by GEOID03.
 AK5577
 AK5577;                    North         East     Units Scale Factor Converg.
 AK5577;SPC FL E     -   456,349.895   243,363.379   MT  0.99996437   +0 12 39.4
 AK5577;SPC FL E     - 1,497,207.95    798,434.69   sFT  0.99996437   +0 12 39.4
 AK5577;UTM  17      - 3,147,326.171   543,348.583   MT  0.99962319   +0 12 39.4
 AK5577
 AK5577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5577!SPC FL E     -   1.00000412  x   0.99996437  =   0.99996849
 AK5577!UTM  17      -   1.00000412  x   0.99962319  =   0.99962731
 AK5577
 AK5577|---------------------------------------------------------------------|
 AK5577| PID    Reference Object                     Distance      Geod. Az  |
 AK5577|                                                           dddmmss.s |
 AK5577| AK2459 A Z R 32 S                          328.845 METERS 05345     |
 AK5577| AK2450 AZR 31 S                            200.715 METERS 09618     |
 AK5577| AK5574 AZR 31 P2 1960                      243.273 METERS 11226     |
 AK5577| AK5684 AZR 31 P 1960                       146.037 METERS 16243     |
 AK5577|---------------------------------------------------------------------|
 AK5577
 AK5577                          SUPERSEDED SURVEY CONTROL
 AK5577
 AK5577  NAD 83(1986)-  28 27 06.29619(N)    080 33 26.15216(W) AD(       ) 2
 AK5577  NAD 27      -  28 27 05.29043(N)    080 33 26.96612(W) AD(       ) 2
 AK5577  NGVD 29 (07/19/86)    2.41   (m)            7.9    (f) LEVELING    3  
 AK5577
 AK5577.Superseded values are not recommended for survey control.
 AK5577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5577.See file dsdata.txt to determine how the superseded data were derived.
 AK5577
 AK5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4334947326(NAD 83)
 AK5577_MARKER: DS = TRIANGULATION STATION DISK
 AK5577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5577+STABILITY: SURFACE MOTION
 AK5577
 AK5577  HISTORY     - Date     Condition        Report By
 AK5577  HISTORY     - 1960     MONUMENTED       CGS
 AK5577
 AK5577                          STATION DESCRIPTION
 AK5577
 AK5577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LSB)
 AK5577'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK5577'MINUTEMAN COMPLEX.  IT IS 0.1 MILE SOUTHEAST OF THE MAIN GATE TO
 AK5577'THE COMPLEX, 41 FEET SOUTH OF THE SOUTH EDGE OF THE CABLE CONTROL
 AK5577'TRENCH, 1.3 FEET SOUTHEAST OF THE SOUTHEAST END OF A WALKWAY.  THE
 AK5577'MARK IS A STANDARD BRASS DISK SET IN THE TOP OF A 12 X 12 INCH
 AK5577'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS
 AK5577'STAMPED AZR 31 P 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5574 ***********************************************************************
 AK5574  DESIGNATION -  AZR 31 P2 1960
 AK5574  PID         -  AK5574
 AK5574  STATE/COUNTY-  FL/BREVARD
 AK5574  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5574
 AK5574                         *CURRENT SURVEY CONTROL
 AK5574  ___________________________________________________________________
 AK5574* NAD 83(1990)-  28 27 03.27364(N)    080 33 17.87469(W)     ADJUSTED  
 AK5574* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AK5574  ___________________________________________________________________
 AK5574  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK5574  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5574
 AK5574  HORZ ORDER  -  SECOND
 AK5574  VERT ORDER  -  THIRD ? (See Below)
 AK5574
 AK5574.The horizontal coordinates were established by classical geodetic methods
 AK5574.and adjusted by the National Geodetic Survey in May 1991..
 AK5574
 AK5574.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5574.The vertical order pertains to the NGVD 29 superseded value.
 AK5574
 AK5574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5574
 AK5574.The geoid height was determined by GEOID03.
 AK5574
 AK5574;                    North         East     Units Scale Factor Converg.
 AK5574;SPC FL E     -   456,257.866   243,588.564   MT  0.99996462   +0 12 43.3
 AK5574;SPC FL E     - 1,496,906.02    799,173.48   sFT  0.99996462   +0 12 43.3
 AK5574;UTM  17      - 3,147,234.174   543,573.691   MT  0.99962343   +0 12 43.3
 AK5574
 AK5574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5574!SPC FL E     -   1.00000414  x   0.99996462  =   0.99996876
 AK5574!UTM  17      -   1.00000414  x   0.99962343  =   0.99962757
 AK5574
 AK5574                          SUPERSEDED SURVEY CONTROL
 AK5574
 AK5574  NAD 83(1986)-  28 27 03.27970(N)    080 33 17.88795(W) AD(       ) 2
 AK5574  NAD 27      -  28 27 02.27402(N)    080 33 18.70214(W) AD(       ) 2
 AK5574  NGVD 29 (07/19/86)    2.28   (m)            7.5    (f) LEVELING    3  
 AK5574
 AK5574.Superseded values are not recommended for survey control.
 AK5574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5574.See file dsdata.txt to determine how the superseded data were derived.
 AK5574
 AK5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4357447234(NAD 83)
 AK5574_MARKER: DS = TRIANGULATION STATION DISK
 AK5574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5574+STABILITY: SURFACE MOTION
 AK5574
 AK5574  HISTORY     - Date     Condition        Report By
 AK5574  HISTORY     - 1960     MONUMENTED       CGS
 AK5574  HISTORY     - 1960     GOOD             CGS
 AK5574
 AK5574                          STATION DESCRIPTION
 AK5574
 AK5574'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LSB)
 AK5574'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT
 AK5574'THE MINUTEMAN COMPLEX.  IT IS 0.2 MILE SOUTHEAST OF THE MAIN
 AK5574'GATE TO THE COMPLEX, AND 1.5 FEET SOUTH OF THE SOUTHEAST END OF
 AK5574'A WALKWAY.  THE MARK IS A STANDARD BRASS DISK SET IN THE TOP OF
 AK5574'A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 AK5574'THE DISK IS STAMPED AZR 31 P 2 1960.
 AK5574
 AK5574                          STATION RECOVERY (1960)
 AK5574
 AK5574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALP)
 AK5574'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER
 AK5574'AT THE MINUTEMAN COMPLEX 31.  IT IS 0.2 MILE SOUTHEAST OF THE
 AK5574'MAIN GATE TO THE COMPLEX, AND 1.5 FEET SOUTH OF THE SOUTHEAST
 AK5574'END OF A WALKWAY.  A BRASS DISK SET IN A 12 X 12 INCH CONCRETE
 AK5574'POST WHICH PROJECTS 3 INCHES AND IS STAMPED AZR 31 P 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2450 ***********************************************************************
 AK2450  DESIGNATION -  AZR 31 S
 AK2450  PID         -  AK2450
 AK2450  STATE/COUNTY-  FL/BREVARD
 AK2450  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2450
 AK2450                         *CURRENT SURVEY CONTROL
 AK2450  ___________________________________________________________________
 AK2450* NAD 83(1990)-  28 27 05.57379(N)    080 33 18.80644(W)     ADJUSTED  
 AK2450* NAVD 88     -         3.502  (meters)      11.49   (feet)  ADJUSTED  
 AK2450  ___________________________________________________________________
 AK2450  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK2450  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2450  DYNAMIC HT  -           3.497 (meters)      11.47  (feet)  COMP
 AK2450  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 AK2450
 AK2450  HORZ ORDER  -  SECOND
 AK2450  VERT ORDER  -  FIRST     CLASS II
 AK2450
 AK2450.The horizontal coordinates were established by classical geodetic methods
 AK2450.and adjusted by the National Geodetic Survey in May 1991..
 AK2450
 AK2450.The orthometric height was determined by differential leveling
 AK2450.and adjusted by the National Geodetic Survey in June 1991..
 AK2450
 AK2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2450
 AK2450.The geoid height was determined by GEOID03.
 AK2450
 AK2450.The dynamic height is computed by dividing the NAVD 88
 AK2450.geopotential number by the normal gravity value computed on the
 AK2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2450.degrees latitude (g = 980.6199 gals.).
 AK2450
 AK2450.The modeled gravity was interpolated from observed gravity values.
 AK2450
 AK2450;                    North         East     Units Scale Factor Converg.
 AK2450;SPC FL E     -   456,328.580   243,562.952   MT  0.99996459   +0 12 42.8
 AK2450;SPC FL E     - 1,497,138.02    799,089.45   sFT  0.99996459   +0 12 42.8
 AK2450;UTM  17      - 3,147,304.864   543,548.088   MT  0.99962340   +0 12 42.8
 AK2450
 AK2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2450!SPC FL E     -   1.00000389  x   0.99996459  =   0.99996848
 AK2450!UTM  17      -   1.00000389  x   0.99962340  =   0.99962729
 AK2450
 AK2450|---------------------------------------------------------------------|
 AK2450| PID    Reference Object                     Distance      Geod. Az  |
 AK2450|                                                           dddmmss.s |
 AK2450| AK2459 A Z R 32 S                          226.229 METERS 01653     |
 AK2450| AK2378 INDUSTRY                            APPROX. 1.5 KM 0443443.8 |
 AK2450| AK5574 AZR 31 P2 1960                       75.212 METERS 16018     |
 AK2450| AK5684 AZR 31 P 1960                       195.331 METERS 23304     |
 AK2450| AK5577 AZR 31 P1 1960                      200.715 METERS 27618     |
 AK2450|---------------------------------------------------------------------|
 AK2450
 AK2450                          SUPERSEDED SURVEY CONTROL
 AK2450
 AK2450  NAD 83(1986)-  28 27 05.57987(N)    080 33 18.81971(W) AD(       ) 2
 AK2450  NAD 27      -  28 27 04.57422(N)    080 33 19.63392(W) AD(       ) 2
 AK2450  NGVD 29 (??/??/92)    3.889  (m)           12.76   (f) ADJ UNCH    1 2
 AK2450
 AK2450.Superseded values are not recommended for survey control.
 AK2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2450.See file dsdata.txt to determine how the superseded data were derived.
 AK2450
 AK2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4354847305(NAD 83)
 AK2450_MARKER: DB = BENCH MARK DISK
 AK2450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2450_SP_SET: LAUNCH PAD
 AK2450_STAMPING: AZR 31 S 1961
 AK2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2450
 AK2450  HISTORY     - Date     Condition        Report By
 AK2450  HISTORY     - 1961     MONUMENTED       CGS
 AK2450  HISTORY     - 1961     GOOD             CGS
 AK2450
 AK2450                          STATION DESCRIPTION
 AK2450
 AK2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK2450'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK2450'MINUTEMAN COMPLEX.  IT IS 84 FEET NORTHEAST OF THE SOUTHWEST
 AK2450'CORNER OF LAUNCH PAD, 45 FEET SOUTHEAST OF THE NORTHWEST CORNER
 AK2450'OF THE PAD, AND 14 FEET NORTH OF THE NORTH OUTER EDGE OF THE
 AK2450'SILO.  THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 AK2450'CONCRETE PAD AND HAS A COVER OVER THE TOP WHICH IS STAMPED AZR
 AK2450'31 S 1961.
 AK2450'
 AK2450'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK2450
 AK2450                          STATION RECOVERY (1961)
 AK2450
 AK2450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AK2450'AT CAPE CANAVERAL.
 AK2450'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK2450'MINUTEMAN COMPLEX.  IT IS 84 FEET NORTHEAST OF THE SOUTHWEST
 AK2450'CORNER OF LAUNCH PAD, 45 FEET SOUTHEAST OF THE NORTHWEST CORNER
 AK2450'OF THE PAD, AND 14 FEET NORTH OF THE NORTH OUTER EDGE OF THE
 AK2450'LAUNCH TUBE, (SILO).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2402 ***********************************************************************
 AK2402  DESIGNATION -  AZR 31 S B
 AK2402  PID         -  AK2402
 AK2402  STATE/COUNTY-  FL/BREVARD
 AK2402  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2402
 AK2402                         *CURRENT SURVEY CONTROL
 AK2402  ___________________________________________________________________
 AK2402* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2402* NAVD 88     -        -1.854  (meters)      -6.08   (feet)  ADJUSTED  
 AK2402  ___________________________________________________________________
 AK2402  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2402  DYNAMIC HT  -          -1.851 (meters)      -6.07  (feet)  COMP
 AK2402  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2402
 AK2402  VERT ORDER  -  FIRST     CLASS II
 AK2402
 AK2402.The horizontal coordinates were scaled from a topographic map and have
 AK2402.an estimated accuracy of +/- 6 seconds.
 AK2402
 AK2402.The orthometric height was determined by differential leveling
 AK2402.and adjusted by the National Geodetic Survey in June 1991..
 AK2402
 AK2402.The geoid height was determined by GEOID03.
 AK2402
 AK2402.The dynamic height is computed by dividing the NAVD 88
 AK2402.geopotential number by the normal gravity value computed on the
 AK2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2402.degrees latitude (g = 980.6199 gals.).
 AK2402
 AK2402.The modeled gravity was interpolated from observed gravity values.
 AK2402
 AK2402;                    North         East    Units  Estimated Accuracy
 AK2402;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2402
 AK2402                          SUPERSEDED SURVEY CONTROL
 AK2402
 AK2402  NGVD 29 (??/??/92)   -1.465  (m)           -4.81   (f) ADJ UNCH    1 2
 AK2402
 AK2402.Superseded values are not recommended for survey control.
 AK2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2402.See file dsdata.txt to determine how the superseded data were derived.
 AK2402
 AK2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2402_MARKER: DB = BENCH MARK DISK
 AK2402_SETTING: 0 = UNSPECIFIED SETTING
 AK2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2402
 AK2402  HISTORY     - Date     Condition        Report By
 AK2402  HISTORY     - UNK      MONUMENTED       CGS
 AK2402  HISTORY     - 1962     GOOD             NGS
 AK2402
 AK2402                          STATION DESCRIPTION
 AK2402
 AK2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2402'AT CAPE CANAVERAL.
 AK2402'LOCATED AT COMPLEX 31, ON THE A LEVEL OF SILO 31, 31.8 EET
 AK2402'COUNTER-CLOCKWISE FROM THE FOOT OF STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5580 ***********************************************************************
 AK5580  DESIGNATION -  AZR 32 P 1960
 AK5580  PID         -  AK5580
 AK5580  STATE/COUNTY-  FL/BREVARD
 AK5580  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5580
 AK5580                         *CURRENT SURVEY CONTROL
 AK5580  ___________________________________________________________________
 AK5580* NAD 83(1990)-  28 27 08.76264(N)    080 33 22.12271(W)     ADJUSTED  
 AK5580* NAVD 88     -         3.72   (+/-2cm)      12.2    (feet)  VERTCON   
 AK5580  ___________________________________________________________________
 AK5580  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AK5580  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5580
 AK5580  HORZ ORDER  -  SECOND
 AK5580  VERT ORDER  -  THIRD ? (See Below)
 AK5580
 AK5580.The horizontal coordinates were established by classical geodetic methods
 AK5580.and adjusted by the National Geodetic Survey in May 1991..
 AK5580
 AK5580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5580.The vertical order pertains to the NGVD 29 superseded value.
 AK5580
 AK5580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5580
 AK5580.The geoid height was determined by GEOID03.
 AK5580
 AK5580;                    North         East     Units Scale Factor Converg.
 AK5580;SPC FL E     -   456,426.412   243,472.364   MT  0.99996449   +0 12 41.3
 AK5580;SPC FL E     - 1,497,458.99    798,792.25   sFT  0.99996449   +0 12 41.3
 AK5580;UTM  17      - 3,147,402.662   543,457.531   MT  0.99962331   +0 12 41.3
 AK5580
 AK5580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5580!SPC FL E     -   1.00000386  x   0.99996449  =   0.99996835
 AK5580!UTM  17      -   1.00000386  x   0.99962331  =   0.99962717
 AK5580
 AK5580|---------------------------------------------------------------------|
 AK5580| PID    Reference Object                     Distance      Geod. Az  |
 AK5580|                                                           dddmmss.s |
 AK5580| AK5584 STAND 32 1960                       151.096 METERS 01941     |
 AK5580| AK5583 AZR 32 P2 1960                      128.343 METERS 04112     |
 AK5580| AK2378 INDUSTRY                            APPROX. 1.5 KM 0493817.3 |
 AK5580| AK2459 A Z R 32 S                          195.741 METERS 05249     |
 AK5580| AK5690 SILO 32                             192.730 METERS 05528     |
 AK5580| AK5689 NAVAHO OFFSET 1960                  279.008 METERS 26001     |
 AK5580| AK5585 AZR 32 P1 1960                      169.062 METERS 33732     |
 AK5580|---------------------------------------------------------------------|
 AK5580
 AK5580                          SUPERSEDED SURVEY CONTROL
 AK5580
 AK5580  NAD 83(1986)-  28 27 08.76878(N)    080 33 22.13596(W) AD(       ) 2
 AK5580  NAD 27      -  28 27 07.76312(N)    080 33 22.95015(W) AD(       ) 2
 AK5580  NGVD 29 (07/19/86)    4.10   (m)           13.5    (f) LEVELING    3  
 AK5580
 AK5580.Superseded values are not recommended for survey control.
 AK5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5580.See file dsdata.txt to determine how the superseded data were derived.
 AK5580
 AK5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4345847403(NAD 83)
 AK5580_MARKER: DD = SURVEY DISK
 AK5580_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5580+WITH SETTING: PAVEMENT
 AK5580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5580+STABILITY: SURFACE MOTION
 AK5580
 AK5580  HISTORY     - Date     Condition        Report By
 AK5580  HISTORY     - 1960     MONUMENTED       CGS
 AK5580  HISTORY     - 1960     GOOD             CGS
 AK5580
 AK5580                          STATION DESCRIPTION
 AK5580
 AK5580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LSB)
 AK5580'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER
 AK5580'AT THE MINUTEMAN COMPLEX.  IT IS IN THE NORTH ALIGNMENT BUILDING,
 AK5580'10.6 FEET NORTH OF THE SOUTH WALL, 9 FEET SOUTHEAST OF THE
 AK5580'CENTER OF THE DOOR, AND 2.6 FEET SOUTH OF THE NORTH WALL.  THE
 AK5580'MARK IS A PLAIN BRASS DISK SET FLUSH WITH THE ISOLATED CONCRETE
 AK5580'PAD AND HAS NO STAMPING.
 AK5580'
 AK5580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK5580
 AK5580                          STATION RECOVERY (1960)
 AK5580
 AK5580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALP)
 AK5580'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, IN
 AK5580'THE MINUTEMAN AREA, COMPLEX 32.  IT IS IN THE NORTH ALIGNMENT
 AK5580'BUILDING, 10.6 FEET NORTH OF THE SOUTH WALL, 9 FEET SOUTHEAST
 AK5580'OF THE CENTER OF THE DOOR, AND 2.6 FEET SOUTH OF THE NORTH
 AK5580'WALL.  THE MARK IS A PLAIN BRASS DISK SET FLUSH WITH THE ISOLATED
 AK5580'CONCRETE PAD AND HAS NO STAMPING.
 AK5580'
 AK5580'A TRAVERSE CONNECTION WAS MADE FROM NAVAHO OFFSET TO THE
 AK5580'INTERSECTION OF TWO PERPENDICULAR LINES ON THE DISK AND THE
 AK5580'DISTANCE IS 279.0030 METERS OR 915.362 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5585 ***********************************************************************
 AK5585  DESIGNATION -  AZR 32 P1 1960
 AK5585  PID         -  AK5585
 AK5585  STATE/COUNTY-  FL/BREVARD
 AK5585  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5585
 AK5585                         *CURRENT SURVEY CONTROL
 AK5585  ___________________________________________________________________
 AK5585* NAD 83(1990)-  28 27 13.83723(N)    080 33 24.49796(W)     ADJUSTED  
 AK5585* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AK5585  ___________________________________________________________________
 AK5585  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AK5585  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5585
 AK5585  HORZ ORDER  -  SECOND
 AK5585  VERT ORDER  -  THIRD ? (See Below)
 AK5585
 AK5585.The horizontal coordinates were established by classical geodetic methods
 AK5585.and adjusted by the National Geodetic Survey in May 1991..
 AK5585
 AK5585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5585.The vertical order pertains to the NGVD 29 superseded value.
 AK5585
 AK5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5585
 AK5585.The geoid height was determined by GEOID03.
 AK5585
 AK5585;                    North         East     Units Scale Factor Converg.
 AK5585;SPC FL E     -   456,582.389   243,407.166   MT  0.99996442   +0 12 40.2
 AK5585;SPC FL E     - 1,497,970.72    798,578.34   sFT  0.99996442   +0 12 40.2
 AK5585;UTM  17      - 3,147,558.587   543,392.355   MT  0.99962324   +0 12 40.2
 AK5585
 AK5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5585!SPC FL E     -   1.00000413  x   0.99996442  =   0.99996855
 AK5585!UTM  17      -   1.00000413  x   0.99962324  =   0.99962736
 AK5585
 AK5585                          SUPERSEDED SURVEY CONTROL
 AK5585
 AK5585  NAD 83(1986)-  28 27 13.84334(N)    080 33 24.51118(W) AD(       ) 2
 AK5585  NAD 27      -  28 27 12.83783(N)    080 33 25.32543(W) AD(       ) 2
 AK5585  NGVD 29 (07/19/86)    2.38   (m)            7.8    (f) LEVELING    3  
 AK5585
 AK5585.Superseded values are not recommended for survey control.
 AK5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5585.See file dsdata.txt to determine how the superseded data were derived.
 AK5585
 AK5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4339247559(NAD 83)
 AK5585_MARKER: DS = TRIANGULATION STATION DISK
 AK5585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5585+STABILITY: SURFACE MOTION
 AK5585
 AK5585  HISTORY     - Date     Condition        Report By
 AK5585  HISTORY     - 1960     MONUMENTED       CGS
 AK5585
 AK5585                          STATION DESCRIPTION
 AK5585
 AK5585'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LSB)
 AK5585'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER
 AK5585'AT THE MINUTEMAN COMPLEX.  IT IS 0.1 MILE NORTHEAST OF THE MAIN
 AK5585'GATE TO THE COMPLEX, 20 FEET SOUTH OF THE SOUTH EDGE OF THE
 AK5585'CABLE CONTROL TRENCH, 2 FEET SOUTH OF THE SOUTH END OF THE
 AK5585'WALKWAY.  THE MARK IS A STANDARD BRASS DISK SET IN THE TOP OF
 AK5585'A 12 X 12 INCH CONCRETE POST AND IS STAMPED AZR 32 P 1 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5583 ***********************************************************************
 AK5583  DESIGNATION -  AZR 32 P2 1960
 AK5583  PID         -  AK5583
 AK5583  STATE/COUNTY-  FL/BREVARD
 AK5583  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5583
 AK5583                         *CURRENT SURVEY CONTROL
 AK5583  ___________________________________________________________________
 AK5583* NAD 83(1990)-  28 27 11.89925(N)    080 33 19.01533(W)     ADJUSTED  
 AK5583* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AK5583  ___________________________________________________________________
 AK5583  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK5583  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5583
 AK5583  HORZ ORDER  -  SECOND
 AK5583  VERT ORDER  -  THIRD ? (See Below)
 AK5583
 AK5583.The horizontal coordinates were established by classical geodetic methods
 AK5583.and adjusted by the National Geodetic Survey in May 1991..
 AK5583
 AK5583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5583.The vertical order pertains to the NGVD 29 superseded value.
 AK5583
 AK5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5583
 AK5583.The geoid height was determined by GEOID03.
 AK5583
 AK5583;                    North         East     Units Scale Factor Converg.
 AK5583;SPC FL E     -   456,523.281   243,556.548   MT  0.99996458   +0 12 42.8
 AK5583;SPC FL E     - 1,497,776.80    799,068.44   sFT  0.99996458   +0 12 42.8
 AK5583;UTM  17      - 3,147,499.499   543,541.687   MT  0.99962340   +0 12 42.8
 AK5583
 AK5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5583!SPC FL E     -   1.00000412  x   0.99996458  =   0.99996870
 AK5583!UTM  17      -   1.00000412  x   0.99962340  =   0.99962752
 AK5583
 AK5583                          SUPERSEDED SURVEY CONTROL
 AK5583
 AK5583  NAD 83(1986)-  28 27 11.90536(N)    080 33 19.02860(W) AD(       ) 2
 AK5583  NAD 27      -  28 27 10.89988(N)    080 33 19.84293(W) AD(       ) 2
 AK5583  NGVD 29 (07/19/86)    2.41   (m)            7.9    (f) LEVELING    3  
 AK5583
 AK5583.Superseded values are not recommended for survey control.
 AK5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5583.See file dsdata.txt to determine how the superseded data were derived.
 AK5583
 AK5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4354247499(NAD 83)
 AK5583_MARKER: DS = TRIANGULATION STATION DISK
 AK5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK5583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5583+STABILITY: SURFACE MOTION
 AK5583
 AK5583  HISTORY     - Date     Condition        Report By
 AK5583  HISTORY     - 1960     MONUMENTED       CGS
 AK5583
 AK5583                          STATION DESCRIPTION
 AK5583
 AK5583'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LSB)
 AK5583'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER
 AK5583'AT THE MINUTEMAN COMPLEX.  IT IS 0.2 MILE NORTHEAST OF THE MAIN
 AK5583'GATE TO THE COMPLEX, 51 FEET WEST OF THE APPROXIMATE CENTER OF
 AK5583'THE ROAD, 28 FEET SOUTH OF THE SOUTH EDGE OF THE CABLE CONTROL
 AK5583'TRENCH, AND 1 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AK5583'WALKWAY.  THE MARK IS A STANDARD BRASS DISK SET IN THE TOP OF A
 AK5583'OF A 12 X 12 INCH CONCRETE POST AND IS STAMPED AZR 32 P 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2410 ***********************************************************************
 AK2410  DESIGNATION -  AZR 32 SA
 AK2410  PID         -  AK2410
 AK2410  STATE/COUNTY-  FL/BREVARD
 AK2410  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2410
 AK2410                         *CURRENT SURVEY CONTROL
 AK2410  ___________________________________________________________________
 AK2410* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2410* NAVD 88     -         3.525  (meters)      11.56   (feet)  ADJUSTED  
 AK2410  ___________________________________________________________________
 AK2410  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2410  DYNAMIC HT  -           3.520 (meters)      11.55  (feet)  COMP
 AK2410  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2410
 AK2410  VERT ORDER  -  FIRST     CLASS II
 AK2410
 AK2410.The horizontal coordinates were scaled from a topographic map and have
 AK2410.an estimated accuracy of +/- 6 seconds.
 AK2410
 AK2410.The orthometric height was determined by differential leveling
 AK2410.and adjusted by the National Geodetic Survey in June 1991..
 AK2410
 AK2410.The geoid height was determined by GEOID03.
 AK2410
 AK2410.The dynamic height is computed by dividing the NAVD 88
 AK2410.geopotential number by the normal gravity value computed on the
 AK2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2410.degrees latitude (g = 980.6199 gals.).
 AK2410
 AK2410.The modeled gravity was interpolated from observed gravity values.
 AK2410
 AK2410;                    North         East    Units  Estimated Accuracy
 AK2410;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2410
 AK2410                          SUPERSEDED SURVEY CONTROL
 AK2410
 AK2410  NGVD 29 (??/??/92)    3.912  (m)           12.83   (f) ADJ UNCH    1 2
 AK2410
 AK2410.Superseded values are not recommended for survey control.
 AK2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2410.See file dsdata.txt to determine how the superseded data were derived.
 AK2410
 AK2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2410_MARKER: DB = BENCH MARK DISK
 AK2410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2410_SP_SET: CONCRETE PAD
 AK2410_STAMPING: AZR 32 SA 1961
 AK2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2410
 AK2410  HISTORY     - Date     Condition        Report By
 AK2410  HISTORY     - 1961     MONUMENTED       CGS
 AK2410  HISTORY     - 1962     GOOD             NGS
 AK2410
 AK2410                          STATION DESCRIPTION
 AK2410
 AK2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2410'AT CAPE CANAVERAL.
 AK2410'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT
 AK2410'THE MINUTEMAN COMPLEX.  IT IS 84 FEET NORTHEAST OF THE SOUTHWEST
 AK2410'CORNER OF THE LAUNCH PAD, 46 FEET SOUTHEAST OF THE NORTHWEST
 AK2410'CORNER OF THE PAD, AND 18 FEET NORTHWEST OF THE NORTHWEST
 AK2410'CORNER OF STAIRWAY CASING LEADING DOWN TO THE LAUNCH TUBE.  THE
 AK2410'MARK IS A SPECIAL DISK SET ABOUT 2 INCHES BELOW THE SURFACE OF THE
 AK2410'CONCRETE PAD WITH A METAL COVER OVER THE TOP OF THE DISK.
 AK2410'THE COVER IS STAMPED AZR 32 SA 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5692 ***********************************************************************
 AK5692  DESIGNATION -  AZR 32 SA 1961
 AK5692  PID         -  AK5692
 AK5692  STATE/COUNTY-  FL/BREVARD
 AK5692  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5692
 AK5692                         *CURRENT SURVEY CONTROL
 AK5692  ___________________________________________________________________
 AK5692* NAD 83(1990)-  28 27 12.57718(N)    080 33 16.39047(W)     ADJUSTED  
 AK5692* NAVD 88     -         3.53   (+/-2cm)      11.6    (feet)  VERTCON   
 AK5692  ___________________________________________________________________
 AK5692  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK5692  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5692
 AK5692  HORZ ORDER  -  SECOND
 AK5692  VERT ORDER  -  THIRD ? (See Below)
 AK5692
 AK5692.The horizontal coordinates were established by classical geodetic methods
 AK5692.and adjusted by the National Geodetic Survey in May 1991..
 AK5692
 AK5692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5692.The vertical order pertains to the NGVD 29 superseded value.
 AK5692
 AK5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5692
 AK5692.The geoid height was determined by GEOID03.
 AK5692
 AK5692;                    North         East     Units Scale Factor Converg.
 AK5692;SPC FL E     -   456,544.415   243,627.884   MT  0.99996466   +0 12 44.0
 AK5692;SPC FL E     - 1,497,846.13    799,302.48   sFT  0.99996466   +0 12 44.0
 AK5692;UTM  17      - 3,147,520.625   543,612.998   MT  0.99962347   +0 12 44.0
 AK5692
 AK5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5692!SPC FL E     -   1.00000389  x   0.99996466  =   0.99996855
 AK5692!UTM  17      -   1.00000389  x   0.99962347  =   0.99962736
 AK5692
 AK5692:                Primary Azimuth Mark                     Grid Az
 AK5692:SPC FL E     -  INDUSTRY                                 048 55 29.0
 AK5692:UTM  17      -  INDUSTRY                                 048 55 29.0
 AK5692
 AK5692|---------------------------------------------------------------------|
 AK5692| PID    Reference Object                     Distance      Geod. Az  |
 AK5692|                                                           dddmmss.s |
 AK5692| AK2378 INDUSTRY                            APPROX. 1.3 KM 0490813.0 |
 AK5692| AK5580 AZR 32 P 1960                       195.228 METERS 23301     |
 AK5692|---------------------------------------------------------------------|
 AK5692
 AK5692                          SUPERSEDED SURVEY CONTROL
 AK5692
 AK5692  NAD 83(1986)-  28 27 12.58330(N)    080 33 16.40372(W) AD(       ) 2
 AK5692  NAD 27      -  28 27 11.57787(N)    080 33 17.21815(W) AD(       ) 2
 AK5692  NGVD 29 (07/19/86)    3.91   (m)           12.8    (f) LEVELING    3  
 AK5692
 AK5692.Superseded values are not recommended for survey control.
 AK5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5692.See file dsdata.txt to determine how the superseded data were derived.
 AK5692
 AK5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4361347521(NAD 83)
 AK5692_MARKER: DD = SURVEY DISK
 AK5692_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5692+WITH SETTING: PAVEMENT
 AK5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5692+STABILITY: SURFACE MOTION
 AK5692
 AK5692  HISTORY     - Date     Condition        Report By
 AK5692  HISTORY     - 1961     MONUMENTED       CGS
 AK5692
 AK5692                          STATION DESCRIPTION
 AK5692
 AK5692'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK5692'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER AT THE
 AK5692'MINUTEMAN COMPLEX.  IT IS 84 FEET NORTHEAST OF THE SOUTHWEST
 AK5692'CORNER OF THE LAUNCH PAD, 46 FEET SOUTHEAST OF THE NORTHWEST
 AK5692'CORNER OF THE PAD, AND 18 FEET NORTHWEST OF THE NORTHWEST CORNER
 AK5692'OF STAIRWAY CASING LEADING DOWN TO THE LAUNCH TUBE.  THE MARK
 AK5692'IS A SPECIAL DISK SET ABOUT 2 INCHES BELOW THE SURFACE OF THE
 AK5692'CONCRETE PAD WITH A COVER OVER THE TOP OF THE DISK.  THE COVER
 AK5692'IS STAMPED AZR 32 S-A 1961.
 AK5692'
 AK5692'A TRAVERSE CONNECTION WAS MADE TO AZR 32 S 1961 AND THE DISTANCE
 AK5692'IS 0.8733 M. OR 2.87 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5691 ***********************************************************************
 AK5691  DESIGNATION -  AZR 32 SA TEMP 1961
 AK5691  PID         -  AK5691
 AK5691  STATE/COUNTY-  FL/BREVARD
 AK5691  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5691
 AK5691                         *CURRENT SURVEY CONTROL
 AK5691  ___________________________________________________________________
 AK5691* NAD 83(1990)-  28 27 12.54033(N)    080 33 16.38984(W)     ADJUSTED  
 AK5691* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AK5691  ___________________________________________________________________
 AK5691  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK5691  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK5691
 AK5691  HORZ ORDER  -  SECOND
 AK5691
 AK5691.The horizontal coordinates were established by classical geodetic methods
 AK5691.and adjusted by the National Geodetic Survey in May 1991..
 AK5691
 AK5691.The orthometric height was scaled from a topographic map.
 AK5691
 AK5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5691
 AK5691.The geoid height was determined by GEOID03.
 AK5691
 AK5691;                    North         East     Units Scale Factor Converg.
 AK5691;SPC FL E     -   456,543.281   243,627.905   MT  0.99996466   +0 12 44.0
 AK5691;SPC FL E     - 1,497,842.41    799,302.55   sFT  0.99996466   +0 12 44.0
 AK5691;UTM  17      - 3,147,519.491   543,613.020   MT  0.99962347   +0 12 44.0
 AK5691
 AK5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5691!SPC FL E     -   1.00000387  x   0.99996466  =   0.99996853
 AK5691!UTM  17      -   1.00000387  x   0.99962347  =   0.99962734
 AK5691
 AK5691:                Primary Azimuth Mark                     Grid Az
 AK5691:SPC FL E     -  INDUSTRY                                 048 53 12.7
 AK5691:UTM  17      -  INDUSTRY                                 048 53 12.7
 AK5691
 AK5691|---------------------------------------------------------------------|
 AK5691| PID    Reference Object                     Distance      Geod. Az  |
 AK5691|                                                           dddmmss.s |
 AK5691| AK2378 INDUSTRY                            APPROX. 1.3 KM 0490556.7 |
 AK5691| AK5580 AZR 32 P 1960                       194.561 METERS 23318     |
 AK5691|---------------------------------------------------------------------|
 AK5691
 AK5691                          SUPERSEDED SURVEY CONTROL
 AK5691
 AK5691  NAD 83(1986)-  28 27 12.54646(N)    080 33 16.40309(W) AD(       ) 2
 AK5691  NAD 27      -  28 27 11.54103(N)    080 33 17.21753(W) AD(       ) 2
 AK5691
 AK5691.Superseded values are not recommended for survey control.
 AK5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5691.See file dsdata.txt to determine how the superseded data were derived.
 AK5691
 AK5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4361347519(NAD 83)
 AK5691_MARKER: DD = SURVEY DISK
 AK5691_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5691+WITH SETTING: PAVEMENT
 AK5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5691+STABILITY: SURFACE MOTION
 AK5691
 AK5691  HISTORY     - Date     Condition        Report By
 AK5691  HISTORY     - 1961     MONUMENTED       CGS
 AK5691
 AK5691                          STATION DESCRIPTION
 AK5691
 AK5691'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK5691'THE STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER
 AK5691'AT THE MINUTEMAN COMPLEX.  IT IS 81 FEET NORTHEAST OF THE
 AK5691'SOUTHWEST CORNER OF THE LAUNCH PAD, 49 FEET SOUTHEAST OF THE
 AK5691'NORTHWEST CORNER OF THE PAD, AND 15 FEET NORTHWEST OF THE
 AK5691'NORTHWEST CORNER OF STAIRWAY CASING LEADING DOWN TO THE LAUNCH
 AK5691'TUBE.  THE MARK IS A SPECIAL DISK SET ABOUT 2 INCHES BELOW THE
 AK5691'SURFACE OF THE CONCRETE PAD WITH A COVER OVER THE TOP OF
 AK5691'THE DISK.  THE COVER IS STAMPED AZR 32 S-A TEMP. 1961.
 AK5691'
 AK5691'A TRAVERSE CONNECTION WAS MADE TO AZR 32 S 1961 AND THE DISTANCE
 AK5691'IS 2.0076 M. OR 6.59 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2418 ***********************************************************************
 AK2418  DESIGNATION -  AZR 32 SB
 AK2418  PID         -  AK2418
 AK2418  STATE/COUNTY-  FL/BREVARD
 AK2418  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2418
 AK2418                         *CURRENT SURVEY CONTROL
 AK2418  ___________________________________________________________________
 AK2418* NAD 83(1986)-  28 27 09.     (N)    080 33 17.     (W)     SCALED    
 AK2418* NAVD 88     -        -1.833  (meters)      -6.01   (feet)  ADJUSTED  
 AK2418  ___________________________________________________________________
 AK2418  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AK2418  DYNAMIC HT  -          -1.830 (meters)      -6.00  (feet)  COMP
 AK2418  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 AK2418
 AK2418  VERT ORDER  -  FIRST     CLASS II
 AK2418
 AK2418.The horizontal coordinates were scaled from a topographic map and have
 AK2418.an estimated accuracy of +/- 6 seconds.
 AK2418
 AK2418.The orthometric height was determined by differential leveling
 AK2418.and adjusted by the National Geodetic Survey in June 1991..
 AK2418
 AK2418.The geoid height was determined by GEOID03.
 AK2418
 AK2418.The dynamic height is computed by dividing the NAVD 88
 AK2418.geopotential number by the normal gravity value computed on the
 AK2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2418.degrees latitude (g = 980.6199 gals.).
 AK2418
 AK2418.The modeled gravity was interpolated from observed gravity values.
 AK2418
 AK2418;                    North         East    Units  Estimated Accuracy
 AK2418;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2418
 AK2418                          SUPERSEDED SURVEY CONTROL
 AK2418
 AK2418  NGVD 29 (??/??/92)   -1.445  (m)           -4.74   (f) ADJ UNCH    1 2
 AK2418
 AK2418.Superseded values are not recommended for survey control.
 AK2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2418.See file dsdata.txt to determine how the superseded data were derived.
 AK2418
 AK2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2418_MARKER: DB = BENCH MARK DISK
 AK2418_SETTING: 0 = UNSPECIFIED SETTING
 AK2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2418
 AK2418  HISTORY     - Date     Condition        Report By
 AK2418  HISTORY     - UNK      MONUMENTED       CGS
 AK2418  HISTORY     - 1962     GOOD             NGS
 AK2418
 AK2418                          STATION DESCRIPTION
 AK2418
 AK2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AK2418'AT CAPE CANAVERAL.
 AK2418'LOCATED AT COMPLEX 32, ON THE A LEVEL OF SILO 32, 27.7 FEET
 AK2418'COUNTER-CLOCKWISE FROM THE FOOT OF THE STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7295 ***********************************************************************
 AD7295  DESIGNATION -  AZUCAR TANK
 AD7295  PID         -  AD7295
 AD7295  STATE/COUNTY-  FL/PALM BEACH
 AD7295  USGS QUAD   -  BRYANT (1970)
 AD7295
 AD7295                         *CURRENT SURVEY CONTROL
 AD7295  ___________________________________________________________________
 AD7295* NAD 83(1990)-  26 51 04.05368(N)    080 37 01.97672(W)     ADJUSTED  
 AD7295* NAVD 88     -                                                        
 AD7295  ___________________________________________________________________
 AD7295  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AD7295  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AD7295
 AD7295  HORZ ORDER  -  THIRD
 AD7295
 AD7295.The horizontal coordinates were established by classical geodetic methods
 AD7295.and adjusted by the National Geodetic Survey in May 1991..
 AD7295
 AD7295
 AD7295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7295
 AD7295.The geoid height was determined by GEOID03.
 AD7295
 AD7295;                    North         East     Units Scale Factor Converg.
 AD7295;SPC FL E     -   278,966.831   238,041.043   MT  0.99995903   +0 10 22.4
 AD7295;SPC FL E     -   915,243.68    780,972.99   sFT  0.99995903   +0 10 22.4
 AD7295;UTM  17      - 2,970,003.631   538,028.064   MT  0.99961785   +0 10 22.4
 AD7295
 AD7295                          SUPERSEDED SURVEY CONTROL
 AD7295
 AD7295  NAD 83(1986)-  26 51 04.05747(N)    080 37 01.98530(W) AD(       ) 4
 AD7295  NAD 27      -  26 51 02.83961(N)    080 37 02.78221(W) AD(       ) 3
 AD7295
 AD7295.Superseded values are not recommended for survey control.
 AD7295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7295.See file dsdata.txt to determine how the superseded data were derived.
 AD7295
 AD7295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3802870004(NAD 83)
 AD7295_MARKER: 53 = ELEVATED TANK
 AD7295
 AD7295  HISTORY     - Date     Condition        Report By
 AD7295  HISTORY     - 1942     FIRST OBSERVED   CGS
 AD7295
 AD7295                          STATION DESCRIPTION
 AD7295
 AD7295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KGC)
 AD7295'THE STATION IS ABOUT 1.2 MILES SE ALONG FLORIDA HIGHWAY 194
 AD7295'FROM THE DRAWBRIDGE AT CANAL POINT, ABOUT 180 METERS SW OF CENTER
 AD7295'LINE OF THE HIGHWAY AT THE NW EDGE OF THE U.S. SUGAR CORP. CAMP,
 AD7295'NAMED AZUCAR.
 AD7295'
 AD7295'TANK, AZUCAR 1942, IS THE CENTER OF THE TOP OF A TIN-ROOFED
 AD7295'WOODEN TANK, PAINTED ALUMINUM, ELEVATED ON A FOUR-LEGGED STEEL
 AD7295'TOWER 55 FEET TALL.  THE CONCRETE FOUNDATION FOOTINGS ARE 15.4
 AD7295'FEET APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5636 ***********************************************************************
 AK5636  DESIGNATION -  AZUSA BASELINE INTERSECT
 AK5636  PID         -  AK5636
 AK5636  STATE/COUNTY-  FL/BREVARD
 AK5636  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5636
 AK5636                         *CURRENT SURVEY CONTROL
 AK5636  ___________________________________________________________________
 AK5636* NAD 83(1990)-  28 29 29.94060(N)    080 33 31.44633(W)     ADJUSTED  
 AK5636* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AK5636  ___________________________________________________________________
 AK5636  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AK5636  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5636
 AK5636  HORZ ORDER  -  SECOND
 AK5636
 AK5636.The horizontal coordinates were established by classical geodetic methods
 AK5636.and adjusted by the National Geodetic Survey in May 1991..
 AK5636
 AK5636.The orthometric height was scaled from a topographic map.
 AK5636
 AK5636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5636
 AK5636.The geoid height was determined by GEOID03.
 AK5636
 AK5636;                    North         East     Units Scale Factor Converg.
 AK5636;SPC FL E     -   460,771.500   243,202.743   MT  0.99996420   +0 12 37.8
 AK5636;SPC FL E     - 1,511,714.50    797,907.67   sFT  0.99996420   +0 12 37.8
 AK5636;UTM  17      - 3,151,746.268   543,188.002   MT  0.99962302   +0 12 37.8
 AK5636
 AK5636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5636!SPC FL E     -   1.00000418  x   0.99996420  =   0.99996838
 AK5636!UTM  17      -   1.00000418  x   0.99962302  =   0.99962720
 AK5636
 AK5636:                Primary Azimuth Mark                     Grid Az
 AK5636:SPC FL E     -  CAPE CANAVERAL LIGHTHOUSE 1934           156 26 51.3
 AK5636:UTM  17      -  CAPE CANAVERAL LIGHTHOUSE 1934           156 26 51.3
 AK5636
 AK5636|---------------------------------------------------------------------|
 AK5636| PID    Reference Object                     Distance      Geod. Az  |
 AK5636|                                                           dddmmss.s |
 AK5636| AK5500 CAPE CANAVERAL LIGHTHOUSE 1934      APPROX. 3.8 KM 1563929.1 |
 AK5636|---------------------------------------------------------------------|
 AK5636
 AK5636                          SUPERSEDED SURVEY CONTROL
 AK5636
 AK5636  NAD 83(1986)-  28 29 29.94655(N)    080 33 31.45943(W) AD(       ) 2
 AK5636  NAD 27      -  28 29 28.94774(N)    080 33 32.27697(W) AD(       ) 2
 AK5636
 AK5636.Superseded values are not recommended for survey control.
 AK5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5636.See file dsdata.txt to determine how the superseded data were derived.
 AK5636
 AK5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4318851746(NAD 83)
 AK5636_MARKER: Z = SEE DESCRIPTION
 AK5636_SETTING: 0 = UNSPECIFIED SETTING
 AK5636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5636
 AK5636  HISTORY     - Date     Condition        Report By
 AK5636  HISTORY     - 1953     MONUMENTED       CGS
 AK5636
 AK5636                          STATION DESCRIPTION
 AK5636
 AK5636'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 AK5636'THIS STATION IS A THEORETICAL POINT AT PRESENT MARKED BY A TACK
 AK5636'IN A 2 X 4 STAKE.  THIS POINT IS TO BE REPLACED AT VARIOUS
 AK5636'STAGES OF THE CONSTRUCTION TO BE DONE AT THIS POINT.  A TRAVERSE
 AK5636'CONNECTION WAS MADE TO THIS POINT FROM TRIANGULATION STATION
 AK5636'HUB.  A SHORT BASELINE WAS MEASURED FROM HUB TO R.M. 2 AND THE
 AK5636'ANGLES AT ALL THREE STATIONS WERE MEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5523 ***********************************************************************
 AK5523  DESIGNATION -  AZUSA MK II BLI
 AK5523  PID         -  AK5523
 AK5523  STATE/COUNTY-  FL/BREVARD
 AK5523  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5523
 AK5523                         *CURRENT SURVEY CONTROL
 AK5523  ___________________________________________________________________
 AK5523* NAD 83(1990)-  28 24 47.61970(N)    080 35 32.09597(W)     ADJUSTED  
 AK5523* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AK5523  ___________________________________________________________________
 AK5523  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AK5523  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK5523
 AK5523  HORZ ORDER  -  FIRST
 AK5523
 AK5523.The horizontal coordinates were established by classical geodetic methods
 AK5523.and adjusted by the National Geodetic Survey in May 1991..
 AK5523
 AK5523.The orthometric height was scaled from a topographic map.
 AK5523
 AK5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5523
 AK5523.The geoid height was determined by GEOID03.
 AK5523
 AK5523;                    North         East     Units Scale Factor Converg.
 AK5523;SPC FL E     -   452,068.983   239,950.958   MT  0.99996087   +0 11 38.5
 AK5523;SPC FL E     - 1,483,162.99    787,239.10   sFT  0.99996087   +0 11 38.5
 AK5523;UTM  17      - 3,143,046.720   539,937.327   MT  0.99961968   +0 11 38.5
 AK5523
 AK5523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5523!SPC FL E     -   1.00000387  x   0.99996087  =   0.99996474
 AK5523!UTM  17      -   1.00000387  x   0.99961968  =   0.99962355
 AK5523
 AK5523                          SUPERSEDED SURVEY CONTROL
 AK5523
 AK5523  NAD 83(1986)-  28 24 47.62596(N)    080 35 32.10931(W) AD(       ) 1
 AK5523  NAD 27      -  28 24 46.61129(N)    080 35 32.91911(W) AD(       ) 1
 AK5523
 AK5523.Superseded values are not recommended for survey control.
 AK5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5523.See file dsdata.txt to determine how the superseded data were derived.
 AK5523
 AK5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3993743047(NAD 83)
 AK5523_MARKER: DD = SURVEY DISK
 AK5523_SETTING: 0 = UNSPECIFIED SETTING
 AK5523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5523
 AK5523  HISTORY     - Date     Condition        Report By
 AK5523  HISTORY     - 1959     MONUMENTED       CGS
 AK5523
 AK5523                          STATION DESCRIPTION
 AK5523
 AK5523'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AK5523'THIS STATION IS LOCATED 0.75 MILE EAST-SOUTH-EAST OF THE SOUTH
 AK5523'GATE OF CAPE CANAVERAL MISSILE BASE AND IS THE INTERSECTION
 AK5523'OF THE TWO PERPENDICULAR BASELINES.  A 14 IN X 14 IN CONCRETE
 AK5523'PILING WAS DRIVEN APPROXIMATELY 30 FEET INTO THE GROUND.  THE
 AK5523'TOP TWO FEET WAS LATER KNOCKED OUT WITH A JACK-HAMMER, EXPOSING
 AK5523'THE REINFORCING RODS.  A 3 INCH GALVANIZED STEEL PIPE WAS
 AK5523'THEN PLACED IN THE CENTER AND NEW CONCRETE WAS POURED AROUND
 AK5523'IT.  A 6 INCH BRASS DISK WAS BRAZED TO THE PIPE AND AT A LATER
 AK5523'DATE A NEWLY DESIGNED ADJUSTABLE DISK WAS BOLTED TO THIS.
 AK5523'THE DISK IS 6 INCHES IN DIAMETER AND HAS A CENTER PORTION
 AK5523'THAT IS MOVABLE WITH THE USE OF TWO SCREWS MOUNTED AT 90
 AK5523'DEG.
 AK5523'
 AK5523'TO REACH THE AZUSA MARK II COMPLEX FROM THE SOUTH GATE AT CAPE
 AK5523'CANAVERAL, GO EAST FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK
 AK5523'AND GO EAST AND SOUTH FOR 0.05 MILE TO A SECOND FORK.  TAKE
 AK5523'RIGHT FORK AND GO EAST AND SOUTH FOR 0.4 MILE TO A SIDE ROAD
 AK5523'LEFT.  TURN LEFT (EAST) FOR 0.4 MILE ON BLACK TOP ROAD TO
 AK5523'ENTRANCE OF AZUSA MARK II COMPLEX ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2587 ***********************************************************************
 AK2587  DESIGNATION -  AZUSA TRANS PONDER 1
 AK2587  PID         -  AK2587
 AK2587  STATE/COUNTY-  FL/BREVARD
 AK2587  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2587
 AK2587                         *CURRENT SURVEY CONTROL
 AK2587  ___________________________________________________________________
 AK2587* NAD 83(1986)-  28 25 05.     (N)    080 36 24.     (W)     SCALED    
 AK2587* NAVD 88     -         2.268  (meters)       7.44   (feet)  ADJUSTED  
 AK2587  ___________________________________________________________________
 AK2587  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2587  DYNAMIC HT  -           2.265 (meters)       7.43  (feet)  COMP
 AK2587  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 AK2587
 AK2587  VERT ORDER  -  FIRST     CLASS II
 AK2587
 AK2587.The horizontal coordinates were scaled from a topographic map and have
 AK2587.an estimated accuracy of +/- 6 seconds.
 AK2587
 AK2587.The orthometric height was determined by differential leveling
 AK2587.and adjusted by the National Geodetic Survey in June 1991..
 AK2587
 AK2587.The geoid height was determined by GEOID03.
 AK2587
 AK2587.The dynamic height is computed by dividing the NAVD 88
 AK2587.geopotential number by the normal gravity value computed on the
 AK2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2587.degrees latitude (g = 980.6199 gals.).
 AK2587
 AK2587.The modeled gravity was interpolated from observed gravity values.
 AK2587
 AK2587;                    North         East    Units  Estimated Accuracy
 AK2587;SPC FL E     -   452,600.      238,540.      MT  (+/- 180 meters Scaled)
 AK2587
 AK2587                          SUPERSEDED SURVEY CONTROL
 AK2587
 AK2587  NGVD 29 (??/??/92)    2.643  (m)            8.67   (f) ADJ UNCH    1 2
 AK2587
 AK2587.Superseded values are not recommended for survey control.
 AK2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2587.See file dsdata.txt to determine how the superseded data were derived.
 AK2587
 AK2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM385435(NAD 83)
 AK2587_MARKER: Z = SEE DESCRIPTION
 AK2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2587+STABILITY: SURFACE MOTION
 AK2587
 AK2587  HISTORY     - Date     Condition        Report By
 AK2587  HISTORY     - UNK      MONUMENTED       PANAM
 AK2587  HISTORY     - 1963     GOOD             NGS
 AK2587
 AK2587                          STATION DESCRIPTION
 AK2587
 AK2587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK2587'5.9 MI SW FROM CAPE CANAVERAL MISSILE BASE.
 AK2587'ABOUT 5.9 MILES SOUTH AND WEST ALONG THE CAPE ROAD FROM THE
 AK2587'CENTRAL CONTROL BUILDING AT CAPE CANAVERAL MISSILE BASE, 0.05
 AK2587'MILE SOUTHWEST OF THE SOUTH ENTRANCE TO THE CAPE AREA, 98 YARDS
 AK2587'SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 AK2587'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK2587'NOTE-- A 90-FOOT BILBY TOWER IS ERECTED OVER THIS STATION AND
 AK2587'IS SET IN CONCRETE SO IS A PERMANENT INSTALLATION.  THE TOWER
 AK2587'IS PAINTED ORANGE.  PREVIOUSLY PUBLISHED AS AZUSA MARK 11
 AK2587'TRANSPONDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5528 ***********************************************************************
 AK5528  DESIGNATION -  AZUSA TRANSPONDER 1961
 AK5528  PID         -  AK5528
 AK5528  STATE/COUNTY-  FL/BREVARD
 AK5528  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5528
 AK5528                         *CURRENT SURVEY CONTROL
 AK5528  ___________________________________________________________________
 AK5528* NAD 83(1990)-  28 25 05.35858(N)    080 36 24.37292(W)     ADJUSTED  
 AK5528* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 AK5528  ___________________________________________________________________
 AK5528  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AK5528  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5528
 AK5528  HORZ ORDER  -  FIRST
 AK5528  VERT ORDER  -  THIRD ? (See Below)
 AK5528
 AK5528.The horizontal coordinates were established by classical geodetic methods
 AK5528.and adjusted by the National Geodetic Survey in May 1991..
 AK5528
 AK5528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5528.The vertical order pertains to the NGVD 29 superseded value.
 AK5528
 AK5528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5528
 AK5528.The geoid height was determined by GEOID03.
 AK5528
 AK5528;                    North         East     Units Scale Factor Converg.
 AK5528;SPC FL E     -   452,610.318   238,526.375   MT  0.99995949   +0 11 13.7
 AK5528;SPC FL E     - 1,484,939.02    782,565.28   sFT  0.99995949   +0 11 13.7
 AK5528;UTM  17      - 3,143,587.870   538,513.230   MT  0.99961831   +0 11 13.7
 AK5528
 AK5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5528!SPC FL E     -   1.00000408  x   0.99995949  =   0.99996357
 AK5528!UTM  17      -   1.00000408  x   0.99961831  =   0.99962239
 AK5528
 AK5528                          SUPERSEDED SURVEY CONTROL
 AK5528
 AK5528  NAD 83(1986)-  28 25 05.36486(N)    080 36 24.38618(W) AD(       ) 1
 AK5528  NAD 27      -  28 25 04.35015(N)    080 36 25.19569(W) AD(       ) 1
 AK5528  NGVD 29 (07/19/86)    2.64   (m)            8.7    (f) LEVELING    3  
 AK5528
 AK5528.Superseded values are not recommended for survey control.
 AK5528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5528.See file dsdata.txt to determine how the superseded data were derived.
 AK5528
 AK5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3851343588(NAD 83)
 AK5528_MARKER: Z = SEE DESCRIPTION
 AK5528_SETTING: 0 = UNSPECIFIED SETTING
 AK5528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5528
 AK5528  HISTORY     - Date     Condition        Report By
 AK5528  HISTORY     - 1961     MONUMENTED       CGS
 AK5528
 AK5528                          STATION DESCRIPTION
 AK5528
 AK5528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK5528'SEE STATION AZUSA TRANSPONDER 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2600 ***********************************************************************
 AK2600  DESIGNATION -  AZUSA TRANSPONDER 2
 AK2600  PID         -  AK2600
 AK2600  STATE/COUNTY-  FL/BREVARD
 AK2600  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2600
 AK2600                         *CURRENT SURVEY CONTROL
 AK2600  ___________________________________________________________________
 AK2600* NAD 83(1986)-  28 24 55.     (N)    080 36 32.     (W)     SCALED    
 AK2600* NAVD 88     -         2.552  (meters)       8.37   (feet)  ADJUSTED  
 AK2600  ___________________________________________________________________
 AK2600  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK2600  DYNAMIC HT  -           2.548 (meters)       8.36  (feet)  COMP
 AK2600  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 AK2600
 AK2600  VERT ORDER  -  FIRST     CLASS II
 AK2600
 AK2600.The horizontal coordinates were scaled from a topographic map and have
 AK2600.an estimated accuracy of +/- 6 seconds.
 AK2600
 AK2600.The orthometric height was determined by differential leveling
 AK2600.and adjusted by the National Geodetic Survey in June 1991..
 AK2600
 AK2600.The geoid height was determined by GEOID03.
 AK2600
 AK2600.The dynamic height is computed by dividing the NAVD 88
 AK2600.geopotential number by the normal gravity value computed on the
 AK2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2600.degrees latitude (g = 980.6199 gals.).
 AK2600
 AK2600.The modeled gravity was interpolated from observed gravity values.
 AK2600
 AK2600;                    North         East    Units  Estimated Accuracy
 AK2600;SPC FL E     -   452,290.      238,320.      MT  (+/- 180 meters Scaled)
 AK2600
 AK2600                          SUPERSEDED SURVEY CONTROL
 AK2600
 AK2600  NGVD 29 (??/??/92)    2.926  (m)            9.60   (f) ADJ UNCH    1 2
 AK2600
 AK2600.Superseded values are not recommended for survey control.
 AK2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2600.See file dsdata.txt to determine how the superseded data were derived.
 AK2600
 AK2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM383432(NAD 83)
 AK2600_MARKER: DB = BENCH MARK DISK
 AK2600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK2600_SP_SET: PIER
 AK2600_STAMPING: AZUSA TRANS 2 1965
 AK2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2600
 AK2600  HISTORY     - Date     Condition        Report By
 AK2600  HISTORY     - 1965     MONUMENTED       CGS
 AK2600  HISTORY     - 1967     GOOD             NGS
 AK2600
 AK2600                          STATION DESCRIPTION
 AK2600
 AK2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK2600'AT CAPE KENNEDY.
 AK2600'TO REACH FROM THE SOUTH GATE AT CAPE KENNEDY, GO WEST ON THE
 AK2600'CAPE ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT (LEADING TO PORT
 AK2600'CANAVERAL), TURN LEFT (SOUTH) FOR 0.05 MILE TO A GATE (ENTRANCE
 AK2600'TO THE PORT AREA).  CONTINUE SOUTH PASSING THRU THE GATE FOR 0.2
 AK2600'MILE TO THE DOCK.  TURN LEFT (EAST) ALONG THE DOCKING AREA FOR
 AK2600'0.1 MILE TO A GATE (ENTRANCE TO THE U.S. NAVY DOCKS.  TURN RIGHT
 AK2600'SOUTH PASSING THRU THE GATE FOR 0.05 MILE TO A SIDE ROAD LEFT,
 AK2600'TURN LEFT EAST FOR 0.1 MILE TO THE MARK.  LOCATED ON CAPE
 AK2600'KENNEDY AT PORT CANAVERAL.  A SMOOTH BRASS DISK, CEMENTED IN THE
 AK2600'APPROXIMATE CENTER OF A 20 X 20 INCH CONCRETE PIER THAT PROJECTS
 AK2600'ABOUT 14 INCHES ABOVE THE SURFACE.
 AK2600
 AK2600                          STATION RECOVERY (1967)
 AK2600
 AK2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AK2600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5527 ***********************************************************************
 AK5527  DESIGNATION -  AZUSA TRANSPONDER 2 1965
 AK5527  PID         -  AK5527
 AK5527  STATE/COUNTY-  FL/BREVARD
 AK5527  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5527
 AK5527                         *CURRENT SURVEY CONTROL
 AK5527  ___________________________________________________________________
 AK5527* NAD 83(1990)-  28 24 54.44800(N)    080 36 16.90764(W)     ADJUSTED  
 AK5527* NAVD 88     -         2.52   (+/-2cm)       8.3    (feet)  VERTCON   
 AK5527  ___________________________________________________________________
 AK5527  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AK5527  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5527
 AK5527  HORZ ORDER  -  FIRST
 AK5527  VERT ORDER  -  THIRD ? (See Below)
 AK5527
 AK5527.The horizontal coordinates were established by classical geodetic methods
 AK5527.and adjusted by the National Geodetic Survey in May 1991..
 AK5527
 AK5527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5527.The vertical order pertains to the NGVD 29 superseded value.
 AK5527
 AK5527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5527
 AK5527.The geoid height was determined by GEOID03.
 AK5527
 AK5527;                    North         East     Units Scale Factor Converg.
 AK5527;SPC FL E     -   452,275.116   238,730.648   MT  0.99995968   +0 11 17.2
 AK5527;SPC FL E     - 1,483,839.28    783,235.47   sFT  0.99995968   +0 11 17.2
 AK5527;UTM  17      - 3,143,252.783   538,717.433   MT  0.99961850   +0 11 17.2
 AK5527
 AK5527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5527!SPC FL E     -   1.00000404  x   0.99995968  =   0.99996372
 AK5527!UTM  17      -   1.00000404  x   0.99961850  =   0.99962254
 AK5527
 AK5527:                Primary Azimuth Mark                     Grid Az
 AK5527:SPC FL E     -  JOHN                                     043 02 11.4
 AK5527:UTM  17      -  JOHN                                     043 02 11.4
 AK5527
 AK5527|---------------------------------------------------------------------|
 AK5527| PID    Reference Object                     Distance      Geod. Az  |
 AK5527|                                                           dddmmss.s |
 AK5527| AK2588 JOHN                                APPROX. 0.6 KM 0431328.6 |
 AK5527| AK5516 COCOA BEACH WCKS RADIO MAST         APPROX. 3.7 KM 1853402.5 |
 AK5527| AK5517 P CANAVERAL UNIV ATLAS SILO         APPROX. 0.9 KM 2032724.4 |
 AK5527| AK5528 AZUSA TRANSPONDER 1961              392.556 METERS 32850     |
 AK5527|---------------------------------------------------------------------|
 AK5527
 AK5527                          SUPERSEDED SURVEY CONTROL
 AK5527
 AK5527  NAD 83(1986)-  28 24 54.45430(N)    080 36 16.92092(W) AD(       ) 1
 AK5527  NAD 27      -  28 24 53.43910(N)    080 36 17.73016(W) AD(       ) 1
 AK5527  NGVD 29 (07/19/86)    2.93   (m)            9.6    (f) LEVELING    3  
 AK5527
 AK5527.Superseded values are not recommended for survey control.
 AK5527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5527.See file dsdata.txt to determine how the superseded data were derived.
 AK5527
 AK5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3871743253(NAD 83)
 AK5527_MARKER: DD = SURVEY DISK
 AK5527_SETTING: 0 = UNSPECIFIED SETTING
 AK5527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5527
 AK5527  HISTORY     - Date     Condition        Report By
 AK5527  HISTORY     - 1965     MONUMENTED       CGS
 AK5527  HISTORY     - 19950222 GOOD             USPSQD
 AK5527
 AK5527                          STATION DESCRIPTION
 AK5527
 AK5527'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK5527'LOCATED ON CAPE KENNEDY AT PORT CANAVERAL.  A SMOOTH BRASS DISK,
 AK5527'CEMENTED IN THE APPROXIMATE CENTER OF A 20 X 20 INCH CONCRETE
 AK5527'PIER THAT PROJECTS ABOUT 14 INCHES ABOVE THE SURFACE AND
 AK5527'STAMPED AZUSA TRANS 2 1965.
 AK5527'
 AK5527'TO REACH FROM THE SOUTH GATE AT CAPE KENNEDY, GO WEST ON THE
 AK5527'CAPE ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT (LEADING TO
 AK5527'PORT CANAVERAL), TURN LEFT (SOUTH) FOR 0.05 MILE TO A
 AK5527'GATE (ENTRANCE TO THE PORT AREA).  CONTINUE SOUTH FOR 0.2 MILE
 AK5527'TO THE DOCK.  TURN LEFT EAST ALONG THE DOCKING AREA FOR
 AK5527'0.1 MILE TO A GATE (ENTRANCE TO THE U.S. NAVY DOCKS.) TURN
 AK5527'RIGHT SOUTH PASSING THRU THE GATE FOR 0.05 MILE TO A SIDE
 AK5527'ROAD LEFT, TURN LEFT EAST FOR 0.1 MILE TO THE STATION.
 AK5527'
 AK5527'NOTE--THERE IS A 90 FOOT STEEL TOWER, ERECTED OVER THE
 AK5527'MARK, SUPPORTED BY 3, 2 X 3 FOOT CONCRETE PIERS THAT PROJECT
 AK5527'6 FEET ABOVE THE SURFACE.
 AK5527'
 AK5527'A TRAVERSE CONNECTION WAS MADE AS SHOWN ABOVE.
 AK5527'
 AK5527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AK5527
 AK5527                          STATION RECOVERY (1995)
 AK5527
 AK5527'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5339 ***********************************************************************
 AG5339  DESIGNATION -  B
 AG5339  PID         -  AG5339
 AG5339  STATE/COUNTY-  FL/PINELLAS
 AG5339  USGS QUAD   -  GANDY BRIDGE (1987)
 AG5339
 AG5339                         *CURRENT SURVEY CONTROL
 AG5339  ___________________________________________________________________
 AG5339* NAD 83(1986)-  27 52 52.     (N)    082 34 39.     (W)     SCALED    
 AG5339* NAVD 88     -         3.488  (meters)      11.44   (feet)  ADJUSTED  
 AG5339  ___________________________________________________________________
 AG5339  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AG5339  DYNAMIC HT  -           3.483 (meters)      11.43  (feet)  COMP
 AG5339  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AG5339
 AG5339  VERT ORDER  -  FIRST     CLASS I
 AG5339
 AG5339.The horizontal coordinates were scaled from a topographic map and have
 AG5339.an estimated accuracy of +/- 6 seconds.
 AG5339
 AG5339.The orthometric height was determined by differential leveling
 AG5339.and adjusted by the National Geodetic Survey in June 1991..
 AG5339
 AG5339.The geoid height was determined by GEOID03.
 AG5339
 AG5339.The dynamic height is computed by dividing the NAVD 88
 AG5339.geopotential number by the normal gravity value computed on the
 AG5339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5339.degrees latitude (g = 980.6199 gals.).
 AG5339
 AG5339.The modeled gravity was interpolated from observed gravity values.
 AG5339
 AG5339;                    North         East    Units  Estimated Accuracy
 AG5339;SPC FL W     -   393,170.      143,140.      MT  (+/- 180 meters Scaled)
 AG5339
 AG5339                          SUPERSEDED SURVEY CONTROL
 AG5339
 AG5339  NGVD 29 (??/??/92)    3.753  (m)           12.31   (f) ADJ UNCH    1 1
 AG5339
 AG5339.Superseded values are not recommended for survey control.
 AG5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5339.See file dsdata.txt to determine how the superseded data were derived.
 AG5339
 AG5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447850(NAD 83)
 AG5339_MARKER: DD = SURVEY DISK
 AG5339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5339_SP_SET: BRIDGE
 AG5339_STAMPING: B
 AG5339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5339+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG5339
 AG5339  HISTORY     - Date     Condition        Report By
 AG5339  HISTORY     - UNK      MONUMENTED       FLHD
 AG5339  HISTORY     - 1966     GOOD             NGS
 AG5339  HISTORY     - 1978     GOOD             NGS
 AG5339  HISTORY     - 20040406 GOOD             USPSQD
 AG5339
 AG5339                          STATION DESCRIPTION
 AG5339
 AG5339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5339'3.1 MI W FROM TAMPA.
 AG5339'ABOUT O.1 MILES WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION
 AG5339'OF WEST SHORE BOULEVARD AT TAMPA, 0.3 MILE EAST OF THE WEST END
 AG5339'OF THE GANDY BRIDGE OVER TAMPA BAY, 51 YARDS WEST OF LIGHT
 AG5339'POLE NO. 21, 1 FOOT NORTH OF THE SOUTH EDGE OF THE GUARD RAIL
 AG5339'BASE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR AND IN
 AG5339'THE TOP OF THE NORTH CONCRETE GUARD RAIL BASE FOR THE WEST-BOUND
 AG5339'BRIDGE.
 AG5339
 AG5339                          STATION RECOVERY (1978)
 AG5339
 AG5339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG5339'RECOVERED IN GOOD CONDITION.
 AG5339
 AG5339                          STATION RECOVERY (2004)
 AG5339
 AG5339'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG5339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5583 ***********************************************************************
 AF5583  DESIGNATION -  B
 AF5583  PID         -  AF5583
 AF5583  STATE/COUNTY-  FL/OKEECHOBEE
 AF5583  USGS QUAD   -  TAYLOR CREEK SE (1972)
 AF5583
 AF5583                         *CURRENT SURVEY CONTROL
 AF5583  ___________________________________________________________________
 AF5583* NAD 83(1986)-  27 17 56.     (N)    080 49 37.     (W)     SCALED    
 AF5583* NAVD 88     -         9.552  (meters)      31.34   (feet)  ADJUSTED  
 AF5583  ___________________________________________________________________
 AF5583  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AF5583  DYNAMIC HT  -           9.537 (meters)      31.29  (feet)  COMP
 AF5583  MODELED GRAV-     979,107.6   (mgal)                       NAVD 88
 AF5583
 AF5583  VERT ORDER  -  SECOND    CLASS 0
 AF5583
 AF5583.The horizontal coordinates were scaled from a topographic map and have
 AF5583.an estimated accuracy of +/- 6 seconds.
 AF5583
 AF5583.The orthometric height was determined by differential leveling
 AF5583.and adjusted by the National Geodetic Survey in June 1991..
 AF5583
 AF5583.The geoid height was determined by GEOID03.
 AF5583
 AF5583.The dynamic height is computed by dividing the NAVD 88
 AF5583.geopotential number by the normal gravity value computed on the
 AF5583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5583.degrees latitude (g = 980.6199 gals.).
 AF5583
 AF5583.The modeled gravity was interpolated from observed gravity values.
 AF5583
 AF5583;                    North         East    Units  Estimated Accuracy
 AF5583;SPC FL E     -   328,530.      217,130.      MT  (+/- 180 meters Scaled)
 AF5583
 AF5583                          SUPERSEDED SURVEY CONTROL
 AF5583
 AF5583  NGVD 29 (??/??/92)    9.93   (m)           32.6    (f) COMPUTED    2 0
 AF5583
 AF5583.Superseded values are not recommended for survey control.
 AF5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5583.See file dsdata.txt to determine how the superseded data were derived.
 AF5583
 AF5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL171195(NAD 83)
 AF5583_MARKER: DD = SURVEY DISK
 AF5583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF5583_SP_SET: BRIDGE
 AF5583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF5583
 AF5583  HISTORY     - Date     Condition        Report By
 AF5583  HISTORY     - UNK      MONUMENTED       FLDT
 AF5583  HISTORY     - 1961     GOOD             NGS
 AF5583  HISTORY     - 1977     GOOD             NGS
 AF5583  HISTORY     - 1987     GOOD             USPSQD
 AF5583
 AF5583                          STATION DESCRIPTION
 AF5583
 AF5583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AF5583'3.8 MI N FROM OKEECHOBEE.
 AF5583'3.8 MILES NORTH OF THE COUNTY COURTHOUSE IN OKEECHOBEE ALONG THE
 AF5583'WEST SIDE OF U.S. HIGHWAY 441, 18.6 FEET WEST OF THE CENTERLINE
 AF5583'OF U.S. HIGHWAY 441.  THE DISK IS CEMENTED IN THE NORTHWEST CORNER
 AF5583'OF THE MAIN WING OF A CONCRETE BRIDGE NO. H-20-44 OVER TAYLOR
 AF5583'CREEK.  IT IS A BRASS DISK WITH NO STAMPING.
 AF5583
 AF5583                          STATION RECOVERY (1977)
 AF5583
 AF5583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AF5583'RECOVERED IN GOOD CONDITION.
 AF5583
 AF5583                          STATION RECOVERY (1987)
 AF5583
 AF5583'RECOVERY NOTE BY US POWER SQUADRON 1987 (REK)
 AF5583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0480 ***********************************************************************
 AL0480  DESIGNATION -  B
 AL0480  PID         -  AL0480
 AL0480  STATE/COUNTY-  FL/PASCO
 AL0480  USGS QUAD   -  WESLEY CHAPEL (1987)
 AL0480
 AL0480                         *CURRENT SURVEY CONTROL
 AL0480  ___________________________________________________________________
 AL0480* NAD 83(1990)-  28 13 58.90892(N)    082 18 27.99727(W)     ADJUSTED  
 AL0480* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AL0480  ___________________________________________________________________
 AL0480  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AL0480  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AL0480
 AL0480  HORZ ORDER  -  THIRD
 AL0480
 AL0480.The horizontal coordinates were established by classical geodetic methods
 AL0480.and adjusted by the National Geodetic Survey in May 1991..
 AL0480
 AL0480.The orthometric height was scaled from a topographic map.
 AL0480
 AL0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0480
 AL0480.The geoid height was determined by GEOID03.
 AL0480
 AL0480;                    North         East     Units Scale Factor Converg.
 AL0480;SPC FL W     -   432,070.570   169,793.549   MT  0.99995243   -0 08 44.2
 AL0480;SPC FL W     - 1,417,551.53    557,064.34   sFT  0.99995243   -0 08 44.2
 AL0480;UTM  17      - 3,123,709.573   371,687.540   MT  0.99980320   -0 37 07.5
 AL0480
 AL0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0480!SPC FL W     -   0.99999955  x   0.99995243  =   0.99995198
 AL0480!UTM  17      -   0.99999955  x   0.99980320  =   0.99980275
 AL0480
 AL0480:                Primary Azimuth Mark                     Grid Az
 AL0480:SPC FL W     -  A 1943                                   089 37 15.7
 AL0480:UTM  17      -  A 1943                                   090 05 39.0
 AL0480
 AL0480|---------------------------------------------------------------------|
 AL0480| PID    Reference Object                     Distance      Geod. Az  |
 AL0480|                                                           dddmmss.s |
 AL0480| AL0489 A 1943                              APPROX. 0.7 KM 0892831.5 |
 AL0480| CW6724 B RM 2                               36.208 METERS 34400     |
 AL0480| CW6723 B RM 1                               23.430 METERS 34400     |
 AL0480| AL0483 C                                   409.387 METERS 3594258.9 |
 AL0480|---------------------------------------------------------------------|
 AL0480
 AL0480                          SUPERSEDED SURVEY CONTROL
 AL0480
 AL0480  NAD 83(1986)-  28 13 58.90810(N)    082 18 27.99680(W) AD(       ) 3
 AL0480  NAD 27      -  28 13 57.88400(N)    082 18 28.68900(W) AD(       ) 3
 AL0480
 AL0480.Superseded values are not recommended for survey control.
 AL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0480.See file dsdata.txt to determine how the superseded data were derived.
 AL0480
 AL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7168823710(NAD 83)
 AL0480_MARKER: DE = TRAVERSE STATION DISK
 AL0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0480
 AL0480  HISTORY     - Date     Condition        Report By
 AL0480  HISTORY     - 1943     MONUMENTED       CGS
 AL0480  HISTORY     - 1962     MARK NOT FOUND   CGS
 AL0480
 AL0480                          STATION DESCRIPTION
 AL0480
 AL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 AL0480'THE STATION IS LOCATED ABOUT 13.1 MILES E OF DENHAM, FLORIDA,
 AL0480'AT THE INTERSECTION OF THE PRODUCED TANGENTS OF A SHARP CURVE
 AL0480'IN THE HIGHWAY AND IN THE CENTER OF AN OLD ABANDONED ROAD.  14.6
 AL0480'FEET E OF A WIRE FENCE AND 70 FEET FROM THE CENTER LINE OF THE
 AL0480'HIGHWAY, 30 FEET W OF A BLAZED PINE.  THE STATION IS A STANDARD
 AL0480'TRAVERSE DISK SET IN A 10-INCH SQUARE CONCRETE POST, STAMPED B
 AL0480'1943.
 AL0480'
 AL0480'REFERENCE MARK IS STAMPED R.M. 1 B 1943, AND IS 20.422 METERS
 AL0480'OR 67.00 FEET FROM THE STATION.
 AL0480
 AL0480                          STATION RECOVERY (1962)
 AL0480
 AL0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 AL0480'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE AREA IS COVERED
 AL0480'WITH HEAVY BRUSH AND THE MARK MAY BE COVERED WITH LEAVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0710 ***********************************************************************
 AR0710  DESIGNATION -  B 1
 AR0710  PID         -  AR0710
 AR0710  STATE/COUNTY-  FL/LEVY
 AR0710  USGS QUAD   -  SUMNER (1993)
 AR0710
 AR0710                         *CURRENT SURVEY CONTROL
 AR0710  ___________________________________________________________________
 AR0710* NAD 83(1986)-  29 13 04.     (N)    082 57 44.     (W)     SCALED    
 AR0710* NAVD 88     -         1.916  (meters)       6.29   (feet)  POSTED    
 AR0710  ___________________________________________________________________
 AR0710  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AR0710  DYNAMIC HT  -           1.910 (meters)       6.27  (feet)  COMP
 AR0710  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AR0710
 AR0710  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AR0710
 AR0710.The horizontal coordinates were scaled from a topographic map and have
 AR0710.an estimated accuracy of +/- 6 seconds.
 AR0710
 AR0710.The orthometric height was determined by differential leveling
 AR0710.and adjusted by the National Geodetic Survey in 1992..
 AR0710.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AR0710.rate of 2.1 thru 3.0 mm/km.
 AR0710
 AR0710.The geoid height was determined by GEOID03.
 AR0710
 AR0710.The dynamic height is computed by dividing the NAVD 88
 AR0710.geopotential number by the normal gravity value computed on the
 AR0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0710.degrees latitude (g = 980.6199 gals.).
 AR0710
 AR0710.The modeled gravity was interpolated from observed gravity values.
 AR0710
 AR0710;                    North         East    Units  Estimated Accuracy
 AR0710;SPC FL W     -   541,550.      106,440.      MT  (+/- 180 meters Scaled)
 AR0710
 AR0710                          SUPERSEDED SURVEY CONTROL
 AR0710
 AR0710  NGVD 29 (??/??/92)    2.125  (m)            6.97   (f) ADJ UNCH    1 2
 AR0710
 AR0710.Superseded values are not recommended for survey control.
 AR0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0710.See file dsdata.txt to determine how the superseded data were derived.
 AR0710
 AR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN092337(NAD 83)
 AR0710_MARKER: DB = BENCH MARK DISK
 AR0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0710_STAMPING: 6.972 B 1
 AR0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0710+STABILITY: SURFACE MOTION
 AR0710
 AR0710  HISTORY     - Date     Condition        Report By
 AR0710  HISTORY     - UNK      MONUMENTED       CGS
 AR0710  HISTORY     - 1966     GOOD             NGS
 AR0710  HISTORY     - 1984     MARK NOT FOUND   DMA
 AR0710
 AR0710                          STATION DESCRIPTION
 AR0710
 AR0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0710'8 MI NE FROM CEDAR KEY.
 AR0710'ABOUT 8.0 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM SECOND
 AR0710'STREET AT CEDAR KEYS, LEVY COUNTY, ABOUT 1,500 FEET EAST OF THE
 AR0710'POST OFFICE AT SUMNER, ABOUT 0.2 MILE SOUTH OF THE HIGHWAY,
 AR0710'153 FEET SOUTH OF THE CENTER OF THE EAST ONE OF TWO SAWDUST
 AR0710'PILES, AND 49 FEET SOUTH OF THE CENTER LINE OF THE ABANDONED
 AR0710'SEABOARD AIR LINE RAILWAY GRADE.  A STANDARD DISK, STAMPED
 AR0710'6.972 B 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AR0710'ABOUT 6 INCHES ABOVE GROUND.
 AR0710
 AR0710                          STATION RECOVERY (1984)
 AR0710
 AR0710'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (PKM)
 AR0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5314 ***********************************************************************
 AG5314  DESIGNATION -  B 1 FLDPW
 AG5314  PID         -  AG5314
 AG5314  STATE/COUNTY-  FL/PINELLAS
 AG5314  USGS QUAD   -  ST PETERSBURG (1987)
 AG5314
 AG5314                         *CURRENT SURVEY CONTROL
 AG5314  ___________________________________________________________________
 AG5314* NAD 83(1986)-  27 46 24.     (N)    082 37 52.     (W)     SCALED    
 AG5314* NAVD 88     -         1.455  (meters)       4.77   (feet)  ADJUSTED  
 AG5314  ___________________________________________________________________
 AG5314  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AG5314  DYNAMIC HT  -           1.453 (meters)       4.77  (feet)  COMP
 AG5314  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AG5314
 AG5314  VERT ORDER  -  FIRST     CLASS I
 AG5314
 AG5314.The horizontal coordinates were scaled from a topographic map and have
 AG5314.an estimated accuracy of +/- 6 seconds.
 AG5314
 AG5314.The orthometric height was determined by differential leveling
 AG5314.and adjusted by the National Geodetic Survey in June 1991..
 AG5314
 AG5314.The geoid height was determined by GEOID03.
 AG5314
 AG5314.The dynamic height is computed by dividing the NAVD 88
 AG5314.geopotential number by the normal gravity value computed on the
 AG5314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5314.degrees latitude (g = 980.6199 gals.).
 AG5314
 AG5314.The modeled gravity was interpolated from observed gravity values.
 AG5314
 AG5314;                    North         East    Units  Estimated Accuracy
 AG5314;SPC FL W     -   381,250.      137,800.      MT  (+/- 180 meters Scaled)
 AG5314
 AG5314                          SUPERSEDED SURVEY CONTROL
 AG5314
 AG5314  NGVD 29 (??/??/92)    1.722  (m)            5.65   (f) ADJ UNCH    1 1
 AG5314
 AG5314.Superseded values are not recommended for survey control.
 AG5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5314.See file dsdata.txt to determine how the superseded data were derived.
 AG5314
 AG5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL392731(NAD 83)
 AG5314_MARKER: Z = SEE DESCRIPTION
 AG5314_SETTING: 0 = UNSPECIFIED SETTING
 AG5314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5314
 AG5314  HISTORY     - Date     Condition        Report By
 AG5314  HISTORY     - UNK      MONUMENTED       FL-103
 AG5314  HISTORY     - 1966     GOOD             NGS
 AG5314  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 AG5314  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 AG5314
 AG5314                          STATION DESCRIPTION
 AG5314
 AG5314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5314'AT ST PETERSBURG.
 AG5314'AT ST. PETERSBURG, AT THE INTERSECTION OF BAYSHORE DRIVE NE.
 AG5314'AND 2ND AVENUE NORTH, 40 FEET NORTHEAST OF THE CENTER OF THE
 AG5314'INTERSECTION, 10.1 FEET SOUTHWEST OF THE NORTHEAST ROUNDED CURB
 AG5314'OF THE INTERSECTION, 15.0 FEET SOUTHWEST OF CONCRETE POWER POLE
 AG5314'NO. 1A57373, THE POINT HELD IS A 1 1/2-INCH RAISED CROSS IN THE
 AG5314'CENTER OF A 4-INCH IRON PLATE SET IN THE STREET ABOUT 4-INCHES
 AG5314'BELOW THE SURFACE OF THE STREET ACCESS IS HAD THROUGH A 3-INCH
 AG5314'HOLE WHICH HAS BEEN CUT IN THE BLACK TOPPING.  NOTE-- STREET
 AG5314'PAVED OVER.
 AG5314
 AG5314                          STATION RECOVERY (1974)
 AG5314
 AG5314'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG5314'MARK NOT FOUND.
 AG5314
 AG5314                          STATION RECOVERY (2003)
 AG5314
 AG5314'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG5314'AT THE LOCATION DESCRIBED, THERE IS A COVER PLATE THAT COULD BE THE
 AG5314'COVER PLATE DESCRIBED.HOWEVER, IT HAS BEEN ASPHALTED IN PLACE AND
 AG5314'COULD NOT BE REMOVED TO CHECK FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5348 ***********************************************************************
 AG5348  DESIGNATION -  B 1 H CO FLHD
 AG5348  PID         -  AG5348
 AG5348  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5348  USGS QUAD   -  GANDY BRIDGE (1987)
 AG5348
 AG5348                         *CURRENT SURVEY CONTROL
 AG5348  ___________________________________________________________________
 AG5348* NAD 83(1986)-  27 53 18.     (N)    082 33 04.     (W)     SCALED    
 AG5348* NAVD 88     -        14.688  (meters)      48.19   (feet)  ADJUSTED  
 AG5348  ___________________________________________________________________
 AG5348  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AG5348  DYNAMIC HT  -          14.666 (meters)      48.12  (feet)  COMP
 AG5348  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AG5348
 AG5348  VERT ORDER  -  FIRST     CLASS I
 AG5348
 AG5348.The horizontal coordinates were scaled from a topographic map and have
 AG5348.an estimated accuracy of +/- 6 seconds.
 AG5348
 AG5348.The orthometric height was determined by differential leveling
 AG5348.and adjusted by the National Geodetic Survey in June 1991..
 AG5348
 AG5348.The geoid height was determined by GEOID03.
 AG5348
 AG5348.The dynamic height is computed by dividing the NAVD 88
 AG5348.geopotential number by the normal gravity value computed on the
 AG5348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5348.degrees latitude (g = 980.6199 gals.).
 AG5348
 AG5348.The modeled gravity was interpolated from observed gravity values.
 AG5348
 AG5348;                    North         East    Units  Estimated Accuracy
 AG5348;SPC FL W     -   393,960.      145,740.      MT  (+/- 180 meters Scaled)
 AG5348
 AG5348                          SUPERSEDED SURVEY CONTROL
 AG5348
 AG5348  NGVD 29 (??/??/92)   14.954  (m)           49.06   (f) ADJ UNCH    1 1
 AG5348
 AG5348.Superseded values are not recommended for survey control.
 AG5348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5348.See file dsdata.txt to determine how the superseded data were derived.
 AG5348
 AG5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL473857(NAD 83)
 AG5348_MARKER: DD = SURVEY DISK
 AG5348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5348_SP_SET: BRIDGE
 AG5348_STAMPING: B 1
 AG5348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5348
 AG5348  HISTORY     - Date     Condition        Report By
 AG5348  HISTORY     - UNK      MONUMENTED       FLHD
 AG5348  HISTORY     - 1966     GOOD             NGS
 AG5348  HISTORY     - 1978     GOOD             NGS
 AG5348
 AG5348                          STATION DESCRIPTION
 AG5348
 AG5348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5348'1.4 MI W FROM TAMPA.
 AG5348'ABOUT 1.45 MILES WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION
 AG5348'OF WEST SHORE BOULEVARD AT TAMPA, 0.65 MILE WEST OF THE EAST
 AG5348'END OF GANDY BRIDGE OVER OLD TAMPA BAY, DIRECTLY ON TOP OF THE
 AG5348'ELEVATED PORTION OF THE BRIDGE FOR BOAT TRAVEL, 68 YARDS
 AG5348'EAST OF LIGHT POLE NO. 94, 1 FOOT NORTH OF THE SOUTH EDGE OF
 AG5348'THE GUARD RAIL BASE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE
 AG5348'FLOOR AND IN THE TOP OF THE NORTH CONCRTE GUARD RAIL BASE
 AG5348'OF THE WEST-BOUND BRIDGE.
 AG5348
 AG5348                          STATION RECOVERY (1978)
 AG5348
 AG5348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG5348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1494 ***********************************************************************
 AG1494  DESIGNATION -  B 10
 AG1494  PID         -  AG1494
 AG1494  STATE/COUNTY-  FL/MANATEE
 AG1494  USGS QUAD   -  VERNA (1979)
 AG1494
 AG1494                         *CURRENT SURVEY CONTROL
 AG1494  ___________________________________________________________________
 AG1494* NAD 83(1990)-  27 28 30.18960(N)    082 20 09.29412(W)     ADJUSTED  
 AG1494* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AG1494  ___________________________________________________________________
 AG1494  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AG1494  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG1494
 AG1494  HORZ ORDER  -  THIRD
 AG1494
 AG1494.The horizontal coordinates were established by classical geodetic methods
 AG1494.and adjusted by the National Geodetic Survey in May 1991..
 AG1494
 AG1494.The orthometric height was scaled from a topographic map.
 AG1494
 AG1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1494
 AG1494.The geoid height was determined by GEOID03.
 AG1494
 AG1494;                    North         East     Units Scale Factor Converg.
 AG1494;SPC FL W     -   348,085.144   166,801.880   MT  0.99995478   -0 09 17.9
 AG1494;SPC FL W     - 1,142,009.34    547,249.17   sFT  0.99995478   -0 09 17.9
 AG1494;UTM  17      - 3,039,763.472   368,011.526   MT  0.99981504   -0 36 59.1
 AG1494
 AG1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1494!SPC FL W     -   1.00000078  x   0.99995478  =   0.99995556
 AG1494!UTM  17      -   1.00000078  x   0.99981504  =   0.99981582
 AG1494
 AG1494:                Primary Azimuth Mark                     Grid Az
 AG1494:SPC FL W     -  C 10                                     091 54 53.6
 AG1494:UTM  17      -  C 10                                     092 22 34.8
 AG1494
 AG1494|---------------------------------------------------------------------|
 AG1494| PID    Reference Object                     Distance      Geod. Az  |
 AG1494|                                                           dddmmss.s |
 AG1494| AG1495 C 10                                APPROX. 1.2 KM 0914535.7 |
 AG1494| CW6896 B 10 RM 1                            13.612 METERS 12908     |
 AG1494| CW6897 B 10 RM 2                            19.367 METERS 24703     |
 AG1494| AG1493 A 10                                APPROX. 1.3 KM 2704413.3 |
 AG1494| AG1514 B 10 2                               22.156 METERS 33755     |
 AG1494|---------------------------------------------------------------------|
 AG1494
 AG1494                          SUPERSEDED SURVEY CONTROL
 AG1494
 AG1494  NAD 83(1986)-  27 28 30.19172(N)    082 20 09.30721(W) AD(       ) 3
 AG1494  NAD 27      -  27 28 29.04467(N)    082 20 09.97360(W) AD(       ) 3
 AG1494
 AG1494.Superseded values are not recommended for survey control.
 AG1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1494.See file dsdata.txt to determine how the superseded data were derived.
 AG1494
 AG1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6801239763(NAD 83)
 AG1494_MARKER: DD = SURVEY DISK
 AG1494_SETTING: 0 = UNSPECIFIED SETTING
 AG1494
 AG1494  HISTORY     - Date     Condition        Report By
 AG1494  HISTORY     - 1944     MONUMENTED       CGS
 AG1494  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AG1494
 AG1494                          STATION DESCRIPTION
 AG1494
 AG1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1494'STATION IS 13.7 MILES E ALONG STATE HIGHWAY 161 FROM THE MANATEE
 AG1494'PUBLIC SCHOOL, 0.35 MILE E OF HIGHWAY BRIDGE 41, 13 FEET S OF
 AG1494'THE CENTER LINE OF HWY., 5 FEET S OF THE EDGE OF THE HIGHWAY,
 AG1494'AND 26 FEET N OF A FENCE LINE.  IT IS STAMPED B 10 1944 AND IS
 AG1494'4 INCHES BELOW THE SURFACE OF THE GROUND.  A 4-INCH SQUARE
 AG1494'WOODEN WITNESS POST IS 20 FEET S OF THE STATION.
 AG1494'
 AG1494'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1494'THE TOP OF CONCRETE POSTS.
 AG1494'
 AG1494'REFERENCE MARK 1 IS SE OF THE STATION, 40 FEET S OF THE CENTER
 AG1494'LINE OF HIGHWAY 161, AND 1 FOOT S OF A FENCE LINE.  IT IS
 AG1494'STAMPED B 10 NO 1 1944 AND PROJECTS ABOUT 6 INCHES.
 AG1494'
 AG1494'REFERENCE MARK 2 IS SW OF THE STATION, 40 FEET S OF THE CENTER
 AG1494'LINE OF HIGHWAY 161, AND 1-1/2 FEET S OF A FENCE LINE.  IT IS
 AG1494'STAMPED B 10 NO 2 1944 AND PROJECTS ABOUT 6 INCHES.
 AG1494'
 AG1494'THE AZIMUTH MARKS FOR THIS STATION ARE TRAVERSE STATIONS A 10,
 AG1494'0.8 MILE W ALONG STATE HIGHWAY 161, AND C 10, 0.8 MILE E ALONG
 AG1494'THE HIGHWAY.
 AG1494'
 AG1494'TO REACH THE STATION FROM THE MANATEE PUBLIC SCHOOL, GO E ON
 AG1494'STATE HIGHWAY 161 FOR 13.7 MILES TO THE MARK ON THE RIGHT AS
 AG1494'DESCRIBED.
 AG1494'
 AG1494'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AG1494
 AG1494                          STATION RECOVERY (1954)
 AG1494
 AG1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR)
 AG1494'DESTROYED DUE TO HIGHWAY CONSTRUCTION.  STATION B 10 2 WAS
 AG1494'ESTABLISHED 72.688 FEET (22.155 METERS) TO THE NORTH.
 AG1494'
 AG1494'REFERENCE MARKS 1 AND 2 WERE MOVED AND THE DISKS RESTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1514 ***********************************************************************
 AG1514  DESIGNATION -  B 10 2
 AG1514  PID         -  AG1514
 AG1514  STATE/COUNTY-  FL/MANATEE
 AG1514  USGS QUAD   -  VERNA (1979)
 AG1514
 AG1514                         *CURRENT SURVEY CONTROL
 AG1514  ___________________________________________________________________
 AG1514* NAD 83(1990)-  27 28 30.85658(N)    082 20 09.59754(W)     ADJUSTED  
 AG1514* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AG1514  ___________________________________________________________________
 AG1514  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AG1514  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AG1514
 AG1514  HORZ ORDER  -  THIRD
 AG1514
 AG1514.The horizontal coordinates were established by classical geodetic methods
 AG1514.and adjusted by the National Geodetic Survey in May 1991..
 AG1514
 AG1514.The orthometric height was scaled from a topographic map.
 AG1514
 AG1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1514
 AG1514.The geoid height was determined by GEOID03.
 AG1514
 AG1514;                    North         East     Units Scale Factor Converg.
 AG1514;SPC FL W     -   348,105.696   166,793.606   MT  0.99995478   -0 09 18.1
 AG1514;SPC FL W     - 1,142,076.77    547,222.02   sFT  0.99995478   -0 09 18.1
 AG1514;UTM  17      - 3,039,784.087   368,003.419   MT  0.99981507   -0 36 59.3
 AG1514
 AG1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1514!SPC FL W     -   1.00000078  x   0.99995478  =   0.99995556
 AG1514!UTM  17      -   1.00000078  x   0.99981507  =   0.99981585
 AG1514
 AG1514|---------------------------------------------------------------------|
 AG1514| PID    Reference Object                     Distance      Geod. Az  |
 AG1514|                                                           dddmmss.s |
 AG1514| CW6898 B 10 2 RM 3                          38.822 METERS 14634     |
 AG1514| CW6899 B 10 2 RM 4                          34.019 METERS 20138     |
 AG1514| AG1516 A 10 2                              APPROX. 1.3 KM 2705100.5 |
 AG1514|---------------------------------------------------------------------|
 AG1514
 AG1514                          SUPERSEDED SURVEY CONTROL
 AG1514
 AG1514  NAD 83(1986)-  27 28 30.85849(N)    082 20 09.61050(W) AD(       ) 3
 AG1514  NAD 27      -  27 28 29.71169(N)    082 20 10.27698(W) AD(       ) 3
 AG1514
 AG1514.Superseded values are not recommended for survey control.
 AG1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1514.See file dsdata.txt to determine how the superseded data were derived.
 AG1514
 AG1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6800339784(NAD 83)
 AG1514_MARKER: DD = SURVEY DISK
 AG1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1514
 AG1514  HISTORY     - Date     Condition        Report By
 AG1514  HISTORY     - 1954     MONUMENTED       CGS
 AG1514  HISTORY     - 1961     GOOD             CGS
 AG1514
 AG1514                          STATION DESCRIPTION
 AG1514
 AG1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (IRR)
 AG1514'STATION IS APPROXIMATELY 13.7 MILES EAST ALONG FLORIDA STATE
 AG1514'HIGHWAY 64 FROM THE MANATEE ELEMENTARY SCHOOL IN EAST BRADENTON,
 AG1514'55.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 104.5 FEET
 AG1514'SOUTH-SOUTHWEST OF A LONE 18-INCH PINE TREE WHICH IS BLAZED
 AG1514'WITH A TRIANGLE, 3 FEET NORTHWEST OF A FENCE POST AND 1.5 FEET
 AG1514'EAST OF A 4 BY 4-INCH CONCRETE WITNESS POST WHICH PROJECTS 15
 AG1514'INCHES.
 AG1514'
 AG1514'TO REACH FROM THE MANATEE ELEMENTARY SCHOOL IN EAST BRADENTON,
 AG1514'GO EAST ON FLORIDA STATE HIGHWAY 64 APPROXIMATELY 13.7 MILES
 AG1514'TO THE STATION SITE ON THE LEFT (NORTH).
 AG1514'
 AG1514'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 8-INCH SQUARE
 AG1514'CONCRETE POSTS.
 AG1514'
 AG1514'STATION MARK IS FLUSH WITH THE GROUND, STAMPED B10 2 1954.
 AG1514'
 AG1514'REFERENCE MARK 3, STAMPED B10 2 NO 3 1954, IS 51 FEET SOUTH OF
 AG1514'THE CENTERLINE OF THE HIGHWAY, 0.7 FOOT NORTH OF A WIRE FENCE
 AG1514'AND PROJECTS 4 INCHES.
 AG1514'
 AG1514'REFERENCE MARK 4, STAMPED B10 2 NO 4 1954, IS 50 FEET SOUTH OF
 AG1514'THE CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTH OF A WIRE FENCE
 AG1514'AND PROJECTS 4 INCHES.
 AG1514'
 AG1514'AZIMUTH MARK IS STATION A10 2 APPROXIMATELY 0.8 MILE WEST
 AG1514'ALONG THE HIGHWAY AND VISIBLE FROM THE GROUND.
 AG1514
 AG1514                          STATION RECOVERY (1961)
 AG1514
 AG1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 AG1514'THIS STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN
 AG1514'SEPTEMBER 1961 AND WERE FOUND IN GOOD CONDITION.
 AG1514'
 AG1514'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE SOUTHEAST OF
 AG1514'PARRISH, 2.1 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 64
 AG1514'AND 675, 54 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 64,
 AG1514'112 FT. EAST OF THE EAST END OF A WIRE GATE, 73
 AG1514'FT. WEST OF POWER POLE 13-174, 2.6 FT. NORTH OF A FENCE, 1.2
 AG1514'FT. WEST OF A STEEL WITNESS POST, A TRAVERSE STATION DISK SET
 AG1514'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 0.1 FT. BELOW
 AG1514'THE TOP OF THE GROUND, STAMPED B10 2 1954.
 AG1514'
 AG1514'R.M. 3 IS 127.368 FT. OR 38.822 METERS SOUTHEAST OF THE STATION,
 AG1514'50 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 161 FT. WEST
 AG1514'OF TELEPHONE POLE 258, 1.2 FT. NORTH OF A FENCE, 0.9 FT. EAST
 AG1514'OF A STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP
 AG1514'OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE
 AG1514'GROUND, STAMPED B 10 2 NO 3 1954.
 AG1514'
 AG1514'R.M. 4 IS 111.635 FT. OR 34.023 METERS SOUTH SOUTHWEST OF THE
 AG1514'STATION, 50.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 77
 AG1514'FT. EAST OF THE EAST END OF A WIRE GATE, 31 FT. EAST OF
 AG1514'TELEPHONE POLE 257, 0.7 FT. NORTH OF A FENCE 1.6 FT. EAST OF A
 AG1514'STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF
 AG1514'A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND,
 AG1514'STAMPED B 10 2 NO 4 1954.
 AG1514'
 AG1514'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE
 AG1514'HIGHWAY 675 AT PARRISH GO 11.05 MILES SOUTHEAST ALONG STATE
 AG1514'HIGHWAY 675 TO A JUNCTION WITH STATE HIGHWAY 64, TURN RIGHT AND
 AG1514'GO 2.1 MILES ALONG STATE HIGHWAY 64 TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5396 ***********************************************************************
 AG5396  DESIGNATION -  B 100
 AG5396  PID         -  AG5396
 AG5396  STATE/COUNTY-  FL/PINELLAS
 AG5396  USGS QUAD   -  SAFETY HARBOR (1956)
 AG5396
 AG5396                         *CURRENT SURVEY CONTROL
 AG5396  ___________________________________________________________________
 AG5396* NAD 83(1986)-  27 54 57.     (N)    082 44 43.     (W)     SCALED    
 AG5396* NAVD 88     -         4.391  (meters)      14.41   (feet)  ADJUSTED  
 AG5396  ___________________________________________________________________
 AG5396  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AG5396  DYNAMIC HT  -           4.384 (meters)      14.38  (feet)  COMP
 AG5396  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AG5396
 AG5396  VERT ORDER  -  SECOND    CLASS 0
 AG5396
 AG5396.The horizontal coordinates were scaled from a topographic map and have
 AG5396.an estimated accuracy of +/- 6 seconds.
 AG5396
 AG5396.The orthometric height was determined by differential leveling
 AG5396.and adjusted by the National Geodetic Survey in June 1991..
 AG5396
 AG5396.The geoid height was determined by GEOID03.
 AG5396
 AG5396.The dynamic height is computed by dividing the NAVD 88
 AG5396.geopotential number by the normal gravity value computed on the
 AG5396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5396.degrees latitude (g = 980.6199 gals.).
 AG5396
 AG5396.The modeled gravity was interpolated from observed gravity values.
 AG5396
 AG5396;                    North         East    Units  Estimated Accuracy
 AG5396;SPC FL W     -   397,110.      126,640.      MT  (+/- 180 meters Scaled)
 AG5396
 AG5396                          SUPERSEDED SURVEY CONTROL
 AG5396
 AG5396  NGVD 29 (??/??/92)    4.654  (m)           15.27   (f) ADJ UNCH    2 0
 AG5396
 AG5396.Superseded values are not recommended for survey control.
 AG5396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5396.See file dsdata.txt to determine how the superseded data were derived.
 AG5396
 AG5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL282891(NAD 83)
 AG5396_MARKER: DB = BENCH MARK DISK
 AG5396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5396_STAMPING: B 100
 AG5396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5396+STABILITY: SURFACE MOTION
 AG5396
 AG5396  HISTORY     - Date     Condition        Report By
 AG5396  HISTORY     - UNK      MONUMENTED       CGS
 AG5396  HISTORY     - 1957     MARK NOT FOUND   NGS
 AG5396  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 AG5396
 AG5396                          STATION DESCRIPTION
 AG5396
 AG5396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AG5396'2.7 MI E FROM LARGO.
 AG5396'2.7 MILES EAST ALONG STATE HIGHWAY 686 FROM THE POST OFFICE
 AG5396'AT LARGO, FL-103     UNTY, AT THE INTERSECTIO OF BELCHER ROAD
 AG5396'(COUNTY ROAD 27), 27 FEET SOUTH OF THE CENTERLINE OF THE
 AG5396'HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET
 AG5396'NORTH OF A POWER POLE, AND 1.5 FEET NORTH OF A WHITE WOODEN
 AG5396'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 AG5396'1 INCH ABOVE GROUND.  NOTE-- IT WAS PROBABLY DESTROYED WHEN
 AG5396'THE 4-LANE HIGHWAY WAS PUT IN.
 AG5396
 AG5396                          STATION RECOVERY (2000)
 AG5396
 AG5396'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6260 ***********************************************************************
 AL6260  DESIGNATION -  B 101
 AL6260  PID         -  AL6260
 AL6260  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6260  USGS QUAD   -  ODESSA (1987)
 AL6260
 AL6260                         *CURRENT SURVEY CONTROL
 AL6260  ___________________________________________________________________
 AL6260* NAD 83(1986)-  28 08 33.     (N)    082 34 38.     (W)     SCALED    
 AL6260* NAVD 88     -        16.762  (meters)      54.99   (feet)  ADJUSTED  
 AL6260  ___________________________________________________________________
 AL6260  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AL6260  DYNAMIC HT  -          16.738 (meters)      54.91  (feet)  COMP
 AL6260  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 AL6260
 AL6260  VERT ORDER  -  SECOND    CLASS 0
 AL6260
 AL6260.The horizontal coordinates were scaled from a topographic map and have
 AL6260.an estimated accuracy of +/- 6 seconds.
 AL6260
 AL6260.The orthometric height was determined by differential leveling
 AL6260.and adjusted by the National Geodetic Survey in June 1991..
 AL6260
 AL6260.The geoid height was determined by GEOID03.
 AL6260
 AL6260.The dynamic height is computed by dividing the NAVD 88
 AL6260.geopotential number by the normal gravity value computed on the
 AL6260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6260.degrees latitude (g = 980.6199 gals.).
 AL6260
 AL6260.The modeled gravity was interpolated from observed gravity values.
 AL6260
 AL6260;                    North         East    Units  Estimated Accuracy
 AL6260;SPC FL W     -   422,140.      143,300.      MT  (+/- 180 meters Scaled)
 AL6260
 AL6260                          SUPERSEDED SURVEY CONTROL
 AL6260
 AL6260  NGVD 29 (??/??/92)   17.016  (m)           55.83   (f) ADJ UNCH    2 0
 AL6260
 AL6260.Superseded values are not recommended for survey control.
 AL6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6260.See file dsdata.txt to determine how the superseded data were derived.
 AL6260
 AL6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM451139(NAD 83)
 AL6260_MARKER: DB = BENCH MARK DISK
 AL6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6260_STAMPING: B 101 1942
 AL6260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6260+STABILITY: SURFACE MOTION
 AL6260
 AL6260  HISTORY     - Date     Condition        Report By
 AL6260  HISTORY     - 1942     MONUMENTED       CGS
 AL6260  HISTORY     - 1958     MARK NOT FOUND   NGS
 AL6260  HISTORY     - 20031021 MARK NOT FOUND   USPSQD
 AL6260
 AL6260                          STATION DESCRIPTION
 AL6260
 AL6260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6260'4.2 MI S FROM ODESSA.
 AL6260'IN HILLSBOROUGH COUNTY, 4.2 MILES SOUTH ALONG GUNN HIGHWAY FROM
 AL6260'THE POST OFFICE AT ODESSA, PASCO COUNTY, BETWEEN THE HIGHWAY
 AL6260'AND THE SEABOARD AIR LINE RAILROAD, 29.5 FEET NORTHEAST OF THE
 AL6260'CENTERLINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF THE SOUTHWEST
 AL6260'RAIL, 33 FEET SOUTHEAST OF A POLE, AND 1 FOOT SOUTHWEST OF A
 AL6260'WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 AL6260'PROJECTING 4 INCHES ABOVE GROUND.
 AL6260
 AL6260                          STATION RECOVERY (2003)
 AL6260
 AL6260'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH)
 AL6260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6157 ***********************************************************************
 AL6157  DESIGNATION -  B 103
 AL6157  PID         -  AL6157
 AL6157  STATE/COUNTY-  FL/PASCO
 AL6157  USGS QUAD   -  PORT RICHEY (1988)
 AL6157
 AL6157                         *CURRENT SURVEY CONTROL
 AL6157  ___________________________________________________________________
 AL6157* NAD 83(1986)-  28 15 23.     (N)    082 43 15.     (W)     SCALED    
 AL6157* NAVD 88     -         1.493  (meters)       4.90   (feet)  ADJUSTED  
 AL6157  ___________________________________________________________________
 AL6157  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AL6157  DYNAMIC HT  -           1.491 (meters)       4.89  (feet)  COMP
 AL6157  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AL6157
 AL6157  VERT ORDER  -  SECOND    CLASS 0
 AL6157
 AL6157.The horizontal coordinates were scaled from a topographic map and have
 AL6157.an estimated accuracy of +/- 6 seconds.
 AL6157
 AL6157.The orthometric height was determined by differential leveling
 AL6157.and adjusted by the National Geodetic Survey in June 1991..
 AL6157
 AL6157.The geoid height was determined by GEOID03.
 AL6157
 AL6157.The dynamic height is computed by dividing the NAVD 88
 AL6157.geopotential number by the normal gravity value computed on the
 AL6157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6157.degrees latitude (g = 980.6199 gals.).
 AL6157
 AL6157.The modeled gravity was interpolated from observed gravity values.
 AL6157
 AL6157;                    North         East    Units  Estimated Accuracy
 AL6157;SPC FL W     -   434,830.      129,270.      MT  (+/- 180 meters Scaled)
 AL6157
 AL6157                          SUPERSEDED SURVEY CONTROL
 AL6157
 AL6157  NGVD 29 (??/??/92)    1.750  (m)            5.74   (f) ADJ UNCH    2 0
 AL6157
 AL6157.Superseded values are not recommended for survey control.
 AL6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6157.See file dsdata.txt to determine how the superseded data were derived.
 AL6157
 AL6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM311268(NAD 83)
 AL6157_MARKER: DB = BENCH MARK DISK
 AL6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6157_STAMPING: B 103 1942
 AL6157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6157+STABILITY: SURFACE MOTION
 AL6157
 AL6157  HISTORY     - Date     Condition        Report By
 AL6157  HISTORY     - 1942     MONUMENTED       CGS
 AL6157  HISTORY     - 1958     MARK NOT FOUND   NGS
 AL6157
 AL6157                          STATION DESCRIPTION
 AL6157
 AL6157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6157'0.7 MI N FROM NEWPORT RICHEY.
 AL6157'0.7 MILE NORTH ALONG STATE HIGHWAY 595 FROM THE CITY HALL AT
 AL6157'NEW PORT RICHEY, PASCO COUNTY, 37.5 FEET NORTHEAST OF A CONCRETE
 AL6157'WALL AT THE EDGE OF PITHLACHASCOBEE RIVER, 27 FEET SOUTHWEST OF
 AL6157'THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTHEAST OF A BLAZED
 AL6157'10-INCH PINE TREE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 AL6157'POST.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1672 ***********************************************************************
 AK1672  DESIGNATION -  B 104
 AK1672  PID         -  AK1672
 AK1672  STATE/COUNTY-  FL/POLK
 AK1672  USGS QUAD   -  LAKELAND (1987)
 AK1672
 AK1672                         *CURRENT SURVEY CONTROL
 AK1672  ___________________________________________________________________
 AK1672* NAD 83(1986)-  28 07 14.     (N)    081 58 23.     (W)     SCALED    
 AK1672* NAVD 88     -        54.823  (meters)     179.87   (feet)  ADJUSTED  
 AK1672  ___________________________________________________________________
 AK1672  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AK1672  DYNAMIC HT  -          54.742 (meters)     179.60  (feet)  COMP
 AK1672  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 AK1672
 AK1672  VERT ORDER  -  SECOND    CLASS 0
 AK1672
 AK1672.The horizontal coordinates were scaled from a topographic map and have
 AK1672.an estimated accuracy of +/- 6 seconds.
 AK1672
 AK1672.The orthometric height was determined by differential leveling
 AK1672.and adjusted by the National Geodetic Survey in June 1991..
 AK1672
 AK1672.The geoid height was determined by GEOID03.
 AK1672
 AK1672.The dynamic height is computed by dividing the NAVD 88
 AK1672.geopotential number by the normal gravity value computed on the
 AK1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1672.degrees latitude (g = 980.6199 gals.).
 AK1672
 AK1672.The modeled gravity was interpolated from observed gravity values.
 AK1672
 AK1672;                    North         East    Units  Estimated Accuracy
 AK1672;SPC FL W     -   419,570.      202,650.      MT  (+/- 180 meters Scaled)
 AK1672
 AK1672                          SUPERSEDED SURVEY CONTROL
 AK1672
 AK1672  NGVD 29 (??/??/92)   55.09   (m)          180.7    (f) COMPUTED    2 0
 AK1672
 AK1672.Superseded values are not recommended for survey control.
 AK1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1672.See file dsdata.txt to determine how the superseded data were derived.
 AK1672
 AK1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM044109(NAD 83)
 AK1672_MARKER: DB = BENCH MARK DISK
 AK1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1672_STAMPING: B-104 1942
 AK1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1672+STABILITY: SURFACE MOTION
 AK1672
 AK1672  HISTORY     - Date     Condition        Report By
 AK1672  HISTORY     - 1942     MONUMENTED       CGS
 AK1672  HISTORY     - 20030616 MARK NOT FOUND   INDIV
 AK1672
 AK1672                          STATION DESCRIPTION
 AK1672
 AK1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AK1672'4.9 MI NE FROM KATHLEEN.
 AK1672'1.0 MILE EAST AND NORTH, THENCE, 2.9 MILES EAST, THENCE, 1.0 MILE
 AK1672'SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT KATHLEEN.
 AK1672'66 FEET SOUTH OF GAS PUMP OF THE TEXACO STATION, 37 FEET SOUTH
 AK1672'OF THE CENTER-LINE OF THE ROAD LEADING EAST, 35 FEET EAST OF THE
 AK1672'CENTERLINE OF THE NORTH AND SOUTH ROAD, 1.4 FEET NORTH OF
 AK1672'REFERENCE POST.
 AK1672
 AK1672                          STATION RECOVERY (2003)
 AK1672
 AK1672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AK1672'MARK NOT FOUND. NOTED BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1672'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1673 ***********************************************************************
 AK1673  DESIGNATION -  B 104 RESET 1949
 AK1673  PID         -  AK1673
 AK1673  STATE/COUNTY-  FL/POLK
 AK1673  USGS QUAD   -  LAKELAND (1987)
 AK1673
 AK1673                         *CURRENT SURVEY CONTROL
 AK1673  ___________________________________________________________________
 AK1673* NAD 83(1986)-  28 07 14.     (N)    081 58 23.     (W)     SCALED    
 AK1673* NAVD 88     -        54.68   (meters)     179.4    (feet)  RESET     
 AK1673  ___________________________________________________________________
 AK1673  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AK1673
 AK1673  VERT ORDER  -  THIRD
 AK1673
 AK1673.The horizontal coordinates were scaled from a topographic map and have
 AK1673.an estimated accuracy of +/- 6 seconds.
 AK1673
 AK1673.The orthometric height was computed from unverified reset data.
 AK1673
 AK1673.The geoid height was determined by GEOID03.
 AK1673
 AK1673;                    North         East    Units  Estimated Accuracy
 AK1673;SPC FL W     -   419,570.      202,650.      MT  (+/- 180 meters Scaled)
 AK1673
 AK1673                          SUPERSEDED SURVEY CONTROL
 AK1673
 AK1673  NGVD 29 (??/??/??)   54.95   (m)          180.3    (f) RESET       3  
 AK1673
 AK1673.Superseded values are not recommended for survey control.
 AK1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1673.See file dsdata.txt to determine how the superseded data were derived.
 AK1673
 AK1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM044109(NAD 83)
 AK1673_MARKER: DB = BENCH MARK DISK
 AK1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1673_STAMPING: B 104 RESET 1949
 AK1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1673+STABILITY: SURFACE MOTION
 AK1673
 AK1673  HISTORY     - Date     Condition        Report By
 AK1673  HISTORY     - 1949     MONUMENTED       CGS
 AK1673  HISTORY     - 1973     GOOD             NGS
 AK1673  HISTORY     - 1978     GOOD             SWFWMD
 AK1673  HISTORY     - 19950312 MARK NOT FOUND   USPSQD
 AK1673  HISTORY     - 20030616 MARK NOT FOUND   INDIV
 AK1673
 AK1673                          STATION DESCRIPTION
 AK1673
 AK1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AK1673'4.6 MI E FROM KATHLEEN.
 AK1673'5.6 MILES NORTHERLY ALONG U.S. HIGHWAY 98 FROM ITS JUNCTION WITH
 AK1673'U.S. HIGHWAY 92 AND STATE HIGHWAY 37 IN THE DOWNTOWN BUSINESS
 AK1673'SECTION OF LAKELAND, IN THE SOUTHEAST ANGLE OF INTERSECTION OF
 AK1673'U.S. HIGHWAY 90 AND DAUGHTERY ROAD, 66 FEET EAST OF U.S. HIGHWAY
 AK1673'98, 39 FEET SOUTH OF THE CENTER OF DAUGHTERY ROAD, 1.5 FEET EAST
 AK1673'OF A CONCRETE 4-INCH SQUARE RIGHT-OF-WAY POST, AND 1 FOOT WEST
 AK1673'OF A METAL WITNESS POST.  THIS MARK ON PROPERTY OF GISONG SHORES
 AK1673'MOTEL INCORPORATED, LAKE BREEZE MOTEL.
 AK1673
 AK1673                          STATION RECOVERY (1978)
 AK1673
 AK1673'RECOVERY NOTE BY SW FL WTR MGMT DIST 1978
 AK1673'RECOVERED IN GOOD CONDITION.
 AK1673
 AK1673                          STATION RECOVERY (1995)
 AK1673
 AK1673'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK1673'MARK NOT FOUND.
 AK1673
 AK1673                          STATION RECOVERY (2003)
 AK1673
 AK1673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AK1673'MARK NOT FOUND. NOTED BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1673'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1681 ***********************************************************************
 AK1681  DESIGNATION -  B 105
 AK1681  PID         -  AK1681
 AK1681  STATE/COUNTY-  FL/POLK
 AK1681  USGS QUAD   -  LAKELAND (1987)
 AK1681
 AK1681                         *CURRENT SURVEY CONTROL
 AK1681  ___________________________________________________________________
 AK1681* NAD 83(1999)-  28 03 57.74290(N)    081 57 11.38576(W)     ADJUSTED  
 AK1681* NAVD 88     -        56.260  (meters)     184.58   (feet)  ADJUSTED  
 AK1681  ___________________________________________________________________
 AK1681  X           -     788,424.752 (meters)                     COMP
 AK1681  Y           -  -5,576,850.979 (meters)                     COMP
 AK1681  Z           -   2,982,979.297 (meters)                     COMP
 AK1681  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AK1681  ELLIP HEIGHT-          30.04  (meters)          (06/11/02) GPS OBS
 AK1681  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AK1681  DYNAMIC HT  -          56.177 (meters)     184.31  (feet)  COMP
 AK1681  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 AK1681
 AK1681  HORZ ORDER  -  SECOND
 AK1681  VERT ORDER  -  FIRST     CLASS II
 AK1681  ELLP ORDER  -  FOURTH    CLASS I
 AK1681
 AK1681.The horizontal coordinates were established by GPS observations
 AK1681.and adjusted by the National Geodetic Survey in June 2002..
 AK1681
 AK1681.The orthometric height was determined by differential leveling
 AK1681.and adjusted by the National Geodetic Survey in June 1991..
 AK1681
 AK1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK1681
 AK1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK1681
 AK1681.The ellipsoidal height was determined by GPS observations
 AK1681.and is referenced to NAD 83.
 AK1681
 AK1681.The geoid height was determined by GEOID03.
 AK1681
 AK1681.The dynamic height is computed by dividing the NAVD 88
 AK1681.geopotential number by the normal gravity value computed on the
 AK1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1681.degrees latitude (g = 980.6199 gals.).
 AK1681
 AK1681.The modeled gravity was interpolated from observed gravity values.
 AK1681
 AK1681;                    North         East     Units Scale Factor Converg.
 AK1681;SPC FL W     -   413,527.959   204,603.921   MT  0.99994144   +0 01 19.3
 AK1681;SPC FL W     - 1,356,716.31    671,271.36   sFT  0.99994144   +0 01 19.3
 AK1681;UTM  17      - 3,104,884.530   406,337.409   MT  0.99970827   -0 26 54.5
 AK1681
 AK1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1681!SPC FL W     -   0.99999528  x   0.99994144  =   0.99993672
 AK1681!UTM  17      -   0.99999528  x   0.99970827  =   0.99970355
 AK1681
 AK1681                          SUPERSEDED SURVEY CONTROL
 AK1681
 AK1681  NAD 83(1990)-  28 03 57.74177(N)    081 57 11.38522(W) AD(       ) 2
 AK1681  ELLIP H (05/01/91)   30.18   (m)                       GP(       ) 4 1
 AK1681  NAD 83(1986)-  28 03 57.74819(N)    081 57 11.41140(W) AD(       ) 2
 AK1681  NGVD 29 (??/??/92)   56.521  (m)          185.44   (f) ADJ UNCH    1 2
 AK1681
 AK1681.Superseded values are not recommended for survey control.
 AK1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1681.See file dsdata.txt to determine how the superseded data were derived.
 AK1681
 AK1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0633704885(NAD 83)
 AK1681_MARKER: DB = BENCH MARK DISK
 AK1681_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AK1681+WITH SETTING: INFORMATION.
 AK1681_STAMPING: B 105 1942
 AK1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK1681+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 AK1681
 AK1681  HISTORY     - Date     Condition        Report By
 AK1681  HISTORY     - 1942     MONUMENTED       CGS
 AK1681  HISTORY     - 1954     GOOD             NGS
 AK1681  HISTORY     - 1983     GOOD             USPSQD
 AK1681  HISTORY     - 1984     GOOD             USPSQD
 AK1681  HISTORY     - 1985     GOOD             FLDNR
 AK1681  HISTORY     - 1987     GOOD             USPSQD
 AK1681  HISTORY     - 1988     GOOD             FL1690
 AK1681  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AK1681  HISTORY     - 19910613 GOOD             USPSQD
 AK1681  HISTORY     - 19950823 GOOD             USPSQD
 AK1681  HISTORY     - 19990302 GOOD             USPSQD
 AK1681  HISTORY     - 20030630 GOOD             FL-105
 AK1681
 AK1681                          STATION DESCRIPTION
 AK1681
 AK1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AK1681'AT LAKELAND.
 AK1681'AT LAKELAND, SET AT THE INTERSECTION OF LAK DHILLS AVENUE
 AK1681'(STATE ROAD NO. 2) AND CRAWFORD STREET.  40 FEET EAST OF THE
 AK1681'CENTER-LINE OF STATE ROAD NO. 2, 37 FEET SOUTH OF THE CENTER-LINE
 AK1681'OF CRAWFORD STREET, 1.2 FEET WEST OF REFERENCE POST.  A STANDARD
 AK1681'DISK, STAMPED B 105 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AK1681'NOTE-- STATE HIGHWAY 2 IS NOW STATE HIGHWAY 33, AND THE MARK
 AK1681'IS IN FRONT OF THE V. F. W. HALL.
 AK1681
 AK1681                          STATION RECOVERY (1954)
 AK1681
 AK1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AK1681'RECOVERED IN GOOD CONDITION.
 AK1681
 AK1681                          STATION RECOVERY (1983)
 AK1681
 AK1681'RECOVERY NOTE BY US POWER SQUADRON 1983
 AK1681'AT LAKELAND SET AT THE INTERSECTION OF LAKELAND HILLS BLVD. ( STATE
 AK1681'ROAD NO. 33 AND CRAWFORD ST. 40 FT. EAST OF THE CENTERLINE OF STATE
 AK1681'ROAD NO. 37 FT. SOUTH OF THE CENTERLINE OF CRAWFORD ST. THERE WAS NO
 AK1681'WITNESS POST. STANDARD DISK STAMPED 'B 105 1942' AND SET IN THE TOP
 AK1681'OF A CONCRETE POST
 AK1681
 AK1681                          STATION RECOVERY (1984)
 AK1681
 AK1681'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK1681'MARK IS AT 1545 LAKELAND HILLS BLVD. IN THE CITY OF LAKELAND, FL.
 AK1681
 AK1681                          STATION RECOVERY (1985)
 AK1681
 AK1681'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AK1681'RECOVERED IN GOOD CONDITION.
 AK1681
 AK1681                          STATION RECOVERY (1987)
 AK1681
 AK1681'RECOVERY NOTE BY US POWER SQUADRON 1987 (HMD)
 AK1681'RECOVERED IN GOOD CONDITION.
 AK1681
 AK1681                          STATION RECOVERY (1988)
 AK1681
 AK1681'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 1988 (JMR)
 AK1681'THE STATION WAS RECOVERED AT THIS DATE.
 AK1681
 AK1681                          STATION RECOVERY (1989)
 AK1681
 AK1681'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AK1681'MARK NOT FOUND.
 AK1681
 AK1681                          STATION RECOVERY (1991)
 AK1681
 AK1681'RECOVERY NOTE BY US POWER SQUADRON 1991 (LBD)
 AK1681'RECOVERED IN GOOD CONDITION.
 AK1681
 AK1681                          STATION RECOVERY (1995)
 AK1681
 AK1681'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK1681'RECOVERED IN GOOD CONDITION.
 AK1681
 AK1681                          STATION RECOVERY (1999)
 AK1681
 AK1681'RECOVERY NOTE BY US POWER SQUADRON 1999
 AK1681'RECOVERED IN GOOD CONDITION.
 AK1681
 AK1681                          STATION RECOVERY (2003)
 AK1681
 AK1681'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AK1681'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AK1681'APPRAISER GIS DEPARTMENT. SET WITNESS POST N52W 8.5'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6526 ***********************************************************************
 AL6526  DESIGNATION -  B 106
 AL6526  PID         -  AL6526
 AL6526  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6526  USGS QUAD   -  PLANT CITY WEST (1993)
 AL6526
 AL6526                         *CURRENT SURVEY CONTROL
 AL6526  ___________________________________________________________________
 AL6526* NAD 83(1986)-  28 01 18.     (N)    082 14 41.     (W)     SCALED    
 AL6526* NAVD 88     -        17.337  (meters)      56.88   (feet)  POSTED    
 AL6526  ___________________________________________________________________
 AL6526  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AL6526  DYNAMIC HT  -          17.310 (meters)      56.79  (feet)  COMP
 AL6526  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AL6526
 AL6526  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AL6526
 AL6526.The horizontal coordinates were scaled from a topographic map and have
 AL6526.an estimated accuracy of +/- 6 seconds.
 AL6526
 AL6526.The orthometric height was determined by differential leveling
 AL6526.and adjusted by the National Geodetic Survey in 1992..
 AL6526.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AL6526.rate of 4.1 thru 8.0 mm/km.
 AL6526
 AL6526.The geoid height was determined by GEOID03.
 AL6526
 AL6526.The dynamic height is computed by dividing the NAVD 88
 AL6526.geopotential number by the normal gravity value computed on the
 AL6526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6526.degrees latitude (g = 980.6199 gals.).
 AL6526
 AL6526.The modeled gravity was interpolated from observed gravity values.
 AL6526
 AL6526;                    North         East    Units  Estimated Accuracy
 AL6526;SPC FL W     -   408,630.      175,940.      MT  (+/- 180 meters Scaled)
 AL6526
 AL6526                          SUPERSEDED SURVEY CONTROL
 AL6526
 AL6526  NGVD 29 (??/??/92)   17.64   (m)           57.9    (f) COMPUTED    2 0
 AL6526
 AL6526.Superseded values are not recommended for survey control.
 AL6526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6526.See file dsdata.txt to determine how the superseded data were derived.
 AL6526
 AL6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM776002(NAD 83)
 AL6526_MARKER: DB = BENCH MARK DISK
 AL6526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6526_STAMPING: B-106 1942
 AL6526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6526+STABILITY: SURFACE MOTION
 AL6526
 AL6526  HISTORY     - Date     Condition        Report By
 AL6526  HISTORY     - 1942     MONUMENTED       CGS
 AL6526
 AL6526                          STATION DESCRIPTION
 AL6526
 AL6526'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AL6526'1.5 MI W FROM DOVER.
 AL6526'1.5 MILES WEST ALONG STATE ROAD NO. 23, THENCE, 2.2 MILES NORTH
 AL6526'ALONG A COUNTY ROAD FROM THE RAILROAD STATION AT DOVER.  SET BY
 AL6526'THE DRIVEWAY LEADING WEST TO A FARM HOUSE OPPOSITE THE FIRST
 AL6526'SIDE ROAD LEADING EAST AFTER CROSSING U.S. HIGHWAY NO. 92.  27
 AL6526'FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD, 15 FEET NORTH
 AL6526'OF THE CENTER-LINE OF THE DRIVEWAY, ABOUT 0.1 MILE SOUTH OF A
 AL6526'WOODEN BRIDGE, 1.6 FEET EAST OF RIGHT-OF-WAY FENCE, 1.0 FOOT
 AL6526'EAST OF REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6525 ***********************************************************************
 AL6525  DESIGNATION -  B 106 RESET 1958
 AL6525  PID         -  AL6525
 AL6525  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6525  USGS QUAD   -  PLANT CITY WEST (1993)
 AL6525
 AL6525                         *CURRENT SURVEY CONTROL
 AL6525  ___________________________________________________________________
 AL6525* NAD 83(1986)-  28 01 19.     (N)    082 14 40.     (W)     SCALED    
 AL6525* NAVD 88     -        17.08   (+/-2cm)      56.0    (feet)  VERTCON   
 AL6525  ___________________________________________________________________
 AL6525  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AL6525
 AL6525  VERT ORDER  -  THIRD (See Below)
 AL6525
 AL6525.The horizontal coordinates were scaled from a topographic map and have
 AL6525.an estimated accuracy of +/- 6 seconds.
 AL6525
 AL6525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL6525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL6525.The vertical order pertains to the NGVD 29 superseded value.
 AL6525
 AL6525.The geoid height was determined by GEOID03.
 AL6525
 AL6525;                    North         East    Units  Estimated Accuracy
 AL6525;SPC FL W     -   408,670.      175,960.      MT  (+/- 180 meters Scaled)
 AL6525
 AL6525                          SUPERSEDED SURVEY CONTROL
 AL6525
 AL6525  NGVD 29 (??/??/??)   17.36   (m)           57.0    (f) RESET       3  
 AL6525
 AL6525.Superseded values are not recommended for survey control.
 AL6525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6525.See file dsdata.txt to determine how the superseded data were derived.
 AL6525
 AL6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM776002(NAD 83)
 AL6525_MARKER: DB = BENCH MARK DISK
 AL6525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6525_STAMPING: B 106 RESET 1958
 AL6525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6525+STABILITY: SURFACE MOTION
 AL6525
 AL6525  HISTORY     - Date     Condition        Report By
 AL6525  HISTORY     - 1958     MONUMENTED       CGS
 AL6525  HISTORY     - 1960     GOOD             NGS
 AL6525
 AL6525                          STATION DESCRIPTION
 AL6525
 AL6525'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AL6525'3.5 MI NW FROM DOVER.
 AL6525'1.4 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AL6525'STATION AT DOVER, THENCE 1.7 MILES NORTH ALONG MC INTOSH ROAD,
 AL6525'THENCE 0.4 MILE NORTH ALONG ANTIOCH ROAD, AT A JUNCTION WITH
 AL6525'NEWSOME ROAD, 102 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 AL6525'UNPAINTED FRAME HOUSE, 59 FEET WEST OF THE CENTER LINE OF ANTIOCH
 AL6525'ROAD, 40 FEET WEST OF A TELEPHONE POLE, 37 FEET SOUTH OF THE
 AL6525'CENTER LINE OF NEWSOME ROAD.  1.6 FEET NORTH OF A FENCE, SET IN
 AL6525'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AL6525'GROUND.
 AL6525
 AL6525                          STATION RECOVERY (1960)
 AL6525
 AL6525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AL6525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1812 ***********************************************************************
 AG1812  DESIGNATION -  B 107
 AG1812  PID         -  AG1812
 AG1812  STATE/COUNTY-  FL/SARASOTA
 AG1812  USGS QUAD   -  MURDOCK NE (1987)
 AG1812
 AG1812                         *CURRENT SURVEY CONTROL
 AG1812  ___________________________________________________________________
 AG1812* NAD 83(1986)-  27 10 20.     (N)    082 06 13.     (W)     SCALED    
 AG1812* NAVD 88     -        11.994  (meters)      39.35   (feet)  ADJUSTED  
 AG1812  ___________________________________________________________________
 AG1812  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AG1812  DYNAMIC HT  -          11.976 (meters)      39.29  (feet)  COMP
 AG1812  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 AG1812
 AG1812  VERT ORDER  -  SECOND    CLASS 0
 AG1812
 AG1812.The horizontal coordinates were scaled from a topographic map and have
 AG1812.an estimated accuracy of +/- 6 seconds.
 AG1812
 AG1812.The orthometric height was determined by differential leveling
 AG1812.and adjusted by the National Geodetic Survey in June 1991..
 AG1812
 AG1812.The geoid height was determined by GEOID03.
 AG1812
 AG1812.The dynamic height is computed by dividing the NAVD 88
 AG1812.geopotential number by the normal gravity value computed on the
 AG1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1812.degrees latitude (g = 980.6199 gals.).
 AG1812
 AG1812.The modeled gravity was interpolated from observed gravity values.
 AG1812
 AG1812;                    North         East    Units  Estimated Accuracy
 AG1812;SPC FL W     -   314,490.      189,730.      MT  (+/- 180 meters Scaled)
 AG1812
 AG1812                          SUPERSEDED SURVEY CONTROL
 AG1812
 AG1812  NGVD 29 (??/??/92)   12.322  (m)           40.43   (f) ADJ UNCH    2 0
 AG1812
 AG1812.Superseded values are not recommended for survey control.
 AG1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1812.See file dsdata.txt to determine how the superseded data were derived.
 AG1812
 AG1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL906059(NAD 83)
 AG1812_MARKER: DB = BENCH MARK DISK
 AG1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1812_STAMPING: B-107 1942
 AG1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1812+STABILITY: SURFACE MOTION
 AG1812
 AG1812  HISTORY     - Date     Condition        Report By
 AG1812  HISTORY     - 1942     MONUMENTED       CGS
 AG1812  HISTORY     - 1952     MARK NOT FOUND   NGS
 AG1812  HISTORY     - 1977     GOOD             LOCSUR
 AG1812
 AG1812                          STATION DESCRIPTION
 AG1812
 AG1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AG1812'11.3 MI NW FROM SOUTHFORT STATION.
 AG1812'11.3 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 AG1812'FROM THE STATION AT SOUTHFORT, ABOUT 0.2 MILE SOUTHEAST OF A ROAD
 AG1812'CROSSING, 74 FEET SOUTHEAST OF POLE NO. E-62, 35.6 FEET SOUTHWEST
 AG1812'OF THE SOUTHWEST RAIL OF THE TRACK, 27 FEET NORTHEAST OF THE
 AG1812'RIGHT-OF-WAY FENCE, 24.2 FEET SOUTHWEST OF MILE-POST NO. T-82.
 AG1812'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 AG1812'ABOUT 0.2 FOOT ABOVE GROUND.
 AG1812
 AG1812                          STATION RECOVERY (1952)
 AG1812
 AG1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AG1812'MARK NOT FOUND.
 AG1812
 AG1812                          STATION RECOVERY (1977)
 AG1812
 AG1812'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1812'TIES, RAILS, MILE POST AND TELEGRAPH POLES GONE FROM RAILROAD. GO
 AG1812'EAST FROM MYAKKA PARK ON S.R. 72 12.63 MI. TO RR BED, ALSO SIDE DIRT
 AG1812'ROAD LEASING SE, THENCE FROM C/L S.R. 72 GO SE ALONG RR BED 8488 FT.
 AG1812'TO MARK. ORIGINAL DESC. FOR FENCE IS OK, C/L RR BED TO MARK IS 38 FT.
 AG1812'MARK PROJECTS .8 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6272 ***********************************************************************
 AG6272  DESIGNATION -  B 108
 AG6272  PID         -  AG6272
 AG6272  STATE/COUNTY-  FL/POLK
 AG6272  USGS QUAD   -  DUETTE NE (1987)
 AG6272
 AG6272                         *CURRENT SURVEY CONTROL
 AG6272  ___________________________________________________________________
 AG6272* NAD 83(1986)-  27 43 47.     (N)    082 00 21.     (W)     SCALED    
 AG6272* NAVD 88     -        43.538  (meters)     142.84   (feet)  ADJUSTED  
 AG6272  ___________________________________________________________________
 AG6272  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AG6272  DYNAMIC HT  -          43.473 (meters)     142.63  (feet)  COMP
 AG6272  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 AG6272
 AG6272  VERT ORDER  -  SECOND    CLASS 0
 AG6272
 AG6272.The horizontal coordinates were scaled from a topographic map and have
 AG6272.an estimated accuracy of +/- 6 seconds.
 AG6272
 AG6272.The orthometric height was determined by differential leveling
 AG6272.and adjusted by the National Geodetic Survey in June 1991..
 AG6272
 AG6272.The geoid height was determined by GEOID03.
 AG6272
 AG6272.The dynamic height is computed by dividing the NAVD 88
 AG6272.geopotential number by the normal gravity value computed on the
 AG6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6272.degrees latitude (g = 980.6199 gals.).
 AG6272
 AG6272.The modeled gravity was interpolated from observed gravity values.
 AG6272
 AG6272;                    North         East    Units  Estimated Accuracy
 AG6272;SPC FL W     -   376,260.      199,430.      MT  (+/- 180 meters Scaled)
 AG6272
 AG6272                          SUPERSEDED SURVEY CONTROL
 AG6272
 AG6272  NGVD 29 (??/??/92)   43.818  (m)          143.76   (f) ADJ UNCH    2 0
 AG6272
 AG6272.Superseded values are not recommended for survey control.
 AG6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6272.See file dsdata.txt to determine how the superseded data were derived.
 AG6272
 AG6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML008676(NAD 83)
 AG6272_MARKER: DB = BENCH MARK DISK
 AG6272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6272_STAMPING: B 108 1942
 AG6272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6272+STABILITY: SURFACE MOTION
 AG6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6272+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 AG6272
 AG6272  HISTORY     - Date     Condition        Report By
 AG6272  HISTORY     - 1942     MONUMENTED       CGS
 AG6272  HISTORY     - 1959     GOOD             NGS
 AG6272  HISTORY     - 1962     GOOD             NGS
 AG6272  HISTORY     - 20030529 GOOD             INDIV
 AG6272
 AG6272                          STATION DESCRIPTION
 AG6272
 AG6272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AG6272'3.4 MI SW FROM BREWSTER.
 AG6272'1.4 MILES WEST ALONG BREWSTER ROAD FROM THE SEABOARD AIR LINE
 AG6272'RAILROAD STATION AT BREWSTER, THENCE 0.7 MILE SOUTH ALONG STATE
 AG6272'HIGHWAY 37, THENCE 1.3 MILES SOUTHWEST ALONG OLD STATE HIGHWAY
 AG6272'37 AT A JUNCTION WITH BETHLEHAM ROAD, 0.6 MILE NORTH OF A
 AG6272'JUNCTION WITH NEW STATE HIGHWAY 37, 63.5 FT. WEST OF THE
 AG6272'CENTER LINE OF THE OLD HIGHWAY, 41 FT. SOUTH OF THE CENTER
 AG6272'LINE OF BETHLEHAM ROAD, 36.5 FT. NORTHWEST OF THE NORTH END OF A
 AG6272'WOODEN GATE 35 FT. NORTHWEST OF A FENCE CORNER, 10 FT. SOUTHEAST
 AG6272'OF A FENCE CORNER, 2.3 FT. SOUTHWEST OF A FENCE, 1.1 FT. WEST OF
 AG6272'A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AG6272'PROJECTS 0.3 FT. ABOVE THE GROUND.
 AG6272
 AG6272                          STATION RECOVERY (1962)
 AG6272
 AG6272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AG6272'RECOVERED IN GOOD CONDITION.
 AG6272
 AG6272                          STATION RECOVERY (2003)
 AG6272
 AG6272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AG6272'MARK RECOVERED IN GOOD CONDITION, APPROXIMATELY 1000 FEET WEST ALONG
 AG6272'BETHLEHAM ROAD FROM THE INTERSECTION WITH STATE ROAD 37 AND 27 FEET
 AG6272'SOUTH OF THE SOUTH EDGE OF PAVEMENT, SET CARSONITE WITNESS POST ONE
 AG6272'FOOT SOUTH OF MARK. RECOVERY BY POLK COUNTY PROPERTY APPRAISER GIS
 AG6272'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0091 ***********************************************************************
 BE0091  DESIGNATION -  B 11
 BE0091  PID         -  BE0091
 BE0091  STATE/COUNTY-  FL/HOLMES
 BE0091  USGS QUAD   -  PONCE DE LEON (1994)
 BE0091
 BE0091                         *CURRENT SURVEY CONTROL
 BE0091  ___________________________________________________________________
 BE0091* NAD 83(1986)-  30 44 44.     (N)    085 53 56.     (W)     SCALED    
 BE0091* NAVD 88     -        19.839  (meters)      65.09   (feet)  ADJUSTED  
 BE0091  ___________________________________________________________________
 BE0091  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BE0091  DYNAMIC HT  -          19.814 (meters)      65.01  (feet)  COMP
 BE0091  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 BE0091
 BE0091  VERT ORDER  -  FIRST     CLASS II
 BE0091
 BE0091.The horizontal coordinates were scaled from a topographic map and have
 BE0091.an estimated accuracy of +/- 6 seconds.
 BE0091
 BE0091.The orthometric height was determined by differential leveling
 BE0091.and adjusted by the National Geodetic Survey in June 1991..
 BE0091
 BE0091.The geoid height was determined by GEOID03.
 BE0091
 BE0091.The dynamic height is computed by dividing the NAVD 88
 BE0091.geopotential number by the normal gravity value computed on the
 BE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0091.degrees latitude (g = 980.6199 gals.).
 BE0091
 BE0091.The modeled gravity was interpolated from observed gravity values.
 BE0091
 BE0091;                    North         East    Units  Estimated Accuracy
 BE0091;SPC FL N     -   194,320.      466,050.      MT  (+/- 180 meters Scaled)
 BE0091
 BE0091                          SUPERSEDED SURVEY CONTROL
 BE0091
 BE0091  NGVD 29 (??/??/92)   19.944  (m)           65.43   (f) ADJ UNCH    1 2
 BE0091
 BE0091.Superseded values are not recommended for survey control.
 BE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0091.See file dsdata.txt to determine how the superseded data were derived.
 BE0091
 BE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV054019(NAD 83)
 BE0091_MARKER: DB = BENCH MARK DISK
 BE0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0091_STAMPING: 64.433 B 11 1918
 BE0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0091+STABILITY: SURFACE MOTION
 BE0091
 BE0091  HISTORY     - Date     Condition        Report By
 BE0091  HISTORY     - 1918     MONUMENTED       CGS
 BE0091  HISTORY     - 1955     GOOD             NGS
 BE0091  HISTORY     - 1973     MARK NOT FOUND   USGS
 BE0091
 BE0091                          STATION DESCRIPTION
 BE0091
 BE0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0091'3 MI NE FROM PONCE DE LEON.
 BE0091'ABOUT 2.95 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BE0091'RAILROAD FROM THE STATION AT PONCE DE LEON, ABOUT 0.2 MILE
 BE0091'NORTHEAST OF NORTHEAST END OF TRESTLE NO. 48 OVER BIG REEDY CREEK,
 BE0091'ABOUT 0.25 MILE SOUTHWEST OF A SAND ROAD CROSSING, ON THE OUTSIDE
 BE0091'OF A CURVE IN THE TRACK, 26 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL,
 BE0091'19 1/2 FEET EAST-SOUTHEAST OF MILE POST 744, 20 1/2 FEET NORTHWEST
 BE0091'OF A FENCE LINE, 60 FEET NORTHWEST OF CENTER LINE OF OLD U.S.
 BE0091'HIGHWAY 90, 93 FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE
 BE0091'NO. 2520, 1 1/2 FEET SOUTHWEST OF WHITE WOODEN WITNESS POST,
 BE0091'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 BE0091'PROJECTING 4 INCHES.
 BE0091
 BE0091                          STATION RECOVERY (1973)
 BE0091
 BE0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BE0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1517 ***********************************************************************
 AG1517  DESIGNATION -  B 11
 AG1517  PID         -  AG1517
 AG1517  STATE/COUNTY-  FL/SARASOTA
 AG1517  USGS QUAD   -  OLD MYAKKA (1987)
 AG1517
 AG1517                         *CURRENT SURVEY CONTROL
 AG1517  ___________________________________________________________________
 AG1517* NAD 83(1999)-  27 20 03.72359(N)    082 16 09.76556(W)     ADJUSTED  
 AG1517* NAVD 88     -        16.8    (meters)      55.     (feet)  GPS OBS   
 AG1517  ___________________________________________________________________
 AG1517  X           -     762,699.469 (meters)                     COMP
 AG1517  Y           -  -5,618,431.113 (meters)                     COMP
 AG1517  Z           -   2,911,174.538 (meters)                     COMP
 AG1517  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AG1517  ELLIP HEIGHT-          -7.75  (meters)          (06/19/01) GPS OBS
 AG1517  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AG1517
 AG1517  HORZ ORDER  -  FIRST
 AG1517  ELLP ORDER  -  FOURTH    CLASS I
 AG1517
 AG1517.The horizontal coordinates were established by GPS observations
 AG1517.and adjusted by the National Geodetic Survey in June 2001..
 AG1517
 AG1517.The orthometric height was determined by GPS observations and a
 AG1517.high-resolution geoid model.
 AG1517
 AG1517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG1517
 AG1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1517
 AG1517.The ellipsoidal height was determined by GPS observations
 AG1517.and is referenced to NAD 83.
 AG1517
 AG1517.The geoid height was determined by GEOID03.
 AG1517
 AG1517;                    North         East     Units Scale Factor Converg.
 AG1517;SPC FL W     -   332,480.642   173,343.830   MT  0.99994994   -0 07 25.3
 AG1517;SPC FL W     - 1,090,813.57    568,712.22   sFT  0.99994994   -0 07 25.3
 AG1517;UTM  17      - 3,024,109.222   374,426.942   MT  0.99979465   -0 34 58.6
 AG1517
 AG1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1517!SPC FL W     -   1.00000122  x   0.99994994  =   0.99995116
 AG1517!UTM  17      -   1.00000122  x   0.99979465  =   0.99979587
 AG1517
 AG1517|---------------------------------------------------------------------|
 AG1517| PID    Reference Object                     Distance      Geod. Az  |
 AG1517|                                                           dddmmss.s |
 AG1517| CW6900 B 11 RM 1                            20.345 METERS 16057     |
 AG1517| AG1520 C 11                                APPROX. 1.9 KM 2703801.3 |
 AG1517| AG1961 P 93                                 27.687 METERS 28326     |
 AG1517|---------------------------------------------------------------------|
 AG1517
 AG1517                          SUPERSEDED SURVEY CONTROL
 AG1517
 AG1517  NAD 83(1990)-  27 20 03.72245(N)    082 16 09.76484(W) AD(       ) 1
 AG1517  ELLIP H (05/09/94)   -7.62   (m)                       GP(       ) 4 2
 AG1517  NAD 83(1990)-  27 20 03.72122(N)    082 16 09.76365(W) AD(       ) 2
 AG1517  NAD 83(1986)-  27 20 03.72063(N)    082 16 09.77286(W) AD(       ) 2
 AG1517  NAD 27      -  27 20 02.55477(N)    082 16 10.44557(W) AD(       ) 2
 AG1517
 AG1517.Superseded values are not recommended for survey control.
 AG1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1517.See file dsdata.txt to determine how the superseded data were derived.
 AG1517
 AG1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7442724109(NAD 83)
 AG1517_MARKER: DE = TRAVERSE STATION DISK
 AG1517_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG1517_SP_SET: PREFAB CONC. POST IN EARTH
 AG1517_STAMPING: B 11 1944
 AG1517_MARK LOGO: CGS   
 AG1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1517+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1992
 AG1517
 AG1517  HISTORY     - Date     Condition        Report By
 AG1517  HISTORY     - 1944     MONUMENTED       CGS
 AG1517  HISTORY     - 1944     GOOD             CGS
 AG1517  HISTORY     - 1963     GOOD             CGS
 AG1517  HISTORY     - 19920701 GOOD             FL-115
 AG1517  HISTORY     - 19970516 GOOD             USPSQD
 AG1517
 AG1517                          STATION DESCRIPTION
 AG1517
 AG1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1517'STATION IS 16.15 MILES E ALONG STATE HIGHWAY 18 FROM THE
 AG1517'ATLANTIC COAST LINE RAILROAD STATION IN SARASOTA WHERE HIGHWAY
 AG1517'18 MAKES A RIGHT-ANGLE TURN (N), IN THE NE ANGLE OF A HIGHWAY
 AG1517'INTERSECTION, 22-1/2 FEET E OF THE CENTER LINE OF HIGHWAY 18,
 AG1517'18-1/2 FEET N OF CENTER LINE OF MACADAM EXTENSION OF HIGHWAY
 AG1517'CONNECTING WITH A RANCH ROAD LEADING E, 44-1/2 FEET W OF A FENCE
 AG1517'LINE, AND 16-1/2 FEET SW OF A 4-INCH SQUARE WOODEN WITNESS POST
 AG1517'PROJECTING ABOUT 2 FEET.  IT IS STAMPED B 11 1944 AND IS ABOUT
 AG1517'4 INCHES BELOW THE SURFACE OF THE GROUND.
 AG1517'
 AG1517'SURFACE, REFERENCE MARK 1, AND AZIMUTH MARK ARE BRONZE DISKS SET
 AG1517'IN THE TOP OF CONCRETE POSTS.
 AG1517'
 AG1517'REFERENCE MARK 1 IS S OF THE STATION, 45 FEET E OF THE CENTER
 AG1517'LINE OF A MACADAM ROAD LEADING S, 44-1/2 FEET S OF THE CENTER
 AG1517'LINE OF THE MACADAM EXTENSION CONNECTING WITH THE RANCH ROAD,
 AG1517'AND 21 FEET W OF A FENCE LINE.  IT IS STAMPED B 11 NO 1 1944
 AG1517'AND PROJECTS ABOUT 6 INCHES.
 AG1517'
 AG1517'REFERENCE MARK 2 IS U.S.C. AND G.S. BENCH MARK P 93.  IT IS W BY N
 AG1517'OF THE STATION, 38 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 AG1517'18 LEADING W, 67 FEET W OF THE CENTER LINE OF THE HIGHWAY LEADING
 AG1517'N, AND 2-1/2 FEET S OF A FENCE LINE.  IT IS A BRONZE DISK,
 AG1517'STAMPED P 93 1942, SET FLUSH IN THE TOP OF A 6-INCH SQUARE
 AG1517'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AG1517'
 AG1517'THE AZIMUTH MARK FOR THIS STATION IS TRAVERSE STATION C 11,
 AG1517'1.2 MILES W ALONG STATE HIGHWAY 18.
 AG1517'
 AG1517'TO REACH THE STATION FROM THE ATLANTIC COAST LINE RAILROAD
 AG1517'STATION IN SARASOTA, GO E ON STATE HIGHWAY 18 FOR 16.15 MILES
 AG1517'TO A T-INTERSECTION AND THE MARK AS DESCRIBED.
 AG1517'
 AG1517'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AG1517
 AG1517                          STATION RECOVERY (1944)
 AG1517
 AG1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 AG1517'RECOVERED IN GOOD CONDITION.
 AG1517
 AG1517                          STATION RECOVERY (1963)
 AG1517
 AG1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AG1517'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AG1517'MARK 1 AND BENCH MARK P 93 1942 WERE NOT RECOVERED AND ARE
 AG1517'BELIEVED TO HAVE BEEN DESTROYED.  HIGHWAY 18 IS NOW STATE ROAD 780.
 AG1517'
 AG1517'THE STATION IS LOCATED 16.2 MILES EAST ALONG STATE ROAD 780
 AG1517'FROM THE ATLANTIC COAST LINE RAILROAD STATION IN SARASOTA,
 AG1517'WHERE THE ROAD MAKES A RIGHT ANGLE TURN TO THE NORTH.
 AG1517'
 AG1517'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED B 11 1944
 AG1517'SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 5 INCHES BELOW
 AG1517'THE SURFACE OF THE GROUND, 51 FEET NORTH OF A POWER POLE, 39 FEET
 AG1517'NORTH OF SARASOTA COUNTY SURVEY MONUMENT 550, 18.5 FEET EAST
 AG1517'OF THE INTERSECTION OF CENTER LINES OF THE PAVED ROAD TO THE
 AG1517'WEST WITH THE PAVED ROAD TO THE NORTH AND A DIRT ROAD TO THE
 AG1517'SOUTH.
 AG1517
 AG1517                          STATION RECOVERY (1992)
 AG1517
 AG1517'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 1992
 AG1517'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG1517'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD
 AG1517'780 (FRUITVILLE ROAD) 10.8 MI (17.38 KM) TO THE STATION ON THE LEFT.
 AG1517'THE STATION IS A U.S. COAST  AND GEODETIC SURVEY (C.G.S.) TRAVERSE
 AG1517'STATION DISK STAMPED ---B11 1944--- SET IN A 8-INCH SQUARE CONCRETE
 AG1517'POST THAT IS 6-INCHES BELOW THE GROUND. IT IS 21.9 FT (6.68 M)
 AG1517'EASTERLY OF THE CENTERLINE OF VERNA ROAD, AND 18.4 FT (5.61 M)
 AG1517'NORTHERLY OF THE INTERSECTION OF STATE ROAD 780 (FRUITVILLE ROAD).
 AG1517'REFERENCES--
 AG1517'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG1517'TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG1517'BED FOR VERNA ROAD. IT IS 15.52 FT (4.73 M) NORTHWESTERLY OF C.G.S.
 AG1517'HORIZONTAL CONTROL STATION B11 1944, AND 20.47 FT (6.24 M) NORTHERLY
 AG1517'OF SARCO REFERENCE NO. 2.
 AG1517'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG1517'TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT ROAD BED FOR
 AG1517'VERNA ROAD. IT IS 15.37 FT (4.68 M) SOUTHWESTERLY OF C.G.S.
 AG1517'HORIZONTAL CONTROL STATION B11 1944, AND 20.47 FT (6.24 M) SOUTHERLY
 AG1517'OF SARCO REFERENCE NO. 1.
 AG1517
 AG1517                          STATION RECOVERY (1997)
 AG1517
 AG1517'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6287 ***********************************************************************
 AL6287  DESIGNATION -  B 111
 AL6287  PID         -  AL6287
 AL6287  STATE/COUNTY-  FL/PINELLAS
 AL6287  USGS QUAD   -  DUNEDIN (1987)
 AL6287
 AL6287                         *CURRENT SURVEY CONTROL
 AL6287  ___________________________________________________________________
 AL6287* NAD 83(1986)-  28 00 55.     (N)    082 47 26.     (W)     SCALED    
 AL6287* NAVD 88     -         3.034  (meters)       9.95   (feet)  ADJUSTED  
 AL6287  ___________________________________________________________________
 AL6287  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AL6287  DYNAMIC HT  -           3.029 (meters)       9.94  (feet)  COMP
 AL6287  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AL6287
 AL6287  VERT ORDER  -  SECOND    CLASS 0
 AL6287
 AL6287.The horizontal coordinates were scaled from a topographic map and have
 AL6287.an estimated accuracy of +/- 6 seconds.
 AL6287
 AL6287.The orthometric height was determined by differential leveling
 AL6287.and adjusted by the National Geodetic Survey in June 1991..
 AL6287
 AL6287.The geoid height was determined by GEOID03.
 AL6287
 AL6287.The dynamic height is computed by dividing the NAVD 88
 AL6287.geopotential number by the normal gravity value computed on the
 AL6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6287.degrees latitude (g = 980.6199 gals.).
 AL6287
 AL6287.The modeled gravity was interpolated from observed gravity values.
 AL6287
 AL6287;                    North         East    Units  Estimated Accuracy
 AL6287;SPC FL W     -   408,150.      122,250.      MT  (+/- 180 meters Scaled)
 AL6287
 AL6287                          SUPERSEDED SURVEY CONTROL
 AL6287
 AL6287  NGVD 29 (??/??/92)    3.295  (m)           10.81   (f) ADJ UNCH    2 0
 AL6287
 AL6287.Superseded values are not recommended for survey control.
 AL6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6287.See file dsdata.txt to determine how the superseded data were derived.
 AL6287
 AL6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM239001(NAD 83)
 AL6287_MARKER: DB = BENCH MARK DISK
 AL6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6287_STAMPING: B 111 1943
 AL6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6287+STABILITY: SURFACE MOTION
 AL6287
 AL6287  HISTORY     - Date     Condition        Report By
 AL6287  HISTORY     - 1943     MONUMENTED       CGS
 AL6287  HISTORY     - 1957     GOOD             NGS
 AL6287  HISTORY     - 1975     GOOD             NGS
 AL6287  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AL6287  HISTORY     - 19960813 MARK NOT FOUND   USPSQD
 AL6287
 AL6287                          STATION DESCRIPTION
 AL6287
 AL6287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AL6287'AT DUNEDIN.
 AL6287'AT DUNEDIN 0.2 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 19 A
 AL6287'AND STATE HIGHWAY 580, 20.4 FEET WEST OF THE CENTER LINE OF
 AL6287'U.S. HIGHWAY 19 A (BROADWAY), 5 FEET WEST OF THE WEST CURB OF THE
 AL6287'HIGHWAY, 32.6 FEET NORTH OF THE CENTER LINE OF HANCOCK STREET,
 AL6287'21.7 FEET NORTH OF THE NORTH CURB OF HANCOCK STREET, 2.2 FEET
 AL6287'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 7.4 FEET NORTH
 AL6287'OF POWER POLE 10A73, SET IN THE TOP OF A CONCRETE POST WHICH
 AL6287'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AL6287
 AL6287                          STATION RECOVERY (1975)
 AL6287
 AL6287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AL6287'RECOVERED IN GOOD CONDITION.
 AL6287
 AL6287                          STATION RECOVERY (1989)
 AL6287
 AL6287'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL6287'MARK NOT FOUND.
 AL6287
 AL6287                          STATION RECOVERY (1996)
 AL6287
 AL6287'RECOVERY NOTE BY US POWER SQUADRON 1996
 AL6287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6516 ***********************************************************************
 AL6516  DESIGNATION -  B 112
 AL6516  PID         -  AL6516
 AL6516  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6516  USGS QUAD   -  THONOTOSASSA (1987)
 AL6516
 AL6516                         *CURRENT SURVEY CONTROL
 AL6516  ___________________________________________________________________
 AL6516* NAD 83(1986)-  28 04 46.     (N)    082 17 06.     (W)     SCALED    
 AL6516* NAVD 88     -        11.939  (meters)      39.17   (feet)  ADJUSTED  
 AL6516  ___________________________________________________________________
 AL6516  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AL6516  DYNAMIC HT  -          11.922 (meters)      39.11  (feet)  COMP
 AL6516  MODELED GRAV-     979,192.8   (mgal)                       NAVD 88
 AL6516
 AL6516  VERT ORDER  -  SECOND    CLASS 0
 AL6516
 AL6516.The horizontal coordinates were scaled from a topographic map and have
 AL6516.an estimated accuracy of +/- 6 seconds.
 AL6516
 AL6516.The orthometric height was determined by differential leveling
 AL6516.and adjusted by the National Geodetic Survey in June 1991..
 AL6516
 AL6516.The geoid height was determined by GEOID03.
 AL6516
 AL6516.The dynamic height is computed by dividing the NAVD 88
 AL6516.geopotential number by the normal gravity value computed on the
 AL6516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6516.degrees latitude (g = 980.6199 gals.).
 AL6516
 AL6516.The modeled gravity was interpolated from observed gravity values.
 AL6516
 AL6516;                    North         East    Units  Estimated Accuracy
 AL6516;SPC FL W     -   415,050.      171,990.      MT  (+/- 180 meters Scaled)
 AL6516
 AL6516                          SUPERSEDED SURVEY CONTROL
 AL6516
 AL6516  NGVD 29 (??/??/92)   12.200  (m)           40.03   (f) ADJ UNCH    2 0
 AL6516
 AL6516.Superseded values are not recommended for survey control.
 AL6516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6516.See file dsdata.txt to determine how the superseded data were derived.
 AL6516
 AL6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM737066(NAD 83)
 AL6516_MARKER: DB = BENCH MARK DISK
 AL6516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6516_STAMPING: B 112 1943
 AL6516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6516+STABILITY: SURFACE MOTION
 AL6516
 AL6516  HISTORY     - Date     Condition        Report By
 AL6516  HISTORY     - 1943     MONUMENTED       CGS
 AL6516  HISTORY     - 1958     GOOD             NGS
 AL6516  HISTORY     - 1960     GOOD             NGS
 AL6516
 AL6516                          STATION DESCRIPTION
 AL6516
 AL6516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6516'12.6 MI SW FROM ZEPHYRHILLS.
 AL6516'12.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM THE SEABOARD
 AL6516'AIR LINE RAILROAD STATION AT ZEPHYRHILLS, 48 FT. SOUTH OF THE
 AL6516'CENTER LINE OF THE HIGHWAY, 30 FT. WEST OF THE CENTER LINE OF AN
 AL6516'OILED ROAD LEADING SOUTH, 64 FT. NORTH OF THE NORTH RAIL OF THE
 AL6516'ATLANTIC COAST LINE RAILROAD, 18.5 FT. NORTH OF A POWER POLE,
 AL6516'3.3 FT. WEST OF A TELEPHONE POLE, 1.5 FT. EAST OF A CONCRETE
 AL6516'WITNESS POST SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AL6516'0.2 FT. ABOVE THE GROUND.
 AL6516
 AL6516                          STATION RECOVERY (1960)
 AL6516
 AL6516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AL6516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0223 ***********************************************************************
 BG0223  DESIGNATION -  B 113
 BG0223  PID         -  BG0223
 BG0223  STATE/COUNTY-  FL/SANTA ROSA
 BG0223  USGS QUAD   -  MILTON NORTH (1987)
 BG0223
 BG0223                         *CURRENT SURVEY CONTROL
 BG0223  ___________________________________________________________________
 BG0223* NAD 83(1986)-  30 42 21.     (N)    087 01 40.     (W)     SCALED    
 BG0223* NAVD 88     -        59.832  (meters)     196.30   (feet)  ADJUSTED  
 BG0223  ___________________________________________________________________
 BG0223  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG0223  DYNAMIC HT  -          59.756 (meters)     196.05  (feet)  COMP
 BG0223  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 BG0223
 BG0223  VERT ORDER  -  SECOND    CLASS 0
 BG0223
 BG0223.The horizontal coordinates were scaled from a topographic map and have
 BG0223.an estimated accuracy of +/- 6 seconds.
 BG0223
 BG0223.The orthometric height was determined by differential leveling
 BG0223.and adjusted by the National Geodetic Survey in June 1991..
 BG0223
 BG0223.The geoid height was determined by GEOID03.
 BG0223
 BG0223.The dynamic height is computed by dividing the NAVD 88
 BG0223.geopotential number by the normal gravity value computed on the
 BG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0223.degrees latitude (g = 980.6199 gals.).
 BG0223
 BG0223.The modeled gravity was interpolated from observed gravity values.
 BG0223
 BG0223;                    North         East    Units  Estimated Accuracy
 BG0223;SPC FL N     -   191,780.      357,870.      MT  (+/- 180 meters Scaled)
 BG0223
 BG0223                          SUPERSEDED SURVEY CONTROL
 BG0223
 BG0223  NGVD 29 (??/??/92)   59.902  (m)          196.53   (f) ADJ UNCH    2 0
 BG0223
 BG0223.Superseded values are not recommended for survey control.
 BG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0223.See file dsdata.txt to determine how the superseded data were derived.
 BG0223
 BG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU973970(NAD 83)
 BG0223_MARKER: DB = BENCH MARK DISK
 BG0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG0223_SP_SET: FLAGPOLE BASE
 BG0223_STAMPING: B 113 1945
 BG0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0223
 BG0223  HISTORY     - Date     Condition        Report By
 BG0223  HISTORY     - 1945     MONUMENTED       CGS
 BG0223
 BG0223                          STATION DESCRIPTION
 BG0223
 BG0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BG0223'AT NAAS WHITING FIELD.
 BG0223'AT NAAS WHITING FIELD, SANTA ROSA COUNTY, 250 FEET WEST OF
 BG0223'THE WEST ENTRANCE TO THE ADMINISTRATION BUILDING, IN THE CONCRETE
 BG0223'BASE OF THE FLAGPOLE, 1.5 FEET SOUTHEAST OF THE POLE, AND ABOUT
 BG0223'2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 113 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0141 ***********************************************************************
 AS0141  DESIGNATION -  B 115
 AS0141  PID         -  AS0141
 AS0141  STATE/COUNTY-  FL/FRANKLIN
 AS0141  USGS QUAD   -  WEST PASS (1992)
 AS0141
 AS0141                         *CURRENT SURVEY CONTROL
 AS0141  ___________________________________________________________________
 AS0141* NAD 83(1986)-  29 42 51.     (N)    085 01 14.     (W)     SCALED    
 AS0141* NAVD 88     -         1.709  (meters)       5.61   (feet)  ADJUSTED  
 AS0141  ___________________________________________________________________
 AS0141  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AS0141  DYNAMIC HT  -           1.707 (meters)       5.60  (feet)  COMP
 AS0141  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 AS0141
 AS0141  VERT ORDER  -  FIRST     CLASS I
 AS0141
 AS0141.The horizontal coordinates were scaled from a topographic map and have
 AS0141.an estimated accuracy of +/- 6 seconds.
 AS0141
 AS0141.The orthometric height was determined by differential leveling
 AS0141.and adjusted by the National Geodetic Survey in June 1991..
 AS0141
 AS0141.The geoid height was determined by GEOID03.
 AS0141
 AS0141.The dynamic height is computed by dividing the NAVD 88
 AS0141.geopotential number by the normal gravity value computed on the
 AS0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0141.degrees latitude (g = 980.6199 gals.).
 AS0141
 AS0141.The modeled gravity was interpolated from observed gravity values.
 AS0141
 AS0141;                    North         East    Units  Estimated Accuracy
 AS0141;SPC FL N     -    79,280.      549,630.      MT  (+/- 180 meters Scaled)
 AS0141
 AS0141                          SUPERSEDED SURVEY CONTROL
 AS0141
 AS0141  NGVD 29 (??/??/92)    1.884  (m)            6.18   (f) ADJ UNCH    1 1
 AS0141
 AS0141.Superseded values are not recommended for survey control.
 AS0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0141.See file dsdata.txt to determine how the superseded data were derived.
 AS0141
 AS0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT914887(NAD 83)
 AS0141_MARKER: DB = BENCH MARK DISK
 AS0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0141_SP_SET: CULVERT HEADWALL
 AS0141_STAMPING: B 115 1945
 AS0141_MARK LOGO: CGS   
 AS0141_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AS0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0141+STABILITY: SURFACE MOTION
 AS0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0141+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1991
 AS0141
 AS0141  HISTORY     - Date     Condition        Report By
 AS0141  HISTORY     - 1945     MONUMENTED       CGS
 AS0141  HISTORY     - 1967     GOOD             CGS
 AS0141  HISTORY     - 1975     GOOD             NGS
 AS0141  HISTORY     - 1984     GOOD             USPSQD
 AS0141  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AS0141  HISTORY     - 19910927 GOOD             NGS
 AS0141
 AS0141                          STATION DESCRIPTION
 AS0141
 AS0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0141'2.3 MI SW FROM APALACHICOLA.
 AS0141'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 98 FROM THE
 AS0141'COURTHOUSE AT APALACHICOLA, IN SECTION 11, R 8 W, T 9 S, ABOUT
 AS0141'25 YARDS WEST OF THE JUNCTION OF A DRIVEWAY LEADING NORTH TO
 AS0141'THE BAY BREEZE COTTAGES, SET ON THE TOP OF THE EAST END OF THE
 AS0141'NORTHEAST CONCRETE WING WALL FOR A 2-FOOT BOX CULVERT UNDER THE
 AS0141'HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 AS0141'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AS0141
 AS0141                          STATION RECOVERY (1975)
 AS0141
 AS0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0141'RECOVERED IN GOOD CONDITION.
 AS0141
 AS0141                          STATION RECOVERY (1984)
 AS0141
 AS0141'RECOVERY NOTE BY US POWER SQUADRON 1984
 AS0141'RECOVERED IN GOOD CONDITION.
 AS0141
 AS0141                          STATION RECOVERY (1985)
 AS0141
 AS0141'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0141'MARK NOT FOUND.
 AS0141
 AS0141                          STATION RECOVERY (1991)
 AS0141
 AS0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 AS0141'THE MARK IS ABOUT 2.35 MI (3.78 KM) SOUTHWEST OF APALACHICOLA IN
 AS0141'SECTION 11, T 9 S, R 8 W. TO REACH THE MARK FROM THE COURTHOUSE IN
 AS0141'APALACHICOLA, GO NORTH-NORTHWEST ON U.S. HIGHWAY 98 FOR 0.15 MI (0.24
 AS0141'KM) TO A CROSS STREET, TURN LEFT ON U.S. HIGHWAY 98 AND GO
 AS0141'WEST-SOUTHWEST FOR 2.15 MI (3.46 KM) TO THE MARK ON THE RIGHT, SET IN
 AS0141'THE TOP OF A 2.0 FT (0.6 M) CONCRETE BOX CULVERT HEADWALL UNDER U.S.
 AS0141'HIGHWAY 98, FLUSH WITH THE HEADWALL AND 1.5 FT (0.5 M) BELOW THE LEVEL
 AS0141'OF THE HIGHWAY. LOCATED 53.5 FT (16.3 M) WEST OF THE APPROXIMATE
 AS0141'CENTERLINE OF A DRIVEWAY LEADING NORTH, 28.3 FT (8.6 M) NORTH OF THE
 AS0141'CENTERLINE OF U.S. HIGHWAY 98 AND 0.5 FT (15.2 CM) SOUTHWEST OF THE
 AS0141'NORTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5476 ***********************************************************************
 AF5476  DESIGNATION -  B 116
 AF5476  PID         -  AF5476
 AF5476  STATE/COUNTY-  FL/HIGHLANDS
 AF5476  USGS QUAD   -  LORIDA (1972)
 AF5476
 AF5476                         *CURRENT SURVEY CONTROL
 AF5476  ___________________________________________________________________
 AF5476* NAD 83(1986)-  27 27 20.     (N)    081 20 44.     (W)     SCALED    
 AF5476* NAVD 88     -        18.527  (meters)      60.78   (feet)  ADJUSTED  
 AF5476  ___________________________________________________________________
 AF5476  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AF5476  DYNAMIC HT  -          18.498 (meters)      60.69  (feet)  COMP
 AF5476  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 AF5476
 AF5476  VERT ORDER  -  SECOND    CLASS 0
 AF5476
 AF5476.This mark is at Sebring Airport (SEF)
 AF5476
 AF5476.The horizontal coordinates were scaled from a topographic map and have
 AF5476.an estimated accuracy of +/- 6 seconds.
 AF5476
 AF5476.The orthometric height was determined by differential leveling
 AF5476.and adjusted by the National Geodetic Survey in June 1991..
 AF5476
 AF5476.The geoid height was determined by GEOID03.
 AF5476
 AF5476.The dynamic height is computed by dividing the NAVD 88
 AF5476.geopotential number by the normal gravity value computed on the
 AF5476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5476.degrees latitude (g = 980.6199 gals.).
 AF5476
 AF5476.The modeled gravity was interpolated from observed gravity values.
 AF5476
 AF5476;                    North         East    Units  Estimated Accuracy
 AF5476;SPC FL E     -   345,930.      165,840.      MT  (+/- 180 meters Scaled)
 AF5476
 AF5476                          SUPERSEDED SURVEY CONTROL
 AF5476
 AF5476  NGVD 29 (??/??/92)   18.860  (m)           61.88   (f) ADJ UNCH    2 0
 AF5476
 AF5476.Superseded values are not recommended for survey control.
 AF5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5476.See file dsdata.txt to determine how the superseded data were derived.
 AF5476
 AF5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML658369(NAD 83)
 AF5476_MARKER: DB = BENCH MARK DISK
 AF5476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF5476_SP_SET: CONCRETE BASE
 AF5476_STAMPING: B 116 1945
 AF5476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF5476
 AF5476  HISTORY     - Date     Condition        Report By
 AF5476  HISTORY     - 1945     MONUMENTED       CGS
 AF5476
 AF5476                          STATION DESCRIPTION
 AF5476
 AF5476'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AF5476'AT SEBRING AIR TERMINAL.
 AF5476'AT SEBRING AIR TERMINAL, HIGHLANDS COUNTY, AT THE CONTROL TOWER,
 AF5476'AND IN THE CONCRETE BASE OF THE SOUTHEAST LEG.  A STANDARD
 AF5476'DISK, STAMPED B 116 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0080 ***********************************************************************
 AR0080  DESIGNATION -  B 117
 AR0080  PID         -  AR0080
 AR0080  STATE/COUNTY-  FL/DIXIE
 AR0080  USGS QUAD   -  CROSS CITY EAST (1993)
 AR0080
 AR0080                         *CURRENT SURVEY CONTROL
 AR0080  ___________________________________________________________________
 AR0080* NAD 83(1986)-  29 37 47.     (N)    083 06 29.     (W)     SCALED    
 AR0080* NAVD 88     -        12.270  (meters)      40.26   (feet)  ADJUSTED  
 AR0080  ___________________________________________________________________
 AR0080  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AR0080  DYNAMIC HT  -          12.254 (meters)      40.20  (feet)  COMP
 AR0080  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 AR0080
 AR0080  VERT ORDER  -  FIRST     CLASS I
 AR0080
 AR0080.The horizontal coordinates were scaled from a topographic map and have
 AR0080.an estimated accuracy of +/- 6 seconds.
 AR0080
 AR0080.The orthometric height was determined by differential leveling
 AR0080.and adjusted by the National Geodetic Survey in June 1991..
 AR0080
 AR0080.The geoid height was determined by GEOID03.
 AR0080
 AR0080.The dynamic height is computed by dividing the NAVD 88
 AR0080.geopotential number by the normal gravity value computed on the
 AR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0080.degrees latitude (g = 980.6199 gals.).
 AR0080
 AR0080.The modeled gravity was interpolated from observed gravity values.
 AR0080
 AR0080;                    North         East    Units  Estimated Accuracy
 AR0080;SPC FL N     -    70,630.      734,800.      MT  (+/- 180 meters Scaled)
 AR0080
 AR0080                          SUPERSEDED SURVEY CONTROL
 AR0080
 AR0080  NGVD 29 (??/??/92)   12.482  (m)           40.95   (f) ADJ UNCH    1 1
 AR0080
 AR0080.Superseded values are not recommended for survey control.
 AR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0080.See file dsdata.txt to determine how the superseded data were derived.
 AR0080
 AR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN959796(NAD 83)
 AR0080_MARKER: DB = BENCH MARK DISK
 AR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0080_STAMPING: B 117 1945
 AR0080_MARK LOGO: CGS   
 AR0080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0080+STABILITY: SURFACE MOTION
 AR0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR0080+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2002
 AR0080
 AR0080  HISTORY     - Date     Condition        Report By
 AR0080  HISTORY     - 1945     MONUMENTED       CGS
 AR0080  HISTORY     - 1967     GOOD             NGS
 AR0080  HISTORY     - 19920328 GOOD             NGS
 AR0080  HISTORY     - 19980303 GOOD             USPSQD
 AR0080  HISTORY     - 20020211 GOOD             NGS
 AR0080
 AR0080                          STATION DESCRIPTION
 AR0080
 AR0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0080'2 MI SE FROM CROSS CITY.
 AR0080'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM
 AR0080'THE ATLANTIC COAST LINE RAILROAD STATION AT CROSS CITY, THENCE
 AR0080'0.5 MILE NORTHWEST ALONG A BLACK TOPPED ROAD, AT THE OLD ABANDONED
 AR0080'CROSS CITY AIRPORT, IN SECTION 10, R 12 E, T 10 S, DIRECTLY UNDER
 AR0080'THE CENTER OF THE BEACON, 28 1/2 FEET NORTHEAST OF THE CENTER
 AR0080'LINE OF A DRIVEWAY, 25 1/2 FEET NORTHWEST OF THE WEST CORNER OF
 AR0080'A SMALL CONCRETE BUILDING, ABOUT LEVEL WITH THE DRIVE, SET IN
 AR0080'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 AR0080'OF THE GROUND.
 AR0080
 AR0080                          STATION RECOVERY (1992)
 AR0080
 AR0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AR0080'THE MARK IS ABOUT 1.0 MI (1.6 KM) EAST-NORTHEAST OF CROSS CITY, AT THE
 AR0080'CROSS CITY MUNICIPAL AIRPORT, IN SECTION 10, T 10 S, R 12 E, DIRECTLY
 AR0080'UNDER THE CENTER OF THE BEACON.  OWNERSHIP--COUNTY OF DIXIE, P.O.
 AR0080'DRAWER 4-J, CROSS CITY, FLORIDA 32628, KARL AND JEANNE RAPA - AIRPORT
 AR0080'MANAGERS, PHONE 904-498-3072. TO REACH THE MARK FROM THE COURTHOUSE IN
 AR0080'CROSS CITY, GO SOUTH ON WARD AVENUE FOR 0.2 MI (0.3 KM) TO THE
 AR0080'JUNCTION OF U.S. HIGHWAY 19, 27, 98, TURN LEFT ON U.S. HIGHWAY 19, 27,
 AR0080'98 AND GO SOUTHEAST FOR 1.15 MI (1.85 KM) TO A SIGN (CROSS CITY
 AR0080'CORRECTIONAL INSTITUTION) ON THE RIGHT AND A PAVED ROAD ON THE LEFT,
 AR0080'TURN LEFT ON THE PAVED ROAD AND GO NORTHEAST FOR 0.10 MI (0.16 KM) TO
 AR0080'A T JUNCTION, TURN LEFT AT THE T JUNCTION AND GO NORTHWEST FOR 0.10 MI
 AR0080'(0.16 KM) TO A CURVE RIGHT, BEAR RIGHT AND GO NORTHEAST FOR 0.2 MI
 AR0080'(0.3 KM) TO A PAVED ROAD LEFT, LEADING TO THE AIRPORT OFFICE, TURN
 AR0080'LEFT AND GO NORTHWEST FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE ON THE
 AR0080'LEFT AND A GATE TO THE TAXIWAY ON THE RIGHT AND THE MARK ON THE RIGHT,
 AR0080'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.6 FT (18.3 CM)
 AR0080'ABOVE THE LEVEL OF THE GROUND. LOCATED 28.5 FT (8.7 M) NORTHEAST OF
 AR0080'THE APPROXIMATE CENTERLINE OF THE ROAD TO THE AIRPORT OFFICE AND 25.5
 AR0080'FT (7.8 M) NORTHWEST OF THE WEST CORNER OF A SMALL CONCRETE BUILDING.
 AR0080
 AR0080                          STATION RECOVERY (1998)
 AR0080
 AR0080'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0080'RECOVERED IN GOOD CONDITION.
 AR0080
 AR0080                          STATION RECOVERY (2002)
 AR0080
 AR0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AR0080'ACL RR IS NOW A BICYCLE PATH LON NE SIDE OF HWY.  AIRPORT IS ACTIVE.
 AR0080'THIS IS GRAVITY BASE STATION 'CROSS CITY JA' = DOD 4531-1, IGB 08193 ,
 AR0080'GSS 081B06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1713 ***********************************************************************
 AK1713  DESIGNATION -  B 118
 AK1713  PID         -  AK1713
 AK1713  STATE/COUNTY-  FL/POLK
 AK1713  USGS QUAD   -  WINTER HAVEN (1983)
 AK1713
 AK1713                         *CURRENT SURVEY CONTROL
 AK1713  ___________________________________________________________________
 AK1713* NAD 83(1986)-  28 01 19.     (N)    081 43 58.     (W)     SCALED    
 AK1713* NAVD 88     -        51.616  (meters)     169.34   (feet)  ADJUSTED  
 AK1713  ___________________________________________________________________
 AK1713  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AK1713  DYNAMIC HT  -          51.539 (meters)     169.09  (feet)  COMP
 AK1713  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 AK1713
 AK1713  VERT ORDER  -  FIRST     CLASS II
 AK1713
 AK1713.The horizontal coordinates were scaled from a topographic map and have
 AK1713.an estimated accuracy of +/- 6 seconds.
 AK1713
 AK1713.The orthometric height was determined by differential leveling
 AK1713.and adjusted by the National Geodetic Survey in June 1991..
 AK1713
 AK1713.The geoid height was determined by GEOID03.
 AK1713
 AK1713.The dynamic height is computed by dividing the NAVD 88
 AK1713.geopotential number by the normal gravity value computed on the
 AK1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1713.degrees latitude (g = 980.6199 gals.).
 AK1713
 AK1713.The modeled gravity was interpolated from observed gravity values.
 AK1713
 AK1713;                    North         East    Units  Estimated Accuracy
 AK1713;SPC FL W     -   408,670.      226,280.      MT  (+/- 180 meters Scaled)
 AK1713
 AK1713                          SUPERSEDED SURVEY CONTROL
 AK1713
 AK1713  NGVD 29 (??/??/92)   51.87   (m)          170.2    (f) COMPUTED    1 2
 AK1713
 AK1713.Superseded values are not recommended for survey control.
 AK1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1713.See file dsdata.txt to determine how the superseded data were derived.
 AK1713
 AK1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML279998(NAD 83)
 AK1713_MARKER: DB = BENCH MARK DISK
 AK1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1713_SP_SET: WALL
 AK1713_STAMPING: B 118 1945
 AK1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1713
 AK1713  HISTORY     - Date     Condition        Report By
 AK1713  HISTORY     - 1945     MONUMENTED       CGS
 AK1713  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AK1713  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AK1713
 AK1713                          STATION DESCRIPTION
 AK1713
 AK1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AK1713'AT WINTER HAVEN.
 AK1713'AT WINTER HAVEN, POLK COUNTY, AT THE CITY HALL, IN THE EAST WALL,
 AK1713'6 INCHES NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 AK1713'ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 118
 AK1713'1945 AND SET VERTICALLY.
 AK1713
 AK1713                          STATION RECOVERY (1983)
 AK1713
 AK1713'RECOVERY NOTE BY US POWER SQUADRON 1983
 AK1713'IN A CONCRETE POST 16 INCHES BELOW GROUND LEVEL WITH WITNESS MARKER
 AK1713'GUARDED BY THREE UTILITY POLES THREE FEET IN HEIGHT.
 AK1713
 AK1713                          STATION RECOVERY (2005)
 AK1713
 AK1713'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AK1713'RAILROAD TRACKS HAVE BEEN REMOVED AND ORANGE ORCHARD IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1619 ***********************************************************************
 AG1619  DESIGNATION -  B 119
 AG1619  PID         -  AG1619
 AG1619  STATE/COUNTY-  FL/CHARLOTTE
 AG1619  USGS QUAD   -  PUNTA GORDA (1987)
 AG1619
 AG1619                         *CURRENT SURVEY CONTROL
 AG1619  ___________________________________________________________________
 AG1619* NAD 83(1986)-  26 55 30.     (N)    082 00 18.     (W)     SCALED    
 AG1619* NAVD 88     -         3.788  (meters)      12.43   (feet)  ADJUSTED  
 AG1619  ___________________________________________________________________
 AG1619  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AG1619  DYNAMIC HT  -           3.782 (meters)      12.41  (feet)  COMP
 AG1619  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 AG1619
 AG1619  VERT ORDER  -  FIRST     CLASS II
 AG1619
 AG1619.This mark is at Charlotte County Airport (PGD)
 AG1619
 AG1619.The horizontal coordinates were scaled from a topographic map and have
 AG1619.an estimated accuracy of +/- 6 seconds.
 AG1619
 AG1619.The orthometric height was determined by differential leveling
 AG1619.and adjusted by the National Geodetic Survey in June 1991..
 AG1619
 AG1619.The geoid height was determined by GEOID03.
 AG1619
 AG1619.The dynamic height is computed by dividing the NAVD 88
 AG1619.geopotential number by the normal gravity value computed on the
 AG1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1619.degrees latitude (g = 980.6199 gals.).
 AG1619
 AG1619.The modeled gravity was interpolated from observed gravity values.
 AG1619
 AG1619;                    North         East    Units  Estimated Accuracy
 AG1619;SPC FL W     -   287,090.      199,500.      MT  (+/- 180 meters Scaled)
 AG1619
 AG1619                          SUPERSEDED SURVEY CONTROL
 AG1619
 AG1619  NGVD 29 (??/??/92)    4.131  (m)           13.55   (f) ADJ UNCH    1 2
 AG1619
 AG1619.Superseded values are not recommended for survey control.
 AG1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1619.See file dsdata.txt to determine how the superseded data were derived.
 AG1619
 AG1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK002785(NAD 83)
 AG1619_MARKER: DB = BENCH MARK DISK
 AG1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1619_STAMPING: B 119 1945
 AG1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1619+STABILITY: SURFACE MOTION
 AG1619
 AG1619  HISTORY     - Date     Condition        Report By
 AG1619  HISTORY     - 1945     MONUMENTED       CGS
 AG1619  HISTORY     - 19910127 MARK NOT FOUND   USPSQD
 AG1619  HISTORY     - 19941024 MARK NOT FOUND   USPSQD
 AG1619  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 AG1619
 AG1619                          STATION DESCRIPTION
 AG1619
 AG1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AG1619'1.6 MI E FROM PUNTA GORDA.
 AG1619'1.6 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AG1619'STATION AT PUNTA GORDA, CHARLOTTE COUNTY, THENCE 1.7 MILES
 AG1619'SOUTHEAST ALONG A SAND ROAD, AT THE NORTH ENTRANCE TO CHARLOTTE
 AG1619'COUNTY AIRPORT, 34 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE
 AG1619'ROAD, 14 FEET NORTH OF THE NORTH BANK OF A SMALL CANAL, AND
 AG1619'2 FEET EAST OF THE BOUNDARY FENCE.  A STANDARD DISK, STAMPED
 AG1619'B 119 1945 AND SET IN THE TOP OF A CONCRETE POST.
 AG1619
 AG1619                          STATION RECOVERY (1991)
 AG1619
 AG1619'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AG1619'MARK NOT FOUND.
 AG1619
 AG1619                          STATION RECOVERY (1994)
 AG1619
 AG1619'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1619'MARK NOT FOUND.
 AG1619
 AG1619                          STATION RECOVERY (2001)
 AG1619
 AG1619'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG1619'OVER BURDEN FROM CANAL NOW BURIES STATION. LOCATION NO LONGER AIRPORT
 AG1619'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0427 ***********************************************************************
 BE0427  DESIGNATION -  B 12
 BE0427  PID         -  BE0427
 BE0427  STATE/COUNTY-  FL/JACKSON
 BE0427  USGS QUAD   -  SNEADS (1994)
 BE0427
 BE0427                         *CURRENT SURVEY CONTROL
 BE0427  ___________________________________________________________________
 BE0427* NAD 83(1986)-  30 42 11.     (N)    084 58 56.     (W)     SCALED    
 BE0427* NAVD 88     -        43.111  (meters)     141.44   (feet)  ADJUSTED  
 BE0427  ___________________________________________________________________
 BE0427  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BE0427  DYNAMIC HT  -          43.054 (meters)     141.25  (feet)  COMP
 BE0427  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 BE0427
 BE0427  VERT ORDER  -  FIRST     CLASS II
 BE0427
 BE0427.The horizontal coordinates were scaled from a topographic map and have
 BE0427.an estimated accuracy of +/- 6 seconds.
 BE0427
 BE0427.The orthometric height was determined by differential leveling
 BE0427.and adjusted by the National Geodetic Survey in June 1991..
 BE0427
 BE0427.The geoid height was determined by GEOID03.
 BE0427
 BE0427.The dynamic height is computed by dividing the NAVD 88
 BE0427.geopotential number by the normal gravity value computed on the
 BE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0427.degrees latitude (g = 980.6199 gals.).
 BE0427
 BE0427.The modeled gravity was interpolated from observed gravity values.
 BE0427
 BE0427;                    North         East    Units  Estimated Accuracy
 BE0427;SPC FL N     -   188,880.      553,800.      MT  (+/- 180 meters Scaled)
 BE0427
 BE0427                          SUPERSEDED SURVEY CONTROL
 BE0427
 BE0427  NGVD 29 (??/??/92)   43.258  (m)          141.92   (f) ADJ UNCH    1 2
 BE0427
 BE0427.Superseded values are not recommended for survey control.
 BE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0427.See file dsdata.txt to determine how the superseded data were derived.
 BE0427
 BE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU932984(NAD 83)
 BE0427_MARKER: DB = BENCH MARK DISK
 BE0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0427_STAMPING: 141.922 B 12 1918
 BE0427_PROJECTION: PROJECTING 7 CENTIMETERS
 BE0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0427+STABILITY: SURFACE MOTION
 BE0427
 BE0427  HISTORY     - Date     Condition        Report By
 BE0427  HISTORY     - 1918     MONUMENTED       CGS
 BE0427  HISTORY     - 1952     GOOD             NGS
 BE0427  HISTORY     - 1955     GOOD             NGS
 BE0427  HISTORY     - 1978     MARK NOT FOUND   USGS
 BE0427  HISTORY     - 1981     MARK NOT FOUND   NGS
 BE0427
 BE0427                          STATION DESCRIPTION
 BE0427
 BE0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0427'2.3 MI E FROM GRAND RIDGE.
 BE0427'ABOUT 2.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BE0427'FROM THE STATION AND CROSSING OF STATE HIGHWAY 69 AT GRAND RIDGE,
 BE0427'ABOUT 0.1 MILE EAST OF MILE POST 802, 35.8 FEET SOUTH OF SOUTH
 BE0427'RAIL, 40 FEET NORTHEAST OF CENTER OF JUNCTION OF A ROAD PARALLEL
 BE0427'TO TRACK AND A PRIVATE ROAD SOUTH, 23 FEET NORTH OF CENTER LINE
 BE0427'OF ROAD PARALLEL TO TRACK, 12 FEET NORTH OF A FENCE LINE, 1 1/2
 BE0427'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 BE0427'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0427'5 INCHES.
 BE0427
 BE0427                          STATION RECOVERY (1955)
 BE0427
 BE0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BE0427'RECOVERED IN GOOD CONDITION.
 BE0427
 BE0427                          STATION RECOVERY (1978)
 BE0427
 BE0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BE0427'MARK NOT FOUND.
 BE0427
 BE0427                          STATION RECOVERY (1981)
 BE0427
 BE0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0427'SEARCHED FOR AND NOT RECOVERED, DESCRIPTION NOW INADEQUATE AND EXACT
 BE0427'LOCATION COULD NOT BE FOUND. THE BELIEVED LOCATION IS NOW ON THE
 BE0427'NORTH EDGE OF THE SAND ROAD PARALLELING THE TRACKS, THE ROAD HAS BEEN
 BE0427'WIDENED AND IS GRADED OFTEN, BELIEVED DESTROYED OR COVERED OVER, A
 BE0427'METAL DETECTOR WAS ALSO USED IN THE SEARCH BUT WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2357 ***********************************************************************
 AC2357  DESIGNATION -  B 120
 AC2357  PID         -  AC2357
 AC2357  STATE/COUNTY-  FL/MIAMI-DADE
 AC2357  USGS QUAD   -  NORTH MIAMI (1988)
 AC2357
 AC2357                         *CURRENT SURVEY CONTROL
 AC2357  ___________________________________________________________________
 AC2357* NAD 83(1986)-  25 52 38.     (N)    080 14 34.     (W)     SCALED    
 AC2357* NAVD 88     -         2.030  (meters)       6.66   (feet)  ADJUSTED  
 AC2357  ___________________________________________________________________
 AC2357  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AC2357  DYNAMIC HT  -           2.027 (meters)       6.65  (feet)  COMP
 AC2357  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 AC2357
 AC2357  VERT ORDER  -  FIRST     CLASS II
 AC2357
 AC2357.The horizontal coordinates were scaled from a topographic map and have
 AC2357.an estimated accuracy of +/- 6 seconds.
 AC2357
 AC2357.The orthometric height was determined by differential leveling
 AC2357.and adjusted by the National Geodetic Survey in June 1991..
 AC2357
 AC2357.The geoid height was determined by GEOID03.
 AC2357
 AC2357.The dynamic height is computed by dividing the NAVD 88
 AC2357.geopotential number by the normal gravity value computed on the
 AC2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2357.degrees latitude (g = 980.6199 gals.).
 AC2357
 AC2357.The modeled gravity was interpolated from observed gravity values.
 AC2357
 AC2357;                    North         East    Units  Estimated Accuracy
 AC2357;SPC FL E     -   171,230.      275,890.      MT  (+/- 180 meters Scaled)
 AC2357
 AC2357                          SUPERSEDED SURVEY CONTROL
 AC2357
 AC2357  NGVD 29 (??/??/92)    2.501  (m)            8.21   (f) ADJ UNCH    1 2
 AC2357
 AC2357.Superseded values are not recommended for survey control.
 AC2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2357.See file dsdata.txt to determine how the superseded data were derived.
 AC2357
 AC2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ758623(NAD 83)
 AC2357_MARKER: DB = BENCH MARK DISK
 AC2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2357_STAMPING: B 120 1945
 AC2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2357+STABILITY: SURFACE MOTION
 AC2357
 AC2357  HISTORY     - Date     Condition        Report By
 AC2357  HISTORY     - 1945     MONUMENTED       CGS
 AC2357
 AC2357                          STATION DESCRIPTION
 AC2357
 AC2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AC2357'AT MIAMI MASTER FIELD.
 AC2357'AT MIAMI MASTER FIELD, DADE COUNTY, 54 FEET WEST OF THE
 AC2357'CENTERLINE OF NORTHWEST TWENTY-SEVENTH AVENUE, 29 FEET NORTH
 AC2357'OF THE CENTERLINE OF THE MAIN ENTRANCE DRIVEWAY, 2 FEET EAST
 AC2357'OF THE 10-FOOT-HIGH WIRE FENCE SURROUNDING THE FIELD, AND 2
 AC2357'FEET NORTH OF A WHITE WOODEN WITNESS POST.  AN IRON DISK, STAMPED
 AC2357'B 120 1945 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0320 ***********************************************************************
 AA0320  DESIGNATION -  B 121
 AA0320  PID         -  AA0320
 AA0320  STATE/COUNTY-  FL/MONROE
 AA0320  USGS QUAD   -  MARATHON (1971)
 AA0320
 AA0320                         *CURRENT SURVEY CONTROL
 AA0320  ___________________________________________________________________
 AA0320* NAD 83(1986)-  24 43 27.     (N)    081 03 31.     (W)     SCALED    
 AA0320* NAVD 88     -         0.274  (meters)       0.90   (feet)  ADJUSTED  
 AA0320  ___________________________________________________________________
 AA0320  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AA0320  DYNAMIC HT  -           0.273 (meters)       0.90  (feet)  COMP
 AA0320  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 AA0320
 AA0320  VERT ORDER  -  FIRST     CLASS II
 AA0320
 AA0320.This mark is at Marathon Airport (MTH)
 AA0320
 AA0320.The horizontal coordinates were scaled from a topographic map and have
 AA0320.an estimated accuracy of +/- 6 seconds.
 AA0320
 AA0320.The orthometric height was determined by differential leveling
 AA0320.and adjusted by the National Geodetic Survey in June 1991..
 AA0320.WARNING-Repeat measurements at this control monument indicate possible
 AA0320.vertical movement.
 AA0320
 AA0320.The geoid height was determined by GEOID03.
 AA0320
 AA0320.The dynamic height is computed by dividing the NAVD 88
 AA0320.geopotential number by the normal gravity value computed on the
 AA0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0320.degrees latitude (g = 980.6199 gals.).
 AA0320
 AA0320.The modeled gravity was interpolated from observed gravity values.
 AA0320
 AA0320;                    North         East    Units  Estimated Accuracy
 AA0320;SPC FL E     -    43,290.      194,070.      MT  (+/- 180 meters Scaled)
 AA0320
 AA0320                          SUPERSEDED SURVEY CONTROL
 AA0320
 AA0320  NGVD 29 (??/??/92)    0.716  (m)            2.35   (f) ADJ UNCH    1 2
 AA0320
 AA0320.Superseded values are not recommended for survey control.
 AA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0320.See file dsdata.txt to determine how the superseded data were derived.
 AA0320
 AA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH940344(NAD 83)
 AA0320_MARKER: DB = BENCH MARK DISK
 AA0320_SETTING: 66 = SET IN ROCK OUTCROP
 AA0320_SP_SET: ROCK OUTCROP
 AA0320_STAMPING: B 121 1945
 AA0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0320+STABILITY: POSITION/ELEVATION WELL
 AA0320
 AA0320  HISTORY     - Date     Condition        Report By
 AA0320  HISTORY     - 1945     MONUMENTED       CGS
 AA0320  HISTORY     - 1966     GOOD             NGS
 AA0320  HISTORY     - 1971     MARK NOT FOUND   NGS
 AA0320  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AA0320
 AA0320                          STATION DESCRIPTION
 AA0320
 AA0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0320'1.4 MI E FROM MARATHON.
 AA0320'ABOUT 1.45 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0320'AT MARATHON, AT THE MARATHON FLIGHT STRIP, 0.55 MILE WEST OF THE
 AA0320'WIND INDICATOR, 0.25 MILE EAST OF THE WEST END OF THE RUNWAY,
 AA0320'214 YARDS NORTHWEST OF BENCH MARK C 121, 54.5 FEET NORTH OF THE
 AA0320'NORTH EDGE OF A TAXI STRIP, 53 1/2 FEET WEST OF THE CENTER LINE
 AA0320'OF A ROAD LEADING TO A SMALL LAKE, 2 FEET SOUTH OF A METAL WITNESS
 AA0320'POST, SET IN THE TOP OF A ROCK OUTCROP AND ABOUT 1 FOOT BELOW
 AA0320'THE LEVEL OF THE RUNWAY.
 AA0320
 AA0320                          STATION RECOVERY (1971)
 AA0320
 AA0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AA0320'MARK NOT FOUND.
 AA0320
 AA0320                          STATION RECOVERY (1983)
 AA0320
 AA0320'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AA0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3414 ***********************************************************************
 AF3414  DESIGNATION -  B 122
 AF3414  PID         -  AF3414
 AF3414  STATE/COUNTY-  FL/INDIAN RIVER
 AF3414  USGS QUAD   -  VERO BEACH (1983)
 AF3414
 AF3414                         *CURRENT SURVEY CONTROL
 AF3414  ___________________________________________________________________
 AF3414* NAD 83(1986)-  27 39 06.     (N)    080 25 07.     (W)     SCALED    
 AF3414* NAVD 88     -         6.871  (meters)      22.54   (feet)  ADJUSTED  
 AF3414  ___________________________________________________________________
 AF3414  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AF3414  DYNAMIC HT  -           6.861 (meters)      22.51  (feet)  COMP
 AF3414  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 AF3414
 AF3414  VERT ORDER  -  FIRST     CLASS II
 AF3414
 AF3414.This mark is at Vero Beach Airport (VRB)
 AF3414
 AF3414.The horizontal coordinates were scaled from a topographic map and have
 AF3414.an estimated accuracy of +/- 6 seconds.
 AF3414
 AF3414.The orthometric height was determined by differential leveling
 AF3414.and adjusted by the National Geodetic Survey in June 1991..
 AF3414
 AF3414.The geoid height was determined by GEOID03.
 AF3414
 AF3414.The dynamic height is computed by dividing the NAVD 88
 AF3414.geopotential number by the normal gravity value computed on the
 AF3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3414.degrees latitude (g = 980.6199 gals.).
 AF3414
 AF3414.The modeled gravity was interpolated from observed gravity values.
 AF3414
 AF3414;                    North         East    Units  Estimated Accuracy
 AF3414;SPC FL E     -   367,750.      257,370.      MT  (+/- 180 meters Scaled)
 AF3414
 AF3414                          SUPERSEDED SURVEY CONTROL
 AF3414
 AF3414  NGVD 29 (??/??/92)    7.320  (m)           24.02   (f) ADJ UNCH    1 2
 AF3414
 AF3414.Superseded values are not recommended for survey control.
 AF3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3414.See file dsdata.txt to determine how the superseded data were derived.
 AF3414
 AF3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL573587(NAD 83)
 AF3414_MARKER: DB = BENCH MARK DISK
 AF3414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3414_SP_SET: CONCRETE BASE
 AF3414_STAMPING: B 122 1945
 AF3414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3414
 AF3414  HISTORY     - Date     Condition        Report By
 AF3414  HISTORY     - 1945     MONUMENTED       CGS
 AF3414  HISTORY     - 1956     GOOD             NGS
 AF3414  HISTORY     - 19870804 MARK NOT FOUND   USPSQD
 AF3414  HISTORY     - 19890301 MARK NOT FOUND   USPSQD
 AF3414  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AF3414
 AF3414                          STATION DESCRIPTION
 AF3414
 AF3414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AF3414'AT VERO BEACH MUN AIRPORT.
 AF3414'AT THE VERO BEACH MUNICIPAL AIRPORT, SET IN THE BASE OF A HANGAR
 AF3414'SUPPORT FOR HANGAR NO. 5, 0.1 MILE SOUTHWEST OF THE CONTROL
 AF3414'TOWER (ADMINISTRATION BUILDING), SET FLUSH IN THE BASE OF THE
 AF3414'HANGAR SUPPORT 2 FEET ABOVE THE SURFACE OF THE CONCRETE PARKING
 AF3414'APRON.
 AF3414
 AF3414                          STATION RECOVERY (1987)
 AF3414
 AF3414'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG)
 AF3414'MARK NOT FOUND.
 AF3414
 AF3414                          STATION RECOVERY (1989)
 AF3414
 AF3414'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3414'MARK NOT FOUND.
 AF3414
 AF3414                          STATION RECOVERY (1994)
 AF3414
 AF3414'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3395 ***********************************************************************
 BG3395  DESIGNATION -  B 124
 BG3395  PID         -  BG3395
 BG3395  STATE/COUNTY-  FL/OKALOOSA
 BG3395  USGS QUAD   -  HOLT SW (1976)
 BG3395
 BG3395                         *CURRENT SURVEY CONTROL
 BG3395  ___________________________________________________________________
 BG3395* NAD 83(1986)-  30 34 51.     (N)    086 39 05.     (W)     SCALED    
 BG3395* NAVD 88     -        55.899  (meters)     183.40   (feet)  ADJUSTED  
 BG3395  ___________________________________________________________________
 BG3395  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG3395  DYNAMIC HT  -          55.827 (meters)     183.16  (feet)  COMP
 BG3395  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 BG3395
 BG3395  VERT ORDER  -  FIRST     CLASS II
 BG3395
 BG3395.The horizontal coordinates were scaled from a topographic map and have
 BG3395.an estimated accuracy of +/- 6 seconds.
 BG3395
 BG3395.The orthometric height was determined by differential leveling
 BG3395.and adjusted by the National Geodetic Survey in June 1991..
 BG3395
 BG3395.The geoid height was determined by GEOID03.
 BG3395
 BG3395.The dynamic height is computed by dividing the NAVD 88
 BG3395.geopotential number by the normal gravity value computed on the
 BG3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3395.degrees latitude (g = 980.6199 gals.).
 BG3395
 BG3395.The modeled gravity was interpolated from observed gravity values.
 BG3395
 BG3395;                    North         East    Units  Estimated Accuracy
 BG3395;SPC FL N     -   177,180.      393,660.      MT  (+/- 180 meters Scaled)
 BG3395
 BG3395                          SUPERSEDED SURVEY CONTROL
 BG3395
 BG3395  NGVD 29 (??/??/92)   56.012  (m)          183.77   (f) ADJ UNCH    1 2
 BG3395
 BG3395.Superseded values are not recommended for survey control.
 BG3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3395.See file dsdata.txt to determine how the superseded data were derived.
 BG3395
 BG3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU334832(NAD 83)
 BG3395_MARKER: DB = BENCH MARK DISK
 BG3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG3395_STAMPING: B 124 1951
 BG3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3395+STABILITY: SURFACE MOTION
 BG3395
 BG3395  HISTORY     - Date     Condition        Report By
 BG3395  HISTORY     - 1951     MONUMENTED       CGS
 BG3395
 BG3395                          STATION DESCRIPTION
 BG3395
 BG3395'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BG3395'7.6 MI NW FROM NICEVILLE.
 BG3395'ON EGLIN AIR FORCE BASE RESERVATION, OKALOOSA COUNTY, FLORIDA,
 BG3395'11.0 MILES WEST ON MACADAM HIGHWAY TO FIELD 5 FROM EGLIN AIR
 BG3395'FORCE BASE MAIN FIELD WEST GATE, 6.7 MILES WEST ON HIGHWAY
 BG3395'FROM ENTRANCE TO PEEL FIELD, 0.1 MILES WEST OF T INTERSECTION
 BG3395'OF MACADAM ROADS, 27 FT. NORTHEAST OF THE CENTER OF HIGHWAY,
 BG3395'10 FT. NORTHWEST OF A LARGE PINE TREE, 6 FT. SOUTHEAST OF A WHITE
 BG3395'WITNESS POST.  STANDARD MARK SET IN CONCRETE MONUMENT PROJECTING 5
 BG3395'INCHES ABOVE THE SURFACE OF THE EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1034 ***********************************************************************
 BG1034  DESIGNATION -  B 125
 BG1034  PID         -  BG1034
 BG1034  STATE/COUNTY-  FL/OKALOOSA
 BG1034  USGS QUAD   -  HOLT SW (1976)
 BG1034
 BG1034                         *CURRENT SURVEY CONTROL
 BG1034  ___________________________________________________________________
 BG1034* NAD 83(1986)-  30 32 32.     (N)    086 38 12.     (W)     SCALED    
 BG1034* NAVD 88     -        51.086  (meters)     167.60   (feet)  ADJUSTED  
 BG1034  ___________________________________________________________________
 BG1034  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1034  DYNAMIC HT  -          51.020 (meters)     167.39  (feet)  COMP
 BG1034  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BG1034
 BG1034  VERT ORDER  -  FIRST     CLASS II
 BG1034
 BG1034.The horizontal coordinates were scaled from a topographic map and have
 BG1034.an estimated accuracy of +/- 6 seconds.
 BG1034
 BG1034.The orthometric height was determined by differential leveling
 BG1034.and adjusted by the National Geodetic Survey in June 1991..
 BG1034
 BG1034.The geoid height was determined by GEOID03.
 BG1034
 BG1034.The dynamic height is computed by dividing the NAVD 88
 BG1034.geopotential number by the normal gravity value computed on the
 BG1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1034.degrees latitude (g = 980.6199 gals.).
 BG1034
 BG1034.The modeled gravity was interpolated from observed gravity values.
 BG1034
 BG1034;                    North         East    Units  Estimated Accuracy
 BG1034;SPC FL N     -   172,880.      394,990.      MT  (+/- 180 meters Scaled)
 BG1034
 BG1034                          SUPERSEDED SURVEY CONTROL
 BG1034
 BG1034  NGVD 29 (??/??/92)   51.202  (m)          167.99   (f) ADJ UNCH    1 2
 BG1034
 BG1034.Superseded values are not recommended for survey control.
 BG1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1034.See file dsdata.txt to determine how the superseded data were derived.
 BG1034
 BG1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU348789(NAD 83)
 BG1034_MARKER: DB = BENCH MARK DISK
 BG1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1034_STAMPING: B 125 1951
 BG1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1034+STABILITY: SURFACE MOTION
 BG1034
 BG1034  HISTORY     - Date     Condition        Report By
 BG1034  HISTORY     - 1951     MONUMENTED       CGS
 BG1034  HISTORY     - 1953     GOOD             NGS
 BG1034
 BG1034                          STATION DESCRIPTION
 BG1034
 BG1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1034'15.4 MI N FROM FORT WALTON.
 BG1034'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1034'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 7.5 MILES NORTHWEST
 BG1034'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 1.45 MILES SOUTHWEST
 BG1034'AND WEST ALONG IMRPOVED ROAD NO. 235, THENCE ABOUT 0.1 MILE
 BG1034'SOUTH ALONG A SAND ROAD, AT THE NORTHWEST CORNER OF A BOMBING
 BG1034'RANGE, 32 FEET EAST OF CENTER LINE OF ROAD AT WEST END OF RANGE,
 BG1034'29 FEET SOUTH OF CENTER LINE OF ROAD ALONG NORTH SIDE OF RANGE,
 BG1034'3 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BG1034'WITH INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 BG1034'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0117 ***********************************************************************
 BE0117  DESIGNATION -  B 126
 BE0117  PID         -  BE0117
 BE0117  STATE/COUNTY-  FL/JACKSON
 BE0117  USGS QUAD   -  CAMPBELLTON (1993)
 BE0117
 BE0117                         *CURRENT SURVEY CONTROL
 BE0117  ___________________________________________________________________
 BE0117* NAD 83(1986)-  30 55 24.     (N)    085 23 53.     (W)     SCALED    
 BE0117* NAVD 88     -        48.936  (meters)     160.55   (feet)  ADJUSTED  
 BE0117  ___________________________________________________________________
 BE0117  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BE0117  DYNAMIC HT  -          48.874 (meters)     160.35  (feet)  COMP
 BE0117  MODELED GRAV-     979,368.2   (mgal)                       NAVD 88
 BE0117
 BE0117  VERT ORDER  -  SECOND    CLASS 0
 BE0117
 BE0117.The horizontal coordinates were scaled from a topographic map and have
 BE0117.an estimated accuracy of +/- 6 seconds.
 BE0117
 BE0117.The orthometric height was determined by differential leveling
 BE0117.and adjusted by the National Geodetic Survey in June 1991..
 BE0117
 BE0117.The geoid height was determined by GEOID03.
 BE0117
 BE0117.The dynamic height is computed by dividing the NAVD 88
 BE0117.geopotential number by the normal gravity value computed on the
 BE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0117.degrees latitude (g = 980.6199 gals.).
 BE0117
 BE0117.The modeled gravity was interpolated from observed gravity values.
 BE0117
 BE0117;                    North         East    Units  Estimated Accuracy
 BE0117;SPC FL N     -   213,540.      514,160.      MT  (+/- 180 meters Scaled)
 BE0117
 BE0117                          SUPERSEDED SURVEY CONTROL
 BE0117
 BE0117  NGVD 29 (??/??/92)   49.049  (m)          160.92   (f) ADJ UNCH    2 0
 BE0117
 BE0117.Superseded values are not recommended for survey control.
 BE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0117.See file dsdata.txt to determine how the superseded data were derived.
 BE0117
 BE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV530222(NAD 83)
 BE0117_MARKER: DB = BENCH MARK DISK
 BE0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0117_STAMPING: B 126 1952
 BE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0117+STABILITY: SURFACE MOTION
 BE0117
 BE0117  HISTORY     - Date     Condition        Report By
 BE0117  HISTORY     - 1952     MONUMENTED       CGS
 BE0117  HISTORY     - 1978     GOOD             USGS
 BE0117  HISTORY     - 20010331 GOOD             NGS
 BE0117  HISTORY     - 20010331 GOOD             NGS
 BE0117  HISTORY     - 20010331 GOOD             NGS
 BE0117  HISTORY     - 20010331 GOOD             NGS
 BE0117  HISTORY     - 20010331 GOOD             NGS
 BE0117
 BE0117                          STATION DESCRIPTION
 BE0117
 BE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0117'1.9 MI S FROM CAMPBELLTON.
 BE0117'ABOUT 1.9 MILES SOUTH ALONG THE ATLANTA AND SAINT ANDREWS BAY
 BE0117'RAILWAY FROM THE STATION AT CAMPBELLTON, ABOUT 0.35 MILE NORTH
 BE0117'OF MILE POST D/22, 44 1/2 FEET WEST OF WEST RAIL, 164 FEET NORTH
 BE0117'OF CENTER OF A FARM ROAD CROSSING, 29 FEET NORTHWEST OF A
 BE0117'TELEPHONE POLE, 7 FEET SOUTH OF CENTER LINE OF A FARM DRIVEWAY,
 BE0117'1 1/2 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE
 BE0117'WEST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 BE0117'POST PROJECTING 4 INCHES.
 BE0117
 BE0117                          STATION RECOVERY (1978)
 BE0117
 BE0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BE0117'ABOUT 1.9 MILES SOUTH ALONG ATLANTA AND ST. ANDREWS BAY RAILWAY FROM
 BE0117'THE STATION AT CAMPBELLTON, ABOUT 0.35 MILE NORTH OF MILE POST D/22,
 BE0117'44 1/2 FEET WEST OF WEST RAIL, 133 FEET SOUTH OF CENTER OF A FARM
 BE0117'ROAD CROSSING, 1 1/2 FOOT WEST OF FENCE LINE, ABOUT LEVEL WITH TRACK
 BE0117'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BE0117
 BE0117                          STATION RECOVERY (2001)
 BE0117
 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0117
 BE0117                          STATION RECOVERY (2001)
 BE0117
 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0117
 BE0117                          STATION RECOVERY (2001)
 BE0117
 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0117
 BE0117                          STATION RECOVERY (2001)
 BE0117
 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0117
 BE0117                          STATION RECOVERY (2001)
 BE0117
 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0170 ***********************************************************************
 BE0170  DESIGNATION -  B 127
 BE0170  PID         -  BE0170
 BE0170  STATE/COUNTY-  FL/JACKSON
 BE0170  USGS QUAD   -  MALONE (1982)
 BE0170
 BE0170                         *CURRENT SURVEY CONTROL
 BE0170  ___________________________________________________________________
 BE0170* NAD 83(1986)-  30 54 08.     (N)    085 12 56.     (W)     SCALED    
 BE0170* NAVD 88     -        35.008  (meters)     114.86   (feet)  ADJUSTED  
 BE0170  ___________________________________________________________________
 BE0170  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BE0170  DYNAMIC HT  -          34.963 (meters)     114.71  (feet)  COMP
 BE0170  MODELED GRAV-     979,361.9   (mgal)                       NAVD 88
 BE0170
 BE0170  VERT ORDER  -  SECOND    CLASS 0
 BE0170
 BE0170.The horizontal coordinates were scaled from a topographic map and have
 BE0170.an estimated accuracy of +/- 6 seconds.
 BE0170
 BE0170.The orthometric height was determined by differential leveling
 BE0170.and adjusted by the National Geodetic Survey in June 1991..
 BE0170
 BE0170.The geoid height was determined by GEOID03.
 BE0170
 BE0170.The dynamic height is computed by dividing the NAVD 88
 BE0170.geopotential number by the normal gravity value computed on the
 BE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0170.degrees latitude (g = 980.6199 gals.).
 BE0170
 BE0170.The modeled gravity was interpolated from observed gravity values.
 BE0170
 BE0170;                    North         East    Units  Estimated Accuracy
 BE0170;SPC FL N     -   211,080.      531,590.      MT  (+/- 180 meters Scaled)
 BE0170
 BE0170                          SUPERSEDED SURVEY CONTROL
 BE0170
 BE0170  NGVD 29 (??/??/92)   35.129  (m)          115.25   (f) ADJ UNCH    2 0
 BE0170
 BE0170.Superseded values are not recommended for survey control.
 BE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0170.See file dsdata.txt to determine how the superseded data were derived.
 BE0170
 BE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV705201(NAD 83)
 BE0170_MARKER: DB = BENCH MARK DISK
 BE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0170_STAMPING: B 127 1952
 BE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0170+STABILITY: SURFACE MOTION
 BE0170
 BE0170  HISTORY     - Date     Condition        Report By
 BE0170  HISTORY     - 1952     MONUMENTED       CGS
 BE0170  HISTORY     - 1989     GOOD             USPSQD
 BE0170  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0170  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0170
 BE0170                          STATION DESCRIPTION
 BE0170
 BE0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0170'5 MI NW FROM GREENWOOD.
 BE0170'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT
 BE0170'GREENWOOD, THENCE ABOUT 2.35 MILES NORTH AND NORTHWEST ALONG A
 BE0170'GRADED ROAD, AT A CROSSROAD, 76 FEET EAST OF CENTER LINE OF
 BE0170'ROAD, 31 FEET SOUTH OF CENTER LINE OF ROAD EAST, 71 FEET NORTH
 BE0170'OF NORTHEAST CORNER OF AN UNPAINTED SHACK, 1 FOOT NORTHWEST OF
 BE0170'A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BE0170'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 BE0170'OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0170
 BE0170                          STATION RECOVERY (1989)
 BE0170
 BE0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0170'RECOVERED IN GOOD CONDITION.
 BE0170
 BE0170                          STATION RECOVERY (2001)
 BE0170
 BE0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0170'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0170
 BE0170                          STATION RECOVERY (2001)
 BE0170
 BE0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0170'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0306 ***********************************************************************
 BE0306  DESIGNATION -  B 128
 BE0306  PID         -  BE0306
 BE0306  STATE/COUNTY-  FL/JACKSON
 BE0306  USGS QUAD   -  MARIANNA (1994)
 BE0306
 BE0306                         *CURRENT SURVEY CONTROL
 BE0306  ___________________________________________________________________
 BE0306* NAD 83(1986)-  30 47 33.     (N)    085 08 40.     (W)     SCALED    
 BE0306* NAVD 88     -        36.496  (meters)     119.74   (feet)  ADJUSTED  
 BE0306  ___________________________________________________________________
 BE0306  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BE0306  DYNAMIC HT  -          36.449 (meters)     119.58  (feet)  COMP
 BE0306  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BE0306
 BE0306  VERT ORDER  -  SECOND    CLASS 0
 BE0306
 BE0306.The horizontal coordinates were scaled from a topographic map and have
 BE0306.an estimated accuracy of +/- 6 seconds.
 BE0306
 BE0306.The orthometric height was determined by differential leveling
 BE0306.and adjusted by the National Geodetic Survey in June 1991..
 BE0306
 BE0306.The geoid height was determined by GEOID03.
 BE0306
 BE0306.The dynamic height is computed by dividing the NAVD 88
 BE0306.geopotential number by the normal gravity value computed on the
 BE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0306.degrees latitude (g = 980.6199 gals.).
 BE0306
 BE0306.The modeled gravity was interpolated from observed gravity values.
 BE0306
 BE0306;                    North         East    Units  Estimated Accuracy
 BE0306;SPC FL N     -   198,870.      538,320.      MT  (+/- 180 meters Scaled)
 BE0306
 BE0306                          SUPERSEDED SURVEY CONTROL
 BE0306
 BE0306  NGVD 29 (??/??/92)   36.625  (m)          120.16   (f) ADJ UNCH    2 0
 BE0306
 BE0306.Superseded values are not recommended for survey control.
 BE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0306.See file dsdata.txt to determine how the superseded data were derived.
 BE0306
 BE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV775080(NAD 83)
 BE0306_MARKER: DB = BENCH MARK DISK
 BE0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0306_STAMPING: B 128 1952
 BE0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0306+STABILITY: SURFACE MOTION
 BE0306
 BE0306  HISTORY     - Date     Condition        Report By
 BE0306  HISTORY     - 1952     MONUMENTED       CGS
 BE0306  HISTORY     - 1960     GOOD             NGS
 BE0306  HISTORY     - 1963     GOOD             NGS
 BE0306  HISTORY     - 1989     GOOD             USPSQD
 BE0306  HISTORY     - 19970715 MARK NOT FOUND   USPSQD
 BE0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0306  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0306
 BE0306                          STATION DESCRIPTION
 BE0306
 BE0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0306'5.7 MI NE FROM MARIANNA.
 BE0306'1.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 BE0306'MARIANNA, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 71, THENCE
 BE0306'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 164, AT A JUNCTION WITH
 BE0306'A DIRT ROAD LEADING EAST, SOUTHWEST OF AND ACROSS THE HIGHWAY
 BE0306'FROM A STANDARD OIL COMPANY SERVICE STATION AND STORE, 40 YARDS
 BE0306'NORTHEAST OF A WHITE FRAME HOUSE, 47 FEET SOUTH OF THE CENTERLINE
 BE0306'OF THE HIGHWAY, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 BE0306'52 FEET WEST OF A POWER POLE, 9 FEET WEST OF A FENCE CORNER, 3
 BE0306'FEET NORTH OF A FENCE, 1.2 FEET WEST OF A STEEL WITNESS POST,
 BE0306'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BE0306'THE GROUND.
 BE0306
 BE0306                          STATION RECOVERY (1963)
 BE0306
 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BE0306'RECOVERED IN GOOD CONDITION.
 BE0306
 BE0306                          STATION RECOVERY (1989)
 BE0306
 BE0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0306'RECOVERED IN GOOD CONDITION.
 BE0306
 BE0306                          STATION RECOVERY (1997)
 BE0306
 BE0306'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0306'MARK NOT FOUND.
 BE0306
 BE0306                          STATION RECOVERY (2001)
 BE0306
 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0306
 BE0306                          STATION RECOVERY (2001)
 BE0306
 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0306
 BE0306                          STATION RECOVERY (2001)
 BE0306
 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0306
 BE0306                          STATION RECOVERY (2001)
 BE0306
 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0306
 BE0306                          STATION RECOVERY (2001)
 BE0306
 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0306
 BE0306                          STATION RECOVERY (2001)
 BE0306
 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0262 ***********************************************************************
 BE0262  DESIGNATION -  B 129
 BE0262  PID         -  BE0262
 BE0262  STATE/COUNTY-  FL/JACKSON
 BE0262  USGS QUAD   -  COTTONDALE EAST (1994)
 BE0262
 BE0262                         *CURRENT SURVEY CONTROL
 BE0262  ___________________________________________________________________
 BE0262* NAD 83(1986)-  30 47 10.     (N)    085 15 00.     (W)     SCALED    
 BE0262* NAVD 88     -        58.174  (meters)     190.86   (feet)  ADJUSTED  
 BE0262  ___________________________________________________________________
 BE0262  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BE0262  DYNAMIC HT  -          58.099 (meters)     190.61  (feet)  COMP
 BE0262  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 BE0262
 BE0262  VERT ORDER  -  SECOND    CLASS 0
 BE0262
 BE0262.The horizontal coordinates were scaled from a topographic map and have
 BE0262.an estimated accuracy of +/- 6 seconds.
 BE0262
 BE0262.The orthometric height was determined by differential leveling
 BE0262.and adjusted by the National Geodetic Survey in June 1991..
 BE0262
 BE0262.The geoid height was determined by GEOID03.
 BE0262
 BE0262.The dynamic height is computed by dividing the NAVD 88
 BE0262.geopotential number by the normal gravity value computed on the
 BE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0262.degrees latitude (g = 980.6199 gals.).
 BE0262
 BE0262.The modeled gravity was interpolated from observed gravity values.
 BE0262
 BE0262;                    North         East    Units  Estimated Accuracy
 BE0262;SPC FL N     -   198,230.      528,210.      MT  (+/- 180 meters Scaled)
 BE0262
 BE0262                          SUPERSEDED SURVEY CONTROL
 BE0262
 BE0262  NGVD 29 (??/??/92)   58.301  (m)          191.28   (f) ADJ UNCH    2 0
 BE0262
 BE0262.Superseded values are not recommended for survey control.
 BE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0262.See file dsdata.txt to determine how the superseded data were derived.
 BE0262
 BE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV674072(NAD 83)
 BE0262_MARKER: DB = BENCH MARK DISK
 BE0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0262_STAMPING: B 129 1952
 BE0262_PROJECTION: FLUSH
 BE0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0262+STABILITY: SURFACE MOTION
 BE0262
 BE0262  HISTORY     - Date     Condition        Report By
 BE0262  HISTORY     - 1952     MONUMENTED       CGS
 BE0262  HISTORY     - 1964     GOOD             NGS
 BE0262  HISTORY     - 1977     MARK NOT FOUND   USGS
 BE0262  HISTORY     - 1981     MARK NOT FOUND   NGS
 BE0262
 BE0262                          STATION DESCRIPTION
 BE0262
 BE0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0262'1.8 MI W FROM MARIANNA.
 BE0262'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE COURT
 BE0262'HOUSE AT MARIANNA, THENCE ABOUT 0.15 MILE NORTH ALONG A GRADED
 BE0262'ROAD, AT JUNCTION OF BALTZELL AND MAGNOLIA STREET, 29 FEET
 BE0262'WEST OF CENTER LINE OF BALTZELL STREET, 44 FEET SOUTH OF CENTER
 BE0262'LINE OF MAGNOLIA STREET, 54 1/2 FEET EAST-NORTHEAST OF NORTHEAST
 BE0262'CORNER OF TRINITY BAPTIST CHURCH, 21 FEET SOUTH-SOUTHWEST OF A
 BE0262'POWER POLE WITH A TRANSFORMER, AND SET IN THE TOP OF A CONCRETE
 BE0262'POST PROJECTING 2 INCHES.
 BE0262
 BE0262                          STATION RECOVERY (1964)
 BE0262
 BE0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE0262'RECOVERED IN GOOD CONDITION.
 BE0262
 BE0262                          STATION RECOVERY (1977)
 BE0262
 BE0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BE0262'MARK NOT FOUND.
 BE0262
 BE0262                          STATION RECOVERY (1981)
 BE0262
 BE0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0262'NOT RECOVERED, DESCRIPTION INADEQUATE, THE CHURCH HAS BEEN REBUILT
 BE0262'AND ROADS HAVE CHANGED.  BELIEVED LOCATION IS NOW THE CHURCH
 BE0262'PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0657 ***********************************************************************
 AR0657  DESIGNATION -  B 13
 AR0657  PID         -  AR0657
 AR0657  STATE/COUNTY-  FL/LEVY
 AR0657  USGS QUAD   -  BRONSON NE (1988)
 AR0657
 AR0657                         *CURRENT SURVEY CONTROL
 AR0657  ___________________________________________________________________
 AR0657* NAD 83(1986)-  29 29 14.     (N)    082 35 36.     (W)     SCALED    
 AR0657* NAVD 88     -        24.393  (meters)      80.03   (feet)  ADJUSTED  
 AR0657  ___________________________________________________________________
 AR0657  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AR0657  DYNAMIC HT  -          24.360 (meters)      79.92  (feet)  COMP
 AR0657  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 AR0657
 AR0657  VERT ORDER  -  FIRST     CLASS I
 AR0657
 AR0657.The horizontal coordinates were scaled from a topographic map and have
 AR0657.an estimated accuracy of +/- 6 seconds.
 AR0657
 AR0657.The orthometric height was determined by differential leveling
 AR0657.and adjusted by the National Geodetic Survey in June 1991..
 AR0657.WARNING-Repeat measurements at this control monument indicate possible
 AR0657.vertical movement.
 AR0657
 AR0657.The geoid height was determined by GEOID03.
 AR0657
 AR0657.The dynamic height is computed by dividing the NAVD 88
 AR0657.geopotential number by the normal gravity value computed on the
 AR0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0657.degrees latitude (g = 980.6199 gals.).
 AR0657
 AR0657.The modeled gravity was interpolated from observed gravity values.
 AR0657
 AR0657;                    North         East    Units  Estimated Accuracy
 AR0657;SPC FL W     -   571,180.      142,460.      MT  (+/- 180 meters Scaled)
 AR0657
 AR0657                          SUPERSEDED SURVEY CONTROL
 AR0657
 AR0657  NGVD 29 (??/??/92)   24.631  (m)           80.81   (f) ADJ UNCH    1 1
 AR0657
 AR0657.Superseded values are not recommended for survey control.
 AR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0657.See file dsdata.txt to determine how the superseded data were derived.
 AR0657
 AR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN455630(NAD 83)
 AR0657_MARKER: DB = BENCH MARK DISK
 AR0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0657_STAMPING: B 13 1932 80.856
 AR0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0657+STABILITY: SURFACE MOTION
 AR0657
 AR0657  HISTORY     - Date     Condition        Report By
 AR0657  HISTORY     - 1932     MONUMENTED       CGS
 AR0657  HISTORY     - 1966     GOOD             NGS
 AR0657  HISTORY     - 1973     MARK NOT FOUND   USGS
 AR0657  HISTORY     - 1988     GOOD             USPSQD
 AR0657  HISTORY     - 19941110 GOOD             USPSQD
 AR0657
 AR0657                          STATION DESCRIPTION
 AR0657
 AR0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0657'3.8 MI NE FROM BRONSON.
 AR0657'ABOUT 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE
 AR0657'INTERSECTION OF U.S. HIGHWAY 27 ALTERNATE AT BRONSON, 120 FEET
 AR0657'EAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF HIGHWAY AND
 AR0657'GRADED SAND ROAD LEADING SOUTHEAST, 103 1/2 FEET SOUTHEAST OF
 AR0657'THE CENTER LINE OF THE HIGHWAY, IN SECTION 34, R 17 E, T 11 S,
 AR0657'19 FEET NORTHEAST OF THE CENTER LINE OF THE GRADED ROAD, 15 1/2
 AR0657'FEET SOUTHEAST OF A FENCE CORNER, 3 1/2 FEET SOUTHWEST OF A FENCE
 AR0657'LINE, 0.6 FOOT SOUTHEAST OF A METAL WITNESS POST, 3 FEET ABOVE
 AR0657'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AR0657'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AR0657
 AR0657                          STATION RECOVERY (1973)
 AR0657
 AR0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AR0657'MARK NOT FOUND.
 AR0657
 AR0657                          STATION RECOVERY (1988)
 AR0657
 AR0657'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR0657'RECOVERED IN GOOD CONDITION.
 AR0657
 AR0657                          STATION RECOVERY (1994)
 AR0657
 AR0657'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1469 ***********************************************************************
 AG1469  DESIGNATION -  B 13
 AG1469  PID         -  AG1469
 AG1469  STATE/COUNTY-  FL/SARASOTA
 AG1469  USGS QUAD   -  LOWER MYAKKA LAKE (1973)
 AG1469
 AG1469                         *CURRENT SURVEY CONTROL
 AG1469  ___________________________________________________________________
 AG1469* NAD 83(1990)-  27 14 02.68273(N)    082 18 38.82442(W)     ADJUSTED  
 AG1469* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AG1469  ___________________________________________________________________
 AG1469  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AG1469  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AG1469
 AG1469  HORZ ORDER  -  SECOND
 AG1469
 AG1469.The horizontal coordinates were established by classical geodetic methods
 AG1469.and adjusted by the National Geodetic Survey in May 1991..
 AG1469
 AG1469.The orthometric height was scaled from a topographic map.
 AG1469
 AG1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1469
 AG1469.The geoid height was determined by GEOID03.
 AG1469
 AG1469;                    North         East     Units Scale Factor Converg.
 AG1469;SPC FL W     -   321,377.887   169,218.962   MT  0.99995287   -0 08 32.0
 AG1469;SPC FL W     - 1,054,387.28    555,179.21   sFT  0.99995287   -0 08 32.0
 AG1469;UTM  17      - 3,013,041.491   370,213.995   MT  0.99980793   -0 35 59.8
 AG1469
 AG1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1469!SPC FL W     -   1.00000292  x   0.99995287  =   0.99995579
 AG1469!UTM  17      -   1.00000292  x   0.99980793  =   0.99981085
 AG1469
 AG1469|---------------------------------------------------------------------|
 AG1469| PID    Reference Object                     Distance      Geod. Az  |
 AG1469|                                                           dddmmss.s |
 AG1469| CW6903 B 13 RM 1                            16.642 METERS 11029     |
 AG1469| AG1468 A 13                                APPROX. 1.7 KM 1340431.9 |
 AG1469| CW6904 B 13 RM 2                            11.720 METERS 34438     |
 AG1469|---------------------------------------------------------------------|
 AG1469
 AG1469                          SUPERSEDED SURVEY CONTROL
 AG1469
 AG1469  NAD 83(1986)-  27 14 02.67959(N)    082 18 38.83440(W) AD(       ) 2
 AG1469  NAD 27      -  27 14 01.50362(N)    082 18 39.50118(W) AD(       ) 2
 AG1469
 AG1469.Superseded values are not recommended for survey control.
 AG1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1469.See file dsdata.txt to determine how the superseded data were derived.
 AG1469
 AG1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7021413041(NAD 83)
 AG1469_MARKER: DD = SURVEY DISK
 AG1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1469
 AG1469  HISTORY     - Date     Condition        Report By
 AG1469  HISTORY     - 1944     MONUMENTED       CGS
 AG1469
 AG1469                          STATION DESCRIPTION
 AG1469
 AG1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1469'STATION IS ON THE E BANK OF THE MYAKKA RIVER, 50.12 FEET SE OF
 AG1469'THE SE END OF THE BRIDGE, AND 2 FEET SW OF THE EDGE OF THE
 AG1469'PAVEMENT.  THE MARK IS ABOUT 9 INCHES BELOW THE
 AG1469'SURFACE OF THE GROUND IN THE SHOULDER OF THE HIGHWAY, AND IS
 AG1469'STAMPED B 13 1944.
 AG1469'
 AG1469'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1469'THE TOP OF CONCRETE POSTS.
 AG1469'
 AG1469'REFERENCE MARK 1 IS SE OF THE STATION AND 12 FEET NE OF THE
 AG1469'CENTERLINE OF PAVEMENT, FLUSH WITH THE SHOULDER OF THE
 AG1469'HIGHWAY.  THE MARK IS STAMPED B 13 NO 1 1944.
 AG1469'
 AG1469'REFERENCE MARK 2 IS N OF THE STATION, AND 11 FEET NE OF THE
 AG1469'CENTERLINE OF PAVEMENT, FLUSH WITH THE SHOULDER OF THE HIGHWAY.  THE
 AG1469'MARK IS STAMPED B 13 NO 2 1944.
 AG1469'
 AG1469'AZIMUTH MARK IS STATION A 13, AND IS 1.1 MILES FROM STATION.
 AG1469'
 AG1469'TO REACH THE STATION FROM SARASOTA, DRIVE S ON U.S. HIGHWAY 41
 AG1469'FOR 3 MILES, THEN TURN E ON STATE HIGHWAY 220 AND DRIVE 16.5
 AG1469'MILES TO THE E END OF THE BRIDGE ACROSS THE MYAKKA RIVER.  THIS
 AG1469'IS 0.5 MILE E OF THE MYAKKA STATE PARK ENTRANCE.
 AG1469'
 AG1469'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0396 ***********************************************************************
 BE0396  DESIGNATION -  B 130
 BE0396  PID         -  BE0396
 BE0396  STATE/COUNTY-  FL/JACKSON
 BE0396  USGS QUAD   -  STEAM MILL (1994)
 BE0396
 BE0396                         *CURRENT SURVEY CONTROL
 BE0396  ___________________________________________________________________
 BE0396* NAD 83(1986)-  30 53 38.     (N)    084 58 10.     (W)     SCALED    
 BE0396* NAVD 88     -        32.160  (meters)     105.51   (feet)  ADJUSTED  
 BE0396  ___________________________________________________________________
 BE0396  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BE0396  DYNAMIC HT  -          32.118 (meters)     105.37  (feet)  COMP
 BE0396  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BE0396
 BE0396  VERT ORDER  -  SECOND    CLASS 0
 BE0396
 BE0396.The horizontal coordinates were scaled from a topographic map and have
 BE0396.an estimated accuracy of +/- 6 seconds.
 BE0396
 BE0396.The orthometric height was determined by differential leveling
 BE0396.and adjusted by the National Geodetic Survey in June 1991..
 BE0396
 BE0396.The geoid height was determined by GEOID03.
 BE0396
 BE0396.The dynamic height is computed by dividing the NAVD 88
 BE0396.geopotential number by the normal gravity value computed on the
 BE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0396.degrees latitude (g = 980.6199 gals.).
 BE0396
 BE0396.The modeled gravity was interpolated from observed gravity values.
 BE0396
 BE0396;                    North         East    Units  Estimated Accuracy
 BE0396;SPC FL N     -   210,030.      555,120.      MT  (+/- 180 meters Scaled)
 BE0396
 BE0396                          SUPERSEDED SURVEY CONTROL
 BE0396
 BE0396  NGVD 29 (??/??/92)   32.291  (m)          105.94   (f) ADJ UNCH    2 0
 BE0396
 BE0396.Superseded values are not recommended for survey control.
 BE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0396.See file dsdata.txt to determine how the superseded data were derived.
 BE0396
 BE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV940196(NAD 83)
 BE0396_MARKER: DB = BENCH MARK DISK
 BE0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0396_STAMPING: B 130 1952
 BE0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0396+STABILITY: SURFACE MOTION
 BE0396
 BE0396  HISTORY     - Date     Condition        Report By
 BE0396  HISTORY     - 1952     MONUMENTED       CGS
 BE0396  HISTORY     - 1963     GOOD             NGS
 BE0396  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0396
 BE0396                          STATION DESCRIPTION
 BE0396
 BE0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0396'15.1 MI SE FROM MALONE.
 BE0396'ABOUT 8.45 MILES EAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 BE0396'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 6.65 MILES SOUTHEAST
 BE0396'ALONG A GRADED ROAD LEADING TO SNEADS, AT THE JUNCTION OF A
 BE0396'ROAD WEST, 21 FEET WEST OF CENTER LINE OF ROAD, 41 FEET SOUTH
 BE0396'OF CENTER LINE OF ROAD WEST, 11 FEET SOUTHEAST OF A 30-INCH
 BE0396'WILD CHERRY TREE, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET
 BE0396'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND
 BE0396'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0396'NOTE-- THE WITNESS POST WAS REPLACED WITH A WITNESS SIGN.
 BE0396
 BE0396                          STATION RECOVERY (1963)
 BE0396
 BE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BE0396'RECOVERED IN GOOD CONDITION.
 BE0396
 BE0396                          STATION RECOVERY (2001)
 BE0396
 BE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0437 ***********************************************************************
 BE0437  DESIGNATION -  B 131
 BE0437  PID         -  BE0437
 BE0437  STATE/COUNTY-  FL/JACKSON
 BE0437  USGS QUAD   -  SNEADS (1994)
 BE0437
 BE0437                         *CURRENT SURVEY CONTROL
 BE0437  ___________________________________________________________________
 BE0437* NAD 83(1986)-  30 42 32.     (N)    084 54 39.     (W)     SCALED    
 BE0437* NAVD 88     -        25.228  (meters)      82.77   (feet)  ADJUSTED  
 BE0437  ___________________________________________________________________
 BE0437  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BE0437  DYNAMIC HT  -          25.195 (meters)      82.66  (feet)  COMP
 BE0437  MODELED GRAV-     979,337.4   (mgal)                       NAVD 88
 BE0437
 BE0437  VERT ORDER  -  SECOND    CLASS 0
 BE0437
 BE0437.The horizontal coordinates were scaled from a topographic map and have
 BE0437.an estimated accuracy of +/- 6 seconds.
 BE0437
 BE0437.The orthometric height was determined by differential leveling
 BE0437.and adjusted by the National Geodetic Survey in June 1991..
 BE0437
 BE0437.The geoid height was determined by GEOID03.
 BE0437
 BE0437.The dynamic height is computed by dividing the NAVD 88
 BE0437.geopotential number by the normal gravity value computed on the
 BE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0437.degrees latitude (g = 980.6199 gals.).
 BE0437
 BE0437.The modeled gravity was interpolated from observed gravity values.
 BE0437
 BE0437;                    North         East    Units  Estimated Accuracy
 BE0437;SPC FL N     -   189,500.      560,650.      MT  (+/- 180 meters Scaled)
 BE0437
 BE0437                          SUPERSEDED SURVEY CONTROL
 BE0437
 BE0437  NGVD 29 (??/??/92)   25.380  (m)           83.27   (f) ADJ UNCH    2 0
 BE0437
 BE0437.Superseded values are not recommended for survey control.
 BE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0437.See file dsdata.txt to determine how the superseded data were derived.
 BE0437
 BE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU000992(NAD 83)
 BE0437_MARKER: DB = BENCH MARK DISK
 BE0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0437+STABILITY: SURFACE MOTION
 BE0437
 BE0437  HISTORY     - Date     Condition        Report By
 BE0437  HISTORY     - 1953     MONUMENTED       CGS
 BE0437  HISTORY     - 1978     MARK NOT FOUND   USGS
 BE0437  HISTORY     - 1981     MARK NOT FOUND   NGS
 BE0437
 BE0437                          STATION DESCRIPTION
 BE0437
 BE0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BE0437'1 MI E FROM SNEADS.
 BE0437'B 131 1953
 BE0437'ABOUT 0.2 MILE NORTH ALONG A STREET FROM THE LOUISVILLE AND
 BE0437'NASHVILLE RAILROAD STATION AT SNEADS, THENCE ABOUT 0.85 MILE
 BE0437'EAST ALONG U.S. HIGHWAY 90, AT A NORTH-SOUTH GRADED CROSSROAD,
 BE0437'JUST EAST OF EAST CITY LIMITS OF SNEADS, 131 1/2 FEET NORTH
 BE0437'OF CENTER LINE OF HIGHWAY, 35 FEET EAST OF CENTER LINE OF ROAD
 BE0437'NORTH, 85 FEET EAST AND ACROSS ROAD FROM A POWER POLE, 20 FEET
 BE0437'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 47 FEET
 BE0437'NORTH-NORTHEAST OF TELEPHONE POLE NO. 752 AND SET IN THE TOP
 BE0437'OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0437
 BE0437                          STATION RECOVERY (1978)
 BE0437
 BE0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BE0437'MARK NOT FOUND.
 BE0437
 BE0437                          STATION RECOVERY (1981)
 BE0437
 BE0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0437'SEARCHED FOR AND NOT RECOVERED, THE LOCATION AND THE AREA HAVE
 BE0437'CHANGED, A METAL DETECTOR WAS USED IN THE SEARCH BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0483 ***********************************************************************
 BE0483  DESIGNATION -  B 134
 BE0483  PID         -  BE0483
 BE0483  STATE/COUNTY-  FL/GADSDEN
 BE0483  USGS QUAD   -  GRETNA (1994)
 BE0483
 BE0483                         *CURRENT SURVEY CONTROL
 BE0483  ___________________________________________________________________
 BE0483* NAD 83(1986)-  30 35 28.     (N)    084 38 39.     (W)     SCALED    
 BE0483* NAVD 88     -        84.235  (meters)     276.36   (feet)  ADJUSTED  
 BE0483  ___________________________________________________________________
 BE0483  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE0483  DYNAMIC HT  -          84.126 (meters)     276.00  (feet)  COMP
 BE0483  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 BE0483
 BE0483  VERT ORDER  -  FIRST     CLASS II
 BE0483
 BE0483.The horizontal coordinates were scaled from a topographic map and have
 BE0483.an estimated accuracy of +/- 6 seconds.
 BE0483
 BE0483.The orthometric height was determined by differential leveling
 BE0483.and adjusted by the National Geodetic Survey in June 1991..
 BE0483
 BE0483.The geoid height was determined by GEOID03.
 BE0483
 BE0483.The dynamic height is computed by dividing the NAVD 88
 BE0483.geopotential number by the normal gravity value computed on the
 BE0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0483.degrees latitude (g = 980.6199 gals.).
 BE0483
 BE0483.The modeled gravity was interpolated from observed gravity values.
 BE0483
 BE0483;                    North         East    Units  Estimated Accuracy
 BE0483;SPC FL N     -   176,380.      586,170.      MT  (+/- 180 meters Scaled)
 BE0483
 BE0483                          SUPERSEDED SURVEY CONTROL
 BE0483
 BE0483  NGVD 29 (??/??/92)   84.396  (m)          276.89   (f) ADJ UNCH    1 2
 BE0483
 BE0483.Superseded values are not recommended for survey control.
 BE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0483.See file dsdata.txt to determine how the superseded data were derived.
 BE0483
 BE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU258866(NAD 83)
 BE0483_MARKER: DB = BENCH MARK DISK
 BE0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0483_STAMPING: B 134 1954
 BE0483_MARK LOGO: CGS   
 BE0483_PROJECTION: PROJECTING 8 CENTIMETERS
 BE0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0483+STABILITY: SURFACE MOTION
 BE0483
 BE0483  HISTORY     - Date     Condition        Report By
 BE0483  HISTORY     - 1954     MONUMENTED       CGS
 BE0483  HISTORY     - 1978     GOOD             FLDT
 BE0483  HISTORY     - 1981     GOOD             NGS
 BE0483  HISTORY     - 19990916 GOOD             USPSQD
 BE0483
 BE0483                          STATION DESCRIPTION
 BE0483
 BE0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BE0483'3.4 MI W FROM QUINCY.
 BE0483'ABOUT 3.35 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BE0483'STATION AT QUINCY, ABOUT 0.4 MILE EAST OF MILE POST 827, AT THE
 BE0483'CROSSING OF STATE HIGHWAY 12, 73 1/2 FEET NORTH-NORTHEAST AND
 BE0483'ACROSS HIGHWAY 12 FROM THE NORTH-NORTHEAST RAIL OF TRACK, 32
 BE0483'FEET NORTH OF CENTER LINE OF HIGHWAY 12, 121 FEET EAST-NORTHEAST
 BE0483'OF CENTER OF CROSSING OF HIGHWAY AND TRACK, 80 1/2 FEET SOUTHWEST
 BE0483'OF POWER POLE NO. U 26, 1 FOOT SOUTH OF A FENCE LINE, 4 FEET EAST
 BE0483'OF A SMALL POWER POLE, 82 FEET EAST-NORTHEAST OF HIGHWAY CROSSING
 BE0483'WARNING SIGNAL, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 BE0483'CONCRETE POST PROJECTING 3 INCHES.
 BE0483
 BE0483                          STATION RECOVERY (1978)
 BE0483
 BE0483'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 BE0483'RECOVERED IN GOOD CONDITION.
 BE0483
 BE0483                          STATION RECOVERY (1981)
 BE0483
 BE0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0483'3.28 KILOMETERS (2.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90
 BE0483'FROM THE INTERSECTION OF CHURCH STREET (COUNTY ROAD 286) IN
 BE0483'GRETNA, THENCE 0.2 KILOMETER (0.1 MILE) WEST ALONG COUNTY ROAD
 BE0483'12 TO THE MARK ON THE RIGHT, SET EAST OF THE CROSSING OF THE
 BE0483'SEABOARD COAST LINE RAILROAD, 24.51 METERS (80.4 FEET) EAST-NORTHEAST
 BE0483'OF THE EAST CORNER OF THE CONCRETE BASE OF A RAILROAD CROSSING
 BE0483'SIGN, 9.75 METERS (32 FEET) NORTH OF THE CENTER LINE OF THE ROAD,
 BE0483'6.77 METERS (22.2 FEET) NORTHWEST OF THE METAL POLE SUPPORTING A
 BE0483'ROAD SIGN (GREENSBORO 25 MILES, BRISTOL 7 MILES).
 BE0483'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BE0483'THE MARK IS 0.15 M BELOW TRACKS.
 BE0483
 BE0483                          STATION RECOVERY (1999)
 BE0483
 BE0483'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1938 ***********************************************************************
 BG1938  DESIGNATION -  B 136
 BG1938  PID         -  BG1938
 BG1938  STATE/COUNTY-  FL/OKALOOSA
 BG1938  USGS QUAD   -  MARY ESTHER (1994)
 BG1938
 BG1938                         *CURRENT SURVEY CONTROL
 BG1938  ___________________________________________________________________
 BG1938* NAD 83(1986)-  30 28 52.     (N)    086 44 21.     (W)     SCALED    
 BG1938* NAVD 88     -        27.216  (meters)      89.29   (feet)  ADJUSTED  
 BG1938  ___________________________________________________________________
 BG1938  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BG1938  DYNAMIC HT  -          27.181 (meters)      89.18  (feet)  COMP
 BG1938  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BG1938
 BG1938  VERT ORDER  -  SECOND    CLASS 0
 BG1938
 BG1938.The horizontal coordinates were scaled from a topographic map and have
 BG1938.an estimated accuracy of +/- 6 seconds.
 BG1938
 BG1938.The orthometric height was determined by differential leveling
 BG1938.and adjusted by the National Geodetic Survey in June 1991..
 BG1938
 BG1938.The geoid height was determined by GEOID03.
 BG1938
 BG1938.The dynamic height is computed by dividing the NAVD 88
 BG1938.geopotential number by the normal gravity value computed on the
 BG1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1938.degrees latitude (g = 980.6199 gals.).
 BG1938
 BG1938.The modeled gravity was interpolated from observed gravity values.
 BG1938
 BG1938;                    North         East    Units  Estimated Accuracy
 BG1938;SPC FL N     -   166,290.      385,020.      MT  (+/- 180 meters Scaled)
 BG1938
 BG1938                          SUPERSEDED SURVEY CONTROL
 BG1938
 BG1938  NGVD 29 (??/??/92)   27.337  (m)           89.69   (f) ADJ UNCH    2 0
 BG1938
 BG1938.Superseded values are not recommended for survey control.
 BG1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1938.See file dsdata.txt to determine how the superseded data were derived.
 BG1938
 BG1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU250721(NAD 83)
 BG1938_MARKER: DB = BENCH MARK DISK
 BG1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1938_STAMPING: B 136 1952
 BG1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1938+STABILITY: SURFACE MOTION
 BG1938
 BG1938  HISTORY     - Date     Condition        Report By
 BG1938  HISTORY     - 1952     MONUMENTED       CGS
 BG1938  HISTORY     - 1953     GOOD             NGS
 BG1938  HISTORY     - 1957     GOOD             NGS
 BG1938
 BG1938                          STATION DESCRIPTION
 BG1938
 BG1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BG1938'19.4 MI NW FROM FORT WALTON.
 BG1938'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 BG1938'OF U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES
 BG1938'NORTHWEST ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE
 BG1938'SOUTHWEST ALONG A SURFACED ROAD, THENCE ABOUT 8.05 MILES
 BG1938'NORTHWEST AND WEST ALONG GRADED ROAD NO. 234, THENCE ABOUT 0.4
 BG1938'MILE SOUTH ALONG SAND ROAD 255, THENCE ABOUT 2.05 MILES SOUTHWEST
 BG1938'ALONG A SAND ROAD, AT THE INTERSECTION OF SAND ROAD NO. 195, 34
 BG1938'FEET NORTH OF CENTER LINE OF ROAD 195, 25 FEET NORTHWEST OF
 BG1938'CENTER LINE OF ROAD NORTHEAST, 16 1/2 FEET SOUTHEAST OF A
 BG1938'TRIANGULAR BLAZED 12-INCH PINE TREE, 3 FEET SOUTH OF A WHITE
 BG1938'WOODEN WITNESS POST, ABOUT LEVEL WITH ROADS AND SET IN THE TOP
 BG1938'OF A CONCRETE POST PROJECTING 5 INCHES.
 BG1938
 BG1938                          STATION RECOVERY (1957)
 BG1938
 BG1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BG1938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0966 ***********************************************************************
 BG0966  DESIGNATION -  B 137
 BG0966  PID         -  BG0966
 BG0966  STATE/COUNTY-  FL/OKALOOSA
 BG0966  USGS QUAD   -  HOLT SW (1976)
 BG0966
 BG0966                         *CURRENT SURVEY CONTROL
 BG0966  ___________________________________________________________________
 BG0966* NAD 83(1986)-  30 34 24.     (N)    086 41 06.     (W)     SCALED    
 BG0966* NAVD 88     -        51.333  (meters)     168.41   (feet)  ADJUSTED  
 BG0966  ___________________________________________________________________
 BG0966  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0966  DYNAMIC HT  -          51.267 (meters)     168.20  (feet)  COMP
 BG0966  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BG0966
 BG0966  VERT ORDER  -  SECOND    CLASS 0
 BG0966
 BG0966.The horizontal coordinates were scaled from a topographic map and have
 BG0966.an estimated accuracy of +/- 6 seconds.
 BG0966
 BG0966.The orthometric height was determined by differential leveling
 BG0966.and adjusted by the National Geodetic Survey in June 1991..
 BG0966
 BG0966.The geoid height was determined by GEOID03.
 BG0966
 BG0966.The dynamic height is computed by dividing the NAVD 88
 BG0966.geopotential number by the normal gravity value computed on the
 BG0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0966.degrees latitude (g = 980.6199 gals.).
 BG0966
 BG0966.The modeled gravity was interpolated from observed gravity values.
 BG0966
 BG0966;                    North         East    Units  Estimated Accuracy
 BG0966;SPC FL N     -   176,410.      390,420.      MT  (+/- 180 meters Scaled)
 BG0966
 BG0966                          SUPERSEDED SURVEY CONTROL
 BG0966
 BG0966  NGVD 29 (??/??/92)   51.443  (m)          168.78   (f) ADJ UNCH    2 0
 BG0966
 BG0966.Superseded values are not recommended for survey control.
 BG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0966.See file dsdata.txt to determine how the superseded data were derived.
 BG0966
 BG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU302823(NAD 83)
 BG0966_MARKER: DB = BENCH MARK DISK
 BG0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0966_STAMPING: B 137 1953
 BG0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0966+STABILITY: SURFACE MOTION
 BG0966
 BG0966  HISTORY     - Date     Condition        Report By
 BG0966  HISTORY     - 1953     MONUMENTED       CGS
 BG0966
 BG0966                          STATION DESCRIPTION
 BG0966
 BG0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG0966'19 MI N FROM FORT WALTON.
 BG0966'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG0966'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 10.4 MILES NORTHWEST
 BG0966'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 1.15 MILES WEST ALONG
 BG0966'BLACK TOP ROAD LEADING TO EPLER FIELD, THENCE ABOUT 1.05 MILES
 BG0966'SOUTHWEST ALONG AN IMPROVED ROAD, AT THE INTERSECTION OF
 BG0966'NORTHEAST-SOUTHWEST IMPROVED ROAD WHICH PASSES THRU BOMBING
 BG0966'RANGE AND A NORTHWEST-SOUTHEAST SAND ROAD, 50 FEET SOUTHEAST OF
 BG0966'CENTER LINE OF IMPROVED ROAD, 21 FEET SOUTHWEST OF CENTER LINE
 BG0966'OF SAND ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 BG0966'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BG0966'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1134 ***********************************************************************
 BG1134  DESIGNATION -  B 138
 BG1134  PID         -  BG1134
 BG1134  STATE/COUNTY-  FL/OKALOOSA
 BG1134  USGS QUAD   -  VALPARAISO (1994)
 BG1134
 BG1134                         *CURRENT SURVEY CONTROL
 BG1134  ___________________________________________________________________
 BG1134* NAD 83(1986)-  30 36 27.     (N)    086 30 07.     (W)     SCALED    
 BG1134* NAVD 88     -        51.748  (meters)     169.78   (feet)  ADJUSTED  
 BG1134  ___________________________________________________________________
 BG1134  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1134  DYNAMIC HT  -          51.682 (meters)     169.56  (feet)  COMP
 BG1134  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 BG1134
 BG1134  VERT ORDER  -  SECOND    CLASS 0
 BG1134
 BG1134.The horizontal coordinates were scaled from a topographic map and have
 BG1134.an estimated accuracy of +/- 6 seconds.
 BG1134
 BG1134.The orthometric height was determined by differential leveling
 BG1134.and adjusted by the National Geodetic Survey in June 1991..
 BG1134
 BG1134.The geoid height was determined by GEOID03.
 BG1134
 BG1134.The dynamic height is computed by dividing the NAVD 88
 BG1134.geopotential number by the normal gravity value computed on the
 BG1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1134.degrees latitude (g = 980.6199 gals.).
 BG1134
 BG1134.The modeled gravity was interpolated from observed gravity values.
 BG1134
 BG1134;                    North         East    Units  Estimated Accuracy
 BG1134;SPC FL N     -   179,880.      408,040.      MT  (+/- 180 meters Scaled)
 BG1134
 BG1134                          SUPERSEDED SURVEY CONTROL
 BG1134
 BG1134  NGVD 29 (??/??/92)   51.868  (m)          170.17   (f) ADJ UNCH    2 0
 BG1134
 BG1134.Superseded values are not recommended for survey control.
 BG1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1134.See file dsdata.txt to determine how the superseded data were derived.
 BG1134
 BG1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU477862(NAD 83)
 BG1134_MARKER: DB = BENCH MARK DISK
 BG1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1134_STAMPING: B 138 1953
 BG1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1134+STABILITY: SURFACE MOTION
 BG1134
 BG1134  HISTORY     - Date     Condition        Report By
 BG1134  HISTORY     - 1953     MONUMENTED       CGS
 BG1134  HISTORY     - 1957     GOOD             NGS
 BG1134
 BG1134                          STATION DESCRIPTION
 BG1134
 BG1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG1134'14 MI SE FROM CRESTVIEW.
 BG1134'9.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE COUNTY COURT
 BG1134'HOUSE IN CRESTVIEW, THENCE 2.8 MILES EAST ALONG ROAD NO. 213,
 BG1134'THENCE 2.2 MILES SOUTH ALONG A SAND ROAD (ROAD NO. 231), AT THE
 BG1134'CROSSING OF EAST-WEST ROAD NO. 291, 29 FEET WEST OF THE CENTER
 BG1134'LINE OF NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTERLINE OF
 BG1134'ROAD WEST, 98 FEET WEST AND ACROSS THE ROAD FROM POLE NO. 226,
 BG1134'5 FEET EAST OF AN 8-INCH PINE TREE WITH TRIANGULAR BLAZE, 2 1/2
 BG1134'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BG1134'THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 BG1134'PROJECTING 3 INCHES.
 BG1134
 BG1134                          STATION RECOVERY (1957)
 BG1134
 BG1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BG1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1625 ***********************************************************************
 BG1625  DESIGNATION -  B 139
 BG1625  PID         -  BG1625
 BG1625  STATE/COUNTY-  FL/WALTON
 BG1625  USGS QUAD   -  PORTLAND (1984)
 BG1625
 BG1625                         *CURRENT SURVEY CONTROL
 BG1625  ___________________________________________________________________
 BG1625* NAD 83(1986)-  30 30 46.     (N)    086 10 43.     (W)     SCALED    
 BG1625* NAVD 88     -         8.474  (meters)      27.80   (feet)  ADJUSTED  
 BG1625  ___________________________________________________________________
 BG1625  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG1625  DYNAMIC HT  -           8.463 (meters)      27.77  (feet)  COMP
 BG1625  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BG1625
 BG1625  VERT ORDER  -  FIRST     CLASS I
 BG1625
 BG1625.The horizontal coordinates were scaled from a topographic map and have
 BG1625.an estimated accuracy of +/- 6 seconds.
 BG1625
 BG1625.The orthometric height was determined by differential leveling
 BG1625.and adjusted by the National Geodetic Survey in June 1991..
 BG1625
 BG1625.The geoid height was determined by GEOID03.
 BG1625
 BG1625.The dynamic height is computed by dividing the NAVD 88
 BG1625.geopotential number by the normal gravity value computed on the
 BG1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1625.degrees latitude (g = 980.6199 gals.).
 BG1625
 BG1625.The modeled gravity was interpolated from observed gravity values.
 BG1625
 BG1625;                    North         East    Units  Estimated Accuracy
 BG1625;SPC FL N     -   168,880.      438,890.      MT  (+/- 180 meters Scaled)
 BG1625
 BG1625                          SUPERSEDED SURVEY CONTROL
 BG1625
 BG1625  NGVD 29 (??/??/92)    8.589  (m)           28.18   (f) ADJ UNCH    1 1
 BG1625
 BG1625.Superseded values are not recommended for survey control.
 BG1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1625.See file dsdata.txt to determine how the superseded data were derived.
 BG1625
 BG1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU788758(NAD 83)
 BG1625_MARKER: DB = BENCH MARK DISK
 BG1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1625_STAMPING: B 139 1953
 BG1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1625+STABILITY: SURFACE MOTION
 BG1625
 BG1625  HISTORY     - Date     Condition        Report By
 BG1625  HISTORY     - 1953     MONUMENTED       CGS
 BG1625  HISTORY     - 1971     GOOD             NGS
 BG1625  HISTORY     - 1975     GOOD             NGS
 BG1625  HISTORY     - 19941227 GOOD             USPSQD
 BG1625
 BG1625                          STATION DESCRIPTION
 BG1625
 BG1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BG1625'2.7 MI W FROM FREEPORT.
 BG1625'MARK IS 2.7 MILES WEST ALONG FLA. HIGHWAY 20 FROM ITS
 BG1625'INTERSECTION WITH U.S. HIGHWAY 331 GOING NORTH IN FREEPORT, IS
 BG1625'0.45 MILES EAST OF EASTERLY BRIDGE ACROSS ALAQUA CREEK, IS
 BG1625'ACROSS THE ROAD FROM A OLD STYLE PERMANENTLY INSTALLED HOUSE
 BG1625'TRAILER WITH ATTACHED BUILDING AND A PEN OF HOG DOGS, IS 106 FEET
 BG1625'EAST OF CENTERLINE OF DIM WOODS ROAD ROAD GOING SOUTH, IS 72.4
 BG1625'FEET EAST-SOUTHEAST OF UTILITY POLE A-72, AND IS 39.1 FEET SOUTH
 BG1625'OF CENTERLINE OF FLA. HWY. 20.  THE STAMPING WAS VERIFIED.
 BG1625
 BG1625                          STATION RECOVERY (1975)
 BG1625
 BG1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG1625'RECOVERED IN GOOD CONDITION.
 BG1625
 BG1625                          STATION RECOVERY (1994)
 BG1625
 BG1625'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3417 ***********************************************************************
 BG3417  DESIGNATION -  B 139 RESET 1977
 BG3417  PID         -  BG3417
 BG3417  STATE/COUNTY-  FL/WALTON
 BG3417  USGS QUAD   -  PORTLAND (1984)
 BG3417
 BG3417                         *CURRENT SURVEY CONTROL
 BG3417  ___________________________________________________________________
 BG3417* NAD 83(1986)-  30 30 46.     (N)    086 10 43.     (W)     SCALED    
 BG3417* NAVD 88     -         7.82   (+/-2cm)      25.7    (feet)  VERTCON   
 BG3417  ___________________________________________________________________
 BG3417  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BG3417
 BG3417  VERT ORDER  -  THIRD (See Below)
 BG3417
 BG3417.The horizontal coordinates were scaled from a topographic map and have
 BG3417.an estimated accuracy of +/- 6 seconds.
 BG3417
 BG3417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3417.The vertical order pertains to the NGVD 29 superseded value.
 BG3417
 BG3417.The geoid height was determined by GEOID03.
 BG3417
 BG3417;                    North         East    Units  Estimated Accuracy
 BG3417;SPC FL N     -   168,880.      438,890.      MT  (+/- 180 meters Scaled)
 BG3417
 BG3417                          SUPERSEDED SURVEY CONTROL
 BG3417
 BG3417  NGVD 29 (08/19/04)    7.94   (m)           26.0    (f) RESET       3  
 BG3417
 BG3417.Superseded values are not recommended for survey control.
 BG3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3417.See file dsdata.txt to determine how the superseded data were derived.
 BG3417
 BG3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU788758(NAD 83)
 BG3417_MARKER: DB = BENCH MARK DISK
 BG3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG3417_STAMPING: B 139 RESET 1977
 BG3417_PROJECTION: FLUSH
 BG3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3417+STABILITY: SURFACE MOTION
 BG3417
 BG3417  HISTORY     - Date     Condition        Report By
 BG3417  HISTORY     - 1977     MONUMENTED       NGS
 BG3417
 BG3417                          STATION DESCRIPTION
 BG3417
 BG3417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BG3417'2.7 MI WNW FROM FREEPORT.
 BG3417'2.7 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION
 BG3417'WITH U.S. HIGHWAY 331 AT FREEPORT, 76.0 FEET SOUTHEAST OF THE
 BG3417'JUNCTION OF HIGHWAY 20 AND SAND ROAD TO THE SOUTHEAST, 50.0 FEET
 BG3417'SOUTH OG THE CENTER OF THE HIGHWAY 20, 31.5 FEET NORTHEAST OF THE
 BG3417'CENTER OF THE SAN  ROAD, AND 1.5 FEET WEST OF TELEPHONE POLE A 72 A.
 BG3417'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 BG3417'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0593 ***********************************************************************
 AR0593  DESIGNATION -  B 14
 AR0593  PID         -  AR0593
 AR0593  STATE/COUNTY-  FL/ALACHUA
 AR0593  USGS QUAD   -  HAWTHORNE (1984)
 AR0593
 AR0593                         *CURRENT SURVEY CONTROL
 AR0593  ___________________________________________________________________
 AR0593* NAD 83(1986)-  29 35 14.     (N)    082 05 12.     (W)     SCALED    
 AR0593* NAVD 88     -        42.705  (meters)     140.11   (feet)  ADJUSTED  
 AR0593  ___________________________________________________________________
 AR0593  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0593  DYNAMIC HT  -          42.647 (meters)     139.92  (feet)  COMP
 AR0593  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 AR0593
 AR0593  VERT ORDER  -  FIRST     CLASS II
 AR0593
 AR0593.The horizontal coordinates were scaled from a topographic map and have
 AR0593.an estimated accuracy of +/- 6 seconds.
 AR0593
 AR0593.The orthometric height was determined by differential leveling
 AR0593.and adjusted by the National Geodetic Survey in June 1991..
 AR0593
 AR0593.The geoid height was determined by GEOID03.
 AR0593
 AR0593.The dynamic height is computed by dividing the NAVD 88
 AR0593.geopotential number by the normal gravity value computed on the
 AR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0593.degrees latitude (g = 980.6199 gals.).
 AR0593
 AR0593.The modeled gravity was interpolated from observed gravity values.
 AR0593
 AR0593;                    North         East    Units  Estimated Accuracy
 AR0593;SPC FL N     -    67,570.      833,790.      MT  (+/- 180 meters Scaled)
 AR0593
 AR0593                          SUPERSEDED SURVEY CONTROL
 AR0593
 AR0593  NGVD 29 (??/??/92)   42.974  (m)          140.99   (f) ADJ UNCH    1 2
 AR0593
 AR0593.Superseded values are not recommended for survey control.
 AR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0593.See file dsdata.txt to determine how the superseded data were derived.
 AR0593
 AR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN947735(NAD 83)
 AR0593_MARKER: DB = BENCH MARK DISK
 AR0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0593_STAMPING: B 14 1932 140.991
 AR0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0593+STABILITY: SURFACE MOTION
 AR0593
 AR0593  HISTORY     - Date     Condition        Report By
 AR0593  HISTORY     - 1932     MONUMENTED       CGS
 AR0593  HISTORY     - 1966     GOOD             NGS
 AR0593  HISTORY     - 1978     GOOD             LOCSUR
 AR0593
 AR0593                          STATION DESCRIPTION
 AR0593
 AR0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0593'AT HAWTHORNE.
 AR0593'AT HAWTHORNE, ABOUT 0.1 MILE WEST ALONG THE ATLANTIC COAST
 AR0593'LINE RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 301, NEAR THE
 AR0593'CROSSING OF THE ATLANTIC COAST LINE RAILROAD AND THE SEABOARD
 AR0593'AIR LINE RAILROAD, 45.5 FEET SOUTHWEST OF THE CENTER LINE OF
 AR0593'THE CROSSING OF THE A.C.L. RR. AND JOHNSON STREET, 39 FEET
 AR0593'WEST OF THE CENTER LINE OF THE STREET, 16.1 FEET EAST OF THE
 AR0593'EAST RAIL OF THE S.A.L. RR. TRACK, 14.1 FEET SOUTH OF THE SOUTH
 AR0593'RAIL OF THE A.C.L. RR. TRACK, 1 FOOT BELOW THE LEVEL OF THE
 AR0593'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AR0593
 AR0593                          STATION RECOVERY (1978)
 AR0593
 AR0593'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 AR0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1459 ***********************************************************************
 BG1459  DESIGNATION -  B 140
 BG1459  PID         -  BG1459
 BG1459  STATE/COUNTY-  FL/WALTON
 BG1459  USGS QUAD   -  DE FUNIAK SPRINGS WEST (1987)
 BG1459
 BG1459                         *CURRENT SURVEY CONTROL
 BG1459  ___________________________________________________________________
 BG1459* NAD 83(1986)-  30 37 38.     (N)    086 08 52.     (W)     SCALED    
 BG1459* NAVD 88     -        55.727  (meters)     182.83   (feet)  ADJUSTED  
 BG1459  ___________________________________________________________________
 BG1459  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG1459  DYNAMIC HT  -          55.654 (meters)     182.59  (feet)  COMP
 BG1459  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 BG1459
 BG1459  VERT ORDER  -  FIRST     CLASS II
 BG1459
 BG1459.The horizontal coordinates were scaled from a topographic map and have
 BG1459.an estimated accuracy of +/- 6 seconds.
 BG1459
 BG1459.The orthometric height was determined by differential leveling
 BG1459.and adjusted by the National Geodetic Survey in June 1991..
 BG1459
 BG1459.The geoid height was determined by GEOID03.
 BG1459
 BG1459.The dynamic height is computed by dividing the NAVD 88
 BG1459.geopotential number by the normal gravity value computed on the
 BG1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1459.degrees latitude (g = 980.6199 gals.).
 BG1459
 BG1459.The modeled gravity was interpolated from observed gravity values.
 BG1459
 BG1459;                    North         East    Units  Estimated Accuracy
 BG1459;SPC FL N     -   181,520.      442,030.      MT  (+/- 180 meters Scaled)
 BG1459
 BG1459                          SUPERSEDED SURVEY CONTROL
 BG1459
 BG1459  NGVD 29 (??/??/92)   55.836  (m)          183.19   (f) ADJ UNCH    1 2
 BG1459
 BG1459.Superseded values are not recommended for survey control.
 BG1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1459.See file dsdata.txt to determine how the superseded data were derived.
 BG1459
 BG1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU816885(NAD 83)
 BG1459_MARKER: DB = BENCH MARK DISK
 BG1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1459_STAMPING: B 140 1953
 BG1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1459+STABILITY: SURFACE MOTION
 BG1459
 BG1459  HISTORY     - Date     Condition        Report By
 BG1459  HISTORY     - 1953     MONUMENTED       CGS
 BG1459
 BG1459                          STATION DESCRIPTION
 BG1459
 BG1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG1459'8.6 MI SW FROM DE FUNIAK SPRINGS.
 BG1459'6.45 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE CROSSING OF THE
 BG1459'LOUISVILLE AND NASHVILLE RAILROAD AT DE FUNIAK SPRINGS, THENCE
 BG1459'ABOUT 2.15 MILES WEST AND SOUTHWEST ALONG SAND ROAD NO. 200,
 BG1459'ABOUT 0.1 MILE EAST OF A NORTHWEST-SOUTHEAST CROSSROAD, ABOUT
 BG1459'1.15 MILES NORTHEAST OF PINE ALLEN BRIDGE OVER BIG ALAQUA
 BG1459'CREEK, ON EAST SLOPE OF A SLIGHT GRADE, 19 FEET NORTH OF CENTER
 BG1459'LINE OF ROAD, 37 FEET NORTH-NORTHEAST OF CENTER OF JUNCTION OF
 BG1459'ROAD AND AN ABANDONED ROAD LEADING EAST-SOUTHEAST, 27 FEET EAST
 BG1459'OF A TRIANGULAR BLAZED 6-INCH OAK TREE, 1 1/2 FEET SOUTH OF A
 BG1459'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 BG1459'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1435 ***********************************************************************
 BG1435  DESIGNATION -  B 141
 BG1435  PID         -  BG1435
 BG1435  STATE/COUNTY-  FL/WALTON
 BG1435  USGS QUAD   -  DE FUNIAK SPRINGS WEST (1987)
 BG1435
 BG1435                         *CURRENT SURVEY CONTROL
 BG1435  ___________________________________________________________________
 BG1435* NAD 83(1986)-  30 42 24.     (N)    086 13 19.     (W)     SCALED    
 BG1435* NAVD 88     -        59.443  (meters)     195.02   (feet)  ADJUSTED  
 BG1435  ___________________________________________________________________
 BG1435  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG1435  DYNAMIC HT  -          59.366 (meters)     194.77  (feet)  COMP
 BG1435  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 BG1435
 BG1435  VERT ORDER  -  FIRST     CLASS II
 BG1435
 BG1435.The horizontal coordinates were scaled from a topographic map and have
 BG1435.an estimated accuracy of +/- 6 seconds.
 BG1435
 BG1435.The orthometric height was determined by differential leveling
 BG1435.and adjusted by the National Geodetic Survey in June 1991..
 BG1435
 BG1435.The geoid height was determined by GEOID03.
 BG1435
 BG1435.The dynamic height is computed by dividing the NAVD 88
 BG1435.geopotential number by the normal gravity value computed on the
 BG1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1435.degrees latitude (g = 980.6199 gals.).
 BG1435
 BG1435.The modeled gravity was interpolated from observed gravity values.
 BG1435
 BG1435;                    North         East    Units  Estimated Accuracy
 BG1435;SPC FL N     -   190,430.      435,050.      MT  (+/- 180 meters Scaled)
 BG1435
 BG1435                          SUPERSEDED SURVEY CONTROL
 BG1435
 BG1435  NGVD 29 (??/??/92)   59.544  (m)          195.35   (f) ADJ UNCH    1 2
 BG1435
 BG1435.Superseded values are not recommended for survey control.
 BG1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1435.See file dsdata.txt to determine how the superseded data were derived.
 BG1435
 BG1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU745973(NAD 83)
 BG1435_MARKER: DB = BENCH MARK DISK
 BG1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1435_STAMPING: B 141 1953
 BG1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1435+STABILITY: SURFACE MOTION
 BG1435
 BG1435  HISTORY     - Date     Condition        Report By
 BG1435  HISTORY     - 1953     MONUMENTED       CGS
 BG1435
 BG1435                          STATION DESCRIPTION
 BG1435
 BG1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG1435'7.4 MI SW FROM DE FUNIAK SPRINGS.
 BG1435'1.25 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE CROSSING OF
 BG1435'THE LOUISVILLE AND NASHVILLE RAILROAD AT DE FUNIAK SPRINGS,
 BG1435'THENCE ABOUT 6.15 MILES WEST ALONG BOB SIKES ROAD (BLACK TOP
 BG1435'ROAD), ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE AND A NORTH-SOUTH
 BG1435'CROSSROAD, AT THE EAST EDGE OF EGLIN AIR FORCE BASE RESERVATION,
 BG1435'AT THE JUNCTION OF A TRAIL LEADING SOUTH, 129 FEET SOUTH OF
 BG1435'CENTER LINE OF ROAD, 34 FEET EAST OF CENTER LINE OF TRAIL SOUTH,
 BG1435'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 BG1435'LEVEL OF BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 BG1435'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0239 ***********************************************************************
 BC0239  DESIGNATION -  B 143
 BC0239  PID         -  BC0239
 BC0239  STATE/COUNTY-  FL/DUVAL
 BC0239  USGS QUAD   -  TROUT RIVER (1992)
 BC0239
 BC0239                         *CURRENT SURVEY CONTROL
 BC0239  ___________________________________________________________________
 BC0239* NAD 83(1986)-  30 28 44.     (N)    081 37 44.     (W)     SCALED    
 BC0239* NAVD 88     -         9.264  (meters)      30.39   (feet)  ADJUSTED  
 BC0239  ___________________________________________________________________
 BC0239  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BC0239  DYNAMIC HT  -           9.252 (meters)      30.35  (feet)  COMP
 BC0239  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 BC0239
 BC0239  VERT ORDER  -  FIRST     CLASS II
 BC0239
 BC0239.The horizontal coordinates were scaled from a topographic map and have
 BC0239.an estimated accuracy of +/- 6 seconds.
 BC0239
 BC0239.The orthometric height was determined by differential leveling
 BC0239.and adjusted by the National Geodetic Survey in June 1991..
 BC0239
 BC0239.The geoid height was determined by GEOID03.
 BC0239
 BC0239.The dynamic height is computed by dividing the NAVD 88
 BC0239.geopotential number by the normal gravity value computed on the
 BC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0239.degrees latitude (g = 980.6199 gals.).
 BC0239
 BC0239.The modeled gravity was interpolated from observed gravity values.
 BC0239
 BC0239;                    North         East    Units  Estimated Accuracy
 BC0239;SPC FL E     -   681,120.      139,620.      MT  (+/- 180 meters Scaled)
 BC0239
 BC0239                          SUPERSEDED SURVEY CONTROL
 BC0239
 BC0239  NGVD 29 (??/??/92)    9.586  (m)           31.45   (f) ADJ UNCH    1 2
 BC0239
 BC0239.Superseded values are not recommended for survey control.
 BC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0239.See file dsdata.txt to determine how the superseded data were derived.
 BC0239
 BC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP396720(NAD 83)
 BC0239_MARKER: DB = BENCH MARK DISK
 BC0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0239_SP_SET: CULVERT
 BC0239_STAMPING: B 143 1954
 BC0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0239
 BC0239  HISTORY     - Date     Condition        Report By
 BC0239  HISTORY     - 1954     MONUMENTED       CGS
 BC0239  HISTORY     - 1958     GOOD             NGS
 BC0239  HISTORY     - 1975     GOOD             NGS
 BC0239  HISTORY     - 1977     GOOD             FLDNR
 BC0239  HISTORY     - 19910424 MARK NOT FOUND   NGS
 BC0239
 BC0239                          STATION DESCRIPTION
 BC0239
 BC0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BC0239'0.9 MI N FROM OCEANWAY.
 BC0239'ABOUT 0.85 MILE NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BC0239'THE SCHOOL AT OCEANWAY, 215 FEET NORTH-NORTHEAST OF AND ACROSS
 BC0239'THE TRACK FROM MILEPOST 623, BETWEEN THE RAILROAD TRACK AND U.S.
 BC0239'HIGHWAY 17, 47 FEET EAST OF THE EAST RAIL, 26 FEET WEST OF THE
 BC0239'CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF THE EAST END OF A
 BC0239'30-INCH PIPE CULVERT UNDER THE TRACK, ON TOP OF THE WEST CONCRETE
 BC0239'HEAD WALL FOR A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 BC0239'9.3 FEET NORTH OF THE SOUTH END OF THE HEAD WALL AND ABOUT 1 1/2
 BC0239'FEET LOWER THAN THE TRACK.
 BC0239
 BC0239                          STATION RECOVERY (1975)
 BC0239
 BC0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0239'RECOVERED IN GOOD CONDITION.
 BC0239
 BC0239                          STATION RECOVERY (1977)
 BC0239
 BC0239'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0239'RECOVERED IN GOOD CONDITION.
 BC0239
 BC0239                          STATION RECOVERY (1991)
 BC0239
 BC0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0239'THE HEADWALL AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 BC0239'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2483 ***********************************************************************
 BC2483  DESIGNATION -  B 143 RESET
 BC2483  PID         -  BC2483
 BC2483  STATE/COUNTY-  FL/DUVAL
 BC2483  USGS QUAD   -  TROUT RIVER (1992)
 BC2483
 BC2483                         *CURRENT SURVEY CONTROL
 BC2483  ___________________________________________________________________
 BC2483* NAD 83(1986)-  30 28 44.     (N)    081 37 44.     (W)     SCALED    
 BC2483* NAVD 88     -         8.590  (meters)      28.18   (feet)  ADJUSTED  
 BC2483  ___________________________________________________________________
 BC2483  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BC2483  DYNAMIC HT  -           8.579 (meters)      28.15  (feet)  COMP
 BC2483  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 BC2483
 BC2483  VERT ORDER  -  FIRST     CLASS II
 BC2483
 BC2483.The horizontal coordinates were scaled from a topographic map and have
 BC2483.an estimated accuracy of +/- 6 seconds.
 BC2483
 BC2483.The orthometric height was determined by differential leveling
 BC2483.and adjusted by the National Geodetic Survey in May 1994..
 BC2483
 BC2483.The geoid height was determined by GEOID03.
 BC2483
 BC2483.The dynamic height is computed by dividing the NAVD 88
 BC2483.geopotential number by the normal gravity value computed on the
 BC2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2483.degrees latitude (g = 980.6199 gals.).
 BC2483
 BC2483.The modeled gravity was interpolated from observed gravity values.
 BC2483
 BC2483;                    North         East    Units  Estimated Accuracy
 BC2483;SPC FL E     -   681,120.      139,620.      MT  (+/- 180 meters Scaled)
 BC2483
 BC2483                          SUPERSEDED SURVEY CONTROL
 BC2483
 BC2483  NGVD 29 (09/01/92)    8.910  (m)           29.23   (f) ADJUSTED    1 2
 BC2483
 BC2483.Superseded values are not recommended for survey control.
 BC2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2483.See file dsdata.txt to determine how the superseded data were derived.
 BC2483
 BC2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP396720(NAD 83)
 BC2483_MARKER: DV = VERTICAL CONTROL DISK
 BC2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2483_SP_SET: CONCRETE POST
 BC2483_STAMPING: B 143 RESET 1984
 BC2483_MARK LOGO: NGS   
 BC2483_PROJECTION: FLUSH
 BC2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2483+STABILITY: SURFACE MOTION
 BC2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2483+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 BC2483
 BC2483  HISTORY     - Date     Condition        Report By
 BC2483  HISTORY     - 1984     MONUMENTED       NGS
 BC2483  HISTORY     - 19910424 GOOD             NGS
 BC2483
 BC2483                          STATION DESCRIPTION
 BC2483
 BC2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BC2483'1.9 KM (1.20 MI) NORTH FROM OCEANWAY.
 BC2483'THE MARK IS 0.9 M BELOW HIGHWAY.
 BC2483'1.92 KM (1.20 MI) NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BC2483'OCEANWAY, 185.0 FEET (56.39) METERS NORTH OF THE CENTER OF THE WEST
 BC2483'CONCRETE HEADWALL OF CULVERT UNDER U.S. HIGHWAY 17, 42.0 FEET (12.80)
 BC2483'METERS WEST OF THE CENTER OF U.S. HIGHWAY 17, 31.3 FEET (9.54) METERS
 BC2483'EAST OF THE EAST RAIL OF RAILROAD TRACK AND 1.5 FEET (0.46) METERS
 BC2483'EAST OF A TELEPHONE POLE.
 BC2483'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 BC2483
 BC2483                          STATION RECOVERY (1991)
 BC2483
 BC2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2483'14.0 KM (8.7 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC2483'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE, 52.4
 BC2483'M (171.9 FT) NORTH OF THE NORTH END OF A HEADWALL, 12.8 M (42.0 FT)
 BC2483'WEST OF THE HIGHWAY CENTERLINE, 10.4 M (34.1 FT) NORTH OF THE
 BC2483'EXTENDED CENTER OF THE ACE HARDWARE ENTRANCE ROAD, 9.7 M (31.8 FT)
 BC2483'EAST OF THE NEAR RAIL OF THE CSX TRANSPORTATION RAILROAD, 1.0 M (3.3
 BC2483'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A UTILITY
 BC2483'POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 BC2483'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0147 ***********************************************************************
 BC0147  DESIGNATION -  B 144
 BC0147  PID         -  BC0147
 BC0147  STATE/COUNTY-  FL/NASSAU
 BC0147  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC0147
 BC0147                         *CURRENT SURVEY CONTROL
 BC0147  ___________________________________________________________________
 BC0147* NAD 83(1986)-  30 37 56.     (N)    081 28 01.     (W)     SCALED    
 BC0147* NAVD 88     -         3.170  (meters)      10.40   (feet)  ADJUSTED  
 BC0147  ___________________________________________________________________
 BC0147  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0147  DYNAMIC HT  -           3.166 (meters)      10.39  (feet)  COMP
 BC0147  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BC0147
 BC0147  VERT ORDER  -  FIRST     CLASS II
 BC0147
 BC0147.The horizontal coordinates were scaled from a topographic map and have
 BC0147.an estimated accuracy of +/- 6 seconds.
 BC0147
 BC0147.The orthometric height was determined by differential leveling
 BC0147.and adjusted by the National Geodetic Survey in May 1994..
 BC0147
 BC0147.The geoid height was determined by GEOID03.
 BC0147
 BC0147.The dynamic height is computed by dividing the NAVD 88
 BC0147.geopotential number by the normal gravity value computed on the
 BC0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0147.degrees latitude (g = 980.6199 gals.).
 BC0147
 BC0147.The modeled gravity was interpolated from observed gravity values.
 BC0147
 BC0147;                    North         East    Units  Estimated Accuracy
 BC0147;SPC FL E     -   698,040.      155,240.      MT  (+/- 180 meters Scaled)
 BC0147
 BC0147                          SUPERSEDED SURVEY CONTROL
 BC0147
 BC0147  NAVD 88 (06/15/91)    3.173  (m)           10.41   (f) UNKNOWN     1 2
 BC0147  NGVD 29 (09/01/92)    3.522  (m)           11.56   (f) ADJUSTED    1 2
 BC0147
 BC0147.Superseded values are not recommended for survey control.
 BC0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0147.See file dsdata.txt to determine how the superseded data were derived.
 BC0147
 BC0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP552889(NAD 83)
 BC0147_MARKER: DB = BENCH MARK DISK
 BC0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0147_SP_SET: CONCRETE POST
 BC0147_STAMPING: B 144 1954
 BC0147_MARK LOGO: CGS   
 BC0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0147+STABILITY: SURFACE MOTION
 BC0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0147+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1991
 BC0147
 BC0147  HISTORY     - Date     Condition        Report By
 BC0147  HISTORY     - 1954     MONUMENTED       CGS
 BC0147  HISTORY     - 1975     GOOD             NGS
 BC0147  HISTORY     - 1976     GOOD             FLDNR
 BC0147  HISTORY     - 1976     GOOD             FLDNR
 BC0147  HISTORY     - 1976     GOOD             FLDNR
 BC0147  HISTORY     - 1976     GOOD             FLDNR
 BC0147  HISTORY     - 1976     GOOD             FLDNR
 BC0147  HISTORY     - 1985     GOOD             FLDNR
 BC0147  HISTORY     - 19910425 GOOD             NGS
 BC0147
 BC0147                          STATION DESCRIPTION
 BC0147
 BC0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0147'3 MI W FROM FERNANDINA.
 BC0147'3.0 MILES WEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BC0147'STATION AT FERNANDINA, AT THE CROSSING OF THE SEABOARD COAST
 BC0147'LINE RAILROAD AND FRIENDLY ROAD, 0.25 MILE EAST OF MILE POST 44,
 BC0147'1.05 MILE EAST OF THE BRIDGE OVER THE AMELIA RIVER, 117.6 FEET
 BC0147'SOUTHEAST AND ACROSS THE TRACKS FROM THE SOUTHEAST CORNER OF THE
 BC0147'SUPER DOLLAR WAREHOUSE OFFICE, 66.9 FEET NORTH OF THE CENTER
 BC0147'LINE OF STATE HIGHWAY A1A, 60.7 SOUTHWEST OF THE CENTER OF THE
 BC0147'CROSSING, 53.0 WEST OF THE CENTER LINE OF FRIENDLY RD, 29.6
 BC0147'SOUTH OF THE SOUTH RAIL, 1.2 FEET WEST OF A METAL WITNESS POST,
 BC0147'ABOUT LEVEL WITH THE TRACKS, IN THE TOP OF A CONCRETE POST
 BC0147'ABOUT LEVEL WITH THE GROUND.  SEC 5, T 2 N, R 28 E
 BC0147
 BC0147                          STATION RECOVERY (1976)
 BC0147
 BC0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0147'RECOVERED IN GOOD CONDITION.
 BC0147
 BC0147                          STATION RECOVERY (1976)
 BC0147
 BC0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0147'RECOVERED IN GOOD CONDITION.
 BC0147
 BC0147                          STATION RECOVERY (1976)
 BC0147
 BC0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0147'RECOVERED IN GOOD CONDITION.
 BC0147
 BC0147                          STATION RECOVERY (1976)
 BC0147
 BC0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0147'RECOVERED IN GOOD CONDITION.
 BC0147
 BC0147                          STATION RECOVERY (1976)
 BC0147
 BC0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BC0147'RECOVERED IN GOOD CONDITION.
 BC0147
 BC0147                          STATION RECOVERY (1985)
 BC0147
 BC0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0147'RECOVERED IN GOOD CONDITION EXCEPT THE POWER POLE AND WOODEN POST ARE
 BC0147'GONE, THE MARK IS FLUSH WITH THE GROUND, 0.95 MILE SOUTH-SOUTHWEST OF
 BC0147'BENCH MARK NAS 27 1985, AND 0.7 FOOT NORTH OF A WITNESS POST.
 BC0147
 BC0147                          STATION RECOVERY (1991)
 BC0147
 BC0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0147'4.8 KM (3.0 MI) SOUTHERLY ALONG STATE HIGHWAY A1A FROM THE
 BC0147'INTERSECTION OF CENTRE STREET IN FERNANDINA BEACH, 16.5 M (54.1 FT)
 BC0147'WEST OF THE CENTERLINE OF FRIENDLY ROAD, 13.6 M (44.6 FT) NORTH OF
 BC0147'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.  8.9 M (29.2
 BC0147'FT) SOUTH OF THE NEAR RAIL OF THE CSX TRANSPORTATION RAILROAD, O.3 M
 BC0147'NORTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 BC0147'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0314 ***********************************************************************
 BC0314  DESIGNATION -  B 145
 BC0314  PID         -  BC0314
 BC0314  STATE/COUNTY-  FL/DUVAL
 BC0314  USGS QUAD   -  MARIETTA (1992)
 BC0314
 BC0314                         *CURRENT SURVEY CONTROL
 BC0314  ___________________________________________________________________
 BC0314* NAD 83(1986)-  30 19 09.     (N)    081 48 00.     (W)     SCALED    
 BC0314* NAVD 88     -        22.675  (meters)      74.39   (feet)  ADJUSTED  
 BC0314  ___________________________________________________________________
 BC0314  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BC0314  DYNAMIC HT  -          22.646 (meters)      74.30  (feet)  COMP
 BC0314  MODELED GRAV-     979,359.3   (mgal)                       NAVD 88
 BC0314
 BC0314  VERT ORDER  -  FIRST     CLASS II
 BC0314
 BC0314.The horizontal coordinates were scaled from a topographic map and have
 BC0314.an estimated accuracy of +/- 6 seconds.
 BC0314
 BC0314.The orthometric height was determined by differential leveling
 BC0314.and adjusted by the National Geodetic Survey in June 1991..
 BC0314
 BC0314.The geoid height was determined by GEOID03.
 BC0314
 BC0314.The dynamic height is computed by dividing the NAVD 88
 BC0314.geopotential number by the normal gravity value computed on the
 BC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0314.degrees latitude (g = 980.6199 gals.).
 BC0314
 BC0314.The modeled gravity was interpolated from observed gravity values.
 BC0314
 BC0314;                    North         East    Units  Estimated Accuracy
 BC0314;SPC FL E     -   663,520.      123,060.      MT  (+/- 180 meters Scaled)
 BC0314
 BC0314                          SUPERSEDED SURVEY CONTROL
 BC0314
 BC0314  NGVD 29 (09/01/92)   22.992  (m)           75.43   (f) ADJUSTED    1 2
 BC0314
 BC0314.Superseded values are not recommended for survey control.
 BC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0314.See file dsdata.txt to determine how the superseded data were derived.
 BC0314
 BC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP230544(NAD 83)
 BC0314_MARKER: DB = BENCH MARK DISK
 BC0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0314_STAMPING: B 145 1954
 BC0314_MARK LOGO: CGS   
 BC0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0314+STABILITY: SURFACE MOTION
 BC0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0314+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1992
 BC0314
 BC0314  HISTORY     - Date     Condition        Report By
 BC0314  HISTORY     - 1954     MONUMENTED       CGS
 BC0314  HISTORY     - 1973     GOOD             NGS
 BC0314  HISTORY     - 1978     GOOD             NGS
 BC0314  HISTORY     - 19920627 GOOD             FLDNR
 BC0314
 BC0314                          STATION DESCRIPTION
 BC0314
 BC0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0314'1 MI W FROM MARIETTA.
 BC0314'ABOUT 1.0 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0314'THE CROSSING OF CAHOON ROAD AT MARIETTA, AT A PRIVATE ROAD
 BC0314'CROSSING, 40 FEET NORTH OF NORTH RAIL, 196 FEET WEST-NORTHWEST
 BC0314'AND ACROSS ROAD FROM MILE POST 642, 154 FEET SOUTH OF CENTER
 BC0314'LINE OF U.S. HIGHWAY 90, 64 FEET SOUTHWEST OF CENTER OF CROSSING,
 BC0314'21 FEET WEST OF CENTER LINE OF ROAD, 13 FEET WEST OF A TELEPHONE
 BC0314'POLE AND IN LINE WITH ROW OF POLES, 80 FEET NORTHWEST OF SEMAPHORE
 BC0314'NO. 642.1, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BC0314'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BC0314'POST PROJECTING 3 INCHES.
 BC0314
 BC0314                          STATION RECOVERY (1973)
 BC0314
 BC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BC0314'RECOVERED IN GOOD CONDITION.
 BC0314
 BC0314                          STATION RECOVERY (1978)
 BC0314
 BC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0314'RECOVERED IN GOOD CONDITION.
 BC0314
 BC0314                          STATION RECOVERY (1992)
 BC0314
 BC0314'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC0314'THE MARK IS ABOUT 2.85 MI (4.59 KM) EAST OF WHITEHOUSE, 1.0 MI (1.6
 BC0314'KM) WEST OF MARIETTA AT THE JUNCTION OF ADDOR LANE SOUTH IN SECTION
 BC0314'21, T 2 S, R 25 E. TO REACH THE MARK FROM THE INTERSECTION OF CHAFFEE
 BC0314'ROAD AND STATE HIGHWAY 9O (BEAVER STREET) IN WHITEHOUSE, GO EAST ON
 BC0314'STATE HIGHWAY 90 (BEAVER STREET) FOR 2.85 MI (4.59 KM) TO THE JUNCTION
 BC0314'OF ADDOR LANE SOUTH ON THE RIGHT, TURN RIGHT ON ADDOR LANE SOUTH AND
 BC0314'GO SOUTHWEST FOR ABOUT 0.05 MI (0.08 KM) TO THE RAILROAD CROSSING AND
 BC0314'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT
 BC0314'PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND AND 2.0 FT
 BC0314'(0.6 M) BELOW THE LEVEL OF THE RAILROAD TRACK. LOCATED ABOUT 196.0 FT
 BC0314'(59.7 M) WEST-NORTHWEST AND ACROSS THE ROAD FROM MILE POST MARKER 642,
 BC0314'155.0 FT (47.2 M) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 90
 BC0314'(BEAVER STREET), 39.3 FT (12.0 M) NORTH OF THE NORTH RAIL, 31.2 FT
 BC0314'(9.5 M) WEST OF THE APPROXIMATE CENTERLINE OF ADDOR LANE AND 1.0 FT
 BC0314'(0.3 M) SOUTH OF A CARSONITE WITNESS POST. NOTE, THE MARK HAS BEEN HIT
 BC0314'AND LEANING TO THE EAST. NOTE, NOT LEVELED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0602 ***********************************************************************
 AR0602  DESIGNATION -  B 147 RESET 1974
 AR0602  PID         -  AR0602
 AR0602  STATE/COUNTY-  FL/ALACHUA
 AR0602  USGS QUAD   -  WALDO (1991)
 AR0602
 AR0602                         *CURRENT SURVEY CONTROL
 AR0602  ___________________________________________________________________
 AR0602* NAD 83(1986)-  29 46 07.     (N)    082 11 47.     (W)     SCALED    
 AR0602* NAVD 88     -        48.929  (meters)     160.53   (feet)  ADJUSTED  
 AR0602  ___________________________________________________________________
 AR0602  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AR0602  DYNAMIC HT  -          48.863 (meters)     160.31  (feet)  COMP
 AR0602  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 AR0602
 AR0602  VERT ORDER  -  FIRST     CLASS II
 AR0602
 AR0602.The horizontal coordinates were scaled from a topographic map and have
 AR0602.an estimated accuracy of +/- 6 seconds.
 AR0602
 AR0602.The orthometric height was determined by differential leveling
 AR0602.and adjusted by the National Geodetic Survey in June 1991..
 AR0602
 AR0602.The geoid height was determined by GEOID03.
 AR0602
 AR0602.The dynamic height is computed by dividing the NAVD 88
 AR0602.geopotential number by the normal gravity value computed on the
 AR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0602.degrees latitude (g = 980.6199 gals.).
 AR0602
 AR0602.The modeled gravity was interpolated from observed gravity values.
 AR0602
 AR0602;                    North         East    Units  Estimated Accuracy
 AR0602;SPC FL N     -    87,450.      822,760.      MT  (+/- 180 meters Scaled)
 AR0602
 AR0602                          SUPERSEDED SURVEY CONTROL
 AR0602
 AR0602  NGVD 29 (09/01/92)   49.192  (m)          161.39   (f) ADJUSTED    1 2
 AR0602
 AR0602.Superseded values are not recommended for survey control.
 AR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0602.See file dsdata.txt to determine how the superseded data were derived.
 AR0602
 AR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN843937(NAD 83)
 AR0602_MARKER: DB = BENCH MARK DISK
 AR0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0602_STAMPING: B 147 RESET 1974
 AR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0602+STABILITY: SURFACE MOTION
 AR0602
 AR0602  HISTORY     - Date     Condition        Report By
 AR0602  HISTORY     - 1974     MONUMENTED       NGS
 AR0602  HISTORY     - 1979     GOOD             NGS
 AR0602
 AR0602                          STATION DESCRIPTION
 AR0602
 AR0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AR0602'2.4 MI SW FROM WALDO.
 AR0602'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM ITS JUNCTION
 AR0602'WITH U.S. HIGHWAY 301 IN WALDO, 160 FEET SOUTHWEST OF A POWER
 AR0602'LINE POLE WITH A LINE RUNNING TO THE SOUTHEAST FROM IT, 181
 AR0602'FEET NORTHEAST OF A POWER LINE POLE, 111 FEET SOUTHEAST OF THE
 AR0602'APPROXIMATE CENTER OF PROPOSED NORTHEAST BOUND LANE OF HIGHWAY
 AR0602'24, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST AND IN THE FENCE
 AR0602'LINE, AND A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 AR0602'MONUMENT THAT IS SET 2-INCHES BELOW THE GROUND SURFACE.
 AR0602
 AR0602                          STATION RECOVERY (1979)
 AR0602
 AR0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AR0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1457 ***********************************************************************
 BD1457  DESIGNATION -  B 148
 BD1457  PID         -  BD1457
 BD1457  STATE/COUNTY-  FL/BRADFORD
 BD1457  USGS QUAD   -  LAWTEY (1993)
 BD1457
 BD1457                         *CURRENT SURVEY CONTROL
 BD1457  ___________________________________________________________________
 BD1457* NAD 83(1986)-  30 00 37.     (N)    082 05 03.     (W)     SCALED    
 BD1457* NAVD 88     -        49.512  (meters)     162.44   (feet)  ADJUSTED  
 BD1457  ___________________________________________________________________
 BD1457  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BD1457  DYNAMIC HT  -          49.446 (meters)     162.22  (feet)  COMP
 BD1457  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BD1457
 BD1457  VERT ORDER  -  FIRST     CLASS II
 BD1457
 BD1457.The horizontal coordinates were scaled from a topographic map and have
 BD1457.an estimated accuracy of +/- 6 seconds.
 BD1457
 BD1457.The orthometric height was determined by differential leveling
 BD1457.and adjusted by the National Geodetic Survey in June 1991..
 BD1457
 BD1457.The geoid height was determined by GEOID03.
 BD1457
 BD1457.The dynamic height is computed by dividing the NAVD 88
 BD1457.geopotential number by the normal gravity value computed on the
 BD1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1457.degrees latitude (g = 980.6199 gals.).
 BD1457
 BD1457.The modeled gravity was interpolated from observed gravity values.
 BD1457
 BD1457;                    North         East    Units  Estimated Accuracy
 BD1457;SPC FL N     -   114,460.      833,040.      MT  (+/- 180 meters Scaled)
 BD1457
 BD1457                          SUPERSEDED SURVEY CONTROL
 BD1457
 BD1457  NGVD 29 (??/??/92)   49.777  (m)          163.31   (f) ADJ UNCH    1 2
 BD1457
 BD1457.Superseded values are not recommended for survey control.
 BD1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1457.See file dsdata.txt to determine how the superseded data were derived.
 BD1457
 BD1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP954204(NAD 83)
 BD1457_MARKER: DB = BENCH MARK DISK
 BD1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1457_STAMPING: B 148 1954
 BD1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1457+STABILITY: SURFACE MOTION
 BD1457
 BD1457  HISTORY     - Date     Condition        Report By
 BD1457  HISTORY     - 1954     MONUMENTED       CGS
 BD1457  HISTORY     - 19920209 MARK NOT FOUND   NGS
 BD1457
 BD1457                          STATION DESCRIPTION
 BD1457
 BD1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD1457'4.4 MI N FROM STARKE.
 BD1457'4.35 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1457'STATION AT STARKE, ABOUT 155 YARDS SOUTH OF MILE POST 674,
 BD1457'217 YARDS SOUTH OF THE PUBLIC ROAD CROSSING AT SAXON, 59 FEET
 BD1457'WEST OF WEST RAIL, 4 1/2 FEET EAST OF TELEPHONE POLE NO. 963,
 BD1457'1 FOOT EAST OF A WIRE FENCE, ABOUT 2 FEET BELOW LEVEL OF
 BD1457'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BD1457
 BD1457                          STATION RECOVERY (1992)
 BD1457
 BD1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 BD1457'NOTE  THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.  A NEW DITCH
 BD1457'HAS BEEN DUG AT THESE MEASUREMENTS.  THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0380 ***********************************************************************
 BC0380  DESIGNATION -  B 149
 BC0380  PID         -  BC0380
 BC0380  STATE/COUNTY-  FL/DUVAL
 BC0380  USGS QUAD   -  FIFTONE (1993)
 BC0380
 BC0380                         *CURRENT SURVEY CONTROL
 BC0380  ___________________________________________________________________
 BC0380* NAD 83(1986)-  30 14 50.     (N)    081 59 40.     (W)     SCALED    
 BC0380* NAVD 88     -        27.109  (meters)      88.94   (feet)  ADJUSTED  
 BC0380  ___________________________________________________________________
 BC0380  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BC0380  DYNAMIC HT  -          27.074 (meters)      88.83  (feet)  COMP
 BC0380  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BC0380
 BC0380  VERT ORDER  -  FIRST     CLASS II
 BC0380
 BC0380.The horizontal coordinates were scaled from a topographic map and have
 BC0380.an estimated accuracy of +/- 6 seconds.
 BC0380
 BC0380.The orthometric height was determined by differential leveling
 BC0380.and adjusted by the National Geodetic Survey in June 1991..
 BC0380
 BC0380.The geoid height was determined by GEOID03.
 BC0380
 BC0380.The dynamic height is computed by dividing the NAVD 88
 BC0380.geopotential number by the normal gravity value computed on the
 BC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0380.degrees latitude (g = 980.6199 gals.).
 BC0380
 BC0380.The modeled gravity was interpolated from observed gravity values.
 BC0380
 BC0380;                    North         East    Units  Estimated Accuracy
 BC0380;SPC FL E     -   655,690.      104,290.      MT  (+/- 180 meters Scaled)
 BC0380
 BC0380                          SUPERSEDED SURVEY CONTROL
 BC0380
 BC0380  NGVD 29 (??/??/92)   27.402  (m)           89.90   (f) ADJ UNCH    1 2
 BC0380
 BC0380.Superseded values are not recommended for survey control.
 BC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0380.See file dsdata.txt to determine how the superseded data were derived.
 BC0380
 BC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP043465(NAD 83)
 BC0380_MARKER: DB = BENCH MARK DISK
 BC0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0380_STAMPING: B 149 1954
 BC0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0380+STABILITY: SURFACE MOTION
 BC0380
 BC0380  HISTORY     - Date     Condition        Report By
 BC0380  HISTORY     - 1954     MONUMENTED       CGS
 BC0380
 BC0380                          STATION DESCRIPTION
 BC0380
 BC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0380'3.5 MI N FROM MAXVILLE.
 BC0380'ABOUT 3.5 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0380'THE OVERPASS OF STATE HIGHWAY 228 OVER THE TRACKS AT MAXVILLE,
 BC0380'ABOUT 3.8 MILES SOUTH OF THE STATION AT BALDWIN, ABOUT 402
 BC0380'YARDS SOUTH OF MILE POST 656, 112 1/2 FEET EAST OF EAST RAIL,
 BC0380'9 FEET EAST OF A FENCE LINE, 128 FEET NORTHEAST OF CENTER OF
 BC0380'CROSSING OF AN EAST-WEST WOODS ROAD AND THE EAST TRACK, 30 FEET
 BC0380'NORTH OF CENTER OF A GATE IN FENCE LINE, 130 FEET SOUTHEAST
 BC0380'OF A SIGN BALDWIN YARD LIMIT, 34 FEET NORTHEAST OF TELEPHONE
 BC0380'POLE NO. 30-1, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BC0380'ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 BC0380'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0336 ***********************************************************************
 AQ0336  DESIGNATION -  B 15
 AQ0336  PID         -  AQ0336
 AQ0336  STATE/COUNTY-  FL/ST JOHNS
 AQ0336  USGS QUAD   -  ELKTON (1992)
 AQ0336
 AQ0336                         *CURRENT SURVEY CONTROL
 AQ0336  ___________________________________________________________________
 AQ0336* NAD 83(1986)-  29 46 57.     (N)    081 25 33.     (W)     SCALED    
 AQ0336* NAVD 88     -        10.545  (meters)      34.60   (feet)  ADJUSTED  
 AQ0336  ___________________________________________________________________
 AQ0336  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AQ0336  DYNAMIC HT  -          10.530 (meters)      34.55  (feet)  COMP
 AQ0336  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 AQ0336
 AQ0336  VERT ORDER  -  FIRST     CLASS II
 AQ0336
 AQ0336.The horizontal coordinates were scaled from a topographic map and have
 AQ0336.an estimated accuracy of +/- 6 seconds.
 AQ0336
 AQ0336.The orthometric height was determined by differential leveling
 AQ0336.and adjusted by the National Geodetic Survey in June 1991..
 AQ0336.WARNING-Repeat measurements at this control monument indicate possible
 AQ0336.vertical movement.
 AQ0336
 AQ0336.The geoid height was determined by GEOID03.
 AQ0336
 AQ0336.The dynamic height is computed by dividing the NAVD 88
 AQ0336.geopotential number by the normal gravity value computed on the
 AQ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0336.degrees latitude (g = 980.6199 gals.).
 AQ0336
 AQ0336.The modeled gravity was interpolated from observed gravity values.
 AQ0336
 AQ0336;                    North         East    Units  Estimated Accuracy
 AQ0336;SPC FL E     -   603,840.      158,830.      MT  (+/- 180 meters Scaled)
 AQ0336
 AQ0336                          SUPERSEDED SURVEY CONTROL
 AQ0336
 AQ0336  NGVD 29 (??/??/92)   10.853  (m)           35.61   (f) ADJ UNCH    1 2
 AQ0336
 AQ0336.Superseded values are not recommended for survey control.
 AQ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0336.See file dsdata.txt to determine how the superseded data were derived.
 AQ0336
 AQ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN588947(NAD 83)
 AQ0336_MARKER: DB = BENCH MARK DISK
 AQ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0336_STAMPING: B 15 1932 35.607
 AQ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0336+STABILITY: SURFACE MOTION
 AQ0336
 AQ0336  HISTORY     - Date     Condition        Report By
 AQ0336  HISTORY     - 1932     MONUMENTED       CGS
 AQ0336  HISTORY     - 1964     GOOD             NGS
 AQ0336  HISTORY     - 1972     MARK NOT FOUND   USGS
 AQ0336
 AQ0336                          STATION DESCRIPTION
 AQ0336
 AQ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AQ0336'AT ELKTON.
 AQ0336'AT ELKTON, NEAR THE FLORIDA EAST COAST RAILWAY STATION, 361 FEET
 AQ0336'SOUTHWEST OF MILEPOST P 47, 121.5 FEET NORTHEAST OF THE EAST
 AQ0336'CORNER OF THE FREIGHT STATION, 114 FEET NORTH OF THE EAST CORNER
 AQ0336'OF THE CONCRETE CURBING AROUND THE STATION (CONCRETE WILL BE THERE
 AQ0336'IF STATION IS TORN DOWN), 19.5 FEET NORTHWEST OF THE NORTHWEST
 AQ0336'RAIL OF THE MAIN TRACK, 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AQ0336'THE SIDE TRACK NORTHWEST OF THE STATION, 1 FOOT NORTHEAST OF A
 AQ0336'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE TOP OF THE RAIL AND IS
 AQ0336'SET IN THE TOP OF A CONCRETE POST 18 INCHES BELOW THE GROUND.  IN
 AQ0336'SECTION 30, R 29 E, T 8 S.
 AQ0336
 AQ0336                          STATION RECOVERY (1972)
 AQ0336
 AQ0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AQ0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1266 ***********************************************************************
 AG1266  DESIGNATION -  B 15
 AG1266  PID         -  AG1266
 AG1266  STATE/COUNTY-  FL/MANATEE
 AG1266  USGS QUAD   -  PARRISH (1987)
 AG1266
 AG1266                         *CURRENT SURVEY CONTROL
 AG1266  ___________________________________________________________________
 AG1266* NAD 83(1990)-  27 37 27.92317(N)    082 24 15.79373(W)     ADJUSTED  
 AG1266* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AG1266  ___________________________________________________________________
 AG1266  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AG1266  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AG1266
 AG1266  HORZ ORDER  -  SECOND
 AG1266
 AG1266.The horizontal coordinates were established by classical geodetic methods
 AG1266.and adjusted by the National Geodetic Survey in May 1991..
 AG1266
 AG1266.The orthometric height was scaled from a topographic map.
 AG1266
 AG1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1266
 AG1266.The geoid height was determined by GEOID03.
 AG1266
 AG1266;                    North         East     Units Scale Factor Converg.
 AG1266;SPC FL W     -   364,656.649   160,088.826   MT  0.99996083   -0 11 15.0
 AG1266;SPC FL W     - 1,196,377.69    525,224.76   sFT  0.99996083   -0 11 15.0
 AG1266;UTM  17      - 3,056,386.448   361,433.357   MT  0.99983700   -0 39 04.6
 AG1266
 AG1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1266!SPC FL W     -   1.00000221  x   0.99996083  =   0.99996304
 AG1266!UTM  17      -   1.00000221  x   0.99983700  =   0.99983921
 AG1266
 AG1266|---------------------------------------------------------------------|
 AG1266| PID    Reference Object                     Distance      Geod. Az  |
 AG1266|                                                           dddmmss.s |
 AG1266| CW6909 B 15 RM 1                             7.304 METERS 06409     |
 AG1266| CW6910 B 15 RM 2                             7.968 METERS 19123     |
 AG1266| AG1265 A 15                                APPROX. 3.6 KM 2155907.4 |
 AG1266|---------------------------------------------------------------------|
 AG1266
 AG1266                          SUPERSEDED SURVEY CONTROL
 AG1266
 AG1266  NAD 83(1986)-  27 37 27.92680(N)    082 24 15.80667(W) AD(       ) 2
 AG1266  NAD 27      -  27 37 26.80499(N)    082 24 16.46827(W) AD(       ) 2
 AG1266
 AG1266.Superseded values are not recommended for survey control.
 AG1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1266.See file dsdata.txt to determine how the superseded data were derived.
 AG1266
 AG1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6143356386(NAD 83)
 AG1266_MARKER: DD = SURVEY DISK
 AG1266_SETTING: 0 = UNSPECIFIED SETTING
 AG1266
 AG1266  HISTORY     - Date     Condition        Report By
 AG1266  HISTORY     - 1944     MONUMENTED       CGS
 AG1266  HISTORY     - 1944     GOOD             CGS
 AG1266  HISTORY     - 1972     MARK NOT FOUND   USGS
 AG1266
 AG1266                          STATION DESCRIPTION
 AG1266
 AG1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (GWL)
 AG1266'STATION IS LOCATED 3.30 MILES BY ROAD NE OF THE VILLAGE OF
 AG1266'PARISH, IN THE RIGHT DITCH OF U.S. HIGHWAY 41, 0.05 MILE SW OF
 AG1266'A SMALL WHITE HOUSE ON THE LEFT, 12 FEET N OF THE FENCE LINE,
 AG1266'AND 26 FEET S OF THE CENTER LINE OF HIGHWAY 41.  IT IS STAMPED
 AG1266'B 15 1944 AND IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 AG1266'
 AG1266'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AG1266'THE TOP OF CONCRETE POSTS.
 AG1266'
 AG1266'REFERENCE MARK 1 IS E OF THE STATION, 0.7 FOOT N OF THE FENCE
 AG1266'LINE, AND 36.5 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 41.  IT
 AG1266'IS STAMPED RM NO 1 1944 AND PROJECTS ABOUT 1 FOOT.
 AG1266'
 AG1266'REFERENCE MARK 2 IS SW OF THE STATION, 1.5 FEET N OF THE
 AG1266'FENCE LINE, 36.5 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 41,
 AG1266'AND 1.8 FEET E OF A 4-INCH SQUARE WHITE WOODEN POST PROJECTING
 AG1266'ABOUT 2.5 FEET.  IT IS STAMPED B 15 NO 2 1944 AND PROJECTS
 AG1266'ABOUT 1 FOOT.
 AG1266'
 AG1266'THE AZIMUTH MARK FOR THIS STATION IS A 15, WHICH IS 2.5 MILES
 AG1266'SW ON U.S. HIGHWAY 41.
 AG1266'
 AG1266'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 AG1266'PARISH, GO NE ON U.S. HIGHWAY 41 FOR 3.30 MILES TO THE STATION
 AG1266'ON THE RIGHT AS DESCRIBED.
 AG1266'
 AG1266'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AG1266
 AG1266                          STATION RECOVERY (1944)
 AG1266
 AG1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS)
 AG1266'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE EXCEPT FOR
 AG1266'THE FOLLOWING DISCREPANCY--
 AG1266'
 AG1266'(1) STATION IS 0.05 MILES SE OF SMALL WHITE HOUSE, NOT SW.
 AG1266
 AG1266                          STATION RECOVERY (1972)
 AG1266
 AG1266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BRP)
 AG1266'PROBABLY DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1234 ***********************************************************************
 BD1234  DESIGNATION -  B 150
 BD1234  PID         -  BD1234
 BD1234  STATE/COUNTY-  FL/BAKER
 BD1234  USGS QUAD   -  SANDERSON NORTH (1988)
 BD1234
 BD1234                         *CURRENT SURVEY CONTROL
 BD1234  ___________________________________________________________________
 BD1234* NAD 83(1986)-  30 15 14.     (N)    082 15 41.     (W)     SCALED    
 BD1234* NAVD 88     -        45.969  (meters)     150.82   (feet)  ADJUSTED  
 BD1234  ___________________________________________________________________
 BD1234  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BD1234  DYNAMIC HT  -          45.909 (meters)     150.62  (feet)  COMP
 BD1234  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 BD1234
 BD1234  VERT ORDER  -  FIRST     CLASS II
 BD1234
 BD1234.The horizontal coordinates were scaled from a topographic map and have
 BD1234.an estimated accuracy of +/- 6 seconds.
 BD1234
 BD1234.The orthometric height was determined by differential leveling
 BD1234.and adjusted by the National Geodetic Survey in June 1991..
 BD1234
 BD1234.Photographs are available for this station.
 BD1234
 BD1234.The geoid height was determined by GEOID03.
 BD1234
 BD1234.The dynamic height is computed by dividing the NAVD 88
 BD1234.geopotential number by the normal gravity value computed on the
 BD1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1234.degrees latitude (g = 980.6199 gals.).
 BD1234
 BD1234.The modeled gravity was interpolated from observed gravity values.
 BD1234
 BD1234;                    North         East    Units  Estimated Accuracy
 BD1234;SPC FL N     -   141,110.      815,420.      MT  (+/- 180 meters Scaled)
 BD1234
 BD1234                          SUPERSEDED SURVEY CONTROL
 BD1234
 BD1234  NGVD 29 (??/??/92)   46.248  (m)          151.73   (f) ADJ UNCH    1 2
 BD1234
 BD1234.Superseded values are not recommended for survey control.
 BD1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1234.See file dsdata.txt to determine how the superseded data were derived.
 BD1234
 BD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP786475(NAD 83)
 BD1234_MARKER: DB = BENCH MARK DISK
 BD1234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD1234_SP_SET: PIER
 BD1234_STAMPING: B 150 1954
 BD1234_MARK LOGO: CGS   
 BD1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BD1234+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BD1234
 BD1234  HISTORY     - Date     Condition        Report By
 BD1234  HISTORY     - 1954     MONUMENTED       CGS
 BD1234  HISTORY     - 1966     GOOD             NGS
 BD1234  HISTORY     - 1979     GOOD             NGS
 BD1234  HISTORY     - 20040106 GOOD             FLDEP
 BD1234  HISTORY     - 20040109 GOOD             FLDEP
 BD1234
 BD1234                          STATION DESCRIPTION
 BD1234
 BD1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD1234'0.6 MI E FROM SANDERSON.
 BD1234'0.65 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1234'STATION AT SANDERSON, ABOUT 65 YARDS WEST OF MILE POST 670, AT
 BD1234'THE OVERPASS OF U.S. HIGHWAY 90 OVER THE TRACK, SET VERTICALLY
 BD1234'ABOUT 2 1/2 FEET ABOVE GROUND IN THE EAST END FACE OF THE
 BD1234'CONCRETE BASE OF SECOND PIER SOUTH OF TRACK, 27 FEET SOUTH OF
 BD1234'SOUTH RAIL AND ABOUT 2 FEET ABOVE TOP OF RAIL.
 BD1234
 BD1234                          STATION RECOVERY (1966)
 BD1234
 BD1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BD1234'RECOVERED IN GOOD CONDITION.
 BD1234
 BD1234                          STATION RECOVERY (1979)
 BD1234
 BD1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BD1234'RECOVERED IN GOOD CONDITION.
 BD1234
 BD1234                          STATION RECOVERY (2004)
 BD1234
 BD1234'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 BD1234'RECOVERED IN GOOD CONDITION.
 BD1234
 BD1234                          STATION RECOVERY (2004)
 BD1234
 BD1234'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 BD1234'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD1010 ***********************************************************************
 BD1010  DESIGNATION -  B 151
 BD1010  PID         -  BD1010
 BD1010  STATE/COUNTY-  FL/COLUMBIA
 BD1010  USGS QUAD   -  LAKE CITY WEST (1993)
 BD1010
 BD1010                         *CURRENT SURVEY CONTROL
 BD1010  ___________________________________________________________________
 BD1010* NAD 83(1986)-  30 11 50.     (N)    082 39 56.     (W)     SCALED    
 BD1010* NAVD 88     -        49.322  (meters)     161.82   (feet)  ADJUSTED  
 BD1010  ___________________________________________________________________
 BD1010  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD1010  DYNAMIC HT  -          49.257 (meters)     161.60  (feet)  COMP
 BD1010  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 BD1010
 BD1010  VERT ORDER  -  FIRST     CLASS II
 BD1010
 BD1010.The horizontal coordinates were scaled from a topographic map and have
 BD1010.an estimated accuracy of +/- 6 seconds.
 BD1010
 BD1010.The orthometric height was determined by differential leveling
 BD1010.and adjusted by the National Geodetic Survey in June 1991..
 BD1010
 BD1010.The geoid height was determined by GEOID03.
 BD1010
 BD1010.The dynamic height is computed by dividing the NAVD 88
 BD1010.geopotential number by the normal gravity value computed on the
 BD1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1010.degrees latitude (g = 980.6199 gals.).
 BD1010
 BD1010.The modeled gravity was interpolated from observed gravity values.
 BD1010
 BD1010;                    North         East    Units  Estimated Accuracy
 BD1010;SPC FL N     -   134,130.      776,630.      MT  (+/- 180 meters Scaled)
 BD1010
 BD1010                          SUPERSEDED SURVEY CONTROL
 BD1010
 BD1010  NGVD 29 (??/??/92)   49.569  (m)          162.63   (f) ADJ UNCH    1 2
 BD1010
 BD1010.Superseded values are not recommended for survey control.
 BD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1010.See file dsdata.txt to determine how the superseded data were derived.
 BD1010
 BD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP396418(NAD 83)
 BD1010_MARKER: DB = BENCH MARK DISK
 BD1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1010_STAMPING: B 151 1954
 BD1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1010+STABILITY: SURFACE MOTION
 BD1010
 BD1010  HISTORY     - Date     Condition        Report By
 BD1010  HISTORY     - 1954     MONUMENTED       CGS
 BD1010
 BD1010                          STATION DESCRIPTION
 BD1010
 BD1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD1010'1.8 MI W FROM LAKE CITY.
 BD1010'1.85 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BD1010'STATION AT LAKE CITY, 154 YARDS EAST OF MILE POST 695, 150 YARDS
 BD1010'EAST OF A SWITCH STAND AT WEST END OF A SIDING, 48 FEET SOUTH
 BD1010'OF SOUTH RAIL OF MAIN TRACK, 34 FEET SOUTH OF SOUTH RAIL OF A
 BD1010'SIDE TRACK, 1 1/2 FEET NORTH OF A FENCE LINE, 119 FEET SOUTH
 BD1010'AND AT RIGHT ANGLE ACROSS TRACK FROM TELEPHONE POLE NO. 2526,
 BD1010'108 FEET SOUTHEAST AND ACROSS TRACK FROM A TELEPHONE POLE FROM
 BD1010'WHICH WIRES LEAD INTO A RAILWAY TELEPHONE BOOTH, 10 FEET WEST
 BD1010'OF WEST GATE POST OF A GATE IN FENCE LINE, 2 FEET WEST OF A
 BD1010'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE
 BD1010'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0728 ***********************************************************************
 BD0728  DESIGNATION -  B 152
 BD0728  PID         -  BD0728
 BD0728  STATE/COUNTY-  FL/SUWANNEE
 BD0728  USGS QUAD   -  FALMOUTH (1993)
 BD0728
 BD0728                         *CURRENT SURVEY CONTROL
 BD0728  ___________________________________________________________________
 BD0728* NAD 83(1986)-  30 21 33.     (N)    083 07 33.     (W)     SCALED    
 BD0728* NAVD 88     -        23.238  (meters)      76.24   (feet)  ADJUSTED  
 BD0728  ___________________________________________________________________
 BD0728  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD0728  DYNAMIC HT  -          23.207 (meters)      76.14  (feet)  COMP
 BD0728  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 BD0728
 BD0728  VERT ORDER  -  FIRST     CLASS II
 BD0728
 BD0728.The horizontal coordinates were scaled from a topographic map and have
 BD0728.an estimated accuracy of +/- 6 seconds.
 BD0728
 BD0728.The orthometric height was determined by differential leveling
 BD0728.and adjusted by the National Geodetic Survey in June 1991..
 BD0728
 BD0728.The geoid height was determined by GEOID03.
 BD0728
 BD0728.The dynamic height is computed by dividing the NAVD 88
 BD0728.geopotential number by the normal gravity value computed on the
 BD0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0728.degrees latitude (g = 980.6199 gals.).
 BD0728
 BD0728.The modeled gravity was interpolated from observed gravity values.
 BD0728
 BD0728;                    North         East    Units  Estimated Accuracy
 BD0728;SPC FL N     -   151,460.      732,100.      MT  (+/- 180 meters Scaled)
 BD0728
 BD0728                          SUPERSEDED SURVEY CONTROL
 BD0728
 BD0728  NGVD 29 (??/??/92)   23.458  (m)           76.96   (f) ADJ UNCH    1 2
 BD0728
 BD0728.Superseded values are not recommended for survey control.
 BD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0728.See file dsdata.txt to determine how the superseded data were derived.
 BD0728
 BD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP956605(NAD 83)
 BD0728_MARKER: DB = BENCH MARK DISK
 BD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0728_STAMPING: B 152 1954
 BD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0728+STABILITY: SURFACE MOTION
 BD0728
 BD0728  HISTORY     - Date     Condition        Report By
 BD0728  HISTORY     - 1954     MONUMENTED       CGS
 BD0728  HISTORY     - 1985     GOOD             NGS
 BD0728
 BD0728                          STATION DESCRIPTION
 BD0728
 BD0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD0728'9.6 MI NW FROM LIVE OAK.
 BD0728'ABOUT 9.65 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 BD0728'FROM THE STATION AT LIVE OAK, ABOUT 0.3 MILE SOUTHEAST OF CROSSING
 BD0728'OF BLACK TOP ROAD AT FALMOUTH, ABOUT 0.15 SOUTHEAST OF MILE POST
 BD0728'725, 223 FEET SOUTHWEST AND ACROSS U.S. HIGHWAY 90 FROM THE
 BD0728'SOUTHWEST RAIL, 132 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 BD0728'2 FEET NORTHEAST OF A FENCE LINE, 4 FEET SOUTHEAST OF A FENCE
 BD0728'CORNER, 2 FEET SOUTHEAST OF A HIGHWAY R/W MARKER POST, 156 1/2
 BD0728'FEET WEST OF THE NORTHWEST END OF SOUTHWEST CONCRETE HEAD WALL
 BD0728'OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 165 FEET SOUTHWEST AND
 BD0728'ACROSS HIGHWAY FROM TELEPHONE POLE NO. 350, ABOUT 2 FEET BELOW
 BD0728'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD0728'4 INCHES.
 BD0728
 BD0728                          STATION RECOVERY (1985)
 BD0728
 BD0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BD0728'ABOUT 15.44 KM (9.65 MI) NORTHWEST ALONG U.S. HIGHWAY 90, FROM ITS
 BD0728'JUNCTION WITH U.S. HIGHWAY 129 IN DOWNTOWN LIVE OAK, 0.48 KM (0.3 MI)
 BD0728'SOUTHEAST OF CROSSING ROAD AT FALMOUTH, 0.24 KM (0.15 MI) SOUTHEAST
 BD0728'OF MILEPOST 725, 223.0 FEET (67.97 M) SOUTHWEST AND ACROSS HIGHWAY 90
 BD0728'FROM THE SOUTHWEST RAIL OF RAILROAD TRACK, 132.0 FEET (40.23 M)
 BD0728'SOUTHWEST OF THE CENTER OF HIGHWAY, 94.0 FEET (28.65 M) NORTHWEST OF
 BD0728'A TELEPHONE JUNCTION BOX, 95.0 FEET (25.91 M) SOUTHEAST OF A
 BD0728'TELEPHONE JUNCTION BOX, 156.5 FEET (47.70 M) WEST OF THE NORTHWEST
 BD0728'END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT UNDER HIGHWAY,
 BD0728'165.0 FEET (50.29 M) SOUTHWEST AND ACROSS HIGHWAY FROM A TELEPHONE
 BD0728'POLE AND 1.0 FOOT (0.30 M) NORTHEAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0638 ***********************************************************************
 BD0638  DESIGNATION -  B 153
 BD0638  PID         -  BD0638
 BD0638  STATE/COUNTY-  FL/MADISON
 BD0638  USGS QUAD   -  LEE (1993)
 BD0638
 BD0638                         *CURRENT SURVEY CONTROL
 BD0638  ___________________________________________________________________
 BD0638* NAD 83(1986)-  30 25 28.     (N)    083 19 32.     (W)     SCALED    
 BD0638* NAVD 88     -        29.899  (meters)      98.09   (feet)  ADJUSTED  
 BD0638  ___________________________________________________________________
 BD0638  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BD0638  DYNAMIC HT  -          29.860 (meters)      97.97  (feet)  COMP
 BD0638  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BD0638
 BD0638  VERT ORDER  -  FIRST     CLASS II
 BD0638
 BD0638.The horizontal coordinates were scaled from a topographic map and have
 BD0638.an estimated accuracy of +/- 6 seconds.
 BD0638
 BD0638.The orthometric height was determined by differential leveling
 BD0638.and adjusted by the National Geodetic Survey in June 1991..
 BD0638
 BD0638.The geoid height was determined by GEOID03.
 BD0638
 BD0638.The dynamic height is computed by dividing the NAVD 88
 BD0638.geopotential number by the normal gravity value computed on the
 BD0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0638.degrees latitude (g = 980.6199 gals.).
 BD0638
 BD0638.The modeled gravity was interpolated from observed gravity values.
 BD0638
 BD0638;                    North         East    Units  Estimated Accuracy
 BD0638;SPC FL N     -   158,480.      712,830.      MT  (+/- 180 meters Scaled)
 BD0638
 BD0638                          SUPERSEDED SURVEY CONTROL
 BD0638
 BD0638  NGVD 29 (??/??/92)   30.116  (m)           98.81   (f) ADJ UNCH    1 2
 BD0638
 BD0638.Superseded values are not recommended for survey control.
 BD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0638.See file dsdata.txt to determine how the superseded data were derived.
 BD0638
 BD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP766681(NAD 83)
 BD0638_MARKER: DB = BENCH MARK DISK
 BD0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0638_STAMPING: B 153 1954
 BD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0638+STABILITY: SURFACE MOTION
 BD0638
 BD0638  HISTORY     - Date     Condition        Report By
 BD0638  HISTORY     - 1954     MONUMENTED       CGS
 BD0638
 BD0638                          STATION DESCRIPTION
 BD0638
 BD0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD0638'5.8 MI SE FROM MADISON.
 BD0638'ABOUT 5.85 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 BD0638'FROM THE STATION AT MADISON, ABOUT 1.6 MILES WEST OF STATION AND
 BD0638'CROSSING OF STATE HIGHWAY 255 AT LEE, ABOUT 0.6 MILE EAST OF
 BD0638'ROAD CROSSING AT WEST FARM, ABOUT 0.15 MILE EAST OF MILE POST
 BD0638'738, 30 FEET SOUTH OF SOUTH RAIL, 101 1/2 FEET EAST-NORTHEAST
 BD0638'AND ACROSS A ROAD FROM A FENCE CORNER WHICH IS BETWEEN TWO BOARD
 BD0638'GATES, 35 FEET NORTH OF CENTER LINE OF ROAD PARALLEL TO TRACK,
 BD0638'41 1/2 FEET WEST OF THE 5TH TELEPHONE POLE EAST OF MILE POST,
 BD0638'2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BD0638'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BD0638'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0056 ***********************************************************************
 BD0056  DESIGNATION -  B 154
 BD0056  PID         -  BD0056
 BD0056  STATE/COUNTY-  FL/JEFFERSON
 BD0056  USGS QUAD   -  MONTICELLO (1993)
 BD0056
 BD0056                         *CURRENT SURVEY CONTROL
 BD0056  ___________________________________________________________________
 BD0056* NAD 83(1986)-  30 31 41.     (N)    083 52 22.     (W)     SCALED    
 BD0056* NAVD 88     -        67.099  (meters)     220.14   (feet)  ADJUSTED  
 BD0056  ___________________________________________________________________
 BD0056  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BD0056  DYNAMIC HT  -          67.012 (meters)     219.86  (feet)  COMP
 BD0056  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BD0056
 BD0056  VERT ORDER  -  FIRST     CLASS II
 BD0056
 BD0056.The horizontal coordinates were scaled from a topographic map and have
 BD0056.an estimated accuracy of +/- 6 seconds.
 BD0056
 BD0056.The orthometric height was determined by differential leveling
 BD0056.and adjusted by the National Geodetic Survey in June 1991..
 BD0056
 BD0056.The geoid height was determined by GEOID03.
 BD0056
 BD0056.The dynamic height is computed by dividing the NAVD 88
 BD0056.geopotential number by the normal gravity value computed on the
 BD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0056.degrees latitude (g = 980.6199 gals.).
 BD0056
 BD0056.The modeled gravity was interpolated from observed gravity values.
 BD0056
 BD0056;                    North         East    Units  Estimated Accuracy
 BD0056;SPC FL N     -   169,550.      660,190.      MT  (+/- 180 meters Scaled)
 BD0056
 BD0056                          SUPERSEDED SURVEY CONTROL
 BD0056
 BD0056  NGVD 29 (??/??/92)   67.310  (m)          220.83   (f) ADJ UNCH    1 2
 BD0056
 BD0056.Superseded values are not recommended for survey control.
 BD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0056.See file dsdata.txt to determine how the superseded data were derived.
 BD0056
 BD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP243808(NAD 83)
 BD0056_MARKER: DB = BENCH MARK DISK
 BD0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0056_STAMPING: B 154 1954
 BD0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0056+STABILITY: SURFACE MOTION
 BD0056
 BD0056  HISTORY     - Date     Condition        Report By
 BD0056  HISTORY     - 1954     MONUMENTED       CGS
 BD0056  HISTORY     - 1974     GOOD             FLDT
 BD0056  HISTORY     - 1976     GOOD             USGS
 BD0056
 BD0056                          STATION DESCRIPTION
 BD0056
 BD0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD0056'1.4 MI S FROM MONTICELLO.
 BD0056'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COURT HOUSE
 BD0056'AT MONTICELLO, AT THE SOUTHEAST CORNER OF EAST END OF EAST-WEST
 BD0056'RUNWAY AT MONTICELLO AIRPORT, 35 1/2 FEET WEST-NORTHWEST OF
 BD0056'NORTHWEST CORNER OF AIRPORT MANAGERS RESIDENCE (MRS. EUNICE
 BD0056'G. HAMPTON), 8 1/2 FEET WEST OF CENTER LINE OF A DRIVEWAY,
 BD0056'12 1/2 FEET EAST OF A RED BUD TREE, 7 1/2 FEET EAST-NORTHEAST
 BD0056'OF THE TOP OF A BURIED BUTANE GAS TANK, AND SET IN THE TOP OF
 BD0056'A CONCRETE POST PROJECTING 1 INCH.
 BD0056
 BD0056                          STATION RECOVERY (1974)
 BD0056
 BD0056'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BD0056'RECOVERED IN GOOD CONDITION.
 BD0056
 BD0056                          STATION RECOVERY (1976)
 BD0056
 BD0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BD0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1068 ***********************************************************************
 BE1068  DESIGNATION -  B 155
 BE1068  PID         -  BE1068
 BE1068  STATE/COUNTY-  FL/JEFFERSON
 BE1068  USGS QUAD   -  LLOYD (1982)
 BE1068
 BE1068                         *CURRENT SURVEY CONTROL
 BE1068  ___________________________________________________________________
 BE1068* NAD 83(1986)-  30 28 40.     (N)    084 01 23.     (W)     SCALED    
 BE1068* NAVD 88     -        24.245  (meters)      79.54   (feet)  ADJUSTED  
 BE1068  ___________________________________________________________________
 BE1068  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE1068  DYNAMIC HT  -          24.213 (meters)      79.44  (feet)  COMP
 BE1068  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BE1068
 BE1068  VERT ORDER  -  FIRST     CLASS II
 BE1068
 BE1068.The horizontal coordinates were scaled from a topographic map and have
 BE1068.an estimated accuracy of +/- 6 seconds.
 BE1068
 BE1068.The orthometric height was determined by differential leveling
 BE1068.and adjusted by the National Geodetic Survey in June 1991..
 BE1068.WARNING-Repeat measurements at this control monument indicate possible
 BE1068.vertical movement.
 BE1068
 BE1068.The geoid height was determined by GEOID03.
 BE1068
 BE1068.The dynamic height is computed by dividing the NAVD 88
 BE1068.geopotential number by the normal gravity value computed on the
 BE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1068.degrees latitude (g = 980.6199 gals.).
 BE1068
 BE1068.The modeled gravity was interpolated from observed gravity values.
 BE1068
 BE1068;                    North         East    Units  Estimated Accuracy
 BE1068;SPC FL N     -   163,910.      645,800.      MT  (+/- 180 meters Scaled)
 BE1068
 BE1068                          SUPERSEDED SURVEY CONTROL
 BE1068
 BE1068  NGVD 29 (??/??/92)   24.474  (m)           80.30   (f) ADJ UNCH    1 2
 BE1068
 BE1068.Superseded values are not recommended for survey control.
 BE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1068.See file dsdata.txt to determine how the superseded data were derived.
 BE1068
 BE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU857754(NAD 83)
 BE1068_MARKER: DB = BENCH MARK DISK
 BE1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1068_STAMPING: B 155 1954
 BE1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1068+STABILITY: SURFACE MOTION
 BE1068
 BE1068  HISTORY     - Date     Condition        Report By
 BE1068  HISTORY     - 1954     MONUMENTED       CGS
 BE1068  HISTORY     - 1974     GOOD             FLDT
 BE1068  HISTORY     - 1978     GOOD             FLDNR
 BE1068
 BE1068                          STATION DESCRIPTION
 BE1068
 BE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BE1068'AT LLOYD.
 BE1068'AT LLOYD, ABOUT 0.1 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY
 BE1068'FROM THE STATION, AT THE CROSSING OF STATE HIGHWAY 59, 57 FEET
 BE1068'SOUTH OF SOUTH RAIL OF MAIN TRACK, 160 FEET SOUTHWEST OF CENTER
 BE1068'OF CROSSING OF MAIN TRACK AND HIGHWAY, 167 FEET SOUTHWEST AND
 BE1068'ACROSS HIGHWAY FROM CROSSING WARNING SIGNAL, 1 FOOT NORTH OF A
 BE1068'FENCE LINE, 90 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE WEST
 BE1068'OF CROSSING, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 BE1068'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE1068
 BE1068                          STATION RECOVERY (1974)
 BE1068
 BE1068'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE1068'RECOVERED IN GOOD CONDITION.
 BE1068
 BE1068                          STATION RECOVERY (1978)
 BE1068
 BE1068'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BE1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0893 ***********************************************************************
 BG0893  DESIGNATION -  B 156
 BG0893  PID         -  BG0893
 BG0893  STATE/COUNTY-  FL/OKALOOSA
 BG0893  USGS QUAD   -  HAROLD SE (1976)
 BG0893
 BG0893                         *CURRENT SURVEY CONTROL
 BG0893  ___________________________________________________________________
 BG0893* NAD 83(1986)-  30 34 23.     (N)    086 45 56.     (W)     SCALED    
 BG0893* NAVD 88     -        50.888  (meters)     166.96   (feet)  ADJUSTED  
 BG0893  ___________________________________________________________________
 BG0893  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG0893  DYNAMIC HT  -          50.823 (meters)     166.74  (feet)  COMP
 BG0893  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 BG0893
 BG0893  VERT ORDER  -  SECOND    CLASS 0
 BG0893
 BG0893.The horizontal coordinates were scaled from a topographic map and have
 BG0893.an estimated accuracy of +/- 6 seconds.
 BG0893
 BG0893.The orthometric height was determined by differential leveling
 BG0893.and adjusted by the National Geodetic Survey in June 1991..
 BG0893
 BG0893.The geoid height was determined by GEOID03.
 BG0893
 BG0893.The dynamic height is computed by dividing the NAVD 88
 BG0893.geopotential number by the normal gravity value computed on the
 BG0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0893.degrees latitude (g = 980.6199 gals.).
 BG0893
 BG0893.The modeled gravity was interpolated from observed gravity values.
 BG0893
 BG0893;                    North         East    Units  Estimated Accuracy
 BG0893;SPC FL N     -   176,530.      382,690.      MT  (+/- 180 meters Scaled)
 BG0893
 BG0893                          SUPERSEDED SURVEY CONTROL
 BG0893
 BG0893  NGVD 29 (??/??/92)   51.001  (m)          167.33   (f) ADJ UNCH    2 0
 BG0893
 BG0893.Superseded values are not recommended for survey control.
 BG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0893.See file dsdata.txt to determine how the superseded data were derived.
 BG0893
 BG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU224823(NAD 83)
 BG0893_MARKER: DB = BENCH MARK DISK
 BG0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0893_STAMPING: B 156 1954
 BG0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0893+STABILITY: SURFACE MOTION
 BG0893
 BG0893  HISTORY     - Date     Condition        Report By
 BG0893  HISTORY     - 1954     MONUMENTED       CGS
 BG0893  HISTORY     - 1957     GOOD             NGS
 BG0893
 BG0893                          STATION DESCRIPTION
 BG0893
 BG0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BG0893'14 MI NW FROM FORT WALTON.
 BG0893'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF FORT WALTON,
 BG0893'AND 1.45 MILES NORTH-NORTHWEST OF METTS LOOKOUT TOWER.  IT IS
 BG0893'24 FEET EAST OF THE APPROXIMATE CENTERLINE OF RANGE ROAD NO. 253,
 BG0893'ABOUT 135 FEET SOUTH-SOUTHEAST OF ROAD JUNCTION 245 AND 253,
 BG0893'ABOUT THE SAME LEVEL AS THE ROAD, AND 8 FEET SOUTH OF A LARGE
 BG0893'PINE TREE.  THE MARK IS A BRONZE DISK SET IN A CONCRETE MONUMENT,
 BG0893'PROJECTS 6 INCHES AND THE DISK IS STAMPED B 156 1954.  TO REACH
 BG0893'FROM METTS LOOKOUT TOWER, GO NORTHWESTERLY ON RANGE ROAD NO. 253
 BG0893'FOR 1.45 MILE TO STATION ON RIGHT (EAST) SIDE OF ROAD AS DESCRIBED.
 BG0893
 BG0893                          STATION RECOVERY (1957)
 BG0893
 BG0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BG0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0981 ***********************************************************************
 BE0981  DESIGNATION -  B 157
 BE0981  PID         -  BE0981
 BE0981  STATE/COUNTY-  FL/LEON
 BE0981  USGS QUAD   -  TALLAHASSEE (1976)
 BE0981
 BE0981                         *CURRENT SURVEY CONTROL
 BE0981  ___________________________________________________________________
 BE0981* NAD 83(1986)-  30 28 16.     (N)    084 20 40.     (W)     SCALED    
 BE0981* NAVD 88     -        29.833  (meters)      97.88   (feet)  ADJUSTED  
 BE0981  ___________________________________________________________________
 BE0981  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE0981  DYNAMIC HT  -          29.794 (meters)      97.75  (feet)  COMP
 BE0981  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BE0981
 BE0981  VERT ORDER  -  FIRST     CLASS I
 BE0981
 BE0981.The horizontal coordinates were scaled from a topographic map and have
 BE0981.an estimated accuracy of +/- 6 seconds.
 BE0981
 BE0981.The orthometric height was determined by differential leveling
 BE0981.and adjusted by the National Geodetic Survey in June 1991..
 BE0981
 BE0981.The geoid height was determined by GEOID03.
 BE0981
 BE0981.The dynamic height is computed by dividing the NAVD 88
 BE0981.geopotential number by the normal gravity value computed on the
 BE0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0981.degrees latitude (g = 980.6199 gals.).
 BE0981
 BE0981.The modeled gravity was interpolated from observed gravity values.
 BE0981
 BE0981;                    North         East    Units  Estimated Accuracy
 BE0981;SPC FL N     -   163,080.      614,940.      MT  (+/- 180 meters Scaled)
 BE0981
 BE0981                          SUPERSEDED SURVEY CONTROL
 BE0981
 BE0981  NGVD 29 (??/??/92)   30.025  (m)           98.51   (f) ADJ UNCH    1 1
 BE0981
 BE0981.Superseded values are not recommended for survey control.
 BE0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0981.See file dsdata.txt to determine how the superseded data were derived.
 BE0981
 BE0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU549739(NAD 83)
 BE0981_MARKER: DB = BENCH MARK DISK
 BE0981_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE0981_SP_SET: 68 1/2 FEET
 BE0981_STAMPING: B 157 1957
 BE0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0981
 BE0981  HISTORY     - Date     Condition        Report By
 BE0981  HISTORY     - 1957     MONUMENTED       CGS
 BE0981  HISTORY     - 1958     GOOD             NGS
 BE0981  HISTORY     - 1973     GOOD             NGS
 BE0981  HISTORY     - 1974     GOOD             FLDT
 BE0981
 BE0981                          STATION DESCRIPTION
 BE0981
 BE0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0981'0.4 MI NW FROM TALLAHASSEE.
 BE0981'ABOUT 0.4 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BE0981'FROM THE CROSSING OF STATE HIGHWAY 158 (THORPE STREET) IN THE
 BE0981'NORTHWEST PART OF TALLAHASSEE, ALONG A NORTH-SOUTH BLACKTOP ROAD
 BE0981'PARALLELING THE EAST SIDE OF THE TRACK, AT THE SAINT ROSA CHURCH
 BE0981'AND CEMETERY, 26 1/2 FEET WEST OF THE CENTER LINE OF BLACKTOP
 BE0981'ROAD, 53 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BE0981'CHURCH, 3 FEET SOUTH OF POWER POLE NUMBER L 152-14, 2 FEET NORTH
 BE0981'OF A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 BE0981'OF THE ROAD, A DISK SET ON TOP OF COPPER-COATED STEEL ROD FLUSH
 BE0981'WITH THE GROUND AND PROTECTED BY A 6-INCH TILE PROJECTING 1
 BE0981'INCH, THE ROD WAS DRIVEN TO REFUSAL AT 68 1/2 FEET.
 BE0981
 BE0981                          STATION RECOVERY (1973)
 BE0981
 BE0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE0981'RECOVERED IN GOOD CONDITION.
 BE0981
 BE0981                          STATION RECOVERY (1974)
 BE0981
 BE0981'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0003 ***********************************************************************
 BG0003  DESIGNATION -  B 158
 BG0003  PID         -  BG0003
 BG0003  STATE/COUNTY-  FL/ESCAMBIA
 BG0003  USGS QUAD   -  CENTURY (1978)
 BG0003
 BG0003                         *CURRENT SURVEY CONTROL
 BG0003  ___________________________________________________________________
 BG0003* NAD 83(1986)-  30 58 17.     (N)    087 15 40.     (W)     SCALED    
 BG0003* NAVD 88     -        22.128  (meters)      72.60   (feet)  ADJUSTED  
 BG0003  ___________________________________________________________________
 BG0003  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BG0003  DYNAMIC HT  -          22.101 (meters)      72.51  (feet)  COMP
 BG0003  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 BG0003
 BG0003  VERT ORDER  -  FIRST     CLASS II
 BG0003
 BG0003.The horizontal coordinates were scaled from a topographic map and have
 BG0003.an estimated accuracy of +/- 6 seconds.
 BG0003
 BG0003.The orthometric height was determined by differential leveling
 BG0003.and adjusted by the National Geodetic Survey in June 1991..
 BG0003
 BG0003.The geoid height was determined by GEOID03.
 BG0003
 BG0003.The dynamic height is computed by dividing the NAVD 88
 BG0003.geopotential number by the normal gravity value computed on the
 BG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0003.degrees latitude (g = 980.6199 gals.).
 BG0003
 BG0003.The modeled gravity was interpolated from observed gravity values.
 BG0003
 BG0003;                    North         East    Units  Estimated Accuracy
 BG0003;SPC FL N     -   221,730.      336,240.      MT  (+/- 180 meters Scaled)
 BG0003
 BG0003                          SUPERSEDED SURVEY CONTROL
 BG0003
 BG0003  NGVD 29 (??/??/92)   22.123  (m)           72.58   (f) ADJ UNCH    1 2
 BG0003
 BG0003.Superseded values are not recommended for survey control.
 BG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0003.See file dsdata.txt to determine how the superseded data were derived.
 BG0003
 BG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV750264(NAD 83)
 BG0003_MARKER: DB = BENCH MARK DISK
 BG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0003_STAMPING: B 158 1955
 BG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0003+STABILITY: SURFACE MOTION
 BG0003
 BG0003  HISTORY     - Date     Condition        Report By
 BG0003  HISTORY     - 1955     MONUMENTED       CGS
 BG0003  HISTORY     - 1965     GOOD             NGS
 BG0003
 BG0003                          STATION DESCRIPTION
 BG0003
 BG0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG0003'2 MI S FROM FLOMATON.
 BG0003'ABOUT 2.0 MILES SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE
 BG0003'R.R. FROM THE STATION AT FLOMATON, ALABAMA, AT PAVED STREET
 BG0003'CROSSING WHICH IS AT PRESENT THE MOST SOUTHERLY ONE IN TOWN OF
 BG0003'CENTURY, FLORIDA, ABOUT 300 YARDS N OF A LARGE SAWMILL, ABOUT 75
 BG0003'YARDS SE OF LODGE 213 MASONIC HALL, ABOUT 65 YARDS S OF NO.
 BG0003'609 R.R. MILEPOST, 46 FEET NNE OF CENTER LINE OF THE STREET,
 BG0003'34 FEET ESE OF E RAIL OF MAIN LINE, 3.8 FEET LOWER THAN TOP
 BG0003'OF SAME, 11-1/2 FEET ESE OF CENTER OF CONCRETE FOUNDATION OF
 BG0003'ABANDONED R.R. SIGNAL, 14-1/2 FEET NE OF A TELEPHONE POLE,
 BG0003'2 FEET N OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT
 BG0003'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0090 ***********************************************************************
 BE0090  DESIGNATION -  B 159
 BE0090  PID         -  BE0090
 BE0090  STATE/COUNTY-  FL/HOLMES
 BE0090  USGS QUAD   -  PONCE DE LEON (1994)
 BE0090
 BE0090                         *CURRENT SURVEY CONTROL
 BE0090  ___________________________________________________________________
 BE0090* NAD 83(1986)-  30 44 31.     (N)    085 54 49.     (W)     SCALED    
 BE0090* NAVD 88     -        18.441  (meters)      60.50   (feet)  ADJUSTED  
 BE0090  ___________________________________________________________________
 BE0090  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE0090  DYNAMIC HT  -          18.418 (meters)      60.43  (feet)  COMP
 BE0090  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BE0090
 BE0090  VERT ORDER  -  FIRST     CLASS II
 BE0090
 BE0090.The horizontal coordinates were scaled from a topographic map and have
 BE0090.an estimated accuracy of +/- 6 seconds.
 BE0090
 BE0090.The orthometric height was determined by differential leveling
 BE0090.and adjusted by the National Geodetic Survey in June 1991..
 BE0090
 BE0090.The geoid height was determined by GEOID03.
 BE0090
 BE0090.The dynamic height is computed by dividing the NAVD 88
 BE0090.geopotential number by the normal gravity value computed on the
 BE0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0090.degrees latitude (g = 980.6199 gals.).
 BE0090
 BE0090.The modeled gravity was interpolated from observed gravity values.
 BE0090
 BE0090;                    North         East    Units  Estimated Accuracy
 BE0090;SPC FL N     -   193,930.      464,640.      MT  (+/- 180 meters Scaled)
 BE0090
 BE0090                          SUPERSEDED SURVEY CONTROL
 BE0090
 BE0090  NGVD 29 (??/??/92)   18.547  (m)           60.85   (f) ADJ UNCH    1 2
 BE0090
 BE0090.Superseded values are not recommended for survey control.
 BE0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0090.See file dsdata.txt to determine how the superseded data were derived.
 BE0090
 BE0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV039015(NAD 83)
 BE0090_MARKER: DB = BENCH MARK DISK
 BE0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0090_STAMPING: B 159 1955
 BE0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0090+STABILITY: SURFACE MOTION
 BE0090
 BE0090  HISTORY     - Date     Condition        Report By
 BE0090  HISTORY     - 1955     MONUMENTED       CGS
 BE0090  HISTORY     - 20010331 GOOD             NGS
 BE0090  HISTORY     - 20010331 GOOD             NGS
 BE0090
 BE0090                          STATION DESCRIPTION
 BE0090
 BE0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BE0090'2 MI NE FROM PONCE DE LEON.
 BE0090'ABOUT 2.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BE0090'RAILROAD FROM THE STATION AT PONCE DE LEON, ABOUT 1.0 MILE
 BE0090'NORTHEST OF OVERPASS OF U.S. HIGHWAY 90 OVER TRACK, ABOUT 105
 BE0090'YARDS EAST OF MILE POST 743, ABOUT 154 YARDS EAST OF EAST END
 BE0090'OF TRESTLE NO. 47 OVER LITTLE REEDY CREEK, ABOUT 285 YARDS WEST
 BE0090'OF CROSSING OF A SAND ROAD, 46 1/2 FEET NORTH OF NORTH RAIL, 89 FEET
 BE0090'EAST OF TELEPHONE POLE NO. 2251, 75 FEET WEST OF TELEPHONE POLE
 BE0090'NO. 2550, 50 FEET NORTHWEST OF A RAILROAD TELEPHONE POLE, 1 FOOT
 BE0090'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH TRACK AND SET IN THE
 BE0090'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0090
 BE0090                          STATION RECOVERY (2001)
 BE0090
 BE0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0090
 BE0090                          STATION RECOVERY (2001)
 BE0090
 BE0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0060 ***********************************************************************
 BE0060  DESIGNATION -  B 160 FLHD
 BE0060  PID         -  BE0060
 BE0060  STATE/COUNTY-  FL/WASHINGTON
 BE0060  USGS QUAD   -  CHIPLEY (1994)
 BE0060
 BE0060                         *CURRENT SURVEY CONTROL
 BE0060  ___________________________________________________________________
 BE0060* NAD 83(1986)-  30 46 39.     (N)    085 35 41.     (W)     SCALED    
 BE0060* NAVD 88     -        22.357  (meters)      73.35   (feet)  ADJUSTED  
 BE0060  ___________________________________________________________________
 BE0060  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BE0060  DYNAMIC HT  -          22.328 (meters)      73.25  (feet)  COMP
 BE0060  MODELED GRAV-     979,360.0   (mgal)                       NAVD 88
 BE0060
 BE0060  VERT ORDER  -  FIRST     CLASS II
 BE0060
 BE0060.The horizontal coordinates were scaled from a topographic map and have
 BE0060.an estimated accuracy of +/- 6 seconds.
 BE0060
 BE0060.The orthometric height was determined by differential leveling
 BE0060.and adjusted by the National Geodetic Survey in June 1991..
 BE0060
 BE0060.The geoid height was determined by GEOID03.
 BE0060
 BE0060.The dynamic height is computed by dividing the NAVD 88
 BE0060.geopotential number by the normal gravity value computed on the
 BE0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0060.degrees latitude (g = 980.6199 gals.).
 BE0060
 BE0060.The modeled gravity was interpolated from observed gravity values.
 BE0060
 BE0060;                    North         East    Units  Estimated Accuracy
 BE0060;SPC FL N     -   197,540.      495,210.      MT  (+/- 180 meters Scaled)
 BE0060
 BE0060                          SUPERSEDED SURVEY CONTROL
 BE0060
 BE0060  NGVD 29 (??/??/92)   22.474  (m)           73.73   (f) ADJ UNCH    1 2
 BE0060
 BE0060.Superseded values are not recommended for survey control.
 BE0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0060.See file dsdata.txt to determine how the superseded data were derived.
 BE0060
 BE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV344057(NAD 83)
 BE0060_MARKER: DD = SURVEY DISK
 BE0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE0060_SP_SET: BRIDGE
 BE0060_STAMPING: B 160 1955
 BE0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0060
 BE0060  HISTORY     - Date     Condition        Report By
 BE0060  HISTORY     - UNK      MONUMENTED       FLHD
 BE0060  HISTORY     - 1955     GOOD             NGS
 BE0060
 BE0060                          STATION DESCRIPTION
 BE0060
 BE0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0060'3.4 MI W FROM CHIPLEY.
 BE0060'ABOUT 3.45 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BE0060'FROM THE STATION AT CHIPLEY, ABOUT 0.45 MILE WEST OF MILE POST
 BE0060'764, ABOUT 270 FEET SOUTH OF L. AND N. TRACK, ALONG U.S. HIGHWAY
 BE0060'90, IN THE TOP OF THE WEST END OF SOUTH HIGHWAY BRIDGE SIDE
 BE0060'WALK OF CONCRETE BRIDGE OVER ALLIGATOR CREEK, DIRECTLY OVER THE
 BE0060'WEST ABUTMENT OF BRIDGE, 17.2 FEET SOUTH OF CENTER LINE OF
 BE0060'HIGHWAY, 0.6 FOOT NORTH OF CONCRETE BANISTER AND 2.4 FEET SOUTH
 BE0060'OF CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1810 ***********************************************************************
 BG1810  TIDAL BM    -  This is a Tidal Bench Mark.
 BG1810  DESIGNATION -  B 161
 BG1810  PID         -  BG1810
 BG1810  STATE/COUNTY-  FL/ESCAMBIA
 BG1810  USGS QUAD   -  FORT BARRANCAS (1994)
 BG1810
 BG1810                         *CURRENT SURVEY CONTROL
 BG1810  ___________________________________________________________________
 BG1810* NAD 83(1986)-  30 20 51.     (N)    087 16 33.     (W)     SCALED    
 BG1810* NAVD 88     -         3.649  (meters)      11.97   (feet)  ADJUSTED  
 BG1810  ___________________________________________________________________
 BG1810  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BG1810  DYNAMIC HT  -           3.644 (meters)      11.96  (feet)  COMP
 BG1810  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BG1810
 BG1810  VERT ORDER  -  FIRST     CLASS II
 BG1810
 BG1810.The horizontal coordinates were scaled from a topographic map and have
 BG1810.an estimated accuracy of +/- 6 seconds.
 BG1810
 BG1810.The orthometric height was determined by differential leveling
 BG1810.and adjusted by the National Geodetic Survey in June 1991..
 BG1810.WARNING-Repeat measurements at this control monument indicate possible
 BG1810.vertical movement.
 BG1810
 BG1810.This Tidal Bench Mark is designated as VM 10284
 BG1810.by the Center for Operational Oceanographic Products and Services.
 BG1810
 BG1810.The geoid height was determined by GEOID03.
 BG1810
 BG1810.The dynamic height is computed by dividing the NAVD 88
 BG1810.geopotential number by the normal gravity value computed on the
 BG1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1810.degrees latitude (g = 980.6199 gals.).
 BG1810
 BG1810.The modeled gravity was interpolated from observed gravity values.
 BG1810
 BG1810;                    North         East    Units  Estimated Accuracy
 BG1810;SPC FL N     -   152,620.      333,150.      MT  (+/- 180 meters Scaled)
 BG1810
 BG1810                          SUPERSEDED SURVEY CONTROL
 BG1810
 BG1810  NGVD 29 (??/??/92)    3.709  (m)           12.17   (f) ADJ UNCH    1 2
 BG1810
 BG1810.Superseded values are not recommended for survey control.
 BG1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1810.See file dsdata.txt to determine how the superseded data were derived.
 BG1810
 BG1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU734573(NAD 83)
 BG1810_MARKER: DB = BENCH MARK DISK
 BG1810_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BG1810_STAMPING: B 161 1955
 BG1810_MARK LOGO: CGS   
 BG1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1810+STABILITY: SURFACE MOTION
 BG1810
 BG1810  HISTORY     - Date     Condition        Report By
 BG1810  HISTORY     - 1955     MONUMENTED       CGS
 BG1810  HISTORY     - 1984     GOOD             FLDNR
 BG1810
 BG1810                          STATION DESCRIPTION
 BG1810
 BG1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1810'AT PENSACOLA NAS.
 BG1810'AT PENSACOLA NAVAL AIR STATION, ABOUT 1.45 MILES SOUTHEAST ALONG
 BG1810'MURRAY ROAD FROM MAIN NORTH ENTRANCE TO AIR STATION, THENCE
 BG1810'ABOUT 0.3 MILE EAST ALONG SAUFLEY STREET, THENCE ABOUT 0.3 MILE
 BG1810'SOUTH ALONG EAST AVENUE, THENCE ABOUT 0.55 MILE WEST ALONG SOUTH
 BG1810'AVENUE AND DALLAS STREET, IN THE NORTHEAST ANGLE OF JUNCTION
 BG1810'OF FISHER AVENUE AND DALLAS STREET, SET VERTICALLY IN THE WEST
 BG1810'FACE OF LARGE CONCRETE PILLAR AT THE SOUTHWEST CORNER OF PORCH
 BG1810'OF BUILDING NO. 624 AND ON THE SOUTH SIDE OF BUILDING, 1 FOOT
 BG1810'NORTH OF SOUTHWEST CORNER OF PORCH AND 1.8 FEET ABOVE GROUND.
 BG1810
 BG1810                          STATION RECOVERY (1984)
 BG1810
 BG1810'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0043 ***********************************************************************
 BG0043  DESIGNATION -  B 162
 BG0043  PID         -  BG0043
 BG0043  STATE/COUNTY-  FL/ESCAMBIA
 BG0043  USGS QUAD   -  MOLINO (1987)
 BG0043
 BG0043                         *CURRENT SURVEY CONTROL
 BG0043  ___________________________________________________________________
 BG0043* NAD 83(1986)-  30 42 55.     (N)    087 18 23.     (W)     SCALED    
 BG0043* NAVD 88     -         6.923  (meters)      22.71   (feet)  ADJUSTED  
 BG0043  ___________________________________________________________________
 BG0043  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BG0043  DYNAMIC HT  -           6.914 (meters)      22.68  (feet)  COMP
 BG0043  MODELED GRAV-     979,360.9   (mgal)                       NAVD 88
 BG0043
 BG0043  VERT ORDER  -  FIRST     CLASS II
 BG0043
 BG0043.The horizontal coordinates were scaled from a topographic map and have
 BG0043.an estimated accuracy of +/- 6 seconds.
 BG0043
 BG0043.The orthometric height was determined by differential leveling
 BG0043.and adjusted by the National Geodetic Survey in June 1991..
 BG0043
 BG0043.The geoid height was determined by GEOID03.
 BG0043
 BG0043.The dynamic height is computed by dividing the NAVD 88
 BG0043.geopotential number by the normal gravity value computed on the
 BG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0043.degrees latitude (g = 980.6199 gals.).
 BG0043
 BG0043.The modeled gravity was interpolated from observed gravity values.
 BG0043
 BG0043;                    North         East    Units  Estimated Accuracy
 BG0043;SPC FL N     -   193,450.      331,210.      MT  (+/- 180 meters Scaled)
 BG0043
 BG0043                          SUPERSEDED SURVEY CONTROL
 BG0043
 BG0043  NGVD 29 (??/??/92)    6.948  (m)           22.80   (f) ADJ UNCH    1 2
 BG0043
 BG0043.Superseded values are not recommended for survey control.
 BG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0043.See file dsdata.txt to determine how the superseded data were derived.
 BG0043
 BG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU706980(NAD 83)
 BG0043_MARKER: DB = BENCH MARK DISK
 BG0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0043_STAMPING: B 162 1955
 BG0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0043+STABILITY: SURFACE MOTION
 BG0043
 BG0043  HISTORY     - Date     Condition        Report By
 BG0043  HISTORY     - 1955     MONUMENTED       CGS
 BG0043  HISTORY     - 1965     GOOD             NGS
 BG0043
 BG0043                          STATION DESCRIPTION
 BG0043
 BG0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG0043'0.9 MI S FROM MOLINO.
 BG0043'ABOUT 0.9 MILE SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE R.R.
 BG0043'FROM THE SITE OF THE NOW REMOVED STATION AT MOLINO (BENCH MARK
 BG0043'NO. A 162), ABOUT 750 YARDS (55 RAILS) S ALONG R.R. FROM PUBLIC
 BG0043'ROAD CROSSING, 27 YARDS N OF NO. 628 R.R. MILEPOST, 24 YARDS S
 BG0043'OF SWITCH STAND ON S END OF LONG MOLINO SIDING, 45 FEET E OF E
 BG0043'RAIL OF THE MAIN LINE, 2.3 FEET LOWER THAN TOP OF SAME, 1.5 FEET
 BG0043'N OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0088 ***********************************************************************
 BG0088  DESIGNATION -  B 163
 BG0088  PID         -  BG0088
 BG0088  STATE/COUNTY-  FL/ESCAMBIA
 BG0088  USGS QUAD   -  CANTONMENT (1987)
 BG0088
 BG0088                         *CURRENT SURVEY CONTROL
 BG0088  ___________________________________________________________________
 BG0088* NAD 83(1986)-  30 31 53.     (N)    087 15 44.     (W)     SCALED    
 BG0088* NAVD 88     -        40.617  (meters)     133.26   (feet)  ADJUSTED  
 BG0088  ___________________________________________________________________
 BG0088  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG0088  DYNAMIC HT  -          40.565 (meters)     133.09  (feet)  COMP
 BG0088  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 BG0088
 BG0088  VERT ORDER  -  FIRST     CLASS I
 BG0088
 BG0088.The horizontal coordinates were scaled from a topographic map and have
 BG0088.an estimated accuracy of +/- 6 seconds.
 BG0088
 BG0088.The orthometric height was determined by differential leveling
 BG0088.and adjusted by the National Geodetic Survey in June 1991..
 BG0088
 BG0088.The geoid height was determined by GEOID03.
 BG0088
 BG0088.The dynamic height is computed by dividing the NAVD 88
 BG0088.geopotential number by the normal gravity value computed on the
 BG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0088.degrees latitude (g = 980.6199 gals.).
 BG0088
 BG0088.The modeled gravity was interpolated from observed gravity values.
 BG0088
 BG0088;                    North         East    Units  Estimated Accuracy
 BG0088;SPC FL N     -   172,960.      334,950.      MT  (+/- 180 meters Scaled)
 BG0088
 BG0088                          SUPERSEDED SURVEY CONTROL
 BG0088
 BG0088  NGVD 29 (??/??/??)   40.567  (m)          133.09   (f) ADJUSTED    1 1
 BG0088
 BG0088.Superseded values are not recommended for survey control.
 BG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0088.See file dsdata.txt to determine how the superseded data were derived.
 BG0088
 BG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU748776(NAD 83)
 BG0088_MARKER: DB = BENCH MARK DISK
 BG0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0088_STAMPING: B 163 1955
 BG0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0088+STABILITY: SURFACE MOTION
 BG0088
 BG0088  HISTORY     - Date     Condition        Report By
 BG0088  HISTORY     - 1955     MONUMENTED       CGS
 BG0088  HISTORY     - 1974     GOOD             NGS
 BG0088  HISTORY     - 1981     GOOD             LOCSUR
 BG0088  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 BG0088
 BG0088                          STATION DESCRIPTION
 BG0088
 BG0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BG0088'0.8 MI E FROM ENSLEY.
 BG0088'0.85 MILE EAST ALONG U.S. HIGHWAY 90 ALT. (NINEMILE ROAD) FROM
 BG0088'THE U.S. HIGHWAY 29 OVERPASS AT ENSLEY, 133 FEET SOUTHEAST OF
 BG0088'THE SOUTHWEST CORNER OF MAJIK MARKET AND STATION, 95.5 FEET
 BG0088'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MARKET, 60 FEET
 BG0088'WEST OF THE CENTER OF CHEMSTRAND ROAD, 65 FEET NORTH OF THE
 BG0088'CENTER OF U.S. HIGHWAY 90 ALT. (WEST BOUND LANE), 11 FEET
 BG0088'WEST-NORTHWEST OF A FIRE HYDRANT, 1.7 FEET EAST OF A METAL WITNESS
 BG0088'POST AND A DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 BG0088'THAT IS SET FLUSH WITH THE GROUND SURFACE.
 BG0088
 BG0088                          STATION RECOVERY (1981)
 BG0088
 BG0088'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BG0088'RECOVERED IN GOOD CONDITION.
 BG0088
 BG0088                          STATION RECOVERY (2003)
 BG0088
 BG0088'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG0088'WITNESS POST AND FLA DOT SIGN ARE BOTH AT THE SITE,HOWEVER THE MARKER
 BG0088'COULD NOT BE FOUND.MONSANTO CREDIT UNION BUILDING IS NOW IN PLACE OF
 BG0088'MAJIK MARKET AND STATION THE MARK MAY BE THERE BUT THERE HAS BEEN A
 BG0088'LOT OF EXCAVATION IN THIS AREA IN RECENT YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0069 ***********************************************************************
 BD0069  DESIGNATION -  B 164
 BD0069  PID         -  BD0069
 BD0069  STATE/COUNTY-  FL/MADISON
 BD0069  USGS QUAD   -  HAMBURG (1993)
 BD0069
 BD0069                         *CURRENT SURVEY CONTROL
 BD0069  ___________________________________________________________________
 BD0069* NAD 83(1986)-  30 33 04.     (N)    083 36 04.     (W)     SCALED    
 BD0069* NAVD 88     -        31.996  (meters)     104.97   (feet)  ADJUSTED  
 BD0069  ___________________________________________________________________
 BD0069  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BD0069  DYNAMIC HT  -          31.954 (meters)     104.84  (feet)  COMP
 BD0069  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BD0069
 BD0069  VERT ORDER  -  FIRST     CLASS I
 BD0069
 BD0069.The horizontal coordinates were scaled from a topographic map and have
 BD0069.an estimated accuracy of +/- 6 seconds.
 BD0069
 BD0069.The orthometric height was determined by differential leveling
 BD0069.and adjusted by the National Geodetic Survey in June 1991..
 BD0069
 BD0069.The geoid height was determined by GEOID03.
 BD0069
 BD0069.The dynamic height is computed by dividing the NAVD 88
 BD0069.geopotential number by the normal gravity value computed on the
 BD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0069.degrees latitude (g = 980.6199 gals.).
 BD0069
 BD0069.The modeled gravity was interpolated from observed gravity values.
 BD0069
 BD0069;                    North         East    Units  Estimated Accuracy
 BD0069;SPC FL N     -   172,280.      686,240.      MT  (+/- 180 meters Scaled)
 BD0069
 BD0069                          SUPERSEDED SURVEY CONTROL
 BD0069
 BD0069  NGVD 29 (??/??/92)   32.209  (m)          105.67   (f) ADJ UNCH    1 1
 BD0069
 BD0069.Superseded values are not recommended for survey control.
 BD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0069.See file dsdata.txt to determine how the superseded data were derived.
 BD0069
 BD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP504827(NAD 83)
 BD0069_MARKER: DB = BENCH MARK DISK
 BD0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0069_STAMPING: B 164 1957
 BD0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0069+STABILITY: SURFACE MOTION
 BD0069
 BD0069  HISTORY     - Date     Condition        Report By
 BD0069  HISTORY     - 1957     MONUMENTED       CGS
 BD0069  HISTORY     - 1975     GOOD             NGS
 BD0069
 BD0069                          STATION DESCRIPTION
 BD0069
 BD0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD0069'6.1 MI N FROM GREENVILLE.
 BD0069'ABOUT 6.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 BD0069'AT GREENVILLE, ABOUT 5.9 MILES SOUTH OF THE ROAD CROSSING AT
 BD0069'LOVETT, ABOUT 191 YARDS NORTH OF MILE POST 45, AT A TRAIL
 BD0069'CROSSING, 41 1/2 FEET EAST OF EAST RAIL, 44 1/2 FEET EAST OF
 BD0069'CENTER OF CROSSING OF TRAIL AND TRACK, 27 FEET SOUTH OF CENTER OF
 BD0069'A GATE ACROSS TRAIL, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET
 BD0069'SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL
 BD0069'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BD0069'INCHES.  SEC 26, T 2N, R 7E.
 BD0069
 BD0069                          STATION RECOVERY (1975)
 BD0069
 BD0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BD0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0256 ***********************************************************************
 BG0256  DESIGNATION -  B 165
 BG0256  PID         -  BG0256
 BG0256  STATE/COUNTY-  FL/SANTA ROSA
 BG0256  USGS QUAD   -  MILTON SOUTH (1987)
 BG0256
 BG0256                         *CURRENT SURVEY CONTROL
 BG0256  ___________________________________________________________________
 BG0256* NAD 83(1986)-  30 34 39.     (N)    087 04 14.     (W)     SCALED    
 BG0256* NAVD 88     -        20.995  (meters)      68.88   (feet)  ADJUSTED  
 BG0256  ___________________________________________________________________
 BG0256  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG0256  DYNAMIC HT  -          20.968 (meters)      68.79  (feet)  COMP
 BG0256  MODELED GRAV-     979,359.7   (mgal)                       NAVD 88
 BG0256
 BG0256  VERT ORDER  -  FIRST     CLASS I
 BG0256
 BG0256.The horizontal coordinates were scaled from a topographic map and have
 BG0256.an estimated accuracy of +/- 6 seconds.
 BG0256
 BG0256.The orthometric height was determined by differential leveling
 BG0256.and adjusted by the National Geodetic Survey in June 1991..
 BG0256
 BG0256.The geoid height was determined by GEOID03.
 BG0256
 BG0256.The dynamic height is computed by dividing the NAVD 88
 BG0256.geopotential number by the normal gravity value computed on the
 BG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0256.degrees latitude (g = 980.6199 gals.).
 BG0256
 BG0256.The modeled gravity was interpolated from observed gravity values.
 BG0256
 BG0256;                    North         East    Units  Estimated Accuracy
 BG0256;SPC FL N     -   177,640.      353,450.      MT  (+/- 180 meters Scaled)
 BG0256
 BG0256                          SUPERSEDED SURVEY CONTROL
 BG0256
 BG0256  NGVD 29 (??/??/??)   20.943  (m)           68.71   (f) ADJUSTED    1 1
 BG0256
 BG0256.Superseded values are not recommended for survey control.
 BG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0256.See file dsdata.txt to determine how the superseded data were derived.
 BG0256
 BG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU932827(NAD 83)
 BG0256_MARKER: DB = BENCH MARK DISK
 BG0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0256_STAMPING: B 165 1955
 BG0256_MARK LOGO: CGS   
 BG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0256+STABILITY: SURFACE MOTION
 BG0256
 BG0256  HISTORY     - Date     Condition        Report By
 BG0256  HISTORY     - 1955     MONUMENTED       CGS
 BG0256  HISTORY     - 1968     GOOD             NGS
 BG0256  HISTORY     - 1984     GOOD             FLDNR
 BG0256
 BG0256                          STATION DESCRIPTION
 BG0256
 BG0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0256'3.4 MI SW FROM MILTON.
 BG0256'3.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0256'FROM THE STATION AT MILTON, 0.65 MILE SOUTHWEST OF A GRADED
 BG0256'DIRT ROAD CROSSING A GALT CITY, 0.3 MILE SOUTHWEST OF MILE
 BG0256'POST 667, AT THE SOUTHEAST CORNER OF ABANDONED U.S NAVY BAGDAD
 BG0256'OLF AIRFIELD, 59.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 BG0256'TRACKS, 2.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE ABANDONED
 BG0256'AIRFIELD, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 1.5
 BG0256'FEET BELOW THE LEVEL OF THE TRACKS AND SET IN A CONCRETE POST
 BG0256'PROJECTING 1-INCH ABOVE THE GROUND.  SEC 20, T 1 N, R 28 W
 BG0256
 BG0256                          STATION RECOVERY (1984)
 BG0256
 BG0256'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG0256'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS ALSO 20 FEET SOUTH OF
 BG0256'THE CENTERLINE OF A DIRT TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0260 ***********************************************************************
 BE0260  DESIGNATION -  B 166
 BE0260  PID         -  BE0260
 BE0260  STATE/COUNTY-  FL/JACKSON
 BE0260  USGS QUAD   -  COTTONDALE EAST (1994)
 BE0260
 BE0260                         *CURRENT SURVEY CONTROL
 BE0260  ___________________________________________________________________
 BE0260* NAD 83(1986)-  30 47 23.     (N)    085 16 15.     (W)     SCALED    
 BE0260* NAVD 88     -        51.273  (meters)     168.22   (feet)  ADJUSTED  
 BE0260  ___________________________________________________________________
 BE0260  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BE0260  DYNAMIC HT  -          51.207 (meters)     168.00  (feet)  COMP
 BE0260  MODELED GRAV-     979,353.0   (mgal)                       NAVD 88
 BE0260
 BE0260  VERT ORDER  -  FIRST     CLASS II
 BE0260
 BE0260.The horizontal coordinates were scaled from a topographic map and have
 BE0260.an estimated accuracy of +/- 6 seconds.
 BE0260
 BE0260.The orthometric height was determined by differential leveling
 BE0260.and adjusted by the National Geodetic Survey in June 1991..
 BE0260
 BE0260.The geoid height was determined by GEOID03.
 BE0260
 BE0260.The dynamic height is computed by dividing the NAVD 88
 BE0260.geopotential number by the normal gravity value computed on the
 BE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0260.degrees latitude (g = 980.6199 gals.).
 BE0260
 BE0260.The modeled gravity was interpolated from observed gravity values.
 BE0260
 BE0260;                    North         East    Units  Estimated Accuracy
 BE0260;SPC FL N     -   198,640.      526,220.      MT  (+/- 180 meters Scaled)
 BE0260
 BE0260                          SUPERSEDED SURVEY CONTROL
 BE0260
 BE0260  NGVD 29 (??/??/92)   51.396  (m)          168.62   (f) ADJ UNCH    1 2
 BE0260
 BE0260.Superseded values are not recommended for survey control.
 BE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0260.See file dsdata.txt to determine how the superseded data were derived.
 BE0260
 BE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV654075(NAD 83)
 BE0260_MARKER: DB = BENCH MARK DISK
 BE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0260_STAMPING: B 166 1955
 BE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0260+STABILITY: SURFACE MOTION
 BE0260
 BE0260  HISTORY     - Date     Condition        Report By
 BE0260  HISTORY     - 1955     MONUMENTED       CGS
 BE0260  HISTORY     - 1977     MARK NOT FOUND   USGS
 BE0260
 BE0260                          STATION DESCRIPTION
 BE0260
 BE0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BE0260'2.7 MI W FROM MARIANNA.
 BE0260'ABOUT 2.75 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BE0260'FROM THE STATION AT MARIANNA, ABOUT 160 YARDS EAST OF CENTER
 BE0260'OF CROSSING OF A NORTH-SOUTH POWER TRANSMISSION LINE, ABOUT
 BE0260'90 YARDS EAST OF A 24-INCH IRON PIPE CULVERT UNDER TRACK, 46
 BE0260'FEET NORTH-NORTHEAST OF NEAR RAIL, 82 1/2 FEET NORTHWEST AND
 BE0260'ACROSS TRACK FROM MILE POST 783, 1 FOOT SOUTH-SOUTHWEST OF A
 BE0260'FENCE LINE, 28 FEET NORTHEAST OF A TELEPHONE POLE WHICH IS
 BE0260'NEAR THE WEST END OF A CUT, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BE0260'POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF
 BE0260'A CONCRETE POST PROJECTING 2 INCHES.
 BE0260
 BE0260                          STATION RECOVERY (1977)
 BE0260
 BE0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BE0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0503 ***********************************************************************
 BG0503  DESIGNATION -  B 168
 BG0503  PID         -  BG0503
 BG0503  STATE/COUNTY-  FL/SANTA ROSA
 BG0503  USGS QUAD   -  FLORIDALE (1978)
 BG0503
 BG0503                         *CURRENT SURVEY CONTROL
 BG0503  ___________________________________________________________________
 BG0503* NAD 83(1986)-  30 39 56.     (N)    086 52 07.     (W)     SCALED    
 BG0503* NAVD 88     -        47.381  (meters)     155.45   (feet)  ADJUSTED  
 BG0503  ___________________________________________________________________
 BG0503  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG0503  DYNAMIC HT  -          47.321 (meters)     155.25  (feet)  COMP
 BG0503  MODELED GRAV-     979,371.2   (mgal)                       NAVD 88
 BG0503
 BG0503  VERT ORDER  -  FIRST     CLASS I
 BG0503
 BG0503.The horizontal coordinates were scaled from a topographic map and have
 BG0503.an estimated accuracy of +/- 6 seconds.
 BG0503
 BG0503.The orthometric height was determined by differential leveling
 BG0503.and adjusted by the National Geodetic Survey in June 1991..
 BG0503
 BG0503.The geoid height was determined by GEOID03.
 BG0503
 BG0503.The dynamic height is computed by dividing the NAVD 88
 BG0503.geopotential number by the normal gravity value computed on the
 BG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0503.degrees latitude (g = 980.6199 gals.).
 BG0503
 BG0503.The modeled gravity was interpolated from observed gravity values.
 BG0503
 BG0503;                    North         East    Units  Estimated Accuracy
 BG0503;SPC FL N     -   186,980.      373,020.      MT  (+/- 180 meters Scaled)
 BG0503
 BG0503                          SUPERSEDED SURVEY CONTROL
 BG0503
 BG0503  NGVD 29 (??/??/92)   47.465  (m)          155.72   (f) ADJ UNCH    1 1
 BG0503
 BG0503.Superseded values are not recommended for survey control.
 BG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0503.See file dsdata.txt to determine how the superseded data were derived.
 BG0503
 BG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU125925(NAD 83)
 BG0503_MARKER: DB = BENCH MARK DISK
 BG0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0503_STAMPING: B 168 1955
 BG0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0503+STABILITY: SURFACE MOTION
 BG0503
 BG0503  HISTORY     - Date     Condition        Report By
 BG0503  HISTORY     - 1955     MONUMENTED       CGS
 BG0503  HISTORY     - 1967     GOOD             NGS
 BG0503  HISTORY     - 1974     GOOD             FLDT
 BG0503  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG0503
 BG0503                          STATION DESCRIPTION
 BG0503
 BG0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG0503'7.9 MI SW FROM HOLT.
 BG0503'ABOUT 7.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 BG0503'RAILROAD FROM THE FLAG STATION AT HOLT, IN SECTION 20, R 26 W,
 BG0503'T 2 N, ABOUT 0.9 MILE NORTHEAST OF THE ROAD CROSSING IN THE SMALL
 BG0503'VILLAGE OF HAROLD, 114 1/2 FEET NORTHEAST OF MILEPOST 681, 76 1/2
 BG0503'FEET WEST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 90 AND
 BG0503'THE NORTHEAST END OF A CIRCLE DRIVE TO A ONE STORY FRAME HOUSE,
 BG0503'62 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90, 24.9
 BG0503'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.6 FEET SOUTHWEST OF A
 BG0503'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, 1 FOOT BELOW
 BG0503'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BG0503'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG0503
 BG0503                          STATION RECOVERY (1974)
 BG0503
 BG0503'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BG0503'RECOVERED IN GOOD CONDITION.
 BG0503
 BG0503                          STATION RECOVERY (1990)
 BG0503
 BG0503'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1277 ***********************************************************************
 BG1277  DESIGNATION -  B 169
 BG1277  PID         -  BG1277
 BG1277  STATE/COUNTY-  FL/OKALOOSA
 BG1277  USGS QUAD   -  SPENCER FLATS (1987)
 BG1277
 BG1277                         *CURRENT SURVEY CONTROL
 BG1277  ___________________________________________________________________
 BG1277* NAD 83(1986)-  30 44 34.     (N)    086 24 13.     (W)     SCALED    
 BG1277* NAVD 88     -        73.752  (meters)     241.97   (feet)  ADJUSTED  
 BG1277  ___________________________________________________________________
 BG1277  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BG1277  DYNAMIC HT  -          73.657 (meters)     241.66  (feet)  COMP
 BG1277  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 BG1277
 BG1277  VERT ORDER  -  FIRST     CLASS II
 BG1277
 BG1277.The horizontal coordinates were scaled from a topographic map and have
 BG1277.an estimated accuracy of +/- 6 seconds.
 BG1277
 BG1277.The orthometric height was determined by differential leveling
 BG1277.and adjusted by the National Geodetic Survey in June 1991..
 BG1277
 BG1277.The geoid height was determined by GEOID03.
 BG1277
 BG1277.The dynamic height is computed by dividing the NAVD 88
 BG1277.geopotential number by the normal gravity value computed on the
 BG1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1277.degrees latitude (g = 980.6199 gals.).
 BG1277
 BG1277.The modeled gravity was interpolated from observed gravity values.
 BG1277
 BG1277;                    North         East    Units  Estimated Accuracy
 BG1277;SPC FL N     -   194,710.      417,720.      MT  (+/- 180 meters Scaled)
 BG1277
 BG1277                          SUPERSEDED SURVEY CONTROL
 BG1277
 BG1277  NGVD 29 (??/??/92)   73.836  (m)          242.24   (f) ADJ UNCH    1 2
 BG1277
 BG1277.Superseded values are not recommended for survey control.
 BG1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1277.See file dsdata.txt to determine how the superseded data were derived.
 BG1277
 BG1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV570012(NAD 83)
 BG1277_MARKER: DB = BENCH MARK DISK
 BG1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1277_STAMPING: B 169 1955
 BG1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1277+STABILITY: SURFACE MOTION
 BG1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG1277+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 BG1277
 BG1277  HISTORY     - Date     Condition        Report By
 BG1277  HISTORY     - 1955     MONUMENTED       CGS
 BG1277  HISTORY     - 1965     GOOD             NGS
 BG1277  HISTORY     - 1990     GOOD             USPSQD
 BG1277  HISTORY     - 20050119 GOOD             OKCOGI
 BG1277
 BG1277                          STATION DESCRIPTION
 BG1277
 BG1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BG1277'5.1 MI W FROM MOSSY HEAD.
 BG1277'5.1 MILES W ALONG U.S. 90 HWY. AND LOUISVILLE AND NASHVILLE
 BG1277'RAILROAD FROM THE ROAD CROSSING AT MOSSY HEAD, ABOUT 0.55 MILE E
 BG1277'OF NO. 711 R.R. MILEPOST, 82 FEET WSW OF NO. 551 TELEPHONE
 BG1277'POLE, 25 FEET E OF NO. 3518 TELEPHONE POLE, 53 FEET S OF CENTER
 BG1277'LINE OF 24-FOOT HWY. PAVEMENT, 1.1 FEET LOWER THAN SAME, 27.3
 BG1277'FEET N OF N RAIL, 2.4 FEET LOWER THAN TOP OF SAME, 1.2 FEET S
 BG1277'OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND SURFACE.
 BG1277
 BG1277                          STATION RECOVERY (1990)
 BG1277
 BG1277'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG1277'RECOVERED IN GOOD CONDITION.
 BG1277
 BG1277                          STATION RECOVERY (2005)
 BG1277
 BG1277'RECOVERY NOTE BY OKALOOSA COUNTY GIS 2005
 BG1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2985 ***********************************************************************
 AD2985  DESIGNATION -  B 170
 AD2985  PID         -  AD2985
 AD2985  STATE/COUNTY-  FL/PALM BEACH
 AD2985  USGS QUAD   -  JUPITER (1983)
 AD2985
 AD2985                         *CURRENT SURVEY CONTROL
 AD2985  ___________________________________________________________________
 AD2985* NAD 83(1986)-  26 58 07.     (N)    080 05 34.     (W)     SCALED    
 AD2985* NAVD 88     -         4.521  (meters)      14.83   (feet)  ADJUSTED  
 AD2985  ___________________________________________________________________
 AD2985  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AD2985  DYNAMIC HT  -           4.514 (meters)      14.81  (feet)  COMP
 AD2985  MODELED GRAV-     979,092.6   (mgal)                       NAVD 88
 AD2985
 AD2985  VERT ORDER  -  FIRST     CLASS II
 AD2985
 AD2985.The horizontal coordinates were scaled from a topographic map and have
 AD2985.an estimated accuracy of +/- 6 seconds.
 AD2985
 AD2985.The orthometric height was determined by differential leveling
 AD2985.and adjusted by the National Geodetic Survey in June 1991..
 AD2985.WARNING-Repeat measurements at this control monument indicate possible
 AD2985.vertical movement.
 AD2985
 AD2985.The geoid height was determined by GEOID03.
 AD2985
 AD2985.The dynamic height is computed by dividing the NAVD 88
 AD2985.geopotential number by the normal gravity value computed on the
 AD2985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2985.degrees latitude (g = 980.6199 gals.).
 AD2985
 AD2985.The modeled gravity was interpolated from observed gravity values.
 AD2985
 AD2985;                    North         East    Units  Estimated Accuracy
 AD2985;SPC FL E     -   292,250.      290,070.      MT  (+/- 180 meters Scaled)
 AD2985
 AD2985                          SUPERSEDED SURVEY CONTROL
 AD2985
 AD2985  NGVD 29 (09/01/92)    4.975  (m)           16.32   (f) ADJUSTED    1 2
 AD2985
 AD2985.Superseded values are not recommended for survey control.
 AD2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2985.See file dsdata.txt to determine how the superseded data were derived.
 AD2985
 AD2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900832(NAD 83)
 AD2985_MARKER: DB = BENCH MARK DISK
 AD2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2985_SP_SET: CONCRETE POST
 AD2985_STAMPING: B 170 1956
 AD2985_MARK LOGO: CGS   
 AD2985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2985+STABILITY: SURFACE MOTION
 AD2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2985+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AD2985
 AD2985  HISTORY     - Date     Condition        Report By
 AD2985  HISTORY     - 1956     MONUMENTED       CGS
 AD2985  HISTORY     - 1965     GOOD             NGS
 AD2985  HISTORY     - 1972     GOOD             NGS
 AD2985  HISTORY     - 1980     GOOD             FLDNR
 AD2985  HISTORY     - 1983     GOOD             LOCSUR
 AD2985  HISTORY     - 1986     GOOD             USPSQD
 AD2985  HISTORY     - 1987     GOOD             USPSQD
 AD2985  HISTORY     - 19910122 GOOD             NGS
 AD2985  HISTORY     - 20010426 GOOD             GCYI
 AD2985  HISTORY     - 20020722 GOOD             USPSQD
 AD2985  HISTORY     - 20030910 GOOD             USPSQD
 AD2985
 AD2985                          STATION DESCRIPTION
 AD2985
 AD2985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2985'2.3 MI N FROM JUPITER.
 AD2985'ABOUT 2.3 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2985'THE FREIGHT STATION AT JUPITER, 0.15 MILE SOUTH OF THE COUNTY
 AD2985'LINE (MARTIN-PALM BEACH), 83.5 FEET EAST OF AND ACROSS THE
 AD2985'TRACKS FROM MILEPOST 281, 81 FEET SOUTHWEST OF AND ACROSS A
 AD2985'SIDE TRACK FROM THE CENTER LINE OF THE OLD DIXIE HIGHWAY, 32.7
 AD2985'FEET NORTHEAST OF THE NORTHEAST RAIL OF MAIN TRACK, 41.5 FEET
 AD2985'WEST OF THE NORTHWEST CORNER OF A FENCE AROUND A FUEL STORAGE TANK,
 AD2985'7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK LEADING
 AD2985'TO STORAGE TANK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AD2985'2 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 30 OR 25,
 AD2985'R 42 E OR R 43 E, T 40 S.  NOTE-- A NEW MILEPOST 281 HAS BEEN
 AD2985'ESTABLISHED AND MARK IS 75 FEET EAST OF AND ACROSS THE TRACKS
 AD2985'FROM IT INSTEAD OF 83.5 FT.
 AD2985
 AD2985                          STATION RECOVERY (1972)
 AD2985
 AD2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2985'RECOVERED IN GOOD CONDITION.
 AD2985
 AD2985                          STATION RECOVERY (1980)
 AD2985
 AD2985'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2985'RECOVERED IN GOOD CONDITION.
 AD2985
 AD2985                          STATION RECOVERY (1983)
 AD2985
 AD2985'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AD2985'CHANGE DESC: 41.5 FEET WEST OF THE SOUTHWEST CORNER OF A FENCE AROUND
 AD2985'A FUEL STORAGE TANK' SHOULD READ' 30.5 FEET ETC.'
 AD2985
 AD2985                          STATION RECOVERY (1986)
 AD2985
 AD2985'RECOVERY NOTE BY US POWER SQUADRON 1986 (JRM)
 AD2985'RECOVERED IN GOOD CONDITION.
 AD2985
 AD2985                          STATION RECOVERY (1987)
 AD2985
 AD2985'RECOVERY NOTE BY US POWER SQUADRON 1987 (DRS)
 AD2985'RECOVERED IN GOOD CONDITION.
 AD2985
 AD2985                          STATION RECOVERY (1991)
 AD2985
 AD2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2985'0.4 KM (0.2 MI) WESTERLY ALONG TEQUESTA DRIVE FROM THE INTERSECTION
 AD2985'OF U.S. HIGHWAY 1 IN TEQUESTA, THENCE 1.3 KM (0.8 MI) NORTHERLY
 AD2985'ALONG DIXIE HIGHWAY, 0.2 KM (0.1 MI) SOUTH OF THE INTERSECTION OF
 AD2985'COUNTY LINE ROAD, 24.3 M (79.7 FT) SOUTHWEST OF AND LEVEL WITH THE
 AD2985'HIGHWAY CENTERLINE, 10.0 M (32.8 FT) NORTHEAST OF THE NEAR RAIL OF
 AD2985'THE MAIN TRACK, 9.4 M (30.8 FT) NORTH OF THE NORTHWEST CORNER OF A
 AD2985'CHAIN-LINK FENCE, 9.4 M (30.8 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 AD2985'OF A CHAIN-LINK FENCE, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST,
 AD2985'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD2985
 AD2985                          STATION RECOVERY (2001)
 AD2985
 AD2985'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001
 AD2985'RECOVERED AS DESCRIBED.
 AD2985
 AD2985                          STATION RECOVERY (2002)
 AD2985
 AD2985'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2985'WITNESS POST NOT ATTACHED. FOUND LYING ON GROUND NEXT TO MARK
 AD2985' 
 AD2985
 AD2985                          STATION RECOVERY (2003)
 AD2985
 AD2985'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2985'WITNESS POST MISSING.
 AD2985' 
 AD2985' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0017 ***********************************************************************
 BC0017  DESIGNATION -  B 172
 BC0017  PID         -  BC0017
 BC0017  STATE/COUNTY-  FL/NASSAU
 BC0017  USGS QUAD   -  HILLIARD (1992)
 BC0017
 BC0017                         *CURRENT SURVEY CONTROL
 BC0017  ___________________________________________________________________
 BC0017* NAD 83(1986)-  30 41 23.     (N)    081 55 11.     (W)     SCALED    
 BC0017* NAVD 88     -        20.678  (meters)      67.84   (feet)  ADJUSTED  
 BC0017  ___________________________________________________________________
 BC0017  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BC0017  DYNAMIC HT  -          20.652 (meters)      67.76  (feet)  COMP
 BC0017  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BC0017
 BC0017  VERT ORDER  -  FIRST     CLASS II
 BC0017
 BC0017.The horizontal coordinates were scaled from a topographic map and have
 BC0017.an estimated accuracy of +/- 6 seconds.
 BC0017
 BC0017.The orthometric height was determined by differential leveling
 BC0017.and adjusted by the National Geodetic Survey in June 1991..
 BC0017
 BC0017.The geoid height was determined by GEOID03.
 BC0017
 BC0017.The dynamic height is computed by dividing the NAVD 88
 BC0017.geopotential number by the normal gravity value computed on the
 BC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0017.degrees latitude (g = 980.6199 gals.).
 BC0017
 BC0017.The modeled gravity was interpolated from observed gravity values.
 BC0017
 BC0017;                    North         East    Units  Estimated Accuracy
 BC0017;SPC FL E     -   704,690.      111,880.      MT  (+/- 180 meters Scaled)
 BC0017
 BC0017                          SUPERSEDED SURVEY CONTROL
 BC0017
 BC0017  NGVD 29 (09/01/92)   20.977  (m)           68.82   (f) ADJUSTED    1 2
 BC0017
 BC0017.Superseded values are not recommended for survey control.
 BC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0017.See file dsdata.txt to determine how the superseded data were derived.
 BC0017
 BC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP119955(NAD 83)
 BC0017_MARKER: DB = BENCH MARK DISK
 BC0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0017_SP_SET: COPPER-CLAD STEEL ROD
 BC0017_STAMPING: B 172 1956
 BC0017_MARK LOGO: CGS   
 BC0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0017+STABILITY: SURFACE MOTION
 BC0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0017+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1995
 BC0017
 BC0017  HISTORY     - Date     Condition        Report By
 BC0017  HISTORY     - 1956     MONUMENTED       CGS
 BC0017  HISTORY     - 1985     GOOD             FLDNR
 BC0017  HISTORY     - 19900110 GOOD             FLDNR
 BC0017  HISTORY     - 19950217 GOOD             NGS
 BC0017
 BC0017                          STATION DESCRIPTION
 BC0017
 BC0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BC0017'AT HILLIARD.
 BC0017'AT HILLIARD, ALONG THE ATLANTIC COAST LINE RAILROAD, ABOUT 2
 BC0017'TELEPHONE POLES NORTHWEST OF MILE POST 614, 76 FEET SOUTHWEST OF
 BC0017'SOUTHWEST RAIL OF SOUTHWEST TRACK, 194 FEET WEST-NORTHWEST OF
 BC0017'CENTER OF CROSSING OF SOUTHWEST TRACK AND A BLACK TOP ROAD, 175
 BC0017'FEET NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, 126 1/2 FEET
 BC0017'SOUTHWEST AND ACROSS TRACK FROM SOUTH CORNER OF RAILROAD STATION,
 BC0017'94 FEET NORTH-NORTHWEST OF NORTH CORNER OF A SECTION HOUSE, 4
 BC0017'FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE,
 BC0017'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BC0017'BELOW LEVEL OF TRACK AND IS A DISK ON COPPER COATED STEEL ROD
 BC0017'PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE PROJECTING
 BC0017'6 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 18 FEET.
 BC0017
 BC0017                          STATION RECOVERY (1985)
 BC0017
 BC0017'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0017'RECOVERED IN GOOD CONDITION EXCEPT THE RAILROAD STATION AND FENCE
 BC0017'LINE ARE GONE, AND THE MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS
 BC0017'POST.
 BC0017
 BC0017                          STATION RECOVERY (1990)
 BC0017
 BC0017'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 BC0017'THE MARK IS IN HILLIARD IN SECTION 9, T 3 N, R 24 E.
 BC0017'TO REACH THE MARK FROM THE POST OFFICE IN HILLIARD, GO SOUTHEAST ON
 BC0017'U.S. HIGHWAY 1, 23, 301 FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF
 BC0017'COUNTY ROAD 108 (SECOND STREET), TURN RIGHT ON COUNTY ROAD 108
 BC0017'(SECOND STREET) AND GO WEST-SOUTHWEST AND ACROSS THE RAILROAD TRACKS
 BC0017'FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF A
 BC0017'COPPER CLAD STEEL ROD AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 BC0017'TRACK.
 BC0017'LOCATED 195.0 FT (59.4 M) WEST-NORTHWEST OF THE CENTER OF THE RAILROAD
 BC0017'TRACKS AND COUNTY ROAD 108 (SECOND STREET), 179.0 FT (54.6 M)
 BC0017'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 108 (SECOND STREET), 75.8
 BC0017'FT (23.1 M) WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 BC0017'0.9 FT (27.4 CM) NORTHWEST OF A METAL WITNESS POST AND 0.6 FT
 BC0017'(18.3 CM) SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 BC0017
 BC0017                          STATION RECOVERY (1995)
 BC0017
 BC0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 BC0017'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0327 ***********************************************************************
 BC0327  DESIGNATION -  B 173
 BC0327  PID         -  BC0327
 BC0327  STATE/COUNTY-  FL/DUVAL
 BC0327  USGS QUAD   -  JACKSONVILLE (1994)
 BC0327
 BC0327                         *CURRENT SURVEY CONTROL
 BC0327  ___________________________________________________________________
 BC0327* NAD 83(1986)-  30 20 27.     (N)    081 41 31.     (W)     SCALED    
 BC0327* NAVD 88     -         8.230  (meters)      27.00   (feet)  ADJUSTED  
 BC0327  ___________________________________________________________________
 BC0327  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BC0327  DYNAMIC HT  -           8.219 (meters)      26.97  (feet)  COMP
 BC0327  MODELED GRAV-     979,364.9   (mgal)                       NAVD 88
 BC0327
 BC0327  VERT ORDER  -  FIRST     CLASS II
 BC0327
 BC0327.The horizontal coordinates were scaled from a topographic map and have
 BC0327.an estimated accuracy of +/- 6 seconds.
 BC0327
 BC0327.The orthometric height was determined by differential leveling
 BC0327.and adjusted by the National Geodetic Survey in June 1991..
 BC0327
 BC0327.The geoid height was determined by GEOID03.
 BC0327
 BC0327.The dynamic height is computed by dividing the NAVD 88
 BC0327.geopotential number by the normal gravity value computed on the
 BC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0327.degrees latitude (g = 980.6199 gals.).
 BC0327
 BC0327.The modeled gravity was interpolated from observed gravity values.
 BC0327
 BC0327;                    North         East    Units  Estimated Accuracy
 BC0327;SPC FL E     -   665,850.      133,470.      MT  (+/- 180 meters Scaled)
 BC0327
 BC0327                          SUPERSEDED SURVEY CONTROL
 BC0327
 BC0327  NGVD 29 (??/??/92)    8.554  (m)           28.06   (f) ADJ UNCH    1 2
 BC0327
 BC0327.Superseded values are not recommended for survey control.
 BC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0327.See file dsdata.txt to determine how the superseded data were derived.
 BC0327
 BC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP334567(NAD 83)
 BC0327_MARKER: DB = BENCH MARK DISK
 BC0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0327_STAMPING: B 173 1956
 BC0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0327+STABILITY: SURFACE MOTION
 BC0327
 BC0327  HISTORY     - Date     Condition        Report By
 BC0327  HISTORY     - 1956     MONUMENTED       CGS
 BC0327  HISTORY     - 1978     MARK NOT FOUND   NGS
 BC0327
 BC0327                          STATION DESCRIPTION
 BC0327
 BC0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BC0327'AT JACKSONVILLE.
 BC0327'AT JACKSONVILLE, ABOUT 1.8 MILES NORTHWEST ALONG THE ATLANTIC
 BC0327'COAST LINE RAILROAD FROM THE UNION STATION, ABOUT 0.65 MILE
 BC0327'NORTHWEST OF OVERPASS OF BEAVER STREET OVER THE TRACKS, ABOUT
 BC0327'88 YARDS SOUTHWEST OF INTERSECTION OF SECOND AND MC MILLAN
 BC0327'STREETS, ABOUT 0.1 MILE WEST OF S.P. LIVINGSTON SCHOOL FOR
 BC0327'COLORED, 16 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 4 FEET
 BC0327'NORTHEAST OF MILE POST 642, 61 1/2 FEET SOUTHWEST OF TELEPHONE
 BC0327'POLE NO. 37, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND SET
 BC0327'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BC0327
 BC0327                          STATION RECOVERY (1978)
 BC0327
 BC0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0327'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0077 ***********************************************************************
 AS0077  DESIGNATION -  B 174
 AS0077  PID         -  AS0077
 AS0077  STATE/COUNTY-  FL/GULF
 AS0077  USGS QUAD   -  PORT ST JOE (1992)
 AS0077
 AS0077                         *CURRENT SURVEY CONTROL
 AS0077  ___________________________________________________________________
 AS0077* NAD 83(1986)-  29 47 02.     (N)    085 18 03.     (W)     SCALED    
 AS0077* NAVD 88     -         1.341  (meters)       4.40   (feet)  ADJUSTED  
 AS0077  ___________________________________________________________________
 AS0077  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AS0077  DYNAMIC HT  -           1.339 (meters)       4.39  (feet)  COMP
 AS0077  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 AS0077
 AS0077  VERT ORDER  -  FIRST     CLASS I
 AS0077
 AS0077.The horizontal coordinates were scaled from a topographic map and have
 AS0077.an estimated accuracy of +/- 6 seconds.
 AS0077
 AS0077.The orthometric height was determined by differential leveling
 AS0077.and adjusted by the National Geodetic Survey in June 1991..
 AS0077
 AS0077.The geoid height was determined by GEOID03.
 AS0077
 AS0077.The dynamic height is computed by dividing the NAVD 88
 AS0077.geopotential number by the normal gravity value computed on the
 AS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0077.degrees latitude (g = 980.6199 gals.).
 AS0077
 AS0077.The modeled gravity was interpolated from observed gravity values.
 AS0077
 AS0077;                    North         East    Units  Estimated Accuracy
 AS0077;SPC FL N     -    87,160.      522,570.      MT  (+/- 180 meters Scaled)
 AS0077
 AS0077                          SUPERSEDED SURVEY CONTROL
 AS0077
 AS0077  NGVD 29 (??/??/92)    1.485  (m)            4.87   (f) ADJ UNCH    1 1
 AS0077
 AS0077.Superseded values are not recommended for survey control.
 AS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0077.See file dsdata.txt to determine how the superseded data were derived.
 AS0077
 AS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT642960(NAD 83)
 AS0077_MARKER: DB = BENCH MARK DISK
 AS0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0077_SP_SET: CULVERT
 AS0077_STAMPING: B 174 1957
 AS0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0077
 AS0077  HISTORY     - Date     Condition        Report By
 AS0077  HISTORY     - 1957     MONUMENTED       CGS
 AS0077  HISTORY     - 1967     GOOD             NGS
 AS0077  HISTORY     - 1975     GOOD             NGS
 AS0077  HISTORY     - 1985     GOOD             USPSQD
 AS0077  HISTORY     - 1985     GOOD             USPSQD
 AS0077  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AS0077  HISTORY     - 1987     GOOD             USPSQD
 AS0077  HISTORY     - 1989     GOOD             USPSQD
 AS0077  HISTORY     - 1990     GOOD             USPSQD
 AS0077  HISTORY     - 19910621 GOOD             USPSQD
 AS0077  HISTORY     - 19940901 GOOD             USPSQD
 AS0077  HISTORY     - 19990420 GOOD             USPSQD
 AS0077
 AS0077                          STATION DESCRIPTION
 AS0077
 AS0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0077'1.9 MI SE FROM PORT ST JOE.
 AS0077'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 AS0077'OF STATE HIGHWAY 71 AT PORT ST JOE, IN SECTION 13, R 11 W,
 AS0077'T 8 S, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 AS0077'S 30 LEADING SOUTH, SET ON THE TOP OF THE NORTH END OF THE
 AS0077'WEST CONCRETE HEAD WALL FOR AN 8-FOOT BOX CULVERT UNDER THE
 AS0077'HIGHWAY, 31 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AS0077'AND 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AS0077
 AS0077                          STATION RECOVERY (1975)
 AS0077
 AS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1985)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1985)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1987)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1987 (ASK)
 AS0077'MARK NOT FOUND.
 AS0077
 AS0077                          STATION RECOVERY (1987)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1989)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1990)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1991)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1994)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0077'RECOVERED IN GOOD CONDITION.
 AS0077
 AS0077                          STATION RECOVERY (1999)
 AS0077
 AS0077'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0835 ***********************************************************************
 BE0835  DESIGNATION -  B 175
 BE0835  PID         -  BE0835
 BE0835  STATE/COUNTY-  FL/BAY
 BE0835  USGS QUAD   -  LONG POINT (1982)
 BE0835
 BE0835                         *CURRENT SURVEY CONTROL
 BE0835  ___________________________________________________________________
 BE0835* NAD 83(1986)-  30 03 10.     (N)    085 34 02.     (W)     SCALED    
 BE0835* NAVD 88     -         7.076  (meters)      23.22   (feet)  ADJUSTED  
 BE0835  ___________________________________________________________________
 BE0835  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE0835  DYNAMIC HT  -           7.066 (meters)      23.18  (feet)  COMP
 BE0835  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 BE0835
 BE0835  VERT ORDER  -  FIRST     CLASS II
 BE0835
 BE0835.The horizontal coordinates were scaled from a topographic map and have
 BE0835.an estimated accuracy of +/- 6 seconds.
 BE0835
 BE0835.The orthometric height was determined by differential leveling
 BE0835.and adjusted by the National Geodetic Survey in June 1991..
 BE0835
 BE0835.The geoid height was determined by GEOID03.
 BE0835
 BE0835.The dynamic height is computed by dividing the NAVD 88
 BE0835.geopotential number by the normal gravity value computed on the
 BE0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0835.degrees latitude (g = 980.6199 gals.).
 BE0835
 BE0835.The modeled gravity was interpolated from observed gravity values.
 BE0835
 BE0835;                    North         East    Units  Estimated Accuracy
 BE0835;SPC FL N     -   117,180.      497,090.      MT  (+/- 180 meters Scaled)
 BE0835
 BE0835                          SUPERSEDED SURVEY CONTROL
 BE0835
 BE0835  NGVD 29 (??/??/92)    7.221  (m)           23.69   (f) ADJ UNCH    1 2
 BE0835
 BE0835.Superseded values are not recommended for survey control.
 BE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0835.See file dsdata.txt to determine how the superseded data were derived.
 BE0835
 BE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU381254(NAD 83)
 BE0835_MARKER: DB = BENCH MARK DISK
 BE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0835_STAMPING: B 175
 BE0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0835+STABILITY: SURFACE MOTION
 BE0835
 BE0835  HISTORY     - Date     Condition        Report By
 BE0835  HISTORY     - UNK      MONUMENTED       CGS
 BE0835  HISTORY     - 1961     GOOD             NGS
 BE0835  HISTORY     - 1987     GOOD             USPSQD
 BE0835  HISTORY     - 1989     GOOD             USPSQD
 BE0835  HISTORY     - 1990     GOOD             USPSQD
 BE0835
 BE0835                          STATION DESCRIPTION
 BE0835
 BE0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BE0835'7.6 MI SE FROM PARKER.
 BE0835'7.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE MASONIC
 BE0835'TEMPLE AND POST OFFICE AT PARKER, 1.7 MILES SOUTHEAST OF THE
 BE0835'MAIN ENTRANCE TO TYNDALL AIR FORCE BASE, 116 FEET SOUTHWEST
 BE0835'OF THE CENTER LINE OF THE HIGHWAY, SOUTHWEST OF AND ACROSS THE
 BE0835'HIGHWAY FROM TELEPHONE POLE 486, 3 FEET EAST OF POWER POLE 853,
 BE0835'1.2 FEET SOUTHWEST OF A STEEL WITNESS POST, SET IN THE TOP OF
 BE0835'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BE0835
 BE0835                          STATION RECOVERY (1987)
 BE0835
 BE0835'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE0835'RECOVERED IN GOOD CONDITION.
 BE0835
 BE0835                          STATION RECOVERY (1989)
 BE0835
 BE0835'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0835'RECOVERED IN GOOD CONDITION.
 BE0835
 BE0835                          STATION RECOVERY (1990)
 BE0835
 BE0835'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0071 ***********************************************************************
 AS0071  DESIGNATION -  B 176
 AS0071  PID         -  AS0071
 AS0071  STATE/COUNTY-  FL/GULF
 AS0071  USGS QUAD   -  PORT ST JOE (1992)
 AS0071
 AS0071                         *CURRENT SURVEY CONTROL
 AS0071  ___________________________________________________________________
 AS0071* NAD 83(1986)-  29 49 56.     (N)    085 16 36.     (W)     SCALED    
 AS0071* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 AS0071  ___________________________________________________________________
 AS0071  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AS0071  DYNAMIC HT  -           4.297 (meters)      14.10  (feet)  COMP
 AS0071  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 AS0071
 AS0071  VERT ORDER  -  FIRST     CLASS I
 AS0071
 AS0071.The horizontal coordinates were scaled from a topographic map and have
 AS0071.an estimated accuracy of +/- 6 seconds.
 AS0071
 AS0071.The orthometric height was determined by differential leveling
 AS0071.and adjusted by the National Geodetic Survey in June 1991..
 AS0071
 AS0071.The geoid height was determined by GEOID03.
 AS0071
 AS0071.The dynamic height is computed by dividing the NAVD 88
 AS0071.geopotential number by the normal gravity value computed on the
 AS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0071.degrees latitude (g = 980.6199 gals.).
 AS0071
 AS0071.The modeled gravity was interpolated from observed gravity values.
 AS0071
 AS0071;                    North         East    Units  Estimated Accuracy
 AS0071;SPC FL N     -    92,510.      524,940.      MT  (+/- 180 meters Scaled)
 AS0071
 AS0071                          SUPERSEDED SURVEY CONTROL
 AS0071
 AS0071  NGVD 29 (??/??/92)    4.442  (m)           14.57   (f) ADJ UNCH    1 1
 AS0071
 AS0071.Superseded values are not recommended for survey control.
 AS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0071.See file dsdata.txt to determine how the superseded data were derived.
 AS0071
 AS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU665014(NAD 83)
 AS0071_MARKER: DB = BENCH MARK DISK
 AS0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0071_SP_SET: CULVERT
 AS0071_STAMPING: B 176 1957
 AS0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0071
 AS0071  HISTORY     - Date     Condition        Report By
 AS0071  HISTORY     - 1957     MONUMENTED       CGS
 AS0071  HISTORY     - 1967     GOOD             NGS
 AS0071  HISTORY     - 1984     GOOD             USPSQD
 AS0071  HISTORY     - 1985     GOOD             USPSQD
 AS0071  HISTORY     - 1988     GOOD             USPSQD
 AS0071  HISTORY     - 1989     GOOD             USPSQD
 AS0071  HISTORY     - 1990     GOOD             USPSQD
 AS0071  HISTORY     - 19910621 GOOD             USPSQD
 AS0071  HISTORY     - 19940901 GOOD             USPSQD
 AS0071  HISTORY     - 19990420 GOOD             USPSQD
 AS0071
 AS0071                          STATION DESCRIPTION
 AS0071
 AS0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0071'2.2 MI NE FROM PORT ST JOE.
 AS0071'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 71 FROM THE
 AS0071'JUNCTION OF U.S. HIGHWAY 98 AT PORT ST JOE, IN SECTION 31, R
 AS0071'10 W, T 7 S, ABOUT 0.3 MILE NORTHEAST OF THE JUNCTION OF A
 AS0071'DRIVEWAY LEADING NORTHWEST TO THE GULF RIFLE CLUB, SET ON THE
 AS0071'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL
 AS0071'FOR A 20-FOOT CONCRETE BOX CULVERT WITH ONE DIVIDING PIER,
 AS0071'22 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AS0071'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AS0071
 AS0071                          STATION RECOVERY (1984)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1984
 AS0071'LETTER 'B' HAS BEEN STAMPED OVER.
 AS0071
 AS0071                          STATION RECOVERY (1985)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0071'RECOVERED IN GOOD CONDITION.
 AS0071
 AS0071                          STATION RECOVERY (1988)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0071'RECOVERED IN GOOD CONDITION.
 AS0071
 AS0071                          STATION RECOVERY (1989)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0071'RECOVERED IN GOOD CONDITION.
 AS0071
 AS0071                          STATION RECOVERY (1990)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0071'RECOVERED IN GOOD CONDITION.
 AS0071
 AS0071                          STATION RECOVERY (1991)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0071'RECOVERED IN GOOD CONDITION.
 AS0071
 AS0071                          STATION RECOVERY (1994)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0071'RECOVERED IN GOOD CONDITION.
 AS0071
 AS0071                          STATION RECOVERY (1999)
 AS0071
 AS0071'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0091 ***********************************************************************
 AS0091  DESIGNATION -  B 177
 AS0091  PID         -  AS0091
 AS0091  STATE/COUNTY-  FL/GULF
 AS0091  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0091
 AS0091                         *CURRENT SURVEY CONTROL
 AS0091  ___________________________________________________________________
 AS0091* NAD 83(1986)-  29 44 52.     (N)    085 18 10.     (W)     SCALED    
 AS0091* NAVD 88     -         1.086  (meters)       3.56   (feet)  ADJUSTED  
 AS0091  ___________________________________________________________________
 AS0091  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AS0091  DYNAMIC HT  -           1.084 (meters)       3.56  (feet)  COMP
 AS0091  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AS0091
 AS0091  VERT ORDER  -  FIRST     CLASS I
 AS0091
 AS0091.The horizontal coordinates were scaled from a topographic map and have
 AS0091.an estimated accuracy of +/- 6 seconds.
 AS0091
 AS0091.The orthometric height was determined by differential leveling
 AS0091.and adjusted by the National Geodetic Survey in June 1991..
 AS0091
 AS0091.The geoid height was determined by GEOID03.
 AS0091
 AS0091.The dynamic height is computed by dividing the NAVD 88
 AS0091.geopotential number by the normal gravity value computed on the
 AS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0091.degrees latitude (g = 980.6199 gals.).
 AS0091
 AS0091.The modeled gravity was interpolated from observed gravity values.
 AS0091
 AS0091;                    North         East    Units  Estimated Accuracy
 AS0091;SPC FL N     -    83,160.      522,350.      MT  (+/- 180 meters Scaled)
 AS0091
 AS0091                          SUPERSEDED SURVEY CONTROL
 AS0091
 AS0091  NGVD 29 (??/??/92)    1.230  (m)            4.04   (f) ADJ UNCH    1 1
 AS0091
 AS0091.Superseded values are not recommended for survey control.
 AS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0091.See file dsdata.txt to determine how the superseded data were derived.
 AS0091
 AS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT641920(NAD 83)
 AS0091_MARKER: DB = BENCH MARK DISK
 AS0091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0091_SP_SET: 58 FEET
 AS0091_STAMPING: B 177 1957
 AS0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0091
 AS0091  HISTORY     - Date     Condition        Report By
 AS0091  HISTORY     - 1957     MONUMENTED       CGS
 AS0091  HISTORY     - 1967     GOOD             NGS
 AS0091  HISTORY     - 1984     GOOD             USPSQD
 AS0091  HISTORY     - 1985     GOOD             USPSQD
 AS0091  HISTORY     - 1987     GOOD             USPSQD
 AS0091  HISTORY     - 1989     GOOD             USPSQD
 AS0091  HISTORY     - 1990     GOOD             USPSQD
 AS0091  HISTORY     - 19910621 GOOD             USPSQD
 AS0091  HISTORY     - 19940901 GOOD             USPSQD
 AS0091  HISTORY     - 19990420 GOOD             USPSQD
 AS0091
 AS0091                          STATION DESCRIPTION
 AS0091
 AS0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0091'4.5 MI S FROM PORT ST JOE.
 AS0091'ABOUT 2.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE
 AS0091'JUNCTION OF STATE HIGHWAY 71 AT PORT ST JOE, THENCE 2.4 MILES
 AS0091'SOUTH ALONG STATE HIGHWAY S 30, IN SECTION 36, R 11 W, T 8 S,
 AS0091'IN THE FRONT YARD OF A SMALL WHITE HOUSE WITH GREEN TRIM, 97
 AS0091'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 116 1/2 FEET
 AS0091'SOUTHEAST OF A WELL WITH A 2-INCH STEEL CASING, 288 1/2 FEET
 AS0091'SOUTHWEST OF THE SOUTHWEST CORNER OF A 10-FOOT CONCRETE BRIDGE
 AS0091'OVER A STREAM, 36.4 FEET NORTHEAST OF THE SOUTHEAST CORNER
 AS0091'OF THE HOUSE, 0.7 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE
 AS0091'SIDEWALK, ABOUT LEVEL WITH THE TOP OF THE SIDEWALK, 2 1/2
 AS0091'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP
 AS0091'OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 AS0091'BY A 4 INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS
 AS0091'REFUSED AT 58 FEET.
 AS0091
 AS0091                          STATION RECOVERY (1984)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1984
 AS0091'RECOVERED IN GOOD CONDITION.
 AS0091
 AS0091                          STATION RECOVERY (1985)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0091'RECOVERED IN GOOD CONDITION.
 AS0091
 AS0091                          STATION RECOVERY (1987)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0091'RECOVERED IN GOOD CONDITION.
 AS0091
 AS0091                          STATION RECOVERY (1989)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0091'RECOVERED IN GOOD CONDITION.
 AS0091
 AS0091                          STATION RECOVERY (1990)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0091'RECOVERED IN GOOD CONDITION.
 AS0091
 AS0091                          STATION RECOVERY (1991)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0091'RECOVERED IN GOOD CONDITION.
 AS0091
 AS0091                          STATION RECOVERY (1994)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0091'RECOVERED IN GOOD CONDITION.
 AS0091
 AS0091                          STATION RECOVERY (1999)
 AS0091
 AS0091'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2254 ***********************************************************************
 BG2254  DESIGNATION -  B 178
 BG2254  PID         -  BG2254
 BG2254  STATE/COUNTY-  FL/WALTON
 BG2254  USGS QUAD   -  GRAYTON BEACH (1976)
 BG2254
 BG2254                         *CURRENT SURVEY CONTROL
 BG2254  ___________________________________________________________________
 BG2254* NAD 83(1986)-  30 21 29.     (N)    086 08 53.     (W)     SCALED    
 BG2254* NAVD 88     -         8.087  (meters)      26.53   (feet)  ADJUSTED  
 BG2254  ___________________________________________________________________
 BG2254  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BG2254  DYNAMIC HT  -           8.076 (meters)      26.50  (feet)  COMP
 BG2254  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BG2254
 BG2254  VERT ORDER  -  FIRST     CLASS II
 BG2254
 BG2254.The horizontal coordinates were scaled from a topographic map and have
 BG2254.an estimated accuracy of +/- 6 seconds.
 BG2254
 BG2254.The orthometric height was determined by differential leveling
 BG2254.and adjusted by the National Geodetic Survey in June 1991..
 BG2254
 BG2254.The geoid height was determined by GEOID03.
 BG2254
 BG2254.The dynamic height is computed by dividing the NAVD 88
 BG2254.geopotential number by the normal gravity value computed on the
 BG2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2254.degrees latitude (g = 980.6199 gals.).
 BG2254
 BG2254.The modeled gravity was interpolated from observed gravity values.
 BG2254
 BG2254;                    North         East    Units  Estimated Accuracy
 BG2254;SPC FL N     -   151,680.      441,570.      MT  (+/- 180 meters Scaled)
 BG2254
 BG2254                          SUPERSEDED SURVEY CONTROL
 BG2254
 BG2254  NGVD 29 (??/??/92)    8.203  (m)           26.91   (f) ADJ UNCH    1 2
 BG2254
 BG2254.Superseded values are not recommended for survey control.
 BG2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2254.See file dsdata.txt to determine how the superseded data were derived.
 BG2254
 BG2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU818587(NAD 83)
 BG2254_MARKER: DB = BENCH MARK DISK
 BG2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2254_STAMPING: B 178 1957
 BG2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2254+STABILITY: SURFACE MOTION
 BG2254
 BG2254  HISTORY     - Date     Condition        Report By
 BG2254  HISTORY     - 1957     MONUMENTED       CGS
 BG2254  HISTORY     - 1961     GOOD             NGS
 BG2254  HISTORY     - 1975     GOOD             NGS
 BG2254  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 BG2254  HISTORY     - 19931230 POOR             USPSQD
 BG2254
 BG2254                          STATION DESCRIPTION
 BG2254
 BG2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BG2254'4.8 MI E FROM SANTA ROSA BEACH.
 BG2254'4.8 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT
 BG2254'SANTA ROSA BEACH, 1.8 MILES EAST OF A JUNCTION WITH U.S. HIGHWAY
 BG2254'331, 195 YARDS EAST OF A 30 INCH CONCRETE HIGHWAY CULVERT, 48
 BG2254'FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY 99 FT. WEST OF
 BG2254'TELEPHONE POLE 19, 1.1 FT. SOUTH OF A STEEL WITNESS POST, SET IN
 BG2254'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE
 BG2254'GROUND.
 BG2254
 BG2254                          STATION RECOVERY (1975)
 BG2254
 BG2254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2254'RECOVERED IN GOOD CONDITION.
 BG2254
 BG2254                          STATION RECOVERY (1991)
 BG2254
 BG2254'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2254'MARK NOT FOUND.
 BG2254
 BG2254                          STATION RECOVERY (1993)
 BG2254
 BG2254'RECOVERY NOTE BY US POWER SQUADRON 1993
 BG2254'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1976 ***********************************************************************
 BG1976  DESIGNATION -  B 179
 BG1976  PID         -  BG1976
 BG1976  STATE/COUNTY-  FL/OKALOOSA
 BG1976  USGS QUAD   -  MARY ESTHER (1994)
 BG1976
 BG1976                         *CURRENT SURVEY CONTROL
 BG1976  ___________________________________________________________________
 BG1976* NAD 83(1986)-  30 27 00.     (N)    086 38 13.     (W)     SCALED    
 BG1976* NAVD 88     -        12.740  (meters)      41.80   (feet)  ADJUSTED  
 BG1976  ___________________________________________________________________
 BG1976  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BG1976  DYNAMIC HT  -          12.724 (meters)      41.75  (feet)  COMP
 BG1976  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 BG1976
 BG1976  VERT ORDER  -  FIRST     CLASS I
 BG1976
 BG1976.The horizontal coordinates were scaled from a topographic map and have
 BG1976.an estimated accuracy of +/- 6 seconds.
 BG1976
 BG1976.The orthometric height was determined by differential leveling
 BG1976.and adjusted by the National Geodetic Survey in June 1991..
 BG1976.WARNING-Repeat measurements at this control monument indicate possible
 BG1976.vertical movement.
 BG1976
 BG1976.The geoid height was determined by GEOID03.
 BG1976
 BG1976.The dynamic height is computed by dividing the NAVD 88
 BG1976.geopotential number by the normal gravity value computed on the
 BG1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1976.degrees latitude (g = 980.6199 gals.).
 BG1976
 BG1976.The modeled gravity was interpolated from observed gravity values.
 BG1976
 BG1976;                    North         East    Units  Estimated Accuracy
 BG1976;SPC FL N     -   162,650.      394,770.      MT  (+/- 180 meters Scaled)
 BG1976
 BG1976                          SUPERSEDED SURVEY CONTROL
 BG1976
 BG1976  NGVD 29 (??/??/92)   12.814  (m)           42.04   (f) ADJ UNCH    1 1
 BG1976
 BG1976.Superseded values are not recommended for survey control.
 BG1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1976.See file dsdata.txt to determine how the superseded data were derived.
 BG1976
 BG1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU348687(NAD 83)
 BG1976_MARKER: DB = BENCH MARK DISK
 BG1976_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG1976_SP_SET: COPPER-CLAD STEEL ROD
 BG1976_STAMPING: B 179 1957
 BG1976_MARK LOGO: CGS   
 BG1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG1976+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 BG1976
 BG1976  HISTORY     - Date     Condition        Report By
 BG1976  HISTORY     - 1957     MONUMENTED       CGS
 BG1976  HISTORY     - 1967     GOOD             NGS
 BG1976  HISTORY     - 1975     GOOD             NGS
 BG1976  HISTORY     - 1985     GOOD             FLDNR
 BG1976  HISTORY     - 1989     GOOD             USPSQD
 BG1976  HISTORY     - 19960224 GOOD             USPSQD
 BG1976  HISTORY     - 20030509 GOOD             USPSQD
 BG1976
 BG1976                          STATION DESCRIPTION
 BG1976
 BG1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BG1976'0.5 MI S FROM WRIGHT.
 BG1976'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 189 (NORTH BEAL STREET)
 BG1976'FROM THE JUNCTION OF STATE HIGHWAY S 85 A AT WRIGHT, IN SECTION
 BG1976'3, R 24 W, T 2 S, 443 FEET EAST ALONG RACE TRACK ROAD FROM THE
 BG1976'CENTER LINE OF STATE HIGHWAY 189, 124 FEET WEST OF THE NORTHWEST
 BG1976'CORNER OF THE WRIGHT ASSEMBLY OF GOD CHURCH, 92 FEET NORTH OF
 BG1976'THE NORTH END OF THE HEADSTONE OF MR. J.R. RIDDLE MARKED
 BG1976'1855-1930, 53 FEET NORTH OF THE NORTHWEST CORNER OF A CEMETERY,
 BG1976'62 FEET SOUTH OF THE CENTER LINE OF RACE TRACK ROAD, 10 FEET
 BG1976'SOUTH OF A FENCE CORNER, 1.5 FEET NORTH OF A WOODEN WITNESS
 BG1976'POST, 1/2 FOOT BELOW THE LEVEL OF THE ROAD AND IS A DISK ON THE
 BG1976'TOP OF A COPPER COATED STEEL ROD PROJECTING 1 1/2 INCH ABOVE THE
 BG1976'LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH TILE WHICH
 BG1976'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 BG1976'DRIVEN TO A DEPTH OF 50 FEET.
 BG1976
 BG1976                          STATION RECOVERY (1975)
 BG1976
 BG1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG1976'RECOVERED IN GOOD CONDITION.
 BG1976
 BG1976                          STATION RECOVERY (1985)
 BG1976
 BG1976'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG1976'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 36.4 FEET SOUTH OF THE
 BG1976'CENTERLINE OF RACETRACK ROAD, 8.3 FEET NORTH-NORTHEAST OF A POWER
 BG1976'POLE, 2 FEET SOUTH OF A 16-INCH DIAMETER OAKTREE, 1 FOOT WEST OF THE
 BG1976'WEST EDGE OF A PARKING LOT, AND 1.4 FEET NORTHEAST OF A METAL WITNESS
 BG1976'POST.
 BG1976
 BG1976                          STATION RECOVERY (1989)
 BG1976
 BG1976'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG1976'RECOVERED IN GOOD CONDITION.
 BG1976
 BG1976                          STATION RECOVERY (1996)
 BG1976
 BG1976'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG1976'RECOVERED IN GOOD CONDITION.
 BG1976
 BG1976                          STATION RECOVERY (2003)
 BG1976
 BG1976'RECOVERY NOTE BY US POWER SQUADRON 2003 (JC)
 BG1976'RECOVERD AS DESCRIBED BUT GPS COORDINATE ARE AS FOLLOW
 BG1976'N 30 26 57.9    W 086 38 13.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6600 ***********************************************************************
 AL6600  DESIGNATION -  B 18
 AL6600  PID         -  AL6600
 AL6600  STATE/COUNTY-  FL/POLK
 AL6600  USGS QUAD   -  PLANT CITY EAST (1993)
 AL6600
 AL6600                         *CURRENT SURVEY CONTROL
 AL6600  ___________________________________________________________________
 AL6600* NAD 83(1986)-  28 02 00.     (N)    082 01 00.     (W)     SCALED    
 AL6600* NAVD 88     -        40.822  (meters)     133.93   (feet)  ADJUSTED  
 AL6600  ___________________________________________________________________
 AL6600  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AL6600  DYNAMIC HT  -          40.761 (meters)     133.73  (feet)  COMP
 AL6600  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 AL6600
 AL6600  VERT ORDER  -  FIRST     CLASS II
 AL6600
 AL6600.The horizontal coordinates were scaled from a topographic map and have
 AL6600.an estimated accuracy of +/- 6 seconds.
 AL6600
 AL6600.The orthometric height was determined by differential leveling
 AL6600.and adjusted by the National Geodetic Survey in June 1991..
 AL6600
 AL6600.The geoid height was determined by GEOID03.
 AL6600
 AL6600.The dynamic height is computed by dividing the NAVD 88
 AL6600.geopotential number by the normal gravity value computed on the
 AL6600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6600.degrees latitude (g = 980.6199 gals.).
 AL6600
 AL6600.The modeled gravity was interpolated from observed gravity values.
 AL6600
 AL6600;                    North         East    Units  Estimated Accuracy
 AL6600;SPC FL W     -   409,900.      198,360.      MT  (+/- 180 meters Scaled)
 AL6600
 AL6600                          SUPERSEDED SURVEY CONTROL
 AL6600
 AL6600  NGVD 29 (??/??/92)   41.080  (m)          134.78   (f) ADJ UNCH    1 2
 AL6600
 AL6600.Superseded values are not recommended for survey control.
 AL6600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6600.See file dsdata.txt to determine how the superseded data were derived.
 AL6600
 AL6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM000013(NAD 83)
 AL6600_MARKER: DB = BENCH MARK DISK
 AL6600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6600_STAMPING: 134.852 B 18 1933
 AL6600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6600+STABILITY: SURFACE MOTION
 AL6600
 AL6600  HISTORY     - Date     Condition        Report By
 AL6600  HISTORY     - 1933     MONUMENTED       CGS
 AL6600  HISTORY     - 1960     GOOD             NGS
 AL6600  HISTORY     - 20030605 MARK NOT FOUND   INDIV
 AL6600
 AL6600                          STATION DESCRIPTION
 AL6600
 AL6600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AL6600'4 MI W FROM LAKELAND.
 AL6600'4.0 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AL6600'PASSENGER STATION AT LAKELAND, POLK COUNTY, AT WINSTON, 59.3
 AL6600'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 16.4 FEET
 AL6600'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 15.6 FEET NORTH OF THE
 AL6600'NORTH RAIL OF A SIDE TRACK, 57.2 FEET WEST OF THE STATION
 AL6600'SEMAPHORE, AND 47.1 FEET NORTHEAST OF A POLE.  A STANDARD DISK,
 AL6600'STAMPED 134.852 B 18 1933 AND SET IN THE TOP OF A CONCRETE POST
 AL6600'FLUSH WITH THE GROUND.
 AL6600
 AL6600                          STATION RECOVERY (2003)
 AL6600
 AL6600'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AL6600'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AL6600'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1460 ***********************************************************************
 BG1460  DESIGNATION -  B 181
 BG1460  PID         -  BG1460
 BG1460  STATE/COUNTY-  FL/OKALOOSA
 BG1460  USGS QUAD   -  NICEVILLE (1994)
 BG1460
 BG1460                         *CURRENT SURVEY CONTROL
 BG1460  ___________________________________________________________________
 BG1460* NAD 83(1986)-  30 37 17.     (N)    086 29 04.     (W)     SCALED    
 BG1460* NAVD 88     -        54.559  (meters)     179.00   (feet)  ADJUSTED  
 BG1460  ___________________________________________________________________
 BG1460  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG1460  DYNAMIC HT  -          54.489 (meters)     178.77  (feet)  COMP
 BG1460  MODELED GRAV-     979,356.5   (mgal)                       NAVD 88
 BG1460
 BG1460  VERT ORDER  -  SECOND    CLASS 0
 BG1460
 BG1460.The horizontal coordinates were scaled from a topographic map and have
 BG1460.an estimated accuracy of +/- 6 seconds.
 BG1460
 BG1460.The orthometric height was determined by differential leveling
 BG1460.and adjusted by the National Geodetic Survey in June 1991..
 BG1460
 BG1460.The geoid height was determined by GEOID03.
 BG1460
 BG1460.The dynamic height is computed by dividing the NAVD 88
 BG1460.geopotential number by the normal gravity value computed on the
 BG1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1460.degrees latitude (g = 980.6199 gals.).
 BG1460
 BG1460.The modeled gravity was interpolated from observed gravity values.
 BG1460
 BG1460;                    North         East    Units  Estimated Accuracy
 BG1460;SPC FL N     -   181,390.      409,750.      MT  (+/- 180 meters Scaled)
 BG1460
 BG1460                          SUPERSEDED SURVEY CONTROL
 BG1460
 BG1460  NGVD 29 (??/??/92)   54.676  (m)          179.38   (f) ADJ UNCH    2 0
 BG1460
 BG1460.Superseded values are not recommended for survey control.
 BG1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1460.See file dsdata.txt to determine how the superseded data were derived.
 BG1460
 BG1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU494877(NAD 83)
 BG1460_MARKER: DB = BENCH MARK DISK
 BG1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1460_STAMPING: B 181 1957
 BG1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1460+STABILITY: SURFACE MOTION
 BG1460
 BG1460  HISTORY     - Date     Condition        Report By
 BG1460  HISTORY     - 1957     MONUMENTED       CGS
 BG1460  HISTORY     - 19941018 MARK NOT FOUND   USPSQD
 BG1460
 BG1460                          STATION DESCRIPTION
 BG1460
 BG1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BG1460'14 MI SE FROM CRESTVIEW.
 BG1460'9.0 MILES SOUTH ALONG STATE HIGHWAY 85 FROM THE COURT HOUSE AT
 BG1460'CRESTVIEW, THENCE ABOUT 2.8 MILES EAST ALONG ROAD 213, THENCE
 BG1460'ABOUT 1.2 MILES SOUTH ALONG A ROAD FOLLOWING A TELEPHONE LINE,
 BG1460'THENCE ABOUT 1.0 MILE EAST ALONG A SAND ROAD, IN SECTION 6,
 BG1460'T 1 N, R 22 W, 20 FEET SOUTH OF CENTER LINE OF ROAD, 29 FEET
 BG1460'WEST OF CENTER LINE OF A ROAD SOUTH, 17 FEET WEST OF A 6-INCH
 BG1460'SCRUB OAK TREE, 8 FEET NORTHEAST OF AN 8-INCH PINE TREE, 2 FEET
 BG1460'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND
 BG1460'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BG1460
 BG1460                          STATION RECOVERY (1994)
 BG1460
 BG1460'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2276 ***********************************************************************
 BG2276  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2276  DESIGNATION -  B 182 RESET 1962
 BG2276  PID         -  BG2276
 BG2276  STATE/COUNTY-  FL/WALTON
 BG2276  USGS QUAD   -  POINT WASHINGTON (1992)
 BG2276
 BG2276                         *CURRENT SURVEY CONTROL
 BG2276  ___________________________________________________________________
 BG2276* NAD 83(1986)-  30 16 37.     (N)    086 00 16.     (W)     SCALED    
 BG2276* NAVD 88     -        10.449  (meters)      34.28   (feet)  ADJUSTED  
 BG2276  ___________________________________________________________________
 BG2276  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG2276  DYNAMIC HT  -          10.435 (meters)      34.24  (feet)  COMP
 BG2276  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 BG2276
 BG2276  VERT ORDER  -  SECOND    CLASS I
 BG2276
 BG2276.The horizontal coordinates were scaled from a topographic map and have
 BG2276.an estimated accuracy of +/- 6 seconds.
 BG2276
 BG2276.The orthometric height was determined by differential leveling
 BG2276.and adjusted by the National Geodetic Survey in June 1991..
 BG2276
 BG2276.This Tidal Bench Mark is designated as VM 10073
 BG2276.by the Center for Operational Oceanographic Products and Services.
 BG2276
 BG2276.The geoid height was determined by GEOID03.
 BG2276
 BG2276.The dynamic height is computed by dividing the NAVD 88
 BG2276.geopotential number by the normal gravity value computed on the
 BG2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2276.degrees latitude (g = 980.6199 gals.).
 BG2276
 BG2276.The modeled gravity was interpolated from observed gravity values.
 BG2276
 BG2276;                    North         East    Units  Estimated Accuracy
 BG2276;SPC FL N     -   142,500.      455,260.      MT  (+/- 180 meters Scaled)
 BG2276
 BG2276                          SUPERSEDED SURVEY CONTROL
 BG2276
 BG2276  NGVD 29 (??/??/??)   10.58   (m)           34.7    (f) RESET       3  
 BG2276
 BG2276.Superseded values are not recommended for survey control.
 BG2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2276.See file dsdata.txt to determine how the superseded data were derived.
 BG2276
 BG2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU957498(NAD 83)
 BG2276_MARKER: DB = BENCH MARK DISK
 BG2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2276_STAMPING: B 182 RESET 1962
 BG2276_MARK LOGO: CGS   
 BG2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2276+STABILITY: SURFACE MOTION
 BG2276
 BG2276  HISTORY     - Date     Condition        Report By
 BG2276  HISTORY     - 1962     MONUMENTED       CGS
 BG2276  HISTORY     - 1975     GOOD             NGS
 BG2276  HISTORY     - 1976     GOOD             FLDNR
 BG2276  HISTORY     - 1976     GOOD             FLDNR
 BG2276  HISTORY     - 1984     GOOD             FLDNR
 BG2276  HISTORY     - 19910423 GOOD             USPSQD
 BG2276  HISTORY     - 19940122 MARK NOT FOUND   USPSQD
 BG2276
 BG2276                          STATION DESCRIPTION
 BG2276
 BG2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BG2276'23.7 MI NW FROM PANAMA CITY.
 BG2276'23.7 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE
 BG2276'AT PANAMA CITY, 0.7 MILE NORTHWEST OF THE BAY AND WALTON COUNTY
 BG2276'LINE, 95 YARDS NORTHWEST OF AN INTERSECTION WITH A NORTH AND
 BG2276'SOUTH OILED ROAD, 54 FEET NORTHEAST OF THE CENTER LINE OF THE
 BG2276'HIGHWAY, 22 FEET EAST SOUTHEAST OF A POWER POLE, 1.3 FEET
 BG2276'NORTHEAST OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE
 BG2276'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BG2276
 BG2276                          STATION RECOVERY (1975)
 BG2276
 BG2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2276'RECOVERED IN GOOD CONDITION.
 BG2276
 BG2276                          STATION RECOVERY (1976)
 BG2276
 BG2276'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BG2276'RECOVERED IN GOOD CONDITION.
 BG2276
 BG2276                          STATION RECOVERY (1976)
 BG2276
 BG2276'RECOVERY NOTE BY FL DEPT OF NAT RES 1976
 BG2276'RECOVERED IN GOOD CONDITION.
 BG2276
 BG2276                          STATION RECOVERY (1984)
 BG2276
 BG2276'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG2276'RECOVERED IN GOOD CONDITION.
 BG2276
 BG2276                          STATION RECOVERY (1991)
 BG2276
 BG2276'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2276'RECOVERED IN GOOD CONDITION.
 BG2276
 BG2276                          STATION RECOVERY (1994)
 BG2276
 BG2276'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0783 ***********************************************************************
 BE0783  DESIGNATION -  B 183
 BE0783  PID         -  BE0783
 BE0783  STATE/COUNTY-  FL/BAY
 BE0783  USGS QUAD   -  SPRINGFIELD (1982)
 BE0783
 BE0783                         *CURRENT SURVEY CONTROL
 BE0783  ___________________________________________________________________
 BE0783* NAD 83(1986)-  30 09 10.     (N)    085 32 35.     (W)     SCALED    
 BE0783* NAVD 88     -         7.719  (meters)      25.32   (feet)  ADJUSTED  
 BE0783  ___________________________________________________________________
 BE0783  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE0783  DYNAMIC HT  -           7.708 (meters)      25.29  (feet)  COMP
 BE0783  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 BE0783
 BE0783  VERT ORDER  -  FIRST     CLASS I
 BE0783
 BE0783.The horizontal coordinates were scaled from a topographic map and have
 BE0783.an estimated accuracy of +/- 6 seconds.
 BE0783
 BE0783.The orthometric height was determined by differential leveling
 BE0783.and adjusted by the National Geodetic Survey in June 1991..
 BE0783.WARNING-Repeat measurements at this control monument indicate possible
 BE0783.vertical movement.
 BE0783
 BE0783.The geoid height was determined by GEOID03.
 BE0783
 BE0783.The dynamic height is computed by dividing the NAVD 88
 BE0783.geopotential number by the normal gravity value computed on the
 BE0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0783.degrees latitude (g = 980.6199 gals.).
 BE0783
 BE0783.The modeled gravity was interpolated from observed gravity values.
 BE0783
 BE0783;                    North         East    Units  Estimated Accuracy
 BE0783;SPC FL N     -   128,240.      499,520.      MT  (+/- 180 meters Scaled)
 BE0783
 BE0783                          SUPERSEDED SURVEY CONTROL
 BE0783
 BE0783  NGVD 29 (??/??/92)    7.871  (m)           25.82   (f) ADJ UNCH    1 1
 BE0783
 BE0783.Superseded values are not recommended for survey control.
 BE0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0783.See file dsdata.txt to determine how the superseded data were derived.
 BE0783
 BE0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU403366(NAD 83)
 BE0783_MARKER: DB = BENCH MARK DISK
 BE0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE0783_SP_SET: CULVERT
 BE0783_STAMPING: B 183 1957
 BE0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE0783
 BE0783  HISTORY     - Date     Condition        Report By
 BE0783  HISTORY     - 1957     MONUMENTED       CGS
 BE0783  HISTORY     - 1967     GOOD             NGS
 BE0783  HISTORY     - 1984     GOOD             USPSQD
 BE0783  HISTORY     - 1985     GOOD             USPSQD
 BE0783  HISTORY     - 1988     GOOD             USPSQD
 BE0783  HISTORY     - 1988     GOOD             USPSQD
 BE0783  HISTORY     - 1989     GOOD             USPSQD
 BE0783  HISTORY     - 1990     GOOD             USPSQD
 BE0783  HISTORY     - 19940423 GOOD             USPSQD
 BE0783  HISTORY     - 19990130 MARK NOT FOUND   USPSQD
 BE0783
 BE0783                          STATION DESCRIPTION
 BE0783
 BE0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0783'2.9 MI E FROM CALLAWAY.
 BE0783'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 22 FROM THE INTERSECTION
 BE0783'OF U.S. HIGHWAY 98 AT CALLAWAY, IN SECTION 9, R 13 W, T 4 S,
 BE0783'NEAR THE BOTTOM OF A SMALL GRADE, SET ON THE TOP OF THE WEST
 BE0783'END OF THE NORTH CONCRETE HEAD WALL FOR A 20-FOOT CONCRETE
 BE0783'BOX CULVERT FOR BOGGY CREEK, 15 FEET NORTH OF THE CENTER LINE
 BE0783'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 BE0783
 BE0783                          STATION RECOVERY (1984)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1984
 BE0783'RECOVERED IN GOOD CONDITION.
 BE0783
 BE0783                          STATION RECOVERY (1985)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0783'RECOVERED IN GOOD CONDITION.
 BE0783
 BE0783                          STATION RECOVERY (1988)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE0783'RECOVERED IN GOOD CONDITION.
 BE0783
 BE0783                          STATION RECOVERY (1988)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0783'RECOVERED IN GOOD CONDITION.
 BE0783
 BE0783                          STATION RECOVERY (1989)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0783'RECOVERED IN GOOD CONDITION.
 BE0783
 BE0783                          STATION RECOVERY (1990)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0783'RECOVERED IN GOOD CONDITION.
 BE0783
 BE0783                          STATION RECOVERY (1994)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0783'RECOVERED IN GOOD CONDITION.
 BE0783
 BE0783                          STATION RECOVERY (1999)
 BE0783
 BE0783'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1384 ***********************************************************************
 BC1384  DESIGNATION -  B 184 RESET
 BC1384  PID         -  BC1384
 BC1384  STATE/COUNTY-  FL/NASSAU
 BC1384  USGS QUAD   -  CALLAHAN (1992)
 BC1384
 BC1384                         *CURRENT SURVEY CONTROL
 BC1384  ___________________________________________________________________
 BC1384* NAD 83(1986)-  30 31 07.     (N)    081 52 11.     (W)     SCALED    
 BC1384* NAVD 88     -        20.73   (meters)      68.0    (feet)  RESET     
 BC1384  ___________________________________________________________________
 BC1384  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BC1384
 BC1384  VERT ORDER  -  THIRD
 BC1384
 BC1384.The horizontal coordinates were scaled from a topographic map and have
 BC1384.an estimated accuracy of +/- 6 seconds.
 BC1384
 BC1384.The orthometric height was computed from unverified reset data.
 BC1384.No vertical observational check was made to the station.
 BC1384
 BC1384.The geoid height was determined by GEOID03.
 BC1384
 BC1384;                    North         East    Units  Estimated Accuracy
 BC1384;SPC FL E     -   685,680.      116,530.      MT  (+/- 180 meters Scaled)
 BC1384
 BC1384                          SUPERSEDED SURVEY CONTROL
 BC1384
 BC1384  NGVD 29 (08/19/04)   21.04   (m)           69.0    (f) RESET       3  
 BC1384
 BC1384.Superseded values are not recommended for survey control.
 BC1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1384.See file dsdata.txt to determine how the superseded data were derived.
 BC1384
 BC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP165765(NAD 83)
 BC1384_MARKER: DB = BENCH MARK DISK
 BC1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC1384_STAMPING: B 184 RESET 1979
 BC1384_MARK LOGO: NGS   
 BC1384_PROJECTION: FLUSH
 BC1384_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1384+STABILITY: SURFACE MOTION
 BC1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1384+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 BC1384
 BC1384  HISTORY     - Date     Condition        Report By
 BC1384  HISTORY     - 1979     MONUMENTED       NGS
 BC1384  HISTORY     - 19941122 GOOD             FLDT
 BC1384
 BC1384                          STATION DESCRIPTION
 BC1384
 BC1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BC1384'4.0 MI SW FROM CALLAHAN.
 BC1384'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM ITS JUNCTION WITH
 BC1384'U.S. HIGHWAY 1 AND 23 IN CALLAHAN, 48.0 FEET NORTHWEST OF THE
 BC1384'CENTER OF HIGHWAY, 21.0 FEET SOUTHEAST OF A 40-INCH OAK TREE,
 BC1384'49.0 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE AND ON THE
 BC1384'RIGHT-OF-WAY LINE, AND 190.5 FEET WEST-SOUTHWEST OF THE CENTER
 BC1384'OF CONCRETE CULVERT UNDER HIGHWAY 301.
 BC1384'THE MARK IS 1.6 FT  SW FROM A WITNESS POST.
 BC1384
 BC1384                          STATION RECOVERY (1994)
 BC1384
 BC1384'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 BC1384'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0288 ***********************************************************************
 BE0288  DESIGNATION -  B 188
 BE0288  PID         -  BE0288
 BE0288  STATE/COUNTY-  FL/JACKSON
 BE0288  USGS QUAD   -  MARIANNA (1994)
 BE0288
 BE0288                         *CURRENT SURVEY CONTROL
 BE0288  ___________________________________________________________________
 BE0288* NAD 83(1986)-  30 50 07.     (N)    085 10 56.     (W)     SCALED    
 BE0288* NAVD 88     -        32.676  (meters)     107.20   (feet)  ADJUSTED  
 BE0288  ___________________________________________________________________
 BE0288  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BE0288  DYNAMIC HT  -          32.634 (meters)     107.07  (feet)  COMP
 BE0288  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BE0288
 BE0288  VERT ORDER  -  SECOND    CLASS 0
 BE0288
 BE0288.This mark is at Marianna Airport (MAI)
 BE0288
 BE0288.The horizontal coordinates were scaled from a topographic map and have
 BE0288.an estimated accuracy of +/- 6 seconds.
 BE0288
 BE0288.The orthometric height was determined by differential leveling
 BE0288.and adjusted by the National Geodetic Survey in June 1991..
 BE0288
 BE0288.The geoid height was determined by GEOID03.
 BE0288
 BE0288.The dynamic height is computed by dividing the NAVD 88
 BE0288.geopotential number by the normal gravity value computed on the
 BE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0288.degrees latitude (g = 980.6199 gals.).
 BE0288
 BE0288.The modeled gravity was interpolated from observed gravity values.
 BE0288
 BE0288;                    North         East    Units  Estimated Accuracy
 BE0288;SPC FL N     -   203,640.      534,730.      MT  (+/- 180 meters Scaled)
 BE0288
 BE0288                          SUPERSEDED SURVEY CONTROL
 BE0288
 BE0288  NGVD 29 (??/??/92)   32.804  (m)          107.62   (f) ADJ UNCH    2 0
 BE0288
 BE0288.Superseded values are not recommended for survey control.
 BE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0288.See file dsdata.txt to determine how the superseded data were derived.
 BE0288
 BE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV738127(NAD 83)
 BE0288_MARKER: DB = BENCH MARK DISK
 BE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0288_STAMPING: B 188 1971
 BE0288_MARK LOGO: CGS   
 BE0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0288+STABILITY: SURFACE MOTION
 BE0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE0288+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1991
 BE0288
 BE0288  HISTORY     - Date     Condition        Report By
 BE0288  HISTORY     - 1971     MONUMENTED       NGS
 BE0288  HISTORY     - 1989     GOOD             USPSQD
 BE0288  HISTORY     - 19910530 GOOD             NGS
 BE0288  HISTORY     - 20010331 GOOD             NGS
 BE0288  HISTORY     - 20010331 GOOD             NGS
 BE0288
 BE0288                          STATION DESCRIPTION
 BE0288
 BE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BE0288'2.5 MI S FROM GREENWOOD.
 BE0288'LOCATED ABOUT 2.5 MILES SOUTH OF GREENWOOD, AT MARIANNA MUNICIPAL
 BE0288'AIRPORT, AT THE TERMINAL BUILDING AND NEAR THE BASE OF THE CONTROL
 BE0288'TOWER, 24.65 FEET WEST OF THE NORTHEAST CORNER OF THE CONTROL
 BE0288'TOWER, 21.4 FEET NORTHWEST OF THE CENTER OF THE DOUBLE DOOR
 BE0288'LEADING INTO THE TERMINAL BUILDING, 0.35 FOOT SOUTHEAST OF THE
 BE0288'TOP OF A CONCRETE LINED DRAIN AND 0.35 FOOT NORTHEAST OF THE
 BE0288'EDGE OF THE CONCRETE SIDEWALK LEADING INTO THE BUILDING.  A
 BE0288'STANDARD BENCH MARK DISK STAMPED B 188 1971 IN TOP OF A CONCRETE
 BE0288'MONUMENT ABOUT FLUSH WITH THE GROUND.
 BE0288
 BE0288                          STATION RECOVERY (1989)
 BE0288
 BE0288'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0288'RECOVERED IN GOOD CONDITION.
 BE0288
 BE0288                          STATION RECOVERY (1991)
 BE0288
 BE0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0288'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF GREENWOOD, AT THE MARIANNA
 BE0288'MUNICIPAL AIRPORT, NEAR THE CONTROL TOWER, IN SECTION 13, T 5 N, R 10
 BE0288'W. TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 69 AND STATE
 BE0288'HIGHWAY 71 IN GREENWOOD, GO SOUTH ON STATE HIGHWAY 71 FOR 2.1 MI (3.4
 BE0288'KM) TO THE MARIANNA MUNICIPAL AIRPORT ENTRANCE, (INDUSTRIAL PARK
 BE0288'DRIVE), TURN RIGHT AND GO WEST FOR 1.10 MI (1.77 KM) TO THE NORTHWEST
 BE0288'SIDE OF THE OFFICE AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 BE0288'CONCRETE POST RECESSED ABOUT 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE
 BE0288'GROUND. LOCATED 24.5 FT (7.5 M) SOUTHWEST FROM THE EXTENDED CORNER OF
 BE0288'THE CONTROL TOWER, 18.4 FT (5.6 M) NORTHWEST FROM THE SOUTHWEST
 BE0288'EXTENDED CORNER OF THE CONTROL TOWER, 140.0 FT (42.7 M) SOUTH OF A RED
 BE0288'FIRE HYDRANT, 0.2 FT (6.1 CM) SOUTHEAST OF THE TOP OF A CONCRETE LINED
 BE0288'DRAIN, 0.2 FT (6.1 CM) NORTHEAST FROM THE EDGE OF THE CONCRETE
 BE0288'SIDEWALK AND 0.3 FT (9.1 CM) EAST OF A CARSONITE WITNESS POST.
 BE0288
 BE0288                          STATION RECOVERY (2001)
 BE0288
 BE0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0288'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0288
 BE0288                          STATION RECOVERY (2001)
 BE0288
 BE0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0288'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0142 ***********************************************************************
 AQ0142  DESIGNATION -  B 19
 AQ0142  PID         -  AQ0142
 AQ0142  STATE/COUNTY-  FL/PUTNAM
 AQ0142  USGS QUAD   -  SATSUMA (1980)
 AQ0142
 AQ0142                         *CURRENT SURVEY CONTROL
 AQ0142  ___________________________________________________________________
 AQ0142* NAD 83(1986)-  29 37 09.     (N)    081 38 51.     (W)     SCALED    
 AQ0142* NAVD 88     -         9.412  (meters)      30.88   (feet)  ADJUSTED  
 AQ0142  ___________________________________________________________________
 AQ0142  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AQ0142  DYNAMIC HT  -           9.399 (meters)      30.84  (feet)  COMP
 AQ0142  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 AQ0142
 AQ0142  VERT ORDER  -  FIRST     CLASS II
 AQ0142
 AQ0142.The horizontal coordinates were scaled from a topographic map and have
 AQ0142.an estimated accuracy of +/- 6 seconds.
 AQ0142
 AQ0142.The orthometric height was determined by differential leveling
 AQ0142.and adjusted by the National Geodetic Survey in June 1991..
 AQ0142
 AQ0142.The geoid height was determined by GEOID03.
 AQ0142
 AQ0142.The dynamic height is computed by dividing the NAVD 88
 AQ0142.geopotential number by the normal gravity value computed on the
 AQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0142.degrees latitude (g = 980.6199 gals.).
 AQ0142
 AQ0142.The modeled gravity was interpolated from observed gravity values.
 AQ0142
 AQ0142;                    North         East    Units  Estimated Accuracy
 AQ0142;SPC FL E     -   585,830.      137,290.      MT  (+/- 180 meters Scaled)
 AQ0142
 AQ0142                          SUPERSEDED SURVEY CONTROL
 AQ0142
 AQ0142  NGVD 29 (??/??/92)    9.699  (m)           31.82   (f) ADJ UNCH    1 2
 AQ0142
 AQ0142.Superseded values are not recommended for survey control.
 AQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0142.See file dsdata.txt to determine how the superseded data were derived.
 AQ0142
 AQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN373767(NAD 83)
 AQ0142_MARKER: DB = BENCH MARK DISK
 AQ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0142_STAMPING: B 19 1933
 AQ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0142+STABILITY: SURFACE MOTION
 AQ0142
 AQ0142  HISTORY     - Date     Condition        Report By
 AQ0142  HISTORY     - 1933     MONUMENTED       CGS
 AQ0142  HISTORY     - 1970     GOOD             LOCENG
 AQ0142  HISTORY     - 1976     POOR             NGS
 AQ0142  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 AQ0142
 AQ0142                          STATION DESCRIPTION
 AQ0142
 AQ0142'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0142'2.3 MI S FROM PALATKA.
 AQ0142'ABOUT 2.3 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AQ0142'FROM UNION STATION AT PALATKA, LOCENG   UNTY, AT LUNDY, 74 FEET
 AQ0142'EAST OF BLOCK SIGNAL 7008, AT THE CROSSING OF AN ASPHALT HIGHWAY,
 AQ0142'45.9 FEET SOUTHEAST OF THE EAST RAIL, 42.6 FEET EAST OF THE
 AQ0142'CENTER LINE OF THE HIGHWAY, AND 24 FEET EAST OF A POLE.  A
 AQ0142'STANDARD DISK, STAMPED B 19 1933 AND SET IN THE TOP OF A CONCRETE
 AQ0142'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 AQ0142
 AQ0142                          STATION RECOVERY (1976)
 AQ0142
 AQ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ0142'MARK RECOVERED IN POOR CONDITION.
 AQ0142
 AQ0142                          STATION RECOVERY (1985)
 AQ0142
 AQ0142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AQ0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0960 ***********************************************************************
 AK0960  DESIGNATION -  B 190
 AK0960  PID         -  AK0960
 AK0960  STATE/COUNTY-  FL/BREVARD
 AK0960  USGS QUAD   -  TITUSVILLE (1988)
 AK0960
 AK0960                         *CURRENT SURVEY CONTROL
 AK0960  ___________________________________________________________________
 AK0960* NAD 83(1986)-  28 30 28.     (N)    080 47 07.     (W)     SCALED    
 AK0960* NAVD 88     -         5.620  (meters)      18.44   (feet)  ADJUSTED  
 AK0960  ___________________________________________________________________
 AK0960  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AK0960  DYNAMIC HT  -           5.612 (meters)      18.41  (feet)  COMP
 AK0960  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 AK0960
 AK0960  VERT ORDER  -  FIRST     CLASS I
 AK0960
 AK0960.The horizontal coordinates were scaled from a topographic map and have
 AK0960.an estimated accuracy of +/- 6 seconds.
 AK0960
 AK0960.The orthometric height was determined by differential leveling
 AK0960.and adjusted by the National Geodetic Survey in June 1991..
 AK0960
 AK0960.The geoid height was determined by GEOID03.
 AK0960
 AK0960.The dynamic height is computed by dividing the NAVD 88
 AK0960.geopotential number by the normal gravity value computed on the
 AK0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0960.degrees latitude (g = 980.6199 gals.).
 AK0960
 AK0960.The modeled gravity was interpolated from observed gravity values.
 AK0960
 AK0960;                    North         East    Units  Estimated Accuracy
 AK0960;SPC FL E     -   462,500.      221,020.      MT  (+/- 180 meters Scaled)
 AK0960
 AK0960                          SUPERSEDED SURVEY CONTROL
 AK0960
 AK0960  NGVD 29 (??/??/92)    6.020  (m)           19.75   (f) ADJ UNCH    1 1
 AK0960
 AK0960.Superseded values are not recommended for survey control.
 AK0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0960.See file dsdata.txt to determine how the superseded data were derived.
 AK0960
 AK0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM210534(NAD 83)
 AK0960_MARKER: DB = BENCH MARK DISK
 AK0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0960_SP_SET: CULVERT
 AK0960_STAMPING: B 190 1959
 AK0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0960
 AK0960  HISTORY     - Date     Condition        Report By
 AK0960  HISTORY     - 1959     MONUMENTED       CGS
 AK0960  HISTORY     - 1965     GOOD             NGS
 AK0960  HISTORY     - 1970     GOOD             NGS
 AK0960  HISTORY     - 1984     GOOD             USPSQD
 AK0960  HISTORY     - 19910214 MARK NOT FOUND   NGS
 AK0960
 AK0960                          STATION DESCRIPTION
 AK0960
 AK0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK0960'7 MI S FROM TITUSVILLE.
 AK0960'ABOUT 6.85 MILES SOUTH AONG U.S. HIGHWAY 1 FROM THE BAYVIEW
 AK0960'ELEMENTARY SCHOOL AT TITUSVILLE, THENCE 0.15 MILE SOUTH ALONG
 AK0960'THE FLORIDA EAST COAST RAILWAY, ABOUT 0.15 MILE SOUTH OF A
 AK0960'BLACK TOP ROAD CROSSING LEADING WESTERLY FROM U.S. HIGHWAY 1
 AK0960'TO THE TITUSVILLE-COCOA AIRPORT, SET ON THE TOP OF THE SOUTH
 AK0960'END OF THE EAST CONCRETE HEAD WALL OF AN 8-FOOT PIPE CULVERT
 AK0960'UNDER TRACK, 13.5 FEET EAST OF THE EAST RAIL, 91 1/2 FEET
 AK0960'SOUTHEAST OF AND ACROSS TRACK FROM MILEPOST 162, 1 FOOT NORTH
 AK0960'OF THE SOUTH END OF THE HEAD WALL AND 3 FEET BELOW THE LEVEL
 AK0960'OF THE TRACK.  NOTE-- BAYVIEW ELEM. SCH. HAS BEEN REPLACED
 AK0960'BY CITY ADMIN. BLDG.
 AK0960
 AK0960                          STATION RECOVERY (1970)
 AK0960
 AK0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0960'RECOVERED IN GOOD CONDITION.
 AK0960
 AK0960                          STATION RECOVERY (1984)
 AK0960
 AK0960'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0960'RECOVERED IN GOOD CONDITION.
 AK0960
 AK0960                          STATION RECOVERY (1991)
 AK0960
 AK0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3492 ***********************************************************************
 AF3492  DESIGNATION -  B 191 RESET 1970
 AF3492  PID         -  AF3492
 AF3492  STATE/COUNTY-  FL/INDIAN RIVER
 AF3492  USGS QUAD   -  VERO BEACH (1983)
 AF3492
 AF3492                         *CURRENT SURVEY CONTROL
 AF3492  ___________________________________________________________________
 AF3492* NAD 83(1986)-  27 38 22.     (N)    080 29 44.     (W)     SCALED    
 AF3492* NAVD 88     -         6.218  (meters)      20.40   (feet)  ADJUSTED  
 AF3492  ___________________________________________________________________
 AF3492  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AF3492  DYNAMIC HT  -           6.209 (meters)      20.37  (feet)  COMP
 AF3492  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 AF3492
 AF3492  VERT ORDER  -  SECOND    CLASS II
 AF3492
 AF3492.The horizontal coordinates were scaled from a topographic map and have
 AF3492.an estimated accuracy of +/- 6 seconds.
 AF3492
 AF3492.The orthometric height was determined by differential leveling
 AF3492.and adjusted by the National Geodetic Survey in June 1991..
 AF3492
 AF3492.The geoid height was determined by GEOID03.
 AF3492
 AF3492.The dynamic height is computed by dividing the NAVD 88
 AF3492.geopotential number by the normal gravity value computed on the
 AF3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3492.degrees latitude (g = 980.6199 gals.).
 AF3492
 AF3492.The modeled gravity was interpolated from observed gravity values.
 AF3492
 AF3492;                    North         East    Units  Estimated Accuracy
 AF3492;SPC FL E     -   366,360.      249,780.      MT  (+/- 180 meters Scaled)
 AF3492
 AF3492                          SUPERSEDED SURVEY CONTROL
 AF3492
 AF3492.No superseded survey control is available for this station.
 AF3492
 AF3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL497573(NAD 83)
 AF3492_MARKER: DB = BENCH MARK DISK
 AF3492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3492_STAMPING: B191 RESET 1970
 AF3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3492+STABILITY: SURFACE MOTION
 AF3492
 AF3492  HISTORY     - Date     Condition        Report By
 AF3492  HISTORY     - 1970     MONUMENTED       NGS
 AF3492  HISTORY     - 1973     GOOD             FLDT
 AF3492  HISTORY     - 1988     GOOD             USPSQD
 AF3492  HISTORY     - 1988     GOOD             USPSQD
 AF3492  HISTORY     - 1989     GOOD             USPSQD
 AF3492  HISTORY     - 19940801 GOOD             USPSQD
 AF3492
 AF3492                          STATION DESCRIPTION
 AF3492
 AF3492'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AF3492'6.1 MI W FROM VERO BEACH.
 AF3492'FROM THE INTERSECTION OF U.S. 1 AND STATE HIGHWAY 60 IN VERO BEACH
 AF3492'PROCEED WEST ON STATE HIGHWAY 60 FOR ABOUT 6.1 MILES TO STATE
 AF3492'ROAD 609 AND BENCH MARK.  IT IS SET IN THE TOP OF A ROUND CONCRETE
 AF3492'MONUMENT FLUSH WITH THE GROUND, 68.0 FEET NORTH OF CENTERLINE
 AF3492'OF STATE HIGHWAY 60 WESTBOUND LANE, 1.0 FEET SOUTHWEST OF A METAL
 AF3492'WITNESS POST, 27.5 FEET WEST OF CENTERLINE OF STATE ROAD 609
 AF3492'(RANCH ROAD), 1.5 FEET NORTH OF A UNDERGROUND TELEPHONE CABLE
 AF3492'MARKER (CONCRETE POST) AND 15.2 FEET NORTHEAST OF A POWER POLE.
 AF3492'SECTION 2, T 33S, R 38E.
 AF3492
 AF3492                          STATION RECOVERY (1988)
 AF3492
 AF3492'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3492'RECOVERED IN GOOD CONDITION.
 AF3492
 AF3492                          STATION RECOVERY (1988)
 AF3492
 AF3492'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AF3492'RECOVERED IN GOOD CONDITION.
 AF3492
 AF3492                          STATION RECOVERY (1989)
 AF3492
 AF3492'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3492'RECOVERED IN GOOD CONDITION.
 AF3492
 AF3492                          STATION RECOVERY (1994)
 AF3492
 AF3492'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5560 ***********************************************************************
 AF5560  DESIGNATION -  B 192
 AF5560  PID         -  AF5560
 AF5560  STATE/COUNTY-  FL/OKEECHOBEE
 AF5560  USGS QUAD   -  TAYLOR CREEK NE (1971)
 AF5560
 AF5560                         *CURRENT SURVEY CONTROL
 AF5560  ___________________________________________________________________
 AF5560* NAD 83(1986)-  27 24 16.     (N)    080 48 50.     (W)     SCALED    
 AF5560* NAVD 88     -        18.842  (meters)      61.82   (feet)  ADJUSTED  
 AF5560  ___________________________________________________________________
 AF5560  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AF5560  DYNAMIC HT  -          18.814 (meters)      61.73  (feet)  COMP
 AF5560  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 AF5560
 AF5560  VERT ORDER  -  SECOND    CLASS 0
 AF5560
 AF5560.The horizontal coordinates were scaled from a topographic map and have
 AF5560.an estimated accuracy of +/- 6 seconds.
 AF5560
 AF5560.The orthometric height was determined by differential leveling
 AF5560.and adjusted by the National Geodetic Survey in June 1991..
 AF5560
 AF5560.The geoid height was determined by GEOID03.
 AF5560
 AF5560.The dynamic height is computed by dividing the NAVD 88
 AF5560.geopotential number by the normal gravity value computed on the
 AF5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5560.degrees latitude (g = 980.6199 gals.).
 AF5560
 AF5560.The modeled gravity was interpolated from observed gravity values.
 AF5560
 AF5560;                    North         East    Units  Estimated Accuracy
 AF5560;SPC FL E     -   340,230.      218,410.      MT  (+/- 180 meters Scaled)
 AF5560
 AF5560                          SUPERSEDED SURVEY CONTROL
 AF5560
 AF5560  NGVD 29 (??/??/92)   19.218  (m)           63.05   (f) ADJ UNCH    2 0
 AF5560
 AF5560.Superseded values are not recommended for survey control.
 AF5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5560.See file dsdata.txt to determine how the superseded data were derived.
 AF5560
 AF5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL183312(NAD 83)
 AF5560_MARKER: DB = BENCH MARK DISK
 AF5560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5560_STAMPING: B 192 1961
 AF5560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5560+STABILITY: SURFACE MOTION
 AF5560
 AF5560  HISTORY     - Date     Condition        Report By
 AF5560  HISTORY     - 1961     MONUMENTED       CGS
 AF5560  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AF5560
 AF5560                          STATION DESCRIPTION
 AF5560
 AF5560'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AF5560'11.7 MI N FROM OKEECHOBEE.
 AF5560'11.7 MILES NORTH OF THE COUNTY COURTHOUSE IN OKEECHOBEE ALONG THE
 AF5560'EAST SIDE OF U.S. HIGHWAY 441, 58.4 FEET EAST OF THE CENTERLINE
 AF5560'OF HIGHWAY 441, 1 FOOT WEST OF A WOOD FENCE, 2.5 FEET SOUTH OF
 AF5560'A WHITE WITNESS POST, 4.5 FEET NORTH OF A POWER LINE POLE AND
 AF5560'ABOUT 1 FOOT LOWER THAN LEVEL OF ROAD.  THE DISK IS SET IN THE TOP
 AF5560'OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE.
 AF5560
 AF5560                          STATION RECOVERY (1987)
 AF5560
 AF5560'RECOVERY NOTE BY US POWER SQUADRON 1987 (REK)
 AF5560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK4046 ***********************************************************************
 AK4046  DESIGNATION -  B 193
 AK4046  PID         -  AK4046
 AK4046  STATE/COUNTY-  FL/BREVARD
 AK4046  USGS QUAD   -  MELBOURNE EAST (1980)
 AK4046
 AK4046                         *CURRENT SURVEY CONTROL
 AK4046  ___________________________________________________________________
 AK4046* NAD 83(1986)-  28 02 56.     (N)    080 32 55.     (W)     SCALED    
 AK4046* NAVD 88     -        11.326  (meters)      37.16   (feet)  ADJUSTED  
 AK4046  ___________________________________________________________________
 AK4046  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AK4046  DYNAMIC HT  -          11.309 (meters)      37.10  (feet)  COMP
 AK4046  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AK4046
 AK4046  VERT ORDER  -  FIRST     CLASS II
 AK4046
 AK4046.The horizontal coordinates were scaled from a topographic map and have
 AK4046.an estimated accuracy of +/- 6 seconds.
 AK4046
 AK4046.The orthometric height was determined by differential leveling
 AK4046.and adjusted by the National Geodetic Survey in June 1991..
 AK4046
 AK4046.The geoid height was determined by GEOID03.
 AK4046
 AK4046.The dynamic height is computed by dividing the NAVD 88
 AK4046.geopotential number by the normal gravity value computed on the
 AK4046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4046.degrees latitude (g = 980.6199 gals.).
 AK4046
 AK4046.The modeled gravity was interpolated from observed gravity values.
 AK4046
 AK4046;                    North         East    Units  Estimated Accuracy
 AK4046;SPC FL E     -   411,710.      244,380.      MT  (+/- 180 meters Scaled)
 AK4046
 AK4046                          SUPERSEDED SURVEY CONTROL
 AK4046
 AK4046  NGVD 29 (??/??/92)   11.769  (m)           38.61   (f) ADJ UNCH    1 2
 AK4046
 AK4046.Superseded values are not recommended for survey control.
 AK4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4046.See file dsdata.txt to determine how the superseded data were derived.
 AK4046
 AK4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM443027(NAD 83)
 AK4046_MARKER: DB = BENCH MARK DISK
 AK4046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK4046_SP_SET: BUILDING
 AK4046_STAMPING: B 193 1963
 AK4046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK4046
 AK4046  HISTORY     - Date     Condition        Report By
 AK4046  HISTORY     - 1963     MONUMENTED       CGS
 AK4046  HISTORY     - 1987     GOOD             USPSQD
 AK4046
 AK4046                          STATION DESCRIPTION
 AK4046
 AK4046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK4046'1.4 MI S FROM MELBOURNE BEACH.
 AK4046'STATION IS LOCATED AT THE MELBOURNE BEACH TRACKING SITE.  IT IS
 AK4046'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CEMENT
 AK4046'ROOF OF THE THEODOLITE 1.80 BUILDING.
 AK4046
 AK4046                          STATION RECOVERY (1987)
 AK4046
 AK4046'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK4046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0080 ***********************************************************************
 AK0080  DESIGNATION -  B 196
 AK0080  PID         -  AK0080
 AK0080  STATE/COUNTY-  FL/VOLUSIA
 AK0080  USGS QUAD   -  ORANGE CITY (1980)
 AK0080
 AK0080                         *CURRENT SURVEY CONTROL
 AK0080  ___________________________________________________________________
 AK0080* NAD 83(1986)-  28 56 35.     (N)    081 19 11.     (W)     SCALED    
 AK0080* NAVD 88     -        14.167  (meters)      46.48   (feet)  ADJUSTED  
 AK0080  ___________________________________________________________________
 AK0080  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AK0080  DYNAMIC HT  -          14.147 (meters)      46.41  (feet)  COMP
 AK0080  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 AK0080
 AK0080  VERT ORDER  -  FIRST     CLASS II
 AK0080
 AK0080.The horizontal coordinates were scaled from a topographic map and have
 AK0080.an estimated accuracy of +/- 6 seconds.
 AK0080
 AK0080.The orthometric height was determined by differential leveling
 AK0080.and adjusted by the National Geodetic Survey in June 1991..
 AK0080
 AK0080.The geoid height was determined by GEOID03.
 AK0080
 AK0080.The dynamic height is computed by dividing the NAVD 88
 AK0080.geopotential number by the normal gravity value computed on the
 AK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0080.degrees latitude (g = 980.6199 gals.).
 AK0080
 AK0080.The modeled gravity was interpolated from observed gravity values.
 AK0080
 AK0080;                    North         East    Units  Estimated Accuracy
 AK0080;SPC FL E     -   510,760.      168,830.      MT  (+/- 180 meters Scaled)
 AK0080
 AK0080                          SUPERSEDED SURVEY CONTROL
 AK0080
 AK0080  NGVD 29 (09/01/92)   14.490  (m)           47.54   (f) ADJUSTED    1 2
 AK0080
 AK0080.Superseded values are not recommended for survey control.
 AK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0080.See file dsdata.txt to determine how the superseded data were derived.
 AK0080
 AK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN688017(NAD 83)
 AK0080_MARKER: DB = BENCH MARK DISK
 AK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0080_STAMPING: B 196 1960
 AK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0080+STABILITY: SURFACE MOTION
 AK0080
 AK0080  HISTORY     - Date     Condition        Report By
 AK0080  HISTORY     - 1960     MONUMENTED       CGS
 AK0080  HISTORY     - 1976     GOOD             NGS
 AK0080  HISTORY     - 1978     GOOD             NGS
 AK0080  HISTORY     - 19901026 GOOD             USPSQD
 AK0080
 AK0080                          STATION DESCRIPTION
 AK0080
 AK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0080'1.7 MI W FROM ORANGE CITY.
 AK0080'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE CROSSING
 AK0080'OF EAST GRAVES AVENUE AT ORANGE CITY, THENCE ABOUT 1.3 MILES
 AK0080'WEST ALONG BLUE SPRINGS AVENUE, AT THE CROSSING OF BUFORD AVENUE,
 AK0080'34 1/2 FEET SOUTH OF CENTER LINE OF BLUE SPRINGS AVENUE, 45 1/2
 AK0080'FEET WEST OF CENTER LINE OF BUFORD AVENUE, 58 FEET SOUTHWEST
 AK0080'OF CENTER OF CROSSING, 24 1/2 FEET SOUTHWEST OF THE FIRST
 AK0080'TELEPHONE POLE WEST OF CROSSING, 2 FEET NORTH OF A STEEL WITNESS
 AK0080'POST, ABOUT 1/2 FOOT BELOW LEVEL OF STREETS AND SET IN THE
 AK0080'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AK0080
 AK0080                          STATION RECOVERY (1976)
 AK0080
 AK0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0080'RECOVERED IN GOOD CONDITION.
 AK0080
 AK0080                          STATION RECOVERY (1978)
 AK0080
 AK0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0080'RECOVERED IN GOOD CONDITION.
 AK0080
 AK0080                          STATION RECOVERY (1990)
 AK0080
 AK0080'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0243 ***********************************************************************
 AK0243  DESIGNATION -  B 197
 AK0243  PID         -  AK0243
 AK0243  STATE/COUNTY-  FL/SEMINOLE
 AK0243  USGS QUAD   -  OSTEEN (1980)
 AK0243
 AK0243                         *CURRENT SURVEY CONTROL
 AK0243  ___________________________________________________________________
 AK0243* NAD 83(1986)-  28 45 55.     (N)    081 08 58.     (W)     SCALED    
 AK0243* NAVD 88     -         5.218  (meters)      17.12   (feet)  ADJUSTED  
 AK0243  ___________________________________________________________________
 AK0243  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AK0243  DYNAMIC HT  -           5.210 (meters)      17.09  (feet)  COMP
 AK0243  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 AK0243
 AK0243  VERT ORDER  -  FIRST     CLASS II
 AK0243
 AK0243.The horizontal coordinates were scaled from a topographic map and have
 AK0243.an estimated accuracy of +/- 6 seconds.
 AK0243
 AK0243.The orthometric height was determined by differential leveling
 AK0243.and adjusted by the National Geodetic Survey in June 1991..
 AK0243
 AK0243.The geoid height was determined by GEOID03.
 AK0243
 AK0243.The dynamic height is computed by dividing the NAVD 88
 AK0243.geopotential number by the normal gravity value computed on the
 AK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0243.degrees latitude (g = 980.6199 gals.).
 AK0243
 AK0243.The modeled gravity was interpolated from observed gravity values.
 AK0243
 AK0243;                    North         East    Units  Estimated Accuracy
 AK0243;SPC FL E     -   491,030.      185,410.      MT  (+/- 180 meters Scaled)
 AK0243
 AK0243                          SUPERSEDED SURVEY CONTROL
 AK0243
 AK0243  NGVD 29 (??/??/92)    5.534  (m)           18.16   (f) ADJ UNCH    1 2
 AK0243
 AK0243.Superseded values are not recommended for survey control.
 AK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0243.See file dsdata.txt to determine how the superseded data were derived.
 AK0243
 AK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM854819(NAD 83)
 AK0243_MARKER: DB = BENCH MARK DISK
 AK0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0243_SP_SET: CULVERT
 AK0243_STAMPING: B 197 1960
 AK0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK0243+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1996
 AK0243
 AK0243  HISTORY     - Date     Condition        Report By
 AK0243  HISTORY     - 1960     MONUMENTED       CGS
 AK0243  HISTORY     - 1984     GOOD             LOCENG
 AK0243  HISTORY     - 1984     GOOD             USPSQD
 AK0243  HISTORY     - 19940129 GOOD             USPSQD
 AK0243  HISTORY     - 19960911 MARK NOT FOUND   FLDEP
 AK0243  HISTORY     - 20040211 MARK NOT FOUND   INDIV
 AK0243
 AK0243                          STATION DESCRIPTION
 AK0243
 AK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0243'3 MI N FROM GENEVA.
 AK0243'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 AK0243'JUNCTION OF BLACK TOP ROAD LEADING NORTH TO SCHOOL AT GENEVA,
 AK0243'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A
 AK0243'20-FOOT CONCRETE BOX CULVERT OVER A SMALL STREAM, 19 1/2 FEET
 AK0243'NORTHEAST OF CENTER LINE OF HIGHWAY, 7 1/2 FEET NORTHWEST OF
 AK0243'SOUTHEAST END OF HEAD WALL AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 AK0243'HIGHWAY.
 AK0243
 AK0243                          STATION RECOVERY (1984)
 AK0243
 AK0243'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 AK0243'RECOVERED IN GOOD CONDITION.
 AK0243
 AK0243                          STATION RECOVERY (1984)
 AK0243
 AK0243'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0243'BENCH MARK IS LOCATED ABOUT 1/10 MILE WEST OF THE ENTRANCE OF THE
 AK0243'SANFORD YACHT CLUB, AT THE INTERSECTION OF STATE ROAD 46 AND MULLET
 AK0243'LAKE ROAD. 21 INCHES SOUTH OF WITNESS POST. 18 FEET 3 INCHES NORTH OF
 AK0243'WEST BOUND-LANE OF STATE ROAD 46. BENCH MARK IS SET IN THE EAST END
 AK0243'OF CULVERT. TO REACH FROM SANFORD TAKE STATE ROAD 46 EAST, PASS SIGN
 AK0243'SANFORD YACHT CLUB AND BENCH MARK. 18 FEET 3 INCHES NORTH OF WEST
 AK0243'BOUND-LANE OF STATE ROAD 46. BENCH MARK IS SET IN THE EAST END OF
 AK0243'CULVERT. TO REACH FROM SANFORD TAKE STATE ROAD 46 EAST, PASS SIGN
 AK0243'SANFORD YACHT CLUB AND BENCH MARK.
 AK0243
 AK0243                          STATION RECOVERY (1994)
 AK0243
 AK0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK0243'RECOVERED IN GOOD CONDITION.
 AK0243
 AK0243                          STATION RECOVERY (1996)
 AK0243
 AK0243'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AK0243'THE MARK IS PRESUMED DESTROYED DUE TO CONCRETE CULVERT REPLACEMENT.
 AK0243
 AK0243                          STATION RECOVERY (2004)
 AK0243
 AK0243'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MJE)
 AK0243'MARK NOT FOUND. BM FORMS FROM THE FDOT SHOW THAT THE CULVERT WAS
 AK0243'EXTENDED. MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5275 ***********************************************************************
 AK5275  DESIGNATION -  B 198
 AK5275  PID         -  AK5275
 AK5275  STATE/COUNTY-  FL/SEMINOLE
 AK5275  USGS QUAD   -  SANFORD (1988)
 AK5275
 AK5275                         *CURRENT SURVEY CONTROL
 AK5275  ___________________________________________________________________
 AK5275* NAD 83(1986)-  28 48 43.     (N)    081 15 21.     (W)     SCALED    
 AK5275* NAVD 88     -         3.851  (meters)      12.63   (feet)  ADJUSTED  
 AK5275  ___________________________________________________________________
 AK5275  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AK5275  DYNAMIC HT  -           3.845 (meters)      12.61  (feet)  COMP
 AK5275  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 AK5275
 AK5275  VERT ORDER  -  FIRST     CLASS II
 AK5275
 AK5275.The horizontal coordinates were scaled from a topographic map and have
 AK5275.an estimated accuracy of +/- 6 seconds.
 AK5275
 AK5275.The orthometric height was determined by differential leveling
 AK5275.and adjusted by the National Geodetic Survey in June 1991..
 AK5275
 AK5275.The geoid height was determined by GEOID03.
 AK5275
 AK5275.The dynamic height is computed by dividing the NAVD 88
 AK5275.geopotential number by the normal gravity value computed on the
 AK5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5275.degrees latitude (g = 980.6199 gals.).
 AK5275
 AK5275.The modeled gravity was interpolated from observed gravity values.
 AK5275
 AK5275;                    North         East    Units  Estimated Accuracy
 AK5275;SPC FL E     -   496,220.      175,030.      MT  (+/- 180 meters Scaled)
 AK5275
 AK5275                          SUPERSEDED SURVEY CONTROL
 AK5275
 AK5275  NGVD 29 (??/??/92)    4.164  (m)           13.66   (f) ADJ UNCH    1 2
 AK5275
 AK5275.Superseded values are not recommended for survey control.
 AK5275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5275.See file dsdata.txt to determine how the superseded data were derived.
 AK5275
 AK5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM750871(NAD 83)
 AK5275_MARKER: DB = BENCH MARK DISK
 AK5275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5275_SP_SET: CONCRETE BASE
 AK5275_STAMPING: B 198 1960
 AK5275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5275
 AK5275  HISTORY     - Date     Condition        Report By
 AK5275  HISTORY     - 1960     MONUMENTED       CGS
 AK5275  HISTORY     - 1978     MARK NOT FOUND   NGS
 AK5275  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK5275  HISTORY     - 19940129 GOOD             USPSQD
 AK5275
 AK5275                          STATION DESCRIPTION
 AK5275
 AK5275'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK5275'AT SANFORD.
 AK5275'AT SANFORD, 0.7 MILE EAST ALONG E FIRST STREET FROM THE POST
 AK5275'OFFICE, DIRECTLY ACROSS THE STREET FROM THE SEMINOLE MEMORIAL
 AK5275'HOSPITAL, 210 FEET NORTH OF THE NORTH CURB LINE OF THE STREET,
 AK5275'IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE TO RADIO
 AK5275'STATION WTRR TOWER, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 AK5275'GROUND.
 AK5275
 AK5275                          STATION RECOVERY (1978)
 AK5275
 AK5275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK5275'MARK NOT FOUND.
 AK5275
 AK5275                          STATION RECOVERY (1988)
 AK5275
 AK5275'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK5275'MARK NOT FOUND.
 AK5275
 AK5275                          STATION RECOVERY (1994)
 AK5275
 AK5275'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK5275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6399 ***********************************************************************
 AF6399  DESIGNATION -  B 199
 AF6399  PID         -  AF6399
 AF6399  STATE/COUNTY-  FL/OSCEOLA
 AF6399  USGS QUAD   -  FORT DRUM NW (1972)
 AF6399
 AF6399                         *CURRENT SURVEY CONTROL
 AF6399  ___________________________________________________________________
 AF6399* NAD 83(1986)-  27 42 01.     (N)    080 54 21.     (W)     SCALED    
 AF6399* NAVD 88     -        19.856  (meters)      65.14   (feet)  ADJUSTED  
 AF6399  ___________________________________________________________________
 AF6399  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AF6399  DYNAMIC HT  -          19.827 (meters)      65.05  (feet)  COMP
 AF6399  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 AF6399
 AF6399  VERT ORDER  -  SECOND    CLASS I
 AF6399
 AF6399.The horizontal coordinates were scaled from a topographic map and have
 AF6399.an estimated accuracy of +/- 6 seconds.
 AF6399
 AF6399.The orthometric height was determined by differential leveling
 AF6399.and adjusted by the National Geodetic Survey in June 1991..
 AF6399
 AF6399.The geoid height was determined by GEOID03.
 AF6399
 AF6399.The dynamic height is computed by dividing the NAVD 88
 AF6399.geopotential number by the normal gravity value computed on the
 AF6399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6399.degrees latitude (g = 980.6199 gals.).
 AF6399
 AF6399.The modeled gravity was interpolated from observed gravity values.
 AF6399
 AF6399;                    North         East    Units  Estimated Accuracy
 AF6399;SPC FL E     -   373,000.      209,290.      MT  (+/- 180 meters Scaled)
 AF6399
 AF6399                          SUPERSEDED SURVEY CONTROL
 AF6399
 AF6399  NGVD 29 (??/??/92)   20.236  (m)           66.39   (f) ADJ UNCH    2 0
 AF6399
 AF6399.Superseded values are not recommended for survey control.
 AF6399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6399.See file dsdata.txt to determine how the superseded data were derived.
 AF6399
 AF6399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL092640(NAD 83)
 AF6399_MARKER: DB = BENCH MARK DISK
 AF6399_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AF6399_SP_SET: COPPER-CLAD STEEL ROD
 AF6399_STAMPING: B 199 1960
 AF6399_MARK LOGO: CGS   
 AF6399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6399+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 AF6399_ROD/PIPE-DEPTH: 31.7 meters
 AF6399
 AF6399  HISTORY     - Date     Condition        Report By
 AF6399  HISTORY     - 1960     MONUMENTED       CGS
 AF6399  HISTORY     - 1963     GOOD             NGS
 AF6399  HISTORY     - 1989     GOOD             USPSQD
 AF6399  HISTORY     - 19950618 GOOD             FLDEP
 AF6399  HISTORY     - 20000105 GOOD             FLDEP
 AF6399  HISTORY     - 20050716 GOOD             GEOCAC
 AF6399
 AF6399                          STATION DESCRIPTION
 AF6399
 AF6399'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF6399'32 MI W FROM VERO BEACH.
 AF6399'32.05 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CROSSING OF THE
 AF6399'ATLANTIC COAST LINE RAILROAD AT VERO BEACH, 0.1 MILE WEST
 AF6399'OF THE INTERSECTION OF U.S. HIGHWAY 441 (THIS IS KNOWN AT YEEHAW
 AF6399'JUNCTION), AT THE SOUTHEAST CORNER OF THE STEEL FENCE AROUND
 AF6399'A SMALL POWER SUB STATION, 50 FEET NORTH OF THE CENTER LINE
 AF6399'OF HIGHWAY, 96 FEET NORTHWEST OF THE WEST CORNER OF THE DESERT
 AF6399'INN MOTEL, 31 1/2 FEET WEST OF POWER LINE POLE 17-425 SUPPORTING
 AF6399'A TRANSFORMER, 14 1/2 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 AF6399'MARKER, 2 FEET SOUTHWEST OF THE SOUTHEAST FENCE CORNER OF SUB
 AF6399'STATION FENCE, 1 1/2 FEET SOUTH OF THE EAST-WEST FENCE LINE,
 AF6399'2 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 AF6399'HIGHWAY, AND IS A DISK ON COPPER COATED STEEL ROD FLUSH WITH
 AF6399'THE GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 AF6399'6 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 104 FEET.
 AF6399
 AF6399                          STATION RECOVERY (1963)
 AF6399
 AF6399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AF6399'RECOVERED IN GOOD CONDITION.
 AF6399
 AF6399                          STATION RECOVERY (1989)
 AF6399
 AF6399'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6399'RECOVERED IN GOOD CONDITION.
 AF6399
 AF6399                          STATION RECOVERY (1995)
 AF6399
 AF6399'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (JLM)
 AF6399'THE MARK IS ABOUT 32.0 MI (51.5 KM) WEST OF VERO BEACH, 0.1 MI (0.2
 AF6399'KM) WEST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN
 AF6399'YEEHAW JUNCTION ON STATE ROAD 60 IN SECTION 14, TOWNSHIP 32 SOUTH,
 AF6399'RANGE 34 EAST. TO REACH THE MARK FROM INTERSECTION OF U.S. HIGHWAY 441
 AF6399'AND STATE ROAD 60 IN YEEHAW JUNCTION, GO WEST ON STATE ROAD 60 FOR 0.1
 AF6399'MI (0.2 KM) TO THE MARK ON THE RIGHT, A DISK SET ON THE TOP OF A
 AF6399'COPPER COATED STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 104.0 FT (31.7
 AF6399'M) PROTECTED BY A 6-INCH TILE PIPE WHICH PROJECTS 6-INCH ABOVE THE
 AF6399'LEVEL OF THE GROUND, THE DISK IS RECESSED IN THE TILE PIPE ABOUT FLUSH
 AF6399'WITH THE LEVEL OF THE GROUND. LOCATED 96.0 FT (29.3 M) NORTHWEST OF
 AF6399'THE WEST CORNER OF THE DESERT INN MOTEL, 50.5 FT (15.4 M) NORTH OF THE
 AF6399'CENTERLINE OF STATE ROAD 60, 31.5 FT (9.6 M) WEST OF POWER POLE NUMBER
 AF6399'17-425 WITH A TRANSFORMER ATTACHED, 14.7 FT (4.5 M) WEST OF A HIGHWAY
 AF6399'RIGHT-OF-WAY MARKER, 2.0 FT (0.6 M) SOUTHWEST OF THE SOUTHEAST FENCE
 AF6399'CORNER OF SUB STATION FENCE, 2.0 FT (0.6 M) EAST OF A METAL WITNESS
 AF6399'POST AND 1.5 FT (0.5 M) SOUTH OF THE EAST-WEST FENCELINE.
 AF6399
 AF6399                          STATION RECOVERY (2000)
 AF6399
 AF6399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF6399'RECOVERED AS DESCRIBED.
 AF6399
 AF6399                          STATION RECOVERY (2005)
 AF6399
 AF6399'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AF6399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5130 ***********************************************************************
 AK5130  DESIGNATION -  B 2
 AK5130  PID         -  AK5130
 AK5130  STATE/COUNTY-  FL/BREVARD
 AK5130  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5130
 AK5130                         *CURRENT SURVEY CONTROL
 AK5130  ___________________________________________________________________
 AK5130* NAD 83(1986)-  28 29 38.     (N)    080 33 18.     (W)     SCALED    
 AK5130* NAVD 88     -         1.393  (meters)       4.57   (feet)  ADJUSTED  
 AK5130  ___________________________________________________________________
 AK5130  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK5130  DYNAMIC HT  -           1.391 (meters)       4.56  (feet)  COMP
 AK5130  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 AK5130
 AK5130  VERT ORDER  -  FIRST     CLASS II
 AK5130
 AK5130.The horizontal coordinates were scaled from a topographic map and have
 AK5130.an estimated accuracy of +/- 6 seconds.
 AK5130
 AK5130.The orthometric height was determined by differential leveling
 AK5130.and adjusted by the National Geodetic Survey in June 1991..
 AK5130
 AK5130.The geoid height was determined by GEOID03.
 AK5130
 AK5130.The dynamic height is computed by dividing the NAVD 88
 AK5130.geopotential number by the normal gravity value computed on the
 AK5130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5130.degrees latitude (g = 980.6199 gals.).
 AK5130
 AK5130.The modeled gravity was interpolated from observed gravity values.
 AK5130
 AK5130;                    North         East    Units  Estimated Accuracy
 AK5130;SPC FL E     -   461,020.      243,570.      MT  (+/- 180 meters Scaled)
 AK5130
 AK5130                          SUPERSEDED SURVEY CONTROL
 AK5130
 AK5130  NGVD 29 (09/01/92)    1.768  (m)            5.80   (f) ADJUSTED    1 2
 AK5130
 AK5130.Superseded values are not recommended for survey control.
 AK5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5130.See file dsdata.txt to determine how the superseded data were derived.
 AK5130
 AK5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435519(NAD 83)
 AK5130_MARKER: DD = SURVEY DISK
 AK5130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5130_SP_SET: CULVERT
 AK5130_STAMPING: BM B 2 1976
 AK5130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5130
 AK5130  HISTORY     - Date     Condition        Report By
 AK5130  HISTORY     - 1976     MONUMENTED       DOD
 AK5130
 AK5130                          STATION DESCRIPTION
 AK5130
 AK5130'DESCRIBED BY US DEPARTMENT OF DEFENSE 1976
 AK5130'IN CAPE CANAVERAL MISSILE BASE.
 AK5130'LOCATED ON A CONCRETE CULVERT.  98 FEET EAST OF THE EAST EDGE THE ICBM
 AK5130'ROAD, 23 FEET NORTH OF THE NORTH EDGE OF A BLACK-TOP ROAD, 6 INCHES
 AK5130'SOUTH OF A METAL WITNESS POST AND SIGN AND 6 INCHES EAST OF THE WEST
 AK5130'END OF A CONCRETE CULVERT.  THE DISK IS CEMENTED IN A DRILL HOLE,
 AK5130'FLUSH WITH THE SURFACE.  TO REACH FROM A T INTERSECTION OF CAPE ROAD
 AK5130'AND CENTRAL CONTROL ROAD, AT THE CENTRAL CONTROL BUILDING, ON CAPE
 AK5130'CANAVERAL MISSILE BASE.  GO NORTHEASTERLY ON THE CAPE ROAD FOR 0.05
 AK5130'MILE TO A FORK AND HVY LAUNCH ROAD, KEEP RIGHT FORK EASTERLY ON THE
 AK5130'HVY LAUNCH ROAD FOR 1.25 MILES TO A CROSSROADS.  HVY LAUNCH ROAD AND
 AK5130'ICBM ROAD, TURN RIGHT SOUTHERLY ON ICBM ROAD FOR 0.6 MILE TO A SIDE
 AK5130'ROAD LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6350 ***********************************************************************
 AF6350  DESIGNATION -  B 200
 AF6350  PID         -  AF6350
 AF6350  STATE/COUNTY-  FL/INDIAN RIVER
 AF6350  USGS QUAD   -  FELLSMERE (1992)
 AF6350
 AF6350                         *CURRENT SURVEY CONTROL
 AF6350  ___________________________________________________________________
 AF6350* NAD 83(1986)-  27 46 00.     (N)    080 31 37.     (W)     SCALED    
 AF6350* NAVD 88     -         6.191  (meters)      20.31   (feet)  ADJUSTED  
 AF6350  ___________________________________________________________________
 AF6350  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AF6350  DYNAMIC HT  -           6.182 (meters)      20.28  (feet)  COMP
 AF6350  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AF6350
 AF6350  VERT ORDER  -  FIRST     CLASS II
 AF6350
 AF6350.The horizontal coordinates were scaled from a topographic map and have
 AF6350.an estimated accuracy of +/- 6 seconds.
 AF6350
 AF6350.The orthometric height was determined by differential leveling
 AF6350.and adjusted by the National Geodetic Survey in June 1991..
 AF6350
 AF6350.The geoid height was determined by GEOID03.
 AF6350
 AF6350.The dynamic height is computed by dividing the NAVD 88
 AF6350.geopotential number by the normal gravity value computed on the
 AF6350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6350.degrees latitude (g = 980.6199 gals.).
 AF6350
 AF6350.The modeled gravity was interpolated from observed gravity values.
 AF6350
 AF6350;                    North         East    Units  Estimated Accuracy
 AF6350;SPC FL E     -   380,440.      246,630.      MT  (+/- 180 meters Scaled)
 AF6350
 AF6350                          SUPERSEDED SURVEY CONTROL
 AF6350
 AF6350  NGVD 29 (??/??/92)    6.635  (m)           21.77   (f) ADJ UNCH    1 2
 AF6350
 AF6350.Superseded values are not recommended for survey control.
 AF6350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6350.See file dsdata.txt to determine how the superseded data were derived.
 AF6350
 AF6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL466714(NAD 83)
 AF6350_MARKER: DB = BENCH MARK DISK
 AF6350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6350_STAMPING: B 200 1960
 AF6350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6350+STABILITY: SURFACE MOTION
 AF6350
 AF6350  HISTORY     - Date     Condition        Report By
 AF6350  HISTORY     - 1960     MONUMENTED       CGS
 AF6350  HISTORY     - 1988     GOOD             USPSQD
 AF6350  HISTORY     - 19890401 MARK NOT FOUND   USPSQD
 AF6350  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF6350
 AF6350                          STATION DESCRIPTION
 AF6350
 AF6350'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF6350'5.6 MI SW FROM SEBASTIAN.
 AF6350'0.6 MILE SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF6350'STATION AT SEBASTIAN, THENCE ABOUT 4.95 MILES SOUTHWEST ALONG
 AF6350'STATE HIGHWAY 512, 1.05 MILES WEST OF A SIDE ROAD LEADING SOUTH,
 AF6350'AT THE JUNCTION OF A DIM ROAD LEADING SOUTH, ABOUT 50 YARDS
 AF6350'NORTH OF THE NORTHEAST CORNER OF LAKE SANDRA, 31 1/2 FEET SOUTH
 AF6350'OF THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF THE CENTER
 AF6350'LINE OF DIM ROAD, 81 FEET EAST OF THE FIRST POWER LINE POLE WEST
 AF6350'OF THE JUNCTION, 2 FEET AST OF A STEEL WITNESS POST, ABOUT 1
 AF6350'FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 AF6350'POST PROJECTING 4 INCHES.
 AF6350
 AF6350                          STATION RECOVERY (1988)
 AF6350
 AF6350'RECOVERY NOTE BY US POWER SQUADRON 1988 (GGR)
 AF6350'RECOVERED IN GOOD CONDITION.
 AF6350
 AF6350                          STATION RECOVERY (1989)
 AF6350
 AF6350'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6350'MARK NOT FOUND.
 AF6350
 AF6350                          STATION RECOVERY (1994)
 AF6350
 AF6350'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3310 ***********************************************************************
 AF3310  DESIGNATION -  B 201
 AF3310  PID         -  AF3310
 AF3310  STATE/COUNTY-  FL/ST LUCIE
 AF3310  USGS QUAD   -  OSLO (1983)
 AF3310
 AF3310                         *CURRENT SURVEY CONTROL
 AF3310  ___________________________________________________________________
 AF3310* NAD 83(1986)-  27 31 14.     (N)    080 23 01.     (W)     SCALED    
 AF3310* NAVD 88     -         6.754  (meters)      22.16   (feet)  ADJUSTED  
 AF3310  ___________________________________________________________________
 AF3310  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AF3310  DYNAMIC HT  -           6.744 (meters)      22.13  (feet)  COMP
 AF3310  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 AF3310
 AF3310  VERT ORDER  -  FIRST     CLASS II
 AF3310
 AF3310.The horizontal coordinates were scaled from a topographic map and have
 AF3310.an estimated accuracy of +/- 6 seconds.
 AF3310
 AF3310.The orthometric height was determined by differential leveling
 AF3310.and adjusted by the National Geodetic Survey in June 1991..
 AF3310
 AF3310.The geoid height was determined by GEOID03.
 AF3310
 AF3310.The dynamic height is computed by dividing the NAVD 88
 AF3310.geopotential number by the normal gravity value computed on the
 AF3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3310.degrees latitude (g = 980.6199 gals.).
 AF3310
 AF3310.The modeled gravity was interpolated from observed gravity values.
 AF3310
 AF3310;                    North         East    Units  Estimated Accuracy
 AF3310;SPC FL E     -   353,230.      260,890.      MT  (+/- 180 meters Scaled)
 AF3310
 AF3310                          SUPERSEDED SURVEY CONTROL
 AF3310
 AF3310  NGVD 29 (??/??/92)    7.215  (m)           23.67   (f) ADJ UNCH    1 2
 AF3310
 AF3310.Superseded values are not recommended for survey control.
 AF3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3310.See file dsdata.txt to determine how the superseded data were derived.
 AF3310
 AF3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL608442(NAD 83)
 AF3310_MARKER: DB = BENCH MARK DISK
 AF3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3310_STAMPING: B 201 1960
 AF3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3310+STABILITY: SURFACE MOTION
 AF3310
 AF3310  HISTORY     - Date     Condition        Report By
 AF3310  HISTORY     - 1960     MONUMENTED       CGS
 AF3310  HISTORY     - 1970     GOOD             NGS
 AF3310  HISTORY     - 198806   MARK NOT FOUND   USPSQD
 AF3310  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3310
 AF3310                          STATION DESCRIPTION
 AF3310
 AF3310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF3310'7.8 MI NW FROM FORT PIERCE.
 AF3310'5.95 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF3310'STATION AT FORT PIERCE, THENCE ABOUT 1.85 MILES WEST ALONG
 AF3310'INDRIO ROAD, 0.8 MILE EAST OF THE INTERSECTION OF KINGS
 AF3310'HIGHWAY, 0.4 MILE EAST OF A 15-FOOT CONCRETE BRIDGE OVER A
 AF3310'DRAINAGE CANAL, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 AF3310'48 FEET SOUTH OF THE CENTER LINE OF INDRIO ROAD, 55 FEET EAST OF
 AF3310'THE CENTER LINE OF DIRT ROAD, 38 FEET SOUTHEAST OF THE EAST END
 AF3310'OF A 30-INCH PIPE CULVERT UNDER THE DIRT ROAD, 4 FEET WEST OF THE
 AF3310'FIRST POWER LINE POLE EAST OF THE JUNCTION, IN LINE WITH THE ROW
 AF3310'OF POLES, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 AF3310'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AF3310
 AF3310                          STATION RECOVERY (1970)
 AF3310
 AF3310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AF3310'RECOVERED IN GOOD CONDITION.
 AF3310
 AF3310                          STATION RECOVERY (1988)
 AF3310
 AF3310'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3310'MARK NOT FOUND.
 AF3310
 AF3310                          STATION RECOVERY (1989)
 AF3310
 AF3310'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1030 ***********************************************************************
 BE1030  DESIGNATION -  B 203
 BE1030  PID         -  BE1030
 BE1030  STATE/COUNTY-  FL/LEON
 BE1030  USGS QUAD   -  TALLAHASSEE (1976)
 BE1030
 BE1030                         *CURRENT SURVEY CONTROL
 BE1030  ___________________________________________________________________
 BE1030* NAD 83(1986)-  30 23 53.     (N)    084 21 20.     (W)     SCALED    
 BE1030* NAVD 88     -        15.310  (meters)      50.23   (feet)  ADJUSTED  
 BE1030  ___________________________________________________________________
 BE1030  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE1030  DYNAMIC HT  -          15.290 (meters)      50.16  (feet)  COMP
 BE1030  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BE1030
 BE1030  VERT ORDER  -  SECOND    CLASS 0
 BE1030
 BE1030.This mark is at Tallahassee (REGIONAL) Airport (TLH)
 BE1030
 BE1030.The horizontal coordinates were scaled from a topographic map and have
 BE1030.an estimated accuracy of +/- 6 seconds.
 BE1030
 BE1030.The orthometric height was determined by differential leveling
 BE1030.and adjusted by the National Geodetic Survey in June 1991..
 BE1030
 BE1030.The geoid height was determined by GEOID03.
 BE1030
 BE1030.The dynamic height is computed by dividing the NAVD 88
 BE1030.geopotential number by the normal gravity value computed on the
 BE1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1030.degrees latitude (g = 980.6199 gals.).
 BE1030
 BE1030.The modeled gravity was interpolated from observed gravity values.
 BE1030
 BE1030;                    North         East    Units  Estimated Accuracy
 BE1030;SPC FL N     -   154,980.      613,880.      MT  (+/- 180 meters Scaled)
 BE1030
 BE1030                          SUPERSEDED SURVEY CONTROL
 BE1030
 BE1030  NGVD 29 (??/??/92)   15.509  (m)           50.88   (f) ADJ UNCH    2 0
 BE1030
 BE1030.Superseded values are not recommended for survey control.
 BE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1030.See file dsdata.txt to determine how the superseded data were derived.
 BE1030
 BE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU540658(NAD 83)
 BE1030_MARKER: DB = BENCH MARK DISK
 BE1030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1030_SP_SET: CONCRETE CULVERT
 BE1030_STAMPING: B 203 1962
 BE1030_MARK LOGO: CGS   
 BE1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1030+STABILITY: SURFACE MOTION
 BE1030
 BE1030  HISTORY     - Date     Condition        Report By
 BE1030  HISTORY     - 1962     MONUMENTED       CGS
 BE1030  HISTORY     - 1975     GOOD             NGS
 BE1030  HISTORY     - 1983     GOOD             FLDNR
 BE1030
 BE1030                          STATION DESCRIPTION
 BE1030
 BE1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BE1030'5 MI SW FROM TALLAHASSEE.
 BE1030'AT THE TALLAHASSEE MUNICIPAL AIRPORT, IN A DRILL HOLE IN THE
 BE1030'TOP OF THE EAST END OF THE NORTH CONCRETE CULVERT ABUTMENT, ABOUT
 BE1030'420 FEET NORTH OF THE CONTROL TOWER, 23 FEET WEST OF A
 BE1030'NORTH-SOUTH PAVED ROAD, 25 FEET NORTH OF THE CENTER OF A DEAD
 BE1030'END ROAD, AND 48 FEET SOUTH OF A POWER LINE POLE (40).
 BE1030
 BE1030                          STATION RECOVERY (1975)
 BE1030
 BE1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BE1030'RECOVERED IN GOOD CONDITION.
 BE1030
 BE1030                          STATION RECOVERY (1983)
 BE1030
 BE1030'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 BE1030'RECOVERED IN GOOD CONDITION EXCEPT CHANGE NORTH-SOUTH PAVED ROAD TO A
 BE1030'CROSSOVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK3033 ***********************************************************************
 AK3033  DESIGNATION -  B 204 RESET 1968
 AK3033  PID         -  AK3033
 AK3033  STATE/COUNTY-  FL/BREVARD
 AK3033  USGS QUAD   -  MELBOURNE WEST (1988)
 AK3033
 AK3033                         *CURRENT SURVEY CONTROL
 AK3033  ___________________________________________________________________
 AK3033* NAD 83(1986)-  28 05 52.     (N)    080 37 53.     (W)     SCALED    
 AK3033* NAVD 88     -         6.51   (meters)      21.4    (feet)  RESET     
 AK3033  ___________________________________________________________________
 AK3033  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK3033
 AK3033  VERT ORDER  -  THIRD
 AK3033
 AK3033.This mark is at Melbourne Airport (MLB)
 AK3033
 AK3033.The horizontal coordinates were scaled from a topographic map and have
 AK3033.an estimated accuracy of +/- 6 seconds.
 AK3033
 AK3033.The orthometric height was computed from unverified reset data.
 AK3033
 AK3033.The geoid height was determined by GEOID03.
 AK3033
 AK3033;                    North         East    Units  Estimated Accuracy
 AK3033;SPC FL E     -   417,100.      236,220.      MT  (+/- 180 meters Scaled)
 AK3033
 AK3033                          SUPERSEDED SURVEY CONTROL
 AK3033
 AK3033  NGVD 29 (??/??/??)    6.94   (m)           22.8    (f) RESET       3  
 AK3033
 AK3033.Superseded values are not recommended for survey control.
 AK3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3033.See file dsdata.txt to determine how the superseded data were derived.
 AK3033
 AK3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM362080(NAD 83)
 AK3033_MARKER: DD = SURVEY DISK
 AK3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK3033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK3033_STAMPING: B 204 RESET 1968
 AK3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK3033+STABILITY: SURFACE MOTION
 AK3033
 AK3033  HISTORY     - Date     Condition        Report By
 AK3033  HISTORY     - 1968     MONUMENTED       LOCENG
 AK3033
 AK3033                          STATION DESCRIPTION
 AK3033
 AK3033'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AK3033'AT MELBOURNE.
 AK3033'AT MELBOURNE, LOCATED ON THE JOHN F. KENNEDY REGIONAL AIRPORT,
 AK3033'28 FEET NORTH OF THE NORTH EDGE OF THE TERMINAL RAMP, 454.07
 AK3033'FEET NORTH OF THE PASSENGER TERMINAL BUILDING, 210 FEET SOUTH OF
 AK3033'THE WIND T INDICATOR, 6.8 FEET EAST OF A 2 FT X 4 FT CATCH BASIN,
 AK3033'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2380 ***********************************************************************
 AK2380  DESIGNATION -  B 205
 AK2380  PID         -  AK2380
 AK2380  STATE/COUNTY-  FL/BREVARD
 AK2380  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2380
 AK2380                         *CURRENT SURVEY CONTROL
 AK2380  ___________________________________________________________________
 AK2380* NAD 83(1986)-  28 27 39.     (N)    080 35 25.     (W)     SCALED    
 AK2380* NAVD 88     -         2.558  (meters)       8.39   (feet)  ADJUSTED  
 AK2380  ___________________________________________________________________
 AK2380  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK2380  DYNAMIC HT  -           2.554 (meters)       8.38  (feet)  COMP
 AK2380  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 AK2380
 AK2380  VERT ORDER  -  FIRST     CLASS II
 AK2380
 AK2380.The horizontal coordinates were scaled from a topographic map and have
 AK2380.an estimated accuracy of +/- 6 seconds.
 AK2380
 AK2380.The orthometric height was determined by differential leveling
 AK2380.and adjusted by the National Geodetic Survey in June 1991..
 AK2380
 AK2380.The geoid height was determined by GEOID03.
 AK2380
 AK2380.The dynamic height is computed by dividing the NAVD 88
 AK2380.geopotential number by the normal gravity value computed on the
 AK2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2380.degrees latitude (g = 980.6199 gals.).
 AK2380
 AK2380.The modeled gravity was interpolated from observed gravity values.
 AK2380
 AK2380;                    North         East    Units  Estimated Accuracy
 AK2380;SPC FL E     -   457,350.      240,130.      MT  (+/- 180 meters Scaled)
 AK2380
 AK2380                          SUPERSEDED SURVEY CONTROL
 AK2380
 AK2380  NGVD 29 (??/??/92)    2.937  (m)            9.64   (f) ADJ UNCH    1 2
 AK2380
 AK2380.Superseded values are not recommended for survey control.
 AK2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2380.See file dsdata.txt to determine how the superseded data were derived.
 AK2380
 AK2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM401483(NAD 83)
 AK2380_MARKER: DB = BENCH MARK DISK
 AK2380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AK2380_SP_SET: 80 FEET
 AK2380_STAMPING: B 205 1963
 AK2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2380
 AK2380  HISTORY     - Date     Condition        Report By
 AK2380  HISTORY     - 1963     MONUMENTED       CGS
 AK2380  HISTORY     - 1976     GOOD             DOD
 AK2380
 AK2380                          STATION DESCRIPTION
 AK2380
 AK2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2380'2.3 MI S FROM CAPE CANAVERAL MISSILE BASE.
 AK2380'ABOUT 2.3 MILES SOUTH ALONG THE CAPE ROAD FROM THE CENTRAL
 AK2380'CONTROL BUILDING AT CAPE CANAVERAL MISSILE BASE, 55 FEET EAST OF
 AK2380'THE CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 95 FEET
 AK2380'WEST OF THE CENTER LINE OF THE NORTH BOUND LANE, 139 1/2 FEET
 AK2380'SOUTH OF THE CENTER LINE OF A ROAD LEADING TO MERCURY CONTROL
 AK2380'CENTER TELEMETRY RECEIVER SITE NO. 3, 3 FEET NORTH OF POWER LINE
 AK2380'POLE NO. B 31, 3 FEET SOUTH OF A METAL WITNESS POST, 2 FEET
 AK2380'BELOW THE LEVEL OF THE SOUTH BOUND LANE OF THE HIGHWAY, A DISK ON
 AK2380'THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 AK2380'THE LEVEL OF THE GROUND AND PROTECTED BY A 3 INCH TILE WHICH
 AK2380'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 AK2380'DRIVEN TO A DEPTH OF 80 FEET TO REFUSAL WITH A COBRA HAMMER.
 AK2380
 AK2380                          STATION RECOVERY (1976)
 AK2380
 AK2380'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 AK2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2804 ***********************************************************************
 AK2804  DESIGNATION -  B 206
 AK2804  PID         -  AK2804
 AK2804  STATE/COUNTY-  FL/BREVARD
 AK2804  USGS QUAD   -  COCOA BEACH (1976)
 AK2804
 AK2804                         *CURRENT SURVEY CONTROL
 AK2804  ___________________________________________________________________
 AK2804* NAD 83(1986)-  28 20 07.     (N)    080 36 38.     (W)     SCALED    
 AK2804* NAVD 88     -         1.076  (meters)       3.53   (feet)  ADJUSTED  
 AK2804  ___________________________________________________________________
 AK2804  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AK2804  DYNAMIC HT  -           1.075 (meters)       3.53  (feet)  COMP
 AK2804  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 AK2804
 AK2804  VERT ORDER  -  FIRST     CLASS II
 AK2804
 AK2804.The horizontal coordinates were scaled from a topographic map and have
 AK2804.an estimated accuracy of +/- 6 seconds.
 AK2804
 AK2804.The orthometric height was determined by differential leveling
 AK2804.and adjusted by the National Geodetic Survey in June 1991..
 AK2804
 AK2804.The geoid height was determined by GEOID03.
 AK2804
 AK2804.The dynamic height is computed by dividing the NAVD 88
 AK2804.geopotential number by the normal gravity value computed on the
 AK2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2804.degrees latitude (g = 980.6199 gals.).
 AK2804
 AK2804.The modeled gravity was interpolated from observed gravity values.
 AK2804
 AK2804;                    North         East    Units  Estimated Accuracy
 AK2804;SPC FL E     -   443,430.      238,190.      MT  (+/- 180 meters Scaled)
 AK2804
 AK2804                          SUPERSEDED SURVEY CONTROL
 AK2804
 AK2804  NGVD 29 (??/??/92)    1.510  (m)            4.95   (f) ADJ UNCH    1 2
 AK2804
 AK2804.Superseded values are not recommended for survey control.
 AK2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2804.See file dsdata.txt to determine how the superseded data were derived.
 AK2804
 AK2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381344(NAD 83)
 AK2804_MARKER: DB = BENCH MARK DISK
 AK2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2804_STAMPING: B 206 1963
 AK2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2804+STABILITY: SURFACE MOTION
 AK2804
 AK2804  HISTORY     - Date     Condition        Report By
 AK2804  HISTORY     - 1963     MONUMENTED       CGS
 AK2804  HISTORY     - 1976     MARK NOT FOUND   USGS
 AK2804  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AK2804  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2804  HISTORY     - 19950117 MARK NOT FOUND   USPSQD
 AK2804  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 AK2804
 AK2804                          STATION DESCRIPTION
 AK2804
 AK2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2804'1.2 MI N FROM COCOA BEACH.
 AK2804'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE CITY
 AK2804'HALL AT COCOA BEACH, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AK2804'196 FEET NORTH OF THE CENTER LINE OF ESTHER DRIVE, 24 FEET WEST OF
 AK2804'A CONCRETE LIGHT POLE, 1 FOOT NORTH OF A GUY WIRE FOR A POWER
 AK2804'LINE BRACE POLE, 2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET
 AK2804'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AK2804'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK2804
 AK2804                          STATION RECOVERY (1976)
 AK2804
 AK2804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AK2804'MARK NOT FOUND.
 AK2804
 AK2804                          STATION RECOVERY (1984)
 AK2804
 AK2804'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK2804'MARK NOT FOUND.
 AK2804
 AK2804                          STATION RECOVERY (1990)
 AK2804
 AK2804'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2804'MARK NOT FOUND.
 AK2804
 AK2804                          STATION RECOVERY (1995)
 AK2804
 AK2804'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2804'MARK NOT FOUND.
 AK2804
 AK2804                          STATION RECOVERY (2003)
 AK2804
 AK2804'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK2804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2198 ***********************************************************************
 AK2198  DESIGNATION -  B 207
 AK2198  PID         -  AK2198
 AK2198  STATE/COUNTY-  FL/BREVARD
 AK2198  USGS QUAD   -  COURTENAY (1976)
 AK2198
 AK2198                         *CURRENT SURVEY CONTROL
 AK2198  ___________________________________________________________________
 AK2198* NAD 83(1986)-  28 23 20.     (N)    080 42 12.     (W)     SCALED    
 AK2198* NAVD 88     -         2.927  (meters)       9.60   (feet)  ADJUSTED  
 AK2198  ___________________________________________________________________
 AK2198  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK2198  DYNAMIC HT  -           2.922 (meters)       9.59  (feet)  COMP
 AK2198  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 AK2198
 AK2198  VERT ORDER  -  FIRST     CLASS II
 AK2198
 AK2198.The horizontal coordinates were scaled from a topographic map and have
 AK2198.an estimated accuracy of +/- 6 seconds.
 AK2198
 AK2198.The orthometric height was determined by differential leveling
 AK2198.and adjusted by the National Geodetic Survey in June 1991..
 AK2198
 AK2198.The geoid height was determined by GEOID03.
 AK2198
 AK2198.The dynamic height is computed by dividing the NAVD 88
 AK2198.geopotential number by the normal gravity value computed on the
 AK2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2198.degrees latitude (g = 980.6199 gals.).
 AK2198
 AK2198.The modeled gravity was interpolated from observed gravity values.
 AK2198
 AK2198;                    North         East    Units  Estimated Accuracy
 AK2198;SPC FL E     -   449,340.      229,070.      MT  (+/- 180 meters Scaled)
 AK2198
 AK2198                          SUPERSEDED SURVEY CONTROL
 AK2198
 AK2198  NGVD 29 (??/??/92)    3.340  (m)           10.96   (f) ADJ UNCH    1 2
 AK2198
 AK2198.Superseded values are not recommended for survey control.
 AK2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2198.See file dsdata.txt to determine how the superseded data were derived.
 AK2198
 AK2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM290403(NAD 83)
 AK2198_MARKER: DB = BENCH MARK DISK
 AK2198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2198_SP_SET: CULVERT
 AK2198_STAMPING: B 207 1963
 AK2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2198
 AK2198  HISTORY     - Date     Condition        Report By
 AK2198  HISTORY     - 1963     MONUMENTED       CGS
 AK2198  HISTORY     - 1976     MARK NOT FOUND   USGS
 AK2198  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AK2198  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK2198  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK2198  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2198  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 AK2198
 AK2198                          STATION DESCRIPTION
 AK2198
 AK2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2198'2.4 MI N FROM MERRITT ISLAND.
 AK2198'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AK2198'OF STATE HIGHWAY 520 AT MERRITT ISLAND, SET ON THE TOP OF THE
 AK2198'SOUTH END OF THE WEST CONCRETE HEADWALL OF A DOUBLE 24-INCH
 AK2198'PIPE CULVERT UNDER THE HIGHWAY, 17 FEET WEST OF THE CENTER LINE
 AK2198'OF THE HIGHWAY AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
 AK2198
 AK2198                          STATION RECOVERY (1976)
 AK2198
 AK2198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AK2198'MARK NOT FOUND.
 AK2198
 AK2198                          STATION RECOVERY (1984)
 AK2198
 AK2198'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK2198'MARK NOT FOUND.
 AK2198
 AK2198                          STATION RECOVERY (1987)
 AK2198
 AK2198'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2198'MARK NOT FOUND.
 AK2198
 AK2198                          STATION RECOVERY (1988)
 AK2198
 AK2198'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2198'MARK NOT FOUND.
 AK2198
 AK2198                          STATION RECOVERY (1990)
 AK2198
 AK2198'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2198'MARK NOT FOUND.
 AK2198
 AK2198                          STATION RECOVERY (2003)
 AK2198
 AK2198'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK2198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2136 ***********************************************************************
 AK2136  DESIGNATION -  B 208
 AK2136  PID         -  AK2136
 AK2136  STATE/COUNTY-  FL/BREVARD
 AK2136  USGS QUAD   -  COURTENAY (1976)
 AK2136
 AK2136                         *CURRENT SURVEY CONTROL
 AK2136  ___________________________________________________________________
 AK2136* NAD 83(1986)-  28 28 40.     (N)    080 40 04.     (W)     SCALED    
 AK2136* NAVD 88     -         3.132  (meters)      10.28   (feet)  ADJUSTED  
 AK2136  ___________________________________________________________________
 AK2136  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AK2136  DYNAMIC HT  -           3.128 (meters)      10.26  (feet)  COMP
 AK2136  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 AK2136
 AK2136  VERT ORDER  -  FIRST     CLASS II
 AK2136
 AK2136.The horizontal coordinates were scaled from a topographic map and have
 AK2136.an estimated accuracy of +/- 6 seconds.
 AK2136
 AK2136.The orthometric height was determined by differential leveling
 AK2136.and adjusted by the National Geodetic Survey in June 1991..
 AK2136
 AK2136.The geoid height was determined by GEOID03.
 AK2136
 AK2136.The dynamic height is computed by dividing the NAVD 88
 AK2136.geopotential number by the normal gravity value computed on the
 AK2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2136.degrees latitude (g = 980.6199 gals.).
 AK2136
 AK2136.The modeled gravity was interpolated from observed gravity values.
 AK2136
 AK2136;                    North         East    Units  Estimated Accuracy
 AK2136;SPC FL E     -   459,200.      232,530.      MT  (+/- 180 meters Scaled)
 AK2136
 AK2136                          SUPERSEDED SURVEY CONTROL
 AK2136
 AK2136  NGVD 29 (??/??/92)    3.534  (m)           11.59   (f) ADJ UNCH    1 2
 AK2136
 AK2136.Superseded values are not recommended for survey control.
 AK2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2136.See file dsdata.txt to determine how the superseded data were derived.
 AK2136
 AK2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM325501(NAD 83)
 AK2136_MARKER: DB = BENCH MARK DISK
 AK2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2136_STAMPING: B 208 1963
 AK2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2136+STABILITY: SURFACE MOTION
 AK2136
 AK2136  HISTORY     - Date     Condition        Report By
 AK2136  HISTORY     - 1963     MONUMENTED       CGS
 AK2136  HISTORY     - 1976     MARK NOT FOUND   DOD
 AK2136  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK2136  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2136
 AK2136                          STATION DESCRIPTION
 AK2136
 AK2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2136'10.8 MI NE FROM MERRITT ISLAND.
 AK2136'ABOUT 9.3 MILES NORTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AK2136'JUNCTION OF STATE HIGHWAY 520 AT MERRITT ISLAND, THENCE 1.45
 AK2136'MILES EAST ALONG A SAND ROD, NEAR THE JUNCTION OF A DIM TRAIL
 AK2136'LEADING SOUTH, 63 FEET SOUTH OF THE CENTER LINE OF THE SAND ROAD,
 AK2136'12 FEET EAST OF THE CENTER LINE OF THE TRAIL, 2 FEET NORTH OF A
 AK2136'WHITE WOODEN WITNESS POST, ABOT LEVEL WITH THE SAND ROAD, SET
 AK2136'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 AK2136'LEVEL OF THE GROUND.
 AK2136
 AK2136                          STATION RECOVERY (1976)
 AK2136
 AK2136'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 AK2136'MARK NOT FOUND.
 AK2136
 AK2136                          STATION RECOVERY (1988)
 AK2136
 AK2136'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2136'MARK NOT FOUND.
 AK2136
 AK2136                          STATION RECOVERY (1990)
 AK2136
 AK2136'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0705 ***********************************************************************
 AK0705  DESIGNATION -  B 209
 AK0705  PID         -  AK0705
 AK0705  STATE/COUNTY-  FL/BREVARD
 AK0705  USGS QUAD   -  PARDON ISLAND (1994)
 AK0705
 AK0705                         *CURRENT SURVEY CONTROL
 AK0705  ___________________________________________________________________
 AK0705* NAD 83(1986)-  28 46 11.     (N)    080 43 06.     (W)     SCALED    
 AK0705* NAVD 88     -         2.642  (meters)       8.67   (feet)  ADJUSTED  
 AK0705  ___________________________________________________________________
 AK0705  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AK0705  DYNAMIC HT  -           2.638 (meters)       8.65  (feet)  COMP
 AK0705  MODELED GRAV-     979,250.9   (mgal)                       NAVD 88
 AK0705
 AK0705  VERT ORDER  -  FIRST     CLASS II
 AK0705
 AK0705.The horizontal coordinates were scaled from a topographic map and have
 AK0705.an estimated accuracy of +/- 6 seconds.
 AK0705
 AK0705.The orthometric height was determined by differential leveling
 AK0705.and adjusted by the National Geodetic Survey in June 1991..
 AK0705
 AK0705.The geoid height was determined by GEOID03.
 AK0705
 AK0705.The dynamic height is computed by dividing the NAVD 88
 AK0705.geopotential number by the normal gravity value computed on the
 AK0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0705.degrees latitude (g = 980.6199 gals.).
 AK0705
 AK0705.The modeled gravity was interpolated from observed gravity values.
 AK0705
 AK0705;                    North         East    Units  Estimated Accuracy
 AK0705;SPC FL E     -   491,540.      227,500.      MT  (+/- 180 meters Scaled)
 AK0705
 AK0705                          SUPERSEDED SURVEY CONTROL
 AK0705
 AK0705  NGVD 29 (??/??/92)    3.028  (m)            9.93   (f) ADJ UNCH    1 2
 AK0705
 AK0705.Superseded values are not recommended for survey control.
 AK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0705.See file dsdata.txt to determine how the superseded data were derived.
 AK0705
 AK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM274825(NAD 83)
 AK0705_MARKER: DB = BENCH MARK DISK
 AK0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0705_STAMPING: B 209 1963
 AK0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0705+STABILITY: SURFACE MOTION
 AK0705
 AK0705  HISTORY     - Date     Condition        Report By
 AK0705  HISTORY     - 1963     MONUMENTED       CGS
 AK0705  HISTORY     - 1970     GOOD             NGS
 AK0705
 AK0705                          STATION DESCRIPTION
 AK0705
 AK0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK0705'22.7 MI NE FROM TITUSVILLE.
 AK0705'ABOUT 12.3 MILES EAST ALONG STATE HIGHWAY 401 AND 402 FROM THE
 AK0705'JUNCTION OF U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 10.4 MILES
 AK0705'NORTHWEST ALONG A DIM SAND ROAD, 14 FEET NORTHEAST OF THE CENTER
 AK0705'LINE OF THE ROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF A
 AK0705'TRAIL LEADING TO THE BEACH, 76 FEET SOUTHWEST OF THE TOP OF THE
 AK0705'BANK BETWEEN THE ROAD AND THE OCEAN, 2 FEET NORTHWEST OF A
 AK0705'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD
 AK0705'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 AK0705'THE LEVEL OF THE GROUND.
 AK0705
 AK0705                          STATION RECOVERY (1970)
 AK0705
 AK0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0989 ***********************************************************************
 AR0989  DESIGNATION -  B 21
 AR0989  PID         -  AR0989
 AR0989  STATE/COUNTY-  FL/MARION
 AR0989  USGS QUAD   -  DUNNELLON (1991)
 AR0989
 AR0989                         *CURRENT SURVEY CONTROL
 AR0989  ___________________________________________________________________
 AR0989* NAD 83(1986)-  29 02 57.     (N)    082 26 47.     (W)     SCALED    
 AR0989* NAVD 88     -         9.669  (meters)      31.72   (feet)  ADJUSTED  
 AR0989  ___________________________________________________________________
 AR0989  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AR0989  DYNAMIC HT  -           9.656 (meters)      31.68  (feet)  COMP
 AR0989  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 AR0989
 AR0989  VERT ORDER  -  FIRST     CLASS I
 AR0989
 AR0989.The horizontal coordinates were scaled from a topographic map and have
 AR0989.an estimated accuracy of +/- 6 seconds.
 AR0989
 AR0989.The orthometric height was determined by differential leveling
 AR0989.and adjusted by the National Geodetic Survey in June 1991..
 AR0989
 AR0989.The geoid height was determined by GEOID03.
 AR0989
 AR0989.The dynamic height is computed by dividing the NAVD 88
 AR0989.geopotential number by the normal gravity value computed on the
 AR0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0989.degrees latitude (g = 980.6199 gals.).
 AR0989
 AR0989.The modeled gravity was interpolated from observed gravity values.
 AR0989
 AR0989;                    North         East    Units  Estimated Accuracy
 AR0989;SPC FL W     -   522,560.      156,530.      MT  (+/- 180 meters Scaled)
 AR0989
 AR0989                          SUPERSEDED SURVEY CONTROL
 AR0989
 AR0989  NGVD 29 (??/??/92)    9.921  (m)           32.55   (f) ADJ UNCH    1 1
 AR0989
 AR0989.Superseded values are not recommended for survey control.
 AR0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0989.See file dsdata.txt to determine how the superseded data were derived.
 AR0989
 AR0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN591142(NAD 83)
 AR0989_MARKER: DB = BENCH MARK DISK
 AR0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0989_STAMPING: B 21 1933 32.697
 AR0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0989+STABILITY: SURFACE MOTION
 AR0989
 AR0989  HISTORY     - Date     Condition        Report By
 AR0989  HISTORY     - 1933     MONUMENTED       CGS+SS
 AR0989  HISTORY     - 1966     GOOD             NGS
 AR0989  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AR0989  HISTORY     - 19890706 MARK NOT FOUND   USPSQD
 AR0989  HISTORY     - 19910129 MARK NOT FOUND   USPSQD
 AR0989  HISTORY     - 20031028 MARK NOT FOUND   FLDEP
 AR0989
 AR0989                          STATION DESCRIPTION
 AR0989
 AR0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0989'AT DUNNELLON.
 AR0989'AT DUNNELLON, ALONG THE SEABOARD AIR LINE RAILROAD, NEAR THE
 AR0989'CROSSING OF STATE HIGHWAY 484, 100 FEET NORTH OF AND ACROSS STATE
 AR0989'HIGHWAY 484 FROM THE NORTHWEST CORNER OF THE FREIGHT STATION, 205
 AR0989'FEET EAST OF THE NORTHEAST CORNER OF HIGHWAY BRIDGE OVER BLUE
 AR0989'RUN, 56 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 47 FEET
 AR0989'WEST OF THE WEST RAIL OF THE MAIN TRACK, 37 FEET NORTH OF THE
 AR0989'CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AR0989'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AR0989'GROUND.
 AR0989
 AR0989                          STATION RECOVERY (1988)
 AR0989
 AR0989'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AR0989'MARK NOT FOUND.
 AR0989
 AR0989                          STATION RECOVERY (1989)
 AR0989
 AR0989'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGL)
 AR0989'MARK NOT FOUND.
 AR0989
 AR0989                          STATION RECOVERY (1991)
 AR0989
 AR0989'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AR0989'MARK NOT FOUND.
 AR0989
 AR0989                          STATION RECOVERY (2003)
 AR0989
 AR0989'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0989'MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5099 ***********************************************************************
 AK5099  DESIGNATION -  B 210
 AK5099  PID         -  AK5099
 AK5099  STATE/COUNTY-  FL/BREVARD
 AK5099  USGS QUAD   -  ORSINO (1976)
 AK5099
 AK5099                         *CURRENT SURVEY CONTROL
 AK5099  ___________________________________________________________________
 AK5099* NAD 83(1986)-  28 33 44.     (N)    080 39 49.     (W)     SCALED    
 AK5099* NAVD 88     -         1.100  (meters)       3.61   (feet)  ADJUSTED  
 AK5099  ___________________________________________________________________
 AK5099  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK5099  DYNAMIC HT  -           1.098 (meters)       3.60  (feet)  COMP
 AK5099  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 AK5099
 AK5099  VERT ORDER  -  FIRST     CLASS II
 AK5099
 AK5099.The horizontal coordinates were scaled from a topographic map and have
 AK5099.an estimated accuracy of +/- 6 seconds.
 AK5099
 AK5099.The orthometric height was determined by differential leveling
 AK5099.and adjusted by the National Geodetic Survey in June 1991..
 AK5099
 AK5099.The geoid height was determined by GEOID03.
 AK5099
 AK5099.The dynamic height is computed by dividing the NAVD 88
 AK5099.geopotential number by the normal gravity value computed on the
 AK5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5099.degrees latitude (g = 980.6199 gals.).
 AK5099
 AK5099.The modeled gravity was interpolated from observed gravity values.
 AK5099
 AK5099;                    North         East    Units  Estimated Accuracy
 AK5099;SPC FL E     -   468,560.      232,910.      MT  (+/- 180 meters Scaled)
 AK5099
 AK5099                          SUPERSEDED SURVEY CONTROL
 AK5099
 AK5099  NGVD 29 (??/??/92)    1.49   (m)            4.9    (f) COMPUTED    1 2
 AK5099
 AK5099.Superseded values are not recommended for survey control.
 AK5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5099.See file dsdata.txt to determine how the superseded data were derived.
 AK5099
 AK5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM329595(NAD 83)
 AK5099_MARKER: DB = BENCH MARK DISK
 AK5099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK5099_STAMPING: B 210 1963
 AK5099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5099+STABILITY: SURFACE MOTION
 AK5099
 AK5099  HISTORY     - Date     Condition        Report By
 AK5099  HISTORY     - 1963     MONUMENTED       CGS
 AK5099
 AK5099                          STATION DESCRIPTION
 AK5099
 AK5099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK5099'16.7 MI NE FROM MERRITT ISLAND.
 AK5099'ABOUT 16.2 MILES NORTHEAST ALONG STATE HIGHWAY NO. A 1 A FROM
 AK5099'THE JUNCTION OF STATE HIGHWAY 520 AT MERRITT ISLAND, THENCE
 AK5099'0.5 MILE WEST ALONG A GRADED SAND ROAD, AT A SAND ROAD CROSSING,
 AK5099'16 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 21 FEET
 AK5099'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 69 1/2 FEET
 AK5099'WEST OF AND ACROSS THE ROAD JUNCTION FROM POWER LINE POLE NO.
 AK5099'8, 13 FEET NORTH OF THE WEST END OF A 48-INCH PIPE CULVERT UNDER
 AK5099'THE NORTH-SOUTH ROAD, 1 1/2 FEET NORTH OF A METAL WITNESS POST,
 AK5099'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AK5099'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1029 ***********************************************************************
 AK1029  DESIGNATION -  B 210 RESET 1964
 AK1029  PID         -  AK1029
 AK1029  STATE/COUNTY-  FL/BREVARD
 AK1029  USGS QUAD   -  ORSINO (1976)
 AK1029
 AK1029                         *CURRENT SURVEY CONTROL
 AK1029  ___________________________________________________________________
 AK1029* NAD 83(1986)-  28 33 44.     (N)    080 39 49.     (W)     SCALED    
 AK1029* NAVD 88     -         0.93   (meters)       3.1    (feet)  RESET     
 AK1029  ___________________________________________________________________
 AK1029  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK1029
 AK1029  VERT ORDER  -  THIRD
 AK1029
 AK1029.The horizontal coordinates were scaled from a topographic map and have
 AK1029.an estimated accuracy of +/- 6 seconds.
 AK1029
 AK1029.The orthometric height was computed from unverified reset data.
 AK1029
 AK1029.The geoid height was determined by GEOID03.
 AK1029
 AK1029;                    North         East    Units  Estimated Accuracy
 AK1029;SPC FL E     -   468,560.      232,910.      MT  (+/- 180 meters Scaled)
 AK1029
 AK1029                          SUPERSEDED SURVEY CONTROL
 AK1029
 AK1029  NGVD 29 (??/??/92)    1.320  (m)            4.33   (f) ADJ UNCH    1 2
 AK1029
 AK1029.Superseded values are not recommended for survey control.
 AK1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1029.See file dsdata.txt to determine how the superseded data were derived.
 AK1029
 AK1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM329595(NAD 83)
 AK1029_MARKER: DB = BENCH MARK DISK
 AK1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK1029_STAMPING: B 210 RESET 1964
 AK1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1029+STABILITY: SURFACE MOTION
 AK1029
 AK1029  HISTORY     - Date     Condition        Report By
 AK1029  HISTORY     - 1964     MONUMENTED       CGS
 AK1029
 AK1029                          STATION DESCRIPTION
 AK1029
 AK1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1029'16.7 MI NE FROM MERRITT ISLAND.
 AK1029'ABOUT 16.2 MILES NORTHEAST ALONG STATE HIGHWAY A1A FROM THE
 AK1029'JUNCTION OF STATE HIGHWAY 520 AT MERRITT ISLAND, THENCE 0.5
 AK1029'MILE WEST ALONG THE HIGHWAY TO A SAND ROAD CROSSING, 71.3 FEET
 AK1029'SOUTH OF THE WEST GATE POST OF AN ENTRANCE, 10.7 FEET WEST OF THE
 AK1029'CENTERLINE OF A SAND ROAD, 1.7 FEET EAST OF A FENCELINE,
 AK1029'1.0 FOOT SOUTH OF A WITNESS POST AND MARKER, SET IN THE TOP OF A
 AK1029'CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND
 AK1029'AND IS SET AT THE NORTH EDGE OF THE NORTH ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0861 ***********************************************************************
 AK0861  DESIGNATION -  B 211
 AK0861  PID         -  AK0861
 AK0861  STATE/COUNTY-  FL/BREVARD
 AK0861  USGS QUAD   -  WILSON (1979)
 AK0861
 AK0861                         *CURRENT SURVEY CONTROL
 AK0861  ___________________________________________________________________
 AK0861* NAD 83(1986)-  28 38 36.     (N)    080 41 54.     (W)     SCALED    
 AK0861* NAVD 88     -         2.096  (meters)       6.88   (feet)  ADJUSTED  
 AK0861  ___________________________________________________________________
 AK0861  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AK0861  DYNAMIC HT  -           2.093 (meters)       6.87  (feet)  COMP
 AK0861  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 AK0861
 AK0861  VERT ORDER  -  FIRST     CLASS II
 AK0861
 AK0861.The horizontal coordinates were scaled from a topographic map and have
 AK0861.an estimated accuracy of +/- 6 seconds.
 AK0861
 AK0861.The orthometric height was determined by differential leveling
 AK0861.and adjusted by the National Geodetic Survey in June 1991..
 AK0861
 AK0861.The geoid height was determined by GEOID03.
 AK0861
 AK0861.The dynamic height is computed by dividing the NAVD 88
 AK0861.geopotential number by the normal gravity value computed on the
 AK0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0861.degrees latitude (g = 980.6199 gals.).
 AK0861
 AK0861.The modeled gravity was interpolated from observed gravity values.
 AK0861
 AK0861;                    North         East    Units  Estimated Accuracy
 AK0861;SPC FL E     -   477,540.      229,490.      MT  (+/- 180 meters Scaled)
 AK0861
 AK0861                          SUPERSEDED SURVEY CONTROL
 AK0861
 AK0861  NGVD 29 (??/??/92)    2.481  (m)            8.14   (f) ADJ UNCH    1 2
 AK0861
 AK0861.Superseded values are not recommended for survey control.
 AK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0861.See file dsdata.txt to determine how the superseded data were derived.
 AK0861
 AK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM294685(NAD 83)
 AK0861_MARKER: DB = BENCH MARK DISK
 AK0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AK0861_SP_SET: 155.5 FEET
 AK0861_STAMPING: B 211 1963
 AK0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0861
 AK0861  HISTORY     - Date     Condition        Report By
 AK0861  HISTORY     - 1963     MONUMENTED       CGS
 AK0861  HISTORY     - 1983     GOOD             USPSQD
 AK0861  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AK0861  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0861  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0861
 AK0861                          STATION DESCRIPTION
 AK0861
 AK0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK0861'7.8 MI E FROM TITUSVILLE.
 AK0861'ABOUT 7.8 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION
 AK0861'OF U.S. HIGHWAY 1 AT TITUSVILLE, ABOUT 0.15 MILE WEST OF THE
 AK0861'INTERSECTION OF STATE HIGHWAY A 1 A, 77 FEET SOUTH OF THE CENTER
 AK0861'LINE OF THE HIGHWAY, 88 FEET SOUTHWEST OF THE CENTER LINE OF A
 AK0861'SAND ROAD LEADING SOUTHEAST, 2.7 FEET NORTHEAST OF TRIANGULATION
 AK0861'STATION WILSON 1934 1962 RM 5, 4 FEET NORTHEAST OF A METAL
 AK0861'WITNESS POST, 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK
 AK0861'SET ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 AK0861'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 3 INCH TILE
 AK0861'WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A
 AK0861'DEPTH OF 155.5 FEET.  NOTE-- THE MARK IS UNDER A 90-FOOT HIGH
 AK0861'STEEL TOWER THAT IS SET IN CEMENT.
 AK0861
 AK0861                          STATION RECOVERY (1983)
 AK0861
 AK0861'RECOVERY NOTE BY US POWER SQUADRON 1983
 AK0861'RECOVERED IN GOOD CONDITION.
 AK0861
 AK0861                          STATION RECOVERY (1985)
 AK0861
 AK0861'RECOVERY NOTE BY US POWER SQUADRON 1985
 AK0861'MARK NOT FOUND.
 AK0861
 AK0861                          STATION RECOVERY (1988)
 AK0861
 AK0861'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0861'MARK NOT FOUND.
 AK0861
 AK0861                          STATION RECOVERY (1990)
 AK0861
 AK0861'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1455 ***********************************************************************
 AQ1455  DESIGNATION -  B 212
 AQ1455  PID         -  AQ1455
 AQ1455  STATE/COUNTY-  FL/VOLUSIA
 AQ1455  USGS QUAD   -  NEW SMYRNA BEACH (1993)
 AQ1455
 AQ1455                         *CURRENT SURVEY CONTROL
 AQ1455  ___________________________________________________________________
 AQ1455* NAD 83(1986)-  29 00 07.     (N)    080 52 41.     (W)     SCALED    
 AQ1455* NAVD 88     -         3.524  (meters)      11.56   (feet)  ADJUSTED  
 AQ1455  ___________________________________________________________________
 AQ1455  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AQ1455  DYNAMIC HT  -           3.519 (meters)      11.55  (feet)  COMP
 AQ1455  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AQ1455
 AQ1455  VERT ORDER  -  FIRST     CLASS II
 AQ1455
 AQ1455.The horizontal coordinates were scaled from a topographic map and have
 AQ1455.an estimated accuracy of +/- 6 seconds.
 AQ1455
 AQ1455.The orthometric height was determined by differential leveling
 AQ1455.and adjusted by the National Geodetic Survey in June 1991..
 AQ1455
 AQ1455.The geoid height was determined by GEOID03.
 AQ1455
 AQ1455.The dynamic height is computed by dividing the NAVD 88
 AQ1455.geopotential number by the normal gravity value computed on the
 AQ1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1455.degrees latitude (g = 980.6199 gals.).
 AQ1455
 AQ1455.The modeled gravity was interpolated from observed gravity values.
 AQ1455
 AQ1455;                    North         East    Units  Estimated Accuracy
 AQ1455;SPC FL E     -   517,250.      211,880.      MT  (+/- 180 meters Scaled)
 AQ1455
 AQ1455                          SUPERSEDED SURVEY CONTROL
 AQ1455
 AQ1455  NGVD 29 (??/??/92)    3.894  (m)           12.78   (f) ADJ UNCH    1 2
 AQ1455
 AQ1455.Superseded values are not recommended for survey control.
 AQ1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1455.See file dsdata.txt to determine how the superseded data were derived.
 AQ1455
 AQ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN118082(NAD 83)
 AQ1455_MARKER: DB = BENCH MARK DISK
 AQ1455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1455_SP_SET: 97 FEET
 AQ1455_STAMPING: B 212 1963
 AQ1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1455
 AQ1455  HISTORY     - Date     Condition        Report By
 AQ1455  HISTORY     - 1963     MONUMENTED       CGS
 AQ1455  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AQ1455
 AQ1455                          STATION DESCRIPTION
 AQ1455
 AQ1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1455'AT NEW SMYRNA BEACH.
 AQ1455'AT THE BEACH PART OF NEW SMYRNA BEACH, IN THE YARD OF THE NEW
 AQ1455'CORONADO BEACH SCHOOL, 26.7 FEET SOUTH OF THE SOUTHEAST CORNER
 AQ1455'OF THE SCHOOL, 54.1 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 AQ1455'OF THE SCHOOL, 270 FEET EAST OF THE CENTER LINE OF SAXON DRIVE,
 AQ1455'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 3
 AQ1455'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 3 INCH
 AQ1455'TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ1455'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 97 FEET.
 AQ1455
 AQ1455                          STATION RECOVERY (1984)
 AQ1455
 AQ1455'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0128 ***********************************************************************
 AK0128  DESIGNATION -  B 213
 AK0128  PID         -  AK0128
 AK0128  STATE/COUNTY-  FL/VOLUSIA
 AK0128  USGS QUAD   -  LAKE HELEN (1980)
 AK0128
 AK0128                         *CURRENT SURVEY CONTROL
 AK0128  ___________________________________________________________________
 AK0128* NAD 83(1986)-  28 58 29.     (N)    081 14 07.     (W)     SCALED    
 AK0128* NAVD 88     -        10.360  (meters)      33.99   (feet)  ADJUSTED  
 AK0128  ___________________________________________________________________
 AK0128  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AK0128  DYNAMIC HT  -          10.346 (meters)      33.94  (feet)  COMP
 AK0128  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 AK0128
 AK0128  VERT ORDER  -  FIRST     CLASS II
 AK0128
 AK0128.The horizontal coordinates were scaled from a topographic map and have
 AK0128.an estimated accuracy of +/- 6 seconds.
 AK0128
 AK0128.The orthometric height was determined by differential leveling
 AK0128.and adjusted by the National Geodetic Survey in June 1991..
 AK0128.WARNING-Repeat measurements at this control monument indicate possible
 AK0128.vertical movement.
 AK0128
 AK0128.The geoid height was determined by GEOID03.
 AK0128
 AK0128.The dynamic height is computed by dividing the NAVD 88
 AK0128.geopotential number by the normal gravity value computed on the
 AK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0128.degrees latitude (g = 980.6199 gals.).
 AK0128
 AK0128.The modeled gravity was interpolated from observed gravity values.
 AK0128
 AK0128;                    North         East    Units  Estimated Accuracy
 AK0128;SPC FL E     -   514,250.      177,070.      MT  (+/- 180 meters Scaled)
 AK0128
 AK0128                          SUPERSEDED SURVEY CONTROL
 AK0128
 AK0128  NGVD 29 (09/01/92)   10.683  (m)           35.05   (f) ADJUSTED    1 2
 AK0128
 AK0128.Superseded values are not recommended for survey control.
 AK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0128.See file dsdata.txt to determine how the superseded data were derived.
 AK0128
 AK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN770052(NAD 83)
 AK0128_MARKER: DB = BENCH MARK DISK
 AK0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK0128_SP_SET: CULVERT
 AK0128_STAMPING: B 213 1963
 AK0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0128
 AK0128  HISTORY     - Date     Condition        Report By
 AK0128  HISTORY     - 1963     MONUMENTED       CGS
 AK0128  HISTORY     - 1976     GOOD             NGS
 AK0128  HISTORY     - 1978     GOOD             NGS
 AK0128  HISTORY     - 1988     GOOD             USPSQD
 AK0128  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0128
 AK0128                          STATION DESCRIPTION
 AK0128
 AK0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK0128'0.4 MI SW FROM LAKE HELEN.
 AK0128'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY S 430 A FROM THE
 AK0128'CITY HALL AT LAKE HELEN, ABOUT 0.6 MILE SOUTHWEST OF THE LAKE
 AK0128'HELEN SCHOOL, SET ON THE TOP OF THE NORTH END OF THE WEST
 AK0128'CONCRETE HEAD WALL OF A 6 FOOT BOX CULVERT UNDER THE HIGHWAY,
 AK0128'14 1/2 FEET OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET SOUTH
 AK0128'OF THE NORTH END OF THE HEAD WALL AND 1 1/2 FEET ABOVE THE
 AK0128'LEVEL OF THE HIGHWAY.
 AK0128
 AK0128                          STATION RECOVERY (1976)
 AK0128
 AK0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0128'RECOVERED IN GOOD CONDITION.
 AK0128
 AK0128                          STATION RECOVERY (1978)
 AK0128
 AK0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0128'RECOVERED IN GOOD CONDITION.
 AK0128
 AK0128                          STATION RECOVERY (1988)
 AK0128
 AK0128'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0128'RECOVERED IN GOOD CONDITION.
 AK0128
 AK0128                          STATION RECOVERY (1990)
 AK0128
 AK0128'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1208 ***********************************************************************
 AK1208  DESIGNATION -  B 214
 AK1208  PID         -  AK1208
 AK1208  STATE/COUNTY-  FL/BREVARD
 AK1208  USGS QUAD   -  FALSE CAPE (1984)
 AK1208
 AK1208                         *CURRENT SURVEY CONTROL
 AK1208  ___________________________________________________________________
 AK1208* NAD 83(1986)-  28 33 44.     (N)    080 34 38.     (W)     SCALED    
 AK1208* NAVD 88     -         6.592  (meters)      21.63   (feet)  ADJUSTED  
 AK1208  ___________________________________________________________________
 AK1208  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK1208  DYNAMIC HT  -           6.583 (meters)      21.60  (feet)  COMP
 AK1208  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 AK1208
 AK1208  VERT ORDER  -  FIRST     CLASS II
 AK1208
 AK1208.The horizontal coordinates were scaled from a topographic map and have
 AK1208.an estimated accuracy of +/- 6 seconds.
 AK1208
 AK1208.The orthometric height was determined by differential leveling
 AK1208.and adjusted by the National Geodetic Survey in June 1991..
 AK1208
 AK1208.The geoid height was determined by GEOID03.
 AK1208
 AK1208.The dynamic height is computed by dividing the NAVD 88
 AK1208.geopotential number by the normal gravity value computed on the
 AK1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1208.degrees latitude (g = 980.6199 gals.).
 AK1208
 AK1208.The modeled gravity was interpolated from observed gravity values.
 AK1208
 AK1208;                    North         East    Units  Estimated Accuracy
 AK1208;SPC FL E     -   468,590.      241,370.      MT  (+/- 180 meters Scaled)
 AK1208
 AK1208                          SUPERSEDED SURVEY CONTROL
 AK1208
 AK1208  NGVD 29 (??/??/92)    6.972  (m)           22.87   (f) ADJ UNCH    1 2
 AK1208
 AK1208.Superseded values are not recommended for survey control.
 AK1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1208.See file dsdata.txt to determine how the superseded data were derived.
 AK1208
 AK1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM413595(NAD 83)
 AK1208_MARKER: DB = BENCH MARK DISK
 AK1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1208_SP_SET: CONCRETE FIREBUCKET
 AK1208_STAMPING: B 214 1964
 AK1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1208
 AK1208  HISTORY     - Date     Condition        Report By
 AK1208  HISTORY     - 1964     MONUMENTED       CGS
 AK1208  HISTORY     - 1976     GOOD             NGS
 AK1208
 AK1208                          STATION DESCRIPTION
 AK1208
 AK1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1208'AT CAPE KENNEDY.
 AK1208'THE DISK IS CEMENTED IN A DRILL HOLE ON PAD 40, IN THE NORTH
 AK1208'CORNER OF A CONCRETE FIREBUCKET.  TO REACH FROM THE CENTRAL
 AK1208'CONTROL BUILDING ON CAPE KENNEDY, GO SOUTH FOR 0.05 MILE TO A
 AK1208'SIDE ROAD RIGHT, TURN RIGHT NORTHWEST FOR 0.15 MILE TO A
 AK1208'CROSSROADS, TURN RIGHT NORTHERLY FOR 0.6 MILE TO A SIDE ROAD
 AK1208'LEFT.  TURN LEFT WESTERLY AND NORTHERLY FOR 2.7 MILES.  HERE
 AK1208'CONTINUE NORTHEAST AND NORTH FOR 2.75 MILES TO THE MARK ON THE
 AK1208'LEFT.
 AK1208
 AK1208                          STATION RECOVERY (1976)
 AK1208
 AK1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1050 ***********************************************************************
 AK1050  DESIGNATION -  B 215
 AK1050  PID         -  AK1050
 AK1050  STATE/COUNTY-  FL/BREVARD
 AK1050  USGS QUAD   -  ORSINO (1976)
 AK1050
 AK1050                         *CURRENT SURVEY CONTROL
 AK1050  ___________________________________________________________________
 AK1050* NAD 83(1986)-  28 32 28.     (N)    080 38 36.     (W)     SCALED    
 AK1050* NAVD 88     -         2.131  (meters)       6.99   (feet)  ADJUSTED  
 AK1050  ___________________________________________________________________
 AK1050  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK1050  DYNAMIC HT  -           2.128 (meters)       6.98  (feet)  COMP
 AK1050  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 AK1050
 AK1050  VERT ORDER  -  FIRST     CLASS II
 AK1050
 AK1050.The horizontal coordinates were scaled from a topographic map and have
 AK1050.an estimated accuracy of +/- 6 seconds.
 AK1050
 AK1050.The orthometric height was determined by differential leveling
 AK1050.and adjusted by the National Geodetic Survey in June 1991..
 AK1050
 AK1050.The geoid height was determined by GEOID03.
 AK1050
 AK1050.The dynamic height is computed by dividing the NAVD 88
 AK1050.geopotential number by the normal gravity value computed on the
 AK1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1050.degrees latitude (g = 980.6199 gals.).
 AK1050
 AK1050.The modeled gravity was interpolated from observed gravity values.
 AK1050
 AK1050;                    North         East    Units  Estimated Accuracy
 AK1050;SPC FL E     -   466,230.      234,900.      MT  (+/- 180 meters Scaled)
 AK1050
 AK1050                          SUPERSEDED SURVEY CONTROL
 AK1050
 AK1050  NGVD 29 (??/??/92)    2.517  (m)            8.26   (f) ADJ UNCH    1 2
 AK1050
 AK1050.Superseded values are not recommended for survey control.
 AK1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1050.See file dsdata.txt to determine how the superseded data were derived.
 AK1050
 AK1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM348571(NAD 83)
 AK1050_MARKER: DB = BENCH MARK DISK
 AK1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1050_SP_SET: CULVERT
 AK1050_STAMPING: B 215 1965
 AK1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1050
 AK1050  HISTORY     - Date     Condition        Report By
 AK1050  HISTORY     - 1965     MONUMENTED       CGS
 AK1050  HISTORY     - 1966     GOOD             NGS
 AK1050
 AK1050                          STATION DESCRIPTION
 AK1050
 AK1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK1050'AT MERRITT ISLAND.
 AK1050'LOCATED ON THE CIF ANTENNA FIELD.  66 FEET NORTHWEST OF THE
 AK1050'NORTHWEST CORNER OF THE CIF ANTENNA CONTROL BUILDING NO L 7 1557,
 AK1050'11 FEET EAST OF THE EAST EDGE OF A BLACK-TOP DRIVE AND 2 FEET
 AK1050'NORTH OF THE SOUTH END OF A CONCRETE CULVERT.  THE DISK IS
 AK1050'CEMENTED IN A DRILL HOLE IN THE CONCRETE CULVERT AND FLUSH WITH
 AK1050'THE SURFACE.  TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY
 AK1050'AND C AVE S. E., GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF
 AK1050'ANTENNA CONTROL BUILDING AND THE MARK AS DESCRIBED.
 AK1050
 AK1050                          STATION RECOVERY (1966)
 AK1050
 AK1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AK1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2987 ***********************************************************************
 AK2987  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2987  DESIGNATION -  B 216
 AK2987  PID         -  AK2987
 AK2987  STATE/COUNTY-  FL/BREVARD
 AK2987  USGS QUAD   -  TROPIC (1988)
 AK2987
 AK2987                         *CURRENT SURVEY CONTROL
 AK2987  ___________________________________________________________________
 AK2987* NAD 83(1986)-  28 08 57.     (N)    080 36 17.     (W)     SCALED    
 AK2987* NAVD 88     -         0.381  (meters)       1.25   (feet)  ADJUSTED  
 AK2987  ___________________________________________________________________
 AK2987  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2987  DYNAMIC HT  -           0.381 (meters)       1.25  (feet)  COMP
 AK2987  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AK2987
 AK2987  VERT ORDER  -  FIRST     CLASS II
 AK2987
 AK2987.The horizontal coordinates were scaled from a topographic map and have
 AK2987.an estimated accuracy of +/- 6 seconds.
 AK2987
 AK2987.The orthometric height was determined by differential leveling
 AK2987.and adjusted by the National Geodetic Survey in September 1996..
 AK2987.WARNING-Repeat measurements at this control monument indicate possible
 AK2987.vertical movement.
 AK2987
 AK2987.This Tidal Bench Mark is designated as VM 5360
 AK2987.by the Center for Operational Oceanographic Products and Services.
 AK2987
 AK2987.The geoid height was determined by GEOID03.
 AK2987
 AK2987.The dynamic height is computed by dividing the NAVD 88
 AK2987.geopotential number by the normal gravity value computed on the
 AK2987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2987.degrees latitude (g = 980.6199 gals.).
 AK2987
 AK2987.The modeled gravity was interpolated from observed gravity values.
 AK2987
 AK2987;                    North         East    Units  Estimated Accuracy
 AK2987;SPC FL E     -   422,800.      238,820.      MT  (+/- 180 meters Scaled)
 AK2987
 AK2987                          SUPERSEDED SURVEY CONTROL
 AK2987
 AK2987  NAVD 88 (06/15/91)    0.397  (m)            1.30   (f) UNKNOWN     1 2
 AK2987  NGVD 29 (09/01/92)    0.810  (m)            2.66   (f) ADJUSTED    1 2
 AK2987
 AK2987.Superseded values are not recommended for survey control.
 AK2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2987.See file dsdata.txt to determine how the superseded data were derived.
 AK2987
 AK2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM388137(NAD 83)
 AK2987_MARKER: DB = BENCH MARK DISK
 AK2987_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2987_SP_SET: CONCRETE APRON
 AK2987_STAMPING: B 216 1966
 AK2987_MARK LOGO: CGS   
 AK2987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2987
 AK2987  HISTORY     - Date     Condition        Report By
 AK2987  HISTORY     - 1966     MONUMENTED       CGS
 AK2987  HISTORY     - 1970     GOOD             NGS
 AK2987  HISTORY     - 1971     GOOD             NGS
 AK2987  HISTORY     - 1986     GOOD             FLDNR
 AK2987  HISTORY     - 1987     GOOD             USPSQD
 AK2987  HISTORY     - 1988     GOOD             USPSQD
 AK2987  HISTORY     - 20050518 MARK NOT FOUND   USPSQD
 AK2987
 AK2987                          STATION DESCRIPTION
 AK2987
 AK2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2987'3.2 MI NE FROM EAU GALLIE.
 AK2987'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK2987'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 1.25 MILES NORTH AND
 AK2987'WEST ALONG STATE HIGHWAY 3 S, NEAR A HIGHWAY BRIDGE OVER THE
 AK2987'BANANA RIVER, 60.0 FEET SOUTH OF THE CENTER LINE OF THE
 AK2987'HIGHWAY, 47.4 FEET WEST OF THE NORTHWEST CORNER OF THE LARGE
 AK2987'STEEL BUILDING OF THE INDIAN HARBOR PINES MARINA, 60.5 FEET
 AK2987'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGHWAY BRIDGE OVER
 AK2987'THE BANANA RIVER, 5 FEET EAST OF THE EAST EDGE OF A DOCK, 3 FEET
 AK2987'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF THE CONCRETE
 AK2987'DECK OF THE DOCK.  SEC 11, T 27 S, R 37 E.
 AK2987
 AK2987                          STATION RECOVERY (1971)
 AK2987
 AK2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2987'RECOVERED IN GOOD CONDITION.
 AK2987
 AK2987                          STATION RECOVERY (1986)
 AK2987
 AK2987'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2987'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE METAL
 AK2987'BUILDING IS NOW A CONCRETE BUILDING.
 AK2987
 AK2987                          STATION RECOVERY (1987)
 AK2987
 AK2987'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2987'RECOVERED IN GOOD CONDITION.
 AK2987
 AK2987                          STATION RECOVERY (1988)
 AK2987
 AK2987'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2987'RECOVERED IN GOOD CONDITION.
 AK2987
 AK2987                          STATION RECOVERY (2005)
 AK2987
 AK2987'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAN)
 AK2987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0741 ***********************************************************************
 AR0741  DESIGNATION -  B 22
 AR0741  PID         -  AR0741
 AR0741  STATE/COUNTY-  FL/LEVY
 AR0741  USGS QUAD   -  WILLISTON (1976)
 AR0741
 AR0741                         *CURRENT SURVEY CONTROL
 AR0741  ___________________________________________________________________
 AR0741* NAD 83(1986)-  29 25 12.     (N)    082 27 20.     (W)     SCALED    
 AR0741* NAVD 88     -        25.680  (meters)      84.25   (feet)  ADJUSTED  
 AR0741  ___________________________________________________________________
 AR0741  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AR0741  DYNAMIC HT  -          25.645 (meters)      84.14  (feet)  COMP
 AR0741  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AR0741
 AR0741  VERT ORDER  -  FIRST     CLASS I
 AR0741
 AR0741.The horizontal coordinates were scaled from a topographic map and have
 AR0741.an estimated accuracy of +/- 6 seconds.
 AR0741
 AR0741.The orthometric height was determined by differential leveling
 AR0741.and adjusted by the National Geodetic Survey in June 1991..
 AR0741
 AR0741.The geoid height was determined by GEOID03.
 AR0741
 AR0741.The dynamic height is computed by dividing the NAVD 88
 AR0741.geopotential number by the normal gravity value computed on the
 AR0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0741.degrees latitude (g = 980.6199 gals.).
 AR0741
 AR0741.The modeled gravity was interpolated from observed gravity values.
 AR0741
 AR0741;                    North         East    Units  Estimated Accuracy
 AR0741;SPC FL W     -   563,670.      155,790.      MT  (+/- 180 meters Scaled)
 AR0741
 AR0741                          SUPERSEDED SURVEY CONTROL
 AR0741
 AR0741  NGVD 29 (??/??/92)   25.929  (m)           85.07   (f) ADJ UNCH    1 1
 AR0741
 AR0741.Superseded values are not recommended for survey control.
 AR0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0741.See file dsdata.txt to determine how the superseded data were derived.
 AR0741
 AR0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587554(NAD 83)
 AR0741_MARKER: DB = BENCH MARK DISK
 AR0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0741_STAMPING: B 22 1933 85.069
 AR0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0741+STABILITY: SURFACE MOTION
 AR0741
 AR0741  HISTORY     - Date     Condition        Report By
 AR0741  HISTORY     - 1933     MONUMENTED       CGS
 AR0741  HISTORY     - 1966     GOOD             NGS
 AR0741  HISTORY     - 19920418 MARK NOT FOUND   NGS
 AR0741  HISTORY     - 19981123 MARK NOT FOUND   USPSQD
 AR0741  HISTORY     - 20030826 MARK NOT FOUND   FLDEP
 AR0741
 AR0741                          STATION DESCRIPTION
 AR0741
 AR0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0741'2.4 MI N FROM WILLISTON.
 AR0741'2.4 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AR0741'STATION AT WILLISTON, ALSO 2.4 MILES NORTH ALONG U.S. HIGHWAY 41
 AR0741'FROM THE STATION AT WILLISTON, ABOUT 0.2 MILE NORTH OF MILEPOST
 AR0741'728, ABOUT 0.1 MILE NORTH OF A SAND ROAD CROSSING, 116 1/2 FEET
 AR0741'SOUTHWEST OF THE SECOND TELEPHONE POLE NORTH OF THE CROSSING,
 AR0741'14.8 FEET EAST OF THE EAST RAIL, 1.4 FEET SOUTH OF A METAL WITNESS
 AR0741'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 AR0741'POST PROJECTING 0.3 FOOT.
 AR0741
 AR0741                          STATION RECOVERY (1992)
 AR0741
 AR0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AR0741'NOTE  THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND. THIS AREA IS
 AR0741'NOW A PASTURE.  THE TRACKS, TELEPHONE POLES AND MILEPOST MARKERS HAVE
 AR0741'BEEN REMOVED.
 AR0741
 AR0741                          STATION RECOVERY (1998)
 AR0741
 AR0741'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0741'MARK NOT FOUND.
 AR0741
 AR0741                          STATION RECOVERY (2003)
 AR0741
 AR0741'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0289 ***********************************************************************
 AQ0289  DESIGNATION -  B 222
 AQ0289  PID         -  AQ0289
 AQ0289  STATE/COUNTY-  FL/ST JOHNS
 AQ0289  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ0289
 AQ0289                         *CURRENT SURVEY CONTROL
 AQ0289  ___________________________________________________________________
 AQ0289* NAD 83(1986)-  29 53 24.     (N)    081 20 37.     (W)     SCALED    
 AQ0289* NAVD 88     -        11.283  (meters)      37.02   (feet)  ADJUSTED  
 AQ0289  ___________________________________________________________________
 AQ0289  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AQ0289  DYNAMIC HT  -          11.268 (meters)      36.97  (feet)  COMP
 AQ0289  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 AQ0289
 AQ0289  VERT ORDER  -  FIRST     CLASS I
 AQ0289
 AQ0289.The horizontal coordinates were scaled from a topographic map and have
 AQ0289.an estimated accuracy of +/- 6 seconds.
 AQ0289
 AQ0289.The orthometric height was determined by differential leveling
 AQ0289.and adjusted by the National Geodetic Survey in June 1991..
 AQ0289
 AQ0289.The geoid height was determined by GEOID03.
 AQ0289
 AQ0289.The dynamic height is computed by dividing the NAVD 88
 AQ0289.geopotential number by the normal gravity value computed on the
 AQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0289.degrees latitude (g = 980.6199 gals.).
 AQ0289
 AQ0289.The modeled gravity was interpolated from observed gravity values.
 AQ0289
 AQ0289;                    North         East    Units  Estimated Accuracy
 AQ0289;SPC FL E     -   615,720.      166,810.      MT  (+/- 180 meters Scaled)
 AQ0289
 AQ0289                          SUPERSEDED SURVEY CONTROL
 AQ0289
 AQ0289  NGVD 29 (??/??/92)   11.603  (m)           38.07   (f) ADJ UNCH    1 1
 AQ0289
 AQ0289.Superseded values are not recommended for survey control.
 AQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0289.See file dsdata.txt to determine how the superseded data were derived.
 AQ0289
 AQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP668066(NAD 83)
 AQ0289_MARKER: DB = BENCH MARK DISK
 AQ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0289_STAMPING: B 222 1964
 AQ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0289+STABILITY: SURFACE MOTION
 AQ0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0289+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 AQ0289
 AQ0289  HISTORY     - Date     Condition        Report By
 AQ0289  HISTORY     - 1964     MONUMENTED       CGS
 AQ0289  HISTORY     - 1970     GOOD             NGS
 AQ0289  HISTORY     - 19990603 MARK NOT FOUND   FLDEP
 AQ0289
 AQ0289                          STATION DESCRIPTION
 AQ0289
 AQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ0289'1.4 MI SW FROM ST AUGUSTINE.
 AQ0289'1.35 MILES WEST AND SOUTHWEST ALONG THE FLORIDA EAST COAST
 AQ0289'RAILWAY FROM THE SOUTHWEST END OF THE BRIDGE OVER THE SAN
 AQ0289'SEBASTIAN RIVER, ABOUT 116 YARDS SOUTHWEST OF MILE POST 38, AT
 AQ0289'THE CROSSING OF STATE ROAD S214, 114 FEET WEST-SOUTHWEST OF THE
 AQ0289'CENTER OF THE CROSSING, 48 FEET NORTHWEST OF THE NORTHWEST RAIL
 AQ0289'OF THE TRACK, 36 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 AQ0289'S214, 46 FEET EAST OF THE EXTENDED CENTER LINE OF NORTH STREET,
 AQ0289'8.5 FEET SOUTH OF POWER LINE POLE NO. 1484, 7.5 FEET WEST OF AN
 AQ0289'ABANDONED PIPE OF AN OVER-FLOW WELL PROJECTING 3 FEET, 1.2 FEET
 AQ0289'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, ABOUT LEVEL WITH THE
 AQ0289'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AQ0289'GROUND.
 AQ0289
 AQ0289                          STATION RECOVERY (1970)
 AQ0289
 AQ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AQ0289'RECOVERED IN GOOD CONDITION.
 AQ0289
 AQ0289                          STATION RECOVERY (1999)
 AQ0289
 AQ0289'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ0289'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0107 ***********************************************************************
 AQ0107  DESIGNATION -  B 224
 AQ0107  PID         -  AQ0107
 AQ0107  STATE/COUNTY-  FL/ST JOHNS
 AQ0107  USGS QUAD   -  HASTINGS (1992)
 AQ0107
 AQ0107                         *CURRENT SURVEY CONTROL
 AQ0107  ___________________________________________________________________
 AQ0107* NAD 83(1986)-  29 43 02.     (N)    081 30 47.     (W)     SCALED    
 AQ0107* NAVD 88     -         2.698  (meters)       8.85   (feet)  ADJUSTED  
 AQ0107  ___________________________________________________________________
 AQ0107  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AQ0107  DYNAMIC HT  -           2.695 (meters)       8.84  (feet)  COMP
 AQ0107  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 AQ0107  OBS GRAVITY -     979,289.7   (mgal)                       GRAV_OBS
 AQ0107
 AQ0107  VERT ORDER  -  FIRST     CLASS I
 AQ0107
 AQ0107.The horizontal coordinates were scaled from a topographic map and have
 AQ0107.an estimated accuracy of +/- 6 seconds.
 AQ0107
 AQ0107.The orthometric height was determined by differential leveling
 AQ0107.and adjusted by the National Geodetic Survey in June 1991..
 AQ0107
 AQ0107.The geoid height was determined by GEOID03.
 AQ0107
 AQ0107.The dynamic height is computed by dividing the NAVD 88
 AQ0107.geopotential number by the normal gravity value computed on the
 AQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0107.degrees latitude (g = 980.6199 gals.).
 AQ0107
 AQ0107.The modeled gravity was interpolated from observed gravity values.
 AQ0107.The observed gravity was obtained from relative gravimeter ties
 AQ0107.to the IGSN71 gravity network.
 AQ0107
 AQ0107;                    North         East    Units  Estimated Accuracy
 AQ0107;SPC FL E     -   596,630.      150,360.      MT  (+/- 180 meters Scaled)
 AQ0107
 AQ0107                          SUPERSEDED SURVEY CONTROL
 AQ0107
 AQ0107  NGVD 29 (??/??/92)    2.998  (m)            9.84   (f) ADJ UNCH    1 1
 AQ0107
 AQ0107.Superseded values are not recommended for survey control.
 AQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0107.See file dsdata.txt to determine how the superseded data were derived.
 AQ0107
 AQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN503875(NAD 83)
 AQ0107_MARKER: DB = BENCH MARK DISK
 AQ0107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ0107_SP_SET: 78 FEET
 AQ0107_STAMPING: B 224 1964
 AQ0107_MARK LOGO: CGS   
 AQ0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0107+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1999
 AQ0107
 AQ0107  HISTORY     - Date     Condition        Report By
 AQ0107  HISTORY     - 1964     MONUMENTED       CGS
 AQ0107  HISTORY     - 19960205 GOOD             FLDEP
 AQ0107  HISTORY     - 19990514 GOOD             FLDEP
 AQ0107
 AQ0107                          STATION DESCRIPTION
 AQ0107
 AQ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ0107'0.3 MI SW FROM HASTINGS.
 AQ0107'0.3 MILE SOUTHWEST ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AQ0107'STATION AT HASTINGS, 21 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AQ0107'THE MAIN TRACK, 19 FEET SOUTHEAST OF THE CENTER LINE OF A
 AQ0107'SECONDARY ROAD, 1 FOOT SOUTH OF THE SOUTHWEST SIDE OF MILEPOST
 AQ0107'P54, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 AQ0107'BELOW THE TOP OF THE MAIN TRACK AND IS A DISK ON A COPPER COATED
 AQ0107'STEEL ROD PROTECTED BY A 4-INCH TILE PROJECTING 4 INCHES.  THE
 AQ0107'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 78 FEET.
 AQ0107
 AQ0107                          STATION RECOVERY (1996)
 AQ0107
 AQ0107'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AQ0107'THE MARK IS ABOUT 0.3 MI (0.5 KM) WEST OF HASTINGS IN SECTION 18,
 AQ0107'TOWNSHIP 9 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM TOWN HALL IN
 AQ0107'HASTINGS ON COUNTY ROAD 13 (MAIN STREET), GO NORTH ON COUNTY ROAD 13
 AQ0107'(MAIN STREET) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF ASHLAND
 AQ0107'AVENUE (JUST NORTH OF OLD RAILROAD GRADE), TURN LEFT ON ASHLAND AVENUE
 AQ0107'AND GO SOUTHWEST FOR 0.35 MI (0.56 KM) TO MILE MARKER NUMBER P 54 OF
 AQ0107'THE OLD RAILROAD GRADE AND THE MARK ON THE LEFT, SET FLUSH WITH THE
 AQ0107'GROUND NEAR MILE MARKER NUMBER P 54. LOCATED 97.1 FT (29.6 M) EAST OF
 AQ0107'THE SOUTHEAST CORNER OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE THAT IS
 AQ0107'AROUND THE BARNES FERTILIZERS COMPANY, 27.0 FT (8.2 M) NORTHWEST OF
 AQ0107'THE APPROXIMATE CENTERLINE OF THE RAILROAD GRADE (NOW A DIM TRACK
 AQ0107'ROAD), 19.4 FT (5.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 AQ0107'ASHLAND AVENUE AND 1.0 FT (0.3 M) SOUTHWEST OF MILE MARKER NUMBER P
 AQ0107'54.
 AQ0107
 AQ0107                          STATION RECOVERY (1999)
 AQ0107
 AQ0107'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ0107'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1069 ***********************************************************************
 AQ1069  DESIGNATION -  B 225
 AQ1069  PID         -  AQ1069
 AQ1069  STATE/COUNTY-  FL/VOLUSIA
 AQ1069  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1069
 AQ1069                         *CURRENT SURVEY CONTROL
 AQ1069  ___________________________________________________________________
 AQ1069* NAD 83(1986)-  29 18 04.     (N)    081 05 32.     (W)     SCALED    
 AQ1069* NAVD 88     -         4.887  (meters)      16.03   (feet)  ADJUSTED  
 AQ1069  ___________________________________________________________________
 AQ1069  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AQ1069  DYNAMIC HT  -           4.880 (meters)      16.01  (feet)  COMP
 AQ1069  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AQ1069
 AQ1069  VERT ORDER  -  FIRST     CLASS I
 AQ1069
 AQ1069.The horizontal coordinates were scaled from a topographic map and have
 AQ1069.an estimated accuracy of +/- 6 seconds.
 AQ1069
 AQ1069.The orthometric height was determined by differential leveling
 AQ1069.and adjusted by the National Geodetic Survey in June 1991..
 AQ1069
 AQ1069.The geoid height was determined by GEOID03.
 AQ1069
 AQ1069.The dynamic height is computed by dividing the NAVD 88
 AQ1069.geopotential number by the normal gravity value computed on the
 AQ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1069.degrees latitude (g = 980.6199 gals.).
 AQ1069
 AQ1069.The modeled gravity was interpolated from observed gravity values.
 AQ1069
 AQ1069;                    North         East    Units  Estimated Accuracy
 AQ1069;SPC FL E     -   550,410.      191,040.      MT  (+/- 180 meters Scaled)
 AQ1069
 AQ1069                          SUPERSEDED SURVEY CONTROL
 AQ1069
 AQ1069  NGVD 29 (??/??/92)    5.232  (m)           17.17   (f) ADJ UNCH    1 1
 AQ1069
 AQ1069.Superseded values are not recommended for survey control.
 AQ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1069.See file dsdata.txt to determine how the superseded data were derived.
 AQ1069
 AQ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN910413(NAD 83)
 AQ1069_MARKER: DB = BENCH MARK DISK
 AQ1069_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AQ1069+WITH SETTING: INTO GROUND
 AQ1069_STAMPING: B 225 1964
 AQ1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1069+STABILITY: SURFACE MOTION
 AQ1069
 AQ1069  HISTORY     - Date     Condition        Report By
 AQ1069  HISTORY     - 1964     MONUMENTED       CGS
 AQ1069  HISTORY     - 1976     GOOD             NGS
 AQ1069  HISTORY     - 1977     MARK NOT FOUND   NGS
 AQ1069
 AQ1069                          STATION DESCRIPTION
 AQ1069
 AQ1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ1069'AT ORMOND BEACH.
 AQ1069'AT ORMOND BEACH, ABOUT 0.45 MILE SOUTHEAST ALONG THE FLORIDA
 AQ1069'EAST COAST RAILWAY FROM THE RAILROAD BRIDGE OVER TOMOKA RIVER,
 AQ1069'AT MILEPOST 102, SET IN LINE WITH THE NORTHEASTERN MOST SET
 AQ1069'OF TELEPHONE POLES, 92 FEET EAST OF AND ACROSS TRACK FROM THE
 AQ1069'MILEPOST, 65.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 AQ1069'NORTHWEST OF TELEPHONE POLE NO. 4, 1.0 FOOT SOUTHEAST OF A METAL
 AQ1069'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND IS
 AQ1069'A DISK WELDED ON TOP OF A 3 INCH IRON PIPE ABOUT 3 1/2 FEET LONG
 AQ1069'PROJECTING 0.2 FOOT.
 AQ1069
 AQ1069                          STATION RECOVERY (1976)
 AQ1069
 AQ1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1069'RECOVERED IN GOOD CONDITION.
 AQ1069
 AQ1069                          STATION RECOVERY (1977)
 AQ1069
 AQ1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0678 ***********************************************************************
 AK0678  DESIGNATION -  B 226
 AK0678  PID         -  AK0678
 AK0678  STATE/COUNTY-  FL/BREVARD
 AK0678  USGS QUAD   -  OAK HILL (1949)
 AK0678
 AK0678                         *CURRENT SURVEY CONTROL
 AK0678  ___________________________________________________________________
 AK0678* NAD 83(1986)-  28 46 39.     (N)    080 51 09.     (W)     SCALED    
 AK0678* NAVD 88     -         0.578  (meters)       1.90   (feet)  ADJUSTED  
 AK0678  ___________________________________________________________________
 AK0678  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AK0678  DYNAMIC HT  -           0.577 (meters)       1.89  (feet)  COMP
 AK0678  MODELED GRAV-     979,250.5   (mgal)                       NAVD 88
 AK0678
 AK0678  VERT ORDER  -  FIRST     CLASS I
 AK0678
 AK0678.The horizontal coordinates were scaled from a topographic map and have
 AK0678.an estimated accuracy of +/- 6 seconds.
 AK0678
 AK0678.The orthometric height was determined by differential leveling
 AK0678.and adjusted by the National Geodetic Survey in June 1991..
 AK0678
 AK0678.The geoid height was determined by GEOID03.
 AK0678
 AK0678.The dynamic height is computed by dividing the NAVD 88
 AK0678.geopotential number by the normal gravity value computed on the
 AK0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0678.degrees latitude (g = 980.6199 gals.).
 AK0678
 AK0678.The modeled gravity was interpolated from observed gravity values.
 AK0678
 AK0678;                    North         East    Units  Estimated Accuracy
 AK0678;SPC FL E     -   492,380.      214,400.      MT  (+/- 180 meters Scaled)
 AK0678
 AK0678                          SUPERSEDED SURVEY CONTROL
 AK0678
 AK0678  NGVD 29 (??/??/92)    0.959  (m)            3.15   (f) ADJ UNCH    1 1
 AK0678
 AK0678.Superseded values are not recommended for survey control.
 AK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0678.See file dsdata.txt to determine how the superseded data were derived.
 AK0678
 AK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM143833(NAD 83)
 AK0678_MARKER: DB = BENCH MARK DISK
 AK0678_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AK0678+WITH SETTING: INTO GROUND
 AK0678_STAMPING: B 226 1964
 AK0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0678+STABILITY: SURFACE MOTION
 AK0678
 AK0678  HISTORY     - Date     Condition        Report By
 AK0678  HISTORY     - 1964     MONUMENTED       CGS
 AK0678
 AK0678                          STATION DESCRIPTION
 AK0678
 AK0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK0678'6 MI S FROM OAK HILL.
 AK0678'ABOUT 6.0 MILES SOUTH OF AND ALONG THE FLORIDA EAST COAST RAILWAY
 AK0678'FROM THE CROSSING OF WEST HALIFAX AVENUE, ABOUT 0.55 MILES NORTH
 AK0678'OF THE CROSSING OF A SAND ROAD LEADING WEST TO SCOTTSMOOR, ABOUT
 AK0678'0.45 MILES NORTH OF MILEPOST 143, 0.95 MILE SOUTH OF BENCH
 AK0678'MARK B 228, 41.0 FEET EAST OF EAST RAIL OF MAIN TRACK, 25.0
 AK0678'FEET NORTH NORTHEAST OF TELEGRAPH POLE WITH NO WIRES, 15.0 FEET
 AK0678'EAST OF THE EAST BANK OF DITCH PARALLELING THE TRACK, 3.8 FEET
 AK0678'SOUTH OF THE METAL WITNESS POST, THE MARK IS ABOUT 2.5 FEET
 AK0678'BELOW THE LEVEL OF THE RAIL AND IS A DISK WELDED TO THE TOP OF
 AK0678'A 3 INCH GALVANIZED PIPE PROJECTING ABOUT 6 INCHES, SET ALONG
 AK0678'THE WEST EDGE OF A LARGE PALMETTO AND BRUSH THICKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0091 ***********************************************************************
 AQ0091  DESIGNATION -  B 227
 AQ0091  PID         -  AQ0091
 AQ0091  STATE/COUNTY-  FL/PUTNAM
 AQ0091  USGS QUAD   -  HASTINGS (1992)
 AQ0091
 AQ0091                         *CURRENT SURVEY CONTROL
 AQ0091  ___________________________________________________________________
 AQ0091* NAD 83(1986)-  29 39 08.     (N)    081 36 01.     (W)     SCALED    
 AQ0091* NAVD 88     -         4.786  (meters)      15.70   (feet)  ADJUSTED  
 AQ0091  ___________________________________________________________________
 AQ0091  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 AQ0091  DYNAMIC HT  -           4.780 (meters)      15.68  (feet)  COMP
 AQ0091  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AQ0091
 AQ0091  VERT ORDER  -  FIRST     CLASS I
 AQ0091
 AQ0091.The horizontal coordinates were scaled from a topographic map and have
 AQ0091.an estimated accuracy of +/- 6 seconds.
 AQ0091
 AQ0091.The orthometric height was determined by differential leveling
 AQ0091.and adjusted by the National Geodetic Survey in June 1991..
 AQ0091
 AQ0091.The geoid height was determined by GEOID03.
 AQ0091
 AQ0091.The dynamic height is computed by dividing the NAVD 88
 AQ0091.geopotential number by the normal gravity value computed on the
 AQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0091.degrees latitude (g = 980.6199 gals.).
 AQ0091
 AQ0091.The modeled gravity was interpolated from observed gravity values.
 AQ0091
 AQ0091;                    North         East    Units  Estimated Accuracy
 AQ0091;SPC FL E     -   589,470.      141,880.      MT  (+/- 180 meters Scaled)
 AQ0091
 AQ0091                          SUPERSEDED SURVEY CONTROL
 AQ0091
 AQ0091  NGVD 29 (??/??/92)    5.079  (m)           16.66   (f) ADJ UNCH    1 1
 AQ0091
 AQ0091.Superseded values are not recommended for survey control.
 AQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0091.See file dsdata.txt to determine how the superseded data were derived.
 AQ0091
 AQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN419804(NAD 83)
 AQ0091_MARKER: DB = BENCH MARK DISK
 AQ0091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ0091_SP_SET: 72 FEET
 AQ0091_STAMPING: B 227 1964
 AQ0091_MARK LOGO: CGS   
 AQ0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0091
 AQ0091  HISTORY     - Date     Condition        Report By
 AQ0091  HISTORY     - 1964     MONUMENTED       CGS
 AQ0091  HISTORY     - 1966     GOOD             NGS
 AQ0091  HISTORY     - 19960223 GOOD             FLDEP
 AQ0091
 AQ0091                          STATION DESCRIPTION
 AQ0091
 AQ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ0091'AT EAST PALATKA.
 AQ0091'AT THE EAST PALATKA POST OFFICE, 43 FEET EAST OF THE CENTER LINE
 AQ0091'OF LEWIS BROER ROAD, 33.1 FEET NORTHWEST OF THE SOUTHWEST CORNER
 AQ0091'OF THE POST OFFICE BUILDING, 21.5 FEET SOUTHWEST OF THE NORTHWEST
 AQ0091'CORNER OF THE POST OFFICE BUILDING, 2.7 FEET NORTH OF A FLAG
 AQ0091'POLE, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROTECTED
 AQ0091'BY A 4-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN
 AQ0091'TO REFUSAL AT A DEPTH OF 72 FEET.  IN SECTION 5, R 27 E, T 10 S.
 AQ0091
 AQ0091                          STATION RECOVERY (1966)
 AQ0091
 AQ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AQ0091'RECOVERED IN GOOD CONDITION.
 AQ0091
 AQ0091                          STATION RECOVERY (1996)
 AQ0091
 AQ0091'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (PBM)
 AQ0091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0674 ***********************************************************************
 AK0674  DESIGNATION -  B 228
 AK0674  PID         -  AK0674
 AK0674  STATE/COUNTY-  FL/VOLUSIA
 AK0674  USGS QUAD   -  OAK HILL (1949)
 AK0674
 AK0674                         *CURRENT SURVEY CONTROL
 AK0674  ___________________________________________________________________
 AK0674* NAD 83(1986)-  28 47 30.     (N)    080 51 23.     (W)     SCALED    
 AK0674* NAVD 88     -         0.631  (meters)       2.07   (feet)  ADJUSTED  
 AK0674  ___________________________________________________________________
 AK0674  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AK0674  DYNAMIC HT  -           0.630 (meters)       2.07  (feet)  COMP
 AK0674  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 AK0674
 AK0674  VERT ORDER  -  FIRST     CLASS I
 AK0674
 AK0674.The horizontal coordinates were scaled from a topographic map and have
 AK0674.an estimated accuracy of +/- 6 seconds.
 AK0674
 AK0674.The orthometric height was determined by differential leveling
 AK0674.and adjusted by the National Geodetic Survey in June 1991..
 AK0674
 AK0674.The geoid height was determined by GEOID03.
 AK0674
 AK0674.The dynamic height is computed by dividing the NAVD 88
 AK0674.geopotential number by the normal gravity value computed on the
 AK0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0674.degrees latitude (g = 980.6199 gals.).
 AK0674
 AK0674.The modeled gravity was interpolated from observed gravity values.
 AK0674
 AK0674;                    North         East    Units  Estimated Accuracy
 AK0674;SPC FL E     -   493,950.      214,020.      MT  (+/- 180 meters Scaled)
 AK0674
 AK0674                          SUPERSEDED SURVEY CONTROL
 AK0674
 AK0674  NGVD 29 (??/??/92)    1.011  (m)            3.32   (f) ADJ UNCH    1 1
 AK0674
 AK0674.Superseded values are not recommended for survey control.
 AK0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0674.See file dsdata.txt to determine how the superseded data were derived.
 AK0674
 AK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM140849(NAD 83)
 AK0674_MARKER: DB = BENCH MARK DISK
 AK0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0674_STAMPING: B 228 1964
 AK0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0674+STABILITY: SURFACE MOTION
 AK0674
 AK0674  HISTORY     - Date     Condition        Report By
 AK0674  HISTORY     - 1964     MONUMENTED       CGS
 AK0674
 AK0674                          STATION DESCRIPTION
 AK0674
 AK0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK0674'5 MI S FROM OAK HILL.
 AK0674'ABOUT 5.05 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY
 AK0674'FROM THE CROSSING AT WEST HALIFAX AVENUE, ABOUT 0.40 MILES NORTH
 AK0674'OF MILEPOST 142, 64.0 FEET NORTH OF THE SOUTH EDGE OF THE NORTH
 AK0674'BANK OF A SMALL CANAL THAT SEPERATES THE TWO COUNTIES, 38.5 FEET
 AK0674'WEST OF THE WEST RAIL OF MAIN TRACK, 26.0 FEET SOUTH OF TELEPHONE
 AK0674'POLE 5224, 8.0 FEET EAST OF THE CENTER LINE OF A DIM TRAIL ROAD
 AK0674'THAT PARALLELS THE TRACK TO THE NORTH, 2.5 FEET EAST OF THE
 AK0674'METAL WITNESS POST, ABOUT 3.0 FEET BELOW THE LEVEL OF THE RAIL
 AK0674'AND IS A DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AK0674'ABOUT 3 INCHES, SET ON THE VOLUSIA-BREVARD COUNTY LINES AT A
 AK0674'POINT WHERE THE DIM SAND ROAD ENDS THAT PARALLELS THE COUNTY
 AK0674'LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2748 ***********************************************************************
 AK2748  DESIGNATION -  B 229
 AK2748  PID         -  AK2748
 AK2748  STATE/COUNTY-  FL/BREVARD
 AK2748  USGS QUAD   -  COCOA (1984)
 AK2748
 AK2748                         *CURRENT SURVEY CONTROL
 AK2748  ___________________________________________________________________
 AK2748* NAD 83(1986)-  28 18 00.     (N)    080 42 06.     (W)     SCALED    
 AK2748* NAVD 88     -         3.956  (meters)      12.98   (feet)  ADJUSTED  
 AK2748  ___________________________________________________________________
 AK2748  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AK2748  DYNAMIC HT  -           3.950 (meters)      12.96  (feet)  COMP
 AK2748  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 AK2748
 AK2748  VERT ORDER  -  FIRST     CLASS I
 AK2748
 AK2748.The horizontal coordinates were scaled from a topographic map and have
 AK2748.an estimated accuracy of +/- 6 seconds.
 AK2748
 AK2748.The orthometric height was determined by differential leveling
 AK2748.and adjusted by the National Geodetic Survey in June 1991..
 AK2748
 AK2748.The geoid height was determined by GEOID03.
 AK2748
 AK2748.The dynamic height is computed by dividing the NAVD 88
 AK2748.geopotential number by the normal gravity value computed on the
 AK2748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2748.degrees latitude (g = 980.6199 gals.).
 AK2748
 AK2748.The modeled gravity was interpolated from observed gravity values.
 AK2748
 AK2748;                    North         East    Units  Estimated Accuracy
 AK2748;SPC FL E     -   439,490.      229,260.      MT  (+/- 180 meters Scaled)
 AK2748
 AK2748                          SUPERSEDED SURVEY CONTROL
 AK2748
 AK2748  NGVD 29 (??/??/92)    4.384  (m)           14.38   (f) ADJ UNCH    1 1
 AK2748
 AK2748.Superseded values are not recommended for survey control.
 AK2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2748.See file dsdata.txt to determine how the superseded data were derived.
 AK2748
 AK2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM292304(NAD 83)
 AK2748_MARKER: DB = BENCH MARK DISK
 AK2748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2748_SP_SET: CULVERT
 AK2748_STAMPING: B 229 1964
 AK2748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2748
 AK2748  HISTORY     - Date     Condition        Report By
 AK2748  HISTORY     - 1964     MONUMENTED       CGS
 AK2748  HISTORY     - 1965     GOOD             NGS
 AK2748  HISTORY     - 1971     GOOD             NGS
 AK2748  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AK2748  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK2748  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK2748  HISTORY     - 19910212 MARK NOT FOUND   NGS
 AK2748  HISTORY     - 19910319 MARK NOT FOUND   USPSQD
 AK2748
 AK2748                          STATION DESCRIPTION
 AK2748
 AK2748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AK2748'3.8 MI S FROM COCOA.
 AK2748'ABOUT 3.85 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE FLORIDA
 AK2748'EAST COAST RAILWAY COCOA-ROCKLEDGE STATION AT COCOA, SET ON THE
 AK2748'TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 5-FOOT
 AK2748'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 33 FEET EAST OF THE
 AK2748'CENTER LINE OF THE HIGHWAY AND ABOUT 2 1/2 FEET BELOW THE LEVEL
 AK2748'OF THE HIGHWAY.  IN SECTION 23, R 36 E, T 25 S.  NOTE-- MARK IS
 AK2748'33 FT E OF CENTERLINE OF NORTHBOUND LANE.  THE CULVERT HEADWALL
 AK2748'IS LENGTHENED AND DISK IS IN APPROX. MIDDLE.  MARK IS JUST N OF
 AK2748'HARVEYS FRUIT PACKING STAND.
 AK2748
 AK2748                          STATION RECOVERY (1971)
 AK2748
 AK2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2748'RECOVERED IN GOOD CONDITION.
 AK2748
 AK2748                          STATION RECOVERY (1983)
 AK2748
 AK2748'RECOVERY NOTE BY US POWER SQUADRON 1983
 AK2748'MARK NOT FOUND.
 AK2748
 AK2748                          STATION RECOVERY (1987)
 AK2748
 AK2748'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2748'MARK NOT FOUND.
 AK2748
 AK2748                          STATION RECOVERY (1988)
 AK2748
 AK2748'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2748'MARK NOT FOUND.
 AK2748
 AK2748                          STATION RECOVERY (1991)
 AK2748
 AK2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK2748'MARK NOT FOUND.
 AK2748
 AK2748                          STATION RECOVERY (1991)
 AK2748
 AK2748'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK2748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5528 ***********************************************************************
 AF5528  DESIGNATION -  B 23
 AF5528  PID         -  AF5528
 AF5528  STATE/COUNTY-  FL/HIGHLANDS
 AF5528  USGS QUAD   -  BRIGHTON (1972)
 AF5528
 AF5528                         *CURRENT SURVEY CONTROL
 AF5528  ___________________________________________________________________
 AF5528* NAD 83(1986)-  27 12 36.     (N)    081 07 12.     (W)     SCALED    
 AF5528* NAVD 88     -         9.195  (meters)      30.17   (feet)  ADJUSTED  
 AF5528  ___________________________________________________________________
 AF5528  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AF5528  DYNAMIC HT  -           9.180 (meters)      30.12  (feet)  COMP
 AF5528  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 AF5528
 AF5528  VERT ORDER  -  FIRST     CLASS II
 AF5528
 AF5528.The horizontal coordinates were scaled from a topographic map and have
 AF5528.an estimated accuracy of +/- 6 seconds.
 AF5528
 AF5528.The orthometric height was determined by differential leveling
 AF5528.and adjusted by the National Geodetic Survey in June 1991..
 AF5528
 AF5528.The geoid height was determined by GEOID03.
 AF5528
 AF5528.The dynamic height is computed by dividing the NAVD 88
 AF5528.geopotential number by the normal gravity value computed on the
 AF5528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5528.degrees latitude (g = 980.6199 gals.).
 AF5528
 AF5528.The modeled gravity was interpolated from observed gravity values.
 AF5528
 AF5528;                    North         East    Units  Estimated Accuracy
 AF5528;SPC FL E     -   318,680.      188,110.      MT  (+/- 180 meters Scaled)
 AF5528
 AF5528                          SUPERSEDED SURVEY CONTROL
 AF5528
 AF5528  NGVD 29 (??/??/92)    9.556  (m)           31.35   (f) ADJ UNCH    1 2
 AF5528
 AF5528.Superseded values are not recommended for survey control.
 AF5528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5528.See file dsdata.txt to determine how the superseded data were derived.
 AF5528
 AF5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML881097(NAD 83)
 AF5528_MARKER: DB = BENCH MARK DISK
 AF5528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5528_STAMPING: 31.352 B 23 1933
 AF5528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5528+STABILITY: SURFACE MOTION
 AF5528
 AF5528  HISTORY     - Date     Condition        Report By
 AF5528  HISTORY     - 1933     MONUMENTED       CGS
 AF5528  HISTORY     - 1950     GOOD             NGS
 AF5528  HISTORY     - 1979     MARK NOT FOUND   NGS
 AF5528
 AF5528                          STATION DESCRIPTION
 AF5528
 AF5528'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AF5528'18.7 MI W FROM OKEECHOBEE.
 AF5528'IN HIGHLANDS COUNTY, 18.7 MILES WEST ALONG STATE HIGHWAY 70 FROM
 AF5528'THE CITY HALL AT OKEECHOBEE, OKEECHOBEE COUNTY, 550 FEET WEST OF
 AF5528'A WOODEN BRIDGE, AT THE WEST POINT OF TANGENCY OF A CURVE, 21.9
 AF5528'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 7 FEET NORTH OF
 AF5528'THE WEST END OF THE GUARDRAIL ALONG THE APPROACH FILL.  A STANDARD
 AF5528'DISK, STAMPED 31.352 B 23 1933 AND SET IN THE TOP OF A CONCRETE
 AF5528'POST PROJECTING 7 INCHES ABOVE GROUND.
 AF5528
 AF5528                          STATION RECOVERY (1950)
 AF5528
 AF5528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AF5528'RECOVERED IN GOOD CONDITION.
 AF5528
 AF5528                          STATION RECOVERY (1979)
 AF5528
 AF5528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AF5528'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK3042 ***********************************************************************
 AK3042  DESIGNATION -  B 230
 AK3042  PID         -  AK3042
 AK3042  STATE/COUNTY-  FL/BREVARD
 AK3042  USGS QUAD   -  MELBOURNE WEST (1988)
 AK3042
 AK3042                         *CURRENT SURVEY CONTROL
 AK3042  ___________________________________________________________________
 AK3042* NAD 83(1986)-  28 05 55.     (N)    080 37 53.     (W)     SCALED    
 AK3042* NAVD 88     -         7.839  (meters)      25.72   (feet)  ADJUSTED  
 AK3042  ___________________________________________________________________
 AK3042  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AK3042  DYNAMIC HT  -           7.827 (meters)      25.68  (feet)  COMP
 AK3042  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AK3042
 AK3042  VERT ORDER  -  FIRST     CLASS I
 AK3042
 AK3042.This mark is at Melbourne Airport (MLB)
 AK3042
 AK3042.The horizontal coordinates were scaled from a topographic map and have
 AK3042.an estimated accuracy of +/- 6 seconds.
 AK3042
 AK3042.The orthometric height was determined by differential leveling
 AK3042.and adjusted by the National Geodetic Survey in June 1991..
 AK3042
 AK3042.The geoid height was determined by GEOID03.
 AK3042
 AK3042.The dynamic height is computed by dividing the NAVD 88
 AK3042.geopotential number by the normal gravity value computed on the
 AK3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK3042.degrees latitude (g = 980.6199 gals.).
 AK3042
 AK3042.The modeled gravity was interpolated from observed gravity values.
 AK3042
 AK3042;                    North         East    Units  Estimated Accuracy
 AK3042;SPC FL E     -   417,190.      236,220.      MT  (+/- 180 meters Scaled)
 AK3042
 AK3042                          SUPERSEDED SURVEY CONTROL
 AK3042
 AK3042  NGVD 29 (??/??/92)    8.27   (m)           27.1    (f) COMPUTED    1 1
 AK3042
 AK3042.Superseded values are not recommended for survey control.
 AK3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3042.See file dsdata.txt to determine how the superseded data were derived.
 AK3042
 AK3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM362081(NAD 83)
 AK3042_MARKER: DB = BENCH MARK DISK
 AK3042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK3042_SP_SET: CONCRETE BOX
 AK3042_STAMPING: B 230 1965
 AK3042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK3042
 AK3042  HISTORY     - Date     Condition        Report By
 AK3042  HISTORY     - 1965     MONUMENTED       CGS
 AK3042  HISTORY     - 1973     GOOD             NGS
 AK3042  HISTORY     - 19950304 MARK NOT FOUND   USPSQD
 AK3042
 AK3042                          STATION DESCRIPTION
 AK3042
 AK3042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AK3042'T FROM AT CAPE KENNEDY REGIONAL AIRPOR.
 AK3042'AT THE CAPE KENNEDY REGIONAL AIRPORT, ABOUT 1.8 MILE NORTHWEST
 AK3042'ALONG THE FLORIDA EAST COAST RAILROAD FROM THE STATION AT MELBOURNE,
 AK3042'THENCE 0.5 MILE WEST TO AIRPORT, NEAR THE ADMINISTRATION BUILDING,
 AK3042'SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE ELECTRICAL
 AK3042'BOX 5 FEET SQUARE AND PROJECTING ABOUT .5 FOOT ABOVE THE LEVEL OF
 AK3042'THE GROUND AND INSIDE OF FLOWER BED, 54.7 FEET SOUTHWEST OF THE
 AK3042'SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 4.5 FEET SOUTH OF
 AK3042'THE SOUTH WALL OF ADMINISTRATION BUILDING, 12.1 FEET NORTH OF A
 AK3042'PATIO WALL AND LOCATED IN A WALLED-IN PATIO.  1 FOOT NORTH OF THE
 AK3042'NORTH FACE OF A 2.5 FOOT HIGH STONE WALL AROUND FLOWER BED AND ABOUT
 AK3042'LEVEL WITH THE SIDEWALK.  SEC 33, T 27 S, R 37 E
 AK3042
 AK3042                          STATION RECOVERY (1995)
 AK3042
 AK3042'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK3042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3271 ***********************************************************************
 AF3271  DESIGNATION -  B 231
 AF3271  PID         -  AF3271
 AF3271  STATE/COUNTY-  FL/ST LUCIE
 AF3271  USGS QUAD   -  FORT PIERCE (1983)
 AF3271
 AF3271                         *CURRENT SURVEY CONTROL
 AF3271  ___________________________________________________________________
 AF3271* NAD 83(1986)-  27 29 29.     (N)    080 22 09.     (W)     SCALED    
 AF3271* NAVD 88     -         5.679  (meters)      18.63   (feet)  ADJUSTED  
 AF3271  ___________________________________________________________________
 AF3271  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AF3271  DYNAMIC HT  -           5.671 (meters)      18.61  (feet)  COMP
 AF3271  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 AF3271
 AF3271  VERT ORDER  -  FIRST     CLASS I
 AF3271
 AF3271.This mark is at St Lucie Co Intl Airport (FPR)
 AF3271
 AF3271.The horizontal coordinates were scaled from a topographic map and have
 AF3271.an estimated accuracy of +/- 6 seconds.
 AF3271
 AF3271.The orthometric height was determined by differential leveling
 AF3271.and adjusted by the National Geodetic Survey in June 1991..
 AF3271
 AF3271.The geoid height was determined by GEOID03.
 AF3271
 AF3271.The dynamic height is computed by dividing the NAVD 88
 AF3271.geopotential number by the normal gravity value computed on the
 AF3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3271.degrees latitude (g = 980.6199 gals.).
 AF3271
 AF3271.The modeled gravity was interpolated from observed gravity values.
 AF3271
 AF3271;                    North         East    Units  Estimated Accuracy
 AF3271;SPC FL E     -   350,010.      262,340.      MT  (+/- 180 meters Scaled)
 AF3271
 AF3271                          SUPERSEDED SURVEY CONTROL
 AF3271
 AF3271  NGVD 29 (??/??/92)    6.139  (m)           20.14   (f) ADJ UNCH    1 1
 AF3271
 AF3271.Superseded values are not recommended for survey control.
 AF3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3271.See file dsdata.txt to determine how the superseded data were derived.
 AF3271
 AF3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL623410(NAD 83)
 AF3271_MARKER: DB = BENCH MARK DISK
 AF3271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF3271_SP_SET: FOUNDATION
 AF3271_STAMPING: B 231 1965
 AF3271_MARK LOGO: CGS   
 AF3271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3271+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 AF3271
 AF3271  HISTORY     - Date     Condition        Report By
 AF3271  HISTORY     - 1965     MONUMENTED       CGS
 AF3271  HISTORY     - 19910205 GOOD             NGS
 AF3271  HISTORY     - 20030123 MARK NOT FOUND   USPSQD
 AF3271
 AF3271                          STATION DESCRIPTION
 AF3271
 AF3271'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3271'AT ST LUCIE CO AP.
 AF3271'AT ST. LUCIE COUNTY AIRPORT, ABOUT 0.3 MILE NORTHWEST ACROSS
 AF3271'THE FIELD FROM THE AIRPORT TERMINAL BUILDING, ABOUT 70 YARDS
 AF3271'EAST OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, ABOUT 70 YARDS
 AF3271'WEST OF THE WIND SOCK, ABOUT 5 FEET BELOW THE LEVEL OF THE
 AF3271'RUNWAY AND SET IN THE TOP AT THE NORTHWEST CORNER OF A CONCRETE
 AF3271'CATCH BASIN THAT IS ABOUT 4-BY-5 FEET AND 5 1/2 FEET DEEP.
 AF3271
 AF3271                          STATION RECOVERY (1991)
 AF3271
 AF3271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3271'2.4 KM (1.5 MI) WESTERLY ALONG STATE HIGHWAY 608 (SAINT LUCIE
 AF3271'BOULEVARD) FROM THE JUNCTION OF U.S. HIGHWAY 1 IN FORT PIERCE, THENCE
 AF3271'0.2 KM (0.1 MI) NORTHERLY ALONG AVIATION WAY, THENCE 0.5 KM (0.3 MI)
 AF3271'WESTERLY ALONG A TRACK ROAD, THENCE 0.4 KM (0.2 MI) NORTHERLY ALONG AN
 AF3271'INACTIVE RUNWAY, IN TOP OF THE NORTHWEST CORNER OF A CONCRETE
 AF3271'FOUNDATION OF A STORM DRAIN, 72.6 M (238.2 FT) WEST OF BENCH MARK A
 AF3271'231, AND 66.2 M (217.2 FT) EAST OF THE EAST EDGE OF THE RUNWAY.
 AF3271
 AF3271                          STATION RECOVERY (2003)
 AF3271
 AF3271'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF3271'LOCATION AT ST. LUCIE COUNTY AIRPORT.
 AF3271'ACCORDING AIRPORT PERSONNEL MARKERS WERE DESTROYED DURING VARIOUS
 AF3271'PHASES OF CONSTRUCTION ON THE RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2971 ***********************************************************************
 AD2971  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2971  DESIGNATION -  B 232
 AD2971  PID         -  AD2971
 AD2971  STATE/COUNTY-  FL/PALM BEACH
 AD2971  USGS QUAD   -  JUPITER (1983)
 AD2971
 AD2971                         *CURRENT SURVEY CONTROL
 AD2971  ___________________________________________________________________
 AD2971* NAD 83(1986)-  26 56 46.     (N)    080 05 29.     (W)     SCALED    
 AD2971* NAVD 88     -         3.333  (meters)      10.94   (feet)  ADJUSTED  
 AD2971  ___________________________________________________________________
 AD2971  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AD2971  DYNAMIC HT  -           3.328 (meters)      10.92  (feet)  COMP
 AD2971  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 AD2971
 AD2971  VERT ORDER  -  FIRST     CLASS II
 AD2971
 AD2971.The horizontal coordinates were scaled from a topographic map and have
 AD2971.an estimated accuracy of +/- 6 seconds.
 AD2971
 AD2971.The orthometric height was determined by differential leveling
 AD2971.and adjusted by the National Geodetic Survey in May 1994..
 AD2971.WARNING-Repeat measurements at this control monument indicate possible
 AD2971.vertical movement.
 AD2971
 AD2971.This Tidal Bench Mark is designated as VM 5540
 AD2971.by the Center for Operational Oceanographic Products and Services.
 AD2971
 AD2971.The geoid height was determined by GEOID03.
 AD2971
 AD2971.The dynamic height is computed by dividing the NAVD 88
 AD2971.geopotential number by the normal gravity value computed on the
 AD2971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2971.degrees latitude (g = 980.6199 gals.).
 AD2971
 AD2971.The modeled gravity was interpolated from observed gravity values.
 AD2971
 AD2971;                    North         East    Units  Estimated Accuracy
 AD2971;SPC FL E     -   289,760.      290,220.      MT  (+/- 180 meters Scaled)
 AD2971
 AD2971                          SUPERSEDED SURVEY CONTROL
 AD2971
 AD2971  NAVD 88 (06/15/91)    3.334  (m)           10.94   (f) UNKNOWN     1 2
 AD2971  NGVD 29 (09/01/92)    3.791  (m)           12.44   (f) ADJUSTED    1 2
 AD2971
 AD2971.Superseded values are not recommended for survey control.
 AD2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2971.See file dsdata.txt to determine how the superseded data were derived.
 AD2971
 AD2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK901807(NAD 83)
 AD2971_MARKER: DB = BENCH MARK DISK
 AD2971_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2971_SP_SET: ABUTMENT
 AD2971_STAMPING: B 232 1965
 AD2971_MARK LOGO: CGS   
 AD2971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2971+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD2971
 AD2971  HISTORY     - Date     Condition        Report By
 AD2971  HISTORY     - 1965     MONUMENTED       CGS
 AD2971  HISTORY     - 1973     GOOD             NGS
 AD2971  HISTORY     - 1980     GOOD             FLDNR
 AD2971  HISTORY     - 1981     GOOD             FLDNR
 AD2971  HISTORY     - 1983     GOOD             LOCSUR
 AD2971  HISTORY     - 1986     GOOD             USPSQD
 AD2971  HISTORY     - 1987     GOOD             USPSQD
 AD2971  HISTORY     - 19910122 GOOD             NGS
 AD2971  HISTORY     - 20020629 GOOD             USPSQD
 AD2971  HISTORY     - 20030707 GOOD             USPSQD
 AD2971  HISTORY     - 20040917 GOOD             USPSQD
 AD2971
 AD2971                          STATION DESCRIPTION
 AD2971
 AD2971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD2971'0.4 MI N FROM JUPITER.
 AD2971'0.45 MILE NORTH ALONG STATE HIGHWAY A1A FROM THE POST OFFICE
 AD2971'IN JUPITER, 0.2 MILE NORTH OF MILEPOST 283, IN SECTION 31, R 43 E,
 AD2971'T 40 S, SET IN A DRILL HOLE IN THE TOP OF THE WEST END OF THE
 AD2971'SOUTH CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER THE LOXAHATCHEE
 AD2971'RIVER, ABOUT 100 FEET WEST OF THE SOUTH END OF THE PROPOSED
 AD2971'DAMON BRIDGE, 6.3 FEET WEST OF THE WEST RAIL, 4 FEET SOUTH OF THE
 AD2971'NORTH SIDE OF THE CONCRETE ABUTMENT, 3 FEET EAST OF THE WEST
 AD2971'END OF THE CONCRETE ABUTMENT AND 0.5 FEET BELOW THE LEVEL OF THE
 AD2971'RAILROAD TRACK.
 AD2971
 AD2971                          STATION RECOVERY (1980)
 AD2971
 AD2971'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2971'RECOVERED IN GOOD CONDITION.
 AD2971
 AD2971                          STATION RECOVERY (1981)
 AD2971
 AD2971'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2971'RECOVERED IN GOOD CONDITION.
 AD2971
 AD2971                          STATION RECOVERY (1983)
 AD2971
 AD2971'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AD2971'RECOVERED IN GOOD CONDITION.
 AD2971
 AD2971                          STATION RECOVERY (1986)
 AD2971
 AD2971'RECOVERY NOTE BY US POWER SQUADRON 1986 (BJS)
 AD2971'RECOVERED IN GOOD CONDITION.
 AD2971
 AD2971                          STATION RECOVERY (1987)
 AD2971
 AD2971'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTN)
 AD2971'RECOVERED IN GOOD CONDITION.
 AD2971
 AD2971                          STATION RECOVERY (1991)
 AD2971
 AD2971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2971'1.4 KM (0.9 MI) NORTHERLY ALONG THE FLORIDA EAST COAST RAILROAD FROM
 AD2971'THE JUNCTION OF STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER, IN
 AD2971'TOP OF AND 1.0 M (3.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 AD2971'SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE
 AD2971'LOXAHATCHEE RIVER, 5.9 M (19.4 FT) NORTHWEST OF AND LEVEL WITH THE
 AD2971'NEAR RAIL, AND 0.9 M (3.0 FT) SOUTHWEST OF THE NORTHEAST FACE OF THE
 AD2971'ABUTMENT.
 AD2971
 AD2971                          STATION RECOVERY (2002)
 AD2971
 AD2971'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2971'RECOVERED IN GOOD CONDITION.
 AD2971
 AD2971                          STATION RECOVERY (2003)
 AD2971
 AD2971'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2971'RECOVERED IN GOOD CONDITION.
 AD2971
 AD2971                          STATION RECOVERY (2004)
 AD2971
 AD2971'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2914 ***********************************************************************
 AD2914  DESIGNATION -  B 233
 AD2914  PID         -  AD2914
 AD2914  STATE/COUNTY-  FL/PALM BEACH
 AD2914  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2914
 AD2914                         *CURRENT SURVEY CONTROL
 AD2914  ___________________________________________________________________
 AD2914* NAD 83(1986)-  26 47 54.     (N)    080 04 22.     (W)     SCALED    
 AD2914* NAVD 88     -         7.363  (meters)      24.16   (feet)  ADJUSTED  
 AD2914  ___________________________________________________________________
 AD2914  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AD2914  DYNAMIC HT  -           7.352 (meters)      24.12  (feet)  COMP
 AD2914  MODELED GRAV-     979,112.1   (mgal)                       NAVD 88
 AD2914
 AD2914  VERT ORDER  -  FIRST     CLASS II
 AD2914
 AD2914.The horizontal coordinates were scaled from a topographic map and have
 AD2914.an estimated accuracy of +/- 6 seconds.
 AD2914
 AD2914.The orthometric height was determined by differential leveling
 AD2914.and adjusted by the National Geodetic Survey in June 1991..
 AD2914
 AD2914.The geoid height was determined by GEOID03.
 AD2914
 AD2914.The dynamic height is computed by dividing the NAVD 88
 AD2914.geopotential number by the normal gravity value computed on the
 AD2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2914.degrees latitude (g = 980.6199 gals.).
 AD2914
 AD2914.The modeled gravity was interpolated from observed gravity values.
 AD2914
 AD2914;                    North         East    Units  Estimated Accuracy
 AD2914;SPC FL E     -   273,400.      292,190.      MT  (+/- 180 meters Scaled)
 AD2914
 AD2914                          SUPERSEDED SURVEY CONTROL
 AD2914
 AD2914  NGVD 29 (09/01/92)    7.823  (m)           25.67   (f) ADJUSTED    1 2
 AD2914
 AD2914.Superseded values are not recommended for survey control.
 AD2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2914.See file dsdata.txt to determine how the superseded data were derived.
 AD2914
 AD2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921644(NAD 83)
 AD2914_MARKER: DB = BENCH MARK DISK
 AD2914_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD2914_SP_SET: COPPER-CLAD STEEL ROD
 AD2914_STAMPING: B 233 1965
 AD2914_MARK LOGO: CGS   
 AD2914_PROJECTION: FLUSH
 AD2914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2914+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 AD2914_ROD/PIPE-DEPTH: 16.5 meters
 AD2914
 AD2914  HISTORY     - Date     Condition        Report By
 AD2914  HISTORY     - 1965     MONUMENTED       CGS
 AD2914  HISTORY     - 1970     GOOD             NGS
 AD2914  HISTORY     - 1973     GOOD             NGS
 AD2914  HISTORY     - 19880227 POOR             USPSQD
 AD2914  HISTORY     - 19910117 GOOD             NGS
 AD2914  HISTORY     - 20010413 MARK NOT FOUND   GCYI
 AD2914  HISTORY     - 20020412 GOOD             USPSQD
 AD2914  HISTORY     - 20030412 GOOD             USPSQD
 AD2914  HISTORY     - 20040426 GOOD             USPSQD
 AD2914  HISTORY     - 20050427 GOOD             USPSQD
 AD2914
 AD2914                          STATION DESCRIPTION
 AD2914
 AD2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2914'AT LAKE PARK.
 AD2914'AT LAKE PARK, ALONG THE FLORIDA EAST COAST RAILWAY, 278 FEET
 AD2914'SOUTHEAST OF THE CENTER OF THE CROSSING OF PARK AVENUE AND THE
 AD2914'NORTHBOUND TRACK, ON THE INSIDE AND NEAR THE SOUTHWEST EDGE OF A
 AD2914'GRASSY PLOT SURROUNDED BY A SIDEWALK, 237 FEET SOUTH OF THE
 AD2914'CENTER LINE OF PARK AVENUE, 59.7 FEET EAST OF THE EAST RAIL
 AD2914'OF THE NORTHBOUND TRACK, 7 FEET SOUTHWEST OF THE SOUTHWEST ONE
 AD2914'OF 4 10-INCH PALM TREES, 1.2 FEET SOUTHWEST OF THE SOUTHWEST
 AD2914'EDGE OF A SIDEWALK, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 AD2914'1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 AD2914'TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 AD2914'PROTECTED BY A 4 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND.
 AD2914'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 54 FEET.  SEC 20,
 AD2914'T 42S, R 43E.
 AD2914
 AD2914                          STATION RECOVERY (1973)
 AD2914
 AD2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2914'RECOVERED IN GOOD CONDITION.
 AD2914
 AD2914                          STATION RECOVERY (1988)
 AD2914
 AD2914'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLD)
 AD2914'MARK RECOVERED IN POOR CONDITION.
 AD2914
 AD2914                          STATION RECOVERY (1991)
 AD2914
 AD2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2914'IN LAKE PARK, AT THE INTERSECTION OF THE FLORIDA EAST COAST RAILROAD
 AD2914'AND LAKE AVENUE, 73.4 M (240.8 FT) SOUTHEAST OF AND LEVEL WITH THE
 AD2914'AVENUE CENTERLINE, 39.8 M (130.6 FT) WEST OF THE CENTER OF 10TH
 AD2914'STREET, 18.2 M (59.7 FT) NORTHEAST OF THE NEAR RAIL, 3.5 M (11.5 FT)
 AD2914'NORTH OF A CHAIN-LINK FENCE CORNER, 2.1 M (6.9 FT) NORTHEAST OF THE
 AD2914'FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AD2914'EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--THE DISK IS ENCASED IN A
 AD2914'4-INCH METAL PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 AD2914
 AD2914                          STATION RECOVERY (2001)
 AD2914
 AD2914'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD2914'MARK NOT FOUND.
 AD2914
 AD2914                          STATION RECOVERY (2002)
 AD2914
 AD2914'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2914'DESCRIPTION HAS CHANGED.  NO FENCE OR SIDEWALK.  MARK IS BEHIND NEW
 AD2914'FIREHOUSE
 AD2914
 AD2914                          STATION RECOVERY (2003)
 AD2914
 AD2914'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2914'DISK LOOSE IN CONCRETE.
 AD2914
 AD2914                          STATION RECOVERY (2004)
 AD2914
 AD2914'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2914'RECOVERED IN GOOD CONDITION.
 AD2914
 AD2914                          STATION RECOVERY (2005)
 AD2914
 AD2914'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2682 ***********************************************************************
 AD2682  DESIGNATION -  B 234
 AD2682  PID         -  AD2682
 AD2682  STATE/COUNTY-  FL/PALM BEACH
 AD2682  USGS QUAD   -  DELRAY BEACH (1983)
 AD2682
 AD2682                         *CURRENT SURVEY CONTROL
 AD2682  ___________________________________________________________________
 AD2682* NAD 83(1986)-  26 25 48.     (N)    080 04 31.     (W)     SCALED    
 AD2682* NAVD 88     -         5.569  (meters)      18.27   (feet)  ADJUSTED  
 AD2682  ___________________________________________________________________
 AD2682  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AD2682  DYNAMIC HT  -           5.560 (meters)      18.24  (feet)  COMP
 AD2682  MODELED GRAV-     979,092.1   (mgal)                       NAVD 88
 AD2682
 AD2682  VERT ORDER  -  FIRST     CLASS I
 AD2682
 AD2682.The horizontal coordinates were scaled from a topographic map and have
 AD2682.an estimated accuracy of +/- 6 seconds.
 AD2682
 AD2682.The orthometric height was determined by differential leveling
 AD2682.and adjusted by the National Geodetic Survey in May 1994..
 AD2682
 AD2682.The geoid height was determined by GEOID03.
 AD2682
 AD2682.The dynamic height is computed by dividing the NAVD 88
 AD2682.geopotential number by the normal gravity value computed on the
 AD2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2682.degrees latitude (g = 980.6199 gals.).
 AD2682
 AD2682.The modeled gravity was interpolated from observed gravity values.
 AD2682
 AD2682;                    North         East    Units  Estimated Accuracy
 AD2682;SPC FL E     -   232,580.      292,240.      MT  (+/- 180 meters Scaled)
 AD2682
 AD2682                          SUPERSEDED SURVEY CONTROL
 AD2682
 AD2682  NAVD 88 (06/15/91)    5.582  (m)           18.31   (f) UNKNOWN     1 1
 AD2682  NGVD 29 (09/01/92)    6.037  (m)           19.81   (f) ADJUSTED    1 1
 AD2682
 AD2682.Superseded values are not recommended for survey control.
 AD2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2682.See file dsdata.txt to determine how the superseded data were derived.
 AD2682
 AD2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922236(NAD 83)
 AD2682_MARKER: DB = BENCH MARK DISK
 AD2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2682_SP_SET: CONCRETE POST
 AD2682_STAMPING: B 234 1965
 AD2682_MARK LOGO: CGS   
 AD2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2682+STABILITY: SURFACE MOTION
 AD2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2682+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 AD2682
 AD2682  HISTORY     - Date     Condition        Report By
 AD2682  HISTORY     - 1965     MONUMENTED       CGS
 AD2682  HISTORY     - 1973     GOOD             NGS
 AD2682  HISTORY     - 1984     GOOD             USPSQD
 AD2682  HISTORY     - 1985     GOOD             USPSQD
 AD2682  HISTORY     - 1987     GOOD             USPSQD
 AD2682  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2682  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD2682  HISTORY     - 1989     GOOD             USPSQD
 AD2682  HISTORY     - 1989     GOOD             USPSQD
 AD2682  HISTORY     - 1989     GOOD             USPSQD
 AD2682  HISTORY     - 1990     GOOD             USPSQD
 AD2682  HISTORY     - 19910107 GOOD             NGS
 AD2682  HISTORY     - 20031229 GOOD             USPSQD
 AD2682  HISTORY     - 20050107 GOOD             USPSQD
 AD2682
 AD2682                          STATION DESCRIPTION
 AD2682
 AD2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2682'2.2 MI S FROM DELRAY BEACH.
 AD2682'ABOUT 2.15 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2682'FROM THE CROSSING OF E. ATLANTIC AVE AT DELRAY BEACH, IN SECTION
 AD2682'29, R 43 E, T 46 S, 55 FEET EAST-SOUTHEAST OF AND ACROSS THE
 AD2682'TRACKS FROM MILEPOST 319, 50 FEET WEST-SOUTHWEST OF AND ACROSS
 AD2682'OLD DIXIE HIGHWAY FROM CABLE LINE POLE NO. 2, 29 FEET EAST OF THE
 AD2682'EAST RAIL OF THE NORTHBOUND TRACK, 27 1/2 FEET WEST OF THE CENTER
 AD2682'LINE OF OLD DIXIE HIGHWAY, 2 FEET NORTH OF A METAL WITNESS POST,
 AD2682'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AD2682'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AD2682
 AD2682                          STATION RECOVERY (1973)
 AD2682
 AD2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (1984)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (1985)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1985
 AD2682'WITNESS POST MISSING. POWER LINE POLE NO LONGER THERE. MARK APPROX.
 AD2682'18' BELOW LEVEL OF TRACK ABOUT LEVEL WITH ROADWAY.
 AD2682
 AD2682                          STATION RECOVERY (1987)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (1987)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2682'MARK NOT FOUND.
 AD2682
 AD2682                          STATION RECOVERY (1988)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2682'MARK NOT FOUND.
 AD2682
 AD2682                          STATION RECOVERY (1989)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (1989)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1989 (YCH)
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (1989)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (1990)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (1991)
 AD2682
 AD2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2682'3.5 KM (2.2 MI) SOUTHERLY ALONG THE FLORIDA EAST COAST RAILROAD FROM
 AD2682'THE INTERSECTION OF WEST ATLANTIC BOULEVARD (STATE HIGHWAY 806) IN
 AD2682'DELRAY BEACH, 13.9 M (45.6 FT) EAST OF RAILROAD MILEPOST 319, 8.3 M
 AD2682'(27.2 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF DIXIE HIGHWAY, 8.7
 AD2682'M (28.5 FT) EAST OF THE NEAR RAIL, 0.5 M (1.6 FT) NORTH OF A WITNESS
 AD2682'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD2682
 AD2682                          STATION RECOVERY (2003)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2682'RECOVERED IN GOOD CONDITION.
 AD2682
 AD2682                          STATION RECOVERY (2005)
 AD2682
 AD2682'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2726 ***********************************************************************
 AD2726  DESIGNATION -  B 235
 AD2726  PID         -  AD2726
 AD2726  STATE/COUNTY-  FL/PALM BEACH
 AD2726  USGS QUAD   -  LAKE WORTH (1983)
 AD2726
 AD2726                         *CURRENT SURVEY CONTROL
 AD2726  ___________________________________________________________________
 AD2726* NAD 83(1986)-  26 30 51.     (N)    080 03 44.     (W)     SCALED    
 AD2726* NAVD 88     -         3.799  (meters)      12.46   (feet)  ADJUSTED  
 AD2726  ___________________________________________________________________
 AD2726  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AD2726  DYNAMIC HT  -           3.793 (meters)      12.44  (feet)  COMP
 AD2726  MODELED GRAV-     979,099.6   (mgal)                       NAVD 88
 AD2726
 AD2726  VERT ORDER  -  FIRST     CLASS I
 AD2726
 AD2726.The horizontal coordinates were scaled from a topographic map and have
 AD2726.an estimated accuracy of +/- 6 seconds.
 AD2726
 AD2726.The orthometric height was determined by differential leveling
 AD2726.and adjusted by the National Geodetic Survey in June 1991..
 AD2726
 AD2726.The geoid height was determined by GEOID03.
 AD2726
 AD2726.The dynamic height is computed by dividing the NAVD 88
 AD2726.geopotential number by the normal gravity value computed on the
 AD2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2726.degrees latitude (g = 980.6199 gals.).
 AD2726
 AD2726.The modeled gravity was interpolated from observed gravity values.
 AD2726
 AD2726;                    North         East    Units  Estimated Accuracy
 AD2726;SPC FL E     -   241,920.      293,470.      MT  (+/- 180 meters Scaled)
 AD2726
 AD2726                          SUPERSEDED SURVEY CONTROL
 AD2726
 AD2726  NGVD 29 (??/??/92)    4.273  (m)           14.02   (f) ADJ UNCH    1 1
 AD2726
 AD2726.Superseded values are not recommended for survey control.
 AD2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2726.See file dsdata.txt to determine how the superseded data were derived.
 AD2726
 AD2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK934329(NAD 83)
 AD2726_MARKER: DB = BENCH MARK DISK
 AD2726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD2726_SP_SET: 44 FEET
 AD2726_STAMPING: B 235 1965
 AD2726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2726
 AD2726  HISTORY     - Date     Condition        Report By
 AD2726  HISTORY     - 1965     MONUMENTED       CGS
 AD2726  HISTORY     - 1973     GOOD             NGS
 AD2726  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AD2726  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD2726  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 AD2726
 AD2726                          STATION DESCRIPTION
 AD2726
 AD2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2726'1 MI S FROM BOYNTON BEACH.
 AD2726'ABOUT 1.0 MILE SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2726'THE CROSSING OF N.E. 2ND AVENUE AT BOYNTON BEACH, ABOUT 0.2
 AD2726'MILE SOUTH OF MILEPOST 313, IN SECTION 33, R 43 E, T 45 S, NEAR
 AD2726'THE CROSSING OF S.E. 15TH AVENUE, 20.0 FEET WEST OF THE WEST
 AD2726'RAIL OF THE SOUTHBOUND MAIN TRACK, 60.0 FEET SOUTHWEST OF THE
 AD2726'CENTER OF THE CROSSING, 47.0 FEET SOUTH OF THE CENTER LINE OF THE
 AD2726'AVENUE, 2 1/2 FEET NORTH OF THE FIRST POLE SOUTH OF THE AVENUE,
 AD2726'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AD2726'TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 AD2726'PROJECTING 0.1 FOOT PROTECTED BY A 4 INCH IRON PIPE PROJECTING
 AD2726'0.1 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 44 FEET.
 AD2726
 AD2726                          STATION RECOVERY (1973)
 AD2726
 AD2726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2726'RECOVERED IN GOOD CONDITION.
 AD2726
 AD2726                          STATION RECOVERY (1985)
 AD2726
 AD2726'RECOVERY NOTE BY US POWER SQUADRON 1985
 AD2726'MARK NOT FOUND.
 AD2726
 AD2726                          STATION RECOVERY (1989)
 AD2726
 AD2726'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2726'MARK NOT FOUND.
 AD2726
 AD2726                          STATION RECOVERY (1994)
 AD2726
 AD2726'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3094 ***********************************************************************
 AF3094  DESIGNATION -  B 236
 AF3094  PID         -  AF3094
 AF3094  STATE/COUNTY-  FL/MARTIN
 AF3094  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3094
 AF3094                         *CURRENT SURVEY CONTROL
 AF3094  ___________________________________________________________________
 AF3094* NAD 83(1986)-  27 12 54.     (N)    080 10 35.     (W)     SCALED    
 AF3094* NAVD 88     -         1.975  (meters)       6.48   (feet)  ADJUSTED  
 AF3094  ___________________________________________________________________
 AF3094  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF3094  DYNAMIC HT  -           1.972 (meters)       6.47  (feet)  COMP
 AF3094  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 AF3094
 AF3094  VERT ORDER  -  FIRST     CLASS I
 AF3094
 AF3094.The horizontal coordinates were scaled from a topographic map and have
 AF3094.an estimated accuracy of +/- 6 seconds.
 AF3094
 AF3094.The orthometric height was determined by differential leveling
 AF3094.and adjusted by the National Geodetic Survey in June 1991..
 AF3094
 AF3094.The geoid height was determined by GEOID03.
 AF3094
 AF3094.The dynamic height is computed by dividing the NAVD 88
 AF3094.geopotential number by the normal gravity value computed on the
 AF3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3094.degrees latitude (g = 980.6199 gals.).
 AF3094
 AF3094.The modeled gravity was interpolated from observed gravity values.
 AF3094
 AF3094;                    North         East    Units  Estimated Accuracy
 AF3094;SPC FL E     -   319,490.      281,590.      MT  (+/- 180 meters Scaled)
 AF3094
 AF3094                          SUPERSEDED SURVEY CONTROL
 AF3094
 AF3094  NGVD 29 (??/??/92)    2.419  (m)            7.94   (f) ADJ UNCH    1 1
 AF3094
 AF3094.Superseded values are not recommended for survey control.
 AF3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3094.See file dsdata.txt to determine how the superseded data were derived.
 AF3094
 AF3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL815105(NAD 83)
 AF3094_MARKER: DB = BENCH MARK DISK
 AF3094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3094_SP_SET: BUILDING
 AF3094_STAMPING: B 236 1965
 AF3094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3094
 AF3094  HISTORY     - Date     Condition        Report By
 AF3094  HISTORY     - 1965     MONUMENTED       CGS
 AF3094  HISTORY     - 1972     GOOD             NGS
 AF3094  HISTORY     - 1988     GOOD             USPSQD
 AF3094  HISTORY     - 1989     GOOD             USPSQD
 AF3094  HISTORY     - 1991     GOOD             USPSQD
 AF3094
 AF3094                          STATION DESCRIPTION
 AF3094
 AF3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3094'5 MI E FROM STUART.
 AF3094'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY A1A FROM THE COURTHOUSE
 AF3094'AT STUART, SET VERTICALLY IN THE NORTHEAST BRICK FACE AND NEAR
 AF3094'THE NORTH CORNER OF THE MARTIN COUNTY HISTORICAL SOCIETY (ELLIOTT
 AF3094'MUSEUM), 141 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AF3094'2.1 FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING AND 1.8
 AF3094'FEET ABOVE THE LEVEL OF THE GROUND.
 AF3094
 AF3094                          STATION RECOVERY (1972)
 AF3094
 AF3094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3094'RECOVERED IN GOOD CONDITION.
 AF3094
 AF3094                          STATION RECOVERY (1988)
 AF3094
 AF3094'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWH)
 AF3094'RECOVERED IN GOOD CONDITION.
 AF3094
 AF3094                          STATION RECOVERY (1989)
 AF3094
 AF3094'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3094'RECOVERED IN GOOD CONDITION.
 AF3094
 AF3094                          STATION RECOVERY (1991)
 AF3094
 AF3094'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0487 ***********************************************************************
 AC0487  DESIGNATION -  B 237
 AC0487  PID         -  AC0487
 AC0487  STATE/COUNTY-  FL/MIAMI-DADE
 AC0487  USGS QUAD   -  HIALEAH SW (1988)
 AC0487
 AC0487                         *CURRENT SURVEY CONTROL
 AC0487  ___________________________________________________________________
 AC0487* NAD 83(1986)-  25 45 39.     (N)    080 28 53.     (W)     SCALED    
 AC0487* NAVD 88     -         3.451  (meters)      11.32   (feet)  ADJUSTED  
 AC0487  ___________________________________________________________________
 AC0487  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AC0487  DYNAMIC HT  -           3.446 (meters)      11.31  (feet)  COMP
 AC0487  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 AC0487  OBS GRAVITY -     979,032.4   (mgal)                       GRAV_OBS
 AC0487
 AC0487  VERT ORDER  -  FIRST     CLASS I
 AC0487
 AC0487.The horizontal coordinates were scaled from a topographic map and have
 AC0487.an estimated accuracy of +/- 6 seconds.
 AC0487
 AC0487.The orthometric height was determined by differential leveling
 AC0487.and adjusted by the National Geodetic Survey in September 1992..
 AC0487
 AC0487.The geoid height was determined by GEOID03.
 AC0487
 AC0487.The dynamic height is computed by dividing the NAVD 88
 AC0487.geopotential number by the normal gravity value computed on the
 AC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0487.degrees latitude (g = 980.6199 gals.).
 AC0487
 AC0487.The modeled gravity was interpolated from observed gravity values.
 AC0487.The observed gravity was obtained from relative gravimeter ties
 AC0487.to the IGSN71 gravity network.
 AC0487
 AC0487;                    North         East    Units  Estimated Accuracy
 AC0487;SPC FL E     -   158,220.      252,020.      MT  (+/- 180 meters Scaled)
 AC0487
 AC0487                          SUPERSEDED SURVEY CONTROL
 AC0487
 AC0487  NAVD 88 (06/15/91)    3.471  (m)           11.39   (f) UNKNOWN     1 1
 AC0487  NGVD 29 (09/01/92)    3.926  (m)           12.88   (f) ADJUSTED    1 1
 AC0487
 AC0487.Superseded values are not recommended for survey control.
 AC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0487.See file dsdata.txt to determine how the superseded data were derived.
 AC0487
 AC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ520493(NAD 83)
 AC0487_MARKER: DD = SURVEY DISK
 AC0487_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0487_SP_SET: ABUTMENT
 AC0487_STAMPING: B 237 1965
 AC0487_MARK LOGO: FLGS  
 AC0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0487+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 AC0487
 AC0487  HISTORY     - Date     Condition        Report By
 AC0487  HISTORY     - 1965     MONUMENTED       FLGS
 AC0487  HISTORY     - 1965     GOOD             NGS
 AC0487  HISTORY     - 1986     GOOD             USPSQD
 AC0487  HISTORY     - 1987     GOOD             USPSQD
 AC0487  HISTORY     - 19910302 GOOD             USPSQD
 AC0487  HISTORY     - 19920218 GOOD             NGS
 AC0487  HISTORY     - 20050317 MARK NOT FOUND   FLDEP
 AC0487
 AC0487                          STATION DESCRIPTION
 AC0487
 AC0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0487'10.5 MI W FROM WEST MIAMI.
 AC0487'ABOUT 10.5 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI
 AC0487'STATION POST OFFICE AT WEST MIAMI, IN SECTION 6, R 39 E, T 54 S,
 AC0487'AT THE INTERSECTION OF STATE HIGHWAY 27, SET ON THE TOP OF THE
 AC0487'SOUTH END OF THE EAST CONCRETE GUARD RAIL BASE OF AN 80-FOOT
 AC0487'STATE HIGHWAY 27 BRIDGE OVER THE TAMIAMI CANAL, 71 FEET NORTH
 AC0487'OF THE CENTER LINE OF THE NORTH LANE OF THE HIGHWAY, 16 1/2
 AC0487'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 27, 8 FEET NORTH
 AC0487'OF THE SOUTH END OF THE GUARD RAIL AND 1 FOOT ABOVE THE LEVEL
 AC0487'OF THE HIGHWAY.
 AC0487
 AC0487                          STATION RECOVERY (1986)
 AC0487
 AC0487'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC0487'RECOVERED IN GOOD CONDITION.
 AC0487
 AC0487                          STATION RECOVERY (1987)
 AC0487
 AC0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC0487'RECOVERED IN GOOD CONDITION.
 AC0487
 AC0487                          STATION RECOVERY (1991)
 AC0487
 AC0487'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC0487'RECOVERED IN GOOD CONDITION.
 AC0487
 AC0487                          STATION RECOVERY (1992)
 AC0487
 AC0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0487'17.7 KM (11.00 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0487'OFFICE IN WEST MIAMI, IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST
 AC0487'END OF THE SOUTH ABUTMENT OF A STATE HIGHWAY 997 BRIDGE SPANNING
 AC0487'TAMIAMI CANAL, 25.8 M (84.6 FT) NORTH OF THE CENTERLINE OF THE
 AC0487'WESTBOUND LANES OF THE HIGHWAY, 4.5 M (14.8 FT) EAST OF THE
 AC0487'CENTERLINE OF THE STATE HIGHWAY, 3.8 M (12.5 FT) NORTHWEST OF THE
 AC0487'SOUTHEAST END OF A WINGWALL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 AC0487'THE HIGHWAY.
 AC0487
 AC0487                          STATION RECOVERY (2005)
 AC0487
 AC0487'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AC0487'NOT FOUND, MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2284 ***********************************************************************
 AC2284  DESIGNATION -  B 238
 AC2284  PID         -  AC2284
 AC2284  STATE/COUNTY-  FL/MIAMI-DADE
 AC2284  USGS QUAD   -  MIAMI (1994)
 AC2284
 AC2284                         *CURRENT SURVEY CONTROL
 AC2284  ___________________________________________________________________
 AC2284* NAD 83(1986)-  25 45 51.     (N)    080 14 55.     (W)     SCALED    
 AC2284* NAVD 88     -         4.497  (meters)      14.75   (feet)  ADJUSTED  
 AC2284  ___________________________________________________________________
 AC2284  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AC2284  DYNAMIC HT  -           4.490 (meters)      14.73  (feet)  COMP
 AC2284  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AC2284
 AC2284  VERT ORDER  -  FIRST     CLASS I
 AC2284
 AC2284.The horizontal coordinates were scaled from a topographic map and have
 AC2284.an estimated accuracy of +/- 6 seconds.
 AC2284
 AC2284.The orthometric height was determined by differential leveling
 AC2284.and adjusted by the National Geodetic Survey in June 1991..
 AC2284
 AC2284.The geoid height was determined by GEOID03.
 AC2284
 AC2284.The dynamic height is computed by dividing the NAVD 88
 AC2284.geopotential number by the normal gravity value computed on the
 AC2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2284.degrees latitude (g = 980.6199 gals.).
 AC2284
 AC2284.The modeled gravity was interpolated from observed gravity values.
 AC2284
 AC2284;                    North         East    Units  Estimated Accuracy
 AC2284;SPC FL E     -   158,700.      275,370.      MT  (+/- 180 meters Scaled)
 AC2284
 AC2284                          SUPERSEDED SURVEY CONTROL
 AC2284
 AC2284  NGVD 29 (??/??/92)    4.974  (m)           16.32   (f) ADJ UNCH    1 1
 AC2284
 AC2284.Superseded values are not recommended for survey control.
 AC2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2284.See file dsdata.txt to determine how the superseded data were derived.
 AC2284
 AC2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ753497(NAD 83)
 AC2284_MARKER: DB = BENCH MARK DISK
 AC2284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2284_SP_SET: BUILDING
 AC2284_STAMPING: B 238 1965
 AC2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2284
 AC2284  HISTORY     - Date     Condition        Report By
 AC2284  HISTORY     - 1965     MONUMENTED       CGS
 AC2284  HISTORY     - 1973     GOOD             NGS
 AC2284  HISTORY     - 19870921 MARK NOT FOUND   USPSQD
 AC2284  HISTORY     - 19901211 MARK NOT FOUND   NGS
 AC2284  HISTORY     - 19920218 MARK NOT FOUND   NGS
 AC2284
 AC2284                          STATION DESCRIPTION
 AC2284
 AC2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2284'AT MIAMI.
 AC2284'AT MIAMI, IN SECTION 9, R 41 E, T 54 S, ABOUT 3.1 MILES WEST
 AC2284'ALONG U.S. HIGHWAY 41 (SW 8TH STREET) FROM THE CROSSING OF THE
 AC2284'FLORIDA EAST COAST RAILWAY AT MIAMI, ABOUT 100 YARDS SOUTHEAST
 AC2284'OF THE JUNCTION OF SW 8TH STREET AND 33RD AVENUE, AT THE MAIN
 AC2284'(NORTH) ENTRANCE TO THE WOODLAWN PARK CEMETERY AND MAUSOLEUM,
 AC2284'SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER OF THE
 AC2284'CEMETERY OFFICE BUILDING, 102 FEET SOUTH OF THE SOUTH CURB OF
 AC2284'SW 8TH STREET, 1 FOOT SOUTH OF THE NORTHWEST CORNER OF THE
 AC2284'BUILDING, 2.6 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 3
 AC2284'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AC2284
 AC2284                          STATION RECOVERY (1973)
 AC2284
 AC2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2284'RECOVERED IN GOOD CONDITION.
 AC2284
 AC2284                          STATION RECOVERY (1987)
 AC2284
 AC2284'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR)
 AC2284'MARK NOT FOUND.
 AC2284
 AC2284                          STATION RECOVERY (1990)
 AC2284
 AC2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2284'A THOROUGH SEARCH WAS MADE AT EVERY CORNER OF THE DESCRIBED BUILDING.
 AC2284'NO EVIDENCE OF THE MARK WAS FOUND.
 AC2284
 AC2284                          STATION RECOVERY (1992)
 AC2284
 AC2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC2284'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3093 ***********************************************************************
 AF3093  DESIGNATION -  B 239
 AF3093  PID         -  AF3093
 AF3093  STATE/COUNTY-  FL/MARTIN
 AF3093  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3093
 AF3093                         *CURRENT SURVEY CONTROL
 AF3093  ___________________________________________________________________
 AF3093* NAD 83(1986)-  27 12 23.     (N)    080 10 13.     (W)     SCALED    
 AF3093* NAVD 88     -         1.523  (meters)       5.00   (feet)  ADJUSTED  
 AF3093  ___________________________________________________________________
 AF3093  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AF3093  DYNAMIC HT  -           1.521 (meters)       4.99  (feet)  COMP
 AF3093  MODELED GRAV-     979,115.0   (mgal)                       NAVD 88
 AF3093
 AF3093  VERT ORDER  -  FIRST     CLASS I
 AF3093
 AF3093.The horizontal coordinates were scaled from a topographic map and have
 AF3093.an estimated accuracy of +/- 6 seconds.
 AF3093
 AF3093.The orthometric height was determined by differential leveling
 AF3093.and adjusted by the National Geodetic Survey in June 1991..
 AF3093
 AF3093.The geoid height was determined by GEOID03.
 AF3093
 AF3093.The dynamic height is computed by dividing the NAVD 88
 AF3093.geopotential number by the normal gravity value computed on the
 AF3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3093.degrees latitude (g = 980.6199 gals.).
 AF3093
 AF3093.The modeled gravity was interpolated from observed gravity values.
 AF3093
 AF3093;                    North         East    Units  Estimated Accuracy
 AF3093;SPC FL E     -   318,540.      282,200.      MT  (+/- 180 meters Scaled)
 AF3093
 AF3093                          SUPERSEDED SURVEY CONTROL
 AF3093
 AF3093  NGVD 29 (??/??/92)    1.967  (m)            6.45   (f) ADJ UNCH    1 1
 AF3093
 AF3093.Superseded values are not recommended for survey control.
 AF3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3093.See file dsdata.txt to determine how the superseded data were derived.
 AF3093
 AF3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL821095(NAD 83)
 AF3093_MARKER: DB = BENCH MARK DISK
 AF3093_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AF3093+WITH SETTING: INTO GROUND
 AF3093_STAMPING: B 239 1965
 AF3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3093+STABILITY: SURFACE MOTION
 AF3093
 AF3093  HISTORY     - Date     Condition        Report By
 AF3093  HISTORY     - 1965     MONUMENTED       CGS
 AF3093  HISTORY     - 1972     GOOD             NGS
 AF3093  HISTORY     - 1988     GOOD             USPSQD
 AF3093  HISTORY     - 1988     GOOD             USPSQD
 AF3093  HISTORY     - 1989     GOOD             USPSQD
 AF3093  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF3093
 AF3093                          STATION DESCRIPTION
 AF3093
 AF3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3093'5.8 MI E FROM STUART.
 AF3093'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3093'COURTHOUSE AT STUART, THENCE 0.8 MILE SOUTH ALONG MAC ARTHUR
 AF3093'BLVD, ABOUT 0.55 MILE SOUTH OF THE MUSEUM OF HOUSE OF REFUGE
 AF3093'AND A COAST GUARD LOOKOUT TOWER, ABOUT 0.8 MILE NORTH OF THE
 AF3093'ELLIOTT MUSEUM, ABOUT MIDWAY BETWEEN TWO CURVES IN THE ROAD,
 AF3093'ABOUT 300 FEET WEST OF THE TOP OF BANK BETWEEN THE ROAD AND THE
 AF3093'OCEAN, 28 FEET WEST OF THE CENTER LINE OF THE BLVD, 1 1/2 FEET
 AF3093'NORTH OF A POWER LINE POLE WITH TWO BRACE LINES, ABOUT 135 YARDS
 AF3093'NORTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION OF THE BLVD
 AF3093'AND A NARROW SAND ROAD LEADING NORTH ALONG WEST SIDE OF BANK
 AF3093'BETWEEN OCEAN AND ROAD, ABOUT LEVEL WITH THE BLVD AND IS A
 AF3093'DISK WELDED ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS
 AF3093'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AF3093
 AF3093                          STATION RECOVERY (1972)
 AF3093
 AF3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3093'RECOVERED IN GOOD CONDITION.
 AF3093
 AF3093                          STATION RECOVERY (1988)
 AF3093
 AF3093'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWH)
 AF3093'RECOVERED IN GOOD CONDITION.
 AF3093
 AF3093                          STATION RECOVERY (1988)
 AF3093
 AF3093'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAU)
 AF3093'RECOVERED IN GOOD CONDITION.
 AF3093
 AF3093                          STATION RECOVERY (1989)
 AF3093
 AF3093'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3093'RECOVERED IN GOOD CONDITION.
 AF3093
 AF3093                          STATION RECOVERY (1991)
 AF3093
 AF3093'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5089 ***********************************************************************
 AF5089  DESIGNATION -  B 24
 AF5089  PID         -  AF5089
 AF5089  STATE/COUNTY-  FL/DE SOTO
 AF5089  USGS QUAD   -  FT OGDEN (1987)
 AF5089
 AF5089                         *CURRENT SURVEY CONTROL
 AF5089  ___________________________________________________________________
 AF5089* NAD 83(1986)-  27 07 18.     (N)    081 54 53.     (W)     SCALED    
 AF5089* NAVD 88     -        13.944  (meters)      45.75   (feet)  ADJUSTED  
 AF5089  ___________________________________________________________________
 AF5089  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AF5089  DYNAMIC HT  -          13.923 (meters)      45.68  (feet)  COMP
 AF5089  MODELED GRAV-     979,117.7   (mgal)                       NAVD 88
 AF5089
 AF5089  VERT ORDER  -  FIRST     CLASS II
 AF5089
 AF5089.The horizontal coordinates were scaled from a topographic map and have
 AF5089.an estimated accuracy of +/- 6 seconds.
 AF5089
 AF5089.The orthometric height was determined by differential leveling
 AF5089.and adjusted by the National Geodetic Survey in June 1991..
 AF5089
 AF5089.The geoid height was determined by GEOID03.
 AF5089
 AF5089.The dynamic height is computed by dividing the NAVD 88
 AF5089.geopotential number by the normal gravity value computed on the
 AF5089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5089.degrees latitude (g = 980.6199 gals.).
 AF5089
 AF5089.The modeled gravity was interpolated from observed gravity values.
 AF5089
 AF5089;                    North         East    Units  Estimated Accuracy
 AF5089;SPC FL W     -   308,890.      208,460.      MT  (+/- 180 meters Scaled)
 AF5089
 AF5089                          SUPERSEDED SURVEY CONTROL
 AF5089
 AF5089  NGVD 29 (??/??/92)   14.288  (m)           46.88   (f) ADJ UNCH    1 2
 AF5089
 AF5089.Superseded values are not recommended for survey control.
 AF5089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5089.See file dsdata.txt to determine how the superseded data were derived.
 AF5089
 AF5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML093002(NAD 83)
 AF5089_MARKER: DB = BENCH MARK DISK
 AF5089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5089_STAMPING: B 24 1933 46.877
 AF5089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5089+STABILITY: SURFACE MOTION
 AF5089
 AF5089  HISTORY     - Date     Condition        Report By
 AF5089  HISTORY     - 1933     MONUMENTED       CGS
 AF5089  HISTORY     - 1960     GOOD             NGS
 AF5089  HISTORY     - 1973     GOOD             NGS
 AF5089  HISTORY     - 1979     MARK NOT FOUND   NGS
 AF5089  HISTORY     - 19960603 MARK NOT FOUND   USPSQD
 AF5089  HISTORY     - 19961219 MARK NOT FOUND   USPSQD
 AF5089
 AF5089                          STATION DESCRIPTION
 AF5089
 AF5089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AF5089'3.3 MI N FROM FORT OGDEN.
 AF5089'3.3 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AF5089'STATION AT FORT OGDEN, 250 YARDS SOUTHWEST OF A FRUIT PACKING
 AF5089'HOUSE, 211 FT. SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD
 AF5089'LEADING WEST, 57 FT. SOUTHEAST OF THE SOUTHEAST RAIL, 51 FT.
 AF5089'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 17, 7.5 FT. NORTHEAST
 AF5089'OF TELEPHONE POLE 226E5, 1.3 FT. SOUTHWEST OF A STEEL WITNESS
 AF5089'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FT. BELOW
 AF5089'THE TOP OF THE GROUND.
 AF5089
 AF5089                          STATION RECOVERY (1973)
 AF5089
 AF5089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AF5089'RECOVERED IN GOOD CONDITION.
 AF5089
 AF5089                          STATION RECOVERY (1979)
 AF5089
 AF5089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AF5089'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 AF5089
 AF5089                          STATION RECOVERY (1996)
 AF5089
 AF5089'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5089'MARK NOT FOUND.
 AF5089
 AF5089                          STATION RECOVERY (1996)
 AF5089
 AF5089'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1603 ***********************************************************************
 AG1603  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1603  DESIGNATION -  B 240
 AG1603  PID         -  AG1603
 AG1603  STATE/COUNTY-  FL/LEE
 AG1603  USGS QUAD   -  MATLACHA (1987)
 AG1603
 AG1603                         *CURRENT SURVEY CONTROL
 AG1603  ___________________________________________________________________
 AG1603* NAD 83(1986)-  26 38 12.     (N)    082 03 50.     (W)     SCALED    
 AG1603* NAVD 88     -         0.928  (meters)       3.04   (feet)  ADJUSTED  
 AG1603  ___________________________________________________________________
 AG1603  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AG1603  DYNAMIC HT  -           0.926 (meters)       3.04  (feet)  COMP
 AG1603  MODELED GRAV-     979,090.0   (mgal)                       NAVD 88
 AG1603
 AG1603  VERT ORDER  -  FIRST     CLASS I
 AG1603
 AG1603.The horizontal coordinates were scaled from a topographic map and have
 AG1603.an estimated accuracy of +/- 6 seconds.
 AG1603
 AG1603.The orthometric height was determined by differential leveling
 AG1603.and adjusted by the National Geodetic Survey in June 1991..
 AG1603
 AG1603.This Tidal Bench Mark is designated as VM 7354
 AG1603.by the Center for Operational Oceanographic Products and Services.
 AG1603
 AG1603.The geoid height was determined by GEOID03.
 AG1603
 AG1603.The dynamic height is computed by dividing the NAVD 88
 AG1603.geopotential number by the normal gravity value computed on the
 AG1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1603.degrees latitude (g = 980.6199 gals.).
 AG1603
 AG1603.The modeled gravity was interpolated from observed gravity values.
 AG1603
 AG1603;                    North         East    Units  Estimated Accuracy
 AG1603;SPC FL W     -   255,150.      193,640.      MT  (+/- 180 meters Scaled)
 AG1603
 AG1603                          SUPERSEDED SURVEY CONTROL
 AG1603
 AG1603  NGVD 29 (09/01/92)    1.289  (m)            4.23   (f) ADJUSTED    1 1
 AG1603
 AG1603.Superseded values are not recommended for survey control.
 AG1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1603.See file dsdata.txt to determine how the superseded data were derived.
 AG1603
 AG1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK941466(NAD 83)
 AG1603_MARKER: DB = BENCH MARK DISK
 AG1603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG1603_SP_SET: COPPER-CLAD STEEL ROD
 AG1603_STAMPING: B 240 1965
 AG1603_MARK LOGO: CGS   
 AG1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1603
 AG1603  HISTORY     - Date     Condition        Report By
 AG1603  HISTORY     - 1965     MONUMENTED       CGS
 AG1603  HISTORY     - 1965     GOOD             NGS
 AG1603  HISTORY     - 1984     GOOD             USPSQD
 AG1603  HISTORY     - 1984     GOOD             FLDNR
 AG1603  HISTORY     - 1989     GOOD             USPSQD
 AG1603
 AG1603                          STATION DESCRIPTION
 AG1603
 AG1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1603'0.6 MI NE FROM MATLACHA.
 AG1603'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM THE POST
 AG1603'OFFICE AT MATLACHA, 0.35 MILE NORTHEAST OF THE WOODEN BRIDGE
 AG1603'OVER MATLACHA PASS, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 AG1603'EXTENDING EAST AND SOUTHWEST, 40.0 FEET NORTHWEST OF THE CENTER
 AG1603'LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF A POWER POLE
 AG1603'SUPPORTING ONE TRANSFORMER, 111.7 FEET NORTHEAST OF THE EAST
 AG1603'CORNER OF A ONE STORY WHITE FRAME BUILDING, 1.4 FEET NORTHEAST
 AG1603'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS
 AG1603'A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 0.2 FOOT
 AG1603'AND PROTECTED BY A 4 INCH IRON PIPE PROJECTING 0.2 FOOT.  THE
 AG1603'ROD REFUSED AT A DEPTH OF 51.0 FEET.
 AG1603
 AG1603                          STATION RECOVERY (1965)
 AG1603
 AG1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AG1603'RECOVERED IN GOOD CONDITION.
 AG1603
 AG1603                          STATION RECOVERY (1984)
 AG1603
 AG1603'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG1603'WITNESS POST REMAINS, SIGN IS GONE.
 AG1603
 AG1603                          STATION RECOVERY (1984)
 AG1603
 AG1603'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1603'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS ALSO 64.1 FEET SOUTH
 AG1603'OF THE SOUTH CORNER OF THE MATLACHA PROFESSIONAL BUILDING.
 AG1603
 AG1603                          STATION RECOVERY (1989)
 AG1603
 AG1603'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1537 ***********************************************************************
 AD1537  DESIGNATION -  B 241
 AD1537  PID         -  AD1537
 AD1537  STATE/COUNTY-  FL/LEE
 AD1537  USGS QUAD   -  FORT MYERS NW (1987)
 AD1537
 AD1537                         *CURRENT SURVEY CONTROL
 AD1537  ___________________________________________________________________
 AD1537* NAD 83(1986)-  26 40 03.     (N)    081 53 47.     (W)     SCALED    
 AD1537* NAVD 88     -         2.443  (meters)       8.02   (feet)  ADJUSTED  
 AD1537  ___________________________________________________________________
 AD1537  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AD1537  DYNAMIC HT  -           2.439 (meters)       8.00  (feet)  COMP
 AD1537  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 AD1537
 AD1537  VERT ORDER  -  FIRST     CLASS I
 AD1537
 AD1537.The horizontal coordinates were scaled from a topographic map and have
 AD1537.an estimated accuracy of +/- 6 seconds.
 AD1537
 AD1537.The orthometric height was determined by differential leveling
 AD1537.and adjusted by the National Geodetic Survey in June 1991..
 AD1537
 AD1537.The geoid height was determined by GEOID03.
 AD1537
 AD1537.The dynamic height is computed by dividing the NAVD 88
 AD1537.geopotential number by the normal gravity value computed on the
 AD1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1537.degrees latitude (g = 980.6199 gals.).
 AD1537
 AD1537.The modeled gravity was interpolated from observed gravity values.
 AD1537
 AD1537;                    North         East    Units  Estimated Accuracy
 AD1537;SPC FL W     -   258,570.      210,310.      MT  (+/- 180 meters Scaled)
 AD1537
 AD1537                          SUPERSEDED SURVEY CONTROL
 AD1537
 AD1537  NGVD 29 (??/??/92)    2.806  (m)            9.21   (f) ADJ UNCH    1 1
 AD1537
 AD1537.Superseded values are not recommended for survey control.
 AD1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1537.See file dsdata.txt to determine how the superseded data were derived.
 AD1537
 AD1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK108499(NAD 83)
 AD1537_MARKER: DD = SURVEY DISK
 AD1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD1537_SP_SET: ABUTMENT
 AD1537_STAMPING: B 241
 AD1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1537
 AD1537  HISTORY     - Date     Condition        Report By
 AD1537  HISTORY     - 1965     MONUMENTED       FLDT
 AD1537  HISTORY     - 1965     GOOD             NGS
 AD1537  HISTORY     - 1974     GOOD             NGS
 AD1537  HISTORY     - 1987     GOOD             USPSQD
 AD1537  HISTORY     - 19971009 MARK NOT FOUND   USPSQD
 AD1537  HISTORY     - 2002     MARK NOT FOUND   NGS
 AD1537  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AD1537
 AD1537                          STATION DESCRIPTION
 AD1537
 AD1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1537'1.2 MI W FROM NORTH FORT MYERS.
 AD1537'ABOUT 0.1 MILE NORTHWEST ALONG BUSINESS U.S. HIGHWAY 41 FROM
 AD1537'THE POST OFFICE AT NORTH FORT MYERS, THENCE ABOUT 1.05 MILE
 AD1537'WEST ALONG PONDELLA ROAD (STATE HIGHWAY S 78 A), SET IN THE
 AD1537'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 AD1537'OVER HANCOCK CREEK, 18.6 FEET NORTH OF THE CENTER LINE OF THE
 AD1537'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 3, R 24 E,
 AD1537'T 44 S, ALSO 0.5 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY
 AD1537'41.
 AD1537
 AD1537                          STATION RECOVERY (1974)
 AD1537
 AD1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1537'RECOVERED IN GOOD CONDITION.
 AD1537
 AD1537                          STATION RECOVERY (1987)
 AD1537
 AD1537'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW)
 AD1537'RECOVERED IN GOOD CONDITION.
 AD1537
 AD1537                          STATION RECOVERY (1997)
 AD1537
 AD1537'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD1537'MARK NOT FOUND.
 AD1537
 AD1537                          STATION RECOVERY (2002)
 AD1537
 AD1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RLT)
 AD1537'MARK SEARCHED FOR AND NOT RECOVERED.  CONSIDERED DESTROYED AS THE OLD
 AD1537'BRIDGE HAS
 AD1537'BEEN DESTROYED AND A NEW FOUR LANE BRIDGE HAS BEEN BUILD.
 AD1537'
 AD1537
 AD1537                          STATION RECOVERY (2003)
 AD1537
 AD1537'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1537'BRIDGE WIDENED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1431 ***********************************************************************
 AD1431  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1431  DESIGNATION -  B 242
 AD1431  PID         -  AD1431
 AD1431  STATE/COUNTY-  FL/LEE
 AD1431  USGS QUAD   -  FORT MYERS (1987)
 AD1431
 AD1431                         *CURRENT SURVEY CONTROL
 AD1431  ___________________________________________________________________
 AD1431* NAD 83(1986)-  26 38 27.     (N)    081 52 20.     (W)     SCALED    
 AD1431* NAVD 88     -         3.034  (meters)       9.95   (feet)  ADJUSTED  
 AD1431  ___________________________________________________________________
 AD1431  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AD1431  DYNAMIC HT  -           3.029 (meters)       9.94  (feet)  COMP
 AD1431  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 AD1431
 AD1431  VERT ORDER  -  FIRST     CLASS II
 AD1431
 AD1431.The horizontal coordinates were scaled from a topographic map and have
 AD1431.an estimated accuracy of +/- 6 seconds.
 AD1431
 AD1431.The orthometric height was determined by differential leveling
 AD1431.and adjusted by the National Geodetic Survey in September 1992..
 AD1431
 AD1431.This Tidal Bench Mark is designated as VM 13773
 AD1431.by the Center for Operational Oceanographic Products and Services.
 AD1431
 AD1431.The geoid height was determined by GEOID03.
 AD1431
 AD1431.The dynamic height is computed by dividing the NAVD 88
 AD1431.geopotential number by the normal gravity value computed on the
 AD1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1431.degrees latitude (g = 980.6199 gals.).
 AD1431
 AD1431.The modeled gravity was interpolated from observed gravity values.
 AD1431
 AD1431;                    North         East    Units  Estimated Accuracy
 AD1431;SPC FL W     -   255,620.      212,720.      MT  (+/- 180 meters Scaled)
 AD1431
 AD1431                          SUPERSEDED SURVEY CONTROL
 AD1431
 AD1431  NAVD 88 (06/15/91)    3.034  (m)            9.95   (f) UNKNOWN     1 2
 AD1431  NGVD 29 (09/01/92)    3.395  (m)           11.14   (f) ADJUSTED    1 2
 AD1431
 AD1431.Superseded values are not recommended for survey control.
 AD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1431.See file dsdata.txt to determine how the superseded data were derived.
 AD1431
 AD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK131469(NAD 83)
 AD1431_MARKER: DB = BENCH MARK DISK
 AD1431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1431_SP_SET: BRIDGE PIER
 AD1431_STAMPING: B 242 1965
 AD1431_MARK LOGO: CGS   
 AD1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD1431+STABILITY: POSITION/ELEVATION WELL
 AD1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1431+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AD1431
 AD1431  HISTORY     - Date     Condition        Report By
 AD1431  HISTORY     - 1965     MONUMENTED       CGS
 AD1431  HISTORY     - 1974     GOOD             NGS
 AD1431  HISTORY     - 1984     GOOD             FLDNR
 AD1431  HISTORY     - 1987     GOOD             USPSQD
 AD1431  HISTORY     - 1989     GOOD             USPSQD
 AD1431  HISTORY     - 1990     GOOD             USPSQD
 AD1431  HISTORY     - 19920402 GOOD             NGS
 AD1431  HISTORY     - 19980112 GOOD             USPSQD
 AD1431  HISTORY     - 20010426 GOOD             NOS
 AD1431  HISTORY     - 20050207 GOOD             USPSQD
 AD1431
 AD1431                          STATION DESCRIPTION
 AD1431
 AD1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1431'AT FORT MYERS.
 AD1431'AT FORT MYERS, 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 867
 AD1431'FROM THE COURTHOUSE, SET VERTICALLY IN THE WEST FACE OF THE
 AD1431'WEST ONE OF THE SECOND ROW OF PIERS SOUTH FROM THE NORTH END
 AD1431'OF THE OVER PASS OF U.S. HIGHWAY 41 OVER STATE HIGHWAY 867,
 AD1431'11.5 FEET NORTHWEST OF THE NORTHWEST CURB OF STATE HIGHWAY 867
 AD1431'AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE GROUND.  IN SECTION
 AD1431'13, R 24 E, T 44 S.  STATE HIGHWAY 867 IS ALSO MC GREGOR BOULEVARD.
 AD1431
 AD1431                          STATION RECOVERY (1974)
 AD1431
 AD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1431'RECOVERED IN GOOD CONDITION.
 AD1431
 AD1431                          STATION RECOVERY (1984)
 AD1431
 AD1431'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1431'RECOVERED IN GOOD CONDITION.
 AD1431
 AD1431                          STATION RECOVERY (1987)
 AD1431
 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW)
 AD1431'RECOVERED IN GOOD CONDITION.
 AD1431
 AD1431                          STATION RECOVERY (1989)
 AD1431
 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWM)
 AD1431'RECOVERED IN GOOD CONDITION.
 AD1431
 AD1431                          STATION RECOVERY (1990)
 AD1431
 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1990 (TN)
 AD1431'RECOVERED IN GOOD CONDITION.
 AD1431
 AD1431                          STATION RECOVERY (1992)
 AD1431
 AD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1431'IN FORT MYERS, AT THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND
 AD1431'AVENUE) AND STATE HIGHWAY 867 (MAIN STREET), SET VERTICALLY IN THE
 AD1431'WEST FACE OF THE MOST WESTERLY OF 2 COLUMNS OF THE SECOND PIER SOUTH
 AD1431'OF THE NORTH ABUTMENT OF THE U.S. HIGHWAY OVERPASS OF THE STATE
 AD1431'HIGHWAY, 7.4 M (24.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 AD1431'SOUTHBOUND LANES OF THE STATE HIGHWAY, 3.6 M (11.8 FT) WEST OF THE
 AD1431'CENTER OF THE OVERPASS, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STATE
 AD1431'HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.
 AD1431
 AD1431                          STATION RECOVERY (1998)
 AD1431
 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1431'RECOVERED IN GOOD CONDITION.
 AD1431
 AD1431                          STATION RECOVERY (2001)
 AD1431
 AD1431'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AD1431'RECOVERED AS DESCRIBED.
 AD1431
 AD1431                          STATION RECOVERY (2005)
 AD1431
 AD1431'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS)
 AD1431'THE BENCHMARK IS SET VERTICALLY INTO THE WEST FACE OF THE FIRST WEST
 AD1431'PIER NORTH OF MAIN ST. OF THE U.S.41 BRIDGE. IT IS ABOUT 2.5FT ABOVE
 AD1431'THE LEVEL OF THE ROAD. IT SHOULD BE NOTED THAT MCGREGOR BLVD. CHANGES
 AD1431'ITS NAME TO MAIN STREET AT THIS INTERSECTION. THE SATELLITE VIEW IS
 AD1431'BLOCKED BY THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2204 ***********************************************************************
 AC2204  DESIGNATION -  B 243
 AC2204  PID         -  AC2204
 AC2204  STATE/COUNTY-  FL/MIAMI-DADE
 AC2204  USGS QUAD   -  MIAMI (1994)
 AC2204
 AC2204                         *CURRENT SURVEY CONTROL
 AC2204  ___________________________________________________________________
 AC2204* NAD 83(1986)-  25 47 43.     (N)    080 11 40.     (W)     SCALED    
 AC2204* NAVD 88     -         3.792  (meters)      12.44   (feet)  ADJUSTED  
 AC2204  ___________________________________________________________________
 AC2204  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AC2204  DYNAMIC HT  -           3.786 (meters)      12.42  (feet)  COMP
 AC2204  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AC2204
 AC2204  VERT ORDER  -  FIRST     CLASS I
 AC2204
 AC2204.The horizontal coordinates were scaled from a topographic map and have
 AC2204.an estimated accuracy of +/- 6 seconds.
 AC2204
 AC2204.The orthometric height was determined by differential leveling
 AC2204.and adjusted by the National Geodetic Survey in March 1997..
 AC2204
 AC2204.The geoid height was determined by GEOID03.
 AC2204
 AC2204.The dynamic height is computed by dividing the NAVD 88
 AC2204.geopotential number by the normal gravity value computed on the
 AC2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2204.degrees latitude (g = 980.6199 gals.).
 AC2204
 AC2204.The modeled gravity was interpolated from observed gravity values.
 AC2204
 AC2204;                    North         East    Units  Estimated Accuracy
 AC2204;SPC FL E     -   162,180.      280,790.      MT  (+/- 180 meters Scaled)
 AC2204
 AC2204                          SUPERSEDED SURVEY CONTROL
 AC2204
 AC2204  NAVD 88 (06/15/91)    3.789  (m)           12.43   (f) UNKNOWN     1 1
 AC2204  NGVD 29 (09/01/92)    4.260  (m)           13.98   (f) ADJUSTED    1 1
 AC2204
 AC2204.Superseded values are not recommended for survey control.
 AC2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2204.See file dsdata.txt to determine how the superseded data were derived.
 AC2204
 AC2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ807532(NAD 83)
 AC2204_MARKER: DB = BENCH MARK DISK
 AC2204_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC2204_SP_SET: FOOTING
 AC2204_STAMPING: B 243 1965
 AC2204_MARK LOGO: CGS   
 AC2204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2204+STABILITY: SURFACE MOTION
 AC2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2204+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1993
 AC2204
 AC2204  HISTORY     - Date     Condition        Report By
 AC2204  HISTORY     - 1965     MONUMENTED       CGS
 AC2204  HISTORY     - 1973     GOOD             NGS
 AC2204  HISTORY     - 19870921 MARK NOT FOUND   USPSQD
 AC2204  HISTORY     - 19901210 GOOD             NGS
 AC2204  HISTORY     - 19930521 GOOD             NGS
 AC2204  HISTORY     - 19930803 MARK NOT FOUND   NGS
 AC2204
 AC2204                          STATION DESCRIPTION
 AC2204
 AC2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2204'AT MIAMI.
 AC2204'AT MIAMI, 1.3 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AC2204'FROM THE COURTHOUSE AT MIAMI, ABOUT 188 YARDS NORTHEAST OF THE
 AC2204'CENTER OF THE CROSSING OF NORTH MIAMI AVENUE, 132 FEET SOUTH OF
 AC2204'THE CENTER OF THE CROSSING OF EAST MAIN TRACK AND NE 20TH STREET,
 AC2204'SET ON TOP AND DIRECTLY IN THE CENTER OF A 4-FOOT SQUARE CONCRETE
 AC2204'BLOCK WHICH IS FLUSH WITH THE GROUND, 42 FEET NORTHWEST OF THE
 AC2204'NORTH CORNER OF A LARGE 3-STORIED WAREHOUSE, 11 FEET SOUTHEAST
 AC2204'OF THE SOUTHEAST RAIL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 AC2204
 AC2204                          STATION RECOVERY (1973)
 AC2204
 AC2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2204'RECOVERED IN GOOD CONDITION.
 AC2204
 AC2204                          STATION RECOVERY (1987)
 AC2204
 AC2204'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR)
 AC2204'MARK NOT FOUND.
 AC2204
 AC2204                          STATION RECOVERY (1990)
 AC2204
 AC2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2204'IN MIAMI, AT THE INTERSECTION OF NORTH MIAMI AVENUE AND NORTHEAST
 AC2204'20TH STREET, NEAR THE CENTER OF THE CONCRETE FOOTING OF A RAILROAD
 AC2204'SIGNAL (SIGNAL REMOVED), 37.6 M (123.4 FT) SOUTH OF THE STREET
 AC2204'CENTERLINE, 31.2 M (102.4 FT) EAST OF THE AVENUE CENTERLINE, 13.0 M
 AC2204'(42.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A THREE STORY
 AC2204'BUILDING, 3.6 M (11.8 FT) EAST OF THE NEAR RAIL OF THE FLORIDA EAST
 AC2204'COAST RAILROAD, 1.9 M (6.2 FT) NORTHEAST OF A WITNESS POST, AND THE
 AC2204'DISK IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--THE FOOTING
 AC2204'IS IN THE EAST TRACK OF A TRACK ROAD THAT PARALLELS THE RAILROAD.
 AC2204
 AC2204                          STATION RECOVERY (1993)
 AC2204
 AC2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2204'IN MIAMI, AT THE INTERSECTION OF NORTH MIAMI AVENUE AND NORTHEAST
 AC2204'20TH STREET, NEAR THE CENTER OF THE CONCRETE FOOTING FOR A FORMER
 AC2204'RAILROAD SIGNAL, 37.6 M (123.4 FT) SOUTH OF THE STREET CENTERLINE,
 AC2204'13.0 M (42.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A THREE STORY
 AC2204'BUILDING, 3.6 M (11.8 FT) EAST OF THE NEAR RAIL OF THE FLORIDA EAST
 AC2204'COAST RAILROAD, 1.9 M (6.2 FT) NORTHEAST OF A WITNESS POST, AND THE
 AC2204'FOOTING IS FLUSH WITH THE GROUND SURFACE.
 AC2204
 AC2204                          STATION RECOVERY (1993)
 AC2204
 AC2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AC2204'SEARCHED AND THE MARK NOT FOUND, THE WITNESS POST WAS STILL THERE, BUT
 AC2204'THE 4.0 FT (1.2 M) X 4.0 FT (1.2 M) CONCRETE BLOCK WAS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1272 ***********************************************************************
 AD1272  DESIGNATION -  B 244
 AD1272  PID         -  AD1272
 AD1272  STATE/COUNTY-  FL/COLLIER
 AD1272  USGS QUAD   -  NAPLES NORTH (1987)
 AD1272
 AD1272                         *CURRENT SURVEY CONTROL
 AD1272  ___________________________________________________________________
 AD1272* NAD 83(1986)-  26 14 03.     (N)    081 48 02.     (W)     SCALED    
 AD1272* NAVD 88     -         4.581  (meters)      15.03   (feet)  ADJUSTED  
 AD1272  ___________________________________________________________________
 AD1272  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AD1272  DYNAMIC HT  -           4.574 (meters)      15.01  (feet)  COMP
 AD1272  MODELED GRAV-     979,049.2   (mgal)                       NAVD 88
 AD1272  OBS GRAVITY -     979,050.3   (mgal)                       GRAV_OBS
 AD1272
 AD1272  VERT ORDER  -  FIRST     CLASS I
 AD1272
 AD1272.The horizontal coordinates were scaled from a topographic map and have
 AD1272.an estimated accuracy of +/- 6 seconds.
 AD1272
 AD1272.The orthometric height was determined by differential leveling
 AD1272.and adjusted by the National Geodetic Survey in September 1992..
 AD1272
 AD1272.The geoid height was determined by GEOID03.
 AD1272
 AD1272.The dynamic height is computed by dividing the NAVD 88
 AD1272.geopotential number by the normal gravity value computed on the
 AD1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1272.degrees latitude (g = 980.6199 gals.).
 AD1272
 AD1272.The modeled gravity was interpolated from observed gravity values.
 AD1272.The observed gravity was obtained from relative gravimeter ties
 AD1272.to the IGSN71 gravity network.
 AD1272
 AD1272;                    North         East    Units  Estimated Accuracy
 AD1272;SPC FL E     -   210,800.      120,010.      MT  (+/- 180 meters Scaled)
 AD1272
 AD1272                          SUPERSEDED SURVEY CONTROL
 AD1272
 AD1272  NAVD 88 (06/15/91)    4.588  (m)           15.05   (f) UNKNOWN     1 1
 AD1272  NGVD 29 (09/01/92)    4.966  (m)           16.29   (f) ADJUSTED    1 1
 AD1272
 AD1272.Superseded values are not recommended for survey control.
 AD1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1272.See file dsdata.txt to determine how the superseded data were derived.
 AD1272
 AD1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK200018(NAD 83)
 AD1272_MARKER: DB = BENCH MARK DISK
 AD1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1272_SP_SET: CONCRETE POST
 AD1272_STAMPING: B 244 1965
 AD1272_MARK LOGO: CGS   
 AD1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1272+STABILITY: SURFACE MOTION
 AD1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1272+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 AD1272
 AD1272  HISTORY     - Date     Condition        Report By
 AD1272  HISTORY     - 1965     MONUMENTED       CGS
 AD1272  HISTORY     - 1978     GOOD             USPSQD
 AD1272  HISTORY     - 1984     GOOD             USPSQD
 AD1272  HISTORY     - 1987     GOOD             USPSQD
 AD1272  HISTORY     - 1988     GOOD             USPSQD
 AD1272  HISTORY     - 1989     GOOD             USPSQD
 AD1272  HISTORY     - 1990     GOOD             USPSQD
 AD1272  HISTORY     - 19920408 GOOD             NGS
 AD1272  HISTORY     - 20010126 GOOD             USPSQD
 AD1272  HISTORY     - 20050503 GOOD             USPSQD
 AD1272
 AD1272                          STATION DESCRIPTION
 AD1272
 AD1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1272'6.1 MI N FROM NAPLES.
 AD1272'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1272'AT NAPLES, AT THE JUNCTION OF MYRTLE ROAD LEADING EAST, 101.5
 AD1272'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET NORTH OF
 AD1272'THE CENTER LINE OF A SAND ROAD WHICH WOULD ALSO BE THE EXTENDED
 AD1272'CENTER LINE OF MYRTLE ROAD, 1 1/2 FEET NORTH OF A CONCRETE
 AD1272'RIGHT-OF-WAY MARKER, IN SECTION 4, R 25 E, T 49 S, 1.4 FEET
 AD1272'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 AD1272'IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AD1272
 AD1272                          STATION RECOVERY (1978)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 1978 (DHP)
 AD1272'RECOVERED IN GOOD CONDITION.
 AD1272
 AD1272                          STATION RECOVERY (1984)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1272'WITNESS POST INTACT.
 AD1272
 AD1272                          STATION RECOVERY (1987)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1272'RECOVERED IN GOOD CONDITION.
 AD1272
 AD1272                          STATION RECOVERY (1988)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1272'RECOVERED IN GOOD CONDITION.
 AD1272
 AD1272                          STATION RECOVERY (1989)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1272'RECOVERED IN GOOD CONDITION.
 AD1272
 AD1272                          STATION RECOVERY (1990)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1272'RECOVERED IN GOOD CONDITION.
 AD1272
 AD1272                          STATION RECOVERY (1992)
 AD1272
 AD1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1272'6.9 KM (4.30 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AD1272'OF COUNTY HIGHWAY 886 IN NAPLES, 11.5 M (37.7 FT) WEST AND LEVEL WITH
 AD1272'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.7 M (22.0
 AD1272'FT) NORTH OF THE EXTENDED CENTERLINE OF MYRTLE ROAD, 0.4 M (1.3 FT)
 AD1272'NORTH OF A RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) EAST OF A WITNESS
 AD1272'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD1272
 AD1272                          STATION RECOVERY (2001)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD1272'RECOVERED IN GOOD CONDITION.
 AD1272
 AD1272                          STATION RECOVERY (2005)
 AD1272
 AD1272'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1379 ***********************************************************************
 AD1379  DESIGNATION -  B 245
 AD1379  PID         -  AD1379
 AD1379  STATE/COUNTY-  FL/LEE
 AD1379  USGS QUAD   -  FORT MYERS BEACH (1987)
 AD1379
 AD1379                         *CURRENT SURVEY CONTROL
 AD1379  ___________________________________________________________________
 AD1379* NAD 83(1986)-  26 29 39.     (N)    081 56 33.     (W)     SCALED    
 AD1379* NAVD 88     -         1.460  (meters)       4.79   (feet)  ADJUSTED  
 AD1379  ___________________________________________________________________
 AD1379  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AD1379  DYNAMIC HT  -           1.458 (meters)       4.78  (feet)  COMP
 AD1379  MODELED GRAV-     979,068.0   (mgal)                       NAVD 88
 AD1379
 AD1379  VERT ORDER  -  FIRST     CLASS I
 AD1379
 AD1379.The horizontal coordinates were scaled from a topographic map and have
 AD1379.an estimated accuracy of +/- 6 seconds.
 AD1379
 AD1379.The orthometric height was determined by differential leveling
 AD1379.and adjusted by the National Geodetic Survey in June 1991..
 AD1379
 AD1379.The geoid height was determined by GEOID03.
 AD1379
 AD1379.The dynamic height is computed by dividing the NAVD 88
 AD1379.geopotential number by the normal gravity value computed on the
 AD1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1379.degrees latitude (g = 980.6199 gals.).
 AD1379
 AD1379.The modeled gravity was interpolated from observed gravity values.
 AD1379
 AD1379;                    North         East    Units  Estimated Accuracy
 AD1379;SPC FL W     -   239,360.      205,730.      MT  (+/- 180 meters Scaled)
 AD1379
 AD1379                          SUPERSEDED SURVEY CONTROL
 AD1379
 AD1379  NGVD 29 (??/??/92)    1.819  (m)            5.97   (f) ADJ UNCH    1 1
 AD1379
 AD1379.Superseded values are not recommended for survey control.
 AD1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1379.See file dsdata.txt to determine how the superseded data were derived.
 AD1379
 AD1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK060307(NAD 83)
 AD1379_MARKER: DB = BENCH MARK DISK
 AD1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1379_STAMPING: B 245 1965
 AD1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1379+STABILITY: SURFACE MOTION
 AD1379
 AD1379  HISTORY     - Date     Condition        Report By
 AD1379  HISTORY     - 1965     MONUMENTED       CGS
 AD1379  HISTORY     - 1974     GOOD             NGS
 AD1379  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD1379  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD1379  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AD1379  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD1379
 AD1379                          STATION DESCRIPTION
 AD1379
 AD1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1379'2.8 MI N FROM FORT MYERS BEACH.
 AD1379'ABOUT 2.75 MILES NORTH ALONG STATE HIGHWAY S 865 FROM THE NORTH
 AD1379'END OF THE CONCRETE HIGHWAY BRIDGE OVER MATANZAS PASS AT FORT
 AD1379'MYERS BEACH, IN SECTION 6, R 24 E, T 46 S, ABOUT 1.65 MILES
 AD1379'SOUTH OF THE JUNCTION OF STATE HIGHWAY 867, 116 FEET SOUTHEAST
 AD1379'OF THE SOUTHEAST CORNER OF THE CALVARY BAPTIST CHURCH, 49 FEET
 AD1379'SOUTH OF THE CENTER LINE OF THE DRIVE LEADING TO CHURCH, 46 FEET
 AD1379'WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A POWER
 AD1379'POLE, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK IN THE TOP OF A
 AD1379'CONCRETE POST PROJECTING 0.1 FOOT.
 AD1379
 AD1379                          STATION RECOVERY (1974)
 AD1379
 AD1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1379'RECOVERED IN GOOD CONDITION.
 AD1379
 AD1379                          STATION RECOVERY (1984)
 AD1379
 AD1379'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1379'MARK NOT FOUND.
 AD1379
 AD1379                          STATION RECOVERY (1988)
 AD1379
 AD1379'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEA)
 AD1379'MARK NOT FOUND.
 AD1379
 AD1379                          STATION RECOVERY (1998)
 AD1379
 AD1379'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1379'MARK NOT FOUND.
 AD1379
 AD1379                          STATION RECOVERY (2004)
 AD1379
 AD1379'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1299 ***********************************************************************
 AD1299  DESIGNATION -  B 247
 AD1299  PID         -  AD1299
 AD1299  STATE/COUNTY-  FL/LEE
 AD1299  USGS QUAD   -  BONITA SPRINGS (1987)
 AD1299
 AD1299                         *CURRENT SURVEY CONTROL
 AD1299  ___________________________________________________________________
 AD1299* NAD 83(1986)-  26 19 48.     (N)    081 49 52.     (W)     SCALED    
 AD1299* NAVD 88     -         1.185  (meters)       3.89   (feet)  ADJUSTED  
 AD1299  ___________________________________________________________________
 AD1299  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AD1299  DYNAMIC HT  -           1.183 (meters)       3.88  (feet)  COMP
 AD1299  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 AD1299
 AD1299  VERT ORDER  -  FIRST     CLASS I
 AD1299
 AD1299.The horizontal coordinates were scaled from a topographic map and have
 AD1299.an estimated accuracy of +/- 6 seconds.
 AD1299
 AD1299.The orthometric height was determined by differential leveling
 AD1299.and adjusted by the National Geodetic Survey in June 1991..
 AD1299
 AD1299.The geoid height was determined by GEOID03.
 AD1299
 AD1299.The dynamic height is computed by dividing the NAVD 88
 AD1299.geopotential number by the normal gravity value computed on the
 AD1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1299.degrees latitude (g = 980.6199 gals.).
 AD1299
 AD1299.The modeled gravity was interpolated from observed gravity values.
 AD1299
 AD1299;                    North         East    Units  Estimated Accuracy
 AD1299;SPC FL W     -   221,190.      216,860.      MT  (+/- 180 meters Scaled)
 AD1299
 AD1299                          SUPERSEDED SURVEY CONTROL
 AD1299
 AD1299  NGVD 29 (09/01/92)    1.551  (m)            5.09   (f) ADJUSTED    1 1
 AD1299
 AD1299.Superseded values are not recommended for survey control.
 AD1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1299.See file dsdata.txt to determine how the superseded data were derived.
 AD1299
 AD1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK170124(NAD 83)
 AD1299_MARKER: DD = SURVEY DISK
 AD1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1299_SP_SET: CULVERT HEADWALL
 AD1299_STAMPING: B 247
 AD1299_MARK LOGO: FLHD  
 AD1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1299+STABILITY: SURFACE MOTION
 AD1299
 AD1299  HISTORY     - Date     Condition        Report By
 AD1299  HISTORY     - UNK      MONUMENTED       FLHD
 AD1299  HISTORY     - 1965     GOOD             NGS
 AD1299  HISTORY     - 1974     GOOD             NGS
 AD1299  HISTORY     - 1984     GOOD             USPSQD
 AD1299  HISTORY     - 1984     GOOD             FLDNR
 AD1299  HISTORY     - 1988     GOOD             USPSQD
 AD1299  HISTORY     - 1990     GOOD             USPSQD
 AD1299  HISTORY     - 19980105 MARK NOT FOUND   USPSQD
 AD1299  HISTORY     - 19980324 MARK NOT FOUND   USPSQD
 AD1299
 AD1299                          STATION DESCRIPTION
 AD1299
 AD1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD1299'4 MI W FROM BONITA SPRINGS.
 AD1299'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1299'AT BONITA SPRINGS, THENCE ABOUT 3.25 MILE WEST ALONG STATE
 AD1299'HIGHWAY S 865, IN SECTION 5, R 25 E, T 48 S, SET IN THE TOP OF
 AD1299'AND AT CENTER OF THE SOUTH CONCRETE HEAD WALL OF A 20 FOOT
 AD1299'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 18 1/2 FEET SOUTH OF
 AD1299'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 AD1299
 AD1299                          STATION RECOVERY (1974)
 AD1299
 AD1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1299'RECOVERED IN GOOD CONDITION.
 AD1299
 AD1299                          STATION RECOVERY (1984)
 AD1299
 AD1299'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1299'RECOVERED IN GOOD CONDITION.
 AD1299
 AD1299                          STATION RECOVERY (1984)
 AD1299
 AD1299'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1299'RECOVERED IN GOOD CONDITION.
 AD1299
 AD1299                          STATION RECOVERY (1988)
 AD1299
 AD1299'RECOVERY NOTE BY US POWER SQUADRON 1988 (SZ)
 AD1299'RECOVERED IN GOOD CONDITION.
 AD1299
 AD1299                          STATION RECOVERY (1990)
 AD1299
 AD1299'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1299'RECOVERED IN GOOD CONDITION.
 AD1299
 AD1299                          STATION RECOVERY (1998)
 AD1299
 AD1299'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1299'MARK NOT FOUND.
 AD1299
 AD1299                          STATION RECOVERY (1998)
 AD1299
 AD1299'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1336 ***********************************************************************
 AD1336  DESIGNATION -  B 248
 AD1336  PID         -  AD1336
 AD1336  STATE/COUNTY-  FL/LEE
 AD1336  USGS QUAD   -  ESTERO (1987)
 AD1336
 AD1336                         *CURRENT SURVEY CONTROL
 AD1336  ___________________________________________________________________
 AD1336* NAD 83(1986)-  26 24 00.     (N)    081 52 12.     (W)     SCALED    
 AD1336* NAVD 88     -         4.669  (meters)      15.32   (feet)  ADJUSTED  
 AD1336  ___________________________________________________________________
 AD1336  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AD1336  DYNAMIC HT  -           4.662 (meters)      15.30  (feet)  COMP
 AD1336  MODELED GRAV-     979,056.6   (mgal)                       NAVD 88
 AD1336
 AD1336  VERT ORDER  -  FIRST     CLASS I
 AD1336
 AD1336.The horizontal coordinates were scaled from a topographic map and have
 AD1336.an estimated accuracy of +/- 6 seconds.
 AD1336
 AD1336.The orthometric height was determined by differential leveling
 AD1336.and adjusted by the National Geodetic Survey in June 1991..
 AD1336
 AD1336.The geoid height was determined by GEOID03.
 AD1336
 AD1336.The dynamic height is computed by dividing the NAVD 88
 AD1336.geopotential number by the normal gravity value computed on the
 AD1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1336.degrees latitude (g = 980.6199 gals.).
 AD1336
 AD1336.The modeled gravity was interpolated from observed gravity values.
 AD1336
 AD1336;                    North         East    Units  Estimated Accuracy
 AD1336;SPC FL W     -   228,940.      212,970.      MT  (+/- 180 meters Scaled)
 AD1336
 AD1336                          SUPERSEDED SURVEY CONTROL
 AD1336
 AD1336  NGVD 29 (??/??/92)    5.034  (m)           16.52   (f) ADJ UNCH    1 1
 AD1336
 AD1336.Superseded values are not recommended for survey control.
 AD1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1336.See file dsdata.txt to determine how the superseded data were derived.
 AD1336
 AD1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK132202(NAD 83)
 AD1336_MARKER: DB = BENCH MARK DISK
 AD1336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD1336_SP_SET: BRIDGE
 AD1336_STAMPING: B 248 1965
 AD1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1336+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AD1336
 AD1336  HISTORY     - Date     Condition        Report By
 AD1336  HISTORY     - 1965     MONUMENTED       CGS
 AD1336  HISTORY     - 1974     GOOD             NGS
 AD1336  HISTORY     - 1984     GOOD             USPSQD
 AD1336  HISTORY     - 1988     GOOD             USPSQD
 AD1336  HISTORY     - 1990     GOOD             USPSQD
 AD1336  HISTORY     - 19910430 GOOD             USPSQD
 AD1336  HISTORY     - 19980502 GOOD             USPSQD
 AD1336  HISTORY     - 20050318 GOOD             USPSQD
 AD1336
 AD1336                          STATION DESCRIPTION
 AD1336
 AD1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1336'6.8 MI SE FROM FORT MYERS BEACH.
 AD1336'ABOUT 0.05 MILE SOUTH ALONG FIRST STREET FROM THE POST OFFICE
 AD1336'AT FORT MYERS BEACH, THENCE ABOUT 6.7 MILES SOUTHEAST ALONG STATE
 AD1336'HIGHWAY S 865, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AD1336'NORTHWEST CONCRETE GUARD RAIL BASE FOR A 240 FOOT CONCRETE
 AD1336'BRIDGE OVER LITTLE SAN CARLOS PASS, 13 1/2 FEET NORTHEAST OF
 AD1336'THE CENTER LINE OF THE BRIDGE, ABOUT DIRECTLY OVER THE SOUTHEAST
 AD1336'ABUTMENT OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AD1336'ROAD.
 AD1336
 AD1336                          STATION RECOVERY (1974)
 AD1336
 AD1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1336'RECOVERED IN GOOD CONDITION.
 AD1336
 AD1336                          STATION RECOVERY (1984)
 AD1336
 AD1336'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1336'RECOVERED IN GOOD CONDITION.
 AD1336
 AD1336                          STATION RECOVERY (1988)
 AD1336
 AD1336'RECOVERY NOTE BY US POWER SQUADRON 1988 (SZ)
 AD1336'RECOVERED IN GOOD CONDITION.
 AD1336
 AD1336                          STATION RECOVERY (1990)
 AD1336
 AD1336'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1336'RECOVERED IN GOOD CONDITION.
 AD1336
 AD1336                          STATION RECOVERY (1991)
 AD1336
 AD1336'RECOVERY NOTE BY US POWER SQUADRON 1991 (VSR)
 AD1336'RECOVERED IN GOOD CONDITION.
 AD1336
 AD1336                          STATION RECOVERY (1998)
 AD1336
 AD1336'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1336'RECOVERED IN GOOD CONDITION.
 AD1336
 AD1336                          STATION RECOVERY (2005)
 AD1336
 AD1336'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0603 ***********************************************************************
 AC0603  DESIGNATION -  B 249
 AC0603  PID         -  AC0603
 AC0603  STATE/COUNTY-  FL/COLLIER
 AC0603  USGS QUAD   -  OCHOPEE (1990)
 AC0603
 AC0603                         *CURRENT SURVEY CONTROL
 AC0603  ___________________________________________________________________
 AC0603* NAD 83(1999)-  25 54 05.25081(N)    081 18 25.91828(W)     ADJUSTED  
 AC0603* NAVD 88     -         1.292  (meters)       4.24   (feet)  ADJUSTED  
 AC0603  ___________________________________________________________________
 AC0603  X           -     867,687.291 (meters)                     COMP
 AC0603  Y           -  -5,675,131.067 (meters)                     COMP
 AC0603  Z           -   2,769,235.713 (meters)                     COMP
 AC0603  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AC0603  ELLIP HEIGHT-         -22.59  (meters)          (12/12/02) GPS OBS
 AC0603  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AC0603  DYNAMIC HT  -           1.289 (meters)       4.23  (feet)  COMP
 AC0603  MODELED GRAV-     979,016.8   (mgal)                       NAVD 88
 AC0603
 AC0603  HORZ ORDER  -  FIRST
 AC0603  VERT ORDER  -  FIRST     CLASS I
 AC0603  ELLP ORDER  -  FOURTH    CLASS I
 AC0603
 AC0603.The horizontal coordinates were established by GPS observations
 AC0603.and adjusted by the National Geodetic Survey in December 2002..
 AC0603
 AC0603.The orthometric height was determined by differential leveling
 AC0603.and adjusted by the National Geodetic Survey in September 1992..
 AC0603
 AC0603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0603
 AC0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0603
 AC0603.The ellipsoidal height was determined by GPS observations
 AC0603.and is referenced to NAD 83.
 AC0603
 AC0603.The geoid height was determined by GEOID03.
 AC0603
 AC0603.The dynamic height is computed by dividing the NAVD 88
 AC0603.geopotential number by the normal gravity value computed on the
 AC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0603.degrees latitude (g = 980.6199 gals.).
 AC0603
 AC0603.The modeled gravity was interpolated from observed gravity values.
 AC0603
 AC0603;                    North         East     Units Scale Factor Converg.
 AC0603;SPC FL E     -   173,734.400   169,219.990   MT  0.99995287   -0 08 03.1
 AC0603;SPC FL E     -   569,993.61    555,182.58   sFT  0.99995287   -0 08 03.1
 AC0603;UTM  17      - 2,864,807.104   469,230.492   MT  0.99961169   -0 08 03.1
 AC0603
 AC0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0603!SPC FL E     -   1.00000355  x   0.99995287  =   0.99995642
 AC0603!UTM  17      -   1.00000355  x   0.99961169  =   0.99961524
 AC0603
 AC0603                          SUPERSEDED SURVEY CONTROL
 AC0603
 AC0603  NAVD 88 (06/15/91)    1.292  (m)            4.24   (f) UNKNOWN     1 1
 AC0603  NGVD 29 (09/01/92)    1.714  (m)            5.62   (f) ADJUSTED    1 1
 AC0603
 AC0603.Superseded values are not recommended for survey control.
 AC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0603.See file dsdata.txt to determine how the superseded data were derived.
 AC0603
 AC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6923064807(NAD 83)
 AC0603_MARKER: DD = SURVEY DISK
 AC0603_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0603_SP_SET: BRIDGE ABUTMENT
 AC0603_STAMPING: B 249
 AC0603_MARK LOGO: FLDT  
 AC0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0603+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AC0603
 AC0603  HISTORY     - Date     Condition        Report By
 AC0603  HISTORY     - UNK      MONUMENTED       FLDT
 AC0603  HISTORY     - 1965     GOOD             NGS
 AC0603  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AC0603  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC0603  HISTORY     - 19920226 GOOD             NGS
 AC0603  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0603  HISTORY     - 20010815 GOOD             LDBLS
 AC0603  HISTORY     - 2002     GOOD             MAPTEC
 AC0603
 AC0603                          STATION DESCRIPTION
 AC0603
 AC0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0603'0.6 MI W FROM OCHOPEE.
 AC0603'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AC0603'AT OCHOPEE, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 AC0603'ABUTMENT OF HIGHWAY BRIDGE NO. 79, 20.0 FEET SOUTH OF THE CENTER
 AC0603'LINE OF THE HIGHWAY, 2.6 FEET SOUTH OF THE WEST END OF THE
 AC0603'SOUTH CURB, 1.9 FEET BELOW THE LEVEL OF THE CURB AND ABOUT 1
 AC0603'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AC0603
 AC0603                          STATION RECOVERY (1983)
 AC0603
 AC0603'RECOVERY NOTE BY US POWER SQUADRON 1983
 AC0603'MARK NOT FOUND.
 AC0603
 AC0603                          STATION RECOVERY (1990)
 AC0603
 AC0603'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0603'MARK NOT FOUND.
 AC0603
 AC0603                          STATION RECOVERY (1992)
 AC0603
 AC0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0603'56.6 KM (35.15 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0603'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF
 AC0603'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE NUMBER 030079,
 AC0603'5.2 M (17.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M
 AC0603'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC0603
 AC0603                          STATION RECOVERY (1999)
 AC0603
 AC0603'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0603'MARK NOT FOUND.
 AC0603
 AC0603                          STATION RECOVERY (2001)
 AC0603
 AC0603'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0603'THE MARK IS ABOUT 56.2 KM (34.93 MI) SOUTHEAST OF NAPLES, ABOUT ABOUT
 AC0603'1.0 KM
 AC0603'(0.61 MI) NORTHWEST OF THE POST OFFICE IN OCHOPEE, IN SECTION 34,
 AC0603'TOWNSHIP 52
 AC0603'SOUTH, RANGE 30 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AC0603'DEPARTMENT
 AC0603'OF TRANSPORTATION.
 AC0603' 
 AC0603'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0603'TRAIL) AND
 AC0603'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 5.9 KM
 AC0603'(3.69 MI)
 AC0603'TO WEST END OF HIGHWAY BRIDGE NUMBER 030079 AND THE MARK ON THE RIGHT.
 AC0603'THE MARK IS 5.82 M (19.1 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 AC0603'41, 0.76 M
 AC0603'(2.5 FT) SOUTH OF THE SOUTH EDGE OF THE BRIDGE, 0.15 M (0.5 FT) EAST
 AC0603'OF THE
 AC0603'WEST EDGE OF THE ABUTMENT, 0.15 M (0.5 FT) WEST OF THE EAST EDGE OF
 AC0603'THE
 AC0603'ABUTMENT, AND 0.12 M (0.4 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 AC0603'THE MARK
 AC0603'IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE ABUTMENT, ABOUT 0.37 M
 AC0603'(1.2 FT)
 AC0603'BELOW THE LEVEL OF THE HIGHWAY.
 AC0603' 
 AC0603' 
 AC0603'
 AC0603
 AC0603                          STATION RECOVERY (2002)
 AC0603
 AC0603'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0603'THE MARK IS ABOUT 56.2 KM (34.93 MI) SOUTHEAST OF NAPLES, ABOUT ABOUT
 AC0603'1.0 KM
 AC0603'(0.61 MI) NORTHWEST OF THE POST OFFICE IN OCHOPEE, IN SECTION 34,
 AC0603'TOWNSHIP 52
 AC0603'SOUTH, RANGE 30 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AC0603'DEPARTMENT
 AC0603'OF TRANSPORTATION.
 AC0603' 
 AC0603'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0603'TRAIL) AND
 AC0603'STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY 41 5.9 KM
 AC0603'(3.69 MI)
 AC0603'TO WEST END OF HIGHWAY BRIDGE NUMBER 030079 AND THE MARK ON THE RIGHT.
 AC0603'THE MARK IS 5.82 M (19.1 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 AC0603'41, 0.76 M
 AC0603'(2.5 FT) SOUTH OF THE SOUTH EDGE OF THE BRIDGE, 0.15 M (0.5 FT) EAST
 AC0603'OF THE
 AC0603'WEST EDGE OF THE ABUTMENT, 0.15 M (0.5 FT) WEST OF THE EAST EDGE OF
 AC0603'THE
 AC0603'ABUTMENT, AND 0.12 M (0.4 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 AC0603'THE MARK
 AC0603'IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE ABUTMENT, ABOUT 0.37 M
 AC0603'(1.2 FT)
 AC0603'BELOW THE LEVEL OF THE HIGHWAY.
 AC0603' 
 AC0603' 
 AC0603'STATION RECOVERY (2002)
 AC0603' 
 AC0603'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AC0603'RECOVERED AS DESCRIBED.
 AC0603'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0660 ***********************************************************************
 AC0660  DESIGNATION -  B 250
 AC0660  PID         -  AC0660
 AC0660  STATE/COUNTY-  FL/COLLIER
 AC0660  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0660
 AC0660                         *CURRENT SURVEY CONTROL
 AC0660  ___________________________________________________________________
 AC0660* NAD 83(1986)-  25 58 04.     (N)    081 32 09.     (W)     SCALED    
 AC0660* NAVD 88     -         1.498  (meters)       4.91   (feet)  ADJUSTED  
 AC0660  ___________________________________________________________________
 AC0660  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AC0660  DYNAMIC HT  -           1.496 (meters)       4.91  (feet)  COMP
 AC0660  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 AC0660
 AC0660  VERT ORDER  -  FIRST     CLASS I
 AC0660
 AC0660.The horizontal coordinates were scaled from a topographic map and have
 AC0660.an estimated accuracy of +/- 6 seconds.
 AC0660
 AC0660.The orthometric height was determined by differential leveling
 AC0660.and adjusted by the National Geodetic Survey in June 1991..
 AC0660
 AC0660.The geoid height was determined by GEOID03.
 AC0660
 AC0660.The dynamic height is computed by dividing the NAVD 88
 AC0660.geopotential number by the normal gravity value computed on the
 AC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0660.degrees latitude (g = 980.6199 gals.).
 AC0660
 AC0660.The modeled gravity was interpolated from observed gravity values.
 AC0660
 AC0660;                    North         East    Units  Estimated Accuracy
 AC0660;SPC FL E     -   181,160.      146,340.      MT  (+/- 180 meters Scaled)
 AC0660
 AC0660                          SUPERSEDED SURVEY CONTROL
 AC0660
 AC0660  NGVD 29 (??/??/92)    1.905  (m)            6.25   (f) ADJ UNCH    1 1
 AC0660
 AC0660.Superseded values are not recommended for survey control.
 AC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0660.See file dsdata.txt to determine how the superseded data were derived.
 AC0660
 AC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ463722(NAD 83)
 AC0660_MARKER: DD = SURVEY DISK
 AC0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0660_SP_SET: BRIDGE ABUTMENT
 AC0660_STAMPING: B 250 6.06
 AC0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0660
 AC0660  HISTORY     - Date     Condition        Report By
 AC0660  HISTORY     - UNK      MONUMENTED       FLHD
 AC0660  HISTORY     - 1966     GOOD             NGS
 AC0660  HISTORY     - 1990     GOOD             USPSQD
 AC0660  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0660  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0660
 AC0660                          STATION DESCRIPTION
 AC0660
 AC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC0660'3.8 MI SW FROM ROYAL PALM HAMMOCK.
 AC0660'ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0660'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0660'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0660'BRIDGE NO. 48 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0660'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0660
 AC0660                          STATION RECOVERY (1990)
 AC0660
 AC0660'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0660'RECOVERED IN GOOD CONDITION.
 AC0660
 AC0660                          STATION RECOVERY (1992)
 AC0660
 AC0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0660'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0660'DESTROYED.
 AC0660
 AC0660                          STATION RECOVERY (1999)
 AC0660
 AC0660'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD1245 ***********************************************************************
 AD1245  DESIGNATION -  B 251
 AD1245  PID         -  AD1245
 AD1245  STATE/COUNTY-  FL/COLLIER
 AD1245  USGS QUAD   -  NAPLES NORTH (1987)
 AD1245
 AD1245                         *CURRENT SURVEY CONTROL
 AD1245  ___________________________________________________________________
 AD1245* NAD 83(1986)-  26 09 11.     (N)    081 46 12.     (W)     SCALED    
 AD1245* NAVD 88     -         1.936  (meters)       6.35   (feet)  ADJUSTED  
 AD1245  ___________________________________________________________________
 AD1245  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AD1245  DYNAMIC HT  -           1.933 (meters)       6.34  (feet)  COMP
 AD1245  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AD1245
 AD1245  VERT ORDER  -  FIRST     CLASS I
 AD1245
 AD1245.This mark is at Naples Airport (APF)
 AD1245
 AD1245.The horizontal coordinates were scaled from a topographic map and have
 AD1245.an estimated accuracy of +/- 6 seconds.
 AD1245
 AD1245.The orthometric height was determined by differential leveling
 AD1245.and adjusted by the National Geodetic Survey in June 1991..
 AD1245
 AD1245.The geoid height was determined by GEOID03.
 AD1245
 AD1245.The dynamic height is computed by dividing the NAVD 88
 AD1245.geopotential number by the normal gravity value computed on the
 AD1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1245.degrees latitude (g = 980.6199 gals.).
 AD1245
 AD1245.The modeled gravity was interpolated from observed gravity values.
 AD1245
 AD1245;                    North         East    Units  Estimated Accuracy
 AD1245;SPC FL E     -   201,800.      123,010.      MT  (+/- 180 meters Scaled)
 AD1245
 AD1245                          SUPERSEDED SURVEY CONTROL
 AD1245
 AD1245  NGVD 29 (??/??/92)    2.324  (m)            7.62   (f) ADJ UNCH    1 1
 AD1245
 AD1245.Superseded values are not recommended for survey control.
 AD1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1245.See file dsdata.txt to determine how the superseded data were derived.
 AD1245
 AD1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ230928(NAD 83)
 AD1245_MARKER: DB = BENCH MARK DISK
 AD1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD1245_STAMPING: B 251 1965
 AD1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1245+STABILITY: SURFACE MOTION
 AD1245
 AD1245  HISTORY     - Date     Condition        Report By
 AD1245  HISTORY     - 1965     MONUMENTED       CGS
 AD1245  HISTORY     - 1966     GOOD             NGS
 AD1245  HISTORY     - 1979     GOOD             NGS
 AD1245  HISTORY     - 1988     GOOD             USPSQD
 AD1245  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1245  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1245
 AD1245                          STATION DESCRIPTION
 AD1245
 AD1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AD1245'2 MI N FROM NAPLES.
 AD1245'ABOUT 1.75 MILES NORTH ALONG AIRPORT ROAD FROM THE COURTHOUSE
 AD1245'AT NAPLES, THENCE 0.2 MILE WEST ALONG A BLACK TOPPED ROAD, AT
 AD1245'THE NAPLES MUNICIPAL AIRPORT, 102.6 FEET NORTH-NORTHWEST OF THE
 AD1245'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 60 FEET NORTH
 AD1245'OF THE CENTER OF A GATE WHICH LEADS TO AIRPLANE APRON, 44.7 FEET
 AD1245'NORTHWEST OF A FIRE HYDRANT, 5.0 FEET EAST OF THE NORTHWEST
 AD1245'CORNER OF A STEEL FENCE, 1.0 FOOT SOUTH OF THE EAST-WEST FENCE,
 AD1245'ABOUT LEVEL WITH THE ROAD LEADING TO THE APRON AND SET IN THE
 AD1245'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AD1245
 AD1245                          STATION RECOVERY (1979)
 AD1245
 AD1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1245'RECOVERED IN GOOD CONDITION.
 AD1245
 AD1245                          STATION RECOVERY (1988)
 AD1245
 AD1245'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEA)
 AD1245'RECOVERED IN GOOD CONDITION.
 AD1245
 AD1245                          STATION RECOVERY (1990)
 AD1245
 AD1245'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1245'MARK NOT FOUND.
 AD1245
 AD1245                          STATION RECOVERY (1992)
 AD1245
 AD1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1245'THE MARK HAS BEEN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5726 ***********************************************************************
 AD5726  DESIGNATION -  B 251 RESET
 AD5726  PID         -  AD5726
 AD5726  STATE/COUNTY-  FL/COLLIER
 AD5726  USGS QUAD   -  NAPLES NORTH (1987)
 AD5726
 AD5726                         *CURRENT SURVEY CONTROL
 AD5726  ___________________________________________________________________
 AD5726* NAD 83(1986)-  26 09 11.     (N)    081 46 12.     (W)     SCALED    
 AD5726* NAVD 88     -         1.87   (meters)       6.1    (feet)  RESET     
 AD5726  ___________________________________________________________________
 AD5726  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AD5726
 AD5726  VERT ORDER  -  THIRD
 AD5726
 AD5726.This mark is at Naples Airport (APF)
 AD5726
 AD5726.The horizontal coordinates were scaled from a topographic map and have
 AD5726.an estimated accuracy of +/- 6 seconds.
 AD5726
 AD5726.The orthometric height was computed from unverified reset data.
 AD5726.No vertical observational check was made to the station.
 AD5726
 AD5726.The geoid height was determined by GEOID03.
 AD5726
 AD5726;                    North         East    Units  Estimated Accuracy
 AD5726;SPC FL E     -   201,800.      123,010.      MT  (+/- 180 meters Scaled)
 AD5726
 AD5726                          SUPERSEDED SURVEY CONTROL
 AD5726
 AD5726  NGVD 29 (08/19/04)    2.25   (m)            7.4    (f) RESET       3  
 AD5726
 AD5726.Superseded values are not recommended for survey control.
 AD5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5726.See file dsdata.txt to determine how the superseded data were derived.
 AD5726
 AD5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ230928(NAD 83)
 AD5726_MARKER: DV = VERTICAL CONTROL DISK
 AD5726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5726_SP_SET: CONCRETE POST
 AD5726_STAMPING: B 251 RESET 1982
 AD5726_MARK LOGO: NGS   
 AD5726_PROJECTION: PROJECTING 5 CENTIMETERS
 AD5726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5726+STABILITY: SURFACE MOTION
 AD5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5726+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 AD5726
 AD5726  HISTORY     - Date     Condition        Report By
 AD5726  HISTORY     - 1982     MONUMENTED       NGS
 AD5726  HISTORY     - 1990     GOOD             USPSQD
 AD5726  HISTORY     - 19920226 GOOD             NGS
 AD5726
 AD5726                          STATION DESCRIPTION
 AD5726
 AD5726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AD5726'1.15 MI NORTH FROM NAPLES.
 AD5726'0.95 MILE NORTH ALONG AIRPORT ROAD (COUNTY ROAD C 31) FROM ITS
 AD5726'JUNCTION WITH STATE HIGHWAY 84 IN EAST NAPLES, THENCE 0.2 MILE
 AD5726'WEST ALONG RADIO ROAD TO THE NAPLES MUNICIPAL AIRPORT, 133.0 FEET
 AD5726'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A AIRPLANE HANGAR
 AD5726'BUILDING, 102.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 AD5726'THE ADMINISTRATION BUILDING, 74.0 FEET NORTHWEST OF THE CENTER
 AD5726'OF GATE TO AIR FIELD, AND 44.5 FEET NORTHWEST OF A FIRE HYDRANT.
 AD5726
 AD5726                          STATION RECOVERY (1990)
 AD5726
 AD5726'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5726'RECOVERED IN GOOD CONDITION.
 AD5726
 AD5726                          STATION RECOVERY (1992)
 AD5726
 AD5726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5726'1.6 KM (1.00 MI) EASTERLY ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF
 AD5726'U.S. HIGHWAY 41 IN NAPLES, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG
 AD5726'AIRPORT PULLING ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG RADIO
 AD5726'ROAD, 40.2 M (131.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AD5726'HANGER, 20.0 M (65.6 FT) NORTHWEST OF THE NORTH END OF GATE 6E, 18.4
 AD5726'M (60.4 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 13.7 M (44.9
 AD5726'FT) NORTH-NORTHWEST OF A FIRE HYDRANT, AND THE MONUMENT PROJECTS 0.05
 AD5726'M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1067 ***********************************************************************
 AG1067  DESIGNATION -  B 252 RESET 1975
 AG1067  PID         -  AG1067
 AG1067  STATE/COUNTY-  FL/SARASOTA
 AG1067  USGS QUAD   -  VENICE (1987)
 AG1067
 AG1067                         *CURRENT SURVEY CONTROL
 AG1067  ___________________________________________________________________
 AG1067* NAD 83(1986)-  27 02 58.     (N)    082 23 40.     (W)     SCALED    
 AG1067* NAVD 88     -         3.71   (meters)      12.2    (feet)  RESET     
 AG1067  ___________________________________________________________________
 AG1067  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AG1067
 AG1067  VERT ORDER  -  THIRD
 AG1067
 AG1067.The horizontal coordinates were scaled from a topographic map and have
 AG1067.an estimated accuracy of +/- 6 seconds.
 AG1067
 AG1067.The orthometric height was computed from unverified reset data.
 AG1067.No vertical observational check was made to the station.
 AG1067
 AG1067.The geoid height was determined by GEOID03.
 AG1067
 AG1067;                    North         East    Units  Estimated Accuracy
 AG1067;SPC FL W     -   300,940.      160,870.      MT  (+/- 180 meters Scaled)
 AG1067
 AG1067                          SUPERSEDED SURVEY CONTROL
 AG1067
 AG1067  NGVD 29 (08/19/04)    4.05   (m)           13.3    (f) RESET       3  
 AG1067
 AG1067.Superseded values are not recommended for survey control.
 AG1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1067.See file dsdata.txt to determine how the superseded data were derived.
 AG1067
 AG1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK617926(NAD 83)
 AG1067_MARKER: DB = BENCH MARK DISK
 AG1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1067_STAMPING: B 252 RESET 1975
 AG1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1067+STABILITY: SURFACE MOTION
 AG1067
 AG1067  HISTORY     - Date     Condition        Report By
 AG1067  HISTORY     - 1975     MONUMENTED       NGS
 AG1067  HISTORY     - 1977     GOOD             LOCSUR
 AG1067  HISTORY     - 20020227 MARK NOT FOUND   USPSQD
 AG1067
 AG1067                          STATION DESCRIPTION
 AG1067
 AG1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1067'4.8 MI SE FROM VENICE.
 AG1067'4.85 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM
 AG1067'ITS JUNCTION WITH VENICE AVENUE IN VENICE, 146 FEET WEST OF THE
 AG1067'CENTER OF A PROJECTED LINE OF A CONCRETE DRAINAGE CULVERT, 62.5
 AG1067'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 41, AT HIGHWAY MARKER
 AG1067'1282, 2.2 FEET WEST OF A METAL WITNESS POST, 1 FOOT NORTH OF
 AG1067'HIGHWAY RIGHT-OF-WAY, AND A DISK SET IN THE TOP OF A 12-INCH
 AG1067'ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH GROUND.  SECTION
 AG1067'34, T39S, R19E.
 AG1067
 AG1067                          STATION RECOVERY (1977)
 AG1067
 AG1067'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1067'RECOVERED IN GOOD CONDITION.
 AG1067
 AG1067                          STATION RECOVERY (2002)
 AG1067
 AG1067'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG1067'B252 RESET 1975
 AG1067'MARK UNDER JACARONDA POINT DRIVE PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1838 ***********************************************************************
 AG1838  DESIGNATION -  B 253
 AG1838  PID         -  AG1838
 AG1838  STATE/COUNTY-  FL/SARASOTA
 AG1838  USGS QUAD   -  LAUREL (1987)
 AG1838
 AG1838                         *CURRENT SURVEY CONTROL
 AG1838  ___________________________________________________________________
 AG1838* NAD 83(1986)-  27 10 04.     (N)    082 27 22.     (W)     SCALED    
 AG1838* NAVD 88     -         4.006  (meters)      13.14   (feet)  ADJUSTED  
 AG1838  ___________________________________________________________________
 AG1838  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AG1838  DYNAMIC HT  -           4.000 (meters)      13.12  (feet)  COMP
 AG1838  MODELED GRAV-     979,127.6   (mgal)                       NAVD 88
 AG1838
 AG1838  VERT ORDER  -  FIRST     CLASS I
 AG1838
 AG1838.The horizontal coordinates were scaled from a topographic map and have
 AG1838.an estimated accuracy of +/- 6 seconds.
 AG1838
 AG1838.The orthometric height was determined by differential leveling
 AG1838.and adjusted by the National Geodetic Survey in June 1991..
 AG1838
 AG1838.The geoid height was determined by GEOID03.
 AG1838
 AG1838.The dynamic height is computed by dividing the NAVD 88
 AG1838.geopotential number by the normal gravity value computed on the
 AG1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1838.degrees latitude (g = 980.6199 gals.).
 AG1838
 AG1838.The modeled gravity was interpolated from observed gravity values.
 AG1838
 AG1838;                    North         East    Units  Estimated Accuracy
 AG1838;SPC FL W     -   314,080.      154,800.      MT  (+/- 180 meters Scaled)
 AG1838
 AG1838                          SUPERSEDED SURVEY CONTROL
 AG1838
 AG1838  NGVD 29 (??/??/92)    4.350  (m)           14.27   (f) ADJ UNCH    1 1
 AG1838
 AG1838.Superseded values are not recommended for survey control.
 AG1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1838.See file dsdata.txt to determine how the superseded data were derived.
 AG1838
 AG1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL557058(NAD 83)
 AG1838_MARKER: DB = BENCH MARK DISK
 AG1838_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AG1838+WITH SETTING: INTO GROUND
 AG1838_STAMPING: B 253 1965
 AG1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1838+STABILITY: SURFACE MOTION
 AG1838
 AG1838  HISTORY     - Date     Condition        Report By
 AG1838  HISTORY     - 1965     MONUMENTED       CGS
 AG1838  HISTORY     - 1966     GOOD             NGS
 AG1838  HISTORY     - 1977     GOOD             FLDNR
 AG1838  HISTORY     - 1977     GOOD             FLDNR
 AG1838  HISTORY     - 1977     GOOD             LOCSUR
 AG1838  HISTORY     - 20020920 MARK NOT FOUND   FL-115
 AG1838
 AG1838                          STATION DESCRIPTION
 AG1838
 AG1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1838'4.6 MI N FROM VENICE.
 AG1838'4.6 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AG1838'STATION AT VENICE, 0.6 MILE SOUTH OF THE SOUTH END OF THE
 AG1838'TRESTLE OVER SOUTH CREEK, IN SECTION 13, R 18 E, T 38 S, 236 FEET
 AG1838'NORTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 898, 52.5 FEET
 AG1838'EAST OF THE EAST RAIL OF THE MAIN TRACK, 54 FEET NORTH OF THE
 AG1838'NORTH EDGE OF A LARGE DRAINAGE DITCH, 1.5 FEET SOUTH OF A STEEL
 AG1838'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS
 AG1838'A DISK WELDED ON TOP OF A 3 1/2-INCH BY 4-FOOT LONG IRON PIPE
 AG1838'PROJECTING 0.9 FOOT.
 AG1838
 AG1838                          STATION RECOVERY (1977)
 AG1838
 AG1838'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AG1838'RECOVERED IN GOOD CONDITION.
 AG1838
 AG1838                          STATION RECOVERY (1977)
 AG1838
 AG1838'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AG1838'RECOVERED IN GOOD CONDITION.
 AG1838
 AG1838                          STATION RECOVERY (1977)
 AG1838
 AG1838'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1838'RECOVERED IN GOOD CONDITION.
 AG1838
 AG1838                          STATION RECOVERY (2002)
 AG1838
 AG1838'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2002 (ND)
 AG1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5075 ***********************************************************************
 AG5075  DESIGNATION -  B 254 FLHD
 AG5075  PID         -  AG5075
 AG5075  STATE/COUNTY-  FL/MANATEE
 AG5075  USGS QUAD   -  BRADENTON (1987)
 AG5075
 AG5075                         *CURRENT SURVEY CONTROL
 AG5075  ___________________________________________________________________
 AG5075* NAD 83(1986)-  27 27 43.     (N)    082 34 47.     (W)     SCALED    
 AG5075* NAVD 88     -         5.312  (meters)      17.43   (feet)  ADJUSTED  
 AG5075  ___________________________________________________________________
 AG5075  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AG5075  DYNAMIC HT  -           5.304 (meters)      17.40  (feet)  COMP
 AG5075  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 AG5075
 AG5075  VERT ORDER  -  FIRST     CLASS I
 AG5075
 AG5075.The horizontal coordinates were scaled from a topographic map and have
 AG5075.an estimated accuracy of +/- 6 seconds.
 AG5075
 AG5075.The orthometric height was determined by differential leveling
 AG5075.and adjusted by the National Geodetic Survey in June 1991..
 AG5075
 AG5075.The geoid height was determined by GEOID03.
 AG5075
 AG5075.The dynamic height is computed by dividing the NAVD 88
 AG5075.geopotential number by the normal gravity value computed on the
 AG5075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5075.degrees latitude (g = 980.6199 gals.).
 AG5075
 AG5075.The modeled gravity was interpolated from observed gravity values.
 AG5075
 AG5075;                    North         East    Units  Estimated Accuracy
 AG5075;SPC FL W     -   346,720.      142,700.      MT  (+/- 180 meters Scaled)
 AG5075
 AG5075                          SUPERSEDED SURVEY CONTROL
 AG5075
 AG5075  NGVD 29 (??/??/92)    5.61   (m)           18.4    (f) COMPUTED    1 1
 AG5075
 AG5075.Superseded values are not recommended for survey control.
 AG5075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5075.See file dsdata.txt to determine how the superseded data were derived.
 AG5075
 AG5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439385(NAD 83)
 AG5075_MARKER: DD = SURVEY DISK
 AG5075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5075_SP_SET: CULVERT
 AG5075_STAMPING: B 254
 AG5075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5075
 AG5075  HISTORY     - Date     Condition        Report By
 AG5075  HISTORY     - UNK      MONUMENTED       FLHD
 AG5075  HISTORY     - 1966     GOOD             NGS
 AG5075  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5075  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG5075
 AG5075                          STATION DESCRIPTION
 AG5075
 AG5075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5075'2.8 MI S FROM BRADENTON.
 AG5075'ABOUT 2.5 MILES SOUTH ALONG 14TH STREET W. (BUSINESS 41) FROM THE
 AG5075'INTERSECTION OF STATE HIGHWAY 64 AT BRADENTON, THENCE ABOUT 0.3
 AG5075'MILE WEST ALONG CORTEZ ROAD (STATE HIGHWAY 864), 90 FEET WEST OF
 AG5075'THE CENTER OF THE JUNCTION OF THE WEST ENTRANCE DRIVE TO MOCKING
 AG5075'BIRD TRAILER PARK, 27.0 FEET SOUTH OF THE CENTER LINE OF THE
 AG5075'HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IN
 AG5075'THE TOP NEAR THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A
 AG5075'DOUBLE PIPE CULVERT OVER CEDAR HAMMOCK DRAINAGE CANAL.
 AG5075
 AG5075                          STATION RECOVERY (1989)
 AG5075
 AG5075'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG5075'MARK NOT FOUND.
 AG5075
 AG5075                          STATION RECOVERY (2003)
 AG5075
 AG5075'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG5075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1841 ***********************************************************************
 AG1841  DESIGNATION -  B 255
 AG1841  PID         -  AG1841
 AG1841  STATE/COUNTY-  FL/SARASOTA
 AG1841  USGS QUAD   -  LAUREL (1987)
 AG1841
 AG1841                         *CURRENT SURVEY CONTROL
 AG1841  ___________________________________________________________________
 AG1841* NAD 83(1986)-  27 08 19.     (N)    082 26 56.     (W)     SCALED    
 AG1841* NAVD 88     -         3.663  (meters)      12.02   (feet)  ADJUSTED  
 AG1841  ___________________________________________________________________
 AG1841  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AG1841  DYNAMIC HT  -           3.657 (meters)      12.00  (feet)  COMP
 AG1841  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 AG1841
 AG1841  VERT ORDER  -  FIRST     CLASS I
 AG1841
 AG1841.The horizontal coordinates were scaled from a topographic map and have
 AG1841.an estimated accuracy of +/- 6 seconds.
 AG1841
 AG1841.The orthometric height was determined by differential leveling
 AG1841.and adjusted by the National Geodetic Survey in June 1991..
 AG1841
 AG1841.The geoid height was determined by GEOID03.
 AG1841
 AG1841.The dynamic height is computed by dividing the NAVD 88
 AG1841.geopotential number by the normal gravity value computed on the
 AG1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1841.degrees latitude (g = 980.6199 gals.).
 AG1841
 AG1841.The modeled gravity was interpolated from observed gravity values.
 AG1841
 AG1841;                    North         East    Units  Estimated Accuracy
 AG1841;SPC FL W     -   310,840.      155,500.      MT  (+/- 180 meters Scaled)
 AG1841
 AG1841                          SUPERSEDED SURVEY CONTROL
 AG1841
 AG1841  NGVD 29 (09/01/92)    4.004  (m)           13.14   (f) ADJUSTED    1 1
 AG1841
 AG1841.Superseded values are not recommended for survey control.
 AG1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1841.See file dsdata.txt to determine how the superseded data were derived.
 AG1841
 AG1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL564026(NAD 83)
 AG1841_MARKER: DB = BENCH MARK DISK
 AG1841_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG1841_SP_SET: COPPER-CLAD STEEL ROD
 AG1841_STAMPING: B 255 1965
 AG1841_MARK LOGO: CGS   
 AG1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1841
 AG1841  HISTORY     - Date     Condition        Report By
 AG1841  HISTORY     - 1965     MONUMENTED       CGS
 AG1841  HISTORY     - 1966     GOOD             NGS
 AG1841  HISTORY     - 1977     GOOD             LOCSUR
 AG1841  HISTORY     - 1983     GOOD             FLDNR
 AG1841  HISTORY     - 1983     GOOD             FLDT
 AG1841  HISTORY     - 20010713 GOOD             USPSQD
 AG1841
 AG1841                          STATION DESCRIPTION
 AG1841
 AG1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1841'2.6 MI N FROM VENICE.
 AG1841'2.6 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AG1841'STATION AT VENICE, NEAR THE CROSSING OF LAUREL ROAD, 101 FEET
 AG1841'NORTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 900, 161 FEET
 AG1841'NORTH OF THE CENTER LINE OF THE ROAD, 46.5 FEET EAST OF THE EAST
 AG1841'RAIL OF THE MAIN TRACK, 143.6 FEET NORTHEAST OF AND ACROSS THE
 AG1841'TRACK FROM BENCH MARK Y 38 DESCRIBED, 1 FOOT WEST OF A FENCE
 AG1841'LINE, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AG1841'THE TRACK AND IS A DISK ON A COPPER COATED STEEL ROD FLUSH WITH
 AG1841'THE GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING 0.3 FOOT.
 AG1841'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 21.5 FEET.
 AG1841
 AG1841                          STATION RECOVERY (1977)
 AG1841
 AG1841'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1841'RECOVERED IN GOOD CONDITION.
 AG1841
 AG1841                          STATION RECOVERY (1983)
 AG1841
 AG1841'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1841'RECOVERED IN GOOD CONDITION.
 AG1841
 AG1841                          STATION RECOVERY (1983)
 AG1841
 AG1841'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG1841'RECOVERED IN GOOD CONDITION.
 AG1841
 AG1841                          STATION RECOVERY (2001)
 AG1841
 AG1841'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5064 ***********************************************************************
 AG5064  DESIGNATION -  B 256
 AG5064  PID         -  AG5064
 AG5064  STATE/COUNTY-  FL/MANATEE
 AG5064  USGS QUAD   -  BRADENTON (1987)
 AG5064
 AG5064                         *CURRENT SURVEY CONTROL
 AG5064  ___________________________________________________________________
 AG5064* NAD 83(1986)-  27 29 17.     (N)    082 33 11.     (W)     SCALED    
 AG5064* NAVD 88     -         5.015  (meters)      16.45   (feet)  ADJUSTED  
 AG5064  ___________________________________________________________________
 AG5064  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG5064  DYNAMIC HT  -           5.008 (meters)      16.43  (feet)  COMP
 AG5064  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 AG5064
 AG5064  VERT ORDER  -  FIRST     CLASS I
 AG5064
 AG5064.The horizontal coordinates were scaled from a topographic map and have
 AG5064.an estimated accuracy of +/- 6 seconds.
 AG5064
 AG5064.The orthometric height was determined by differential leveling
 AG5064.and adjusted by the National Geodetic Survey in June 1991..
 AG5064
 AG5064.The geoid height was determined by GEOID03.
 AG5064
 AG5064.The dynamic height is computed by dividing the NAVD 88
 AG5064.geopotential number by the normal gravity value computed on the
 AG5064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5064.degrees latitude (g = 980.6199 gals.).
 AG5064
 AG5064.The modeled gravity was interpolated from observed gravity values.
 AG5064
 AG5064;                    North         East    Units  Estimated Accuracy
 AG5064;SPC FL W     -   349,600.      145,350.      MT  (+/- 180 meters Scaled)
 AG5064
 AG5064                          SUPERSEDED SURVEY CONTROL
 AG5064
 AG5064  NGVD 29 (??/??/92)    5.315  (m)           17.44   (f) ADJ UNCH    1 1
 AG5064
 AG5064.Superseded values are not recommended for survey control.
 AG5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5064.See file dsdata.txt to determine how the superseded data were derived.
 AG5064
 AG5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL465414(NAD 83)
 AG5064_MARKER: DB = BENCH MARK DISK
 AG5064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG5064_SP_SET: 17.5 FEET
 AG5064_STAMPING: B 256 1965
 AG5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5064
 AG5064  HISTORY     - Date     Condition        Report By
 AG5064  HISTORY     - 1965     MONUMENTED       CGS
 AG5064  HISTORY     - 1966     GOOD             NGS
 AG5064
 AG5064                          STATION DESCRIPTION
 AG5064
 AG5064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5064'AT BRADENTON.
 AG5064'AT BRADENTON, ALONG THE SEABOARD AIR LINE RAILROAD ABOUT 0.45
 AG5064'MILE SOUTHEAST OF THE STATION, NEAR THE CROSSING OF 13TH AVENUE
 AG5064'E, NEAR THE SOUTHWEST CORNER OF THE OFFICE BUILDING OF THE
 AG5064'TROPICANA PRODUCTS INC., 108 FEET EAST OF THE EAST RAIL OF THE
 AG5064'MAIN TRACK, 18.5 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AG5064'ROAD LEADING INTO THE ORANGE JUICE PLANT WHICH IS THE CONTINUATION
 AG5064'OF 13TH AVENUE E., 25.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AG5064'OF THE OFFICE BUILDING, 1 1/2 FEET WEST OF A POWER POLE, 8 1/2
 AG5064'FEET EAST OF A FIRE HYDRANT, ABOUT LEVEL WITH THE ENTRANCE
 AG5064'DRIVE AND IS A DISK ON A COPPER COATED STEEL ROD FLUSH WITH THE
 AG5064'GROUND AND PROTECTED BY A 4-INCH IRON PIPE PROJECTING 0.1 FOOT.
 AG5064'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 17.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6041 ***********************************************************************
 AG6041  DESIGNATION -  B 257
 AG6041  PID         -  AG6041
 AG6041  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6041  USGS QUAD   -  TAMPA (1995)
 AG6041
 AG6041                         *CURRENT SURVEY CONTROL
 AG6041  ___________________________________________________________________
 AG6041* NAD 83(1986)-  27 57 53.     (N)    082 25 34.     (W)     SCALED    
 AG6041* NAVD 88     -         8.246  (meters)      27.05   (feet)  ADJUSTED  
 AG6041  ___________________________________________________________________
 AG6041  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AG6041  DYNAMIC HT  -           8.234 (meters)      27.01  (feet)  COMP
 AG6041  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AG6041
 AG6041  VERT ORDER  -  FIRST     CLASS II
 AG6041
 AG6041.The horizontal coordinates were scaled from a topographic map and have
 AG6041.an estimated accuracy of +/- 6 seconds.
 AG6041
 AG6041.The orthometric height was determined by differential leveling
 AG6041.and adjusted by the National Geodetic Survey in June 1991..
 AG6041
 AG6041.The geoid height was determined by GEOID03.
 AG6041
 AG6041.The dynamic height is computed by dividing the NAVD 88
 AG6041.geopotential number by the normal gravity value computed on the
 AG6041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6041.degrees latitude (g = 980.6199 gals.).
 AG6041
 AG6041.The modeled gravity was interpolated from observed gravity values.
 AG6041
 AG6041;                    North         East    Units  Estimated Accuracy
 AG6041;SPC FL W     -   402,370.      158,080.      MT  (+/- 180 meters Scaled)
 AG6041
 AG6041                          SUPERSEDED SURVEY CONTROL
 AG6041
 AG6041  NGVD 29 (09/01/92)    8.506  (m)           27.91   (f) ADJUSTED    1 2
 AG6041
 AG6041.Superseded values are not recommended for survey control.
 AG6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6041.See file dsdata.txt to determine how the superseded data were derived.
 AG6041
 AG6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL597941(NAD 83)
 AG6041_MARKER: DB = BENCH MARK DISK
 AG6041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6041_SP_SET: PIER
 AG6041_STAMPING: B 257 1965
 AG6041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6041
 AG6041  HISTORY     - Date     Condition        Report By
 AG6041  HISTORY     - 1965     MONUMENTED       CGS
 AG6041  HISTORY     - 1966     GOOD             NGS
 AG6041  HISTORY     - 1975     GOOD             FLDT
 AG6041  HISTORY     - 1978     GOOD             NGS
 AG6041  HISTORY     - 19990306 GOOD             USPSQD
 AG6041
 AG6041                          STATION DESCRIPTION
 AG6041
 AG6041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG6041'AT TAMPA.
 AG6041'AT TAMPA, ABOUT 0.4 MILE NORTH ALONG THE SEABOARD AIR LINE
 AG6041'RAILROAD FROM THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD,
 AG6041'AT THE OVERPASS CROSSING OF INTERSTATE 4, 9 1/2 RAILS SOUTH OF
 AG6041'MILEPOST 844, SET VERTICALLY IN THE EAST FACE OF THE NORTH ONE
 AG6041'OF THE FIRST SET OF PIERS WEST OF THE TRACK WHICH SUPPORT THE
 AG6041'EAST-BOUND LANE OF THE OVERPASS, 15.8 FEET WEST OF THE WEST
 AG6041'RAIL OF THE MAIN TRACK, AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE
 AG6041'TRACK.
 AG6041
 AG6041                          STATION RECOVERY (1975)
 AG6041
 AG6041'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6041'RECOVERED IN GOOD CONDITION.
 AG6041
 AG6041                          STATION RECOVERY (1978)
 AG6041
 AG6041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6041'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 AG6041'JUNCTION MARK.
 AG6041
 AG6041                          STATION RECOVERY (1999)
 AG6041
 AG6041'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG6041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6352 ***********************************************************************
 AL6352  DESIGNATION -  B 258
 AL6352  PID         -  AL6352
 AL6352  STATE/COUNTY-  FL/PASCO
 AL6352  USGS QUAD   -  MASARYKTOWN (1988)
 AL6352
 AL6352                         *CURRENT SURVEY CONTROL
 AL6352  ___________________________________________________________________
 AL6352* NAD 83(1986)-  28 23 07.     (N)    082 29 21.     (W)     SCALED    
 AL6352* NAVD 88     -        20.646  (meters)      67.74   (feet)  ADJUSTED  
 AL6352  ___________________________________________________________________
 AL6352  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AL6352  DYNAMIC HT  -          20.616 (meters)      67.64  (feet)  COMP
 AL6352  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 AL6352
 AL6352  VERT ORDER  -  FIRST     CLASS I
 AL6352
 AL6352.The horizontal coordinates were scaled from a topographic map and have
 AL6352.an estimated accuracy of +/- 6 seconds.
 AL6352
 AL6352.The orthometric height was determined by differential leveling
 AL6352.and adjusted by the National Geodetic Survey in June 1991..
 AL6352
 AL6352.The geoid height was determined by GEOID03.
 AL6352
 AL6352.The dynamic height is computed by dividing the NAVD 88
 AL6352.geopotential number by the normal gravity value computed on the
 AL6352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6352.degrees latitude (g = 980.6199 gals.).
 AL6352
 AL6352.The modeled gravity was interpolated from observed gravity values.
 AL6352
 AL6352;                    North         East    Units  Estimated Accuracy
 AL6352;SPC FL W     -   449,000.      152,060.      MT  (+/- 180 meters Scaled)
 AL6352
 AL6352                          SUPERSEDED SURVEY CONTROL
 AL6352
 AL6352  NGVD 29 (??/??/92)   20.905  (m)           68.59   (f) ADJ UNCH    1 1
 AL6352
 AL6352.Superseded values are not recommended for survey control.
 AL6352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6352.See file dsdata.txt to determine how the superseded data were derived.
 AL6352
 AL6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM540407(NAD 83)
 AL6352_MARKER: DB = BENCH MARK DISK
 AL6352_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL6352_SP_SET: BRIDGE ABUTMENT
 AL6352_STAMPING: B 258 1965
 AL6352_MARK LOGO: CGS   
 AL6352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL6352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL6352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL6352+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 AL6352
 AL6352  HISTORY     - Date     Condition        Report By
 AL6352  HISTORY     - 1965     MONUMENTED       CGS
 AL6352  HISTORY     - 1966     GOOD             NGS
 AL6352  HISTORY     - 1988     GOOD             USPSQD
 AL6352  HISTORY     - 19910320 GOOD             GEOBAS
 AL6352
 AL6352                          STATION DESCRIPTION
 AL6352
 AL6352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AL6352'2.2 MI NE FROM GREENFIELD.
 AL6352'ABOUT 2.15 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING
 AL6352'OF THE SEABOARD AIR LINE RAILROAD AT GREENFIELD, AT A HIGHWAY
 AL6352'BRIDGE OVER AN OVERFLOW FOR A LAKE, 19.0 FEET EAST OF THE CENTER
 AL6352'LINE OF THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 AL6352'AND IN THE TOP 1.8 FEET WEST OF THE EAST END OF THE NORTH CONCRETE
 AL6352'LOWER ABUTMENT OF BRIDGE.
 AL6352
 AL6352                          STATION RECOVERY (1988)
 AL6352
 AL6352'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AL6352'RECOVERED IN GOOD CONDITION.
 AL6352
 AL6352                          STATION RECOVERY (1991)
 AL6352
 AL6352'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991
 AL6352'THE STATION IS LOCATED 12 MI (19.31 KM) EAST-NORTHEAST OF HUDSON AND
 AL6352'13 MI (20.92 KM) WEST-NORTHWEST OF SAN ANTONIO.
 AL6352'TO REACH THE STATION FROM THE CDX RAILROAD CROSSING AND U.S. HIGHWAY
 AL6352'41 AT GREENFIELD, GO NORTHERLY ON U.S. HIGHWAY 41, 2.15 MI (3.46 KM)
 AL6352'TO A BRIDGE AND THE STATION ON THE RIGHT.
 AL6352'THE STATION IS A C.G.S. BENCH MARK DISK STAMPED ---B 258 1965--- SET
 AL6352'IN THE NORTHEAST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1687 ***********************************************************************
 AG1687  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1687  DESIGNATION -  B 260
 AG1687  PID         -  AG1687
 AG1687  STATE/COUNTY-  FL/LEE
 AG1687  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG1687
 AG1687                         *CURRENT SURVEY CONTROL
 AG1687  ___________________________________________________________________
 AG1687* NAD 83(1986)-  26 30 57.     (N)    082 05 03.     (W)     SCALED    
 AG1687* NAVD 88     -         1.243  (meters)       4.08   (feet)  ADJUSTED  
 AG1687  ___________________________________________________________________
 AG1687  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AG1687  DYNAMIC HT  -           1.241 (meters)       4.07  (feet)  COMP
 AG1687  MODELED GRAV-     979,081.1   (mgal)                       NAVD 88
 AG1687
 AG1687  VERT ORDER  -  FIRST     CLASS I
 AG1687
 AG1687.The horizontal coordinates were scaled from a topographic map and have
 AG1687.an estimated accuracy of +/- 6 seconds.
 AG1687
 AG1687.The orthometric height was determined by differential leveling
 AG1687.and adjusted by the National Geodetic Survey in June 1991..
 AG1687
 AG1687.This Tidal Bench Mark is designated as VM 7330
 AG1687.by the Center for Operational Oceanographic Products and Services.
 AG1687
 AG1687.The geoid height was determined by GEOID03.
 AG1687
 AG1687.The dynamic height is computed by dividing the NAVD 88
 AG1687.geopotential number by the normal gravity value computed on the
 AG1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1687.degrees latitude (g = 980.6199 gals.).
 AG1687
 AG1687.The modeled gravity was interpolated from observed gravity values.
 AG1687
 AG1687;                    North         East    Units  Estimated Accuracy
 AG1687;SPC FL W     -   241,760.      191,610.      MT  (+/- 180 meters Scaled)
 AG1687
 AG1687                          SUPERSEDED SURVEY CONTROL
 AG1687
 AG1687  NGVD 29 (09/01/92)    1.612  (m)            5.29   (f) ADJUSTED    1 1
 AG1687
 AG1687.Superseded values are not recommended for survey control.
 AG1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1687.See file dsdata.txt to determine how the superseded data were derived.
 AG1687
 AG1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK919332(NAD 83)
 AG1687_MARKER: DB = BENCH MARK DISK
 AG1687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1687_SP_SET: CULVERT HEADWALL
 AG1687_STAMPING: B 260
 AG1687_MARK LOGO: FLDT  
 AG1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1687+STABILITY: SURFACE MOTION
 AG1687
 AG1687  HISTORY     - Date     Condition        Report By
 AG1687  HISTORY     - UNK      MONUMENTED       FLHD
 AG1687  HISTORY     - 1966     GOOD             NGS
 AG1687  HISTORY     - 1974     GOOD             NGS
 AG1687  HISTORY     - 1984     GOOD             USPSQD
 AG1687  HISTORY     - 1984     GOOD             FLDNR
 AG1687  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG1687
 AG1687                          STATION DESCRIPTION
 AG1687
 AG1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1687'1.7 MI N FROM ST JAMES CITY.
 AG1687'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY S-767 FROM THE
 AG1687'JUNCTION OF FIRST AVENUE AT ST. JAMES CITY, 0.4 MILE NORTH
 AG1687'OF A WOODEN BRIDGE OVER A CANAL, IN SECTION 35, R 22 E, T 45 S,
 AG1687'SET IN THE TOP NEAR THE CENTER OF THE EAST CONCRETE HEAD
 AG1687'WALL OF A DOUBLE CONCRETE PIPE CULVERT UNDER THE HIGHWAY,
 AG1687'18.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AG1687'LEVEL WITH THE HIGHWAY.
 AG1687
 AG1687                          STATION RECOVERY (1974)
 AG1687
 AG1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1687'RECOVERED IN GOOD CONDITION.
 AG1687
 AG1687                          STATION RECOVERY (1984)
 AG1687
 AG1687'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG1687'RECOVERED IN GOOD CONDITION.
 AG1687
 AG1687                          STATION RECOVERY (1984)
 AG1687
 AG1687'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1687'RECOVERED IN GOOD CONDITION.
 AG1687
 AG1687                          STATION RECOVERY (1990)
 AG1687
 AG1687'RECOVERY NOTE BY US POWER SQUADRON 1990 (CFR)
 AG1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6398 ***********************************************************************
 AL6398  DESIGNATION -  B 261
 AL6398  PID         -  AL6398
 AL6398  STATE/COUNTY-  FL/PASCO
 AL6398  USGS QUAD   -  LUTZ (1987)
 AL6398
 AL6398                         *CURRENT SURVEY CONTROL
 AL6398  ___________________________________________________________________
 AL6398* NAD 83(1986)-  28 14 25.     (N)    082 29 07.     (W)     SCALED    
 AL6398* NAVD 88     -        22.482  (meters)      73.76   (feet)  ADJUSTED  
 AL6398  ___________________________________________________________________
 AL6398  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AL6398  DYNAMIC HT  -          22.450 (meters)      73.65  (feet)  COMP
 AL6398  MODELED GRAV-     979,199.5   (mgal)                       NAVD 88
 AL6398
 AL6398  VERT ORDER  -  FIRST     CLASS I
 AL6398
 AL6398.The horizontal coordinates were scaled from a topographic map and have
 AL6398.an estimated accuracy of +/- 6 seconds.
 AL6398
 AL6398.The orthometric height was determined by differential leveling
 AL6398.and adjusted by the National Geodetic Survey in June 1991..
 AL6398
 AL6398.The geoid height was determined by GEOID03.
 AL6398
 AL6398.The dynamic height is computed by dividing the NAVD 88
 AL6398.geopotential number by the normal gravity value computed on the
 AL6398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6398.degrees latitude (g = 980.6199 gals.).
 AL6398
 AL6398.The modeled gravity was interpolated from observed gravity values.
 AL6398
 AL6398;                    North         East    Units  Estimated Accuracy
 AL6398;SPC FL W     -   432,930.      152,380.      MT  (+/- 180 meters Scaled)
 AL6398
 AL6398                          SUPERSEDED SURVEY CONTROL
 AL6398
 AL6398  NGVD 29 (??/??/92)   22.735  (m)           74.59   (f) ADJ UNCH    1 1
 AL6398
 AL6398.Superseded values are not recommended for survey control.
 AL6398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6398.See file dsdata.txt to determine how the superseded data were derived.
 AL6398
 AL6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM542247(NAD 83)
 AL6398_MARKER: DB = BENCH MARK DISK
 AL6398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AL6398_SP_SET: 42 FEET
 AL6398_STAMPING: B 261 1965
 AL6398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL6398
 AL6398  HISTORY     - Date     Condition        Report By
 AL6398  HISTORY     - 1965     MONUMENTED       CGS
 AL6398
 AL6398                          STATION DESCRIPTION
 AL6398
 AL6398'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AL6398'0.4 MI NW FROM DREXEL.
 AL6398'ABOUT 0.45 MILE NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 AL6398'FROM THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT DREXEL,
 AL6398'ABOUT 10 1/2 RAILS SOUTHWEST OF MILEPOST 823, 103.7 FEET NORTHEAST
 AL6398'OF THE NORTHEAST RAIL, 30 FEET NORTHEAST OF THE CENTER LINE OF A
 AL6398'DIRT ROAD, 1 1/2 FEET SOUTHWEST OF A POWER POLE, 1.0 FOOT
 AL6398'NORTHEAST OF A METAL WITNESS POST, AND IS A DISK ON TOP OF A
 AL6398'COPPER COATED STEEL ROD PROJECTING 0.3 FOOT AND PROTECTED BY A
 AL6398'5-INCH IRON PIPE PROJECTING 0.3 FOOT.  THE ROD WAS DRIVEN TO
 AL6398'REFUSAL AT A DEPTH OF 42.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6061 ***********************************************************************
 AG6061  DESIGNATION -  B 262
 AG6061  PID         -  AG6061
 AG6061  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6061  USGS QUAD   -  TAMPA (1995)
 AG6061
 AG6061                         *CURRENT SURVEY CONTROL
 AG6061  ___________________________________________________________________
 AG6061* NAD 83(1986)-  27 55 23.     (N)    082 24 46.     (W)     SCALED    
 AG6061* NAVD 88     -         1.612  (meters)       5.29   (feet)  ADJUSTED  
 AG6061  ___________________________________________________________________
 AG6061  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AG6061  DYNAMIC HT  -           1.609 (meters)       5.28  (feet)  COMP
 AG6061  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AG6061
 AG6061  VERT ORDER  -  FIRST     CLASS I
 AG6061
 AG6061.The horizontal coordinates were scaled from a topographic map and have
 AG6061.an estimated accuracy of +/- 6 seconds.
 AG6061
 AG6061.The orthometric height was determined by differential leveling
 AG6061.and adjusted by the National Geodetic Survey in June 1991..
 AG6061
 AG6061.The geoid height was determined by GEOID03.
 AG6061
 AG6061.The dynamic height is computed by dividing the NAVD 88
 AG6061.geopotential number by the normal gravity value computed on the
 AG6061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6061.degrees latitude (g = 980.6199 gals.).
 AG6061
 AG6061.The modeled gravity was interpolated from observed gravity values.
 AG6061
 AG6061;                    North         East    Units  Estimated Accuracy
 AG6061;SPC FL W     -   397,750.      159,370.      MT  (+/- 180 meters Scaled)
 AG6061
 AG6061                          SUPERSEDED SURVEY CONTROL
 AG6061
 AG6061  NGVD 29 (??/??/92)    1.875  (m)            6.15   (f) ADJ UNCH    1 1
 AG6061
 AG6061.Superseded values are not recommended for survey control.
 AG6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6061.See file dsdata.txt to determine how the superseded data were derived.
 AG6061
 AG6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL609894(NAD 83)
 AG6061_MARKER: DB = BENCH MARK DISK
 AG6061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6061_STAMPING: B 262 1966
 AG6061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6061+STABILITY: SURFACE MOTION
 AG6061
 AG6061  HISTORY     - Date     Condition        Report By
 AG6061  HISTORY     - 1966     MONUMENTED       CGS
 AG6061  HISTORY     - 1982     MARK NOT FOUND   FLDNR
 AG6061
 AG6061                          STATION DESCRIPTION
 AG6061
 AG6061'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6061'AT TAMPA.
 AG6061'AT TAMPA, ABOUT 0.7 MILE WEST ALONG BUSINESS 41 FROM THE JUNCTION
 AG6061'OF U.S. HIGHWAY 41, ABOUT 0.5 MILE SOUTHEAST OF THE SOUTHEAST
 AG6061'END OF THE 22ND STREET CAUSEWAY, NEAR THE SOUTHEAST CORNER OF THE
 AG6061'STEEL FENCE AROUND COATES OIL EQUIPMENT CO. STORAGE LOT, 78.5
 AG6061'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF A
 AG6061'LARGE POWER POLE, 1.6 FEET WEST OF THE FENCE CORNER, 1.2 FEET SOUTH
 AG6061'OF THE FENCE LINE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 AG6061'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AG6061'PROJECTING 0.5 FOOT.  BUSINESS 41 IS CAUSEWAY BOULEVARD TO 22ND
 AG6061'STREET AT THE CAUSEWAY.
 AG6061
 AG6061                          STATION RECOVERY (1982)
 AG6061
 AG6061'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5318 ***********************************************************************
 AG5318  DESIGNATION -  B 263
 AG5318  PID         -  AG5318
 AG5318  STATE/COUNTY-  FL/PINELLAS
 AG5318  USGS QUAD   -  ST PETERSBURG (1987)
 AG5318
 AG5318                         *CURRENT SURVEY CONTROL
 AG5318  ___________________________________________________________________
 AG5318* NAD 83(1986)-  27 47 23.     (N)    082 38 19.     (W)     SCALED    
 AG5318* NAVD 88     -         8.791  (meters)      28.84   (feet)  ADJUSTED  
 AG5318  ___________________________________________________________________
 AG5318  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AG5318  DYNAMIC HT  -           8.778 (meters)      28.80  (feet)  COMP
 AG5318  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AG5318
 AG5318  VERT ORDER  -  SECOND    CLASS I
 AG5318
 AG5318.The horizontal coordinates were scaled from a topographic map and have
 AG5318.an estimated accuracy of +/- 6 seconds.
 AG5318
 AG5318.The orthometric height was determined by differential leveling
 AG5318.and adjusted by the National Geodetic Survey in June 1991..
 AG5318
 AG5318.The geoid height was determined by GEOID03.
 AG5318
 AG5318.The dynamic height is computed by dividing the NAVD 88
 AG5318.geopotential number by the normal gravity value computed on the
 AG5318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5318.degrees latitude (g = 980.6199 gals.).
 AG5318
 AG5318.The modeled gravity was interpolated from observed gravity values.
 AG5318
 AG5318;                    North         East    Units  Estimated Accuracy
 AG5318;SPC FL W     -   383,070.      137,070.      MT  (+/- 180 meters Scaled)
 AG5318
 AG5318                          SUPERSEDED SURVEY CONTROL
 AG5318
 AG5318  NGVD 29 (??/??/92)    9.056  (m)           29.71   (f) ADJ UNCH    2 1
 AG5318
 AG5318.Superseded values are not recommended for survey control.
 AG5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5318.See file dsdata.txt to determine how the superseded data were derived.
 AG5318
 AG5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL385749(NAD 83)
 AG5318_MARKER: DB = BENCH MARK DISK
 AG5318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5318_STAMPING: B 263 1966
 AG5318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5318+STABILITY: SURFACE MOTION
 AG5318
 AG5318  HISTORY     - Date     Condition        Report By
 AG5318  HISTORY     - 1966     MONUMENTED       CGS
 AG5318  HISTORY     - 1974     GOOD             NGS
 AG5318  HISTORY     - 1975     GOOD             FLDT
 AG5318  HISTORY     - 1975     GOOD             FLDT
 AG5318  HISTORY     - 19980413 GOOD             USPSQD
 AG5318  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG5318
 AG5318                          STATION DESCRIPTION
 AG5318
 AG5318'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5318'AT ST PETERSBURG.
 AG5318'AT ST. PETERSBURG, 1.2 MILES NORTH ALONG N. 4TH STREET FROM THE
 AG5318'POST OFFICE, NEAR THE JUNCTION OF 18TH AVENUE NORTH, ALONG THE
 AG5318'SOUTH SIDE OF THE PARKING AREA FOR SUNKEN GARDENS, 92.3 FEET EAST
 AG5318'OF THE EAST CURB OF THE STREET, 8.2 FEET SOUTH OF THE SOUTH EDGE
 AG5318'OF THE SIDEWALK ALONG THE NORTH SIDE OF THE AVENUE, 1.3 FEET
 AG5318'NORTH OF THE NORTH CURB OF THE AVENUE, 1.5 FEET WEST OF STREET
 AG5318'LIGHT POLE NO. 1-68034, 1.1 FEET EAST OF A METAL WITNESS POST,
 AG5318'ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP
 AG5318'OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AG5318
 AG5318                          STATION RECOVERY (1974)
 AG5318
 AG5318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG5318'RECOVERED IN GOOD CONDITION.
 AG5318
 AG5318                          STATION RECOVERY (1975)
 AG5318
 AG5318'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5318'RECOVERED IN GOOD CONDITION.
 AG5318
 AG5318                          STATION RECOVERY (1975)
 AG5318
 AG5318'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5318'RECOVERED IN GOOD CONDITION.
 AG5318
 AG5318                          STATION RECOVERY (1998)
 AG5318
 AG5318'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5318'RECOVERED IN GOOD CONDITION.
 AG5318
 AG5318                          STATION RECOVERY (2003)
 AG5318
 AG5318'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG5318'THE SUNKEN GARDENS PARKING LOT HAS BEEN ENLARGED AND BLACKTOPPED
 AG5318'ENCOMPASING THE LOCATION OF THE MARK.  THE SIDEWALK AND CURB ALONG THE
 AG5318'NORTH SIDE OF THE AVENUE NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1085 ***********************************************************************
 AR1085  DESIGNATION -  B 264 RESET
 AR1085  PID         -  AR1085
 AR1085  STATE/COUNTY-  FL/ALACHUA
 AR1085  USGS QUAD   -  HAWTHORNE (1984)
 AR1085
 AR1085                         *CURRENT SURVEY CONTROL
 AR1085  ___________________________________________________________________
 AR1085* NAD 83(1986)-  29 35 39.     (N)    082 03 26.     (W)     SCALED    
 AR1085* NAVD 88     -        32.68   (meters)     107.2    (feet)  RESET     
 AR1085  ___________________________________________________________________
 AR1085  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AR1085
 AR1085  VERT ORDER  -  THIRD
 AR1085
 AR1085.The horizontal coordinates were scaled from a topographic map and have
 AR1085.an estimated accuracy of +/- 6 seconds.
 AR1085
 AR1085.The orthometric height was computed from unverified reset data.
 AR1085.No vertical observational check was made to the station.
 AR1085
 AR1085.The geoid height was determined by GEOID03.
 AR1085
 AR1085;                    North         East    Units  Estimated Accuracy
 AR1085;SPC FL N     -    68,400.      836,630.      MT  (+/- 180 meters Scaled)
 AR1085
 AR1085                          SUPERSEDED SURVEY CONTROL
 AR1085
 AR1085  NGVD 29 (08/19/04)   32.95   (m)          108.1    (f) RESET       3  
 AR1085
 AR1085.Superseded values are not recommended for survey control.
 AR1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1085.See file dsdata.txt to determine how the superseded data were derived.
 AR1085
 AR1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN976742(NAD 83)
 AR1085_MARKER: DV = VERTICAL CONTROL DISK
 AR1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1085_SP_SET: CONCRETE POST
 AR1085_STAMPING: B 264 RESET 1974
 AR1085_MARK LOGO: NGS   
 AR1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1085+STABILITY: SURFACE MOTION
 AR1085
 AR1085  HISTORY     - Date     Condition        Report By
 AR1085  HISTORY     - 1974     MONUMENTED       NGS
 AR1085  HISTORY     - 19740426 GOOD             NGS
 AR1085
 AR1085                          STATION DESCRIPTION
 AR1085
 AR1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AR1085'1.85 MILES (2.98 KM) WEST ALONG STATE HIGHWAY 20 FROM OVERPASS OVER
 AR1085'U.S.  HIGHWAY 301 AND RAILROAD TRACKS IN HAWTHORNE, 0.05 MILE
 AR1085'(0.08 KM) WEST OF THE ALACHUA-PUTNAM COUNTY LINE, 132 FEET (40.2 M)
 AR1085'EAST-NORTHEAST OF THE NORTH END OF A CONCRETE BOX CULVERT, 52 FEET
 AR1085'(15.8 M) NORTH OF THE CENTER OF STATE HIGHWAY 20, 1.5 FEET (0.5 M)
 AR1085'SOUTH OF A FENCE, 1.4 FEET (0.4 M) EAST OF A METAL WITNESS POST AND A
 AR1085'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 AR1085'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6108 ***********************************************************************
 AL6108  DESIGNATION -  B 265
 AL6108  PID         -  AL6108
 AL6108  STATE/COUNTY-  FL/CITRUS
 AL6108  USGS QUAD   -  BROOKSVILLE NW (1988)
 AL6108
 AL6108                         *CURRENT SURVEY CONTROL
 AL6108  ___________________________________________________________________
 AL6108* NAD 83(1986)-  28 41 16.     (N)    082 22 35.     (W)     SCALED    
 AL6108* NAVD 88     -        29.324  (meters)      96.21   (feet)  ADJUSTED  
 AL6108  ___________________________________________________________________
 AL6108  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AL6108  DYNAMIC HT  -          29.282 (meters)      96.07  (feet)  COMP
 AL6108  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 AL6108
 AL6108  VERT ORDER  -  FIRST     CLASS I
 AL6108
 AL6108.The horizontal coordinates were scaled from a topographic map and have
 AL6108.an estimated accuracy of +/- 6 seconds.
 AL6108
 AL6108.The orthometric height was determined by differential leveling
 AL6108.and adjusted by the National Geodetic Survey in June 1991..
 AL6108
 AL6108.The geoid height was determined by GEOID03.
 AL6108
 AL6108.The dynamic height is computed by dividing the NAVD 88
 AL6108.geopotential number by the normal gravity value computed on the
 AL6108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6108.degrees latitude (g = 980.6199 gals.).
 AL6108
 AL6108.The modeled gravity was interpolated from observed gravity values.
 AL6108
 AL6108;                    North         East    Units  Estimated Accuracy
 AL6108;SPC FL W     -   482,490.      163,220.      MT  (+/- 180 meters Scaled)
 AL6108
 AL6108                          SUPERSEDED SURVEY CONTROL
 AL6108
 AL6108  NGVD 29 (??/??/92)   29.582  (m)           97.05   (f) ADJ UNCH    1 1
 AL6108
 AL6108.Superseded values are not recommended for survey control.
 AL6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6108.See file dsdata.txt to determine how the superseded data were derived.
 AL6108
 AL6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM655741(NAD 83)
 AL6108_MARKER: DB = BENCH MARK DISK
 AL6108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6108_STAMPING: B 265 1966
 AL6108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6108+STABILITY: SURFACE MOTION
 AL6108
 AL6108  HISTORY     - Date     Condition        Report By
 AL6108  HISTORY     - 1966     MONUMENTED       CGS
 AL6108  HISTORY     - 1982     GOOD             LOCSUR
 AL6108  HISTORY     - 1987     GOOD             USPSQD
 AL6108  HISTORY     - 19910301 MARK NOT FOUND   USPSQD
 AL6108
 AL6108                          STATION DESCRIPTION
 AL6108
 AL6108'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6108'10.4 MI N FROM BROOKSVILLE.
 AL6108'ABOUT 10.45 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD
 AL6108'FROM THE FREIGHT STATION AT BROOKSVILLE, AT A VILLAGE LOCALLY
 AL6108'KNOWN AS CATAWBA, 0.3 MILE SOUTH OF MILEPOST 787, 196 FEET
 AL6108'SOUTHWEST OF THE CENTER OF THE CROSSING OF A DRIVEWAY LEADING
 AL6108'EAST TO A HOUSE, 43.5 FEET WEST OF THE WEST RAIL, 27.0 FEET
 AL6108'EAST OF THE CENTER LINE OF A BLACK TOPPED ROAD THAT PARALLELS
 AL6108'THE TRACK, 2 1/2 FEET SOUTH OF THE 2ND TELEPHONE POLE SOUTH
 AL6108'OF THE CROSSING, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 AL6108'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AL6108'PROJECTING 0.3 FOOT.  NOTE-- ALSO ABOUT 11.15 MILES SOUTH ALONG
 AL6108'THE SEABOARD AIR LINE RAILROAD FROM THE CROSSING OF STATE
 AL6108'HIGHWAY 44 AT INVERNESS.
 AL6108
 AL6108                          STATION RECOVERY (1982)
 AL6108
 AL6108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AL6108'WITNESS POST DAMAGED TELEPHONE POLE IS NO LONGER 2 1/2 FEET WEST OF
 AL6108'BM.
 AL6108
 AL6108                          STATION RECOVERY (1987)
 AL6108
 AL6108'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHT)
 AL6108'RECOVERED IN GOOD CONDITION.
 AL6108
 AL6108                          STATION RECOVERY (1991)
 AL6108
 AL6108'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL6108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6003 ***********************************************************************
 AL6003  DESIGNATION -  B 266
 AL6003  PID         -  AL6003
 AL6003  STATE/COUNTY-  FL/CITRUS
 AL6003  USGS QUAD   -  HOLDER (1988)
 AL6003
 AL6003                         *CURRENT SURVEY CONTROL
 AL6003  ___________________________________________________________________
 AL6003* NAD 83(1986)-  28 59 03.     (N)    082 25 59.     (W)     SCALED    
 AL6003* NAVD 88     -        26.167  (meters)      85.85   (feet)  ADJUSTED  
 AL6003  ___________________________________________________________________
 AL6003  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AL6003  DYNAMIC HT  -          26.130 (meters)      85.73  (feet)  COMP
 AL6003  MODELED GRAV-     979,230.0   (mgal)                       NAVD 88
 AL6003
 AL6003  VERT ORDER  -  FIRST     CLASS I
 AL6003
 AL6003.The horizontal coordinates were scaled from a topographic map and have
 AL6003.an estimated accuracy of +/- 6 seconds.
 AL6003
 AL6003.The orthometric height was determined by differential leveling
 AL6003.and adjusted by the National Geodetic Survey in June 1991..
 AL6003
 AL6003.The geoid height was determined by GEOID03.
 AL6003
 AL6003.The dynamic height is computed by dividing the NAVD 88
 AL6003.geopotential number by the normal gravity value computed on the
 AL6003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6003.degrees latitude (g = 980.6199 gals.).
 AL6003
 AL6003.The modeled gravity was interpolated from observed gravity values.
 AL6003
 AL6003;                    North         East    Units  Estimated Accuracy
 AL6003;SPC FL W     -   515,350.      157,800.      MT  (+/- 180 meters Scaled)
 AL6003
 AL6003                          SUPERSEDED SURVEY CONTROL
 AL6003
 AL6003  NGVD 29 (??/??/92)   26.415  (m)           86.66   (f) ADJ UNCH    1 1
 AL6003
 AL6003.Superseded values are not recommended for survey control.
 AL6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6003.See file dsdata.txt to determine how the superseded data were derived.
 AL6003
 AL6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN603070(NAD 83)
 AL6003_MARKER: DB = BENCH MARK DISK
 AL6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6003_STAMPING: B 266 1966
 AL6003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6003+STABILITY: SURFACE MOTION
 AL6003
 AL6003  HISTORY     - Date     Condition        Report By
 AL6003  HISTORY     - 1966     MONUMENTED       CGS
 AL6003  HISTORY     - 19940510 GOOD             USPSQD
 AL6003
 AL6003                          STATION DESCRIPTION
 AL6003
 AL6003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6003'5.2 MI SE FROM DUNNELLON.
 AL6003'ABOUT 5.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AL6003'POST OFFICE AT DUNNELLON, 0.3 MILE NORTHWEST OF THE JUNCTION
 AL6003'OF A SAND TRAIL LEADING NORTHEAST, ABOUT MIDWAY BETWEEN POWER
 AL6003'POLES 31F2160 AND 31F2161, 60 FEET NORTHEAST OF THE CENTER
 AL6003'LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE LINE, 1.5
 AL6003'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AL6003'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AL6003
 AL6003                          STATION RECOVERY (1994)
 AL6003
 AL6003'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL6003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0992 ***********************************************************************
 AR0992  DESIGNATION -  B 267
 AR0992  PID         -  AR0992
 AR0992  STATE/COUNTY-  FL/MARION
 AR0992  USGS QUAD   -  DUNNELLON (1991)
 AR0992
 AR0992                         *CURRENT SURVEY CONTROL
 AR0992  ___________________________________________________________________
 AR0992* NAD 83(1986)-  29 03 41.     (N)    082 25 38.     (W)     SCALED    
 AR0992* NAVD 88     -        11.540  (meters)      37.86   (feet)  ADJUSTED  
 AR0992  ___________________________________________________________________
 AR0992  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AR0992  DYNAMIC HT  -          11.523 (meters)      37.80  (feet)  COMP
 AR0992  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 AR0992
 AR0992  VERT ORDER  -  FIRST     CLASS I
 AR0992
 AR0992.The horizontal coordinates were scaled from a topographic map and have
 AR0992.an estimated accuracy of +/- 6 seconds.
 AR0992
 AR0992.The orthometric height was determined by differential leveling
 AR0992.and adjusted by the National Geodetic Survey in June 1991..
 AR0992
 AR0992.The geoid height was determined by GEOID03.
 AR0992
 AR0992.The dynamic height is computed by dividing the NAVD 88
 AR0992.geopotential number by the normal gravity value computed on the
 AR0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0992.degrees latitude (g = 980.6199 gals.).
 AR0992
 AR0992.The modeled gravity was interpolated from observed gravity values.
 AR0992
 AR0992;                    North         East    Units  Estimated Accuracy
 AR0992;SPC FL W     -   523,910.      158,400.      MT  (+/- 180 meters Scaled)
 AR0992
 AR0992                          SUPERSEDED SURVEY CONTROL
 AR0992
 AR0992  NGVD 29 (??/??/92)   11.792  (m)           38.69   (f) ADJ UNCH    1 1
 AR0992
 AR0992.Superseded values are not recommended for survey control.
 AR0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0992.See file dsdata.txt to determine how the superseded data were derived.
 AR0992
 AR0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN610156(NAD 83)
 AR0992_MARKER: DB = BENCH MARK DISK
 AR0992_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AR0992_SP_SET: 32.0 FEET
 AR0992_STAMPING: B 267 1966
 AR0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR0992
 AR0992  HISTORY     - Date     Condition        Report By
 AR0992  HISTORY     - 1966     MONUMENTED       CGS
 AR0992  HISTORY     - 1990     GOOD             USPSQD
 AR0992
 AR0992                          STATION DESCRIPTION
 AR0992
 AR0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AR0992'1.6 MI NE FROM DUNNELLON.
 AR0992'1.6 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 AR0992'THE FREIGHT STATION AT DUNNELLON, 0.25 MILE NORTHEAST OF A SAND
 AR0992'ROAD CROSSING, 156 YARDS SOUTHWEST OF MILEPOST 757, 23.2 FEET
 AR0992'NORTHWEST OF THE NORTHWEST RAIL, 66 FEET NORTHEAST OF THE
 AR0992'EXTENDED CENTER LINE OF A SAND ROAD LEADING NORTH, 2.0 FEET
 AR0992'SOUTHWEST OF THE 3RD TELEPHONE POLE SOUTHWEST OF THE MILEPOST,
 AR0992'1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 AR0992'THE LEVEL OF THE TRACK AND IS A DISK ON TOP OF A COPPER COATED
 AR0992'STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 6-INCH IRON
 AR0992'PIPE PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF
 AR0992'32.0 FEET.
 AR0992
 AR0992                          STATION RECOVERY (1990)
 AR0992
 AR0992'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AR0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0450 ***********************************************************************
 AR0450  DESIGNATION -  B 268
 AR0450  PID         -  AR0450
 AR0450  STATE/COUNTY-  FL/ALACHUA
 AR0450  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR0450
 AR0450                         *CURRENT SURVEY CONTROL
 AR0450  ___________________________________________________________________
 AR0450* NAD 83(1986)-  29 38 27.     (N)    082 20 22.     (W)     SCALED    
 AR0450* NAVD 88     -        35.390  (meters)     116.11   (feet)  ADJUSTED  
 AR0450  ___________________________________________________________________
 AR0450  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR0450  DYNAMIC HT  -          35.342 (meters)     115.95  (feet)  COMP
 AR0450  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AR0450
 AR0450  VERT ORDER  -  FIRST     CLASS I
 AR0450
 AR0450.The horizontal coordinates were scaled from a topographic map and have
 AR0450.an estimated accuracy of +/- 6 seconds.
 AR0450
 AR0450.The orthometric height was determined by differential leveling
 AR0450.and adjusted by the National Geodetic Survey in June 1991..
 AR0450.WARNING-Repeat measurements at this control monument indicate possible
 AR0450.vertical movement.
 AR0450
 AR0450.The geoid height was determined by GEOID03.
 AR0450
 AR0450.The dynamic height is computed by dividing the NAVD 88
 AR0450.geopotential number by the normal gravity value computed on the
 AR0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0450.degrees latitude (g = 980.6199 gals.).
 AR0450
 AR0450.The modeled gravity was interpolated from observed gravity values.
 AR0450
 AR0450;                    North         East    Units  Estimated Accuracy
 AR0450;SPC FL N     -    73,020.      809,200.      MT  (+/- 180 meters Scaled)
 AR0450
 AR0450                          SUPERSEDED SURVEY CONTROL
 AR0450
 AR0450  NGVD 29 (09/01/92)   35.646  (m)          116.95   (f) ADJUSTED    1 1
 AR0450
 AR0450.Superseded values are not recommended for survey control.
 AR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0450.See file dsdata.txt to determine how the superseded data were derived.
 AR0450
 AR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN703797(NAD 83)
 AR0450_MARKER: DB = BENCH MARK DISK
 AR0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AR0450_SP_SET: ABUTMENT
 AR0450_STAMPING: B 268 1966
 AR0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR0450
 AR0450  HISTORY     - Date     Condition        Report By
 AR0450  HISTORY     - 1966     MONUMENTED       CGS
 AR0450  HISTORY     - 1978     GOOD             NGS
 AR0450  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 AR0450
 AR0450                          STATION DESCRIPTION
 AR0450
 AR0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AR0450'AT GAINESVILLE.
 AR0450'AT GAINESVILLE, ABOUT 0.9 MILE SOUTHWEST ALONG THE ATLANTIC COAST
 AR0450'LINE RAILROAD FROM THE CROSSING OF SOUTH MAIN STREET, 8 RAILS
 AR0450'SOUTHWEST OF MILEPOST 705, AT THE OVERPASS WHERE THE TRACKS
 AR0450'CROSSES OVER U.S. HIGHWAY 441, 7 FEET NORTHWEST OF THE NORTHWEST
 AR0450'RAIL, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP 3.5 FEET
 AR0450'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 AR0450'FOR THE OVERPASS.
 AR0450
 AR0450                          STATION RECOVERY (1978)
 AR0450
 AR0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AR0450'RECOVERED IN GOOD CONDITION.
 AR0450
 AR0450                          STATION RECOVERY (1982)
 AR0450
 AR0450'RECOVERY NOTE BY US POWER SQUADRON 1982
 AR0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0553 ***********************************************************************
 AR0553  DESIGNATION -  B 269
 AR0553  PID         -  AR0553
 AR0553  STATE/COUNTY-  FL/ALACHUA
 AR0553  USGS QUAD   -  MICANOPY (1988)
 AR0553
 AR0553                         *CURRENT SURVEY CONTROL
 AR0553  ___________________________________________________________________
 AR0553* NAD 83(1986)-  29 35 44.     (N)    082 16 58.     (W)     SCALED    
 AR0553* NAVD 88     -        24.851  (meters)      81.53   (feet)  ADJUSTED  
 AR0553  ___________________________________________________________________
 AR0553  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR0553  DYNAMIC HT  -          24.818 (meters)      81.42  (feet)  COMP
 AR0553  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 AR0553
 AR0553  VERT ORDER  -  FIRST     CLASS I
 AR0553
 AR0553.The horizontal coordinates were scaled from a topographic map and have
 AR0553.an estimated accuracy of +/- 6 seconds.
 AR0553
 AR0553.The orthometric height was determined by differential leveling
 AR0553.and adjusted by the National Geodetic Survey in June 1991..
 AR0553
 AR0553.The geoid height was determined by GEOID03.
 AR0553
 AR0553.The dynamic height is computed by dividing the NAVD 88
 AR0553.geopotential number by the normal gravity value computed on the
 AR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0553.degrees latitude (g = 980.6199 gals.).
 AR0553
 AR0553.The modeled gravity was interpolated from observed gravity values.
 AR0553
 AR0553;                    North         East    Units  Estimated Accuracy
 AR0553;SPC FL N     -    68,110.      814,780.      MT  (+/- 180 meters Scaled)
 AR0553
 AR0553                          SUPERSEDED SURVEY CONTROL
 AR0553
 AR0553  NGVD 29 (??/??/92)   25.117  (m)           82.40   (f) ADJ UNCH    1 1
 AR0553
 AR0553.Superseded values are not recommended for survey control.
 AR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0553.See file dsdata.txt to determine how the superseded data were derived.
 AR0553
 AR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN757746(NAD 83)
 AR0553_MARKER: DB = BENCH MARK DISK
 AR0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AR0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AR0553_STAMPING: B 269 1966
 AR0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0553
 AR0553  HISTORY     - Date     Condition        Report By
 AR0553  HISTORY     - 1966     MONUMENTED       CGS
 AR0553
 AR0553                          STATION DESCRIPTION
 AR0553
 AR0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AR0553'4.6 MI SE FROM GAINESVILLE.
 AR0553'ABOUT 4.6 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0553'FROM THE CROSSING OF SOUTH MAIN STREET AT GAINESVILLE, ABOUT 0.4
 AR0553'MILE WEST OF A FARM ROAD CROSSING, ON THE OUTSIDE OF A CURVE
 AR0553'WITH TANGENTS EXTENDING NORTHEAST AND NORTHWEST, 57 FEET SOUTHEAST
 AR0553'OF AND ACROSS TRACK FROM RB 745, 35.4 FEET SOUTH OF THE SOUTH
 AR0553'RAIL, 1.5 FEET NORTH OF A FENCE LINE, 1.3 FEET EAST OF A METAL
 AR0553'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND IS
 AR0553'A DISK WELDED ON TOP OF A 3-INCH BY 4-FOOT LONG IRON PIPE
 AR0553'PROJECTING 1 FOOT.  THE PIPE WAS SET 6-INCHES INTO ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1572 ***********************************************************************
 BG1572  DESIGNATION -  B 27
 BG1572  PID         -  BG1572
 BG1572  STATE/COUNTY-  FL/WALTON
 BG1572  USGS QUAD   -  NICEVILLE SE (1987)
 BG1572
 BG1572                         *CURRENT SURVEY CONTROL
 BG1572  ___________________________________________________________________
 BG1572* NAD 83(1986)-  30 30 20.     (N)    086 21 43.     (W)     SCALED    
 BG1572* NAVD 88     -        22.113  (meters)      72.55   (feet)  ADJUSTED  
 BG1572  ___________________________________________________________________
 BG1572  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG1572  DYNAMIC HT  -          22.084 (meters)      72.45  (feet)  COMP
 BG1572  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BG1572
 BG1572  VERT ORDER  -  FIRST     CLASS II
 BG1572
 BG1572.The horizontal coordinates were scaled from a topographic map and have
 BG1572.an estimated accuracy of +/- 6 seconds.
 BG1572
 BG1572.The orthometric height was determined by differential leveling
 BG1572.and adjusted by the National Geodetic Survey in June 1991..
 BG1572
 BG1572.The geoid height was determined by GEOID03.
 BG1572
 BG1572.The dynamic height is computed by dividing the NAVD 88
 BG1572.geopotential number by the normal gravity value computed on the
 BG1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1572.degrees latitude (g = 980.6199 gals.).
 BG1572
 BG1572.The modeled gravity was interpolated from observed gravity values.
 BG1572
 BG1572;                    North         East    Units  Estimated Accuracy
 BG1572;SPC FL N     -   168,350.      421,280.      MT  (+/- 180 meters Scaled)
 BG1572
 BG1572                          SUPERSEDED SURVEY CONTROL
 BG1572
 BG1572  NGVD 29 (??/??/92)   22.223  (m)           72.91   (f) ADJ UNCH    1 2
 BG1572
 BG1572.Superseded values are not recommended for survey control.
 BG1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1572.See file dsdata.txt to determine how the superseded data were derived.
 BG1572
 BG1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU612749(NAD 83)
 BG1572_MARKER: DB = BENCH MARK DISK
 BG1572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG1572_SP_SET: TOWER LEG BASE
 BG1572_STAMPING: B 27 1942
 BG1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1572
 BG1572  HISTORY     - Date     Condition        Report By
 BG1572  HISTORY     - 1942     MONUMENTED       CGS
 BG1572
 BG1572                          STATION DESCRIPTION
 BG1572
 BG1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BG1572'9.4 MI SE FROM NICEVILLE.
 BG1572'9.4 MILES SOUTHEASTERLY FROM THE POST OFFICE IN NICEVILLE GO
 BG1572'NORTHWESTERLY 0.3 MILE, TURN SHARP RIGHT ONTO STATE HIGHWAY
 BG1572'NO. 10 AND GO SOUTHEASTERLY 4.9 MILES TO PAVED ROAD LEADING
 BG1572'TO THE EAST, TURN LEFT AND GO EASTERLY AND NORTHEASTERLY 4.2
 BG1572'MILES TO SITE OF MARK.  THE BENCH MARK IS LOCATED ABOUT 40 FEET
 BG1572'NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF TRAVERSE
 BG1572'STATION SPOT 1942, AND IS SET IN CONCRETE BASE OF THE SOUTHWEST
 BG1572'LEG OF ONE OF THE EGLIN FIELD BOMBING RANGE NO. 51 OBSERVATION
 BG1572'TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2058 ***********************************************************************
 AC2058  DESIGNATION -  B 270
 AC2058  PID         -  AC2058
 AC2058  STATE/COUNTY-  FL/MIAMI-DADE
 AC2058  USGS QUAD   -  PERRINE (1994)
 AC2058
 AC2058                         *CURRENT SURVEY CONTROL
 AC2058  ___________________________________________________________________
 AC2058* NAD 83(1986)-  25 37 26.     (N)    080 20 36.     (W)     SCALED    
 AC2058* NAVD 88     -         2.961  (meters)       9.71   (feet)  ADJUSTED  
 AC2058  ___________________________________________________________________
 AC2058  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AC2058  DYNAMIC HT  -           2.956 (meters)       9.70  (feet)  COMP
 AC2058  MODELED GRAV-     979,004.0   (mgal)                       NAVD 88
 AC2058
 AC2058  VERT ORDER  -  FIRST     CLASS II
 AC2058
 AC2058.The horizontal coordinates were scaled from a topographic map and have
 AC2058.an estimated accuracy of +/- 6 seconds.
 AC2058
 AC2058.The orthometric height was determined by differential leveling
 AC2058.and adjusted by the National Geodetic Survey in June 1991..
 AC2058
 AC2058.The geoid height was determined by GEOID03.
 AC2058
 AC2058.The dynamic height is computed by dividing the NAVD 88
 AC2058.geopotential number by the normal gravity value computed on the
 AC2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2058.degrees latitude (g = 980.6199 gals.).
 AC2058
 AC2058.The modeled gravity was interpolated from observed gravity values.
 AC2058
 AC2058;                    North         East    Units  Estimated Accuracy
 AC2058;SPC FL E     -   143,110.      265,950.      MT  (+/- 180 meters Scaled)
 AC2058
 AC2058                          SUPERSEDED SURVEY CONTROL
 AC2058
 AC2058  NGVD 29 (09/01/92)    3.430  (m)           11.25   (f) ADJUSTED    1 2
 AC2058
 AC2058.Superseded values are not recommended for survey control.
 AC2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2058.See file dsdata.txt to determine how the superseded data were derived.
 AC2058
 AC2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ659341(NAD 83)
 AC2058_MARKER: DD = SURVEY DISK
 AC2058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC2058_SP_SET: ABUTMENT
 AC2058_STAMPING: B 270
 AC2058_MARK LOGO: FLHD  
 AC2058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2058+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 AC2058
 AC2058  HISTORY     - Date     Condition        Report By
 AC2058  HISTORY     - UNK      MONUMENTED       FLHD
 AC2058  HISTORY     - 1966     GOOD             NGS
 AC2058  HISTORY     - 1976     GOOD             FLDT
 AC2058  HISTORY     - 1978     GOOD             NGS
 AC2058  HISTORY     - 1987     GOOD             USPSQD
 AC2058  HISTORY     - 19910316 GOOD             USPSQD
 AC2058  HISTORY     - 19930520 GOOD             NGS
 AC2058
 AC2058                          STATION DESCRIPTION
 AC2058
 AC2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AC2058'1.2 MI NE FROM PERRINE.
 AC2058'ABOUT 1.2 MILES NORTHEAST ALONG THE FLORIDA EAST COAST RAILROAD
 AC2058'FROM THE STATION AT PERRINE, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST
 AC2058'380, ABOUT 30 YARDS SOUTHEAST OF THE TRACK, ALONG U.S. HIGHWAY
 AC2058'1, SET IN THE TOP NEAR THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AC2058'WALKWAY OF THE SOUTH-BOUND LANE OF THE HIGHWAY BRIDGE OVER CANAL
 AC2058'C 100, 2 1/2 FEET SOUTHEAST OF THE SOUTHEAST CURB OF BRIDGE AND
 AC2058'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC2058
 AC2058                          STATION RECOVERY (1976)
 AC2058
 AC2058'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AC2058'RECOVERED IN GOOD CONDITION.
 AC2058
 AC2058                          STATION RECOVERY (1978)
 AC2058
 AC2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2058'RECOVERED IN GOOD CONDITION.
 AC2058
 AC2058                          STATION RECOVERY (1987)
 AC2058
 AC2058'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC2058'RECOVERED IN GOOD CONDITION.
 AC2058
 AC2058                          STATION RECOVERY (1991)
 AC2058
 AC2058'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC2058'RECOVERED IN GOOD CONDITION.
 AC2058
 AC2058                          STATION RECOVERY (1993)
 AC2058
 AC2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2058'5.2 KM (3.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 1 FROM THE
 AC2058'JUNCTION OF THE FLORIDA TURNPIKE (STATE HIGHWAY 821) IN CUTLER RIDGE,
 AC2058'IN TOP OF AND 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AC2058'NORTHEAST CONCRETE ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING
 AC2058'CUTLER CANAL NUMBER C-100, 7.9 M (25.9 FT) NORTHWEST OF THE
 AC2058'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 AC2058'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0051 ***********************************************************************
 AA0051  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0051  DESIGNATION -  B 271
 AA0051  PID         -  AA0051
 AA0051  STATE/COUNTY-  FL/MONROE
 AA0051  USGS QUAD   -  KEY WEST (1971)
 AA0051
 AA0051                         *CURRENT SURVEY CONTROL
 AA0051  ___________________________________________________________________
 AA0051* NAD 83(1986)-  24 33 49.     (N)    081 45 00.     (W)     SCALED    
 AA0051* NAVD 88     -         2.732  (meters)       8.96   (feet)  ADJUSTED  
 AA0051  ___________________________________________________________________
 AA0051  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AA0051  DYNAMIC HT  -           2.727 (meters)       8.95  (feet)  COMP
 AA0051  MODELED GRAV-     978,954.8   (mgal)                       NAVD 88
 AA0051
 AA0051  VERT ORDER  -  FIRST     CLASS II
 AA0051
 AA0051.The horizontal coordinates were scaled from a topographic map and have
 AA0051.an estimated accuracy of +/- 6 seconds.
 AA0051
 AA0051.The orthometric height was determined by differential leveling
 AA0051.and adjusted by the National Geodetic Survey in May 1994..
 AA0051.WARNING-Repeat measurements at this control monument indicate possible
 AA0051.vertical movement.
 AA0051
 AA0051.This Tidal Bench Mark is designated as VM 10988
 AA0051.by the Center for Operational Oceanographic Products and Services.
 AA0051
 AA0051.The geoid height was determined by GEOID03.
 AA0051
 AA0051.The dynamic height is computed by dividing the NAVD 88
 AA0051.geopotential number by the normal gravity value computed on the
 AA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0051.degrees latitude (g = 980.6199 gals.).
 AA0051
 AA0051.The modeled gravity was interpolated from observed gravity values.
 AA0051
 AA0051;                    North         East    Units  Estimated Accuracy
 AA0051;SPC FL E     -    25,710.      124,030.      MT  (+/- 180 meters Scaled)
 AA0051
 AA0051                          SUPERSEDED SURVEY CONTROL
 AA0051
 AA0051  NAVD 88 (06/15/91)    2.735  (m)            8.97   (f) UNKNOWN     1 2
 AA0051  NGVD 29 (09/01/92)    3.145  (m)           10.32   (f) ADJUSTED    1 2
 AA0051
 AA0051.Superseded values are not recommended for survey control.
 AA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0051.See file dsdata.txt to determine how the superseded data were derived.
 AA0051
 AA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH240168(NAD 83)
 AA0051_MARKER: DB = BENCH MARK DISK
 AA0051_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0051_SP_SET: CONCRETE BANNISTER
 AA0051_STAMPING: B 271 1966
 AA0051_MARK LOGO: CGS   
 AA0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0051
 AA0051  HISTORY     - Date     Condition        Report By
 AA0051  HISTORY     - 1966     MONUMENTED       CGS
 AA0051  HISTORY     - 1978     GOOD             NGS
 AA0051  HISTORY     - 1982     GOOD             FLDNR
 AA0051  HISTORY     - 1984     GOOD             USPSQD
 AA0051  HISTORY     - 1988     GOOD             USPSQD
 AA0051  HISTORY     - 19881231 GOOD             FLDNR
 AA0051  HISTORY     - 20010831 GOOD             USPSQD
 AA0051
 AA0051                          STATION DESCRIPTION
 AA0051
 AA0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0051'3.6 MI NE FROM KEY WEST.
 AA0051'3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC CHURCH
 AA0051'AT KEY WEST, THENCE 0.45 MILE SOUTHEAST ALONG STATE HIGHWAY
 AA0051'A1A, (ROOSEVELT BLVD), ON TOP OF THE NORTHEAST CONCRETE
 AA0051'BANISTER OF THE HIGHWAY BRIDGE OVER COW KEY CHANNEL, 6.9 FEET
 AA0051'NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 9.0 FEET NORTHWEST
 AA0051'OF THE SOUTHEAST END OF THE BANISTER AND 3 1/2 FEET ABOVE THE
 AA0051'LEVEL OF THE SIDEWALK.
 AA0051
 AA0051                          STATION RECOVERY (1978)
 AA0051
 AA0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0051'RECOVERED IN GOOD CONDITION.
 AA0051
 AA0051                          STATION RECOVERY (1982)
 AA0051
 AA0051'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0051'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0051'CHANGE NORTHEAST CONCRETE BANNISTER TO SOUTHEAST CONCRETE
 AA0051'BANNISTER.
 AA0051
 AA0051                          STATION RECOVERY (1984)
 AA0051
 AA0051'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0051'RECOVERED IN GOOD CONDITION.
 AA0051
 AA0051                          STATION RECOVERY (1988)
 AA0051
 AA0051'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0051'RECOVERED IN GOOD CONDITION.
 AA0051
 AA0051                          STATION RECOVERY (1988)
 AA0051
 AA0051'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0051'RECOVERED IN GOOD CONDITION WITH FOLLOWING NOTE TO DESCRIPTION.  COW
 AA0051'KEY CHANNEL SHOULD BE CHANGED TO RIVIERA CHANNEL.
 AA0051
 AA0051                          STATION RECOVERY (2001)
 AA0051
 AA0051'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0139 ***********************************************************************
 AA0139  DESIGNATION -  B 272
 AA0139  PID         -  AA0139
 AA0139  STATE/COUNTY-  FL/MONROE
 AA0139  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0139
 AA0139                         *CURRENT SURVEY CONTROL
 AA0139  ___________________________________________________________________
 AA0139* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0139* NAVD 88     -         3.165  (meters)      10.38   (feet)  ADJUSTED  
 AA0139  ___________________________________________________________________
 AA0139  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0139  DYNAMIC HT  -           3.159 (meters)      10.36  (feet)  COMP
 AA0139  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0139
 AA0139  VERT ORDER  -  FIRST     CLASS II
 AA0139
 AA0139.The horizontal coordinates were scaled from a topographic map and have
 AA0139.an estimated accuracy of +/- 6 seconds.
 AA0139
 AA0139.The orthometric height was determined by differential leveling
 AA0139.and adjusted by the National Geodetic Survey in June 1991..
 AA0139.WARNING-Repeat measurements at this control monument indicate possible
 AA0139.vertical movement.
 AA0139
 AA0139.The geoid height was determined by GEOID03.
 AA0139
 AA0139.The dynamic height is computed by dividing the NAVD 88
 AA0139.geopotential number by the normal gravity value computed on the
 AA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0139.degrees latitude (g = 980.6199 gals.).
 AA0139
 AA0139.The modeled gravity was interpolated from observed gravity values.
 AA0139
 AA0139;                    North         East    Units  Estimated Accuracy
 AA0139;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0139
 AA0139                          SUPERSEDED SURVEY CONTROL
 AA0139
 AA0139  NGVD 29 (09/01/92)    3.592  (m)           11.78   (f) ADJUSTED    1 2
 AA0139
 AA0139.Superseded values are not recommended for survey control.
 AA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0139.See file dsdata.txt to determine how the superseded data were derived.
 AA0139
 AA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0139_MARKER: DB = BENCH MARK DISK
 AA0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0139_SP_SET: CURB
 AA0139_STAMPING: B 272 1966
 AA0139_MARK LOGO: CGS   
 AA0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0139
 AA0139  HISTORY     - Date     Condition        Report By
 AA0139  HISTORY     - 1966     MONUMENTED       CGS
 AA0139  HISTORY     - 1978     GOOD             NGS
 AA0139  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0139  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AA0139
 AA0139                          STATION DESCRIPTION
 AA0139
 AA0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0139'17 MI NE FROM KEY WEST.
 AA0139'17.0 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC
 AA0139'CHURCH AT KEY WEST, ON PARK KEY, SET ON THE TOP OF THE EAST
 AA0139'END OF THE NORTH CONCRETE CURB OF NORTH HARRIS VIADUCT (BRIDGE
 AA0139'NO. 7 E), 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 AA0139'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AA0139
 AA0139                          STATION RECOVERY (1978)
 AA0139
 AA0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0139'RECOVERED IN GOOD CONDITION.
 AA0139
 AA0139                          STATION RECOVERY (1982)
 AA0139
 AA0139'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0139'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0139'A NEW BRIDGE IS UNDER CONSTRUCTION AND THE MARK WILL BE DESTROYED
 AA0139'WHEN THE OLD BRIDGE IS TORN DOWN.
 AA0139
 AA0139                          STATION RECOVERY (1984)
 AA0139
 AA0139'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0683 ***********************************************************************
 AA0683  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0683  DESIGNATION -  B 272 RESET
 AA0683  PID         -  AA0683
 AA0683  STATE/COUNTY-  FL/MONROE
 AA0683  USGS QUAD   -  SUGARLOAF KEY (1972)
 AA0683
 AA0683                         *CURRENT SURVEY CONTROL
 AA0683  ___________________________________________________________________
 AA0683* NAD 83(1986)-  24 39 02.     (N)    081 33 18.     (W)     SCALED    
 AA0683* NAVD 88     -         3.789  (meters)      12.43   (feet)  ADJUSTED  
 AA0683  ___________________________________________________________________
 AA0683  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AA0683  DYNAMIC HT  -           3.783 (meters)      12.41  (feet)  COMP
 AA0683  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 AA0683
 AA0683  VERT ORDER  -  FIRST     CLASS II
 AA0683
 AA0683.The horizontal coordinates were scaled from a topographic map and have
 AA0683.an estimated accuracy of +/- 6 seconds.
 AA0683
 AA0683.The orthometric height was determined by differential leveling
 AA0683.and adjusted by the National Geodetic Survey in June 1991..
 AA0683
 AA0683.This Tidal Bench Mark is designated as VM 7007
 AA0683.by the Center for Operational Oceanographic Products and Services.
 AA0683
 AA0683.The geoid height was determined by GEOID03.
 AA0683
 AA0683.The dynamic height is computed by dividing the NAVD 88
 AA0683.geopotential number by the normal gravity value computed on the
 AA0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0683.degrees latitude (g = 980.6199 gals.).
 AA0683
 AA0683.The modeled gravity was interpolated from observed gravity values.
 AA0683
 AA0683;                    North         East    Units  Estimated Accuracy
 AA0683;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0683
 AA0683                          SUPERSEDED SURVEY CONTROL
 AA0683
 AA0683  NGVD 29 (09/01/92)    4.206  (m)           13.80   (f) ADJUSTED    1 2
 AA0683
 AA0683.Superseded values are not recommended for survey control.
 AA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0683.See file dsdata.txt to determine how the superseded data were derived.
 AA0683
 AA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0683_MARKER: DB = BENCH MARK DISK
 AA0683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0683_SP_SET: CONCRETE WINGWALL
 AA0683_STAMPING: B 272 RESET 1981
 AA0683_MARK LOGO: NGS   
 AA0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0683+STABILITY: SURFACE MOTION
 AA0683
 AA0683  HISTORY     - Date     Condition        Report By
 AA0683  HISTORY     - 1981     MONUMENTED       NGS
 AA0683  HISTORY     - 1982     GOOD             FLDNR
 AA0683  HISTORY     - 1984     GOOD             USPSQD
 AA0683  HISTORY     - 19881108 GOOD             FLDNR
 AA0683  HISTORY     - 1989     GOOD             USPSQD
 AA0683  HISTORY     - 1990     GOOD             USPSQD
 AA0683
 AA0683                          STATION DESCRIPTION
 AA0683
 AA0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AA0683'27.4 KM (17.0 MI) NE FROM KEY WEST.
 AA0683'27.4 KM (17.0 MI) NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC
 AA0683'CHURCH IN KEY WEST, ON NORTH HARRIS CHANNEL BRIDGE, 8.5 METERS (27.8)
 AA0683'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 1 SOUTHBOUND LANE, 2.7 METERS
 AA0683'(8.9 FT) WEST OF THE NORTHEAST CORNER OF THE WINGWALL RAILING ON THE
 AA0683'NORTHWEST SIDE OF THE BRIDGE, AND 0.6 METER (2.0 FT) NORTHWEST OF THE
 AA0683'CENTER OF A 24-INCH WATER PIPE ON THE NORTHWEST SIDE OF BRIDGE.
 AA0683'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0683
 AA0683                          STATION RECOVERY (1982)
 AA0683
 AA0683'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0683'RECOVERED IN GOOD CONDITION.
 AA0683
 AA0683                          STATION RECOVERY (1984)
 AA0683
 AA0683'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0683'MARK IS AT THE EAST END NORTH ABUTMENT OF THE NEW BRIDGE OVER NORTH
 AA0683'HARRIS CHANNEL ON SUGARLOAF KEY ON US-1 BETWEEN THE 17 AND 18 MILE
 AA0683'MARKERS AS MEASURED FROM THE SOUTH END OF US-1 AT THE MONROE COUNTY
 AA0683'COURTHHOUSE ON WHITEHEAD ST. IN KEY WEST.
 AA0683
 AA0683                          STATION RECOVERY (1988)
 AA0683
 AA0683'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0683'RECOVERED IN GOOD CONDITION.
 AA0683
 AA0683                          STATION RECOVERY (1989)
 AA0683
 AA0683'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0683'RECOVERED IN GOOD CONDITION.
 AA0683
 AA0683                          STATION RECOVERY (1990)
 AA0683
 AA0683'RECOVERY NOTE BY US POWER SQUADRON 1990 (HGB)
 AA0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0224 ***********************************************************************
 AA0224  DESIGNATION -  B 273
 AA0224  PID         -  AA0224
 AA0224  STATE/COUNTY-  FL/MONROE
 AA0224  USGS QUAD   -  BIG PINE KEY (1972)
 AA0224
 AA0224                         *CURRENT SURVEY CONTROL
 AA0224  ___________________________________________________________________
 AA0224* NAD 83(1986)-  24 41 27.     (N)    081 22 11.     (W)     SCALED    
 AA0224* NAVD 88     -         0.982  (meters)       3.22   (feet)  ADJUSTED  
 AA0224  ___________________________________________________________________
 AA0224  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AA0224  DYNAMIC HT  -           0.981 (meters)       3.22  (feet)  COMP
 AA0224  MODELED GRAV-     978,969.6   (mgal)                       NAVD 88
 AA0224
 AA0224  VERT ORDER  -  FIRST     CLASS II
 AA0224
 AA0224.The horizontal coordinates were scaled from a topographic map and have
 AA0224.an estimated accuracy of +/- 6 seconds.
 AA0224
 AA0224.The orthometric height was determined by differential leveling
 AA0224.and adjusted by the National Geodetic Survey in June 1991..
 AA0224
 AA0224.The geoid height was determined by GEOID03.
 AA0224
 AA0224.The dynamic height is computed by dividing the NAVD 88
 AA0224.geopotential number by the normal gravity value computed on the
 AA0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0224.degrees latitude (g = 980.6199 gals.).
 AA0224
 AA0224.The modeled gravity was interpolated from observed gravity values.
 AA0224
 AA0224;                    North         East    Units  Estimated Accuracy
 AA0224;SPC FL E     -    39,650.      162,590.      MT  (+/- 180 meters Scaled)
 AA0224
 AA0224                          SUPERSEDED SURVEY CONTROL
 AA0224
 AA0224  NGVD 29 (09/01/92)    1.406  (m)            4.61   (f) ADJUSTED    1 2
 AA0224
 AA0224.Superseded values are not recommended for survey control.
 AA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0224.See file dsdata.txt to determine how the superseded data were derived.
 AA0224
 AA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH625307(NAD 83)
 AA0224_MARKER: DB = BENCH MARK DISK
 AA0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA0224_STAMPING: B 273 1966
 AA0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0224+STABILITY: SURFACE MOTION
 AA0224
 AA0224  HISTORY     - Date     Condition        Report By
 AA0224  HISTORY     - 1966     MONUMENTED       CGS
 AA0224  HISTORY     - 1968     GOOD             NGS
 AA0224  HISTORY     - 1978     GOOD             NGS
 AA0224  HISTORY     - 1982     GOOD             LOCSUR
 AA0224  HISTORY     - 1984     GOOD             USPSQD
 AA0224  HISTORY     - 1987     GOOD             USPSQD
 AA0224
 AA0224                          STATION DESCRIPTION
 AA0224
 AA0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0224'20.8 MI SW FROM MARATHON.
 AA0224'ABOUT 19.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 AA0224'POST OFFICE AT MARATHON, THENCE 1.7 MILES NORTHWEST ALONG STATE
 AA0224'HIGHWAY 940, ON BIG PINE KEY, AT A ROAD INTERSECTION, 44 FEET
 AA0224'NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 35
 AA0224'FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD, 2 FEET NORTHEAST
 AA0224'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH
 AA0224'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AA0224'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AA0224
 AA0224                          STATION RECOVERY (1968)
 AA0224
 AA0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AA0224'RECOVERED IN GOOD CONDITION.
 AA0224
 AA0224                          STATION RECOVERY (1978)
 AA0224
 AA0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0224'RECOVERED IN GOOD CONDITION.
 AA0224
 AA0224                          STATION RECOVERY (1982)
 AA0224
 AA0224'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AA0224'19.1 MILES SOUTHWEST OF MARATHON POST OFFICE, THEN 1.7 MILES
 AA0224'NORTHWEST ON HIGHWAY 9408 ON BIG PINE KEY, SET ON TOP OF CONCRETE
 AA0224'POST 4' ABOVE GROUND LEVEL.
 AA0224
 AA0224                          STATION RECOVERY (1984)
 AA0224
 AA0224'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0224'ADDITIONAL INFORMATION: STATE HIGHWAY 940 IS NOW KNOWN AS KEY DEER
 AA0224'BLVD AND COUNTY ROAD 940 (C-940), THE EAST-WEST ROAD REFERRED TO IS
 AA0224'NOW CALLED WATSON BLVD.
 AA0224
 AA0224                          STATION RECOVERY (1987)
 AA0224
 AA0224'RECOVERY NOTE BY US POWER SQUADRON 1987 (HGB)
 AA0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1184 ***********************************************************************
 AC1184  DESIGNATION -  B 274
 AC1184  PID         -  AC1184
 AC1184  STATE/COUNTY-  FL/MIAMI-DADE
 AC1184  USGS QUAD   -  HOMESTEAD (1994)
 AC1184
 AC1184                         *CURRENT SURVEY CONTROL
 AC1184  ___________________________________________________________________
 AC1184* NAD 83(1986)-  25 27 17.     (N)    080 28 37.     (W)     SCALED    
 AC1184* NAVD 88     -         1.369  (meters)       4.49   (feet)  ADJUSTED  
 AC1184  ___________________________________________________________________
 AC1184  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AC1184  DYNAMIC HT  -           1.367 (meters)       4.48  (feet)  COMP
 AC1184  MODELED GRAV-     978,977.3   (mgal)                       NAVD 88
 AC1184
 AC1184  VERT ORDER  -  FIRST     CLASS II
 AC1184
 AC1184.The horizontal coordinates were scaled from a topographic map and have
 AC1184.an estimated accuracy of +/- 6 seconds.
 AC1184
 AC1184.The orthometric height was determined by differential leveling
 AC1184.and adjusted by the National Geodetic Survey in June 1991..
 AC1184
 AC1184.The geoid height was determined by GEOID03.
 AC1184
 AC1184.The dynamic height is computed by dividing the NAVD 88
 AC1184.geopotential number by the normal gravity value computed on the
 AC1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1184.degrees latitude (g = 980.6199 gals.).
 AC1184
 AC1184.The modeled gravity was interpolated from observed gravity values.
 AC1184
 AC1184;                    North         East    Units  Estimated Accuracy
 AC1184;SPC FL E     -   124,310.      252,600.      MT  (+/- 180 meters Scaled)
 AC1184
 AC1184                          SUPERSEDED SURVEY CONTROL
 AC1184
 AC1184  NGVD 29 (??/??/92)    1.829  (m)            6.00   (f) ADJ UNCH    1 2
 AC1184
 AC1184.Superseded values are not recommended for survey control.
 AC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1184.See file dsdata.txt to determine how the superseded data were derived.
 AC1184
 AC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ525154(NAD 83)
 AC1184_MARKER: DB = BENCH MARK DISK
 AC1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC1184_SP_SET: CONCRETE BASE
 AC1184_STAMPING: B 274 1966
 AC1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1184
 AC1184  HISTORY     - Date     Condition        Report By
 AC1184  HISTORY     - 1966     MONUMENTED       CGS
 AC1184  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC1184  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AC1184  HISTORY     - 19901230 MARK NOT FOUND   USPSQD
 AC1184  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AC1184
 AC1184                          STATION DESCRIPTION
 AC1184
 AC1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1184'AT FLORIDA CITY.
 AC1184'AT FLORIDA CITY, ALONG S. KROME AVENUE, 125 YARDS SOUTHEAST
 AC1184'OF THE INTERSECTION OF S. KROME AND DAVIS PARKWAY, 18.0 FEET
 AC1184'EAST OF THE CENTER LINE OF THE AVENUE, ABOUT LEVEL WITH THE
 AC1184'AVENUE, AND SET IN THE TOP OF THE SOUTHWEST CORNER OF THE
 AC1184'CONCRETE BASE TO STREET LIGHT POLE NO. 460 H06.
 AC1184
 AC1184                          STATION RECOVERY (1978)
 AC1184
 AC1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC1184'NOT RECOVERED THIS DATE.
 AC1184
 AC1184                          STATION RECOVERY (1987)
 AC1184
 AC1184'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR)
 AC1184'MARK NOT FOUND.
 AC1184
 AC1184                          STATION RECOVERY (1990)
 AC1184
 AC1184'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1184'MARK NOT FOUND.
 AC1184
 AC1184                          STATION RECOVERY (1994)
 AC1184
 AC1184'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1039 ***********************************************************************
 AC1039  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1039  DESIGNATION -  B 275
 AC1039  PID         -  AC1039
 AC1039  STATE/COUNTY-  FL/MONROE
 AC1039  USGS QUAD   -  GARDEN COVE (1969)
 AC1039
 AC1039                         *CURRENT SURVEY CONTROL
 AC1039  ___________________________________________________________________
 AC1039* NAD 83(1986)-  25 10 30.     (N)    080 22 11.     (W)     SCALED    
 AC1039* NAVD 88     -         2.849  (meters)       9.35   (feet)  ADJUSTED  
 AC1039  ___________________________________________________________________
 AC1039  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AC1039  DYNAMIC HT  -           2.845 (meters)       9.33  (feet)  COMP
 AC1039  MODELED GRAV-     978,983.6   (mgal)                       NAVD 88
 AC1039
 AC1039  VERT ORDER  -  FIRST     CLASS II
 AC1039
 AC1039.The horizontal coordinates were scaled from a topographic map and have
 AC1039.an estimated accuracy of +/- 6 seconds.
 AC1039
 AC1039.The orthometric height was determined by differential leveling
 AC1039.and adjusted by the National Geodetic Survey in June 1991..
 AC1039
 AC1039.This Tidal Bench Mark is designated as VM 5935
 AC1039.by the Center for Operational Oceanographic Products and Services.
 AC1039
 AC1039.The geoid height was determined by GEOID03.
 AC1039
 AC1039.The dynamic height is computed by dividing the NAVD 88
 AC1039.geopotential number by the normal gravity value computed on the
 AC1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1039.degrees latitude (g = 980.6199 gals.).
 AC1039
 AC1039.The modeled gravity was interpolated from observed gravity values.
 AC1039
 AC1039;                    North         East    Units  Estimated Accuracy
 AC1039;SPC FL E     -    93,370.      263,530.      MT  (+/- 180 meters Scaled)
 AC1039
 AC1039                          SUPERSEDED SURVEY CONTROL
 AC1039
 AC1039  NGVD 29 (09/01/92)    3.327  (m)           10.92   (f) ADJUSTED    1 2
 AC1039
 AC1039.Superseded values are not recommended for survey control.
 AC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1039.See file dsdata.txt to determine how the superseded data were derived.
 AC1039
 AC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH635844(NAD 83)
 AC1039_MARKER: DB = BENCH MARK DISK
 AC1039_SETTING: 66 = SET IN ROCK OUTCROP
 AC1039_SP_SET: UNDERGROUND ROCK
 AC1039_STAMPING: B 275 1966
 AC1039_MARK LOGO: CGS   
 AC1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC1039+STABILITY: POSITION/ELEVATION WELL
 AC1039
 AC1039  HISTORY     - Date     Condition        Report By
 AC1039  HISTORY     - 1966     MONUMENTED       CGS
 AC1039  HISTORY     - 1982     GOOD             FLDNR
 AC1039  HISTORY     - 1986     GOOD             FLDNR
 AC1039  HISTORY     - 1988     GOOD             USPSQD
 AC1039  HISTORY     - 19901229 MARK NOT FOUND   USPSQD
 AC1039  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AC1039
 AC1039                          STATION DESCRIPTION
 AC1039
 AC1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1039'6.9 MI NE FROM KEY LARGO.
 AC1039'ABOUT 6.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1039'OFFICE AT KEY LARGO, THENCE ABOUT 0.5 MILE NORTHEAST ALONG STATE
 AC1039'HIGHWAY S 905, 78 FEET EAST OF THE CENTER OF THE JUNCTION OF A
 AC1039'GRAVELED ROAD LEADING SOUTHEAST TO GARDEN COVE, 73 FEET NORTHEAST
 AC1039'OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET SOUTHEAST OF THE
 AC1039'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND
 AC1039'SET IN THE TOP OF A LARGE UNDERGROUND ROCK.
 AC1039
 AC1039                          STATION RECOVERY (1982)
 AC1039
 AC1039'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1039'RECOVERED IN GOOD CONDITION.
 AC1039
 AC1039                          STATION RECOVERY (1986)
 AC1039
 AC1039'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC1039'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW POST OFFICE
 AC1039'HAS BEEN BUILT REDUCING THE TO REACH MILEAGE ALONG U.S. HIGHWAY 1 BY
 AC1039'0.4 MILE TO 6.0 MILES NORTHEAST.
 AC1039
 AC1039                          STATION RECOVERY (1988)
 AC1039
 AC1039'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1039'RECOVERED IN GOOD CONDITION.
 AC1039
 AC1039                          STATION RECOVERY (1990)
 AC1039
 AC1039'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1039'MARK NOT FOUND.
 AC1039
 AC1039                          STATION RECOVERY (1994)
 AC1039
 AC1039'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0454 ***********************************************************************
 AC0454  DESIGNATION -  B 276
 AC0454  PID         -  AC0454
 AC0454  STATE/COUNTY-  FL/MONROE
 AC0454  USGS QUAD   -  TAVERNIER (1971)
 AC0454
 AC0454                         *CURRENT SURVEY CONTROL
 AC0454  ___________________________________________________________________
 AC0454* NAD 83(1986)-  25 01 25.     (N)    080 30 36.     (W)     SCALED    
 AC0454* NAVD 88     -         1.037  (meters)       3.40   (feet)  ADJUSTED  
 AC0454  ___________________________________________________________________
 AC0454  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AC0454  DYNAMIC HT  -           1.035 (meters)       3.40  (feet)  COMP
 AC0454  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 AC0454
 AC0454  VERT ORDER  -  FIRST     CLASS II
 AC0454
 AC0454.The horizontal coordinates were scaled from a topographic map and have
 AC0454.an estimated accuracy of +/- 6 seconds.
 AC0454
 AC0454.The orthometric height was determined by differential leveling
 AC0454.and adjusted by the National Geodetic Survey in June 1991..
 AC0454
 AC0454.The geoid height was determined by GEOID03.
 AC0454
 AC0454.The dynamic height is computed by dividing the NAVD 88
 AC0454.geopotential number by the normal gravity value computed on the
 AC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0454.degrees latitude (g = 980.6199 gals.).
 AC0454
 AC0454.The modeled gravity was interpolated from observed gravity values.
 AC0454
 AC0454;                    North         East    Units  Estimated Accuracy
 AC0454;SPC FL E     -    76,550.      249,450.      MT  (+/- 180 meters Scaled)
 AC0454
 AC0454                          SUPERSEDED SURVEY CONTROL
 AC0454
 AC0454  NGVD 29 (09/01/92)    1.508  (m)            4.95   (f) ADJUSTED    1 2
 AC0454
 AC0454.Superseded values are not recommended for survey control.
 AC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0454.See file dsdata.txt to determine how the superseded data were derived.
 AC0454
 AC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH494676(NAD 83)
 AC0454_MARKER: DB = BENCH MARK DISK
 AC0454_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC0454+WITH SETTING: PAVEMENT
 AC0454_SP_SET: CHURCH SIGN FOUNDATION
 AC0454_STAMPING: B 276 1966
 AC0454_MARK LOGO: CGS   
 AC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0454+STABILITY: SURFACE MOTION
 AC0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC0454+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 AC0454
 AC0454  HISTORY     - Date     Condition        Report By
 AC0454  HISTORY     - 1966     MONUMENTED       CGS
 AC0454  HISTORY     - 1979     GOOD             NGS
 AC0454  HISTORY     - 1982     GOOD             FLDNR
 AC0454  HISTORY     - 1987     GOOD             USPSQD
 AC0454  HISTORY     - 1988     GOOD             USPSQD
 AC0454  HISTORY     - 19901115 GOOD             FLDNR
 AC0454  HISTORY     - 19910417 GOOD             USPSQD
 AC0454
 AC0454                          STATION DESCRIPTION
 AC0454
 AC0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0454'0.9 MI NE FROM TAVERNIER.
 AC0454'ABOUT 0.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC0454'OFFICE AT TAVERNIER, ALONG THE NORTHWEST (FRONT) EDGE OF THE
 AC0454'LAWN OF THE BURTON MEMORIAL METHODIST CHURCH, IN THE TOP OF THE
 AC0454'NORTH CORNER OF THE CONCRETE BASE FOR THE CHURCH SIGN WHICH
 AC0454'IS 4-BY-12-FOOT AND PROJECTS 0.5 FOOT, 102 FEET SOUTHEAST OF
 AC0454'AND ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF U.S. HIGHWAY
 AC0454'1, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 AC0454'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AC0454
 AC0454                          STATION RECOVERY (1979)
 AC0454
 AC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC0454'RECOVERED IN GOOD CONDITION.
 AC0454
 AC0454                          STATION RECOVERY (1982)
 AC0454
 AC0454'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC0454'RECOVERED IN GOOD CONDITION.
 AC0454
 AC0454                          STATION RECOVERY (1987)
 AC0454
 AC0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC0454'RECOVERED IN GOOD CONDITION.
 AC0454
 AC0454                          STATION RECOVERY (1988)
 AC0454
 AC0454'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC0454'RECOVERED IN GOOD CONDITION.
 AC0454
 AC0454                          STATION RECOVERY (1990)
 AC0454
 AC0454'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC0454'RECOVERED IN GOOD CONDITION.
 AC0454
 AC0454                          STATION RECOVERY (1991)
 AC0454
 AC0454'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6468 ***********************************************************************
 AL6468  DESIGNATION -  B 277
 AL6468  PID         -  AL6468
 AL6468  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6468  USGS QUAD   -  SULPHUR SPRINGS (1995)
 AL6468
 AL6468                         *CURRENT SURVEY CONTROL
 AL6468  ___________________________________________________________________
 AL6468* NAD 83(1986)-  28 07 24.     (N)    082 29 31.     (W)     SCALED    
 AL6468* NAVD 88     -        18.767  (meters)      61.57   (feet)  ADJUSTED  
 AL6468  ___________________________________________________________________
 AL6468  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AL6468  DYNAMIC HT  -          18.739 (meters)      61.48  (feet)  COMP
 AL6468  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 AL6468
 AL6468  VERT ORDER  -  FIRST     CLASS II
 AL6468
 AL6468.The horizontal coordinates were scaled from a topographic map and have
 AL6468.an estimated accuracy of +/- 6 seconds.
 AL6468
 AL6468.The orthometric height was determined by differential leveling
 AL6468.and adjusted by the National Geodetic Survey in June 1991..
 AL6468
 AL6468.The geoid height was determined by GEOID03.
 AL6468
 AL6468.The dynamic height is computed by dividing the NAVD 88
 AL6468.geopotential number by the normal gravity value computed on the
 AL6468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6468.degrees latitude (g = 980.6199 gals.).
 AL6468
 AL6468.The modeled gravity was interpolated from observed gravity values.
 AL6468
 AL6468;                    North         East    Units  Estimated Accuracy
 AL6468;SPC FL W     -   419,970.      151,670.      MT  (+/- 180 meters Scaled)
 AL6468
 AL6468                          SUPERSEDED SURVEY CONTROL
 AL6468
 AL6468  NGVD 29 (??/??/92)   19.019  (m)           62.40   (f) ADJ UNCH    1 2
 AL6468
 AL6468.Superseded values are not recommended for survey control.
 AL6468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6468.See file dsdata.txt to determine how the superseded data were derived.
 AL6468
 AL6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM534117(NAD 83)
 AL6468_MARKER: DB = BENCH MARK DISK
 AL6468_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AL6468_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AL6468_STAMPING: B 277 1966
 AL6468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6468
 AL6468  HISTORY     - Date     Condition        Report By
 AL6468  HISTORY     - 1966     MONUMENTED       CGS
 AL6468  HISTORY     - 19910319 GOOD             USPSQD
 AL6468  HISTORY     - 20010811 GOOD             USPSQD
 AL6468
 AL6468                          STATION DESCRIPTION
 AL6468
 AL6468'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6468'4.7 MI SW FROM LUTZ.
 AL6468'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST
 AL6468'OFFICE AT LUTZ, THENCE ABOUT 2.45 MILES NORTHWEST ALONG CRENSHAW
 AL6468'LAKE ROAD, NEAR THE T JUNCTION OF VAN DYKE ROAD, 169 FEET SOUTH
 AL6468'OF THE CENTER LINE OF VAN DYKE ROAD, 25.5 FEET WEST OF THE
 AL6468'CENTER LINE OF CRENSHAW LAKE ROAD, 8 FEET SOUTH OF THE 1ST
 AL6468'POWER POLE SOUTH OF VAN DYKE ROAD, 7.0 FEET SOUTH OF A FENCE
 AL6468'CORNER POST, 0.5 FOOT EAST OF THE FENCE LINE, 1.8 FOOT NORTH
 AL6468'OF A WOODEN WITNESS POST WITH PLAQUE, ABOUT LEVEL WITH THE ROAD
 AL6468'AND IS A DISK WELDED ON TOP OF A 3 1/2-INCH BY 4-FOOT LONG
 AL6468'IRON PIPE PROJECTING 0.5 FOOT.
 AL6468
 AL6468                          STATION RECOVERY (1991)
 AL6468
 AL6468'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AL6468'RECOVERED IN GOOD CONDITION.
 AL6468
 AL6468                          STATION RECOVERY (2001)
 AL6468
 AL6468'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0393 ***********************************************************************
 AA0393  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0393  DESIGNATION -  B 278
 AA0393  PID         -  AA0393
 AA0393  STATE/COUNTY-  FL/MONROE
 AA0393  USGS QUAD   -  LONG KEY (1971)
 AA0393
 AA0393                         *CURRENT SURVEY CONTROL
 AA0393  ___________________________________________________________________
 AA0393* NAD 83(1986)-  24 50 19.     (N)    080 45 28.     (W)     SCALED    
 AA0393* NAVD 88     -         2.223  (meters)       7.29   (feet)  ADJUSTED  
 AA0393  ___________________________________________________________________
 AA0393  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AA0393  DYNAMIC HT  -           2.219 (meters)       7.28  (feet)  COMP
 AA0393  MODELED GRAV-     978,975.3   (mgal)                       NAVD 88
 AA0393
 AA0393  VERT ORDER  -  FIRST     CLASS II
 AA0393
 AA0393.The horizontal coordinates were scaled from a topographic map and have
 AA0393.an estimated accuracy of +/- 6 seconds.
 AA0393
 AA0393.The orthometric height was determined by differential leveling
 AA0393.and adjusted by the National Geodetic Survey in June 1991..
 AA0393.WARNING-Repeat measurements at this control monument indicate possible
 AA0393.vertical movement.
 AA0393
 AA0393.This Tidal Bench Mark is designated as VM 10895
 AA0393.by the Center for Operational Oceanographic Products and Services.
 AA0393
 AA0393.The geoid height was determined by GEOID03.
 AA0393
 AA0393.The dynamic height is computed by dividing the NAVD 88
 AA0393.geopotential number by the normal gravity value computed on the
 AA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0393.degrees latitude (g = 980.6199 gals.).
 AA0393
 AA0393.The modeled gravity was interpolated from observed gravity values.
 AA0393
 AA0393;                    North         East    Units  Estimated Accuracy
 AA0393;SPC FL E     -    55,990.      224,480.      MT  (+/- 180 meters Scaled)
 AA0393
 AA0393                          SUPERSEDED SURVEY CONTROL
 AA0393
 AA0393  NGVD 29 (09/01/92)    2.682  (m)            8.80   (f) ADJUSTED    1 2
 AA0393
 AA0393.Superseded values are not recommended for survey control.
 AA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0393.See file dsdata.txt to determine how the superseded data were derived.
 AA0393
 AA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH244470(NAD 83)
 AA0393_MARKER: DB = BENCH MARK DISK
 AA0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA0393_SP_SET: CONCRETE ANCHOR BLOCK
 AA0393_STAMPING: B 278 1960
 AA0393_MARK LOGO: CGS   
 AA0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0393
 AA0393  HISTORY     - Date     Condition        Report By
 AA0393  HISTORY     - 1966     MONUMENTED       CGS
 AA0393  HISTORY     - 1979     GOOD             NGS
 AA0393  HISTORY     - 1982     GOOD             FLDNR
 AA0393  HISTORY     - 1982     GOOD             NGS
 AA0393  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AA0393  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AA0393
 AA0393                          STATION DESCRIPTION
 AA0393
 AA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0393'10.6 MI SW FROM ISLAMORADA.
 AA0393'10.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0393'AT ISLAMORADA, ABOUT 0.4 MILE SOUTHWEST OF THE SOUTHWEST
 AA0393'END OF A 0.35 MILE LONG HIGHWAY BRIDGE OVER CHANNEL NO. 2,
 AA0393'IN THE TOP NEAR THE CENTER OF A 10-FOOT SQUARE CONCRETE ANCHOR
 AA0393'BLOCK FOR WATER LINE, 39.0 FEET SOUTHEAST OF THE CENTER LINE
 AA0393'OF THE HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 AA0393'HIGHWAY.
 AA0393
 AA0393                          STATION RECOVERY (1979)
 AA0393
 AA0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0393'RECOVERED IN GOOD CONDITION.
 AA0393
 AA0393                          STATION RECOVERY (1982)
 AA0393
 AA0393'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0393'RECOVERED IN GOOD CONDITION.
 AA0393
 AA0393                          STATION RECOVERY (1982)
 AA0393
 AA0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AA0393'A NEW 14 BY 20 FOOT ANCHOR BLOCK IS BEING BUILT TO THE SOUTHWEST. IF
 AA0393'OLD ANCHOR 10.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0393'OFFICE IN ISLAMORADA, ABOUT 0.4 MILE SOUTHWEST OF THE END OF BRIDGE
 AA0393'OVER CHANNEL 2, IN THE TOP NEAR CENTER OF A 10-FOOT SQUARE CONCRETE
 AA0393'ANCHOR BLOCK FOR AQUEDUCT, 41.5 FEET SOUTHWEST OF CONCRETE POWERLINE
 AA0393'POLE NUMBER 954, 39.0 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 1
 AA0393'AND 37.0 FEET NORTHWEST OF THE WATER EDGE.
 AA0393
 AA0393                          STATION RECOVERY (1987)
 AA0393
 AA0393'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AA0393'MARK NOT FOUND.
 AA0393
 AA0393                          STATION RECOVERY (1988)
 AA0393
 AA0393'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AA0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0684 ***********************************************************************
 AA0684  DESIGNATION -  B 278 RESET 1982
 AA0684  PID         -  AA0684
 AA0684  STATE/COUNTY-  FL/MONROE
 AA0684  USGS QUAD   -  LONG KEY (1971)
 AA0684
 AA0684                         *CURRENT SURVEY CONTROL
 AA0684  ___________________________________________________________________
 AA0684* NAD 83(1986)-  24 50 19.     (N)    080 45 28.     (W)     SCALED    
 AA0684* NAVD 88     -         1.64   (meters)       5.4    (feet)  RESET     
 AA0684  ___________________________________________________________________
 AA0684  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AA0684
 AA0684  VERT ORDER  -  THIRD
 AA0684
 AA0684.The horizontal coordinates were scaled from a topographic map and have
 AA0684.an estimated accuracy of +/- 6 seconds.
 AA0684
 AA0684.The orthometric height was computed from unverified reset data.
 AA0684.No vertical observational check was made to the station.
 AA0684
 AA0684.The geoid height was determined by GEOID03.
 AA0684
 AA0684;                    North         East    Units  Estimated Accuracy
 AA0684;SPC FL E     -    55,990.      224,480.      MT  (+/- 180 meters Scaled)
 AA0684
 AA0684                          SUPERSEDED SURVEY CONTROL
 AA0684
 AA0684  NGVD 29 (08/19/04)    2.11   (m)            6.9    (f) RESET       3  
 AA0684
 AA0684.Superseded values are not recommended for survey control.
 AA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0684.See file dsdata.txt to determine how the superseded data were derived.
 AA0684
 AA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH244470(NAD 83)
 AA0684_MARKER: DB = BENCH MARK DISK
 AA0684_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA0684_SP_SET: WELL BOX
 AA0684_STAMPING: B 278 RESET 1982
 AA0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0684
 AA0684  HISTORY     - Date     Condition        Report By
 AA0684  HISTORY     - 1982     MONUMENTED       NGS
 AA0684  HISTORY     - 1983     GOOD             LOCSUR
 AA0684
 AA0684                          STATION DESCRIPTION
 AA0684
 AA0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AA0684'10.65 MI SW FROM ISLAMORADA.
 AA0684'10.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0684'IN ISLAMORADA, ABOUT 0.45 MILE SOUTHWEST OF THE END OF A BRIDGE
 AA0684'OVER CHANNEL 2, IN THE TOP AND AT THE SOUTH CORNER OF THE WELL
 AA0684'BOX FOR THE AQUEDUCT PIPE THAT IS FLUSH WITH THE CORAL ROCK FILL,
 AA0684'143.0 FEET NORTHEAST OF THE CENTER OF CONCRETE POWERLINE POLE NO.
 AA0684'956, 102.5 FEET SOUTHWEST OF THE CENTER OF CONCRETE POWERLINE POLE
 AA0684'NO. 955, 52.0 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 1, AND
 AA0684'1.6 FEET SOUTH OF THE IRON WELL COVER AND IN THE SOUTH CORNER
 AA0684'OF A 14 BY 20 FOOT CONCRETE COVERED WELL.
 AA0684'THE MARK IS 3.0 FT BELOW HIGHWAY.
 AA0684
 AA0684                          STATION RECOVERY (1983)
 AA0684
 AA0684'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AA0684'LOCATED ABOUT 10.7 MILES SOUTHWEST ALONG US HWY. 1 FROM THE POST
 AA0684'OFFICE AT ISLAMORADA, ABOUT 0.5 MILE SOUTHWEST OF THE SOUTHWEST END
 AA0684'OF A 0.35 MILE ALONG HIGHWAY BRIDGE OVER CHANNEL 2, SET IN THE TOP OF
 AA0684'THE SOUTHWEST CORNER OF A CONCRETE BASE ABOUT 18 X 14 FEET WITH
 AA0684'MANHOLE DOORS FOR LARGE WATER LINE, 50 FEET SOUTH OF THE CENTER LINE
 AA0684'OF THE HIGHWAY AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0349 ***********************************************************************
 AA0349  DESIGNATION -  B 279
 AA0349  PID         -  AA0349
 AA0349  STATE/COUNTY-  FL/MONROE
 AA0349  USGS QUAD   -  GRASSY KEY (1990)
 AA0349
 AA0349                         *CURRENT SURVEY CONTROL
 AA0349  ___________________________________________________________________
 AA0349* NAD 83(1986)-  24 45 40.     (N)    080 57 09.     (W)     SCALED    
 AA0349* NAVD 88     -         0.871  (meters)       2.86   (feet)  ADJUSTED  
 AA0349  ___________________________________________________________________
 AA0349  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AA0349  DYNAMIC HT  -           0.870 (meters)       2.85  (feet)  COMP
 AA0349  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 AA0349
 AA0349  VERT ORDER  -  FIRST     CLASS II
 AA0349
 AA0349.The horizontal coordinates were scaled from a topographic map and have
 AA0349.an estimated accuracy of +/- 6 seconds.
 AA0349
 AA0349.The orthometric height was determined by differential leveling
 AA0349.and adjusted by the National Geodetic Survey in May 1994..
 AA0349.WARNING-Repeat measurements at this control monument indicate possible
 AA0349.vertical movement.
 AA0349
 AA0349.The geoid height was determined by GEOID03.
 AA0349
 AA0349.The dynamic height is computed by dividing the NAVD 88
 AA0349.geopotential number by the normal gravity value computed on the
 AA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0349.degrees latitude (g = 980.6199 gals.).
 AA0349
 AA0349.The modeled gravity was interpolated from observed gravity values.
 AA0349
 AA0349;                    North         East    Units  Estimated Accuracy
 AA0349;SPC FL E     -    47,380.      204,800.      MT  (+/- 180 meters Scaled)
 AA0349
 AA0349                          SUPERSEDED SURVEY CONTROL
 AA0349
 AA0349  NAVD 88 (06/15/91)    0.877  (m)            2.88   (f) UNKNOWN     1 2
 AA0349  NGVD 29 (09/01/92)    1.322  (m)            4.34   (f) ADJUSTED    1 2
 AA0349
 AA0349.Superseded values are not recommended for survey control.
 AA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0349.See file dsdata.txt to determine how the superseded data were derived.
 AA0349
 AA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH048384(NAD 83)
 AA0349_MARKER: DB = BENCH MARK DISK
 AA0349_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA0349_SP_SET: PREFAB CONC. BLOCK IN EARTH
 AA0349_STAMPING: B 279 1966
 AA0349_MARK LOGO: CGS   
 AA0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0349
 AA0349  HISTORY     - Date     Condition        Report By
 AA0349  HISTORY     - 1966     MONUMENTED       CGS
 AA0349  HISTORY     - 1979     GOOD             NGS
 AA0349  HISTORY     - 1982     GOOD             FLDNR
 AA0349  HISTORY     - 1987     GOOD             USPSQD
 AA0349  HISTORY     - 1988     GOOD             USPSQD
 AA0349  HISTORY     - 19901019 GOOD             FLDNR
 AA0349  HISTORY     - 20060218 GOOD             USPSQD
 AA0349
 AA0349                          STATION DESCRIPTION
 AA0349
 AA0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0349'8.4 MI NE FROM MARATHON.
 AA0349'8.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 AA0349'MARATHON, ALSO ABOUT 9.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 1
 AA0349'FROM THE POST OFFICE AT LAYTON, ABOUT 0.1 MILE NORTHEAST OF THE
 AA0349'JUNCTION OF A BLACK TOPPED ROAD LEADING NORTHWEST, 111 FEET
 AA0349'SOUTHWEST OF THE CENTER LINE OF A DRIVE LEADING SOUTHEAST TO A
 AA0349'HOUSE TRAILER, 44.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AA0349'HIGHWAY, 3 FEET SOUTHWEST OF POWER POLE B 453, 1.3 FEET NORTHEAST
 AA0349'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 AA0349'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AA0349'FOOT.
 AA0349
 AA0349                          STATION RECOVERY (1979)
 AA0349
 AA0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0349'RECOVERED IN GOOD CONDITION.
 AA0349
 AA0349                          STATION RECOVERY (1982)
 AA0349
 AA0349'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0349'RECOVERED IN GOOD CONDITION.
 AA0349
 AA0349                          STATION RECOVERY (1987)
 AA0349
 AA0349'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AA0349'RECOVERED IN GOOD CONDITION.
 AA0349
 AA0349                          STATION RECOVERY (1988)
 AA0349
 AA0349'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AA0349'RECOVERED IN GOOD CONDITION.
 AA0349
 AA0349                          STATION RECOVERY (1990)
 AA0349
 AA0349'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0349'RECOVERED IN GOOD CONDITION.
 AA0349
 AA0349                          STATION RECOVERY (2006)
 AA0349
 AA0349'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0349'2.4 FOOT NORTHERLY OF WALL AND 3.6 FOOT WESTERLY OF TELEPHONE POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1226 ***********************************************************************
 AR1226  DESIGNATION -  B 280
 AR1226  PID         -  AR1226
 AR1226  STATE/COUNTY-  FL/LEVY
 AR1226  USGS QUAD   -  CEDAR KEY (1993)
 AR1226
 AR1226                         *CURRENT SURVEY CONTROL
 AR1226  ___________________________________________________________________
 AR1226* NAD 83(1986)-  29 09 40.     (N)    083 01 43.     (W)     SCALED    
 AR1226* NAVD 88     -         1.438  (meters)       4.72   (feet)  ADJUSTED  
 AR1226  ___________________________________________________________________
 AR1226  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AR1226  DYNAMIC HT  -           1.436 (meters)       4.71  (feet)  COMP
 AR1226  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 AR1226
 AR1226  VERT ORDER  -  FIRST     CLASS I
 AR1226
 AR1226.The horizontal coordinates were scaled from a topographic map and have
 AR1226.an estimated accuracy of +/- 6 seconds.
 AR1226
 AR1226.The orthometric height was determined by differential leveling
 AR1226.and adjusted by the National Geodetic Survey in June 1991..
 AR1226
 AR1226.The geoid height was determined by GEOID03.
 AR1226
 AR1226.The dynamic height is computed by dividing the NAVD 88
 AR1226.geopotential number by the normal gravity value computed on the
 AR1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1226.degrees latitude (g = 980.6199 gals.).
 AR1226
 AR1226.The modeled gravity was interpolated from observed gravity values.
 AR1226
 AR1226;                    North         East    Units  Estimated Accuracy
 AR1226;SPC FL W     -   535,320.       99,930.      MT  (+/- 180 meters Scaled)
 AR1226
 AR1226                          SUPERSEDED SURVEY CONTROL
 AR1226
 AR1226  NGVD 29 (??/??/92)    1.640  (m)            5.38   (f) ADJ UNCH    1 1
 AR1226
 AR1226.Superseded values are not recommended for survey control.
 AR1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1226.See file dsdata.txt to determine how the superseded data were derived.
 AR1226
 AR1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN026275(NAD 83)
 AR1226_MARKER: DB = BENCH MARK DISK
 AR1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1226_STAMPING: B 280 1966
 AR1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1226+STABILITY: SURFACE MOTION
 AR1226
 AR1226  HISTORY     - Date     Condition        Report By
 AR1226  HISTORY     - 1966     MONUMENTED       CGS
 AR1226  HISTORY     - 1967     GOOD             NGS
 AR1226  HISTORY     - 1988     GOOD             USPSQD
 AR1226  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AR1226
 AR1226                          STATION DESCRIPTION
 AR1226
 AR1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR1226'1.7 MI NE FROM CEDAR KEY.
 AR1226'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE
 AR1226'METHODIST CHURCH AT CEDAR KEY, IN SECTION 20, R 13 E, T 15 S,
 AR1226'ON HAVENS ISLAND, ABOUT 0.25 MILE SOUTHWEST OF THE SOUTH END
 AR1226'OF A LONG WOODEN BRIDGE, ABOUT 0.1 MILE NORTHEAST OF THE CENTER
 AR1226'OF A CURVE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AR1226'1.3 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 AR1226'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AR1226'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AR1226
 AR1226                          STATION RECOVERY (1988)
 AR1226
 AR1226'RECOVERY NOTE BY US POWER SQUADRON 1988 (ASK)
 AR1226'RECOVERED IN GOOD CONDITION.
 AR1226
 AR1226                          STATION RECOVERY (1989)
 AR1226
 AR1226'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1452 ***********************************************************************
 AR1452  DESIGNATION -  B 280 RESET 1973
 AR1452  PID         -  AR1452
 AR1452  STATE/COUNTY-  FL/LEVY
 AR1452  USGS QUAD   -  CEDAR KEY (1993)
 AR1452
 AR1452                         *CURRENT SURVEY CONTROL
 AR1452  ___________________________________________________________________
 AR1452* NAD 83(1986)-  29 09 40.     (N)    083 01 43.     (W)     SCALED    
 AR1452* NAVD 88     -         1.47   (meters)       4.8    (feet)  RESET     
 AR1452  ___________________________________________________________________
 AR1452  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AR1452
 AR1452  VERT ORDER  -  THIRD
 AR1452
 AR1452.The horizontal coordinates were scaled from a topographic map and have
 AR1452.an estimated accuracy of +/- 6 seconds.
 AR1452
 AR1452.The orthometric height was computed from unverified reset data.
 AR1452
 AR1452.The geoid height was determined by GEOID03.
 AR1452
 AR1452;                    North         East    Units  Estimated Accuracy
 AR1452;SPC FL W     -   535,320.       99,930.      MT  (+/- 180 meters Scaled)
 AR1452
 AR1452                          SUPERSEDED SURVEY CONTROL
 AR1452
 AR1452.No superseded survey control is available for this station.
 AR1452
 AR1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN026275(NAD 83)
 AR1452_MARKER: DB = BENCH MARK DISK
 AR1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1452_STAMPING: B 280 RESET 1973
 AR1452_PROJECTION: FLUSH
 AR1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1452+STABILITY: SURFACE MOTION
 AR1452
 AR1452  HISTORY     - Date     Condition        Report By
 AR1452  HISTORY     - 1973     MONUMENTED       NGS
 AR1452  HISTORY     - 1989     GOOD             USPSQD
 AR1452
 AR1452                          STATION DESCRIPTION
 AR1452
 AR1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AR1452'2.20 MI NE FROM CEDAR KEY.
 AR1452'0.15 MILE WESTERLY ALONG STREET FROM THE POST OFFICE IN CEDAR
 AR1452'KEY, THENCE 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 24, 77.0
 AR1452'FEET SOUTHEAST OF THE CENTER OF NEW STATE HIGHWAY 24, 30.0 FEET
 AR1452'NORTHWEST OF A POWERLINE POLE, 38.5 FEET SOUTHWEST OF A PALM TREE,
 AR1452'18.0 FEET SOUTHEAST OF THE CENTER OF OLD STATE HIGHWAY 24, AND
 AR1452'4.0 FEET NORTHEAST OF THE CENTER OF A 15-INCH CEDAR TREE.
 AR1452'THE MARK IS 1.7 FT  SW FROM A WITNESS POST.
 AR1452
 AR1452                          STATION RECOVERY (1989)
 AR1452
 AR1452'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AR1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0624 ***********************************************************************
 AR0624  DESIGNATION -  B 281
 AR0624  PID         -  AR0624
 AR0624  STATE/COUNTY-  FL/LEVY
 AR0624  USGS QUAD   -  CHIEFLAND (1993)
 AR0624
 AR0624                         *CURRENT SURVEY CONTROL
 AR0624  ___________________________________________________________________
 AR0624* NAD 83(1986)-  29 29 12.     (N)    082 51 34.     (W)     SCALED    
 AR0624* NAVD 88     -        11.804  (meters)      38.73   (feet)  ADJUSTED  
 AR0624  ___________________________________________________________________
 AR0624  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AR0624  DYNAMIC HT  -          11.788 (meters)      38.67  (feet)  COMP
 AR0624  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 AR0624
 AR0624  VERT ORDER  -  FIRST     CLASS I
 AR0624
 AR0624.The horizontal coordinates were scaled from a topographic map and have
 AR0624.an estimated accuracy of +/- 6 seconds.
 AR0624
 AR0624.The orthometric height was determined by differential leveling
 AR0624.and adjusted by the National Geodetic Survey in June 1991..
 AR0624
 AR0624.The geoid height was determined by GEOID03.
 AR0624
 AR0624.The dynamic height is computed by dividing the NAVD 88
 AR0624.geopotential number by the normal gravity value computed on the
 AR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0624.degrees latitude (g = 980.6199 gals.).
 AR0624
 AR0624.The modeled gravity was interpolated from observed gravity values.
 AR0624
 AR0624;                    North         East    Units  Estimated Accuracy
 AR0624;SPC FL W     -   571,280.      116,660.      MT  (+/- 180 meters Scaled)
 AR0624
 AR0624                          SUPERSEDED SURVEY CONTROL
 AR0624
 AR0624  NGVD 29 (??/??/92)   12.004  (m)           39.38   (f) ADJ UNCH    1 1
 AR0624
 AR0624.Superseded values are not recommended for survey control.
 AR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0624.See file dsdata.txt to determine how the superseded data were derived.
 AR0624
 AR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN197633(NAD 83)
 AR0624_MARKER: DB = BENCH MARK DISK
 AR0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AR0624_SP_SET: CONCRETE BASE
 AR0624_STAMPING: B 281 1966
 AR0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0624
 AR0624  HISTORY     - Date     Condition        Report By
 AR0624  HISTORY     - 1966     MONUMENTED       CGS
 AR0624  HISTORY     - 1967     GOOD             NGS
 AR0624  HISTORY     - 1988     GOOD             USPSQD
 AR0624  HISTORY     - 19960223 GOOD             USPSQD
 AR0624
 AR0624                          STATION DESCRIPTION
 AR0624
 AR0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0624'AT CHIEFLAND.
 AR0624'AT CHIEFLAND, ABOUT 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 19
 AR0624'AND 98 FROM THE CITY HALL, IN FRONT OF THE ENTRANCE TO THE
 AR0624'CHIEFLAND HIGH SCHOOL, NEAR THE JUNCTION OF U.S. HIGHWAY 27
 AR0624'ALTERNATE, SET ON THE TOP OF THE NORTH CORNER OF THE CONCRETE
 AR0624'BASE SUPPORTING A 12-INCH METAL PIPE FOR HIGHWAY SIGN, IN SECTION
 AR0624'36, R 14 E, T 11 S, BETWEEN THE LANES OF HIGHWAY 19 AND 98,
 AR0624'33 FEET SOUTH OF THE CENTER OF THE JUNCTION OF HIGHWAYS AND 1
 AR0624'FOOT ABOVE THE LEVEL OF THE HIGHWAYS.
 AR0624
 AR0624                          STATION RECOVERY (1988)
 AR0624
 AR0624'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AR0624'RECOVERED IN GOOD CONDITION.
 AR0624
 AR0624                          STATION RECOVERY (1996)
 AR0624
 AR0624'RECOVERY NOTE BY US POWER SQUADRON 1996
 AR0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0056 ***********************************************************************
 AR0056  DESIGNATION -  B 282
 AR0056  PID         -  AR0056
 AR0056  STATE/COUNTY-  FL/DIXIE
 AR0056  USGS QUAD   -  CROSS CITY WEST (1993)
 AR0056
 AR0056                         *CURRENT SURVEY CONTROL
 AR0056  ___________________________________________________________________
 AR0056* NAD 83(1986)-  29 41 28.     (N)    083 12 31.     (W)     SCALED    
 AR0056* NAVD 88     -        12.140  (meters)      39.83   (feet)  ADJUSTED  
 AR0056  ___________________________________________________________________
 AR0056  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AR0056  DYNAMIC HT  -          12.123 (meters)      39.77  (feet)  COMP
 AR0056  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 AR0056
 AR0056  VERT ORDER  -  FIRST     CLASS I
 AR0056
 AR0056.The horizontal coordinates were scaled from a topographic map and have
 AR0056.an estimated accuracy of +/- 6 seconds.
 AR0056
 AR0056.The orthometric height was determined by differential leveling
 AR0056.and adjusted by the National Geodetic Survey in June 1991..
 AR0056
 AR0056.The geoid height was determined by GEOID03.
 AR0056
 AR0056.The dynamic height is computed by dividing the NAVD 88
 AR0056.geopotential number by the normal gravity value computed on the
 AR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0056.degrees latitude (g = 980.6199 gals.).
 AR0056
 AR0056.The modeled gravity was interpolated from observed gravity values.
 AR0056
 AR0056;                    North         East    Units  Estimated Accuracy
 AR0056;SPC FL N     -    77,320.      724,980.      MT  (+/- 180 meters Scaled)
 AR0056
 AR0056                          SUPERSEDED SURVEY CONTROL
 AR0056
 AR0056  NGVD 29 (??/??/92)   12.347  (m)           40.51   (f) ADJ UNCH    1 1
 AR0056
 AR0056.Superseded values are not recommended for survey control.
 AR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0056.See file dsdata.txt to determine how the superseded data were derived.
 AR0056
 AR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN863866(NAD 83)
 AR0056_MARKER: DB = BENCH MARK DISK
 AR0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0056_STAMPING: B 282 1966
 AR0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0056+STABILITY: SURFACE MOTION
 AR0056
 AR0056  HISTORY     - Date     Condition        Report By
 AR0056  HISTORY     - 1966     MONUMENTED       CGS
 AR0056  HISTORY     - 1967     GOOD             NGS
 AR0056  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 AR0056  HISTORY     - 19981020 MARK NOT FOUND   USPSQD
 AR0056
 AR0056                          STATION DESCRIPTION
 AR0056
 AR0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR0056'5 MI SE FROM HINES.
 AR0056'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 357 FROM THE CROSSING OF
 AR0056'THE ATLANTIC COAST LINE RAILROAD AT HINES, THENCE 2.6 MILES
 AR0056'SOUTHEAST ALONG STATE HIGHWAY 358, IN SECTION 22, R 11 E, T 9 S,
 AR0056'ABOUT 0.3 MILE EAST OF A 50-FOOT WOODEN BRIDGE OVER A CANAL (THE
 AR0056'2ND BRIDGE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 19 AND 98,
 AR0056'NEAR THE JUNCTION OF A WOODS ROAD LEADING SOUTH, 40 1/2 FEET SOUTH
 AR0056'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER
 AR0056'LINE OF THE WOODS ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST,
 AR0056'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 AR0056'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 AR0056'GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 2.9 MILES WEST
 AR0056'ALONG U.S. HIGHWAY 19 AND 98 FROM THE ATLANTIC COAST LINE
 AR0056'RAILROAD STATION AT CROSS CITY, THENCE 3.3 MILES NORTHWEST
 AR0056'ALONG STATE HIGHWAY 358 TO BENCH MARK ON LEFT.
 AR0056
 AR0056                          STATION RECOVERY (1998)
 AR0056
 AR0056'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0056'MARK NOT FOUND.
 AR0056
 AR0056                          STATION RECOVERY (1998)
 AR0056
 AR0056'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3929 ***********************************************************************
 BE3929  DESIGNATION -  B 283 RESET
 BE3929  PID         -  BE3929
 BE3929  STATE/COUNTY-  FL/WAKULLA
 BE3929  USGS QUAD   -  ST MARKS (1992)
 BE3929
 BE3929                         *CURRENT SURVEY CONTROL
 BE3929  ___________________________________________________________________
 BE3929* NAD 83(1986)-  30 11 45.     (N)    084 11 46.     (W)     SCALED    
 BE3929* NAVD 88     -         3.76   (meters)      12.3    (feet)  RESET     
 BE3929  ___________________________________________________________________
 BE3929  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BE3929
 BE3929  VERT ORDER  -  THIRD
 BE3929
 BE3929.The horizontal coordinates were scaled from a topographic map and have
 BE3929.an estimated accuracy of +/- 6 seconds.
 BE3929
 BE3929.The orthometric height was computed from unverified reset data.
 BE3929.No vertical observational check was made to the station.
 BE3929
 BE3929.The geoid height was determined by GEOID03.
 BE3929
 BE3929;                    North         East    Units  Estimated Accuracy
 BE3929;SPC FL N     -   132,590.      629,260.      MT  (+/- 180 meters Scaled)
 BE3929
 BE3929                          SUPERSEDED SURVEY CONTROL
 BE3929
 BE3929  NGVD 29 (08/19/04)    3.96   (m)           13.0    (f) RESET       3  
 BE3929
 BE3929.Superseded values are not recommended for survey control.
 BE3929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3929.See file dsdata.txt to determine how the superseded data were derived.
 BE3929
 BE3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU699438(NAD 83)
 BE3929_MARKER: DB = BENCH MARK DISK
 BE3929_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3929_SP_SET: HEADWALL
 BE3929_STAMPING: B 283 RESET 1985
 BE3929_MARK LOGO: NGS   
 BE3929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3929+STABILITY: SURFACE MOTION
 BE3929
 BE3929  HISTORY     - Date     Condition        Report By
 BE3929  HISTORY     - 1985     MONUMENTED       NGS
 BE3929  HISTORY     - 19990218 GOOD             USPSQD
 BE3929
 BE3929                          STATION DESCRIPTION
 BE3929
 BE3929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BE3929'1.8 KM (1.10 MI) WEST FROM NEWPORT.
 BE3929'1.76 KM (1.10 MI) WEST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE OVER THE
 BE3929'ST MARKS RIVER IN NEWPORT, IN SECTION 26, R1E, T3S, 1.92 KM (1.20 MI)
 BE3929'EAST OF THE JUNCTION OF U.S. HIGHWAY 98 AND STATE HIGHWAY 363, 37.0
 BE3929'FEET (11.28 M) SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 67.0 FEET
 BE3929'(20.42 M) WEST-NORTHWEST OF A 24-INCH OAK TREE AND 87.0 FEET (26.53 M)
 BE3929'SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBERED 5-23093, IN THE EAST END
 BE3929'OF CONCRETE HEADWALL.
 BE3929'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 BE3929'THE MARK IS 0.5 M BELOW HIGHWAY.
 BE3929
 BE3929                          STATION RECOVERY (1999)
 BE3929
 BE3929'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE3929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0035 ***********************************************************************
 AR0035  DESIGNATION -  B 284
 AR0035  PID         -  AR0035
 AR0035  STATE/COUNTY-  FL/TAYLOR
 AR0035  USGS QUAD   -  CLARA (1993)
 AR0035
 AR0035                         *CURRENT SURVEY CONTROL
 AR0035  ___________________________________________________________________
 AR0035* NAD 83(1986)-  29 48 09.     (N)    083 19 43.     (W)     SCALED    
 AR0035* NAVD 88     -         8.927  (meters)      29.29   (feet)  ADJUSTED  
 AR0035  ___________________________________________________________________
 AR0035  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AR0035  DYNAMIC HT  -           8.916 (meters)      29.25  (feet)  COMP
 AR0035  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 AR0035
 AR0035  VERT ORDER  -  SECOND    CLASS I
 AR0035
 AR0035.The horizontal coordinates were scaled from a topographic map and have
 AR0035.an estimated accuracy of +/- 6 seconds.
 AR0035
 AR0035.The orthometric height was determined by differential leveling
 AR0035.and adjusted by the National Geodetic Survey in July 2004..
 AR0035
 AR0035.The geoid height was determined by GEOID03.
 AR0035
 AR0035.The dynamic height is computed by dividing the NAVD 88
 AR0035.geopotential number by the normal gravity value computed on the
 AR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0035.degrees latitude (g = 980.6199 gals.).
 AR0035
 AR0035.The modeled gravity was interpolated from observed gravity values.
 AR0035
 AR0035;                    North         East    Units  Estimated Accuracy
 AR0035;SPC FL N     -    89,540.      713,240.      MT  (+/- 180 meters Scaled)
 AR0035
 AR0035                          SUPERSEDED SURVEY CONTROL
 AR0035
 AR0035  NAVD 88 (06/15/91)    8.964  (m)           29.41   (f) UNKNOWN     1 1
 AR0035  NGVD 29 (??/??/92)    9.161  (m)           30.06   (f) ADJ UNCH    1 1
 AR0035
 AR0035.Superseded values are not recommended for survey control.
 AR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0035.See file dsdata.txt to determine how the superseded data were derived.
 AR0035
 AR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN749991(NAD 83)
 AR0035_MARKER: DB = BENCH MARK DISK
 AR0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0035_STAMPING: B 284 1966
 AR0035_MARK LOGO: CGS   
 AR0035_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AR0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0035+STABILITY: SURFACE MOTION
 AR0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR0035+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1992
 AR0035
 AR0035  HISTORY     - Date     Condition        Report By
 AR0035  HISTORY     - 1966     MONUMENTED       CGS
 AR0035  HISTORY     - 1972     GOOD             NGS
 AR0035  HISTORY     - 19920329 GOOD             NGS
 AR0035
 AR0035                          STATION DESCRIPTION
 AR0035
 AR0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AR0035'9 MI SSE FROM SALEM.
 AR0035'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  6.4 MILES
 AR0035'SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE IN SALEM TO
 AR0035'A SIDE ROAD LEFT.  TURN LEFT (EAST) THENCE SOUTH ALONG OLD U.S.
 AR0035'HIGHWAY 19 FOR 1.15 MILES TO A SIDE ROAD LEFT, THENCE LEFT (EAST)
 AR0035'ALONG SAND ROAD FOR 0.3 MILES, 80.5 FEET SOUTH-SOUTHEAST OF THE
 AR0035'RAILROAD CROSSING, 30.9 FEET SOUTHWEST OF THE WEST RAIL OF THE
 AR0035'RAILROAD TRACK, 3 FEET SOUTHEAST OF A METAL WITNESS POST, SET
 AR0035'IN A ROUND CONCRETE POST AND PROJECTS 1-INCH ABOVE THE GROUND.
 AR0035
 AR0035                          STATION RECOVERY (1992)
 AR0035
 AR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AR0035'THE MARK IS ABOUT 10.2 MI (16.4 KM) NORTHEAST OF STEINHATCHEE, 1.8
 AR0035'NORTH OF TENNILLE IN SECTION 9, T 8 S, R 10 E. TO REACH THE MARK FROM
 AR0035'THE INTERSECTION OF U.S. HIGHWAY 19, 27, 98 AND STATE ROAD 51 IN
 AR0035'TENNILLE, GO NORTH ON STATE ROAD 51 FOR 1.4 MI (2.3 KM) TO A SIDE ROAD
 AR0035'ON THE LEFT (THE OLD RAILROAD BED), TURN LEFT ON THE OLD RAILROAD BED
 AR0035'ROAD AND GO NORTH-NORTHWEST FOR 0.7 MI (1.1 KM) TO THE MARK ON THE
 AR0035'LEFT, JUST BEFORE A DIM WOODS ROAD, SET IN THE TOP OF A CONCRETE
 AR0035'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND
 AR0035'ABOUT LEVEL WITH THE ROAD. LOCATED ABOUT 0.1 MI (0.2 KM) SOUTHEAST OF
 AR0035'THE SOUTHEAST END OF A SMALL WOODEN BRIDGE, 72.2 FT (22.0 M) SOUTHEAST
 AR0035'OF THE APPROXIMATE CENTERLINE OF THE ROAD, 32.0 FT (9.8 M) SOUTHWEST
 AR0035'OF THE APPROXIMATE CENTERLINE OF THE DIM WOODS ROAD AND 1.0 FT (0.3 M)
 AR0035'NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0519 ***********************************************************************
 BD0519  DESIGNATION -  B 285
 BD0519  PID         -  BD0519
 BD0519  STATE/COUNTY-  FL/TAYLOR
 BD0519  USGS QUAD   -  HAMPTON SPRINGS (1993)
 BD0519
 BD0519                         *CURRENT SURVEY CONTROL
 BD0519  ___________________________________________________________________
 BD0519* NAD 83(1986)-  30 05 41.     (N)    083 38 05.     (W)     SCALED    
 BD0519* NAVD 88     -         8.091  (meters)      26.55   (feet)  ADJUSTED  
 BD0519  ___________________________________________________________________
 BD0519  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BD0519  DYNAMIC HT  -           8.081 (meters)      26.51  (feet)  COMP
 BD0519  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 BD0519
 BD0519  VERT ORDER  -  FIRST     CLASS I
 BD0519
 BD0519.The horizontal coordinates were scaled from a topographic map and have
 BD0519.an estimated accuracy of +/- 6 seconds.
 BD0519
 BD0519.The orthometric height was determined by differential leveling
 BD0519.and adjusted by the National Geodetic Survey in June 1991..
 BD0519
 BD0519.The geoid height was determined by GEOID03.
 BD0519
 BD0519.The dynamic height is computed by dividing the NAVD 88
 BD0519.geopotential number by the normal gravity value computed on the
 BD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0519.degrees latitude (g = 980.6199 gals.).
 BD0519
 BD0519.The modeled gravity was interpolated from observed gravity values.
 BD0519
 BD0519;                    North         East    Units  Estimated Accuracy
 BD0519;SPC FL N     -   121,660.      683,400.      MT  (+/- 180 meters Scaled)
 BD0519
 BD0519                          SUPERSEDED SURVEY CONTROL
 BD0519
 BD0519  NGVD 29 (??/??/92)    8.298  (m)           27.22   (f) ADJ UNCH    1 1
 BD0519
 BD0519.Superseded values are not recommended for survey control.
 BD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0519.See file dsdata.txt to determine how the superseded data were derived.
 BD0519
 BD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP460322(NAD 83)
 BD0519_MARKER: DB = BENCH MARK DISK
 BD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0519_STAMPING: B 285 1966
 BD0519_MARK LOGO: NONE  
 BD0519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0519+STABILITY: SURFACE MOTION
 BD0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BD0519+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1992
 BD0519
 BD0519  HISTORY     - Date     Condition        Report By
 BD0519  HISTORY     - 1966     MONUMENTED       CGS
 BD0519  HISTORY     - 1967     GOOD             NGS
 BD0519  HISTORY     - 19920308 GOOD             NGS
 BD0519
 BD0519                          STATION DESCRIPTION
 BD0519
 BD0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BD0519'3 MI W FROM PERRY.
 BD0519'ABOUT 3.05 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 BD0519'OF U.S. HIGHWAY 19 AT PERRY, ABOUT 1.0 MILE EAST OF THE JUNCTION
 BD0519'OF STATE HIGHWAY S 356, IN SECTION 33, R 7 E, T 4 S, 154 YARDS
 BD0519'WEST OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A DOUBLE
 BD0519'30-INCH PIPE CULVERT UNDER THE HIGHWAY, 166 YARDS EAST OF THE EAST
 BD0519'END OF THE SOUTH CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT
 BD0519'UNDER THE HIGHWAY, 51 FEET SOUTH OF THE CENTER LINE OF THE
 BD0519'HIGHWAY, 4 1/2 FEET WEST OF A POWER LINE POLE, 2 FEET NORTH OF
 BD0519'A FENCE LINE, 1 1/2 FEET EAST OF A METAL WITNESS POST, 5 FEET
 BD0519'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BD0519'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BD0519
 BD0519                          STATION RECOVERY (1992)
 BD0519
 BD0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 BD0519'THE MARK IS ABOUT 3.3 MI (5.3 KM) WEST OF PERRY IN SECTION 33, T 4 S,
 BD0519'R 7 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 WEST AND
 BD0519'U.S. HIGHWAY 19, GO WEST ON U.S. HIGHWAY 98 WEST FOR 3.3 MI (5.3 KM)
 BD0519'TO THE MARK ON THE LEFT, SET ON THE TOP OF A CONCRETE POST AND
 BD0519'PROJECTING 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND ABOUT 4.0 FT
 BD0519'(1.2 M) BELOW THE LEVEL OF U.S. HIGHWAY 98.  ABOUT 1.05 MI (1.69 KM)
 BD0519'EAST OF THE JUNCTION OF COUNTY ROAD 356 SOUTH. LOCATED ABOUT 166.0
 BD0519'YARDS EAST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 36-INCH
 BD0519'PIPE CULVERT UNDER U.S. HIGHWAY 98 WEST, ABOUT 154.0 FT (46.9 M) WEST
 BD0519'OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE 30-INCH
 BD0519'PIPE CULVERT UNDER U.S. HIGHWAY 98 WEST, 50.1 FT (15.3 M) SOUTH OF THE
 BD0519'CENTERLINE OF U.S. HIGHWAY 98 WEST, 10.0 FT (3.0 M) EAST OF A POWER
 BD0519'POLE AND 0.9 FT (27.4 CM) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1172 ***********************************************************************
 BE1172  DESIGNATION -  B 286
 BE1172  PID         -  BE1172
 BE1172  STATE/COUNTY-  FL/JEFFERSON
 BE1172  USGS QUAD   -  ST MARKS NE (1982)
 BE1172
 BE1172                         *CURRENT SURVEY CONTROL
 BE1172  ___________________________________________________________________
 BE1172* NAD 83(1986)-  30 11 20.     (N)    084 02 43.     (W)     SCALED    
 BE1172* NAVD 88     -         3.772  (meters)      12.38   (feet)  ADJUSTED  
 BE1172  ___________________________________________________________________
 BE1172  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BE1172  DYNAMIC HT  -           3.767 (meters)      12.36  (feet)  COMP
 BE1172  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 BE1172
 BE1172  VERT ORDER  -  FIRST     CLASS I
 BE1172
 BE1172.The horizontal coordinates were scaled from a topographic map and have
 BE1172.an estimated accuracy of +/- 6 seconds.
 BE1172
 BE1172.The orthometric height was determined by differential leveling
 BE1172.and adjusted by the National Geodetic Survey in June 1991..
 BE1172
 BE1172.The geoid height was determined by GEOID03.
 BE1172
 BE1172.The dynamic height is computed by dividing the NAVD 88
 BE1172.geopotential number by the normal gravity value computed on the
 BE1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1172.degrees latitude (g = 980.6199 gals.).
 BE1172
 BE1172.The modeled gravity was interpolated from observed gravity values.
 BE1172
 BE1172;                    North         East    Units  Estimated Accuracy
 BE1172;SPC FL N     -   131,870.      643,790.      MT  (+/- 180 meters Scaled)
 BE1172
 BE1172                          SUPERSEDED SURVEY CONTROL
 BE1172
 BE1172  NGVD 29 (??/??/92)    3.974  (m)           13.04   (f) ADJ UNCH    1 1
 BE1172
 BE1172.Superseded values are not recommended for survey control.
 BE1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1172.See file dsdata.txt to determine how the superseded data were derived.
 BE1172
 BE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU844434(NAD 83)
 BE1172_MARKER: DB = BENCH MARK DISK
 BE1172_SETTING: 66 = SET IN ROCK OUTCROP
 BE1172_SP_SET: ROCK OUTCROP
 BE1172_STAMPING: B 286 1966
 BE1172_MARK LOGO: CGS   
 BE1172_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BE1172+STABILITY: POSITION/ELEVATION WELL
 BE1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1172+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1993
 BE1172
 BE1172  HISTORY     - Date     Condition        Report By
 BE1172  HISTORY     - 1966     MONUMENTED       CGS
 BE1172  HISTORY     - 1967     GOOD             NGS
 BE1172  HISTORY     - 1989     GOOD             USPSQD
 BE1172  HISTORY     - 1990     GOOD             USPSQD
 BE1172  HISTORY     - 19930203 GOOD             FLDNR
 BE1172
 BE1172                          STATION DESCRIPTION
 BE1172
 BE1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1172'7.9 MI E FROM NEWPORT.
 BE1172'ABOUT 7.9 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE
 BE1172'OVER THE ST MARKS RIVER AT NEWPORT, IN SECTION 29, R 3 E,
 BE1172'T 3 S, ABOUT 0.25 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 BE1172'59 LEADING NORTH, NEAR THE JUNCTION OF A PRIVATE SAND ROAD LEADING
 BE1172'SOUTH, SET ON THE TOP OF A 6-BY-3-FOOT OUTCROP WHICH PROJECTS
 BE1172'3 INCHES ABOVE THE LEVEL OF THE GROUND, 49 FEET SOUTH OF THE
 BE1172'CENTER LINE OF THE HIGHWAY, 46 FEET EAST OF THE CENTER LINE
 BE1172'OF THE PRIVATE ROAD, 20 FEET EAST OF POWER POLE NO. 1XX-5434R,
 BE1172'3 FEET NORTH OF A FENCE LINE, AND ABOUT 3 FEET BELOW THE LEVEL
 BE1172'OF THE HIGHWAY.
 BE1172
 BE1172                          STATION RECOVERY (1989)
 BE1172
 BE1172'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE1172'RECOVERED IN GOOD CONDITION.
 BE1172
 BE1172                          STATION RECOVERY (1990)
 BE1172
 BE1172'RECOVERY NOTE BY US POWER SQUADRON 1990 (GEO)
 BE1172'RECOVERED IN GOOD CONDITION.
 BE1172
 BE1172                          STATION RECOVERY (1993)
 BE1172
 BE1172'RECOVERY NOTE BY FL DEPT OF NAT RES 1993 (PBM)
 BE1172'THE MARK IS ABOUT 30 MI (48.3 KM) WEST OF PERRY AND 8 MI (12.9 KM)
 BE1172'EAST OF NEWPORT IN SECTION 29, TOWNSHIP 3 SOUTH, RANGE 3 EAST. TO
 BE1172'REACH THE MARK FROM THE U.S. HIGHWAY 98 BRIDGE OVER THE ST. MARKS
 BE1172'RIVER IN NEWPORT GO EAST ON U.S. HIGHWAY 98 FOR 7.65 MI (12.31 KM) TO
 BE1172'THE JUNCTION OF STATE HIGHWAY 59, CONTINUE EAST ON U.S. HIGHWAY 98 FOR
 BE1172'0.25 MI (0.40 KM) TO A PRIVATE SAND ROAD LEADING SOUTH AND THE MARK ON
 BE1172'THE RIGHT. LOCATED 49.0 FT (14.9 M) SOUTH OF THE CENTERLINE OF THE
 BE1172'HIGHWAY, 46.2 FT (14.1 M) EAST OF THE CENTERLINE OF THE SAND ROAD,
 BE1172'20.1 FT (6.1 M) EAST OF A POWER POLE, 5.0 FT (1.5 M) SOUTH OF A
 BE1172'CARSONITE WITNESS POST, 3.0 FT (0.9 M) NORTH OF A FENCE LINE AND THE
 BE1172'MARK IS SET IN THE TOP OF A 6 FT (1.8 M) BY 3 FT (0.9 M) ROCK OUTCROP
 BE1172'PROJECTING 0.25 FT (7.62 CM) ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1047 ***********************************************************************
 BE1047  DESIGNATION -  B 287
 BE1047  PID         -  BE1047
 BE1047  STATE/COUNTY-  FL/LEON
 BE1047  USGS QUAD   -  TALLAHASSEE (1976)
 BE1047
 BE1047                         *CURRENT SURVEY CONTROL
 BE1047  ___________________________________________________________________
 BE1047* NAD 83(1986)-  30 23 02.     (N)    084 20 18.     (W)     SCALED    
 BE1047* NAVD 88     -        10.040  (meters)      32.94   (feet)  ADJUSTED  
 BE1047  ___________________________________________________________________
 BE1047  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE1047  DYNAMIC HT  -          10.026 (meters)      32.89  (feet)  COMP
 BE1047  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 BE1047
 BE1047  VERT ORDER  -  FIRST     CLASS I
 BE1047
 BE1047.The horizontal coordinates were scaled from a topographic map and have
 BE1047.an estimated accuracy of +/- 6 seconds.
 BE1047
 BE1047.The orthometric height was determined by differential leveling
 BE1047.and adjusted by the National Geodetic Survey in June 1991..
 BE1047
 BE1047.The geoid height was determined by GEOID03.
 BE1047
 BE1047.The dynamic height is computed by dividing the NAVD 88
 BE1047.geopotential number by the normal gravity value computed on the
 BE1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1047.degrees latitude (g = 980.6199 gals.).
 BE1047
 BE1047.The modeled gravity was interpolated from observed gravity values.
 BE1047
 BE1047;                    North         East    Units  Estimated Accuracy
 BE1047;SPC FL N     -   153,410.      615,540.      MT  (+/- 180 meters Scaled)
 BE1047
 BE1047                          SUPERSEDED SURVEY CONTROL
 BE1047
 BE1047  NGVD 29 (??/??/92)   10.240  (m)           33.60   (f) ADJ UNCH    1 1
 BE1047
 BE1047.Superseded values are not recommended for survey control.
 BE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1047.See file dsdata.txt to determine how the superseded data were derived.
 BE1047
 BE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU557643(NAD 83)
 BE1047_MARKER: DB = BENCH MARK DISK
 BE1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1047_STAMPING: B 287 1966
 BE1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1047+STABILITY: SURFACE MOTION
 BE1047
 BE1047  HISTORY     - Date     Condition        Report By
 BE1047  HISTORY     - 1966     MONUMENTED       CGS
 BE1047  HISTORY     - 1967     GOOD             NGS
 BE1047
 BE1047                          STATION DESCRIPTION
 BE1047
 BE1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1047'3.9 MI SW FROM TALLAHASSEE.
 BE1047'3.90 MILES SOUTHWEST ALONG STATE HIGHWAY 373 FROM THE SEABOARD
 BE1047'AIR LINE RAILROAD OVERPASS IN TALLAHASSEE, IN SECTION 21, R L W,
 BE1047'T 1 S, 44 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A NARROW
 BE1047'WOODS ROAD TO THE EAST, 30 FEET SOUTHEAST OF THE CENTER LINE OF
 BE1047'THE HIGHWAY, 16 FEET SOUTHWEST OF A POST MARKING AN
 BE1047'UNDERGROUND CABLE, 1.4 FEET NORTHEAST OF A METAL WITNESS POST,
 BE1047'ABOUT 1.5 FEET BELOW THE HIGHWAY AND IN A CONCRETE POST THAT
 BE1047'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1304 ***********************************************************************
 BE1304  DESIGNATION -  B 288
 BE1304  PID         -  BE1304
 BE1304  STATE/COUNTY-  FL/WAKULLA
 BE1304  USGS QUAD   -  SANBORN (1990)
 BE1304
 BE1304                         *CURRENT SURVEY CONTROL
 BE1304  ___________________________________________________________________
 BE1304* NAD 83(1986)-  30 00 47.     (N)    084 30 07.     (W)     SCALED    
 BE1304* NAVD 88     -         4.065  (meters)      13.34   (feet)  ADJUSTED  
 BE1304  ___________________________________________________________________
 BE1304  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BE1304  DYNAMIC HT  -           4.060 (meters)      13.32  (feet)  COMP
 BE1304  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BE1304
 BE1304  VERT ORDER  -  FIRST     CLASS I
 BE1304
 BE1304.The horizontal coordinates were scaled from a topographic map and have
 BE1304.an estimated accuracy of +/- 6 seconds.
 BE1304
 BE1304.The orthometric height was determined by differential leveling
 BE1304.and adjusted by the National Geodetic Survey in June 1991..
 BE1304
 BE1304.The geoid height was determined by GEOID03.
 BE1304
 BE1304.The dynamic height is computed by dividing the NAVD 88
 BE1304.geopotential number by the normal gravity value computed on the
 BE1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1304.degrees latitude (g = 980.6199 gals.).
 BE1304
 BE1304.The modeled gravity was interpolated from observed gravity values.
 BE1304
 BE1304;                    North         East    Units  Estimated Accuracy
 BE1304;SPC FL N     -   112,290.      599,810.      MT  (+/- 180 meters Scaled)
 BE1304
 BE1304                          SUPERSEDED SURVEY CONTROL
 BE1304
 BE1304  NGVD 29 (??/??/92)    4.25   (m)           13.9    (f) COMPUTED    1 1
 BE1304
 BE1304.Superseded values are not recommended for survey control.
 BE1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1304.See file dsdata.txt to determine how the superseded data were derived.
 BE1304
 BE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU409228(NAD 83)
 BE1304_MARKER: DB = BENCH MARK DISK
 BE1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE1304_SP_SET: BRIDGE
 BE1304_STAMPING: B 288 1967
 BE1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1304
 BE1304  HISTORY     - Date     Condition        Report By
 BE1304  HISTORY     - 1967     MONUMENTED       CGS
 BE1304  HISTORY     - 1984     GOOD             NOS
 BE1304  HISTORY     - 1985     GOOD             USPSQD
 BE1304  HISTORY     - 1986     GOOD             USPSQD
 BE1304  HISTORY     - 1987     GOOD             USPSQD
 BE1304  HISTORY     - 1988     GOOD             USPSQD
 BE1304  HISTORY     - 19950901 GOOD             USPSQD
 BE1304
 BE1304                          STATION DESCRIPTION
 BE1304
 BE1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE1304'3.3 MI S FROM SOPCHOPPY.
 BE1304'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 319 FROM THE JUNCTION
 BE1304'OF STATE HIGHWAY 375 AT SOPCHOPPY, IN SECTION 26, R 3 W, T 5 S,
 BE1304'ABOUT 0.55 MILES SOUTH OF A 200-FOOT LONG WOODEN BRIDGE OVER
 BE1304'THE SOPCHOPPY RIVER, SET ON THE TOP OF THE WING WALL AT THE
 BE1304'SOUTHWEST CORNER OF A 20-FOOT CONCRETE BRIDGE OVER LITTLE TIDE
 BE1304'CREEK, 16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 BE1304'LEVEL WITH THE HIGHWAY.
 BE1304
 BE1304                          STATION RECOVERY (1984)
 BE1304
 BE1304'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 BE1304'WOODEN BRIDGE IN DESC. REPLACED BY CONCRETE BRIDGE.
 BE1304
 BE1304                          STATION RECOVERY (1985)
 BE1304
 BE1304'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE1304'RECOVERED IN GOOD CONDITION.
 BE1304
 BE1304                          STATION RECOVERY (1986)
 BE1304
 BE1304'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 BE1304'RECOVERED IN GOOD CONDITION.
 BE1304
 BE1304                          STATION RECOVERY (1987)
 BE1304
 BE1304'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE1304'RECOVERED IN GOOD CONDITION.
 BE1304
 BE1304                          STATION RECOVERY (1988)
 BE1304
 BE1304'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE1304'RECOVERED IN GOOD CONDITION.
 BE1304
 BE1304                          STATION RECOVERY (1995)
 BE1304
 BE1304'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0545 ***********************************************************************
 BD0545  DESIGNATION -  B 289
 BD0545  PID         -  BD0545
 BD0545  STATE/COUNTY-  FL/TAYLOR
 BD0545  USGS QUAD   -  PERRY (1993)
 BD0545
 BD0545                         *CURRENT SURVEY CONTROL
 BD0545  ___________________________________________________________________
 BD0545* NAD 83(1986)-  30 05 15.     (N)    083 34 19.     (W)     SCALED    
 BD0545* NAVD 88     -        12.960  (meters)      42.52   (feet)  ADJUSTED  
 BD0545  ___________________________________________________________________
 BD0545  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BD0545  DYNAMIC HT  -          12.942 (meters)      42.46  (feet)  COMP
 BD0545  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 BD0545
 BD0545  VERT ORDER  -  FIRST     CLASS I
 BD0545
 BD0545.The horizontal coordinates were scaled from a topographic map and have
 BD0545.an estimated accuracy of +/- 6 seconds.
 BD0545
 BD0545.The orthometric height was determined by differential leveling
 BD0545.and adjusted by the National Geodetic Survey in June 1991..
 BD0545
 BD0545.The geoid height was determined by GEOID03.
 BD0545
 BD0545.The dynamic height is computed by dividing the NAVD 88
 BD0545.geopotential number by the normal gravity value computed on the
 BD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0545.degrees latitude (g = 980.6199 gals.).
 BD0545
 BD0545.The modeled gravity was interpolated from observed gravity values.
 BD0545
 BD0545;                    North         East    Units  Estimated Accuracy
 BD0545;SPC FL N     -   120,910.      689,460.      MT  (+/- 180 meters Scaled)
 BD0545
 BD0545                          SUPERSEDED SURVEY CONTROL
 BD0545
 BD0545  NGVD 29 (??/??/92)   13.158  (m)           43.17   (f) ADJ UNCH    1 1
 BD0545
 BD0545.Superseded values are not recommended for survey control.
 BD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0545.See file dsdata.txt to determine how the superseded data were derived.
 BD0545
 BD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP521312(NAD 83)
 BD0545_MARKER: DB = BENCH MARK DISK
 BD0545_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BD0545_SP_SET: 26.5 FEET
 BD0545_STAMPING: B 289 1966
 BD0545_MARK LOGO: CGS   
 BD0545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BD0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BD0545+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1992
 BD0545
 BD0545  HISTORY     - Date     Condition        Report By
 BD0545  HISTORY     - 1966     MONUMENTED       CGS
 BD0545  HISTORY     - 1967     GOOD             NGS
 BD0545  HISTORY     - 1975     GOOD             NGS
 BD0545  HISTORY     - 1981     GOOD             FLDNR
 BD0545  HISTORY     - 19920308 GOOD             NGS
 BD0545
 BD0545                          STATION DESCRIPTION
 BD0545
 BD0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BD0545'0.9 MI SE FROM PERRY.
 BD0545'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 19 AND 98 FROM
 BD0545'THE JUNCTION OF U.S. HIGHWAY 221 AT PERRY, IN SECTION 36, R
 BD0545'7 E, T 4 S, NEAR THE JUNCTION OF A SAND ROAD LEADING NORTHEAST
 BD0545'OF A WOODEN FRAME HOUSE PAINTED WHITE, 12 FEET NORTHEAST OF THE
 BD0545'NORTHEAST CURB OF THE HIGHWAY, 60 FEET SOUTHEAST OF THE CENTER
 BD0545'LINE OF THE SAND ROAD, 22 FEET SOUTHEAST OF THE CENTER OF THE
 BD0545'TOP OF A ROUNDED 24-INCH MANHOLE COVER, 3 FEET NORTHWEST OF
 BD0545'POWER LINE POLE NO. 156, 1 1/2 FEET SOUTHEAST OF A METAL WITNESS
 BD0545'POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP
 BD0545'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL
 BD0545'OF THE GROUND AND PROTECTED BY A 6 INCH CAST IRON PIPE WHICH
 BD0545'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 BD0545'WAS DRIVEN TO REFUSAL AT A DEPTH OF 26.5 FEET.
 BD0545
 BD0545                          STATION RECOVERY (1975)
 BD0545
 BD0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BD0545'RECOVERED IN GOOD CONDITION.
 BD0545
 BD0545                          STATION RECOVERY (1981)
 BD0545
 BD0545'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 BD0545'RECOVERED IN GOOD CONDITION.
 BD0545
 BD0545                          STATION RECOVERY (1992)
 BD0545
 BD0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 BD0545'THE MARK IS ABOUT 1.95 MI (3.14 KM) SOUTH OF PERRY IN SECTION 36, T 4
 BD0545'S, R 7 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 WEST
 BD0545'AND U.S. HIGHWAY 19, GO SOUTH ON U.S. HIGHWAYS 98 AND 19 (JEFFERSON
 BD0545'STREET) FOR 1.05 MI (1.69 KM) TO THE JUNCTION OF U.S. HIGHWAY 221
 BD0545'NORTH ON THE LEFT AND STATE ROAD 361-A SOUTH (PUCKETT ROAD) ON THE
 BD0545'RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 98 AND 19 FOR 0.9 MI (1.4 KM) TO
 BD0545'THE MARK ON THE LEFT, SET ON THE TOP OF A COPPER CLAD STEEL ROD DRIVEN
 BD0545'TO REFUSAL AT A DEPTH OF 26.5 FT (8.1 M) AND PROTECTED BY A 6-INCH
 BD0545'CAST IRON PIPE, RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE
 BD0545'GROUND. LOCATED 59.2 FT (18.0 M) SOUTHEAST OF THE APPROXIMATE
 BD0545'CENTERLINE OF THE DIM SAND DRIVEWAY LEADING NORTHEAST TO A WHITE
 BD0545'WOODEN HOUSE, 37.6 FT (11.5 M) NORTHEAST OF A POWER POLE NUMBER N 156,
 BD0545'22.4 FT (6.8 M) SOUTHEAST OF A 2.0 FT (0.6 M) DIAMETER MANHOLE COVER,
 BD0545'12.0 FT (3.7 M) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY AND 1.5
 BD0545'FT (0.5 M) SOUTHEAST OF A METAL WITNESS POST. MARK WAS NOT LEVELED TO
 BD0545'THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0734 ***********************************************************************
 AR0734  DESIGNATION -  B 29 RESET
 AR0734  PID         -  AR0734
 AR0734  STATE/COUNTY-  FL/ALACHUA
 AR0734  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR0734
 AR0734                         *CURRENT SURVEY CONTROL
 AR0734  ___________________________________________________________________
 AR0734* NAD 83(1986)-  29 38 41.     (N)    082 19 29.     (W)     SCALED    
 AR0734* NAVD 88     -        42.13   (meters)     138.2    (feet)  RESET     
 AR0734  ___________________________________________________________________
 AR0734  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR0734
 AR0734  VERT ORDER  -  THIRD
 AR0734
 AR0734.The horizontal coordinates were scaled from a topographic map and have
 AR0734.an estimated accuracy of +/- 6 seconds.
 AR0734
 AR0734.The orthometric height was computed from unverified reset data.
 AR0734.No vertical observational check was made to the station.
 AR0734
 AR0734.The geoid height was determined by GEOID03.
 AR0734
 AR0734;                    North         East    Units  Estimated Accuracy
 AR0734;SPC FL N     -    73,480.      810,610.      MT  (+/- 180 meters Scaled)
 AR0734
 AR0734                          SUPERSEDED SURVEY CONTROL
 AR0734
 AR0734  NGVD 29 (08/19/04)   42.39   (m)          139.1    (f) RESET       3  
 AR0734
 AR0734.Superseded values are not recommended for survey control.
 AR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0734.See file dsdata.txt to determine how the superseded data were derived.
 AR0734
 AR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN717801(NAD 83)
 AR0734_MARKER: DS = TRIANGULATION STATION DISK
 AR0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0734_SP_SET: CONCRETE POST
 AR0734_STAMPING: B 29 RESET 1975
 AR0734_MARK LOGO: NGS   
 AR0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0734+STABILITY: SURFACE MOTION
 AR0734
 AR0734  HISTORY     - Date     Condition        Report By
 AR0734  HISTORY     - 1975     MONUMENTED       NGS
 AR0734  HISTORY     - 19750602 GOOD             NGS
 AR0734
 AR0734                          STATION DESCRIPTION
 AR0734
 AR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AR0734'0.6 MILE (1.0 KM) SOUTH ALONG SOUTH MAIN STREET FROM ITS JUNCTION WITH
 AR0734'UNIVERSITY AVENUE IN DOWNTOWN GAINESVILLE, IN SOUTHWEST ANGLE OF
 AR0734'INTERSECTION OF SOUTH MAIN STREET AND S.W.  DEPOT AVENUE, 108 FEET
 AR0734'(32.9 M) NORTHEAST OF THE NORTHEAST CORNER OF THE HUGHES SUPPLY
 AR0734'BUILDING, 101 FEET (30.8 M) SOUTHWEST OF THE INTERSECTION OF SOUTH
 AR0734'MAIN STREET AND SW DEPOT AVENUE, 36 FEET (11.0 M) WEST-NORTHWEST OF
 AR0734'THE CENTER OF SOUTH MAIN STREET, 31 FEET (9.4 M) SOUTH OF THE SOUTH
 AR0734'RAIL OF THE RAILROAD TRACK, 3.8 FEET (1.2 M) SOUTH-SOUTHWEST OF THE
 AR0734'CENTER OF A POWER LINE POLE, 1.9 FEET (0.6 M) SOUTH OF A METAL
 AR0734'WITNESS POST AND A DISK SET IN THE TOP OF A 10 INCH ROUND CONCRETE
 AR0734'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0904 ***********************************************************************
 BE0904  DESIGNATION -  B 290
 BE0904  PID         -  BE0904
 BE0904  STATE/COUNTY-  FL/BAY
 BE0904  USGS QUAD   -  NORTH OF ALLANTON (1982)
 BE0904
 BE0904                         *CURRENT SURVEY CONTROL
 BE0904  ___________________________________________________________________
 BE0904* NAD 83(1986)-  30 08 57.     (N)    085 27 57.     (W)     SCALED    
 BE0904* NAVD 88     -        12.978  (meters)      42.58   (feet)  ADJUSTED  
 BE0904  ___________________________________________________________________
 BE0904  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE0904  DYNAMIC HT  -          12.961 (meters)      42.52  (feet)  COMP
 BE0904  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BE0904
 BE0904  VERT ORDER  -  FIRST     CLASS I
 BE0904
 BE0904.The horizontal coordinates were scaled from a topographic map and have
 BE0904.an estimated accuracy of +/- 6 seconds.
 BE0904
 BE0904.The orthometric height was determined by differential leveling
 BE0904.and adjusted by the National Geodetic Survey in June 1991..
 BE0904
 BE0904.The geoid height was determined by GEOID03.
 BE0904
 BE0904.The dynamic height is computed by dividing the NAVD 88
 BE0904.geopotential number by the normal gravity value computed on the
 BE0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0904.degrees latitude (g = 980.6199 gals.).
 BE0904
 BE0904.The modeled gravity was interpolated from observed gravity values.
 BE0904
 BE0904;                    North         East    Units  Estimated Accuracy
 BE0904;SPC FL N     -   127,780.      506,960.      MT  (+/- 180 meters Scaled)
 BE0904
 BE0904                          SUPERSEDED SURVEY CONTROL
 BE0904
 BE0904  NGVD 29 (??/??/92)   13.134  (m)           43.09   (f) ADJ UNCH    1 1
 BE0904
 BE0904.Superseded values are not recommended for survey control.
 BE0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0904.See file dsdata.txt to determine how the superseded data were derived.
 BE0904
 BE0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU477363(NAD 83)
 BE0904_MARKER: DB = BENCH MARK DISK
 BE0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0904_STAMPING: B 290 1967
 BE0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0904+STABILITY: SURFACE MOTION
 BE0904
 BE0904  HISTORY     - Date     Condition        Report By
 BE0904  HISTORY     - 1967     MONUMENTED       CGS
 BE0904  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BE0904  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE0904
 BE0904                          STATION DESCRIPTION
 BE0904
 BE0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0904'7.4 MI E FROM CALLAWAY.
 BE0904'ABOUT 7.45 MILES EAST ALONG STATE HIGHWAY 22 FROM THE INTERSECTION
 BE0904'OF U.S. HIGHWAY 98 AT CALLAWAY, IN SECTION 8, R 12 W, T 4 S,
 BE0904'0.4 MILE EAST OF A CULVERT FOR COOKS BAYOU, NEAR THE JUNCTION OF
 BE0904'A SAND ROAD LEADING NORTH, 189 FEET SOUTHEAST OF AND ACROSS THE
 BE0904'HIGHWAY FROM POWER LINE POLE 152, 54 FEET NORTH OF THE CNETER LINE
 BE0904'OF THE HIGHWAY, 83 FEET EAST OF THE CENTER LINE OF THE SAND ROAD,
 BE0904'1.05 MILE WEST OF THE JUNCTION OF A GRADED SAND ROAD LEADING
 BE0904'SOUTHEAST (THE OLD HIGHWAY), 2 FEET WEST OF A METAL WITNESS POST,
 BE0904'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BE0904'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BE0904
 BE0904                          STATION RECOVERY (1985)
 BE0904
 BE0904'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0904'MARK NOT FOUND.
 BE0904
 BE0904                          STATION RECOVERY (1988)
 BE0904
 BE0904'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0649 ***********************************************************************
 BE0649  DESIGNATION -  B 291
 BE0649  PID         -  BE0649
 BE0649  STATE/COUNTY-  FL/BAY
 BE0649  USGS QUAD   -  SOUTHPORT (1992)
 BE0649
 BE0649                         *CURRENT SURVEY CONTROL
 BE0649  ___________________________________________________________________
 BE0649* NAD 83(1986)-  30 18 04.     (N)    085 38 49.     (W)     SCALED    
 BE0649* NAVD 88     -         8.130  (meters)      26.67   (feet)  ADJUSTED  
 BE0649  ___________________________________________________________________
 BE0649  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BE0649  DYNAMIC HT  -           8.119 (meters)      26.64  (feet)  COMP
 BE0649  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 BE0649
 BE0649  VERT ORDER  -  FIRST     CLASS I
 BE0649
 BE0649.The horizontal coordinates were scaled from a topographic map and have
 BE0649.an estimated accuracy of +/- 6 seconds.
 BE0649
 BE0649.The orthometric height was determined by differential leveling
 BE0649.and adjusted by the National Geodetic Survey in June 1991..
 BE0649
 BE0649.The geoid height was determined by GEOID03.
 BE0649
 BE0649.The dynamic height is computed by dividing the NAVD 88
 BE0649.geopotential number by the normal gravity value computed on the
 BE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0649.degrees latitude (g = 980.6199 gals.).
 BE0649
 BE0649.The modeled gravity was interpolated from observed gravity values.
 BE0649
 BE0649;                    North         East    Units  Estimated Accuracy
 BE0649;SPC FL N     -   144,780.      489,680.      MT  (+/- 180 meters Scaled)
 BE0649
 BE0649                          SUPERSEDED SURVEY CONTROL
 BE0649
 BE0649  NGVD 29 (??/??/92)    8.271  (m)           27.14   (f) ADJ UNCH    1 1
 BE0649
 BE0649.Superseded values are not recommended for survey control.
 BE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0649.See file dsdata.txt to determine how the superseded data were derived.
 BE0649
 BE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU301529(NAD 83)
 BE0649_MARKER: DB = BENCH MARK DISK
 BE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0649_STAMPING: B 291 1967
 BE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0649+STABILITY: SURFACE MOTION
 BE0649
 BE0649  HISTORY     - Date     Condition        Report By
 BE0649  HISTORY     - 1967     MONUMENTED       CGS
 BE0649  HISTORY     - 1975     GOOD             NGS
 BE0649  HISTORY     - 1987     GOOD             USPSQD
 BE0649  HISTORY     - 1989     GOOD             USPSQD
 BE0649  HISTORY     - 19940423 GOOD             USPSQD
 BE0649  HISTORY     - 19990503 GOOD             USPSQD
 BE0649  HISTORY     - 20041009 GOOD             USPSQD
 BE0649
 BE0649                          STATION DESCRIPTION
 BE0649
 BE0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0649'1 MI NW FROM SOUTHPORT.
 BE0649'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 77 FROM THE SOUTHPORT
 BE0649'ELEMENTARY SCHOOL, IN SECTION 21, R 14 W, T 2 S, NEAR THE
 BE0649'JUNCTION OF STATE HIGHWAY S 391, 156 FEET SOUTHWEST OF THE
 BE0649'APPROXIMATE CENTER OF THE JUNCTION, 155 FEET SOUTHWEST OF THE
 BE0649'CENTER LINE OF STATE HIGHWAY 77, 44 FEET SOUTHEAST OF THE CENTER
 BE0649'LINE OF STATE HIGHWAY S 391, 6 FEET NORTHEAST OF A POWER LINE
 BE0649'POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 BE0649'WITH THE HIGHWAYS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0649'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 BE0649
 BE0649                          STATION RECOVERY (1975)
 BE0649
 BE0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BE0649'RECOVERED IN GOOD CONDITION.
 BE0649
 BE0649                          STATION RECOVERY (1987)
 BE0649
 BE0649'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE0649'RECOVERED IN GOOD CONDITION.
 BE0649
 BE0649                          STATION RECOVERY (1989)
 BE0649
 BE0649'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0649'RECOVERED IN GOOD CONDITION.
 BE0649
 BE0649                          STATION RECOVERY (1994)
 BE0649
 BE0649'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0649'RECOVERED IN GOOD CONDITION.
 BE0649
 BE0649                          STATION RECOVERY (1999)
 BE0649
 BE0649'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0649'RECOVERED IN GOOD CONDITION.
 BE0649
 BE0649                          STATION RECOVERY (2004)
 BE0649
 BE0649'RECOVERY NOTE BY US POWER SQUADRON 2004
 BE0649'HIGHWAY RENAMED TO HWY 2300
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0570 ***********************************************************************
 BE0570  DESIGNATION -  B 292
 BE0570  PID         -  BE0570
 BE0570  STATE/COUNTY-  FL/WALTON
 BE0570  USGS QUAD   -  BRUCE (1982)
 BE0570
 BE0570                         *CURRENT SURVEY CONTROL
 BE0570  ___________________________________________________________________
 BE0570* NAD 83(1986)-  30 28 29.     (N)    085 59 42.     (W)     SCALED    
 BE0570* NAVD 88     -         6.217  (meters)      20.40   (feet)  ADJUSTED  
 BE0570  ___________________________________________________________________
 BE0570  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE0570  DYNAMIC HT  -           6.209 (meters)      20.37  (feet)  COMP
 BE0570  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BE0570
 BE0570  VERT ORDER  -  FIRST     CLASS I
 BE0570
 BE0570.The horizontal coordinates were scaled from a topographic map and have
 BE0570.an estimated accuracy of +/- 6 seconds.
 BE0570
 BE0570.The orthometric height was determined by differential leveling
 BE0570.and adjusted by the National Geodetic Survey in June 1991..
 BE0570
 BE0570.The geoid height was determined by GEOID03.
 BE0570
 BE0570.The dynamic height is computed by dividing the NAVD 88
 BE0570.geopotential number by the normal gravity value computed on the
 BE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0570.degrees latitude (g = 980.6199 gals.).
 BE0570
 BE0570.The modeled gravity was interpolated from observed gravity values.
 BE0570
 BE0570;                    North         East    Units  Estimated Accuracy
 BE0570;SPC FL N     -   164,410.      456,450.      MT  (+/- 180 meters Scaled)
 BE0570
 BE0570                          SUPERSEDED SURVEY CONTROL
 BE0570
 BE0570  NGVD 29 (??/??/92)    6.345  (m)           20.82   (f) ADJ UNCH    1 1
 BE0570
 BE0570.Superseded values are not recommended for survey control.
 BE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0570.See file dsdata.txt to determine how the superseded data were derived.
 BE0570
 BE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU964718(NAD 83)
 BE0570_MARKER: DB = BENCH MARK DISK
 BE0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE0570_SP_SET: CULVERT
 BE0570_STAMPING: B 292 1967
 BE0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE0570
 BE0570  HISTORY     - Date     Condition        Report By
 BE0570  HISTORY     - 1967     MONUMENTED       CGS
 BE0570  HISTORY     - 1987     GOOD             USPSQD
 BE0570  HISTORY     - 1989     GOOD             USPSQD
 BE0570  HISTORY     - 1990     GOOD             USPSQD
 BE0570  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BE0570
 BE0570                          STATION DESCRIPTION
 BE0570
 BE0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0570'1.8 MI W FROM BRUCE.
 BE0570'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 20 FROM THE WEST END
 BE0570'OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAYS 20
 BE0570'AND 81 AT BRUCE, IN SECTION 24, R 18 W, T 1 S, SET ON THE TOP OF
 BE0570'AND 1.0 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 BE0570'OF A 27-FOOT BOX CULVERT FOR BRIDGE BRANCH, 21 FEET NORTH OF THE
 BE0570'CENTER LINE OF THE HIGHWAY, 18.8 FEET EAST OF THE WEST END OF THE
 BE0570'WING WALL AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BE0570
 BE0570                          STATION RECOVERY (1987)
 BE0570
 BE0570'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE0570'RECOVERED IN GOOD CONDITION.
 BE0570
 BE0570                          STATION RECOVERY (1989)
 BE0570
 BE0570'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0570'RECOVERED IN GOOD CONDITION.
 BE0570
 BE0570                          STATION RECOVERY (1990)
 BE0570
 BE0570'RECOVERY NOTE BY US POWER SQUADRON 1990 (LJR)
 BE0570'RECOVERED IN GOOD CONDITION.
 BE0570
 BE0570                          STATION RECOVERY (1995)
 BE0570
 BE0570'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0215 ***********************************************************************
 AS0215  DESIGNATION -  B 293
 AS0215  PID         -  AS0215
 AS0215  STATE/COUNTY-  FL/FRANKLIN
 AS0215  USGS QUAD   -  CARRABELLE (1992)
 AS0215
 AS0215                         *CURRENT SURVEY CONTROL
 AS0215  ___________________________________________________________________
 AS0215* NAD 83(1986)-  29 48 47.     (N)    084 43 06.     (W)     SCALED    
 AS0215* NAVD 88     -         2.810  (meters)       9.22   (feet)  ADJUSTED  
 AS0215  ___________________________________________________________________
 AS0215  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AS0215  DYNAMIC HT  -           2.806 (meters)       9.21  (feet)  COMP
 AS0215  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 AS0215
 AS0215  VERT ORDER  -  FIRST     CLASS I
 AS0215
 AS0215.The horizontal coordinates were scaled from a topographic map and have
 AS0215.an estimated accuracy of +/- 6 seconds.
 AS0215
 AS0215.The orthometric height was determined by differential leveling
 AS0215.and adjusted by the National Geodetic Survey in June 1991..
 AS0215
 AS0215.The geoid height was determined by GEOID03.
 AS0215
 AS0215.The dynamic height is computed by dividing the NAVD 88
 AS0215.geopotential number by the normal gravity value computed on the
 AS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0215.degrees latitude (g = 980.6199 gals.).
 AS0215
 AS0215.The modeled gravity was interpolated from observed gravity values.
 AS0215
 AS0215;                    North         East    Units  Estimated Accuracy
 AS0215;SPC FL N     -    90,150.      578,900.      MT  (+/- 180 meters Scaled)
 AS0215
 AS0215                          SUPERSEDED SURVEY CONTROL
 AS0215
 AS0215  NGVD 29 (??/??/92)    2.987  (m)            9.80   (f) ADJ UNCH    1 1
 AS0215
 AS0215.Superseded values are not recommended for survey control.
 AS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0215.See file dsdata.txt to determine how the superseded data were derived.
 AS0215
 AS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU205002(NAD 83)
 AS0215_MARKER: DB = BENCH MARK DISK
 AS0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0215_SP_SET: 54.0 FEET
 AS0215_STAMPING: B 293 1967
 AS0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0215
 AS0215  HISTORY     - Date     Condition        Report By
 AS0215  HISTORY     - 1967     MONUMENTED       CGS
 AS0215  HISTORY     - 1973     GOOD             NGS
 AS0215  HISTORY     - 1985     GOOD             USPSQD
 AS0215  HISTORY     - 1986     POOR             USPSQD
 AS0215  HISTORY     - 19860806 GOOD             USPSQD
 AS0215  HISTORY     - 1989     GOOD             USPSQD
 AS0215  HISTORY     - 19980116 GOOD             USPSQD
 AS0215
 AS0215                          STATION DESCRIPTION
 AS0215
 AS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0215'4.5 MI SW FROM CARRABELLE.
 AS0215'ABOUT 4.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 98 AND 319 FROM
 AS0215'THE SCHOOL AT CARRABELLE, IN SECTION 2, R 5 W, T 8 S, ABOUT 0.2
 AS0215'MILE SOUTHWEST OF A WOOD AND CONCRETE BRIDGE OVER A STREAM, AT
 AS0215'THE OUTSIDE OF A CURVE, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE
 AS0215'OF THE HIGHWAY, 30 1/2 FEET NORTH OF THE NORTH END OF A LARGE SIGN
 AS0215'SEE SILVER SPRINGS, 5 1/2 FEET SOUTHEAST OF POWER LINE POLE NO.
 AS0215'58X 2027R, 0.5 FOOT EAST OF A METAL WITNESS POST, 2 FEET BELOW
 AS0215'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 AS0215'COATED STEEL ROD WHICH IS FLUSH WITH THE GROUND AND PROTECTED BY
 AS0215'A 6 INCH METAL PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF
 AS0215'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 54.0 FEET.
 AS0215
 AS0215                          STATION RECOVERY (1973)
 AS0215
 AS0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AS0215'RECOVERED IN GOOD CONDITION.
 AS0215
 AS0215                          STATION RECOVERY (1985)
 AS0215
 AS0215'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0215'SILVER SPRING SIGN NO LONGER EXISTS, WITNESS POST BENT, SIGN DENTED.
 AS0215
 AS0215                          STATION RECOVERY (1986)
 AS0215
 AS0215'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0215'MARK RECOVERED IN POOR CONDITION.
 AS0215
 AS0215                          STATION RECOVERY (1986)
 AS0215
 AS0215'RECOVERY NOTE BY US POWER SQUADRON 1986 (GWM)
 AS0215'RECOVERED IN GOOD CONDITION.
 AS0215
 AS0215                          STATION RECOVERY (1989)
 AS0215
 AS0215'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0215'RECOVERED IN GOOD CONDITION.
 AS0215
 AS0215                          STATION RECOVERY (1998)
 AS0215
 AS0215'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0188 ***********************************************************************
 AS0188  DESIGNATION -  B 294
 AS0188  PID         -  AS0188
 AS0188  STATE/COUNTY-  FL/FRANKLIN
 AS0188  USGS QUAD   -  BEVERLY (1981)
 AS0188
 AS0188                         *CURRENT SURVEY CONTROL
 AS0188  ___________________________________________________________________
 AS0188* NAD 83(1986)-  29 50 10.     (N)    084 55 29.     (W)     SCALED    
 AS0188* NAVD 88     -         2.696  (meters)       8.85   (feet)  ADJUSTED  
 AS0188  ___________________________________________________________________
 AS0188  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AS0188  DYNAMIC HT  -           2.693 (meters)       8.84  (feet)  COMP
 AS0188  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 AS0188
 AS0188  VERT ORDER  -  FIRST     CLASS I
 AS0188
 AS0188.The horizontal coordinates were scaled from a topographic map and have
 AS0188.an estimated accuracy of +/- 6 seconds.
 AS0188
 AS0188.The orthometric height was determined by differential leveling
 AS0188.and adjusted by the National Geodetic Survey in June 1991..
 AS0188
 AS0188.The geoid height was determined by GEOID03.
 AS0188
 AS0188.The dynamic height is computed by dividing the NAVD 88
 AS0188.geopotential number by the normal gravity value computed on the
 AS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0188.degrees latitude (g = 980.6199 gals.).
 AS0188
 AS0188.The modeled gravity was interpolated from observed gravity values.
 AS0188
 AS0188;                    North         East    Units  Estimated Accuracy
 AS0188;SPC FL N     -    92,760.      558,950.      MT  (+/- 180 meters Scaled)
 AS0188
 AS0188                          SUPERSEDED SURVEY CONTROL
 AS0188
 AS0188  NGVD 29 (??/??/92)    2.868  (m)            9.41   (f) ADJ UNCH    1 1
 AS0188
 AS0188.Superseded values are not recommended for survey control.
 AS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0188.See file dsdata.txt to determine how the superseded data were derived.
 AS0188
 AS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU005024(NAD 83)
 AS0188_MARKER: DB = BENCH MARK DISK
 AS0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0188_STAMPING: B 294 1967
 AS0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0188+STABILITY: SURFACE MOTION
 AS0188
 AS0188  HISTORY     - Date     Condition        Report By
 AS0188  HISTORY     - 1967     MONUMENTED       CGS
 AS0188  HISTORY     - 1975     GOOD             NGS
 AS0188  HISTORY     - 1984     GOOD             USPSQD
 AS0188  HISTORY     - 1985     GOOD             USPSQD
 AS0188  HISTORY     - 19870401 GOOD             USPSQD
 AS0188  HISTORY     - 1988     GOOD             USPSQD
 AS0188  HISTORY     - 1989     GOOD             USPSQD
 AS0188  HISTORY     - 19971114 GOOD             USPSQD
 AS0188
 AS0188                          STATION DESCRIPTION
 AS0188
 AS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0188'12.9 MI N FROM EAST POINT.
 AS0188'ABOUT 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 98 AND 319 FROM THE
 AS0188'POST OFFICE AT EAST POINT, THENCE 9.7 MILES NORTHWEST ALONG STATE
 AS0188'HIGHWAY 65, IN SECTION 27, R 7 W, T 7 S, ABOUT 0.55 MILE NORTHWEST
 AS0188'OF THE JUNCTION OF A GRADED SAND ROAD LEADING NORTHEAST, ABOUT
 AS0188'0.1 MILE NORTHWEST OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY,
 AS0188'NEAR THE HIGHEST POINT IN THE VICINITY, 58 FEET NORTHEAST OF THE
 AS0188'CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTHWEST OF A METAL WITNESS
 AS0188'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 AS0188'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE
 AS0188'GROUND.
 AS0188
 AS0188                          STATION RECOVERY (1975)
 AS0188
 AS0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0188'RECOVERED IN GOOD CONDITION.
 AS0188
 AS0188                          STATION RECOVERY (1984)
 AS0188
 AS0188'RECOVERY NOTE BY US POWER SQUADRON 1984
 AS0188'RECOVERED IN GOOD CONDITION.
 AS0188
 AS0188                          STATION RECOVERY (1985)
 AS0188
 AS0188'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0188'RECOVERED IN GOOD CONDITION.
 AS0188
 AS0188                          STATION RECOVERY (1987)
 AS0188
 AS0188'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0188'RECOVERED IN GOOD CONDITION.
 AS0188
 AS0188                          STATION RECOVERY (1988)
 AS0188
 AS0188'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0188'RECOVERED IN GOOD CONDITION.
 AS0188
 AS0188                          STATION RECOVERY (1989)
 AS0188
 AS0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0188'RECOVERED IN GOOD CONDITION.
 AS0188
 AS0188                          STATION RECOVERY (1997)
 AS0188
 AS0188'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0042 ***********************************************************************
 AS0042  DESIGNATION -  B 295
 AS0042  PID         -  AS0042
 AS0042  STATE/COUNTY-  FL/GULF
 AS0042  USGS QUAD   -  WHITE CITY (1982)
 AS0042
 AS0042                         *CURRENT SURVEY CONTROL
 AS0042  ___________________________________________________________________
 AS0042* NAD 83(1986)-  29 55 05.     (N)    085 12 02.     (W)     SCALED    
 AS0042* NAVD 88     -         5.597  (meters)      18.36   (feet)  ADJUSTED  
 AS0042  ___________________________________________________________________
 AS0042  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AS0042  DYNAMIC HT  -           5.590 (meters)      18.34  (feet)  COMP
 AS0042  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 AS0042
 AS0042  VERT ORDER  -  FIRST     CLASS I
 AS0042
 AS0042.The horizontal coordinates were scaled from a topographic map and have
 AS0042.an estimated accuracy of +/- 6 seconds.
 AS0042
 AS0042.The orthometric height was determined by differential leveling
 AS0042.and adjusted by the National Geodetic Survey in June 1991..
 AS0042
 AS0042.The geoid height was determined by GEOID03.
 AS0042
 AS0042.The dynamic height is computed by dividing the NAVD 88
 AS0042.geopotential number by the normal gravity value computed on the
 AS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0042.degrees latitude (g = 980.6199 gals.).
 AS0042
 AS0042.The modeled gravity was interpolated from observed gravity values.
 AS0042
 AS0042;                    North         East    Units  Estimated Accuracy
 AS0042;SPC FL N     -   101,970.      532,350.      MT  (+/- 180 meters Scaled)
 AS0042
 AS0042                          SUPERSEDED SURVEY CONTROL
 AS0042
 AS0042  NGVD 29 (??/??/92)    5.756  (m)           18.88   (f) ADJ UNCH    1 1
 AS0042
 AS0042.Superseded values are not recommended for survey control.
 AS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0042.See file dsdata.txt to determine how the superseded data were derived.
 AS0042
 AS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU737110(NAD 83)
 AS0042_MARKER: DB = BENCH MARK DISK
 AS0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0042_SP_SET: CULVERT
 AS0042_STAMPING: B 295 1967
 AS0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0042
 AS0042  HISTORY     - Date     Condition        Report By
 AS0042  HISTORY     - 1967     MONUMENTED       CGS
 AS0042  HISTORY     - 1985     GOOD             USPSQD
 AS0042  HISTORY     - 1987     GOOD             USPSQD
 AS0042  HISTORY     - 1988     GOOD             USPSQD
 AS0042  HISTORY     - 1989     GOOD             USPSQD
 AS0042  HISTORY     - 1990     GOOD             USPSQD
 AS0042  HISTORY     - 19910621 GOOD             USPSQD
 AS0042  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 AS0042
 AS0042                          STATION DESCRIPTION
 AS0042
 AS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0042'9.7 MI NE FROM PORT ST JOE.
 AS0042'ABOUT 9.7 MILES NORTHEAST ALONG STATE HIGHWAY 71 FROM THE
 AS0042'JUNCTION OF U.S. HIGHWAY 98 AT PORT ST JOE, IN SECTION 36,
 AS0042'R 10 W, T 6 S, SET ON THE TOP OF THE NORTHEAST END OF THE
 AS0042'NORTHWEST CONCRETE HEAD WALL FOR A 12-FOOT CONCRETE BOX CULVERT
 AS0042'UNDER THE HIGHWAY, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 AS0042'HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AS0042
 AS0042                          STATION RECOVERY (1985)
 AS0042
 AS0042'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0042'RECOVERED IN GOOD CONDITION.
 AS0042
 AS0042                          STATION RECOVERY (1987)
 AS0042
 AS0042'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCK)
 AS0042'RECOVERED IN GOOD CONDITION.
 AS0042
 AS0042                          STATION RECOVERY (1988)
 AS0042
 AS0042'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0042'RECOVERED IN GOOD CONDITION.
 AS0042
 AS0042                          STATION RECOVERY (1989)
 AS0042
 AS0042'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0042'RECOVERED IN GOOD CONDITION.
 AS0042
 AS0042                          STATION RECOVERY (1990)
 AS0042
 AS0042'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0042'RECOVERED IN GOOD CONDITION.
 AS0042
 AS0042                          STATION RECOVERY (1991)
 AS0042
 AS0042'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0042'RECOVERED IN GOOD CONDITION.
 AS0042
 AS0042                          STATION RECOVERY (1994)
 AS0042
 AS0042'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2591 ***********************************************************************
 BG2591  DESIGNATION -  B 296
 BG2591  PID         -  BG2591
 BG2591  STATE/COUNTY-  FL/OKALOOSA
 BG2591  USGS QUAD   -  HOLT (1987)
 BG2591
 BG2591                         *CURRENT SURVEY CONTROL
 BG2591  ___________________________________________________________________
 BG2591* NAD 83(1986)-  30 42 56.     (N)    086 44 42.     (W)     SCALED    
 BG2591* NAVD 88     -        60.976  (meters)     200.05   (feet)  ADJUSTED  
 BG2591  ___________________________________________________________________
 BG2591  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG2591  DYNAMIC HT  -          60.898 (meters)     199.80  (feet)  COMP
 BG2591  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BG2591
 BG2591  VERT ORDER  -  FIRST     CLASS I
 BG2591
 BG2591.The horizontal coordinates were scaled from a topographic map and have
 BG2591.an estimated accuracy of +/- 6 seconds.
 BG2591
 BG2591.The orthometric height was determined by differential leveling
 BG2591.and adjusted by the National Geodetic Survey in June 1991..
 BG2591
 BG2591.The geoid height was determined by GEOID03.
 BG2591
 BG2591.The dynamic height is computed by dividing the NAVD 88
 BG2591.geopotential number by the normal gravity value computed on the
 BG2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2591.degrees latitude (g = 980.6199 gals.).
 BG2591
 BG2591.The modeled gravity was interpolated from observed gravity values.
 BG2591
 BG2591;                    North         East    Units  Estimated Accuracy
 BG2591;SPC FL N     -   192,290.      384,970.      MT  (+/- 180 meters Scaled)
 BG2591
 BG2591                          SUPERSEDED SURVEY CONTROL
 BG2591
 BG2591  NGVD 29 (??/??/92)   61.053  (m)          200.30   (f) ADJ UNCH    1 1
 BG2591
 BG2591.Superseded values are not recommended for survey control.
 BG2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2591.See file dsdata.txt to determine how the superseded data were derived.
 BG2591
 BG2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU244981(NAD 83)
 BG2591_MARKER: DB = BENCH MARK DISK
 BG2591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG2591_SP_SET: BUILDING
 BG2591_STAMPING: B 296 1967
 BG2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2591
 BG2591  HISTORY     - Date     Condition        Report By
 BG2591  HISTORY     - 1967     MONUMENTED       CGS
 BG2591  HISTORY     - 1968     GOOD             NGS
 BG2591  HISTORY     - 19940601 GOOD             USPSQD
 BG2591
 BG2591                          STATION DESCRIPTION
 BG2591
 BG2591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2591'AT HOLT.
 BG2591'AT HOLT, ALONG U.S. HIGHWAY 90, IN SECTION 33, R 25 W, T 3 N,
 BG2591'SET VERTICALLY IN THE NORTHWEST FACE OF THE HOLT ELEMENTARY
 BG2591'SCHOOL, 155 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 BG2591'90, 52.5 FEET SOUTHWEST OF THE NORTH CORNER OF THE BUILDING,
 BG2591'1.2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 BG2591'HIGHWAY.
 BG2591
 BG2591                          STATION RECOVERY (1994)
 BG2591
 BG2591'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1250 ***********************************************************************
 BG1250  DESIGNATION -  B 298
 BG1250  PID         -  BG1250
 BG1250  STATE/COUNTY-  FL/WALTON
 BG1250  USGS QUAD   -  PAXTON (1993)
 BG1250
 BG1250                         *CURRENT SURVEY CONTROL
 BG1250  ___________________________________________________________________
 BG1250* NAD 83(1986)-  30 59 23.     (N)    086 21 37.     (W)     SCALED    
 BG1250* NAVD 88     -        86.990  (meters)     285.40   (feet)  ADJUSTED  
 BG1250  ___________________________________________________________________
 BG1250  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BG1250  DYNAMIC HT  -          86.881 (meters)     285.04  (feet)  COMP
 BG1250  MODELED GRAV-     979,386.4   (mgal)                       NAVD 88
 BG1250
 BG1250  VERT ORDER  -  FIRST     CLASS I
 BG1250
 BG1250.The horizontal coordinates were scaled from a topographic map and have
 BG1250.an estimated accuracy of +/- 6 seconds.
 BG1250
 BG1250.The orthometric height was determined by differential leveling
 BG1250.and adjusted by the National Geodetic Survey in June 1991..
 BG1250
 BG1250.The geoid height was determined by GEOID03.
 BG1250
 BG1250.The dynamic height is computed by dividing the NAVD 88
 BG1250.geopotential number by the normal gravity value computed on the
 BG1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1250.degrees latitude (g = 980.6199 gals.).
 BG1250
 BG1250.The modeled gravity was interpolated from observed gravity values.
 BG1250
 BG1250;                    North         East    Units  Estimated Accuracy
 BG1250;SPC FL N     -   222,020.      422,320.      MT  (+/- 180 meters Scaled)
 BG1250
 BG1250                          SUPERSEDED SURVEY CONTROL
 BG1250
 BG1250  NGVD 29 (??/??/92)   87.029  (m)          285.53   (f) ADJ UNCH    1 1
 BG1250
 BG1250.Superseded values are not recommended for survey control.
 BG1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1250.See file dsdata.txt to determine how the superseded data were derived.
 BG1250
 BG1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV610286(NAD 83)
 BG1250_MARKER: DB = BENCH MARK DISK
 BG1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1250_STAMPING: B 298 1967
 BG1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1250+STABILITY: SURFACE MOTION
 BG1250
 BG1250  HISTORY     - Date     Condition        Report By
 BG1250  HISTORY     - 1967     MONUMENTED       CGS
 BG1250  HISTORY     - 1968     GOOD             NGS
 BG1250  HISTORY     - 19960904 MARK NOT FOUND   USPSQD
 BG1250
 BG1250                          STATION DESCRIPTION
 BG1250
 BG1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG1250'2.4 MI SW FROM FLORALA.
 BG1250'ABOUT 2.4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 BG1250'RAILROAD FROM THE STATION AT FLORALA, ALABAMA, ABOUT 0.5 MILE
 BG1250'EAST OF MILEPOST 620, 64 FEET SOUTHEAST OF THE CENTER OF A GRADED
 BG1250'DIRT ROAD CROSSING, 39.5 FEET SOUTH OF THE SOUTH RAIL, 54 FEET
 BG1250'EAST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF THE
 BG1250'RIGHT-OF-WAY FENCE LINE, 1.5 FEET WEST OF A METAL WITNESS POST,
 BG1250'3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BG1250'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG1250'IN SECTION 29, R 21 W, T 6 N.
 BG1250
 BG1250                          STATION RECOVERY (1996)
 BG1250
 BG1250'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1920 ***********************************************************************
 BG1920  DESIGNATION -  B 299
 BG1920  PID         -  BG1920
 BG1920  STATE/COUNTY-  FL/SANTA ROSA
 BG1920  USGS QUAD   -  NAVARRE (1994)
 BG1920
 BG1920                         *CURRENT SURVEY CONTROL
 BG1920  ___________________________________________________________________
 BG1920* NAD 83(1986)-  30 24 17.     (N)    086 51 07.     (W)     SCALED    
 BG1920* NAVD 88     -         5.424  (meters)      17.80   (feet)  ADJUSTED  
 BG1920  ___________________________________________________________________
 BG1920  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BG1920  DYNAMIC HT  -           5.417 (meters)      17.77  (feet)  COMP
 BG1920  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BG1920
 BG1920  VERT ORDER  -  FIRST     CLASS I
 BG1920
 BG1920.The horizontal coordinates were scaled from a topographic map and have
 BG1920.an estimated accuracy of +/- 6 seconds.
 BG1920
 BG1920.The orthometric height was determined by differential leveling
 BG1920.and adjusted by the National Geodetic Survey in June 1991..
 BG1920
 BG1920.The geoid height was determined by GEOID03.
 BG1920
 BG1920.The dynamic height is computed by dividing the NAVD 88
 BG1920.geopotential number by the normal gravity value computed on the
 BG1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1920.degrees latitude (g = 980.6199 gals.).
 BG1920
 BG1920.The modeled gravity was interpolated from observed gravity values.
 BG1920
 BG1920;                    North         East    Units  Estimated Accuracy
 BG1920;SPC FL N     -   158,040.      374,020.      MT  (+/- 180 meters Scaled)
 BG1920
 BG1920                          SUPERSEDED SURVEY CONTROL
 BG1920
 BG1920  NGVD 29 (09/01/92)    5.535  (m)           18.16   (f) ADJUSTED    1 1
 BG1920
 BG1920.Superseded values are not recommended for survey control.
 BG1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1920.See file dsdata.txt to determine how the superseded data were derived.
 BG1920
 BG1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU142636(NAD 83)
 BG1920_MARKER: DB = BENCH MARK DISK
 BG1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1920_SP_SET: CONCRETE POST
 BG1920_STAMPING: B 299 1967
 BG1920_MARK LOGO: CGS   
 BG1920_PROJECTION: FLUSH
 BG1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1920+STABILITY: SURFACE MOTION
 BG1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG1920+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 BG1920
 BG1920  HISTORY     - Date     Condition        Report By
 BG1920  HISTORY     - 1967     MONUMENTED       CGS
 BG1920  HISTORY     - 1981     GOOD             NGS
 BG1920  HISTORY     - 1985     GOOD             USPSQD
 BG1920  HISTORY     - 1986     GOOD             FLDNR
 BG1920  HISTORY     - 1988     GOOD             USPSQD
 BG1920  HISTORY     - 1988     GOOD             USPSQD
 BG1920  HISTORY     - 1989     GOOD             USPSQD
 BG1920  HISTORY     - 1990     GOOD             USPSQD
 BG1920  HISTORY     - 19940529 GOOD             USPSQD
 BG1920  HISTORY     - 19970220 GOOD             USPSQD
 BG1920  HISTORY     - 20040322 GOOD             USPSQD
 BG1920  HISTORY     - 20050203 GOOD             USPSQD
 BG1920
 BG1920                          STATION DESCRIPTION
 BG1920
 BG1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BG1920'1 MI E FROM NAVARRE.
 BG1920'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE EAST END
 BG1920'OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY 87
 BG1920'AT NAVARRE, IN SECTION 21, R 26 W, T 2 S, 3.2 MILES WEST OF THE
 BG1920'SANTA ROSA-OKALOOSA COUNTY LINE, NEAR THE JUNCTION OF A PRIVATE
 BG1920'CLAY ROAD LEADING SOUTH, NEAR THE SOUTHWEST END OF A STEEL FENCE,
 BG1920'57 FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 BG1920'HIGHWAY, 103 FEET SOUTHWEST OF THE CENTER LINE OF THE PRIVATE
 BG1920'CLAY ROAD, 4 FEET NORTHEAST OF THE END OF THE STEEL FENCE, 2 FEET
 BG1920'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 BG1920'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BG1920'THE LEVEL OF THE GROUND.
 BG1920
 BG1920                          STATION RECOVERY (1981)
 BG1920
 BG1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BG1920'1.1 KILOMETERS (0.7 MILE) EAST ALONG US HIGHWAY 98 FROM THE JUNCTION
 BG1920'OF STATE HIGHWAY 399 SOUTH IN NAVARRE, TO THE MARK ON THE RIGHT, 17.37
 BG1920'METERS (57.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND LANE
 BG1920'OF THE HIGHWAY, 1.25 METERS (4.1 FEET) NORTHEAST OF THE SOUTHWEST END
 BG1920'OF A 4-FOOT HIGH CHAIN LINK FENCE, 0.24 METER (0.8 FOOT) NORTHWEST
 BG1920'OF THE FENCE LINE.
 BG1920'THE MARK IS 0.44 METERS  W FROM A WITNESS POST.
 BG1920'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG1920
 BG1920                          STATION RECOVERY (1985)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 1985
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (1986)
 BG1920
 BG1920'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (1988)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJM)
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (1988)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (1989)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (1990)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJM)
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (1994)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (1997)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (2004)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG1920'RECOVERED IN GOOD CONDITION.
 BG1920
 BG1920                          STATION RECOVERY (2005)
 BG1920
 BG1920'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0068 ***********************************************************************
 BC0068  DESIGNATION -  B 3
 BC0068  PID         -  BC0068
 BC0068  STATE/COUNTY-  FL/NASSAU
 BC0068  USGS QUAD   -  ST MARYS (1993)
 BC0068
 BC0068                         *CURRENT SURVEY CONTROL
 BC0068  ___________________________________________________________________
 BC0068* NAD 83(1986)-  30 38 14.     (N)    081 33 32.     (W)     SCALED    
 BC0068* NAVD 88     -        10.125  (meters)      33.22   (feet)  ADJUSTED  
 BC0068  ___________________________________________________________________
 BC0068  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BC0068  DYNAMIC HT  -          10.112 (meters)      33.18  (feet)  COMP
 BC0068  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BC0068
 BC0068  VERT ORDER  -  FIRST     CLASS II
 BC0068
 BC0068.The horizontal coordinates were scaled from a topographic map and have
 BC0068.an estimated accuracy of +/- 6 seconds.
 BC0068
 BC0068.The orthometric height was determined by differential leveling
 BC0068.and adjusted by the National Geodetic Survey in June 1991..
 BC0068
 BC0068.The geoid height was determined by GEOID03.
 BC0068
 BC0068.The dynamic height is computed by dividing the NAVD 88
 BC0068.geopotential number by the normal gravity value computed on the
 BC0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0068.degrees latitude (g = 980.6199 gals.).
 BC0068
 BC0068.The modeled gravity was interpolated from observed gravity values.
 BC0068
 BC0068;                    North         East    Units  Estimated Accuracy
 BC0068;SPC FL E     -   698,640.      146,430.      MT  (+/- 180 meters Scaled)
 BC0068
 BC0068                          SUPERSEDED SURVEY CONTROL
 BC0068
 BC0068  NGVD 29 (??/??/92)   10.471  (m)           34.35   (f) ADJ UNCH    1 2
 BC0068
 BC0068.Superseded values are not recommended for survey control.
 BC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0068.See file dsdata.txt to determine how the superseded data were derived.
 BC0068
 BC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP464895(NAD 83)
 BC0068_MARKER: DB = BENCH MARK DISK
 BC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0068_STAMPING: 34.357 B 3
 BC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0068+STABILITY: SURFACE MOTION
 BC0068
 BC0068  HISTORY     - Date     Condition        Report By
 BC0068  HISTORY     - 1954     MONUMENTED       CGS
 BC0068  HISTORY     - 1975     MARK NOT FOUND   NGS
 BC0068
 BC0068                          STATION DESCRIPTION
 BC0068
 BC0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0068'2.8 MI E FROM YULEE.
 BC0068'ABOUT 2.8 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0068'THE STATION AT YULEE, ABOUT 0.2 MILE EAST OF A DIRT ROAD
 BC0068'CROSSING, ON TOP OF A SHALLOW CUT, 1142 FEET EAST OF MILE
 BC0068'POST 38, 39 1/2 FEET SOUTH OF SOUTH RAIL, 708 FEET EAST OF A
 BC0068'30-INCH PIPE CULVERT UNDER TRACK, 46 FEET EAST-SOUTHEAST OF A
 BC0068'TELEPHONE POLE AND ABOUT 8 FEET SOUTH OF THE ROW OF POLES,
 BC0068'4 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BC0068'POST PROJECTING 6 INCHES.
 BC0068
 BC0068                          STATION RECOVERY (1975)
 BC0068
 BC0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0488 ***********************************************************************
 BC0488  DESIGNATION -  B 30
 BC0488  PID         -  BC0488
 BC0488  STATE/COUNTY-  FL/DUVAL
 BC0488  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC0488
 BC0488                         *CURRENT SURVEY CONTROL
 BC0488  ___________________________________________________________________
 BC0488* NAD 83(1986)-  30 19 30.     (N)    081 23 54.     (W)     SCALED    
 BC0488* NAVD 88     -         3.492  (meters)      11.46   (feet)  ADJUSTED  
 BC0488  ___________________________________________________________________
 BC0488  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0488  DYNAMIC HT  -           3.488 (meters)      11.44  (feet)  COMP
 BC0488  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BC0488
 BC0488  VERT ORDER  -  FIRST     CLASS II
 BC0488
 BC0488.The horizontal coordinates were scaled from a topographic map and have
 BC0488.an estimated accuracy of +/- 6 seconds.
 BC0488
 BC0488.The orthometric height was determined by differential leveling
 BC0488.and adjusted by the National Geodetic Survey in June 1991..
 BC0488
 BC0488.The geoid height was determined by GEOID03.
 BC0488
 BC0488.The dynamic height is computed by dividing the NAVD 88
 BC0488.geopotential number by the normal gravity value computed on the
 BC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0488.degrees latitude (g = 980.6199 gals.).
 BC0488
 BC0488.The modeled gravity was interpolated from observed gravity values.
 BC0488
 BC0488;                    North         East    Units  Estimated Accuracy
 BC0488;SPC FL E     -   663,960.      161,690.      MT  (+/- 180 meters Scaled)
 BC0488
 BC0488                          SUPERSEDED SURVEY CONTROL
 BC0488
 BC0488  NGVD 29 (??/??/92)    3.830  (m)           12.57   (f) ADJ UNCH    1 2
 BC0488
 BC0488.Superseded values are not recommended for survey control.
 BC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0488.See file dsdata.txt to determine how the superseded data were derived.
 BC0488
 BC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP617548(NAD 83)
 BC0488_MARKER: DB = BENCH MARK DISK
 BC0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0488+STABILITY: SURFACE MOTION
 BC0488
 BC0488  HISTORY     - Date     Condition        Report By
 BC0488  HISTORY     - UNK      MONUMENTED       CGS
 BC0488  HISTORY     - 1932     GOOD             NGS
 BC0488
 BC0488                          STATION DESCRIPTION
 BC0488
 BC0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BC0488'IN ATLANTIC BEACH.
 BC0488'IN ATLANTIC BEACH LOCATED ON THE F.E.C.R.R.CO. R. OF W. AT GRADE
 BC0488'CROSSING OF STATE HIGHWAY 78.  45 FT. WEST OF THE CENTER LINE
 BC0488'OF THE TRACK AND 33 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0489 ***********************************************************************
 BC0489  DESIGNATION -  B 30 RESET
 BC0489  PID         -  BC0489
 BC0489  STATE/COUNTY-  FL/DUVAL
 BC0489  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC0489
 BC0489                         *CURRENT SURVEY CONTROL
 BC0489  ___________________________________________________________________
 BC0489* NAD 83(1986)-  30 19 30.     (N)    081 23 50.     (W)     SCALED    
 BC0489* NAVD 88     -         3.339  (meters)      10.95   (feet)  ADJUSTED  
 BC0489  ___________________________________________________________________
 BC0489  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC0489  DYNAMIC HT  -           3.334 (meters)      10.94  (feet)  COMP
 BC0489  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BC0489
 BC0489  VERT ORDER  -  SECOND    CLASS 0
 BC0489
 BC0489.The horizontal coordinates were scaled from a topographic map and have
 BC0489.an estimated accuracy of +/- 6 seconds.
 BC0489
 BC0489.The orthometric height was determined by differential leveling
 BC0489.and adjusted by the National Geodetic Survey in June 1991..
 BC0489
 BC0489.The geoid height was determined by GEOID03.
 BC0489
 BC0489.The dynamic height is computed by dividing the NAVD 88
 BC0489.geopotential number by the normal gravity value computed on the
 BC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0489.degrees latitude (g = 980.6199 gals.).
 BC0489
 BC0489.The modeled gravity was interpolated from observed gravity values.
 BC0489
 BC0489;                    North         East    Units  Estimated Accuracy
 BC0489;SPC FL E     -   663,960.      161,800.      MT  (+/- 180 meters Scaled)
 BC0489
 BC0489                          SUPERSEDED SURVEY CONTROL
 BC0489
 BC0489  NGVD 29 (??/??/92)    3.673  (m)           12.05   (f) ADJ UNCH    2 0
 BC0489
 BC0489.Superseded values are not recommended for survey control.
 BC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0489.See file dsdata.txt to determine how the superseded data were derived.
 BC0489
 BC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP618548(NAD 83)
 BC0489_MARKER: DB = BENCH MARK DISK
 BC0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0489_STAMPING: B 30 RESET 1940
 BC0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0489+STABILITY: SURFACE MOTION
 BC0489
 BC0489  HISTORY     - Date     Condition        Report By
 BC0489  HISTORY     - 1940     MONUMENTED       CGS
 BC0489  HISTORY     - 1970     GOOD             NGS
 BC0489  HISTORY     - 1974     GOOD             NGS
 BC0489  HISTORY     - 19930215 MARK NOT FOUND   USPSQD
 BC0489
 BC0489                          STATION DESCRIPTION
 BC0489
 BC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0489'AT ATLANTIC BEACH.
 BC0489'AT ATLANTIC BEACH, AT THE JUNCTION OF ATLANTIC BOULEVARD AND
 BC0489'EAST COAST DRIVE, 1 BLOCK EAST OF THE JUNCTION OF STATE HIGHWAY
 BC0489'A 1 A AND 10, 33 1/2 FEET NORTH OF THE CENTER LINE OF ATLANTIC
 BC0489'BOULEVARD, 23 1/2 FEET EAST OF THE CENTER LINE OF EAST COAST
 BC0489'DRIVE, 17.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE A AND P
 BC0489'SUPERMARKET BUILDING AT 273 ATLANTIC BOULEVARD, 10 FEET NORTHEAST
 BC0489'OF A POWER LINE POLE, AND SET IN THE TOP OF A CONCRETE POST
 BC0489'0.1 FOOT BELOW THE BLACKTOP SURFACE PARKING AREA FOR THE MARKET.
 BC0489'SEC 21, T 2 S, R 29 E.  NOTE-- MARKET NOW THOMAS AND PADGE TT.
 BC0489
 BC0489                          STATION RECOVERY (1974)
 BC0489
 BC0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0489'RECOVERED IN GOOD CONDITION.
 BC0489
 BC0489                          STATION RECOVERY (1993)
 BC0489
 BC0489'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG2204 ***********************************************************************
 BG2204  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2204  DESIGNATION -  B 300
 BG2204  PID         -  BG2204
 BG2204  STATE/COUNTY-  FL/WALTON
 BG2204  USGS QUAD   -  FREEPORT (1976)
 BG2204
 BG2204                         *CURRENT SURVEY CONTROL
 BG2204  ___________________________________________________________________
 BG2204* NAD 83(1986)-  30 26 00.     (N)    086 08 06.     (W)     SCALED    
 BG2204* NAVD 88     -         1.420  (meters)       4.66   (feet)  ADJUSTED  
 BG2204  ___________________________________________________________________
 BG2204  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG2204  DYNAMIC HT  -           1.418 (meters)       4.65  (feet)  COMP
 BG2204  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BG2204
 BG2204  VERT ORDER  -  FIRST     CLASS I
 BG2204
 BG2204.The horizontal coordinates were scaled from a topographic map and have
 BG2204.an estimated accuracy of +/- 6 seconds.
 BG2204
 BG2204.The orthometric height was determined by differential leveling
 BG2204.and adjusted by the National Geodetic Survey in June 1991..
 BG2204
 BG2204.This Tidal Bench Mark is designated as VM 10085
 BG2204.by the Center for Operational Oceanographic Products and Services.
 BG2204
 BG2204.The geoid height was determined by GEOID03.
 BG2204
 BG2204.The dynamic height is computed by dividing the NAVD 88
 BG2204.geopotential number by the normal gravity value computed on the
 BG2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2204.degrees latitude (g = 980.6199 gals.).
 BG2204
 BG2204.The modeled gravity was interpolated from observed gravity values.
 BG2204
 BG2204;                    North         East    Units  Estimated Accuracy
 BG2204;SPC FL N     -   160,010.      442,950.      MT  (+/- 180 meters Scaled)
 BG2204
 BG2204                          SUPERSEDED SURVEY CONTROL
 BG2204
 BG2204  NGVD 29 (??/??/92)    1.530  (m)            5.02   (f) ADJ UNCH    1 1
 BG2204
 BG2204.Superseded values are not recommended for survey control.
 BG2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2204.See file dsdata.txt to determine how the superseded data were derived.
 BG2204
 BG2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU830671(NAD 83)
 BG2204_MARKER: DB = BENCH MARK DISK
 BG2204_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG2204_SP_SET: COPPER-CLAD STEEL ROD
 BG2204_STAMPING: B 300 1967
 BG2204_MARK LOGO: CGS   
 BG2204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2204
 BG2204  HISTORY     - Date     Condition        Report By
 BG2204  HISTORY     - 1967     MONUMENTED       CGS
 BG2204  HISTORY     - 1975     GOOD             NGS
 BG2204  HISTORY     - 1985     GOOD             FLDNR
 BG2204  HISTORY     - 1990     GOOD             USPSQD
 BG2204  HISTORY     - 19960613 GOOD             USPSQD
 BG2204  HISTORY     - 20040401 GOOD             SESMC
 BG2204
 BG2204                          STATION DESCRIPTION
 BG2204
 BG2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BG2204'6.4 MI SE FROM FREEPORT.
 BG2204'ABOUT 5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST
 BG2204'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, THENCE 1.0 MILE EAST
 BG2204'ALONG A GRADED SAND ROAD, IN SECTION 3, R 19 W, T 2 S, 43 FEET
 BG2204'SOUTH OF THE CENTER OF A T ROAD JUNCTION, 36 FEET SOUTHEAST OF
 BG2204'THE CENTER LINE OF A SAND ROAD LEADING SOUTHWEST, 14 1/2 FEET
 BG2204'SOUTHEAST OF A POWER LINE POLE WITH 3 GUY WIRES, 0.8 FOOT
 BG2204'NORTHEAST OF THE ANCHOR AT THE GROUND END OF THE SHORT ONE OF
 BG2204'TWO GUY WIRES, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 BG2204'ABOUT LEVEL WITH THE ROAD AND IS A DISK ON THE TOP OF A COPPER
 BG2204'COATED STEEL ROD PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE
 BG2204'GROUND AND PROTECTED BY A 4-INCH METAL PIPE WHICH PROJECTS 0.5
 BG2204'FOOT ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 BG2204'DEPTH OF 64 FEET.
 BG2204
 BG2204                          STATION RECOVERY (1975)
 BG2204
 BG2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2204'RECOVERED IN GOOD CONDITION.
 BG2204
 BG2204                          STATION RECOVERY (1985)
 BG2204
 BG2204'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BG2204'RECOVERED IN GOOD CONDITION.
 BG2204
 BG2204                          STATION RECOVERY (1990)
 BG2204
 BG2204'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2204'RECOVERED IN GOOD CONDITION.
 BG2204
 BG2204                          STATION RECOVERY (1996)
 BG2204
 BG2204'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2204'RECOVERED IN GOOD CONDITION.
 BG2204
 BG2204                          STATION RECOVERY (2004)
 BG2204
 BG2204'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2004 (RO)
 BG2204'RECOVERED IN GOOD CONDITION - T ROAD INTERSECTION IS JOLLY BAY ROAD
 BG2204'AND FLUFFY LANDING ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0787 ***********************************************************************
 AQ0787  DESIGNATION -  B 301
 AQ0787  PID         -  AQ0787
 AQ0787  STATE/COUNTY-  FL/MARION
 AQ0787  USGS QUAD   -  FARLES LAKE (1994)
 AQ0787
 AQ0787                         *CURRENT SURVEY CONTROL
 AQ0787  ___________________________________________________________________
 AQ0787* NAD 83(1986)-  29 05 31.     (N)    081 43 05.     (W)     SCALED    
 AQ0787* NAVD 88     -        27.397  (meters)      89.89   (feet)  ADJUSTED  
 AQ0787  ___________________________________________________________________
 AQ0787  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AQ0787  DYNAMIC HT  -          27.359 (meters)      89.76  (feet)  COMP
 AQ0787  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 AQ0787
 AQ0787  VERT ORDER  -  FIRST     CLASS II
 AQ0787
 AQ0787.The horizontal coordinates were scaled from a topographic map and have
 AQ0787.an estimated accuracy of +/- 6 seconds.
 AQ0787
 AQ0787.The orthometric height was determined by differential leveling
 AQ0787.and adjusted by the National Geodetic Survey in June 1991..
 AQ0787
 AQ0787.Photographs are available for this station.
 AQ0787
 AQ0787.The geoid height was determined by GEOID03.
 AQ0787
 AQ0787.The dynamic height is computed by dividing the NAVD 88
 AQ0787.geopotential number by the normal gravity value computed on the
 AQ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0787.degrees latitude (g = 980.6199 gals.).
 AQ0787
 AQ0787.The modeled gravity was interpolated from observed gravity values.
 AQ0787
 AQ0787;                    North         East    Units  Estimated Accuracy
 AQ0787;SPC FL W     -   527,250.      227,450.      MT  (+/- 180 meters Scaled)
 AQ0787
 AQ0787                          SUPERSEDED SURVEY CONTROL
 AQ0787
 AQ0787  NGVD 29 (??/??/92)   27.719  (m)           90.94   (f) ADJ UNCH    1 2
 AQ0787
 AQ0787.Superseded values are not recommended for survey control.
 AQ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0787.See file dsdata.txt to determine how the superseded data were derived.
 AQ0787
 AQ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN301183(NAD 83)
 AQ0787_MARKER: DB = BENCH MARK DISK
 AQ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0787_STAMPING: B 301 1968
 AQ0787_MARK LOGO: CGS   
 AQ0787_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0787+STABILITY: SURFACE MOTION
 AQ0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0787+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AQ0787
 AQ0787  HISTORY     - Date     Condition        Report By
 AQ0787  HISTORY     - 1968     MONUMENTED       CGS
 AQ0787  HISTORY     - 20040415 GOOD             FLDEP
 AQ0787
 AQ0787                          STATION DESCRIPTION
 AQ0787
 AQ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0787'13.2 MI N FROM ALTOONA.
 AQ0787'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0787'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 4.35
 AQ0787'MILES WEST ALONG FOREST SERVICE ROAD 73, THENCE ABOUT 2.95 MILES
 AQ0787'NORTH ALONG FOREST SERVICE ROAD 65, THENCE ABOUT 0.5 MILE WEST
 AQ0787'ALONG FOREST SERVICE ROAD ALTERNATE 95, ON THE TOP OF A SMALL
 AQ0787'HILL, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST
 AQ0787'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 AQ0787'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 AQ0787'THE GROUND.
 AQ0787
 AQ0787                          STATION RECOVERY (2004)
 AQ0787
 AQ0787'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0787'THE MARK IS ABOUT 12.0 MI SOUTHWEST OF ASTOR, 0.55 MI WEST OF FOREST
 AQ0787'ROAD NUMBER 566, IN  SECTION 21, TOWNSHIP 16 SOUTH, RANGE 26 EAST.
 AQ0787' 
 AQ0787'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 AQ0787'ROAD 19, ABOUT 6.0  MI WEST OF ASTOR, GO WEST ON STATE ROAD 40 FOR 7.0
 AQ0787'MI TO THE JUNCTION OF FOREST ROAD  NUMBER 588 ON THE LEFT, TURN LEFT
 AQ0787'ON FOREST ROAD NUMBER 588 AND GO SOUTH FOR 4.85 MI TO  THE
 AQ0787'INTERSECTION OF FOREST ROAD NUMBER 595, TURN LEFT ON FOREST ROAD
 AQ0787'NUMBER 595 AND  GO EAST FOR 0.9 MI TO AN ENTRANCE GATE TO A U.S. NAVAL
 AQ0787'BOMBING RANGE, TURN RIGHT ON  FOREST ROAD NUMBER 595 AND GO SOUTH FOR
 AQ0787'0.95 MI TO A 90 DEGREE LEFT TURN, CONTINUE THRU  THE CURVE AND GO EAST
 AQ0787'FOR 1.35 MI TO THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE  REACHED
 AQ0787'FROM THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19, ABOUT 6.0 MI
 AQ0787'WEST OF  ASTOR, GO SOUTH ON STATE ROAD 19 FOR 5.9 MI TO THE JUNCTION
 AQ0787'OF FOREST ROAD NUMBER 595  ON THE RIGHT, TURN RIGHT ON FOREST ROAD
 AQ0787'NUMBER 595 AND GO WEST FOR 5.0 MI TO THE  JUNCTION OF FOREST ROAD
 AQ0787'NUMBER 584 ON THE RIGHT AND AN ENTRANCE GATE TO A U.S. NAVAL  BOMBING
 AQ0787'RANGE, TURN LEFT ON FOREST ROAD NUMBER 595 AND GO SOUTH FOR 1.0 MI TO
 AQ0787'A 90  DEGREE RIGHT TURN, CONTINUE THRU THE CURVE AND GO WEST FOR 1.65
 AQ0787'MI TO THE MARK ON THE  LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AQ0787'MONUMENT PROJECTING 0.3 FT ABOVE THE LEVEL OF  THE GROUND AND LEVEL
 AQ0787'WITH FOREST ROAD 595.
 AQ0787' 
 AQ0787'LOCATED 53.0 FT WEST OF A SAND ROAD LEADING SOUTH, 35.0 FT SOUTH OF
 AQ0787'THE APPROXIMATE  CENTERLINE OF FOREST ROAD NUMBER 595 AND 2.8 FT EAST
 AQ0787'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0284 ***********************************************************************
 BG0284  DESIGNATION -  B 302
 BG0284  PID         -  BG0284
 BG0284  STATE/COUNTY-  FL/ESCAMBIA
 BG0284  USGS QUAD   -  PACE (1994)
 BG0284
 BG0284                         *CURRENT SURVEY CONTROL
 BG0284  ___________________________________________________________________
 BG0284* NAD 83(1986)-  30 31 14.     (N)    087 10 30.     (W)     SCALED    
 BG0284* NAVD 88     -         3.180  (meters)      10.43   (feet)  ADJUSTED  
 BG0284  ___________________________________________________________________
 BG0284  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BG0284  DYNAMIC HT  -           3.176 (meters)      10.42  (feet)  COMP
 BG0284  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 BG0284
 BG0284  VERT ORDER  -  FIRST     CLASS I
 BG0284
 BG0284.The horizontal coordinates were scaled from a topographic map and have
 BG0284.an estimated accuracy of +/- 6 seconds.
 BG0284
 BG0284.The orthometric height was determined by differential leveling
 BG0284.and adjusted by the National Geodetic Survey in June 1991..
 BG0284
 BG0284.The geoid height was determined by GEOID03.
 BG0284
 BG0284.The dynamic height is computed by dividing the NAVD 88
 BG0284.geopotential number by the normal gravity value computed on the
 BG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0284.degrees latitude (g = 980.6199 gals.).
 BG0284
 BG0284.The modeled gravity was interpolated from observed gravity values.
 BG0284
 BG0284;                    North         East    Units  Estimated Accuracy
 BG0284;SPC FL N     -   171,560.      343,290.      MT  (+/- 180 meters Scaled)
 BG0284
 BG0284                          SUPERSEDED SURVEY CONTROL
 BG0284
 BG0284  NGVD 29 (??/??/??)    3.127  (m)           10.26   (f) ADJUSTED    1 1
 BG0284
 BG0284.Superseded values are not recommended for survey control.
 BG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0284.See file dsdata.txt to determine how the superseded data were derived.
 BG0284
 BG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU832764(NAD 83)
 BG0284_MARKER: DB = BENCH MARK DISK
 BG0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG0284_SP_SET: CULVERT HEADWALL
 BG0284_STAMPING: B 302 1968
 BG0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG0284+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 BG0284
 BG0284  HISTORY     - Date     Condition        Report By
 BG0284  HISTORY     - 1968     MONUMENTED       CGS
 BG0284  HISTORY     - 1981     GOOD             LOCSUR
 BG0284  HISTORY     - 20030603 GOOD             USPSQD
 BG0284  HISTORY     - 20040813 GOOD             USPSQD
 BG0284  HISTORY     - 20050930 GOOD             USPSQD
 BG0284
 BG0284                          STATION DESCRIPTION
 BG0284
 BG0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG0284'7 MI SE FROM ENSLEY.
 BG0284'5.0 MILES EAST ALONG U.S. HIGHWAY 90 ALT. FROM THE U.S. HIGHWAY
 BG0284'29 OVERPASS AT ENSLEY, THENCE 2.05 MILES SOUTHEAST ALONG U.S.
 BG0284'HIGHWAY 90, 0.85 MILE NORTHWEST OF THE CROSSING OF A LOUISVILLE
 BG0284'AND NASHVILLE RAILROAD SPUR TRACK, SET IN THE TOP OF THE WEST
 BG0284'END OF THE NORTH CONCRETE HEADWALL OF A 16-FOOT CULVERT UNDER
 BG0284'THE HIGHWAY, 170.0 FEET NORTHWEST OF THE JUNCTION OF STATE
 BG0284'HIGHWAY 290 (OLIVE ROAD), 22.0 FEET NORTH OF THE CENTER LINE
 BG0284'OF U.S. HIGHWAY 90 AND ABOUT LEVEL WITH THE HIGHWAY.
 BG0284
 BG0284                          STATION RECOVERY (1981)
 BG0284
 BG0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BG0284'RECOVERED IN GOOD CONDITION.
 BG0284
 BG0284                          STATION RECOVERY (2003)
 BG0284
 BG0284'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG0284'WITNESS AND SIGN ARE IN GOOD CONDITION.
 BG0284
 BG0284                          STATION RECOVERY (2004)
 BG0284
 BG0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG0284'RECOVERED IN GOOD CONDITION.
 BG0284
 BG0284                          STATION RECOVERY (2005)
 BG0284
 BG0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0122 ***********************************************************************
 BG0122  DESIGNATION -  B 303
 BG0122  PID         -  BG0122
 BG0122  STATE/COUNTY-  FL/ESCAMBIA
 BG0122  USGS QUAD   -  CANTONMENT (1987)
 BG0122
 BG0122                         *CURRENT SURVEY CONTROL
 BG0122  ___________________________________________________________________
 BG0122* NAD 83(1986)-  30 31 59.     (N)    087 22 13.     (W)     SCALED    
 BG0122* NAVD 88     -        31.130  (meters)     102.13   (feet)  ADJUSTED  
 BG0122  ___________________________________________________________________
 BG0122  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BG0122  DYNAMIC HT  -          31.089 (meters)     102.00  (feet)  COMP
 BG0122  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 BG0122
 BG0122  VERT ORDER  -  FIRST     CLASS I
 BG0122
 BG0122.The horizontal coordinates were scaled from a topographic map and have
 BG0122.an estimated accuracy of +/- 6 seconds.
 BG0122
 BG0122.The orthometric height was determined by differential leveling
 BG0122.and adjusted by the National Geodetic Survey in June 1991..
 BG0122
 BG0122.The geoid height was determined by GEOID03.
 BG0122
 BG0122.The dynamic height is computed by dividing the NAVD 88
 BG0122.geopotential number by the normal gravity value computed on the
 BG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0122.degrees latitude (g = 980.6199 gals.).
 BG0122
 BG0122.The modeled gravity was interpolated from observed gravity values.
 BG0122
 BG0122;                    North         East    Units  Estimated Accuracy
 BG0122;SPC FL N     -   173,400.      324,590.      MT  (+/- 180 meters Scaled)
 BG0122
 BG0122                          SUPERSEDED SURVEY CONTROL
 BG0122
 BG0122  NGVD 29 (??/??/??)   31.081  (m)          101.97   (f) ADJUSTED    1 1
 BG0122
 BG0122.Superseded values are not recommended for survey control.
 BG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0122.See file dsdata.txt to determine how the superseded data were derived.
 BG0122
 BG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU644779(NAD 83)
 BG0122_MARKER: DB = BENCH MARK DISK
 BG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0122_STAMPING: B 303 1968
 BG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0122+STABILITY: SURFACE MOTION
 BG0122
 BG0122  HISTORY     - Date     Condition        Report By
 BG0122  HISTORY     - 1968     MONUMENTED       CGS
 BG0122  HISTORY     - 1981     GOOD             LOCSUR
 BG0122
 BG0122                          STATION DESCRIPTION
 BG0122
 BG0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG0122'5.4 MI W FROM ENSLEY.
 BG0122'5.35 MILES WEST ALONG U.S. HIGHWAY 90 ALT. FROM THE U.S. HIGHWAY
 BG0122'29 OVERPASS AT ENSLEY, AT THE SOUTHWEST CORNER OF THE LANDING
 BG0122'AREA OF U.S. NAVY HELIPORT SITE NO. 8 A, 73.0 FEET NORTH OF THE
 BG0122'CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF THE SOUTH FENCE
 BG0122'LINE, 2.0 FEET EAST OF A METAL WITNESS POST, 1.0 FOOT ABOVE THE
 BG0122'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG0122'1-INCH ABOVE THE GROUND.
 BG0122
 BG0122                          STATION RECOVERY (1981)
 BG0122
 BG0122'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BG0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2850 ***********************************************************************
 AK2850  DESIGNATION -  B 304
 AK2850  PID         -  AK2850
 AK2850  STATE/COUNTY-  FL/BREVARD
 AK2850  USGS QUAD   -  EAU GALLIE (1988)
 AK2850
 AK2850                         *CURRENT SURVEY CONTROL
 AK2850  ___________________________________________________________________
 AK2850* NAD 83(1986)-  28 13 32.     (N)    080 38 50.     (W)     SCALED    
 AK2850* NAVD 88     -         2.096  (meters)       6.88   (feet)  ADJUSTED  
 AK2850  ___________________________________________________________________
 AK2850  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2850  DYNAMIC HT  -           2.093 (meters)       6.87  (feet)  COMP
 AK2850  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AK2850
 AK2850  VERT ORDER  -  SECOND    CLASS 0
 AK2850
 AK2850.The horizontal coordinates were scaled from a topographic map and have
 AK2850.an estimated accuracy of +/- 6 seconds.
 AK2850
 AK2850.The orthometric height was determined by differential leveling
 AK2850.and adjusted by the National Geodetic Survey in June 1991..
 AK2850
 AK2850.The geoid height was determined by GEOID03.
 AK2850
 AK2850.The dynamic height is computed by dividing the NAVD 88
 AK2850.geopotential number by the normal gravity value computed on the
 AK2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2850.degrees latitude (g = 980.6199 gals.).
 AK2850
 AK2850.The modeled gravity was interpolated from observed gravity values.
 AK2850
 AK2850;                    North         East    Units  Estimated Accuracy
 AK2850;SPC FL E     -   431,250.      234,630.      MT  (+/- 180 meters Scaled)
 AK2850
 AK2850                          SUPERSEDED SURVEY CONTROL
 AK2850
 AK2850  NGVD 29 (??/??/92)    2.525  (m)            8.28   (f) ADJ UNCH    2 0
 AK2850
 AK2850.Superseded values are not recommended for survey control.
 AK2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2850.See file dsdata.txt to determine how the superseded data were derived.
 AK2850
 AK2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM346222(NAD 83)
 AK2850_MARKER: DB = BENCH MARK DISK
 AK2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2850_STAMPING: B 304 1970
 AK2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2850+STABILITY: SURFACE MOTION
 AK2850
 AK2850  HISTORY     - Date     Condition        Report By
 AK2850  HISTORY     - 1970     MONUMENTED       NGS
 AK2850  HISTORY     - 1971     GOOD             NGS
 AK2850  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK2850  HISTORY     - 1988     GOOD             USPSQD
 AK2850  HISTORY     - 1990     GOOD             USPSQD
 AK2850
 AK2850                          STATION DESCRIPTION
 AK2850
 AK2850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2850'9.2 MI NE FROM EAU GALLIE.
 AK2850'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK2850'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 7.25 MILES NORTH AND
 AK2850'NORTHWEST ALONG STATE HIGHWAY 3 S, ON MERRITT ISLAND, 17 1/2
 AK2850'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF
 AK2850'TELEPHONE POLE NO. 7 WHICH HAS A BRACE POLE ATTACHED, 2 FEET
 AK2850'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 AK2850'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 AK2850'LEVEL OF THE GROUND.  SEC. 17, T 26 S, R 37 E.
 AK2850
 AK2850                          STATION RECOVERY (1971)
 AK2850
 AK2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2850'RECOVERED IN GOOD CONDITION.
 AK2850
 AK2850                          STATION RECOVERY (1987)
 AK2850
 AK2850'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2850'MARK NOT FOUND.
 AK2850
 AK2850                          STATION RECOVERY (1988)
 AK2850
 AK2850'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK2850'RECOVERED IN GOOD CONDITION.
 AK2850
 AK2850                          STATION RECOVERY (1990)
 AK2850
 AK2850'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3451 ***********************************************************************
 AF3451  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3451  DESIGNATION -  B 305
 AF3451  PID         -  AF3451
 AF3451  STATE/COUNTY-  FL/BREVARD
 AF3451  USGS QUAD   -  SEBASTIAN (1970)
 AF3451
 AF3451                         *CURRENT SURVEY CONTROL
 AF3451  ___________________________________________________________________
 AF3451* NAD 83(1986)-  27 51 43.     (N)    080 26 55.     (W)     SCALED    
 AF3451* NAVD 88     -         8.907  (meters)      29.22   (feet)  ADJUSTED  
 AF3451  ___________________________________________________________________
 AF3451  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AF3451  DYNAMIC HT  -           8.894 (meters)      29.18  (feet)  COMP
 AF3451  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 AF3451
 AF3451  VERT ORDER  -  SECOND    CLASS 0
 AF3451
 AF3451.The horizontal coordinates were scaled from a topographic map and have
 AF3451.an estimated accuracy of +/- 6 seconds.
 AF3451
 AF3451.The orthometric height was determined by differential leveling
 AF3451.and adjusted by the National Geodetic Survey in September 1996..
 AF3451
 AF3451.This Tidal Bench Mark is designated as VM 5399
 AF3451.by the Center for Operational Oceanographic Products and Services.
 AF3451
 AF3451.The geoid height was determined by GEOID03.
 AF3451
 AF3451.The dynamic height is computed by dividing the NAVD 88
 AF3451.geopotential number by the normal gravity value computed on the
 AF3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3451.degrees latitude (g = 980.6199 gals.).
 AF3451
 AF3451.The modeled gravity was interpolated from observed gravity values.
 AF3451
 AF3451;                    North         East    Units  Estimated Accuracy
 AF3451;SPC FL E     -   391,030.      254,300.      MT  (+/- 180 meters Scaled)
 AF3451
 AF3451                          SUPERSEDED SURVEY CONTROL
 AF3451
 AF3451  NAVD 88 (06/15/91)    8.909  (m)           29.23   (f) UNKNOWN     2 0
 AF3451  NGVD 29 (09/01/92)    9.341  (m)           30.65   (f) ADJUSTED    2 0
 AF3451
 AF3451.Superseded values are not recommended for survey control.
 AF3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3451.See file dsdata.txt to determine how the superseded data were derived.
 AF3451
 AF3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL542820(NAD 83)
 AF3451_MARKER: DB = BENCH MARK DISK
 AF3451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3451_SP_SET: BRIDGE SIDEWALK
 AF3451_STAMPING: B 305 1970
 AF3451_MARK LOGO: FLHD  
 AF3451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3451+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AF3451
 AF3451  HISTORY     - Date     Condition        Report By
 AF3451  HISTORY     - 1970     MONUMENTED       FLHD
 AF3451  HISTORY     - 1970     GOOD             NGS
 AF3451  HISTORY     - 1971     GOOD             NGS
 AF3451  HISTORY     - 1979     GOOD             FLDNR
 AF3451  HISTORY     - 1979     GOOD             FLDT
 AF3451  HISTORY     - 1980     GOOD             FLDNR
 AF3451  HISTORY     - 1983     GOOD             USPSQD
 AF3451  HISTORY     - 1984     GOOD             FLDNR
 AF3451  HISTORY     - 1989     GOOD             USPSQD
 AF3451  HISTORY     - 1990     GOOD             USPSQD
 AF3451  HISTORY     - 19950116 GOOD             USPSQD
 AF3451  HISTORY     - 20040206 GOOD             USPSQD
 AF3451
 AF3451                          STATION DESCRIPTION
 AF3451
 AF3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3451'16 MI S FROM MELBOURNE BEACH.
 AF3451'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AF3451'POST OFFICE AT MELBOURNE BEACH, AT THE HIGHWAY BRIDGE OVER
 AF3451'SEBASTIAN INLET, 153.6 FEET SOUTH OF THE NORTH END OF THE BRIDGE,
 AF3451'15.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET ON THE
 AF3451'TOP OF THE BRIDGE CURBING, 0.5 FOOT WEST OF THE WEST FACE OF THE
 AF3451'EAST BANNISTER FOR BRIDGE AND 0.8 FOOT ABOVE THE LEVEL OF THE
 AF3451'BRIDGE FLOOR.  SEC 20, T30S, R39E.  THIS MARK MAY BE REACHED
 AF3451'BY GOING 2.6 MILES EAST ALONG STATE HIGHWAY 510 FROM THE
 AF3451'JUNCTION OF U.S. HIGHWAY 1 AT WABASSO, THENCE 7.4 MILES NORTH
 AF3451'ALONG STATE HIGHWAY A 1 A TO NORTH END OF HIGHWAY BRIDGE
 AF3451'OVER SEBASTIAN INLET AND MARK ON RIGHT.
 AF3451
 AF3451                          STATION RECOVERY (1971)
 AF3451
 AF3451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1979)
 AF3451
 AF3451'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1979)
 AF3451
 AF3451'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1980)
 AF3451
 AF3451'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1983)
 AF3451
 AF3451'RECOVERY NOTE BY US POWER SQUADRON 1983
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1984)
 AF3451
 AF3451'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1989)
 AF3451
 AF3451'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1990)
 AF3451
 AF3451'RECOVERY NOTE BY US POWER SQUADRON 1990 (GVK)
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (1995)
 AF3451
 AF3451'RECOVERY NOTE BY US POWER SQUADRON 1995
 AF3451'RECOVERED IN GOOD CONDITION.
 AF3451
 AF3451                          STATION RECOVERY (2004)
 AF3451
 AF3451'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMA)
 AF3451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3184 ***********************************************************************
 AF3184  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3184  DESIGNATION -  B 306
 AF3184  PID         -  AF3184
 AF3184  STATE/COUNTY-  FL/MARTIN
 AF3184  USGS QUAD   -  ST LUCIE INLET (1983)
 AF3184
 AF3184                         *CURRENT SURVEY CONTROL
 AF3184  ___________________________________________________________________
 AF3184* NAD 83(1986)-  27 10 45.     (N)    080 11 14.     (W)     SCALED    
 AF3184* NAVD 88     -         1.054  (meters)       3.46   (feet)  ADJUSTED  
 AF3184  ___________________________________________________________________
 AF3184  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF3184  DYNAMIC HT  -           1.052 (meters)       3.45  (feet)  COMP
 AF3184  MODELED GRAV-     979,111.9   (mgal)                       NAVD 88
 AF3184
 AF3184  VERT ORDER  -  SECOND    CLASS 0
 AF3184
 AF3184.The horizontal coordinates were scaled from a topographic map and have
 AF3184.an estimated accuracy of +/- 6 seconds.
 AF3184
 AF3184.The orthometric height was determined by differential leveling
 AF3184.and adjusted by the National Geodetic Survey in June 1991..
 AF3184
 AF3184.This Tidal Bench Mark is designated as VM 5452
 AF3184.by the Center for Operational Oceanographic Products and Services.
 AF3184
 AF3184.The geoid height was determined by GEOID03.
 AF3184
 AF3184.The dynamic height is computed by dividing the NAVD 88
 AF3184.geopotential number by the normal gravity value computed on the
 AF3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3184.degrees latitude (g = 980.6199 gals.).
 AF3184
 AF3184.The modeled gravity was interpolated from observed gravity values.
 AF3184
 AF3184;                    North         East    Units  Estimated Accuracy
 AF3184;SPC FL E     -   315,520.      280,540.      MT  (+/- 180 meters Scaled)
 AF3184
 AF3184                          SUPERSEDED SURVEY CONTROL
 AF3184
 AF3184  NGVD 29 (09/01/92)    1.501  (m)            4.92   (f) ADJUSTED    2 0
 AF3184
 AF3184.Superseded values are not recommended for survey control.
 AF3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3184.See file dsdata.txt to determine how the superseded data were derived.
 AF3184
 AF3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL805065(NAD 83)
 AF3184_MARKER: DB = BENCH MARK DISK
 AF3184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3184_SP_SET: CONCRETE BULKHEAD
 AF3184_STAMPING: B 306 1970
 AF3184_MARK LOGO: CGS   
 AF3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3184+STABILITY: SURFACE MOTION
 AF3184
 AF3184  HISTORY     - Date     Condition        Report By
 AF3184  HISTORY     - 1970     MONUMENTED       NGS
 AF3184  HISTORY     - 1972     GOOD             NGS
 AF3184  HISTORY     - 1986     GOOD             FLDNR
 AF3184  HISTORY     - 1987     GOOD             USPSQD
 AF3184  HISTORY     - 1988     GOOD             USPSQD
 AF3184  HISTORY     - 1989     GOOD             USPSQD
 AF3184  HISTORY     - 1991     GOOD             USPSQD
 AF3184
 AF3184                          STATION DESCRIPTION
 AF3184
 AF3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3184'5.2 MI SE FROM STUART.
 AF3184'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3184'COURTHOUSE AT STUART, THENCE 1.85 MILES SOUTH ALONG SEWALLS POINT
 AF3184'ROAD, AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO THE INDIAN
 AF3184'RIVER, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 AF3184'OVER A NARROW WATERWAY, SET IN THE TOP OF THE SOUTHWEST CORNER
 AF3184'OF A SEAWALL, 63 FEET EAST OF THE CENTER LINE OF THE SEWALLS
 AF3184'POINT ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE DRIVE LEADING
 AF3184'EAST, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL
 AF3184'AND ABOUT LEVEL WITH THE ROAD.
 AF3184
 AF3184                          STATION RECOVERY (1972)
 AF3184
 AF3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3184'RECOVERED IN GOOD CONDITION.
 AF3184
 AF3184                          STATION RECOVERY (1986)
 AF3184
 AF3184'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3184'RECOVERED IN GOOD CONDITION.
 AF3184
 AF3184                          STATION RECOVERY (1987)
 AF3184
 AF3184'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3184'RECOVERED IN GOOD CONDITION.
 AF3184
 AF3184                          STATION RECOVERY (1988)
 AF3184
 AF3184'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWH)
 AF3184'RECOVERED IN GOOD CONDITION.
 AF3184
 AF3184                          STATION RECOVERY (1989)
 AF3184
 AF3184'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3184'RECOVERED IN GOOD CONDITION.
 AF3184
 AF3184                          STATION RECOVERY (1991)
 AF3184
 AF3184'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3288 ***********************************************************************
 AF3288  DESIGNATION -  B 307
 AF3288  PID         -  AF3288
 AF3288  STATE/COUNTY-  FL/ST LUCIE
 AF3288  USGS QUAD   -  INDRIO (1983)
 AF3288
 AF3288                         *CURRENT SURVEY CONTROL
 AF3288  ___________________________________________________________________
 AF3288* NAD 83(1986)-  27 31 29.     (N)    080 18 45.     (W)     SCALED    
 AF3288* NAVD 88     -         2.789  (meters)       9.15   (feet)  ADJUSTED  
 AF3288  ___________________________________________________________________
 AF3288  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AF3288  DYNAMIC HT  -           2.785 (meters)       9.14  (feet)  COMP
 AF3288  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 AF3288
 AF3288  VERT ORDER  -  SECOND    CLASS 0
 AF3288
 AF3288.The horizontal coordinates were scaled from a topographic map and have
 AF3288.an estimated accuracy of +/- 6 seconds.
 AF3288
 AF3288.The orthometric height was determined by differential leveling
 AF3288.and adjusted by the National Geodetic Survey in June 1991..
 AF3288
 AF3288.The geoid height was determined by GEOID03.
 AF3288
 AF3288.The dynamic height is computed by dividing the NAVD 88
 AF3288.geopotential number by the normal gravity value computed on the
 AF3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3288.degrees latitude (g = 980.6199 gals.).
 AF3288
 AF3288.The modeled gravity was interpolated from observed gravity values.
 AF3288
 AF3288;                    North         East    Units  Estimated Accuracy
 AF3288;SPC FL E     -   353,730.      267,920.      MT  (+/- 180 meters Scaled)
 AF3288
 AF3288                          SUPERSEDED SURVEY CONTROL
 AF3288
 AF3288  NGVD 29 (??/??/92)    3.240  (m)           10.63   (f) ADJ UNCH    2 0
 AF3288
 AF3288.Superseded values are not recommended for survey control.
 AF3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3288.See file dsdata.txt to determine how the superseded data were derived.
 AF3288
 AF3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL678447(NAD 83)
 AF3288_MARKER: DB = BENCH MARK DISK
 AF3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3288_STAMPING: B 307 1970
 AF3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3288+STABILITY: SURFACE MOTION
 AF3288
 AF3288  HISTORY     - Date     Condition        Report By
 AF3288  HISTORY     - 1970     MONUMENTED       NGS
 AF3288  HISTORY     - 1971     GOOD             NGS
 AF3288  HISTORY     - 1978     GOOD             FLDT
 AF3288  HISTORY     - 198807   MARK NOT FOUND   USPSQD
 AF3288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3288
 AF3288                          STATION DESCRIPTION
 AF3288
 AF3288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3288'5.2 MI NE FROM FT PIERCE.
 AF3288'ABOUT 5.2 MILES NORTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3288'JUNCTION OF U.S. HIGHWAY 1 AT FT PIERCE, AT THE OUTSIDE AND NEAR
 AF3288'THE SOUTH END OF A CURVE, 50 1/2 FEET WEST OF THE CENTER LINE
 AF3288'OF THE HIGHWAY, 1 1/2 FEET SOUTH OF A 2-FOOT HIGH CONCRETE
 AF3288'RIGHT-OF-WAY MARKER, 1.9 FEET NORTH OF A METAL WITNESS POST, 1
 AF3288'FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AF3288'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 AF3288'GROUND.
 AF3288
 AF3288                          STATION RECOVERY (1971)
 AF3288
 AF3288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3288'RECOVERED IN GOOD CONDITION.
 AF3288
 AF3288                          STATION RECOVERY (1978)
 AF3288
 AF3288'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF3288'RECOVERED IN GOOD CONDITION.
 AF3288
 AF3288                          STATION RECOVERY (1988)
 AF3288
 AF3288'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3288'MARK NOT FOUND.
 AF3288
 AF3288                          STATION RECOVERY (1989)
 AF3288
 AF3288'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3203 ***********************************************************************
 AF3203  DESIGNATION -  B 308
 AF3203  PID         -  AF3203
 AF3203  STATE/COUNTY-  FL/ST LUCIE
 AF3203  USGS QUAD   -  FORT PIERCE (1983)
 AF3203
 AF3203                         *CURRENT SURVEY CONTROL
 AF3203  ___________________________________________________________________
 AF3203* NAD 83(1986)-  27 23 43.     (N)    080 15 48.     (W)     SCALED    
 AF3203* NAVD 88     -         0.642  (meters)       2.11   (feet)  ADJUSTED  
 AF3203  ___________________________________________________________________
 AF3203  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AF3203  DYNAMIC HT  -           0.641 (meters)       2.10  (feet)  COMP
 AF3203  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 AF3203
 AF3203  VERT ORDER  -  SECOND    CLASS 0
 AF3203
 AF3203.The horizontal coordinates were scaled from a topographic map and have
 AF3203.an estimated accuracy of +/- 6 seconds.
 AF3203
 AF3203.The orthometric height was determined by differential leveling
 AF3203.and adjusted by the National Geodetic Survey in June 1991..
 AF3203.WARNING-Repeat measurements at this control monument indicate possible
 AF3203.vertical movement.
 AF3203
 AF3203.The geoid height was determined by GEOID03.
 AF3203
 AF3203.The dynamic height is computed by dividing the NAVD 88
 AF3203.geopotential number by the normal gravity value computed on the
 AF3203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3203.degrees latitude (g = 980.6199 gals.).
 AF3203
 AF3203.The modeled gravity was interpolated from observed gravity values.
 AF3203
 AF3203;                    North         East    Units  Estimated Accuracy
 AF3203;SPC FL E     -   339,420.      272,860.      MT  (+/- 180 meters Scaled)
 AF3203
 AF3203                          SUPERSEDED SURVEY CONTROL
 AF3203
 AF3203  NGVD 29 (??/??/92)    1.098  (m)            3.60   (f) ADJ UNCH    2 0
 AF3203
 AF3203.Superseded values are not recommended for survey control.
 AF3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3203.See file dsdata.txt to determine how the superseded data were derived.
 AF3203
 AF3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL728304(NAD 83)
 AF3203_MARKER: DB = BENCH MARK DISK
 AF3203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF3203_STAMPING: B 308 1970
 AF3203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3203+STABILITY: SURFACE MOTION
 AF3203
 AF3203  HISTORY     - Date     Condition        Report By
 AF3203  HISTORY     - 1970     MONUMENTED       NGS
 AF3203  HISTORY     - 1978     GOOD             FLDT
 AF3203  HISTORY     - 1987     GOOD             USPSQD
 AF3203  HISTORY     - 1989     GOOD             USPSQD
 AF3203
 AF3203                          STATION DESCRIPTION
 AF3203
 AF3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3203'5.8 MI S FROM FT PIERCE.
 AF3203'ABOUT 5.85 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AF3203'OF SEAWAY DRIVE AT FT. PIERCE, 95 FEET SOUTHEAST OF THE CENTER
 AF3203'OF THE JUNCTION OF THE HIGHWAY AND A SAND ROAD LEADING EAST TO
 AF3203'THE OCEAN, 75 FEET SOUTH OF THE CENTER LINE OF THE SAND ROAD,
 AF3203'40 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN A ROW OF
 AF3203'SMALL EVERGREEN TREES, 1.6 FEET NORTH OF A METAL WITNESS POST,
 AF3203'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AF3203'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AF3203
 AF3203                          STATION RECOVERY (1978)
 AF3203
 AF3203'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AF3203'RECOVERED IN GOOD CONDITION.
 AF3203
 AF3203                          STATION RECOVERY (1987)
 AF3203
 AF3203'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3203'RECOVERED IN GOOD CONDITION.
 AF3203
 AF3203                          STATION RECOVERY (1989)
 AF3203
 AF3203'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRD)
 AF3203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3072 ***********************************************************************
 AF3072  DESIGNATION -  B 309
 AF3072  PID         -  AF3072
 AF3072  STATE/COUNTY-  FL/MARTIN
 AF3072  USGS QUAD   -  GOMEZ (1983)
 AF3072
 AF3072                         *CURRENT SURVEY CONTROL
 AF3072  ___________________________________________________________________
 AF3072* NAD 83(1986)-  27 07 08.     (N)    080 08 29.     (W)     SCALED    
 AF3072* NAVD 88     -         1.435  (meters)       4.71   (feet)  ADJUSTED  
 AF3072  ___________________________________________________________________
 AF3072  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF3072  DYNAMIC HT  -           1.432 (meters)       4.70  (feet)  COMP
 AF3072  MODELED GRAV-     979,102.8   (mgal)                       NAVD 88
 AF3072
 AF3072  VERT ORDER  -  SECOND    CLASS 0
 AF3072
 AF3072.The horizontal coordinates were scaled from a topographic map and have
 AF3072.an estimated accuracy of +/- 6 seconds.
 AF3072
 AF3072.The orthometric height was determined by differential leveling
 AF3072.and adjusted by the National Geodetic Survey in June 1991..
 AF3072
 AF3072.The geoid height was determined by GEOID03.
 AF3072
 AF3072.The dynamic height is computed by dividing the NAVD 88
 AF3072.geopotential number by the normal gravity value computed on the
 AF3072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3072.degrees latitude (g = 980.6199 gals.).
 AF3072
 AF3072.The modeled gravity was interpolated from observed gravity values.
 AF3072
 AF3072;                    North         East    Units  Estimated Accuracy
 AF3072;SPC FL E     -   308,870.      285,130.      MT  (+/- 180 meters Scaled)
 AF3072
 AF3072                          SUPERSEDED SURVEY CONTROL
 AF3072
 AF3072  NGVD 29 (??/??/92)    1.881  (m)            6.17   (f) ADJ UNCH    2 0
 AF3072
 AF3072.Superseded values are not recommended for survey control.
 AF3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3072.See file dsdata.txt to determine how the superseded data were derived.
 AF3072
 AF3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK850998(NAD 83)
 AF3072_MARKER: DB = BENCH MARK DISK
 AF3072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AF3072+WITH SETTING: INTO GROUND
 AF3072_STAMPING: B 309 1970
 AF3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3072+STABILITY: SURFACE MOTION
 AF3072
 AF3072  HISTORY     - Date     Condition        Report By
 AF3072  HISTORY     - 1970     MONUMENTED       NGS
 AF3072  HISTORY     - 1978     MARK NOT FOUND   DOD
 AF3072
 AF3072                          STATION DESCRIPTION
 AF3072
 AF3072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3072'4.9 MI NE FROM HOBE SOUND.
 AF3072'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3072'OF STATE HIGHWAY A 1 A AT HOBE SOUND, THENCE 1.9 MILES NORTH
 AF3072'ALONG A PAVED ROAD, THENCE 2.0 MILES NORTH ALONG THE ATLANTIC
 AF3072'OCEAN BEACH, 37 YARDS EAST OF THE EAST EDGE OF A HIGH SAND
 AF3072'BANK, 91 FEET NORTHWEST OF THE WEST LEG OF A SIGN WHICH READS
 AF3072'REED WILDERNESS SEASHORE, 9 1/2 FEET SOUTHEAST OF A 6-INCH PINE
 AF3072'TREE WITH A WITNESS SIGN ATTACHED TO THE EAST SIDE, 1.6 FEET
 AF3072'SOUTH OF A WOODEN WITNESS POST, 4 FEET BELOW THE HIGHEST POINT
 AF3072'IN THE AREA, A DISK BRAZED ON THE TOP OF A 2-INCH IRON PIPE
 AF3072'WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AF3072
 AF3072                          STATION RECOVERY (1978)
 AF3072
 AF3072'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AF3072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0043 ***********************************************************************
 AQ0043  DESIGNATION -  B 31
 AQ0043  PID         -  AQ0043
 AQ0043  STATE/COUNTY-  FL/PUTNAM
 AQ0043  USGS QUAD   -  PALATKA (1992)
 AQ0043
 AQ0043                         *CURRENT SURVEY CONTROL
 AQ0043  ___________________________________________________________________
 AQ0043* NAD 83(1986)-  29 41 26.     (N)    081 39 34.     (W)     SCALED    
 AQ0043* NAVD 88     -         4.034  (meters)      13.23   (feet)  ADJUSTED  
 AQ0043  ___________________________________________________________________
 AQ0043  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AQ0043  DYNAMIC HT  -           4.028 (meters)      13.22  (feet)  COMP
 AQ0043  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 AQ0043
 AQ0043  VERT ORDER  -  FIRST     CLASS II
 AQ0043
 AQ0043.The horizontal coordinates were scaled from a topographic map and have
 AQ0043.an estimated accuracy of +/- 6 seconds.
 AQ0043
 AQ0043.The orthometric height was determined by differential leveling
 AQ0043.and adjusted by the National Geodetic Survey in June 1991..
 AQ0043
 AQ0043.The geoid height was determined by GEOID03.
 AQ0043
 AQ0043.The dynamic height is computed by dividing the NAVD 88
 AQ0043.geopotential number by the normal gravity value computed on the
 AQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0043.degrees latitude (g = 980.6199 gals.).
 AQ0043
 AQ0043.The modeled gravity was interpolated from observed gravity values.
 AQ0043
 AQ0043;                    North         East    Units  Estimated Accuracy
 AQ0043;SPC FL E     -   593,750.      136,180.      MT  (+/- 180 meters Scaled)
 AQ0043
 AQ0043                          SUPERSEDED SURVEY CONTROL
 AQ0043
 AQ0043  NGVD 29 (??/??/92)    4.327  (m)           14.20   (f) ADJ UNCH    1 2
 AQ0043
 AQ0043.Superseded values are not recommended for survey control.
 AQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0043.See file dsdata.txt to determine how the superseded data were derived.
 AQ0043
 AQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN362846(NAD 83)
 AQ0043_MARKER: DB = BENCH MARK DISK
 AQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0043_STAMPING: B 31 1932
 AQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0043+STABILITY: SURFACE MOTION
 AQ0043
 AQ0043  HISTORY     - Date     Condition        Report By
 AQ0043  HISTORY     - 1932     MONUMENTED       CGS
 AQ0043  HISTORY     - 1970     GOOD             LOCENG
 AQ0043
 AQ0043                          STATION DESCRIPTION
 AQ0043
 AQ0043'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0043'3 MI N FROM PALATKA.
 AQ0043'ABOUT 3 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AQ0043'PALATKA, LOCENG   UNTY, ABOUT 17 MILES NORTH OF MILEPOST 52,
 AQ0043'AT PECAN, ABOUT 100 FEET SOUTH OF A DIRT ROAD CROSSING, AND 44
 AQ0043'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED B 31 1932
 AQ0043'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2865 ***********************************************************************
 AD2865  DESIGNATION -  B 310
 AD2865  PID         -  AD2865
 AD2865  STATE/COUNTY-  FL/PALM BEACH
 AD2865  USGS QUAD   -  RIVIERA BEACH (1983)
 AD2865
 AD2865                         *CURRENT SURVEY CONTROL
 AD2865  ___________________________________________________________________
 AD2865* NAD 83(1986)-  26 45 53.     (N)    080 02 15.     (W)     SCALED    
 AD2865* NAVD 88     -         3.671  (meters)      12.04   (feet)  ADJUSTED  
 AD2865  ___________________________________________________________________
 AD2865  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AD2865  DYNAMIC HT  -           3.665 (meters)      12.02  (feet)  COMP
 AD2865  MODELED GRAV-     979,113.9   (mgal)                       NAVD 88
 AD2865
 AD2865  VERT ORDER  -  SECOND    CLASS 0
 AD2865
 AD2865.The horizontal coordinates were scaled from a topographic map and have
 AD2865.an estimated accuracy of +/- 6 seconds.
 AD2865
 AD2865.The orthometric height was determined by differential leveling
 AD2865.and adjusted by the National Geodetic Survey in June 1991..
 AD2865
 AD2865.The geoid height was determined by GEOID03.
 AD2865
 AD2865.The dynamic height is computed by dividing the NAVD 88
 AD2865.geopotential number by the normal gravity value computed on the
 AD2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2865.degrees latitude (g = 980.6199 gals.).
 AD2865
 AD2865.The modeled gravity was interpolated from observed gravity values.
 AD2865
 AD2865;                    North         East    Units  Estimated Accuracy
 AD2865;SPC FL E     -   269,700.      295,730.      MT  (+/- 180 meters Scaled)
 AD2865
 AD2865                          SUPERSEDED SURVEY CONTROL
 AD2865
 AD2865  NGVD 29 (??/??/92)    4.134  (m)           13.56   (f) ADJ UNCH    2 0
 AD2865
 AD2865.Superseded values are not recommended for survey control.
 AD2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2865.See file dsdata.txt to determine how the superseded data were derived.
 AD2865
 AD2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK956607(NAD 83)
 AD2865_MARKER: DB = BENCH MARK DISK
 AD2865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2865_SP_SET: SEAWALL
 AD2865_STAMPING: B 310 1970
 AD2865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2865+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AD2865
 AD2865  HISTORY     - Date     Condition        Report By
 AD2865  HISTORY     - 1970     MONUMENTED       NGS
 AD2865  HISTORY     - 1973     GOOD             NGS
 AD2865  HISTORY     - 1983     GOOD             USPSQD
 AD2865  HISTORY     - 1988     GOOD             USPSQD
 AD2865  HISTORY     - 19940621 MARK NOT FOUND   USPSQD
 AD2865  HISTORY     - 19950602 GOOD             USPSQD
 AD2865  HISTORY     - 20030506 GOOD             USPSQD
 AD2865  HISTORY     - 20040508 GOOD             USPSQD
 AD2865  HISTORY     - 20050509 GOOD             USPSQD
 AD2865
 AD2865                          STATION DESCRIPTION
 AD2865
 AD2865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2865'AT PALM BEACH.
 AD2865'AT PALM BEACH, 0.4 MILE SOUTH ALONG NORTH OCEAN BLVD FROM THE
 AD2865'TRAFFIC CIRCLE AT THE NORTH END OF THE BLVD, AT THE OUTSIDE OF A
 AD2865'SHARP CURVE, SET IN THE TOP OF A CONCRETE SEAWALL, 23 FEET
 AD2865'NORTHEAST OF THE NORTHEAST CURVED CURB LINE OF NORTH OCEAN BLVD,
 AD2865'12 FEET SOUTH OF THE EXTENDED CENTER LINE OF A STREET LEADING
 AD2865'WEST, 6 FEET SOUTHEAST OF THE EAST END OF A SHORT 4-FOOT HIGH
 AD2865'CONCRETE WALL AND 2 FEET BELOW THE LEVEL OF THE BLVD.
 AD2865
 AD2865                          STATION RECOVERY (1973)
 AD2865
 AD2865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2865'RECOVERED IN GOOD CONDITION.
 AD2865
 AD2865                          STATION RECOVERY (1983)
 AD2865
 AD2865'RECOVERY NOTE BY US POWER SQUADRON 1983
 AD2865'RECOVERED IN GOOD CONDITION.
 AD2865
 AD2865                          STATION RECOVERY (1988)
 AD2865
 AD2865'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD2865'RECOVERED IN GOOD CONDITION.
 AD2865
 AD2865                          STATION RECOVERY (1994)
 AD2865
 AD2865'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2865'MARK NOT FOUND.
 AD2865
 AD2865                          STATION RECOVERY (1995)
 AD2865
 AD2865'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2865'RECOVERED IN GOOD CONDITION.
 AD2865
 AD2865                          STATION RECOVERY (2003)
 AD2865
 AD2865'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2865'ORIGINAL SEAWALL 2 FOOT UNDER SAND.  DUG OUT AND USED BY SURVEYORS
 AD2865'RECENTLY.
 AD2865
 AD2865                          STATION RECOVERY (2004)
 AD2865
 AD2865'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2865'RECOVERED IN GOOD CONDITION.
 AD2865
 AD2865                          STATION RECOVERY (2005)
 AD2865
 AD2865'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2430 ***********************************************************************
 AD2430  DESIGNATION -  B 311
 AD2430  PID         -  AD2430
 AD2430  STATE/COUNTY-  FL/BROWARD
 AD2430  USGS QUAD   -  PORT EVERGLADES (1983)
 AD2430
 AD2430                         *CURRENT SURVEY CONTROL
 AD2430  ___________________________________________________________________
 AD2430* NAD 83(1986)-  26 00 43.     (N)    080 07 26.     (W)     SCALED    
 AD2430* NAVD 88     -         0.512  (meters)       1.68   (feet)  ADJUSTED  
 AD2430  ___________________________________________________________________
 AD2430  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AD2430  DYNAMIC HT  -           0.512 (meters)       1.68  (feet)  COMP
 AD2430  MODELED GRAV-     979,049.4   (mgal)                       NAVD 88
 AD2430
 AD2430  VERT ORDER  -  SECOND    CLASS 0
 AD2430
 AD2430.The horizontal coordinates were scaled from a topographic map and have
 AD2430.an estimated accuracy of +/- 6 seconds.
 AD2430
 AD2430.The orthometric height was determined by differential leveling
 AD2430.and adjusted by the National Geodetic Survey in June 1991..
 AD2430
 AD2430.The geoid height was determined by GEOID03.
 AD2430
 AD2430.The dynamic height is computed by dividing the NAVD 88
 AD2430.geopotential number by the normal gravity value computed on the
 AD2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2430.degrees latitude (g = 980.6199 gals.).
 AD2430
 AD2430.The modeled gravity was interpolated from observed gravity values.
 AD2430
 AD2430;                    North         East    Units  Estimated Accuracy
 AD2430;SPC FL E     -   186,230.      287,700.      MT  (+/- 180 meters Scaled)
 AD2430
 AD2430                          SUPERSEDED SURVEY CONTROL
 AD2430
 AD2430  NGVD 29 (??/??/92)    0.996  (m)            3.27   (f) ADJ UNCH    2 0
 AD2430
 AD2430.Superseded values are not recommended for survey control.
 AD2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2430.See file dsdata.txt to determine how the superseded data were derived.
 AD2430
 AD2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876773(NAD 83)
 AD2430_MARKER: DB = BENCH MARK DISK
 AD2430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2430_SP_SET: CONCRETE BLOCK
 AD2430_STAMPING: B 311 1970
 AD2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2430
 AD2430  HISTORY     - Date     Condition        Report By
 AD2430  HISTORY     - 1970     MONUMENTED       NGS
 AD2430  HISTORY     - 1973     GOOD             NGS
 AD2430  HISTORY     - 1990     GOOD             USPSQD
 AD2430  HISTORY     - 19910618 GOOD             USPSQD
 AD2430  HISTORY     - 19940413 GOOD             USPSQD
 AD2430  HISTORY     - 19950107 GOOD             USPSQD
 AD2430  HISTORY     - 19980221 GOOD             USPSQD
 AD2430
 AD2430                          STATION DESCRIPTION
 AD2430
 AD2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2430'AT HOLLYWOOD.
 AD2430'AT HOLLYWOOD, ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY A 1 A
 AD2430'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 0.4 MILE WEST OF THE
 AD2430'JUNCTION OF STATE HIGHWAY 820 AND STATE HIGHWAY A 1 A AT
 AD2430'HOLLYWOOD BEACH, SET ON TOP AND IN THE CENTER OF A 4-BY 4-FOOT
 AD2430'CONCRETE BLOCK, 2.8 FEET NORTH OF THE NORTH CURB OF STATE
 AD2430'HIGHWAY 820, 33 FEET EAST OF THE APPROXIMATE CENTER LINE OF
 AD2430'N 9TH AVENUE, 7 FEET EAST OF A LIGHT POLE, ABOUT LEVEL WITH THE
 AD2430'HIGHWAY AND PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AD2430
 AD2430                          STATION RECOVERY (1973)
 AD2430
 AD2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2430'RECOVERED IN GOOD CONDITION.
 AD2430
 AD2430                          STATION RECOVERY (1990)
 AD2430
 AD2430'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2430'RECOVERED IN GOOD CONDITION.
 AD2430
 AD2430                          STATION RECOVERY (1991)
 AD2430
 AD2430'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2430'RECOVERED IN GOOD CONDITION.
 AD2430
 AD2430                          STATION RECOVERY (1994)
 AD2430
 AD2430'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2430'RECOVERED IN GOOD CONDITION.
 AD2430
 AD2430                          STATION RECOVERY (1995)
 AD2430
 AD2430'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2430'RECOVERED IN GOOD CONDITION.
 AD2430
 AD2430                          STATION RECOVERY (1998)
 AD2430
 AD2430'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2609 ***********************************************************************
 AD2609  DESIGNATION -  B 312
 AD2609  PID         -  AD2609
 AD2609  STATE/COUNTY-  FL/BROWARD
 AD2609  USGS QUAD   -  BOCA RATON (1983)
 AD2609
 AD2609                         *CURRENT SURVEY CONTROL
 AD2609  ___________________________________________________________________
 AD2609* NAD 83(1986)-  26 16 44.     (N)    080 04 48.     (W)     SCALED    
 AD2609* NAVD 88     -         1.824  (meters)       5.98   (feet)  ADJUSTED  
 AD2609  ___________________________________________________________________
 AD2609  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AD2609  DYNAMIC HT  -           1.821 (meters)       5.97  (feet)  COMP
 AD2609  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 AD2609
 AD2609  VERT ORDER  -  SECOND    CLASS 0
 AD2609
 AD2609.The horizontal coordinates were scaled from a topographic map and have
 AD2609.an estimated accuracy of +/- 6 seconds.
 AD2609
 AD2609.The orthometric height was determined by differential leveling
 AD2609.and adjusted by the National Geodetic Survey in June 1991..
 AD2609
 AD2609.The geoid height was determined by GEOID03.
 AD2609
 AD2609.The dynamic height is computed by dividing the NAVD 88
 AD2609.geopotential number by the normal gravity value computed on the
 AD2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2609.degrees latitude (g = 980.6199 gals.).
 AD2609
 AD2609.The modeled gravity was interpolated from observed gravity values.
 AD2609
 AD2609;                    North         East    Units  Estimated Accuracy
 AD2609;SPC FL E     -   215,840.      291,890.      MT  (+/- 180 meters Scaled)
 AD2609
 AD2609                          SUPERSEDED SURVEY CONTROL
 AD2609
 AD2609  NGVD 29 (09/01/92)    2.305  (m)            7.56   (f) ADJUSTED    2 0
 AD2609
 AD2609.Superseded values are not recommended for survey control.
 AD2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2609.See file dsdata.txt to determine how the superseded data were derived.
 AD2609
 AD2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918068(NAD 83)
 AD2609_MARKER: DB = BENCH MARK DISK
 AD2609_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2609_SP_SET: CONCRETE SEAWALL
 AD2609_STAMPING: B 312 1970
 AD2609_MARK LOGO: CGS   
 AD2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2609+STABILITY: SURFACE MOTION
 AD2609
 AD2609  HISTORY     - Date     Condition        Report By
 AD2609  HISTORY     - 1970     MONUMENTED       NGS
 AD2609  HISTORY     - 1973     GOOD             NGS
 AD2609  HISTORY     - 1982     GOOD             USPSQD
 AD2609  HISTORY     - 1985     GOOD             USPSQD
 AD2609  HISTORY     - 1986     GOOD             FLDNR
 AD2609  HISTORY     - 1987     GOOD             LOCSUR
 AD2609  HISTORY     - 1988     GOOD             USPSQD
 AD2609  HISTORY     - 1988     GOOD             USPSQD
 AD2609  HISTORY     - 1989     GOOD             USPSQD
 AD2609  HISTORY     - 1989     GOOD             USPSQD
 AD2609  HISTORY     - 1990     GOOD             USPSQD
 AD2609  HISTORY     - 19910609 GOOD             USPSQD
 AD2609  HISTORY     - 20020417 GOOD             USPSQD
 AD2609
 AD2609                          STATION DESCRIPTION
 AD2609
 AD2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2609'2.4 MI S FROM DEERFIELD BEACH.
 AD2609'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2609'OF STATE HIGHWAY 810 AT DEERFIELD BEACH, 210 FEET SOUTHWEST OF
 AD2609'THE SOUTHWEST CORNER OF THE BAREFOOT MAILMAN HOTEL, 114 FEET
 AD2609'WEST OF THE CENTER LINE OF THE HIGHWAY, 13.2 FEET NORTHWEST OF
 AD2609'THE NORTHWEST CORNER OF A BATHHOUSE, 1 FOOT EAST OF THE WEST
 AD2609'EDGE OF THE SEAWALL AND SET IN THE TOP OF A CONCRETE SEAWALL
 AD2609'WHICH IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THIS
 AD2609'MARK MAY BE REACHED BY GOING ABOUT 3.4 MILES NORTH ALONG STATE
 AD2609'HIGHWAY A 1 A FROM THE JUNCTION OF STATE HIGHWAY 814 AT POMPANO
 AD2609'BEACH.
 AD2609
 AD2609                          STATION RECOVERY (1973)
 AD2609
 AD2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1982)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1982
 AD2609'CHANGE DESC: EXCEPT BATH HOUSE REMOVED--NO WITNESS POST.
 AD2609
 AD2609                          STATION RECOVERY (1985)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1985
 AD2609'NOTE--BATHHOUSE DESCRIBED HAS BEEN TORN DOWN.
 AD2609
 AD2609                          STATION RECOVERY (1986)
 AD2609
 AD2609'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1987)
 AD2609
 AD2609'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (JHH)
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1988)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1988 (TC)
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1988)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1988 (CEP)
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1989)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1989 (AJM)
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1989)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1990)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (1991)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2609'RECOVERED IN GOOD CONDITION.
 AD2609
 AD2609                          STATION RECOVERY (2002)
 AD2609
 AD2609'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWL)
 AD2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2265 ***********************************************************************
 AC2265  DESIGNATION -  B 313
 AC2265  PID         -  AC2265
 AC2265  STATE/COUNTY-  FL/MIAMI-DADE
 AC2265  USGS QUAD   -  
 AC2265
 AC2265                         *CURRENT SURVEY CONTROL
 AC2265  ___________________________________________________________________
 AC2265* NAD 83(1986)-  25 48 33.     (N)    080 07 22.     (W)     SCALED    
 AC2265* NAVD 88     -         0.841  (meters)       2.76   (feet)  ADJUSTED  
 AC2265  ___________________________________________________________________
 AC2265  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC2265  DYNAMIC HT  -           0.839 (meters)       2.75  (feet)  COMP
 AC2265  MODELED GRAV-     979,033.5   (mgal)                       NAVD 88
 AC2265
 AC2265  VERT ORDER  -  SECOND    CLASS 0
 AC2265
 AC2265.The horizontal coordinates were scaled from a topographic map and have
 AC2265.an estimated accuracy of +/- 6 seconds.
 AC2265
 AC2265.The orthometric height was determined by differential leveling
 AC2265.and adjusted by the National Geodetic Survey in June 1991..
 AC2265
 AC2265.The geoid height was determined by GEOID03.
 AC2265
 AC2265.The dynamic height is computed by dividing the NAVD 88
 AC2265.geopotential number by the normal gravity value computed on the
 AC2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2265.degrees latitude (g = 980.6199 gals.).
 AC2265
 AC2265.The modeled gravity was interpolated from observed gravity values.
 AC2265
 AC2265;                    North         East    Units  Estimated Accuracy
 AC2265;SPC FL E     -   163,770.      287,960.      MT  (+/- 180 meters Scaled)
 AC2265
 AC2265                          SUPERSEDED SURVEY CONTROL
 AC2265
 AC2265  NGVD 29 (??/??/92)    1.313  (m)            4.31   (f) ADJ UNCH    2 0
 AC2265
 AC2265.Superseded values are not recommended for survey control.
 AC2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2265.See file dsdata.txt to determine how the superseded data were derived.
 AC2265
 AC2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ879548(NAD 83)
 AC2265_MARKER: DB = BENCH MARK DISK
 AC2265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2265_SP_SET: CONCRETE RAMP
 AC2265_STAMPING: B 313 1970
 AC2265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC2265+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AC2265
 AC2265  HISTORY     - Date     Condition        Report By
 AC2265  HISTORY     - 1970     MONUMENTED       NGS
 AC2265  HISTORY     - 1973     GOOD             NGS
 AC2265  HISTORY     - 1987     GOOD             LOCSUR
 AC2265  HISTORY     - 20050116 GOOD             BAKER
 AC2265
 AC2265                          STATION DESCRIPTION
 AC2265
 AC2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2265'AT MIAMI BEACH.
 AC2265'AT MIAMI BEACH, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 AC2265'OF COLLINS AVENUE AND 36 TH STREET, AT THE 36 TH STREET PARKING
 AC2265'LOT, SET ON THE TOP OF A CONCRETE RAMP DIRECTLY OVER A CATCH
 AC2265'BASIN, 81.7 FEET SOUTH OF THE SOUTH CURB OF 36 TH STREET,
 AC2265'57.8 FEET EAST OF THE EAST CURB OF COLLINS AVENUE, AND ABOUT
 AC2265'2 FEET ABOVE THE LEVEL OF THE AVENUE.
 AC2265
 AC2265                          STATION RECOVERY (1973)
 AC2265
 AC2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2265'RECOVERED IN GOOD CONDITION.
 AC2265
 AC2265                          STATION RECOVERY (1987)
 AC2265
 AC2265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (JD)
 AC2265'RECOVERED IN GOOD CONDITION.
 AC2265
 AC2265                          STATION RECOVERY (2005)
 AC2265
 AC2265'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH)
 AC2265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2384 ***********************************************************************
 AC2384  DESIGNATION -  B 314
 AC2384  PID         -  AC2384
 AC2384  STATE/COUNTY-  FL/MIAMI-DADE
 AC2384  USGS QUAD   -  
 AC2384
 AC2384                         *CURRENT SURVEY CONTROL
 AC2384  ___________________________________________________________________
 AC2384* NAD 83(1986)-  25 53 56.     (N)    080 07 27.     (W)     SCALED    
 AC2384* NAVD 88     -         2.388  (meters)       7.83   (feet)  ADJUSTED  
 AC2384  ___________________________________________________________________
 AC2384  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AC2384  DYNAMIC HT  -           2.384 (meters)       7.82  (feet)  COMP
 AC2384  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AC2384
 AC2384  VERT ORDER  -  SECOND    CLASS 0
 AC2384
 AC2384.The horizontal coordinates were scaled from a topographic map and have
 AC2384.an estimated accuracy of +/- 6 seconds.
 AC2384
 AC2384.The orthometric height was determined by differential leveling
 AC2384.and adjusted by the National Geodetic Survey in June 1991..
 AC2384
 AC2384.The geoid height was determined by GEOID03.
 AC2384
 AC2384.The dynamic height is computed by dividing the NAVD 88
 AC2384.geopotential number by the normal gravity value computed on the
 AC2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2384.degrees latitude (g = 980.6199 gals.).
 AC2384
 AC2384.The modeled gravity was interpolated from observed gravity values.
 AC2384
 AC2384;                    North         East    Units  Estimated Accuracy
 AC2384;SPC FL E     -   173,710.      287,760.      MT  (+/- 180 meters Scaled)
 AC2384
 AC2384                          SUPERSEDED SURVEY CONTROL
 AC2384
 AC2384  NGVD 29 (??/??/92)    2.862  (m)            9.39   (f) ADJ UNCH    2 0
 AC2384
 AC2384.Superseded values are not recommended for survey control.
 AC2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2384.See file dsdata.txt to determine how the superseded data were derived.
 AC2384
 AC2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877647(NAD 83)
 AC2384_MARKER: DB = BENCH MARK DISK
 AC2384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2384_SP_SET: BULKHEAD
 AC2384_STAMPING: B 314 1970
 AC2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2384
 AC2384  HISTORY     - Date     Condition        Report By
 AC2384  HISTORY     - 1970     MONUMENTED       NGS
 AC2384  HISTORY     - 1989     GOOD             USPSQD
 AC2384
 AC2384                          STATION DESCRIPTION
 AC2384
 AC2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2384'AT BAL HARBOUR.
 AC2384'AT BAL HARBOUR, ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY A 1 A
 AC2384'(COLLINS AVENUE) FROM THE JUNCTION OF HARDING AVENUE, ON THE
 AC2384'SOUTH BANK OF BAKERS HAULOVER CANAL, UNDER THE EAST EDGE OF THE
 AC2384'HIGHWAY BRIDGE OVER THE CUT, SET IN THE TOP OF A CONCRETE
 AC2384'BULKHEAD, 31.4 FEET WEST OF THE EAST END OF THE CONCRETE PORTION
 AC2384'OF THE BULKHEAD AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AC2384
 AC2384                          STATION RECOVERY (1989)
 AC2384
 AC2384'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AC2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2839 ***********************************************************************
 AD2839  DESIGNATION -  B 315
 AD2839  PID         -  AD2839
 AD2839  STATE/COUNTY-  FL/PALM BEACH
 AD2839  USGS QUAD   -  PALM BEACH (1983)
 AD2839
 AD2839                         *CURRENT SURVEY CONTROL
 AD2839  ___________________________________________________________________
 AD2839* NAD 83(1986)-  26 39 05.     (N)    080 02 14.     (W)     SCALED    
 AD2839* NAVD 88     -         5.245  (meters)      17.21   (feet)  ADJUSTED  
 AD2839  ___________________________________________________________________
 AD2839  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AD2839  DYNAMIC HT  -           5.237 (meters)      17.18  (feet)  COMP
 AD2839  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 AD2839
 AD2839  VERT ORDER  -  SECOND    CLASS 0
 AD2839
 AD2839.The horizontal coordinates were scaled from a topographic map and have
 AD2839.an estimated accuracy of +/- 6 seconds.
 AD2839
 AD2839.The orthometric height was determined by differential leveling
 AD2839.and adjusted by the National Geodetic Survey in June 1991..
 AD2839
 AD2839.The geoid height was determined by GEOID03.
 AD2839
 AD2839.The dynamic height is computed by dividing the NAVD 88
 AD2839.geopotential number by the normal gravity value computed on the
 AD2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2839.degrees latitude (g = 980.6199 gals.).
 AD2839
 AD2839.The modeled gravity was interpolated from observed gravity values.
 AD2839
 AD2839;                    North         East    Units  Estimated Accuracy
 AD2839;SPC FL E     -   257,140.      295,850.      MT  (+/- 180 meters Scaled)
 AD2839
 AD2839                          SUPERSEDED SURVEY CONTROL
 AD2839
 AD2839  NGVD 29 (??/??/92)    5.711  (m)           18.74   (f) ADJ UNCH    2 0
 AD2839
 AD2839.Superseded values are not recommended for survey control.
 AD2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2839.See file dsdata.txt to determine how the superseded data were derived.
 AD2839
 AD2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK958481(NAD 83)
 AD2839_MARKER: DB = BENCH MARK DISK
 AD2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2839_STAMPING: B 315 1970
 AD2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2839+STABILITY: SURFACE MOTION
 AD2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2839+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AD2839
 AD2839  HISTORY     - Date     Condition        Report By
 AD2839  HISTORY     - 1970     MONUMENTED       NGS
 AD2839  HISTORY     - 1972     GOOD             NGS
 AD2839  HISTORY     - 1983     GOOD             LOCSUR
 AD2839  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD2839  HISTORY     - 19940619 GOOD             USPSQD
 AD2839  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 AD2839  HISTORY     - 20030505 MARK NOT FOUND   USPSQD
 AD2839  HISTORY     - 20050415 GOOD             FLDT
 AD2839  HISTORY     - 20050502 MARK NOT FOUND   USPSQD
 AD2839
 AD2839                          STATION DESCRIPTION
 AD2839
 AD2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AD2839'2.6 MI N FROM LAKE WORTH.
 AD2839'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY A1A FROM THE JUNCTION
 AD2839'OF STATE HIGHWAY 802, ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY
 AD2839'A1A FROM THE JUNCTION OF ROYAL PALM WAY AT PALM BEACH, NEAR THE
 AD2839'ENTRANCE TO A LARGE ESTATE, 19.7 FEET WEST OF THE CENTER LINE OF
 AD2839'THE HIGHWAY, 28 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE
 AD2839'ENTRANCE ROAD TO ESTATE, 1.3 FEET EAST OF A CONCRETE FENCE, 3 FEET
 AD2839'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 AD2839'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 AD2839'LEVEL OF THE GROUND.
 AD2839
 AD2839                          STATION RECOVERY (1983)
 AD2839
 AD2839'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AD2839'RECOVERED IN GOOD CONDITION.
 AD2839
 AD2839                          STATION RECOVERY (1988)
 AD2839
 AD2839'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD2839'MARK NOT FOUND.
 AD2839
 AD2839                          STATION RECOVERY (1994)
 AD2839
 AD2839'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2839'RECOVERED IN GOOD CONDITION.
 AD2839
 AD2839                          STATION RECOVERY (1995)
 AD2839
 AD2839'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2839'MARK NOT FOUND.
 AD2839
 AD2839                          STATION RECOVERY (2003)
 AD2839
 AD2839'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2839'MARK NOT FOUND.
 AD2839
 AD2839                          STATION RECOVERY (2005)
 AD2839
 AD2839'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2839'13.4 FT. SOUTH OF FIRE HYDRANT , SOUTH PROPERTY LINE OF 1860 A1A.
 AD2839' 
 AD2839' 
 AD2839
 AD2839                          STATION RECOVERY (2005)
 AD2839
 AD2839'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1172 ***********************************************************************
 AC1172  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1172  DESIGNATION -  B 316
 AC1172  PID         -  AC1172
 AC1172  STATE/COUNTY-  FL/MIAMI-DADE
 AC1172  USGS QUAD   -  ARSENICKER KEYS (1997)
 AC1172
 AC1172                         *CURRENT SURVEY CONTROL
 AC1172  ___________________________________________________________________
 AC1172* NAD 83(1986)-  25 26 10.     (N)    080 19 48.     (W)     SCALED    
 AC1172* NAVD 88     -         1.617  (meters)       5.31   (feet)  ADJUSTED  
 AC1172  ___________________________________________________________________
 AC1172  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AC1172  DYNAMIC HT  -           1.614 (meters)       5.30  (feet)  COMP
 AC1172  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 AC1172
 AC1172  VERT ORDER  -  SECOND    CLASS 0
 AC1172
 AC1172.The horizontal coordinates were scaled from a topographic map and have
 AC1172.an estimated accuracy of +/- 6 seconds.
 AC1172
 AC1172.The orthometric height was determined by differential leveling
 AC1172.and adjusted by the National Geodetic Survey in June 1991..
 AC1172.WARNING-Repeat measurements at this control monument indicate possible
 AC1172.vertical movement.
 AC1172
 AC1172.This Tidal Bench Mark is designated as VM 5847
 AC1172.by the Center for Operational Oceanographic Products and Services.
 AC1172
 AC1172.The geoid height was determined by GEOID03.
 AC1172
 AC1172.The dynamic height is computed by dividing the NAVD 88
 AC1172.geopotential number by the normal gravity value computed on the
 AC1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1172.degrees latitude (g = 980.6199 gals.).
 AC1172
 AC1172.The modeled gravity was interpolated from observed gravity values.
 AC1172
 AC1172;                    North         East    Units  Estimated Accuracy
 AC1172;SPC FL E     -   122,320.      267,390.      MT  (+/- 180 meters Scaled)
 AC1172
 AC1172                          SUPERSEDED SURVEY CONTROL
 AC1172
 AC1172  NGVD 29 (09/01/92)    2.083  (m)            6.83   (f) ADJUSTED    2 0
 AC1172
 AC1172.Superseded values are not recommended for survey control.
 AC1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1172.See file dsdata.txt to determine how the superseded data were derived.
 AC1172
 AC1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ673134(NAD 83)
 AC1172_MARKER: DB = BENCH MARK DISK
 AC1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC1172_SP_SET: CONCRETE BOX
 AC1172_STAMPING: B 316 1970
 AC1172_MARK LOGO: NGS   
 AC1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1172
 AC1172  HISTORY     - Date     Condition        Report By
 AC1172  HISTORY     - 1970     MONUMENTED       NGS
 AC1172  HISTORY     - 1982     GOOD             FLDNR
 AC1172  HISTORY     - 1982     GOOD             LOCSUR
 AC1172  HISTORY     - 1988     GOOD             USPSQD
 AC1172  HISTORY     - 1989     GOOD             USPSQD
 AC1172
 AC1172                          STATION DESCRIPTION
 AC1172
 AC1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC1172'9.2 MI SE FROM FLORIDA CITY.
 AC1172'ABOUT 8.0 MILES EAST ALONG PALM DRIVE FROM THE INTERSECTION OF
 AC1172'U.S. HIGHWAY 1 AT FLORIDA CITY, THENCE 1.2 MILES SOUTHEAST ALONG
 AC1172'A BLACK TOPPED ROAD, AT THE TURKEY POINT POWER PLANT OF THE
 AC1172'FLORIDA POWER AND LIGHT COMPANY, ABOUT 200 YARDS EAST OF THE
 AC1172'NORTH ONE OF TWO LARGE STACKS, ACROSS A BLACK TOPPED DRIVEWAY
 AC1172'FROM THE BARGE DOCK, SET IN THE TOP OF THE NORTHEAST CORNER OF
 AC1172'A 4-BY-8-FOOT CONCRETE BOX WITH A METAL COVER, 21 1/2 FEET NORTH
 AC1172'OF THE CENTER LINE OF THE DRIVEWAY AND LEVEL WITH THE DRIVEWAY.
 AC1172
 AC1172                          STATION RECOVERY (1982)
 AC1172
 AC1172'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1172'RECOVERED IN GOOD CONDITION.
 AC1172
 AC1172                          STATION RECOVERY (1982)
 AC1172
 AC1172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AC1172'ABOUT 8.0 MILES EAST ALONG PALM DRIVE FROM THE INTERSECTION OF US
 AC1172'HIGHWAY 1 AT FLORIDA CITY, THENCE 1.2 MILES SOUTHEAST ALONG A BLACK
 AC1172'TOPPED ROAD, AT THE TURKEY POINT POWER PLANT OF THE FLORIDA POWER AND
 AC1172'LIGHT CO., ABOUT 200 YARDS EAST OF THE NORTH ONE OF TWO LARGE STACKS,
 AC1172'ACROSS A BLACK TOP DRIVEWAY FROM THE BARGE DOCK, SET IN THE TOP OF
 AC1172'THE NORTHEAST CORNER OF A 4 BY 8 FOOT CONCRETE BOX WITH A METAL
 AC1172'COVER, 21 1/2 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY AND LEVEL
 AC1172'WITH THE DRIVEWAY.
 AC1172
 AC1172                          STATION RECOVERY (1988)
 AC1172
 AC1172'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1172'RECOVERED IN GOOD CONDITION.
 AC1172
 AC1172                          STATION RECOVERY (1989)
 AC1172
 AC1172'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC1149 ***********************************************************************
 AC1149  DESIGNATION -  B 317
 AC1149  PID         -  AC1149
 AC1149  STATE/COUNTY-  FL/MIAMI-DADE
 AC1149  USGS QUAD   -  HOMESTEAD (1994)
 AC1149
 AC1149                         *CURRENT SURVEY CONTROL
 AC1149  ___________________________________________________________________
 AC1149* NAD 83(1986)-  25 24 51.     (N)    080 27 36.     (W)     SCALED    
 AC1149* NAVD 88     -         0.846  (meters)       2.78   (feet)  ADJUSTED  
 AC1149  ___________________________________________________________________
 AC1149  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AC1149  DYNAMIC HT  -           0.845 (meters)       2.77  (feet)  COMP
 AC1149  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 AC1149
 AC1149  VERT ORDER  -  SECOND    CLASS 0
 AC1149
 AC1149.The horizontal coordinates were scaled from a topographic map and have
 AC1149.an estimated accuracy of +/- 6 seconds.
 AC1149
 AC1149.The orthometric height was determined by differential leveling
 AC1149.and adjusted by the National Geodetic Survey in June 1991..
 AC1149
 AC1149.The geoid height was determined by GEOID03.
 AC1149
 AC1149.The dynamic height is computed by dividing the NAVD 88
 AC1149.geopotential number by the normal gravity value computed on the
 AC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1149.degrees latitude (g = 980.6199 gals.).
 AC1149
 AC1149.The modeled gravity was interpolated from observed gravity values.
 AC1149
 AC1149;                    North         East    Units  Estimated Accuracy
 AC1149;SPC FL E     -   119,830.      254,330.      MT  (+/- 180 meters Scaled)
 AC1149
 AC1149                          SUPERSEDED SURVEY CONTROL
 AC1149
 AC1149  NGVD 29 (??/??/92)    1.309  (m)            4.29   (f) ADJ UNCH    2 0
 AC1149
 AC1149.Superseded values are not recommended for survey control.
 AC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1149.See file dsdata.txt to determine how the superseded data were derived.
 AC1149
 AC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ543109(NAD 83)
 AC1149_MARKER: DB = BENCH MARK DISK
 AC1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC1149_STAMPING: B 317 1970
 AC1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1149+STABILITY: SURFACE MOTION
 AC1149
 AC1149  HISTORY     - Date     Condition        Report By
 AC1149  HISTORY     - 1970     MONUMENTED       NGS
 AC1149  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AC1149  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AC1149  HISTORY     - 19901230 GOOD             USPSQD
 AC1149  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AC1149
 AC1149                          STATION DESCRIPTION
 AC1149
 AC1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC1149'1.7 MI SE FROM FLORIDA CITY.
 AC1149'ABOUT 1.7 MILES SOUTHEAST ALONG CARD SOUND ROAD FROM THE JUNCTION
 AC1149'OF U.S. HIGHWAY 1 AT FLORIDA CITY, 55.2 FEET NORTHEAST OF THE
 AC1149'CENTER LINE OF THE ROAD, 26 1/2 FEET EAST OF POWER LINE POLE NO.
 AC1149'28, 60 FEET EAST OF THE CENTER OF THE JUNCTION OF THE ROAD AND
 AC1149'A GRAVELED ROAD LEADING NORTH, 2 FEET SOUTHWEST OF A METAL
 AC1149'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 AC1149'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 AC1149'THE GROUND.
 AC1149
 AC1149                          STATION RECOVERY (1986)
 AC1149
 AC1149'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC1149'MARK NOT FOUND.
 AC1149
 AC1149                          STATION RECOVERY (1987)
 AC1149
 AC1149'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC1149'MARK NOT FOUND.
 AC1149
 AC1149                          STATION RECOVERY (1990)
 AC1149
 AC1149'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1149'RECOVERED IN GOOD CONDITION.
 AC1149
 AC1149                          STATION RECOVERY (1994)
 AC1149
 AC1149'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2122 ***********************************************************************
 AC2122  DESIGNATION -  B 318
 AC2122  PID         -  AC2122
 AC2122  STATE/COUNTY-  FL/MIAMI-DADE
 AC2122  USGS QUAD   -  SOUTH MIAMI (1988)
 AC2122
 AC2122                         *CURRENT SURVEY CONTROL
 AC2122  ___________________________________________________________________
 AC2122* NAD 83(1986)-  25 39 08.     (N)    080 17 08.     (W)     SCALED    
 AC2122* NAVD 88     -         5.561  (meters)      18.24   (feet)  ADJUSTED  
 AC2122  ___________________________________________________________________
 AC2122  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AC2122  DYNAMIC HT  -           5.552 (meters)      18.22  (feet)  COMP
 AC2122  MODELED GRAV-     979,009.6   (mgal)                       NAVD 88
 AC2122
 AC2122  VERT ORDER  -  SECOND    CLASS 0
 AC2122
 AC2122.The horizontal coordinates were scaled from a topographic map and have
 AC2122.an estimated accuracy of +/- 6 seconds.
 AC2122
 AC2122.The orthometric height was determined by differential leveling
 AC2122.and adjusted by the National Geodetic Survey in June 1991..
 AC2122
 AC2122.The geoid height was determined by GEOID03.
 AC2122
 AC2122.The dynamic height is computed by dividing the NAVD 88
 AC2122.geopotential number by the normal gravity value computed on the
 AC2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2122.degrees latitude (g = 980.6199 gals.).
 AC2122
 AC2122.The modeled gravity was interpolated from observed gravity values.
 AC2122
 AC2122;                    North         East    Units  Estimated Accuracy
 AC2122;SPC FL E     -   146,280.      271,740.      MT  (+/- 180 meters Scaled)
 AC2122
 AC2122                          SUPERSEDED SURVEY CONTROL
 AC2122
 AC2122  NGVD 29 (??/??/92)    6.030  (m)           19.78   (f) ADJ UNCH    2 0
 AC2122
 AC2122.Superseded values are not recommended for survey control.
 AC2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2122.See file dsdata.txt to determine how the superseded data were derived.
 AC2122
 AC2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ717373(NAD 83)
 AC2122_MARKER: DB = BENCH MARK DISK
 AC2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC2122_STAMPING: B 318 1970
 AC2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2122+STABILITY: SURFACE MOTION
 AC2122
 AC2122  HISTORY     - Date     Condition        Report By
 AC2122  HISTORY     - 1970     MONUMENTED       NGS
 AC2122  HISTORY     - 1987     GOOD             USPSQD
 AC2122  HISTORY     - 1987     GOOD             USPSQD
 AC2122  HISTORY     - 1988     GOOD             USPSQD
 AC2122  HISTORY     - 1989     GOOD             USPSQD
 AC2122  HISTORY     - 1989     GOOD             USPSQD
 AC2122  HISTORY     - 1990     GOOD             USPSQD
 AC2122  HISTORY     - 1990     GOOD             USPSQD
 AC2122  HISTORY     - 19940911 GOOD             USPSQD
 AC2122
 AC2122                          STATION DESCRIPTION
 AC2122
 AC2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2122'5.8 MI SW FROM CORAL GABLES.
 AC2122'ABOUT 1.5 MILES SOUTH ALONG LE JEUNE ROAD FROM THE INTERSECTION
 AC2122'OF U.S. HIGHWAY 1 AT CORAL GABLES, THENCE 4.3 MILES SOUTHWEST
 AC2122'ALONG OLD CUTLER ROAD, AT THE JUNCTION OF OLD CUTLER ROAD AND
 AC2122'128 TH STREET SW, 81 FEET SOUTHWEST OF THE CENTER LINE OF 128 TH
 AC2122'STREET SW, 26 FEET NORTHWEST OF THE CENTER LINE OF OLD CUTLER
 AC2122'ROAD, 2 1/2 FEET SOUTH OF A POWER LINE POLE, 1.5 FEET SOUTHEAST
 AC2122'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 AC2122'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE MARK MAY
 AC2122'BE REACHED BY GOING 2.3 MILES EAST ALONG RICHMOND DRIVE FROM THE
 AC2122'JUNCTION OF U.S. HIGHWAY 1 AT PERRINE, THENCE 3.6 MILES
 AC2122'NORTHEAST ALONG OLD CUTLER ROAD TO MARK ON LEFT, IN SECTION 13,
 AC2122'R 40 E, T 55 S.  NOTE-- THE CONCRETE POST IS ONLY 2 FEET DEEP
 AC2122'BUT IS 24-INCH IN DIAMETER.  THE BASE OF THE CONCRETE POST IS
 AC2122'SET ON TOP OF SOLID CORAL ROCK.  UNABLE TO DIG THE HOLE ANY
 AC2122'DEEPER.
 AC2122
 AC2122                          STATION RECOVERY (1987)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC2122'RECOVERED IN GOOD CONDITION.
 AC2122
 AC2122                          STATION RECOVERY (1987)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC2122'RECOVERED IN GOOD CONDITION.
 AC2122
 AC2122                          STATION RECOVERY (1988)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2122'RECOVERED IN GOOD CONDITION.
 AC2122
 AC2122                          STATION RECOVERY (1989)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1989 (CR)
 AC2122'RECOVERED IN GOOD CONDITION.
 AC2122
 AC2122                          STATION RECOVERY (1989)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC2122'RECOVERED IN GOOD CONDITION.
 AC2122
 AC2122                          STATION RECOVERY (1990)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC2122'RECOVERED IN GOOD CONDITION.
 AC2122
 AC2122                          STATION RECOVERY (1990)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1990 (CR)
 AC2122'RECOVERED IN GOOD CONDITION.
 AC2122
 AC2122                          STATION RECOVERY (1994)
 AC2122
 AC2122'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0876 ***********************************************************************
 AQ0876  DESIGNATION -  B 319
 AQ0876  PID         -  AQ0876
 AQ0876  STATE/COUNTY-  FL/FLAGLER
 AQ0876  USGS QUAD   -  FLAGLER BEACH WEST (1993)
 AQ0876
 AQ0876                         *CURRENT SURVEY CONTROL
 AQ0876  ___________________________________________________________________
 AQ0876* NAD 83(1990)-  29 28 32.67476(N)    081 11 50.06329(W)     ADJUSTED  
 AQ0876* NAVD 88     -         8.046  (meters)      26.40   (feet)  ADJUSTED  
 AQ0876  ___________________________________________________________________
 AQ0876  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AQ0876  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AQ0876  DYNAMIC HT  -           8.035 (meters)      26.36  (feet)  COMP
 AQ0876  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 AQ0876
 AQ0876  HORZ ORDER  -  THIRD
 AQ0876  VERT ORDER  -  SECOND    CLASS I
 AQ0876
 AQ0876.The horizontal coordinates were established by classical geodetic methods
 AQ0876.and adjusted by the National Geodetic Survey in May 1991..
 AQ0876.No horizontal observational check was made to the station.
 AQ0876
 AQ0876.The orthometric height was determined by differential leveling
 AQ0876.and adjusted by the National Geodetic Survey in May 2004..
 AQ0876
 AQ0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ0876
 AQ0876.The geoid height was determined by GEOID03.
 AQ0876
 AQ0876.The dynamic height is computed by dividing the NAVD 88
 AQ0876.geopotential number by the normal gravity value computed on the
 AQ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0876.degrees latitude (g = 980.6199 gals.).
 AQ0876
 AQ0876.The modeled gravity was interpolated from observed gravity values.
 AQ0876
 AQ0876;                    North         East     Units Scale Factor Converg.
 AQ0876;SPC FL E     -   569,774.354   180,870.938   MT  0.99994569   -0 05 49.4
 AQ0876;SPC FL E     - 1,869,334.69    593,407.40   sFT  0.99994569   -0 05 49.4
 AQ0876;UTM  17      - 3,260,711.931   480,877.465   MT  0.99960451   -0 05 49.4
 AQ0876
 AQ0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0876!SPC FL E     -   1.00000324  x   0.99994569  =   0.99994893
 AQ0876!UTM  17      -   1.00000324  x   0.99960451  =   0.99960775
 AQ0876
 AQ0876                          SUPERSEDED SURVEY CONTROL
 AQ0876
 AQ0876  NAD 83(1986)-  29 28 32.68208(N)    081 11 50.07413(W) AD(       ) 3
 AQ0876  NAD 27      -  29 28 31.77009(N)    081 11 50.85144(W) AD(       ) 3
 AQ0876  NAVD 88 (06/15/91)    8.038  (m)           26.37   (f) UNKNOWN     1 2
 AQ0876  NGVD 29 (09/01/92)    8.358  (m)           27.42   (f) ADJUSTED    1 2
 AQ0876
 AQ0876.Superseded values are not recommended for survey control.
 AQ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0876.See file dsdata.txt to determine how the superseded data were derived.
 AQ0876
 AQ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8087760712(NAD 83)
 AQ0876_MARKER: DB = BENCH MARK DISK
 AQ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0876_SP_SET: CONCRETE POST
 AQ0876_STAMPING: B 319 1970
 AQ0876_MARK LOGO: CGS   
 AQ0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0876+STABILITY: SURFACE MOTION
 AQ0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0876+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2000
 AQ0876
 AQ0876  HISTORY     - Date     Condition        Report By
 AQ0876  HISTORY     - 1970     MONUMENTED       NGS
 AQ0876  HISTORY     - 1972     GOOD             NGS
 AQ0876  HISTORY     - 1973     GOOD             CGS
 AQ0876  HISTORY     - 1977     GOOD             NGS
 AQ0876  HISTORY     - 19910323 GOOD             NGS
 AQ0876  HISTORY     - 19910418 GOOD             USPSQD
 AQ0876  HISTORY     - 20000809 GOOD             FLDEP
 AQ0876
 AQ0876                          STATION DESCRIPTION
 AQ0876
 AQ0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0876'3.9 MI E FROM BUNNELL.
 AQ0876'ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 100 FROM THE COURTHOUSE
 AQ0876'AT BUNNELL, ABOUT 4.25 MILES WEST OF THE JUNCTION OF STATE
 AQ0876'HIGHWAY A 1 A AT FLAGLER BEACH, 0.85 MILE WEST OF THE INTERSTATE
 AQ0876'HIGHWAY 95 OVERPASS OVER STATE HIGHWAY 100, 0.3 MILE WEST OF A
 AQ0876'LARGE POWER SUB-STATION ALONG THE NORTH SIDE OF THE HIGHWAY,
 AQ0876'ACROSS THE HIGHWAY FROM THE JAROSZ COURT, 65 FEET NORTH OF THE
 AQ0876'CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTH OF THE SOUTH EDGE
 AQ0876'OF A DRAINAGE DITCH, 3 FEET WEST OF A POWER LINE POLE, 2 FEET
 AQ0876'EAST OF A METAL WITNESS POST, IN SECTION 8, R 31 E, T 12 S,
 AQ0876'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AQ0876'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0876
 AQ0876                          STATION RECOVERY (1972)
 AQ0876
 AQ0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AQ0876'RECOVERED IN GOOD CONDITION.
 AQ0876
 AQ0876                          STATION RECOVERY (1973)
 AQ0876
 AQ0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1973 (CBM)
 AQ0876'STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED B319
 AQ0876'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 5
 AQ0876'INCHES ABOVE THE GROUND.  IT IS 2.0 FEET EAST OF A METAL WITNESS
 AQ0876'POST, 2.3 FEET WEST OF UTILITY POLE NUMBER 10 AND 64.0 FEET NORTH
 AQ0876'OF CENTER OF STATE ROUTE 100.
 AQ0876
 AQ0876                          STATION RECOVERY (1977)
 AQ0876
 AQ0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ0876'RECOVERED IN GOOD CONDITION.
 AQ0876
 AQ0876                          STATION RECOVERY (1991)
 AQ0876
 AQ0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0876'6.8 KM (4.2 MI) WESTERLY ALONG STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ0876'FROM THE JUNCTION OF STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN
 AQ0876'FLAGLER BEACH, 0.1 KM (0.1 MI) EAST OF THE INTERSECTION OF MCCORMICK
 AQ0876'ROAD, 19.5 M (64.0 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 AQ0876'CENTERLINE, 18.5 M (60.7 FT) EAST OF A FIRE HYDRANT, 14.6 M
 AQ0876'(47.9 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 7.7 M (25.3 FT) WEST
 AQ0876'OF A UTILITY POLE, 3.2 M (10.5 FT) EAST OF THE CENTER OF A SAND ROAD,
 AQ0876'0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 AQ0876'M (0.3 FT) ABOVE THE GROUND SURFACE.
 AQ0876
 AQ0876                          STATION RECOVERY (1991)
 AQ0876
 AQ0876'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0876'RECOVERED IN GOOD CONDITION.
 AQ0876
 AQ0876                          STATION RECOVERY (2000)
 AQ0876
 AQ0876'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AQ0876'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1074 ***********************************************************************
 AQ1074  DESIGNATION -  B 320
 AQ1074  PID         -  AQ1074
 AQ1074  STATE/COUNTY-  FL/VOLUSIA
 AQ1074  USGS QUAD   -  ORMOND BEACH (1993)
 AQ1074
 AQ1074                         *CURRENT SURVEY CONTROL
 AQ1074  ___________________________________________________________________
 AQ1074* NAD 83(1986)-  29 17 16.     (N)    081 03 03.     (W)     SCALED    
 AQ1074* NAVD 88     -         5.518  (meters)      18.10   (feet)  ADJUSTED  
 AQ1074  ___________________________________________________________________
 AQ1074  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AQ1074  DYNAMIC HT  -           5.510 (meters)      18.08  (feet)  COMP
 AQ1074  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 AQ1074
 AQ1074  VERT ORDER  -  SECOND    CLASS 0
 AQ1074
 AQ1074.The horizontal coordinates were scaled from a topographic map and have
 AQ1074.an estimated accuracy of +/- 6 seconds.
 AQ1074
 AQ1074.The orthometric height was determined by differential leveling
 AQ1074.and adjusted by the National Geodetic Survey in June 1991..
 AQ1074
 AQ1074.The geoid height was determined by GEOID03.
 AQ1074
 AQ1074.The dynamic height is computed by dividing the NAVD 88
 AQ1074.geopotential number by the normal gravity value computed on the
 AQ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1074.degrees latitude (g = 980.6199 gals.).
 AQ1074
 AQ1074.The modeled gravity was interpolated from observed gravity values.
 AQ1074
 AQ1074;                    North         East    Units  Estimated Accuracy
 AQ1074;SPC FL E     -   548,930.      195,060.      MT  (+/- 180 meters Scaled)
 AQ1074
 AQ1074                          SUPERSEDED SURVEY CONTROL
 AQ1074
 AQ1074  NGVD 29 (??/??/92)    5.870  (m)           19.26   (f) ADJ UNCH    2 0
 AQ1074
 AQ1074.Superseded values are not recommended for survey control.
 AQ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1074.See file dsdata.txt to determine how the superseded data were derived.
 AQ1074
 AQ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN950398(NAD 83)
 AQ1074_MARKER: DD = SURVEY DISK
 AQ1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1074_SP_SET: BRIDGE ABUTMENT
 AQ1074_STAMPING: B 320 1970
 AQ1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1074
 AQ1074  HISTORY     - Date     Condition        Report By
 AQ1074  HISTORY     - 1970     MONUMENTED       FLDT
 AQ1074  HISTORY     - 1970     GOOD             NGS
 AQ1074  HISTORY     - 1977     GOOD             NGS
 AQ1074  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1074  HISTORY     - 19910315 MARK NOT FOUND   NGS
 AQ1074
 AQ1074                          STATION DESCRIPTION
 AQ1074
 AQ1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ1074'AT ORMOND BEACH.
 AQ1074'AT ORMOND BEACH, ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 40
 AQ1074'FROM THE JUNCTION OF STATE HIGHWAY A 1 A, IN SECTION 14, R 32 E,
 AQ1074'T 14 S, SET ON THE TOP OF THE NORTH END OF THE EAST ABUTMENT
 AQ1074'OF THE LARGE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY
 AQ1074'(HALIFAX RIVER), 0.75 MILE EAST ALONG STATE HIGHWAY 40 FROM THE
 AQ1074'JUNCTION OF U.S. HIGHWAY 1, 7.5 FEET NORTH OF THE NORTH CURB
 AQ1074'OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AQ1074
 AQ1074                          STATION RECOVERY (1977)
 AQ1074
 AQ1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1074'RECOVERED IN GOOD CONDITION.
 AQ1074
 AQ1074                          STATION RECOVERY (1990)
 AQ1074
 AQ1074'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1074'MARK NOT FOUND.
 AQ1074
 AQ1074                          STATION RECOVERY (1991)
 AQ1074
 AQ1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1074'THE BRIDGE AT THE DESCRIBED LOCATION WAS REPLACED IN 1982.  ASSUMED
 AQ1074'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0508 ***********************************************************************
 AQ0508  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0508  DESIGNATION -  B 321
 AQ0508  PID         -  AQ0508
 AQ0508  STATE/COUNTY-  FL/FLAGLER
 AQ0508  USGS QUAD   -  BEVERLY BEACH (1992)
 AQ0508
 AQ0508                         *CURRENT SURVEY CONTROL
 AQ0508  ___________________________________________________________________
 AQ0508* NAD 83(1986)-  29 36 58.     (N)    081 12 11.     (W)     SCALED    
 AQ0508* NAVD 88     -         2.897  (meters)       9.50   (feet)  ADJUSTED  
 AQ0508  ___________________________________________________________________
 AQ0508  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AQ0508  DYNAMIC HT  -           2.893 (meters)       9.49  (feet)  COMP
 AQ0508  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AQ0508
 AQ0508  VERT ORDER  -  FIRST     CLASS II
 AQ0508
 AQ0508.The horizontal coordinates were scaled from a topographic map and have
 AQ0508.an estimated accuracy of +/- 6 seconds.
 AQ0508
 AQ0508.The orthometric height was determined by differential leveling
 AQ0508.and adjusted by the National Geodetic Survey in May 1994..
 AQ0508
 AQ0508.This Tidal Bench Mark is designated as VM 17707
 AQ0508.by the Center for Operational Oceanographic Products and Services.
 AQ0508
 AQ0508.The geoid height was determined by GEOID03.
 AQ0508
 AQ0508.The dynamic height is computed by dividing the NAVD 88
 AQ0508.geopotential number by the normal gravity value computed on the
 AQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0508.degrees latitude (g = 980.6199 gals.).
 AQ0508
 AQ0508.The modeled gravity was interpolated from observed gravity values.
 AQ0508
 AQ0508;                    North         East    Units  Estimated Accuracy
 AQ0508;SPC FL E     -   585,330.      180,330.      MT  (+/- 180 meters Scaled)
 AQ0508
 AQ0508                          SUPERSEDED SURVEY CONTROL
 AQ0508
 AQ0508  NAVD 88 (06/15/91)    2.893  (m)            9.49   (f) UNKNOWN     1 2
 AQ0508  NGVD 29 (09/01/92)    3.211  (m)           10.53   (f) ADJUSTED    1 2
 AQ0508
 AQ0508.Superseded values are not recommended for survey control.
 AQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0508.See file dsdata.txt to determine how the superseded data were derived.
 AQ0508
 AQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN803762(NAD 83)
 AQ0508_MARKER: DB = BENCH MARK DISK
 AQ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0508_SP_SET: CONCRETE POST
 AQ0508_STAMPING: B 321 1970
 AQ0508_MARK LOGO: CGS   
 AQ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0508+STABILITY: SURFACE MOTION
 AQ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0508+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AQ0508
 AQ0508  HISTORY     - Date     Condition        Report By
 AQ0508  HISTORY     - 1970     MONUMENTED       NGS
 AQ0508  HISTORY     - 1987     GOOD             USPSQD
 AQ0508  HISTORY     - 1988     GOOD             USPSQD
 AQ0508  HISTORY     - 1990     GOOD             USPSQD
 AQ0508  HISTORY     - 19910323 GOOD             NGS
 AQ0508  HISTORY     - 20051106 GOOD             USPSQD
 AQ0508
 AQ0508                          STATION DESCRIPTION
 AQ0508
 AQ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0508'3.9 MI S FROM MARINELAND.
 AQ0508'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AQ0508'ADMINISTRATION BUILDING AT MARINELAND, IN R 31 E, T 10 S,
 AQ0508'NEAR THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD LEADING
 AQ0508'WEST AND BLACK TOP ROAD LEADING EAST TO THE ATLANTIC OCEAN,
 AQ0508'72 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST,
 AQ0508'49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTH
 AQ0508'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL FOR A DOUBLE
 AQ0508'24-INCH PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT EAST OF A FENCE
 AQ0508'LINE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AQ0508'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AQ0508'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0508
 AQ0508                          STATION RECOVERY (1987)
 AQ0508
 AQ0508'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ0508'RECOVERED IN GOOD CONDITION.
 AQ0508
 AQ0508                          STATION RECOVERY (1988)
 AQ0508
 AQ0508'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 AQ0508'RECOVERED IN GOOD CONDITION.
 AQ0508
 AQ0508                          STATION RECOVERY (1990)
 AQ0508
 AQ0508'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0508'RECOVERED IN GOOD CONDITION.
 AQ0508
 AQ0508                          STATION RECOVERY (1991)
 AQ0508
 AQ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0508'17.1 KM (10.6 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ0508'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ0508'IN FLAGLER BEACH, 17.9 M (58.7 FT) SOUTH OF THE NORTH END OF A
 AQ0508'CHAIN-LINK FENCE, 15.1 M (49.5 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 AQ0508'CENTERLINE, 10.3 M (33.8 FT) NORTH OF THE EXTENDED CENTER OF
 AQ0508'MALACOMPRA ROAD, 6.6 M (21.7 FT) NORTH OF THE SOUTH END OF THE FENCE,
 AQ0508'0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF THE
 AQ0508'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AQ0508
 AQ0508                          STATION RECOVERY (2005)
 AQ0508
 AQ0508'RECOVERY NOTE BY US POWER SQUADRON 2005 (WBF)
 AQ0508'LAT/LON TAKEN VIA GARMIN ETREX LEGEND WITH WAAS IS
 AQ0508'N 29 DEGREES 36 MINUTES 54.6 SECONDS
 AQ0508'W 081 DEGREES 12 MINUTES 10.8 SECONDS
 AQ0508'ACCURACY INDICATED AS 18'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0348 ***********************************************************************
 AQ0348  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0348  DESIGNATION -  B 322
 AQ0348  PID         -  AQ0348
 AQ0348  STATE/COUNTY-  FL/ST JOHNS
 AQ0348  USGS QUAD   -  ST AUGUSTINE BEACH (1992)
 AQ0348
 AQ0348                         *CURRENT SURVEY CONTROL
 AQ0348  ___________________________________________________________________
 AQ0348* NAD 83(1986)-  29 50 53.     (N)    081 16 02.     (W)     SCALED    
 AQ0348* NAVD 88     -         2.546  (meters)       8.35   (feet)  ADJUSTED  
 AQ0348  ___________________________________________________________________
 AQ0348  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AQ0348  DYNAMIC HT  -           2.543 (meters)       8.34  (feet)  COMP
 AQ0348  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 AQ0348
 AQ0348  VERT ORDER  -  FIRST     CLASS II
 AQ0348
 AQ0348.The horizontal coordinates were scaled from a topographic map and have
 AQ0348.an estimated accuracy of +/- 6 seconds.
 AQ0348
 AQ0348.The orthometric height was determined by differential leveling
 AQ0348.and adjusted by the National Geodetic Survey in May 1994..
 AQ0348
 AQ0348.This Tidal Bench Mark is designated as VM 5214
 AQ0348.by the Center for Operational Oceanographic Products and Services.
 AQ0348
 AQ0348.The geoid height was determined by GEOID03.
 AQ0348
 AQ0348.The dynamic height is computed by dividing the NAVD 88
 AQ0348.geopotential number by the normal gravity value computed on the
 AQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0348.degrees latitude (g = 980.6199 gals.).
 AQ0348
 AQ0348.The modeled gravity was interpolated from observed gravity values.
 AQ0348
 AQ0348;                    North         East    Units  Estimated Accuracy
 AQ0348;SPC FL E     -   611,060.      174,180.      MT  (+/- 180 meters Scaled)
 AQ0348
 AQ0348                          SUPERSEDED SURVEY CONTROL
 AQ0348
 AQ0348  NAVD 88 (06/15/91)    2.563  (m)            8.41   (f) UNKNOWN     1 2
 AQ0348  NGVD 29 (09/01/92)    2.870  (m)            9.42   (f) ADJUSTED    1 2
 AQ0348
 AQ0348.Superseded values are not recommended for survey control.
 AQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0348.See file dsdata.txt to determine how the superseded data were derived.
 AQ0348
 AQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP741019(NAD 83)
 AQ0348_MARKER: DB = BENCH MARK DISK
 AQ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0348_SP_SET: CONCRETE POST
 AQ0348_STAMPING: B 322 1970
 AQ0348_MARK LOGO: CGS   
 AQ0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0348+STABILITY: SURFACE MOTION
 AQ0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0348+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1991
 AQ0348
 AQ0348  HISTORY     - Date     Condition        Report By
 AQ0348  HISTORY     - 1970     MONUMENTED       NGS
 AQ0348  HISTORY     - 1978     GOOD             FLDNR
 AQ0348  HISTORY     - 1987     GOOD             FLDNR
 AQ0348  HISTORY     - 1989     GOOD             USPSQD
 AQ0348  HISTORY     - 19910324 GOOD             NGS
 AQ0348  HISTORY     - 20030518 MARK NOT FOUND   FLDEP
 AQ0348
 AQ0348                          STATION DESCRIPTION
 AQ0348
 AQ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0348'AT ST AUGUSTINE BEACH.
 AQ0348'AT ST AUGUSTINE BEACH, ALONG STATE HIGHWAY A 1 A, 0.6 MILE
 AQ0348'SOUTH ALONG STATE HIGHWAY A 1 A FROM THE ST AUGUSTINE BEACH
 AQ0348'FIRE STATION BLDG, BETWEEN 4TH AND 5TH STREET, 27.7 FEET EAST
 AQ0348'OF THE CENTER LINE OF THE HIGHWAY, 119 FEET SOUTH OF THE
 AQ0348'APPROXIMATE CENTER LINE OF 5TH STREET, 112 FEET NORTH OF THE
 AQ0348'APPROXIMATE CENTER LINE OF 4TH STREET, 1 1/2 FEET EAST OF A
 AQ0348'CONCRETE LIGHTPOLE, IN SECTION 34, R 30 E, T 7 S, 57 FEET SOUTH
 AQ0348'OF THE APPROXIMATE CENTER LINE OF A DRIVEWAY LEADING EAST TO THE
 AQ0348'OCEAN FRONT HOTEL, 2 FEET SOUTHEAST OF A METAL WITNESS POST,
 AQ0348'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AQ0348'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 AQ0348
 AQ0348                          STATION RECOVERY (1978)
 AQ0348
 AQ0348'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0348'RECOVERED IN GOOD CONDITION.
 AQ0348
 AQ0348                          STATION RECOVERY (1987)
 AQ0348
 AQ0348'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ0348'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE OCEAN FRONT
 AQ0348'HOTEL AND DRIVEWAY ARE GONE.  THE MARK BEARS 0.8 FOOT EAST OF THE
 AQ0348'LIGHT POLE NOT 1.5 FEET.  THE METAL WITNESS WAS ALSO MISSING, A NEW
 AQ0348'WITNESS POST WAS INSTALLED.  THE MARK IS 1.0 E FROM A WHITNESS POST.
 AQ0348
 AQ0348                          STATION RECOVERY (1989)
 AQ0348
 AQ0348'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ0348'RECOVERED IN GOOD CONDITION.
 AQ0348
 AQ0348                          STATION RECOVERY (1991)
 AQ0348
 AQ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0348'IN SAINT AUGUSTINE BEACH, AT THE INTERSECTION OF STATE HIGHWAY A1A AND
 AQ0348'5TH STREET, 35.7 M (117.1 FT) SOUTH OF THE STREET CENTER, 34.0 M
 AQ0348'(111.5 FT) NORTH OF THE CENTER OF 4TH STREET, 8.3 M (27.2 FT) EAST OF
 AQ0348'AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) EAST OF UTILITY
 AQ0348'LIGHT POLE NUMBER 190F40, AND THE MONUMENT IS RECESSED 0.05 M
 AQ0348'(0.16 FT) BELOW THE GROUND SURFACE.
 AQ0348
 AQ0348                          STATION RECOVERY (2003)
 AQ0348
 AQ0348'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 AQ0348'SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0534 ***********************************************************************
 BC0534  DESIGNATION -  B 323
 BC0534  PID         -  BC0534
 BC0534  STATE/COUNTY-  FL/ST JOHNS
 BC0534  USGS QUAD   -  MICKLER LANDING (1992)
 BC0534
 BC0534                         *CURRENT SURVEY CONTROL
 BC0534  ___________________________________________________________________
 BC0534* NAD 83(1986)-  30 08 56.     (N)    081 21 13.     (W)     SCALED    
 BC0534* NAVD 88     -         3.569  (meters)      11.71   (feet)  ADJUSTED  
 BC0534  ___________________________________________________________________
 BC0534  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BC0534  DYNAMIC HT  -           3.565 (meters)      11.70  (feet)  COMP
 BC0534  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BC0534
 BC0534  VERT ORDER  -  SECOND    CLASS 0
 BC0534
 BC0534.The horizontal coordinates were scaled from a topographic map and have
 BC0534.an estimated accuracy of +/- 6 seconds.
 BC0534
 BC0534.The orthometric height was determined by differential leveling
 BC0534.and adjusted by the National Geodetic Survey in June 1991..
 BC0534
 BC0534.The geoid height was determined by GEOID03.
 BC0534
 BC0534.The dynamic height is computed by dividing the NAVD 88
 BC0534.geopotential number by the normal gravity value computed on the
 BC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0534.degrees latitude (g = 980.6199 gals.).
 BC0534
 BC0534.The modeled gravity was interpolated from observed gravity values.
 BC0534
 BC0534;                    North         East    Units  Estimated Accuracy
 BC0534;SPC FL E     -   644,420.      165,930.      MT  (+/- 180 meters Scaled)
 BC0534
 BC0534                          SUPERSEDED SURVEY CONTROL
 BC0534
 BC0534  NGVD 29 (??/??/92)    3.898  (m)           12.79   (f) ADJ UNCH    2 0
 BC0534
 BC0534.Superseded values are not recommended for survey control.
 BC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0534.See file dsdata.txt to determine how the superseded data were derived.
 BC0534
 BC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP659353(NAD 83)
 BC0534_MARKER: DB = BENCH MARK DISK
 BC0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0534_STAMPING: B 323 1970
 BC0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0534+STABILITY: SURFACE MOTION
 BC0534
 BC0534  HISTORY     - Date     Condition        Report By
 BC0534  HISTORY     - 1970     MONUMENTED       NGS
 BC0534
 BC0534                          STATION DESCRIPTION
 BC0534
 BC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0534'18.7 MI N FROM ST AUGUSTINE.
 BC0534'ABOUT 18.7 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE
 BC0534'JUNCTION OF U.S. HIGHWAY 1 AT ST AUGUSTINE, ABOUT 0.75 MILE
 BC0534'SOUTH OF THE JUNCTION OF STATE HIGHWAY A 1 A AND S 210 LEADING
 BC0534'NORTH, NEAR THE ENTRANCE TO THE SKY HIGH ZOOLOGICAL GARDEN, 29
 BC0534'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET NORTH
 BC0534'OF THE CENTER LINE OF THE DRIVEWAY LEADING TO GARDEN, 8 FEET
 BC0534'NORTHWEST OF A 12-INCH OAK TREE, 2 FEET NORTH OF A METAL WITNESS
 BC0534'POST, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 BC0534'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 BC0534'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0495 ***********************************************************************
 BC0495  DESIGNATION -  B 324
 BC0495  PID         -  BC0495
 BC0495  STATE/COUNTY-  FL/DUVAL
 BC0495  USGS QUAD   -  JACKSONVILLE BEACH (1992)
 BC0495
 BC0495                         *CURRENT SURVEY CONTROL
 BC0495  ___________________________________________________________________
 BC0495* NAD 83(1986)-  30 17 45.     (N)    081 23 35.     (W)     SCALED    
 BC0495* NAVD 88     -         3.101  (meters)      10.17   (feet)  ADJUSTED  
 BC0495  ___________________________________________________________________
 BC0495  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC0495  DYNAMIC HT  -           3.097 (meters)      10.16  (feet)  COMP
 BC0495  MODELED GRAV-     979,354.7   (mgal)                       NAVD 88
 BC0495
 BC0495  VERT ORDER  -  SECOND    CLASS 0
 BC0495
 BC0495.The horizontal coordinates were scaled from a topographic map and have
 BC0495.an estimated accuracy of +/- 6 seconds.
 BC0495
 BC0495.The orthometric height was determined by differential leveling
 BC0495.and adjusted by the National Geodetic Survey in June 1991..
 BC0495
 BC0495.The geoid height was determined by GEOID03.
 BC0495
 BC0495.The dynamic height is computed by dividing the NAVD 88
 BC0495.geopotential number by the normal gravity value computed on the
 BC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0495.degrees latitude (g = 980.6199 gals.).
 BC0495
 BC0495.The modeled gravity was interpolated from observed gravity values.
 BC0495
 BC0495;                    North         East    Units  Estimated Accuracy
 BC0495;SPC FL E     -   660,730.      162,190.      MT  (+/- 180 meters Scaled)
 BC0495
 BC0495                          SUPERSEDED SURVEY CONTROL
 BC0495
 BC0495  NGVD 29 (??/??/92)    3.433  (m)           11.26   (f) ADJ UNCH    2 0
 BC0495
 BC0495.Superseded values are not recommended for survey control.
 BC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0495.See file dsdata.txt to determine how the superseded data were derived.
 BC0495
 BC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP622516(NAD 83)
 BC0495_MARKER: DB = BENCH MARK DISK
 BC0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0495_SP_SET: CONCRETE BASE
 BC0495_STAMPING: B 324 1970
 BC0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0495+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 BC0495
 BC0495  HISTORY     - Date     Condition        Report By
 BC0495  HISTORY     - 1970     MONUMENTED       NGS
 BC0495  HISTORY     - 1974     GOOD             NGS
 BC0495  HISTORY     - 20030419 GOOD             GEOCAC
 BC0495
 BC0495                          STATION DESCRIPTION
 BC0495
 BC0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0495'AT JACKSONVILLE BEACH.
 BC0495'AT JACKSONVILLE BEACH, ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY
 BC0495'A 1 A FROM THE JUNCTION OF U.S. HIGHWAY 90, NEAR THE JACKSONVILLE
 BC0495'BEACH POST OFFICE, AT THE INTERSECTION OF THE HIGHWAY AND 7TH
 BC0495'AVENUE, SET ON THE TOP OF THE EAST END OF A 22-BY-4-FOOT CONCRETE
 BC0495'BASE SUPPORTING A LARGE SIGN JACKSONVILLE BEACH POST OFFICE AND
 BC0495'PROJECTING 2 FEET ABOVE THE GROUND, 17.4 FEET WEST OF THE
 BC0495'WEST CURB OF THE HIGHWAY, 45 1/2 FEET SOUTH OF THE CENTER LINE
 BC0495'OF 7TH AVENUE, 0.6 FOOT WEST OF THE EAST END OF THE BASE, 77 1/2
 BC0495'FEET EAST OF THE NORTHEAST CORNER OF THE POST OFFICE BUILDING
 BC0495'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BC0495
 BC0495                          STATION RECOVERY (1974)
 BC0495
 BC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0495'RECOVERED IN GOOD CONDITION.
 BC0495
 BC0495                          STATION RECOVERY (2003)
 BC0495
 BC0495'RECOVERY NOTE BY GEOCACHING 2003 (GNA)
 BC0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0265 ***********************************************************************
 BC0265  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0265  DESIGNATION -  B 325
 BC0265  PID         -  BC0265
 BC0265  STATE/COUNTY-  FL/DUVAL
 BC0265  USGS QUAD   -  TROUT RIVER (1992)
 BC0265
 BC0265                         *CURRENT SURVEY CONTROL
 BC0265  ___________________________________________________________________
 BC0265* NAD 83(1986)-  30 24 27.     (N)    081 38 23.     (W)     SCALED    
 BC0265* NAVD 88     -         1.643  (meters)       5.39   (feet)  ADJUSTED  
 BC0265  ___________________________________________________________________
 BC0265  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC0265  DYNAMIC HT  -           1.641 (meters)       5.38  (feet)  COMP
 BC0265  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 BC0265
 BC0265  VERT ORDER  -  FIRST     CLASS II
 BC0265
 BC0265.The horizontal coordinates were scaled from a topographic map and have
 BC0265.an estimated accuracy of +/- 6 seconds.
 BC0265
 BC0265.The orthometric height was determined by differential leveling
 BC0265.and adjusted by the National Geodetic Survey in June 1991..
 BC0265
 BC0265.This Tidal Bench Mark is designated as VM 5097
 BC0265.by the Center for Operational Oceanographic Products and Services.
 BC0265
 BC0265.The geoid height was determined by GEOID03.
 BC0265
 BC0265.The dynamic height is computed by dividing the NAVD 88
 BC0265.geopotential number by the normal gravity value computed on the
 BC0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0265.degrees latitude (g = 980.6199 gals.).
 BC0265
 BC0265.The modeled gravity was interpolated from observed gravity values.
 BC0265
 BC0265;                    North         East    Units  Estimated Accuracy
 BC0265;SPC FL E     -   673,210.      138,530.      MT  (+/- 180 meters Scaled)
 BC0265
 BC0265                          SUPERSEDED SURVEY CONTROL
 BC0265
 BC0265  NGVD 29 (09/01/92)    1.965  (m)            6.45   (f) ADJUSTED    1 2
 BC0265
 BC0265.Superseded values are not recommended for survey control.
 BC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0265.See file dsdata.txt to determine how the superseded data were derived.
 BC0265
 BC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP385641(NAD 83)
 BC0265_MARKER: DB = BENCH MARK DISK
 BC0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0265_SP_SET: CONCRETE POST
 BC0265_STAMPING: B 325 1970
 BC0265_MARK LOGO: CGS   
 BC0265_PROJECTION: PROJECTING 8 CENTIMETERS
 BC0265_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0265+STABILITY: SURFACE MOTION
 BC0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0265+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BC0265
 BC0265  HISTORY     - Date     Condition        Report By
 BC0265  HISTORY     - 1970     MONUMENTED       NGS
 BC0265  HISTORY     - 1977     GOOD             FLDNR
 BC0265  HISTORY     - 1979     GOOD             NGS
 BC0265  HISTORY     - 19910419 GOOD             NGS
 BC0265  HISTORY     - 20040624 GOOD             FLDEP
 BC0265
 BC0265                          STATION DESCRIPTION
 BC0265
 BC0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0265'8.2 MI N FROM JACKSONVILLE.
 BC0265'ABOUT 7.5 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY
 BC0265'FROM THE STATION AT JACKSONVILLE, THENCE 0.7 MILE EAST ALONG
 BC0265'STATE HIGHWAY 105 (HECKSCHER DRIVE), NEAR THE NORTHWEST CORNER
 BC0265'OF A HIGH STEEL FENCE AROUND A POWER SUB-STATION, AT THE JUNCTION
 BC0265'OF SOMERS ROAD LEADING SOUTH, 94 FEET SOUTH OF THE CENTER LINE
 BC0265'OF THE HIGHWAY, 56 FEET EAST OF THE CENTER LINE OF SOMERS ROAD,
 BC0265'108.8 FEET WEST OF THE WEST RAIL OF A SPUR TRACK, 1.9 FEET
 BC0265'EAST OF THE NORTHWEST CORNER FENCE POST OF FENCE, 1 FOOT NORTH
 BC0265'OF THE FENCE LINE, 2 FEET WEST OF A METAL WITNESS POST, 3 FEET
 BC0265'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BC0265'P
 BC0265'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BC0265
 BC0265                          STATION RECOVERY (1977)
 BC0265
 BC0265'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0265'RECOVERED IN GOOD CONDITION.
 BC0265
 BC0265                          STATION RECOVERY (1979)
 BC0265
 BC0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BC0265'B 325 RESET 1979 WAS SET IN CASE B 325 WOULD GET DESTROYED BY ROAD
 BC0265'CONSTRUCTION, MARK WAS LEFT INTACT AND WILL BE CHECKED AFTER
 BC0265'CONSTRUCTION.
 BC0265
 BC0265                          STATION RECOVERY (1991)
 BC0265
 BC0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0265'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC0265'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE,
 BC0265'THENCE 1.0 KM (0.6 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER
 BC0265'DRIVE), 33.5 M (109.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE CSX
 BC0265'TRANSPORTATION RAILROAD, 19.2 M (63.0 FT) SOUTH OF THE CENTERLINE OF
 BC0265'THE EASTBOUND LANES OF THE HIGHWAY, 17.1 M (56.1 FT) EAST OF THE
 BC0265'CENTER OF SOMERS ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 BC0265'0.5 M (1.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK
 BC0265'FENCE AROUND A TRANSFORMER, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 BC0265'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BC0265
 BC0265                          STATION RECOVERY (2004)
 BC0265
 BC0265'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0265'THE MARK IS IN JACKSONVILLE, IN SECTION 19, TOWNSHIP 1 SOUTH, RANGE 27
 BC0265'EAST.
 BC0265' 
 BC0265'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN
 BC0265'STREET) AND HECKSCHER  DRIVE (STATE ROAD 105) ON THE NORTH SIDE OF
 BC0265'JACKSONVILLE, GO EAST ON HECKSCHER DRIVE FOR O.7 MI  TO THE MARK ON
 BC0265'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.3
 BC0265'FT ABOVE  THE LEVVEL OF THE GROUND AND 3.0 FT BELOW THE LEVEL OF
 BC0265'HECKSCHER DRIVE.
 BC0265' 
 BC0265'LOCATED 109.0 FT WEST OF THE WEST RAIL OF THE CSX RAILROAD SPUR LINE,
 BC0265'63.0 FT SOUTH OF THE  CENTERLINE OF THE EASTBOUND LANES OF HECKSCHER
 BC0265'DRIVE, 56.0 FT EAST OF THE CENTERLINE OF  SOMMERS ROAD, 2.0 FT WEST OF
 BC0265'A METAL WITNESS POST AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 BC0265'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1516 ***********************************************************************
 BC1516  DESIGNATION -  B 325 RESET
 BC1516  PID         -  BC1516
 BC1516  STATE/COUNTY-  FL/DUVAL
 BC1516  USGS QUAD   -  TROUT RIVER (1992)
 BC1516
 BC1516                         *CURRENT SURVEY CONTROL
 BC1516  ___________________________________________________________________
 BC1516* NAD 83(1986)-  30 24 27.     (N)    081 38 23.     (W)     SCALED    
 BC1516* NAVD 88     -         2.232  (meters)       7.32   (feet)  ADJUSTED  
 BC1516  ___________________________________________________________________
 BC1516  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BC1516  DYNAMIC HT  -           2.229 (meters)       7.31  (feet)  COMP
 BC1516  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 BC1516
 BC1516  VERT ORDER  -  FIRST     CLASS II
 BC1516
 BC1516.The horizontal coordinates were scaled from a topographic map and have
 BC1516.an estimated accuracy of +/- 6 seconds.
 BC1516
 BC1516.The orthometric height was determined by differential leveling
 BC1516.and adjusted by the National Geodetic Survey in May 1994..
 BC1516
 BC1516.The geoid height was determined by GEOID03.
 BC1516
 BC1516.The dynamic height is computed by dividing the NAVD 88
 BC1516.geopotential number by the normal gravity value computed on the
 BC1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1516.degrees latitude (g = 980.6199 gals.).
 BC1516
 BC1516.The modeled gravity was interpolated from observed gravity values.
 BC1516
 BC1516;                    North         East    Units  Estimated Accuracy
 BC1516;SPC FL E     -   673,210.      138,530.      MT  (+/- 180 meters Scaled)
 BC1516
 BC1516                          SUPERSEDED SURVEY CONTROL
 BC1516
 BC1516  NGVD 29 (09/01/92)    2.554  (m)            8.38   (f) ADJUSTED    1 2
 BC1516
 BC1516.Superseded values are not recommended for survey control.
 BC1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1516.See file dsdata.txt to determine how the superseded data were derived.
 BC1516
 BC1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP385641(NAD 83)
 BC1516_MARKER: DV = VERTICAL CONTROL DISK
 BC1516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1516_SP_SET: HEADWALL
 BC1516_STAMPING: B 325 RESET 1979
 BC1516_MARK LOGO: NGS   
 BC1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1516+STABILITY: SURFACE MOTION
 BC1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1516+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BC1516
 BC1516  HISTORY     - Date     Condition        Report By
 BC1516  HISTORY     - 1979     MONUMENTED       NGS
 BC1516  HISTORY     - 19910419 GOOD             NGS
 BC1516  HISTORY     - 20040624 GOOD             FLDEP
 BC1516
 BC1516                          STATION DESCRIPTION
 BC1516
 BC1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BC1516'8.2 MI NORTH FROM JACKSONVILLE.
 BC1516'0.6 MILE EAST ALONG STATE ROUTE 105 (HECKSCHER DRIVE) FROM ITS
 BC1516'JUNCTION WITH U.S.HIGHWAY 17, THAT IS ABOUT 7.6 MILES NORTH OF
 BC1516'JACKSONVILLE, 160.0 FEET SOUTH OF THE SOUTH SIDE OF LARGE
 BC1516'BUILDING, 94.0 FEET NORTH OF CENTER OF STATE ROUTE 105, AND
 BC1516'40.0 FEET WEST OF CENTER OF DRIVEWAY TO LARGE BUILDING.
 BC1516
 BC1516                          STATION RECOVERY (1991)
 BC1516
 BC1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1516'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC1516'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE,
 BC1516'THENCE 1.1 KM (0.7 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER
 BC1516'DRIVE), IN TOP OF AND 2.1 M (6.9 FT) NORTH OF THE SOUTH END OF THE
 BC1516'WEST CONCRETE HEADWALL OF A PIPE CULVERT, 46.0 M (150.9 FT) EAST OF
 BC1516'THE NEAR RAIL OF THE CSX TRANSPORTATION RAILROAD, 15.7 M (51.5 FT)
 BC1516'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 10.0 M
 BC1516'(32.8 FT) WEST OF THE CENTER OF THE WEST ENTRANCE ROAD LEADING TO THE
 BC1516'IMESON DISTRIBUTION CENTER INCORPORATED, 2.2 M (7.2 FT) SOUTH OF THE
 BC1516'NORTH END OF THE HEADWALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BC1516'HIGHWAY.
 BC1516
 BC1516                          STATION RECOVERY (2004)
 BC1516
 BC1516'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1516'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1516' 
 BC1516'THE MARK IS IN JACKSONVILLE, IN SECTION 19, TOWNSHIP 1 SOUTH, RANGE 27
 BC1516'EAST.
 BC1516' 
 BC1516'THE IMESON DISTRIBUTION CENTER IS AT 555 HECKSCHER DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0436 ***********************************************************************
 BC0436  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0436  DESIGNATION -  B 326
 BC0436  PID         -  BC0436
 BC0436  STATE/COUNTY-  FL/DUVAL
 BC0436  USGS QUAD   -  MAYPORT (1992)
 BC0436
 BC0436                         *CURRENT SURVEY CONTROL
 BC0436  ___________________________________________________________________
 BC0436* NAD 83(1986)-  30 26 49.     (N)    081 24 57.     (W)     SCALED    
 BC0436* NAVD 88     -         2.665  (meters)       8.74   (feet)  ADJUSTED  
 BC0436  ___________________________________________________________________
 BC0436  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BC0436  DYNAMIC HT  -           2.661 (meters)       8.73  (feet)  COMP
 BC0436  MODELED GRAV-     979,370.5   (mgal)                       NAVD 88
 BC0436
 BC0436  VERT ORDER  -  SECOND    CLASS I
 BC0436
 BC0436.The horizontal coordinates were scaled from a topographic map and have
 BC0436.an estimated accuracy of +/- 6 seconds.
 BC0436
 BC0436.The orthometric height was determined by differential leveling
 BC0436.and adjusted by the National Geodetic Survey in June 2006..
 BC0436
 BC0436.This Tidal Bench Mark is designated as VM 5070
 BC0436.by the Center for Operational Oceanographic Products and Services.
 BC0436
 BC0436.The geoid height was determined by GEOID03.
 BC0436
 BC0436.The dynamic height is computed by dividing the NAVD 88
 BC0436.geopotential number by the normal gravity value computed on the
 BC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0436.degrees latitude (g = 980.6199 gals.).
 BC0436
 BC0436.The modeled gravity was interpolated from observed gravity values.
 BC0436
 BC0436;                    North         East    Units  Estimated Accuracy
 BC0436;SPC FL E     -   677,490.      160,060.      MT  (+/- 180 meters Scaled)
 BC0436
 BC0436                          SUPERSEDED SURVEY CONTROL
 BC0436
 BC0436  NAVD 88 (06/15/91)    2.679  (m)            8.79   (f) UNKNOWN     2 0
 BC0436  NGVD 29 (09/01/92)    3.018  (m)            9.90   (f) ADJUSTED    2 0
 BC0436
 BC0436.Superseded values are not recommended for survey control.
 BC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0436.See file dsdata.txt to determine how the superseded data were derived.
 BC0436
 BC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP600683(NAD 83)
 BC0436_MARKER: DB = BENCH MARK DISK
 BC0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0436_SP_SET: CONCRETE POST
 BC0436_STAMPING: B 326 1970
 BC0436_MARK LOGO: CGS   
 BC0436_PROJECTION: FLUSH
 BC0436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0436+STABILITY: SURFACE MOTION
 BC0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0436+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC0436
 BC0436  HISTORY     - Date     Condition        Report By
 BC0436  HISTORY     - 1970     MONUMENTED       NGS
 BC0436  HISTORY     - 1974     GOOD             NGS
 BC0436  HISTORY     - 1977     GOOD             FLDNR
 BC0436  HISTORY     - 1985     GOOD             FLDNR
 BC0436  HISTORY     - 20040602 GOOD             FLDEP
 BC0436
 BC0436                          STATION DESCRIPTION
 BC0436
 BC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0436'4 MI N FROM MAYPORT.
 BC0436'ABOUT 4.0 MILES NORTHERLY ALONG STATE HIGHWAY A 1 A FROM THE
 BC0436'JUNCTION OF STATE HIGHWAY 105 AND THE WEST LANDING OF THE MAYPORT
 BC0436'FERRY AT MAYPORT, ABOUT 1.8 MILES NORTH OF THE NORTHEAST END OF
 BC0436'THE LARGE HIGHWAY BRIDGE OVER FORT GEORGE RIVER, ON LITTLE
 BC0436'TALBOT ISLAND, AT THE JUNCTION OF A SAND ROAD LEADING WESTERLY,
 BC0436'116 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 71 1/2 FEET
 BC0436'NORTH OF THE CENTER LINE OF THE SAND ROAD, 34 FEET NORTHWEST OF
 BC0436'A LONE 16-INCH CABBAGE PALM TREE, 2 FEET WEST OF A METAL WITNESS
 BC0436'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 BC0436'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BC0436'GROUND.
 BC0436
 BC0436                          STATION RECOVERY (1974)
 BC0436
 BC0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0436'RECOVERED IN GOOD CONDITION.
 BC0436
 BC0436                          STATION RECOVERY (1977)
 BC0436
 BC0436'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0436'RECOVERED IN GOOD CONDITION.
 BC0436
 BC0436                          STATION RECOVERY (1985)
 BC0436
 BC0436'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0436'RECOVERED IN GOOD CONDITION.
 BC0436
 BC0436                          STATION RECOVERY (2004)
 BC0436
 BC0436'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0436'THE MARK IS ABOUT 3.7 MI NORTHEAST OF MAYPORT, 0.95 MI SOUTH OF THE
 BC0436'MAIN ENTRANCE TO  LITTLE TALBOT ISLAND STATE PARK, IN SECTION 42,
 BC0436'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC0436' 
 BC0436'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC0436'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC0436'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 4.2
 BC0436'MI TO THE ENTRANCE TO THE LITTLE TALBOT ISLAND STATE  PARK MAINTENANCE
 BC0436'YARD AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 BC0436'MONUMENT FLUSH WITH THE GROUND.
 BC0436' 
 BC0436'LOCATED 116.5 FT WEST OF THE CENTERLINE OF STATE ROAD A1A (STATE ROAD
 BC0436'105), 73.5 FT NORTH  OF THE SAND ENTRANCE ROAD TO THE MAINTENANCE
 BC0436'YARD, 66.8 FT EAST-NORTHEAST OF THE  NORTH GATE POST OF A 16.0 FT WIDE
 BC0436'GATE ACROSS THE SAND ROAD, 39.2 FT NORTHEAST OF A 6-FT  HIGH CHAIN
 BC0436'LINK FENCE CORNER POST THAT IS 30.0 FT NORTH OF THE NORTH GATE POST,
 BC0436'34.0 FT  NORTHWEST OF A 16-INCH CABBAGE PALM TREE, 2.0 FT WEST OF A
 BC0436'METAL WITNESS POST AND 1.0 FT  SOUTH OF A CARSONITE WITNESS POST.
 BC0436' 
 BC0436'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0304 ***********************************************************************
 AA0304  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0304  DESIGNATION -  B 327
 AA0304  PID         -  AA0304
 AA0304  STATE/COUNTY-  FL/MONROE
 AA0304  USGS QUAD   -  MARATHON (1971)
 AA0304
 AA0304                         *CURRENT SURVEY CONTROL
 AA0304  ___________________________________________________________________
 AA0304* NAD 83(1986)-  24 42 37.     (N)    081 06 01.     (W)     SCALED    
 AA0304* NAVD 88     -         0.509  (meters)       1.67   (feet)  ADJUSTED  
 AA0304  ___________________________________________________________________
 AA0304  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AA0304  DYNAMIC HT  -           0.508 (meters)       1.67  (feet)  COMP
 AA0304  MODELED GRAV-     978,967.0   (mgal)                       NAVD 88
 AA0304
 AA0304  VERT ORDER  -  SECOND    CLASS 0
 AA0304
 AA0304.The horizontal coordinates were scaled from a topographic map and have
 AA0304.an estimated accuracy of +/- 6 seconds.
 AA0304
 AA0304.The orthometric height was determined by differential leveling
 AA0304.and adjusted by the National Geodetic Survey in June 1991..
 AA0304
 AA0304.This Tidal Bench Mark is designated as VM 692
 AA0304.by the Center for Operational Oceanographic Products and Services.
 AA0304
 AA0304.The geoid height was determined by GEOID03.
 AA0304
 AA0304.The dynamic height is computed by dividing the NAVD 88
 AA0304.geopotential number by the normal gravity value computed on the
 AA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0304.degrees latitude (g = 980.6199 gals.).
 AA0304
 AA0304.The modeled gravity was interpolated from observed gravity values.
 AA0304
 AA0304;                    North         East    Units  Estimated Accuracy
 AA0304;SPC FL E     -    41,750.      189,850.      MT  (+/- 180 meters Scaled)
 AA0304
 AA0304                          SUPERSEDED SURVEY CONTROL
 AA0304
 AA0304  NGVD 29 (??/??/92)    0.944  (m)            3.10   (f) ADJ UNCH    2 0
 AA0304
 AA0304.Superseded values are not recommended for survey control.
 AA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0304.See file dsdata.txt to determine how the superseded data were derived.
 AA0304
 AA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH898328(NAD 83)
 AA0304_MARKER: DB = BENCH MARK DISK
 AA0304_SETTING: 66 = SET IN ROCK OUTCROP
 AA0304_SP_SET: BEDROCK
 AA0304_STAMPING: B 327 1970
 AA0304_MARK LOGO: NGS   
 AA0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0304+STABILITY: POSITION/ELEVATION WELL
 AA0304
 AA0304  HISTORY     - Date     Condition        Report By
 AA0304  HISTORY     - 1970     MONUMENTED       NGS
 AA0304  HISTORY     - 1978     MARK NOT FOUND   NGS
 AA0304  HISTORY     - 1982     GOOD             FLDNR
 AA0304  HISTORY     - 1982     GOOD             LOCSUR
 AA0304  HISTORY     - 1987     GOOD             USPSQD
 AA0304  HISTORY     - 1988     GOOD             USPSQD
 AA0304
 AA0304                          STATION DESCRIPTION
 AA0304
 AA0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AA0304'1.4 MI W FROM MARATHON.
 AA0304'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0304'AT MARATHON, AT AN ENTRANCE DRIVE TO THE BUCCANEER LODGE, 283
 AA0304'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 77 1/2 FEET
 AA0304'SOUTHWEST OF THE SOUTHWEST CORNER OF A TENNIS COURT, 33 1/2 FEET
 AA0304'WEST OF THE APPROXIMATE CENTER LINE OF A DRIVEWAY LEADING TO THE
 AA0304'LODGE, 16 1/2 FEET WEST OF A ROW OF HEDGE, 85 YARDS SOUTH OF THE
 AA0304'SOUTH SIDE OF THE BUCCANEER LODGE, ABOUT 4 FEET BELOW THE LEVEL
 AA0304'OF THE HIGHWAY AND SET IN THE TOP OF A LEDGE OF EXPOSED BEDROCK.
 AA0304'VACA KEY TIDE GAUGE.  NOTE-- THE CITY OF MARATHON IS ON VACA
 AA0304'KEY.
 AA0304
 AA0304                          STATION RECOVERY (1978)
 AA0304
 AA0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0304'NOT RECOVERED THIS DATE
 AA0304
 AA0304                          STATION RECOVERY (1982)
 AA0304
 AA0304'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0304'RECOVERED IN GOOD CONDITION EXCEPT THAT THE MARK IS NOW IN AN ASPHALT
 AA0304'PARKING LOT AND IS RECESSED 2 INCHES.
 AA0304
 AA0304                          STATION RECOVERY (1982)
 AA0304
 AA0304'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AA0304'LOCATED ABOUT 1.4 MILES WEST ALONG US HIGHWAY 1 FROM THE POST OFFICE
 AA0304'IN MARATHON, AT AN ENTRANCE TO BUCCANEER LODGE APPROXIMATELY 283 FEET
 AA0304'NORTH OF THE CENTER LINE OF THE HIGHWAY, 77 1/2 FEET SOUTHWEST OF THE
 AA0304'SOUTHWEST CORNER OF A TENNIS COURT, 33 1/2 FEET WEST OF THE CENTER
 AA0304'LINE OF A DRIVEWAY LEADING TO THE LODGE, APPROXIMATELY 85 YARDS SOUTH
 AA0304'OF THE SOUTH SIDE OF THE BUCCANNER LODGE, ABOUT 4 FEET BELOW THE
 AA0304'LEVEL OF THE HIGHWAY AND SET IN BEDROCK IN A DEORESSION 1 INCH DEEP
 AA0304'IN AN ASPHALT PAVED PARKING LOT.
 AA0304
 AA0304                          STATION RECOVERY (1987)
 AA0304
 AA0304'RECOVERY NOTE BY US POWER SQUADRON 1987 (EVK)
 AA0304'RECOVERED IN GOOD CONDITION.
 AA0304
 AA0304                          STATION RECOVERY (1988)
 AA0304
 AA0304'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWR)
 AA0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0402 ***********************************************************************
 AA0402  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0402  DESIGNATION -  B 328
 AA0402  PID         -  AA0402
 AA0402  STATE/COUNTY-  FL/MONROE
 AA0402  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0402
 AA0402                         *CURRENT SURVEY CONTROL
 AA0402  ___________________________________________________________________
 AA0402* NAD 83(1986)-  24 51 51.     (N)    080 42 59.     (W)     SCALED    
 AA0402* NAVD 88     -        -0.069  (meters)      -0.23   (feet)  ADJUSTED  
 AA0402  ___________________________________________________________________
 AA0402  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AA0402  DYNAMIC HT  -          -0.069 (meters)      -0.23  (feet)  COMP
 AA0402  MODELED GRAV-     978,974.5   (mgal)                       NAVD 88
 AA0402
 AA0402  VERT ORDER  -  FIRST     CLASS II
 AA0402
 AA0402.The horizontal coordinates were scaled from a topographic map and have
 AA0402.an estimated accuracy of +/- 6 seconds.
 AA0402
 AA0402.The orthometric height was determined by differential leveling
 AA0402.and adjusted by the National Geodetic Survey in June 1991..
 AA0402
 AA0402.This Tidal Bench Mark is designated as VM 10928
 AA0402.by the Center for Operational Oceanographic Products and Services.
 AA0402
 AA0402.The geoid height was determined by GEOID03.
 AA0402
 AA0402.The dynamic height is computed by dividing the NAVD 88
 AA0402.geopotential number by the normal gravity value computed on the
 AA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0402.degrees latitude (g = 980.6199 gals.).
 AA0402
 AA0402.The modeled gravity was interpolated from observed gravity values.
 AA0402
 AA0402;                    North         East    Units  Estimated Accuracy
 AA0402;SPC FL E     -    58,830.      228,660.      MT  (+/- 180 meters Scaled)
 AA0402
 AA0402                          SUPERSEDED SURVEY CONTROL
 AA0402
 AA0402  NGVD 29 (09/01/92)    0.388  (m)            1.27   (f) ADJUSTED    1 2
 AA0402
 AA0402.Superseded values are not recommended for survey control.
 AA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0402.See file dsdata.txt to determine how the superseded data were derived.
 AA0402
 AA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH286499(NAD 83)
 AA0402_MARKER: DB = BENCH MARK DISK
 AA0402_SETTING: 66 = SET IN ROCK OUTCROP
 AA0402_SP_SET: ROCK LEDGE
 AA0402_STAMPING: B 328 1970
 AA0402_MARK LOGO: NGS   
 AA0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0402+STABILITY: POSITION/ELEVATION WELL
 AA0402
 AA0402  HISTORY     - Date     Condition        Report By
 AA0402  HISTORY     - 1970     MONUMENTED       NGS
 AA0402  HISTORY     - 1979     GOOD             NGS
 AA0402  HISTORY     - 1982     GOOD             FLDNR
 AA0402  HISTORY     - 1982     GOOD             LOCSUR
 AA0402
 AA0402                          STATION DESCRIPTION
 AA0402
 AA0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AA0402'7.7 MI SW FROM ISLAMORADA.
 AA0402'ABOUT 7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0402'OFFICE AT ISLAMORADA, THENCE 0.1 MILE NORTH ALONG A PRIVATE
 AA0402'DRIVEWAY, ON THE PROPERTY OF THE BAYSIDE MOTEL, ON LOWER MATECUMBE
 AA0402'KEY, 76.3 FEET WEST OF THE SOUTHWEST CORNER OF THE MOST NORTHERLY
 AA0402'MOTEL UNIT, 22.3 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE BOAT
 AA0402'RAMP, 0.4 FOOT WEST OF THE WEST FACE OF THE SEAWALL, SET ON THE
 AA0402'TOP OF A ROCK LEDGE AT THE WATERS EDGE AND 2 FEET BELOW THE
 AA0402'TOP OF THE SEAWALL.  LOWER MATECUMBE KEY, FLORIDA BAY.
 AA0402
 AA0402                          STATION RECOVERY (1979)
 AA0402
 AA0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0402'RECOVERED IN GOOD CONDITION.
 AA0402
 AA0402                          STATION RECOVERY (1982)
 AA0402
 AA0402'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0402'RECOVERED IN GOOD CONDITION.
 AA0402
 AA0402                          STATION RECOVERY (1982)
 AA0402
 AA0402'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AA0402'ABOUT 7.6 MILES SW ALONG U.S. HWY 1 FROM THE POST OFFICE AT
 AA0402'ISLAMORADA, THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVE ON PROPERTY
 AA0402'OF BAYSIDE MOTEL, ON LOWER MATECUMBE KEY, 22.3 FEET SOUTH OF THE
 AA0402'SOUTH EDGE OF A CONCRETE BOAT RAMP, 0.4 FOOT WEST OF THE WEST FACE OF
 AA0402'THE SEAWALL, SET ON TOP OF ROCK LEDGE AT WATEREDGE, 2 FEET BELOW TOP
 AA0402'OF SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0407 ***********************************************************************
 AA0407  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0407  DESIGNATION -  B 329
 AA0407  PID         -  AA0407
 AA0407  STATE/COUNTY-  FL/MONROE
 AA0407  USGS QUAD   -  LOWER MATECUMBE KEY (1971)
 AA0407
 AA0407                         *CURRENT SURVEY CONTROL
 AA0407  ___________________________________________________________________
 AA0407* NAD 83(1986)-  24 52 13.     (N)    080 42 09.     (W)     SCALED    
 AA0407* NAVD 88     -         1.147  (meters)       3.76   (feet)  ADJUSTED  
 AA0407  ___________________________________________________________________
 AA0407  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AA0407  DYNAMIC HT  -           1.145 (meters)       3.76  (feet)  COMP
 AA0407  MODELED GRAV-     978,974.1   (mgal)                       NAVD 88
 AA0407
 AA0407  VERT ORDER  -  FIRST     CLASS II
 AA0407
 AA0407.The horizontal coordinates were scaled from a topographic map and have
 AA0407.an estimated accuracy of +/- 6 seconds.
 AA0407
 AA0407.The orthometric height was determined by differential leveling
 AA0407.and adjusted by the National Geodetic Survey in June 1991..
 AA0407.WARNING-Repeat measurements at this control monument indicate possible
 AA0407.vertical movement.
 AA0407
 AA0407.This Tidal Bench Mark is designated as VM 6237
 AA0407.by the Center for Operational Oceanographic Products and Services.
 AA0407
 AA0407.The geoid height was determined by GEOID03.
 AA0407
 AA0407.The dynamic height is computed by dividing the NAVD 88
 AA0407.geopotential number by the normal gravity value computed on the
 AA0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0407.degrees latitude (g = 980.6199 gals.).
 AA0407
 AA0407.The modeled gravity was interpolated from observed gravity values.
 AA0407
 AA0407;                    North         East    Units  Estimated Accuracy
 AA0407;SPC FL E     -    59,510.      230,060.      MT  (+/- 180 meters Scaled)
 AA0407
 AA0407                          SUPERSEDED SURVEY CONTROL
 AA0407
 AA0407  NGVD 29 (09/01/92)    1.603  (m)            5.26   (f) ADJUSTED    1 2
 AA0407
 AA0407.Superseded values are not recommended for survey control.
 AA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0407.See file dsdata.txt to determine how the superseded data were derived.
 AA0407
 AA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH300506(NAD 83)
 AA0407_MARKER: DB = BENCH MARK DISK
 AA0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA0407_STAMPING: B 329 1970
 AA0407_MARK LOGO: NGS   
 AA0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0407+STABILITY: SURFACE MOTION
 AA0407
 AA0407  HISTORY     - Date     Condition        Report By
 AA0407  HISTORY     - 1970     MONUMENTED       NGS
 AA0407  HISTORY     - 1979     GOOD             NGS
 AA0407  HISTORY     - 1982     GOOD             FLDNR
 AA0407  HISTORY     - 1982     GOOD             LOCSUR
 AA0407
 AA0407                          STATION DESCRIPTION
 AA0407
 AA0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AA0407'6.8 MI SW FROM ISLAMORADA.
 AA0407'ABOUT 6.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0407'AT ISLAMORADA, THENCE 0.15 MILE SOUTHEAST ALONG A PRIVATE
 AA0407'DRIVEWAY, 37.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RESIDENCE
 AA0407'OF MR. ROBERT JONES, 19 1/2 FEET SOUTHEAST OF A POWER LINE POLE,
 AA0407'11 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 63.3 FEET WEST
 AA0407'OF BENCH MARK C 329 DESCRIBED, 1 1/2 FEET NORTHEAST OF THE
 AA0407'GROUND END OF A GUY WIRE FOR THE POLE, SET IN THE TOP OF A CONCRETE
 AA0407'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE DRIVEWAY.
 AA0407'LOWER MATECUMBE KEY, HAWK CHANNEL.
 AA0407
 AA0407                          STATION RECOVERY (1979)
 AA0407
 AA0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0407'RECOVERED IN GOOD CONDITION.
 AA0407
 AA0407                          STATION RECOVERY (1982)
 AA0407
 AA0407'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0407'RECOVERED IN GOOD CONDITION.
 AA0407
 AA0407                          STATION RECOVERY (1982)
 AA0407
 AA0407'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AA0407'ABOUT 6.6 MILES SW ALONG U.S. HWY. 1 FROM THE POST OFFICE AT
 AA0407'ISLAMORADA, THENCE 0.15 MILE SE ALONG A PRIVATE DRIVEWAY 37.5 FEET
 AA0407'SOUTH OF THE SW CORNER OF THE RESIDENCE OF MR ROBERT JONES, 11 FEET
 AA0407'NE OF THE CENTERLINE OF THE ROAD, 63.3 FEET WEST OF BENCH MARK C 329,
 AA0407'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5192 ***********************************************************************
 AG5192  DESIGNATION -  B 330
 AG5192  PID         -  AG5192
 AG5192  STATE/COUNTY-  FL/MANATEE
 AG5192  USGS QUAD   -  PALMETTO (1987)
 AG5192
 AG5192                         *CURRENT SURVEY CONTROL
 AG5192  ___________________________________________________________________
 AG5192* NAD 83(1986)-  27 35 02.     (N)    082 35 48.     (W)     SCALED    
 AG5192* NAVD 88     -         1.906  (meters)       6.25   (feet)  ADJUSTED  
 AG5192  ___________________________________________________________________
 AG5192  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AG5192  DYNAMIC HT  -           1.903 (meters)       6.24  (feet)  COMP
 AG5192  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AG5192
 AG5192  VERT ORDER  -  FIRST     CLASS II
 AG5192
 AG5192.The horizontal coordinates were scaled from a topographic map and have
 AG5192.an estimated accuracy of +/- 6 seconds.
 AG5192
 AG5192.The orthometric height was determined by differential leveling
 AG5192.and adjusted by the National Geodetic Survey in June 1991..
 AG5192
 AG5192.The geoid height was determined by GEOID03.
 AG5192
 AG5192.The dynamic height is computed by dividing the NAVD 88
 AG5192.geopotential number by the normal gravity value computed on the
 AG5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5192.degrees latitude (g = 980.6199 gals.).
 AG5192
 AG5192.The modeled gravity was interpolated from observed gravity values.
 AG5192
 AG5192;                    North         East    Units  Estimated Accuracy
 AG5192;SPC FL W     -   360,240.      141,090.      MT  (+/- 180 meters Scaled)
 AG5192
 AG5192                          SUPERSEDED SURVEY CONTROL
 AG5192
 AG5192  NGVD 29 (??/??/92)    2.199  (m)            7.21   (f) ADJ UNCH    1 2
 AG5192
 AG5192.Superseded values are not recommended for survey control.
 AG5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5192.See file dsdata.txt to determine how the superseded data were derived.
 AG5192
 AG5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL424521(NAD 83)
 AG5192_MARKER: DB = BENCH MARK DISK
 AG5192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5192_SP_SET: CONCRETE BASE
 AG5192_STAMPING: B 330 1972
 AG5192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5192
 AG5192  HISTORY     - Date     Condition        Report By
 AG5192  HISTORY     - 1972     MONUMENTED       NGS
 AG5192
 AG5192                          STATION DESCRIPTION
 AG5192
 AG5192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5192'4.1 MI W FROM RUBONIA.
 AG5192'ABOUT 0.8 MILE SOUTH ALONG BAYSHORE ROAD FROM THE POST OFFICE
 AG5192'AT RUBONIA, THENCE 0.7 MILE WEST ALONG PALM VIEW ROAD, THENCE
 AG5192'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 19 (SUNSHINE SKYWAY),
 AG5192'AT THE SOUTH TOLL PLAZA ON THE HIGHWAY, SET IN THE TOP OF THE
 AG5192'CONCRETE BASE FOR THE CENTER CONCRETE BARRIER WHICH DIVIDES
 AG5192'TRAFFIC AND PROTECTS A TOLL BOOTH, 2.8 FEET EAST OF THE NORTHEAST
 AG5192'CORNER OF THE TOLL BOOTH, 44.3 FEET SOUTH OF THE SOUTH WALL OF
 AG5192'THE TOLL STATION OFFICE BUILDING, 6 FEET SOUTH OF THE CENTER
 AG5192'LINE OF THE SECOND TRAFFIC LANE SOUTH OF THE OFFICE BUILDING,
 AG5192'11 FEET NORTH OF THE CENTER LINE OF THE THIRD TRAFFIC LANE
 AG5192'SOUTH OF THE OFFICE BUILDING, 0.5 FOOT WEST OF THE WEST EDGE OF A
 AG5192'CONCRETE BULKHEAD, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 AG5192'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0031 ***********************************************************************
 BC0031  DESIGNATION -  B 331
 BC0031  PID         -  BC0031
 BC0031  STATE/COUNTY-  FL/NASSAU
 BC0031  USGS QUAD   -  GROSS (1993)
 BC0031
 BC0031                         *CURRENT SURVEY CONTROL
 BC0031  ___________________________________________________________________
 BC0031* NAD 83(1986)-  30 42 28.     (N)    081 40 07.     (W)     SCALED    
 BC0031* NAVD 88     -         6.307  (meters)      20.69   (feet)  ADJUSTED  
 BC0031  ___________________________________________________________________
 BC0031  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BC0031  DYNAMIC HT  -           6.299 (meters)      20.67  (feet)  COMP
 BC0031  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 BC0031
 BC0031  VERT ORDER  -  FIRST     CLASS I
 BC0031
 BC0031.The horizontal coordinates were scaled from a topographic map and have
 BC0031.an estimated accuracy of +/- 6 seconds.
 BC0031
 BC0031.The orthometric height was determined by differential leveling
 BC0031.and adjusted by the National Geodetic Survey in May 1994..
 BC0031
 BC0031.The geoid height was determined by GEOID03.
 BC0031
 BC0031.The dynamic height is computed by dividing the NAVD 88
 BC0031.geopotential number by the normal gravity value computed on the
 BC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0031.degrees latitude (g = 980.6199 gals.).
 BC0031
 BC0031.The modeled gravity was interpolated from observed gravity values.
 BC0031
 BC0031;                    North         East    Units  Estimated Accuracy
 BC0031;SPC FL E     -   706,520.      135,950.      MT  (+/- 180 meters Scaled)
 BC0031
 BC0031                          SUPERSEDED SURVEY CONTROL
 BC0031
 BC0031  NAVD 88 (06/15/91)    6.318  (m)           20.73   (f) UNKNOWN     1 1
 BC0031  NGVD 29 (09/01/92)    6.654  (m)           21.83   (f) ADJUSTED    1 1
 BC0031
 BC0031.Superseded values are not recommended for survey control.
 BC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0031.See file dsdata.txt to determine how the superseded data were derived.
 BC0031
 BC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359974(NAD 83)
 BC0031_MARKER: DV = VERTICAL CONTROL DISK
 BC0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0031_SP_SET: HEADWALL
 BC0031_STAMPING: B 331 1975
 BC0031_MARK LOGO: NGS   
 BC0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0031+STABILITY: SURFACE MOTION
 BC0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0031+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1991
 BC0031
 BC0031  HISTORY     - Date     Condition        Report By
 BC0031  HISTORY     - 1975     MONUMENTED       NGS
 BC0031  HISTORY     - 19910421 GOOD             NGS
 BC0031
 BC0031                          STATION DESCRIPTION
 BC0031
 BC0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0031'6.2 MI NW FROM YULEE.
 BC0031'6.25 MILES NORTHWEST ALONG SEABOARD COASTAL LINE RAILROAD
 BC0031'FROM ITS CROSSING WITH STATE HIGHWAY A1A AT YULEE, 0.3 MILE
 BC0031'SOUTHEAST OF I-95 BRIDGE, IN THE SOUTHEAST END OF THE SOUTHWEST
 BC0031'HEAD WALL OF A 40 FOOT CONCRETE CULVERT UNDER HIGHWAY 17,
 BC0031'55.2 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 17, 0.7
 BC0031'FEET NORTHWEST OF THE SOUTHEAST END OF A CULVERT, APPROXIMATELY
 BC0031'LEVEL WITH THE GROUND.  SECTION 2, T 3 N, R 26 E
 BC0031
 BC0031                          STATION RECOVERY (1991)
 BC0031
 BC0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0031'10.8 KM (6.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 17 FROM THE
 BC0031'INTERSECTION OF STATE HIGHWAY A1A IN YULEE, IN TOP OF AND 0.2 M (0.7
 BC0031'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 BC0031'OF A BOX CULVERT UNDER THE HIGHWAY, 11.6 M (38.1 FT) SOUTHWEST OF AND
 BC0031'LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0364 ***********************************************************************
 BC0364  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0364  DESIGNATION -  B 332
 BC0364  PID         -  BC0364
 BC0364  STATE/COUNTY-  FL/DUVAL
 BC0364  USGS QUAD   -  JACKSONVILLE (1994)
 BC0364
 BC0364                         *CURRENT SURVEY CONTROL
 BC0364  ___________________________________________________________________
 BC0364* NAD 83(1986)-  30 18 23.     (N)    081 38 59.     (W)     SCALED    
 BC0364* NAVD 88     -         3.872  (meters)      12.70   (feet)  ADJUSTED  
 BC0364  ___________________________________________________________________
 BC0364  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BC0364  DYNAMIC HT  -           3.867 (meters)      12.69  (feet)  COMP
 BC0364  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 BC0364
 BC0364  VERT ORDER  -  FIRST     CLASS I
 BC0364
 BC0364.The horizontal coordinates were scaled from a topographic map and have
 BC0364.an estimated accuracy of +/- 6 seconds.
 BC0364
 BC0364.The orthometric height was determined by differential leveling
 BC0364.and adjusted by the National Geodetic Survey in June 1991..
 BC0364
 BC0364.This Tidal Bench Mark is designated as VM 13478
 BC0364.by the Center for Operational Oceanographic Products and Services.
 BC0364
 BC0364.The geoid height was determined by GEOID03.
 BC0364
 BC0364.The dynamic height is computed by dividing the NAVD 88
 BC0364.geopotential number by the normal gravity value computed on the
 BC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0364.degrees latitude (g = 980.6199 gals.).
 BC0364
 BC0364.The modeled gravity was interpolated from observed gravity values.
 BC0364
 BC0364;                    North         East    Units  Estimated Accuracy
 BC0364;SPC FL E     -   662,010.      137,510.      MT  (+/- 180 meters Scaled)
 BC0364
 BC0364                          SUPERSEDED SURVEY CONTROL
 BC0364
 BC0364  NGVD 29 (09/01/92)    4.202  (m)           13.79   (f) ADJUSTED    1 1
 BC0364
 BC0364.Superseded values are not recommended for survey control.
 BC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0364.See file dsdata.txt to determine how the superseded data were derived.
 BC0364
 BC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP375529(NAD 83)
 BC0364_MARKER: DV = VERTICAL CONTROL DISK
 BC0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC0364_SP_SET: COPPER-CLAD STEEL ROD
 BC0364_STAMPING: B 332 1975
 BC0364_MARK LOGO: NGS   
 BC0364_PROJECTION: FLUSH
 BC0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0364+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 BC0364_ROD/PIPE-DEPTH: 14.6 meters
 BC0364
 BC0364  HISTORY     - Date     Condition        Report By
 BC0364  HISTORY     - 1975     MONUMENTED       NGS
 BC0364  HISTORY     - 19910417 GOOD             NGS
 BC0364  HISTORY     - 20040911 MARK NOT FOUND   USPSQD
 BC0364
 BC0364                          STATION DESCRIPTION
 BC0364
 BC0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC0364'IN SOUTH JACKSONVILLE, AT THE INTERSECTION OF THE FLORIDA EAST COAST
 BC0364'RAILROAD AND ATLANTIC BOULEVARD, 60.0 M (196.8 FT) SOUTHEAST OF THE
 BC0364'CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 17.4 M (57.1 FT)
 BC0364'NORTH OF THE NORTH CORNER OF A WOODEN FENCE, 8.0 M (26.2 FT) SOUTHWEST
 BC0364'OF THE NEAR RAIL, 1.8 M (5.9 FT) SOUTHEAST OF A UTILITY POLE STUB,
 BC0364'0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS, AND 0.4 M (1.3 FT)
 BC0364'NORTHEAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH
 BC0364'STOVE PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BC0364
 BC0364                          STATION RECOVERY (2004)
 BC0364
 BC0364'RECOVERY NOTE BY US POWER SQUADRON 2004 (KBJ)
 BC0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0436 ***********************************************************************
 BD0436  DESIGNATION -  B 333
 BD0436  PID         -  BD0436
 BD0436  STATE/COUNTY-  FL/MADISON
 BD0436  USGS QUAD   -  SHADY GROVE (1993)
 BD0436
 BD0436                         *CURRENT SURVEY CONTROL
 BD0436  ___________________________________________________________________
 BD0436* NAD 83(1986)-  30 21 51.     (N)    083 39 25.     (W)     SCALED    
 BD0436* NAVD 88     -        26.871  (meters)      88.16   (feet)  ADJUSTED  
 BD0436  ___________________________________________________________________
 BD0436  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BD0436  DYNAMIC HT  -          26.837 (meters)      88.05  (feet)  COMP
 BD0436  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 BD0436
 BD0436  VERT ORDER  -  FIRST     CLASS I
 BD0436
 BD0436.The horizontal coordinates were scaled from a topographic map and have
 BD0436.an estimated accuracy of +/- 6 seconds.
 BD0436
 BD0436.The orthometric height was determined by differential leveling
 BD0436.and adjusted by the National Geodetic Survey in June 1991..
 BD0436
 BD0436.The geoid height was determined by GEOID03.
 BD0436
 BD0436.The dynamic height is computed by dividing the NAVD 88
 BD0436.geopotential number by the normal gravity value computed on the
 BD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0436.degrees latitude (g = 980.6199 gals.).
 BD0436
 BD0436.The modeled gravity was interpolated from observed gravity values.
 BD0436
 BD0436;                    North         East    Units  Estimated Accuracy
 BD0436;SPC FL N     -   151,520.      681,040.      MT  (+/- 180 meters Scaled)
 BD0436
 BD0436                          SUPERSEDED SURVEY CONTROL
 BD0436
 BD0436.No superseded survey control is available for this station.
 BD0436
 BD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP446621(NAD 83)
 BD0436_MARKER: DB = BENCH MARK DISK
 BD0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD0436_SP_SET: CULVERT
 BD0436_STAMPING: B 333 1975
 BD0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0436
 BD0436  HISTORY     - Date     Condition        Report By
 BD0436  HISTORY     - 1975     MONUMENTED       NGS
 BD0436
 BD0436                          STATION DESCRIPTION
 BD0436
 BD0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD0436'7.6 MI S FROM GREENVILLE.
 BD0436'7.65 MILES SOUTH ALONG U.S. HIGHWAY 221 FROM THE CROSSING OF
 BD0436'THE SEABOARD COAST LINE RAILROAD AT GREENVILLE, IN TOP OF THE
 BD0436'SOUTH END OF EAST HEADWALL OF A CONCRETE BOX CULVERT, 7.4 FEET
 BD0436'NORTH OF SOUTH END, 43.0 FEET WEST OF CENTER LINE OF THE HIGHWAY,
 BD0436'83.0 FEET WEST AND ACROSS HIGHWAY FROM POWER POLE, AND IS FLUSH
 BD0436'WITH HIGHWAY.  SECTION 30, T1S, R7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0014 ***********************************************************************
 BD0014  DESIGNATION -  B 334
 BD0014  PID         -  BD0014
 BD0014  STATE/COUNTY-  FL/MADISON
 BD0014  USGS QUAD   -  BADEN (1974)
 BD0014
 BD0014                         *CURRENT SURVEY CONTROL
 BD0014  ___________________________________________________________________
 BD0014* NAD 83(1986)-  30 38 19.     (N)    083 35 02.     (W)     SCALED    
 BD0014* NAVD 88     -        30.083  (meters)      98.70   (feet)  ADJUSTED  
 BD0014  ___________________________________________________________________
 BD0014  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD0014  DYNAMIC HT  -          30.044 (meters)      98.57  (feet)  COMP
 BD0014  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BD0014
 BD0014  VERT ORDER  -  FIRST     CLASS I
 BD0014
 BD0014.The horizontal coordinates were scaled from a topographic map and have
 BD0014.an estimated accuracy of +/- 6 seconds.
 BD0014
 BD0014.The orthometric height was determined by differential leveling
 BD0014.and adjusted by the National Geodetic Survey in June 1991..
 BD0014
 BD0014.The geoid height was determined by GEOID03.
 BD0014
 BD0014.The dynamic height is computed by dividing the NAVD 88
 BD0014.geopotential number by the normal gravity value computed on the
 BD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0014.degrees latitude (g = 980.6199 gals.).
 BD0014
 BD0014.The modeled gravity was interpolated from observed gravity values.
 BD0014
 BD0014;                    North         East    Units  Estimated Accuracy
 BD0014;SPC FL N     -   181,990.      687,820.      MT  (+/- 180 meters Scaled)
 BD0014
 BD0014                          SUPERSEDED SURVEY CONTROL
 BD0014
 BD0014.No superseded survey control is available for this station.
 BD0014
 BD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP523923(NAD 83)
 BD0014_MARKER: DB = BENCH MARK DISK
 BD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0014_STAMPING: B 334 1975
 BD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0014+STABILITY: SURFACE MOTION
 BD0014
 BD0014  HISTORY     - Date     Condition        Report By
 BD0014  HISTORY     - 1975     MONUMENTED       NGS
 BD0014
 BD0014                          STATION DESCRIPTION
 BD0014
 BD0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD0014'1 MI NW FROM LOVETT.
 BD0014'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY S-146 FROM THE
 BD0014'JUNCTION WHERE THE SOUTHERN RAILWAY CROSSES STATE HIGHWAY S-146
 BD0014'AT LOVETT, 52.7 FT. SOUTHEAST OF CENTERLINE OF STATE HIGHWAY S-146,
 BD0014'92.0 FT. SOUTH OF JUNCTION OF DIRT ROAD LEADING NORTH AND SOUTH
 BD0014'AND STATE HIGHWAY S-146, 1.4 FT. NORTHWEST OF FENCE, 14.6 FT.
 BD0014'SOUTHWEST OF CENTER OF A FENCE GATE, 0.8 FT. SOUTHEAST OF
 BD0014'GEORGIA STATE LINE, 2.7 FT. SOUTHWEST OF A WOODEN WITNESS POST,
 BD0014'ABOUT LEVEL WITH STATE HIGHWAY S-146 AND ON THE TOP OF A 4 FT.
 BD0014'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 BD0014'THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 BD0014'PROJECTING 0.2 FT ABOVE THE GROUND.  SECTION 25, T 3N, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0379 ***********************************************************************
 AS0379  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0379  DESIGNATION -  B 339
 AS0379  PID         -  AS0379
 AS0379  STATE/COUNTY-  FL/GULF
 AS0379  USGS QUAD   -  CAPE SAN BLAS (1992)
 AS0379
 AS0379                         *CURRENT SURVEY CONTROL
 AS0379  ___________________________________________________________________
 AS0379* NAD 83(1986)-  29 40 22.     (N)    085 21 08.     (W)     SCALED    
 AS0379* NAVD 88     -         1.953  (meters)       6.41   (feet)  ADJUSTED  
 AS0379  ___________________________________________________________________
 AS0379  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0379  DYNAMIC HT  -           1.950 (meters)       6.40  (feet)  COMP
 AS0379  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 AS0379
 AS0379  VERT ORDER  -  SECOND    CLASS I
 AS0379
 AS0379.The horizontal coordinates were scaled from a topographic map and have
 AS0379.an estimated accuracy of +/- 6 seconds.
 AS0379
 AS0379.The orthometric height was determined by differential leveling
 AS0379.and adjusted by the National Geodetic Survey in June 1991..
 AS0379
 AS0379.This Tidal Bench Mark is designated as VM 16524
 AS0379.by the Center for Operational Oceanographic Products and Services.
 AS0379
 AS0379.The geoid height was determined by GEOID03.
 AS0379
 AS0379.The dynamic height is computed by dividing the NAVD 88
 AS0379.geopotential number by the normal gravity value computed on the
 AS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0379.degrees latitude (g = 980.6199 gals.).
 AS0379
 AS0379.The modeled gravity was interpolated from observed gravity values.
 AS0379
 AS0379;                    North         East    Units  Estimated Accuracy
 AS0379;SPC FL N     -    74,880.      517,510.      MT  (+/- 180 meters Scaled)
 AS0379
 AS0379                          SUPERSEDED SURVEY CONTROL
 AS0379
 AS0379.No superseded survey control is available for this station.
 AS0379
 AS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT594836(NAD 83)
 AS0379_MARKER: DB = BENCH MARK DISK
 AS0379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0379_SP_SET: COPPER-CLAD STEEL ROD
 AS0379_STAMPING: B 339 1977
 AS0379_MARK LOGO: NGS   
 AS0379_MAGNETIC: I = MARKER IS A STEEL ROD
 AS0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0379+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1989
 AS0379
 AS0379  HISTORY     - Date     Condition        Report By
 AS0379  HISTORY     - 1977     MONUMENTED       NGS
 AS0379  HISTORY     - 1989     GOOD             USPSQD
 AS0379  HISTORY     - 19890906 GOOD             FLDNR
 AS0379  HISTORY     - 1990     GOOD             USPSQD
 AS0379
 AS0379                          STATION DESCRIPTION
 AS0379
 AS0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0379'12.1 MI SW FROM PORT ST JOE.
 AS0379'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0379'JOE, THENCE 6.9 MILES SOUTH ALONG COUNTY ROAD C 30, THENCE 2.8 MILES
 AS0379'WEST ALONG A PAVED ROAD THAT TURNS INTO COUNTY ROAD C 30 E, 59 FEET
 AS0379'SOUTH OF THE CENTER LINE OF THE ROAD, 37 FEET NORTHWEST OF THE CENTER
 AS0379'LINE OF A BLACKTOP ROAD LEADING SOUTHWEST TO THE COAST GUARD STATION
 AS0379'AT CAPE SAN BLAS, 9 FEET NORTHWEST OF A JUNCTION POWER LINE POLE.
 AS0379'DRIVEN TO REFUSAL AT 69 FEET.
 AS0379
 AS0379                          STATION RECOVERY (1989)
 AS0379
 AS0379'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0379'RECOVERED IN GOOD CONDITION.
 AS0379
 AS0379                          STATION RECOVERY (1989)
 AS0379
 AS0379'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AS0379'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK SHOULD BE
 AS0379'ADDED TO TIDE STATION 872-8942.
 AS0379
 AS0379                          STATION RECOVERY (1990)
 AS0379
 AS0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0719 ***********************************************************************
 AK0719  DESIGNATION -  B 34
 AK0719  PID         -  AK0719
 AK0719  STATE/COUNTY-  FL/BREVARD
 AK0719  USGS QUAD   -  MIMS (1989)
 AK0719
 AK0719                         *CURRENT SURVEY CONTROL
 AK0719  ___________________________________________________________________
 AK0719* NAD 83(1986)-  28 44 11.     (N)    080 45 18.     (W)     SCALED    
 AK0719* NAVD 88     -         3.092  (meters)      10.14   (feet)  ADJUSTED  
 AK0719  ___________________________________________________________________
 AK0719  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AK0719  DYNAMIC HT  -           3.088 (meters)      10.13  (feet)  COMP
 AK0719  MODELED GRAV-     979,247.4   (mgal)                       NAVD 88
 AK0719  OBS GRAVITY -     979,202.3   (mgal)                       GRAV_OBS
 AK0719
 AK0719  VERT ORDER  -  FIRST     CLASS II
 AK0719
 AK0719.The horizontal coordinates were scaled from a topographic map and have
 AK0719.an estimated accuracy of +/- 6 seconds.
 AK0719
 AK0719.The orthometric height was determined by differential leveling
 AK0719.and adjusted by the National Geodetic Survey in June 1991..
 AK0719
 AK0719.The geoid height was determined by GEOID03.
 AK0719
 AK0719.The dynamic height is computed by dividing the NAVD 88
 AK0719.geopotential number by the normal gravity value computed on the
 AK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0719.degrees latitude (g = 980.6199 gals.).
 AK0719
 AK0719.The modeled gravity was interpolated from observed gravity values.
 AK0719.The observed gravity was obtained from relative gravimeter ties
 AK0719.to the IGSN71 gravity network.
 AK0719
 AK0719;                    North         East    Units  Estimated Accuracy
 AK0719;SPC FL E     -   487,840.      223,930.      MT  (+/- 180 meters Scaled)
 AK0719
 AK0719                          SUPERSEDED SURVEY CONTROL
 AK0719
 AK0719  NGVD 29 (09/01/92)    3.472  (m)           11.39   (f) ADJUSTED    1 2
 AK0719
 AK0719.Superseded values are not recommended for survey control.
 AK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0719.See file dsdata.txt to determine how the superseded data were derived.
 AK0719
 AK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM239788(NAD 83)
 AK0719_MARKER: DD = SURVEY DISK
 AK0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0719_SP_SET: CONCRETE POST
 AK0719_STAMPING: B 34
 AK0719_MARK LOGO: NOS   
 AK0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0719+STABILITY: SURFACE MOTION
 AK0719
 AK0719  HISTORY     - Date     Condition        Report By
 AK0719  HISTORY     - UNK      MONUMENTED       NOS
 AK0719  HISTORY     - 1963     GOOD             NGS
 AK0719  HISTORY     - 1986     GOOD             FLDNR
 AK0719  HISTORY     - 1987     GOOD             USPSQD
 AK0719  HISTORY     - 1989     GOOD             USPSQD
 AK0719
 AK0719                          STATION DESCRIPTION
 AK0719
 AK0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AK0719'5 MI SE FROM SHILOH.
 AK0719'ABOUT 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AK0719'BREVARD-VOLUSIA COUNTY LINE AT SHILOH, 31 1/2 FEET SOUTHWEST OF
 AK0719'THE CENTER LINE OF THE HIGHWAY, 43.5 FEET WEST OF THE CENTER OF
 AK0719'THE NORTHWEST END OF THE BRIDGE OVER THE HAULOVER CANAL, 25 FEET
 AK0719'SOUTH OF TIDAL 3 1941, 4.6 FEET NORTHWEST OF THE SOUTHEAST END OF
 AK0719'A PICKET FENCE ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT
 AK0719'8 INCHES UNDERGROUND AND SET IN THE TOP OF A CONCRETE POST 4
 AK0719'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 AK0719'BY GOING 8 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION
 AK0719'OF U.S. HIGHWAY 1 THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY A 1 A
 AK0719'TO THE HAULOVER CANAL AND BENCH MARK.
 AK0719
 AK0719                          STATION RECOVERY (1986)
 AK0719
 AK0719'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0719'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT STATE HIGHWAY A1A
 AK0719'IS NOW CALLED KENNEDY PARKWAY, THE PICKET FENCE IS GONE, AND A NEW
 AK0719'ROAD AND BRIDGE HAS BEEN BUILT JUST NORTHEAST OF THE OLD HIGHWAY.
 AK0719'THE OLD BRIDGE WAS REMOVED.  THE MARK IS ENCASED IN A 4 INCH TERRA
 AK0719'COTTA PIPE WHICH IS FLUSH WITH THE GROUND.  THE MARK BEARS 1.0 FOOT
 AK0719'EAST OF A WITNESS POST.  THE MARK CAN ALSO BE REACHED BY BEGINNING IN
 AK0719'OAK HILL AT THE POST OFFICE, GO 0.1 MILE WEST ALONG WEST HALIFAX
 AK0719'AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK0719'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK0719'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK0719'CANAL AND THE MARK.  THE TOWNS OF ALLENHURST AND SHILOH NO LONGER
 AK0719'EXIST.
 AK0719
 AK0719                          STATION RECOVERY (1987)
 AK0719
 AK0719'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AK0719'RECOVERED IN GOOD CONDITION.
 AK0719
 AK0719                          STATION RECOVERY (1989)
 AK0719
 AK0719'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0427 ***********************************************************************
 AS0427  DESIGNATION -  B 340
 AS0427  PID         -  AS0427
 AS0427  STATE/COUNTY-  FL/FRANKLIN
 AS0427  USGS QUAD   -  APALACHICOLA (1982)
 AS0427
 AS0427                         *CURRENT SURVEY CONTROL
 AS0427  ___________________________________________________________________
 AS0427* NAD 83(1986)-  29 39 21.     (N)    084 52 39.     (W)     SCALED    
 AS0427* NAVD 88     -         4.647  (meters)      15.25   (feet)  ADJUSTED  
 AS0427  ___________________________________________________________________
 AS0427  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AS0427  DYNAMIC HT  -           4.641 (meters)      15.23  (feet)  COMP
 AS0427  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 AS0427
 AS0427  VERT ORDER  -  SECOND    CLASS I
 AS0427
 AS0427.The horizontal coordinates were scaled from a topographic map and have
 AS0427.an estimated accuracy of +/- 6 seconds.
 AS0427
 AS0427.The orthometric height was determined by differential leveling
 AS0427.and adjusted by the National Geodetic Survey in June 1991..
 AS0427
 AS0427.The geoid height was determined by GEOID03.
 AS0427
 AS0427.The dynamic height is computed by dividing the NAVD 88
 AS0427.geopotential number by the normal gravity value computed on the
 AS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0427.degrees latitude (g = 980.6199 gals.).
 AS0427
 AS0427.The modeled gravity was interpolated from observed gravity values.
 AS0427
 AS0427;                    North         East    Units  Estimated Accuracy
 AS0427;SPC FL N     -    72,760.      563,450.      MT  (+/- 180 meters Scaled)
 AS0427
 AS0427                          SUPERSEDED SURVEY CONTROL
 AS0427
 AS0427.No superseded survey control is available for this station.
 AS0427
 AS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT054825(NAD 83)
 AS0427_MARKER: DB = BENCH MARK DISK
 AS0427_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 AS0427_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 AS0427_STAMPING: B 340 1977
 AS0427_MARK LOGO: NGS   
 AS0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0427
 AS0427  HISTORY     - Date     Condition        Report By
 AS0427  HISTORY     - 1977     MONUMENTED       NGS
 AS0427  HISTORY     - 1986     GOOD             FLDNR
 AS0427  HISTORY     - 19971215 GOOD             USPSQD
 AS0427
 AS0427                          STATION DESCRIPTION
 AS0427
 AS0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0427'1.0 MI WEST FROM ST GEORGE ISLAND.
 AS0427'1.0 MILE WEST ALONG A PAVED ROAD FROM THE SOUTH END OF FRANKLIN
 AS0427'BOULEVARD ON ST. GEORGE ISLAND, AT THE END OF THE PAVEMENT, 147
 AS0427'FEET WEST OF THE CENTER OF THE JUNCTION OF A PAVED ROAD LEADING
 AS0427'NORTH, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET NORTH
 AS0427'OF A POWER LINE POLE WITH A GUY WIRE, AND 7 FEET SOUTH OF THE
 AS0427'GUY WIRE.
 AS0427
 AS0427                          STATION RECOVERY (1986)
 AS0427
 AS0427'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0427'RECOVERED IN GOOD CONDITION EXCEPT THE PIPE IS 2 INCHES BELOW THE
 AS0427'GROUND.
 AS0427
 AS0427                          STATION RECOVERY (1997)
 AS0427
 AS0427'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0451 ***********************************************************************
 AS0451  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0451  DESIGNATION -  B 341
 AS0451  PID         -  AS0451
 AS0451  STATE/COUNTY-  FL/FRANKLIN
 AS0451  USGS QUAD   -  CARRABELLE (1992)
 AS0451
 AS0451                         *CURRENT SURVEY CONTROL
 AS0451  ___________________________________________________________________
 AS0451* NAD 83(1986)-  29 45 26.     (N)    084 42 03.     (W)     SCALED    
 AS0451* NAVD 88     -         0.880  (meters)       2.89   (feet)  ADJUSTED  
 AS0451  ___________________________________________________________________
 AS0451  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AS0451  DYNAMIC HT  -           0.879 (meters)       2.88  (feet)  COMP
 AS0451  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 AS0451
 AS0451  VERT ORDER  -  SECOND    CLASS I
 AS0451
 AS0451.The horizontal coordinates were scaled from a topographic map and have
 AS0451.an estimated accuracy of +/- 6 seconds.
 AS0451
 AS0451.The orthometric height was determined by differential leveling
 AS0451.and adjusted by the National Geodetic Survey in June 1991..
 AS0451
 AS0451.This Tidal Bench Mark is designated as VM 9833
 AS0451.by the Center for Operational Oceanographic Products and Services.
 AS0451
 AS0451.The geoid height was determined by GEOID03.
 AS0451
 AS0451.The dynamic height is computed by dividing the NAVD 88
 AS0451.geopotential number by the normal gravity value computed on the
 AS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0451.degrees latitude (g = 980.6199 gals.).
 AS0451
 AS0451.The modeled gravity was interpolated from observed gravity values.
 AS0451
 AS0451;                    North         East    Units  Estimated Accuracy
 AS0451;SPC FL N     -    83,950.      580,580.      MT  (+/- 180 meters Scaled)
 AS0451
 AS0451                          SUPERSEDED SURVEY CONTROL
 AS0451
 AS0451.No superseded survey control is available for this station.
 AS0451
 AS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT223940(NAD 83)
 AS0451_MARKER: DB = BENCH MARK DISK
 AS0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0451_SP_SET: COPPER-CLAD STEEL ROD
 AS0451_STAMPING: B 341 1977
 AS0451_MARK LOGO: NGS   
 AS0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0451
 AS0451  HISTORY     - Date     Condition        Report By
 AS0451  HISTORY     - 1977     MONUMENTED       NGS
 AS0451  HISTORY     - 1984     MARK NOT FOUND   FLDNR
 AS0451
 AS0451                          STATION DESCRIPTION
 AS0451
 AS0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0451'12.9 MI NE FROM ST GEORGE ISLAND.
 AS0451'11.6 MILES NORTHEAST  ALONG COUNTY ROAD 300 FROM THE JUNCTION OF
 AS0451'FRANKLIN BOULEVARD ON ST. GEORGE ISLAND, THENCE 0.3 MILE EAST ALONG
 AS0451'A SAND TRAIL, THENCE 1.0 MILE NORTHEAST ALONG THE GULFSIDE BEACH,
 AS0451'ABOUT 300 FEET WEST OF THE WATER LINE AT HIGH TIDE, AND LOCATED
 AS0451'WHERE THE VEGETATION STARTS.
 AS0451
 AS0451                          STATION RECOVERY (1984)
 AS0451
 AS0451'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AS0451'THE MARK COULD NOT BE FOUND.  THE AREA HAS CHANGED CONSIDERABLY SINCE
 AS0451'HURRICANE KATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0665 ***********************************************************************
 AA0665  DESIGNATION -  B 342
 AA0665  PID         -  AA0665
 AA0665  STATE/COUNTY-  FL/MONROE
 AA0665  USGS QUAD   -  SUMMERLAND KEY (1972)
 AA0665
 AA0665                         *CURRENT SURVEY CONTROL
 AA0665  ___________________________________________________________________
 AA0665* NAD 83(1986)-  24 39 45.     (N)    081 24 29.     (W)     SCALED    
 AA0665* NAVD 88     -         0.772  (meters)       2.53   (feet)  ADJUSTED  
 AA0665  ___________________________________________________________________
 AA0665  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AA0665  DYNAMIC HT  -           0.771 (meters)       2.53  (feet)  COMP
 AA0665  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 AA0665
 AA0665  VERT ORDER  -  FIRST     CLASS II
 AA0665
 AA0665.The horizontal coordinates were scaled from a topographic map and have
 AA0665.an estimated accuracy of +/- 6 seconds.
 AA0665
 AA0665.The orthometric height was determined by differential leveling
 AA0665.and adjusted by the National Geodetic Survey in May 1994..
 AA0665.WARNING-Repeat measurements at this control monument indicate possible
 AA0665.vertical movement.
 AA0665
 AA0665.The geoid height was determined by GEOID03.
 AA0665
 AA0665.The dynamic height is computed by dividing the NAVD 88
 AA0665.geopotential number by the normal gravity value computed on the
 AA0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0665.degrees latitude (g = 980.6199 gals.).
 AA0665
 AA0665.The modeled gravity was interpolated from observed gravity values.
 AA0665
 AA0665;                    North         East    Units  Estimated Accuracy
 AA0665;SPC FL E     -    36,520.      158,700.      MT  (+/- 180 meters Scaled)
 AA0665
 AA0665                          SUPERSEDED SURVEY CONTROL
 AA0665
 AA0665  NAVD 88 (06/15/91)    0.768  (m)            2.52   (f) UNKNOWN     1 2
 AA0665  NGVD 29 (09/01/92)    1.188  (m)            3.90   (f) ADJUSTED    1 2
 AA0665
 AA0665.Superseded values are not recommended for survey control.
 AA0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0665.See file dsdata.txt to determine how the superseded data were derived.
 AA0665
 AA0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH587276(NAD 83)
 AA0665_MARKER: DB = BENCH MARK DISK
 AA0665_SETTING: 66 = SET IN ROCK OUTCROP
 AA0665_SP_SET: ROCK OUTCROP
 AA0665_STAMPING: B 342 1978
 AA0665_MARK LOGO: NGS   
 AA0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0665+STABILITY: POSITION/ELEVATION WELL
 AA0665
 AA0665  HISTORY     - Date     Condition        Report By
 AA0665  HISTORY     - 1978     MONUMENTED       NGS
 AA0665  HISTORY     - 1987     GOOD             USPSQD
 AA0665  HISTORY     - 19900926 GOOD             FLDNR
 AA0665
 AA0665                          STATION DESCRIPTION
 AA0665
 AA0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AA0665'22.45 MI SW FROM MARATHON.
 AA0665'22.45 MILES SOUTHWEST ALONG US HIGHWAY 1 FROM THE POST OFFICE AT
 AA0665'MARATHON, SET IN TOP OF A 6 X 5 FOOT OUTCROP OF BEDROCK, 1 FOOT EAST
 AA0665'OF THE WEST EDGE, 51 FEET NORTH OF CENTERLINE OF HIGHWAY, 128 FEET
 AA0665'EAST OF A PRIVATE DRIVEWAY LEADING NORTH, 25 FEET NORTHEAST OF A
 AA0665'POWERLINE POLE
 AA0665'THE MARK IS 3 FT  W FROM  WITNESS POST
 AA0665'THE MARK IS 1 FT BELOW HIGHWAY.
 AA0665
 AA0665                          STATION RECOVERY (1987)
 AA0665
 AA0665'RECOVERY NOTE BY US POWER SQUADRON 1987 (HGB)
 AA0665'RECOVERED IN GOOD CONDITION.
 AA0665
 AA0665                          STATION RECOVERY (1990)
 AA0665
 AA0665'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0665'RECOVERED IN GOOD CONDITION EXCEPT POWERLINE POLE IS NO LONGER THERE,
 AA0665'AND THE MARK IS 8.0 FT (2.4 M) WEST OF AN ASPHALT DRIVE LEADING
 AA0665'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3226 ***********************************************************************
 AC3226  DESIGNATION -  B 343
 AC3226  PID         -  AC3226
 AC3226  STATE/COUNTY-  FL/MIAMI-DADE
 AC3226  USGS QUAD   -  GOULDS (1994)
 AC3226
 AC3226                         *CURRENT SURVEY CONTROL
 AC3226  ___________________________________________________________________
 AC3226* NAD 83(1986)-  25 36 44.     (N)    080 22 45.     (W)     SCALED    
 AC3226* NAVD 88     -         2.848  (meters)       9.34   (feet)  ADJUSTED  
 AC3226  ___________________________________________________________________
 AC3226  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AC3226  DYNAMIC HT  -           2.844 (meters)       9.33  (feet)  COMP
 AC3226  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 AC3226
 AC3226  VERT ORDER  -  FIRST     CLASS I
 AC3226
 AC3226.The horizontal coordinates were scaled from a topographic map and have
 AC3226.an estimated accuracy of +/- 6 seconds.
 AC3226
 AC3226.The orthometric height was determined by differential leveling
 AC3226.and adjusted by the National Geodetic Survey in May 1994..
 AC3226.WARNING-Repeat measurements at this control monument indicate possible
 AC3226.vertical movement.
 AC3226
 AC3226.The geoid height was determined by GEOID03.
 AC3226
 AC3226.The dynamic height is computed by dividing the NAVD 88
 AC3226.geopotential number by the normal gravity value computed on the
 AC3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3226.degrees latitude (g = 980.6199 gals.).
 AC3226
 AC3226.The modeled gravity was interpolated from observed gravity values.
 AC3226
 AC3226;                    North         East    Units  Estimated Accuracy
 AC3226;SPC FL E     -   141,800.      262,360.      MT  (+/- 180 meters Scaled)
 AC3226
 AC3226                          SUPERSEDED SURVEY CONTROL
 AC3226
 AC3226  NAVD 88 (06/15/91)    2.859  (m)            9.38   (f) UNKNOWN     1 1
 AC3226  NGVD 29 (09/01/92)    3.326  (m)           10.91   (f) ADJUSTED    1 1
 AC3226
 AC3226.Superseded values are not recommended for survey control.
 AC3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3226.See file dsdata.txt to determine how the superseded data were derived.
 AC3226
 AC3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ623328(NAD 83)
 AC3226_MARKER: DV = VERTICAL CONTROL DISK
 AC3226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3226_SP_SET: HEADWALL
 AC3226_STAMPING: B 343 1979
 AC3226_MARK LOGO: NGS   
 AC3226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3226+STABILITY: SURFACE MOTION
 AC3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3226+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1993
 AC3226
 AC3226  HISTORY     - Date     Condition        Report By
 AC3226  HISTORY     - 1979     MONUMENTED       NGS
 AC3226  HISTORY     - 19930521 GOOD             NGS
 AC3226
 AC3226                          STATION DESCRIPTION
 AC3226
 AC3226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AC3226'3.7 MI WEST FROM PERRINE.
 AC3226'2.6 MILES WEST ALONG CORAL REEF DRIVE FROM THE JUNCTION OF U. S.
 AC3226'HIGHWAY 1 IN PERRINE, THEN 1.1 MILE SOUTH ALONG A DIRT ROAD THAT
 AC3226'PARALLELS THE DADE COUNTY WATER DISTRICT CANAL, AT THE JUNCTION  OF
 AC3226'THE CANAL AND RICHMOND DRIVE, SET IN THE TOP OF AND 8 FEET EAST OF
 AC3226'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF THE CANAL, ABOUT
 AC3226'0.05 MILE WEST OF THE FLORIDA TURNPIKE, 31 FEET SOUTH OF THE DRIVE
 AC3226'AND 18 FEET WEST OF THE CENTERLINE OF THE CANAL.
 AC3226'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 AC3226
 AC3226                          STATION RECOVERY (1993)
 AC3226
 AC3226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC3226'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992)
 AC3226'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6
 AC3226'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM
 AC3226'(0.10 MI) EASTERLY ALONG RICHMOND DRIVE (SOUTHWEST 168TH STREET), IN
 AC3226'TOP OF AND 2.4 M (7.9 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 AC3226'HEADWALL OF A CULVERT SPANNING CANAL NUMBER C1 N, 9.2 M (30.2 FT)
 AC3226'SOUTH OF THE CENTERLINE OF THE DRIVE, AND 0.3 M (1.0 FT) BELOW THE
 AC3226'LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7192 ***********************************************************************
 AG7192  DESIGNATION -  B 349
 AG7192  PID         -  AG7192
 AG7192  STATE/COUNTY-  FL/PINELLAS
 AG7192  USGS QUAD   -  CLEARWATER (1987)
 AG7192
 AG7192                         *CURRENT SURVEY CONTROL
 AG7192  ___________________________________________________________________
 AG7192* NAD 83(1986)-  27 57 43.     (N)    082 47 59.     (W)     SCALED    
 AG7192* NAVD 88     -         8.040  (meters)      26.38   (feet)  ADJUSTED  
 AG7192  ___________________________________________________________________
 AG7192  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG7192  DYNAMIC HT  -           8.028 (meters)      26.34  (feet)  COMP
 AG7192  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AG7192
 AG7192  VERT ORDER  -  FIRST     CLASS II
 AG7192
 AG7192.The horizontal coordinates were scaled from a topographic map and have
 AG7192.an estimated accuracy of +/- 6 seconds.
 AG7192
 AG7192.The orthometric height was determined by differential leveling
 AG7192.and adjusted by the National Geodetic Survey in June 1991..
 AG7192
 AG7192.The geoid height was determined by GEOID03.
 AG7192
 AG7192.The dynamic height is computed by dividing the NAVD 88
 AG7192.geopotential number by the normal gravity value computed on the
 AG7192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7192.degrees latitude (g = 980.6199 gals.).
 AG7192
 AG7192.The modeled gravity was interpolated from observed gravity values.
 AG7192
 AG7192;                    North         East    Units  Estimated Accuracy
 AG7192;SPC FL W     -   402,250.      121,310.      MT  (+/- 180 meters Scaled)
 AG7192
 AG7192                          SUPERSEDED SURVEY CONTROL
 AG7192
 AG7192  NGVD 29 (??/??/92)    8.302  (m)           27.24   (f) ADJ UNCH    1 2
 AG7192
 AG7192.Superseded values are not recommended for survey control.
 AG7192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7192.See file dsdata.txt to determine how the superseded data were derived.
 AG7192
 AG7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229942(NAD 83)
 AG7192_MARKER: DB = BENCH MARK DISK
 AG7192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7192_SP_SET: STAINLESS STEEL ROD
 AG7192_STAMPING: B 349 1978
 AG7192_PROJECTION: RECESSED 10 CENTIMETERS
 AG7192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7192_ROD/PIPE-DEPTH: 4.57 meters
 AG7192
 AG7192  HISTORY     - Date     Condition        Report By
 AG7192  HISTORY     - 1978     MONUMENTED       NGS
 AG7192  HISTORY     - 19870827 MARK NOT FOUND   USPSQD
 AG7192  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7192
 AG7192                          STATION DESCRIPTION
 AG7192
 AG7192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7192'IN CLEARWATER.
 AG7192'AT THE INTERSECTION OF FT. HARRISON AVENUE AND COURT STREET, SET IN
 AG7192'THE SOUTHEAST CORNER OF COURT STREET, AT THE NORTHEAST CORNER OF A
 AG7192'ROCK WATER FALL, DIRECTLY ACROSS FROM THE PINELLAS COUNTY COURT
 AG7192'HOUSE, 34.2 FEET EAST OF THE EAST CURB OF FT. HARRISON AVENUE, 9 FEET
 AG7192'SOUTH OF THE SOUTH CURB OF COURT STREET, 1 FOOT NORTHEAST OF NORTHEAST
 AG7192'CONCRETE RETAINING WALL OF THE CONCRETE POOL FOR THE WATER FALL.
 AG7192
 AG7192                          STATION RECOVERY (1987)
 AG7192
 AG7192'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG7192'MARK NOT FOUND.
 AG7192
 AG7192                          STATION RECOVERY (1996)
 AG7192
 AG7192'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG7180 ***********************************************************************
 AG7180  DESIGNATION -  B 350
 AG7180  PID         -  AG7180
 AG7180  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7180  USGS QUAD   -  TAMPA (1995)
 AG7180
 AG7180                         *CURRENT SURVEY CONTROL
 AG7180  ___________________________________________________________________
 AG7180* NAD 83(1986)-  27 57 32.     (N)    082 25 42.     (W)     SCALED    
 AG7180* NAVD 88     -         2.159  (meters)       7.08   (feet)  ADJUSTED  
 AG7180  ___________________________________________________________________
 AG7180  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AG7180  DYNAMIC HT  -           2.156 (meters)       7.07  (feet)  COMP
 AG7180  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AG7180  OBS GRAVITY -     979,191.4   (mgal)                       GRAV_OBS
 AG7180
 AG7180  VERT ORDER  -  FIRST     CLASS II
 AG7180
 AG7180.The horizontal coordinates were scaled from a topographic map and have
 AG7180.an estimated accuracy of +/- 6 seconds.
 AG7180
 AG7180.The orthometric height was determined by differential leveling
 AG7180.and adjusted by the National Geodetic Survey in June 1991..
 AG7180
 AG7180.The geoid height was determined by GEOID03.
 AG7180
 AG7180.The dynamic height is computed by dividing the NAVD 88
 AG7180.geopotential number by the normal gravity value computed on the
 AG7180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7180.degrees latitude (g = 980.6199 gals.).
 AG7180
 AG7180.The modeled gravity was interpolated from observed gravity values.
 AG7180.The observed gravity was obtained from relative gravimeter ties
 AG7180.to the IGSN71 gravity network.
 AG7180
 AG7180;                    North         East    Units  Estimated Accuracy
 AG7180;SPC FL W     -   401,730.      157,860.      MT  (+/- 180 meters Scaled)
 AG7180
 AG7180                          SUPERSEDED SURVEY CONTROL
 AG7180
 AG7180  NGVD 29 (09/01/92)    2.420  (m)            7.94   (f) ADJUSTED    1 2
 AG7180
 AG7180.Superseded values are not recommended for survey control.
 AG7180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7180.See file dsdata.txt to determine how the superseded data were derived.
 AG7180
 AG7180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595934(NAD 83)
 AG7180_MARKER: I = METAL ROD
 AG7180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AG7180_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AG7180_STAMPING: B 350 1978
 AG7180_PROJECTION: FLUSH
 AG7180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG7180+STABILITY: POSITION/ELEVATION WELL
 AG7180_ROD/PIPE-DEPTH: 14.0 meters
 AG7180_SLEEVE-DEPTH  : 13.7 meters
 AG7180
 AG7180  HISTORY     - Date     Condition        Report By
 AG7180  HISTORY     - 1978     MONUMENTED       NGS
 AG7180  HISTORY     - 19990306 GOOD             USPSQD
 AG7180
 AG7180                          STATION DESCRIPTION
 AG7180
 AG7180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7180'IN TAMPA.
 AG7180'SET IN THE SOUTH LAWN OF THE FLORIDA STEEL CORPORATION OFFICE BUILDING
 AG7180'ON FIFTH AVENUE BETWEEN TWENTY-SEVENTH STREET AND SEABOARD COAST LINE
 AG7180'RAILROAD TRACKS, AT THE SOUTHEAST CORNER OF LAWN, 66.5 FEET SOUTH OF
 AG7180'POWER POLE NUMBER 26175-41796 WITH THREE TRANSFORMERS, 31.7 FEET EAST
 AG7180'OF A FLAGPOLE, 30.5 FEET NORTH OF CENTER OF AVENUE, 29 FEET SOUTHEAST
 AG7180'OF SOUTHEAST CORNER OF BUILDING, 14 FEET WEST OF THE CENTER OF
 AG7180'DRIVEWAY, 1 FOOT NORTH OF GUARDRAIL. THIS MARK HAS BEEN DESIGNATED AS
 AG7180'A JUNCTION MARK FOR THE NATIONAL NET.
 AG7180'THE MARK IS ABOVE LEVEL WITH STREET.
 AG7180
 AG7180                          STATION RECOVERY (1999)
 AG7180
 AG7180'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5402 ***********************************************************************
 AK5402  DESIGNATION -  B 351
 AK5402  PID         -  AK5402
 AK5402  STATE/COUNTY-  FL/POLK
 AK5402  USGS QUAD   -  LAKELAND (1987)
 AK5402
 AK5402                         *CURRENT SURVEY CONTROL
 AK5402  ___________________________________________________________________
 AK5402* NAD 83(1986)-  28 02 44.     (N)    081 55 57.     (W)     SCALED    
 AK5402* NAVD 88     -        41.371  (meters)     135.73   (feet)  ADJUSTED  
 AK5402  ___________________________________________________________________
 AK5402  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AK5402  DYNAMIC HT  -          41.310 (meters)     135.53  (feet)  COMP
 AK5402  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 AK5402
 AK5402  VERT ORDER  -  FIRST     CLASS II
 AK5402
 AK5402.The horizontal coordinates were scaled from a topographic map and have
 AK5402.an estimated accuracy of +/- 6 seconds.
 AK5402
 AK5402.The orthometric height was determined by differential leveling
 AK5402.and adjusted by the National Geodetic Survey in June 1991..
 AK5402
 AK5402.The geoid height was determined by GEOID03.
 AK5402
 AK5402.The dynamic height is computed by dividing the NAVD 88
 AK5402.geopotential number by the normal gravity value computed on the
 AK5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5402.degrees latitude (g = 980.6199 gals.).
 AK5402
 AK5402.The modeled gravity was interpolated from observed gravity values.
 AK5402
 AK5402;                    North         East    Units  Estimated Accuracy
 AK5402;SPC FL W     -   411,260.      206,640.      MT  (+/- 180 meters Scaled)
 AK5402
 AK5402                          SUPERSEDED SURVEY CONTROL
 AK5402
 AK5402  NGVD 29 (09/01/92)   41.645  (m)          136.63   (f) ADJUSTED    1 2
 AK5402
 AK5402.Superseded values are not recommended for survey control.
 AK5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5402.See file dsdata.txt to determine how the superseded data were derived.
 AK5402
 AK5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM083025(NAD 83)
 AK5402_MARKER: DB = BENCH MARK DISK
 AK5402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK5402_SP_SET: STAINLESS STEEL ROD
 AK5402_STAMPING: B 351 1978
 AK5402_PROJECTION: RECESSED 10 CENTIMETERS
 AK5402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5402_ROD/PIPE-DEPTH: 4.88 meters
 AK5402
 AK5402  HISTORY     - Date     Condition        Report By
 AK5402  HISTORY     - 1978     MONUMENTED       NGS
 AK5402  HISTORY     - 1983     GOOD             USGS
 AK5402  HISTORY     - 1988     GOOD             USPSQD
 AK5402  HISTORY     - 19910603 GOOD             USPSQD
 AK5402  HISTORY     - 19990302 MARK NOT FOUND   USPSQD
 AK5402  HISTORY     - 20030630 MARK NOT FOUND   FL-105
 AK5402
 AK5402                          STATION DESCRIPTION
 AK5402
 AK5402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5402'IN LAKELAND.
 AK5402'1.0 MILES EAST ALONG MAIN STREET FROM THE JUNCTION OF BARTOW ROAD IN
 AK5402'LAKELAND TO THE MARK ON THE RIGHT, SET DIRECTLY ACROSS FROM THE
 AK5402'JUNCTION OF INTERLACH PARKWAY, 1.8 FEET WEST OF POWER POLE NUMBER
 AK5402'1560, 8.7 FEET NORTH OF A WOOD POST CABLE GUARD RAIL, 20 FEET SOUTH
 AK5402'OF THE CENTER LINE OF THE STREET.
 AK5402'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AK5402'THE MARK IS ABOVE LEVEL WITH STREET.
 AK5402
 AK5402                          STATION RECOVERY (1983)
 AK5402
 AK5402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 AK5402'1.0 MILES EAST ALONG MAIN STREET FROM THE JUNCTION OF BARTON ROAD IN
 AK5402'LAKELAND TO THE MARK ON THE RIGHT, SET DIRECTLY ACROSS FROM THE
 AK5402'JUNCTION OF INTERLACH PARKWAY, 1.8 FEET WEST OF POWER POLE NUMBER
 AK5402'1560, 8.7 FEET NORTH OF A WOOD POST CABLE GUARD RAIL , 20 FEET SOUTH
 AK5402'OF THE CENTER LINE OF THE STREET. A STAINLESS STEEL ROD SET TO THE
 AK5402'DEPTH OF 16 FEET ENCASED IN A PIPE RECESSED 4 INCHES. ABOUT LEVEL
 AK5402'WITH STREET. 1 FOOT NORTH FROM A WITNESS POST.
 AK5402
 AK5402                          STATION RECOVERY (1988)
 AK5402
 AK5402'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWW)
 AK5402'RECOVERED IN GOOD CONDITION.
 AK5402
 AK5402                          STATION RECOVERY (1991)
 AK5402
 AK5402'RECOVERY NOTE BY US POWER SQUADRON 1991 (LBD)
 AK5402'RECOVERED IN GOOD CONDITION.
 AK5402
 AK5402                          STATION RECOVERY (1999)
 AK5402
 AK5402'RECOVERY NOTE BY US POWER SQUADRON 1999
 AK5402'MARK NOT FOUND.
 AK5402
 AK5402                          STATION RECOVERY (2003)
 AK5402
 AK5402'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AK5402'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK5402'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5352 ***********************************************************************
 AK5352  DESIGNATION -  B 352
 AK5352  PID         -  AK5352
 AK5352  STATE/COUNTY-  FL/ORANGE
 AK5352  USGS QUAD   -  ORLANDO WEST (1980)
 AK5352
 AK5352                         *CURRENT SURVEY CONTROL
 AK5352  ___________________________________________________________________
 AK5352* NAD 83(1986)-  28 33 11.     (N)    081 22 07.     (W)     SCALED    
 AK5352* NAVD 88     -        29.977  (meters)      98.35   (feet)  ADJUSTED  
 AK5352  ___________________________________________________________________
 AK5352  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AK5352  DYNAMIC HT  -          29.934 (meters)      98.21  (feet)  COMP
 AK5352  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 AK5352
 AK5352  VERT ORDER  -  FIRST     CLASS II
 AK5352
 AK5352.The horizontal coordinates were scaled from a topographic map and have
 AK5352.an estimated accuracy of +/- 6 seconds.
 AK5352
 AK5352.The orthometric height was determined by differential leveling
 AK5352.and adjusted by the National Geodetic Survey in June 1991..
 AK5352
 AK5352.The geoid height was determined by GEOID03.
 AK5352
 AK5352.The dynamic height is computed by dividing the NAVD 88
 AK5352.geopotential number by the normal gravity value computed on the
 AK5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5352.degrees latitude (g = 980.6199 gals.).
 AK5352
 AK5352.The modeled gravity was interpolated from observed gravity values.
 AK5352
 AK5352;                    North         East    Units  Estimated Accuracy
 AK5352;SPC FL E     -   467,550.      163,930.      MT  (+/- 180 meters Scaled)
 AK5352
 AK5352                          SUPERSEDED SURVEY CONTROL
 AK5352
 AK5352  NGVD 29 (09/01/92)   30.288  (m)           99.37   (f) ADJUSTED    1 2
 AK5352
 AK5352.Superseded values are not recommended for survey control.
 AK5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5352.See file dsdata.txt to determine how the superseded data were derived.
 AK5352
 AK5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM639585(NAD 83)
 AK5352_MARKER: DB = BENCH MARK DISK
 AK5352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK5352_SP_SET: HEADWALL
 AK5352_STAMPING: B 352 1978
 AK5352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5352
 AK5352  HISTORY     - Date     Condition        Report By
 AK5352  HISTORY     - 1978     MONUMENTED       NGS
 AK5352  HISTORY     - 19960316 GOOD             USPSQD
 AK5352  HISTORY     - 20020806 MARK NOT FOUND   FLDEP
 AK5352
 AK5352                          STATION DESCRIPTION
 AK5352
 AK5352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5352'IN ORLANDO.
 AK5352'AT THE JUNCTION OF STATE HIGHWAYS 50, (COLONIAL DRIVE), AND 527,
 AK5352'(MAGNOLIA AVENUE), IN ORLANDO, SET IN THE TOP OF THE EAST END OF A
 AK5352'MASSIVE CONCRETE HEADWALL AROUND GAS STATION AND SMALL PARK, 175 FEET
 AK5352'NORTH OF COLONIAL DRIVE, 44 FEET WEST OF THE CENTER OF MAGNOLIA AVENUE
 AK5352'46 FEET NORTH OF CONCRETE POWER POLE WITH THREE TRANSFORMERS, 11 FEET
 AK5352'NORTHWEST OF A ONE WAY SIGN, 8.5 FEET NORTHWEST OF LAMP POLE.
 AK5352'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AK5352'THE MARK IS ABOVE LEVEL WITH AVENUE.
 AK5352
 AK5352                          STATION RECOVERY (1996)
 AK5352
 AK5352'RECOVERY NOTE BY US POWER SQUADRON 1996
 AK5352'RECOVERED IN GOOD CONDITION.
 AK5352
 AK5352                          STATION RECOVERY (2002)
 AK5352
 AK5352'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AK5352'NOT FOUND, LOCATION HAS BEEN REWORKED.
 AK5352'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5324 ***********************************************************************
 AK5324  DESIGNATION -  B 353
 AK5324  PID         -  AK5324
 AK5324  STATE/COUNTY-  FL/VOLUSIA
 AK5324  USGS QUAD   -  ORANGE CITY (1980)
 AK5324
 AK5324                         *CURRENT SURVEY CONTROL
 AK5324  ___________________________________________________________________
 AK5324* NAD 83(1986)-  28 57 58.     (N)    081 15 40.     (W)     SCALED    
 AK5324* NAVD 88     -        15.044  (meters)      49.36   (feet)  ADJUSTED  
 AK5324  ___________________________________________________________________
 AK5324  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AK5324  DYNAMIC HT  -          15.023 (meters)      49.29  (feet)  COMP
 AK5324  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 AK5324
 AK5324  VERT ORDER  -  FIRST     CLASS II
 AK5324
 AK5324.The horizontal coordinates were scaled from a topographic map and have
 AK5324.an estimated accuracy of +/- 6 seconds.
 AK5324
 AK5324.The orthometric height was determined by differential leveling
 AK5324.and adjusted by the National Geodetic Survey in June 1991..
 AK5324
 AK5324.The geoid height was determined by GEOID03.
 AK5324
 AK5324.The dynamic height is computed by dividing the NAVD 88
 AK5324.geopotential number by the normal gravity value computed on the
 AK5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5324.degrees latitude (g = 980.6199 gals.).
 AK5324
 AK5324.The modeled gravity was interpolated from observed gravity values.
 AK5324
 AK5324;                    North         East    Units  Estimated Accuracy
 AK5324;SPC FL E     -   513,300.      174,550.      MT  (+/- 180 meters Scaled)
 AK5324
 AK5324                          SUPERSEDED SURVEY CONTROL
 AK5324
 AK5324  NGVD 29 (09/01/92)   15.364  (m)           50.41   (f) ADJUSTED    1 2
 AK5324
 AK5324.Superseded values are not recommended for survey control.
 AK5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5324.See file dsdata.txt to determine how the superseded data were derived.
 AK5324
 AK5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN745042(NAD 83)
 AK5324_MARKER: DB = BENCH MARK DISK
 AK5324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK5324_SP_SET: STAINLESS STEEL ROD
 AK5324_STAMPING: B 353 1978
 AK5324_PROJECTION: RECESSED 10 CENTIMETERS
 AK5324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5324_ROD/PIPE-DEPTH: 3.66 meters
 AK5324
 AK5324  HISTORY     - Date     Condition        Report By
 AK5324  HISTORY     - 1978     MONUMENTED       NGS
 AK5324  HISTORY     - 19910818 MARK NOT FOUND   USPSQD
 AK5324
 AK5324                          STATION DESCRIPTION
 AK5324
 AK5324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5324'3.3 MI NE FROM ORANGE CITY.
 AK5324'3.3 MILES NORTHEAST ALONG STATE ROUTE 431A FROM THE POST OFFICE IN
 AK5324'ORANGE CITY TO THE MARK ON THE RIGHT, 0.55 MILE NORTHEAST OF HIGHWAY
 AK5324'15A, 18 FEET EAST OF CENTERLINE OF HIGHWAY, 2 FEET SOUTH OF POWER
 AK5324'POLE NUMBER R3AA-745.  ROD DRIVEN TO REFUSAL.
 AK5324'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AK5324'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AK5324
 AK5324                          STATION RECOVERY (1991)
 AK5324
 AK5324'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AK5324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5377 ***********************************************************************
 AK5377  DESIGNATION -  B 354
 AK5377  PID         -  AK5377
 AK5377  STATE/COUNTY-  FL/POLK
 AK5377  USGS QUAD   -  DAVENPORT (1985)
 AK5377
 AK5377                         *CURRENT SURVEY CONTROL
 AK5377  ___________________________________________________________________
 AK5377* NAD 83(1986)-  28 12 24.     (N)    081 34 39.     (W)     SCALED    
 AK5377* NAVD 88     -        32.601  (meters)     106.96   (feet)  ADJUSTED  
 AK5377  ___________________________________________________________________
 AK5377  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AK5377  DYNAMIC HT  -          32.553 (meters)     106.80  (feet)  COMP
 AK5377  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 AK5377
 AK5377  VERT ORDER  -  FIRST     CLASS II
 AK5377
 AK5377.The horizontal coordinates were scaled from a topographic map and have
 AK5377.an estimated accuracy of +/- 6 seconds.
 AK5377
 AK5377.The orthometric height was determined by differential leveling
 AK5377.and adjusted by the National Geodetic Survey in June 1991..
 AK5377
 AK5377.The geoid height was determined by GEOID03.
 AK5377
 AK5377.The dynamic height is computed by dividing the NAVD 88
 AK5377.geopotential number by the normal gravity value computed on the
 AK5377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5377.degrees latitude (g = 980.6199 gals.).
 AK5377
 AK5377.The modeled gravity was interpolated from observed gravity values.
 AK5377
 AK5377;                    North         East    Units  Estimated Accuracy
 AK5377;SPC FL W     -   429,180.      241,480.      MT  (+/- 180 meters Scaled)
 AK5377
 AK5377                          SUPERSEDED SURVEY CONTROL
 AK5377
 AK5377  NGVD 29 (09/01/92)   32.892  (m)          107.91   (f) ADJUSTED    1 2
 AK5377
 AK5377.Superseded values are not recommended for survey control.
 AK5377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5377.See file dsdata.txt to determine how the superseded data were derived.
 AK5377
 AK5377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM433202(NAD 83)
 AK5377_MARKER: DB = BENCH MARK DISK
 AK5377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK5377_SP_SET: STAINLESS STEEL ROD
 AK5377_STAMPING: B 354 1978
 AK5377_PROJECTION: RECESSED 10 CENTIMETERS
 AK5377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5377+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AK5377_ROD/PIPE-DEPTH: 4.88 meters
 AK5377
 AK5377  HISTORY     - Date     Condition        Report By
 AK5377  HISTORY     - 1978     MONUMENTED       NGS
 AK5377  HISTORY     - 1990     GOOD             USPSQD
 AK5377  HISTORY     - 20030910 GOOD             FL-105
 AK5377
 AK5377                          STATION DESCRIPTION
 AK5377
 AK5377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5377'3.65 MI NORTH FROM DAVENPORT.
 AK5377'3.65 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE
 AK5377'INTERSECTION OF STATE ROUTE 547(BAY STREET) IN DAVENPORT
 AK5377'TO THE MARK ON THE RIGHT, 154 FEET NORTH OF POWER POLE,
 AK5377'44 FEET EAST OF CENTERLINE OF HIGHWAY, 28.5 FEET NORTHEAST
 AK5377'OF THE CENTER OF CULVERT, 2 FEET WEST OF POWER POLE NUMBER 195.
 AK5377'THE MARK IS 2 FT  W FROM A WITNESS POST.
 AK5377'THE MARK IS 3 FT BELOW HIGHWAY.
 AK5377
 AK5377                          STATION RECOVERY (1990)
 AK5377
 AK5377'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD)
 AK5377'RECOVERED IN GOOD CONDITION.
 AK5377
 AK5377                          STATION RECOVERY (2003)
 AK5377
 AK5377'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK5377'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER
 AK5377'GIS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2329 ***********************************************************************
 BD2329  DESIGNATION -  B 355
 BD2329  PID         -  BD2329
 BD2329  STATE/COUNTY-  FL/TAYLOR
 BD2329  USGS QUAD   -  FENHOLLOWAY (1993)
 BD2329
 BD2329                         *CURRENT SURVEY CONTROL
 BD2329  ___________________________________________________________________
 BD2329* NAD 83(1986)-  30 06 02.     (N)    083 27 13.     (W)     SCALED    
 BD2329* NAVD 88     -        24.337  (meters)      79.85   (feet)  ADJUSTED  
 BD2329  ___________________________________________________________________
 BD2329  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BD2329  DYNAMIC HT  -          24.305 (meters)      79.74  (feet)  COMP
 BD2329  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 BD2329
 BD2329  VERT ORDER  -  FIRST     CLASS II
 BD2329
 BD2329.The horizontal coordinates were scaled from a topographic map and have
 BD2329.an estimated accuracy of +/- 6 seconds.
 BD2329
 BD2329.The orthometric height was determined by differential leveling
 BD2329.and adjusted by the National Geodetic Survey in June 1991..
 BD2329
 BD2329.The geoid height was determined by GEOID03.
 BD2329
 BD2329.The dynamic height is computed by dividing the NAVD 88
 BD2329.geopotential number by the normal gravity value computed on the
 BD2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2329.degrees latitude (g = 980.6199 gals.).
 BD2329
 BD2329.The modeled gravity was interpolated from observed gravity values.
 BD2329
 BD2329;                    North         East    Units  Estimated Accuracy
 BD2329;SPC FL N     -   122,460.      700,850.      MT  (+/- 180 meters Scaled)
 BD2329
 BD2329                          SUPERSEDED SURVEY CONTROL
 BD2329
 BD2329.No superseded survey control is available for this station.
 BD2329
 BD2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP635324(NAD 83)
 BD2329_MARKER: DB = BENCH MARK DISK
 BD2329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BD2329_SP_SET: STAINLESS STEEL ROD
 BD2329_STAMPING: B 355 1978
 BD2329_PROJECTION: RECESSED 10 CENTIMETERS
 BD2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2329_ROD/PIPE-DEPTH: 4.88 meters
 BD2329
 BD2329  HISTORY     - Date     Condition        Report By
 BD2329  HISTORY     - 1978     MONUMENTED       NGS
 BD2329
 BD2329                          STATION DESCRIPTION
 BD2329
 BD2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BD2329'8.85 MI NE FROM PERRY.
 BD2329'8.85 MILES NORTHEAST ALONG U.S. ROUTE 27 FROM THE JUNCTION OF U.S.
 BD2329'ROUTE 22 IN PERRY TO THE MARK ON THE LEFT, 182 WEST OF THE WEST CORNER
 BD2329'POST OF A WIRE FENCE, 64 FEET NORTH OF THE CENTERLINE OF ROUTE 27, 2
 BD2329'FEET WEST OF AN UNNUMBERED POWER POLE.
 BD2329'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BD2329'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6648 ***********************************************************************
 AF6648  DESIGNATION -  B 356
 AF6648  PID         -  AF6648
 AF6648  STATE/COUNTY-  FL/ST LUCIE
 AF6648  USGS QUAD   -  FORT PIERCE (1983)
 AF6648
 AF6648                         *CURRENT SURVEY CONTROL
 AF6648  ___________________________________________________________________
 AF6648* NAD 83(1986)-  27 25 51.     (N)    080 21 29.     (W)     SCALED    
 AF6648* NAVD 88     -         5.546  (meters)      18.20   (feet)  ADJUSTED  
 AF6648  ___________________________________________________________________
 AF6648  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AF6648  DYNAMIC HT  -           5.538 (meters)      18.17  (feet)  COMP
 AF6648  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 AF6648
 AF6648  VERT ORDER  -  FIRST     CLASS II
 AF6648
 AF6648.The horizontal coordinates were scaled from a topographic map and have
 AF6648.an estimated accuracy of +/- 6 seconds.
 AF6648
 AF6648.The orthometric height was determined by differential leveling
 AF6648.and adjusted by the National Geodetic Survey in June 1991..
 AF6648
 AF6648.The geoid height was determined by GEOID03.
 AF6648
 AF6648.The dynamic height is computed by dividing the NAVD 88
 AF6648.geopotential number by the normal gravity value computed on the
 AF6648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6648.degrees latitude (g = 980.6199 gals.).
 AF6648
 AF6648.The modeled gravity was interpolated from observed gravity values.
 AF6648
 AF6648;                    North         East    Units  Estimated Accuracy
 AF6648;SPC FL E     -   343,300.      263,470.      MT  (+/- 180 meters Scaled)
 AF6648
 AF6648                          SUPERSEDED SURVEY CONTROL
 AF6648
 AF6648  NGVD 29 (09/01/92)    6.006  (m)           19.70   (f) ADJUSTED    1 2
 AF6648
 AF6648.Superseded values are not recommended for survey control.
 AF6648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6648.See file dsdata.txt to determine how the superseded data were derived.
 AF6648
 AF6648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL634343(NAD 83)
 AF6648_MARKER: DB = BENCH MARK DISK
 AF6648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6648_SP_SET: STAINLESS STEEL ROD
 AF6648_STAMPING: B 356 1979
 AF6648_PROJECTION: FLUSH
 AF6648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6648_ROD/PIPE-DEPTH: 7.32 meters
 AF6648
 AF6648  HISTORY     - Date     Condition        Report By
 AF6648  HISTORY     - 1979     MONUMENTED       NGS
 AF6648  HISTORY     - 1990     GOOD             USPSQD
 AF6648
 AF6648                          STATION DESCRIPTION
 AF6648
 AF6648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6648'IN FORT PIERCE.
 AF6648'IN FORT PIERCE, AT THE JUNCTION OF OKEECHOBEE ROAD (STATE HIGHWAY 70),
 AF6648'SOUTH 33RD STREET AND QUINCY AVENUE, 67 FEET EAST-NORTHEAST OF THE
 AF6648'CENTERLINE OF 33RD STREET, 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 AF6648'70, 35 FEET NORTH OF THE CENTERLINE OF QUINCY STREET, 13 FEET WEST
 AF6648'OF A CONCRETE UTILITY POLE AND 1 FOOT WEST OF AN OKEECHOBEE ROAD--
 AF6648'QUINCY AVENUE SIGN.  MARK IS AT THE FORT PIERCE CITY LIMIT.
 AF6648
 AF6648                          STATION RECOVERY (1990)
 AF6648
 AF6648'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6676 ***********************************************************************
 AF6676  DESIGNATION -  B 357
 AF6676  PID         -  AF6676
 AF6676  STATE/COUNTY-  FL/ST LUCIE
 AF6676  USGS QUAD   -  JONES HAMMOCK (1970)
 AF6676
 AF6676                         *CURRENT SURVEY CONTROL
 AF6676  ___________________________________________________________________
 AF6676* NAD 83(1999)-  27 18 08.04556(N)    080 40 40.75410(W)     ADJUSTED  
 AF6676* NAVD 88     -        17.486  (meters)      57.37   (feet)  ADJUSTED  
 AF6676  ___________________________________________________________________
 AF6676  X           -     918,701.771 (meters)                     COMP
 AF6676  Y           -  -5,596,693.754 (meters)                     COMP
 AF6676  Z           -   2,908,010.262 (meters)                     COMP
 AF6676  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AF6676  ELLIP HEIGHT-          -9.50  (meters)          (12/12/02) GPS OBS
 AF6676  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AF6676  DYNAMIC HT  -          17.459 (meters)      57.28  (feet)  COMP
 AF6676  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 AF6676
 AF6676  HORZ ORDER  -  FIRST
 AF6676  VERT ORDER  -  FIRST     CLASS II
 AF6676  ELLP ORDER  -  SECOND    CLASS II
 AF6676
 AF6676.The horizontal coordinates were established by GPS observations
 AF6676.and adjusted by the National Geodetic Survey in December 2002..
 AF6676
 AF6676.The orthometric height was determined by differential leveling
 AF6676.and adjusted by the National Geodetic Survey in June 1991..
 AF6676
 AF6676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6676
 AF6676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6676
 AF6676.The ellipsoidal height was determined by GPS observations
 AF6676.and is referenced to NAD 83.
 AF6676
 AF6676.The geoid height was determined by GEOID03.
 AF6676
 AF6676.The dynamic height is computed by dividing the NAVD 88
 AF6676.geopotential number by the normal gravity value computed on the
 AF6676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6676.degrees latitude (g = 980.6199 gals.).
 AF6676
 AF6676.The modeled gravity was interpolated from observed gravity values.
 AF6676
 AF6676;                    North         East     Units Scale Factor Converg.
 AF6676;SPC FL E     -   328,932.574   231,873.673   MT  0.99995371   +0 08 51.7
 AF6676;SPC FL E     - 1,079,172.95    760,738.88   sFT  0.99995371   +0 08 51.7
 AF6676;UTM  17      - 3,019,952.325   531,862.797   MT  0.99961253   +0 08 51.7
 AF6676
 AF6676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6676!SPC FL E     -   1.00000149  x   0.99995371  =   0.99995520
 AF6676!UTM  17      -   1.00000149  x   0.99961253  =   0.99961402
 AF6676
 AF6676                          SUPERSEDED SURVEY CONTROL
 AF6676
 AF6676  NAVD 88 (12/12/02)   17.49   (m)           57.4    (f) LEVELING    3  
 AF6676  NGVD 29 (09/01/92)   17.880  (m)           58.66   (f) ADJUSTED    1 2
 AF6676
 AF6676.Superseded values are not recommended for survey control.
 AF6676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6676.See file dsdata.txt to determine how the superseded data were derived.
 AF6676
 AF6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL3186319952(NAD 83)
 AF6676_MARKER: DV = VERTICAL CONTROL DISK
 AF6676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6676_SP_SET: STAINLESS STEEL ROD
 AF6676_STAMPING: B 357 1979
 AF6676_MARK LOGO: NGS   
 AF6676_PROJECTION: PROJECTING 10 CENTIMETERS
 AF6676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF6676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6676+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 AF6676_ROD/PIPE-DEPTH: 7.62 meters
 AF6676
 AF6676  HISTORY     - Date     Condition        Report By
 AF6676  HISTORY     - 1979     MONUMENTED       NGS
 AF6676  HISTORY     - 20010606 GOOD             EMCINC
 AF6676  HISTORY     - 20020412 GOOD             MAPTEC
 AF6676
 AF6676                          STATION DESCRIPTION
 AF6676
 AF6676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6676'1.7 MI EAST FROM POSEYS CORNER.
 AF6676'1.7 MILES EAST ALONG STATE HIGHWAY 70 FROM THE POSEYS CORNER STORE IN
 AF6676'POSEYS CORNER, AT THE ST. LUCIE-OKEECHOBEE COUNTY LINE, 47 FEET NORTH
 AF6676'OF THE CENTERLINE OF THE HIGHWAY, 28 FEET NORTH OF THE OKEECHOBEE
 AF6676'COUNTY SIGN AND 1 FOOT SOUTH OF A WIRE FENCE.
 AF6676'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AF6676
 AF6676                          STATION RECOVERY (2001)
 AF6676
 AF6676'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF6676'RECOVERED IN GOOD CONDITION.  NOTE-- THE FOLLOWING  CHANGES  THE MARK
 AF6676'IS LOCATED 4.0 METERS (13.1 FEET) NORTH OF A WIRE  FENCE, 15.3 METERS
 AF6676'(50.2 FEET) NORTHEAST OF AN OKEECHOBEE COUNTY  SIGN ON THE NORTH
 AF6676'SHOULDER OF STATE ROAD 70. THE 4 INCH PVC SLEEVE WAS REPLACED
 AF6676'BY A NEW 5 INCH PVC SLEEVE  AROUND THE ROD AND CAP.
 AF6676' 
 AF6676' 
 AF6676'
 AF6676
 AF6676                          STATION RECOVERY (2002)
 AF6676
 AF6676'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF6676'RECOVERED AS DESCRIBED
 AF6676'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6701 ***********************************************************************
 AF6701  DESIGNATION -  B 358
 AF6701  PID         -  AF6701
 AF6701  STATE/COUNTY-  FL/HIGHLANDS
 AF6701  USGS QUAD   -  BRIGHTON (1972)
 AF6701
 AF6701                         *CURRENT SURVEY CONTROL
 AF6701  ___________________________________________________________________
 AF6701* NAD 83(1999)-  27 14 09.32975(N)    081 02 44.34845(W)     ADJUSTED  
 AF6701* NAVD 88     -         9.621  (meters)      31.56   (feet)  ADJUSTED  
 AF6701  ___________________________________________________________________
 AF6701  X           -     883,292.329 (meters)                     COMP
 AF6701  Y           -  -5,605,793.111 (meters)                     COMP
 AF6701  Z           -   2,901,476.023 (meters)                     COMP
 AF6701  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AF6701  ELLIP HEIGHT-         -16.44  (meters)          (12/12/02) GPS OBS
 AF6701  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AF6701  DYNAMIC HT  -           9.606 (meters)      31.52  (feet)  COMP
 AF6701  MODELED GRAV-     979,104.0   (mgal)                       NAVD 88
 AF6701
 AF6701  HORZ ORDER  -  FIRST
 AF6701  VERT ORDER  -  FIRST     CLASS II
 AF6701  ELLP ORDER  -  SECOND    CLASS II
 AF6701
 AF6701.The horizontal coordinates were established by GPS observations
 AF6701.and adjusted by the National Geodetic Survey in December 2002..
 AF6701
 AF6701.The orthometric height was determined by differential leveling
 AF6701.and adjusted by the National Geodetic Survey in June 1991..
 AF6701
 AF6701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF6701
 AF6701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF6701
 AF6701.The ellipsoidal height was determined by GPS observations
 AF6701.and is referenced to NAD 83.
 AF6701
 AF6701.The geoid height was determined by GEOID03.
 AF6701
 AF6701.The dynamic height is computed by dividing the NAVD 88
 AF6701.geopotential number by the normal gravity value computed on the
 AF6701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6701.degrees latitude (g = 980.6199 gals.).
 AF6701
 AF6701.The modeled gravity was interpolated from observed gravity values.
 AF6701
 AF6701;                    North         East     Units Scale Factor Converg.
 AF6701;SPC FL E     -   321,545.090   195,478.541   MT  0.99994143   -0 01 15.2
 AF6701;SPC FL E     - 1,054,935.85    641,332.51   sFT  0.99994143   -0 01 15.2
 AF6701;UTM  17      - 3,012,567.361   495,480.084   MT  0.99960025   -0 01 15.2
 AF6701
 AF6701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6701!SPC FL E     -   1.00000258  x   0.99994143  =   0.99994401
 AF6701!UTM  17      -   1.00000258  x   0.99960025  =   0.99960283
 AF6701
 AF6701                          SUPERSEDED SURVEY CONTROL
 AF6701
 AF6701  NAVD 88 (12/12/02)    9.62   (m)           31.6    (f) LEVELING    3  
 AF6701  NGVD 29 (09/01/92)    9.986  (m)           32.76   (f) ADJUSTED    1 2
 AF6701
 AF6701.Superseded values are not recommended for survey control.
 AF6701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6701.See file dsdata.txt to determine how the superseded data were derived.
 AF6701
 AF6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9548012567(NAD 83)
 AF6701_MARKER: DV = VERTICAL CONTROL DISK
 AF6701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6701_SP_SET: STAINLESS STEEL ROD
 AF6701_STAMPING: B 358 1979
 AF6701_MARK LOGO: NGS   
 AF6701_PROJECTION: FLUSH
 AF6701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF6701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6701+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 AF6701_ROD/PIPE-DEPTH: 12.5 meters
 AF6701
 AF6701  HISTORY     - Date     Condition        Report By
 AF6701  HISTORY     - 1979     MONUMENTED       NGS
 AF6701  HISTORY     - 20010607 GOOD             EMCINC
 AF6701  HISTORY     - 20020413 GOOD             MAPTEC
 AF6701
 AF6701                          STATION DESCRIPTION
 AF6701
 AF6701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6701'13.4 MI WEST FROM OKEECHOBEE.
 AF6701'13.4 MILES WEST ALONG STATE HIGHWAY 70 FROM THE CITY HALL IN
 AF6701'OKEECHOBEE, 3.9 MILES WEST OF THE KISSIMMEE RIVER, AT A FIELD ENTRANCE
 AF6701'ROAD LEADING SOUTH, 72 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8
 AF6701'FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A WIRE
 AF6701'FENCE.
 AF6701
 AF6701                          STATION RECOVERY (2001)
 AF6701
 AF6701'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF6701'RECOVERED AS DESCRIBED.
 AF6701' 
 AF6701' 
 AF6701'
 AF6701
 AF6701                          STATION RECOVERY (2002)
 AF6701
 AF6701'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF6701'RECOVERED AS DESCRIBED
 AF6701'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6728 ***********************************************************************
 AF6728  DESIGNATION -  B 359
 AF6728  PID         -  AF6728
 AF6728  STATE/COUNTY-  FL/HIGHLANDS
 AF6728  USGS QUAD   -  VENUS NW (1972)
 AF6728
 AF6728                         *CURRENT SURVEY CONTROL
 AF6728  ___________________________________________________________________
 AF6728* NAD 83(1986)-  27 12 33.     (N)    081 26 59.     (W)     SCALED    
 AF6728* NAVD 88     -        26.629  (meters)      87.37   (feet)  ADJUSTED  
 AF6728  ___________________________________________________________________
 AF6728  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AF6728  DYNAMIC HT  -          26.589 (meters)      87.23  (feet)  COMP
 AF6728  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 AF6728  OBS GRAVITY -     979,133.2   (mgal)                       GRAV_OBS
 AF6728
 AF6728  VERT ORDER  -  FIRST     CLASS II
 AF6728
 AF6728.The horizontal coordinates were scaled from a topographic map and have
 AF6728.an estimated accuracy of +/- 6 seconds.
 AF6728
 AF6728.The orthometric height was determined by differential leveling
 AF6728.and adjusted by the National Geodetic Survey in June 1991..
 AF6728
 AF6728.The geoid height was determined by GEOID03.
 AF6728
 AF6728.The dynamic height is computed by dividing the NAVD 88
 AF6728.geopotential number by the normal gravity value computed on the
 AF6728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6728.degrees latitude (g = 980.6199 gals.).
 AF6728
 AF6728.The modeled gravity was interpolated from observed gravity values.
 AF6728.The observed gravity was obtained from relative gravimeter ties
 AF6728.to the IGSN71 gravity network.
 AF6728
 AF6728;                    North         East    Units  Estimated Accuracy
 AF6728;SPC FL E     -   318,660.      155,450.      MT  (+/- 180 meters Scaled)
 AF6728
 AF6728                          SUPERSEDED SURVEY CONTROL
 AF6728
 AF6728  NGVD 29 (09/01/92)   27.000  (m)           88.58   (f) ADJUSTED    1 2
 AF6728
 AF6728.Superseded values are not recommended for survey control.
 AF6728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6728.See file dsdata.txt to determine how the superseded data were derived.
 AF6728
 AF6728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML554096(NAD 83)
 AF6728_MARKER: DB = BENCH MARK DISK
 AF6728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF6728_SP_SET: HEADWALL
 AF6728_STAMPING: B 359 1979
 AF6728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6728
 AF6728  HISTORY     - Date     Condition        Report By
 AF6728  HISTORY     - 1979     MONUMENTED       NGS
 AF6728
 AF6728                          STATION DESCRIPTION
 AF6728
 AF6728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6728'7.6 MI WEST FROM LAKE PLACID.
 AF6728'7.6 MILES WEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF U. S.
 AF6728'HIGHWAY 27 IN SOUTH LAKE PLACID, SET IN THE TOP OF AND 1.5 FEET EAST
 AF6728'OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0479 ***********************************************************************
 AC0479  DESIGNATION -  B 36
 AC0479  PID         -  AC0479
 AC0479  STATE/COUNTY-  FL/MIAMI-DADE
 AC0479  USGS QUAD   -  HIALEAH SW (1988)
 AC0479
 AC0479                         *CURRENT SURVEY CONTROL
 AC0479  ___________________________________________________________________
 AC0479* NAD 83(1986)-  25 45 39.     (N)    080 26 37.     (W)     SCALED    
 AC0479* NAVD 88     -         1.936  (meters)       6.35   (feet)  ADJUSTED  
 AC0479  ___________________________________________________________________
 AC0479  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AC0479  DYNAMIC HT  -           1.933 (meters)       6.34  (feet)  COMP
 AC0479  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AC0479
 AC0479  VERT ORDER  -  FIRST     CLASS II
 AC0479
 AC0479.The horizontal coordinates were scaled from a topographic map and have
 AC0479.an estimated accuracy of +/- 6 seconds.
 AC0479
 AC0479.The orthometric height was determined by differential leveling
 AC0479.and adjusted by the National Geodetic Survey in June 1991..
 AC0479
 AC0479.The geoid height was determined by GEOID03.
 AC0479
 AC0479.The dynamic height is computed by dividing the NAVD 88
 AC0479.geopotential number by the normal gravity value computed on the
 AC0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0479.degrees latitude (g = 980.6199 gals.).
 AC0479
 AC0479.The modeled gravity was interpolated from observed gravity values.
 AC0479
 AC0479;                    North         East    Units  Estimated Accuracy
 AC0479;SPC FL E     -   158,240.      255,810.      MT  (+/- 180 meters Scaled)
 AC0479
 AC0479                          SUPERSEDED SURVEY CONTROL
 AC0479
 AC0479  NGVD 29 (??/??/92)    2.414  (m)            7.92   (f) ADJ UNCH    1 2
 AC0479
 AC0479.Superseded values are not recommended for survey control.
 AC0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0479.See file dsdata.txt to determine how the superseded data were derived.
 AC0479
 AC0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ557493(NAD 83)
 AC0479_MARKER: DB = BENCH MARK DISK
 AC0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AC0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0479+STABILITY: SURFACE MOTION
 AC0479
 AC0479  HISTORY     - Date     Condition        Report By
 AC0479  HISTORY     - UNK      MONUMENTED       CGS
 AC0479  HISTORY     - 1933     GOOD             NGS
 AC0479  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AC0479  HISTORY     - 19910302 MARK NOT FOUND   USPSQD
 AC0479
 AC0479                          STATION DESCRIPTION
 AC0479
 AC0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AC0479'10.6 MI W FROM CORAL GABLES.
 AC0479'10.57 MILES WEST OF GRANADA ENTRANCE TO CORAL G.  LOCATED
 AC0479'20.5 FT. SOUTH OF CENTERLINE OF TAMIAMI TRAIL, 30.2 FT. EAST
 AC0479'OF TEL. POLE H 445, ABOUT 500 YARDS EAST OF WEST LEVEE CANAL.
 AC0479
 AC0479                          STATION RECOVERY (1986)
 AC0479
 AC0479'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC0479'MARK NOT FOUND.
 AC0479
 AC0479                          STATION RECOVERY (1991)
 AC0479
 AC0479'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0480 ***********************************************************************
 AC0480  DESIGNATION -  B 36 RESET
 AC0480  PID         -  AC0480
 AC0480  STATE/COUNTY-  FL/MIAMI-DADE
 AC0480  USGS QUAD   -  HIALEAH SW (1988)
 AC0480
 AC0480                         *CURRENT SURVEY CONTROL
 AC0480  ___________________________________________________________________
 AC0480* NAD 83(1986)-  25 45 39.     (N)    080 26 37.     (W)     SCALED    
 AC0480* NAVD 88     -         1.779  (meters)       5.84   (feet)  ADJUSTED  
 AC0480  ___________________________________________________________________
 AC0480  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AC0480  DYNAMIC HT  -           1.776 (meters)       5.83  (feet)  COMP
 AC0480  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AC0480
 AC0480  VERT ORDER  -  FIRST     CLASS I
 AC0480
 AC0480.The horizontal coordinates were scaled from a topographic map and have
 AC0480.an estimated accuracy of +/- 6 seconds.
 AC0480
 AC0480.The orthometric height was determined by differential leveling
 AC0480.and adjusted by the National Geodetic Survey in September 1992..
 AC0480
 AC0480.The geoid height was determined by GEOID03.
 AC0480
 AC0480.The dynamic height is computed by dividing the NAVD 88
 AC0480.geopotential number by the normal gravity value computed on the
 AC0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0480.degrees latitude (g = 980.6199 gals.).
 AC0480
 AC0480.The modeled gravity was interpolated from observed gravity values.
 AC0480
 AC0480;                    North         East    Units  Estimated Accuracy
 AC0480;SPC FL E     -   158,240.      255,810.      MT  (+/- 180 meters Scaled)
 AC0480
 AC0480                          SUPERSEDED SURVEY CONTROL
 AC0480
 AC0480  NAVD 88 (06/15/91)    1.847  (m)            6.06   (f) UNKNOWN     1 1
 AC0480  NGVD 29 (09/01/92)    2.255  (m)            7.40   (f) ADJUSTED    1 1
 AC0480
 AC0480.Superseded values are not recommended for survey control.
 AC0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0480.See file dsdata.txt to determine how the superseded data were derived.
 AC0480
 AC0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ557493(NAD 83)
 AC0480_MARKER: DB = BENCH MARK DISK
 AC0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0480_SP_SET: CONCRETE POST
 AC0480_STAMPING: B 36 1933 RESET 1943
 AC0480_MARK LOGO: CGS   
 AC0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0480+STABILITY: SURFACE MOTION
 AC0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0480+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 AC0480
 AC0480  HISTORY     - Date     Condition        Report By
 AC0480  HISTORY     - 1943     MONUMENTED       CGS
 AC0480  HISTORY     - 1965     GOOD             NGS
 AC0480  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AC0480  HISTORY     - 19910302 GOOD             USPSQD
 AC0480  HISTORY     - 19920218 GOOD             NGS
 AC0480
 AC0480                          STATION DESCRIPTION
 AC0480
 AC0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AC0480'8.2 MI W FROM CORAL GABLES.
 AC0480'ABOUT 8.2 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI
 AC0480'STATION POST OFFICE AT WEST MIAMI, IN SECTION 4, R 39 E, T 54 S,
 AC0480'0.3 MILE EAST OF A 60-FOOT CONCRETE BRIDGE UNDER THE NORTH LANE
 AC0480'OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF THE NORTH
 AC0480'LANE OF THE HIGHWAY, 10 1/2 FEET SOUTHEAST OF A 12-INCH FORKED
 AC0480'PINE TREE, 9 FEET SOUTH OF A METAL WITNESS POST, 2 1/2 FEET
 AC0480'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AC0480'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AC0480
 AC0480                          STATION RECOVERY (1987)
 AC0480
 AC0480'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 AC0480'MARK NOT FOUND.
 AC0480
 AC0480                          STATION RECOVERY (1991)
 AC0480
 AC0480'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC0480'RECOVERED IN GOOD CONDITION.
 AC0480
 AC0480                          STATION RECOVERY (1992)
 AC0480
 AC0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0480'13.9 KM (8.65 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0480'OFFICE IN WEST MIAMI, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF THE
 AC0480'WESTBOUND LANES OF THE HIGHWAY, 2.8 M (9.2 FT) SOUTH OF A WITNESS
 AC0480'POST, AND THE MONUMENT IS 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AC0480'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6756 ***********************************************************************
 AF6756  DESIGNATION -  B 360
 AF6756  PID         -  AF6756
 AF6756  STATE/COUNTY-  FL/DE SOTO
 AF6756  USGS QUAD   -  NOCATEE (1987)
 AF6756
 AF6756                         *CURRENT SURVEY CONTROL
 AF6756  ___________________________________________________________________
 AF6756* NAD 83(1986)-  27 10 21.     (N)    081 52 30.     (W)     SCALED    
 AF6756* NAVD 88     -        11.112  (meters)      36.46   (feet)  ADJUSTED  
 AF6756  ___________________________________________________________________
 AF6756  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AF6756  DYNAMIC HT  -          11.095 (meters)      36.40  (feet)  COMP
 AF6756  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AF6756
 AF6756  VERT ORDER  -  FIRST     CLASS II
 AF6756
 AF6756.The horizontal coordinates were scaled from a topographic map and have
 AF6756.an estimated accuracy of +/- 6 seconds.
 AF6756
 AF6756.The orthometric height was determined by differential leveling
 AF6756.and adjusted by the National Geodetic Survey in June 1991..
 AF6756
 AF6756.The geoid height was determined by GEOID03.
 AF6756
 AF6756.The dynamic height is computed by dividing the NAVD 88
 AF6756.geopotential number by the normal gravity value computed on the
 AF6756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6756.degrees latitude (g = 980.6199 gals.).
 AF6756
 AF6756.The modeled gravity was interpolated from observed gravity values.
 AF6756
 AF6756;                    North         East    Units  Estimated Accuracy
 AF6756;SPC FL W     -   314,520.      212,390.      MT  (+/- 180 meters Scaled)
 AF6756
 AF6756                          SUPERSEDED SURVEY CONTROL
 AF6756
 AF6756  NGVD 29 (09/01/92)   11.455  (m)           37.58   (f) ADJUSTED    1 2
 AF6756
 AF6756.Superseded values are not recommended for survey control.
 AF6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6756.See file dsdata.txt to determine how the superseded data were derived.
 AF6756
 AF6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML133058(NAD 83)
 AF6756_MARKER: DB = BENCH MARK DISK
 AF6756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF6756_SP_SET: STAINLESS STEEL ROD
 AF6756_STAMPING: B 360 1979
 AF6756_PROJECTION: PROJECTING 3 CENTIMETERS
 AF6756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6756_ROD/PIPE-DEPTH: 15.8 meters
 AF6756
 AF6756  HISTORY     - Date     Condition        Report By
 AF6756  HISTORY     - 1979     MONUMENTED       NGS
 AF6756  HISTORY     - 19970205 MARK NOT FOUND   USPSQD
 AF6756
 AF6756                          STATION DESCRIPTION
 AF6756
 AF6756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6756'3.1 MI SW FROM ARCADIA.
 AF6756'3.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 17 FROM THE COURTHOUSE IN
 AF6756'ARCADIA, AT THE JUNCTION OF FLETCHER ROAD LEADING EAST, 45 FEET NORTH
 AF6756'OF THE CENTERLINE OF THE ROAD, 25 FEET EAST OF THE CENTERLINE OF THE
 AF6756'HIGHWAY AND 1 FOOT NORTH OF A UTILITY POLE.
 AF6756'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AF6756
 AF6756                          STATION RECOVERY (1997)
 AF6756
 AF6756'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1391 ***********************************************************************
 AR1391  DESIGNATION -  B 368
 AR1391  PID         -  AR1391
 AR1391  STATE/COUNTY-  FL/ALACHUA
 AR1391  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR1391
 AR1391                         *CURRENT SURVEY CONTROL
 AR1391  ___________________________________________________________________
 AR1391* NAD 83(1986)-  29 39 53.     (N)    082 18 08.     (W)     SCALED    
 AR1391* NAVD 88     -        51.231  (meters)     168.08   (feet)  ADJUSTED  
 AR1391  ___________________________________________________________________
 AR1391  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AR1391  DYNAMIC HT  -          51.162 (meters)     167.85  (feet)  COMP
 AR1391  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 AR1391
 AR1391  VERT ORDER  -  FIRST     CLASS II
 AR1391
 AR1391.The horizontal coordinates were scaled from a topographic map and have
 AR1391.an estimated accuracy of +/- 6 seconds.
 AR1391
 AR1391.The orthometric height was determined by differential leveling
 AR1391.and adjusted by the National Geodetic Survey in June 1991..
 AR1391
 AR1391.The geoid height was determined by GEOID03.
 AR1391
 AR1391.The dynamic height is computed by dividing the NAVD 88
 AR1391.geopotential number by the normal gravity value computed on the
 AR1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1391.degrees latitude (g = 980.6199 gals.).
 AR1391
 AR1391.The modeled gravity was interpolated from observed gravity values.
 AR1391
 AR1391;                    North         East    Units  Estimated Accuracy
 AR1391;SPC FL N     -    75,730.      812,750.      MT  (+/- 180 meters Scaled)
 AR1391
 AR1391                          SUPERSEDED SURVEY CONTROL
 AR1391
 AR1391  NGVD 29 (09/01/92)   51.488  (m)          168.92   (f) ADJUSTED    1 2
 AR1391
 AR1391.Superseded values are not recommended for survey control.
 AR1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1391.See file dsdata.txt to determine how the superseded data were derived.
 AR1391
 AR1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN739823(NAD 83)
 AR1391_MARKER: DB = BENCH MARK DISK
 AR1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AR1391_SP_SET: STAINLESS STEEL ROD
 AR1391_STAMPING: B 368 1979
 AR1391_PROJECTION: RECESSED 10 CENTIMETERS
 AR1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1391_ROD/PIPE-DEPTH: 4.88 meters
 AR1391
 AR1391  HISTORY     - Date     Condition        Report By
 AR1391  HISTORY     - 1979     MONUMENTED       NGS
 AR1391
 AR1391                          STATION DESCRIPTION
 AR1391
 AR1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AR1391'1.05 MI NE FROM GAINESVILLE.
 AR1391'1.05 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF
 AR1391'STATE HIGHWAYS 24 AND 26 IN GAINESVILLE TO THE MARK ON THE RIGHT,
 AR1391'SET BETWEEN POWER POLE AND GUY WIRE AND DIRECTLY ACROSS THE HIGHWAY
 AR1391'FROM RADIO STATION WGGG, 68 FEET SOUTHEAST OF THE CENTER MEDIAN OF
 AR1391'THE HIGHWAY, 38 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET SOUTHEAST
 AR1391'OF POWER POLE NUMBER 106 211, 5 FEET NORTHWEST OF GUY WIRE.
 AR1391'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 AR1391'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2303 ***********************************************************************
 BD2303  DESIGNATION -  B 369
 BD2303  PID         -  BD2303
 BD2303  STATE/COUNTY-  FL/SUWANNEE
 BD2303  USGS QUAD   -  MAYO NE (1993)
 BD2303
 BD2303                         *CURRENT SURVEY CONTROL
 BD2303  ___________________________________________________________________
 BD2303* NAD 83(1986)-  30 14 48.     (N)    083 04 58.     (W)     SCALED    
 BD2303* NAVD 88     -        26.060  (meters)      85.50   (feet)  ADJUSTED  
 BD2303  ___________________________________________________________________
 BD2303  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BD2303  DYNAMIC HT  -          26.026 (meters)      85.39  (feet)  COMP
 BD2303  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BD2303
 BD2303  VERT ORDER  -  FIRST     CLASS II
 BD2303
 BD2303.The horizontal coordinates were scaled from a topographic map and have
 BD2303.an estimated accuracy of +/- 6 seconds.
 BD2303
 BD2303.The orthometric height was determined by differential leveling
 BD2303.and adjusted by the National Geodetic Survey in June 1991..
 BD2303
 BD2303.The geoid height was determined by GEOID03.
 BD2303
 BD2303.The dynamic height is computed by dividing the NAVD 88
 BD2303.geopotential number by the normal gravity value computed on the
 BD2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2303.degrees latitude (g = 980.6199 gals.).
 BD2303
 BD2303.The modeled gravity was interpolated from observed gravity values.
 BD2303
 BD2303;                    North         East    Units  Estimated Accuracy
 BD2303;SPC FL N     -   139,040.      736,390.      MT  (+/- 180 meters Scaled)
 BD2303
 BD2303                          SUPERSEDED SURVEY CONTROL
 BD2303
 BD2303.No superseded survey control is available for this station.
 BD2303
 BD2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP995479(NAD 83)
 BD2303_MARKER: DB = BENCH MARK DISK
 BD2303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BD2303_SP_SET: STAINLESS STEEL ROD
 BD2303_STAMPING: B 369 1979
 BD2303_PROJECTION: RECESSED 10 CENTIMETERS
 BD2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2303_ROD/PIPE-DEPTH: 4.88 meters
 BD2303
 BD2303  HISTORY     - Date     Condition        Report By
 BD2303  HISTORY     - 1979     MONUMENTED       NGS
 BD2303
 BD2303                          STATION DESCRIPTION
 BD2303
 BD2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BD2303'7.0 MI SW FROM LIVE OAK.
 BD2303'4.85 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF STATE
 BD2303'HIGHWAYS 51 AND 129 IN LIVE OAK THENCE 2.15 MILES WEST ALONG COUNTY
 BD2303'ROAD 250 TO THE MARK ON THE RIGHT, 45 FEET NORTH OF THE CENTERLINE
 BD2303'OF ROAD, 2 FEET WEST OF A TELEPHONE CABLE JUNCTION BOX.
 BD2303'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BD2303'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC0679 ***********************************************************************
 AC0679  DESIGNATION -  B 37
 AC0679  PID         -  AC0679
 AC0679  STATE/COUNTY-  FL/COLLIER
 AC0679  USGS QUAD   -  ROYAL PALM HAMMOCK (1973)
 AC0679
 AC0679                         *CURRENT SURVEY CONTROL
 AC0679  ___________________________________________________________________
 AC0679* NAD 83(1990)-  25 59 44.58264(N)    081 35 39.07260(W)     ADJUSTED  
 AC0679* NAVD 88     -         1.316  (meters)       4.32   (feet)  POSTED    
 AC0679  ___________________________________________________________________
 AC0679  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AC0679  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AC0679  DYNAMIC HT  -           1.310 (meters)       4.30  (feet)  COMP
 AC0679  MODELED GRAV-     979,037.1   (mgal)                       NAVD 88
 AC0679
 AC0679  HORZ ORDER  -  SECOND
 AC0679  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AC0679
 AC0679.The horizontal coordinates were established by classical geodetic methods
 AC0679.and adjusted by the National Geodetic Survey in August 1993..
 AC0679
 AC0679.The orthometric height was determined by differential leveling
 AC0679.and adjusted by the National Geodetic Survey in 1992..
 AC0679.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AC0679.rate of 0.0 thru 1.0 mm/km.
 AC0679
 AC0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC0679
 AC0679.The geoid height was determined by GEOID03.
 AC0679
 AC0679.The dynamic height is computed by dividing the NAVD 88
 AC0679.geopotential number by the normal gravity value computed on the
 AC0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0679.degrees latitude (g = 980.6199 gals.).
 AC0679
 AC0679.The modeled gravity was interpolated from observed gravity values.
 AC0679
 AC0679;                    North         East     Units Scale Factor Converg.
 AC0679;SPC FL E     -   184,275.617   140,512.054   MT  0.99998486   -0 15 37.6
 AC0679;SPC FL E     -   604,577.59    460,996.63   sFT  0.99998486   -0 15 37.6
 AC0679;UTM  17      - 2,875,344.724   440,532.351   MT  0.99964366   -0 15 37.6
 AC0679
 AC0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0679!SPC FL E     -   1.00000348  x   0.99998486  =   0.99998834
 AC0679!UTM  17      -   1.00000348  x   0.99964366  =   0.99964714
 AC0679
 AC0679                          SUPERSEDED SURVEY CONTROL
 AC0679
 AC0679  NAD 83(1990)-  25 59 44.58284(N)    081 35 39.07313(W) AD(       ) 2
 AC0679  NAD 83(1986)-  25 59 44.57893(N)    081 35 39.08692(W) AD(       ) 2
 AC0679  NAD 27      -  25 59 43.23428(N)    081 35 39.78511(W) AD(       ) 2
 AC0679  NGVD 29 (??/??/92)    1.738  (m)            5.70   (f) ADJ UNCH    1 2
 AC0679
 AC0679.Superseded values are not recommended for survey control.
 AC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0679.See file dsdata.txt to determine how the superseded data were derived.
 AC0679
 AC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4053275345(NAD 83)
 AC0679_MARKER: DB = BENCH MARK DISK
 AC0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AC0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0679+STABILITY: SURFACE MOTION
 AC0679
 AC0679  HISTORY     - Date     Condition        Report By
 AC0679  HISTORY     - 1934     MONUMENTED       CGS
 AC0679  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0679
 AC0679                          STATION DESCRIPTION
 AC0679
 AC0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AC0679'SEE STATION MARCO
 AC0679
 AC0679                          STATION RECOVERY (1999)
 AC0679
 AC0679'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7202 ***********************************************************************
 AE7202  DESIGNATION -  B 37
 AE7202  PID         -  AE7202
 AE7202  STATE/COUNTY-  FL/BROWARD
 AE7202  USGS QUAD   -  CORAL SPRINGS NE (1983)
 AE7202
 AE7202                         *CURRENT SURVEY CONTROL
 AE7202  ___________________________________________________________________
 AE7202* NAD 83(1986)-  26 18 37.     (N)    080 17 52.     (W)     SCALED    
 AE7202* NAVD 88     -         6.480  (meters)      21.26   (feet)  ADJUSTED  
 AE7202  ___________________________________________________________________
 AE7202  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AE7202  DYNAMIC HT  -           6.470 (meters)      21.23  (feet)  COMP
 AE7202  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 AE7202
 AE7202  VERT ORDER  -  FIRST     CLASS II
 AE7202
 AE7202.The horizontal coordinates were scaled from a topographic map and have
 AE7202.an estimated accuracy of +/- 6 seconds.
 AE7202
 AE7202.The orthometric height was determined by differential leveling
 AE7202.and adjusted by the National Geodetic Survey in March 1998..
 AE7202
 AE7202.The geoid height was determined by GEOID03.
 AE7202
 AE7202.The dynamic height is computed by dividing the NAVD 88
 AE7202.geopotential number by the normal gravity value computed on the
 AE7202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7202.degrees latitude (g = 980.6199 gals.).
 AE7202
 AE7202.The modeled gravity was interpolated from observed gravity values.
 AE7202
 AE7202;                    North         East    Units  Estimated Accuracy
 AE7202;SPC FL E     -   219,180.      270,120.      MT  (+/- 180 meters Scaled)
 AE7202
 AE7202                          SUPERSEDED SURVEY CONTROL
 AE7202
 AE7202.No superseded survey control is available for this station.
 AE7202
 AE7202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK700102(NAD 83)
 AE7202_MARKER: DD = SURVEY DISK
 AE7202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7202_STAMPING: B-37 1971
 AE7202_MARK LOGO: SFLWMD
 AE7202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7202+STABILITY: SURFACE MOTION
 AE7202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7202+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1997
 AE7202
 AE7202  HISTORY     - Date     Condition        Report By
 AE7202  HISTORY     - 1971     MONUMENTED       SFLWMD
 AE7202  HISTORY     - 19970913 GOOD             FLDEP
 AE7202
 AE7202                          STATION DESCRIPTION
 AE7202
 AE7202'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7202'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTHWEST OF PARKLAND, 1.7 MI (2.7
 AE7202'KM) SOUTH OF THE PALM BEACH-BROWARD COUNTY LINE, ON LEVEE 36 ON THE
 AE7202'EAST EDGE OF THE EVERGLADES WILDLIFE MANAGEMENT CONSERVATION AREA
 AE7202'NUMBER 2, IN ESTIMATED SECTION 36, TOWNSHIP 48 SOUTH, RANGE 40 EAST.
 AE7202'TO REACH THE MARK FROM THE SAWGRASS EXPRESSWAY OVERPASS AND THE
 AE7202'JUNCTION OF U.S.  HIGHWAY 441 (STATE ROAD 7) IN PARKLAND, GO NORTH ON
 AE7202'U.S.  HIGHWAY 441 (STATE ROAD 7) FOR 1.8 MI (2.9 KM) TO THE JUNCTION
 AE7202'OF STATE ROAD 827 ON THE LEFT, JUST SOUTH OF THE BROWARD-PALM BEACH
 AE7202'COUNTY LINE, TURN LEFT ON STATE ROAD 827 AND GO NORTHWESTERLY FOR 6.3
 AE7202'MI (10.1 KM) TO THE END OF THE PAVEMENT AND STATE ROAD 827 AND THE
 AE7202'ENTRANCE TO THE LOXAHATCHEE NATIONAL WILDLIFE REFUGE, CONTINUE AHEAD
 AE7202'ON THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO THE TOP OF THE LEVEE AND
 AE7202'THE T-JUNCTION OF THE NORTH-SOUTH LEVEE L-36, TURN LEFT ON THE LEVEE
 AE7202'ROAD AND GO SOUTH FOR 0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING
 AE7202'THROUGH THE GATE, CONTINUE SOUTH ON THE LEVEE ROAD FOR 2.85 MI (4.59
 AE7202'KM) TO A TURNOUT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AE7202'CONCRETE MONUMENT FLUSH WITH THE GROUND AND THE LEVEE ROAD. LOCATED
 AE7202'14.0 FT (4.3 M) SOUTHEAST OF SURVEY MARK FCE 3940, 10.2 EAST OF THE
 AE7202'APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 8.0 FT (2.4 M) WEST OF A
 AE7202'SFWMD METAL WITNESS POST. NOTE FOR KEY CONTACT SOUTH FLORIDA WATER
 AE7202'MANAGEMENT DISTRICT (561) 686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD2267 ***********************************************************************
 BD2267  DESIGNATION -  B 370
 BD2267  PID         -  BD2267
 BD2267  STATE/COUNTY-  FL/BAKER
 BD2267  USGS QUAD   -  MACCLENNY WEST (1993)
 BD2267
 BD2267                         *CURRENT SURVEY CONTROL
 BD2267  ___________________________________________________________________
 BD2267* NAD 83(1986)-  30 16 42.     (N)    082 08 42.     (W)     SCALED    
 BD2267* NAVD 88     -        28.765  (meters)      94.37   (feet)  ADJUSTED  
 BD2267  ___________________________________________________________________
 BD2267  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BD2267  DYNAMIC HT  -          28.728 (meters)      94.25  (feet)  COMP
 BD2267  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BD2267
 BD2267  VERT ORDER  -  FIRST     CLASS II
 BD2267
 BD2267.The horizontal coordinates were scaled from a topographic map and have
 BD2267.an estimated accuracy of +/- 6 seconds.
 BD2267
 BD2267.The orthometric height was determined by differential leveling
 BD2267.and adjusted by the National Geodetic Survey in June 1991..
 BD2267
 BD2267.The geoid height was determined by GEOID03.
 BD2267
 BD2267.The dynamic height is computed by dividing the NAVD 88
 BD2267.geopotential number by the normal gravity value computed on the
 BD2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2267.degrees latitude (g = 980.6199 gals.).
 BD2267
 BD2267.The modeled gravity was interpolated from observed gravity values.
 BD2267
 BD2267;                    North         East    Units  Estimated Accuracy
 BD2267;SPC FL N     -   144,040.      826,560.      MT  (+/- 180 meters Scaled)
 BD2267
 BD2267                          SUPERSEDED SURVEY CONTROL
 BD2267
 BD2267.No superseded survey control is available for this station.
 BD2267
 BD2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP898501(NAD 83)
 BD2267_MARKER: DB = BENCH MARK DISK
 BD2267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD2267_SP_SET: BRIDGE
 BD2267_STAMPING: B 370 1979 95.295
 BD2267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2267
 BD2267  HISTORY     - Date     Condition        Report By
 BD2267  HISTORY     - 1979     MONUMENTED       FLDT
 BD2267  HISTORY     - 1979     GOOD             NGS
 BD2267  HISTORY     - 20020824 MARK NOT FOUND   FLDEP
 BD2267  HISTORY     - 20040106 MARK NOT FOUND   FLDEP
 BD2267
 BD2267                          STATION DESCRIPTION
 BD2267
 BD2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BD2267'0.9 MI EAST FROM GLEN ST MARY.
 BD2267'0.9 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN GLEN ST
 BD2267'MARY TO THE MARK ON THE RIGHT, 1.65 MILES WEST OF THE BAKER COUNTY
 BD2267'COURTHOUSE IN MACCLENNY, SET IN THE SOUTHWEST  CORNER OF THE HIGHWAY
 BD2267'90 OVERPASS BRIDGE OVER ST MARYS RIVER, 15 FEET SOUTH OF CENTER OF
 BD2267'BRIDGE.
 BD2267'THE MARK IS 1 FT ABOVE HIGHWAY.
 BD2267
 BD2267                          STATION RECOVERY (2002)
 BD2267
 BD2267'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 BD2267'MARK NOT FOUND.
 BD2267
 BD2267                          STATION RECOVERY (2004)
 BD2267
 BD2267'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 BD2267'THE AREA WAS SEARCHED THE MARK WAS NOT RECOVERED, THE BRIDGE WAS
 BD2267'REBUILT IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1477 ***********************************************************************
 BC1477  DESIGNATION -  B 371
 BC1477  PID         -  BC1477
 BC1477  STATE/COUNTY-  FL/DUVAL
 BC1477  USGS QUAD   -  FIFTONE (1993)
 BC1477
 BC1477                         *CURRENT SURVEY CONTROL
 BC1477  ___________________________________________________________________
 BC1477* NAD 83(1986)-  30 14 44.     (N)    081 59 51.     (W)     SCALED    
 BC1477* NAVD 88     -        27.114  (meters)      88.96   (feet)  ADJUSTED  
 BC1477  ___________________________________________________________________
 BC1477  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BC1477  DYNAMIC HT  -          27.078 (meters)      88.84  (feet)  COMP
 BC1477  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BC1477
 BC1477  VERT ORDER  -  FIRST     CLASS II
 BC1477
 BC1477.The horizontal coordinates were scaled from a topographic map and have
 BC1477.an estimated accuracy of +/- 6 seconds.
 BC1477
 BC1477.The orthometric height was determined by differential leveling
 BC1477.and adjusted by the National Geodetic Survey in June 1991..
 BC1477
 BC1477.The geoid height was determined by GEOID03.
 BC1477
 BC1477.The dynamic height is computed by dividing the NAVD 88
 BC1477.geopotential number by the normal gravity value computed on the
 BC1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1477.degrees latitude (g = 980.6199 gals.).
 BC1477
 BC1477.The modeled gravity was interpolated from observed gravity values.
 BC1477
 BC1477;                    North         East    Units  Estimated Accuracy
 BC1477;SPC FL E     -   655,510.      104,000.      MT  (+/- 180 meters Scaled)
 BC1477
 BC1477                          SUPERSEDED SURVEY CONTROL
 BC1477
 BC1477  NGVD 29 (09/01/92)   27.406  (m)           89.91   (f) ADJUSTED    1 2
 BC1477
 BC1477.Superseded values are not recommended for survey control.
 BC1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1477.See file dsdata.txt to determine how the superseded data were derived.
 BC1477
 BC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP040464(NAD 83)
 BC1477_MARKER: DB = BENCH MARK DISK
 BC1477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1477_SP_SET: HEADWALL
 BC1477_STAMPING: B 371 1979
 BC1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1477+STABILITY: SURFACE MOTION
 BC1477
 BC1477  HISTORY     - Date     Condition        Report By
 BC1477  HISTORY     - 1979     MONUMENTED       NGS
 BC1477
 BC1477                          STATION DESCRIPTION
 BC1477
 BC1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BC1477'3.15 MI NE FROM MAXVILLE.
 BC1477'3.15 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE JUNCTION OF 301
 BC1477'AND STATE HIGHWAY 228 IN MAXVILLE TO THE MARK ON THE RIGHT, SET IN TOP
 BC1477'OF THE NORTH END OF HEADWALL OF EAST CULVERT UNDER HIGHWAY, 30.5 FEET
 BC1477'EAST OF CENTERLINE OF NORTHBOUND LANE OF HIGHWAY, 14 FEET SOUTH OF
 BC1477'NORTH END OF CULVERT, 8.5 FEET EAST OF GUARDRAIL.
 BC1477'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7200 ***********************************************************************
 AE7200  DESIGNATION -  B 38
 AE7200  PID         -  AE7200
 AE7200  STATE/COUNTY-  FL/BROWARD
 AE7200  USGS QUAD   -  CORAL SPRINGS NE (1983)
 AE7200
 AE7200                         *CURRENT SURVEY CONTROL
 AE7200  ___________________________________________________________________
 AE7200* NAD 83(1986)-  26 17 44.     (N)    080 17 52.     (W)     SCALED    
 AE7200* NAVD 88     -         6.382  (meters)      20.94   (feet)  ADJUSTED  
 AE7200  ___________________________________________________________________
 AE7200  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AE7200  DYNAMIC HT  -           6.372 (meters)      20.91  (feet)  COMP
 AE7200  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 AE7200
 AE7200  VERT ORDER  -  FIRST     CLASS II
 AE7200
 AE7200.The horizontal coordinates were scaled from a topographic map and have
 AE7200.an estimated accuracy of +/- 6 seconds.
 AE7200
 AE7200.The orthometric height was determined by differential leveling
 AE7200.and adjusted by the National Geodetic Survey in March 1998..
 AE7200
 AE7200.The geoid height was determined by GEOID03.
 AE7200
 AE7200.The dynamic height is computed by dividing the NAVD 88
 AE7200.geopotential number by the normal gravity value computed on the
 AE7200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7200.degrees latitude (g = 980.6199 gals.).
 AE7200
 AE7200.The modeled gravity was interpolated from observed gravity values.
 AE7200
 AE7200;                    North         East    Units  Estimated Accuracy
 AE7200;SPC FL E     -   217,550.      270,130.      MT  (+/- 180 meters Scaled)
 AE7200
 AE7200                          SUPERSEDED SURVEY CONTROL
 AE7200
 AE7200.No superseded survey control is available for this station.
 AE7200
 AE7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK701086(NAD 83)
 AE7200_MARKER: DD = SURVEY DISK
 AE7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7200_STAMPING: B-38 1971B
 AE7200_MARK LOGO: SFLWMD
 AE7200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7200+STABILITY: SURFACE MOTION
 AE7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7200+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1997
 AE7200
 AE7200  HISTORY     - Date     Condition        Report By
 AE7200  HISTORY     - 1971     MONUMENTED       SFLWMD
 AE7200  HISTORY     - 19970913 GOOD             FLDEP
 AE7200
 AE7200                          STATION DESCRIPTION
 AE7200
 AE7200'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7200'THE MARK IS ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF PARKLAND, 2.7 MI
 AE7200'(4.3 KM) SOUTH OF THE PALM BEACH-BROWARD COUNTY LINE, 2.3 MI (3.7 KM)
 AE7200'WEST OF CORAL SPRINGS, ON LEVEE 36 ON THE EAST EDGE OF THE EVERGLADES
 AE7200'WILDLIFE MANAGEMENT CONSERVATION AREA NUMBER 2, IN ESTIMATED SECTION
 AE7200'1, TOWNSHIP 48 SOUTH, RANGE 40 EAST. TO REACH THE MARK FROM THE
 AE7200'SAWGRASS EXPESSWAY OVERPASS AND THE JUNCTION OF U.S.  HIGHWAY 441
 AE7200'(STATE ROAD 7) IN PARKLAND, GO NORTH ON U.S.  HIGHWAY 441 (STATE ROAD
 AE7200'7) FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF STATE ROAD 827 ON THE LEFT,
 AE7200'JUST SOUTH OF THE BROWARD-PALM BEACH COUNTY LINE, TURN LEFT ON STATE
 AE7200'ROAD 827 AND GO NORTHWESTERLY FOR 6.3 MI (10.1 KM) TO THE END OF THE
 AE7200'PAVEMENT AND STATE ROAD 827 AND THE ENTRANCE TO THE LOXAHATCHEE
 AE7200'NATIONAL WILDLIFE REFUGE, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.05
 AE7200'MI (0.08 KM) TO THE TOP OF THE LEVEE AND THE T-JUNCTION OF THE
 AE7200'NORTH-SOUTH LEVEE L-36, TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR
 AE7200'0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE, CONTINUE
 AE7200'SOUTH ON THE LEVEE ROAD FOR 3.85 MI (6.20 KM) TO A TURNOUT ON THE LEFT
 AE7200'AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AE7200'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND THE LEVEE
 AE7200'ROAD. LOCATED 19.0 FT (5.8 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AE7200'THE LEVEE ROAD AND 10.0 FT (3.0 M) WEST OF A SFWMD METAL WITNESS POST.
 AE7200'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT (561)
 AE7200'686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3437 ***********************************************************************
 BG3437  DESIGNATION -  B 380
 BG3437  PID         -  BG3437
 BG3437  STATE/COUNTY-  FL/ESCAMBIA
 BG3437  USGS QUAD   -  PENSACOLA (1994)
 BG3437
 BG3437                         *CURRENT SURVEY CONTROL
 BG3437  ___________________________________________________________________
 BG3437* NAD 83(1986)-  30 28 15.     (N)    087 09 41.     (W)     SCALED    
 BG3437* NAVD 88     -         1.834  (meters)       6.02   (feet)  ADJUSTED  
 BG3437  ___________________________________________________________________
 BG3437  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG3437  DYNAMIC HT  -           1.832 (meters)       6.01  (feet)  COMP
 BG3437  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 BG3437
 BG3437  VERT ORDER  -  FIRST     CLASS II
 BG3437
 BG3437.The horizontal coordinates were scaled from a topographic map and have
 BG3437.an estimated accuracy of +/- 6 seconds.
 BG3437
 BG3437.The orthometric height was determined by differential leveling
 BG3437.and adjusted by the National Geodetic Survey in June 1991..
 BG3437
 BG3437.The geoid height was determined by GEOID03.
 BG3437
 BG3437.The dynamic height is computed by dividing the NAVD 88
 BG3437.geopotential number by the normal gravity value computed on the
 BG3437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3437.degrees latitude (g = 980.6199 gals.).
 BG3437
 BG3437.The modeled gravity was interpolated from observed gravity values.
 BG3437
 BG3437;                    North         East    Units  Estimated Accuracy
 BG3437;SPC FL N     -   166,020.      344,470.      MT  (+/- 180 meters Scaled)
 BG3437
 BG3437                          SUPERSEDED SURVEY CONTROL
 BG3437
 BG3437  NGVD 29 (??/??/??)    1.778  (m)            5.83   (f) ADJUSTED    1 2
 BG3437
 BG3437.Superseded values are not recommended for survey control.
 BG3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3437.See file dsdata.txt to determine how the superseded data were derived.
 BG3437
 BG3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU845709(NAD 83)
 BG3437_MARKER: I = METAL ROD
 BG3437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BG3437_SP_SET: STAINLESS STEEL ROD
 BG3437_STAMPING: B 380 1980
 BG3437_PROJECTION: RECESSED 5 CENTIMETERS
 BG3437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3437_ROD/PIPE-DEPTH: 13.4 meters
 BG3437
 BG3437  HISTORY     - Date     Condition        Report By
 BG3437  HISTORY     - 1980     MONUMENTED       NGS
 BG3437  HISTORY     - 20030604 MARK NOT FOUND   USPSQD
 BG3437
 BG3437                          STATION DESCRIPTION
 BG3437
 BG3437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BG3437'6.3 KM NE FROM PENSACOLA.
 BG3437'6.3 KILOMETERS (3.95 MILES) NORTHEAST ALONG U.S. HIGHWAY 90
 BG3437'FROM THE EAST END OF THE HIGHWAY BRIDGE OVER BAYOU TEXAR IN
 BG3437'PENSACOLA, DIRECTLY ACROSS THE HIGHWAY FROM THE JUNCTION OF
 BG3437'MONOLETE ROAD, SET ON THE WEST SIDE OF POWER POLE (A BRACE POLE
 BG3437'WITH CABLES CROSSING HIGHWAY FOR POWER POLE NUMBER 1616-54468
 BG3437'WITH A STREET LIGHT), 44.2 METERS (145 FEET) NORTH OF THE
 BG3437'NORTHWEST END OF A METAL GUARDRAIL, 9.1 METERS (30 FEET)
 BG3437'EAST TO THE CENTER OF THE HIGHWAY, 4.8 METERS (16 FEET) WEST
 BG3437'OF A 4-FOOT HIGH WIRE RIGHT-OF-WAY FENCE, 0.6 METERS (2 FEET)
 BG3437'WEST OF THE BRACE POLE.
 BG3437'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BG3437'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3437
 BG3437                          STATION RECOVERY (2003)
 BG3437
 BG3437'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3437'MONOLETE ROAD IS NOW KNOWN AS MANOLETE DRIVE AND POLE NUMBER IS
 BG3437'16162-54468
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1947 ***********************************************************************
 AG1947  DESIGNATION -  B 39
 AG1947  PID         -  AG1947
 AG1947  STATE/COUNTY-  FL/SARASOTA
 AG1947  USGS QUAD   -  BEE RIDGE (1987)
 AG1947
 AG1947                         *CURRENT SURVEY CONTROL
 AG1947  ___________________________________________________________________
 AG1947* NAD 83(1986)-  27 16 02.     (N)    082 28 47.     (W)     SCALED    
 AG1947* NAVD 88     -         7.413  (meters)      24.32   (feet)  ADJUSTED  
 AG1947  ___________________________________________________________________
 AG1947  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AG1947  DYNAMIC HT  -           7.402 (meters)      24.28  (feet)  COMP
 AG1947  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 AG1947
 AG1947  VERT ORDER  -  FIRST     CLASS I
 AG1947
 AG1947.The horizontal coordinates were scaled from a topographic map and have
 AG1947.an estimated accuracy of +/- 6 seconds.
 AG1947
 AG1947.The orthometric height was determined by differential leveling
 AG1947.and adjusted by the National Geodetic Survey in June 1991..
 AG1947
 AG1947.The geoid height was determined by GEOID03.
 AG1947
 AG1947.The dynamic height is computed by dividing the NAVD 88
 AG1947.geopotential number by the normal gravity value computed on the
 AG1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1947.degrees latitude (g = 980.6199 gals.).
 AG1947
 AG1947.The modeled gravity was interpolated from observed gravity values.
 AG1947
 AG1947;                    North         East    Units  Estimated Accuracy
 AG1947;SPC FL W     -   325,100.      152,500.      MT  (+/- 180 meters Scaled)
 AG1947
 AG1947                          SUPERSEDED SURVEY CONTROL
 AG1947
 AG1947  NGVD 29 (09/01/92)    7.747  (m)           25.42   (f) ADJUSTED    1 1
 AG1947
 AG1947.Superseded values are not recommended for survey control.
 AG1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1947.See file dsdata.txt to determine how the superseded data were derived.
 AG1947
 AG1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL535169(NAD 83)
 AG1947_MARKER: DB = BENCH MARK DISK
 AG1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1947_SP_SET: CONCRETE POST
 AG1947_STAMPING: B 39 1933 25.417
 AG1947_MARK LOGO: CGS   
 AG1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1947+STABILITY: SURFACE MOTION
 AG1947
 AG1947  HISTORY     - Date     Condition        Report By
 AG1947  HISTORY     - 1933     MONUMENTED       CGS
 AG1947  HISTORY     - 1966     GOOD             NGS
 AG1947  HISTORY     - 1980     GOOD             FLDNR
 AG1947  HISTORY     - 1980     GOOD             FLDNR
 AG1947  HISTORY     - 1984     GOOD             FLDT
 AG1947  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AG1947
 AG1947                          STATION DESCRIPTION
 AG1947
 AG1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1947'7.5 MI SE FROM SARASOTA.
 AG1947'7.5 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 AG1947'THE STATION AT SARASOTA, ABOUT 0.2 MILE SOUTH OF THE CROSSING
 AG1947'OF CLARKS ROAD, NEAR MILEPOST 891, 30.0 FEET WEST OF THE WEST
 AG1947'RAIL OF THE MAIN TRACK, 45 FEET SOUTHWEST OF THE MILEPOST, 18.0
 AG1947'FEET EAST OF THE RIGHT-OF-WAY FENCE, 20 FEET SOUTH-SOUTHEAST OF
 AG1947'A TELEPHONE POLE, 2.5 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 AG1947'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 AG1947'CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE MARK IS IN A
 AG1947'LOCATION WHERE IT MIGHT BE RUN OVER BY TRAFFIC ALONG A DIM TRAIL.
 AG1947
 AG1947                          STATION RECOVERY (1980)
 AG1947
 AG1947'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AG1947'RECOVERED IN GOOD CONDITION.
 AG1947
 AG1947                          STATION RECOVERY (1980)
 AG1947
 AG1947'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AG1947'RECOVERED IN GOOD CONDITION.
 AG1947
 AG1947                          STATION RECOVERY (1984)
 AG1947
 AG1947'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984
 AG1947'RECOVERED IN GOOD CONDITION.
 AG1947
 AG1947                          STATION RECOVERY (2002)
 AG1947
 AG1947'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG1947'RIGHT OF WAY ONLY CLEARED 10FT FROM RAIL ITS IN A JUNGLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1832 ***********************************************************************
 BE1832  DESIGNATION -  B 391
 BE1832  PID         -  BE1832
 BE1832  STATE/COUNTY-  FL/GADSDEN
 BE1832  USGS QUAD   -  MIDWAY (1976)
 BE1832
 BE1832                         *CURRENT SURVEY CONTROL
 BE1832  ___________________________________________________________________
 BE1832* NAD 83(1986)-  30 29 23.     (N)    084 25 33.     (W)     SCALED    
 BE1832* NAVD 88     -        29.253  (meters)      95.97   (feet)  ADJUSTED  
 BE1832  ___________________________________________________________________
 BE1832  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE1832  DYNAMIC HT  -          29.215 (meters)      95.85  (feet)  COMP
 BE1832  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 BE1832  OBS GRAVITY -     979,346.9   (mgal)                       GRAV_OBS
 BE1832
 BE1832  VERT ORDER  -  FIRST     CLASS II
 BE1832
 BE1832.The horizontal coordinates were scaled from a topographic map and have
 BE1832.an estimated accuracy of +/- 6 seconds.
 BE1832
 BE1832.The orthometric height was determined by differential leveling
 BE1832.and adjusted by the National Geodetic Survey in June 1991..
 BE1832
 BE1832.The geoid height was determined by GEOID03.
 BE1832
 BE1832.The dynamic height is computed by dividing the NAVD 88
 BE1832.geopotential number by the normal gravity value computed on the
 BE1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1832.degrees latitude (g = 980.6199 gals.).
 BE1832
 BE1832.The modeled gravity was interpolated from observed gravity values.
 BE1832.The observed gravity was obtained from relative gravimeter ties
 BE1832.to the IGSN71 gravity network.
 BE1832
 BE1832;                    North         East    Units  Estimated Accuracy
 BE1832;SPC FL N     -   165,140.      607,120.      MT  (+/- 180 meters Scaled)
 BE1832
 BE1832                          SUPERSEDED SURVEY CONTROL
 BE1832
 BE1832.No superseded survey control is available for this station.
 BE1832
 BE1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU470758(NAD 83)
 BE1832_MARKER: I = METAL ROD
 BE1832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BE1832_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BE1832_STAMPING: B 391 1981
 BE1832_MARK LOGO: NGS   
 BE1832_PROJECTION: FLUSH
 BE1832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BE1832+STABILITY: POSITION/ELEVATION WELL
 BE1832_ROD/PIPE-DEPTH: 11.0 meters
 BE1832_SLEEVE-DEPTH  : 6.0 meters
 BE1832
 BE1832  HISTORY     - Date     Condition        Report By
 BE1832  HISTORY     - 1981     MONUMENTED       NGS
 BE1832  HISTORY     - 20000105 GOOD             USPSQD
 BE1832
 BE1832                          STATION DESCRIPTION
 BE1832
 BE1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1832'16.15 KM (10.05 MI) WES FROM TALLAHASSEE.
 BE1832'16.15 KILOMETERS (10.05 MILES) WEST ALONG US HIGHWAY 90 FROM THE
 BE1832'JUNCTION OF US HIGHWAY 27 IN TALLAHASSEE, TO THE MARK ON THE LEFT,
 BE1832'ALSO 19.4 KILOMETERS (12.05 MILES) EAST ALONG US HIGHWAY 90 FROM THE
 BE1832'GADSDEN COUNTY COURTHOUSE IN QUINCY, SET SOUTHEAST OF THE SOUTHEAST
 BE1832'ONE OF THREE PIERS OF THE EASTBOUND OVERPASS BRIDGE OF INTERSTATE 10,
 BE1832'13.72 METERS (45 FEET) SOUTHWEST OF THE CENTER LINE OF THE EASTBOUND
 BE1832'LANE OF THE HIGHWAY, 5.5 METERS (18 FEET) SOUTHEAST OF THE SOUTHEAST
 BE1832'PIER.
 BE1832'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 BE1832'THE MARK IS 0.2 M BELOW HIGHWAY.
 BE1832
 BE1832                          STATION RECOVERY (2000)
 BE1832
 BE1832'RECOVERY NOTE BY US POWER SQUADRON 2000
 BE1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1853 ***********************************************************************
 BE1853  DESIGNATION -  B 392
 BE1853  PID         -  BE1853
 BE1853  STATE/COUNTY-  FL/GADSDEN
 BE1853  USGS QUAD   -  CHATTAHOOCHEE (1994)
 BE1853
 BE1853                         *CURRENT SURVEY CONTROL
 BE1853  ___________________________________________________________________
 BE1853* NAD 83(1986)-  30 41 43.     (N)    084 45 39.     (W)     SCALED    
 BE1853* NAVD 88     -        86.320  (meters)     283.20   (feet)  ADJUSTED  
 BE1853  ___________________________________________________________________
 BE1853  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BE1853  DYNAMIC HT  -          86.209 (meters)     282.84  (feet)  COMP
 BE1853  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 BE1853
 BE1853  VERT ORDER  -  FIRST     CLASS II
 BE1853
 BE1853.The horizontal coordinates were scaled from a topographic map and have
 BE1853.an estimated accuracy of +/- 6 seconds.
 BE1853
 BE1853.The orthometric height was determined by differential leveling
 BE1853.and adjusted by the National Geodetic Survey in June 1991..
 BE1853
 BE1853.The geoid height was determined by GEOID03.
 BE1853
 BE1853.The dynamic height is computed by dividing the NAVD 88
 BE1853.geopotential number by the normal gravity value computed on the
 BE1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1853.degrees latitude (g = 980.6199 gals.).
 BE1853
 BE1853.The modeled gravity was interpolated from observed gravity values.
 BE1853
 BE1853;                    North         East    Units  Estimated Accuracy
 BE1853;SPC FL N     -   187,950.      575,010.      MT  (+/- 180 meters Scaled)
 BE1853
 BE1853                          SUPERSEDED SURVEY CONTROL
 BE1853
 BE1853.No superseded survey control is available for this station.
 BE1853
 BE1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU144979(NAD 83)
 BE1853_MARKER: I = METAL ROD
 BE1853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BE1853_SP_SET: STAINLESS STEEL ROD
 BE1853_STAMPING: B 392 1981
 BE1853_MARK LOGO: NGS   
 BE1853_PROJECTION: FLUSH
 BE1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1853_ROD/PIPE-DEPTH: 19.5 meters
 BE1853
 BE1853  HISTORY     - Date     Condition        Report By
 BE1853  HISTORY     - 1981     MONUMENTED       NGS
 BE1853  HISTORY     - 19991002 GOOD             USPSQD
 BE1853
 BE1853                          STATION DESCRIPTION
 BE1853
 BE1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1853'7.9 KM (4.9 MI) NW FROM MT PLEASANT.
 BE1853'7.9 KILOMETERS (4.9 MILES) WEST ALONG U.S. HIGHWAY 90 FROM THE
 BE1853'JUNCTION OF COUNTY ROAD 379 IN MT PLEASANT, TO THE MARK ON THE
 BE1853'LEFT, AT THE NORTHEAST END OF THE NORTHEAST BLOCK COLUMN AT THE
 BE1853'ENTRANCE TO THE MT PLEASANT CEMETERY, 11.6 METERS (38 FEET)
 BE1853'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11.0 METERS
 BE1853'(36.1 FEET) EAST-SOUTHEAST OF A 6-FOOT HIGH UTILITY POLE WITH FOUR
 BE1853'TELEPHONE JUNCTION BOXES, 0.58 METER (1.9 FEET) NORTHEAST OF THE
 BE1853'NORTHEAST END TO THE NORTHEAST BLOCK ENTRANCE COLUMN.
 BE1853'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BE1853
 BE1853                          STATION RECOVERY (1999)
 BE1853
 BE1853'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1879 ***********************************************************************
 BE1879  DESIGNATION -  B 393
 BE1879  PID         -  BE1879
 BE1879  STATE/COUNTY-  FL/JACKSON
 BE1879  USGS QUAD   -  CYPRESS (1994)
 BE1879
 BE1879                         *CURRENT SURVEY CONTROL
 BE1879  ___________________________________________________________________
 BE1879* NAD 83(1986)-  30 44 26.     (N)    085 07 24.     (W)     SCALED    
 BE1879* NAVD 88     -        44.248  (meters)     145.17   (feet)  ADJUSTED  
 BE1879  ___________________________________________________________________
 BE1879  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BE1879  DYNAMIC HT  -          44.190 (meters)     144.98  (feet)  COMP
 BE1879  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 BE1879
 BE1879  VERT ORDER  -  FIRST     CLASS II
 BE1879
 BE1879.The horizontal coordinates were scaled from a topographic map and have
 BE1879.an estimated accuracy of +/- 6 seconds.
 BE1879
 BE1879.The orthometric height was determined by differential leveling
 BE1879.and adjusted by the National Geodetic Survey in June 1991..
 BE1879
 BE1879.The geoid height was determined by GEOID03.
 BE1879
 BE1879.The dynamic height is computed by dividing the NAVD 88
 BE1879.geopotential number by the normal gravity value computed on the
 BE1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1879.degrees latitude (g = 980.6199 gals.).
 BE1879
 BE1879.The modeled gravity was interpolated from observed gravity values.
 BE1879
 BE1879;                    North         East    Units  Estimated Accuracy
 BE1879;SPC FL N     -   193,100.      540,310.      MT  (+/- 180 meters Scaled)
 BE1879
 BE1879                          SUPERSEDED SURVEY CONTROL
 BE1879
 BE1879.No superseded survey control is available for this station.
 BE1879
 BE1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV796023(NAD 83)
 BE1879_MARKER: I = METAL ROD
 BE1879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BE1879_SP_SET: STAINLESS STEEL ROD
 BE1879_STAMPING: B 393 1981
 BE1879_MARK LOGO: NGS   
 BE1879_PROJECTION: FLUSH
 BE1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1879_ROD/PIPE-DEPTH: 6.1  meters
 BE1879
 BE1879  HISTORY     - Date     Condition        Report By
 BE1879  HISTORY     - 1981     MONUMENTED       NGS
 BE1879  HISTORY     - 1989     GOOD             USPSQD
 BE1879  HISTORY     - 20010331 GOOD             NGS
 BE1879
 BE1879                          STATION DESCRIPTION
 BE1879
 BE1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1879'4.75 KM (2.95 MI) WEST FROM CYPRESS.
 BE1879'4.75 KILOMETERS (2.95 MILES) WEST ALONG U.S. HIGHWAY 90 FROM THE
 BE1879'JUNCTION OF COUNTY ROAD 275 IN CYPRESS, TO THE MARK ON THE RIGHT,
 BE1879'33.83 METERS (111 FEET) NORTH-NORTHEAST OF THE CENTER LINE OF
 BE1879'THE HIGHWAY, 4.7 METERS (15.4 FEET) SOUTH-SOUTHWEST OF THE GUYWIRE
 BE1879'EYE BOLT OF A UTILITY POLE, 0.77 METER (2.5 FEET) WEST-NORTHWEST
 BE1879'OF UTILITY POLE 282.
 BE1879'THE MARK IS 0.45 METERS  ESE FROM A WITNESS POST.
 BE1879'THE MARK IS 2.0 M ABOVE HIGHWAY.
 BE1879
 BE1879                          STATION RECOVERY (1989)
 BE1879
 BE1879'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE1879'RECOVERED IN GOOD CONDITION.
 BE1879
 BE1879                          STATION RECOVERY (2001)
 BE1879
 BE1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1879'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1904 ***********************************************************************
 BE1904  DESIGNATION -  B 394
 BE1904  PID         -  BE1904
 BE1904  STATE/COUNTY-  FL/JACKSON
 BE1904  USGS QUAD   -  COTTONDALE EAST (1994)
 BE1904
 BE1904                         *CURRENT SURVEY CONTROL
 BE1904  ___________________________________________________________________
 BE1904* NAD 83(1986)-  30 51 40.     (N)    085 21 17.     (W)     SCALED    
 BE1904* NAVD 88     -        35.367  (meters)     116.03   (feet)  ADJUSTED  
 BE1904  ___________________________________________________________________
 BE1904  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BE1904  DYNAMIC HT  -          35.322 (meters)     115.89  (feet)  COMP
 BE1904  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 BE1904
 BE1904  VERT ORDER  -  FIRST     CLASS II
 BE1904
 BE1904.The horizontal coordinates were scaled from a topographic map and have
 BE1904.an estimated accuracy of +/- 6 seconds.
 BE1904
 BE1904.The orthometric height was determined by differential leveling
 BE1904.and adjusted by the National Geodetic Survey in June 1991..
 BE1904
 BE1904.The geoid height was determined by GEOID03.
 BE1904
 BE1904.The dynamic height is computed by dividing the NAVD 88
 BE1904.geopotential number by the normal gravity value computed on the
 BE1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1904.degrees latitude (g = 980.6199 gals.).
 BE1904
 BE1904.The modeled gravity was interpolated from observed gravity values.
 BE1904
 BE1904;                    North         East    Units  Estimated Accuracy
 BE1904;SPC FL N     -   206,610.      518,250.      MT  (+/- 180 meters Scaled)
 BE1904
 BE1904                          SUPERSEDED SURVEY CONTROL
 BE1904
 BE1904.No superseded survey control is available for this station.
 BE1904
 BE1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV573153(NAD 83)
 BE1904_MARKER: I = METAL ROD
 BE1904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BE1904_SP_SET: STAINLESS STEEL ROD
 BE1904_STAMPING: B 394 1981
 BE1904_MARK LOGO: NGS   
 BE1904_PROJECTION: FLUSH
 BE1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1904_ROD/PIPE-DEPTH: 6.1  meters
 BE1904
 BE1904  HISTORY     - Date     Condition        Report By
 BE1904  HISTORY     - 1981     MONUMENTED       NGS
 BE1904  HISTORY     - 1989     GOOD             USPSQD
 BE1904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1904  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE1904
 BE1904                          STATION DESCRIPTION
 BE1904
 BE1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1904'9.1 KM (5.65 MI) NORTH FROM COTTONDALE.
 BE1904'9.1 KILOMETERS (5.65 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE
 BE1904'JUNCTION OF U.S. HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE
 BE1904'RIGHT, 11.58 METERS (38.0 FEET) EAST-NORTHEAST OF THE CENTER
 BE1904'LINE OF THE HIGHWAY AND 0.98 METER (3.2 FEET) SOUTH-SOUTHWEST
 BE1904'OF UTILITY POLE 20.
 BE1904'THE MARK IS 0.55 METERS  NNW FROM A WITNESS POST.
 BE1904'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 BE1904
 BE1904                          STATION RECOVERY (1989)
 BE1904
 BE1904'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE1904'RECOVERED IN GOOD CONDITION.
 BE1904
 BE1904                          STATION RECOVERY (2001)
 BE1904
 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1904
 BE1904                          STATION RECOVERY (2001)
 BE1904
 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1904
 BE1904                          STATION RECOVERY (2001)
 BE1904
 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1904
 BE1904                          STATION RECOVERY (2001)
 BE1904
 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE1904
 BE1904                          STATION RECOVERY (2001)
 BE1904
 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3466 ***********************************************************************
 BG3466  CBN         -  This is a Cooperative Base Network Control Station.
 BG3466  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3466  DESIGNATION -  B 395
 BG3466  PID         -  BG3466
 BG3466  STATE/COUNTY-  FL/ESCAMBIA
 BG3466  USGS QUAD   -  NAVARRE (1994)
 BG3466
 BG3466                         *CURRENT SURVEY CONTROL
 BG3466  ___________________________________________________________________
 BG3466* NAD 83(1999)-  30 22 45.94030(N)    086 51 56.03876(W)     ADJUSTED  
 BG3466* NAVD 88     -         3.577  (meters)      11.74   (feet)  ADJUSTED  
 BG3466  ___________________________________________________________________
 BG3466  X           -     301,121.375 (meters)                     COMP
 BG3466  Y           -  -5,498,846.312 (meters)                     COMP
 BG3466  Z           -   3,206,718.422 (meters)                     COMP
 BG3466  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BG3466  ELLIP HEIGHT-         -23.59  (meters)          (05/31/01) GPS OBS
 BG3466  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BG3466  DYNAMIC HT  -           3.573 (meters)      11.72  (feet)  COMP
 BG3466  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 BG3466
 BG3466  HORZ ORDER  -  B
 BG3466  VERT ORDER  -  FIRST     CLASS II
 BG3466  ELLP ORDER  -  FIFTH     CLASS I
 BG3466
 BG3466.The horizontal coordinates were established by GPS observations
 BG3466.and adjusted by the National Geodetic Survey in May 2001..
 BG3466
 BG3466.The orthometric height was determined by differential leveling
 BG3466.and adjusted by the National Geodetic Survey in June 1991..
 BG3466
 BG3466.This Tidal Bench Mark is designated as VM 10194
 BG3466.by the Center for Operational Oceanographic Products and Services.
 BG3466
 BG3466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG3466
 BG3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3466
 BG3466.The ellipsoidal height was determined by GPS observations
 BG3466.and is referenced to NAD 83.
 BG3466
 BG3466.The geoid height was determined by GEOID03.
 BG3466
 BG3466.The dynamic height is computed by dividing the NAVD 88
 BG3466.geopotential number by the normal gravity value computed on the
 BG3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3466.degrees latitude (g = 980.6199 gals.).
 BG3466
 BG3466.The modeled gravity was interpolated from observed gravity values.
 BG3466
 BG3466;                    North         East     Units Scale Factor Converg.
 BG3466;SPC FL N     -   155,265.375   372,655.062   MT  0.99995526   -1 11 19.5
 BG3466;SPC FL N     -   509,399.82  1,222,619.15   sFT  0.99995526   -1 11 19.5
 BG3466;UTM  16      - 3,360,837.912   512,916.215   MT  0.99960206   +0 04 04.8
 BG3466
 BG3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3466!SPC FL N     -   1.00000370  x   0.99995526  =   0.99995896
 BG3466!UTM  16      -   1.00000370  x   0.99960206  =   0.99960576
 BG3466
 BG3466                          SUPERSEDED SURVEY CONTROL
 BG3466
 BG3466  ELLIP H (09/29/95)  -23.48   (m)                       GP(       ) 4 1
 BG3466  NAD 83(1990)-  30 22 45.94015(N)    086 51 56.03734(W) AD(       ) B
 BG3466  ELLIP H (09/13/90)  -23.43   (m)                       GP(       ) 4 1
 BG3466  NAVD 88 (06/02/92)    3.58   (m)           11.7    (f) LEVELING    3  
 BG3466  NGVD 29 (09/13/90)    3.69   (m)           12.1    (f) LEVELING    3  
 BG3466
 BG3466.Superseded values are not recommended for survey control.
 BG3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3466.See file dsdata.txt to determine how the superseded data were derived.
 BG3466
 BG3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1291660838(NAD 83)
 BG3466_MARKER: I = METAL ROD
 BG3466_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BG3466_STAMPING: B 395 1981
 BG3466_MARK LOGO: NGS   
 BG3466_PROJECTION: FLUSH
 BG3466_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG3466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BG3466+STABILITY: POSITION/ELEVATION WELL
 BG3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3466+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 BG3466_ROD/PIPE-DEPTH: 26.8 meters
 BG3466_SLEEVE-DEPTH  : 6.1 meters
 BG3466
 BG3466  HISTORY     - Date     Condition        Report By
 BG3466  HISTORY     - 1981     MONUMENTED       NGS
 BG3466  HISTORY     - 1984     GOOD             FLDNR
 BG3466  HISTORY     - 1988     GOOD             NGS
 BG3466  HISTORY     - 1989     GOOD             USPSQD
 BG3466  HISTORY     - 19910205 GOOD             FL-091
 BG3466  HISTORY     - 19910326 GOOD             HEIDT
 BG3466  HISTORY     - 19930728 GOOD             NOS
 BG3466  HISTORY     - 19950107 GOOD             BDE
 BG3466
 BG3466                          STATION DESCRIPTION
 BG3466
 BG3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BG3466'2.6 KM (1.6 MI) SOUTH FROM NAVARRE.
 BG3466'THE MARK IS ABOVE LEVEL WITH ENTRANCE DRIVE.
 BG3466'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM
 BG3466'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE
 BG3466'MARK ON THE LEFT AND AT THE NAVARRE BEACH MOTEL, 9.15 METERS (30 FEET)
 BG3466'SOUTH OF THE CENTER OF THE ENTRANCE DRIVE TO THE MOTEL, 10.76 METERS
 BG3466'(35.3 FEET) SOUTHEAST OF THE NORTHEAST CORNER OF THE MOTEL, 11.01
 BG3466'METERS (36.1 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE MOTEL.
 BG3466'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 BG3466
 BG3466                          STATION RECOVERY (1984)
 BG3466
 BG3466'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3466'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BG3466'JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN NAVARRE, GO 1.5
 BG3466'MILES SOUTH ON STATE ROAD 399 TO THE NAVARRE BEACH FISHING PIER AND
 BG3466'MOTEL.  THE MARK BEARS 36 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 BG3466'OF THE MOTEL, 79 FEET SOUTH-SOUTHEAST OF A POWER POLE, 42 FEET
 BG3466'SOUTH-SOUTHEAST OF TIDAL BENCH MARK 1 1973, AND IS AN ALUMINUM CAP
 BG3466'CRIMPED ON TOP OF A STAINLESS STEEL ROD ENCASED IN A PIPE WITH AN
 BG3466'ALUMINUM UTILITY COVER.  THE MARK IS 1 FOOT NORTH OF A WITNESS POST.
 BG3466
 BG3466                          STATION RECOVERY (1988)
 BG3466
 BG3466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BG3466'THE STATION IS LOCATED ABOUT 2.82 KM (1.75 MI) SOUTH OF NAVARRE, ON
 BG3466'THE SOUTH SIDE OF STATE HIGHWAY 399, NEAR THE EAST WALL OF THE NAVARRE
 BG3466'BEACH MOTEL.  OWNERSHIP--RICHARD BENNETT, P.O. BOX 753, SHALIMAR FL
 BG3466'32579, PHONE 904-651-1653.
 BG3466'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 BG3466'HIGHWAY 399 IN NAVARRE, GO SOUTH FOR 2.17 KM (1.35 MI) ON HIGHWAY 399
 BG3466'TO A T-JUNCTION.  TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) ON
 BG3466'HIGHWAY 399 TO A ROAD LEFT, LEADING SOUTH TO THE NAVARRE BEACH MOTEL.
 BG3466'TURN LEFT AND GO SOUTHERLY FOR 0.16 KM (0.10 MI) ON THE ROAD TO A
 BG3466'PAVED ROAD CONNECTING MOTEL PARKING LOT AND FISHING PIER PARKING LOT
 BG3466'AND THE STATION AHEAD.
 BG3466'THE STATION IS RECESSED 20 CM BELOW GROUND.  LOCATED 17.98 M
 BG3466'(59.0 FT) SOUTH FROM A UTILITY POLE WITH GUY WIRE AND LIGHT, 11.13 M
 BG3466'(36.5 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF MOTEL, 10.70 M
 BG3466'(35.1 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF MOTEL, 8.23 M
 BG3466'(27.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF PAVED ROAD AND 0.15 M
 BG3466'(0.5 FT) NORTHWEST FROM A CARSONITE WITNESS POST.  NOTE--ACCESS TO
 BG3466'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BG3466'DESCRIBED BY D.F. CALLAHAN.
 BG3466
 BG3466                          STATION RECOVERY (1989)
 BG3466
 BG3466'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM)
 BG3466'RECOVERED IN GOOD CONDITION.
 BG3466
 BG3466                          STATION RECOVERY (1991)
 BG3466
 BG3466'RECOVERY NOTE BY OKALOOSA COUNTY FLORIDA 1991
 BG3466'RECOVERED IN GOOD CONDITION.
 BG3466
 BG3466                          STATION RECOVERY (1991)
 BG3466
 BG3466'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991
 BG3466'THE TO REACH WAS ADEQUATE. THE MONUMENT WAS FOUND IN GOOD CONDITION.
 BG3466
 BG3466                          STATION RECOVERY (1993)
 BG3466
 BG3466'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 BG3466'RECOVERED AS DESCRIBED BY NGS IN 1988.
 BG3466
 BG3466                          STATION RECOVERY (1995)
 BG3466
 BG3466'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG3466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0525 ***********************************************************************
 AS0525  DESIGNATION -  B 396
 AS0525  PID         -  AS0525
 AS0525  STATE/COUNTY-  FL/FRANKLIN
 AS0525  USGS QUAD   -  INDIAN PASS (1982)
 AS0525
 AS0525                         *CURRENT SURVEY CONTROL
 AS0525  ___________________________________________________________________
 AS0525* NAD 83(1986)-  29 40 27.     (N)    085 11 15.     (W)     SCALED    
 AS0525* NAVD 88     -         2.509  (meters)       8.23   (feet)  ADJUSTED  
 AS0525  ___________________________________________________________________
 AS0525  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AS0525  DYNAMIC HT  -           2.506 (meters)       8.22  (feet)  COMP
 AS0525  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 AS0525
 AS0525  VERT ORDER  -  SECOND    CLASS I
 AS0525
 AS0525.The horizontal coordinates were scaled from a topographic map and have
 AS0525.an estimated accuracy of +/- 6 seconds.
 AS0525
 AS0525.The orthometric height was determined by differential leveling
 AS0525.and adjusted by the National Geodetic Survey in June 1991..
 AS0525
 AS0525.The geoid height was determined by GEOID03.
 AS0525
 AS0525.The dynamic height is computed by dividing the NAVD 88
 AS0525.geopotential number by the normal gravity value computed on the
 AS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0525.degrees latitude (g = 980.6199 gals.).
 AS0525
 AS0525.The modeled gravity was interpolated from observed gravity values.
 AS0525
 AS0525;                    North         East    Units  Estimated Accuracy
 AS0525;SPC FL N     -    74,930.      533,450.      MT  (+/- 180 meters Scaled)
 AS0525
 AS0525                          SUPERSEDED SURVEY CONTROL
 AS0525
 AS0525.No superseded survey control is available for this station.
 AS0525
 AS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT753840(NAD 83)
 AS0525_MARKER: I = METAL ROD
 AS0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AS0525_SP_SET: STAINLESS STEEL ROD
 AS0525_STAMPING: B 396 1987
 AS0525_MARK LOGO: NGS   
 AS0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0525
 AS0525  HISTORY     - Date     Condition        Report By
 AS0525  HISTORY     - 1987     MONUMENTED       FLDNR
 AS0525  HISTORY     - 1987     GOOD             FLDNR
 AS0525  HISTORY     - 19980518 POOR             USPSQD
 AS0525
 AS0525                          STATION DESCRIPTION
 AS0525
 AS0525'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0525'12.5 MI WSW FROM APALACHICOLA.
 AS0525'BEGIN AT THE DOCK ON ST. VINCENT ISLAND AT INDIAN PASS, GO 1.9 MILES
 AS0525'EAST-SOUTHEAST ALONG NUMBER A ROAD (CABIN ROAD) TO THE INTERSECTION
 AS0525'OF NUMBER 2 ROAD AND THE MARK.  THE MARK BEARS 65.0 FEET NORTH-
 AS0525'NORTHEAST OF NUMBER A ROAD, 21.0 FEET EAST-SOUTHEAST OF NUMBER 2
 AS0525'ROAD, AND 35.0 FEET NORTH-NORTHWEST OF A 18 INCH PINE TREE.  A
 AS0525'STAINLESS STEEL ROD DRIVEN TO 54 FEET ENCASED IN A PIPE PROJECTING 10
 AS0525'INCHES.
 AS0525'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 AS0525'THE MARK IS 0.2 FT ABOVE GROUND.
 AS0525
 AS0525                          STATION RECOVERY (1998)
 AS0525
 AS0525'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0525'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1729 ***********************************************************************
 AA1729  DESIGNATION -  B 397
 AA1729  PID         -  AA1729
 AA1729  STATE/COUNTY-  FL/MONROE
 AA1729  USGS QUAD   -  LONG KEY (1971)
 AA1729
 AA1729                         *CURRENT SURVEY CONTROL
 AA1729  ___________________________________________________________________
 AA1729* NAD 83(1986)-  24 50 19.     (N)    080 45 28.     (W)     SCALED    
 AA1729* NAVD 88     -         1.630  (meters)       5.35   (feet)  ADJUSTED  
 AA1729  ___________________________________________________________________
 AA1729  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AA1729  DYNAMIC HT  -           1.627 (meters)       5.34  (feet)  COMP
 AA1729  MODELED GRAV-     978,975.3   (mgal)                       NAVD 88
 AA1729
 AA1729  VERT ORDER  -  FIRST     CLASS II
 AA1729
 AA1729.The horizontal coordinates were scaled from a topographic map and have
 AA1729.an estimated accuracy of +/- 6 seconds.
 AA1729
 AA1729.The orthometric height was determined by differential leveling
 AA1729.and adjusted by the National Geodetic Survey in May 1994..
 AA1729
 AA1729.The geoid height was determined by GEOID03.
 AA1729
 AA1729.The dynamic height is computed by dividing the NAVD 88
 AA1729.geopotential number by the normal gravity value computed on the
 AA1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1729.degrees latitude (g = 980.6199 gals.).
 AA1729
 AA1729.The modeled gravity was interpolated from observed gravity values.
 AA1729
 AA1729;                    North         East    Units  Estimated Accuracy
 AA1729;SPC FL E     -    55,990.      224,480.      MT  (+/- 180 meters Scaled)
 AA1729
 AA1729                          SUPERSEDED SURVEY CONTROL
 AA1729
 AA1729  NGVD 29 (09/01/92)    2.088  (m)            6.85   (f) ADJUSTED    1 2
 AA1729
 AA1729.Superseded values are not recommended for survey control.
 AA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1729.See file dsdata.txt to determine how the superseded data were derived.
 AA1729
 AA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH244470(NAD 83)
 AA1729_MARKER: DV = VERTICAL CONTROL DISK
 AA1729_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1729_SP_SET: CONCRETE BASE FOR MANHOLE
 AA1729_STAMPING: B 397 1987
 AA1729_MARK LOGO: NGS   
 AA1729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1729+STABILITY: SURFACE MOTION
 AA1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1729+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1729
 AA1729  HISTORY     - Date     Condition        Report By
 AA1729  HISTORY     - 1987     MONUMENTED       NOS
 AA1729  HISTORY     - 19901114 GOOD             FLDNR
 AA1729
 AA1729                          STATION DESCRIPTION
 AA1729
 AA1729'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1729'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST
 AA1729'ALONG U.S. HIGHWAY 1 FOR 10.6 MI (17.1 KM) TO THE MARK, SET IN THE
 AA1729'TOP OF A SQUARE CONCRETE FOUNDATION FOR A WATER LINE.  LOCATED 0.4 MI
 AA1729'(0.6 KM) SOUTHWEST OF THE BRIDGE OVER CHANNEL NUMBER 2, 43.0 FT (13.1
 AA1729'M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 100.6 FT (30.7 M) WEST
 AA1729'OF POWER POLE NUMBER 955 AND 38 FT (11.6 M) NORTH OF A WOODEN
 AA1729'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA4497 ***********************************************************************
 AA4497  DESIGNATION -  B 4 1976 FMY
 AA4497  PID         -  AA4497
 AA4497  STATE/COUNTY-  FL/LEE
 AA4497  USGS QUAD   -  FORT MYERS SE (1987)
 AA4497
 AA4497                         *CURRENT SURVEY CONTROL
 AA4497  ___________________________________________________________________
 AA4497* NAD 83(1999)-  26 35 33.06971(N)    081 51 23.91232(W)     ADJUSTED  
 AA4497* NAVD 88     -         4.36   (+/-2cm)      14.3    (feet)  VERTCON   
 AA4497  ___________________________________________________________________
 AA4497  X           -     808,430.237 (meters)                     COMP
 AA4497  Y           -  -5,649,675.290 (meters)                     COMP
 AA4497  Z           -   2,837,906.151 (meters)                     COMP
 AA4497  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AA4497  ELLIP HEIGHT-         -19.74  (meters)          (06/19/01) GPS OBS
 AA4497  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AA4497
 AA4497  HORZ ORDER  -  FIRST
 AA4497  VERT ORDER  -  THIRD ? (See Below)
 AA4497  ELLP ORDER  -  FOURTH    CLASS I
 AA4497
 AA4497.This mark is at Page Field Airport (FMY)
 AA4497
 AA4497.The horizontal coordinates were established by GPS observations
 AA4497.and adjusted by the National Geodetic Survey in June 2001..
 AA4497
 AA4497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4497.The vertical order pertains to the NGVD 29 superseded value.
 AA4497
 AA4497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4497
 AA4497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4497
 AA4497.The ellipsoidal height was determined by GPS observations
 AA4497.and is referenced to NAD 83.
 AA4497
 AA4497.The geoid height was determined by GEOID03.
 AA4497
 AA4497;                    North         East     Units Scale Factor Converg.
 AA4497;SPC FL W     -   250,265.716   214,279.048   MT  0.99994369   +0 03 51.0
 AA4497;SPC FL W     -   821,080.10    703,013.84   sFT  0.99994369   +0 03 51.0
 AA4497;UTM  17      - 2,941,589.770   414,701.958   MT  0.99968982   -0 23 00.6
 AA4497
 AA4497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4497!SPC FL W     -   1.00000310  x   0.99994369  =   0.99994679
 AA4497!UTM  17      -   1.00000310  x   0.99968982  =   0.99969292
 AA4497
 AA4497                          SUPERSEDED SURVEY CONTROL
 AA4497
 AA4497  NAD 83(1990)-  26 35 33.06784(N)    081 51 23.91142(W) AD(       ) 1
 AA4497  ELLIP H (02/22/95)  -19.70   (m)                       GP(       ) 4 2
 AA4497  NGVD 29 (02/22/95)    4.72   (m)           15.5    (f) LEVELING    3  
 AA4497
 AA4497.Superseded values are not recommended for survey control.
 AA4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4497.See file dsdata.txt to determine how the superseded data were derived.
 AA4497
 AA4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1470241590(NAD 83)
 AA4497_MARKER: DD = SURVEY DISK
 AA4497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4497_STAMPING: B 4 1976 FMY
 AA4497_MARK LOGO: NOS   
 AA4497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4497+STABILITY: SURFACE MOTION
 AA4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4497+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1993
 AA4497
 AA4497  HISTORY     - Date     Condition        Report By
 AA4497  HISTORY     - 1976     MONUMENTED       NOS
 AA4497  HISTORY     - 19930211 GOOD             NOS
 AA4497  HISTORY     - 19930615 GOOD             NOS
 AA4497  HISTORY     - 20031107 GOOD             USPSQD
 AA4497
 AA4497                          STATION DESCRIPTION
 AA4497
 AA4497'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AA4497'THE STATION IS LOCATED ON THE NORTH-EAST SIDE OF THE LEE COUNTY
 AA4497'AIRPORT-PAGE FIELD NEAR RUNWAY END 23, 190.9 FEET (58.2 M) SOUTHWEST
 AA4497'OF THE WESTERLY CORNER OF THE ILS-LO BUILDING, 169.1 FEET (51.5 M)
 AA4497'NORTH OF THE MOST NORTHERLY THRESHOLD LIGHT, 145.2 FEET (44.3 M)
 AA4497'NORTHEAST OF THE RUNWAY END EXTENDED, 128.5 FEET (39.2 M) NORTHWEST OF
 AA4497'THE NORTHWEST EDGE OF THE RUNWAY EXTENDED AND 153.2 FEET (46.7 M)
 AA4497'NORTHEAST OF STATION -AP 1969 STA B3 FMY-. THE STATION IS A STANDARD
 AA4497'NOS DISK STAMPED --B 4 1976 FMY-- SET IN THE TOP OF A CONCRETE
 AA4497'MONUMENT FLUSH WITH THE GROUND.
 AA4497
 AA4497                          STATION RECOVERY (1993)
 AA4497
 AA4497'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AA4497'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF THE LEE COUNTY
 AA4497'AIRPORT-PAGE FIELD NEAR RUNWAY END 23 190.9 FT (58.2 M) SOUTHWEST OF
 AA4497'THE WESTERLY CORNER OF THE ILS-LO BUILDING 169.1 FT (51.5 M) NORTH OF
 AA4497'THE MOST NORTHERLY THRESHOLD LIGHT 145.2 FT (44.3 M) NORTHEAST OF THE
 AA4497'RUNWAY END EXTENDED 128.5 FT (39.2 M) NORTHWEST OF THE NORTHWEST EDGE
 AA4497'OF THE RUNWAY EXTENDED AND 153.2 FT (46.7 M) NORTHEAST OF AP 1969 STA
 AA4497'B3 FMY THE STATION IS A STADARD NOS DISK STAMPED B 4 1976 FMY SET IN
 AA4497'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA4497
 AA4497                          STATION RECOVERY (2003)
 AA4497
 AA4497'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA4497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7196 ***********************************************************************
 AE7196  DESIGNATION -  B 40
 AE7196  PID         -  AE7196
 AE7196  STATE/COUNTY-  FL/BROWARD
 AE7196  USGS QUAD   -  CORAL SPRINGS NE (1983)
 AE7196
 AE7196                         *CURRENT SURVEY CONTROL
 AE7196  ___________________________________________________________________
 AE7196* NAD 83(1986)-  26 15 46.     (N)    080 17 54.     (W)     SCALED    
 AE7196* NAVD 88     -         6.792  (meters)      22.28   (feet)  ADJUSTED  
 AE7196  ___________________________________________________________________
 AE7196  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AE7196  DYNAMIC HT  -           6.782 (meters)      22.25  (feet)  COMP
 AE7196  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 AE7196
 AE7196  VERT ORDER  -  FIRST     CLASS II
 AE7196
 AE7196.The horizontal coordinates were scaled from a topographic map and have
 AE7196.an estimated accuracy of +/- 6 seconds.
 AE7196
 AE7196.The orthometric height was determined by differential leveling
 AE7196.and adjusted by the National Geodetic Survey in March 1998..
 AE7196
 AE7196.The geoid height was determined by GEOID03.
 AE7196
 AE7196.The dynamic height is computed by dividing the NAVD 88
 AE7196.geopotential number by the normal gravity value computed on the
 AE7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7196.degrees latitude (g = 980.6199 gals.).
 AE7196
 AE7196.The modeled gravity was interpolated from observed gravity values.
 AE7196
 AE7196;                    North         East    Units  Estimated Accuracy
 AE7196;SPC FL E     -   213,920.      270,090.      MT  (+/- 180 meters Scaled)
 AE7196
 AE7196                          SUPERSEDED SURVEY CONTROL
 AE7196
 AE7196.No superseded survey control is available for this station.
 AE7196
 AE7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK700049(NAD 83)
 AE7196_MARKER: DD = SURVEY DISK
 AE7196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7196_STAMPING: B-40 1971
 AE7196_MARK LOGO: SFLWMD
 AE7196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7196+STABILITY: SURFACE MOTION
 AE7196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7196+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 AE7196
 AE7196  HISTORY     - Date     Condition        Report By
 AE7196  HISTORY     - 1971     MONUMENTED       SFLWMD
 AE7196  HISTORY     - 19970912 GOOD             FLDEP
 AE7196
 AE7196                          STATION DESCRIPTION
 AE7196
 AE7196'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7196'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF PARKLAND, 2.5 MI (4.0
 AE7196'KM) SOUTHWEST OF CORAL SPRINGS, ON LEVEE 36 ON THE EAST EDGE OF THE
 AE7196'EVERGLADES WILDLIFE MANAGEMENT CONSERVATION AREA NUMBER 2, IN
 AE7196'ESTIMATED SECTION 13, TOWNSHIP 48 SOUTH, RANGE 40 EAST. TO REACH THE
 AE7196'MARK FROM THE SAWGRASS EXPRESSWAY OVERPASS AND THE JUNCTION OF U.S.
 AE7196'HIGHWAY 441 (STATE ROAD 7) IN PARKLAND, GO NORTH ON U.S.  HIGHWAY 441
 AE7196'(STATE ROAD 7) FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF STATE ROAD 827
 AE7196'ON THE LEFT, JUST SOUTH OF THE BROWARD-PALM BEACH COUNTY LINE, TURN
 AE7196'LEFT ON STATE ROAD 827 AND GO NORTHWESTERLY FOR 6.3 MI (10.1 KM) TO
 AE7196'THE END OF THE PAVEMENT AND STATE ROAD 827 AND THE ENTRANCE TO THE
 AE7196'LOXAHATCHEE NATIONAL WILDLIFE REFUGE, CONTINUE AHEAD ON THE GRAVEL
 AE7196'ROAD FOR 0.05 MI (0.08 KM) TO THE TOP OF THE LEVEE AND THE T-JUNCTION
 AE7196'OF THE NORTH-SOUTH LEVEE L-36, TURN LEFT ON THE LEVEE ROAD AND GO
 AE7196'SOUTH FOR 0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE,
 AE7196'CONTINUE SOUTH ON THE LEVEE ROAD FOR 6.1 MI (9.8 KM) TO A TURNOUT ON
 AE7196'THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AE7196'MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND
 AE7196'THE LEVEE ROAD. LOCATED 13.0 FT (4.0 M) WEST OF A SFWMD METAL WITNESS
 AE7196'POST, 12.0 FT (3.7 M) NORTHWEST OF SURVEY MARK FCE 3937 1980 AND 8.7
 AE7196'FT (2.7 M) EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD. NOTE
 AE7196'FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT (561)
 AE7196'686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4679 ***********************************************************************
 AC4679  DESIGNATION -  B 400
 AC4679  PID         -  AC4679
 AC4679  STATE/COUNTY-  FL/MIAMI-DADE
 AC4679  USGS QUAD   -  MIAMI (1994)
 AC4679
 AC4679                         *CURRENT SURVEY CONTROL
 AC4679  ___________________________________________________________________
 AC4679* NAD 83(1999)-  25 51 59.57571(N)    080 10 38.17890(W)     ADJUSTED  
 AC4679* NAVD 88     -         2.048  (meters)       6.72   (feet)  ADJUSTED  
 AC4679  ___________________________________________________________________
 AC4679  X           -     979,718.238 (meters)                     COMP
 AC4679  Y           -  -5,658,579.897 (meters)                     COMP
 AC4679  Z           -   2,765,755.839 (meters)                     COMP
 AC4679  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AC4679  ELLIP HEIGHT-         -23.41  (meters)          (12/12/02) GPS OBS
 AC4679  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AC4679  DYNAMIC HT  -           2.045 (meters)       6.71  (feet)  COMP
 AC4679  MODELED GRAV-     979,043.1   (mgal)                       NAVD 88
 AC4679
 AC4679  HORZ ORDER  -  FIRST
 AC4679  VERT ORDER  -  FIRST     CLASS II
 AC4679  ELLP ORDER  -  FOURTH    CLASS I
 AC4679
 AC4679.The horizontal coordinates were established by GPS observations
 AC4679.and adjusted by the National Geodetic Survey in December 2002..
 AC4679
 AC4679.The orthometric height was determined by differential leveling
 AC4679.and adjusted by the National Geodetic Survey in March 1997..
 AC4679
 AC4679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4679
 AC4679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4679
 AC4679.The ellipsoidal height was determined by GPS observations
 AC4679.and is referenced to NAD 83.
 AC4679
 AC4679.The geoid height was determined by GEOID03.
 AC4679
 AC4679.The dynamic height is computed by dividing the NAVD 88
 AC4679.geopotential number by the normal gravity value computed on the
 AC4679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4679.degrees latitude (g = 980.6199 gals.).
 AC4679
 AC4679.The modeled gravity was interpolated from observed gravity values.
 AC4679
 AC4679;                    North         East     Units Scale Factor Converg.
 AC4679;SPC FL E     -   170,089.364   282,459.415   MT  1.00002510   +0 21 32.2
 AC4679;SPC FL E     -   558,034.86    926,702.26   sFT  1.00002510   +0 21 32.2
 AC4679;UTM  17      - 2,861,163.312   582,431.280   MT  0.99968390   +0 21 32.2
 AC4679
 AC4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4679!SPC FL E     -   1.00000368  x   1.00002510  =   1.00002878
 AC4679!UTM  17      -   1.00000368  x   0.99968390  =   0.99968758
 AC4679
 AC4679                          SUPERSEDED SURVEY CONTROL
 AC4679
 AC4679  NAVD 88 (05/20/94)    2.049  (m)            6.72   (f) UNKNOWN     1 2
 AC4679  NGVD 29 (09/01/92)    2.522  (m)            8.27   (f) ADJUSTED    1 2
 AC4679
 AC4679.Superseded values are not recommended for survey control.
 AC4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4679.See file dsdata.txt to determine how the superseded data were derived.
 AC4679
 AC4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8243161163(NAD 83)
 AC4679_MARKER: F = FLANGE-ENCASED ROD
 AC4679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4679_SP_SET: STAINLESS STEEL ROD
 AC4679_STAMPING: B 400 1990
 AC4679_MARK LOGO: NGS   
 AC4679_PROJECTION: FLUSH
 AC4679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4679+STABILITY: POSITION/ELEVATION WELL
 AC4679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4679+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 AC4679_ROD/PIPE-DEPTH: 10.1 meters
 AC4679
 AC4679  HISTORY     - Date     Condition        Report By
 AC4679  HISTORY     - 1990     MONUMENTED       NGS
 AC4679  HISTORY     - 19930521 GOOD             NGS
 AC4679  HISTORY     - 20020522 GOOD             MAPTEC
 AC4679
 AC4679                          STATION DESCRIPTION
 AC4679
 AC4679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4679'IN MIAMI SHORES, AT THE INTERSECTION OF U.S. HIGHWAY 1 (BISCAYNE
 AC4679'BOULEVARD) AND NORTHEAST 99TH STREET, 19.8 M (65.0 FT) NORTHWEST OF
 AC4679'THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) SOUTH OF AND LEVEL WITH THE
 AC4679'STREET CENTER, 4.8 M (15.7 FT) EAST OF THE CENTER OF NORTHEAST 10TH
 AC4679'AVENUE, 0.8 M (2.6 FT) NORTH OF A UTILITY LIGHT POLE WITH A GUY WIRE,
 AC4679'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AC4679'POINT IS THROUGH A 5-INCH LOGO CAP.
 AC4679
 AC4679                          STATION RECOVERY (1993)
 AC4679
 AC4679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4679'IN MIAMI SHORES, AT THE INTERSECTION OF U.S. HIGHWAY 1 (BISCAYNE
 AC4679'BOULEVARD) AND NORTHEAST 99TH STREET, 19.8 M (65.0 FT) NORTHWEST OF
 AC4679'THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) SOUTH OF AND LEVEL WITH THE
 AC4679'STREET CENTER, 4.8 M (15.7 FT) EAST OF THE CENTER OF NORTHEAST 10TH
 AC4679'AVENUE, 0.8 M (2.6 FT) NORTH OF A UTILITY LIGHT POLE WITH A GUY
 AC4679'CABLE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 AC4679'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC4679
 AC4679                          STATION RECOVERY (2002)
 AC4679
 AC4679'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4679'RECOVERED AS DESCRIBED.
 AC4679'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7508 ***********************************************************************
 AF7508  DESIGNATION -  B 401
 AF7508  PID         -  AF7508
 AF7508  STATE/COUNTY-  FL/ST LUCIE
 AF7508  USGS QUAD   -  FORT PIERCE (1983)
 AF7508
 AF7508                         *CURRENT SURVEY CONTROL
 AF7508  ___________________________________________________________________
 AF7508* NAD 83(1986)-  27 24 41.     (N)    080 19 30.     (W)     SCALED    
 AF7508* NAVD 88     -         4.929  (meters)      16.17   (feet)  ADJUSTED  
 AF7508  ___________________________________________________________________
 AF7508  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AF7508  DYNAMIC HT  -           4.922 (meters)      16.15  (feet)  COMP
 AF7508  MODELED GRAV-     979,143.0   (mgal)                       NAVD 88
 AF7508
 AF7508  VERT ORDER  -  FIRST     CLASS II
 AF7508
 AF7508.The horizontal coordinates were scaled from a topographic map and have
 AF7508.an estimated accuracy of +/- 6 seconds.
 AF7508
 AF7508.The orthometric height was determined by differential leveling
 AF7508.and adjusted by the National Geodetic Survey in May 1994..
 AF7508
 AF7508.The geoid height was determined by GEOID03.
 AF7508
 AF7508.The dynamic height is computed by dividing the NAVD 88
 AF7508.geopotential number by the normal gravity value computed on the
 AF7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7508.degrees latitude (g = 980.6199 gals.).
 AF7508
 AF7508.The modeled gravity was interpolated from observed gravity values.
 AF7508
 AF7508;                    North         East    Units  Estimated Accuracy
 AF7508;SPC FL E     -   341,170.      266,750.      MT  (+/- 180 meters Scaled)
 AF7508
 AF7508                          SUPERSEDED SURVEY CONTROL
 AF7508
 AF7508  NGVD 29 (09/01/92)    5.390  (m)           17.68   (f) ADJUSTED    1 2
 AF7508
 AF7508.Superseded values are not recommended for survey control.
 AF7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7508.See file dsdata.txt to determine how the superseded data were derived.
 AF7508
 AF7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL667321(NAD 83)
 AF7508_MARKER: I = METAL ROD
 AF7508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7508_SP_SET: STAINLESS STEEL ROD
 AF7508_STAMPING: B 401 1991
 AF7508_MARK LOGO: NGS   
 AF7508_PROJECTION: FLUSH
 AF7508_MAGNETIC: I = MARKER IS A STEEL ROD
 AF7508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF7508+STABILITY: POSITION/ELEVATION WELL
 AF7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7508+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF7508_ROD/PIPE-DEPTH: 29.7 meters
 AF7508
 AF7508  HISTORY     - Date     Condition        Report By
 AF7508  HISTORY     - 1991     MONUMENTED       NGS
 AF7508
 AF7508                          STATION DESCRIPTION
 AF7508
 AF7508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AF7508'4.1 KM (2.5 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AF7508'COUNTY ROAD 712 (MIDWAY ROAD) IN WHITE CITY, 27.1 M (88.9 FT) EAST OF
 AF7508'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.4 M (47.2
 AF7508'FT) SOUTH-SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO THE
 AF7508'FLORIDA FEDERAL BANK, 14.2 M (46.6 FT) SOUTHWEST OF A UTILITY POLE
 AF7508'WITH 4 GUY WIRES, 7.2 M (23.6 FT) NORTH-NORTHWEST OF THE NEAR RAIL OF
 AF7508'THE FLORIDA EAST COAST RAILROAD, 0.5 M (1.6 FT) EAST OF A WITNESS
 AF7508'POST, 0.3 M (1.0 FT) NORTH OF A RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT)
 AF7508'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8043 ***********************************************************************
 AD8043  DESIGNATION -  B 402
 AD8043  PID         -  AD8043
 AD8043  STATE/COUNTY-  FL/PALM BEACH
 AD8043  USGS QUAD   -  DELRAY BEACH (1983)
 AD8043
 AD8043                         *CURRENT SURVEY CONTROL
 AD8043  ___________________________________________________________________
 AD8043* NAD 83(1986)-  26 24 49.     (N)    080 04 41.     (W)     SCALED    
 AD8043* NAVD 88     -         5.355  (meters)      17.57   (feet)  ADJUSTED  
 AD8043  ___________________________________________________________________
 AD8043  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AD8043  DYNAMIC HT  -           5.347 (meters)      17.54  (feet)  COMP
 AD8043  MODELED GRAV-     979,090.8   (mgal)                       NAVD 88
 AD8043
 AD8043  VERT ORDER  -  FIRST     CLASS II
 AD8043
 AD8043.The horizontal coordinates were scaled from a topographic map and have
 AD8043.an estimated accuracy of +/- 6 seconds.
 AD8043
 AD8043.The orthometric height was determined by differential leveling
 AD8043.and adjusted by the National Geodetic Survey in May 1994..
 AD8043
 AD8043.The geoid height was determined by GEOID03.
 AD8043
 AD8043.The dynamic height is computed by dividing the NAVD 88
 AD8043.geopotential number by the normal gravity value computed on the
 AD8043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8043.degrees latitude (g = 980.6199 gals.).
 AD8043
 AD8043.The modeled gravity was interpolated from observed gravity values.
 AD8043
 AD8043;                    North         East    Units  Estimated Accuracy
 AD8043;SPC FL E     -   230,770.      291,970.      MT  (+/- 180 meters Scaled)
 AD8043
 AD8043                          SUPERSEDED SURVEY CONTROL
 AD8043
 AD8043  NGVD 29 (09/01/92)    5.823  (m)           19.10   (f) ADJUSTED    1 2
 AD8043
 AD8043.Superseded values are not recommended for survey control.
 AD8043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8043.See file dsdata.txt to determine how the superseded data were derived.
 AD8043
 AD8043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK919218(NAD 83)
 AD8043_MARKER: I = METAL ROD
 AD8043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8043_SP_SET: STAINLESS STEEL ROD
 AD8043_STAMPING: B 402 1991
 AD8043_MARK LOGO: NGS   
 AD8043_PROJECTION: FLUSH
 AD8043_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8043+STABILITY: POSITION/ELEVATION WELL
 AD8043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8043+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AD8043_ROD/PIPE-DEPTH: 14.0 meters
 AD8043
 AD8043  HISTORY     - Date     Condition        Report By
 AD8043  HISTORY     - 1991     MONUMENTED       NGS
 AD8043  HISTORY     - 20031229 GOOD             USPSQD
 AD8043  HISTORY     - 20050106 GOOD             USPSQD
 AD8043
 AD8043                          STATION DESCRIPTION
 AD8043
 AD8043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AD8043'0.5 KM (0.3 MI) SOUTHERLY ALONG THE FLORIDA EAST COAST RAILROAD FROM
 AD8043'THE JUNCTION OF HIDDEN VALLEY BOULEVARD IN BOCA RATON, 7.7 M (25.3
 AD8043'FT) WEST OF THE CENTERLINE OF DIXIE HIGHWAY, 4.5 M (14.8 FT) EAST OF
 AD8043'THE NEAR RAIL, 0.4 M (1.3 FT) SOUTH OF A RIGHT-OF-WAY POST, AND 0.3 M
 AD8043'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AD8043'THROUGH A 5-INCH LOGO CAP.
 AD8043
 AD8043                          STATION RECOVERY (2003)
 AD8043
 AD8043'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8043'RECOVERED IN GOOD CONDITION.
 AD8043
 AD8043                          STATION RECOVERY (2005)
 AD8043
 AD8043'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7532 ***********************************************************************
 AF7532  DESIGNATION -  B 403
 AF7532  PID         -  AF7532
 AF7532  STATE/COUNTY-  FL/MARTIN
 AF7532  USGS QUAD   -  HOBE SOUND (1983)
 AF7532
 AF7532                         *CURRENT SURVEY CONTROL
 AF7532  ___________________________________________________________________
 AF7532* NAD 83(1999)-  27 01 27.25493(N)    080 06 32.78248(W)     ADJUSTED  
 AF7532* NAVD 88     -         8.081  (meters)      26.51   (feet)  ADJUSTED  
 AF7532  ___________________________________________________________________
 AF7532  X           -     976,638.348 (meters)                     COMP
 AF7532  Y           -  -5,601,141.317 (meters)                     COMP
 AF7532  Z           -   2,880,599.339 (meters)                     COMP
 AF7532  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 AF7532  ELLIP HEIGHT-         -19.52  (meters)          (06/19/01) GPS OBS
 AF7532  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AF7532  DYNAMIC HT  -           8.069 (meters)      26.47  (feet)  COMP
 AF7532  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AF7532
 AF7532  HORZ ORDER  -  FIRST
 AF7532  VERT ORDER  -  FIRST     CLASS II
 AF7532  ELLP ORDER  -  FOURTH    CLASS I
 AF7532
 AF7532.The horizontal coordinates were established by GPS observations
 AF7532.and adjusted by the National Geodetic Survey in June 2001..
 AF7532
 AF7532.The orthometric height was determined by differential leveling
 AF7532.and adjusted by the National Geodetic Survey in May 1994..
 AF7532
 AF7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7532
 AF7532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7532
 AF7532.The ellipsoidal height was determined by GPS observations
 AF7532.and is referenced to NAD 83.
 AF7532
 AF7532.The geoid height was determined by GEOID03.
 AF7532
 AF7532.The dynamic height is computed by dividing the NAVD 88
 AF7532.geopotential number by the normal gravity value computed on the
 AF7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7532.degrees latitude (g = 980.6199 gals.).
 AF7532
 AF7532.The modeled gravity was interpolated from observed gravity values.
 AF7532
 AF7532;                    North         East     Units Scale Factor Converg.
 AF7532;SPC FL E     -   298,401.797   288,403.502   MT  1.00003762   +0 24 17.3
 AF7532;SPC FL E     -   979,006.56    946,203.82   sFT  1.00003762   +0 24 17.3
 AF7532;UTM  17      - 2,989,431.965   588,373.339   MT  0.99969641   +0 24 17.3
 AF7532
 AF7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7532!SPC FL E     -   1.00000307  x   1.00003762  =   1.00004069
 AF7532!UTM  17      -   1.00000307  x   0.99969641  =   0.99969948
 AF7532
 AF7532                          SUPERSEDED SURVEY CONTROL
 AF7532
 AF7532  NAD 83(1990)-  27 01 27.25407(N)    080 06 32.78141(W) AD(       ) 1
 AF7532  ELLIP H (03/30/94)  -19.48   (m)                       GP(       ) 3 2
 AF7532  NAVD 88 (09/27/01)    8.08   (m)           26.5    (f) LEVELING    3  
 AF7532  NGVD 29 (09/01/92)    8.533  (m)           28.00   (f) ADJUSTED    1 2
 AF7532
 AF7532.Superseded values are not recommended for survey control.
 AF7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7532.See file dsdata.txt to determine how the superseded data were derived.
 AF7532
 AF7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8837389432(NAD 83)
 AF7532_MARKER: F = FLANGE-ENCASED ROD
 AF7532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7532_SP_SET: STAINLESS STEEL ROD
 AF7532_STAMPING: B 403 1991
 AF7532_MARK LOGO: NGS   
 AF7532_PROJECTION: FLUSH
 AF7532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7532+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 AF7532_ROD/PIPE-DEPTH: 24.0 meters
 AF7532
 AF7532  HISTORY     - Date     Condition        Report By
 AF7532  HISTORY     - 1991     MONUMENTED       NGS
 AF7532  HISTORY     - 19920416 GOOD             KEISCH
 AF7532  HISTORY     - 20010730 GOOD             GCYI
 AF7532  HISTORY     - 20020514 GOOD             MAPTEC
 AF7532  HISTORY     - 20031110 GOOD             USPSQD
 AF7532
 AF7532                          STATION DESCRIPTION
 AF7532
 AF7532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AF7532'6.4 KM (4.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AF7532'OF COUNTY LINE ROAD IN TEQUESTA, 24.8 M (81.4 FT) WEST-SOUTHWEST OF
 AF7532'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 19.7 M (64.6
 AF7532'FT) NORTH OF A UTILITY POLE, 19.0 M (62.3 FT) SOUTH-SOUTHEAST OF THE
 AF7532'CENTER OF A ROAD LEADING TO THE JONATHAN DICKINSON STATE PARK, 4.1 M
 AF7532'(13.5 FT) WEST-NORTHWEST OF A BOUNDARY MARKER, 1.5 M (4.9 FT) BELOW
 AF7532'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 AF7532'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AF7532'LOGO CAP.
 AF7532
 AF7532                          STATION RECOVERY (1992)
 AF7532
 AF7532'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1992
 AF7532'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHEAST OF TEQUESTA IN
 AF7532'THE WEST RIGHT-OF-WAY OF U.S. 1 NEAR THE NORTH ENTRANCE TO THE
 AF7532'JONATHAN DICKINSON STATE PARK IN SECTION 2, TOWNSHIP 40 SOUTH, RANGE
 AF7532'42 EAST, MARTIN COUNTY, FLORIDA.
 AF7532'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 1 AND COUNTY LINE
 AF7532'ROAD, NORTH OF JUPITER, GO NORTH ON U.S. 1 FOR 4.0 MI (6.4 KM) TO THE
 AF7532'NORTH ENTRANCE OF THE JONATHAN DICKINSON STATE PARK AND THE STATION
 AF7532'ON THE LEFT. THE STATION LIES 55 FT (16.8 M) WEST OF THE WEST EDGE OF
 AF7532'PAVEMENT OF U.S. 1, 51 FT (15.5 M) SOUTH OF THE SOUTH EDGE OF
 AF7532'PAVEMENT OF THE DRIVEWAY TO THE STATE PARK, 13 FT (4.0 M) NORTHWEST
 AF7532'OF A 4 INCH BY 6 INCH CONCRETE POST, AND 1.3 FT (0.4 M) NORTHEAST OF
 AF7532'A CARSONITE WITNESS POST.
 AF7532'THE STATION IS A 1/2 INCH STAINLESS STEEL ROD RECESSED INSIDE A NGS
 AF7532'LOGO ACCESS COVER MOUNTED A 5 INCH DIAMETER PVC PIPE SET IN A
 AF7532'CONCRETE COLLAR SET FLUSH WITH THE GOUND, STAMPED B403 1991.
 AF7532'REFERENCES--
 AF7532'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AF7532'AZIMUTH OF 70 DEGREES AT 57.11 FT (17.41 M) .
 AF7532'FOUND 4 INCH BY 6 INCH CONCRETE POST, MAGNETIC AZIMUTH OF 138 DEGREES
 AF7532'AT 13.25 FT (4.04 M) .
 AF7532'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, MAGNETIC AZIMUTH
 AF7532'OF 296 DEGREES AT 13.16 FT (4.01 M) .
 AF7532'FOUND P.K. NAIL AND FLASHER IN AERIAL TARGET, MAGNETIC AZIMUTH OF 316
 AF7532'DEGREES AT 63.42 FT (19.33 M) .
 AF7532'FOUND CARSONITE WITNESS, 1.3 FT (0.4 M) SOUTHWEST.
 AF7532
 AF7532                          STATION RECOVERY (2001)
 AF7532
 AF7532'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AF7532'RECOVERED IN GOOD CONDITION.
 AF7532
 AF7532                          STATION RECOVERY (2002)
 AF7532
 AF7532'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF7532'RECOVERED AS DESCRIBED.
 AF7532'
 AF7532
 AF7532                          STATION RECOVERY (2003)
 AF7532
 AF7532'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF7532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6963 ***********************************************************************
 AK6963  DESIGNATION -  B 404
 AK6963  PID         -  AK6963
 AK6963  STATE/COUNTY-  FL/BREVARD
 AK6963  USGS QUAD   -  EAU GALLIE (1988)
 AK6963
 AK6963                         *CURRENT SURVEY CONTROL
 AK6963  ___________________________________________________________________
 AK6963* NAD 83(1986)-  28 09 19.     (N)    080 38 29.     (W)     SCALED    
 AK6963* NAVD 88     -         6.690  (meters)      21.95   (feet)  ADJUSTED  
 AK6963  ___________________________________________________________________
 AK6963  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AK6963  DYNAMIC HT  -           6.680 (meters)      21.92  (feet)  COMP
 AK6963  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AK6963
 AK6963  VERT ORDER  -  FIRST     CLASS II
 AK6963
 AK6963.The horizontal coordinates were scaled from a topographic map and have
 AK6963.an estimated accuracy of +/- 6 seconds.
 AK6963
 AK6963.The orthometric height was determined by differential leveling
 AK6963.and adjusted by the National Geodetic Survey in May 1994..
 AK6963
 AK6963.The geoid height was determined by GEOID03.
 AK6963
 AK6963.The dynamic height is computed by dividing the NAVD 88
 AK6963.geopotential number by the normal gravity value computed on the
 AK6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6963.degrees latitude (g = 980.6199 gals.).
 AK6963
 AK6963.The modeled gravity was interpolated from observed gravity values.
 AK6963
 AK6963;                    North         East    Units  Estimated Accuracy
 AK6963;SPC FL E     -   423,470.      235,220.      MT  (+/- 180 meters Scaled)
 AK6963
 AK6963                          SUPERSEDED SURVEY CONTROL
 AK6963
 AK6963  NGVD 29 (09/01/92)    7.121  (m)           23.36   (f) ADJUSTED    1 2
 AK6963
 AK6963.Superseded values are not recommended for survey control.
 AK6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6963.See file dsdata.txt to determine how the superseded data were derived.
 AK6963
 AK6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM352144(NAD 83)
 AK6963_MARKER: DV = VERTICAL CONTROL DISK
 AK6963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK6963_SP_SET: BUILDING
 AK6963_STAMPING: B 404 1991
 AK6963_MARK LOGO: NGS   
 AK6963_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6963+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 AK6963
 AK6963  HISTORY     - Date     Condition        Report By
 AK6963  HISTORY     - 1991     MONUMENTED       NGS
 AK6963  HISTORY     - 20030113 GOOD             USPSQD
 AK6963  HISTORY     - 20040121 GOOD             USPSQD
 AK6963  HISTORY     - 20050725 GOOD             USPSQD
 AK6963
 AK6963                          STATION DESCRIPTION
 AK6963
 AK6963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6963'3.1 KM (1.9 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AK6963'STATE HIGHWAY 518 (EAU GALLIE BOULEVARD) IN EAU GALLIE, SET
 AK6963'VERTICALLY IN THE EAST FACE OF THE ASCENSION CATHOLIC CHURCH, 55.0 M
 AK6963'(180.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AK6963'HIGHWAY, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT)
 AK6963'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 AK6963
 AK6963                          STATION RECOVERY (2003)
 AK6963
 AK6963'RECOVERY NOTE BY US POWER SQUADRON 2003 (RES)
 AK6963'PHOTO ATTACHED.
 AK6963
 AK6963                          STATION RECOVERY (2004)
 AK6963
 AK6963'RECOVERY NOTE BY US POWER SQUADRON 2004 (RES)
 AK6963'RECOVERED IN GOOD CONDITION.
 AK6963
 AK6963                          STATION RECOVERY (2005)
 AK6963
 AK6963'RECOVERY NOTE BY US POWER SQUADRON 2005 (RES)
 AK6963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2705 ***********************************************************************
 AQ2705  DESIGNATION -  B 405
 AQ2705  PID         -  AQ2705
 AQ2705  STATE/COUNTY-  FL/VOLUSIA
 AQ2705  USGS QUAD   -  ORMOND BEACH (1993)
 AQ2705
 AQ2705                         *CURRENT SURVEY CONTROL
 AQ2705  ___________________________________________________________________
 AQ2705* NAD 83(1986)-  29 18 55.     (N)    081 03 05.     (W)     SCALED    
 AQ2705* NAVD 88     -         5.691  (meters)      18.67   (feet)  ADJUSTED  
 AQ2705  ___________________________________________________________________
 AQ2705  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AQ2705  DYNAMIC HT  -           5.684 (meters)      18.65  (feet)  COMP
 AQ2705  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AQ2705
 AQ2705  VERT ORDER  -  FIRST     CLASS II
 AQ2705
 AQ2705.The horizontal coordinates were scaled from a topographic map and have
 AQ2705.an estimated accuracy of +/- 6 seconds.
 AQ2705
 AQ2705.The orthometric height was determined by differential leveling
 AQ2705.and adjusted by the National Geodetic Survey in May 1994..
 AQ2705
 AQ2705.The geoid height was determined by GEOID03.
 AQ2705
 AQ2705.The dynamic height is computed by dividing the NAVD 88
 AQ2705.geopotential number by the normal gravity value computed on the
 AQ2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2705.degrees latitude (g = 980.6199 gals.).
 AQ2705
 AQ2705.The modeled gravity was interpolated from observed gravity values.
 AQ2705
 AQ2705;                    North         East    Units  Estimated Accuracy
 AQ2705;SPC FL E     -   551,970.      195,010.      MT  (+/- 180 meters Scaled)
 AQ2705
 AQ2705                          SUPERSEDED SURVEY CONTROL
 AQ2705
 AQ2705  NGVD 29 (09/01/92)    6.039  (m)           19.81   (f) ADJUSTED    1 2
 AQ2705
 AQ2705.Superseded values are not recommended for survey control.
 AQ2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2705.See file dsdata.txt to determine how the superseded data were derived.
 AQ2705
 AQ2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN950429(NAD 83)
 AQ2705_MARKER: I = METAL ROD
 AQ2705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AQ2705_SP_SET: STAINLESS STEEL ROD
 AQ2705_STAMPING: B 405 1991
 AQ2705_MARK LOGO: NGS   
 AQ2705_PROJECTION: FLUSH
 AQ2705_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ2705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AQ2705+STABILITY: POSITION/ELEVATION WELL
 AQ2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2705+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AQ2705_ROD/PIPE-DEPTH: 24.3 meters
 AQ2705
 AQ2705  HISTORY     - Date     Condition        Report By
 AQ2705  HISTORY     - 1991     MONUMENTED       NGS
 AQ2705
 AQ2705                          STATION DESCRIPTION
 AQ2705
 AQ2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ2705'2.8 KM (1.7 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ2705'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 40 (EAST GRANADA
 AQ2705'BOULEVARD) IN ORMOND BEACH, 91.2 M (299.2 FT) NORTH OF THE CENTER OF
 AQ2705'ANN RUSTIN DRIVE, 27.2 M (89.2 FT) SOUTH OF THE CENTERLINE OF FR.
 AQ2705'FLYNNS WAY, 12.0 M (39.4 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 AQ2705'CENTERLINE, 5.0 M (16.4 FT) SOUTHEAST OF THE WEST LEG OF A SIGN
 AQ2705'(SAINT BRENDAN CATHOLIC CHURCH AND SCHOOL), 1.7 M (5.6 FT) WEST OF
 AQ2705'THE EDGE OF A SIDEWALK, AND 0.6 M (2.0 FT) SOUTH OF A UTILITY POLE.
 AQ2705'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6910 ***********************************************************************
 DE6910  DESIGNATION -  B 406
 DE6910  PID         -  DE6910
 DE6910  STATE/COUNTY-  FL/ESCAMBIA
 DE6910  USGS QUAD   -  CENTURY (1978)
 DE6910
 DE6910                         *CURRENT SURVEY CONTROL
 DE6910  ___________________________________________________________________
 DE6910* NAD 83(1986)-  30 52 38.     (N)    087 21 08.     (W)     SCALED    
 DE6910* NAVD 88     -        72.189  (meters)     236.84   (feet)  ADJUSTED  
 DE6910  ___________________________________________________________________
 DE6910  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DE6910  DYNAMIC HT  -          72.096 (meters)     236.53  (feet)  COMP
 DE6910  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 DE6910
 DE6910  VERT ORDER  -  SECOND    CLASS II
 DE6910
 DE6910.The horizontal coordinates were scaled from a topographic map and have
 DE6910.an estimated accuracy of +/- 6 seconds.
 DE6910
 DE6910.The orthometric height was determined by differential leveling
 DE6910.and adjusted by the National Geodetic Survey in September 2002..
 DE6910.No vertical observational check was made to the station.
 DE6910
 DE6910.The geoid height was determined by GEOID03.
 DE6910
 DE6910.The dynamic height is computed by dividing the NAVD 88
 DE6910.geopotential number by the normal gravity value computed on the
 DE6910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6910.degrees latitude (g = 980.6199 gals.).
 DE6910
 DE6910.The modeled gravity was interpolated from observed gravity values.
 DE6910
 DE6910;                    North         East    Units  Estimated Accuracy
 DE6910;SPC FL N     -   211,500.      327,270.      MT  (+/- 180 meters Scaled)
 DE6910
 DE6910                          SUPERSEDED SURVEY CONTROL
 DE6910
 DE6910.No superseded survey control is available for this station.
 DE6910
 DE6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV663160(NAD 83)
 DE6910_MARKER: DV = VERTICAL CONTROL DISK
 DE6910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6910_STAMPING: B 406 1991
 DE6910_MARK LOGO: NGS   
 DE6910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6910+STABILITY: SURFACE MOTION
 DE6910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6910+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DE6910
 DE6910  HISTORY     - Date     Condition        Report By
 DE6910  HISTORY     - 1991     MONUMENTED       FLDNR
 DE6910
 DE6910                          STATION DESCRIPTION
 DE6910
 DE6910'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 DE6910'THE MARK IS ABOUT 2.06 MI (3.32 KM) NORTHWESTERLY OF MCDAVID AND SET
 DE6910'IN THE SOUTHWEST 1/4 OF SECTION 4, T 4 N, R 31 W. TO REACH THE MARK
 DE6910'FROM THE JUNCTION OF U.S. HIGHWAY 29 AND COUNTY ROAD 164 IN MCDAVID,
 DE6910'GO NORTHWESTERLY AND WEST FOR 2.05 MI (3.30 KM) ON COUNTY ROAD 164 TO
 DE6910'THE MARK ON THE LEFT, ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF COUNTY
 DE6910'ROAD 164 AND FLUSH WITH THE GROUND. LOCATED 49.6 FT (15.1 M) WEST OF
 DE6910'THE CENTERLINE OF COUNTY ROAD 164, 27.5 FT (8.4 M) SOUTH OF THE
 DE6910'NORTHERN MOST GATE POST (3-INCH DIAMETER IRON PIPE) FOR GATE 11, 11.5
 DE6910'FT (3.5 M) EAST OF THE CENTERLINE OF A DIM TRACKED ROAD NORTH-SOUTH
 DE6910'AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2546 ***********************************************************************
 BC2546  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2546  DESIGNATION -  B 407
 BC2546  PID         -  BC2546
 BC2546  STATE/COUNTY-  FL/DUVAL
 BC2546  USGS QUAD   -  MAYPORT (1992)
 BC2546
 BC2546                         *CURRENT SURVEY CONTROL
 BC2546  ___________________________________________________________________
 BC2546* NAD 83(1986)-  30 23 36.     (N)    081 25 44.     (W)     SCALED    
 BC2546* NAVD 88     -         1.038  (meters)       3.41   (feet)  ADJUSTED  
 BC2546  ___________________________________________________________________
 BC2546  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BC2546  DYNAMIC HT  -           1.037 (meters)       3.40  (feet)  COMP
 BC2546  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 BC2546
 BC2546  VERT ORDER  -  FIRST     CLASS II
 BC2546
 BC2546.The horizontal coordinates were scaled from a topographic map and have
 BC2546.an estimated accuracy of +/- 6 seconds.
 BC2546
 BC2546.The orthometric height was determined by differential leveling
 BC2546.and adjusted by the National Geodetic Survey in May 1994..
 BC2546
 BC2546.This Tidal Bench Mark is designated as VM 13979
 BC2546.by the Center for Operational Oceanographic Products and Services.
 BC2546
 BC2546.This Tidal Bench Mark is designated as VM 14101
 BC2546.by the Center for Operational Oceanographic Products and Services.
 BC2546
 BC2546.The geoid height was determined by GEOID03.
 BC2546
 BC2546.The dynamic height is computed by dividing the NAVD 88
 BC2546.geopotential number by the normal gravity value computed on the
 BC2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2546.degrees latitude (g = 980.6199 gals.).
 BC2546
 BC2546.The modeled gravity was interpolated from observed gravity values.
 BC2546
 BC2546;                    North         East    Units  Estimated Accuracy
 BC2546;SPC FL E     -   671,550.      158,790.      MT  (+/- 180 meters Scaled)
 BC2546
 BC2546                          SUPERSEDED SURVEY CONTROL
 BC2546
 BC2546  NGVD 29 (09/01/92)    1.377  (m)            4.52   (f) ADJUSTED    1 2
 BC2546
 BC2546.Superseded values are not recommended for survey control.
 BC2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2546.See file dsdata.txt to determine how the superseded data were derived.
 BC2546
 BC2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587624(NAD 83)
 BC2546_MARKER: I = METAL ROD
 BC2546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2546_SP_SET: STAINLESS STEEL ROD
 BC2546_STAMPING: B 407 1991
 BC2546_MARK LOGO: NGS   
 BC2546_PROJECTION: FLUSH
 BC2546_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC2546+STABILITY: POSITION/ELEVATION WELL
 BC2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2546+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BC2546_ROD/PIPE-DEPTH: 20.4 meters
 BC2546
 BC2546  HISTORY     - Date     Condition        Report By
 BC2546  HISTORY     - 1991     MONUMENTED       NGS
 BC2546
 BC2546                          STATION DESCRIPTION
 BC2546
 BC2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC2546'IN MAYPORT, AT 4610 OCEAN STREET, 38.9 M (127.6 FT) SOUTHWEST OF THE
 BC2546'SOUTHWEST CORNER OF THE FERRY MAINTENANCE OFFICE AT 4610 OCEAN
 BC2546'STREET, 22.6 M (74.1 FT) NORTHWEST OF A CHAIN-LINK FENCE, 18.2 M
 BC2546'(59.7 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A RETAINING WALL, 9.5 M
 BC2546'(31.2 FT) SOUTHWEST OF THE WEST CORNER OF A GARAGE, AND 0.9 M (3.0
 BC2546'FT) NORTHEAST OF A CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT
 BC2546'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2524 ***********************************************************************
 BC2524  DESIGNATION -  B 408
 BC2524  PID         -  BC2524
 BC2524  STATE/COUNTY-  FL/NASSAU
 BC2524  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC2524
 BC2524                         *CURRENT SURVEY CONTROL
 BC2524  ___________________________________________________________________
 BC2524* NAD 83(1986)-  30 38 44.     (N)    081 27 35.     (W)     SCALED    
 BC2524* NAVD 88     -         4.007  (meters)      13.15   (feet)  ADJUSTED  
 BC2524  ___________________________________________________________________
 BC2524  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2524  DYNAMIC HT  -           4.002 (meters)      13.13  (feet)  COMP
 BC2524  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BC2524
 BC2524  VERT ORDER  -  FIRST     CLASS II
 BC2524
 BC2524.The horizontal coordinates were scaled from a topographic map and have
 BC2524.an estimated accuracy of +/- 6 seconds.
 BC2524
 BC2524.The orthometric height was determined by differential leveling
 BC2524.and adjusted by the National Geodetic Survey in May 1994..
 BC2524
 BC2524.The geoid height was determined by GEOID03.
 BC2524
 BC2524.The dynamic height is computed by dividing the NAVD 88
 BC2524.geopotential number by the normal gravity value computed on the
 BC2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2524.degrees latitude (g = 980.6199 gals.).
 BC2524
 BC2524.The modeled gravity was interpolated from observed gravity values.
 BC2524
 BC2524;                    North         East    Units  Estimated Accuracy
 BC2524;SPC FL E     -   699,520.      155,940.      MT  (+/- 180 meters Scaled)
 BC2524
 BC2524                          SUPERSEDED SURVEY CONTROL
 BC2524
 BC2524  NGVD 29 (09/01/92)    4.359  (m)           14.30   (f) ADJUSTED    1 2
 BC2524
 BC2524.Superseded values are not recommended for survey control.
 BC2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2524.See file dsdata.txt to determine how the superseded data were derived.
 BC2524
 BC2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559904(NAD 83)
 BC2524_MARKER: F = FLANGE-ENCASED ROD
 BC2524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2524_SP_SET: STAINLESS STEEL ROD
 BC2524_STAMPING: B 408 1991
 BC2524_MARK LOGO: NGS   
 BC2524_PROJECTION: FLUSH
 BC2524_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2524+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1992
 BC2524_ROD/PIPE-DEPTH: 19.1 meters
 BC2524
 BC2524  HISTORY     - Date     Condition        Report By
 BC2524  HISTORY     - 1991     MONUMENTED       NGS
 BC2524  HISTORY     - 19920628 GOOD             FLDNR
 BC2524
 BC2524                          STATION DESCRIPTION
 BC2524
 BC2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC2524'2.8 KM (1.7 MI) SOUTHERLY ALONG STATE HIGHWAY A1A FROM THE
 BC2524'INTERSECTION OF CENTRE STREET IN FERNANDINA BEACH, THENCE 0.1 KM (0.1
 BC2524'MI) WESTERLY ALONG GEIGER ROAD, 18.4 M (60.4 FT) NORTH OF THE CENTER
 BC2524'OF THE ROAD, 6.7 M (22.0 FT) WEST OF THE NEAR RAIL OF THE CSX
 BC2524'TRANSPORTATION RAILROAD, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE, AND
 BC2524'0.7 M (2.3 FT) WEST OF A WOODEN WATER PIPE.  NOTE--ACCESS TO THE
 BC2524'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BC2524
 BC2524                          STATION RECOVERY (1992)
 BC2524
 BC2524'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC2524'THE MARK IS IN FERNANDINA BEACH AT THE WEST END OF GEIGER ROAD, IN
 BC2524'SECTION 30, T 3 N, R 28 E. TO REACH THE MARK FROM THE COURTHOUSE IN
 BC2524'FERNANDINA BEACH, GO EAST-SOUTHEAST ON ATLANTIC AVENUE FOR 0.20 MI
 BC2524'(0.32 KM) TO THE INTERSECTION OF 8TH STREET (STATE ROAD A1A), TURN
 BC2524'RIGHT ON 8TH STREET (STATE ROAD A1A) AND GO SOUTHERLY FOR 1.80 MI
 BC2524'(2.90 KM) TO THE JUNCTION OF GEIGER ROAD ON THE RIGHT AND T.J. COURSON
 BC2524'ROAD ON THE LEFT, TURN RIGHT ON GEIGER ROAD AND GO WESTERLY FOR 0.1 MI
 BC2524'(0.2 KM) TO A DIRT ROAD PARALLEL TO THE RAILROAD TRACKS AND THE MARK
 BC2524'ON THE RIGHT, SET ON THE TOP OF A STAINLESS STEEL ROD DRIVEN TO
 BC2524'REFUSAL AT A DEPTH OF 19.1 METERS (62.7 FT) FLUSH WITH THE GROUND AND
 BC2524'1.0 FT (0.3 M) BELOW THE LEVEL OF THE RAILROAD TRACKS. LOCATED 60.4 FT
 BC2524'(18.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF GEIGER ROAD, 25.1 FT
 BC2524'(7.7 M) WEST OF THE WEST RAIL OF THE CSX TRANSPORTATION RAILROAD, 20.3
 BC2524'FT (6.2 M) NORTH OF A METAL GATE POST, 3.3 FT (1.0 M) SOUTH OF A POWER
 BC2524'POLE AND 2.3 FT (0.7 M) WEST OF A WOODEN WATER PIPE. NOTE, ACCESS TO
 BC2524'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. NOTE, NOT LEVELED THIS
 BC2524'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6662 ***********************************************************************
 DE6662  DESIGNATION -  B 409
 DE6662  PID         -  DE6662
 DE6662  STATE/COUNTY-  FL/GULF
 DE6662  USGS QUAD   -  WEWAHITCHKA (1990)
 DE6662
 DE6662                         *CURRENT SURVEY CONTROL
 DE6662  ___________________________________________________________________
 DE6662* NAD 83(1986)-  30 00 04.     (N)    085 08 51.     (W)     SCALED    
 DE6662* NAVD 88     -         7.826  (meters)      25.68   (feet)  ADJUSTED  
 DE6662  ___________________________________________________________________
 DE6662  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DE6662  DYNAMIC HT  -           7.816 (meters)      25.64  (feet)  COMP
 DE6662  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 DE6662
 DE6662  VERT ORDER  -  SECOND    CLASS I
 DE6662
 DE6662.The horizontal coordinates were scaled from a topographic map and have
 DE6662.an estimated accuracy of +/- 6 seconds.
 DE6662
 DE6662.The orthometric height was determined by differential leveling
 DE6662.and adjusted by the National Geodetic Survey in July 2004..
 DE6662.No vertical observational check was made to the station.
 DE6662
 DE6662.The geoid height was determined by GEOID03.
 DE6662
 DE6662.The dynamic height is computed by dividing the NAVD 88
 DE6662.geopotential number by the normal gravity value computed on the
 DE6662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6662.degrees latitude (g = 980.6199 gals.).
 DE6662
 DE6662.The modeled gravity was interpolated from observed gravity values.
 DE6662
 DE6662;                    North         East    Units  Estimated Accuracy
 DE6662;SPC FL N     -   111,150.      537,530.      MT  (+/- 180 meters Scaled)
 DE6662
 DE6662                          SUPERSEDED SURVEY CONTROL
 DE6662
 DE6662.No superseded survey control is available for this station.
 DE6662
 DE6662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU786203(NAD 83)
 DE6662_MARKER: F = FLANGE-ENCASED ROD
 DE6662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6662_STAMPING: B 409 1991
 DE6662_MARK LOGO: NGS   
 DE6662_PROJECTION: RECESSED 8 CENTIMETERS
 DE6662_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6662+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DE6662_ROD/PIPE-DEPTH: 24.4 meters
 DE6662
 DE6662  HISTORY     - Date     Condition        Report By
 DE6662  HISTORY     - 1991     MONUMENTED       NGS
 DE6662
 DE6662                          STATION DESCRIPTION
 DE6662
 DE6662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 DE6662'THE MARK IS ABOUT 9.05 MI (14.56 KM) SOUTHEAST OF WEWAHITCHKA IN
 DE6662'SECTION 33, T 5 S, R 9 W.  PROPERTY OWNER--THOMAS L. BURCH. TO REACH
 DE6662'THE MARK FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 22
 DE6662'WEST IN WEWAHITCHKA, GO SOUTH ON STATE HIGHWAY 71 FOR 5.15 MI (8.29
 DE6662'KM) TO THE JUNCTION OF COUNTY ROAD 381 ON THE LEFT, TURN LEFT ON TO
 DE6662'COUNTY ROAD 381 AND GO SOUTHEASTERLY FOR 3.9 MI (6.3 KM) TO THE MARK
 DE6662'ON THE RIGHT SET IN THE TOP OF CONCRETE MONUMENT RECESSED 0.3 FT (9.1
 DE6662'CM) BELOW THE LEVEL OF THE GROUND.  ACCESS TO DATUM POINT IS HAD
 DE6662'THROUGH A 5-INCH LOGO CAP. LOCATED 87.0 FT (26.5 M) SOUTH OF THE
 DE6662'CENTERLINE OF COUNTY ROAD 381, 76.0 FT (23.2 M) NORTHWEST OF THE
 DE6662'NORTHWEST CORNER OF THE HOUSE, 59.0 FT (18.0 M) SOUTHWEST OF TELEPHONE
 DE6662'CABLE BOX NUMBER B 15R 1 AND 31.5 FT (9.6 M) WEST OF THE APPROXIMATE
 DE6662'CENTER OF THE DIM DRIVEWAY TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8111 ***********************************************************************
 AD8111  DESIGNATION -  B 409 X
 AD8111  PID         -  AD8111
 AD8111  STATE/COUNTY-  FL/BROWARD
 AD8111  USGS QUAD   -  COOPER CITY SW (1983)
 AD8111
 AD8111                         *CURRENT SURVEY CONTROL
 AD8111  ___________________________________________________________________
 AD8111* NAD 83(1986)-  26 07 14.     (N)    080 26 12.     (W)     SCALED    
 AD8111* NAVD 88     -         1.827  (meters)       5.99   (feet)  ADJUSTED  
 AD8111  ___________________________________________________________________
 AD8111  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AD8111  DYNAMIC HT  -           1.824 (meters)       5.98  (feet)  COMP
 AD8111  MODELED GRAV-     979,058.5   (mgal)                       NAVD 88
 AD8111
 AD8111  VERT ORDER  -  FIRST     CLASS II
 AD8111
 AD8111.The horizontal coordinates were scaled from a topographic map and have
 AD8111.an estimated accuracy of +/- 6 seconds.
 AD8111
 AD8111.The orthometric height was determined by differential leveling
 AD8111.and adjusted by the National Geodetic Survey in September 1992..
 AD8111
 AD8111.The geoid height was determined by GEOID03.
 AD8111
 AD8111.The dynamic height is computed by dividing the NAVD 88
 AD8111.geopotential number by the normal gravity value computed on the
 AD8111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8111.degrees latitude (g = 980.6199 gals.).
 AD8111
 AD8111.The modeled gravity was interpolated from observed gravity values.
 AD8111
 AD8111;                    North         East    Units  Estimated Accuracy
 AD8111;SPC FL E     -   198,090.      256,340.      MT  (+/- 180 meters Scaled)
 AD8111
 AD8111                          SUPERSEDED SURVEY CONTROL
 AD8111
 AD8111  NGVD 29 (09/01/92)    2.280  (m)            7.48   (f) ADJUSTED    1 2
 AD8111
 AD8111.Superseded values are not recommended for survey control.
 AD8111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8111.See file dsdata.txt to determine how the superseded data were derived.
 AD8111
 AD8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ563891(NAD 83)
 AD8111_MARKER: I = METAL ROD
 AD8111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8111_SP_SET: STAINLESS STEEL ROD
 AD8111_STAMPING: B 409 X 1992
 AD8111_MARK LOGO: NGS   
 AD8111_PROJECTION: FLUSH
 AD8111_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8111+STABILITY: POSITION/ELEVATION WELL
 AD8111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8111+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AD8111_ROD/PIPE-DEPTH: 8.2  meters
 AD8111
 AD8111  HISTORY     - Date     Condition        Report By
 AD8111  HISTORY     - 1992     MONUMENTED       NGS
 AD8111  HISTORY     - 20050831 GOOD             WEIDEN
 AD8111
 AD8111                          STATION DESCRIPTION
 AD8111
 AD8111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8111'2.6 KM (1.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8111'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), 15.4 M (50.5
 AD8111'FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AD8111'HIGHWAY, 13.1 M (43.0 FT) NORTH-NORTHWEST OF THE CENTER OF A PAVED
 AD8111'ROAD, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0
 AD8111'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AD8111'THROUGH A 5-INCH LOGO CAP.
 AD8111
 AD8111                          STATION RECOVERY (2005)
 AD8111
 AD8111'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AD8111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4769 ***********************************************************************
 AC4769  DESIGNATION -  B 410 X
 AC4769  PID         -  AC4769
 AC4769  STATE/COUNTY-  FL/MIAMI-DADE
 AC4769  USGS QUAD   -  LONG ISLAND (1973)
 AC4769
 AC4769                         *CURRENT SURVEY CONTROL
 AC4769  ___________________________________________________________________
 AC4769* NAD 83(1986)-  25 46 24.     (N)    080 40 24.     (W)     SCALED    
 AC4769* NAVD 88     -         4.992  (meters)      16.38   (feet)  ADJUSTED  
 AC4769  ___________________________________________________________________
 AC4769  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AC4769  DYNAMIC HT  -           4.984 (meters)      16.35  (feet)  COMP
 AC4769  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AC4769
 AC4769  VERT ORDER  -  FIRST     CLASS II
 AC4769
 AC4769.The horizontal coordinates were scaled from a topographic map and have
 AC4769.an estimated accuracy of +/- 6 seconds.
 AC4769
 AC4769.The orthometric height was determined by differential leveling
 AC4769.and adjusted by the National Geodetic Survey in September 1992..
 AC4769
 AC4769.The geoid height was determined by GEOID03.
 AC4769
 AC4769.The dynamic height is computed by dividing the NAVD 88
 AC4769.geopotential number by the normal gravity value computed on the
 AC4769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4769.degrees latitude (g = 980.6199 gals.).
 AC4769
 AC4769.The modeled gravity was interpolated from observed gravity values.
 AC4769
 AC4769;                    North         East    Units  Estimated Accuracy
 AC4769;SPC FL E     -   159,550.      232,770.      MT  (+/- 180 meters Scaled)
 AC4769
 AC4769                          SUPERSEDED SURVEY CONTROL
 AC4769
 AC4769  NGVD 29 (09/01/92)    5.460  (m)           17.91   (f) ADJUSTED    1 2
 AC4769
 AC4769.Superseded values are not recommended for survey control.
 AC4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4769.See file dsdata.txt to determine how the superseded data were derived.
 AC4769
 AC4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ327506(NAD 83)
 AC4769_MARKER: I = METAL ROD
 AC4769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4769_SP_SET: STAINLESS STEEL ROD
 AC4769_STAMPING: B 410 X 1992
 AC4769_MARK LOGO: NGS   
 AC4769_PROJECTION: FLUSH
 AC4769_MAGNETIC: I = MARKER IS A STEEL ROD
 AC4769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4769+STABILITY: POSITION/ELEVATION WELL
 AC4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4769+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC4769_ROD/PIPE-DEPTH: 4.3  meters
 AC4769
 AC4769  HISTORY     - Date     Condition        Report By
 AC4769  HISTORY     - 1992     MONUMENTED       NGS
 AC4769
 AC4769                          STATION DESCRIPTION
 AC4769
 AC4769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4769'37.1 KM (23.05 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC4769'OFFICE IN WEST MIAMI, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG A ROAD
 AC4769'ON TOP OF LEVEE NUMBER 67A, 7.4 M (24.3 FT) NORTHEAST OF THE
 AC4769'SOUTHEAST CORNER OF A TURN OUT, 6.0 M (19.7 FT) EAST OF AND LEVEL
 AC4769'WITH THE CENTER OF THE ROAD, AND 1.0 M (3.3 FT) WEST OF A WITNESS
 AC4769'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6657 ***********************************************************************
 DE6657  DESIGNATION -  B 411
 DE6657  PID         -  DE6657
 DE6657  STATE/COUNTY-  FL/BRADFORD
 DE6657  USGS QUAD   -  LAWTEY (1993)
 DE6657
 DE6657                         *CURRENT SURVEY CONTROL
 DE6657  ___________________________________________________________________
 DE6657* NAD 83(1986)-  30 03 20.     (N)    082 05 28.     (W)     SCALED    
 DE6657* NAVD 88     -        44.688  (meters)     146.61   (feet)  ADJUSTED  
 DE6657  ___________________________________________________________________
 DE6657  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DE6657  DYNAMIC HT  -          44.629 (meters)     146.42  (feet)  COMP
 DE6657  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 DE6657
 DE6657  VERT ORDER  -  SECOND    CLASS I
 DE6657
 DE6657.The horizontal coordinates were scaled from a topographic map and have
 DE6657.an estimated accuracy of +/- 6 seconds.
 DE6657
 DE6657.The orthometric height was determined by differential leveling
 DE6657.and adjusted by the National Geodetic Survey in July 2004..
 DE6657.No vertical observational check was made to the station.
 DE6657
 DE6657.The geoid height was determined by GEOID03.
 DE6657
 DE6657.The dynamic height is computed by dividing the NAVD 88
 DE6657.geopotential number by the normal gravity value computed on the
 DE6657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6657.degrees latitude (g = 980.6199 gals.).
 DE6657
 DE6657.The modeled gravity was interpolated from observed gravity values.
 DE6657
 DE6657;                    North         East    Units  Estimated Accuracy
 DE6657;SPC FL N     -   119,460.      832,270.      MT  (+/- 180 meters Scaled)
 DE6657
 DE6657                          SUPERSEDED SURVEY CONTROL
 DE6657
 DE6657.No superseded survey control is available for this station.
 DE6657
 DE6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP948254(NAD 83)
 DE6657_MARKER: DV = VERTICAL CONTROL DISK
 DE6657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6657_STAMPING: B 411 1992
 DE6657_MARK LOGO: NGS   
 DE6657_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6657+STABILITY: SURFACE MOTION
 DE6657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6657+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DE6657
 DE6657  HISTORY     - Date     Condition        Report By
 DE6657  HISTORY     - 1992     MONUMENTED       FLDNR
 DE6657
 DE6657                          STATION DESCRIPTION
 DE6657
 DE6657'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 DE6657'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF LAWTEY IN SECTION 22, T
 DE6657'5 S, R 22 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301
 DE6657'AND STATE ROAD 125 AT LAWTEY, GO WEST ON STATE ROAD 125 FOR 1.45 MI
 DE6657'(2.33 KM) TO NORTHWEST 15TH STREET AND THE MARK ON THE LEFT. LOCATED
 DE6657'56.6 FT (17.3 M) SOUTH OF THE CENTERLINE OF STATE ROAD 125, 41.0 FT
 DE6657'(12.5 M) WEST-NORTHWEST OF 15TH STREET (A DIRT ROAD), 4.5 FT (1.4 M)
 DE6657'NORTH OF A POWER POLE WITH A TRANSFORMER (29268343609) AND 4.5 FT (1.4
 DE6657'M) NORTH OF A CARSONSITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8180 ***********************************************************************
 AD8180  DESIGNATION -  B 411 X
 AD8180  PID         -  AD8180
 AD8180  STATE/COUNTY-  FL/PALM BEACH
 AD8180  USGS QUAD   -  PALM BEACH (1983)
 AD8180
 AD8180                         *CURRENT SURVEY CONTROL
 AD8180  ___________________________________________________________________
 AD8180* NAD 83(1986)-  26 40 37.     (N)    080 05 00.     (W)     SCALED    
 AD8180* NAVD 88     -         6.023  (meters)      19.76   (feet)  ADJUSTED  
 AD8180  ___________________________________________________________________
 AD8180  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AD8180  DYNAMIC HT  -           6.014 (meters)      19.73  (feet)  COMP
 AD8180  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 AD8180
 AD8180  VERT ORDER  -  FIRST     CLASS II
 AD8180
 AD8180.The horizontal coordinates were scaled from a topographic map and have
 AD8180.an estimated accuracy of +/- 6 seconds.
 AD8180
 AD8180.The orthometric height was determined by differential leveling
 AD8180.and adjusted by the National Geodetic Survey in September 1992..
 AD8180
 AD8180.The geoid height was determined by GEOID03.
 AD8180
 AD8180.The dynamic height is computed by dividing the NAVD 88
 AD8180.geopotential number by the normal gravity value computed on the
 AD8180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8180.degrees latitude (g = 980.6199 gals.).
 AD8180
 AD8180.The modeled gravity was interpolated from observed gravity values.
 AD8180
 AD8180;                    North         East    Units  Estimated Accuracy
 AD8180;SPC FL E     -   259,940.      291,240.      MT  (+/- 180 meters Scaled)
 AD8180
 AD8180                          SUPERSEDED SURVEY CONTROL
 AD8180
 AD8180  NGVD 29 (09/01/92)    6.485  (m)           21.28   (f) ADJUSTED    1 2
 AD8180
 AD8180.Superseded values are not recommended for survey control.
 AD8180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8180.See file dsdata.txt to determine how the superseded data were derived.
 AD8180
 AD8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK912509(NAD 83)
 AD8180_MARKER: DV = VERTICAL CONTROL DISK
 AD8180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8180_SP_SET: ABUTMENT
 AD8180_STAMPING: B 411 X 1992
 AD8180_MARK LOGO: NGS   
 AD8180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8180+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8180
 AD8180  HISTORY     - Date     Condition        Report By
 AD8180  HISTORY     - 1992     MONUMENTED       NGS
 AD8180  HISTORY     - 20011109 MARK NOT FOUND   USPSQD
 AD8180  HISTORY     - 20030305 MARK NOT FOUND   USPSQD
 AD8180  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 AD8180  HISTORY     - 20050423 MARK NOT FOUND   USPSQD
 AD8180
 AD8180                          STATION DESCRIPTION
 AD8180
 AD8180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8180'1.4 KM (0.85 MI) WESTERLY ALONG U.S. HIGHWAY 98 (SOUTHERN BOULEVARD)
 AD8180'FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 IN WEST PALM BEACH, SET
 AD8180'VERTICALLY IN THE NORTH FACE OF THE WEST CONCRETE ABUTMENT OF
 AD8180'WESTBOUND HIGHWAY BRIDGE NUMBER 930951, 11.2 M (36.7 FT) NORTH OF THE
 AD8180'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) EAST
 AD8180'OF THE WEST END OF THE ABUTMENT, AND 0.4 M (1.3 FT) BELOW THE LEVEL
 AD8180'OF THE HIGHWAY.
 AD8180
 AD8180                          STATION RECOVERY (2001)
 AD8180
 AD8180'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD8180'BRIDGE DEMOLISHED DUE TO EXTENSIVE ROAD REBUILDING
 AD8180
 AD8180                          STATION RECOVERY (2003)
 AD8180
 AD8180'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8180'MARK NOT FOUND.
 AD8180
 AD8180                          STATION RECOVERY (2004)
 AD8180
 AD8180'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8180'MARK NOT FOUND.
 AD8180
 AD8180                          STATION RECOVERY (2005)
 AD8180
 AD8180'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8260 ***********************************************************************
 AD8260  DESIGNATION -  B 413
 AD8260  PID         -  AD8260
 AD8260  STATE/COUNTY-  FL/HENDRY
 AD8260  USGS QUAD   -  LAKE HICPOCHEE (1971)
 AD8260
 AD8260                         *CURRENT SURVEY CONTROL
 AD8260  ___________________________________________________________________
 AD8260* NAD 83(1999)-  26 46 05.78394(N)    081 14 50.71300(W)     ADJUSTED  
 AD8260* NAVD 88     -         5.590  (meters)      18.34   (feet)  ADJUSTED  
 AD8260  ___________________________________________________________________
 AD8260  X           -     867,125.613 (meters)                     COMP
 AD8260  Y           -  -5,632,118.969 (meters)                     COMP
 AD8260  Z           -   2,855,306.347 (meters)                     COMP
 AD8260  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AD8260  ELLIP HEIGHT-         -18.86  (meters)          (12/12/02) GPS OBS
 AD8260  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AD8260  DYNAMIC HT  -           5.581 (meters)      18.31  (feet)  COMP
 AD8260  MODELED GRAV-     979,107.6   (mgal)                       NAVD 88
 AD8260
 AD8260  HORZ ORDER  -  FIRST
 AD8260  VERT ORDER  -  FIRST     CLASS II
 AD8260  ELLP ORDER  -  FOURTH    CLASS I
 AD8260
 AD8260.The horizontal coordinates were established by GPS observations
 AD8260.and adjusted by the National Geodetic Survey in December 2002..
 AD8260
 AD8260.The orthometric height was determined by differential leveling
 AD8260.and adjusted by the National Geodetic Survey in September 1992..
 AD8260
 AD8260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8260
 AD8260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8260
 AD8260.The ellipsoidal height was determined by GPS observations
 AD8260.and is referenced to NAD 83.
 AD8260
 AD8260.The geoid height was determined by GEOID03.
 AD8260
 AD8260.The dynamic height is computed by dividing the NAVD 88
 AD8260.geopotential number by the normal gravity value computed on the
 AD8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8260.degrees latitude (g = 980.6199 gals.).
 AD8260
 AD8260.The modeled gravity was interpolated from observed gravity values.
 AD8260
 AD8260;                    North         East     Units Scale Factor Converg.
 AD8260;SPC FL E     -   269,753.780   175,393.593   MT  0.99994865   -0 06 41.2
 AD8260;SPC FL E     -   885,017.19    575,437.15   sFT  0.99994865   -0 06 41.2
 AD8260;UTM  17      - 2,960,793.722   475,401.988   MT  0.99960747   -0 06 41.2
 AD8260
 AD8260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8260!SPC FL E     -   1.00000296  x   0.99994865  =   0.99995161
 AD8260!UTM  17      -   1.00000296  x   0.99960747  =   0.99961043
 AD8260
 AD8260                          SUPERSEDED SURVEY CONTROL
 AD8260
 AD8260  NAVD 88 (12/12/02)    5.59   (m)           18.3    (f) LEVELING    3  
 AD8260  NGVD 29 (09/01/92)    5.986  (m)           19.64   (f) ADJUSTED    1 2
 AD8260
 AD8260.Superseded values are not recommended for survey control.
 AD8260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8260.See file dsdata.txt to determine how the superseded data were derived.
 AD8260
 AD8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK7540260794(NAD 83)
 AD8260_MARKER: F = FLANGE-ENCASED ROD
 AD8260_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8260_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AD8260_STAMPING: B 413 1992
 AD8260_MARK LOGO: NGS   
 AD8260_PROJECTION: FLUSH
 AD8260_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8260+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 AD8260_ROD/PIPE-DEPTH: 24.1 meters
 AD8260_SLEEVE-DEPTH  : 0.9 meters
 AD8260
 AD8260  HISTORY     - Date     Condition        Report By
 AD8260  HISTORY     - 1992     MONUMENTED       NGS
 AD8260  HISTORY     - 20020518 GOOD             MAPTEC
 AD8260
 AD8260                          STATION DESCRIPTION
 AD8260
 AD8260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8260'19.1 KM (11.85 MI) EASTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD8260'COURTHOUSE IN LA BELLE, 29.4 M (96.5 FT) EAST OF THE EXTENDED
 AD8260'CENTERLINE OF A ROAD LEADING TO HORSESHOE ACRES, 11.0 M (36.1 FT)
 AD8260'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.4 M (27.6 FT) WEST OF THE
 AD8260'WEST END OF THE SOUTH HEADWALL OF A TRIPLE CULVERT, 2.3 M (7.5 FT)
 AD8260'NORTHEAST OF A UTILITY POLE, 2.0 M (6.6 FT) NORTH OF A WITNESS POST,
 AD8260'AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 AD8260'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AD8260
 AD8260                          STATION RECOVERY (2002)
 AD8260
 AD8260'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8260'RECOVERED AS DESCRIBED.
 AD8260'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8275 ***********************************************************************
 AD8275  DESIGNATION -  B 414
 AD8275  PID         -  AD8275
 AD8275  STATE/COUNTY-  FL/PALM BEACH
 AD8275  USGS QUAD   -  LAKE HARBOR (1970)
 AD8275
 AD8275                         *CURRENT SURVEY CONTROL
 AD8275  ___________________________________________________________________
 AD8275* NAD 83(1986)-  26 41 19.     (N)    080 45 42.     (W)     SCALED    
 AD8275* NAVD 88     -        11.982  (meters)      39.31   (feet)  ADJUSTED  
 AD8275  ___________________________________________________________________
 AD8275  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AD8275  DYNAMIC HT  -          11.964 (meters)      39.25  (feet)  COMP
 AD8275  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 AD8275
 AD8275  VERT ORDER  -  FIRST     CLASS II
 AD8275
 AD8275.The horizontal coordinates were scaled from a topographic map and have
 AD8275.an estimated accuracy of +/- 6 seconds.
 AD8275
 AD8275.The orthometric height was determined by differential leveling
 AD8275.and adjusted by the National Geodetic Survey in September 1992..
 AD8275
 AD8275.The geoid height was determined by GEOID03.
 AD8275
 AD8275.The dynamic height is computed by dividing the NAVD 88
 AD8275.geopotential number by the normal gravity value computed on the
 AD8275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8275.degrees latitude (g = 980.6199 gals.).
 AD8275
 AD8275.The modeled gravity was interpolated from observed gravity values.
 AD8275
 AD8275;                    North         East    Units  Estimated Accuracy
 AD8275;SPC FL E     -   260,930.      223,720.      MT  (+/- 180 meters Scaled)
 AD8275
 AD8275                          SUPERSEDED SURVEY CONTROL
 AD8275
 AD8275  NGVD 29 (09/01/92)   12.410  (m)           40.72   (f) ADJUSTED    1 2
 AD8275
 AD8275.Superseded values are not recommended for survey control.
 AD8275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8275.See file dsdata.txt to determine how the superseded data were derived.
 AD8275
 AD8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK237519(NAD 83)
 AD8275_MARKER: I = METAL ROD
 AD8275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8275_SP_SET: STAINLESS STEEL ROD
 AD8275_STAMPING: B 414 1992
 AD8275_MARK LOGO: NGS   
 AD8275_PROJECTION: FLUSH
 AD8275_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8275+STABILITY: POSITION/ELEVATION WELL
 AD8275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8275+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8275_ROD/PIPE-DEPTH: 13.0 meters
 AD8275
 AD8275  HISTORY     - Date     Condition        Report By
 AD8275  HISTORY     - 1992     MONUMENTED       NGS
 AD8275
 AD8275                          STATION DESCRIPTION
 AD8275
 AD8275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8275'8.9 KM (5.55 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 AD8275'STATE HIGHWAY 880 IN BELLE GLADE, THENCE 0.4 M (1.3 FT) NORTHERLY
 AD8275'ALONG A PAVED ROAD TO THE TOP OF THE LAKE OKEECHOBEE LEVEE, THENCE
 AD8275'3.4 KM (2.10 MI) WESTERLY ALONG A LEVEE ROAD, ON THE EXTENDED CENTER
 AD8275'OF A STATE HIGHWAY 80 CROSSOVER, 3.6 M (11.8 FT) NORTHEAST OF THE
 AD8275'CENTER OF THE ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND
 AD8275'0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AD8275'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8285 ***********************************************************************
 AD8285  DESIGNATION -  B 415
 AD8285  PID         -  AD8285
 AD8285  STATE/COUNTY-  FL/HENDRY
 AD8285  USGS QUAD   -  SEARS (1973)
 AD8285
 AD8285                         *CURRENT SURVEY CONTROL
 AD8285  ___________________________________________________________________
 AD8285* NAD 83(1999)-  26 43 24.23509(N)    081 29 26.12621(W)     ADJUSTED  
 AD8285* NAVD 88     -         5.036  (meters)      16.52   (feet)  ADJUSTED  
 AD8285  ___________________________________________________________________
 AD8285  X           -     843,545.497 (meters)                     COMP
 AD8285  Y           -  -5,637,960.888 (meters)                     COMP
 AD8285  Z           -   2,850,865.967 (meters)                     COMP
 AD8285  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AD8285  ELLIP HEIGHT-         -19.43  (meters)          (12/12/02) GPS OBS
 AD8285  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AD8285  DYNAMIC HT  -           5.028 (meters)      16.50  (feet)  COMP
 AD8285  MODELED GRAV-     979,085.6   (mgal)                       NAVD 88
 AD8285
 AD8285  HORZ ORDER  -  FIRST
 AD8285  VERT ORDER  -  FIRST     CLASS II
 AD8285  ELLP ORDER  -  FOURTH    CLASS I
 AD8285
 AD8285.The horizontal coordinates were established by GPS observations
 AD8285.and adjusted by the National Geodetic Survey in December 2002..
 AD8285
 AD8285.The orthometric height was determined by differential leveling
 AD8285.and adjusted by the National Geodetic Survey in September 1992..
 AD8285
 AD8285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8285
 AD8285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8285
 AD8285.The ellipsoidal height was determined by GPS observations
 AD8285.and is referenced to NAD 83.
 AD8285
 AD8285.The geoid height was determined by GEOID03.
 AD8285
 AD8285.The dynamic height is computed by dividing the NAVD 88
 AD8285.geopotential number by the normal gravity value computed on the
 AD8285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8285.degrees latitude (g = 980.6199 gals.).
 AD8285
 AD8285.The modeled gravity was interpolated from observed gravity values.
 AD8285
 AD8285;                    North         East     Units Scale Factor Converg.
 AD8285;SPC FL E     -   264,852.019   151,190.425   MT  0.99997058   -0 13 14.2
 AD8285;SPC FL E     -   868,935.33    496,030.59   sFT  0.99997058   -0 13 14.2
 AD8285;UTM  17      - 2,955,893.634   451,207.079   MT  0.99962939   -0 13 14.2
 AD8285
 AD8285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8285!SPC FL E     -   1.00000305  x   0.99997058  =   0.99997363
 AD8285!UTM  17      -   1.00000305  x   0.99962939  =   0.99963244
 AD8285
 AD8285                          SUPERSEDED SURVEY CONTROL
 AD8285
 AD8285  NAVD 88 (12/12/02)    5.04   (m)           16.5    (f) LEVELING    3  
 AD8285  NGVD 29 (09/01/92)    5.423  (m)           17.79   (f) ADJUSTED    1 2
 AD8285
 AD8285.Superseded values are not recommended for survey control.
 AD8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8285.See file dsdata.txt to determine how the superseded data were derived.
 AD8285
 AD8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK5120755894(NAD 83)
 AD8285_MARKER: F = FLANGE-ENCASED ROD
 AD8285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8285_SP_SET: STAINLESS STEEL ROD
 AD8285_STAMPING: B 415 1992
 AD8285_MARK LOGO: NGS   
 AD8285_PROJECTION: FLUSH
 AD8285_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8285+STABILITY: POSITION/ELEVATION WELL
 AD8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8285+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 AD8285_ROD/PIPE-DEPTH: 9.2  meters
 AD8285
 AD8285  HISTORY     - Date     Condition        Report By
 AD8285  HISTORY     - 1992     MONUMENTED       NGS
 AD8285  HISTORY     - 20020519 GOOD             MAPTEC
 AD8285  HISTORY     - 20050725 GOOD             INDIV
 AD8285
 AD8285                          STATION DESCRIPTION
 AD8285
 AD8285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8285'7.0 KM (4.35 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD8285'COURTHOUSE IN LA BELLE, 18.6 M (61.0 FT) NORTHEAST OF THE CENTER OF
 AD8285'THE NORTHEAST ENTRANCE ROAD AND GATE LEADING TO THE LA BELLE
 AD8285'FERTILIZER PLANT, 15.8 M (51.8 FT) NORTHWEST OF AND LEVEL WITH THE
 AD8285'CENTERLINE OF THE HIGHWAY, 0.8 M (2.6 FT) SOUTH-SOUTHWEST OF A
 AD8285'CHAIN-LINK FENCE CORNER, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS
 AD8285'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD8285'LOGO CAP.
 AD8285
 AD8285                          STATION RECOVERY (2002)
 AD8285
 AD8285'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8285'RECOVERED AS DESCRIBED.
 AD8285' 
 AD8285'
 AD8285
 AD8285                          STATION RECOVERY (2005)
 AD8285
 AD8285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CGC)
 AD8285'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8315 ***********************************************************************
 AD8315  DESIGNATION -  B 416
 AD8315  PID         -  AD8315
 AD8315  STATE/COUNTY-  FL/LEE
 AD8315  USGS QUAD   -  FORT MYERS SE (1987)
 AD8315
 AD8315                         *CURRENT SURVEY CONTROL
 AD8315  ___________________________________________________________________
 AD8315* NAD 83(1999)-  26 33 27.35975(N)    081 52 19.46110(W)     ADJUSTED  
 AD8315* NAVD 88     -         2.691  (meters)       8.83   (feet)  ADJUSTED  
 AD8315  ___________________________________________________________________
 AD8315  X           -     807,153.202 (meters)                     COMP
 AD8315  Y           -  -5,651,604.753 (meters)                     COMP
 AD8315  Z           -   2,834,445.193 (meters)                     COMP
 AD8315  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AD8315  ELLIP HEIGHT-         -21.45  (meters)          (12/12/02) GPS OBS
 AD8315  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AD8315  DYNAMIC HT  -           2.687 (meters)       8.82  (feet)  COMP
 AD8315  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 AD8315
 AD8315  HORZ ORDER  -  FIRST
 AD8315  VERT ORDER  -  FIRST     CLASS II
 AD8315  ELLP ORDER  -  FOURTH    CLASS I
 AD8315
 AD8315.The horizontal coordinates were established by GPS observations
 AD8315.and adjusted by the National Geodetic Survey in December 2002..
 AD8315
 AD8315.The orthometric height was determined by differential leveling
 AD8315.and adjusted by the National Geodetic Survey in September 1992..
 AD8315
 AD8315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8315
 AD8315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8315
 AD8315.The ellipsoidal height was determined by GPS observations
 AD8315.and is referenced to NAD 83.
 AD8315
 AD8315.The geoid height was determined by GEOID03.
 AD8315
 AD8315.The dynamic height is computed by dividing the NAVD 88
 AD8315.geopotential number by the normal gravity value computed on the
 AD8315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8315.degrees latitude (g = 980.6199 gals.).
 AD8315
 AD8315.The modeled gravity was interpolated from observed gravity values.
 AD8315
 AD8315;                    North         East     Units Scale Factor Converg.
 AD8315;SPC FL W     -   246,395.346   212,745.994   MT  0.99994318   +0 03 25.9
 AD8315;SPC FL W     -   808,382.06    697,984.15   sFT  0.99994318   +0 03 25.9
 AD8315;UTM  17      - 2,937,732.460   413,139.124   MT  0.99969315   -0 23 23.7
 AD8315
 AD8315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8315!SPC FL W     -   1.00000337  x   0.99994318  =   0.99994655
 AD8315!UTM  17      -   1.00000337  x   0.99969315  =   0.99969652
 AD8315
 AD8315                          SUPERSEDED SURVEY CONTROL
 AD8315
 AD8315  NAVD 88 (12/12/02)    2.69   (m)            8.8    (f) LEVELING    3  
 AD8315  NGVD 29 (09/01/92)    3.050  (m)           10.01   (f) ADJUSTED    1 2
 AD8315
 AD8315.Superseded values are not recommended for survey control.
 AD8315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8315.See file dsdata.txt to determine how the superseded data were derived.
 AD8315
 AD8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1313937732(NAD 83)
 AD8315_MARKER: F = FLANGE-ENCASED ROD
 AD8315_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD8315+WITH SETTING: INFORMATION.
 AD8315_SP_SET: METAL ROD DRIVEN INTO GROUND
 AD8315_STAMPING: B 416 1992
 AD8315_MARK LOGO: NGS   
 AD8315_PROJECTION: RECESSED 8 CENTIMETERS
 AD8315_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD8315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8315+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 AD8315_ROD/PIPE-DEPTH: 2.0  meters
 AD8315
 AD8315  HISTORY     - Date     Condition        Report By
 AD8315  HISTORY     - 1992     MONUMENTED       NGS
 AD8315  HISTORY     - 19990111 GOOD             USPSQD
 AD8315  HISTORY     - 20020519 GOOD             MAPTEC
 AD8315
 AD8315                          STATION DESCRIPTION
 AD8315
 AD8315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8315'4.4 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AD8315'OF STATE HIGHWAY 884 IN FORT MYERS, 46.0 M (150.9 FT) SOUTH OF THE
 AD8315'CENTER OF THE NORTH ENTRANCE TO A PARKING LOT AT A SHOPPING CENTER,
 AD8315'36.2 M (118.8 FT) NORTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 AD8315'PARKING LOT, 20.4 M (66.9 FT) WEST OF THE CENTER OF THE SOUTHBOUND
 AD8315'LANES OF THE HIGHWAY, 4.7 M (15.4 FT) EAST-SOUTHEAST OF THE EAST LEG
 AD8315'OF A SIGN (PUBLIX), 1.3 M (4.3 FT) SOUTH OF UTILITY POLE NUMBER
 AD8315'952-230 WITH A GUY CABLE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND
 AD8315'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 AD8315'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  ROD WAS DRIVEN TO REFUSAL
 AD8315'AND ANCHORED.
 AD8315
 AD8315                          STATION RECOVERY (1999)
 AD8315
 AD8315'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD8315'RECOVERED IN GOOD CONDITION.
 AD8315
 AD8315                          STATION RECOVERY (2002)
 AD8315
 AD8315'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8315'RECOVERED AS DESCRIBED.
 AD8315'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK7374 ***********************************************************************
 AK7374  DESIGNATION -  B 418
 AK7374  PID         -  AK7374
 AK7374  STATE/COUNTY-  FL/OSCEOLA
 AK7374  USGS QUAD   -  LAKE POINSETT SW (1980)
 AK7374
 AK7374                         *CURRENT SURVEY CONTROL
 AK7374  ___________________________________________________________________
 AK7374* NAD 83(1986)-  28 16 31.     (N)    080 56 11.     (W)     SCALED    
 AK7374* NAVD 88     -        15.672  (meters)      51.42   (feet)  ADJUSTED  
 AK7374  ___________________________________________________________________
 AK7374  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK7374  DYNAMIC HT  -          15.649 (meters)      51.34  (feet)  COMP
 AK7374  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 AK7374
 AK7374  VERT ORDER  -  SECOND    CLASS I
 AK7374
 AK7374.The horizontal coordinates were scaled from a topographic map and have
 AK7374.an estimated accuracy of +/- 6 seconds.
 AK7374
 AK7374.The orthometric height was determined by differential leveling
 AK7374.and adjusted by the National Geodetic Survey in December 1995..
 AK7374
 AK7374.The geoid height was determined by GEOID03.
 AK7374
 AK7374.The dynamic height is computed by dividing the NAVD 88
 AK7374.geopotential number by the normal gravity value computed on the
 AK7374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7374.degrees latitude (g = 980.6199 gals.).
 AK7374
 AK7374.The modeled gravity was interpolated from observed gravity values.
 AK7374
 AK7374;                    North         East    Units  Estimated Accuracy
 AK7374;SPC FL E     -   436,720.      206,240.      MT  (+/- 180 meters Scaled)
 AK7374
 AK7374                          SUPERSEDED SURVEY CONTROL
 AK7374
 AK7374.No superseded survey control is available for this station.
 AK7374
 AK7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM062276(NAD 83)
 AK7374_MARKER: DV = VERTICAL CONTROL DISK
 AK7374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7374_SP_SET: CONCRETE POST
 AK7374_STAMPING: B 418 1992
 AK7374_MARK LOGO: NGS   
 AK7374_PROJECTION: FLUSH
 AK7374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7374+STABILITY: SURFACE MOTION
 AK7374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7374+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 AK7374
 AK7374  HISTORY     - Date     Condition        Report By
 AK7374  HISTORY     - 1992     MONUMENTED       FLDNR
 AK7374  HISTORY     - 20021218 GOOD             FLDEP
 AK7374
 AK7374                          STATION DESCRIPTION
 AK7374
 AK7374'DESCRIBED BY FL DEPT OF NAT RES 1992
 AK7374'THE MARK IS ABOUT 13.9 MI (22.4 KM) WEST OF COCOA, IN SECTION 32,
 AK7374'TOWNSHIP 25 SOUTH, RANGE 34 EAST.
 AK7374'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7374'ROAD 520 IN COCOA, GO WEST ON STATE ROAD 520 FOR 3.8 MI (6.1 KM) TO
 AK7374'THE INTERSECTION OF U.S. INTERSTATE 95 AND STATE ROAD 520, CONTINUE
 AK7374'WEST ON STATE ROAD 520 FOR  1.85 MI (2.98 KM) TO THE JUNCTION OF
 AK7374'STATE ROAD 524, CONTINUE WEST ON STATE ROAD 520 FOR 2.95 MI
 AK7374'(4.75 KM) TO THE ST. JOHNS RIVER BRIDGE, CONTINUE WEST ON STATE ROAD
 AK7374'520 FOR 3.05 MI (4.91 KM) TO THE JUNCTION OF COUNTY ROAD 532, TURN
 AK7374'LEFT AND GO SOUTHERLY ON COUNTY ROAD 532 FOR 2.55 MI (4.10 KM) TO THE
 AK7374'ORANGE AND OSCEOLA COUNTY LINE, CONTINUE SOUTHERLY ON COUNTY ROAD 532
 AK7374'FOR 4.15 MI (6.68 KM) TO THE BEGINING OF A LONG CURVE LEADING WEST,
 AK7374'CONTINUE ON COUNTY ROAD 532 FOR 1.45 MI (2.33 KM) TO THE MARK ON THE
 AK7374'LEFT, 91.2 FT (27.8 M) WEST OF A POWER POLE, 88.7 FT (27.0 M) NORTH
 AK7374'OF THE WEST GATE FENCE POST, 43.7 FT (13.3 M) SOUTH OF THE CENTERLINE
 AK7374'OF COUNTY ROAD 532, 21.8 FT (6.6 M) SOUTH-SOUTHEAST OF THE EAST END
 AK7374'OF A METAL GUARD AND 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS
 AK7374'POST.
 AK7374
 AK7374                          STATION RECOVERY (2002)
 AK7374
 AK7374'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AK7374'THE MARK IS ABOUT 18.0 MI EAST-NORTHEAST OF ST. CLOUD, 16.0 MI
 AK7374'NORTHEAST OF ASHTON, 12.7  MI SOUTHWEST OF COCOA, IN SECTION 29,
 AK7374'TOWNSHIP 25 SOUTH, RANGE 34 EAST.
 AK7374' 
 AK7374'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 AK7374'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 AK7374'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 AK7374'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 AK7374'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE
 AK7374'JUNCTION OF  NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON
 AK7374'NOVA ROAD (COUNTY ROAD 532) AND  GO NORTHEAST FOR 3.65 MI TO CANAL
 AK7374'C-32C, CONTINUE EAST ON NOVA ROAD (COUNTY ROAD 532)  FOR 3.1 MI TO THE
 AK7374'WEST END OF BRIDGE NUMBER 924115 OVER ECONLOCKHATCHEE RIVER SWAMP,
 AK7374'CONTINUE EAST ON NOVA ROAD (COUNTY ROAD 532) FOR 10.45 MI TO THE
 AK7374'JUNCTION OF DIRT ROAD  ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 AK7374'THE TOP OF A ROUND CONCRETE  MONUMENT 0.6 FT BELOW THE LEVEL OF THE
 AK7374'GROUND AND 1.0 FT BELOW THE LEVEL OF COUNTY  ROAD 532 (NOVA ROAD).
 AK7374' 
 AK7374'LOCATED 91.2 WEST OF A POWER POLE, 88.7 FT NORTH OF A GATE, 43.7 FT
 AK7374'SOUTH OF THE  CENTERLINE OF NOVA ROAD (COUNTY ROAD 532) AND 21.8 FT
 AK7374'SOUTH-SOUTHEAST OF A METAL  GUARDRAIL.
 AK7374' 
 AK7374'NOTE A BAR MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7374'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3188 ***********************************************************************
 AI3188  DESIGNATION -  B 419
 AI3188  PID         -  AI3188
 AI3188  STATE/COUNTY-  FL/MADISON
 AI3188  USGS QUAD   -  GREENVILLE SE (1993)
 AI3188
 AI3188                         *CURRENT SURVEY CONTROL
 AI3188  ___________________________________________________________________
 AI3188* NAD 83(1986)-  30 21 17.     (N)    083 35 27.     (W)     SCALED    
 AI3188* NAVD 88     -        31.723  (meters)     104.08   (feet)  ADJUSTED  
 AI3188  ___________________________________________________________________
 AI3188  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AI3188  DYNAMIC HT  -          31.682 (meters)     103.94  (feet)  COMP
 AI3188  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 AI3188
 AI3188  VERT ORDER  -  SECOND    CLASS I
 AI3188
 AI3188.The horizontal coordinates were scaled from a topographic map and have
 AI3188.an estimated accuracy of +/- 6 seconds.
 AI3188
 AI3188.The orthometric height was determined by differential leveling
 AI3188.and adjusted by the National Geodetic Survey in May 2001..
 AI3188.No vertical observational check was made to the station.
 AI3188
 AI3188.The geoid height was determined by GEOID03.
 AI3188
 AI3188.The dynamic height is computed by dividing the NAVD 88
 AI3188.geopotential number by the normal gravity value computed on the
 AI3188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3188.degrees latitude (g = 980.6199 gals.).
 AI3188
 AI3188.The modeled gravity was interpolated from observed gravity values.
 AI3188
 AI3188;                    North         East    Units  Estimated Accuracy
 AI3188;SPC FL N     -   150,520.      687,400.      MT  (+/- 180 meters Scaled)
 AI3188
 AI3188                          SUPERSEDED SURVEY CONTROL
 AI3188
 AI3188.No superseded survey control is available for this station.
 AI3188
 AI3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP509609(NAD 83)
 AI3188_MARKER: DV = VERTICAL CONTROL DISK
 AI3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3188_STAMPING: B 419 1993
 AI3188_MARK LOGO: NGS   
 AI3188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3188+STABILITY: SURFACE MOTION
 AI3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3188+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI3188
 AI3188  HISTORY     - Date     Condition        Report By
 AI3188  HISTORY     - 1993     MONUMENTED       FLDNR
 AI3188
 AI3188                          STATION DESCRIPTION
 AI3188
 AI3188'DESCRIBED BY FL DEPT OF NAT RES 1993 (LGB)
 AI3188'THE MARK IS ABOUT 13.3 MI (21.4 KM) SOUTHWEST OF MADISON, NEAR
 AI3188'WIGGINSVILLE IN SECTION 35, T 1 S, R 7 E. TO REACH THE MARK FROM THE
 AI3188'INTERSECTION OF U.S. HIGHWAY 221 AND INTERSTATE 10, ABOUT 2.0 MI (3.2
 AI3188'KM) SOUTH OF GREENVILLE, GO SOUTH ON U.S. HIGHWAY 221 FOR 5.8 MI (9.3
 AI3188'KM) TO COUNTY ROAD 360 EAST, TURN LEFT ON COUNTY ROAD 360 AND GO EAST
 AI3188'FOR 3.8 MI (6.1 KM) TO A DIRT ROAD SOUTHWEST AND THE MARK ON THE LEFT,
 AI3188'SET IN THE TOP OF A CONCRETE MONUMENT 2.0 FT (0.6 M) BELOW THE LEVEL
 AI3188'OF THE ROAD AND RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE
 AI3188'GROUND. LOCATED 76.3 FT (23.3 M) NORTHWEST OF THE NORTH END OF A 2.5
 AI3188'FT (0.8 M) CONCRETE CULVERT, 29.0 FT (8.8 M) NORTH OF THE INTERSECTION
 AI3188'OF THE CENTERLINE OF COUNTY ROAD 360 AND THE EXTENDED CENTERLINE OF A
 AI3188'DIRT ROAD LEADING SOUTHWEST AND 3.0 FT (0.9 M) SOUTH OF A CARSONITE
 AI3188'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0623 ***********************************************************************
 BE0623  DESIGNATION -  B 42
 BE0623  PID         -  BE0623
 BE0623  STATE/COUNTY-  FL/BAY
 BE0623  USGS QUAD   -  WEST BAY (1994)
 BE0623
 BE0623                         *CURRENT SURVEY CONTROL
 BE0623  ___________________________________________________________________
 BE0623* NAD 83(1986)-  30 19 20.     (N)    085 47 46.     (W)     SCALED    
 BE0623* NAVD 88     -         6.116  (meters)      20.07   (feet)  ADJUSTED  
 BE0623  ___________________________________________________________________
 BE0623  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE0623  DYNAMIC HT  -           6.108 (meters)      20.04  (feet)  COMP
 BE0623  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 BE0623
 BE0623  VERT ORDER  -  FIRST     CLASS I
 BE0623
 BE0623.The horizontal coordinates were scaled from a topographic map and have
 BE0623.an estimated accuracy of +/- 6 seconds.
 BE0623
 BE0623.The orthometric height was determined by differential leveling
 BE0623.and adjusted by the National Geodetic Survey in June 1991..
 BE0623
 BE0623.The geoid height was determined by GEOID03.
 BE0623
 BE0623.The dynamic height is computed by dividing the NAVD 88
 BE0623.geopotential number by the normal gravity value computed on the
 BE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0623.degrees latitude (g = 980.6199 gals.).
 BE0623
 BE0623.The modeled gravity was interpolated from observed gravity values.
 BE0623
 BE0623;                    North         East    Units  Estimated Accuracy
 BE0623;SPC FL N     -   147,270.      475,360.      MT  (+/- 180 meters Scaled)
 BE0623
 BE0623                          SUPERSEDED SURVEY CONTROL
 BE0623
 BE0623  NGVD 29 (??/??/92)    6.243  (m)           20.48   (f) ADJ UNCH    1 1
 BE0623
 BE0623.Superseded values are not recommended for survey control.
 BE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0623.See file dsdata.txt to determine how the superseded data were derived.
 BE0623
 BE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU157551(NAD 83)
 BE0623_MARKER: DB = BENCH MARK DISK
 BE0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0623_STAMPING: B 42 1934 20.482
 BE0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0623+STABILITY: SURFACE MOTION
 BE0623
 BE0623  HISTORY     - Date     Condition        Report By
 BE0623  HISTORY     - 1934     MONUMENTED       CGS
 BE0623  HISTORY     - 1957     GOOD             NGS
 BE0623  HISTORY     - 1975     GOOD             NGS
 BE0623  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BE0623
 BE0623                          STATION DESCRIPTION
 BE0623
 BE0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BE0623'4.2 MI NE FROM WEST BAY.
 BE0623'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 79 FROM THE NORTHEAST
 BE0623'END OF THE DRAW BRIDGE OVER WEST BAY AT WEST BAY, THENCE 3.9
 BE0623'MILES NORTHEAST ALONG STATE HIGHWAY 388, IN SECTION 13, T 2 S,
 BE0623'R 16 W, 123 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BE0623'2.0 MILES WEST OF THE WEST END OF THE CONCRETE BRIDGE OVER
 BE0623'BURNT MILL CREEK, 1.1 MILE EAST OF THE EAST END OF THE CONCRETE
 BE0623'BRIDGE OVER CROOKED CREEK, 34 FEET NORTHWEST OF THE CENTER
 BE0623'LINE OF AN ABANDONED ROAD BED, 148 FEET SOUTHWEST OF A POWER
 BE0623'LINE POLE, 294 FEET EAST OF THE NORTHEAST END OF THE SOUTHEAST
 BE0623'HEAD WALL OF A TRIPLE 36-INCH CONCRETE PIPE CULVERT UNDER THE
 BE0623'HIGHWAY, 1 1/2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 BE0623'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BE0623'POST PROJECTING 2 INCHES.
 BE0623
 BE0623                          STATION RECOVERY (1975)
 BE0623
 BE0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BE0623'RECOVERED IN GOOD CONDITION.
 BE0623
 BE0623                          STATION RECOVERY (1985)
 BE0623
 BE0623'RECOVERY NOTE BY US POWER SQUADRON 1985
 BE0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7193 ***********************************************************************
 AE7193  DESIGNATION -  B 42
 AE7193  PID         -  AE7193
 AE7193  STATE/COUNTY-  FL/BROWARD
 AE7193  USGS QUAD   -  COOPER CITY NE (1983)
 AE7193
 AE7193                         *CURRENT SURVEY CONTROL
 AE7193  ___________________________________________________________________
 AE7193* NAD 83(1986)-  26 14 08.     (N)    080 17 54.     (W)     SCALED    
 AE7193* NAVD 88     -         6.686  (meters)      21.94   (feet)  ADJUSTED  
 AE7193  ___________________________________________________________________
 AE7193  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AE7193  DYNAMIC HT  -           6.676 (meters)      21.90  (feet)  COMP
 AE7193  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 AE7193
 AE7193  VERT ORDER  -  FIRST     CLASS II
 AE7193
 AE7193.The horizontal coordinates were scaled from a topographic map and have
 AE7193.an estimated accuracy of +/- 6 seconds.
 AE7193
 AE7193.The orthometric height was determined by differential leveling
 AE7193.and adjusted by the National Geodetic Survey in March 1998..
 AE7193
 AE7193.The geoid height was determined by GEOID03.
 AE7193
 AE7193.The dynamic height is computed by dividing the NAVD 88
 AE7193.geopotential number by the normal gravity value computed on the
 AE7193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7193.degrees latitude (g = 980.6199 gals.).
 AE7193
 AE7193.The modeled gravity was interpolated from observed gravity values.
 AE7193
 AE7193;                    North         East    Units  Estimated Accuracy
 AE7193;SPC FL E     -   210,900.      270,110.      MT  (+/- 180 meters Scaled)
 AE7193
 AE7193                          SUPERSEDED SURVEY CONTROL
 AE7193
 AE7193.No superseded survey control is available for this station.
 AE7193
 AE7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK700019(NAD 83)
 AE7193_MARKER: DD = SURVEY DISK
 AE7193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7193_STAMPING: B-42 1971
 AE7193_MARK LOGO: SFLWMD
 AE7193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7193+STABILITY: SURFACE MOTION
 AE7193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7193+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 AE7193
 AE7193  HISTORY     - Date     Condition        Report By
 AE7193  HISTORY     - 1971     MONUMENTED       SFLWMD
 AE7193  HISTORY     - 19970912 GOOD             FLDEP
 AE7193
 AE7193                          STATION DESCRIPTION
 AE7193
 AE7193'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7193'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF PARKLAND, 4.0 MI (6.4
 AE7193'KM) SOUTHWEST OF CORAL SPRINGS, ON LEVEE 36 ON THE EAST EDGE OF THE
 AE7193'EVERGLADES WILDLIFE MANAGEMENT CONSERVATION AREA NUMBER 2, IN
 AE7193'ESTIMATED SECTION 25, TOWNSHIP 48 SOUTH, RANGE 40 EAST. TO REACH THE
 AE7193'MARK FROM THE SAWGRASS EXPRESSWAY OVERPASS AND THE JUNCTION OF U.S.
 AE7193'HIGHWAY 441 (STATE ROAD 7) IN PARKLAND, GO NORTH ON U.S.  HIGHWAY 441
 AE7193'(STATE ROAD 7) FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF STATE ROAD 827
 AE7193'ON THE LEFT, JUST SOUTH OF THE BROWARD-PALM BEACH COUNTY LINE, TURN
 AE7193'LEFT ON STATE ROAD 827 AND GO NORTHWESTERLY FOR 6.3 MI (10.1 KM) TO
 AE7193'THE END OF THE PAVEMENT AND STATE ROAD 827 AND THE ENTRANCE TO THE
 AE7193'LOXAHATCHEE NATIONAL WILDLIFE REFUGE, CONTINUE AHEAD ON THE GRAVEL
 AE7193'ROAD FOR 0.05 MI (0.08 KM) TO THE TOP OF THE LEVEE AND THE T-JUNCTION
 AE7193'OF THE NORTH-SOUTH LEVEE L-36, TURN LEFT ON THE LEVEE ROAD AND GO
 AE7193'SOUTH FOR 0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE,
 AE7193'CONTINUE SOUTH ON THE LEVEE ROAD FOR 8.0 MI (12.9 KM) TO A TURNOUT ON
 AE7193'THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 AE7193'MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND AND 0.5 FT (15.2
 AE7193'CM) ABOVE THE LEVEL OF THE LEVEE ROAD. LOCATED 10.0 FT (3.0 M) EAST OF
 AE7193'THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 9.0 FT (2.7 M) WEST
 AE7193'OF A SFWMD METAL WITNESS POST. NOTE FOR KEY CONTACT SOUTH FLORIDA
 AE7193'WATER MANAGEMENT DISTRICT (561) 686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3248 ***********************************************************************
 AI3248  DESIGNATION -  B 420
 AI3248  PID         -  AI3248
 AI3248  STATE/COUNTY-  FL/LIBERTY
 AI3248  USGS QUAD   -  THOUSAND YARD BAY (1990)
 AI3248
 AI3248                         *CURRENT SURVEY CONTROL
 AI3248  ___________________________________________________________________
 AI3248* NAD 83(1986)-  30 07 01.     (N)    084 40 41.     (W)     SCALED    
 AI3248* NAVD 88     -        12.632  (meters)      41.44   (feet)  ADJUSTED  
 AI3248  ___________________________________________________________________
 AI3248  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AI3248  DYNAMIC HT  -          12.615 (meters)      41.39  (feet)  COMP
 AI3248  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 AI3248
 AI3248  VERT ORDER  -  SECOND    CLASS I
 AI3248
 AI3248.The horizontal coordinates were scaled from a topographic map and have
 AI3248.an estimated accuracy of +/- 6 seconds.
 AI3248
 AI3248.The orthometric height was determined by differential leveling
 AI3248.and adjusted by the National Geodetic Survey in May 2001..
 AI3248.No vertical observational check was made to the station.
 AI3248
 AI3248.The geoid height was determined by GEOID03.
 AI3248
 AI3248.The dynamic height is computed by dividing the NAVD 88
 AI3248.geopotential number by the normal gravity value computed on the
 AI3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3248.degrees latitude (g = 980.6199 gals.).
 AI3248
 AI3248.The modeled gravity was interpolated from observed gravity values.
 AI3248
 AI3248;                    North         East    Units  Estimated Accuracy
 AI3248;SPC FL N     -   123,820.      582,840.      MT  (+/- 180 meters Scaled)
 AI3248
 AI3248                          SUPERSEDED SURVEY CONTROL
 AI3248
 AI3248.No superseded survey control is available for this station.
 AI3248
 AI3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU237340(NAD 83)
 AI3248_MARKER: DV = VERTICAL CONTROL DISK
 AI3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3248_STAMPING: B 420 1993
 AI3248_MARK LOGO: NGS   
 AI3248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3248+STABILITY: SURFACE MOTION
 AI3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3248+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI3248
 AI3248  HISTORY     - Date     Condition        Report By
 AI3248  HISTORY     - 1993     MONUMENTED       FLDEP
 AI3248
 AI3248                          STATION DESCRIPTION
 AI3248
 AI3248'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI3248'THE MARK IS ABOUT 19.3 MI (31.1 KM) NORTH OF CARRABELLE, 20.1 MI (32.3
 AI3248'KM) SOUTH OF TELOGIA ON COUNTY ROAD 67 IN SECTION 19, T 4 S, R 4 W. TO
 AI3248'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 65 AND COUNTY ROAD
 AI3248'67 IN TELOGIA, GO SOUTHERLY ON COUNTY ROAD 67 FOR 19.55 MI (31.46 KM)
 AI3248'TO THE MARK ON THE LEFT, A STANDARD VERTICAL CONTROL DISK SET IN THE
 AI3248'TOP OF A ROUND CONCRETE MONUMENT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF
 AI3248'COUNTY ROAD 67 AND RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE
 AI3248'GROUND.  ALSO THE MARK MAY BE REACHED FROM THE INTERSECTION OF U.S.
 AI3248'HIGHWAY 98 AND COUNTY ROAD 67 IN CARRABELLE, GO NORTH ON COUNTY ROAD
 AI3248'67 FOR 20.3 MI (32.7 KM) TO THE MARK ON THE RIGHT. LOCATED ABOUT 0.35
 AI3248'MI (0.56 KM) SOUTHEAST OF FOREST ROAD NUMBER 152 LEADING EAST, 0.15 MI
 AI3248'(0.24 KM) NORTH OF A BOX CULVERT UNDER COUNTY ROAD 67, 49.5 FT (15.1
 AI3248'M) EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 67, 28.0 FT (8.5 M)
 AI3248'SOUTHEAST OF POWER POLE NUMBER K2-59224, 17.5 FT (5.3 M) WEST OF A
 AI3248'RIGHT-OF-WAY MONUMENT AT THE PC OF THE CURVE, 1.0 FT (0.3 M)
 AI3248'WEST-SOUTHWEST OF A BARB WIRE FENCE AND 1.0 FT (0.3 M) WEST-SOUTHWEST
 AI3248'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC5770 ***********************************************************************
 AC5770  DESIGNATION -  B 422
 AC5770  PID         -  AC5770
 AC5770  STATE/COUNTY-  FL/CLAY
 AC5770  USGS QUAD   -  ORANGE PARK (1993)
 AC5770
 AC5770                         *CURRENT SURVEY CONTROL
 AC5770  ___________________________________________________________________
 AC5770* NAD 83(1986)-  30 08 44.     (N)    081 42 02.     (W)     SCALED    
 AC5770* NAVD 88     -         1.076  (meters)       3.53   (feet)  ADJUSTED  
 AC5770  ___________________________________________________________________
 AC5770  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AC5770  DYNAMIC HT  -           1.075 (meters)       3.53  (feet)  COMP
 AC5770  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 AC5770
 AC5770  VERT ORDER  -  FIRST     CLASS II
 AC5770
 AC5770.The horizontal coordinates were scaled from a topographic map and have
 AC5770.an estimated accuracy of +/- 6 seconds.
 AC5770
 AC5770.The orthometric height was determined by differential leveling
 AC5770.and adjusted by the National Geodetic Survey in March 1997..
 AC5770
 AC5770.The geoid height was determined by GEOID03.
 AC5770
 AC5770.The dynamic height is computed by dividing the NAVD 88
 AC5770.geopotential number by the normal gravity value computed on the
 AC5770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5770.degrees latitude (g = 980.6199 gals.).
 AC5770
 AC5770.The modeled gravity was interpolated from observed gravity values.
 AC5770
 AC5770;                    North         East    Units  Estimated Accuracy
 AC5770;SPC FL E     -   644,210.      132,510.      MT  (+/- 180 meters Scaled)
 AC5770
 AC5770                          SUPERSEDED SURVEY CONTROL
 AC5770
 AC5770.No superseded survey control is available for this station.
 AC5770
 AC5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP325351(NAD 83)
 AC5770_MARKER: I = METAL ROD
 AC5770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5770_STAMPING: B 422 1993
 AC5770_MARK LOGO: NGS   
 AC5770_PROJECTION: FLUSH
 AC5770_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5770+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC5770_ROD/PIPE-DEPTH: 15.6 meters
 AC5770
 AC5770  HISTORY     - Date     Condition        Report By
 AC5770  HISTORY     - 1993     MONUMENTED       FLDEP
 AC5770
 AC5770                          STATION DESCRIPTION
 AC5770
 AC5770'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AC5770'THE MARK IS ABOUT 1.0 MI (1.6 KM) SOUTH OF ORANGE PARK, ON THE
 AC5770'NORTHEAST SIDE OF DOCTORS LAKE AND ON THE SOUTH SIDE OF DOCTORS INLET
 AC5770'IN SECTION 44, TOWNSHIP 4 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 AC5770'THE INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK,
 AC5770'GO SOUTH ON U.S. HIGHWAY 17 FOR 2.85 MI (4.59 KM) TO A BRIDGE OVER
 AC5770'DOCTORS INLET, CROSSING THE BRIDGE CONTINUE SOUTH ON U.S. HIGHWAY 17
 AC5770'FOR 0.35 MI (0.56 KM) TO A CROSSOVER IN THE MEDIAN (FIRST CROSSOVER
 AC5770'SOUTH OF BRIDGE), TURN LEFT AND GO EAST THEN NORTH ON THE DRIVEWAY FOR
 AC5770'ABOUT 380.0 FT (115.8 M) TO THE ENTRANCE TO WITNEYS MARINE AND THE
 AC5770'MARK ON THE LEFT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AC5770'GROUND. LOCATED 51.5 FT (15.7 M) EAST OF THE EAST EDGE OF THE PAVEMENT
 AC5770'OF THE NORTHBOUND LANES OF U.S. HIGHWAY 17, 43.4 FT (13.2 M) NORTHWEST
 AC5770'OF THE SOUTHERNMOST GATE POST, 18.4 FT (5.6 M) WEST OF THE
 AC5770'NORTHERNMOST GATE POST AND 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 AC5770'POST. NOTE---ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5096 ***********************************************************************
 AB5096  DESIGNATION -  B 423
 AB5096  PID         -  AB5096
 AB5096  STATE/COUNTY-  FL/MARION
 AB5096  USGS QUAD   -  OCALA EAST (1991)
 AB5096
 AB5096                         *CURRENT SURVEY CONTROL
 AB5096  ___________________________________________________________________
 AB5096* NAD 83(1986)-  29 14 03.     (N)    082 02 44.     (W)     SCALED    
 AB5096* NAVD 88     -        19.050  (meters)      62.50   (feet)  ADJUSTED  
 AB5096  ___________________________________________________________________
 AB5096  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AB5096  DYNAMIC HT  -          19.023 (meters)      62.41  (feet)  COMP
 AB5096  MODELED GRAV-     979,257.2   (mgal)                       NAVD 88
 AB5096
 AB5096  VERT ORDER  -  SECOND    CLASS I
 AB5096
 AB5096.The horizontal coordinates were scaled from a topographic map and have
 AB5096.an estimated accuracy of +/- 6 seconds.
 AB5096
 AB5096.The orthometric height was determined by differential leveling
 AB5096.and adjusted by the National Geodetic Survey in September 1996..
 AB5096
 AB5096.The geoid height was determined by GEOID03.
 AB5096
 AB5096.The dynamic height is computed by dividing the NAVD 88
 AB5096.geopotential number by the normal gravity value computed on the
 AB5096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5096.degrees latitude (g = 980.6199 gals.).
 AB5096
 AB5096.The modeled gravity was interpolated from observed gravity values.
 AB5096
 AB5096;                    North         East    Units  Estimated Accuracy
 AB5096;SPC FL W     -   542,980.      195,570.      MT  (+/- 180 meters Scaled)
 AB5096
 AB5096                          SUPERSEDED SURVEY CONTROL
 AB5096
 AB5096.No superseded survey control is available for this station.
 AB5096
 AB5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN983343(NAD 83)
 AB5096_MARKER: DV = VERTICAL CONTROL DISK
 AB5096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5096_STAMPING: B 423 1993
 AB5096_MARK LOGO: NGS   
 AB5096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5096+STABILITY: SURFACE MOTION
 AB5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5096+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB5096
 AB5096  HISTORY     - Date     Condition        Report By
 AB5096  HISTORY     - 1993     MONUMENTED       FLDEP
 AB5096
 AB5096                          STATION DESCRIPTION
 AB5096
 AB5096'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5096'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF OCALA, 1.3 MI (2.1 KM)
 AB5096'NORTHEAST OF SILVER SPRINGS IN SECTION 31, TOWNSHIP 14 SOUTH, RANGE 23
 AB5096'EAST.  TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 40 AND
 AB5096'COUNTY ROAD 326 (1.5 MI EAST OF SILVER SPRINGS) , GO NORTHWEST ON
 AB5096'COUNTY ROAD 326 FOR 1.35 MI (2.17 KM) TO THE MARK ON THE LEFT, SET IN
 AB5096'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 AB5096'APPROXIMATELY 5.0 FT (1.5 M) ABOVE THE LEVEL OF COUNTY ROAD 326.
 AB5096'LOCATED 53.1 FT (16.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 AB5096'COUNTY ROAD 326, 37.1 FT (11.3 M) NORTH-NORTHWEST OF A POWER POLE
 AB5096'NUMBER G2370, 1.3 FT (0.4 M) NORTHEAST OF THE CORNER OF A FENCE AND
 AB5096'1.3 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5117 ***********************************************************************
 AB5117  DESIGNATION -  B 424
 AB5117  PID         -  AB5117
 AB5117  STATE/COUNTY-  FL/MARION
 AB5117  USGS QUAD   -  LAKE WEIR (1993)
 AB5117
 AB5117                         *CURRENT SURVEY CONTROL
 AB5117  ___________________________________________________________________
 AB5117* NAD 83(1986)-  29 04 52.     (N)    081 53 11.     (W)     SCALED    
 AB5117* NAVD 88     -        21.065  (meters)      69.11   (feet)  ADJUSTED  
 AB5117  ___________________________________________________________________
 AB5117  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AB5117  DYNAMIC HT  -          21.035 (meters)      69.01  (feet)  COMP
 AB5117  MODELED GRAV-     979,227.9   (mgal)                       NAVD 88
 AB5117
 AB5117  VERT ORDER  -  SECOND    CLASS I
 AB5117
 AB5117.The horizontal coordinates were scaled from a topographic map and have
 AB5117.an estimated accuracy of +/- 6 seconds.
 AB5117
 AB5117.The orthometric height was determined by differential leveling
 AB5117.and adjusted by the National Geodetic Survey in September 1996..
 AB5117
 AB5117.The geoid height was determined by GEOID03.
 AB5117
 AB5117.The dynamic height is computed by dividing the NAVD 88
 AB5117.geopotential number by the normal gravity value computed on the
 AB5117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5117.degrees latitude (g = 980.6199 gals.).
 AB5117
 AB5117.The modeled gravity was interpolated from observed gravity values.
 AB5117
 AB5117;                    North         East    Units  Estimated Accuracy
 AB5117;SPC FL W     -   526,030.      211,060.      MT  (+/- 180 meters Scaled)
 AB5117
 AB5117                          SUPERSEDED SURVEY CONTROL
 AB5117
 AB5117.No superseded survey control is available for this station.
 AB5117
 AB5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN137172(NAD 83)
 AB5117_MARKER: F = FLANGE-ENCASED ROD
 AB5117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB5117_STAMPING: B 424 1994
 AB5117_MARK LOGO: NGS   
 AB5117_PROJECTION: FLUSH
 AB5117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5117+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 AB5117_ROD/PIPE-DEPTH: 23.8 meters
 AB5117
 AB5117  HISTORY     - Date     Condition        Report By
 AB5117  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5117  HISTORY     - 20030709 GOOD             FLDEP
 AB5117
 AB5117                          STATION DESCRIPTION
 AB5117
 AB5117'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5117'THE MARK IS IN MOSS BLUFF ABOUT 14.1 MI (22.7 KM) SOUTHEAST OF SILVER
 AB5117'SPRINGS, 3.7 MI (6.0 KM) NORTHEAST OF OKLAWAHA, 0.05 MI (0.08 KM)
 AB5117'SOUTHWEST OF THE BRIDGE OVER THE OKLAWAHA RIVER ON COUNTY ROAD 464C IN
 AB5117'SECTION 23, TOWNSHIP 16 SOUTH, RANGE 24 EAST.  TO REACH THE MARK FROM
 AB5117'THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN OKLAWAHA, GO
 AB5117'NORTH ON COUNTY ROAD 464C FOR 3.95 MI (6.36 KM) TO THE T-JUNCTION OF
 AB5117'SE 96 LN LEADING EASTERLY TO THE MOSS BLUFF LOCK AND DAM AND THE MARK
 AB5117'ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AB5117'GROUND AND APPROXIMATELY 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD
 AB5117'464C.  LOCATED 195.0 FT (59.4 M) SOUTHWEST OF THE APPROXIMATE
 AB5117'CENTERLINE OF THE FIRST DRIVEWAY SOUTH OF THE OKLAWAHA RIVER, 65.0 FT
 AB5117'(19.8 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 464C,
 AB5117'47.0 FT (14.3 M) SOUTHWEST OF A POWER POLE NUMBER
 AB5117'123633-082566-4020585 WITH 2 GUY WIRES ATTACHED, 2.0 FT (0.6 M)
 AB5117'SOUTHEAST OF A BARB WIRE FENCE AND 2.0 FT (0.6 M) SOUTHEAST OF A
 AB5117'CARSONITE WITNESS POST.  NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH
 AB5117'A 5-INCH LOGO CAP.
 AB5117
 AB5117                          STATION RECOVERY (2003)
 AB5117
 AB5117'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5117'RECOVERED AS DESCRIBED. NOTE A MAGNET WAS PLACED INSIDE OF THE NGS
 AB5117'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5147 ***********************************************************************
 AB5147  DESIGNATION -  B 425
 AB5147  PID         -  AB5147
 AB5147  STATE/COUNTY-  FL/MARION
 AB5147  USGS QUAD   -  EMERALDA ISLAND (1988)
 AB5147
 AB5147                         *CURRENT SURVEY CONTROL
 AB5147  ___________________________________________________________________
 AB5147* NAD 83(1986)-  28 58 31.     (N)    081 45 51.     (W)     SCALED    
 AB5147* NAVD 88     -        23.624  (meters)      77.51   (feet)  ADJUSTED  
 AB5147  ___________________________________________________________________
 AB5147  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB5147  DYNAMIC HT  -          23.591 (meters)      77.40  (feet)  COMP
 AB5147  MODELED GRAV-     979,232.0   (mgal)                       NAVD 88
 AB5147
 AB5147  VERT ORDER  -  SECOND    CLASS I
 AB5147
 AB5147.The horizontal coordinates were scaled from a topographic map and have
 AB5147.an estimated accuracy of +/- 6 seconds.
 AB5147
 AB5147.The orthometric height was determined by differential leveling
 AB5147.and adjusted by the National Geodetic Survey in September 1996..
 AB5147
 AB5147.The geoid height was determined by GEOID03.
 AB5147
 AB5147.The dynamic height is computed by dividing the NAVD 88
 AB5147.geopotential number by the normal gravity value computed on the
 AB5147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5147.degrees latitude (g = 980.6199 gals.).
 AB5147
 AB5147.The modeled gravity was interpolated from observed gravity values.
 AB5147
 AB5147;                    North         East    Units  Estimated Accuracy
 AB5147;SPC FL W     -   514,310.      222,980.      MT  (+/- 180 meters Scaled)
 AB5147
 AB5147                          SUPERSEDED SURVEY CONTROL
 AB5147
 AB5147.No superseded survey control is available for this station.
 AB5147
 AB5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN255054(NAD 83)
 AB5147_MARKER: DV = VERTICAL CONTROL DISK
 AB5147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5147_STAMPING: B 425 1994
 AB5147_MARK LOGO: NGS   
 AB5147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5147+STABILITY: SURFACE MOTION
 AB5147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5147+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5147
 AB5147  HISTORY     - Date     Condition        Report By
 AB5147  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5147
 AB5147                          STATION DESCRIPTION
 AB5147
 AB5147'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5147'THE MARK IS ABOUT 9.5 MI (15.3 KM) EAST OF WEIRSDALE, 6.9 MI (11.1 KM)
 AB5147'NORTHWEST OF UMATILLA, 13.5 MI (21.7 KM) NORTHEAST OF LEESBURG IN
 AB5147'SECTION 25, TOWNSHIP 17 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5147'THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450
 AB5147'WEST IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 7.45 MI (11.99
 AB5147'KM) TO THE T-JUNCTION OF COUNTY ROAD 42 AND THE MARK ON THE LEFT, SET
 AB5147'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 AB5147'LEVEL WITH COUNTY ROAD 450.  LOCATED 36.9 FT (11.2 M) WEST OF THE
 AB5147'APPROXIMATE CENTERLINE OF COUNTY ROAD 450, 28.0 FT (8.5 M) SOUTH OF
 AB5147'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 42, 1.4 FT (0.4 M) SOUTHWEST
 AB5147'OF A POWER POLE AND 1.4 FT (0.4 M) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5203 ***********************************************************************
 AB5203  DESIGNATION -  B 426
 AB5203  PID         -  AB5203
 AB5203  STATE/COUNTY-  FL/LAKE
 AB5203  USGS QUAD   -  LEESBURG EAST (1984)
 AB5203
 AB5203                         *CURRENT SURVEY CONTROL
 AB5203  ___________________________________________________________________
 AB5203* NAD 83(1986)-  28 52 20.     (N)    081 47 13.     (W)     SCALED    
 AB5203* NAVD 88     -        25.915  (meters)      85.02   (feet)  ADJUSTED  
 AB5203  ___________________________________________________________________
 AB5203  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AB5203  DYNAMIC HT  -          25.878 (meters)      84.90  (feet)  COMP
 AB5203  MODELED GRAV-     979,234.5   (mgal)                       NAVD 88
 AB5203
 AB5203  VERT ORDER  -  SECOND    CLASS I
 AB5203
 AB5203.The horizontal coordinates were scaled from a topographic map and have
 AB5203.an estimated accuracy of +/- 6 seconds.
 AB5203
 AB5203.The orthometric height was determined by differential leveling
 AB5203.and adjusted by the National Geodetic Survey in September 1996..
 AB5203
 AB5203.The geoid height was determined by GEOID03.
 AB5203
 AB5203.The dynamic height is computed by dividing the NAVD 88
 AB5203.geopotential number by the normal gravity value computed on the
 AB5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5203.degrees latitude (g = 980.6199 gals.).
 AB5203
 AB5203.The modeled gravity was interpolated from observed gravity values.
 AB5203
 AB5203;                    North         East    Units  Estimated Accuracy
 AB5203;SPC FL E     -   503,120.      123,230.      MT  (+/- 180 meters Scaled)
 AB5203
 AB5203                          SUPERSEDED SURVEY CONTROL
 AB5203
 AB5203.No superseded survey control is available for this station.
 AB5203
 AB5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM232940(NAD 83)
 AB5203_MARKER: I = METAL ROD
 AB5203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB5203_STAMPING: B 426 1994
 AB5203_MARK LOGO: NGS   
 AB5203_PROJECTION: RECESSED 15 CENTIMETERS
 AB5203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5203+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003
 AB5203_ROD/PIPE-DEPTH: 30.2 meters
 AB5203
 AB5203  HISTORY     - Date     Condition        Report By
 AB5203  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5203  HISTORY     - 20030614 GOOD             USPSQD
 AB5203
 AB5203                          STATION DESCRIPTION
 AB5203
 AB5203'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5203'THE MARK IS ABOUT 8.4 MI (13.5 KM) SOUTHWEST OF UMATILLA, 6.4 MI (10.3
 AB5203'KM) NORTHWEST OF EUSTIS, 7.1 MI (11.4 KM) NORTHEAST OF LEESBURG IN
 AB5203'SECTION 2, TOWNSHIP 19 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5203'THE JUNCTION OF STATE ROAD 19, COUNTY ROAD 452 AND COUNTY ROAD 44 IN
 AB5203'EUSTIS, GO NORTHWEST ON COUNTY ROAD 452, COUNTY ROAD 44 FOR 1.05 MI
 AB5203'(1.69 KM) TO THE INTERSECTION OF COUNTY ROAD 452 AND COUNTY ROAD 44,
 AB5203'TURN LEFT ON COUNTY ROAD 44 AND GO WESTERLY FOR 5.9 MI (9.5 KM) TO THE
 AB5203'SOUTHWEST END OF HAINES CREEK BRIDGE AND THE MARK ON THE LEFT, SET
 AB5203'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE 41.6 FT (12.7 M)
 AB5203'NORTHWEST OF A POWER POLE NUMBER LE-147 WITH 3-GUY WIRES ATTACHED,
 AB5203'26.5 FT (8.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AB5203'44, 20.5 FT (6.2 M) SOUTH OF THE SOUTHWEST END OF THE HAINES CREEK
 AB5203'BRIDGE, 11.6 FT (3.5 M) WEST OF THE HAINES CREEK SIGN, 4.6 FT (1.4 M)
 AB5203'SOUTH OF A METAL GUARDRAIL AND 2.2 FT (0.7 M) NORTH OF A CARSONITE
 AB5203'WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH
 AB5203'LOGO CAP.
 AB5203
 AB5203                          STATION RECOVERY (2003)
 AB5203
 AB5203'RECOVERY NOTE BY US POWER SQUADRON 2003 (MKW)
 AB5203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5165 ***********************************************************************
 AB5165  DESIGNATION -  B 427
 AB5165  PID         -  AB5165
 AB5165  STATE/COUNTY-  FL/MARION
 AB5165  USGS QUAD   -  OCALA EAST (1991)
 AB5165
 AB5165                         *CURRENT SURVEY CONTROL
 AB5165  ___________________________________________________________________
 AB5165* NAD 83(1986)-  29 12 03.     (N)    082 05 13.     (W)     SCALED    
 AB5165* NAVD 88     -        22.311  (meters)      73.20   (feet)  ADJUSTED  
 AB5165  ___________________________________________________________________
 AB5165  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB5165  DYNAMIC HT  -          22.280 (meters)      73.10  (feet)  COMP
 AB5165  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 AB5165
 AB5165  VERT ORDER  -  SECOND    CLASS I
 AB5165
 AB5165.The horizontal coordinates were scaled from a topographic map and have
 AB5165.an estimated accuracy of +/- 6 seconds.
 AB5165
 AB5165.The orthometric height was determined by differential leveling
 AB5165.and adjusted by the National Geodetic Survey in September 1996..
 AB5165
 AB5165.The geoid height was determined by GEOID03.
 AB5165
 AB5165.The dynamic height is computed by dividing the NAVD 88
 AB5165.geopotential number by the normal gravity value computed on the
 AB5165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5165.degrees latitude (g = 980.6199 gals.).
 AB5165
 AB5165.The modeled gravity was interpolated from observed gravity values.
 AB5165
 AB5165;                    North         East    Units  Estimated Accuracy
 AB5165;SPC FL W     -   539,290.      191,550.      MT  (+/- 180 meters Scaled)
 AB5165
 AB5165                          SUPERSEDED SURVEY CONTROL
 AB5165
 AB5165.No superseded survey control is available for this station.
 AB5165
 AB5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN943307(NAD 83)
 AB5165_MARKER: DV = VERTICAL CONTROL DISK
 AB5165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5165_STAMPING: B 427 1994
 AB5165_MARK LOGO: NGS   
 AB5165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5165+STABILITY: SURFACE MOTION
 AB5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5165+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5165
 AB5165  HISTORY     - Date     Condition        Report By
 AB5165  HISTORY     - 1994     MONUMENTED       NGS
 AB5165
 AB5165                          STATION DESCRIPTION
 AB5165
 AB5165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5165'THE MARK IS ON THE EAST SIDE OF OCALA IN THE NORTHWEST CORNER OF THE
 AB5165'INTERSECTION OF COUNTY ROAD 492 (NE 14TH STREET) AND NE 36TH AVENUE IN
 AB5165'SECTION 10, TOWNSHIP 15 SOUTH, RANGE 22 EAST.  TO REACH THE MARK FROM
 AB5165'THE INTERSECTION OF INTERSTATE 75 AND U.S.  HIGHWAY 27 ON THE
 AB5165'NORTHWEST SIDE OF OCALA, GO SOUTHEAST AND EAST ON U.S.  HIGHWAY 27 FOR
 AB5165'2.80 MI (4.51 KM) TO THE INTERSECTION OF U.S.  HIGHWAYS 441, 301 (N
 AB5165'PINE AVENUE) AND COUNTY ROAD 492 (NE 10TH STREET) , CONTINUE EAST ON
 AB5165'COUNTY ROAD 492 (NE 10TH STREET WHICH TURNS TO NE 14TH STREET NEAR THE
 AB5165'BRIDGE) FOR 3.40 MI (5.47 KM) TO THE INTERSECTION OF NE 36TH AVENUE
 AB5165'AND THE MARK ON THE LEFT SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AB5165'WITH THE GROUND AND 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE ROADS.
 AB5165'LOCATED 48.2 FT (14.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 AB5165'WESTBOUND LANES OF COUNTY ROAD 492 (NE 14TH STREET) , 21.3 FT (6.5 M)
 AB5165'WEST OF THE WEST CURB OF NE 36TH AVENUE, 13.1 FT (4.0 M) SOUTHWEST OF
 AB5165'A WOODEN POWER POLE NUMBER T 623 WITH THREE GUY WIRES ATTACHED, 12.5
 AB5165'FT (3.8 M) NORTHWEST OF A CONCRETE POWER POLE NUMBER 64105-0524-27013,
 AB5165'12.0 FT (3.7 M) SOUTH-SOUTHEAST OF A GUY WIRE ANCHOR, 11.2 FT (3.4 M)
 AB5165'EAST-SOUTHEAST OF A GUY WIRE ANCHOR, 6.8 FT (2.1 M) SOUTH OF A GUY
 AB5165'WIRE ANCHOR, 6.1 FT (1.9 M) NORTH OF THE NORTHEAST CORNER OF THE
 AB5165'CONCRETE PAD FOR A TRAFFIC LIGHT CONTROL BOX AND 1.4 FT (0.4 M) SOUTH
 AB5165'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5300 ***********************************************************************
 AB5300  DESIGNATION -  B 428
 AB5300  PID         -  AB5300
 AB5300  STATE/COUNTY-  FL/LAKE
 AB5300  USGS QUAD   -  LEESBURG EAST (1984)
 AB5300
 AB5300                         *CURRENT SURVEY CONTROL
 AB5300  ___________________________________________________________________
 AB5300* NAD 83(1986)-  28 51 46.     (N)    081 51 28.     (W)     SCALED    
 AB5300* NAVD 88     -        18.390  (meters)      60.33   (feet)  ADJUSTED  
 AB5300  ___________________________________________________________________
 AB5300  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AB5300  DYNAMIC HT  -          18.364 (meters)      60.25  (feet)  COMP
 AB5300  MODELED GRAV-     979,232.4   (mgal)                       NAVD 88
 AB5300
 AB5300  VERT ORDER  -  SECOND    CLASS I
 AB5300
 AB5300.The horizontal coordinates were scaled from a topographic map and have
 AB5300.an estimated accuracy of +/- 6 seconds.
 AB5300
 AB5300.The orthometric height was determined by differential leveling
 AB5300.and adjusted by the National Geodetic Survey in September 1996..
 AB5300
 AB5300.The geoid height was determined by GEOID03.
 AB5300
 AB5300.The dynamic height is computed by dividing the NAVD 88
 AB5300.geopotential number by the normal gravity value computed on the
 AB5300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5300.degrees latitude (g = 980.6199 gals.).
 AB5300
 AB5300.The modeled gravity was interpolated from observed gravity values.
 AB5300
 AB5300;                    North         East    Units  Estimated Accuracy
 AB5300;SPC FL E     -   502,120.      116,310.      MT  (+/- 180 meters Scaled)
 AB5300
 AB5300                          SUPERSEDED SURVEY CONTROL
 AB5300
 AB5300.No superseded survey control is available for this station.
 AB5300
 AB5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM163930(NAD 83)
 AB5300_MARKER: DV = VERTICAL CONTROL DISK
 AB5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5300_STAMPING: B 428 1994
 AB5300_MARK LOGO: NGS   
 AB5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5300+STABILITY: SURFACE MOTION
 AB5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5300+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5300
 AB5300  HISTORY     - Date     Condition        Report By
 AB5300  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5300  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 AB5300
 AB5300                          STATION DESCRIPTION
 AB5300
 AB5300'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5300'THE MARK IS ABOUT 3.7 MI (6.0 KM) NORTH-NORTHEAST OF LEESBURG IN
 AB5300'SECTION 1, TOWNSHIP 19 SOUTH, RANGE 24 EAST.  TO REACH THE MARK FROM
 AB5300'THE JUNCTION OF U.S.  HIGHWAY 27 (14TH ST) AND U.S.  HIGHWAY 441
 AB5300'(NORTH BLVD) ON THE NORTH SIDE OF LEESBURG, GO NORTH ON U.S.  HIGHWAY
 AB5300'441 AND U.S.  HIGHWAY 27 (CITRUS BLVD) FOR 0.80 MI (1.29 KM) TO THE
 AB5300'Y-JUNCTION OF COUNTY ROAD 466A (PICCIOLA ROAD) ON THE RIGHT, TURN
 AB5300'RIGHT ON COUNTY ROAD 446A (PICCIOLA ROAD) AND GO NORTH FOR 2.9 MI (4.7
 AB5300'KM) TO THE JUNCTION OF TWIN PALMS ROAD ON THE LEFT, TURN LEFT ON TWIN
 AB5300'PALMS ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF CROSS
 AB5300'STREET, TURN LEFT ON CROSS STREET AND GO NORTH FOR 0.1 MI (0.2 KM) TO
 AB5300'THE TWIN PALMS RESORT-MARINA AND THE MARK ON THE LEFT, SET IN THE TOP
 AB5300'OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL
 AB5300'OF THE GROUND AND 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE PARKING LOT.
 AB5300'LOCATED 33.0 FT (10.1 M) NORTHWEST OF A 54-INCH OAK TREE, 25.5 FT (7.8
 AB5300'M) SOUTHWEST OF A RAILROAD SPIKE IN A 42-INCH OAK TREE, 20.0 FT (6.1
 AB5300'M) SOUTHEAST OF THE EDGE OF A CONCRETE WALK WAY FOR DOCKING BOAT, 23.9
 AB5300'FT (7.3 M) SOUTHEAST OF EDGE OF THE CANAL, 18.0 FT (5.5 M) WEST OF THE
 AB5300'NORTHWEST CORNER OF A BUILDING, 14.7 FT (4.5 M) SOUTHWEST OF A 6-INCH
 AB5300'PIPE (10 FOOT HIGH) , 7.0 FT (2.1 M) NORTHEAST OF THE NORTHEAST EDGE
 AB5300'OF THE PARKING LOT AND 1.7 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS
 AB5300'POST.
 AB5300
 AB5300                          STATION RECOVERY (2004)
 AB5300
 AB5300'RECOVERY NOTE BY US POWER SQUADRON 2004 (HJM)
 AB5300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5260 ***********************************************************************
 AB5260  DESIGNATION -  B 429
 AB5260  PID         -  AB5260
 AB5260  STATE/COUNTY-  FL/LAKE
 AB5260  USGS QUAD   -  CLERMONT EAST (1980)
 AB5260
 AB5260                         *CURRENT SURVEY CONTROL
 AB5260  ___________________________________________________________________
 AB5260* NAD 83(1986)-  28 34 55.     (N)    081 40 32.     (W)     SCALED    
 AB5260* NAVD 88     -        26.969  (meters)      88.48   (feet)  ADJUSTED  
 AB5260  ___________________________________________________________________
 AB5260  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AB5260  DYNAMIC HT  -          26.930 (meters)      88.35  (feet)  COMP
 AB5260  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 AB5260
 AB5260  VERT ORDER  -  SECOND    CLASS I
 AB5260
 AB5260.The horizontal coordinates were scaled from a topographic map and have
 AB5260.an estimated accuracy of +/- 6 seconds.
 AB5260
 AB5260.The orthometric height was determined by differential leveling
 AB5260.and adjusted by the National Geodetic Survey in September 1996..
 AB5260
 AB5260.The geoid height was determined by GEOID03.
 AB5260
 AB5260.The dynamic height is computed by dividing the NAVD 88
 AB5260.geopotential number by the normal gravity value computed on the
 AB5260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5260.degrees latitude (g = 980.6199 gals.).
 AB5260
 AB5260.The modeled gravity was interpolated from observed gravity values.
 AB5260
 AB5260;                    North         East    Units  Estimated Accuracy
 AB5260;SPC FL E     -   470,890.      133,920.      MT  (+/- 180 meters Scaled)
 AB5260
 AB5260                          SUPERSEDED SURVEY CONTROL
 AB5260
 AB5260.No superseded survey control is available for this station.
 AB5260
 AB5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM339618(NAD 83)
 AB5260_MARKER: DV = VERTICAL CONTROL DISK
 AB5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5260_STAMPING: B 429 1994
 AB5260_MARK LOGO: NGS   
 AB5260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5260+STABILITY: SURFACE MOTION
 AB5260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5260+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2005
 AB5260
 AB5260  HISTORY     - Date     Condition        Report By
 AB5260  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5260  HISTORY     - 20051002 GOOD             GEOCAC
 AB5260
 AB5260                          STATION DESCRIPTION
 AB5260
 AB5260'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB5260'THE MARK IS ABOUT 1.35 MI (2.17 KM) SOUTH OF MONTVERDE IN SECTION 11,
 AB5260'TOWNSHIP 22 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE POST
 AB5260'OFFICE IN MONTVERDE ON LAKESIDE AVENUE, GO WEST ON LAKESIDE AVENUE FOR
 AB5260'0.05 MI (0.08 KM) TO A SHARP TURN LEFT AND THE INTERSECTION OF LAKE
 AB5260'LANE ON THE LEFT AND COUNTY ROAD 455 (PARK LANE) ON THE RIGHT, GO
 AB5260'SOUTH ON COUNTY ROAD 455 (7TH STREET) FOR 1.35 MI (2.17 KM) TO THE
 AB5260'MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AB5260'GROUND AND ABOUT 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE COUNTY ROAD
 AB5260'455 (7TH AVENUE) .  LOCATED 68.4 FT (20.8 M) SOUTHWEST OF A POWER POLE
 AB5260'NUMBER A14848 WITH TWO GUY WIRES ATTACHED, 56.2 FT (17.1 M) NORTHEAST
 AB5260'OF THE NORTH EDGE OF THE CONCRETE DRIVEWAY TO THE GRACE BAPTIST
 AB5260'CHURCH, 37.7 FT (11.5 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 AB5260'COUNTY ROAD 455 (7TH AVENUE) AND 32.1 FT (9.8 M) NORTH OF THE
 AB5260'NORTHWEST EDGE OF THE GRACE BAPTIST CHURCH BRICK SIGN.
 AB5260
 AB5260                          STATION RECOVERY (2005)
 AB5260
 AB5260'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AB5260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0934 ***********************************************************************
 BE0934  DESIGNATION -  B 43
 BE0934  PID         -  BE0934
 BE0934  STATE/COUNTY-  FL/GULF
 BE0934  USGS QUAD   -  TENMILE SWAMP (1982)
 BE0934
 BE0934                         *CURRENT SURVEY CONTROL
 BE0934  ___________________________________________________________________
 BE0934* NAD 83(1986)-  30 07 37.     (N)    085 21 09.     (W)     SCALED    
 BE0934* NAVD 88     -        14.996  (meters)      49.20   (feet)  ADJUSTED  
 BE0934  ___________________________________________________________________
 BE0934  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE0934  DYNAMIC HT  -          14.976 (meters)      49.13  (feet)  COMP
 BE0934  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 BE0934
 BE0934  VERT ORDER  -  FIRST     CLASS I
 BE0934
 BE0934.The horizontal coordinates were scaled from a topographic map and have
 BE0934.an estimated accuracy of +/- 6 seconds.
 BE0934
 BE0934.The orthometric height was determined by differential leveling
 BE0934.and adjusted by the National Geodetic Survey in June 1991..
 BE0934
 BE0934.The geoid height was determined by GEOID03.
 BE0934
 BE0934.The dynamic height is computed by dividing the NAVD 88
 BE0934.geopotential number by the normal gravity value computed on the
 BE0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0934.degrees latitude (g = 980.6199 gals.).
 BE0934
 BE0934.The modeled gravity was interpolated from observed gravity values.
 BE0934
 BE0934;                    North         East    Units  Estimated Accuracy
 BE0934;SPC FL N     -   125,230.      517,860.      MT  (+/- 180 meters Scaled)
 BE0934
 BE0934                          SUPERSEDED SURVEY CONTROL
 BE0934
 BE0934  NGVD 29 (??/??/92)   15.159  (m)           49.73   (f) ADJ UNCH    1 1
 BE0934
 BE0934.Superseded values are not recommended for survey control.
 BE0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0934.See file dsdata.txt to determine how the superseded data were derived.
 BE0934
 BE0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU587339(NAD 83)
 BE0934_MARKER: DB = BENCH MARK DISK
 BE0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0934_STAMPING: B 43 1934 49.734
 BE0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0934+STABILITY: SURFACE MOTION
 BE0934
 BE0934  HISTORY     - Date     Condition        Report By
 BE0934  HISTORY     - 1934     MONUMENTED       CGS
 BE0934  HISTORY     - 1967     GOOD             NGS
 BE0934  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 BE0934
 BE0934                          STATION DESCRIPTION
 BE0934
 BE0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE0934'9.5 MI W FROM WEWAHITCHKA.
 BE0934'ABOUT 8.75 MILES WEST ALONG STATE HIGHWAY 22 FROM THE JUNCTION
 BE0934'OF STATE HIGHWAY 71 AT WEWAHITCHKA, THENCE 0.75 MILE SOUTHWEST
 BE0934'ALONG AN ABANDONED HIGHWAY, ABOUT 0.25 MILE SOUTHWEST OF THE
 BE0934'CROSSING OF BRITT BRANCH, IN SECTION 21, R 11 W, T 4 S, ABOUT 350
 BE0934'YARDS NORTHEAST ALONG THE OLD HIGHWAY FROM A DITCH ACROSS THE OLD
 BE0934'HIGHWAY, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 BE0934'482 FEET SOUTHWEST OF A SMALL DRAINAGE DITCH ACROSS OLD HIGHWAY,
 BE0934'1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE OLD
 BE0934'HIGHWAY AND SET IN THE TOP OF WITNESS POST, ABOUT LEVEL WITH THE
 BE0934'OLD HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BE0934'INCHES ABOVE THE LEVEL OF THE GROUND.
 BE0934
 BE0934                          STATION RECOVERY (1994)
 BE0934
 BE0934'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7191 ***********************************************************************
 AE7191  DESIGNATION -  B 43
 AE7191  PID         -  AE7191
 AE7191  STATE/COUNTY-  FL/BROWARD
 AE7191  USGS QUAD   -  COOPER CITY NE (1983)
 AE7191
 AE7191                         *CURRENT SURVEY CONTROL
 AE7191  ___________________________________________________________________
 AE7191* NAD 83(1986)-  26 13 46.     (N)    080 17 54.     (W)     SCALED    
 AE7191* NAVD 88     -         5.322  (meters)      17.46   (feet)  ADJUSTED  
 AE7191  ___________________________________________________________________
 AE7191  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AE7191  DYNAMIC HT  -           5.314 (meters)      17.43  (feet)  COMP
 AE7191  MODELED GRAV-     979,069.0   (mgal)                       NAVD 88
 AE7191
 AE7191  VERT ORDER  -  FIRST     CLASS II
 AE7191
 AE7191.The horizontal coordinates were scaled from a topographic map and have
 AE7191.an estimated accuracy of +/- 6 seconds.
 AE7191
 AE7191.The orthometric height was determined by differential leveling
 AE7191.and adjusted by the National Geodetic Survey in March 1998..
 AE7191
 AE7191.The geoid height was determined by GEOID03.
 AE7191
 AE7191.The dynamic height is computed by dividing the NAVD 88
 AE7191.geopotential number by the normal gravity value computed on the
 AE7191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7191.degrees latitude (g = 980.6199 gals.).
 AE7191
 AE7191.The modeled gravity was interpolated from observed gravity values.
 AE7191
 AE7191;                    North         East    Units  Estimated Accuracy
 AE7191;SPC FL E     -   210,220.      270,110.      MT  (+/- 180 meters Scaled)
 AE7191
 AE7191                          SUPERSEDED SURVEY CONTROL
 AE7191
 AE7191.No superseded survey control is available for this station.
 AE7191
 AE7191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK700012(NAD 83)
 AE7191_MARKER: DD = SURVEY DISK
 AE7191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE7191_SP_SET: FLOOD CONTROL STURCTURE
 AE7191_STAMPING: B-43 1971
 AE7191_MARK LOGO: SFLWMD
 AE7191_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7191+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1997
 AE7191
 AE7191  HISTORY     - Date     Condition        Report By
 AE7191  HISTORY     - 1971     MONUMENTED       SFLWMD
 AE7191  HISTORY     - 19970822 GOOD             FLDEP
 AE7191
 AE7191                          STATION DESCRIPTION
 AE7191
 AE7191'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7191'THE MARK IS ABOUT 8.2 MI (13.2 KM) NORTHWEST OF ANDYTOWN, 7.7 MI (12.4
 AE7191'KM) SOUTHWEST OF PARKLAND, 4.5 MI (7.2 KM) SOUTHWEST OF CORAL SPRINGS
 AE7191'AT THE JUNCTION OF LEVEE 35B AND LEVEE 36 ON THE EAST EDGE OF THE
 AE7191'EVERGLADES WILDLIFE MANAGEMENT CONSERVATION AREA NUMBER 2, IN
 AE7191'ESTIMATED SECTION 36, TOWNSHIP 48 SOUTH, RANGE 40 EAST. TO REACH THE
 AE7191'MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 EASTBOUND LANES
 AE7191'OVERPASS (ALLIGATOR ALLEY, STATE ROAD 84) AND U.S. HIGHWAY 27 IN
 AE7191'ANDYTOWN, GO NORTHERLY ON U.S.  HIGHWAY 27 FOR 2.25 MI (3.62 KM) TO
 AE7191'THE JUNCTION OF A PAVED ROAD ON THE RIGHT (ENTRANCE TO SAWGRASS
 AE7191'RECREATION PARK) , TURN RIGHT ON THE PAVED ROAD AND GO EAST FOR 0.05
 AE7191'MI (0.08 KM) CROSSING OVER A ONE WAY BRIDGE TO A Y-JUNCTION, BEAR LEFT
 AE7191'AND GO NORTHEAST (PASSING THROUGH SAWGRASS RECREATION PARK) FOR 0.15
 AE7191'MI (0.24 KM) TO A LOCKED STEEL GATE AND A LEVEE ROAD, CONTINUE
 AE7191'NORTHEAST ON THE LEVEE ROAD FOR 10.65 MI (17.14 KM) TO A T-JUCNTION OF
 AE7191'THE NORTH-SOUTH LEVEE (L-36) AND THE MARK ON THE LEFT, SET IN THE TOP
 AE7191'OF THE NORTHEAST CORNER OF STURCTURE S-38 AND 2.0 FT (0.6 M) BELOW THE
 AE7191'LEVEL OF THE NORTH-SOUTH LEVEE ROAD.  THE MARK CAN ALSO BE REACHED
 AE7191'FROM THE SAWGRASS EXPRESSWAY OVERPASS AND THE JUNCTION OF U.S.
 AE7191'HIGHWAY 441 (STATE ROAD 7) IN PARKLAND, GO NORTH ON U.S.  HIGHWAY 441
 AE7191'(STATE ROAD 7) FOR 1.8 MI (2.9 KM) TO THE JUNCTION STATE ROAD 827 ON
 AE7191'THE LEFT, JUST SOUTH OF THE BROWARD-PALM BEACH COUNTY LINE, TURN LEFT
 AE7191'ON STATE ROAD 827 AND GO NORTHWESTERLY FOR 6.3 MI (10.1 KM) TO THE END
 AE7191'OF THE PAVEMENT AND STATE ROAD 827 AND THE ENTRANCE TO LOXAHATCHEE
 AE7191'NATIONAL WILDLIFE REFUGE, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.05
 AE7191'MI (0.08 KM) TO THE TOP OF THE LEVEE AND THE T-JUNCTION OF THE
 AE7191'NORTH-SOUTH LEVEE L-36, TURN LEFT AND GO SOUTH ON THE LEVEE ROAD FOR
 AE7191'0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE, CONTINUE
 AE7191'SOUTH ON THE LEVEE ROAD FOR 8.4 MI (13.5 KM) TO A WATER STRUCTURE S-38
 AE7191'ON THE RIGHT AND THE MARK ON THE RIGHT. LOCATED 95.0 FT (29.0 M) NORTH
 AE7191'OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST LEVEE ROAD AND 33.5 FT
 AE7191'(10.2 M) WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH LEVEE
 AE7191'ROAD. NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AE7191'(561) 686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5311 ***********************************************************************
 AB5311  DESIGNATION -  B 430
 AB5311  PID         -  AB5311
 AB5311  STATE/COUNTY-  FL/ORANGE
 AB5311  USGS QUAD   -  WINTER GARDEN (1984)
 AB5311
 AB5311                         *CURRENT SURVEY CONTROL
 AB5311  ___________________________________________________________________
 AB5311* NAD 83(1986)-  28 33 05.     (N)    081 32 17.     (W)     SCALED    
 AB5311* NAVD 88     -        38.049  (meters)     124.83   (feet)  ADJUSTED  
 AB5311  ___________________________________________________________________
 AB5311  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AB5311  DYNAMIC HT  -          37.994 (meters)     124.65  (feet)  COMP
 AB5311  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 AB5311
 AB5311  VERT ORDER  -  SECOND    CLASS I
 AB5311
 AB5311.The horizontal coordinates were scaled from a topographic map and have
 AB5311.an estimated accuracy of +/- 6 seconds.
 AB5311
 AB5311.The orthometric height was determined by differential leveling
 AB5311.and adjusted by the National Geodetic Survey in September 1996..
 AB5311
 AB5311.The geoid height was determined by GEOID03.
 AB5311
 AB5311.The dynamic height is computed by dividing the NAVD 88
 AB5311.geopotential number by the normal gravity value computed on the
 AB5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5311.degrees latitude (g = 980.6199 gals.).
 AB5311
 AB5311.The modeled gravity was interpolated from observed gravity values.
 AB5311
 AB5311;                    North         East    Units  Estimated Accuracy
 AB5311;SPC FL E     -   467,430.      147,350.      MT  (+/- 180 meters Scaled)
 AB5311
 AB5311                          SUPERSEDED SURVEY CONTROL
 AB5311
 AB5311.No superseded survey control is available for this station.
 AB5311
 AB5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM473584(NAD 83)
 AB5311_MARKER: DV = VERTICAL CONTROL DISK
 AB5311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5311_STAMPING: B 430 1994
 AB5311_MARK LOGO: NGS   
 AB5311_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5311+STABILITY: SURFACE MOTION
 AB5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5311+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5311
 AB5311  HISTORY     - Date     Condition        Report By
 AB5311  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5311
 AB5311                          STATION DESCRIPTION
 AB5311
 AB5311'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5311'THE MARK IS ABOUT 3.1 MI (5.0 KM) EAST-SOUTHEAST OF WINTER GARDEN, 1.3
 AB5311'MI (2.1 KM) SOUTH OF OCOEE IN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28
 AB5311'EAST.  TO REACH THE MARK FROM THE FLORIDA TURNPIKE INTERCHANGE NUMBER
 AB5311'80 (WINTER GARDEN-OCOEE) AND STATE ROAD 50 (WEST COLONIAL DRIVE) ,
 AB5311'SOUTHEAST OF WINTER GARDEN AND SOUTHWEST OF OCOEE, GO EAST ON STATE
 AB5311'ROAD 50 (WEST COLONIAL DRIVE) FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 AB5311'OF COUNTY ROAD 439 NORTH (BLUFORD AVENUE) ON THE LEFT AND OLD WINTER
 AB5311'GARDEN ROAD ON THE RIGHT AND THE MARK ON THE RIGHT SET IN THE TOP OF A
 AB5311'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 AB5311'THE GROUND AND ABOUT LEVEL WITH STATE ROAD 50.  LOCATED 110.0 FT (33.5
 AB5311'M) WEST OF THE WEST EDGE OF OLD WINTER GARDEN ROAD, 48.3 FT (14.7 M)
 AB5311'SOUTHWEST OF A CONCRETE TRAFFIC LIGHT POLE, 40.7 FT (12.4 M) SOUTH OF
 AB5311'THE SOUTH EDGE OF STATE ROAD 50 (EASTBOUND LANES) , 29.3 FT (8.9 M)
 AB5311'SOUTHEAST OF A FLAG POLE, 8.0 FT (2.4 M) NORTHEAST OF A SMALL OAK TREE
 AB5311'AND 7.0 FT (2.1 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB5340 ***********************************************************************
 AB5340  DESIGNATION -  B 431
 AB5340  PID         -  AB5340
 AB5340  STATE/COUNTY-  FL/LAKE
 AB5340  USGS QUAD   -  HOWEY IN THE HILLS (1969)
 AB5340
 AB5340                         *CURRENT SURVEY CONTROL
 AB5340  ___________________________________________________________________
 AB5340* NAD 83(1986)-  28 42 50.     (N)    081 46 21.     (W)     SCALED    
 AB5340* NAVD 88     -        24.399  (meters)      80.05   (feet)  ADJUSTED  
 AB5340  ___________________________________________________________________
 AB5340  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AB5340  DYNAMIC HT  -          24.364 (meters)      79.93  (feet)  COMP
 AB5340  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 AB5340
 AB5340  VERT ORDER  -  SECOND    CLASS I
 AB5340
 AB5340.The horizontal coordinates were scaled from a topographic map and have
 AB5340.an estimated accuracy of +/- 6 seconds.
 AB5340
 AB5340.The orthometric height was determined by differential leveling
 AB5340.and adjusted by the National Geodetic Survey in September 1996..
 AB5340
 AB5340.The geoid height was determined by GEOID03.
 AB5340
 AB5340.The dynamic height is computed by dividing the NAVD 88
 AB5340.geopotential number by the normal gravity value computed on the
 AB5340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5340.degrees latitude (g = 980.6199 gals.).
 AB5340
 AB5340.The modeled gravity was interpolated from observed gravity values.
 AB5340
 AB5340;                    North         East    Units  Estimated Accuracy
 AB5340;SPC FL E     -   485,570.      124,530.      MT  (+/- 180 meters Scaled)
 AB5340
 AB5340                          SUPERSEDED SURVEY CONTROL
 AB5340
 AB5340.No superseded survey control is available for this station.
 AB5340
 AB5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM245765(NAD 83)
 AB5340_MARKER: DV = VERTICAL CONTROL DISK
 AB5340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5340_STAMPING: B 431 1994
 AB5340_MARK LOGO: NGS   
 AB5340_PROJECTION: FLUSH
 AB5340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5340+STABILITY: SURFACE MOTION
 AB5340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5340+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 AB5340
 AB5340  HISTORY     - Date     Condition        Report By
 AB5340  HISTORY     - 1994     MONUMENTED       FLDEP
 AB5340  HISTORY     - 20020126 GOOD             USPSQD
 AB5340  HISTORY     - 20020625 GOOD             FLDEP
 AB5340
 AB5340                          STATION DESCRIPTION
 AB5340
 AB5340'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5340'THE MARK IS IN HOWEY IN THE HILLS IN SECTION 26, TOWNSHIP 20 SOUTH,
 AB5340'RANGE 25 EAST.  TO REACH THE MARK FROM THE POST OFFICE IN HOWEY IN THE
 AB5340'HILLS, GO NORTH ON STATE ROAD 19 (PALM AVENUE) FOR 0.05 MI (0.08 KM)
 AB5340'TO THE JUNCTION OF EAST CENTRAL AVENUE ON THE RIGHT AND THE MARK ON
 AB5340'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AB5340'GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF STATE ROAD 19.  LOCATED
 AB5340'105.0 FT (32.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A SHELL SERVICE
 AB5340'STATION, 27.0 FT (8.2 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 AB5340'ROAD 19 (PALM AVENUE) , 27.0 FT (8.2 M) NORTH OF THE APPROXIMATE
 AB5340'CENTERLINE OF EAST CENTRAL AVENUE, 10.2 FT (3.1 M) SOUTH OF THE CENTER
 AB5340'OF A MAN HOLE COVER AND 1.7 FT (0.5 M) WEST OF POWER POLE NUMBER
 AB5340'971331 WITH A CARSONITE WITNESS POST.
 AB5340
 AB5340                          STATION RECOVERY (2002)
 AB5340
 AB5340'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 AB5340'RECOVERED IN GOOD CONDITION.
 AB5340
 AB5340                          STATION RECOVERY (2002)
 AB5340
 AB5340'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AB5340'RECOVERED IN GOOD CONDITION, NOT LEVELING TO THIS DATE.
 AB5340' 
 AB5340'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2355 ***********************************************************************
 AB2355  DESIGNATION -  B 432
 AB2355  PID         -  AB2355
 AB2355  STATE/COUNTY-  FL/MIAMI-DADE
 AB2355  USGS QUAD   -  ROYAL PALM RANGER STATION (1979)
 AB2355
 AB2355                         *CURRENT SURVEY CONTROL
 AB2355  ___________________________________________________________________
 AB2355* NAD 83(1986)-  25 26 01.     (N)    080 30 06.     (W)     SCALED    
 AB2355* NAVD 88     -         1.775  (meters)       5.82   (feet)  ADJUSTED  
 AB2355  ___________________________________________________________________
 AB2355  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AB2355  DYNAMIC HT  -           1.772 (meters)       5.81  (feet)  COMP
 AB2355  MODELED GRAV-     978,978.9   (mgal)                       NAVD 88
 AB2355
 AB2355  VERT ORDER  -  FIRST     CLASS II
 AB2355
 AB2355.The horizontal coordinates were scaled from a topographic map and have
 AB2355.an estimated accuracy of +/- 6 seconds.
 AB2355
 AB2355.The orthometric height was determined by differential leveling
 AB2355.and adjusted by the National Geodetic Survey in April 1996..
 AB2355
 AB2355.The geoid height was determined by GEOID03.
 AB2355
 AB2355.The dynamic height is computed by dividing the NAVD 88
 AB2355.geopotential number by the normal gravity value computed on the
 AB2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2355.degrees latitude (g = 980.6199 gals.).
 AB2355
 AB2355.The modeled gravity was interpolated from observed gravity values.
 AB2355
 AB2355;                    North         East    Units  Estimated Accuracy
 AB2355;SPC FL E     -   121,970.      250,130.      MT  (+/- 180 meters Scaled)
 AB2355
 AB2355                          SUPERSEDED SURVEY CONTROL
 AB2355
 AB2355.No superseded survey control is available for this station.
 AB2355
 AB2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ501130(NAD 83)
 AB2355_MARKER: I = METAL ROD
 AB2355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2355_STAMPING: B 432 1994
 AB2355_MARK LOGO: NGS   
 AB2355_PROJECTION: RECESSED 8 CENTIMETERS
 AB2355_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2355+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2355_ROD/PIPE-DEPTH:  4.7 meters
 AB2355
 AB2355  HISTORY     - Date     Condition        Report By
 AB2355  HISTORY     - 1994     MONUMENTED       FLDEP
 AB2355
 AB2355                          STATION DESCRIPTION
 AB2355
 AB2355'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2355'THE MARK IS ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF FLORIDA CITY IN SECTION
 AB2355'26, TOWNSHIP 57 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM THE
 AB2355'INTERSECTION OF U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN
 AB2355'FLORIDA CITY, GO WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR
 AB2355'1.7 MI (2.7 KM) TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) ,
 AB2355'TURN LEFT ON TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH
 AB2355'FOR 1.0 MI (1.6 KM) TO A RADIO TOWER, RANGER STATION AND THE MARK ON
 AB2355'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.5
 AB2355'FT (4.7 M) RECESSED 0.3 FT (9.1 CM) BELOW LEVEL OF THE GROUND, WITH A
 AB2355'LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH TOWER ROAD (STATE ROAD
 AB2355'27, SW 192 AVENUE). LOCATED 79.5 FT (24.2 M) WEST OF THE APPROXIMATE
 AB2355'CENTERLINE OF TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) , 44.3 FT
 AB2355'(13.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE NUMBER
 AB2355'35950 SW 192 AVENUE, 1.4 FT (0.4 M) EAST A 6.0 FT (1.8 M) HIGH
 AB2355'CHAIN-LINK FENCE AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 AB2355'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2383 ***********************************************************************
 AB2383  DESIGNATION -  B 433
 AB2383  PID         -  AB2383
 AB2383  STATE/COUNTY-  FL/MIAMI-DADE
 AB2383  USGS QUAD   -  MAHOGANY HAMMOCK (1972)
 AB2383
 AB2383                         *CURRENT SURVEY CONTROL
 AB2383  ___________________________________________________________________
 AB2383* NAD 83(1986)-  25 21 13.     (N)    080 49 17.     (W)     SCALED    
 AB2383* NAVD 88     -         0.861  (meters)       2.82   (feet)  ADJUSTED  
 AB2383  ___________________________________________________________________
 AB2383  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AB2383  DYNAMIC HT  -           0.860 (meters)       2.82  (feet)  COMP
 AB2383  MODELED GRAV-     978,991.9   (mgal)                       NAVD 88
 AB2383
 AB2383  VERT ORDER  -  FIRST     CLASS II
 AB2383
 AB2383.The horizontal coordinates were scaled from a topographic map and have
 AB2383.an estimated accuracy of +/- 6 seconds.
 AB2383
 AB2383.The orthometric height was determined by differential leveling
 AB2383.and adjusted by the National Geodetic Survey in April 1996..
 AB2383
 AB2383.The geoid height was determined by GEOID03.
 AB2383
 AB2383.The dynamic height is computed by dividing the NAVD 88
 AB2383.geopotential number by the normal gravity value computed on the
 AB2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2383.degrees latitude (g = 980.6199 gals.).
 AB2383
 AB2383.The modeled gravity was interpolated from observed gravity values.
 AB2383
 AB2383;                    North         East    Units  Estimated Accuracy
 AB2383;SPC FL E     -   113,020.      217,980.      MT  (+/- 180 meters Scaled)
 AB2383
 AB2383                          SUPERSEDED SURVEY CONTROL
 AB2383
 AB2383.No superseded survey control is available for this station.
 AB2383
 AB2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ179041(NAD 83)
 AB2383_MARKER: DV = VERTICAL CONTROL DISK
 AB2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2383_STAMPING: B 433 1994
 AB2383_MARK LOGO: NGS   
 AB2383_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2383+STABILITY: SURFACE MOTION
 AB2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2383+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2383
 AB2383  HISTORY     - Date     Condition        Report By
 AB2383  HISTORY     - 1994     MONUMENTED       FLDEP
 AB2383
 AB2383                          STATION DESCRIPTION
 AB2383
 AB2383'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2383'THE MARK IS ABOUT 21.9 MI (35.2 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2383'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2383'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2383'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2383'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2383'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2383'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2383'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2383'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2383'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2383'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2383'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2383'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2383'PARK ROAD (STATE ROAD 27) FOR 6.15 MI (9.90 KM) TO THE MARK ON THE
 AB2383'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AB2383'GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL OF PARK ROAD (STATE ROAD
 AB2383'27) . LOCATED 17.4 FT (5.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AB2383'PARK ROAD (STATE ROAD 27) , 8.8 FT (2.7 M) EAST OF THE BRUSHLINE EDGE
 AB2383'AND 6.4 FT (2.0 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF PARK ROAD
 AB2383'(STATE ROAD 27) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6163 ***********************************************************************
 AE6163  DESIGNATION -  B 434
 AE6163  PID         -  AE6163
 AE6163  STATE/COUNTY-  FL/OSCEOLA
 AE6163  USGS QUAD   -  FORT DRUM NW (1972)
 AE6163
 AE6163                         *CURRENT SURVEY CONTROL
 AE6163  ___________________________________________________________________
 AE6163* NAD 83(1986)-  27 41 02.     (N)    080 52 29.     (W)     SCALED    
 AE6163* NAVD 88     -        16.649  (meters)      54.62   (feet)  ADJUSTED  
 AE6163  ___________________________________________________________________
 AE6163  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AE6163  DYNAMIC HT  -          16.624 (meters)      54.54  (feet)  COMP
 AE6163  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 AE6163
 AE6163  VERT ORDER  -  SECOND    CLASS I
 AE6163
 AE6163.The horizontal coordinates were scaled from a topographic map and have
 AE6163.an estimated accuracy of +/- 6 seconds.
 AE6163
 AE6163.The orthometric height was determined by differential leveling
 AE6163.and adjusted by the National Geodetic Survey in February 1998..
 AE6163
 AE6163.The geoid height was determined by GEOID03.
 AE6163
 AE6163.The dynamic height is computed by dividing the NAVD 88
 AE6163.geopotential number by the normal gravity value computed on the
 AE6163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6163.degrees latitude (g = 980.6199 gals.).
 AE6163
 AE6163.The modeled gravity was interpolated from observed gravity values.
 AE6163
 AE6163;                    North         East    Units  Estimated Accuracy
 AE6163;SPC FL E     -   371,190.      212,360.      MT  (+/- 180 meters Scaled)
 AE6163
 AE6163                          SUPERSEDED SURVEY CONTROL
 AE6163
 AE6163.No superseded survey control is available for this station.
 AE6163
 AE6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL123621(NAD 83)
 AE6163_MARKER: DV = VERTICAL CONTROL DISK
 AE6163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6163_STAMPING: B 434 1994
 AE6163_MARK LOGO: NGS   
 AE6163_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6163+STABILITY: SURFACE MOTION
 AE6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6163+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE6163
 AE6163  HISTORY     - Date     Condition        Report By
 AE6163  HISTORY     - 1994     MONUMENTED       FLDEP
 AE6163
 AE6163                          STATION DESCRIPTION
 AE6163
 AE6163'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6163'THE MARK IS ABOUT 30.0 MI (48.3 KM) WEST OF VERO BEACH, 2.3 MI (3.7
 AE6163'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6163'60 IN YEEHAW JUNCTION, 0.1 MI (0.2 KM) WEST OF THE COUNTY LINE IN
 AE6163'SECTION 24, TOWNSHIP 32 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6163'THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW
 AE6163'JUNCTION, GO SOUTHEAST ON STATE ROAD 60 FOR 2.3 MI (3.7 KM) TO THE
 AE6163'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 AE6163'0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18.3 CM)
 AE6163'BELOW THE LEVEL OF STATE ROAD 60. LOCATED 53.0 FT (16.2 M) NORTHEAST
 AE6163'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 60, 14.6 FT (4.5 M)
 AE6163'SOUTHEAST OF POWER POLE NUMBER 17-426-26, 2.8 FT (0.9 M) NORTHWEST OF
 AE6163'A FENCE CORNER AND GATE AND 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE
 AE6163'WITNESS POST IN THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6185 ***********************************************************************
 AE6185  DESIGNATION -  B 435
 AE6185  PID         -  AE6185
 AE6185  STATE/COUNTY-  FL/OSCEOLA
 AE6185  USGS QUAD   -  FORT DRUM NW (1972)
 AE6185
 AE6185                         *CURRENT SURVEY CONTROL
 AE6185  ___________________________________________________________________
 AE6185* NAD 83(1986)-  27 43 37.     (N)    080 54 47.     (W)     SCALED    
 AE6185* NAVD 88     -        26.354  (meters)      86.46   (feet)  ADJUSTED  
 AE6185  ___________________________________________________________________
 AE6185  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AE6185  DYNAMIC HT  -          26.315 (meters)      86.34  (feet)  COMP
 AE6185  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AE6185
 AE6185  VERT ORDER  -  SECOND    CLASS I
 AE6185
 AE6185.The horizontal coordinates were scaled from a topographic map and have
 AE6185.an estimated accuracy of +/- 6 seconds.
 AE6185
 AE6185.The orthometric height was determined by differential leveling
 AE6185.and adjusted by the National Geodetic Survey in February 1998..
 AE6185
 AE6185.The geoid height was determined by GEOID03.
 AE6185
 AE6185.The dynamic height is computed by dividing the NAVD 88
 AE6185.geopotential number by the normal gravity value computed on the
 AE6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6185.degrees latitude (g = 980.6199 gals.).
 AE6185
 AE6185.The modeled gravity was interpolated from observed gravity values.
 AE6185
 AE6185;                    North         East    Units  Estimated Accuracy
 AE6185;SPC FL E     -   375,960.      208,570.      MT  (+/- 180 meters Scaled)
 AE6185
 AE6185                          SUPERSEDED SURVEY CONTROL
 AE6185
 AE6185.No superseded survey control is available for this station.
 AE6185
 AE6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL085669(NAD 83)
 AE6185_MARKER: DV = VERTICAL CONTROL DISK
 AE6185_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6185_SP_SET: CURB
 AE6185_STAMPING: B 435 1995
 AE6185_MARK LOGO: NGS   
 AE6185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6185+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6185
 AE6185  HISTORY     - Date     Condition        Report By
 AE6185  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6185
 AE6185                          STATION DESCRIPTION
 AE6185
 AE6185'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6185'THE MARK IS ABOUT 1.9 MI (3.1 KM) NORTH OF YEEHAW JUNCTION IN SECTION
 AE6185'3, TOWNSHIP 32 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AE6185'INTERSECTION OF STATE ROAD 60 AND U.S. HIGHWAY 441 (STATE ROAD 15) IN
 AE6185'YEEHAW JUNCTION, GO NORTH-NORTHWEST ON U.S. HIGHWAY 441 (STATE ROAD
 AE6185'15) FOR 2.05 MI (3.30 KM) TO THE SOUTH END OF A BRIDGE OVER THE
 AE6185'FLORIDA TURNPIKE AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AE6185'CONCRETE CURB 0.8 FT (24.4 CM) ABOVE THE LEVEL OF THE GROUND. LOCATED
 AE6185'18.0 FT (5.5 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S.
 AE6185'HIGHWAY 441, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, 2.6 FT
 AE6185'(0.8 M) NORTH-NORTHWEST OF A METAL GUARDRAIL, 0.8 FT (24.4 CM)
 AE6185'NORTH-NORTHWEST OF THE SOUTH EDGE OF THE SIDEWALK CURB AND 0.8 FT
 AE6185'(24.4 CM) WEST OF THE EAST EDGE OF THE SIDEWALK CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6228 ***********************************************************************
 AE6228  DESIGNATION -  B 436
 AE6228  PID         -  AE6228
 AE6228  STATE/COUNTY-  FL/INDIAN RIVER
 AE6228  USGS QUAD   -  FELLSMERE SW (1970)
 AE6228
 AE6228                         *CURRENT SURVEY CONTROL
 AE6228  ___________________________________________________________________
 AE6228* NAD 83(1986)-  27 49 21.     (N)    080 42 47.     (W)     SCALED    
 AE6228* NAVD 88     -         8.564  (meters)      28.10   (feet)  ADJUSTED  
 AE6228  ___________________________________________________________________
 AE6228  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AE6228  DYNAMIC HT  -           8.552 (meters)      28.06  (feet)  COMP
 AE6228  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 AE6228
 AE6228  VERT ORDER  -  SECOND    CLASS I
 AE6228
 AE6228.The horizontal coordinates were scaled from a topographic map and have
 AE6228.an estimated accuracy of +/- 6 seconds.
 AE6228
 AE6228.The orthometric height was determined by differential leveling
 AE6228.and adjusted by the National Geodetic Survey in February 1998..
 AE6228
 AE6228.The geoid height was determined by GEOID03.
 AE6228
 AE6228.The dynamic height is computed by dividing the NAVD 88
 AE6228.geopotential number by the normal gravity value computed on the
 AE6228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6228.degrees latitude (g = 980.6199 gals.).
 AE6228
 AE6228.The modeled gravity was interpolated from observed gravity values.
 AE6228
 AE6228;                    North         East    Units  Estimated Accuracy
 AE6228;SPC FL E     -   386,570.      228,270.      MT  (+/- 180 meters Scaled)
 AE6228
 AE6228                          SUPERSEDED SURVEY CONTROL
 AE6228
 AE6228.No superseded survey control is available for this station.
 AE6228
 AE6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL282775(NAD 83)
 AE6228_MARKER: DV = VERTICAL CONTROL DISK
 AE6228_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE6228_SP_SET: FOOTER
 AE6228_STAMPING: B 436 1995
 AE6228_MARK LOGO: NGS   
 AE6228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6228+STABILITY: SURFACE MOTION
 AE6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6228+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6228
 AE6228  HISTORY     - Date     Condition        Report By
 AE6228  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6228  HISTORY     - 20030220 MARK NOT FOUND   USPSQD
 AE6228
 AE6228                          STATION DESCRIPTION
 AE6228
 AE6228'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6228'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTHWEST OF FELLSMERE, ESTIMATED
 AE6228'SECTION 3, IN TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6228'THE INTERSECTION OF COUNTY ROAD 512 AND COUNTY ROAD 507, IN FELLSMERE,
 AE6228'GO NORTH ON COUNTY ROAD 507 (BROADWAY STREET) FOR 0.4 MI (0.6 KM) TO A
 AE6228'STOP SIGN, TURN LEFT AND GO WEST ON COUNTY ROAD 507 (SOUTH CAROLINA
 AE6228'AVENUE) FOR 0.4 MI (0.6 KM) TO A SHARP BEND IN THE ROAD TO THE RIGHT
 AE6228'(138TH AVENUE), FOLLOW BEND RIGHT AND GO NORTH ON COUNTY ROAD 507 FOR
 AE6228'3.45 MI (5.55 KM) TO THE SOUTH SIDE OF C 54 CANAL AND A DIRT ROAD ON
 AE6228'THE LEFT, TURN LEFT ON DIRT ROAD (SOUTH OF C 54) AND GO WEST FOR 6.25
 AE6228'MI (10.06 KM) TO A PUBLIC BOAT RAMP AND A LOCKED GATE ON THE RIGHT,
 AE6228'TURN RIGHT AND GO NORTH (THRU LOCKED GATE) FOR 0.10 MI (0.16 KM) GOING
 AE6228'ACROSS FLOOD CONTROL STRUCTURE S 96 T0 AN EAST WEST DIRT ROAD ON TOP
 AE6228'OF LEVEE, TURN LEFT AND GO WEST, NORTH, THEN WEST AGAIN THRU A S-CURVE
 AE6228'FOR 0.1 TO A LOCKED GATE, CONTINUE WEST ON LEVEE ROAD FOR O.25 MI TO
 AE6228'FLOOD CONTROL STRUCTURE S 258 ON THE LEFT AND THE MARK SET FLUSH IN
 AE6228'THE CONCRETE FOOTER OF STRUCTURE S 258. LOCATED 98.3 FT (30.0 M) EAST
 AE6228'OF THE WEST END OF THE SOUTH GAURDRAIL, 69.6 FT (21.2 M) WEST OF THE
 AE6228'EAST END OF THE SOUTH GAURDRAIL, 14.1 FT (4.3 M) SOUTH OF THE
 AE6228'APPROXIMATE CENTERLINE OF THE DIRT ROAD ON TOP OF LEVEE, 1.3 FT (0.4
 AE6228'M) WEST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT TOMMY
 AE6228'WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6228'NUMBER (904) 329-4277.
 AE6228
 AE6228                          STATION RECOVERY (2003)
 AE6228
 AE6228'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AE6228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6385 ***********************************************************************
 AE6385  DESIGNATION -  B 437
 AE6385  PID         -  AE6385
 AE6385  STATE/COUNTY-  FL/HIGHLANDS
 AE6385  USGS QUAD   -  BRIGHTON NW (1983)
 AE6385
 AE6385                         *CURRENT SURVEY CONTROL
 AE6385  ___________________________________________________________________
 AE6385* NAD 83(1999)-  27 11 35.39962(N)    081 12 30.64543(W)     ADJUSTED  
 AE6385* NAVD 88     -        11.982  (meters)      39.31   (feet)  ADJUSTED  
 AE6385  ___________________________________________________________________
 AE6385  X           -     867,686.195 (meters)                     COMP
 AE6385  Y           -  -5,610,425.209 (meters)                     COMP
 AE6385  Z           -   2,897,264.020 (meters)                     COMP
 AE6385  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AE6385  ELLIP HEIGHT-         -13.33  (meters)          (05/31/01) GPS OBS
 AE6385  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AE6385  DYNAMIC HT  -          11.964 (meters)      39.25  (feet)  COMP
 AE6385  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 AE6385
 AE6385  HORZ ORDER  -  FIRST
 AE6385  VERT ORDER  -  SECOND    CLASS I
 AE6385  ELLP ORDER  -  FOURTH    CLASS I
 AE6385
 AE6385.The horizontal coordinates were established by GPS observations
 AE6385.and adjusted by the National Geodetic Survey in May 2001..
 AE6385
 AE6385.The orthometric height was determined by differential leveling
 AE6385.and adjusted by the National Geodetic Survey in March 1998..
 AE6385
 AE6385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6385
 AE6385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6385
 AE6385.The ellipsoidal height was determined by GPS observations
 AE6385.and is referenced to NAD 83.
 AE6385
 AE6385.The geoid height was determined by GEOID03.
 AE6385
 AE6385.The dynamic height is computed by dividing the NAVD 88
 AE6385.geopotential number by the normal gravity value computed on the
 AE6385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6385.degrees latitude (g = 980.6199 gals.).
 AE6385
 AE6385.The modeled gravity was interpolated from observed gravity values.
 AE6385
 AE6385;                    North         East     Units Scale Factor Converg.
 AE6385;SPC FL E     -   316,823.801   179,340.771   MT  0.99994644   -0 05 43.0
 AE6385;SPC FL E     - 1,039,446.09    588,387.18   sFT  0.99994644   -0 05 43.0
 AE6385;UTM  17      - 3,007,847.683   479,347.820   MT  0.99960526   -0 05 43.0
 AE6385
 AE6385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6385!SPC FL E     -   1.00000209  x   0.99994644  =   0.99994853
 AE6385!UTM  17      -   1.00000209  x   0.99960526  =   0.99960735
 AE6385
 AE6385                          SUPERSEDED SURVEY CONTROL
 AE6385
 AE6385  NAD 83(1990)-  27 11 35.39863(N)    081 12 30.64502(W) AD(       ) 1
 AE6385  ELLIP H (05/30/00)  -13.36   (m)                       GP(       ) 3 2
 AE6385  NAVD 88 (05/30/00)   11.98   (m)           39.3    (f) LEVELING    3  
 AE6385
 AE6385.Superseded values are not recommended for survey control.
 AE6385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6385.See file dsdata.txt to determine how the superseded data were derived.
 AE6385
 AE6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML7934807848(NAD 83)
 AE6385_MARKER: DV = VERTICAL CONTROL DISK
 AE6385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6385_SP_SET: BRIDGE ABUTMENT
 AE6385_STAMPING: B 437 1995
 AE6385_MARK LOGO: NGS   
 AE6385_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6385+STABILITY: SURFACE MOTION
 AE6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6385+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1999
 AE6385
 AE6385  HISTORY     - Date     Condition        Report By
 AE6385  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6385  HISTORY     - 19990713 GOOD             BAH
 AE6385
 AE6385                          STATION DESCRIPTION
 AE6385
 AE6385'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AE6385'THE MARK IS ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKEPORT, 12.3 MI
 AE6385'(19.8 KM) SOUTHEAST OF LAKE PLACID IN SECTION 10, TOWNSHIP 38 SOUTH,
 AE6385'RANGE 31 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AE6385'27 AND STATE ROAD 70 SOUTH OF LAKE PLACID, GO EAST ON STATE ROAD 70
 AE6385'FOR 7.7 MI (12.4 KM) TO THE WEST END OF THE BRIDGE OVER CANAL C 41
 AE6385'(HARNEY POND CANAL), TURN RIGHT AT THE WEST END OF THE BRIDGE, PASSING
 AE6385'THROUGH THE GATE, GO SOUTH ON THE LEVEE ROAD FOR 1.05 MI (1.69 KM) TO
 AE6385'A SHARP CURVE RIGHT, CONTINUE WEST ON THE LEVEE ROAD FOR 0.45 MI (0.72
 AE6385'KM) TO A LOCKED GATE AND THE MARK ON THE RIGHT, SET FLUSH IN THE
 AE6385'NORTHEAST CONCRETE ABUTMENT OF BRIDGE OVER C 41 CANAL. LOCATED 34.6 FT
 AE6385'(10.5 M) WEST OF A BARBED WIRE FENCE, 34.4 FT (10.5 M) WEST OF A
 AE6385'CARSONITE WITNESS POST, 9.6 FT (2.9 M) EAST OF THE APPROXIMATE
 AE6385'CENTERLINE OF LEVEE ROAD AND 9.3 FT (2.8 M) WEST OF A BUCK ISLAND
 AE6385'RANCH SIGN. NOTE ALL GATES ON LEVEE ARE LOCKED, FOR KEY CONTACT CARL
 AE6385'ZEISS, SOUTH FLORIDA WATER MANAGEMENT DISTRICT, WEST PALM BEACH, FL.
 AE6385'PHONE NUMBER (407) 686-8800.
 AE6385
 AE6385                          STATION RECOVERY (1999)
 AE6385
 AE6385'RECOVERY NOTE BY BERRYMAN & HENIGAR 1999 (BH)
 AE6385'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6413 ***********************************************************************
 AE6413  DESIGNATION -  B 438
 AE6413  PID         -  AE6413
 AE6413  STATE/COUNTY-  FL/GLADES
 AE6413  USGS QUAD   -  OKEECHOBEE SW (1972)
 AE6413
 AE6413                         *CURRENT SURVEY CONTROL
 AE6413  ___________________________________________________________________
 AE6413* NAD 83(1986)-  27 04 33.     (N)    080 59 31.     (W)     SCALED    
 AE6413* NAVD 88     -         9.645  (meters)      31.64   (feet)  ADJUSTED  
 AE6413  ___________________________________________________________________
 AE6413  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AE6413  DYNAMIC HT  -           9.630 (meters)      31.59  (feet)  COMP
 AE6413  MODELED GRAV-     979,099.8   (mgal)                       NAVD 88
 AE6413
 AE6413  VERT ORDER  -  SECOND    CLASS I
 AE6413
 AE6413.The horizontal coordinates were scaled from a topographic map and have
 AE6413.an estimated accuracy of +/- 6 seconds.
 AE6413
 AE6413.The orthometric height was determined by differential leveling
 AE6413.and adjusted by the National Geodetic Survey in March 1998..
 AE6413
 AE6413.The geoid height was determined by GEOID03.
 AE6413
 AE6413.The dynamic height is computed by dividing the NAVD 88
 AE6413.geopotential number by the normal gravity value computed on the
 AE6413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6413.degrees latitude (g = 980.6199 gals.).
 AE6413
 AE6413.The modeled gravity was interpolated from observed gravity values.
 AE6413
 AE6413;                    North         East    Units  Estimated Accuracy
 AE6413;SPC FL E     -   303,810.      200,800.      MT  (+/- 180 meters Scaled)
 AE6413
 AE6413                          SUPERSEDED SURVEY CONTROL
 AE6413
 AE6413.No superseded survey control is available for this station.
 AE6413
 AE6413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK007948(NAD 83)
 AE6413_MARKER: DV = VERTICAL CONTROL DISK
 AE6413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6413_STAMPING: B 438 1995
 AE6413_MARK LOGO: NGS   
 AE6413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6413+STABILITY: SURFACE MOTION
 AE6413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6413+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6413
 AE6413  HISTORY     - Date     Condition        Report By
 AE6413  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6413
 AE6413                          STATION DESCRIPTION
 AE6413
 AE6413'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AE6413'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTHEAST OF LAKEPORT IN SECTION
 AE6413'23, TOWNSHIP 39 SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM THE
 AE6413'INTERSECTION OF STATE ROAD 78 AND STATE ROAD 74 IN LAKEPORT, GO
 AE6413'NORTHEAST ON STATE ROAD 78 FOR 10.5 MI (16.9 KM) TO THE WEST END OF
 AE6413'THE BRIDGE OVER CANAL C 40 (INDIAN RIVER CANAL) AND A LOCKED GATE ON
 AE6413'THE LEFT, TURN LEFT PASSING THROUGH THE GATE, GO NORTH ON WEST LEVEE
 AE6413'ROAD FOR 1.0 MI (1.6 KM) TO THE MARK SET IN THE TOP OF A CONCRETE
 AE6413'MONUMENT IN THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD ON TOP OF THE
 AE6413'LEVEE AND RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE GROUND.
 AE6413'LOCATED 75.5 FT (23.0 M) WEST OF THE TOP SCARP OF CANAL C 40, 73.5 FT
 AE6413'(22.4 M) WEST OF A CARSONITE WITNESS POST AND 63.0 FT (19.2 M) EAST OF
 AE6413'GRASS CUT AT THE TOE OF THE LEVEE. NOTE ALL GATES ON LEVEE ARE LOCKED,
 AE6413'FOR KEY CONTACT CARL ZEISS, SOUTH FLORIDA WATER MANAGEMENT DISTRICT,
 AE6413'WEST PALM BEACH, FL.  PHONE NUMBER (407) 686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE6441 ***********************************************************************
 AE6441  DESIGNATION -  B 439
 AE6441  PID         -  AE6441
 AE6441  STATE/COUNTY-  FL/HIGHLANDS
 AE6441  USGS QUAD   -  BRIGHTON (1972)
 AE6441
 AE6441                         *CURRENT SURVEY CONTROL
 AE6441  ___________________________________________________________________
 AE6441* NAD 83(1986)-  27 13 21.     (N)    081 04 10.     (W)     SCALED    
 AE6441* NAVD 88     -        10.619  (meters)      34.84   (feet)  ADJUSTED  
 AE6441  ___________________________________________________________________
 AE6441  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AE6441  DYNAMIC HT  -          10.602 (meters)      34.78  (feet)  COMP
 AE6441  MODELED GRAV-     979,106.1   (mgal)                       NAVD 88
 AE6441
 AE6441  VERT ORDER  -  SECOND    CLASS I
 AE6441
 AE6441.The horizontal coordinates were scaled from a topographic map and have
 AE6441.an estimated accuracy of +/- 6 seconds.
 AE6441
 AE6441.The orthometric height was determined by differential leveling
 AE6441.and adjusted by the National Geodetic Survey in March 1998..
 AE6441
 AE6441.The geoid height was determined by GEOID03.
 AE6441
 AE6441.The dynamic height is computed by dividing the NAVD 88
 AE6441.geopotential number by the normal gravity value computed on the
 AE6441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6441.degrees latitude (g = 980.6199 gals.).
 AE6441
 AE6441.The modeled gravity was interpolated from observed gravity values.
 AE6441
 AE6441;                    North         East    Units  Estimated Accuracy
 AE6441;SPC FL E     -   320,060.      193,120.      MT  (+/- 180 meters Scaled)
 AE6441
 AE6441                          SUPERSEDED SURVEY CONTROL
 AE6441
 AE6441.No superseded survey control is available for this station.
 AE6441
 AE6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML931110(NAD 83)
 AE6441_MARKER: DV = VERTICAL CONTROL DISK
 AE6441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6441_STAMPING: B 439 1995
 AE6441_MARK LOGO: NGS   
 AE6441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6441+STABILITY: SURFACE MOTION
 AE6441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6441+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6441
 AE6441  HISTORY     - Date     Condition        Report By
 AE6441  HISTORY     - 1995     MONUMENTED       FLDEP
 AE6441
 AE6441                          STATION DESCRIPTION
 AE6441
 AE6441'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AE6441'THE MARK IS ABOUT 18.9 MI (30.4 KM) SOUTHEAST OF LAKE PLACID, 14.9 MI
 AE6441'(24.0 KM) WEST OF OKEECHEBEE IN SECTION 31, TOWNSHIP 37 SOUTH, RANGE
 AE6441'33 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND
 AE6441'COUNTY ROAD 721 WEST OF OKEECHOBEE, GO NORTHEAST ON STATE ROAD 70 FOR
 AE6441'0.90 MI (1.45 KM) TO THE WEST END OF THE BRIDGE OVER THE CANAL C 41-A
 AE6441'AND A LOCKED GATE ON THE RIGHT, TURN RIGHT PASSING THROUGH THE GATE
 AE6441'AND GO SOUTHEAST ON SOUTH LEVEE ROAD OF CANAL C 41-A FOR 1.1 MI (1.8
 AE6441'KM) TO A TRIBUTARY CANAL AND THE MARK SET IN THE TOP OF A CONCRETE
 AE6441'MONUMENT IN THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD ON TOP OF THE
 AE6441'LEVEE AND IN THE APPROXIMATE CENTERLINE OF THE TRIBUTARY CANAL AND
 AE6441'RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE GROUND. LOCATED 93.8
 AE6441'FT (28.6 M) NORTH-NORTHEAST OF A BARBED WIRE FENCE, 93.7 FT (28.6 M)
 AE6441'NORTH-NORTHEAST OF A CARSONITE WITNESS POST, 37.7 FT (11.5 M)
 AE6441'NORTHEAST OF THE SOUTHWEST END OF A 5.0 FT (1.5 M) DIAMETER METAL
 AE6441'CULVERT AND 10.0 FT (3.0 M) SOUTHWEST OF THE TOP SCARP BY THE
 AE6441'NORTHEAST END OF THE CULVERT OF THE TRIBUTARY CANAL. NOTE ALL GATES ON
 AE6441'LEVEE ARE LOCKED, FOR KEY CONTACT CARL ZEISS, SOUTH FLORIDA WATER
 AE6441'MANAGEMENT DISTRICT, WEST PALM BEACH, FL.  PHONE NUMBER (407)
 AE6441'686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0381 ***********************************************************************
 BE0381  DESIGNATION -  B 44
 BE0381  PID         -  BE0381
 BE0381  STATE/COUNTY-  FL/CALHOUN
 BE0381  USGS QUAD   -  ALTHA WEST (1994)
 BE0381
 BE0381                         *CURRENT SURVEY CONTROL
 BE0381  ___________________________________________________________________
 BE0381* NAD 83(1986)-  30 32 44.     (N)    085 07 45.     (W)     SCALED    
 BE0381* NAVD 88     -        62.508  (meters)     205.08   (feet)  ADJUSTED  
 BE0381  ___________________________________________________________________
 BE0381  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BE0381  DYNAMIC HT  -          62.426 (meters)     204.81  (feet)  COMP
 BE0381  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 BE0381
 BE0381  VERT ORDER  -  SECOND    CLASS 0
 BE0381
 BE0381.The horizontal coordinates were scaled from a topographic map and have
 BE0381.an estimated accuracy of +/- 6 seconds.
 BE0381
 BE0381.The orthometric height was determined by differential leveling
 BE0381.and adjusted by the National Geodetic Survey in June 1991..
 BE0381
 BE0381.The geoid height was determined by GEOID03.
 BE0381
 BE0381.The dynamic height is computed by dividing the NAVD 88
 BE0381.geopotential number by the normal gravity value computed on the
 BE0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0381.degrees latitude (g = 980.6199 gals.).
 BE0381
 BE0381.The modeled gravity was interpolated from observed gravity values.
 BE0381
 BE0381;                    North         East    Units  Estimated Accuracy
 BE0381;SPC FL N     -   171,490.      539,630.      MT  (+/- 180 meters Scaled)
 BE0381
 BE0381                          SUPERSEDED SURVEY CONTROL
 BE0381
 BE0381  NGVD 29 (??/??/92)   62.617  (m)          205.44   (f) ADJ UNCH    2 0
 BE0381
 BE0381.Superseded values are not recommended for survey control.
 BE0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0381.See file dsdata.txt to determine how the superseded data were derived.
 BE0381
 BE0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU794807(NAD 83)
 BE0381_MARKER: DB = BENCH MARK DISK
 BE0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0381_STAMPING: B 44 1934 205.436
 BE0381_MARK LOGO: CGS   
 BE0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0381+STABILITY: SURFACE MOTION
 BE0381
 BE0381  HISTORY     - Date     Condition        Report By
 BE0381  HISTORY     - 1934     MONUMENTED       CGS
 BE0381  HISTORY     - 1959     GOOD             NGS
 BE0381  HISTORY     - 1980     GOOD             FLDNR
 BE0381  HISTORY     - 19961115 GOOD             USPSQD
 BE0381  HISTORY     - 20020622 POOR             USPSQD
 BE0381
 BE0381                          STATION DESCRIPTION
 BE0381
 BE0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BE0381'1.9 MI S FROM ALTHA.
 BE0381'1.9 MILES SOUTH ALONG THE MARIANNA AND BLOUNTSTOWN RAILROAD
 BE0381'FROM THE SCHOOLHOUSE AT ALTHA, AT A PRIVATE ROAD CROSSING,
 BE0381'75 YARDS WEST OF A FARMHOUSE 59 FT. EAST OF THE CENTER LINE
 BE0381'OF STATE HIGHWAY 71, 20.5 FT. EAST OF A FENCE, 46 FT. SOUTHWEST
 BE0381'OF A SWITCH STAND, 20.6 FT. WEST OF THE WEST RAIL, SET IN THE
 BE0381'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND.
 BE0381
 BE0381                          STATION RECOVERY (1980)
 BE0381
 BE0381'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 BE0381'RECOVERED IN GOOD CONDITION.
 BE0381
 BE0381                          STATION RECOVERY (1996)
 BE0381
 BE0381'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE0381'RECOVERED IN GOOD CONDITION.
 BE0381
 BE0381                          STATION RECOVERY (2002)
 BE0381
 BE0381'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE0381'RAILROAD HAS BEEN REMOVED. MARK IS SCARRED AND LOCATED 1 FOOT N OF THE
 BE0381'NORTHEASTERN MOST GATE POST OF GATE ACROSS DIRT ROAD TO FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA5353 ***********************************************************************
 AA5353  DESIGNATION -  B 440
 AA5353  PID         -  AA5353
 AA5353  STATE/COUNTY-  FL/MIAMI-DADE
 AA5353  USGS QUAD   -  HIALEAH (1994)
 AA5353
 AA5353                         *CURRENT SURVEY CONTROL
 AA5353  ___________________________________________________________________
 AA5353* NAD 83(1986)-  25 48 32.     (N)    080 19 16.     (W)     SCALED    
 AA5353* NAVD 88     -         3.444  (meters)      11.30   (feet)  ADJUSTED  
 AA5353  ___________________________________________________________________
 AA5353  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AA5353  DYNAMIC HT  -           3.439 (meters)      11.28  (feet)  COMP
 AA5353  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AA5353
 AA5353  VERT ORDER  -  FIRST     CLASS II
 AA5353
 AA5353.The horizontal coordinates were scaled from a topographic map and have
 AA5353.an estimated accuracy of +/- 6 seconds.
 AA5353
 AA5353.The orthometric height was determined by differential leveling
 AA5353.and adjusted by the National Geodetic Survey in April 2001..
 AA5353
 AA5353.The geoid height was determined by GEOID03.
 AA5353
 AA5353.The dynamic height is computed by dividing the NAVD 88
 AA5353.geopotential number by the normal gravity value computed on the
 AA5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5353.degrees latitude (g = 980.6199 gals.).
 AA5353
 AA5353.The modeled gravity was interpolated from observed gravity values.
 AA5353
 AA5353;                    North         East    Units  Estimated Accuracy
 AA5353;SPC FL E     -   163,620.      268,080.      MT  (+/- 180 meters Scaled)
 AA5353
 AA5353                          SUPERSEDED SURVEY CONTROL
 AA5353
 AA5353.No superseded survey control is available for this station.
 AA5353
 AA5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ680546(NAD 83)
 AA5353_MARKER: DV = VERTICAL CONTROL DISK
 AA5353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA5353_SP_SET: BRIDGE PILLAR
 AA5353_STAMPING: B 440 1995
 AA5353_MARK LOGO: NGS   
 AA5353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5353+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA5353
 AA5353  HISTORY     - Date     Condition        Report By
 AA5353  HISTORY     - 1995     MONUMENTED       NGS
 AA5353
 AA5353                          STATION DESCRIPTION
 AA5353
 AA5353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5353'THE MARK IS ON THE WEST SIDE OF MIAMI AT THE INTERSECTION OF STATE
 AA5353'ROUTE 826 (PALMETTO EXPRESSWAY) AND NW 36TH STREET IN SECTION 26,
 AA5353'TOWNSHIP 53 SOUTH, RANGE 40 EAST. THE MARK IS AT THE INTERSECTION OF
 AA5353'STATE ROUTE 826 (PALMETTO EXPRESSWAY) AND NW 36TH STREET ON THE SOUTH
 AA5353'SIDE OF NW 36TH STREET AND SET VERTICALLY IN THE EAST SIDE OF THE MOST
 AA5353'SOUTHEAST PILLAR OF 12 PILLARS UNDER STATE ROUTE 826 (PALMETTO
 AA5353'EXPRESSWAY) 5.0 FT (1.5 M) ABOVE THE LEVEL OF THE GROUND. LOCATED 11.8
 AA5353'FT (3.6 M) WEST OF A LIGHT POLE AND 3.2 FT (1.0 M) SOUTH OF THE
 AA5353'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9602 ***********************************************************************
 AC9602  DESIGNATION -  B 441
 AC9602  PID         -  AC9602
 AC9602  STATE/COUNTY-  FL/CLAY
 AC9602  USGS QUAD   -  MIDDLEBURG (1993)
 AC9602
 AC9602                         *CURRENT SURVEY CONTROL
 AC9602  ___________________________________________________________________
 AC9602* NAD 83(1986)-  30 06 15.     (N)    081 48 12.     (W)     SCALED    
 AC9602* NAVD 88     -         2.913  (meters)       9.56   (feet)  ADJUSTED  
 AC9602  ___________________________________________________________________
 AC9602  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AC9602  DYNAMIC HT  -           2.909 (meters)       9.54  (feet)  COMP
 AC9602  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 AC9602
 AC9602  VERT ORDER  -  SECOND    CLASS I
 AC9602
 AC9602.The horizontal coordinates were scaled from a topographic map and have
 AC9602.an estimated accuracy of +/- 6 seconds.
 AC9602
 AC9602.The orthometric height was determined by differential leveling
 AC9602.and adjusted by the National Geodetic Survey in September 1997..
 AC9602
 AC9602.The geoid height was determined by GEOID03.
 AC9602
 AC9602.The dynamic height is computed by dividing the NAVD 88
 AC9602.geopotential number by the normal gravity value computed on the
 AC9602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9602.degrees latitude (g = 980.6199 gals.).
 AC9602
 AC9602.The modeled gravity was interpolated from observed gravity values.
 AC9602
 AC9602;                    North         East    Units  Estimated Accuracy
 AC9602;SPC FL E     -   639,690.      122,570.      MT  (+/- 180 meters Scaled)
 AC9602
 AC9602                          SUPERSEDED SURVEY CONTROL
 AC9602
 AC9602.No superseded survey control is available for this station.
 AC9602
 AC9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP226306(NAD 83)
 AC9602_MARKER: DD = SURVEY DISK
 AC9602_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC9602_SP_SET: BRIDGE CURB
 AC9602_STAMPING: B 441 1995
 AC9602_MARK LOGO: FLDT  
 AC9602_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9602+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1995
 AC9602
 AC9602  HISTORY     - Date     Condition        Report By
 AC9602  HISTORY     - 1995     MONUMENTED       FLDT
 AC9602  HISTORY     - 19950703 GOOD             FLDEP
 AC9602
 AC9602                          STATION DESCRIPTION
 AC9602
 AC9602'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AC9602'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTHWEST OF GREEN COVE SPRINGS,
 AC9602'10.0 MI (16.1 KM) SOUTHEAST OF ORANGE PARK IN SECTION 33, TOWNSHIP 4
 AC9602'SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE INTERSTATE 295
 AC9602'OVERPASS AND U.S. HIGHWAY 17 (ROOSEVELT BLVD) IN ORANGE PARK, GO SOUTH
 AC9602'ON U.S. HIGHWAY 17 (ROOSEVELT BLVD) FOR 6.25 MI (10.06 KM) TO THE
 AC9602'JUNCTION OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AC9602'220 AND GO WEST FOR 6.0 MI (9.7 KM) TO THE SOUTHWEST END OF THE BRIDGE
 AC9602'OVER LITTIE BLACK CREEK AND THE MARK ON THE LEFT SET IN THE CURB AT
 AC9602'THE SOUTHWEST END OF THE BRIDGE AND ABOUT LEVEL WITH THE CENTERLINE OF
 AC9602'THE COUNTY ROAD 220, 64.5 FT (19.7 M) SOUTHEAST OF A POWER POLE WITH 2
 AC9602'GUY WIRES, 14.0 FT (4.3 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 AC9602'220, 10.0 FT (3.0 M) SOUTHEAST OF A METAL GUARDRAIL AND 6.4 FT (2.0 M)
 AC9602'NORTHEAST OF A CARSONITE WITNESS POST. NOTE DISK WAS STAMPED B 441
 AC9602'1995 BY FLDEP CREW ON THIS 07-03-1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9042 ***********************************************************************
 AC9042  DESIGNATION -  B 442
 AC9042  PID         -  AC9042
 AC9042  STATE/COUNTY-  FL/PUTNAM
 AC9042  USGS QUAD   -  PALATKA (1992)
 AC9042
 AC9042                         *CURRENT SURVEY CONTROL
 AC9042  ___________________________________________________________________
 AC9042* NAD 83(1986)-  29 43 13.     (N)    081 39 19.     (W)     SCALED    
 AC9042* NAVD 88     -         7.602  (meters)      24.94   (feet)  ADJUSTED  
 AC9042  ___________________________________________________________________
 AC9042  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AC9042  DYNAMIC HT  -           7.592 (meters)      24.91  (feet)  COMP
 AC9042  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 AC9042
 AC9042  VERT ORDER  -  FIRST     CLASS II
 AC9042
 AC9042.The horizontal coordinates were scaled from a topographic map and have
 AC9042.an estimated accuracy of +/- 6 seconds.
 AC9042
 AC9042.The orthometric height was determined by differential leveling
 AC9042.and adjusted by the National Geodetic Survey in September 1997..
 AC9042
 AC9042.The geoid height was determined by GEOID03.
 AC9042
 AC9042.The dynamic height is computed by dividing the NAVD 88
 AC9042.geopotential number by the normal gravity value computed on the
 AC9042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9042.degrees latitude (g = 980.6199 gals.).
 AC9042
 AC9042.The modeled gravity was interpolated from observed gravity values.
 AC9042
 AC9042;                    North         East    Units  Estimated Accuracy
 AC9042;SPC FL E     -   597,040.      136,600.      MT  (+/- 180 meters Scaled)
 AC9042
 AC9042                          SUPERSEDED SURVEY CONTROL
 AC9042
 AC9042.No superseded survey control is available for this station.
 AC9042
 AC9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN366879(NAD 83)
 AC9042_MARKER: I = METAL ROD
 AC9042_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9042_STAMPING: B 422 1996
 AC9042_MARK LOGO: NGS   
 AC9042_PROJECTION: RECESSED 15 CENTIMETERS
 AC9042_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9042+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9042_ROD/PIPE-DEPTH:  6.3 meters
 AC9042
 AC9042  HISTORY     - Date     Condition        Report By
 AC9042  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9042
 AC9042                          STATION DESCRIPTION
 AC9042
 AC9042'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9042'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF BOSTWICK IN SECTION 13,
 AC9042'TOWNSHIP 9 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 AC9042'OF U.S. HIGHWAY 17 AND COUNTY ROAD 209 (EAST) PALMETTO BLUFF ROAD IN
 AC9042'BOSTWICK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.95 MI (3.14 KM) TO THE
 AC9042'PAVED ENTRANCE TO THE SEMINOLE ELECTRIC POWER PLANT ON THE LEFT,
 AC9042'CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 2.0 MI (3.2 KM) TO THE MARK ON
 AC9042'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.8
 AC9042'FT (6.3 M) WITH LOGO CAP RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 AC9042'THE GROUND, DATUM POINT IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 AC9042'THE LOGO CAP AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF U.S.
 AC9042'HIGHWAY 17 SOUTHBOUND LANES, 189.2 FT (57.7 M) SOUTHWEST OF THE
 AC9042'APPROXIMATE CENTERLINE OF A PRIVATE DIRT DRIVEWAY TO PAGE RT 6 BOX
 AC9042'5360, 63.2 FT (19.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S.
 AC9042'HIGHWAY 17 SOUTHBOUND LANES, 18.1 FT (5.5 M) NORTHWEST OF THE
 AC9042'APPROXIMATE CENTERLINE OF A CULVERT AND 3.2 FT (1.0 M) SOUTHEAST OF A
 AC9042'CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGHA
 AC9042'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9707 ***********************************************************************
 AC9707  DESIGNATION -  B 443
 AC9707  PID         -  AC9707
 AC9707  STATE/COUNTY-  FL/CLAY
 AC9707  USGS QUAD   -  PENNEY FARMS (1993)
 AC9707
 AC9707                         *CURRENT SURVEY CONTROL
 AC9707  ___________________________________________________________________
 AC9707* NAD 83(1986)-  29 58 59.     (N)    081 47 22.     (W)     SCALED    
 AC9707* NAVD 88     -        26.987  (meters)      88.54   (feet)  ADJUSTED  
 AC9707  ___________________________________________________________________
 AC9707  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AC9707  DYNAMIC HT  -          26.952 (meters)      88.42  (feet)  COMP
 AC9707  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 AC9707
 AC9707  VERT ORDER  -  SECOND    CLASS I
 AC9707
 AC9707.The horizontal coordinates were scaled from a topographic map and have
 AC9707.an estimated accuracy of +/- 6 seconds.
 AC9707
 AC9707.The orthometric height was determined by differential leveling
 AC9707.and adjusted by the National Geodetic Survey in September 1997..
 AC9707
 AC9707.The geoid height was determined by GEOID03.
 AC9707
 AC9707.The dynamic height is computed by dividing the NAVD 88
 AC9707.geopotential number by the normal gravity value computed on the
 AC9707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9707.degrees latitude (g = 980.6199 gals.).
 AC9707
 AC9707.The modeled gravity was interpolated from observed gravity values.
 AC9707
 AC9707;                    North         East    Units  Estimated Accuracy
 AC9707;SPC FL E     -   626,250.      123,820.      MT  (+/- 180 meters Scaled)
 AC9707
 AC9707                          SUPERSEDED SURVEY CONTROL
 AC9707
 AC9707.No superseded survey control is available for this station.
 AC9707
 AC9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP238171(NAD 83)
 AC9707_MARKER: DV = VERTICAL CONTROL DISK
 AC9707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9707_STAMPING: B 443 1996
 AC9707_MARK LOGO: NGS   
 AC9707_PROJECTION: FLUSH
 AC9707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9707+STABILITY: SURFACE MOTION
 AC9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9707+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AC9707
 AC9707  HISTORY     - Date     Condition        Report By
 AC9707  HISTORY     - 1995     MONUMENTED       FLDEP
 AC9707  HISTORY     - 20030820 GOOD             FLDEP
 AC9707
 AC9707                          STATION DESCRIPTION
 AC9707
 AC9707'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AC9707'THE MARK IS IN PENNY FARMS, 8.0 MI (12.9 KM) WEST OF GREEN COVE
 AC9707'SPRING, 5.5 MI (8.9 KM) SOUTHEAST OF MIDDLEBURG ON STATE ROAD 16 IN
 AC9707'SECTION 15, TOWNSHIP 6 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM
 AC9707'THE POST OFFICE ON LEWIS AVENUE IN PENNY FARMS, GO NORTH ON LEWIS
 AC9707'AVENUE FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF STATE ROAD 16, TURN
 AC9707'RIGHT ON STATE ROAD 16 AND GO EAST FOR 1.2 MI (1.9 KM) AND THE MARK ON
 AC9707'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AC9707'GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL OF STATE ROAD 16. LOCATED
 AC9707'95.3 FT (29.0 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIRT
 AC9707'DRIVEWAY, 44.8 FT (13.7 M) WEST OF AN 18-INCH MAGNOLIA TREE, 28.5 FT
 AC9707'(8.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 16, 19.0 FT
 AC9707'(5.8 M) NORTH OF THE NORTHEAST CORNER OF A WOODEN FENCE, 1.7 FT (0.5
 AC9707'M) NORTH OF POWER POLE NUMBER 3-2960-8887-0-6 WITH ONE GUY WIRE AND
 AC9707'1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 AC9707
 AC9707                          STATION RECOVERY (2003)
 AC9707
 AC9707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9707'RECOVERED IN GOOD CONDITION, THE MARK IS 1.2 FT WEST OF A CARSONITE
 AC9707'WITNESS POST, NOT 1.6  FT NORTH OF A CARSONITE WITNESS POST, NOTE  A
 AC9707'MAGNET WAS IMBEDDED IN THE GROUND ON  THE SOUTH SIDE OF THE MONUMENT.
 AC9707' 
 AC9707'MARK NOT LEVELED TO FOR TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9770 ***********************************************************************
 AC9770  DESIGNATION -  B 444
 AC9770  PID         -  AC9770
 AC9770  STATE/COUNTY-  FL/PUTNAM
 AC9770  USGS QUAD   -  BAYWOOD (1993)
 AC9770
 AC9770                         *CURRENT SURVEY CONTROL
 AC9770  ___________________________________________________________________
 AC9770* NAD 83(1986)-  29 42 31.     (N)    081 47 14.     (W)     SCALED    
 AC9770* NAVD 88     -        21.920  (meters)      71.92   (feet)  ADJUSTED  
 AC9770  ___________________________________________________________________
 AC9770  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AC9770  DYNAMIC HT  -          21.891 (meters)      71.82  (feet)  COMP
 AC9770  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 AC9770
 AC9770  VERT ORDER  -  SECOND    CLASS I
 AC9770
 AC9770.The horizontal coordinates were scaled from a topographic map and have
 AC9770.an estimated accuracy of +/- 6 seconds.
 AC9770
 AC9770.The orthometric height was determined by differential leveling
 AC9770.and adjusted by the National Geodetic Survey in September 1997..
 AC9770
 AC9770.The geoid height was determined by GEOID03.
 AC9770
 AC9770.The dynamic height is computed by dividing the NAVD 88
 AC9770.geopotential number by the normal gravity value computed on the
 AC9770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9770.degrees latitude (g = 980.6199 gals.).
 AC9770
 AC9770.The modeled gravity was interpolated from observed gravity values.
 AC9770
 AC9770;                    North         East    Units  Estimated Accuracy
 AC9770;SPC FL E     -   595,830.      123,830.      MT  (+/- 180 meters Scaled)
 AC9770
 AC9770                          SUPERSEDED SURVEY CONTROL
 AC9770
 AC9770.No superseded survey control is available for this station.
 AC9770
 AC9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN238867(NAD 83)
 AC9770_MARKER: F = FLANGE-ENCASED ROD
 AC9770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9770_STAMPING: B 444 1996
 AC9770_MARK LOGO: NGS   
 AC9770_PROJECTION: FLUSH
 AC9770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9770+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AC9770_ROD/PIPE-DEPTH: 24.4 meters
 AC9770
 AC9770  HISTORY     - Date     Condition        Report By
 AC9770  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9770  HISTORY     - 20030821 GOOD             FLDEP
 AC9770
 AC9770                          STATION DESCRIPTION
 AC9770
 AC9770'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9770'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTHWEST OF PALATKA IN SECTION 15,
 AC9770'TOWNSHIP 9 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM CITY HALL ON
 AC9770'U.S. HIGHWAY 17 (REID STREET) IN PALATKA, GO WEST ON U.S. HIGHWAY 17
 AC9770'FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE ROAD 100 ON THE LEFT,
 AC9770'TURN LEFT ON STATE ROAD 100 AND CONTINUE WEST FOR 0.8 MI (1.3 KM) TO
 AC9770'THE INTERSECTION OF STATE ROAD 19, CONTINUE NORTHWEST ON STATE ROAD
 AC9770'100 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF COUNTY ROAD 309C ON THE
 AC9770'LEFT, CONTINUE NORTHWEST ON STATE ROAD 100 FOR 4.25 MI (6.84 KM) TO A
 AC9770'HIGH TENSION POWER LINE, CONTINUE NORTHWEST ON STATE ROAD 100 FOR 0.8
 AC9770'MI (1.3 KM) TO THE JUNCTION OF CARRAWAY CHURCH ROAD ON THE RIGHT,
 AC9770'WILSON STREET AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN
 AC9770'TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A LOGO CAP SET FLUSH
 AC9770'WITH THE GROUND, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) BELOW
 AC9770'THE LEVEL OF THE LOGO CAP AND ABOUT LEVEL WITH STATE ROAD 100. LOCATED
 AC9770'38.5 FT (11.7 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AC9770'100, 37.0 FT (11.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 AC9770'WILSON STREET, 16.8 FT (5.1 M) NORTH OF A POWER POLE WITH ONE
 AC9770'TRANSFORMER, 4.0 FT (1.2 M) EAST OF A FENCE CORNER AND 4.0 FT (1.2 M)
 AC9770'EAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD
 AC9770'THROUGH A 5-INCH LOGO CAP.
 AC9770
 AC9770                          STATION RECOVERY (2003)
 AC9770
 AC9770'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9623 ***********************************************************************
 AC9623  DESIGNATION -  B 445
 AC9623  PID         -  AC9623
 AC9623  STATE/COUNTY-  FL/CLAY
 AC9623  USGS QUAD   -  KEYSTONE HEIGHTS (1993)
 AC9623
 AC9623                         *CURRENT SURVEY CONTROL
 AC9623  ___________________________________________________________________
 AC9623* NAD 83(1986)-  29 52 28.     (N)    082 02 19.     (W)     SCALED    
 AC9623* NAVD 88     -        60.793  (meters)     199.45   (feet)  ADJUSTED  
 AC9623  ___________________________________________________________________
 AC9623  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AC9623  DYNAMIC HT  -          60.713 (meters)     199.19  (feet)  COMP
 AC9623  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 AC9623
 AC9623  VERT ORDER  -  SECOND    CLASS I
 AC9623
 AC9623.The horizontal coordinates were scaled from a topographic map and have
 AC9623.an estimated accuracy of +/- 6 seconds.
 AC9623
 AC9623.The orthometric height was determined by differential leveling
 AC9623.and adjusted by the National Geodetic Survey in September 1997..
 AC9623
 AC9623.The geoid height was determined by GEOID03.
 AC9623
 AC9623.The dynamic height is computed by dividing the NAVD 88
 AC9623.geopotential number by the normal gravity value computed on the
 AC9623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9623.degrees latitude (g = 980.6199 gals.).
 AC9623
 AC9623.The modeled gravity was interpolated from observed gravity values.
 AC9623
 AC9623;                    North         East    Units  Estimated Accuracy
 AC9623;SPC FL E     -   614,400.       99,670.      MT  (+/- 180 meters Scaled)
 AC9623
 AC9623                          SUPERSEDED SURVEY CONTROL
 AC9623
 AC9623.No superseded survey control is available for this station.
 AC9623
 AC9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP997053(NAD 83)
 AC9623_MARKER: DV = VERTICAL CONTROL DISK
 AC9623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9623_STAMPING: B 445 1996
 AC9623_MARK LOGO: NGS   
 AC9623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9623+STABILITY: SURFACE MOTION
 AC9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9623+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9623
 AC9623  HISTORY     - Date     Condition        Report By
 AC9623  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9623
 AC9623                          STATION DESCRIPTION
 AC9623
 AC9623'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9623'THE MARK IS ABOUT 16.0 MI (25.7 KM) SOUTH-SOUTHWEST OF MIDDLEBURG, 5.5
 AC9623'MI (8.9 KM) NORTH OF KEYSTONE HEIGHTS ON TREAT ROAD IN THE CAMP
 AC9623'BLANDING MILITARY RESERVATION WILDLIFE MANAGEMENT AREA IN SECTION 19,
 AC9623'TOWNSHIP 7 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 AC9623'INTERSECTION OF STATE ROAD 100 (WEST WALKER DRIVE) AND STATE ROAD 21
 AC9623'(SOUTH LAWRENCE BOULEVARD) IN KEYSTONE HEIGHTS, GO NORTHEAST ON STATE
 AC9623'ROAD 21 (SOUTH LAWRENCE BOULEVARD) FOR 4.1 MI (6.6 KM) TO THE JUNCTION
 AC9623'OF GREBLE ROAD ON THE LEFT, TURN LEFT ON GREBLE ROAD AND GO NORTHWEST,
 AC9623'PASSING THROUGH A LOCKED GATE, FOR 2.9 MI (4.7 KM) TO THE T-JUNCTION
 AC9623'OF TREAT ROAD RUNNING NORTH-SOUTH, TURN RIGHT ON TREAT ROAD AND GO
 AC9623'NORTH FOR 2.25 MI (3.62 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF
 AC9623'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH TREAT
 AC9623'ROAD. LOCATED 80.2 FT (24.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AC9623'THE DIRT ROAD LEADING WEST, 62.3 FT (19.0 M) WEST OF THE CENTERLINE OF
 AC9623'TREAT ROAD, 44.4 FT (13.5 M) NORTHWEST OF POWER POLE NUMBER 893 AND
 AC9623'1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST. NOTE FOR KEY TO CAMP
 AC9623'BLANDING MILITARY RESERVATION WILDLIFE MANAGEMENT AREA CONTACT FFC
 AC9623'SERGEANT SHEFFIELD AT (904) 533-3352.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9652 ***********************************************************************
 AC9652  DESIGNATION -  B 446
 AC9652  PID         -  AC9652
 AC9652  STATE/COUNTY-  FL/ALACHUA
 AC9652  USGS QUAD   -  ORANGE HEIGHTS (1993)
 AC9652
 AC9652                         *CURRENT SURVEY CONTROL
 AC9652  ___________________________________________________________________
 AC9652* NAD 83(1986)-  29 40 32.     (N)    082 14 17.     (W)     SCALED    
 AC9652* NAVD 88     -        22.558  (meters)      74.01   (feet)  ADJUSTED  
 AC9652  ___________________________________________________________________
 AC9652  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AC9652  DYNAMIC HT  -          22.527 (meters)      73.91  (feet)  COMP
 AC9652  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AC9652
 AC9652  VERT ORDER  -  SECOND    CLASS I
 AC9652
 AC9652.The horizontal coordinates were scaled from a topographic map and have
 AC9652.an estimated accuracy of +/- 6 seconds.
 AC9652
 AC9652.The orthometric height was determined by differential leveling
 AC9652.and adjusted by the National Geodetic Survey in September 1997..
 AC9652
 AC9652.The geoid height was determined by GEOID03.
 AC9652
 AC9652.The dynamic height is computed by dividing the NAVD 88
 AC9652.geopotential number by the normal gravity value computed on the
 AC9652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9652.degrees latitude (g = 980.6199 gals.).
 AC9652
 AC9652.The modeled gravity was interpolated from observed gravity values.
 AC9652
 AC9652;                    North         East    Units  Estimated Accuracy
 AC9652;SPC FL N     -    77,060.      818,940.      MT  (+/- 180 meters Scaled)
 AC9652
 AC9652                          SUPERSEDED SURVEY CONTROL
 AC9652
 AC9652.No superseded survey control is available for this station.
 AC9652
 AC9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN802834(NAD 83)
 AC9652_MARKER: DV = VERTICAL CONTROL DISK
 AC9652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9652_STAMPING: B 446 1996
 AC9652_MARK LOGO: NGS   
 AC9652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9652+STABILITY: SURFACE MOTION
 AC9652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9652+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9652
 AC9652  HISTORY     - Date     Condition        Report By
 AC9652  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9652
 AC9652                          STATION DESCRIPTION
 AC9652
 AC9652'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9652'THE MARK IS ABOUT 7.05 MI (11.35 KM) EAST OF GAINESVILLE, 12.95 MI
 AC9652'(20.84 KM) WEST OF MELROSE AND 9.0 MI (14.5 KM) SOUTHWEST OF WALDO ON
 AC9652'STATE ROAD 26 IN SECTION 29, TOWNSHIP 9 SOUTH, RANGE 21 EAST. TO REACH
 AC9652'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (13TH STREET-DR.
 AC9652'MARTIN LUTHER JR.  HIGHWAY) AND STATE ROAD 26 (UNIVERSITY AVENUE) IN
 AC9652'GAINESVILLE, GO EAST ON STATE ROAD 26 (UNIVERSITY AVENUE) FOR 0.85 MI
 AC9652'(1.37 KM) TO THE INTERSECTION OF MAIN STREET, CONTINUE EAST ON STATE
 AC9652'ROAD 26 (UNIVERSITY AVENUE) FOR 1.05 MI (1.69 KM) TO THE Y-JUNCTION OF
 AC9652'STATE ROAD 20 ON THE RIGHT, BEAR LEFT AND CONTINUE EAST ON STATE ROAD
 AC9652'26 FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF NORTHEAST 27TH AVENUE ON THE
 AC9652'LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AC9652'MONUMENT FLUSH WITH THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF
 AC9652'STATE ROAD 26. LOCATED 118.0 FT (36.0 M) SOUTHWEST OF THE EXTENDED
 AC9652'CENTERLINE OF NORTHEAST 27TH AVENUE, 33.0 FT (10.1 M) SOUTHEAST OF THE
 AC9652'CENTERLINE OF STATE ROAD 26, 22.2 FT (6.8 M) NORTHEAST OF A 60-INCH
 AC9652'OAK TREE, 9.8 FT (3.0 M) SOUTHWEST OF THE NORTHEAST END OF A FENCE,
 AC9652'1.5 FT (0.5 M) NORTHWEST OF A CHAINLINK FENCE AND 1.4 FT (0.4 M)
 AC9652'NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9680 ***********************************************************************
 AC9680  DESIGNATION -  B 447
 AC9680  PID         -  AC9680
 AC9680  STATE/COUNTY-  FL/ALACHUA
 AC9680  USGS QUAD   -  CITRA (1984)
 AC9680
 AC9680                         *CURRENT SURVEY CONTROL
 AC9680  ___________________________________________________________________
 AC9680* NAD 83(1986)-  29 27 13.     (N)    082 06 34.     (W)     SCALED    
 AC9680* NAVD 88     -        23.092  (meters)      75.76   (feet)  ADJUSTED  
 AC9680  ___________________________________________________________________
 AC9680  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AC9680  DYNAMIC HT  -          23.061 (meters)      75.66  (feet)  COMP
 AC9680  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AC9680
 AC9680  VERT ORDER  -  SECOND    CLASS I
 AC9680
 AC9680.The horizontal coordinates were scaled from a topographic map and have
 AC9680.an estimated accuracy of +/- 6 seconds.
 AC9680
 AC9680.The orthometric height was determined by differential leveling
 AC9680.and adjusted by the National Geodetic Survey in September 1997..
 AC9680
 AC9680.The geoid height was determined by GEOID03.
 AC9680
 AC9680.The dynamic height is computed by dividing the NAVD 88
 AC9680.geopotential number by the normal gravity value computed on the
 AC9680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9680.degrees latitude (g = 980.6199 gals.).
 AC9680
 AC9680.The modeled gravity was interpolated from observed gravity values.
 AC9680
 AC9680;                    North         East    Units  Estimated Accuracy
 AC9680;SPC FL N     -    52,710.      831,900.      MT  (+/- 180 meters Scaled)
 AC9680
 AC9680                          SUPERSEDED SURVEY CONTROL
 AC9680
 AC9680.No superseded survey control is available for this station.
 AC9680
 AC9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN924587(NAD 83)
 AC9680_MARKER: DV = VERTICAL CONTROL DISK
 AC9680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9680_STAMPING: B 447 1996
 AC9680_MARK LOGO: NGS   
 AC9680_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9680+STABILITY: SURFACE MOTION
 AC9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9680+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AC9680
 AC9680  HISTORY     - Date     Condition        Report By
 AC9680  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9680  HISTORY     - 19980601 GOOD             FLDEP
 AC9680
 AC9680                          STATION DESCRIPTION
 AC9680
 AC9680'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9680'THE MARK IS ABOUT 19.9 MI (32.0 KM) NORTH OF OCALA, 3.75 MI (6.03 KM)
 AC9680'SOUTH OF LOCHLOOSA ON U.S. HIGHWAY 301 (STATE ROAD 200) IN SECTION 16,
 AC9680'TOWNSHIP 12 SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE POST
 AC9680'OFFICE IN CITRA, GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO
 AC9680'THE INTERSECTION OF U.S. HIGHWAY 301 AND (STATE ROAD 200), TURN RIGHT
 AC9680'ON U.S. HIGHWAY 301 (STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10
 AC9680'KM) TO THE JUNCTION OF COUNTY ROAD 325 ON THE LEFT, CONTINUE NORTH ON
 AC9680'U.S. HIGHWAY 301 (STATE ROAD 200) FOR ABOUT 0.05 MI (0.08 KM) TO THE
 AC9680'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AC9680'WITH THE GROUND. LOCATED 251.5 FT (76.7 M) NORTH OF THE APPROXIMATE
 AC9680'CENTERLINE OF COUNTY ROAD 325 SOUTH, 60.5 FT (18.4 M) WEST OF THE
 AC9680'APPROXIMATE CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 301 AND
 AC9680'(STATE ROAD 200), 22.0 FT (6.7 M) SOUTHWEST OF THE NORTH 18-INCH
 AC9680'CONCRETE CULVERT, 21.0 FT (6.4 M) NORTHWEST OF THE SOUTH 18-INCH
 AC9680'CONCRETE CULVERT, 1.2 FT (0.4 M) EAST OF THE EAST END OF A 5.0 FT (1.5
 AC9680'M) TALL CHAINLINK FENCE POST AND 1.1 FT (0.3 M) EAST OF A CARSONITE
 AC9680'WITNESS POST.
 AC9680
 AC9680                          STATION RECOVERY (1998)
 AC9680
 AC9680'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (JLM)
 AC9680'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9745 ***********************************************************************
 AC9745  DESIGNATION -  B 449
 AC9745  PID         -  AC9745
 AC9745  STATE/COUNTY-  FL/CLAY
 AC9745  USGS QUAD   -  BOSTWICK (1991)
 AC9745
 AC9745                         *CURRENT SURVEY CONTROL
 AC9745  ___________________________________________________________________
 AC9745* NAD 83(1986)-  29 51 12.     (N)    081 39 44.     (W)     SCALED    
 AC9745* NAVD 88     -        23.136  (meters)      75.91   (feet)  ADJUSTED  
 AC9745  ___________________________________________________________________
 AC9745  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AC9745  DYNAMIC HT  -          23.105 (meters)      75.80  (feet)  COMP
 AC9745  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 AC9745
 AC9745  VERT ORDER  -  SECOND    CLASS I
 AC9745
 AC9745.The horizontal coordinates were scaled from a topographic map and have
 AC9745.an estimated accuracy of +/- 6 seconds.
 AC9745
 AC9745.The orthometric height was determined by differential leveling
 AC9745.and adjusted by the National Geodetic Survey in September 1997..
 AC9745
 AC9745.The geoid height was determined by GEOID03.
 AC9745
 AC9745.The dynamic height is computed by dividing the NAVD 88
 AC9745.geopotential number by the normal gravity value computed on the
 AC9745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9745.degrees latitude (g = 980.6199 gals.).
 AC9745
 AC9745.The modeled gravity was interpolated from observed gravity values.
 AC9745
 AC9745;                    North         East    Units  Estimated Accuracy
 AC9745;SPC FL E     -   611,790.      136,010.      MT  (+/- 180 meters Scaled)
 AC9745
 AC9745                          SUPERSEDED SURVEY CONTROL
 AC9745
 AC9745.No superseded survey control is available for this station.
 AC9745
 AC9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP360027(NAD 83)
 AC9745_MARKER: DV = VERTICAL CONTROL DISK
 AC9745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9745_STAMPING: B 449 1996
 AC9745_MARK LOGO: NGS   
 AC9745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9745+STABILITY: SURFACE MOTION
 AC9745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9745+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9745
 AC9745  HISTORY     - Date     Condition        Report By
 AC9745  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9745
 AC9745                          STATION DESCRIPTION
 AC9745
 AC9745'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9745'THE MARK IS ABOUT 5.6 MI (9.0 KM) NORTH-NORTHWEST OF BOSTWICK IN
 AC9745'SECTION 36, TOWNSHIP 7 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 AC9745'THE JUNCTION OF COUNTY ROAD 209 EAST AND U.S. HIGHWAY 17 IN BOSTWICK,
 AC9745'GO NORTH ON U.S. HIGHWAY 17 FOR 5.75 MI (9.25 KM) TO THE JUNCTION OF
 AC9745'COUNTY ROAD 214 EAST (DECOY ROAD) ON THE RIGHT AND THE MARK ON THE
 AC9745'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT IN THE NORTHEAST
 AC9745'QUADRANT OF THE JUNCTION FLUSH THE GROUND AND ABOUT LEVEL WITH U.S.
 AC9745'HIGHWAY 17 NORTHBOUND LANES. LOCATED 155.4 FT (47.4 M) NORTH OF THE
 AC9745'APPROXIMATE CENTERLINE OF COUNTY ROAD 214 EAST (DECOY ROAD), 65.2 FT
 AC9745'(19.9 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17
 AC9745'NORTHBOUND LANES, 16.7 FT (5.1 M) EAST OF A POWER POLE WITH ONE
 AC9745'TRANSFORMER AND ONE GUY WIRE, 15.9 FT (4.8 M) WEST OF A POWER POLE
 AC9745'WITH ONE GUY WIRE AND A METAL WITNESS PLACQUE ATTACHED ABOUT 1.0 FT
 AC9745'(0.3 M) ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7188 ***********************************************************************
 AE7188  DESIGNATION -  B 45
 AE7188  PID         -  AE7188
 AE7188  STATE/COUNTY-  FL/BROWARD
 AE7188  USGS QUAD   -  COOPER CITY NE (1983)
 AE7188
 AE7188                         *CURRENT SURVEY CONTROL
 AE7188  ___________________________________________________________________
 AE7188* NAD 83(1986)-  26 13 35.     (N)    080 19 20.     (W)     SCALED    
 AE7188* NAVD 88     -         5.249  (meters)      17.22   (feet)  ADJUSTED  
 AE7188  ___________________________________________________________________
 AE7188  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AE7188  DYNAMIC HT  -           5.241 (meters)      17.19  (feet)  COMP
 AE7188  MODELED GRAV-     979,068.8   (mgal)                       NAVD 88
 AE7188
 AE7188  VERT ORDER  -  FIRST     CLASS II
 AE7188
 AE7188.The horizontal coordinates were scaled from a topographic map and have
 AE7188.an estimated accuracy of +/- 6 seconds.
 AE7188
 AE7188.The orthometric height was determined by differential leveling
 AE7188.and adjusted by the National Geodetic Survey in March 1998..
 AE7188
 AE7188.The geoid height was determined by GEOID03.
 AE7188
 AE7188.The dynamic height is computed by dividing the NAVD 88
 AE7188.geopotential number by the normal gravity value computed on the
 AE7188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7188.degrees latitude (g = 980.6199 gals.).
 AE7188
 AE7188.The modeled gravity was interpolated from observed gravity values.
 AE7188
 AE7188;                    North         East    Units  Estimated Accuracy
 AE7188;SPC FL E     -   209,870.      267,720.      MT  (+/- 180 meters Scaled)
 AE7188
 AE7188                          SUPERSEDED SURVEY CONTROL
 AE7188
 AE7188.No superseded survey control is available for this station.
 AE7188
 AE7188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK677009(NAD 83)
 AE7188_MARKER: DD = SURVEY DISK
 AE7188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7188_STAMPING: B 45 1971
 AE7188_MARK LOGO: SFLWMD
 AE7188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7188+STABILITY: SURFACE MOTION
 AE7188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7188+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1997
 AE7188
 AE7188  HISTORY     - Date     Condition        Report By
 AE7188  HISTORY     - 1971     MONUMENTED       SFLWMD
 AE7188  HISTORY     - 19970822 GOOD             FLDEP
 AE7188
 AE7188                          STATION DESCRIPTION
 AE7188
 AE7188'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7188'THE MARK IS ABOUT 39.2 MI (63.1 KM) SOUTHEAST OF SOUTH BAY, 7.2 MI
 AE7188'(11.6 KM) NORTHWEST OF ANDYTOWN ON LEVEE 35B, IN THE EVERGLADES
 AE7188'WILDLIFE MANAGEMENT CONSERVATION AREA NUMBER 2, IN ESTIMATED SECTION
 AE7188'35, TOWNSHIP 48 SOUTH, RANGE 40 EAST. TO REACH THE MARK FROM THE
 AE7188'JUNCTION OF INTERSTATE HIGHWAY 75 EASTBOUND LANES OVERPASS (ALLIGATOR
 AE7188'ALLEY, STATE ROAD 84) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO NORTHERLY ON
 AE7188'U.S.  HIGHWAY 27 FOR 2.25 MI (3.62 KM) TO THE JUNCTION OF A PAVED ROAD
 AE7188'ON THE RIGHT (ENTRANCE TO SAWGRASS RECREATION PARK) , TURN RIGHT ON
 AE7188'THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.08 KM) CROSSING OVER A ONE
 AE7188'WAY BRIDGE TO A Y-JUNCTION, BEAR LEFT AND GO NORTHEAST (PASSING
 AE7188'THROUGH SAWGRASS RECREATION PARK) FOR 0.15 MI (0.24 KM) TO A LOCKED
 AE7188'STEEL GATE AND A LEVEE ROAD, CONTINUE NORTHEAST ON THE LEVEE ROAD FOR
 AE7188'9.1 MI (14.6 KM) TO A TURNOUT ON THE RIGHT AND THE MARK ON THE RIGHT,
 AE7188'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM)
 AE7188'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE LEVEE ROAD. LOCATED
 AE7188'13.0 FT (4.0 M) NORTH OF A SFWMD METAL WITNESS POST AND 10.3 FT (3.1
 AE7188'M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD. NOTE FOR KEY
 AE7188'CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT (561) 686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9834 ***********************************************************************
 AC9834  DESIGNATION -  B 450
 AC9834  PID         -  AC9834
 AC9834  STATE/COUNTY-  FL/PUTNAM
 AC9834  USGS QUAD   -  WELAKA (1994)
 AC9834
 AC9834                         *CURRENT SURVEY CONTROL
 AC9834  ___________________________________________________________________
 AC9834* NAD 83(1986)-  29 26 41.     (N)    081 44 16.     (W)     SCALED    
 AC9834* NAVD 88     -         8.978  (meters)      29.46   (feet)  ADJUSTED  
 AC9834  ___________________________________________________________________
 AC9834  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AC9834  DYNAMIC HT  -           8.966 (meters)      29.42  (feet)  COMP
 AC9834  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 AC9834
 AC9834  VERT ORDER  -  SECOND    CLASS I
 AC9834
 AC9834.The horizontal coordinates were scaled from a topographic map and have
 AC9834.an estimated accuracy of +/- 6 seconds.
 AC9834
 AC9834.The orthometric height was determined by differential leveling
 AC9834.and adjusted by the National Geodetic Survey in September 1997..
 AC9834
 AC9834.Photographs are available for this station.
 AC9834
 AC9834.The geoid height was determined by GEOID03.
 AC9834
 AC9834.The dynamic height is computed by dividing the NAVD 88
 AC9834.geopotential number by the normal gravity value computed on the
 AC9834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9834.degrees latitude (g = 980.6199 gals.).
 AC9834
 AC9834.The modeled gravity was interpolated from observed gravity values.
 AC9834
 AC9834;                    North         East    Units  Estimated Accuracy
 AC9834;SPC FL E     -   566,550.      128,430.      MT  (+/- 180 meters Scaled)
 AC9834
 AC9834                          SUPERSEDED SURVEY CONTROL
 AC9834
 AC9834.No superseded survey control is available for this station.
 AC9834
 AC9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN284574(NAD 83)
 AC9834_MARKER: DV = VERTICAL CONTROL DISK
 AC9834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9834_STAMPING: B 450 1996
 AC9834_MARK LOGO: NGS   
 AC9834_PROJECTION: FLUSH
 AC9834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9834+STABILITY: SURFACE MOTION
 AC9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9834+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9834
 AC9834  HISTORY     - Date     Condition        Report By
 AC9834  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9834  HISTORY     - 20040721 GOOD             FLDEP
 AC9834
 AC9834                          STATION DESCRIPTION
 AC9834
 AC9834'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9834'THE MARK IS ABOUT 16.5 MI (26.6 KM) SOUTHWEST OF PALATKA, 6.2 MI (10.0
 AC9834'KM) NORTH OF SALT SPRINGS IN SECTION 18, TOWNSHIP 12 SOUTH, RANGE 26
 AC9834'EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY
 AC9834'17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AC9834'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AC9834'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORTHWEST FOR
 AC9834'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AC9834'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 10.85 MI (17.46 KM) TO THE
 AC9834'SOUTH END OF THE CROSS FLORIDA BARGE CANAL BRIDGE, CONTINUE SOUTH ON
 AC9834'STATE ROAD 19 FOR 3.8 MI (6.1 KM) TO THE BRIDGE OVER THE OKLAWAHA
 AC9834'RIVER, CONTINUE SOUTH ON STATE ROAD 19 FOR 2.25 MI (3.62 KM) TO THE
 AC9834'JUNCTION OF A DIM TRACK ROAD LEADING WEST AND THE MARK ON THE RIGHT,
 AC9834'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 AC9834'ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 100.1
 AC9834'FT (30.5 M) SOUTH OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE DIM
 AC9834'TRACK ROAD, 50.3 FT (15.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AC9834'STATE ROAD 19 AND 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 AC9834
 AC9834                          STATION RECOVERY (2004)
 AC9834
 AC9834'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9834'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9393 ***********************************************************************
 AC9393  DESIGNATION -  B 451
 AC9393  PID         -  AC9393
 AC9393  STATE/COUNTY-  FL/PUTNAM
 AC9393  USGS QUAD   -  KEUKA (1993)
 AC9393
 AC9393                         *CURRENT SURVEY CONTROL
 AC9393  ___________________________________________________________________
 AC9393* NAD 83(1986)-  29 33 05.     (N)    081 52 31.     (W)     SCALED    
 AC9393* NAVD 88     -        17.621  (meters)      57.81   (feet)  ADJUSTED  
 AC9393  ___________________________________________________________________
 AC9393  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AC9393  DYNAMIC HT  -          17.597 (meters)      57.73  (feet)  COMP
 AC9393  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 AC9393
 AC9393  VERT ORDER  -  SECOND    CLASS I
 AC9393
 AC9393.The horizontal coordinates were scaled from a topographic map and have
 AC9393.an estimated accuracy of +/- 6 seconds.
 AC9393
 AC9393.The orthometric height was determined by differential leveling
 AC9393.and adjusted by the National Geodetic Survey in September 1997..
 AC9393
 AC9393.The geoid height was determined by GEOID03.
 AC9393
 AC9393.The dynamic height is computed by dividing the NAVD 88
 AC9393.geopotential number by the normal gravity value computed on the
 AC9393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9393.degrees latitude (g = 980.6199 gals.).
 AC9393
 AC9393.The modeled gravity was interpolated from observed gravity values.
 AC9393
 AC9393;                    North         East    Units  Estimated Accuracy
 AC9393;SPC FL E     -   578,460.      115,170.      MT  (+/- 180 meters Scaled)
 AC9393
 AC9393                          SUPERSEDED SURVEY CONTROL
 AC9393
 AC9393.No superseded survey control is available for this station.
 AC9393
 AC9393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN152693(NAD 83)
 AC9393_MARKER: DV = VERTICAL CONTROL DISK
 AC9393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9393_STAMPING: B 451 1996
 AC9393_MARK LOGO: NGS   
 AC9393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9393+STABILITY: SURFACE MOTION
 AC9393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9393+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9393
 AC9393  HISTORY     - Date     Condition        Report By
 AC9393  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9393
 AC9393                          STATION DESCRIPTION
 AC9393
 AC9393'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9393'THE MARK IS ABOUT 17.9 MI (28.8 KM) SOUTH OF PALATKA, 17.5 MI (28.2
 AC9393'KM) NORTH OF SALT SPRINGS AT THE JUNCTION OF COUNTY ROAD 310 AND
 AC9393'COUNTY ROAD 315 IN SECTION 11, TOWNSHIP 11 SOUTH, RANGE 24 EAST. TO
 AC9393'REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY 17 (REID
 AC9393'STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID STREET,
 AC9393'STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE ROAD 100
 AC9393'ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORTHWEST FOR 0.8 MI
 AC9393'(1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON STATE ROAD
 AC9393'19 AND GO SOUTH-SOUTHWEST FOR 10.25 MI (16.50 KM) TO THE Y-JUNCTION OF
 AC9393'COUNTY ROAD 310 ON THE RIGHT, BEAR RIGHT ON COUNTY ROAD 310 AND GO
 AC9393'SOUTHWEST THEN WEST FOR 7.55 MI (12.15 KM) TO THE JUNCTION OF COUNTY
 AC9393'ROAD 315 AND THE MARK ON THE LEFT, SET IN TOP OF A ROUND CONCRETE
 AC9393'MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF
 AC9393'COUNTY ROAD 310. LOCATED 158.0 FT (48.2 M) WEST-SOUTHWEST OF THE EAST
 AC9393'POINT OF THE TRIANGLE, 132.0 FT (40.2 M) NORTH-NORTHEAST OF THE SOUTH
 AC9393'POINT OF THE TRIANGLE, 59.6 FT (18.2 M) EAST OF THE CENTERLINE OF
 AC9393'COUNTY ROAD 315, 57.0 FT (17.4 M) SOUTH OF THE CENTERLINE OF COUNTY
 AC9393'ROAD 310, 53.0 FT (16.2 M) SOUTHEAST OF THE NORTHEAST POINT OF THE
 AC9393'TRIANGLE AND 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9783 ***********************************************************************
 AC9783  DESIGNATION -  B 452
 AC9783  PID         -  AC9783
 AC9783  STATE/COUNTY-  FL/PUTNAM
 AC9783  USGS QUAD   -  PUTNAM HALL (1993)
 AC9783
 AC9783                         *CURRENT SURVEY CONTROL
 AC9783  ___________________________________________________________________
 AC9783* NAD 83(1986)-  29 40 51.     (N)    081 53 55.     (W)     SCALED    
 AC9783* NAVD 88     -        33.004  (meters)     108.28   (feet)  ADJUSTED  
 AC9783  ___________________________________________________________________
 AC9783  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AC9783  DYNAMIC HT  -          32.960 (meters)     108.14  (feet)  COMP
 AC9783  MODELED GRAV-     979,296.7   (mgal)                       NAVD 88
 AC9783
 AC9783  VERT ORDER  -  SECOND    CLASS I
 AC9783
 AC9783.The horizontal coordinates were scaled from a topographic map and have
 AC9783.an estimated accuracy of +/- 6 seconds.
 AC9783
 AC9783.The orthometric height was determined by differential leveling
 AC9783.and adjusted by the National Geodetic Survey in September 1997..
 AC9783
 AC9783.The geoid height was determined by GEOID03.
 AC9783
 AC9783.The dynamic height is computed by dividing the NAVD 88
 AC9783.geopotential number by the normal gravity value computed on the
 AC9783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9783.degrees latitude (g = 980.6199 gals.).
 AC9783
 AC9783.The modeled gravity was interpolated from observed gravity values.
 AC9783
 AC9783;                    North         East    Units  Estimated Accuracy
 AC9783;SPC FL E     -   592,830.      113,020.      MT  (+/- 180 meters Scaled)
 AC9783
 AC9783                          SUPERSEDED SURVEY CONTROL
 AC9783
 AC9783.No superseded survey control is available for this station.
 AC9783
 AC9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN130837(NAD 83)
 AC9783_MARKER: DV = VERTICAL CONTROL DISK
 AC9783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9783_STAMPING: B 452 1996
 AC9783_MARK LOGO: NGS   
 AC9783_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9783+STABILITY: SURFACE MOTION
 AC9783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9783+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9783
 AC9783  HISTORY     - Date     Condition        Report By
 AC9783  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9783
 AC9783                          STATION DESCRIPTION
 AC9783
 AC9783'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9783'THE MARK IS ABOUT 3.7 MI (6.0 KM) NORTH OF INTERLACHEN, 3.1 MI (5.0
 AC9783'KM) SOUTH OF GRANDIN IN SECTION 27, TOWNSHIP 9 SOUTH, RANGE 24 EAST.
 AC9783'TO REACH THE MARK FROM THE POST OFFICE IN GRANDIN, GO SOUTH ON COUNTY
 AC9783'ROAD 315 FOR 3.2 MI (5.1 KM) TO THE JUNCTION OF BLUEGILL DRIVE ON THE
 AC9783'LEFT, TURN LEFT ON BLUEGILL DRIVE AND GO EAST FOR ABOUT 180.0 FT (54.9
 AC9783'M) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AC9783'MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 AC9783'LEVEL OF COUNTY ROAD 315.  THE MARK CAN ALSO BE REACHED FROM THE
 AC9783'INTERSECTION OF STATE ROAD 20 AND COUNTY ROAD 315 IN INTERLOCHEN, GO
 AC9783'NORTH ON COUNTY ROAD 315 FOR 4.0 MI (6.4 KM) TO THE JUNCTION OF
 AC9783'BLUEGILL DRIVE ON THE RIGHT, TURN RIGHT ON BLUEGILL DRIVE AND GO EAST
 AC9783'FOR ABOUT 180.0 FT (54.9 M) TO THE MARK ON THE RIGHT. LOCATED 181.4 FT
 AC9783'(55.3 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AC9783'315, 28.0 FT (8.5 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 AC9783'BLUEGILL DRIVE, 11.3 FT (3.4 M) WEST OF THE POWER POLE WITH A
 AC9783'TRANFORMER, ONE GUY WIRE AND WITNESS PLACQUE ATTACHED AND 1.6 FT (0.5
 AC9783'M) WEST OF THE SPEED LIMT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC9810 ***********************************************************************
 AC9810  DESIGNATION -  B 453
 AC9810  PID         -  AC9810
 AC9810  STATE/COUNTY-  FL/MARION
 AC9810  USGS QUAD   -  FORT MC COY (1993)
 AC9810
 AC9810                         *CURRENT SURVEY CONTROL
 AC9810  ___________________________________________________________________
 AC9810* NAD 83(1986)-  29 16 54.     (N)    081 58 54.     (W)     SCALED    
 AC9810* NAVD 88     -        20.594  (meters)      67.57   (feet)  ADJUSTED  
 AC9810  ___________________________________________________________________
 AC9810  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AC9810  DYNAMIC HT  -          20.565 (meters)      67.47  (feet)  COMP
 AC9810  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AC9810
 AC9810  VERT ORDER  -  SECOND    CLASS I
 AC9810
 AC9810.The horizontal coordinates were scaled from a topographic map and have
 AC9810.an estimated accuracy of +/- 6 seconds.
 AC9810
 AC9810.The orthometric height was determined by differential leveling
 AC9810.and adjusted by the National Geodetic Survey in September 1997..
 AC9810
 AC9810.The geoid height was determined by GEOID03.
 AC9810
 AC9810.The dynamic height is computed by dividing the NAVD 88
 AC9810.geopotential number by the normal gravity value computed on the
 AC9810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9810.degrees latitude (g = 980.6199 gals.).
 AC9810
 AC9810.The modeled gravity was interpolated from observed gravity values.
 AC9810
 AC9810;                    North         East    Units  Estimated Accuracy
 AC9810;SPC FL W     -   548,250.      201,780.      MT  (+/- 180 meters Scaled)
 AC9810
 AC9810                          SUPERSEDED SURVEY CONTROL
 AC9810
 AC9810.No superseded survey control is available for this station.
 AC9810
 AC9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN046395(NAD 83)
 AC9810_MARKER: DV = VERTICAL CONTROL DISK
 AC9810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9810_STAMPING: B 453 1996
 AC9810_MARK LOGO: NGS   
 AC9810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9810+STABILITY: SURFACE MOTION
 AC9810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9810+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC9810
 AC9810  HISTORY     - Date     Condition        Report By
 AC9810  HISTORY     - 1996     MONUMENTED       FLDEP
 AC9810
 AC9810                          STATION DESCRIPTION
 AC9810
 AC9810'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9810'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH OF FORT MCCOY, 6.8 MI (10.9
 AC9810'KM) NORTHEAST OF SILVER SPRINGS IN SECTION 11, TOWNSHIP 14 SOUTH,
 AC9810'RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD
 AC9810'316 AND COUNTY ROAD 315 IN FORT MCCOY, GO SOUTH ON COUNTY ROAD 315 FOR
 AC9810'6.0 MI (9.7 KM) TO THE JUNCTION OF NORTHEAST 90TH ST RD ON THE RIGHT
 AC9810'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AC9810'FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE THE LEVEL OF
 AC9810'NORTHEAST 90TH ST RD.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION
 AC9810'OF STATE ROAD 40 AND COUNTY ROAD 315 2.6 MI (4.2 KM) EAST OF SILVER
 AC9810'SPRINGS, GO NORTH ON COUNTY ROAD 315 FOR 4.85 MI (7.81 KM) TO THE
 AC9810'JUNCTION OF NORTHEAST 90TH ST RD ON THE LEFT AND THE MARK ON THE LEFT,
 AC9810'91.5 FT (27.9 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AC9810'315, 31.5 FT (9.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF NORTHEAST
 AC9810'90TH ST RD, 19.4 FT (5.9 M) NORTHWEST OF THE CENTER OF AN 18-INCH
 AC9810'METAL PIPE CULVERT UNDER NORTHEAST 90TH ST RD AND 1.0 FT (0.3 M) SOUTH
 AC9810'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0205 ***********************************************************************
 AI0205  DESIGNATION -  B 454
 AI0205  PID         -  AI0205
 AI0205  STATE/COUNTY-  FL/SEMINOLE
 AI0205  USGS QUAD   -  OSTEEN (1980)
 AI0205
 AI0205                         *CURRENT SURVEY CONTROL
 AI0205  ___________________________________________________________________
 AI0205* NAD 83(1986)-  28 47 13.     (N)    081 10 57.     (W)     SCALED    
 AI0205* NAVD 88     -         1.800  (meters)       5.91   (feet)  ADJUSTED  
 AI0205  ___________________________________________________________________
 AI0205  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AI0205  DYNAMIC HT  -           1.797 (meters)       5.90  (feet)  COMP
 AI0205  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 AI0205
 AI0205  VERT ORDER  -  SECOND    CLASS I
 AI0205
 AI0205.The horizontal coordinates were scaled from a topographic map and have
 AI0205.an estimated accuracy of +/- 6 seconds.
 AI0205
 AI0205.The orthometric height was determined by differential leveling
 AI0205.and adjusted by the National Geodetic Survey in July 1999..
 AI0205
 AI0205.The geoid height was determined by GEOID03.
 AI0205
 AI0205.The dynamic height is computed by dividing the NAVD 88
 AI0205.geopotential number by the normal gravity value computed on the
 AI0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0205.degrees latitude (g = 980.6199 gals.).
 AI0205
 AI0205.The modeled gravity was interpolated from observed gravity values.
 AI0205
 AI0205;                    North         East    Units  Estimated Accuracy
 AI0205;SPC FL E     -   493,430.      182,180.      MT  (+/- 180 meters Scaled)
 AI0205
 AI0205                          SUPERSEDED SURVEY CONTROL
 AI0205
 AI0205.No superseded survey control is available for this station.
 AI0205
 AI0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM821843(NAD 83)
 AI0205_MARKER: F = FLANGE-ENCASED ROD
 AI0205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI0205_STAMPING: B 454 1996
 AI0205_MARK LOGO: NGS   
 AI0205_PROJECTION: FLUSH
 AI0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0205+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI0205_ROD/PIPE-DEPTH: 17.1 meters
 AI0205
 AI0205  HISTORY     - Date     Condition        Report By
 AI0205  HISTORY     - 1996     MONUMENTED       NGS
 AI0205
 AI0205                          STATION DESCRIPTION
 AI0205
 AI0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JLM)
 AI0205'THE MARK IS ABOUT 5.5 MI (8.9 KM) EAST OF SANFORD ON STATE ROAD 46 IN
 AI0205'SECTION 35, TOWNSHIP 20 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM
 AI0205'THE JUNCTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 46 ON THE SOUTH
 AI0205'SIDE OF SANFORD, GO EAST ON STATE ROAD 46 FOR 5.0 MI (8.0 KM) TO THE
 AI0205'JUNCTION OF OLD GENEVA ROAD ON THE LEFT, TURN LEFT ON OLD GENEVA ROAD
 AI0205'AND GO NORTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIRT ROAD ON
 AI0205'THE RIGHT LEADING TO A BOAT RAMP AND THE MARK ON THE RIGHT, A
 AI0205'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.0 FT (17.1 M)
 AI0205'WITH A LOGO CAP SET FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD
 AI0205'LEADING TO THE BOAT RAMP. LOCATED 107.0 FT (32.6 M) NORTH OF THE
 AI0205'CENTERLINE OF STATE ROAD 46, 96.6 FT (29.4 M) SOUTH-SOUTHEAST OF A
 AI0205'NAIL AND CAP IN THE APPROXIMATE CENTERLINE OF OLD GENEVA ROAD (J.W.
 AI0205'AND G BENCH MARK), 50.5 FT (15.4 M) SOUTHWEST OF THE DIRT ROAD, 2.6 FT
 AI0205'(0.8 M) SOUTH OF THE SOUTH FACE OF A 10 X 10 CONCRETE PAD AND 1.0 FT
 AI0205'(0.3 M) SOUTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT
 AI0205'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI1499 ***********************************************************************
 AI1499  DESIGNATION -  B 455
 AI1499  PID         -  AI1499
 AI1499  STATE/COUNTY-  FL/BROWARD
 AI1499  USGS QUAD   -  NORTH OF LONE PALM (1979)
 AI1499
 AI1499                         *CURRENT SURVEY CONTROL
 AI1499  ___________________________________________________________________
 AI1499* NAD 83(1986)-  26 19 53.     (N)    080 52 13.     (W)     SCALED    
 AI1499* NAVD 88     -         7.134  (meters)      23.41   (feet)  ADJUSTED  
 AI1499  ___________________________________________________________________
 AI1499  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AI1499  DYNAMIC HT  -           7.122 (meters)      23.37  (feet)  COMP
 AI1499  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AI1499
 AI1499  VERT ORDER  -  FIRST     CLASS II
 AI1499
 AI1499.The horizontal coordinates were scaled from a topographic map and have
 AI1499.an estimated accuracy of +/- 6 seconds.
 AI1499
 AI1499.The orthometric height was determined by differential leveling
 AI1499.and adjusted by the National Geodetic Survey in October 1999..
 AI1499
 AI1499.The geoid height was determined by GEOID03.
 AI1499
 AI1499.The dynamic height is computed by dividing the NAVD 88
 AI1499.geopotential number by the normal gravity value computed on the
 AI1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1499.degrees latitude (g = 980.6199 gals.).
 AI1499
 AI1499.The modeled gravity was interpolated from observed gravity values.
 AI1499
 AI1499;                    North         East    Units  Estimated Accuracy
 AI1499;SPC FL E     -   221,330.      212,950.      MT  (+/- 180 meters Scaled)
 AI1499
 AI1499                          SUPERSEDED SURVEY CONTROL
 AI1499
 AI1499.No superseded survey control is available for this station.
 AI1499
 AI1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK129123(NAD 83)
 AI1499_MARKER: F = FLANGE-ENCASED ROD
 AI1499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI1499_STAMPING: B 455 1996
 AI1499_MARK LOGO: NGS   
 AI1499_PROJECTION: RECESSED 25 CENTIMETERS
 AI1499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1499+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1499_ROD/PIPE-DEPTH:  4.8 meters
 AI1499
 AI1499  HISTORY     - Date     Condition        Report By
 AI1499  HISTORY     - 1996     MONUMENTED       FLDEP
 AI1499
 AI1499                          STATION DESCRIPTION
 AI1499
 AI1499'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AI1499'THE MARK IS ABOUT 29.3 MI (47.2 KM) SOUTH-SOUTHEAST OF CLEWISTON, 27.4
 AI1499'MI (44.1 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN ESTIMATED SECTION 7,
 AI1499'TOWNSHIP 48 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE POST
 AI1499'OFFICE IN LAKE HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE
 AI1499'OF CANAL) FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE
 AI1499'SOUTHERLY ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE
 AI1499'JUNCTION OF ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI
 AI1499'CANAL ROAD FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD,
 AI1499'TURN LEFT ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO
 AI1499'THE EAST SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT,
 AI1499'TURN RIGHT ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12
 AI1499'KM) TO THE Y-JUNCTION OF LEVEE ROAD NUMBER L-5 (NORTH SIDE OF CANAL) ,
 AI1499'TURN RIGHT ON LEVEE ROAD NUMBER L-5 AND GO SOUTH FOR 0.05 MI (0.08 KM)
 AI1499'TO THE SOUTH SIDE OF THE CANAL AND THE T-JUNCTION OF LEVEE ROAD NUMBER
 AI1499'L-5, TURN RIGHT ON LEVEE ROAD NUMBER L-5 AND GO WEST FOR 0.05 MI (0.08
 AI1499'KM) TO PUMP STATION NUMBER 8, CONTINUE WEST ON LEVEE ROAD NUMBER L-4
 AI1499'(SOUTH SIDE OF CANAL) FOR 3.7 MI (6.0 KM) TO A BOAT RAMP ON THE RIGHT
 AI1499'AND THE L-28 CANAL ON THE LEFT, CONTINUE WEST ON THE LEVEE ROAD FOR
 AI1499'2.3 MI (3.7 KM) TO A LONE TREE ON THE LEFT AND THE MARK SET IN THE
 AI1499'APPROXIMATE CENTER OF THE LEVEE ROAD, A STAINLESS STEEL ROD DRIVEN TO
 AI1499'REFUSAL AT A DEPTH OF 15.7 FT (4.8 M) WITH A LOGO CAP RECESSED 0.7 FT
 AI1499'(21.3 CM) BELOW THE LEVEL OF THE ROAD THE DATUM POINT IS RECESSED 0.3
 AI1499'FT (9.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED ABOUT 100.0 FT
 AI1499'(30.5 M) NORTH OF A LONE TREE, 40.0 FT (12.2 M) NORTH OF THE SOUTH TOE
 AI1499'OF THE LEVEE AND 26.4 FT (8.0 M) SOUTH OF A CARSONITE WITNESS POST.
 AI1499'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.  CONTACT
 AI1499'GENE TANNER, SOUTH FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR,
 AI1499'CLEWISTON FIELD STATION, PHONE NUMBER 813-983-1431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI0250 ***********************************************************************
 AI0250  DESIGNATION -  B 456
 AI0250  PID         -  AI0250
 AI0250  STATE/COUNTY-  FL/SEMINOLE
 AI0250  USGS QUAD   -  OVIEDO (1984)
 AI0250
 AI0250                         *CURRENT SURVEY CONTROL
 AI0250  ___________________________________________________________________
 AI0250* NAD 83(1986)-  28 44 59.     (N)    081 14 20.     (W)     SCALED    
 AI0250* NAVD 88     -         6.204  (meters)      20.35   (feet)  ADJUSTED  
 AI0250  ___________________________________________________________________
 AI0250  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AI0250  DYNAMIC HT  -           6.195 (meters)      20.32  (feet)  COMP
 AI0250  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 AI0250
 AI0250  VERT ORDER  -  SECOND    CLASS I
 AI0250
 AI0250.The horizontal coordinates were scaled from a topographic map and have
 AI0250.an estimated accuracy of +/- 6 seconds.
 AI0250
 AI0250.The orthometric height was determined by differential leveling
 AI0250.and adjusted by the National Geodetic Survey in July 1999..
 AI0250
 AI0250.The geoid height was determined by GEOID03.
 AI0250
 AI0250.The dynamic height is computed by dividing the NAVD 88
 AI0250.geopotential number by the normal gravity value computed on the
 AI0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0250.degrees latitude (g = 980.6199 gals.).
 AI0250
 AI0250.The modeled gravity was interpolated from observed gravity values.
 AI0250
 AI0250;                    North         East    Units  Estimated Accuracy
 AI0250;SPC FL E     -   489,320.      176,670.      MT  (+/- 180 meters Scaled)
 AI0250
 AI0250                          SUPERSEDED SURVEY CONTROL
 AI0250
 AI0250.No superseded survey control is available for this station.
 AI0250
 AI0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM766802(NAD 83)
 AI0250_MARKER: DV = VERTICAL CONTROL DISK
 AI0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0250_STAMPING: B 456 1996
 AI0250_MARK LOGO: NGS   
 AI0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0250+STABILITY: SURFACE MOTION
 AI0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0250+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI0250
 AI0250  HISTORY     - Date     Condition        Report By
 AI0250  HISTORY     - 1996     MONUMENTED       FLDEP
 AI0250
 AI0250                          STATION DESCRIPTION
 AI0250
 AI0250'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0250'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTH OF SANFORD, 5.4 MI (8.7 KM)
 AI0250'SOUTHWEST OF MIDWAY IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST.
 AI0250'TO REACH THE MARK FROM THE INTERSECTIONS OF U.S. HIGHWAYS 17, 92
 AI0250'(SOUTH FRENCH AVENUE) AND STATE ROAD 46 (WEST 25TH STREET) ON THE
 AI0250'SOUTH SIDE OF SANFORD, GO SOUTH ON U.S. HIGHWAYS 17, 92 (SOUTH FRENCH
 AI0250'AVENUE) FOR 4.35 MI (7.00 KM) TO THE JUNCTION OF COUNTY ROAD 427 ON
 AI0250'THE LEFT, TURN LEFT ON COUNTY ROAD 427 AND GO NORTHEAST FOR 1.35 MI
 AI0250'(2.17 KM) TO THE JUNCTION OF HESTER AVENUE ON THE RIGHT, TURN RIGHT ON
 AI0250'HESTER AVENUE AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 AI0250'MYRTLE AVENUE, TURN LEFT ON MYRTLE AVENUE AND GO EAST FOR 1.5 MI (2.4
 AI0250'KM) TO THE T-JUNCTION OF SANFORD AVENUE, TURN LEFT ON SANFORD AVENUE
 AI0250'AND GO NORTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF PINE WAY ROAD ON
 AI0250'THE RIGHT, TURN RIGHT ON PINE WAY ROAD AND GO EAST FOR 1.55 MI (2.49
 AI0250'KM) TO THE JUNCTION OF SOUTH BRISSON AVENUE ON THE LEFT AND THE MARK
 AI0250'ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AI0250'GROUND AND LEVEL WITH SOUTH BRISSON AVENUE. LOCATED 38.4 FT (11.7 M)
 AI0250'NORTHEAST AND ACROSS PINE WAY ROAD FROM POWER POLE NUMBER 44471591602
 AI0250'WITH A TRANFORMER ATTACHED, 23.0 FT (7.0 M) EAST OF THE APPROXIMATE
 AI0250'CENTERLINE OF BRISSON AVENUE LEADING NORTH, 22.2 FT (6.8 M) NORTH OF
 AI0250'THE CENTERLINE OF PINE WAY ROAD AND 2.6 FT (0.8 M) NORTHWEST OF MAIL
 AI0250'BOX NUMBER 73-159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI1550 ***********************************************************************
 AI1550  DESIGNATION -  B 457
 AI1550  PID         -  AI1550
 AI1550  STATE/COUNTY-  FL/PALM BEACH
 AI1550  USGS QUAD   -  SOUTH OF OKEELANTA (1974)
 AI1550
 AI1550                         *CURRENT SURVEY CONTROL
 AI1550  ___________________________________________________________________
 AI1550* NAD 83(1986)-  26 22 52.     (N)    080 41 06.     (W)     SCALED    
 AI1550* NAVD 88     -         5.124  (meters)      16.81   (feet)  ADJUSTED  
 AI1550  ___________________________________________________________________
 AI1550  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AI1550  DYNAMIC HT  -           5.116 (meters)      16.78  (feet)  COMP
 AI1550  MODELED GRAV-     979,071.8   (mgal)                       NAVD 88
 AI1550
 AI1550  VERT ORDER  -  FIRST     CLASS II
 AI1550
 AI1550.The horizontal coordinates were scaled from a topographic map and have
 AI1550.an estimated accuracy of +/- 6 seconds.
 AI1550
 AI1550.The orthometric height was determined by differential leveling
 AI1550.and adjusted by the National Geodetic Survey in October 1999..
 AI1550
 AI1550.The geoid height was determined by GEOID03.
 AI1550
 AI1550.The dynamic height is computed by dividing the NAVD 88
 AI1550.geopotential number by the normal gravity value computed on the
 AI1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1550.degrees latitude (g = 980.6199 gals.).
 AI1550
 AI1550.The modeled gravity was interpolated from observed gravity values.
 AI1550
 AI1550;                    North         East    Units  Estimated Accuracy
 AI1550;SPC FL E     -   226,870.      231,430.      MT  (+/- 180 meters Scaled)
 AI1550
 AI1550                          SUPERSEDED SURVEY CONTROL
 AI1550
 AI1550.No superseded survey control is available for this station.
 AI1550
 AI1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK314179(NAD 83)
 AI1550_MARKER: F = FLANGE-ENCASED ROD
 AI1550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI1550_STAMPING: B 457 1996
 AI1550_MARK LOGO: NGS   
 AI1550_PROJECTION: RECESSED 13 CENTIMETERS
 AI1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1550+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1550_ROD/PIPE-DEPTH:  3.7 meters
 AI1550
 AI1550  HISTORY     - Date     Condition        Report By
 AI1550  HISTORY     - 1996     MONUMENTED       FLDEP
 AI1550  HISTORY     - 20040419 GOOD             INDIV
 AI1550
 AI1550                          STATION DESCRIPTION
 AI1550
 AI1550'DESCRIBED BY FL DEPT OF ENV PRO 1996 (VAJ)
 AI1550'THE MARK IS ABOUT 29.6 MI (47.6 KM) SOUTHEAST OF CLEWISTON, 20.5 MI
 AI1550'(33.0 KM) SOUTH OF BELLE GLADE IN ESTIMATED SECTION 24, TOWNSHIP 47
 AI1550'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE
 AI1550'HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL)
 AI1550'FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY
 AI1550'ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF
 AI1550'ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD
 AI1550'FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT
 AI1550'ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST
 AI1550'SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT
 AI1550'ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12 KM) TO THE
 AI1550'Y-JUNCTION OF LEVEE ROAD NUMBER L-5 ON THE LEFT, TURN LEFT ON LEVEE
 AI1550'ROAD NUMBER L-5 AND GO EAST FOR 8.45 MI (13.60 KM) TO A DIRT ROAD ON
 AI1550'THE LEFT, TURN LEFT ON THE DIRT ROAD AND GO NORTHERLY FOR 0.2 MI (0.3
 AI1550'KM) TO A LOCKED GATE AT A PUMPING STATION, PASSING THRU THE GATE
 AI1550'CONTINUE NORTHERLY FOR 0.05 MI (0.08 KM) TO ANOTHER LOCKED GATE,
 AI1550'PASSING THRU THE GATE CONTINUE NORTHERLY FOR 1.60 MI (2.57 KM) TO THE
 AI1550'APPROXIMATE CENTER OF A CURVE LEFT, CONTINUE THRU THE CURVE AND GO
 AI1550'WESTERLY FOR 1.0 MI (1.6 KM) TO THE APPROXIMATE CENTER OF A CURVE
 AI1550'RIGHT, CONTINUE THRU THE CURVE AND GO NORTHERLY FOR 0.25 MI (0.40 KM)
 AI1550'TO THE APPROXIMATE CENTER OF A CURVE LEFT, CONTINUE THRU THE CURVE AND
 AI1550'GO WESTERLY FOR 1.95 MI (3.14 KM) TO THE APPROXIMATE CENTER OF A CURVE
 AI1550'RIGHT, CONTINUE THRU THE CURVE AND GO NORTHERLY FOR 1.30 MI (2.09 KM)
 AI1550'TO THE MARK, SET IN THE APPROXIMATE CENTER OF THE LEVEE ROAD, A
 AI1550'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M)
 AI1550'WITH A LOGO CAP RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE
 AI1550'GROUND THE DATUM POINT IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVLE OF
 AI1550'THE LOGO CAP. LOCATED 22.6 FT (6.9 M) EAST OF THE WEST TOE OF THE
 AI1550'LEVEE, 20.4 FT (6.2 M) WEST OF THE EAST TOE OF THE LEVEE AND 5.1 FT
 AI1550'(1.6 M) EAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT
 AI1550'IS HAD THROUGH A 5-INCH LOGO CAP.  FOR KEY CONTACT GENE TANNER, SOUTH
 AI1550'FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON FIELD STATION,
 AI1550'PHONE NUMBER 813-983-1431.
 AI1550
 AI1550                          STATION RECOVERY (2004)
 AI1550
 AI1550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LB)
 AI1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9924 ***********************************************************************
 DE9924  DESIGNATION -  B 458
 DE9924  PID         -  DE9924
 DE9924  STATE/COUNTY-  FL/SEMINOLE
 DE9924  USGS QUAD   -  CASSELBERRY (1980)
 DE9924
 DE9924                         *CURRENT SURVEY CONTROL
 DE9924  ___________________________________________________________________
 DE9924* NAD 83(1986)-  28 41 04.     (N)    081 20 45.     (W)     SCALED    
 DE9924* NAVD 88     -        26.153  (meters)      85.80   (feet)  ADJUSTED  
 DE9924  ___________________________________________________________________
 DE9924  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DE9924  DYNAMIC HT  -          26.116 (meters)      85.68  (feet)  COMP
 DE9924  MODELED GRAV-     979,225.6   (mgal)                       NAVD 88
 DE9924
 DE9924  VERT ORDER  -  SECOND    CLASS I
 DE9924
 DE9924.The horizontal coordinates were scaled from a topographic map and have
 DE9924.an estimated accuracy of +/- 6 seconds.
 DE9924
 DE9924.The orthometric height was determined by differential leveling
 DE9924.and adjusted by the National Geodetic Survey in November 2003..
 DE9924
 DE9924.The geoid height was determined by GEOID03.
 DE9924
 DE9924.The dynamic height is computed by dividing the NAVD 88
 DE9924.geopotential number by the normal gravity value computed on the
 DE9924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9924.degrees latitude (g = 980.6199 gals.).
 DE9924
 DE9924.The modeled gravity was interpolated from observed gravity values.
 DE9924
 DE9924;                    North         East    Units  Estimated Accuracy
 DE9924;SPC FL E     -   482,110.      166,200.      MT  (+/- 180 meters Scaled)
 DE9924
 DE9924                          SUPERSEDED SURVEY CONTROL
 DE9924
 DE9924.No superseded survey control is available for this station.
 DE9924
 DE9924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM662730(NAD 83)
 DE9924_MARKER: DD = SURVEY DISK
 DE9924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9924_STAMPING: B 458 1997
 DE9924_MARK LOGO: FLDNR 
 DE9924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9924+STABILITY: SURFACE MOTION
 DE9924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9924+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9924
 DE9924  HISTORY     - Date     Condition        Report By
 DE9924  HISTORY     - 1997     MONUMENTED       FLDEP
 DE9924
 DE9924                          STATION DESCRIPTION
 DE9924
 DE9924'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 DE9924'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST OF OVIEDO, IN CASSELBERRY IN
 DE9924'SECTION 6, TOWNSHIP 21 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM
 DE9924'THE POST OFFICE ON STATE ROAD 434 IN WINTER SPRINGS, GO SOUTHEAST ON
 DE9924'STATE ROAD 434 FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF TUSCAWILLA ROAD
 DE9924'ON THE RIGHT, TURN RIGHT ON TUSCAWILLA ROAD AND GO SOUTH FOR 2.6 MI
 DE9924'(4.2 KM) TO THE JUNCTION OF EAST LAKE DRIVE ON THE RIGHT, TURN RIGHT
 DE9924'ON EAST LAKE DRIVE AND GO WEST THEN NORTH FOR 1.1 MI (1.8 KM) TO THE
 DE9924'JUNCTION OF LAKE DRIVE, TURN LEFT ON LAKE DRIVE AND GO WEST FOR 1.6 MI
 DE9924'(2.6 KM) TO THE INTERSECTION OF SEMINOLA BOULEVARD, TURN LEFT ON
 DE9924'SEMINOLA BOULEVARD AND GO WEST FOR 1.7 MI (2.7 KM) TO THE INTERSECTION
 DE9924'OF U.S. HIGHWAY 17 AND 92, CONTINUE WEST THRU THE INTERSECTION NOW DOG
 DE9924'TRACK ROAD FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF COUNTY ROAD 427
 DE9924'AND THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE POST
 DE9924'OFFICE ON WEKIVA SPRINGS ROAD IN LONGWOOD, GO SOUTHEASTERLY ON WEKIVA
 DE9924'SPRINGS ROAD FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF STATE ROAD
 DE9924'434, TURN LEFT ON STATE ROAD 434 AND GO EAST FOR 3.7 MI (6.0 KM) TO
 DE9924'THE INTERSECTION OF COUNTY ROAD 427, TURN RIGHT ON COUNTY ROAD 427 AND
 DE9924'GO SOUTH FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT IN THE MEDIAN OF
 DE9924'COUNTY ROAD 427, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DE9924'WITH THE GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF COUNTY
 DE9924'ROAD 427 NORTH AND SOUTHBOUND LANES. LOCATED 26.2 FT (8.0 M) WEST OF
 DE9924'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 427 NORTHBOUND LANES, 25.3
 DE9924'FT (7.7 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 427
 DE9924'SOUTHBOUND LANES, 10.4 FT (3.2 M) SOUTH OF THE NORTH END OF THE MEDIAN
 DE9924'OF COUNTY ROAD 427 AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DE9924'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7448 ***********************************************************************
 AJ7448  DESIGNATION -  B 459
 AJ7448  PID         -  AJ7448
 AJ7448  STATE/COUNTY-  FL/BREVARD
 AJ7448  USGS QUAD   -  SHARPES (1992)
 AJ7448
 AJ7448                         *CURRENT SURVEY CONTROL
 AJ7448  ___________________________________________________________________
 AJ7448* NAD 83(1986)-  28 24 31.     (N)    080 49 14.     (W)     SCALED    
 AJ7448* NAVD 88     -         6.615  (meters)      21.70   (feet)  ADJUSTED  
 AJ7448  ___________________________________________________________________
 AJ7448  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AJ7448  DYNAMIC HT  -           6.606 (meters)      21.67  (feet)  COMP
 AJ7448  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 AJ7448
 AJ7448  VERT ORDER  -  SECOND    CLASS I
 AJ7448
 AJ7448.The horizontal coordinates were scaled from a topographic map and have
 AJ7448.an estimated accuracy of +/- 6 seconds.
 AJ7448
 AJ7448.The orthometric height was determined by differential leveling
 AJ7448.and adjusted by the National Geodetic Survey in March 2002..
 AJ7448
 AJ7448.The geoid height was determined by GEOID03.
 AJ7448
 AJ7448.The dynamic height is computed by dividing the NAVD 88
 AJ7448.geopotential number by the normal gravity value computed on the
 AJ7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7448.degrees latitude (g = 980.6199 gals.).
 AJ7448
 AJ7448.The modeled gravity was interpolated from observed gravity values.
 AJ7448
 AJ7448;                    North         East    Units  Estimated Accuracy
 AJ7448;SPC FL E     -   451,500.      217,580.      MT  (+/- 180 meters Scaled)
 AJ7448
 AJ7448                          SUPERSEDED SURVEY CONTROL
 AJ7448
 AJ7448.No superseded survey control is available for this station.
 AJ7448
 AJ7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM175424(NAD 83)
 AJ7448_MARKER: F = FLANGE-ENCASED ROD
 AJ7448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7448_STAMPING: B 459 1997
 AJ7448_MARK LOGO: NGS   
 AJ7448_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7448+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 AJ7448_ROD/PIPE-DEPTH: 24.4 meters
 AJ7448
 AJ7448  HISTORY     - Date     Condition        Report By
 AJ7448  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ7448  HISTORY     - 20010319 GOOD             FLDEP
 AJ7448
 AJ7448                          STATION DESCRIPTION
 AJ7448
 AJ7448'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7448'THE MARK IS ABOUT 4.2 MI (6.8 KM) WEST OF COCOA IN SECTION 10,
 AJ7448'TOWNSHIP 24 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ7448'INTERSECTION OF INTERSTATE 95 AND STATE ROAD 528 (BEE LINE EXPRESSWAY)
 AJ7448'WEST-NORTHWEST OF COCOA, GO SOUTH ON INTERSTATE 95 FOR 0.2 MI (0.3 KM)
 AJ7448'TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 AJ7448'DEPTH OF 80.0 FT (24.4 M) WITH A LOGO CAP RECESSED 0.5 FT (15.2 CM)
 AJ7448'BELOW THE LEVEL OF THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL
 AJ7448'OF INTERSTATE 95 SOUTHBOUND LANES, THE DATUM POINT IS RECESSED 0.2 FT
 AJ7448'(6.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 64.5 FT (19.7 M)
 AJ7448'WEST OF THE WEST EDGE OF THE PAVEMENT OF AN ON-RAMP TO INTERSTATE 95
 AJ7448'SOUTHBOUND LANES, 43.5 FT (13.3 M) WEST OF A TRAFFIC DIRECTIONAL SIGN,
 AJ7448'1.1 FT (0.3 M) EAST OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 0.6
 AJ7448'FT (18.3 CM) EAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM
 AJ7448'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ7448
 AJ7448                          STATION RECOVERY (2001)
 AJ7448
 AJ7448'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ7448'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0205 ***********************************************************************
 AS0205  DESIGNATION -  B 46
 AS0205  PID         -  AS0205
 AS0205  STATE/COUNTY-  FL/FRANKLIN
 AS0205  USGS QUAD   -  GREEN POINT (1982)
 AS0205
 AS0205                         *CURRENT SURVEY CONTROL
 AS0205  ___________________________________________________________________
 AS0205* NAD 83(1986)-  29 45 44.     (N)    084 48 56.     (W)     SCALED    
 AS0205* NAVD 88     -         2.029  (meters)       6.66   (feet)  ADJUSTED  
 AS0205  ___________________________________________________________________
 AS0205  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AS0205  DYNAMIC HT  -           2.027 (meters)       6.65  (feet)  COMP
 AS0205  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 AS0205
 AS0205  VERT ORDER  -  FIRST     CLASS I
 AS0205
 AS0205.The horizontal coordinates were scaled from a topographic map and have
 AS0205.an estimated accuracy of +/- 6 seconds.
 AS0205
 AS0205.The orthometric height was determined by differential leveling
 AS0205.and adjusted by the National Geodetic Survey in June 1991..
 AS0205.WARNING-Repeat measurements at this control monument indicate possible
 AS0205.vertical movement.
 AS0205
 AS0205.The geoid height was determined by GEOID03.
 AS0205
 AS0205.The dynamic height is computed by dividing the NAVD 88
 AS0205.geopotential number by the normal gravity value computed on the
 AS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0205.degrees latitude (g = 980.6199 gals.).
 AS0205
 AS0205.The modeled gravity was interpolated from observed gravity values.
 AS0205
 AS0205;                    North         East    Units  Estimated Accuracy
 AS0205;SPC FL N     -    84,530.      569,480.      MT  (+/- 180 meters Scaled)
 AS0205
 AS0205                          SUPERSEDED SURVEY CONTROL
 AS0205
 AS0205  NGVD 29 (??/??/92)    2.209  (m)            7.25   (f) ADJ UNCH    1 1
 AS0205
 AS0205.Superseded values are not recommended for survey control.
 AS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0205.See file dsdata.txt to determine how the superseded data were derived.
 AS0205
 AS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT112944(NAD 83)
 AS0205_MARKER: DB = BENCH MARK DISK
 AS0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AS0205_STAMPING: 7.205 B 46 1934
 AS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0205+STABILITY: SURFACE MOTION
 AS0205
 AS0205  HISTORY     - Date     Condition        Report By
 AS0205  HISTORY     - 1934     MONUMENTED       CGS
 AS0205  HISTORY     - 1967     GOOD             NGS
 AS0205  HISTORY     - 1975     GOOD             NGS
 AS0205  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0205  HISTORY     - 19971114 POOR             USPSQD
 AS0205
 AS0205                          STATION DESCRIPTION
 AS0205
 AS0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AS0205'4.3 MI NE FROM EAST POINT.
 AS0205'ABOUT 4.3 MILES NORTHEAST ALONG U.S. HIGHWAYS 98 AND 319 FROM
 AS0205'THE POST OFFICE AT EAST POINT, IN SECTION 23, R 6 W, T 8 S, ABOUT
 AS0205'0.65 MILE NORTHEAST OF A 20-FOOT WOOD AND CONCRETE BRIDGE OVER A
 AS0205'SMALL STREAM, 48 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AS0205'222 FEET SOUTHWEST OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT
 AS0205'UNDER THE HIGHWAY, 6 FEET EAST OF A 10-INCH PINE TREE WITH A BLAZE
 AS0205'ON THE SOUTHEAST SIDE, 2 FEET NORTH OF AN 8 INCH PINE TREE, 1.3
 AS0205'FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 AS0205'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AS0205'GROUND.
 AS0205
 AS0205                          STATION RECOVERY (1975)
 AS0205
 AS0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0205'RECOVERED IN GOOD CONDITION.
 AS0205
 AS0205                          STATION RECOVERY (1986)
 AS0205
 AS0205'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0205'MARK NOT FOUND.
 AS0205
 AS0205                          STATION RECOVERY (1997)
 AS0205
 AS0205'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0205'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7472 ***********************************************************************
 AJ7472  DESIGNATION -  B 460
 AJ7472  PID         -  AJ7472
 AJ7472  STATE/COUNTY-  FL/OSCEOLA
 AJ7472  USGS QUAD   -  DEER PARK NW (1970)
 AJ7472
 AJ7472                         *CURRENT SURVEY CONTROL
 AJ7472  ___________________________________________________________________
 AJ7472* NAD 83(1986)-  28 07 32.     (N)    080 53 48.     (W)     SCALED    
 AJ7472* NAVD 88     -        15.400  (meters)      50.52   (feet)  ADJUSTED  
 AJ7472  ___________________________________________________________________
 AJ7472  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AJ7472  DYNAMIC HT  -          15.377 (meters)      50.45  (feet)  COMP
 AJ7472  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 AJ7472
 AJ7472  VERT ORDER  -  SECOND    CLASS I
 AJ7472
 AJ7472.The horizontal coordinates were scaled from a topographic map and have
 AJ7472.an estimated accuracy of +/- 6 seconds.
 AJ7472
 AJ7472.The orthometric height was determined by differential leveling
 AJ7472.and adjusted by the National Geodetic Survey in March 2002..
 AJ7472
 AJ7472.The geoid height was determined by GEOID03.
 AJ7472
 AJ7472.The dynamic height is computed by dividing the NAVD 88
 AJ7472.geopotential number by the normal gravity value computed on the
 AJ7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7472.degrees latitude (g = 980.6199 gals.).
 AJ7472
 AJ7472.The modeled gravity was interpolated from observed gravity values.
 AJ7472
 AJ7472;                    North         East    Units  Estimated Accuracy
 AJ7472;SPC FL E     -   420,130.      210,150.      MT  (+/- 180 meters Scaled)
 AJ7472
 AJ7472                          SUPERSEDED SURVEY CONTROL
 AJ7472
 AJ7472.No superseded survey control is available for this station.
 AJ7472
 AJ7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM101111(NAD 83)
 AJ7472_MARKER: DD = SURVEY DISK
 AJ7472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7472_STAMPING: B 460 1997
 AJ7472_MARK LOGO: FLDEP 
 AJ7472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7472+STABILITY: SURFACE MOTION
 AJ7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7472+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ7472
 AJ7472  HISTORY     - Date     Condition        Report By
 AJ7472  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ7472
 AJ7472                          STATION DESCRIPTION
 AJ7472
 AJ7472'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7472'THE MARK IS ABOUT 17.2 MI (27.7 KM) WEST OF MELBOURNE IN SECTION 22,
 AJ7472'TOWNSHIP 27 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ7472'INTERSECTION OF U.S. HIGHWAY 192 AND COUNTY ROAD 419 0.7 MI (1.1 KM)
 AJ7472'NORTH OF DEER PARK, GO NORTH ON COUNTY ROAD 419 FOR 1.7 MI (2.7 KM) TO
 AJ7472'A DIRT ROAD AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AJ7472'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH COUNTY
 AJ7472'ROAD 419. LOCATED 51.0 FT (15.5 M) NORTH OF THE APPROXIMATE CENTERLINE
 AJ7472'OF THE DIRT ROAD, 49.5 FT (15.1 M) WEST OF THE APPROXIMATE CENTERLINE
 AJ7472'OF COUNTY ROAD 419, 3.0 FT (0.9 M) EAST OF A BARBED WIRE FENCE AND 2.6
 AJ7472'FT (0.8 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8772 ***********************************************************************
 AH8772  DESIGNATION -  B 461
 AH8772  PID         -  AH8772
 AH8772  STATE/COUNTY-  FL/POLK
 AH8772  USGS QUAD   -  FORT KISSIMMEE NW (1972)
 AH8772
 AH8772                         *CURRENT SURVEY CONTROL
 AH8772  ___________________________________________________________________
 AH8772* NAD 83(1986)-  27 43 52.     (N)    081 10 41.     (W)     SCALED    
 AH8772* NAVD 88     -        16.384  (meters)      53.75   (feet)  ADJUSTED  
 AH8772  ___________________________________________________________________
 AH8772  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH8772  DYNAMIC HT  -          16.360 (meters)      53.67  (feet)  COMP
 AH8772  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AH8772
 AH8772  VERT ORDER  -  SECOND    CLASS I
 AH8772
 AH8772.The horizontal coordinates were scaled from a topographic map and have
 AH8772.an estimated accuracy of +/- 6 seconds.
 AH8772
 AH8772.The orthometric height was determined by differential leveling
 AH8772.and adjusted by the National Geodetic Survey in July 1999..
 AH8772
 AH8772.The geoid height was determined by GEOID03.
 AH8772
 AH8772.The dynamic height is computed by dividing the NAVD 88
 AH8772.geopotential number by the normal gravity value computed on the
 AH8772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8772.degrees latitude (g = 980.6199 gals.).
 AH8772
 AH8772.The modeled gravity was interpolated from observed gravity values.
 AH8772
 AH8772;                    North         East    Units  Estimated Accuracy
 AH8772;SPC FL W     -   376,680.      281,050.      MT  (+/- 180 meters Scaled)
 AH8772
 AH8772                          SUPERSEDED SURVEY CONTROL
 AH8772
 AH8772.No superseded survey control is available for this station.
 AH8772
 AH8772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML824674(NAD 83)
 AH8772_MARKER: DD = SURVEY DISK
 AH8772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8772_STAMPING: B 461 1997
 AH8772_MARK LOGO: FLDEP 
 AH8772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8772+STABILITY: SURFACE MOTION
 AH8772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8772+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8772
 AH8772  HISTORY     - Date     Condition        Report By
 AH8772  HISTORY     - 1997     MONUMENTED       FLDEP
 AH8772
 AH8772                          STATION DESCRIPTION
 AH8772
 AH8772'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AH8772'THE MARK IS ABOUT 31.5 MI (50.7 KM) SOUTHEAST OF LAKE WALES IN SECTION
 AH8772'36, TOWNSHIP 32 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE
 AH8772'INTERSECTION OF STATE ROAD 27 UNDERPASS AND STATE ROAD 60 IN LAKE
 AH8772'WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE
 AH8772'JUNCTION OF RIVER RANCH BOULEVARD ON THE RIGHT, TURN RIGHT ON RIVER
 AH8772'RANCH BOULEVARD AND GO SOUTHEAST FOR 2.55 MI (4.10 KM) TO THE GUARD
 AH8772'HOUSE AT THE ENTRANCE TO RIVER RANCH, CONTINUE ON RIVER RANCH
 AH8772'BOULEVARD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF KICCO ROAD ON THE
 AH8772'RIGHT, TURN RIGHT ON KICCO ROAD AND GO SOUTHEAST FOR 0.2 MI (0.3 KM)
 AH8772'TO FOUR SETS OF DOUBLE UNLOCKED GATES, CONTINUE SOUTH ON KICCO ROAD
 AH8772'FOR 0.5 MI (0.8 KM) TO ANOTHER UNLOCKED METAL GATE, CONTINUE SOUTHEAST
 AH8772'ON KICCO ROAD FOR 0.05 MI (0.08 KM) TO A LOCKED METAL GATE, THE
 AH8772'ENTRANCE TO PROPERTY OWNED BY THE SOUTH FLORIDA WATER MANAGEMENT
 AH8772'DISTRICT, CONTINUE SOUTHEAST ON A SHELL ROAD (KICCO ROAD) FOR 0.2 MI
 AH8772'(0.3 KM) TO THE JUNCTION OF A ROAD ON THE LEFT, CONTINUE
 AH8772'SOUTH-SOUTHEAST ON THE SHELL ROAD (KICCO ROAD) FOR 1.45 MI (2.33 KM)
 AH8772'TO THE NORTH END OF A BRIDGE, CONTINUE SOUTHEAST ON THE SHELL ROAD FOR
 AH8772'0.95 MI (1.53 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AH8772'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 AH8772'LOCATED 30.5 FT (9.3 M) SOUTH OF THE NORTHEAST CORNER OF A BARBWIRE
 AH8772'FENCE LINE, 20.0 FT (6.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 AH8772'SHALL ROAD, 2.0 FT (0.6 M) SOUTH OF A 2-INCH PVC WITNESS POST, 2.0 FT
 AH8772'(0.6 M) NORTH OF A 2-INCH PVC WITNESS POST AND 1.4 FT (0.4 M) EAST OF
 AH8772'THE BARBWIRE FENCE LINE. NOTE FOR ACCESS AND KEY CONTACT SOUTH FLORIDA
 AH8772'WATER MANAGEMENT DISTRICT AT 561-686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8806 ***********************************************************************
 AH8806  DESIGNATION -  B 462
 AH8806  PID         -  AH8806
 AH8806  STATE/COUNTY-  FL/HIGHLANDS
 AH8806  USGS QUAD   -  FORT KISSIMMEE (1972)
 AH8806
 AH8806                         *CURRENT SURVEY CONTROL
 AH8806  ___________________________________________________________________
 AH8806* NAD 83(1986)-  27 32 36.     (N)    081 12 53.     (W)     SCALED    
 AH8806* NAVD 88     -        12.659  (meters)      41.53   (feet)  ADJUSTED  
 AH8806  ___________________________________________________________________
 AH8806  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH8806  DYNAMIC HT  -          12.639 (meters)      41.47  (feet)  COMP
 AH8806  MODELED GRAV-     979,137.5   (mgal)                       NAVD 88
 AH8806
 AH8806  VERT ORDER  -  SECOND    CLASS I
 AH8806
 AH8806.The horizontal coordinates were scaled from a topographic map and have
 AH8806.an estimated accuracy of +/- 6 seconds.
 AH8806
 AH8806.The orthometric height was determined by differential leveling
 AH8806.and adjusted by the National Geodetic Survey in July 1999..
 AH8806
 AH8806.The geoid height was determined by GEOID03.
 AH8806
 AH8806.The dynamic height is computed by dividing the NAVD 88
 AH8806.geopotential number by the normal gravity value computed on the
 AH8806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8806.degrees latitude (g = 980.6199 gals.).
 AH8806
 AH8806.The modeled gravity was interpolated from observed gravity values.
 AH8806
 AH8806;                    North         East    Units  Estimated Accuracy
 AH8806;SPC FL E     -   355,620.      178,790.      MT  (+/- 180 meters Scaled)
 AH8806
 AH8806                          SUPERSEDED SURVEY CONTROL
 AH8806
 AH8806.No superseded survey control is available for this station.
 AH8806
 AH8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML788466(NAD 83)
 AH8806_MARKER: DD = SURVEY DISK
 AH8806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8806_STAMPING: B 462 1997
 AH8806_MARK LOGO: FLDEP 
 AH8806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8806+STABILITY: SURFACE MOTION
 AH8806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8806+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8806
 AH8806  HISTORY     - Date     Condition        Report By
 AH8806  HISTORY     - 1997     MONUMENTED       FLDEP
 AH8806
 AH8806                          STATION DESCRIPTION
 AH8806
 AH8806'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AH8806'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHEAST OF LORIDA, 0.85 MI (1.37
 AH8806'KM) WEST OF KISSIMMEE RIVER IN ESTMATED SECTION 3, TOWNSHIP 31 SOUTH,
 AH8806'RANGE 34 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LORIDA, GO
 AH8806'SOUTHEAST ON U.S.  HIGHWAY 98 FOR 1.05 MI (1.69 KM) TO THE JUNCTION OF
 AH8806'BLUFF HAMMOCK ROAD ON THE LEFT AND THE SEABOARD COAST RAILROAD TRACKS,
 AH8806'TURN LEFT ON BLUFF HAMMOCK ROAD AND GO NORTHEAST FOR 4.15 MI (6.68 KM)
 AH8806'TO THE END OF THE PAVED ROAD AND A Y-JUNCTION, BEAR LEFT ON THE SAND
 AH8806'ROAD AND GO NORTH FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD
 AH8806'ON THE LEFT (LEADING NORTH) , CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AH8806'0.7 MI (1.1 KM) TO THE JUNCTION OF A LEVEE ROAD ON THE LEFT, TURN LEFT
 AH8806'ON THE LEVEE ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED GATE,
 AH8806'CONTINUE NORTH ON THE LEVEE ROAD FOR 3.15 MI (5.07 KM) TO THE MARK ON
 AH8806'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AH8806'GROUND AND 5.0 FT (1.5 M) BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED
 AH8806'67.0 FT (20.4 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE
 AH8806'ROAD, 33.9 FT (10.3 M) SOUTHWEST OF THE SOUTHERNMOST END OF A WOODEN
 AH8806'PIER, 10.7 FT (3.3 M) SOUTH-SOUTHEAST OF THE CANAL AND 1.0 FT (0.3 M)
 AH8806'SOUTH OF A CARSONITE WITNESS POST. NOTE FOR ACCESS AND KEY CONTACT
 AH8806'SOUTH FLORIDA WATER MANAGEMENT DISTRICT AT 561-686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8821 ***********************************************************************
 AH8821  DESIGNATION -  B 463
 AH8821  PID         -  AH8821
 AH8821  STATE/COUNTY-  FL/HIGHLANDS
 AH8821  USGS QUAD   -  BASINGER NW (1972)
 AH8821
 AH8821                         *CURRENT SURVEY CONTROL
 AH8821  ___________________________________________________________________
 AH8821* NAD 83(1999)-  27 25 30.98854(N)    081 12 51.30429(W)     ADJUSTED  
 AH8821* NAVD 88     -        16.009  (meters)      52.52   (feet)  ADJUSTED  
 AH8821  ___________________________________________________________________
 AH8821  X           -     865,322.404 (meters)                     COMP
 AH8821  Y           -  -5,598,853.579 (meters)                     COMP
 AH8821  Z           -   2,920,118.405 (meters)                     COMP
 AH8821  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AH8821  ELLIP HEIGHT-          -9.99  (meters)          (05/31/01) GPS OBS
 AH8821  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AH8821  DYNAMIC HT  -          15.985 (meters)      52.44  (feet)  COMP
 AH8821  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 AH8821
 AH8821  HORZ ORDER  -  FIRST
 AH8821  VERT ORDER  -  SECOND    CLASS I
 AH8821  ELLP ORDER  -  FOURTH    CLASS I
 AH8821
 AH8821.The horizontal coordinates were established by GPS observations
 AH8821.and adjusted by the National Geodetic Survey in May 2001..
 AH8821
 AH8821.The orthometric height was determined by differential leveling
 AH8821.and adjusted by the National Geodetic Survey in July 1999..
 AH8821
 AH8821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8821
 AH8821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8821
 AH8821.The ellipsoidal height was determined by GPS observations
 AH8821.and is referenced to NAD 83.
 AH8821
 AH8821.The geoid height was determined by GEOID03.
 AH8821
 AH8821.The dynamic height is computed by dividing the NAVD 88
 AH8821.geopotential number by the normal gravity value computed on the
 AH8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8821.degrees latitude (g = 980.6199 gals.).
 AH8821
 AH8821.The modeled gravity was interpolated from observed gravity values.
 AH8821
 AH8821;                    North         East     Units Scale Factor Converg.
 AH8821;SPC FL E     -   342,542.872   178,816.320   MT  0.99994671   -0 05 55.3
 AH8821;SPC FL E     - 1,123,826.07    586,666.54   sFT  0.99994671   -0 05 55.3
 AH8821;UTM  17      - 3,033,557.980   478,823.548   MT  0.99960554   -0 05 55.3
 AH8821
 AH8821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8821!SPC FL E     -   1.00000157  x   0.99994671  =   0.99994828
 AH8821!UTM  17      -   1.00000157  x   0.99960554  =   0.99960711
 AH8821
 AH8821                          SUPERSEDED SURVEY CONTROL
 AH8821
 AH8821  NAD 83(1990)-  27 25 30.98740(N)    081 12 51.30392(W) AD(       ) 1
 AH8821  ELLIP H (06/01/99)  -10.02   (m)                       GP(       ) 4 1
 AH8821  NAVD 88 (06/01/99)   16.05   (m)           52.7    (f) LEVELING    3  
 AH8821
 AH8821.Superseded values are not recommended for survey control.
 AH8821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8821.See file dsdata.txt to determine how the superseded data were derived.
 AH8821
 AH8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML7882433558(NAD 83)
 AH8821_MARKER: DD = SURVEY DISK
 AH8821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8821_STAMPING: B 463 1997
 AH8821_MARK LOGO: FLDEP 
 AH8821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8821+STABILITY: SURFACE MOTION
 AH8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8821+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 AH8821
 AH8821  HISTORY     - Date     Condition        Report By
 AH8821  HISTORY     - 1997     MONUMENTED       FLDEP
 AH8821  HISTORY     - 20050119 GOOD             INDIV
 AH8821  HISTORY     - 20050628 GOOD             MACTEC
 AH8821
 AH8821                          STATION DESCRIPTION
 AH8821
 AH8821'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AH8821'THE MARK IS ABOUT 30.2 MI (48.6 KM) NORTHWEST OF OKEECHOBEE, 4.8 MI
 AH8821'(7.7 KM) WEST OF THE KISSIMMEE RIVER, 2.8 MI (4.5 KM) SOUTHEAST OF
 AH8821'LORIDA IN SECTION 22, TOWNSHIP 35 SOUTH, RANGE 31 EAST. TO REACH THE
 AH8821'MARK FROM THE POST OFFICE IN LORIDA, GO SOUTHEAST ON U.S.  HIGHWAY 98
 AH8821'FOR 2.8 MI (4.5 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AH8821'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) BELOW THE
 AH8821'LEVEL OF U.S.  HIGHWAY 98. LOCATED 58.0 FT (17.7 M) SOUTHEAST OF THE
 AH8821'APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST, 52.8 FT (16.1
 AH8821'M) NORTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 98, 1.5 FT (0.5 M)
 AH8821'SOUTHWEST OF A BARBWIRE FENCE AND 1.4 FT (0.4 M) SOUTHWEST OF A
 AH8821'CARSONITE WITNESS POST.
 AH8821
 AH8821                          STATION RECOVERY (2005)
 AH8821
 AH8821'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AH8821'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC.
 AH8821
 AH8821                          STATION RECOVERY (2005)
 AH8821
 AH8821'RECOVERY NOTE BY MACTEC ENGINEERING AND CONSULTING 2005 (CGB)
 AH8821'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7505 ***********************************************************************
 AJ7505  DESIGNATION -  B 464
 AJ7505  PID         -  AJ7505
 AJ7505  STATE/COUNTY-  FL/BREVARD
 AJ7505  USGS QUAD   -  FELLSMERE SW (1970)
 AJ7505
 AJ7505                         *CURRENT SURVEY CONTROL
 AJ7505  ___________________________________________________________________
 AJ7505* NAD 83(1986)-  27 51 08.     (N)    080 44 34.     (W)     SCALED    
 AJ7505* NAVD 88     -         6.523  (meters)      21.40   (feet)  ADJUSTED  
 AJ7505  ___________________________________________________________________
 AJ7505  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ7505  DYNAMIC HT  -           6.513 (meters)      21.37  (feet)  COMP
 AJ7505  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AJ7505
 AJ7505  VERT ORDER  -  SECOND    CLASS I
 AJ7505
 AJ7505.The horizontal coordinates were scaled from a topographic map and have
 AJ7505.an estimated accuracy of +/- 6 seconds.
 AJ7505
 AJ7505.The orthometric height was determined by differential leveling
 AJ7505.and adjusted by the National Geodetic Survey in March 2002..
 AJ7505
 AJ7505.The geoid height was determined by GEOID03.
 AJ7505
 AJ7505.The dynamic height is computed by dividing the NAVD 88
 AJ7505.geopotential number by the normal gravity value computed on the
 AJ7505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7505.degrees latitude (g = 980.6199 gals.).
 AJ7505
 AJ7505.The modeled gravity was interpolated from observed gravity values.
 AJ7505
 AJ7505;                    North         East    Units  Estimated Accuracy
 AJ7505;SPC FL E     -   389,860.      225,330.      MT  (+/- 180 meters Scaled)
 AJ7505
 AJ7505                          SUPERSEDED SURVEY CONTROL
 AJ7505
 AJ7505.No superseded survey control is available for this station.
 AJ7505
 AJ7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL253808(NAD 83)
 AJ7505_MARKER: DD = SURVEY DISK
 AJ7505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7505_STAMPING: B 464 1997
 AJ7505_MARK LOGO: FLDNR 
 AJ7505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7505+STABILITY: SURFACE MOTION
 AJ7505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7505+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ7505
 AJ7505  HISTORY     - Date     Condition        Report By
 AJ7505  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ7505
 AJ7505                          STATION DESCRIPTION
 AJ7505
 AJ7505'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7505'THE MARK IS ABOUT 16.1 MI (25.9 KM) SOUTHWEST OF MELBOURNE, 10.3 MI
 AJ7505'(16.6 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 29, TOWNSHIP 30
 AJ7505'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7505'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7505'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7505'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7505'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7505'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7505'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7505'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7505'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7505'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7505'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7505'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7505'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7505'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7505'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7505'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7505'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7505'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 1.85 MI (2.98 KM) TO THE
 AJ7505'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AJ7505'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 5.7
 AJ7505'FT (1.7 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED 23.7
 AJ7505'FT (7.2 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD NUMBER L
 AJ7505'74 N AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST. NOTE FOR KEY
 AJ7505'CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.
 AJ7505'PHONE NUMBER (904) 329-4277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4607 ***********************************************************************
 AJ4607  DESIGNATION -  B 465
 AJ4607  PID         -  AJ4607
 AJ4607  STATE/COUNTY-  FL/LAKE
 AJ4607  USGS QUAD   -  CLERMONT EAST (1980)
 AJ4607
 AJ4607                         *CURRENT SURVEY CONTROL
 AJ4607  ___________________________________________________________________
 AJ4607* NAD 83(1986)-  28 30 59.     (N)    081 43 35.     (W)     SCALED    
 AJ4607* NAVD 88     -        29.113  (meters)      95.51   (feet)  ADJUSTED  
 AJ4607  ___________________________________________________________________
 AJ4607  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ4607  DYNAMIC HT  -          29.071 (meters)      95.38  (feet)  COMP
 AJ4607  MODELED GRAV-     979,190.0   (mgal)                       NAVD 88
 AJ4607
 AJ4607  VERT ORDER  -  SECOND    CLASS I
 AJ4607
 AJ4607.The horizontal coordinates were scaled from a topographic map and have
 AJ4607.an estimated accuracy of +/- 6 seconds.
 AJ4607
 AJ4607.The orthometric height was determined by differential leveling
 AJ4607.and adjusted by the National Geodetic Survey in May 2004..
 AJ4607
 AJ4607.The geoid height was determined by GEOID03.
 AJ4607
 AJ4607.The dynamic height is computed by dividing the NAVD 88
 AJ4607.geopotential number by the normal gravity value computed on the
 AJ4607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4607.degrees latitude (g = 980.6199 gals.).
 AJ4607
 AJ4607.The modeled gravity was interpolated from observed gravity values.
 AJ4607
 AJ4607;                    North         East    Units  Estimated Accuracy
 AJ4607;SPC FL E     -   463,650.      128,900.      MT  (+/- 180 meters Scaled)
 AJ4607
 AJ4607                          SUPERSEDED SURVEY CONTROL
 AJ4607
 AJ4607.No superseded survey control is available for this station.
 AJ4607
 AJ4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM289546(NAD 83)
 AJ4607_MARKER: DD = SURVEY DISK
 AJ4607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ4607_SP_SET: STORM DRAIN
 AJ4607_STAMPING: B 465 1997
 AJ4607_MARK LOGO: FLDEP 
 AJ4607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4607+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 AJ4607
 AJ4607  HISTORY     - Date     Condition        Report By
 AJ4607  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ4607  HISTORY     - 20060207 GOOD             USPSQD
 AJ4607
 AJ4607                          STATION DESCRIPTION
 AJ4607
 AJ4607'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AJ4607'THE MARK IS ABOUT 2.3 MI (3.7 KM) SOUTH OF CLERMONT IN SECTION 5,
 AJ4607'TOWNSHIP 23 SOUTH, RANGE 26 WEST. TO REACH THE MARK FROM THE OVERPASS
 AJ4607'OF U.S. HIGHWAY 27 AND STATE ROAD 50 IN CLERMONT, GO SOUTH ON U.S.
 AJ4607'HIGHWAY 27 FOR 2.35 MI (3.78 KM) TO THE MARK ON THE LEFT, SET IN THE
 AJ4607'TOP OF A CONCRETE STORM DRAIN IN THE MEDIAN, FLUSH WITH THE GROUND AND
 AJ4607'3.0 FT (0.9 M) BELOW THE LEVEL OF U.S. HIGHWAY 27. LOCATED 19.0 FT
 AJ4607'(5.8 M) WEST OF THE WEST EDGE OF THE NORTHBOUND LANES OF U.S. HIGHWAY
 AJ4607'27, 5.6 FT (1.7 M) SOUTH OF THE NORTH EDGE OF A 6.0 FT (1.8 M) X 9.0
 AJ4607'FT (2.7 M) CONCRETE STORM DRAIN, 1.6 FT (0.5 M) EAST OF THE WEST EDGE
 AJ4607'OF THE STORM DRAIN AND 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS
 AJ4607'POST.
 AJ4607
 AJ4607                          STATION RECOVERY (2006)
 AJ4607
 AJ4607'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 AJ4607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ4632 ***********************************************************************
 AJ4632  DESIGNATION -  B 466
 AJ4632  PID         -  AJ4632
 AJ4632  STATE/COUNTY-  FL/LAKE
 AJ4632  USGS QUAD   -  CLERMONT WEST (1969)
 AJ4632
 AJ4632                         *CURRENT SURVEY CONTROL
 AJ4632  ___________________________________________________________________
 AJ4632* NAD 83(1986)-  28 32 26.     (N)    081 47 13.     (W)     SCALED    
 AJ4632* NAVD 88     -        30.002  (meters)      98.43   (feet)  ADJUSTED  
 AJ4632  ___________________________________________________________________
 AJ4632  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ4632  DYNAMIC HT  -          29.959 (meters)      98.29  (feet)  COMP
 AJ4632  MODELED GRAV-     979,197.5   (mgal)                       NAVD 88
 AJ4632
 AJ4632  VERT ORDER  -  SECOND    CLASS I
 AJ4632
 AJ4632.The horizontal coordinates were scaled from a topographic map and have
 AJ4632.an estimated accuracy of +/- 6 seconds.
 AJ4632
 AJ4632.The orthometric height was determined by differential leveling
 AJ4632.and adjusted by the National Geodetic Survey in May 2004..
 AJ4632
 AJ4632.The geoid height was determined by GEOID03.
 AJ4632
 AJ4632.The dynamic height is computed by dividing the NAVD 88
 AJ4632.geopotential number by the normal gravity value computed on the
 AJ4632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4632.degrees latitude (g = 980.6199 gals.).
 AJ4632
 AJ4632.The modeled gravity was interpolated from observed gravity values.
 AJ4632
 AJ4632;                    North         East    Units  Estimated Accuracy
 AJ4632;SPC FL E     -   466,370.      122,990.      MT  (+/- 180 meters Scaled)
 AJ4632
 AJ4632                          SUPERSEDED SURVEY CONTROL
 AJ4632
 AJ4632.No superseded survey control is available for this station.
 AJ4632
 AJ4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM230573(NAD 83)
 AJ4632_MARKER: F = FLANGE-ENCASED ROD
 AJ4632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4632_STAMPING: B 466 1997
 AJ4632_MARK LOGO: NGS   
 AJ4632_PROJECTION: FLUSH
 AJ4632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4632+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ4632_ROD/PIPE-DEPTH: 19.5 meters
 AJ4632
 AJ4632  HISTORY     - Date     Condition        Report By
 AJ4632  HISTORY     - 1997     MONUMENTED       FLDEP
 AJ4632
 AJ4632                          STATION DESCRIPTION
 AJ4632
 AJ4632'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AJ4632'THE MARK IS ABOUT 1.3 MI (2.1 KM) SOUTH OF CLERMONT IN SECTION 26,
 AJ4632'TOWNSHIP 22 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE
 AJ4632'INTERSECTION OF STATE ROAD 50 AND COUNTY ROAD 561 ON THE WEST SIDE OF
 AJ4632'CLERMONT, GO SOUTH ON COUNTY ROAD 561 FOR 1.3 MI (2.1 KM) TO A CURVE
 AJ4632'TO THE LEFT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 AJ4632'REFUSAL AT A DEPTH OF 64.0 FT (19.5 M) WITH A LOGO CAP FLUSH WITH THE
 AJ4632'LEVEL OF THE GROUND AND 3.0 FT (0.9 M) BELOW THE LEVEL OF COUNTY ROAD
 AJ4632'561, THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF
 AJ4632'THE LOGO CAP. LOCATED 21.7 FT (6.6 M) WEST OF THE CENTERLINE OF COUNTY
 AJ4632'ROAD 561, 17.5 FT (5.3 M) NORTH OF A 2.0 FT (0.6 M) DIAMETER CYPRESS
 AJ4632'TREE AND 4.0 FT (1.2 M) EAST OF A WOOD POWER POLE NUMBER 785143 AND A
 AJ4632'CARSONITE WITNESS POST. NOTE ACCESS TO DATUM IS HAD THROUGH A 5-INCH
 AJ4632'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7228 ***********************************************************************
 AE7228  DESIGNATION -  B 467
 AE7228  PID         -  AE7228
 AE7228  STATE/COUNTY-  FL/PALM BEACH
 AE7228  USGS QUAD   -  WEST OF BIG LAKE (1990)
 AE7228
 AE7228                         *CURRENT SURVEY CONTROL
 AE7228  ___________________________________________________________________
 AE7228* NAD 83(1986)-  26 27 13.     (N)    080 25 54.     (W)     SCALED    
 AE7228* NAVD 88     -         6.145  (meters)      20.16   (feet)  ADJUSTED  
 AE7228  ___________________________________________________________________
 AE7228  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AE7228  DYNAMIC HT  -           6.136 (meters)      20.13  (feet)  COMP
 AE7228  MODELED GRAV-     979,089.3   (mgal)                       NAVD 88
 AE7228
 AE7228  VERT ORDER  -  FIRST     CLASS II
 AE7228
 AE7228.The horizontal coordinates were scaled from a topographic map and have
 AE7228.an estimated accuracy of +/- 6 seconds.
 AE7228
 AE7228.The orthometric height was determined by differential leveling
 AE7228.and adjusted by the National Geodetic Survey in July 2006..
 AE7228.WARNING-Repeat measurements at this control monument indicate possible
 AE7228.vertical movement.
 AE7228
 AE7228.Photographs are available for this station.
 AE7228
 AE7228.The geoid height was determined by GEOID03.
 AE7228
 AE7228.The dynamic height is computed by dividing the NAVD 88
 AE7228.geopotential number by the normal gravity value computed on the
 AE7228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7228.degrees latitude (g = 980.6199 gals.).
 AE7228
 AE7228.The modeled gravity was interpolated from observed gravity values.
 AE7228
 AE7228;                    North         East    Units  Estimated Accuracy
 AE7228;SPC FL E     -   234,990.      256,680.      MT  (+/- 180 meters Scaled)
 AE7228
 AE7228                          SUPERSEDED SURVEY CONTROL
 AE7228
 AE7228  NAVD 88 (06/21/02)    6.150  (m)           20.18   (f) UNKNOWN     1 2
 AE7228  NAVD 88 (03/30/98)    6.155  (m)           20.19   (f) UNKNOWN     1 2
 AE7228
 AE7228.Superseded values are not recommended for survey control.
 AE7228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7228.See file dsdata.txt to determine how the superseded data were derived.
 AE7228
 AE7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK566260(NAD 83)
 AE7228_MARKER: DD = SURVEY DISK
 AE7228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7228_STAMPING: B 467 1997
 AE7228_MARK LOGO: FLDEP 
 AE7228_PROJECTION: FLUSH
 AE7228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7228+STABILITY: SURFACE MOTION
 AE7228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7228+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 AE7228
 AE7228  HISTORY     - Date     Condition        Report By
 AE7228  HISTORY     - 1997     MONUMENTED       FLDEP
 AE7228  HISTORY     - 20011030 GOOD             GCYI
 AE7228  HISTORY     - 20011102 GOOD             FLDEP
 AE7228  HISTORY     - 20020906 GOOD             FLDEP
 AE7228  HISTORY     - 20030725 GOOD             FLDEP
 AE7228
 AE7228                          STATION DESCRIPTION
 AE7228
 AE7228'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 AE7228'THE MARK IS ABOUT 22.0 MI (35.4 KM) NORTHWEST OF PARKLAND, 1.5 MI (2.4
 AE7228'KM) SOUTH OF FLOOD CONTROL STRUCTURE S-6, ON LEVEE 39 IN THE
 AE7228'LOXAHATCHEE NATIONAL WILDLIFE REFUGE CONSERVATION AREA, IN ESTIMATED
 AE7228'SECTION 10, TOWNSHIP 46 SOUTH, RANGE 39 EAST. TO REACH THE MARK FROM
 AE7228'THE SAWGRASS EXPRESSWAY OVERPASS AND THE JUNCTION OF U.S.  HIGHWAY 441
 AE7228'(STATE ROAD 7) IN PARKLAND, GO NORTH ON U.S.  HIGHWAY 441 (STATE ROAD
 AE7228'7) FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF STATE ROAD 827 ON THE LEFT,
 AE7228'JUST SOUTH OF THE BROWARD-PALM BEACH COUNTY LINE, TURN LEFT ON STATE
 AE7228'ROAD 827 AND GO NORTHWESTERLY FOR 6.3 MI (10.1 KM) TO THE END OF THE
 AE7228'PAVEMENT AND STATE ROAD 827 AND THE ENTRANCE TO LOXAHATCHEE NATIONAL
 AE7228'WILDLIFE REFUGE, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.05 MI (0.08
 AE7228'KM) TO THE TOP OF THE LEVEE, CONTINUE NORTHWEST ON LEVEE ROAD (L-39)
 AE7228'FOR 0.25 MI (0.40 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE,
 AE7228'CONTINUE NORTHWEST ON LEVEE ROAD (L-39) FOR 0.7 MI (1.1 KM) TO A WATER
 AE7228'CONTROL STRUCTURE, CONTINUE NORTHEAST ON LEVEE ROAD (L-39) FOR 2.6 MI
 AE7228'(4.2 KM) TO A WATER CONTROL STRUCTURE, CONTINUE NORTHWEST ON LEVEE
 AE7228'ROAD (L-39) FOR 2.3 MI (3.7 KM) TO A WATER CONTROL STRUCTURE, CONTINUE
 AE7228'NORTHWEST ON LEVEE ROAD (L-39) FOR 5.5 MI (8.9 KM) TO A TURNOUT ON THE
 AE7228'RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AE7228'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND
 AE7228'LEVEL WITH THE LEVEE ROAD. LOCATED 20.4 FT (6.2 M) NORTHEAST OF THE
 AE7228'APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 11.2 FT (3.4 M) SOUTHWEST
 AE7228'OF A SFWMD METAL WITNESS POST. NOTE FOR KEY CONTACT SOUTH FLORIDA
 AE7228'WATER MANAGEMENT DISTRICT 561-686-8800.
 AE7228
 AE7228                          STATION RECOVERY (2001)
 AE7228
 AE7228'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AE7228'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AE7228
 AE7228                          STATION RECOVERY (2001)
 AE7228
 AE7228'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AE7228'RECOVERED IN GOOD CONDITION.
 AE7228'
 AE7228
 AE7228                          STATION RECOVERY (2002)
 AE7228
 AE7228'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AE7228'RECOVERED IN GOOD CONDITION.
 AE7228' 
 AE7228'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTHWEST SIDE OF THE
 AE7228'MONUMENT.
 AE7228' 
 AE7228' 
 AE7228'
 AE7228
 AE7228                          STATION RECOVERY (2003)
 AE7228
 AE7228'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AE7228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9236 ***********************************************************************
 AI9236  DESIGNATION -  B 468
 AI9236  PID         -  AI9236
 AI9236  STATE/COUNTY-  FL/SEMINOLE
 AI9236  USGS QUAD   -  GENEVA (1953)
 AI9236
 AI9236                         *CURRENT SURVEY CONTROL
 AI9236  ___________________________________________________________________
 AI9236* NAD 83(1986)-  28 44 01.     (N)    081 06 53.     (W)     SCALED    
 AI9236* NAVD 88     -        17.536  (meters)      57.53   (feet)  ADJUSTED  
 AI9236  ___________________________________________________________________
 AI9236  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AI9236  DYNAMIC HT  -          17.511 (meters)      57.45  (feet)  COMP
 AI9236  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 AI9236
 AI9236  VERT ORDER  -  SECOND    CLASS I
 AI9236
 AI9236.The horizontal coordinates were scaled from a topographic map and have
 AI9236.an estimated accuracy of +/- 6 seconds.
 AI9236
 AI9236.The orthometric height was determined by differential leveling
 AI9236.and adjusted by the National Geodetic Survey in April 2001..
 AI9236
 AI9236.The geoid height was determined by GEOID03.
 AI9236
 AI9236.The dynamic height is computed by dividing the NAVD 88
 AI9236.geopotential number by the normal gravity value computed on the
 AI9236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9236.degrees latitude (g = 980.6199 gals.).
 AI9236
 AI9236.The modeled gravity was interpolated from observed gravity values.
 AI9236
 AI9236;                    North         East    Units  Estimated Accuracy
 AI9236;SPC FL E     -   487,510.      188,790.      MT  (+/- 180 meters Scaled)
 AI9236
 AI9236                          SUPERSEDED SURVEY CONTROL
 AI9236
 AI9236.No superseded survey control is available for this station.
 AI9236
 AI9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM887784(NAD 83)
 AI9236_MARKER: DD = SURVEY DISK
 AI9236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9236_STAMPING: B 468 1997
 AI9236_MARK LOGO: FLDEP 
 AI9236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9236+STABILITY: SURFACE MOTION
 AI9236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9236+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9236
 AI9236  HISTORY     - Date     Condition        Report By
 AI9236  HISTORY     - 1997     MONUMENTED       FLDEP
 AI9236
 AI9236                          STATION DESCRIPTION
 AI9236
 AI9236'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AI9236'THE MARK IS ABOUT 10.0 MI (16.1 KM) EAST OF SANFORD AT THE NORTHEAST
 AI9236'CORNER OF THE INTERSECTION OF STATE ROAD 46 AND COUNTY ROAD 426 IN
 AI9236'SECTION 22, TOWNSHIP 20 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM
 AI9236'THE INTERSECTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 46 IN SANFORD,
 AI9236'GO EAST ON STATE ROAD 46 FOR 10.9 MI (17.5 KM) TO THE INTERSECTION OF
 AI9236'COUNTY ROAD 426 AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AI9236'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE
 AI9236'ROAD 46. LOCATED 48.0 FT (14.6 M) EAST OF THE CENTERLINE OF COUNTY
 AI9236'ROAD 426, 16.8 FT (5.1 M) NORTHEAST OF THE EDGE OF THE PAVEMENT OF
 AI9236'STATE ROAD 46, 4.5 FT (1.4 M) SOUTHWEST OF A CONCRETE POWER POLE AND
 AI9236'3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9263 ***********************************************************************
 AI9263  DESIGNATION -  B 469
 AI9263  PID         -  AI9263
 AI9263  STATE/COUNTY-  FL/LAKE
 AI9263  USGS QUAD   -  UMATILLA (1985)
 AI9263
 AI9263                         *CURRENT SURVEY CONTROL
 AI9263  ___________________________________________________________________
 AI9263* NAD 83(1986)-  28 57 53.     (N)    081 38 56.     (W)     SCALED    
 AI9263* NAVD 88     -        32.534  (meters)     106.74   (feet)  ADJUSTED  
 AI9263  ___________________________________________________________________
 AI9263  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AI9263  DYNAMIC HT  -          32.488 (meters)     106.59  (feet)  COMP
 AI9263  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 AI9263
 AI9263  VERT ORDER  -  SECOND    CLASS I
 AI9263
 AI9263.The horizontal coordinates were scaled from a topographic map and have
 AI9263.an estimated accuracy of +/- 6 seconds.
 AI9263
 AI9263.The orthometric height was determined by differential leveling
 AI9263.and adjusted by the National Geodetic Survey in April 2001..
 AI9263
 AI9263.Photographs are available for this station.
 AI9263
 AI9263.The geoid height was determined by GEOID03.
 AI9263
 AI9263.The dynamic height is computed by dividing the NAVD 88
 AI9263.geopotential number by the normal gravity value computed on the
 AI9263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9263.degrees latitude (g = 980.6199 gals.).
 AI9263
 AI9263.The modeled gravity was interpolated from observed gravity values.
 AI9263
 AI9263;                    North         East    Units  Estimated Accuracy
 AI9263;SPC FL E     -   513,290.      136,760.      MT  (+/- 180 meters Scaled)
 AI9263
 AI9263                          SUPERSEDED SURVEY CONTROL
 AI9263
 AI9263.No superseded survey control is available for this station.
 AI9263
 AI9263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN367042(NAD 83)
 AI9263_MARKER: F = FLANGE-ENCASED ROD
 AI9263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI9263_STAMPING: B 469 1998
 AI9263_MARK LOGO: NGS   
 AI9263_PROJECTION: FLUSH
 AI9263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9263+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 AI9263_ROD/PIPE-DEPTH: 23.2 meters
 AI9263
 AI9263  HISTORY     - Date     Condition        Report By
 AI9263  HISTORY     - 1998     MONUMENTED       FLDEP
 AI9263  HISTORY     - 20040626 GOOD             FLDEP
 AI9263
 AI9263                          STATION DESCRIPTION
 AI9263
 AI9263'DESCRIBED BY FL DEPT OF ENV PRO 1998 (LGB)
 AI9263'THE MARK IS IN ALTOONA, IN SECTION 31, TOWNSHIP 17 SOUTH, RANGE 27
 AI9263'EAST. THE MARK IS AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 AI9263'ROAD 42 (EASTBOUND) IN ALTOONA, IN THE SOUTHWEST CORNER OF THE LOT, AT
 AI9263'THE SOUTHEAST CORNER OF THE INTERSECTION, A STAINLESS STEEL ROD DRIVEN
 AI9263'TO REFUSAL AT A DEPTH OF 76.0 FT (23.2 M) WITH A LOGO CAP FLUSH WITH
 AI9263'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE U.S.
 AI9263'HIGHWAY 19, THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE
 AI9263'LEVEL OF THE LOGO CAP. LOCATED 121.6 FT (37.1 M) SOUTH OF THE
 AI9263'CENTERLINE OF STATE ROAD 42, 28.9 FT (8.8 M) EAST OF THE CENTERLINE OF
 AI9263'U.S. HIGHWAY 19 AND 3.0 FT (0.9 M) SOUTHEAST OF THE CORNER OF A
 AI9263'CHAINLINK FENCE AND A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM
 AI9263'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AI9263
 AI9263                          STATION RECOVERY (2004)
 AI9263
 AI9263'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AI9263'RECOVERED IN GOOD CONDITION.
 AI9263' 
 AI9263'NOTE THE ROAD MENTIONED SHOULD READ STATE ROAD 19, NOT U.S. HIGHWAY 19
 AI9263'AS STATED IN  ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1079 ***********************************************************************
 BE1079  DESIGNATION -  B 47
 BE1079  PID         -  BE1079
 BE1079  STATE/COUNTY-  FL/WAKULLA
 BE1079  USGS QUAD   -  HILLIARDVILLE (1976)
 BE1079
 BE1079                         *CURRENT SURVEY CONTROL
 BE1079  ___________________________________________________________________
 BE1079* NAD 83(1986)-  30 16 58.     (N)    084 23 58.     (W)     SCALED    
 BE1079* NAVD 88     -        17.999  (meters)      59.05   (feet)  ADJUSTED  
 BE1079  ___________________________________________________________________
 BE1079  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE1079  DYNAMIC HT  -          17.976 (meters)      58.98  (feet)  COMP
 BE1079  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 BE1079
 BE1079  VERT ORDER  -  FIRST     CLASS I
 BE1079
 BE1079.The horizontal coordinates were scaled from a topographic map and have
 BE1079.an estimated accuracy of +/- 6 seconds.
 BE1079
 BE1079.The orthometric height was determined by differential leveling
 BE1079.and adjusted by the National Geodetic Survey in June 1991..
 BE1079
 BE1079.The geoid height was determined by GEOID03.
 BE1079
 BE1079.The dynamic height is computed by dividing the NAVD 88
 BE1079.geopotential number by the normal gravity value computed on the
 BE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1079.degrees latitude (g = 980.6199 gals.).
 BE1079
 BE1079.The modeled gravity was interpolated from observed gravity values.
 BE1079
 BE1079;                    North         East    Units  Estimated Accuracy
 BE1079;SPC FL N     -   142,200.      609,670.      MT  (+/- 180 meters Scaled)
 BE1079
 BE1079                          SUPERSEDED SURVEY CONTROL
 BE1079
 BE1079  NGVD 29 (??/??/92)   18.195  (m)           59.69   (f) ADJ UNCH    1 1
 BE1079
 BE1079.Superseded values are not recommended for survey control.
 BE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1079.See file dsdata.txt to determine how the superseded data were derived.
 BE1079
 BE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU501529(NAD 83)
 BE1079_MARKER: DB = BENCH MARK DISK
 BE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1079_STAMPING: B 47 1934 59.728
 BE1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1079+STABILITY: SURFACE MOTION
 BE1079
 BE1079  HISTORY     - Date     Condition        Report By
 BE1079  HISTORY     - 1934     MONUMENTED       CGS
 BE1079  HISTORY     - 1967     GOOD             NGS
 BE1079
 BE1079                          STATION DESCRIPTION
 BE1079
 BE1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BE1079'12.1 MI SW FROM TALLAHASSEE.
 BE1079'ABOUT 11.7 MILES SOUTHWEST ALONG STATE HIGHWAY 373 FROM THE
 BE1079'SEABOARD AIR LINE RAILROAD OVERPASS AT TALLAHASSEE, THENCE 0.4
 BE1079'MILE SOUTH ALONG FOREST SERVICE ROAD NO. 313, IN SECTION 26,
 BE1079'R 2 W, T 2 S, ABOUT 0.25 MILE SOUTH OF THE INTERSECTION OF STATE
 BE1079'HIGHWAY 267, 108 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 BE1079'A SAND ROAD LEADING SOUTHEAST, 92 1/2 FEET WEST OF THE CENTER
 BE1079'LINE OF THE ROAD, 72 FEET WEST OF A LONE PINE TREE, 0.9 FOOT
 BE1079'NORTH OF A METAL WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE
 BE1079'ROAD AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9165 ***********************************************************************
 AI9165  DESIGNATION -  B 470
 AI9165  PID         -  AI9165
 AI9165  STATE/COUNTY-  FL/SEMINOLE
 AI9165  USGS QUAD   -  SANFORD (1988)
 AI9165
 AI9165                         *CURRENT SURVEY CONTROL
 AI9165  ___________________________________________________________________
 AI9165* NAD 83(1986)-  28 48 57.     (N)    081 16 23.     (W)     SCALED    
 AI9165* NAVD 88     -         2.578  (meters)       8.46   (feet)  ADJUSTED  
 AI9165  ___________________________________________________________________
 AI9165  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AI9165  DYNAMIC HT  -           2.574 (meters)       8.44  (feet)  COMP
 AI9165  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 AI9165
 AI9165  VERT ORDER  -  SECOND    CLASS I
 AI9165
 AI9165.The horizontal coordinates were scaled from a topographic map and have
 AI9165.an estimated accuracy of +/- 6 seconds.
 AI9165
 AI9165.The orthometric height was determined by differential leveling
 AI9165.and adjusted by the National Geodetic Survey in April 2001..
 AI9165
 AI9165.The geoid height was determined by GEOID03.
 AI9165
 AI9165.The dynamic height is computed by dividing the NAVD 88
 AI9165.geopotential number by the normal gravity value computed on the
 AI9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9165.degrees latitude (g = 980.6199 gals.).
 AI9165
 AI9165.The modeled gravity was interpolated from observed gravity values.
 AI9165
 AI9165;                    North         East    Units  Estimated Accuracy
 AI9165;SPC FL E     -   496,650.      173,350.      MT  (+/- 180 meters Scaled)
 AI9165
 AI9165                          SUPERSEDED SURVEY CONTROL
 AI9165
 AI9165.No superseded survey control is available for this station.
 AI9165
 AI9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM733876(NAD 83)
 AI9165_MARKER: DD = SURVEY DISK
 AI9165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9165_STAMPING: B 470 1997
 AI9165_MARK LOGO: FLDEP 
 AI9165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9165+STABILITY: SURFACE MOTION
 AI9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9165+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9165
 AI9165  HISTORY     - Date     Condition        Report By
 AI9165  HISTORY     - 1997     MONUMENTED       FLDEP
 AI9165
 AI9165                          STATION DESCRIPTION
 AI9165
 AI9165'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AI9165'THE MARK IS ON THE SOUTH SHORE OF LAKE MONROE IN SANFORD, AT THE END
 AI9165'OF NORTH FRENCH AVENUE, IN SECTION 24, TOWNSHIP 19 SOUTH, RANGE 30
 AI9165'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 17, 92
 AI9165'(FRENCH AVENUE) AND STATE ROAD 46 (WESTBOUND) IN SANFORD, GO NORTH ON
 AI9165'U.S. HIGHWAYS 17, 92 (FRENCH AVENUE) FOR 0.3 MI (0.5 KM) TO THE END OF
 AI9165'NORTH FRENCH AVENUE AND THE MARK DIRECTLY AHEAD, ON THE EXTENDED
 AI9165'CENTERLINE OF NORTH FRENCH AVENUE, SET IN THE TOP OF A ROUND CONCRETE
 AI9165'MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH FRENCH AVENUE.
 AI9165'LOCATED 5.3 FT (1.6 M) NORTH OF THE NORTH EDGE OF SOUTH SEMINOLE
 AI9165'BOULEVARD, 3.5 FT (1.1 M) SOUTH OF THE WEST POST OF A BARRICADE SIGN
 AI9165'AND 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9189 ***********************************************************************
 AI9189  DESIGNATION -  B 471
 AI9189  PID         -  AI9189
 AI9189  STATE/COUNTY-  FL/VOLUSIA
 AI9189  USGS QUAD   -  DE LAND (1993)
 AI9189
 AI9189                         *CURRENT SURVEY CONTROL
 AI9189  ___________________________________________________________________
 AI9189* NAD 83(1986)-  29 05 25.     (N)    081 21 17.     (W)     SCALED    
 AI9189* NAVD 88     -        24.850  (meters)      81.53   (feet)  ADJUSTED  
 AI9189  ___________________________________________________________________
 AI9189  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AI9189  DYNAMIC HT  -          24.815 (meters)      81.41  (feet)  COMP
 AI9189  MODELED GRAV-     979,249.7   (mgal)                       NAVD 88
 AI9189
 AI9189  VERT ORDER  -  SECOND    CLASS I
 AI9189
 AI9189.The horizontal coordinates were scaled from a topographic map and have
 AI9189.an estimated accuracy of +/- 6 seconds.
 AI9189
 AI9189.The orthometric height was determined by differential leveling
 AI9189.and adjusted by the National Geodetic Survey in April 2001..
 AI9189
 AI9189.The geoid height was determined by GEOID03.
 AI9189
 AI9189.The dynamic height is computed by dividing the NAVD 88
 AI9189.geopotential number by the normal gravity value computed on the
 AI9189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9189.degrees latitude (g = 980.6199 gals.).
 AI9189
 AI9189.The modeled gravity was interpolated from observed gravity values.
 AI9189
 AI9189;                    North         East    Units  Estimated Accuracy
 AI9189;SPC FL E     -   527,090.      165,470.      MT  (+/- 180 meters Scaled)
 AI9189
 AI9189                          SUPERSEDED SURVEY CONTROL
 AI9189
 AI9189.No superseded survey control is available for this station.
 AI9189
 AI9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN654180(NAD 83)
 AI9189_MARKER: DD = SURVEY DISK
 AI9189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9189_STAMPING: B 471 1997
 AI9189_MARK LOGO: FLDEP 
 AI9189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9189+STABILITY: SURFACE MOTION
 AI9189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9189+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9189
 AI9189  HISTORY     - Date     Condition        Report By
 AI9189  HISTORY     - 1997     MONUMENTED       FLDEP
 AI9189
 AI9189                          STATION DESCRIPTION
 AI9189
 AI9189'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB)
 AI9189'THE MARK IS ABOUT 5.3 MI (8.5 KM) NORTHWEST OF DELAND, AT THE
 AI9189'INTERSECTION OF GRAND AVENUE AND LEMON STREET, IN SECTION 43, TOWNSHIP
 AI9189'16 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AI9189'U.S. HIGHWAYS 17, 92 AND STATE ROAD 44 IN DELAND, GO NORTH ON U.S.
 AI9189'HIGHWAYS 17, 92 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF WEST
 AI9189'PLYMOUTH AVENUE, TURN LEFT ON WEST PLYMOUTH AVENUE AND GO WEST FOR 3.0
 AI9189'MI (4.8 KM) TO THE INTERSECTION OF GRAND AVENUE, TURN RIGHT ON GRAND
 AI9189'AVENUE AND GO NORTH FOR 3.35 MI (5.39 KM) TO THE INTERSECTION OF LEMON
 AI9189'STREET AND THE MARK IN THE NORTHEAST CORNER, SET IN THE TOP OF A ROUND
 AI9189'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH GRAND AVENUE.
 AI9189'LOCATED 63.5 FT (19.4 M) EAST OF THE CENTERLINE OF GRAND AVENUE, 27.0
 AI9189'FT (8.2 M) NORTH OF THE CENTERLINE OF LEMON STREET AND 6.0 FT (1.8 M)
 AI9189'NORTH OF A WOODEN POWER POLE AND CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI9211 ***********************************************************************
 AI9211  DESIGNATION -  B 472
 AI9211  PID         -  AI9211
 AI9211  STATE/COUNTY-  FL/PUTNAM
 AI9211  USGS QUAD   -  CRESCENT CITY (1994)
 AI9211
 AI9211                         *CURRENT SURVEY CONTROL
 AI9211  ___________________________________________________________________
 AI9211* NAD 83(1986)-  29 24 43.     (N)    081 30 34.     (W)     SCALED    
 AI9211* NAVD 88     -         8.647  (meters)      28.37   (feet)  ADJUSTED  
 AI9211  ___________________________________________________________________
 AI9211  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AI9211  DYNAMIC HT  -           8.635 (meters)      28.33  (feet)  COMP
 AI9211  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 AI9211
 AI9211  VERT ORDER  -  SECOND    CLASS I
 AI9211
 AI9211.The horizontal coordinates were scaled from a topographic map and have
 AI9211.an estimated accuracy of +/- 6 seconds.
 AI9211
 AI9211.The orthometric height was determined by differential leveling
 AI9211.and adjusted by the National Geodetic Survey in April 2001..
 AI9211
 AI9211.The geoid height was determined by GEOID03.
 AI9211
 AI9211.The dynamic height is computed by dividing the NAVD 88
 AI9211.geopotential number by the normal gravity value computed on the
 AI9211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9211.degrees latitude (g = 980.6199 gals.).
 AI9211
 AI9211.The modeled gravity was interpolated from observed gravity values.
 AI9211
 AI9211;                    North         East    Units  Estimated Accuracy
 AI9211;SPC FL E     -   562,800.      150,560.      MT  (+/- 180 meters Scaled)
 AI9211
 AI9211                          SUPERSEDED SURVEY CONTROL
 AI9211
 AI9211.No superseded survey control is available for this station.
 AI9211
 AI9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN505537(NAD 83)
 AI9211_MARKER: DD = SURVEY DISK
 AI9211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9211_STAMPING: B 472 1998
 AI9211_MARK LOGO: FLDEP 
 AI9211_PROJECTION: FLUSH
 AI9211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9211+STABILITY: SURFACE MOTION
 AI9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9211+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 AI9211
 AI9211  HISTORY     - Date     Condition        Report By
 AI9211  HISTORY     - 1998     MONUMENTED       FLDEP
 AI9211  HISTORY     - 20010511 GOOD             FLDEP
 AI9211  HISTORY     - 20020807 GOOD             FLDEP
 AI9211
 AI9211                          STATION DESCRIPTION
 AI9211
 AI9211'DESCRIBED BY FL DEPT OF ENV PRO 1998 (LGB)
 AI9211'THE MARK IS ABOUT 1.0 MI (1.6 KM) SOUTH OF CRESENT CITY, AT THE
 AI9211'JUNCTION OF U.S. HIGHWAY 17 AND A DRIVEWAY FOR DR. JOHN COLLETT, IN
 AI9211'SECTION 31, TOWNSHIP 12 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM
 AI9211'THE JUNCTION OF U.S. HIGHWAY 17 AND COUNTY ROAD 308 ON THE NORTH SIDE
 AI9211'OF CRESENT CITY, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.75 MI (2.82 KM) TO
 AI9211'A DRIVEWAY FOR DR.  JOHN COLLETT AND THE MARK ON THE LEFT, SET IN THE
 AI9211'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI9211'WITH U.S. HIGHWAY 17. LOCATED 59.0 FT (18.0 M) EAST OF THE CENTERLINE
 AI9211'OF U.S. HIGHWAY 17, 15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF THE
 AI9211'DRIVEWAY AND 10.0 FT (3.0 M) WEST OF A POWER POLE AND CARSONITE
 AI9211'WITNESS POST.
 AI9211
 AI9211                          STATION RECOVERY (2001)
 AI9211
 AI9211'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI9211'RECOVERED AS DESCRIBED.
 AI9211'
 AI9211
 AI9211                          STATION RECOVERY (2002)
 AI9211
 AI9211'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI9211'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI7622 ***********************************************************************
 AI7622  DESIGNATION -  B 473
 AI7622  PID         -  AI7622
 AI7622  STATE/COUNTY-  FL/ALACHUA
 AI7622  USGS QUAD   -  MCINTOSH (1984)
 AI7622
 AI7622                         *CURRENT SURVEY CONTROL
 AI7622  ___________________________________________________________________
 AI7622* NAD 83(1986)-  29 28 40.     (N)    082 09 34.     (W)     SCALED    
 AI7622* NAVD 88     -        19.887  (meters)      65.25   (feet)  ADJUSTED  
 AI7622  ___________________________________________________________________
 AI7622  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AI7622  DYNAMIC HT  -          19.860 (meters)      65.16  (feet)  COMP
 AI7622  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 AI7622
 AI7622  VERT ORDER  -  SECOND    CLASS I
 AI7622
 AI7622.The horizontal coordinates were scaled from a topographic map and have
 AI7622.an estimated accuracy of +/- 6 seconds.
 AI7622
 AI7622.The orthometric height was determined by differential leveling
 AI7622.and adjusted by the National Geodetic Survey in January 2001..
 AI7622
 AI7622.The geoid height was determined by GEOID03.
 AI7622
 AI7622.The dynamic height is computed by dividing the NAVD 88
 AI7622.geopotential number by the normal gravity value computed on the
 AI7622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7622.degrees latitude (g = 980.6199 gals.).
 AI7622
 AI7622.The modeled gravity was interpolated from observed gravity values.
 AI7622
 AI7622;                    North         East    Units  Estimated Accuracy
 AI7622;SPC FL N     -    55,290.      826,990.      MT  (+/- 180 meters Scaled)
 AI7622
 AI7622                          SUPERSEDED SURVEY CONTROL
 AI7622
 AI7622.No superseded survey control is available for this station.
 AI7622
 AI7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN875614(NAD 83)
 AI7622_MARKER: DD = SURVEY DISK
 AI7622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7622_STAMPING: B 473 1998
 AI7622_MARK LOGO: FLDEP 
 AI7622_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7622+STABILITY: SURFACE MOTION
 AI7622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7622+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI7622
 AI7622  HISTORY     - Date     Condition        Report By
 AI7622  HISTORY     - 1998     MONUMENTED       FLDEP
 AI7622
 AI7622                          STATION DESCRIPTION
 AI7622
 AI7622'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7622'THE MARK IS ON THE NORTHEAST SIDE OF ORANGE LAKE, ABOUT 5.0 MI (8.0
 AI7622'KM) NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 1, TOWNSHIP 12
 AI7622'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7622'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7622'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7622'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7622'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7622'WESTERLY FOR 3.7 MI (6.0 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 AI7622'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 AI7622'ABOVE THE LEVEL OF COUNTY ROAD 325. LOCATED 116.0 FT (35.4 M) EAST OF
 AI7622'THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY TO CROSS CREEK FIRE
 AI7622'DEPT, 93.0 FT (28.3 M) NORTH OF A WELCOME TO CROSS CREEK SIGN, 31.3 FT
 AI7622'(9.5 M) EAST OF THE CENTERLINE OF COUNTY ROAD 325, 22.0 FT (6.7 M)
 AI7622'EAST OF THE NORTHEAST CORNER OF A FENCE, 2.0 FT (0.6 M) NORTH OF A
 AI7622'LOCHLOOSA WILDLIFE CONSERVATION AREA SIGN AND 1.5 FT (0.5 M) WEST OF A
 AI7622'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AH8847 ***********************************************************************
 AH8847  DESIGNATION -  B 474
 AH8847  PID         -  AH8847
 AH8847  STATE/COUNTY-  FL/OSCEOLA
 AH8847  USGS QUAD   -  FORT KISSIMMEE NW (1972)
 AH8847
 AH8847                         *CURRENT SURVEY CONTROL
 AH8847  ___________________________________________________________________
 AH8847* NAD 83(1986)-  27 39 18.     (N)    081 07 54.     (W)     SCALED    
 AH8847* NAVD 88     -        14.401  (meters)      47.25   (feet)  ADJUSTED  
 AH8847  ___________________________________________________________________
 AH8847  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH8847  DYNAMIC HT  -          14.380 (meters)      47.18  (feet)  COMP
 AH8847  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 AH8847
 AH8847  VERT ORDER  -  SECOND    CLASS I
 AH8847
 AH8847.The horizontal coordinates were scaled from a topographic map and have
 AH8847.an estimated accuracy of +/- 6 seconds.
 AH8847
 AH8847.The orthometric height was determined by differential leveling
 AH8847.and adjusted by the National Geodetic Survey in July 1999..
 AH8847.No vertical observational check was made to the station.
 AH8847
 AH8847.The geoid height was determined by GEOID03.
 AH8847
 AH8847.The dynamic height is computed by dividing the NAVD 88
 AH8847.geopotential number by the normal gravity value computed on the
 AH8847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8847.degrees latitude (g = 980.6199 gals.).
 AH8847
 AH8847.The modeled gravity was interpolated from observed gravity values.
 AH8847
 AH8847;                    North         East    Units  Estimated Accuracy
 AH8847;SPC FL E     -   367,990.      187,010.      MT  (+/- 180 meters Scaled)
 AH8847
 AH8847                          SUPERSEDED SURVEY CONTROL
 AH8847
 AH8847.No superseded survey control is available for this station.
 AH8847
 AH8847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML870589(NAD 83)
 AH8847_MARKER: DD = SURVEY DISK
 AH8847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8847_STAMPING: B 474 1998
 AH8847_MARK LOGO: FLDEP 
 AH8847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8847+STABILITY: SURFACE MOTION
 AH8847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8847+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2002
 AH8847
 AH8847  HISTORY     - Date     Condition        Report By
 AH8847  HISTORY     - 1998     MONUMENTED       FLDEP
 AH8847  HISTORY     - 20010909 GOOD             FLDEP
 AH8847  HISTORY     - 20020922 GOOD             FLDEP
 AH8847
 AH8847                          STATION DESCRIPTION
 AH8847
 AH8847'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AH8847'THE MARK IS ABOUT 39.5 MI (63.6 KM) SOUTHEAST OF LAKE WALES IN SECTION
 AH8847'33, TOWNSHIP 32 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM THE
 AH8847'INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AH8847'EAST-SOUTHEAST ON STATE ROAD 60 FOR 26.9 MI (43.3 KM) TO THE WEST END
 AH8847'OF THE BRIDGE OVER THE KISSIMMEE RIVER, CONTINUE EAST FOR 11.05 MI
 AH8847'(17.78 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT, TURN RIGHT ON
 AH8847'THE DIRT ROAD AND GO SOUTH FOR 5.6 MI (9.0 KM) TO A Y-JUNCTION, BEAR
 AH8847'LEFT AND GO SOUTH ON THE DIRT ROAD FOR 2.55 MI (4.10 KM) TO THE
 AH8847'JUNCTION OF A DIM TRAIL ON THE LEFT LEADING SOUTH ALONG THE FENCE
 AH8847'LINE, TURN LEFT ON THE DIM TRAIL AND GO SOUTH FOR 0.4 MI (0.6 KM) TO
 AH8847'THE MARK ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT 0.1 FT
 AH8847'(3.0 CM) ABOVE THE LEVEL OF THE GROUND AND THE TRAIL. LOCATED
 AH8847'APPROXIMATELY 75.0 FT (22.9 M) EAST OF KISSIMMEE RIVER, 24.2 FT (7.4
 AH8847'M) EAST OF THE APPROXIMATE CENTERLINE OF THE BERM TRAIL AND 1.3 FT
 AH8847'(0.4 M) WEST OF A CARSONITE WITNESS POST AND BARBWIRE FENCE.
 AH8847
 AH8847                          STATION RECOVERY (2001)
 AH8847
 AH8847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AH8847'RECOVERED AS DESCRIBED.
 AH8847' 
 AH8847' 
 AH8847'
 AH8847
 AH8847                          STATION RECOVERY (2002)
 AH8847
 AH8847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AH8847'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6671 ***********************************************************************
 DE6671  DESIGNATION -  B 475
 DE6671  PID         -  DE6671
 DE6671  STATE/COUNTY-  FL/VOLUSIA
 DE6671  USGS QUAD   -  LAKE ASHBY (1988)
 DE6671
 DE6671                         *CURRENT SURVEY CONTROL
 DE6671  ___________________________________________________________________
 DE6671* NAD 83(1986)-  28 55 31.     (N)    081 06 53.     (W)     SCALED    
 DE6671* NAVD 88     -         8.689  (meters)      28.51   (feet)  ADJUSTED  
 DE6671  ___________________________________________________________________
 DE6671  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DE6671  DYNAMIC HT  -           8.677 (meters)      28.47  (feet)  COMP
 DE6671  MODELED GRAV-     979,255.9   (mgal)                       NAVD 88
 DE6671
 DE6671  VERT ORDER  -  SECOND    CLASS I
 DE6671
 DE6671.The horizontal coordinates were scaled from a topographic map and have
 DE6671.an estimated accuracy of +/- 6 seconds.
 DE6671
 DE6671.The orthometric height was determined by differential leveling
 DE6671.and adjusted by the National Geodetic Survey in May 2004..
 DE6671
 DE6671.The geoid height was determined by GEOID03.
 DE6671
 DE6671.The dynamic height is computed by dividing the NAVD 88
 DE6671.geopotential number by the normal gravity value computed on the
 DE6671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6671.degrees latitude (g = 980.6199 gals.).
 DE6671
 DE6671.The modeled gravity was interpolated from observed gravity values.
 DE6671
 DE6671;                    North         East    Units  Estimated Accuracy
 DE6671;SPC FL E     -   508,750.      188,810.      MT  (+/- 180 meters Scaled)
 DE6671
 DE6671                          SUPERSEDED SURVEY CONTROL
 DE6671
 DE6671.No superseded survey control is available for this station.
 DE6671
 DE6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM888997(NAD 83)
 DE6671_MARKER: DD = SURVEY DISK
 DE6671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6671_STAMPING: B 475 1998
 DE6671_MARK LOGO: FLDEP 
 DE6671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6671+STABILITY: SURFACE MOTION
 DE6671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6671+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6671
 DE6671  HISTORY     - Date     Condition        Report By
 DE6671  HISTORY     - 1998     MONUMENTED       FLDEP
 DE6671
 DE6671                          STATION DESCRIPTION
 DE6671
 DE6671'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6671'THE MARK IS ABOUT 14.3 MI (23.0 KM) NORTHEAST OF SANFORD, 6.2 MI (10.0
 DE6671'KM) NORTHEAST OF OSTEEN IN SECTION 15, TOWNSHIP 18 SOUTH, RANGE 32
 DE6671'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 AND
 DE6671'STATE ROAD 415 IN OSTEEN, GO NORTHEAST ON STATE ROAD 415 FOR 6.15 MI
 DE6671'(9.90 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 DE6671'MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DE6671'STATE ROAD 415. LOCATED 79.0 FT (24.1 M) SOUTHWEST OF THE CENTERLINE
 DE6671'OF A BOX CULVERT, 50.7 SOUTHEAST OF THE CENTERLINE OF STATE ROAD 415,
 DE6671'28.3 FT (8.6 M) SOUTHEAST OF A METAL GUARDRAIL, 5.3 FT (1.6 M)
 DE6671'NORTHWEST OF A BARBED WIRE FENCE, 1.5 FT (0.5 M) NORTHEAST OF A
 DE6671'RIGHT-OF-WAY MARKER AND 1.4 FT (0.4 M) NORTHWEST OF A CARSONITE
 DE6671'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6724 ***********************************************************************
 DE6724  DESIGNATION -  B 476
 DE6724  PID         -  DE6724
 DE6724  STATE/COUNTY-  FL/VOLUSIA
 DE6724  USGS QUAD   -  DAYTONA BEACH NW (1993)
 DE6724
 DE6724                         *CURRENT SURVEY CONTROL
 DE6724  ___________________________________________________________________
 DE6724* NAD 83(1986)-  29 07 36.     (N)    081 09 53.     (W)     SCALED    
 DE6724* NAVD 88     -        10.676  (meters)      35.03   (feet)  ADJUSTED  
 DE6724  ___________________________________________________________________
 DE6724  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DE6724  DYNAMIC HT  -          10.662 (meters)      34.98  (feet)  COMP
 DE6724  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 DE6724
 DE6724  VERT ORDER  -  SECOND    CLASS I
 DE6724
 DE6724.The horizontal coordinates were scaled from a topographic map and have
 DE6724.an estimated accuracy of +/- 6 seconds.
 DE6724
 DE6724.The orthometric height was determined by differential leveling
 DE6724.and adjusted by the National Geodetic Survey in May 2004..
 DE6724
 DE6724.The geoid height was determined by GEOID03.
 DE6724
 DE6724.The dynamic height is computed by dividing the NAVD 88
 DE6724.geopotential number by the normal gravity value computed on the
 DE6724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6724.degrees latitude (g = 980.6199 gals.).
 DE6724
 DE6724.The modeled gravity was interpolated from observed gravity values.
 DE6724
 DE6724;                    North         East    Units  Estimated Accuracy
 DE6724;SPC FL E     -   531,080.      183,970.      MT  (+/- 180 meters Scaled)
 DE6724
 DE6724                          SUPERSEDED SURVEY CONTROL
 DE6724
 DE6724.No superseded survey control is available for this station.
 DE6724
 DE6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN839220(NAD 83)
 DE6724_MARKER: F = FLANGE-ENCASED ROD
 DE6724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6724_STAMPING: B 476 1998
 DE6724_MARK LOGO: NGS   
 DE6724_PROJECTION: FLUSH
 DE6724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6724+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6724_ROD/PIPE-DEPTH: 24.4 meters
 DE6724
 DE6724  HISTORY     - Date     Condition        Report By
 DE6724  HISTORY     - 1998     MONUMENTED       FLDEP
 DE6724
 DE6724                          STATION DESCRIPTION
 DE6724
 DE6724'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6724'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTHEAST OF DELAND, 10.9 MI (17.5
 DE6724'KM) SOUTHWEST OF DAYTONA BEACH IN SECTION 11, TOWNSHIP 16 SOUTH, RANGE
 DE6724'31 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17
 DE6724'(WOODLAND BOULEVARD) AND U.S. HIGHWAY 92 (INTERNATIONAL SPEEDWAY
 DE6724'BOULEVARD) ON THE NORTH SIDE OF DELAND, GO EAST ON U.S. HIGHWAY 92
 DE6724'(INTERNATIONAL SPEEDWAY BOULEVARD) FOR 10.1 MI (16.3 KM) TO THE MARK
 DE6724'ON THE LEFT, 0.2 MI (0.3 KM) WEST OF A TURN-A-ROUND, A STAINLESS STEEL
 DE6724'ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO
 DE6724'CAP FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM) BELOW THE WESTBOUND
 DE6724'LANES OF U.S. HIGHWAY 92, THE DATUM POINT IS RECESSED 0.6 FT (18.3 CM)
 DE6724'BELOW THE LEVEL OF THE LOGO CAP. LOCATED 47.7 FT (14.5 M) NORTHWEST OF
 DE6724'THE CENTERLINE OF THE WESTBOUND LANES OF U.S. HIGHWAY 92, 32.3 FT (9.8
 DE6724'M) WEST OF A HIGHWAY SIGN (STETSON UNIVERSITY), 31.0 FT (9.4 M)
 DE6724'SOUTHEAST OF A DOT RIGHT-OF-WAY MARKER, 19.0 FT (5.8 M) NORTHWEST OF A
 DE6724'3-INCH PVC GAS WARNING PIPELINE WITNESS POST, 12.5 FT (3.8 M)
 DE6724'SOUTHEAST OF THE APPROXIMATE CENTER OF A DITCH AND 1.0 FT (0.3 M)
 DE6724'SOUTHEAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT
 DE6724'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6752 ***********************************************************************
 DE6752  DESIGNATION -  B 477
 DE6752  PID         -  DE6752
 DE6752  STATE/COUNTY-  FL/VOLUSIA
 DE6752  USGS QUAD   -  FAVORETTA (1993)
 DE6752
 DE6752                         *CURRENT SURVEY CONTROL
 DE6752  ___________________________________________________________________
 DE6752* NAD 83(1986)-  29 15 25.     (N)    081 09 53.     (W)     SCALED    
 DE6752* NAVD 88     -         8.913  (meters)      29.24   (feet)  ADJUSTED  
 DE6752  ___________________________________________________________________
 DE6752  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DE6752  DYNAMIC HT  -           8.900 (meters)      29.20  (feet)  COMP
 DE6752  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 DE6752
 DE6752  VERT ORDER  -  SECOND    CLASS I
 DE6752
 DE6752.The horizontal coordinates were scaled from a topographic map and have
 DE6752.an estimated accuracy of +/- 6 seconds.
 DE6752
 DE6752.The orthometric height was determined by differential leveling
 DE6752.and adjusted by the National Geodetic Survey in May 2004..
 DE6752
 DE6752.The geoid height was determined by GEOID03.
 DE6752
 DE6752.The dynamic height is computed by dividing the NAVD 88
 DE6752.geopotential number by the normal gravity value computed on the
 DE6752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6752.degrees latitude (g = 980.6199 gals.).
 DE6752
 DE6752.The modeled gravity was interpolated from observed gravity values.
 DE6752
 DE6752;                    North         East    Units  Estimated Accuracy
 DE6752;SPC FL E     -   545,520.      183,990.      MT  (+/- 180 meters Scaled)
 DE6752
 DE6752                          SUPERSEDED SURVEY CONTROL
 DE6752
 DE6752.No superseded survey control is available for this station.
 DE6752
 DE6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN839364(NAD 83)
 DE6752_MARKER: DD = SURVEY DISK
 DE6752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6752_STAMPING: B 477 1999
 DE6752_MARK LOGO: FLDEP 
 DE6752_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6752+STABILITY: SURFACE MOTION
 DE6752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6752+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6752
 DE6752  HISTORY     - Date     Condition        Report By
 DE6752  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6752  HISTORY     - 20060110 GOOD             USPSQD
 DE6752
 DE6752                          STATION DESCRIPTION
 DE6752
 DE6752'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6752'THE MARK IS ABOUT 17.0 MI (27.4 KM) NORTHEAST OF BARBERVILLE, 6.3 MI
 DE6752'(10.1 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 IN SECTION 27,
 DE6752'TOWNSHIP 14 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE
 DE6752'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 ON THE WEST
 DE6752'SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40 FOR 3.05 MI (4.91
 DE6752'KM) TO THE JUNCTION OF SHADOW CROSSINGS BOULEVARD ON THE RIGHT AND THE
 DE6752'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DE6752'WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 40.
 DE6752'LOCATED 35.0 FT (10.7 M) SOUTHWEST OF THE CENTERLINE OF STATE ROAD 40,
 DE6752'23.0 FT (7.0 M) EAST OF THE EXTENDED CENTERLINE OF SHADOW CROSSINGS
 DE6752'BOULEVARD, 1.5 FT (0.5 M) NORTHEAST OF THE WEST END OF THE GUARDRAIL
 DE6752'AND 1.2 FT (0.4 M) NORTHEAST OF THE METAL GUARDRAIL.
 DE6752
 DE6752                          STATION RECOVERY (2006)
 DE6752
 DE6752'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6710 ***********************************************************************
 DE6710  DESIGNATION -  B 478
 DE6710  PID         -  DE6710
 DE6710  STATE/COUNTY-  FL/FLAGLER
 DE6710  USGS QUAD   -  CODYS CORNER (1993)
 DE6710
 DE6710                         *CURRENT SURVEY CONTROL
 DE6710  ___________________________________________________________________
 DE6710* NAD 83(1986)-  29 22 27.     (N)    081 18 41.     (W)     SCALED    
 DE6710* NAVD 88     -         4.314  (meters)      14.15   (feet)  ADJUSTED  
 DE6710  ___________________________________________________________________
 DE6710  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DE6710  DYNAMIC HT  -           4.308 (meters)      14.13  (feet)  COMP
 DE6710  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
 DE6710
 DE6710  VERT ORDER  -  SECOND    CLASS I
 DE6710
 DE6710.The horizontal coordinates were scaled from a topographic map and have
 DE6710.an estimated accuracy of +/- 6 seconds.
 DE6710
 DE6710.The orthometric height was determined by differential leveling
 DE6710.and adjusted by the National Geodetic Survey in May 2004..
 DE6710
 DE6710.The geoid height was determined by GEOID03.
 DE6710
 DE6710.The dynamic height is computed by dividing the NAVD 88
 DE6710.geopotential number by the normal gravity value computed on the
 DE6710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6710.degrees latitude (g = 980.6199 gals.).
 DE6710
 DE6710.The modeled gravity was interpolated from observed gravity values.
 DE6710
 DE6710;                    North         East    Units  Estimated Accuracy
 DE6710;SPC FL E     -   558,540.      169,770.      MT  (+/- 180 meters Scaled)
 DE6710
 DE6710                          SUPERSEDED SURVEY CONTROL
 DE6710
 DE6710.No superseded survey control is available for this station.
 DE6710
 DE6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN697494(NAD 83)
 DE6710_MARKER: DD = SURVEY DISK
 DE6710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6710_STAMPING: B 478 1999
 DE6710_MARK LOGO: FLDEP 
 DE6710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6710+STABILITY: SURFACE MOTION
 DE6710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6710+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6710
 DE6710  HISTORY     - Date     Condition        Report By
 DE6710  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6710
 DE6710                          STATION DESCRIPTION
 DE6710
 DE6710'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6710'THE MARK IS ABOUT 23.2 MI (37.3 KM) NORTH OF DELAND, 7.5 MI (12.1 KM)
 DE6710'SOUTH OF BUNNELL IN SECTION 18, TOWNSHIP 13 SOUTH, RANGE 30 EAST. TO
 DE6710'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, STATE ROAD 100 AND
 DE6710'STATE ROAD 11 (MOODY BOULEVARD) IN BUNNELL, GO SOUTHWEST ON STATE ROAD
 DE6710'11 (MOODY BOULEVARD) FOR 7.45 MI (11.99 KM) TO THE MARK ON THE RIGHT,
 DE6710'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DE6710'ABOUT LEVEL WITH STATE ROAD 11. LOCATED 133.0 FT (40.5 M) SOUTH OF THE
 DE6710'APPROXIMATE CENTERLINE OF A DIM TRACK ROAD LEADING WEST, 42.2 FT (12.9
 DE6710'M) EAST OF A BARBWIRE FENCE, 39.9 FT (12.2 M) WEST OF THE CENTERLINE
 DE6710'OF STATE ROAD 11 AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6778 ***********************************************************************
 DE6778  DESIGNATION -  B 479
 DE6778  PID         -  DE6778
 DE6778  STATE/COUNTY-  FL/FLAGLER
 DE6778  USGS QUAD   -  ST JOHNS PARK (1983)
 DE6778
 DE6778                         *CURRENT SURVEY CONTROL
 DE6778  ___________________________________________________________________
 DE6778* NAD 83(1986)-  29 28 53.     (N)    081 24 18.     (W)     SCALED    
 DE6778* NAVD 88     -         6.702  (meters)      21.99   (feet)  ADJUSTED  
 DE6778  ___________________________________________________________________
 DE6778  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DE6778  DYNAMIC HT  -           6.692 (meters)      21.96  (feet)  COMP
 DE6778  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 DE6778
 DE6778  VERT ORDER  -  SECOND    CLASS I
 DE6778
 DE6778.The horizontal coordinates were scaled from a topographic map and have
 DE6778.an estimated accuracy of +/- 6 seconds.
 DE6778
 DE6778.The orthometric height was determined by differential leveling
 DE6778.and adjusted by the National Geodetic Survey in May 2004..
 DE6778
 DE6778.The geoid height was determined by GEOID03.
 DE6778
 DE6778.The dynamic height is computed by dividing the NAVD 88
 DE6778.geopotential number by the normal gravity value computed on the
 DE6778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6778.degrees latitude (g = 980.6199 gals.).
 DE6778
 DE6778.The modeled gravity was interpolated from observed gravity values.
 DE6778
 DE6778;                    North         East    Units  Estimated Accuracy
 DE6778;SPC FL E     -   570,450.      160,720.      MT  (+/- 180 meters Scaled)
 DE6778
 DE6778                          SUPERSEDED SURVEY CONTROL
 DE6778
 DE6778.No superseded survey control is available for this station.
 DE6778
 DE6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN607613(NAD 83)
 DE6778_MARKER: DD = SURVEY DISK
 DE6778_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE6778_SP_SET: BRIDGE ABUTMENT
 DE6778_STAMPING: B 479 1999
 DE6778_MARK LOGO: FLDEP 
 DE6778_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6778+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6778
 DE6778  HISTORY     - Date     Condition        Report By
 DE6778  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6778
 DE6778                          STATION DESCRIPTION
 DE6778
 DE6778'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6778'THE MARK IS ABOUT 19.8 MI (31.9 KM) SOUTHEAST OF PALATKA, 14.8 MI
 DE6778'(23.8 KM) EAST OF SAN MATEO, 9.0 MI (14.5 KM) WEST OF BUNNELL ON STATE
 DE6778'ROAD 100 IN SECTION 5, TOWNSHIP 12 SOUTH, RANGE 29 EAST. TO REACH THE
 DE6778'MARK FROM THE JUNCTION OF STATE ROAD 11 (MOODY BOULEVARD) AND U.S.
 DE6778'HIGHWAY 1, STATE ROAD 100 IN BUNNELL, GO NORTH ON U.S. HIGHWAY 1,
 DE6778'STATE ROAD 100 FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 100
 DE6778'ON THE RIGHT, TURN RIGHT ON STATE ROAD 100 AND GO NORTHERLY THEN WEST
 DE6778'CROSSING BACK OVER U.S. HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO THE JUNCTION
 DE6778'OF COUNTY ROAD 55 AND THE MARK ON THE RIGHT, SET IN THE TOP OF THE
 DE6778'SOUTHEAST END OF THE BRIDGE ABUTMENT, 2.0 FT (0.6 M) BELOW THE LEVEL
 DE6778'OF THE GROUND AND COUNTY ROAD 55. LOCATED 47.5 FT (14.5 M) NORTH OF
 DE6778'THE CENTERLINE OF STATE ROAD 100, 17.0 FT (5.2 M) EAST OF THE
 DE6778'APPROXIMATE CENTERLINE OF COUNTY ROAD 55, 2.5 FT (0.8 M) NORTHEAST OF
 DE6778'THE NORTH END OF A METAL GUARDRAIL, 1.5 FT (0.5 M) NORTH OF A
 DE6778'CARSONITE WITNESS POST AND 1.0 FT (0.3 M) WEST OF THE EAST END OF
 DE6778'BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0463 ***********************************************************************
 BD0463  DESIGNATION -  B 48
 BD0463  PID         -  BD0463
 BD0463  STATE/COUNTY-  FL/TAYLOR
 BD0463  USGS QUAD   -  NUTALL RISE (1993)
 BD0463
 BD0463                         *CURRENT SURVEY CONTROL
 BD0463  ___________________________________________________________________
 BD0463* NAD 83(1986)-  30 07 42.     (N)    083 58 06.     (W)     SCALED    
 BD0463* NAVD 88     -         0.977  (meters)       3.21   (feet)  ADJUSTED  
 BD0463  ___________________________________________________________________
 BD0463  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BD0463  DYNAMIC HT  -           0.976 (meters)       3.20  (feet)  COMP
 BD0463  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 BD0463
 BD0463  VERT ORDER  -  FIRST     CLASS II
 BD0463
 BD0463.The horizontal coordinates were scaled from a topographic map and have
 BD0463.an estimated accuracy of +/- 6 seconds.
 BD0463
 BD0463.The orthometric height was determined by differential leveling
 BD0463.and adjusted by the National Geodetic Survey in June 1991..
 BD0463
 BD0463.The geoid height was determined by GEOID03.
 BD0463
 BD0463.The dynamic height is computed by dividing the NAVD 88
 BD0463.geopotential number by the normal gravity value computed on the
 BD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0463.degrees latitude (g = 980.6199 gals.).
 BD0463
 BD0463.The modeled gravity was interpolated from observed gravity values.
 BD0463
 BD0463;                    North         East    Units  Estimated Accuracy
 BD0463;SPC FL N     -   125,190.      651,230.      MT  (+/- 180 meters Scaled)
 BD0463
 BD0463                          SUPERSEDED SURVEY CONTROL
 BD0463
 BD0463  NGVD 29 (??/??/92)    1.182  (m)            3.88   (f) ADJ UNCH    1 2
 BD0463
 BD0463.Superseded values are not recommended for survey control.
 BD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0463.See file dsdata.txt to determine how the superseded data were derived.
 BD0463
 BD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP140367(NAD 83)
 BD0463_MARKER: DB = BENCH MARK DISK
 BD0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0463_STAMPING: 3.878 B 48 1934
 BD0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0463+STABILITY: SURFACE MOTION
 BD0463
 BD0463  HISTORY     - Date     Condition        Report By
 BD0463  HISTORY     - 1934     MONUMENTED       CGS
 BD0463  HISTORY     - 1954     GOOD             NGS
 BD0463  HISTORY     - 1973     GOOD             ATT
 BD0463  HISTORY     - 1990     GOOD             USPSQD
 BD0463
 BD0463                          STATION DESCRIPTION
 BD0463
 BD0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0463'17.2 MI SE FROM NEWPORT.
 BD0463'15.2 MILES EAST ALONG U.S. HIGHWAY 98 FROM BRIDGE OVER ST. MARKS
 BD0463'RIVER AT NEWPORT TO A POINT ABOUT 1.7 MILE EAST OF BRIDGE OVER
 BD0463'AUCILLA RIVER, THENCE ABOUT 1.35 MILE SOUTHWEST ALONG A SAND
 BD0463'ROAD, THENCE ABOUT 0.7 MILE WEST ALONG A ROAD FOLLOWING OLD
 BD0463'RAILROAD GRADE OF LIVE OAK, PERRY AND GULF RAILROAD, ABOUT 1/4
 BD0463'MILE EAST OF AUDILLA RIVER, ABOUT 0.35 MILE NORTHEAST OF PUCKETT
 BD0463'BROS. CAMP AT PLACE LOCALLY KNOWN AS MANDALAY, 15 FEET SOUTH OF
 BD0463'CENTER LINE OF OLD ROAD, 107 FEET EAST OF SOUTHEAST CORNER OF A
 BD0463'65-FOOT WOODEN BRIDGE OVER A MARSH, 17 1/2 FEET NORTH OF FIRST POWER
 BD0463'POLE EAST OF BRIDGE, ABOUT 2 FEET BELOW OLD RAILROAD BED AND SET
 BD0463'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY
 BD0463'BE REACHED FROM PERRY, TAYLOR COUNTY BY GOING ABOUT 22.85 MILES
 BD0463'WEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF U.S. HIGHWAY 19
 BD0463'TO A POINT ABOUT 1.7 MILE EAST OF BRIDGE OVER AUCILLA RIVER, THENCE
 BD0463'ABOUT 1.35 MILE SOUTHWEST ALONG A SAND ROAD, THENCE ABOUT 0.7
 BD0463'MILE WEST ALONG ROAD FOLLOWING OLD RAILROAD GRADE.
 BD0463
 BD0463                          STATION RECOVERY (1973)
 BD0463
 BD0463'RECOVERY NOTE BY AMERICAN T AND T CO 1973
 BD0463'RECOVERED IN GOOD CONDITION.
 BD0463
 BD0463                          STATION RECOVERY (1990)
 BD0463
 BD0463'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 BD0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6803 ***********************************************************************
 DE6803  DESIGNATION -  B 480
 DE6803  PID         -  DE6803
 DE6803  STATE/COUNTY-  FL/FLAGLER
 DE6803  USGS QUAD   -  ESPANOLA (1988)
 DE6803
 DE6803                         *CURRENT SURVEY CONTROL
 DE6803  ___________________________________________________________________
 DE6803* NAD 83(1986)-  29 36 01.     (N)    081 21 29.     (W)     SCALED    
 DE6803* NAVD 88     -        12.854  (meters)      42.17   (feet)  ADJUSTED  
 DE6803  ___________________________________________________________________
 DE6803  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DE6803  DYNAMIC HT  -          12.836 (meters)      42.11  (feet)  COMP
 DE6803  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 DE6803
 DE6803  VERT ORDER  -  SECOND    CLASS I
 DE6803
 DE6803.The horizontal coordinates were scaled from a topographic map and have
 DE6803.an estimated accuracy of +/- 6 seconds.
 DE6803
 DE6803.The orthometric height was determined by differential leveling
 DE6803.and adjusted by the National Geodetic Survey in May 2004..
 DE6803
 DE6803.The geoid height was determined by GEOID03.
 DE6803
 DE6803.The dynamic height is computed by dividing the NAVD 88
 DE6803.geopotential number by the normal gravity value computed on the
 DE6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6803.degrees latitude (g = 980.6199 gals.).
 DE6803
 DE6803.The modeled gravity was interpolated from observed gravity values.
 DE6803
 DE6803;                    North         East    Units  Estimated Accuracy
 DE6803;SPC FL E     -   583,620.      165,320.      MT  (+/- 180 meters Scaled)
 DE6803
 DE6803                          SUPERSEDED SURVEY CONTROL
 DE6803
 DE6803.No superseded survey control is available for this station.
 DE6803
 DE6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN653745(NAD 83)
 DE6803_MARKER: DD = SURVEY DISK
 DE6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6803_STAMPING: B 480 1999
 DE6803_MARK LOGO: FLDEP 
 DE6803_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6803+STABILITY: SURFACE MOTION
 DE6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6803+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6803
 DE6803  HISTORY     - Date     Condition        Report By
 DE6803  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6803
 DE6803                          STATION DESCRIPTION
 DE6803
 DE6803'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6803'THE MARK IS ABOUT 11.6 MI (18.7 KM) NORTHWEST OF BUNNELL, 7.2 MI (11.6
 DE6803'KM) NORTHWEST OF ESPANOLA IN SECTION 27, TOWNSHIP 10 SOUTH, RANGE 29
 DE6803'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 11 (MOODY
 DE6803'BOULEVARD), U.S. HIGHWAY 1, STATE ROAD 100 (STATE STREET) IN BUNNELL,
 DE6803'GO NORTH OF U.S. HIGHWAY 1, STATE ROAD 100 (STATE STREET) FOR 1.4 MI
 DE6803'(2.3 KM) TO THE JUNCTION OF COUNTY ROAD 13 ON THE LEFT, TURN LEFT ON
 DE6803'COUNTY ROAD 13 AND GO WESTERLY FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF
 DE6803'COUNTY ROAD 205, TURN RIGHT ON COUNTY ROAD 13 (OLD DIXIE ROAD OLD
 DE6803'BRICK ROAD) AND GO NORTHERLY FOR 7.2 MI (11.6 KM) TO THE MARK ON THE
 DE6803'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DE6803'GROUND AND LEVEL WITH COUNTY ROAD 13. LOCATED 26.6 FT (8.1 M)
 DE6803'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 13 AND 1.0 FT
 DE6803'(0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6837 ***********************************************************************
 DE6837  DESIGNATION -  B 481
 DE6837  PID         -  DE6837
 DE6837  STATE/COUNTY-  FL/ST JOHNS
 DE6837  USGS QUAD   -  ST AUGUSTINE (1992)
 DE6837
 DE6837                         *CURRENT SURVEY CONTROL
 DE6837  ___________________________________________________________________
 DE6837* NAD 83(1986)-  29 52 54.     (N)    081 21 41.     (W)     SCALED    
 DE6837* NAVD 88     -        11.799  (meters)      38.71   (feet)  ADJUSTED  
 DE6837  ___________________________________________________________________
 DE6837  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DE6837  DYNAMIC HT  -          11.783 (meters)      38.66  (feet)  COMP
 DE6837  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 DE6837
 DE6837  VERT ORDER  -  SECOND    CLASS I
 DE6837
 DE6837.The horizontal coordinates were scaled from a topographic map and have
 DE6837.an estimated accuracy of +/- 6 seconds.
 DE6837
 DE6837.The orthometric height was determined by differential leveling
 DE6837.and adjusted by the National Geodetic Survey in May 2004..
 DE6837
 DE6837.The geoid height was determined by GEOID03.
 DE6837
 DE6837.The dynamic height is computed by dividing the NAVD 88
 DE6837.geopotential number by the normal gravity value computed on the
 DE6837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6837.degrees latitude (g = 980.6199 gals.).
 DE6837
 DE6837.The modeled gravity was interpolated from observed gravity values.
 DE6837
 DE6837;                    North         East    Units  Estimated Accuracy
 DE6837;SPC FL E     -   614,810.      165,090.      MT  (+/- 180 meters Scaled)
 DE6837
 DE6837                          SUPERSEDED SURVEY CONTROL
 DE6837
 DE6837.No superseded survey control is available for this station.
 DE6837
 DE6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP651057(NAD 83)
 DE6837_MARKER: DD = SURVEY DISK
 DE6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6837_STAMPING: B 481 1999
 DE6837_MARK LOGO: FLDEP 
 DE6837_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6837+STABILITY: SURFACE MOTION
 DE6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6837+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6837
 DE6837  HISTORY     - Date     Condition        Report By
 DE6837  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6837
 DE6837                          STATION DESCRIPTION
 DE6837
 DE6837'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6837'THE MARK IS ABOUT 12.5 MI (20.1 KM) EAAST OF TOCOI POINT, 2.5 MI (4.0
 DE6837'KM) WEST OF SAINT AUGUSTINE, IN SECTION 22, TOWNSHIP 7 SOUTH, RANGE 29
 DE6837'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 16 (GREEN COVE
 DE6837'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DE6837'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DE6837'LEON BOULEVARD) FOR 1.95 MI (3.14 KM) TO THE INTERSECTION OF KING
 DE6837'STREET, TURN RIGHT ON KING STREET AND GO WEST FOR 2.5 MI (4.0 KM) TO
 DE6837'THE JUNCTION OF CARTER ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET
 DE6837'IN TOP OF THE NORTHEAST CORNER OF A SOUTHERN BELL CABLE BOX, FLUSH
 DE6837'WITH THE GROUND AND LEVEL WITH KING STREET (COUNTY ROAD 214). LOCATED
 DE6837'35.8 FT (10.9 M) SOUTHEAST OF THE CENTERLINE OF KING STREET (COUNTY
 DE6837'ROAD 214), 9.8 FT (3.0 M) SOUTH OF POWER POLE NUMBER 35753073706 AND
 DE6837'0.6 FT (18.3 CM) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6874 ***********************************************************************
 DE6874  DESIGNATION -  B 482
 DE6874  PID         -  DE6874
 DE6874  STATE/COUNTY-  FL/ST JOHNS
 DE6874  USGS QUAD   -  ST AUGUSTINE (1992)
 DE6874
 DE6874                         *CURRENT SURVEY CONTROL
 DE6874  ___________________________________________________________________
 DE6874* NAD 83(1986)-  29 55 00.     (N)    081 20 58.     (W)     SCALED    
 DE6874* NAVD 88     -         9.326  (meters)      30.60   (feet)  ADJUSTED  
 DE6874  ___________________________________________________________________
 DE6874  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DE6874  DYNAMIC HT  -           9.314 (meters)      30.56  (feet)  COMP
 DE6874  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 DE6874
 DE6874  VERT ORDER  -  SECOND    CLASS I
 DE6874
 DE6874.The horizontal coordinates were scaled from a topographic map and have
 DE6874.an estimated accuracy of +/- 6 seconds.
 DE6874
 DE6874.The orthometric height was determined by differential leveling
 DE6874.and adjusted by the National Geodetic Survey in May 2004..
 DE6874
 DE6874.The geoid height was determined by GEOID03.
 DE6874
 DE6874.The dynamic height is computed by dividing the NAVD 88
 DE6874.geopotential number by the normal gravity value computed on the
 DE6874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6874.degrees latitude (g = 980.6199 gals.).
 DE6874
 DE6874.The modeled gravity was interpolated from observed gravity values.
 DE6874
 DE6874;                    North         East    Units  Estimated Accuracy
 DE6874;SPC FL E     -   618,680.      166,260.      MT  (+/- 180 meters Scaled)
 DE6874
 DE6874                          SUPERSEDED SURVEY CONTROL
 DE6874
 DE6874.No superseded survey control is available for this station.
 DE6874
 DE6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP662096(NAD 83)
 DE6874_MARKER: DD = SURVEY DISK
 DE6874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6874_STAMPING: B 482 1999
 DE6874_MARK LOGO: FLDEP 
 DE6874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6874+STABILITY: SURFACE MOTION
 DE6874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6874+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6874
 DE6874  HISTORY     - Date     Condition        Report By
 DE6874  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6874
 DE6874                          STATION DESCRIPTION
 DE6874
 DE6874'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6874'THE MARK IS ABOUT 1.5 MI (2.4 KM) WEST OF SAINT AUGUSTINE, 2.5 MI (4.0
 DE6874'KM) SOUTHEAST OF GREEN COVE SPRINGS, ON STATE ROAD 16 (GREEN COVE
 DE6874'SPRINGS ROAD) IN SECTION 2, TOWNSHIP 7 SOUTH, RANGE 29 EAST. TO REACH
 DE6874'THE MARK FROM THE JUNCTION OF STATE ROAD 16 (GREEN COVE SPRINGS ROAD)
 DE6874'AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) IN SAINT AUGUSTINE, GO
 DE6874'WEST ON STATE ROAD 16 (GREEN COVE SPRINGS ROAD) FOR 1.5 MI (2.4 KM) TO
 DE6874'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DE6874'FLUSH WITH THE GROUND AND LEVEL WITH NORTH FIRST STREET. LOCATED 75.7
 DE6874'FT (23.1 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE
 DE6874'ROAD 16, 18.4 FT (5.6 M) EAST OF THE CENTERLINE OF NORTH FIRST STREET,
 DE6874'10.0 FT (3.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT
 DE6874'2800, 3.5 FT (1.1 M) EAST OF A CARSONITE WITNESS POST AND 3.1 FT (0.9
 DE6874'M) EAST OF A POWER POLE WITH 4 GUY WIRES ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6901 ***********************************************************************
 DE6901  DESIGNATION -  B 483
 DE6901  PID         -  DE6901
 DE6901  STATE/COUNTY-  FL/DUVAL
 DE6901  USGS QUAD   -  ORANGE PARK (1993)
 DE6901
 DE6901                         *CURRENT SURVEY CONTROL
 DE6901  ___________________________________________________________________
 DE6901* NAD 83(1986)-  30 08 50.     (N)    081 37 56.     (W)     SCALED    
 DE6901* NAVD 88     -         6.242  (meters)      20.48   (feet)  ADJUSTED  
 DE6901  ___________________________________________________________________
 DE6901  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DE6901  DYNAMIC HT  -           6.234 (meters)      20.45  (feet)  COMP
 DE6901  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 DE6901
 DE6901  VERT ORDER  -  SECOND    CLASS I
 DE6901
 DE6901.The horizontal coordinates were scaled from a topographic map and have
 DE6901.an estimated accuracy of +/- 6 seconds.
 DE6901
 DE6901.The orthometric height was determined by differential leveling
 DE6901.and adjusted by the National Geodetic Survey in May 2004..
 DE6901
 DE6901.The geoid height was determined by GEOID03.
 DE6901
 DE6901.The dynamic height is computed by dividing the NAVD 88
 DE6901.geopotential number by the normal gravity value computed on the
 DE6901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6901.degrees latitude (g = 980.6199 gals.).
 DE6901
 DE6901.The modeled gravity was interpolated from observed gravity values.
 DE6901
 DE6901;                    North         East    Units  Estimated Accuracy
 DE6901;SPC FL E     -   644,360.      139,090.      MT  (+/- 180 meters Scaled)
 DE6901
 DE6901                          SUPERSEDED SURVEY CONTROL
 DE6901
 DE6901.No superseded survey control is available for this station.
 DE6901
 DE6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391352(NAD 83)
 DE6901_MARKER: DD = SURVEY DISK
 DE6901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6901_STAMPING: B 483 1999
 DE6901_MARK LOGO: FLDEP 
 DE6901_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6901+STABILITY: SURFACE MOTION
 DE6901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6901+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6901
 DE6901  HISTORY     - Date     Condition        Report By
 DE6901  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6901
 DE6901                          STATION DESCRIPTION
 DE6901
 DE6901'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6901'THE MARK IS ABOUT 42.0 MI (67.6 KM) NORTH OF SPUDS, 16.8 MI (27.0 KM)
 DE6901'SOUTH OF JACKSONVILLE, 6.0 MI (9.7 KM) NORTHEAST OF SWITZERLAND, ON
 DE6901'STATE ROAD 13, IN SECTION 18, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6901'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6901'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6901'BOULEVARD) FOR 2.45 MI (3.94 KM) TO THE JUNCTION OF MARBON ROAD ON THE
 DE6901'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DE6901'MONUMENT FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF
 DE6901'STATE ROAD 13. LOCATED 33.0 FT (10.1 M) EAST OF THE CENTERLINE OF THE
 DE6901'NORTHBOUND LANES OF STATE ROAD 13, 31.8 FT (9.7 M) NORTH OF THE
 DE6901'APPROXIMATE CENTERLINE OF MARBON, 2.0 FT (0.6 M) WEST OF A METAL
 DE6901'ELECTRIC BOX (2X3X5 FEET TALL) AND 1.9 FT (0.6 M) SOUTH OF A CONCRETE
 DE6901'SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5471 ***********************************************************************
 AJ5471  DESIGNATION -  B 485
 AJ5471  PID         -  AJ5471
 AJ5471  STATE/COUNTY-  FL/BREVARD
 AJ5471  USGS QUAD   -  WILSON (1979)
 AJ5471
 AJ5471                         *CURRENT SURVEY CONTROL
 AJ5471  ___________________________________________________________________
 AJ5471* NAD 83(1986)-  28 42 19.     (N)    080 43 53.     (W)     SCALED    
 AJ5471* NAVD 88     -         0.347  (meters)       1.14   (feet)  ADJUSTED  
 AJ5471  ___________________________________________________________________
 AJ5471  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AJ5471  DYNAMIC HT  -           0.346 (meters)       1.14  (feet)  COMP
 AJ5471  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 AJ5471
 AJ5471  VERT ORDER  -  SECOND    CLASS I
 AJ5471
 AJ5471.The horizontal coordinates were scaled from a topographic map and have
 AJ5471.an estimated accuracy of +/- 6 seconds.
 AJ5471
 AJ5471.The orthometric height was determined by differential leveling
 AJ5471.and adjusted by the National Geodetic Survey in May 2004..
 AJ5471
 AJ5471.The geoid height was determined by GEOID03.
 AJ5471
 AJ5471.The dynamic height is computed by dividing the NAVD 88
 AJ5471.geopotential number by the normal gravity value computed on the
 AJ5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5471.degrees latitude (g = 980.6199 gals.).
 AJ5471
 AJ5471.The modeled gravity was interpolated from observed gravity values.
 AJ5471
 AJ5471;                    North         East    Units  Estimated Accuracy
 AJ5471;SPC FL E     -   484,400.      226,250.      MT  (+/- 180 meters Scaled)
 AJ5471
 AJ5471                          SUPERSEDED SURVEY CONTROL
 AJ5471
 AJ5471.No superseded survey control is available for this station.
 AJ5471
 AJ5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM262753(NAD 83)
 AJ5471_MARKER: DD = SURVEY DISK
 AJ5471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5471_STAMPING: B 485 1999
 AJ5471_MARK LOGO: FLDEP 
 AJ5471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5471+STABILITY: SURFACE MOTION
 AJ5471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5471+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5471
 AJ5471  HISTORY     - Date     Condition        Report By
 AJ5471  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5471
 AJ5471                          STATION DESCRIPTION
 AJ5471
 AJ5471'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5471'THE MARK IS AT MERRITT ISLAND ABOUT 9.0 MI (14.5 KM) NORTHEAST OF
 AJ5471'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5471'32, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5471'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5471'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5471'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5471'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5471'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5471'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5471'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5471'TO A LOCKED GATE, CONTINUE WESTERLY FOR 1.1 MI (1.8 KM) ON THE VERY
 AJ5471'CURVING BERM ROAD TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ5471'CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AJ5471'GROUND AND BELOW THE LEVEL OF THE BERM ROAD. LOCATED 13.0 FT (4.0 M)
 AJ5471'WEST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 4.9 FT (1.5 M)
 AJ5471'EAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT THE MERRITT
 AJ5471'ISLAND WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5471'402 TITUSVILLE (H 4 1840).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3313 ***********************************************************************
 AJ3313  DESIGNATION -  B 486
 AJ3313  PID         -  AJ3313
 AJ3313  STATE/COUNTY-  FL/OSCEOLA
 AJ3313  USGS QUAD   -  LAKE MARIAN SW (1972)
 AJ3313
 AJ3313                         *CURRENT SURVEY CONTROL
 AJ3313  ___________________________________________________________________
 AJ3313* NAD 83(1986)-  27 47 28.     (N)    081 09 15.     (W)     SCALED    
 AJ3313* NAVD 88     -        18.039  (meters)      59.18   (feet)  ADJUSTED  
 AJ3313  ___________________________________________________________________
 AJ3313  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AJ3313  DYNAMIC HT  -          18.012 (meters)      59.09  (feet)  COMP
 AJ3313  MODELED GRAV-     979,160.4   (mgal)                       NAVD 88
 AJ3313
 AJ3313  VERT ORDER  -  SECOND    CLASS I
 AJ3313
 AJ3313.The horizontal coordinates were scaled from a topographic map and have
 AJ3313.an estimated accuracy of +/- 6 seconds.
 AJ3313
 AJ3313.The orthometric height was determined by differential leveling
 AJ3313.and adjusted by the National Geodetic Survey in October 2001..
 AJ3313
 AJ3313.The geoid height was determined by GEOID03.
 AJ3313
 AJ3313.The dynamic height is computed by dividing the NAVD 88
 AJ3313.geopotential number by the normal gravity value computed on the
 AJ3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3313.degrees latitude (g = 980.6199 gals.).
 AJ3313
 AJ3313.The modeled gravity was interpolated from observed gravity values.
 AJ3313
 AJ3313;                    North         East    Units  Estimated Accuracy
 AJ3313;SPC FL E     -   383,070.      184,810.      MT  (+/- 180 meters Scaled)
 AJ3313
 AJ3313                          SUPERSEDED SURVEY CONTROL
 AJ3313
 AJ3313.No superseded survey control is available for this station.
 AJ3313
 AJ3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML848740(NAD 83)
 AJ3313_MARKER: DD = SURVEY DISK
 AJ3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3313_STAMPING: B 486 2000
 AJ3313_MARK LOGO: FLDEP 
 AJ3313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3313+STABILITY: SURFACE MOTION
 AJ3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3313+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3313
 AJ3313  HISTORY     - Date     Condition        Report By
 AJ3313  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ3313
 AJ3313                          STATION DESCRIPTION
 AJ3313
 AJ3313'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3313'THE MARK IS ABOUT 48.3 MI (77.7 KM) WEST OF VERO BEACH, 29.4 MI (47.3
 AJ3313'KM) EAST-NORTHEAST OF LAKE WALES, 16.85 MI (27.12 KM) WEST OF THE
 AJ3313'INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW JUNCTION,
 AJ3313'IN SECTION 7, TOWNSHIP 31 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM
 AJ3313'THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW
 AJ3313'JUNCTION, GO WEST ON STATE ROAD 60 FOR 16.85 MI (27.12 KM) TO THE MARK
 AJ3313'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.6
 AJ3313'FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF
 AJ3313'STATE ROAD 60. LOCATED 120.5 FT (36.7 M) EAST-SOUTHEAST OF THE
 AJ3313'APPROXIMATE CENTERLINE OF A DIRT ROAD, 95.0 FT (29.0 M) WEST-NORTHWEST
 AJ3313'OF POWER POLE NUMBER 17 228, 56.6 FT (17.3 M) NORTH-NORTHEAST OF THE
 AJ3313'CENTERLINE OF STATE ROAD 60, 1.7 FT (0.5 M) SOUTH-SOUTHWEST OF A
 AJ3313'BARBED WIRE FENCE AND 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A CARSONITE
 AJ3313'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3491 ***********************************************************************
 AJ3491  DESIGNATION -  B 487
 AJ3491  PID         -  AJ3491
 AJ3491  STATE/COUNTY-  FL/PALM BEACH
 AJ3491  USGS QUAD   -  OKEELANTA (1970)
 AJ3491
 AJ3491                         *CURRENT SURVEY CONTROL
 AJ3491  ___________________________________________________________________
 AJ3491* NAD 83(1986)-  26 34 49.     (N)    080 42 36.     (W)     SCALED    
 AJ3491* NAVD 88     -         3.915  (meters)      12.84   (feet)  ADJUSTED  
 AJ3491  ___________________________________________________________________
 AJ3491  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AJ3491  DYNAMIC HT  -           3.909 (meters)      12.82  (feet)  COMP
 AJ3491  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 AJ3491
 AJ3491  VERT ORDER  -  SECOND    CLASS I
 AJ3491
 AJ3491.The horizontal coordinates were scaled from a topographic map and have
 AJ3491.an estimated accuracy of +/- 6 seconds.
 AJ3491
 AJ3491.The orthometric height was determined by differential leveling
 AJ3491.and adjusted by the National Geodetic Survey in September 2001..
 AJ3491
 AJ3491.The geoid height was determined by GEOID03.
 AJ3491
 AJ3491.The dynamic height is computed by dividing the NAVD 88
 AJ3491.geopotential number by the normal gravity value computed on the
 AJ3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3491.degrees latitude (g = 980.6199 gals.).
 AJ3491
 AJ3491.The modeled gravity was interpolated from observed gravity values.
 AJ3491
 AJ3491;                    North         East    Units  Estimated Accuracy
 AJ3491;SPC FL E     -   248,930.      228,890.      MT  (+/- 180 meters Scaled)
 AJ3491
 AJ3491                          SUPERSEDED SURVEY CONTROL
 AJ3491
 AJ3491.No superseded survey control is available for this station.
 AJ3491
 AJ3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK288399(NAD 83)
 AJ3491_MARKER: DD = SURVEY DISK
 AJ3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3491_STAMPING: B 487 2000
 AJ3491_MARK LOGO: FLDEP 
 AJ3491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3491+STABILITY: SURFACE MOTION
 AJ3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3491+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 AJ3491
 AJ3491  HISTORY     - Date     Condition        Report By
 AJ3491  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ3491  HISTORY     - 20021022 GOOD             NGS
 AJ3491
 AJ3491                          STATION DESCRIPTION
 AJ3491
 AJ3491'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3491'THE MARK IS ABOUT 33.15 MI (53.35 KM) SOUTHWEST OF SOUTH BAY ON LEVEE
 AJ3491'19, IN SECTION 14, TOWNSHIP 45 SOUTH, RANGE 36 EAST. TO REACH THE MARK
 AJ3491'FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY,
 AJ3491'GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF
 AJ3491'COUNTY ROAD 827, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.05 MI (1.69
 AJ3491'KM) TO A CONCRETE BRIDGE OVER THE NORTH NEW RIVER CANAL, TURN LEFT
 AJ3491'CROSSING OVER THE BRIDGE TO THE EAST END AND THE JUNCTION OF LEVEE 19
 AJ3491'ON THE RIGHT PARALELLING THE NORTH NEW RIVER CANAL, TURN RIGHT ON
 AJ3491'LEVEE 19 AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF A ROAD
 AJ3491'LEADING EAST AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ3491'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 6.0 FT (1.8 M) BELOW THE
 AJ3491'LEVEL OF THE LEVEE ROAD. LOCATED 55.0 FT (16.8 M) WEST OF THE
 AJ3491'APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 15.0 FT (4.6 M) EAST OF THE
 AJ3491'EAST EDGE OF THE CANAL, 2.0 FT (0.6 M) SOUTH OF A 3-INCH PVC POST, 2.0
 AJ3491'FT (0.6 M) NORTH OF A PVC POST AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 AJ3491'WITNESS POST.
 AJ3491
 AJ3491                          STATION RECOVERY (2002)
 AJ3491
 AJ3491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 AJ3491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3549 ***********************************************************************
 AJ3549  DESIGNATION -  B 488
 AJ3549  PID         -  AJ3549
 AJ3549  STATE/COUNTY-  FL/PALM BEACH
 AJ3549  USGS QUAD   -  LAKE HARBOR SE (1970)
 AJ3549
 AJ3549                         *CURRENT SURVEY CONTROL
 AJ3549  ___________________________________________________________________
 AJ3549* NAD 83(1986)-  26 36 36.     (N)    080 49 13.     (W)     SCALED    
 AJ3549* NAVD 88     -         2.829  (meters)       9.28   (feet)  ADJUSTED  
 AJ3549  ___________________________________________________________________
 AJ3549  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AJ3549  DYNAMIC HT  -           2.825 (meters)       9.27  (feet)  COMP
 AJ3549  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AJ3549
 AJ3549  VERT ORDER  -  SECOND    CLASS I
 AJ3549
 AJ3549.The horizontal coordinates were scaled from a topographic map and have
 AJ3549.an estimated accuracy of +/- 6 seconds.
 AJ3549
 AJ3549.The orthometric height was determined by differential leveling
 AJ3549.and adjusted by the National Geodetic Survey in May 2003..
 AJ3549.No vertical observational check was made to the station.
 AJ3549
 AJ3549.The geoid height was determined by GEOID03.
 AJ3549
 AJ3549.The dynamic height is computed by dividing the NAVD 88
 AJ3549.geopotential number by the normal gravity value computed on the
 AJ3549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3549.degrees latitude (g = 980.6199 gals.).
 AJ3549
 AJ3549.The modeled gravity was interpolated from observed gravity values.
 AJ3549
 AJ3549;                    North         East    Units  Estimated Accuracy
 AJ3549;SPC FL E     -   252,210.      217,900.      MT  (+/- 180 meters Scaled)
 AJ3549
 AJ3549                          SUPERSEDED SURVEY CONTROL
 AJ3549
 AJ3549  NAVD 88 (09/17/01)    2.851  (m)            9.35   (f) UNKNOWN     2 1
 AJ3549
 AJ3549.Superseded values are not recommended for survey control.
 AJ3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3549.See file dsdata.txt to determine how the superseded data were derived.
 AJ3549
 AJ3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK178432(NAD 83)
 AJ3549_MARKER: DD = SURVEY DISK
 AJ3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3549_STAMPING: B 488 2000
 AJ3549_MARK LOGO: FLDEP 
 AJ3549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3549+STABILITY: SURFACE MOTION
 AJ3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3549+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3549
 AJ3549  HISTORY     - Date     Condition        Report By
 AJ3549  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ3549  HISTORY     - 20021111 GOOD             NGS
 AJ3549
 AJ3549                          STATION DESCRIPTION
 AJ3549
 AJ3549'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3549'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF SOUTHBAY, 6.2 MI (10.0
 AJ3549'KM) SOUTH OF LAKE HARBOR, 6.8 MI (10.9 KM) WEST OF OKEELANTA (ON THE
 AJ3549'NORTH LEVEE ROAD OF THE BOLLES CANAL), IN SECTION 35, TOWNSHIP 44
 AJ3549'SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 AJ3549'HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO SOUTH ON U.S. HIGHWAY 27
 AJ3549'FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF COUNTY ROAD 827 ON THE RIGHT,
 AJ3549'TURN RIGHT ON COUNTY ROAD 827 AND GO WEST FOR 4.8 MI (7.7 KM) TO THE
 AJ3549'END OF THE PAVEMENT, CONTINUE WEST ON COUNTY ROAD 827 FOR 1.95 MI
 AJ3549'(3.14 KM) TO THE JUNCTION OF A FARM ROAD ON THE RIGHT AND THE MARK ON
 AJ3549'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT
 AJ3549'(9.1 CM) BELOW THE LEVEL OF THE GROUND AND 10.0 FT (3.0 M) BELOW THE
 AJ3549'LEVEL OF THE LEVEE ROAD. LOCATED 107.0 FT (32.6 M) EAST OF THE
 AJ3549'APPROXIMATE CENTERLINE OF A NORTH ROAD ON THE SIDE OF A FARM DITCH,
 AJ3549'79.0 FT (24.1 M) EAST OF THE EXTENED CENTERLINE OF A FARM DITCH
 AJ3549'LEADING NORTH, 48.0 FT (14.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AJ3549'THE LEVEE ROAD, 6.0 FT (1.8 M) SOUTH OF THE SOUTH SIDE OF A FARM DITCH
 AJ3549'AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 AJ3549
 AJ3549                          STATION RECOVERY (2002)
 AJ3549
 AJ3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 AJ3549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ3513 ***********************************************************************
 AJ3513  DESIGNATION -  B 489
 AJ3513  PID         -  AJ3513
 AJ3513  STATE/COUNTY-  FL/PALM BEACH
 AJ3513  USGS QUAD   -  PAHOKEE (1970)
 AJ3513
 AJ3513                         *CURRENT SURVEY CONTROL
 AJ3513  ___________________________________________________________________
 AJ3513* NAD 83(1986)-  26 47 32.     (N)    080 41 45.     (W)     SCALED    
 AJ3513* NAVD 88     -        10.665  (meters)      34.99   (feet)  ADJUSTED  
 AJ3513  ___________________________________________________________________
 AJ3513  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AJ3513  DYNAMIC HT  -          10.648 (meters)      34.93  (feet)  COMP
 AJ3513  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 AJ3513
 AJ3513  VERT ORDER  -  FIRST     CLASS II
 AJ3513
 AJ3513.The horizontal coordinates were scaled from a topographic map and have
 AJ3513.an estimated accuracy of +/- 6 seconds.
 AJ3513
 AJ3513.The orthometric height was determined by differential leveling
 AJ3513.and adjusted by the National Geodetic Survey in September 2001..
 AJ3513
 AJ3513.The geoid height was determined by GEOID03.
 AJ3513
 AJ3513.The dynamic height is computed by dividing the NAVD 88
 AJ3513.geopotential number by the normal gravity value computed on the
 AJ3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3513.degrees latitude (g = 980.6199 gals.).
 AJ3513
 AJ3513.The modeled gravity was interpolated from observed gravity values.
 AJ3513
 AJ3513;                    North         East    Units  Estimated Accuracy
 AJ3513;SPC FL E     -   272,420.      230,240.      MT  (+/- 180 meters Scaled)
 AJ3513
 AJ3513                          SUPERSEDED SURVEY CONTROL
 AJ3513
 AJ3513.No superseded survey control is available for this station.
 AJ3513
 AJ3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK302634(NAD 83)
 AJ3513_MARKER: DD = SURVEY DISK
 AJ3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3513_STAMPING: B 489 2000
 AJ3513_MARK LOGO: FLDEP 
 AJ3513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3513+STABILITY: SURFACE MOTION
 AJ3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3513+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2001
 AJ3513
 AJ3513  HISTORY     - Date     Condition        Report By
 AJ3513  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ3513  HISTORY     - 20011116 GOOD             FLDEP
 AJ3513
 AJ3513                          STATION DESCRIPTION
 AJ3513
 AJ3513'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3513'THE MARK IS ABOUT 10.65 MI (17.14 KM) NORTH OF SOUTH BAY, 7.85 MI
 AJ3513'(12.63 KM) SOUTHWEST OF CANAL POINT, 3.0 MI (4.8 KM) SOUTH-SOUTHWEST
 AJ3513'OF PAHOKEE, ON THE EAST SIDE OF LAKE OKEECHOBEE, IN SECTION 26,
 AJ3513'TOWNSHIP 42 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION
 AJ3513'OF U.S. HIGHWAY 441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL
 AJ3513'POINT, GO NORTHERLY ON U.S. HIGHWAY 441 AND 98 FOR 0.2 MI (0.3 KM) TO
 AJ3513'THE JUNCTION OF A PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD
 AJ3513'AND GO WEST FOR 0.05 MI (0.08 KM) CROSSING OVER THE RAILROAD TRACKS TO
 AJ3513'THE TOP OF A LEVEE ROAD, TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR
 AJ3513'0.1 MI (0.2 KM) TO A LOCKED GATE AND WATER STRUCTURE S 352, CONTINUE
 AJ3513'SOUTH ON THE LEVEE ROAD FOR 3.1 MI (5.0 KM) TO A LOCKED GATE ACROSS
 AJ3513'THE LEVEE ROAD, CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.35 MI (0.56 KM)
 AJ3513'TO THE JUNCTION OF A PAVED LEVEE ENTRANCE (LEADING TO U.S. HIGHWAY
 AJ3513'441), CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.2 MI (0.3 KM) TO A LOCKED
 AJ3513'GATE ACROSS THE LEVEE ROAD, CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.5
 AJ3513'MI (0.8 KM) TO A LOCKED GATE, CONTINUE SOUTH ON THE LEVEE ROAD FOR 2.6
 AJ3513'MI (4.2 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AJ3513'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE
 AJ3513'LEVEL OF THE LEVEE ROAD. LOCATED 93.0 FT (28.3 M) WEST OF THE WEST
 AJ3513'SIDE OF A FARM DITCH, 16.3 FT (5.0 M) EAST OF THE APPROXIMATE
 AJ3513'CENTERLINE OF THE LEVEE ROAD, 2.0 FT (0.6 M) SOUTH OF A 2-INCH PVC
 AJ3513'PIPE, 1.7 FT (0.5 M) NORTH OF A 2-INCH PVC PIPE AND 0.7 FT (21.3 CM)
 AJ3513'WEST OF A CARSONITE WITNESS POST.
 AJ3513
 AJ3513                          STATION RECOVERY (2001)
 AJ3513
 AJ3513'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ3513'RECOVERED AS DESCRIBED.
 AJ3513'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1328 ***********************************************************************
 AR1328  DESIGNATION -  B 49
 AR1328  PID         -  AR1328
 AR1328  STATE/COUNTY-  FL/TAYLOR
 AR1328  USGS QUAD   -  SALEM SW (1993)
 AR1328
 AR1328                         *CURRENT SURVEY CONTROL
 AR1328  ___________________________________________________________________
 AR1328* NAD 83(1986)-  29 51 51.     (N)    083 23 32.     (W)     SCALED    
 AR1328* NAVD 88     -        10.775  (meters)      35.35   (feet)  ADJUSTED  
 AR1328  ___________________________________________________________________
 AR1328  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AR1328  DYNAMIC HT  -          10.760 (meters)      35.30  (feet)  COMP
 AR1328  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 AR1328
 AR1328  VERT ORDER  -  FIRST     CLASS I
 AR1328
 AR1328.The horizontal coordinates were scaled from a topographic map and have
 AR1328.an estimated accuracy of +/- 6 seconds.
 AR1328
 AR1328.The orthometric height was determined by differential leveling
 AR1328.and adjusted by the National Geodetic Survey in June 1991..
 AR1328
 AR1328.The geoid height was determined by GEOID03.
 AR1328
 AR1328.The dynamic height is computed by dividing the NAVD 88
 AR1328.geopotential number by the normal gravity value computed on the
 AR1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1328.degrees latitude (g = 980.6199 gals.).
 AR1328
 AR1328.The modeled gravity was interpolated from observed gravity values.
 AR1328
 AR1328;                    North         East    Units  Estimated Accuracy
 AR1328;SPC FL N     -    96,310.      707,030.      MT  (+/- 180 meters Scaled)
 AR1328
 AR1328                          SUPERSEDED SURVEY CONTROL
 AR1328
 AR1328  NGVD 29 (??/??/92)   10.976  (m)           36.01   (f) ADJ UNCH    1 1
 AR1328
 AR1328.Superseded values are not recommended for survey control.
 AR1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1328.See file dsdata.txt to determine how the superseded data were derived.
 AR1328
 AR1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP689061(NAD 83)
 AR1328_MARKER: DB = BENCH MARK DISK
 AR1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1328_STAMPING: B 49 1934 35.955
 AR1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1328+STABILITY: SURFACE MOTION
 AR1328
 AR1328  HISTORY     - Date     Condition        Report By
 AR1328  HISTORY     - 1934     MONUMENTED       CGS
 AR1328  HISTORY     - 1967     GOOD             NGS
 AR1328
 AR1328                          STATION DESCRIPTION
 AR1328
 AR1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AR1328'12.8 MI NW FROM HINES.
 AR1328'ABOUT 9.0 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR1328'FROM THE CROSSING OF STATE HIGHWAY 357 AT HINES, DIXIE COUNTY,
 AR1328'THENCE 3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 19 AND 98
 AR1328'PARALLING THE TRACK, IN SECTION 23, R 9 E, T 7 S, ABOUT 0.1 MILE
 AR1328'NORTHWEST OF MILEPOST 772, NEAR AN OLD ABANDONED WOODS ROAD
 AR1328'CROSSING, 53 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND
 AR1328'LANE OF THE HIGHWAY, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AR1328'OF THE MAIN TRACK, 77 FEET SOUTHEAST OF A TELEPHONE POLE, 10
 AR1328'FEET SOUTHWEST OF THE LINE OF ROW OF POLES, 0.8 FOOT SOUTHWEST
 AR1328'OF A STEEL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE
 AR1328'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES ABOVE
 AR1328'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8145 ***********************************************************************
 AD8145  DESIGNATION -  B 49
 AD8145  PID         -  AD8145
 AD8145  STATE/COUNTY-  FL/BROWARD
 AD8145  USGS QUAD   -  NORTH OF LONE PALM (1979)
 AD8145
 AD8145                         *CURRENT SURVEY CONTROL
 AD8145  ___________________________________________________________________
 AD8145* NAD 83(1986)-  26 19 55.     (N)    080 46 26.     (W)     SCALED    
 AD8145* NAVD 88     -         6.686  (meters)      21.94   (feet)  ADJUSTED  
 AD8145  ___________________________________________________________________
 AD8145  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AD8145  DYNAMIC HT  -           6.675 (meters)      21.90  (feet)  COMP
 AD8145  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 AD8145
 AD8145  VERT ORDER  -  FIRST     CLASS II
 AD8145
 AD8145.The horizontal coordinates were scaled from a topographic map and have
 AD8145.an estimated accuracy of +/- 6 seconds.
 AD8145
 AD8145.The orthometric height was determined by differential leveling
 AD8145.and adjusted by the National Geodetic Survey in September 1992..
 AD8145
 AD8145.The geoid height was determined by GEOID03.
 AD8145
 AD8145.The dynamic height is computed by dividing the NAVD 88
 AD8145.geopotential number by the normal gravity value computed on the
 AD8145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8145.degrees latitude (g = 980.6199 gals.).
 AD8145
 AD8145.The modeled gravity was interpolated from observed gravity values.
 AD8145
 AD8145;                    North         East    Units  Estimated Accuracy
 AD8145;SPC FL E     -   221,410.      222,570.      MT  (+/- 180 meters Scaled)
 AD8145
 AD8145                          SUPERSEDED SURVEY CONTROL
 AD8145
 AD8145  NGVD 29 (09/01/92)    7.124  (m)           23.37   (f) ADJUSTED    1 2
 AD8145
 AD8145.Superseded values are not recommended for survey control.
 AD8145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8145.See file dsdata.txt to determine how the superseded data were derived.
 AD8145
 AD8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK225124(NAD 83)
 AD8145_MARKER: DD = SURVEY DISK
 AD8145_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8145_SP_SET: RETAINING WALL
 AD8145_STAMPING: B-49 BM SFWMD
 AD8145_MARK LOGO: SFLWMD
 AD8145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8145+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 AD8145
 AD8145  HISTORY     - Date     Condition        Report By
 AD8145  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8145  HISTORY     - 19920316 GOOD             NGS
 AD8145  HISTORY     - 19960908 GOOD             FLDEP
 AD8145  HISTORY     - 20041005 GOOD             MCKIM
 AD8145
 AD8145                          STATION DESCRIPTION
 AD8145
 AD8145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8145'15.1 KM (9.40 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND A LEVEE ROAD
 AD8145'ON THE WEST SIDE OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE
 AD8145'HARBOR, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, THENCE
 AD8145'27.1 KM (16.85 MI) SOUTHERLY ALONG A LEVEE ROAD ON THE EAST SIDE OF
 AD8145'THE CANAL, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A PAVED ROAD, IN
 AD8145'TOP OF AND 7.1 M (23.3 FT) NORTH OF THE SOUTH END OF THE EAST
 AD8145'CONCRETE RETAINING WALL AT PUMPING STATION NUMBER 8, 16.2 M (53.1 FT)
 AD8145'SOUTHWEST OF THE SOUTH GATE POST, 6.6 M (21.7 FT) WEST OF THE
 AD8145'SOUTHEAST CORNER OF THE BUILDING, 0.4 M (1.3 FT) SOUTH OF THE SOUTH
 AD8145'FACE OF A WALKWAY, AND 0.2 M (0.7 FT) WEST OF THE EAST EDGE OF THE
 AD8145'WALL.
 AD8145
 AD8145                          STATION RECOVERY (1996)
 AD8145
 AD8145'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8145'THE MARK IS ABOUT 30.4 MI (48.9 KM) SOUTH-SOUTHEAST OF CLEWISTON, 25.0
 AD8145'MI (40.2 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN ESTIMATED SECTION 7,
 AD8145'TOWNSHIP 48 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST
 AD8145'OFFICE IN LAKE HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE
 AD8145'OF CANAL) FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE
 AD8145'SOUTHERLY ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE
 AD8145'JUNCTION OF ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI
 AD8145'CANAL ROAD FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD,
 AD8145'TURN LEFT ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO
 AD8145'THE EAST SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT,
 AD8145'TURN RIGHT ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12
 AD8145'KM) TO THE Y-JUNCTION OF LEVEE ROAD NUMBER L-5, TURN RIGHT ON LEVEE
 AD8145'ROAD NUMBER L-5 AND GO SOUTH FOR 0.05 MI (0.08 KM) TO THE SOUTH SIDE
 AD8145'OF THE CANAL AND THE T-JUNCTION OF LEVEE ROAD NUMBER L-5, TURN RIGHT
 AD8145'ON LEVEE ROAD NUMBER L-5 AND GO WEST FOR 0.05 MI (0.08 KM) TO PUMP
 AD8145'STATION NUMBER 8 AND THE MARK, SET IN THE TOP OF THE SOUTHEAST
 AD8145'CONCRETE RETAINING WALL. LOCATED 53.1 FT (16.2 M) SOUTHWEST OF THE
 AD8145'SOUTH GATE POST OF PUMP STATION NUMBER 8, 23.3 FT (7.1 M) NORTH OF THE
 AD8145'SOUTH END OF THE SOUTHEAST CONCRETE RETAINING WALL, 21.7 FT (6.6 M)
 AD8145'WEST OF THE SOUTHEAST CORNER OF PUMP STATION NUMBER 8, 1.3 FT (0.4 M)
 AD8145'SOUTH OF THE SOUTH WALL OF A SIDEWALK AND 0.7 FT (21.3 CM) WEST OF THE
 AD8145'EAST EDGE OF THE RETAINING WALL. NOTE CONTACT GENE TANNER, SOUTH
 AD8145'FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON FIELD STATION,
 AD8145'PHONE NUMBER 813-983-1431.
 AD8145
 AD8145                          STATION RECOVERY (2004)
 AD8145
 AD8145'RECOVERY NOTE BY MCKIM AND CREED 2004 (BRH)
 AD8145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5335 ***********************************************************************
 DG5335  DESIGNATION -  B 491
 DG5335  PID         -  DG5335
 DG5335  STATE/COUNTY-  FL/MARION
 DG5335  USGS QUAD   -  LYNNE (1993)
 DG5335
 DG5335                         *CURRENT SURVEY CONTROL
 DG5335  ___________________________________________________________________
 DG5335* NAD 83(1986)-  29 14 47.     (N)    081 56 11.     (W)     SCALED    
 DG5335* NAVD 88     -        19.240  (meters)      63.12   (feet)  ADJUSTED  
 DG5335  ___________________________________________________________________
 DG5335  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DG5335  DYNAMIC HT  -          19.213 (meters)      63.03  (feet)  COMP
 DG5335  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 DG5335
 DG5335  VERT ORDER  -  SECOND    CLASS I
 DG5335
 DG5335.The horizontal coordinates were scaled from a topographic map and have
 DG5335.an estimated accuracy of +/- 6 seconds.
 DG5335
 DG5335.The orthometric height was determined by differential leveling
 DG5335.and adjusted by the National Geodetic Survey in August 2004..
 DG5335
 DG5335.The geoid height was determined by GEOID03.
 DG5335
 DG5335.The dynamic height is computed by dividing the NAVD 88
 DG5335.geopotential number by the normal gravity value computed on the
 DG5335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5335.degrees latitude (g = 980.6199 gals.).
 DG5335
 DG5335.The modeled gravity was interpolated from observed gravity values.
 DG5335
 DG5335;                    North         East    Units  Estimated Accuracy
 DG5335;SPC FL W     -   544,340.      206,180.      MT  (+/- 180 meters Scaled)
 DG5335
 DG5335                          SUPERSEDED SURVEY CONTROL
 DG5335
 DG5335.No superseded survey control is available for this station.
 DG5335
 DG5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN090356(NAD 83)
 DG5335_MARKER: DD = SURVEY DISK
 DG5335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5335_STAMPING: B 491 2000
 DG5335_MARK LOGO: FLDEP 
 DG5335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5335+STABILITY: SURFACE MOTION
 DG5335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5335+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5335
 DG5335  HISTORY     - Date     Condition        Report By
 DG5335  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5335
 DG5335                          STATION DESCRIPTION
 DG5335
 DG5335'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 DG5335'THE MARK IS ABOUT 12.3 MI (19.8 KM) WEST OF SALT SPRINGS, 8.8 MI (14.2
 DG5335'KM) EAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION 30, TOWNSHIP
 DG5335'14 SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE T-JUNCTION OF
 DG5335'STATE ROAD 40 AND COUNTY ROAD 326, 1.5 MI (2.4 KM) EAST OF SILVER
 DG5335'SPRINGS, GO EAST ON STATE ROAD 40 FOR 5.0 MI (8.0 KM) TO THE JUNCTION
 DG5335'OF COUNTY ROAD 314, TURN LEFT ON COUNTY ROAD 314 AND GO NORTHEASTERLY
 DG5335'FOR 3.8 MI (6.1 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DG5335'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.3 FT (9.1 CM) BELOW THE
 DG5335'LEVEL OF COUNTY ROAD 314. LOCATED 50.6 FT (15.4 M) NORTHWEST OF THE
 DG5335'APPROXIMATE CENTERLINE OF COUNTY ROAD 314, 25.9 FT (7.9 M) SOUTHWEST
 DG5335'OF THE NORTHEAST END OF A 5.0 FT (1.5 M) HIGH CHAINLINK FENCE, 10.0 FT
 DG5335'(3.0 M) SOUTHWEST OF A POWERPOLE WITH 2 GUY WIRES, 8.8 FT (2.7 M)
 DG5335'NORHTEAST OF A RIGHT-OF-WAY MARKER, 1.0 FT (0.3 M) SOUTHEAST OF A 5.0
 DG5335'FT (1.5 M) HIGH CHAINLINK FENCE AND 0.8 FT (24.4 CM) NORTH OF A
 DG5335'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8114 ***********************************************************************
 DE8114  DESIGNATION -  B 492
 DE8114  PID         -  DE8114
 DE8114  STATE/COUNTY-  FL/ST JOHNS
 DE8114  USGS QUAD   -  PICOLATA (1991)
 DE8114
 DE8114                         *CURRENT SURVEY CONTROL
 DE8114  ___________________________________________________________________
 DE8114* NAD 83(1986)-  29 55 09.     (N)    081 32 42.     (W)     SCALED    
 DE8114* NAVD 88     -         3.810  (meters)      12.50   (feet)  ADJUSTED  
 DE8114  ___________________________________________________________________
 DE8114  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DE8114  DYNAMIC HT  -           3.805 (meters)      12.48  (feet)  COMP
 DE8114  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 DE8114
 DE8114  VERT ORDER  -  SECOND    CLASS I
 DE8114
 DE8114.The horizontal coordinates were scaled from a topographic map and have
 DE8114.an estimated accuracy of +/- 6 seconds.
 DE8114
 DE8114.The orthometric height was determined by differential leveling
 DE8114.and adjusted by the National Geodetic Survey in May 2004..
 DE8114
 DE8114.The geoid height was determined by GEOID03.
 DE8114
 DE8114.The dynamic height is computed by dividing the NAVD 88
 DE8114.geopotential number by the normal gravity value computed on the
 DE8114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8114.degrees latitude (g = 980.6199 gals.).
 DE8114
 DE8114.The modeled gravity was interpolated from observed gravity values.
 DE8114
 DE8114;                    North         East    Units  Estimated Accuracy
 DE8114;SPC FL E     -   619,030.      147,380.      MT  (+/- 180 meters Scaled)
 DE8114
 DE8114                          SUPERSEDED SURVEY CONTROL
 DE8114
 DE8114.No superseded survey control is available for this station.
 DE8114
 DE8114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP473099(NAD 83)
 DE8114_MARKER: DD = SURVEY DISK
 DE8114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8114_STAMPING: B 492 2000
 DE8114_MARK LOGO: FLDNR 
 DE8114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8114+STABILITY: SURFACE MOTION
 DE8114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8114+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE8114
 DE8114  HISTORY     - Date     Condition        Report By
 DE8114  HISTORY     - 2000     MONUMENTED       FLDEP
 DE8114
 DE8114                          STATION DESCRIPTION
 DE8114
 DE8114'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 DE8114'THE MARK IS ABOUT 14.1 MI (22.7 KM) WEST OF SAINT AUGUSTINE, 2.9 MI
 DE8114'(4.7 KM) EAST OF PICOLATA ON COUNTY ROAD 208, IN SECTION 1, TOWNSHIP 7
 DE8114'SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE8114'ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON
 DE8114'BOULEVARD) IN SAINT AUGUSTINE, GO WEST ON STATE ROAD 16 (GREEN COVE
 DE8114'SPRINGS ROAD) FOR 5.4 MI (8.7 KM) TO THE INTERSTATE 95 OVERPASS,
 DE8114'CONTINUE WEST ON STATE ROAD 16 (GREEN COVE SPRINGS ROAD) FOR 0.1 MI
 DE8114'(0.2 KM) TO THE JUNCTION OF COUNTY ROAD 208 ON THE LEFT, TURN LEFT ON
 DE8114'COUNTY ROAD 208 AND GO WESTERLY FOR 8.4 MI (13.5 KM) TO THE JUNCTION
 DE8114'OF JOE ASTON ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE
 DE8114'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE
 DE8114'LEVEL OF THE GROUND AND 0.4 FT (12.2 CM) BELOW THE LEVEL OF COUNTY
 DE8114'ROAD 208. LOCATED 45.3 FT (13.8 M) NORTH OF THE APPROXIMATE CENTERLINE
 DE8114'OF COUNTY ROAD 208, 28.5 FT (8.7 M) WEST OF THE APPROXIMATE CENTERLINE
 DE8114'OF A DIRT ROAD, 27.5 FT (8.4 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DE8114'ADA ARNOLD ROAD AND 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5742 ***********************************************************************
 DG5742  DESIGNATION -  B 493
 DG5742  PID         -  DG5742
 DG5742  STATE/COUNTY-  FL/PUTNAM
 DG5742  USGS QUAD   -  HAWTHORNE (1984)
 DG5742
 DG5742                         *CURRENT SURVEY CONTROL
 DG5742  ___________________________________________________________________
 DG5742* NAD 83(1986)-  29 32 08.     (N)    082 00 36.     (W)     SCALED    
 DG5742* NAVD 88     -        33.501  (meters)     109.91   (feet)  ADJUSTED  
 DG5742  ___________________________________________________________________
 DG5742  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DG5742  DYNAMIC HT  -          33.455 (meters)     109.76  (feet)  COMP
 DG5742  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 DG5742
 DG5742  VERT ORDER  -  SECOND    CLASS I
 DG5742
 DG5742.The horizontal coordinates were scaled from a topographic map and have
 DG5742.an estimated accuracy of +/- 6 seconds.
 DG5742
 DG5742.The orthometric height was determined by differential leveling
 DG5742.and adjusted by the National Geodetic Survey in August 2004..
 DG5742
 DG5742.The geoid height was determined by GEOID03.
 DG5742
 DG5742.The dynamic height is computed by dividing the NAVD 88
 DG5742.geopotential number by the normal gravity value computed on the
 DG5742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5742.degrees latitude (g = 980.6199 gals.).
 DG5742
 DG5742.The modeled gravity was interpolated from observed gravity values.
 DG5742
 DG5742;                    North         East    Units  Estimated Accuracy
 DG5742;SPC FL E     -   576,810.      102,100.      MT  (+/- 180 meters Scaled)
 DG5742
 DG5742                          SUPERSEDED SURVEY CONTROL
 DG5742
 DG5742.No superseded survey control is available for this station.
 DG5742
 DG5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN021677(NAD 83)
 DG5742_MARKER: DD = SURVEY DISK
 DG5742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5742_STAMPING: B 493 2000
 DG5742_MARK LOGO: FLDEP 
 DG5742_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5742+STABILITY: SURFACE MOTION
 DG5742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5742+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5742
 DG5742  HISTORY     - Date     Condition        Report By
 DG5742  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5742
 DG5742                          STATION DESCRIPTION
 DG5742
 DG5742'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5742'THE MARK IS ABOUT 22.0 MI (35.4 KM) SOUTHEAST OF GAINESVILLE, 6.4 MI
 DG5742'(10.3 KM) EAST OF HAWTHORNE, ON LAKE SUSAN ROAD IN SECTION 16,
 DG5742'TOWNSHIP 11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 DG5742'INTERSECTION OF U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO
 DG5742'SOUTH ON U.S. HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF
 DG5742'HOLDEN PARK ROAD (SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK
 DG5742'ROAD (SE 6TH AVE) AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY
 DG5742'LINE, CONTINUE EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE
 DG5742'END OF THE PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND
 DG5742'THE JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON
 DG5742'LAKE SUSAN ROAD FOR 2.0 MI (3.2 KM) TO THE MARK ON THE LEFT, SET IN
 DG5742'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL
 DG5742'WITH LAKE SUSAN ROAD. LOCATED 240.0 FT (73.2 M) SOUTH OF A POWER POLE,
 DG5742'174.7 FT (53.2 M) SOUTHEAST OF THE EXTENED CENTERLINE OF A ROAD
 DG5742'LEADING SOUTHWEST, 31.9 FT (9.7 M) SOUTHEAST OF A METAL GATE TO A
 DG5742'FIELD, 29.1 FT (8.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE
 DG5742'SUSAN ROAD, 1.2 FT (0.4 M) SOUTHWEST OF A BARBWIRE FENCE AND 1.0 FT
 DG5742'(0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5373 ***********************************************************************
 DG5373  DESIGNATION -  B 494
 DG5373  PID         -  DG5373
 DG5373  STATE/COUNTY-  FL/LAKE
 DG5373  USGS QUAD   -  MASCOTTE (1969)
 DG5373
 DG5373                         *CURRENT SURVEY CONTROL
 DG5373  ___________________________________________________________________
 DG5373* NAD 83(1986)-  28 35 34.     (N)    081 53 23.     (W)     SCALED    
 DG5373* NAVD 88     -        39.887  (meters)     130.86   (feet)  ADJUSTED  
 DG5373  ___________________________________________________________________
 DG5373  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DG5373  DYNAMIC HT  -          39.830 (meters)     130.68  (feet)  COMP
 DG5373  MODELED GRAV-     979,209.6   (mgal)                       NAVD 88
 DG5373
 DG5373  VERT ORDER  -  FIRST     CLASS II
 DG5373
 DG5373.The horizontal coordinates were scaled from a topographic map and have
 DG5373.an estimated accuracy of +/- 6 seconds.
 DG5373
 DG5373.The orthometric height was determined by differential leveling
 DG5373.and adjusted by the National Geodetic Survey in August 2004..
 DG5373
 DG5373.The geoid height was determined by GEOID03.
 DG5373
 DG5373.The dynamic height is computed by dividing the NAVD 88
 DG5373.geopotential number by the normal gravity value computed on the
 DG5373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5373.degrees latitude (g = 980.6199 gals.).
 DG5373
 DG5373.The modeled gravity was interpolated from observed gravity values.
 DG5373
 DG5373;                    North         East    Units  Estimated Accuracy
 DG5373;SPC FL E     -   472,220.      112,970.      MT  (+/- 180 meters Scaled)
 DG5373
 DG5373                          SUPERSEDED SURVEY CONTROL
 DG5373
 DG5373.No superseded survey control is available for this station.
 DG5373
 DG5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM130631(NAD 83)
 DG5373_MARKER: DD = SURVEY DISK
 DG5373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5373_STAMPING: B 494 2000
 DG5373_MARK LOGO: FLDEP 
 DG5373_PROJECTION: RECESSED 3 CENTIMETERS
 DG5373_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5373+STABILITY: SURFACE MOTION
 DG5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5373+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DG5373
 DG5373  HISTORY     - Date     Condition        Report By
 DG5373  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5373  HISTORY     - 20040401 GOOD             FLDEP
 DG5373  HISTORY     - 20040401 GOOD             FLDEP
 DG5373
 DG5373                          STATION DESCRIPTION
 DG5373
 DG5373'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5373'THE MARK IS ABOUT 16.0 MI (25.7 KM) SOUTHWEST OF LEESBURG, 1.2 MI (1.9
 DG5373'KM) NORTH OF MASCOTTE ON COUNTY ROAD 33 AT THE JUNCTION OF CARDINAL
 DG5373'PINE ROAD, IN SECTION 10, TOWNSHIP 22 SOUTH, RANGE 24 EAST. TO REACH
 DG5373'THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND COUNTY ROAD 33 IN
 DG5373'MASCOTTE, GO NORTH ON COUNTY ROAD 33 FOR 1.15 MI (1.85 KM) TO THE
 DG5373'JUNCTION OF WEST CARDINAL PINE ROAD ON THE LEFT AND THE MARK ON THE
 DG5373'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1
 DG5373'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 33.
 DG5373'LOCATED 52.0 FT (15.8 M) WEST OF THE CENTERLINE OF COUNTY ROAD 33,
 DG5373'24.7 FT (7.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WEST CARDINAL
 DG5373'PINE ENTRANCE, 23.5 FT (7.2 M) EAST OF THE EAST END OF A CONCRETE WALL
 DG5373'(FOR A SIGN), 22.5 FT (6.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DG5373'WEST CARDINAL PINE ROAD EXIT AND 7.0 FT (2.1 M) WEST OF THE WEST END
 DG5373'OF THE CURB.
 DG5373
 DG5373                          STATION RECOVERY (2004)
 DG5373
 DG5373'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 DG5373'RECOVERED AS DESCRIBED.
 DG5373
 DG5373                          STATION RECOVERY (2004)
 DG5373
 DG5373'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 DG5373'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5495 ***********************************************************************
 DG5495  DESIGNATION -  B 495
 DG5495  PID         -  DG5495
 DG5495  STATE/COUNTY-  FL/VOLUSIA
 DG5495  USGS QUAD   -  OSCEOLA (1988)
 DG5495
 DG5495                         *CURRENT SURVEY CONTROL
 DG5495  ___________________________________________________________________
 DG5495* NAD 83(1986)-  28 49 40.     (N)    081 00 49.     (W)     SCALED    
 DG5495* NAVD 88     -         5.737  (meters)      18.82   (feet)  ADJUSTED  
 DG5495  ___________________________________________________________________
 DG5495  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DG5495  DYNAMIC HT  -           5.729 (meters)      18.80  (feet)  COMP
 DG5495  MODELED GRAV-     979,251.1   (mgal)                       NAVD 88
 DG5495
 DG5495  VERT ORDER  -  SECOND    CLASS I
 DG5495
 DG5495.The horizontal coordinates were scaled from a topographic map and have
 DG5495.an estimated accuracy of +/- 6 seconds.
 DG5495
 DG5495.The orthometric height was determined by differential leveling
 DG5495.and adjusted by the National Geodetic Survey in August 2004..
 DG5495
 DG5495.The geoid height was determined by GEOID03.
 DG5495
 DG5495.The dynamic height is computed by dividing the NAVD 88
 DG5495.geopotential number by the normal gravity value computed on the
 DG5495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5495.degrees latitude (g = 980.6199 gals.).
 DG5495
 DG5495.The modeled gravity was interpolated from observed gravity values.
 DG5495
 DG5495;                    North         East    Units  Estimated Accuracy
 DG5495;SPC FL E     -   497,940.      198,670.      MT  (+/- 180 meters Scaled)
 DG5495
 DG5495                          SUPERSEDED SURVEY CONTROL
 DG5495
 DG5495.No superseded survey control is available for this station.
 DG5495
 DG5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM986889(NAD 83)
 DG5495_MARKER: F = FLANGE-ENCASED ROD
 DG5495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5495_STAMPING: B 495 2000
 DG5495_MARK LOGO: NGS   
 DG5495_PROJECTION: FLUSH
 DG5495_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5495+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5495_ROD/PIPE-DEPTH: 23.7 meters
 DG5495
 DG5495  HISTORY     - Date     Condition        Report By
 DG5495  HISTORY     - 2000     MONUMENTED       FLDEP
 DG5495
 DG5495                          STATION DESCRIPTION
 DG5495
 DG5495'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5495'THE MARK IS ABOUT 13.0 MI (20.9 KM) WEST OF OAK HILL, 9.5 MI (15.3 KM)
 DG5495'EAST OF OSTEEN, IN SECTION 22, TOWNSHIP 19 SOUTH, RANGE 33 EAST. TO
 DG5495'REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 (DOYLE ROAD) AND
 DG5495'STATE ROAD 415 IN OSTEEN, GO SOUTHEAST ON STATE ROAD 415 FOR 0.2 MI
 DG5495'(0.3 KM) TO THE JUNCTION OF NEW SMYRNA BOULEVARD ON THE LEFT, TURN
 DG5495'LEFT ON NEW SMYRNA BOULEVARD AND GO SOUTHEAST FOR 0.05 MI (0.08 KM) TO
 DG5495'THE JUNCTION OF OSTEEN-MAYTOWN ROAD (FLORIDA AVENUE) ON THE LEFT, TURN
 DG5495'LEFT ON OSTEEN-MAYTOWN ROAD (FLORIDA AVENUE) AND GO EAST FOR 8.55 MI
 DG5495'(13.76 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DG5495'REFUSAL AT A DEPTH OF 77.6 FT (23.7 M) WITH A NGS LOGO CAP FLUSH WITH
 DG5495'THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF OSTEEN-MAYTOWN
 DG5495'ROAD, THE DATUM POINT IS RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 DG5495'THE NGS LOGO CAP. LOCATED 254.0 FT (77.4 M) NORTHWEST OF TELEPHONE
 DG5495'CONTROL BOX NUMEBR SBT02 (A CUT-OFF POWER POLE), 50.8 FT (15.5 M)
 DG5495'SOUTHWEST OF THE CENTERLINE OF OSTEEN-MAYTOWN ROAD, 3.0 FT (0.9 M)
 DG5495'NORTHEAST OF A BARBWIRE FENCE AND 0.8 FT (24.4 CM) NORTHEAST OF A
 DG5495'POWER POLE WITH TWO GUY WIRES ATTACHED. NOTE ACCESS TO THE DATUM POINT
 DG5495'IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7645 ***********************************************************************
 AJ7645  DESIGNATION -  B 496
 AJ7645  PID         -  AJ7645
 AJ7645  STATE/COUNTY-  FL/OSCEOLA
 AJ7645  USGS QUAD   -  HOLOPAW SE (1980)
 AJ7645
 AJ7645                         *CURRENT SURVEY CONTROL
 AJ7645  ___________________________________________________________________
 AJ7645* NAD 83(1986)-  28 00 39.     (N)    081 01 37.     (W)     SCALED    
 AJ7645* NAVD 88     -        18.067  (meters)      59.27   (feet)  ADJUSTED  
 AJ7645  ___________________________________________________________________
 AJ7645  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AJ7645  DYNAMIC HT  -          18.040 (meters)      59.19  (feet)  COMP
 AJ7645  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AJ7645
 AJ7645  VERT ORDER  -  SECOND    CLASS I
 AJ7645
 AJ7645.The horizontal coordinates were scaled from a topographic map and have
 AJ7645.an estimated accuracy of +/- 6 seconds.
 AJ7645
 AJ7645.The orthometric height was determined by differential leveling
 AJ7645.and adjusted by the National Geodetic Survey in March 2002..
 AJ7645
 AJ7645.The geoid height was determined by GEOID03.
 AJ7645
 AJ7645.The dynamic height is computed by dividing the NAVD 88
 AJ7645.geopotential number by the normal gravity value computed on the
 AJ7645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7645.degrees latitude (g = 980.6199 gals.).
 AJ7645
 AJ7645.The modeled gravity was interpolated from observed gravity values.
 AJ7645
 AJ7645;                    North         East    Units  Estimated Accuracy
 AJ7645;SPC FL E     -   407,410.      197,350.      MT  (+/- 180 meters Scaled)
 AJ7645
 AJ7645                          SUPERSEDED SURVEY CONTROL
 AJ7645
 AJ7645.No superseded survey control is available for this station.
 AJ7645
 AJ7645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML973984(NAD 83)
 AJ7645_MARKER: DD = SURVEY DISK
 AJ7645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7645_STAMPING: B 496 2000
 AJ7645_MARK LOGO: FLDEP 
 AJ7645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7645+STABILITY: SURFACE MOTION
 AJ7645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7645+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ7645
 AJ7645  HISTORY     - Date     Condition        Report By
 AJ7645  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ7645
 AJ7645                          STATION DESCRIPTION
 AJ7645
 AJ7645'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ7645'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTH OF HOLOPAW, 9.7 MI (15.6 KM)
 AJ7645'NORTHWEST OF KENANSVILLE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 33
 AJ7645'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.  HIGHWAY 192 (EAST
 AJ7645'BRONSON HIGHWAY) AND U.S.  HIGHWAY 441 (HOLOPAW ROAD) IN HOLOPAW, GO
 AJ7645'SOUTH ON U.S.  HIGHWAY 441 FOR 10.05 MI (16.17 KM) TO THE JUNCTION OF
 AJ7645'PURE COUNTRY ROAD ON THE LEFT AND THE MARK ON THE RIGHT.  THE MARK CAN
 AJ7645'ALSO BE REACHED FROM THE JUNCTION OF COUNTY ROAD 523 (SOUTH CANOE
 AJ7645'CREEK ROAD) AND U.S.  HIGHWAY 441 (SOUTH KENANSVILLE ROAD) IN
 AJ7645'KENANSVILLE, GO NORTH-NORTHWEST ON U.S.  HIGHWAY 441 (STATE ROAD 15)
 AJ7645'FOR 9.7 MI (15.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AJ7645'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH U.S.
 AJ7645'HIGHWAY 441. LOCATED 75.0 FT (22.9 M) SOUTH OF THE EXTENDED CENTERLINE
 AJ7645'OF PURE COUNTRY ROAD, 48.4 FT (14.8 M) SOUTHWEST OF THE CENTERLINE OF
 AJ7645'U.S. HIGHWAY 441, 22.0 FT (6.7 M) NORTHEAST OF A BARBWIRE FENCE, 14.3
 AJ7645'FT (4.4 M) SOUTHEAST OF POWER POLE NUMBER FPCA10060 AND 0.6 FT (18.3
 AJ7645'CM) NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5748 ***********************************************************************
 DE5748  DESIGNATION -  B 497
 DE5748  PID         -  DE5748
 DE5748  STATE/COUNTY-  FL/ST JOHNS
 DE5748  USGS QUAD   -  FLEMING ISLAND (1992)
 DE5748
 DE5748                         *CURRENT SURVEY CONTROL
 DE5748  ___________________________________________________________________
 DE5748* NAD 83(1986)-  30 03 53.     (N)    081 39 41.     (W)     SCALED    
 DE5748* NAVD 88     -         5.723  (meters)      18.78   (feet)  ADJUSTED  
 DE5748  ___________________________________________________________________
 DE5748  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DE5748  DYNAMIC HT  -           5.716 (meters)      18.75  (feet)  COMP
 DE5748  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 DE5748
 DE5748  VERT ORDER  -  SECOND    CLASS I
 DE5748
 DE5748.The horizontal coordinates were scaled from a topographic map and have
 DE5748.an estimated accuracy of +/- 6 seconds.
 DE5748
 DE5748.The orthometric height was determined by differential leveling
 DE5748.and adjusted by the National Geodetic Survey in May 2004..
 DE5748
 DE5748.The geoid height was determined by GEOID03.
 DE5748
 DE5748.The dynamic height is computed by dividing the NAVD 88
 DE5748.geopotential number by the normal gravity value computed on the
 DE5748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5748.degrees latitude (g = 980.6199 gals.).
 DE5748
 DE5748.The modeled gravity was interpolated from observed gravity values.
 DE5748
 DE5748;                    North         East    Units  Estimated Accuracy
 DE5748;SPC FL E     -   635,230.      136,230.      MT  (+/- 180 meters Scaled)
 DE5748
 DE5748                          SUPERSEDED SURVEY CONTROL
 DE5748
 DE5748.No superseded survey control is available for this station.
 DE5748
 DE5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP362261(NAD 83)
 DE5748_MARKER: DD = SURVEY DISK
 DE5748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5748_STAMPING: B 497 2000
 DE5748_MARK LOGO: FLDEP 
 DE5748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5748+STABILITY: SURFACE MOTION
 DE5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE5748+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE5748
 DE5748  HISTORY     - Date     Condition        Report By
 DE5748  HISTORY     - 2000     MONUMENTED       FLDEP
 DE5748
 DE5748                          STATION DESCRIPTION
 DE5748
 DE5748'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM)
 DE5748'THE MARK IS ABOUT 24.0 MI (38.6 KM) SOUTH OF JACKSONVILLE, 14.0 MI
 DE5748'(22.5 KM) WEST OF DURBIN, 1.2 MI (1.9 KM) SOUTHWEST OF SWITZERLAND IN
 DE5748'SECTION 44, TOWNSHIP 5 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 DE5748'THE INTERSECTION OF INTERSTATE 295 AND STATE ROAD 13 SOUTH OF
 DE5748'JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE BOULEVARD) FOR 9.35
 DE5748'TO THE JUNCTION OF GREENBRIAR ROAD ON THE LEFT AND THE MARK ON THE
 DE5748'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DE5748'GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF STATE ROAD 13. LOCATED
 DE5748'210.0 FT (64.0 M) NORTH OF THE EXTENDED CENTERLINE OF GREENBRIAR ROAD,
 DE5748'66.0 FT (20.1 M) WEST OF THE CENTERLINE OF STATE ROAD 13, 7.6 FT (2.3
 DE5748'M) SOUTH OF THE SOUTHWEST CORNER OF 11.0 FT (3.4 M) X 11.0 FT (3.4 M)
 DE5748'CONCRETE PAD WITH A BOX, 1.3 FT (0.4 M) EAST OF GREEN CHAINLINK FENCE,
 DE5748'1.3 FT (0.4 M) NORTH OF A HOGWIRE FENCE AND 0.8 FT (24.4 CM) SOUTHEAST
 DE5748'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6489 ***********************************************************************
 AJ6489  DESIGNATION -  B 498
 AJ6489  PID         -  AJ6489
 AJ6489  STATE/COUNTY-  FL/BROWARD
 AJ6489  USGS QUAD   -  EAST OF LONE PALM (1973)
 AJ6489
 AJ6489                         *CURRENT SURVEY CONTROL
 AJ6489  ___________________________________________________________________
 AJ6489* NAD 83(1986)-  26 08 45.     (N)    080 39 00.     (W)     SCALED    
 AJ6489* NAVD 88     -         3.663  (meters)      12.02   (feet)  ADJUSTED  
 AJ6489  ___________________________________________________________________
 AJ6489  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AJ6489  DYNAMIC HT  -           3.657 (meters)      12.00  (feet)  COMP
 AJ6489  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AJ6489
 AJ6489  VERT ORDER  -  FIRST     CLASS II
 AJ6489
 AJ6489.The horizontal coordinates were scaled from a topographic map and have
 AJ6489.an estimated accuracy of +/- 6 seconds.
 AJ6489
 AJ6489.The orthometric height was determined by differential leveling
 AJ6489.and adjusted by the National Geodetic Survey in December 2001..
 AJ6489
 AJ6489.The geoid height was determined by GEOID03.
 AJ6489
 AJ6489.The dynamic height is computed by dividing the NAVD 88
 AJ6489.geopotential number by the normal gravity value computed on the
 AJ6489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6489.degrees latitude (g = 980.6199 gals.).
 AJ6489
 AJ6489.The modeled gravity was interpolated from observed gravity values.
 AJ6489
 AJ6489;                    North         East    Units  Estimated Accuracy
 AJ6489;SPC FL E     -   200,820.      235,000.      MT  (+/- 180 meters Scaled)
 AJ6489
 AJ6489                          SUPERSEDED SURVEY CONTROL
 AJ6489
 AJ6489.No superseded survey control is available for this station.
 AJ6489
 AJ6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ349918(NAD 83)
 AJ6489_MARKER: DD = SURVEY DISK
 AJ6489_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ6489_SP_SET: DRAIN
 AJ6489_STAMPING: B 498 2000
 AJ6489_MARK LOGO: FLDEP 
 AJ6489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6489+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6489
 AJ6489  HISTORY     - Date     Condition        Report By
 AJ6489  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ6489
 AJ6489                          STATION DESCRIPTION
 AJ6489
 AJ6489'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6489'THE MARK IS ABOUT 13.0 MI (20.9 KM) WEST OF ANDYTOWN, ESTIMATED
 AJ6489'SECTION 33, TOWNSHIP 49 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AJ6489'THE JUNCTION OF U.S HIGHWAY 27 AND INTERSTATE HIGHWAY 75 OVERPASS
 AJ6489'(ALLIGATOR ALLEY, STATE ROAD 84) IN ANDYTOWN, GO WEST ON INTERSTATE
 AJ6489'HIGHWAY 75 (ALLIGATOR ALLEY, STATE ROAD 84) FOR 1.6 MI (2.6 KM) TO THE
 AJ6489'ALLIGATOR ALLEY TOLL BOOTH, CONTINUE WEST ON INTERSTATE HIGHWAY 75
 AJ6489'(ALLIGATOR ALLEY, STATE ROAD 84) FOR 11.5 MI (18.5 KM) TO THE MARK ON
 AJ6489'THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 AJ6489'DRAIN 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND AND 5.0 FT (1.5 M)
 AJ6489'BELOW THE LEVEL OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 75.
 AJ6489'LOCATED 105.0 FT (32.0 M) NORTH-NORTHEAST OF AND A CROSS THE EASTBOUND
 AJ6489'LANES FROM A REST AREA SIGN, 58.2 FT (17.7 M) SOUTH OF THE CENTERLINE
 AJ6489'OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 75, 54.9 FT (16.7 M)
 AJ6489'NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY
 AJ6489'75 AND 0.6 FT (18.3 CM) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6085 ***********************************************************************
 AJ6085  DESIGNATION -  B 499
 AJ6085  PID         -  AJ6085
 AJ6085  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6085  USGS QUAD   -  TAYLOR CREEK SW (1972)
 AJ6085
 AJ6085                         *CURRENT SURVEY CONTROL
 AJ6085  ___________________________________________________________________
 AJ6085* NAD 83(1986)-  27 19 23.     (N)    080 55 13.     (W)     SCALED    
 AJ6085* NAVD 88     -         9.632  (meters)      31.60   (feet)  ADJUSTED  
 AJ6085  ___________________________________________________________________
 AJ6085  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AJ6085  DYNAMIC HT  -           9.617 (meters)      31.55  (feet)  COMP
 AJ6085  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 AJ6085
 AJ6085  VERT ORDER  -  SECOND    CLASS I
 AJ6085
 AJ6085.The horizontal coordinates were scaled from a topographic map and have
 AJ6085.an estimated accuracy of +/- 6 seconds.
 AJ6085
 AJ6085.The orthometric height was determined by differential leveling
 AJ6085.and adjusted by the National Geodetic Survey in January 2002..
 AJ6085
 AJ6085.The geoid height was determined by GEOID03.
 AJ6085
 AJ6085.The dynamic height is computed by dividing the NAVD 88
 AJ6085.geopotential number by the normal gravity value computed on the
 AJ6085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6085.degrees latitude (g = 980.6199 gals.).
 AJ6085
 AJ6085.The modeled gravity was interpolated from observed gravity values.
 AJ6085
 AJ6085;                    North         East    Units  Estimated Accuracy
 AJ6085;SPC FL E     -   331,200.      207,890.      MT  (+/- 180 meters Scaled)
 AJ6085
 AJ6085                          SUPERSEDED SURVEY CONTROL
 AJ6085
 AJ6085.No superseded survey control is available for this station.
 AJ6085
 AJ6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL078222(NAD 83)
 AJ6085_MARKER: DD = SURVEY DISK
 AJ6085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6085_STAMPING: B 499 2000
 AJ6085_MARK LOGO: FLDEP 
 AJ6085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6085+STABILITY: SURFACE MOTION
 AJ6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6085+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6085
 AJ6085  HISTORY     - Date     Condition        Report By
 AJ6085  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ6085
 AJ6085                          STATION DESCRIPTION
 AJ6085
 AJ6085'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6085'THE MARK IS ABOUT 41.3 MI (66.5 KM) SOUTHEAST OF SEBRING, 8.3 MI (13.4
 AJ6085'KM) NORTHWEST OF OKEECHOBEE ON U.S.  HIGHWAY 98, IN SECTION 22,
 AJ6085'TOWNSHIP 36 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ6085'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.  HIGHWAY
 AJ6085'98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON U.S.
 AJ6085'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM) TO
 AJ6085'THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AJ6085'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AJ6085'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 6.6 MI
 AJ6085'(10.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AJ6085'MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND
 AJ6085'2.0 FT (0.6 M) BELOW THE LEVEL OF U.S.  HIGHWAY 98. LOCATED 90.0 FT
 AJ6085'(27.4 M) SOUTHEAST OF THE SOUTHEAST END OF A RIP-RAP HEADWALL, 50.0 FT
 AJ6085'(15.2 M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 98, 16.0 FT (4.9
 AJ6085'M) NORTHEAST OF A BARBWIRE FENCE AND 8.0 FT (2.4 M) NORTHEAST OF POWER
 AJ6085'POLE WITH A METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0643 ***********************************************************************
 BD0643  DESIGNATION -  B 5
 BD0643  PID         -  BD0643
 BD0643  STATE/COUNTY-  FL/MADISON
 BD0643  USGS QUAD   -  LEE (1993)
 BD0643
 BD0643                         *CURRENT SURVEY CONTROL
 BD0643  ___________________________________________________________________
 BD0643* NAD 83(1986)-  30 24 47.     (N)    083 16 32.     (W)     SCALED    
 BD0643* NAVD 88     -        27.000  (meters)      88.58   (feet)  POSTED    
 BD0643  ___________________________________________________________________
 BD0643  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BD0643  DYNAMIC HT  -          26.970 (meters)      88.48  (feet)  COMP
 BD0643  MODELED GRAV-     979,339.6   (mgal)                       NAVD 88
 BD0643
 BD0643  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BD0643
 BD0643.The horizontal coordinates were scaled from a topographic map and have
 BD0643.an estimated accuracy of +/- 6 seconds.
 BD0643
 BD0643.The orthometric height was determined by differential leveling
 BD0643.and adjusted by the National Geodetic Survey in 1992..
 BD0643.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BD0643.rate of 1.1 thru 2.0 mm/km.
 BD0643
 BD0643.The geoid height was determined by GEOID03.
 BD0643
 BD0643.The dynamic height is computed by dividing the NAVD 88
 BD0643.geopotential number by the normal gravity value computed on the
 BD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0643.degrees latitude (g = 980.6199 gals.).
 BD0643
 BD0643.The modeled gravity was interpolated from observed gravity values.
 BD0643
 BD0643;                    North         East    Units  Estimated Accuracy
 BD0643;SPC FL N     -   157,270.      717,640.      MT  (+/- 180 meters Scaled)
 BD0643
 BD0643                          SUPERSEDED SURVEY CONTROL
 BD0643
 BD0643.No superseded survey control is available for this station.
 BD0643
 BD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP814667(NAD 83)
 BD0643_MARKER: DB = BENCH MARK DISK
 BD0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0643_STAMPING: B 5
 BD0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0643+STABILITY: SURFACE MOTION
 BD0643
 BD0643  HISTORY     - Date     Condition        Report By
 BD0643  HISTORY     - UNK      MONUMENTED       CGS
 BD0643  HISTORY     - 1954     GOOD             NGS
 BD0643
 BD0643                          STATION DESCRIPTION
 BD0643
 BD0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0643'6 MI W FROM ELLAVILLE.
 BD0643'6 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM ELLAVILLE,
 BD0643'MADISON COUNTY, ABOUT 1,000 FEET NORTHEAST OF A ONE AND A HALF
 BD0643'STORY HOUSE, AT OLD MILEPOST 101, OPPOSITE A SMALL FILLING
 BD0643'STATION, AND 25 FEET SOUTH OF THE TRACK.  A STANDARD DISK SET IN
 BD0643'THE TOP OF A CONCRETE POST.  NOTE-- A NEW RAILWAY SIDING HAS
 BD0643'BEEN BUILT RECENTLY ALONG SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0582 ***********************************************************************
 AR0582  DESIGNATION -  B 50
 AR0582  PID         -  AR0582
 AR0582  STATE/COUNTY-  FL/ALACHUA
 AR0582  USGS QUAD   -  HAWTHORNE (1984)
 AR0582
 AR0582                         *CURRENT SURVEY CONTROL
 AR0582  ___________________________________________________________________
 AR0582* NAD 83(1986)-  29 35 40.     (N)    082 03 43.     (W)     SCALED    
 AR0582* NAVD 88     -        41.544  (meters)     136.30   (feet)  ADJUSTED  
 AR0582  ___________________________________________________________________
 AR0582  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AR0582  DYNAMIC HT  -          41.487 (meters)     136.11  (feet)  COMP
 AR0582  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AR0582
 AR0582  VERT ORDER  -  FIRST     CLASS I
 AR0582
 AR0582.The horizontal coordinates were scaled from a topographic map and have
 AR0582.an estimated accuracy of +/- 6 seconds.
 AR0582
 AR0582.The orthometric height was determined by differential leveling
 AR0582.and adjusted by the National Geodetic Survey in June 1991..
 AR0582
 AR0582.The geoid height was determined by GEOID03.
 AR0582
 AR0582.The dynamic height is computed by dividing the NAVD 88
 AR0582.geopotential number by the normal gravity value computed on the
 AR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0582.degrees latitude (g = 980.6199 gals.).
 AR0582
 AR0582.The modeled gravity was interpolated from observed gravity values.
 AR0582
 AR0582;                    North         East    Units  Estimated Accuracy
 AR0582;SPC FL N     -    68,420.      836,170.      MT  (+/- 180 meters Scaled)
 AR0582
 AR0582                          SUPERSEDED SURVEY CONTROL
 AR0582
 AR0582  NGVD 29 (??/??/92)   41.813  (m)          137.18   (f) ADJ UNCH    1 1
 AR0582
 AR0582.Superseded values are not recommended for survey control.
 AR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0582.See file dsdata.txt to determine how the superseded data were derived.
 AR0582
 AR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN971743(NAD 83)
 AR0582_MARKER: DD = SURVEY DISK
 AR0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0582_STAMPING: B 50
 AR0582_MARK LOGO: CGS+SS
 AR0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0582+STABILITY: SURFACE MOTION
 AR0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR0582+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1992
 AR0582
 AR0582  HISTORY     - Date     Condition        Report By
 AR0582  HISTORY     - 1966     MONUMENTED       FLGS
 AR0582  HISTORY     - 1966     GOOD             NGS
 AR0582  HISTORY     - 1974     GOOD             FLGS
 AR0582  HISTORY     - 19921010 GOOD             FLDNR
 AR0582
 AR0582                          STATION DESCRIPTION
 AR0582
 AR0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AR0582'1.5 MI E FROM HAWTHORNE.
 AR0582'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 20 FROM THE HIGHWAY
 AR0582'OVERPASS OVER U.S. HIGHWAY 301 AT HAWTHORNE, ABOUT 0.25 MILE
 AR0582'EAST OF A 50-FOOT CONCRETE HIGHWAY BRIDGE OVER A STREAM, NEAR
 AR0582'THE JUNCTION OF DIM ROAD LEADING NORTH, 50 FEET NORTH OF THE
 AR0582'CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF
 AR0582'THE DIM ROAD, 5 1/2 FEET SOUTH OF A FENCE LINE, 5.5 FEET SOUTH
 AR0582'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 AR0582'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AR0582
 AR0582                          STATION RECOVERY (1974)
 AR0582
 AR0582'RECOVERY NOTE BY FLORIDA GEODETIC SURVEY 1974
 AR0582'RECOVERED IN GOOD CONDITION.
 AR0582
 AR0582                          STATION RECOVERY (1992)
 AR0582
 AR0582'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 AR0582'THE MARK IS ABOUT 26.2 MI (42.2 KM) WEST OF PALATKA, 18.5 MI (29.8 KM)
 AR0582'SOUTHEAST OF GAINESVILLE, 1.5 MI (2.4 KM) EAST OF HAWTHORNE IN SECTION
 AR0582'25, T 10 S, R 22 E. TO REACH THE MARK FROM THE INTERSECTION OF U.S.
 AR0582'HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO EAST ON STATE ROAD 20
 AR0582'FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF A DIM ROAD ON THE LEFT AND THE
 AR0582'MARK ON THE LEFT, SET ON THE TOP OF A CONCRETE POST RECESSED 0.1 FT
 AR0582'(3.0 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE ROAD
 AR0582'20. LOCATED 50.0 FT (15.2 M) NORTH OF THE CENTERLINE OF STATE ROAD 20,
 AR0582'18.0 FT (5.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIM ROAD,
 AR0582'6.5 FT (2.0 M) SOUTH OF THE FENCE LINE AND 0.5 FT (15.2 CM) SOUTH OF A
 AR0582'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0606 ***********************************************************************
 AR0606  DESIGNATION -  B 50
 AR0606  PID         -  AR0606
 AR0606  STATE/COUNTY-  FL/LEVY
 AR0606  USGS QUAD   -  MANATEE SPRINGS (1988)
 AR0606
 AR0606                         *CURRENT SURVEY CONTROL
 AR0606  ___________________________________________________________________
 AR0606* NAD 83(1986)-  29 28 28.     (N)    082 53 20.     (W)     SCALED    
 AR0606* NAVD 88     -        10.672  (meters)      35.01   (feet)  ADJUSTED  
 AR0606  ___________________________________________________________________
 AR0606  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AR0606  DYNAMIC HT  -          10.658 (meters)      34.97  (feet)  COMP
 AR0606  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AR0606
 AR0606  VERT ORDER  -  FIRST     CLASS II
 AR0606
 AR0606.The horizontal coordinates were scaled from a topographic map and have
 AR0606.an estimated accuracy of +/- 6 seconds.
 AR0606
 AR0606.The orthometric height was determined by differential leveling
 AR0606.and adjusted by the National Geodetic Survey in June 1991..
 AR0606
 AR0606.The geoid height was determined by GEOID03.
 AR0606
 AR0606.The dynamic height is computed by dividing the NAVD 88
 AR0606.geopotential number by the normal gravity value computed on the
 AR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0606.degrees latitude (g = 980.6199 gals.).
 AR0606
 AR0606.The modeled gravity was interpolated from observed gravity values.
 AR0606
 AR0606;                    North         East    Units  Estimated Accuracy
 AR0606;SPC FL W     -   569,940.      113,790.      MT  (+/- 180 meters Scaled)
 AR0606
 AR0606                          SUPERSEDED SURVEY CONTROL
 AR0606
 AR0606  NGVD 29 (??/??/92)   10.86   (m)           35.6    (f) COMPUTED    1 2
 AR0606
 AR0606.Superseded values are not recommended for survey control.
 AR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0606.See file dsdata.txt to determine how the superseded data were derived.
 AR0606
 AR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN168620(NAD 83)
 AR0606_MARKER: DB = BENCH MARK DISK
 AR0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0606_STAMPING: 35.617 B 50 1934
 AR0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0606+STABILITY: SURFACE MOTION
 AR0606
 AR0606  HISTORY     - Date     Condition        Report By
 AR0606  HISTORY     - 1934     MONUMENTED       CGS
 AR0606  HISTORY     - 1954     GOOD             NGS
 AR0606  HISTORY     - 1966     MARK NOT FOUND   NGS
 AR0606  HISTORY     - 19950419 MARK NOT FOUND   USPSQD
 AR0606
 AR0606                          STATION DESCRIPTION
 AR0606
 AR0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0606'1.8 MI S FROM CHIEFLAND.
 AR0606'1.75 MILES SOUTH ALONG STATE HIGHWAY 345 FROM THE INTERSECTION
 AR0606'OF U.S. HIGHWAY 19 - 98 AT CHIEFLAND, ON THE OUTSIDE OF A CURVE
 AR0606'IN THE HIGHWAY WITH TANGENTS EXTENDING EAST AND SOUTH, AT THE EAST
 AR0606'POINT OF A ROAD TRIANGLE, ABOUT 85 YARDS WEST-SOUTHWEST OF A JUNCTION
 AR0606'OF A ROAD WEST AND EAST POINT OF TRIANGLE, 50 FEET NORTHWEST OF
 AR0606'CENTER LINE OF HIGHWAY, 60 FEET SOUTH OF CENTER LINE OF ROAD WEST,
 AR0606'18 1/2 FEET SOUTHWEST OF A TWIN 12-INCH OAK TREE, ABOUT 2 FEET
 AR0606'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AR0606'PROJECTING 3 INCHES.
 AR0606
 AR0606                          STATION RECOVERY (1966)
 AR0606
 AR0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AR0606'MARK NOT FOUND.
 AR0606
 AR0606                          STATION RECOVERY (1995)
 AR0606
 AR0606'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8144 ***********************************************************************
 AD8144  DESIGNATION -  B 50
 AD8144  PID         -  AD8144
 AD8144  STATE/COUNTY-  FL/BROWARD
 AD8144  USGS QUAD   -  NORTH OF LONE PALM (1979)
 AD8144
 AD8144                         *CURRENT SURVEY CONTROL
 AD8144  ___________________________________________________________________
 AD8144* NAD 83(1986)-  26 19 58.     (N)    080 45 50.     (W)     SCALED    
 AD8144* NAVD 88     -         3.995  (meters)      13.11   (feet)  ADJUSTED  
 AD8144  ___________________________________________________________________
 AD8144  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AD8144  DYNAMIC HT  -           3.988 (meters)      13.08  (feet)  COMP
 AD8144  MODELED GRAV-     979,062.9   (mgal)                       NAVD 88
 AD8144
 AD8144  VERT ORDER  -  FIRST     CLASS II
 AD8144
 AD8144.The horizontal coordinates were scaled from a topographic map and have
 AD8144.an estimated accuracy of +/- 6 seconds.
 AD8144
 AD8144.The orthometric height was determined by differential leveling
 AD8144.and adjusted by the National Geodetic Survey in September 1992..
 AD8144
 AD8144.The geoid height was determined by GEOID03.
 AD8144
 AD8144.The dynamic height is computed by dividing the NAVD 88
 AD8144.geopotential number by the normal gravity value computed on the
 AD8144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8144.degrees latitude (g = 980.6199 gals.).
 AD8144
 AD8144.The modeled gravity was interpolated from observed gravity values.
 AD8144
 AD8144;                    North         East    Units  Estimated Accuracy
 AD8144;SPC FL E     -   221,500.      223,570.      MT  (+/- 180 meters Scaled)
 AD8144
 AD8144                          SUPERSEDED SURVEY CONTROL
 AD8144
 AD8144  NGVD 29 (09/01/92)    4.434  (m)           14.55   (f) ADJUSTED    1 2
 AD8144
 AD8144.Superseded values are not recommended for survey control.
 AD8144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8144.See file dsdata.txt to determine how the superseded data were derived.
 AD8144
 AD8144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK235125(NAD 83)
 AD8144_MARKER: DD = SURVEY DISK
 AD8144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8144_SP_SET: POWER LINE FOOTING
 AD8144_STAMPING: B 50 BM SFWMD
 AD8144_MARK LOGO: SFLWMD
 AD8144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8144+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1996
 AD8144
 AD8144  HISTORY     - Date     Condition        Report By
 AD8144  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8144  HISTORY     - 19920316 GOOD             NGS
 AD8144  HISTORY     - 19960908 GOOD             FLDEP
 AD8144  HISTORY     - 20040527 GOOD             INDIV
 AD8144  HISTORY     - 20041005 GOOD             MCKIM
 AD8144
 AD8144                          STATION DESCRIPTION
 AD8144
 AD8144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8144'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8144'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 22.7 KM
 AD8144'(14.10 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8144'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 57, 33.7 M (110.6
 AD8144'FT) NORTH OF THE CENTER OF THE ROAD, 5.2 M (17.1 FT) WEST OF THE
 AD8144'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8144'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8144
 AD8144                          STATION RECOVERY (1996)
 AD8144
 AD8144'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8144'THE MARK IS ABOUT 30.5 MI (49.1 KM) SOUTH-SOUTHEAST OF CLEWISTON, 24.7
 AD8144'MI (39.7 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN ESTIMATED SECTION 8,
 AD8144'TOWNSHIP 48 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST
 AD8144'OFFICE IN LAKE HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE
 AD8144'OF CANAL) FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE
 AD8144'SOUTHERLY ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE
 AD8144'JUNCTION OF ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI
 AD8144'CANAL ROAD FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD,
 AD8144'TURN LEFT ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO
 AD8144'THE EAST SIDE OF THE CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN
 AD8144'RIGHT ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12 KM)
 AD8144'TO THE Y-JUNCTION OF LEVEE ROAD NUMBER L-5 (NORTH SIDE OF CANAL) ,
 AD8144'CONTINUE EASTERLY ON LEVEE ROAD NUMBER L-5 FOR 0.35 MI (0.56 KM) TO
 AD8144'THE MARK ON THE LEFT, SET FLUSH IN THE SOUTH CONCRETE FOOTER OF A
 AD8144'LARGE METAL POWER POLE FOR A HIGH TENSION POWER LINE AND ABOUT 3.0 FT
 AD8144'(0.9 M) BELOW THE LEVEE ROAD. LOCATED 110.6 FT (33.7 M) NORTH OF THE
 AD8144'APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 17.1 FT (5.2 M) WEST OF THE
 AD8144'APPROXIMATE CENTERLINE OF A DIM TRACK ROAD AND 0.3 FT (9.1 CM) SOUTH
 AD8144'OF THE SOUTH EDGE OF THE POWER POLE. NOTE CONTACT GENE TANNER, SOUTH
 AD8144'FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON FIELD STATION,
 AD8144'PHONE NUMBER 813-983-1431.
 AD8144
 AD8144                          STATION RECOVERY (2004)
 AD8144
 AD8144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LB)
 AD8144'RECOVERED IN GOOD CONDITION.
 AD8144
 AD8144                          STATION RECOVERY (2004)
 AD8144
 AD8144'RECOVERY NOTE BY MCKIM AND CREED 2004 (BRH)
 AD8144' 
 AD8144' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5764 ***********************************************************************
 DE5764  DESIGNATION -  B 500
 DE5764  PID         -  DE5764
 DE5764  STATE/COUNTY-  FL/ST JOHNS
 DE5764  USGS QUAD   -  DURBIN (1992)
 DE5764
 DE5764                         *CURRENT SURVEY CONTROL
 DE5764  ___________________________________________________________________
 DE5764* NAD 83(1986)-  30 07 11.     (N)    081 24 35.     (W)     SCALED    
 DE5764* NAVD 88     -         5.714  (meters)      18.75   (feet)  ADJUSTED  
 DE5764  ___________________________________________________________________
 DE5764  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DE5764  DYNAMIC HT  -           5.707 (meters)      18.72  (feet)  COMP
 DE5764  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 DE5764
 DE5764  VERT ORDER  -  SECOND    CLASS I
 DE5764
 DE5764.The horizontal coordinates were scaled from a topographic map and have
 DE5764.an estimated accuracy of +/- 6 seconds.
 DE5764
 DE5764.The orthometric height was determined by differential leveling
 DE5764.and adjusted by the National Geodetic Survey in May 2004..
 DE5764
 DE5764.The geoid height was determined by GEOID03.
 DE5764
 DE5764.The dynamic height is computed by dividing the NAVD 88
 DE5764.geopotential number by the normal gravity value computed on the
 DE5764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5764.degrees latitude (g = 980.6199 gals.).
 DE5764
 DE5764.The modeled gravity was interpolated from observed gravity values.
 DE5764
 DE5764;                    North         East    Units  Estimated Accuracy
 DE5764;SPC FL E     -   641,210.      160,520.      MT  (+/- 180 meters Scaled)
 DE5764
 DE5764                          SUPERSEDED SURVEY CONTROL
 DE5764
 DE5764.No superseded survey control is available for this station.
 DE5764
 DE5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP605321(NAD 83)
 DE5764_MARKER: DD = SURVEY DISK
 DE5764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5764_STAMPING: B 500 2000
 DE5764_MARK LOGO: FLDEP 
 DE5764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5764+STABILITY: SURFACE MOTION
 DE5764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE5764+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE5764
 DE5764  HISTORY     - Date     Condition        Report By
 DE5764  HISTORY     - 2000     MONUMENTED       FLDEP
 DE5764
 DE5764                          STATION DESCRIPTION
 DE5764
 DE5764'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE5764'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF PONTE VEDRA BEACH, 3.8
 DE5764'MI (6.1 KM) EAST OF DURBIN ON COUNTY ROAD 210, IN SECTION 32, TOWNSHIP
 DE5764'4 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 DE5764'HIGHWAY 1 AND WEST COUNTY ROAD 210 IN DURBIN, GO NORTH ON U.S. HIGHWAY
 DE5764'1 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF COUNTY ROAD 210 EAST, TURN
 DE5764'RIGHT ON COUNTY ROAD 210 EAST AND GO NORTHEAST FOR 3.8 MI (6.1 KM) TO
 DE5764'THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 DE5764'THE GROUND AND LEVEL WITH COUNTY ROAD 210. LOCATED 444.0 FT (135.3 M)
 DE5764'SOUTHWEST OF THE WEST END OF A GUARDRAIL, 85.0 FT (25.9 M) NORTHEAST
 DE5764'OF POWER POLE NUMBER 2008, 74.2 FT (22.6 M) NORTHWEST OF AND CROSS
 DE5764'COUNTY ROAD 210 FROM A POWER POLE, 46.2 FT (14.1 M) NORTHWEST OF THE
 DE5764'CENTERLINE OF COUNTY ROAD 210 AND 1.2 FT (0.4 M) SOUTHEAST OF A
 DE5764'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6505 ***********************************************************************
 AJ6505  DESIGNATION -  B 501
 AJ6505  PID         -  AJ6505
 AJ6505  STATE/COUNTY-  FL/COLLIER
 AJ6505  USGS QUAD   -  CALIFORNIA SLOUGH (1974)
 AJ6505
 AJ6505                         *CURRENT SURVEY CONTROL
 AJ6505  ___________________________________________________________________
 AJ6505* NAD 83(1986)-  26 09 00.     (N)    080 53 02.     (W)     SCALED    
 AJ6505* NAVD 88     -         3.877  (meters)      12.72   (feet)  ADJUSTED  
 AJ6505  ___________________________________________________________________
 AJ6505  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AJ6505  DYNAMIC HT  -           3.871 (meters)      12.70  (feet)  COMP
 AJ6505  MODELED GRAV-     979,036.2   (mgal)                       NAVD 88
 AJ6505
 AJ6505  VERT ORDER  -  FIRST     CLASS II
 AJ6505
 AJ6505.The horizontal coordinates were scaled from a topographic map and have
 AJ6505.an estimated accuracy of +/- 6 seconds.
 AJ6505
 AJ6505.The orthometric height was determined by differential leveling
 AJ6505.and adjusted by the National Geodetic Survey in December 2001..
 AJ6505
 AJ6505.The geoid height was determined by GEOID03.
 AJ6505
 AJ6505.The dynamic height is computed by dividing the NAVD 88
 AJ6505.geopotential number by the normal gravity value computed on the
 AJ6505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6505.degrees latitude (g = 980.6199 gals.).
 AJ6505
 AJ6505.The modeled gravity was interpolated from observed gravity values.
 AJ6505
 AJ6505;                    North         East    Units  Estimated Accuracy
 AJ6505;SPC FL E     -   201,240.      211,610.      MT  (+/- 180 meters Scaled)
 AJ6505
 AJ6505                          SUPERSEDED SURVEY CONTROL
 AJ6505
 AJ6505.No superseded survey control is available for this station.
 AJ6505
 AJ6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ116923(NAD 83)
 AJ6505_MARKER: DD = SURVEY DISK
 AJ6505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6505_STAMPING: B 501 2000
 AJ6505_MARK LOGO: FLDEP 
 AJ6505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6505+STABILITY: SURFACE MOTION
 AJ6505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6505+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6505
 AJ6505  HISTORY     - Date     Condition        Report By
 AJ6505  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ6505
 AJ6505                          STATION DESCRIPTION
 AJ6505
 AJ6505'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6505'THE MARK IS ABOUT 30.0 MI (48.3 KM) WEST OF ANDYTOWN, 3.0 MI (4.8 KM)
 AJ6505'WEST OF SNAKE ROAD (I-75 EXIT 14) , ESTIMATED SECTION 12, TOWNSHIP 50
 AJ6505'SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM THE JUNCTION OF SNAKE
 AJ6505'ROAD AND INTERSTATE HIGHWAY 75 (EXIT 14) NEAR ANDYTOWN, GO WEST ON
 AJ6505'INTERSTATE HIGHWAY 75 FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF A SHELL
 AJ6505'ROAD ON THE RIGHT NEAR A CANAL, TURN RIGHT ON THE SHELL ROAD AND GO
 AJ6505'NORTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD 28
 AJ6505'ON THE EASTSIDE OF THE CANAL, TURN LEFT ON LEVEE ROAD 28 AND GO SOUTH
 AJ6505'FOR 1.75 MI (2.82 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AJ6505'ROUND CONCRETE MONUMENT, RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 AJ6505'THE GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD, 4.0 FT (1.2 M) BELOW
 AJ6505'A BERM. LOCATED 35.0 FT (10.7 M) NORTHEAST OF THE EAST SIDE OF THE
 AJ6505'CANAL, 25.0 FT (7.6 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 AJ6505'TOP OF THE BERM, 18.0 FT (5.5 M) NORTHEAST OF THE APPROXIMATE
 AJ6505'CENTERLINE OF THE LEVEE ROAD AND 7.5 FT (2.3 M) SOUTHWEST OF A
 AJ6505'CARSONITE WITNESS POST. NOTE FOR KEY CONTACT SOUTH FLORIDA WATER
 AJ6505'MANAGEMENT, REGIONAL, DIRECTOR, CLEWISTON FIELD STATION, PHONE NUMBER
 AJ6505'813-983-1431 AND MICCOSUKEE ADMINISTRATION OFFICE COMPLEX, PHONE
 AJ6505'NUMBER 305-223-8380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5179 ***********************************************************************
 DE5179  DESIGNATION -  B 502
 DE5179  PID         -  DE5179
 DE5179  STATE/COUNTY-  FL/MIAMI-DADE
 DE5179  USGS QUAD   -  FORTYMILE BEND (1995)
 DE5179
 DE5179                         *CURRENT SURVEY CONTROL
 DE5179  ___________________________________________________________________
 DE5179* NAD 83(1986)-  25 49 36.     (N)    080 50 56.     (W)     SCALED    
 DE5179* NAVD 88     -         4.448  (meters)      14.59   (feet)  ADJUSTED  
 DE5179  ___________________________________________________________________
 DE5179  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 DE5179  DYNAMIC HT  -           4.441 (meters)      14.57  (feet)  COMP
 DE5179  MODELED GRAV-     979,025.9   (mgal)                       NAVD 88
 DE5179
 DE5179  VERT ORDER  -  FIRST     CLASS II
 DE5179
 DE5179.The horizontal coordinates were scaled from a topographic map and have
 DE5179.an estimated accuracy of +/- 6 seconds.
 DE5179
 DE5179.The orthometric height was determined by differential leveling
 DE5179.and adjusted by the National Geodetic Survey in June 2002..
 DE5179.No vertical observational check was made to the station.
 DE5179
 DE5179.The geoid height was determined by GEOID03.
 DE5179
 DE5179.The dynamic height is computed by dividing the NAVD 88
 DE5179.geopotential number by the normal gravity value computed on the
 DE5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5179.degrees latitude (g = 980.6199 gals.).
 DE5179
 DE5179.The modeled gravity was interpolated from observed gravity values.
 DE5179
 DE5179;                    North         East    Units  Estimated Accuracy
 DE5179;SPC FL E     -   165,420.      215,150.      MT  (+/- 180 meters Scaled)
 DE5179
 DE5179                          SUPERSEDED SURVEY CONTROL
 DE5179
 DE5179.No superseded survey control is available for this station.
 DE5179
 DE5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ151564(NAD 83)
 DE5179_MARKER: F = FLANGE-ENCASED ROD
 DE5179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE5179_STAMPING: B 502 2000
 DE5179_MARK LOGO: NGS   
 DE5179_PROJECTION: FLUSH
 DE5179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5179+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE5179_ROD/PIPE-DEPTH:  5.4 meters
 DE5179
 DE5179  HISTORY     - Date     Condition        Report By
 DE5179  HISTORY     - 2000     MONUMENTED       FLDEP
 DE5179
 DE5179                          STATION DESCRIPTION
 DE5179
 DE5179'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE5179'THE MARK IS ABOUT 30.6 MI (49.2 KM) WEST OF HIALEAH, 16.7 MI (26.9 KM)
 DE5179'EAST OF MONROE STATION, 5.6 MI (9.0 KM) NORTH OF FORTY MILE BEND ON
 DE5179'LEVEE 28, IN SECTION 29, TOWNSHIP 53 SOUTH, RANGE 35 EAST. TO REACH
 DE5179'THE MARK FROM THE INTERSECTION OF COUNTY ROAD 997 (KROME AVE SW 177
 DE5179'AVE) AND U.S.  HIGHWAY 41 (TAMIAMI TRAIL SOUTHWEST 8TH STREET) ABOUT
 DE5179'10.0 MI (16.1 KM) SOUTHWEST OF HIALEAH, GO WEST ON U.S. HIGHWAY 41
 DE5179'(TAMIAMI TRAIL SOUTHWEST 8TH STREET) FOR 21.55 MI (34.68 KM) TO THE
 DE5179'NORTHWEST END OF FLOOD CONTROL STRUCTURE S-12A AND THE JUNCTION OF
 DE5179'LEVEE 29 ROAD ON THE RIGHT, TURN RIGHT ON THE LEVEE 29 ROAD AND GO
 DE5179'NORTH THEN NORTHWEST FOR 0.15 MI (0.24 KM) TO A LOCKED GATE ACROSS THE
 DE5179'LEVEE, CONTINUE NORTHWEST ON THE LEVEE 29 ROAD FOR 2.95 MI (4.75 KM)
 DE5179'TO WHERE THE LEVEE ROAD TURNS NORTH AND BECOME LEVEE 28, CONTINUE
 DE5179'NORTH ON THE LEVEE 28 ROAD FOR 2.5 MI (4.0 KM) TO THE SOUTH END OF A
 DE5179'TURNOUT ON THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DE5179'DRIVEN TO REFUSAL AT A DEPTH OF 17.6 FT (5.4 M) WITH A NGS LOGO CAP
 DE5179'FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE LEVEE
 DE5179'ROAD, THE DATUM POINT IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 DE5179'THE NGS LOGO CAP. LOCATED 10.2 FT (3.1 M) EAST OF THE APPROXIMATE
 DE5179'CENTERLINE OF THE LEVEE ROAD, 6.0 FT (1.8 M) WEST OF A CARSONITE
 DE5179'WITNESS POST AND 2.0 FT (0.6 M) NORTH OF A 4-INCH PVC PIPE WITH CAP
 DE5179'AND WITNESS SIGN. NOTE FOR KEY CONTRACT SOUTH FLORIDA WATER MANAGEMENT
 DE5179'REGIONAL DIRECTOR, MIAMI FIELD STATION, PHONE NUMBER 305-377-7274.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8355 ***********************************************************************
 AJ8355  DESIGNATION -  B 503
 AJ8355  PID         -  AJ8355
 AJ8355  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8355  USGS QUAD   -  PENNSUCO (1988)
 AJ8355
 AJ8355                         *CURRENT SURVEY CONTROL
 AJ8355  ___________________________________________________________________
 AJ8355* NAD 83(1986)-  25 55 59.     (N)    080 26 56.     (W)     SCALED    
 AJ8355* NAVD 88     -         5.324  (meters)      17.47   (feet)  ADJUSTED  
 AJ8355  ___________________________________________________________________
 AJ8355  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AJ8355  DYNAMIC HT  -           5.316 (meters)      17.44  (feet)  COMP
 AJ8355  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AJ8355
 AJ8355  VERT ORDER  -  FIRST     CLASS II
 AJ8355
 AJ8355.The horizontal coordinates were scaled from a topographic map and have
 AJ8355.an estimated accuracy of +/- 6 seconds.
 AJ8355
 AJ8355.The orthometric height was determined by differential leveling
 AJ8355.and adjusted by the National Geodetic Survey in June 2002..
 AJ8355
 AJ8355.The geoid height was determined by GEOID03.
 AJ8355
 AJ8355.The dynamic height is computed by dividing the NAVD 88
 AJ8355.geopotential number by the normal gravity value computed on the
 AJ8355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8355.degrees latitude (g = 980.6199 gals.).
 AJ8355
 AJ8355.The modeled gravity was interpolated from observed gravity values.
 AJ8355
 AJ8355;                    North         East    Units  Estimated Accuracy
 AJ8355;SPC FL E     -   177,320.      255,210.      MT  (+/- 180 meters Scaled)
 AJ8355
 AJ8355                          SUPERSEDED SURVEY CONTROL
 AJ8355
 AJ8355.No superseded survey control is available for this station.
 AJ8355
 AJ8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ551683(NAD 83)
 AJ8355_MARKER: DD = SURVEY DISK
 AJ8355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8355_STAMPING: B 503 2000
 AJ8355_MARK LOGO: FLDEP 
 AJ8355_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ8355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8355+STABILITY: SURFACE MOTION
 AJ8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8355+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AJ8355
 AJ8355  HISTORY     - Date     Condition        Report By
 AJ8355  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ8355  HISTORY     - 20050831 GOOD             WEIDEN
 AJ8355
 AJ8355                          STATION DESCRIPTION
 AJ8355
 AJ8355'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ8355'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTHWEST OF HIALEAH, 24.0 MI
 AJ8355'(38.6 KM) NORTH-NORTHWEST OF MIAMI, 32.0 MI (51.5 KM) NORTH OF
 AJ8355'HOMESTEAD, IN SECTION 9, TOWNSHIP 52 SOUTH, RANGE 39 EAST. TO REACH
 AJ8355'THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAY 27 AND THE EASTBOUND
 AJ8355'LANES OF INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON
 AJ8355'U.S.  HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD
 AJ8355'997 ON THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR
 AJ8355'0.8 MI (1.3 KM) TO THE NORTHEAST END OF A BRIDGE SPANNING MIAMI CANAL
 AJ8355'C-6 AND THE JUNCTION OF A LIME ROCK ROAD ON THE RIGHT, TURN RIGHT ON
 AJ8355'THE LIME ROCK ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE TOP OF A
 AJ8355'LEVEE (NO 30) , TURN LEFT ON THE LEVEE ROAD AND GO SOUTHWEST FOR 0.1
 AJ8355'MI (0.2 KM) TO A LOCKED GATE, CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR
 AJ8355'0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ8355'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AJ8355'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 7.0 FT (2.1 M)
 AJ8355'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 0.7 FT
 AJ8355'(21.3 CM) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT
 AJ8355'SOUTH FLORIDA WATER MANAGEMENT DISTRICT AT 2195 NORTHEAST 8TH STREET
 AJ8355'HOMESTEAD, FL 33033, PHONE NUMBER 305-242-5955. NOTE A BAR MAGNET WAS
 AJ8355'IMBEDDED ON THE NORTH SIDE IN THE MONUMENT.
 AJ8355
 AJ8355                          STATION RECOVERY (2005)
 AJ8355
 AJ8355'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AJ8355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8385 ***********************************************************************
 AJ8385  DESIGNATION -  B 504
 AJ8385  PID         -  AJ8385
 AJ8385  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8385  USGS QUAD   -  GROSSMAN HAMMOCK (1973)
 AJ8385
 AJ8385                         *CURRENT SURVEY CONTROL
 AJ8385  ___________________________________________________________________
 AJ8385* NAD 83(1986)-  25 34 28.     (N)    080 31 58.     (W)     SCALED    
 AJ8385* NAVD 88     -         2.791  (meters)       9.16   (feet)  ADJUSTED  
 AJ8385  ___________________________________________________________________
 AJ8385  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AJ8385  DYNAMIC HT  -           2.786 (meters)       9.14  (feet)  COMP
 AJ8385  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 AJ8385
 AJ8385  VERT ORDER  -  FIRST     CLASS II
 AJ8385
 AJ8385.The horizontal coordinates were scaled from a topographic map and have
 AJ8385.an estimated accuracy of +/- 6 seconds.
 AJ8385
 AJ8385.The orthometric height was determined by differential leveling
 AJ8385.and adjusted by the National Geodetic Survey in June 2002..
 AJ8385
 AJ8385.The geoid height was determined by GEOID03.
 AJ8385
 AJ8385.The dynamic height is computed by dividing the NAVD 88
 AJ8385.geopotential number by the normal gravity value computed on the
 AJ8385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8385.degrees latitude (g = 980.6199 gals.).
 AJ8385
 AJ8385.The modeled gravity was interpolated from observed gravity values.
 AJ8385
 AJ8385;                    North         East    Units  Estimated Accuracy
 AJ8385;SPC FL E     -   137,560.      246,940.      MT  (+/- 180 meters Scaled)
 AJ8385
 AJ8385                          SUPERSEDED SURVEY CONTROL
 AJ8385
 AJ8385.No superseded survey control is available for this station.
 AJ8385
 AJ8385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ469286(NAD 83)
 AJ8385_MARKER: F = FLANGE-ENCASED ROD
 AJ8385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8385_STAMPING: B 504 2000
 AJ8385_MARK LOGO: NGS   
 AJ8385_PROJECTION: FLUSH
 AJ8385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8385+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ8385_ROD/PIPE-DEPTH:  7.0 meters
 AJ8385
 AJ8385  HISTORY     - Date     Condition        Report By
 AJ8385  HISTORY     - 2000     MONUMENTED       FLDEP
 AJ8385
 AJ8385                          STATION DESCRIPTION
 AJ8385
 AJ8385'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ8385'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTHWEST OF KENDALL, 4.5 MI (7.2
 AJ8385'KM) NORTH OF HOMESTEAD, IN SECTION 9, TOWNSHIP 56 SOUTH, RANGE 38
 AJ8385'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 997 (KROME
 AJ8385'AVENUE SW 177 AVENUE) AND U.S.  HIGHWAY 41 (TAMIAMI TRAIL SW 8TH ST)
 AJ8385'ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF HIALEAH, GO WEST ON U.S.  HIGHWAY
 AJ8385'41 (TAMIAMI TRAIL SW 8TH ST) FOR 1.0 MI (1.6 KM) T0 THE WEST END OF
 AJ8385'BRIDGE NUMBER 8705851979 AND THE JUNCTION OF A LEVEE ROAD (L-31N) ON
 AJ8385'THE WEST SIDE OF THE CANAL, TURN LEFT ON LEVEE ROAD (L-31N) AND GO
 AJ8385'SOUTH FOR 8.6 MI (13.8 KM) TO THE JUNCTION OF SW 136 ST, CONTINUE
 AJ8385'SOUTH ON THE WEST SIDE OF LEVEE ROAD (L-31N) FOR 2.4 MI (3.9 KM) TO
 AJ8385'THE JUNCTION OF SW 168 ST (RICHMOND DRIVE) , CONTINUE SOUTH ON THE
 AJ8385'WEST SIDE OF THE LEVEE ROAD (L-31N) FOR 2.9 MI (4.7 KM) TO MILE MARKER
 AJ8385'NUMBER 15 ON THE RIGHT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 AJ8385'DRIVEN TO REFUSAL AT A DEPTH OF 22.9 FT (7.0 M) WITH A NGS LOGO CAP
 AJ8385'FLUSH WITH THE GROUND AND LEVEL WITH THE LEVEE ROAD, THE DATUM POINT
 AJ8385'IS RECESSED 0.7 FT (21.3 CM) BELOW THE LEVEL OF THE NGS LOGO CAP.
 AJ8385'LOCATED 23.6 FT (7.2 M) EAST-SOUTHEAST OF MILE MARKER 15, 13.3 FT (4.1
 AJ8385'M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 2.0
 AJ8385'FT (0.6 M) NORTH-NORTHWEST OF THE APPROXIMATE EDGE OF THE CANAL AND
 AJ8385'1.2 FT (0.4 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST. NOTE
 AJ8385'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE A
 AJ8385'BAR MAGNET WAS INBEDDED IN THE NORTH SIDE OF THE MONUMENT. NOTE FOR
 AJ8385'KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT AT 2195 NORTHEAST
 AJ8385'8TH STREET HOMESTEAD, FL 33033, PHONE 305-242-5955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6615 ***********************************************************************
 AJ6615  DESIGNATION -  B 505
 AJ6615  PID         -  AJ6615
 AJ6615  STATE/COUNTY-  FL/POLK
 AJ6615  USGS QUAD   -  LAKE WEOHYAKAPKA (1972)
 AJ6615
 AJ6615                         *CURRENT SURVEY CONTROL
 AJ6615  ___________________________________________________________________
 AJ6615* NAD 83(1986)-  27 52 21.     (N)    081 23 36.     (W)     SCALED    
 AJ6615* NAVD 88     -        20.093  (meters)      65.92   (feet)  ADJUSTED  
 AJ6615  ___________________________________________________________________
 AJ6615  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AJ6615  DYNAMIC HT  -          20.063 (meters)      65.82  (feet)  COMP
 AJ6615  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 AJ6615
 AJ6615  VERT ORDER  -  SECOND    CLASS I
 AJ6615
 AJ6615.The horizontal coordinates were scaled from a topographic map and have
 AJ6615.an estimated accuracy of +/- 6 seconds.
 AJ6615
 AJ6615.The orthometric height was determined by differential leveling
 AJ6615.and adjusted by the National Geodetic Survey in April 2004..
 AJ6615
 AJ6615.The geoid height was determined by GEOID03.
 AJ6615
 AJ6615.The dynamic height is computed by dividing the NAVD 88
 AJ6615.geopotential number by the normal gravity value computed on the
 AJ6615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6615.degrees latitude (g = 980.6199 gals.).
 AJ6615
 AJ6615.The modeled gravity was interpolated from observed gravity values.
 AJ6615
 AJ6615;                    North         East    Units  Estimated Accuracy
 AJ6615;SPC FL W     -   392,230.      259,740.      MT  (+/- 180 meters Scaled)
 AJ6615
 AJ6615                          SUPERSEDED SURVEY CONTROL
 AJ6615
 AJ6615.No superseded survey control is available for this station.
 AJ6615
 AJ6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML612831(NAD 83)
 AJ6615_MARKER: DD = SURVEY DISK
 AJ6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6615_STAMPING: B 505 2001
 AJ6615_MARK LOGO: FLDEP 
 AJ6615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6615+STABILITY: SURFACE MOTION
 AJ6615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6615+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ6615
 AJ6615  HISTORY     - Date     Condition        Report By
 AJ6615  HISTORY     - 2001     MONUMENTED       FLDEP
 AJ6615
 AJ6615                          STATION DESCRIPTION
 AJ6615
 AJ6615'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6615'THE MARK IS ABOUT 67.5 MI (108.6 KM) NORTH-NORTHWEST OF VERO BEACH,
 AJ6615'13.1 MI (21.1 KM) EAST-SOUTHEAST OF LAKE WALES, IN SECTION 14,
 AJ6615'TOWNSHIP 30 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 AJ6615'INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AJ6615'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION
 AJ6615'OF MAMMOTH GROVE ROAD ON THE LEFT, CONTINUE EAST-SOUTHEAST ON STATE
 AJ6615'ROAD 60 FOR 5.8 MI (9.3 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF
 AJ6615'A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF
 AJ6615'THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 60.
 AJ6615'LOCATED 65.4 FT (19.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 AJ6615'ROAD 60, 49.0 FT (14.9 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF
 AJ6615'STATE ROAD 60, 40.0 FT (12.2 M) WEST OF POWER POLE NUMBER 1731 WITH
 AJ6615'ONE GUY WIRE ATTACHED, 1.2 FT (0.4 M) SOUTH OF A BARBWIRE FENCE AND
 AJ6615'0.9 FT (27.4 CM) SOUTH OF A CARSONITE WITNESS POST. NOTE A BAR MAGNET
 AJ6615'WAS IMBEDDED IN THE MONUMENT ON THE SOUTH SIDE, 0.2 FT (6.1 CM) BELOW
 AJ6615'THE TOP OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6642 ***********************************************************************
 AJ6642  DESIGNATION -  B 506
 AJ6642  PID         -  AJ6642
 AJ6642  STATE/COUNTY-  FL/OSCEOLA
 AJ6642  USGS QUAD   -  CYPRESS LAKE (1987)
 AJ6642
 AJ6642                         *CURRENT SURVEY CONTROL
 AJ6642  ___________________________________________________________________
 AJ6642* NAD 83(1986)-  28 00 31.     (N)    081 19 23.     (W)     SCALED    
 AJ6642* NAVD 88     -        17.479  (meters)      57.35   (feet)  ADJUSTED  
 AJ6642  ___________________________________________________________________
 AJ6642  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ6642  DYNAMIC HT  -          17.453 (meters)      57.26  (feet)  COMP
 AJ6642  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AJ6642
 AJ6642  VERT ORDER  -  SECOND    CLASS I
 AJ6642
 AJ6642.The horizontal coordinates were scaled from a topographic map and have
 AJ6642.an estimated accuracy of +/- 6 seconds.
 AJ6642
 AJ6642.The orthometric height was determined by differential leveling
 AJ6642.and adjusted by the National Geodetic Survey in April 2004..
 AJ6642
 AJ6642.The geoid height was determined by GEOID03.
 AJ6642
 AJ6642.The dynamic height is computed by dividing the NAVD 88
 AJ6642.geopotential number by the normal gravity value computed on the
 AJ6642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6642.degrees latitude (g = 980.6199 gals.).
 AJ6642
 AJ6642.The modeled gravity was interpolated from observed gravity values.
 AJ6642
 AJ6642;                    North         East    Units  Estimated Accuracy
 AJ6642;SPC FL E     -   407,210.      168,230.      MT  (+/- 180 meters Scaled)
 AJ6642
 AJ6642                          SUPERSEDED SURVEY CONTROL
 AJ6642
 AJ6642.No superseded survey control is available for this station.
 AJ6642
 AJ6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML682981(NAD 83)
 AJ6642_MARKER: DD = SURVEY DISK
 AJ6642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6642_STAMPING: B 506 2001
 AJ6642_MARK LOGO: FLDEP 
 AJ6642_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6642+STABILITY: SURFACE MOTION
 AJ6642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6642+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ6642
 AJ6642  HISTORY     - Date     Condition        Report By
 AJ6642  HISTORY     - 2001     MONUMENTED       FLDEP
 AJ6642
 AJ6642                          STATION DESCRIPTION
 AJ6642
 AJ6642'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6642'THE MARK IS ABOUT 23.3 MI (37.5 KM) EAST-NORTHWEST OF LAKE WALES, IN
 AJ6642'SECTION 33, TOWNSHIP 28 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM
 AJ6642'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AJ6642'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION
 AJ6642'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND
 AJ6642'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON
 AJ6642'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40
 AJ6642'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7
 AJ6642'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT,
 AJ6642'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 5.35 MI (8.61 KM) TO THE
 AJ6642'ENTRANCE TO LAKE KISSIMMEE STATE PARK ON THE RIGHT, CONTINUE NORTH ON
 AJ6642'CAMP MACK ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A SAND ROAD ON
 AJ6642'THE RIGHT, TURN RIGHT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0 FT
 AJ6642'(22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6642'0.35 MI (0.56 KM) TO A Y-JUNCTION, CONTINUE NORTHEAST ON THE SAND ROAD
 AJ6642'FOR 0.25 MI (0.40 KM) TO THE SOUTHWEST END OF A BRIDGE (SPANNING
 AJ6642'KISSIMMEE RIVER CANAL) , CONTINUE NORTHEAST ON THE SAND ROAD FOR 3.2
 AJ6642'MI (5.1 KM) TO A LOCKED GATE AND A 90 DEGREE TURN EAST, CONTINUE EAST
 AJ6642'ON THE SAND ROAD FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF A SAND ROAD
 AJ6642'AND A POWER LINE, TURN LEFT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0
 AJ6642'FT (22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6642'1.8 MI (2.9 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ6642'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AJ6642'GROUND AND 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE SAND ROAD. LOCATED
 AJ6642'81.6 FT (24.9 M) WEST OF THE SOUTHEAST LEG OF POWER LINE TOWER NUMBER
 AJ6642'WLXF156, 70.0 FT (21.3 M) EAST-NORTHEAST OF A Y-JUNCTION OF THE MAIN
 AJ6642'SAND ROAD AND A DIM DIRT ROAD LEADING SOUTH, 64.1 FT (19.5 M)
 AJ6642'SOUTHWEST OF THE SOUTHWEST LEG OF POWER LINE TOWER NUMBER WLXF156,
 AJ6642'39.1 FT (11.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE SAND
 AJ6642'ROAD, 14,0 FT SOUTHEAST OF THE TOP OF THE BANK, 12.9 FT (3.9 M) NORTH
 AJ6642'OF AN 8-INCH OAK TREE AND 2.5 FT (0.8 M) NORTHWEST OF A CARSONITE
 AJ6642'WITNESS POST. NOTE A BAR MAGNET WAS IMBEDDED IN THE MONUMENT ON THE
 AJ6642'SOUTH SIDE, 0.2 FT (6.1 CM) BELOW THE TOP OF THE MONUMENT. NOTE FOR
 AJ6642'KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT, PHONE NUMBER
 AJ6642'561-686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6687 ***********************************************************************
 AJ6687  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6687  DESIGNATION -  B 507
 AJ6687  PID         -  AJ6687
 AJ6687  STATE/COUNTY-  FL/OSCEOLA
 AJ6687  USGS QUAD   -  CYPRESS LAKE (1987)
 AJ6687
 AJ6687                         *CURRENT SURVEY CONTROL
 AJ6687  ___________________________________________________________________
 AJ6687* NAD 83(1999)-  28 03 08.93281(N)    081 20 22.99072(W)     ADJUSTED  
 AJ6687* NAVD 88     -        16.49   (meters)      54.1    (feet)  GPS OBS   
 AJ6687  ___________________________________________________________________
 AJ6687  X           -     848,188.509 (meters)                     COMP
 AJ6687  Y           -  -5,568,753.039 (meters)                     COMP
 AJ6687  Z           -   2,981,634.040 (meters)                     COMP
 AJ6687  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AJ6687  ELLIP HEIGHT-         -11.03  (meters)          (01/28/04) GPS OBS
 AJ6687  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ6687
 AJ6687  HORZ ORDER  -  FIRST
 AJ6687  ELLP ORDER  -  THIRD     CLASS I
 AJ6687
 AJ6687.The horizontal coordinates were established by GPS observations
 AJ6687.and adjusted by the FL DEPT OF ENV PRO in January 2004..
 AJ6687
 AJ6687.The orthometric height was determined by GPS observations and a
 AJ6687.high-resolution geoid model using precise GPS observation and
 AJ6687.processing techniques. It supersedes the leveled height previously
 AJ6687.determined for this station.
 AJ6687
 AJ6687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6687
 AJ6687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6687
 AJ6687.The ellipsoidal height was determined by GPS observations
 AJ6687.and is referenced to NAD 83.
 AJ6687
 AJ6687.The geoid height was determined by GEOID03.
 AJ6687
 AJ6687;                    North         East     Units Scale Factor Converg.
 AJ6687;SPC FL E     -   412,071.182   166,602.599   MT  0.99995494   -0 09 35.2
 AJ6687;SPC FL E     - 1,351,936.87    546,595.36   sFT  0.99995494   -0 09 35.2
 AJ6687;UTM  17      - 3,103,062.566   466,613.994   MT  0.99961376   -0 09 35.2
 AJ6687
 AJ6687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6687!SPC FL E     -   1.00000173  x   0.99995494  =   0.99995667
 AJ6687!UTM  17      -   1.00000173  x   0.99961376  =   0.99961549
 AJ6687
 AJ6687                          SUPERSEDED SURVEY CONTROL
 AJ6687
 AJ6687  NAVD 88 (04/22/04)   16.474  (m)           54.05   (f) ADJUSTED    2 1
 AJ6687
 AJ6687.Superseded values are not recommended for survey control.
 AJ6687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6687.See file dsdata.txt to determine how the superseded data were derived.
 AJ6687
 AJ6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6661403063(NAD 83)
 AJ6687_MARKER: F = FLANGE-ENCASED ROD
 AJ6687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6687_STAMPING: B 507 2001
 AJ6687_MARK LOGO: NGS   
 AJ6687_PROJECTION: FLUSH
 AJ6687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ6687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6687+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AJ6687_ROD/PIPE-DEPTH: 11.7 meters
 AJ6687
 AJ6687  HISTORY     - Date     Condition        Report By
 AJ6687  HISTORY     - 2001     MONUMENTED       FLDEP
 AJ6687  HISTORY     - 20030417 GOOD             FLDEP
 AJ6687  HISTORY     - 20050111 GOOD             MCKIM
 AJ6687
 AJ6687                          STATION DESCRIPTION
 AJ6687
 AJ6687'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6687'THE MARK IS ABOUT 27.0 MI (43.5 KM) EAST-NORTHEAST OF LAKE WALES, IN
 AJ6687'SECTION 17, TOWNSHIP 28 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM
 AJ6687'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO
 AJ6687'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION
 AJ6687'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND
 AJ6687'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON
 AJ6687'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40
 AJ6687'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7
 AJ6687'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT,
 AJ6687'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 5.35 MI (8.61 KM) TO THE
 AJ6687'ENTRANCE TO LAKE KISSIMMEE STATE PARK ON THE RIGHT, CONTINUE NORTH ON
 AJ6687'CAMP MACK ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A SAND ROAD ON
 AJ6687'THE RIGHT, TURN RIGHT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0 FT
 AJ6687'(22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6687'0.35 MI (0.56 KM) TO A Y-JUNCTION, CONTINUE NORTHEAST ON THE SAND ROAD
 AJ6687'FOR 0.25 MI (0.40 KM) TO THE SOUTHWEST END OF A BRIDGE (SPANNING
 AJ6687'KISSIMMEE RIVER CANAL) , CONTINUE NORTHEAST ON THE SAND ROAD FOR 3.2
 AJ6687'MI (5.1 KM) TO A LOCKED GATE AND A 90 DEGREE TURN EAST, CONTINUE EAST
 AJ6687'ON THE SAND ROAD FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF A SAND ROAD
 AJ6687'AND A POWER LINE, TURN LEFT ON THE SAND ROAD AND GO NORTHEAST FOR 75.0
 AJ6687'FT (22.9 M) TO A LOCKED GATE, CONTINUE NORTHEAST ON THE SAND ROAD FOR
 AJ6687'5.5 MI (8.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT AND A CURVE
 AJ6687'RIGHT, TURN LEFT ON THE DIRT ROAD AND GO WEST FOR 3.35 MI (5.39 KM) TO
 AJ6687'A METAL GATE (LAKE HATCHINEHA CANAL) AND THE MARK ON THE RIGHT, A
 AJ6687'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.5 FT (11.7 M)
 AJ6687'WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 AJ6687'ROAD, THE DATUM POINT IS RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 AJ6687'THE NGS LOGO CAP. LOCATED 158.0 FT (48.2 M) EAST-SOUTHEAST OF THE EAST
 AJ6687'SIDE OF LAKE HATCHINEHA CANAL, 20.5 FT (6.2 M) NORTHEAST OF THE
 AJ6687'APPROXIMATE CENTERLINE OF THE DIRT ROAD AND METAL GATE, 1.6 FT (0.5 M)
 AJ6687'WEST-NORTHWEST OF A BARBWIRE FENCE AND 1.5 FT (0.5 M) WEST-NORTHWEST
 AJ6687'OF A CARSONITE WITNESS POST. NOTE A BAR MAGNET WAS IMBEDDED IN THE
 AJ6687'MONUMENT ON THE WEST SIDE. NOTE ACCESS TO THE DATUM POINT IS HAD
 AJ6687'THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT SOUTH FLORIDA
 AJ6687'WATER MANAGEMENT DISTRICT, PHONE NUMBER 561-686-8800.
 AJ6687
 AJ6687                          STATION RECOVERY (2003)
 AJ6687
 AJ6687'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AJ6687'RECOVERED AS DESCRIBED.
 AJ6687'
 AJ6687
 AJ6687                          STATION RECOVERY (2005)
 AJ6687
 AJ6687'RECOVERY NOTE BY MCKIM AND CREED 2005 (BRH)
 AJ6687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5445 ***********************************************************************
 DE5445  DESIGNATION -  B 508
 DE5445  PID         -  DE5445
 DE5445  STATE/COUNTY-  FL/BREVARD
 DE5445  USGS QUAD   -  GRANT (1970)
 DE5445
 DE5445                         *CURRENT SURVEY CONTROL
 DE5445  ___________________________________________________________________
 DE5445* NAD 83(1986)-  27 57 14.     (N)    080 36 34.     (W)     SCALED    
 DE5445* NAVD 88     -         6.860  (meters)      22.51   (feet)  ADJUSTED  
 DE5445  ___________________________________________________________________
 DE5445  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DE5445  DYNAMIC HT  -           6.850 (meters)      22.47  (feet)  COMP
 DE5445  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 DE5445
 DE5445  VERT ORDER  -  SECOND    CLASS I
 DE5445
 DE5445.The horizontal coordinates were scaled from a topographic map and have
 DE5445.an estimated accuracy of +/- 6 seconds.
 DE5445
 DE5445.The orthometric height was determined by differential leveling
 DE5445.and adjusted by the National Geodetic Survey in May 2003..
 DE5445
 DE5445.The geoid height was determined by GEOID03.
 DE5445
 DE5445.The dynamic height is computed by dividing the NAVD 88
 DE5445.geopotential number by the normal gravity value computed on the
 DE5445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5445.degrees latitude (g = 980.6199 gals.).
 DE5445
 DE5445.The modeled gravity was interpolated from observed gravity values.
 DE5445
 DE5445;                    North         East    Units  Estimated Accuracy
 DE5445;SPC FL E     -   401,160.      238,430.      MT  (+/- 180 meters Scaled)
 DE5445
 DE5445                          SUPERSEDED SURVEY CONTROL
 DE5445
 DE5445.No superseded survey control is available for this station.
 DE5445
 DE5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL384921(NAD 83)
 DE5445_MARKER: F = FLANGE-ENCASED ROD
 DE5445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE5445_STAMPING: B 508 2001
 DE5445_MARK LOGO: NGS   
 DE5445_PROJECTION: FLUSH
 DE5445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5445+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5445_ROD/PIPE-DEPTH: 17.8 meters
 DE5445
 DE5445  HISTORY     - Date     Condition        Report By
 DE5445  HISTORY     - 2001     MONUMENTED       FLDEP
 DE5445
 DE5445                          STATION DESCRIPTION
 DE5445
 DE5445'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE5445'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF MELBOURNE, IN SECTION
 DE5445'15, TOWNSHIP 29 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE
 DE5445'INTERSECTION OF INTERSTATE 95 AND U.S. HIGHWAY 192 WEST OF MELBOURNE,
 DE5445'GO SOUTH ON INTERSTATE 95 FOR 4.45 MI (7.16 KM) TO THE UNDERPASS OF
 DE5445'COUNTY ROAD 516, CONTINUE SOUTHEAST ON INTERSTATE 95 FOR 3.3 MI (5.3
 DE5445'KM) TO THE UNDERPASS OF COUNTY ROAD 514, CONTINUE SOUTHEAST ON
 DE5445'INTERSTATE 95 FOR 3.45 MI (5.55 KM) TO THE OVERHEAD BRIDGE OF VALKARIA
 DE5445'ROAD AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DE5445'AT A DEPTH OF 58.4 FT (17.8 M) WITH A NGS LOGO CAP FLUSH WITH THE
 DE5445'GROUND AND 3.5 FT (1.1 M) BELOW THE LEVEL OF INTERSTATE 95 NORTHBOUND
 DE5445'LANES, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF
 DE5445'THE NGS LOGO CAP. LOCATED 157.3 FT (47.9 M) NORTHEAST OF THE NORTHEAST
 DE5445'COLUMN OF BRIDGE NUMBER 700159, 83.0 FT (25.3 M) NORTHEAST OF THE
 DE5445'NORTH END OF A METAL GUARDRAIL, 81.3 FT (24.8 M) EAST OF THE EAST EDGE
 DE5445'OF THE PAVEMENT OF INTERSTATE 95 NORTHBOUND LANES, 77.3 FT (23.6 M)
 DE5445'NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT, 41.5 FT (12.6 M)
 DE5445'SOUTH-SOUTHEAST OF A 32-INCH PINE TREE, 2.0 FT (0.6 M) WEST OF A HOG
 DE5445'WIRE FENCE AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST. NOTE
 DE5445'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE
 DE5445'MARKER EQUIPPED WITH BAR MAGNET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF5187 ***********************************************************************
 DF5187  DESIGNATION -  B 509
 DF5187  PID         -  DF5187
 DF5187  STATE/COUNTY-  FL/MARION
 DF5187  USGS QUAD   -  LAKE WEIR (1993)
 DF5187
 DF5187                         *CURRENT SURVEY CONTROL
 DF5187  ___________________________________________________________________
 DF5187* NAD 83(1986)-  29 04 54.     (N)    081 59 16.     (W)     SCALED    
 DF5187* NAVD 88     -        29.767  (meters)      97.66   (feet)  ADJUSTED  
 DF5187  ___________________________________________________________________
 DF5187  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DF5187  DYNAMIC HT  -          29.725 (meters)      97.52  (feet)  COMP
 DF5187  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 DF5187
 DF5187  VERT ORDER  -  SECOND    CLASS I
 DF5187
 DF5187.The horizontal coordinates were scaled from a topographic map and have
 DF5187.an estimated accuracy of +/- 6 seconds.
 DF5187
 DF5187.The orthometric height was determined by differential leveling
 DF5187.and adjusted by the National Geodetic Survey in May 2004..
 DF5187
 DF5187.The geoid height was determined by GEOID03.
 DF5187
 DF5187.The dynamic height is computed by dividing the NAVD 88
 DF5187.geopotential number by the normal gravity value computed on the
 DF5187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5187.degrees latitude (g = 980.6199 gals.).
 DF5187
 DF5187.The modeled gravity was interpolated from observed gravity values.
 DF5187
 DF5187;                    North         East    Units  Estimated Accuracy
 DF5187;SPC FL W     -   526,080.      201,190.      MT  (+/- 180 meters Scaled)
 DF5187
 DF5187                          SUPERSEDED SURVEY CONTROL
 DF5187
 DF5187.No superseded survey control is available for this station.
 DF5187
 DF5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN038174(NAD 83)
 DF5187_MARKER: DD = SURVEY DISK
 DF5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5187_STAMPING: B 509 2001
 DF5187_MARK LOGO: FLDEP 
 DF5187_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF5187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5187+STABILITY: SURFACE MOTION
 DF5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5187+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF5187
 DF5187  HISTORY     - Date     Condition        Report By
 DF5187  HISTORY     - 2001     MONUMENTED       FLDEP
 DF5187
 DF5187                          STATION DESCRIPTION
 DF5187
 DF5187'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF5187'THE MARK IS ABOUT 11.7 MI (18.8 KM) SOUTHEAST OF OCALA, 1.2 MI (1.9
 DF5187'KM) NORTHWEST OF CANDLER, IN SECTION 22, TOWNSHIP 16 SOUTH, RANGE 23
 DF5187'EAST. TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 464C (135TH
 DF5187'STREET) AND COUNTY ROAD 25 (EAST HIGHWAY 25) IN OKLAWAHA, GO
 DF5187'WEST-SOUTHWEST ON COUNTY ROAD 25 (EAST HIGHWAY 25) FOR 3.05 MI (4.91
 DF5187'KM) TO THE T-JUNCTION OF SOUTHEAST 108TH TER ROAD ON THE RIGHT, TURN
 DF5187'RIGHT ON SOUTHEAST 108TH TER ROAD AND GO NORTH-NORTHEAST FOR 2.0 MI
 DF5187'(3.2 KM) TO THE INTERSECTION OF STATE ROAD 464 (MARICAMP ROAD), TURN
 DF5187'LEFT ON STATE ROAD 464 (MARICAMP ROAD) AND GO NORTHWEST FOR 1.15 MI
 DF5187'(1.85 KM) TO THE JUNCTION OF EMERAID ROAD ON THE LEFT AND THE MARK ON
 DF5187'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DF5187'GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 464.
 DF5187'LOCATED 107.0 FT (32.6 M) NORTHWEST OF THE CENTERLINE OF EMERAID ROAD,
 DF5187'42.6 FT (13.0 M) SOUTHWEST OF THE CENTERLINE OF STATE ROAD 464, 1.1 FT
 DF5187'(0.3 M) NORTHWEST OF THE NORTHWEST CORNER OF A 8.5 FT (2.6 M) X 9.5 FT
 DF5187'(2.9 M) CHAINLINK FENCE AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE
 DF5187'WITNESS POST. NOTE A BAR MAGNET WAS IMBEDDED IN THE MONUMENT ON THE
 DF5187'SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8143 ***********************************************************************
 AD8143  DESIGNATION -  B 51
 AD8143  PID         -  AD8143
 AD8143  STATE/COUNTY-  FL/BROWARD
 AD8143  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8143
 AD8143                         *CURRENT SURVEY CONTROL
 AD8143  ___________________________________________________________________
 AD8143* NAD 83(1986)-  26 19 59.     (N)    080 44 52.     (W)     SCALED    
 AD8143* NAVD 88     -         3.912  (meters)      12.83   (feet)  ADJUSTED  
 AD8143  ___________________________________________________________________
 AD8143  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AD8143  DYNAMIC HT  -           3.906 (meters)      12.81  (feet)  COMP
 AD8143  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 AD8143
 AD8143  VERT ORDER  -  FIRST     CLASS II
 AD8143
 AD8143.The horizontal coordinates were scaled from a topographic map and have
 AD8143.an estimated accuracy of +/- 6 seconds.
 AD8143
 AD8143.The orthometric height was determined by differential leveling
 AD8143.and adjusted by the National Geodetic Survey in September 1992..
 AD8143
 AD8143.The geoid height was determined by GEOID03.
 AD8143
 AD8143.The dynamic height is computed by dividing the NAVD 88
 AD8143.geopotential number by the normal gravity value computed on the
 AD8143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8143.degrees latitude (g = 980.6199 gals.).
 AD8143
 AD8143.The modeled gravity was interpolated from observed gravity values.
 AD8143
 AD8143;                    North         East    Units  Estimated Accuracy
 AD8143;SPC FL E     -   221,540.      225,180.      MT  (+/- 180 meters Scaled)
 AD8143
 AD8143                          SUPERSEDED SURVEY CONTROL
 AD8143
 AD8143  NGVD 29 (09/01/92)    4.352  (m)           14.28   (f) ADJUSTED    1 2
 AD8143
 AD8143.Superseded values are not recommended for survey control.
 AD8143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8143.See file dsdata.txt to determine how the superseded data were derived.
 AD8143
 AD8143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK251125(NAD 83)
 AD8143_MARKER: DD = SURVEY DISK
 AD8143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8143_SP_SET: POWER LINE FOOTING
 AD8143_STAMPING: B 51 BM SFWMD
 AD8143_MARK LOGO: SFLWMD
 AD8143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8143+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1996
 AD8143
 AD8143  HISTORY     - Date     Condition        Report By
 AD8143  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8143  HISTORY     - 19920316 GOOD             NGS
 AD8143  HISTORY     - 19960908 GOOD             FLDEP
 AD8143  HISTORY     - 20040527 GOOD             INDIV
 AD8143
 AD8143                          STATION DESCRIPTION
 AD8143
 AD8143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8143'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8143'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 21.1 KM
 AD8143'(13.10 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8143'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 53, 37.3 M (122.4
 AD8143'FT) NORTH OF THE CENTER OF THE ROAD, 6.6 M (21.7 FT) WEST OF THE
 AD8143'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8143'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8143
 AD8143                          STATION RECOVERY (1996)
 AD8143
 AD8143'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8143'THE MARK IS ABOUT 31.0 MI (49.9 KM) SOUTH-SOUTHEAST OF CLEWISTON, 24.5
 AD8143'MI (39.4 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN ESTIMATED SECTION 9,
 AD8143'TOWNSHIP 48 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST
 AD8143'OFFICE IN LAKE HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE
 AD8143'OF CANAL) FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE
 AD8143'SOUTHERLY ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE
 AD8143'JUNCTION OF ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI
 AD8143'CANAL ROAD FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD,
 AD8143'TURN LEFT ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO
 AD8143'THE EAST SIDE OF THE CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN
 AD8143'RIGHT ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12 KM)
 AD8143'TO THE Y-JUNCTION OF LEVEE ROAD NUMBER L-5 (NORTH SIDE OF CANAL) ,
 AD8143'CONTINUE EASTERLY ON LEVEE ROAD NUMBER L-5 FOR 1.35 MI (2.17 KM) TO
 AD8143'THE MARK ON THE LEFT, SET FLUSH IN THE SOUTH CONCRETE FOOTER OF A
 AD8143'LARGE METAL POWER POLE FOR A HIGH TENSION POWER LINE AND ABOUT 3.0 FT
 AD8143'(0.9 M) BELOW THE LEVEE ROAD. LOCATED 122.4 FT (37.3 M) NORTH OF THE
 AD8143'APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 21.7 FT (6.6 M) WEST OF THE
 AD8143'APPROXIMATE CENTERLINE OF A DIM TRACK ROAD AND 0.3 FT (9.1 CM) SOUTH
 AD8143'OF THE SOUTH EDGE OF THE POWER POLE. NOTE CONTACT GENE TANNER, SOUTH
 AD8143'FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON FIELD STATION,
 AD8143'PHONE NUMBER 813-983-1431.
 AD8143
 AD8143                          STATION RECOVERY (2004)
 AD8143
 AD8143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LB)
 AD8143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF4020 ***********************************************************************
 DF4020  DESIGNATION -  B 510
 DF4020  PID         -  DF4020
 DF4020  STATE/COUNTY-  FL/MARION
 DF4020  USGS QUAD   -  KEUKA (1993)
 DF4020
 DF4020                         *CURRENT SURVEY CONTROL
 DF4020  ___________________________________________________________________
 DF4020* NAD 83(1986)-  29 30 34.     (N)    081 56 45.     (W)     SCALED    
 DF4020* NAVD 88     -        10.605  (meters)      34.79   (feet)  ADJUSTED  
 DF4020  ___________________________________________________________________
 DF4020  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DF4020  DYNAMIC HT  -          10.591 (meters)      34.75  (feet)  COMP
 DF4020  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 DF4020
 DF4020  VERT ORDER  -  SECOND    CLASS I
 DF4020
 DF4020.The horizontal coordinates were scaled from a topographic map and have
 DF4020.an estimated accuracy of +/- 6 seconds.
 DF4020
 DF4020.The orthometric height was determined by differential leveling
 DF4020.and adjusted by the National Geodetic Survey in May 2004..
 DF4020.No vertical observational check was made to the station.
 DF4020
 DF4020.The geoid height was determined by GEOID03.
 DF4020
 DF4020.The dynamic height is computed by dividing the NAVD 88
 DF4020.geopotential number by the normal gravity value computed on the
 DF4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4020.degrees latitude (g = 980.6199 gals.).
 DF4020
 DF4020.The modeled gravity was interpolated from observed gravity values.
 DF4020
 DF4020;                    North         East    Units  Estimated Accuracy
 DF4020;SPC FL W     -   573,500.      205,250.      MT  (+/- 180 meters Scaled)
 DF4020
 DF4020                          SUPERSEDED SURVEY CONTROL
 DF4020
 DF4020.No superseded survey control is available for this station.
 DF4020
 DF4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN083648(NAD 83)
 DF4020_MARKER: DD = SURVEY DISK
 DF4020_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4020_SP_SET: BRIDGE ABUTMENT
 DF4020_STAMPING: B 510 2001
 DF4020_MARK LOGO: FLDEP 
 DF4020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4020+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4020
 DF4020  HISTORY     - Date     Condition        Report By
 DF4020  HISTORY     - 20010523 MONUMENTED       FLDEP
 DF4020
 DF4020                          STATION DESCRIPTION
 DF4020
 DF4020'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4020'THE MARK IS ABOUT 6.5 MI SOUTH OF JOHNSON, 0.5 MI NORTHWEST ORANGE
 DF4020'SPRINGS, IN SECTION
 DF4020'25, TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4020' 
 DF4020'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4020'21 AND COUNTY
 DF4020'ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR 0.05
 DF4020'MI TO THE
 DF4020'Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE ROAD 21 AND GO
 DF4020'NORTHWEST FOR 0.5 MI TO
 DF4020'THE SOUTH END OF THE BRIDGE OVER ORANGE CREEK AND THE MARK ON THE
 DF4020'RIGHT, SET FLUSH IN
 DF4020'THE SOUTHEAST BRIDGE ABUTMENT ABOUT LEVEL WITH THE GROUND AND LEVEL
 DF4020'WITH STATE ROAD
 DF4020'21.
 DF4020' 
 DF4020'LOCATED 66.0 FT NORTHWEST OF THE SOUTHEAST END OF A METAL GUARDRAIL,
 DF4020'22.4 FT NORTHEAST
 DF4020'OF THE CENTERLINE OF STATE ROAD 21, 2.9 FT NORTHWEST OF THE SOUTHEAST
 DF4020'BRIDGE RAIL AND
 DF4020'1.7 FT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHEAST ABUTMENT.
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020' 
 DF4020'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9972 ***********************************************************************
 DE9972  DESIGNATION -  B 511
 DE9972  PID         -  DE9972
 DE9972  STATE/COUNTY-  FL/ST JOHNS
 DE9972  USGS QUAD   -  BAKERSVILLE (1992)
 DE9972
 DE9972                         *CURRENT SURVEY CONTROL
 DE9972  ___________________________________________________________________
 DE9972* NAD 83(1986)-  29 54 47.     (N)    081 29 44.     (W)     SCALED    
 DE9972* NAVD 88     -         5.749  (meters)      18.86   (feet)  ADJUSTED  
 DE9972  ___________________________________________________________________
 DE9972  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DE9972  DYNAMIC HT  -           5.741 (meters)      18.84  (feet)  COMP
 DE9972  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 DE9972
 DE9972  VERT ORDER  -  SECOND    CLASS I
 DE9972
 DE9972.The horizontal coordinates were scaled from a topographic map and have
 DE9972.an estimated accuracy of +/- 6 seconds.
 DE9972
 DE9972.The orthometric height was determined by differential leveling
 DE9972.and adjusted by the National Geodetic Survey in May 2004..
 DE9972
 DE9972.The geoid height was determined by GEOID03.
 DE9972
 DE9972.The dynamic height is computed by dividing the NAVD 88
 DE9972.geopotential number by the normal gravity value computed on the
 DE9972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9972.degrees latitude (g = 980.6199 gals.).
 DE9972
 DE9972.The modeled gravity was interpolated from observed gravity values.
 DE9972
 DE9972;                    North         East    Units  Estimated Accuracy
 DE9972;SPC FL E     -   618,330.      152,150.      MT  (+/- 180 meters Scaled)
 DE9972
 DE9972                          SUPERSEDED SURVEY CONTROL
 DE9972
 DE9972.No superseded survey control is available for this station.
 DE9972
 DE9972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP521092(NAD 83)
 DE9972_MARKER: DD = SURVEY DISK
 DE9972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9972_STAMPING: B 511 2001
 DE9972_MARK LOGO: FLDEP 
 DE9972_PROJECTION: FLUSH
 DE9972_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE9972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9972+STABILITY: SURFACE MOTION
 DE9972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9972+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2001
 DE9972
 DE9972  HISTORY     - Date     Condition        Report By
 DE9972  HISTORY     - 20010512 MONUMENTED       FLDEP
 DE9972
 DE9972                          STATION DESCRIPTION
 DE9972
 DE9972'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DE9972'THE MARK IS ABOUT 11.3 MI WEST OF SAINT AUGUSTINE, 6.0 MI EAST OF
 DE9972'PICOLATA, 0.5 MI NORTH OF
 DE9972'BAKERSVILLE, IN SECTION 9, TOWNSHIP 7 SOUTH, RANGE 28 EAST.
 DE9972' 
 DE9972'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 207 AND STATE ROAD
 DE9972'13 IN SPUDS, GO
 DE9972'NORTH ON STATE ROAD 13 FOR 2.9 MI TO THE JUNCTION OF COUNTY ROAD 13A
 DE9972'ON THE RIGHT, TURN
 DE9972'RIGHT ON COUNTY ROAD 13A AND GO NORTHEAST FOR 1.0 MI TO THE
 DE9972'INTERSECTION OF COUNTY
 DE9972'ROAD 305, CONTINUE NORTH ON COUNTY ROAD 13A FOR 4.45 MI TO THE
 DE9972'JUNCTION OF COUNTY ROAD
 DE9972'214, TURN RIGHT ON COUNTY ROAD 214 AND GO EAST FOR 0.3 MI TO THE
 DE9972'JUNCTION OF COUNTY ROAD
 DE9972'13A (NORTH), TURN LEFT ON COUNTY ROAD 13A (NORTH) AND GO NORTH FOR
 DE9972'3.75 MI TO THE
 DE9972'JUNCTION OF COUNTY ROAD 208, TURN RIGHT ON COUNTY ROAD 208 AND GO EAST
 DE9972'FOR 0.25 MI TO
 DE9972'THE JUNCTION OF PACETTI ROAD (13A NORTH) ON THE LEFT, TURN LEFT ON
 DE9972'PACETTE ROAD (13A
 DE9972'NORTH) AND GO NORTH FOR 0.4 MI TO THE JUNCTION OF CHURCH ROAD ON THE
 DE9972'LEFT AND THE MARK
 DE9972'ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF STATE
 DE9972'ROAD 16 (GREEN
 DE9972'COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) IN
 DE9972'SAINT AUGUSTINE, GO
 DE9972'NORTH ON U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) FOR 7.9 MI TO THE
 DE9972'JUNCTION OF
 DE9972'INTERNATIONAL GOLF PARKWAY (NINEMILE ROAD) ON THE LEFT, TURN LEFT ON
 DE9972'INTERNATIONAL GOLF
 DE9972'PARKWAY (NINEMILE ROAD) AND GO SOUTHWEST FOR 4.95 MI TO THE UNDERPASS
 DE9972'OF INTERSTATE
 DE9972'95, CONTINUE SOUTHWEST ON INTERNATIONAL GOLF PARKWAY (NINEMILE ROAD)
 DE9972'FOR 2.15 MI TO THE
 DE9972'INTERSECTION OF STATE ROAD 16 (GREEN COVE SPRING ROAD), CONTINUE
 DE9972'SOUTH-SOUTHWEST ON
 DE9972'INTERNATIONAL GOLF PARKWAY FOR 3.9 MI TO THE JUNCTION OF CHURCH ROAD
 DE9972'ON THE RIGHT AND
 DE9972'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DE9972'FLUSH WITH THE
 DE9972'GROUND AND ABOUT 0.3 FT BELOW THE LEVEL OF COUNTY ROAD 13A.
 DE9972' 
 DE9972'LOCATED 205.0 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DE9972'CHURCH ROAD AND
 DE9972'THE WEST EDGE OF COUNTY ROAD 13A, 51.4 FT WEST-SOUTHWEST OF THE
 DE9972'APPROXIMATE
 DE9972'CENTERLINE OF COUNTY ROAD 13A, 43.4 FT NORTHEAST OF THE APPROXIMATE
 DE9972'CENTERLINE OF
 DE9972'CHURCH ROAD, 39.4 FT WEST-SOUTHWEST OF THE EDGE OF PAVEMENT OF COUNTY
 DE9972'ROAD 13A, 6.6 FT
 DE9972'SOUTH OF A RIGHT-OF-WAY MAKER AND 1.5 FT NORTHEAST OF A CARSONITE
 DE9972'WITNESS POST.
 DE9972' 
 DE9972'NOTE   A MAGNET WAS IMBEDDED IN THE MONUMENT ON THE SOUTH SIDE.
 DE9972'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6686 ***********************************************************************
 DF6686  DESIGNATION -  B 512
 DF6686  PID         -  DF6686
 DF6686  STATE/COUNTY-  FL/OSCEOLA
 DF6686  USGS QUAD   -  ST CLOUD NORTH (1987)
 DF6686
 DF6686                         *CURRENT SURVEY CONTROL
 DF6686  ___________________________________________________________________
 DF6686* NAD 83(1986)-  28 20 13.     (N)    081 19 48.     (W)     SCALED    
 DF6686* NAVD 88     -        22.728  (meters)      74.57   (feet)  ADJUSTED  
 DF6686  ___________________________________________________________________
 DF6686  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DF6686  DYNAMIC HT  -          22.694 (meters)      74.46  (feet)  COMP
 DF6686  MODELED GRAV-     979,170.3   (mgal)                       NAVD 88
 DF6686
 DF6686  VERT ORDER  -  SECOND    CLASS I
 DF6686
 DF6686.The horizontal coordinates were scaled from a topographic map and have
 DF6686.an estimated accuracy of +/- 6 seconds.
 DF6686
 DF6686.The orthometric height was determined by differential leveling
 DF6686.and adjusted by the National Geodetic Survey in April 2004..
 DF6686
 DF6686.The geoid height was determined by GEOID03.
 DF6686
 DF6686.The dynamic height is computed by dividing the NAVD 88
 DF6686.geopotential number by the normal gravity value computed on the
 DF6686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6686.degrees latitude (g = 980.6199 gals.).
 DF6686
 DF6686.The modeled gravity was interpolated from observed gravity values.
 DF6686
 DF6686;                    North         East    Units  Estimated Accuracy
 DF6686;SPC FL E     -   443,590.      167,640.      MT  (+/- 180 meters Scaled)
 DF6686
 DF6686                          SUPERSEDED SURVEY CONTROL
 DF6686
 DF6686.No superseded survey control is available for this station.
 DF6686
 DF6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM676345(NAD 83)
 DF6686_MARKER: DD = SURVEY DISK
 DF6686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6686_STAMPING: B 512 2001
 DF6686_MARK LOGO: FLDEP 
 DF6686_PROJECTION: FLUSH
 DF6686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6686+STABILITY: SURFACE MOTION
 DF6686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6686+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6686
 DF6686  HISTORY     - Date     Condition        Report By
 DF6686  HISTORY     - 20010628 MONUMENTED       FLDEP
 DF6686  HISTORY     - 20030206 MARK NOT FOUND   FLDEP
 DF6686
 DF6686                          STATION DESCRIPTION
 DF6686
 DF6686'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6686'THE MARK IS ABOUT 17.0 MI SOUTH OF ORLANDO, 6.7 MI NORTHEAST OF
 DF6686'KISSIMMEE, 6.0 MI
 DF6686'NORTHWEST OF ST. CLOUD, IN SECTION 5, TOWNSHIP 25 SOUTH, RANGE 30
 DF6686'EAST.
 DF6686' 
 DF6686'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6686'STREET) AND
 DF6686'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6686'523 (VERMONT
 DF6686'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6686'ON LAKESHORE
 DF6686'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 2.1 MI TO THE
 DF6686'JUNCTION OF EAST
 DF6686'LAKESHORE BOULEVARD ON THE RIGHT, TURN RIGHT ON EAST LAKESHORE
 DF6686'BOULEVARD (FORTUNE
 DF6686'ROAD) AND GO NORTH FOR 3.5 MI TO THE JUNCTION OF BOGGY CREEK ROAD
 DF6686'(COUNTY ROAD 530),
 DF6686'TURN RIGHT ON BOGGY CREEK ROAD (COUNTY ROAD 530) AND GO NORTHEAST FOR
 DF6686'2.6 MI TO THE
 DF6686'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DF6686'WITH THE GROUND
 DF6686' AND ABOUT LEVEL WITH BOGGY CREEK ROAD.
 DF6686' 
 DF6686'LOCATED 90.0 FT SOUTHEAST OF AND ACROSS BOGGY CREEK ROAD FROM HAYMY
 DF6686'WAY ROAD, 35.0 FT
 DF6686'EAST OF BOGGY CREEK ROAD, 8.2 FT SOUTH OF A CABLE BOX NUMBER 7544, 1.1
 DF6686'FT WEST OF A
 DF6686'BARBWIRE FENCE AND 1.0 FT WEST OF A CARSONITE WITNESS POST.
 DF6686' 
 DF6686'NOTE   A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF6686'MONUMENT.
 DF6686' 
 DF6686' 
 DF6686'
 DF6686
 DF6686                          STATION RECOVERY (2003)
 DF6686
 DF6686'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 DF6686'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6711 ***********************************************************************
 DF6711  DESIGNATION -  B 513
 DF6711  PID         -  DF6711
 DF6711  STATE/COUNTY-  FL/OSCEOLA
 DF6711  USGS QUAD   -  LAKE TOHOPEKALIGA (1987)
 DF6711
 DF6711                         *CURRENT SURVEY CONTROL
 DF6711  ___________________________________________________________________
 DF6711* NAD 83(1986)-  28 08 20.     (N)    081 22 30.     (W)     SCALED    
 DF6711* NAVD 88     -        18.960  (meters)      62.20   (feet)  ADJUSTED  
 DF6711  ___________________________________________________________________
 DF6711  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DF6711  DYNAMIC HT  -          18.932 (meters)      62.11  (feet)  COMP
 DF6711  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 DF6711
 DF6711  VERT ORDER  -  SECOND    CLASS I
 DF6711
 DF6711.The horizontal coordinates were scaled from a topographic map and have
 DF6711.an estimated accuracy of +/- 6 seconds.
 DF6711
 DF6711.The orthometric height was determined by differential leveling
 DF6711.and adjusted by the National Geodetic Survey in April 2004..
 DF6711
 DF6711.The geoid height was determined by GEOID03.
 DF6711
 DF6711.The dynamic height is computed by dividing the NAVD 88
 DF6711.geopotential number by the normal gravity value computed on the
 DF6711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6711.degrees latitude (g = 980.6199 gals.).
 DF6711
 DF6711.The modeled gravity was interpolated from observed gravity values.
 DF6711
 DF6711;                    North         East    Units  Estimated Accuracy
 DF6711;SPC FL E     -   421,660.      163,160.      MT  (+/- 180 meters Scaled)
 DF6711
 DF6711                          SUPERSEDED SURVEY CONTROL
 DF6711
 DF6711.No superseded survey control is available for this station.
 DF6711
 DF6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM631126(NAD 83)
 DF6711_MARKER: DD = SURVEY DISK
 DF6711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6711_STAMPING: B 513 2001
 DF6711_MARK LOGO: FLDEP 
 DF6711_PROJECTION: FLUSH
 DF6711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6711+STABILITY: SURFACE MOTION
 DF6711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6711+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6711
 DF6711  HISTORY     - Date     Condition        Report By
 DF6711  HISTORY     - 20010628 MONUMENTED       FLDEP
 DF6711
 DF6711                          STATION DESCRIPTION
 DF6711
 DF6711'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6711'THE MARK IS ABOUT 16.5 MI SOUTHWEST OF KISSIMMEE, IN SECTION 14,
 DF6711'TOWNSHIP 27 SOUTH, RANGE
 DF6711'29 EAST.
 DF6711' 
 DF6711'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (VINE STREET)
 DF6711'AND U.S. HIGHWAY
 DF6711'17, 92 (JOHN YOUNG PARKWAY) IN KISSIMMEE, GO SOUTH ON U.S. HIGHWAY 17,
 DF6711'92 FOR 3.5 MI TO THE
 DF6711'JUNCTION OF PLEASANT HILL ROAD (COUNTY ROAD 531) ON THE LEFT, TURN
 DF6711'LEFT ON PLEASANT HILL
 DF6711'ROAD (COUNTY ROAD 531) AND GO SOUTH FOR 7.55 MI TO THE JUNCTION OF
 DF6711'SOUTHPORT ROAD ON
 DF6711'THE LEFT, TURN LEFT ON SOUTHPORT ROAD AND GO EAST FOR 4.5 MI TO THE
 DF6711'MARK ON THE RIGHT,
 DF6711'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DF6711'ABOUT LEVEL
 DF6711'WITH SOUTHPORT ROAD.
 DF6711' 
 DF6711'LOCATED 93.0 FT SOUTHWEST OF AND ACROSS SOUTHPORT ROAD FROM POWER POLE
 DF6711'NUMBER
 DF6711'VR039 (14007004838,36-78724), 63.3 FT SOUTHWEST OF THE CENTERLINE OF
 DF6711'SOUTHPORT ROAD, 1.0 FT
 DF6711'NORTHEAST OF A BARBWIRE FENCE AND 0.9 FT NORTHEAST OF A CARSONITE
 DF6711'WITNESS POST.
 DF6711' 
 DF6711'NOTE A MAGNET WAS IMBEDDED IN THE MONUMENT ON THE SOUTH SIDE.
 DF6711' 
 DF6711' 
 DF6711'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF6736 ***********************************************************************
 DF6736  DESIGNATION -  B 514
 DF6736  PID         -  DF6736
 DF6736  STATE/COUNTY-  FL/OSCEOLA
 DF6736  USGS QUAD   -  ST CLOUD SOUTH (1980)
 DF6736
 DF6736                         *CURRENT SURVEY CONTROL
 DF6736  ___________________________________________________________________
 DF6736* NAD 83(1986)-  28 10 40.     (N)    081 17 26.     (W)     SCALED    
 DF6736* NAVD 88     -        20.878  (meters)      68.50   (feet)  ADJUSTED  
 DF6736  ___________________________________________________________________
 DF6736  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF6736  DYNAMIC HT  -          20.847 (meters)      68.40  (feet)  COMP
 DF6736  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 DF6736
 DF6736  VERT ORDER  -  SECOND    CLASS I
 DF6736
 DF6736.The horizontal coordinates were scaled from a topographic map and have
 DF6736.an estimated accuracy of +/- 6 seconds.
 DF6736
 DF6736.The orthometric height was determined by differential leveling
 DF6736.and adjusted by the National Geodetic Survey in April 2004..
 DF6736
 DF6736.The geoid height was determined by GEOID03.
 DF6736
 DF6736.The dynamic height is computed by dividing the NAVD 88
 DF6736.geopotential number by the normal gravity value computed on the
 DF6736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6736.degrees latitude (g = 980.6199 gals.).
 DF6736
 DF6736.The modeled gravity was interpolated from observed gravity values.
 DF6736
 DF6736;                    North         East    Units  Estimated Accuracy
 DF6736;SPC FL E     -   425,940.      171,470.      MT  (+/- 180 meters Scaled)
 DF6736
 DF6736                          SUPERSEDED SURVEY CONTROL
 DF6736
 DF6736.No superseded survey control is available for this station.
 DF6736
 DF6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM714169(NAD 83)
 DF6736_MARKER: DD = SURVEY DISK
 DF6736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6736_STAMPING: B 514 2001
 DF6736_MARK LOGO: FLDEP 
 DF6736_PROJECTION: RECESSED 8 CENTIMETERS
 DF6736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6736+STABILITY: SURFACE MOTION
 DF6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6736+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 DF6736
 DF6736  HISTORY     - Date     Condition        Report By
 DF6736  HISTORY     - 20010628 MONUMENTED       FLDEP
 DF6736
 DF6736                          STATION DESCRIPTION
 DF6736
 DF6736'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6736'THE MARK IS ABOUT 26.7 MI NORTH OF KENSVILLE, 4.7 MI SOUTH OF ST.
 DF6736'CLOUD, IN SECTION 35,
 DF6736'TOWNSHIP 26 SOUTH, RANGE 30 EAST.
 DF6736' 
 DF6736'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6736'STREET) AND
 DF6736'COUNTY ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST. CLOUD, GO
 DF6736'SOUTH ON COUNTY
 DF6736'ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) FOR 4.7 MI TO THE JUNCTION
 DF6736'OF FRIARS COVE
 DF6736'ROAD ON THE RIGHT, TURN RIGHT ON FRIARS COVE ROAD AND GO WEST FOR 0.5
 DF6736'MI THE JUNCTION
 DF6736'OF FRIARS COVE LANE ON THE RIGHT AND MARK ON THE RIGHT, SET IN THE TOP
 DF6736'OF A ROUND
 DF6736'CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND
 DF6736'FRIARS COVE
 DF6736'ROAD.
 DF6736' 
 DF6736'LOCATED 85.0 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF FRIARS COVE
 DF6736'LANE AND THE
 DF6736'NORTHWEST SIDE OF FRIARS COVER ROAD, 79.0 FT SOUTHWEST OF A STOP SIGN,
 DF6736'38.0 FT
 DF6736'NORTHWEST OF THE APPROXIMATE CENTERLINE OF FRIARS COVE ROAD, 15.0 FT
 DF6736'NORTHWEST OF A
 DF6736'DEAD END SIGN, 1.0 FT SOUTHEAST OF A BARBWIRE FENCE AND 0.9 FT
 DF6736'SOUTHEAST OF A CARSONITE
 DF6736'WITNESS POST.
 DF6736' 
 DF6736'NOTE   A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF6736'MONUMENT.
 DF6736' 
 DF6736' 
 DF6736'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF7089 ***********************************************************************
 DF7089  DESIGNATION -  B 515
 DF7089  PID         -  DF7089
 DF7089  STATE/COUNTY-  FL/NASSAU
 DF7089  USGS QUAD   -  HILLIARD (1992)
 DF7089
 DF7089                         *CURRENT SURVEY CONTROL
 DF7089  ___________________________________________________________________
 DF7089* NAD 83(1986)-  30 40 45.     (N)    081 54 31.     (W)     SCALED    
 DF7089* NAVD 88     -        13.062  (meters)      42.85   (feet)  ADJUSTED  
 DF7089  ___________________________________________________________________
 DF7089  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DF7089  DYNAMIC HT  -          13.045 (meters)      42.80  (feet)  COMP
 DF7089  MODELED GRAV-     979,381.3   (mgal)                       NAVD 88
 DF7089
 DF7089  VERT ORDER  -  SECOND    CLASS I
 DF7089
 DF7089.The horizontal coordinates were scaled from a topographic map and have
 DF7089.an estimated accuracy of +/- 6 seconds.
 DF7089
 DF7089.The orthometric height was determined by differential leveling
 DF7089.and adjusted by the National Geodetic Survey in May 2004..
 DF7089
 DF7089.The geoid height was determined by GEOID03.
 DF7089
 DF7089.The dynamic height is computed by dividing the NAVD 88
 DF7089.geopotential number by the normal gravity value computed on the
 DF7089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7089.degrees latitude (g = 980.6199 gals.).
 DF7089
 DF7089.The modeled gravity was interpolated from observed gravity values.
 DF7089
 DF7089;                    North         East    Units  Estimated Accuracy
 DF7089;SPC FL E     -   703,510.      112,940.      MT  (+/- 180 meters Scaled)
 DF7089
 DF7089                          SUPERSEDED SURVEY CONTROL
 DF7089
 DF7089.No superseded survey control is available for this station.
 DF7089
 DF7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP129943(NAD 83)
 DF7089_MARKER: DD = SURVEY DISK
 DF7089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7089_STAMPING: B 515 2001
 DF7089_MARK LOGO: FLDEP 
 DF7089_PROJECTION: RECESSED 15 CENTIMETERS
 DF7089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7089+STABILITY: SURFACE MOTION
 DF7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7089+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 DF7089
 DF7089  HISTORY     - Date     Condition        Report By
 DF7089  HISTORY     - 20010823 MONUMENTED       FLDEP
 DF7089
 DF7089                          STATION DESCRIPTION
 DF7089
 DF7089'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DF7089'THE MARK IS ABOUT 9.9 MI NORTHWEST OF CALLAHAN, 1.0 MI SOUTHEAST OF
 DF7089'HILLIARD, IN SECTION 16, TOWNSHIP 3 NORTH, RANGE 24 EAST.
 DF7089' 
 DF7089'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 108 (SECOND STREET,
 DF7089'KINGS FERRY ROAD) AND U.S. HIGHWAY 1, 23, 301 (KINGS ROAD) IN
 DF7089'HILLIARD, GO SOUTHEAST ON U.S. HIGHWAY 1, 23, 301 (KINGS STREET) FOR
 DF7089'1.0 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DF7089'MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL
 DF7089'OF U.S. HIGHWAY 1 NORTHBOUND LANES.
 DF7089' 
 DF7089'LOCATED 76.8 FT NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1
 DF7089'NORTHBOUND LANES, 72.0 FT NORTHWEST OF THE EXTENDED CENTERLINE OF
 DF7089'INGHAM ROAD, 42.7 FT NORTH OF A POWER POLE WITH 1 GUY WIRE ATTACHED
 DF7089'AND 1.0 FT SOUTHWEST OF A CARSONITE WITNESS POST.
 DF7089' 
 DF7089'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF7089'MONUMENT.
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089' 
 DF7089'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5644 ***********************************************************************
 AJ5644  DESIGNATION -  B 516
 AJ5644  PID         -  AJ5644
 AJ5644  STATE/COUNTY-  FL/MARTIN
 AJ5644  USGS QUAD   -  JUPITER (1983)
 AJ5644
 AJ5644                         *CURRENT SURVEY CONTROL
 AJ5644  ___________________________________________________________________
 AJ5644* NAD 83(1986)-  26 59 08.     (N)    080 07 16.     (W)     SCALED    
 AJ5644* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 AJ5644  ___________________________________________________________________
 AJ5644  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AJ5644  DYNAMIC HT  -           2.348 (meters)       7.70  (feet)  COMP
 AJ5644  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 AJ5644
 AJ5644  VERT ORDER  -  FIRST     CLASS II
 AJ5644
 AJ5644.The horizontal coordinates were scaled from a topographic map and have
 AJ5644.an estimated accuracy of +/- 6 seconds.
 AJ5644
 AJ5644.The orthometric height was determined by differential leveling
 AJ5644.and adjusted by the National Geodetic Survey in October 2001..
 AJ5644.No vertical observational check was made to the station.
 AJ5644
 AJ5644.The geoid height was determined by GEOID03.
 AJ5644
 AJ5644.The dynamic height is computed by dividing the NAVD 88
 AJ5644.geopotential number by the normal gravity value computed on the
 AJ5644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5644.degrees latitude (g = 980.6199 gals.).
 AJ5644
 AJ5644.The modeled gravity was interpolated from observed gravity values.
 AJ5644
 AJ5644;                    North         East    Units  Estimated Accuracy
 AJ5644;SPC FL E     -   294,110.      287,240.      MT  (+/- 180 meters Scaled)
 AJ5644
 AJ5644                          SUPERSEDED SURVEY CONTROL
 AJ5644
 AJ5644.No superseded survey control is available for this station.
 AJ5644
 AJ5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK872851(NAD 83)
 AJ5644_MARKER: DD = SURVEY DISK
 AJ5644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5644_STAMPING: B 516 2001
 AJ5644_MARK LOGO: FL-085
 AJ5644_PROJECTION: FLUSH
 AJ5644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5644+STABILITY: SURFACE MOTION
 AJ5644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5644+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 AJ5644
 AJ5644  HISTORY     - Date     Condition        Report By
 AJ5644  HISTORY     - 20010501 MONUMENTED       GCYI
 AJ5644  HISTORY     - 20031003 GOOD             USPSQD
 AJ5644
 AJ5644                          STATION DESCRIPTION
 AJ5644
 AJ5644'DESCRIBED BY G.C.Y., INCORPORATED 2001 (MDL)
 AJ5644'THE STATION IS LOCATED 8.5 KM (5.3 MI) SOUTH OF HOBE SOUND, 34.6 KM
 AJ5644'(21.5 MI)
 AJ5644'EAST OF INDIANTOWN AND 26.9 KM (16.7 MI) SOUTHEAST OF STUART IN
 AJ5644'SECTION 14,
 AJ5644'TOWNSHIP 40 SOUTH, RANGE 42 EAST, MARTIN COUNTY, FLORIDA.
 AJ5644' 
 AJ5644'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 AJ5644'COUNTY LINE ROAD IN TEQUESTA, GO WEST ON COUNTY LINE ROAD 2.15 KM
 AJ5644'(1.34 MI)
 AJ5644'THEN TURN NORTH ON COUNTY LINE ROAD THEN WEST ON COUNTY LINE ROAD 2.7
 AJ5644'KM (1.7 MI) TO THE INTERSECTION WITH WOODBRIDGE LANE AND THE STATION
 AJ5644'ON
 AJ5644'THE RIGHT.
 AJ5644' 
 AJ5644'THE STATION IS LOCATED 1.0 M (3.3 FT) SOUTH OF A CARSONITE WITNESS
 AJ5644'POST SET
 AJ5644'IN A BARBED WIRE FENCE,  7M (23 FT) SOUTHWEST OF A 10 INCH PINE TREE,
 AJ5644'11.6 M
 AJ5644'(38 FT) WEST OF A WOOD POWER POLE AND 4.4 M (14.5 FT) EAST OF A WOOD
 AJ5644'POWER POLE.
 AJ5644' 
 AJ5644'NOTE - MAGNET BURIED AT NORTH SIDE OF MONUMENT.
 AJ5644'
 AJ5644'
 AJ5644
 AJ5644                          STATION RECOVERY (2003)
 AJ5644
 AJ5644'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AJ5644'MARK IS AT INTERSECTION OF COUNTY LINE ROAD AND WOODEN BRIDGE WAY.
 AJ5644' 
 AJ5644' 
 AJ5644' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5631 ***********************************************************************
 AJ5631  DESIGNATION -  B 517
 AJ5631  PID         -  AJ5631
 AJ5631  STATE/COUNTY-  FL/MARTIN
 AJ5631  USGS QUAD   -  PALM CITY (1983)
 AJ5631
 AJ5631                         *CURRENT SURVEY CONTROL
 AJ5631  ___________________________________________________________________
 AJ5631* NAD 83(1999)-  27 09 41.99302(N)    080 18 08.63033(W)     ADJUSTED  
 AJ5631* NAVD 88     -         5.074  (meters)      16.65   (feet)  ADJUSTED  
 AJ5631  ___________________________________________________________________
 AJ5631  X           -     956,568.379 (meters)                     COMP
 AJ5631  Y           -  -5,597,565.704 (meters)                     COMP
 AJ5631  Z           -   2,894,154.718 (meters)                     COMP
 AJ5631  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AJ5631  ELLIP HEIGHT-         -22.27  (meters)          (12/12/02) GPS OBS
 AJ5631  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ5631  DYNAMIC HT  -           5.066 (meters)      16.62  (feet)  COMP
 AJ5631  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 AJ5631
 AJ5631  HORZ ORDER  -  FIRST
 AJ5631  VERT ORDER  -  FIRST     CLASS II
 AJ5631  ELLP ORDER  -  FOURTH    CLASS I
 AJ5631
 AJ5631.The horizontal coordinates were established by GPS observations
 AJ5631.and adjusted by the National Geodetic Survey in December 2002..
 AJ5631
 AJ5631.The orthometric height was determined by differential leveling
 AJ5631.and adjusted by the National Geodetic Survey in November 2001..
 AJ5631
 AJ5631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5631
 AJ5631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5631
 AJ5631.The ellipsoidal height was determined by GPS observations
 AJ5631.and is referenced to NAD 83.
 AJ5631
 AJ5631.The geoid height was determined by GEOID03.
 AJ5631
 AJ5631.The dynamic height is computed by dividing the NAVD 88
 AJ5631.geopotential number by the normal gravity value computed on the
 AJ5631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5631.degrees latitude (g = 980.6199 gals.).
 AJ5631
 AJ5631.The modeled gravity was interpolated from observed gravity values.
 AJ5631
 AJ5631;                    North         East     Units Scale Factor Converg.
 AJ5631;SPC FL E     -   313,508.370   269,138.124   MT  1.00000016   +0 19 06.5
 AJ5631;SPC FL E     - 1,028,568.71    882,997.33   sFT  1.00000016   +0 19 06.5
 AJ5631;UTM  17      - 3,004,533.384   569,114.534   MT  0.99965897   +0 19 06.5
 AJ5631
 AJ5631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5631!SPC FL E     -   1.00000350  x   1.00000016  =   1.00000366
 AJ5631!UTM  17      -   1.00000350  x   0.99965897  =   0.99966247
 AJ5631
 AJ5631                          SUPERSEDED SURVEY CONTROL
 AJ5631
 AJ5631  NAVD 88 (12/12/02)    5.07   (m)           16.6    (f) LEVELING    3  
 AJ5631
 AJ5631.Superseded values are not recommended for survey control.
 AJ5631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5631.See file dsdata.txt to determine how the superseded data were derived.
 AJ5631
 AJ5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6911504533(NAD 83)
 AJ5631_MARKER: F = FLANGE-ENCASED ROD
 AJ5631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5631_STAMPING: B 517 2001
 AJ5631_MARK LOGO: FL-085
 AJ5631_PROJECTION: FLUSH
 AJ5631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5631+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002
 AJ5631_ROD/PIPE-DEPTH: 24.4 meters
 AJ5631
 AJ5631  HISTORY     - Date     Condition        Report By
 AJ5631  HISTORY     - 2001     MONUMENTED       GCYI
 AJ5631  HISTORY     - 20020513 GOOD             MAPTEC
 AJ5631  HISTORY     - 20020627 GOOD             GCYI
 AJ5631
 AJ5631                          STATION DESCRIPTION
 AJ5631
 AJ5631'DESCRIBED BY G.C.Y., INCORPORATED 2001 (KFK)
 AJ5631'THE MARK IS LOCATED 6.3 KM (3.9 MI) SOUTHWEST OF STUART, 18.9 KM (11.7
 AJ5631'MI)
 AJ5631'NORTHW4EST OF HOBE SOUND AND 21.5 KM (13.4 MI) NORTHEAST OF INDIANTOWN
 AJ5631'NEAR THE NORTH RIGHT-OF-WAY OF S.R. 714 IN SECTION 14, TOWNSHIP 38
 AJ5631'SOUTH,
 AJ5631'RANGE 40 EAST.
 AJ5631' 
 AJ5631'FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 AJ5631' 
 AJ5631'TO REACH THE MARK FROM THE INTERSECTION OF FLORIDA TURNPIKE AND S.R.
 AJ5631'714, GO EAST ON S.R. 714 0.2 KM (0.1 MI) TO THE INTERSECTION WITH SW
 AJ5631'ARMELLINI
 AJ5631'AVENUE.   MARK IS LOCATED IN NORTHWEST QUADRANT OF INTERSECTION.
 AJ5631' 
 AJ5631'THE MARK IS 12.4 M (40.8 FT) NORTH OF NORTH EDGE OF PAVEMENT OF S.R.
 AJ5631'714, 4.6
 AJ5631'M (15.1 FT) NORTHEAST OF A WOOD POWER POLE, 5.4 M (17.8 FT) SOUTHEAST
 AJ5631'OF A
 AJ5631'WOOD POWER POLE, 5.3 M (17.4 FT) WEST OF WEST EDGE OF PAVEMENT OF S.W.
 AJ5631'ARMELLINI AVE. AND 21.4 M (70.2 FT) NORTHWEST OF A WOOD POWER POLE ON
 AJ5631'EAST SIDE OF SW ARMELLINI AVE. AND 0.3 M (1.0 FT) EAST OF A CARSONITE
 AJ5631'WITNESS
 AJ5631'POST.
 AJ5631'ACCESS IS THROUGH AN ALUMINUM ACCESS CAP.
 AJ5631' 
 AJ5631'NOTE -  MAGNET PLACED INSIDE PVC SLEEVE NEXT TO STAINLESS ROD.
 AJ5631'
 AJ5631'
 AJ5631
 AJ5631                          STATION RECOVERY (2002)
 AJ5631
 AJ5631'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ5631'STATION RECOVERY (2002)
 AJ5631'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ5631'RECOVERED AS DESCRIBED.
 AJ5631' 
 AJ5631'
 AJ5631
 AJ5631                          STATION RECOVERY (2002)
 AJ5631
 AJ5631'RECOVERY NOTE BY G.C.Y., INCORPORATED 2002 (PA)
 AJ5631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7336 ***********************************************************************
 AJ7336  DESIGNATION -  B 518
 AJ7336  PID         -  AJ7336
 AJ7336  STATE/COUNTY-  FL/HIGHLANDS
 AJ7336  USGS QUAD   -  CHILDS (1972)
 AJ7336
 AJ7336                         *CURRENT SURVEY CONTROL
 AJ7336  ___________________________________________________________________
 AJ7336* NAD 83(1999)-  27 11 34.79833(N)    081 19 41.94258(W)     ADJUSTED  
 AJ7336* NAVD 88     -        48.200  (meters)     158.14   (feet)  ADJUSTED  
 AJ7336  ___________________________________________________________________
 AJ7336  X           -     855,959.150 (meters)                     COMP
 AJ7336  Y           -  -5,612,267.737 (meters)                     COMP
 AJ7336  Z           -   2,897,264.247 (meters)                     COMP
 AJ7336  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AJ7336  ELLIP HEIGHT-          23.19  (meters)          (12/12/02) GPS OBS
 AJ7336  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ7336  DYNAMIC HT  -          48.127 (meters)     157.90  (feet)  COMP
 AJ7336  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AJ7336
 AJ7336  HORZ ORDER  -  FIRST
 AJ7336  VERT ORDER  -  FIRST     CLASS II
 AJ7336  ELLP ORDER  -  FOURTH    CLASS I
 AJ7336
 AJ7336.The horizontal coordinates were established by GPS observations
 AJ7336.and adjusted by the National Geodetic Survey in December 2002..
 AJ7336
 AJ7336.The orthometric height was determined by differential leveling
 AJ7336.and adjusted by the National Geodetic Survey in February 2002..
 AJ7336
 AJ7336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7336
 AJ7336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7336
 AJ7336.The ellipsoidal height was determined by GPS observations
 AJ7336.and is referenced to NAD 83.
 AJ7336
 AJ7336.The geoid height was determined by GEOID03.
 AJ7336
 AJ7336.The dynamic height is computed by dividing the NAVD 88
 AJ7336.geopotential number by the normal gravity value computed on the
 AJ7336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7336.degrees latitude (g = 980.6199 gals.).
 AJ7336
 AJ7336.The modeled gravity was interpolated from observed gravity values.
 AJ7336
 AJ7336;                    North         East     Units Scale Factor Converg.
 AJ7336;SPC FL E     -   316,830.707   167,470.520   MT  0.99995423   -0 09 00.1
 AJ7336;SPC FL E     - 1,039,468.74    549,442.86   sFT  0.99995423   -0 09 00.1
 AJ7336;UTM  17      - 3,007,854.587   467,481.619   MT  0.99961305   -0 09 00.1
 AJ7336
 AJ7336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7336!SPC FL E     -   0.99999636  x   0.99995423  =   0.99995059
 AJ7336!UTM  17      -   0.99999636  x   0.99961305  =   0.99960941
 AJ7336
 AJ7336                          SUPERSEDED SURVEY CONTROL
 AJ7336
 AJ7336  NAVD 88 (12/12/02)   48.20   (m)          158.1    (f) LEVELING    3  
 AJ7336
 AJ7336.Superseded values are not recommended for survey control.
 AJ7336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7336.See file dsdata.txt to determine how the superseded data were derived.
 AJ7336
 AJ7336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6748207855(NAD 83)
 AJ7336_MARKER: DD = SURVEY DISK
 AJ7336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7336_STAMPING: B 518 2001 CERP
 AJ7336_MARK LOGO: USE   
 AJ7336_PROJECTION: FLUSH
 AJ7336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7336+STABILITY: SURFACE MOTION
 AJ7336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7336+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 AJ7336
 AJ7336  HISTORY     - Date     Condition        Report By
 AJ7336  HISTORY     - 200105   MONUMENTED       FOST
 AJ7336  HISTORY     - 20020413 GOOD             MAPTEC
 AJ7336
 AJ7336                          STATION DESCRIPTION
 AJ7336
 AJ7336'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7336'THE MONUMENT IS LOCATED 0.9 MILES (1.45 KM) SOUTH OF BAIRS DEN, FL.
 AJ7336'AND 17.35 MILES (29.92 KM) NORTH OF
 AJ7336'PALMDALE, FL. IN SECTION 9, TOWNSHIP 38 SOUTH, RANGE 30 EAST.
 AJ7336' 
 AJ7336'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7336' 
 AJ7336'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND US
 AJ7336'HIGHWAY 27, IN BAIRS DEN, GO SOUTH ON
 AJ7336'US HIGHWAY 27 0.9 MILES (1.45 KM) AND MONUMENT IS ON THE EAST (LEFT)
 AJ7336'SIDE OF ROAD, WEST OF AN ORANGE
 AJ7336'GROVE. THE MONUMENT IS 18.8 MILES (30.26 KM) NORTH OF THE JUNCTION OF
 AJ7336'STATE ROAD 29 AND US HIGHWAY
 AJ7336'27.
 AJ7336' 
 AJ7336'THE MONUMENT 66.2 FEET (20.18 M) EAST OF THE CENTERLINE OF THE
 AJ7336'NORTHBOUND LANE OF US HIGHWAY 27,
 AJ7336'41.5 FEET (12.65 M) SOUTH OF A WOOD UTILITY POLE, 20.0 FEET (6.10 M)
 AJ7336'SOUTHWEST OF AN ORANGE TREE AND
 AJ7336'2.0 FEET (0.61 M) WEST OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS
 AJ7336'BURIED NEARBY AT AN
 AJ7336'UNSPECIFIED POSITION.
 AJ7336
 AJ7336                          STATION RECOVERY (2002)
 AJ7336
 AJ7336'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7336'RECOVERED AS DESCRIBED
 AJ7336'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7259 ***********************************************************************
 AJ7259  DESIGNATION -  B 519
 AJ7259  PID         -  AJ7259
 AJ7259  STATE/COUNTY-  FL/GLADES
 AJ7259  USGS QUAD   -  GOODNO (1973)
 AJ7259
 AJ7259                         *CURRENT SURVEY CONTROL
 AJ7259  ___________________________________________________________________
 AJ7259* NAD 83(1999)-  26 52 04.42276(N)    081 21 54.65285(W)     ADJUSTED  
 AJ7259* NAVD 88     -        10.716  (meters)      35.16   (feet)  ADJUSTED  
 AJ7259  ___________________________________________________________________
 AJ7259  X           -     854,801.008 (meters)                     COMP
 AJ7259  Y           -  -5,628,970.304 (meters)                     COMP
 AJ7259  Z           -   2,865,159.580 (meters)                     COMP
 AJ7259  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AJ7259  ELLIP HEIGHT-         -13.73  (meters)          (12/12/02) GPS OBS
 AJ7259  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AJ7259  DYNAMIC HT  -          10.699 (meters)      35.10  (feet)  COMP
 AJ7259  MODELED GRAV-     979,110.7   (mgal)                       NAVD 88
 AJ7259
 AJ7259  HORZ ORDER  -  FIRST
 AJ7259  VERT ORDER  -  FIRST     CLASS II
 AJ7259  ELLP ORDER  -  FOURTH    CLASS I
 AJ7259
 AJ7259.The horizontal coordinates were established by GPS observations
 AJ7259.and adjusted by the National Geodetic Survey in December 2002..
 AJ7259
 AJ7259.The orthometric height was determined by differential leveling
 AJ7259.and adjusted by the National Geodetic Survey in February 2002..
 AJ7259
 AJ7259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7259
 AJ7259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7259
 AJ7259.The ellipsoidal height was determined by GPS observations
 AJ7259.and is referenced to NAD 83.
 AJ7259
 AJ7259.The geoid height was determined by GEOID03.
 AJ7259
 AJ7259.The dynamic height is computed by dividing the NAVD 88
 AJ7259.geopotential number by the normal gravity value computed on the
 AJ7259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7259.degrees latitude (g = 980.6199 gals.).
 AJ7259
 AJ7259.The modeled gravity was interpolated from observed gravity values.
 AJ7259
 AJ7259;                    North         East     Units Scale Factor Converg.
 AJ7259;SPC FL E     -   280,819.635   163,713.695   MT  0.99995743   -0 09 54.1
 AJ7259;SPC FL E     -   921,322.42    537,117.35   sFT  0.99995743   -0 09 54.1
 AJ7259;UTM  17      - 2,971,855.802   463,726.076   MT  0.99961624   -0 09 54.1
 AJ7259
 AJ7259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7259!SPC FL E     -   1.00000216  x   0.99995743  =   0.99995959
 AJ7259!UTM  17      -   1.00000216  x   0.99961624  =   0.99961840
 AJ7259
 AJ7259                          SUPERSEDED SURVEY CONTROL
 AJ7259
 AJ7259  NAVD 88 (12/12/02)   10.72   (m)           35.2    (f) LEVELING    3  
 AJ7259
 AJ7259.Superseded values are not recommended for survey control.
 AJ7259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7259.See file dsdata.txt to determine how the superseded data were derived.
 AJ7259
 AJ7259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK6372671856(NAD 83)
 AJ7259_MARKER: DD = SURVEY DISK
 AJ7259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7259_STAMPING: B 519 2001 CERP
 AJ7259_MARK LOGO: USE   
 AJ7259_PROJECTION: RECESSED 8 CENTIMETERS
 AJ7259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7259+STABILITY: SURFACE MOTION
 AJ7259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7259+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2002
 AJ7259
 AJ7259  HISTORY     - Date     Condition        Report By
 AJ7259  HISTORY     - 200105   MONUMENTED       FOST
 AJ7259  HISTORY     - 20020309 GOOD             MAPTEC
 AJ7259
 AJ7259                          STATION DESCRIPTION
 AJ7259
 AJ7259'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7259'THE MONUMENT IS LOCATED 6.65 MILES (10.70 KM) SOUTH OF PALMDALE, FL
 AJ7259'AND 9.0 MILES (14.48 KM) NORTH OF
 AJ7259'LABELLE, FL. IN SECTION 31, TOWNSHIP 41 SOUTH, RANGE 30 EAST.
 AJ7259' 
 AJ7259'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7259' 
 AJ7259'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE ROAD 29 AND US
 AJ7259'HIGHWAY 27, SOUTH OF PALMDALE,  GO SOUTH 5.2 MILES
 AJ7259'(8.37 KM) ON STATE ROAD 29 AND THE MONUMENT IS ON THE WEST SIDE
 AJ7259'(RIGHT) OF THE ROAD. THE
 AJ7259'MONUMENT IS 9.0 MILES (14.48 KM) NORTH OF THE INTERSECTION OF US
 AJ7259'HIGHWAY 80 AND STATE ROAD 29 IN LA
 AJ7259'BELLE.
 AJ7259' 
 AJ7259'THE MONUMENT IS 73.5 FEET (22.40 M) WEST OF THE CENTERLINE OF STATE
 AJ7259'ROAD 29, 52.9 FEET (16.12 M)
 AJ7259'SOUTHWEST OF A GROUP OF TREES, 24.7 FEET (7.53 M) NORTHWEST OF A GROUP
 AJ7259'OF TREES  AND 4.5 FEET (1.37
 AJ7259'M) EAST OF A CARSONITE WITNESS POST AT BARBED WIRE FENCE. NOTE A
 AJ7259'MAGNET WAS BURIED NEARBY AT
 AJ7259'AN UNSPECIFIED POSITION.
 AJ7259
 AJ7259                          STATION RECOVERY (2002)
 AJ7259
 AJ7259'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7259'RECOVERED AS DESCRIBED
 AJ7259'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0101 ***********************************************************************
 AR0101  DESIGNATION -  B 52
 AR0101  PID         -  AR0101
 AR0101  STATE/COUNTY-  FL/SUWANNEE
 AR0101  USGS QUAD   -  HILDRETH (1988)
 AR0101
 AR0101                         *CURRENT SURVEY CONTROL
 AR0101  ___________________________________________________________________
 AR0101* NAD 83(1986)-  29 57 07.     (N)    082 52 23.     (W)     SCALED    
 AR0101* NAVD 88     -        16.605  (meters)      54.48   (feet)  ADJUSTED  
 AR0101  ___________________________________________________________________
 AR0101  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AR0101  DYNAMIC HT  -          16.583 (meters)      54.41  (feet)  COMP
 AR0101  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 AR0101
 AR0101  VERT ORDER  -  SECOND    CLASS 0
 AR0101
 AR0101.The horizontal coordinates were scaled from a topographic map and have
 AR0101.an estimated accuracy of +/- 6 seconds.
 AR0101
 AR0101.The orthometric height was determined by differential leveling
 AR0101.and adjusted by the National Geodetic Survey in June 1991..
 AR0101
 AR0101.The geoid height was determined by GEOID03.
 AR0101
 AR0101.The dynamic height is computed by dividing the NAVD 88
 AR0101.geopotential number by the normal gravity value computed on the
 AR0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0101.degrees latitude (g = 980.6199 gals.).
 AR0101
 AR0101.The modeled gravity was interpolated from observed gravity values.
 AR0101
 AR0101;                    North         East    Units  Estimated Accuracy
 AR0101;SPC FL N     -   106,640.      757,040.      MT  (+/- 180 meters Scaled)
 AR0101
 AR0101                          SUPERSEDED SURVEY CONTROL
 AR0101
 AR0101  NGVD 29 (??/??/92)   16.836  (m)           55.24   (f) ADJ UNCH    2 0
 AR0101
 AR0101.Superseded values are not recommended for survey control.
 AR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0101.See file dsdata.txt to determine how the superseded data were derived.
 AR0101
 AR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP192149(NAD 83)
 AR0101_MARKER: DB = BENCH MARK DISK
 AR0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0101_STAMPING: B 52 1934
 AR0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0101+STABILITY: SURFACE MOTION
 AR0101
 AR0101  HISTORY     - Date     Condition        Report By
 AR0101  HISTORY     - 1934     MONUMENTED       CGS
 AR0101  HISTORY     - 1954     GOOD             NGS
 AR0101  HISTORY     - 1967     MARK NOT FOUND   NGS
 AR0101
 AR0101                          STATION DESCRIPTION
 AR0101
 AR0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0101'3.6 MI E FROM BRANFORD.
 AR0101'ABOUT 3.6 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0101'FROM THE STATION AT BRANFORD, 0.2 MILE EAST OF A SMALL CEMETERY
 AR0101'ON SOUTH SIDE OF THE TRACK, 0.15 MILE WEST OF MILE POST S 207,
 AR0101'34 FEET NORTH OF THE NORTH RAIL, 97 FEET SOUTH OF THE CENTER
 AR0101'LINE OF U.S. HIGHWAY 27, 38 FEET EAST-NORTHEAST OF A TELEPHONE
 AR0101'POLE, 164 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER
 AR0101'POLE NO. 45N320R WITH BRANCH LINE TO SMALL FRAME HOUSE, 179
 AR0101'FEET NORTHWEST AND ACROSS THE TRACK FROM A 60-INCH OAK TREE,
 AR0101'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 AR0101'PROJECTING 8 INCHES.
 AR0101
 AR0101                          STATION RECOVERY (1967)
 AR0101
 AR0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AR0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8142 ***********************************************************************
 AD8142  DESIGNATION -  B 52
 AD8142  PID         -  AD8142
 AD8142  STATE/COUNTY-  FL/BROWARD
 AD8142  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8142
 AD8142                         *CURRENT SURVEY CONTROL
 AD8142  ___________________________________________________________________
 AD8142* NAD 83(1986)-  26 19 59.     (N)    080 43 57.     (W)     SCALED    
 AD8142* NAVD 88     -         3.867  (meters)      12.69   (feet)  ADJUSTED  
 AD8142  ___________________________________________________________________
 AD8142  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AD8142  DYNAMIC HT  -           3.861 (meters)      12.67  (feet)  COMP
 AD8142  MODELED GRAV-     979,064.9   (mgal)                       NAVD 88
 AD8142
 AD8142  VERT ORDER  -  FIRST     CLASS II
 AD8142
 AD8142.The horizontal coordinates were scaled from a topographic map and have
 AD8142.an estimated accuracy of +/- 6 seconds.
 AD8142
 AD8142.The orthometric height was determined by differential leveling
 AD8142.and adjusted by the National Geodetic Survey in September 1992..
 AD8142
 AD8142.The geoid height was determined by GEOID03.
 AD8142
 AD8142.The dynamic height is computed by dividing the NAVD 88
 AD8142.geopotential number by the normal gravity value computed on the
 AD8142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8142.degrees latitude (g = 980.6199 gals.).
 AD8142
 AD8142.The modeled gravity was interpolated from observed gravity values.
 AD8142
 AD8142;                    North         East    Units  Estimated Accuracy
 AD8142;SPC FL E     -   221,540.      226,700.      MT  (+/- 180 meters Scaled)
 AD8142
 AD8142                          SUPERSEDED SURVEY CONTROL
 AD8142
 AD8142  NGVD 29 (09/01/92)    4.307  (m)           14.13   (f) ADJUSTED    1 2
 AD8142
 AD8142.Superseded values are not recommended for survey control.
 AD8142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8142.See file dsdata.txt to determine how the superseded data were derived.
 AD8142
 AD8142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK266125(NAD 83)
 AD8142_MARKER: DD = SURVEY DISK
 AD8142_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8142_SP_SET: FOOTING
 AD8142_STAMPING: B 52 BM SFWM
 AD8142_MARK LOGO: SFLWMD
 AD8142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8142+STABILITY: POSITION/ELEVATION WELL
 AD8142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8142+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8142
 AD8142  HISTORY     - Date     Condition        Report By
 AD8142  HISTORY     - 1991     MONUMENTED       SFLWMD
 AD8142  HISTORY     - 19920316 GOOD             NGS
 AD8142
 AD8142                          STATION DESCRIPTION
 AD8142
 AD8142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8142'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8142'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 19.5 KM
 AD8142'(12.10 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8142'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 49, 37.9 M (124.3
 AD8142'FT) NORTH OF THE CENTER OF THE ROAD, 5.0 M (16.4 FT) WEST OF THE
 AD8142'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8142'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7283 ***********************************************************************
 AJ7283  DESIGNATION -  B 520
 AJ7283  PID         -  AJ7283
 AJ7283  STATE/COUNTY-  FL/HENDRY
 AJ7283  USGS QUAD   -  FELDA (1973)
 AJ7283
 AJ7283                         *CURRENT SURVEY CONTROL
 AJ7283  ___________________________________________________________________
 AJ7283* NAD 83(1999)-  26 31 21.38037(N)    081 26 07.21570(W)     ADJUSTED  
 AJ7283* NAVD 88     -        10.768  (meters)      35.33   (feet)  ADJUSTED  
 AJ7283  ___________________________________________________________________
 AJ7283  X           -     850,467.514 (meters)                     COMP
 AJ7283  Y           -  -5,647,008.146 (meters)                     COMP
 AJ7283  Z           -   2,830,980.023 (meters)                     COMP
 AJ7283  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AJ7283  ELLIP HEIGHT-         -13.66  (meters)          (12/12/02) GPS OBS
 AJ7283  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AJ7283  DYNAMIC HT  -          10.751 (meters)      35.27  (feet)  COMP
 AJ7283  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 AJ7283
 AJ7283  HORZ ORDER  -  FIRST
 AJ7283  VERT ORDER  -  FIRST     CLASS II
 AJ7283  ELLP ORDER  -  FOURTH    CLASS I
 AJ7283
 AJ7283.The horizontal coordinates were established by GPS observations
 AJ7283.and adjusted by the National Geodetic Survey in December 2002..
 AJ7283
 AJ7283.The orthometric height was determined by differential leveling
 AJ7283.and adjusted by the National Geodetic Survey in February 2002..
 AJ7283
 AJ7283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7283
 AJ7283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7283
 AJ7283.The ellipsoidal height was determined by GPS observations
 AJ7283.and is referenced to NAD 83.
 AJ7283
 AJ7283.The geoid height was determined by GEOID03.
 AJ7283
 AJ7283.The dynamic height is computed by dividing the NAVD 88
 AJ7283.geopotential number by the normal gravity value computed on the
 AJ7283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7283.degrees latitude (g = 980.6199 gals.).
 AJ7283
 AJ7283.The modeled gravity was interpolated from observed gravity values.
 AJ7283
 AJ7283;                    North         East     Units Scale Factor Converg.
 AJ7283;SPC FL E     -   242,585.582   156,611.939   MT  0.99996441   -0 11 39.9
 AJ7283;SPC FL E     -   795,882.86    513,817.67   sFT  0.99996441   -0 11 39.9
 AJ7283;UTM  17      - 2,933,634.794   456,626.743   MT  0.99962323   -0 11 39.9
 AJ7283
 AJ7283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7283!SPC FL E     -   1.00000215  x   0.99996441  =   0.99996656
 AJ7283!UTM  17      -   1.00000215  x   0.99962323  =   0.99962538
 AJ7283
 AJ7283                          SUPERSEDED SURVEY CONTROL
 AJ7283
 AJ7283  NAVD 88 (12/12/02)   10.77   (m)           35.3    (f) LEVELING    3  
 AJ7283
 AJ7283.Superseded values are not recommended for survey control.
 AJ7283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7283.See file dsdata.txt to determine how the superseded data were derived.
 AJ7283
 AJ7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK5662733635(NAD 83)
 AJ7283_MARKER: DD = SURVEY DISK
 AJ7283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7283_STAMPING: B 520 2001 CERP
 AJ7283_MARK LOGO: USE   
 AJ7283_PROJECTION: RECESSED 8 CENTIMETERS
 AJ7283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7283+STABILITY: SURFACE MOTION
 AJ7283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7283+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 AJ7283
 AJ7283  HISTORY     - Date     Condition        Report By
 AJ7283  HISTORY     - 200105   MONUMENTED       FOST
 AJ7283  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7283
 AJ7283                          STATION DESCRIPTION
 AJ7283
 AJ7283'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7283'THE MONUMENT IS LOCATED 7.6 MILES (12.23 KM) NORTH OF IMMOKALEE, FL.,
 AJ7283'16.4 MILES (26.39 KM) SOUTH OF
 AJ7283'LABELLE, FL. AND 1.4 MILES (2.25 KM) SOUTH OF FELDA, FL. IN SECTION
 AJ7283'32, TOWNSHIP 46 SOUTH, RANGE 29 EAST.
 AJ7283' 
 AJ7283'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7283' 
 AJ7283'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE ROAD 29 AND STATE
 AJ7283'ROAD 82, WHICH IS 5.6 MI (9.0 KM) NORTH OF THE JUNCTION OF STATE ROAD
 AJ7283'29 AND COUNTY ROAD 846 IN IMMOKALEE,  GO 2.5 MILES (4.02  KM)
 AJ7283'NORTH ON STATE ROAD 29 AND THE MONUMENT IS ON THE WEST SIDE (LEFT)
 AJ7283'OF THE ROAD. THE  MONUMENT IS LOCATED 16.4 MILES (26.39 KM) SOUTH
 AJ7283'OF THE INTERSECTION OF STATE ROAD 29 AND US
 AJ7283'HIGHWAY 80 IN LA BELLE AND 1.4 MILES (2.25 KM) SOUTH OF THE JUNCTION
 AJ7283'OF STATE ROAD 29 AND COUNTY
 AJ7283'ROAD 830 IN FELDA.
 AJ7283' 
 AJ7283'THE MONUMENT IS 48.0 FEET (14.63 M) WEST OF THE CENTERLINE OF STATE
 AJ7283'ROAD 29, 115.0 FEET (35.05 M)
 AJ7283'NORTHWEST OF A UTILITY POLE ON THE EAST SIDE OF ROAD AND 3.0 FEET
 AJ7283'(0.91 M) EAST OF A CARSONITE
 AJ7283'WITNESS POST AND FENCELINE. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ7283'UNSPECIFIED POSITION.
 AJ7283
 AJ7283                          STATION RECOVERY (2002)
 AJ7283
 AJ7283'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7283'RECOVERED AS DESCRIBED
 AJ7283'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7306 ***********************************************************************
 AJ7306  DESIGNATION -  B 521
 AJ7306  PID         -  AJ7306
 AJ7306  STATE/COUNTY-  FL/COLLIER
 AJ7306  USGS QUAD   -  MILES CITY (1983)
 AJ7306
 AJ7306                         *CURRENT SURVEY CONTROL
 AJ7306  ___________________________________________________________________
 AJ7306* NAD 83(1999)-  26 11 26.68330(N)    081 20 44.79388(W)     ADJUSTED  
 AJ7306* NAVD 88     -         4.820  (meters)      15.81   (feet)  ADJUSTED  
 AJ7306  ___________________________________________________________________
 AJ7306  X           -     861,748.978 (meters)                     COMP
 AJ7306  Y           -  -5,661,804.228 (meters)                     COMP
 AJ7306  Z           -   2,798,031.743 (meters)                     COMP
 AJ7306  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AJ7306  ELLIP HEIGHT-         -19.44  (meters)          (12/12/02) GPS OBS
 AJ7306  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AJ7306  DYNAMIC HT  -           4.812 (meters)      15.79  (feet)  COMP
 AJ7306  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AJ7306
 AJ7306  HORZ ORDER  -  FIRST
 AJ7306  VERT ORDER  -  FIRST     CLASS II
 AJ7306  ELLP ORDER  -  FOURTH    CLASS I
 AJ7306
 AJ7306.The horizontal coordinates were established by GPS observations
 AJ7306.and adjusted by the National Geodetic Survey in December 2002..
 AJ7306
 AJ7306.The orthometric height was determined by differential leveling
 AJ7306.and adjusted by the National Geodetic Survey in February 2002..
 AJ7306
 AJ7306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7306
 AJ7306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7306
 AJ7306.The ellipsoidal height was determined by GPS observations
 AJ7306.and is referenced to NAD 83.
 AJ7306
 AJ7306.The geoid height was determined by GEOID03.
 AJ7306
 AJ7306.The dynamic height is computed by dividing the NAVD 88
 AJ7306.geopotential number by the normal gravity value computed on the
 AJ7306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7306.degrees latitude (g = 980.6199 gals.).
 AJ7306
 AJ7306.The modeled gravity was interpolated from observed gravity values.
 AJ7306
 AJ7306;                    North         East     Units Scale Factor Converg.
 AJ7306;SPC FL E     -   205,792.206   165,439.691   MT  0.99995592   -0 09 09.4
 AJ7306;SPC FL E     -   675,169.93    542,780.05   sFT  0.99995592   -0 09 09.4
 AJ7306;UTM  17      - 2,896,853.972   465,451.483   MT  0.99961474   -0 09 09.4
 AJ7306
 AJ7306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7306!SPC FL E     -   1.00000305  x   0.99995592  =   0.99995897
 AJ7306!UTM  17      -   1.00000305  x   0.99961474  =   0.99961779
 AJ7306
 AJ7306                          SUPERSEDED SURVEY CONTROL
 AJ7306
 AJ7306  NAVD 88 (12/12/02)    4.82   (m)           15.8    (f) LEVELING    3  
 AJ7306
 AJ7306.Superseded values are not recommended for survey control.
 AJ7306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7306.See file dsdata.txt to determine how the superseded data were derived.
 AJ7306
 AJ7306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6545196854(NAD 83)
 AJ7306_MARKER: F = FLANGE-ENCASED ROD
 AJ7306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7306_STAMPING: B 521 2001 CERP
 AJ7306_MARK LOGO: NONE  
 AJ7306_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7306+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 AJ7306_ROD/PIPE-DEPTH: 24.4 meters
 AJ7306
 AJ7306  HISTORY     - Date     Condition        Report By
 AJ7306  HISTORY     - 200105   MONUMENTED       FOST
 AJ7306  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7306
 AJ7306                          STATION DESCRIPTION
 AJ7306
 AJ7306'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7306'THE MONUMENT IS LOCATED 5.4 MILES (8.69 KM) SOUTH OF SUNNILAND, FL.
 AJ7306'AND 23.6 MILES (37.98 KM) NORTH OF
 AJ7306'EVERGLADES CITY, FL. IN SECTION 20, TOWNSHIP 49 SOUTH, RANGE 30 EAST.
 AJ7306' 
 AJ7306'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7306' 
 AJ7306'TO REACH THE MONUMENT FROM THE STATE ROAD 29 AND I-75 INTERCHANGE, IN
 AJ7306'MILES CITY,  GO 2.5 MILES (4.02 KM) NORTH
 AJ7306'ON STATE ROAD 29 AND THE MONUMENT IS ON THE EAST SIDE (RIGHT) OF THE
 AJ7306'ROAD. THE MONUMENT IS 18.4
 AJ7306'MILES (29.61 KM) SOUTH OF THE INTERSECTION OF STATE ROAD 29 AND 9TH
 AJ7306'STREET IN IMMOKALEE, FL.
 AJ7306' 
 AJ7306'THE MONUMENT IS 43.8 FEET (13.35 M) EAST OF THE CENTERLINE OF STATE
 AJ7306'ROAD 29, 2.0 FEET (0.61 M) WEST OF
 AJ7306'THE EAST GUARDRAIL AND 3.6 FEET (1.10 M) WEST OF WITNESS POST. NOTE
 AJ7306'ACCESS TO THE DATUM POINT
 AJ7306'(THE TOP OF A STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH LOGO CAP.
 AJ7306'NOTE A MAGNET WAS PLACED
 AJ7306'INSIDE THE PVC PIPE.
 AJ7306
 AJ7306                          STATION RECOVERY (2002)
 AJ7306
 AJ7306'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7306'RECOVERED AS DESCRIBED
 AJ7306'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8238 ***********************************************************************
 AJ8238  DESIGNATION -  B 522
 AJ8238  PID         -  AJ8238
 AJ8238  STATE/COUNTY-  FL/MARTIN
 AJ8238  USGS QUAD   -  BARLEY BARBER SWAMP (1983)
 AJ8238
 AJ8238                         *CURRENT SURVEY CONTROL
 AJ8238  ___________________________________________________________________
 AJ8238* NAD 83(1999)-  27 00 50.53914(N)    080 32 32.28048(W)     ADJUSTED  
 AJ8238* NAVD 88     -         6.928  (meters)      22.73   (feet)  ADJUSTED  
 AJ8238  ___________________________________________________________________
 AJ8238  X           -     934,346.867 (meters)                     COMP
 AJ8238  Y           -  -5,608,871.558 (meters)                     COMP
 AJ8238  Z           -   2,879,592.601 (meters)                     COMP
 AJ8238  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AJ8238  ELLIP HEIGHT-         -19.55  (meters)          (12/12/02) GPS OBS
 AJ8238  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AJ8238  DYNAMIC HT  -           6.917 (meters)      22.69  (feet)  COMP
 AJ8238  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 AJ8238
 AJ8238  HORZ ORDER  -  FIRST
 AJ8238  VERT ORDER  -  FIRST     CLASS II
 AJ8238  ELLP ORDER  -  THIRD     CLASS I
 AJ8238
 AJ8238.The horizontal coordinates were established by GPS observations
 AJ8238.and adjusted by the National Geodetic Survey in December 2002..
 AJ8238
 AJ8238.The orthometric height was determined by differential leveling
 AJ8238.and adjusted by the National Geodetic Survey in April 2002..
 AJ8238
 AJ8238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8238
 AJ8238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8238
 AJ8238.The ellipsoidal height was determined by GPS observations
 AJ8238.and is referenced to NAD 83.
 AJ8238
 AJ8238.The geoid height was determined by GEOID03.
 AJ8238
 AJ8238.The dynamic height is computed by dividing the NAVD 88
 AJ8238.geopotential number by the normal gravity value computed on the
 AJ8238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8238.degrees latitude (g = 980.6199 gals.).
 AJ8238
 AJ8238.The modeled gravity was interpolated from observed gravity values.
 AJ8238
 AJ8238;                    North         East     Units Scale Factor Converg.
 AJ8238;SPC FL E     -   297,041.897   245,420.921   MT  0.99996664   +0 12 28.4
 AJ8238;SPC FL E     -   974,544.96    805,185.14   sFT  0.99996664   +0 12 28.4
 AJ8238;UTM  17      - 2,988,072.529   545,405.424   MT  0.99962545   +0 12 28.4
 AJ8238
 AJ8238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8238!SPC FL E     -   1.00000307  x   0.99996664  =   0.99996971
 AJ8238!UTM  17      -   1.00000307  x   0.99962545  =   0.99962852
 AJ8238
 AJ8238                          SUPERSEDED SURVEY CONTROL
 AJ8238
 AJ8238  NAVD 88 (12/12/02)    6.93   (m)           22.7    (f) LEVELING    3  
 AJ8238
 AJ8238.Superseded values are not recommended for survey control.
 AJ8238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8238.See file dsdata.txt to determine how the superseded data were derived.
 AJ8238
 AJ8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4540588073(NAD 83)
 AJ8238_MARKER: DD = SURVEY DISK
 AJ8238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8238_STAMPING: B 522 2001 CERP
 AJ8238_MARK LOGO: USE   
 AJ8238_PROJECTION: RECESSED 25 CENTIMETERS
 AJ8238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8238+STABILITY: SURFACE MOTION
 AJ8238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8238+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 AJ8238
 AJ8238  HISTORY     - Date     Condition        Report By
 AJ8238  HISTORY     - 20010901 MONUMENTED       FOST
 AJ8238  HISTORY     - 20020418 GOOD             MAPTEC
 AJ8238
 AJ8238                          STATION DESCRIPTION
 AJ8238
 AJ8238'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8238'THE MONUMENT IS LOCATED 5.0 MILES (8.05 KM) EAST OF PORT MAYACA, FL.
 AJ8238'AND 5.9 MILES (9.50 KM) WEST OF
 AJ8238'INDIANTOWN, FL., LOCATED IN SECTION 9, TOWNSHIP 40 SOUTH, RANGE 38
 AJ8238'EAST.
 AJ8238' 
 AJ8238'OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ8238' 
 AJ8238'TO REACH MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 441 AND 98 AND
 AJ8238'STATE ROAD 76 IN PORT
 AJ8238'MAYACA,  GO NORTH 0.55 MILES (0.89 KM) ALONG STATE ROAD 76 TO THE U.S.
 AJ8238'HIGHWAY 441 AND 98 BRIDGE OVER
 AJ8238'STATE ROAD 76 AND THE SAINT LUCIE CANAL, CONTINUE EAST 5.1 MILES (8.21
 AJ8238'KM) TO THE MONUMENT ON THE
 AJ8238'SOUTH (RIGHT) SIDE OF THE ROAD IN THE RIGHT OF WAY.
 AJ8238' 
 AJ8238'THE MONUMENT IS 47.5 FEET (14.48 M) SOUTH OF THE CENTERLINE OF THE
 AJ8238'ROAD, 35.4 FEET (10.79 M) WEST OF
 AJ8238'POWER POLE NUMBER 55, 3.9 FEET (1.19 M) NORTH OF A WIRE FENCE AND 3.5
 AJ8238'FEET (1.07 M) NORTH OF A
 AJ8238'CARSONITE WITNESS POST. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ8238'UNSPECIFIED POSITION.
 AJ8238'
 AJ8238
 AJ8238                          STATION RECOVERY (2002)
 AJ8238
 AJ8238'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ8238'THE MONUMENT IS LOCATED 5.0 MILES (8.05 KM) EAST OF PORT MAYACA, FL.
 AJ8238'AND 5.9 MILES (9.50 KM)
 AJ8238'WEST OF
 AJ8238'INDIANTOWN, FL., LOCATED IN SECTION 9, TOWNSHIP 40 SOUTH, RANGE 38
 AJ8238'EAST.
 AJ8238' 
 AJ8238'OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ8238' 
 AJ8238'TO REACH MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 441 AND 98 AND
 AJ8238'STATE ROAD 76 IN
 AJ8238'PORT
 AJ8238'MAYACA,  GO NORTH 0.55 MILES (0.89 KM) ALONG STATE ROAD 76 TO THE U.S.
 AJ8238'HIGHWAY 441 AND 98
 AJ8238'BRIDGE OVER
 AJ8238'STATE ROAD 76 AND THE SAINT LUCIE CANAL, CONTINUE EAST 5.1 MILES (8.21
 AJ8238'KM) TO THE MONUMENT
 AJ8238'ON THE
 AJ8238'SOUTH (RIGHT) SIDE OF THE ROAD IN THE RIGHT OF WAY.
 AJ8238' 
 AJ8238'THE MONUMENT IS 47.5 FEET (14.48 M) SOUTH OF THE CENTERLINE OF THE
 AJ8238'ROAD, 35.4 FEET (10.79 M)
 AJ8238'WEST OF
 AJ8238'POWER POLE NUMBER 55, 3.9 FEET (1.19 M) NORTH OF A WIRE FENCE AND 3.5
 AJ8238'FEET (1.07 M) NORTH OF
 AJ8238'A
 AJ8238'CARSONITE WITNESS POST. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ8238'UNSPECIFIED POSITION.
 AJ8238' 
 AJ8238'STATION RECOVERY (2002)
 AJ8238'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AJ8238'RECOVERED AS DESCRIBED.
 AJ8238' 
 AJ8238'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6165 ***********************************************************************
 AJ6165  DESIGNATION -  B 523
 AJ6165  PID         -  AJ6165
 AJ6165  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6165  USGS QUAD   -  OKEECHOBEE (1972)
 AJ6165
 AJ6165                         *CURRENT SURVEY CONTROL
 AJ6165  ___________________________________________________________________
 AJ6165* NAD 83(1999)-  27 11 18.16512(N)    080 50 20.03611(W)     ADJUSTED  
 AJ6165* NAVD 88     -        10.906  (meters)      35.78   (feet)  ADJUSTED  
 AJ6165  ___________________________________________________________________
 AJ6165  X           -     903,898.872 (meters)                     COMP
 AJ6165  Y           -  -5,604,948.358 (meters)                     COMP
 AJ6165  Z           -   2,896,791.112 (meters)                     COMP
 AJ6165  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AJ6165  ELLIP HEIGHT-         -15.65  (meters)          (12/12/02) GPS OBS
 AJ6165  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AJ6165  DYNAMIC HT  -          10.889 (meters)      35.73  (feet)  COMP
 AJ6165  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 AJ6165
 AJ6165  HORZ ORDER  -  FIRST
 AJ6165  VERT ORDER  -  FIRST     CLASS II
 AJ6165  ELLP ORDER  -  FOURTH    CLASS I
 AJ6165
 AJ6165.The horizontal coordinates were established by GPS observations
 AJ6165.and adjusted by the National Geodetic Survey in December 2002..
 AJ6165
 AJ6165.The orthometric height was determined by differential leveling
 AJ6165.and adjusted by the National Geodetic Survey in January 2002..
 AJ6165
 AJ6165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6165
 AJ6165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6165
 AJ6165.The ellipsoidal height was determined by GPS observations
 AJ6165.and is referenced to NAD 83.
 AJ6165
 AJ6165.The geoid height was determined by GEOID03.
 AJ6165
 AJ6165.The dynamic height is computed by dividing the NAVD 88
 AJ6165.geopotential number by the normal gravity value computed on the
 AJ6165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6165.degrees latitude (g = 980.6199 gals.).
 AJ6165
 AJ6165.The modeled gravity was interpolated from observed gravity values.
 AJ6165
 AJ6165;                    North         East     Units Scale Factor Converg.
 AJ6165;SPC FL E     -   316,286.436   215,962.413   MT  0.99994432   +0 04 25.0
 AJ6165;SPC FL E     - 1,037,683.08    708,536.68   sFT  0.99994432   +0 04 25.0
 AJ6165;UTM  17      - 3,007,310.501   515,956.966   MT  0.99960314   +0 04 25.0
 AJ6165
 AJ6165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6165!SPC FL E     -   1.00000246  x   0.99994432  =   0.99994678
 AJ6165!UTM  17      -   1.00000246  x   0.99960314  =   0.99960560
 AJ6165
 AJ6165                          SUPERSEDED SURVEY CONTROL
 AJ6165
 AJ6165  NAVD 88 (12/12/02)   10.91   (m)           35.8    (f) LEVELING    3  
 AJ6165
 AJ6165.Superseded values are not recommended for survey control.
 AJ6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6165.See file dsdata.txt to determine how the superseded data were derived.
 AJ6165
 AJ6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1595707311(NAD 83)
 AJ6165_MARKER: DD = SURVEY DISK
 AJ6165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6165_STAMPING: B 523 2001 CERP
 AJ6165_MARK LOGO: USE   
 AJ6165_PROJECTION: RECESSED 10 CENTIMETERS
 AJ6165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6165+STABILITY: SURFACE MOTION
 AJ6165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6165+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 AJ6165
 AJ6165  HISTORY     - Date     Condition        Report By
 AJ6165  HISTORY     - 20010509 MONUMENTED       EMCINC
 AJ6165  HISTORY     - 20021003 GOOD             MAPTEC
 AJ6165
 AJ6165                          STATION DESCRIPTION
 AJ6165
 AJ6165'DESCRIBED BY EMC INCORPORATED 2001 (MKC)
 AJ6165'THE STATION IS LOCATED APPROXIMATELY 1.6 KILOMETERS (1.0 MILE)
 AJ6165'SOUTHWEST OF OKEECHOBEE, FLORIDA ON THE HERBERT HOOVER LEVEE
 AJ6165'APPROXIMATELY 90 METERS (295 FEET) WEST OF BOAT RAMP AT JAYCEE PARK
 AJ6165'(LAKE OKEECHOBEE).  LOCATED ON THE OKEECHOBEE QUAD TOWNSHIP 38 SOUTH,
 AJ6165'RANGE 35 EAST.
 AJ6165' 
 AJ6165'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6165' 
 AJ6165'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441
 AJ6165'AND STATE ROAD 78 IN OKEECHOBEE, FLORIDA GO WEST ON STATE ROAD
 AJ6165'78 FOR 0.08 KILOMETERS (0.05 MILES) TO A ROAD LEADING SOUTH TO JAYCEE
 AJ6165'PARK, THENCE SOUTH 0.16 KILOMETERS (0.1 MILES) TO THE TOP OF
 AJ6165'HERBERT HOOVER LEVEE AND A GATE ON RIGHT. CONTINUE SOUTHWEST
 AJ6165'ON LEVEE 0.56 KILOMETERS (0.35 MILES) TO A PICNIC PAVILION, CONTINUE
 AJ6165'SOUTHWEST ON LEVEE 0.64 KILOMETERS (0.4 MILES) TO MARK ON THE LEFT.
 AJ6165' 
 AJ6165'THE STATION IS LOCATED 33.86 METERS (111.1 FEET) WEST NORTHWEST OF
 AJ6165'THE SOUTHWEST CORNER OF A STEEL GUARD RAIL ON THE SOUTH TOE OF
 AJ6165'THE LEVEE, 2.7 METERS (9.0 FEET) SOUTHEAST OF THE CENTER OF THE
 AJ6165'LEVEE, 0.76 METERS (2.0 FEET) WEST OF CARSONITE WITNESS POST AND
 AJ6165'0.25 METERS (0.8 FEET) SOUTH OF A MAGNET BURIED 0.1 METERS (0.3 FEET)
 AJ6165'BELOW GROUND.
 AJ6165' 
 AJ6165' 
 AJ6165'
 AJ6165
 AJ6165                          STATION RECOVERY (2002)
 AJ6165
 AJ6165'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (MKC)
 AJ6165'THE STATION IS LOCATED APPROXIMATELY 1.6 KILOMETERS (1.0 MILE)
 AJ6165'SOUTHWEST OF OKEECHOBEE, FLORIDA ON THE HERBERT HOOVER LEVEE
 AJ6165'APPROXIMATELY 90 METERS (295 FEET) WEST OF BOAT RAMP AT JAYCEE PARK
 AJ6165'(LAKE OKEECHOBEE).  LOCATED ON THE OKEECHOBEE QUAD TOWNSHIP 38 SOUTH,
 AJ6165'RANGE 35 EAST.
 AJ6165' 
 AJ6165'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6165' 
 AJ6165'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441
 AJ6165'AND STATE ROAD 78 IN OKEECHOBEE, FLORIDA GO WEST ON STATE ROAD
 AJ6165'78 FOR 0.08 KILOMETERS (0.05 MILES) TO A ROAD LEADING SOUTH TO JAYCEE
 AJ6165'PARK, THENCE SOUTH 0.16 KILOMETERS (0.1 MILES) TO THE TOP OF
 AJ6165'HERBERT HOOVER LEVEE AND A GATE ON RIGHT. CONTINUE SOUTHWEST
 AJ6165'ON LEVEE 0.56 KILOMETERS (0.35 MILES) TO A PICNIC PAVILION, CONTINUE
 AJ6165'SOUTHWEST ON LEVEE 0.64 KILOMETERS (0.4 MILES) TO MARK ON THE LEFT.
 AJ6165' 
 AJ6165'THE STATION IS LOCATED 33.86 METERS (111.1 FEET) WEST NORTHWEST OF
 AJ6165'THE SOUTHWEST CORNER OF A STEEL GUARD RAIL ON THE SOUTH TOE OF
 AJ6165'THE LEVEE, 2.7 METERS (9.0 FEET) SOUTHEAST OF THE CENTER OF THE
 AJ6165'LEVEE, 0.76 METERS (2.0 FEET) WEST OF CARSONITE WITNESS POST AND
 AJ6165'0.25 METERS (0.8 FEET) SOUTH OF A MAGNET BURIED 0.1 METERS (0.3 FEET)
 AJ6165'BELOW GROUND.
 AJ6165' 
 AJ6165' 
 AJ6165'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6190 ***********************************************************************
 AJ6190  DESIGNATION -  B 524
 AJ6190  PID         -  AJ6190
 AJ6190  STATE/COUNTY-  FL/GLADES
 AJ6190  USGS QUAD   -  FISHEATING BAY (1971)
 AJ6190
 AJ6190                         *CURRENT SURVEY CONTROL
 AJ6190  ___________________________________________________________________
 AJ6190* NAD 83(1999)-  26 52 53.55412(N)    081 07 13.06928(W)     ADJUSTED  
 AJ6190* NAVD 88     -        10.478  (meters)      34.38   (feet)  ADJUSTED  
 AJ6190  ___________________________________________________________________
 AJ6190  X           -     878,745.978 (meters)                     COMP
 AJ6190  Y           -  -5,624,589.664 (meters)                     COMP
 AJ6190  Z           -   2,866,508.220 (meters)                     COMP
 AJ6190  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AJ6190  ELLIP HEIGHT-         -14.20  (meters)          (12/12/02) GPS OBS
 AJ6190  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AJ6190  DYNAMIC HT  -          10.462 (meters)      34.32  (feet)  COMP
 AJ6190  MODELED GRAV-     979,122.6   (mgal)                       NAVD 88
 AJ6190
 AJ6190  HORZ ORDER  -  FIRST
 AJ6190  VERT ORDER  -  FIRST     CLASS II
 AJ6190  ELLP ORDER  -  FOURTH    CLASS I
 AJ6190
 AJ6190.The horizontal coordinates were established by GPS observations
 AJ6190.and adjusted by the National Geodetic Survey in December 2002..
 AJ6190
 AJ6190.The orthometric height was determined by differential leveling
 AJ6190.and adjusted by the National Geodetic Survey in January 2002..
 AJ6190
 AJ6190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6190
 AJ6190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6190
 AJ6190.The ellipsoidal height was determined by GPS observations
 AJ6190.and is referenced to NAD 83.
 AJ6190
 AJ6190.The geoid height was determined by GEOID03.
 AJ6190
 AJ6190.The dynamic height is computed by dividing the NAVD 88
 AJ6190.geopotential number by the normal gravity value computed on the
 AJ6190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6190.degrees latitude (g = 980.6199 gals.).
 AJ6190
 AJ6190.The modeled gravity was interpolated from observed gravity values.
 AJ6190
 AJ6190;                    North         East     Units Scale Factor Converg.
 AJ6190;SPC FL E     -   282,285.133   188,048.145   MT  0.99994294   -0 03 15.8
 AJ6190;SPC FL E     -   926,130.47    616,954.62   sFT  0.99994294   -0 03 15.8
 AJ6190;UTM  17      - 2,973,320.801   488,052.223   MT  0.99960176   -0 03 15.8
 AJ6190
 AJ6190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6190!SPC FL E     -   1.00000223  x   0.99994294  =   0.99994517
 AJ6190!UTM  17      -   1.00000223  x   0.99960176  =   0.99960399
 AJ6190
 AJ6190                          SUPERSEDED SURVEY CONTROL
 AJ6190
 AJ6190  NAVD 88 (12/12/02)   10.48   (m)           34.4    (f) LEVELING    3  
 AJ6190
 AJ6190.Superseded values are not recommended for survey control.
 AJ6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6190.See file dsdata.txt to determine how the superseded data were derived.
 AJ6190
 AJ6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK8805273321(NAD 83)
 AJ6190_MARKER: F = FLANGE-ENCASED ROD
 AJ6190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6190_STAMPING: B 524 2001 CERP
 AJ6190_MARK LOGO: USE   
 AJ6190_PROJECTION: RECESSED 10 CENTIMETERS
 AJ6190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6190+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 AJ6190_ROD/PIPE-DEPTH: 18.2 meters
 AJ6190
 AJ6190  HISTORY     - Date     Condition        Report By
 AJ6190  HISTORY     - 20010514 MONUMENTED       EMCINC
 AJ6190  HISTORY     - 20021003 GOOD             MAPTEC
 AJ6190
 AJ6190                          STATION DESCRIPTION
 AJ6190
 AJ6190'DESCRIBED BY EMC INCORPORATED 2001 (CHP)
 AJ6190'THE STATION IS LOCATED APPROXIMATELY 10.5 KILOMETERS (6.5 MILES)
 AJ6190'SOUTH OF LAKEPORT, FLORIDA ON HERBERT HOOVER LEVEE
 AJ6190'APPROXIMATELY 5.6 KILOMETERS (3.5 MILES) NORTHWEST OF MOORE
 AJ6190'HAVEN, FLORIDA.  LOCATED ON THE FISHEATING BAY QUAD SECTION 25,
 AJ6190'TOWNSHIP 41 SOUTH, RANGE 32 EAST.
 AJ6190' 
 AJ6190'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6190' 
 AJ6190'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 74 AND
 AJ6190'STATE ROAD 78 IN LAKEPORT, FLORIDA GO SOUTH ON STATE ROAD 78 FOR 5.64
 AJ6190'KILOMETERS (3.5 MILES) TO THE TOP OF HERBERT HOOVER LEVEE, THENCE
 AJ6190'CONTINUE SOUTH ON THE LEVEE 0.16 KILOMETERS (0.1 MILES) TO A GATE ON
 AJ6190'THE LEVEE, THENCE CONTINUE SOUTH ON THE LEVEE 4.67 KILOMETERS (2.9
 AJ6190'MILES) TO THE MARK ON LEFT, ON THE LAKE SIDE OF THE LEVEE.
 AJ6190' 
 AJ6190'THE STATION IS 2.1 METERS (6.9 FEET) NORTHEAST OF THE CENTER OF THE
 AJ6190'LEVEE, 1.0 METER (3.3 FEET) SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ6190'THE MARK IS A STAINLESS STEEL ROD INSIDE A 5-INCH LOGO COVER
 AJ6190'RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND. A MAGNET WAS PLACED
 AJ6190'INSIDE THE LOGO COVER.
 AJ6190' 
 AJ6190'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ6190' 
 AJ6190' 
 AJ6190'
 AJ6190
 AJ6190                          STATION RECOVERY (2002)
 AJ6190
 AJ6190'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CHP)
 AJ6190'THE STATION IS LOCATED APPROXIMATELY 10.5 KILOMETERS (6.5 MILES)
 AJ6190'SOUTH OF LAKEPORT, FLORIDA ON HERBERT HOOVER LEVEE
 AJ6190'APPROXIMATELY 5.6 KILOMETERS (3.5 MILES) NORTHWEST OF MOORE
 AJ6190'HAVEN, FLORIDA.  LOCATED ON THE FISHEATING BAY QUAD SECTION 25,
 AJ6190'TOWNSHIP 41 SOUTH, RANGE 32 EAST.
 AJ6190' 
 AJ6190'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6190' 
 AJ6190'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 74 AND
 AJ6190'STATE ROAD 78 IN LAKEPORT, FLORIDA GO SOUTH ON STATE ROAD 78 FOR 5.64
 AJ6190'KILOMETERS (3.5 MILES) TO THE TOP OF HERBERT HOOVER LEVEE, THENCE
 AJ6190'CONTINUE SOUTH ON THE LEVEE 0.16 KILOMETERS (0.1 MILES) TO A GATE ON
 AJ6190'THE LEVEE, THENCE CONTINUE SOUTH ON THE LEVEE 4.67 KILOMETERS (2.9
 AJ6190'MILES) TO THE MARK ON LEFT, ON THE LAKE SIDE OF THE LEVEE.
 AJ6190' 
 AJ6190'THE STATION IS 2.1 METERS (6.9 FEET) NORTHEAST OF THE CENTER OF THE
 AJ6190'LEVEE, 1.0 METER (3.3 FEET) SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ6190'THE MARK IS A STAINLESS STEEL ROD INSIDE A 5-INCH LOGO COVER
 AJ6190'RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND. A MAGNET WAS PLACED
 AJ6190'INSIDE THE LOGO COVER.
 AJ6190' 
 AJ6190'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ6190' 
 AJ6190' 
 AJ6190'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6220 ***********************************************************************
 AJ6220  DESIGNATION -  B 525
 AJ6220  PID         -  AJ6220
 AJ6220  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6220  USGS QUAD   -  MARCY (1970)
 AJ6220
 AJ6220                         *CURRENT SURVEY CONTROL
 AJ6220  ___________________________________________________________________
 AJ6220* NAD 83(1999)-  27 09 12.17227(N)    080 42 22.87908(W)     ADJUSTED  
 AJ6220* NAVD 88     -        11.676  (meters)      38.31   (feet)  ADJUSTED  
 AJ6220  ___________________________________________________________________
 AJ6220  X           -     917,148.569 (meters)                     COMP
 AJ6220  Y           -  -5,604,590.519 (meters)                     COMP
 AJ6220  Z           -   2,893,341.349 (meters)                     COMP
 AJ6220  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AJ6220  ELLIP HEIGHT-         -15.03  (meters)          (12/12/02) GPS OBS
 AJ6220  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AJ6220  DYNAMIC HT  -          11.658 (meters)      38.25  (feet)  COMP
 AJ6220  MODELED GRAV-     979,089.7   (mgal)                       NAVD 88
 AJ6220
 AJ6220  HORZ ORDER  -  FIRST
 AJ6220  VERT ORDER  -  FIRST     CLASS II
 AJ6220  ELLP ORDER  -  FOURTH    CLASS I
 AJ6220
 AJ6220.The horizontal coordinates were established by GPS observations
 AJ6220.and adjusted by the National Geodetic Survey in December 2002..
 AJ6220
 AJ6220.The orthometric height was determined by differential leveling
 AJ6220.and adjusted by the National Geodetic Survey in January 2002..
 AJ6220
 AJ6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6220
 AJ6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6220
 AJ6220.The ellipsoidal height was determined by GPS observations
 AJ6220.and is referenced to NAD 83.
 AJ6220
 AJ6220.The geoid height was determined by GEOID03.
 AJ6220
 AJ6220.The dynamic height is computed by dividing the NAVD 88
 AJ6220.geopotential number by the normal gravity value computed on the
 AJ6220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6220.degrees latitude (g = 980.6199 gals.).
 AJ6220
 AJ6220.The modeled gravity was interpolated from observed gravity values.
 AJ6220
 AJ6220;                    North         East     Units Scale Factor Converg.
 AJ6220;SPC FL E     -   312,432.450   229,104.388   MT  0.99995163   +0 08 02.4
 AJ6220;SPC FL E     - 1,025,038.80    751,653.31   sFT  0.99995163   +0 08 02.4
 AJ6220;UTM  17      - 3,003,457.830   529,094.457   MT  0.99961045   +0 08 02.4
 AJ6220
 AJ6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6220!SPC FL E     -   1.00000236  x   0.99995163  =   0.99995399
 AJ6220!UTM  17      -   1.00000236  x   0.99961045  =   0.99961281
 AJ6220
 AJ6220:                Primary Azimuth Mark                     Grid Az
 AJ6220:SPC FL E     -  M 544                                    090 33 17.6
 AJ6220:UTM  17      -  M 544                                    090 33 17.6
 AJ6220
 AJ6220|---------------------------------------------------------------------|
 AJ6220| PID    Reference Object                     Distance      Geod. Az  |
 AJ6220|                                                           dddmmss.s |
 AJ6220| AJ8521 M 544                               425.614 METERS 0904120.0 |
 AJ6220|---------------------------------------------------------------------|
 AJ6220
 AJ6220                          SUPERSEDED SURVEY CONTROL
 AJ6220
 AJ6220  NAVD 88 (12/12/02)   11.68   (m)           38.3    (f) LEVELING    3  
 AJ6220
 AJ6220.Superseded values are not recommended for survey control.
 AJ6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6220.See file dsdata.txt to determine how the superseded data were derived.
 AJ6220
 AJ6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2909403458(NAD 83)
 AJ6220_MARKER: DD = SURVEY DISK
 AJ6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6220_STAMPING: B 525 2001 CERP
 AJ6220_MARK LOGO: USE   
 AJ6220_PROJECTION: RECESSED 10 CENTIMETERS
 AJ6220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6220+STABILITY: SURFACE MOTION
 AJ6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6220+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 AJ6220
 AJ6220  HISTORY     - Date     Condition        Report By
 AJ6220  HISTORY     - 20010516 MONUMENTED       EMCINC
 AJ6220  HISTORY     - 20021003 GOOD             MAPTEC
 AJ6220
 AJ6220                          STATION DESCRIPTION
 AJ6220
 AJ6220'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ6220'THE STATION IS LOCATED APPROXIMATELY 15.1 KILOMETERS (9.4 MILES)
 AJ6220'SOUTHEAST OF OKEECHOBEE, FLORIDA ON THE HERBERT HOOVER LEVEE,
 AJ6220'APPROXIMATELY 1.45 KILOMETERS (0.9 MILES) SOUTHEAST OF STRUCTURE
 AJ6220'G36 LOCATED ON HERBERT HOOVER LEVEE.  LOCATED ON THE MARCY QUAD
 AJ6220'SECTION 23, TOWNSHIP 38 SOUTH, RANGE 36 EAST.
 AJ6220' 
 AJ6220'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6220' 
 AJ6220'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 78 AND
 AJ6220'U.S. HIGHWAY 441/98 IN OKEECHOBEE, FLORIDA GO SOUTHEAST ON U.S.
 AJ6220'441/98 13.38 KILOMETERS (8.3 MILES) TO AN ASPHALT ACCESS ROAD ON
 AJ6220'RIGHT LEADING TO STRUCTURE G36, THENCE SOUTHWEST ON ACCESS
 AJ6220'ROAD 0.16 KILOMETERS (0.1 MILES) TO A GATE AT A BRIDGE, THENCE
 AJ6220'CONTINUE SOUTHWEST 0.16 KILOMETERS (0.1 MILES) TO THE TOP OF
 AJ6220'HERBERT HOOVER LEVEE, THENCE SOUTHEAST ON THE LEVEE 1.37
 AJ6220'KILOMETERS (0.85 MILES) TO THE MARK ON RIGHT, NEAR A PAVILION ON THE
 AJ6220'LEVEE.
 AJ6220' 
 AJ6220'THE STATION IS 9.2 METERS (30.2 FEET) SOUTHEAST OF THE SOUTHEAST
 AJ6220'ROOF SUPPORT POST OF A COVERED BENCH (PAVILION), 2.7 METERS (8.9
 AJ6220'FEET) SOUTHWEST OF THE CENTER OF THE LEVEE, 1.1 METERS (3.3 FEET)
 AJ6220'NORTH OF A CARSONITE WITNESS POST AND 0.25 METERS (0.8 FEET) SOUTH
 AJ6220'OF A MAGNET BURIED 0.1 METERS (0.3 FEET) BELOW GROUND.
 AJ6220' 
 AJ6220'
 AJ6220
 AJ6220                          STATION RECOVERY (2002)
 AJ6220
 AJ6220'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (WJB)
 AJ6220'THE STATION IS LOCATED APPROXIMATELY 15.1 KILOMETERS (9.4 MILES)
 AJ6220'SOUTHEAST OF OKEECHOBEE, FLORIDA ON THE HERBERT HOOVER LEVEE,
 AJ6220'APPROXIMATELY 1.45 KILOMETERS (0.9 MILES) SOUTHEAST OF STRUCTURE
 AJ6220'G36 LOCATED ON HERBERT HOOVER LEVEE.  LOCATED ON THE MARCY QUAD
 AJ6220'SECTION 23, TOWNSHIP 38 SOUTH, RANGE 36 EAST.
 AJ6220' 
 AJ6220'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AJ6220' 
 AJ6220'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 78 AND
 AJ6220'U.S. HIGHWAY 441/98 IN OKEECHOBEE, FLORIDA GO SOUTHEAST ON U.S.
 AJ6220'441/98 13.38 KILOMETERS (8.3 MILES) TO AN ASPHALT ACCESS ROAD ON
 AJ6220'RIGHT LEADING TO STRUCTURE G36, THENCE SOUTHWEST ON ACCESS
 AJ6220'ROAD 0.16 KILOMETERS (0.1 MILES) TO A GATE AT A BRIDGE, THENCE
 AJ6220'CONTINUE SOUTHWEST 0.16 KILOMETERS (0.1 MILES) TO THE TOP OF
 AJ6220'HERBERT HOOVER LEVEE, THENCE SOUTHEAST ON THE LEVEE 1.37
 AJ6220'KILOMETERS (0.85 MILES) TO THE MARK ON RIGHT, NEAR A PAVILION ON THE
 AJ6220'LEVEE.
 AJ6220' 
 AJ6220'THE STATION IS 9.2 METERS (30.2 FEET) SOUTHEAST OF THE SOUTHEAST
 AJ6220'ROOF SUPPORT POST OF A COVERED BENCH (PAVILION), 2.7 METERS (8.9
 AJ6220'FEET) SOUTHWEST OF THE CENTER OF THE LEVEE, 1.1 METERS (3.3 FEET)
 AJ6220'NORTH OF A CARSONITE WITNESS POST AND 0.25 METERS (0.8 FEET) SOUTH
 AJ6220'OF A MAGNET BURIED 0.1 METERS (0.3 FEET) BELOW GROUND.
 AJ6220' 
 AJ6220'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6578 ***********************************************************************
 AJ6578  DESIGNATION -  B 526
 AJ6578  PID         -  AJ6578
 AJ6578  STATE/COUNTY-  FL/COLLIER
 AJ6578  USGS QUAD   -  WHIDDEN LAKE (1974)
 AJ6578
 AJ6578                         *CURRENT SURVEY CONTROL
 AJ6578  ___________________________________________________________________
 AJ6578* NAD 83(1999)-  26 10 10.15936(N)    081 02 18.65364(W)     ADJUSTED  
 AJ6578* NAVD 88     -         4.093  (meters)      13.43   (feet)  ADJUSTED  
 AJ6578  ___________________________________________________________________
 AJ6578  X           -     892,260.783 (meters)                     COMP
 AJ6578  Y           -  -5,658,126.764 (meters)                     COMP
 AJ6578  Z           -   2,795,917.762 (meters)                     COMP
 AJ6578  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AJ6578  ELLIP HEIGHT-         -20.68  (meters)          (12/12/02) GPS OBS
 AJ6578  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AJ6578  DYNAMIC HT  -           4.087 (meters)      13.41  (feet)  COMP
 AJ6578  MODELED GRAV-     979,020.1   (mgal)                       NAVD 88
 AJ6578
 AJ6578  HORZ ORDER  -  FIRST
 AJ6578  VERT ORDER  -  FIRST     CLASS II
 AJ6578  ELLP ORDER  -  FOURTH    CLASS I
 AJ6578
 AJ6578.The horizontal coordinates were established by GPS observations
 AJ6578.and adjusted by the National Geodetic Survey in December 2002..
 AJ6578
 AJ6578.The orthometric height was determined by differential leveling
 AJ6578.and adjusted by the National Geodetic Survey in January 2002..
 AJ6578
 AJ6578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6578
 AJ6578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6578
 AJ6578.The ellipsoidal height was determined by GPS observations
 AJ6578.and is referenced to NAD 83.
 AJ6578
 AJ6578.The geoid height was determined by GEOID03.
 AJ6578
 AJ6578.The dynamic height is computed by dividing the NAVD 88
 AJ6578.geopotential number by the normal gravity value computed on the
 AJ6578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6578.degrees latitude (g = 980.6199 gals.).
 AJ6578
 AJ6578.The modeled gravity was interpolated from observed gravity values.
 AJ6578
 AJ6578;                    North         East     Units Scale Factor Converg.
 AJ6578;SPC FL E     -   203,391.848   196,149.753   MT  0.99994136   -0 01 01.2
 AJ6578;SPC FL E     -   667,294.75    643,534.65   sFT  0.99994136   -0 01 01.2
 AJ6578;UTM  17      - 2,894,454.433   496,151.066   MT  0.99960018   -0 01 01.2
 AJ6578
 AJ6578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6578!SPC FL E     -   1.00000325  x   0.99994136  =   0.99994461
 AJ6578!UTM  17      -   1.00000325  x   0.99960018  =   0.99960343
 AJ6578
 AJ6578:                Primary Azimuth Mark                     Grid Az
 AJ6578:SPC FL E     -  I75 R 35                                 263 55 00.7
 AJ6578:UTM  17      -  I75 R 35                                 263 55 00.7
 AJ6578
 AJ6578|---------------------------------------------------------------------|
 AJ6578| PID    Reference Object                     Distance      Geod. Az  |
 AJ6578|                                                           dddmmss.s |
 AJ6578| AH2054 I75 R 35                            APPROX. 0.5 KM 2635359.5 |
 AJ6578|---------------------------------------------------------------------|
 AJ6578
 AJ6578                          SUPERSEDED SURVEY CONTROL
 AJ6578
 AJ6578  NAVD 88 (12/12/02)    4.09   (m)           13.4    (f) LEVELING    3  
 AJ6578
 AJ6578.Superseded values are not recommended for survey control.
 AJ6578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6578.See file dsdata.txt to determine how the superseded data were derived.
 AJ6578
 AJ6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9615194454(NAD 83)
 AJ6578_MARKER: DD = SURVEY DISK
 AJ6578_SETTING: 66 = SET IN ROCK OUTCROP
 AJ6578_STAMPING: B 526 2001 CERP
 AJ6578_MARK LOGO: USE   
 AJ6578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6578+STABILITY: POSITION/ELEVATION WELL
 AJ6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6578+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 AJ6578
 AJ6578  HISTORY     - Date     Condition        Report By
 AJ6578  HISTORY     - 20010515 MONUMENTED       LDBLS
 AJ6578  HISTORY     - 20010515 GOOD             MAPTEC
 AJ6578
 AJ6578                          STATION DESCRIPTION
 AJ6578
 AJ6578'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ6578'THE MARK IS ABOUT 60.0 KM (37.3 MI) WEST OF ANDYTOWN, ABOUT 64.9 KM
 AJ6578'(40.3 MI)
 AJ6578'EAST OF I-75 (EXIT 15) OVERPASS OVER COUNTY ROAD 951 NEAR NAPLES IN
 AJ6578'ESTIMATED
 AJ6578'SECTION 33, TOWNSHIP 49 SOUTH, RANGE 33 EAST, COLLIER COUNTY FLORIDA.
 AJ6578'OWNERSHIP-FLORIDA DEPARTMENT OF TRANSPORTATION
 AJ6578' 
 AJ6578'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND SNAKE ROAD (I-75
 AJ6578'EXIT 14,
 AJ6578'41.8 KM (26.0 MI) WEST OF ANDYTOWN ) GO WEST ON I-75 18.2 KM (11.3 MI)
 AJ6578'TO THE
 AJ6578'MARK ON THE RIGHT, ALSO MARK IS 4.3 KM (2.7 MI) EAST OF A
 AJ6578'COMMUNICATIONS TOWER
 AJ6578'22.5 KM (14.0 MI) WEST OF THE INTERSECTION OF I-75 AND SNAKE ROAD AT
 AJ6578'APPROXIMATE MILE POST 63.5, ACROSS I-75 FROM THE EASTBOUND REST AREA).
 AJ6578'THE MARK IS SET FLUSH IN THE TOP OF A ROCK OUTCROP, PROJECTING 0.05 M
 AJ6578'(0.16
 AJ6578'FT) ABOVE THE LEVEL OF THE GROUND, ABOUT 1.8 M (6 FT) BELOW THE LEVEL
 AJ6578'OF THE I-
 AJ6578' 75 TRAFFIC LANES, 0.5 KM (0.3 MI) EAST OF THE EAST END OF CONCRETE
 AJ6578'BRIDGE
 AJ6578'NUMBER STRZ 030023 (WESTBOUND LANE BRIDGE), 13.90 M (45.6 FT) NORTH OF
 AJ6578'THE
 AJ6578'CENTERLINE OF THE WESTBOUND LANES OF I-75, 2.16 M (7.1 FT) SOUTH OF
 AJ6578'THE CHAIN
 AJ6578'LINK FENCE, 34.59 M (113.5 FT) WEST OF A WOOD POWER POLE, 2.90 M (9.5
 AJ6578'FT) EAST
 AJ6578'OF A CONCRETE PIPE CULVERT (CROSS- DRAIN) AND 2.01 M (6.6 FT) SOUTH OF
 AJ6578'A
 AJ6578'CARSONITE WITNESS POST.
 AJ6578' 
 AJ6578'NOTE - A MAGNET IS PLACED 0.05 M (0.16 FT) BELOW GROUND LEVEL AT
 AJ6578'NORTHWEST
 AJ6578'EDGE OF ROCK.
 AJ6578' 
 AJ6578' 
 AJ6578' 
 AJ6578' 
 AJ6578'
 AJ6578
 AJ6578                          STATION RECOVERY (2001)
 AJ6578
 AJ6578'RECOVERY NOTE BY MAPTECH INCORPORATED 2001 (CP)
 AJ6578'RECOVERED AS DESCRIBED.
 AJ6578'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6603 ***********************************************************************
 AJ6603  DESIGNATION -  B 527
 AJ6603  PID         -  AJ6603
 AJ6603  STATE/COUNTY-  FL/COLLIER
 AJ6603  USGS QUAD   -  BELLE MEADE (1991)
 AJ6603
 AJ6603                         *CURRENT SURVEY CONTROL
 AJ6603  ___________________________________________________________________
 AJ6603* NAD 83(1999)-  26 04 17.60905(N)    081 41 34.17051(W)     ADJUSTED  
 AJ6603* NAVD 88     -         2.107  (meters)       6.91   (feet)  ADJUSTED  
 AJ6603  ___________________________________________________________________
 AJ6603  X           -     828,278.993 (meters)                     COMP
 AJ6603  Y           -  -5,672,673.058 (meters)                     COMP
 AJ6603  Z           -   2,786,175.854 (meters)                     COMP
 AJ6603  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AJ6603  ELLIP HEIGHT-         -21.37  (meters)          (12/12/02) GPS OBS
 AJ6603  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AJ6603  DYNAMIC HT  -           2.104 (meters)       6.90  (feet)  COMP
 AJ6603  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 AJ6603
 AJ6603  HORZ ORDER  -  FIRST
 AJ6603  VERT ORDER  -  FIRST     CLASS II
 AJ6603  ELLP ORDER  -  FOURTH    CLASS I
 AJ6603
 AJ6603.The horizontal coordinates were established by GPS observations
 AJ6603.and adjusted by the National Geodetic Survey in December 2002..
 AJ6603
 AJ6603.The orthometric height was determined by differential leveling
 AJ6603.and adjusted by the National Geodetic Survey in January 2002..
 AJ6603
 AJ6603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6603
 AJ6603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6603
 AJ6603.The ellipsoidal height was determined by GPS observations
 AJ6603.and is referenced to NAD 83.
 AJ6603
 AJ6603.The geoid height was determined by GEOID03.
 AJ6603
 AJ6603.The dynamic height is computed by dividing the NAVD 88
 AJ6603.geopotential number by the normal gravity value computed on the
 AJ6603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6603.degrees latitude (g = 980.6199 gals.).
 AJ6603
 AJ6603.The modeled gravity was interpolated from observed gravity values.
 AJ6603
 AJ6603;                    North         East     Units Scale Factor Converg.
 AJ6603;SPC FL E     -   192,726.395   130,681.041   MT  1.00000048   -0 18 16.2
 AJ6603;SPC FL E     -   632,303.18    428,742.72   sFT  1.00000048   -0 18 16.2
 AJ6603;UTM  17      - 2,883,792.619   430,704.693   MT  0.99965929   -0 18 16.2
 AJ6603
 AJ6603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6603!SPC FL E     -   1.00000336  x   1.00000048  =   1.00000384
 AJ6603!UTM  17      -   1.00000336  x   0.99965929  =   0.99966265
 AJ6603
 AJ6603                          SUPERSEDED SURVEY CONTROL
 AJ6603
 AJ6603  NAVD 88 (12/12/02)    2.11   (m)            6.9    (f) LEVELING    3  
 AJ6603
 AJ6603.Superseded values are not recommended for survey control.
 AJ6603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6603.See file dsdata.txt to determine how the superseded data were derived.
 AJ6603
 AJ6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3070583793(NAD 83)
 AJ6603_MARKER: F = FLANGE-ENCASED ROD
 AJ6603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ6603+WITH SETTING: INFORMATION.
 AJ6603_STAMPING: B 527 2001 CERP
 AJ6603_MARK LOGO: NONE  
 AJ6603_PROJECTION: RECESSED 9 CENTIMETERS
 AJ6603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ6603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6603+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002
 AJ6603_ROD/PIPE-DEPTH: 2.34 meters
 AJ6603_SLEEVE-DEPTH  : 0.46 meters
 AJ6603
 AJ6603  HISTORY     - Date     Condition        Report By
 AJ6603  HISTORY     - 20010629 MONUMENTED       LDBLS
 AJ6603  HISTORY     - 20020318 GOOD             MAPTEC
 AJ6603
 AJ6603                          STATION DESCRIPTION
 AJ6603
 AJ6603'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ6603'THE MARK IS ABOUT 11.3 KM (7.0 MI) SOUTHEAST OF NAPLES, AND
 AJ6603'APPROXIMATELY 12.1
 AJ6603'KM (7.5 MI) NORTH OF MARCO ISLAND, IN SECTION 34, TOWNSHIP 50 SOUTH,
 AJ6603'RANGE 26
 AJ6603'EAST, COLLIER COUNTY FLORIDA. OWNERSHIP- COLLIER COUNTY
 AJ6603' 
 AJ6603'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AJ6603'951 (I- 75
 AJ6603'EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 10.0 KM (6.22
 AJ6603'MI) TO THE
 AJ6603'MARK ON THE LEFT IN THE MEDIAN, ALSO FROM THE INTERSECTION OF U.S.
 AJ6603'HIGHWAY NO.
 AJ6603'41 (TAMIAMI TRAIL) AND COUNTY ROAD NO. 951, (ABOUT 11.7 KM (7.3 MI)
 AJ6603'SOUTHEAST
 AJ6603'OF NAPLES), GO NORTH ON COUNTY ROAD NO. 951 1.1 KM (0.68 MI) TO THE
 AJ6603'MARK ON
 AJ6603'THE LEFT IN THE MEDIAN.
 AJ6603' 
 AJ6603'THE MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH A ACCESS CAP
 AJ6603'RECESSED
 AJ6603'0.09 M (0.3 FT) BELOW THE LEVEL OF THE GROUND. THE DATUM POINT IS
 AJ6603'RECESSED
 AJ6603'0.06 M (0.2 FT) BELOW THE LEVEL OF THE ACCESS CAP, ABOUT 0.61 M (2.0
 AJ6603'FT) BELOW
 AJ6603'THE LEVEL OF THE COUNTY ROAD NO. 951 TRAFFIC LANES, 11.64 M (38.2 FT)
 AJ6603'EAST OF
 AJ6603'THE CENTERLINE OF THE SOUTHBOUND LANES OF COUNTY ROAD NO. 951, 8.01 M
 AJ6603'(26.3
 AJ6603'FT) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF COUNTY ROAD NO.
 AJ6603'951,
 AJ6603'15.70 M (51.5 FT) SOUTHWEST OF THE CENTER OF A STORM DRAIN INLET (IN
 AJ6603'THE
 AJ6603'MEDIAN).
 AJ6603' 
 AJ6603'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ6603' 
 AJ6603' 
 AJ6603' 
 AJ6603'
 AJ6603
 AJ6603                          STATION RECOVERY (2002)
 AJ6603
 AJ6603'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ6603'RECOVERED AS DESCRIBED.
 AJ6603'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5654 ***********************************************************************
 AJ5654  DESIGNATION -  B 528
 AJ5654  PID         -  AJ5654
 AJ5654  STATE/COUNTY-  FL/ST LUCIE
 AJ5654  USGS QUAD   -  FORT PIERCE NW (1983)
 AJ5654
 AJ5654                         *CURRENT SURVEY CONTROL
 AJ5654  ___________________________________________________________________
 AJ5654* NAD 83(1999)-  27 24 33.23699(N)    080 25 11.26286(W)     ADJUSTED  
 AJ5654* NAVD 88     -         6.138  (meters)      20.14   (feet)  ADJUSTED  
 AJ5654  ___________________________________________________________________
 AJ5654  X           -     943,004.301 (meters)                     COMP
 AJ5654  Y           -  -5,587,114.659 (meters)                     COMP
 AJ5654  Z           -   2,918,535.317 (meters)                     COMP
 AJ5654  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AJ5654  ELLIP HEIGHT-         -21.14  (meters)          (12/12/02) GPS OBS
 AJ5654  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ5654  DYNAMIC HT  -           6.128 (meters)      20.10  (feet)  COMP
 AJ5654  MODELED GRAV-     979,140.2   (mgal)                       NAVD 88
 AJ5654
 AJ5654  HORZ ORDER  -  FIRST
 AJ5654  VERT ORDER  -  FIRST     CLASS II
 AJ5654  ELLP ORDER  -  SECOND    CLASS II
 AJ5654
 AJ5654.The horizontal coordinates were established by GPS observations
 AJ5654.and adjusted by the National Geodetic Survey in December 2002..
 AJ5654
 AJ5654.The orthometric height was determined by differential leveling
 AJ5654.and adjusted by the National Geodetic Survey in November 2001..
 AJ5654
 AJ5654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5654
 AJ5654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5654
 AJ5654.The ellipsoidal height was determined by GPS observations
 AJ5654.and is referenced to NAD 83.
 AJ5654
 AJ5654.The geoid height was determined by GEOID03.
 AJ5654
 AJ5654.The dynamic height is computed by dividing the NAVD 88
 AJ5654.geopotential number by the normal gravity value computed on the
 AJ5654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5654.degrees latitude (g = 980.6199 gals.).
 AJ5654
 AJ5654.The modeled gravity was interpolated from observed gravity values.
 AJ5654
 AJ5654;                    North         East     Units Scale Factor Converg.
 AJ5654;SPC FL E     -   340,880.843   257,375.425   MT  0.99998180   +0 16 01.6
 AJ5654;SPC FL E     - 1,118,373.23    844,405.87   sFT  0.99998180   +0 16 01.6
 AJ5654;UTM  17      - 3,031,896.517   557,355.849   MT  0.99964061   +0 16 01.6
 AJ5654
 AJ5654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5654!SPC FL E     -   1.00000332  x   0.99998180  =   0.99998512
 AJ5654!UTM  17      -   1.00000332  x   0.99964061  =   0.99964393
 AJ5654
 AJ5654                          SUPERSEDED SURVEY CONTROL
 AJ5654
 AJ5654  NAVD 88 (12/12/02)    6.14   (m)           20.1    (f) LEVELING    3  
 AJ5654
 AJ5654.Superseded values are not recommended for survey control.
 AJ5654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5654.See file dsdata.txt to determine how the superseded data were derived.
 AJ5654
 AJ5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5735631897(NAD 83)
 AJ5654_MARKER: DD = SURVEY DISK
 AJ5654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5654_STAMPING: B 528 2001 CERP
 AJ5654_MARK LOGO: USE   
 AJ5654_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5654+STABILITY: SURFACE MOTION
 AJ5654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5654+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 AJ5654
 AJ5654  HISTORY     - Date     Condition        Report By
 AJ5654  HISTORY     - 20010521 MONUMENTED       EMCINC
 AJ5654  HISTORY     - 20020415 GOOD             MAPTEC
 AJ5654
 AJ5654                          STATION DESCRIPTION
 AJ5654
 AJ5654'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ5654'THE STATION IS LOCATED APPROXIMATELY 3.2 KILOMETERS (2.0 MILES)
 AJ5654'WEST OF FORT PIERCE, FLORIDA ON THE SOUTH SHOULDER OF STATE ROAD
 AJ5654'70, IN THE THE PROJECTED CENTER OF GENTILE ROAD TO THE NORTH
 AJ5654'LOCATED ON THE FORT PIERCE NORTHWEST QUAD SECTION 27, TOWNSHIP
 AJ5654'35 SOUTH, RANGE 40-E
 AJ5654'.
 AJ5654'OWNERSHIP  FLDT.
 AJ5654' 
 AJ5654'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND
 AJ5654'STATE ROAD 70 IN FORT PIERCE, FLORIDA GO WEST ON STATE ROAD 70, 3.22
 AJ5654'KILOMETERS (2.0 MILES) TO A TURN LANE IN MEDIAN AND GENTILE ROAD TO
 AJ5654'THE NORTH, THENCE APPROXIMATELY 18.0 METERS (60.0 FEET) SOUTH TO
 AJ5654'THE MARK ON THE SOUTH SHOULDER OF THE EAST BOUND LANE STATE
 AJ5654'ROAD 70 IN THE PROJECTED CENTER OF GENTILE ROAD TO THE NORTH.
 AJ5654' 
 AJ5654'THE STATION IS LOCATED 9.15 METERS (30.0 FEET) SOUTH OF THE CENTER
 AJ5654'OF THE EAST BOUND LANE STATE ROAD 70, 12.8 METERS (42.0 FEET) EAST OF
 AJ5654'THE CENTER OF A PRIVATE ROAD LEADING SOUTH, 11.9 METERS (39.0 FEET)
 AJ5654'NORTHEAST OF A POWER POLE, 1.0 METER (3.3 FEET) NORTHWEST OF A
 AJ5654'CARSONITE WITNESS POST, 0.5 METERS (1.6 FEET) SOUTH OF A MAGNET
 AJ5654'BURIED 0.10 METERS (0.3 FFET) AND IN THE PROJECTED CENTER OF GENTILE
 AJ5654'ROAD TO NORTH.
 AJ5654' 
 AJ5654' 
 AJ5654' 
 AJ5654' 
 AJ5654'
 AJ5654
 AJ5654                          STATION RECOVERY (2002)
 AJ5654
 AJ5654'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ5654'RECOVERED AS DESCRIBED
 AJ5654'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ5672 ***********************************************************************
 AJ5672  DESIGNATION -  B 529
 AJ5672  PID         -  AJ5672
 AJ5672  STATE/COUNTY-  FL/HIGHLANDS
 AJ5672  USGS QUAD   -  BRIGHTON NW (1983)
 AJ5672
 AJ5672                         *CURRENT SURVEY CONTROL
 AJ5672  ___________________________________________________________________
 AJ5672* NAD 83(1999)-  27 12 34.07301(N)    081 11 09.07968(W)     ADJUSTED  
 AJ5672* NAVD 88     -         9.691  (meters)      31.79   (feet)  ADJUSTED  
 AJ5672  ___________________________________________________________________
 AJ5672  X           -     869,777.894 (meters)                     COMP
 AJ5672  Y           -  -5,609,263.718 (meters)                     COMP
 AJ5672  Z           -   2,898,869.115 (meters)                     COMP
 AJ5672  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AJ5672  ELLIP HEIGHT-         -15.78  (meters)          (12/12/02) GPS OBS
 AJ5672  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ5672  DYNAMIC HT  -           9.676 (meters)      31.75  (feet)  COMP
 AJ5672  MODELED GRAV-     979,123.0   (mgal)                       NAVD 88
 AJ5672
 AJ5672  HORZ ORDER  -  FIRST
 AJ5672  VERT ORDER  -  FIRST     CLASS II
 AJ5672  ELLP ORDER  -  SECOND    CLASS II
 AJ5672
 AJ5672.The horizontal coordinates were established by GPS observations
 AJ5672.and adjusted by the National Geodetic Survey in December 2002..
 AJ5672
 AJ5672.The orthometric height was determined by differential leveling
 AJ5672.and adjusted by the National Geodetic Survey in November 2001..
 AJ5672
 AJ5672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5672
 AJ5672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5672
 AJ5672.The ellipsoidal height was determined by GPS observations
 AJ5672.and is referenced to NAD 83.
 AJ5672
 AJ5672.The geoid height was determined by GEOID03.
 AJ5672
 AJ5672.The dynamic height is computed by dividing the NAVD 88
 AJ5672.geopotential number by the normal gravity value computed on the
 AJ5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5672.degrees latitude (g = 980.6199 gals.).
 AJ5672
 AJ5672.The modeled gravity was interpolated from observed gravity values.
 AJ5672
 AJ5672;                    North         East     Units Scale Factor Converg.
 AJ5672;SPC FL E     -   318,626.115   181,588.303   MT  0.99994536   -0 05 05.9
 AJ5672;SPC FL E     - 1,045,359.18    595,760.96   sFT  0.99994536   -0 05 05.9
 AJ5672;UTM  17      - 3,009,649.383   481,594.585   MT  0.99960418   -0 05 05.9
 AJ5672
 AJ5672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5672!SPC FL E     -   1.00000248  x   0.99994536  =   0.99994784
 AJ5672!UTM  17      -   1.00000248  x   0.99960418  =   0.99960666
 AJ5672
 AJ5672                          SUPERSEDED SURVEY CONTROL
 AJ5672
 AJ5672  NAVD 88 (12/12/02)    9.69   (m)           31.8    (f) LEVELING    3  
 AJ5672
 AJ5672.Superseded values are not recommended for survey control.
 AJ5672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5672.See file dsdata.txt to determine how the superseded data were derived.
 AJ5672
 AJ5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8159509649(NAD 83)
 AJ5672_MARKER: DD = SURVEY DISK
 AJ5672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5672_STAMPING: B 529 2001 CERP
 AJ5672_MARK LOGO: USE   
 AJ5672_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5672+STABILITY: SURFACE MOTION
 AJ5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5672+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2002
 AJ5672
 AJ5672  HISTORY     - Date     Condition        Report By
 AJ5672  HISTORY     - 2001     MONUMENTED       EMCINC
 AJ5672  HISTORY     - 20020413 GOOD             MAPTEC
 AJ5672
 AJ5672                          STATION DESCRIPTION
 AJ5672
 AJ5672'DESCRIBED BY EMC INCORPORATED 2001 (CHP)
 AJ5672'THE STATION IS LOCATED APPROXIMATELY 36.6 KILOMETERS (22.7 MILES)
 AJ5672'WEST OF OKEECHOBEE, FLORIDA 9.6 KILOMETERS (6.0 MILES) WEST OF
 AJ5672'BRIGHTON, FLORIDA ON THE NORTH RIGHT OF WAY OF STATE ROAD 70 AT A
 AJ5672'PRIVATE ROAD LEADING NORTH TO WOERNER TURF SOD FARM.  THE MARK IS
 AJ5672'LOCATED ON THE BRIGHTON NORTHWEST QUAD SECTION, TOWNSHIP 38 SOUTH,
 AJ5672'RANGE 31 EAST.
 AJ5672' 
 AJ5672'OWNERSHIP   FLDT.
 AJ5672' 
 AJ5672'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 721
 AJ5672'AND STATE ROAD 70 IN BRIGHTON, FLORIDA GO WEST, 9.67 KILOMETERS (6.0
 AJ5672'MILES) TO THE MARK ON RIGHT NEAR THE WEST EDGE OF A PRIVATE ROAD
 AJ5672'LEADING NORTH.
 AJ5672' 
 AJ5672'THE STATION IS LOCATED 24.0 METERS (78.7 FEET) NORTH OF THE CENTER
 AJ5672'OF STATE ROAD 70 (TWO LANE ROAD), 12.5 METERS (41.0 FEET) WEST OF THE
 AJ5672'CENTER OF A PRIVATE ROAD LEADING NORTH TO WOERNER TURF SOD
 AJ5672'FARM, 5.8 METERS (19.0 FEET) EAST OF A FENCE CORNER, 1.4 METERS (4.6
 AJ5672'FEET) SOUTH OF A CARSONITE WITNESS POST AND 0.25 METERS (0.8 FEET)
 AJ5672'SOUTH OF A MAGNET BURIED 0.1 METERS (0.3 FEET).
 AJ5672' 
 AJ5672' 
 AJ5672' 
 AJ5672' 
 AJ5672'
 AJ5672
 AJ5672                          STATION RECOVERY (2002)
 AJ5672
 AJ5672'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ5672'RECOVERED AS DESCRIBED
 AJ5672'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0788 ***********************************************************************
 BD0788  DESIGNATION -  B 53
 BD0788  PID         -  BD0788
 BD0788  STATE/COUNTY-  FL/SUWANNEE
 BD0788  USGS QUAD   -  DOWLING PARK (1993)
 BD0788
 BD0788                         *CURRENT SURVEY CONTROL
 BD0788  ___________________________________________________________________
 BD0788* NAD 83(1986)-  30 14 42.     (N)    083 13 05.     (W)     SCALED    
 BD0788* NAVD 88     -        24.532  (meters)      80.49   (feet)  ADJUSTED  
 BD0788  ___________________________________________________________________
 BD0788  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BD0788  DYNAMIC HT  -          24.499 (meters)      80.38  (feet)  COMP
 BD0788  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 BD0788
 BD0788  VERT ORDER  -  SECOND    CLASS 0
 BD0788
 BD0788.The horizontal coordinates were scaled from a topographic map and have
 BD0788.an estimated accuracy of +/- 6 seconds.
 BD0788
 BD0788.The orthometric height was determined by differential leveling
 BD0788.and adjusted by the National Geodetic Survey in June 1991..
 BD0788
 BD0788.The geoid height was determined by GEOID03.
 BD0788
 BD0788.The dynamic height is computed by dividing the NAVD 88
 BD0788.geopotential number by the normal gravity value computed on the
 BD0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0788.degrees latitude (g = 980.6199 gals.).
 BD0788
 BD0788.The modeled gravity was interpolated from observed gravity values.
 BD0788
 BD0788;                    North         East    Units  Estimated Accuracy
 BD0788;SPC FL N     -   138,700.      723,380.      MT  (+/- 180 meters Scaled)
 BD0788
 BD0788                          SUPERSEDED SURVEY CONTROL
 BD0788
 BD0788  NGVD 29 (??/??/92)   24.742  (m)           81.17   (f) ADJ UNCH    2 0
 BD0788
 BD0788.Superseded values are not recommended for survey control.
 BD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0788.See file dsdata.txt to determine how the superseded data were derived.
 BD0788
 BD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP865480(NAD 83)
 BD0788_MARKER: DB = BENCH MARK DISK
 BD0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0788_STAMPING: B 53 1934
 BD0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0788+STABILITY: SURFACE MOTION
 BD0788
 BD0788  HISTORY     - Date     Condition        Report By
 BD0788  HISTORY     - 1934     MONUMENTED       CGS
 BD0788  HISTORY     - 1954     GOOD             NGS
 BD0788  HISTORY     - 1978     MARK NOT FOUND   NGS
 BD0788
 BD0788                          STATION DESCRIPTION
 BD0788
 BD0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0788'15.2 MI SW FROM LIVE OAK.
 BD0788'ABOUT 15.15 MILES SOUTHWEST ALONG THE LIVE OAK, PERRY AND GULF
 BD0788'RAILROAD FROM THE UNION STATION AT LIVE OAK, 0.15 MILE WEST OF
 BD0788'A ROAD CROSSING AND MILE POST 15, 21 FEET SOUTH OF THE SOUTH
 BD0788'RAIL, 209 FEET NORTH-NORTHWEST OF THE CENTER LINE OF SECONDARY
 BD0788'ROAD 250, 56 1/2 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM
 BD0788'POLE 413, 22 FEET NORTH OF THE CENTER LINE OF ROAD PARALLELING
 BD0788'THE TRACK, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK AND IN THE
 BD0788'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BD0788
 BD0788                          STATION RECOVERY (1978)
 BD0788
 BD0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BD0788'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8141 ***********************************************************************
 AD8141  DESIGNATION -  B 53
 AD8141  PID         -  AD8141
 AD8141  STATE/COUNTY-  FL/BROWARD
 AD8141  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8141
 AD8141                         *CURRENT SURVEY CONTROL
 AD8141  ___________________________________________________________________
 AD8141* NAD 83(1986)-  26 19 59.     (N)    080 43 00.     (W)     SCALED    
 AD8141* NAVD 88     -         3.818  (meters)      12.53   (feet)  ADJUSTED  
 AD8141  ___________________________________________________________________
 AD8141  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AD8141  DYNAMIC HT  -           3.812 (meters)      12.51  (feet)  COMP
 AD8141  MODELED GRAV-     979,065.9   (mgal)                       NAVD 88
 AD8141
 AD8141  VERT ORDER  -  FIRST     CLASS II
 AD8141
 AD8141.The horizontal coordinates were scaled from a topographic map and have
 AD8141.an estimated accuracy of +/- 6 seconds.
 AD8141
 AD8141.The orthometric height was determined by differential leveling
 AD8141.and adjusted by the National Geodetic Survey in September 1992..
 AD8141
 AD8141.The geoid height was determined by GEOID03.
 AD8141
 AD8141.The dynamic height is computed by dividing the NAVD 88
 AD8141.geopotential number by the normal gravity value computed on the
 AD8141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8141.degrees latitude (g = 980.6199 gals.).
 AD8141
 AD8141.The modeled gravity was interpolated from observed gravity values.
 AD8141
 AD8141;                    North         East    Units  Estimated Accuracy
 AD8141;SPC FL E     -   221,540.      228,290.      MT  (+/- 180 meters Scaled)
 AD8141
 AD8141                          SUPERSEDED SURVEY CONTROL
 AD8141
 AD8141  NGVD 29 (09/01/92)    4.258  (m)           13.97   (f) ADJUSTED    1 2
 AD8141
 AD8141.Superseded values are not recommended for survey control.
 AD8141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8141.See file dsdata.txt to determine how the superseded data were derived.
 AD8141
 AD8141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK282125(NAD 83)
 AD8141_MARKER: DD = SURVEY DISK
 AD8141_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8141_SP_SET: FOOTING
 AD8141_STAMPING: B 53 BM SFWM
 AD8141_MARK LOGO: SFLWMD
 AD8141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8141+STABILITY: POSITION/ELEVATION WELL
 AD8141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8141+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8141
 AD8141  HISTORY     - Date     Condition        Report By
 AD8141  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8141  HISTORY     - 19920316 GOOD             NGS
 AD8141  HISTORY     - 20040603 GOOD             INDIV
 AD8141
 AD8141                          STATION DESCRIPTION
 AD8141
 AD8141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8141'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8141'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 18.0 KM
 AD8141'(11.20 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8141'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 45, 37.9 M (124.3
 AD8141'FT) NORTH OF THE CENTER OF THE ROAD, 4.6 M (15.1 FT) WEST OF THE
 AD8141'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8141'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8141
 AD8141                          STATION RECOVERY (2004)
 AD8141
 AD8141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LB)
 AD8141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7356 ***********************************************************************
 AJ7356  DESIGNATION -  B 530
 AJ7356  PID         -  AJ7356
 AJ7356  STATE/COUNTY-  FL/GLADES
 AJ7356  USGS QUAD   -  MOORE HAVEN (1970)
 AJ7356
 AJ7356                         *CURRENT SURVEY CONTROL
 AJ7356  ___________________________________________________________________
 AJ7356* NAD 83(1999)-  26 47 17.31860(N)    081 04 58.20529(W)     ADJUSTED  
 AJ7356* NAVD 88     -         5.276  (meters)      17.31   (feet)  ADJUSTED  
 AJ7356  ___________________________________________________________________
 AJ7356  X           -     883,146.781 (meters)                     COMP
 AJ7356  Y           -  -5,628,624.495 (meters)                     COMP
 AJ7356  Z           -   2,857,271.690 (meters)                     COMP
 AJ7356  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AJ7356  ELLIP HEIGHT-         -19.34  (meters)          (12/12/02) GPS OBS
 AJ7356  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AJ7356  DYNAMIC HT  -           5.268 (meters)      17.28  (feet)  COMP
 AJ7356  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 AJ7356
 AJ7356  HORZ ORDER  -  FIRST
 AJ7356  VERT ORDER  -  FIRST     CLASS II
 AJ7356  ELLP ORDER  -  SECOND    CLASS II
 AJ7356
 AJ7356.The horizontal coordinates were established by GPS observations
 AJ7356.and adjusted by the National Geodetic Survey in December 2002..
 AJ7356
 AJ7356.The orthometric height was determined by differential leveling
 AJ7356.and adjusted by the National Geodetic Survey in February 2002..
 AJ7356
 AJ7356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7356
 AJ7356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7356
 AJ7356.The ellipsoidal height was determined by GPS observations
 AJ7356.and is referenced to NAD 83.
 AJ7356
 AJ7356.The geoid height was determined by GEOID03.
 AJ7356
 AJ7356.The dynamic height is computed by dividing the NAVD 88
 AJ7356.geopotential number by the normal gravity value computed on the
 AJ7356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7356.degrees latitude (g = 980.6199 gals.).
 AJ7356
 AJ7356.The modeled gravity was interpolated from observed gravity values.
 AJ7356
 AJ7356;                    North         East     Units Scale Factor Converg.
 AJ7356;SPC FL E     -   271,934.084   191,763.372   MT  0.99994201   -0 02 14.4
 AJ7356;SPC FL E     -   892,170.41    629,143.66   sFT  0.99994201   -0 02 14.4
 AJ7356;UTM  17      - 2,962,973.283   491,766.183   MT  0.99960084   -0 02 14.4
 AJ7356
 AJ7356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7356!SPC FL E     -   1.00000304  x   0.99994201  =   0.99994505
 AJ7356!UTM  17      -   1.00000304  x   0.99960084  =   0.99960388
 AJ7356
 AJ7356                          SUPERSEDED SURVEY CONTROL
 AJ7356
 AJ7356  NAVD 88 (12/12/02)    5.28   (m)           17.3    (f) LEVELING    3  
 AJ7356
 AJ7356.Superseded values are not recommended for survey control.
 AJ7356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7356.See file dsdata.txt to determine how the superseded data were derived.
 AJ7356
 AJ7356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK9176662973(NAD 83)
 AJ7356_MARKER: DD = SURVEY DISK
 AJ7356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7356_STAMPING: B 530 2001 CERP
 AJ7356_MARK LOGO: USE   
 AJ7356_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7356+STABILITY: SURFACE MOTION
 AJ7356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7356+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 AJ7356
 AJ7356  HISTORY     - Date     Condition        Report By
 AJ7356  HISTORY     - 20010526 MONUMENTED       EMCINC
 AJ7356  HISTORY     - 20020425 GOOD             MAPTEC
 AJ7356
 AJ7356                          STATION DESCRIPTION
 AJ7356
 AJ7356'DESCRIBED BY EMC INCORPORATED 2001 (MKC)
 AJ7356'THE STATION IS LOCATED ABOUT 5.6 KILOMETERS (3.5 MILES) SOUTHEAST OF
 AJ7356'MOORE HAVEN, FLORIDA ABOUT 13.5 KILOMETERS (8.4 MILES) NORTHWEST
 AJ7356'OF CLEWISTON, FLORIDA IN THE MEDIAN ON U.S. HIGHWAY 27.
 AJ7356'LOCATED ON THE MOORE HAVEN QUAD, SECTION 25, TOWNSHIP 42 SOUTH,
 AJ7356'RANGE 32 EAST.
 AJ7356' 
 AJ7356'OWNERSHIP  FLDT
 AJ7356' 
 AJ7356'TO REACH THE STATION FROM THE INTERSECTION FIFTH STREET AND U.S.
 AJ7356'HIGHWAY 27 AT THE GLADES COUNTY COURTHOUSE IN MOORE HAVEN,
 AJ7356'FLORIDA GO SOUTHEAST ON U.S. HIGHWAY 27 FOR 6.13 KILOMETERS (3.8
 AJ7356'MILES)
 AJ7356'TO THE MARK ON LEFT IN THE MEDIAN.
 AJ7356' 
 AJ7356'THE STATION IS 47.5 METERS (155.9 FEET) SOUTH OF THE NORTH END OF
 AJ7356'THE MEDIAN AT A CROSSOVER LANE, 19.8 METERS (65.0 FEET) WEST OF THE
 AJ7356'CENTER OF THE NORTHBOUND LANE OF U.S. HIGHWAY 27, 11.2 METERS (36.8
 AJ7356'FEET)
 AJ7356'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN
 AJ7356'ON A STORM DRAIN IN THE MEDIAN, 6.8 METERS (22.3 FEET) EAST OF THE
 AJ7356'CENTER OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 27, 1.0 METER (3.3 FEET)
 AJ7356'NORTH
 AJ7356'OF A CARSONITE WITNESS POST AND 0.25 METERS (0.8 FEET) SOUTH OF A
 AJ7356'MAGNET BURIED 0.1 METERS (0.3 FEET) BELOW GROUND.
 AJ7356' 
 AJ7356' 
 AJ7356'
 AJ7356
 AJ7356                          STATION RECOVERY (2002)
 AJ7356
 AJ7356'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7356'RECOVERED AS DESCRIBED.
 AJ7356'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7620 ***********************************************************************
 AJ7620  DESIGNATION -  B 531
 AJ7620  PID         -  AJ7620
 AJ7620  STATE/COUNTY-  FL/HENDRY
 AJ7620  USGS QUAD   -  CROWS NEST HAMMOCK (1974)
 AJ7620
 AJ7620                         *CURRENT SURVEY CONTROL
 AJ7620  ___________________________________________________________________
 AJ7620* NAD 83(1999)-  26 25 44.21427(N)    081 08 27.08918(W)     ADJUSTED  
 AJ7620* NAVD 88     -         6.826  (meters)      22.39   (feet)  ADJUSTED  
 AJ7620  ___________________________________________________________________
 AJ7620  X           -     880,191.616 (meters)                     COMP
 AJ7620  Y           -  -5,647,129.775 (meters)                     COMP
 AJ7620  Z           -   2,821,689.693 (meters)                     COMP
 AJ7620  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ7620  ELLIP HEIGHT-         -17.82  (meters)          (12/12/02) GPS OBS
 AJ7620  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AJ7620  DYNAMIC HT  -           6.815 (meters)      22.36  (feet)  COMP
 AJ7620  MODELED GRAV-     979,058.1   (mgal)                       NAVD 88
 AJ7620
 AJ7620  HORZ ORDER  -  FIRST
 AJ7620  VERT ORDER  -  FIRST     CLASS II
 AJ7620  ELLP ORDER  -  THIRD     CLASS I
 AJ7620
 AJ7620.The horizontal coordinates were established by GPS observations
 AJ7620.and adjusted by the National Geodetic Survey in December 2002..
 AJ7620
 AJ7620.The orthometric height was determined by differential leveling
 AJ7620.and adjusted by the National Geodetic Survey in February 2002..
 AJ7620
 AJ7620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7620
 AJ7620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7620
 AJ7620.The ellipsoidal height was determined by GPS observations
 AJ7620.and is referenced to NAD 83.
 AJ7620
 AJ7620.The geoid height was determined by GEOID03.
 AJ7620
 AJ7620.The dynamic height is computed by dividing the NAVD 88
 AJ7620.geopotential number by the normal gravity value computed on the
 AJ7620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7620.degrees latitude (g = 980.6199 gals.).
 AJ7620
 AJ7620.The modeled gravity was interpolated from observed gravity values.
 AJ7620
 AJ7620;                    North         East     Units Scale Factor Converg.
 AJ7620;SPC FL E     -   232,143.486   185,950.036   MT  0.99994361   -0 03 45.7
 AJ7620;SPC FL E     -   761,624.09    610,071.08   sFT  0.99994361   -0 03 45.7
 AJ7620;UTM  17      - 2,923,196.261   485,954.829   MT  0.99960244   -0 03 45.7
 AJ7620
 AJ7620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7620!SPC FL E     -   1.00000280  x   0.99994361  =   0.99994641
 AJ7620!UTM  17      -   1.00000280  x   0.99960244  =   0.99960524
 AJ7620
 AJ7620                          SUPERSEDED SURVEY CONTROL
 AJ7620
 AJ7620  NAVD 88 (12/12/02)    6.83   (m)           22.4    (f) LEVELING    3  
 AJ7620
 AJ7620.Superseded values are not recommended for survey control.
 AJ7620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7620.See file dsdata.txt to determine how the superseded data were derived.
 AJ7620
 AJ7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK8595523196(NAD 83)
 AJ7620_MARKER: F = FLANGE-ENCASED ROD
 AJ7620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7620_STAMPING: B 531 2001 CERP
 AJ7620_MARK LOGO: NONE  
 AJ7620_PROJECTION: RECESSED 10 CENTIMETERS
 AJ7620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7620+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7620_ROD/PIPE-DEPTH: 22.5 meters
 AJ7620
 AJ7620  HISTORY     - Date     Condition        Report By
 AJ7620  HISTORY     - 20010602 MONUMENTED       EMCINC
 AJ7620  HISTORY     - 2002     GOOD             MAPTEC
 AJ7620
 AJ7620                          STATION DESCRIPTION
 AJ7620
 AJ7620'DESCRIBED BY EMC INCORPORATED 2001 (CHP)
 AJ7620'THE MARK IS LOCATED ABOUT 29.0 KILOMETERS (18.0 MILES) EAST OF
 AJ7620'IMMOKALEE, FLORIDA, ON THE RIGHT OF WAY ON COUNTY ROAD 846.
 AJ7620'LOCATED ON THE CROWS NEST HAMMOCK QUAD, SECTION 33, TOWNSHIP
 AJ7620'46 SOUTH, RANGE 32 EAST.
 AJ7620' 
 AJ7620'OWNERSHIP  FLDT
 AJ7620' 
 AJ7620'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 833
 AJ7620'AND COUNTY ROAD 846 ABOUT 32.2 KILOMETERS (20.0 MILES) EAST OF
 AJ7620'IMMOKALEE, FLORIDA GO SOUTHEAST ON COUNTY ROAD 846 4.83
 AJ7620'KILOMETERS (3.0 MILES) TO THE MARK ON THE RIGHT (NORTH) SIDE
 AJ7620'OF COUNTY ROAD 846.
 AJ7620' 
 AJ7620'THE MARK IS 60.0 METERS (196.9 FEET) WEST OF AN UNDERGROUND
 AJ7620'TELEPHONE LINE JUNCTION BOX NUMBER 20030, 12.8 METERS (42.0 FEET)
 AJ7620'NORTH OF THE CENTER OF COUNTY ROAD 846, 1.8 METERS (5.5 FEET) SOUTH
 AJ7620'OF AN EAST-WEST BARBWIRE FENCE AND 2.0 METERS (6.6 FEET)
 AJ7620'SOUTHWEST OF A CARSONITE WITNESS POST SET IN AN EAST-WEST FENCE.
 AJ7620'THE MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 22.55
 AJ7620'METERS, LOCATED INSIDE A 5-INCH LOGO COVER, RECESSED 10
 AJ7620'CENTIMETERS. A MAGNET WAS PLACED INSIDE THE LOGO COVER.
 AJ7620' 
 AJ7620'
 AJ7620
 AJ7620                          STATION RECOVERY (2002)
 AJ7620
 AJ7620'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CHP)
 AJ7620'THE MARK IS LOCATED ABOUT 29.0 KILOMETERS (18.0 MILES) EAST OF
 AJ7620'IMMOKALEE, FLORIDA, ON THE RIGHT OF WAY ON COUNTY ROAD 846.
 AJ7620'LOCATED ON THE CROWS NEST HAMMOCK QUAD, SECTION 33, TOWNSHIP
 AJ7620'46 SOUTH, RANGE 32 EAST.
 AJ7620' 
 AJ7620'OWNERSHIP  FLDT
 AJ7620' 
 AJ7620'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 833
 AJ7620'AND COUNTY ROAD 846 ABOUT 32.2 KILOMETERS (20.0 MILES) EAST OF
 AJ7620'IMMOKALEE, FLORIDA GO SOUTHEAST ON COUNTY ROAD 846 4.83
 AJ7620'KILOMETERS (3.0 MILES) TO THE MARK ON THE RIGHT (NORTH) SIDE
 AJ7620'OF COUNTY ROAD 846.
 AJ7620' 
 AJ7620'THE MARK IS 60.0 METERS (196.9 FEET) WEST OF AN UNDERGROUND
 AJ7620'TELEPHONE LINE JUNCTION BOX NUMBER 20030, 12.8 METERS (42.0 FEET)
 AJ7620'NORTH OF THE CENTER OF COUNTY ROAD 846, 1.8 METERS (5.5 FEET) SOUTH
 AJ7620'OF AN EAST-WEST BARBWIRE FENCE AND 2.0 METERS (6.6 FEET)
 AJ7620'SOUTHWEST OF A CARSONITE WITNESS POST SET IN AN EAST-WEST FENCE.
 AJ7620'THE MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 22.55
 AJ7620'METERS, LOCATED INSIDE A 5-INCH LOGO COVER, RECESSED 10
 AJ7620'CENTIMETERS. A MAGNET WAS PLACED INSIDE THE LOGO COVER.
 AJ7620' 
 AJ7620'STATION RECOVERY (2002)
 AJ7620'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7620'RECOVERED AS DESCRIBED.
 AJ7620' 
 AJ7620'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7553 ***********************************************************************
 AJ7553  DESIGNATION -  B 532
 AJ7553  PID         -  AJ7553
 AJ7553  STATE/COUNTY-  FL/LEE
 AJ7553  USGS QUAD   -  FORT MYERS SE (1987)
 AJ7553
 AJ7553                         *CURRENT SURVEY CONTROL
 AJ7553  ___________________________________________________________________
 AJ7553* NAD 83(1999)-  26 37 14.66673(N)    081 46 11.11192(W)     ADJUSTED  
 AJ7553* NAVD 88     -         6.589  (meters)      21.62   (feet)  ADJUSTED  
 AJ7553  ___________________________________________________________________
 AJ7553  X           -     816,796.820 (meters)                     COMP
 AJ7553  Y           -  -5,647,058.614 (meters)                     COMP
 AJ7553  Z           -   2,840,702.772 (meters)                     COMP
 AJ7553  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AJ7553  ELLIP HEIGHT-         -17.73  (meters)          (12/12/02) GPS OBS
 AJ7553  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AJ7553  DYNAMIC HT  -           6.579 (meters)      21.58  (feet)  COMP
 AJ7553  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 AJ7553
 AJ7553  HORZ ORDER  -  FIRST
 AJ7553  VERT ORDER  -  FIRST     CLASS II
 AJ7553  ELLP ORDER  -  FOURTH    CLASS I
 AJ7553
 AJ7553.The horizontal coordinates were established by GPS observations
 AJ7553.and adjusted by the National Geodetic Survey in December 2002..
 AJ7553
 AJ7553.The orthometric height was determined by differential leveling
 AJ7553.and adjusted by the National Geodetic Survey in February 2002..
 AJ7553
 AJ7553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7553
 AJ7553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7553
 AJ7553.The ellipsoidal height was determined by GPS observations
 AJ7553.and is referenced to NAD 83.
 AJ7553
 AJ7553.The geoid height was determined by GEOID03.
 AJ7553
 AJ7553.The dynamic height is computed by dividing the NAVD 88
 AJ7553.geopotential number by the normal gravity value computed on the
 AJ7553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7553.degrees latitude (g = 980.6199 gals.).
 AJ7553
 AJ7553.The modeled gravity was interpolated from observed gravity values.
 AJ7553
 AJ7553;                    North         East     Units Scale Factor Converg.
 AJ7553;SPC FL W     -   253,405.035   222,927.964   MT  0.99994766   +0 06 11.4
 AJ7553;SPC FL W     -   831,379.69    731,389.50   sFT  0.99994766   +0 06 11.4
 AJ7553;UTM  17      - 2,944,660.572   423,372.856   MT  0.99967249   -0 20 41.7
 AJ7553
 AJ7553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7553!SPC FL W     -   1.00000279  x   0.99994766  =   0.99995045
 AJ7553!UTM  17      -   1.00000279  x   0.99967249  =   0.99967527
 AJ7553
 AJ7553                          SUPERSEDED SURVEY CONTROL
 AJ7553
 AJ7553  NAVD 88 (12/12/02)    6.59   (m)           21.6    (f) LEVELING    3  
 AJ7553
 AJ7553.Superseded values are not recommended for survey control.
 AJ7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7553.See file dsdata.txt to determine how the superseded data were derived.
 AJ7553
 AJ7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2337344661(NAD 83)
 AJ7553_MARKER: F = FLANGE-ENCASED ROD
 AJ7553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7553_STAMPING: B 532 2001 CERP
 AJ7553_MARK LOGO: NONE  
 AJ7553_PROJECTION: RECESSED 14 CENTIMETERS
 AJ7553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7553+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2002
 AJ7553_ROD/PIPE-DEPTH: 27.9 meters
 AJ7553_SLEEVE-DEPTH  : 0.46 meters
 AJ7553
 AJ7553  HISTORY     - Date     Condition        Report By
 AJ7553  HISTORY     - 20010920 MONUMENTED       LDBLS
 AJ7553  HISTORY     - 20020508 GOOD             MAPTEC
 AJ7553
 AJ7553                          STATION DESCRIPTION
 AJ7553
 AJ7553'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7553'THE MARK IS ABOUT 10.1 KM (6.29 MI) SOUTHEAST OF FORT MYERS, IN
 AJ7553'SECTION 25,
 AJ7553'TOWNSHIP 44 SOUTH, RANGE 25 EAST, LEE COUNTY FLORIDA. OWNERSHIP -
 AJ7553'FLORIDA
 AJ7553'DEPARTMENT OF TRANSPORTATION (SR 82 R/W).
 AJ7553' 
 AJ7553'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7553'STATE
 AJ7553'ROAD NO 82 (I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO
 AJ7553'SOUTHEAST ON STATE ROAD 82 3.7 KM (2.31 MI) TO THE JUNCTION A DEAD END
 AJ7553'PAVED
 AJ7553'ROAD (OLD ABANDONED COUNTY ROAD NO 884) AND THE MARK ON THE LEFT, ALSO
 AJ7553'FROM
 AJ7553'THE JUNCTION OF STATE ROAD 82 AND COLONIAL BOULEVARD-LEE BOULEVARD
 AJ7553'(COUNTY
 AJ7553'ROAD NO 884) GO NORTHWEST ON STATE ROAD 82 0.3 KM (0.19 MI) TO THE
 AJ7553'MARK ON THE
 AJ7553'RIGHT.
 AJ7553' 
 AJ7553'THE MARK IS 39.47 M (129.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AJ7553'ROAD 82,
 AJ7553'26.60 M (84.0 FT) NORTHWEST OF A WOOD UTILITY POLE, 21.95 M (72.0 FT)
 AJ7553'NORTHEAST OF A WOOD UTILITY POLE, 9.60 M (31.5 FT) NORTHEAST OF
 AJ7553'OVERHEAD
 AJ7553'TELEPHONE CABLES, 7.01 M (23.0 FT) NORTH OF THE CENTERLINE OF THE DEAD
 AJ7553'END
 AJ7553'PAVED ROAD (ABANDONED COUNTY ROAD 884), 2.13 M (7.0 FT) SOUTH OF A
 AJ7553'CARSONITE
 AJ7553'WITNESS POST. THE DATUM POINT IS SET 14 CM (0.45 FT) BELOW THE LEVEL
 AJ7553'OF THE
 AJ7553'GROUND, ABOUT 0.18 M (1.6 FT) BELOW THE LEVEL OF A ABANDONED DEAD END
 AJ7553'ROAD,
 AJ7553'BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN 27.89 M (91.5 FT) TO
 AJ7553'REFUSAL AND
 AJ7553'ENCASED IN A 5- INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7553' 
 AJ7553'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7553' 
 AJ7553' 
 AJ7553'
 AJ7553
 AJ7553                          STATION RECOVERY (2002)
 AJ7553
 AJ7553'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7553'THE MARK IS ABOUT 10.1 KM (6.29 MI) SOUTHEAST OF FORT MYERS, IN
 AJ7553'SECTION 25,
 AJ7553'TOWNSHIP 44 SOUTH, RANGE 25 EAST, LEE COUNTY FLORIDA. OWNERSHIP -
 AJ7553'FLORIDA
 AJ7553'DEPARTMENT OF TRANSPORTATION (SR 82 R/W).
 AJ7553' 
 AJ7553'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7553'STATE
 AJ7553'ROAD NO 82 (I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO
 AJ7553'SOUTHEAST ON STATE ROAD 82 3.7 KM (2.31 MI) TO THE JUNCTION A DEAD END
 AJ7553'PAVED
 AJ7553'ROAD (OLD ABANDONED COUNTY ROAD NO 884) AND THE MARK ON THE LEFT, ALSO
 AJ7553'FROM
 AJ7553'THE JUNCTION OF STATE ROAD 82 AND COLONIAL BOULEVARD-LEE BOULEVARD
 AJ7553'(COUNTY
 AJ7553'ROAD NO 884) GO NORTHWEST ON STATE ROAD 82 0.3 KM (0.19 MI) TO THE
 AJ7553'MARK ON THE
 AJ7553'RIGHT.
 AJ7553' 
 AJ7553'THE MARK IS 39.47 M (129.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AJ7553'ROAD 82,
 AJ7553'26.60 M (84.0 FT) NORTHWEST OF A WOOD UTILITY POLE, 21.95 M (72.0 FT)
 AJ7553'NORTHEAST OF A WOOD UTILITY POLE, 9.60 M (31.5 FT) NORTHEAST OF
 AJ7553'OVERHEAD
 AJ7553'TELEPHONE CABLES, 7.01 M (23.0 FT) NORTH OF THE CENTERLINE OF THE DEAD
 AJ7553'END
 AJ7553'PAVED ROAD (ABANDONED COUNTY ROAD 884), 2.13 M (7.0 FT) SOUTH OF A
 AJ7553'CARSONITE
 AJ7553'WITNESS POST. THE DATUM POINT IS SET 14 CM (0.45 FT) BELOW THE LEVEL
 AJ7553'OF THE
 AJ7553'GROUND, ABOUT 0.18 M (1.6 FT) BELOW THE LEVEL OF A ABANDONED DEAD END
 AJ7553'ROAD,
 AJ7553'BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN 27.89 M (91.5 FT) TO
 AJ7553'REFUSAL AND
 AJ7553'ENCASED IN A 5- INCH PVC PIPE WITH AN ACCESS COVER.
 AJ7553' 
 AJ7553'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7553' 
 AJ7553'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP)
 AJ7553' 
 AJ7553' 
 AJ7553' 
 AJ7553'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7585 ***********************************************************************
 AJ7585  DESIGNATION -  B 533
 AJ7585  PID         -  AJ7585
 AJ7585  STATE/COUNTY-  FL/COLLIER
 AJ7585  USGS QUAD   -  IMMOKALEE SW (1984)
 AJ7585
 AJ7585                         *CURRENT SURVEY CONTROL
 AJ7585  ___________________________________________________________________
 AJ7585* NAD 83(1999)-  26 22 04.63408(N)    081 25 29.04118(W)     ADJUSTED  
 AJ7585* NAVD 88     -         7.006  (meters)      22.99   (feet)  ADJUSTED  
 AJ7585  ___________________________________________________________________
 AJ7585  X           -     852,649.944 (meters)                     COMP
 AJ7585  Y           -  -5,654,392.862 (meters)                     COMP
 AJ7585  Z           -   2,815,636.782 (meters)                     COMP
 AJ7585  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ7585  ELLIP HEIGHT-         -17.32  (meters)          (12/12/02) GPS OBS
 AJ7585  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AJ7585  DYNAMIC HT  -           6.995 (meters)      22.95  (feet)  COMP
 AJ7585  MODELED GRAV-     979,054.7   (mgal)                       NAVD 88
 AJ7585
 AJ7585  HORZ ORDER  -  FIRST
 AJ7585  VERT ORDER  -  FIRST     CLASS II
 AJ7585  ELLP ORDER  -  FOURTH    CLASS II
 AJ7585
 AJ7585.The horizontal coordinates were established by GPS observations
 AJ7585.and adjusted by the National Geodetic Survey in December 2002..
 AJ7585
 AJ7585.The orthometric height was determined by differential leveling
 AJ7585.and adjusted by the National Geodetic Survey in February 2002..
 AJ7585
 AJ7585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7585
 AJ7585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7585
 AJ7585.The ellipsoidal height was determined by GPS observations
 AJ7585.and is referenced to NAD 83.
 AJ7585
 AJ7585.The geoid height was determined by GEOID03.
 AJ7585
 AJ7585.The dynamic height is computed by dividing the NAVD 88
 AJ7585.geopotential number by the normal gravity value computed on the
 AJ7585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7585.degrees latitude (g = 980.6199 gals.).
 AJ7585
 AJ7585.The modeled gravity was interpolated from observed gravity values.
 AJ7585
 AJ7585;                    North         East     Units Scale Factor Converg.
 AJ7585;SPC FL E     -   225,448.144   157,612.239   MT  0.99996335   -0 11 19.1
 AJ7585;SPC FL E     -   739,657.79    517,099.49   sFT  0.99996335   -0 11 19.1
 AJ7585;UTM  17      - 2,916,503.203   457,626.702   MT  0.99962217   -0 11 19.1
 AJ7585
 AJ7585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7585!SPC FL E     -   1.00000272  x   0.99996335  =   0.99996607
 AJ7585!UTM  17      -   1.00000272  x   0.99962217  =   0.99962489
 AJ7585
 AJ7585                          SUPERSEDED SURVEY CONTROL
 AJ7585
 AJ7585  NAVD 88 (12/12/02)    7.01   (m)           23.0    (f) LEVELING    3  
 AJ7585
 AJ7585.Superseded values are not recommended for survey control.
 AJ7585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7585.See file dsdata.txt to determine how the superseded data were derived.
 AJ7585
 AJ7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK5762716503(NAD 83)
 AJ7585_MARKER: F = FLANGE-ENCASED ROD
 AJ7585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ7585_STAMPING: B 533 2001 CERP
 AJ7585_MARK LOGO: NONE  
 AJ7585_PROJECTION: RECESSED 14 CENTIMETERS
 AJ7585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7585+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 AJ7585_ROD/PIPE-DEPTH: 10.7 meters
 AJ7585_SLEEVE-DEPTH  : 0.46 meters
 AJ7585
 AJ7585  HISTORY     - Date     Condition        Report By
 AJ7585  HISTORY     - 20010826 MONUMENTED       LDBLS
 AJ7585  HISTORY     - 20020311 GOOD             MAPTEC
 AJ7585
 AJ7585                          STATION DESCRIPTION
 AJ7585
 AJ7585'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7585'THE MARK IS ABOUT 58.6 KM (36.41 MI) NORTHEAST OF NAPLES, ABOUT 6.1 KM
 AJ7585'(3.82
 AJ7585'MI) SOUTHWEST OF IMMOKALEE, IN SECTION 21, TOWNSHIP 47 SOUTH, RANGE 29
 AJ7585'EAST,
 AJ7585'COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER COUNTY
 AJ7585' 
 AJ7585'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 29 AND COUNTY
 AJ7585'ROAD 846
 AJ7585'IN IMMOKALEE, GO SOUTHWEST ON COUNTY ROAD 846 6.1 KM (3.82 MI) TO THE
 AJ7585'MARK ON
 AJ7585'THE RIGHT.
 AJ7585' 
 AJ7585'THE MARK IS A STAINLESS STEEL ROD 31.82 M (104.4 FT) NORTHWEST OF WOOD
 AJ7585'POWER
 AJ7585'POLE NUMBER 7973, 8.59 M (28.2 FT) SOUTH OF A CARSONITE WITNESS POST
 AJ7585'AND 7.47
 AJ7585'M (24.5 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 846. THE DATUM
 AJ7585'POINT IS SET
 AJ7585'14 CM (0.45 FT) BELOW THE LEVEL OF THE GROUND, ABOUT 0.46 M (1.5 FT)
 AJ7585'BELOW THE
 AJ7585'LEVEL OF THE HIGHWAY, BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN
 AJ7585'10.72 M
 AJ7585'(35.17 FT) TO REFUSAL AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS
 AJ7585'COVER.
 AJ7585' 
 AJ7585'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585'
 AJ7585
 AJ7585                          STATION RECOVERY (2002)
 AJ7585
 AJ7585'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7585'THE MARK IS ABOUT 58.6 KM (36.41 MI) NORTHEAST OF NAPLES, ABOUT 6.1 KM
 AJ7585'(3.82
 AJ7585'MI) SOUTHWEST OF IMMOKALEE, IN SECTION 21, TOWNSHIP 47 SOUTH, RANGE 29
 AJ7585'EAST,
 AJ7585'COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER COUNTY
 AJ7585' 
 AJ7585'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 29 AND COUNTY
 AJ7585'ROAD 846
 AJ7585'IN IMMOKALEE, GO SOUTHWEST ON COUNTY ROAD 846 6.1 KM (3.82 MI) TO THE
 AJ7585'MARK ON
 AJ7585'THE RIGHT.
 AJ7585' 
 AJ7585'THE MARK IS A STAINLESS STEEL ROD 31.82 M (104.4 FT) NORTHWEST OF WOOD
 AJ7585'POWER
 AJ7585'POLE NUMBER 7973, 8.59 M (28.2 FT) SOUTH OF A CARSONITE WITNESS POST
 AJ7585'AND 7.47
 AJ7585'M (24.5 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 846. THE DATUM
 AJ7585'POINT IS SET
 AJ7585'14 CM (0.45 FT) BELOW THE LEVEL OF THE GROUND, ABOUT 0.46 M (1.5 FT)
 AJ7585'BELOW THE
 AJ7585'LEVEL OF THE HIGHWAY, BEING THE TOP OF A STAINLESS STEEL ROD DRIVEN
 AJ7585'10.72 M
 AJ7585'(35.17 FT) TO REFUSAL AND ENCASED IN A 5-INCH PVC PIPE WITH AN ACCESS
 AJ7585'COVER.
 AJ7585' 
 AJ7585'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585' 
 AJ7585'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7562 ***********************************************************************
 AJ7562  DESIGNATION -  B 534
 AJ7562  PID         -  AJ7562
 AJ7562  STATE/COUNTY-  FL/COLLIER
 AJ7562  USGS QUAD   -  BELLE MEADE NW (1987)
 AJ7562
 AJ7562                         *CURRENT SURVEY CONTROL
 AJ7562  ___________________________________________________________________
 AJ7562* NAD 83(1999)-  26 11 13.30921(N)    081 41 12.21847(W)     ADJUSTED  
 AJ7562* NAVD 88     -         3.032  (meters)       9.95   (feet)  ADJUSTED  
 AJ7562  ___________________________________________________________________
 AJ7562  X           -     828,068.195 (meters)                     COMP
 AJ7562  Y           -  -5,667,010.610 (meters)                     COMP
 AJ7562  Z           -   2,797,661.854 (meters)                     COMP
 AJ7562  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ7562  ELLIP HEIGHT-         -20.69  (meters)          (12/12/02) GPS OBS
 AJ7562  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AJ7562  DYNAMIC HT  -           3.027 (meters)       9.93  (feet)  COMP
 AJ7562  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 AJ7562
 AJ7562  HORZ ORDER  -  FIRST
 AJ7562  VERT ORDER  -  FIRST     CLASS II
 AJ7562  ELLP ORDER  -  FOURTH    CLASS II
 AJ7562
 AJ7562.The horizontal coordinates were established by GPS observations
 AJ7562.and adjusted by the National Geodetic Survey in December 2002..
 AJ7562
 AJ7562.The orthometric height was determined by differential leveling
 AJ7562.and adjusted by the National Geodetic Survey in February 2002..
 AJ7562
 AJ7562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7562
 AJ7562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7562
 AJ7562.The ellipsoidal height was determined by GPS observations
 AJ7562.and is referenced to NAD 83.
 AJ7562
 AJ7562.The geoid height was determined by GEOID03.
 AJ7562
 AJ7562.The dynamic height is computed by dividing the NAVD 88
 AJ7562.geopotential number by the normal gravity value computed on the
 AJ7562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7562.degrees latitude (g = 980.6199 gals.).
 AJ7562
 AJ7562.The modeled gravity was interpolated from observed gravity values.
 AJ7562
 AJ7562;                    North         East     Units Scale Factor Converg.
 AJ7562;SPC FL E     -   205,516.150   131,358.690   MT  0.99999933   -0 18 11.0
 AJ7562;SPC FL E     -   674,264.24    430,965.97   sFT  0.99999933   -0 18 11.0
 AJ7562;UTM  17      - 2,896,578.010   431,382.110   MT  0.99965813   -0 18 11.0
 AJ7562
 AJ7562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7562!SPC FL E     -   1.00000325  x   0.99999933  =   1.00000258
 AJ7562!UTM  17      -   1.00000325  x   0.99965813  =   0.99966138
 AJ7562
 AJ7562                          SUPERSEDED SURVEY CONTROL
 AJ7562
 AJ7562  NAVD 88 (12/12/02)    3.03   (m)            9.9    (f) LEVELING    3  
 AJ7562
 AJ7562.Superseded values are not recommended for survey control.
 AJ7562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7562.See file dsdata.txt to determine how the superseded data were derived.
 AJ7562
 AJ7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3138296578(NAD 83)
 AJ7562_MARKER: F = FLANGE-ENCASED ROD
 AJ7562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ7562+WITH SETTING: INFORMATION.
 AJ7562_STAMPING: B 534 2001 CERP
 AJ7562_MARK LOGO: NONE  
 AJ7562_PROJECTION: RECESSED 12 CENTIMETERS
 AJ7562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7562+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AJ7562_ROD/PIPE-DEPTH: 0.67 meters
 AJ7562_SLEEVE-DEPTH  : 0.40 meters
 AJ7562
 AJ7562  HISTORY     - Date     Condition        Report By
 AJ7562  HISTORY     - 2001 729 MONUMENTED       LDBLS
 AJ7562  HISTORY     - 20020311 GOOD             MAPTEC
 AJ7562  HISTORY     - 20050205 GOOD             INDIV
 AJ7562
 AJ7562                          STATION DESCRIPTION
 AJ7562
 AJ7562'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7562'THE MARK IS ABOUT 13.4 KM (8.3 MI) NORTHEAST OF NAPLES, IN SECTION 23,
 AJ7562'TOWNSHIP
 AJ7562'49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER
 AJ7562'COUNTY
 AJ7562' 
 AJ7562'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7562'COUNTY
 AJ7562'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO NORTH ON COUNTY ROAD 951 2.54
 AJ7562'KM (1.58
 AJ7562'MI) TO THE JUNCTION WITH 25TH AVENUE SW, THEN EAST ON 25TH AVENUE SW
 AJ7562'0.05 KM
 AJ7562'(0.03 MI) TO THE JUNCTION WITH 39TH STREET SW, THEN NORTH ON 39TH
 AJ7562'STREET SW
 AJ7562'0.42 KM (0.26 MI) TO THE JUNCTION WITH 23RD AVENUE SW AND THE MARK ON
 AJ7562'THE LEFT.
 AJ7562' 
 AJ7562'THE MARK IS A STAINLESS STEEL ROD 32.16 M (105.5 FT) EAST THE
 AJ7562'CENTERLINE OF THE
 AJ7562'NORTHBOUND LANES OF COUNTY ROAD 951, 16.25 M (53.3 FT) WEST OF THE
 AJ7562'CENTERLINE
 AJ7562'OF 39TH STREET SW, 11.46 M (37.6 FT) NORTH OF AN EXTENDED CENTERLINE
 AJ7562'OF 23RD
 AJ7562'AVENUE SW, 9.75 M (32.0 FT) EAST OF A EAST CANAL BANK, AND 0.30 M (1.0
 AJ7562'FT)
 AJ7562'EAST OF A CARSONITE WITNESS POST. THE DATUM POINT IS SET 12 CM (0.40
 AJ7562'FT) BELOW
 AJ7562'THE LEVEL OF THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF 39TH
 AJ7562'STREET
 AJ7562'SW, BEING THE TOP OF A STAINLESS STEEL ROD 0.67 M (2.20 FT) IN LENGTH,
 AJ7562'CEMENTED
 AJ7562'IN A DRILLED HOLE 0.30 M (1.0 FT) DEEP IN BEDROCK AND ENCASED IN A 5-
 AJ7562'INCH PVC
 AJ7562'PIPE WITH AN ACCESS COVER.
 AJ7562' 
 AJ7562'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7562' 
 AJ7562' 
 AJ7562'
 AJ7562'
 AJ7562
 AJ7562                          STATION RECOVERY (2002)
 AJ7562
 AJ7562'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7562'THE MARK IS ABOUT 13.4 KM (8.3 MI) NORTHEAST OF NAPLES, IN SECTION 23,
 AJ7562'TOWNSHIP
 AJ7562'49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER
 AJ7562'COUNTY
 AJ7562' 
 AJ7562'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7562'COUNTY
 AJ7562'ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO NORTH ON COUNTY ROAD 951 2.54
 AJ7562'KM (1.58
 AJ7562'MI) TO THE JUNCTION WITH 25TH AVENUE SW, THEN EAST ON 25TH AVENUE SW
 AJ7562'0.05 KM
 AJ7562'(0.03 MI) TO THE JUNCTION WITH 39TH STREET SW, THEN NORTH ON 39TH
 AJ7562'STREET SW
 AJ7562'0.42 KM (0.26 MI) TO THE JUNCTION WITH 23RD AVENUE SW AND THE MARK ON
 AJ7562'THE LEFT.
 AJ7562' 
 AJ7562'THE MARK IS A STAINLESS STEEL ROD 32.16 M (105.5 FT) EAST THE
 AJ7562'CENTERLINE OF THE
 AJ7562'NORTHBOUND LANES OF COUNTY ROAD 951, 16.25 M (53.3 FT) WEST OF THE
 AJ7562'CENTERLINE
 AJ7562'OF 39TH STREET SW, 11.46 M (37.6 FT) NORTH OF AN EXTENDED CENTERLINE
 AJ7562'OF 23RD
 AJ7562'AVENUE SW, 9.75 M (32.0 FT) EAST OF A EAST CANAL BANK, AND 0.30 M (1.0
 AJ7562'FT)
 AJ7562'EAST OF A CARSONITE WITNESS POST. THE DATUM POINT IS SET 12 CM (0.40
 AJ7562'FT) BELOW
 AJ7562'THE LEVEL OF THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF 39TH
 AJ7562'STREET
 AJ7562'SW, BEING THE TOP OF A STAINLESS STEEL ROD 0.67 M (2.20 FT) IN LENGTH,
 AJ7562'CEMENTED
 AJ7562'IN A DRILLED HOLE 0.30 M (1.0 FT) DEEP IN BEDROCK AND ENCASED IN A 5-
 AJ7562'INCH PVC
 AJ7562'PIPE WITH AN ACCESS COVER.
 AJ7562' 
 AJ7562'NOTE - A MAGNET WAS PLACED INSIDE THE SLEEVE, BELOW THE ACCESS COVER.
 AJ7562' 
 AJ7562'RECOVERED AS DESCRIBED 2002 MAPECH INC (CP)
 AJ7562' 
 AJ7562' 
 AJ7562'
 AJ7562'
 AJ7562
 AJ7562                          STATION RECOVERY (2005)
 AJ7562
 AJ7562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AJ7562'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6770 ***********************************************************************
 AJ6770  DESIGNATION -  B 535
 AJ6770  PID         -  AJ6770
 AJ6770  STATE/COUNTY-  FL/COLLIER
 AJ6770  USGS QUAD   -  CALIFORNIA SLOUGH (1974)
 AJ6770
 AJ6770                         *CURRENT SURVEY CONTROL
 AJ6770  ___________________________________________________________________
 AJ6770* NAD 83(1999)-  26 12 00.47072(N)    080 54 06.91670(W)     ADJUSTED  
 AJ6770* NAVD 88     -         4.347  (meters)      14.26   (feet)  ADJUSTED  
 AJ6770  ___________________________________________________________________
 AJ6770  X           -     905,510.418 (meters)                     COMP
 AJ6770  Y           -  -5,654,504.597 (meters)                     COMP
 AJ6770  Z           -   2,798,964.342 (meters)                     COMP
 AJ6770  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AJ6770  ELLIP HEIGHT-         -20.39  (meters)          (12/12/02) GPS OBS
 AJ6770  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ6770  DYNAMIC HT  -           4.340 (meters)      14.24  (feet)  COMP
 AJ6770  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AJ6770
 AJ6770  HORZ ORDER  -  FIRST
 AJ6770  VERT ORDER  -  FIRST     CLASS II
 AJ6770  ELLP ORDER  -  SECOND    CLASS II
 AJ6770
 AJ6770.The horizontal coordinates were established by GPS observations
 AJ6770.and adjusted by the National Geodetic Survey in December 2002..
 AJ6770
 AJ6770.The orthometric height was determined by differential leveling
 AJ6770.and adjusted by the National Geodetic Survey in January 2002..
 AJ6770
 AJ6770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6770
 AJ6770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6770
 AJ6770.The ellipsoidal height was determined by GPS observations
 AJ6770.and is referenced to NAD 83.
 AJ6770
 AJ6770.The geoid height was determined by GEOID03.
 AJ6770
 AJ6770.The dynamic height is computed by dividing the NAVD 88
 AJ6770.geopotential number by the normal gravity value computed on the
 AJ6770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6770.degrees latitude (g = 980.6199 gals.).
 AJ6770
 AJ6770.The modeled gravity was interpolated from observed gravity values.
 AJ6770
 AJ6770;                    North         East     Units Scale Factor Converg.
 AJ6770;SPC FL E     -   206,789.639   209,802.143   MT  0.99994236   +0 02 35.9
 AJ6770;SPC FL E     -   678,442.34    688,325.86   sFT  0.99994236   +0 02 35.9
 AJ6770;UTM  17      - 2,897,851.065   509,798.799   MT  0.99960119   +0 02 35.9
 AJ6770
 AJ6770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6770!SPC FL E     -   1.00000320  x   0.99994236  =   0.99994556
 AJ6770!UTM  17      -   1.00000320  x   0.99960119  =   0.99960439
 AJ6770
 AJ6770                          SUPERSEDED SURVEY CONTROL
 AJ6770
 AJ6770  NAVD 88 (12/12/02)    4.35   (m)           14.3    (f) LEVELING    3  
 AJ6770
 AJ6770.Superseded values are not recommended for survey control.
 AJ6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6770.See file dsdata.txt to determine how the superseded data were derived.
 AJ6770
 AJ6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ0979997851(NAD 83)
 AJ6770_MARKER: DD = SURVEY DISK
 AJ6770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6770_STAMPING: B 535 2001 CERP
 AJ6770_MARK LOGO: USE   
 AJ6770_PROJECTION: RECESSED 5 CENTIMETERS
 AJ6770_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6770+STABILITY: SURFACE MOTION
 AJ6770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6770+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ6770
 AJ6770  HISTORY     - Date     Condition        Report By
 AJ6770  HISTORY     - 20010710 MONUMENTED       MOREKL
 AJ6770  HISTORY     - 2002     GOOD             MAPTEC
 AJ6770
 AJ6770                          STATION DESCRIPTION
 AJ6770
 AJ6770'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ6770'THE STATION IS LOCATED ABOUT 46.3 KM (28.8 MILES) WEST OF ANDYTOWN,
 AJ6770'ABOUT 55.5 KM (34.5
 AJ6770'MILES) SOUTHEAST OF IMMOKALEE, ABOUT 42.6 KM (26.5 MILES) EAST OF
 AJ6770'MILES CITY, IN SECTION 26,
 AJ6770'TOWNSHIP 49 SOUTH, RANGE 34 EAST.
 AJ6770' 
 AJ6770'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT (CANAL RIGHT OF
 AJ6770'WAY)
 AJ6770' 
 AJ6770'TO REACH THE STATION FROM THE JUNCTION OF SNAKE ROAD AND INTERSTATE 75
 AJ6770'(EXIT 14), GO
 AJ6770'WEST ON INTERSTATE 75 FOR 3.7 KM (2.3 MILES) TO THE EAST END OF BRIDGE
 AJ6770'NO. 030283, TURN
 AJ6770'RIGHT AT ACCESS ROAD (UNIMPROVED DIRT ROAD) JUST BEFORE CREST OF THE
 AJ6770'BRIDGE, GO 0.08 KM
 AJ6770'(0.05 MILES) CURVING TO THE LEFT, TO THE JUNCTION WITH L-28 LEVEE ROAD
 AJ6770'(EAST SIDE OF CANAL),
 AJ6770'PROCEED NORTH 3.14 KM (1.95 MILES) TO THE MARK ON THE RIGHT.
 AJ6770' 
 AJ6770'THE MARK IS LOCATED 14.1 METERS (46.3 FEET) NORTH OF A WOOD UTILITY
 AJ6770'POLE, 12.3 METERS (40.3
 AJ6770'FEET) WEST OF THE WEST TOP OF BANK OF DIRT BERM, 11.8 METERS (38.7
 AJ6770'FEET) EAST OF THE
 AJ6770'APPROXIMATE CENTERLINE OF L-28 LEVEE ROAD, 6.9 METERS (22.7 FEET) WEST
 AJ6770'OF A CARSONITE
 AJ6770'WITNESS POST.
 AJ6770' 
 AJ6770'A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1 METERS
 AJ6770'(0.3 FEET) BELOW THE
 AJ6770'MARK.
 AJ6770' 
 AJ6770' 
 AJ6770'
 AJ6770
 AJ6770                          STATION RECOVERY (2002)
 AJ6770
 AJ6770'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ6770'THE STATION IS LOCATED ABOUT 46.3 KM (28.8 MILES) WEST OF ANDYTOWN,
 AJ6770'ABOUT 55.5 KM (34.5
 AJ6770'MILES) SOUTHEAST OF IMMOKALEE, ABOUT 42.6 KM (26.5 MILES) EAST OF
 AJ6770'MILES CITY, IN SECTION 26,
 AJ6770'TOWNSHIP 49 SOUTH, RANGE 34 EAST.
 AJ6770' 
 AJ6770'OWNERSHIP   SOUTH FLORIDA WATER MANAGEMENT DISTRICT (CANAL RIGHT OF
 AJ6770'WAY)
 AJ6770' 
 AJ6770'TO REACH THE STATION FROM THE JUNCTION OF SNAKE ROAD AND INTERSTATE 75
 AJ6770'(EXIT 14), GO
 AJ6770'WEST ON INTERSTATE 75 FOR 3.7 KM (2.3 MILES) TO THE EAST END OF BRIDGE
 AJ6770'NO. 030283, TURN
 AJ6770'RIGHT AT ACCESS ROAD (UNIMPROVED DIRT ROAD) JUST BEFORE CREST OF THE
 AJ6770'BRIDGE, GO 0.08 KM
 AJ6770'(0.05 MILES) CURVING TO THE LEFT, TO THE JUNCTION WITH L-28 LEVEE ROAD
 AJ6770'(EAST SIDE OF CANAL),
 AJ6770'PROCEED NORTH 3.14 KM (1.95 MILES) TO THE MARK ON THE RIGHT.
 AJ6770' 
 AJ6770'THE MARK IS LOCATED 14.1 METERS (46.3 FEET) NORTH OF A WOOD UTILITY
 AJ6770'POLE, 12.3 METERS (40.3
 AJ6770'FEET) WEST OF THE WEST TOP OF BANK OF DIRT BERM, 11.8 METERS (38.7
 AJ6770'FEET) EAST OF THE
 AJ6770'APPROXIMATE CENTERLINE OF L-28 LEVEE ROAD, 6.9 METERS (22.7 FEET) WEST
 AJ6770'OF A CARSONITE
 AJ6770'WITNESS POST.
 AJ6770' 
 AJ6770'A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1 METERS
 AJ6770'(0.3 FEET) BELOW THE
 AJ6770'MARK.
 AJ6770' 
 AJ6770'STATION RECOVERY (2002)
 AJ6770'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ6770'RECOVERED AS DESCRIBED.
 AJ6770' 
 AJ6770'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ6794 ***********************************************************************
 AJ6794  DESIGNATION -  B 536
 AJ6794  PID         -  AJ6794
 AJ6794  STATE/COUNTY-  FL/HENDRY
 AJ6794  USGS QUAD   -  COW BONE ISLAND (1990)
 AJ6794
 AJ6794                         *CURRENT SURVEY CONTROL
 AJ6794  ___________________________________________________________________
 AJ6794* NAD 83(1999)-  26 22 20.94511(N)    081 01 00.97656(W)     ADJUSTED  
 AJ6794* NAVD 88     -         6.073  (meters)      19.92   (feet)  ADJUSTED  
 AJ6794  ___________________________________________________________________
 AJ6794  X           -     892,837.454 (meters)                     COMP
 AJ6794  Y           -  -5,647,959.619 (meters)                     COMP
 AJ6794  Z           -   2,816,085.925 (meters)                     COMP
 AJ6794  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ6794  ELLIP HEIGHT-         -18.69  (meters)          (12/12/02) GPS OBS
 AJ6794  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AJ6794  DYNAMIC HT  -           6.064 (meters)      19.89  (feet)  COMP
 AJ6794  MODELED GRAV-     979,048.4   (mgal)                       NAVD 88
 AJ6794
 AJ6794  HORZ ORDER  -  FIRST
 AJ6794  VERT ORDER  -  FIRST     CLASS II
 AJ6794  ELLP ORDER  -  SECOND    CLASS II
 AJ6794
 AJ6794.The horizontal coordinates were established by GPS observations
 AJ6794.and adjusted by the National Geodetic Survey in December 2002..
 AJ6794
 AJ6794.The orthometric height was determined by differential leveling
 AJ6794.and adjusted by the National Geodetic Survey in January 2002..
 AJ6794
 AJ6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6794
 AJ6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6794
 AJ6794.The ellipsoidal height was determined by GPS observations
 AJ6794.and is referenced to NAD 83.
 AJ6794
 AJ6794.The geoid height was determined by GEOID03.
 AJ6794
 AJ6794.The dynamic height is computed by dividing the NAVD 88
 AJ6794.geopotential number by the normal gravity value computed on the
 AJ6794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6794.degrees latitude (g = 980.6199 gals.).
 AJ6794
 AJ6794.The modeled gravity was interpolated from observed gravity values.
 AJ6794
 AJ6794;                    North         East     Units Scale Factor Converg.
 AJ6794;SPC FL E     -   225,880.435   198,309.696   MT  0.99994121   -0 00 27.1
 AJ6794;SPC FL E     -   741,076.06    650,621.06   sFT  0.99994121   -0 00 27.1
 AJ6794;UTM  17      - 2,916,935.347   498,310.273   MT  0.99960004   -0 00 27.1
 AJ6794
 AJ6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6794!SPC FL E     -   1.00000294  x   0.99994121  =   0.99994415
 AJ6794!UTM  17      -   1.00000294  x   0.99960004  =   0.99960298
 AJ6794
 AJ6794                          SUPERSEDED SURVEY CONTROL
 AJ6794
 AJ6794  NAVD 88 (12/12/02)    6.07   (m)           19.9    (f) LEVELING    3  
 AJ6794
 AJ6794.Superseded values are not recommended for survey control.
 AJ6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6794.See file dsdata.txt to determine how the superseded data were derived.
 AJ6794
 AJ6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK9831016935(NAD 83)
 AJ6794_MARKER: F = FLANGE-ENCASED ROD
 AJ6794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6794_STAMPING: B 536 2001 CERP
 AJ6794_MARK LOGO: NONE  
 AJ6794_PROJECTION: RECESSED 13 CENTIMETERS
 AJ6794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6794+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ6794_ROD/PIPE-DEPTH: 24.5 meters
 AJ6794
 AJ6794  HISTORY     - Date     Condition        Report By
 AJ6794  HISTORY     - 20010726 MONUMENTED       MOREKL
 AJ6794  HISTORY     - 2002     GOOD             MAPTEC
 AJ6794
 AJ6794                          STATION DESCRIPTION
 AJ6794
 AJ6794'DESCRIBED BY MORGAN AND EKLUND INC 2001 (PDW)
 AJ6794'THE STATION IS LOCATED ABOUT 62.6 KM (38.9 MILES) NORTHWEST OF
 AJ6794'ANDYTOWN, ABOUT 40.7 KM
 AJ6794'(25.3 MILES) NORTHEAST OF MILES CITY, ABOUT 43.2 KM (26.9 MILES) SOUTH
 AJ6794'OF CLEWISTON, IN
 AJ6794'SECTION 27, TOWNSHIP 47 SOUTH, RANGE 33 EAST.
 AJ6794' 
 AJ6794'OWNERSHIP   HENDRY COUNTY (ROAD RIGHT OF WAY)
 AJ6794' 
 AJ6794'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 80 AND COUNTY
 AJ6794'ROAD 833, ABOUT
 AJ6794'19.4 KM (12.0 MILES) WEST OF CLEWISTON, GO SOUTH ON COUNTY ROAD 833
 AJ6794'FOR 32.5 KM (20.2 MILES)
 AJ6794'TO THE JUNCTION OF COUNTY ROAD 846, GO EAST ON COUNTY ROAD 846/833 FOR
 AJ6794'9.6 KM (6.0 MILES)
 AJ6794'TO A 90 DEGREE BEND TO THE SOUTH, CONTINUE SOUTH ON COUNTY ROAD 833
 AJ6794'FOR 3.2 KM (2.0
 AJ6794'MILES) TO THE JUNCTION OF COUNTY ROAD 835 (ALSO KNOWN AS COUNTY ROAD
 AJ6794'846), CONTINUE
 AJ6794'SOUTH ON COUNTY ROAD 833 FOR 6.7 KM (4.2 MILES) AND THE MARK ON THE
 AJ6794'RIGHT.
 AJ6794' 
 AJ6794'THE MARK IS ON THE WEST SIDE OF COUNTY ROAD 833, 25.9 KM (84.9 FEET)
 AJ6794'NORTH NORTHEAST OF A
 AJ6794'WOOD UTILITY POLE MARKED 266, 8.4 METERS (27.5 FEET) WEST OF THE
 AJ6794'CENTERLINE PAVEMENT OF
 AJ6794'COUNTY ROAD 833, 7.1 METERS (23.4 FEET) EAST OF A CARSONITE WITNESS
 AJ6794'POST AND 4 FOOT
 AJ6794'BARBED WIRE FENCE.  ACCESS TO THE DATUM POINT (TOP OF A STAINLESS
 AJ6794'STEEL ROD) IS HAD
 AJ6794'THROUGH A 5
 AJ6794'INCH LOGO CAP.
 AJ6794' 
 AJ6794'NOTE   A MAGNET WAS PLACE INSIDE THE PVC ENCASEMENT.
 AJ6794' 
 AJ6794' 
 AJ6794' 
 AJ6794'
 AJ6794
 AJ6794                          STATION RECOVERY (2002)
 AJ6794
 AJ6794'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ6794'THE STATION IS LOCATED ABOUT 62.6 KM (38.9 MILES) NORTHWEST OF
 AJ6794'ANDYTOWN, ABOUT 40.7 KM
 AJ6794'(25.3 MILES) NORTHEAST OF MILES CITY, ABOUT 43.2 KM (26.9 MILES) SOUTH
 AJ6794'OF CLEWISTON, IN
 AJ6794'SECTION 27, TOWNSHIP 47 SOUTH, RANGE 33 EAST.
 AJ6794' 
 AJ6794'OWNERSHIP   HENDRY COUNTY (ROAD RIGHT OF WAY)
 AJ6794' 
 AJ6794'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 80 AND COUNTY
 AJ6794'ROAD 833, ABOUT
 AJ6794'19.4 KM (12.0 MILES) WEST OF CLEWISTON, GO SOUTH ON COUNTY ROAD 833
 AJ6794'FOR 32.5 KM (20.2 MILES)
 AJ6794'TO THE JUNCTION OF COUNTY ROAD 846, GO EAST ON COUNTY ROAD 846/833 FOR
 AJ6794'9.6 KM (6.0 MILES)
 AJ6794'TO A 90 DEGREE BEND TO THE SOUTH, CONTINUE SOUTH ON COUNTY ROAD 833
 AJ6794'FOR 3.2 KM (2.0
 AJ6794'MILES) TO THE JUNCTION OF COUNTY ROAD 835 (ALSO KNOWN AS COUNTY ROAD
 AJ6794'846), CONTINUE
 AJ6794'SOUTH ON COUNTY ROAD 833 FOR 6.7 KM (4.2 MILES) AND THE MARK ON THE
 AJ6794'RIGHT.
 AJ6794' 
 AJ6794'THE MARK IS ON THE WEST SIDE OF COUNTY ROAD 833, 25.9 KM (84.9 FEET)
 AJ6794'NORTH NORTHEAST OF A
 AJ6794'WOOD UTILITY POLE MARKED 266, 8.4 METERS (27.5 FEET) WEST OF THE
 AJ6794'CENTERLINE PAVEMENT OF
 AJ6794'COUNTY ROAD 833, 7.1 METERS (23.4 FEET) EAST OF A CARSONITE WITNESS
 AJ6794'POST AND 4 FOOT
 AJ6794'BARBED WIRE FENCE.  ACCESS TO THE DATUM POINT (TOP OF A STAINLESS
 AJ6794'STEEL ROD) IS HAD
 AJ6794'THROUGH A 5
 AJ6794'INCH LOGO CAP.
 AJ6794' 
 AJ6794'NOTE   A MAGNET WAS PLACE INSIDE THE PVC ENCASEMENT.
 AJ6794' 
 AJ6794'STATION RECOVERY (2002)
 AJ6794'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ6794'RECOVERED AS DESCRIBED.
 AJ6794' 
 AJ6794' 
 AJ6794' 
 AJ6794' 
 AJ6794'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8762 ***********************************************************************
 AJ8762  DESIGNATION -  B 537
 AJ8762  PID         -  AJ8762
 AJ8762  STATE/COUNTY-  FL/PALM BEACH
 AJ8762  USGS QUAD   -  LOXAHATCHEE SE (1984)
 AJ8762
 AJ8762                         *CURRENT SURVEY CONTROL
 AJ8762  ___________________________________________________________________
 AJ8762* NAD 83(1999)-  26 36 35.86072(N)    080 17 33.29823(W)     ADJUSTED  
 AJ8762* NAVD 88     -         7.485  (meters)      24.56   (feet)  ADJUSTED  
 AJ8762  ___________________________________________________________________
 AJ8762  X           -     962,188.987 (meters)                     COMP
 AJ8762  Y           -  -5,624,653.110 (meters)                     COMP
 AJ8762  Z           -   2,839,634.824 (meters)                     COMP
 AJ8762  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AJ8762  ELLIP HEIGHT-         -18.12  (meters)          (12/12/02) GPS OBS
 AJ8762  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ8762  DYNAMIC HT  -           7.473 (meters)      24.52  (feet)  COMP
 AJ8762  MODELED GRAV-     979,107.8   (mgal)                       NAVD 88
 AJ8762
 AJ8762  HORZ ORDER  -  FIRST
 AJ8762  VERT ORDER  -  FIRST     CLASS II
 AJ8762  ELLP ORDER  -  THIRD     CLASS I
 AJ8762
 AJ8762.The horizontal coordinates were established by GPS observations
 AJ8762.and adjusted by the National Geodetic Survey in December 2002..
 AJ8762
 AJ8762.The orthometric height was determined by differential leveling
 AJ8762.and adjusted by the National Geodetic Survey in May 2002..
 AJ8762
 AJ8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8762
 AJ8762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8762
 AJ8762.The ellipsoidal height was determined by GPS observations
 AJ8762.and is referenced to NAD 83.
 AJ8762
 AJ8762.The geoid height was determined by GEOID03.
 AJ8762
 AJ8762.The dynamic height is computed by dividing the NAVD 88
 AJ8762.geopotential number by the normal gravity value computed on the
 AJ8762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8762.degrees latitude (g = 980.6199 gals.).
 AJ8762
 AJ8762.The modeled gravity was interpolated from observed gravity values.
 AJ8762
 AJ8762;                    North         East     Units Scale Factor Converg.
 AJ8762;SPC FL E     -   252,384.944   270,452.169   MT  1.00000243   +0 19 00.8
 AJ8762;SPC FL E     -   828,032.94    887,308.49   sFT  1.00000243   +0 19 00.8
 AJ8762;UTM  17      - 2,943,430.813   570,428.131   MT  0.99966124   +0 19 00.8
 AJ8762
 AJ8762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8762!SPC FL E     -   1.00000285  x   1.00000243  =   1.00000528
 AJ8762!UTM  17      -   1.00000285  x   0.99966124  =   0.99966409
 AJ8762
 AJ8762                          SUPERSEDED SURVEY CONTROL
 AJ8762
 AJ8762  NAVD 88 (12/12/02)    7.49   (m)           24.6    (f) LEVELING    3  
 AJ8762
 AJ8762.Superseded values are not recommended for survey control.
 AJ8762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8762.See file dsdata.txt to determine how the superseded data were derived.
 AJ8762
 AJ8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7042843431(NAD 83)
 AJ8762_MARKER: DD = SURVEY DISK
 AJ8762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8762_STAMPING: B 537 2001 CERP
 AJ8762_MARK LOGO: USE   
 AJ8762_PROJECTION: FLUSH
 AJ8762_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8762+STABILITY: SURFACE MOTION
 AJ8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8762+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 AJ8762
 AJ8762  HISTORY     - Date     Condition        Report By
 AJ8762  HISTORY     - 20010920 MONUMENTED       MOREKL
 AJ8762  HISTORY     - 20020420 GOOD             MAPTEC
 AJ8762
 AJ8762                          STATION DESCRIPTION
 AJ8762
 AJ8762'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8762'THE STATION IS LOCATED ABOUT 37.9 KM (23.5 MILES) NORTH NORTHWEST OF
 AJ8762'DEERFIELD BEACH,
 AJ8762'ABOUT 24.3 KM (15.1 MILES) NORTHWEST OF BOYNTON BEACH, ABOUT 8.3 KM
 AJ8762'(5.1 MILES) SOUTH
 AJ8762'SOUTHWEST OF LOXAHATCHEE IN SECTION 30, TOWNSHIP 44 SOUTH, RANGE 41
 AJ8762'EAST.
 AJ8762' 
 AJ8762'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISSTRICT.
 AJ8762' 
 AJ8762'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 804 (BOYNTON
 AJ8762'BEACH BLVD.) AND
 AJ8762'STATE ROAD 7 / U.S. 441, GO SOUTH ON STATE ROAD 7 / U.S. 441 FOR 3.2
 AJ8762'KM (2.0 MILES) TO THE
 AJ8762'INTERSECTION OF LEE ROAD AND STATE ROAD 7 / U.S. 441, TURN RIGHT AND
 AJ8762'GO WEST ON LEE ROAD
 AJ8762'FOR 1.6 KM (1.0 MILES) TO THE END AT THE ARTHUR R. MARSHALL
 AJ8762'LOXAHATCHEE WILDLIFE REFUGE,
 AJ8762'TURN RIGHT AND GO NORTH ON L-40 LEVEE, PASSING THROUGH ACCESS GATE,
 AJ8762'FOR 14.8 KM (9.2
 AJ8762'MILES) TO THE MARK ON THE RIGHT IN A TURN AROUND AREA.
 AJ8762' 
 AJ8762'THE MARK IS 16.1 KM (53.0 FEET) NORTH OF THE SOUTH END OF THE TURN
 AJ8762'AROUND AREA, 12.8
 AJ8762'METERS (42.0 FEET) SOUTH OF THE NORTH END OF THE TURN AROUND AREA, 5.2
 AJ8762'METERS (17.2 FEET)
 AJ8762'EAST OF THE CENTERLINE OF L-40 LEVEE AND 3.7 METERS (12.1 FEET) WEST
 AJ8762'OF A CARSONITE
 AJ8762'WITNESS POST.
 AJ8762' 
 AJ8762'NOTE  A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1
 AJ8762'METERS (0.3 FEET) BELOW
 AJ8762'            THE MARK.
 AJ8762' 
 AJ8762' 
 AJ8762' 
 AJ8762'
 AJ8762
 AJ8762                          STATION RECOVERY (2002)
 AJ8762
 AJ8762'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ8762'THE STATION IS LOCATED ABOUT 37.9 KM (23.5 MILES) NORTH NORTHWEST OF
 AJ8762'DEERFIELD BEACH,
 AJ8762'ABOUT 24.3 KM (15.1 MILES) NORTHWEST OF BOYNTON BEACH, ABOUT 8.3 KM
 AJ8762'(5.1 MILES) SOUTH
 AJ8762'SOUTHWEST OF LOXAHATCHEE IN SECTION 30, TOWNSHIP 44 SOUTH, RANGE 41
 AJ8762'EAST.
 AJ8762' 
 AJ8762'OWNERSHIP  SOUTH FLORIDA WATER MANAGEMENT DISSTRICT.
 AJ8762' 
 AJ8762'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 804 (BOYNTON
 AJ8762'BEACH BLVD.) AND
 AJ8762'STATE ROAD 7 / U.S. 441, GO SOUTH ON STATE ROAD 7 / U.S. 441 FOR 3.2
 AJ8762'KM (2.0 MILES) TO THE
 AJ8762'INTERSECTION OF LEE ROAD AND STATE ROAD 7 / U.S. 441, TURN RIGHT AND
 AJ8762'GO WEST ON LEE ROAD
 AJ8762'FOR 1.6 KM (1.0 MILES) TO THE END AT THE ARTHUR R. MARSHALL
 AJ8762'LOXAHATCHEE WILDLIFE REFUGE,
 AJ8762'TURN RIGHT AND GO NORTH ON L-40 LEVEE, PASSING THROUGH ACCESS GATE,
 AJ8762'FOR 14.8 KM (9.2
 AJ8762'MILES) TO THE MARK ON THE RIGHT IN A TURN AROUND AREA.
 AJ8762' 
 AJ8762'THE MARK IS 16.1 KM (53.0 FEET) NORTH OF THE SOUTH END OF THE TURN
 AJ8762'AROUND AREA, 12.8
 AJ8762'METERS (42.0 FEET) SOUTH OF THE NORTH END OF THE TURN AROUND AREA, 5.2
 AJ8762'METERS (17.2 FEET)
 AJ8762'EAST OF THE CENTERLINE OF L-40 LEVEE AND 3.7 METERS (12.1 FEET) WEST
 AJ8762'OF A CARSONITE
 AJ8762'WITNESS POST.
 AJ8762' 
 AJ8762'NOTE  A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1
 AJ8762'METERS (0.3 FEET) BELOW
 AJ8762'            THE MARK.
 AJ8762' 
 AJ8762' 
 AJ8762' 
 AJ8762'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0097 ***********************************************************************
 BD0097  DESIGNATION -  B 54
 BD0097  PID         -  BD0097
 BD0097  STATE/COUNTY-  FL/COLUMBIA
 BD0097  USGS QUAD   -  FARGO SW (1993)
 BD0097
 BD0097                         *CURRENT SURVEY CONTROL
 BD0097  ___________________________________________________________________
 BD0097* NAD 83(1986)-  30 30 36.     (N)    082 41 41.     (W)     SCALED    
 BD0097* NAVD 88     -        35.142  (meters)     115.30   (feet)  ADJUSTED  
 BD0097  ___________________________________________________________________
 BD0097  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BD0097  DYNAMIC HT  -          35.097 (meters)     115.15  (feet)  COMP
 BD0097  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BD0097
 BD0097  VERT ORDER  -  SECOND    CLASS 0
 BD0097
 BD0097.The horizontal coordinates were scaled from a topographic map and have
 BD0097.an estimated accuracy of +/- 6 seconds.
 BD0097
 BD0097.The orthometric height was determined by differential leveling
 BD0097.and adjusted by the National Geodetic Survey in June 1991..
 BD0097
 BD0097.The geoid height was determined by GEOID03.
 BD0097
 BD0097.The dynamic height is computed by dividing the NAVD 88
 BD0097.geopotential number by the normal gravity value computed on the
 BD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0097.degrees latitude (g = 980.6199 gals.).
 BD0097
 BD0097.The modeled gravity was interpolated from observed gravity values.
 BD0097
 BD0097;                    North         East    Units  Estimated Accuracy
 BD0097;SPC FL N     -   168,750.      773,270.      MT  (+/- 180 meters Scaled)
 BD0097
 BD0097                          SUPERSEDED SURVEY CONTROL
 BD0097
 BD0097  NGVD 29 (??/??/92)   35.421  (m)          116.21   (f) ADJ UNCH    2 0
 BD0097
 BD0097.Superseded values are not recommended for survey control.
 BD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0097.See file dsdata.txt to determine how the superseded data were derived.
 BD0097
 BD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP373765(NAD 83)
 BD0097_MARKER: DB = BENCH MARK DISK
 BD0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0097_STAMPING: 116.227 B 54 1934
 BD0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0097+STABILITY: SURFACE MOTION
 BD0097
 BD0097  HISTORY     - Date     Condition        Report By
 BD0097  HISTORY     - 1934     MONUMENTED       CGS
 BD0097  HISTORY     - 1957     GOOD             NGS
 BD0097
 BD0097                          STATION DESCRIPTION
 BD0097
 BD0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0097'16.6 MI SW FROM FARGO.
 BD0097'ABOUT 9.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 441 FROM THE
 BD0097'CROSSING OF THE GEORGIA, SOUTHERN AND FLORIDA RAILWAY AT FARGO,
 BD0097'GEORGIA, THENCE 6.6 MILES SOUTHWEST ALONG A SAND ROAD (ABANDONED
 BD0097'STATE HIGHWAY 82), 0.3 MILE SOUTHEAST OF THE JUNCTION OF STATE
 BD0097'HIGHWAY 6, 0.15 MILE NORTHWEST OF A LARGE WOODEN BRIDGE OVER
 BD0097'A STREAM, 150 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE
 BD0097'CENTER OF THE MOST SOUTHEASTERLY SET OF THREE SETS OF CONCRETE
 BD0097'STEPS TO AN OLD SCHOOL BUILDING (BUILDING NOW REMOVED), 140
 BD0097'FEET WEST AND ACROSS THE ROAD FROM A POWER POLE AT SOUTH CORNER
 BD0097'OF SCHOOL GROUNDS, 94 FEET SOUTHWEST AND ACROSS THE ROAD FROM
 BD0097'A 36-INCH OAK WITH TRIANGULAR BLAZE, 25 FEET EAST OF A CLUSTER
 BD0097'OF THREE 8-INCH WILDCHERRY TREES, 22 FEET SOUTHWEST OF THE
 BD0097'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND IN THE
 BD0097'TOP OF A CONCRETE POST PROJECTING 10 INCHES.  THIS MARK MAY
 BD0097'BE REACHED FROM THE COURT HOUSE IN LAKE CITY BY GOING 22.7
 BD0097'MILES NORTH ALONG U.S. HIGHWAY 441, THENCE 1.6 MILES SOUTHWEST
 BD0097'ALONG STATE HIGHWAY 6, THENCE 0.3 MILE SOUTHEAST ALONG A SAND
 BD0097'ROAD.  NOTE-- USGS REPORT - MARCH 1954 - STATE HIGHWAY 82
 BD0097'IS NOW A DIRT ROAD AND CROSSES STATE HIGHWAY 6, 1.8 MILES WEST
 BD0097'OF JUNCTION OF U.S. HIGHWAY 441 AND STATE HIGHWAY 6.  BENCH
 BD0097'MARK IS 1380 FEET SOUTH AND 22 FEET WEST OF STATE HIGHWAY 6
 BD0097'AT DIRT ROAD (OLD HIGHWAY 82).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8140 ***********************************************************************
 AD8140  DESIGNATION -  B 54
 AD8140  PID         -  AD8140
 AD8140  STATE/COUNTY-  FL/BROWARD
 AD8140  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8140
 AD8140                         *CURRENT SURVEY CONTROL
 AD8140  ___________________________________________________________________
 AD8140* NAD 83(1986)-  26 20 00.     (N)    080 42 04.     (W)     SCALED    
 AD8140* NAVD 88     -         3.865  (meters)      12.68   (feet)  ADJUSTED  
 AD8140  ___________________________________________________________________
 AD8140  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AD8140  DYNAMIC HT  -           3.859 (meters)      12.66  (feet)  COMP
 AD8140  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 AD8140
 AD8140  VERT ORDER  -  FIRST     CLASS II
 AD8140
 AD8140.The horizontal coordinates were scaled from a topographic map and have
 AD8140.an estimated accuracy of +/- 6 seconds.
 AD8140
 AD8140.The orthometric height was determined by differential leveling
 AD8140.and adjusted by the National Geodetic Survey in September 1992..
 AD8140
 AD8140.The geoid height was determined by GEOID03.
 AD8140
 AD8140.The dynamic height is computed by dividing the NAVD 88
 AD8140.geopotential number by the normal gravity value computed on the
 AD8140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8140.degrees latitude (g = 980.6199 gals.).
 AD8140
 AD8140.The modeled gravity was interpolated from observed gravity values.
 AD8140
 AD8140;                    North         East    Units  Estimated Accuracy
 AD8140;SPC FL E     -   221,580.      229,840.      MT  (+/- 180 meters Scaled)
 AD8140
 AD8140                          SUPERSEDED SURVEY CONTROL
 AD8140
 AD8140  NGVD 29 (09/01/92)    4.306  (m)           14.13   (f) ADJUSTED    1 2
 AD8140
 AD8140.Superseded values are not recommended for survey control.
 AD8140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8140.See file dsdata.txt to determine how the superseded data were derived.
 AD8140
 AD8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK298126(NAD 83)
 AD8140_MARKER: DD = SURVEY DISK
 AD8140_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8140_SP_SET: FOOTING
 AD8140_STAMPING: B 54 BM SFWM
 AD8140_MARK LOGO: SFLWMD
 AD8140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8140+STABILITY: POSITION/ELEVATION WELL
 AD8140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8140+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8140
 AD8140  HISTORY     - Date     Condition        Report By
 AD8140  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8140  HISTORY     - 19920316 GOOD             NGS
 AD8140  HISTORY     - 20040603 GOOD             INDIV
 AD8140
 AD8140                          STATION DESCRIPTION
 AD8140
 AD8140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8140'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8140'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 16.4 KM
 AD8140'(10.20 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8140'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 41, 38.5 M (126.3
 AD8140'FT) NORTH OF THE CENTER OF THE ROAD, 4.6 M (15.1 FT) WEST OF THE
 AD8140'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8140'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8140
 AD8140                          STATION RECOVERY (2004)
 AD8140
 AD8140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LB)
 AD8140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8506 ***********************************************************************
 AJ8506  DESIGNATION -  B 543
 AJ8506  PID         -  AJ8506
 AJ8506  STATE/COUNTY-  FL/MARTIN
 AJ8506  USGS QUAD   -  BLUEFIELD (1970)
 AJ8506
 AJ8506                         *CURRENT SURVEY CONTROL
 AJ8506  ___________________________________________________________________
 AJ8506* NAD 83(1986)-  27 09 44.     (N)    080 35 56.     (W)     SCALED    
 AJ8506* NAVD 88     -        10.839  (meters)      35.56   (feet)  ADJUSTED  
 AJ8506  ___________________________________________________________________
 AJ8506  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AJ8506  DYNAMIC HT  -          10.822 (meters)      35.51  (feet)  COMP
 AJ8506  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 AJ8506
 AJ8506  VERT ORDER  -  FIRST     CLASS II
 AJ8506
 AJ8506.The horizontal coordinates were scaled from a topographic map and have
 AJ8506.an estimated accuracy of +/- 6 seconds.
 AJ8506
 AJ8506.The orthometric height was determined by differential leveling
 AJ8506.and adjusted by the National Geodetic Survey in May 2002..
 AJ8506
 AJ8506.The geoid height was determined by GEOID03.
 AJ8506
 AJ8506.The dynamic height is computed by dividing the NAVD 88
 AJ8506.geopotential number by the normal gravity value computed on the
 AJ8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8506.degrees latitude (g = 980.6199 gals.).
 AJ8506
 AJ8506.The modeled gravity was interpolated from observed gravity values.
 AJ8506
 AJ8506;                    North         East    Units  Estimated Accuracy
 AJ8506;SPC FL E     -   313,440.      239,750.      MT  (+/- 180 meters Scaled)
 AJ8506
 AJ8506                          SUPERSEDED SURVEY CONTROL
 AJ8506
 AJ8506.No superseded survey control is available for this station.
 AJ8506
 AJ8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL397044(NAD 83)
 AJ8506_MARKER: DD = SURVEY DISK
 AJ8506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8506_STAMPING: B 543 2001 CERP
 AJ8506_MARK LOGO: USE   
 AJ8506_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8506+STABILITY: SURFACE MOTION
 AJ8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8506+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 AJ8506
 AJ8506  HISTORY     - Date     Condition        Report By
 AJ8506  HISTORY     - 20010911 MONUMENTED       FOST
 AJ8506
 AJ8506                          STATION DESCRIPTION
 AJ8506
 AJ8506'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8506'THE MONUMENT IS LOCATED 15.4 MILES (24.74 KM) SOUTHEAST OF OKEECHOBEE,
 AJ8506'FL. AND 12.5 MILES (20.10 KM)
 AJ8506'NORTHWEST OF INDIANTOWN, FL., SECTION 14, TOWNSHIP 38 SOUTH, RANGE 37
 AJ8506'EAST.
 AJ8506' 
 AJ8506'OWNERSHIP IS MARTIN COUNTY RIGHT OF WAY.
 AJ8506' 
 AJ8506'TO REACH THE MONUMENT FROM THE INTERSECTION OF ADAMS AVENUE AND STATE
 AJ8506'ROAD 710 IN
 AJ8506'INDIANTOWN, GO NORTHWEST ON STATE ROAD 710 16.1 MILES (25.91 KM) TO
 AJ8506'THE JUNCTION OF COUNTY ROAD
 AJ8506'714 AND STATE ROAD 710. THENCE PROCEED EAST ON COUNTY ROAD 714 5.0
 AJ8506'MILES (8.05 KM) TO THE
 AJ8506'MONUMENT LOCATION ON THE SOUTH SIDE (RIGHT) OF THE HIGHWAY. THE
 AJ8506'MONUMENT IS 7.2 MILES (11.59 KM)
 AJ8506'WEST OF THE INTERSECTION OF COUNTY ROAD 609 AND STATE ROAD 714/COUNTY
 AJ8506'ROAD 714. A RAILROAD
 AJ8506'CROSSING IS 1.9 MILES (3.06 KM) WEST OF THE MONUMENT.
 AJ8506' 
 AJ8506'THE MONUMENT IS 14.5 FEET (4.42 M) SOUTH OF THE CENTERLINE OF THE
 AJ8506'ROAD, 5.0 FEET (1.52 M) EAST OF A
 AJ8506'YELLOW AND BLACK DIAGONALLY STRIPED OBJECT MARKER SIGN, 30.0 FEET
 AJ8506'(9.14 M) SOUTHEAST OF A YELLOW
 AJ8506'AND BLACK DIAGONALLY STRIPED OBJECT MARKER SIGN ON THE NORTH SIDE OF
 AJ8506'HIGHWAY, 5.0 FEET (1.52 M)
 AJ8506'NORTH OF THE NORTH TOP OF BANK OF THE ROADWAY DITCH AND 5.0 FEET (1.52
 AJ8506'M) NORTH OF A CARSONITE
 AJ8506'WITNESS POST. NOTE A MAGNET WAS BURIED NEARBY AT AN UNSPECIFIED
 AJ8506'POSITION.
 AJ8506' 
 AJ8506' 
 AJ8506'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8578 ***********************************************************************
 AJ8578  DESIGNATION -  B 544
 AJ8578  PID         -  AJ8578
 AJ8578  STATE/COUNTY-  FL/ST LUCIE
 AJ8578  USGS QUAD   -  BLUEFIELD (1970)
 AJ8578
 AJ8578                         *CURRENT SURVEY CONTROL
 AJ8578  ___________________________________________________________________
 AJ8578* NAD 83(1986)-  27 14 27.     (N)    080 34 46.     (W)     SCALED    
 AJ8578* NAVD 88     -         7.620  (meters)      25.00   (feet)  ADJUSTED  
 AJ8578  ___________________________________________________________________
 AJ8578  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AJ8578  DYNAMIC HT  -           7.608 (meters)      24.96  (feet)  COMP
 AJ8578  MODELED GRAV-     979,104.8   (mgal)                       NAVD 88
 AJ8578
 AJ8578  VERT ORDER  -  FIRST     CLASS II
 AJ8578
 AJ8578.The horizontal coordinates were scaled from a topographic map and have
 AJ8578.an estimated accuracy of +/- 6 seconds.
 AJ8578
 AJ8578.The orthometric height was determined by differential leveling
 AJ8578.and adjusted by the National Geodetic Survey in May 2002..
 AJ8578
 AJ8578.The geoid height was determined by GEOID03.
 AJ8578
 AJ8578.The dynamic height is computed by dividing the NAVD 88
 AJ8578.geopotential number by the normal gravity value computed on the
 AJ8578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8578.degrees latitude (g = 980.6199 gals.).
 AJ8578
 AJ8578.The modeled gravity was interpolated from observed gravity values.
 AJ8578
 AJ8578;                    North         East    Units  Estimated Accuracy
 AJ8578;SPC FL E     -   322,160.      241,650.      MT  (+/- 180 meters Scaled)
 AJ8578
 AJ8578                          SUPERSEDED SURVEY CONTROL
 AJ8578
 AJ8578.No superseded survey control is available for this station.
 AJ8578
 AJ8578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL416131(NAD 83)
 AJ8578_MARKER: DD = SURVEY DISK
 AJ8578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8578_STAMPING: B 544 2001 CERP
 AJ8578_MARK LOGO: USE   
 AJ8578_PROJECTION: RECESSED 8 CENTIMETERS
 AJ8578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8578+STABILITY: SURFACE MOTION
 AJ8578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8578+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 AJ8578
 AJ8578  HISTORY     - Date     Condition        Report By
 AJ8578  HISTORY     - 20010919 MONUMENTED       FOST
 AJ8578
 AJ8578                          STATION DESCRIPTION
 AJ8578
 AJ8578'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8578'THE MONUMENT IS LOCATED 16.6 MILES (26.69 KM) NORTH OF INDIANTOWN, FL.
 AJ8578'AND 19.9 MILES (31.95 KM)
 AJ8578'NORTHWEST OF PALM CITY, FL., SECTION 19, TOWNSHIP 37 SOUTH, RANGE 38
 AJ8578'EAST.
 AJ8578' 
 AJ8578'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 AJ8578' 
 AJ8578'TO REACH THE MONUMENT FROM THE INTERSECTION OF COUNTY ROAD 714 AND
 AJ8578'COUNTY ROAD 609, 11.1 MILES
 AJ8578'(17.86 KM) WEST OF THE JUNCTION OF THE FLORIDA TURNPIKE, STATE ROAD
 AJ8578'714 AND COUNTY ROAD 714 IN
 AJ8578'PALM CITY FL., GO NORTH ON COUNTY ROAD 609 FOR 3.0 MILES (4.83 KM) TO
 AJ8578'THE NORTH END OF BRIDGE NO.
 AJ8578'940026 AND TURN LEFT ONTO CANAL/ORANGE GROVE ACCESS ROAD AND GO WEST
 AJ8578'0.05 MILES (0.08 KM) TO A
 AJ8578'LOCKED GATE SOUTH OF CANAL LEVEE AND NORTH OF CANAL. CONTINUE WEST
 AJ8578'ALONG ROADWAY AREA ON
 AJ8578'THE NORTH SIDE OF CANAL 6.0 MILES (9.66 KM) TO A NORTHEAST/SOUTHWEST
 AJ8578'RUNNING RAILROAD CROSSING
 AJ8578'WITH LOCKED GATES ON BOTH SIDES. THENCE CONTINUE NORTH 2.30 MILES
 AJ8578'(3.70 KM) ALONG ROADWAY AREA
 AJ8578'ON EAST SIDE OF CANAL TO MONUMENT LOCATION. A LOCKED GATE IS 0.35
 AJ8578'MILES (0.56 KM) SOUTH OF THE
 AJ8578'MONUMENT LOCATION.
 AJ8578' 
 AJ8578'THE MONUMENT IS 13.6 FEET (4.15 M) EAST OF THE EAST TOP BANK OF COUNTY
 AJ8578'LINE CANAL, 33.9 FEET (10.33 M)
 AJ8578'WEST OF BARBED WIRE FENCELINE, 34.0 FEET (10.36 M) WEST OF TOE OF
 AJ8578'CANAL LEVEE AND 32.8 FEET (10.00 M)
 AJ8578'WEST OF CARSONITE WITNESS POST. NOTE A MAGNET WAS BURIED NEARBY AT AN
 AJ8578'UNSPECIFIED POSITION.
 AJ8578'FOR KEY, CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT, WEST PALM
 AJ8578'BEACH, FL. AT PHONE
 AJ8578'NUMBER (407) 686-8800.
 AJ8578'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8600 ***********************************************************************
 AJ8600  DESIGNATION -  B 545
 AJ8600  PID         -  AJ8600
 AJ8600  STATE/COUNTY-  FL/MARTIN
 AJ8600  USGS QUAD   -  BARLEY BARBER SWAMP (1983)
 AJ8600
 AJ8600                         *CURRENT SURVEY CONTROL
 AJ8600  ___________________________________________________________________
 AJ8600* NAD 83(1999)-  27 03 22.48136(N)    080 31 19.65743(W)     ADJUSTED  
 AJ8600* NAVD 88     -        10.514  (meters)      34.49   (feet)  ADJUSTED  
 AJ8600  ___________________________________________________________________
 AJ8600  X           -     935,972.091 (meters)                     COMP
 AJ8600  Y           -  -5,606,448.590 (meters)                     COMP
 AJ8600  Z           -   2,883,759.745 (meters)                     COMP
 AJ8600  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AJ8600  ELLIP HEIGHT-         -16.11  (meters)          (12/12/02) GPS OBS
 AJ8600  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AJ8600  DYNAMIC HT  -          10.498 (meters)      34.44  (feet)  COMP
 AJ8600  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 AJ8600
 AJ8600  HORZ ORDER  -  FIRST
 AJ8600  VERT ORDER  -  FIRST     CLASS II
 AJ8600  ELLP ORDER  -  THIRD     CLASS I
 AJ8600
 AJ8600.The horizontal coordinates were established by GPS observations
 AJ8600.and adjusted by the National Geodetic Survey in December 2002..
 AJ8600
 AJ8600.The orthometric height was determined by differential leveling
 AJ8600.and adjusted by the National Geodetic Survey in May 2002..
 AJ8600.No vertical observational check was made to the station.
 AJ8600
 AJ8600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8600
 AJ8600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8600
 AJ8600.The ellipsoidal height was determined by GPS observations
 AJ8600.and is referenced to NAD 83.
 AJ8600
 AJ8600.The geoid height was determined by GEOID03.
 AJ8600
 AJ8600.The dynamic height is computed by dividing the NAVD 88
 AJ8600.geopotential number by the normal gravity value computed on the
 AJ8600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8600.degrees latitude (g = 980.6199 gals.).
 AJ8600
 AJ8600.The modeled gravity was interpolated from observed gravity values.
 AJ8600
 AJ8600;                    North         East     Units Scale Factor Converg.
 AJ8600;SPC FL E     -   301,725.758   247,405.141   MT  0.99996891   +0 13 02.5
 AJ8600;SPC FL E     -   989,911.92    811,695.03   sFT  0.99996891   +0 13 02.5
 AJ8600;UTM  17      - 2,992,754.792   547,388.966   MT  0.99962772   +0 13 02.5
 AJ8600
 AJ8600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8600!SPC FL E     -   1.00000253  x   0.99996891  =   0.99997144
 AJ8600!UTM  17      -   1.00000253  x   0.99962772  =   0.99963025
 AJ8600
 AJ8600                          SUPERSEDED SURVEY CONTROL
 AJ8600
 AJ8600  NAVD 88 (12/12/02)   10.51   (m)           34.5    (f) LEVELING    3  
 AJ8600
 AJ8600.Superseded values are not recommended for survey control.
 AJ8600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8600.See file dsdata.txt to determine how the superseded data were derived.
 AJ8600
 AJ8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4738992755(NAD 83)
 AJ8600_MARKER: F = FLANGE-ENCASED ROD
 AJ8600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8600_STAMPING: B 545 2001 CERP
 AJ8600_MARK LOGO: NONE  
 AJ8600_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8600_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8600+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2002
 AJ8600_ROD/PIPE-DEPTH: 24.4 meters
 AJ8600
 AJ8600  HISTORY     - Date     Condition        Report By
 AJ8600  HISTORY     - 20011012 MONUMENTED       FOST
 AJ8600  HISTORY     - 20020511 GOOD             MAPTEC
 AJ8600
 AJ8600                          STATION DESCRIPTION
 AJ8600
 AJ8600'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8600'THE MONUMENT IS LOCATED 4.2 MILES (6.76 KM) NORTHWEST OF INDIANTOWN
 AJ8600'AND 23.5 MILES (37.82 KM)
 AJ8600'SOUTHEAST OF OKEECHOBEE, IN SECTION 27, TOWNSHIP 39 SOUTH, RANGE 38
 AJ8600'EAST.
 AJ8600' 
 AJ8600'OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION
 AJ8600' 
 AJ8600'TO REACH THE MONUMENT FROM THE INTERSECTION OF ADAMS AVENUE AND STATE
 AJ8600'ROAD 710 IN
 AJ8600'INDIANTOWN, GO NORTHWEST ON STATE ROAD 710 FOR 4.2 MILES (6.76 KM).
 AJ8600'THE MONUMENT IS
 AJ8600'LOCATED ON THE NORTHEAST SIDE (RIGHT) OF THE ROAD.
 AJ8600' 
 AJ8600'THE MONUMENT IS 19.8 FEET (6.04 M) NORTHEAST OF THE CENTERLINE OF THE
 AJ8600'ROAD, 4.6 FEET (1.40 M)
 AJ8600'SOUTHWEST OF THE FACE OF THE NORTHEAST GUARDRAIL, 203.0 FEET (61.87 M)
 AJ8600'SOUTHEAST OF A
 AJ8600'SPEED LIMIT SIGN ON THE NORTHEAST SIDE OF THE ROAD AND 10.7 FEET (3.26
 AJ8600'M) SOUTHWEST OF A
 AJ8600'CARSONITE WITNESS POST AT TOP OF BANK. NOTE  ACCESS TO THE DATUM POINT
 AJ8600'(TOP OF A
 AJ8600'STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH LOGO CAP.
 AJ8600' 
 AJ8600' 
 AJ8600'
 AJ8600
 AJ8600                          STATION RECOVERY (2002)
 AJ8600
 AJ8600'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ8600'THE MONUMENT IS LOCATED 4.2 MILES (6.76 KM) NORTHWEST OF INDIANTOWN
 AJ8600'AND 23.5 MILES (37.82
 AJ8600'KM)
 AJ8600'SOUTHEAST OF OKEECHOBEE, IN SECTION 27, TOWNSHIP 39 SOUTH, RANGE 38
 AJ8600'EAST.
 AJ8600' 
 AJ8600'OWNERSHIP IS FLORIDA DEPARTMENT OF TRANSPORTATION
 AJ8600' 
 AJ8600'TO REACH THE MONUMENT FROM THE INTERSECTION OF ADAMS AVENUE AND STATE
 AJ8600'ROAD 710 IN
 AJ8600'INDIANTOWN, GO NORTHWEST ON STATE ROAD 710 FOR 4.2 MILES (6.76 KM).
 AJ8600'THE MONUMENT IS
 AJ8600'LOCATED ON THE NORTHEAST SIDE (RIGHT) OF THE ROAD.
 AJ8600' 
 AJ8600'THE MONUMENT IS 19.8 FEET (6.04 M) NORTHEAST OF THE CENTERLINE OF THE
 AJ8600'ROAD, 4.6 FEET (1.40 M)
 AJ8600'SOUTHWEST OF THE FACE OF THE NORTHEAST GUARDRAIL, 203.0 FEET (61.87 M)
 AJ8600'SOUTHEAST OF A
 AJ8600'SPEED LIMIT SIGN ON THE NORTHEAST SIDE OF THE ROAD AND 10.7 FEET (3.26
 AJ8600'M) SOUTHWEST OF A
 AJ8600'CARSONITE WITNESS POST AT TOP OF BANK. NOTE  ACCESS TO THE DATUM POINT
 AJ8600'(TOP OF A
 AJ8600'STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH LOGO CAP.
 AJ8600' 
 AJ8600'STATION RECOVERY (2002)
 AJ8600'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ8600'RECOVERED AS DESCRIBED.
 AJ8600' 
 AJ8600'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ7731 ***********************************************************************
 AJ7731  DESIGNATION -  B 546
 AJ7731  PID         -  AJ7731
 AJ7731  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7731  USGS QUAD   -  FORTYMILE BEND (1995)
 AJ7731
 AJ7731                         *CURRENT SURVEY CONTROL
 AJ7731  ___________________________________________________________________
 AJ7731* NAD 83(1986)-  25 45 43.6    (N)    080 45 06.9    (W)     HD_HELD2  
 AJ7731* NAVD 88     -         3.225  (meters)      10.58   (feet)  ADJUSTED  
 AJ7731  ___________________________________________________________________
 AJ7731  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ7731  DYNAMIC HT  -           3.220 (meters)      10.56  (feet)  COMP
 AJ7731  MODELED GRAV-     979,027.4   (mgal)                       NAVD 88
 AJ7731
 AJ7731  VERT ORDER  -  FIRST     CLASS II
 AJ7731
 AJ7731.The horizontal coordinates were established by autonomous hand held GPS
 AJ7731.observations and have an estimated accuracy of +/- 10 meters.
 AJ7731
 AJ7731.The orthometric height was determined by differential leveling
 AJ7731.and adjusted by the National Geodetic Survey in March 2002..
 AJ7731
 AJ7731.The geoid height was determined by GEOID03.
 AJ7731
 AJ7731.The dynamic height is computed by dividing the NAVD 88
 AJ7731.geopotential number by the normal gravity value computed on the
 AJ7731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7731.degrees latitude (g = 980.6199 gals.).
 AJ7731
 AJ7731.The modeled gravity was interpolated from observed gravity values.
 AJ7731
 AJ7731;                    North         East    Units  Estimated Accuracy
 AJ7731;SPC FL E     -   158,285.      224,886.      MT  (+/- 10 meters HH2 GPS)
 AJ7731
 AJ7731                          SUPERSEDED SURVEY CONTROL
 AJ7731
 AJ7731.No superseded survey control is available for this station.
 AJ7731
 AJ7731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2487749363(NAD 83)
 AJ7731_MARKER: DD = SURVEY DISK
 AJ7731_SETTING: 66 = SET IN ROCK OUTCROP
 AJ7731_STAMPING: B 546 2001 CERP
 AJ7731_MARK LOGO: USE   
 AJ7731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ7731+STABILITY: POSITION/ELEVATION WELL
 AJ7731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7731+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2002
 AJ7731
 AJ7731  HISTORY     - Date     Condition        Report By
 AJ7731  HISTORY     - 20011001 MONUMENTED       LDBLS
 AJ7731  HISTORY     - 20020416 GOOD             MAPTEC
 AJ7731
 AJ7731                          STATION DESCRIPTION
 AJ7731
 AJ7731'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7731'THE MARK IS ABOUT 116.5 KM (72.36 MI) SOUTHEAST OF NAPLES, ABOUT 45.2
 AJ7731'KM (28.08
 AJ7731'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7731'DEPARTMENT
 AJ7731'OF TRANSPORTATION.
 AJ7731' 
 AJ7731'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7731'TRAIL) AND
 AJ7731'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7731'WEST ON
 AJ7731'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7731'WITH STATE
 AJ7731'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 24.6 KM (15.29 MI) TO
 AJ7731'CONCRETE WEIR
 AJ7731'STRUCTURE S12C, CONTINUE WEST ON U.S. HIGHWAY 41 2.5 KM (1.56 MI) TO A
 AJ7731'GRAVEL
 AJ7731'ROAD LEADING SOUTH TO A SMALL CONCRETE ATT TELEPHONE BUILDING IN A
 AJ7731'FENCED AREA
 AJ7731'ON THE LEFT AND THE MARK ON THE RIGHT.
 AJ7731' 
 AJ7731'THE MARK IS 1.8 KM (1.09 MI) EAST ON U.S. HIGHWAY 41 FROM WEIR
 AJ7731'STRUCTURE S12B,
 AJ7731'33.83 M (111.0 FT) EAST OF (PARALLEL WITH HIGHWAY) QWEST
 AJ7731'COMMUNICATIONS BURIED
 AJ7731'FIBER OPTIC CABLE WARNING MARKER NUMBER 06546, 15.61 M (51.2 FT) NORTH
 AJ7731'OF THE
 AJ7731'CENTERLINE OF THE HIGHWAY, 5.49 M (18.0 FT) WEST OF THE EXTENDED
 AJ7731'CENTERLINE OF
 AJ7731'A GRAVELED ROAD, 4.27 M (14.0 FT) SOUTH OF THE SOUTH EDGE OF A CANAL,
 AJ7731'AND 3.17
 AJ7731'M (10.4 FT) SOUTH OF A CARSONITE WITNESS POST.  THE MARK IS A DISK SET
 AJ7731'FLUSH IN
 AJ7731'THE TOP OF A ROCK OUTCROP FLUSH WITH THE LEVEL OF THE GROUND AND ABOUT
 AJ7731'0.76 M
 AJ7731'(2.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AJ7731' 
 AJ7731'NOTE - A MAGNET WAS BURIED 6 CM (0.2 FT) BELOW THE LEVEL OF THE
 AJ7731'GROUND, ABOUT
 AJ7731'0.30 M (1.0 FT) SOUTH OF THE MARK.
 AJ7731' 
 AJ7731' 
 AJ7731'
 AJ7731
 AJ7731                          STATION RECOVERY (2002)
 AJ7731
 AJ7731'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7731'THE MARK IS ABOUT 116.5 KM (72.36 MI) SOUTHEAST OF NAPLES, ABOUT 45.2
 AJ7731'KM (28.08
 AJ7731'MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AJ7731'DEPARTMENT
 AJ7731'OF TRANSPORTATION.
 AJ7731' 
 AJ7731'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7731'TRAIL) AND
 AJ7731'THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST MIAMI), GO
 AJ7731'WEST ON
 AJ7731'U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO ITS INTERSECTION
 AJ7731'WITH STATE
 AJ7731'ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41 24.6 KM (15.29 MI) TO
 AJ7731'CONCRETE WEIR
 AJ7731'STRUCTURE S12C, CONTINUE WEST ON U.S. HIGHWAY 41 2.5 KM (1.56 MI) TO A
 AJ7731'GRAVEL
 AJ7731'ROAD LEADING SOUTH TO A SMALL CONCRETE ATT TELEPHONE BUILDING IN A
 AJ7731'FENCED AREA
 AJ7731'ON THE LEFT AND THE MARK ON THE RIGHT.
 AJ7731' 
 AJ7731'THE MARK IS 1.8 KM (1.09 MI) EAST ON U.S. HIGHWAY 41 FROM WEIR
 AJ7731'STRUCTURE S12B,
 AJ7731'33.83 M (111.0 FT) EAST OF (PARALLEL WITH HIGHWAY) QWEST
 AJ7731'COMMUNICATIONS BURIED
 AJ7731'FIBER OPTIC CABLE WARNING MARKER NUMBER 06546, 15.61 M (51.2 FT) NORTH
 AJ7731'OF THE
 AJ7731'CENTERLINE OF THE HIGHWAY, 5.49 M (18.0 FT) WEST OF THE EXTENDED
 AJ7731'CENTERLINE OF
 AJ7731'A GRAVELED ROAD, 4.27 M (14.0 FT) SOUTH OF THE SOUTH EDGE OF A CANAL,
 AJ7731'AND 3.17
 AJ7731'M (10.4 FT) SOUTH OF A CARSONITE WITNESS POST.  THE MARK IS A DISK SET
 AJ7731'FLUSH IN
 AJ7731'THE TOP OF A ROCK OUTCROP FLUSH WITH THE LEVEL OF THE GROUND AND ABOUT
 AJ7731'0.76 M
 AJ7731'(2.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AJ7731' 
 AJ7731'NOTE - A MAGNET WAS BURIED 6 CM (0.2 FT) BELOW THE LEVEL OF THE
 AJ7731'GROUND, ABOUT
 AJ7731'0.30 M (1.0 FT) SOUTH OF THE MARK.
 AJ7731' 
 AJ7731' 
 AJ7731'STATION RECOVERY (2002)
 AJ7731'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AJ7731'RECOVERED AS DESCRIBED.
 AJ7731' 
 AJ7731' 
 AJ7731'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8861 ***********************************************************************
 AJ8861  DESIGNATION -  B 547
 AJ8861  PID         -  AJ8861
 AJ8861  STATE/COUNTY-  FL/MARTIN
 AJ8861  USGS QUAD   -  BIG MOUND NORTH (1970)
 AJ8861
 AJ8861                         *CURRENT SURVEY CONTROL
 AJ8861  ___________________________________________________________________
 AJ8861* NAD 83(1999)-  26 59 41.79720(N)    080 25 45.69943(W)     ADJUSTED  
 AJ8861* NAVD 88     -         7.608  (meters)      24.96   (feet)  ADJUSTED  
 AJ8861  ___________________________________________________________________
 AJ8861  X           -     945,560.837 (meters)                     COMP
 AJ8861  Y           -  -5,607,966.695 (meters)                     COMP
 AJ8861  Z           -   2,877,707.733 (meters)                     COMP
 AJ8861  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AJ8861  ELLIP HEIGHT-         -19.03  (meters)          (12/12/02) GPS OBS
 AJ8861  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AJ8861  DYNAMIC HT  -           7.597 (meters)      24.92  (feet)  COMP
 AJ8861  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AJ8861
 AJ8861  HORZ ORDER  -  FIRST
 AJ8861  VERT ORDER  -  FIRST     CLASS II
 AJ8861  ELLP ORDER  -  THIRD     CLASS I
 AJ8861
 AJ8861.The horizontal coordinates were established by GPS observations
 AJ8861.and adjusted by the National Geodetic Survey in December 2002..
 AJ8861
 AJ8861.The orthometric height was determined by differential leveling
 AJ8861.and adjusted by the National Geodetic Survey in May 2002..
 AJ8861
 AJ8861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8861
 AJ8861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8861
 AJ8861.The ellipsoidal height was determined by GPS observations
 AJ8861.and is referenced to NAD 83.
 AJ8861
 AJ8861.The geoid height was determined by GEOID03.
 AJ8861
 AJ8861.The dynamic height is computed by dividing the NAVD 88
 AJ8861.geopotential number by the normal gravity value computed on the
 AJ8861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8861.degrees latitude (g = 980.6199 gals.).
 AJ8861
 AJ8861.The modeled gravity was interpolated from observed gravity values.
 AJ8861
 AJ8861;                    North         East     Units Scale Factor Converg.
 AJ8861;SPC FL E     -   294,971.852   256,638.472   MT  0.99998076   +0 15 32.5
 AJ8861;SPC FL E     -   967,753.48    841,988.05   sFT  0.99998076   +0 15 32.5
 AJ8861;UTM  17      - 2,986,003.191   556,619.147   MT  0.99963957   +0 15 32.5
 AJ8861
 AJ8861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8861!SPC FL E     -   1.00000299  x   0.99998076  =   0.99998375
 AJ8861!UTM  17      -   1.00000299  x   0.99963957  =   0.99964256
 AJ8861
 AJ8861                          SUPERSEDED SURVEY CONTROL
 AJ8861
 AJ8861  NAVD 88 (12/12/02)    7.61   (m)           25.0    (f) LEVELING    3  
 AJ8861
 AJ8861.Superseded values are not recommended for survey control.
 AJ8861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8861.See file dsdata.txt to determine how the superseded data were derived.
 AJ8861
 AJ8861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK5661986003(NAD 83)
 AJ8861_MARKER: DD = SURVEY DISK
 AJ8861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8861_STAMPING: B 547 2001 CERP
 AJ8861_MARK LOGO: USE   
 AJ8861_PROJECTION: RECESSED 10 CENTIMETERS
 AJ8861_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8861+STABILITY: SURFACE MOTION
 AJ8861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8861+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 AJ8861
 AJ8861  HISTORY     - Date     Condition        Report By
 AJ8861  HISTORY     - 20011003 MONUMENTED       MOREKL
 AJ8861  HISTORY     - 20020418 GOOD             MAPTEC
 AJ8861
 AJ8861                          STATION DESCRIPTION
 AJ8861
 AJ8861'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8861'THE STATION IS LOCATED ABOUT 41.9 KM (26.0 MILES) NORTHEAST OF BELLE
 AJ8861'GLADE, ABOUT 33.8 KM
 AJ8861'(21.0 MILES) WEST NORTHWEST OF JUPITER, ABOUT 6.2 KM (3.8 MILES)
 AJ8861'SOUTHEAST OF INDIANTOWN
 AJ8861'IN SECTION 16, TOWNSHIP 40 SOUTH, RANGE 39 EAST.
 AJ8861' 
 AJ8861'OWNERSHIP  MARTIN COUNTY (STATE ROAD 710 RIGHT OF WAY)
 AJ8861' 
 AJ8861'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 76 AND STATE
 AJ8861'ROAD 710 AT THE
 AJ8861'BRIDGE OVER STATE ROAD 76 AND THE ST. LUCIE CANAL, GO EAST ON STATE
 AJ8861'ROAD 710 FOR 3.1 KM
 AJ8861'(1.9 MILES) TO THE MARK OF THE LEFT.
 AJ8861' 
 AJ8861'THE MARK IS 30.6 METERS (100.5 FEET) SOUTHWEST OF A WOOD UTILITY POLE,
 AJ8861'26.7 METERS (87.5
 AJ8861'FEET) SOUTHEAST OF A 10 INCH CABBAGE PALM, 28.0 METERS (92.0 FEET)
 AJ8861'SOUTH OF A CARSONITE
 AJ8861'WITNESS POST, 6.4 METERS (21.0 FEET) NORTH OF THE CENTER LINE OF STATE
 AJ8861'ROAD 710.
 AJ8861' 
 AJ8861'NOTE  A MAGNET WAS PLACED 0.18 METERS (0.6 FEET) SOUTH OF AND 0.03
 AJ8861'METERS (0.10 FEET)
 AJ8861'BELOW THE MARK.
 AJ8861' 
 AJ8861' 
 AJ8861'
 AJ8861
 AJ8861                          STATION RECOVERY (2002)
 AJ8861
 AJ8861'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ8861'THE STATION IS LOCATED ABOUT 41.9 KM (26.0 MILES) NORTHEAST OF BELLE
 AJ8861'GLADE, ABOUT 33.8 KM
 AJ8861'(21.0 MILES) WEST NORTHWEST OF JUPITER, ABOUT 6.2 KM (3.8 MILES)
 AJ8861'SOUTHEAST OF INDIANTOWN
 AJ8861'IN SECTION 16, TOWNSHIP 40 SOUTH, RANGE 39 EAST.
 AJ8861' 
 AJ8861'OWNERSHIP  MARTIN COUNTY (STATE ROAD 710 RIGHT OF WAY)
 AJ8861' 
 AJ8861'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 76 AND STATE
 AJ8861'ROAD 710 AT THE
 AJ8861'BRIDGE OVER STATE ROAD 76 AND THE ST. LUCIE CANAL, GO EAST ON STATE
 AJ8861'ROAD 710 FOR 3.1 KM
 AJ8861'(1.9 MILES) TO THE MARK OF THE LEFT.
 AJ8861' 
 AJ8861'THE MARK IS 30.6 METERS (100.5 FEET) SOUTHWEST OF A WOOD UTILITY POLE,
 AJ8861'26.7 METERS (87.5
 AJ8861'FEET) SOUTHEAST OF A 10 INCH CABBAGE PALM, 28.0 METERS (92.0 FEET)
 AJ8861'SOUTH OF A CARSONITE
 AJ8861'WITNESS POST, 6.4 METERS (21.0 FEET) NORTH OF THE CENTER LINE OF STATE
 AJ8861'ROAD 710.
 AJ8861' 
 AJ8861'NOTE  A MAGNET WAS PLACED 0.18 METERS (0.6 FEET) SOUTH OF AND 0.03
 AJ8861'METERS (0.10 FEET)
 AJ8861'BELOW THE MARK.
 AJ8861' 
 AJ8861'STATION RECOVERY (2002)
 AJ8861'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP). RECOVERED AS
 AJ8861'DESCRIBED.
 AJ8861'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8881 ***********************************************************************
 AJ8881  DESIGNATION -  B 548
 AJ8881  PID         -  AJ8881
 AJ8881  STATE/COUNTY-  FL/PALM BEACH
 AJ8881  USGS QUAD   -  RIVIERA BEACH (1983)
 AJ8881
 AJ8881                         *CURRENT SURVEY CONTROL
 AJ8881  ___________________________________________________________________
 AJ8881* NAD 83(1999)-  26 47 17.65040(N)    080 07 10.86709(W)     ADJUSTED  
 AJ8881* NAVD 88     -         5.510  (meters)      18.08   (feet)  ADJUSTED  
 AJ8881  ___________________________________________________________________
 AJ8881  X           -     977,634.407 (meters)                     COMP
 AJ8881  Y           -  -5,612,978.102 (meters)                     COMP
 AJ8881  Z           -   2,857,280.040 (meters)                     COMP
 AJ8881  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AJ8881  ELLIP HEIGHT-         -21.04  (meters)          (12/12/02) GPS OBS
 AJ8881  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AJ8881  DYNAMIC HT  -           5.502 (meters)      18.05  (feet)  COMP
 AJ8881  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 AJ8881
 AJ8881  HORZ ORDER  -  FIRST
 AJ8881  VERT ORDER  -  FIRST     CLASS II
 AJ8881  ELLP ORDER  -  THIRD     CLASS I
 AJ8881
 AJ8881.The horizontal coordinates were established by GPS observations
 AJ8881.and adjusted by the National Geodetic Survey in December 2002..
 AJ8881
 AJ8881.The orthometric height was determined by differential leveling
 AJ8881.and adjusted by the National Geodetic Survey in May 2002..
 AJ8881
 AJ8881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8881
 AJ8881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8881
 AJ8881.The ellipsoidal height was determined by GPS observations
 AJ8881.and is referenced to NAD 83.
 AJ8881
 AJ8881.The geoid height was determined by GEOID03.
 AJ8881
 AJ8881.The dynamic height is computed by dividing the NAVD 88
 AJ8881.geopotential number by the normal gravity value computed on the
 AJ8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8881.degrees latitude (g = 980.6199 gals.).
 AJ8881
 AJ8881.The modeled gravity was interpolated from observed gravity values.
 AJ8881
 AJ8881;                    North         East     Units Scale Factor Converg.
 AJ8881;SPC FL E     -   272,244.704   287,535.522   MT  1.00003574   +0 23 48.4
 AJ8881;SPC FL E     -   893,189.50    943,356.13   sFT  1.00003574   +0 23 48.4
 AJ8881;UTM  17      - 2,963,283.796   587,505.655   MT  0.99969453   +0 23 48.4
 AJ8881
 AJ8881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8881!SPC FL E     -   1.00000331  x   1.00003574  =   1.00003905
 AJ8881!UTM  17      -   1.00000331  x   0.99969453  =   0.99969783
 AJ8881
 AJ8881                          SUPERSEDED SURVEY CONTROL
 AJ8881
 AJ8881  NAVD 88 (12/12/02)    5.51   (m)           18.1    (f) LEVELING    3  
 AJ8881
 AJ8881.Superseded values are not recommended for survey control.
 AJ8881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8881.See file dsdata.txt to determine how the superseded data were derived.
 AJ8881
 AJ8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8750663284(NAD 83)
 AJ8881_MARKER: F = FLANGE-ENCASED ROD
 AJ8881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8881_STAMPING: B 548 CERP 2001
 AJ8881_MARK LOGO: NONE  
 AJ8881_PROJECTION: RECESSED 15 CENTIMETERS
 AJ8881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8881+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002
 AJ8881_ROD/PIPE-DEPTH: 21.9 meters
 AJ8881
 AJ8881  HISTORY     - Date     Condition        Report By
 AJ8881  HISTORY     - 20011101 MONUMENTED       MOREKL
 AJ8881  HISTORY     - 20020419 GOOD             MAPTEC
 AJ8881
 AJ8881                          STATION DESCRIPTION
 AJ8881
 AJ8881'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8881'THE STATION IS LOCATED ABOUT 56.6 KM (35.1 MILES) EAST NORTHEAST OF
 AJ8881'BELLE GLADE, ABOUT 17.2
 AJ8881'KM (10.7 MILES) SOUTH SOUTHWEST OF JUPITER, ABOUT 44.5 KM (27.7 MILES)
 AJ8881'SOUTHEAST OF
 AJ8881'INDIANTOWN IN SECTION 26, TOWNSHIP 42 SOUTH, RANGE 42 EAST.
 AJ8881' 
 AJ8881'OWNERSHIP  PALM BEACH COUNTY (STATE ROAD 710 RIGHT OF WAY).
 AJ8881' 
 AJ8881'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND COUNTY
 AJ8881'ROAD 809A
 AJ8881'(NORTHLAKE BLVD.), GO WEST ON COUNTY ROAD 809A FOR 5.5 KM (3.4 MILES)
 AJ8881'TO THE INTERSECTION
 AJ8881'OF COUNTY ROAD 809A AND STATE ROAD 710, TURN LEFT AND GO SOUTHEAST ON
 AJ8881'STATE ROAD 710
 AJ8881'FOR 4.2 KM (2.6 MILES) TO THE MARK ON THE LEFT.
 AJ8881' 
 AJ8881'THE MARK IS 21.2 METERS (69.5 FEET) SOUTHWEST OF A CONCRETE LIGHT
 AJ8881'POLE, 11.5 METERS (37.7
 AJ8881'FEET) SOUTH OF A CARSONITE WITNESS POST, 5.1 METERS (16.7 FEET)
 AJ8881'SOUTHWEST OF A METAL
 AJ8881'ROADWAY INFORMATION SIGN, 5.7 METERS (18.6 FEET) NORTHEAST OF A PK
 AJ8881'NAIL AND DISK LB4298
 AJ8881'SET IN THE NORTH EDGE OF PAVEMENT OF STATE ROAD 710, 4.7 METERS (15.5
 AJ8881'FEET) NORTHWEST OF
 AJ8881'A PK NAIL AND DISK LB4298 SET IN THE NORTH EDGE OF PAVEMENT OF STATE
 AJ8881'ROAD 710 AND 2.7
 AJ8881'METERS (8.8 FEET) NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE ROAD
 AJ8881'710. ACCESS TO THE
 AJ8881'DATUM POINT (TOP OF A STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH
 AJ8881'LOGO CAP.
 AJ8881' 
 AJ8881'NOTE  A MAGNET WAS PLACED INSIDE THE PVC ENCASEMENT.
 AJ8881' 
 AJ8881'
 AJ8881
 AJ8881                          STATION RECOVERY (2002)
 AJ8881
 AJ8881'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ8881'THE STATION IS LOCATED ABOUT 56.6 KM (35.1 MILES) EAST NORTHEAST OF
 AJ8881'BELLE GLADE, ABOUT 17.2
 AJ8881'KM (10.7 MILES) SOUTH SOUTHWEST OF JUPITER, ABOUT 44.5 KM (27.7 MILES)
 AJ8881'SOUTHEAST OF
 AJ8881'INDIANTOWN IN SECTION 26, TOWNSHIP 42 SOUTH, RANGE 42 EAST.
 AJ8881' 
 AJ8881'OWNERSHIP  PALM BEACH COUNTY (STATE ROAD 710 RIGHT OF WAY).
 AJ8881' 
 AJ8881'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND COUNTY
 AJ8881'ROAD 809A
 AJ8881'(NORTHLAKE BLVD.), GO WEST ON COUNTY ROAD 809A FOR 5.5 KM (3.4 MILES)
 AJ8881'TO THE INTERSECTION
 AJ8881'OF COUNTY ROAD 809A AND STATE ROAD 710, TURN LEFT AND GO SOUTHEAST ON
 AJ8881'STATE ROAD 710
 AJ8881'FOR 4.2 KM (2.6 MILES) TO THE MARK ON THE LEFT.
 AJ8881' 
 AJ8881'THE MARK IS 21.2 METERS (69.5 FEET) SOUTHWEST OF A CONCRETE LIGHT
 AJ8881'POLE, 11.5 METERS (37.7
 AJ8881'FEET) SOUTH OF A CARSONITE WITNESS POST, 5.1 METERS (16.7 FEET)
 AJ8881'SOUTHWEST OF A METAL
 AJ8881'ROADWAY INFORMATION SIGN, 5.7 METERS (18.6 FEET) NORTHEAST OF A PK
 AJ8881'NAIL AND DISK LB4298
 AJ8881'SET IN THE NORTH EDGE OF PAVEMENT OF STATE ROAD 710, 4.7 METERS (15.5
 AJ8881'FEET) NORTHWEST OF
 AJ8881'A PK NAIL AND DISK LB4298 SET IN THE NORTH EDGE OF PAVEMENT OF STATE
 AJ8881'ROAD 710 AND 2.7
 AJ8881'METERS (8.8 FEET) NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE ROAD
 AJ8881'710. ACCESS TO THE
 AJ8881'DATUM POINT (TOP OF A STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH
 AJ8881'LOGO CAP.
 AJ8881' 
 AJ8881'NOTE  A MAGNET WAS PLACED INSIDE THE PVC ENCASEMENT.
 AJ8881' 
 AJ8881'STATION RECOVERY (2002)
 AJ8881'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP). RECOVERED AS
 AJ8881'DESCRIBED.
 AJ8881' 
 AJ8881'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0037 ***********************************************************************
 AK0037  DESIGNATION -  B 55
 AK0037  PID         -  AK0037
 AK0037  STATE/COUNTY-  FL/LAKE
 AK0037  USGS QUAD   -  MASCOTTE (1969)
 AK0037
 AK0037                         *CURRENT SURVEY CONTROL
 AK0037  ___________________________________________________________________
 AK0037* NAD 83(1986)-  28 34 35.     (N)    081 55 36.     (W)     SCALED    
 AK0037* NAVD 88     -        31.948  (meters)     104.82   (feet)  ADJUSTED  
 AK0037  ___________________________________________________________________
 AK0037  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AK0037  DYNAMIC HT  -          31.902 (meters)     104.67  (feet)  COMP
 AK0037  MODELED GRAV-     979,210.2   (mgal)                       NAVD 88
 AK0037
 AK0037  VERT ORDER  -  SECOND    CLASS 0
 AK0037
 AK0037.The horizontal coordinates were scaled from a topographic map and have
 AK0037.an estimated accuracy of +/- 6 seconds.
 AK0037
 AK0037.The orthometric height was determined by differential leveling
 AK0037.and adjusted by the National Geodetic Survey in June 1991..
 AK0037
 AK0037.The geoid height was determined by GEOID03.
 AK0037
 AK0037.The dynamic height is computed by dividing the NAVD 88
 AK0037.geopotential number by the normal gravity value computed on the
 AK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0037.degrees latitude (g = 980.6199 gals.).
 AK0037
 AK0037.The modeled gravity was interpolated from observed gravity values.
 AK0037
 AK0037;                    North         East    Units  Estimated Accuracy
 AK0037;SPC FL E     -   470,430.      109,340.      MT  (+/- 180 meters Scaled)
 AK0037
 AK0037                          SUPERSEDED SURVEY CONTROL
 AK0037
 AK0037  NGVD 29 (??/??/92)   32.210  (m)          105.68   (f) ADJ UNCH    2 0
 AK0037
 AK0037.Superseded values are not recommended for survey control.
 AK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0037.See file dsdata.txt to determine how the superseded data were derived.
 AK0037
 AK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM093614(NAD 83)
 AK0037_MARKER: DB = BENCH MARK DISK
 AK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0037_STAMPING: B-55-1934
 AK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0037+STABILITY: SURFACE MOTION
 AK0037
 AK0037  HISTORY     - Date     Condition        Report By
 AK0037  HISTORY     - 1934     MONUMENTED       CGS
 AK0037  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK0037
 AK0037                          STATION DESCRIPTION
 AK0037
 AK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AK0037'2.4 MI W FROM MASCOTTE.
 AK0037'B-55 IS LOCATED 2.4 MILES WEST OF THE RAILROAD STATION, AT
 AK0037'POINT WHERE DIRT ROAD CROSSES TRACK AT AN ACUTE ANGLE, 55 FT.
 AK0037'SOUTH OF CENTERLINE OF STATE RD. NO. 22, 40.9 FT. NORTH OF
 AK0037'NORTH RAIL OF TRACK, 34 FT. NORTHWEST OF CENTERLINE OF ROAD
 AK0037'THAT CROSSES TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE
 AK0037'POST 7 IN HIGH.
 AK0037
 AK0037                          STATION RECOVERY (1997)
 AK0037
 AK0037'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8139 ***********************************************************************
 AD8139  DESIGNATION -  B 55
 AD8139  PID         -  AD8139
 AD8139  STATE/COUNTY-  FL/BROWARD
 AD8139  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8139
 AD8139                         *CURRENT SURVEY CONTROL
 AD8139  ___________________________________________________________________
 AD8139* NAD 83(1986)-  26 20 00.     (N)    080 41 07.     (W)     SCALED    
 AD8139* NAVD 88     -         3.826  (meters)      12.55   (feet)  ADJUSTED  
 AD8139  ___________________________________________________________________
 AD8139  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AD8139  DYNAMIC HT  -           3.820 (meters)      12.53  (feet)  COMP
 AD8139  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 AD8139
 AD8139  VERT ORDER  -  FIRST     CLASS II
 AD8139
 AD8139.The horizontal coordinates were scaled from a topographic map and have
 AD8139.an estimated accuracy of +/- 6 seconds.
 AD8139
 AD8139.The orthometric height was determined by differential leveling
 AD8139.and adjusted by the National Geodetic Survey in September 1992..
 AD8139
 AD8139.The geoid height was determined by GEOID03.
 AD8139
 AD8139.The dynamic height is computed by dividing the NAVD 88
 AD8139.geopotential number by the normal gravity value computed on the
 AD8139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8139.degrees latitude (g = 980.6199 gals.).
 AD8139
 AD8139.The modeled gravity was interpolated from observed gravity values.
 AD8139
 AD8139;                    North         East    Units  Estimated Accuracy
 AD8139;SPC FL E     -   221,580.      231,420.      MT  (+/- 180 meters Scaled)
 AD8139
 AD8139                          SUPERSEDED SURVEY CONTROL
 AD8139
 AD8139  NGVD 29 (09/01/92)    4.267  (m)           14.00   (f) ADJUSTED    1 2
 AD8139
 AD8139.Superseded values are not recommended for survey control.
 AD8139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8139.See file dsdata.txt to determine how the superseded data were derived.
 AD8139
 AD8139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK314126(NAD 83)
 AD8139_MARKER: DD = SURVEY DISK
 AD8139_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8139_SP_SET: FOOTING
 AD8139_STAMPING: B 55 BM SFWM
 AD8139_MARK LOGO: SFLWMD
 AD8139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8139+STABILITY: POSITION/ELEVATION WELL
 AD8139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8139+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8139
 AD8139  HISTORY     - Date     Condition        Report By
 AD8139  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8139  HISTORY     - 19920316 GOOD             NGS
 AD8139
 AD8139                          STATION DESCRIPTION
 AD8139
 AD8139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8139'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8139'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 14.8 KM
 AD8139'(9.20 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8139'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 37, 38.5 M (126.3
 AD8139'FT) NORTH OF THE CENTER OF THE ROAD, 4.7 M (15.4 FT) WEST OF THE
 AD8139'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8139'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0036 ***********************************************************************
 AK0036  DESIGNATION -  B 55 RESET 1939
 AK0036  PID         -  AK0036
 AK0036  STATE/COUNTY-  FL/LAKE
 AK0036  USGS QUAD   -  MASCOTTE (1969)
 AK0036
 AK0036                         *CURRENT SURVEY CONTROL
 AK0036  ___________________________________________________________________
 AK0036* NAD 83(1986)-  28 34 36.     (N)    081 55 36.     (W)     SCALED    
 AK0036* NAVD 88     -        32.15   (meters)     105.5    (feet)  RESET     
 AK0036  ___________________________________________________________________
 AK0036  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AK0036
 AK0036  VERT ORDER  -  THIRD
 AK0036
 AK0036.The horizontal coordinates were scaled from a topographic map and have
 AK0036.an estimated accuracy of +/- 6 seconds.
 AK0036
 AK0036.The orthometric height was computed from unverified reset data.
 AK0036.No vertical observational check was made to the station.
 AK0036
 AK0036.The geoid height was determined by GEOID03.
 AK0036
 AK0036;                    North         East    Units  Estimated Accuracy
 AK0036;SPC FL E     -   470,460.      109,340.      MT  (+/- 180 meters Scaled)
 AK0036
 AK0036                          SUPERSEDED SURVEY CONTROL
 AK0036
 AK0036  NGVD 29 (??/??/??)   32.41   (m)          106.3    (f) RESET       3  
 AK0036
 AK0036.Superseded values are not recommended for survey control.
 AK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0036.See file dsdata.txt to determine how the superseded data were derived.
 AK0036
 AK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM093614(NAD 83)
 AK0036_MARKER: DB = BENCH MARK DISK
 AK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0036_STAMPING: B 55 RESET 1939
 AK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0036+STABILITY: SURFACE MOTION
 AK0036
 AK0036  HISTORY     - Date     Condition        Report By
 AK0036  HISTORY     - 1939     MONUMENTED       CGS
 AK0036  HISTORY     - 1959     MARK NOT FOUND   NGS
 AK0036  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK0036
 AK0036                          STATION DESCRIPTION
 AK0036
 AK0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK0036'2.4 MI W FROM MASCOTTE.
 AK0036'2.4 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 AK0036'STATION AT MASCOTTE, LAKE COUNTY, NEAR A COUNTY-ROAD CROSSING,
 AK0036'40.9 FEET NORTH OF THE NORTH RAIL, WEST OF THE COUNTY ROAD,
 AK0036'AND 55 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 22.  SET
 AK0036'IN THE TOP OF A CONCRETE POST.
 AK0036
 AK0036                          STATION RECOVERY (1997)
 AK0036
 AK0036'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF7114 ***********************************************************************
 DF7114  DESIGNATION -  B 553
 DF7114  PID         -  DF7114
 DF7114  STATE/COUNTY-  FL/NASSAU
 DF7114  USGS QUAD   -  HILLIARD NE (1990)
 DF7114
 DF7114                         *CURRENT SURVEY CONTROL
 DF7114  ___________________________________________________________________
 DF7114* NAD 83(1986)-  30 38 52.     (N)    081 47 22.     (W)     SCALED    
 DF7114* NAVD 88     -         4.602  (meters)      15.10   (feet)  ADJUSTED  
 DF7114  ___________________________________________________________________
 DF7114  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DF7114  DYNAMIC HT  -           4.596 (meters)      15.08  (feet)  COMP
 DF7114  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 DF7114
 DF7114  VERT ORDER  -  SECOND    CLASS I
 DF7114
 DF7114.The horizontal coordinates were scaled from a topographic map and have
 DF7114.an estimated accuracy of +/- 6 seconds.
 DF7114
 DF7114.The orthometric height was determined by differential leveling
 DF7114.and adjusted by the National Geodetic Survey in May 2004..
 DF7114
 DF7114.The geoid height was determined by GEOID03.
 DF7114
 DF7114.The dynamic height is computed by dividing the NAVD 88
 DF7114.geopotential number by the normal gravity value computed on the
 DF7114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7114.degrees latitude (g = 980.6199 gals.).
 DF7114
 DF7114.The modeled gravity was interpolated from observed gravity values.
 DF7114
 DF7114;                    North         East    Units  Estimated Accuracy
 DF7114;SPC FL E     -   699,940.      124,330.      MT  (+/- 180 meters Scaled)
 DF7114
 DF7114                          SUPERSEDED SURVEY CONTROL
 DF7114
 DF7114.No superseded survey control is available for this station.
 DF7114
 DF7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP243908(NAD 83)
 DF7114_MARKER: DD = SURVEY DISK
 DF7114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7114_STAMPING: B 553 2001
 DF7114_MARK LOGO: FLDEP 
 DF7114_PROJECTION: FLUSH
 DF7114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7114+STABILITY: SURFACE MOTION
 DF7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7114+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 DF7114
 DF7114  HISTORY     - Date     Condition        Report By
 DF7114  HISTORY     - 20010823 MONUMENTED       FLDEP
 DF7114
 DF7114                          STATION DESCRIPTION
 DF7114
 DF7114'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DF7114'THE MARK IS ABOUT 9.3 MI SOUTHEAST OF KINGS FERRY, 7.0 MI NORTH OF
 DF7114'CALLAHAN, IN SECTION 27, TOWNSHIP 3 NORTH, RANGE 25 EAST.
 DF7114' 
 DF7114'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND MUSSEL WHITE
 DF7114'ROAD NORTH OF CALLAHAN, GO NORTHEAST ON MUSSEL WHITE ROAD FOR 4.0 MI
 DF7114'TO THE JUNCTION OF MIDDLE ROAD (STATE ROAD 121A) ON THE LEFT, TURN
 DF7114'LEFT ON MIDDLE ROAD (STATE ROAD 12A) AND GO NORTH FOR 0.95 MI TO THE
 DF7114'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DF7114'WITH THE GROUND AND ABOUT LEVEL WITH MIDDLE ROAD.
 DF7114' 
 DF7114'LOCATED 215.0 FT NORTHWEST OF AND ACROSS MIDDLE ROAD FROM A ROAD
 DF7114'LEADING EAST, 77.7 FT SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE
 DF7114'WITH 1 GUY WIRE ATTACHED, 33.8 FT WEST OF MIDDLE ROAD AND 1.0 FT EAST
 DF7114'OF A CARSONITE WITNESS POST.
 DF7114' 
 DF7114'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF7114'MONUMENT.
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114' 
 DF7114'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8398 ***********************************************************************
 DF8398  DESIGNATION -  B 554
 DF8398  PID         -  DF8398
 DF8398  STATE/COUNTY-  FL/OKEECHOBEE
 DF8398  USGS QUAD   -  TAYLOR CREEK SW (1972)
 DF8398
 DF8398                         *CURRENT SURVEY CONTROL
 DF8398  ___________________________________________________________________
 DF8398* NAD 83(1986)-  27 16 57.     (N)    080 57 41.     (W)     SCALED    
 DF8398* NAVD 88     -        10.716  (meters)      35.16   (feet)  ADJUSTED  
 DF8398  ___________________________________________________________________
 DF8398  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DF8398  DYNAMIC HT  -          10.700 (meters)      35.10  (feet)  COMP
 DF8398  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 DF8398
 DF8398  VERT ORDER  -  SECOND    CLASS I
 DF8398
 DF8398.The horizontal coordinates were scaled from a topographic map and have
 DF8398.an estimated accuracy of +/- 6 seconds.
 DF8398
 DF8398.The orthometric height was determined by differential leveling
 DF8398.and adjusted by the National Geodetic Survey in May 2004..
 DF8398
 DF8398.The geoid height was determined by GEOID03.
 DF8398
 DF8398.The dynamic height is computed by dividing the NAVD 88
 DF8398.geopotential number by the normal gravity value computed on the
 DF8398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8398.degrees latitude (g = 980.6199 gals.).
 DF8398
 DF8398.The modeled gravity was interpolated from observed gravity values.
 DF8398
 DF8398;                    North         East    Units  Estimated Accuracy
 DF8398;SPC FL E     -   326,710.      203,820.      MT  (+/- 180 meters Scaled)
 DF8398
 DF8398                          SUPERSEDED SURVEY CONTROL
 DF8398
 DF8398.No superseded survey control is available for this station.
 DF8398
 DF8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL038177(NAD 83)
 DF8398_MARKER: DD = SURVEY DISK
 DF8398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8398_STAMPING: B 554 2001
 DF8398_MARK LOGO: FLDEP 
 DF8398_PROJECTION: RECESSED 10 CENTIMETERS
 DF8398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8398+STABILITY: SURFACE MOTION
 DF8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8398+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DF8398
 DF8398  HISTORY     - Date     Condition        Report By
 DF8398  HISTORY     - 20010907 MONUMENTED       FLDEP
 DF8398
 DF8398                          STATION DESCRIPTION
 DF8398
 DF8398'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF8398'THE MARK IS ABOUT 11.9 MI NORTHWEST OF OKEECHOBEE, IN SECTION 5,
 DF8398'TOWNSHIP 37 SOUTH,
 DF8398'RANGE 34 EAST.
 DF8398' 
 DF8398'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (PARROTT
 DF8398'STREET) AND STATE
 DF8398'ROAD 70 (PARK STREET) IN OKEECHOBEE, GO WEST ON STATE ROAD 70 (U.S.
 DF8398'HIGHWAY 98, PARK
 DF8398'STREET) FOR 8.1 MI TO THE JUNCTION OF NORTHWEST 128TH AVENUE ON THE
 DF8398'RIGHT (COUNTY ROAD
 DF8398'599), TURN RIGHT ON NORTHWEST 128TH AVENUE AND GO NORTH FOR 2.65 MI TO
 DF8398'THE MARK ON THE
 DF8398'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT
 DF8398'BELOW THE LEVEL OF
 DF8398'THE GROUND AND BELOW THE LEVEL OF NORTHWEST 128TH AVENUE.
 DF8398' 
 DF8398'LOCATED 87.3 FT SOUTH OF A 20-INCH PALM TREE, 50.0 FT EAST OF THE
 DF8398'CENTERLINE OF NORTHWEST
 DF8398'128TH AVENUE, 2.5 FT WEST OF A BARBED WIRE FENCE AND 2.0 FT WEST OF A
 DF8398'CARSONITE WITNESS
 DF8398'POST.
 DF8398' 
 DF8398'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF8398'MONUMENT.
 DF8398'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8357 ***********************************************************************
 DF8357  DESIGNATION -  B 555
 DF8357  PID         -  DF8357
 DF8357  STATE/COUNTY-  FL/OKEECHOBEE
 DF8357  USGS QUAD   -  BASINGER (1972)
 DF8357
 DF8357                         *CURRENT SURVEY CONTROL
 DF8357  ___________________________________________________________________
 DF8357* NAD 83(1986)-  27 25 44.     (N)    081 06 57.     (W)     SCALED    
 DF8357* NAVD 88     -        14.822  (meters)      48.63   (feet)  ADJUSTED  
 DF8357  ___________________________________________________________________
 DF8357  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DF8357  DYNAMIC HT  -          14.800 (meters)      48.56  (feet)  COMP
 DF8357  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 DF8357
 DF8357  VERT ORDER  -  SECOND    CLASS I
 DF8357
 DF8357.The horizontal coordinates were scaled from a topographic map and have
 DF8357.an estimated accuracy of +/- 6 seconds.
 DF8357
 DF8357.The orthometric height was determined by differential leveling
 DF8357.and adjusted by the National Geodetic Survey in May 2004..
 DF8357
 DF8357.The geoid height was determined by GEOID03.
 DF8357
 DF8357.The dynamic height is computed by dividing the NAVD 88
 DF8357.geopotential number by the normal gravity value computed on the
 DF8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8357.degrees latitude (g = 980.6199 gals.).
 DF8357
 DF8357.The modeled gravity was interpolated from observed gravity values.
 DF8357
 DF8357;                    North         East    Units  Estimated Accuracy
 DF8357;SPC FL E     -   342,930.      188,550.      MT  (+/- 180 meters Scaled)
 DF8357
 DF8357                          SUPERSEDED SURVEY CONTROL
 DF8357
 DF8357.No superseded survey control is available for this station.
 DF8357
 DF8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML885339(NAD 83)
 DF8357_MARKER: DD = SURVEY DISK
 DF8357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8357_STAMPING: B 555 2001
 DF8357_MARK LOGO: FLDEP 
 DF8357_PROJECTION: FLUSH
 DF8357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8357+STABILITY: SURFACE MOTION
 DF8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8357+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2001
 DF8357
 DF8357  HISTORY     - Date     Condition        Report By
 DF8357  HISTORY     - 20011005 MONUMENTED       FLDEP
 DF8357  HISTORY     - 20050608 GOOD             MACTEC
 DF8357
 DF8357                          STATION DESCRIPTION
 DF8357
 DF8357'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF8357'THE MARK IS ABOUT 23.7 MI NORTHWEST OF OKEECHOBEE, 6.0 MI NORTHWEST OF
 DF8357'BASINGER, ON
 DF8357'NORTHWEST 160TH DRIVE, IN SECTION 15, TOWNSHIP 35 SOUTH, RANGE 32
 DF8357'EAST.
 DF8357' 
 DF8357'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT
 DF8357'STREET) AND U.S.
 DF8357'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON
 DF8357'U.S. HIGHWAY 98
 DF8357'(STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI TO THE JUNCTION OF U.S.
 DF8357'HIGHWAY 98 NORTH ON
 DF8357'THE RIGHT, TURN RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65
 DF8357'MI TO THE
 DF8357'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI
 DF8357'TO THE JUNCTION
 DF8357'OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S.
 DF8357'HIGHWAY 98 FOR
 DF8357'1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE (COUNTY ROAD 700-A)
 DF8357'ON THE RIGHT,
 DF8357'CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 1.7 MI TO THE JUNCTION
 DF8357'OF NORTHWEST
 DF8357'203RD AVENUE (MICCO BLUFF ROAD) ON THE RIGHT, TURN RIGHT ON NORTHWEST
 DF8357'203RD AVENUE
 DF8357'(MICCO BLUFF ROAD) AND GO NORTH-NORTHWESTERLY FOR 0.2 MI TO THE
 DF8357'JUNCTION OF NORTHWEST
 DF8357'160TH DRIVE (MICCO BLUFF ROAD, COUNTY ROAD 68), TURN LEFT ON NORTHWEST
 DF8357'160TH DRIVE
 DF8357'(MICCO BLUFF ROAD, COUNTY ROAD 68) AND GO WEST-NORTHWESTERLY FOR 5.85
 DF8357'MI TO THE MARK
 DF8357'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DF8357'THE GROUND AND
 DF8357'ABOUT 0.5 FT ABOVE THE LEVEL OF NORTHWEST 160TH DRIVE.
 DF8357' 
 DF8357'LOCATED 33.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, 18.6
 DF8357'FT WEST OF THE
 DF8357'CENTER OF A GATE, 10.0 FT WEST OF A BARBWIRE FENCE LEADING SOUTH, 1.1
 DF8357'FT NORTH OF A
 DF8357'BARBWIRE FENCE AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 DF8357' 
 DF8357'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF8357'MONUMENT.
 DF8357' 
 DF8357' 
 DF8357' 
 DF8357' 
 DF8357' 
 DF8357'
 DF8357
 DF8357                          STATION RECOVERY (2005)
 DF8357
 DF8357'RECOVERY NOTE BY MACTEC ENGINEERING AND CONSULTING 2005 (CBG)
 DF8357'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE5383 ***********************************************************************
 DE5383  DESIGNATION -  B 556
 DE5383  PID         -  DE5383
 DE5383  STATE/COUNTY-  FL/PALM BEACH
 DE5383  USGS QUAD   -  SHAWANO (1979)
 DE5383
 DE5383                         *CURRENT SURVEY CONTROL
 DE5383  ___________________________________________________________________
 DE5383* NAD 83(1986)-  26 34 05.     (N)    080 31 15.     (W)     SCALED    
 DE5383* NAVD 88     -         5.035  (meters)      16.52   (feet)  ADJUSTED  
 DE5383  ___________________________________________________________________
 DE5383  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DE5383  DYNAMIC HT  -           5.027 (meters)      16.49  (feet)  COMP
 DE5383  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 DE5383
 DE5383  VERT ORDER  -  FIRST     CLASS II
 DE5383
 DE5383.The horizontal coordinates were scaled from a topographic map and have
 DE5383.an estimated accuracy of +/- 6 seconds.
 DE5383
 DE5383.The orthometric height was determined by differential leveling
 DE5383.and adjusted by the National Geodetic Survey in June 2002..
 DE5383
 DE5383.The geoid height was determined by GEOID03.
 DE5383
 DE5383.The dynamic height is computed by dividing the NAVD 88
 DE5383.geopotential number by the normal gravity value computed on the
 DE5383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5383.degrees latitude (g = 980.6199 gals.).
 DE5383
 DE5383.The modeled gravity was interpolated from observed gravity values.
 DE5383
 DE5383;                    North         East    Units  Estimated Accuracy
 DE5383;SPC FL E     -   247,640.      247,740.      MT  (+/- 180 meters Scaled)
 DE5383
 DE5383                          SUPERSEDED SURVEY CONTROL
 DE5383
 DE5383.No superseded survey control is available for this station.
 DE5383
 DE5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK477386(NAD 83)
 DE5383_MARKER: DD = SURVEY DISK
 DE5383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE5383_SP_SET: BRIDGE ABUTMENT
 DE5383_STAMPING: B 556 2001
 DE5383_MARK LOGO: FLDEP 
 DE5383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5383+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 DE5383
 DE5383  HISTORY     - Date     Condition        Report By
 DE5383  HISTORY     - 20011030 MONUMENTED       FLDEP
 DE5383
 DE5383                          STATION DESCRIPTION
 DE5383
 DE5383'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE5383'THE MARK IS ABOUT 12.7 MI SOUTHEAST OF BELLE GLADE, ON THE SOUTHWEST
 DE5383'SIDE OF BROWN'S
 DE5383'FARM ROAD (STATE ROAD 827), IN SECTION 11, TOWNSHIP 45 SOUTH, RANGE 38
 DE5383'EAST.
 DE5383' 
 DE5383'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 DE5383'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 DE5383'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 DE5383'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST AVENUE E) FOR 0.5 MI TO A
 DE5383'SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND GO SOUTHEAST ON STATE
 DE5383'ROAD 880 (STATE ROAD 80) FOR 5.4 MI TO THE JUNCTION OF BROWN'S FARM
 DE5383'ROAD (STATE ROAD 827) ON THE RIGHT (JUST BEFORE REACHING A BRIDGE OVER
 DE5383'THE HILLSBORO CANAL AT SIXMILE BEND), BEAR RIGHT ON BROWN'S FARM ROAD
 DE5383'(STATE ROAD 827) AND GO SOUTHEASTERLY ALONG THE SOUTHWEST SIDE OF THE
 DE5383'HILLSBORO CANAL FOR 1.4 MI TO THE JUNCTION OF THE BOLLES CANAL (LEVEE
 DE5383'L-16) ON THE RIGHT, CONTINUE SOUTHWEST ON BROWN'S FARM ROAD (STATE
 DE5383'ROAD 827) FOR 5.25 MI TO THE JUNCTION OF A ROAD ON THE LEFT AND A PUMP
 DE5383'HOUSE AND THE MARK ON THE LEFT,
 DE5383'SET FLUSH IN THE TOP OF THE NORTHWEST BRIDGE ABUTMENT AND ABOUT LEVEL
 DE5383'WITH BROWN'S FARM ROAD (STATE ROAD 827).
 DE5383' 
 DE5383'LOCATED 29.0 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF BROWN'S
 DE5383'FARM ROAD, 24.4 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DE5383'THE BRIDGE AND 9.2 FT EAST OF THE EAST END OF A METAL GUARDRAIL.
 DE5383'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ8946 ***********************************************************************
 AJ8946  DESIGNATION -  B 557
 AJ8946  PID         -  AJ8946
 AJ8946  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8946  USGS QUAD   -  FORTYMILE BEND (1995)
 AJ8946
 AJ8946                         *CURRENT SURVEY CONTROL
 AJ8946  ___________________________________________________________________
 AJ8946* NAD 83(1986)-  25 45 37.     (N)    080 51 35.     (W)     SCALED    
 AJ8946* NAVD 88     -         2.504  (meters)       8.22   (feet)  ADJUSTED  
 AJ8946  ___________________________________________________________________
 AJ8946  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AJ8946  DYNAMIC HT  -           2.500 (meters)       8.20  (feet)  COMP
 AJ8946  MODELED GRAV-     979,023.4   (mgal)                       NAVD 88
 AJ8946
 AJ8946  VERT ORDER  -  FIRST     CLASS II
 AJ8946
 AJ8946.The horizontal coordinates were scaled from a topographic map and have
 AJ8946.an estimated accuracy of +/- 6 seconds.
 AJ8946
 AJ8946.The orthometric height was determined by differential leveling
 AJ8946.and adjusted by the National Geodetic Survey in June 2002..
 AJ8946.No vertical observational check was made to the station.
 AJ8946
 AJ8946.The geoid height was determined by GEOID03.
 AJ8946
 AJ8946.The dynamic height is computed by dividing the NAVD 88
 AJ8946.geopotential number by the normal gravity value computed on the
 AJ8946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8946.degrees latitude (g = 980.6199 gals.).
 AJ8946
 AJ8946.The modeled gravity was interpolated from observed gravity values.
 AJ8946
 AJ8946;                    North         East    Units  Estimated Accuracy
 AJ8946;SPC FL E     -   158,070.      214,070.      MT  (+/- 180 meters Scaled)
 AJ8946
 AJ8946                          SUPERSEDED SURVEY CONTROL
 AJ8946
 AJ8946.No superseded survey control is available for this station.
 AJ8946
 AJ8946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ140491(NAD 83)
 AJ8946_MARKER: F = FLANGE-ENCASED ROD
 AJ8946_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8946+WITH SETTING: INFORMATION.
 AJ8946_STAMPING: B 557 2001
 AJ8946_MARK LOGO: NGS   
 AJ8946_PROJECTION: FLUSH
 AJ8946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8946+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2001
 AJ8946_ROD/PIPE-DEPTH:  2.3 meters
 AJ8946
 AJ8946  HISTORY     - Date     Condition        Report By
 AJ8946  HISTORY     - 20011128 MONUMENTED       FLDEP
 AJ8946
 AJ8946                          STATION DESCRIPTION
 AJ8946
 AJ8946'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 AJ8946'THE MARK IS ABOUT 35.6 MI WEST OF MIAMI, 2.1 MI WEST OF FORTYMILE
 AJ8946'BEND, IN ESTIMATED
 AJ8946'SECTION 19, TOWNSHIP 54 SOUTH, RANGE 35 EAST.
 AJ8946' 
 AJ8946'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 997 (KROME AVENUE
 AJ8946'SW 177TH AVE)
 AJ8946'AND U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW 8TH STREET) ABOUT 10.0 MILES
 AJ8946'SOUTHWEST OF HIALEAH,
 AJ8946'GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW 8TH STREET) FOR 21.2 MI
 AJ8946'TO FLOOD CONTROL
 AJ8946'STRUCTURE S-12A, CONTINUE WEST ON U.S. HIGHWAY 41 FOR 0.35 MI TO THE
 AJ8946'JUNCTION OF LOOP
 AJ8946'ROAD (STATE HIGHWAY 94) ON THE LEFT, TURN LEFT ON LOOP ROAD (STATE
 AJ8946'HIGHWAY 94) AND GO
 AJ8946'SOUTH THEN WEST FOR 2.1 MI TO THE MARK ON THE RIGHT, A STAINLESS STEEL
 AJ8946'ROD DRIVEN TO
 AJ8946'REFUSAL AT A DEPTH OF 7.5 FT WITH A NGS LOGO CAP RECESSED 0.3 FT BELOW
 AJ8946'THE LEVEL OF
 AJ8946'THE GROUND AND BELOW THE LEVEL OF LOOP ROAD, THE DATUM POINT IS
 AJ8946'RECESSED 0.5 FT BELOW
 AJ8946'THE LEVEL OF THE NGS LOGO CAP.
 AJ8946' 
 AJ8946'LOCATED 182.5 FT WEST OF THE NORTHWEST CORNER OF A BRIDGE, 177.3 FT
 AJ8946'WEST OF THE WEST
 AJ8946'END OF A GUARDRAIL, 131.0 FT WEST OF FIBER OPTIC CABLE POST NUMBER
 AJ8946'06316, 20.2 FT NORTH OF
 AJ8946'THE APPROXIMATE CENTERLINE OF LOOP ROAD, 11.5 FT SOUTH OF THE EDGE OF
 AJ8946'THE CANAL AND 1.9
 AJ8946'FT SOUTH OF A CARSONITE WITNESS POST.
 AJ8946' 
 AJ8946'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AJ8946'MONUMENT.
 AJ8946' 
 AJ8946'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946' 
 AJ8946'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9087 ***********************************************************************
 DE9087  DESIGNATION -  B 558
 DE9087  PID         -  DE9087
 DE9087  STATE/COUNTY-  FL/MANATEE
 DE9087  USGS QUAD   -  DUETTE (1987)
 DE9087
 DE9087                         *CURRENT SURVEY CONTROL
 DE9087  ___________________________________________________________________
 DE9087* NAD 83(1986)-  27 34 13.     (N)    082 06 15.     (W)     SCALED    
 DE9087* NAVD 88     -        36.860  (meters)     120.93   (feet)  ADJUSTED  
 DE9087  ___________________________________________________________________
 DE9087  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DE9087  DYNAMIC HT  -          36.804 (meters)     120.75  (feet)  COMP
 DE9087  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 DE9087
 DE9087  VERT ORDER  -  SECOND    CLASS I
 DE9087
 DE9087.The horizontal coordinates were scaled from a topographic map and have
 DE9087.an estimated accuracy of +/- 6 seconds.
 DE9087
 DE9087.The orthometric height was determined by differential leveling
 DE9087.and adjusted by the National Geodetic Survey in May 2004..
 DE9087
 DE9087.The geoid height was determined by GEOID03.
 DE9087
 DE9087.The dynamic height is computed by dividing the NAVD 88
 DE9087.geopotential number by the normal gravity value computed on the
 DE9087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9087.degrees latitude (g = 980.6199 gals.).
 DE9087
 DE9087.The modeled gravity was interpolated from observed gravity values.
 DE9087
 DE9087;                    North         East    Units  Estimated Accuracy
 DE9087;SPC FL W     -   358,600.      189,710.      MT  (+/- 180 meters Scaled)
 DE9087
 DE9087                          SUPERSEDED SURVEY CONTROL
 DE9087
 DE9087.No superseded survey control is available for this station.
 DE9087
 DE9087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL910500(NAD 83)
 DE9087_MARKER: F = FLANGE-ENCASED ROD
 DE9087_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE9087_STAMPING: B 558 2001
 DE9087_MARK LOGO: NGS   
 DE9087_PROJECTION: FLUSH
 DE9087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9087+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 DE9087_ROD/PIPE-DEPTH: 17.5 meters
 DE9087
 DE9087  HISTORY     - Date     Condition        Report By
 DE9087  HISTORY     - 20011213 MONUMENTED       FLDEP
 DE9087
 DE9087                          STATION DESCRIPTION
 DE9087
 DE9087'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DE9087'THE MARK IS ABOUT 21.0 MI EAST OF PARRISH, 16.0 MI SOUTHWEST OF
 DE9087'WAUCHULA, IN SECTION 33,
 DE9087'TOWNSHIP 33 SOUTH, RANGE 22 EAST.
 DE9087' 
 DE9087'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9087'62 IN PARRISH, GO
 DE9087'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9087'ON THE LEFT,
 DE9087'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9087'ROAD ON THE LEFT,
 DE9087'CONTINUE EAST ON STATE ROAD 62 FOR 8.8 MI TO THE JUNCTION OF COUNTY
 DE9087'ROAD 39 ON THE LEFT,
 DE9087'CONTINUE EAST ON STATE ROAD 62 FOR 2.1 MI TO THE JUNCTION OF STATE
 DE9087'ROAD 37 ON THE LEFT,
 DE9087'CONTINUE EAST ON STATE ROAD 62 FOR 0.9 MI TO THE JUNCTION OF DUETTE
 DE9087'ROAD ON THE RIGHT,
 DE9087'TURN RIGHT ON DUETTE ROAD AND GO SOUTH FOR 1.25 MI TO THE MARK ON THE
 DE9087'LEFT, A STAINLESS
 DE9087'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 57.5 FT WITH A NGS LOGO CAP
 DE9087'FLUSH WITH THE
 DE9087'GROUND AND LEVEL WITH THE ROAD, THE DATUM POINT IS RECESSED 0.5 FT
 DE9087'BELOW THE LEVEL OF
 DE9087'THE NGS LOGO CAP.
 DE9087' 
 DE9087'LOCATED 82.5 FT EAST NORTHEAST OF POWER POLE NUMBER 16-163-19, 31.8 FT
 DE9087'EAST OF THE
 DE9087'APPROXIMATE CENTERLINE OF DUETTE ROAD, 20.0 FT EAST OF THE EAST EDGE
 DE9087'OF THE PAVEMENT,
 DE9087'6.8 FT EAST-SOUTHWEST OF THE BARB WIRE FENCE CORNER, 1.8 FT WEST OF
 DE9087'THE BARB WIRE FENCE
 DE9087'AND 1.3 FT WEST OF A CARSONITE WITNESS POST.
 DE9087' 
 DE9087'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DE9087' 
 DE9087'NOTE A MAGNET WAS SET IN THE GROUND 0.3 FT SOUTH OF THE MONUMENT.
 DE9087'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8652 ***********************************************************************
 DE8652  DESIGNATION -  B 559
 DE8652  PID         -  DE8652
 DE8652  STATE/COUNTY-  FL/MANATEE
 DE8652  USGS QUAD   -  BRADENTON (1987)
 DE8652
 DE8652                         *CURRENT SURVEY CONTROL
 DE8652  ___________________________________________________________________
 DE8652* NAD 83(1986)-  27 29 40.     (N)    082 32 48.     (W)     SCALED    
 DE8652* NAVD 88     -         3.905  (meters)      12.81   (feet)  ADJUSTED  
 DE8652  ___________________________________________________________________
 DE8652  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 DE8652  DYNAMIC HT  -           3.899 (meters)      12.79  (feet)  COMP
 DE8652  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 DE8652
 DE8652  VERT ORDER  -  SECOND    CLASS I
 DE8652
 DE8652.The horizontal coordinates were scaled from a topographic map and have
 DE8652.an estimated accuracy of +/- 6 seconds.
 DE8652
 DE8652.The orthometric height was determined by differential leveling
 DE8652.and adjusted by the National Geodetic Survey in May 2004..
 DE8652
 DE8652.The geoid height was determined by GEOID03.
 DE8652
 DE8652.The dynamic height is computed by dividing the NAVD 88
 DE8652.geopotential number by the normal gravity value computed on the
 DE8652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8652.degrees latitude (g = 980.6199 gals.).
 DE8652
 DE8652.The modeled gravity was interpolated from observed gravity values.
 DE8652
 DE8652;                    North         East    Units  Estimated Accuracy
 DE8652;SPC FL W     -   350,310.      145,980.      MT  (+/- 180 meters Scaled)
 DE8652
 DE8652                          SUPERSEDED SURVEY CONTROL
 DE8652
 DE8652.No superseded survey control is available for this station.
 DE8652
 DE8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL472421(NAD 83)
 DE8652_MARKER: DD = SURVEY DISK
 DE8652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8652_STAMPING: B 559 2002
 DE8652_MARK LOGO: FLDEP 
 DE8652_PROJECTION: RECESSED 8 CENTIMETERS
 DE8652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8652+STABILITY: SURFACE MOTION
 DE8652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8652+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 DE8652
 DE8652  HISTORY     - Date     Condition        Report By
 DE8652  HISTORY     - 20020108 MONUMENTED       FLDEP
 DE8652
 DE8652                          STATION DESCRIPTION
 DE8652
 DE8652'DESCRIBED BY FL DEPT OF ENV PRO 2002 (PBM)
 DE8652'THE MARK IS ABOUT 2.0 MI EAST OF BRADENTON, IN SECTION 25, TOWNSHIP 34
 DE8652'SOUTH, RANGE 17
 DE8652'EAST.
 DE8652' 
 DE8652'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD
 DE8652'64 ON THE EAST
 DE8652'SIDE OF BRADENTON, GO WEST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR
 DE8652'4.75 MI TO THE
 DE8652'INTERSECTION OF 15TH STREET EAST (STATE ROAD 70 SOUTH), TURN LEFT ON
 DE8652'15TH STREET EAST
 DE8652'(STATE ROAD 70 SOUTH) AND GO SOUTH FOR 0.1 MI TO THE JUNCTION OF 6TH
 DE8652'AVENUE EAST ON THE
 DE8652'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DE8652'MONUMENT RECESSED
 DE8652'0.3 FT BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH 15TH STREET
 DE8652'EAST.
 DE8652' 
 DE8652'LOCATED 46.9 FT EAST OF THE APPROXIMATE CENTERLINE OF 15TH AVENUE
 DE8652'EAST, 28.3 FT SOUTH OF
 DE8652'THE APPROXIMATE CENTERLINE OF 15TH STREET EAST, 8.1 FT SOUTH OF THE
 DE8652'SOUTH EDGE OF THE
 DE8652'PAVEMENT OF 6TH STREET EAST, 7.8 FT NORTH OF THE NORTHWEST CORNER OF
 DE8652'THE PARKING
 DE8652'LOT OF MANATEE BAPTIST CHURCH, 5.2 FT SOUTH OF A CONCRETE POWER POLE
 DE8652'WITH A
 DE8652'TRANSFORMER NUMBER 51479528301 WITH 2 GUY WIRES ATTACHED AND 1.0 FT
 DE8652'WEST OF A
 DE8652'CARSONITE WITNESS POST.
 DE8652' 
 DE8652'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DE8652'MONUMENT.
 DE8652'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6464 ***********************************************************************
 AL6464  DESIGNATION -  B 56
 AL6464  PID         -  AL6464
 AL6464  STATE/COUNTY-  FL/POLK
 AL6464  USGS QUAD   -  SOCRUM (1993)
 AL6464
 AL6464                         *CURRENT SURVEY CONTROL
 AL6464  ___________________________________________________________________
 AL6464* NAD 83(1986)-  28 08 44.     (N)    082 02 41.     (W)     SCALED    
 AL6464* NAVD 88     -        35.204  (meters)     115.50   (feet)  ADJUSTED  
 AL6464  ___________________________________________________________________
 AL6464  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AL6464  DYNAMIC HT  -          35.152 (meters)     115.33  (feet)  COMP
 AL6464  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 AL6464
 AL6464  VERT ORDER  -  SECOND    CLASS 0
 AL6464
 AL6464.The horizontal coordinates were scaled from a topographic map and have
 AL6464.an estimated accuracy of +/- 6 seconds.
 AL6464
 AL6464.The orthometric height was determined by differential leveling
 AL6464.and adjusted by the National Geodetic Survey in June 1991..
 AL6464
 AL6464.The geoid height was determined by GEOID03.
 AL6464
 AL6464.The dynamic height is computed by dividing the NAVD 88
 AL6464.geopotential number by the normal gravity value computed on the
 AL6464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6464.degrees latitude (g = 980.6199 gals.).
 AL6464
 AL6464.The modeled gravity was interpolated from observed gravity values.
 AL6464
 AL6464;                    North         East    Units  Estimated Accuracy
 AL6464;SPC FL W     -   422,340.      195,610.      MT  (+/- 180 meters Scaled)
 AL6464
 AL6464                          SUPERSEDED SURVEY CONTROL
 AL6464
 AL6464  NGVD 29 (??/??/92)   35.474  (m)          116.38   (f) ADJ UNCH    2 0
 AL6464
 AL6464.Superseded values are not recommended for survey control.
 AL6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6464.See file dsdata.txt to determine how the superseded data were derived.
 AL6464
 AL6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM974137(NAD 83)
 AL6464_MARKER: DB = BENCH MARK DISK
 AL6464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6464_STAMPING: B 56 1934
 AL6464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6464+STABILITY: SURFACE MOTION
 AL6464
 AL6464  HISTORY     - Date     Condition        Report By
 AL6464  HISTORY     - 1934     MONUMENTED       CGS
 AL6464  HISTORY     - 1943     GOOD             NGS
 AL6464
 AL6464                          STATION DESCRIPTION
 AL6464
 AL6464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AL6464'2 MI NW FROM KATHLEEN.
 AL6464'ABOUT 2 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 AL6464'FROM THE STATION AT KATHLEEN, POLK COUNTY, ABOUT 403 YARDS
 AL6464'NORTHWEST OF MILEPOST 357, ABOUT 175 FEET NORTH OF A DOUBLE
 AL6464'36-INCH CONCRETE CULVERT, 97.5 FEET NORTHEAST OF THE NORTHEAST
 AL6464'RAIL, AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AL6464'DISK, STAMPED B 56 1934 AND SET IN THE TOP OF A CONCRETE POST
 AL6464'PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 AL6464
 AL6464                          STATION RECOVERY (1943)
 AL6464
 AL6464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AL6464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8137 ***********************************************************************
 AD8137  DESIGNATION -  B 56
 AD8137  PID         -  AD8137
 AD8137  STATE/COUNTY-  FL/BROWARD
 AD8137  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8137
 AD8137                         *CURRENT SURVEY CONTROL
 AD8137  ___________________________________________________________________
 AD8137* NAD 83(1986)-  26 20 02.     (N)    080 40 09.     (W)     SCALED    
 AD8137* NAVD 88     -         3.839  (meters)      12.60   (feet)  ADJUSTED  
 AD8137  ___________________________________________________________________
 AD8137  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AD8137  DYNAMIC HT  -           3.833 (meters)      12.58  (feet)  COMP
 AD8137  MODELED GRAV-     979,068.5   (mgal)                       NAVD 88
 AD8137
 AD8137  VERT ORDER  -  FIRST     CLASS II
 AD8137
 AD8137.The horizontal coordinates were scaled from a topographic map and have
 AD8137.an estimated accuracy of +/- 6 seconds.
 AD8137
 AD8137.The orthometric height was determined by differential leveling
 AD8137.and adjusted by the National Geodetic Survey in September 1992..
 AD8137
 AD8137.The geoid height was determined by GEOID03.
 AD8137
 AD8137.The dynamic height is computed by dividing the NAVD 88
 AD8137.geopotential number by the normal gravity value computed on the
 AD8137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8137.degrees latitude (g = 980.6199 gals.).
 AD8137
 AD8137.The modeled gravity was interpolated from observed gravity values.
 AD8137
 AD8137;                    North         East    Units  Estimated Accuracy
 AD8137;SPC FL E     -   221,650.      233,030.      MT  (+/- 180 meters Scaled)
 AD8137
 AD8137                          SUPERSEDED SURVEY CONTROL
 AD8137
 AD8137  NGVD 29 (09/01/92)    4.281  (m)           14.05   (f) ADJUSTED    1 2
 AD8137
 AD8137.Superseded values are not recommended for survey control.
 AD8137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8137.See file dsdata.txt to determine how the superseded data were derived.
 AD8137
 AD8137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK330127(NAD 83)
 AD8137_MARKER: DD = SURVEY DISK
 AD8137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8137_SP_SET: POWER POLE FOOTER
 AD8137_STAMPING: B 56 BM SFWM
 AD8137_MARK LOGO: SFLWMD
 AD8137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8137+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1996
 AD8137
 AD8137  HISTORY     - Date     Condition        Report By
 AD8137  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8137  HISTORY     - 19920316 GOOD             NGS
 AD8137  HISTORY     - 19961005 GOOD             FLDEP
 AD8137
 AD8137                          STATION DESCRIPTION
 AD8137
 AD8137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8137'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8137'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 13.6 KM
 AD8137'(8.45 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8137'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 33, 37.9 M (124.3
 AD8137'FT) NORTH OF THE CENTER OF THE ROAD, 4.6 M (15.1 FT) WEST OF THE
 AD8137'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8137'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8137
 AD8137                          STATION RECOVERY (1996)
 AD8137
 AD8137'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8137'THE MARK IS ABOUT 33.2 MI (53.4 KM) SOUTHEAST OF CLEWISTON, 24.1 MI
 AD8137'(38.8 KM) SOUTH OF BELLE GLADE IN SECTION 19, TOWNSHIP 47 SOUTH, RANGE
 AD8137'37 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE HARBOR, GO
 AD8137'SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL) FOR 0.65 MI
 AD8137'(1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY ON THE MIAMI
 AD8137'CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF ROGERS ROAD ON THE
 AD8137'RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD FOR 6.25 MI (10.06
 AD8137'KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT ON THE PAVED ROAD
 AD8137'AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST SIDE OF THE MIAMI
 AD8137'CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT ON THE DIRT LEVEE
 AD8137'ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12 KM) TO THE Y-JUNCTION OF
 AD8137'LEVEE ROAD NUMBER L-5 ON THE LEFT, TURN LEFT AND GO EAST ON LEVEE ROAD
 AD8137'NUMBER L-5 FOR 6.45 MI (10.38 KM) TO HIGH TENSION POWER POLE NUMBER 33
 AD8137'AND THE MARK ON THE LEFT, SET FLUSH IN THE CONCRETE FOOTER OF THE
 AD8137'SOUTHERNMOST LEG OF THE HIGH TENSION POWER LINE POLE NUMBER 33 AND
 AD8137'ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE GROUND. LOCATED 124.3 FT
 AD8137'(37.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE L-5 LEVEE ROAD,
 AD8137'15.1 FT (4.6 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIM TRACK
 AD8137'POWER LINE ACCESS ROAD, 0.3 FT (9.1 CM) SOUTH OF THE SOUTH SIDE OF THE
 AD8137'SOUTHERNMOST LEG OF HIGH TENSION POWER LINE POLE NUMBER 33 AND 0.3 FT
 AD8137'(9.1 CM) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8863 ***********************************************************************
 DE8863  DESIGNATION -  B 560
 DE8863  PID         -  DE8863
 DE8863  STATE/COUNTY-  FL/MANATEE
 DE8863  USGS QUAD   -  VERNA (1979)
 DE8863
 DE8863                         *CURRENT SURVEY CONTROL
 DE8863  ___________________________________________________________________
 DE8863* NAD 83(1986)-  27 27 27.     (N)    082 18 11.     (W)     SCALED    
 DE8863* NAVD 88     -        22.491  (meters)      73.79   (feet)  ADJUSTED  
 DE8863  ___________________________________________________________________
 DE8863  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DE8863  DYNAMIC HT  -          22.457 (meters)      73.68  (feet)  COMP
 DE8863  MODELED GRAV-     979,131.0   (mgal)                       NAVD 88
 DE8863
 DE8863  VERT ORDER  -  SECOND    CLASS I
 DE8863
 DE8863.The horizontal coordinates were scaled from a topographic map and have
 DE8863.an estimated accuracy of +/- 6 seconds.
 DE8863
 DE8863.The orthometric height was determined by differential leveling
 DE8863.and adjusted by the National Geodetic Survey in May 2004..
 DE8863
 DE8863.The geoid height was determined by GEOID03.
 DE8863
 DE8863.The dynamic height is computed by dividing the NAVD 88
 DE8863.geopotential number by the normal gravity value computed on the
 DE8863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8863.degrees latitude (g = 980.6199 gals.).
 DE8863
 DE8863.The modeled gravity was interpolated from observed gravity values.
 DE8863
 DE8863;                    North         East    Units  Estimated Accuracy
 DE8863;SPC FL W     -   346,130.      170,050.      MT  (+/- 180 meters Scaled)
 DE8863
 DE8863                          SUPERSEDED SURVEY CONTROL
 DE8863
 DE8863.No superseded survey control is available for this station.
 DE8863
 DE8863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL712377(NAD 83)
 DE8863_MARKER: DD = SURVEY DISK
 DE8863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8863_STAMPING: B 560 2002
 DE8863_MARK LOGO: FLDEP 
 DE8863_PROJECTION: FLUSH
 DE8863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8863+STABILITY: SURFACE MOTION
 DE8863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8863+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 DE8863
 DE8863  HISTORY     - Date     Condition        Report By
 DE8863  HISTORY     - 20020111 MONUMENTED       FLDEP
 DE8863
 DE8863                          STATION DESCRIPTION
 DE8863
 DE8863'DESCRIBED BY FL DEPT OF ENV PRO 2002 (PBM)
 DE8863'THE MARK IS ABOUT 15.6 MI EAST OF BRADENTON, IN SECTION 10, TOWNSHIP
 DE8863'35 SOUTH, RANGE 20
 DE8863'EAST.
 DE8863' 
 DE8863'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND STATE ROAD 64
 DE8863'ON THE EAST
 DE8863'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR
 DE8863'5.0 MI TO THE
 DE8863'JUNCTION OF LORRAINE ROAD ON THE RIGHT, CONTINUE EAST ON STATE ROAD 64
 DE8863'FOR 5.5 MI TO THE
 DE8863'JUNCTION OF COUNTY ROAD 675 SOUTH ON THE RIGHT, TURN RIGHT ON COUNTY
 DE8863'ROAD 675 AND GO
 DE8863'SOUTH FOR 1.2 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DE8863'CONCRETE MONUMENT
 DE8863'FLUSH WITH THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD
 DE8863'675 SOUTH.
 DE8863' 
 DE8863'LOCATED 41.2 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 675
 DE8863'SOUTH, 28.7 FT
 DE8863'EAST OF THE EDGE OF THE PAVEMENT OF COUNTY ROAD 675 SOUTH, 10.0 FT
 DE8863'SOUTH OF A 16-INCH OAK
 DE8863'TREE, 10.0 FT NORTH OF A 14-INCH OAK TREE, 1.4 FT WEST OF A BARB WIRE
 DE8863'FENCE AND 1.3 FT WEST
 DE8863'OF A CARSONITE WITNESS POST.
 DE8863' 
 DE8863'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DE8863'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AJ9051 ***********************************************************************
 AJ9051  DESIGNATION -  B 561
 AJ9051  PID         -  AJ9051
 AJ9051  STATE/COUNTY-  FL/PALM BEACH
 AJ9051  USGS QUAD   -  GREENACRES CITY (1983)
 AJ9051
 AJ9051                         *CURRENT SURVEY CONTROL
 AJ9051  ___________________________________________________________________
 AJ9051* NAD 83(1986)-  26 31 39.     (N)    080 12 20.     (W)     SCALED    
 AJ9051* NAVD 88     -         5.355  (meters)      17.57   (feet)  ADJUSTED  
 AJ9051  ___________________________________________________________________
 AJ9051  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AJ9051  DYNAMIC HT  -           5.347 (meters)      17.54  (feet)  COMP
 AJ9051  MODELED GRAV-     979,102.5   (mgal)                       NAVD 88
 AJ9051
 AJ9051  VERT ORDER  -  FIRST     CLASS II
 AJ9051
 AJ9051.The horizontal coordinates were scaled from a topographic map and have
 AJ9051.an estimated accuracy of +/- 6 seconds.
 AJ9051
 AJ9051.The orthometric height was determined by differential leveling
 AJ9051.and adjusted by the National Geodetic Survey in June 2002..
 AJ9051.No vertical observational check was made to the station.
 AJ9051
 AJ9051.The geoid height was determined by GEOID03.
 AJ9051
 AJ9051.The dynamic height is computed by dividing the NAVD 88
 AJ9051.geopotential number by the normal gravity value computed on the
 AJ9051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9051.degrees latitude (g = 980.6199 gals.).
 AJ9051
 AJ9051.The modeled gravity was interpolated from observed gravity values.
 AJ9051
 AJ9051;                    North         East    Units  Estimated Accuracy
 AJ9051;SPC FL E     -   243,300.      279,180.      MT  (+/- 180 meters Scaled)
 AJ9051
 AJ9051                          SUPERSEDED SURVEY CONTROL
 AJ9051
 AJ9051.No superseded survey control is available for this station.
 AJ9051
 AJ9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK791343(NAD 83)
 AJ9051_MARKER: F = FLANGE-ENCASED ROD
 AJ9051_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ9051_STAMPING: B 561 2002
 AJ9051_MARK LOGO: NGS   
 AJ9051_PROJECTION: FLUSH
 AJ9051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ9051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9051+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2002
 AJ9051_ROD/PIPE-DEPTH: 21.6 meters
 AJ9051
 AJ9051  HISTORY     - Date     Condition        Report By
 AJ9051  HISTORY     - 20020224 MONUMENTED       FLDEP
 AJ9051
 AJ9051                          STATION DESCRIPTION
 AJ9051
 AJ9051'DESCRIBED BY FL DEPT OF ENV PRO 2002 (PBM)
 AJ9051'THE MARK IS ABOUT 6.0 MI WEST OF BOYNTON BEACH, IN SECTION 24,
 AJ9051'TOWNSHIP 45 SOUTH, RANGE
 AJ9051'41 EAST.
 AJ9051' 
 AJ9051'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 AJ9051'ROAD 804 IN BOYNTON
 AJ9051'BEACH, GO WEST ON STATE ROAD 804 FOR 6.3 MI TO THE INTERSECTION OF THE
 AJ9051'FLORIDA TURNPIKE
 AJ9051'(STATE ROAD 91), CONTINUE WEST ON STATE ROAD 804 FOR 1.95 MI TO THE
 AJ9051'INTERSECTION OF U.S.
 AJ9051'HIGHWAY 441 (STATE ROAD 7) AND THE MARK ON THE RIGHT, ON THE NORTH
 AJ9051'SIDE OF STATE ROAD
 AJ9051'804 AND THE WEST SIDE OF U.S. HIGHWAY 441 (STATE ROAD 7), A STAINLESS
 AJ9051'STEEL ROD DRIVEN TO
 AJ9051'REFUSAL AT A DEPTH OF 71.0 FT WITH A NGS LOGO CAP FLUSH WITH THE
 AJ9051'GROUND AND ABOUT 2.0 FT
 AJ9051'BELOW THE LEVEL OF U.S. HIGHWAY 441 (STATE HIGHWAY 7), THE DATUM POINT
 AJ9051'IS RECESSED 0.4 FT
 AJ9051'BELOW THE LEVEL OF THE NGS LOGO CAP.
 AJ9051' 
 AJ9051'LOCATED 132.8 FT EAST OF THE CENTERLINE OF THE ENTRANCE ROAD, 129.0 FT
 AJ9051'WEST OF THE WEST
 AJ9051'EDGE OF U.S. HIGHWAY 441, 116.8 FT EAST OF THE EDGE OF THE PAVEMENT OF
 AJ9051'THE ENTRANCE ROAD
 AJ9051'LEADING INTO THE CITGO GAS STATION, 68.8 FT WEST OF THE WEST EDGE OF A
 AJ9051'CONCRETE
 AJ9051'SIDEWALK, 61.3 FT NORTH OF THE EDGE OF THE PAVEMENT OF STATE HIGHWAY
 AJ9051'804 WESTBOUND
 AJ9051'LANES, 56.4 FT WEST OF A POWER POLE, 15.7 FT WEST OF A POWER POLE WITH
 AJ9051'3 GUY WIRES
 AJ9051'ATTACHED, 1.5 FT SOUTH OF THE TOP OF A DITCH AND 1.2 FT SOUTH OF A
 AJ9051'CARSONITE WITNESS POST.
 AJ9051' 
 AJ9051'NOTE A MAGNET WAS IMBEDDED IN THE GROUND, 0.2 FT SOUTH OF THE
 AJ9051'MONUMENT.
 AJ9051' 
 AJ9051'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051' 
 AJ9051'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8677 ***********************************************************************
 DE8677  DESIGNATION -  B 562
 DE8677  PID         -  DE8677
 DE8677  STATE/COUNTY-  FL/MANATEE
 DE8677  USGS QUAD   -  MYAKKA HEAD (1987)
 DE8677
 DE8677                         *CURRENT SURVEY CONTROL
 DE8677  ___________________________________________________________________
 DE8677* NAD 83(1986)-  27 26 42.     (N)    082 06 54.     (W)     SCALED    
 DE8677* NAVD 88     -        24.157  (meters)      79.26   (feet)  ADJUSTED  
 DE8677  ___________________________________________________________________
 DE8677  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DE8677  DYNAMIC HT  -          24.121 (meters)      79.14  (feet)  COMP
 DE8677  MODELED GRAV-     979,135.6   (mgal)                       NAVD 88
 DE8677
 DE8677  VERT ORDER  -  SECOND    CLASS I
 DE8677
 DE8677.The horizontal coordinates were scaled from a topographic map and have
 DE8677.an estimated accuracy of +/- 6 seconds.
 DE8677
 DE8677.The orthometric height was determined by differential leveling
 DE8677.and adjusted by the National Geodetic Survey in May 2004..
 DE8677.No vertical observational check was made to the station.
 DE8677
 DE8677.The geoid height was determined by GEOID03.
 DE8677
 DE8677.The dynamic height is computed by dividing the NAVD 88
 DE8677.geopotential number by the normal gravity value computed on the
 DE8677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8677.degrees latitude (g = 980.6199 gals.).
 DE8677
 DE8677.The modeled gravity was interpolated from observed gravity values.
 DE8677
 DE8677;                    North         East    Units  Estimated Accuracy
 DE8677;SPC FL W     -   344,720.      188,630.      MT  (+/- 180 meters Scaled)
 DE8677
 DE8677                          SUPERSEDED SURVEY CONTROL
 DE8677
 DE8677.No superseded survey control is available for this station.
 DE8677
 DE8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL898362(NAD 83)
 DE8677_MARKER: DD = SURVEY DISK
 DE8677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8677_STAMPING: B 562 2002
 DE8677_MARK LOGO: FLDEP 
 DE8677_PROJECTION: FLUSH
 DE8677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8677+STABILITY: SURFACE MOTION
 DE8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8677+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 DE8677
 DE8677  HISTORY     - Date     Condition        Report By
 DE8677  HISTORY     - 20020402 MONUMENTED       FLDEP
 DE8677
 DE8677                          STATION DESCRIPTION
 DE8677
 DE8677'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8677'THE MARK IS ABOUT 7.0 MI NORTH-NORTHEAST OF MYAKKA CITY, IN SECTION 9,
 DE8677'TOWNSHIP 35 SOUTH,
 DE8677'RANGE 22 EAST.
 DE8677' 
 DE8677'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DE8677'STATE ROAD 70 FOR 0.2
 DE8677'MI TO THE JUNCTION OF MYAKKA WAUCHULA ROAD, TURN LEFT ON MYAKKA
 DE8677'WAUCHULA ROAD AND
 DE8677'GO NORTH FOR 6.2 MI TO THE JUNCTION OF TAYLOR ROAD, CONTINUE NORTH ON
 DE8677'MYAKKA WAUCHULA
 DE8677'ROAD FOR 2.2 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DE8677'CONCRETE MONUMENT
 DE8677'FLUSH WITH THE GROUND AND LEVEL WITH MYAKKA WAUCHULA ROAD.
 DE8677' 
 DE8677'LOCATED 28.0 FT NORTH OF THE CENTER POST OF A METAL GATE, 27.9 FT
 DE8677'SOUTH-SOUTHEAST OF THE
 DE8677'APPROXIMATE CENTERLINE OF MYAKKA WAUCHULA ROAD, 21.4 FT EAST-NORTHEAST
 DE8677'OF THE
 DE8677'APPROXIMATE CENTERLINE OF A GRAVEL DRIVEWAY, 17.4 FT SOUTH-SOUTHEAST
 DE8677'OF THE EDGE OF
 DE8677'THE PAVEMENT OF MYAKKA WAUCHULA ROAD AND 0.7 FT NORTH-NORTHWEST OF A
 DE8677'CARSONITE
 DE8677'WITNESS POST.
 DE8677' 
 DE8677'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DE8677'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4284 ***********************************************************************
 DG4284  DESIGNATION -  B 563
 DG4284  PID         -  DG4284
 DG4284  STATE/COUNTY-  FL/OKEECHOBEE
 DG4284  USGS QUAD   -  TAYLOR CREEK SE (1972)
 DG4284
 DG4284                         *CURRENT SURVEY CONTROL
 DG4284  ___________________________________________________________________
 DG4284* NAD 83(1986)-  27 16 16.     (N)    080 49 49.     (W)     SCALED    
 DG4284* NAVD 88     -         7.288  (meters)      23.91   (feet)  ADJUSTED  
 DG4284  ___________________________________________________________________
 DG4284  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG4284  DYNAMIC HT  -           7.277 (meters)      23.87  (feet)  COMP
 DG4284  MODELED GRAV-     979,099.9   (mgal)                       NAVD 88
 DG4284
 DG4284  VERT ORDER  -  FIRST     CLASS II
 DG4284
 DG4284.The horizontal coordinates were scaled from a topographic map and have
 DG4284.an estimated accuracy of +/- 6 seconds.
 DG4284
 DG4284.The orthometric height was determined by differential leveling
 DG4284.and adjusted by the National Geodetic Survey in May 2004..
 DG4284
 DG4284.The geoid height was determined by GEOID03.
 DG4284
 DG4284.The dynamic height is computed by dividing the NAVD 88
 DG4284.geopotential number by the normal gravity value computed on the
 DG4284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4284.degrees latitude (g = 980.6199 gals.).
 DG4284
 DG4284.The modeled gravity was interpolated from observed gravity values.
 DG4284
 DG4284;                    North         East    Units  Estimated Accuracy
 DG4284;SPC FL E     -   325,450.      216,800.      MT  (+/- 180 meters Scaled)
 DG4284
 DG4284                          SUPERSEDED SURVEY CONTROL
 DG4284
 DG4284.No superseded survey control is available for this station.
 DG4284
 DG4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL167164(NAD 83)
 DG4284_MARKER: F = FLANGE-ENCASED ROD
 DG4284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4284_STAMPING: B 563 2002
 DG4284_MARK LOGO: NGS   
 DG4284_PROJECTION: FLUSH
 DG4284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4284+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 DG4284_ROD/PIPE-DEPTH: 24.2 meters
 DG4284
 DG4284  HISTORY     - Date     Condition        Report By
 DG4284  HISTORY     - 20020611 MONUMENTED       FLDEP
 DG4284
 DG4284                          STATION DESCRIPTION
 DG4284
 DG4284'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4284'THE MARK IS ABOUT 1.9 MI NORTH OF OKEECHOBEE, IN SECTION 9, TOWNSHIP
 DG4284'37 SOUTH, RANGE 35
 DG4284'EAST.
 DG4284' 
 DG4284'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 (U.S. HIGHWAY
 DG4284'98, PARK STREET)
 DG4284'AND U.S. HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE, GO NORTH ON U.S.
 DG4284'HIGHWAY 441
 DG4284'(PARROTT STREET) FOR 1.9 MI TO THE JUNCTION OF NORTHWEST 30TH LANE ON
 DG4284'THE LEFT AND THE
 DG4284'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DG4284'OF 79.3 FT WITH A
 DG4284'NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF
 DG4284'U.S. HIGHWAY
 DG4284'441, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS
 DG4284'LOGO CAP.
 DG4284' 
 DG4284'LOCATED 57.8 FT NORTH OF THE APPROXIMATE CENTERLINE OF NORTHWEST 30TH
 DG4284'LANE, 47.1 FT
 DG4284'WEST OF THE CENTERLINE OF U.S. HIGHWAY 441 AND 2.0 FT EAST OF A
 DG4284'CARSONITE WITNESS POST.
 DG4284' 
 DG4284'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG4284' 
 DG4284'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DG4284' 
 DG4284'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE8704 ***********************************************************************
 DE8704  DESIGNATION -  B 564
 DE8704  PID         -  DE8704
 DE8704  STATE/COUNTY-  FL/MANATEE
 DE8704  USGS QUAD   -  LORRAINE (1987)
 DE8704
 DE8704                         *CURRENT SURVEY CONTROL
 DE8704  ___________________________________________________________________
 DE8704* NAD 83(1986)-  27 26 17.     (N)    082 26 53.     (W)     SCALED    
 DE8704* NAVD 88     -        12.078  (meters)      39.63   (feet)  ADJUSTED  
 DE8704  ___________________________________________________________________
 DE8704  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DE8704  DYNAMIC HT  -          12.059 (meters)      39.56  (feet)  COMP
 DE8704  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 DE8704
 DE8704  VERT ORDER  -  SECOND    CLASS I
 DE8704
 DE8704.The horizontal coordinates were scaled from a topographic map and have
 DE8704.an estimated accuracy of +/- 6 seconds.
 DE8704
 DE8704.The orthometric height was determined by differential leveling
 DE8704.and adjusted by the National Geodetic Survey in May 2004..
 DE8704
 DE8704.The geoid height was determined by GEOID03.
 DE8704
 DE8704.The dynamic height is computed by dividing the NAVD 88
 DE8704.geopotential number by the normal gravity value computed on the
 DE8704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8704.degrees latitude (g = 980.6199 gals.).
 DE8704
 DE8704.The modeled gravity was interpolated from observed gravity values.
 DE8704
 DE8704;                    North         East    Units  Estimated Accuracy
 DE8704;SPC FL W     -   344,020.      155,700.      MT  (+/- 180 meters Scaled)
 DE8704
 DE8704                          SUPERSEDED SURVEY CONTROL
 DE8704
 DE8704.No superseded survey control is available for this station.
 DE8704
 DE8704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL568357(NAD 83)
 DE8704_MARKER: DD = SURVEY DISK
 DE8704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8704_STAMPING: B 564 2002
 DE8704_MARK LOGO: FLDEP 
 DE8704_PROJECTION: RECESSED 5 CENTIMETERS
 DE8704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8704+STABILITY: SURFACE MOTION
 DE8704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8704+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 DE8704
 DE8704  HISTORY     - Date     Condition        Report By
 DE8704  HISTORY     - 20020418 MONUMENTED       FLDEP
 DE8704
 DE8704                          STATION DESCRIPTION
 DE8704
 DE8704'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8704'THE MARK IS ABOUT 8.75 MI EAST OF BRADENTON, IN SECTION 13, TOWNSHIP
 DE8704'35 SOUTH, RANGE 18
 DE8704'EAST.
 DE8704' 
 DE8704'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 DE8704'ROAD 70 ABOUT 9.5 MI
 DE8704'SOUTHEAST OF BRADENTON, GO EAST ON STATE ROAD 70 FOR 0.8 MI TO THE
 DE8704'MARK ON THE LEFT, SET
 DE8704'IN TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF
 DE8704'THE GROUND
 DE8704'AND ABOUT 1.5 FT BELOW THE LEVEL OF STATE ROAD 70.
 DE8704' 
 DE8704'LOCATED 70.3 FT NORTHEAST OF AN INTERSTATE 75 JUNCTION SIGN, 51.5 FT
 DE8704'NORTH OF THE EDGE OF
 DE8704'THE PAVEMENT OF STATE ROAD 70, 12.6 FT NORTH OF A CONCRETE POWER POLE
 DE8704'NUMBER 55 8 AND
 DE8704'1.1 FT SOUTH OF A CARSONITE WITNESS POST.
 DE8704' 
 DE8704'NOTE A BAR MAGNET WAS BURIED 0.5 FT SOUTH OF THE MARK.
 DE8704'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE9096 ***********************************************************************
 DE9096  DESIGNATION -  B 565
 DE9096  PID         -  DE9096
 DE9096  STATE/COUNTY-  FL/MANATEE
 DE9096  USGS QUAD   -  RYE (1979)
 DE9096
 DE9096                         *CURRENT SURVEY CONTROL
 DE9096  ___________________________________________________________________
 DE9096* NAD 83(1986)-  27 36 01.     (N)    082 19 40.     (W)     SCALED    
 DE9096* NAVD 88     -        15.470  (meters)      50.75   (feet)  ADJUSTED  
 DE9096  ___________________________________________________________________
 DE9096  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 DE9096  DYNAMIC HT  -          15.447 (meters)      50.68  (feet)  COMP
 DE9096  MODELED GRAV-     979,139.8   (mgal)                       NAVD 88
 DE9096
 DE9096  VERT ORDER  -  SECOND    CLASS I
 DE9096
 DE9096.The horizontal coordinates were scaled from a topographic map and have
 DE9096.an estimated accuracy of +/- 6 seconds.
 DE9096
 DE9096.The orthometric height was determined by differential leveling
 DE9096.and adjusted by the National Geodetic Survey in May 2004..
 DE9096
 DE9096.The geoid height was determined by GEOID03.
 DE9096
 DE9096.The dynamic height is computed by dividing the NAVD 88
 DE9096.geopotential number by the normal gravity value computed on the
 DE9096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9096.degrees latitude (g = 980.6199 gals.).
 DE9096
 DE9096.The modeled gravity was interpolated from observed gravity values.
 DE9096
 DE9096;                    North         East    Units  Estimated Accuracy
 DE9096;SPC FL W     -   361,960.      167,640.      MT  (+/- 180 meters Scaled)
 DE9096
 DE9096                          SUPERSEDED SURVEY CONTROL
 DE9096
 DE9096.No superseded survey control is available for this station.
 DE9096
 DE9096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL689536(NAD 83)
 DE9096_MARKER: DD = SURVEY DISK
 DE9096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9096_STAMPING: B 565 2002
 DE9096_MARK LOGO: FLDEP 
 DE9096_PROJECTION: RECESSED 8 CENTIMETERS
 DE9096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9096+STABILITY: SURFACE MOTION
 DE9096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9096+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 DE9096
 DE9096  HISTORY     - Date     Condition        Report By
 DE9096  HISTORY     - 20020518 MONUMENTED       FLDEP
 DE9096
 DE9096                          STATION DESCRIPTION
 DE9096
 DE9096'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9096'THE MARK IS ABOUT 6.1 MI EAST OF PARRISH, IN SECTION 20, TOWNSHIP 33
 DE9096'SOUTH, RANGE 20 EAST.
 DE9096' 
 DE9096'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9096'62 AND IN
 DE9096'PARRISH, GO EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF
 DE9096'CORBETT JOHN ROAD ON
 DE9096'THE LEFT, CONTINUE EAST ON STATE ROAD 62 FOR 2.25 MI TO THE MARK ON
 DE9096'THE LEFT, SET IN THE
 DE9096'TOP OF A ROUND CONCRETE MONUMENT, RECESSED 0.3 FT BELOW THE LEVEL OF
 DE9096'THE GROUND AND
 DE9096'LEVEL WITH STATE ROAD 62.
 DE9096' 
 DE9096'LOCATED 159.0 FT WEST OF POWER POLE NUMBER 163-3, 59.5 FT NORTH OF THE
 DE9096'APPROXIMATE
 DE9096'CENTERLINE OF STATE ROAD 62, 48.5 FT NORTH OF THE EDGE OF THE PAVEMENT
 DE9096'OF STATE ROAD 62,
 DE9096'1.7 FT SOUTH OF THE BARB WIRE FENCE AND 1.7 FT SOUTH OF A CARSONITE
 DE9096'WITNESS POST.
 DE9096' 
 DE9096'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DE9096'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4304 ***********************************************************************
 DG4304  DESIGNATION -  B 566
 DG4304  PID         -  DG4304
 DG4304  STATE/COUNTY-  FL/LAKE
 DG4304  USGS QUAD   -  SANFORD SW (1970)
 DG4304
 DG4304                         *CURRENT SURVEY CONTROL
 DG4304  ___________________________________________________________________
 DG4304* NAD 83(1986)-  28 49 01.     (N)    081 29 35.     (W)     SCALED    
 DG4304* NAVD 88     -        17.253  (meters)      56.60   (feet)  ADJUSTED  
 DG4304  ___________________________________________________________________
 DG4304  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DG4304  DYNAMIC HT  -          17.229 (meters)      56.53  (feet)  COMP
 DG4304  MODELED GRAV-     979,235.6   (mgal)                       NAVD 88
 DG4304
 DG4304  VERT ORDER  -  SECOND    CLASS I
 DG4304
 DG4304.The horizontal coordinates were scaled from a topographic map and have
 DG4304.an estimated accuracy of +/- 6 seconds.
 DG4304
 DG4304.The orthometric height was determined by differential leveling
 DG4304.and adjusted by the National Geodetic Survey in May 2004..
 DG4304
 DG4304.The geoid height was determined by GEOID03.
 DG4304
 DG4304.The dynamic height is computed by dividing the NAVD 88
 DG4304.geopotential number by the normal gravity value computed on the
 DG4304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4304.degrees latitude (g = 980.6199 gals.).
 DG4304
 DG4304.The modeled gravity was interpolated from observed gravity values.
 DG4304
 DG4304;                    North         East    Units  Estimated Accuracy
 DG4304;SPC FL E     -   496,840.      151,880.      MT  (+/- 180 meters Scaled)
 DG4304
 DG4304                          SUPERSEDED SURVEY CONTROL
 DG4304
 DG4304.No superseded survey control is available for this station.
 DG4304
 DG4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM518878(NAD 83)
 DG4304_MARKER: DD = SURVEY DISK
 DG4304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4304_STAMPING: B 566 2002
 DG4304_MARK LOGO: FLDEP 
 DG4304_PROJECTION: FLUSH
 DG4304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4304+STABILITY: SURFACE MOTION
 DG4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4304+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DG4304
 DG4304  HISTORY     - Date     Condition        Report By
 DG4304  HISTORY     - 20020711 MONUMENTED       FLDEP
 DG4304
 DG4304                          STATION DESCRIPTION
 DG4304
 DG4304'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4304'THE MARK IS ABOUT 13.2 MI WEST OF SANFORD, 2.7 MI NORTHEAST MOUNT
 DG4304'PLYMOUTH, IN SECTION
 DG4304'23, TOWNSHIP 19 SOUTH, RANGE 28 EAST.
 DG4304' 
 DG4304'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 435 (MOUNT PLYMOUTH
 DG4304'ROAD), NILES
 DG4304'STREET AND STATE ROAD 46 (MAIN STREET) IN MOUNT PLYMOUTH, GO NORTHEAST
 DG4304'ON STATE ROAD
 DG4304'46 FOR 2.6 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DG4304'CONCRETE MONUMENT
 DG4304'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE ROAD 46.
 DG4304' 
 DG4304'LOCATED 195.5 FT EAST OF THE APPROXIMATE CENTERLINE OF OLD MCDONALD
 DG4304'ROAD, 28.0 FT SOUTH
 DG4304'OF THE CENTERLINE OF STATE ROAD 46, 2.0 FT NORTH OF A BARBWIRE FENCE
 DG4304'AND 1.5 FT NORTH OF A
 DG4304'CARSONITE WITNESS POST.
 DG4304' 
 DG4304'NOTE  A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG4304'MONUMENT.
 DG4304' 
 DG4304'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF8131 ***********************************************************************
 DF8131  DESIGNATION -  B 567
 DF8131  PID         -  DF8131
 DF8131  STATE/COUNTY-  FL/PALM BEACH
 DF8131  USGS QUAD   -  DEEM CITY (1974)
 DF8131
 DF8131                         *CURRENT SURVEY CONTROL
 DF8131  ___________________________________________________________________
 DF8131* NAD 83(1986)-  26 21 34.     (N)    080 31 19.     (W)     SCALED    
 DF8131* NAVD 88     -         4.801  (meters)      15.75   (feet)  ADJUSTED  
 DF8131  ___________________________________________________________________
 DF8131  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 DF8131  DYNAMIC HT  -           4.793 (meters)      15.72  (feet)  COMP
 DF8131  MODELED GRAV-     979,076.9   (mgal)                       NAVD 88
 DF8131
 DF8131  VERT ORDER  -  FIRST     CLASS II
 DF8131
 DF8131.The horizontal coordinates were scaled from a topographic map and have
 DF8131.an estimated accuracy of +/- 6 seconds.
 DF8131
 DF8131.The orthometric height was determined by differential leveling
 DF8131.and adjusted by the National Geodetic Survey in January 2004..
 DF8131
 DF8131.The geoid height was determined by GEOID03.
 DF8131
 DF8131.The dynamic height is computed by dividing the NAVD 88
 DF8131.geopotential number by the normal gravity value computed on the
 DF8131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8131.degrees latitude (g = 980.6199 gals.).
 DF8131
 DF8131.The modeled gravity was interpolated from observed gravity values.
 DF8131
 DF8131;                    North         East    Units  Estimated Accuracy
 DF8131;SPC FL E     -   224,520.      247,710.      MT  (+/- 180 meters Scaled)
 DF8131
 DF8131                          SUPERSEDED SURVEY CONTROL
 DF8131
 DF8131.No superseded survey control is available for this station.
 DF8131
 DF8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK476155(NAD 83)
 DF8131_MARKER: F = FLANGE-ENCASED ROD
 DF8131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF8131_STAMPING: B 567 2002
 DF8131_MARK LOGO: NGS   
 DF8131_PROJECTION: RECESSED 10 CENTIMETERS
 DF8131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8131+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 DF8131_ROD/PIPE-DEPTH:  3.2 meters
 DF8131
 DF8131  HISTORY     - Date     Condition        Report By
 DF8131  HISTORY     - 20020904 MONUMENTED       FLDEP
 DF8131
 DF8131                          STATION DESCRIPTION
 DF8131
 DF8131'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF8131'THE MARK IS ABOUT 21.2 MI SOUTH OF SOUTH BAY, 16.2 MI NORTH OF
 DF8131'ANDYTOWN, IN THE
 DF8131'LOXAHATCHEE NATIONAL WILDLIFE REFUGE CONSERVATION AREA, IN ESTIMATED
 DF8131'SECTION 14,
 DF8131'TOWNSHIP 47 SOUTH, RANGE 38 EAST.
 DF8131' 
 DF8131'TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 75 (STATE HIGHWAY
 DF8131'84 ALLIGATOR
 DF8131'ALLEY) AND U.S. HIGHWAY 27 UNDERPASS IN ANDYTOWN, GO NORTH ON U.S.
 DF8131'HIGHWAY 27 FOR 14.7 MI
 DF8131'TO THE PALM BEACH-BROWARD COUNTY LINE, CONTINUE NORTH ON U.S. HIGHWAY
 DF8131'27 FOR 0.1 MI TO
 DF8131'THE ENTRANCE TO SOUTH FLORIDA WATER MANAGEMENT DISTRICT PUMP STATION
 DF8131'ON THE RIGHT
 DF8131'(STRUCTURE S-7), TURN RIGHT AND GO EAST FOR APPROXIMATELY 80.0 FT TO A
 DF8131'SET OF LOCKED
 DF8131'GATES, PASSING THROUGH THE GATE ON THE LEFT, CONTINUE EAST ON THE
 DF8131'ENTRANCE ROAD FOR
 DF8131'0.1 MI TO THE TOP OF THE LEVEE, TURN LEFT ON THE LEVEE ROAD (L-6) AND
 DF8131'GO NORTHEAST FOR 0.05
 DF8131'MI TO THE END OF THE PAVEMENT, BEAR LEFT ON THE LIMEROCK ROAD AND GO
 DF8131'NORTHWEST FOR
 DF8131'0.05 MI TO THE JUNCTION OF AN EAST-WEST LIMEROCK ROAD ON THE NORTH
 DF8131'SIDE OF THE CANAL,
 DF8131'TURN RIGHT ON THE LIMEROCK ROAD AND GO NORTHEAST FOR 1.8 MI TO AN
 DF8131'ACCESS ROAD TO A
 DF8131'POWERLINE ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DF8131'DRIVEN TO
 DF8131'REFUSAL AT A DEPTH OF 10.5 FT WITH A NGS LOGO CAP RECESSED 0.4 FT
 DF8131'BELOW THE LEVEL OF THE
 DF8131'GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF THE ROAD, THE DATUM POINT
 DF8131'IS RECESSED 0.5 FT
 DF8131'BELOW THE LEVEL OF THE NGS LOGO CAP.
 DF8131' 
 DF8131'LOCATED 22.0 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF AN ACCESS
 DF8131'ROAD TO A POWER
 DF8131'LINE, 17.5 FT WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 DF8131'LEVEE ROAD AND 3.0 FT
 DF8131'EAST-SOUTHEAST OF A POWER POLE AND A CARSONITE WITNESS POST.
 DF8131' 
 DF8131'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF8131' 
 DF8131'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF8131'MONUMENT.
 DF8131' 
 DF8131'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 DF8131'561-686-8800.
 DF8131'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4202 ***********************************************************************
 DG4202  DESIGNATION -  B 568
 DG4202  PID         -  DG4202
 DG4202  STATE/COUNTY-  FL/PUTNAM
 DG4202  USGS QUAD   -  CRESCENT CITY (1994)
 DG4202
 DG4202                         *CURRENT SURVEY CONTROL
 DG4202  ___________________________________________________________________
 DG4202* NAD 83(1986)-  29 28 38.     (N)    081 35 11.     (W)     SCALED    
 DG4202* NAVD 88     -        15.357  (meters)      50.38   (feet)  ADJUSTED  
 DG4202  ___________________________________________________________________
 DG4202  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DG4202  DYNAMIC HT  -          15.335 (meters)      50.31  (feet)  COMP
 DG4202  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 DG4202
 DG4202  VERT ORDER  -  SECOND    CLASS I
 DG4202
 DG4202.The horizontal coordinates were scaled from a topographic map and have
 DG4202.an estimated accuracy of +/- 6 seconds.
 DG4202
 DG4202.The orthometric height was determined by differential leveling
 DG4202.and adjusted by the National Geodetic Survey in May 2004..
 DG4202
 DG4202.The geoid height was determined by GEOID03.
 DG4202
 DG4202.The dynamic height is computed by dividing the NAVD 88
 DG4202.geopotential number by the normal gravity value computed on the
 DG4202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4202.degrees latitude (g = 980.6199 gals.).
 DG4202
 DG4202.The modeled gravity was interpolated from observed gravity values.
 DG4202
 DG4202;                    North         East    Units  Estimated Accuracy
 DG4202;SPC FL E     -   570,070.      143,130.      MT  (+/- 180 meters Scaled)
 DG4202
 DG4202                          SUPERSEDED SURVEY CONTROL
 DG4202
 DG4202.No superseded survey control is available for this station.
 DG4202
 DG4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN431610(NAD 83)
 DG4202_MARKER: DD = SURVEY DISK
 DG4202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4202_STAMPING: B 568 2002
 DG4202_MARK LOGO: FLDEP 
 DG4202_PROJECTION: RECESSED 5 CENTIMETERS
 DG4202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4202+STABILITY: SURFACE MOTION
 DG4202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4202+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 DG4202
 DG4202  HISTORY     - Date     Condition        Report By
 DG4202  HISTORY     - 20020712 MONUMENTED       FLDEP
 DG4202
 DG4202                          STATION DESCRIPTION
 DG4202
 DG4202'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4202'THE MARK IS ABOUT 5.6 MI NORTHWEST OF CRESCENT CITY, 1.4 MI SOUTHEAST
 DG4202'OF POMONA PARK, IN
 DG4202'SECTION 4, TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 DG4202' 
 DG4202'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DG4202'17 AND COUNTY
 DG4202'ROAD 308B IN POMONA PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.55 MI TO
 DG4202'THE JUNCTION OF LAKE
 DG4202'COMO DRIVE ON THE RIGHT, TURN RIGHT ON LAKE COMO DRIVE AND GO SOUTH
 DG4202'FOR 1.0 MI TO THE
 DG4202'JUNCTION OF TAYLOR FURY ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET
 DG4202'IN THE TOP OF A
 DG4202'ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DG4202'AND LEVEL
 DG4202'WITH LAKE COMO DRIVE.
 DG4202' 
 DG4202'LOCATED 72.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF TAYLOR FURY
 DG4202'ROAD, 40.8 FT EAST OF
 DG4202'THE APPROXIMATE CENTERLINE OF LAKE COMO DRIVE, 15.3 FT SOUTHEAST OF
 DG4202'POWER POLE NUMBER
 DG4202'3-4223-6987-0-0 AND 1.5 FT WEST OF A CARSONITE WITNESS POST.
 DG4202' 
 DG4202'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DG4202' 
 DG4202' 
 DG4202'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DE6039 ***********************************************************************
 DE6039  DESIGNATION -  B 569
 DE6039  PID         -  DE6039
 DE6039  STATE/COUNTY-  FL/MARTIN
 DE6039  USGS QUAD   -  ST LUCIE INLET (1983)
 DE6039
 DE6039                         *CURRENT SURVEY CONTROL
 DE6039  ___________________________________________________________________
 DE6039* NAD 83(1986)-  27 11 50.     (N)    080 14 11.     (W)     SCALED    
 DE6039* NAVD 88     -         2.142  (meters)       7.03   (feet)  ADJUSTED  
 DE6039  ___________________________________________________________________
 DE6039  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DE6039  DYNAMIC HT  -           2.139 (meters)       7.02  (feet)  COMP
 DE6039  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 DE6039
 DE6039  VERT ORDER  -  SECOND    CLASS I
 DE6039
 DE6039.The horizontal coordinates were scaled from a topographic map and have
 DE6039.an estimated accuracy of +/- 6 seconds.
 DE6039
 DE6039.The orthometric height was determined by differential leveling
 DE6039.and adjusted by the National Geodetic Survey in August 2002..
 DE6039
 DE6039.The geoid height was determined by GEOID03.
 DE6039
 DE6039.The dynamic height is computed by dividing the NAVD 88
 DE6039.geopotential number by the normal gravity value computed on the
 DE6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6039.degrees latitude (g = 980.6199 gals.).
 DE6039
 DE6039.The modeled gravity was interpolated from observed gravity values.
 DE6039
 DE6039;                    North         East    Units  Estimated Accuracy
 DE6039;SPC FL E     -   317,490.      275,660.      MT  (+/- 180 meters Scaled)
 DE6039
 DE6039                          SUPERSEDED SURVEY CONTROL
 DE6039
 DE6039.No superseded survey control is available for this station.
 DE6039
 DE6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL756085(NAD 83)
 DE6039_MARKER: DD = SURVEY DISK
 DE6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6039_STAMPING: B 569 2002
 DE6039_MARK LOGO: FL-085
 DE6039_PROJECTION: RECESSED 10 CENTIMETERS
 DE6039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6039+STABILITY: SURFACE MOTION
 DE6039
 DE6039  HISTORY     - Date     Condition        Report By
 DE6039  HISTORY     - 20020417 MONUMENTED       GCYI
 DE6039
 DE6039                          STATION DESCRIPTION
 DE6039
 DE6039'DESCRIBED BY G.C.Y., INCORPORATED 2002 (PA)
 DE6039'THE MARK IS LOCATED IN STUART AT THE INTERSECTION OF EAST OCEAN
 DE6039'BOULEVARD (SR A1A) AND PALM
 DE6039'BEACH ROAD IN SECTION 3, TOWNSHIP 38 SOUTH, RANGE 41 EAST. RIGHT OF
 DE6039'WAY OWNED BY MARTIN COUNTY.
 DE6039' 
 DE6039'TO REACH THE MARK FROM THE COURT HOUSE IN STUART, GO EAST ON EAST
 DE6039'OCEAN BOULEVARD (SR A1A)
 DE6039'1.44 KM (0.9 MILES) TO THE INTERSECTION WITH PALM BEACH ROAD AND THE
 DE6039'STATION ON THE RIGHT.
 DE6039' 
 DE6039'THE MARK IS 19.2 M (63 FEET) SOUTH OF THE CENTERLINE OF EAST OCEAN
 DE6039'BOULEVARD, 13.7 M (44 FEET) EAST
 DE6039'OF THE CENTERLINE OF PALM BEACH ROAD, 7.3 M (24 FEET) NORTHWEST OF A
 DE6039'DRAINAGE INLET AND 4.9 M (16
 DE6039'FEET SOUTHWEST OF A CONCRETE TRAFFIC SIGNAL SUPPORT POLE.
 DE6039'MARK IS A BRASS DISK SET ATOP A CONCRETE MONUMENT.
 DE6039' 
 DE6039'NOTE - MAGNET BURIED AT NORTH SIDE OF MONUMENT.
 DE6039'NOTE - POSITION OBTAINED BY WAAS CORRECTED HANDHELD GPS.
 DE6039'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL6099 ***********************************************************************
 AL6099  DESIGNATION -  B 57
 AL6099  PID         -  AL6099
 AL6099  STATE/COUNTY-  FL/SUMTER
 AL6099  USGS QUAD   -  WILDWOOD (1967)
 AL6099
 AL6099                         *CURRENT SURVEY CONTROL
 AL6099  ___________________________________________________________________
 AL6099* NAD 83(1986)-  28 49 18.     (N)    082 03 38.     (W)     SCALED    
 AL6099* NAVD 88     -        17.059  (meters)      55.97   (feet)  ADJUSTED  
 AL6099  ___________________________________________________________________
 AL6099  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AL6099  DYNAMIC HT  -          17.035 (meters)      55.89  (feet)  COMP
 AL6099  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 AL6099
 AL6099  VERT ORDER  -  SECOND    CLASS 0
 AL6099
 AL6099.The horizontal coordinates were scaled from a topographic map and have
 AL6099.an estimated accuracy of +/- 6 seconds.
 AL6099
 AL6099.The orthometric height was determined by differential leveling
 AL6099.and adjusted by the National Geodetic Survey in June 1991..
 AL6099
 AL6099.The geoid height was determined by GEOID03.
 AL6099
 AL6099.The dynamic height is computed by dividing the NAVD 88
 AL6099.geopotential number by the normal gravity value computed on the
 AL6099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6099.degrees latitude (g = 980.6199 gals.).
 AL6099
 AL6099.The modeled gravity was interpolated from observed gravity values.
 AL6099
 AL6099;                    North         East    Units  Estimated Accuracy
 AL6099;SPC FL W     -   497,270.      194,090.      MT  (+/- 180 meters Scaled)
 AL6099
 AL6099                          SUPERSEDED SURVEY CONTROL
 AL6099
 AL6099  NGVD 29 (??/??/92)   17.331  (m)           56.86   (f) ADJ UNCH    2 0
 AL6099
 AL6099.Superseded values are not recommended for survey control.
 AL6099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6099.See file dsdata.txt to determine how the superseded data were derived.
 AL6099
 AL6099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM965886(NAD 83)
 AL6099_MARKER: DB = BENCH MARK DISK
 AL6099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL6099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AL6099_STAMPING: B 57 1934 56.860
 AL6099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6099+STABILITY: SURFACE MOTION
 AL6099
 AL6099  HISTORY     - Date     Condition        Report By
 AL6099  HISTORY     - 1934     MONUMENTED       CGS
 AL6099  HISTORY     - 1958     GOOD             NGS
 AL6099  HISTORY     - 1960     GOOD             NGS
 AL6099
 AL6099                          STATION DESCRIPTION
 AL6099
 AL6099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AL6099'1.4 MI N FROM COLEMAN.
 AL6099'1.4 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AL6099'STATION AT COLEMAN, 0.25 MILE SOUTH OF A BLOCK SIGNAL, 10.5 FT.
 AL6099'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 8 FT.
 AL6099'NORTHWEST OF A FENCE, 11.5 FT. EAST OF THE CENTER LINE OF A
 AL6099'DIRT ROAD, 11 FT. NORTH OF A FENCE CORNER 4.5 FT. NORTH OF A
 AL6099'CROSSING SIGN, 44.5 FT. SOUTHWEST OF A TELEPHONE POLE, AT A DIRT
 AL6099'ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AL6099'WITH THE GROUND.
 AL6099
 AL6099                          STATION RECOVERY (1960)
 AL6099
 AL6099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AL6099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8136 ***********************************************************************
 AD8136  DESIGNATION -  B 57
 AD8136  PID         -  AD8136
 AD8136  STATE/COUNTY-  FL/BROWARD
 AD8136  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8136
 AD8136                         *CURRENT SURVEY CONTROL
 AD8136  ___________________________________________________________________
 AD8136* NAD 83(1986)-  26 20 02.     (N)    080 39 12.     (W)     SCALED    
 AD8136* NAVD 88     -         3.742  (meters)      12.28   (feet)  ADJUSTED  
 AD8136  ___________________________________________________________________
 AD8136  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AD8136  DYNAMIC HT  -           3.736 (meters)      12.26  (feet)  COMP
 AD8136  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AD8136
 AD8136  VERT ORDER  -  FIRST     CLASS II
 AD8136
 AD8136.The horizontal coordinates were scaled from a topographic map and have
 AD8136.an estimated accuracy of +/- 6 seconds.
 AD8136
 AD8136.The orthometric height was determined by differential leveling
 AD8136.and adjusted by the National Geodetic Survey in September 1992..
 AD8136
 AD8136.The geoid height was determined by GEOID03.
 AD8136
 AD8136.The dynamic height is computed by dividing the NAVD 88
 AD8136.geopotential number by the normal gravity value computed on the
 AD8136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8136.degrees latitude (g = 980.6199 gals.).
 AD8136
 AD8136.The modeled gravity was interpolated from observed gravity values.
 AD8136
 AD8136;                    North         East    Units  Estimated Accuracy
 AD8136;SPC FL E     -   221,650.      234,610.      MT  (+/- 180 meters Scaled)
 AD8136
 AD8136                          SUPERSEDED SURVEY CONTROL
 AD8136
 AD8136  NGVD 29 (09/01/92)    4.184  (m)           13.73   (f) ADJUSTED    1 2
 AD8136
 AD8136.Superseded values are not recommended for survey control.
 AD8136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8136.See file dsdata.txt to determine how the superseded data were derived.
 AD8136
 AD8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK345127(NAD 83)
 AD8136_MARKER: DD = SURVEY DISK
 AD8136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8136_SP_SET: POWER POLE FOOTER
 AD8136_STAMPING: B 57 BM SFWM
 AD8136_MARK LOGO: SFLWMD
 AD8136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8136+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1996
 AD8136
 AD8136  HISTORY     - Date     Condition        Report By
 AD8136  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8136  HISTORY     - 19920316 GOOD             NGS
 AD8136  HISTORY     - 19961005 GOOD             FLDEP
 AD8136  HISTORY     - 20040609 GOOD             INDIV
 AD8136
 AD8136                          STATION DESCRIPTION
 AD8136
 AD8136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8136'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8136'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 11.6 KM
 AD8136'(7.20 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8136'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 29, 36.7 M (120.4
 AD8136'FT) NORTH OF THE CENTER OF THE ROAD, 5.1 M (16.7 FT) WEST OF THE
 AD8136'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8136'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8136
 AD8136                          STATION RECOVERY (1996)
 AD8136
 AD8136'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8136'THE MARK IS ABOUT 33.7 MI (54.2 KM) SOUTHEAST OF CLEWISTON, 24.1 MI
 AD8136'(38.8 KM) SOUTH OF BELLE GLADE IN SECTION 20, TOWNSHIP 47 SOUTH, RANGE
 AD8136'37 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE HARBOR, GO
 AD8136'SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL) FOR 0.65 MI
 AD8136'(1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY ON THE MIAMI
 AD8136'CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF ROGERS ROAD ON THE
 AD8136'RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD FOR 6.25 MI (10.06
 AD8136'KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT ON THE PAVED ROAD
 AD8136'AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST SIDE OF THE MIAMI
 AD8136'CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT ON THE DIRT LEVEE
 AD8136'ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12 KM) TO THE Y-JUNCTION OF
 AD8136'LEVEE ROAD NUMBER L-5 ON THE LEFT, TURN LEFT AND GO EAST ON LEVEE ROAD
 AD8136'NUMBER L-5 FOR 7.45 MI (11.99 KM) TO HIGH TENSION POWER POLE NUMBER 29
 AD8136'AND THE MARK ON THE LEFT, SET FLUSH IN THE CONCRETE FOOTER OF THE
 AD8136'SOUTHERNMOST LEG OF THE HIGH TENSION POWER LINE POLE NUMBER 29 AND
 AD8136'ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE GROUND. LOCATED 120.4 FT
 AD8136'(36.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE L-5 LEVEE ROAD,
 AD8136'16.7 FT (5.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIM TRACK
 AD8136'POWER LINE ACCESS ROAD, 0.3 FT (9.1 CM) SOUTH OF THE SOUTH SIDE OF THE
 AD8136'SOUTHERNMOST LEG OF HIGH TENSION POWER LINE POLE NUMBER 29 AND 0.3 FT
 AD8136'(9.1 CM) NORTH OF A CARSONITE WITNESS POST.
 AD8136
 AD8136                          STATION RECOVERY (2004)
 AD8136
 AD8136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LB)
 AD8136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG5909 ***********************************************************************
 DG5909  DESIGNATION -  B 570
 DG5909  PID         -  DG5909
 DG5909  STATE/COUNTY-  FL/CLAY
 DG5909  USGS QUAD   -  MIDDLEBURG SW (1993)
 DG5909
 DG5909                         *CURRENT SURVEY CONTROL
 DG5909  ___________________________________________________________________
 DG5909* NAD 83(1986)-  30 03 47.     (N)    081 53 25.     (W)     SCALED    
 DG5909* NAVD 88     -        26.569  (meters)      87.17   (feet)  ADJUSTED  
 DG5909  ___________________________________________________________________
 DG5909  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DG5909  DYNAMIC HT  -          26.534 (meters)      87.05  (feet)  COMP
 DG5909  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 DG5909
 DG5909  VERT ORDER  -  SECOND    CLASS I
 DG5909
 DG5909.The horizontal coordinates were scaled from a topographic map and have
 DG5909.an estimated accuracy of +/- 6 seconds.
 DG5909
 DG5909.The orthometric height was determined by differential leveling
 DG5909.and adjusted by the National Geodetic Survey in August 2004..
 DG5909
 DG5909.The geoid height was determined by GEOID03.
 DG5909
 DG5909.The dynamic height is computed by dividing the NAVD 88
 DG5909.geopotential number by the normal gravity value computed on the
 DG5909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5909.degrees latitude (g = 980.6199 gals.).
 DG5909
 DG5909.The modeled gravity was interpolated from observed gravity values.
 DG5909
 DG5909;                    North         East    Units  Estimated Accuracy
 DG5909;SPC FL E     -   635,190.      114,160.      MT  (+/- 180 meters Scaled)
 DG5909
 DG5909                          SUPERSEDED SURVEY CONTROL
 DG5909
 DG5909.No superseded survey control is available for this station.
 DG5909
 DG5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP141261(NAD 83)
 DG5909_MARKER: DD = SURVEY DISK
 DG5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5909_STAMPING: B 570 2002
 DG5909_MARK LOGO: FLDEP 
 DG5909_PROJECTION: RECESSED 8 CENTIMETERS
 DG5909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5909+STABILITY: SURFACE MOTION
 DG5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5909+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2002
 DG5909
 DG5909  HISTORY     - Date     Condition        Report By
 DG5909  HISTORY     - 20020809 MONUMENTED       FLDEP
 DG5909
 DG5909                          STATION DESCRIPTION
 DG5909
 DG5909'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5909'THE MARK IS ABOUT 1.0 MI WEST OF MIDDLEBURG, IN SECTION 15, TOWNSHIP 5
 DG5909'SOUTH, RANGE 24  EAST.
 DG5909' 
 DG5909'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 21 AND COUNTY
 DG5909'ROAD 218 ON THE  SOUTHWEST SIDE OF MIDDLEBURG, GO WEST ON COUNTY ROAD
 DG5909'218 FOR 1.0 MI TO THE   INTERSECTION OF SOUTH DOLPHIN AVENUE ON THE
 DG5909'LEFT, NORTH DOLPHIN AVENUE ON THE RIGHT  AND THE MARK ON THE RIGHT,
 DG5909'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT  BELOW THE
 DG5909'LEVEL OF THE GROUND AND ABOUT 0.5 FT BELOW THE LEVEL OF NORTH DOLPHIN
 DG5909'AVENUE.
 DG5909' 
 DG5909'LOCATED 63.9 FT NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DG5909'218, 54.5 FT WEST OF  THE APPROXIMATE CENTERLINE OF NORTH DOLPHIN
 DG5909'AVENUE, 17.4 FT NORTHWEST OF A POWER  POLE WITH 1 TRANSFORMER ATTACHED
 DG5909'AND 1.3 FT SOUTH OF A CARSONITE WITNESS POST.
 DG5909' 
 DG5909'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6646 ***********************************************************************
 DG6646  DESIGNATION -  B 571
 DG6646  PID         -  DG6646
 DG6646  STATE/COUNTY-  FL/BAKER
 DG6646  USGS QUAD   -  MAXVILLE (1984)
 DG6646
 DG6646                         *CURRENT SURVEY CONTROL
 DG6646  ___________________________________________________________________
 DG6646* NAD 83(1986)-  30 14 52.     (N)    082 04 51.     (W)     SCALED    
 DG6646* NAVD 88     -        44.571  (meters)     146.23   (feet)  ADJUSTED  
 DG6646  ___________________________________________________________________
 DG6646  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DG6646  DYNAMIC HT  -          44.513 (meters)     146.04  (feet)  COMP
 DG6646  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 DG6646
 DG6646  VERT ORDER  -  SECOND    CLASS I
 DG6646
 DG6646.The horizontal coordinates were scaled from a topographic map and have
 DG6646.an estimated accuracy of +/- 6 seconds.
 DG6646
 DG6646.The orthometric height was determined by differential leveling
 DG6646.and adjusted by the National Geodetic Survey in June 2005..
 DG6646
 DG6646.The geoid height was determined by GEOID03.
 DG6646
 DG6646.The dynamic height is computed by dividing the NAVD 88
 DG6646.geopotential number by the normal gravity value computed on the
 DG6646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6646.degrees latitude (g = 980.6199 gals.).
 DG6646
 DG6646.The modeled gravity was interpolated from observed gravity values.
 DG6646
 DG6646;                    North         East    Units  Estimated Accuracy
 DG6646;SPC FL N     -   140,780.      832,810.      MT  (+/- 180 meters Scaled)
 DG6646
 DG6646                          SUPERSEDED SURVEY CONTROL
 DG6646
 DG6646.No superseded survey control is available for this station.
 DG6646
 DG6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP960467(NAD 83)
 DG6646_MARKER: F = FLANGE-ENCASED ROD
 DG6646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG6646_STAMPING: B 571 2002
 DG6646_MARK LOGO: NGS   
 DG6646_PROJECTION: FLUSH
 DG6646_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6646+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 DG6646_ROD/PIPE-DEPTH: 19.3 meters
 DG6646
 DG6646  HISTORY     - Date     Condition        Report By
 DG6646  HISTORY     - 20020823 MONUMENTED       FLDEP
 DG6646
 DG6646                          STATION DESCRIPTION
 DG6646
 DG6646'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG6646'THE MARK IS ABOUT 3.4 MI SOUTHEAST OF MACCLENNY, IN SECTION 11,
 DG6646'TOWNSHIP 3 SOUTH, RANGE  22 EAST.
 DG6646' 
 DG6646'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 10 AND COUNTY ROAD
 DG6646'228, 1.7 MI  SOUTHEAST OF MACCLENNY, GO SOUTHEAST ON COUNTY ROAD 228
 DG6646'FOR 1.75 MI TO THE MARK ON  THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DG6646'REFUSAL AT A DEPTH OF 63.2 FT WITH AN NGS LOGO  CAP FLUSH WITH THE
 DG6646'GROUND AND ABOUT 1.3 FT BELOW THE LEVEL OF COUNTY ROAD 228, THE  DATUM
 DG6646'POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG6646' 
 DG6646'LOCATED 139.6 FT SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DG6646'ENTRANCE  ROAD TO THE BAKER COUNTY TRANSFER STATION, 71.0 FT NORTHWEST
 DG6646'OF THE APPROXIMATE  CENTERLINE OF A GATED OLD RAILROAD GRADE LEADING
 DG6646'WEST, 49.4 FT WEST-SOUTHWEST OF THE  APPROXIMATE CENTERLINE OF COUNTY
 DG6646'ROAD 228, 11.7 FT NORTHWEST OF A CHAIN LINK FENCE  CORNER POST, 10.5
 DG6646'FT SOUTH OF A POWER POLE, 1.2 FT NORTHEAST OF A CHAIN LINK FENCE AND
 DG6646'0.9  FT NORTHEAST OF A CARSONITE WITNESS POST.
 DG6646' 
 DG6646'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG6646' 
 DG6646'NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6671 ***********************************************************************
 DG6671  DESIGNATION -  B 572
 DG6671  PID         -  DG6671
 DG6671  STATE/COUNTY-  FL/DUVAL
 DG6671  USGS QUAD   -  MARIETTA (1992)
 DG6671
 DG6671                         *CURRENT SURVEY CONTROL
 DG6671  ___________________________________________________________________
 DG6671* NAD 83(1986)-  30 19 06.     (N)    081 45 06.     (W)     SCALED    
 DG6671* NAVD 88     -         3.428  (meters)      11.25   (feet)  ADJUSTED  
 DG6671  ___________________________________________________________________
 DG6671  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DG6671  DYNAMIC HT  -           3.424 (meters)      11.23  (feet)  COMP
 DG6671  MODELED GRAV-     979,361.2   (mgal)                       NAVD 88
 DG6671
 DG6671  VERT ORDER  -  SECOND    CLASS I
 DG6671
 DG6671.The horizontal coordinates were scaled from a topographic map and have
 DG6671.an estimated accuracy of +/- 6 seconds.
 DG6671
 DG6671.The orthometric height was determined by differential leveling
 DG6671.and adjusted by the National Geodetic Survey in June 2005..
 DG6671
 DG6671.The geoid height was determined by GEOID03.
 DG6671
 DG6671.The dynamic height is computed by dividing the NAVD 88
 DG6671.geopotential number by the normal gravity value computed on the
 DG6671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6671.degrees latitude (g = 980.6199 gals.).
 DG6671
 DG6671.The modeled gravity was interpolated from observed gravity values.
 DG6671
 DG6671;                    North         East    Units  Estimated Accuracy
 DG6671;SPC FL E     -   663,390.      127,710.      MT  (+/- 180 meters Scaled)
 DG6671
 DG6671                          SUPERSEDED SURVEY CONTROL
 DG6671
 DG6671.No superseded survey control is available for this station.
 DG6671
 DG6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP277542(NAD 83)
 DG6671_MARKER: DD = SURVEY DISK
 DG6671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6671_SP_SET: CULVERT HEADWALL
 DG6671_STAMPING: B 572 2002
 DG6671_MARK LOGO: FLDEP 
 DG6671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6671+STABILITY: SURFACE MOTION
 DG6671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6671+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 DG6671
 DG6671  HISTORY     - Date     Condition        Report By
 DG6671  HISTORY     - 20020820 MONUMENTED       FLDEP
 DG6671
 DG6671                          STATION DESCRIPTION
 DG6671
 DG6671'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG6671'THE MARK IS ON THE WEST SIDE OF JACKSONVILLE, IN SECTION 24, TOWNSHIP
 DG6671'2 SOUTH, RANGE 25  EAST.
 DG6671' 
 DG6671'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 10 AND STATE ROAD
 DG6671'103 (LANE AVENUE)  ON THE WEST SIDE OF JACKSONVILLE, GO NORTH ON STATE
 DG6671'ROAD 103 (LANE AVENUE) FOR 0.2 MI TO  THE MARK ON THE RIGHT, SET FLUSH
 DG6671'IN THE TOP OF A CONCRETE CULVERT HEADWALL LEVEL WITH  STATE ROAD 103.
 DG6671' 
 DG6671'LOCATED 56.8 FT EAST OF THE APPROXIMATE CENTERLINE OF THE STATE ROAD
 DG6671'103 (LANE AVENUE)  NORTHBOUND LANES, 27.6 FT EAST OF A CONCRETE STREET
 DG6671'LIGHT POLE NUMBER 427, 27.0 FT  WEST-SOUTHWEST OF THE EAST END OF THE
 DG6671'CULVERT HEADWALL, 22.8 FT EAST OF THE  APPROXIMATE CENTER OF A SEWER
 DG6671'MANHOLE COVER, 1.2 FT NORTH OF A CARSONITE WITNESS  POST, 0.6 FT
 DG6671'EAST-NORTHEAST OF THE WEST END OF THE CULVERT HEADWALL AND 0.6 FT
 DG6671'SOUTH OF  THE NORTH EDGE OF THE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4580 ***********************************************************************
 DG4580  DESIGNATION -  B 573
 DG4580  PID         -  DG4580
 DG4580  STATE/COUNTY-  FL/ALACHUA
 DG4580  USGS QUAD   -  ROCHELLE (1993)
 DG4580
 DG4580                         *CURRENT SURVEY CONTROL
 DG4580  ___________________________________________________________________
 DG4580* NAD 83(1986)-  29 36 56.     (N)    082 12 23.     (W)     SCALED    
 DG4580* NAVD 88     -        27.076  (meters)      88.83   (feet)  ADJUSTED  
 DG4580  ___________________________________________________________________
 DG4580  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DG4580  DYNAMIC HT  -          27.039 (meters)      88.71  (feet)  COMP
 DG4580  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 DG4580
 DG4580  VERT ORDER  -  SECOND    CLASS I
 DG4580
 DG4580.The horizontal coordinates were scaled from a topographic map and have
 DG4580.an estimated accuracy of +/- 6 seconds.
 DG4580
 DG4580.The orthometric height was determined by differential leveling
 DG4580.and adjusted by the National Geodetic Survey in May 2004..
 DG4580
 DG4580.The geoid height was determined by GEOID03.
 DG4580
 DG4580.The dynamic height is computed by dividing the NAVD 88
 DG4580.geopotential number by the normal gravity value computed on the
 DG4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4580.degrees latitude (g = 980.6199 gals.).
 DG4580
 DG4580.The modeled gravity was interpolated from observed gravity values.
 DG4580
 DG4580;                    North         East    Units  Estimated Accuracy
 DG4580;SPC FL N     -    70,470.      822,130.      MT  (+/- 180 meters Scaled)
 DG4580
 DG4580                          SUPERSEDED SURVEY CONTROL
 DG4580
 DG4580.No superseded survey control is available for this station.
 DG4580
 DG4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN831767(NAD 83)
 DG4580_MARKER: DD = SURVEY DISK
 DG4580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4580_STAMPING: B 573 2002
 DG4580_MARK LOGO: FLDEP 
 DG4580_PROJECTION: RECESSED 5 CENTIMETERS
 DG4580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4580+STABILITY: SURFACE MOTION
 DG4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4580+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 DG4580
 DG4580  HISTORY     - Date     Condition        Report By
 DG4580  HISTORY     - 20021017 MONUMENTED       FLDEP
 DG4580
 DG4580                          STATION DESCRIPTION
 DG4580
 DG4580'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4580'THE MARK IS ABOUT 1.6 MI NORTHEAST OF ROCHELLE, IN SECTION 16,
 DG4580'TOWNSHIP 10 SOUTH, RANGE
 DG4580'21 EAST.
 DG4580' 
 DG4580'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 20 AND COUNTY
 DG4580'ROAD 234, ABOUT
 DG4580'0.7 MI NORTH OF ROCHELLE, GO NORTH ON COUNTY ROAD 234 FOR 0.9 MI TO
 DG4580'THE JUNCTION OF
 DG4580'A DIRT ROAD WITH A METAL GATE ON THE LEFT THE MARK ON THE LEFT, SET IN
 DG4580'THE TOP OF A
 DG4580'ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DG4580'AND LEVEL
 DG4580'WITH COUNTY ROAD 234.
 DG4580' 
 DG4580'LOCATED 53.8 FT EAST OF THE APPROXIMATE CENTER OF A METAL GATE, 30.7
 DG4580'FT NORTHWEST OF THE
 DG4580'APPROXIMATE CENTERLINE OF COUNTY ROAD 234, 18.8 FT NORTHEAST OF A BARB
 DG4580'WIRE FENCE
 DG4580'CORNER POST, 1.6 FT SOUTHEAST OF A BARB WIRE FENCE AND 1.4 FT
 DG4580'SOUTHEAST OF A CARSONITE
 DG4580'WITNESS POST.
 DG4580' 
 DG4580'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG4580'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4610 ***********************************************************************
 DG4610  DESIGNATION -  B 574
 DG4610  PID         -  DG4610
 DG4610  STATE/COUNTY-  FL/ALACHUA
 DG4610  USGS QUAD   -  GAINESVILLE EAST (1988)
 DG4610
 DG4610                         *CURRENT SURVEY CONTROL
 DG4610  ___________________________________________________________________
 DG4610* NAD 83(1986)-  29 39 04.     (N)    082 18 40.     (W)     SCALED    
 DG4610* NAVD 88     -        48.202  (meters)     158.14   (feet)  ADJUSTED  
 DG4610  ___________________________________________________________________
 DG4610  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DG4610  DYNAMIC HT  -          48.137 (meters)     157.93  (feet)  COMP
 DG4610  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 DG4610
 DG4610  VERT ORDER  -  SECOND    CLASS I
 DG4610
 DG4610.The horizontal coordinates were scaled from a topographic map and have
 DG4610.an estimated accuracy of +/- 6 seconds.
 DG4610
 DG4610.The orthometric height was determined by differential leveling
 DG4610.and adjusted by the National Geodetic Survey in May 2004..
 DG4610.No vertical observational check was made to the station.
 DG4610
 DG4610.The geoid height was determined by GEOID03.
 DG4610
 DG4610.The dynamic height is computed by dividing the NAVD 88
 DG4610.geopotential number by the normal gravity value computed on the
 DG4610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4610.degrees latitude (g = 980.6199 gals.).
 DG4610
 DG4610.The modeled gravity was interpolated from observed gravity values.
 DG4610
 DG4610;                    North         East    Units  Estimated Accuracy
 DG4610;SPC FL N     -    74,210.      811,920.      MT  (+/- 180 meters Scaled)
 DG4610
 DG4610                          SUPERSEDED SURVEY CONTROL
 DG4610
 DG4610.No superseded survey control is available for this station.
 DG4610
 DG4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN731808(NAD 83)
 DG4610_MARKER: F = FLANGE-ENCASED ROD
 DG4610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4610_STAMPING: B 574 2002
 DG4610_MARK LOGO: NGS   
 DG4610_PROJECTION: RECESSED 5 CENTIMETERS
 DG4610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4610+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 DG4610_ROD/PIPE-DEPTH: 10.9 meters
 DG4610
 DG4610  HISTORY     - Date     Condition        Report By
 DG4610  HISTORY     - 20021031 MONUMENTED       FLDEP
 DG4610
 DG4610                          STATION DESCRIPTION
 DG4610
 DG4610'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4610'THE MARK IS ON THE EAST SIDE OF GAINESVILLE, IN SECTION 4, TOWNSHIP 10
 DG4610'SOUTH, RANGE 20
 DG4610'EAST.
 DG4610' 
 DG4610'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 26 AND STATE
 DG4610'ROAD 331 ON THE
 DG4610'EAST SIDE OF GAINESVILLE, GO SOUTH ON STATE ROAD 331 FOR 0.05 MI TO
 DG4610'THE JUNCTION OF
 DG4610'SOUTHEAST 1ST AVENUE ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS
 DG4610'STEEL ROD
 DG4610'DRIVEN TO REFUSAL AT A DEPTH OF 35.9 FT WITH AN NGS LOGO CAP RECESSED
 DG4610'0.2 FT BELOW
 DG4610'THE LEVEL OF THE GROUND AND LEVEL WITH SOUTHEAST 1ST AVENUE, THE DATUM
 DG4610'POINT IS
 DG4610'RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG4610' 
 DG4610'LOCATED 73.7 FT EAST OF THE APPROXIMATE CENTERLINE OF THE NORTHBOUND
 DG4610'LANES OF STATE
 DG4610'ROAD 331, 43.3 FT NORTH OF THE APPROXIMATE CENTERLINE OF SOUTHEAST 1ST
 DG4610'AVENUE, 19.9 FT
 DG4610'NORTH OF THE APPROXIMATE CENTER OF A SEWER MANHOLE COVER, 15.1 FT
 DG4610'NORTH-NORTHEAST OF
 DG4610'A FIRE HYDRANT, 12.1 FT EAST OF A CHAIN LINK FENCE CORNER POST, 1.0 FT
 DG4610'SOUTH OF A CHAIN LINK
 DG4610'FENCE BORDERING A JEWISH CEMETERY AND 0.9 FT SOUTH OF A CARSONITE
 DG4610'WITNESS POST.
 DG4610' 
 DG4610'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DG4610' 
 DG4610'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG4610'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6255 ***********************************************************************
 DG6255  DESIGNATION -  B 576
 DG6255  PID         -  DG6255
 DG6255  STATE/COUNTY-  FL/OSCEOLA
 DG6255  USGS QUAD   -  ASHTON (1981)
 DG6255
 DG6255                         *CURRENT SURVEY CONTROL
 DG6255  ___________________________________________________________________
 DG6255* NAD 83(1986)-  28 10 48.     (N)    081 14 35.     (W)     SCALED    
 DG6255* NAVD 88     -        21.660  (meters)      71.06   (feet)  ADJUSTED  
 DG6255  ___________________________________________________________________
 DG6255  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DG6255  DYNAMIC HT  -          21.627 (meters)      70.95  (feet)  COMP
 DG6255  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 DG6255
 DG6255  VERT ORDER  -  SECOND    CLASS I
 DG6255
 DG6255.The horizontal coordinates were scaled from a topographic map and have
 DG6255.an estimated accuracy of +/- 6 seconds.
 DG6255
 DG6255.The orthometric height was determined by differential leveling
 DG6255.and adjusted by the National Geodetic Survey in September 2004..
 DG6255
 DG6255.The geoid height was determined by GEOID03.
 DG6255
 DG6255.The dynamic height is computed by dividing the NAVD 88
 DG6255.geopotential number by the normal gravity value computed on the
 DG6255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6255.degrees latitude (g = 980.6199 gals.).
 DG6255
 DG6255.The modeled gravity was interpolated from observed gravity values.
 DG6255
 DG6255;                    North         East    Units  Estimated Accuracy
 DG6255;SPC FL E     -   426,180.      176,130.      MT  (+/- 180 meters Scaled)
 DG6255
 DG6255                          SUPERSEDED SURVEY CONTROL
 DG6255
 DG6255.No superseded survey control is available for this station.
 DG6255
 DG6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM761171(NAD 83)
 DG6255_MARKER: F = FLANGE-ENCASED ROD
 DG6255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG6255_STAMPING: B 576 2003
 DG6255_MARK LOGO: NGS   
 DG6255_PROJECTION: FLUSH
 DG6255_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6255+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2003
 DG6255_ROD/PIPE-DEPTH: 24.3 meters
 DG6255
 DG6255  HISTORY     - Date     Condition        Report By
 DG6255  HISTORY     - 20030206 MONUMENTED       FLDEP
 DG6255
 DG6255                          STATION DESCRIPTION
 DG6255
 DG6255'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6255'THE MARK IS ABOUT 5.0 MI SOUTHEAST OF ST. CLOUD, 4.5 MI SOUTH OF
 DG6255'ASHTON, IN SECTION 32,  TOWNSHIP 26 SOUTH, RANGE 31 EAST.
 DG6255' 
 DG6255'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6255'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6255'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6255'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  TURN RIGHT
 DG6255'ON STATE ROAD 15 AND GO SOUTH FOR 2.35 MI TO THE JUNCTION OF OLD
 DG6255'HICKORY  TREE ROAD ON THE RIGHT, CONTINUE SOUTH ON STATE ROAD 15 (OLD
 DG6255'HICKORY TREE ROAD FOR 2.25  MI TO THE JUNCTION OF DEER RUN ROAD ON THE
 DG6255'RIGHT, CONTINUE SOUTH ON STATE ROAD 15  (OLD HICKORY TREE ROAD) FOR
 DG6255'0.05 MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN  TO
 DG6255'REFUSAL AT A DEPTH OF 79.6 FT WITH A NGS LOGO CAP FLUSH WITH THE
 DG6255'GROUND AND 0.5 FT  BELOW THE LEVEL OF OLD HICKORY TREE ROAD, THE DATUM
 DG6255'POINT IS RECESSED 0.5 FT BELOW THE  NGS LOGO CAP.
 DG6255' 
 DG6255'LOCATED 117.5 FT SOUTH OF A DRIVEWAY, 105.0 FT SOUTH OF THE EXTENDED
 DG6255'CENTERLINE OF DEER  RUN ROAD, 29.0 FT EAST OF THE CENTERLINE OF OLD
 DG6255'HICKORY TREE ROAD, 1.7 FT WEST OF A  BARBWIRE FENCE AND 1.3 FT WEST OF
 DG6255'A CARSONITE WITNESS POST.   NOTE ACCESS TO THE DATUM POINT IS HAD
 DG6255'THROUGH A 5-INCH NGS LOGO CAP.
 DG6255' 
 DG6255'NOTE A BAR MAGNET WAS PLACED INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6210 ***********************************************************************
 DG6210  DESIGNATION -  B 577
 DG6210  PID         -  DG6210
 DG6210  STATE/COUNTY-  FL/OSCEOLA
 DG6210  USGS QUAD   -  NARCOOSSEE (1970)
 DG6210
 DG6210                         *CURRENT SURVEY CONTROL
 DG6210  ___________________________________________________________________
 DG6210* NAD 83(1986)-  28 16 32.     (N)    081 09 37.     (W)     SCALED    
 DG6210* NAVD 88     -        19.380  (meters)      63.58   (feet)  ADJUSTED  
 DG6210  ___________________________________________________________________
 DG6210  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DG6210  DYNAMIC HT  -          19.351 (meters)      63.49  (feet)  COMP
 DG6210  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 DG6210
 DG6210  VERT ORDER  -  SECOND    CLASS I
 DG6210
 DG6210.The horizontal coordinates were scaled from a topographic map and have
 DG6210.an estimated accuracy of +/- 6 seconds.
 DG6210
 DG6210.The orthometric height was determined by differential leveling
 DG6210.and adjusted by the National Geodetic Survey in September 2004..
 DG6210
 DG6210.The geoid height was determined by GEOID03.
 DG6210
 DG6210.The dynamic height is computed by dividing the NAVD 88
 DG6210.geopotential number by the normal gravity value computed on the
 DG6210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6210.degrees latitude (g = 980.6199 gals.).
 DG6210
 DG6210.The modeled gravity was interpolated from observed gravity values.
 DG6210
 DG6210;                    North         East    Units  Estimated Accuracy
 DG6210;SPC FL E     -   436,760.      184,280.      MT  (+/- 180 meters Scaled)
 DG6210
 DG6210                          SUPERSEDED SURVEY CONTROL
 DG6210
 DG6210.No superseded survey control is available for this station.
 DG6210
 DG6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM842277(NAD 83)
 DG6210_MARKER: F = FLANGE-ENCASED ROD
 DG6210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG6210_STAMPING: B 577 2003
 DG6210_MARK LOGO: NGS   
 DG6210_PROJECTION: FLUSH
 DG6210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6210+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 DG6210_ROD/PIPE-DEPTH: 16.1 meters
 DG6210
 DG6210  HISTORY     - Date     Condition        Report By
 DG6210  HISTORY     - 20030207 MONUMENTED       FLDEP
 DG6210
 DG6210                          STATION DESCRIPTION
 DG6210
 DG6210'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6210'THE MARK IS ABOUT 8.5 MI NORTHWEST OF HOLOPAW, 8.5 MI EAST-NORTHEAST
 DG6210'OF ST. CLOUD, 4.5 MI  NORTHEAST OF ASHTON, IN SECTION 36, TOWNSHIP 25
 DG6210'SOUTH, RANGE 31 EAST.
 DG6210' 
 DG6210'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6210'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6210'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6210'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 DG6210'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE
 DG6210'JUNCTION OF  NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON
 DG6210'NOVA ROAD (COUNTY ROAD 532), GO  NORTHEAST FOR 3.65 MI TO CANAL BRIDGE
 DG6210'C-32C AND MARK ON THE RIGHT, A STAINLESS STEEL ROD  DRIVEN TO REFUSAL
 DG6210'AT A DEPTH OF 52.7 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND
 DG6210'0.6 FT BELOW THE LEVEL OF THE LEVEE ROAD, THE DATUM POINT IS RECESSED
 DG6210'0.2 FT BELOW THE  LEVEL OF THE NGS LOGO CAP.
 DG6210' 
 DG6210'LOCATED 133.3 FT SOUTH OF THE CENTERLINE OF NOVA ROAD, 114.5 FT SOUTH
 DG6210'OF THE SOUTHWEST  CORNER OF THE BRIDGE, 13.0 FT WEST OF THE EAST EDGE
 DG6210'OF THE CANAL AND BARBWIRE FENCE, 10.3  FT EAST OF THE APPROXIMATE
 DG6210'CENTERLINE OF THE LEVEE ROAD AND A METAL GATE AND 1.0  FT NORTH OF A
 DG6210'CARSONITE WITNESS POST AND BARBWIRE FENCE.
 DG6210' 
 DG6210'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG6210' 
 DG6210'NOTE A BAR MAGNET WAS PLACED INSIDE THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG6876 ***********************************************************************
 DG6876  DESIGNATION -  B 578
 DG6876  PID         -  DG6876
 DG6876  STATE/COUNTY-  FL/PALM BEACH
 DG6876  USGS QUAD   -  EAST OF LITTLE CYPRESS SWAMP (1974)
 DG6876
 DG6876                         *CURRENT SURVEY CONTROL
 DG6876  ___________________________________________________________________
 DG6876* NAD 83(1986)-  26 28 42.     (N)    080 50 14.     (W)     SCALED    
 DG6876* NAVD 88     -         3.618  (meters)      11.87   (feet)  ADJUSTED  
 DG6876  ___________________________________________________________________
 DG6876  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DG6876  DYNAMIC HT  -           3.612 (meters)      11.85  (feet)  COMP
 DG6876  MODELED GRAV-     979,074.7   (mgal)                       NAVD 88
 DG6876
 DG6876  VERT ORDER  -  FIRST     CLASS II
 DG6876
 DG6876.The horizontal coordinates were scaled from a topographic map and have
 DG6876.an estimated accuracy of +/- 6 seconds.
 DG6876
 DG6876.The orthometric height was determined by differential leveling
 DG6876.and adjusted by the National Geodetic Survey in December 2004..
 DG6876
 DG6876.The geoid height was determined by GEOID03.
 DG6876
 DG6876.The dynamic height is computed by dividing the NAVD 88
 DG6876.geopotential number by the normal gravity value computed on the
 DG6876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6876.degrees latitude (g = 980.6199 gals.).
 DG6876
 DG6876.The modeled gravity was interpolated from observed gravity values.
 DG6876
 DG6876;                    North         East    Units  Estimated Accuracy
 DG6876;SPC FL E     -   237,620.      216,230.      MT  (+/- 180 meters Scaled)
 DG6876
 DG6876                          SUPERSEDED SURVEY CONTROL
 DG6876
 DG6876.No superseded survey control is available for this station.
 DG6876
 DG6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK162286(NAD 83)
 DG6876_MARKER: F = FLANGE-ENCASED ROD
 DG6876_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG6876+WITH SETTING: INFORMATION.
 DG6876_STAMPING: B 578 2003
 DG6876_MARK LOGO: NGS   
 DG6876_PROJECTION: FLUSH
 DG6876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6876+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2003
 DG6876_ROD/PIPE-DEPTH:  1.6 meters
 DG6876
 DG6876  HISTORY     - Date     Condition        Report By
 DG6876  HISTORY     - 20030220 MONUMENTED       FLDEP
 DG6876
 DG6876                          STATION DESCRIPTION
 DG6876
 DG6876'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6876'THE MARK IS ABOUT 21.2 MI SOUTH-SOUTHEAST OF CLEWISTON, 17.5 MI
 DG6876'SOUTH-SOUTHWEST OF  BELLE GLADE, IN SECTION 21, TOWNSHIP 46 SOUTH,
 DG6876'RANGE 35 EAST.
 DG6876' 
 DG6876'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 SOUTHBOUND
 DG6876'LANES AND MIAMI  CANAL ROAD IN LAKE HARBOR (ABOUT 6.5 MI WESTERLY OF
 DG6876'SOUTHBAY), GO SOUTHERLY ON MIAMI  CANAL ROAD FOR 0.15 MI TO THE
 DG6876'INTERSECTION OF CORKSCREW BOULEVARD, CONTINUE  SOUTHERLY ON THE MIAMI
 DG6876'CANAL ROAD FOR 0.65 MI TO THE END OF THE PAVEMENT, CONTINUE  SOUTHERLY
 DG6876'(ON THE WEST SIDE OF MIAMI CANAL) FOR 8.55 MI TO THE INTERSECTION OF A
 DG6876'PAVED  ROAD (AT A BRIDGE SPANNING THE MIAMI CANAL), CONTINUE SOUTHERLY
 DG6876'ON THE WEST SIDE OF THE  MIAMI CANAL FOR 6.15 MI TO A CANAL LEADING
 DG6876'WEST AND A 90 DEGREE BEND RIGHT, CONTINUE  WESTERLY ON THE LEVEE ROAD
 DG6876'FOR 0.05 MI TO A ONE LANE BRIDGE ON THE LEFT, CONTINUE  WESTERLY ON
 DG6876'THE LEVEE ROAD FOR APPROXIMATELY 75.0 FT TO A LOCKED GATE, PASSING
 DG6876'THROUGH THE GATE, CONTINUE WESTERLY ON THE LEVEE ROAD FOR 0.9 MI TO
 DG6876'THE MARK ON THE  LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG6876'DEPTH OF 5.1 FT WITH A NGS LOGO CAP  FLUSH WITH THE GROUND AND ABOUT
 DG6876'6.0 FT BELOW THE LEVEL OF THE LEVEE ROAD, THE DATUM  POINT IS RECESSED
 DG6876'0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG6876' 
 DG6876'LOCATED 63.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD,
 DG6876'6.0 FT NORTH OF  THE NORTH BANK OF THE CANAL AND 2.0 FT NORTH OF A
 DG6876'CARSONITE WITNESS POST.
 DG6876' 
 DG6876'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG6876' 
 DG6876'NOTE A BAR MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DG6876' 
 DG6876'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT AT PHONE NUMBER
 DG6876'813-983-1431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0023 ***********************************************************************
 AK0023  DESIGNATION -  B 58
 AK0023  PID         -  AK0023
 AK0023  STATE/COUNTY-  FL/LAKE
 AK0023  USGS QUAD   -  EUSTIS (1980)
 AK0023
 AK0023                         *CURRENT SURVEY CONTROL
 AK0023  ___________________________________________________________________
 AK0023* NAD 83(1986)-  28 49 30.     (N)    081 42 16.     (W)     SCALED    
 AK0023* NAVD 88     -        38.159  (meters)     125.19   (feet)  ADJUSTED  
 AK0023  ___________________________________________________________________
 AK0023  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AK0023  DYNAMIC HT  -          38.105 (meters)     125.02  (feet)  COMP
 AK0023  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 AK0023
 AK0023  VERT ORDER  -  SECOND    CLASS 0
 AK0023
 AK0023.The horizontal coordinates were scaled from a topographic map and have
 AK0023.an estimated accuracy of +/- 6 seconds.
 AK0023
 AK0023.The orthometric height was determined by differential leveling
 AK0023.and adjusted by the National Geodetic Survey in June 1991..
 AK0023
 AK0023.The geoid height was determined by GEOID03.
 AK0023
 AK0023.The dynamic height is computed by dividing the NAVD 88
 AK0023.geopotential number by the normal gravity value computed on the
 AK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0023.degrees latitude (g = 980.6199 gals.).
 AK0023
 AK0023.The modeled gravity was interpolated from observed gravity values.
 AK0023
 AK0023;                    North         East    Units  Estimated Accuracy
 AK0023;SPC FL E     -   497,840.      131,250.      MT  (+/- 180 meters Scaled)
 AK0023
 AK0023                          SUPERSEDED SURVEY CONTROL
 AK0023
 AK0023  NGVD 29 (??/??/92)   38.435  (m)          126.10   (f) ADJ UNCH    2 0
 AK0023
 AK0023.Superseded values are not recommended for survey control.
 AK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0023.See file dsdata.txt to determine how the superseded data were derived.
 AK0023
 AK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM312888(NAD 83)
 AK0023_MARKER: DB = BENCH MARK DISK
 AK0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0023_STAMPING: B 58 1934
 AK0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0023+STABILITY: SURFACE MOTION
 AK0023
 AK0023  HISTORY     - Date     Condition        Report By
 AK0023  HISTORY     - 1934     MONUMENTED       CGS
 AK0023  HISTORY     - 1961     MARK NOT FOUND   NGS
 AK0023  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK0023
 AK0023                          STATION DESCRIPTION
 AK0023
 AK0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AK0023'2 MI NE FROM TAVARES.
 AK0023'2 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AK0023'THE STATION AT TAVARES, LAKE COUNTY, ABOUT 3 POLES NORTHEAST OF
 AK0023'MILEPOST L 18, AT A ROAD CROSSING ABOUT 132 YARDS WEST OF THE
 AK0023'CENTERLINE OF THE ROAD, 12.6 FEET SOUTHEAST OF THE CENTERLINE
 AK0023'OF A ROAD PARALLELING THE TRACK, AND 19 FEET NORTHWEST OF THE WEST
 AK0023'RAIL.  A STANDARD DISK, STAMPED B 58 1934 AND SET IN THE TOP OF A
 AK0023'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND
 AK0023
 AK0023                          STATION RECOVERY (1997)
 AK0023
 AK0023'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8135 ***********************************************************************
 AD8135  DESIGNATION -  B 58
 AD8135  PID         -  AD8135
 AD8135  STATE/COUNTY-  FL/BROWARD
 AD8135  USGS QUAD   -  WEST OF DEEM CITY (1974)
 AD8135
 AD8135                         *CURRENT SURVEY CONTROL
 AD8135  ___________________________________________________________________
 AD8135* NAD 83(1986)-  26 20 02.     (N)    080 38 13.     (W)     SCALED    
 AD8135* NAVD 88     -         3.693  (meters)      12.12   (feet)  ADJUSTED  
 AD8135  ___________________________________________________________________
 AD8135  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AD8135  DYNAMIC HT  -           3.687 (meters)      12.10  (feet)  COMP
 AD8135  MODELED GRAV-     979,070.1   (mgal)                       NAVD 88
 AD8135
 AD8135  VERT ORDER  -  FIRST     CLASS II
 AD8135
 AD8135.The horizontal coordinates were scaled from a topographic map and have
 AD8135.an estimated accuracy of +/- 6 seconds.
 AD8135
 AD8135.The orthometric height was determined by differential leveling
 AD8135.and adjusted by the National Geodetic Survey in September 1992..
 AD8135
 AD8135.The geoid height was determined by GEOID03.
 AD8135
 AD8135.The dynamic height is computed by dividing the NAVD 88
 AD8135.geopotential number by the normal gravity value computed on the
 AD8135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8135.degrees latitude (g = 980.6199 gals.).
 AD8135
 AD8135.The modeled gravity was interpolated from observed gravity values.
 AD8135
 AD8135;                    North         East    Units  Estimated Accuracy
 AD8135;SPC FL E     -   221,660.      236,240.      MT  (+/- 180 meters Scaled)
 AD8135
 AD8135                          SUPERSEDED SURVEY CONTROL
 AD8135
 AD8135  NGVD 29 (09/01/92)    4.136  (m)           13.57   (f) ADJUSTED    1 2
 AD8135
 AD8135.Superseded values are not recommended for survey control.
 AD8135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8135.See file dsdata.txt to determine how the superseded data were derived.
 AD8135
 AD8135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK362127(NAD 83)
 AD8135_MARKER: DD = SURVEY DISK
 AD8135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8135_SP_SET: POWER POLE FOOTER
 AD8135_STAMPING: B 58 BM SFWM
 AD8135_MARK LOGO: SFLWMD
 AD8135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8135+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1996
 AD8135
 AD8135  HISTORY     - Date     Condition        Report By
 AD8135  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8135  HISTORY     - 19920316 GOOD             NGS
 AD8135  HISTORY     - 19961005 GOOD             FLDEP
 AD8135  HISTORY     - 20040609 GOOD             INDIV
 AD8135
 AD8135                          STATION DESCRIPTION
 AD8135
 AD8135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8135'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8135'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 10.0 KM
 AD8135'(6.20 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8135'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 25, 37.3 M (122.4
 AD8135'FT) NORTH OF THE CENTER OF THE ROAD, 5.2 M (17.1 FT) WEST OF THE
 AD8135'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8135'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8135
 AD8135                          STATION RECOVERY (1996)
 AD8135
 AD8135'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8135'THE MARK IS ABOUT 34.1 MI (54.9 KM) SOUTHEAST OF CLEWISTON, 24.1 MI
 AD8135'(38.8 KM) SOUTH OF BELLE GLADE IN SECTION 21, TOWNSHIP 47 SOUTH, RANGE
 AD8135'37 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE HARBOR, GO
 AD8135'SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL) FOR 0.65 MI
 AD8135'(1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY ON THE MIAMI
 AD8135'CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF ROGERS ROAD ON THE
 AD8135'RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD FOR 6.25 MI (10.06
 AD8135'KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT ON THE PAVED ROAD
 AD8135'AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST SIDE OF THE MIAMI
 AD8135'CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT ON THE DIRT LEVEE
 AD8135'ROAD AND GO SOUTHERLY FOR 16.85 MI (27.12 KM) TO THE Y-JUNCTION OF
 AD8135'LEVEE ROAD NUMBER L-5 ON THE LEFT, TURN LEFT AND GO EAST ON LEVEE ROAD
 AD8135'NUMBER L-5 FOR 8.45 MI (13.60 KM) TO HIGH TENSION POWER POLE NUMBER 25
 AD8135'AND THE MARK ON THE LEFT, SET FLUSH IN THE CONCRETE FOOTER OF THE
 AD8135'SOUTHERNMOST LEG OF THE HIGH TENSION POWER LINE POLE NUMBER 25 AND
 AD8135'ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE GROUND. LOCATED 122.4 FT
 AD8135'(37.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE L-5 LEVEE ROAD,
 AD8135'17.1 FT (5.2 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIM TRACK
 AD8135'POWER LINE ACCESS ROAD, 0.3 FT (9.1 CM) SOUTH OF THE SOUTH SIDE OF THE
 AD8135'SOUTHERNMOST LEG OF HIGH TENSION POWER LINE POLE NUMBER 25 AND 0.3 FT
 AD8135'(9.1 CM) NORTH OF A CARSONITE WITNESS POST.
 AD8135
 AD8135                          STATION RECOVERY (2004)
 AD8135
 AD8135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LB)
 AD8135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9586 ***********************************************************************
 DG9586  DESIGNATION -  B 581
 DG9586  PID         -  DG9586
 DG9586  STATE/COUNTY-  FL/MARION
 DG9586  USGS QUAD   -  OCALA EAST (1991)
 DG9586
 DG9586                         *CURRENT SURVEY CONTROL
 DG9586  ___________________________________________________________________
 DG9586* NAD 83(1986)-  29 08 53.     (N)    082 06 54.     (W)     SCALED    
 DG9586* NAVD 88     -        36.647  (meters)     120.23   (feet)  ADJUSTED  
 DG9586  ___________________________________________________________________
 DG9586  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DG9586  DYNAMIC HT  -          36.595 (meters)     120.06  (feet)  COMP
 DG9586  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 DG9586
 DG9586  VERT ORDER  -  FIRST     CLASS II
 DG9586
 DG9586.The horizontal coordinates were scaled from a topographic map and have
 DG9586.an estimated accuracy of +/- 6 seconds.
 DG9586
 DG9586.The orthometric height was determined by differential leveling
 DG9586.and adjusted by the National Geodetic Survey in May 2005..
 DG9586
 DG9586.Photographs are available for this station.
 DG9586
 DG9586.The geoid height was determined by GEOID03.
 DG9586
 DG9586.The dynamic height is computed by dividing the NAVD 88
 DG9586.geopotential number by the normal gravity value computed on the
 DG9586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9586.degrees latitude (g = 980.6199 gals.).
 DG9586
 DG9586.The modeled gravity was interpolated from observed gravity values.
 DG9586
 DG9586;                    North         East    Units  Estimated Accuracy
 DG9586;SPC FL W     -   533,450.      188,810.      MT  (+/- 180 meters Scaled)
 DG9586
 DG9586                          SUPERSEDED SURVEY CONTROL
 DG9586
 DG9586.No superseded survey control is available for this station.
 DG9586
 DG9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN915249(NAD 83)
 DG9586_MARKER: F = FLANGE-ENCASED ROD
 DG9586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG9586_STAMPING: B 581 2003
 DG9586_MARK LOGO: NGS   
 DG9586_PROJECTION: FLUSH
 DG9586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9586+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 DG9586_ROD/PIPE-DEPTH:  5.2 meters
 DG9586
 DG9586  HISTORY     - Date     Condition        Report By
 DG9586  HISTORY     - 20030609 MONUMENTED       FLDEP
 DG9586
 DG9586                          STATION DESCRIPTION
 DG9586
 DG9586'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9586'THE MARK IS IN OCALA, IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 DG9586'STATE ROAD 464 (SE  17TH STREET) AND THE RAILROAD TRACKS, IN SECTION
 DG9586'33, TOWNSHIP 15 SOUTH, RANGE 22 EAST.
 DG9586' 
 DG9586'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 200 (COLLEGE
 DG9586'ROAD) AND  INTERSTATE 75 OVERPASS IN OCALA, GO NORTHEAST ON STATE ROAD
 DG9586'200 (COLLEGE ROAD) FOR 2.2  MI TO THE JUNCTION OF STATE ROAD 464 (SW
 DG9586'17TH STREET) ON THE RIGHT, TURN RIGHT ON STATE  ROAD 464 (SW 17TH
 DG9586'STREET) AND GO SOUTHEAST THEN EAST FOR 1.2 MI TO THE INTERSECTION OF
 DG9586'U.S. HIGHWAY 27, 301, 441 (PINE AVENUE), CONTINUE EAST ON STATE ROAD
 DG9586'464 (SE 17TH STREET, SE  MARICAMP ROAD) FOR 0.7 MI TO THE INTERSECTION
 DG9586'OF COUNTY ROAD 464A (LAKE WEIR ROAD), TURN  RIGHT ON COUNTY ROAD 464A
 DG9586'(LAKE WEIR ROAD) AND GO SOUTHEAST FOR 1.8 MI TO THE  INTERSECTION OF
 DG9586'THE RAILROAD TRACKS AND THE MARK ON THE LEFT, 0.05 MI NORTHWEST OF THE
 DG9586'JUNCTION OF U.S. HIGHWAY 27, 301, 441, A STAINLESS STEEL ROD DRIVEN TO
 DG9586'REFUSAL AT A DEPTH  OF 17.2 FT WITH A NGS LOGO CAP FLUSH WITH THE
 DG9586'GROUND AND LEVEL WITH COUNTY ROAD 464A,  THE DATUM POINT IS RECESSED
 DG9586'0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG9586' 
 DG9586'LOCATED 79.9 FT EAST OF THE CENTERLINE OF COUNTY ROAD 464A, 63.2 FT
 DG9586'WEST OF A POWER POLE  NUMBER 15559, 52.5 FT NORTH OF THE NORTH RAIL OF
 DG9586'THE RAILROAD TRACKS, 39.3 FT NORTH OF A  CONTROL BOX BEARING THE
 DG9586'INSCRIPTION LAKE WEIR AV MP.S 739.67, 1.0 FT SOUTH OF A 4.0 FT TALL
 DG9586'CHAINLINK FENCE AND 0.9 FT SOUTH OF A CARSONITE WITNESS POST.
 DG9586' 
 DG9586'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DG9586' 
 DG9586'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9258 ***********************************************************************
 DG9258  DESIGNATION -  B 582
 DG9258  PID         -  DG9258
 DG9258  STATE/COUNTY-  FL/MARION
 DG9258  USGS QUAD   -  HALFMOON LAKE (1993)
 DG9258
 DG9258                         *CURRENT SURVEY CONTROL
 DG9258  ___________________________________________________________________
 DG9258* NAD 83(1986)-  29 14 26.     (N)    081 46 14.     (W)     SCALED    
 DG9258* NAVD 88     -        41.479  (meters)     136.09   (feet)  ADJUSTED  
 DG9258  ___________________________________________________________________
 DG9258  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG9258  DYNAMIC HT  -          41.421 (meters)     135.90  (feet)  COMP
 DG9258  MODELED GRAV-     979,246.0   (mgal)                       NAVD 88
 DG9258
 DG9258  VERT ORDER  -  SECOND    CLASS I
 DG9258
 DG9258.The horizontal coordinates were scaled from a topographic map and have
 DG9258.an estimated accuracy of +/- 6 seconds.
 DG9258
 DG9258.The orthometric height was determined by differential leveling
 DG9258.and adjusted by the National Geodetic Survey in June 2005..
 DG9258
 DG9258.The geoid height was determined by GEOID03.
 DG9258
 DG9258.The dynamic height is computed by dividing the NAVD 88
 DG9258.geopotential number by the normal gravity value computed on the
 DG9258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9258.degrees latitude (g = 980.6199 gals.).
 DG9258
 DG9258.The modeled gravity was interpolated from observed gravity values.
 DG9258
 DG9258;                    North         East    Units  Estimated Accuracy
 DG9258;SPC FL W     -   543,710.      222,300.      MT  (+/- 180 meters Scaled)
 DG9258
 DG9258                          SUPERSEDED SURVEY CONTROL
 DG9258
 DG9258.No superseded survey control is available for this station.
 DG9258
 DG9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN251348(NAD 83)
 DG9258_MARKER: DD = SURVEY DISK
 DG9258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9258_STAMPING: B 582 2003
 DG9258_MARK LOGO: FLDEP 
 DG9258_PROJECTION: FLUSH
 DG9258_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9258+STABILITY: SURFACE MOTION
 DG9258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9258+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9258
 DG9258  HISTORY     - Date     Condition        Report By
 DG9258  HISTORY     - 20030624 MONUMENTED       FLDEP
 DG9258
 DG9258                          STATION DESCRIPTION
 DG9258
 DG9258'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9258'THE MARK IS ABOUT 8.5 MI NORTHEAST OF FOREST CORNERS, 7.5 MI
 DG9258'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 26, TOWNSHIP 14 SOUTH,
 DG9258'RANGE 25 EAST.
 DG9258' 
 DG9258'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 AND COUNTY
 DG9258'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE HIGHWAY 40 FOR
 DG9258'7.55 MI TO THE JUNCTION OF FOREST  ROAD FR 88 (NORTHEAST 231 AVENUE,
 DG9258'NORTHEAST 230 AVENUE, NORTHEAST 203RD AVENUE) ON  THE LEFT, TURN LEFT
 DG9258'ON FOREST ROAD FR 88 (NORTHEAST 231 AVENUE, NORTHEAST 230 AVENUE,
 DG9258'NORTHEAST 203RD AVENUE) AND GO NORTH FOR 4.35 MI TO THE MARK ON THE
 DG9258'LEFT, SET IN THE TOP  OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DG9258'GROUND AND ABOUT 3.0 FT ABOVE THE LEVEL  OF FOREST ROAD FR 88.
 DG9258' 
 DG9258'LOCATED 35.3 FT WEST OF THE CENTERLINE OF NORTHEAST 203RD AVENUE ROAD,
 DG9258'20.5 FT NORTH OF  A DIM TRACK ROAD AND 6.0 FT EAST OF A CARSONITE
 DG9258'WITNESS POST.
 DG9258' 
 DG9258'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9258'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7323 ***********************************************************************
 DG7323  DESIGNATION -  B 583
 DG7323  PID         -  DG7323
 DG7323  STATE/COUNTY-  FL/COLLIER
 DG7323  USGS QUAD   -  CORKSCREW SE (1973)
 DG7323
 DG7323                         *CURRENT SURVEY CONTROL
 DG7323  ___________________________________________________________________
 DG7323* NAD 83(1986)-  26 17 35.     (N)    081 33 41.     (W)     SCALED    
 DG7323* NAVD 88     -         4.610  (meters)      15.12   (feet)  ADJUSTED  
 DG7323  ___________________________________________________________________
 DG7323  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 DG7323  DYNAMIC HT  -           4.603 (meters)      15.10  (feet)  COMP
 DG7323  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 DG7323
 DG7323  VERT ORDER  -  SECOND    CLASS I
 DG7323
 DG7323.The horizontal coordinates were scaled from a topographic map and have
 DG7323.an estimated accuracy of +/- 6 seconds.
 DG7323
 DG7323.The orthometric height was determined by differential leveling
 DG7323.and adjusted by the National Geodetic Survey in March 2005..
 DG7323
 DG7323.The geoid height was determined by GEOID03.
 DG7323
 DG7323.The dynamic height is computed by dividing the NAVD 88
 DG7323.geopotential number by the normal gravity value computed on the
 DG7323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7323.degrees latitude (g = 980.6199 gals.).
 DG7323
 DG7323.The modeled gravity was interpolated from observed gravity values.
 DG7323
 DG7323;                    North         East    Units  Estimated Accuracy
 DG7323;SPC FL E     -   217,200.      143,940.      MT  (+/- 180 meters Scaled)
 DG7323
 DG7323                          SUPERSEDED SURVEY CONTROL
 DG7323
 DG7323.No superseded survey control is available for this station.
 DG7323
 DG7323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK439082(NAD 83)
 DG7323_MARKER: DD = SURVEY DISK
 DG7323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7323_STAMPING: B 583 2003
 DG7323_MARK LOGO: FLDEP 
 DG7323_PROJECTION: RECESSED 3 CENTIMETERS
 DG7323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7323+STABILITY: SURFACE MOTION
 DG7323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7323+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 DG7323
 DG7323  HISTORY     - Date     Condition        Report By
 DG7323  HISTORY     - 20030529 MONUMENTED       FLDEP
 DG7323
 DG7323                          STATION DESCRIPTION
 DG7323
 DG7323'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG7323'THE MARK IS ABOUT 17.1 MI NORTHEAST OF NAPLES, IN SECTION 19, TOWNSHIP
 DG7323'48 SOUTH, RANGE 28  EAST.
 DG7323' 
 DG7323'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 846 (IMMOKALEE
 DG7323'ROAD) AND COUNTY  ROAD 858 (OIL WELL ROAD) ABOUT 14.5 MI NORTHEAST OF
 DG7323'NAPLES, GO EAST ON COUNTY ROAD 858  FOR 2.1 MI CROSSING OVER THE
 DG7323'GOLDEN GATE MAIN CANAL AND THE MARK ON THE RIGHT, SET IN  THE TOP OF A
 DG7323'ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND
 DG7323'AND ABOUT 3.0 FT BELOW THE LEVEL OF COUNTY ROAD 858.
 DG7323' 
 DG7323'LOCATED 47.5 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DG7323'858, 38.0 FT SOUTH OF  THE EDGE OF THE PAVEMENT OF COUNTY ROAD 858,
 DG7323'35.0 FT SOUTHEAST OF THE SOUTHEAST  CONCRETE BRIDGE GUARDRAIL, 4.1 FT
 DG7323'SOUTH OF A WOODEN POWER POLE AND 1.2 FT NORTH OF A  CARSONITE WITNESS
 DG7323'POST.
 DG7323' 
 DG7323'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG7300 ***********************************************************************
 DG7300  DESIGNATION -  B 584
 DG7300  PID         -  DG7300
 DG7300  STATE/COUNTY-  FL/COLLIER
 DG7300  USGS QUAD   -  BELLE MEADE NE (1973)
 DG7300
 DG7300                         *CURRENT SURVEY CONTROL
 DG7300  ___________________________________________________________________
 DG7300* NAD 83(1986)-  26 10 20.     (N)    081 32 36.     (W)     SCALED    
 DG7300* NAVD 88     -         3.296  (meters)      10.81   (feet)  ADJUSTED  
 DG7300  ___________________________________________________________________
 DG7300  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 DG7300  DYNAMIC HT  -           3.291 (meters)      10.80  (feet)  COMP
 DG7300  MODELED GRAV-     979,043.5   (mgal)                       NAVD 88
 DG7300
 DG7300  VERT ORDER  -  SECOND    CLASS I
 DG7300
 DG7300.The horizontal coordinates were scaled from a topographic map and have
 DG7300.an estimated accuracy of +/- 6 seconds.
 DG7300
 DG7300.The orthometric height was determined by differential leveling
 DG7300.and adjusted by the National Geodetic Survey in March 2005..
 DG7300
 DG7300.The geoid height was determined by GEOID03.
 DG7300
 DG7300.The dynamic height is computed by dividing the NAVD 88
 DG7300.geopotential number by the normal gravity value computed on the
 DG7300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7300.degrees latitude (g = 980.6199 gals.).
 DG7300
 DG7300.The modeled gravity was interpolated from observed gravity values.
 DG7300
 DG7300;                    North         East    Units  Estimated Accuracy
 DG7300;SPC FL E     -   203,810.      145,690.      MT  (+/- 180 meters Scaled)
 DG7300
 DG7300                          SUPERSEDED SURVEY CONTROL
 DG7300
 DG7300.No superseded survey control is available for this station.
 DG7300
 DG7300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ457948(NAD 83)
 DG7300_MARKER: DD = SURVEY DISK
 DG7300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7300_STAMPING: B 584 2003
 DG7300_MARK LOGO: FLDEP 
 DG7300_PROJECTION: RECESSED 5 CENTIMETERS
 DG7300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7300+STABILITY: SURFACE MOTION
 DG7300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7300+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 DG7300
 DG7300  HISTORY     - Date     Condition        Report By
 DG7300  HISTORY     - 20030612 MONUMENTED       FLDEP
 DG7300
 DG7300                          STATION DESCRIPTION
 DG7300
 DG7300'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG7300'THE MARK IS ABOUT 15.5 MI EAST OF NAPLES, ESTIMATED SECTION 30,
 DG7300'TOWNSHIP 49 SOUTH, RANGE  28 EAST.
 DG7300' 
 DG7300'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 951 (COLLIER
 DG7300'BOULEVARD) AND  COUNTY ROAD 876 (GOLDEN GATE BOULEVARD) ABOUT 8.0 MI
 DG7300'NORTHEAST OF NAPLES, GO EAST ON  GOLDEN GATE BOULEVARD FOR 5.0 MI TO
 DG7300'THE INTERSECTION OF WILSON BOULEVARD, CONTINUE  EAST ON GOLDEN GATE
 DG7300'BOULEVARD FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES  BOULEVARD,
 DG7300'TURN RIGHT ON EVERGLADES BOULEVARD AND GO SOUTH FOR 4.0 MI TO THE
 DG7300'INTERSECTION OF 32ND AVENUE SOUTHEAST AND THE MARK ON THE LEFT, SET IN
 DG7300'THE TOP OF A  ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL
 DG7300'OF THE GROUND AND LEVEL  WITH 32ND AVENUE SOUTHEAST.
 DG7300' 
 DG7300'LOCATED 117.0 FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES
 DG7300'BOULEVARD, 88.4 FT  EAST OF POWER POLE NUMBER 511-10, 27.1 FT SOUTH OF
 DG7300'THE APPROXIMATE CENTERLINE OF 32ND  AVENUE SOUTHEAST AND 2.4 FT
 DG7300'NORTHWEST OF A CARSONITE WITNESS POST.
 DG7300' 
 DG7300'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8070 ***********************************************************************
 DG8070  DESIGNATION -  B 585
 DG8070  PID         -  DG8070
 DG8070  STATE/COUNTY-  FL/LEVY
 DG8070  USGS QUAD   -  BRONSON NE (1988)
 DG8070
 DG8070                         *CURRENT SURVEY CONTROL
 DG8070  ___________________________________________________________________
 DG8070* NAD 83(1986)-  29 23 22.     (N)    082 36 39.     (W)     SCALED    
 DG8070* NAVD 88     -        23.423  (meters)      76.85   (feet)  ADJUSTED  
 DG8070  ___________________________________________________________________
 DG8070  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DG8070  DYNAMIC HT  -          23.391 (meters)      76.74  (feet)  COMP
 DG8070  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 DG8070
 DG8070  VERT ORDER  -  FIRST     CLASS II
 DG8070
 DG8070.The horizontal coordinates were scaled from a topographic map and have
 DG8070.an estimated accuracy of +/- 6 seconds.
 DG8070
 DG8070.The orthometric height was determined by differential leveling
 DG8070.and adjusted by the National Geodetic Survey in May 2005..
 DG8070.No vertical observational check was made to the station.
 DG8070
 DG8070.Photographs are available for this station.
 DG8070
 DG8070.The geoid height was determined by GEOID03.
 DG8070
 DG8070.The dynamic height is computed by dividing the NAVD 88
 DG8070.geopotential number by the normal gravity value computed on the
 DG8070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8070.degrees latitude (g = 980.6199 gals.).
 DG8070
 DG8070.The modeled gravity was interpolated from observed gravity values.
 DG8070
 DG8070;                    North         East    Units  Estimated Accuracy
 DG8070;SPC FL W     -   560,350.      140,710.      MT  (+/- 180 meters Scaled)
 DG8070
 DG8070                          SUPERSEDED SURVEY CONTROL
 DG8070
 DG8070.No superseded survey control is available for this station.
 DG8070
 DG8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN436522(NAD 83)
 DG8070_MARKER: F = FLANGE-ENCASED ROD
 DG8070_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG8070_STAMPING: B 585 2003
 DG8070_MARK LOGO: NGS   
 DG8070_PROJECTION: FLUSH
 DG8070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8070+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 DG8070_ROD/PIPE-DEPTH: 10.8 meters
 DG8070
 DG8070  HISTORY     - Date     Condition        Report By
 DG8070  HISTORY     - 20030722 MONUMENTED       FLDEP
 DG8070
 DG8070                          STATION DESCRIPTION
 DG8070
 DG8070'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8070'THE MARK IS ABOUT 4.3 MI SOUTH-SOUTHEAST OF BRONSON, IN SECTION 4,
 DG8070'TOWNSHIP 13 SOUTH,  RANGE 17 EAST.
 DG8070' 
 DG8070'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27
 DG8070'AND COUNTY ROAD  337 IN BRONSON, GO SOUTH-SOUTHEAST ON COUNTY ROAD 337
 DG8070'FOR 4.2 MI TO THE JUNCTION OF A  DRIVEWAY AT 3991 COUNTY ROAD 337 ON
 DG8070'THE LEFT AND THE MARK ON THE RIGHT, A STAINLESS  STEEL ROD DRIVEN TO
 DG8070'REFUSAL AT A DEPTH OF 35.5 FT WITH AN NGS LOGO CAP FLUSH WITH THE
 DG8070'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 337, THE DATUM
 DG8070'POINT IS  RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG8070' 
 DG8070'LOCATED 76.8 FT SOUTH OF A WOODEN POWER POLE, 50.4 FT WEST OF THE
 DG8070'APPROXIMATE  CENTERLINE OF COUNTY ROAD 337, 1.2 FT EAST OF A BARB WIRE
 DG8070'FENCE AND 0.8 FT EAST OF A  CARSONITE WITNESS POST.
 DG8070' 
 DG8070'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG8070' 
 DG8070'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9855 ***********************************************************************
 DG9855  DESIGNATION -  B 586
 DG9855  PID         -  DG9855
 DG9855  STATE/COUNTY-  FL/LEVY
 DG9855  USGS QUAD   -  BRONSON SE (1988)
 DG9855
 DG9855                         *CURRENT SURVEY CONTROL
 DG9855  ___________________________________________________________________
 DG9855* NAD 83(1986)-  29 21 56.     (N)    082 30 04.     (W)     SCALED    
 DG9855* NAVD 88     -        26.114  (meters)      85.68   (feet)  ADJUSTED  
 DG9855  ___________________________________________________________________
 DG9855  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DG9855  DYNAMIC HT  -          26.078 (meters)      85.56  (feet)  COMP
 DG9855  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 DG9855
 DG9855  VERT ORDER  -  SECOND    CLASS I
 DG9855
 DG9855.The horizontal coordinates were scaled from a topographic map and have
 DG9855.an estimated accuracy of +/- 6 seconds.
 DG9855
 DG9855.The orthometric height was determined by differential leveling
 DG9855.and adjusted by the National Geodetic Survey in May 2005..
 DG9855.No vertical observational check was made to the station.
 DG9855
 DG9855.Photographs are available for this station.
 DG9855
 DG9855.The geoid height was determined by GEOID03.
 DG9855
 DG9855.The dynamic height is computed by dividing the NAVD 88
 DG9855.geopotential number by the normal gravity value computed on the
 DG9855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9855.degrees latitude (g = 980.6199 gals.).
 DG9855
 DG9855.The modeled gravity was interpolated from observed gravity values.
 DG9855
 DG9855;                    North         East    Units  Estimated Accuracy
 DG9855;SPC FL W     -   557,650.      151,350.      MT  (+/- 180 meters Scaled)
 DG9855
 DG9855                          SUPERSEDED SURVEY CONTROL
 DG9855
 DG9855.No superseded survey control is available for this station.
 DG9855
 DG9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN543494(NAD 83)
 DG9855_MARKER: DD = SURVEY DISK
 DG9855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9855_STAMPING: B 586 2003
 DG9855_MARK LOGO: FLDEP 
 DG9855_PROJECTION: FLUSH
 DG9855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9855+STABILITY: SURFACE MOTION
 DG9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9855+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 DG9855
 DG9855  HISTORY     - Date     Condition        Report By
 DG9855  HISTORY     - 20030725 MONUMENTED       FLDEP
 DG9855
 DG9855                          STATION DESCRIPTION
 DG9855
 DG9855'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9855'THE MARK IS ABOUT 3.5 MI SOUTHWEST OF WILLISTON, IN SECTION 10,
 DG9855'TOWNSHIP 13 SOUTH, RANGE  18 EAST.
 DG9855' 
 DG9855'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH,
 DG9855'STATE ROAD 121 SOUTH  AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE
 DG9855'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41  FOR 0.8 MI TO THE
 DG9855'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE
 DG9855'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 3.0 MI TO THE MARK
 DG9855'ON THE LEFT, SET  IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DG9855'THE GROUND AND LEVEL WITH STATE  ROAD 121.
 DG9855' 
 DG9855'LOCATED 105.2 FT EAST OF POWER POLE NUMBER 4004533, 50.9 FT SOUTHEAST
 DG9855'OF THE APPROXIMATE  CENTERLINE OF STATE ROAD 121, 1.4 FT NORTHWEST OF
 DG9855'A BARB WIRE FENCE AND 0.9 FT  NORTHWEST OF A CARSONITE WITNESS POST.
 DG9855' 
 DG9855'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8041 ***********************************************************************
 DG8041  DESIGNATION -  B 587
 DG8041  PID         -  DG8041
 DG8041  STATE/COUNTY-  FL/ALACHUA
 DG8041  USGS QUAD   -  ARCHER (1993)
 DG8041
 DG8041                         *CURRENT SURVEY CONTROL
 DG8041  ___________________________________________________________________
 DG8041* NAD 83(1986)-  29 30 44.     (N)    082 30 24.     (W)     SCALED    
 DG8041* NAVD 88     -        25.339  (meters)      83.13   (feet)  ADJUSTED  
 DG8041  ___________________________________________________________________
 DG8041  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DG8041  DYNAMIC HT  -          25.305 (meters)      83.02  (feet)  COMP
 DG8041  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 DG8041
 DG8041  VERT ORDER  -  FIRST     CLASS II
 DG8041
 DG8041.The horizontal coordinates were scaled from a topographic map and have
 DG8041.an estimated accuracy of +/- 6 seconds.
 DG8041
 DG8041.The orthometric height was determined by differential leveling
 DG8041.and adjusted by the National Geodetic Survey in May 2005..
 DG8041
 DG8041.Photographs are available for this station.
 DG8041
 DG8041.The geoid height was determined by GEOID03.
 DG8041
 DG8041.The dynamic height is computed by dividing the NAVD 88
 DG8041.geopotential number by the normal gravity value computed on the
 DG8041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8041.degrees latitude (g = 980.6199 gals.).
 DG8041
 DG8041.The modeled gravity was interpolated from observed gravity values.
 DG8041
 DG8041;                    North         East    Units  Estimated Accuracy
 DG8041;SPC FL N     -    58,470.      793,260.      MT  (+/- 180 meters Scaled)
 DG8041
 DG8041                          SUPERSEDED SURVEY CONTROL
 DG8041
 DG8041.No superseded survey control is available for this station.
 DG8041
 DG8041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN539656(NAD 83)
 DG8041_MARKER: DD = SURVEY DISK
 DG8041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8041_STAMPING: B 587 2003
 DG8041_MARK LOGO: FLDEP 
 DG8041_PROJECTION: RECESSED 5 CENTIMETERS
 DG8041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8041+STABILITY: SURFACE MOTION
 DG8041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8041+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003
 DG8041
 DG8041  HISTORY     - Date     Condition        Report By
 DG8041  HISTORY     - 20030726 MONUMENTED       FLDEP
 DG8041
 DG8041                          STATION DESCRIPTION
 DG8041
 DG8041'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8041'THE MARK IS ABOUT 1.5 MI SOUTH-SOUTHEAST OF ARCHER, IN SECTION 21,
 DG8041'TOWNSHIP 11 SOUTH,  RANGE 18 EAST.
 DG8041' 
 DG8041'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 27 AND
 DG8041'STATE ROAD 24 IN  ARCHER, GO SOUTH ON U.S. HIGHWAYS 41, 27 (UNIVERSITY
 DG8041'AVENUE) FOR 2.0 MI TO THE JUNCTION OF  SOUTH BOUNDARY STREET ON THE
 DG8041'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND  CONCRETE
 DG8041'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0
 DG8041'FT  BELOW THE LEVEL OF U.S. HIGHWAYS 41, 27.
 DG8041' 
 DG8041'LOCATED 87.9 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DG8041'BOUNDARY STREET,  73.3 FT NORTHEAST OF POWER POLE NUMBER 414667, 43.7
 DG8041'FT NORTHEAST OF THE APPROXIMATE  CENTERLINE OF U.S. HIGHWAYS 41, 27
 DG8041'AND 1.1 FT SOUTHWEST OF A CARSONITE WITNESS POST.
 DG8041' 
 DG8041'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8093 ***********************************************************************
 DG8093  DESIGNATION -  B 588
 DG8093  PID         -  DG8093
 DG8093  STATE/COUNTY-  FL/LEVY
 DG8093  USGS QUAD   -  YANKEETOWN (1993)
 DG8093
 DG8093                         *CURRENT SURVEY CONTROL
 DG8093  ___________________________________________________________________
 DG8093* NAD 83(1986)-  29 03 17.     (N)    082 39 22.     (W)     SCALED    
 DG8093* NAVD 88     -         5.765  (meters)      18.91   (feet)  ADJUSTED  
 DG8093  ___________________________________________________________________
 DG8093  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DG8093  DYNAMIC HT  -           5.757 (meters)      18.89  (feet)  COMP
 DG8093  MODELED GRAV-     979,242.0   (mgal)                       NAVD 88
 DG8093
 DG8093  VERT ORDER  -  FIRST     CLASS II
 DG8093
 DG8093.The horizontal coordinates were scaled from a topographic map and have
 DG8093.an estimated accuracy of +/- 6 seconds.
 DG8093
 DG8093.The orthometric height was determined by differential leveling
 DG8093.and adjusted by the National Geodetic Survey in May 2005..
 DG8093.No vertical observational check was made to the station.
 DG8093
 DG8093.The geoid height was determined by GEOID03.
 DG8093
 DG8093.The dynamic height is computed by dividing the NAVD 88
 DG8093.geopotential number by the normal gravity value computed on the
 DG8093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8093.degrees latitude (g = 980.6199 gals.).
 DG8093
 DG8093.The modeled gravity was interpolated from observed gravity values.
 DG8093
 DG8093;                    North         East    Units  Estimated Accuracy
 DG8093;SPC FL W     -   523,270.      136,110.      MT  (+/- 180 meters Scaled)
 DG8093
 DG8093                          SUPERSEDED SURVEY CONTROL
 DG8093
 DG8093.No superseded survey control is available for this station.
 DG8093
 DG8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN387151(NAD 83)
 DG8093_MARKER: DD = SURVEY DISK
 DG8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8093_STAMPING: B 588 2003
 DG8093_MARK LOGO: FLDEP 
 DG8093_PROJECTION: FLUSH
 DG8093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8093+STABILITY: SURFACE MOTION
 DG8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8093+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 DG8093
 DG8093  HISTORY     - Date     Condition        Report By
 DG8093  HISTORY     - 20030824 MONUMENTED       FLDEP
 DG8093  HISTORY     - 20040324 GOOD             FLDEP
 DG8093
 DG8093                          STATION DESCRIPTION
 DG8093
 DG8093'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8093'THE MARK IS ABOUT 1.8 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 26,
 DG8093'TOWNSHIP 16 SOUTH,  RANGE 16 EAST.
 DG8093' 
 DG8093'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND
 DG8093'COUNTY ROAD 40 IN  INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.9 MI
 DG8093'TO THE JUNCTION OF SOUTHEAST 68TH  AVENUE ON THE RIGHT AND THE MARK ON
 DG8093'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT FLUSH WITH THE
 DG8093'GROUND AND LEVEL WITH SOUTHEAST 68TH AVENUE.
 DG8093' 
 DG8093'LOCATED 71.7 FT SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 DG8093'19, 98 NORTHBOUND,  57.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DG8093'SOUTHEAST 68TH AVENUE, 9.5 FT  SOUTH-SOUTHWEST OF A METAL FIBER OPTIC
 DG8093'CABLE WARNING SIGN AND 0.9 FT NORTHWEST OF A  CARSONITE WITNESS POST.
 DG8093' 
 DG8093'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DG8093
 DG8093                          STATION RECOVERY (2004)
 DG8093
 DG8093'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (MLS)
 DG8093'THE MARK IS ABOUT 1.8 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 26,
 DG8093'TOWNSHIP 16 SOUTH,  RANGE 16 EAST.
 DG8093' 
 DG8093'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND
 DG8093'COUNTY ROAD 40 IN  INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.9 MI
 DG8093'TO THE JUNCTION OF SOUTHEAST 68TH  AVENUE ON THE RIGHT AND THE MARK ON
 DG8093'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT FLUSH WITH THE
 DG8093'GROUND AND LEVEL WITH SOUTHEAST 68TH AVENUE.
 DG8093' 
 DG8093'LOCATED 71.7 FT SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 DG8093'19, 98 NORTHBOUND,  57.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DG8093'SOUTHEAST 68TH AVENUE, 9.5 FT  SOUTH-SOUTHWEST OF A METAL FIBER OPTIC
 DG8093'CABLE WARNING SIGN AND 0.9 FT NORTHWEST OF A  CARSONITE WITNESS POST.
 DG8093' 
 DG8093'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8576 ***********************************************************************
 DG8576  DESIGNATION -  B 589
 DG8576  PID         -  DG8576
 DG8576  STATE/COUNTY-  FL/MARION
 DG8576  USGS QUAD   -  SHADY (1991)
 DG8576
 DG8576                         *CURRENT SURVEY CONTROL
 DG8576  ___________________________________________________________________
 DG8576* NAD 83(1986)-  29 01 33.     (N)    082 12 21.     (W)     SCALED    
 DG8576* NAVD 88     -        24.752  (meters)      81.21   (feet)  ADJUSTED  
 DG8576  ___________________________________________________________________
 DG8576  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DG8576  DYNAMIC HT  -          24.717 (meters)      81.09  (feet)  COMP
 DG8576  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 DG8576
 DG8576  VERT ORDER  -  FIRST     CLASS II
 DG8576
 DG8576.The horizontal coordinates were scaled from a topographic map and have
 DG8576.an estimated accuracy of +/- 6 seconds.
 DG8576
 DG8576.The orthometric height was determined by differential leveling
 DG8576.and adjusted by the National Geodetic Survey in May 2005..
 DG8576
 DG8576.Photographs are available for this station.
 DG8576
 DG8576.The geoid height was determined by GEOID03.
 DG8576
 DG8576.The dynamic height is computed by dividing the NAVD 88
 DG8576.geopotential number by the normal gravity value computed on the
 DG8576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8576.degrees latitude (g = 980.6199 gals.).
 DG8576
 DG8576.The modeled gravity was interpolated from observed gravity values.
 DG8576
 DG8576;                    North         East    Units  Estimated Accuracy
 DG8576;SPC FL W     -   519,910.      179,950.      MT  (+/- 180 meters Scaled)
 DG8576
 DG8576                          SUPERSEDED SURVEY CONTROL
 DG8576
 DG8576.No superseded survey control is available for this station.
 DG8576
 DG8576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN825114(NAD 83)
 DG8576_MARKER: DD = SURVEY DISK
 DG8576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8576_STAMPING: B 589 2003
 DG8576_MARK LOGO: FLDEP 
 DG8576_PROJECTION: FLUSH
 DG8576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8576+STABILITY: SURFACE MOTION
 DG8576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8576+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 DG8576
 DG8576  HISTORY     - Date     Condition        Report By
 DG8576  HISTORY     - 20031004 MONUMENTED       FLDEP
 DG8576
 DG8576                          STATION DESCRIPTION
 DG8576
 DG8576'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG8576'THE MARK IS ABOUT 9.0 MI WEST OF BELLEVIEW, IN SECTION 9, TOWNSHIP 17
 DG8576'SOUTH, RANGE 21 EAST.
 DG8576' 
 DG8576'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, 301, 441
 DG8576'AND COUNTY ROAD 484  IN BELLEVIEW, GO SOUTHWEST ON COUNTY ROAD 484 FOR
 DG8576'7.85 MI TO THE INTERSTATE 75  OVERPASS, CONTINUE WEST ON COUNTY ROAD
 DG8576'484 FOR 2.9 MI TO THE MARK ON THE LEFT, SET IN  THE TOP OF A ROUND
 DG8576'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY  ROAD
 DG8576'484.
 DG8576' 
 DG8576'LOCATED 53.6 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DG8576'484, 1.7 FT NORTH OF  A BARB WIRE FENCE AND 1.5 FT NORTH OF A
 DG8576'CARSONITE WITNESS POST.
 DG8576' 
 DG8576'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1239 ***********************************************************************
 AQ1239  DESIGNATION -  B 59
 AQ1239  PID         -  AQ1239
 AQ1239  STATE/COUNTY-  FL/VOLUSIA
 AQ1239  USGS QUAD   -  DE LAND (1993)
 AQ1239
 AQ1239                         *CURRENT SURVEY CONTROL
 AQ1239  ___________________________________________________________________
 AQ1239* NAD 83(1986)-  29 03 25.     (N)    081 21 49.     (W)     SCALED    
 AQ1239* NAVD 88     -         8.127  (meters)      26.66   (feet)  ADJUSTED  
 AQ1239  ___________________________________________________________________
 AQ1239  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AQ1239  DYNAMIC HT  -           8.116 (meters)      26.63  (feet)  COMP
 AQ1239  MODELED GRAV-     979,248.2   (mgal)                       NAVD 88
 AQ1239
 AQ1239  VERT ORDER  -  SECOND    CLASS 0
 AQ1239
 AQ1239.The horizontal coordinates were scaled from a topographic map and have
 AQ1239.an estimated accuracy of +/- 6 seconds.
 AQ1239
 AQ1239.The orthometric height was determined by differential leveling
 AQ1239.and adjusted by the National Geodetic Survey in June 1991..
 AQ1239
 AQ1239.The geoid height was determined by GEOID03.
 AQ1239
 AQ1239.The dynamic height is computed by dividing the NAVD 88
 AQ1239.geopotential number by the normal gravity value computed on the
 AQ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1239.degrees latitude (g = 980.6199 gals.).
 AQ1239
 AQ1239.The modeled gravity was interpolated from observed gravity values.
 AQ1239
 AQ1239;                    North         East    Units  Estimated Accuracy
 AQ1239;SPC FL E     -   523,400.      164,590.      MT  (+/- 180 meters Scaled)
 AQ1239
 AQ1239                          SUPERSEDED SURVEY CONTROL
 AQ1239
 AQ1239  NGVD 29 (??/??/92)    8.444  (m)           27.70   (f) ADJ UNCH    2 0
 AQ1239
 AQ1239.Superseded values are not recommended for survey control.
 AQ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1239.See file dsdata.txt to determine how the superseded data were derived.
 AQ1239
 AQ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN646143(NAD 83)
 AQ1239_MARKER: DB = BENCH MARK DISK
 AQ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ1239_STAMPING: B-59 1934
 AQ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1239+STABILITY: SURFACE MOTION
 AQ1239
 AQ1239  HISTORY     - Date     Condition        Report By
 AQ1239  HISTORY     - 1934     MONUMENTED       CGS
 AQ1239  HISTORY     - 1977     MARK NOT FOUND   NGS
 AQ1239
 AQ1239                          STATION DESCRIPTION
 AQ1239
 AQ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AQ1239'1.9 MI S FROM GLENWOOD.
 AQ1239'IS LOCATED 1.9 MILES SOUTH OF THE A.C.L. RWY. STATION, 7
 AQ1239'TELEGRAPH POLES SOUTH OF MILE POST 104, 12 TELEGRAPH POLES
 AQ1239'SOUTH OF SIGNAL TOWER, 40.6 FT. EAST OF EAST RAIL OF TRACK,
 AQ1239'25 FT. SOUTH OF CENTERLINE OF GRADE CROSSING OF DIRT ROAD THAT
 AQ1239'TURNS AND RUNS NORTH PARALLEL TO TRACK, 15.3 FT. EAST OF A TELEGRAPH
 AQ1239'POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 AQ1239
 AQ1239                          STATION RECOVERY (1977)
 AQ1239
 AQ1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8134 ***********************************************************************
 AD8134  DESIGNATION -  B 59
 AD8134  PID         -  AD8134
 AD8134  STATE/COUNTY-  FL/BROWARD
 AD8134  USGS QUAD   -  DEEM CITY (1974)
 AD8134
 AD8134                         *CURRENT SURVEY CONTROL
 AD8134  ___________________________________________________________________
 AD8134* NAD 83(1986)-  26 20 02.     (N)    080 37 17.     (W)     SCALED    
 AD8134* NAVD 88     -         3.502  (meters)      11.49   (feet)  ADJUSTED  
 AD8134  ___________________________________________________________________
 AD8134  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AD8134  DYNAMIC HT  -           3.497 (meters)      11.47  (feet)  COMP
 AD8134  MODELED GRAV-     979,070.9   (mgal)                       NAVD 88
 AD8134
 AD8134  VERT ORDER  -  FIRST     CLASS II
 AD8134
 AD8134.The horizontal coordinates were scaled from a topographic map and have
 AD8134.an estimated accuracy of +/- 6 seconds.
 AD8134
 AD8134.The orthometric height was determined by differential leveling
 AD8134.and adjusted by the National Geodetic Survey in September 1992..
 AD8134
 AD8134.The geoid height was determined by GEOID03.
 AD8134
 AD8134.The dynamic height is computed by dividing the NAVD 88
 AD8134.geopotential number by the normal gravity value computed on the
 AD8134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8134.degrees latitude (g = 980.6199 gals.).
 AD8134
 AD8134.The modeled gravity was interpolated from observed gravity values.
 AD8134
 AD8134;                    North         East    Units  Estimated Accuracy
 AD8134;SPC FL E     -   221,660.      237,800.      MT  (+/- 180 meters Scaled)
 AD8134
 AD8134                          SUPERSEDED SURVEY CONTROL
 AD8134
 AD8134  NGVD 29 (09/01/92)    3.945  (m)           12.94   (f) ADJUSTED    1 2
 AD8134
 AD8134.Superseded values are not recommended for survey control.
 AD8134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8134.See file dsdata.txt to determine how the superseded data were derived.
 AD8134
 AD8134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK377127(NAD 83)
 AD8134_MARKER: DD = SURVEY DISK
 AD8134_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8134_SP_SET: FOOTING
 AD8134_STAMPING: B 59 BM SFWM
 AD8134_MARK LOGO: SFLWMD
 AD8134_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8134+STABILITY: POSITION/ELEVATION WELL
 AD8134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8134+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8134
 AD8134  HISTORY     - Date     Condition        Report By
 AD8134  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8134  HISTORY     - 19920316 GOOD             NGS
 AD8134
 AD8134                          STATION DESCRIPTION
 AD8134
 AD8134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8134'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8134'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 8.4 KM
 AD8134'(5.20 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8134'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 21, 38.5 M (126.3
 AD8134'FT) NORTH OF THE CENTER OF THE ROAD, 5.4 M (17.7 FT) WEST OF THE
 AD8134'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8134'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH7858 ***********************************************************************
 DH7858  DESIGNATION -  B 590
 DH7858  PID         -  DH7858
 DH7858  STATE/COUNTY-  FL/PUTNAM
 DH7858  USGS QUAD   -  PALATKA (1992)
 DH7858
 DH7858                         *CURRENT SURVEY CONTROL
 DH7858  ___________________________________________________________________
 DH7858* NAD 83(1986)-  29 42 14.     (N)    081 43 30.     (W)     SCALED    
 DH7858* NAVD 88     -         6.722  (meters)      22.05   (feet)  ADJUSTED  
 DH7858  ___________________________________________________________________
 DH7858  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DH7858  DYNAMIC HT  -           6.713 (meters)      22.02  (feet)  COMP
 DH7858  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 DH7858
 DH7858  VERT ORDER  -  SECOND    CLASS I
 DH7858
 DH7858.The horizontal coordinates were scaled from a topographic map and have
 DH7858.an estimated accuracy of +/- 6 seconds.
 DH7858
 DH7858.The orthometric height was determined by differential leveling
 DH7858.and adjusted by the National Geodetic Survey in July 2006..
 DH7858
 DH7858.The geoid height was determined by GEOID03.
 DH7858
 DH7858.The dynamic height is computed by dividing the NAVD 88
 DH7858.geopotential number by the normal gravity value computed on the
 DH7858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7858.degrees latitude (g = 980.6199 gals.).
 DH7858
 DH7858.The modeled gravity was interpolated from observed gravity values.
 DH7858
 DH7858;                    North         East    Units  Estimated Accuracy
 DH7858;SPC FL E     -   595,270.      129,840.      MT  (+/- 180 meters Scaled)
 DH7858
 DH7858                          SUPERSEDED SURVEY CONTROL
 DH7858
 DH7858.No superseded survey control is available for this station.
 DH7858
 DH7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN298861(NAD 83)
 DH7858_MARKER: F = FLANGE-ENCASED ROD
 DH7858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH7858_STAMPING: B 590 2003
 DH7858_MARK LOGO: NGS   
 DH7858_PROJECTION: RECESSED 10 CENTIMETERS
 DH7858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7858+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH7858_ROD/PIPE-DEPTH: 10.9 meters
 DH7858
 DH7858  HISTORY     - Date     Condition        Report By
 DH7858  HISTORY     - 2003     MONUMENTED       FLDEP
 DH7858
 DH7858                          STATION DESCRIPTION
 DH7858
 DH7858'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH7858'THE MARK IS ABOUT 7.0 MI NORTHWEST OF PALATKA, IN SECTION 20, TOWNSHIP
 DH7858'9 SOUTH, RANGE 26  EAST.
 DH7858' 
 DH7858'TO REACH THE MARK FROM CITY HALL ON U.S. HIGHWAY 17 (REID STREET) IN
 DH7858'PALATKA, GO WEST ON  U.S. HIGHWAY 17 FOR 1.7 MI TO THE JUNCTION OF
 DH7858'STATE HIGHWAY 100 ON THE LEFT, TURN LEFT ON  STATE HIGHWAY 100 AND
 DH7858'CONTINUE WEST FOR 0.8 MI TO THE INTERSECTION OF STATE HIGHWAY 19,
 DH7858'CONTINUE NORTHWEST ON STATE HIGHWAY 100 FOR 3.65 MI TO THE JUNCTION OF
 DH7858'COUNTY ROAD  309D ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 309D AND GO
 DH7858'NORTH FOR 1.7 MI TO THE  JUNCTION OF A DIRT ROAD ON THE LEFT LEADING
 DH7858'WEST AND THE MARK ON THE LEFT, A STAINLESS  STEEL ROD DRIVEN TO
 DH7858'REFUSAL AT A DEPTH OF 35.6 FT WITH A NGS LOGO CAP RECESSED 0.4 FT
 DH7858'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF COUNTY ROAD 309D.
 DH7858'LOCATED 88.5 FT WEST OF THE CENTERLINE OF COUNTY ROAD 309D, 9.6 FT
 DH7858'NORTH OF THE  APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING WEST, 1.7
 DH7858'FT NORTHEAST OF THE NORTH END  OF A PIPE GATE AND 1.0 FT EAST OF A
 DH7858'CARSONITE WITNESS POST.
 DH7858' 
 DH7858'NOTE A MAGNET WAS PLACE INSIDE OF THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH2945 ***********************************************************************
 DH2945  DESIGNATION -  B 591
 DH2945  PID         -  DH2945
 DH2945  STATE/COUNTY-  FL/BAKER
 DH2945  USGS QUAD   -  MACCLENNY WEST (1993)
 DH2945
 DH2945                         *CURRENT SURVEY CONTROL
 DH2945  ___________________________________________________________________
 DH2945* NAD 83(1986)-  30 20 21.     (N)    082 11 48.     (W)     SCALED    
 DH2945* NAVD 88     -        24.272  (meters)      79.63   (feet)  ADJUSTED  
 DH2945  ___________________________________________________________________
 DH2945  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DH2945  DYNAMIC HT  -          24.240 (meters)      79.53  (feet)  COMP
 DH2945  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 DH2945
 DH2945  VERT ORDER  -  SECOND    CLASS I
 DH2945
 DH2945.The horizontal coordinates were scaled from a topographic map and have
 DH2945.an estimated accuracy of +/- 6 seconds.
 DH2945
 DH2945.The orthometric height was determined by differential leveling
 DH2945.and adjusted by the National Geodetic Survey in June 2005..
 DH2945
 DH2945.Photographs are available for this station.
 DH2945
 DH2945.The geoid height was determined by GEOID03.
 DH2945
 DH2945.The dynamic height is computed by dividing the NAVD 88
 DH2945.geopotential number by the normal gravity value computed on the
 DH2945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2945.degrees latitude (g = 980.6199 gals.).
 DH2945
 DH2945.The modeled gravity was interpolated from observed gravity values.
 DH2945
 DH2945;                    North         East    Units  Estimated Accuracy
 DH2945;SPC FL N     -   150,680.      821,460.      MT  (+/- 180 meters Scaled)
 DH2945
 DH2945                          SUPERSEDED SURVEY CONTROL
 DH2945
 DH2945.No superseded survey control is available for this station.
 DH2945
 DH2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP849569(NAD 83)
 DH2945_MARKER: DD = SURVEY DISK
 DH2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2945_STAMPING: B 591 2003
 DH2945_MARK LOGO: FLDEP 
 DH2945_PROJECTION: FLUSH
 DH2945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2945+STABILITY: SURFACE MOTION
 DH2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2945+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 DH2945
 DH2945  HISTORY     - Date     Condition        Report By
 DH2945  HISTORY     - 20031126 MONUMENTED       FLDEP
 DH2945
 DH2945                          STATION DESCRIPTION
 DH2945
 DH2945'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH2945'THE MARK IS ABOUT 10.4 MI SOUTHEAST OF TAYLOR, 5.3 MI NORTHWEST OF
 DH2945'GLEN ST. MARY, IN  SECTION 10, TOWNSHIP 2 SOUTH, RANGE 21 EAST.
 DH2945' 
 DH2945'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 (MOUNT VERNON
 DH2945'STREET) AND  COUNTY ROAD 125 (GLEN AVENUE) IN GLEN ST. MARY, GO NORTH
 DH2945'ON COUNTY ROAD 125 FOR 5.35 MI  TO THE JUNCTION OF ODIS YARBROUGH ROAD
 DH2945'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN  THE TOP OF A ROUND
 DH2945'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.6 FT BELOW  LEVEL OF
 DH2945'COUNTY ROAD 125.
 DH2945' 
 DH2945'LOCATED 63.0 FT SOUTH OF THE CENTERLINE OF ODIS YARBROUGH ROAD, 37.5
 DH2945'FT EAST OF THE  CENTERLINE OF COUNTY ROAD 125 AND 6.6 FT NORTHWEST OF
 DH2945'A CARSONITE WITNESS POST.
 DH2945' 
 DH2945'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH2945'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH2919 ***********************************************************************
 DH2919  DESIGNATION -  B 592
 DH2919  PID         -  DH2919
 DH2919  STATE/COUNTY-  FL/BAKER
 DH2919  USGS QUAD   -  SANDERSON NORTH (1988)
 DH2919
 DH2919                         *CURRENT SURVEY CONTROL
 DH2919  ___________________________________________________________________
 DH2919* NAD 83(1986)-  30 15 28.     (N)    082 16 32.     (W)     SCALED    
 DH2919* NAVD 88     -        49.345  (meters)     161.89   (feet)  ADJUSTED  
 DH2919  ___________________________________________________________________
 DH2919  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DH2919  DYNAMIC HT  -          49.280 (meters)     161.68  (feet)  COMP
 DH2919  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 DH2919
 DH2919  VERT ORDER  -  SECOND    CLASS I
 DH2919
 DH2919.The horizontal coordinates were scaled from a topographic map and have
 DH2919.an estimated accuracy of +/- 6 seconds.
 DH2919
 DH2919.The orthometric height was determined by differential leveling
 DH2919.and adjusted by the National Geodetic Survey in June 2005..
 DH2919
 DH2919.Photographs are available for this station.
 DH2919
 DH2919.The geoid height was determined by GEOID03.
 DH2919
 DH2919.The dynamic height is computed by dividing the NAVD 88
 DH2919.geopotential number by the normal gravity value computed on the
 DH2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2919.degrees latitude (g = 980.6199 gals.).
 DH2919
 DH2919.The modeled gravity was interpolated from observed gravity values.
 DH2919
 DH2919;                    North         East    Units  Estimated Accuracy
 DH2919;SPC FL N     -   141,510.      814,050.      MT  (+/- 180 meters Scaled)
 DH2919
 DH2919                          SUPERSEDED SURVEY CONTROL
 DH2919
 DH2919.No superseded survey control is available for this station.
 DH2919
 DH2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP772480(NAD 83)
 DH2919_MARKER: DD = SURVEY DISK
 DH2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2919_STAMPING: B 592 2003
 DH2919_MARK LOGO: FLDEP 
 DH2919_PROJECTION: RECESSED 3 CENTIMETERS
 DH2919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2919+STABILITY: SURFACE MOTION
 DH2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2919+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 DH2919
 DH2919  HISTORY     - Date     Condition        Report By
 DH2919  HISTORY     - 20031124 MONUMENTED       FLDEP
 DH2919
 DH2919                          STATION DESCRIPTION
 DH2919
 DH2919'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH2919'THE MARK IS ABOUT 15.2 MI SOUTH OF TAYLOR, 0.5 MI NORTH-NORTHWEST OF
 DH2919'SANDERSON, IN  SECTION 2, TOWNSHIP 3 SOUTH, RANGE 20 EAST.
 DH2919' 
 DH2919'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90, COUNTY ROAD
 DH2919'229 SOUTH AND  COUNTY ROAD 127 NORTH IN SANDERSON, GO WEST ON U.S.
 DH2919'HIGHWAY 90 FOR 0.1 MI TO THE  JUNCTION OF COUNTY ROAD 229 ON THE
 DH2919'RIGHT, TURN RIGHT ON COUNTY ROAD 229 AND GO  NORTH-NORTHWEST FOR 0.55
 DH2919'MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND  CONCRETE
 DH2919'MONUMENT RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE
 DH2919'LEVEL  OF COUNTY ROAD 229.
 DH2919' 
 DH2919'LOCATED 252.0 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF E.J
 DH2919'PAIGE ROAD, 79.0  FT NORTH-NORTHWEST OF A DRIVEWAY, 45.6 FT WEST OF
 DH2919'THE CENTERLINE OF COUNTY ROAD 229,  18.0 FT NORTH-NORTHWEST OF POWER
 DH2919'POLE NUMBER 28082468606 AND 1.8 FT EAST OF A CARSONITE  WITNESS POST
 DH2919'IN THE FENCE LINE.
 DH2919' 
 DH2919'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH2919'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9603 ***********************************************************************
 DG9603  DESIGNATION -  B 593
 DG9603  PID         -  DG9603
 DG9603  STATE/COUNTY-  FL/MARION
 DG9603  USGS QUAD   -  OCALA WEST (1991)
 DG9603
 DG9603                         *CURRENT SURVEY CONTROL
 DG9603  ___________________________________________________________________
 DG9603* NAD 83(1986)-  29 13 51.     (N)    082 14 51.     (W)     SCALED    
 DG9603* NAVD 88     -        45.113  (meters)     148.01   (feet)  ADJUSTED  
 DG9603  ___________________________________________________________________
 DG9603  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG9603  DYNAMIC HT  -          45.050 (meters)     147.80  (feet)  COMP
 DG9603  MODELED GRAV-     979,245.2   (mgal)                       NAVD 88
 DG9603
 DG9603  VERT ORDER  -  FIRST     CLASS II
 DG9603
 DG9603.The horizontal coordinates were scaled from a topographic map and have
 DG9603.an estimated accuracy of +/- 6 seconds.
 DG9603
 DG9603.The orthometric height was determined by differential leveling
 DG9603.and adjusted by the National Geodetic Survey in May 2005..
 DG9603
 DG9603.The geoid height was determined by GEOID03.
 DG9603
 DG9603.The dynamic height is computed by dividing the NAVD 88
 DG9603.geopotential number by the normal gravity value computed on the
 DG9603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9603.degrees latitude (g = 980.6199 gals.).
 DG9603
 DG9603.The modeled gravity was interpolated from observed gravity values.
 DG9603
 DG9603;                    North         East    Units  Estimated Accuracy
 DG9603;SPC FL W     -   542,640.      175,940.      MT  (+/- 180 meters Scaled)
 DG9603
 DG9603                          SUPERSEDED SURVEY CONTROL
 DG9603
 DG9603.No superseded survey control is available for this station.
 DG9603
 DG9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN787342(NAD 83)
 DG9603_MARKER: DD = SURVEY DISK
 DG9603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9603_STAMPING: B 593 2003
 DG9603_MARK LOGO: FLDEP 
 DG9603_PROJECTION: RECESSED 5 CENTIMETERS
 DG9603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9603+STABILITY: SURFACE MOTION
 DG9603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9603+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 DG9603
 DG9603  HISTORY     - Date     Condition        Report By
 DG9603  HISTORY     - 20031017 MONUMENTED       FLDEP
 DG9603
 DG9603                          STATION DESCRIPTION
 DG9603
 DG9603'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG9603'THE MARK IS ABOUT 7.3 MI NORTHWEST OF OCALA, IN SECTION 31, TOWNSHIP
 DG9603'14 SOUTH, RANGE 21  EAST.
 DG9603' 
 DG9603'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DG9603'AND U.S.  HIGHWAY 27 IN OCALA, GO NORTHWEST ON U.S. HIGHWAY 27 FOR 4.2
 DG9603'MI TO THE JUNCTION OF  NORTHWEST 78TH AVENUE ON THE RIGHT AND THE MARK
 DG9603'ON THE RIGHT, SET IN THE TOP OF A  ROUND CONCRETE MONUMENT RECESSED
 DG9603'0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0  FT BELOW THE LEVEL
 DG9603'OF U.S. HIGHWAY 27.
 DG9603' 
 DG9603'LOCATED 147.2 FT EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF NORTHWEST
 DG9603'78TH AVENUE,  82.7 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DG9603'U.S. HIGHWAY 27  NORTHWEST-BOUND, 14.0 FT NORTH OF POWER POLE NUMBER
 DG9603'M225-31923, 2.3 FT  SOUTH-SOUTHWEST OF A 3-RAIL VINYL FENCE END POST
 DG9603'AND 2.2 FT SOUTH-SOUTHWEST OF A  CARSONITE WITNESS POST.
 DG9603' 
 DG9603'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH3733 ***********************************************************************
 DH3733  DESIGNATION -  B 594
 DH3733  PID         -  DH3733
 DH3733  STATE/COUNTY-  FL/CITRUS
 DH3733  USGS QUAD   -  HOMOSASSA (1988)
 DH3733
 DH3733                         *CURRENT SURVEY CONTROL
 DH3733  ___________________________________________________________________
 DH3733* NAD 83(1986)-  28 46 00.     (N)    082 33 11.     (W)     SCALED    
 DH3733* NAVD 88     -         3.369  (meters)      11.05   (feet)  ADJUSTED  
 DH3733  ___________________________________________________________________
 DH3733  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DH3733  DYNAMIC HT  -           3.364 (meters)      11.04  (feet)  COMP
 DH3733  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 DH3733
 DH3733  VERT ORDER  -  FIRST     CLASS II
 DH3733
 DH3733.The horizontal coordinates were scaled from a topographic map and have
 DH3733.an estimated accuracy of +/- 6 seconds.
 DH3733
 DH3733.The orthometric height was determined by differential leveling
 DH3733.and adjusted by the National Geodetic Survey in January 2006..
 DH3733.No vertical observational check was made to the station.
 DH3733
 DH3733.Photographs are available for this station.
 DH3733
 DH3733.The geoid height was determined by GEOID03.
 DH3733
 DH3733.The dynamic height is computed by dividing the NAVD 88
 DH3733.geopotential number by the normal gravity value computed on the
 DH3733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3733.degrees latitude (g = 980.6199 gals.).
 DH3733
 DH3733.The modeled gravity was interpolated from observed gravity values.
 DH3733
 DH3733;                    North         East    Units  Estimated Accuracy
 DH3733;SPC FL W     -   491,300.      145,990.      MT  (+/- 180 meters Scaled)
 DH3733
 DH3733                          SUPERSEDED SURVEY CONTROL
 DH3733
 DH3733.No superseded survey control is available for this station.
 DH3733
 DH3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483831(NAD 83)
 DH3733_MARKER: F = FLANGE-ENCASED ROD
 DH3733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH3733_STAMPING: B 594 2004
 DH3733_MARK LOGO: NGS   
 DH3733_PROJECTION: RECESSED 10 CENTIMETERS
 DH3733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3733+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 DH3733_ROD/PIPE-DEPTH:  9.7 meters
 DH3733
 DH3733  HISTORY     - Date     Condition        Report By
 DH3733  HISTORY     - 20040124 MONUMENTED       FLDEP
 DH3733
 DH3733                          STATION DESCRIPTION
 DH3733
 DH3733'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DH3733'THE MARK IS ABOUT 2.9 MI SOUTHEAST OF HOMOSASSA SPRINGS, IN SECTION
 DH3733'12, TOWNSHIP 20  SOUTH, RANGE 17 EAST.
 DH3733' 
 DH3733'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S.
 DH3733'HIGHWAY 19, 98 IN  HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98
 DH3733'FOR 3.15 MI TO THE MARK ON THE LEFT, IN  THE GRASS COVERED MEDIAN, A
 DH3733'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.7 FT  WITH AN
 DH3733'NGS LOGO CAP RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND LEVEL
 DH3733'WITH U.S.  HIGHWAY 19, 98 SOUTHBOUND LANES, THE DATUM POINT IS
 DH3733'RECESSED 0.3 FT BELOW THE LEVEL OF  THE NGS LOGO CAP.
 DH3733' 
 DH3733'LOCATED 225.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A PAVED MEDIAN
 DH3733'TURN-AROUND,  76.5 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A
 DH3733'CONCRETE DRAIN BASIN, 51.1 FT  EAST OF THE APPROXIMATE CENTER OF U.S.
 DH3733'HIGHWAY 19, 98 SOUTHBOUND LANES, 27.5 FT WEST OF  THE APPROXIMATE
 DH3733'CENTER OF U.S. HIGHWAY 19, 98 NORTHBOUND LANES AND 1.3 FT NORTH OF A
 DH3733'CARSONITE WITNESS POST.
 DH3733' 
 DH3733'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH3733' 
 DH3733'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DH3733' 
 DH3733'NOTE MEDIAN TURN-AROUND IS DIRECTLY WEST OF MANATEE AUTO SALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH6997 ***********************************************************************
 DH6997  DESIGNATION -  B 595
 DH6997  PID         -  DH6997
 DH6997  STATE/COUNTY-  FL/HERNANDO
 DH6997  USGS QUAD   -  SAINT CATHERINE (1958)
 DH6997
 DH6997                         *CURRENT SURVEY CONTROL
 DH6997  ___________________________________________________________________
 DH6997* NAD 83(1986)-  28 30 41.     (N)    082 12 12.     (W)     SCALED    
 DH6997* NAVD 88     -        19.554  (meters)      64.15   (feet)  ADJUSTED  
 DH6997  ___________________________________________________________________
 DH6997  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DH6997  DYNAMIC HT  -          19.526 (meters)      64.06  (feet)  COMP
 DH6997  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 DH6997
 DH6997  VERT ORDER  -  FIRST     CLASS II
 DH6997
 DH6997.The horizontal coordinates were scaled from a topographic map and have
 DH6997.an estimated accuracy of +/- 6 seconds.
 DH6997
 DH6997.The orthometric height was determined by differential leveling
 DH6997.and adjusted by the National Geodetic Survey in January 2006..
 DH6997
 DH6997.Photographs are available for this station.
 DH6997
 DH6997.The geoid height was determined by GEOID03.
 DH6997
 DH6997.The dynamic height is computed by dividing the NAVD 88
 DH6997.geopotential number by the normal gravity value computed on the
 DH6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6997.degrees latitude (g = 980.6199 gals.).
 DH6997
 DH6997.The modeled gravity was interpolated from observed gravity values.
 DH6997
 DH6997;                    North         East    Units  Estimated Accuracy
 DH6997;SPC FL W     -   462,900.      180,100.      MT  (+/- 180 meters Scaled)
 DH6997
 DH6997                          SUPERSEDED SURVEY CONTROL
 DH6997
 DH6997.No superseded survey control is available for this station.
 DH6997
 DH6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM822544(NAD 83)
 DH6997_MARKER: DD = SURVEY DISK
 DH6997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6997_STAMPING: B 595 2004
 DH6997_MARK LOGO: FLDEP 
 DH6997_PROJECTION: RECESSED 8 CENTIMETERS
 DH6997_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6997+STABILITY: SURFACE MOTION
 DH6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6997+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 DH6997
 DH6997  HISTORY     - Date     Condition        Report By
 DH6997  HISTORY     - 20040221 MONUMENTED       FLDEP
 DH6997
 DH6997                          STATION DESCRIPTION
 DH6997
 DH6997'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DH6997'THE MARK IS ABOUT 11.0 MI EAST OF BROOKSVILLE, 2.1 MI WEST OF RIDGE
 DH6997'MANOR, IN SECTION 3,  TOWNSHIP 23 SOUTH, RANGE 21 EAST.
 DH6997' 
 DH6997'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DH6997'ROAD 50 IN RIDGE  MANOR GO WEST ON STATE ROAD 50 FOR 2.1 MI TO THE
 DH6997'JUNCTION OF OLIVET DRIVE ON THE LEFT  AND THE MARK ON THE RIGHT.  THE
 DH6997'MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF  STATE ROAD 50 AND
 DH6997'THE INTERSTATE HIGHWAY 75 OVERPASS ABOUT 9.0 MI EAST OF BROOKSVILLE,
 DH6997'GO EAST ON STATE ROAD 50 FOR 2.35 MI TO THE JUNCTION OF OLIVET DRIVE
 DH6997'ON THE RIGHT AND THE  MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DH6997'CONCRETE MONUMENT RECESSED 0.3 FT BELOW  THE LEVEL OF THE GROUND AND
 DH6997'ABOUT 2.0 FT ABOVE THE LEVEL OF STATE ROAD 50.
 DH6997' 
 DH6997'LOCATED 50.6 FT EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE
 DH6997'ROAD 50  WESTBOUND LANES, 24.7 FT SOUTHEAST OF THE APPROXIMATE CENTER
 DH6997'OF A CHAIN LINK FENCE  GATE, 20.0 FT EAST-NORTHEAST OF THE APPROXIMATE
 DH6997'CENTER OF A CONCRETE CULVERT, 15.1 FT  NORTHWEST OF A CHAIN LINK FENCE
 DH6997'CORNER POST, 1.9 FT SOUTHWEST OF A CHAIN LINK FENCE AND  1.6 FT
 DH6997'SOUTHWEST OF A CARSONITE WITNESS POST.
 DH6997' 
 DH6997'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH3504 ***********************************************************************
 DH3504  DESIGNATION -  B 596
 DH3504  PID         -  DH3504
 DH3504  STATE/COUNTY-  FL/NASSAU
 DH3504  USGS QUAD   -  HILLIARD SW (1992)
 DH3504
 DH3504                         *CURRENT SURVEY CONTROL
 DH3504  ___________________________________________________________________
 DH3504* NAD 83(1986)-  30 32 17.     (N)    081 59 15.     (W)     SCALED    
 DH3504* NAVD 88     -        23.843  (meters)      78.22   (feet)  ADJUSTED  
 DH3504  ___________________________________________________________________
 DH3504  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DH3504  DYNAMIC HT  -          23.812 (meters)      78.12  (feet)  COMP
 DH3504  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 DH3504
 DH3504  VERT ORDER  -  SECOND    CLASS I
 DH3504
 DH3504.The horizontal coordinates were scaled from a topographic map and have
 DH3504.an estimated accuracy of +/- 6 seconds.
 DH3504
 DH3504.The orthometric height was determined by differential leveling
 DH3504.and adjusted by the National Geodetic Survey in June 2005..
 DH3504.No vertical observational check was made to the station.
 DH3504
 DH3504.Photographs are available for this station.
 DH3504
 DH3504.The geoid height was determined by GEOID03.
 DH3504
 DH3504.The dynamic height is computed by dividing the NAVD 88
 DH3504.geopotential number by the normal gravity value computed on the
 DH3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3504.degrees latitude (g = 980.6199 gals.).
 DH3504
 DH3504.The modeled gravity was interpolated from observed gravity values.
 DH3504
 DH3504;                    North         East    Units  Estimated Accuracy
 DH3504;SPC FL E     -   687,930.      105,240.      MT  (+/- 180 meters Scaled)
 DH3504
 DH3504                          SUPERSEDED SURVEY CONTROL
 DH3504
 DH3504.No superseded survey control is available for this station.
 DH3504
 DH3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP052788(NAD 83)
 DH3504_MARKER: F = FLANGE-ENCASED ROD
 DH3504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH3504_STAMPING: B 596 2003
 DH3504_MARK LOGO: NGS   
 DH3504_PROJECTION: RECESSED 8 CENTIMETERS
 DH3504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3504+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 DH3504_ROD/PIPE-DEPTH:  3.6 meters
 DH3504
 DH3504  HISTORY     - Date     Condition        Report By
 DH3504  HISTORY     - 20031217 MONUMENTED       FLDEP
 DH3504
 DH3504                          STATION DESCRIPTION
 DH3504
 DH3504'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH3504'THE MARK IS ABOUT 20.2 MI SOUTH-SOUTHWEST OF BOULOGNE, 15.3 MI
 DH3504'SOUTH-SOUTHWEST OF  HILLIARD, 3.0 MI EAST-NORTHEAST OF ST. GEORGE, IN
 DH3504'SECTION 34, TOWNSHIP 2 NORTH, RANGE 23  EAST.
 DH3504' 
 DH3504'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 (BEAVER STREET)
 DH3504'AND COUNTY ROAD  121 (BRANDY BRANCH ROAD) ABOUT 2.1 MI WEST OF
 DH3504'BALDWIN, GO NORTH ON COUNTY ROAD 121 FOR  7.95 MI TO THE JUNCTION OF
 DH3504'COUNTY ROAD 119 ON THE RIGHT, CONTINUE NORTHEAST ON COUNTY  ROAD 121
 DH3504'FOR 8.35 MI TO THE JUNCTION OF COUNTY ROAD 2 ON THE LEFT AND CRAWFORD
 DH3504'ROAD ON  THE RIGHT, CONTINUE NORTHEAST ON COUNTY ROAD 121 FOR 1.0 MI
 DH3504'TO THE MARK ON THE LEFT, A  STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DH3504'DEPTH OF 11.7 FT WITH A NGS LOGO CAP RECESSED  0.3 FT BELOW THE LEVEL
 DH3504'OF THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 121, THE DATUM  POINT
 DH3504'IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DH3504' 
 DH3504'LOCATED 49.7 FT SOUTHWEST OF THE CENTER OF A METAL GATE, 49.1 FT
 DH3504'WEST-NORTHWEST OF THE  CENTERLINE OF COUNTY ROAD 121, 1.8 FT
 DH3504'EAST-SOUTHEAST OF A BARBWIRE FENCE AND 1.7 FT  EAST-SOUTHEAST OF A
 DH3504'CARSONITE WITNESS POST.
 DH3504' 
 DH3504'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH3504' 
 DH3504'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH7081 ***********************************************************************
 DH7081  DESIGNATION -  B 597
 DH7081  PID         -  DH7081
 DH7081  STATE/COUNTY-  FL/NASSAU
 DH7081  USGS QUAD   -  HILLIARD SW (1992)
 DH7081
 DH7081                         *CURRENT SURVEY CONTROL
 DH7081  ___________________________________________________________________
 DH7081* NAD 83(1986)-  30 33 15.     (N)    081 53 52.     (W)     SCALED    
 DH7081* NAVD 88     -        21.828  (meters)      71.61   (feet)  ADJUSTED  
 DH7081  ___________________________________________________________________
 DH7081  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH7081  DYNAMIC HT  -          21.800 (meters)      71.52  (feet)  COMP
 DH7081  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 DH7081
 DH7081  VERT ORDER  -  SECOND    CLASS I
 DH7081
 DH7081.The horizontal coordinates were scaled from a topographic map and have
 DH7081.an estimated accuracy of +/- 6 seconds.
 DH7081
 DH7081.The orthometric height was determined by differential leveling
 DH7081.and adjusted by the National Geodetic Survey in January 2006..
 DH7081
 DH7081.The geoid height was determined by GEOID03.
 DH7081
 DH7081.The dynamic height is computed by dividing the NAVD 88
 DH7081.geopotential number by the normal gravity value computed on the
 DH7081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7081.degrees latitude (g = 980.6199 gals.).
 DH7081
 DH7081.The modeled gravity was interpolated from observed gravity values.
 DH7081
 DH7081;                    North         East    Units  Estimated Accuracy
 DH7081;SPC FL E     -   689,640.      113,870.      MT  (+/- 180 meters Scaled)
 DH7081
 DH7081                          SUPERSEDED SURVEY CONTROL
 DH7081
 DH7081.No superseded survey control is available for this station.
 DH7081
 DH7081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP138805(NAD 83)
 DH7081_MARKER: DD = SURVEY DISK
 DH7081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7081_STAMPING: B 597 2003
 DH7081_MARK LOGO: FLDEP 
 DH7081_PROJECTION: FLUSH
 DH7081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7081+STABILITY: SURFACE MOTION
 DH7081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7081+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 DH7081
 DH7081  HISTORY     - Date     Condition        Report By
 DH7081  HISTORY     - 20031217 MONUMENTED       FLDEP
 DH7081
 DH7081                          STATION DESCRIPTION
 DH7081
 DH7081'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH7081'THE MARK IS ABOUT 4.0 MI WEST OF CALLAHAN, IN SECTION 27, TOWNSHIP 2
 DH7081'NORTH, RANGE 24 EAST.
 DH7081' 
 DH7081'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 (KINGS
 DH7081'ROAD) AND STATE  ROAD A1A IN CALLAHAN, GO NORTHWEST ON U.S. HIGHWAY 1,
 DH7081'23, 301 (KINGS ROAD) FOR 0.2 MI TO  THE JUNCTION OF BRANDIES AVENUE,
 DH7081'TURN LEFT ON BRANDIES AVENUE (COUNTY ROAD 108) AND GO  WESTERLY FOR
 DH7081'4.15 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 DH7081'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH BRANDIES AVENUE (COUNTY
 DH7081'ROAD 108).
 DH7081' 
 DH7081'LOCATED 125.0 FT EAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY AT
 DH7081'613472, 56.0 FT WEST OF  THE SOUTHEAST CORNER OF A FENCE, 44.4 FT EAST
 DH7081'OF AN 8-INCH PINE TREE, 32.6 FT NORTH OF THE  CENTERLINE OF BRANDIES
 DH7081'AVENUE (COUNTY ROAD 108), 1.9 FT SOUTH OF A BARBWIRE FENCE AND 1.7  FT
 DH7081'SOUTH OF A CARSONITE WITNESS POST.
 DH7081' 
 DH7081'A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ1047 ***********************************************************************
 AQ1047  DESIGNATION -  B 59.760
 AQ1047  PID         -  AQ1047
 AQ1047  STATE/COUNTY-  FL/VOLUSIA
 AQ1047  USGS QUAD   -  FAVORETTA (1993)
 AQ1047
 AQ1047                         *CURRENT SURVEY CONTROL
 AQ1047  ___________________________________________________________________
 AQ1047* NAD 83(1986)-  29 19 55.     (N)    081 07 51.     (W)     SCALED    
 AQ1047* NAVD 88     -        17.880  (meters)      58.66   (feet)  ADJUSTED  
 AQ1047  ___________________________________________________________________
 AQ1047  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AQ1047  DYNAMIC HT  -          17.855 (meters)      58.58  (feet)  COMP
 AQ1047  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 AQ1047
 AQ1047  VERT ORDER  -  SECOND    CLASS 0
 AQ1047
 AQ1047.The horizontal coordinates were scaled from a topographic map and have
 AQ1047.an estimated accuracy of +/- 6 seconds.
 AQ1047
 AQ1047.The orthometric height was determined by differential leveling
 AQ1047.and adjusted by the National Geodetic Survey in June 1991..
 AQ1047
 AQ1047.The geoid height was determined by GEOID03.
 AQ1047
 AQ1047.The dynamic height is computed by dividing the NAVD 88
 AQ1047.geopotential number by the normal gravity value computed on the
 AQ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1047.degrees latitude (g = 980.6199 gals.).
 AQ1047
 AQ1047.The modeled gravity was interpolated from observed gravity values.
 AQ1047
 AQ1047;                    North         East    Units  Estimated Accuracy
 AQ1047;SPC FL E     -   553,830.      187,290.      MT  (+/- 180 meters Scaled)
 AQ1047
 AQ1047                          SUPERSEDED SURVEY CONTROL
 AQ1047
 AQ1047  NGVD 29 (??/??/92)   18.207  (m)           59.73   (f) ADJ UNCH    2 0
 AQ1047
 AQ1047.Superseded values are not recommended for survey control.
 AQ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1047.See file dsdata.txt to determine how the superseded data were derived.
 AQ1047
 AQ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872447(NAD 83)
 AQ1047_MARKER: DD = SURVEY DISK
 AQ1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1047_SP_SET: BRIDGE
 AQ1047_STAMPING: B 59.760
 AQ1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1047
 AQ1047  HISTORY     - Date     Condition        Report By
 AQ1047  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1047  HISTORY     - 1972     GOOD             FLDT
 AQ1047  HISTORY     - 1987     GOOD             USPSQD
 AQ1047
 AQ1047                          STATION DESCRIPTION
 AQ1047
 AQ1047'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1047'3.8 MI NW FROM ORMOND BEACH.
 AQ1047'FROM THE INTERSECTION OF SR-5A WITH U.S.-1 IN ORMOND BEACH
 AQ1047'PROCEED NW ON U.S.-1 FOR 3.7 MILES TO INTERSECTION WITH I-95,
 AQ1047'THEN SOUTH ON I-95 FOR ABOUT 0.1 MILE TO I-95 BRIDGE OVER FLORIDA
 AQ1047'EAST COAST LINE AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1047'BRASS DISK PRESET FLUSH IN THE SE END OF I-95 NORTHBOUND LANE
 AQ1047'CONCRETE BRIDGE GUARD RAIL OVER R/R TRACKS.  SECTION 26, T13S,
 AQ1047'R31E.
 AQ1047
 AQ1047                          STATION RECOVERY (1987)
 AQ1047
 AQ1047'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG4622 ***********************************************************************
 DG4622  DESIGNATION -  B 6 RESET
 DG4622  PID         -  DG4622
 DG4622  STATE/COUNTY-  FL/ALACHUA
 DG4622  USGS QUAD   -  MICANOPY (1988)
 DG4622
 DG4622                         *CURRENT SURVEY CONTROL
 DG4622  ___________________________________________________________________
 DG4622* NAD 83(1986)-  29 35 20.     (N)    082 20 20.     (W)     SCALED    
 DG4622* NAVD 88     -        23.748  (meters)      77.91   (feet)  ADJUSTED  
 DG4622  ___________________________________________________________________
 DG4622  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DG4622  DYNAMIC HT  -          23.715 (meters)      77.81  (feet)  COMP
 DG4622  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 DG4622
 DG4622  VERT ORDER  -  SECOND    CLASS I
 DG4622
 DG4622.The horizontal coordinates were scaled from a topographic map and have
 DG4622.an estimated accuracy of +/- 6 seconds.
 DG4622
 DG4622.The orthometric height was determined by differential leveling
 DG4622.and adjusted by the National Geodetic Survey in May 2004..
 DG4622
 DG4622.The geoid height was determined by GEOID03.
 DG4622
 DG4622.The dynamic height is computed by dividing the NAVD 88
 DG4622.geopotential number by the normal gravity value computed on the
 DG4622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4622.degrees latitude (g = 980.6199 gals.).
 DG4622
 DG4622.The modeled gravity was interpolated from observed gravity values.
 DG4622
 DG4622;                    North         East    Units  Estimated Accuracy
 DG4622;SPC FL N     -    67,260.      809,360.      MT  (+/- 180 meters Scaled)
 DG4622
 DG4622                          SUPERSEDED SURVEY CONTROL
 DG4622
 DG4622.No superseded survey control is available for this station.
 DG4622
 DG4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN703739(NAD 83)
 DG4622_MARKER: DD = SURVEY DISK
 DG4622_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG4622_STAMPING: B 6 RESET 1956
 DG4622_MARK LOGO: CGS+SS
 DG4622_PROJECTION: RECESSED 3 CENTIMETERS
 DG4622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4622+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 DG4622
 DG4622  HISTORY     - Date     Condition        Report By
 DG4622  HISTORY     - 1956     MONUMENTED       CGS+SS
 DG4622  HISTORY     - 20021103 GOOD             FLDEP
 DG4622
 DG4622                          STATION DESCRIPTION
 DG4622
 DG4622'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4622'THE MARK IS ABOUT 4.8 MI SOUTH OF GAINESVILLE, IN SECTION 4, TOWNSHIP
 DG4622'10 SOUTH, RANGE 20
 DG4622'EAST.
 DG4622' 
 DG4622'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 DG4622'ROAD 331 ON THE
 DG4622'SOUTH SIDE OF GAINESVILLE, GO SOUTH ON U.S. HIGHWAY 441 FOR 1.8 MI TO
 DG4622'THE DRIVEWAY AT 6826
 DG4622'U.S. HIGHWAY 441 ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE
 DG4622'TOP OF A 10-INCH
 DG4622'SQUARE CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND
 DG4622'AND LEVEL
 DG4622'WITH THE SOUTHBOUND LANES OF U.S. HIGHWAY 441.
 DG4622' 
 DG4622'LOCATED 55.0 FT WEST OF THE APPROXIMATE CENTERLINE OF THE SOUTHBOUND
 DG4622'LANES OF U.S.
 DG4622'HIGHWAY 441, 44.7 FT SOUTH OF A WOODEN POWER POLE NUMBERED CG78446,
 DG4622'20.6 FT
 DG4622'SOUTH-SOUTHEAST OF THE CENTER OF A WROUGHT IRON FENCE GATE, 15.9 FT
 DG4622'SOUTH OF THE
 DG4622'APPROXIMATE CENTERLINE OF THE DRIVEWAY, 8.8 FT NORTH OF A WROUGHT IRON
 DG4622'FENCE CORNER
 DG4622'POST, 1.8 FT NORTH OF A STATE ROAD DEPARTMENT 6-INCH SQUARE CONCRETE
 DG4622'RIGHT OF WAY
 DG4622'MARKER, 1.0 FT EAST OF A WROUGHT IRON FENCE, 0.6 FT NORTHEAST OF A
 DG4622'FLORIDA DEPARTMENT OF
 DG4622'TRANSPORTATION METAL WITNESS POST AND 0.5 FT EAST OF A U.S. COAST AND
 DG4622'GEODETIC SURVEY
 DG4622'METAL WITNESS POST.
 DG4622'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5052 ***********************************************************************
 AK5052  DESIGNATION -  B 60
 AK5052  PID         -  AK5052
 AK5052  STATE/COUNTY-  FL/OSCEOLA
 AK5052  USGS QUAD   -  DEER PARK NW (1970)
 AK5052
 AK5052                         *CURRENT SURVEY CONTROL
 AK5052  ___________________________________________________________________
 AK5052* NAD 83(1986)-  28 07 45.     (N)    080 59 44.     (W)     SCALED    
 AK5052* NAVD 88     -        17.237  (meters)      56.55   (feet)  ADJUSTED  
 AK5052  ___________________________________________________________________
 AK5052  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AK5052  DYNAMIC HT  -          17.211 (meters)      56.47  (feet)  COMP
 AK5052  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 AK5052
 AK5052  VERT ORDER  -  SECOND    CLASS 0
 AK5052
 AK5052.The horizontal coordinates were scaled from a topographic map and have
 AK5052.an estimated accuracy of +/- 6 seconds.
 AK5052
 AK5052.The orthometric height was determined by differential leveling
 AK5052.and adjusted by the National Geodetic Survey in June 1991..
 AK5052
 AK5052.The geoid height was determined by GEOID03.
 AK5052
 AK5052.The dynamic height is computed by dividing the NAVD 88
 AK5052.geopotential number by the normal gravity value computed on the
 AK5052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5052.degrees latitude (g = 980.6199 gals.).
 AK5052
 AK5052.The modeled gravity was interpolated from observed gravity values.
 AK5052
 AK5052;                    North         East    Units  Estimated Accuracy
 AK5052;SPC FL E     -   420,520.      200,440.      MT  (+/- 180 meters Scaled)
 AK5052
 AK5052                          SUPERSEDED SURVEY CONTROL
 AK5052
 AK5052  NGVD 29 (??/??/92)   17.587  (m)           57.70   (f) ADJ UNCH    2 0
 AK5052
 AK5052.Superseded values are not recommended for survey control.
 AK5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5052.See file dsdata.txt to determine how the superseded data were derived.
 AK5052
 AK5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM004115(NAD 83)
 AK5052_MARKER: DB = BENCH MARK DISK
 AK5052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK5052_STAMPING: B 60 1934
 AK5052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5052+STABILITY: SURFACE MOTION
 AK5052
 AK5052  HISTORY     - Date     Condition        Report By
 AK5052  HISTORY     - 1934     MONUMENTED       CGS
 AK5052  HISTORY     - 1956     GOOD             NGS
 AK5052
 AK5052                          STATION DESCRIPTION
 AK5052
 AK5052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AK5052'5 MI E FROM HOLOPAW.
 AK5052'5.0 MILES EAST ALONG U.S. HIGHWAY 192 FROM THE JUNCTION OF
 AK5052'STATE HIGHWAY 15 AT HOLOPAW, OSCEOLA COUNTY, 0.4 MILE EAST OF THE
 AK5052'CONCRETE BRIDGE OVER CRAB GRASS CREEK, 132.2 FEET SOUTHEAST OF
 AK5052'THE SOUTH END OF A 1- BY 30-FOOT CONCRETE RETAINING WALL
 AK5052'PERPENDICULAR TO THE HIGHWAY, AND 41.2 FEET SOUTH OF THE CENTER
 AK5052'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 60 1934 AND SET
 AK5052'IN THE TOP OF A CONCRETE POST
 AK5052'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- STATE HIGHWAY 15 IS NOW
 AK5052'441.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8133 ***********************************************************************
 AD8133  DESIGNATION -  B 60
 AD8133  PID         -  AD8133
 AD8133  STATE/COUNTY-  FL/BROWARD
 AD8133  USGS QUAD   -  DEEM CITY (1974)
 AD8133
 AD8133                         *CURRENT SURVEY CONTROL
 AD8133  ___________________________________________________________________
 AD8133* NAD 83(1986)-  26 20 02.     (N)    080 36 19.     (W)     SCALED    
 AD8133* NAVD 88     -         3.534  (meters)      11.59   (feet)  ADJUSTED  
 AD8133  ___________________________________________________________________
 AD8133  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AD8133  DYNAMIC HT  -           3.529 (meters)      11.58  (feet)  COMP
 AD8133  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 AD8133
 AD8133  VERT ORDER  -  FIRST     CLASS II
 AD8133
 AD8133.The horizontal coordinates were scaled from a topographic map and have
 AD8133.an estimated accuracy of +/- 6 seconds.
 AD8133
 AD8133.The orthometric height was determined by differential leveling
 AD8133.and adjusted by the National Geodetic Survey in September 1992..
 AD8133
 AD8133.The geoid height was determined by GEOID03.
 AD8133
 AD8133.The dynamic height is computed by dividing the NAVD 88
 AD8133.geopotential number by the normal gravity value computed on the
 AD8133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8133.degrees latitude (g = 980.6199 gals.).
 AD8133
 AD8133.The modeled gravity was interpolated from observed gravity values.
 AD8133
 AD8133;                    North         East    Units  Estimated Accuracy
 AD8133;SPC FL E     -   221,670.      239,400.      MT  (+/- 180 meters Scaled)
 AD8133
 AD8133                          SUPERSEDED SURVEY CONTROL
 AD8133
 AD8133  NGVD 29 (09/01/92)    3.978  (m)           13.05   (f) ADJUSTED    1 2
 AD8133
 AD8133.Superseded values are not recommended for survey control.
 AD8133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8133.See file dsdata.txt to determine how the superseded data were derived.
 AD8133
 AD8133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK393127(NAD 83)
 AD8133_MARKER: DD = SURVEY DISK
 AD8133_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8133_SP_SET: FOOTING
 AD8133_STAMPING: B 60 BM SFWM
 AD8133_MARK LOGO: SFLWMD
 AD8133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8133+STABILITY: POSITION/ELEVATION WELL
 AD8133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8133+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8133
 AD8133  HISTORY     - Date     Condition        Report By
 AD8133  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8133  HISTORY     - 19920316 GOOD             NGS
 AD8133
 AD8133                          STATION DESCRIPTION
 AD8133
 AD8133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8133'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8133'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 6.8 KM
 AD8133'(4.20 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8133'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 17, 37.9 M (124.3
 AD8133'FT) NORTH OF THE CENTER OF THE ROAD, 4.9 M (16.1 FT) WEST OF THE
 AD8133'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8133'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG9720 ***********************************************************************
 DG9720  DESIGNATION -  B 600
 DG9720  PID         -  DG9720
 DG9720  STATE/COUNTY-  FL/DUVAL
 DG9720  USGS QUAD   -  MACCLENNY EAST (1972)
 DG9720
 DG9720                         *CURRENT SURVEY CONTROL
 DG9720  ___________________________________________________________________
 DG9720* NAD 83(1986)-  30 18 09.     (N)    082 00 38.     (W)     SCALED    
 DG9720* NAVD 88     -        23.121  (meters)      75.86   (feet)  ADJUSTED  
 DG9720  ___________________________________________________________________
 DG9720  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG9720  DYNAMIC HT  -          23.091 (meters)      75.76  (feet)  COMP
 DG9720  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 DG9720
 DG9720  VERT ORDER  -  FIRST     CLASS II
 DG9720
 DG9720.The horizontal coordinates were scaled from a topographic map and have
 DG9720.an estimated accuracy of +/- 6 seconds.
 DG9720
 DG9720.The orthometric height was determined by differential leveling
 DG9720.and adjusted by the National Geodetic Survey in June 2005..
 DG9720
 DG9720.Photographs are available for this station.
 DG9720
 DG9720.The geoid height was determined by GEOID03.
 DG9720
 DG9720.The dynamic height is computed by dividing the NAVD 88
 DG9720.geopotential number by the normal gravity value computed on the
 DG9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9720.degrees latitude (g = 980.6199 gals.).
 DG9720
 DG9720.The modeled gravity was interpolated from observed gravity values.
 DG9720
 DG9720;                    North         East    Units  Estimated Accuracy
 DG9720;SPC FL E     -   661,830.      102,800.      MT  (+/- 180 meters Scaled)
 DG9720
 DG9720                          SUPERSEDED SURVEY CONTROL
 DG9720
 DG9720.No superseded survey control is available for this station.
 DG9720
 DG9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP028527(NAD 83)
 DG9720_MARKER: F = FLANGE-ENCASED ROD
 DG9720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG9720_STAMPING: B 600 2004
 DG9720_MARK LOGO: NGS   
 DG9720_PROJECTION: FLUSH
 DG9720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9720+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 DG9720_ROD/PIPE-DEPTH: 12.2 meters
 DG9720
 DG9720  HISTORY     - Date     Condition        Report By
 DG9720  HISTORY     - 20040121 MONUMENTED       FLDEP
 DG9720  HISTORY     - 20050511 GOOD             FLDEP
 DG9720
 DG9720                          STATION DESCRIPTION
 DG9720
 DG9720'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DG9720'THE MARK IS ABOUT 7.0 MI EAST OF MACCLENNY, 1.6 MI WEST OF BALDWIN, IN
 DG9720'SECTION 28, TOWNSHIP  2 SOUTH, RANGE 23 EAST.
 DG9720' 
 DG9720'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301
 DG9720'(BALDWIN-MAXVILLE ROAD) AND U.S.  HIGHWAY 90 (BEAVER STREET) IN
 DG9720'BALDWIN, GO WEST ON U.S. HIGHWAY 90 (BEAVER STREET) FOR  1.45 MI TO
 DG9720'THE JUNCTION OF COUNTY ROAD 121 ON THE RIGHT, CONTINUE WEST ON U.S.
 DG9720'HIGHWAY 90  (BEAVER STREET) FOR 0.15 MI TO THE MARK ON THE LEFT, A
 DG9720'STAINLESS STEEL ROD DRIVEN TO  REFUSAL AT A DEPTH OF 39.9 FT WITH A
 DG9720'NGS LOGO CAP FLUSH WITH THE GROUND AND 1.5 FT BELOW  THE LEVEL OF U.S.
 DG9720'HIGHWAY 90, THE DATUM POINT IS RECESSED 0.8 FT BELOW THE LEVEL OF THE
 DG9720'NGS LOGO CAP.
 DG9720' 
 DG9720'LOCATED 93.0 FT EAST OF A DRIVEWAY AT 17610, 48.0 FT EAST OF THE
 DG9720'NORTHWEST CORNER OF A  FENCE, 32.2 FT SOUTH OF THE CENTERLINE OF U.S.
 DG9720'HIGHWAY 90, 21.7 FT WEST OF A POWER POLE, 1.1  FT NORTH OF A BARBWIRE
 DG9720'FENCE AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 DG9720' 
 DG9720'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG9720' 
 DG9720'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DG9720
 DG9720                          STATION RECOVERY (2005)
 DG9720
 DG9720'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 DG9720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8131 ***********************************************************************
 AD8131  DESIGNATION -  B 61
 AD8131  PID         -  AD8131
 AD8131  STATE/COUNTY-  FL/BROWARD
 AD8131  USGS QUAD   -  DEEM CITY (1974)
 AD8131
 AD8131                         *CURRENT SURVEY CONTROL
 AD8131  ___________________________________________________________________
 AD8131* NAD 83(1986)-  26 20 02.     (N)    080 35 26.     (W)     SCALED    
 AD8131* NAVD 88     -         3.621  (meters)      11.88   (feet)  ADJUSTED  
 AD8131  ___________________________________________________________________
 AD8131  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AD8131  DYNAMIC HT  -           3.616 (meters)      11.86  (feet)  COMP
 AD8131  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 AD8131
 AD8131  VERT ORDER  -  FIRST     CLASS II
 AD8131
 AD8131.The horizontal coordinates were scaled from a topographic map and have
 AD8131.an estimated accuracy of +/- 6 seconds.
 AD8131
 AD8131.The orthometric height was determined by differential leveling
 AD8131.and adjusted by the National Geodetic Survey in September 1992..
 AD8131
 AD8131.The geoid height was determined by GEOID03.
 AD8131
 AD8131.The dynamic height is computed by dividing the NAVD 88
 AD8131.geopotential number by the normal gravity value computed on the
 AD8131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8131.degrees latitude (g = 980.6199 gals.).
 AD8131
 AD8131.The modeled gravity was interpolated from observed gravity values.
 AD8131
 AD8131;                    North         East    Units  Estimated Accuracy
 AD8131;SPC FL E     -   221,670.      240,870.      MT  (+/- 180 meters Scaled)
 AD8131
 AD8131                          SUPERSEDED SURVEY CONTROL
 AD8131
 AD8131  NGVD 29 (09/01/92)    4.065  (m)           13.34   (f) ADJUSTED    1 2
 AD8131
 AD8131.Superseded values are not recommended for survey control.
 AD8131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8131.See file dsdata.txt to determine how the superseded data were derived.
 AD8131
 AD8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK408127(NAD 83)
 AD8131_MARKER: DD = SURVEY DISK
 AD8131_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8131_SP_SET: FOOTING
 AD8131_STAMPING: B 61 BM SFWM
 AD8131_MARK LOGO: SFLWMD
 AD8131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8131+STABILITY: POSITION/ELEVATION WELL
 AD8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8131+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8131
 AD8131  HISTORY     - Date     Condition        Report By
 AD8131  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8131  HISTORY     - 19920316 GOOD             NGS
 AD8131  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AD8131
 AD8131                          STATION DESCRIPTION
 AD8131
 AD8131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8131'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8131'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 5.2 KM
 AD8131'(3.25 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8131'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 13, 38.5 M (126.3
 AD8131'FT) NORTH OF THE CENTER OF THE ROAD, 5.3 M (17.4 FT) WEST OF THE
 AD8131'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8131'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8131
 AD8131                          STATION RECOVERY (2001)
 AD8131
 AD8131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD8131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9631 ***********************************************************************
 DH9631  DESIGNATION -  B 614
 DH9631  PID         -  DH9631
 DH9631  STATE/COUNTY-  FL/DUVAL
 DH9631  USGS QUAD   -  HEDGES (1992)
 DH9631
 DH9631                         *CURRENT SURVEY CONTROL
 DH9631  ___________________________________________________________________
 DH9631* NAD 83(1986)-  30 31 51.     (N)    081 35 44.     (W)     SCALED    
 DH9631* NAVD 88     -         4.950  (meters)      16.24   (feet)  ADJUSTED  
 DH9631  ___________________________________________________________________
 DH9631  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DH9631  DYNAMIC HT  -           4.944 (meters)      16.22  (feet)  COMP
 DH9631  MODELED GRAV-     979,378.4   (mgal)                       NAVD 88
 DH9631
 DH9631  VERT ORDER  -  SECOND    CLASS I
 DH9631
 DH9631.The horizontal coordinates were scaled from a topographic map and have
 DH9631.an estimated accuracy of +/- 6 seconds.
 DH9631
 DH9631.The orthometric height was determined by differential leveling
 DH9631.and adjusted by the National Geodetic Survey in June 2006..
 DH9631.No vertical observational check was made to the station.
 DH9631
 DH9631.The geoid height was determined by GEOID03.
 DH9631
 DH9631.The dynamic height is computed by dividing the NAVD 88
 DH9631.geopotential number by the normal gravity value computed on the
 DH9631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9631.degrees latitude (g = 980.6199 gals.).
 DH9631
 DH9631.The modeled gravity was interpolated from observed gravity values.
 DH9631
 DH9631;                    North         East    Units  Estimated Accuracy
 DH9631;SPC FL E     -   686,860.      142,850.      MT  (+/- 180 meters Scaled)
 DH9631
 DH9631                          SUPERSEDED SURVEY CONTROL
 DH9631
 DH9631.No superseded survey control is available for this station.
 DH9631
 DH9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP428777(NAD 83)
 DH9631_MARKER: DD = SURVEY DISK
 DH9631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9631_STAMPING: B 614 2004
 DH9631_MARK LOGO: FLDEP 
 DH9631_PROJECTION: FLUSH
 DH9631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9631+STABILITY: SURFACE MOTION
 DH9631
 DH9631  HISTORY     - Date     Condition        Report By
 DH9631  HISTORY     - 20040711 MONUMENTED       FLDEP
 DH9631
 DH9631                          STATION DESCRIPTION
 DH9631
 DH9631'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH9631'THE MARK IS ABOUT 6.4 MI SOUTH-SOUTHEAST OF YULEE, 5.0 MI
 DH9631'NORTH-NORTHEAST OF OCEANWAY, 1.8 MI  NORTHEAST OF PECAN PARK, IN
 DH9631'SECTION 43, TOWNSHIP 1 NORTH, RANGE 27 EAST.
 DH9631' 
 DH9631'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DH9631'INTERSTATE 295,  THE BEGINNING OF STATE HIGHWAY 9A) AND U.S. HIGHWAY
 DH9631'17, STATE HIGHWAY 5 (MAIN STREET) IN OCEANWAY,  GO NORTHERLY ON U.S.
 DH9631'HIGHWAY 17, STATE HIGHWAY 5 (MAIN STREET) FOR 6.25 MI TO THE JUNCTION
 DH9631'OF  YELLOW BLUFF ROAD ON THE RIGHT, TURN RIGHT ON YELLOW BLUFF ROAD
 DH9631'AND GO SOUTHEAST FOR 1.85 MI  TO THE EAST END OF DICKERSON WRIGHT
 DH9631'BRIDGE NUMBER 724118 SPANNING GRANDADDY BRANCH,  CONTINUE SOUTHEAST ON
 DH9631'YELLOW BLUF ROAD FOR ABOUT 0.05 MI TO THE JUNCTION OF A DIM TRACK ROAD
 DH9631'ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DH9631'CONCRETE MONUMENT FLUSH WITH  THE GROUND AND ABOUT 0.5 FT BELOW THE
 DH9631'LEVEL OF YELLOW BLUFF ROAD.
 DH9631' 
 DH9631'LOCATED 32.3 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIM
 DH9631'TRACK ROAD LEADING  NORTHEAST, 30.2 FT NORTHEAST OF THE CENTERLINE OF
 DH9631'YELLOW BLUFF ROAD, 3.7 FT NORTHWEST OF THE  SOUTHWEST CORNER OF A
 DH9631'FENCE AND 2.0 FT SOUTHWEST OF A CARSONITE WITNESS POST IN THE BARBWIRE
 DH9631'FENCELINE.
 DH9631' 
 DH9631'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH9631'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH8864 ***********************************************************************
 DH8864  DESIGNATION -  B 617
 DH8864  PID         -  DH8864
 DH8864  STATE/COUNTY-  FL/OKEECHOBEE
 DH8864  USGS QUAD   -  FORT KISSIMMEE (1972)
 DH8864
 DH8864                         *CURRENT SURVEY CONTROL
 DH8864  ___________________________________________________________________
 DH8864* NAD 83(1986)-  27 35 25.     (N)    081 07 34.     (W)     SCALED    
 DH8864* NAVD 88     -        15.687  (meters)      51.47   (feet)  ADJUSTED  
 DH8864  ___________________________________________________________________
 DH8864  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DH8864  DYNAMIC HT  -          15.664 (meters)      51.39  (feet)  COMP
 DH8864  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 DH8864
 DH8864  VERT ORDER  -  SECOND    CLASS I
 DH8864
 DH8864.The horizontal coordinates were scaled from a topographic map and have
 DH8864.an estimated accuracy of +/- 6 seconds.
 DH8864
 DH8864.The orthometric height was determined by differential leveling
 DH8864.and adjusted by the National Geodetic Survey in July 2006..
 DH8864
 DH8864.The geoid height was determined by GEOID03.
 DH8864
 DH8864.The dynamic height is computed by dividing the NAVD 88
 DH8864.geopotential number by the normal gravity value computed on the
 DH8864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8864.degrees latitude (g = 980.6199 gals.).
 DH8864
 DH8864.The modeled gravity was interpolated from observed gravity values.
 DH8864
 DH8864;                    North         East    Units  Estimated Accuracy
 DH8864;SPC FL E     -   360,810.      187,550.      MT  (+/- 180 meters Scaled)
 DH8864
 DH8864                          SUPERSEDED SURVEY CONTROL
 DH8864
 DH8864.No superseded survey control is available for this station.
 DH8864
 DH8864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML875518(NAD 83)
 DH8864_MARKER: F = FLANGE-ENCASED ROD
 DH8864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8864_STAMPING: B 617 2005
 DH8864_MARK LOGO: NGS   
 DH8864_PROJECTION: FLUSH
 DH8864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8864+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 DH8864_ROD/PIPE-DEPTH: 20.1 meters
 DH8864
 DH8864  HISTORY     - Date     Condition        Report By
 DH8864  HISTORY     - 20050413 MONUMENTED       FLDEP
 DH8864
 DH8864                          STATION DESCRIPTION
 DH8864
 DH8864'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DH8864'THE MARK IS ABOUT 35.5 MI NORTHWEST OF OKEECHOBEE, 24.0 MI NORTH OF
 DH8864'BASINGER, IN SECTION  21, TOWNSHIP 33 SOUTH, RANGE 32 EAST.
 DH8864' 
 DH8864'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DH8864'700-A  (NORTHWEST 176TH AVENUE) IN BASINGER, GO NORTH ON COUNTY ROAD
 DH8864'700-A (NORTHWEST 176TH  AVENUE) FOR 5.4 MI TO THE JUNCTION OF
 DH8864'NORTHWEST 240TH STREET (COUNTY ROAD 724 EAST),  TURN LEFT ON NORTHWEST
 DH8864'240TH STREET AND GO WEST FOR 1.0 MI TO A 90 DEGREE TURN NORTH
 DH8864'(NORTHWEST 192ND AVENUE, PEAVINE TRAIL), CONTINUE NORTH ON NORTHWEST
 DH8864'192ND AVENUE  (PEAVINE TRAIL) FOR 5.1 MI TO THE ENTRANCE TO THE
 DH8864'KISSIMMEE PRAIRIE PRESERVE STATE PARK,  CONTINUE NORTH ON THE PARK
 DH8864'ROAD (PEAVINE TRAIL) FOR 2.85 MI TO A 90 DEGREE TURN LEFT  (WEST),
 DH8864'CONTINUE WEST ON THE PARK ROAD FOR 1.65 MI TO THE Y-JUNCTION OF A SAND
 DH8864'ROAD ON  THE LEFT, CONTINUE WEST ON THE SAND ROAD (ROAD NARROWS AT
 DH8864'THIS POINT) FOR 4.8 MI TO THE  MARK ON THE RIGHT, A STAINLESS STEEL
 DH8864'ROD DRIVEN TO REFUSAL AT A DEPTH OF 65.8 FT WITH A  NGS LOGO CAP FLUSH
 DH8864'WITH THE GROUND AND LEVEL WITH THE SAND ROAD, THE DATUM POINT IS
 DH8864'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DH8864' 
 DH8864'LOCATED ABOUT 150.0 FT EAST OF A CURVE TO THE SOUTHWEST IN THE ROAD,
 DH8864'59.0 FT EAST OF A  GROUP OF 3 OAK TREES AND 25.0 FT NORTH OF THE
 DH8864'APPROXIMATE CENTERLINE OF THE ROAD.
 DH8864' 
 DH8864'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DH8864' 
 DH8864'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5573 ***********************************************************************
 AF5573  DESIGNATION -  B 62
 AF5573  PID         -  AF5573
 AF5573  STATE/COUNTY-  FL/OKEECHOBEE
 AF5573  USGS QUAD   -  TAYLOR CREEK SE (1972)
 AF5573
 AF5573                         *CURRENT SURVEY CONTROL
 AF5573  ___________________________________________________________________
 AF5573* NAD 83(1986)-  27 15 06.     (N)    080 50 15.     (W)     SCALED    
 AF5573* NAVD 88     -         8.428  (meters)      27.65   (feet)  ADJUSTED  
 AF5573  ___________________________________________________________________
 AF5573  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AF5573  DYNAMIC HT  -           8.414 (meters)      27.60  (feet)  COMP
 AF5573  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AF5573
 AF5573  VERT ORDER  -  SECOND    CLASS 0
 AF5573
 AF5573.The horizontal coordinates were scaled from a topographic map and have
 AF5573.an estimated accuracy of +/- 6 seconds.
 AF5573
 AF5573.The orthometric height was determined by differential leveling
 AF5573.and adjusted by the National Geodetic Survey in June 1991..
 AF5573
 AF5573.The geoid height was determined by GEOID03.
 AF5573
 AF5573.The dynamic height is computed by dividing the NAVD 88
 AF5573.geopotential number by the normal gravity value computed on the
 AF5573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5573.degrees latitude (g = 980.6199 gals.).
 AF5573
 AF5573.The modeled gravity was interpolated from observed gravity values.
 AF5573
 AF5573;                    North         East    Units  Estimated Accuracy
 AF5573;SPC FL E     -   323,300.      216,090.      MT  (+/- 180 meters Scaled)
 AF5573
 AF5573                          SUPERSEDED SURVEY CONTROL
 AF5573
 AF5573  NGVD 29 (??/??/92)    8.80   (m)           28.9    (f) COMPUTED    2 0
 AF5573
 AF5573.Superseded values are not recommended for survey control.
 AF5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5573.See file dsdata.txt to determine how the superseded data were derived.
 AF5573
 AF5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL160143(NAD 83)
 AF5573_MARKER: DB = BENCH MARK DISK
 AF5573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5573_STAMPING: B 62 1934
 AF5573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5573+STABILITY: SURFACE MOTION
 AF5573
 AF5573  HISTORY     - Date     Condition        Report By
 AF5573  HISTORY     - 1934     MONUMENTED       CGS
 AF5573
 AF5573                          STATION DESCRIPTION
 AF5573
 AF5573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AF5573'0.6 MI N FROM OKEECHOBEE.
 AF5573'0.6 MILE NORTH ALONG THE ABANDONED FLORIDA EAST COAST RAILWAY
 AF5573'FROM THE STATION AT OKEECHOBEE, OKEECHOBEE COUNTY, IN THE TRIANGLE
 AF5573'AT THE CROSSING OF THE SEABOARD AIR LINE RAILWAY, 62 FEET
 AF5573'SOUTHEAST OF THE CENTER OF THE CROSSING, 39.4 FEET SOUTH OF THE
 AF5573'SOUTH RAIL OF THE SEABOARD AIR LINE RAILWAY, AND 41.2 FEET
 AF5573'EAST OF THE OLD ROADBED OF THE FLORIDA EAST COAST RAILWAY.  A
 AF5573'STANDARD DISK, STAMPED B 62 1934 AND SET IN THE TOP OF A
 AF5573'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8130 ***********************************************************************
 AD8130  DESIGNATION -  B 62
 AD8130  PID         -  AD8130
 AD8130  STATE/COUNTY-  FL/BROWARD
 AD8130  USGS QUAD   -  DEEM CITY (1974)
 AD8130
 AD8130                         *CURRENT SURVEY CONTROL
 AD8130  ___________________________________________________________________
 AD8130* NAD 83(1986)-  26 20 02.     (N)    080 34 25.     (W)     SCALED    
 AD8130* NAVD 88     -         3.327  (meters)      10.92   (feet)  ADJUSTED  
 AD8130  ___________________________________________________________________
 AD8130  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AD8130  DYNAMIC HT  -           3.321 (meters)      10.90  (feet)  COMP
 AD8130  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 AD8130
 AD8130  VERT ORDER  -  FIRST     CLASS II
 AD8130
 AD8130.The horizontal coordinates were scaled from a topographic map and have
 AD8130.an estimated accuracy of +/- 6 seconds.
 AD8130
 AD8130.The orthometric height was determined by differential leveling
 AD8130.and adjusted by the National Geodetic Survey in September 1992..
 AD8130
 AD8130.The geoid height was determined by GEOID03.
 AD8130
 AD8130.The dynamic height is computed by dividing the NAVD 88
 AD8130.geopotential number by the normal gravity value computed on the
 AD8130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8130.degrees latitude (g = 980.6199 gals.).
 AD8130
 AD8130.The modeled gravity was interpolated from observed gravity values.
 AD8130
 AD8130;                    North         East    Units  Estimated Accuracy
 AD8130;SPC FL E     -   221,680.      242,570.      MT  (+/- 180 meters Scaled)
 AD8130
 AD8130                          SUPERSEDED SURVEY CONTROL
 AD8130
 AD8130  NGVD 29 (09/01/92)    3.771  (m)           12.37   (f) ADJUSTED    1 2
 AD8130
 AD8130.Superseded values are not recommended for survey control.
 AD8130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8130.See file dsdata.txt to determine how the superseded data were derived.
 AD8130
 AD8130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK425127(NAD 83)
 AD8130_MARKER: DD = SURVEY DISK
 AD8130_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8130_SP_SET: FOOTING
 AD8130_STAMPING: B 62 BM SFWM
 AD8130_MARK LOGO: SFLWMD
 AD8130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8130+STABILITY: POSITION/ELEVATION WELL
 AD8130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8130+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8130
 AD8130  HISTORY     - Date     Condition        Report By
 AD8130  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8130  HISTORY     - 19920316 GOOD             NGS
 AD8130  HISTORY     - 20011212 MARK NOT FOUND   NGS
 AD8130
 AD8130                          STATION DESCRIPTION
 AD8130
 AD8130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8130'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8130'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 3.6 KM
 AD8130'(2.25 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8130'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 9, 39.1 M (128.3
 AD8130'FT) NORTH OF THE CENTER OF THE ROAD, 4.8 M (15.7 FT) WEST OF THE
 AD8130'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8130'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
 AD8130
 AD8130                          STATION RECOVERY (2001)
 AD8130
 AD8130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD8130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DH9614 ***********************************************************************
 DH9614  DESIGNATION -  B 627
 DH9614  PID         -  DH9614
 DH9614  STATE/COUNTY-  FL/MIAMI-DADE
 DH9614  USGS QUAD   -  HIALEAH (1994)
 DH9614
 DH9614                         *CURRENT SURVEY CONTROL
 DH9614  ___________________________________________________________________
 DH9614* NAD 83(1986)-  25 46 23.     (N)    080 16 08.     (W)     SCALED    
 DH9614* NAVD 88     -         2.059  (meters)       6.76   (feet)  ADJUSTED  
 DH9614  ___________________________________________________________________
 DH9614  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DH9614  DYNAMIC HT  -           2.056 (meters)       6.75  (feet)  COMP
 DH9614  MODELED GRAV-     979,034.3   (mgal)                       NAVD 88
 DH9614
 DH9614  VERT ORDER  -  FIRST     CLASS II
 DH9614
 DH9614.The horizontal coordinates were scaled from a topographic map and have
 DH9614.an estimated accuracy of +/- 6 seconds.
 DH9614
 DH9614.The orthometric height was determined by differential leveling
 DH9614.and adjusted by the National Geodetic Survey in July 2006..
 DH9614.No vertical observational check was made to the station.
 DH9614
 DH9614.Photographs are available for this station.
 DH9614
 DH9614.The geoid height was determined by GEOID03.
 DH9614
 DH9614.The dynamic height is computed by dividing the NAVD 88
 DH9614.geopotential number by the normal gravity value computed on the
 DH9614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9614.degrees latitude (g = 980.6199 gals.).
 DH9614
 DH9614.The modeled gravity was interpolated from observed gravity values.
 DH9614
 DH9614;                    North         East    Units  Estimated Accuracy
 DH9614;SPC FL E     -   159,680.      273,330.      MT  (+/- 180 meters Scaled)
 DH9614
 DH9614                          SUPERSEDED SURVEY CONTROL
 DH9614
 DH9614.No superseded survey control is available for this station.
 DH9614
 DH9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ733507(NAD 83)
 DH9614_MARKER: DD = SURVEY DISK
 DH9614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH9614_SP_SET: DRAIN
 DH9614_STAMPING: B 627 2005
 DH9614_MARK LOGO: FLDEP 
 DH9614_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9614+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 DH9614
 DH9614  HISTORY     - Date     Condition        Report By
 DH9614  HISTORY     - 20050330 MONUMENTED       FLDEP
 DH9614
 DH9614                          STATION DESCRIPTION
 DH9614
 DH9614'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DH9614'THE MARK IS IN MIAMI, ON THE SOUTHEAST SIDE OF THE MIAMI INTERNATIONAL
 DH9614'AIRPORT, AT THE  INTERSECTION OF SOUTHWEST 45TH AVENUE AND NORTHWEST
 DH9614'2ND STREET IN SECTION 5,  TOWNSHIP 54 SOUTH, RANGE 41 EAST.
 DH9614' 
 DH9614'TO REACH FROM THE HOMESTEAD EXTENSION FLORIDA TURNPIKE OVERPASS EXIT
 DH9614'NUMBER 25  (STATE HIGHWAY 821) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW
 DH9614'8TH ST) IN SWEETWATER, GO EAST  ON U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW
 DH9614'8TH ST) FOR 4.0 MI TO THE OVERPASS OF THE PALMETTO  EXPRESSWAY (STATE
 DH9614'HIGHWAY 826), CONTINUE EAST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL, SW 8TH
 DH9614'ST) FOR 3.15 MI TO THE JUNCTION OF SOUTHWEST 45TH AVENUE ON THE LEFT,
 DH9614'TURN LEFT ON  SOUTHWEST 45TH AVENUE AND GO NORTH FOR 0.2 MI TO THE
 DH9614'JUNCTION OF SOUTHWEST 5TH TER,  TURN RIGHT ON SOUTHWEST 5TH TER, THEN
 DH9614'LEFT ON SOUTHWEST 45TH AVENUE AND GO NORTH  FOR 0.35 MI TO THE
 DH9614'JUNCTION OF WEST FLAGLER STREET, TURN RIGHT WEST FLAGLER STREET,  THEN
 DH9614'LEFT ON SOUTHWEST 45TH AVENUE AND GO NORTH FOR 0.1 MI TO THE
 DH9614'INTERSECTION OF  NORTHWEST 2ND STREET AND THE MARK ON THE RIGHT, SET
 DH9614'IN THE TOP OF THE SOUTH SIDE OF A  4.0 FT BY 6.0 FT CONCRETE DRAIN AND
 DH9614'ABOUT LEVEL WITH SOUTHWEST 45TH AVENUE.  THE MARK  CAN ALSO BE REACHED
 DH9614'FROM THE INTERSECTION OF LEJEUNE ROAD (STATE HIGHWAY 953,  SOUTHWEST
 DH9614'42ND AVENUE) AND STATE HIGHWAY 836 (EAST-WEST EXPRESSWAY TOLL ROAD) IN
 DH9614'MIAMI, GO SOUTH ON LEJEUNE ROAD (STATE HIGHWAY 953, SOUTHWEST 42ND
 DH9614'AVENUE) FOR 0.1 MI TO  THE INTERSECTION OF NORTHWEST 11TH STREET, TURN
 DH9614'RIGHT ON NORTHWEST 11TH STREET AND  GO WEST FOR 0.7 MI TO THE JUNCTION
 DH9614'OF NORTHWEST 44TH AVENUE, TURN LEFT ON NORTHWEST  44TH AVENUE AND GO
 DH9614'SOUTH FOR 0.15 MI TO THE INTERSECTION OF NORTHWEST 9TH STREET, TURN
 DH9614'RIGHT ON NORTHWEST 9TH STREET AND GO WEST FOR 0.1 MI TO THE
 DH9614'INTERSECTION OF  NORTHWEST 45TH AVENUE, TURN LEFT ON NORTHWEST 45TH
 DH9614'AVENUE AND GO SOUTH FOR 0.2 MI TO  THE JUNCTION OF NORTHWEST 7TH
 DH9614'STREET, TURN LEFT ON NORTHWEST 7TH STREET, THEN RIGHT  ON NORTHWEST
 DH9614'45TH AVENUE AND GO SOUTH FOR 0.45 MI TO THE INTERSECTION OF NORTHWEST
 DH9614'2ND STREET AND THE MARK ON THE LEFT.
 DH9614' 
 DH9614'LOCATED 47.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF NORTHWEST 2ND
 DH9614'STREET, 20.0 FT  NORTH OF A DRIVE AT 145, 14.2 FT EAST OF THE
 DH9614'APPROXIMATE CENTERLINE OF NORTHWEST 45TH  AVENUE, 10.0 FT WEST OF A
 DH9614'STONE WALL, 2.3 FT EAST OF THE SOUTHWEST CORNER OF THE DRAIN  AND 1.9
 DH9614'FT WEST OF THE SOUTHEAST CORNER OF THE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2540 ***********************************************************************
 AQ2540  DESIGNATION -  B 63
 AQ2540  PID         -  AQ2540
 AQ2540  STATE/COUNTY-  FL/PUTNAM
 AQ2540  USGS QUAD   -  BAYWOOD (1993)
 AQ2540
 AQ2540                         *CURRENT SURVEY CONTROL
 AQ2540  ___________________________________________________________________
 AQ2540* NAD 83(1990)-  29 37 34.99763(N)    081 47 40.21409(W)     ADJUSTED  
 AQ2540* NAVD 88     -        23.44   (+/-2cm)      76.9    (feet)  VERTCON   
 AQ2540  ___________________________________________________________________
 AQ2540  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AQ2540  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AQ2540
 AQ2540  HORZ ORDER  -  SECOND
 AQ2540  VERT ORDER  -  THIRD ? (See Below)
 AQ2540
 AQ2540.The horizontal coordinates were established by classical geodetic methods
 AQ2540.and adjusted by the National Geodetic Survey in May 1991..
 AQ2540
 AQ2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AQ2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AQ2540.The vertical order pertains to the NGVD 29 superseded value.
 AQ2540
 AQ2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2540
 AQ2540.The geoid height was determined by GEOID03.
 AQ2540
 AQ2540;                    North         East     Units Scale Factor Converg.
 AQ2540;SPC FL E     -   586,719.151   123,059.010   MT  1.00001419   -0 23 34.0
 AQ2540;SPC FL E     - 1,924,927.75    403,736.10   sFT  1.00001419   -0 23 34.0
 AQ2540;UTM  17      - 3,277,650.947   423,085.262   MT  0.99967299   -0 23 34.0
 AQ2540
 AQ2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2540!SPC FL E     -   1.00000075  x   1.00001419  =   1.00001494
 AQ2540!UTM  17      -   1.00000075  x   0.99967299  =   0.99967374
 AQ2540
 AQ2540|---------------------------------------------------------------------|
 AQ2540| PID    Reference Object                     Distance      Geod. Az  |
 AQ2540|                                                           dddmmss.s |
 AQ2540| CW3293 B 63 RM 2                            50.370 METERS 06401     |
 AQ2540| AQ2508 PALATKA MUNICIPAL STANDPIPE         APPROX.14.4 KM 0815746.7 |
 AQ2540| CW3291 B 63 AZ MK                                         2800827.8 |
 AQ2540| CW3292 B 63 RM 1                            42.654 METERS 32013     |
 AQ2540|---------------------------------------------------------------------|
 AQ2540
 AQ2540                          SUPERSEDED SURVEY CONTROL
 AQ2540
 AQ2540  NAD 83(1986)-  29 37 35.00663(N)    081 47 40.22352(W) AD(       ) 2
 AQ2540  NAD 27      -  29 37 34.12600(N)    081 47 40.90200(W) AD(       ) 2
 AQ2540  NGVD 29 (07/19/86)   23.72   (m)           77.8    (f) LEVELING    3  
 AQ2540
 AQ2540.Superseded values are not recommended for survey control.
 AQ2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2540.See file dsdata.txt to determine how the superseded data were derived.
 AQ2540
 AQ2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2308577651(NAD 83)
 AQ2540_MARKER: DD = SURVEY DISK
 AQ2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2540
 AQ2540  HISTORY     - Date     Condition        Report By
 AQ2540  HISTORY     - 1937     MONUMENTED       FLGS
 AQ2540  HISTORY     - 1959     GOOD             CGS
 AQ2540  HISTORY     - 1964     POOR             USE
 AQ2540  HISTORY     - 1964     POOR             CGS
 AQ2540  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AQ2540  HISTORY     - 1965     GOOD             CGS
 AQ2540  HISTORY     - 1978     GOOD             NGS
 AQ2540  HISTORY     - 1981     GOOD             LOCENG
 AQ2540
 AQ2540                          STATION DESCRIPTION
 AQ2540
 AQ2540'DESCRIBED BY FLORIDA GEODETIC SURVEY 1937 (RAE)
 AQ2540'STATION IS 8.6 MILES W OF PALATKA, 4.8 MILES E OF MANVILLE,
 AQ2540'1.2 MILES E OF HOLLISTER, AND 96.7 FEET SE OF POWER LINE POLE
 AQ2540'10-1-6.  IT LIES BETWEEN TWO BORROW PITS 34.5 FEET S OF THE
 AQ2540'CENTER LINE OF THE HIGHWAY AND PROJECTS ABOUT 6 INCHES.  STATION
 AQ2540'MARK WAS A STANDARD STATE SURVEY MARK (6 BY 6 INCHES WITH
 AQ2540'BRONZE DISK) BEARING THE LEGEND USC AND G AND STATE SURVEY-B
 AQ2540'63.  IT HAS BEEN REINFORCED TO FORM A 12-BY 12-INCH CONCRETE
 AQ2540'MARK.  THE ORIGINAL MARK WAS NOT DISTURBED.  PRINTED IN THE
 AQ2540'CONCRETE IS THE LETTERING USC AND GS 1937.
 AQ2540'
 AQ2540'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 AQ2540'CONCRETE.
 AQ2540'
 AQ2540'REFERENCE MARK NO. 1 IS 94.76 FEET NW OF THE STATION, 60 FEET
 AQ2540'N OF THE CENTER LINE OF THE HIGHWAY, AND 52 FEET W OF THE
 AQ2540'CENTER LINE OF SAND TRACK T-ROAD LEADING N.  IT PROJECTS 4 INCHES.
 AQ2540'
 AQ2540'REFERENCE MARK NO. 2 IS 165.33 FEET NE OF THE STATION, 60
 AQ2540'FEET N OF THE CENTER LINE OF THE HIGHWAY AND PROJECTS 4 INCHES.
 AQ2540'
 AQ2540'THE AZIMUTH MARK IS 0.4 MILE WNW OF THE STATION, 60 FEET N OF
 AQ2540'THE CENTER LINE OF THE HIGHWAY, AND 30 FEET E OF THE CENTER
 AQ2540'LINE OF A SAND TRACK ROAD N.  IT LIES 60 FEET W OF POWER LINE
 AQ2540'POLE 10-1-14 AND 10 FEET S OF A WIRE FENCE.  MARK PROJECTS 8
 AQ2540'INCHES.
 AQ2540'
 AQ2540'TO REACH THE STATION FROM PALATKA, FOLLOW STATE HIGHWAY 14
 AQ2540'FOR 8.6 MILES TO POWER LINE POLE 10-1-6 AND THE STATION IS
 AQ2540'96.7 FEET SE.
 AQ2540'
 AQ2540'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 AQ2540
 AQ2540                          STATION RECOVERY (1959)
 AQ2540
 AQ2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AQ2540'THIS STATION WAS RECOVERED IN AUGUST 1959 AND ALL MARKS WERE
 AQ2540'FOUND IN GOOD CONDITION.  IT IS LOCATED 1.2 MILES EAST OF
 AQ2540'HOLLISTER, 90 YARDS EAST NORTHEAST OF A FLORIDA FOREST
 AQ2540'SERVICE LOOKOUT TOWER, 34 FT. SOUTH OF THE CENTER LINE OF
 AQ2540'STATE HIGHWAY 20, 35 FT. EAST OF THE CENTER LINE OF A TRACK
 AQ2540'ROAD LEADING SOUTH, 26 FT. NORTHWEST OF A POWER POLE, 2.1
 AQ2540'FT. EAST OF A STEEL WITNESS POST, A USC AND GS AND S.S. DISK
 AQ2540'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1.0
 AQ2540'FT. ABOVE THE GROUND, STAMPED B 63.
 AQ2540'
 AQ2540'R.M. 1 IS 94.833 FT. OR 28.905 METERS NORTHWEST OF THE
 AQ2540'STATION, 75 YARDS SOUTHEAST OF A HOUSE, 68 FT. WEST OF POWER
 AQ2540'POLE 10-1-6, 59 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AQ2540'55 FT. WEST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH,
 AQ2540'1.4 FT. WEST OF A STEEL WITNESS POST, A REFERENCE MARK DISK
 AQ2540'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 AQ2540'THE GROUND, STAMPED B NO 63 NO 1 1937.
 AQ2540'
 AQ2540'R.M. 2 IS 165.311 FT. OR 50.387 METERS NORTHEAST OF THE
 AQ2540'STATION, 58 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 136
 AQ2540'FT. WEST OF POWER POLE 10-1-5, 18 FT. EAST OF A FENCE CORNER,
 AQ2540'0.2 FT. NORTH OF A FENCE, 2.2 FT. NORTHEAST OF A STEEL WITNESS
 AQ2540'POST, A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 AQ2540'POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED B NO
 AQ2540'63 NO 2 1937.
 AQ2540'
 AQ2540'THE AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, 45 YARDS
 AQ2540'EAST SOUTHEAST OF A HOUSE, 47 FT. NORTH OF THE CENTER LINE OF
 AQ2540'THE HIGHWAY, 33 FT. EAST OF THE CENTER LINE OF A PRIVATE
 AQ2540'DRIVEWAY LEADING NORTH, 19 FT. EAST SOUTHEAST OF A FENCE CORNER,
 AQ2540'57 FT. WEST OF POWER POLE 10-1-14, 9.5 FT. SOUTH OF A FENCE,
 AQ2540'1.3 FT. EAST OF A STEEL WITNESS POST AN AZIMUTH MARK DISK SET
 AQ2540'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.5
 AQ2540'FT. ABOVE THE GROUND, STAMPED NO B 63 AZIMUTH 1937
 AQ2540'
 AQ2540'TO REACH THE STATION FROM THE POST OFFICE AT HOLLISTER GO
 AQ2540'1.2 MILES EAST ALONG STATE HIGHWAY 20 TO A STATE FOREST SERVICE
 AQ2540'LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 AQ2540
 AQ2540                          STATION RECOVERY (1964)
 AQ2540
 AQ2540'RECOVERY NOTE BY US ENGINEERS 1964
 AQ2540'STATION RECOVERED SLIGHTLY DISTURBED.  RMS AND AZIMUTH MARK
 AQ2540'WERE RECOVERED IN GOOD CONDITION.
 AQ2540'
 AQ2540'DESCRIPTION FOR AZIMUTH MARK SHOULD READ 0.6 MILE WEST
 AQ2540'NORTHWEST OF STATION.
 AQ2540
 AQ2540                          STATION RECOVERY (1964)
 AQ2540
 AQ2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 AQ2540'THE STATION MARK WAS RECOVERED LEANING SLIGHTLY TOWARD REFERENCE
 AQ2540'MARK 2 AND THE DISTANCE WAS 0.02 FOOT SHORTER THAN IN
 AQ2540'1959.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 AQ2540'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 AQ2540'1 WAS FOUND TO BE 136.97 FEET INSTEAD OF 94.83 FEET AS
 AQ2540'MEASURED IN 1959.  A DIFFERENCE IN THE DIRECTIONS TO BOTH
 AQ2540'REFERENCE MARKS WAS FOUND WHEN USING THE AZIMUTH MARK FOR THE
 AQ2540'INITIAL.
 AQ2540'
 AQ2540'THE STATION IS LOCATED 1.2 MILE EAST OF HOLLISTER ON THE SOUTH
 AQ2540'SIDE OF STATE ROAD 20, ABOUT 300 FEET EAST OF A FLORIDA STATE
 AQ2540'FOREST SERVICE LOOKOUT TOWER.
 AQ2540'
 AQ2540'THE STATION MARK IS A STANDARD U.S.C. AND G.S. AND STATE
 AQ2540'SURVEY DISK STAMPED B 63 WITH U.S.C. AND G.S. 1937 IMPRINTED
 AQ2540'IN THE CONCRETE OF THE MARK WHICH PROJECTS 1 FOOT.  THE MARK
 AQ2540'WAS SET AS A TRAVERSE STATION IN 1934 AND REINFORCED IN 1937
 AQ2540'WHEN LOCATED BY TRIANGULATION.  IT IS 34 FEET SOUTH OF THE
 AQ2540'CENTER OF STATE ROAD 20, 26 FEET NORTHWEST OF A POWER POLE,
 AQ2540'35 FEET EAST OF A TRACK ROAD AND 2 FEET EAST OF A WITNESS SIGN.
 AQ2540'
 AQ2540'REFERENCE MARK 1, A STANDARD DISK STAMPED B NO 63 NO 1 1937
 AQ2540'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 AQ2540'THE GROUND, IS 68 FEET WEST OF POWER POLE 10-1-6, 59 FEET
 AQ2540'NORTH OF STATE ROAD 20, 55 FEET WEST OF A TRACK ROAD LEADING
 AQ2540'NORTH AND 1.4 FOOT WEST OF A WITNESS SIGN.
 AQ2540'
 AQ2540'REFERENCE MARK 2, A STANDARD DISK STAMPED B NO 63 NO 2 1937
 AQ2540'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AQ2540'2 INCHES, IS 58 FEET NORTH OF THE CENTER OF STATE ROAD 20, 136
 AQ2540'FEET WEST OF POWER POLE 10-1-5, 18 FEET EAST OF A FENCE CORNER,
 AQ2540'0.2 FOOT NORTH OF THE FENCE AND 2 FEET NORTH OF A WITNESS SIGN.
 AQ2540'
 AQ2540'THE AZIMUTH MARK, A STANDARD DISK STAMPED NO B 63 AZIMUTH 1937
 AQ2540'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT PROJECTING
 AQ2540'5 INCHES, IS 47 FEET NORTH OF THE CENTER OF STATE ROAD 20, 33
 AQ2540'FEET EAST OF A PRIVATE DRIVEWAY LEADING NORTH, 19 FEET
 AQ2540'SOUTHEAST OF A FENCE CORNER, 57 FEET WEST OF POWER POLE
 AQ2540'10-1-14, 9.5 FEET SOUTH OF A FENCE AND 1.3 FEET EAST OF A
 AQ2540'WITNESS SIGN.
 AQ2540
 AQ2540                          STATION RECOVERY (1965)
 AQ2540
 AQ2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 AQ2540'RECOVERED ALL MARKS IN GOOD CONDITION AS SET AND DESCRIBED BY
 AQ2540'THE COAST SURVEY IN 1937 EXCEPT THAT THE
 AQ2540'COAST-SURVEY-CONCRETE-REENFORCED ORIGINAL SURFACE (WITHOUT
 AQ2540'SUBSURFACE) STATION MARK WAS APPARENTLY AND EVIDENTLY TILTED
 AQ2540'SELY.  FROM ORIGINAL, 1964 (APRIL 1) AND PRESENT (14 MAY 1965)
 AQ2540'OBSERVATIONS, THE TILT WAS COMPUTED AND THUS THE ORIGINAL
 AQ2540'POSITION WAS APPROXIMATED.  THE TILT WAS CONSIDERED AS HAVING
 AQ2540'NOT MATERIALLY AFFECTED THE ELEVATION SINCE THE TOTAL TILT WAS
 AQ2540'COMPUTED AS ABOUT 0.15 FOOT OF HORIZONTAL DISPLACEMENT.  THE
 AQ2540'OLD SURFACE STATION DISK WAS RESTAMPED AND SET AS SUBSURFACE
 AQ2540'MARK IN THE REDETERMINED POSITION, AND A NEW SURFACE
 AQ2540'STATION MARK SET PLUMBED OVER IT.  THE NEW STATION WAS
 AQ2540'DESIGNATED B 63 RESET 1965 (FLA.GEOD.S.) FOR WHICH SEE
 AQ2540'THE OTHER 1965 RECOVERY.  THE ELEVATION OF THE NEW STATION
 AQ2540'SURFACE MARK AND THE NOS. 1 AND 2 REFERENCE MARKS WERE
 AQ2540'DETERMINED FROM ONLY THE ONE ELEVATION OF THE ORIGINAL
 AQ2540'STATION MARK AS RECOVERED AS A REFERENCE OR STARTING
 AQ2540'ELEVATION.
 AQ2540'
 AQ2540'FOR OBSERVATIONS FROM THE RESET STATION SEE THE OTHER 1965
 AQ2540'RECOVERY.
 AQ2540
 AQ2540                          STATION RECOVERY (1965)
 AQ2540
 AQ2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 AQ2540'ABOUT 1.7 MILES W ALONG NO. 17 U.S. HWY. (REID STREET) FROM
 AQ2540'THE BRIDGE OVER ST. JOHNS RIVER IN PALATKA AND TAKE LEFT
 AQ2540'FORK, THENCE 0.7 MILE W ON NO. 100 FLA. HWY. AND TURN LEFT,
 AQ2540'THENCE 1.2 MILES SLY ON NO. 19 FLA. HWY. AND TURN RIGHT, THENCE
 AQ2540'4.8 MILES WLY ON NO. 20 FLA. HWY. TO TOP OF HILL IN
 AQ2540'SETTLEMENT OF HOLLISTER, ABOUT 90 YARDS ENE OF PUTNAM COUNTY
 AQ2540'FIRE LOOKOUT TOWER, ABOUT 10 YARDS E OF THE CREST OF THE FLAT
 AQ2540'RIDGE, 34 FEET S OF CENTER LINE OF 24-FOOT HWY. PAVEMENT, 2.3
 AQ2540'FEET LOWER THAN SAME, 25-1/2 FEET NW OF POWER POLE, 2.0 FEET
 AQ2540'E OF STEEL WITNESS POST, FLUSH WITH THE GROUND, STANDARD
 AQ2540'COAST SURVEY AND STATE SURVEY DISKS STAMPED B 63 RESET 1965
 AQ2540'ARE SET IN ROUND CONCRETE POSTS IN SUBSURFACE AND
 AQ2540'SURFACE MARKS.
 AQ2540'
 AQ2540'R.M. NO. 1 IS 69 FEET W OF NO. 10-1-6 POWER POLE, 59-1/2
 AQ2540'FEET N OF CENTER LINE OF HWY., 1.5 FEET W OF STEEL WITNESS
 AQ2540'POST, AND FLUSH WITH THE GROUND.
 AQ2540'
 AQ2540'R.M. NO. 2 IS 60 FEET N OF C/L OF HWY., 2.0 FEET LOWER THAN
 AQ2540'SAME, 18 FEET E OF FENCE CORNER, 2.0 FEET NE OF STEEL WITNESS
 AQ2540'POST, AND FLUSH WITH THE GROUND.
 AQ2540'
 AQ2540'THE AZIMUTH MARK IS N 79 DEG 51 MIN 31.2 SEC W FROM
 AQ2540'THE STATION, ON CREST OF SLIGHT RIDGE, 57-1/2 FEET W OF
 AQ2540'NO. 10-1-14 CREOSOTED POWER POLE, 48 FEET N OF CENTER LINE OF
 AQ2540'THE HWY., 35 FEET E OF CENTER LINE OF SAND ROAD, 1.4 FEET NE
 AQ2540'OF STEEL WITNESS POST, AND PROJECTS 0.6 FOOT ABOVE GROUND.
 AQ2540'
 AQ2540'USING ONLY THE SLIGHTLY LEANING ORIGINAL FLORIDA GEODETIC
 AQ2540'SURVEY MARK ELEVATION OF 77.834 FEET THE ELEVATIONS OF THE
 AQ2540'SUBJECT STATION SURFACE MARK AND THE TWO REFERENCE MARKS WERE
 AQ2540'DETERMINED AS FOLLOWS--B 63 RESET 1965, 76.377 FEET.  R.M. NO. 1,
 AQ2540'78.640 FEET.  R.M. NO. 2, 75.558 FEET.
 AQ2540
 AQ2540                          STATION RECOVERY (1978)
 AQ2540
 AQ2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AQ2540'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 AQ2540'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE WAS MEASURED TO
 AQ2540'REFERENCE MARKS 1 AND 2.  THE DIRECTION WAS OBSERVED FROM AZIMUTH
 AQ2540'MARK TO REFERENCE MARKS 1 AND 2.  DUE TO CHANGES, A COMPLETE NEW
 AQ2540'DESCRIPTION FOLLOWS.
 AQ2540'
 AQ2540'STATION IS LOCATED ABOUT 9 MILES WEST OF PALATKA, 6 MILES EAST OF
 AQ2540'INTERLACHEN AND ON THE SOUTH ROAD RIGHT-OF-WAY OF STATE HIGHWAY 20.
 AQ2540'
 AQ2540'TO REACH THE STATION FROM THE POST OFFICE IN HOLLISTER, GO EAST ON
 AQ2540'STATE HIGHWAY 20 FOR 0.6 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 AQ2540'EAST ON STATE HIGHWAY 20 FOR 0.55 MILE TO THE STATION ON RIGHT JUST
 AQ2540'AFTER PASSING A FLORIDA STATE SERVICE LOOKOUT TOWER.
 AQ2540'
 AQ2540'STATION MARK, A STANDARD DISK STAMPED B 63 RESET 1965, IS SET IN
 AQ2540'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET 6-INCHES
 AQ2540'BELOW THE GROUND SURFACE.  IT IS 34.5 FEET EAST OF THE CENTER OF
 AQ2540'DRIVEWAY TO HOUSE, 34 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 AQ2540'20, 27.5 FEET NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 2
 AQ2540'FEET LOWER THAN HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST AND
 AQ2540'1.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET
 AQ2540'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 AQ2540'
 AQ2540'REFERENCE MARK 1, A STANDARD DISK STAMPED B NO 63 NO 1 1937, IS SET
 AQ2540'IN THE TOP OF A 12-INCH SQUARE MONUMENT THAT IS SET FLUSH WITH THE
 AQ2540'GROUND SURFACE.  IT IS CHIPPED ON THE WEST SIDE, IS 59.5 FEET NORTH
 AQ2540'OF THE CENTER OF HIGHWAY 20, 69.5 FEET WEST OF POWER LINE POLE
 AQ2540'10-1-6, 56.5 FEET WEST OF THE CENTER OF DRIVEWAY AND 1.8 FEET
 AQ2540'WEST OF A METAL WITNESS POST.
 AQ2540'
 AQ2540'REFERENCE MARK 2, A STANDARD DISK STAMPED NO B 63 NO 2 1937, IS SET
 AQ2540'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH
 AQ2540'WITH THE GROUND SURFACE.  IT IS 139 FEET WEST OF POWER LINE POLE
 AQ2540'10-1-5, 60 FEET NORTH OF THE CENTER OF HIGHWAY 60, 17.5 FEET EAST
 AQ2540'OF A FENCE CORNER, 1 FOOT NORTH OF A WITNESS POST AND 6-INCHES
 AQ2540'SOUTH OF FENCE.
 AQ2540'
 AQ2540'AZIMUTH MARK, A STANDARD DISK STAMPED NO B 63 1937 AZIMUTH, IS SET IN
 AQ2540'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8-INCHES
 AQ2540'ABOVE THE GROUND SURFACE.  IT IS 115 FEET WEST OF THE CENTER OF A
 AQ2540'SAND ROAD NORTH, 57.5 FEET WEST OF POWER LINE POLE 10-1-14, 48.5
 AQ2540'FEET NORTH OF THE CENTER OF HIGHWAY 20, 35 FEET EAST OF THE CENTER
 AQ2540'OF OLD TRACK ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 AQ2540'
 AQ2540'NOTICE--STATION CAN BE FOUND WITH A METAL DETECTOR.
 AQ2540'
 AQ2540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES EAST OF
 AQ2540'HOLLISTER.
 AQ2540
 AQ2540                          STATION RECOVERY (1981)
 AQ2540
 AQ2540'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SMB)
 AQ2540'B-63 RESET 1965 RECOVERED GOOD.
 AQ2540'
 AQ2540'B-63 NO 1 1937 RECOVERED GOOD.
 AQ2540'
 AQ2540'B 63 NO 2 1937 RECOVERED GOOD.
 AQ2540'
 AQ2540'B 63 AZIMUTH 1937 RECOVERED GOOD.
 AQ2540'
 AQ2540'TO REACH IS GOOD.  (1965)
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8129 ***********************************************************************
 AD8129  DESIGNATION -  B 63
 AD8129  PID         -  AD8129
 AD8129  STATE/COUNTY-  FL/BROWARD
 AD8129  USGS QUAD   -  DEEM CITY (1974)
 AD8129
 AD8129                         *CURRENT SURVEY CONTROL
 AD8129  ___________________________________________________________________
 AD8129* NAD 83(1986)-  26 20 03.     (N)    080 33 27.     (W)     SCALED    
 AD8129* NAVD 88     -         3.585  (meters)      11.76   (feet)  ADJUSTED  
 AD8129  ___________________________________________________________________
 AD8129  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AD8129  DYNAMIC HT  -           3.580 (meters)      11.75  (feet)  COMP
 AD8129  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 AD8129
 AD8129  VERT ORDER  -  FIRST     CLASS II
 AD8129
 AD8129.The horizontal coordinates were scaled from a topographic map and have
 AD8129.an estimated accuracy of +/- 6 seconds.
 AD8129
 AD8129.The orthometric height was determined by differential leveling
 AD8129.and adjusted by the National Geodetic Survey in September 1992..
 AD8129
 AD8129.The geoid height was determined by GEOID03.
 AD8129
 AD8129.The dynamic height is computed by dividing the NAVD 88
 AD8129.geopotential number by the normal gravity value computed on the
 AD8129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8129.degrees latitude (g = 980.6199 gals.).
 AD8129
 AD8129.The modeled gravity was interpolated from observed gravity values.
 AD8129
 AD8129;                    North         East    Units  Estimated Accuracy
 AD8129;SPC FL E     -   221,710.      244,170.      MT  (+/- 180 meters Scaled)
 AD8129
 AD8129                          SUPERSEDED SURVEY CONTROL
 AD8129
 AD8129  NGVD 29 (09/01/92)    4.030  (m)           13.22   (f) ADJUSTED    1 2
 AD8129
 AD8129.Superseded values are not recommended for survey control.
 AD8129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8129.See file dsdata.txt to determine how the superseded data were derived.
 AD8129
 AD8129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK441127(NAD 83)
 AD8129_MARKER: DD = SURVEY DISK
 AD8129_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD8129_SP_SET: FOOTING
 AD8129_STAMPING: B 63 BM SFWM
 AD8129_MARK LOGO: SFLWMD
 AD8129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8129+STABILITY: POSITION/ELEVATION WELL
 AD8129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8129+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 AD8129
 AD8129  HISTORY     - Date     Condition        Report By
 AD8129  HISTORY     - UNK      MONUMENTED       SFLWMD
 AD8129  HISTORY     - 19920316 GOOD             NGS
 AD8129
 AD8129                          STATION DESCRIPTION
 AD8129
 AD8129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8129'23.8 KM (14.80 MI) NORTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8129'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 2.0 KM
 AD8129'(1.25 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE SOUTH
 AD8129'END OF A CONCRETE FOOTING FOR UTILITY TOWER NUMBER 5, 37.9 M (124.3
 AD8129'FT) NORTH OF THE CENTER OF THE ROAD, 4.9 M (16.1 FT) WEST OF THE
 AD8129'CENTER OF A GRAVELED ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AD8129'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA8127 ***********************************************************************
 AA8127  DESIGNATION -  B 63 RESET
 AA8127  PID         -  AA8127
 AA8127  STATE/COUNTY-  FL/PUTNAM
 AA8127  USGS QUAD   -  BAYWOOD (1993)
 AA8127
 AA8127                         *CURRENT SURVEY CONTROL
 AA8127  ___________________________________________________________________
 AA8127* NAD 83(1999)-  29 37 34.99555(N)    081 47 40.21999(W)     ADJUSTED  
 AA8127* NAVD 88     -        23.0    (meters)      75.     (feet)  GPS OBS   
 AA8127  ___________________________________________________________________
 AA8127  X           -     791,952.138 (meters)                     COMP
 AA8127  Y           -  -5,492,036.359 (meters)                     COMP
 AA8127  Z           -   3,134,437.746 (meters)                     COMP
 AA8127  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AA8127  ELLIP HEIGHT-          -5.21  (meters)          (06/19/01) GPS OBS
 AA8127  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AA8127
 AA8127  HORZ ORDER  -  FIRST
 AA8127  ELLP ORDER  -  FOURTH    CLASS I
 AA8127
 AA8127.The horizontal coordinates were established by GPS observations
 AA8127.and adjusted by the National Geodetic Survey in June 2001..
 AA8127
 AA8127.The orthometric height was determined by GPS observations and a
 AA8127.high-resolution geoid model.
 AA8127
 AA8127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8127
 AA8127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8127
 AA8127.The ellipsoidal height was determined by GPS observations
 AA8127.and is referenced to NAD 83.
 AA8127
 AA8127.The geoid height was determined by GEOID03.
 AA8127
 AA8127;                    North         East     Units Scale Factor Converg.
 AA8127;SPC FL E     -   586,719.088   123,058.851   MT  1.00001419   -0 23 34.0
 AA8127;SPC FL E     - 1,924,927.54    403,735.58   sFT  1.00001419   -0 23 34.0
 AA8127;UTM  17      - 3,277,650.884   423,085.103   MT  0.99967299   -0 23 34.0
 AA8127
 AA8127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8127!SPC FL E     -   1.00000082  x   1.00001419  =   1.00001501
 AA8127!UTM  17      -   1.00000082  x   0.99967299  =   0.99967381
 AA8127
 AA8127                          SUPERSEDED SURVEY CONTROL
 AA8127
 AA8127  NAD 83(1990)-  29 37 34.99422(N)    081 47 40.21976(W) AD(       ) 1
 AA8127  ELLIP H (09/22/95)   -5.25   (m)                       GP(       ) 3 2
 AA8127
 AA8127.Superseded values are not recommended for survey control.
 AA8127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8127.See file dsdata.txt to determine how the superseded data were derived.
 AA8127
 AA8127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2308577651(NAD 83)
 AA8127_MARKER: DD = SURVEY DISK
 AA8127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8127_STAMPING: B 63 RESET 1965
 AA8127_MARK LOGO: CGS   
 AA8127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8127+STABILITY: SURFACE MOTION
 AA8127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8127+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 AA8127
 AA8127  HISTORY     - Date     Condition        Report By
 AA8127  HISTORY     - 1965     MONUMENTED       KEISCH
 AA8127  HISTORY     - 19950227 GOOD             KEISCH
 AA8127  HISTORY     - 20060313 MARK NOT FOUND   BAH
 AA8127
 AA8127                          STATION DESCRIPTION
 AA8127
 AA8127'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AA8127'RECOVERED IN GOOD CONDITION WITH THESE CHANGES, SET NAIL AND DISK
 AA8127'(KEITH AND SCHNARS PA) AT THE EDGE OF THE PAVEMENT, WITH A MAGNETIC
 AA8127'AZIMUTH OF 10 DEGREES AT 22.15 FT (6.75 M), SET NAIL AND DISK (KEITH
 AA8127'AND SCHNARS PA) IN A WOOD POWER POLE, WITH A MAGNETIC AZIMUTH OF 144
 AA8127'DEGREES AT 27.1 FT (8.3 M), SET NAIL AND DISK (KEITH AND SCHNARS PA)
 AA8127'IN A WOOD POWER POLE, WITH A MAGNETIC AZIMUTH OF 279 DEGREES AT 176.50
 AA8127'FT (53.80 M), 1.4 FT (0.4 M) EAST OF A CARSONITE WITNESS POST AND 0.7
 AA8127'FT (0.2 M) (21.34 CM) WEST OF A CARSONITE WITNESS POST. THE STATION IS
 AA8127'SOLID, BUT LEANING TO THE WEST. RECOVERED RERERENCE MARK NO 1, A USCGS
 AA8127'REFERENCE MARK DISC SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED B
 AA8127'NO 63 NO 1 1937, WITH A MAGNETIC AZIMUTH OF 328 DEGREES AT 139.53 FT
 AA8127'(42.53 M). RECOVERED REFERENCE MARK NO 2, A USCGS REFERENCE MARK DISC
 AA8127'SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED B NO 63 NO 2 1937, WITH
 AA8127'A MAGNETIC AZIMUTH OF 61 DEGREES AT 165.85 FT (50.55 M). THE CONCRETE
 AA8127'MONUMENT FOR THE AZIMUTH MARK WAS FOUND DISTURBED AND THE CAP WAS
 AA8127'MISSING, A NEW CAP WAS SET IN THE TOP OF THE MONUMENT, THE CAP IS AN
 AA8127'ALUNIMUN PUTNAM COUNTY GEODETIC CONTROL DISK STAMPED PC29 1995, A NEW
 AA8127'POSITION FOR THE AZIMUTH MARK WAS ESTABLISHED VIA G.P.S. MEASURMENTS.
 AA8127
 AA8127                          STATION RECOVERY (2006)
 AA8127
 AA8127'RECOVERY NOTE BY BERRYMAN & HENIGAR 2006 (KAW)
 AA8127'STATION 'B 63 RESET' WAS NOT ABLE TO BE RECOVERED BY THIS FIRM. A FDOT
 AA8127'WIDENING PROJECT ON STATE ROAD 20 MAY HAVE DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6013 ***********************************************************************
 AF6013  DESIGNATION -  B 64
 AF6013  PID         -  AF6013
 AF6013  STATE/COUNTY-  FL/POLK
 AF6013  USGS QUAD   -  LAKE WALES (1993)
 AF6013
 AF6013                         *CURRENT SURVEY CONTROL
 AF6013  ___________________________________________________________________
 AF6013* NAD 83(1986)-  27 57 01.     (N)    081 36 07.     (W)     SCALED    
 AF6013* NAVD 88     -        38.984  (meters)     127.90   (feet)  ADJUSTED  
 AF6013  ___________________________________________________________________
 AF6013  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AF6013  DYNAMIC HT  -          38.926 (meters)     127.71  (feet)  COMP
 AF6013  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 AF6013
 AF6013  VERT ORDER  -  SECOND    CLASS 0
 AF6013
 AF6013.The horizontal coordinates were scaled from a topographic map and have
 AF6013.an estimated accuracy of +/- 6 seconds.
 AF6013
 AF6013.The orthometric height was determined by differential leveling
 AF6013.and adjusted by the National Geodetic Survey in June 1991..
 AF6013
 AF6013.The geoid height was determined by GEOID03.
 AF6013
 AF6013.The dynamic height is computed by dividing the NAVD 88
 AF6013.geopotential number by the normal gravity value computed on the
 AF6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6013.degrees latitude (g = 980.6199 gals.).
 AF6013
 AF6013.The modeled gravity was interpolated from observed gravity values.
 AF6013
 AF6013;                    North         East    Units  Estimated Accuracy
 AF6013;SPC FL W     -   400,760.      239,170.      MT  (+/- 180 meters Scaled)
 AF6013
 AF6013                          SUPERSEDED SURVEY CONTROL
 AF6013
 AF6013  NGVD 29 (??/??/92)   39.268  (m)          128.83   (f) ADJ UNCH    2 0
 AF6013
 AF6013.Superseded values are not recommended for survey control.
 AF6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6013.See file dsdata.txt to determine how the superseded data were derived.
 AF6013
 AF6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML407918(NAD 83)
 AF6013_MARKER: DB = BENCH MARK DISK
 AF6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6013_STAMPING: B64 1934
 AF6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6013+STABILITY: SURFACE MOTION
 AF6013
 AF6013  HISTORY     - Date     Condition        Report By
 AF6013  HISTORY     - 1934     MONUMENTED       CGS
 AF6013  HISTORY     - 1958     GOOD             NGS
 AF6013  HISTORY     - 1960     GOOD             NGS
 AF6013  HISTORY     - 20030916 MARK NOT FOUND   FL-105
 AF6013
 AF6013                          STATION DESCRIPTION
 AF6013
 AF6013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AF6013'3.8 MI N FROM LAKE WALES.
 AF6013'3.8 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AF6013'THE STATION AT LAKE WALES, 0.15 MILE NORTH OF MILEPOST 12, 289
 AF6013'FT. NORTH OF THE CENTER OF AN OILED ROAD CROSSING, 20 FT.
 AF6013'NORTHWEST OF A SWITCH STAND, 22 FT. EAST OF POWER POLE WL 526,
 AF6013'22 FT. WEST OF THE WEST RAIL OF THE MAIN TRACK NORTH OF A
 AF6013'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AF6013'0.1 FT. ABOVE THE GROUND.
 AF6013
 AF6013                          STATION RECOVERY (1960)
 AF6013
 AF6013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AF6013'RECOVERED IN GOOD CONDITION.
 AF6013
 AF6013                          STATION RECOVERY (2003)
 AF6013
 AF6013'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF6013'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AF6013'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5485 ***********************************************************************
 AF5485  DESIGNATION -  B 65 RESET 1948
 AF5485  PID         -  AF5485
 AF5485  STATE/COUNTY-  FL/HIGHLANDS
 AF5485  USGS QUAD   -  LORIDA (1972)
 AF5485
 AF5485                         *CURRENT SURVEY CONTROL
 AF5485  ___________________________________________________________________
 AF5485* NAD 83(1986)-  27 25 50.     (N)    081 22 13.     (W)     SCALED    
 AF5485* NAVD 88     -        24.92   (meters)      81.8    (feet)  RESET     
 AF5485  ___________________________________________________________________
 AF5485  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AF5485
 AF5485  VERT ORDER  -  THIRD
 AF5485
 AF5485.The horizontal coordinates were scaled from a topographic map and have
 AF5485.an estimated accuracy of +/- 6 seconds.
 AF5485
 AF5485.The orthometric height was computed from unverified reset data.
 AF5485
 AF5485.The geoid height was determined by GEOID03.
 AF5485
 AF5485;                    North         East    Units  Estimated Accuracy
 AF5485;SPC FL E     -   343,160.      163,390.      MT  (+/- 180 meters Scaled)
 AF5485
 AF5485                          SUPERSEDED SURVEY CONTROL
 AF5485
 AF5485  NGVD 29 (??/??/??)   25.26   (m)           82.9    (f) RESET       3  
 AF5485
 AF5485.Superseded values are not recommended for survey control.
 AF5485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5485.See file dsdata.txt to determine how the superseded data were derived.
 AF5485
 AF5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML634341(NAD 83)
 AF5485_MARKER: DB = BENCH MARK DISK
 AF5485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5485_STAMPING: B 65 RESET 1948
 AF5485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5485+STABILITY: SURFACE MOTION
 AF5485
 AF5485  HISTORY     - Date     Condition        Report By
 AF5485  HISTORY     - 1948     MONUMENTED       CGS
 AF5485  HISTORY     - 1954     GOOD             NGS
 AF5485
 AF5485                          STATION DESCRIPTION
 AF5485
 AF5485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AF5485'6.5 MI SE FROM SEBRING.
 AF5485'6.5 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AF5485'THE STATION AT SEBRING, HIGHLAND COUNTY, AT A ROAD CROSSING
 AF5485'(NEW STATE ROAD 66), 171.0 FEET EAST OF THE CENTERLINE
 AF5485'INTERSECTIONS OF THE TRACK AND ROAD, 61.0 FEET NORTHEAST OF
 AF5485'CENTERLINE OF RAILROAD TRACK, 58.5 FEET EAST OF TELEPHONE POLE,
 AF5485'AND 77.0 FEET SOUTH OF CENTERLINE OF ROAD.  A STANDARD DISK SET
 AF5485'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND
 AF5485'AND WITNESSED BY A 4 IN X 4 IN WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6051 ***********************************************************************
 AF6051  DESIGNATION -  B 66
 AF6051  PID         -  AF6051
 AF6051  STATE/COUNTY-  FL/HARDEE
 AF6051  USGS QUAD   -  FT GREEN (1987)
 AF6051
 AF6051                         *CURRENT SURVEY CONTROL
 AF6051  ___________________________________________________________________
 AF6051* NAD 83(1986)-  27 35 41.     (N)    081 53 30.     (W)     SCALED    
 AF6051* NAVD 88     -        33.961  (meters)     111.42   (feet)  ADJUSTED  
 AF6051  ___________________________________________________________________
 AF6051  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AF6051  DYNAMIC HT  -          33.910 (meters)     111.25  (feet)  COMP
 AF6051  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 AF6051
 AF6051  VERT ORDER  -  SECOND    CLASS 0
 AF6051
 AF6051.The horizontal coordinates were scaled from a topographic map and have
 AF6051.an estimated accuracy of +/- 6 seconds.
 AF6051
 AF6051.The orthometric height was determined by differential leveling
 AF6051.and adjusted by the National Geodetic Survey in June 1991..
 AF6051
 AF6051.The geoid height was determined by GEOID03.
 AF6051
 AF6051.The dynamic height is computed by dividing the NAVD 88
 AF6051.geopotential number by the normal gravity value computed on the
 AF6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6051.degrees latitude (g = 980.6199 gals.).
 AF6051
 AF6051.The modeled gravity was interpolated from observed gravity values.
 AF6051
 AF6051;                    North         East    Units  Estimated Accuracy
 AF6051;SPC FL W     -   361,310.      210,700.      MT  (+/- 180 meters Scaled)
 AF6051
 AF6051                          SUPERSEDED SURVEY CONTROL
 AF6051
 AF6051  NGVD 29 (??/??/92)   34.253  (m)          112.38   (f) ADJ UNCH    2 0
 AF6051
 AF6051.Superseded values are not recommended for survey control.
 AF6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6051.See file dsdata.txt to determine how the superseded data were derived.
 AF6051
 AF6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML120526(NAD 83)
 AF6051_MARKER: DB = BENCH MARK DISK
 AF6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6051_STAMPING: B 66 1934
 AF6051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6051+STABILITY: SURFACE MOTION
 AF6051
 AF6051  HISTORY     - Date     Condition        Report By
 AF6051  HISTORY     - 1934     MONUMENTED       CGS
 AF6051  HISTORY     - 1959     GOOD             NGS
 AF6051  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AF6051  HISTORY     - 20031002 MARK NOT FOUND   FL-105
 AF6051
 AF6051                          STATION DESCRIPTION
 AF6051
 AF6051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AF6051'3.1 MI E FROM FORT GREEN SPRINGS.
 AF6051'3.1 MILES EAST ALONG STATE HIGHWAY 62 FROM THE CROSSING OF THE
 AF6051'SEABOARD AIR LINE RAIL-ROAD AT FORT GREEN SPRINGS, 40 FT. NORTH
 AF6051'OF THE CENTER LINE OF THE HIGHWAY, 58 FT. WEST OF THE CENTER
 AF6051'LINE OF A GRADED DIRT ROAD LEADING NORTH IN THE SOUTHEAST CORNER
 AF6051'OF A YARD, 118 FT. EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AF6051'SMALL FRAME HOUSE, 76 FT. WEST OF POWER POLE 16-26, SET IN
 AF6051'THE TOP OF A CONCRETE POST WHICH IS 0.1 FT. UNDER THE TOP OF THE
 AF6051'GROUND.
 AF6051
 AF6051                          STATION RECOVERY (1997)
 AF6051
 AF6051'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6051'MARK NOT FOUND.
 AF6051
 AF6051                          STATION RECOVERY (2003)
 AF6051
 AF6051'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF6051'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AF6051'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0082 ***********************************************************************
 AQ0082  DESIGNATION -  B 67
 AQ0082  PID         -  AQ0082
 AQ0082  STATE/COUNTY-  FL/PUTNAM
 AQ0082  USGS QUAD   -  PALATKA (1992)
 AQ0082
 AQ0082                         *CURRENT SURVEY CONTROL
 AQ0082  ___________________________________________________________________
 AQ0082* NAD 83(1986)-  29 38 29.     (N)    081 41 20.     (W)     SCALED    
 AQ0082* NAVD 88     -        20.157  (meters)      66.13   (feet)  ADJUSTED  
 AQ0082  ___________________________________________________________________
 AQ0082  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AQ0082  DYNAMIC HT  -          20.130 (meters)      66.04  (feet)  COMP
 AQ0082  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 AQ0082
 AQ0082  VERT ORDER  -  FIRST     CLASS I
 AQ0082
 AQ0082.The horizontal coordinates were scaled from a topographic map and have
 AQ0082.an estimated accuracy of +/- 6 seconds.
 AQ0082
 AQ0082.The orthometric height was determined by differential leveling
 AQ0082.and adjusted by the National Geodetic Survey in June 1991..
 AQ0082
 AQ0082.The geoid height was determined by GEOID03.
 AQ0082
 AQ0082.The dynamic height is computed by dividing the NAVD 88
 AQ0082.geopotential number by the normal gravity value computed on the
 AQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0082.degrees latitude (g = 980.6199 gals.).
 AQ0082
 AQ0082.The modeled gravity was interpolated from observed gravity values.
 AQ0082
 AQ0082;                    North         East    Units  Estimated Accuracy
 AQ0082;SPC FL E     -   588,320.      133,300.      MT  (+/- 180 meters Scaled)
 AQ0082
 AQ0082                          SUPERSEDED SURVEY CONTROL
 AQ0082
 AQ0082  NGVD 29 (??/??/92)   20.442  (m)           67.07   (f) ADJ UNCH    1 1
 AQ0082
 AQ0082.Superseded values are not recommended for survey control.
 AQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0082.See file dsdata.txt to determine how the superseded data were derived.
 AQ0082
 AQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN333792(NAD 83)
 AQ0082_MARKER: DD = SURVEY DISK
 AQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0082_STAMPING: B 67
 AQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0082+STABILITY: SURFACE MOTION
 AQ0082
 AQ0082  HISTORY     - Date     Condition        Report By
 AQ0082  HISTORY     - 1937     MONUMENTED       FLGS
 AQ0082  HISTORY     - 1966     GOOD             NGS
 AQ0082  HISTORY     - 1978     POOR             NGS
 AQ0082
 AQ0082                          STATION DESCRIPTION
 AQ0082
 AQ0082'DESCRIBED BY FLORIDA GEODETIC SURVEY 1937
 AQ0082'B-67 (U.S.C. AND G.S. AND S.S.) IS LOCATED ABOUT 0.95
 AQ0082'MILE E OF THE STATION ON A SLIGHT CURVE IN THE HIGHWAY.  2.9 MILES
 AQ0082'W OF THE OVERPASS.  151 FEET W OF THE W WALL OF A CONCRETE
 AQ0082'CULVERT, 110 FEET SE OF POWER POLE 4-1-1 AND 44.7 FEET N OF THE
 AQ0082'CENTER LINE OF STATE HIGHWAY 14.  MARK IS A STANDARD STATE
 AQ0082'SURVEY BRONZE TABLET, STAMPED B-67 AND SET IN THE TOP OF A
 AQ0082'4- BY 4 CONCRETE POST.  MARK PROJECTS ABOUT 4 INCHES.
 AQ0082'
 AQ0082'TO REACH THE STATION FROM THE COURTHOUSE AT PALATKA, GO
 AQ0082'WESTWARD ON STATE HIGHWAY 14 FOR 5.0 MILES TO THE STATION ON
 AQ0082'THE LEFT-HAND SIDE (S) OF THE HIGHWAY.
 AQ0082
 AQ0082                          STATION RECOVERY (1966)
 AQ0082
 AQ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AQ0082'3.7 MI W FROM PALATKA.
 AQ0082'3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE COURTHOUSE AT
 AQ0082'PALATKA, ABOUT 0.8 MILE WEST OF THE INTERSECTION OF STATE
 AQ0082'HIGHWAY 19, 170 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 AQ0082'SAND ROAD LEADING WEST, 43.0 FEET NORTHWEST OF THE CENTER LINE
 AQ0082'OF THE HIGHWAY, 33 1/2 FEET SOUTH OF THE CENTER LINE OF THE SAND
 AQ0082'ROAD, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 1 1/2 FEET
 AQ0082'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AQ0082'POST PROJECTING 0.9 FOOT.  NOTE-- THE POST IS LEADING SLIGHTLY
 AQ0082'TO THE SOUTHEAST.
 AQ0082
 AQ0082                          STATION RECOVERY (1978)
 AQ0082
 AQ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AQ0082'RECOVERED IN POOR CONDITION AND LEANING SLIGHTLY TO THE SOUTH. ABOUT
 AQ0082'3.55 MILES WEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 AQ0082'HIGHWAY 20 AND 100 IN DOWNTOWN PALATKA, 152.0 FEET WEST-NORTHWEST OF
 AQ0082'THE WEST EDGE OF A CONCRETE HEADWALL OF CULVERT, 106.0 FEET
 AQ0082'EAST-SOUTHEAST OF POWER LINE POLE 4-1-1, 43.0 FEET NORTH OF THE
 AQ0082'CENTER OF STATE HIGHWAY 20, 37.0 FEET SOUTH-SOUTHWEST OF THE CENTER
 AQ0082'OF FRANCIS SHORTCUT ROAD AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF6052 ***********************************************************************
 AF6052  DESIGNATION -  B 67
 AF6052  PID         -  AF6052
 AF6052  STATE/COUNTY-  FL/HARDEE
 AF6052  USGS QUAD   -  FT GREEN (1987)
 AF6052
 AF6052                         *CURRENT SURVEY CONTROL
 AF6052  ___________________________________________________________________
 AF6052* NAD 83(1986)-  27 33 37.     (N)    081 55 59.     (W)     SCALED    
 AF6052* NAVD 88     -        31.829  (meters)     104.43   (feet)  ADJUSTED  
 AF6052  ___________________________________________________________________
 AF6052  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AF6052  DYNAMIC HT  -          31.781 (meters)     104.27  (feet)  COMP
 AF6052  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 AF6052
 AF6052  VERT ORDER  -  SECOND    CLASS 0
 AF6052
 AF6052.The horizontal coordinates were scaled from a topographic map and have
 AF6052.an estimated accuracy of +/- 6 seconds.
 AF6052
 AF6052.The orthometric height was determined by differential leveling
 AF6052.and adjusted by the National Geodetic Survey in June 1991..
 AF6052
 AF6052.The geoid height was determined by GEOID03.
 AF6052
 AF6052.The dynamic height is computed by dividing the NAVD 88
 AF6052.geopotential number by the normal gravity value computed on the
 AF6052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6052.degrees latitude (g = 980.6199 gals.).
 AF6052
 AF6052.The modeled gravity was interpolated from observed gravity values.
 AF6052
 AF6052;                    North         East    Units  Estimated Accuracy
 AF6052;SPC FL W     -   357,490.      206,610.      MT  (+/- 180 meters Scaled)
 AF6052
 AF6052                          SUPERSEDED SURVEY CONTROL
 AF6052
 AF6052  NGVD 29 (??/??/92)   32.123  (m)          105.39   (f) ADJ UNCH    2 0
 AF6052
 AF6052.Superseded values are not recommended for survey control.
 AF6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6052.See file dsdata.txt to determine how the superseded data were derived.
 AF6052
 AF6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML078488(NAD 83)
 AF6052_MARKER: DB = BENCH MARK DISK
 AF6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF6052_STAMPING: B 67 1934
 AF6052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6052+STABILITY: SURFACE MOTION
 AF6052
 AF6052  HISTORY     - Date     Condition        Report By
 AF6052  HISTORY     - 1934     MONUMENTED       CGS
 AF6052
 AF6052                          STATION DESCRIPTION
 AF6052
 AF6052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AF6052'2 MI S FROM FORT GREEN SPRINGS.
 AF6052'2 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AF6052'STATION AT FORT GREEN SPRINGS, HARDEE COUNTY, 49 YARDS SOUTHEAST
 AF6052'OF MILEPOST 860, 41.7 FEET EAST OF THE EAST RAIL, AND 4 FEET
 AF6052'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 67
 AF6052'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 AF6052'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0655 ***********************************************************************
 AA0655  DESIGNATION -  B 70
 AA0655  PID         -  AA0655
 AA0655  STATE/COUNTY-  FL/MONROE
 AA0655  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0655
 AA0655                         *CURRENT SURVEY CONTROL
 AA0655  ___________________________________________________________________
 AA0655* NAD 83(1986)-  24 40 56.     (N)    081 13 41.     (W)     SCALED    
 AA0655* NAVD 88     -         5.090  (meters)      16.70   (feet)  ADJUSTED  
 AA0655  ___________________________________________________________________
 AA0655  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0655  DYNAMIC HT  -           5.081 (meters)      16.67  (feet)  COMP
 AA0655  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0655
 AA0655  VERT ORDER  -  FIRST     CLASS II
 AA0655
 AA0655.The horizontal coordinates were scaled from a topographic map and have
 AA0655.an estimated accuracy of +/- 6 seconds.
 AA0655
 AA0655.The orthometric height was determined by differential leveling
 AA0655.and adjusted by the National Geodetic Survey in June 1991..
 AA0655
 AA0655.The geoid height was determined by GEOID03.
 AA0655
 AA0655.The dynamic height is computed by dividing the NAVD 88
 AA0655.geopotential number by the normal gravity value computed on the
 AA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0655.degrees latitude (g = 980.6199 gals.).
 AA0655
 AA0655.The modeled gravity was interpolated from observed gravity values.
 AA0655
 AA0655;                    North         East    Units  Estimated Accuracy
 AA0655;SPC FL E     -    38,660.      176,920.      MT  (+/- 180 meters Scaled)
 AA0655
 AA0655                          SUPERSEDED SURVEY CONTROL
 AA0655
 AA0655  NGVD 29 (??/??/92)    5.504  (m)           18.06   (f) ADJ UNCH    1 2
 AA0655
 AA0655.Superseded values are not recommended for survey control.
 AA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0655.See file dsdata.txt to determine how the superseded data were derived.
 AA0655
 AA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH769297(NAD 83)
 AA0655_MARKER: DB = BENCH MARK DISK
 AA0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0655_SP_SET: BRIDGE
 AA0655_STAMPING: B-70-1934
 AA0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0655
 AA0655  HISTORY     - Date     Condition        Report By
 AA0655  HISTORY     - 1934     MONUMENTED       CGS
 AA0655
 AA0655                          STATION DESCRIPTION
 AA0655
 AA0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AA0655'8.8 MI SW FROM MARATHON.
 AA0655'8.8 MILES SOUTHWEST ALONG F.E.C. RWY. THE RAILROAD STATION AT
 AA0655'MARATHON, 208 YARDS NORTHEAST OF MILE POST JAX.483, STANDARD
 AA0655'TABLET SET FLUSH IN THE TOP OF NORTHWEST WING WALL AT SOUTHWEST
 AA0655'END OF A SEVEN MILE BRIDGE, 4.4 FT. NORTHWEST OF THE NORTH RAIL
 AA0655'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0451 ***********************************************************************
 AR0451  DESIGNATION -  B 70
 AR0451  PID         -  AR0451
 AR0451  STATE/COUNTY-  FL/ALACHUA
 AR0451  USGS QUAD   -  GAINESVILLE EAST (1988)
 AR0451
 AR0451                         *CURRENT SURVEY CONTROL
 AR0451  ___________________________________________________________________
 AR0451* NAD 83(1986)-  29 38 28.     (N)    082 20 22.     (W)     SCALED    
 AR0451* NAVD 88     -        35.382  (meters)     116.08   (feet)  ADJUSTED  
 AR0451  ___________________________________________________________________
 AR0451  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AR0451  DYNAMIC HT  -          35.334 (meters)     115.92  (feet)  COMP
 AR0451  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AR0451
 AR0451  VERT ORDER  -  FIRST     CLASS II
 AR0451
 AR0451.The horizontal coordinates were scaled from a topographic map and have
 AR0451.an estimated accuracy of +/- 6 seconds.
 AR0451
 AR0451.The orthometric height was determined by differential leveling
 AR0451.and adjusted by the National Geodetic Survey in June 1991..
 AR0451
 AR0451.The geoid height was determined by GEOID03.
 AR0451
 AR0451.The dynamic height is computed by dividing the NAVD 88
 AR0451.geopotential number by the normal gravity value computed on the
 AR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0451.degrees latitude (g = 980.6199 gals.).
 AR0451
 AR0451.The modeled gravity was interpolated from observed gravity values.
 AR0451
 AR0451;                    North         East    Units  Estimated Accuracy
 AR0451;SPC FL N     -    73,050.      809,200.      MT  (+/- 180 meters Scaled)
 AR0451
 AR0451                          SUPERSEDED SURVEY CONTROL
 AR0451
 AR0451  NGVD 29 (??/??/92)   35.65   (m)          117.0    (f) COMPUTED    1 2
 AR0451
 AR0451.Superseded values are not recommended for survey control.
 AR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0451.See file dsdata.txt to determine how the superseded data were derived.
 AR0451
 AR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN703797(NAD 83)
 AR0451_MARKER: DD = SURVEY DISK
 AR0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AR0451_SP_SET: ABUTMENT
 AR0451_STAMPING: B 70 116.929
 AR0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR0451
 AR0451  HISTORY     - Date     Condition        Report By
 AR0451  HISTORY     - UNK      MONUMENTED       FLGS
 AR0451  HISTORY     - 1954     GOOD             NGS
 AR0451  HISTORY     - 1966     MARK NOT FOUND   NGS
 AR0451
 AR0451                          STATION DESCRIPTION
 AR0451
 AR0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0451'2 MI SW FROM GAINESVILLE.
 AR0451'ABOUT 2.0 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 AR0451'FROM THE STATION AT GAINESVILLE, 40 YARDS SOUTHWEST OF MILE
 AR0451'POST 705, AT THE OVERPASS OF THE TRACK OVER U.S. HIGHWAY 441, 25
 AR0451'FEET NORTHEAST OF TOP EAST END OF EAST WING WALL OF NORTHEAST
 AR0451'OVERPASS ABUTMENT, 7 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 25 1/2
 AR0451'FEET NORTHEAST OF BM F 146, ABOUT LEVEL WITH TRACK AND SET IN THE
 AR0451'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 AR0451
 AR0451                          STATION RECOVERY (1966)
 AR0451
 AR0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AR0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA0281 ***********************************************************************
 AA0281  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0281  DESIGNATION -  B 70 RESET
 AA0281  PID         -  AA0281
 AA0281  STATE/COUNTY-  FL/MONROE
 AA0281  USGS QUAD   -  SEVENMILE BRIDGE (1979)
 AA0281
 AA0281                         *CURRENT SURVEY CONTROL
 AA0281  ___________________________________________________________________
 AA0281* NAD 83(1986)-  24 40 58.     (N)    081 13 41.     (W)     SCALED    
 AA0281* NAVD 88     -         4.825  (meters)      15.83   (feet)  ADJUSTED  
 AA0281  ___________________________________________________________________
 AA0281  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AA0281  DYNAMIC HT  -           4.817 (meters)      15.80  (feet)  COMP
 AA0281  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 AA0281
 AA0281  VERT ORDER  -  FIRST     CLASS II
 AA0281
 AA0281.The horizontal coordinates were scaled from a topographic map and have
 AA0281.an estimated accuracy of +/- 6 seconds.
 AA0281
 AA0281.The orthometric height was determined by differential leveling
 AA0281.and adjusted by the National Geodetic Survey in June 1991..
 AA0281
 AA0281.This Tidal Bench Mark is designated as VM 6328
 AA0281.by the Center for Operational Oceanographic Products and Services.
 AA0281
 AA0281.The geoid height was determined by GEOID03.
 AA0281
 AA0281.The dynamic height is computed by dividing the NAVD 88
 AA0281.geopotential number by the normal gravity value computed on the
 AA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0281.degrees latitude (g = 980.6199 gals.).
 AA0281
 AA0281.The modeled gravity was interpolated from observed gravity values.
 AA0281
 AA0281;                    North         East    Units  Estimated Accuracy
 AA0281;SPC FL E     -    38,720.      176,920.      MT  (+/- 180 meters Scaled)
 AA0281
 AA0281                          SUPERSEDED SURVEY CONTROL
 AA0281
 AA0281  NGVD 29 (09/01/92)    5.244  (m)           17.20   (f) ADJUSTED    1 2
 AA0281
 AA0281.Superseded values are not recommended for survey control.
 AA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0281.See file dsdata.txt to determine how the superseded data were derived.
 AA0281
 AA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH769298(NAD 83)
 AA0281_MARKER: DB = BENCH MARK DISK
 AA0281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0281_SP_SET: RETAINING WALL
 AA0281_STAMPING: B 70 RESET 1936
 AA0281_MARK LOGO: CGS   
 AA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0281+STABILITY: SURFACE MOTION
 AA0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0281+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0281
 AA0281  HISTORY     - Date     Condition        Report By
 AA0281  HISTORY     - 1936     MONUMENTED       CGS
 AA0281  HISTORY     - 1966     GOOD             NGS
 AA0281  HISTORY     - 1978     GOOD             NGS
 AA0281  HISTORY     - 1982     GOOD             FLDNR
 AA0281  HISTORY     - 1990     GOOD             USPSQD
 AA0281  HISTORY     - 19901101 GOOD             FLDNR
 AA0281
 AA0281                          STATION DESCRIPTION
 AA0281
 AA0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AA0281'9.6 MI SW FROM MARATHON.
 AA0281'ABOUT 9.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0281'OFFICE AT MARATHON, ON LITTLE DUCK KEY, ON TOP OF THE NORTH
 AA0281'CONCRETE WING WALL AT THE WEST END OF THE SEVEN MILE BRIDGE,
 AA0281'12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY 0.8 FOOT SOUTHEAST
 AA0281'OF TRIANGULATION STATION DUCK 2 AND 2 FEET BELOW THE LEVEL OF
 AA0281'THE HIGHWAY.  TIDAL STA 2-37.
 AA0281
 AA0281                          STATION RECOVERY (1978)
 AA0281
 AA0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0281'RECOVERED IN GOOD CONDITION.
 AA0281
 AA0281                          STATION RECOVERY (1982)
 AA0281
 AA0281'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0281'RECOVERED IN GOOD CONDITION.
 AA0281
 AA0281                          STATION RECOVERY (1990)
 AA0281
 AA0281'RECOVERY NOTE BY US POWER SQUADRON 1990 (RB)
 AA0281'RECOVERED IN GOOD CONDITION.
 AA0281
 AA0281                          STATION RECOVERY (1990)
 AA0281
 AA0281'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2817 ***********************************************************************
 AD2817  DESIGNATION -  B 71 RESET
 AD2817  PID         -  AD2817
 AD2817  STATE/COUNTY-  FL/PALM BEACH
 AD2817  USGS QUAD   -  PALM BEACH (1983)
 AD2817
 AD2817                         *CURRENT SURVEY CONTROL
 AD2817  ___________________________________________________________________
 AD2817* NAD 83(1986)-  26 41 25.     (N)    080 03 29.     (W)     SCALED    
 AD2817* NAVD 88     -         6.987  (meters)      22.92   (feet)  ADJUSTED  
 AD2817  ___________________________________________________________________
 AD2817  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AD2817  DYNAMIC HT  -           6.977 (meters)      22.89  (feet)  COMP
 AD2817  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 AD2817
 AD2817  VERT ORDER  -  SECOND    CLASS 0
 AD2817
 AD2817.The horizontal coordinates were scaled from a topographic map and have
 AD2817.an estimated accuracy of +/- 6 seconds.
 AD2817
 AD2817.The orthometric height was determined by differential leveling
 AD2817.and adjusted by the National Geodetic Survey in June 1991..
 AD2817
 AD2817.The geoid height was determined by GEOID03.
 AD2817
 AD2817.The dynamic height is computed by dividing the NAVD 88
 AD2817.geopotential number by the normal gravity value computed on the
 AD2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2817.degrees latitude (g = 980.6199 gals.).
 AD2817
 AD2817.The modeled gravity was interpolated from observed gravity values.
 AD2817
 AD2817;                    North         East    Units  Estimated Accuracy
 AD2817;SPC FL E     -   261,440.      293,740.      MT  (+/- 180 meters Scaled)
 AD2817
 AD2817                          SUPERSEDED SURVEY CONTROL
 AD2817
 AD2817  NGVD 29 (??/??/92)    7.45   (m)           24.4    (f) COMPUTED    2 0
 AD2817
 AD2817.Superseded values are not recommended for survey control.
 AD2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2817.See file dsdata.txt to determine how the superseded data were derived.
 AD2817
 AD2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK937524(NAD 83)
 AD2817_MARKER: DB = BENCH MARK DISK
 AD2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2817_STAMPING: B 71 RESET 1942
 AD2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2817+STABILITY: SURFACE MOTION
 AD2817
 AD2817  HISTORY     - Date     Condition        Report By
 AD2817  HISTORY     - 1942     MONUMENTED       CGS
 AD2817  HISTORY     - 1965     MARK NOT FOUND   NGS
 AD2817  HISTORY     - 19920317 MARK NOT FOUND   NGS
 AD2817  HISTORY     - 20020408 MARK NOT FOUND   USPSQD
 AD2817  HISTORY     - 20030408 MARK NOT FOUND   USPSQD
 AD2817  HISTORY     - 20040408 MARK NOT FOUND   USPSQD
 AD2817  HISTORY     - 20050408 MARK NOT FOUND   USPSQD
 AD2817
 AD2817                          STATION DESCRIPTION
 AD2817
 AD2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2817'2.1 MI SW FROM WEST PALM BEACH.
 AD2817'2.1 MILES SOUTHWEST ALONG BELVEDERE ROAD FROM THE COUNTY
 AD2817'COURTHOUSE AT WEST PALM BEACH, PALM BEACH COUNTY, 175 YARDS
 AD2817'WEST OF THE FLORIDA EAST COAST RAILWAY, 74 YARDS SOUTHEAST
 AD2817'OF THE SOUTHEAST CORNER OF THE BELVEDERE APARTMENTS, AT THE
 AD2817'INTERSECTION OF GEORGIA AVENUE, 12 FEET EAST OF THE CURB OF
 AD2817'GEORGIA AVENUE, AND 3 FEET SOUTH OF THE CURB OF BELVEDERE ROAD.
 AD2817'A STANDARD DISK, STAMPED B 71 RESET 1942 AND SET IN THE TOP
 AD2817'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 AD2817
 AD2817                          STATION RECOVERY (1992)
 AD2817
 AD2817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD2817'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD2817
 AD2817                          STATION RECOVERY (2002)
 AD2817
 AD2817'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2817'NO LONGER APARTMENTS AT LOCATION.  GPS SHOWS LOCATION OF MARK UNDER
 AD2817'SIDEWALK
 AD2817
 AD2817                          STATION RECOVERY (2003)
 AD2817
 AD2817'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2817'MARK NOT FOUND.
 AD2817
 AD2817                          STATION RECOVERY (2004)
 AD2817
 AD2817'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2817'MARK NOT FOUND.
 AD2817
 AD2817                          STATION RECOVERY (2005)
 AD2817
 AD2817'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD5612 ***********************************************************************
 AD5612  DESIGNATION -  B 74
 AD5612  PID         -  AD5612
 AD5612  STATE/COUNTY-  FL/GLADES
 AD5612  USGS QUAD   -  PALMDALE (1973)
 AD5612
 AD5612                         *CURRENT SURVEY CONTROL
 AD5612  ___________________________________________________________________
 AD5612* NAD 83(1986)-  26 55 37.     (N)    081 19 02.     (W)     SCALED    
 AD5612* NAVD 88     -        11.164  (meters)      36.63   (feet)  ADJUSTED  
 AD5612  ___________________________________________________________________
 AD5612  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AD5612  DYNAMIC HT  -          11.147 (meters)      36.57  (feet)  COMP
 AD5612  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 AD5612
 AD5612  VERT ORDER  -  SECOND    CLASS 0
 AD5612
 AD5612.The horizontal coordinates were scaled from a topographic map and have
 AD5612.an estimated accuracy of +/- 6 seconds.
 AD5612
 AD5612.The orthometric height was determined by differential leveling
 AD5612.and adjusted by the National Geodetic Survey in June 1991..
 AD5612
 AD5612.The geoid height was determined by GEOID03.
 AD5612
 AD5612.The dynamic height is computed by dividing the NAVD 88
 AD5612.geopotential number by the normal gravity value computed on the
 AD5612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5612.degrees latitude (g = 980.6199 gals.).
 AD5612
 AD5612.The modeled gravity was interpolated from observed gravity values.
 AD5612
 AD5612;                    North         East    Units  Estimated Accuracy
 AD5612;SPC FL E     -   287,350.      168,500.      MT  (+/- 180 meters Scaled)
 AD5612
 AD5612                          SUPERSEDED SURVEY CONTROL
 AD5612
 AD5612  NGVD 29 (??/??/92)   11.512  (m)           37.77   (f) ADJ UNCH    2 0
 AD5612
 AD5612.Superseded values are not recommended for survey control.
 AD5612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5612.See file dsdata.txt to determine how the superseded data were derived.
 AD5612
 AD5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK685783(NAD 83)
 AD5612_MARKER: DB = BENCH MARK DISK
 AD5612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD5612_STAMPING: B 74 1934
 AD5612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5612+STABILITY: SURFACE MOTION
 AD5612
 AD5612  HISTORY     - Date     Condition        Report By
 AD5612  HISTORY     - 1934     MONUMENTED       CGS
 AD5612
 AD5612                          STATION DESCRIPTION
 AD5612
 AD5612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AD5612'1 MI S FROM PALMDALE.
 AD5612'ABOUT 1 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 AD5612'THE STATION AT PALMDALE, GLADES COUNTY, ABOUT 250 YARDS SOUTH OF
 AD5612'THE WATER TANK AT HARRISBURG, 60 FEET SOUTHWEST OF A RAILROAD
 AD5612'CATTLE GUARD, 50 FEET WEST OF THE WEST RAIL, 23 FEET SOUTH OF
 AD5612'A ROAD CROSSING, AND 11.9 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 AD5612'A STANDARD DISK, STAMPED B 74 1934 AND SET IN THE TOP OF A
 AD5612'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5602 ***********************************************************************
 AF5602  DESIGNATION -  B 75
 AF5602  PID         -  AF5602
 AF5602  STATE/COUNTY-  FL/MARTIN
 AF5602  USGS QUAD   -  BARLEY BARBER SWAMP (1983)
 AF5602
 AF5602                         *CURRENT SURVEY CONTROL
 AF5602  ___________________________________________________________________
 AF5602* NAD 83(1986)-  27 04 23.     (N)    080 37 15.     (W)     SCALED    
 AF5602* NAVD 88     -         6.636  (meters)      21.77   (feet)  ADJUSTED  
 AF5602  ___________________________________________________________________
 AF5602  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AF5602  DYNAMIC HT  -           6.626 (meters)      21.74  (feet)  COMP
 AF5602  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 AF5602
 AF5602  VERT ORDER  -  SECOND    CLASS 0
 AF5602
 AF5602.The horizontal coordinates were scaled from a topographic map and have
 AF5602.an estimated accuracy of +/- 6 seconds.
 AF5602
 AF5602.The orthometric height was determined by differential leveling
 AF5602.and adjusted by the National Geodetic Survey in June 1991..
 AF5602
 AF5602.The geoid height was determined by GEOID03.
 AF5602
 AF5602.The dynamic height is computed by dividing the NAVD 88
 AF5602.geopotential number by the normal gravity value computed on the
 AF5602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5602.degrees latitude (g = 980.6199 gals.).
 AF5602
 AF5602.The modeled gravity was interpolated from observed gravity values.
 AF5602
 AF5602;                    North         East    Units  Estimated Accuracy
 AF5602;SPC FL E     -   303,560.      237,610.      MT  (+/- 180 meters Scaled)
 AF5602
 AF5602                          SUPERSEDED SURVEY CONTROL
 AF5602
 AF5602  NGVD 29 (??/??/92)    7.010  (m)           23.00   (f) ADJ UNCH    2 0
 AF5602
 AF5602.Superseded values are not recommended for survey control.
 AF5602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5602.See file dsdata.txt to determine how the superseded data were derived.
 AF5602
 AF5602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK375945(NAD 83)
 AF5602_MARKER: DB = BENCH MARK DISK
 AF5602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5602_STAMPING: B 75 1934
 AF5602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5602+STABILITY: SURFACE MOTION
 AF5602
 AF5602  HISTORY     - Date     Condition        Report By
 AF5602  HISTORY     - 1934     MONUMENTED       CGS
 AF5602
 AF5602                          STATION DESCRIPTION
 AF5602
 AF5602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AF5602'6.1 MI NW FROM PORT MAYACA.
 AF5602'6.1 MILES NORTHWEST ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF5602'DRAWBRIDGE OVER ST. LUCIE CANAL AT PORT MAYACA, MARTIN COUNTY,
 AF5602'69 FEET NORTH OF MILEPOST 157, AT AN ABANDONED TRAIL CROSSING,
 AF5602'45.6 FEET NORTHEAST OF THE EAST RAIL, 38 FEET SOUTHEAST OF THE
 AF5602'CENTER LINE OF THE TRAIL, 6 FEET SOUTHEAST OF A RIGHT-OF-WAY
 AF5602'FENCE CORNER, AND 2 FEET SOUTHWEST OF THE FENCE.  A STANDARD
 AF5602'DISK, STAMPED B 75 1934 AND SET IN THE TOP OF A CONCRETE POST
 AF5602'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF5469 ***********************************************************************
 AF5469  DESIGNATION -  B 76
 AF5469  PID         -  AF5469
 AF5469  STATE/COUNTY-  FL/HIGHLANDS
 AF5469  USGS QUAD   -  LORIDA (1972)
 AF5469
 AF5469                         *CURRENT SURVEY CONTROL
 AF5469  ___________________________________________________________________
 AF5469* NAD 83(1986)-  27 26 44.     (N)    081 15 21.     (W)     SCALED    
 AF5469* NAVD 88     -        14.694  (meters)      48.21   (feet)  ADJUSTED  
 AF5469  ___________________________________________________________________
 AF5469  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AF5469  DYNAMIC HT  -          14.672 (meters)      48.14  (feet)  COMP
 AF5469  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 AF5469
 AF5469  VERT ORDER  -  SECOND    CLASS 0
 AF5469
 AF5469.The horizontal coordinates were scaled from a topographic map and have
 AF5469.an estimated accuracy of +/- 6 seconds.
 AF5469
 AF5469.The orthometric height was determined by differential leveling
 AF5469.and adjusted by the National Geodetic Survey in June 1991..
 AF5469
 AF5469.The geoid height was determined by GEOID03.
 AF5469
 AF5469.The dynamic height is computed by dividing the NAVD 88
 AF5469.geopotential number by the normal gravity value computed on the
 AF5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5469.degrees latitude (g = 980.6199 gals.).
 AF5469
 AF5469.The modeled gravity was interpolated from observed gravity values.
 AF5469
 AF5469;                    North         East    Units  Estimated Accuracy
 AF5469;SPC FL E     -   344,800.      174,710.      MT  (+/- 180 meters Scaled)
 AF5469
 AF5469                          SUPERSEDED SURVEY CONTROL
 AF5469
 AF5469  NGVD 29 (??/??/92)   15.043  (m)           49.35   (f) ADJ UNCH    2 0
 AF5469
 AF5469.Superseded values are not recommended for survey control.
 AF5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5469.See file dsdata.txt to determine how the superseded data were derived.
 AF5469
 AF5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML747358(NAD 83)
 AF5469_MARKER: DB = BENCH MARK DISK
 AF5469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AF5469_STAMPING: B 76 1934
 AF5469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5469+STABILITY: SURFACE MOTION
 AF5469
 AF5469  HISTORY     - Date     Condition        Report By
 AF5469  HISTORY     - 1934     MONUMENTED       CGS
 AF5469  HISTORY     - 1965     MARK NOT FOUND   NGS
 AF5469
 AF5469                          STATION DESCRIPTION
 AF5469
 AF5469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AF5469'AT ISTOKPOGA.
 AF5469'AT ISTOKPOGA, HIGHLANDS COUNTY, ON THE SEABOARD AIR LINE RAILROAD,
 AF5469'373 YARDS NORTHWEST OF THE STATION, 152 YARDS SOUTHEAST OF MILEPOST
 AF5469'879, 64 FEET WEST OF THE CENTER OF A ROAD CROSSING, 53.2 FEET
 AF5469'SOUTHWEST OF THE SOUTH RAIL, 29.6 FEET NORTHWEST OF A RIGHT-OF-WAY
 AF5469'FENCE CORNER, AND 1 FOOT NORTHEAST OF THE FENCE.  A STANDARD DISK,
 AF5469'STAMPED B 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AF5469'10 INCHES ABOVE GROUND.
 AF5469
 AF5469                          STATION RECOVERY (1965)
 AF5469
 AF5469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AF5469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1829 ***********************************************************************
 AG1829  DESIGNATION -  B 77
 AG1829  PID         -  AG1829
 AG1829  STATE/COUNTY-  FL/MANATEE
 AG1829  USGS QUAD   -  LORRAINE (1987)
 AG1829
 AG1829                         *CURRENT SURVEY CONTROL
 AG1829  ___________________________________________________________________
 AG1829* NAD 83(1986)-  27 26 09.     (N)    082 23 44.     (W)     SCALED    
 AG1829* NAVD 88     -        12.302  (meters)      40.36   (feet)  ADJUSTED  
 AG1829  ___________________________________________________________________
 AG1829  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG1829  DYNAMIC HT  -          12.284 (meters)      40.30  (feet)  COMP
 AG1829  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 AG1829
 AG1829  VERT ORDER  -  SECOND    CLASS 0
 AG1829
 AG1829.The horizontal coordinates were scaled from a topographic map and have
 AG1829.an estimated accuracy of +/- 6 seconds.
 AG1829
 AG1829.The orthometric height was determined by differential leveling
 AG1829.and adjusted by the National Geodetic Survey in June 1991..
 AG1829
 AG1829.The geoid height was determined by GEOID03.
 AG1829
 AG1829.The dynamic height is computed by dividing the NAVD 88
 AG1829.geopotential number by the normal gravity value computed on the
 AG1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1829.degrees latitude (g = 980.6199 gals.).
 AG1829
 AG1829.The modeled gravity was interpolated from observed gravity values.
 AG1829
 AG1829;                    North         East    Units  Estimated Accuracy
 AG1829;SPC FL W     -   343,760.      160,890.      MT  (+/- 180 meters Scaled)
 AG1829
 AG1829                          SUPERSEDED SURVEY CONTROL
 AG1829
 AG1829  NGVD 29 (??/??/92)   12.592  (m)           41.31   (f) ADJ UNCH    2 0
 AG1829
 AG1829.Superseded values are not recommended for survey control.
 AG1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1829.See file dsdata.txt to determine how the superseded data were derived.
 AG1829
 AG1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620354(NAD 83)
 AG1829_MARKER: DB = BENCH MARK DISK
 AG1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1829_STAMPING: 41.312 B 77 1934
 AG1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1829+STABILITY: SURFACE MOTION
 AG1829
 AG1829  HISTORY     - Date     Condition        Report By
 AG1829  HISTORY     - 1934     MONUMENTED       CGS
 AG1829  HISTORY     - 1935     GOOD             NGS
 AG1829  HISTORY     - 1973     MARK NOT FOUND   USGS
 AG1829
 AG1829                          STATION DESCRIPTION
 AG1829
 AG1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AG1829'11.7 MI SE FROM BRADENTON.
 AG1829'11.7 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 AG1829'SEABOARD AIR LINE RAILWAY FROM THE STATION AT BRADENTON, MANATEE
 AG1829'COUNTY, AT LORRAINE, AT A DIRT ROAD CROSSING, 50 FEET WEST OF THE
 AG1829'CENTERLINE OF THE ROAD, 40 FEET SOUTH OF A CATTLE GUARD, AND
 AG1829'29.6 FEET SOUTHWEST OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 AG1829'41.312 B 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AG1829'3 INCHES ABOVE GROUND.
 AG1829
 AG1829                          STATION RECOVERY (1973)
 AG1829
 AG1829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AG1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG6100 ***********************************************************************
 AG6100  DESIGNATION -  B 78
 AG6100  PID         -  AG6100
 AG6100  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6100  USGS QUAD   -  NICHOLS (1987)
 AG6100
 AG6100                         *CURRENT SURVEY CONTROL
 AG6100  ___________________________________________________________________
 AG6100* NAD 83(1986)-  27 58 59.     (N)    082 06 16.     (W)     SCALED    
 AG6100* NAVD 88     -        39.864  (meters)     130.79   (feet)  ADJUSTED  
 AG6100  ___________________________________________________________________
 AG6100  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AG6100  DYNAMIC HT  -          39.805 (meters)     130.59  (feet)  COMP
 AG6100  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AG6100
 AG6100  VERT ORDER  -  SECOND    CLASS 0
 AG6100
 AG6100.The horizontal coordinates were scaled from a topographic map and have
 AG6100.an estimated accuracy of +/- 6 seconds.
 AG6100
 AG6100.The orthometric height was determined by differential leveling
 AG6100.and adjusted by the National Geodetic Survey in June 1991..
 AG6100
 AG6100.The geoid height was determined by GEOID03.
 AG6100
 AG6100.The dynamic height is computed by dividing the NAVD 88
 AG6100.geopotential number by the normal gravity value computed on the
 AG6100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6100.degrees latitude (g = 980.6199 gals.).
 AG6100
 AG6100.The modeled gravity was interpolated from observed gravity values.
 AG6100
 AG6100;                    North         East    Units  Estimated Accuracy
 AG6100;SPC FL W     -   404,340.      189,730.      MT  (+/- 180 meters Scaled)
 AG6100
 AG6100                          SUPERSEDED SURVEY CONTROL
 AG6100
 AG6100  NGVD 29 (??/??/92)   40.124  (m)          131.64   (f) ADJ UNCH    2 0
 AG6100
 AG6100.Superseded values are not recommended for survey control.
 AG6100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6100.See file dsdata.txt to determine how the superseded data were derived.
 AG6100
 AG6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL913958(NAD 83)
 AG6100_MARKER: DB = BENCH MARK DISK
 AG6100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG6100_STAMPING: B 78 1934
 AG6100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6100+STABILITY: SURFACE MOTION
 AG6100
 AG6100  HISTORY     - Date     Condition        Report By
 AG6100  HISTORY     - 1934     MONUMENTED       CGS
 AG6100  HISTORY     - 1959     MARK NOT FOUND   NGS
 AG6100
 AG6100                          STATION DESCRIPTION
 AG6100
 AG6100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AG6100'2.5 MI S FROM PLANT CITY.
 AG6100'ABOUT 2.5 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 AG6100'THE STATION AT PLANT CITY, HILLSBOROUGH COUNTY, ABOUT 90 YARDS
 AG6100'SOUTH OF A SIDETRACK SWITCH, 20 FEET SOUTHWEST OF A SPUR TRACK TO
 AG6100'CORONET JUNCTION, 49 FEET WEST OF THE CENTER LINE OF A ROAD WHICH
 AG6100'CROSSES THE SPUR TRACK, AND 19 FEET EAST OF THE MAIN TRACK.  A
 AG6100'STANDARD DISK, STAMPED B 78 1934 AND SET IN THE TOP OF A CONCRETE
 AG6100'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0281 ***********************************************************************
 AK0281  DESIGNATION -  B 79
 AK0281  PID         -  AK0281
 AK0281  STATE/COUNTY-  FL/ORANGE
 AK0281  USGS QUAD   -  ORLANDO WEST (1980)
 AK0281
 AK0281                         *CURRENT SURVEY CONTROL
 AK0281  ___________________________________________________________________
 AK0281* NAD 83(1986)-  28 37 16.     (N)    081 26 20.     (W)     SCALED    
 AK0281* NAVD 88     -        26.792  (meters)      87.90   (feet)  ADJUSTED  
 AK0281  ___________________________________________________________________
 AK0281  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AK0281  DYNAMIC HT  -          26.754 (meters)      87.78  (feet)  COMP
 AK0281  MODELED GRAV-     979,214.8   (mgal)                       NAVD 88
 AK0281
 AK0281  VERT ORDER  -  SECOND    CLASS 0
 AK0281
 AK0281.The horizontal coordinates were scaled from a topographic map and have
 AK0281.an estimated accuracy of +/- 6 seconds.
 AK0281
 AK0281.The orthometric height was determined by differential leveling
 AK0281.and adjusted by the National Geodetic Survey in June 1991..
 AK0281
 AK0281.The geoid height was determined by GEOID03.
 AK0281
 AK0281.The dynamic height is computed by dividing the NAVD 88
 AK0281.geopotential number by the normal gravity value computed on the
 AK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0281.degrees latitude (g = 980.6199 gals.).
 AK0281
 AK0281.The modeled gravity was interpolated from observed gravity values.
 AK0281
 AK0281;                    North         East    Units  Estimated Accuracy
 AK0281;SPC FL E     -   475,120.      157,080.      MT  (+/- 180 meters Scaled)
 AK0281
 AK0281                          SUPERSEDED SURVEY CONTROL
 AK0281
 AK0281  NGVD 29 (??/??/92)   27.078  (m)           88.84   (f) ADJ UNCH    2 0
 AK0281
 AK0281.Superseded values are not recommended for survey control.
 AK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0281.See file dsdata.txt to determine how the superseded data were derived.
 AK0281
 AK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM570660(NAD 83)
 AK0281_MARKER: DB = BENCH MARK DISK
 AK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0281_STAMPING: 88.838 B 79 1934
 AK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0281+STABILITY: SURFACE MOTION
 AK0281
 AK0281  HISTORY     - Date     Condition        Report By
 AK0281  HISTORY     - 1934     MONUMENTED       CGS
 AK0281  HISTORY     - 1954     GOOD             NGS
 AK0281  HISTORY     - 1970     GOOD             NGS
 AK0281
 AK0281                          STATION DESCRIPTION
 AK0281
 AK0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AK0281'AT LOCKHART.
 AK0281'AT LOCKHART, ORANGE COUNTY, ON THE SEABOARD AIR LINE RAILROAD,
 AK0281'70 FEET EAST OF THE UNLOADING STATION, AT A ROAD CROSSING, 27
 AK0281'FEET SOUTH SOUTHWEST OF THE CENTERLINE OF THE ROAD, 9.7 FEET
 AK0281'NORTH OF THE NORTH RAIL, AND 12 FEET WEST OF A POLE.  A STANDARD
 AK0281'DISK, STAMPED 88.838 B 79 1934 AND SET IN THE TOP OF A CONCRETE
 AK0281'POST PROJECTING 4 INCHES ABOVE GROUND.
 AK0281
 AK0281                          STATION RECOVERY (1970)
 AK0281
 AK0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC0082 ***********************************************************************
 BC0082  DESIGNATION -  B 8
 BC0082  PID         -  BC0082
 BC0082  STATE/COUNTY-  FL/NASSAU
 BC0082  USGS QUAD   -  HILLIARD SW (1992)
 BC0082
 BC0082                         *CURRENT SURVEY CONTROL
 BC0082  ___________________________________________________________________
 BC0082* NAD 83(1986)-  30 30 30.     (N)    081 52 45.     (W)     SCALED    
 BC0082* NAVD 88     -        25.522  (meters)      83.73   (feet)  POSTED    
 BC0082  ___________________________________________________________________
 BC0082  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BC0082  DYNAMIC HT  -          25.490 (meters)      83.63  (feet)  COMP
 BC0082  MODELED GRAV-     979,367.4   (mgal)                       NAVD 88
 BC0082
 BC0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BC0082
 BC0082.The horizontal coordinates were scaled from a topographic map and have
 BC0082.an estimated accuracy of +/- 6 seconds.
 BC0082
 BC0082.The orthometric height was determined by differential leveling
 BC0082.and adjusted by the National Geodetic Survey in 1992..
 BC0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BC0082.rate of 0.0 thru 1.0 mm/km.
 BC0082
 BC0082.The geoid height was determined by GEOID03.
 BC0082
 BC0082.The dynamic height is computed by dividing the NAVD 88
 BC0082.geopotential number by the normal gravity value computed on the
 BC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0082.degrees latitude (g = 980.6199 gals.).
 BC0082
 BC0082.The modeled gravity was interpolated from observed gravity values.
 BC0082
 BC0082;                    North         East    Units  Estimated Accuracy
 BC0082;SPC FL E     -   684,550.      115,610.      MT  (+/- 180 meters Scaled)
 BC0082
 BC0082                          SUPERSEDED SURVEY CONTROL
 BC0082
 BC0082.No superseded survey control is available for this station.
 BC0082
 BC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP156754(NAD 83)
 BC0082_MARKER: DB = BENCH MARK DISK
 BC0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0082_STAMPING: B 8 1917
 BC0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0082+STABILITY: SURFACE MOTION
 BC0082
 BC0082  HISTORY     - Date     Condition        Report By
 BC0082  HISTORY     - 1917     MONUMENTED       CGS
 BC0082  HISTORY     - 1957     MARK NOT FOUND   NGS
 BC0082
 BC0082                          STATION DESCRIPTION
 BC0082
 BC0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BC0082'AT CRAWFORD.
 BC0082'AT CRAWFORD, NASSAU COUNTY, ABOUT 125 YARDS NORTH OF THE
 BC0082'SEABOARD AIR LINES RAILROAD STATION, AND 10 YARDS NORTHEAST OF
 BC0082'THE CROSSING OF THE SOUTHERN RAILWAY.  A STANDARD DISK, STAMPED
 BC0082'84.816 B 8 1917 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0893 ***********************************************************************
 AR0893  DESIGNATION -  B 80
 AR0893  PID         -  AR0893
 AR0893  STATE/COUNTY-  FL/MARION
 AR0893  USGS QUAD   -  ANTHONY (1993)
 AR0893
 AR0893                         *CURRENT SURVEY CONTROL
 AR0893  ___________________________________________________________________
 AR0893* NAD 83(1986)-  29 21 36.     (N)    082 06 26.     (W)     SCALED    
 AR0893* NAVD 88     -        22.668  (meters)      74.37   (feet)  ADJUSTED  
 AR0893  ___________________________________________________________________
 AR0893  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AR0893  DYNAMIC HT  -          22.636 (meters)      74.26  (feet)  COMP
 AR0893  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 AR0893
 AR0893  VERT ORDER  -  SECOND    CLASS 0
 AR0893
 AR0893.The horizontal coordinates were scaled from a topographic map and have
 AR0893.an estimated accuracy of +/- 6 seconds.
 AR0893
 AR0893.The orthometric height was determined by differential leveling
 AR0893.and adjusted by the National Geodetic Survey in June 1991..
 AR0893
 AR0893.The geoid height was determined by GEOID03.
 AR0893
 AR0893.The dynamic height is computed by dividing the NAVD 88
 AR0893.geopotential number by the normal gravity value computed on the
 AR0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0893.degrees latitude (g = 980.6199 gals.).
 AR0893
 AR0893.The modeled gravity was interpolated from observed gravity values.
 AR0893
 AR0893;                    North         East    Units  Estimated Accuracy
 AR0893;SPC FL W     -   556,930.      189,590.      MT  (+/- 180 meters Scaled)
 AR0893
 AR0893                          SUPERSEDED SURVEY CONTROL
 AR0893
 AR0893  NGVD 29 (??/??/92)   22.937  (m)           75.25   (f) ADJ UNCH    2 0
 AR0893
 AR0893.Superseded values are not recommended for survey control.
 AR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0893.See file dsdata.txt to determine how the superseded data were derived.
 AR0893
 AR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN925483(NAD 83)
 AR0893_MARKER: DB = BENCH MARK DISK
 AR0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0893_STAMPING: B 80 1934
 AR0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0893+STABILITY: SURFACE MOTION
 AR0893
 AR0893  HISTORY     - Date     Condition        Report By
 AR0893  HISTORY     - 1934     MONUMENTED       CGS
 AR0893  HISTORY     - 1959     MARK NOT FOUND   NGS
 AR0893  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AR0893
 AR0893                          STATION DESCRIPTION
 AR0893
 AR0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AR0893'1.6 MI N FROM SPARR.
 AR0893'1.6 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 AR0893'STATION AT SPARR, MARION COUNTY, 340 FEET NORTH OF MILEPOST
 AR0893'721, 103 FEET SOUTH OF THE CROSSING OF A ROAD LEADING TO FORT
 AR0893'MC COY, AND 33.2 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 AR0893'STAMPED B 80 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AR0893'ABOUT 8 INCHES ABOVE GROUND.  NOTE-- IT IS BELIEVED THAT THE
 AR0893'RAILROAD GRADE HAS BEEN WIDENED AND THE MARK HAS BEEN COVERED
 AR0893'OVER OR DESTROYED.
 AR0893
 AR0893                          STATION RECOVERY (1990)
 AR0893
 AR0893'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AR0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8103 ***********************************************************************
 AD8103  DESIGNATION -  B 80
 AD8103  PID         -  AD8103
 AD8103  STATE/COUNTY-  FL/BROWARD
 AD8103  USGS QUAD   -  COOPER CITY SW (1983)
 AD8103
 AD8103                         *CURRENT SURVEY CONTROL
 AD8103  ___________________________________________________________________
 AD8103* NAD 83(1986)-  26 02 45.     (N)    080 29 03.     (W)     SCALED    
 AD8103* NAVD 88     -         5.160  (meters)      16.93   (feet)  ADJUSTED  
 AD8103  ___________________________________________________________________
 AD8103  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AD8103  DYNAMIC HT  -           5.152 (meters)      16.90  (feet)  COMP
 AD8103  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 AD8103
 AD8103  VERT ORDER  -  FIRST     CLASS II
 AD8103
 AD8103.The horizontal coordinates were scaled from a topographic map and have
 AD8103.an estimated accuracy of +/- 6 seconds.
 AD8103
 AD8103.The orthometric height was determined by differential leveling
 AD8103.and adjusted by the National Geodetic Survey in September 1992..
 AD8103
 AD8103.The geoid height was determined by GEOID03.
 AD8103
 AD8103.The dynamic height is computed by dividing the NAVD 88
 AD8103.geopotential number by the normal gravity value computed on the
 AD8103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8103.degrees latitude (g = 980.6199 gals.).
 AD8103
 AD8103.The modeled gravity was interpolated from observed gravity values.
 AD8103
 AD8103;                    North         East    Units  Estimated Accuracy
 AD8103;SPC FL E     -   189,790.      251,620.      MT  (+/- 180 meters Scaled)
 AD8103
 AD8103                          SUPERSEDED SURVEY CONTROL
 AD8103
 AD8103  NGVD 29 (09/01/92)    5.617  (m)           18.43   (f) ADJUSTED    1 2
 AD8103
 AD8103.Superseded values are not recommended for survey control.
 AD8103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8103.See file dsdata.txt to determine how the superseded data were derived.
 AD8103
 AD8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ516808(NAD 83)
 AD8103_MARKER: DD = SURVEY DISK
 AD8103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8103_SP_SET: CONCRETE POST
 AD8103_STAMPING: B 80 1977
 AD8103_MARK LOGO: SFLWMD
 AD8103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8103+STABILITY: SURFACE MOTION
 AD8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8103+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AD8103
 AD8103  HISTORY     - Date     Condition        Report By
 AD8103  HISTORY     - 1977     MONUMENTED       SFLWMD
 AD8103  HISTORY     - 19920307 GOOD             NGS
 AD8103  HISTORY     - 19930803 GOOD             NGS
 AD8103
 AD8103                          STATION DESCRIPTION
 AD8103
 AD8103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8103'9.5 KM (5.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8103'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 1.0 KM
 AD8103'(0.60 MI) WESTERLY ALONG STATE HIGHWAY 818 (GRIFFIN ROAD), THENCE 0.3
 AD8103'KM (0.20 MI) SOUTHWESTERLY ALONG A PAVED ROAD THROUGH HOLIDAY PARK,
 AD8103'THENCE 4.0 KM (2.50 MI) SOUTHWESTERLY ALONG A ROAD ON TOP OF LEVEE
 AD8103'NUMBER 67A, 17.1 M (56.1 FT) SOUTHWEST OF THE NORTHEAST END OF A TURN
 AD8103'OUT, 4.9 M (16.1 FT) NORTHWEST OF THE CENTER OF THE ROAD, 3.8 M (12.5
 AD8103'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 AD8103'(0.3 FT) BELOW THE GROUND SURFACE.
 AD8103
 AD8103                          STATION RECOVERY (1993)
 AD8103
 AD8103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AD8103'THE MARK IS ABOUT 14.0 MI (22.5 KM) WEST OF COOPER CITY, 4.0 MI (6.4
 AD8103'KM) NORTH OF THE DADE-BROWARD COUNTY LINE, 3.5 MI (5.6 KM) WEST OF
 AD8103'U.S. HIGHWAY 27 IN SECTION 31, TOWNSHIP 50 SOUTH, RANGE 39 EAST. TO
 AD8103'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE
 AD8103'EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S.
 AD8103'HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE HIGHWAY
 AD8103'818 (GRIFFIN ROAD), TURN RIGHT AND GO WEST-SOUTHWEST ON STATE HIGHWAY
 AD8103'818 (GRIFFIN ROAD) FOR 0.65 MI (1.05 KM) TO PUMP STATION S-9, CONTINUE
 AD8103'WEST-SOUTHWEST ON GRIFFIN ROAD (THE CENTER ROAD OF THREE) FOR 0.15 MI
 AD8103'(0.24 KM) THROUGH THE HOLIDAY PARK TO A LOCKED GATE, CONTINUE
 AD8103'WEST-SOUTHWEST FOR 2.5 MI (4.0 KM) ON THE ROAD ON TOP OF THE LEVEE
 AD8103'NUMBER 67-A TO THE MARK ON THE RIGHT,  IN TOP OF A CONCRETE POST LEVEL
 AD8103'WITH THE LEVEE AND 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE GROUND ,
 AD8103'56.1 FT (17.1 M) SOUTHWEST OF THE NORTHEAST END OF A TURN OUT, 16.1 FT
 AD8103'(4.9 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 12.5
 AD8103'FT (3.8 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE--THE GATE CAN
 AD8103'BE UNLOCKED BY THE WORKERS AT PUMP STATION S-9. NOTE--MARK WAS NOT
 AD8103'LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0056 ***********************************************************************
 AQ0056  DESIGNATION -  B 81
 AQ0056  PID         -  AQ0056
 AQ0056  STATE/COUNTY-  FL/PUTNAM
 AQ0056  USGS QUAD   -  PALATKA (1992)
 AQ0056
 AQ0056                         *CURRENT SURVEY CONTROL
 AQ0056  ___________________________________________________________________
 AQ0056* NAD 83(1986)-  29 39 24.     (N)    081 39 35.     (W)     SCALED    
 AQ0056* NAVD 88     -         9.190  (meters)      30.15   (feet)  ADJUSTED  
 AQ0056  ___________________________________________________________________
 AQ0056  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AQ0056  DYNAMIC HT  -           9.178 (meters)      30.11  (feet)  COMP
 AQ0056  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 AQ0056
 AQ0056  VERT ORDER  -  FIRST     CLASS I
 AQ0056
 AQ0056.The horizontal coordinates were scaled from a topographic map and have
 AQ0056.an estimated accuracy of +/- 6 seconds.
 AQ0056
 AQ0056.The orthometric height was determined by differential leveling
 AQ0056.and adjusted by the National Geodetic Survey in June 1991..
 AQ0056
 AQ0056.The geoid height was determined by GEOID03.
 AQ0056
 AQ0056.The dynamic height is computed by dividing the NAVD 88
 AQ0056.geopotential number by the normal gravity value computed on the
 AQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0056.degrees latitude (g = 980.6199 gals.).
 AQ0056
 AQ0056.The modeled gravity was interpolated from observed gravity values.
 AQ0056
 AQ0056;                    North         East    Units  Estimated Accuracy
 AQ0056;SPC FL E     -   589,990.      136,130.      MT  (+/- 180 meters Scaled)
 AQ0056
 AQ0056                          SUPERSEDED SURVEY CONTROL
 AQ0056
 AQ0056  NGVD 29 (??/??/92)    9.478  (m)           31.10   (f) ADJ UNCH    1 1
 AQ0056
 AQ0056.Superseded values are not recommended for survey control.
 AQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0056.See file dsdata.txt to determine how the superseded data were derived.
 AQ0056
 AQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN361809(NAD 83)
 AQ0056_MARKER: DB = BENCH MARK DISK
 AQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AQ0056_STAMPING: B 81 1934
 AQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0056+STABILITY: SURFACE MOTION
 AQ0056
 AQ0056  HISTORY     - Date     Condition        Report By
 AQ0056  HISTORY     - 1934     MONUMENTED       CGS
 AQ0056  HISTORY     - 1966     GOOD             NGS
 AQ0056
 AQ0056                          STATION DESCRIPTION
 AQ0056
 AQ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AQ0056'1.3 MI NW FROM PALATKA.
 AQ0056'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC COAST
 AQ0056'LINE RAILROAD STATION AT PALATKA, THENCE 0.3 MILE NORTHWEST ALONG
 AQ0056'STATE HIGHWAY 100, 72 YARDS NORTHWEST OF THE CENTER OF THE
 AQ0056'JUNCTION OF HIGHWAY AND A SAND ROAD LEADING NORTHWEST, 103 FEET
 AQ0056'SOUTHEAST OF THE CENTER OF THE CROSSING OF A SAND ROAD AND THE
 AQ0056'GEORGIA SOUTHERN AND FLORIDA RAILWAY, 20.8 FEET SOUTH OF THE SOUTH
 AQ0056'RAIL, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5
 AQ0056'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 AQ0056'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8102 ***********************************************************************
 AD8102  DESIGNATION -  B 81
 AD8102  PID         -  AD8102
 AD8102  STATE/COUNTY-  FL/BROWARD
 AD8102  USGS QUAD   -  COOPER CITY SW (1983)
 AD8102
 AD8102                         *CURRENT SURVEY CONTROL
 AD8102  ___________________________________________________________________
 AD8102* NAD 83(1986)-  26 01 56.     (N)    080 29 40.     (W)     SCALED    
 AD8102* NAVD 88     -         5.247  (meters)      17.21   (feet)  ADJUSTED  
 AD8102  ___________________________________________________________________
 AD8102  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AD8102  DYNAMIC HT  -           5.239 (meters)      17.19  (feet)  COMP
 AD8102  MODELED GRAV-     979,049.4   (mgal)                       NAVD 88
 AD8102
 AD8102  VERT ORDER  -  FIRST     CLASS II
 AD8102
 AD8102.The horizontal coordinates were scaled from a topographic map and have
 AD8102.an estimated accuracy of +/- 6 seconds.
 AD8102
 AD8102.The orthometric height was determined by differential leveling
 AD8102.and adjusted by the National Geodetic Survey in September 1992..
 AD8102
 AD8102.The geoid height was determined by GEOID03.
 AD8102
 AD8102.The dynamic height is computed by dividing the NAVD 88
 AD8102.geopotential number by the normal gravity value computed on the
 AD8102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8102.degrees latitude (g = 980.6199 gals.).
 AD8102
 AD8102.The modeled gravity was interpolated from observed gravity values.
 AD8102
 AD8102;                    North         East    Units  Estimated Accuracy
 AD8102;SPC FL E     -   188,280.      250,600.      MT  (+/- 180 meters Scaled)
 AD8102
 AD8102                          SUPERSEDED SURVEY CONTROL
 AD8102
 AD8102  NGVD 29 (09/01/92)    5.705  (m)           18.72   (f) ADJUSTED    1 2
 AD8102
 AD8102.Superseded values are not recommended for survey control.
 AD8102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8102.See file dsdata.txt to determine how the superseded data were derived.
 AD8102
 AD8102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ505793(NAD 83)
 AD8102_MARKER: DD = SURVEY DISK
 AD8102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8102_SP_SET: CONCRETE POST
 AD8102_STAMPING: B 81 1977
 AD8102_MARK LOGO: SFLWMD
 AD8102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8102+STABILITY: SURFACE MOTION
 AD8102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8102+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AD8102
 AD8102  HISTORY     - Date     Condition        Report By
 AD8102  HISTORY     - 1977     MONUMENTED       SFLWMD
 AD8102  HISTORY     - 19920307 GOOD             NGS
 AD8102  HISTORY     - 19930803 GOOD             NGS
 AD8102
 AD8102                          STATION DESCRIPTION
 AD8102
 AD8102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8102'9.5 KM (5.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8102'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 1.0 KM
 AD8102'(0.60 MI) WESTERLY ALONG STATE HIGHWAY 818 (GRIFFIN ROAD), THENCE 0.3
 AD8102'KM (0.20 MI) SOUTHWESTERLY ALONG A PAVED ROAD THROUGH HOLIDAY PARK,
 AD8102'THENCE 5.8 KM (3.60 MI) SOUTHWESTERLY ALONG A ROAD ON TOP OF LEVEE
 AD8102'NUMBER 67A, 23.5 M (77.1 FT) SOUTHWEST OF THE NORTHEAST END OF A TURN
 AD8102'OUT, 4.5 M (14.8 FT) NORTHWEST OF THE CENTER OF THE ROAD, 4.4 M (14.4
 AD8102'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 AD8102'(0.3 FT) BELOW THE GROUND SURFACE.
 AD8102
 AD8102                          STATION RECOVERY (1993)
 AD8102
 AD8102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AD8102'THE MARK IS ABOUT 15.2 MI (24.5 KM) WEST OF COOPER CITY, 4.0 MI (6.4
 AD8102'KM) NORTH OF THE DADE-BROWARD COUNTY LINE, 4.7 MI (7.6 KM) WEST OF
 AD8102'U.S. HIGHWAY 27 IN SECTION 1, TOWNSHIP 51 SOUTH, RANGE 38 EAST. TO
 AD8102'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE
 AD8102'EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S.
 AD8102'HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE HIGHWAY
 AD8102'818 (GRIFFIN ROAD), TURN RIGHT AND GO WEST-SOUTHWEST ON STATE HIGHWAY
 AD8102'818 (GRIFFIN ROAD) FOR 0.65 MI (1.05 KM) TO PUMP STATION S-9, CONTINUE
 AD8102'WEST-SOUTHWEST ON GRIFFIN ROAD (THE CENTER ROAD OF THREE) FOR 0.15 MI
 AD8102'(0.24 KM) THROUGH THE HOLIDAY PARK TO A LOCKED GATE, CONTINUE
 AD8102'WEST-SOUTHWEST FOR 3.65 MI (5.87 KM) ON THE ROAD ON TOP OF THE LEVEE
 AD8102'NUMBER 67-A TO THE MARK ON THE RIGHT, IN TOP OF A CONCRETE POST LEVEL
 AD8102'WITH THE LEVEE AND 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE GROUND, 77.1
 AD8102'FT (23.5 M) SOUTHWEST OF THE NORTHEAST END OF A TURN OUT, 14.8 FT (4.5
 AD8102'M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 14.4 FT
 AD8102'(4.4 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE--THE GATE CAN BE
 AD8102'UNLOCKED BY THE WORKERS AT PUMP STATION S-9. NOTE--MARK WAS NOT
 AD8102'LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0246 ***********************************************************************
 AR0246  DESIGNATION -  B 82
 AR0246  PID         -  AR0246
 AR0246  STATE/COUNTY-  FL/BRADFORD
 AR0246  USGS QUAD   -  BROOKER (1993)
 AR0246
 AR0246                         *CURRENT SURVEY CONTROL
 AR0246  ___________________________________________________________________
 AR0246* NAD 83(1986)-  29 57 47.     (N)    082 15 55.     (W)     SCALED    
 AR0246* NAVD 88     -        43.568  (meters)     142.94   (feet)  ADJUSTED  
 AR0246  ___________________________________________________________________
 AR0246  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AR0246  DYNAMIC HT  -          43.510 (meters)     142.75  (feet)  COMP
 AR0246  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 AR0246
 AR0246  VERT ORDER  -  SECOND    CLASS 0
 AR0246
 AR0246.The horizontal coordinates were scaled from a topographic map and have
 AR0246.an estimated accuracy of +/- 6 seconds.
 AR0246
 AR0246.The orthometric height was determined by differential leveling
 AR0246.and adjusted by the National Geodetic Survey in June 1991..
 AR0246
 AR0246.The geoid height was determined by GEOID03.
 AR0246
 AR0246.The dynamic height is computed by dividing the NAVD 88
 AR0246.geopotential number by the normal gravity value computed on the
 AR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0246.degrees latitude (g = 980.6199 gals.).
 AR0246
 AR0246.The modeled gravity was interpolated from observed gravity values.
 AR0246
 AR0246;                    North         East    Units  Estimated Accuracy
 AR0246;SPC FL N     -   108,870.      815,680.      MT  (+/- 180 meters Scaled)
 AR0246
 AR0246                          SUPERSEDED SURVEY CONTROL
 AR0246
 AR0246  NGVD 29 (??/??/92)   43.832  (m)          143.81   (f) ADJ UNCH    2 0
 AR0246
 AR0246.Superseded values are not recommended for survey control.
 AR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0246.See file dsdata.txt to determine how the superseded data were derived.
 AR0246
 AR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP779153(NAD 83)
 AR0246_MARKER: DB = BENCH MARK DISK
 AR0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0246_STAMPING: B 82 1934
 AR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0246+STABILITY: SURFACE MOTION
 AR0246
 AR0246  HISTORY     - Date     Condition        Report By
 AR0246  HISTORY     - 1934     MONUMENTED       CGS
 AR0246  HISTORY     - 1954     GOOD             NGS
 AR0246
 AR0246                          STATION DESCRIPTION
 AR0246
 AR0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AR0246'AT NEW RIVER.
 AR0246'AT NEW RIVER, ALONG THE GEORGIA SOUTHERN AND FLORIDA RAILWAY,
 AR0246'12 1/2 RAILS NORTHWEST OF CROSSING OF A BLACK TOP ROAD, 211 1/2
 AR0246'FEET NORTH-NORTHWEST AND ACROSS TRACKS FROM THE NORTHWEST CORNER
 AR0246'OF THE STATION, 24 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN
 AR0246'TRACK, 50 FEET EAST-NORTHEAST AND ACROSS TRACK FROM MILE POST
 AR0246'239, 152 FEET EAST-SOUTHEAST OF A SWITCH STAND AT NORTHWEST
 AR0246'END OF A SIDING, 11 FEET SOUTHWEST OF A FENCE LINE, 11 1/2 FEET
 AR0246'WEST-SOUTHWEST OF A FENCE CORNER, 64 FEET NORTH-NORTHWEST OF
 AR0246'CROSSING OF MAIN TRACK AND A SAND ROAD, ABOUT 1 FOOT ABOVE
 AR0246'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 AR0246'1 INCH BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR0244 ***********************************************************************
 AR0244  DESIGNATION -  B 83
 AR0244  PID         -  AR0244
 AR0244  STATE/COUNTY-  FL/UNION
 AR0244  USGS QUAD   -  WORTHINGTON SPRINGS (1966)
 AR0244
 AR0244                         *CURRENT SURVEY CONTROL
 AR0244  ___________________________________________________________________
 AR0244* NAD 83(1986)-  29 59 46.     (N)    082 22 37.     (W)     SCALED    
 AR0244* NAVD 88     -        39.520  (meters)     129.66   (feet)  ADJUSTED  
 AR0244  ___________________________________________________________________
 AR0244  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AR0244  DYNAMIC HT  -          39.467 (meters)     129.48  (feet)  COMP
 AR0244  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 AR0244
 AR0244  VERT ORDER  -  SECOND    CLASS 0
 AR0244
 AR0244.The horizontal coordinates were scaled from a topographic map and have
 AR0244.an estimated accuracy of +/- 6 seconds.
 AR0244
 AR0244.The orthometric height was determined by differential leveling
 AR0244.and adjusted by the National Geodetic Survey in June 1991..
 AR0244
 AR0244.The geoid height was determined by GEOID03.
 AR0244
 AR0244.The dynamic height is computed by dividing the NAVD 88
 AR0244.geopotential number by the normal gravity value computed on the
 AR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0244.degrees latitude (g = 980.6199 gals.).
 AR0244
 AR0244.The modeled gravity was interpolated from observed gravity values.
 AR0244
 AR0244;                    North         East    Units  Estimated Accuracy
 AR0244;SPC FL N     -   112,320.      804,830.      MT  (+/- 180 meters Scaled)
 AR0244
 AR0244                          SUPERSEDED SURVEY CONTROL
 AR0244
 AR0244  NGVD 29 (??/??/92)   39.785  (m)          130.53   (f) ADJ UNCH    2 0
 AR0244
 AR0244.Superseded values are not recommended for survey control.
 AR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0244.See file dsdata.txt to determine how the superseded data were derived.
 AR0244
 AR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP671191(NAD 83)
 AR0244_MARKER: DB = BENCH MARK DISK
 AR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR0244_STAMPING: B 83 1934
 AR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0244+STABILITY: SURFACE MOTION
 AR0244
 AR0244  HISTORY     - Date     Condition        Report By
 AR0244  HISTORY     - 1934     MONUMENTED       CGS
 AR0244  HISTORY     - 1961     GOOD             NGS
 AR0244
 AR0244                          STATION DESCRIPTION
 AR0244
 AR0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AR0244'2.6 MI SW FROM LAKE BUTLER.
 AR0244'2.6 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 AR0244'FROM THE STATION AT LAKE BUTLER, 230 YARDS SOUTHWEST OF MILEPOST
 AR0244'56, 58.5 FT. NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AR0244'23, 50 YARDS NORTHWEST OF AND ACROSS THE HIGHWAY FROM A FARMHOUSE,
 AR0244'21.7 FT. SOUTHEAST OF THE SOUTHEAST RAIL, AT A PRIVATE ROAD
 AR0244'CROSSING, 43 FT. NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD,
 AR0244'4 FT. NORTHWEST OF A TELEPHONE POLE, 0.5 FT. NORTHWEST OF A
 AR0244'STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AR0244'PROJECTS 0.2 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8100 ***********************************************************************
 AD8100  DESIGNATION -  B 83
 AD8100  PID         -  AD8100
 AD8100  STATE/COUNTY-  FL/BROWARD
 AD8100  USGS QUAD   -  GATOR LAKE (1973)
 AD8100
 AD8100                         *CURRENT SURVEY CONTROL
 AD8100  ___________________________________________________________________
 AD8100* NAD 83(1986)-  26 00 44.     (N)    080 30 33.     (W)     SCALED    
 AD8100* NAVD 88     -         4.706  (meters)      15.44   (feet)  ADJUSTED  
 AD8100  ___________________________________________________________________
 AD8100  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AD8100  DYNAMIC HT  -           4.698 (meters)      15.41  (feet)  COMP
 AD8100  MODELED GRAV-     979,047.6   (mgal)                       NAVD 88
 AD8100
 AD8100  VERT ORDER  -  FIRST     CLASS II
 AD8100
 AD8100.The horizontal coordinates were scaled from a topographic map and have
 AD8100.an estimated accuracy of +/- 6 seconds.
 AD8100
 AD8100.The orthometric height was determined by differential leveling
 AD8100.and adjusted by the National Geodetic Survey in September 1992..
 AD8100
 AD8100.The geoid height was determined by GEOID03.
 AD8100
 AD8100.The dynamic height is computed by dividing the NAVD 88
 AD8100.geopotential number by the normal gravity value computed on the
 AD8100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8100.degrees latitude (g = 980.6199 gals.).
 AD8100
 AD8100.The modeled gravity was interpolated from observed gravity values.
 AD8100
 AD8100;                    North         East    Units  Estimated Accuracy
 AD8100;SPC FL E     -   186,060.      249,130.      MT  (+/- 180 meters Scaled)
 AD8100
 AD8100                          SUPERSEDED SURVEY CONTROL
 AD8100
 AD8100  NGVD 29 (09/01/92)    5.164  (m)           16.94   (f) ADJUSTED    1 2
 AD8100
 AD8100.Superseded values are not recommended for survey control.
 AD8100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8100.See file dsdata.txt to determine how the superseded data were derived.
 AD8100
 AD8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ491771(NAD 83)
 AD8100_MARKER: DD = SURVEY DISK
 AD8100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8100_SP_SET: CONCRETE POST
 AD8100_STAMPING: B 83 1977 BM
 AD8100_MARK LOGO: SFLWMD
 AD8100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8100+STABILITY: SURFACE MOTION
 AD8100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8100+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1992
 AD8100
 AD8100  HISTORY     - Date     Condition        Report By
 AD8100  HISTORY     - 1977     MONUMENTED       SFLWMD
 AD8100  HISTORY     - 19920307 GOOD             NGS
 AD8100
 AD8100                          STATION DESCRIPTION
 AD8100
 AD8100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8100'9.5 KM (5.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 27 FROM THE JUNCTION
 AD8100'OF EASTBOUND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), THENCE 1.0 KM
 AD8100'(0.60 MI) WESTERLY ALONG STATE HIGHWAY 818 (GRIFFIN ROAD), THENCE 0.3
 AD8100'KM (0.20 MI) SOUTHWESTERLY ALONG A PAVED ROAD THROUGH HOLIDAY PARK,
 AD8100'THENCE 8.7 KM (5.40 MI) SOUTHWESTERLY ALONG A ROAD ON TOP OF LEVEE
 AD8100'NUMBER 67A, 45.1 M (148.0 FT) NORTHEAST OF THE CENTER OF THE
 AD8100'INTERSECTION OF THE MIAMI CANAL, 4.0 M (13.1 FT) NORTHWEST OF AND
 AD8100'LEVEL WITH THE CENTER OF THE ROAD, 0.8 M (2.6 FT) NORTHEAST OF THE
 AD8100'SOUTHEAST CORNER OF THE CHAIN-LINK FENCE, 0.4 M (1.3 FT) SOUTHEAST OF
 AD8100'A WITNESS POST, AND THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW
 AD8100'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0027 ***********************************************************************
 BG0027  DESIGNATION -  B 84
 BG0027  PID         -  BG0027
 BG0027  STATE/COUNTY-  FL/SANTA ROSA
 BG0027  USGS QUAD   -  FIDELIS (1994)
 BG0027
 BG0027                         *CURRENT SURVEY CONTROL
 BG0027  ___________________________________________________________________
 BG0027* NAD 83(1986)-  30 58 11.     (N)    087 02 44.     (W)     SCALED    
 BG0027* NAVD 88     -        85.500  (meters)     280.51   (feet)  ADJUSTED  
 BG0027  ___________________________________________________________________
 BG0027  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG0027  DYNAMIC HT  -          85.392 (meters)     280.16  (feet)  COMP
 BG0027  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 BG0027
 BG0027  VERT ORDER  -  SECOND    CLASS 0
 BG0027
 BG0027.The horizontal coordinates were scaled from a topographic map and have
 BG0027.an estimated accuracy of +/- 6 seconds.
 BG0027
 BG0027.The orthometric height was determined by differential leveling
 BG0027.and adjusted by the National Geodetic Survey in June 1991..
 BG0027
 BG0027.The geoid height was determined by GEOID03.
 BG0027
 BG0027.The dynamic height is computed by dividing the NAVD 88
 BG0027.geopotential number by the normal gravity value computed on the
 BG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0027.degrees latitude (g = 980.6199 gals.).
 BG0027
 BG0027.The modeled gravity was interpolated from observed gravity values.
 BG0027
 BG0027;                    North         East    Units  Estimated Accuracy
 BG0027;SPC FL N     -   221,060.      356,820.      MT  (+/- 180 meters Scaled)
 BG0027
 BG0027                          SUPERSEDED SURVEY CONTROL
 BG0027
 BG0027  NGVD 29 (??/??/92)   85.54   (m)          280.6    (f) COMPUTED    2 0
 BG0027
 BG0027.Superseded values are not recommended for survey control.
 BG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0027.See file dsdata.txt to determine how the superseded data were derived.
 BG0027
 BG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV956262(NAD 83)
 BG0027_MARKER: DB = BENCH MARK DISK
 BG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0027_STAMPING: B-84--1934
 BG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0027+STABILITY: SURFACE MOTION
 BG0027
 BG0027  HISTORY     - Date     Condition        Report By
 BG0027  HISTORY     - 1934     MONUMENTED       CGS
 BG0027
 BG0027                          STATION DESCRIPTION
 BG0027
 BG0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BG0027'2.2 MI S FROM DIXONVILLE.
 BG0027'2.2 MILES SOUTH OF, ALONG STATE HY. 37 B-84 IS LOCATED 2.2 MILES
 BG0027'SOUTH OF THE JUNCTION OF THE DIXONVILLE-BREWTON WITH THE
 BG0027'DIXONVILLE-ANDALUSIA ROADS AT DIXONVILLE, 45 FT. WEST OF CENTERLINE
 BG0027'OF STATE HY. 37, 34.5 FT. SOUTHWEST OF THE WEST END OF A 24 IN
 BG0027'CONCRETE CULVERT UNDER HIGHWAY.  STANDARD TABLET SET IN TOP OF
 BG0027'A CONCRETE POST 3 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0026 ***********************************************************************
 BG0026  DESIGNATION -  B 84 RESET 1939
 BG0026  PID         -  BG0026
 BG0026  STATE/COUNTY-  FL/SANTA ROSA
 BG0026  USGS QUAD   -  FIDELIS (1994)
 BG0026
 BG0026                         *CURRENT SURVEY CONTROL
 BG0026  ___________________________________________________________________
 BG0026* NAD 83(1986)-  30 58 11.     (N)    087 02 50.     (W)     SCALED    
 BG0026* NAVD 88     -        86.06   (meters)     282.3    (feet)  RESET     
 BG0026  ___________________________________________________________________
 BG0026  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG0026
 BG0026  VERT ORDER  -  THIRD
 BG0026
 BG0026.The horizontal coordinates were scaled from a topographic map and have
 BG0026.an estimated accuracy of +/- 6 seconds.
 BG0026
 BG0026.The orthometric height was computed from unverified reset data.
 BG0026
 BG0026.The geoid height was determined by GEOID03.
 BG0026
 BG0026;                    North         East    Units  Estimated Accuracy
 BG0026;SPC FL N     -   221,070.      356,660.      MT  (+/- 180 meters Scaled)
 BG0026
 BG0026                          SUPERSEDED SURVEY CONTROL
 BG0026
 BG0026  NGVD 29 (??/??/??)   86.11   (m)          282.5    (f) RESET       3  
 BG0026
 BG0026.Superseded values are not recommended for survey control.
 BG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0026.See file dsdata.txt to determine how the superseded data were derived.
 BG0026
 BG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV954262(NAD 83)
 BG0026_MARKER: DB = BENCH MARK DISK
 BG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0026_STAMPING: B 84 RESET 1939
 BG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0026+STABILITY: SURFACE MOTION
 BG0026
 BG0026  HISTORY     - Date     Condition        Report By
 BG0026  HISTORY     - 1939     MONUMENTED       FLDT
 BG0026  HISTORY     - 1955     GOOD             NGS
 BG0026
 BG0026                          STATION DESCRIPTION
 BG0026
 BG0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0026'2.3 MI S FROM DIXONVILLE.
 BG0026'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 87 FROM THE METHODIST
 BG0026'CHURCH AND CEMETERY AT DIXONVILLE, ESCAMBIA COUNTY, ALABAMA,
 BG0026'2.15 MILES SOUTH OF THE STATE LINE, 2.85 MILES NORTH OF THE FIDELIS
 BG0026'SCHOOL, 0.2 MILE SOUTH OF THE JUNCTION OF A GRADED ROAD LEADING
 BG0026'WEST, 93 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 190 FEET
 BG0026'SOUTH SOUTH-WEST OF A POWER POLE WITH TWO GUY WIRES, 77 FEET WEST
 BG0026'OF THE SOUTH END OF WEST HEAD WALL OF A 3-BY-2-FOOT CONCRETE
 BG0026'BOX CULVERT (HEAD WALL 20 FEET LONG) ABOUT 1-FOOT BELOW THE LEVEL
 BG0026'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG0026'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG0385 ***********************************************************************
 BG0385  DESIGNATION -  B 85
 BG0385  PID         -  BG0385
 BG0385  STATE/COUNTY-  FL/OKALOOSA
 BG0385  USGS QUAD   -  BLACKMAN (1993)
 BG0385
 BG0385                         *CURRENT SURVEY CONTROL
 BG0385  ___________________________________________________________________
 BG0385* NAD 83(1986)-  30 59 39.     (N)    086 37 42.     (W)     SCALED    
 BG0385* NAVD 88     -        71.685  (meters)     235.19   (feet)  ADJUSTED  
 BG0385  ___________________________________________________________________
 BG0385  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BG0385  DYNAMIC HT  -          71.596 (meters)     234.89  (feet)  COMP
 BG0385  MODELED GRAV-     979,394.7   (mgal)                       NAVD 88
 BG0385
 BG0385  VERT ORDER  -  SECOND    CLASS 0
 BG0385
 BG0385.The horizontal coordinates were scaled from a topographic map and have
 BG0385.an estimated accuracy of +/- 6 seconds.
 BG0385
 BG0385.The orthometric height was determined by differential leveling
 BG0385.and adjusted by the National Geodetic Survey in June 1991..
 BG0385.WARNING-Repeat measurements at this control monument indicate possible
 BG0385.vertical movement.
 BG0385
 BG0385.The geoid height was determined by GEOID03.
 BG0385
 BG0385.The dynamic height is computed by dividing the NAVD 88
 BG0385.geopotential number by the normal gravity value computed on the
 BG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0385.degrees latitude (g = 980.6199 gals.).
 BG0385
 BG0385.The modeled gravity was interpolated from observed gravity values.
 BG0385
 BG0385;                    North         East    Units  Estimated Accuracy
 BG0385;SPC FL N     -   222,960.      396,720.      MT  (+/- 180 meters Scaled)
 BG0385
 BG0385                          SUPERSEDED SURVEY CONTROL
 BG0385
 BG0385  NGVD 29 (??/??/92)   71.738  (m)          235.36   (f) ADJ UNCH    2 0
 BG0385
 BG0385.Superseded values are not recommended for survey control.
 BG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0385.See file dsdata.txt to determine how the superseded data were derived.
 BG0385
 BG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV354290(NAD 83)
 BG0385_MARKER: DB = BENCH MARK DISK
 BG0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0385_STAMPING: B 85 1934 235
 BG0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0385+STABILITY: SURFACE MOTION
 BG0385
 BG0385  HISTORY     - Date     Condition        Report By
 BG0385  HISTORY     - 1934     MONUMENTED       CGS
 BG0385  HISTORY     - 1955     GOOD             NGS
 BG0385  HISTORY     - 1973     MARK NOT FOUND   USGS
 BG0385
 BG0385                          STATION DESCRIPTION
 BG0385
 BG0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG0385'14.4 MI N FROM BAKER.
 BG0385'14.45 MILES NORTH ALONG STATE HIGHWAY 189 FROM THE JUNCTION OF
 BG0385'STATE HIGHWAY 4 AT BAKER, 24.95 MILES SOUTHWEST OF ANDALUSIA,
 BG0385'COVINGTON COUNTY, ALABAMA, 0.15 MILE SOUTH OF THE ALABAMA-FLORIDA
 BG0385'STATE LINE, AT BREAK IN GRADE DECENDING NORTH, 41 FEET WEST OF
 BG0385'THE CENTER LINE OF THE HIGHWAY, WEST-SOUTHWEST AND ACROSS THE
 BG0385'HIGHWAY FROM A SMALL HOUSE WITH ASBESTOS SIDING, 86 FEET
 BG0385'WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH END OF AN
 BG0385'18-INCH PIPE CULVERT UNDER THE SOUTH DRIVE OF TWO DRIVES TO THE
 BG0385'HOUSE, 175 FEET SOUTH-SOUTHEAST OF POWER POLE NO. REA L-269
 BG0385'WITH BRANCH LINE TO HOUSE AND 3 GUY WIRES, 17 1/2 FEET EAST OF
 BG0385'A FENCE LINE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 BG0385'THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 BG0385
 BG0385                          STATION RECOVERY (1973)
 BG0385
 BG0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BG0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1266 ***********************************************************************
 BE1266  DESIGNATION -  B 86
 BE1266  PID         -  BE1266
 BE1266  STATE/COUNTY-  FL/LEON
 BE1266  USGS QUAD   -  LAKE TALQUIN (1972)
 BE1266
 BE1266                         *CURRENT SURVEY CONTROL
 BE1266  ___________________________________________________________________
 BE1266* NAD 83(1986)-  30 24 09.     (N)    084 34 27.     (W)     SCALED    
 BE1266* NAVD 88     -        35.678  (meters)     117.05   (feet)  ADJUSTED  
 BE1266  ___________________________________________________________________
 BE1266  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE1266  DYNAMIC HT  -          35.631 (meters)     116.90  (feet)  COMP
 BE1266  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BE1266
 BE1266  VERT ORDER  -  SECOND    CLASS 0
 BE1266
 BE1266.The horizontal coordinates were scaled from a topographic map and have
 BE1266.an estimated accuracy of +/- 6 seconds.
 BE1266
 BE1266.The orthometric height was determined by differential leveling
 BE1266.and adjusted by the National Geodetic Survey in June 1991..
 BE1266
 BE1266.The geoid height was determined by GEOID03.
 BE1266
 BE1266.The dynamic height is computed by dividing the NAVD 88
 BE1266.geopotential number by the normal gravity value computed on the
 BE1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1266.degrees latitude (g = 980.6199 gals.).
 BE1266
 BE1266.The modeled gravity was interpolated from observed gravity values.
 BE1266
 BE1266;                    North         East    Units  Estimated Accuracy
 BE1266;SPC FL N     -   155,470.      592,870.      MT  (+/- 180 meters Scaled)
 BE1266
 BE1266                          SUPERSEDED SURVEY CONTROL
 BE1266
 BE1266  NGVD 29 (??/??/92)   35.859  (m)          117.65   (f) ADJ UNCH    2 0
 BE1266
 BE1266.Superseded values are not recommended for survey control.
 BE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1266.See file dsdata.txt to determine how the superseded data were derived.
 BE1266
 BE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU330658(NAD 83)
 BE1266_MARKER: DB = BENCH MARK DISK
 BE1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1266_STAMPING: B 86 1935
 BE1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1266+STABILITY: SURFACE MOTION
 BE1266
 BE1266  HISTORY     - Date     Condition        Report By
 BE1266  HISTORY     - 1935     MONUMENTED       CGS
 BE1266  HISTORY     - 1954     GOOD             NGS
 BE1266  HISTORY     - 1970     MARK NOT FOUND   USGS
 BE1266  HISTORY     - 1987     POOR             USPSQD
 BE1266
 BE1266                          STATION DESCRIPTION
 BE1266
 BE1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BE1266'3.8 MI E FROM BLOXHAM.
 BE1266'3.75 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 BE1266'SECONDARY ROAD NO. 375 AT BLOXHAM, AT THE WEST END OF A CURVE
 BE1266'WITH TANGENTS EXTENDING WEST AND EAST-NORTHEAST, AT A POINT
 BE1266'WHERE POWER TRANSMISSION LINE LEAVES THE HIGHWAY TO THE EAST
 BE1266'AND PARALLELS THE SOUTH SIDE OF HIGHWAY TO THE WEST, 50 FEET
 BE1266'SOUTH OF CENTER LINE OF HIGHWAY, 100 1/2 FEET WEST OF POWER
 BE1266'TRANSMISSION POLE NO. 63, 222 FEET WEST OF WEST END OF THE SOUTH
 BE1266'HEAD WALL OF A 30-INCH METAL PIPE CULVERT UNDER HIGHWAY, ABOUT
 BE1266'2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BE1266'POST PROJECTING 5 INCHES.
 BE1266
 BE1266                          STATION RECOVERY (1970)
 BE1266
 BE1266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BE1266'MARK NOT FOUND.
 BE1266
 BE1266                          STATION RECOVERY (1987)
 BE1266
 BE1266'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE1266'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0860 ***********************************************************************
 BE0860  DESIGNATION -  B 89
 BE0860  PID         -  BE0860
 BE0860  STATE/COUNTY-  FL/BAY
 BE0860  USGS QUAD   -  FOUNTAIN (1982)
 BE0860
 BE0860                         *CURRENT SURVEY CONTROL
 BE0860  ___________________________________________________________________
 BE0860* NAD 83(1986)-  30 29 58.     (N)    085 24 41.     (W)     SCALED    
 BE0860* NAVD 88     -        56.264  (meters)     184.59   (feet)  ADJUSTED  
 BE0860  ___________________________________________________________________
 BE0860  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BE0860  DYNAMIC HT  -          56.191 (meters)     184.35  (feet)  COMP
 BE0860  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BE0860
 BE0860  VERT ORDER  -  SECOND    CLASS 0
 BE0860
 BE0860.The horizontal coordinates were scaled from a topographic map and have
 BE0860.an estimated accuracy of +/- 6 seconds.
 BE0860
 BE0860.The orthometric height was determined by differential leveling
 BE0860.and adjusted by the National Geodetic Survey in June 1991..
 BE0860
 BE0860.The geoid height was determined by GEOID03.
 BE0860
 BE0860.The dynamic height is computed by dividing the NAVD 88
 BE0860.geopotential number by the normal gravity value computed on the
 BE0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0860.degrees latitude (g = 980.6199 gals.).
 BE0860
 BE0860.The modeled gravity was interpolated from observed gravity values.
 BE0860
 BE0860;                    North         East    Units  Estimated Accuracy
 BE0860;SPC FL N     -   166,560.      512,510.      MT  (+/- 180 meters Scaled)
 BE0860
 BE0860                          SUPERSEDED SURVEY CONTROL
 BE0860
 BE0860  NGVD 29 (??/??/92)   56.390  (m)          185.01   (f) ADJ UNCH    2 0
 BE0860
 BE0860.Superseded values are not recommended for survey control.
 BE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0860.See file dsdata.txt to determine how the superseded data were derived.
 BE0860
 BE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU524752(NAD 83)
 BE0860_MARKER: DB = BENCH MARK DISK
 BE0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0860_STAMPING: B 89 1935
 BE0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0860+STABILITY: SURFACE MOTION
 BE0860
 BE0860  HISTORY     - Date     Condition        Report By
 BE0860  HISTORY     - 1935     MONUMENTED       CGS
 BE0860  HISTORY     - 1955     GOOD             NGS
 BE0860  HISTORY     - 1964     GOOD             NGS
 BE0860  HISTORY     - 1977     MARK NOT FOUND   USGS
 BE0860
 BE0860                          STATION DESCRIPTION
 BE0860
 BE0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0860'1.7 MI N FROM FOUNTAIN.
 BE0860'ABOUT 1.7 MILES NORTH ALONG THE ATLANTA AND SAINT ANDREWS BAY
 BE0860'RAILWAY FROM THE STATION AT FOUNTAIN, ABOUT 6.6 MILES SOUTH OF
 BE0860'THE FLAG STATION AT COMPASS LAKE, ABOUT 0.4 MILE NORTH OF
 BE0860'MILE POST P 30 - D 52, 24 FEET WEST OF WEST RAIL, 13 FEET
 BE0860'NORTH OF A TELEPHONE POLE, 195 FEET SOUTH OF THE PROLONGED
 BE0860'CENTER LINE OF A ROAD LEADING WEST TO U.S. HIGHWAY 231, ABOUT
 BE0860'2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BE0860'POST PROJECTING 12 INCHES.
 BE0860
 BE0860                          STATION RECOVERY (1964)
 BE0860
 BE0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE0860'RECOVERED IN GOOD CONDITION.
 BE0860
 BE0860                          STATION RECOVERY (1977)
 BE0860
 BE0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BE0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG0308 ***********************************************************************
 AG0308  DESIGNATION -  B 9
 AG0308  PID         -  AG0308
 AG0308  STATE/COUNTY-  FL/PINELLAS
 AG0308  USGS QUAD   -  CLEARWATER (1987)
 AG0308
 AG0308                         *CURRENT SURVEY CONTROL
 AG0308  ___________________________________________________________________
 AG0308* NAD 83(1986)-  27 56 19.     (N)    082 46 17.     (W)     SCALED    
 AG0308* NAVD 88     -        14.524  (meters)      47.65   (feet)  ADJUSTED  
 AG0308  ___________________________________________________________________
 AG0308  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AG0308  DYNAMIC HT  -          14.503 (meters)      47.58  (feet)  COMP
 AG0308  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AG0308
 AG0308  VERT ORDER  -  SECOND    CLASS II
 AG0308
 AG0308.The horizontal coordinates were scaled from a topographic map and have
 AG0308.an estimated accuracy of +/- 6 seconds.
 AG0308
 AG0308.The orthometric height was determined by differential leveling
 AG0308.and adjusted by the National Geodetic Survey in June 1991..
 AG0308
 AG0308.The geoid height was determined by GEOID03.
 AG0308
 AG0308.The dynamic height is computed by dividing the NAVD 88
 AG0308.geopotential number by the normal gravity value computed on the
 AG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0308.degrees latitude (g = 980.6199 gals.).
 AG0308
 AG0308.The modeled gravity was interpolated from observed gravity values.
 AG0308
 AG0308;                    North         East    Units  Estimated Accuracy
 AG0308;SPC FL W     -   399,650.      124,090.      MT  (+/- 180 meters Scaled)
 AG0308
 AG0308                          SUPERSEDED SURVEY CONTROL
 AG0308
 AG0308  NGVD 29 (??/??/92)   14.787  (m)           48.51   (f) ADJ UNCH    2 2
 AG0308
 AG0308.Superseded values are not recommended for survey control.
 AG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0308.See file dsdata.txt to determine how the superseded data were derived.
 AG0308
 AG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL257916(NAD 83)
 AG0308_MARKER: DB = BENCH MARK DISK
 AG0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG0308_STAMPING: B-9
 AG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0308+STABILITY: SURFACE MOTION
 AG0308
 AG0308  HISTORY     - Date     Condition        Report By
 AG0308  HISTORY     - UNK      MONUMENTED       FL0570
 AG0308  HISTORY     - 1976     GOOD             NGS
 AG0308  HISTORY     - 1983     GOOD             USPSQD
 AG0308  HISTORY     - 1984     GOOD             USPSQD
 AG0308
 AG0308                          STATION DESCRIPTION
 AG0308
 AG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0308'IN CLEARWATER.
 AG0308'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 686 (EAST BAY
 AG0308'DRIVE) AND S.R. 595 (MISSOURI AVE.).  RUN EASTERLY ON S.R. 686 FOR
 AG0308'0.80 MILE TO HIGHLAND AVE. (C.R. 111) TURN LEFT AND RUN NORTHERLY ON
 AG0308'HIGHLAND AVE. FOR 1.55 MILES TO THE INTERSECTION OF BELLEAIR RD. (C.R.
 AG0308'116).  TURN RIGHT AND RUN EASTERLY ON BELLEAIR RD. FOR 0.25 MILES TO
 AG0308'THE INTERSECTION OF LAKE AVE. STATION ON LEFT, IN THE N.E. CORNER,
 AG0308'41.2 FT. NORTH OF THE CENTERLINE OF BELLEAIR RD., 31.4 FT. EAST OF THE
 AG0308'CENTERLINE OF LAKE AVE., 93.3 FT. S.E. OF THE S.E. CORNER OF CONCRETE
 AG0308'BLOCK HOUSE (1582 BELLEAIR RD.), 19.6 FT. EAST OF THE BACK OF CURB,
 AG0308'7.0 FT. S.E. OF POWER POLE (NUMBER6A-24920R), 0.5 FT. NORTH OF THE
 AG0308'SOUTH EDGE OF CONCRETE SIDEWALK.  SET IN THE TOP OF THE CONCRETE
 AG0308'SIDEWALK.  SECTION 23, T 29, R 15.
 AG0308
 AG0308                          STATION RECOVERY (1983)
 AG0308
 AG0308'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0308'RECOVERED IN GOOD CONDITION.
 AG0308
 AG0308                          STATION RECOVERY (1984)
 AG0308
 AG0308'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1703 ***********************************************************************
 BG1703  DESIGNATION -  B 9
 BG1703  PID         -  BG1703
 BG1703  STATE/COUNTY-  FL/ESCAMBIA
 BG1703  USGS QUAD   -  PENSACOLA (1994)
 BG1703
 BG1703                         *CURRENT SURVEY CONTROL
 BG1703  ___________________________________________________________________
 BG1703* NAD 83(1986)-  30 29 17.     (N)    087 14 47.     (W)     SCALED    
 BG1703* NAVD 88     -        35.877  (meters)     117.71   (feet)  ADJUSTED  
 BG1703  ___________________________________________________________________
 BG1703  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BG1703  DYNAMIC HT  -          35.831 (meters)     117.56  (feet)  COMP
 BG1703  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 BG1703
 BG1703  VERT ORDER  -  FIRST     CLASS II
 BG1703
 BG1703.The horizontal coordinates were scaled from a topographic map and have
 BG1703.an estimated accuracy of +/- 6 seconds.
 BG1703
 BG1703.The orthometric height was determined by differential leveling
 BG1703.and adjusted by the National Geodetic Survey in June 1991..
 BG1703
 BG1703.The geoid height was determined by GEOID03.
 BG1703
 BG1703.The dynamic height is computed by dividing the NAVD 88
 BG1703.geopotential number by the normal gravity value computed on the
 BG1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1703.degrees latitude (g = 980.6199 gals.).
 BG1703
 BG1703.The modeled gravity was interpolated from observed gravity values.
 BG1703
 BG1703;                    North         East    Units  Estimated Accuracy
 BG1703;SPC FL N     -   168,120.      336,350.      MT  (+/- 180 meters Scaled)
 BG1703
 BG1703                          SUPERSEDED SURVEY CONTROL
 BG1703
 BG1703  NGVD 29 (??/??/92)   35.933  (m)          117.89   (f) ADJ UNCH    1 2
 BG1703
 BG1703.Superseded values are not recommended for survey control.
 BG1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1703.See file dsdata.txt to determine how the superseded data were derived.
 BG1703
 BG1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU763728(NAD 83)
 BG1703_MARKER: DB = BENCH MARK DISK
 BG1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1703_STAMPING: 117.877 B 9 1918
 BG1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1703+STABILITY: SURFACE MOTION
 BG1703
 BG1703  HISTORY     - Date     Condition        Report By
 BG1703  HISTORY     - 1918     MONUMENTED       CGS
 BG1703  HISTORY     - 1955     GOOD             NGS
 BG1703
 BG1703                          STATION DESCRIPTION
 BG1703
 BG1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1703'5.4 MI N FROM PENSACOLA.
 BG1703'5.45 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG1703'FROM THE STATION AT PENSACOLA, ABOUT 0.25 MILE SOUTH OF CROSSING
 BG1703'OF OAKFIELD ROAD, AT THE CROSSING OF A NARROW ROAD LEADING TO A
 BG1703'2-STORY FRAME HOUSE WHICH IS ON EAST SIDE OF TRACK, 45 1/2 FEET
 BG1703'WEST OF WEST RAIL, 796 FEET SOUTH OF MILE POST 645, 49 FEET WEST
 BG1703'OF CENTER OF CROSSING OF PRIVATE ROAD, 15 FEET NORTH OF CENTER LINE
 BG1703'OF ROAD, 30 1/2 FEET WEST OF THE NORTH END OF A 24-INCH TILE PIPE
 BG1703'CULVERT UNDER DIM ROAD, 12 1/2 FEET SOUTH OF A FENCE CORNER,
 BG1703'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BG1703'POST PROJECTING 5 INCHES.  NOTE-- THE CONCRETE POST IS CHIPPED,
 BG1703'HOWEVER, IT DOES NOT APPEAR THAT THE MARK HAS BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1998 ***********************************************************************
 BG1998  DESIGNATION -  B 9 USE
 BG1998  PID         -  BG1998
 BG1998  STATE/COUNTY-  FL/OKALOOSA
 BG1998  USGS QUAD   -  MARY ESTHER (1994)
 BG1998
 BG1998                         *CURRENT SURVEY CONTROL
 BG1998  ___________________________________________________________________
 BG1998* NAD 83(1986)-  30 25 04.     (N)    086 41 54.     (W)     SCALED    
 BG1998* NAVD 88     -        10.846  (meters)      35.58   (feet)  ADJUSTED  
 BG1998  ___________________________________________________________________
 BG1998  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG1998  DYNAMIC HT  -          10.832 (meters)      35.54  (feet)  COMP
 BG1998  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BG1998
 BG1998  VERT ORDER  -  FIRST     CLASS II
 BG1998
 BG1998.The horizontal coordinates were scaled from a topographic map and have
 BG1998.an estimated accuracy of +/- 6 seconds.
 BG1998
 BG1998.The orthometric height was determined by differential leveling
 BG1998.and adjusted by the National Geodetic Survey in June 1991..
 BG1998
 BG1998.The geoid height was determined by GEOID03.
 BG1998
 BG1998.The dynamic height is computed by dividing the NAVD 88
 BG1998.geopotential number by the normal gravity value computed on the
 BG1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1998.degrees latitude (g = 980.6199 gals.).
 BG1998
 BG1998.The modeled gravity was interpolated from observed gravity values.
 BG1998
 BG1998;                    North         East    Units  Estimated Accuracy
 BG1998;SPC FL N     -   159,190.      388,810.      MT  (+/- 180 meters Scaled)
 BG1998
 BG1998                          SUPERSEDED SURVEY CONTROL
 BG1998
 BG1998  NGVD 29 (??/??/92)   10.976  (m)           36.01   (f) ADJ UNCH    1 2
 BG1998
 BG1998.Superseded values are not recommended for survey control.
 BG1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1998.See file dsdata.txt to determine how the superseded data were derived.
 BG1998
 BG1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU289651(NAD 83)
 BG1998_MARKER: DD = SURVEY DISK
 BG1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG1998_STAMPING: B 9 1954
 BG1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1998+STABILITY: SURFACE MOTION
 BG1998
 BG1998  HISTORY     - Date     Condition        Report By
 BG1998  HISTORY     - 1954     MONUMENTED       DOD
 BG1998  HISTORY     - 1957     GOOD             NGS
 BG1998
 BG1998                          STATION DESCRIPTION
 BG1998
 BG1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BG1998'6.2 MI W FROM FORT WALTON BEACH.
 BG1998'5.6 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE MASONIC TEMPLE AND
 BG1998'POST OFFICE AT FORT WALTON BEACH, THENCE ABOUT 0.5 MILE
 BG1998'NORTH-NORTHWEST ALONG MAIN ENTRANCE ROAD TO HURLBURT FIELD,
 BG1998'THENCE 0.15 MILE EAST ALONG A BLACK TOP STREET, IN SECTION 13,
 BG1998'R 25 W, T 2 S, 164 FEET SOUTH-SOUTHEAST OF TRIANGULATION
 BG1998'STATION TANK 9 EAST BASE, 61 FEET WEST OF CENTER LINE OF A
 BG1998'NORTH-SOUTH BLACK TOP STREET, 22 FEET WEST OF NORTH END OF AN
 BG1998'18-INCH METAL PIPE CULVERT UNDER A DRIVE WEST, 13 FEET
 BG1998'NORTH OF CENTER LINE OF DRIVE LEADING WEST TO THE REAR OF BUILDING
 BG1998'NO. 9013, 3 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT
 BG1998'1 FOOT ABOVE LEVEL OF NORTH-SOUTH STREET AND IS A DISK SET IN THE
 BG1998'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BD0091 ***********************************************************************
 BD0091  DESIGNATION -  B 91
 BD0091  PID         -  BD0091
 BD0091  STATE/COUNTY-  FL/HAMILTON
 BD0091  USGS QUAD   -  JASPER (1993)
 BD0091
 BD0091                         *CURRENT SURVEY CONTROL
 BD0091  ___________________________________________________________________
 BD0091* NAD 83(1986)-  30 33 06.     (N)    082 56 33.     (W)     SCALED    
 BD0091* NAVD 88     -        43.578  (meters)     142.97   (feet)  ADJUSTED  
 BD0091  ___________________________________________________________________
 BD0091  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD0091  DYNAMIC HT  -          43.522 (meters)     142.79  (feet)  COMP
 BD0091  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BD0091
 BD0091  VERT ORDER  -  SECOND    CLASS 0
 BD0091
 BD0091.The horizontal coordinates were scaled from a topographic map and have
 BD0091.an estimated accuracy of +/- 6 seconds.
 BD0091
 BD0091.The orthometric height was determined by differential leveling
 BD0091.and adjusted by the National Geodetic Survey in June 1991..
 BD0091
 BD0091.The geoid height was determined by GEOID03.
 BD0091
 BD0091.The dynamic height is computed by dividing the NAVD 88
 BD0091.geopotential number by the normal gravity value computed on the
 BD0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0091.degrees latitude (g = 980.6199 gals.).
 BD0091
 BD0091.The modeled gravity was interpolated from observed gravity values.
 BD0091
 BD0091;                    North         East    Units  Estimated Accuracy
 BD0091;SPC FL N     -   173,020.      749,430.      MT  (+/- 180 meters Scaled)
 BD0091
 BD0091                          SUPERSEDED SURVEY CONTROL
 BD0091
 BD0091  NGVD 29 (??/??/92)   43.784  (m)          143.65   (f) ADJ UNCH    2 0
 BD0091
 BD0091.Superseded values are not recommended for survey control.
 BD0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0091.See file dsdata.txt to determine how the superseded data were derived.
 BD0091
 BD0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP136815(NAD 83)
 BD0091_MARKER: DB = BENCH MARK DISK
 BD0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0091_STAMPING: B 91 1934
 BD0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0091+STABILITY: SURFACE MOTION
 BD0091
 BD0091  HISTORY     - Date     Condition        Report By
 BD0091  HISTORY     - 1934     MONUMENTED       CGS
 BD0091  HISTORY     - 1954     GOOD             NGS
 BD0091
 BD0091                          STATION DESCRIPTION
 BD0091
 BD0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0091'2.1 MI N FROM JASPER.
 BD0091'ABOUT 2.1 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD
 BD0091'FROM THE STATION AT JASPER, 1754 FEET SOUTH OF MILE POST R 652,
 BD0091'643 FEET NORTH OF A SWITCH STAND AT THE NORTH END OF A SIDING,
 BD0091'48 1/2 FEET SOUTH OF THE EIGHTH POLE SOUTH OF MILE POST R 652,
 BD0091'24 YARDS SOUTH OF THE SOUTH EDGE OF A SWAMP, 26 1/2 FEET EAST
 BD0091'OF THE EAST RAIL, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND
 BD0091'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5216 ***********************************************************************
 AG5216  DESIGNATION -  B 92
 AG5216  PID         -  AG5216
 AG5216  STATE/COUNTY-  FL/MANATEE
 AG5216  USGS QUAD   -  ANNA MARIA (1981)
 AG5216
 AG5216                         *CURRENT SURVEY CONTROL
 AG5216  ___________________________________________________________________
 AG5216* NAD 83(1986)-  27 30 21.     (N)    082 42 44.     (W)     SCALED    
 AG5216* NAVD 88     -         0.755  (meters)       2.48   (feet)  ADJUSTED  
 AG5216  ___________________________________________________________________
 AG5216  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AG5216  DYNAMIC HT  -           0.754 (meters)       2.47  (feet)  COMP
 AG5216  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AG5216
 AG5216  VERT ORDER  -  SECOND    CLASS 0
 AG5216
 AG5216.The horizontal coordinates were scaled from a topographic map and have
 AG5216.an estimated accuracy of +/- 6 seconds.
 AG5216
 AG5216.The orthometric height was determined by differential leveling
 AG5216.and adjusted by the National Geodetic Survey in June 1991..
 AG5216
 AG5216.The geoid height was determined by GEOID03.
 AG5216
 AG5216.The dynamic height is computed by dividing the NAVD 88
 AG5216.geopotential number by the normal gravity value computed on the
 AG5216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5216.degrees latitude (g = 980.6199 gals.).
 AG5216
 AG5216.The modeled gravity was interpolated from observed gravity values.
 AG5216
 AG5216;                    North         East    Units  Estimated Accuracy
 AG5216;SPC FL W     -   351,650.      129,630.      MT  (+/- 180 meters Scaled)
 AG5216
 AG5216                          SUPERSEDED SURVEY CONTROL
 AG5216
 AG5216  NGVD 29 (??/??/92)    1.06   (m)            3.5    (f) COMPUTED    2 0
 AG5216
 AG5216.Superseded values are not recommended for survey control.
 AG5216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5216.See file dsdata.txt to determine how the superseded data were derived.
 AG5216
 AG5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL308436(NAD 83)
 AG5216_MARKER: DB = BENCH MARK DISK
 AG5216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG5216_STAMPING: B 92 1942
 AG5216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5216+STABILITY: SURFACE MOTION
 AG5216
 AG5216  HISTORY     - Date     Condition        Report By
 AG5216  HISTORY     - 1942     MONUMENTED       CGS
 AG5216  HISTORY     - 1953     GOOD             NGS
 AG5216  HISTORY     - 1966     MARK NOT FOUND   NGS
 AG5216  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5216
 AG5216                          STATION DESCRIPTION
 AG5216
 AG5216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AG5216'2.6 MI SE FROM ANNA MARIA.
 AG5216'ABOUT 2.6 MILES SE ALONG STATE HIGHWAY 684 FROM THE POST OFFICE
 AG5216'AT ANNA MARIA, AT THE OUTSIDE OF A 90 DEGREE CURVE FROM W TO S,
 AG5216'63 FEET NE OF THE CENTERLINE OF THE HIGHWAY, 12 FEET E OF
 AG5216'CENTERLINE OF UNPAVED STREET LEADING NORTH, 18 FEET N OF CENTERLINE
 AG5216'OF GRAVEL STREET LEADING EAST AND 3.5 FEET NW OF A 4 X 4 INCH
 AG5216'CONCRETE WITNESS POST WHICH PROJECTS 3 FEET.
 AG5216
 AG5216                          STATION RECOVERY (1966)
 AG5216
 AG5216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AG5216'MARK NOT FOUND.
 AG5216
 AG5216                          STATION RECOVERY (1989)
 AG5216
 AG5216'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1929 ***********************************************************************
 AG1929  DESIGNATION -  B 93
 AG1929  PID         -  AG1929
 AG1929  STATE/COUNTY-  FL/SARASOTA
 AG1929  USGS QUAD   -  BEE RIDGE (1987)
 AG1929
 AG1929                         *CURRENT SURVEY CONTROL
 AG1929  ___________________________________________________________________
 AG1929* NAD 83(1986)-  27 20 15.     (N)    082 29 34.     (W)     SCALED    
 AG1929* NAVD 88     -         5.821  (meters)      19.10   (feet)  ADJUSTED  
 AG1929  ___________________________________________________________________
 AG1929  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AG1929  DYNAMIC HT  -           5.812 (meters)      19.07  (feet)  COMP
 AG1929  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AG1929
 AG1929  VERT ORDER  -  SECOND    CLASS 0
 AG1929
 AG1929.The horizontal coordinates were scaled from a topographic map and have
 AG1929.an estimated accuracy of +/- 6 seconds.
 AG1929
 AG1929.The orthometric height was determined by differential leveling
 AG1929.and adjusted by the National Geodetic Survey in June 1991..
 AG1929
 AG1929.The geoid height was determined by GEOID03.
 AG1929
 AG1929.The dynamic height is computed by dividing the NAVD 88
 AG1929.geopotential number by the normal gravity value computed on the
 AG1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1929.degrees latitude (g = 980.6199 gals.).
 AG1929
 AG1929.The modeled gravity was interpolated from observed gravity values.
 AG1929
 AG1929;                    North         East    Units  Estimated Accuracy
 AG1929;SPC FL W     -   332,900.      151,240.      MT  (+/- 180 meters Scaled)
 AG1929
 AG1929                          SUPERSEDED SURVEY CONTROL
 AG1929
 AG1929  NGVD 29 (??/??/92)    6.15   (m)           20.2    (f) COMPUTED    2 0
 AG1929
 AG1929.Superseded values are not recommended for survey control.
 AG1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1929.See file dsdata.txt to determine how the superseded data were derived.
 AG1929
 AG1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523247(NAD 83)
 AG1929_MARKER: DB = BENCH MARK DISK
 AG1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1929_STAMPING: B-93 1942
 AG1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1929+STABILITY: SURFACE MOTION
 AG1929
 AG1929  HISTORY     - Date     Condition        Report By
 AG1929  HISTORY     - 1942     MONUMENTED       CGS
 AG1929  HISTORY     - 1966     POOR             NGS
 AG1929  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG1929
 AG1929                          STATION DESCRIPTION
 AG1929
 AG1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AG1929'2.9 MI E FROM SARASOTA.
 AG1929'2.9 MILES EAST ALONG STATE HIGHWAY NO. 18 FROM THE POST OFFICE
 AG1929'AT SARASOTA, SET IN THE SOUTHEAST QUARTER OF THE CROSSING OF
 AG1929'THE HIGHWAY AND THE TRACKS, 40 FEET EAST OF THE EAST RAIL OF THE
 AG1929'TRACKS, 31 FEET NORTH OF THE NORTHWEST CORNER OF THE MUCKLAND
 AG1929'CELERY CO. PACKING SHED, 22 FEET SOUTH OF THE CENTER-LINE OF
 AG1929'THE HIGHWAY, 1.7 FEET NORTH OF REFERENCE POST.  BENCH MARK DISK
 AG1929'SET IN TOP OF CONCRETE POST AND PROJECTING ABOUT 0.4 FOOT ABOVE
 AG1929'GROUND.
 AG1929
 AG1929                          STATION RECOVERY (1966)
 AG1929
 AG1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AG1929'MARK RECOVERED IN POOR CONDITION.
 AG1929
 AG1929                          STATION RECOVERY (2002)
 AG1929
 AG1929'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG1929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1810 ***********************************************************************
 AG1810  DESIGNATION -  B 95
 AG1810  PID         -  AG1810
 AG1810  STATE/COUNTY-  FL/SARASOTA
 AG1810  USGS QUAD   -  MURDOCK NE (1987)
 AG1810
 AG1810                         *CURRENT SURVEY CONTROL
 AG1810  ___________________________________________________________________
 AG1810* NAD 83(1986)-  27 11 35.     (N)    082 06 54.     (W)     SCALED    
 AG1810* NAVD 88     -        12.367  (meters)      40.57   (feet)  ADJUSTED  
 AG1810  ___________________________________________________________________
 AG1810  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AG1810  DYNAMIC HT  -          12.348 (meters)      40.51  (feet)  COMP
 AG1810  MODELED GRAV-     979,122.4   (mgal)                       NAVD 88
 AG1810
 AG1810  VERT ORDER  -  SECOND    CLASS 0
 AG1810
 AG1810.The horizontal coordinates were scaled from a topographic map and have
 AG1810.an estimated accuracy of +/- 6 seconds.
 AG1810
 AG1810.The orthometric height was determined by differential leveling
 AG1810.and adjusted by the National Geodetic Survey in June 1991..
 AG1810
 AG1810.The geoid height was determined by GEOID03.
 AG1810
 AG1810.The dynamic height is computed by dividing the NAVD 88
 AG1810.geopotential number by the normal gravity value computed on the
 AG1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1810.degrees latitude (g = 980.6199 gals.).
 AG1810
 AG1810.The modeled gravity was interpolated from observed gravity values.
 AG1810
 AG1810;                    North         East    Units  Estimated Accuracy
 AG1810;SPC FL W     -   316,800.      188,610.      MT  (+/- 180 meters Scaled)
 AG1810
 AG1810                          SUPERSEDED SURVEY CONTROL
 AG1810
 AG1810  NGVD 29 (??/??/92)   12.692  (m)           41.64   (f) ADJ UNCH    2 0
 AG1810
 AG1810.Superseded values are not recommended for survey control.
 AG1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1810.See file dsdata.txt to determine how the superseded data were derived.
 AG1810
 AG1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL895083(NAD 83)
 AG1810_MARKER: DB = BENCH MARK DISK
 AG1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG1810_STAMPING: B 95 1942
 AG1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1810+STABILITY: SURFACE MOTION
 AG1810
 AG1810  HISTORY     - Date     Condition        Report By
 AG1810  HISTORY     - 1942     MONUMENTED       CGS
 AG1810  HISTORY     - 1960     GOOD             NGS
 AG1810  HISTORY     - 1977     GOOD             LOCSUR
 AG1810
 AG1810                          STATION DESCRIPTION
 AG1810
 AG1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AG1810'15.6 MI W FROM ARCADIA.
 AG1810'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 70 FROM THE SEABOARD
 AG1810'AIR LINE RAILROAD STATION AT ARCADIA, THENCE 14.7 MILES WEST ALONG
 AG1810'STATE HIGHWAY 72, AT A JUNCTION WITH A PRIVATE ROAD LEADING
 AG1810'SOUTH ALONG THE TOP OF AN OLD RAILROAD GRADE, 44 FT. SOUTH
 AG1810'OF THE CENTER LINE OF THE HIGHWAY, 52 FT. WEST OF THE CENTER
 AG1810'LINE OF THE PRIVATE ROAD, 44 FT. WEST OF THE WEST END OF AN
 AG1810'ALUMINUM GATE, 2 FT. NORTH OF A FENCE, 1.1 FT. WEST OF A STEEL
 AG1810'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AG1810'0.1 FT. ABOVE THE GROUND.
 AG1810
 AG1810                          STATION RECOVERY (1977)
 AG1810
 AG1810'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1810'B.M. IS 41 FT. S OF S.R. 72 AND 55 FT. WEST OF DIRET ROAD LEADING
 AG1810'SOUTH. 12.62 MILES EAST OF MYAKKA STATE PARK ON S.R. 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2966 ***********************************************************************
 AD2966  DESIGNATION -  B 96
 AD2966  PID         -  AD2966
 AD2966  STATE/COUNTY-  FL/PALM BEACH
 AD2966  USGS QUAD   -  JUPITER (1983)
 AD2966
 AD2966                         *CURRENT SURVEY CONTROL
 AD2966  ___________________________________________________________________
 AD2966* NAD 83(1986)-  26 56 01.     (N)    080 06 34.     (W)     SCALED    
 AD2966* NAVD 88     -         2.449  (meters)       8.03   (feet)  ADJUSTED  
 AD2966  ___________________________________________________________________
 AD2966  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AD2966  DYNAMIC HT  -           2.446 (meters)       8.02  (feet)  COMP
 AD2966  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AD2966
 AD2966  VERT ORDER  -  SECOND    CLASS 0
 AD2966
 AD2966.The horizontal coordinates were scaled from a topographic map and have
 AD2966.an estimated accuracy of +/- 6 seconds.
 AD2966
 AD2966.The orthometric height was determined by differential leveling
 AD2966.and adjusted by the National Geodetic Survey in June 1991..
 AD2966
 AD2966.The geoid height was determined by GEOID03.
 AD2966
 AD2966.The dynamic height is computed by dividing the NAVD 88
 AD2966.geopotential number by the normal gravity value computed on the
 AD2966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2966.degrees latitude (g = 980.6199 gals.).
 AD2966
 AD2966.The modeled gravity was interpolated from observed gravity values.
 AD2966
 AD2966;                    North         East    Units  Estimated Accuracy
 AD2966;SPC FL E     -   288,360.      288,440.      MT  (+/- 180 meters Scaled)
 AD2966
 AD2966                          SUPERSEDED SURVEY CONTROL
 AD2966
 AD2966  NGVD 29 (09/01/92)    2.910  (m)            9.55   (f) ADJUSTED    2 0
 AD2966
 AD2966.Superseded values are not recommended for survey control.
 AD2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2966.See file dsdata.txt to determine how the superseded data were derived.
 AD2966
 AD2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK884793(NAD 83)
 AD2966_MARKER: DB = BENCH MARK DISK
 AD2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2966_STAMPING: B 96 1942
 AD2966_MARK LOGO: CGS   
 AD2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2966+STABILITY: SURFACE MOTION
 AD2966
 AD2966  HISTORY     - Date     Condition        Report By
 AD2966  HISTORY     - 1942     MONUMENTED       CGS
 AD2966  HISTORY     - 1980     POOR             FLDNR
 AD2966  HISTORY     - 1981     POOR             FLDNR
 AD2966  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2966  HISTORY     - 19950404 MARK NOT FOUND   USPSQD
 AD2966  HISTORY     - 20020208 MARK NOT FOUND   USPSQD
 AD2966  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD2966  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 AD2966
 AD2966                          STATION DESCRIPTION
 AD2966
 AD2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AD2966'0.6 MI S FROM JUPITER.
 AD2966'0.6 MILE SOUTH ALONG THE OLD DIXIE HIGHWAY FROM THE POST OFFICE
 AD2966'AT JUPITER, PALM BEACH COUNTY, THENCE 1.0 MILE WEST ALONG STATE
 AD2966'HIGHWAY 710, AT THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH,
 AD2966'15 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE 23 D 11, 52
 AD2966'FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY HOUSE, 36
 AD2966'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE
 AD2966'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO THE HOUSE, AND 1.4
 AD2966'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AD2966'STAMPED B 96 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AD2966
 AD2966                          STATION RECOVERY (1980)
 AD2966
 AD2966'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2966'THE MARK AND CONCRETE POST ARE LEANING BUT STABLE.
 AD2966
 AD2966                          STATION RECOVERY (1981)
 AD2966
 AD2966'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2966'RECOVERED IN POOR CONDITION.  THE MARK HAS BEEN DISTURBED AND IS
 AD2966'LEANING.
 AD2966
 AD2966                          STATION RECOVERY (1987)
 AD2966
 AD2966'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2966'MARK NOT FOUND.
 AD2966
 AD2966                          STATION RECOVERY (1995)
 AD2966
 AD2966'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2966'MARK NOT FOUND.
 AD2966
 AD2966                          STATION RECOVERY (2002)
 AD2966
 AD2966'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2966'HIGHWAY 706 HAS BEEN WIDENED TO 6 LANES PLUS MEDIAN DIVIDER.
 AD2966
 AD2966                          STATION RECOVERY (2003)
 AD2966
 AD2966'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2966'MARK NOT FOUND.
 AD2966
 AD2966                          STATION RECOVERY (2004)
 AD2966
 AD2966'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2784 ***********************************************************************
 AD2784  DESIGNATION -  B 97
 AD2784  PID         -  AD2784
 AD2784  STATE/COUNTY-  FL/PALM BEACH
 AD2784  USGS QUAD   -  PALM BEACH FARMS (1983)
 AD2784
 AD2784                         *CURRENT SURVEY CONTROL
 AD2784  ___________________________________________________________________
 AD2784* NAD 83(1986)-  26 39 51.     (N)    080 12 07.     (W)     SCALED    
 AD2784* NAVD 88     -         5.229  (meters)      17.16   (feet)  ADJUSTED  
 AD2784  ___________________________________________________________________
 AD2784  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AD2784  DYNAMIC HT  -           5.221 (meters)      17.13  (feet)  COMP
 AD2784  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 AD2784
 AD2784  VERT ORDER  -  SECOND    CLASS 0
 AD2784
 AD2784.The horizontal coordinates were scaled from a topographic map and have
 AD2784.an estimated accuracy of +/- 6 seconds.
 AD2784
 AD2784.The orthometric height was determined by differential leveling
 AD2784.and adjusted by the National Geodetic Survey in June 1991..
 AD2784
 AD2784.The geoid height was determined by GEOID03.
 AD2784
 AD2784.The dynamic height is computed by dividing the NAVD 88
 AD2784.geopotential number by the normal gravity value computed on the
 AD2784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2784.degrees latitude (g = 980.6199 gals.).
 AD2784
 AD2784.The modeled gravity was interpolated from observed gravity values.
 AD2784
 AD2784;                    North         East    Units  Estimated Accuracy
 AD2784;SPC FL E     -   258,440.      279,440.      MT  (+/- 180 meters Scaled)
 AD2784
 AD2784                          SUPERSEDED SURVEY CONTROL
 AD2784
 AD2784  NGVD 29 (??/??/92)    5.653  (m)           18.55   (f) ADJ UNCH    2 0
 AD2784
 AD2784.Superseded values are not recommended for survey control.
 AD2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2784.See file dsdata.txt to determine how the superseded data were derived.
 AD2784
 AD2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK794494(NAD 83)
 AD2784_MARKER: DB = BENCH MARK DISK
 AD2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD2784_STAMPING: B 97 1942
 AD2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2784+STABILITY: SURFACE MOTION
 AD2784
 AD2784  HISTORY     - Date     Condition        Report By
 AD2784  HISTORY     - 1942     MONUMENTED       CGS
 AD2784  HISTORY     - 1961     GOOD             NGS
 AD2784  HISTORY     - 1963     GOOD             NGS
 AD2784  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD2784  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 AD2784  HISTORY     - 20010103 MARK NOT FOUND   USPSQD
 AD2784  HISTORY     - 20020123 MARK NOT FOUND   USPSQD
 AD2784  HISTORY     - 20030305 MARK NOT FOUND   USPSQD
 AD2784  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 AD2784  HISTORY     - 20050422 MARK NOT FOUND   USPSQD
 AD2784
 AD2784                          STATION DESCRIPTION
 AD2784
 AD2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AD2784'5.7 MI E FROM LOXAHATCHEE.
 AD2784'4.6 MILES EAST ALONG U.S. HIGHWAYS 98 AND 441 FROM THE POST
 AD2784'OFFICE AT LOXAHATCHEE, THENCE 1.1 MILES SOUTH ALONG U.S.
 AD2784'HIGHWAY 441, AT A JUNCTION WITH A PRIVATE DIRT ROAD LEADING EAST
 AD2784'OVER A CANAL, 104 FT. EAST OF THE CENTER LINE OF THE HIGHWAY,
 AD2784'9 FT. SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, SET IN THE
 AD2784'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
 AD2784
 AD2784                          STATION RECOVERY (1963)
 AD2784
 AD2784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AD2784'RECOVERED IN GOOD CONDITION.
 AD2784
 AD2784                          STATION RECOVERY (1988)
 AD2784
 AD2784'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD2784'MARK NOT FOUND.
 AD2784
 AD2784                          STATION RECOVERY (1995)
 AD2784
 AD2784'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2784'MARK NOT FOUND.
 AD2784
 AD2784                          STATION RECOVERY (2001)
 AD2784
 AD2784'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2784'ROAD WIDEND AND TURN LANE ADDED.  GPS SHOWS LOCATION IN MIDDLE OF
 AD2784'ROAD.
 AD2784
 AD2784                          STATION RECOVERY (2002)
 AD2784
 AD2784'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2784'MARK NOT FOUND.
 AD2784
 AD2784                          STATION RECOVERY (2003)
 AD2784
 AD2784'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2784'MARK NOT FOUND.
 AD2784
 AD2784                          STATION RECOVERY (2004)
 AD2784
 AD2784'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2784'MARK NOT FOUND.
 AD2784
 AD2784                          STATION RECOVERY (2005)
 AD2784
 AD2784'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD2727 ***********************************************************************
 AD2727  DESIGNATION -  B 98
 AD2727  PID         -  AD2727
 AD2727  STATE/COUNTY-  FL/PALM BEACH
 AD2727  USGS QUAD   -  LAKE WORTH (1983)
 AD2727
 AD2727                         *CURRENT SURVEY CONTROL
 AD2727  ___________________________________________________________________
 AD2727* NAD 83(1986)-  26 31 01.     (N)    080 03 42.     (W)     SCALED    
 AD2727* NAVD 88     -         4.160  (meters)      13.65   (feet)  ADJUSTED  
 AD2727  ___________________________________________________________________
 AD2727  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AD2727  DYNAMIC HT  -           4.154 (meters)      13.63  (feet)  COMP
 AD2727  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AD2727
 AD2727  VERT ORDER  -  FIRST     CLASS II
 AD2727
 AD2727.The horizontal coordinates were scaled from a topographic map and have
 AD2727.an estimated accuracy of +/- 6 seconds.
 AD2727
 AD2727.The orthometric height was determined by differential leveling
 AD2727.and adjusted by the National Geodetic Survey in May 1994..
 AD2727.WARNING-Repeat measurements at this control monument indicate possible
 AD2727.vertical movement.
 AD2727
 AD2727.The geoid height was determined by GEOID03.
 AD2727
 AD2727.The dynamic height is computed by dividing the NAVD 88
 AD2727.geopotential number by the normal gravity value computed on the
 AD2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2727.degrees latitude (g = 980.6199 gals.).
 AD2727
 AD2727.The modeled gravity was interpolated from observed gravity values.
 AD2727
 AD2727;                    North         East    Units  Estimated Accuracy
 AD2727;SPC FL E     -   242,230.      293,530.      MT  (+/- 180 meters Scaled)
 AD2727
 AD2727                          SUPERSEDED SURVEY CONTROL
 AD2727
 AD2727  NAVD 88 (06/15/91)    4.176  (m)           13.70   (f) UNKNOWN     1 2
 AD2727  NGVD 29 (09/01/92)    4.633  (m)           15.20   (f) ADJUSTED    1 2
 AD2727
 AD2727.Superseded values are not recommended for survey control.
 AD2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2727.See file dsdata.txt to determine how the superseded data were derived.
 AD2727
 AD2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK934332(NAD 83)
 AD2727_MARKER: DB = BENCH MARK DISK
 AD2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD2727_SP_SET: CONCRETE POST
 AD2727_STAMPING: B 98 1942
 AD2727_MARK LOGO: CGS   
 AD2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2727+STABILITY: SURFACE MOTION
 AD2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2727+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AD2727
 AD2727  HISTORY     - Date     Condition        Report By
 AD2727  HISTORY     - 1942     MONUMENTED       CGS
 AD2727  HISTORY     - 1965     GOOD             NGS
 AD2727  HISTORY     - 1973     GOOD             NGS
 AD2727  HISTORY     - 1984     GOOD             USPSQD
 AD2727  HISTORY     - 1988     GOOD             USPSQD
 AD2727  HISTORY     - 1989     GOOD             USPSQD
 AD2727  HISTORY     - 19910110 GOOD             NGS
 AD2727  HISTORY     - 20000912 GOOD             USPSQD
 AD2727  HISTORY     - 20020204 GOOD             USPSQD
 AD2727  HISTORY     - 20041208 GOOD             USPSQD
 AD2727
 AD2727                          STATION DESCRIPTION
 AD2727
 AD2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AD2727'0.8 MI S FROM BOYNTON BEACH.
 AD2727'ABOUT 0.8 MILE SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AD2727'CROSSING OF N.E. 2ND AVENUE AT BOYNTON BEACH, 118.0 NORTH-NORTHWEST
 AD2727'OF MILEPOST 313, IN SECTION 28, R 43 E, T 45 S, AT THE CROSSING
 AD2727'OF N.E. 12TH AVENUE, 41.0 FEET SOUTHWEST OF THE CENTER OF THE
 AD2727'CROSSING, 22.1 FEET WEST OF THE WEST RAIL OF THE SOUTHBOUND MAIN
 AD2727'TRACK, 23.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.5
 AD2727'FEET NORTH OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE
 AD2727'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 AD2727'PROJECTING 0.6 FOOT.  NOTE-- THE LOCATION SHOULD READ S.E. 12TH
 AD2727'AVENUE AND PROJECTS 1.3 FEET.
 AD2727
 AD2727                          STATION RECOVERY (1973)
 AD2727
 AD2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2727'RECOVERED IN GOOD CONDITION.
 AD2727
 AD2727                          STATION RECOVERY (1984)
 AD2727
 AD2727'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2727'RECOVERED IN GOOD CONDITION.
 AD2727
 AD2727                          STATION RECOVERY (1988)
 AD2727
 AD2727'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD2727'RECOVERED IN GOOD CONDITION.
 AD2727
 AD2727                          STATION RECOVERY (1989)
 AD2727
 AD2727'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2727'RECOVERED IN GOOD CONDITION.
 AD2727
 AD2727                          STATION RECOVERY (1991)
 AD2727
 AD2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2727'IN BOYNTON BEACH, AT THE INTERSECTION OF THE FLORIDA EAST COAST
 AD2727'RAILROAD AND SOUTHEAST 12TH AVENUE, 10.6 M (34.8 FT) WEST OF AND
 AD2727'LEVEL WITH THE NEAR RAIL, 6.6 M (21.7 FT) SOUTH OF THE AVENUE
 AD2727'CENTERLINE, 1.2 M (3.9 FT) WEST OF A RAILROAD SIGNAL, 0.3 M (1.0 FT)
 AD2727'EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 AD2727'ABOVE THE GROUND SURFACE.
 AD2727
 AD2727                          STATION RECOVERY (2000)
 AD2727
 AD2727'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2727'RECOVERED IN GOOD CONDITION.
 AD2727
 AD2727                          STATION RECOVERY (2002)
 AD2727
 AD2727'RECOVERY NOTE BY US POWER SQUADRON 2002 (BJS)
 AD2727'RECOVERED IN GOOD CONDITION.
 AD2727
 AD2727                          STATION RECOVERY (2004)
 AD2727
 AD2727'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8931 ***********************************************************************
 DG8931  DESIGNATION -  B AND H INC
 DG8931  PID         -  DG8931
 DG8931  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8931  USGS QUAD   -  WESLEY CHAPEL (1987)
 DG8931
 DG8931                         *CURRENT SURVEY CONTROL
 DG8931  ___________________________________________________________________
 DG8931* NAD 83(1999)-  28 08 28.16367(N)    082 19 34.01127(W)     ADJUSTED  
 DG8931* NAVD 88     -        15.8    (meters)      52.     (feet)  GPS OBS   
 DG8931  ___________________________________________________________________
 DG8931  X           -     751,578.957 (meters)                     COMP
 DG8931  Y           -  -5,577,943.758 (meters)                     COMP
 DG8931  Z           -   2,990,303.621 (meters)                     COMP
 DG8931  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DG8931  ELLIP HEIGHT-          -9.74  (meters)          (12/06/04) GPS OBS
 DG8931  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DG8931
 DG8931  HORZ ORDER  -  FIRST
 DG8931  ELLP ORDER  -  FOURTH    CLASS I
 DG8931
 DG8931.The horizontal coordinates were established by GPS observations
 DG8931.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8931
 DG8931.The orthometric height was determined by GPS observations and a
 DG8931.high-resolution geoid model.
 DG8931
 DG8931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8931
 DG8931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8931
 DG8931.The ellipsoidal height was determined by GPS observations
 DG8931.and is referenced to NAD 83.
 DG8931
 DG8931.The geoid height was determined by GEOID03.
 DG8931
 DG8931;                    North         East     Units Scale Factor Converg.
 DG8931;SPC FL W     -   421,894.118   167,966.479   MT  0.99995384   -0 09 13.7
 DG8931;SPC FL W     - 1,384,164.29    551,070.02   sFT  0.99995384   -0 09 13.7
 DG8931;UTM  17      - 3,113,550.025   369,776.903   MT  0.99980930   -0 37 32.0
 DG8931
 DG8931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8931!SPC FL W     -   1.00000153  x   0.99995384  =   0.99995537
 DG8931!UTM  17      -   1.00000153  x   0.99980930  =   0.99981083
 DG8931
 DG8931                          SUPERSEDED SURVEY CONTROL
 DG8931
 DG8931.No superseded survey control is available for this station.
 DG8931
 DG8931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6977713550(NAD 83)
 DG8931_MARKER: DD = SURVEY DISK
 DG8931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8931_STAMPING: B AND H INC 2000
 DG8931_MARK LOGO: FL-057
 DG8931_PROJECTION: RECESSED 10 CENTIMETERS
 DG8931_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8931+STABILITY: SURFACE MOTION
 DG8931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8931+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2001
 DG8931
 DG8931  HISTORY     - Date     Condition        Report By
 DG8931  HISTORY     - 20010222 MONUMENTED       FL-057
 DG8931
 DG8931                          STATION DESCRIPTION
 DG8931
 DG8931'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 DG8931'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA,  ABOUT 15.25
 DG8931'MILES NORTH- NORTHEAST OF THE CITY OF TAMPA, 8.5 MILES  NORTH
 DG8931'-NORTHEAST OF THE CITY OF TEMPLE TERRACE. IN SECTION 17  TOWNSHIP 27
 DG8931'SOUTH, RANGE 20 EAST. OWNERSHIP--HILLSBOROUGH COUNTY
 DG8931'TO REACH THE STATION FROM THE INTERSECTION OF BRUCE B. DOWNS  BLVD.,
 DG8931'PROCEED EAST ON CROSS CREEK BLVD. FOR 1.7 MILES TO THE  PARKING LOT
 DG8931'FOR LOUIS BENITO MIDDLE SCHOOL, TURN RIGHT (SOUTH)  AND GO 359 FT TO
 DG8931'THE STATION ON THE RIGHT (WEST) SIDE OF A 6 FT  CONCRETE SIDEWALK.
 DG8931'STATION IS A 24 INCH ROUND CONCRETE MONUMENT. RECESSED 4 INCHES  BELOW
 DG8931'THE GROUND.
 DG8931' 
 DG8931'9.8 FT NORTH OF A METAL WITNESS POST AND HILLSBOROUGH COUNTY  SIGN.
 DG8931'10.2 FT NORTH OF A 6 FT CHAIN LINK FENCE. 9.9 FT EAST OF A 6 FT CHAIN
 DG8931'LINK FENCE. 43.9 FT WEST-SOUTHWEST OF A CONCRETE LIGHT POLE (NO
 DG8931'NUMBERS.) 19.7 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A 6 FT CONCRETE
 DG8931'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK1350 ***********************************************************************
 AK1350  DESIGNATION -  B COMPLEX 22
 AK1350  PID         -  AK1350
 AK1350  STATE/COUNTY-  FL/BREVARD
 AK1350  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK1350
 AK1350                         *CURRENT SURVEY CONTROL
 AK1350  ___________________________________________________________________
 AK1350* NAD 83(1986)-  28 27 40.     (N)    080 32 22.     (W)     SCALED    
 AK1350* NAVD 88     -         2.205  (meters)       7.23   (feet)  ADJUSTED  
 AK1350  ___________________________________________________________________
 AK1350  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AK1350  DYNAMIC HT  -           2.202 (meters)       7.22  (feet)  COMP
 AK1350  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 AK1350
 AK1350  VERT ORDER  -  FIRST     CLASS II
 AK1350
 AK1350.The horizontal coordinates were scaled from a topographic map and have
 AK1350.an estimated accuracy of +/- 6 seconds.
 AK1350
 AK1350.The orthometric height was determined by differential leveling
 AK1350.and adjusted by the National Geodetic Survey in June 1991..
 AK1350
 AK1350.The geoid height was determined by GEOID03.
 AK1350
 AK1350.The dynamic height is computed by dividing the NAVD 88
 AK1350.geopotential number by the normal gravity value computed on the
 AK1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1350.degrees latitude (g = 980.6199 gals.).
 AK1350
 AK1350.The modeled gravity was interpolated from observed gravity values.
 AK1350
 AK1350;                    North         East    Units  Estimated Accuracy
 AK1350;SPC FL E     -   457,390.      245,100.      MT  (+/- 180 meters Scaled)
 AK1350
 AK1350                          SUPERSEDED SURVEY CONTROL
 AK1350
 AK1350  NGVD 29 (09/01/92)    2.580  (m)            8.46   (f) ADJUSTED    1 2
 AK1350
 AK1350.Superseded values are not recommended for survey control.
 AK1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1350.See file dsdata.txt to determine how the superseded data were derived.
 AK1350
 AK1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM450483(NAD 83)
 AK1350_MARKER: DB = BENCH MARK DISK
 AK1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1350_SP_SET: CONCRETE PAD
 AK1350_STAMPING: B 1959
 AK1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1350
 AK1350  HISTORY     - Date     Condition        Report By
 AK1350  HISTORY     - 1959     MONUMENTED       CGS
 AK1350  HISTORY     - 1961     GOOD             NGS
 AK1350
 AK1350                          STATION DESCRIPTION
 AK1350
 AK1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK1350'AT CAPE CANAVERAL.
 AK1350'LOCATED AT COMPLEX 22.  66 FEET EAST OF THE WEST EDGE OF A
 AK1350'CONCRETE LAUNCH PAD NO 22 AND 9 FEET SOUTH OF THE NORTH EDGE OF
 AK1350'THE PAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AK1350'PAD AND IS FLUSH WITH THE SURFACE.
 AK1350
 AK1350                          STATION RECOVERY (1961)
 AK1350
 AK1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AK1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0362 ***********************************************************************
 AS0362  DESIGNATION -  B FLDNR
 AS0362  PID         -  AS0362
 AS0362  STATE/COUNTY-  FL/FRANKLIN
 AS0362  USGS QUAD   -  ST TERESA (1992)
 AS0362
 AS0362                         *CURRENT SURVEY CONTROL
 AS0362  ___________________________________________________________________
 AS0362* NAD 83(1986)-  29 55 32.     (N)    084 28 35.     (W)     SCALED    
 AS0362* NAVD 88     -         4.562  (meters)      14.97   (feet)  ADJUSTED  
 AS0362  ___________________________________________________________________
 AS0362  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AS0362  DYNAMIC HT  -           4.556 (meters)      14.95  (feet)  COMP
 AS0362  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 AS0362
 AS0362  VERT ORDER  -  SECOND    CLASS I
 AS0362
 AS0362.The horizontal coordinates were scaled from a topographic map and have
 AS0362.an estimated accuracy of +/- 6 seconds.
 AS0362
 AS0362.The orthometric height was determined by differential leveling
 AS0362.and adjusted by the National Geodetic Survey in June 1991..
 AS0362
 AS0362.The geoid height was determined by GEOID03.
 AS0362
 AS0362.The dynamic height is computed by dividing the NAVD 88
 AS0362.geopotential number by the normal gravity value computed on the
 AS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0362.degrees latitude (g = 980.6199 gals.).
 AS0362
 AS0362.The modeled gravity was interpolated from observed gravity values.
 AS0362
 AS0362;                    North         East    Units  Estimated Accuracy
 AS0362;SPC FL N     -   102,600.      602,280.      MT  (+/- 180 meters Scaled)
 AS0362
 AS0362                          SUPERSEDED SURVEY CONTROL
 AS0362
 AS0362.No superseded survey control is available for this station.
 AS0362
 AS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU436132(NAD 83)
 AS0362_MARKER: Z = SEE DESCRIPTION
 AS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0362_SP_SET: CONCRETE POST
 AS0362_STAMPING: DNR-B
 AS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0362+STABILITY: SURFACE MOTION
 AS0362
 AS0362  HISTORY     - Date     Condition        Report By
 AS0362  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0362  HISTORY     - 19980204 GOOD             USPSQD
 AS0362
 AS0362                          STATION DESCRIPTION
 AS0362
 AS0362'DESCRIBED BY FL DEPT OF NAT RES 1977
 AS0362'7.8 MI EAST FROM LANARK VILLAGE.
 AS0362'BEGINNING AT THE INTERSECTION OF AZELIA COURT ROAD AND US 98/US 319,
 AS0362'WHICH IS THE ENTRANCE TO LANARK VILLAGE, GO EASTERLY ALONG US 98 7.8
 AS0362'MILES. MARK BEARS 49 FEET SOUTH OF US 98 CENTERLINE, 35 FEET EAST OF A
 AS0362'SOUTH BEARING DIRT ROAD CENTERLINE. MARK IS A 2.25 INCH BRASS FLORIDA
 AS0362'LAKE BENCH MARK DISK.
 AS0362
 AS0362                          STATION RECOVERY (1998)
 AS0362
 AS0362'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1736 ***********************************************************************
 AG1736  DESIGNATION -  B L CO
 AG1736  PID         -  AG1736
 AG1736  STATE/COUNTY-  FL/LEE
 AG1736  USGS QUAD   -  SANIBEL (1987)
 AG1736
 AG1736                         *CURRENT SURVEY CONTROL
 AG1736  ___________________________________________________________________
 AG1736* NAD 83(1986)-  26 28 54.     (N)    082 01 07.     (W)     SCALED    
 AG1736* NAVD 88     -         4.156  (meters)      13.64   (feet)  ADJUSTED  
 AG1736  ___________________________________________________________________
 AG1736  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AG1736  DYNAMIC HT  -           4.149 (meters)      13.61  (feet)  COMP
 AG1736  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 AG1736
 AG1736  VERT ORDER  -  FIRST     CLASS I
 AG1736
 AG1736.The horizontal coordinates were scaled from a topographic map and have
 AG1736.an estimated accuracy of +/- 6 seconds.
 AG1736
 AG1736.The orthometric height was determined by differential leveling
 AG1736.and adjusted by the National Geodetic Survey in June 1991..
 AG1736
 AG1736.The geoid height was determined by GEOID03.
 AG1736
 AG1736.The dynamic height is computed by dividing the NAVD 88
 AG1736.geopotential number by the normal gravity value computed on the
 AG1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1736.degrees latitude (g = 980.6199 gals.).
 AG1736
 AG1736.The modeled gravity was interpolated from observed gravity values.
 AG1736
 AG1736;                    North         East    Units  Estimated Accuracy
 AG1736;SPC FL W     -   237,980.      198,140.      MT  (+/- 180 meters Scaled)
 AG1736
 AG1736                          SUPERSEDED SURVEY CONTROL
 AG1736
 AG1736  NGVD 29 (??/??/92)    4.51   (m)           14.8    (f) COMPUTED    1 1
 AG1736
 AG1736.Superseded values are not recommended for survey control.
 AG1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1736.See file dsdata.txt to determine how the superseded data were derived.
 AG1736
 AG1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK984294(NAD 83)
 AG1736_MARKER: DD = SURVEY DISK
 AG1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG1736_SP_SET: BRIDGE ABUTMENT
 AG1736_STAMPING: B
 AG1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1736
 AG1736  HISTORY     - Date     Condition        Report By
 AG1736  HISTORY     - UNK      MONUMENTED       FL-071
 AG1736  HISTORY     - 1965     GOOD             NGS
 AG1736  HISTORY     - 1974     GOOD             NGS
 AG1736  HISTORY     - 1989     GOOD             USPSQD
 AG1736  HISTORY     - 1990     GOOD             USPSQD
 AG1736  HISTORY     - 20020108 GOOD             USPSQD
 AG1736
 AG1736                          STATION DESCRIPTION
 AG1736
 AG1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AG1736'15.4 MI SW FROM FORT MYERS.
 AG1736'ABOUT 14.8 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1736'FROM THE COURTHOUSE AT FORT MYERS, THENCE ABOUT 0.6 MILE SOUTHWEST
 AG1736'ALONG A BLACK TOP ROAD WHICH FOLLOWS ALONG THE SANIBEL CAUSEWAY,
 AG1736'0.6 MILE SOUTHWEST OF THE TOLL BOOTH AT THE NORTHEAST END OF
 AG1736'THE CAUSEWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AG1736'CONCRETE ABUTMENT OF THE NORTHEAST ONE OF THREE BRIDGES IN THE
 AG1736'CAUSEWAY, 19.4 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 AG1736'AND ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AG1736
 AG1736                          STATION RECOVERY (1974)
 AG1736
 AG1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1736'RECOVERED IN GOOD CONDITION.
 AG1736
 AG1736                          STATION RECOVERY (1989)
 AG1736
 AG1736'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1736'RECOVERED IN GOOD CONDITION.
 AG1736
 AG1736                          STATION RECOVERY (1990)
 AG1736
 AG1736'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1736'RECOVERED IN GOOD CONDITION.
 AG1736
 AG1736                          STATION RECOVERY (2002)
 AG1736
 AG1736'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 AG1736'FROM INTERSECTION OF PERIWINKLE WAY AND CAUSEWAY BLVD, PROCEED NORTH
 AG1736'2.8 MILES.  REST OF DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG5459 ***********************************************************************
 AG5459  DESIGNATION -  B M CO FLHD
 AG5459  PID         -  AG5459
 AG5459  STATE/COUNTY-  FL/MANATEE
 AG5459  USGS QUAD   -  COCKROACH BAY (1981)
 AG5459
 AG5459                         *CURRENT SURVEY CONTROL
 AG5459  ___________________________________________________________________
 AG5459* NAD 83(1986)-  27 38 15.     (N)    082 32 11.     (W)     SCALED    
 AG5459* NAVD 88     -         3.192  (meters)      10.47   (feet)  ADJUSTED  
 AG5459  ___________________________________________________________________
 AG5459  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AG5459  DYNAMIC HT  -           3.187 (meters)      10.46  (feet)  COMP
 AG5459  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 AG5459
 AG5459  VERT ORDER  -  FIRST     CLASS I
 AG5459
 AG5459.The horizontal coordinates were scaled from a topographic map and have
 AG5459.an estimated accuracy of +/- 6 seconds.
 AG5459
 AG5459.The orthometric height was determined by differential leveling
 AG5459.and adjusted by the National Geodetic Survey in June 1991..
 AG5459
 AG5459.The geoid height was determined by GEOID03.
 AG5459
 AG5459.The dynamic height is computed by dividing the NAVD 88
 AG5459.geopotential number by the normal gravity value computed on the
 AG5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5459.degrees latitude (g = 980.6199 gals.).
 AG5459
 AG5459.The modeled gravity was interpolated from observed gravity values.
 AG5459
 AG5459;                    North         East    Units  Estimated Accuracy
 AG5459;SPC FL W     -   366,160.      147,070.      MT  (+/- 180 meters Scaled)
 AG5459
 AG5459                          SUPERSEDED SURVEY CONTROL
 AG5459
 AG5459  NGVD 29 (??/??/92)    3.480  (m)           11.42   (f) ADJ UNCH    1 1
 AG5459
 AG5459.Superseded values are not recommended for survey control.
 AG5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5459.See file dsdata.txt to determine how the superseded data were derived.
 AG5459
 AG5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL484579(NAD 83)
 AG5459_MARKER: DD = SURVEY DISK
 AG5459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5459_SP_SET: CULVERT
 AG5459_STAMPING: B
 AG5459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5459
 AG5459  HISTORY     - Date     Condition        Report By
 AG5459  HISTORY     - UNK      MONUMENTED       FLHD
 AG5459  HISTORY     - 1966     GOOD             NGS
 AG5459
 AG5459                          STATION DESCRIPTION
 AG5459
 AG5459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG5459'9 MI SW FROM RUSKIN.
 AG5459'ABOUT 8.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE POST
 AG5459'OFFICE AT RUSKIN, IN SECTION 6, R 18 E, T 33 S, 0.9 MILE
 AG5459'SOUTHWEST OF THE HILLSBOROUGH-MANATEE COUNTY LINE, AT A PLACE
 AG5459'LOCALLY KNOWN AS PINEY POINT, 20.5 FEET NORTHWEST OF THE CENTER
 AG5459'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND IN THE
 AG5459'TOP 21.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 AG5459'CONCRETE HEAD WALL OF A LARGE DOUBLE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1117 ***********************************************************************
 AG1117  DESIGNATION -  B S M
 AG1117  PID         -  AG1117
 AG1117  STATE/COUNTY-  FL/LEE
 AG1117  USGS QUAD   -  PUNTA GORDA SE (1987)
 AG1117
 AG1117                         *CURRENT SURVEY CONTROL
 AG1117  ___________________________________________________________________
 AG1117* NAD 83(1990)-  26 45 44.83934(N)    082 04 02.13841(W)     ADJUSTED  
 AG1117* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AG1117  ___________________________________________________________________
 AG1117  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AG1117  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AG1117
 AG1117  HORZ ORDER  -  THIRD
 AG1117
 AG1117.The horizontal coordinates were established by classical geodetic methods
 AG1117.and adjusted by the National Geodetic Survey in May 1991..
 AG1117
 AG1117.The orthometric height was scaled from a topographic map.
 AG1117
 AG1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1117
 AG1117.The geoid height was determined by GEOID03.
 AG1117
 AG1117;                    North         East     Units Scale Factor Converg.
 AG1117;SPC FL W     -   269,087.030   193,310.472   MT  0.99994173   -0 01 49.0
 AG1117;SPC FL W     -   882,829.70    634,219.44   sFT  0.99994173   -0 01 49.0
 AG1117;UTM  17      - 2,960,570.491   393,886.272   MT  0.99973901   -0 28 50.2
 AG1117
 AG1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1117!SPC FL W     -   1.00000302  x   0.99994173  =   0.99994475
 AG1117!UTM  17      -   1.00000302  x   0.99973901  =   0.99974203
 AG1117
 AG1117:                Primary Azimuth Mark                     Grid Az
 AG1117:SPC FL W     -  LEO                                      086 38 52.9
 AG1117:UTM  17      -  LEO                                      087 05 54.1
 AG1117
 AG1117|---------------------------------------------------------------------|
 AG1117| PID    Reference Object                     Distance      Geod. Az  |
 AG1117|                                                           dddmmss.s |
 AG1117| AG1113 LEO                                 APPROX. 0.5 KM 0863703.9 |
 AG1117| AG1164 PINE ISLAND CABLE TV MAST           APPROX.17.9 KM 1973757.3 |
 AG1117| AG1118 BURNT STORE MARINA LT 2             363.889 METERS 25442     |
 AG1117| AG1210 BOCA GRANDE GASPARILLA INN TK       APPROX.19.3 KM 2670408.4 |
 AG1117|---------------------------------------------------------------------|
 AG1117
 AG1117                          SUPERSEDED SURVEY CONTROL
 AG1117
 AG1117  NAD 83(1986)-  26 45 44.83951(N)    082 04 02.15287(W) AD(       ) 3
 AG1117  NAD 27      -  26 45 43.59659(N)    082 04 02.82972(W) AD(       ) 3
 AG1117
 AG1117.Superseded values are not recommended for survey control.
 AG1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1117.See file dsdata.txt to determine how the superseded data were derived.
 AG1117
 AG1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9388660570(NAD 83)
 AG1117_MARKER: DD = SURVEY DISK
 AG1117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AG1117_SP_SET: METAL PIPE AND CONCRETE SURROUND
 AG1117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1117
 AG1117  HISTORY     - Date     Condition        Report By
 AG1117  HISTORY     - 1981     MONUMENTED       NOS
 AG1117  HISTORY     - 1982     GOOD             NOS
 AG1117
 AG1117                          STATION DESCRIPTION
 AG1117
 AG1117'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AG1117'THE STATION IS LOCATED ON THE NORTHERN OF TWO ISLANDS ON EITHER
 AG1117'SIDE OF THE CHANNEL FOR BURNT STORE MARINA.
 AG1117'
 AG1117'TO REACH THE STATION FROM THE BOAT BASIN AT BURNT STORE MARINA,
 AG1117'GO BY BOAT WEST TO THE ENTRANCE AND CHANNEL.  TURN RIGHT TO
 AG1117'THE STATION IN THE CENTER OF THE ISLAND.
 AG1117'
 AG1117'THE STATION IS A STANDARD NOS DISK
 AG1117'STAMPED---B S M 81---,
 AG1117'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 AG1117'FLUSH WITH GROUND.  IT IS LOCATED
 AG1117'21.336 METERS (70.00 FT) WEST FROM A NAIL AND WASHER IN AN
 AG1117'AUSTRALIAN PINE TREE (ONLY PINE ON THE ISLAND AND ALSO THE
 AG1117'LARGEST TREE), ABOUT 15 METERS (50 FT) NORTH FROM THE HIGH
 AG1117'WATER LINE, AND
 AG1117'1.805 METERS (5.92 FT) SOUTH FROM A STANDARD NOS WITNESS POST SIGN.
 AG1117'
 AG1117'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.53 METERS.
 AG1117
 AG1117                          STATION RECOVERY (1982)
 AG1117
 AG1117'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AG1117'THE STATION WAS RECOVERED AS DESCRIBED.
 AG1117'
 AG1117'RECOVERED BY B. LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1224 ***********************************************************************
 AA1224  DESIGNATION -  B1 BATTERY 231 232 1943
 AA1224  PID         -  AA1224
 AA1224  STATE/COUNTY-  FL/MONROE
 AA1224  USGS QUAD   -  KEY WEST (1971)
 AA1224
 AA1224                         *CURRENT SURVEY CONTROL
 AA1224  ___________________________________________________________________
 AA1224* NAD 83(1990)-  24 32 57.08131(N)    081 48 19.78474(W)     ADJUSTED  
 AA1224* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AA1224  ___________________________________________________________________
 AA1224  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA1224  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA1224
 AA1224  HORZ ORDER  -  THIRD
 AA1224
 AA1224.The horizontal coordinates were established by classical geodetic methods
 AA1224.and adjusted by the National Geodetic Survey in May 1991..
 AA1224
 AA1224.The orthometric height was scaled from a topographic map.
 AA1224
 AA1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1224
 AA1224.The geoid height was determined by GEOID03.
 AA1224
 AA1224;                    North         East     Units Scale Factor Converg.
 AA1224;SPC FL E     -    24,146.136   118,393.974   MT  1.00002340   -0 20 04.9
 AA1224;SPC FL E     -    79,219.45    388,430.90   sFT  1.00002340   -0 20 04.9
 AA1224;UTM  17      - 2,715,269.879   418,421.818   MT  0.99968219   -0 20 04.9
 AA1224
 AA1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1224!SPC FL E     -   1.00000332  x   1.00002340  =   1.00002672
 AA1224!UTM  17      -   1.00000332  x   0.99968219  =   0.99968551
 AA1224
 AA1224:                Primary Azimuth Mark                     Grid Az
 AA1224:SPC FL E     -  KEY WEST COURTHOUSE TANK                 014 56 37.1
 AA1224:UTM  17      -  KEY WEST COURTHOUSE TANK                 014 56 37.1
 AA1224
 AA1224|---------------------------------------------------------------------|
 AA1224| PID    Reference Object                     Distance      Geod. Az  |
 AA1224|                                                           dddmmss.s |
 AA1224| AA1218 KEY WEST COURTHOUSE TANK            APPROX. 0.6 KM 0143632.2 |
 AA1224| AA1216 KEY WEST NAVAL BASE EAST TANK       403.001 METERS 0254141.3 |
 AA1224| AA0028 BAYOU                               APPROX. 4.3 KM 0600554.4 |
 AA1224| AA1205 KEY WEST LH                         494.344 METERS 0711435.5 |
 AA1224| AA1230 KEY WEST NAVAL BASE WEST TANK       396.853 METERS 34213     |
 AA1224|---------------------------------------------------------------------|
 AA1224
 AA1224                          SUPERSEDED SURVEY CONTROL
 AA1224
 AA1224  NAD 83(1986)-  24 32 57.08790(N)    081 48 19.77493(W) AD(       ) 3
 AA1224  NAD 27      -  24 32 55.56027(N)    081 48 20.44306(W) AD(       ) 3
 AA1224
 AA1224.Superseded values are not recommended for survey control.
 AA1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1224.See file dsdata.txt to determine how the superseded data were derived.
 AA1224
 AA1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1842215270(NAD 83)
 AA1224_MARKER: DS = TRIANGULATION STATION DISK
 AA1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AA1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1224+STABILITY: SURFACE MOTION
 AA1224
 AA1224  HISTORY     - Date     Condition        Report By
 AA1224  HISTORY     - 1943     MONUMENTED       CGS
 AA1224
 AA1224                          STATION DESCRIPTION
 AA1224
 AA1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 AA1224'THE STATION IS DIRECTLY BENEATH THE AZIMUTH INSTRUMENT IN THE
 AA1224'SE QUARTER OF THE TOP FLOOR OF THE U.S. ARMY STEEL OBSERVATION
 AA1224'TOWER WHICH IS THE MOST N OF THE THREE TALLER SIMILAR TOWERS
 AA1224'INSIDE FORT TAYLOR.  THE TOWER IS DESIGNATED BY THE ARMY THE
 AA1224'SAME AS THE STATION IS NAMED.  THE STATION MARK IS ABOUT 2
 AA1224'FT. SE OF THE APPARENT CENTER OF THE TOWER, PROJECTS ABOUT 2
 AA1224'IN., AND IS STAMPED B 1 BATTERY 231-232.
 AA1224'
 AA1224'NO REFERENCE MARKS WERE ESTABLISHED.
 AA1224'
 AA1224'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1227 ***********************************************************************
 AA1227  DESIGNATION -  B1 BTRY 5
 AA1227  PID         -  AA1227
 AA1227  STATE/COUNTY-  FL/MONROE
 AA1227  USGS QUAD   -  KEY WEST (1971)
 AA1227
 AA1227                         *CURRENT SURVEY CONTROL
 AA1227  ___________________________________________________________________
 AA1227* NAD 83(1990)-  24 32 55.79014(N)    081 48 21.71271(W)     ADJUSTED  
 AA1227* NAVD 88     -                                                        
 AA1227  ___________________________________________________________________
 AA1227  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA1227  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA1227
 AA1227  HORZ ORDER  -  THIRD
 AA1227
 AA1227.The horizontal coordinates were established by classical geodetic methods
 AA1227.and adjusted by the National Geodetic Survey in May 1991..
 AA1227
 AA1227
 AA1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1227
 AA1227.The geoid height was determined by GEOID03.
 AA1227
 AA1227;                    North         East     Units Scale Factor Converg.
 AA1227;SPC FL E     -    24,106.725   118,339.482   MT  1.00002351   -0 20 05.6
 AA1227;SPC FL E     -    79,090.15    388,252.12   sFT  1.00002351   -0 20 05.6
 AA1227;UTM  17      - 2,715,230.482   418,367.345   MT  0.99968230   -0 20 05.6
 AA1227
 AA1227                          SUPERSEDED SURVEY CONTROL
 AA1227
 AA1227  NAD 83(1986)-  24 32 55.79675(N)    081 48 21.70288(W) AD(       ) 4
 AA1227  NAD 27      -  24 32 54.26917(N)    081 48 22.37096(W) AD(       ) 3
 AA1227
 AA1227.Superseded values are not recommended for survey control.
 AA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1227.See file dsdata.txt to determine how the superseded data were derived.
 AA1227
 AA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1836715230(NAD 83)
 AA1227_MARKER: Z = SEE DESCRIPTION
 AA1227_SETTING: 0 = UNSPECIFIED SETTING
 AA1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1227
 AA1227  HISTORY     - Date     Condition        Report By
 AA1227  HISTORY     - 1943     MONUMENTED       CGS
 AA1227
 AA1227                          STATION DESCRIPTION
 AA1227
 AA1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 AA1227'THE STATION IS THE CENTER OF THE AZIMUTH INSTRUMENT IN THE SMALL
 AA1227'HOUSE ATOP THE HECP BUILDING.  IT IS AT THE NORTHWEST END OF THE
 AA1227'PARADE GROUND IN FORT TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1099 ***********************************************************************
 AA1099  DESIGNATION -  B2 BATTERY 231 232 1943
 AA1099  PID         -  AA1099
 AA1099  STATE/COUNTY-  FL/MONROE
 AA1099  USGS QUAD   -  BOCA CHICA KEY (1971)
 AA1099
 AA1099                         *CURRENT SURVEY CONTROL
 AA1099  ___________________________________________________________________
 AA1099* NAD 83(1990)-  24 33 50.62920(N)    081 43 39.79226(W)     ADJUSTED  
 AA1099* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AA1099  ___________________________________________________________________
 AA1099  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA1099  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 AA1099
 AA1099  HORZ ORDER  -  THIRD
 AA1099
 AA1099.The horizontal coordinates were established by classical geodetic methods
 AA1099.and adjusted by the National Geodetic Survey in May 1991..
 AA1099
 AA1099.The orthometric height was scaled from a topographic map.
 AA1099
 AA1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1099
 AA1099.The geoid height was determined by GEOID03.
 AA1099
 AA1099;                    North         East     Units Scale Factor Converg.
 AA1099;SPC FL E     -    25,749.904   126,282.541   MT  1.00000827   -0 18 09.1
 AA1099;SPC FL E     -    84,481.14    414,311.97   sFT  1.00000827   -0 18 09.1
 AA1099;UTM  17      - 2,716,873.100   426,307.693   MT  0.99966707   -0 18 09.1
 AA1099
 AA1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1099!SPC FL E     -   1.00000332  x   1.00000827  =   1.00001159
 AA1099!UTM  17      -   1.00000332  x   0.99966707  =   0.99967039
 AA1099
 AA1099|---------------------------------------------------------------------|
 AA1099| PID    Reference Object                     Distance      Geod. Az  |
 AA1099|                                                           dddmmss.s |
 AA1099| AA1101 STOCK                               117.046 METERS 22607     |
 AA1099| AA1261 EAST MARTELLO TOWER RESET           APPROX. 3.0 KM 2444747.4 |
 AA1099|---------------------------------------------------------------------|
 AA1099
 AA1099                          SUPERSEDED SURVEY CONTROL
 AA1099
 AA1099  NAD 83(1986)-  24 33 50.63519(N)    081 43 39.78157(W) AD(       ) 3
 AA1099  NAD 27      -  24 33 49.10776(N)    081 43 40.45788(W) AD(       ) 3
 AA1099
 AA1099.Superseded values are not recommended for survey control.
 AA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1099.See file dsdata.txt to determine how the superseded data were derived.
 AA1099
 AA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2630816873(NAD 83)
 AA1099_MARKER: DS = TRIANGULATION STATION DISK
 AA1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AA1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1099+STABILITY: SURFACE MOTION
 AA1099
 AA1099  HISTORY     - Date     Condition        Report By
 AA1099  HISTORY     - 1943     MONUMENTED       CGS
 AA1099  HISTORY     - 1968     GOOD             CGS
 AA1099
 AA1099                          STATION DESCRIPTION
 AA1099
 AA1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 AA1099'THE STATION IS ABOUT 4-1/2 MI. E OF KEY WEST LIGHTHOUSE, NEAR THE
 AA1099'SE EXTREMITY OF STOCK ISLAND, AND ABOUT 200 M. NW OF THE NW END
 AA1099'OF THE OLD BOCA CHICA HIGHWAY BRIDGE.  IT IS DIRECTLY BENEATH
 AA1099'THE AZIMUTH INSTRUMENT IN THE SE QUARTER OF THE TOP FLOOR OF
 AA1099'THE U.S. ARMY STEEL OBSERVATION TOWER WHICH IS DESIGNATED AS THIS
 AA1099'STATION IS NAMED, AND IT IS ALSO ABOUT 2 FT. SE OF THE CENTER
 AA1099'OF THE TOWER.  IT PROJECTS ABOUT 2 IN. AND IS STAMPED B 2
 AA1099'BATTERY 231-232 1943.
 AA1099'
 AA1099'NO REFERENCE MARKS WERE ESTABLISHED.
 AA1099'
 AA1099'TO REACH THE STATION FROM THE U.S. NAVAL HOSPITAL, WHICH IS
 AA1099'ABOUT 3-1/2 MI. E OF KEY WEST, GO E FOR 0.7 MI. AND BEAR RIGHT
 AA1099'LEAVING THE NEW U.S. HIGHWAY 1 AND THENCE GOING E AND SE ON THE
 AA1099'OLD HIGHWAY FOR 0.9 MI. AND KEEP STRAIGHT AHEAD AT A CURVE ONTO
 AA1099'AN OLDER LOCATION OF THE OLD HIGHWAY, THENCE S FOR 0.25 MI. TO
 AA1099'THE TOWER ON THE LEFT AND THE STATION.
 AA1099'
 AA1099'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 AA1099
 AA1099                          STATION RECOVERY (1968)
 AA1099
 AA1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AA1099'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1943 DESCRIPTION
 AA1099'BY HCA IS CORRECT WITH THE FOLLOWING EXCEPTIONS.
 AA1099'
 AA1099'1.  OLD BOCA CHICA HIGHWAY BRIDGE IS GONE.
 AA1099'
 AA1099'2.  THE OBSERVATION TOWER IS GONE.
 AA1099'
 AA1099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AA1099'4.5 MILES EAST KEY WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1260 ***********************************************************************
 AA1260  DESIGNATION -  B2 BTRY 5
 AA1260  PID         -  AA1260
 AA1260  STATE/COUNTY-  FL/MONROE
 AA1260  USGS QUAD   -  KEY WEST (1971)
 AA1260
 AA1260                         *CURRENT SURVEY CONTROL
 AA1260  ___________________________________________________________________
 AA1260* NAD 83(1990)-  24 33 08.45937(N)    081 45 17.59093(W)     ADJUSTED  
 AA1260* NAVD 88     -                                                        
 AA1260  ___________________________________________________________________
 AA1260  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA1260  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AA1260
 AA1260  HORZ ORDER  -  THIRD
 AA1260
 AA1260.The horizontal coordinates were established by classical geodetic methods
 AA1260.and adjusted by the National Geodetic Survey in May 1991..
 AA1260
 AA1260
 AA1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1260
 AA1260.The geoid height was determined by GEOID03.
 AA1260
 AA1260;                    North         East     Units Scale Factor Converg.
 AA1260;SPC FL E     -    24,467.209   123,523.409   MT  1.00001338   -0 18 49.3
 AA1260;SPC FL E     -    80,272.83    405,259.72   sFT  1.00001338   -0 18 49.3
 AA1260;UTM  17      - 2,715,590.843   423,549.502   MT  0.99967218   -0 18 49.3
 AA1260
 AA1260                          SUPERSEDED SURVEY CONTROL
 AA1260
 AA1260  NAD 83(1986)-  24 33 08.46545(N)    081 45 17.58075(W) AD(       ) 4
 AA1260  NAD 27      -  24 33 06.93725(N)    081 45 18.25397(W) AD(       ) 3
 AA1260
 AA1260.Superseded values are not recommended for survey control.
 AA1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1260.See file dsdata.txt to determine how the superseded data were derived.
 AA1260
 AA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2355015591(NAD 83)
 AA1260_MARKER: Z = SEE DESCRIPTION
 AA1260_SETTING: 0 = UNSPECIFIED SETTING
 AA1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1260
 AA1260  HISTORY     - Date     Condition        Report By
 AA1260  HISTORY     - 1943     MONUMENTED       CGS
 AA1260
 AA1260                          STATION DESCRIPTION
 AA1260
 AA1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 AA1260'THIS IS A STATION LOCATED BY TRAVERSE.
 AA1260'
 AA1260'THE STATION IS THE CENTER OF THE TOP OF THE STEEL PEDESTAL
 AA1260'CENTER OF THE MOST NORTHWESTERLY AZIMUTH INSTRUMENT INSIDE THE
 AA1260'NARROW WOODEN OBSERVATION ROOM ON TOP OF OLD EAST MARTELLO FORT
 AA1260'WHICH IS ABOUT 3 MILES EAST OF KEY WEST.  IT IS 3.057 METERS OR
 AA1260'10.03 FEET ABOUT DUE EAST OF TRIANGULATION STATION EAST MARTELLO
 AA1260'TOWER 1905.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1197 ***********************************************************************
 AA1197  DESIGNATION -  B3 BATTERY 231 232 1943
 AA1197  PID         -  AA1197
 AA1197  STATE/COUNTY-  FL/MONROE
 AA1197  USGS QUAD   -  KEY WEST (1971)
 AA1197
 AA1197                         *CURRENT SURVEY CONTROL
 AA1197  ___________________________________________________________________
 AA1197* NAD 83(1990)-  24 34 53.56865(N)    081 47 45.58278(W)     ADJUSTED  
 AA1197* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AA1197  ___________________________________________________________________
 AA1197  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA1197  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AA1197
 AA1197  HORZ ORDER  -  THIRD
 AA1197
 AA1197.The horizontal coordinates were established by classical geodetic methods
 AA1197.and adjusted by the National Geodetic Survey in May 1991..
 AA1197
 AA1197.The orthometric height was scaled from a topographic map.
 AA1197
 AA1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1197
 AA1197.The geoid height was determined by GEOID03.
 AA1197
 AA1197;                    North         East     Units Scale Factor Converg.
 AA1197;SPC FL E     -    27,724.699   119,377.232   MT  1.00002143   -0 19 52.1
 AA1197;SPC FL E     -    90,960.12    391,656.80   sFT  1.00002143   -0 19 52.1
 AA1197;UTM  17      - 2,718,847.222   419,404.740   MT  0.99968022   -0 19 52.1
 AA1197
 AA1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1197!SPC FL E     -   1.00000347  x   1.00002143  =   1.00002490
 AA1197!UTM  17      -   1.00000347  x   0.99968022  =   0.99968369
 AA1197
 AA1197:                Primary Azimuth Mark                     Grid Az
 AA1197:SPC FL E     -  BAYOU                                    117 27 08.1
 AA1197:UTM  17      -  BAYOU                                    117 27 08.1
 AA1197
 AA1197|---------------------------------------------------------------------|
 AA1197| PID    Reference Object                     Distance      Geod. Az  |
 AA1197|                                                           dddmmss.s |
 AA1197| AA0028 BAYOU                               APPROX. 3.1 KM 1170716.0 |
 AA1197| AA1216 KEY WEST NAVAL BASE EAST TANK       APPROX. 3.3 KM 1934438.2 |
 AA1197| AA1218 KEY WEST COURTHOUSE TANK            APPROX. 3.2 KM 1950627.0 |
 AA1197| AA1202 FLEMING KEY 2                       APPROX. 0.6 KM 1971808.2 |
 AA1197| AA1230 KEY WEST NAVAL BASE WEST TANK       APPROX. 3.4 KM 1984031.6 |
 AA1197|---------------------------------------------------------------------|
 AA1197
 AA1197                          SUPERSEDED SURVEY CONTROL
 AA1197
 AA1197  NAD 83(1986)-  24 34 53.57534(N)    081 47 45.57254(W) AD(       ) 3
 AA1197  NAD 27      -  24 34 52.05110(N)    081 47 46.24160(W) AD(       ) 3
 AA1197
 AA1197.Superseded values are not recommended for survey control.
 AA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1197.See file dsdata.txt to determine how the superseded data were derived.
 AA1197
 AA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1940518847(NAD 83)
 AA1197_MARKER: DS = TRIANGULATION STATION DISK
 AA1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AA1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1197+STABILITY: SURFACE MOTION
 AA1197
 AA1197  HISTORY     - Date     Condition        Report By
 AA1197  HISTORY     - 1943     MONUMENTED       CGS
 AA1197  HISTORY     - 1964     MARK NOT FOUND   CGS
 AA1197
 AA1197                          STATION DESCRIPTION
 AA1197
 AA1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 AA1197'THE STATION IS DIRECTLY BENEATH THE AZIMUTH INSTRUMENT IN THE NW
 AA1197'QUARTER OF THE TOP FLOOR OF THE U.S. ARMY STEEL OBSERVATION
 AA1197'TOWER LOCATED NEAR THE CENTER OF FLEMING KEY, WHICH IS THE
 AA1197'U.S. NAVAL MAGAZINE AREA, AND WHICH IS ABOUT 2 MI. N OF KEY
 AA1197'WEST.  THE TOWER IS DESIGNATED BY THE ARMY THE SAME AS THE
 AA1197'STATION IS NAMED.  THE MARK IS ABOUT 2 FT. NW OF THE APPARENT
 AA1197'CENTER OF THE TOWER, PROJECTS ABOUT 2 IN., AND IS STAMPED B 3
 AA1197'BATTERY 231-232.
 AA1197'
 AA1197'NO REFERENCE MARKS WERE ESTABLISHED.
 AA1197'
 AA1197'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 AA1197
 AA1197                          STATION RECOVERY (1964)
 AA1197
 AA1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GEV)
 AA1197'THE STATION WAS NOT RECOVERED.
 AA1197'
 AA1197'THE TOWER NO LONGER EXISTS, AND NO INFORMATION COULD BE GIVEN
 AA1197'BY THE ARMY INSTALLATION NEARBY.
 AA1197'
 AA1197'IT IS RECOMMENDED THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7970 ***********************************************************************
 AL7970  DESIGNATION -  B44 207
 AL7970  PID         -  AL7970
 AL7970  STATE/COUNTY-  FL/PASCO
 AL7970  USGS QUAD   -  CLAY SINK (1960)
 AL7970
 AL7970                         *CURRENT SURVEY CONTROL
 AL7970  ___________________________________________________________________
 AL7970* NAD 83(1999)-  28 27 46.59906(N)    082 05 03.27911(W)     ADJUSTED  
 AL7970* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 AL7970  ___________________________________________________________________
 AL7970  X           -     772,791.377 (meters)                     COMP
 AL7970  Y           -  -5,557,980.281 (meters)                     COMP
 AL7970  Z           -   3,021,705.599 (meters)                     COMP
 AL7970  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AL7970  ELLIP HEIGHT-          -3.07  (meters)          (07/06/01) GPS OBS
 AL7970  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AL7970
 AL7970  HORZ ORDER  -  FIRST
 AL7970  ELLP ORDER  -  FOURTH    CLASS II
 AL7970
 AL7970.The horizontal coordinates were established by GPS observations
 AL7970.and adjusted by the National Geodetic Survey in July 2001..
 AL7970
 AL7970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7970
 AL7970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7970
 AL7970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7970
 AL7970.The ellipsoidal height was determined by GPS observations
 AL7970.and is referenced to NAD 83.
 AL7970
 AL7970.The geoid height was determined by GEOID03.
 AL7970
 AL7970;                    North         East     Units Scale Factor Converg.
 AL7970;SPC FL W     -   457,513.813   191,749.751   MT  0.99994202   -0 02 24.5
 AL7970;SPC FL W     - 1,501,026.57    629,098.97   sFT  0.99994202   -0 02 24.5
 AL7970;UTM  17      - 3,148,965.514   393,849.965   MT  0.99973906   -0 31 00.4
 AL7970
 AL7970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7970!SPC FL W     -   1.00000048  x   0.99994202  =   0.99994250
 AL7970!UTM  17      -   1.00000048  x   0.99973906  =   0.99973954
 AL7970
 AL7970:                Primary Azimuth Mark                     Grid Az
 AL7970:SPC FL W     -  B44 208                                  225 21 40.6
 AL7970:UTM  17      -  B44 208                                  225 50 16.5
 AL7970
 AL7970|---------------------------------------------------------------------|
 AL7970| PID    Reference Object                     Distance      Geod. Az  |
 AL7970|                                                           dddmmss.s |
 AL7970| AL7971 B44 208                             APPROX. 0.5 KM 2251916.1 |
 AL7970|---------------------------------------------------------------------|
 AL7970
 AL7970                          SUPERSEDED SURVEY CONTROL
 AL7970
 AL7970  NAD 83(1990)-  28 27 46.59785(N)    082 05 03.27869(W) AD(       ) 1
 AL7970  ELLIP H (10/07/92)   -3.04   (m)                       GP(       ) 4 2
 AL7970  NGVD 29 (10/07/92)   23.9    (m)           78.     (f) GPS OBS        
 AL7970
 AL7970.Superseded values are not recommended for survey control.
 AL7970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7970.See file dsdata.txt to determine how the superseded data were derived.
 AL7970
 AL7970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9385048966(NAD 83)
 AL7970_MARKER: I = METAL ROD
 AL7970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7970_SP_SET: ALUMINUM ALLOY ROD
 AL7970_STAMPING: B44-207 1991
 AL7970_MARK LOGO: FL-101
 AL7970_PROJECTION: FLUSH
 AL7970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7970+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7970_ROD/PIPE-DEPTH: 6.4  meters
 AL7970
 AL7970  HISTORY     - Date     Condition        Report By
 AL7970  HISTORY     - 1991     MONUMENTED       FL-101
 AL7970
 AL7970                          STATION DESCRIPTION
 AL7970
 AL7970'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7970'THE STATION IS LOCATED 9 MI (14.48 KM) NORTHEAST OF DADE CITY AND 5 MI
 AL7970'(8.05 KM) EAST OF LACOOCHEE.
 AL7970'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 575 AND U.S.
 AL7970'HIGHWAY 301 IN TRILACOOCHEE, GO NORTH ON STATE ROAD 575, 2.15 MI
 AL7970'(3.46 KM) TO CLAY SINK ROAD (LACOOCHEE GRADE) ON THE RIGHT, TURN
 AL7970'RIGHT AND GO EAST ON CLAY SINK ROAD, 4.5 MI (7.24 KM) TO SOUTH FORTY
 AL7970'ROAD ON THE RIGHT, CONTINUE EASTERLY ON CLAY SINK ROAD, 0.1 MI
 AL7970'(0.16 KM) TO THE STATION ON THE RIGHT.
 AL7970'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7970'WITH A PASCO COUNTY LOGO CAP STAMPED ---B44-207 1991--- THAT IS FLUSH
 AL7970'WITH THE GROUND AND THE STATION IS RECESSED 5-INCHES BELOW THE GROUND
 AL7970'. IT IS 24 FT (7.32 M) SOUTHEAST OF THE CENTER OF CLAY SINK ROAD. NOTE
 AL7970'THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY
 AL7970'ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AL7970'REFERENCES--
 AL7970'P.K. NAIL AND ---LB 731--- DISK SET IN THE NORTHWEST FACE OF A 8-INCH
 AL7970'CYPRESS TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF
 AL7970'67 DEGREES AT 83.19 FT (25.36 M).
 AL7970'P.K. NAIL AND ---LB 731--- DISK SET IN THE NORTHWEST FACE OF A 30-INCH
 AL7970'OAK TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 262
 AL7970'DEGREES AT 99.99 FT (30.48 M).
 AL7970'P.K. NAIL AND ---LB 731--- DISK SET IN THE EAST FACE OF A 12-INCH PINE
 AL7970'TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 353
 AL7970'DEGREES AT 87.20 FT (26.58 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7971 ***********************************************************************
 AL7971  DESIGNATION -  B44 208
 AL7971  PID         -  AL7971
 AL7971  STATE/COUNTY-  FL/PASCO
 AL7971  USGS QUAD   -  CLAY SINK (1960)
 AL7971
 AL7971                         *CURRENT SURVEY CONTROL
 AL7971  ___________________________________________________________________
 AL7971* NAD 83(1999)-  28 27 34.26461(N)    082 05 17.39343(W)     ADJUSTED  
 AL7971* NAVD 88     -        22.7    (meters)      74.     (feet)  VERTCON   
 AL7971  ___________________________________________________________________
 AL7971  X           -     772,435.854 (meters)                     COMP
 AL7971  Y           -  -5,558,211.611 (meters)                     COMP
 AL7971  Z           -   3,021,371.349 (meters)                     COMP
 AL7971  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AL7971  ELLIP HEIGHT-          -3.96  (meters)          (07/06/01) GPS OBS
 AL7971  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AL7971
 AL7971  HORZ ORDER  -  FIRST
 AL7971  ELLP ORDER  -  FOURTH    CLASS II
 AL7971
 AL7971.The horizontal coordinates were established by GPS observations
 AL7971.and adjusted by the National Geodetic Survey in July 2001..
 AL7971
 AL7971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7971
 AL7971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7971
 AL7971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL7971
 AL7971.The ellipsoidal height was determined by GPS observations
 AL7971.and is referenced to NAD 83.
 AL7971
 AL7971.The geoid height was determined by GEOID03.
 AL7971
 AL7971;                    North         East     Units Scale Factor Converg.
 AL7971;SPC FL W     -   457,134.391   191,365.513   MT  0.99994210   -0 02 31.3
 AL7971;SPC FL W     - 1,499,781.75    627,838.35   sFT  0.99994210   -0 02 31.3
 AL7971;UTM  17      - 3,148,589.377   393,462.663   MT  0.99974008   -0 31 07.0
 AL7971
 AL7971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7971!SPC FL W     -   1.00000062  x   0.99994210  =   0.99994272
 AL7971!UTM  17      -   1.00000062  x   0.99974008  =   0.99974070
 AL7971
 AL7971:                Primary Azimuth Mark                     Grid Az
 AL7971:SPC FL W     -  B44 207                                  045 21 40.7
 AL7971:UTM  17      -  B44 207                                  045 50 16.4
 AL7971
 AL7971|---------------------------------------------------------------------|
 AL7971| PID    Reference Object                     Distance      Geod. Az  |
 AL7971|                                                           dddmmss.s |
 AL7971| AL7970 B44 207                             APPROX. 0.5 KM 0451909.4 |
 AL7971|---------------------------------------------------------------------|
 AL7971
 AL7971                          SUPERSEDED SURVEY CONTROL
 AL7971
 AL7971  NAD 83(1990)-  28 27 34.26339(N)    082 05 17.39300(W) AD(       ) 1
 AL7971  ELLIP H (10/07/92)   -3.93   (m)                       GP(       ) 4 2
 AL7971  NGVD 29 (10/07/92)   23.0    (m)           75.     (f) GPS OBS        
 AL7971
 AL7971.Superseded values are not recommended for survey control.
 AL7971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7971.See file dsdata.txt to determine how the superseded data were derived.
 AL7971
 AL7971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9346348589(NAD 83)
 AL7971_MARKER: I = METAL ROD
 AL7971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AL7971_SP_SET: ALUMINUM ALLOY ROD
 AL7971_STAMPING: B44-208 1991
 AL7971_MARK LOGO: FL-101
 AL7971_PROJECTION: FLUSH
 AL7971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL7971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7971+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7971_ROD/PIPE-DEPTH: 10.4 meters
 AL7971
 AL7971  HISTORY     - Date     Condition        Report By
 AL7971  HISTORY     - 1991     MONUMENTED       FL-101
 AL7971
 AL7971                          STATION DESCRIPTION
 AL7971
 AL7971'DESCRIBED BY PASCO COUNTY FLORIDA 1991
 AL7971'THE STATION IS LOCATED 9 MI (14.48 KM) NORTHEAST OF DADE CITY AND 5 MI
 AL7971'(8.05 KM) EAST OF LACOOCHEE.
 AL7971'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 575 AND U.S.
 AL7971'HIGHWAY 301 IN TRILACOOCHEE, GO NORTH ON STATE ROAD 575, 2.15 MI
 AL7971'(3.46 KM) TO CLAY SINK ROAD (LACOOCHEE GRADE) ON THE RIGHT, TURN
 AL7971'RIGHT AND GO EAST ON CLAY SINK ROAD, 4.45 MI (7.16 KM) TO MEGS HOLE
 AL7971'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON MEGS HOLE ROAD, 0.2
 AL7971'MI (0.32 KM) TO THE STATION ON THE RIGHT.
 AL7971'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL
 AL7971'WITH A PASCO COUNTY LOGO CAP STAMPED ---B44-208 1991--- THAT IS FLUSH
 AL7971'WITH THE GROUND AND THE STATION IS RECESSED 3-INCHES BELOW THE GROUND
 AL7971'. IT IS 22 FT (6.71 M) NORTHWEST OF THE CENTER OF MEGS HOLE ROAD. NOTE
 AL7971'THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY
 AL7971'ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER.
 AL7971'REFERENCES--
 AL7971'P.K. NAIL AND ---LB 731--- DISK SET IN THE SOUTHEAST FACE OF A 6-INCH
 AL7971'PINE TREE 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 218
 AL7971'DEGREES AT 168.80 FT (51.45 M).
 AL7971'P.K. NAIL AND ---LB 731--- DISK SET IN THE NORTH FACE OF A 10-INCH
 AL7971'PINE TREE 3 FT (0.91 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF 266
 AL7971'DEGREES AT 128.58 FT (39.19 M).
 AL7971'P.K. NAIL AND ---LB 731--- DISK SET IN THE NORTHEAST FACE OF A 10-INCH
 AL7971'OAK TREE 2.5 FT (0.76 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF
 AL7971'312 DEGREES AT 77.77 FT (23.70 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ0273 ***********************************************************************
 AQ0273  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0273  DESIGNATION -  B=872 0576 TIDAL 5
 AQ0273  PID         -  AQ0273
 AQ0273  STATE/COUNTY-  FL/ST JOHNS
 AQ0273  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ0273
 AQ0273                         *CURRENT SURVEY CONTROL
 AQ0273  ___________________________________________________________________
 AQ0273* NAD 83(1986)-  29 53 29.     (N)    081 18 40.     (W)     SCALED    
 AQ0273* NAVD 88     -         1.633  (meters)       5.36   (feet)  ADJUSTED  
 AQ0273  ___________________________________________________________________
 AQ0273  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AQ0273  DYNAMIC HT  -           1.631 (meters)       5.35  (feet)  COMP
 AQ0273  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 AQ0273
 AQ0273  VERT ORDER  -  SECOND    CLASS I
 AQ0273
 AQ0273.The horizontal coordinates were scaled from a topographic map and have
 AQ0273.an estimated accuracy of +/- 6 seconds.
 AQ0273
 AQ0273.The orthometric height was determined by differential leveling
 AQ0273.and adjusted by the National Geodetic Survey in April 2002..
 AQ0273
 AQ0273.This Tidal Bench Mark is designated as VM 5210
 AQ0273.by the Center for Operational Oceanographic Products and Services.
 AQ0273
 AQ0273.The geoid height was determined by GEOID03.
 AQ0273
 AQ0273.The dynamic height is computed by dividing the NAVD 88
 AQ0273.geopotential number by the normal gravity value computed on the
 AQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0273.degrees latitude (g = 980.6199 gals.).
 AQ0273
 AQ0273.The modeled gravity was interpolated from observed gravity values.
 AQ0273
 AQ0273;                    North         East    Units  Estimated Accuracy
 AQ0273;SPC FL E     -   615,870.      169,950.      MT  (+/- 180 meters Scaled)
 AQ0273
 AQ0273                          SUPERSEDED SURVEY CONTROL
 AQ0273
 AQ0273  NAVD 88 (06/15/91)    1.625  (m)            5.33   (f) UNKNOWN     1 1
 AQ0273  NGVD 29 (09/01/92)    1.946  (m)            6.38   (f) ADJUSTED    1 1
 AQ0273
 AQ0273.Superseded values are not recommended for survey control.
 AQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0273.See file dsdata.txt to determine how the superseded data were derived.
 AQ0273
 AQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP699067(NAD 83)
 AQ0273_MARKER: Q = CHISELED SQUARE
 AQ0273_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ0273_SP_SET: GRANITE STEP
 AQ0273_MARK LOGO: CGS   
 AQ0273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0273+STABILITY: SURFACE MOTION
 AQ0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0273+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1991
 AQ0273
 AQ0273  HISTORY     - Date     Condition        Report By
 AQ0273  HISTORY     - UNK      MONUMENTED       CGS
 AQ0273  HISTORY     - 1957     POOR             NGS
 AQ0273  HISTORY     - 1975     GOOD             NGS
 AQ0273  HISTORY     - 1978     GOOD             FLDNR
 AQ0273  HISTORY     - 1987     GOOD             FLDNR
 AQ0273  HISTORY     - 19910324 GOOD             NGS
 AQ0273
 AQ0273                          STATION DESCRIPTION
 AQ0273
 AQ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AQ0273'AT ST AUGUSTINE.
 AQ0273'AT ST. AUGUSTINE, 115 YARDS SOUTH OF THE JUNCTION OF BAY STREET
 AQ0273'AND KING STREET, 16.9 FEET EAST OF THE EAST CURB OF BAY STREET,
 AQ0273'IN FRONT OF AND 1 FOOT SOUTH OF THE CENTER OF THE ENTRANCE TO
 AQ0273'THE MUNICIPAL PIER, 10.3 FEET WEST OF THE WEST SIDE OF THE PUBLIC
 AQ0273'REST ROOMS, SURROUNDED BY THE LETTERS USBM, IN THE TOP OF THE
 AQ0273'GRANITE COPING OF THE SEA WALL.  THE SQUARE AND LETTERS ARE
 AQ0273'GETTING VERY DIM BECAUSE OF WEAR DUE TO FOOT TRAFFIC.
 AQ0273
 AQ0273                          STATION RECOVERY (1975)
 AQ0273
 AQ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AQ0273'RECOVERED IN GOOD CONDITION.
 AQ0273
 AQ0273                          STATION RECOVERY (1978)
 AQ0273
 AQ0273'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0273'RECOVERED IN GOOD CONDITION.
 AQ0273
 AQ0273                          STATION RECOVERY (1987)
 AQ0273
 AQ0273'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ0273'RECOVERED AS DESCRIBED.
 AQ0273
 AQ0273                          STATION RECOVERY (1991)
 AQ0273
 AQ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0273'IN SAINT AUGUSTINE, AT 100 AVENIDA MENENDEZ, A CHISELED SQUARE A
 AQ0273'GRANITE RETAINING WALL ALONG THE EAST SIDE OF A SIDEWALK, 9.2 M
 AQ0273'(30.2 FT) NORTHEAST OF THE CENTER OF AVENIDA MENENDEZ, 8.3 M
 AQ0273'(27.2 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE MUNICIPAL MARINA
 AQ0273'AT 100 AVENIDA MENENDEZ, 4.5 M (14.8 FT) SOUTH OF A UTILITY POLE, 0.6
 AQ0273'M (2.0 FT) ABOVE THE LEVEL OF AVENIDA MENENDEZ, AND 0.5 M (1.6 FT)
 AQ0273'SOUTH OF THE EXTENDED CENTER OF THE MUNICIPAL PIER AND WALKWAY THROUGH
 AQ0273'THE MUNICIPAL MARINA.  NOTE--THE SQUARE IS RECESSED 1-INCH AND HAS
 AQ0273'THE LETTERS USBM CUT AROUND THE SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0544 ***********************************************************************
 BE0544  DESIGNATION -  BA 164
 BE0544  PID         -  BE0544
 BE0544  STATE/COUNTY-  FL/GADSDEN
 BE0544  USGS QUAD   -  HAVANA SOUTH (1994)
 BE0544
 BE0544                         *CURRENT SURVEY CONTROL
 BE0544  ___________________________________________________________________
 BE0544* NAD 83(1986)-  30 33 41.     (N)    084 23 21.     (W)     SCALED    
 BE0544* NAVD 88     -        27.283  (meters)      89.51   (feet)  ADJUSTED  
 BE0544  ___________________________________________________________________
 BE0544  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BE0544  DYNAMIC HT  -          27.248 (meters)      89.40  (feet)  COMP
 BE0544  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BE0544
 BE0544  VERT ORDER  -  FIRST     CLASS I
 BE0544
 BE0544.The horizontal coordinates were scaled from a topographic map and have
 BE0544.an estimated accuracy of +/- 6 seconds.
 BE0544
 BE0544.The orthometric height was determined by differential leveling
 BE0544.and adjusted by the National Geodetic Survey in June 1991..
 BE0544
 BE0544.The geoid height was determined by GEOID03.
 BE0544
 BE0544.The dynamic height is computed by dividing the NAVD 88
 BE0544.geopotential number by the normal gravity value computed on the
 BE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0544.degrees latitude (g = 980.6199 gals.).
 BE0544
 BE0544.The modeled gravity was interpolated from observed gravity values.
 BE0544
 BE0544;                    North         East    Units  Estimated Accuracy
 BE0544;SPC FL N     -   173,080.      610,630.      MT  (+/- 180 meters Scaled)
 BE0544
 BE0544                          SUPERSEDED SURVEY CONTROL
 BE0544
 BE0544  NGVD 29 (??/??/92)   27.460  (m)           90.09   (f) ADJ UNCH    1 1
 BE0544
 BE0544.Superseded values are not recommended for survey control.
 BE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0544.See file dsdata.txt to determine how the superseded data were derived.
 BE0544
 BE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU504838(NAD 83)
 BE0544_MARKER: DB = BENCH MARK DISK
 BE0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE0544_SP_SET: BRIDGE
 BE0544_STAMPING: BA 164 1957
 BE0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0544
 BE0544  HISTORY     - Date     Condition        Report By
 BE0544  HISTORY     - 1957     MONUMENTED       CGS
 BE0544  HISTORY     - 1958     GOOD             NGS
 BE0544  HISTORY     - 1973     GOOD             NGS
 BE0544  HISTORY     - 1978     MARK NOT FOUND   USGS
 BE0544
 BE0544                          STATION DESCRIPTION
 BE0544
 BE0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0544'5.7 MI SE FROM HAVANA.
 BE0544'ABOUT 4.85 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BE0544'FROM THE STATION AT HAVANA, THENCE 0.4 MILES NORTHEAST ALONG
 BE0544'COUNTY ROAD S 270, THENCE 0.45 MILES SOUTHEAST ALONG U.S. 27,
 BE0544'SET IN THE TOP OF THE SOUTHWEST END OF BRIDGE SEAT OF THE
 BE0544'NORTHWEST ABUTMENT OF A CONCRETE BRIDGE ACROSS FLOODLANDS, 19
 BE0544'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET
 BE0544'BELOW THE LEVEL OF THE BRIDGE DECKING.
 BE0544
 BE0544                          STATION RECOVERY (1973)
 BE0544
 BE0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE0544'RECOVERED IN GOOD CONDITION.
 BE0544
 BE0544                          STATION RECOVERY (1978)
 BE0544
 BE0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BE0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1563 ***********************************************************************
 AR1563  DESIGNATION -  BA 4
 AR1563  PID         -  AR1563
 AR1563  STATE/COUNTY-  FL/ALACHUA
 AR1563  USGS QUAD   -  NEWBERRY (1993)
 AR1563
 AR1563                         *CURRENT SURVEY CONTROL
 AR1563  ___________________________________________________________________
 AR1563* NAD 83(1990)-  29 42 08.39684(N)    082 33 56.19940(W)     ADJUSTED  
 AR1563* NAVD 88     -        34.02   (+/-2cm)     111.6    (feet)  VERTCON   
 AR1563  ___________________________________________________________________
 AR1563  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AR1563  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AR1563
 AR1563  HORZ ORDER  -  SECOND
 AR1563  VERT ORDER  -  THIRD ? (See Below)
 AR1563
 AR1563.The horizontal coordinates were established by classical geodetic methods
 AR1563.and adjusted by the National Geodetic Survey in May 1991..
 AR1563
 AR1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1563.The vertical order pertains to the NGVD 29 superseded value.
 AR1563
 AR1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1563
 AR1563.The geoid height was determined by GEOID03.
 AR1563
 AR1563;                    North         East     Units Scale Factor Converg.
 AR1563;SPC FL N     -    79,439.867   787,183.988   MT  0.99998114   +0 58 19.5
 AR1563;SPC FL N     -   260,628.96  2,582,619.47   sFT  0.99998114   +0 58 19.5
 AR1563;UTM  17      - 3,286,827.608   348,542.178   MT  0.99988304   -0 46 33.2
 AR1563
 AR1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1563!SPC FL N     -   0.99999903  x   0.99998114  =   0.99998017
 AR1563!UTM  17      -   0.99999903  x   0.99988304  =   0.99988207
 AR1563
 AR1563|---------------------------------------------------------------------|
 AR1563| PID    Reference Object                     Distance      Geod. Az  |
 AR1563|                                                           dddmmss.s |
 AR1563| CW3296 BA 4 RM 1                            35.491 METERS 07505     |
 AR1563| CW3297 BA 4 RM 2                            48.210 METERS 18232     |
 AR1563| AR1562 NEWBERRY                            APPROX. 8.6 KM 2062639.7 |
 AR1563|---------------------------------------------------------------------|
 AR1563
 AR1563                          SUPERSEDED SURVEY CONTROL
 AR1563
 AR1563  NAD 83(1986)-  29 42 08.40407(N)    082 33 56.20436(W) AD(       ) 2
 AR1563  NAD 27      -  29 42 07.53000(N)    082 33 56.80000(W) AD(       ) 2
 AR1563  NGVD 29 (07/19/86)   34.24   (m)          112.3    (f) LEVELING    3  
 AR1563
 AR1563.Superseded values are not recommended for survey control.
 AR1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1563.See file dsdata.txt to determine how the superseded data were derived.
 AR1563
 AR1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4854286828(NAD 83)
 AR1563_MARKER: DD = SURVEY DISK
 AR1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1563
 AR1563  HISTORY     - Date     Condition        Report By
 AR1563  HISTORY     - 1937     MONUMENTED       FLGS
 AR1563
 AR1563                          STATION DESCRIPTION
 AR1563
 AR1563'DESCRIBED BY FLORIDA GEODETIC SURVEY 1937 (EBL)
 AR1563'STATION IS ABOUT 4.9 MILES BY ROAD NNE OF NEWBERRY ON THE
 AR1563'RIGHT-OF-WAY OF THE ATLANTIC COAST LINE RAILROAD.  ABOUT 0.2 MILE N
 AR1563'OF A SWITCH AND A SIDE TRACK, 23 FEET W OF THE W RAIL OF SINGLE
 AR1563'MAIN LINE TRACK, 39 FEET E OF THE CENTER LINE OF ROAD WHICH
 AR1563'PARALLELS TRACK, 8-1/2 FEET SW OF MILEPOST 81.
 AR1563'
 AR1563'STATION MARK IS A STANDARD STATE SURVEY BRONZE DISK SET IN A
 AR1563'6- BY 6-INCH CONCRETE POST WHICH HAS BEEN REINFORCED TO FORM A
 AR1563'14- BY 14-INCH POST.  IT PROJECTS 3 INCHES AND WAS STAMPED USC AND
 AR1563'GS 1937.
 AR1563'
 AR1563'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AR1563'
 AR1563'REFERENCE MARK NO.1 IS NE OF THE STATION, 50 FEET E OF E RAIL OF
 AR1563'TRACK, 1 FOOT W OF FENCE LINE.  MARK PROJECTS 2 INCHES.
 AR1563'
 AR1563'REFERENCE MARK NO.2 IS SE OF THE STATION, 52 FEET E OF E RAIL OF
 AR1563'TRACK, 1 FOOT W OF FENCE LINE, 33 FEET S OF FENCE CORNER.  MARK
 AR1563'PROJECTS 2 INCHES.
 AR1563'
 AR1563'BA-3 (FLA.,GEOD.S.) (AZIMUTH MARK) IS S OF THE STATION, ON THE
 AR1563'RIGHT-OF-WAY OF THE ATLANTIC COAST LINE RAILROAD, ABOUT 0.1 MILE N
 AR1563'OF SPUR RUNNING NE TO A PHOSPHATE MINE, 23 FEET W OF W RAIL OF
 AR1563'MAIN LINE TRACK, 39 FEET E OF CENTER LINE OF ROAD.  MARK IS A
 AR1563'STANDARD STATE SURVEY DISK SET IN A 6- BY 8-INCH CONCRETE POST,
 AR1563'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 AR1563'
 AR1563'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 5 AND 14 IN
 AR1563'NEWBERRY, GO E AND N ON ROUTE 14 FOR 1.0 MILE TO TURN E.  HERE
 AR1563'CONTINUE STRAIGHT AHEAD (N) ON A CLAY ROAD FOR 3.9 MILES TO THE
 AR1563'STATION ON RIGHT.
 AR1563'
 AR1563'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8655 ***********************************************************************
 AG8655  DESIGNATION -  BA A
 AG8655  PID         -  AG8655
 AG8655  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8655  USGS QUAD   -  RIVERVIEW (1987)
 AG8655
 AG8655                         *CURRENT SURVEY CONTROL
 AG8655  ___________________________________________________________________
 AG8655* NAD 83(1990)-  27 46 12.62323(N)    082 18 39.36417(W)     ADJUSTED  
 AG8655* NAVD 88     -        26.51   (+/-2cm)      87.0    (feet)  VERTCON   
 AG8655  ___________________________________________________________________
 AG8655  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AG8655  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG8655
 AG8655  HORZ ORDER  -  SECOND
 AG8655  VERT ORDER  -  THIRD ? (See Below)
 AG8655
 AG8655.The horizontal coordinates were established by classical geodetic methods
 AG8655.and adjusted by the National Geodetic Survey in May 1991..
 AG8655
 AG8655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8655.The vertical order pertains to the NGVD 29 superseded value.
 AG8655
 AG8655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8655
 AG8655.The geoid height was determined by GEOID03.
 AG8655
 AG8655;                    North         East     Units Scale Factor Converg.
 AG8655;SPC FL W     -   380,780.366   169,352.977   MT  0.99995277   -0 08 41.5
 AG8655;SPC FL W     - 1,249,276.92    555,618.89   sFT  0.99995277   -0 08 41.5
 AG8655;UTM  17      - 3,072,432.295   370,826.756   MT  0.99980595   -0 36 39.2
 AG8655
 AG8655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8655!SPC FL W     -   0.99999975  x   0.99995277  =   0.99995252
 AG8655!UTM  17      -   0.99999975  x   0.99980595  =   0.99980570
 AG8655
 AG8655                          SUPERSEDED SURVEY CONTROL
 AG8655
 AG8655  NAD 83(1986)-  27 46 12.62766(N)    082 18 39.38409(W) AD(       ) 2
 AG8655  NGVD 29 (06/09/89)   26.79   (m)           87.9    (f) LEVELING    3  
 AG8655
 AG8655.Superseded values are not recommended for survey control.
 AG8655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8655.See file dsdata.txt to determine how the superseded data were derived.
 AG8655
 AG8655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7082772432(NAD 83)
 AG8655_MARKER: DE = TRAVERSE STATION DISK
 AG8655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8655_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8655+STABILITY: SURFACE MOTION
 AG8655
 AG8655  HISTORY     - Date     Condition        Report By
 AG8655  HISTORY     - 1984     MONUMENTED       FL-057
 AG8655
 AG8655                          STATION DESCRIPTION
 AG8655
 AG8655'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8655'THE STATION IS LOCATED IN THE BALM AREA OF SOUTHERN HILLSBOROUGH
 AG8655'COUNTY, NEAR THE HILLSBOROUGH CORRECTIONAL INSTITUTION.
 AG8655'
 AG8655'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8655'60, GO SOUTH ON HWY 301 TO THE INTERSECTION WITH BALM ROAD.  PROCEED
 AG8655'EAST ON BALM ROAD FOR ABOUT 1.5 MILES TO THE STATION ON THE NORTH
 AG8655'SIDE OF THE ROAD.
 AG8655'
 AG8655'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BA-A---SET INTO THE
 AG8655'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT RECESSED 2 INCHES BELOW THE
 AG8655'THE GROUND, LOCATED 17.5 FEET NORTH OF THE CENTERLINE OF BALM ROAD,
 AG8655'57.8 FEET NORTH OF A CHAIN LINK FENCE, 110.8 FEET NORTHEAST OF THE
 AG8655'EAST CORNER OF A CHAIN LINK FENCE, 8.5 FEET SOUTHWEST OF A POWER POLE
 AG8655'AND METAL WITNESS POST, 55.3 FEET NORTHWEST OF A POWER POLE.  THERE IS
 AG8655'NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8656 ***********************************************************************
 AG8656  DESIGNATION -  BA B
 AG8656  PID         -  AG8656
 AG8656  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8656  USGS QUAD   -  RIVERVIEW (1987)
 AG8656
 AG8656                         *CURRENT SURVEY CONTROL
 AG8656  ___________________________________________________________________
 AG8656* NAD 83(1990)-  27 46 12.41147(N)    082 18 11.68950(W)     ADJUSTED  
 AG8656* NAVD 88     -        26.15   (+/-2cm)      85.8    (feet)  VERTCON   
 AG8656  ___________________________________________________________________
 AG8656  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AG8656  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG8656
 AG8656  HORZ ORDER  -  SECOND
 AG8656  VERT ORDER  -  THIRD ? (See Below)
 AG8656
 AG8656.The horizontal coordinates were established by classical geodetic methods
 AG8656.and adjusted by the National Geodetic Survey in May 1991..
 AG8656
 AG8656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8656.The vertical order pertains to the NGVD 29 superseded value.
 AG8656
 AG8656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8656
 AG8656.The geoid height was determined by GEOID03.
 AG8656
 AG8656;                    North         East     Units Scale Factor Converg.
 AG8656;SPC FL W     -   380,771.956   170,110.668   MT  0.99995220   -0 08 28.6
 AG8656;SPC FL W     - 1,249,249.33    558,104.75   sFT  0.99995220   -0 08 28.6
 AG8656;UTM  17      - 3,072,417.724   371,584.242   MT  0.99980355   -0 36 26.3
 AG8656
 AG8656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8656!SPC FL W     -   0.99999981  x   0.99995220  =   0.99995201
 AG8656!UTM  17      -   0.99999981  x   0.99980355  =   0.99980336
 AG8656
 AG8656                          SUPERSEDED SURVEY CONTROL
 AG8656
 AG8656  NAD 83(1986)-  27 46 12.41601(N)    082 18 11.70973(W) AD(       ) 2
 AG8656  NGVD 29 (06/09/89)   26.43   (m)           86.7    (f) LEVELING    3  
 AG8656
 AG8656.Superseded values are not recommended for survey control.
 AG8656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8656.See file dsdata.txt to determine how the superseded data were derived.
 AG8656
 AG8656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7158472418(NAD 83)
 AG8656_MARKER: DE = TRAVERSE STATION DISK
 AG8656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8656_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8656+STABILITY: SURFACE MOTION
 AG8656
 AG8656  HISTORY     - Date     Condition        Report By
 AG8656  HISTORY     - 1984     MONUMENTED       FL-057
 AG8656
 AG8656                          STATION DESCRIPTION
 AG8656
 AG8656'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8656'THE STATION IS LOCATED IN THE BALM AREA OF SOUTHERN HILLSBOROUGH
 AG8656'COUNTY, NEAR THE HILLSBOROUGH CORRECTIONAL INSTITUTION.
 AG8656'
 AG8656'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND COUNTY ROAD
 AG8656'672, PROCEED EAST ON COUNTY ROAD 672 FOR ABOUT 2 MILES TO THE STATION
 AG8656'ON THE SOUTH SIDE OF THE ROAD.
 AG8656'
 AG8656'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BA-B---SET INTO THE
 AG8656'TOP OF A 10 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND,
 AG8656'LOCATED 15.8 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 672, 49.0
 AG8656'FEET SOUTH OF A BARBWIRE FENCE, 15 FEET NORTH OF A BARBWIRE FENCE,
 AG8656'13.3 FEET NORTH OF A TELEPHONE POLE NUMBERED 36 WITH A WITNESS
 AG8656'SIGN.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8657 ***********************************************************************
 AG8657  DESIGNATION -  BA C
 AG8657  PID         -  AG8657
 AG8657  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8657  USGS QUAD   -  RIVERVIEW (1987)
 AG8657
 AG8657                         *CURRENT SURVEY CONTROL
 AG8657  ___________________________________________________________________
 AG8657* NAD 83(1990)-  27 46 12.79813(N)    082 17 44.43014(W)     ADJUSTED  
 AG8657* NAVD 88     -        30.00   (+/-2cm)      98.4    (feet)  VERTCON   
 AG8657  ___________________________________________________________________
 AG8657  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AG8657  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG8657
 AG8657  HORZ ORDER  -  SECOND
 AG8657  VERT ORDER  -  THIRD ? (See Below)
 AG8657
 AG8657.The horizontal coordinates were established by classical geodetic methods
 AG8657.and adjusted by the National Geodetic Survey in May 1991..
 AG8657
 AG8657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8657.The vertical order pertains to the NGVD 29 superseded value.
 AG8657
 AG8657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8657
 AG8657.The geoid height was determined by GEOID03.
 AG8657
 AG8657;                    North         East     Units Scale Factor Converg.
 AG8657;SPC FL W     -   380,782.040   170,857.034   MT  0.99995166   -0 08 16.0
 AG8657;SPC FL W     - 1,249,282.41    560,553.45   sFT  0.99995166   -0 08 16.0
 AG8657;UTM  17      - 3,072,421.737   372,330.553   MT  0.99980119   -0 36 13.6
 AG8657
 AG8657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8657!SPC FL W     -   0.99999921  x   0.99995166  =   0.99995087
 AG8657!UTM  17      -   0.99999921  x   0.99980119  =   0.99980040
 AG8657
 AG8657                          SUPERSEDED SURVEY CONTROL
 AG8657
 AG8657  NAD 83(1986)-  27 46 12.80277(N)    082 17 44.45066(W) AD(       ) 2
 AG8657  NGVD 29 (06/09/89)   30.28   (m)           99.3    (f) LEVELING    3  
 AG8657
 AG8657.Superseded values are not recommended for survey control.
 AG8657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8657.See file dsdata.txt to determine how the superseded data were derived.
 AG8657
 AG8657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7233172422(NAD 83)
 AG8657_MARKER: DE = TRAVERSE STATION DISK
 AG8657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8657_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8657+STABILITY: SURFACE MOTION
 AG8657
 AG8657  HISTORY     - Date     Condition        Report By
 AG8657  HISTORY     - 1984     MONUMENTED       FL-057
 AG8657
 AG8657                          STATION DESCRIPTION
 AG8657
 AG8657'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8657'THE STATION IS LOCATED IN THE BALM AREA OF SOUTHERN HILLSBOROUGH
 AG8657'COUNTY, NEAR THE HILLSBOROUGH CORRECTIONAL INSTITUTION.
 AG8657'
 AG8657'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND COUNTY ROAD
 AG8657'672, PROCEED EAST ON COUNTY ROAD 672 FOR ABOUT 2.45 MILES TO THE
 AG8657'STATION ON THE NORTH SIDE OF THE ROAD.
 AG8657'
 AG8657'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BA-C---SET INTO THE
 AG8657'TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AG8657'LOCATED 14 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 672, 44 FEET
 AG8657'NORTH OF A TELEPHONE POLE NUMBERED 44, 16 FEET SOUTH OF A BARBWIRE
 AG8657'FENCE, 13 FEET SOUTHEAST OF A POWER POLE WITH A WITNESS SIGN.  THERE
 AG8657'IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8658 ***********************************************************************
 AG8658  DESIGNATION -  BA D
 AG8658  PID         -  AG8658
 AG8658  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8658  USGS QUAD   -  RIVERVIEW (1987)
 AG8658
 AG8658                         *CURRENT SURVEY CONTROL
 AG8658  ___________________________________________________________________
 AG8658* NAD 83(1990)-  27 46 12.57830(N)    082 17 25.79055(W)     ADJUSTED  
 AG8658* NAVD 88     -        34.05   (+/-2cm)     111.7    (feet)  VERTCON   
 AG8658  ___________________________________________________________________
 AG8658  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AG8658  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG8658
 AG8658  HORZ ORDER  -  SECOND
 AG8658  VERT ORDER  -  THIRD ? (See Below)
 AG8658
 AG8658.The horizontal coordinates were established by classical geodetic methods
 AG8658.and adjusted by the National Geodetic Survey in May 1991..
 AG8658
 AG8658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8658.The vertical order pertains to the NGVD 29 superseded value.
 AG8658
 AG8658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8658
 AG8658.The geoid height was determined by GEOID03.
 AG8658
 AG8658;                    North         East     Units Scale Factor Converg.
 AG8658;SPC FL W     -   380,774.057   171,367.352   MT  0.99995129   -0 08 07.3
 AG8658;SPC FL W     - 1,249,256.22    562,227.72   sFT  0.99995129   -0 08 07.3
 AG8658;UTM  17      - 3,072,409.606   372,840.713   MT  0.99979958   -0 36 04.9
 AG8658
 AG8658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8658!SPC FL W     -   0.99999857  x   0.99995129  =   0.99994986
 AG8658!UTM  17      -   0.99999857  x   0.99979958  =   0.99979815
 AG8658
 AG8658                          SUPERSEDED SURVEY CONTROL
 AG8658
 AG8658  NAD 83(1986)-  27 46 12.58302(N)    082 17 25.81138(W) AD(       ) 2
 AG8658  NGVD 29 (06/09/89)   34.33   (m)          112.6    (f) LEVELING    3  
 AG8658
 AG8658.Superseded values are not recommended for survey control.
 AG8658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8658.See file dsdata.txt to determine how the superseded data were derived.
 AG8658
 AG8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7284172410(NAD 83)
 AG8658_MARKER: DE = TRAVERSE STATION DISK
 AG8658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8658_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8658+STABILITY: SURFACE MOTION
 AG8658
 AG8658  HISTORY     - Date     Condition        Report By
 AG8658  HISTORY     - 1984     MONUMENTED       FL-057
 AG8658
 AG8658                          STATION DESCRIPTION
 AG8658
 AG8658'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8658'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE BALM AREA OF
 AG8658'SOUTHERN HILLSBOROUGH COUNTY.
 AG8658'
 AG8658'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND COUNTY ROAD
 AG8658'672, PROCEED EAST ON BALM ROAD(COUNTY ROAD 672), FOR ABOUT 2.8 MILES
 AG8658'TO THE STATION ON THE SOUTH SIDE OF THE ROAD.
 AG8658'
 AG8658'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BA-D---SET INTO THE
 AG8658'TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AG8658'LOCATED 16.5 FEET SOUTH OF THE CENTERLINE OF BALM ROAD, 54 FEET
 AG8658'NORTHWEST OF A TELEPHONE POLE NUMBERED 304, 42 FEET SOUTH OF A
 AG8658'POWER POLE NUMBERED 306, 16 FEET WEST OF THE CENTERLINE OF A DIRT
 AG8658'ROAD, 7 FEET NORTH OF A GUIDE WIRE POLE WITH A WITNESS SIGN.  THERE
 AG8658'IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8659 ***********************************************************************
 AG8659  DESIGNATION -  BA E
 AG8659  PID         -  AG8659
 AG8659  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8659  USGS QUAD   -  RIVERVIEW (1987)
 AG8659
 AG8659                         *CURRENT SURVEY CONTROL
 AG8659  ___________________________________________________________________
 AG8659* NAD 83(1990)-  27 46 13.08872(N)    082 16 53.31737(W)     ADJUSTED  
 AG8659* NAVD 88     -        39.11   (+/-2cm)     128.3    (feet)  VERTCON   
 AG8659  ___________________________________________________________________
 AG8659  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AG8659  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AG8659
 AG8659  HORZ ORDER  -  SECOND
 AG8659  VERT ORDER  -  THIRD ? (See Below)
 AG8659
 AG8659.The horizontal coordinates were established by classical geodetic methods
 AG8659.and adjusted by the National Geodetic Survey in May 1991..
 AG8659
 AG8659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8659.The vertical order pertains to the NGVD 29 superseded value.
 AG8659
 AG8659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8659
 AG8659.The geoid height was determined by GEOID03.
 AG8659
 AG8659;                    North         East     Units Scale Factor Converg.
 AG8659;SPC FL W     -   380,787.701   172,256.474   MT  0.99995067   -0 07 52.1
 AG8659;SPC FL W     - 1,249,300.98    565,144.78   sFT  0.99995067   -0 07 52.1
 AG8659;UTM  17      - 3,072,416.016   373,729.781   MT  0.99979680   -0 35 49.8
 AG8659
 AG8659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8659!SPC FL W     -   0.99999778  x   0.99995067  =   0.99994845
 AG8659!UTM  17      -   0.99999778  x   0.99979680  =   0.99979458
 AG8659
 AG8659                          SUPERSEDED SURVEY CONTROL
 AG8659
 AG8659  NAD 83(1986)-  27 46 13.09353(N)    082 16 53.33849(W) AD(       ) 2
 AG8659  NGVD 29 (06/09/89)   39.39   (m)          129.2    (f) LEVELING    3  
 AG8659
 AG8659.Superseded values are not recommended for survey control.
 AG8659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8659.See file dsdata.txt to determine how the superseded data were derived.
 AG8659
 AG8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7373072416(NAD 83)
 AG8659_MARKER: DE = TRAVERSE STATION DISK
 AG8659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8659_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8659+STABILITY: SURFACE MOTION
 AG8659
 AG8659  HISTORY     - Date     Condition        Report By
 AG8659  HISTORY     - 1984     MONUMENTED       FL-057
 AG8659
 AG8659                          STATION DESCRIPTION
 AG8659
 AG8659'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8659'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE BALM AREA OF
 AG8659'SOUTHERN HILLSBOROUGH COUNTY.
 AG8659'
 AG8659'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8659'60, PROCEED SOUTHERLY ON HWY 301 TO THE INTERSECTION WITH COUNTY
 AG8659'ROAD 672(BALM ROAD), GO EAST ON COUNTY ROAD 672 FOR ABOUT 3.35 MILES
 AG8659'TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 AG8659'
 AG8659'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BA-E---SET INTO THE
 AG8659'TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AG8659'LOCATED 14.7 FEET NORTH OF THE  T -INTERSECTION OF COUNTY ROAD 672
 AG8659'AND MCGRADY ROAD, 49.7 FEET SOUTHEAST OF A POWER POLE, 29.87 FEET
 AG8659'SOUTHEAST OF A HEADWALL, 22.5 FEET SOUTHEAST OF A 12 INCH PINE TREE,
 AG8659'18.0 FEET SOUTH OF A BARBWIRE FENCE, 14.7 FEET NORTH OF THE CENTERLINE
 AG8659'OF STATE ROAD 672.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY
 AG8659'TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8660 ***********************************************************************
 AG8660  DESIGNATION -  BA F
 AG8660  PID         -  AG8660
 AG8660  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8660  USGS QUAD   -  WIMAUMA (1987)
 AG8660
 AG8660                         *CURRENT SURVEY CONTROL
 AG8660  ___________________________________________________________________
 AG8660* NAD 83(1990)-  27 44 21.56047(N)    082 15 39.93154(W)     ADJUSTED  
 AG8660* NAVD 88     -        34.30   (+/-2cm)     112.5    (feet)  VERTCON   
 AG8660  ___________________________________________________________________
 AG8660  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AG8660  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG8660
 AG8660  HORZ ORDER  -  SECOND
 AG8660  VERT ORDER  -  THIRD ? (See Below)
 AG8660
 AG8660.The horizontal coordinates were established by classical geodetic methods
 AG8660.and adjusted by the National Geodetic Survey in May 1991..
 AG8660
 AG8660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8660.The vertical order pertains to the NGVD 29 superseded value.
 AG8660
 AG8660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8660
 AG8660.The geoid height was determined by GEOID03.
 AG8660
 AG8660;                    North         East     Units Scale Factor Converg.
 AG8660;SPC FL W     -   377,350.378   174,258.421   MT  0.99994935   -0 07 17.5
 AG8660;SPC FL W     - 1,238,023.70    571,712.84   sFT  0.99994935   -0 07 17.5
 AG8660;UTM  17      - 3,068,963.073   375,703.411   MT  0.99979070   -0 35 13.4
 AG8660
 AG8660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8660!SPC FL W     -   0.99999853  x   0.99994935  =   0.99994788
 AG8660!UTM  17      -   0.99999853  x   0.99979070  =   0.99978923
 AG8660
 AG8660                          SUPERSEDED SURVEY CONTROL
 AG8660
 AG8660  NAD 83(1986)-  27 44 21.56501(N)    082 15 39.95399(W) AD(       ) 2
 AG8660  NGVD 29 (06/09/89)   34.58   (m)          113.5    (f) LEVELING    3  
 AG8660
 AG8660.Superseded values are not recommended for survey control.
 AG8660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8660.See file dsdata.txt to determine how the superseded data were derived.
 AG8660
 AG8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7570368963(NAD 83)
 AG8660_MARKER: DE = TRAVERSE STATION DISK
 AG8660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8660_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8660+STABILITY: SURFACE MOTION
 AG8660
 AG8660  HISTORY     - Date     Condition        Report By
 AG8660  HISTORY     - 1985     MONUMENTED       FL-057
 AG8660
 AG8660                          STATION DESCRIPTION
 AG8660
 AG8660'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8660'THE STATION IS LOCATED IN THE WINAUMA AREA OF SOUTHERN HILLSBOROUGH
 AG8660'COUNTY.
 AG8660'
 AG8660'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 674 AND
 AG8660'HWY 39, PROCEED WEST ON STATE ROAD 674 FOR ABOUT 7.7 MILES TO THE
 AG8660'INTERSECTION WITH BALM WINAUMA ROAD, TURN NORTH ON BALM WINAUMA ROAD
 AG8660'FOR ABOUT 4.3 MILES TO THE STATION ON THE EAST SIDE OF BALM WINAUMA
 AG8660'ROAD.
 AG8660'
 AG8660'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BA-F---SET INTO THE
 AG8660'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT RECESSED 3 INCHES BELOW
 AG8660'GROUND, LOCATED 19.41 FEET EAST OF THE CENTERLINE OF BALM WINAUMA
 AG8660'ROAD, 50.7 FEET EAST SOUTHEAST OF A POWER POLE, 52.6 FEET NORTH
 AG8660'NORTHEAST OF A BLACK CHEMICAL TANK LYING HORIZONTALLY AT THE EDGE OF
 AG8660'AN ORANGE GROVE, 15 FEET NORTHEAST OF A SOUTH END OF A CONCRETE
 AG8660'CULVERT UNDER A DIRT DRIVEWAY, 2 FEET WEST OF A METAL WITNESS POST.
 AG8660'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0373 ***********************************************************************
 AS0373  DESIGNATION -  BA FLDNR
 AS0373  PID         -  AS0373
 AS0373  STATE/COUNTY-  FL/WAKULLA
 AS0373  USGS QUAD   -  ST TERESA (1992)
 AS0373
 AS0373                         *CURRENT SURVEY CONTROL
 AS0373  ___________________________________________________________________
 AS0373* NAD 83(1986)-  29 58 45.     (N)    084 23 01.     (W)     SCALED    
 AS0373* NAVD 88     -         2.661  (meters)       8.73   (feet)  ADJUSTED  
 AS0373  ___________________________________________________________________
 AS0373  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AS0373  DYNAMIC HT  -           2.657 (meters)       8.72  (feet)  COMP
 AS0373  MODELED GRAV-     979,330.8   (mgal)                       NAVD 88
 AS0373
 AS0373  VERT ORDER  -  SECOND    CLASS I
 AS0373
 AS0373.The horizontal coordinates were scaled from a topographic map and have
 AS0373.an estimated accuracy of +/- 6 seconds.
 AS0373
 AS0373.The orthometric height was determined by differential leveling
 AS0373.and adjusted by the National Geodetic Survey in June 1991..
 AS0373
 AS0373.The geoid height was determined by GEOID03.
 AS0373
 AS0373.The dynamic height is computed by dividing the NAVD 88
 AS0373.geopotential number by the normal gravity value computed on the
 AS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0373.degrees latitude (g = 980.6199 gals.).
 AS0373
 AS0373.The modeled gravity was interpolated from observed gravity values.
 AS0373
 AS0373;                    North         East    Units  Estimated Accuracy
 AS0373;SPC FL N     -   108,540.      611,230.      MT  (+/- 180 meters Scaled)
 AS0373
 AS0373                          SUPERSEDED SURVEY CONTROL
 AS0373
 AS0373.No superseded survey control is available for this station.
 AS0373
 AS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU524193(NAD 83)
 AS0373_MARKER: Z = SEE DESCRIPTION
 AS0373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0373_STAMPING: DNR BA
 AS0373_MARK LOGO: FLDT  
 AS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0373+STABILITY: SURFACE MOTION
 AS0373
 AS0373  HISTORY     - Date     Condition        Report By
 AS0373  HISTORY     - 1977     MONUMENTED       FLDNR
 AS0373  HISTORY     - 1979     GOOD             FLDNR
 AS0373  HISTORY     - 1983     GOOD             FLDNR
 AS0373
 AS0373                          STATION DESCRIPTION
 AS0373
 AS0373'DESCRIBED BY FL DEPT OF NAT RES 1977
 AS0373'3.6 MI SOUTH FROM PANACEA.
 AS0373'BEGINNING AT THE POST OFFICE AT PANACEA GO SOUTHERLY ALONG US 98 3.65
 AS0373'MILES. MARK BEARS 189 FEET WEST OF US 98 CENTERLINE, 27.5 FEET NORTH
 AS0373'OF SR 372 CENTERLINE. MARK IS A 2.25 INCH BRASS FLORIDA LAKE BENCH
 AS0373'MARK DISK.
 AS0373
 AS0373                          STATION RECOVERY (1979)
 AS0373
 AS0373'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AS0373'BEGINNING AT THE POST OFFICE AT PANACEA GO SOUTHERLY ALONG US 98
 AS0373'3.65 MILES. THE MARK BEARS 189 FEET WEST OF US 98 CENTERLINE, 27.5
 AS0373'FEET NORTH OF SR 372 CENTERLINE.
 AS0373
 AS0373                          STATION RECOVERY (1983)
 AS0373
 AS0373'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7647 ***********************************************************************
 AD7647  DESIGNATION -  BABCOCK
 AD7647  PID         -  AD7647
 AD7647  STATE/COUNTY-  FL/CHARLOTTE
 AD7647  USGS QUAD   -  TELEGRAPH SWAMP (1987)
 AD7647
 AD7647                         *CURRENT SURVEY CONTROL
 AD7647  ___________________________________________________________________
 AD7647* NAD 83(1990)-  26 51 00.85429(N)    081 39 45.11046(W)     ADJUSTED  
 AD7647* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AD7647  ___________________________________________________________________
 AD7647  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AD7647  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AD7647
 AD7647  HORZ ORDER  -  SECOND
 AD7647
 AD7647.The horizontal coordinates were established by classical geodetic methods
 AD7647.and adjusted by the National Geodetic Survey in May 1991..
 AD7647
 AD7647.The orthometric height was scaled from a topographic map.
 AD7647
 AD7647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7647
 AD7647.The geoid height was determined by GEOID03.
 AD7647
 AD7647;                    North         East     Units Scale Factor Converg.
 AD7647;SPC FL W     -   278,855.580   233,537.881   MT  0.99995506   +0 09 08.7
 AD7647;SPC FL W     -   914,878.68    766,198.86   sFT  0.99995506   +0 09 08.7
 AD7647;UTM  17      - 2,970,019.708   434,179.164   MT  0.99965348   -0 17 57.3
 AD7647
 AD7647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7647!SPC FL W     -   1.00000231  x   0.99995506  =   0.99995737
 AD7647!UTM  17      -   1.00000231  x   0.99965348  =   0.99965579
 AD7647
 AD7647:                Primary Azimuth Mark                     Grid Az
 AD7647:SPC FL W     -  BABCOCK AZ MK                            000 42 59.3
 AD7647:UTM  17      -  BABCOCK AZ MK                            001 10 05.3
 AD7647
 AD7647|---------------------------------------------------------------------|
 AD7647| PID    Reference Object                     Distance      Geod. Az  |
 AD7647|                                                           dddmmss.s |
 AD7647| AD8708 BABCOCK AZ MK                       APPROX. 0.8 KM 0005208.0 |
 AD7647| CW8427 BABCOCK RM 1                         31.081 METERS 00855     |
 AD7647| CW8428 BABCOCK RM 2                         37.972 METERS 21054     |
 AD7647|---------------------------------------------------------------------|
 AD7647
 AD7647                          SUPERSEDED SURVEY CONTROL
 AD7647
 AD7647  NAD 83(1986)-  26 51 00.85470(N)    081 39 45.12447(W) AD(       ) 2
 AD7647  NAD 27      -  26 50 59.62830(N)    081 39 45.83547(W) AD(       ) 2
 AD7647  NGVD 29 (07/19/86)   10.12   (m)           33.2    (f) LEVELING    3  
 AD7647
 AD7647.Superseded values are not recommended for survey control.
 AD7647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7647.See file dsdata.txt to determine how the superseded data were derived.
 AD7647
 AD7647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3417970020(NAD 83)
 AD7647_MARKER: DS = TRIANGULATION STATION DISK
 AD7647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD7647+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 AD7647
 AD7647  HISTORY     - Date     Condition        Report By
 AD7647  HISTORY     - 1937     MONUMENTED       CGS
 AD7647  HISTORY     - 1955     GOOD             CGS
 AD7647  HISTORY     - 20060723 GOOD             GEOCAC
 AD7647
 AD7647                          STATION DESCRIPTION
 AD7647
 AD7647'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RAE)
 AD7647'THE STATION IS APPROXIMATELY 8 MILES NORTH OF ALVA, NEAR A
 AD7647'NORTH-SOUTH SECTION-LINE FENCE ON PROPERTY OWNED BY MR. B.B.
 AD7647'BABCOCK OF PUNTA CORDA.  IT LIES ABOUT 5 MILES EAST OF STATE
 AD7647'HIGHWAY 2 ON CUT-OVER TIMBER LAND.  IT IS 16.0 FEET WEST OF THE
 AD7647'NORTH-SOUTH SECTION-LINE FENCE, AND ABOUT 35 FEET NORTHWEST OF
 AD7647'THE EDGE OF AN OLD LAKE MARSH.  MARK PROJECTS 6 INCHES.
 AD7647'
 AD7647'REFERENCE MARK NO. 1 IS 101.96 FEET NORTH-NORTHEAST OF THE
 AD7647'STATION, AND 2.0 FEET WEST OF THE NORTH-SOUTH SECTION-LINE
 AD7647'FENCE.  MARK PROJECTS 8 INCHES.
 AD7647'
 AD7647'REFERENCE MARK NO. 2 IS 124.57 FEET SOUTHWEST OF THE STATION AND
 AD7647'ABOUT 80 FEET WEST OF THE SECTION-LINE FENCE.  MARK PROJECTS 8
 AD7647'INCHES.
 AD7647'
 AD7647'AZIMUTH MARK IS 0.45 MILE NORTH OF THE STATION, 4.5 FEET WEST OF
 AD7647'THE SECTION-LINE FENCE, AND 36.0 FEET SOUTH OF A WOODEN GATE.  MARK
 AD7647'PROJECTS 8 INCHES.
 AD7647'
 AD7647'TO REACH FROM OLGA AND THE JUNCTION OF STATE HIGHWAYS 25 AND 2,
 AD7647'GO NORTH ON HIGHWAY 2 FOR 6.3 MILES TO THE LEE-CHARLOTTE COUNTY
 AD7647'LINE AND CONTINUE NORTH ON THE HIGHWAY FOR 6.0 MILES (3.9 MILES
 AD7647'NORTH OF STATION HICKMAN) TO A BRIDGE, TURN RIGHT ACROSS ANOTHER
 AD7647'BRIDGE AND PASS THROUGH A CATTLE GUARD ON A GRADED SAND
 AD7647'ROAD.  FOLLOW THIS GRADE EASTWARD AND PASS THROUGH TWO WIRE
 AD7647'GATES, CROSSING TELEGRAPH CREEK RIDGE AT 3 MILES.  CONTINUE ON
 AD7647'GRADE FOR 1.7 MILES TO ITS END.  THERE ARE THREE SMALL BRIDGES
 AD7647'ON THIS ROAD WHICH ARE IN A POOR STATE OF REPAIR, BUT THOUGHT TO
 AD7647'BE SAFE.  AN INSPECTION OF BRIDGE BEFORE CROSSING IS ADVISED.
 AD7647'FROM THE END OF THE GRADE, CONTINUE EAST ON TRACK ROAD FOR
 AD7647'1.5 MILES TO THE NORTH-SOUTH SECTION-LINE FENCE AND A WOODEN
 AD7647'GATE.  TURN RIGHT (SOUTH) ALONG THIS FENCE LINE AND PROCEED
 AD7647'ALONG THE FENCE AS FAR AS CONDITIONS WILL PERMIT OR 0.45 MILE
 AD7647'TO THE STATION ON THE EDGE OF AN OLD LAKE MARSH.
 AD7647'
 AD7647'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AD7647'BRONZE DISKS SET.
 AD7647'
 AD7647'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 AD7647
 AD7647                          STATION RECOVERY (1955)
 AD7647
 AD7647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RHT)
 AD7647'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AD7647'AS DESCRIBED IN THE 1937 DESCRIPTION.  ALL DISTANCE AND DIRECTIONS
 AD7647'WERE CHECKED.  THE AZIMUTH MARK DISK WAS FOUND TO BE A REFERENCE
 AD7647'MARK DISK AND REFERENCE MARK NO 1 AN AZIMUTH MARK DISK.  A NEW
 AD7647'DESCRIPTION FOLLOWS.
 AD7647'
 AD7647'STATION IS LOCATED ABOUT 24 MILES EAST-SOUTHEAST OF PUNTA GORDA, 9
 AD7647'MILES NORTH-NORTHEAST OF OLGA AND ON PROPERTY OWNED BY MR. KNOX
 AD7647'O NEAL.  IT IS 16 FEET WEST OF A FENCE AND 5 FEET SOUTHWEST OF A
 AD7647'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 AD7647'BABCOCK 1937.
 AD7647'
 AD7647'REFERENCE MARK NO 1 IS 4 FEET NORTH-NORTHWEST OF A FENCE POST
 AD7647'WHICH IS PAINTED WHITE AND 2 FEET WEST OF A FENCE.  THE MARK
 AD7647'PROJECTS 6 INCHES AND AN AZIMUTH MARK DISK STAMPED BABCOCK NO 1
 AD7647'1937.
 AD7647'
 AD7647'REFERENCE MARK NO 2 IS 80 FEET WEST OF A FENCE.  THE MARK PROJECTS
 AD7647'6 INCHES AND THE DISK IS STAMPED BABCOCK NO 2 1937.
 AD7647'
 AD7647'AZIMUTH MARK IS 36 FEET SOUTH OF A WOODEN GATE, 3 FEET WEST OF A
 AD7647'FENCE AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 8
 AD7647'INCHES AND A REFERENCE MARK DISK STAMPED BABCOCK AZIMUTH 1937.
 AD7647'
 AD7647'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 41 IN PUNTA
 AD7647'GORDA.  GO EASTERLY ON U.S. HIGHWAY 17 FOR 3.4 MILES TO THE
 AD7647'JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY S-47--TURN RIGHT
 AD7647'(EAST) ON STATE HIGHWAY S-74 FOR 14.35 MILES TO THE JUNCTION OF
 AD7647'STATE HIGHWAYS S-74 AND 31--TURN RIGHT (SOUTH) ON STATE HIGHWAY
 AD7647'31 FOR 5.9 MILES TO A SIDE ROAD LEFT--TURN LEFT (EAST) CROSSING A
 AD7647'BRIDGE AND FOLLOW A NARROW SURFACED ROAD FOR 2.55 MILES.
 AD7647'HERE CONTINUE STRAIGHT AHEAD (EAST) ON A SAND ROAD FOR 0.15
 AD7647'MILE TO A BOARD GATE.  CONTINUE (EAST) THROUGH THE GATE AND
 AD7647'FOLLOW ALONG A RIDGE FOR 1.95 MILES.  HERE CONTINUE (EAST) ON A
 AD7647'SAND TRACK ROAD FOR 1.6 MILES TO A BOARD GATE AND THE AZIMUTH MARK
 AD7647'AS DESCRIBED.  TURN RIGHT (SOUTH) AND FOLLOW A DIM TRACK ROAD
 AD7647'ALONG THE WEST SIDE OF A FENCE-LINE FOR 0.45 MILE AND THE
 AD7647'STATION.
 AD7647
 AD7647                          STATION RECOVERY (2006)
 AD7647
 AD7647'RECOVERY NOTE BY GEOCACHING 2006 (DKJ)
 AD7647'FOUR WHEEL DRIVE IS RECOMENDED
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8708 ***********************************************************************
 AD8708  DESIGNATION -  BABCOCK AZ MK
 AD8708  PID         -  AD8708
 AD8708  STATE/COUNTY-  FL/CHARLOTTE
 AD8708  USGS QUAD   -  TELEGRAPH SWAMP (1987)
 AD8708
 AD8708                         *CURRENT SURVEY CONTROL
 AD8708  ___________________________________________________________________
 AD8708* NAD 83(1999)-  26 51 25.70369(N)    081 39 44.70430(W)     ADJUSTED  
 AD8708* NAVD 88     -        10.8    (meters)      35.     (feet)  GPS OBS   
 AD8708  ___________________________________________________________________
 AD8708  X           -     825,665.999 (meters)                     COMP
 AD8708  Y           -  -5,633,861.852 (meters)                     COMP
 AD8708  Z           -   2,864,096.491 (meters)                     COMP
 AD8708  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AD8708  ELLIP HEIGHT-         -13.69  (meters)          (07/06/01) GPS OBS
 AD8708  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AD8708
 AD8708  HORZ ORDER  -  FIRST
 AD8708  ELLP ORDER  -  FOURTH    CLASS II
 AD8708
 AD8708.The horizontal coordinates were established by GPS observations
 AD8708.and adjusted by the National Geodetic Survey in July 2001..
 AD8708
 AD8708.The orthometric height was determined by GPS observations and a
 AD8708.high-resolution geoid model.
 AD8708
 AD8708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8708
 AD8708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8708
 AD8708.The ellipsoidal height was determined by GPS observations
 AD8708.and is referenced to NAD 83.
 AD8708
 AD8708.The geoid height was determined by GEOID03.
 AD8708
 AD8708;                    North         East     Units Scale Factor Converg.
 AD8708;SPC FL W     -   279,620.390   233,547.058   MT  0.99995506   +0 09 09.0
 AD8708;SPC FL W     -   917,387.90    766,228.97   sFT  0.99995506   +0 09 09.0
 AD8708;UTM  17      - 2,970,784.192   434,194.366   MT  0.99965346   -0 17 57.4
 AD8708
 AD8708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8708!SPC FL W     -   1.00000215  x   0.99995506  =   0.99995721
 AD8708!UTM  17      -   1.00000215  x   0.99965346  =   0.99965561
 AD8708
 AD8708                          SUPERSEDED SURVEY CONTROL
 AD8708
 AD8708  NAD 83(1990)-  26 51 25.70189(N)    081 39 44.70362(W) AD(       ) 1
 AD8708  ELLIP H (11/12/93)  -13.67   (m)                       GP(       ) 4 1
 AD8708
 AD8708.Superseded values are not recommended for survey control.
 AD8708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8708.See file dsdata.txt to determine how the superseded data were derived.
 AD8708
 AD8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3419470784(NAD 83)
 AD8708_MARKER: DR = REFERENCE MARK DISK
 AD8708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8708_SP_SET: CONCRETE POST
 AD8708_STAMPING: BABCOCK AZIMUTH 1937
 AD8708_MARK LOGO: CGS   
 AD8708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8708+STABILITY: SURFACE MOTION
 AD8708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8708+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 AD8708
 AD8708  HISTORY     - Date     Condition        Report By
 AD8708  HISTORY     - 1937     MONUMENTED       CGS
 AD8708  HISTORY     - 19920921 GOOD             DENI
 AD8708  HISTORY     - 20060723 GOOD             GEOCAC
 AD8708
 AD8708                          STATION DESCRIPTION
 AD8708
 AD8708'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8708'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8708'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 1, TWP 42S,
 AD8708'RGE 26E, 6.0 MI (9.7 KM) NORTH OF THE CHARLOTTE/LEE COUNTY LINE, 6.0
 AD8708'MI (9.7 KM) WEST OF THE CHARLOTTE/GLADES COUNTY LINE, IN THE BABCOCK
 AD8708'RANCH, 24.5 MI (39.4 KM) EAST SOUTHEAST OF PUNTA GORDA.  STATION IS
 AD8708'LOCATED ON BABCOCK RANCH PROPERTY.  CONTACT RANCH OFFICE - (813)
 AD8708'639-3958.
 AD8708'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8708'74 IN NORTHEAST CHARLOTTE COUNTY, GO SOUTH 4.2 MI (6.8 KM) ON STATE
 AD8708'ROUTE 31 TO A PAVED ENTRANCE ROAD INTO BABCOCK RANCH, THEN EAST 2.7
 AD8708'MI (4.3 KM) ALONG ROAD TO RANCH HEADQUARTERS (A 2 STORY WHITE FRAME
 AD8708'BUILDING), THEN SOUTHEAST 1.1 MI (1.8 KM) ALONG PAVED ROAD TO THE END
 AD8708'OF PAVEMENT AND A --T-- INTERSECTION WITH A DIRT ROAD, THEN EASTERLY
 AD8708'3.65 MI (5.87 KM) ALONG MAIN DIRT ROAD TO A FENCE AND CATTLE GUARD
 AD8708'AND THE STATION, WEST OF THE FENCE, ABOUT 100 FT (30.5 M) SOUTH OF
 AD8708'THE MAIN DIRT ROAD.
 AD8708'STATION IS 100 FT (30.5 M) SOUTH OF THE CENTERLINE OF THE MAIN ROAD,
 AD8708'158 FT (48.2 M) NORTH OF A WIRE FENCE CORNER, 2.6 FT (0.8 M) EAST OF
 AD8708'A 3 INCH DIAMETER STEEL PIPE PROJECTING 4.2 FT (1.3 M) ABOVE GROUND
 AD8708'LEVEL, 3.1 FT (0.9 M) WEST OF A CARSONITE WITNESS POST IN THE FENCE
 AD8708'LINE.
 AD8708'STATION MARK IS A U.S. COAST AND GEODETIC BRASS REFERENCE MARK DISK
 AD8708'SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 5 INCHES
 AD8708'ABOVE GROUND LEVEL.
 AD8708'STATION BABCOCK AND ITS REFERENCE MARKS NOT SEARCHED FOR.
 AD8708
 AD8708                          STATION RECOVERY (2006)
 AD8708
 AD8708'RECOVERY NOTE BY GEOCACHING 2006 (DKJ)
 AD8708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0467 ***********************************************************************
 AF0467  DESIGNATION -  BABSON RESET
 AF0467  PID         -  AF0467
 AF0467  STATE/COUNTY-  FL/POLK
 AF0467  USGS QUAD   -  BABSON PARK (1988)
 AF0467
 AF0467                         *CURRENT SURVEY CONTROL
 AF0467  ___________________________________________________________________
 AF0467* NAD 83(1999)-  27 48 51.31828(N)    081 32 09.00096(W)     ADJUSTED  
 AF0467* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 AF0467  ___________________________________________________________________
 AF0467  X           -     830,952.528 (meters)                     COMP
 AF0467  Y           -  -5,583,920.168 (meters)                     COMP
 AF0467  Z           -   2,958,344.374 (meters)                     COMP
 AF0467  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AF0467  ELLIP HEIGHT-          62.60  (meters)          (07/06/01) GPS OBS
 AF0467  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AF0467
 AF0467  HORZ ORDER  -  FIRST
 AF0467  ELLP ORDER  -  FOURTH    CLASS II
 AF0467
 AF0467.The horizontal coordinates were established by classical geodetic methods
 AF0467.and adjusted by the National Geodetic Survey in July 2001..
 AF0467
 AF0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0467
 AF0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF0467
 AF0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0467
 AF0467.The ellipsoidal height was determined by GPS observations
 AF0467.and is referenced to NAD 83.
 AF0467
 AF0467.The geoid height was determined by GEOID03.
 AF0467
 AF0467;                    North         East     Units Scale Factor Converg.
 AF0467;SPC FL W     -   385,712.761   245,731.916   MT  0.99996698   +0 12 59.7
 AF0467;SPC FL W     - 1,265,459.28    806,205.46   sFT  0.99996698   +0 12 59.7
 AF0467;UTM  17      - 3,076,741.882   447,224.989   MT  0.99963438   -0 15 00.1
 AF0467
 AF0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0467!SPC FL W     -   0.99999017  x   0.99996698  =   0.99995715
 AF0467!UTM  17      -   0.99999017  x   0.99963438  =   0.99962455
 AF0467
 AF0467:                Primary Azimuth Mark                     Grid Az
 AF0467:SPC FL W     -  BABSON AZ MK                             092 07 49.3
 AF0467:UTM  17      -  BABSON AZ MK                             092 35 49.1
 AF0467
 AF0467|---------------------------------------------------------------------|
 AF0467| PID    Reference Object                     Distance      Geod. Az  |
 AF0467|                                                           dddmmss.s |
 AF0467| CW6913 BABSON AZ MK                                       0922049.0 |
 AF0467| CW6915 BABSON RM 1                          27.490 METERS 13333     |
 AF0467| CW6916 BABSON RM 2                          24.280 METERS 21717     |
 AF0467| AF0465 MOUNTAIN LAKE SINGING TOWER         APPROX.14.0 KM 3430023.9 |
 AF0467|---------------------------------------------------------------------|
 AF0467
 AF0467                          SUPERSEDED SURVEY CONTROL
 AF0467
 AF0467  ELLIP H (12/04/92)   62.57   (m)                       GP(       ) 3 2
 AF0467  NAD 83(1990)-  27 48 51.32206(N)    081 32 09.00381(W) AD(       ) 1
 AF0467  NAD 83(1986)-  27 48 51.33078(N)    081 32 09.02398(W) AD(       ) 1
 AF0467  NAD 27      -  27 48 50.23300(N)    081 32 09.75200(W) AD(       ) 1
 AF0467  NGVD 29 (12/04/92)   89.3    (m)          293.     (f) GPS OBS        
 AF0467
 AF0467.Superseded values are not recommended for survey control.
 AF0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0467.See file dsdata.txt to determine how the superseded data were derived.
 AF0467
 AF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4722576742(NAD 83)
 AF0467_MARKER: DS = TRIANGULATION STATION DISK
 AF0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0467_SP_SET: CONCRETE POST
 AF0467_STAMPING: BABSON 1935 1975
 AF0467_MARK LOGO: NGS   
 AF0467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0467+STABILITY: SURFACE MOTION
 AF0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF0467+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 AF0467
 AF0467  HISTORY     - Date     Condition        Report By
 AF0467  HISTORY     - 1935     MONUMENTED       CGS
 AF0467  HISTORY     - 1936     GOOD             CGS
 AF0467  HISTORY     - 1941     GOOD             CGS
 AF0467  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AF0467  HISTORY     - 1958     MARK NOT FOUND   CGS
 AF0467  HISTORY     - 1975     SEE DESCRIPTION  NGS
 AF0467  HISTORY     - 1975     GOOD             NGS
 AF0467  HISTORY     - 19910723 GOOD             KEISCH
 AF0467  HISTORY     - 19970203 GOOD             USPSQD
 AF0467  HISTORY     - 20030918 GOOD             FL-105
 AF0467  HISTORY     - 20050115 GOOD             KEISCH
 AF0467
 AF0467                          STATION DESCRIPTION
 AF0467
 AF0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 AF0467'STATION IS 2.0 MILES WSW OF BABSON PARK ON HIGHWAY 8 ON THE N
 AF0467'SIDE OF THE ROAD WHERE THE ROAD MAKES A 1/2 MILE JOG E AND
 AF0467'W.  STATION IS ON OPEN GROUND ABOUT 6 FEET ABOVE THE ROAD IN
 AF0467'ELEVATION, 60 FEET N OF THE CENTER LINE OF THE ROAD, 20 FEET N
 AF0467'OF THE EDGE OF THE BANK, 40 FEET NE OF A PINE TREE AT THE EDGE
 AF0467'OF THE BANK.  MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AF0467'
 AF0467'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AF0467'DISKS SET IN CONCRETE AS DESCRIBED.
 AF0467'
 AF0467'REFERENCE MARK NO.1 IS SE OF THE STATION 40 FEET S OF THE
 AF0467'CENTER LINE OF THE ROAD, 6 FEET W OF A TELEPHONE POLE.  MARK
 AF0467'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 AF0467'
 AF0467'REFERENCE MARK NO.2 IS SW OF THE STATION, 30 FEET S OF THE
 AF0467'CENTER LINE OF ROAD, ON TOP OF A SMALL BANK ON THE S SIDE OF
 AF0467'THE ROAD.  MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 AF0467'
 AF0467'AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 8 FEET W OF THE
 AF0467'TELEPHONE POLE NO.320, 50 FEET S OF THE CENTER LINE OF THE ROAD
 AF0467'WHERE THE ROAD BENDS TO THE N AND TO THE W TOWARD THE STATION.
 AF0467'MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 AF0467'
 AF0467'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT THIS
 AF0467'STATION.
 AF0467'
 AF0467'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION.
 AF0467'
 AF0467'THE AZIMUTH MARK IS VISIBLE FROM THE GROUND AT THE STATION
 AF0467'USING A 4-FOOT STAND AT THE MARK.
 AF0467
 AF0467                          STATION RECOVERY (1936)
 AF0467
 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP)
 AF0467'STATION RECOVERED, MARKS FOUND IN GOOD CONDITION.  ALL
 AF0467'DISTANCES IN DESCRIPTION CORRECTED AS FOLLOWS--
 AF0467'
 AF0467'STATION IS 2.0 MILES WSW OF BABSON PARK ON HIGHWAY 8 ON THE N
 AF0467'SIDE OF THE ROAD WHERE THE ROAD MAKES A 1/2 MILE JOG E AND W, ON
 AF0467'LAND MANAGED BY THE CITRUS GROVE DEVELOPEMENT COMPANY OF BABSON
 AF0467'PARK.  STATION IS ON THE S SIDE OF SMALL VACANT LOT WHICH IS
 AF0467'BORDERED ON THE E, W AND N BY ORANGE GROVES.  IT IS ABOUT 6
 AF0467'FEET ABOVE THE ROAD IN ELEVATION, 39 FEET N OF THE CENTER LINE
 AF0467'OF THE ROAD, 13 FEET N OF THE EDGE OF THE BANK, 25.5 FEET NE OF
 AF0467'A BLAZED 12-INCH PINE TREE WHICH IS AT THE EDGE OF THE BANK.
 AF0467'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AF0467'
 AF0467'REFERENCE MARK NO.1 IS SE OF THE STATION, 24 FEET S OF THE
 AF0467'CENTER LINE OF THE ROAD, 5 FEET W OF TELEPHONE POLE.  MARK IS
 AF0467'FLUSH WITH SURFACE OF THE GROUND.
 AF0467'
 AF0467'REFERENCE MARK NO.2 IS SW OF THE STATION, 25 FEET S OF THE
 AF0467'CENTER LINE OF THE ROAD, ON TOP OF A SMALL BANK ON THE S SIDE
 AF0467'OF THE ROAD.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 AF0467'
 AF0467'AZIMUTH MARK IS E OF THE STATION, AT CROSSROADS, 24 FEET S OF
 AF0467'THE CENTER LINE OF HIGHWAY 8, 22 FEET W OF THE CENTER LINE OF
 AF0467'SAND ROAD S, 1 FOOT E OF TELEPHONE POLE.  THIS POLE IS ON LINE
 AF0467'TO STATION AND MUST BE MOVED TO SEE AZIMUTH MARK.
 AF0467'
 AF0467'TO REACH FROM BABSON PARK POST OFFICE, GO S ON STATE HIGHWAY 8
 AF0467'FOR 1.9 MILES TO THE STATION ON THE RIGHT.
 AF0467'
 AF0467'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 AF0467
 AF0467                          STATION RECOVERY (1941)
 AF0467
 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (AWE)
 AF0467'STATION RECOVERED, BUT IT WAS NECESSARY TO MOVE R.M.NO.1 AND
 AF0467'R.M.NO.2 DUE TO ROAD CONSTRUCTION.
 AF0467'
 AF0467'R.M.NO.1 WAS MOVED 38.01 FEET SOUTHEASTERLY ON ORIGINAL BEARING.
 AF0467'
 AF0467'R.M.NO.2 WAS MOVED 29.71 FEET SOUTHWESTERLY ON ORIGINAL
 AF0467'BEARING.
 AF0467'
 AF0467'THE NEW DESCRIPTION FOLLOWS--
 AF0467'
 AF0467'STATION IS 2.0 MILES WSW OF BABSON PARK, FLORIDA, ON STATE
 AF0467'ROAD 8.  IT IS ON THE N SIDE OF ROAD WHERE ROAD MAKES A HALF
 AF0467'MILE JOG E AND W.  STATION IS ABOUT HALFWAY UP BACK SLOPE AND
 AF0467'ABOUT 3 FEET ABOVE ELEVATION OF ROAD.  IT IS 37 FEET N OF
 AF0467'CENTER LINE AT STATION 307 + 87.  MARK IS FLUSH WITH BACK SLOPE.
 AF0467'
 AF0467'R.M.NO.1 IS 128.20 FEET SE OF STATION, 50 FEET S OF CENTER
 AF0467'LINE OF ROAD NO. 8 AT STATION 308 + 81.  MARK PROJECTS 6 INCHES
 AF0467'ABOVE THE SURFACE OF GROUND.
 AF0467'
 AF0467'REFERENCE MARK NO.2 IS 109.37 FEET SW OF STATION, 50 FEET S OF
 AF0467'CENTER LINE OF ROAD NO.8 AT STATION 307 + 24.  MARK PROJECTS 6
 AF0467'INCHES ABOVE THE SURFACE OF GROUND.
 AF0467
 AF0467                          STATION RECOVERY (1947)
 AF0467
 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 AF0467'STATION WAS FOUND BUT IT HAD APPARENTLY BEEN LOWERED DUE TO ROAD
 AF0467'CHANGES AND THE REFERENCE MARKS EVIDENTLY REBUILT IN 1941.  A
 AF0467'NEW DESCRIPTION FOLLOWS--THE STATION IS 1.8 MILES SW OF
 AF0467'BABSON PARK, ON THE N SIDE OF U.S. HIGHWAY 17, ON FLAT TOP OF A
 AF0467'HILL COVERED WITH CITRUS GROVES.  IT IS ABOUT 1,578 FEET W OF
 AF0467'CROSSROADS AT THE SE CORNER OF THE NE QUARTER OF SEC. 5, T. 31
 AF0467'S., R.28 E..  370 FEET E OF JUNCTION OF OLD HIGHWAY ON CURVE.
 AF0467'245 FEET W OF A DIM N-S CROSS ROAD, ABOUT 70 FEET E OF E END OF
 AF0467'CURVE TO THE S.  36.7 FEET N OF THE CENTER LINE OF THE
 AF0467'HIGHWAY.  AND ABOUT 10 FEET W OF THE LINE OF A ROW OF
 AF0467'CITRUS TREES TO N.  ABOUT HALFWAY FROM TOP OF BANK TO DITCH, IN
 AF0467'SMALL CUT.  IT IS A BRONZE DISK, STAMPED BABSON 1935, IN CONCRETE.
 AF0467'
 AF0467'REFERENCE MARK 1 IS 127.79 FEET SE OF THE STATION.  50.5 FEET
 AF0467'S OF CENTER LINE OF HIGHWAY.  22 FEET ESE OF A TELEGRAPH POLE.  AND
 AF0467'HALFWAY BETWEEN TWO ROWS OF CITRUS TREES TO THE S.  IT IS A
 AF0467'BRONZE DISK STAMPED BABSON 1935 R M NO 1 1941.
 AF0467'
 AF0467'REFERENCE MARK 2 IS 109.21 FEET SW OF THE STATION.  50.25 FEET
 AF0467'S OF CENTER LINE OF THE HIGHWAY.  29.75 FEET E OF A CONCRETE
 AF0467'HIGHWAY RIGHT-OF-WAY MARKER.  AND 3 FEET SW OF A TELEGRAPH
 AF0467'POLE.  ABOUT IN LINE OF CITRUS TREES TO THE S.  IT IS A BRONZE
 AF0467'DISK, STAMPED BABSON 1935 R M NO 2 1941, IN CONCRETE.
 AF0467'
 AF0467'AZIMUTH MARK IS E OF THE STATION, AT CROSSROADS.  24 FEET S OF
 AF0467'CENTER LINE OF E-W ROAD (OLD HIGHWAY W).  22 FEET W OF CENTER
 AF0467'LINE OF DIRT ROAD S.  AND 1 FOOT E OF TELEPHONE POLE.
 AF0467'
 AF0467'TO REACH THE STATION FROM THE POST OFFICE AT BABSON PARK, GO S
 AF0467'ON U.S. HIGHWAY 17 FOR 1.8 MILES TO STATION ON N SIDE OF ROAD
 AF0467'AT SMALL CUT ON TOP OF HILL.
 AF0467
 AF0467                          STATION RECOVERY (1958)
 AF0467
 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AF0467'THIS STATION WAS FOUND DESTROYED IN JULY, 1958.  THE UNDERGROUND
 AF0467'MARK WAS FOUND LYING ON TOP OF THE GROUND.  THE DISK WAS STILL
 AF0467'IN THE PIECE OF CONCRETE.  NO TRACE OF THE SURFACE MARK WAS
 AF0467'FOUND.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE POST WAS
 AF0467'FOUND BROKEN OFF.  THE DISK WAS NOT MOVED.  THE REFERENCE
 AF0467'MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  THEY WERE AT THE
 AF0467'EDGE OF AN ORANGE GROVE AND HAVE PROBABLY BEEN DESTROYED BY
 AF0467'CULTIVATION.
 AF0467
 AF0467                          STATION RECOVERY (1975)
 AF0467
 AF0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AF0467'THE SURFACE STATION MARK WAS RECOVERED AND FOUND SLIGHTLY
 AF0467'LEANING TO THE SOUTH.  REFERENCE MARKS 1, 2 AND AZIMUTH MARK
 AF0467'WERE FOUND DESTROYED.  THE CENTER POINT OF THE SURFACE STATION
 AF0467'MARK WAS HELD AND THE SURFACE MARK WAS RECOVERED.  THERE WAS NO
 AF0467'UNDERGROUND STATION MARK.  AN ADJUSTMENT WAS MADE FOR THE LEAN
 AF0467'AND A NEW UNDERGROUND AND SURFACE STATION MARKS WERE
 AF0467'SET.  REFERENCE MARKS 3, 4 AND AZIMUTH MARK WERE SET.  A
 AF0467'POLARIS OBSERVATION WAS OBSERVED AT THIS TIME.  DUE TO CHANGES,
 AF0467'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AF0467'
 AF0467'STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF LAKE WALES, 5
 AF0467'MILES NORTH OF FROSTPROOF AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 AF0467'HIGHWAY ALTERNATE 27.
 AF0467'
 AF0467'TO REACH THE STATION FROM THE POST OFFICE IN BABSON PARK, GO
 AF0467'SOUTH AND WEST ON U.S. HIGHWAY ALTERNATE 27 FOR 1.6 MILES TO
 AF0467'MURRY ROAD ON LEFT.  (TO REACH THE AZIMUTH MARK FROM HERE, TURN
 AF0467'A SHARP LEFT AND GO EAST ON MURRY ROAD FOR 0.1 MILE TO
 AF0467'CROSSROAD AND AZIMUTH MARK ON RIGHT.) CONTINUE AHEAD WEST ON
 AF0467'U.S. HIGHWAY ALTERNATE 27 FOR 0.2 MILE TO A MICROWAVE TOWER ON
 AF0467'LEFT AND THE STATION ON RIGHT.
 AF0467'
 AF0467'STATION MARKS, ARE STANDARD DISKS STAMPED BABSON 1935 1975.  THE
 AF0467'SURFACE STATION MARK IS SET IN THE TOP OF A 12-INCH SQUARE
 AF0467'CONCRETE MONUMENT THAT IS 12-INCHES BELOW THE GROUND SURFACE.  IT
 AF0467'IS 244 FEET WEST OF THE CENTER OF CATHERINE AVENUE, 138.5
 AF0467'FEET WEST OF REPEATER HUT NUMBER 46, 84.5 FEET EAST OF POWER
 AF0467'LINE POLE R 31 FF-7651, 37 FEET NORTH OF THE CENTER LINE OF
 AF0467'U.S. HIGHWAY ALTERNATE 27, ON ROAD EMBANKMENT ABOUT 4 FEET
 AF0467'ABOVE ROAD SURFACE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 AF0467'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AF0467'50-INCHES BELOW THE GROUND SURFACE.
 AF0467'
 AF0467'REFERENCE MARK 3, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 AF0467'THE NORTH HEADWALL OF A CONCRETE CULVERT FOR DRIVEWAY TO THE
 AF0467'MICROWAVE TOWER.  IT IS 103 FEET WEST OF THE PROJECTED CENTER
 AF0467'LINE OF CATHERINE AVENUE, 29 FEET SOUTH OF THE CENTER OF
 AF0467'HIGHWAY AND 14 FEET WEST OF THE CENTER OF DRIVEWAY TO MICROWAVE
 AF0467'TOWER.  (STAMPED BABSON 1935 NO 3 1975.)
 AF0467'
 AF0467'REFERENCE MARK 4, A STANDARD DISK STAMPED BABSON 1935 NO 4
 AF0467'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AF0467'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS
 AF0467'43.5 FEET NORTH OF THE CENTER OF HIGHWAY, 1.5 FEET EAST OF
 AF0467'POWER LINE POLE R31 FF-7651 AND 6-INCHES NORTH OF A METAL
 AF0467'WITNESS POST.
 AF0467'
 AF0467'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12-INCH
 AF0467'CYLINDRICAL CONCRETE MONUMENT IS STAMPED BABSON 1935 AZ 1975
 AF0467'AND SET 1-INCH BELOW THE GROUND SURFACE.  IT IS 25 FEET SOUTH
 AF0467'OF THE CENTER OF MURRY ROAD, 22 FEET NORTH OF THE CENTER OF AN
 AF0467'EAST-WEST ROAD AND 9 FEET EAST-SOUTHEAST OF A METAL WITNESS
 AF0467'POST AND POWER LINE POLE BRACE POLE.
 AF0467'
 AF0467'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AF0467'
 AF0467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AF0467'1.8 MILES SOUTHWEST OF BABSON PARK.
 AF0467
 AF0467                          STATION RECOVERY (1975)
 AF0467
 AF0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AF0467'RECOVERED IN GOOD CONDITION.
 AF0467
 AF0467                          STATION RECOVERY (1991)
 AF0467
 AF0467'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991
 AF0467'RECOVERED IN GOOD CONDITION.
 AF0467
 AF0467                          STATION RECOVERY (1997)
 AF0467
 AF0467'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF0467'RECOVERED IN GOOD CONDITION.
 AF0467
 AF0467                          STATION RECOVERY (2003)
 AF0467
 AF0467'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AF0467'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AF0467'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N35E AT 8.9'FT.
 AF0467
 AF0467                          STATION RECOVERY (2005)
 AF0467
 AF0467'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 2005 (KG)
 AF0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4114 ***********************************************************************
 AC4114  DESIGNATION -  BACHE SHOAL BEACON
 AC4114  PID         -  AC4114
 AC4114  STATE/COUNTY-  FL/MIAMI-DADE
 AC4114  USGS QUAD   -  ELLIOTT KEY (1988)
 AC4114
 AC4114                         *CURRENT SURVEY CONTROL
 AC4114  ___________________________________________________________________
 AC4114* NAD 83(1990)-  25 28 54.79426(N)    080 09 00.26966(W)     ADJUSTED  
 AC4114* NAVD 88     -                                                        
 AC4114  ___________________________________________________________________
 AC4114  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AC4114  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AC4114
 AC4114  HORZ ORDER  -  THIRD
 AC4114
 AC4114.The horizontal coordinates were established by classical geodetic methods
 AC4114.and adjusted by the National Geodetic Survey in May 1991..
 AC4114
 AC4114
 AC4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4114
 AC4114.The geoid height was determined by GEOID03.
 AC4114
 AC4114;                    North         East     Units Scale Factor Converg.
 AC4114;SPC FL E     -   127,492.316   285,459.305   MT  1.00003133   +0 21 56.5
 AC4114;SPC FL E     -   418,281.04    936,544.40   sFT  1.00003133   +0 21 56.5
 AC4114;UTM  17      - 2,818,580.797   585,430.147   MT  0.99969012   +0 21 56.5
 AC4114
 AC4114                          SUPERSEDED SURVEY CONTROL
 AC4114
 AC4114  NAD 83(1986)-  25 28 54.79787(N)    080 09 00.26745(W) AD(       ) 4
 AC4114  NAD 27      -  25 28 53.40470(N)    080 09 01.09564(W) AD(       ) 3
 AC4114
 AC4114.Superseded values are not recommended for survey control.
 AC4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4114.See file dsdata.txt to determine how the superseded data were derived.
 AC4114
 AC4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8543018581(NAD 83)
 AC4114
 AC4114  HISTORY     - Date     Condition        Report By
 AC4114  HISTORY     - 1908     FIRST OBSERVED   CGS
 AC4114  HISTORY     - 1936     SEE DESCRIPTION  CGS
 AC4114
 AC4114                          STATION DESCRIPTION
 AC4114
 AC4114'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AC4114'BEACON CHANGED TO A LIGHT.  THERE IS CONSIDERABLE CHANGE IN
 AC4114'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4113 ***********************************************************************
 AC4113  DESIGNATION -  BACHE SHOAL BEACON 11
 AC4113  PID         -  AC4113
 AC4113  STATE/COUNTY-  FL/MIAMI-DADE
 AC4113  USGS QUAD   -  ELLIOTT KEY (1988)
 AC4113
 AC4113                         *CURRENT SURVEY CONTROL
 AC4113  ___________________________________________________________________
 AC4113* NAD 83(1990)-  25 28 39.89225(N)    080 09 13.41078(W)     ADJUSTED  
 AC4113* NAVD 88     -                                                        
 AC4113  ___________________________________________________________________
 AC4113  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AC4113  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AC4113
 AC4113  HORZ ORDER  -  THIRD
 AC4113
 AC4113.The horizontal coordinates were established by classical geodetic methods
 AC4113.and adjusted by the National Geodetic Survey in May 1991..
 AC4113
 AC4113
 AC4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4113
 AC4113.The geoid height was determined by GEOID03.
 AC4113
 AC4113;                    North         East     Units Scale Factor Converg.
 AC4113;SPC FL E     -   127,031.405   285,095.166   MT  1.00003056   +0 21 50.6
 AC4113;SPC FL E     -   416,768.87    935,349.72   sFT  1.00003056   +0 21 50.6
 AC4113;UTM  17      - 2,818,120.044   585,066.132   MT  0.99968935   +0 21 50.6
 AC4113
 AC4113                          SUPERSEDED SURVEY CONTROL
 AC4113
 AC4113  NAD 83(1986)-  25 28 39.89581(N)    080 09 13.40834(W) AD(       ) 4
 AC4113  NAD 27      -  25 28 38.50337(N)    080 09 14.23428(W) AD(       ) 3
 AC4113
 AC4113.Superseded values are not recommended for survey control.
 AC4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4113.See file dsdata.txt to determine how the superseded data were derived.
 AC4113
 AC4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8506618120(NAD 83)
 AC4113_MARKER: 16 = DAYBEACON
 AC4113
 AC4113  HISTORY     - Date     Condition        Report By
 AC4113  HISTORY     - 1934     FIRST OBSERVED   CGS
 AC4113  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AC4113
 AC4113                          STATION DESCRIPTION
 AC4113
 AC4113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4113'BEACON 11 IS A SINGLE WOODEN PILE WITH A BLACK SINGLE-ARM
 AC4113'POINTER.  STATION IS THE TOP OF THE BEACON.
 AC4113
 AC4113                          STATION RECOVERY (1947)
 AC4113
 AC4113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4113'BEACON DESTROYED.  REPLACED BY BLACK BUOY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4118 ***********************************************************************
 AC4118  DESIGNATION -  BACHE SHOAL BEACON BS 9
 AC4118  PID         -  AC4118
 AC4118  STATE/COUNTY-  FL/MIAMI-DADE
 AC4118  USGS QUAD   -  ELLIOTT KEY (1988)
 AC4118
 AC4118                         *CURRENT SURVEY CONTROL
 AC4118  ___________________________________________________________________
 AC4118* NAD 83(1990)-  25 29 11.71754(N)    080 08 56.11224(W)     ADJUSTED  
 AC4118* NAVD 88     -                                                        
 AC4118  ___________________________________________________________________
 AC4118  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AC4118  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AC4118
 AC4118  HORZ ORDER  -  THIRD
 AC4118
 AC4118.The horizontal coordinates were established by classical geodetic methods
 AC4118.and adjusted by the National Geodetic Survey in May 1991..
 AC4118
 AC4118
 AC4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4118
 AC4118.The geoid height was determined by GEOID03.
 AC4118
 AC4118;                    North         East     Units Scale Factor Converg.
 AC4118;SPC FL E     -   128,013.831   285,572.100   MT  1.00003157   +0 21 58.5
 AC4118;SPC FL E     -   419,992.04    936,914.46   sFT  1.00003157   +0 21 58.5
 AC4118;UTM  17      - 2,819,102.135   585,542.903   MT  0.99969036   +0 21 58.5
 AC4118
 AC4118                          SUPERSEDED SURVEY CONTROL
 AC4118
 AC4118  NAD 83(1986)-  25 29 11.72115(N)    080 08 56.11007(W) AD(       ) 4
 AC4118  NAD 27      -  25 29 10.32935(N)    080 08 56.93828(W) AD(       ) 3
 AC4118
 AC4118.Superseded values are not recommended for survey control.
 AC4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4118.See file dsdata.txt to determine how the superseded data were derived.
 AC4118
 AC4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8554319102(NAD 83)
 AC4118_MARKER: 16 = DAYBEACON
 AC4118
 AC4118  HISTORY     - Date     Condition        Report By
 AC4118  HISTORY     - 1934     FIRST OBSERVED   CGS
 AC4118  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AC4118
 AC4118                          STATION DESCRIPTION
 AC4118
 AC4118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4118'STATION HAS A STEEL TRIPOD FRAMEWORK WITH BLACK TARGET.  THERE ARE
 AC4118'3 PILES.  STATION IS THE TOP OF THE BEACON.
 AC4118
 AC4118                          STATION RECOVERY (1947)
 AC4118
 AC4118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4118'LIGHT WAS REBUILT IN 1936 AND IS NOW A BLACK, PYRAMIDAL, SLATTED
 AC4118'STRUCTURE AND POINTER ON PILES.  LIGHT IS CALLED BACHE SHOAL
 AC4118'LT. 9BS.
 AC4118'
 AC4118'STATION RECOMMENDED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4120 ***********************************************************************
 AC4120  DESIGNATION -  BACHE SHOAL BEACON 7
 AC4120  PID         -  AC4120
 AC4120  STATE/COUNTY-  FL/MIAMI-DADE
 AC4120  USGS QUAD   -  ELLIOTT KEY (1988)
 AC4120
 AC4120                         *CURRENT SURVEY CONTROL
 AC4120  ___________________________________________________________________
 AC4120* NAD 83(1990)-  25 29 46.62476(N)    080 08 38.55052(W)     ADJUSTED  
 AC4120* NAVD 88     -                                                        
 AC4120  ___________________________________________________________________
 AC4120  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AC4120  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AC4120
 AC4120  HORZ ORDER  -  THIRD
 AC4120
 AC4120.The horizontal coordinates were established by classical geodetic methods
 AC4120.and adjusted by the National Geodetic Survey in May 1991..
 AC4120
 AC4120
 AC4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4120
 AC4120.The geoid height was determined by GEOID03.
 AC4120
 AC4120;                    North         East     Units Scale Factor Converg.
 AC4120;SPC FL E     -   129,091.163   286,055.702   MT  1.00003259   +0 22 06.5
 AC4120;SPC FL E     -   423,526.59    938,501.08   sFT  1.00003259   +0 22 06.5
 AC4120;UTM  17      - 2,820,179.099   586,026.340   MT  0.99969138   +0 22 06.5
 AC4120
 AC4120                          SUPERSEDED SURVEY CONTROL
 AC4120
 AC4120  NAD 83(1986)-  25 29 46.62846(N)    080 08 38.54863(W) AD(       ) 4
 AC4120  NAD 27      -  25 29 45.23766(N)    080 08 39.37712(W) AD(       ) 3
 AC4120
 AC4120.Superseded values are not recommended for survey control.
 AC4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4120.See file dsdata.txt to determine how the superseded data were derived.
 AC4120
 AC4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8602620179(NAD 83)
 AC4120_MARKER: 16 = DAYBEACON
 AC4120
 AC4120  HISTORY     - Date     Condition        Report By
 AC4120  HISTORY     - 1934     FIRST OBSERVED   CGS
 AC4120  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AC4120
 AC4120                          STATION DESCRIPTION
 AC4120
 AC4120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4120'STATION IS A SINGLE WOODEN PILE WITH A BLACK SINGLE ARM
 AC4120'POINTER.  STATION IS THE TOP OF THE BEACON.
 AC4120
 AC4120                          STATION RECOVERY (1947)
 AC4120
 AC4120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4120'BEACON DESTROYED.  REPLACED BY BLACK BUOY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2330 ***********************************************************************
 BC2330  DESIGNATION -  BACK
 BC2330  PID         -  BC2330
 BC2330  STATE/COUNTY-  FL/DUVAL
 BC2330  USGS QUAD   -  HEDGES (1992)
 BC2330
 BC2330                         *CURRENT SURVEY CONTROL
 BC2330  ___________________________________________________________________
 BC2330* NAD 83(1990)-  30 33 04.86578(N)    081 29 59.85640(W)     ADJUSTED  
 BC2330* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2330  ___________________________________________________________________
 BC2330  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BC2330  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC2330
 BC2330  HORZ ORDER  -  THIRD
 BC2330
 BC2330.The horizontal coordinates were established by classical geodetic methods
 BC2330.and adjusted by the National Geodetic Survey in September 1997..
 BC2330
 BC2330.The orthometric height was scaled from a topographic map.
 BC2330
 BC2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2330
 BC2330.The geoid height was determined by GEOID03.
 BC2330
 BC2330;                    North         East     Units Scale Factor Converg.
 BC2330;SPC FL E     -   689,091.627   152,032.123   MT  0.99996955   -0 15 14.9
 BC2330;SPC FL E     - 2,260,794.78    498,792.06   sFT  0.99996955   -0 15 14.9
 BC2330;UTM  17      - 3,379,988.493   452,048.489   MT  0.99962836   -0 15 14.9
 BC2330
 BC2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2330!SPC FL E     -   1.00000452  x   0.99996955  =   0.99997407
 BC2330!UTM  17      -   1.00000452  x   0.99962836  =   0.99963288
 BC2330
 BC2330|---------------------------------------------------------------------|
 BC2330| PID    Reference Object                     Distance      Geod. Az  |
 BC2330|                                                           dddmmss.s |
 BC2330| CW4576 BACK RM 2                            21.478 METERS 15603     |
 BC2330| CW4575 BACK RM 1                            19.712 METERS 26726     |
 BC2330| BC2334 NASSAU STACK                        APPROX. 2.7 KM 3075502.5 |
 BC2330|---------------------------------------------------------------------|
 BC2330
 BC2330                          SUPERSEDED SURVEY CONTROL
 BC2330
 BC2330  NAD 83(1990)-  30 33 04.86596(N)    081 29 59.85537(W) AD(       ) 3
 BC2330  NAD 83(1986)-  30 33 04.87419(N)    081 29 59.86491(W) AD(       ) 3
 BC2330  NAD 27      -  30 33 04.01800(N)    081 30 00.53200(W) AD(       ) 3
 BC2330
 BC2330.Superseded values are not recommended for survey control.
 BC2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2330.See file dsdata.txt to determine how the superseded data were derived.
 BC2330
 BC2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5204879988(NAD 83)
 BC2330_MARKER: DS = TRIANGULATION STATION DISK
 BC2330_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2330_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC2330
 BC2330  HISTORY     - Date     Condition        Report By
 BC2330  HISTORY     - 1934     MONUMENTED       CGS
 BC2330
 BC2330                          STATION DESCRIPTION
 BC2330
 BC2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2330'ON THE SW BANK OF BACK RIVER ABOUT 1/2 MILE FROM THE LOWER
 BC2330'JUNCTION WITH NASSAU RIVER.
 BC2330'
 BC2330'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BC2330'TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7315 ***********************************************************************
 AD7315  DESIGNATION -  BACOM POINT LIGHT
 AD7315  PID         -  AD7315
 AD7315  STATE/COUNTY-  FL/PALM BEACH
 AD7315  USGS QUAD   -  PAHOKEE (1970)
 AD7315
 AD7315                         *CURRENT SURVEY CONTROL
 AD7315  ___________________________________________________________________
 AD7315* NAD 83(1990)-  26 49 13.31981(N)    080 41 49.84721(W)     ADJUSTED  
 AD7315* NAVD 88     -                                                        
 AD7315  ___________________________________________________________________
 AD7315  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AD7315  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AD7315
 AD7315  HORZ ORDER  -  THIRD
 AD7315
 AD7315.The horizontal coordinates were established by classical geodetic methods
 AD7315.and adjusted by the National Geodetic Survey in May 1991..
 AD7315
 AD7315
 AD7315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7315
 AD7315.The geoid height was determined by GEOID03.
 AD7315
 AD7315;                    North         East     Units Scale Factor Converg.
 AD7315;SPC FL E     -   275,537.356   230,102.311   MT  0.99995236   +0 08 11.9
 AD7315;SPC FL E     -   903,992.14    754,927.33   sFT  0.99995236   +0 08 11.9
 AD7315;UTM  17      - 2,966,575.326   530,092.040   MT  0.99961118   +0 08 11.9
 AD7315
 AD7315                          SUPERSEDED SURVEY CONTROL
 AD7315
 AD7315  NAD 83(1986)-  26 49 13.32313(N)    080 41 49.85630(W) AD(       ) 4
 AD7315  NAD 27      -  26 49 12.10332(N)    080 41 50.64741(W) AD(       ) 3
 AD7315
 AD7315.Superseded values are not recommended for survey control.
 AD7315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7315.See file dsdata.txt to determine how the superseded data were derived.
 AD7315
 AD7315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3009266575(NAD 83)
 AD7315_MARKER: 14 = NAVIGATION LIGHT
 AD7315
 AD7315  HISTORY     - Date     Condition        Report By
 AD7315  HISTORY     - 1942     FIRST OBSERVED   CGS
 AD7315  HISTORY     - 1959     GOOD             CGS
 AD7315
 AD7315                          STATION DESCRIPTION
 AD7315
 AD7315'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AD7315'RECOVERED IN GOOD CONDITION.  NO RECORD AVAILABLE OF LIGHT
 AD7315'HAVING BEEN MOVED OR REBUILT SINCE 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4644 ***********************************************************************
 BG4644  DESIGNATION -  BACON
 BG4644  PID         -  BG4644
 BG4644  STATE/COUNTY-  FL/OKALOOSA
 BG4644  USGS QUAD   -  DESTIN (1994)
 BG4644
 BG4644                         *CURRENT SURVEY CONTROL
 BG4644  ___________________________________________________________________
 BG4644* NAD 83(1990)-  30 24 28.02339(N)    086 29 16.32654(W)     ADJUSTED  
 BG4644* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 BG4644  ___________________________________________________________________
 BG4644  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BG4644  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BG4644
 BG4644  HORZ ORDER  -  THIRD
 BG4644
 BG4644.The horizontal coordinates were established by classical geodetic methods
 BG4644.and adjusted by the National Geodetic Survey in May 1991..
 BG4644
 BG4644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4644
 BG4644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4644
 BG4644.The geoid height was determined by GEOID03.
 BG4644
 BG4644;                    North         East     Units Scale Factor Converg.
 BG4644;SPC FL N     -   157,715.320   409,004.837   MT  0.99995721   -0 59 56.2
 BG4644;SPC FL N     -   517,437.68  1,341,876.70   sFT  0.99995721   -0 59 56.2
 BG4644;UTM  16      - 3,364,083.835   549,191.028   MT  0.99962985   +0 15 33.2
 BG4644
 BG4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4644!SPC FL N     -   1.00000417  x   0.99995721  =   0.99996138
 BG4644!UTM  16      -   1.00000417  x   0.99962985  =   0.99963402
 BG4644
 BG4644                          SUPERSEDED SURVEY CONTROL
 BG4644
 BG4644  NAD 83(1986)-  30 24 28.04008(N)    086 29 16.33303(W) AD(       ) 3
 BG4644  NGVD 29 (11/30/89)    0.9    (m)            3.     (f) VERT ANG       
 BG4644
 BG4644.Superseded values are not recommended for survey control.
 BG4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4644.See file dsdata.txt to determine how the superseded data were derived.
 BG4644
 BG4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4919164084(NAD 83)
 BG4644_MARKER: N = NAIL
 BG4644_SETTING: 0 = UNSPECIFIED SETTING
 BG4644_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4644
 BG4644  HISTORY     - Date     Condition        Report By
 BG4644  HISTORY     - 1987     MONUMENTED       NOS
 BG4644
 BG4644                          STATION DESCRIPTION
 BG4644
 BG4644'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JDS)
 BG4644'STATION IS LOCATED NEAR CHOCTAWHATCHEE BAY IN JOES BAYOU.
 BG4644'
 BG4644'TO REACH STATION BY BOAT PROCEED TO PIER IN JOES BAYOU, STATION
 BG4644'LOCATED ON PRIVATE PIER NEAR SHARP POINT OF LAND ON E SHORE MIDWAY
 BG4644'INTO BAYOU.  STATION IS 0.740 M N OF S EDGE OF PIER AND 1.335 M NE
 BG4644'OF SW CORNER OF PIER.
 BG4644'
 BG4644'STATION IS A PK NAIL.
 BG4644'
 BG4644'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4644'
 BG4644'DESCRIBED BY S.D. LAREAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 TZ0016 ***********************************************************************
 TZ0016  DESIGNATION -  BAD 2 1911
 TZ0016  PID         -  TZ0016
 TZ0016  STATE/COUNTY-  FL/MONROE
 TZ0016  USGS QUAD   -  
 TZ0016
 TZ0016                         *CURRENT SURVEY CONTROL
 TZ0016  ___________________________________________________________________
 TZ0016* NAD 83(1990)-  24 36 35.74319(N)    082 18 18.53228(W)     ADJUSTED  
 TZ0016* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TZ0016  ___________________________________________________________________
 TZ0016  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 TZ0016  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TZ0016
 TZ0016  HORZ ORDER  -  THIRD
 TZ0016
 TZ0016.The horizontal coordinates were established by classical geodetic methods
 TZ0016.and adjusted by the National Geodetic Survey in May 1991..
 TZ0016
 TZ0016.The orthometric height was scaled from a topographic map.
 TZ0016
 TZ0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TZ0016
 TZ0016.The geoid height was determined by GEOID03.
 TZ0016
 TZ0016;                    North         East     Units Scale Factor Converg.
 TZ0016;SPC FL E     -    31,262.252    67,832.542   MT  1.00015684   -0 32 36.9
 TZ0016;SPC FL E     -   102,566.24    222,547.26   sFT  1.00015684   -0 32 36.9
 TZ0016;UTM  17      - 2,722,383.567   367,877.637   MT  0.99981559   -0 32 36.9
 TZ0016
 TZ0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TZ0016!SPC FL E     -   1.00000334  x   1.00015684  =   1.00016018
 TZ0016!UTM  17      -   1.00000334  x   0.99981559  =   0.99981893
 TZ0016
 TZ0016:                Primary Azimuth Mark                     Grid Az
 TZ0016:SPC FL E     -  SQUALL 1911                              272 33 12.9
 TZ0016:UTM  17      -  SQUALL 1911                              272 33 12.9
 TZ0016
 TZ0016|---------------------------------------------------------------------|
 TZ0016| PID    Reference Object                     Distance      Geod. Az  |
 TZ0016|                                                           dddmmss.s |
 TZ0016| TZ0018 SQUALL 1911                         APPROX. 9.9 KM 2720036.0 |
 TZ0016|---------------------------------------------------------------------|
 TZ0016
 TZ0016                          SUPERSEDED SURVEY CONTROL
 TZ0016
 TZ0016  NAD 83(1986)-  24 36 35.75518(N)    082 18 18.52195(W) AD(       ) 3
 TZ0016  NAD 27      -  24 36 34.22538(N)    082 18 19.09841(W) AD(       ) 3
 TZ0016
 TZ0016.Superseded values are not recommended for survey control.
 TZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TZ0016.See file dsdata.txt to determine how the superseded data were derived.
 TZ0016
 TZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLH6787822384(NAD 83)
 TZ0016_MARKER: 11 = PILING
 TZ0016
 TZ0016  HISTORY     - Date     Condition        Report By
 TZ0016  HISTORY     - 1911     FIRST OBSERVED   CGS
 TZ0016  HISTORY     - 1938     GOOD             CGS
 TZ0016  HISTORY     - 1960     MARK NOT FOUND   CGS
 TZ0016
 TZ0016                          STATION DESCRIPTION
 TZ0016
 TZ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 TZ0016'THREE PILES CONNECTED BY CROSS AND DIAGONAL BRACES AND
 TZ0016'SURMOUNTED BY A FLAGPOLE.
 TZ0016
 TZ0016                          STATION RECOVERY (1960)
 TZ0016
 TZ0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KSU)
 TZ0016'SEARCHED FOR WITH SKIFF, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3703 ***********************************************************************
 BG3703  DESIGNATION -  BAGDAD LONE STACK
 BG3703  PID         -  BG3703
 BG3703  STATE/COUNTY-  FL/SANTA ROSA
 BG3703  USGS QUAD   -  MILTON SOUTH (1987)
 BG3703
 BG3703                         *CURRENT SURVEY CONTROL
 BG3703  ___________________________________________________________________
 BG3703* NAD 83(1990)-  30 36 20.15153(N)    087 01 55.65689(W)     ADJUSTED  
 BG3703* NAVD 88     -                                                        
 BG3703  ___________________________________________________________________
 BG3703  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 BG3703  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG3703
 BG3703  HORZ ORDER  -  THIRD
 BG3703
 BG3703.The horizontal coordinates were established by classical geodetic methods
 BG3703.and adjusted by the National Geodetic Survey in December 1992..
 BG3703
 BG3703
 BG3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3703
 BG3703.The geoid height was determined by GEOID03.
 BG3703
 BG3703;                    North         East     Units Scale Factor Converg.
 BG3703;SPC FL N     -   180,675.487   357,206.927   MT  0.99997759   -1 16 20.9
 BG3703;SPC FL N     -   592,766.16  1,171,936.39   sFT  0.99997759   -1 16 20.9
 BG3703;UTM  16      - 3,385,894.019   496,920.420   MT  0.99960012   -0 00 58.9
 BG3703
 BG3703                          SUPERSEDED SURVEY CONTROL
 BG3703
 BG3703  NAD 83(1990)-  30 36 20.15212(N)    087 01 55.65637(W) AD(       ) 4
 BG3703  NAD 83(1986)-  30 36 20.17110(N)    087 01 55.66070(W) AD(       ) 4
 BG3703  NAD 27      -  30 36 19.47600(N)    087 01 55.78600(W) AD(       ) 3
 BG3703
 BG3703.Superseded values are not recommended for survey control.
 BG3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3703.See file dsdata.txt to determine how the superseded data were derived.
 BG3703
 BG3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9692085894(NAD 83)
 BG3703_MARKER: 63 = STACK
 BG3703
 BG3703  HISTORY     - Date     Condition        Report By
 BG3703  HISTORY     - 1934     FIRST OBSERVED   CGS
 BG3703
 BG3703                          STATION DESCRIPTION
 BG3703
 BG3703'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3713 ***********************************************************************
 BG3713  DESIGNATION -  BAGDAD SOUTHERNMOST 1 OF 4 STK
 BG3713  PID         -  BG3713
 BG3713  STATE/COUNTY-  FL/SANTA ROSA
 BG3713  USGS QUAD   -  MILTON SOUTH (1987)
 BG3713
 BG3713                         *CURRENT SURVEY CONTROL
 BG3713  ___________________________________________________________________
 BG3713* NAD 83(1990)-  30 36 17.71288(N)    087 01 55.46470(W)     ADJUSTED  
 BG3713* NAVD 88     -                                                        
 BG3713  ___________________________________________________________________
 BG3713  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 BG3713  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG3713
 BG3713  HORZ ORDER  -  THIRD
 BG3713
 BG3713.The horizontal coordinates were established by classical geodetic methods
 BG3713.and adjusted by the National Geodetic Survey in December 1992..
 BG3713
 BG3713
 BG3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3713
 BG3713.The geoid height was determined by GEOID03.
 BG3713
 BG3713;                    North         East     Units Scale Factor Converg.
 BG3713;SPC FL N     -   180,600.295   357,210.377   MT  0.99997750   -1 16 20.8
 BG3713;SPC FL N     -   592,519.47  1,171,947.71   sFT  0.99997750   -1 16 20.8
 BG3713;UTM  16      - 3,385,818.949   496,925.516   MT  0.99960012   -0 00 58.8
 BG3713
 BG3713                          SUPERSEDED SURVEY CONTROL
 BG3713
 BG3713  NAD 83(1990)-  30 36 17.71348(N)    087 01 55.46420(W) AD(       ) 4
 BG3713  NAD 83(1986)-  30 36 17.73245(N)    087 01 55.46851(W) AD(       ) 4
 BG3713  NAD 27      -  30 36 17.03700(N)    087 01 55.59400(W) AD(       ) 3
 BG3713
 BG3713.Superseded values are not recommended for survey control.
 BG3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3713.See file dsdata.txt to determine how the superseded data were derived.
 BG3713
 BG3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9692685819(NAD 83)
 BG3713_MARKER: 63 = STACK
 BG3713
 BG3713  HISTORY     - Date     Condition        Report By
 BG3713  HISTORY     - 1934     FIRST OBSERVED   CGS
 BG3713
 BG3713                          STATION DESCRIPTION
 BG3713
 BG3713'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3714 ***********************************************************************
 BG3714  DESIGNATION -  BAGDAD TANK
 BG3714  PID         -  BG3714
 BG3714  STATE/COUNTY-  FL/SANTA ROSA
 BG3714  USGS QUAD   -  MILTON SOUTH (1987)
 BG3714
 BG3714                         *CURRENT SURVEY CONTROL
 BG3714  ___________________________________________________________________
 BG3714* NAD 83(1990)-  30 36 15.57693(N)    087 01 53.87485(W)     ADJUSTED  
 BG3714* NAVD 88     -                                                        
 BG3714  ___________________________________________________________________
 BG3714  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BG3714  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BG3714
 BG3714  HORZ ORDER  -  THIRD
 BG3714
 BG3714.The horizontal coordinates were established by classical geodetic methods
 BG3714.and adjusted by the National Geodetic Survey in December 1992..
 BG3714
 BG3714
 BG3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3714
 BG3714.The geoid height was determined by GEOID03.
 BG3714
 BG3714;                    North         East     Units Scale Factor Converg.
 BG3714;SPC FL N     -   180,533.595   357,251.256   MT  0.99997743   -1 16 20.0
 BG3714;SPC FL N     -   592,300.64  1,172,081.83   sFT  0.99997743   -1 16 20.0
 BG3714;UTM  16      - 3,385,753.187   496,967.830   MT  0.99960011   -0 00 58.0
 BG3714
 BG3714                          SUPERSEDED SURVEY CONTROL
 BG3714
 BG3714  NAD 83(1990)-  30 36 15.57762(N)    087 01 53.87449(W) AD(       ) 4
 BG3714  NAD 83(1986)-  30 36 15.59651(N)    087 01 53.87867(W) AD(       ) 4
 BG3714  NAD 27      -  30 36 14.90100(N)    087 01 54.00400(W) AD(       ) 3
 BG3714
 BG3714.Superseded values are not recommended for survey control.
 BG3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3714.See file dsdata.txt to determine how the superseded data were derived.
 BG3714
 BG3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9696885753(NAD 83)
 BG3714_MARKER: 53 = ELEVATED TANK
 BG3714
 BG3714  HISTORY     - Date     Condition        Report By
 BG3714  HISTORY     - 1934     FIRST OBSERVED   CGS
 BG3714  HISTORY     - 1971     GOOD             NGS
 BG3714
 BG3714                          STATION DESCRIPTION
 BG3714
 BG3714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG3714'THE CENTER OF THE BALL ON TOP OF THE TANK MARKS THE
 BG3714'INTERSECTION STATION.  THE TANK IS LOCATED ON THE PROPERTY OF
 BG3714'THE BAGDAD LUMBER COMPANY AT BAGDAD, FLORIDA.  THE STATION IS
 BG3714'ABOUT 200 FEET W OF BLACKWATER RIVER AND STANDS ABOUT MIDWAY
 BG3714'BETWEEN THE LUMBER SHED ON THE RIVER BANK AND THE MILL PROPER
 BG3714'ON THE N, ALSO ON THE RIVER BANK.  IT IS THE ONLY TANK IN THIS
 BG3714'VICINITY AND IS APPROXIMATELY 100 FEET HIGH WITH A RED TOP.
 BG3714'
 BG3714'THIS STATION WAS CUT IN BY LT. ANDERSON IN 1934 AS A NO
 BG3714'CHECK POSITION.
 BG3714
 BG3714                          STATION RECOVERY (1971)
 BG3714
 BG3714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BG3714'STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS NOW
 BG3714'COMPLETELY SILVER AND THE LUMBER MILL NO LONGER EXISTS.  THE
 BG3714'LAND AROUND THE TANK IS OVERGROWN WITH BRUSH AND TREES BUT THE
 BG3714'TANK IS STILL IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3722 ***********************************************************************
 BE3722  DESIGNATION -  BAHAMA BEACH BELL MICRO TWR
 BE3722  PID         -  BE3722
 BE3722  STATE/COUNTY-  FL/BAY
 BE3722  USGS QUAD   -  PANAMA CITY BEACH (1982)
 BE3722
 BE3722                         *CURRENT SURVEY CONTROL
 BE3722  ___________________________________________________________________
 BE3722* NAD 83(1990)-  30 12 56.74068(N)    085 51 38.45777(W)     ADJUSTED  
 BE3722* NAVD 88     -                                                        
 BE3722  ___________________________________________________________________
 BE3722  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BE3722  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BE3722
 BE3722  HORZ ORDER  -  THIRD
 BE3722
 BE3722.The horizontal coordinates were established by classical geodetic methods
 BE3722.and adjusted by the National Geodetic Survey in May 1991..
 BE3722
 BE3722
 BE3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3722
 BE3722.The geoid height was determined by GEOID03.
 BE3722
 BE3722;                    North         East     Units Scale Factor Converg.
 BE3722;SPC FL N     -   135,545.717   469,007.538   MT  0.99994879   -0 41 01.6
 BE3722;SPC FL N     -   444,702.91  1,538,735.56   sFT  0.99994879   -0 41 01.6
 BE3722;UTM  16      - 3,343,242.534   609,649.625   MT  0.99974833   +0 34 24.3
 BE3722
 BE3722                          SUPERSEDED SURVEY CONTROL
 BE3722
 BE3722  NAD 83(1986)-  30 12 56.75145(N)    085 51 38.46693(W) AD(       ) 4
 BE3722  NAD 27      -  30 12 56.02136(N)    085 51 38.70117(W) AD(       ) 3
 BE3722
 BE3722.Superseded values are not recommended for survey control.
 BE3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3722.See file dsdata.txt to determine how the superseded data were derived.
 BE3722
 BE3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0965043243(NAD 83)
 BE3722_MARKER: 45 = MICROWAVE TOWER
 BE3722_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3722
 BE3722  HISTORY     - Date     Condition        Report By
 BE3722  HISTORY     - 1980     FIRST OBSERVED   NOS
 BE3722  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 BE3722  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 BE3722
 BE3722                          STATION DESCRIPTION
 BE3722
 BE3722'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE3722'THE STATION IS LOCATED ABOUT 12.2 KM (7.6 MI)WEST
 BE3722'OF THE WEST END OF THE HATHAWAY BRIDGE, WHICH IS LOCATED WEST OF
 BE3722'PANAMA CITY.
 BE3722'
 BE3722'TO REACH FROM THE INTERSECTION OF WEST HIGHWAY 98 AND STATE
 BE3722'HIGHWAY 757, AT THE SECOND TRAFFIC LIGHT WEST OF THE HATHAWAY
 BE3722'BRIDGE, GO WEST FOR 10.8 KM (6.7 MI) ON U.S. HIGHWAY 98 AND
 BE3722'ALTERNATE 98 TO STATE HIGHWAY C30F.  TURN LEFT AND GO SOUTH
 BE3722'FOR 0.2 KM (0.1 MI) TO THE STATION.
 BE3722'
 BE3722'THE STATION IS THE RED LIGHT ATOP A 4 LEGGED STEEL TOWER WITH 3
 BE3722'TELEPHONE MICROWAVE DISHES NEAR THE TOP.  IT IS PAINTED
 BE3722'ALTERNATELY RED AND WHITE.  THE LIGHT IS MOUNTED ON TOP OF
 BE3722'A LARGE PIPE PROJECTING FROM THE CENTER OF THE TOWER AND ABOVE
 BE3722'THE DISCS.
 BE3722
 BE3722                          STATION RECOVERY (1995)
 BE3722
 BE3722'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3722'MARK NOT FOUND.
 BE3722
 BE3722                          STATION RECOVERY (1996)
 BE3722
 BE3722'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1502 ***********************************************************************
 AA1502  DESIGNATION -  BAHIA HONDA 2 1909
 AA1502  PID         -  AA1502
 AA1502  STATE/COUNTY-  FL/MONROE
 AA1502  USGS QUAD   -  BIG PINE KEY (1972)
 AA1502
 AA1502                         *CURRENT SURVEY CONTROL
 AA1502  ___________________________________________________________________
 AA1502* NAD 83(1990)-  24 40 01.71432(N)    081 15 00.23390(W)     ADJUSTED  
 AA1502* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AA1502  ___________________________________________________________________
 AA1502  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AA1502  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 AA1502
 AA1502  HORZ ORDER  -  THIRD
 AA1502
 AA1502.The horizontal coordinates were established by classical geodetic methods
 AA1502.and adjusted by the National Geodetic Survey in May 1991..
 AA1502
 AA1502.The orthometric height was scaled from a topographic map.
 AA1502
 AA1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1502
 AA1502.The geoid height was determined by GEOID03.
 AA1502
 AA1502;                    North         East     Units Scale Factor Converg.
 AA1502;SPC FL E     -    36,995.457   174,689.771   MT  0.99994909   -0 06 15.7
 AA1502;SPC FL E     -   121,375.93    573,128.02   sFT  0.99994909   -0 06 15.7
 AA1502;UTM  17      - 2,728,114.816   474,698.406   MT  0.99960791   -0 06 15.7
 AA1502
 AA1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1502!SPC FL E     -   1.00000337  x   0.99994909  =   0.99995246
 AA1502!UTM  17      -   1.00000337  x   0.99960791  =   0.99961128
 AA1502
 AA1502:                Primary Azimuth Mark                     Grid Az
 AA1502:SPC FL E     -  WEST BAHIA HONDA 2 1909                  244 20 42.2
 AA1502:UTM  17      -  WEST BAHIA HONDA 2 1909                  244 20 42.2
 AA1502
 AA1502|---------------------------------------------------------------------|
 AA1502| PID    Reference Object                     Distance      Geod. Az  |
 AA1502|                                                           dddmmss.s |
 AA1502| AA1508 WEST BAHIA HONDA 2 1909             APPROX. 3.5 KM 2441426.5 |
 AA1502|---------------------------------------------------------------------|
 AA1502
 AA1502                          SUPERSEDED SURVEY CONTROL
 AA1502
 AA1502  NAD 83(1986)-  24 40 01.71629(N)    081 15 00.22092(W) AD(       ) 3
 AA1502  NAD 27      -  24 40 00.19687(N)    081 15 00.94524(W) AD(       ) 3
 AA1502
 AA1502.Superseded values are not recommended for survey control.
 AA1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1502.See file dsdata.txt to determine how the superseded data were derived.
 AA1502
 AA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7469828115(NAD 83)
 AA1502_MARKER: DS = TRIANGULATION STATION DISK
 AA1502_SETTING: 66 = SET IN ROCK OUTCROP
 AA1502_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA1502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1502+STABILITY: POSITION/ELEVATION WELL
 AA1502
 AA1502  HISTORY     - Date     Condition        Report By
 AA1502  HISTORY     - 1909     MONUMENTED       CGS
 AA1502  HISTORY     - 1934     MARK NOT FOUND   CGS
 AA1502  HISTORY     - 1989     GOOD             USPSQD
 AA1502
 AA1502                          STATION DESCRIPTION
 AA1502
 AA1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (IW)
 AA1502'ON A SAND POINT AT THE OUTER END OF THE CHANNEL AT THE E END
 AA1502'OF BAHIA HONDA KEY.  IT IS ON A SAND RIDGE, 9 METERS FROM HIGH
 AA1502'WATER MARK.  THE SAND OF THE KEY WAS BEING REMOVED FOR THE USE
 AA1502'OF THE FLORIDA EAST COAST RAILWAY.
 AA1502'THE REFERENCE PIPE BEING 15.49 METERS FROM THE STATION
 AA1502'N 26 DEG 34 MIN W.
 AA1502
 AA1502                          STATION RECOVERY (1934)
 AA1502
 AA1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 AA1502'STATION SEARCHED FOR BUT NOT FOUND.  SAND WAS REMOVED ALONG THE
 AA1502'BEACH FOR THE FLORIDA EAST COAST R.R.  THE STATION WAS PROBABLY
 AA1502'DESTROYED.
 AA1502
 AA1502                          STATION RECOVERY (1989)
 AA1502
 AA1502'RECOVERY NOTE BY US POWER SQUADRON 1989 (JO)
 AA1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1503 ***********************************************************************
 AA1503  DESIGNATION -  BAHIA HONDA 3
 AA1503  PID         -  AA1503
 AA1503  STATE/COUNTY-  FL/MONROE
 AA1503  USGS QUAD   -  BIG PINE KEY (1972)
 AA1503
 AA1503                         *CURRENT SURVEY CONTROL
 AA1503  ___________________________________________________________________
 AA1503* NAD 83(1990)-  24 40 04.47742(N)    081 15 00.81326(W)     ADJUSTED  
 AA1503* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AA1503  ___________________________________________________________________
 AA1503  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AA1503  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 AA1503
 AA1503  HORZ ORDER  -  FIRST
 AA1503
 AA1503.The horizontal coordinates were established by classical geodetic methods
 AA1503.and adjusted by the National Geodetic Survey in May 1991..
 AA1503
 AA1503.The orthometric height was scaled from a topographic map.
 AA1503
 AA1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1503
 AA1503.The geoid height was determined by GEOID03.
 AA1503
 AA1503;                    North         East     Units Scale Factor Converg.
 AA1503;SPC FL E     -    37,080.500   174,673.637   MT  0.99994910   -0 06 16.0
 AA1503;SPC FL E     -   121,654.94    573,075.09   sFT  0.99994910   -0 06 16.0
 AA1503;UTM  17      - 2,728,199.830   474,682.278   MT  0.99960792   -0 06 16.0
 AA1503
 AA1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1503!SPC FL E     -   1.00000321  x   0.99994910  =   0.99995231
 AA1503!UTM  17      -   1.00000321  x   0.99960792  =   0.99961113
 AA1503
 AA1503|---------------------------------------------------------------------|
 AA1503| PID    Reference Object                     Distance      Geod. Az  |
 AA1503|                                                           dddmmss.s |
 AA1503| CW7932 BAHIA HONDA 3 RM 2                   23.793 METERS 05856     |
 AA1503| AA1505 BAHIA HONDA BEACON 10               APPROX. 2.0 KM 3280700.5 |
 AA1503| CW7929 BAHIA HONDA 3 AZ MK                                3421153.7 |
 AA1503| CW7931 BAHIA HONDA 3 RM 1                   24.705 METERS 35018     |
 AA1503|---------------------------------------------------------------------|
 AA1503
 AA1503                          SUPERSEDED SURVEY CONTROL
 AA1503
 AA1503  NAD 83(1986)-  24 40 04.47937(N)    081 15 00.80019(W) AD(       ) 1
 AA1503  NAD 27      -  24 40 02.96333(N)    081 15 01.51966(W) AD(       ) 1
 AA1503
 AA1503.Superseded values are not recommended for survey control.
 AA1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1503.See file dsdata.txt to determine how the superseded data were derived.
 AA1503
 AA1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7468228200(NAD 83)
 AA1503_MARKER: DS = TRIANGULATION STATION DISK
 AA1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1503
 AA1503  HISTORY     - Date     Condition        Report By
 AA1503  HISTORY     - 1935     MONUMENTED       CGS
 AA1503  HISTORY     - 1936     SEE DESCRIPTION  CGS
 AA1503  HISTORY     - 1964     MARK NOT FOUND   CGS
 AA1503
 AA1503                          STATION DESCRIPTION
 AA1503
 AA1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 AA1503'THIS FIRST-ORDER STATION IS LOCATED ON THE EASTERN END OF BAHIA
 AA1503'HONDA KEY, AT THE OUTER END OF THE CHANNEL, ON SANDY, GRASSY
 AA1503'GROUND SCATTERED WITH BRUSH.  ABOUT 0.3 MILE S OF THE FLORIDA
 AA1503'EAST COAST RAILROAD TRACKS.  175 FEET W OF THE HIGH-WATER
 AA1503'MARK.  STATION MARK PROJECTS 7 INCHES.
 AA1503'
 AA1503'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AA1503'CONCRETE.
 AA1503'
 AA1503'REFERENCE MARK NO. 1 IS 81.07 FEET N OF THE STATION.  IT
 AA1503'PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS 78.06 FEET E OF
 AA1503'THE STATION.  IT PROJECTS 14 INCHES.
 AA1503'
 AA1503'AZIMUTH MARK IS 0.3 MILE NE OF THE STATION ON TOP OF THE
 AA1503'INTERSECTION OF THE S PARAPET WALL OF THE LOW-ARCHED PIER
 AA1503'RAILROAD BRIDGE WITH THE S WING WALL AT THE WESTERN END OF THE
 AA1503'BRIDGE.  IT IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN
 AA1503'THE CONCRETE.
 AA1503
 AA1503                          STATION RECOVERY (1936)
 AA1503
 AA1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AA1503'AZIMUTH MARK DESTROYED.  FOLLOWING OBJECTS VISIBLE FROM
 AA1503'GROUND - SOMBRERO KEY LIGHT.
 AA1503
 AA1503                          STATION RECOVERY (1964)
 AA1503
 AA1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GEV)
 AA1503'NOT RECOVERED.
 AA1503'
 AA1503'THE AREA WAS SEARCHED BY TWO MEN FOR TWO HOURS.  THE OWNER OF
 AA1503'THE PROPERTY STATED THAT HE FELT HE HAS WALKED EVERY FOOT OF THE
 AA1503'AREA AND HAD NEVER, IN MORE THAN 15 YEARS, SEEN EITHER OF THE
 AA1503'MONUMENTS.  HOWEVER, HE JOINED THE SEARCH FOR MORE THAN AN HOUR,
 AA1503'ALL TO NO AVAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1505 ***********************************************************************
 AA1505  DESIGNATION -  BAHIA HONDA BEACON 10
 AA1505  PID         -  AA1505
 AA1505  STATE/COUNTY-  FL/MONROE
 AA1505  USGS QUAD   -  BIG PINE KEY (1972)
 AA1505
 AA1505                         *CURRENT SURVEY CONTROL
 AA1505  ___________________________________________________________________
 AA1505* NAD 83(1990)-  24 40 59.89501(N)    081 15 38.54247(W)     ADJUSTED  
 AA1505* NAVD 88     -                                                        
 AA1505  ___________________________________________________________________
 AA1505  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AA1505  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AA1505
 AA1505  HORZ ORDER  -  THIRD
 AA1505
 AA1505.The horizontal coordinates were established by classical geodetic methods
 AA1505.and adjusted by the National Geodetic Survey in May 1991..
 AA1505
 AA1505
 AA1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1505
 AA1505.The geoid height was determined by GEOID03.
 AA1505
 AA1505;                    North         East     Units Scale Factor Converg.
 AA1505;SPC FL E     -    38,787.524   173,616.114   MT  0.99994977   -0 06 31.9
 AA1505;SPC FL E     -   127,255.40    569,605.53   sFT  0.99994977   -0 06 31.9
 AA1505;UTM  17      - 2,729,906.271   473,625.116   MT  0.99960859   -0 06 31.9
 AA1505
 AA1505                          SUPERSEDED SURVEY CONTROL
 AA1505
 AA1505  NAD 83(1986)-  24 40 59.89691(N)    081 15 38.52911(W) AD(       ) 4
 AA1505  NAD 27      -  24 40 58.38329(N)    081 15 39.24722(W) AD(       ) 3
 AA1505
 AA1505.Superseded values are not recommended for survey control.
 AA1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1505.See file dsdata.txt to determine how the superseded data were derived.
 AA1505
 AA1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7362529906(NAD 83)
 AA1505_MARKER: 14 = NAVIGATION LIGHT
 AA1505
 AA1505  HISTORY     - Date     Condition        Report By
 AA1505  HISTORY     - 1935     FIRST OBSERVED   CGS
 AA1505  HISTORY     - 1936     GOOD             CGS
 AA1505  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AA1505
 AA1505                          STATION DESCRIPTION
 AA1505
 AA1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 AA1505'BEACON 10 IS A THREE-PILE STRUCTURE WITH POINTER SURMOUNTED
 AA1505'WITH LANTERN BOX AND LIGHT, PAINTED RED.
 AA1505
 AA1505                          STATION RECOVERY (1936)
 AA1505
 AA1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AA1505'RECOVERED IN GOOD CONDITION.
 AA1505
 AA1505                          STATION RECOVERY (1983)
 AA1505
 AA1505'RECOVERY NOTE BY US POWER SQUADRON 1983 (HGB)
 AA1505'LANDMARK DESTROYED.
 AA1505'
 AA1505'STATION POSTION PLOTS APPROXIMATELY 100 YARDS SOUTH OF PRESENT BAHIA
 AA1505'HONDA CHANNEL LIGHT 20 ON A PILE NOT ON A THREE PILE DOLPHIN AS
 AA1505'BCN 10 WAS IN 1935.  1983 LIGHT LIST INDICATES THAT BAHIA HONDA
 AA1505'CHANNEL LIGHT 20 WAS BUILT IN 1931 AND REBUILT 1975, LIGHT LIST
 AA1505'GIVES NO POSITION.  RECOMMEND CONSIDER STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0567 ***********************************************************************
 AK0567  DESIGNATION -  BAILEY
 AK0567  PID         -  AK0567
 AK0567  STATE/COUNTY-  FL/VOLUSIA
 AK0567  USGS QUAD   -  ARIEL (1970)
 AK0567
 AK0567                         *CURRENT SURVEY CONTROL
 AK0567  ___________________________________________________________________
 AK0567* NAD 83(1990)-  28 52 43.92338(N)    080 51 09.49491(W)     ADJUSTED  
 AK0567* NAVD 88     -         3.148  (meters)      10.33   (feet)  ADJUSTED  
 AK0567  ___________________________________________________________________
 AK0567  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AK0567  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AK0567  DYNAMIC HT  -           3.143 (meters)      10.31  (feet)  COMP
 AK0567  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 AK0567
 AK0567  HORZ ORDER  -  FIRST
 AK0567  VERT ORDER  -  FIRST     CLASS I
 AK0567
 AK0567.The horizontal coordinates were established by classical geodetic methods
 AK0567.and adjusted by the National Geodetic Survey in May 1991..
 AK0567
 AK0567.The orthometric height was determined by differential leveling
 AK0567.and adjusted by the National Geodetic Survey in June 1991..
 AK0567
 AK0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK0567
 AK0567.The geoid height was determined by GEOID03.
 AK0567
 AK0567.The dynamic height is computed by dividing the NAVD 88
 AK0567.geopotential number by the normal gravity value computed on the
 AK0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0567.degrees latitude (g = 980.6199 gals.).
 AK0567
 AK0567.The modeled gravity was interpolated from observed gravity values.
 AK0567
 AK0567;                    North         East     Units Scale Factor Converg.
 AK0567;SPC FL E     -   503,614.080   214,374.715   MT  0.99994373   +0 04 16.2
 AK0567;SPC FL E     - 1,652,273.86    703,327.71   sFT  0.99994373   +0 04 16.2
 AK0567;UTM  17      - 3,194,574.231   514,369.811   MT  0.99960255   +0 04 16.2
 AK0567
 AK0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0567!SPC FL E     -   1.00000391  x   0.99994373  =   0.99994764
 AK0567!UTM  17      -   1.00000391  x   0.99960255  =   0.99960646
 AK0567
 AK0567|---------------------------------------------------------------------|
 AK0567| PID    Reference Object                     Distance      Geod. Az  |
 AK0567|                                                           dddmmss.s |
 AK0567| AK0566 BAILEY RM 1                                        14624     |
 AK0567| AK0562 BAILEY AZ MK                                       2702548.8 |
 AK0567| AK0565 BAILEY RM 2                                        27635     |
 AK0567|---------------------------------------------------------------------|
 AK0567
 AK0567                          SUPERSEDED SURVEY CONTROL
 AK0567
 AK0567  NAD 83(1986)-  28 52 43.93032(N)    080 51 09.50653(W) AD(       ) 1
 AK0567  NAD 27      -  28 52 42.96656(N)    080 51 10.31367(W) AD(       ) 1
 AK0567  NGVD 29 (??/??/92)    3.526  (m)           11.57   (f) ADJ UNCH    1 1
 AK0567
 AK0567.Superseded values are not recommended for survey control.
 AK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0567.See file dsdata.txt to determine how the superseded data were derived.
 AK0567
 AK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1437094574(NAD 83)
 AK0567_MARKER: DS = TRIANGULATION STATION DISK
 AK0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0567_STAMPING: BAILEY 1964
 AK0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0567+STABILITY: SURFACE MOTION
 AK0567
 AK0567  HISTORY     - Date     Condition        Report By
 AK0567  HISTORY     - 1964     MONUMENTED       CGS
 AK0567  HISTORY     - 1964     GOOD             CGS
 AK0567  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AK0567  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK0567  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0567  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AK0567  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0567
 AK0567                          STATION DESCRIPTION
 AK0567
 AK0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK0567'THE STATION IS ABOUT 1 MILE NORTH-NORTHEAST OF OAK HILL AND
 AK0567'100 YARDS EAST OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1.
 AK0567'
 AK0567'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND HALIFAX
 AK0567'AVENUE IN OAK HILL, GO NORTHERLY ON HIGHWAY 1 FOR 1 MILE TO
 AK0567'BAILEYS TRUCK STOP ON THE RIGHT AND THE STATION AS DESCRIBED.
 AK0567'
 AK0567'STATION, A STANDARD DISK STAMPED BAILEY 1964, IS SET IN THE
 AK0567'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AK0567'SURFACE OF THE GROUND.  IT IS 5.5 FEET WEST OF A STANDARD
 AK0567'METAL WITNESS POST.
 AK0567'
 AK0567'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAILEY NO 1
 AK0567'1964, IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH
 AK0567'THE SURFACE OF THE GROUND.  IT IS 2 FEET WEST OF A STANDARD
 AK0567'METAL WITNESS POST.
 AK0567'
 AK0567'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAILEY NO 2
 AK0567'1964, IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH
 AK0567'THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A
 AK0567'STANDARD METAL WITNESS POST.
 AK0567'
 AK0567'AZIMUTH MARK, A STANDARD DISK STAMPED BAILEY 1964, IS SET
 AK0567'IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 AK0567'THE GROUND.  IT IS 18 FEET NORTH OF THE APPROX. CENTER OF
 AK0567'BROOKE AVENUE, 1.5 FEET EAST OF POWER POLE NO. 5 AND 1.5
 AK0567'FEET SOUTH OF A STANDARD METAL WITNESS POST.
 AK0567'
 AK0567'TO REACH THE AZIMUTH FROM THE STATION, GO WEST, CROSSING
 AK0567'HIGHWAY 1, ON BROOKE AVENUE FOR 0.3 MILE TO THE MARK ON
 AK0567'THE RIGHT AS DESCRIBED.
 AK0567'
 AK0567'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
 AK0567
 AK0567                          STATION RECOVERY (1964)
 AK0567
 AK0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AK0567'1.1 MI N FROM OAK HILL.
 AK0567'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 AK0567'OF HALIFAX AVENUE, AT THE JUNCTION OF A SAND ROAD (BROOKE AVENUE)
 AK0567'LEADING WEST AND NEAR BAILEYS LARGE TRUCK STOP AND GARAGE,
 AK0567'APPROXIMATELY 190 YARDS SOUTH-SOUTHEAST OF AND ACROSS FOUR LANED
 AK0567'U.S. HIGHWAY 1 FROM OAK RM 3, 111 YARDS EAST OF THE CENTER LINE
 AK0567'OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1, 105 YARDS NORTH-NORTHEAST
 AK0567'OF NORTHEAST CORNER OF BAILEYS GARAGE BUILDING, 162 FEET EAST
 AK0567'OF THE SOUTHEAST CORNER OF A SMALL GREEN CONCRETE BLOCK HOUSE,
 AK0567'5.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND IS A DISK SET
 AK0567'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AK0567
 AK0567                          STATION RECOVERY (1984)
 AK0567
 AK0567'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0567'MARK NOT FOUND.
 AK0567
 AK0567                          STATION RECOVERY (1987)
 AK0567
 AK0567'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK0567'MARK NOT FOUND.
 AK0567
 AK0567                          STATION RECOVERY (1988)
 AK0567
 AK0567'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0567'MARK NOT FOUND.
 AK0567
 AK0567                          STATION RECOVERY (1989)
 AK0567
 AK0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK0567'MARK NOT FOUND.
 AK0567
 AK0567                          STATION RECOVERY (1990)
 AK0567
 AK0567'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0562 ***********************************************************************
 AK0562  DESIGNATION -  BAILEY AZ MK
 AK0562  PID         -  AK0562
 AK0562  STATE/COUNTY-  FL/VOLUSIA
 AK0562  USGS QUAD   -  ARIEL (1970)
 AK0562
 AK0562                         *CURRENT SURVEY CONTROL
 AK0562  ___________________________________________________________________
 AK0562* NAD 83(1986)-  28 52 44.     (N)    080 51 29.     (W)     SCALED    
 AK0562* NAVD 88     -         3.872  (meters)      12.70   (feet)  ADJUSTED  
 AK0562  ___________________________________________________________________
 AK0562  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AK0562  DYNAMIC HT  -           3.867 (meters)      12.69  (feet)  COMP
 AK0562  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 AK0562
 AK0562  VERT ORDER  -  FIRST     CLASS I
 AK0562
 AK0562.The horizontal coordinates were scaled from a topographic map and have
 AK0562.an estimated accuracy of +/- 6 seconds.
 AK0562
 AK0562.The orthometric height was determined by differential leveling
 AK0562.and adjusted by the National Geodetic Survey in June 1991..
 AK0562
 AK0562.The geoid height was determined by GEOID03.
 AK0562
 AK0562.The dynamic height is computed by dividing the NAVD 88
 AK0562.geopotential number by the normal gravity value computed on the
 AK0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0562.degrees latitude (g = 980.6199 gals.).
 AK0562
 AK0562.The modeled gravity was interpolated from observed gravity values.
 AK0562
 AK0562;                    North         East    Units  Estimated Accuracy
 AK0562;SPC FL E     -   503,620.      213,850.      MT  (+/- 180 meters Scaled)
 AK0562
 AK0562                          SUPERSEDED SURVEY CONTROL
 AK0562
 AK0562  NGVD 29 (??/??/92)    4.250  (m)           13.94   (f) ADJ UNCH    1 1
 AK0562
 AK0562.Superseded values are not recommended for survey control.
 AK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0562.See file dsdata.txt to determine how the superseded data were derived.
 AK0562
 AK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM138945(NAD 83)
 AK0562_MARKER: DZ = AZIMUTH MARK DISK
 AK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0562_STAMPING: BAILEY 1964
 AK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0562+STABILITY: SURFACE MOTION
 AK0562
 AK0562  HISTORY     - Date     Condition        Report By
 AK0562  HISTORY     - 1964     MONUMENTED       CGS
 AK0562  HISTORY     - 1984     GOOD             USPSQD
 AK0562  HISTORY     - 1985     GOOD             USPSQD
 AK0562  HISTORY     - 1987     GOOD             USPSQD
 AK0562  HISTORY     - 1987     GOOD             USPSQD
 AK0562  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AK0562
 AK0562                          STATION DESCRIPTION
 AK0562
 AK0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK0562'1.4 MI NW FROM OAK HILL.
 AK0562'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 AK0562'OF HALIFAX AVENUE, THENCE 0.3 MILE WEST ALONG A SAND ROAD, ABOUT
 AK0562'88 YARDS EAST OF THE JUNCTION OF A PRIVATE DRIVE LEADING NORTH
 AK0562'TO TWO SMALL WHITE WOODEN FRAME HOUSES, 17 FEET NORTH OF THE
 AK0562'CENTER LINE OF THE SAND ROAD, 2 FEET EAST OF A POWER LINE POLE
 AK0562'NO. 5, 1.5 FEET SOUTH OF A STEEL WITNESS POST, AND IS AN AZIMUTH
 AK0562'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AK0562'NOTE-- MARK MAY ALSO BE REACHED BY GOING 0.2 MILE EAST ALONG THE
 AK0562'SAND ROAD FROM THE CROSSING OF THE FLORIDA EAST COAST RAILROAD.
 AK0562
 AK0562                          STATION RECOVERY (1984)
 AK0562
 AK0562'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0562'BROOKE AVE. IS NOW BROOKE CIRCLE RD. ROADWAY HAS BE RESURFACED AND IS
 AK0562'NO LONGERA SAND ROAD. WITNESS POST IN PLACE. POLE 5 IN PLACE AS
 AK0562'INDICATED.
 AK0562
 AK0562                          STATION RECOVERY (1985)
 AK0562
 AK0562'RECOVERY NOTE BY US POWER SQUADRON 1985 (IEE)
 AK0562'RECOVERED IN GOOD CONDITION.
 AK0562
 AK0562                          STATION RECOVERY (1987)
 AK0562
 AK0562'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AK0562'RECOVERED IN GOOD CONDITION.
 AK0562
 AK0562                          STATION RECOVERY (1987)
 AK0562
 AK0562'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK0562'RECOVERED IN GOOD CONDITION.
 AK0562
 AK0562                          STATION RECOVERY (1989)
 AK0562
 AK0562'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0566 ***********************************************************************
 AK0566  DESIGNATION -  BAILEY RM 1
 AK0566  PID         -  AK0566
 AK0566  STATE/COUNTY-  FL/VOLUSIA
 AK0566  USGS QUAD   -  ARIEL (1970)
 AK0566
 AK0566                         *CURRENT SURVEY CONTROL
 AK0566  ___________________________________________________________________
 AK0566* NAD 83(1986)-  28 52 44.     (N)    080 51 09.     (W)     SCALED    
 AK0566* NAVD 88     -         3.003  (meters)       9.85   (feet)  ADJUSTED  
 AK0566  ___________________________________________________________________
 AK0566  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AK0566  DYNAMIC HT  -           2.999 (meters)       9.84  (feet)  COMP
 AK0566  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 AK0566
 AK0566  VERT ORDER  -  FIRST     CLASS I
 AK0566
 AK0566.The horizontal coordinates were scaled from a topographic map and have
 AK0566.an estimated accuracy of +/- 6 seconds.
 AK0566
 AK0566.The orthometric height was determined by differential leveling
 AK0566.and adjusted by the National Geodetic Survey in June 1991..
 AK0566
 AK0566.The geoid height was determined by GEOID03.
 AK0566
 AK0566.The dynamic height is computed by dividing the NAVD 88
 AK0566.geopotential number by the normal gravity value computed on the
 AK0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0566.degrees latitude (g = 980.6199 gals.).
 AK0566
 AK0566.The modeled gravity was interpolated from observed gravity values.
 AK0566
 AK0566;                    North         East    Units  Estimated Accuracy
 AK0566;SPC FL E     -   503,620.      214,390.      MT  (+/- 180 meters Scaled)
 AK0566
 AK0566                          SUPERSEDED SURVEY CONTROL
 AK0566
 AK0566  NGVD 29 (??/??/92)    3.382  (m)           11.10   (f) ADJ UNCH    1 1
 AK0566
 AK0566.Superseded values are not recommended for survey control.
 AK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0566.See file dsdata.txt to determine how the superseded data were derived.
 AK0566
 AK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM143945(NAD 83)
 AK0566_MARKER: DR = REFERENCE MARK DISK
 AK0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0566_STAMPING: BAILEY NO 1 1964
 AK0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0566+STABILITY: SURFACE MOTION
 AK0566
 AK0566  HISTORY     - Date     Condition        Report By
 AK0566  HISTORY     - 1964     MONUMENTED       CGS
 AK0566  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AK0566  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK0566  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK0566  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0566  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AK0566
 AK0566                          STATION DESCRIPTION
 AK0566
 AK0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK0566'1.1 MI N FROM OAK HILL.
 AK0566'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 AK0566'OF HALIFAX AVENUE, AT THE JUNCTION OF A SAND ROAD (BROOKE AVENUE)
 AK0566'LEADING WEST AND NEAR BAILEYS LARGE TRUCK STOP AND GARAGE, 118
 AK0566'YARDS EAST OF THE CENTER LINE OF THE NORTH-BOUND LANES OF U.S.
 AK0566'HIGHWAY 1, 92 YARDS NORTHEAST OF THE NORTHEAST CORNER OF BAILEYS
 AK0566'GARAGE BUILDING, 203 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AK0566'A SMALL GREEN CONCRETE BLOCK HOUSE, 84.5 FEET SOUTH-SOUTHEAST
 AK0566'OF STATION BAILEY, 2 FEET WEST OF A METAL WITNESS POST AND IS
 AK0566'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AK0566
 AK0566                          STATION RECOVERY (1984)
 AK0566
 AK0566'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0566'MARK NOT FOUND.
 AK0566
 AK0566                          STATION RECOVERY (1987)
 AK0566
 AK0566'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AK0566'MARK NOT FOUND.
 AK0566
 AK0566                          STATION RECOVERY (1987)
 AK0566
 AK0566'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK0566'MARK NOT FOUND.
 AK0566
 AK0566                          STATION RECOVERY (1988)
 AK0566
 AK0566'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0566'MARK NOT FOUND.
 AK0566
 AK0566                          STATION RECOVERY (1989)
 AK0566
 AK0566'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK0565 ***********************************************************************
 AK0565  DESIGNATION -  BAILEY RM 2
 AK0565  PID         -  AK0565
 AK0565  STATE/COUNTY-  FL/VOLUSIA
 AK0565  USGS QUAD   -  ARIEL (1970)
 AK0565
 AK0565                         *CURRENT SURVEY CONTROL
 AK0565  ___________________________________________________________________
 AK0565* NAD 83(1986)-  28 52 44.     (N)    080 51 09.     (W)     SCALED    
 AK0565* NAVD 88     -         3.753  (meters)      12.31   (feet)  ADJUSTED  
 AK0565  ___________________________________________________________________
 AK0565  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AK0565  DYNAMIC HT  -           3.748 (meters)      12.30  (feet)  COMP
 AK0565  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 AK0565
 AK0565  VERT ORDER  -  FIRST     CLASS I
 AK0565
 AK0565.The horizontal coordinates were scaled from a topographic map and have
 AK0565.an estimated accuracy of +/- 6 seconds.
 AK0565
 AK0565.The orthometric height was determined by differential leveling
 AK0565.and adjusted by the National Geodetic Survey in June 1991..
 AK0565
 AK0565.The geoid height was determined by GEOID03.
 AK0565
 AK0565.The dynamic height is computed by dividing the NAVD 88
 AK0565.geopotential number by the normal gravity value computed on the
 AK0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0565.degrees latitude (g = 980.6199 gals.).
 AK0565
 AK0565.The modeled gravity was interpolated from observed gravity values.
 AK0565
 AK0565;                    North         East    Units  Estimated Accuracy
 AK0565;SPC FL E     -   503,620.      214,390.      MT  (+/- 180 meters Scaled)
 AK0565
 AK0565                          SUPERSEDED SURVEY CONTROL
 AK0565
 AK0565  NGVD 29 (??/??/92)    4.132  (m)           13.56   (f) ADJ UNCH    1 1
 AK0565
 AK0565.Superseded values are not recommended for survey control.
 AK0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0565.See file dsdata.txt to determine how the superseded data were derived.
 AK0565
 AK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM143945(NAD 83)
 AK0565_MARKER: DR = REFERENCE MARK DISK
 AK0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK0565_STAMPING: BAILEY NO 2 1964
 AK0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0565+STABILITY: SURFACE MOTION
 AK0565
 AK0565  HISTORY     - Date     Condition        Report By
 AK0565  HISTORY     - 1964     MONUMENTED       CGS
 AK0565  HISTORY     - 1984     GOOD             USPSQD
 AK0565  HISTORY     - 1987     GOOD             USPSQD
 AK0565  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK0565  HISTORY     - 1988     GOOD             USPSQD
 AK0565  HISTORY     - 1989     GOOD             USPSQD
 AK0565
 AK0565                          STATION DESCRIPTION
 AK0565
 AK0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK0565'1.1 MI N FROM OAK HILL.
 AK0565'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 AK0565'OF HALIFAX AVENUE, AT THE JUNCTION OF A SAND ROAD (BROOKE AVENUE)
 AK0565'LEADING WEST AND NEAR BAILEYS LARGE TRUCK STOP AND GARAGE,
 AK0565'84 YARDS EAST OF THE CENTER LINE OF THE NORTH-BOUND LANES OF
 AK0565'U.S. HIGHWAY 1 102 YARDS NORTH-NORTHEAST OF THE NORTHEAST CORNER
 AK0565'OF BAILEYS GARAGE BUILDING, 84.3 FEET WEST-NORTHWEST OF STATION
 AK0565'BAILEY, 80.5 FEET EAST OF THE NORTHEAST CORNER OF A SMALL GREEN
 AK0565'CONCRETE BLOCK HOUSE, 2 FEET SOUTH OF A METAL WITNESS POST, AND
 AK0565'IS A DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AK0565
 AK0565                          STATION RECOVERY (1984)
 AK0565
 AK0565'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0565'WITNESS POST STILL IN PLACE, SIGN HAS BEEN REMOVED.
 AK0565
 AK0565                          STATION RECOVERY (1987)
 AK0565
 AK0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 AK0565'RECOVERED IN GOOD CONDITION.
 AK0565
 AK0565                          STATION RECOVERY (1987)
 AK0565
 AK0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AK0565'MARK NOT FOUND.
 AK0565
 AK0565                          STATION RECOVERY (1988)
 AK0565
 AK0565'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0565'RECOVERED IN GOOD CONDITION.
 AK0565
 AK0565                          STATION RECOVERY (1989)
 AK0565
 AK0565'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0802 ***********************************************************************
 AL0802  DESIGNATION -  BAILEYS BLUFF
 AL0802  PID         -  AL0802
 AL0802  STATE/COUNTY-  FL/PASCO
 AL0802  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0802
 AL0802                         *CURRENT SURVEY CONTROL
 AL0802  ___________________________________________________________________
 AL0802* NAD 83(1990)-  28 12 22.05372(N)    082 46 57.12806(W)     ADJUSTED  
 AL0802* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0802  ___________________________________________________________________
 AL0802  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AL0802  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AL0802
 AL0802  HORZ ORDER  -  THIRD
 AL0802
 AL0802.The horizontal coordinates were established by classical geodetic methods
 AL0802.and adjusted by the National Geodetic Survey in May 1991..
 AL0802
 AL0802.The orthometric height was scaled from a topographic map.
 AL0802
 AL0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0802
 AL0802.The geoid height was determined by GEOID03.
 AL0802
 AL0802;                    North         East     Units Scale Factor Converg.
 AL0802;SPC FL W     -   429,298.722   123,178.492   MT  1.00001399   -0 22 11.6
 AL0802;SPC FL W     - 1,408,457.56    404,128.10   sFT  1.00001399   -0 22 11.6
 AL0802;UTM  17      - 3,121,322.855   325,055.515   MT  0.99997775   -0 50 33.8
 AL0802
 AL0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0802!SPC FL W     -   1.00000385  x   1.00001399  =   1.00001784
 AL0802!UTM  17      -   1.00000385  x   0.99997775  =   0.99998160
 AL0802
 AL0802|---------------------------------------------------------------------|
 AL0802| PID    Reference Object                     Distance      Geod. Az  |
 AL0802|                                                           dddmmss.s |
 AL0802| AL7479 BAILEYS BLUFF RM 1                   11.480 METERS 06811     |
 AL0802| CW6725 BAILEYS BLUFF RM 2                   17.640 METERS 16219     |
 AL0802| AL0813 ANCLOTE RIVER ENTRANCE BEACON       APPROX. 3.6 KM 2145251.5 |
 AL0802| AL0806 ANCLOTE RIVER RANGE REAR LIGHT      APPROX. 3.7 KM 2204114.9 |
 AL0802| AL0805 ANCLOTE RIVER CUT B RNG R LT        APPROX. 3.7 KM 2204112.1 |
 AL0802| AL0824 ANCLOTE ANCHORAGE BEACON 1          APPROX. 4.8 KM 2252442.9 |
 AL0802| AL0798 ANCLOTE RIVER LIGHT 1               APPROX. 5.6 KM 2291215.9 |
 AL0802| AL0810 ANCLOTE ANCHORAGE BEACON 7          APPROX. 6.8 KM 2324834.9 |
 AL0802| AL0790 ANCLOTE KEYS LH                     APPROX. 7.5 KM 2343711.6 |
 AL0802| AL0827 ANCLOTE ANCHORAGE BCN 2 CONE        APPROX. 3.5 KM 2451016.8 |
 AL0802| AL0799 ANCLOTE ANCHORAGE BEACON RED        APPROX. 4.0 KM 2741159.0 |
 AL0802| AL0825 NORTH ANCLOTE LIGHT 6               APPROX. 3.7 KM 2764916.7 |
 AL0802| AL0793 SAD BIRDRACK                        APPROX. 6.6 KM 2853646.5 |
 AL0802| AL0804 DRIB BIRDRACK                       APPROX. 2.6 KM 3143157.1 |
 AL0802|---------------------------------------------------------------------|
 AL0802
 AL0802                          SUPERSEDED SURVEY CONTROL
 AL0802
 AL0802  NAD 83(1986)-  28 12 22.06151(N)    082 46 57.13740(W) AD(       ) 3
 AL0802  NAD 27      -  28 12 21.01600(N)    082 46 57.78200(W) AD(       ) 3
 AL0802
 AL0802.Superseded values are not recommended for survey control.
 AL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0802.See file dsdata.txt to determine how the superseded data were derived.
 AL0802
 AL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2505621323(NAD 83)
 AL0802_MARKER: DS = TRIANGULATION STATION DISK
 AL0802_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AL0802_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AL0802
 AL0802  HISTORY     - Date     Condition        Report By
 AL0802  HISTORY     - 1910     MONUMENTED       CGS
 AL0802  HISTORY     - 1925     GOOD             CGS
 AL0802  HISTORY     - 1940     GOOD             CGS
 AL0802  HISTORY     - 1950     GOOD             CGS
 AL0802  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AL0802
 AL0802                          STATION DESCRIPTION
 AL0802
 AL0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (GHR)
 AL0802'STATION IS NEAR THE SOUTHWESTERN EDGE OF A POINT KNOWN AS
 AL0802'BAILEYS BLUFF ABOUT 2 MILES N OF THE MOUTH OF THE ANCLOTE
 AL0802'RIVER.  THE STATION IS ON A BANK 8 FEET ABOVE HIGH WATER, ABOUT
 AL0802'30 METERS SE OF A BARN, AND FROM 100 TO 200 METERS S OF SOME
 AL0802'HOUSES.  IT IS 10 PACES FROM HIGH-WATER MARK TO THE W AND 25
 AL0802'PACES FROM HIGH-WATER MARK TO THE S.
 AL0802'
 AL0802'STATION MARK IS A STANDARD BRONZE DISK SET IN 6-INCH TILE FILLED
 AL0802'WITH CONCRETE.
 AL0802'
 AL0802'UNDERGROUND MARK IS AN IRON NAIL, A COPPER BOLT, OR A BOTTLE,
 AL0802'EMBEDDED IN A BLOCK OF CONCRETE.
 AL0802'
 AL0802'REFERENCE MARK IS A STANDARD CAP STATION MARK SCREWED TO THE TOP
 AL0802'OF A 3-INCH GALVANIZED-IRON PIPE, 11.44 METERS FROM THE STATION
 AL0802'N 67 DEG 37 MIN E.
 AL0802'
 AL0802'A PALMETTO TREE, MARKED WITH A TRIANGULAR BLAZE WITH A NAIL
 AL0802'AT EACH VERTEX, IS 19.44 METERS FROM THE STATION
 AL0802'N 16 DEG 50 MIN E.
 AL0802
 AL0802                          STATION RECOVERY (1925)
 AL0802
 AL0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (RPE)
 AL0802'NEAR THE SW EDGE OF A POINT KNOWN AS BAILEYS BLUFF, ABOUT 2
 AL0802'MILES N OF THE MOUTH OF ANCLOTE RIVER.  THE STATION IS IN A SCRUB
 AL0802'OAK THICKET ON A BANK OF ABOUT 6 FEET ELEVATION.  IT IS ABOUT 30
 AL0802'METERS SW OF A DESERTED DWELLING, 3 METERS E OF THE BANK, AND
 AL0802'ABOUT 24 METERS N OF AN OLD E-AND-W WIRE FENCE.  THE STATION IS
 AL0802'FLUSH WITH THE GROUND.  THE DATE OR THE NAME IS NOT STAMPED IN
 AL0802'THE STATION MARK.
 AL0802
 AL0802                          STATION RECOVERY (1940)
 AL0802
 AL0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KGC)
 AL0802'THE STATION IS LOCATED ABOUT 4.4 MILES WSW OF ELFERS, ABOUT 3.3
 AL0802'MILES N OF ANCLOTE, ABOUT 2 MILES NNE OF THE MOUTH OF THE
 AL0802'ANCLOTE RIVER, NEAR THE SOUTHWESTERN EDGE OF BAILEYS BLUFF.  IT
 AL0802'IS ABOUT 425 FEET SSW OF SOME HOUSES, 9 FEET E OF EDGE OF 4-FOOT
 AL0802'BANK, ABOUT 63 FEET N OF HIGH-WATER MARK, AND 63.67 FEET
 AL0802'196-1/2 DEG (MAGNETIC AZIMUTH COMPASS) FROM A PALM TREE ON EDGE
 AL0802'OF BANK WITH A TRIANGULAR BLAZE AND NAIL IN EACH CORNER OF
 AL0802'BLAZE.  STATION MARK IS SURROUNDED WITH LOW PALMETTO.
 AL0802'
 AL0802'STATION MARK IS A STANDARD DISK STAMPED BAILEYS BLUFF 1910,
 AL0802'SET IN THE TOP OF AN 8-INCH TERRA COTTA PIPE WHICH IS FILLED WITH
 AL0802'CONCRETE AND IS FLUSH WITH THE GROUND.
 AL0802'
 AL0802'REFERENCE MARK NO. 1 IS A STANDARD DISK TRIANGULATION STATION
 AL0802'SCREW CAP, STAMPED BAILEYS BLUFF R.M. NO. 1 1910, SCREWED ON THE
 AL0802'TOP OF A 3-INCH IRON PIPE WHICH EXTENDS 4 FEET ABOVE THE BOTTOM
 AL0802'OF A 6-FOOT SQUARE HOLE DUG AROUND IT.  IT IS 37.64 FEET 67
 AL0802'1/2 DEG (MAGNETIC AZIMUTH COMPASS) 247 DEG 37 MIN (GEODETIC
 AL0802'AZIMUTH) FROM THE STATION.
 AL0802'
 AL0802'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BAILEYS BLUFF
 AL0802'1910 NO. 2 1940, SET IN THE TOP OF A 7-INCH ROUND CONCRETE
 AL0802'MONUMENT WHICH EXTENDS 6 INCHES ABOVE GROUND.  IT IS 57.93
 AL0802'FEET, 161-1/2 DEG (MAGNETIC AZIMUTH COMPASS) FROM THE STATION,
 AL0802'IN THE SE EDGE OF THE PALMETTO, 9.5 FEET N OF AN 8-INCH PINE,
 AL0802'19.5 FEET W OF A 10-INCH PINE, AND 7.4 FEET SE OF A 12-INCH LIVE
 AL0802'OAK, ALL WITH TRIANGULAR BLAZES.
 AL0802'
 AL0802'TO REACH THE STATION FROM ANCLOTE, GO NE PAST A WOODEN CHURCH
 AL0802'ON A SAND ROAD 0.1 MILE TO A CROSS ROAD (PINELLAS COUNTY LINE),
 AL0802'TURN DUE N, GO ABOUT 1.55 MILES, TURN E ON MAIN-TRAVELED SAND
 AL0802'ROAD AND GO ABOUT 0.2 MILE, N 0.2 MILE, E 0.25 MILE TO A SAND
 AL0802'ROAD TURNING LEFT OR N, TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD
 AL0802'ABOUT 1.0 MILE TO BAILEYS BLUFF, SOME HOUSES AND THE STATION.
 AL0802'
 AL0802'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 AL0802'1910 DESCRIPTION--
 AL0802'
 AL0802'1.  PASCO COUNTY INSTEAD OF HILLSBORO COUNTY.
 AL0802'
 AL0802'2.  BARN HAS BEEN REMOVED.
 AL0802'
 AL0802'3.  ABOUT 425 FEET S OF HOUSES INSTEAD OF 100 TO 200 METERS.
 AL0802'
 AL0802'4.  THE MARK IS SET IN A 8-INCH TERRA-COTTA PIPE.
 AL0802'
 AL0802'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 AL0802'1925 RECOVERY NOTE BY R.P. EYMAN--
 AL0802'
 AL0802'1.  THE OLD E-W WIRE FENCE HAS BEEN REMOVED.
 AL0802
 AL0802                          STATION RECOVERY (1950)
 AL0802
 AL0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (IRR)
 AL0802'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION, EXCEPT
 AL0802'STATION MARK IS NOW ONLY 1.5 FEET FROM EDGE OF SAND BLUFF, INSTEAD
 AL0802'OF 9.0 FEET.
 AL0802
 AL0802                          STATION RECOVERY (1952)
 AL0802
 AL0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0802'STATION DESTROYED.
 AL0802'
 AL0802'THE BLUFF AT STATION SITE HAS ERODED UNTIL MARK WAS IN DANGER
 AL0802'OF BEING LOST.  A NEW STATION BAILEYS BLUFF 2, 1952 WAS ESTABLISHED
 AL0802'INSHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL0801 ***********************************************************************
 AL0801  DESIGNATION -  BAILEYS BLUFF 2
 AL0801  PID         -  AL0801
 AL0801  STATE/COUNTY-  FL/PASCO
 AL0801  USGS QUAD   -  TARPON SPRINGS (1995)
 AL0801
 AL0801                         *CURRENT SURVEY CONTROL
 AL0801  ___________________________________________________________________
 AL0801* NAD 83(1990)-  28 12 22.04336(N)    082 46 57.00460(W)     ADJUSTED  
 AL0801* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AL0801  ___________________________________________________________________
 AL0801  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AL0801  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AL0801
 AL0801  HORZ ORDER  -  THIRD
 AL0801
 AL0801.The horizontal coordinates were established by classical geodetic methods
 AL0801.and adjusted by the National Geodetic Survey in May 1991..
 AL0801
 AL0801.The orthometric height was scaled from a topographic map.
 AL0801
 AL0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AL0801
 AL0801.The geoid height was determined by GEOID03.
 AL0801
 AL0801;                    North         East     Units Scale Factor Converg.
 AL0801;SPC FL W     -   429,298.381   123,181.857   MT  1.00001398   -0 22 11.5
 AL0801;SPC FL W     - 1,408,456.44    404,139.14   sFT  1.00001398   -0 22 11.5
 AL0801;UTM  17      - 3,121,322.486   325,058.876   MT  0.99997773   -0 50 33.7
 AL0801
 AL0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0801!SPC FL W     -   1.00000385  x   1.00001398  =   1.00001783
 AL0801!UTM  17      -   1.00000385  x   0.99997773  =   0.99998158
 AL0801
 AL0801|---------------------------------------------------------------------|
 AL0801| PID    Reference Object                     Distance      Geod. Az  |
 AL0801|                                                           dddmmss.s |
 AL0801| AL7479 BAILEYS BLUFF RM 1                    8.100 METERS 05750     |
 AL0801| AL0800 BAILEYS BLUFF 3                       5.036 METERS 13238     |
 AL0801| CW6725 BAILEYS BLUFF RM 2                   16.634 METERS 17310     |
 AL0801| AL0825 NORTH ANCLOTE LIGHT 6               APPROX. 3.7 KM 2764912.2 |
 AL0801|---------------------------------------------------------------------|
 AL0801
 AL0801                          SUPERSEDED SURVEY CONTROL
 AL0801
 AL0801  NAD 83(1986)-  28 12 22.05115(N)    082 46 57.01393(W) AD(       ) 3
 AL0801  NAD 27      -  28 12 21.00500(N)    082 46 57.65800(W) AD(       ) 3
 AL0801
 AL0801.Superseded values are not recommended for survey control.
 AL0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0801.See file dsdata.txt to determine how the superseded data were derived.
 AL0801
 AL0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2505921322(NAD 83)
 AL0801_MARKER: DS = TRIANGULATION STATION DISK
 AL0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0801
 AL0801  HISTORY     - Date     Condition        Report By
 AL0801  HISTORY     - 1952     MONUMENTED       CGS
 AL0801  HISTORY     - 1955     GOOD             CGS
 AL0801  HISTORY     - 1958     GOOD             CGS
 AL0801  HISTORY     - 1959     GOOD             CGS
 AL0801
 AL0801                          STATION DESCRIPTION
 AL0801
 AL0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JEW)
 AL0801'STATION IS LOCATED ABOUT 4.4 MILES WSW OF ELFERS, ABOUT 3.3
 AL0801'MILES N OF ANCLOTE, ABOUT 2 MILES NNE OF THE MOUTH OF THE ANCLOTE
 AL0801'RIVER, NEAR THE SW EDGE OF BAILEYS BLUFF.  IT IS 3.90 METERS E
 AL0801'OF A 4-FOOT BANK AND 20.9 METERS E OF MEAN HIGH-WATER
 AL0801'LINE.  STATION MARK IS SURROUNDED WITH LOW PALMETTO.
 AL0801'
 AL0801'STATION MARK IS A STANDARD DISK, STAMPED BAILEYS BLUFF 2 1952
 AL0801'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT EXTENDING 3
 AL0801'INCHES ABOVE GROUND.  A WITNESS POST WAS PLACED 1.0 METER W OF
 AL0801'STATION AND EXTENDS 18 INCHES ABOVE GROUND.
 AL0801'
 AL0801'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAILEYS BLUFF
 AL0801'RM NO 1 1910 SCREWED ON THE TOP OF A 3-INCH IRON PIPE.  PIPE WAS
 AL0801'REINFORCED WITH CONCRETE AT ITS BASE, AND DIRT WAS PILED AROUND
 AL0801'THE CONCRETE.  PIPE IS IN A 4-FOOT HOLE, 6 FEET IN DIAMETER
 AL0801'AND EXTENDS 18 INCHES ABOVE THE DIRT MOUND AT BASE.  IT IS 8.100
 AL0801'METERS NE OF STATION.
 AL0801'
 AL0801'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAILEYS BLUFF NO
 AL0801'2 1910 1940 SET IN THE TOP OF A 7-INCH ROUND CONCRETE
 AL0801'MONUMENT WHICH EXTENDS 6 INCHES ABOVE GROUND.  IT IS 2.20 METERS
 AL0801'S OF BLAZED FORKED OAK TREE ABOUT 2 FEET ACROSS AT ITS BASE.  IT
 AL0801'IS 16.634 METERS SE OF STATION.  W EDGE OF OAK TREE IS ON
 AL0801'RANGE BETWEEN STATION AND REFERENCE MARK 2.
 AL0801'
 AL0801'STATION WAS REACHED BY BOAT BUT IT IS POSSIBLE TO GET WITHIN
 AL0801'150 METERS N OF STATION SITE BY A 4 WHEELED DRIVE VEHICLE OVER
 AL0801'A SAND ROAD FROM ELFERS.
 AL0801
 AL0801                          STATION RECOVERY (1955)
 AL0801
 AL0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FLL)
 AL0801'REPORT OF MR. FLOYD L. LAWSON, CIVIL ENGINEER, NEW PORT RICHEY,
 AL0801'FLA., DATED DECEMBER 23, 1955--
 AL0801'
 AL0801'THE STATION AND REFERENCE MARKS WERE RECOVERED.  THE STATION
 AL0801'IS NOW WITNESSED BY A CONCRETE POST AND EROSION IS STILL 9 OR
 AL0801'10 FT. AWAY.  THE PIPE HOLDING REFERENCE MARK NO. 1 IS STILL
 AL0801'RIGID ALTHOUGH IT IS DEEPLY CORRODED.  THE PALM TREE N OF THE
 AL0801'STATION, MENTIONED IN THE ORIGINAL DESCRIPTION, IS STILL STANDING
 AL0801'AND THE BLAZE IS CLEAR.  THE 8 AND 10 IN. PINE TREES IN THE
 AL0801'1940 RECOVERY NOTE, HAVE BEEN REMOVED BUT THE 12-IN. OAK TREE
 AL0801'IS INTACT AND THE BLAZE IS CLEAR.
 AL0801
 AL0801                          STATION RECOVERY (1958)
 AL0801
 AL0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 AL0801'THE STATION MARK AND RFERENCE MARK 1 1910 WERE RECOVERED AND THE
 AL0801'STATION WAS FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARK
 AL0801'APPEARS TO HAVE BEEN MOVED OUT OF POSITION.  REFERENCE MARK NO. 2
 AL0801'1910 1940 WAS PROBABLY DESTROYED AS THE AREA IS NOW BEING
 AL0801'DEVELOPED AND IS BEING LAYED OUT INTO LOTS.  THE STATION
 AL0801'CAN BE REACHED BY TRUCK.  A TO REACH FOLLOWS--
 AL0801'
 AL0801'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 595 AND
 AL0801'U.S. HIGHWAY 19 IN W EDGE OF NEW PORT RICHEY, GO S ON U.S.
 AL0801'HIGHWAY 19 FOR 1.9 MI. TO A CROSSROAD, TURN RIGHT (W) ON A
 AL0801'GRAVELED ROAD FOR 0.8 MI. TO SIGN (BAILEYS BLUFF ESTATES, 3
 AL0801'MI.), TURN LEFT AND GO S AND W (FOLLOWING THE MAIN ROAD) FOR
 AL0801'2.9 MI. TO A T-INTERSECTION, TURN RIGHT, GO 0.3 MI. TO SUNSET
 AL0801'BOULEVARD LEFT, CONTINUE STRAIGHT AHEAD ON PINE VIEW DRIVE FOR
 AL0801'0.35 MI. TO LOT NO. 11 AND THE STATION IN THE CENTER OF THE
 AL0801'LOT, THIS IS JUST BEFORE COMING TO THE END OF THE ROAD ON THE
 AL0801'POINT.
 AL0801
 AL0801                          STATION RECOVERY (1959)
 AL0801
 AL0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 AL0801'THIS STATION AND REFERENCE MARK 1 WERE RECOVERED IN FEBRUARY,
 AL0801'1959.  THE STATION WAS IN GOOD CONDITION EXCEPT THAT IT WAS ON A
 AL0801'2-FT. MOUND OF DIRT IN WHAT IS NOW THE SUBDIVISION OF
 AL0801'BAILEYS BLUFF.  IT WOULD HAVE BEEN DESTROYED BY HOUSE
 AL0801'CONSTRUCTION IN THE NEAR FUTURE.  REFERENCE MARK 1 HAD BEEN
 AL0801'DISTURBED.  THE PIPE WAS LEANING.  REFERENCE MARK 2 WAS
 AL0801'SEARCHED FOR BUT NOT RECOVERED.
 AL0801'
 AL0801'BAILEYS BLUFF 3, REFERENCE MARKS 3 AND 4 WERE SET ON THE
 AL0801'PROPERTY LINES BETWEEN LOTS WHERE THEY WILL NOT BE DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AL7479 ***********************************************************************
 AL7479  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7479  DESIGNATION -  BAILEYS BLUFF RM 1
 AL7479  PID         -  AL7479
 AL7479  STATE/COUNTY-  FL/PASCO
 AL7479  USGS QUAD   -  TARPON SPRINGS (1995)
 AL7479
 AL7479                         *CURRENT SURVEY CONTROL
 AL7479  ___________________________________________________________________
 AL7479* NAD 83(1986)-  28 12 24.     (N)    082 46 56.     (W)     SCALED    
 AL7479* NAVD 88     -         1.264  (meters)       4.15   (feet)  ADJUSTED  
 AL7479  ___________________________________________________________________
 AL7479  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AL7479  DYNAMIC HT  -           1.262 (meters)       4.14  (feet)  COMP
 AL7479  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 AL7479
 AL7479  VERT ORDER  -  SECOND    CLASS I
 AL7479
 AL7479.The horizontal coordinates were scaled from a topographic map and have
 AL7479.an estimated accuracy of +/- 6 seconds.
 AL7479
 AL7479.The orthometric height was determined by differential leveling
 AL7479.and adjusted by the National Geodetic Survey in June 1991..
 AL7479
 AL7479.This Tidal Bench Mark is designated as VM 7684
 AL7479.by the Center for Operational Oceanographic Products and Services.
 AL7479
 AL7479.The geoid height was determined by GEOID03.
 AL7479
 AL7479.The dynamic height is computed by dividing the NAVD 88
 AL7479.geopotential number by the normal gravity value computed on the
 AL7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7479.degrees latitude (g = 980.6199 gals.).
 AL7479
 AL7479.The modeled gravity was interpolated from observed gravity values.
 AL7479
 AL7479;                    North         East    Units  Estimated Accuracy
 AL7479;SPC FL W     -   429,360.      123,210.      MT  (+/- 180 meters Scaled)
 AL7479
 AL7479                          SUPERSEDED SURVEY CONTROL
 AL7479
 AL7479.No superseded survey control is available for this station.
 AL7479
 AL7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM250213(NAD 83)
 AL7479_MARKER: DR = REFERENCE MARK DISK
 AL7479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7479_SP_SET: CONCRETE SEAWALL
 AL7479_STAMPING: BAILEYS BLUFF RM NO 1 1910
 AL7479_MARK LOGO: CGS   
 AL7479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7479+STABILITY: SURFACE MOTION
 AL7479
 AL7479  HISTORY     - Date     Condition        Report By
 AL7479  HISTORY     - 1910     MONUMENTED       CGS
 AL7479  HISTORY     - 1983     GOOD             FLDNR
 AL7479  HISTORY     - 1988     GOOD             USPSQD
 AL7479  HISTORY     - 19970703 GOOD             USPSQD
 AL7479
 AL7479                          STATION DESCRIPTION
 AL7479
 AL7479'DESCRIBED BY FL DEPT OF NAT RES 1983
 AL7479'6.95 MI NW FROM TARPON SPRINGS.
 AL7479'BEGIN AT THE TARPON SPRINGS CITY HALL, GO 1.95 MILES NORTH ON U.S.
 AL7479'ALTERNATE 19 TO ANCLOTE BOULEVARD, GO 1.95 MILES WEST ON ANCLOTE
 AL7479'BOULEVARD TO ITS END AT ANCLOTE ROAD/BAILEYS BLUFF ROAD, GO 2.35 MILES
 AL7479'NORTH AND EAST ON BAILEYS BLUFF ROAD TO THE JUNCTION OF GULFVIEW
 AL7479'DRIVE, GO 0.7 MILE NORTH ON GULFVIEW DRIVE TO ITS END AND THE MARK.
 AL7479'THE MARK BEARS 66 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE 82, 4
 AL7479'FEET WEST OF A BOAT RAMP, AND ABOUT 140 FEET SOUTH OF THE END OF
 AL7479'GULFVIEW DRIVE.
 AL7479
 AL7479                          STATION RECOVERY (1988)
 AL7479
 AL7479'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF)
 AL7479'RECOVERED IN GOOD CONDITION.
 AL7479
 AL7479                          STATION RECOVERY (1997)
 AL7479
 AL7479'RECOVERY NOTE BY US POWER SQUADRON 1997
 AL7479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI3199 ***********************************************************************
 AI3199  DESIGNATION -  BAK 3
 AI3199  PID         -  AI3199
 AI3199  STATE/COUNTY-  FL/BAKER
 AI3199  USGS QUAD   -  TAYLOR (1984)
 AI3199
 AI3199                         *CURRENT SURVEY CONTROL
 AI3199  ___________________________________________________________________
 AI3199* NAD 83(1986)-  30 26 10.     (N)    082 17 14.     (W)     SCALED    
 AI3199* NAVD 88     -        32.838  (meters)     107.74   (feet)  ADJUSTED  
 AI3199  ___________________________________________________________________
 AI3199  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AI3199  DYNAMIC HT  -          32.795 (meters)     107.59  (feet)  COMP
 AI3199  MODELED GRAV-     979,345.1   (mgal)                       NAVD 88
 AI3199
 AI3199  VERT ORDER  -  SECOND    CLASS I
 AI3199
 AI3199.The horizontal coordinates were scaled from a topographic map and have
 AI3199.an estimated accuracy of +/- 6 seconds.
 AI3199
 AI3199.The orthometric height was determined by differential leveling
 AI3199.and adjusted by the National Geodetic Survey in May 2001..
 AI3199.No vertical observational check was made to the station.
 AI3199
 AI3199.The geoid height was determined by GEOID03.
 AI3199
 AI3199.The dynamic height is computed by dividing the NAVD 88
 AI3199.geopotential number by the normal gravity value computed on the
 AI3199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3199.degrees latitude (g = 980.6199 gals.).
 AI3199
 AI3199.The modeled gravity was interpolated from observed gravity values.
 AI3199
 AI3199;                    North         East    Units  Estimated Accuracy
 AI3199;SPC FL N     -   161,250.      812,540.      MT  (+/- 180 meters Scaled)
 AI3199
 AI3199                          SUPERSEDED SURVEY CONTROL
 AI3199
 AI3199.No superseded survey control is available for this station.
 AI3199
 AI3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP763678(NAD 83)
 AI3199_MARKER: DD = SURVEY DISK
 AI3199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI3199_SP_SET: BRIDGE CURB
 AI3199_STAMPING: DNR BAK 3 108.795
 AI3199_MARK LOGO: FLDT  
 AI3199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3199+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 AI3199
 AI3199  HISTORY     - Date     Condition        Report By
 AI3199  HISTORY     - UNK      MONUMENTED       FLDT
 AI3199  HISTORY     - 19920123 GOOD             NGS
 AI3199  HISTORY     - 20031124 GOOD             FLDEP
 AI3199
 AI3199                          STATION DESCRIPTION
 AI3199
 AI3199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (VAC)
 AI3199'THE MARK IS ABOUT 0.4 MI (0.6 KM) SOUTHEAST OF TAYLOR IN SECTION 2, T
 AI3199'1 S, R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S-250
 AI3199'AND STATE ROAD 125 IN TAYLOR, GO SOUTHEAST ON STATE HIGHWAY 125 FOR
 AI3199'0.4 MI (0.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF THE
 AI3199'NORTHEAST CORNER OF THE NORTHEAST CURB OF THE BRIDGE CROSSING THE ST.
 AI3199'MARYS RIVER. LOCATED 13.2 FT (4.0 M) EAST-NORTHEAST OF THE CENTERLINE
 AI3199'OF STATE ROAD 125, 1.0 FT (0.3 M) WEST-SOUTHWEST OF THE ABUTMENT FOR
 AI3199'THE GUARDRAIL AND 0.8 FT (24.4 CM) ABOVE THE LEVEL OF THE ROAD. NOTE
 AI3199'STAMPED DNR BAK 3 THIS DATE 3/21/92 BY FLDNR VAC.
 AI3199
 AI3199                          STATION RECOVERY (2003)
 AI3199
 AI3199'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AI3199'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4469 ***********************************************************************
 BG4469  DESIGNATION -  BAKER
 BG4469  PID         -  BG4469
 BG4469  STATE/COUNTY-  FL/OKALOOSA
 BG4469  USGS QUAD   -  VALPARAISO (1994)
 BG4469
 BG4469                         *CURRENT SURVEY CONTROL
 BG4469  ___________________________________________________________________
 BG4469* NAD 83(1990)-  30 33 02.49015(N)    086 37 16.75273(W)     ADJUSTED  
 BG4469* NAVD 88     -        55.33   (+/-2cm)     181.5    (feet)  VERTCON   
 BG4469  ___________________________________________________________________
 BG4469  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BG4469  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG4469
 BG4469  HORZ ORDER  -  FIRST
 BG4469  VERT ORDER  -  THIRD ? (See Below)
 BG4469
 BG4469.The horizontal coordinates were established by classical geodetic methods
 BG4469.and adjusted by the National Geodetic Survey in December 1992..
 BG4469
 BG4469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4469.The vertical order pertains to the NGVD 29 superseded value.
 BG4469
 BG4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4469
 BG4469.The geoid height was determined by GEOID03.
 BG4469
 BG4469;                    North         East     Units Scale Factor Converg.
 BG4469;SPC FL N     -   173,785.854   396,478.914   MT  0.99997074   -1 03 57.7
 BG4469;SPC FL N     -   570,162.42  1,300,781.24   sFT  0.99997074   -1 03 57.7
 BG4469;UTM  16      - 3,379,870.027   536,319.584   MT  0.99961627   +0 11 32.9
 BG4469
 BG4469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4469!SPC FL N     -   0.99999560  x   0.99997074  =   0.99996634
 BG4469!UTM  16      -   0.99999560  x   0.99961627  =   0.99961187
 BG4469
 BG4469|---------------------------------------------------------------------|
 BG4469| PID    Reference Object                     Distance      Geod. Az  |
 BG4469|                                                           dddmmss.s |
 BG4469| BG1198 T 7113                                             07741     |
 BG4469| CW1765 BAKER RM 1                           37.879 METERS 15012     |
 BG4469| BG1190 T 705                                75.299 METERS 20253     |
 BG4469| BG1193 T 705 RM 3                           58.270 METERS 22059     |
 BG4469| BG1048 TURTLE RESET                        APPROX. 7.2 KM 2480110.2 |
 BG4469| BG1194 T 705 AZ MK                                        3544324.2 |
 BG4469|---------------------------------------------------------------------|
 BG4469
 BG4469                          SUPERSEDED SURVEY CONTROL
 BG4469
 BG4469  NAD 83(1990)-  30 33 02.49137(N)    086 37 16.75279(W) AD(       ) 1
 BG4469  NAD 83(1986)-  30 33 02.50977(N)    086 37 16.75725(W) AD(       ) 1
 BG4469  NAD 27      -  30 33 01.80500(N)    086 37 16.92300(W) AD(       ) 1
 BG4469  NGVD 29 (07/19/86)   55.45   (m)          181.9    (f) LEVELING    3  
 BG4469
 BG4469.Superseded values are not recommended for survey control.
 BG4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4469.See file dsdata.txt to determine how the superseded data were derived.
 BG4469
 BG4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3632079870(NAD 83)
 BG4469_MARKER: DS = TRIANGULATION STATION DISK
 BG4469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4469
 BG4469  HISTORY     - Date     Condition        Report By
 BG4469  HISTORY     - 1955     MONUMENTED       CGS
 BG4469  HISTORY     - 1956     POOR             CGS
 BG4469
 BG4469                          STATION DESCRIPTION
 BG4469
 BG4469'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 BG4469'THE STATION SITE IS ON THE EGLIN MILITARY RESERVATION ABOUT 9
 BG4469'MILES NORTHWEST OF THE EGLIN AIR FORCE BASE, ABOUT 3-1/2 MILES
 BG4469'SOUTHEAST OF THE COUPLAND TOWER AND AT CAMERA SITE A 05.  IT IS
 BG4469'APPROXIMATELY 200 FEET NORTHEAST OF CAMERA BUILDING AND 7.6 FEET
 BG4469'EAST OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 BG4469'IS STAMPED BAKER 1955.
 BG4469'
 BG4469'REFERENCE MARK NO. 1 IS 89 FEET NORTH-NORTHWEST OF CLAY ROAD.  THE
 BG4469'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BAKER NO 1
 BG4469'1955.
 BG4469'
 BG4469'REFERENCE MARK NO. 3 IS 41 FEET NORTHEAST OF CAMERA BUILDING
 BG4469'AND 31 FEET SOUTHEAST OF A SMALL CONCRETE BUILDING.  THE MARK
 BG4469'IS FLUSH WITH THE GROUND AND IS SURROUNDED BY 3 RAILROAD TIES
 BG4469'STUCK IN GROUND AND PROJECTING ABOUT 2 FEET.  THE DISK IS STAMPED
 BG4469'T 705 NO 3 1951.
 BG4469'
 BG4469'AZIMUTH MARK IS 3 FEET SOUTHEAST OF WITNESS POST AND IS
 BG4469'SURROUNDED BY THREE RAILROAD TIES STUCK IN GROUND AND PROJECTING
 BG4469'2 FEET.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BG4469'STAMPED T 705 1951.
 BG4469'
 BG4469'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BG4469'T 705 1951 AND THE DISTANCE IS SHOWN ABOVE.
 BG4469'
 BG4469'TO REACH FROM W. GATE EGLIN FIELD GO SOUTHWEST FOR 0.05 MILE
 BG4469'TO T-ROAD RIGHT, TURN RIGHT AND GO NORTHWEST FOR 0.5 MILE TO
 BG4469'CROSSROADS AT THE JUNCTION OF STATE HIGHWAY 85, CONTINUE
 BG4469'STRAIGHT AHEAD (NORTHWEST) FOR 2.0 MILES TO FORKS, TAKE RIGHT
 BG4469'FORK AND CONTINUE ON MAIN ROAD FOR 1.7 MILES TO PEEL AIRDROME
 BG4469'ON RIGHT, CONTINUE ON MAIN ROAD (NORTH) FOR 3.85 MILES TO SIDE
 BG4469'ROAD LEFT, TURN LEFT AND GO WEST ON CLAY ROAD FOR 0.3 MILE TO
 BG4469'TWO BUILDING ON RIGHT AND STATION SITE.
 BG4469'
 BG4469'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BG4469
 BG4469                          STATION RECOVERY (1956)
 BG4469
 BG4469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 BG4469'THE STATION WAS RECOVERED AS DESCRIBED IN 1955.  THE
 BG4469'SURFACE-STATION MARK HAS BEEN DISTURBED.  A NEW SURFACE MARK
 BG4469'WAS SET AND STAMPED 1955 1956.
 BG4469'
 BG4469'THE DISTANCE TO THE REFERENCE MARKS CHECKED WITH THE 1955.
 BG4469'
 BG4469'THE 1956 DIRECTIONS TO THE AZIMUTH AND REFERENCE MARKS WERE
 BG4469'REJECTED.  THEY WERE PARTIALLY OBSTRUCTED AND DID NOT AGREE
 BG4469'WITH THE 1955 OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4128 ***********************************************************************
 AC4128  DESIGNATION -  BAKER
 AC4128  PID         -  AC4128
 AC4128  STATE/COUNTY-  FL/MONROE
 AC4128  USGS QUAD   -  GARDEN COVE (1969)
 AC4128
 AC4128                         *CURRENT SURVEY CONTROL
 AC4128  ___________________________________________________________________
 AC4128* NAD 83(1990)-  25 10 57.10148(N)    080 21 12.57667(W)     ADJUSTED  
 AC4128* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC4128  ___________________________________________________________________
 AC4128  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AC4128  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AC4128
 AC4128  HORZ ORDER  -  THIRD
 AC4128
 AC4128.The horizontal coordinates were established by classical geodetic methods
 AC4128.and adjusted by the National Geodetic Survey in May 1991..
 AC4128
 AC4128.The orthometric height was scaled from a topographic map.
 AC4128
 AC4128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4128
 AC4128.The geoid height was determined by GEOID03.
 AC4128
 AC4128;                    North         East     Units Scale Factor Converg.
 AC4128;SPC FL E     -    94,215.635   265,165.193   MT  0.99999360   +0 16 30.4
 AC4128;SPC FL E     -   309,105.80    869,962.80   sFT  0.99999360   +0 16 30.4
 AC4128;UTM  17      - 2,785,315.470   565,142.959   MT  0.99965240   +0 16 30.4
 AC4128
 AC4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4128!SPC FL E     -   1.00000395  x   0.99999360  =   0.99999755
 AC4128!UTM  17      -   1.00000395  x   0.99965240  =   0.99965635
 AC4128
 AC4128                          SUPERSEDED SURVEY CONTROL
 AC4128
 AC4128  NAD 83(1986)-  25 10 57.10018(N)    080 21 12.57118(W) AD(       ) 3
 AC4128  NAD 27      -  25 10 55.66244(N)    080 21 13.37754(W) AD(       ) 3
 AC4128
 AC4128.Superseded values are not recommended for survey control.
 AC4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4128.See file dsdata.txt to determine how the superseded data were derived.
 AC4128
 AC4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6514385315(NAD 83)
 AC4128_MARKER: DS = TRIANGULATION STATION DISK
 AC4128_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AC4128_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AC4128
 AC4128  HISTORY     - Date     Condition        Report By
 AC4128  HISTORY     - 1934     MONUMENTED       CGS
 AC4128  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AC4128  HISTORY     - 1958     MARK NOT FOUND   CGS
 AC4128
 AC4128                          STATION DESCRIPTION
 AC4128
 AC4128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 AC4128'LOCATED ON THE OCEAN SHORE OF KEY LARGO ON A PROMINENT POINT 1.0
 AC4128'MILE N OF THE WHARF AT GARDEN COVE ON THE NORTHERLY OF THE TWO
 AC4128'SMALL POINTS WHICH FORM THIS POINT.  LOCATED BETWEEN THE HIGH-WATER
 AC4128'AND LOW-WATER LINE IN ROCK AND DEAD MANGROVES, AND 19.5 METERS
 AC4128'INSIDE THE EDGE OF THE MANGROVE.
 AC4128'
 AC4128'STATION IS A STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP OF
 AC4128'A TILE.
 AC4128'
 AC4128'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AC4128'
 AC4128'REFERENCE MARK NO. 1 IS TO THE NE 9.0 METERS INSIDE MANGROVE
 AC4128'LINE.  REFERENCE MARK NO. 2 IS TO THE SE 7.6 METERS INSIDE THE
 AC4128'MANGROVE LINE.  BOTH PROJECT 4 INCHES.
 AC4128'
 AC4128'A 20-FOOT POLE 4 BY 4 INCHES WAS ERECTED OVER THE STATION.
 AC4128'
 AC4128'REACHED BY BOAT ONLY.
 AC4128
 AC4128                          STATION RECOVERY (1947)
 AC4128
 AC4128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4128'REFERENCE MARKS WERE FOUND AS DESCRIBED, BUT THE STATION MARK WAS
 AC4128'DESTROYED.
 AC4128'
 AC4128'STATION WAS RE-MARKED WITH A BRONZE STATION DISK, STAMPED BAKER
 AC4128'1934 1947, SET IN CEMENT IN THE CORAL ROCK.
 AC4128'
 AC4128'EXCEPT FOR THE NOTE REGARDING RE-MARKING OF THE STATION, THE
 AC4128'ORIGINAL DESCRIPTION IS ADEQUATE.
 AC4128
 AC4128                          STATION RECOVERY (1958)
 AC4128
 AC4128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AC4128'THE STATION WAS NOT RECOVERED.
 AC4128'
 AC4128'AT THE TIME OF THE VISIT TO THE STATION SITE THE AREA WAS COVERED
 AC4128'BY 2 TO 2.5 FT. OF TIDE AND THE POINT IS NOW COVERED BY DENSE
 AC4128'MANGROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7554 ***********************************************************************
 AE7554  DESIGNATION -  BAKER 1
 AE7554  PID         -  AE7554
 AE7554  STATE/COUNTY-  FL/BAKER
 AE7554  USGS QUAD   -  SARGENT (1994)
 AE7554
 AE7554                         *CURRENT SURVEY CONTROL
 AE7554  ___________________________________________________________________
 AE7554* NAD 83(1999)-  30 34 07.09875(N)    082 26 23.53299(W)     ADJUSTED  
 AE7554* NAVD 88     -        36.6    (meters)     120.     (feet)  GPS OBS   
 AE7554  ___________________________________________________________________
 AE7554  X           -     723,152.497 (meters)                     COMP
 AE7554  Y           -  -5,448,695.600 (meters)                     COMP
 AE7554  Z           -   3,224,812.954 (meters)                     COMP
 AE7554  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AE7554  ELLIP HEIGHT-           8.39  (meters)          (05/31/01) GPS OBS
 AE7554  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AE7554
 AE7554  HORZ ORDER  -  FIRST
 AE7554  ELLP ORDER  -  FOURTH    CLASS I
 AE7554
 AE7554.The horizontal coordinates were established by GPS observations
 AE7554.and adjusted by the National Geodetic Survey in May 2001..
 AE7554
 AE7554.The orthometric height was determined by GPS observations and a
 AE7554.high-resolution geoid model.
 AE7554
 AE7554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7554
 AE7554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7554
 AE7554.The ellipsoidal height was determined by GPS observations
 AE7554.and is referenced to NAD 83.
 AE7554
 AE7554.The geoid height was determined by GEOID03.
 AE7554
 AE7554;                    North         East     Units Scale Factor Converg.
 AE7554;SPC FL N     -   175,667.442   797,615.126   MT  0.99997288   +1 02 07.0
 AE7554;SPC FL N     -   576,335.60  2,616,842.29   sFT  0.99997288   +1 02 07.0
 AE7554;UTM  17      - 3,382,680.338   361,919.335   MT  0.99983521   -0 43 56.6
 AE7554
 AE7554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7554!SPC FL N     -   0.99999868  x   0.99997288  =   0.99997156
 AE7554!UTM  17      -   0.99999868  x   0.99983521  =   0.99983389
 AE7554
 AE7554:                Primary Azimuth Mark                     Grid Az
 AE7554:SPC FL N     -  BAKER 2                                  093 11 50.0
 AE7554:UTM  17      -  BAKER 2                                  094 57 53.6
 AE7554
 AE7554|---------------------------------------------------------------------|
 AE7554| PID    Reference Object                     Distance      Geod. Az  |
 AE7554|                                                           dddmmss.s |
 AE7554| AE7555 BAKER 2                             APPROX. 1.0 KM 0941357.0 |
 AE7554|---------------------------------------------------------------------|
 AE7554
 AE7554                          SUPERSEDED SURVEY CONTROL
 AE7554
 AE7554  NAD 83(1990)-  30 34 07.09765(N)    082 26 23.53296(W) AD(       ) 1
 AE7554  ELLIP H (03/20/98)    8.37   (m)                       GP(       ) 3 1
 AE7554
 AE7554.Superseded values are not recommended for survey control.
 AE7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7554.See file dsdata.txt to determine how the superseded data were derived.
 AE7554
 AE7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6191982680(NAD 83)
 AE7554_MARKER: DD = SURVEY DISK
 AE7554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7554_STAMPING: BAKER 1 1997
 AE7554_MARK LOGO: NGS   
 AE7554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7554+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7554
 AE7554  HISTORY     - Date     Condition        Report By
 AE7554  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7554
 AE7554                          STATION DESCRIPTION
 AE7554
 AE7554'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7554'THE STATION IS LOCATED APPROXIMATELY 10.5 MI (16.9 KM) SOUTHEAST OF
 AE7554'FARGO, 24.7 MI (39.7 KM) WEST OF ST GEORGE AND 28.5 MI (45.9 KM)
 AE7554'NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7554'OF STATE ROAD 2 AND BAKER COUNTY ROAD 127 SOUTH, PROCEED WESTERLY ON
 AE7554'STATE ROAD 2 FOR 12.85 MI (20.68 KM) TO THE STATION ON THE LEFT, A
 AE7554'BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE7554'DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
 AE7554'THE STATION IS 1.25 MI (2.01 KM) EAST OF THE BAKER-COLUMBIA COUNTY
 AE7554'LINE, 25.4 FT (7.7 M) SOUTH OF THE CENTERLINE OF STATE ROAD 2, 24.7 FT
 AE7554'(7.5 M) NORTH OF THE REMAINS OF A BARBED WIRE FENCE AND 4 FT (1.2 M)
 AE7554'NORTH OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC
 AE7554'(LB4514) , SET IN THE SOUTH EDGE OF PAVEMENT OF STATE ROAD 2, NORTH 64
 AE7554'DEGRESS WEST AT 50.31 FT (15.33 M) -  NAIL AND DISC (LB4514) , SET IN
 AE7554'A 10-INCH PINE TREE, NORTH 0 DEGRESS EAST AT 77.16 FT (23.52 M) -
 AE7554'NAIL AND DISK (LB4514) SET IN A 12-INCH BAY TREE, NORTH 54 DEGRESS
 AE7554'EAST AT 114.79 FT (34.99 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7563 ***********************************************************************
 AE7563  DESIGNATION -  BAKER 10
 AE7563  PID         -  AE7563
 AE7563  STATE/COUNTY-  FL/BAKER
 AE7563  USGS QUAD   -  SANDERSON NW (1994)
 AE7563
 AE7563                         *CURRENT SURVEY CONTROL
 AE7563  ___________________________________________________________________
 AE7563* NAD 83(1999)-  30 26 05.33908(N)    082 22 41.83979(W)     ADJUSTED  
 AE7563* NAVD 88     -        39.8    (meters)     131.     (feet)  GPS OBS   
 AE7563  ___________________________________________________________________
 AE7563  X           -     730,007.422 (meters)                     COMP
 AE7563  Y           -  -5,455,381.464 (meters)                     COMP
 AE7563  Z           -   3,212,031.957 (meters)                     COMP
 AE7563  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AE7563  ELLIP HEIGHT-          11.58  (meters)          (05/31/01) GPS OBS
 AE7563  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AE7563
 AE7563  HORZ ORDER  -  FIRST
 AE7563  ELLP ORDER  -  FOURTH    CLASS I
 AE7563
 AE7563.The horizontal coordinates were established by GPS observations
 AE7563.and adjusted by the National Geodetic Survey in May 2001..
 AE7563
 AE7563.The orthometric height was determined by GPS observations and a
 AE7563.high-resolution geoid model.
 AE7563
 AE7563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7563
 AE7563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7563
 AE7563.The ellipsoidal height was determined by GPS observations
 AE7563.and is referenced to NAD 83.
 AE7563
 AE7563.The geoid height was determined by GEOID03.
 AE7563
 AE7563;                    North         East     Units Scale Factor Converg.
 AE7563;SPC FL N     -   160,943.203   803,797.620   MT  0.99995929   +1 03 58.4
 AE7563;SPC FL N     -   528,027.83  2,637,126.02   sFT  0.99995929   +1 03 58.4
 AE7563;UTM  17      - 3,367,774.645   367,644.309   MT  0.99981611   -0 41 53.8
 AE7563
 AE7563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7563!SPC FL N     -   0.99999818  x   0.99995929  =   0.99995747
 AE7563!UTM  17      -   0.99999818  x   0.99981611  =   0.99981429
 AE7563
 AE7563:                Primary Azimuth Mark                     Grid Az
 AE7563:SPC FL N     -  BAKER 11                                 106 13 59.7
 AE7563:UTM  17      -  BAKER 11                                 107 59 51.9
 AE7563
 AE7563|---------------------------------------------------------------------|
 AE7563| PID    Reference Object                     Distance      Geod. Az  |
 AE7563|                                                           dddmmss.s |
 AE7563| AE7564 BAKER 11                            APPROX. 0.7 KM 1071758.1 |
 AE7563|---------------------------------------------------------------------|
 AE7563
 AE7563                          SUPERSEDED SURVEY CONTROL
 AE7563
 AE7563  NAD 83(1990)-  30 26 05.33796(N)    082 22 41.83989(W) AD(       ) 1
 AE7563  ELLIP H (03/20/98)   11.55   (m)                       GP(       ) 3 1
 AE7563
 AE7563.Superseded values are not recommended for survey control.
 AE7563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7563.See file dsdata.txt to determine how the superseded data were derived.
 AE7563
 AE7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6764467775(NAD 83)
 AE7563_MARKER: DD = SURVEY DISK
 AE7563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7563_STAMPING: BAKER 10 1997
 AE7563_MARK LOGO: NGS   
 AE7563_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7563+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7563
 AE7563  HISTORY     - Date     Condition        Report By
 AE7563  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7563
 AE7563                          STATION DESCRIPTION
 AE7563
 AE7563'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7563'THE STATION IS LOCATED APPROXIMATELY 16.2 MI (26.1 KM) NORTH OF
 AE7563'OLUSTEE, 14.3 MI (23.0 KM) NORTHWEST OF SANDERSON AND 23.0 MI (37.0
 AE7563'KM) NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE
 AE7563'INTERSECTION OF BAKER COUNTY ROADS 125 AND 250, PROCEED SOUTHWEST ON
 AE7563'BAKER COUNTY ROAD 250 FOR 0.8 MI (1.3 KM) TO AN INTERSECTION WITH
 AE7563'SANDHILL ROAD (ALSO KNOWN AS NFR 200) .  INTERSECTION IS MARKED BY A
 AE7563'PROMINENT SIGN (OSCEOLA NATIONAL FOREST) .  PROCEED WESTERLY ON
 AE7563'SANDHILL ROAD FOR 2.3 MI (3.7 KM) TO A FORK IN ROAD, PROCEED WESTERLY
 AE7563'ON RIGHT FORK FOR 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT, A BRASS
 AE7563'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE7563'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE7563'STATION IS 23.4 FT (7.1 M) SOUTH OF THE CENTERLINE OF SANDHILL ROAD
 AE7563'AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.--  REFERENCES--
 AE7563'SET 5/8-INCH IRON ROD WITH CAP (REF COR LB 4514) , NORTH 68 DEGREES
 AE7563'WEST AT 25.0 FT (7.6 M) -  NAIL AND DISC (LB4514) , SET IN A 5-INCH
 AE7563'PINE TREE, NORTH 04 DEGREES EAST 47.15 FT (14.37 M) -  SET 5/8-INCH
 AE7563'IRON ROD WITH CAP (REF COR LB4514) , SOUTH 68 DEGREES EAST AT 25.0 FT
 AE7563'(7.6 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7564 ***********************************************************************
 AE7564  DESIGNATION -  BAKER 11
 AE7564  PID         -  AE7564
 AE7564  STATE/COUNTY-  FL/BAKER
 AE7564  USGS QUAD   -  TAYLOR (1984)
 AE7564
 AE7564                         *CURRENT SURVEY CONTROL
 AE7564  ___________________________________________________________________
 AE7564* NAD 83(1999)-  30 25 58.95272(N)    082 22 18.17909(W)     ADJUSTED  
 AE7564* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 AE7564  ___________________________________________________________________
 AE7564  X           -     730,646.359 (meters)                     COMP
 AE7564  Y           -  -5,455,395.896 (meters)                     COMP
 AE7564  Z           -   3,211,862.076 (meters)                     COMP
 AE7564  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AE7564  ELLIP HEIGHT-          10.96  (meters)          (05/31/01) GPS OBS
 AE7564  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AE7564
 AE7564  HORZ ORDER  -  FIRST
 AE7564  ELLP ORDER  -  FOURTH    CLASS I
 AE7564
 AE7564.The horizontal coordinates were established by GPS observations
 AE7564.and adjusted by the National Geodetic Survey in May 2001..
 AE7564
 AE7564.The orthometric height was determined by GPS observations and a
 AE7564.high-resolution geoid model.
 AE7564
 AE7564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7564
 AE7564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7564
 AE7564.The ellipsoidal height was determined by GPS observations
 AE7564.and is referenced to NAD 83.
 AE7564
 AE7564.The geoid height was determined by GEOID03.
 AE7564
 AE7564;                    North         East     Units Scale Factor Converg.
 AE7564;SPC FL N     -   160,758.347   804,432.521   MT  0.99995915   +1 04 10.3
 AE7564;SPC FL N     -   527,421.34  2,639,209.03   sFT  0.99995915   +1 04 10.3
 AE7564;UTM  17      - 3,367,570.357   368,273.126   MT  0.99981406   -0 41 41.7
 AE7564
 AE7564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7564!SPC FL N     -   0.99999828  x   0.99995915  =   0.99995743
 AE7564!UTM  17      -   0.99999828  x   0.99981406  =   0.99981234
 AE7564
 AE7564:                Primary Azimuth Mark                     Grid Az
 AE7564:SPC FL N     -  BAKER 10                                 286 13 59.8
 AE7564:UTM  17      -  BAKER 10                                 287 59 51.8
 AE7564
 AE7564|---------------------------------------------------------------------|
 AE7564| PID    Reference Object                     Distance      Geod. Az  |
 AE7564|                                                           dddmmss.s |
 AE7564| AE7563 BAKER 10                            APPROX. 0.7 KM 2871810.1 |
 AE7564|---------------------------------------------------------------------|
 AE7564
 AE7564                          SUPERSEDED SURVEY CONTROL
 AE7564
 AE7564  NAD 83(1990)-  30 25 58.95161(N)    082 22 18.17920(W) AD(       ) 1
 AE7564  ELLIP H (03/20/98)   10.94   (m)                       GP(       ) 3 1
 AE7564
 AE7564.Superseded values are not recommended for survey control.
 AE7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7564.See file dsdata.txt to determine how the superseded data were derived.
 AE7564
 AE7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6827367570(NAD 83)
 AE7564_MARKER: DD = SURVEY DISK
 AE7564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7564_STAMPING: BAKER 11 1997
 AE7564_MARK LOGO: NGS   
 AE7564_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7564+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7564
 AE7564  HISTORY     - Date     Condition        Report By
 AE7564  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7564
 AE7564                          STATION DESCRIPTION
 AE7564
 AE7564'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7564'THE STATION IS LOCATED APPROXIMATELY 16.1 MI (25.9 KM) NORTH OF
 AE7564'OLUSTEE, 13.9 MI (22.4 KM) NORTHWEST OF SANDERSON AND 23.1 MI (37.2
 AE7564'KM) NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE
 AE7564'INTERSECTION OF BAKER COUNTY ROADS 125 AND 250, PROCEED SOUTHWEST ON
 AE7564'BAKER COUNTY ROAD 250 FOR 0.8 MI (1.3 KM) TO AN INTERSECTION WITH
 AE7564'SANDHILL ROAD (ALSO KNOWN AS NFR 200) .  INTERSECTION IS MARKED BY A
 AE7564'PROMINENT SIGN (OSCEOLA NATIONAL FOREST) .  PROCEED WESTERLY ON
 AE7564'SANDHILL ROAD FOR 2.3 MI (3.7 KM) TO A FORK IN ROAD, PROCEED WESTERLY
 AE7564'ON RIGHT FORK FOR 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT, A BRASS
 AE7564'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE7564'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE7564'STATION IS 23.3 FT (7.1 M) NORTHEAST OF THE CENTERLINE OF SANDHILL
 AE7564'ROAD AND 2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.--
 AE7564'REFERENCES--  NAIL AND DISC (LB4514) , SET IN 7-INCH CYPRESS TREE,
 AE7564'SOUTH 0 DEGREES EAST AT 228.38 FT (69.61 M) -  NAIL AND DISC (LB4514)
 AE7564', SET IN A 12-INCH PINE TREE, NORTH 46 DEGREES WEST AT 233.91 FT
 AE7564'(71.30 M) -  SET 5/8-INCH IRON ROD WITH CAP (REF COR LB4514) AT THE
 AE7564'INTERSECTION OF SANDHILL ROAD AND AN UNMARKED, GATED DIRT ROAD, NORTH
 AE7564'63 DEGREES WEST AT 179.97 FT (54.85 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7565 ***********************************************************************
 AE7565  DESIGNATION -  BAKER 12
 AE7565  PID         -  AE7565
 AE7565  STATE/COUNTY-  FL/BAKER
 AE7565  USGS QUAD   -  MAC CLENNY NW (1994)
 AE7565
 AE7565                         *CURRENT SURVEY CONTROL
 AE7565  ___________________________________________________________________
 AE7565* NAD 83(1999)-  30 26 18.52579(N)    082 14 10.64156(W)     ADJUSTED  
 AE7565* NAVD 88     -        34.9    (meters)     115.     (feet)  GPS OBS   
 AE7565  ___________________________________________________________________
 AE7565  X           -     743,497.189 (meters)                     COMP
 AE7565  Y           -  -5,453,347.401 (meters)                     COMP
 AE7565  Z           -   3,212,379.544 (meters)                     COMP
 AE7565  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AE7565  ELLIP HEIGHT-           6.59  (meters)          (05/31/01) GPS OBS
 AE7565  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AE7565
 AE7565  HORZ ORDER  -  FIRST
 AE7565  ELLP ORDER  -  FOURTH    CLASS I
 AE7565
 AE7565.The horizontal coordinates were established by GPS observations
 AE7565.and adjusted by the National Geodetic Survey in May 2001..
 AE7565
 AE7565.The orthometric height was determined by GPS observations and a
 AE7565.high-resolution geoid model.
 AE7565
 AE7565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7565
 AE7565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7565
 AE7565.The ellipsoidal height was determined by GPS observations
 AE7565.and is referenced to NAD 83.
 AE7565
 AE7565.The geoid height was determined by GEOID03.
 AE7565
 AE7565;                    North         East     Units Scale Factor Converg.
 AE7565;SPC FL N     -   161,611.493   817,427.361   MT  0.99995959   +1 08 15.3
 AE7565;SPC FL N     -   530,220.37  2,681,842.93   sFT  0.99995959   +1 08 15.3
 AE7565;UTM  17      - 3,368,022.961   381,285.915   MT  0.99977386   -0 37 35.0
 AE7565
 AE7565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7565!SPC FL N     -   0.99999897  x   0.99995959  =   0.99995856
 AE7565!UTM  17      -   0.99999897  x   0.99977386  =   0.99977283
 AE7565
 AE7565:                Primary Azimuth Mark                     Grid Az
 AE7565:SPC FL N     -  BAKER 13                                 085 10 08.7
 AE7565:UTM  17      -  BAKER 13                                 086 55 59.0
 AE7565
 AE7565|---------------------------------------------------------------------|
 AE7565| PID    Reference Object                     Distance      Geod. Az  |
 AE7565|                                                           dddmmss.s |
 AE7565| AE7566 BAKER 13                            APPROX. 0.6 KM 0861824.0 |
 AE7565|---------------------------------------------------------------------|
 AE7565
 AE7565                          SUPERSEDED SURVEY CONTROL
 AE7565
 AE7565  NAD 83(1990)-  30 26 18.52468(N)    082 14 10.64173(W) AD(       ) 1
 AE7565  ELLIP H (03/20/98)    6.56   (m)                       GP(       ) 3 1
 AE7565
 AE7565.Superseded values are not recommended for survey control.
 AE7565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7565.See file dsdata.txt to determine how the superseded data were derived.
 AE7565
 AE7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8128668023(NAD 83)
 AE7565_MARKER: DD = SURVEY DISK
 AE7565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7565_STAMPING: BAKER 12 1997
 AE7565_MARK LOGO: NGS   
 AE7565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7565+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7565
 AE7565  HISTORY     - Date     Condition        Report By
 AE7565  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7565
 AE7565                          STATION DESCRIPTION
 AE7565
 AE7565'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7565'THE STATION IS LOCATED APPROXIMATELY 13.4 MI (21.6 KM) SOUTHWEST OF ST
 AE7565'GEORGE, 13.1 MI (21.1 KM) NORTH OF SANDERSON AND 12.7 MI (20.4 KM)
 AE7565'NORTHWEST OF MACCLENNY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7565'OF BAKER COUNTY ROADS 122 AND 127, PROCEED WEST ON BAKER COUNTY ROAD
 AE7565'122 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT, A BRASS NATIONAL
 AE7565'GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE7565'MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE STATION IS
 AE7565'16.5 FT (5.0 M) SOUTH OF THE CENTERLINE OF BAKER COUNTY ROAD 122, 25.3
 AE7565'FT (7.7 M) NORTH OF A HOG WIRE FENCE, 239.9 FT (73.1 M) EAST OF THE
 AE7565'CENTERLINE OF A PRIVATE DIRT DRIVE AND 20 FT (6.1 M) NORTH OF A
 AE7565'CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET
 AE7565'IN A POWER POLE, SOUTH 81 DEGREES WEST AT 153.12 FT (46.67 M) -  NAIL
 AE7565'AND DISC (LB4514) , SET IN A POWER POLE, NORTH 85 DEGREES EAST 168.62
 AE7565'FT (51.40 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7566 ***********************************************************************
 AE7566  DESIGNATION -  BAKER 13
 AE7566  PID         -  AE7566
 AE7566  STATE/COUNTY-  FL/BAKER
 AE7566  USGS QUAD   -  MAC CLENNY NW (1994)
 AE7566
 AE7566                         *CURRENT SURVEY CONTROL
 AE7566  ___________________________________________________________________
 AE7566* NAD 83(1999)-  30 26 19.77612(N)    082 13 48.27761(W)     ADJUSTED  
 AE7566* NAVD 88     -        33.5    (meters)     110.     (feet)  GPS OBS   
 AE7566  ___________________________________________________________________
 AE7566  X           -     744,085.659 (meters)                     COMP
 AE7566  Y           -  -5,453,246.259 (meters)                     COMP
 AE7566  Z           -   3,212,412.047 (meters)                     COMP
 AE7566  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AE7566  ELLIP HEIGHT-           5.22  (meters)          (05/31/01) GPS OBS
 AE7566  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AE7566
 AE7566  HORZ ORDER  -  FIRST
 AE7566  ELLP ORDER  -  FOURTH    CLASS I
 AE7566
 AE7566.The horizontal coordinates were established by GPS observations
 AE7566.and adjusted by the National Geodetic Survey in May 2001..
 AE7566
 AE7566.The orthometric height was determined by GPS observations and a
 AE7566.high-resolution geoid model.
 AE7566
 AE7566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7566
 AE7566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7566
 AE7566.The ellipsoidal height was determined by GPS observations
 AE7566.and is referenced to NAD 83.
 AE7566
 AE7566.The geoid height was determined by GEOID03.
 AE7566
 AE7566;                    North         East     Units Scale Factor Converg.
 AE7566;SPC FL N     -   161,661.850   818,023.193   MT  0.99995962   +1 08 26.5
 AE7566;SPC FL N     -   530,385.59  2,683,797.76   sFT  0.99995962   +1 08 26.5
 AE7566;UTM  17      - 3,368,054.947   381,882.903   MT  0.99977211   -0 37 23.7
 AE7566
 AE7566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7566!SPC FL N     -   0.99999918  x   0.99995962  =   0.99995880
 AE7566!UTM  17      -   0.99999918  x   0.99977211  =   0.99977129
 AE7566
 AE7566:                Primary Azimuth Mark                     Grid Az
 AE7566:SPC FL N     -  BAKER 12                                 265 10 08.8
 AE7566:UTM  17      -  BAKER 12                                 266 55 59.0
 AE7566
 AE7566|---------------------------------------------------------------------|
 AE7566| PID    Reference Object                     Distance      Geod. Az  |
 AE7566|                                                           dddmmss.s |
 AE7566| AE7565 BAKER 12                            APPROX. 0.6 KM 2661835.3 |
 AE7566|---------------------------------------------------------------------|
 AE7566
 AE7566                          SUPERSEDED SURVEY CONTROL
 AE7566
 AE7566  NAD 83(1990)-  30 26 19.77501(N)    082 13 48.27777(W) AD(       ) 1
 AE7566  ELLIP H (03/20/98)    5.19   (m)                       GP(       ) 3 1
 AE7566
 AE7566.Superseded values are not recommended for survey control.
 AE7566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7566.See file dsdata.txt to determine how the superseded data were derived.
 AE7566
 AE7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8188368055(NAD 83)
 AE7566_MARKER: DD = SURVEY DISK
 AE7566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7566_STAMPING: BAKER 13 1997
 AE7566_MARK LOGO: NGS   
 AE7566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7566+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7566
 AE7566  HISTORY     - Date     Condition        Report By
 AE7566  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7566
 AE7566                          STATION DESCRIPTION
 AE7566
 AE7566'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7566'THE STATION IS LOCATED APPROXIMATELY 12.9 MI (20.8 KM) SOUTHWEST OF ST
 AE7566'GEORGE, 13.2 MI (21.2 KM) NORTH OF SANDERSON AND 12.5 MI (20.1 KM)
 AE7566'NORTHWEST OF MACCLENNY.--  THE STATION IS LOCATED AT THE INTERSECTION
 AE7566'OF BAKER COUNTY ROADS 122 AND 127, A BRASS NATIONAL GEODETIC SURVEY
 AE7566'DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED
 AE7566'0.2 FT (6.1 CM) BELOW THE GROUND.  THE STATION IS 19.3 FT (5.9 M) EAST
 AE7566'OF THE CENTERLINE OF BAKER COUNTY ROAD 127 AND 7 FT (2.1 M) WEST OF A
 AE7566'CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET
 AE7566'IN A 14-INCH PINE TREE, NORTH 48 DEGREES WEST AT 108.36 FT (33.03 M) -
 AE7566'TELEPHONE EQUIPMENT BOX, NORTH 57 DEGREES EAST AT 27.9 FT (8.5 M) -
 AE7566'NAIL AND DISC (LB4514) , SET IN A POWER POLE, SOUTH 39 DEGREES EAST
 AE7566'29.17 FT (8.89 M) -  NAIL AND DISC (LB4514) ), SET IIN A POWER POLE,
 AE7566'SOUTH 72 DEGREES WEST AT 69.71 FT (21.25 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7567 ***********************************************************************
 AE7567  DESIGNATION -  BAKER 14
 AE7567  PID         -  AE7567
 AE7567  STATE/COUNTY-  FL/BAKER
 AE7567  USGS QUAD   -  SANDERSON NORTH (1988)
 AE7567
 AE7567                         *CURRENT SURVEY CONTROL
 AE7567  ___________________________________________________________________
 AE7567* NAD 83(1999)-  30 21 00.50673(N)    082 20 17.94685(W)     ADJUSTED  
 AE7567* NAVD 88     -        39.255  (meters)     128.79   (feet)  ADJUSTED  
 AE7567  ___________________________________________________________________
 AE7567  X           -     734,446.091 (meters)                     COMP
 AE7567  Y           -  -5,459,577.115 (meters)                     COMP
 AE7567  Z           -   3,203,934.564 (meters)                     COMP
 AE7567  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AE7567  ELLIP HEIGHT-          11.02  (meters)          (05/31/01) GPS OBS
 AE7567  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7567  DYNAMIC HT  -          39.204 (meters)     128.62  (feet)  COMP
 AE7567  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 AE7567
 AE7567  HORZ ORDER  -  FIRST
 AE7567  VERT ORDER  -  SECOND    CLASS I
 AE7567  ELLP ORDER  -  FOURTH    CLASS I
 AE7567
 AE7567.The horizontal coordinates were established by GPS observations
 AE7567.and adjusted by the National Geodetic Survey in May 2001..
 AE7567
 AE7567.The orthometric height was determined by differential leveling
 AE7567.and adjusted by the National Geodetic Survey in June 2005..
 AE7567
 AE7567.Photographs are available for this station.
 AE7567
 AE7567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7567
 AE7567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7567
 AE7567.The ellipsoidal height was determined by GPS observations
 AE7567.and is referenced to NAD 83.
 AE7567
 AE7567.The geoid height was determined by GEOID03.
 AE7567
 AE7567.The dynamic height is computed by dividing the NAVD 88
 AE7567.geopotential number by the normal gravity value computed on the
 AE7567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7567.degrees latitude (g = 980.6199 gals.).
 AE7567
 AE7567.The modeled gravity was interpolated from observed gravity values.
 AE7567
 AE7567;                    North         East     Units Scale Factor Converg.
 AE7567;SPC FL N     -   151,630.353   807,814.400   MT  0.99995350   +1 05 10.7
 AE7567;SPC FL N     -   497,473.92  2,650,304.41   sFT  0.99995350   +1 05 10.7
 AE7567;UTM  17      - 3,358,343.969   371,372.040   MT  0.99980411   -0 40 34.8
 AE7567
 AE7567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7567!SPC FL N     -   0.99999827  x   0.99995350  =   0.99995177
 AE7567!UTM  17      -   0.99999827  x   0.99980411  =   0.99980238
 AE7567
 AE7567:                Primary Azimuth Mark                     Grid Az
 AE7567:SPC FL N     -  BAKER 15                                 161 39 23.0
 AE7567:UTM  17      -  BAKER 15                                 163 25 08.5
 AE7567
 AE7567|---------------------------------------------------------------------|
 AE7567| PID    Reference Object                     Distance      Geod. Az  |
 AE7567|                                                           dddmmss.s |
 AE7567| AE7568 BAKER 15                            APPROX. 0.7 KM 1624433.7 |
 AE7567|---------------------------------------------------------------------|
 AE7567
 AE7567                          SUPERSEDED SURVEY CONTROL
 AE7567
 AE7567  NAD 83(1990)-  30 21 00.50564(N)    082 20 17.94689(W) AD(       ) 1
 AE7567  ELLIP H (03/20/98)   10.99   (m)                       GP(       ) 3 1
 AE7567
 AE7567.Superseded values are not recommended for survey control.
 AE7567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7567.See file dsdata.txt to determine how the superseded data were derived.
 AE7567
 AE7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7137258344(NAD 83)
 AE7567_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7567_STAMPING: BAKER 14 1997
 AE7567_MARK LOGO: NGS   
 AE7567_PROJECTION: RECESSED 10 CENTIMETERS
 AE7567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE7567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7567+STABILITY: SURFACE MOTION
 AE7567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7567+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 AE7567
 AE7567  HISTORY     - Date     Condition        Report By
 AE7567  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7567  HISTORY     - 20031126 GOOD             FLDEP
 AE7567
 AE7567                          STATION DESCRIPTION
 AE7567
 AE7567'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7567'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) NORTH OF
 AE7567'SANDERSON, 11.5 MI (18.5 KM) NORTHEAST OF OLUSTEE AND 12.0 MI (19.3
 AE7567'KM) NORTHWEST OF GLEN ST MARY.--  THE STATION IS JUST SOUTH OF THE
 AE7567'INTERSECTION OF BAKER COUNTY ROADS 229 AND 250, A BRASS NATIONAL
 AE7567'GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE7567'MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.  THE STATION IS 1
 AE7567'FT (0.3 M) EAST OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND
 AE7567'DISC (LB4514) , SET IN A 10-INCH PINE TREE, NORTH 16 DEGREES WEST AT
 AE7567'41.59 FT (12.68 M) -  NAIL AND DISC (LB4514) , SET IN A CENTERLINE OF
 AE7567'BAKER COUNTY ROAD 229, NORTH 86 DEGREES EAST AT 44.40 FT (13.53 M) -
 AE7567'NAIL AND DISC (LB4514) , SET IN A 26-INCH PINE TREE, SOUTH 21 DEGREES
 AE7567'WEST AT 145.87 FT (44.46 M) -  NAIL AND DISC (LB4514) , SET IN THE
 AE7567'CENTERLINE OF BAKER COUNTY ROAD 250, SOUTH 90 DEGREES WEST AT 96.10 FT
 AE7567'(29.29 M) -
 AE7567
 AE7567                          STATION RECOVERY (2003)
 AE7567
 AE7567'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AE7567'THE MARK IS ABOUT 8.5 MI NORTH-NORTHWEST OF SANDERSON, 7.3 MI SOUTH OF
 AE7567'TAYLOR, IN  SECTION 5, TOWNSHIP 2 SOUTH, RANGE 20 EAST.
 AE7567' 
 AE7567'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90, COUNTY ROAD
 AE7567'229 SOUTH AND  COUNTY ROAD 127 NORTH IN SANDERSON, GO WEST ON U.S.
 AE7567'HIGHWAY 90 FOR 0.1 MI TO THE  JUNCTION OF COUNTY ROAD 229 ON THE
 AE7567'RIGHT, TURN RIGHT ON COUNTY ROAD 229 AND GO  NORTH-NORTHWEST FOR 8.45
 AE7567'MI TO THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED  FROM THE
 AE7567'JUNCTION OF COUNTY ROAD 125 AND COUNTY ROAD 250 IN TAYLOR, GO
 AE7567'SOUTH-SOUTHWEST ON COUNTY ROAD 250 FOR 7.3 MI TO THE JUNCTION OF
 AE7567'COUNTY ROAD 229 ON  THE LEFT, TURN LEFT ON COUNTY ROAD 229 AND GO
 AE7567'SOUTH FOR 0.05 MI TO THE MARK ON THE  RIGHT, SET IN THE TOP OF A ROUND
 AE7567'CONCRETE MONUMENT RECESSED 0.4 FT BELOW THE GROUND  AND BELOW THE
 AE7567'LEVEL OF COUNTY ROAD 229.
 AE7567' 
 AE7567'LOCATED 95.5 FT SOUTH OF THE SOUTH EDGE OF THE ENTRANCE-EXIT RAMP TO
 AE7567'COUNTY ROAD 229,  95.0 FT EAST OF THE CENTERLINE OF COUNTY ROAD 250,
 AE7567'44.5 FT WEST OF THE CENTERLINE OF  COUNTY ROAD 229, 9.0 FT NORTHEAST
 AE7567'OF SURVEY MARK N 597 2003 AND 1.0 FT EAST OF A CARSONITE  WITNESS
 AE7567'POST.
 AE7567' 
 AE7567'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AE7567'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7568 ***********************************************************************
 AE7568  DESIGNATION -  BAKER 15
 AE7568  PID         -  AE7568
 AE7568  STATE/COUNTY-  FL/BAKER
 AE7568  USGS QUAD   -  SANDERSON NORTH (1988)
 AE7568
 AE7568                         *CURRENT SURVEY CONTROL
 AE7568  ___________________________________________________________________
 AE7568* NAD 83(1999)-  30 20 39.84034(N)    082 20 10.54492(W)     ADJUSTED  
 AE7568* NAVD 88     -        40.4    (meters)     133.     (feet)  GPS OBS   
 AE7568  ___________________________________________________________________
 AE7568  X           -     734,685.024 (meters)                     COMP
 AE7568  Y           -  -5,459,870.411 (meters)                     COMP
 AE7568  Z           -   3,203,385.949 (meters)                     COMP
 AE7568  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AE7568  ELLIP HEIGHT-          12.18  (meters)          (05/31/01) GPS OBS
 AE7568  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7568
 AE7568  HORZ ORDER  -  FIRST
 AE7568  ELLP ORDER  -  FOURTH    CLASS I
 AE7568
 AE7568.The horizontal coordinates were established by GPS observations
 AE7568.and adjusted by the National Geodetic Survey in May 2001..
 AE7568
 AE7568.The orthometric height was determined by GPS observations and a
 AE7568.high-resolution geoid model.
 AE7568
 AE7568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7568
 AE7568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7568
 AE7568.The ellipsoidal height was determined by GPS observations
 AE7568.and is referenced to NAD 83.
 AE7568
 AE7568.The geoid height was determined by GEOID03.
 AE7568
 AE7568;                    North         East     Units Scale Factor Converg.
 AE7568;SPC FL N     -   150,997.847   808,024.116   MT  0.99995319   +1 05 14.4
 AE7568;SPC FL N     -   495,398.77  2,650,992.45   sFT  0.99995319   +1 05 14.4
 AE7568;UTM  17      - 3,357,705.406   371,562.173   MT  0.99980351   -0 40 30.6
 AE7568
 AE7568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7568!SPC FL N     -   0.99999809  x   0.99995319  =   0.99995128
 AE7568!UTM  17      -   0.99999809  x   0.99980351  =   0.99980160
 AE7568
 AE7568:                Primary Azimuth Mark                     Grid Az
 AE7568:SPC FL N     -  BAKER 14                                 341 39 23.0
 AE7568:UTM  17      -  BAKER 14                                 343 25 08.0
 AE7568
 AE7568|---------------------------------------------------------------------|
 AE7568| PID    Reference Object                     Distance      Geod. Az  |
 AE7568|                                                           dddmmss.s |
 AE7568| AE7567 BAKER 14                            APPROX. 0.7 KM 3424437.4 |
 AE7568|---------------------------------------------------------------------|
 AE7568
 AE7568                          SUPERSEDED SURVEY CONTROL
 AE7568
 AE7568  NAD 83(1990)-  30 20 39.83926(N)    082 20 10.54492(W) AD(       ) 1
 AE7568  ELLIP H (03/20/98)   12.16   (m)                       GP(       ) 3 1
 AE7568
 AE7568.Superseded values are not recommended for survey control.
 AE7568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7568.See file dsdata.txt to determine how the superseded data were derived.
 AE7568
 AE7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7156257705(NAD 83)
 AE7568_MARKER: DD = SURVEY DISK
 AE7568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7568_STAMPING: BAKER 15 1997
 AE7568_MARK LOGO: NGS   
 AE7568_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7568+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7568
 AE7568  HISTORY     - Date     Condition        Report By
 AE7568  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7568
 AE7568                          STATION DESCRIPTION
 AE7568
 AE7568'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7568'THE STATION IS LOCATED APPROXIMATELY 7.1 MI (11.4 KM) NORTH OF
 AE7568'SANDERSON, 11.3 MI (18.2 KM) NORTHEAST OF OLUSTEE AND 11.3 MI (18.2
 AE7568'KM) NORTHWEST OF GLEN ST MARY.--  TO REACH THE STATION FROM THE
 AE7568'INTERSECTION OF BAKER COUNTY ROADS 229 AND 250, PROCEED SOUTHEAST ON
 AE7568'BAKER ROAD 229 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT, A
 AE7568'BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE7568'DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
 AE7568'THE STATION IS 15.5 FT (4.7 M) SOUTHWEST OF THE CENTERLINE OF BAKER
 AE7568'COUNTY ROAD 229, 36.0 FT (11.0 M) NORTHWEST OF A BARBED WIRE FENCE AND
 AE7568'25 FT (7.6 M) NORTHEAST OF A CARSONITE WITNESS POST.--  REFERENCES--
 AE7568'NAIL AND DISC (LB4514) SET IN POWER POLE, NORTH 59 DEGREES EAST AT
 AE7568'60.20 FT (18.35 M) -  NAIL AND DISC (LB4514) , SET IN A 8-INCH PINE
 AE7568'TREE, SOUTH 40 DEGREES WEST AT 39.22 FT (11.95 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7569 ***********************************************************************
 AE7569  DESIGNATION -  BAKER 16
 AE7569  PID         -  AE7569
 AE7569  STATE/COUNTY-  FL/BAKER
 AE7569  USGS QUAD   -  MACCLENNY WEST (1993)
 AE7569
 AE7569                         *CURRENT SURVEY CONTROL
 AE7569  ___________________________________________________________________
 AE7569* NAD 83(1999)-  30 21 13.95644(N)    082 14 37.46991(W)     ADJUSTED  
 AE7569* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 AE7569  ___________________________________________________________________
 AE7569  X           -     743,428.839 (meters)                     COMP
 AE7569  Y           -  -5,458,149.895 (meters)                     COMP
 AE7569  Z           -   3,204,291.922 (meters)                     COMP
 AE7569  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AE7569  ELLIP HEIGHT-          10.93  (meters)          (05/31/01) GPS OBS
 AE7569  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7569
 AE7569  HORZ ORDER  -  FIRST
 AE7569  ELLP ORDER  -  FOURTH    CLASS I
 AE7569
 AE7569.The horizontal coordinates were established by GPS observations
 AE7569.and adjusted by the National Geodetic Survey in May 2001..
 AE7569
 AE7569.The orthometric height was determined by GPS observations and a
 AE7569.high-resolution geoid model.
 AE7569
 AE7569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7569
 AE7569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7569
 AE7569.The ellipsoidal height was determined by GPS observations
 AE7569.and is referenced to NAD 83.
 AE7569
 AE7569.The geoid height was determined by GEOID03.
 AE7569
 AE7569;                    North         East     Units Scale Factor Converg.
 AE7569;SPC FL N     -   152,220.578   816,897.247   MT  0.99995371   +1 08 01.8
 AE7569;SPC FL N     -   499,410.35  2,680,103.72   sFT  0.99995371   +1 08 01.8
 AE7569;UTM  17      - 3,358,654.503   380,467.254   MT  0.99977627   -0 37 42.9
 AE7569
 AE7569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7569!SPC FL N     -   0.99999828  x   0.99995371  =   0.99995199
 AE7569!UTM  17      -   0.99999828  x   0.99977627  =   0.99977455
 AE7569
 AE7569:                Primary Azimuth Mark                     Grid Az
 AE7569:SPC FL N     -  BAKER 17                                 202 09 57.5
 AE7569:UTM  17      -  BAKER 17                                 203 55 42.2
 AE7569
 AE7569|---------------------------------------------------------------------|
 AE7569| PID    Reference Object                     Distance      Geod. Az  |
 AE7569|                                                           dddmmss.s |
 AE7569| AE7570 BAKER 17                            APPROX. 0.7 KM 2031759.3 |
 AE7569|---------------------------------------------------------------------|
 AE7569
 AE7569                          SUPERSEDED SURVEY CONTROL
 AE7569
 AE7569  NAD 83(1990)-  30 21 13.95535(N)    082 14 37.46992(W) AD(       ) 1
 AE7569  ELLIP H (03/20/98)   10.90   (m)                       GP(       ) 3 1
 AE7569
 AE7569.Superseded values are not recommended for survey control.
 AE7569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7569.See file dsdata.txt to determine how the superseded data were derived.
 AE7569
 AE7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8046758655(NAD 83)
 AE7569_MARKER: DD = SURVEY DISK
 AE7569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7569_STAMPING: BAKER 16
 AE7569_MARK LOGO: NGS   
 AE7569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7569+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7569
 AE7569  HISTORY     - Date     Condition        Report By
 AE7569  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7569
 AE7569                          STATION DESCRIPTION
 AE7569
 AE7569'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7569'THE STATION IS LOCATED APPROXIMATELY 7.4 MI (11.9 KM) NORTH OF
 AE7569'SANDERSON, 15.2 MI (24.5 KM) NORTHEAST OF OLUSTEE AND 7.4 MI (11.9 KM)
 AE7569'NORTHWEST OF GLEN ST MARY.--  TO REACH THE STATION FROM THE
 AE7569'INTERSECTION OF BAKER COUNTY ROADS 125 AND 127, PROCEED SOUTH ON BAKER
 AE7569'ROAD 127 FOR 1.8 MI (2.9 KM) TO AN INTERSECTION WITH A PRIVATE DIRT
 AE7569'ROAD AND THE STATION ON THE RIGHT, A BRASS NATIONAL GEODETIC SURVEY
 AE7569'DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED
 AE7569'0.1 FT (3.0 CM) BELOW THE GROUND.  THE STATION IS JUST SOUTH OF A GAS
 AE7569'PIPELINE R/W, 18.7 FT (5.7 M) WEST OF THE CENTERLINE OF BAKER COUNTY
 AE7569'ROAD 127, 15.0 FT (4.6 M) SOUTH OF THE CENTERLINE OF A PRIVATE DIRT
 AE7569'ROAD, 3 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.--  REFERENCES--
 AE7569'NAIL AND DISC (LB4514) , SET IN POWER POLE, NORTH 16 DEGREES WEST AT
 AE7569'96.79 FT (29.50 M) -  BURIED CABLE MARKER (NO.  11000 0 17) , SOUTH 9
 AE7569'DEGREES EAST AT 88.43 FT (26.95 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7570 ***********************************************************************
 AE7570  DESIGNATION -  BAKER 17
 AE7570  PID         -  AE7570
 AE7570  STATE/COUNTY-  FL/BAKER
 AE7570  USGS QUAD   -  MACCLENNY WEST (1993)
 AE7570
 AE7570                         *CURRENT SURVEY CONTROL
 AE7570  ___________________________________________________________________
 AE7570* NAD 83(1999)-  30 20 54.25163(N)    082 14 47.25443(W)     ADJUSTED  
 AE7570* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 AE7570  ___________________________________________________________________
 AE7570  X           -     743,211.291 (meters)                     COMP
 AE7570  Y           -  -5,458,488.988 (meters)                     COMP
 AE7570  Z           -   3,203,768.310 (meters)                     COMP
 AE7570  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AE7570  ELLIP HEIGHT-          10.96  (meters)          (05/31/01) GPS OBS
 AE7570  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7570
 AE7570  HORZ ORDER  -  FIRST
 AE7570  ELLP ORDER  -  FOURTH    CLASS I
 AE7570
 AE7570.The horizontal coordinates were established by GPS observations
 AE7570.and adjusted by the National Geodetic Survey in May 2001..
 AE7570
 AE7570.The orthometric height was determined by GPS observations and a
 AE7570.high-resolution geoid model.
 AE7570
 AE7570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7570
 AE7570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7570
 AE7570.The ellipsoidal height was determined by GPS observations
 AE7570.and is referenced to NAD 83.
 AE7570
 AE7570.The geoid height was determined by GEOID03.
 AE7570
 AE7570;                    North         East     Units Scale Factor Converg.
 AE7570;SPC FL N     -   151,608.768   816,647.995   MT  0.99995341   +1 07 56.9
 AE7570;SPC FL N     -   497,403.10  2,679,285.96   sFT  0.99995341   +1 07 56.9
 AE7570;UTM  17      - 3,358,050.754   380,199.352   MT  0.99977706   -0 37 47.5
 AE7570
 AE7570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7570!SPC FL N     -   0.99999828  x   0.99995341  =   0.99995169
 AE7570!UTM  17      -   0.99999828  x   0.99977706  =   0.99977534
 AE7570
 AE7570:                Primary Azimuth Mark                     Grid Az
 AE7570:SPC FL N     -  BAKER 16                                 022 09 57.5
 AE7570:UTM  17      -  BAKER 16                                 023 55 41.9
 AE7570
 AE7570|---------------------------------------------------------------------|
 AE7570| PID    Reference Object                     Distance      Geod. Az  |
 AE7570|                                                           dddmmss.s |
 AE7570| AE7569 BAKER 16                            APPROX. 0.7 KM 0231754.4 |
 AE7570|---------------------------------------------------------------------|
 AE7570
 AE7570                          SUPERSEDED SURVEY CONTROL
 AE7570
 AE7570  NAD 83(1990)-  30 20 54.25053(N)    082 14 47.25444(W) AD(       ) 1
 AE7570  ELLIP H (03/20/98)   10.93   (m)                       GP(       ) 3 1
 AE7570
 AE7570.Superseded values are not recommended for survey control.
 AE7570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7570.See file dsdata.txt to determine how the superseded data were derived.
 AE7570
 AE7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8019958051(NAD 83)
 AE7570_MARKER: DD = SURVEY DISK
 AE7570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7570_STAMPING: BAKER 17 1997
 AE7570_MARK LOGO: NGS   
 AE7570_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7570+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7570
 AE7570  HISTORY     - Date     Condition        Report By
 AE7570  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7570
 AE7570                          STATION DESCRIPTION
 AE7570
 AE7570'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7570'THE STATION IS LOCATED APPROXIMATELY 6.9 MI (11.1 KM) NORTH OF
 AE7570'SANDERSON, 14.8 MI (23.8 KM) NORTHEAST OF OLUSTEE AND 7.2 MI (11.6 KM)
 AE7570'NORTHWEST OF GLEN ST MARY.--  TO REACH THE STATION FROM THE
 AE7570'INTERSECTION OF BAKER COUNTY ROADS 125 AND 127, PROCEED SOUTH ON BAKER
 AE7570'ROAD 127 FOR 2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT, A BRASS
 AE7570'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE7570'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE7570'STATION IS 19.7 FT (6.0 M) WEST OF THE CENTERLINE OF BAKER COUNTY ROAD
 AE7570'229 AND 4 FT (1.2 M) FT EAST OF A CARSONITE WITNESS POST.--
 AE7570'REFERENCES--  NAIL AND DISC (LB4514) , SET IN 10-INCH PINE TREE, NORTH
 AE7570'44 DEGREES WEST AT 67.13 FT (20.46 M) -  TELEPHONE EQUIPMENT BOX,
 AE7570'NORTH 61 DEGREES EAST AT 89.5 FT (27.3 M) -  NAIL AND DISC (LB4514) ,
 AE7570'SET IN A 6-INCH PINE TREE, SOUTH 22 DEGREES EAST 66.79 FT (20.36 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7571 ***********************************************************************
 AE7571  DESIGNATION -  BAKER 18
 AE7571  PID         -  AE7571
 AE7571  STATE/COUNTY-  FL/BAKER
 AE7571  USGS QUAD   -  MACCLENNY WEST (1993)
 AE7571
 AE7571                         *CURRENT SURVEY CONTROL
 AE7571  ___________________________________________________________________
 AE7571* NAD 83(1999)-  30 20 51.87813(N)    082 09 01.00225(W)     ADJUSTED  
 AE7571* NAVD 88     -        34.8    (meters)     114.     (feet)  GPS OBS   
 AE7571  ___________________________________________________________________
 AE7571  X           -     752,377.814 (meters)                     COMP
 AE7571  Y           -  -5,457,266.541 (meters)                     COMP
 AE7571  Z           -   3,203,703.033 (meters)                     COMP
 AE7571  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AE7571  ELLIP HEIGHT-           6.60  (meters)          (05/31/01) GPS OBS
 AE7571  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AE7571
 AE7571  HORZ ORDER  -  FIRST
 AE7571  ELLP ORDER  -  FOURTH    CLASS I
 AE7571
 AE7571.The horizontal coordinates were established by GPS observations
 AE7571.and adjusted by the National Geodetic Survey in May 2001..
 AE7571
 AE7571.The orthometric height was determined by GPS observations and a
 AE7571.high-resolution geoid model.
 AE7571
 AE7571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7571
 AE7571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7571
 AE7571.The ellipsoidal height was determined by GPS observations
 AE7571.and is referenced to NAD 83.
 AE7571
 AE7571.The geoid height was determined by GEOID03.
 AE7571
 AE7571;                    North         East     Units Scale Factor Converg.
 AE7571;SPC FL N     -   151,722.356   825,894.761   MT  0.99995337   +1 10 50.9
 AE7571;SPC FL N     -   497,775.76  2,709,623.06   sFT  0.99995337   +1 10 50.9
 AE7571;UTM  17      - 3,357,879.975   389,443.484   MT  0.99975079   -0 34 52.4
 AE7571
 AE7571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7571!SPC FL N     -   0.99999896  x   0.99995337  =   0.99995233
 AE7571!UTM  17      -   0.99999896  x   0.99975079  =   0.99974975
 AE7571
 AE7571:                Primary Azimuth Mark                     Grid Az
 AE7571:SPC FL N     -  BAKER 19                                 178 21 26.1
 AE7571:UTM  17      -  BAKER 19                                 180 07 09.4
 AE7571
 AE7571|---------------------------------------------------------------------|
 AE7571| PID    Reference Object                     Distance      Geod. Az  |
 AE7571|                                                           dddmmss.s |
 AE7571| AE7572 BAKER 19                            APPROX. 0.6 KM 1793217.0 |
 AE7571|---------------------------------------------------------------------|
 AE7571
 AE7571                          SUPERSEDED SURVEY CONTROL
 AE7571
 AE7571  NAD 83(1990)-  30 20 51.87704(N)    082 09 01.00232(W) AD(       ) 1
 AE7571  ELLIP H (03/20/98)    6.57   (m)                       GP(       ) 3 1
 AE7571
 AE7571.Superseded values are not recommended for survey control.
 AE7571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7571.See file dsdata.txt to determine how the superseded data were derived.
 AE7571
 AE7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8944357880(NAD 83)
 AE7571_MARKER: DD = SURVEY DISK
 AE7571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7571_STAMPING: BAKER 18 1997
 AE7571_MARK LOGO: NGS   
 AE7571_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7571+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7571
 AE7571  HISTORY     - Date     Condition        Report By
 AE7571  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7571
 AE7571                          STATION DESCRIPTION
 AE7571
 AE7571'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7571'THE STATION IS LOCATED APPROXIMATELY 10.1 MI (16.3 KM) NORTHEAST OF
 AE7571'SANDERSON, 5.0 MI (8.0 KM) NORTH OF GLEN ST MARY AND 11.2 MI (18.0 KM)
 AE7571'NORTHWEST OF BALDWIN.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7571'STATE ROAD 121 AND BAKER COUNTY ROAD 23C, PROCEED WEST ON BAKER COUNTY
 AE7571'ROAD 23C FOR 0.75 MI (1.21 KM) TO AN INTERSECTION WITH BAKER COUNTY
 AE7571'ROAD 23A, CONTINUE WEST, THEN NORTH ON BAKER COUNTY ROAD 23C FOR 1.4
 AE7571'MI (2.3 KM) TO THE STATION ON THE LEFT, A BRASS NATIONAL GEODETIC
 AE7571'SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 AE7571'RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE STATION IS 0.1 MI (0.2
 AE7571'KM) NORTH OF JAMES BRITT ROAD, 16.5 FT (5.0 M) WEST OF THE CENTERLINE
 AE7571'OF BAKER COUNTY ROAD 23C, 139 FT (42.4 M) SOUTH OF THE CENTERLINE OF A
 AE7571'PRIVATE DIRT ROAD AND 13 FT (4.0 M) EAST OF A CARSONITE WITNESS
 AE7571'POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN A 8-INCH PINE
 AE7571'TREE, SOUTH 34 DEGREES EAST AT 88.93 FT (27.11 M) -  NAIL AND DISC
 AE7571'(LB4514) , SET IN A POWER POLE, SOUTH 23 DEGREES WEST 56.65 FT (17.27
 AE7571'M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7572 ***********************************************************************
 AE7572  DESIGNATION -  BAKER 19
 AE7572  PID         -  AE7572
 AE7572  STATE/COUNTY-  FL/BAKER
 AE7572  USGS QUAD   -  MACCLENNY WEST (1993)
 AE7572
 AE7572                         *CURRENT SURVEY CONTROL
 AE7572  ___________________________________________________________________
 AE7572* NAD 83(1999)-  30 20 33.94519(N)    082 09 00.83555(W)     ADJUSTED  
 AE7572* NAVD 88     -        32.2    (meters)     106.     (feet)  GPS OBS   
 AE7572  ___________________________________________________________________
 AE7572  X           -     752,420.020 (meters)                     COMP
 AE7572  Y           -  -5,457,540.077 (meters)                     COMP
 AE7572  Z           -   3,203,225.144 (meters)                     COMP
 AE7572  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AE7572  ELLIP HEIGHT-           3.99  (meters)          (05/31/01) GPS OBS
 AE7572  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AE7572
 AE7572  HORZ ORDER  -  FIRST
 AE7572  ELLP ORDER  -  FOURTH    CLASS I
 AE7572
 AE7572.The horizontal coordinates were established by GPS observations
 AE7572.and adjusted by the National Geodetic Survey in May 2001..
 AE7572
 AE7572.The orthometric height was determined by GPS observations and a
 AE7572.high-resolution geoid model.
 AE7572
 AE7572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7572
 AE7572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7572
 AE7572.The ellipsoidal height was determined by GPS observations
 AE7572.and is referenced to NAD 83.
 AE7572
 AE7572.The geoid height was determined by GEOID03.
 AE7572
 AE7572;                    North         East     Units Scale Factor Converg.
 AE7572;SPC FL N     -   151,170.365   825,910.591   MT  0.99995310   +1 10 50.9
 AE7572;SPC FL N     -   495,964.77  2,709,675.00   sFT  0.99995310   +1 10 50.9
 AE7572;UTM  17      - 3,357,327.870   389,442.335   MT  0.99975079   -0 34 52.0
 AE7572
 AE7572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7572!SPC FL N     -   0.99999937  x   0.99995310  =   0.99995247
 AE7572!UTM  17      -   0.99999937  x   0.99975079  =   0.99975016
 AE7572
 AE7572:                Primary Azimuth Mark                     Grid Az
 AE7572:SPC FL N     -  BAKER 18                                 358 21 26.2
 AE7572:UTM  17      -  BAKER 18                                 000 07 09.1
 AE7572
 AE7572|---------------------------------------------------------------------|
 AE7572| PID    Reference Object                     Distance      Geod. Az  |
 AE7572|                                                           dddmmss.s |
 AE7572| AE7571 BAKER 18                            APPROX. 0.6 KM 3593217.1 |
 AE7572|---------------------------------------------------------------------|
 AE7572
 AE7572                          SUPERSEDED SURVEY CONTROL
 AE7572
 AE7572  NAD 83(1990)-  30 20 33.94410(N)    082 09 00.83562(W) AD(       ) 1
 AE7572  ELLIP H (03/20/98)    3.96   (m)                       GP(       ) 3 1
 AE7572
 AE7572.Superseded values are not recommended for survey control.
 AE7572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7572.See file dsdata.txt to determine how the superseded data were derived.
 AE7572
 AE7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8944257328(NAD 83)
 AE7572_MARKER: DD = SURVEY DISK
 AE7572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7572_STAMPING: BAKER 19 1997
 AE7572_MARK LOGO: NGS   
 AE7572_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7572+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7572
 AE7572  HISTORY     - Date     Condition        Report By
 AE7572  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7572
 AE7572                          STATION DESCRIPTION
 AE7572
 AE7572'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7572'THE STATION IS LOCATED APPROXIMATELY 9.5 MI (15.3 KM) NORTHEAST OF
 AE7572'SANDERSON, 4.4 MI (7.1 KM) NORTH OF GLEN ST MARY AND 11.1 MI (17.9 KM)
 AE7572'NORTHWEST OF BALDWIN.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7572'STATE ROAD 121 AND BAKER COUNTY ROAD 23C, PROCEED WEST ON BAKER COUNTY
 AE7572'ROAD 23C FOR 0.75 MI (1.21 KM) TO AN INTERSECTION WITH BAKER COUNTY
 AE7572'ROAD 23A, CONTINUE WEST, THEN NORTH ON BAKER COUNTY ROAD 23C FOR 1.05
 AE7572'MI (1.69 KM) TO THE STATION ON THE LEFT, A BRASS NATIONAL GEODETIC
 AE7572'SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 AE7572'RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE STATION IS 0.1 MI (0.2
 AE7572'KM) NORTH OF OLD YARBOROUGH ROAD, 35.1 FT (10.7 M) WEST OF BAKER
 AE7572'COUNTY ROAD 23C AND 2 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.--
 AE7572'REFERENCES--  ROAD SIGN (CURVE) , NORTH 18 DEGREES EAST AT 91.2 FT
 AE7572'(27.8 M) -  NAIL AND DISC (LB4514) , SET IN A 20-INCH PECAN TREE,
 AE7572'SOUTH 13 DEGREES WEST AT 165.82 FT (50.54 M) -  NAIL AND DISC (LB4514)
 AE7572', SET IN A POWER POLE, SOUTH 15 DEGREES EAST AT 198.23 FT (60.42 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7555 ***********************************************************************
 AE7555  DESIGNATION -  BAKER 2
 AE7555  PID         -  AE7555
 AE7555  STATE/COUNTY-  FL/BAKER
 AE7555  USGS QUAD   -  SARGENT (1994)
 AE7555
 AE7555                         *CURRENT SURVEY CONTROL
 AE7555  ___________________________________________________________________
 AE7555* NAD 83(1999)-  30 34 04.66566(N)    082 25 45.56339(W)     ADJUSTED  
 AE7555* NAVD 88     -        38.0    (meters)     125.     (feet)  GPS OBS   
 AE7555  ___________________________________________________________________
 AE7555  X           -     724,160.660 (meters)                     COMP
 AE7555  Y           -  -5,448,601.279 (meters)                     COMP
 AE7555  Z           -   3,224,749.106 (meters)                     COMP
 AE7555  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AE7555  ELLIP HEIGHT-           9.70  (meters)          (05/31/01) GPS OBS
 AE7555  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AE7555
 AE7555  HORZ ORDER  -  FIRST
 AE7555  ELLP ORDER  -  FOURTH    CLASS I
 AE7555
 AE7555.The horizontal coordinates were established by GPS observations
 AE7555.and adjusted by the National Geodetic Survey in May 2001..
 AE7555
 AE7555.The orthometric height was determined by GPS observations and a
 AE7555.high-resolution geoid model.
 AE7555
 AE7555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7555
 AE7555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7555
 AE7555.The ellipsoidal height was determined by GPS observations
 AE7555.and is referenced to NAD 83.
 AE7555
 AE7555.The geoid height was determined by GEOID03.
 AE7555
 AE7555;                    North         East     Units Scale Factor Converg.
 AE7555;SPC FL N     -   175,610.857   798,628.093   MT  0.99997280   +1 02 26.0
 AE7555;SPC FL N     -   576,149.95  2,620,165.67   sFT  0.99997280   +1 02 26.0
 AE7555;UTM  17      - 3,382,592.546   362,929.933   MT  0.99983178   -0 43 37.2
 AE7555
 AE7555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7555!SPC FL N     -   0.99999848  x   0.99997280  =   0.99997128
 AE7555!UTM  17      -   0.99999848  x   0.99983178  =   0.99983026
 AE7555
 AE7555:                Primary Azimuth Mark                     Grid Az
 AE7555:SPC FL N     -  BAKER 1                                  273 11 50.4
 AE7555:UTM  17      -  BAKER 1                                  274 57 53.6
 AE7555
 AE7555|---------------------------------------------------------------------|
 AE7555| PID    Reference Object                     Distance      Geod. Az  |
 AE7555|                                                           dddmmss.s |
 AE7555| AE7554 BAKER 1                             APPROX. 1.0 KM 2741416.4 |
 AE7555|---------------------------------------------------------------------|
 AE7555
 AE7555                          SUPERSEDED SURVEY CONTROL
 AE7555
 AE7555  NAD 83(1990)-  30 34 04.66456(N)    082 25 45.56332(W) AD(       ) 1
 AE7555  ELLIP H (03/20/98)    9.68   (m)                       GP(       ) 3 1
 AE7555
 AE7555.Superseded values are not recommended for survey control.
 AE7555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7555.See file dsdata.txt to determine how the superseded data were derived.
 AE7555
 AE7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6293082593(NAD 83)
 AE7555_MARKER: DD = SURVEY DISK
 AE7555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7555_STAMPING: BAKER 2 1997
 AE7555_MARK LOGO: NGS   
 AE7555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7555+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7555
 AE7555  HISTORY     - Date     Condition        Report By
 AE7555  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7555
 AE7555                          STATION DESCRIPTION
 AE7555
 AE7555'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7555'THE STATION IS LOCATED APPROXIMATELY 10.9 MI (17.5 KM) SOUTHEAST OF
 AE7555'FARGO, 24.1 MI (38.8 KM) WEST OF ST GEORGE AND 28.9 MI (46.5 KM)
 AE7555'NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7555'OF STATE ROAD 2 AND BAKER COUNTY ROAD 127 SOUTH, PROCEED WESTERLY ON
 AE7555'STATE ROAD 2 FOR 12.2 MI (19.6 KM) TO THE STATION ON THE LEFT, A BRASS
 AE7555'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE7555'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE7555'STATION IS 1.9 MI (3.1 KM) EAST OF THE BAKER-COLUMBIA COUNTY LINE,
 AE7555'19.1 FT (5.8 M) SOUTH OF THE CENTERLINE OF STATE ROAD 2 AND 5 FT (1.5
 AE7555'M) NORTH OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC
 AE7555'(LB4514) , SET IN A 5-INCH TREE, NORTH 9 DEGREES EAST AT 56.89 FT
 AE7555'(17.34 M) -  NAIL AND DISC (LB4514) , SET AT THE INTERSECTION OF STATE
 AE7555'ROAD 2 AND A DIRT ROAD (RD 31) IN THE NORTH EDGE OF PAVEMENT OF STATE
 AE7555'ROAD 2, NORTH 89 DEGREES EAST AT 250.39 FT (76.32 M) -  NAIL AND DISC
 AE7555'(LB4514) , SET IN A 6-INCH BAY TREE, SOUTH 72 DEGREES EAST AT 125.78
 AE7555'FEET (38.34 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7573 ***********************************************************************
 AE7573  DESIGNATION -  BAKER 20
 AE7573  PID         -  AE7573
 AE7573  STATE/COUNTY-  FL/BAKER
 AE7573  USGS QUAD   -  MACCLENNY EAST (1972)
 AE7573
 AE7573                         *CURRENT SURVEY CONTROL
 AE7573  ___________________________________________________________________
 AE7573* NAD 83(1999)-  30 21 18.62196(N)    082 03 59.59781(W)     ADJUSTED  
 AE7573* NAVD 88     -        16.7    (meters)      55.     (feet)  GPS OBS   
 AE7573  ___________________________________________________________________
 AE7573  X           -     760,291.842 (meters)                     COMP
 AE7573  Y           -  -5,455,733.648 (meters)                     COMP
 AE7573  Z           -   3,204,404.547 (meters)                     COMP
 AE7573  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AE7573  ELLIP HEIGHT-         -11.53  (meters)          (05/31/01) GPS OBS
 AE7573  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7573
 AE7573  HORZ ORDER  -  FIRST
 AE7573  ELLP ORDER  -  FOURTH    CLASS I
 AE7573
 AE7573.The horizontal coordinates were established by GPS observations
 AE7573.and adjusted by the National Geodetic Survey in May 2001..
 AE7573
 AE7573.The orthometric height was determined by GPS observations and a
 AE7573.high-resolution geoid model.
 AE7573
 AE7573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7573
 AE7573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7573
 AE7573.The ellipsoidal height was determined by GPS observations
 AE7573.and is referenced to NAD 83.
 AE7573
 AE7573.The geoid height was determined by GEOID03.
 AE7573
 AE7573;                    North         East     Units Scale Factor Converg.
 AE7573;SPC FL N     -   152,714.513   833,924.891   MT  0.99995379   +1 13 22.3
 AE7573;SPC FL N     -   501,030.86  2,735,968.58   sFT  0.99995379   +1 13 22.3
 AE7573;UTM  17      - 3,358,624.598   397,498.604   MT  0.99972962   -0 32 20.5
 AE7573
 AE7573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7573!SPC FL N     -   1.00000181  x   0.99995379  =   0.99995560
 AE7573!UTM  17      -   1.00000181  x   0.99972962  =   0.99973143
 AE7573
 AE7573                          SUPERSEDED SURVEY CONTROL
 AE7573
 AE7573  NAD 83(1990)-  30 21 18.62089(N)    082 03 59.59791(W) AD(       ) 1
 AE7573  ELLIP H (03/20/98)  -11.55   (m)                       GP(       ) 3 1
 AE7573
 AE7573.Superseded values are not recommended for survey control.
 AE7573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7573.See file dsdata.txt to determine how the superseded data were derived.
 AE7573
 AE7573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9749958625(NAD 83)
 AE7573_MARKER: DD = SURVEY DISK
 AE7573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7573_STAMPING: BAKER 20 1997
 AE7573_MARK LOGO: NGS   
 AE7573_PROJECTION: FLUSH
 AE7573_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7573+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2002
 AE7573
 AE7573  HISTORY     - Date     Condition        Report By
 AE7573  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7573  HISTORY     - 20020510 GOOD             BAH
 AE7573
 AE7573                          STATION DESCRIPTION
 AE7573
 AE7573'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7573'THE STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) NORTHEAST OF
 AE7573'MACCLENNY, 6.7 MI (10.8 KM) NORTHWEST OF BALDWIN AND 7.9 MI (12.7 KM)
 AE7573'NORTHWEST OF BRYCEVILLE.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7573'OF STATE ROAD 121, BAKER COUNTY ROAD 23C AND STEEL BRIDGE ROAD,
 AE7573'PROCEED EASTERLY ON STEEL BRIDGE ROAD FOR 1.0 MI (1.6 KM) TO THE END
 AE7573'OF PAVEMENT, CONTINUE EASTERLY ON DIRT ROAD FOR 1.9 MI (3.1 KM) TO A
 AE7573'FORK IN THE ROAD, PROCEED SOUTHERLY ON RIGHT FORK FOR 0.5 MI (0.8 KM)
 AE7573'TO ANOTHER FORK IN ROAD, PROCEED EASTERLY ON LEFT FORK FOR 0.95 MI
 AE7573'(1.53 KM) TO A PUBLIC BOAT RAMP AND THE STATION, A BRASS NATIONAL
 AE7573'GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE7573'MONUMENT RECESSED 0.5 FT (15.2 CM) BELOW THE GROUND.  THE STATION IS
 AE7573'24.3 FT (7.4 M) EAST OF THE CENTERLINE OF A CONCRETE BOAT RAMP, 10.7
 AE7573'FT (3.3 M) EAST OF A RIP-RAP WALL AND 2 FT (0.6 M) SOUTH OF A
 AE7573'CARSONITE WITNESS POST.--  REFERENCES--  METAL SIGN (PUBLIC BOAT RAMP)
 AE7573', NORTH 18 DEGREES EAST AT 29.6 FT (9.0 M) -  NAIL AND DISC (LB4514) ,
 AE7573'SET IN A 22-INCH OAK TREE, NORTH 53 DEGREES WEST AT 66.39 FT (20.24 M)
 AE7573'-  NAIL AND DISC (LB4514) , SET IN A 28-INCH OAK TREE, SOUTH 68
 AE7573'DEGREES EAST AT 54.81 FT (16.71 M) -
 AE7573
 AE7573                          STATION RECOVERY (2002)
 AE7573
 AE7573'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 AE7573'RECOVERED AS DESCRIBED (ARG)
 AE7573'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7574 ***********************************************************************
 AE7574  DESIGNATION -  BAKER 21
 AE7574  PID         -  AE7574
 AE7574  STATE/COUNTY-  FL/BAKER
 AE7574  USGS QUAD   -  BIG GUM SWAMP (1994)
 AE7574
 AE7574                         *CURRENT SURVEY CONTROL
 AE7574  ___________________________________________________________________
 AE7574* NAD 83(1999)-  30 15 02.43402(N)    082 26 37.91821(W)     ADJUSTED  
 AE7574* NAVD 88     -        48.4    (meters)     159.     (feet)  GPS OBS   
 AE7574  ___________________________________________________________________
 AE7574  X           -     725,120.061 (meters)                     COMP
 AE7574  Y           -  -5,466,443.551 (meters)                     COMP
 AE7574  Z           -   3,194,419.055 (meters)                     COMP
 AE7574  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AE7574  ELLIP HEIGHT-          20.18  (meters)          (05/31/01) GPS OBS
 AE7574  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE7574
 AE7574  HORZ ORDER  -  FIRST
 AE7574  ELLP ORDER  -  FOURTH    CLASS I
 AE7574
 AE7574.The horizontal coordinates were established by GPS observations
 AE7574.and adjusted by the National Geodetic Survey in May 2001..
 AE7574
 AE7574.The orthometric height was determined by GPS observations and a
 AE7574.high-resolution geoid model.
 AE7574
 AE7574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7574
 AE7574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7574
 AE7574.The ellipsoidal height was determined by GPS observations
 AE7574.and is referenced to NAD 83.
 AE7574
 AE7574.The geoid height was determined by GEOID03.
 AE7574
 AE7574;                    North         East     Units Scale Factor Converg.
 AE7574;SPC FL N     -   140,418.596   797,867.481   MT  0.99994949   +1 01 59.7
 AE7574;SPC FL N     -   460,690.01  2,617,670.23   sFT  0.99994949   +1 01 59.7
 AE7574;UTM  17      - 3,347,444.731   361,086.479   MT  0.99983807   -0 43 39.0
 AE7574
 AE7574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7574!SPC FL N     -   0.99999683  x   0.99994949  =   0.99994632
 AE7574!UTM  17      -   0.99999683  x   0.99983807  =   0.99983490
 AE7574
 AE7574:                Primary Azimuth Mark                     Grid Az
 AE7574:SPC FL N     -  I10 71 B15                               333 28 06.5
 AE7574:UTM  17      -  I10 71 B15                               335 13 45.2
 AE7574
 AE7574|---------------------------------------------------------------------|
 AE7574| PID    Reference Object                     Distance      Geod. Az  |
 AE7574|                                                           dddmmss.s |
 AE7574| BD1190 I10 71 B15                          APPROX. 0.6 KM 3343006.2 |
 AE7574|---------------------------------------------------------------------|
 AE7574
 AE7574                          SUPERSEDED SURVEY CONTROL
 AE7574
 AE7574  NAD 83(1990)-  30 15 02.43298(N)    082 26 37.91817(W) AD(       ) 1
 AE7574  ELLIP H (03/20/98)   20.16   (m)                       GP(       ) 3 1
 AE7574
 AE7574.Superseded values are not recommended for survey control.
 AE7574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7574.See file dsdata.txt to determine how the superseded data were derived.
 AE7574
 AE7574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6108647445(NAD 83)
 AE7574_MARKER: DD = SURVEY DISK
 AE7574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7574_STAMPING: BAKER 21 1997
 AE7574_MARK LOGO: NGS   
 AE7574_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7574+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7574
 AE7574  HISTORY     - Date     Condition        Report By
 AE7574  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7574
 AE7574                          STATION DESCRIPTION
 AE7574
 AE7574'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7574'THE STATION IS LOCATED APPROXIMATELY 3.4 MI (5.5 KM) NORTH OF OLUSTEE,
 AE7574'10.5 MI (16.9 KM) WEST OF SANDERSON AND 12.3 MI (19.8 KM) NORTHEAST OF
 AE7574'LAKE CITY.--  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AE7574'HIGHWAY 10 AND BAKER COUNTY ROAD 250A, PROCEED SOUTHEAST ON BAKER
 AE7574'COUNTY ROAD 250A FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, A
 AE7574'BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE7574'DIAMETER CONCRETE MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND.
 AE7574'THE STATION IS APPROXIMATELY 180 FT (54.9 M) SOUTH OF DIRT ROAD MARKED
 AE7574'BY A SIGN (OSCEOLA NATIONAL FOREST RECREATIONAL AREA-HOG PEN LANDING)
 AE7574'AND 30 FT (9.1 M) NORTHEAST OF A CARSONITE WITNESS POST.--
 AE7574'REFERENCES--  NAIL AND DISC (LB4514) , SET IN A 18-INCH PINE TREE,
 AE7574'SOUTH 90 DEGREES WEST AT 61.45 FT (18.73 M) -  NAIL AND DISC (LB4514)
 AE7574'SET IN THE CENTERLINE OF BAKER COUNTY ROAD 250A, NORTH 50 DEGREES EAST
 AE7574'AT 17.86 FT (5.44 M) -  NAIL AND DISC (LB4514) , SET IN 8-INCH PINE
 AE7574'TREE, SOUTH 12 DEGREES EAST AT 99.78 FT (30.41 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7575 ***********************************************************************
 AE7575  DESIGNATION -  BAKER 22
 AE7575  PID         -  AE7575
 AE7575  STATE/COUNTY-  FL/BAKER
 AE7575  USGS QUAD   -  SANDERSON NORTH (1988)
 AE7575
 AE7575                         *CURRENT SURVEY CONTROL
 AE7575  ___________________________________________________________________
 AE7575* NAD 83(1999)-  30 16 02.86070(N)    082 20 38.64382(W)     ADJUSTED  
 AE7575* NAVD 88     -        46.0    (meters)     151.     (feet)  GPS OBS   
 AE7575  ___________________________________________________________________
 AE7575  X           -     734,515.272 (meters)                     COMP
 AE7575  Y           -  -5,464,240.859 (meters)                     COMP
 AE7575  Z           -   3,196,025.071 (meters)                     COMP
 AE7575  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AE7575  ELLIP HEIGHT-          17.75  (meters)          (05/31/01) GPS OBS
 AE7575  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7575
 AE7575  HORZ ORDER  -  FIRST
 AE7575  ELLP ORDER  -  FOURTH    CLASS I
 AE7575
 AE7575.The horizontal coordinates were established by GPS observations
 AE7575.and adjusted by the National Geodetic Survey in May 2001..
 AE7575
 AE7575.The orthometric height was determined by GPS observations and a
 AE7575.high-resolution geoid model.
 AE7575
 AE7575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7575
 AE7575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7575
 AE7575.The ellipsoidal height was determined by GPS observations
 AE7575.and is referenced to NAD 83.
 AE7575
 AE7575.The geoid height was determined by GEOID03.
 AE7575
 AE7575;                    North         East     Units Scale Factor Converg.
 AE7575;SPC FL N     -   142,456.320   807,435.064   MT  0.99994995   +1 05 00.3
 AE7575;SPC FL N     -   467,375.44  2,649,059.87   sFT  0.99994995   +1 05 00.3
 AE7575;UTM  17      - 3,349,187.275   370,710.930   MT  0.99980622   -0 40 39.2
 AE7575
 AE7575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7575!SPC FL N     -   0.99999721  x   0.99994995  =   0.99994716
 AE7575!UTM  17      -   0.99999721  x   0.99980622  =   0.99980343
 AE7575
 AE7575:                Primary Azimuth Mark                     Grid Az
 AE7575:SPC FL N     -  BAKER 23                                 043 55 47.6
 AE7575:UTM  17      -  BAKER 23                                 045 41 27.1
 AE7575
 AE7575|---------------------------------------------------------------------|
 AE7575| PID    Reference Object                     Distance      Geod. Az  |
 AE7575|                                                           dddmmss.s |
 AE7575| AE7576 BAKER 23                            APPROX. 0.6 KM 0450047.9 |
 AE7575|---------------------------------------------------------------------|
 AE7575
 AE7575                          SUPERSEDED SURVEY CONTROL
 AE7575
 AE7575  NAD 83(1990)-  30 16 02.85961(N)    082 20 38.64380(W) AD(       ) 1
 AE7575  ELLIP H (03/20/98)   17.73   (m)                       GP(       ) 3 1
 AE7575
 AE7575.Superseded values are not recommended for survey control.
 AE7575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7575.See file dsdata.txt to determine how the superseded data were derived.
 AE7575
 AE7575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7071149187(NAD 83)
 AE7575_MARKER: DD = SURVEY DISK
 AE7575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7575_STAMPING: BAKER 22 1997
 AE7575_MARK LOGO: NGS   
 AE7575_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7575+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7575
 AE7575  HISTORY     - Date     Condition        Report By
 AE7575  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7575
 AE7575                          STATION DESCRIPTION
 AE7575
 AE7575'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7575'THE STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) NORTHEAST OF
 AE7575'OLUSTEE, 4.6 MI (7.4 KM) NORTHWEST OF SANDERSON AND 11.1 MI (17.9 KM)
 AE7575'NORTHWEST OF GLEN ST MARY.--  TO REACH THE STATION FROM THE
 AE7575'INTERSECTION OF BAKER COUNTY ROAD 124 AND HERROD DOBSON ROAD, PROCEED
 AE7575'SOUTHWEST HERROD DOBSON ROAD FOR 3.25 MI (5.23 KM) TO THE STATION ON
 AE7575'THE RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7575'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7575'GROUND.  THE STATION IS 13.2 FT (4.0 M) NORTHWEST OF THE CENTERLINE OF
 AE7575'HERROD DOBSON ROAD, 29.2 FT (8.9 M) SOUTHWEST OF A GATED DIRT ROAD AND
 AE7575'3 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST.--  REFERENCES--
 AE7575'RAILROAD IRON (2.5 FT ABOVE THE GROUND) , NORTH 17 DEGREES WEST AT
 AE7575'81.0 FT (24.7 M) -  NAIL AND DISC (LB4514) , SET IN A 10-INCH PINE
 AE7575'TREE, NORTH 73 DEGREES EAST AT 64.51 FT (19.66 M) -  NAIL AND DISC
 AE7575'(LB4514) , SET IN 6-INCH PINE TREE, SOUTH 20 DEGREES EAST AT 30.41 FT
 AE7575'(9.27 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7576 ***********************************************************************
 AE7576  DESIGNATION -  BAKER 23
 AE7576  PID         -  AE7576
 AE7576  STATE/COUNTY-  FL/BAKER
 AE7576  USGS QUAD   -  SANDERSON NORTH (1988)
 AE7576
 AE7576                         *CURRENT SURVEY CONTROL
 AE7576  ___________________________________________________________________
 AE7576* NAD 83(1999)-  30 16 17.03453(N)    082 20 22.30640(W)     ADJUSTED  
 AE7576* NAVD 88     -        45.5    (meters)     149.     (feet)  GPS OBS   
 AE7576  ___________________________________________________________________
 AE7576  X           -     734,918.690 (meters)                     COMP
 AE7576  Y           -  -5,463,964.226 (meters)                     COMP
 AE7576  Z           -   3,196,401.798 (meters)                     COMP
 AE7576  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AE7576  ELLIP HEIGHT-          17.29  (meters)          (05/31/01) GPS OBS
 AE7576  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7576
 AE7576  HORZ ORDER  -  FIRST
 AE7576  ELLP ORDER  -  FOURTH    CLASS I
 AE7576
 AE7576.The horizontal coordinates were established by GPS observations
 AE7576.and adjusted by the National Geodetic Survey in May 2001..
 AE7576
 AE7576.The orthometric height was determined by GPS observations and a
 AE7576.high-resolution geoid model.
 AE7576
 AE7576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7576
 AE7576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7576
 AE7576.The ellipsoidal height was determined by GPS observations
 AE7576.and is referenced to NAD 83.
 AE7576
 AE7576.The geoid height was determined by GEOID03.
 AE7576
 AE7576;                    North         East     Units Scale Factor Converg.
 AE7576;SPC FL N     -   142,900.949   807,863.386   MT  0.99995008   +1 05 08.5
 AE7576;SPC FL N     -   468,834.20  2,650,465.13   sFT  0.99995008   +1 05 08.5
 AE7576;UTM  17      - 3,349,618.469   371,152.650   MT  0.99980481   -0 40 31.2
 AE7576
 AE7576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7576!SPC FL N     -   0.99999728  x   0.99995008  =   0.99994736
 AE7576!UTM  17      -   0.99999728  x   0.99980481  =   0.99980210
 AE7576
 AE7576:                Primary Azimuth Mark                     Grid Az
 AE7576:SPC FL N     -  BAKER 22                                 223 55 47.7
 AE7576:UTM  17      -  BAKER 22                                 225 41 27.4
 AE7576
 AE7576|---------------------------------------------------------------------|
 AE7576| PID    Reference Object                     Distance      Geod. Az  |
 AE7576|                                                           dddmmss.s |
 AE7576| AE7575 BAKER 22                            APPROX. 0.6 KM 2250056.2 |
 AE7576|---------------------------------------------------------------------|
 AE7576
 AE7576                          SUPERSEDED SURVEY CONTROL
 AE7576
 AE7576  NAD 83(1990)-  30 16 17.03345(N)    082 20 22.30638(W) AD(       ) 1
 AE7576  ELLIP H (03/20/98)   17.26   (m)                       GP(       ) 3 1
 AE7576
 AE7576.Superseded values are not recommended for survey control.
 AE7576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7576.See file dsdata.txt to determine how the superseded data were derived.
 AE7576
 AE7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7115349618(NAD 83)
 AE7576_MARKER: DD = SURVEY DISK
 AE7576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7576_STAMPING: BAKER 23 1997
 AE7576_MARK LOGO: NGS   
 AE7576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7576+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7576
 AE7576  HISTORY     - Date     Condition        Report By
 AE7576  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7576
 AE7576                          STATION DESCRIPTION
 AE7576
 AE7576'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7576'THE STATION IS LOCATED APPROXIMATELY 7.1 MI (11.4 KM) NORTHEAST OF
 AE7576'OLUSTEE, 4.4 MI (7.1 KM) NORTHWEST OF SANDERSON AND 10.8 MI (17.4 KM)
 AE7576'NORTHWEST OF GLEN ST MARY.--  TO REACH THE STATION FROM THE
 AE7576'INTERSECTION OF BAKER COUNTY ROAD 124 AND HERROD DOBSON ROAD, PROCEED
 AE7576'SOUTHWEST ON HERROD DOBSON ROAD FOR 2.9 MI (4.7 KM) TO THE STATION ON
 AE7576'THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7576'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7576'GROUND.  THE STATION IS 23.5 FT (7.2 M) SOUTHEAST OF THE CENTERLINE OF
 AE7576'HERROD DOBSON ROAD AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AE7576'POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN A 5-INCH PINE
 AE7576'TREE, NORTH 20 DEGREES WEST AT 50.29 FT (15.33 M) -  NAIL AND DISC
 AE7576'(LB4514) , SET IN A 20-INCH PINE TREE, SOUTH 14 DEGREES EAST AT 92.52
 AE7576'FT (28.20 M) -  NAIL AND DISC (LB4514) , SET IN 6-INCH PINE TREE,
 AE7576'SOUTH 51 DEGREES WEST AT 119.56 FT (36.44 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7577 ***********************************************************************
 AE7577  DESIGNATION -  BAKER 24
 AE7577  PID         -  AE7577
 AE7577  STATE/COUNTY-  FL/BAKER
 AE7577  USGS QUAD   -  SANDERSON NORTH (1988)
 AE7577
 AE7577                         *CURRENT SURVEY CONTROL
 AE7577  ___________________________________________________________________
 AE7577* NAD 83(1999)-  30 16 05.98645(N)    082 16 09.85128(W)     ADJUSTED  
 AE7577* NAVD 88     -        46.1    (meters)     151.     (feet)  GPS OBS   
 AE7577  ___________________________________________________________________
 AE7577  X           -     741,628.824 (meters)                     COMP
 AE7577  Y           -  -5,463,231.086 (meters)                     COMP
 AE7577  Z           -   3,196,108.274 (meters)                     COMP
 AE7577  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AE7577  ELLIP HEIGHT-          17.89  (meters)          (05/31/01) GPS OBS
 AE7577  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AE7577
 AE7577  HORZ ORDER  -  FIRST
 AE7577  ELLP ORDER  -  FOURTH    CLASS I
 AE7577
 AE7577.The horizontal coordinates were established by GPS observations
 AE7577.and adjusted by the National Geodetic Survey in May 2001..
 AE7577
 AE7577.The orthometric height was determined by GPS observations and a
 AE7577.high-resolution geoid model.
 AE7577
 AE7577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7577
 AE7577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7577
 AE7577.The ellipsoidal height was determined by GPS observations
 AE7577.and is referenced to NAD 83.
 AE7577
 AE7577.The geoid height was determined by GEOID03.
 AE7577
 AE7577;                    North         East     Units Scale Factor Converg.
 AE7577;SPC FL N     -   142,690.743   814,616.204   MT  0.99994998   +1 07 15.4
 AE7577;SPC FL N     -   468,144.55  2,672,620.00   sFT  0.99994998   +1 07 15.4
 AE7577;UTM  17      - 3,349,200.918   377,894.769   MT  0.99978394   -0 38 23.7
 AE7577
 AE7577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7577!SPC FL N     -   0.99999719  x   0.99994998  =   0.99994717
 AE7577!UTM  17      -   0.99999719  x   0.99978394  =   0.99978113
 AE7577
 AE7577:                Primary Azimuth Mark                     Grid Az
 AE7577:SPC FL N     -  BAKER 25                                 187 22 41.3
 AE7577:UTM  17      -  BAKER 25                                 189 08 20.4
 AE7577
 AE7577|---------------------------------------------------------------------|
 AE7577| PID    Reference Object                     Distance      Geod. Az  |
 AE7577|                                                           dddmmss.s |
 AE7577| AE7578 BAKER 25                            APPROX. 0.8 KM 1882956.7 |
 AE7577|---------------------------------------------------------------------|
 AE7577
 AE7577                          SUPERSEDED SURVEY CONTROL
 AE7577
 AE7577  NAD 83(1990)-  30 16 05.98535(N)    082 16 09.85126(W) AD(       ) 1
 AE7577  ELLIP H (03/20/98)   17.86   (m)                       GP(       ) 3 1
 AE7577
 AE7577.Superseded values are not recommended for survey control.
 AE7577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7577.See file dsdata.txt to determine how the superseded data were derived.
 AE7577
 AE7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7789549201(NAD 83)
 AE7577_MARKER: DD = SURVEY DISK
 AE7577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7577_STAMPING: BAKER 24 1997
 AE7577_MARK LOGO: NGS   
 AE7577_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7577+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7577
 AE7577  HISTORY     - Date     Condition        Report By
 AE7577  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7577
 AE7577                          STATION DESCRIPTION
 AE7577
 AE7577'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7577'THE STATION IS LOCATED APPROXIMATELY 10.7 MI (17.2 KM) NORTHEAST OF
 AE7577'OLUSTEE, 1.5 MI (2.4 KM) NORTH OF SANDERSON AND 6.5 MI (10.5 KM) WEST
 AE7577'OF GLEN ST MARY.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7577'BAKER COUNTY ROAD 124 AND 127, PROCEED SOUTH ON BAKER COUNTY ROAD 127
 AE7577'FOR 2.0 MI (3.2 KM) TO AN INTERSECTION WITH LEE GIVENS ROAD AND THE
 AE7577'STATION ON THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE
 AE7577'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM)
 AE7577'BELOW THE GROUND.  THE STATION IS 23.1 FT (7.0 M) EAST OF BAKER COUNTY
 AE7577'ROAD 127, 33.0 FT (10.1 M) NORTH OF LEE GIVENS ROAD AND 3 FT (0.9 M)
 AE7577'WEST OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC
 AE7577'(LB4514) , SET IN A 22-INCH PINE TREE, NORTH 13 DEGREES WEST AT 113.86
 AE7577'FT (34.70 M) -  NAIL AND DISC (LB4514) , SET IN A 10-INCH OAK TREE,
 AE7577'NORTH 37 DEGREES EAST AT 51.56 FT (15.72 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7578 ***********************************************************************
 AE7578  DESIGNATION -  BAKER 25
 AE7578  PID         -  AE7578
 AE7578  STATE/COUNTY-  FL/BAKER
 AE7578  USGS QUAD   -  SANDERSON NORTH (1988)
 AE7578
 AE7578                         *CURRENT SURVEY CONTROL
 AE7578  ___________________________________________________________________
 AE7578* NAD 83(1999)-  30 15 40.96546(N)    082 16 14.15849(W)     ADJUSTED  
 AE7578* NAVD 88     -        47.9    (meters)     157.     (feet)  GPS OBS   
 AE7578  ___________________________________________________________________
 AE7578  X           -     741,567.173 (meters)                     COMP
 AE7578  Y           -  -5,463,632.874 (meters)                     COMP
 AE7578  Z           -   3,195,443.686 (meters)                     COMP
 AE7578  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AE7578  ELLIP HEIGHT-          19.65  (meters)          (05/31/01) GPS OBS
 AE7578  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AE7578
 AE7578  HORZ ORDER  -  FIRST
 AE7578  ELLP ORDER  -  FOURTH    CLASS I
 AE7578
 AE7578.The horizontal coordinates were established by GPS observations
 AE7578.and adjusted by the National Geodetic Survey in May 2001..
 AE7578
 AE7578.The orthometric height was determined by GPS observations and a
 AE7578.high-resolution geoid model.
 AE7578
 AE7578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7578
 AE7578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7578
 AE7578.The ellipsoidal height was determined by GPS observations
 AE7578.and is referenced to NAD 83.
 AE7578
 AE7578.The geoid height was determined by GEOID03.
 AE7578
 AE7578;                    North         East     Units Scale Factor Converg.
 AE7578;SPC FL N     -   141,918.192   814,516.167   MT  0.99994978   +1 07 13.2
 AE7578;SPC FL N     -   465,609.93  2,672,291.79   sFT  0.99994978   +1 07 13.2
 AE7578;UTM  17      - 3,348,431.932   377,771.061   MT  0.99978431   -0 38 25.4
 AE7578
 AE7578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7578!SPC FL N     -   0.99999691  x   0.99994978  =   0.99994669
 AE7578!UTM  17      -   0.99999691  x   0.99978431  =   0.99978122
 AE7578
 AE7578:                Primary Azimuth Mark                     Grid Az
 AE7578:SPC FL N     -  BAKER 24                                 007 22 41.3
 AE7578:UTM  17      -  BAKER 24                                 009 08 19.9
 AE7578
 AE7578|---------------------------------------------------------------------|
 AE7578| PID    Reference Object                     Distance      Geod. Az  |
 AE7578|                                                           dddmmss.s |
 AE7578| AE7577 BAKER 24                            APPROX. 0.8 KM 0082954.5 |
 AE7578|---------------------------------------------------------------------|
 AE7578
 AE7578                          SUPERSEDED SURVEY CONTROL
 AE7578
 AE7578  NAD 83(1990)-  30 15 40.96436(N)    082 16 14.15847(W) AD(       ) 1
 AE7578  ELLIP H (03/20/98)   19.63   (m)                       GP(       ) 3 1
 AE7578
 AE7578.Superseded values are not recommended for survey control.
 AE7578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7578.See file dsdata.txt to determine how the superseded data were derived.
 AE7578
 AE7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7777148432(NAD 83)
 AE7578_MARKER: DD = SURVEY DISK
 AE7578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7578_STAMPING: BAKER 25 1997
 AE7578_MARK LOGO: NGS   
 AE7578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7578+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7578
 AE7578  HISTORY     - Date     Condition        Report By
 AE7578  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7578
 AE7578                          STATION DESCRIPTION
 AE7578
 AE7578'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7578'THE STATION IS LOCATED APPROXIMATELY 10.4 MI (16.7 KM) NORTHEAST OF
 AE7578'OLUSTEE, 1.0 MI (1.6 KM) NORTH OF SANDERSON AND 6.7 MI (10.8 KM) WEST
 AE7578'OF GLEN ST MARY.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7578'BAKER COUNTY ROAD 124 AND 127, PROCEED SOUTH ON BAKER COUNTY ROAD 127
 AE7578'FOR 2.45 MI (3.94 KM) TO THE STATION ON THE RIGHT, A BRASS NATIONAL
 AE7578'GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 AE7578'MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND.  THE STATION IS
 AE7578'APPROXIMATELY 320 FT (97.5 M) SOURH OF KINGS CIRCLE ROAD, 29.2 FT (8.9
 AE7578'M) WEST OF CENTERLINE OF BAKER COUNTY ROAD 127, AND 2 FT (0.6 M) EAST
 AE7578'OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) ,
 AE7578'SET IN A 10-INCH PINE TREE, SOUTH 35 DEGREES WEST AT 107.41 FT (32.74
 AE7578'M) -  NAIL AND DISC (LB4514) , SET IN A 6-INCH OAK TREE, NORTH 84
 AE7578'DEGREES WEST AT 58.65 FT (17.88 M) -  NAIL AND DISC (LB4514) , SET IN
 AE7578'A POWER POLE, NORTH 8 DEGREES EAST AT 100.19 FT (30.54 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7579 ***********************************************************************
 AE7579  DESIGNATION -  BAKER 26
 AE7579  PID         -  AE7579
 AE7579  STATE/COUNTY-  FL/BAKER
 AE7579  USGS QUAD   -  MACCLENNY WEST (1993)
 AE7579
 AE7579                         *CURRENT SURVEY CONTROL
 AE7579  ___________________________________________________________________
 AE7579* NAD 83(1999)-  30 15 04.53164(N)    082 09 44.47070(W)     ADJUSTED  
 AE7579* NAVD 88     -        30.3    (meters)      99.     (feet)  GPS OBS   
 AE7579  ___________________________________________________________________
 AE7579  X           -     751,963.087 (meters)                     COMP
 AE7579  Y           -  -5,462,767.126 (meters)                     COMP
 AE7579  Z           -   3,194,465.749 (meters)                     COMP
 AE7579  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AE7579  ELLIP HEIGHT-           2.11  (meters)          (05/31/01) GPS OBS
 AE7579  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE7579
 AE7579  HORZ ORDER  -  FIRST
 AE7579  ELLP ORDER  -  FOURTH    CLASS I
 AE7579
 AE7579.The horizontal coordinates were established by GPS observations
 AE7579.and adjusted by the National Geodetic Survey in May 2001..
 AE7579
 AE7579.The orthometric height was determined by GPS observations and a
 AE7579.high-resolution geoid model.
 AE7579
 AE7579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7579
 AE7579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7579
 AE7579.The ellipsoidal height was determined by GPS observations
 AE7579.and is referenced to NAD 83.
 AE7579
 AE7579.The geoid height was determined by GEOID03.
 AE7579
 AE7579;                    North         East     Units Scale Factor Converg.
 AE7579;SPC FL N     -   141,005.163   824,953.388   MT  0.99994950   +1 10 29.0
 AE7579;SPC FL N     -   462,614.44  2,706,534.57   sFT  0.99994950   +1 10 29.0
 AE7579;UTM  17      - 3,347,198.900   388,173.426   MT  0.99975428   -0 35 08.3
 AE7579
 AE7579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7579!SPC FL N     -   0.99999967  x   0.99994950  =   0.99994917
 AE7579!UTM  17      -   0.99999967  x   0.99975428  =   0.99975395
 AE7579
 AE7579                          SUPERSEDED SURVEY CONTROL
 AE7579
 AE7579  NAD 83(1990)-  30 15 04.53053(N)    082 09 44.47069(W) AD(       ) 1
 AE7579  ELLIP H (03/20/98)    2.09   (m)                       GP(       ) 3 1
 AE7579
 AE7579.Superseded values are not recommended for survey control.
 AE7579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7579.See file dsdata.txt to determine how the superseded data were derived.
 AE7579
 AE7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8817347199(NAD 83)
 AE7579_MARKER: DD = SURVEY DISK
 AE7579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7579_STAMPING: BAKER 26 1997
 AE7579_MARK LOGO: NGS   
 AE7579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7579+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7579
 AE7579  HISTORY     - Date     Condition        Report By
 AE7579  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7579
 AE7579                          STATION DESCRIPTION
 AE7579
 AE7579'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7579'THE STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) SOUTH OF GLEN ST
 AE7579'MARY AND 3.2 MI (5.1 KM) SOUTHWEST OF MACCLENNY.--  TO REACH THE
 AE7579'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND BAKER
 AE7579'COUNTY ROAD 125, PROCEED SOUTH ON BAKER COUNTY ROAD 125 FOR 0.7 MI
 AE7579'(1.1 KM) TO AN INTERSECTION WITH BAKER COUNTY ROAD 23C (ALSO KNOWN AS
 AE7579'WOODLAWN ROAD) AND THE STATION ON THE LEFT, A BRASS NATIONAL GEODETIC
 AE7579'SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 AE7579'RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND.  THE STATION IS 63.8 FT
 AE7579'(19.4 M) EAST OF THE CENTERLINE OF BAKER COUNTY ROAD 125, 17.5 FT (5.3
 AE7579'M) SOUTH OF BAKER COUNTY ROAD 23C, 21.4 FT (6.5 M) EAST OF THE CENTER
 AE7579'OF A RIP-RAP HEADWALL AND 21 FT (6.4 M) NORTH OF A CARSONITE WITNESS
 AE7579'POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN A POWER POLE,
 AE7579'NORTH 38 DEGREES EAST AT 75.08 FT (22.88 M) -  NAIL AND DISC (LB4514)
 AE7579', SET IN A 16-INCH PINE TREE, SOUTH 49 DEGREES EAST AT 59.58 FT (18.16
 AE7579'M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7580 ***********************************************************************
 AE7580  DESIGNATION -  BAKER 28
 AE7580  PID         -  AE7580
 AE7580  STATE/COUNTY-  FL/BAKER
 AE7580  USGS QUAD   -  MACCLENNY EAST (1972)
 AE7580
 AE7580                         *CURRENT SURVEY CONTROL
 AE7580  ___________________________________________________________________
 AE7580* NAD 83(1999)-  30 16 47.35921(N)    082 03 32.96246(W)     ADJUSTED  
 AE7580* NAVD 88     -        37.5    (meters)     123.     (feet)  GPS OBS   
 AE7580  ___________________________________________________________________
 AE7580  X           -     761,581.353 (meters)                     COMP
 AE7580  Y           -  -5,459,829.391 (meters)                     COMP
 AE7580  Z           -   3,197,204.192 (meters)                     COMP
 AE7580  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AE7580  ELLIP HEIGHT-           9.25  (meters)          (05/31/01) GPS OBS
 AE7580  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AE7580
 AE7580  HORZ ORDER  -  FIRST
 AE7580  ELLP ORDER  -  FOURTH    CLASS I
 AE7580
 AE7580.The horizontal coordinates were established by GPS observations
 AE7580.and adjusted by the National Geodetic Survey in May 2001..
 AE7580
 AE7580.The orthometric height was determined by GPS observations and a
 AE7580.high-resolution geoid model.
 AE7580
 AE7580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7580
 AE7580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7580
 AE7580.The ellipsoidal height was determined by GPS observations
 AE7580.and is referenced to NAD 83.
 AE7580
 AE7580.The geoid height was determined by GEOID03.
 AE7580
 AE7580;                    North         East     Units Scale Factor Converg.
 AE7580;SPC FL N     -   144,378.811   834,814.818   MT  0.99995035   +1 13 35.7
 AE7580;SPC FL N     -   473,682.82  2,738,888.28   sFT  0.99995035   +1 13 35.7
 AE7580;UTM  17      - 3,350,267.347   398,131.766   MT  0.99972802   -0 32 02.8
 AE7580
 AE7580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7580!SPC FL N     -   0.99999855  x   0.99995035  =   0.99994890
 AE7580!UTM  17      -   0.99999855  x   0.99972802  =   0.99972657
 AE7580
 AE7580:                Primary Azimuth Mark                     Grid Az
 AE7580:SPC FL N     -  BAKER 29                                 077 34 04.6
 AE7580:UTM  17      -  BAKER 29                                 079 19 43.1
 AE7580
 AE7580|---------------------------------------------------------------------|
 AE7580| PID    Reference Object                     Distance      Geod. Az  |
 AE7580|                                                           dddmmss.s |
 AE7580| AE7581 BAKER 29                            APPROX. 1.0 KM 0784740.3 |
 AE7580|---------------------------------------------------------------------|
 AE7580
 AE7580                          SUPERSEDED SURVEY CONTROL
 AE7580
 AE7580  NAD 83(1990)-  30 16 47.35811(N)    082 03 32.96246(W) AD(       ) 1
 AE7580  ELLIP H (03/20/98)    9.23   (m)                       GP(       ) 3 1
 AE7580
 AE7580.Superseded values are not recommended for survey control.
 AE7580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7580.See file dsdata.txt to determine how the superseded data were derived.
 AE7580
 AE7580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9813250267(NAD 83)
 AE7580_MARKER: DD = SURVEY DISK
 AE7580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7580_STAMPING: BAKER 28 1997
 AE7580_MARK LOGO: NGS   
 AE7580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7580+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7580
 AE7580  HISTORY     - Date     Condition        Report By
 AE7580  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7580
 AE7580                          STATION DESCRIPTION
 AE7580
 AE7580'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7580'THE STATION IS LOCATED APPROXIMATELY 3.9 MI (6.3 KM) EAST OF
 AE7580'MACCLENNY, 5.2 MI (8.4 KM) WEST OF BALDWIN AND 10.2 MI (16.4 KM)
 AE7580'SOUTHWEST OF BRYCEVILLE .--  TO REACH THE STATION FROM THE
 AE7580'INTERSECTION OF INTERSTATE HIGHWAY 10 AND THE BAKER-NASSAU COUNTY
 AE7580'LINE, PROCEED WEST ON INTERSTATE HIGHWAY 10 FOR 0.55 MI (0.89 KM) TO
 AE7580'THE STATION ON THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN
 AE7580'THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1
 AE7580'CM) BELOW THE GROUND.  THE STATION IS IN A GRASS MEDIAN AND IS 37.9 FT
 AE7580'(11.6 M) SOUTH OF THE CENTERLINE OF WESTBOUND LANE OF INTERSECTION
 AE7580'HIGHWAY 10 AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.--
 AE7580'REFERENCES--  NAIL AND DISC (LB4514) , SET IN THE SOUTH EDGE OF
 AE7580'PAVEMENT OF THE WESTBOUND LANE OF INTERSTATE HIGHWAY 10, NORTH 88
 AE7580'DEGREES WEST AT 53.40 FT (16.28 M) -  NAIL AND DISC (LB4514) , SET IN
 AE7580'THE SOUTH EDGE OF PAVEMENT OF THE WESTBOUND LANE OF INTERSTATE HIGHWAY
 AE7580'10, NORTH 52 DEGREES EAST AT 51.45 FT (15.68 M) -  NAIL AND DISC
 AE7580'(LB4514) SET IN A 14-INCH PINE TREE, SOUTH 9 DEGREES WEST AT 122.80 FT
 AE7580'(37.43 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7581 ***********************************************************************
 AE7581  DESIGNATION -  BAKER 29
 AE7581  PID         -  AE7581
 AE7581  STATE/COUNTY-  FL/BAKER
 AE7581  USGS QUAD   -  MACCLENNY EAST (1972)
 AE7581
 AE7581                         *CURRENT SURVEY CONTROL
 AE7581  ___________________________________________________________________
 AE7581* NAD 83(1999)-  30 16 53.66098(N)    082 02 56.30206(W)     ADJUSTED  
 AE7581* NAVD 88     -        38.0    (meters)     125.     (feet)  GPS OBS   
 AE7581  ___________________________________________________________________
 AE7581  X           -     762,538.267 (meters)                     COMP
 AE7581  Y           -  -5,459,597.472 (meters)                     COMP
 AE7581  Z           -   3,197,372.028 (meters)                     COMP
 AE7581  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AE7581  ELLIP HEIGHT-           9.76  (meters)          (05/31/01) GPS OBS
 AE7581  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AE7581
 AE7581  HORZ ORDER  -  FIRST
 AE7581  ELLP ORDER  -  FOURTH    CLASS I
 AE7581
 AE7581.The horizontal coordinates were established by GPS observations
 AE7581.and adjusted by the National Geodetic Survey in May 2001..
 AE7581
 AE7581.The orthometric height was determined by GPS observations and a
 AE7581.high-resolution geoid model.
 AE7581
 AE7581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7581
 AE7581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7581
 AE7581.The ellipsoidal height was determined by GPS observations
 AE7581.and is referenced to NAD 83.
 AE7581
 AE7581.The geoid height was determined by GEOID03.
 AE7581
 AE7581;                    North         East     Units Scale Factor Converg.
 AE7581;SPC FL N     -   144,593.827   835,790.167   MT  0.99995041   +1 13 54.1
 AE7581;SPC FL N     -   474,388.25  2,742,088.24   sFT  0.99995041   +1 13 54.1
 AE7581;UTM  17      - 3,350,452.253   399,113.041   MT  0.99972557   -0 31 44.4
 AE7581
 AE7581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7581!SPC FL N     -   0.99999847  x   0.99995041  =   0.99994888
 AE7581!UTM  17      -   0.99999847  x   0.99972557  =   0.99972404
 AE7581
 AE7581:                Primary Azimuth Mark                     Grid Az
 AE7581:SPC FL N     -  BAKER 28                                 257 34 04.7
 AE7581:UTM  17      -  BAKER 28                                 259 19 43.2
 AE7581
 AE7581|---------------------------------------------------------------------|
 AE7581| PID    Reference Object                     Distance      Geod. Az  |
 AE7581|                                                           dddmmss.s |
 AE7581| AE7580 BAKER 28                            APPROX. 1.0 KM 2584758.8 |
 AE7581|---------------------------------------------------------------------|
 AE7581
 AE7581                          SUPERSEDED SURVEY CONTROL
 AE7581
 AE7581  NAD 83(1990)-  30 16 53.65992(N)    082 02 56.30206(W) AD(       ) 1
 AE7581  ELLIP H (03/20/98)    9.74   (m)                       GP(       ) 3 1
 AE7581
 AE7581.Superseded values are not recommended for survey control.
 AE7581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7581.See file dsdata.txt to determine how the superseded data were derived.
 AE7581
 AE7581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9911350452(NAD 83)
 AE7581_MARKER: DD = SURVEY DISK
 AE7581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7581_STAMPING: BAKER 29 1997
 AE7581_MARK LOGO: NGS   
 AE7581_PROJECTION: FLUSH
 AE7581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7581+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2002
 AE7581
 AE7581  HISTORY     - Date     Condition        Report By
 AE7581  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7581  HISTORY     - 20020510 GOOD             BAH
 AE7581
 AE7581                          STATION DESCRIPTION
 AE7581
 AE7581'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7581'THE STATION IS LOCATED APPROXIMATELY 4.4 MI (7.1 KM) EAST OF
 AE7581'MACCLENNY, 4.5 MI (7.2 KM) WEST OF BALDWIN AND 9.7 MI (15.6 KM)
 AE7581'SOUTHWEST OF BRYCEVILLE .--  THE STATION IS LOCATED AT THE
 AE7581'INTERSECTION OF INTERSTATE HIGHWAY 10 AND THE BAKER-NASSAU COUNTY
 AE7581'LINE, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7581'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7581'GROUND.  THE STATION IS IN A GRASS MEDIAN AT THE EASTERLY END OF A
 AE7581'BRIDGE OVER A RAILROAD R/W, 43.1 FT (13.1 M) NORTH OF THE CENTERLINE
 AE7581'OF THE EASTBOUND LANE OF INTERSECTION HIGHWAY 10, 25.0 FT (7.6 M) EAST
 AE7581'OF A CONCRETE HEADWALL AND 17 FT (5.2 M) EAST OF A CARSONITE WITNESS
 AE7581'POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN THE
 AE7581'EASTERLYMOST POST OF THE SOUTH GUARD RAIL OF THE WESTBOUND LANE OF
 AE7581'INTERSTATE HIGHWAY 10, NORTH 03 DEGREES WEST AT 25.00 FT (7.62 M) -
 AE7581'NAIL AND DISC (LB4514) , SET IN A GUARD RAIL POST, SOUTH 82 DEGREES
 AE7581'WEST AT 25.01 FT (7.62 M) -
 AE7581
 AE7581                          STATION RECOVERY (2002)
 AE7581
 AE7581'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 AE7581'RECOVERED AS DESCRIBED (ARG)
 AE7581'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7556 ***********************************************************************
 AE7556  DESIGNATION -  BAKER 3
 AE7556  PID         -  AE7556
 AE7556  STATE/COUNTY-  FL/BAKER
 AE7556  USGS QUAD   -  EDDY (1994)
 AE7556
 AE7556                         *CURRENT SURVEY CONTROL
 AE7556  ___________________________________________________________________
 AE7556* NAD 83(1999)-  30 32 36.98586(N)    082 20 34.01429(W)     ADJUSTED  
 AE7556* NAVD 88     -        39.1    (meters)     128.     (feet)  GPS OBS   
 AE7556  ___________________________________________________________________
 AE7556  X           -     732,572.609 (meters)                     COMP
 AE7556  Y           -  -5,448,862.662 (meters)                     COMP
 AE7556  Z           -   3,222,424.531 (meters)                     COMP
 AE7556  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AE7556  ELLIP HEIGHT-          10.83  (meters)          (05/31/01) GPS OBS
 AE7556  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AE7556
 AE7556  HORZ ORDER  -  FIRST
 AE7556  ELLP ORDER  -  FOURTH    CLASS I
 AE7556
 AE7556.The horizontal coordinates were established by GPS observations
 AE7556.and adjusted by the National Geodetic Survey in May 2001..
 AE7556
 AE7556.The orthometric height was determined by GPS observations and a
 AE7556.high-resolution geoid model.
 AE7556
 AE7556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7556
 AE7556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7556
 AE7556.The ellipsoidal height was determined by GPS observations
 AE7556.and is referenced to NAD 83.
 AE7556
 AE7556.The geoid height was determined by GEOID03.
 AE7556
 AE7556;                    North         East     Units Scale Factor Converg.
 AE7556;SPC FL N     -   173,065.236   806,979.623   MT  0.99996993   +1 05 02.6
 AE7556;SPC FL N     -   567,798.20  2,647,565.65   sFT  0.99996993   +1 05 02.6
 AE7556;UTM  17      - 3,379,791.037   371,197.728   MT  0.99980466   -0 40 57.0
 AE7556
 AE7556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7556!SPC FL N     -   0.99999830  x   0.99996993  =   0.99996823
 AE7556!UTM  17      -   0.99999830  x   0.99980466  =   0.99980296
 AE7556
 AE7556:                Primary Azimuth Mark                     Grid Az
 AE7556:SPC FL N     -  BAKER 4                                  116 05 34.4
 AE7556:UTM  17      -  BAKER 4                                  117 51 34.0
 AE7556
 AE7556|---------------------------------------------------------------------|
 AE7556| PID    Reference Object                     Distance      Geod. Az  |
 AE7556|                                                           dddmmss.s |
 AE7556| AE7557 BAKER 4                             APPROX. 0.7 KM 1171037.0 |
 AE7556|---------------------------------------------------------------------|
 AE7556
 AE7556                          SUPERSEDED SURVEY CONTROL
 AE7556
 AE7556  NAD 83(1990)-  30 32 36.98474(N)    082 20 34.01442(W) AD(       ) 1
 AE7556  ELLIP H (03/20/98)   10.80   (m)                       GP(       ) 3 1
 AE7556
 AE7556.Superseded values are not recommended for survey control.
 AE7556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7556.See file dsdata.txt to determine how the superseded data were derived.
 AE7556
 AE7556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7119879791(NAD 83)
 AE7556_MARKER: DD = SURVEY DISK
 AE7556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7556_STAMPING: BAKER 3 1997
 AE7556_MARK LOGO: NGS   
 AE7556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7556+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7556
 AE7556  HISTORY     - Date     Condition        Report By
 AE7556  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7556
 AE7556                          STATION DESCRIPTION
 AE7556
 AE7556'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7556'THE STATION IS LOCATED APPROXIMATELY 16.0 MI (25.7 KM) SOUTHEAST OF
 AE7556'FARGO, 18.7 MI (30.1 KM) WEST OF ST GEORGE AND 30.1 MI (48.4 KM)
 AE7556'NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7556'OF STATE ROAD 2 AND BAKER COUNTY ROAD 127 SOUTH, PROCEED WESTERLY ON
 AE7556'STATE ROAD 2 FOR 6.9 MI (11.1 KM) TO THE STATION ON THE RIGHT, A BRASS
 AE7556'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE7556'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE7556'STATION IS 38.6 FT (11.8 M) MI NORTH OF THE CENTERLINE OF STATE ROAD
 AE7556'2, 137 FT (41.8 M) EAST OF THE ENTRANCE DRIVE TO A LIME ROCK PARKING
 AE7556'AREA AND 13.5 FT (4.1 M) SOUTH OF A CARSONITE WITNESS POST.--
 AE7556'REFERENCES--  NORTHEAST LEG OF FIRE TOWER (EDDY TOWER) , SOUTH 63
 AE7556'DEGRESS WEST AT 191.8 FT (58.5 M) -  NAIL AND DISC (LB4514) , SET IN A
 AE7556'POWER POLE, SOUTH 85 DEGRESS WEST AT 191.50 FT (58.37 M) -  NAIL AND
 AE7556'DISK (LB4514) , SET IN A POWER POLE, SOUTH 85 DEGRESS WEST AT 176.36
 AE7556'FT (53.75 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7583 ***********************************************************************
 AE7583  DESIGNATION -  BAKER 31
 AE7583  PID         -  AE7583
 AE7583  STATE/COUNTY-  FL/BAKER
 AE7583  USGS QUAD   -  OLUSTEE (1993)
 AE7583
 AE7583                         *CURRENT SURVEY CONTROL
 AE7583  ___________________________________________________________________
 AE7583* NAD 83(1999)-  30 11 47.10911(N)    082 27 29.33779(W)     ADJUSTED  
 AE7583* NAVD 88     -        49.6    (meters)     163.     (feet)  GPS OBS   
 AE7583  ___________________________________________________________________
 AE7583  X           -     724,154.833 (meters)                     COMP
 AE7583  Y           -  -5,469,626.659 (meters)                     COMP
 AE7583  Z           -   3,189,222.523 (meters)                     COMP
 AE7583  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AE7583  ELLIP HEIGHT-          21.39  (meters)          (05/31/01) GPS OBS
 AE7583  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AE7583
 AE7583  HORZ ORDER  -  FIRST
 AE7583  ELLP ORDER  -  FOURTH    CLASS I
 AE7583
 AE7583.The horizontal coordinates were established by GPS observations
 AE7583.and adjusted by the National Geodetic Survey in May 2001..
 AE7583
 AE7583.The orthometric height was determined by GPS observations and a
 AE7583.high-resolution geoid model.
 AE7583
 AE7583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7583
 AE7583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7583
 AE7583.The ellipsoidal height was determined by GPS observations
 AE7583.and is referenced to NAD 83.
 AE7583
 AE7583.The geoid height was determined by GEOID03.
 AE7583
 AE7583;                    North         East     Units Scale Factor Converg.
 AE7583;SPC FL N     -   134,380.449   796,600.818   MT  0.99994856   +1 01 33.9
 AE7583;SPC FL N     -   440,879.86  2,613,514.52   sFT  0.99994856   +1 01 33.9
 AE7583;UTM  17      - 3,341,448.990   359,635.102   MT  0.99984307   -0 44 00.7
 AE7583
 AE7583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7583!SPC FL N     -   0.99999664  x   0.99994856  =   0.99994520
 AE7583!UTM  17      -   0.99999664  x   0.99984307  =   0.99983971
 AE7583
 AE7583:                Primary Azimuth Mark                     Grid Az
 AE7583:SPC FL N     -  BAKER 30                                 359 50 29.4
 AE7583:UTM  17      -  BAKER 30                                 001 36 04.0
 AE7583
 AE7583|---------------------------------------------------------------------|
 AE7583| PID    Reference Object                     Distance      Geod. Az  |
 AE7583|                                                           dddmmss.s |
 AE7583| AE7582 BAKER 30                            APPROX. 0.6 KM 0005203.3 |
 AE7583|---------------------------------------------------------------------|
 AE7583
 AE7583                          SUPERSEDED SURVEY CONTROL
 AE7583
 AE7583  NAD 83(1990)-  30 11 47.10809(N)    082 27 29.33774(W) AD(       ) 1
 AE7583  ELLIP H (03/20/98)   21.36   (m)                       GP(       ) 3 1
 AE7583
 AE7583.Superseded values are not recommended for survey control.
 AE7583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7583.See file dsdata.txt to determine how the superseded data were derived.
 AE7583
 AE7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP5963541449(NAD 83)
 AE7583_MARKER: DD = SURVEY DISK
 AE7583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7583_STAMPING: BAKER 31 1997
 AE7583_MARK LOGO: NGS   
 AE7583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7583+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7583
 AE7583  HISTORY     - Date     Condition        Report By
 AE7583  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7583
 AE7583                          STATION DESCRIPTION
 AE7583
 AE7583'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7583'THE STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) WEST OF OLUSTEE,
 AE7583'10.8 MI (17.4 KM) EAST OF LAKE CITY AND 13.6 MI (21.9 KM) NORTHWEST OF
 AE7583'LAKE BUTLER.--  TO REACH THE STATION FROM THE INTERSECTION OF US
 AE7583'HIGHWAY 90 (ALSO KNOWN AS STATE ROAD 10) AND BAKER COUNTY ROAD 231,
 AE7583'PROCEED WEST ON US HIGHWAY 90 FOR 1.6 MI (2.6 KM) TO THE
 AE7583'BAKER-COLUMBIA COUNTY LINE AND A DIRT ROAD TO THE LEFT (NFR-241) ,
 AE7583'PROCEED SOUTH ON NFR-241 FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 AE7583'RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7583'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7583'GROUND.  THE STATION IS 17.8 FT (5.4 M) WEST OF THE CENTERLINE OF
 AE7583'NFR-241 AND 2 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.--
 AE7583'REFERENCES--  NAIL AND DISC (LB4514) , SET IN A 10-INCH CHERRY TREE,
 AE7583'NORTH 30 DEGREES EAST AT 79.61 FT (24.27 M) -  NAIL AND DISC (LB4514)
 AE7583', SET IN 10-INCH PINE TREE, NORTH 65 DEGREES EAST AT 60.34 FT (18.39
 AE7583'M) -  NAIL AND DISC (LB4514) , SET IN A 14-INCH PINE TREE, SOUTH 60
 AE7583'DEGREES EAST AT 46.33 FT (14.12 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7584 ***********************************************************************
 AE7584  DESIGNATION -  BAKER 32
 AE7584  PID         -  AE7584
 AE7584  STATE/COUNTY-  FL/BAKER
 AE7584  USGS QUAD   -  SANDERSON SOUTH (1988)
 AE7584
 AE7584                         *CURRENT SURVEY CONTROL
 AE7584  ___________________________________________________________________
 AE7584* NAD 83(1999)-  30 11 04.68422(N)    082 21 55.95100(W)     ADJUSTED  
 AE7584* NAVD 88     -        42.9    (meters)     141.     (feet)  GPS OBS   
 AE7584  ___________________________________________________________________
 AE7584  X           -     733,080.975 (meters)                     COMP
 AE7584  Y           -  -5,469,094.448 (meters)                     COMP
 AE7584  Z           -   3,188,089.949 (meters)                     COMP
 AE7584  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AE7584  ELLIP HEIGHT-          14.68  (meters)          (05/31/01) GPS OBS
 AE7584  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE7584
 AE7584  HORZ ORDER  -  FIRST
 AE7584  ELLP ORDER  -  FOURTH    CLASS I
 AE7584
 AE7584.The horizontal coordinates were established by GPS observations
 AE7584.and adjusted by the National Geodetic Survey in May 2001..
 AE7584
 AE7584.The orthometric height was determined by GPS observations and a
 AE7584.high-resolution geoid model.
 AE7584
 AE7584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7584
 AE7584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7584
 AE7584.The ellipsoidal height was determined by GPS observations
 AE7584.and is referenced to NAD 83.
 AE7584
 AE7584.The geoid height was determined by GEOID03.
 AE7584
 AE7584;                    North         East     Units Scale Factor Converg.
 AE7584;SPC FL N     -   133,237.653   805,541.017   MT  0.99994848   +1 04 21.4
 AE7584;SPC FL N     -   437,130.53  2,642,845.82   sFT  0.99994848   +1 04 21.4
 AE7584;UTM  17      - 3,340,032.409   368,534.925   MT  0.99981322   -0 41 12.0
 AE7584
 AE7584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7584!SPC FL N     -   0.99999769  x   0.99994848  =   0.99994617
 AE7584!UTM  17      -   0.99999769  x   0.99981322  =   0.99981091
 AE7584
 AE7584                          SUPERSEDED SURVEY CONTROL
 AE7584
 AE7584  NAD 83(1990)-  30 11 04.68308(N)    082 21 55.95092(W) AD(       ) 1
 AE7584  ELLIP H (03/20/98)   14.66   (m)                       GP(       ) 3 1
 AE7584
 AE7584.Superseded values are not recommended for survey control.
 AE7584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7584.See file dsdata.txt to determine how the superseded data were derived.
 AE7584
 AE7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6853540032(NAD 83)
 AE7584_MARKER: DD = SURVEY DISK
 AE7584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7584_STAMPING: BAKER 32 1997
 AE7584_MARK LOGO: NGS   
 AE7584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7584+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7584
 AE7584  HISTORY     - Date     Condition        Report By
 AE7584  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7584
 AE7584                          STATION DESCRIPTION
 AE7584
 AE7584'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7584'THE STATION IS LOCATED APPROXIMATELY 4.4 MI (7.1 KM) SOUTHEAST OF
 AE7584'OLUSTEE, 7.4 MI (11.9 KM) SOUTHWEST OF SANDERSON AND 10.5 MI (16.9 KM)
 AE7584'NORTH OF LAKE BUTLER.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7584'INTERSTATE HIGHWAY 10 AND US HIGHWAY 90 (ALSO KNOWN AS STATE ROAD 10)
 AE7584', PROCEED SOUTHWEST ON US HIGHWAY 90 FOR 4.7 MI (7.6 KM) TO A UNMARKED
 AE7584'DIRT ROAD TO THE LEFT, PROCEED SOUTHEAST ON DIRT RAOD FOR 0.8 MI (1.3
 AE7584'KM) TO A WOOD BRIDGE, CONTINUE SOUTHEAST FOR 0.3 MI (0.5 KM) TO A FORK
 AE7584'IN THE ROAD, PROCEED ON THE RIGHT FORK FOR 0.65 MI (1.05 KM) TO A WOOD
 AE7584'BRIDGE, CONTINUE ON DIRT ROAD FOR 0.25 MI (0.40 KM) TO A REVERSE FORK
 AE7584'IN ROAD, PROCEED ON SOUTHEAST FORK FOR 0.65 TO ANOTHER FORK IN THE
 AE7584'ROAD AND THE STATION ON THE LEFT, A BRASS NATIONAL GEODETIC SURVEY
 AE7584'DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED
 AE7584'0.1 FT (3.0 CM) BELOW THE GROUND.  THE STATION IS 16.7 FT (5.1 M) EAST
 AE7584'OF THE CENTERLINE OF UNMARKED DIRT ROAD AND 2 FT (0.6 M) NORTH OF A
 AE7584'CARSONITE WITNESS POST.--  REFERENCES--  SET 3/4-INCH IRON ROD WITH
 AE7584'2-1/2 INCH ALUMINUM CAP (DC JOHNSON ASSOC) , AT THE CENTER OF
 AE7584'INTERSECTION OF THREE DIRT ROADS, NORTH 49 DEGREES AT 24.18 FT (7.37
 AE7584'M) -  SET 3/4-INCH IRON ROD WITH 2-1/2 INCH ALUMINUM CAP (DC JOHNSON
 AE7584'ASSOC) JUST SOUTH OF EAST-WEST DIRT ROAD, NORTH 70 DEGREES EAST AT
 AE7584'23.95 FT (7.30 M) -  NAIL AND DISC (LB4514) , SET IN A 6-INCH PINE
 AE7584'TREE, SOUTH 14 DEGREES WEST AT 134.64 FT (41.04 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7585 ***********************************************************************
 AE7585  DESIGNATION -  BAKER 33
 AE7585  PID         -  AE7585
 AE7585  STATE/COUNTY-  FL/BAKER
 AE7585  USGS QUAD   -  SANDERSON SOUTH (1988)
 AE7585
 AE7585                         *CURRENT SURVEY CONTROL
 AE7585  ___________________________________________________________________
 AE7585* NAD 83(1999)-  30 11 07.03207(N)    082 15 53.07505(W)     ADJUSTED  
 AE7585* NAVD 88     -        41.0    (meters)     135.     (feet)  GPS OBS   
 AE7585  ___________________________________________________________________
 AE7585  X           -     742,696.349 (meters)                     COMP
 AE7585  Y           -  -5,467,758.658 (meters)                     COMP
 AE7585  Z           -   3,188,151.493 (meters)                     COMP
 AE7585  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AE7585  ELLIP HEIGHT-          12.79  (meters)          (05/31/01) GPS OBS
 AE7585  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AE7585
 AE7585  HORZ ORDER  -  FIRST
 AE7585  ELLP ORDER  -  FOURTH    CLASS I
 AE7585
 AE7585.The horizontal coordinates were established by GPS observations
 AE7585.and adjusted by the National Geodetic Survey in May 2001..
 AE7585
 AE7585.The orthometric height was determined by GPS observations and a
 AE7585.high-resolution geoid model.
 AE7585
 AE7585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7585
 AE7585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7585
 AE7585.The ellipsoidal height was determined by GPS observations
 AE7585.and is referenced to NAD 83.
 AE7585
 AE7585.The geoid height was determined by GEOID03.
 AE7585
 AE7585;                    North         East     Units Scale Factor Converg.
 AE7585;SPC FL N     -   133,495.938   815,244.971   MT  0.99994848   +1 07 23.8
 AE7585;SPC FL N     -   437,977.92  2,674,682.88   sFT  0.99994848   +1 07 23.8
 AE7585;UTM  17      - 3,339,992.663   378,240.773   MT  0.99978290   -0 38 09.6
 AE7585
 AE7585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7585!SPC FL N     -   0.99999799  x   0.99994848  =   0.99994647
 AE7585!UTM  17      -   0.99999799  x   0.99978290  =   0.99978089
 AE7585
 AE7585:                Primary Azimuth Mark                     Grid Az
 AE7585:SPC FL N     -  BAKER 34                                 086 21 27.9
 AE7585:UTM  17      -  BAKER 34                                 088 07 01.3
 AE7585
 AE7585|---------------------------------------------------------------------|
 AE7585| PID    Reference Object                     Distance      Geod. Az  |
 AE7585|                                                           dddmmss.s |
 AE7585| AE7586 BAKER 34                            APPROX. 1.1 KM 0872851.7 |
 AE7585|---------------------------------------------------------------------|
 AE7585
 AE7585                          SUPERSEDED SURVEY CONTROL
 AE7585
 AE7585  NAD 83(1990)-  30 11 07.03096(N)    082 15 53.07500(W) AD(       ) 1
 AE7585  ELLIP H (03/20/98)   12.77   (m)                       GP(       ) 3 1
 AE7585
 AE7585.Superseded values are not recommended for survey control.
 AE7585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7585.See file dsdata.txt to determine how the superseded data were derived.
 AE7585
 AE7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7824139993(NAD 83)
 AE7585_MARKER: DD = SURVEY DISK
 AE7585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7585_STAMPING: BAKER 33 1997
 AE7585_MARK LOGO: NGS   
 AE7585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7585+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7585
 AE7585  HISTORY     - Date     Condition        Report By
 AE7585  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7585
 AE7585                          STATION DESCRIPTION
 AE7585
 AE7585'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7585'THE STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) SOUTH OF
 AE7585'SANDERSON, 8.6 MI (13.8 KM) NORTH OF RAIFORD AND 10.0 MI (16.1 KM)
 AE7585'EAST OF OLUSTEE.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7585'BAKER COUNTY ROADS 130 AND 229, PROCEED SOUTH ON BAKER COUNTY ROAD 229
 AE7585'FOR 2.0 MI (3.2 KM) TO CLET HARVEY ROAD AND THE STATION ON THE LEFT, A
 AE7585'BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE7585'DIAMETER CONCRETE MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND.
 AE7585'THE STATION IS 112 FT (34.1 M) EAST OF THE CENTERLINE OF BAKER COUNTY
 AE7585'ROAD 229, 30.5 FT (9.3 M) NORTH OF THE CENTERLINE OF CLET HARVEY ROAD,
 AE7585'1 FT (0.3 M) SOUTH OF A BARBED WIRE FENCE AND 1 FT (0.3 M) SOUTH OF A
 AE7585'CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET
 AE7585'IN THE SOUTHWEST CORNER POST OF A BARBED WIRE FENCE, NORTH 88 DEGREES
 AE7585'WEST AT 36.92 FT (11.25 M) -  NAIL AND DISC (LB4514) , SET IN A 8-INCH
 AE7585'PINE TREE, SOUTH 62 DEGREES EAST AT 128.38 FT (39.13 M) -  NAIL AND
 AE7585'DISC (LB4514) , SET IN A POWER POLE, SOUTH 36 DEGREES WEST AT 74.50 FT
 AE7585'(22.71 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7586 ***********************************************************************
 AE7586  DESIGNATION -  BAKER 34
 AE7586  PID         -  AE7586
 AE7586  STATE/COUNTY-  FL/BAKER
 AE7586  USGS QUAD   -  SANDERSON SOUTH (1988)
 AE7586
 AE7586                         *CURRENT SURVEY CONTROL
 AE7586  ___________________________________________________________________
 AE7586* NAD 83(1999)-  30 11 08.57834(N)    082 15 12.57113(W)     ADJUSTED  
 AE7586* NAVD 88     -        39.1    (meters)     128.     (feet)  GPS OBS   
 AE7586  ___________________________________________________________________
 AE7586  X           -     743,766.579 (meters)                     COMP
 AE7586  Y           -  -5,467,587.335 (meters)                     COMP
 AE7586  Z           -   3,188,191.681 (meters)                     COMP
 AE7586  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AE7586  ELLIP HEIGHT-          10.86  (meters)          (05/31/01) GPS OBS
 AE7586  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AE7586
 AE7586  HORZ ORDER  -  FIRST
 AE7586  ELLP ORDER  -  FOURTH    CLASS I
 AE7586
 AE7586.The horizontal coordinates were established by GPS observations
 AE7586.and adjusted by the National Geodetic Survey in May 2001..
 AE7586
 AE7586.The orthometric height was determined by GPS observations and a
 AE7586.high-resolution geoid model.
 AE7586
 AE7586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7586
 AE7586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7586
 AE7586.The ellipsoidal height was determined by GPS observations
 AE7586.and is referenced to NAD 83.
 AE7586
 AE7586.The geoid height was determined by GEOID03.
 AE7586
 AE7586;                    North         East     Units Scale Factor Converg.
 AE7586;SPC FL N     -   133,564.835   816,327.322   MT  0.99994848   +1 07 44.1
 AE7586;SPC FL N     -   438,203.96  2,678,233.89   sFT  0.99994848   +1 07 44.1
 AE7586;UTM  17      - 3,340,028.294   379,324.547   MT  0.99977966   -0 37 49.2
 AE7586
 AE7586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7586!SPC FL N     -   0.99999829  x   0.99994848  =   0.99994677
 AE7586!UTM  17      -   0.99999829  x   0.99977966  =   0.99977795
 AE7586
 AE7586:                Primary Azimuth Mark                     Grid Az
 AE7586:SPC FL N     -  BAKER 33                                 266 21 28.0
 AE7586:UTM  17      -  BAKER 33                                 268 07 01.3
 AE7586
 AE7586|---------------------------------------------------------------------|
 AE7586| PID    Reference Object                     Distance      Geod. Az  |
 AE7586|                                                           dddmmss.s |
 AE7586| AE7585 BAKER 33                            APPROX. 1.1 KM 2672912.1 |
 AE7586|---------------------------------------------------------------------|
 AE7586
 AE7586                          SUPERSEDED SURVEY CONTROL
 AE7586
 AE7586  NAD 83(1990)-  30 11 08.57722(N)    082 15 12.57108(W) AD(       ) 1
 AE7586  ELLIP H (03/20/98)   10.83   (m)                       GP(       ) 3 1
 AE7586
 AE7586.Superseded values are not recommended for survey control.
 AE7586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7586.See file dsdata.txt to determine how the superseded data were derived.
 AE7586
 AE7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7932540028(NAD 83)
 AE7586_MARKER: DD = SURVEY DISK
 AE7586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7586_STAMPING: BAKER 34 1997
 AE7586_MARK LOGO: NGS   
 AE7586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7586+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7586
 AE7586  HISTORY     - Date     Condition        Report By
 AE7586  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7586
 AE7586                          STATION DESCRIPTION
 AE7586
 AE7586'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7586'THE STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) SOUTH OF
 AE7586'SANDERSON, 8.6 MI (13.8 KM) NORTH OF RAIFORD AND 10.6 MI (17.1 KM)
 AE7586'EAST OF OLUSTEE.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7586'BAKER COUNTY ROADS 130 AND 229, PROCEED SOUTH ON BAKER COUNTY ROAD 229
 AE7586'FOR 2.0 MI (3.2 KM) TO AN INTERSECTION WITH CLET HARVEY ROAD, PROCEED
 AE7586'EAST ON CLET HARVEY ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 AE7586'RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7586'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7586'GROUND.  THE STATION IS 31.4 FT (9.6 M) SOUTH OF THE CENTERLINE OF
 AE7586'CLET HARVEY ROAD AND 37.3 FT (11.4 M) EAST OF THE CENTERLINE OF A
 AE7586'PRIVATE DRIVE. WITNESS POST NOT SET PER REQUEST OF ADJACENT PROPERTY
 AE7586'OWNER.--  REFERENCES--  NORTHEAST CORNER OF CHAINLINK FENCE (ALSO
 AE7586'BEING EAST END OF A GATE) , SOUTH 79 DEGREES WEST AT 67.1 FT (20.5 M)
 AE7586'-  NAIL AND DISC (LB4514) , SET IN POWER POLE, NORTH 21 DEGREES WEST
 AE7586'AT 65.26 FT (19.89 M) -  NAIL AND DISC (LB4514) , SET IN WOOD FENCE
 AE7586'POST, NORTH 56 DEGREES EAST AT 111.06 FT (33.85 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7587 ***********************************************************************
 AE7587  DESIGNATION -  BAKER 35
 AE7587  PID         -  AE7587
 AE7587  STATE/COUNTY-  FL/BAKER
 AE7587  USGS QUAD   -  MANNING (1970)
 AE7587
 AE7587                         *CURRENT SURVEY CONTROL
 AE7587  ___________________________________________________________________
 AE7587* NAD 83(1999)-  30 11 41.35844(N)    082 09 42.87049(W)     ADJUSTED  
 AE7587* NAVD 88     -        40.760  (meters)     133.73   (feet)  ADJUSTED  
 AE7587  ___________________________________________________________________
 AE7587  X           -     752,436.173 (meters)                     COMP
 AE7587  Y           -  -5,465,890.049 (meters)                     COMP
 AE7587  Z           -   3,189,065.007 (meters)                     COMP
 AE7587  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AE7587  ELLIP HEIGHT-          12.52  (meters)          (05/31/01) GPS OBS
 AE7587  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AE7587  DYNAMIC HT  -          40.707 (meters)     133.55  (feet)  COMP
 AE7587  MODELED GRAV-     979,327.6   (mgal)                       NAVD 88
 AE7587
 AE7587  HORZ ORDER  -  FIRST
 AE7587  VERT ORDER  -  SECOND    CLASS I
 AE7587  ELLP ORDER  -  FOURTH    CLASS I
 AE7587
 AE7587.The horizontal coordinates were established by GPS observations
 AE7587.and adjusted by the National Geodetic Survey in May 2001..
 AE7587
 AE7587.The orthometric height was determined by differential leveling
 AE7587.and adjusted by the National Geodetic Survey in June 2005..
 AE7587
 AE7587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7587
 AE7587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7587
 AE7587.The ellipsoidal height was determined by GPS observations
 AE7587.and is referenced to NAD 83.
 AE7587
 AE7587.The geoid height was determined by GEOID03.
 AE7587
 AE7587.The dynamic height is computed by dividing the NAVD 88
 AE7587.geopotential number by the normal gravity value computed on the
 AE7587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7587.degrees latitude (g = 980.6199 gals.).
 AE7587
 AE7587.The modeled gravity was interpolated from observed gravity values.
 AE7587
 AE7587;                    North         East     Units Scale Factor Converg.
 AE7587;SPC FL N     -   134,751.283   825,124.440   MT  0.99994855   +1 10 29.8
 AE7587;SPC FL N     -   442,096.50  2,707,095.77   sFT  0.99994855   +1 10 29.8
 AE7587;UTM  17      - 3,340,943.934   388,152.339   MT  0.99975434   -0 35 04.0
 AE7587
 AE7587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7587!SPC FL N     -   0.99999803  x   0.99994855  =   0.99994658
 AE7587!UTM  17      -   0.99999803  x   0.99975434  =   0.99975237
 AE7587
 AE7587:                Primary Azimuth Mark                     Grid Az
 AE7587:SPC FL N     -  BAKER 36                                 207 36 55.0
 AE7587:UTM  17      -  BAKER 36                                 209 22 28.8
 AE7587
 AE7587|---------------------------------------------------------------------|
 AE7587| PID    Reference Object                     Distance      Geod. Az  |
 AE7587|                                                           dddmmss.s |
 AE7587| AE7588 BAKER 36                            APPROX. 0.8 KM 2084724.8 |
 AE7587|---------------------------------------------------------------------|
 AE7587
 AE7587                          SUPERSEDED SURVEY CONTROL
 AE7587
 AE7587  NAD 83(1990)-  30 11 41.35732(N)    082 09 42.87047(W) AD(       ) 1
 AE7587  ELLIP H (03/20/98)   12.50   (m)                       GP(       ) 3 1
 AE7587
 AE7587.Superseded values are not recommended for survey control.
 AE7587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7587.See file dsdata.txt to determine how the superseded data were derived.
 AE7587
 AE7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8815240944(NAD 83)
 AE7587_MARKER: DD = SURVEY DISK
 AE7587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7587_STAMPING: BAKER 35 1997
 AE7587_MARK LOGO: NGS   
 AE7587_PROJECTION: RECESSED 3 CENTIMETERS
 AE7587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7587+STABILITY: SURFACE MOTION
 AE7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7587+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 AE7587
 AE7587  HISTORY     - Date     Condition        Report By
 AE7587  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7587  HISTORY     - 20020811 GOOD             FLDEP
 AE7587
 AE7587                          STATION DESCRIPTION
 AE7587
 AE7587'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7587'THE STATION IS LOCATED APPROXIMATELY 5.7 MI (9.2 KM) SOUTH OF GLEN ST
 AE7587'MARY, 7.7 MI (12.4 KM) SOUTHEAST OF SANDERSON AND 10.2 MI (16.4 KM)
 AE7587'NORTHEAST OF RAIFORD.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7587'STATE ROAD 121 AND BAKER COUNTY ROAD 125, PROCEED SOUTHWEST ON STATE
 AE7587'ROAD 121 FOR APPROXIMATELY 200 FT (61.0 M) TO THE STATION ON THE
 AE7587'RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7587'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE
 AE7587'GROUND.  THE STATION IS 22.1 FT (6.7 M) NORTHWEST OF THE CENTERLINE OF
 AE7587'STATE ROAD 121, 30.7 FT (9.4 M) SOUTHEAST OF A BARBED WIRE FENCE AND
 AE7587'29 FT (8.8 M) SOUTHEAST OF A CARSONITE WITNESS POST.--  REFERENCES--
 AE7587'NAIL AND DISC (LB4514) , SET IN A 14-INCH PINE TREE, SOUTH 85 DEGREES
 AE7587'EAST AT 82.22 FT (25.06 M) -  ROAD SIGN (SPEED LIMIT 55) , SOUTH 35
 AE7587'DEGREES WEST AT 91.3 FT (27.8 M) -
 AE7587
 AE7587                          STATION RECOVERY (2002)
 AE7587
 AE7587'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AE7587'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH.
 AE7587' 
 AE7587'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 AE7587'STATE ROAD 121  NEAR MACCLENNY, GO SOUTH ON STATE ROAD 121 FOR 5.0 MI
 AE7587'TO THE JUNCTION OF COUNTY ROAD  125 ON THE RIGHT, CONTINUE SOUTH ON
 AE7587'STATE ROAD 121 FOR APPROXIMATELY 200.0 FT TO THE  STATION ON THE
 AE7587'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT
 AE7587'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7588 ***********************************************************************
 AE7588  DESIGNATION -  BAKER 36
 AE7588  PID         -  AE7588
 AE7588  STATE/COUNTY-  FL/BAKER
 AE7588  USGS QUAD   -  MANNING (1970)
 AE7588
 AE7588                         *CURRENT SURVEY CONTROL
 AE7588  ___________________________________________________________________
 AE7588* NAD 83(1999)-  30 11 18.54866(N)    082 09 57.29917(W)     ADJUSTED  
 AE7588* NAVD 88     -        40.532  (meters)     132.98   (feet)  ADJUSTED  
 AE7588  ___________________________________________________________________
 AE7588  X           -     752,101.942 (meters)                     COMP
 AE7588  Y           -  -5,466,292.420 (meters)                     COMP
 AE7588  Z           -   3,188,457.793 (meters)                     COMP
 AE7588  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AE7588  ELLIP HEIGHT-          12.31  (meters)          (05/31/01) GPS OBS
 AE7588  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AE7588  DYNAMIC HT  -          40.479 (meters)     132.80  (feet)  COMP
 AE7588  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 AE7588
 AE7588  HORZ ORDER  -  FIRST
 AE7588  VERT ORDER  -  SECOND    CLASS I
 AE7588  ELLP ORDER  -  FOURTH    CLASS I
 AE7588
 AE7588.The horizontal coordinates were established by GPS observations
 AE7588.and adjusted by the National Geodetic Survey in May 2001..
 AE7588
 AE7588.The orthometric height was determined by differential leveling
 AE7588.and adjusted by the National Geodetic Survey in June 2005..
 AE7588
 AE7588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7588
 AE7588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7588
 AE7588.The ellipsoidal height was determined by GPS observations
 AE7588.and is referenced to NAD 83.
 AE7588
 AE7588.The geoid height was determined by GEOID03.
 AE7588
 AE7588.The dynamic height is computed by dividing the NAVD 88
 AE7588.geopotential number by the normal gravity value computed on the
 AE7588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7588.degrees latitude (g = 980.6199 gals.).
 AE7588
 AE7588.The modeled gravity was interpolated from observed gravity values.
 AE7588
 AE7588;                    North         East     Units Scale Factor Converg.
 AE7588;SPC FL N     -   134,041.172   824,752.962   MT  0.99994850   +1 10 22.6
 AE7588;SPC FL N     -   439,766.75  2,705,877.01   sFT  0.99994850   +1 10 22.6
 AE7588;UTM  17      - 3,340,245.698   387,759.311   MT  0.99975542   -0 35 10.8
 AE7588
 AE7588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7588!SPC FL N     -   0.99999807  x   0.99994850  =   0.99994657
 AE7588!UTM  17      -   0.99999807  x   0.99975542  =   0.99975349
 AE7588
 AE7588:                Primary Azimuth Mark                     Grid Az
 AE7588:SPC FL N     -  BAKER 35                                 027 36 55.0
 AE7588:UTM  17      -  BAKER 35                                 029 22 28.4
 AE7588
 AE7588|---------------------------------------------------------------------|
 AE7588| PID    Reference Object                     Distance      Geod. Az  |
 AE7588|                                                           dddmmss.s |
 AE7588| AE7587 BAKER 35                            APPROX. 0.8 KM 0284717.6 |
 AE7588|---------------------------------------------------------------------|
 AE7588
 AE7588                          SUPERSEDED SURVEY CONTROL
 AE7588
 AE7588  NAD 83(1990)-  30 11 18.54755(N)    082 09 57.29914(W) AD(       ) 1
 AE7588  ELLIP H (03/20/98)   12.29   (m)                       GP(       ) 3 1
 AE7588
 AE7588.Superseded values are not recommended for survey control.
 AE7588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7588.See file dsdata.txt to determine how the superseded data were derived.
 AE7588
 AE7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8775940246(NAD 83)
 AE7588_MARKER: DD = SURVEY DISK
 AE7588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7588_STAMPING: BAKER 36 1997
 AE7588_MARK LOGO: NGS   
 AE7588_PROJECTION: RECESSED 5 CENTIMETERS
 AE7588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7588+STABILITY: SURFACE MOTION
 AE7588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7588+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 AE7588
 AE7588  HISTORY     - Date     Condition        Report By
 AE7588  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7588  HISTORY     - 20020811 GOOD             FLDEP
 AE7588
 AE7588                          STATION DESCRIPTION
 AE7588
 AE7588'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7588'THE STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) SOUTH OF GLEN ST
 AE7588'MARY, 7.8 MI (12.6 KM) SOUTHEAST OF SANDERSON AND 9.8 MI (15.8 KM)
 AE7588'NORTHEAST OF RAIFORD.--  TO REACH THE STATION FROM THE INTERSECTION OF
 AE7588'STATE ROAD 121 AND BAKER COUNTY ROAD 125, PROCEED SOUTHWEST ON STATE
 AE7588'ROAD 121 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT, A BRASS
 AE7588'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE7588'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE7588'STATION IS 27.6 FT (8.4 M) EAST OF BARBED WIRE FENCE AND 27 FT (8.2 M)
 AE7588'EAST OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC
 AE7588'(LB4514) , SET IN A 16-INCH PINE TREE, NORTH 72 DEGREES EAST AT 112.57
 AE7588'FT (34.31 M) -  NAIL AND DISC (LB4514) , SET IN THE CENTERLINE OF
 AE7588'STATE ROAD 121, EAST AT 23.87 FT (7.28 M) -  TELEPHONE EQUIPMENT BOX,
 AE7588'SOUTH 43 DEGREES WEST AT 72.52 FT (22.10 M) -
 AE7588
 AE7588                          STATION RECOVERY (2002)
 AE7588
 AE7588'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AE7588'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH.
 AE7588' 
 AE7588'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND
 AE7588'STATE ROAD 121  NEAR MACCLENNY, GO SOUTH ON STATE ROAD 121 FOR 5.5 MI
 AE7588'TO THE STATION ON THE RIGHT, SET IN  THE TOP OF A ROUND CONCRETE
 AE7588'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7589 ***********************************************************************
 AE7589  DESIGNATION -  BAKER 37
 AE7589  PID         -  AE7589
 AE7589  STATE/COUNTY-  FL/BAKER
 AE7589  USGS QUAD   -  MAXVILLE (1984)
 AE7589
 AE7589                         *CURRENT SURVEY CONTROL
 AE7589  ___________________________________________________________________
 AE7589* NAD 83(1999)-  30 12 31.10205(N)    082 03 39.32408(W)     ADJUSTED  
 AE7589* NAVD 88     -        54.300  (meters)     178.15   (feet)  ADJUSTED  
 AE7589  ___________________________________________________________________
 AE7589  X           -     761,963.950 (meters)                     COMP
 AE7589  Y           -  -5,463,803.847 (meters)                     COMP
 AE7589  Z           -   3,190,395.699 (meters)                     COMP
 AE7589  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AE7589  ELLIP HEIGHT-          26.12  (meters)          (05/31/01) GPS OBS
 AE7589  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AE7589  DYNAMIC HT  -          54.229 (meters)     177.92  (feet)  COMP
 AE7589  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 AE7589
 AE7589  HORZ ORDER  -  FIRST
 AE7589  VERT ORDER  -  SECOND    CLASS I
 AE7589  ELLP ORDER  -  FOURTH    CLASS I
 AE7589
 AE7589.The horizontal coordinates were established by GPS observations
 AE7589.and adjusted by the National Geodetic Survey in May 2001..
 AE7589
 AE7589.The orthometric height was determined by differential leveling
 AE7589.and adjusted by the National Geodetic Survey in June 2005..
 AE7589
 AE7589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7589
 AE7589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7589
 AE7589.The ellipsoidal height was determined by GPS observations
 AE7589.and is referenced to NAD 83.
 AE7589
 AE7589.The geoid height was determined by GEOID03.
 AE7589
 AE7589.The dynamic height is computed by dividing the NAVD 88
 AE7589.geopotential number by the normal gravity value computed on the
 AE7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7589.degrees latitude (g = 980.6199 gals.).
 AE7589
 AE7589.The modeled gravity was interpolated from observed gravity values.
 AE7589
 AE7589;                    North         East     Units Scale Factor Converg.
 AE7589;SPC FL N     -   136,486.325   834,813.631   MT  0.99994869   +1 13 32.5
 AE7589;SPC FL N     -   447,788.88  2,738,884.39   sFT  0.99994869   +1 13 32.5
 AE7589;UTM  17      - 3,342,380.365   397,888.215   MT  0.99972864   -0 32 01.9
 AE7589
 AE7589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7589!SPC FL N     -   0.99999590  x   0.99994869  =   0.99994459
 AE7589!UTM  17      -   0.99999590  x   0.99972864  =   0.99972454
 AE7589
 AE7589:                Primary Azimuth Mark                     Grid Az
 AE7589:SPC FL N     -  BAKER 38                                 129 49 08.4
 AE7589:UTM  17      -  BAKER 38                                 131 34 42.8
 AE7589
 AE7589|---------------------------------------------------------------------|
 AE7589| PID    Reference Object                     Distance      Geod. Az  |
 AE7589|                                                           dddmmss.s |
 AE7589| AE7590 BAKER 38                            APPROX. 0.6 KM 1310240.9 |
 AE7589|---------------------------------------------------------------------|
 AE7589
 AE7589                          SUPERSEDED SURVEY CONTROL
 AE7589
 AE7589  NAD 83(1990)-  30 12 31.10095(N)    082 03 39.32404(W) AD(       ) 1
 AE7589  ELLIP H (03/20/98)   26.10   (m)                       GP(       ) 3 1
 AE7589
 AE7589.Superseded values are not recommended for survey control.
 AE7589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7589.See file dsdata.txt to determine how the superseded data were derived.
 AE7589
 AE7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9788842380(NAD 83)
 AE7589_MARKER: DD = SURVEY DISK
 AE7589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7589_STAMPING: BAKER 37 1997
 AE7589_MARK LOGO: NGS   
 AE7589_PROJECTION: RECESSED 10 CENTIMETERS
 AE7589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7589+STABILITY: SURFACE MOTION
 AE7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7589+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 AE7589
 AE7589  HISTORY     - Date     Condition        Report By
 AE7589  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7589  HISTORY     - 20020824 GOOD             FLDEP
 AE7589
 AE7589                          STATION DESCRIPTION
 AE7589
 AE7589'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7589'THE STATION IS LOCATED APPROXIMATELY 6.4 MI (10.3 KM) SOUTHEAST OF
 AE7589'MACCLENNY, 8.3 MI (13.4 KM) SOUTHWEST OF BALDWIN AND 11.4 MI (18.3 KM)
 AE7589'NORTH OF LAWTEY.--  TO REACH THE STATION FROM THE INTERSECTION OF US
 AE7589'HIGHWAY 301 AND BAKER COUNTY ROAD 228, PROCEED WEST ON BAKER COUNTY
 AE7589'ROAD 228 FOR 2.7 MI (4.3 KM) TO AN INTERSECTION WITH DEERFIELD ROAD
 AE7589'AND THE STATION ON THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET
 AE7589'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT
 AE7589'(9.1 CM) BELOW THE GROUND.  THE STATION IS 36.7 FT (11.2 M) SOUTHWEST
 AE7589'OF CENTERLINE OF BAKER COUNTY ROAD 228 AND 2 FT (0.6 M) NORTHEAST OF A
 AE7589'CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET
 AE7589'IN A 8-INCH PINE TREE, NORTH 25 DEGREES EAST AT 92.39 FT (28.16 M) -
 AE7589'NAIL AND DISC (LB4514) , SET IN POWER POLE, SOUTH 40 DEGREES EAST AT
 AE7589'64.39 FT (19.63 M) -  STREET SIGN, (DEERFIELD ROAD) , NORTH 64 DEGREES
 AE7589'WEST AT 25.2 FT (7.7 M) -
 AE7589
 AE7589                          STATION RECOVERY (2002)
 AE7589
 AE7589'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AE7589'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7590 ***********************************************************************
 AE7590  DESIGNATION -  BAKER 38
 AE7590  PID         -  AE7590
 AE7590  STATE/COUNTY-  FL/BAKER
 AE7590  USGS QUAD   -  MAXVILLE (1984)
 AE7590
 AE7590                         *CURRENT SURVEY CONTROL
 AE7590  ___________________________________________________________________
 AE7590* NAD 83(1999)-  30 12 18.51764(N)    082 03 22.68360(W)     ADJUSTED  
 AE7590* NAVD 88     -        50.309  (meters)     165.06   (feet)  ADJUSTED  
 AE7590  ___________________________________________________________________
 AE7590  X           -     762,431.208 (meters)                     COMP
 AE7590  Y           -  -5,463,932.032 (meters)                     COMP
 AE7590  Z           -   3,190,058.789 (meters)                     COMP
 AE7590  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AE7590  ELLIP HEIGHT-          22.12  (meters)          (05/31/01) GPS OBS
 AE7590  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AE7590  DYNAMIC HT  -          50.243 (meters)     164.84  (feet)  COMP
 AE7590  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 AE7590
 AE7590  HORZ ORDER  -  FIRST
 AE7590  VERT ORDER  -  SECOND    CLASS I
 AE7590  ELLP ORDER  -  FOURTH    CLASS I
 AE7590
 AE7590.The horizontal coordinates were established by GPS observations
 AE7590.and adjusted by the National Geodetic Survey in May 2001..
 AE7590
 AE7590.The orthometric height was determined by differential leveling
 AE7590.and adjusted by the National Geodetic Survey in June 2005..
 AE7590
 AE7590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7590
 AE7590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7590
 AE7590.The ellipsoidal height was determined by GPS observations
 AE7590.and is referenced to NAD 83.
 AE7590
 AE7590.The geoid height was determined by GEOID03.
 AE7590
 AE7590.The dynamic height is computed by dividing the NAVD 88
 AE7590.geopotential number by the normal gravity value computed on the
 AE7590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7590.degrees latitude (g = 980.6199 gals.).
 AE7590
 AE7590.The modeled gravity was interpolated from observed gravity values.
 AE7590
 AE7590;                    North         East     Units Scale Factor Converg.
 AE7590;SPC FL N     -   136,108.447   835,266.868   MT  0.99994865   +1 13 40.9
 AE7590;SPC FL N     -   446,549.13  2,740,371.38   sFT  0.99994865   +1 13 40.9
 AE7590;UTM  17      - 3,341,988.835   398,329.539   MT  0.99972753   -0 31 53.3
 AE7590
 AE7590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7590!SPC FL N     -   0.99999653  x   0.99994865  =   0.99994518
 AE7590!UTM  17      -   0.99999653  x   0.99972753  =   0.99972406
 AE7590
 AE7590:                Primary Azimuth Mark                     Grid Az
 AE7590:SPC FL N     -  BAKER 37                                 309 49 08.4
 AE7590:UTM  17      -  BAKER 37                                 311 34 42.6
 AE7590
 AE7590|---------------------------------------------------------------------|
 AE7590| PID    Reference Object                     Distance      Geod. Az  |
 AE7590|                                                           dddmmss.s |
 AE7590| AE7589 BAKER 37                            APPROX. 0.6 KM 3110249.3 |
 AE7590|---------------------------------------------------------------------|
 AE7590
 AE7590                          SUPERSEDED SURVEY CONTROL
 AE7590
 AE7590  NAD 83(1990)-  30 12 18.51656(N)    082 03 22.68355(W) AD(       ) 1
 AE7590  ELLIP H (03/20/98)   22.10   (m)                       GP(       ) 3 1
 AE7590
 AE7590.Superseded values are not recommended for survey control.
 AE7590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7590.See file dsdata.txt to determine how the superseded data were derived.
 AE7590
 AE7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9833041989(NAD 83)
 AE7590_MARKER: DD = SURVEY DISK
 AE7590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7590_STAMPING: BAKER 38 1997
 AE7590_MARK LOGO: NGS   
 AE7590_PROJECTION: RECESSED 13 CENTIMETERS
 AE7590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7590+STABILITY: SURFACE MOTION
 AE7590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7590+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 AE7590
 AE7590  HISTORY     - Date     Condition        Report By
 AE7590  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7590  HISTORY     - 20020824 GOOD             FLDEP
 AE7590
 AE7590                          STATION DESCRIPTION
 AE7590
 AE7590'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7590'THE STATION IS LOCATED APPROXIMATELY 6.7 MI (10.8 KM) SOUTHEAST OF
 AE7590'MACCLENNY, 8.2 MI (13.2 KM) SOUTHWEST OF BALDWIN AND 11.2 MI (18.0 KM)
 AE7590'NORTH OF LAWTEY.--  TO REACH THE STATION FROM THE INTERSECTION OF US
 AE7590'HIGHWAY 301 AND BAKER COUNTY ROAD 228, PROCEED WEST ON BAKER COUNTY
 AE7590'ROAD 228 FOR 2.4 MI (3.9 KM) TO A STATION ON THE LEFT, A BRASS
 AE7590'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AE7590'CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND.  THE
 AE7590'STATION IS 25.9 FT (7.9 M) SOUTHWEST OF CENTERLINE OF BAKER COUNTY
 AE7590'ROAD 228 AND 8 FT (2.4 M) NORTHEAST OF A CARSONITE WITNESS POST.--
 AE7590'REFERENCES--  NAIL AND DISC (LB4514) , SET IN A POWER POLE, NORTH 55
 AE7590'DEGREES WEST AT 220.97 FT (67.35 M) -  NAIL AND DISC (LB4514) , SET IN
 AE7590'A 12-INCH PINE TREE, NORTH 72 DEGREES EAST AT 68.59 FT (20.91 M) -
 AE7590'NAIL AND DISC (LB4514) , SET IN A POWER POLE, SOUTH 45 DEGREES EAST AT
 AE7590'198.86 FT (60.61 M) -
 AE7590
 AE7590                          STATION RECOVERY (2002)
 AE7590
 AE7590'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AE7590'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7591 ***********************************************************************
 AE7591  DESIGNATION -  BAKER 39
 AE7591  PID         -  AE7591
 AE7591  STATE/COUNTY-  FL/NASSAU
 AE7591  USGS QUAD   -  BRYCEVILLE (1992)
 AE7591
 AE7591                         *CURRENT SURVEY CONTROL
 AE7591  ___________________________________________________________________
 AE7591* NAD 83(1999)-  30 24 07.31159(N)    081 58 23.59111(W)     ADJUSTED  
 AE7591* NAVD 88     -        23.2    (meters)      76.     (feet)  GPS OBS   
 AE7591  ___________________________________________________________________
 AE7591  X           -     768,812.210 (meters)                     COMP
 AE7591  Y           -  -5,451,892.154 (meters)                     COMP
 AE7591  Z           -   3,208,889.246 (meters)                     COMP
 AE7591  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AE7591  ELLIP HEIGHT-          -5.07  (meters)          (05/31/01) GPS OBS
 AE7591  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AE7591
 AE7591  HORZ ORDER  -  FIRST
 AE7591  ELLP ORDER  -  FOURTH    CLASS I
 AE7591
 AE7591.The horizontal coordinates were established by GPS observations
 AE7591.and adjusted by the National Geodetic Survey in May 2001..
 AE7591
 AE7591.The orthometric height was determined by GPS observations and a
 AE7591.high-resolution geoid model.
 AE7591
 AE7591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7591
 AE7591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7591
 AE7591.The ellipsoidal height was determined by GPS observations
 AE7591.and is referenced to NAD 83.
 AE7591
 AE7591.The geoid height was determined by GEOID03.
 AE7591
 AE7591;                    North         East     Units Scale Factor Converg.
 AE7591;SPC FL E     -   672,834.423   106,481.743   MT  1.00004903   -0 29 33.2
 AE7591;SPC FL E     - 2,207,457.60    349,348.85   sFT  1.00004903   -0 29 33.2
 AE7591;UTM  17      - 3,363,736.836   406,513.651   MT  0.99970782   -0 29 33.2
 AE7591
 AE7591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7591!SPC FL E     -   1.00000080  x   1.00004903  =   1.00004983
 AE7591!UTM  17      -   1.00000080  x   0.99970782  =   0.99970862
 AE7591
 AE7591                          SUPERSEDED SURVEY CONTROL
 AE7591
 AE7591  NAD 83(1990)-  30 24 07.31052(N)    081 58 23.59122(W) AD(       ) 1
 AE7591  ELLIP H (03/20/98)   -5.09   (m)                       GP(       ) 3 1
 AE7591
 AE7591.Superseded values are not recommended for survey control.
 AE7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7591.See file dsdata.txt to determine how the superseded data were derived.
 AE7591
 AE7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0651463737(NAD 83)
 AE7591_MARKER: DD = SURVEY DISK
 AE7591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7591_STAMPING: BAKER 39 1997
 AE7591_MARK LOGO: NGS   
 AE7591_PROJECTION: FLUSH
 AE7591_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7591+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2002
 AE7591
 AE7591  HISTORY     - Date     Condition        Report By
 AE7591  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7591  HISTORY     - 20020510 GOOD             BAH
 AE7591
 AE7591                          STATION DESCRIPTION
 AE7591
 AE7591'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7591'THE STATION IS LOCATED APPROXIMATELY 2.4 MI (3.9 KM) NORTHWEST OF
 AE7591'BRYCEVILLE, 7.0 MI (11.3 KM) NORTH OF BALDWIN AND 12.1 MI (19.5 KM)
 AE7591'NORTHEAST OF MACCLENNY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7591'OF NASSAU COUNTY ROADS 119 AND 121, PROCCEED EAST ON NASSAU COUNTY
 AE7591'ROAD 119 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT, A BRASS
 AE7591'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMTER
 AE7591'CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.  THE
 AE7591'STATION IS 17.1 FT (5.2 M) NORTH OF THE CENTERLINE OF NASSAU COUNTY
 AE7591'ROAD 119, 34.0 FT (10.4 M) SOUTH OF A BARBED WIRE FENCE AND 32 FT (9.8
 AE7591'M) SOUTH OF A CARSONITE WITNESS POST.  -  REFERENCES -  NAIL AND DISC
 AE7591'(LB4514) , SET IN A 10-INCH PINE TREE, SOUTH 68 DEGREES WEST AT 135.04
 AE7591'FT (41.16 M) -  NAIL AND DISC (LB4514) , SET IN 8-INCH FENCE POST,
 AE7591'NORTH 35 DEGREES WEST AT 46.03 FT (14.03 M) -
 AE7591
 AE7591                          STATION RECOVERY (2002)
 AE7591
 AE7591'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 AE7591'RECOVERED AS DESCRIBED (ARG).
 AE7591'
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7557 ***********************************************************************
 AE7557  DESIGNATION -  BAKER 4
 AE7557  PID         -  AE7557
 AE7557  STATE/COUNTY-  FL/BAKER
 AE7557  USGS QUAD   -  EDDY (1994)
 AE7557
 AE7557                         *CURRENT SURVEY CONTROL
 AE7557  ___________________________________________________________________
 AE7557* NAD 83(1999)-  30 32 25.90049(N)    082 20 09.07148(W)     ADJUSTED  
 AE7557* NAVD 88     -        37.9    (meters)     124.     (feet)  GPS OBS   
 AE7557  ___________________________________________________________________
 AE7557  X           -     733,254.516 (meters)                     COMP
 AE7557  Y           -  -5,448,944.971 (meters)                     COMP
 AE7557  Z           -   3,222,129.931 (meters)                     COMP
 AE7557  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AE7557  ELLIP HEIGHT-           9.67  (meters)          (05/31/01) GPS OBS
 AE7557  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AE7557
 AE7557  HORZ ORDER  -  FIRST
 AE7557  ELLP ORDER  -  FOURTH    CLASS I
 AE7557
 AE7557.The horizontal coordinates were established by GPS observations
 AE7557.and adjusted by the National Geodetic Survey in May 2001..
 AE7557
 AE7557.The orthometric height was determined by GPS observations and a
 AE7557.high-resolution geoid model.
 AE7557
 AE7557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7557
 AE7557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7557
 AE7557.The ellipsoidal height was determined by GPS observations
 AE7557.and is referenced to NAD 83.
 AE7557
 AE7557.The geoid height was determined by GEOID03.
 AE7557
 AE7557;                    North         East     Units Scale Factor Converg.
 AE7557;SPC FL N     -   172,736.533   807,650.800   MT  0.99996957   +1 05 15.1
 AE7557;SPC FL N     -   566,719.78  2,649,767.67   sFT  0.99996957   +1 05 15.1
 AE7557;UTM  17      - 3,379,441.859   371,858.344   MT  0.99980257   -0 40 44.1
 AE7557
 AE7557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7557!SPC FL N     -   0.99999848  x   0.99996957  =   0.99996805
 AE7557!UTM  17      -   0.99999848  x   0.99980257  =   0.99980105
 AE7557
 AE7557:                Primary Azimuth Mark                     Grid Az
 AE7557:SPC FL N     -  BAKER 3                                  296 05 34.5
 AE7557:UTM  17      -  BAKER 3                                  297 51 33.7
 AE7557
 AE7557|---------------------------------------------------------------------|
 AE7557| PID    Reference Object                     Distance      Geod. Az  |
 AE7557|                                                           dddmmss.s |
 AE7557| AE7556 BAKER 3                             APPROX. 0.7 KM 2971049.6 |
 AE7557|---------------------------------------------------------------------|
 AE7557
 AE7557                          SUPERSEDED SURVEY CONTROL
 AE7557
 AE7557  NAD 83(1990)-  30 32 25.89937(N)    082 20 09.07160(W) AD(       ) 1
 AE7557  ELLIP H (03/20/98)    9.64   (m)                       GP(       ) 3 1
 AE7557
 AE7557.Superseded values are not recommended for survey control.
 AE7557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7557.See file dsdata.txt to determine how the superseded data were derived.
 AE7557
 AE7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7185879442(NAD 83)
 AE7557_MARKER: DD = SURVEY DISK
 AE7557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7557_STAMPING: BAKER 4 1997
 AE7557_MARK LOGO: NGS   
 AE7557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7557+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7557
 AE7557  HISTORY     - Date     Condition        Report By
 AE7557  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7557
 AE7557                          STATION DESCRIPTION
 AE7557
 AE7557'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7557'THE STATION IS LOCATED APPROXIMATELY 16.6 MI (26.7 KM) SOUTHEAST OF
 AE7557'FARGO, 18.1 MI (29.1 KM) WEST OF ST GEORGE AND 30.4 MI (48.9 KM)
 AE7557'NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7557'OF STATE ROAD 2 AND BAKER COUNTY ROAD 127 SOUTH, PROCEED WESTERLY ON
 AE7557'STATE ROAD 2 FOR 7.35 MI (11.83 KM) TO THE STATION ON THE LEFT, A
 AE7557'BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE7557'DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
 AE7557'THE STATION IS 39.7 FT (12.1 M) SOUTH OF THE CENTERLINE OF STATE ROAD
 AE7557'2, 225 FT (68.6 M) WEST OF A PRIVATE DIRT ROAD (MARKED RD 33) AND 3 FT
 AE7557'(0.9 M) NORTH OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND
 AE7557'DISC (LB4514) , SET IN A POWER POLE, NORTH 63 DEGRESS WEST AT 214.60
 AE7557'FT (65.41 M) -  NAIL AND DISC (LB4514) , SET IN A POWER POLE, SOUTH 60
 AE7557'DEGRESS EAST AT 283.65 FT (86.46 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7558 ***********************************************************************
 AE7558  DESIGNATION -  BAKER 5
 AE7558  PID         -  AE7558
 AE7558  STATE/COUNTY-  FL/BAKER
 AE7558  USGS QUAD   -  MONIAC (1994)
 AE7558
 AE7558                         *CURRENT SURVEY CONTROL
 AE7558  ___________________________________________________________________
 AE7558* NAD 83(1999)-  30 31 48.29374(N)    082 14 46.35640(W)     ADJUSTED  
 AE7558* NAVD 88     -        34.0    (meters)     112.     (feet)  GPS OBS   
 AE7558  ___________________________________________________________________
 AE7558  X           -     741,857.774 (meters)                     COMP
 AE7558  Y           -  -5,448,370.685 (meters)                     COMP
 AE7558  Z           -   3,221,130.417 (meters)                     COMP
 AE7558  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AE7558  ELLIP HEIGHT-           5.68  (meters)          (05/31/01) GPS OBS
 AE7558  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AE7558
 AE7558  HORZ ORDER  -  FIRST
 AE7558  ELLP ORDER  -  FOURTH    CLASS I
 AE7558
 AE7558.The horizontal coordinates were established by GPS observations
 AE7558.and adjusted by the National Geodetic Survey in May 2001..
 AE7558
 AE7558.The orthometric height was determined by GPS observations and a
 AE7558.high-resolution geoid model.
 AE7558
 AE7558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7558
 AE7558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7558
 AE7558.The ellipsoidal height was determined by GPS observations
 AE7558.and is referenced to NAD 83.
 AE7558
 AE7558.The geoid height was determined by GEOID03.
 AE7558
 AE7558;                    North         East     Units Scale Factor Converg.
 AE7558;SPC FL N     -   171,745.344   816,273.884   MT  0.99996841   +1 07 57.3
 AE7558;SPC FL N     -   563,467.85  2,678,058.57   sFT  0.99996841   +1 07 57.3
 AE7558;UTM  17      - 3,378,185.611   380,445.240   MT  0.99977633   -0 37 59.3
 AE7558
 AE7558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7558!SPC FL N     -   0.99999911  x   0.99996841  =   0.99996752
 AE7558!UTM  17      -   0.99999911  x   0.99977633  =   0.99977544
 AE7558
 AE7558:                Primary Azimuth Mark                     Grid Az
 AE7558:SPC FL N     -  BAKER 6                                  136 16 38.6
 AE7558:UTM  17      -  BAKER 6                                  138 02 35.2
 AE7558
 AE7558|---------------------------------------------------------------------|
 AE7558| PID    Reference Object                     Distance      Geod. Az  |
 AE7558|                                                           dddmmss.s |
 AE7558| AE7559 BAKER 6                             APPROX. 0.6 KM 1372435.9 |
 AE7558|---------------------------------------------------------------------|
 AE7558
 AE7558                          SUPERSEDED SURVEY CONTROL
 AE7558
 AE7558  NAD 83(1990)-  30 31 48.29261(N)    082 14 46.35661(W) AD(       ) 1
 AE7558  ELLIP H (03/20/98)    5.64   (m)                       GP(       ) 3 1
 AE7558
 AE7558.Superseded values are not recommended for survey control.
 AE7558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7558.See file dsdata.txt to determine how the superseded data were derived.
 AE7558
 AE7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8044578186(NAD 83)
 AE7558_MARKER: DD = SURVEY DISK
 AE7558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7558_STAMPING: BAKER 5 1997
 AE7558_MARK LOGO: NGS   
 AE7558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7558+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7558
 AE7558  HISTORY     - Date     Condition        Report By
 AE7558  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7558
 AE7558                          STATION DESCRIPTION
 AE7558
 AE7558'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7558'THE STATION IS LOCATED APPROXIMATELY 12.7 MI (20.4 KM) WEST OF ST
 AE7558'GEORGE, 21.4 MI (34.4 KM) SOUTHEAST OF FARGO AND 28.9 MI (46.5 KM)
 AE7558'NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7558'OF STATE ROAD 2 AND BAKER COUNTY ROAD 127 NORTH, PROCEED NORTH ON
 AE7558'BAKER COUNTY ROAD 127 NORTH FOR 1.1 MI (1.8 KM) TO THE STATION ON THE
 AE7558'RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7558'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7558'GROUND.  THE STATION IS 14.0 FT (4.3 M) NORTHEAST OF THE CENTERLINE OF
 AE7558'A PRIVATE DIRT ROAD AND 10 FT (3.0 M) SOUTHWEST OF A CARSONITE WITNESS
 AE7558'POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN A POWER POLE,
 AE7558'NORTH 44 DEGRESS WEST AT 103.68 FT (31.60 M) -  NAIL AND DISC (LB4514)
 AE7558', SET IN A 10-INCH OAK TREE, NORTH 10 DEGRESS EAST AT 142.41 FT (43.41
 AE7558'M) -  NAIL AND DISK (LB4514) , SET ON TOP OF A GUARD RAIL POST, SOUTH
 AE7558'12 DEGRESS WEST AT 43.41 FT (13.23 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7559 ***********************************************************************
 AE7559  DESIGNATION -  BAKER 6
 AE7559  PID         -  AE7559
 AE7559  STATE/COUNTY-  FL/BAKER
 AE7559  USGS QUAD   -  MONIAC (1994)
 AE7559
 AE7559                         *CURRENT SURVEY CONTROL
 AE7559  ___________________________________________________________________
 AE7559* NAD 83(1999)-  30 31 33.33476(N)    082 14 30.47292(W)     ADJUSTED  
 AE7559* NAVD 88     -        34.3    (meters)     113.     (feet)  GPS OBS   
 AE7559  ___________________________________________________________________
 AE7559  X           -     742,308.945 (meters)                     COMP
 AE7559  Y           -  -5,448,545.635 (meters)                     COMP
 AE7559  Z           -   3,220,733.756 (meters)                     COMP
 AE7559  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AE7559  ELLIP HEIGHT-           5.96  (meters)          (05/31/01) GPS OBS
 AE7559  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AE7559
 AE7559  HORZ ORDER  -  FIRST
 AE7559  ELLP ORDER  -  FOURTH    CLASS I
 AE7559
 AE7559.The horizontal coordinates were established by GPS observations
 AE7559.and adjusted by the National Geodetic Survey in May 2001..
 AE7559
 AE7559.The orthometric height was determined by GPS observations and a
 AE7559.high-resolution geoid model.
 AE7559
 AE7559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7559
 AE7559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7559
 AE7559.The ellipsoidal height was determined by GPS observations
 AE7559.and is referenced to NAD 83.
 AE7559
 AE7559.The geoid height was determined by GEOID03.
 AE7559
 AE7559;                    North         East     Units Scale Factor Converg.
 AE7559;SPC FL N     -   171,293.167   816,706.335   MT  0.99996795   +1 08 05.3
 AE7559;SPC FL N     -   561,984.33  2,679,477.37   sFT  0.99996795   +1 08 05.3
 AE7559;UTM  17      - 3,377,720.413   380,863.473   MT  0.99977510   -0 37 50.9
 AE7559
 AE7559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7559!SPC FL N     -   0.99999906  x   0.99996795  =   0.99996701
 AE7559!UTM  17      -   0.99999906  x   0.99977510  =   0.99977416
 AE7559
 AE7559:                Primary Azimuth Mark                     Grid Az
 AE7559:SPC FL N     -  BAKER 5                                  316 16 38.7
 AE7559:UTM  17      -  BAKER 5                                  318 02 34.9
 AE7559
 AE7559|---------------------------------------------------------------------|
 AE7559| PID    Reference Object                     Distance      Geod. Az  |
 AE7559|                                                           dddmmss.s |
 AE7559| AE7558 BAKER 5                             APPROX. 0.6 KM 3172444.0 |
 AE7559|---------------------------------------------------------------------|
 AE7559
 AE7559                          SUPERSEDED SURVEY CONTROL
 AE7559
 AE7559  NAD 83(1990)-  30 31 33.33363(N)    082 14 30.47315(W) AD(       ) 1
 AE7559  ELLIP H (03/20/98)    5.92   (m)                       GP(       ) 3 1
 AE7559
 AE7559.Superseded values are not recommended for survey control.
 AE7559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7559.See file dsdata.txt to determine how the superseded data were derived.
 AE7559
 AE7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8086377720(NAD 83)
 AE7559_MARKER: DD = SURVEY DISK
 AE7559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7559_STAMPING: BAKER 6 1997
 AE7559_MARK LOGO: NGS   
 AE7559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7559+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7559
 AE7559  HISTORY     - Date     Condition        Report By
 AE7559  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7559
 AE7559                          STATION DESCRIPTION
 AE7559
 AE7559'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7559'THE STATION IS LOCATED APPROXIMATELY 12.3 MI (19.8 KM) WEST OF ST
 AE7559'GEORGE, 22.0 MI (35.4 KM) SOUTHEAST OF FARGO, 28.9 MI (46.5 KM)
 AE7559'NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE INTERSECTION
 AE7559'OF STATE ROAD 2 AND BAKER COUNTY ROAD 127 NORTH, PROCEED NORTH ON
 AE7559'BAKER COUNTY ROAD 127 NORTH FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 AE7559'RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7559'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7559'GROUND.  THE STATION IS 21.4 FT (6.5 M) NORTHEAST OF THE CENTERLINE OF
 AE7559'A BAKER COUNTY ROAD 127 NORTH, 125 FT (38.1 M) NORTHWEST OF THE
 AE7559'CENTERLINE OF A DIRT DRIVE AND 6 FT (1.8 M) SOUTHWEST OF A CARSONITE
 AE7559'WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET IN A POWER
 AE7559'POLE, (NO.  F4067 10) SOUTH 00 DEGREES EAST AT 89.5 FT (27.3 M) -
 AE7559'NAIL AND DISC (LB4514) , SET IN A 20-INCH PINE TREE, NORTH 59 DEGREES
 AE7559'WEST AT 189.52 FT (57.77 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7561 ***********************************************************************
 AE7561  DESIGNATION -  BAKER 8
 AE7561  PID         -  AE7561
 AE7561  STATE/COUNTY-  FL/BAKER
 AE7561  USGS QUAD   -  SANDERSON NW (1994)
 AE7561
 AE7561                         *CURRENT SURVEY CONTROL
 AE7561  ___________________________________________________________________
 AE7561* NAD 83(1999)-  30 26 53.94506(N)    082 27 22.58534(W)     ADJUSTED  
 AE7561* NAVD 88     -        40.8    (meters)     134.     (feet)  GPS OBS   
 AE7561  ___________________________________________________________________
 AE7561  X           -     722,482.018 (meters)                     COMP
 AE7561  Y           -  -5,455,619.054 (meters)                     COMP
 AE7561  Z           -   3,213,322.910 (meters)                     COMP
 AE7561  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AE7561  ELLIP HEIGHT-          12.56  (meters)          (05/31/01) GPS OBS
 AE7561  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AE7561
 AE7561  HORZ ORDER  -  FIRST
 AE7561  ELLP ORDER  -  FOURTH    CLASS I
 AE7561
 AE7561.The horizontal coordinates were established by GPS observations
 AE7561.and adjusted by the National Geodetic Survey in May 2001..
 AE7561
 AE7561.The orthometric height was determined by GPS observations and a
 AE7561.high-resolution geoid model.
 AE7561
 AE7561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7561
 AE7561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7561
 AE7561.The ellipsoidal height was determined by GPS observations
 AE7561.and is referenced to NAD 83.
 AE7561
 AE7561.The geoid height was determined by GEOID03.
 AE7561
 AE7561;                    North         East     Units Scale Factor Converg.
 AE7561;SPC FL N     -   162,302.862   796,280.896   MT  0.99996042   +1 01 37.3
 AE7561;SPC FL N     -   532,488.64  2,612,464.91   sFT  0.99996042   +1 01 37.3
 AE7561;UTM  17      - 3,369,364.942   360,174.005   MT  0.99984120   -0 44 17.2
 AE7561
 AE7561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7561!SPC FL N     -   0.99999803  x   0.99996042  =   0.99995845
 AE7561!UTM  17      -   0.99999803  x   0.99984120  =   0.99983923
 AE7561
 AE7561:                Primary Azimuth Mark                     Grid Az
 AE7561:SPC FL N     -  BAKER 9                                  107 52 42.7
 AE7561:UTM  17      -  BAKER 9                                  109 38 37.2
 AE7561
 AE7561|---------------------------------------------------------------------|
 AE7561| PID    Reference Object                     Distance      Geod. Az  |
 AE7561|                                                           dddmmss.s |
 AE7561| AE7562 BAKER 9                             APPROX. 0.6 KM 1085420.0 |
 AE7561|---------------------------------------------------------------------|
 AE7561
 AE7561                          SUPERSEDED SURVEY CONTROL
 AE7561
 AE7561  NAD 83(1990)-  30 26 53.94403(N)    082 27 22.58522(W) AD(       ) 1
 AE7561  ELLIP H (03/20/98)   12.54   (m)                       GP(       ) 3 1
 AE7561
 AE7561.Superseded values are not recommended for survey control.
 AE7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7561.See file dsdata.txt to determine how the superseded data were derived.
 AE7561
 AE7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6017469365(NAD 83)
 AE7561_MARKER: DD = SURVEY DISK
 AE7561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7561_STAMPING: BAKER 8 1997
 AE7561_MARK LOGO: NGS   
 AE7561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7561+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7561
 AE7561  HISTORY     - Date     Condition        Report By
 AE7561  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7561
 AE7561                          STATION DESCRIPTION
 AE7561
 AE7561'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7561'THE STATION IS LOCATED APPROXIMATELY 16.8 MI (27.0 KM) NORTH OF
 AE7561'OLUSTEE, 17.2 MI (27.7 KM) NORTHWEST OF SANDERSON AND 21.0 MI (33.8
 AE7561'KM) NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE
 AE7561'INTERSECTION OF BAKER COUNTY ROADS 125 AND 250, PROCEED SOUTHWEST ON
 AE7561'BAKER COUNTY ROAD 250 FOR 0.8 MI (1.3 KM) TO AN INTERSECTION WITH SAND
 AE7561'HILL ROAD (ALSO KNOWN AS 200) .  INTERSECTION IS MARK BY A PROMINENT
 AE7561'SIGN (OSCEOLA NATIONAL FOREST) .  PROCEED WESTERLY ON SAND HILL ROAD
 AE7561'FOR 2.3 MI (3.7 KM) TO A FORK IN ROAD, PROCEED WESTERLY ON RIGHT FORK
 AE7561'FOR 4.0 MI (6.4 KM) TO A T-INTERSECTION, TURN LEFT AND PROCEED
 AE7561'SOUTHWEST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A FORK IN ROAD, PROCEED
 AE7561'WESTERLY ON RIGHT FORK FOR 3.15 MI (5.07 KM) TO THE STATION ON THE
 AE7561'LEFT, A BASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH
 AE7561'DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
 AE7561'THE STATION IS 0.05 MI (0.08 KM) EAST OF A PRIVATE DIRT ROAD (NO.41) ,
 AE7561'19.6 FT (6.0 M) SOUTH OF THE CENTERLINE OF A DIRT ROAD (NO.  41) AND 2
 AE7561'FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL
 AE7561'AND DISC (LB4514) , SET IN A 14-INCH PINE TREE, NORTH 59 DEGREES WEST
 AE7561'AT 281.81 FT (85.90 M) -  NAIL AND DISC (LB4514) , SET IN A 4-INCH
 AE7561'PINE TREE, NORTH 32 DEGREES EAST AT 46.24 FT (14.09 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AE7562 ***********************************************************************
 AE7562  DESIGNATION -  BAKER 9
 AE7562  PID         -  AE7562
 AE7562  STATE/COUNTY-  FL/BAKER
 AE7562  USGS QUAD   -  SANDERSON NW (1994)
 AE7562
 AE7562                         *CURRENT SURVEY CONTROL
 AE7562  ___________________________________________________________________
 AE7562* NAD 83(1999)-  30 26 47.37977(N)    082 27 00.46208(W)     ADJUSTED  
 AE7562* NAVD 88     -        40.7    (meters)     134.     (feet)  GPS OBS   
 AE7562  ___________________________________________________________________
 AE7562  X           -     723,080.612 (meters)                     COMP
 AE7562  Y           -  -5,455,642.992 (meters)                     COMP
 AE7562  Z           -   3,213,148.555 (meters)                     COMP
 AE7562  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AE7562  ELLIP HEIGHT-          12.44  (meters)          (05/31/01) GPS OBS
 AE7562  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AE7562
 AE7562  HORZ ORDER  -  FIRST
 AE7562  ELLP ORDER  -  FOURTH    CLASS I
 AE7562
 AE7562.The horizontal coordinates were established by GPS observations
 AE7562.and adjusted by the National Geodetic Survey in May 2001..
 AE7562
 AE7562.The orthometric height was determined by GPS observations and a
 AE7562.high-resolution geoid model.
 AE7562
 AE7562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7562
 AE7562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7562
 AE7562.The ellipsoidal height was determined by GPS observations
 AE7562.and is referenced to NAD 83.
 AE7562
 AE7562.The geoid height was determined by GEOID03.
 AE7562
 AE7562;                    North         East     Units Scale Factor Converg.
 AE7562;SPC FL N     -   162,111.324   796,874.671   MT  0.99996026   +1 01 48.4
 AE7562;SPC FL N     -   531,860.24  2,614,412.98   sFT  0.99996026   +1 01 48.4
 AE7562;UTM  17      - 3,369,155.230   360,761.527   MT  0.99983917   -0 44 05.8
 AE7562
 AE7562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7562!SPC FL N     -   0.99999805  x   0.99996026  =   0.99995831
 AE7562!UTM  17      -   0.99999805  x   0.99983917  =   0.99983722
 AE7562
 AE7562:                Primary Azimuth Mark                     Grid Az
 AE7562:SPC FL N     -  BAKER 8                                  287 52 42.8
 AE7562:UTM  17      -  BAKER 8                                  289 38 37.0
 AE7562
 AE7562|---------------------------------------------------------------------|
 AE7562| PID    Reference Object                     Distance      Geod. Az  |
 AE7562|                                                           dddmmss.s |
 AE7562| AE7561 BAKER 8                             APPROX. 0.6 KM 2885431.2 |
 AE7562|---------------------------------------------------------------------|
 AE7562
 AE7562                          SUPERSEDED SURVEY CONTROL
 AE7562
 AE7562  NAD 83(1990)-  30 26 47.37873(N)    082 27 00.46202(W) AD(       ) 1
 AE7562  ELLIP H (03/20/98)   12.42   (m)                       GP(       ) 3 1
 AE7562
 AE7562.Superseded values are not recommended for survey control.
 AE7562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7562.See file dsdata.txt to determine how the superseded data were derived.
 AE7562
 AE7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6076269155(NAD 83)
 AE7562_MARKER: DD = SURVEY DISK
 AE7562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7562_STAMPING: BAKER 9 1997
 AE7562_MARK LOGO: NGS   
 AE7562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7562+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7562
 AE7562  HISTORY     - Date     Condition        Report By
 AE7562  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7562
 AE7562                          STATION DESCRIPTION
 AE7562
 AE7562'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7562'THE STATION IS LOCATED APPROXIMATELY 16.7 MI (26.9 KM) NORTH OF
 AE7562'OLUSTEE, 16.9 MI (27.2 KM) NORTHWEST OF SANDERSON AND 21.2 MI (34.1
 AE7562'KM) NORTHEAST OF LAKE CITY.--  TO REACH THE STATION FROM THE
 AE7562'INTERSECTION OF BAKER COUNTY ROADS 125 AND 250, PROCEED SOUTHWEST ON
 AE7562'BAKER COUNTY ROAD 250 FOR 0.8 MI (1.3 KM) TO AN INTERSECTION WITH
 AE7562'SANDHILL ROAD (ALSO KNOWN AS NFR 200) .  INTERSECTION IS MARK BY A
 AE7562'PROMINENT SIGN (OSCEOLA NATIONAL FOREST) .  PROCEED WESTERLY ON
 AE7562'SANDHILL ROAD FOR 2.3 MI (3.7 KM) TO A FORK IN ROAD, PROCEED WESTERLY
 AE7562'ON RIGHT FORK FOR 4.0 MI (6.4 KM) TO A T-INTERSECTION, TURN LEFT AND
 AE7562'PROCEED SOUTHWEST ON DIRT ROAD FOR 0.4 MI (0.6 KM) TO A FORK IN ROAD,
 AE7562'PROCEED WESTERLY ON RIGHT FORK FOR 2.75 MI (4.43 KM) TO THE STATION ON
 AE7562'LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A
 AE7562'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AE7562'GROUND.  THE STATION IS 21.7 FT (6.6 M) SOUTH OF THE CENTERLINE OF A
 AE7562'DIRT ROAD AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.--
 AE7562'REFERENCES--  SET 5/8-INCH IRON ROD WITH CAP (REF COR LB 4514) , NORTH
 AE7562'72 DEGREES WEST AT 25.0 FT (7.6 M) -  NAIL AND DISC (LB4514) , SET IN
 AE7562'A 4-INCH PINE TREE, NORTH 00 DEGREES EAST 49.96 FT (15.23 M) -  SET
 AE7562'5/8-INCH IRON ROD WITH CAP (REF COR LB4514) SOUTH 72 DEGREES EAST AT
 AE7562'25.0 FT (7.6 M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF3036 ***********************************************************************
 AF3036  DESIGNATION -  BAKER NUNN
 AF3036  PID         -  AF3036
 AF3036  STATE/COUNTY-  FL/MARTIN
 AF3036  USGS QUAD   -  HOBE SOUND (1983)
 AF3036
 AF3036                         *CURRENT SURVEY CONTROL
 AF3036  ___________________________________________________________________
 AF3036* NAD 83(1990)-  27 01 14.09911(N)    080 06 46.13471(W)     ADJUSTED  
 AF3036* NAVD 88     -        14.667  (meters)      48.12   (feet)  ADJUSTED  
 AF3036  ___________________________________________________________________
 AF3036  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 AF3036  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AF3036  DYNAMIC HT  -          14.644 (meters)      48.04  (feet)  COMP
 AF3036  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AF3036
 AF3036  HORZ ORDER  -  SECOND
 AF3036  VERT ORDER  -  FIRST     CLASS II
 AF3036
 AF3036.The horizontal coordinates were established by classical geodetic methods
 AF3036.and adjusted by the National Geodetic Survey in May 1991..
 AF3036
 AF3036.The orthometric height was determined by differential leveling
 AF3036.and adjusted by the National Geodetic Survey in June 1991..
 AF3036
 AF3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF3036
 AF3036.The geoid height was determined by GEOID03.
 AF3036
 AF3036.The dynamic height is computed by dividing the NAVD 88
 AF3036.geopotential number by the normal gravity value computed on the
 AF3036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3036.degrees latitude (g = 980.6199 gals.).
 AF3036
 AF3036.The modeled gravity was interpolated from observed gravity values.
 AF3036
 AF3036;                    North         East     Units Scale Factor Converg.
 AF3036;SPC FL E     -   297,994.276   288,038.294   MT  1.00003682   +0 24 11.1
 AF3036;SPC FL E     -   977,669.55    945,005.64   sFT  1.00003682   +0 24 11.1
 AF3036;UTM  17      - 2,989,024.583   588,008.255   MT  0.99969561   +0 24 11.1
 AF3036
 AF3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF3036!SPC FL E     -   1.00000203  x   1.00003682  =   1.00003885
 AF3036!UTM  17      -   1.00000203  x   0.99969561  =   0.99969764
 AF3036
 AF3036                          SUPERSEDED SURVEY CONTROL
 AF3036
 AF3036  NAD 83(1986)-  27 01 14.10367(N)    080 06 46.14318(W) AD(       ) 2
 AF3036  NAD 27      -  27 01 12.90774(N)    080 06 46.98742(W) AD(       ) 2
 AF3036  NGVD 29 (??/??/92)   15.129  (m)           49.64   (f) ADJ UNCH    1 2
 AF3036
 AF3036.Superseded values are not recommended for survey control.
 AF3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3036.See file dsdata.txt to determine how the superseded data were derived.
 AF3036
 AF3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8800889025(NAD 83)
 AF3036_MARKER: DD = SURVEY DISK
 AF3036_SETTING: 0 = UNSPECIFIED SETTING
 AF3036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3036
 AF3036  HISTORY     - Date     Condition        Report By
 AF3036  HISTORY     - 1966     MONUMENTED       CGS
 AF3036  HISTORY     - 1966     GOOD             NGS
 AF3036  HISTORY     - 1972     MARK NOT FOUND   NGS
 AF3036  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AF3036  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AF3036  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3036  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF3036  HISTORY     - 20031115 MARK NOT FOUND   USPSQD
 AF3036
 AF3036                          STATION DESCRIPTION
 AF3036
 AF3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AF3036'LOCATED ON THE JONATHAN DICKINSON STATE PARK, AT THE SMITHSONIAN
 AF3036'INSTITUTION ASTROPHYSICAL OBSERVING STATION, ABOUT 14 MILES
 AF3036'SOUTH-SOUTHWEST OF STUART, 6-1/2 MILES NORTH-NORTHWEST OF
 AF3036'JUPITER AND ON THE EAST SIDE OF A CONCRETE CISTERN ROOF, IN A
 AF3036'12 X 14 FOOT BUILDING.  NOTE--THE ROOF IS REMOVED WHEN THE
 AF3036'CAMERA IS IN OPERATION.
 AF3036'
 AF3036'THE POINT LOCATED WAS A PUNCH HOLE IN THE CENTER OF A YOKE
 AF3036'THAT SUPPORTS THE CAMERA.  A TRAVERSE CONNECTION WAS MADE FROM
 AF3036'CISTERN RM 3 AND THE DISTANCE IS 5.4684 METERS OR 17.94 FEET.
 AF3036
 AF3036                          STATION RECOVERY (1966)
 AF3036
 AF3036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AF3036'AT HOBE SOUND.
 AF3036'TO REACH FROM THE SOUTH EDGE OF STUART, AT THE JUNCTION OF STATE
 AF3036'HIGHWAY 76 AND U.S. HIGHWAY 1, GO SOUTH ON U.S. HIGHWAY 1 FOR
 AF3036'14.4 MILES TO A GATE AND A SIGN (JONATHAN DICKINSON STATE PARK)
 AF3036'ON THE RIGHT.  TURN RIGHT (WEST) THRU THE GATE FOR 0.05 MILE TO
 AF3036'A PARK OFFICE ON THE RIGHT.  CONTINUE WEST ON THE PARK ROAD FOR
 AF3036'0.15 MILE TO A JUNCTION.  CONTINUE WEST FOR 0.2 MILE TO A
 AF3036'JUNCTION.  TURN LEFT SOUTH FOR 0.1 MILE TO A SIGN SMITHSONIAN
 AF3036'INSTITUTION ASTROPHYSICAL OBSERVING STATION AND A DRIVE LEADING
 AF3036'EAST.  TURN LEFT (EAST) FOR 0.15 MILE TO THE STATION GATE.
 AF3036'PASS THRU THE GATE FOR 0.1 MILE TO AN OLD CONCRETE CISTERN AND
 AF3036'THE CAMERA IN A BUILDING ON THE EAST SIDE OF THE CISTERN ROOF.
 AF3036
 AF3036                          STATION RECOVERY (1972)
 AF3036
 AF3036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3036'MARK NOT FOUND.
 AF3036
 AF3036                          STATION RECOVERY (1984)
 AF3036
 AF3036'RECOVERY NOTE BY US POWER SQUADRON 1984 (FGH)
 AF3036'STATION NOT RECOVERED.
 AF3036'
 AF3036'NOTE 1- THE INDEX TO THE REPORT OF HORIZONTAL GEODETIC CONTROL
 AF3036'DATA PUBLISHED BY NGS, JULY, 1980 SHOWS MARK ESTABLISHED IN 1966.
 AF3036
 AF3036                          STATION RECOVERY (1987)
 AF3036
 AF3036'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3036'MARK NOT FOUND.
 AF3036
 AF3036                          STATION RECOVERY (1989)
 AF3036
 AF3036'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3036'MARK NOT FOUND.
 AF3036
 AF3036                          STATION RECOVERY (1990)
 AF3036
 AF3036'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3036'MARK NOT FOUND.
 AF3036
 AF3036                          STATION RECOVERY (2003)
 AF3036
 AF3036'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4196 ***********************************************************************
 AC4196  DESIGNATION -  BAKER ROCK HARBOR
 AC4196  PID         -  AC4196
 AC4196  STATE/COUNTY-  FL/MONROE
 AC4196  USGS QUAD   -  ROCK HARBOR (1990)
 AC4196
 AC4196                         *CURRENT SURVEY CONTROL
 AC4196  ___________________________________________________________________
 AC4196* NAD 83(1990)-  25 06 07.67659(N)    080 28 37.14106(W)     ADJUSTED  
 AC4196* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AC4196  ___________________________________________________________________
 AC4196  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AC4196  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AC4196
 AC4196  HORZ ORDER  -  THIRD
 AC4196
 AC4196.The horizontal coordinates were established by classical geodetic methods
 AC4196.and adjusted by the National Geodetic Survey in May 1991..
 AC4196
 AC4196.The orthometric height was scaled from a topographic map.
 AC4196
 AC4196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4196
 AC4196.The geoid height was determined by GEOID03.
 AC4196
 AC4196;                    North         East     Units Scale Factor Converg.
 AC4196;SPC FL E     -    85,256.016   252,752.190   MT  0.99997553   +0 13 18.8
 AC4196;SPC FL E     -   279,710.78    829,237.81   sFT  0.99997553   +0 13 18.8
 AC4196;UTM  17      - 2,776,358.909   552,734.191   MT  0.99963434   +0 13 18.8
 AC4196
 AC4196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4196!SPC FL E     -   1.00000371  x   0.99997553  =   0.99997924
 AC4196!UTM  17      -   1.00000371  x   0.99963434  =   0.99963805
 AC4196
 AC4196:                Primary Azimuth Mark                     Grid Az
 AC4196:SPC FL E     -  TONY                                     024 38 55.8
 AC4196:UTM  17      -  TONY                                     024 38 55.8
 AC4196
 AC4196|---------------------------------------------------------------------|
 AC4196| PID    Reference Object                     Distance      Geod. Az  |
 AC4196|                                                           dddmmss.s |
 AC4196| AC4212 TONY                                APPROX. 3.7 KM 0245214.6 |
 AC4196| CW7935 BAKER ROCK HARBOR RM 1                             11735     |
 AC4196|---------------------------------------------------------------------|
 AC4196
 AC4196                          SUPERSEDED SURVEY CONTROL
 AC4196
 AC4196  NAD 83(1986)-  25 06 07.67346(N)    080 28 37.13589(W) AD(       ) 3
 AC4196  NAD 27      -  25 06 06.23655(N)    080 28 37.91214(W) AD(       ) 3
 AC4196
 AC4196.Superseded values are not recommended for survey control.
 AC4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4196.See file dsdata.txt to determine how the superseded data were derived.
 AC4196
 AC4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5273476359(NAD 83)
 AC4196_MARKER: DS = TRIANGULATION STATION DISK
 AC4196_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AC4196_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AC4196
 AC4196  HISTORY     - Date     Condition        Report By
 AC4196  HISTORY     - 1934     MONUMENTED       CGS
 AC4196  HISTORY     - 1947     GOOD             CGS
 AC4196
 AC4196                          STATION DESCRIPTION
 AC4196
 AC4196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4196'IN FLORIDA BAY ON THE E SIDE OF AN UNNAMED KEY FORMING THE W SIDE
 AC4196'OF BAKERS CUT AND EXTENDING IN A NW DIRECTION, THE STATION BEING
 AC4196'ABOUT 1 MILE NW OF BAKERS CUT AND 1/4 MILE SW OF THE N END OF THE
 AC4196'KEY ON A PROMINENT POINT.
 AC4196'
 AC4196'MARKED WITH A 6-INCH TILE FILLED WITH CONCRETE AND CONTAINING A
 AC4196'STANDARD DISK STAMPED BAKER 1934.  TILE PROJECTS 4 INCHES, THE BELL
 AC4196'END BEING UP.  STATION IS 4 METERS S OF THE HIGH-WATER LINE AND
 AC4196'9 METERS W OF THE HIGH-WATER LINE.
 AC4196'
 AC4196'REFERENCE MARK NO. 1 IS A 6-INCH TILE FILLED WITH CONCRETE AND
 AC4196'CONTAINING STANDARD DISK STAMPED BAKER 1934 NO. 1.  IT PROJECTS 3
 AC4196'INCHES ABOVE THE SURFACE, IS E OF THE STATION AND 1 METER INSHORE.
 AC4196'
 AC4196'NO SUBSURFACE MARKS WERE SET DUE TO THE HIGH-WATER TABLE.
 AC4196'
 AC4196'STATION WAS LOCATED BY INTERSECTION.
 AC4196'
 AC4196'HEIGHT OF SIGNAL ABOVE STATION MARK 30 FEET.
 AC4196
 AC4196                          STATION RECOVERY (1947)
 AC4196
 AC4196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4196'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  ORIGINAL
 AC4196'DESCRIPTION IS ADEQUATE, WITH THE FOLLOWING CORRECTIONS--
 AC4196'
 AC4196'CHANGE STATION IS 4.0 METERS S AND 9.0 METERS W OF HIGH-WATER
 AC4196'LINE.  TO STATION IS 1.0 METER S AND 2.0 METERS W OF HIGH-WATER
 AC4196'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0190 ***********************************************************************
 AF0190  DESIGNATION -  BAKER USE 1934
 AF0190  PID         -  AF0190
 AF0190  STATE/COUNTY-  FL/MARTIN
 AF0190  USGS QUAD   -  ST LUCIE INLET (1983)
 AF0190
 AF0190                         *CURRENT SURVEY CONTROL
 AF0190  ___________________________________________________________________
 AF0190* NAD 83(1990)-  27 12 03.42685(N)    080 14 27.62892(W)     ADJUSTED  
 AF0190* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AF0190  ___________________________________________________________________
 AF0190  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AF0190  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AF0190
 AF0190  HORZ ORDER  -  THIRD
 AF0190
 AF0190.The horizontal coordinates were established by classical geodetic methods
 AF0190.and adjusted by the National Geodetic Survey in May 1991..
 AF0190
 AF0190.The orthometric height was scaled from a topographic map.
 AF0190
 AF0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0190
 AF0190.The geoid height was determined by GEOID03.
 AF0190
 AF0190;                    North         East     Units Scale Factor Converg.
 AF0190;SPC FL E     -   317,896.916   275,196.160   MT  1.00001095   +0 20 49.1
 AF0190;SPC FL E     - 1,042,966.80    902,872.73   sFT  1.00001095   +0 20 49.1
 AF0190;UTM  17      - 3,008,920.432   575,170.503   MT  0.99966975   +0 20 49.1
 AF0190
 AF0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0190!SPC FL E     -   1.00000424  x   1.00001095  =   1.00001519
 AF0190!UTM  17      -   1.00000424  x   0.99966975  =   0.99967398
 AF0190
 AF0190:                Primary Azimuth Mark                     Grid Az
 AF0190:SPC FL E     -  BRIDGE 2                                 273 49 05.9
 AF0190:UTM  17      -  BRIDGE 2                                 273 49 05.9
 AF0190
 AF0190|---------------------------------------------------------------------|
 AF0190| PID    Reference Object                     Distance      Geod. Az  |
 AF0190|                                                           dddmmss.s |
 AF0190| AF3144 BRIDGE 2                            APPROX. 1.8 KM 2740955.0 |
 AF0190|---------------------------------------------------------------------|
 AF0190
 AF0190                          SUPERSEDED SURVEY CONTROL
 AF0190
 AF0190  NAD 83(1986)-  27 12 03.43647(N)    080 14 27.64023(W) AD(       ) 3
 AF0190  NAD 27      -  27 12 02.26442(N)    080 14 28.46702(W) AD(       ) 3
 AF0190
 AF0190.Superseded values are not recommended for survey control.
 AF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0190.See file dsdata.txt to determine how the superseded data were derived.
 AF0190
 AF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7517108920(NAD 83)
 AF0190_MARKER: DD = SURVEY DISK
 AF0190_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AF0190_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AF0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0190
 AF0190  HISTORY     - Date     Condition        Report By
 AF0190  HISTORY     - 1934     MONUMENTED       USE
 AF0190  HISTORY     - 1942     GOOD             CGS
 AF0190  HISTORY     - 1965     MARK NOT FOUND   CGS
 AF0190
 AF0190                          STATION DESCRIPTION
 AF0190
 AF0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KGC)
 AF0190'THE STATION IS ABOUT 150 METERS ENE OF THE MARTIN COUNTY
 AF0190'HOSPITAL, 24.2 METERS S OF THE HIGH-WATER LINE AND THE REMAINS
 AF0190'OF A CONCRETE RETAINING WALL, 10 METERS NE OF AN ABANDONED
 AF0190'HOUSE SITE, 4 METERS N OF THE CENTER LINE OF A TRAIL, 20 METERS
 AF0190'N OF A 22-INCH CEDAR, 2.8 METERS N OF A 22-INCH LOCUST TREE, ON
 AF0190'A BLUFF ABOUT 10 FEET ABOVE THE HIGH-WATER LINE AND 10.3 METERS
 AF0190'S OF THE EDGE OF A BLUFF.
 AF0190'
 AF0190'BAKER, 1934, U.S.E. IS A U.S. ENGINEER BRONZE DISK, STAMPED AS
 AF0190'NAMED, SET IN THE TOP OF A 4-INCH TILE PIPE FILLED WITH
 AF0190'CONCRETE, EXTENDING 2 INCHES ABOVE THE GROUND.
 AF0190
 AF0190                          STATION RECOVERY (1965)
 AF0190
 AF0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 AF0190'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4229 ***********************************************************************
 BG4229  DESIGNATION -  BALD
 BG4229  PID         -  BG4229
 BG4229  STATE/COUNTY-  FL/WALTON
 BG4229  USGS QUAD   -  NICEVILLE SE (1987)
 BG4229
 BG4229                         *CURRENT SURVEY CONTROL
 BG4229  ___________________________________________________________________
 BG4229* NAD 83(1990)-  30 31 46.67006(N)    086 19 21.58707(W)     ADJUSTED  
 BG4229* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 BG4229  ___________________________________________________________________
 BG4229  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BG4229  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG4229
 BG4229  HORZ ORDER  -  FIRST
 BG4229
 BG4229.The horizontal coordinates were established by classical geodetic methods
 BG4229.and adjusted by the National Geodetic Survey in May 1991..
 BG4229
 BG4229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4229
 BG4229.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4229
 BG4229.The geoid height was determined by GEOID03.
 BG4229
 BG4229;                    North         East     Units Scale Factor Converg.
 BG4229;SPC FL N     -   170,955.765   425,092.344   MT  0.99996836   -0 54 57.4
 BG4229;SPC FL N     -   560,877.37  1,394,657.13   sFT  0.99996836   -0 54 57.4
 BG4229;UTM  16      - 3,377,670.195   564,978.637   MT  0.99965209   +0 20 38.7
 BG4229
 BG4229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4229!SPC FL N     -   0.99999955  x   0.99996836  =   0.99996791
 BG4229!UTM  16      -   0.99999955  x   0.99965209  =   0.99965164
 BG4229
 BG4229|---------------------------------------------------------------------|
 BG4229| PID    Reference Object                     Distance      Geod. Az  |
 BG4229|                                                           dddmmss.s |
 BG4229| CW1769 BALD RM 1                            22.537 METERS 07134     |
 BG4229| BG1575 WINDHAM                             APPROX. 2.7 KM 2291857.1 |
 BG4229| CW1768 BALD AZ MK                                         2983329.3 |
 BG4229| CW1770 BALD RM 2                            22.327 METERS 31257     |
 BG4229|---------------------------------------------------------------------|
 BG4229
 BG4229                          SUPERSEDED SURVEY CONTROL
 BG4229
 BG4229  NAD 83(1986)-  30 31 46.68525(N)    086 19 21.59271(W) AD(       ) 1
 BG4229  NAD 27      -  30 31 45.98100(N)    086 19 21.79000(W) AD(       ) 1
 BG4229  NGVD 29 (07/19/86)   30.4    (m)          100.     (f) VERT ANG       
 BG4229
 BG4229.Superseded values are not recommended for survey control.
 BG4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4229.See file dsdata.txt to determine how the superseded data were derived.
 BG4229
 BG4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6497977670(NAD 83)
 BG4229_MARKER: DS = TRIANGULATION STATION DISK
 BG4229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4229
 BG4229  HISTORY     - Date     Condition        Report By
 BG4229  HISTORY     - 1955     MONUMENTED       CGS
 BG4229  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BG4229
 BG4229                          STATION DESCRIPTION
 BG4229
 BG4229'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 BG4229'STATION IS LOCATED ON THE EGLIN MILITARY RESERVATION ABOUT 18
 BG4229'MILES SOUTHWEST OF DE FUNIAK SPRINGS AND 10 MILES EAST OF
 BG4229'NICEVILLE.  STATION IS 42 PACES EAST OF T INTERSECTION, 31 FEET
 BG4229'SOUTH OF THE APPROXIMATE CENTER OF SAND ROAD AND 5 FEET NORTH
 BG4229'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 BG4229'IS STAMPED BALD 1955.
 BG4229'
 BG4229'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE CENTERLINE OF
 BG4229'SAND ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 BG4229'STAMPED BALD NO 1 1955.
 BG4229'
 BG4229'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE APPROXIMATE CENTER
 BG4229'OF SAND ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 BG4229'STAMPED BALD NO 2 1955.
 BG4229'
 BG4229'AZIMUTH MARK IS 37 FEET WEST OF THE APPROXIMATE CENTER OF
 BG4229'BLACKTOP ROAD AND 2 FEET SOUTHEAST OF WITNESS POST.  THE MARK
 BG4229'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BALD 1955.
 BG4229'
 BG4229'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 285 IN THE
 BG4229'NORTHEAST EDGE OF NICEVILLE GO EAST AND SOUTHEAST ON STATE
 BG4229'HIGHWAY 20 FOR 4.2 MILES TO FORKS.  TAKE LEFT FORK FOR 5.3 MILES
 BG4229'TO THE WINDHAM LOOKOUT TOWER.  CONTINUE NORTHEAST ON SURFACED
 BG4229'ROAD FOR 1.7 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST FOR
 BG4229'0.1 MILE TO STATION ON RIGHT AS DESCRIBED.  TO REACH AZIMUTH
 BG4229'MARK FROM STATION RETURN TO SURFACED ROAD.  TURN RIGHT AND GO
 BG4229'NORTH FOR 0.1 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE OF
 BG4229'ROAD AS DESCRIBED.
 BG4229'
 BG4229'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BG4229
 BG4229                          STATION RECOVERY (1956)
 BG4229
 BG4229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDR)
 BG4229'THE UNDERGROUND STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 1,
 BG4229'AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD
 BG4229'CONDITION.  THE SURFACE STATION MARK HAD BEEN HIT BY A BULLDOZER
 BG4229'AND MOVED SLIGHTLY FROM ITS ORIGINAL POSITION.  A NEW SURFACE
 BG4229'STATION MARK WAS SET, BY PLUMBING OVER THE UNDERGROUND MARK.
 BG4229'
 BG4229'THE NEW MARK PROJECTS ABOUT 5 INCHES
 BG4229'AND THE DISK IS STAMPED BALD 1955 1956.
 BG4229'
 BG4229'THIS STATION WAS NOT OCCUPIED.
 BG4229'
 BG4229'THE ORIGINAL DESCRIPTION OF LOCATION OF STATION AND THE TO
 BG4229'REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3774 ***********************************************************************
 BG3774  DESIGNATION -  BALD
 BG3774  PID         -  BG3774
 BG3774  STATE/COUNTY-  FL/SANTA ROSA
 BG3774  USGS QUAD   -  ORIOLE BEACH (1992)
 BG3774
 BG3774                         *CURRENT SURVEY CONTROL
 BG3774  ___________________________________________________________________
 BG3774* NAD 83(1990)-  30 21 56.05364(N)    087 07 18.47828(W)     ADJUSTED  
 BG3774* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 BG3774  ___________________________________________________________________
 BG3774  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BG3774  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BG3774
 BG3774  HORZ ORDER  -  SECOND
 BG3774
 BG3774.The horizontal coordinates were established by classical geodetic methods
 BG3774.and adjusted by the National Geodetic Survey in December 1992..
 BG3774
 BG3774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3774
 BG3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3774
 BG3774.The geoid height was determined by GEOID03.
 BG3774
 BG3774;                    North         East     Units Scale Factor Converg.
 BG3774;SPC FL N     -   154,268.227   347,998.341   MT  0.99995440   -1 19 03.1
 BG3774;SPC FL N     -   506,128.34  1,141,724.56   sFT  0.99995440   -1 19 03.1
 BG3774;UTM  16      - 3,359,300.938   488,296.009   MT  0.99960169   -0 03 41.7
 BG3774
 BG3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3774!SPC FL N     -   1.00000401  x   0.99995440  =   0.99995841
 BG3774!UTM  16      -   1.00000401  x   0.99960169  =   0.99960570
 BG3774
 BG3774|---------------------------------------------------------------------|
 BG3774| PID    Reference Object                     Distance      Geod. Az  |
 BG3774|                                                           dddmmss.s |
 BG3774| DD8312 BALD RM 1                            26.532 METERS 06847     |
 BG3774| BG3768 EAST DOCK                           APPROX. 2.1 KM 0732614.1 |
 BG3774| BG3776 SHARP POINT RESET                   APPROX. 2.7 KM 1703040.7 |
 BG3774| BG3780 PENSACOLA BEACH TANK                APPROX. 4.2 KM 2061703.0 |
 BG3774| BG3781 PENSACOLA BRIDGE W UPRIGHT          APPROX. 3.6 KM 2353854.9 |
 BG3774| BG3779 PIER                                APPROX. 2.0 KM 2493705.1 |
 BG3774| DD8314 BALD RM 3                            24.710 METERS 25216     |
 BG3774| DD8313 BALD RM 2                            27.966 METERS 30142     |
 BG3774| DD8315 BALD RP                                            31314     |
 BG3774|---------------------------------------------------------------------|
 BG3774
 BG3774                          SUPERSEDED SURVEY CONTROL
 BG3774
 BG3774  NAD 83(1990)-  30 21 56.06133(N)    087 07 18.48385(W) AD(       ) 2
 BG3774  NAD 83(1986)-  30 21 56.07337(N)    087 07 18.47905(W) AD(       ) 2
 BG3774  NAD 27      -  30 21 55.35700(N)    087 07 18.59400(W) AD(       ) 2
 BG3774  NGVD 29 (11/30/89)    1.9    (m)            6.     (f) VERT ANG       
 BG3774
 BG3774.Superseded values are not recommended for survey control.
 BG3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3774.See file dsdata.txt to determine how the superseded data were derived.
 BG3774
 BG3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU8829659301(NAD 83)
 BG3774_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BG3774_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG3774_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG3774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3774
 BG3774  HISTORY     - Date     Condition        Report By
 BG3774  HISTORY     - 1910     MONUMENTED       CGS
 BG3774  HISTORY     - 1919     SEE DESCRIPTION  CGS
 BG3774  HISTORY     - 1934     GOOD             CGS
 BG3774  HISTORY     - 1942     GOOD             CGS
 BG3774  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BG3774  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BG3774  HISTORY     - 1973     GOOD             NPS
 BG3774  HISTORY     - 1984     GOOD             NOS
 BG3774  HISTORY     - 19950107 MARK NOT FOUND   BDE
 BG3774
 BG3774                          STATION DESCRIPTION
 BG3774
 BG3774'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (GHR)
 BG3774'ON THE N SHORE OF SANTA ROSA SOUND, 35 PACES E OF THE EDGE OF A
 BG3774'HILL KNOWN LOCALLY AS BALD HILL, 115 PACES E OF THE CENTER OF THE
 BG3774'HILL, 8 PACES FROM MEAN HIGH-WATER MARK TO THE S, AND 100 PACES
 BG3774'W OF WHERE THE SHORE LINE TURNS TO THE NORTHWARD.
 BG3774'
 BG3774'THE SURFACE MARK IS A STANDARD DISK STATION MARK IN THE TOP
 BG3774'OF A 6-INCH TILE WHICH IS FILLED WITH CONCRETE AND SET ABOUT
 BG3774'LEVEL WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 BG3774'MARK IS AN IRON NAIL, A COPPER BOLT, OR A BOTTLE EMBEDDED IN A
 BG3774'BLOCK OF CONCRETE 12 INCHES SQUARE AND 6 INCHES THICK ABOUT 30
 BG3774'INCHES BELOW THE SURFACE OF THE GROUND.  A SURFACE REFERENCE
 BG3774'MARK, A 3-INCH GALVANIZED-IRON PIPE 4 FEET LONG PROJECTING 12 TO
 BG3774'16 INCHES ABOVE THE GROUND WITH A STANDARD CAP STATION MARK SCREWED
 BG3774'TO THE TOP IS ON THE SLOPE OF THE HILL, 38.57 METERS FROM THE
 BG3774'STATION N 46 DEG 47 MIN W.  NO UNDERGROUND MARK WAS
 BG3774'USED.  A PINE TREE AND A LIVE OAK TREE, EACH MARKED WITH A
 BG3774'BLAZE AND THREE COPPER NAILS IN THE FORM OF A TRIANGLE,
 BG3774'ARE, RESPECTIVELY, 17.53 METERS N 48 DEG W AND 42.15 METERS DUE
 BG3774'W FROM THE STATION.
 BG3774
 BG3774                          STATION RECOVERY (1919)
 BG3774
 BG3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (EER)
 BG3774'SURFACE MARK GONE.  TILE NEARBY, BROKEN UP.
 BG3774'
 BG3774'UNDERGROUND MARK, COPPER BOLT IN CEMENT FOUND OK.  PUT MORE
 BG3774'CEMENT AROUND UNDERGROUND MARK.
 BG3774'
 BG3774'SET REGULATION TRIANGULATION DISK IN CEMENT IN TOP OF 6-INCH
 BG3774'TILE DIRECTLY OVER COPPER BOLT.  IRREGULAR MASS OF CONCRETE
 BG3774'SURROUNDS TILE.
 BG3774'
 BG3774'TO THE DESCRIPTION MIGHT BE ADDED PROMINENT YELLOW BLUFF ON
 BG3774'FACE OF BALD HILL.  REFERENCE MARK IS OK.  MORE SOIL WAS PLACED
 BG3774'AROUND IT TO MAKE IT MORE PERMANENT.  THE SECOND WITNESS MARK IS
 BG3774'N 79 DEG W FROM THE STATION INSTEAD OF DUE W AS GIVEN.
 BG3774'
 BG3774'THE TRUNK OF THE TREE HAS FALLEN BUT STUMP REMAINS OK.  STATION
 BG3774'MARK CAN NOT BE OF VERY PERMANENT NATURE AS IT HAS TO BE AT
 BG3774'EXTREME HIGH-WATER MARK IN ORDER TO BE VISIBLE UP AND DOWN THE
 BG3774'SHORE.
 BG3774
 BG3774                          STATION RECOVERY (1934)
 BG3774
 BG3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG3774'STATION RECOVERED.  MARKS IN GOOD CONDITION.  THE STATION IS
 BG3774'LOCATED ON THE N SHORE OF SANTA ROSA SOUND, APPROXIMATELY TWO
 BG3774'MILES (NAUTICAL) E OF BRIDGE ACROSS SANTA ROSA SOUND.  THERE IS A
 BG3774'PROMINENT YELLOW BLUFF APPROXIMATELY 200 YARDS W OF STATION.  IN
 BG3774'REAR OF STATION THERE IS A 30-INCH (DIA.) PINE, TRIANGULAR
 BG3774'BLAZED, WHICH IS 17.90 METERS FROM THE STATION.  STATION IS 16
 BG3774'METERS FROM HIGH-WATER LINE.  IT IS MARKED BY A STANDARD
 BG3774'BRONZE DISK IN A TILE AND STAMPED BALD
 BG3774'1910-1934.  THE UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW
 BG3774'THE GROUND CONTAINING A COPPER BOLT (E.E.
 BG3774'REESE, 1919).  REFERENCE MARK NO. 1, A NEW
 BG3774'REFERENCE MARK, WAS PLACED E OF THE STATION AND 15 METERS FROM
 BG3774'HIGH-WATER LINE.  IT IS MARKED A STANDARD BRONZE DISK IN A TILE
 BG3774'PROTRUDING 4 INCHES ABOVE THE GROUND,
 BG3774'AND STAMPED WITH NAME OF STATION, YEAR, AND ITS RESPECTIVE
 BG3774'NUMBER.  REFERENCE MARK NO. 2, THE ORIGINAL REFERENCE MARK, WAS
 BG3774'FOUND OUT OF THE GROUND AND WAS RESET NW OF STATION 33
 BG3774'METERS FROM HIGH-WATER LINE.  IT IS A 2-INCH GALVANIZED
 BG3774'PIPE WITH A STANDARD DISK TRIANGULATION STATION MARK SCREWED
 BG3774'TO THE TOP, AND STAMPED WITH NAME OF STATION, YEAR, AND ITS
 BG3774'RESPECTIVE NUMBER.
 BG3774
 BG3774                          STATION RECOVERY (1942)
 BG3774
 BG3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CAS)
 BG3774'STATION RECOVERED AS DESCRIBED.  IT IS LOCATED ON N SHORE OF SANTA
 BG3774'ROSA SOUND, APPROXIMATELY 2 MILES (NAUTICAL) E OF BRIDGE ACROSS
 BG3774'SANTA ROSA SOUND.  THERE IS A PROMINENT YELLOW BLUFF APPROXIMATELY
 BG3774'200 YARDS W OF STATION.  IN REAR OF STATION THERE IS A PINE TREE
 BG3774'ALMOST 3 FEET IN DIAMETER MARKED WITH A TRIANGULAR BLAZE.
 BG3774'
 BG3774'STATION IS ABOUT 15 METERS FROM HIGH-WATER LINE.  IT IS
 BG3774'MARKED BY A STANDARD DISK SET IN CONCRETE IN THE TOP OF A TILE
 BG3774'WHICH IS EMBEDDED IN THE GROUND.  MARK IS STAMPED BALD 1910-1934.
 BG3774'
 BG3774'THE UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 BG3774'CONTAINING A COPPER BOLT.
 BG3774'
 BG3774'REFERENCE MARK NO. 1 IS E OF STATION AND PROTRUDES ABOUT 2
 BG3774'INCHES ABOVE THE GROUND.  IT IS A STANDARD DISK SET IN CONCRETE
 BG3774'IN THE TOP OF A TILE, WHICH IS EMBEDDED IN THE GROUND.
 BG3774'
 BG3774'REFERENCE MARK NO. 2, NW OF STATION, IS A STANDARD DISK
 BG3774'TRIANGULATION MARK SCREWED TO THE TOP OF A 2-INCH GALVANIZED
 BG3774'PIPE.  THE MARK PROTRUDES ABOUT 8 INCHES ABOVE GROUND BUT IS VERY
 BG3774'SOLIDLY SET.  THE DISTANCE TO THIS REFERENCE MARK WAS CHECKED WITH
 BG3774'THE VALUE GIVEN BY M.H.R. AND FOUND TO BE IN ERROR.
 BG3774
 BG3774                          STATION RECOVERY (1968)
 BG3774
 BG3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (TEJ)
 BG3774'SURFACE MONUMENT DESTROYED.  RM 1 DESTROYED.  RM 2 IS IN GOOD
 BG3774'CONDITION.  THE SUBSURFACE MARKER WAS DISCOVERED AND WE RE-SET
 BG3774'THE SURFACE MONUMENT WITH A BRASS DISK STAMPED FLA. S.R.D.
 BG3774
 BG3774                          STATION RECOVERY (1972)
 BG3774
 BG3774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BG3774'STATION UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 BG3774'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 BG3774'MARK 1 HAD BEEN DESTROYED.  THE SURFACE STATION MARK AND REFERENCE
 BG3774'MARK 3 WERE ESTABLISHED AT THIS TIME.  A HORIZONTAL DISTANCE TO
 BG3774'REFERENCE MARK 2 MEASURED .984 METERS SHORTER THAN THE 1934
 BG3774'RECOVERY NOTE.  DUE TO NO TO REACH AND VARIOUS CHANGES A COMPLETE
 BG3774'NEW DESCRIPTION FOLLOWS.
 BG3774'
 BG3774'STATION IS ABOUT 16 MILES SOUTH-SOUTHWEST OF MILTON, 6 MILES
 BG3774'SOUTHEAST OF DOWNTOWN PENSACOLA, 2-1/4 MILES EAST OF WHERE STATE
 BG3774'ROAD 399 PASSES OVER U.S. HIGHWAY 98 IN GULF BREEZE, 2 MILES NORTH
 BG3774'OF THE NORTH SIDE OF SANTA ROSA ISLAND, ON THE NORTH SHORE OF
 BG3774'SANTA ROSA SOUND, 1/4 MILE SOUTH OF U.S. HIGHWAY 98 AND ON
 BG3774'PROPERTY OF THE CITY OF GULF BREEZE.
 BG3774'
 BG3774'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 90,
 BG3774'98 AND 29 IN PENSACOLA, GO EAST FOLLOWING U.S. HIGHWAY 98 FOR
 BG3774'5.0 MILES TO THE SOUTH END OF BRIDGE OVER PENSACOLA BAY.  CONTINUE
 BG3774'EAST ON U.S. HIGHWAY 98 FOR 3.8 MILES TO A SIDE ROAD RIGHT.  TURN
 BG3774'RIGHT AND FOLLOW SAND ROAD SOUTH-SOUTHEAST FOR 0.1 MILE TO A
 BG3774'FORK.  KEEP LEFT AND FOLLOW SAND ROAD EASTERLY FOR 0.15 MILE TO
 BG3774'THE END OF TRUCK TRAVEL.  FROM HERE PACK DOWN EMBANKMENT FOR
 BG3774'ABOUT 200 FEET TO THE SHORE LINE, THENCE NORTHEAST ALONG SHORE
 BG3774'LINE FOR 400 FEET TO STATION ON LEFT.
 BG3774'
 BG3774'STATION MARK, A STANDARD DISK STAMPED BALD 1910 1972, IS SET IN
 BG3774'THE TOP OF A 15-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BG3774'2-INCHES BELOW THE GROUND SURFACE.  IT IS 58 FEET SOUTH OF A
 BG3774'15-INCH PINE TREE WITH A TRIANGLE BLAZE, 40 FEET NORTHWEST OF
 BG3774'HIGH TIDE WATER LINE, 3.8 FEET SOUTHEAST OF A METAL WITNESS POST
 BG3774'AND 3.4 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 BG3774'UNDERGROUND MARK IS A COPPER BOLT SET IN THE TOP OF A CONCRETE
 BG3774'BLOCK 30-INCHES BELOW THE GROUND SURFACE.
 BG3774'
 BG3774'REFERENCE MARK 2, A STANDARD DISK BRAZED TO THE TOP OF A 3-INCH
 BG3774'PIPE THAT PROJECTS 12 INCHES IS STAMPED BALD RM 2 1934.  IT IS
 BG3774'125 FEET NORTHWEST OF THE HIGH TIDE WATER LINE, 37 FEET SOUTHEAST
 BG3774'OF THE PROJECTED LINE OF THE HIGH 50 FOOT RED BLUFF WHICH IS
 BG3774'ABOUT 500 FEET WEST OF THE STATION SITE, 27 FEET NORTHEAST OF AN
 BG3774'18-INCH PINE TREE WITH A TRIANGLE BLAZE, AND 1.4 FEET SOUTHEAST
 BG3774'OF A METAL WITNESS POST.
 BG3774'
 BG3774'REFERENCE MARK 3, A STANDARD DISK STAMPED BALD NO 3 1972, IS
 BG3774'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BG3774'IS 2-INCHES BELOW GROUND SURFACE.  IT IS 56 FEET NORTHWEST OF THE
 BG3774'HIGH TIDE WATER LINE, 38.5 FEET EAST OF A 12-INCH PINE TREE WITH
 BG3774'A TRIANGLE BLAZE, 35 FEET SOUTH-SOUTHWEST OF A 12-INCH PINE TREE
 BG3774'WITH A TRIANGLE BLAZE AND 2.1 FEET SOUTHEAST OF A METAL WITNESS
 BG3774'POST.
 BG3774'
 BG3774'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BG3774'
 BG3774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG3774'3 MILES EAST OF GULF BREEZE.
 BG3774
 BG3774                          STATION RECOVERY (1973)
 BG3774
 BG3774'RECOVERY NOTE BY NATIONAL PARK SERVICE 1973
 BG3774'STATION RECOVERED IN EXCELLENT CONDITION.  RM 2 AND RM 3 ALSO
 BG3774'RECOVERED.  THE STATION AND RM 2 AND RM 3 HAVE WITNESS POSTS SET
 BG3774'ADJACENT.
 BG3774
 BG3774                          STATION RECOVERY (1984)
 BG3774
 BG3774'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG3774'THE STATION WAS RECOVERED AT THIS DATE.
 BG3774'REFERENCE MARK 2 ALSO RECOVERED AS DESCRIBED.
 BG3774'
 BG3774'HEIGHT OF LIGHT SHOWN WAS 1.64 METERS ABOVE THE MARK.
 BG3774'
 BG3774'RECOVERED BY M W JOHNSON
 BG3774
 BG3774                          STATION RECOVERY (1995)
 BG3774
 BG3774'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 BG3774'STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6400 ***********************************************************************
 AK6400  DESIGNATION -  BALL
 AK6400  PID         -  AK6400
 AK6400  STATE/COUNTY-  FL/BREVARD
 AK6400  USGS QUAD   -  TITUSVILLE (1988)
 AK6400
 AK6400                         *CURRENT SURVEY CONTROL
 AK6400  ___________________________________________________________________
 AK6400* NAD 83(1990)-  28 31 50.97948(N)    080 47 59.63450(W)     ADJUSTED  
 AK6400* NAVD 88     -        11.1    (meters)      36.     (feet)  VERTCON   
 AK6400  ___________________________________________________________________
 AK6400  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AK6400  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AK6400
 AK6400  HORZ ORDER  -  FIRST
 AK6400
 AK6400.The horizontal coordinates were established by classical geodetic methods
 AK6400.and adjusted by the National Geodetic Survey in May 1991..
 AK6400
 AK6400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6400
 AK6400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6400
 AK6400.The geoid height was determined by GEOID03.
 AK6400
 AK6400;                    North         East     Units Scale Factor Converg.
 AK6400;SPC FL E     -   465,050.168   219,583.936   MT  0.99994591   +0 05 44.1
 AK6400;SPC FL E     - 1,525,752.09    720,418.30   sFT  0.99994591   +0 05 44.1
 AK6400;UTM  17      - 3,156,023.476   519,577.254   MT  0.99960473   +0 05 44.1
 AK6400
 AK6400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6400!SPC FL E     -   1.00000266  x   0.99994591  =   0.99994857
 AK6400!UTM  17      -   1.00000266  x   0.99960473  =   0.99960739
 AK6400
 AK6400|---------------------------------------------------------------------|
 AK6400| PID    Reference Object                     Distance      Geod. Az  |
 AK6400|                                                           dddmmss.s |
 AK6400| CA9258 BALL RM 1                            26.097 METERS 00202     |
 AK6400| CA9260 BALL RM 3                            58.775 METERS 08224     |
 AK6400| AK5626 CAPE CANAVERAL WATER TANK           APPROX.22.0 KM 1022113.4 |
 AK6400| AK5520 PORT CANAVERAL WATER TANK           APPROX.23.3 KM 1241607.7 |
 AK6400| CA9259 BALL RM 2                            28.709 METERS 14621     |
 AK6400| AK6072 INDIAN R CITY ORLANDO UTIL STK      APPROX. 4.6 KM 1543956.5 |
 AK6400| AK6073 INDIAN R CITY RAD KJB 82 MST        APPROX. 4.3 KM 1581902.8 |
 AK6400| AK6404 TITUSVILLE NEW MUNICIPAL TANK       APPROX. 8.8 KM 3433911.2 |
 AK6400| AK6403 TITUSVILLE RAD STA WRMF MAST        APPROX. 7.5 KM 3454031.3 |
 AK6400| AK0912 TITUSVILLE SE BASE                  APPROX.10.6 KM 3474711.6 |
 AK6400| AK6397 TITUSVILLE MUNICIPAL TANK           APPROX. 8.8 KM 3541843.2 |
 AK6400| AK6405 TITUSVILLE RAD STA KIK 568 MST      APPROX. 9.1 KM 3552901.5 |
 AK6400| AK6402 INDIAN RIVER CITY MICROWAVE         APPROX. 3.0 KM 3555351.5 |
 AK6400|---------------------------------------------------------------------|
 AK6400
 AK6400                          SUPERSEDED SURVEY CONTROL
 AK6400
 AK6400  NAD 83(1986)-  28 31 50.98631(N)    080 47 59.64748(W) AD(       ) 1
 AK6400  NAD 27      -  28 31 49.98847(N)    080 48 00.45121(W) AD(       ) 1
 AK6400  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 AK6400
 AK6400.Superseded values are not recommended for survey control.
 AK6400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6400.See file dsdata.txt to determine how the superseded data were derived.
 AK6400
 AK6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1957756023(NAD 83)
 AK6400_MARKER: DS = TRIANGULATION STATION DISK
 AK6400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6400
 AK6400  HISTORY     - Date     Condition        Report By
 AK6400  HISTORY     - 1960     MONUMENTED       CGS
 AK6400  HISTORY     - 1963     GOOD             CGS
 AK6400  HISTORY     - 1967     MARK NOT FOUND   CGS
 AK6400  HISTORY     - 1972     MARK NOT FOUND   FLDT
 AK6400  HISTORY     - 1973     MARK NOT FOUND   NGS
 AK6400
 AK6400                          STATION DESCRIPTION
 AK6400
 AK6400'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6400'THE STATION IS ABOUT 12-1/2 MILES NORTH OF COCOA, ABOUT
 AK6400'1-3/4 MILES SOUTH AND 1/4 MILE WEST OF INDIAN RIVER CITY,
 AK6400'ABOUT 1-1/2 MILES WEST OF THE INDIAN RIVER AND ON THE
 AK6400'PROPERTY OF MR. ED BALL.  IT IS 21 FEET WEST OF THE CENTERLINE
 AK6400'OF A SAND ROAD AND 1 FOOT EAST OF A WITNESS POST.  THE
 AK6400'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BALL 1960.
 AK6400'
 AK6400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 AK6400'STATE HIGHWAY 520 IN COCOA, GO NORTH ON HIGHWAY 1 FOR 5.5
 AK6400'MILES TO THE CANAVERAL GROVES TOWER ON THE LEFT.  CONTINUE
 AK6400'AHEAD NORTH ON HIGHWAY 1 FOR 4.3 MILES TO THE ORLANDO
 AK6400'UTILITIES COMMISSION BUILDING ON THE LEFT.  CONTINUE AHEAD NORTH
 AK6400'OF HIGHWAY 1 FOR 2.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT, CROSS
 AK6400'RAILROAD TRACKS, AND GO WEST ON A SAND ROAD FOR 0.1 MILE TO A
 AK6400'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WEST
 AK6400'ON THE SAND ROAD ALONG A POWER LINE FOR 1.0 MILE TO A SIDE
 AK6400'ROAD RIGHT AT A POINT WHERE A POWER LINE CROSSES THE MAIN
 AK6400'ROAD.  TURN RIGHT AND GO NORTHERLY ON A SAND ROAD FOR 0.25 MILE
 AK6400'TO THE STATION ON THE LEFT.
 AK6400'
 AK6400'REFERENCE MARK 1 IS 85 FEET NORTH OF THE WITNESS POST,
 AK6400'25 FEET EAST OF A 6 INCH PINE TREE AND 8 FEET EAST OF THE
 AK6400'CENTERLINE OF THE SAND ROAD.  THE MONUMENT PROJECTS 4 INCHES
 AK6400'AND THE DISK IS STAMPED BALL NO 1 1960.
 AK6400'
 AK6400'REFERENCE MARK 2 IS 95 FEET SOUTHEAST OF THE WITNESS POST,
 AK6400'6 FEET WEST OF A TRIPLE TRUNKED TREE AND 8 FEET EAST OF
 AK6400'THE CENTERLINE OF THE SAND ROAD.  THE MONUMENT PROJECTS
 AK6400'4 INCHES AND THE DISK IS STAMPED BALL NO 2 1960.
 AK6400'
 AK6400'REFERENCE MARK 3 IS 171 FEET EAST OF THE CENTERLINE OF THE
 AK6400'SAND ROAD, 6 FEET WEST OF AN 8 INCH PINE TREE AND 2 FEET
 AK6400'WEST OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 AK6400'AND THE DISK IS STAMPED BALL NO 3 1960.
 AK6400'
 AK6400'NOTE--THE DIRECTION TO REFERENCE MARK 3 WAS DETERMINED
 AK6400'BY PRECISE METHODS.
 AK6400'
 AK6400'HEIGHT OF LIGHT ABOVE STATION MARK 34.11 METERS.
 AK6400
 AK6400                          STATION RECOVERY (1963)
 AK6400
 AK6400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 AK6400'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED
 AK6400'AS DESCRIBED IN 1960 AND FOUND IN GOOD CONDITION.  THE
 AK6400'DESCRIPTION OF THE STATION IS ADEQUATE AND COMPLETE.  A TO REACH
 AK6400'DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE INTERSECTION
 AK6400'OF U.S. HIGHWAY 1 AND STATE HIGHWAY 402 IN TITUSVILLE, GO
 AK6400'SOUTH ON U.S. HIGHWAY 1 FOR 3.95 MILES TO THE JUNCTION OF
 AK6400'STATE HIGHWAY 50 IN INDIAN RIVER CITY, CONTINUE SOUTH ON
 AK6400'U.S. HIGHWAY 1 FOR 2.4 MILES TO A SAND ROAD RIGHT, WHERE
 AK6400'POWERLINE CORNERS AND GOES WEST.  TURN RIGHT AND GO WEST
 AK6400'FOR 0.05 MILE, CROSS RAILROAD AND CONTINUE WEST FOR 0.1 MILE
 AK6400'TO A GATE, CONTINUE WEST FOR 0.9 MILE TO A SIDE ROAD LEFT,
 AK6400'CONTINUE WEST FOR 0.05 MILE TO A SAND ROAD RIGHT.  TURN
 AK6400'RIGHT AND GO NORTH ON SAND ROAD 0.25 MILE TO STATION ON LEFT.
 AK6400
 AK6400                          STATION RECOVERY (1967)
 AK6400
 AK6400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AK6400'LOST.  STATION AND ALL REFERENCE MARKS WERE SEARCHED FOR
 AK6400'INTENSIVELY BUT NOT FOUND.
 AK6400'
 AK6400'HEAVY EQUIPMENT HAD BEEN TRAVELING THE ROAD.  A PIPE-LINE
 AK6400'IS BEING LAID TO THE WEST OF THE STATION SITE.
 AK6400
 AK6400                          STATION RECOVERY (1972)
 AK6400
 AK6400'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AK6400'SEARCHED FOR BUT NOT FOUND.  A MC DONNEL AIRCRAFT PLANT AND
 AK6400'NEW HIGHWAY OBSCURE THE TO REACH.  THE PLANT ENGINEER
 AK6400'HAS NO RECOLLECTION OF THIS STATION.  THERE ARE HIGH SAND
 AK6400'HILLS IN VICINITY AND A FAIR CHANCE THAT STATION IS INTACT.
 AK6400
 AK6400                          STATION RECOVERY (1973)
 AK6400
 AK6400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 AK6400'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE SEARCHED
 AK6400'FOR EXTENSIVELY BUT NOT RECOVERED AS OF THIS DATE.  AFTER
 AK6400'RECEIVING INFORMATION FROM THE TITUSVILLE FIRE DEPARTMENT
 AK6400'AND USING COUNTY MAPS, IT WAS DECIDED THE LOCATION OF
 AK6400'THE STATION SEARCHED FOR WAS THAT AS DESCRIBED IN 1960.  AFTER
 AK6400'A LENGTHY SEARCH, NO MARKS WERE RECOVERED.  DUE TO ROAD
 AK6400'CHANGES A NEW TO REACH THE STATION SITE FOLLOWS.
 AK6400'
 AK6400'TO REACH THE STATION SITE FROM THE JUNCTION OF U.S. HIGHWAY
 AK6400'1 AND STATE HIGHWAY 405 ABOUT 4 MILES SOUTH OF TITUSVILLE,
 AK6400'GO WEST ON STATE HIGHWAY 405 FOR 0.65 MILE TO A DIM SAND
 AK6400'ROAD ON RIGHT.  TURN RIGHT AND GO NORTH FOLLOWING SAND ROAD
 AK6400'FOR 0.25 MILE TO SOME PINE TREES AND STATION SITE.
 AK6400'
 AK6400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AK6400'5-3/4 MILES SOUTH-SOUTHWEST OF TITUSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1415 ***********************************************************************
 AG1415  DESIGNATION -  BALL 1908
 AG1415  PID         -  AG1415
 AG1415  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1415  USGS QUAD   -  TAMPA (1995)
 AG1415
 AG1415                         *CURRENT SURVEY CONTROL
 AG1415  ___________________________________________________________________
 AG1415* NAD 83(1990)-  27 54 20.11795(N)    082 24 53.99042(W)     ADJUSTED  
 AG1415* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AG1415  ___________________________________________________________________
 AG1415  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AG1415  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG1415
 AG1415  HORZ ORDER  -  THIRD
 AG1415
 AG1415.The horizontal coordinates were established by classical geodetic methods
 AG1415.and adjusted by the National Geodetic Survey in May 1991..
 AG1415
 AG1415.The orthometric height was scaled from a topographic map.
 AG1415
 AG1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1415
 AG1415.The geoid height was determined by GEOID03.
 AG1415
 AG1415;                    North         East     Units Scale Factor Converg.
 AG1415;SPC FL W     -   395,816.267   159,146.766   MT  0.99996177   -0 11 39.2
 AG1415;SPC FL W     - 1,298,607.20    522,134.01   sFT  0.99996177   -0 11 39.2
 AG1415;UTM  17      - 3,087,548.859   360,744.810   MT  0.99983935   -0 39 44.5
 AG1415
 AG1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1415!SPC FL W     -   1.00000381  x   0.99996177  =   0.99996558
 AG1415!UTM  17      -   1.00000381  x   0.99983935  =   0.99984316
 AG1415
 AG1415                          SUPERSEDED SURVEY CONTROL
 AG1415
 AG1415  NAD 83(1986)-  27 54 20.12096(N)    082 24 54.00209(W) AD(       ) 3
 AG1415  NAD 27      -  27 54 19.04138(N)    082 24 54.67075(W) AD(       ) 3
 AG1415
 AG1415.Superseded values are not recommended for survey control.
 AG1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1415.See file dsdata.txt to determine how the superseded data were derived.
 AG1415
 AG1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6074587549(NAD 83)
 AG1415_MARKER: S = SPIKE
 AG1415_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AG1415_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AG1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1415+STABILITY: SURFACE MOTION
 AG1415
 AG1415  HISTORY     - Date     Condition        Report By
 AG1415  HISTORY     - 1908     MONUMENTED       USE
 AG1415  HISTORY     - 1926     GOOD             CGS
 AG1415  HISTORY     - 1941     SEE DESCRIPTION  CGS
 AG1415
 AG1415                          STATION DESCRIPTION
 AG1415
 AG1415'DESCRIBED BY US ENGINEERS 1908 (WBF)
 AG1415'ON A SANDY, GRASSY POINT ON THE E SIDE OF HILLSBOROUGH BAY
 AG1415'ABOUT 1-1/2 MILES S OF DULANEYS CREEK AND ABOUT 80 METERS FROM
 AG1415'HIGH-WATER MARK.  THE STATION IS BETWEEN TWO ROUND PONDS, ONE
 AG1415'ABOUT 100 METERS N AND THE OTHER ABOUT 150 METERS S, THE
 AG1415'LATTER BEING CONNECTED WITH THE BAY BY A DEEP, NARROW SLOUGH ON
 AG1415'THE N EDGE OF WHICH 10 METERS FROM HIGH-WATER MARK IS THE
 AG1415'UNITED STATES ENGINEERS STATION BALL.  THERE ARE THREE TALL
 AG1415'PALMETTOS ON THE POINT, THE NEAREST OR N ONE ABOUT 100 METERS
 AG1415'DISTANT AND THE FARTHEST OR S ONE 250 METERS DISTANT.  THERE
 AG1415'ARE NO OTHER TREES NEAR THE STATION, THE EDGE OF THE PINES
 AG1415'BEING ABOUT 600 METERS DISTANT.  THE SURFACE STATION MARK
 AG1415'IS A 4-INCH TILE FILLED WITH CONCRETE WITH A SPIKE IN THE
 AG1415'CENTER OF THE TOP, SET FLANGE DOWN IN A MASS OF CONCRETE
 AG1415'ABOUT 20 INCHES SQUARE (OR 20 INCHES IN DIAMETER) AND ABOUT 2
 AG1415'FEET DEEP, WITH THE TOP PROJECTING A FEW INCHES ABOVE THE
 AG1415'SURFACE.  ON THE SURFACE OF THE CONCRETE IS INSCRIBED C.
 AG1415'AND G.S., WITH THE YEAR IN WHICH THE MARK WAS SET.  THE
 AG1415'UNDERGROUND STATION MARK IS A CONCRETE POST 8 INCHES IN
 AG1415'DIAMETER AND 2-1/2 FEET LONG WITH A SPIKE IN THE CENTER OF THE
 AG1415'TOP, SET 2 OR 3 FEET BELOW THE SURFACE OF THE GROUND.  THE
 AG1415'SURFACE REFERENCE MARK A CONCRETE POST ABOUT 10 INCHES
 AG1415'SQUARE (OR 10 INCHES IN DIAMETER) AND 24 INCHES LONG, WITH A
 AG1415'SPIKE IN THE CENTER OF THE TOP WHICH PROJECTS A LITTLE ABOVE THE
 AG1415'SURFACE, IS 17.92 METERS FROM THE STATION N 36 DEG 41 MIN E.
 AG1415'NO UNDERGROUND MARK WAS USED.
 AG1415
 AG1415                          STATION RECOVERY (1926)
 AG1415
 AG1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RLS)
 AG1415'STATION RECOVERED AS DESCRIBED, A U.S.E.D. OBSERVING STAND
 AG1415'SURMOUNTING THE MARK.
 AG1415'
 AG1415'REFERENCE MARK RECOVERED IN GOOD CONDITION.  THIS WAS USED AS
 AG1415'TRIANGULATION STATION AND COMPUTED AND USED AS BALL 2.
 AG1415
 AG1415                          STATION RECOVERY (1941)
 AG1415
 AG1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC)
 AG1415'THE STATION IS ON THE E SIDE OF HILLSBOROUGH BAY, DIRECTLY E OF
 AG1415'BLACK POINT ON THE SAND AND GRASS FLATS, ABOUT 63 METERS S OF A
 AG1415'DRAINAGE DITCH, ABOUT 155 METERS ENE OF A FISH HOUSE, 25.3
 AG1415'METERS TO A 18-FOOT HIGH LIVE OAK TREE S OF THE STATION, 55.6
 AG1415'METERS TO A LONE 25-FOOT HIGH PALM WITH A TRIANGULAR BLAZE ON
 AG1415'IT ENE OF THE STATION, 30 METERS W OF A Y IN THE SAND TRAIL.
 AG1415'THE STATION HAS BEEN RE-MARKED, THE UNDERGROUND MARK WAS NOT
 AG1415'VERIFIED BY THIS PARTY.
 AG1415'
 AG1415'STATION MARK IS A 24-INCH SQUARE BLOCK OF CONCRETE, WITH A 2-INCH
 AG1415'IRON PIPE IN THE CENTER EXTENDING 5 INCHES ABOVE THE CONCRETE,
 AG1415'INSCRIBED IN THE CONCRETE AROUND THE PIPE, U.S.E.  RE-BALL,
 AG1415'1925.  THE MONUMENT IS SET FLUSH WITH THE GROUND.  PIECES
 AG1415'OF THE ORIGINAL MONUMENT OF 1908 WITH THE TILE STILL
 AG1415'INTACT IN THE CEMENT WERE AROUND THE GROUND.
 AG1415'
 AG1415'REFERENCE MARK BALL NO.1, 1908 WHICH WAS THE STATION BALL NO.
 AG1415'2, 1926, IS 18.2 METERS FROM THE STATION, AZIMUTH COMPASS
 AG1415'BEARING N 36 DEG E, A 12-INCH SQUARE CONCRETE POST, WITH A 4-INCH
 AG1415'TILE IN THE CENTER SET FLUSH WITH THE CEMENT, WITH A NAIL IN
 AG1415'THE CENTER OF THE TILE ALSO FLUSH WITH THE CONCRETE, THE
 AG1415'MONUMENT IS FLUSH WITH THE GROUND.  AN ARROW IS INSCRIBED IN
 AG1415'THE CONCRETE POINTING TOWARD THE STATION.
 AG1415'
 AG1415'NOTE.--THIS DISTANCE DOES NOT CHECK THE DISTANCE 17.92 METERS
 AG1415'OF THE 1908 DESCRIPTION, PROBABLY FAILURE TO GET THE NEW
 AG1415'STATION COMPLETELY CENTERED.  REFERENCE MARK BALL NO.2, 1908 -
 AG1415'1926 IS A STANDARD REFERENCE MARK DISK STAMPED AS NAMED, SET IN
 AG1415'THE TOP OF A 6-INCH SQUARE CONCRETE POST EXTENDING 3 INCHES
 AG1415'ABOVE THE GROUND, 40.85 METERS FROM THE STATION, AZIMUTH
 AG1415'COMPASS BEARING N 8 DEG W.  THE MARK IS 5 FEET S OF THE CENTER
 AG1415'LINE OF A SAND TRAIL.
 AG1415'
 AG1415'THE STATION CAN BE REACHED FROM THE SE END OF THE 22ND STREET
 AG1415'CAUSEWAY BRIDGE BY DRIVING E TO 50TH STREET (U.S. HIGHWAY 541) A
 AG1415'DISTANCE OF 2.7 MILES.  DRIVE S ON 50TH STREET 1.1 MILES TO A
 AG1415'TRAIL ON THE S SIDE OF A DRAINAGE DITCH, TURN W THROUGH A GATE
 AG1415'AND FOLLOW SAND TRAIL 0.9 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1417 ***********************************************************************
 AG1417  DESIGNATION -  BALL 2 1926
 AG1417  PID         -  AG1417
 AG1417  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1417  USGS QUAD   -  TAMPA (1995)
 AG1417
 AG1417                         *CURRENT SURVEY CONTROL
 AG1417  ___________________________________________________________________
 AG1417* NAD 83(1990)-  27 54 20.57668(N)    082 24 53.58722(W)     ADJUSTED  
 AG1417* NAVD 88     -         0.83   (+/-2cm)       2.7    (feet)  VERTCON   
 AG1417  ___________________________________________________________________
 AG1417  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AG1417  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AG1417
 AG1417  HORZ ORDER  -  THIRD
 AG1417  VERT ORDER  -  THIRD ? (See Below)
 AG1417
 AG1417.The horizontal coordinates were established by classical geodetic methods
 AG1417.and adjusted by the National Geodetic Survey in May 1991..
 AG1417
 AG1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG1417.The vertical order pertains to the NGVD 29 superseded value.
 AG1417
 AG1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1417
 AG1417.The geoid height was determined by GEOID03.
 AG1417
 AG1417;                    North         East     Units Scale Factor Converg.
 AG1417;SPC FL W     -   395,830.350   159,157.839   MT  0.99996176   -0 11 39.0
 AG1417;SPC FL W     - 1,298,653.41    522,170.34   sFT  0.99996176   -0 11 39.0
 AG1417;UTM  17      - 3,087,562.849   360,755.997   MT  0.99983931   -0 39 44.3
 AG1417
 AG1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1417!SPC FL W     -   1.00000379  x   0.99996176  =   0.99996555
 AG1417!UTM  17      -   1.00000379  x   0.99983931  =   0.99984310
 AG1417
 AG1417:                Primary Azimuth Mark                     Grid Az
 AG1417:SPC FL W     -  BALLAST POINT TANK LAST                  254 59 01.8
 AG1417:UTM  17      -  BALLAST POINT TANK LAST                  255 27 07.1
 AG1417
 AG1417|---------------------------------------------------------------------|
 AG1417| PID    Reference Object                     Distance      Geod. Az  |
 AG1417|                                                           dddmmss.s |
 AG1417| AG1348 BALLAST POINT TANK LAST             APPROX. 6.8 KM 2544722.8 |
 AG1417| AG1411 WIRE                                APPROX. 4.4 KM 2942901.8 |
 AG1417| AG1380 LESS                                APPROX. 4.3 KM 2942901.0 |
 AG1417| AG1358 WEATHER BUREAU TOWER                APPROX. 4.3 KM 3062634.7 |
 AG1417| AG1361 JERVEY USE 1926                     APPROX. 3.9 KM 3092617.6 |
 AG1417| AG1453 TAMPA ELECTRIC CO W STACK           APPROX. 6.2 KM 3135115.8 |
 AG1417| AG1350 TAMPA ELECTRIC PWRHSE STACK         APPROX. 6.2 KM 3140159.7 |
 AG1417| AG1437 TAMPA CITY HALL DOME FLAGPOLE       APPROX. 6.2 KM 3180717.6 |
 AG1417| AG1376 MAC                                 APPROX. 4.5 KM 3225106.8 |
 AG1417| AG1429 TAMPA HENDERSON AVE MUN TANK        APPROX. 7.2 KM 3255401.2 |
 AG1417| AG1360 TAMPA MUN GAS CO TANK               APPROX. 6.5 KM 3311920.5 |
 AG1417| AG1362 TAMPA 21ST AVE MUN TANK             APPROX. 7.8 KM 3375441.2 |
 AG1417| AG1435 TAMPA SCHWAB DAVIS DOUBLE TANK      APPROX. 7.1 KM 3383942.3 |
 AG1417| AG1424 TAMPA SALVADOR RODRIGUEZ TANK       APPROX. 6.0 KM 3403407.8 |
 AG1417|---------------------------------------------------------------------|
 AG1417
 AG1417                          SUPERSEDED SURVEY CONTROL
 AG1417
 AG1417  NAD 83(1986)-  27 54 20.57967(N)    082 24 53.59891(W) AD(       ) 3
 AG1417  NAD 27      -  27 54 19.50021(N)    082 24 54.26749(W) AD(       ) 3
 AG1417  NGVD 29 (07/19/86)    1.10   (m)            3.6    (f) LEVELING    3  
 AG1417
 AG1417.Superseded values are not recommended for survey control.
 AG1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1417.See file dsdata.txt to determine how the superseded data were derived.
 AG1417
 AG1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6075687563(NAD 83)
 AG1417_MARKER: N = NAIL
 AG1417_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AG1417_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AG1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1417+STABILITY: SURFACE MOTION
 AG1417
 AG1417  HISTORY     - Date     Condition        Report By
 AG1417  HISTORY     - 1926     MONUMENTED       USE
 AG1417  HISTORY     - 1941     GOOD             CGS
 AG1417  HISTORY     - 1946     GOOD             CGS
 AG1417  HISTORY     - 1957     MARK NOT FOUND   CGS
 AG1417
 AG1417                          STATION DESCRIPTION
 AG1417
 AG1417'DESCRIBED BY US ENGINEERS 1926 (RLS)
 AG1417'STATION IS THE REFERENCE MARK OF BALL W.B.F. 1908, AS
 AG1417'DESCRIBED, WHICH WAS RECOVERED IN GOOD CONDITION.
 AG1417
 AG1417                          STATION RECOVERY (1941)
 AG1417
 AG1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC)
 AG1417'THIS STATION IS IDENTICAL WITH REFERENCE MARK NO.1 BALL 1908,
 AG1417'SEE RECOVERY DESCRIPTION 1941 OF BALL 1908 FOR DESCRIPTION OF
 AG1417'THIS STATION.
 AG1417
 AG1417                          STATION RECOVERY (1946)
 AG1417
 AG1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GEM)
 AG1417'STATION RECOVERED.  IT IS ON THE E SIDE OF HILLSBOROUGH BAY,
 AG1417'DIRECTLY E OF BLACK POINT, ON THE SAND AND GRASS FLATS, ABOUT
 AG1417'160 FEET S OF A DRAINAGE DITCH THAT HAS BEEN BLOCKED OFF JUST
 AG1417'N OF THE STATION BY A CAR TRAIL TO THE POINT, ABOUT 155 METERS
 AG1417'ENE OF A FISH HOUSE.  IT IS ABOUT 210 FEET E OF A PAIR OF
 AG1417'WOODEN ELECTRIC POLES THAT NO LONGER HAVE WIRES ON THEM.  A
 AG1417'LONE PALM WITH A TRIANGULAR BLAZE IS 135 FEET ENE OF THE
 AG1417'STATION.  A SMALL LONE LIVE OAK IS 127 FEET S OF THE STATION.
 AG1417'
 AG1417'STATION MARK IS A NAIL IMBEDDED IN CONCRETE IN A 4-INCH TILE
 AG1417'SET FLUSH IN A 12-INCH SQUARE CONCRETE POST.
 AG1417'
 AG1417'REFERENCE MARK IS A BRONZE DISK, STAMPED NO 2 BALL 1908 1926,
 AG1417'CEMENTED IN 6-INCH CONCRETE POST PROJECTING 3 INCHES ABOVE
 AG1417'GROUND.  IT IS N OF THE STATION 40.85 METERS.
 AG1417'
 AG1417'A 2-INCH IRON PIPE PROJECTING 5 INCHES IS IMBEDDED IN A SLAB
 AG1417'OF CONCRETE 32 INCHES IN DIAMETER.  THE CEMENT IS INSCRIBED
 AG1417'USED RE-BALL 1925.  IT IS 59-1/2 FEET SSW OF THE STATION.
 AG1417'
 AG1417'THE STATION CAN BE REACHED FROM THE SE END OF THE 22ND STREET
 AG1417'CAUSEWAY BRIDGE BY DRIVING E TO 50TH STREET (U.S. HIGHWAY 541), A
 AG1417'DISTANCE OF 2.7 MILES.  DRIVE S ON 50TH STREET 1.1 MILES TO A
 AG1417'TRAIL ON THE S SIDE OF A DRAINAGE DITCH, TURN W THROUGH A GATE
 AG1417'AND FOLLOW SAND TRAIL 0.9 MILE TO THE STATION.
 AG1417
 AG1417                          STATION RECOVERY (1957)
 AG1417
 AG1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (ALW)
 AG1417'NOT RECOVERED.  THE AREA WAS SEARCHED BUT NO EVIDENCE OF THE
 AG1417'MARKS WERE FOUND.  THE DESCRIPTION NO LONGER FITS THE AREA.  NONE
 AG1417'OF THE REFERENCE POINTS ARE IN PLACE AT THIS DATE.  THE
 AG1417'STATION IS PROBABLY IN PLACE BUT COULD BE RECOVERED BY MORE
 AG1417'EXTENSIVE METHODS ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1286 ***********************************************************************
 AA1286  DESIGNATION -  BALLAST KEY PALM TREE
 AA1286  PID         -  AA1286
 AA1286  STATE/COUNTY-  FL/MONROE
 AA1286  USGS QUAD   -  COTTRELL KEY (1972)
 AA1286
 AA1286                         *CURRENT SURVEY CONTROL
 AA1286  ___________________________________________________________________
 AA1286* NAD 83(1990)-  24 31 31.00083(N)    081 57 48.92939(W)     ADJUSTED  
 AA1286* NAVD 88     -                                                        
 AA1286  ___________________________________________________________________
 AA1286  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA1286  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AA1286
 AA1286  HORZ ORDER  -  THIRD
 AA1286
 AA1286.The horizontal coordinates were established by classical geodetic methods
 AA1286.and adjusted by the National Geodetic Survey in May 1991..
 AA1286
 AA1286
 AA1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1286
 AA1286.The geoid height was determined by GEOID03.
 AA1286
 AA1286;                    North         East     Units Scale Factor Converg.
 AA1286;SPC FL E     -    21,600.240   102,357.635   MT  1.00005888   -0 24 00.0
 AA1286;SPC FL E     -    70,866.79    335,818.34   sFT  1.00005888   -0 24 00.0
 AA1286;UTM  17      - 2,712,724.852   402,390.950   MT  0.99971767   -0 24 00.0
 AA1286
 AA1286                          SUPERSEDED SURVEY CONTROL
 AA1286
 AA1286  NAD 83(1986)-  24 31 31.00919(N)    081 57 48.92062(W) AD(       ) 4
 AA1286  NAD 27      -  24 31 29.46943(N)    081 57 49.56467(W) AD(       ) 3
 AA1286
 AA1286.Superseded values are not recommended for survey control.
 AA1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1286.See file dsdata.txt to determine how the superseded data were derived.
 AA1286
 AA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH0239112725(NAD 83)
 AA1286
 AA1286  HISTORY     - Date     Condition        Report By
 AA1286  HISTORY     - 1956     FIRST OBSERVED   CGS
 AA1286
 AA1286                          STATION DESCRIPTION
 AA1286
 AA1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JCP)
 AA1286'STATION IS A PALM TREE AT THE EXTREME NE END OF BALLAST KEY,
 AA1286'APPROXIMATELY 9.1 NAU. MI. FROM KEY WEST LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG8661 ***********************************************************************
 AG8661  DESIGNATION -  BALM
 AG8661  PID         -  AG8661
 AG8661  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8661  USGS QUAD   -  RIVERVIEW (1987)
 AG8661
 AG8661                         *CURRENT SURVEY CONTROL
 AG8661  ___________________________________________________________________
 AG8661* NAD 83(1990)-  27 46 13.22712(N)    082 19 13.72719(W)     ADJUSTED  
 AG8661* NAVD 88     -        24.08   (+/-2cm)      79.0    (feet)  VERTCON   
 AG8661  ___________________________________________________________________
 AG8661  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AG8661  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AG8661
 AG8661  HORZ ORDER  -  FIRST
 AG8661  VERT ORDER  -  THIRD ? (See Below)
 AG8661
 AG8661.The horizontal coordinates were established by classical geodetic methods
 AG8661.and adjusted by the National Geodetic Survey in May 1991..
 AG8661
 AG8661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8661.The vertical order pertains to the NGVD 29 superseded value.
 AG8661
 AG8661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG8661
 AG8661.The geoid height was determined by GEOID03.
 AG8661
 AG8661;                    North         East     Units Scale Factor Converg.
 AG8661;SPC FL W     -   380,801.370   168,412.196   MT  0.99995349   -0 08 57.6
 AG8661;SPC FL W     - 1,249,345.83    552,532.35   sFT  0.99995349   -0 08 57.6
 AG8661;UTM  17      - 3,072,460.945   369,886.314   MT  0.99980896   -0 36 55.2
 AG8661
 AG8661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8661!SPC FL W     -   1.00000014  x   0.99995349  =   0.99995363
 AG8661!UTM  17      -   1.00000014  x   0.99980896  =   0.99980910
 AG8661
 AG8661:                Primary Azimuth Mark                     Grid Az
 AG8661:SPC FL W     -  BALM AZ MK                               092 54 46.8
 AG8661:UTM  17      -  BALM AZ MK                               093 22 44.4
 AG8661
 AG8661|---------------------------------------------------------------------|
 AG8661| PID    Reference Object                     Distance      Geod. Az  |
 AG8661|                                                           dddmmss.s |
 AG8661| AG8662 BALM AZ MK                          416.126 METERS 0924549.2 |
 AG8661| CR8102 BALM RM 1                            23.899 METERS 11408     |
 AG8661| CR8103 BALM RM 2                            24.625 METERS 22909     |
 AG8661|---------------------------------------------------------------------|
 AG8661
 AG8661                          SUPERSEDED SURVEY CONTROL
 AG8661
 AG8661  NAD 83(1986)-  27 46 13.23151(N)    082 19 13.74651(W) AD(       ) 1
 AG8661  NGVD 29 (06/09/89)   24.36   (m)           79.9    (f) LEVELING    3  
 AG8661
 AG8661.Superseded values are not recommended for survey control.
 AG8661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8661.See file dsdata.txt to determine how the superseded data were derived.
 AG8661
 AG8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6988672461(NAD 83)
 AG8661_MARKER: DS = TRIANGULATION STATION DISK
 AG8661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AG8661_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8661+STABILITY: SURFACE MOTION
 AG8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8661+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2002
 AG8661
 AG8661  HISTORY     - Date     Condition        Report By
 AG8661  HISTORY     - 1984     MONUMENTED       FL-057
 AG8661  HISTORY     - 20020316 GOOD             PICKET
 AG8661
 AG8661                          STATION DESCRIPTION
 AG8661
 AG8661'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8661'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH NORTHWEST
 AG8661'OF WINAUMA AND 4 MILES EAST OF APOLLO BEACH.
 AG8661'
 AG8661'TO REACH THE STATION FROM THE INTERSECTION OF U.S 301 AND COUNTY ROAD
 AG8661'672(BALM ROAD),GO EAST ON COUNTY ROAD 672 FOR 1.0 MILES TO THE
 AG8661'ENTRANCE TO THE HILLSBOROUGH CORRECTIONAL INSTITUTE.  THE STATION IS
 AG8661'IN THE NORTHWEST CORNER OF THE INTERSECTION.
 AG8661'
 AG8661'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BALM 1984---SET
 AG8661'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 3 INCHES
 AG8661'BELOW THE GROUND, LOCATED 88.9 FEET NORTH OF THE CENTERLINE OF COUNTY
 AG8661'ROAD 672(BALM ROAD), 94.6 FEET NORTHEAST OF A POWER AND TELEPHONE POLE
 AG8661'NUMBERED 16-1/2, 105.2 FEET WEST OF THE CENTERLINE OF THE ENTRANCE
 AG8661'TO THE CORRECTIONAL INSTITUTE, 79.6 FEET NORTHWEST OF THE NORTH
 AG8661'1 OF 2 SIGN POSTS, 4.1 FEET SOUTH OF A METAL WITNESS POST.  THE
 AG8661'UNDERGROUND MARK IS A STANDARD H.C.E.D. DISK IN AN IRREGULAR MASS OF
 AG8661'CONCRETE 3.0 FEET BELOW THE SURFACE OF THE GROUND.
 AG8661'
 AG8661'REFERENCE MARK NUMBER 1 IS A STANDARD H.C.E.D. DISK STAMPED---BALM
 AG8661'NO. 1 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 AG8661'RECESSED 3 INCHES BELOW THE GROUND, LOCATED 35.5 FEET NORTHEAST OF A
 AG8661'FIRE HYDRANT, 34.0 FEET WEST OF THE CENTERLINE OF THE ENTRANCE TO THE
 AG8661'CORRECTIONAL INSTITUTE, 15.1 FEET WEST NORTHWEST OF A LIGHT POLE,
 AG8661'2.9 FEET NORTH OF A METAL WITNESS POST.
 AG8661'
 AG8661'REFERENCE MARK NUMBER 2 IS A STANDARD H.C.E.D. DISK STAMPED---BALM
 AG8661'NO. 2 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 AG8661'FLUSH WITH THE GROUND, LOCATED 36.4 FEET NORTH OF THE CENTERLINE OF
 AG8661'COUNTY ROAD 672(BALM ROAD), 13.8 FEET NORTHEAST OF A POWER AND
 AG8661'TELEPHONE POLE NUMBERED 16-1/2, 13.5 FEET NORTHEAST OF A METAL
 AG8661'WITNESS POST, 12.6 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 AG8661'DITCH.
 AG8661'
 AG8661'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---BALM AZ MARK
 AG8661'1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED
 AG8661'2 INCHES BELOW THE GROUND, LOCATED 55.3 FEET NORTHEAST OF A TELEPHONE
 AG8661'POLE NUMBERED 304/22 WITH THREE GUY ANCHORS, 17.5 FEET NORTH OF THE
 AG8661'CENTERLINE OF COUNTY ROAD 672(BALM ROAD), 9 FEET SOUTH OF A POWER
 AG8661'AND TELEPHONE POLE NUMBER 21 WITH TWO GUY ANCHORS, 8.2 FEET SOUTH OF
 AG8661'A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 AG8661'GO EAST ON COUNTY ROAD 672 FOR 0.2 MILES TO THE AZIMUTH STATION ON
 AG8661'THE LEFT.
 AG8661
 AG8661                          STATION RECOVERY (2002)
 AG8661
 AG8661'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (JM)
 AG8661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1446 ***********************************************************************
 AA1446  DESIGNATION -  BAMBOO KEY BEACON 7
 AA1446  PID         -  AA1446
 AA1446  STATE/COUNTY-  FL/MONROE
 AA1446  USGS QUAD   -  BAMBOO KEY (1972)
 AA1446
 AA1446                         *CURRENT SURVEY CONTROL
 AA1446  ___________________________________________________________________
 AA1446* NAD 83(1990)-  24 46 19.57342(N)    081 01 51.60331(W)     ADJUSTED  
 AA1446* NAVD 88     -                                                        
 AA1446  ___________________________________________________________________
 AA1446  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AA1446  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AA1446
 AA1446  HORZ ORDER  -  THIRD
 AA1446
 AA1446.The horizontal coordinates were established by classical geodetic methods
 AA1446.and adjusted by the National Geodetic Survey in May 1991..
 AA1446
 AA1446
 AA1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1446
 AA1446.The geoid height was determined by GEOID03.
 AA1446
 AA1446;                    North         East     Units Scale Factor Converg.
 AA1446;SPC FL E     -    48,598.458   196,864.891   MT  0.99994130   -0 00 46.8
 AA1446;SPC FL E     -   159,443.44    645,880.90   sFT  0.99994130   -0 00 46.8
 AA1446;UTM  17      - 2,739,713.858   496,865.961   MT  0.99960012   -0 00 46.8
 AA1446
 AA1446                          SUPERSEDED SURVEY CONTROL
 AA1446
 AA1446  NAD 83(1986)-  24 46 19.57131(N)    081 01 51.59317(W) AD(       ) 4
 AA1446  NAD 27      -  24 46 18.07069(N)    081 01 52.33407(W) AD(       ) 3
 AA1446
 AA1446.Superseded values are not recommended for survey control.
 AA1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1446.See file dsdata.txt to determine how the superseded data were derived.
 AA1446
 AA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9686639714(NAD 83)
 AA1446_MARKER: 14 = NAVIGATION LIGHT
 AA1446
 AA1446  HISTORY     - Date     Condition        Report By
 AA1446  HISTORY     - 1935     FIRST OBSERVED   CGS
 AA1446  HISTORY     - 1936     GOOD             CGS
 AA1446
 AA1446                          STATION DESCRIPTION
 AA1446
 AA1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 AA1446'STATION IS A THREE-PILE STRUCTURE SURMOUNTED BY A LANTERN BOX
 AA1446'AND LIGHT WITH FINGER SHOWING WHICH SIDE IT IS TO BE PASSED.  ODD
 AA1446'NUMBERS ARE PAINTED BLACK AND EVEN RED.
 AA1446
 AA1446                          STATION RECOVERY (1936)
 AA1446
 AA1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AA1446'BEACON LEFT INTACT BY HURRICANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1447 ***********************************************************************
 AA1447  DESIGNATION -  BAMBOO RESET
 AA1447  PID         -  AA1447
 AA1447  STATE/COUNTY-  FL/MONROE
 AA1447  USGS QUAD   -  BAMBOO KEY (1972)
 AA1447
 AA1447                         *CURRENT SURVEY CONTROL
 AA1447  ___________________________________________________________________
 AA1447* NAD 83(1990)-  24 45 20.99745(N)    081 00 12.99602(W)     ADJUSTED  
 AA1447* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AA1447  ___________________________________________________________________
 AA1447  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AA1447  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AA1447
 AA1447  HORZ ORDER  -  THIRD
 AA1447
 AA1447.The horizontal coordinates were established by classical geodetic methods
 AA1447.and adjusted by the National Geodetic Survey in May 1991..
 AA1447
 AA1447.The orthometric height was scaled from a topographic map.
 AA1447
 AA1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1447
 AA1447.The geoid height was determined by GEOID03.
 AA1447
 AA1447;                    North         East     Units Scale Factor Converg.
 AA1447;SPC FL E     -    46,795.874   199,634.874   MT  0.99994118   -0 00 05.4
 AA1447;SPC FL E     -   153,529.46    654,968.75   sFT  0.99994118   -0 00 05.4
 AA1447;UTM  17      - 2,737,911.889   499,634.999   MT  0.99960000   -0 00 05.4
 AA1447
 AA1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1447!SPC FL E     -   1.00000344  x   0.99994118  =   0.99994462
 AA1447!UTM  17      -   1.00000344  x   0.99960000  =   0.99960344
 AA1447
 AA1447:                Primary Azimuth Mark                     Grid Az
 AA1447:SPC FL E     -  STIRRUP KEY 1857                         249 54 39.2
 AA1447:UTM  17      -  STIRRUP KEY 1857                         249 54 39.2
 AA1447
 AA1447|---------------------------------------------------------------------|
 AA1447| PID    Reference Object                     Distance      Geod. Az  |
 AA1447|                                                           dddmmss.s |
 AA1447| AA1460 STIRRUP KEY 1857                    APPROX. 4.1 KM 2495433.8 |
 AA1447|---------------------------------------------------------------------|
 AA1447
 AA1447                          SUPERSEDED SURVEY CONTROL
 AA1447
 AA1447  NAD 83(1986)-  24 45 20.99537(N)    081 00 12.98647(W) AD(       ) 3
 AA1447  NAD 27      -  24 45 19.49019(N)    081 00 13.72623(W) AD(       ) 3
 AA1447
 AA1447.Superseded values are not recommended for survey control.
 AA1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1447.See file dsdata.txt to determine how the superseded data were derived.
 AA1447
 AA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9963537912(NAD 83)
 AA1447_MARKER: Z = SEE DESCRIPTION
 AA1447_SETTING: 66 = SET IN ROCK OUTCROP
 AA1447_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AA1447
 AA1447  HISTORY     - Date     Condition        Report By
 AA1447  HISTORY     - 1934     MONUMENTED       CGS
 AA1447  HISTORY     - 1909     GOOD             CGS
 AA1447  HISTORY     - 1935     SEE DESCRIPTION  CGS
 AA1447  HISTORY     - 1936     GOOD             CGS
 AA1447  HISTORY     - 1966     GOOD             CGS
 AA1447  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AA1447  HISTORY     - 1976     SEE DESCRIPTION  NGS
 AA1447
 AA1447                          STATION DESCRIPTION
 AA1447
 AA1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 AA1447'STATION IS ON THE NW SIDE OF BAMBOO KEY, 3 METERS FROM THE
 AA1447'WATER.  THE KEY ON THIS SIDE IS BARE CORAL ROCK, WITH PATCHES
 AA1447'OF SOIL, AND IS WATERWORN.  IN 1909 THE IRON CONE MARKING THE
 AA1447'STATION WAS RECOVERED, AND THE EARTH REMOVED FROM AROUND
 AA1447'IT.  A 1-INCH IRON PIN, 16 INCHES LONG, WAS THEN PLACED IN
 AA1447'THE CENTER OF THE CONE, AND THE HOLE IN WHICH THE CONE WAS
 AA1447'FOUND WAS FILLED WITH CEMENT IN THE SURFACE OF WHICH THE
 AA1447'LETTERS U.S.C. AND G.S. WERE ROUGHLY TRACED.  THREE IRON PINS
 AA1447'SIMILAR TO THE ONE AT THE CENTER WERE DRIVEN IN AROUND THE
 AA1447'STATION AT THE FOLLOWING DISTANCES AND BEARINGS--1.42
 AA1447'METERS, N 55 DEG 28 MIN E.  3.12 METERS, S 24 DEG 59 MIN E.  2.85
 AA1447'METERS, S 53 DEG 58 MIN W.
 AA1447
 AA1447                          STATION RECOVERY (1935)
 AA1447
 AA1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 AA1447'STATION WAS RECOVERED FROM THE 1909 DESCRIPTION.  STATION MARK
 AA1447'AND THREE IRON PIN REFERENCE MARKS IN GOOD CONDITION.  DISTANCES
 AA1447'REMEASURED AND FOUND TO AGREE EXACTLY WITH 1909
 AA1447'DISTANCES.  AZIMUTH NOT CHECKED, BUT ARE APPROXIMATELY CORRECT.
 AA1447'
 AA1447'THE STATION WAS RE-MARKED AS FOLLOWS--THE ROCK AT THE BASE OF
 AA1447'THE IRON PIN WAS CHIPPED AND A CONCRETE POST 12 INCHES IN
 AA1447'DIAMETER POURED AROUND IT.  A STANDARD DISK WAS SET ATOP THE PIN
 AA1447'AND THE CONCRETE BROUGHT UP FLUSH WITH THE TOP OF THE DISK.  THE
 AA1447'WHOLE PROJECTS 6 INCHES.
 AA1447'
 AA1447'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  STANDARD BRONZE
 AA1447'DISKS SET IN OUTCROPPING BEDROCK.
 AA1447'
 AA1447'NEW DESCRIPTION--STATION IS LOCATED ON BAMBOO KEY A SMALL
 AA1447'ROCKY KEY IN FLORIDA BAY ABOUT 1 MILE W OF CRAWL KEY POINT.  IT
 AA1447'IS ON THE NW SECTION OF THE KEY, 2 METERS FROM HIGH WATER IN
 AA1447'RAGGED ROCK.
 AA1447'
 AA1447'REFERENCE MARK NO. 1 IS TO THE NNW 1 METER FROM HIGH
 AA1447'WATER.  REFERENCE MARK NO. 2 IS TO THE NNE 1.5 METERS FROM
 AA1447'HIGH WATER.  BOTH ARE SET FLUSH IN CONCRETE.
 AA1447'
 AA1447'A 40-FOOT SIGNAL WAS BUILT OVER THE STATION.
 AA1447
 AA1447                          STATION RECOVERY (1936)
 AA1447
 AA1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AA1447'STATION RECOVERED IN 1936.  STATION AND REFERENCE MARKS IN
 AA1447'GOOD CONDITION.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT, FOR
 AA1447'CRAWL KEY POINT SUBSTITUTE BURNT POINT.
 AA1447
 AA1447                          STATION RECOVERY (1966)
 AA1447
 AA1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 AA1447'STATION MARK, REFERENCE MARK NO. 2 AND THE THREE IRON PINS
 AA1447'RECOVERED IN GOOD CONDITION EXCEPT FOR THE IRON PINS BEING
 AA1447'RUSTY.  R.M. NO. 1 COULD NOT BE FOUND.  IT PROBABLY HAS BEEN
 AA1447'WASHED OUT.
 AA1447'
 AA1447'THE STATION DISK IS STAMPED BAMBOO 1857-1934.  THE REFERENCE
 AA1447'MARK IS STAMPED BAMBOO R M 2 1857-1934.
 AA1447'
 AA1447'THE 1935 DESCRIPTION BY E.R.M. IS ADEQUATE.
 AA1447
 AA1447                          STATION RECOVERY (1972)
 AA1447
 AA1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCV)
 AA1447'STATION DISK REMOVED, BUT IRON PIN WITH CONCRETE COLLAR STILL IN
 AA1447'PLACE.  R.M. 2 AND 3 IRON PINS RECOVERED IN GOOD CONDITION EXCEPT
 AA1447'FOR THE PINS BEING RUSTY.  DISTANCES TO RM 2 AND 3 PINS
 AA1447'VERIFIED.  RECOVERY NOTE BY E.R.M., 1935 AND W.H.S., 1966 ARE
 AA1447'HELPFUL IN RECOVERY.
 AA1447
 AA1447                          STATION RECOVERY (1976)
 AA1447
 AA1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AA1447'THE STATION MARK DISK HAS BEEN KNOCKED OUT OF THE CONCRETE, A
 AA1447'STEEL PIN BENT OVER SURROUNDED BY CONCRETE WAS RECOVERED,
 AA1447'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK
 AA1447'1 HAS BEEN DESTROYED.  THE STEEL PIN USED FOR REFERENCE MARKS
 AA1447'WERE RECOVERED IN FAIR CONDITION, REFERENCE MARK 3 WAS
 AA1447'ESTABLISHED AT THIS TIME.  THE STATION MARK SHOULD BE REBUILT
 AA1447'AND MARKED BY A STANDARD DISK SOMETIME IN THE NEAR FUTURE,
 AA1447'STATION WILLIE 1857 1909 IS VISIBLE FROM TRIPOD, THIS IS A
 AA1447'BOAT STATION AND TIME DIDNT ALLOW ME TO RESET THE STATION.
 AA1447'
 AA1447'STATION IS LOCATED ON THE NORTHWEST CORNER OF BAMBOO KEY, ABOUT
 AA1447'9 MILES NORTHEAST OF MARATHON AND ABOUT 1 MILE WEST-SOUTHWEST
 AA1447'OF BURNT POINT.
 AA1447'
 AA1447'THE STATION WAS REACHED BY BOAT.
 AA1447'
 AA1447'STATION IS MARKED BY A STEEL PIN BENT OVER AND IS SURROUNDED
 AA1447'BY CONCRETE, THE POINT USED WAS THE HIGHEST POINT OF PIN.
 AA1447'
 AA1447'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 AA1447'CORAL ROCK FLUSH WITH THE GROUND AND IS STAMPED BAMBOO RM 2
 AA1447'1857 1934.  IT IS 5 FEET SOUTH OF HIGH WATER LINE.
 AA1447'
 AA1447'REFERENCE MARK 3 IS A STANDARD DISK SET IN DRILL HOLE IN CORAL
 AA1447'ROCK FLUSH WITH THE GROUND AND IS STAMPED BAMBOO 1857 NO 3
 AA1447'1976.  IT IS 8 FEET SOUTH OF HIGH WATER LINE.
 AA1447'
 AA1447'THE THREE STEEL PINS USED AS REFERENCE POINTS ARE 1 INCH STEEL
 AA1447'PINS SET IN CORAL ROCK, THE PINS PROJECT ABOUT 1-1/2 INCHES ABOVE
 AA1447'THE CORAL ROCK, THEY ARE BADLY RUSTED BUT ARE SOLID IN THE ROCK.
 AA1447'
 AA1447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AA1447'9 MILES NORTHEAST OF MARATHON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA7183 ***********************************************************************
 AA7183  DESIGNATION -  BAMBOO RM 2 1857 1934
 AA7183  PID         -  AA7183
 AA7183  STATE/COUNTY-  FL/MONROE
 AA7183  USGS QUAD   -  BAMBOO KEY (1972)
 AA7183
 AA7183                         *CURRENT SURVEY CONTROL
 AA7183  ___________________________________________________________________
 AA7183* NAD 83(1999)-  24 45 21.13154(N)    081 00 12.92076(W)     ADJUSTED  
 AA7183* NAVD 88     -         0.1    (meters)       0.     (feet)  GPS OBS   
 AA7183  ___________________________________________________________________
 AA7183  X           -     906,237.081 (meters)                     COMP
 AA7183  Y           -  -5,724,076.403 (meters)                     COMP
 AA7183  Z           -   2,654,531.951 (meters)                     COMP
 AA7183  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AA7183  ELLIP HEIGHT-         -22.35  (meters)          (06/19/01) GPS OBS
 AA7183  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AA7183
 AA7183  HORZ ORDER  -  FIRST
 AA7183  ELLP ORDER  -  FOURTH    CLASS I
 AA7183
 AA7183.The horizontal coordinates were established by GPS observations
 AA7183.and adjusted by the National Geodetic Survey in June 2001..
 AA7183
 AA7183.The orthometric height was determined by GPS observations and a
 AA7183.high-resolution geoid model.
 AA7183
 AA7183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7183
 AA7183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7183
 AA7183.The ellipsoidal height was determined by GPS observations
 AA7183.and is referenced to NAD 83.
 AA7183
 AA7183.The geoid height was determined by GEOID03.
 AA7183
 AA7183;                    North         East     Units Scale Factor Converg.
 AA7183;SPC FL E     -    46,799.999   199,636.989   MT  0.99994118   -0 00 05.4
 AA7183;SPC FL E     -   153,543.00    654,975.69   sFT  0.99994118   -0 00 05.4
 AA7183;UTM  17      - 2,737,916.013   499,637.113   MT  0.99960000   -0 00 05.4
 AA7183
 AA7183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7183!SPC FL E     -   1.00000351  x   0.99994118  =   0.99994469
 AA7183!UTM  17      -   1.00000351  x   0.99960000  =   0.99960351
 AA7183
 AA7183                          SUPERSEDED SURVEY CONTROL
 AA7183
 AA7183  NAD 83(1990)-  24 45 21.12984(N)    081 00 12.92041(W) AD(       ) 1
 AA7183  ELLIP H (07/31/95)  -22.31   (m)                       GP(       ) 4 1
 AA7183
 AA7183.Superseded values are not recommended for survey control.
 AA7183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7183.See file dsdata.txt to determine how the superseded data were derived.
 AA7183
 AA7183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9963737916(NAD 83)
 AA7183_MARKER: DR = REFERENCE MARK DISK
 AA7183_SETTING: 66 = SET IN ROCK OUTCROP
 AA7183_STAMPING: BAMBOO RM 2 1934 1957
 AA7183_MARK LOGO: CGS   
 AA7183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7183+STABILITY: POSITION/ELEVATION WELL
 AA7183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7183+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7183
 AA7183  HISTORY     - Date     Condition        Report By
 AA7183  HISTORY     - 1994     MONUMENTED       KEISCH
 AA7183
 AA7183                          STATION DESCRIPTION
 AA7183
 AA7183'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1994 (JFO)
 AA7183'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF BAMBOO KEY, ABOUT 9 MI
 AA7183'(14.5 KM) NORTHEAST OF MARATHON AND ABOUT 1 MILE WEST-SOUTHWEST OF
 AA7183'BURNT POINT. THE STATION LIES 4 FT (1.2 M) SOUTH OF THE EDGE OF WATER
 AA7183'IN A AREA OF EXPOSED CORAL ROCK. THE STATION IS U.S. COAST AND
 AA7183'GEODETIC REFERENCE MARK DISC SET IN CORAL ROCK, STAMPED "BAMBOO RM 2
 AA7183'1934 1957." REFERENCES-- IRON ROD AND KEITH AND SCHNARS REFERENCE CAP,
 AA7183'MAGNETIC AZIMUTH OF 230 DEGREES AT 23.45 FT (7.15 M) . IRON ROD AND
 AA7183'KEITH AND SCHNARS REFERENCE CAP, MAGNETIC AZIMUTH OF 156 DEGREES AT
 AA7183'21.70 FT (6.61 M) . IRON ROD AND KEITH AND SCHNARS REFERENCE CAP,
 AA7183'MAGNETIC AZIMUTH OF 86 DEGREES AT 13.35 FT (4.07 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5898 ***********************************************************************
 AK5898  DESIGNATION -  BAN 1930
 AK5898  PID         -  AK5898
 AK5898  STATE/COUNTY-  FL/BREVARD
 AK5898  USGS QUAD   -  TROPIC (1988)
 AK5898
 AK5898                         *CURRENT SURVEY CONTROL
 AK5898  ___________________________________________________________________
 AK5898* NAD 83(1990)-  28 08 31.75945(N)    080 36 13.40111(W)     ADJUSTED  
 AK5898* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AK5898  ___________________________________________________________________
 AK5898  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AK5898  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AK5898
 AK5898  HORZ ORDER  -  THIRD
 AK5898
 AK5898.The horizontal coordinates were established by classical geodetic methods
 AK5898.and adjusted by the National Geodetic Survey in May 1991..
 AK5898
 AK5898.The orthometric height was scaled from a topographic map.
 AK5898
 AK5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5898
 AK5898.The geoid height was determined by GEOID03.
 AK5898
 AK5898;                    North         East     Units Scale Factor Converg.
 AK5898;SPC FL E     -   422,025.297   238,925.204   MT  0.99995987   +0 11 12.9
 AK5898;SPC FL E     - 1,384,594.66    783,873.77   sFT  0.99995987   +0 11 12.9
 AK5898;UTM  17      - 3,113,013.285   538,911.923   MT  0.99961869   +0 11 12.9
 AK5898
 AK5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5898!SPC FL E     -   1.00000450  x   0.99995987  =   0.99996437
 AK5898!UTM  17      -   1.00000450  x   0.99961869  =   0.99962319
 AK5898
 AK5898:                Primary Azimuth Mark                     Grid Az
 AK5898:SPC FL E     -  HADDOCK 1930                             156 18 08.3
 AK5898:UTM  17      -  HADDOCK 1930                             156 18 08.3
 AK5898
 AK5898|---------------------------------------------------------------------|
 AK5898| PID    Reference Object                     Distance      Geod. Az  |
 AK5898|                                                           dddmmss.s |
 AK5898| AK5959 HADDOCK 1930                        APPROX. 2.8 KM 1562921.2 |
 AK5898| AK5963 MELBOURNE HOTEL DOME                APPROX. 7.0 KM 1793446.7 |
 AK5898| AK5969 EAU GALLIE LIGHTED BEACON           APPROX. 2.7 KM 2253104.8 |
 AK5898| AK6014 EAU GALLIE OLEANDER HOTEL TANK      APPROX. 2.5 KM 2404206.4 |
 AK5898|---------------------------------------------------------------------|
 AK5898
 AK5898                          SUPERSEDED SURVEY CONTROL
 AK5898
 AK5898  NAD 83(1986)-  28 08 31.76533(N)    080 36 13.41558(W) AD(       ) 3
 AK5898  NAD 27      -  28 08 30.72000(N)    080 36 14.22100(W) AD(       ) 3
 AK5898
 AK5898.Superseded values are not recommended for survey control.
 AK5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5898.See file dsdata.txt to determine how the superseded data were derived.
 AK5898
 AK5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3891213013(NAD 83)
 AK5898_MARKER: DS = TRIANGULATION STATION DISK
 AK5898_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AK5898_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AK5898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5898
 AK5898  HISTORY     - Date     Condition        Report By
 AK5898  HISTORY     - 1930     MONUMENTED       CGS
 AK5898  HISTORY     - 1935     GOOD             CGS
 AK5898  HISTORY     - 1948     GOOD             CGS
 AK5898  HISTORY     - 1971     MARK NOT FOUND   NGS
 AK5898
 AK5898                          STATION DESCRIPTION
 AK5898
 AK5898'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GDC)
 AK5898'THIS STATION IS LOCATED ON THE POINT OF ROCK AT JUNCTION OF
 AK5898'INDIAN AND BANANA RIVERS.
 AK5898'
 AK5898'STATION MARK IS A STANDARD TABLET SET IN CEMENT IN 4-INCH
 AK5898'TERRA-COTTA TILE, WITH ABOUT 8 INCHES ABOVE THE SURFACE.  HOLE
 AK5898'IS DUG OUT OF COQUINA ROCK LEDGE FOR TILE.
 AK5898'
 AK5898'DISTANCES AND BEARINGS TO EXTREME POINT S AND TO NEAREST WATER
 AK5898'LINES W AND E ARE 10 FEET, 8 FEET S 85 DEG W, AND 8 FEET,
 AK5898'S 85 DEG E RESPECTIVELY.
 AK5898'
 AK5898'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.9 METERS.
 AK5898
 AK5898                          STATION RECOVERY (1935)
 AK5898
 AK5898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC)
 AK5898'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD
 AK5898'CONDITION.  HOWEVER, THE ROCK ON WHICH THE STATION IS LOCATED IS
 AK5898'SLOWLY BEING UNDERMINED BY THE ACTION OF THE WATER, AND IN A
 AK5898'FEW YEARS WILL PROBABLY TOPPLE OVER.
 AK5898'
 AK5898'TO REACH FROM EAU GALLIE, CROSS EAU GALLIE BRIDGE AND FOLLOW
 AK5898'PAVED ROAD N, TAKING LEFT FORK, TO BANANA RIVER BRIDGE.  AFTER
 AK5898'CROSSING BRIDGE TURN LEFT BETWEEN TWO WHITE HOUSES AND GO S ABOUT
 AK5898'0.3 MILE ON DIM ROAD AS FAR AS POSSIBLE.  LEAVE TRUCK HERE AND
 AK5898'FOLLOW PATH THROUGH THICKET ABOUT 250 YARDS TO EXTREME SOUTHERN
 AK5898'POINT OF ISLAND AND STATION.
 AK5898
 AK5898                          STATION RECOVERY (1948)
 AK5898
 AK5898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK5898'STATION IS LOCATED ON A POINT OF ROCK AT THE EXTREME S TIP OF
 AK5898'MERRITT ISLAND, AT THE JUNCTION OF INDIAN AND BANANA RIVERS.  IT
 AK5898'IS 4.0 FEET N, 3.5 FEET E, AND 3.0 FEET W OF THE EDGE OF THE
 AK5898'COQUINA ROCK LEDGE WHERE IT IS LOCATED.
 AK5898'
 AK5898'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 4-INCH
 AK5898'TERRA COTTA TILE PIPE FILLED WITH CEMENT PROJECTING 1.0 FOOT
 AK5898'ABOVE GROUND AND IS STAMPED BAN 1930.
 AK5898
 AK5898                          STATION RECOVERY (1971)
 AK5898
 AK5898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AK5898'LOST.  EROSION IS EVIDENT ON THE POINT, THE COQUINA ROCK BEING
 AK5898'BROKEN IN MANY PLACES.  STATION IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6124 ***********************************************************************
 AK6124  DESIGNATION -  BANANA
 AK6124  PID         -  AK6124
 AK6124  STATE/COUNTY-  FL/BREVARD
 AK6124  USGS QUAD   -  FALSE CAPE (1984)
 AK6124
 AK6124                         *CURRENT SURVEY CONTROL
 AK6124  ___________________________________________________________________
 AK6124* NAD 83(1990)-  28 32 56.79309(N)    080 36 40.99628(W)     ADJUSTED  
 AK6124* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AK6124  ___________________________________________________________________
 AK6124  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AK6124  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AK6124
 AK6124  HORZ ORDER  -  THIRD
 AK6124
 AK6124.The horizontal coordinates were established by classical geodetic methods
 AK6124.and adjusted by the National Geodetic Survey in May 1991..
 AK6124
 AK6124.The orthometric height was scaled from a topographic map.
 AK6124
 AK6124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6124
 AK6124.The geoid height was determined by GEOID03.
 AK6124
 AK6124;                    North         East     Units Scale Factor Converg.
 AK6124;SPC FL E     -   467,121.459   238,027.022   MT  0.99995902   +0 11 08.6
 AK6124;SPC FL E     - 1,532,547.65    780,926.99   sFT  0.99995902   +0 11 08.6
 AK6124;UTM  17      - 3,158,094.061   538,014.047   MT  0.99961783   +0 11 08.6
 AK6124
 AK6124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6124!SPC FL E     -   1.00000433  x   0.99995902  =   0.99996335
 AK6124!UTM  17      -   1.00000433  x   0.99961783  =   0.99962216
 AK6124
 AK6124:                Primary Azimuth Mark                     Grid Az
 AK6124:SPC FL E     -  CHESTER RESET                            010 16 50.1
 AK6124:UTM  17      -  CHESTER RESET                            010 16 50.1
 AK6124
 AK6124|---------------------------------------------------------------------|
 AK6124| PID    Reference Object                     Distance      Geod. Az  |
 AK6124|                                                           dddmmss.s |
 AK6124| AK1136 CHESTER RESET                       APPROX. 7.1 KM 0102758.7 |
 AK6124|---------------------------------------------------------------------|
 AK6124
 AK6124                          SUPERSEDED SURVEY CONTROL
 AK6124
 AK6124  NAD 83(1986)-  28 32 56.79896(N)    080 36 41.00911(W) AD(       ) 3
 AK6124  NAD 27      -  28 32 55.80900(N)    080 36 41.83300(W) AD(       ) 3
 AK6124
 AK6124.Superseded values are not recommended for survey control.
 AK6124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6124.See file dsdata.txt to determine how the superseded data were derived.
 AK6124
 AK6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3801458094(NAD 83)
 AK6124_MARKER: Z = SEE DESCRIPTION
 AK6124_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AK6124_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AK6124
 AK6124  HISTORY     - Date     Condition        Report By
 AK6124  HISTORY     - 1876     MONUMENTED       CGS
 AK6124  HISTORY     - 1906     GOOD             CGS
 AK6124  HISTORY     - 1948     GOOD             CGS
 AK6124  HISTORY     - 1962     GOOD             USE
 AK6124
 AK6124                          STATION DESCRIPTION
 AK6124
 AK6124'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 AK6124'STATION IS ON THE W BANK OF BANANA CREEK, ABOUT 1/2 MILE FROM
 AK6124'ITS ENTRANCE INTO BANANA RIVER, ON LAND OWNED BY THE CANAVERAL
 AK6124'CLUB.  IT IS 7 METERS FROM THE EDGE OF THE BANK ABOUT THE MIDDLE
 AK6124'OF A LONG COVE, ON OPEN GROUND, AND IS NEAR THE NORTHERN LIMIT
 AK6124'OF THE GROWTH OF SCRUB PALMETTO WHERE THE MARSH GRASS GROWS
 AK6124'BEHIND IT.  ABOUT 1/4 MILE N OF THE STATION IS A GROUP OF
 AK6124'PALMETTO TREES.
 AK6124'
 AK6124'THE STATION MARKS WERE TWO 4-INCH TERRA-COTTA SEWER PIPES EACH
 AK6124'2-1/2 FEET LONG.  THEY WERE PLACED ONE ABOVE THE OTHER, AND
 AK6124'SEPARATED BY A LAYER OF SHELL OR SAND OR EARTH.  BOTH PIPES
 AK6124'WERE FILLED WITH CEMENT MORTAR OR CONCRETE, AND A MASS OF THE
 AK6124'SAME MATERIAL WAS PLACED AROUND THE BOTTOM AND TOP OF THE LOWER
 AK6124'PIPE AND AROUND THE BOTTOM OR TOP OF THE UPPER PIPE.  THE
 AK6124'CENTERS OF THE PIPES MARK THE STATION.
 AK6124'
 AK6124'THE REFERENCE MARK CONSISTS OF A 4-INCH TERRA-COTTA PIPE, 2
 AK6124'1/2 FEET LONG, BEING SET 18.86 METERS FROM THE STATION, IN
 AK6124'AZIMUTH 145 DEG 55 MIN.  A COQUINA POST 6 INCHES SQUARE AND 4
 AK6124'FEET LONG WAS PLACED 11.22 METERS FROM THE STATION IN THE SAME
 AK6124'AZIMUTH AS THE REFERENCE PIPE.  THE REFERENCE PIPE AND STONE
 AK6124'ARE ON A LINE FROM CANAVERAL LIGHTHOUSE THROUGH THE STATION
 AK6124'EXTENDED.
 AK6124'
 AK6124'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE TRIANGULATION
 AK6124'STATION--LONE PALMETTO, S 52 DEG 15 MIN W.  PALMETTO MARKED WITH
 AK6124'TRIANGLE, 82 METERS (PACED), N 17 DEG 19 MIN W.  PALMETTO MARKED
 AK6124'WITH TRIANGLE, 100 METERS (PACED), N 00 DEG 12 MIN W.
 AK6124
 AK6124                          STATION RECOVERY (1948)
 AK6124
 AK6124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK6124'RECOVERED IN GOOD CONDITION.
 AK6124'
 AK6124'STATION IS LOCATED ON THE W SIDE OF TEA CREEK, 3.3 MILES S OF
 AK6124'AN E-W DRAINAGE DITCH EMPTYING INTO TEA CREEK, APPROXIMATELY
 AK6124'2,300 FEET N OF THE S END OF TEA CREEK, ABOUT 7 METERS W OF
 AK6124'APPARENT SHORELINE, ABOUT THE MIDDLE OF A LONG COVE, AND NEAR
 AK6124'THE N LIMITS OF POINT OF SAW PALMETTO EXTENDING INTO WHIP GRASS.
 AK6124'
 AK6124'STATION MARK IS A 4-INCH TERRA-COTTA PIPE FILLED WITH CONCRETE
 AK6124'AND PROJECTING 8 INCHES ABOVE GROUND.  THE CENTER OF THE PIPE
 AK6124'IS THE STATION.
 AK6124'
 AK6124'THE REFERENCE MARK WAS NW OF STATION, 18.86 METERS ALONG A
 AK6124'LINE EXTENDED FROM CANAVERAL LIGHTHOUSE THROUGH THE STATION AND
 AK6124'A COQUINA POST, 11.22 METERS FROM STATION.  THE CENTER OF A
 AK6124'4-INCH TERRA-COTTA PIPE FILLED WITH CONCRETE IS THE MARK.
 AK6124
 AK6124                          STATION RECOVERY (1962)
 AK6124
 AK6124'RECOVERY NOTE BY US ENGINEERS 1962
 AK6124'STATION AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS
 AK6124'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DG8991 ***********************************************************************
 DG8991  DESIGNATION -  BANJO
 DG8991  PID         -  DG8991
 DG8991  STATE/COUNTY-  FL/HILLSBOROUGH
 DG8991  USGS QUAD   -  DOVER (1987)
 DG8991
 DG8991                         *CURRENT SURVEY CONTROL
 DG8991  ___________________________________________________________________
 DG8991* NAD 83(1999)-  27 59 10.99359(N)    082 13 58.84360(W)     ADJUSTED  
 DG8991* NAVD 88     -        23.0    (meters)      75.     (feet)  GPS OBS   
 DG8991  ___________________________________________________________________
 DG8991  X           -     761,733.152 (meters)                     COMP
 DG8991  Y           -  -5,584,716.636 (meters)                     COMP
 DG8991  Z           -   2,975,172.119 (meters)                     COMP
 DG8991  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DG8991  ELLIP HEIGHT-          -2.31  (meters)          (12/06/04) GPS OBS
 DG8991  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DG8991
 DG8991  HORZ ORDER  -  FIRST
 DG8991  ELLP ORDER  -  FOURTH    CLASS I
 DG8991
 DG8991.The horizontal coordinates were established by GPS observations
 DG8991.and adjusted by the DC JOHNSON ASSOC in December 2004..
 DG8991
 DG8991.The orthometric height was determined by GPS observations and a
 DG8991.high-resolution geoid model.
 DG8991
 DG8991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8991
 DG8991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8991
 DG8991.The ellipsoidal height was determined by GPS observations
 DG8991.and is referenced to NAD 83.
 DG8991
 DG8991.The geoid height was determined by GEOID03.
 DG8991
 DG8991;                    North         East     Units Scale Factor Converg.
 DG8991;SPC FL W     -   404,722.374   177,078.927   MT  0.99994766   -0 06 33.6
 DG8991;SPC FL W     - 1,327,826.66    580,966.45   sFT  0.99994766   -0 06 33.6
 DG8991;UTM  17      - 3,096,306.706   378,746.631   MT  0.99978146   -0 34 43.2
 DG8991
 DG8991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8991!SPC FL W     -   1.00000036  x   0.99994766  =   0.99994802
 DG8991!UTM  17      -   1.00000036  x   0.99978146  =   0.99978182
 DG8991
 DG8991                          SUPERSEDED SURVEY CONTROL
 DG8991
 DG8991.No superseded survey control is available for this station.
 DG8991
 DG8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7874796307(NAD 83)
 DG8991_MARKER: DD = SURVEY DISK
 DG8991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8991_STAMPING: BANJO 2000
 DG8991_MARK LOGO: FL-057
 DG8991_PROJECTION: RECESSED 13 CENTIMETERS
 DG8991_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG8991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8991+STABILITY: SURFACE MOTION
 DG8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8991+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2001
 DG8991
 DG8991  HISTORY     - Date     Condition        Report By
 DG8991  HISTORY     - 20010306 MONUMENTED       FL-057
 DG8991
 DG8991                          STATION DESCRIPTION
 DG8991
 DG8991'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RAJ)
 DG8991'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY,  FLORIDA, ABOUT 14.0
 DG8991'MILES  EAST-NORTHEAST OF THE CITY OF TAMPA, 4.5 MILES  NORTHEAST OF
 DG8991'THE CITY OF BRANDON, IN SECTION 5 TOWNSHIP 29  SOUTH, RANGE 21 EAST.
 DG8991'OWNERSHIP---HILLSBOROUGH COUNTY THE STATION IS A 24 INCH ROUND
 DG8991'CONCRETE MONUMENT. RECESSED 5  INCHES BELOW THE GROUND. TO REACH THE
 DG8991'STATION FROM THE INTERSECTION OF MARTIN LUTHER KING  JR. BLVD.
 DG8991'(S.R.574) AND GALLAGHER RD., PROCEED SOUTH ON GALLAGHER  RD. FOR 0.35
 DG8991'MILES TO THE SOUTHERN MOST ENTRANCE TO DOVER  DISTRICT PARK .,TURN
 DG8991'LEFT (EAST) AND FOLLOW ASPHALT ROAD (AROUND  THE POND AND TOWARDS THE
 DG8991'DOVER COWBOYS FOOTBALL FIELD) FOR 0.25  MILES TO THE STATION ON THE
 DG8991'LEFT (WEST) SIDE OF THE ROAD.
 DG8991' 
 DG8991'11.8 FT SOUTHEAST OF A 6' CHAIN-LINK FENCE AND A CARSONITE WITNESS
 DG8991'POST / HILLSBOROUGH COUNTY STICKER. 76.3 FT WEST OF THE WEST EDGE OF
 DG8991'AN ASPHALT ROAD. 15.9 FT EAST OF A CORNER FENCE POST FOR A 6.0 FT
 DG8991'CHAIN-LINK FENCE. 12.1 FT NORTHEAST OF A 6.0 FT CHAIN-LINK FENCE. 22.0
 DG8991'FT NORTHEAST OF THE CENTERLINE OF A 6.5 FT ASPHALT JOGGING  TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3504 ***********************************************************************
 BE3504  DESIGNATION -  BANK
 BE3504  PID         -  BE3504
 BE3504  STATE/COUNTY-  FL/JACKSON
 BE3504  USGS QUAD   -  MARIANNA (1994)
 BE3504
 BE3504                         *CURRENT SURVEY CONTROL
 BE3504  ___________________________________________________________________
 BE3504* NAD 83(1990)-  30 52 11.72469(N)    085 09 44.71991(W)     ADJUSTED  
 BE3504* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 BE3504  ___________________________________________________________________
 BE3504  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BE3504  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BE3504
 BE3504  HORZ ORDER  -  SECOND
 BE3504
 BE3504.The horizontal coordinates were established by classical geodetic methods
 BE3504.and adjusted by the National Geodetic Survey in September 1997..
 BE3504
 BE3504.The orthometric height was scaled from a topographic map.
 BE3504
 BE3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3504
 BE3504.The geoid height was determined by GEOID03.
 BE3504
 BE3504;                    North         East     Units Scale Factor Converg.
 BE3504;SPC FL N     -   207,467.804   536,649.017   MT  1.00002344   -0 19 58.4
 BE3504;SPC FL N     -   680,667.29  1,760,655.98   sFT  1.00002344   -0 19 58.4
 BE3504;UTM  16      - 3,416,632.106   675,678.351   MT  0.99998072   +0 56 35.1
 BE3504
 BE3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3504!SPC FL N     -   0.99999894  x   1.00002344  =   1.00002238
 BE3504!UTM  16      -   0.99999894  x   0.99998072  =   0.99997966
 BE3504
 BE3504|---------------------------------------------------------------------|
 BE3504| PID    Reference Object                     Distance      Geod. Az  |
 BE3504|                                                           dddmmss.s |
 BE3504| BE0276 BANK RM 2                            23.608 METERS 11343     |
 BE3504| BE3503 MAAF F 1945                         APPROX. 0.5 KM 1831419.7 |
 BE3504| BE3509 SCHOOL                              461.867 METERS 2710643.5 |
 BE3504| BE0275 BANK RM 1                            16.460 METERS 33629     |
 BE3504|---------------------------------------------------------------------|
 BE3504
 BE3504                          SUPERSEDED SURVEY CONTROL
 BE3504
 BE3504  NAD 83(1990)-  30 52 11.72843(N)    085 09 44.71936(W) AD(       ) 2
 BE3504  NAD 83(1986)-  30 52 11.73152(N)    085 09 44.72329(W) AD(       ) 2
 BE3504  NAD 27      -  30 52 11.03400(N)    085 09 44.97700(W) AD(       ) 2
 BE3504
 BE3504.Superseded values are not recommended for survey control.
 BE3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3504.See file dsdata.txt to determine how the superseded data were derived.
 BE3504
 BE3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7567816632(NAD 83)
 BE3504_MARKER: I = METAL ROD
 BE3504_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BE3504_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 BE3504
 BE3504  HISTORY     - Date     Condition        Report By
 BE3504  HISTORY     - 1945     MONUMENTED       CGS
 BE3504  HISTORY     - 1953     MARK NOT FOUND   CGS
 BE3504  HISTORY     - 20010331 POOR             NGS
 BE3504
 BE3504                          STATION DESCRIPTION
 BE3504
 BE3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH)
 BE3504'THE STATION IS LOCATED IN THE HEART OF THE VILLAGE OF GREENWOOD,
 BE3504'13.228 METERS (43.4 FEET) SW OF THE CENTER OF THE MAIN INTERSECTION
 BE3504'IN GREENWOOD, 16.765 METERS (55.0 FEET) S OF THE SE CORNER OF
 BE3504'THE TATAN GROCERY STORE, AND 23.620 METERS W OF THE SW CORNER OF
 BE3504'THE GREENWOOD BANK BUILDING.
 BE3504'
 BE3504'THE STATION IS MARKED WITH AN IRON FOOT PIN DRIVEN IN THE
 BE3504'SHOULDER OF THE HIGHWAY.
 BE3504'
 BE3504'REFERENCE MARK 1 IS 6.064 METERS (19.9 FEET) W OF SE CORNER
 BE3504'OF TATAN GROCERY, IN CURBING, AND 16.460 METERS NW OF STATION.
 BE3504'
 BE3504'REFERENCE MARK 2 IS AT THE SW CORNER OF BANK BUILDING.
 BE3504'
 BE3504'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BE3504
 BE3504                          STATION RECOVERY (1953)
 BE3504
 BE3504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 BE3504'STATION MARK (A FOOT PIN DRIVEN IN THE SHOULDER OF THE HIGHWAY)
 BE3504'WAS NOT RECOVERED.
 BE3504'
 BE3504'REFERENCE MARK 1 IS 53 FT. W OF THE CENTERLINE OF STATE HIGHWAY
 BE3504'71, 24 FT. N OF THE CENTERLINE OF A STREET W, 6.7 FT. S OF THE
 BE3504'FACE OF WATFORDS STORE, AND IN THE CURB OF THE STREET W.  IT IS
 BE3504'STAMPED BANK NO 1 1945.
 BE3504'
 BE3504'REFERENCE MARK 2 IS IN THE CONCRETE APRON AT THE SW CORNER OF
 BE3504'GREENWOOD BANK, 0.8 FT. NW OF THE SW CORNER OF THE BANK BUILDING,
 BE3504'45-1/2 FT. E OF THE CENTERLINE OF HIGHWAY 71, 65 FT. S OF THE
 BE3504'45-1/2 FT. E OF THE CENTERLINE OF HIGHWAY 71, 65 FT. S OF THE
 BE3504'CENTERLINE OF HIGHWAY 69 LEADING E, AND IN A DRILL HOLE.  IT IS
 BE3504'STAMPED BANK NO 2 1945.
 BE3504
 BE3504                          STATION RECOVERY (2001)
 BE3504
 BE3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE3504'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2041 ***********************************************************************
 BC2041  DESIGNATION -  BANK
 BC2041  PID         -  BC2041
 BC2041  STATE/COUNTY-  FL/DUVAL
 BC2041  USGS QUAD   -  ARLINGTON (1992)
 BC2041
 BC2041                         *CURRENT SURVEY CONTROL
 BC2041  ___________________________________________________________________
 BC2041* NAD 83(1990)-  30 22 16.52183(N)    081 36 55.60652(W)     ADJUSTED  
 BC2041* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BC2041  ___________________________________________________________________
 BC2041  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BC2041  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BC2041
 BC2041  HORZ ORDER  -  THIRD
 BC2041
 BC2041.The horizontal coordinates were established by classical geodetic methods
 BC2041.and adjusted by the National Geodetic Survey in May 1991..
 BC2041
 BC2041.The orthometric height was scaled from a topographic map.
 BC2041
 BC2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2041
 BC2041.The geoid height was determined by GEOID03.
 BC2041
 BC2041;                    North         East     Units Scale Factor Converg.
 BC2041;SPC FL E     -   669,181.625   140,843.078   MT  0.99998433   -0 18 40.2
 BC2041;SPC FL E     - 2,195,473.38    462,082.67   sFT  0.99998433   -0 18 40.2
 BC2041;UTM  17      - 3,360,085.284   440,863.262   MT  0.99964314   -0 18 40.2
 BC2041
 BC2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2041!SPC FL E     -   1.00000434  x   0.99998433  =   0.99998867
 BC2041!UTM  17      -   1.00000434  x   0.99964314  =   0.99964748
 BC2041
 BC2041|---------------------------------------------------------------------|
 BC2041| PID    Reference Object                     Distance      Geod. Az  |
 BC2041|                                                           dddmmss.s |
 BC2041| CW4590 BANK RM 2                            16.410 METERS 04015     |
 BC2041| BC2061 DRIGGS 2 RESET                      APPROX. 1.7 KM 1670635.0 |
 BC2041| BC2052 BEACON 56                           APPROX. 1.1 KM 1712021.9 |
 BC2041| BC2120 JACKSONVILLE FIRE STA 11 TANK       APPROX. 2.0 KM 2083532.5 |
 BC2041| BC2056 JACKSONVILLE MUN PWR PLANT STK      APPROX. 1.1 KM 2285717.5 |
 BC2041| BC2123 AMERICAN AGRICULT CHEM CO TANK      APPROX. 1.2 KM 2360436.3 |
 BC2041| BC2128 GULF REFINING CO WATER TANK         APPROX. 1.8 KM 2631139.5 |
 BC2041| BC2126 BEACON 55                           APPROX. 1.2 KM 2810532.8 |
 BC2041| BC2144 BEACON 54                           APPROX. 1.6 KM 3090535.5 |
 BC2041| CW4589 BANK RM 1                            41.260 METERS 34825     |
 BC2041|---------------------------------------------------------------------|
 BC2041
 BC2041                          SUPERSEDED SURVEY CONTROL
 BC2041
 BC2041  NAD 83(1986)-  30 22 16.52947(N)    081 36 55.61520(W) AD(       ) 3
 BC2041  NAD 27      -  30 22 15.66700(N)    081 36 56.27400(W) AD(       ) 3
 BC2041
 BC2041.Superseded values are not recommended for survey control.
 BC2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2041.See file dsdata.txt to determine how the superseded data were derived.
 BC2041
 BC2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4086360085(NAD 83)
 BC2041_MARKER: I = METAL ROD
 BC2041_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2041_SP_SET: OBJECT IMBEDDED IN GROUND
 BC2041
 BC2041  HISTORY     - Date     Condition        Report By
 BC2041  HISTORY     - 1908     MONUMENTED       USE
 BC2041  HISTORY     - 1926     SEE DESCRIPTION  CGS
 BC2041  HISTORY     - 1935     GOOD             CGS
 BC2041  HISTORY     - 1953     GOOD             CGS
 BC2041  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BC2041
 BC2041                          STATION DESCRIPTION
 BC2041
 BC2041'DESCRIBED BY US ENGINEERS 1908
 BC2041'STATION IS ON THE RIGHT BANK OF ST. JOHNS RIVER, ON THE FIRST POINT
 BC2041'ABOVE THE DEEP COVE WHICH IS JUST ABOVE CHASEVILLE.  IT IS MARKED
 BC2041'BY A 2-INCH GALVANIZED-IRON PIPE.
 BC2041
 BC2041                          STATION RECOVERY (1926)
 BC2041
 BC2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WHB)
 BC2041'RECOVERED.  LOCATED AS DESCRIBED.  MARKED BY A 2 1/2-INCH IRON PIPE
 BC2041'SET IN CONCRETE, AND PROJECTING ABOUT 2 FEET ABOVE THE SAND.  THE
 BC2041'STATION IS IN THE WATER AT HIGH TIDE, AND IS ABOUT 8 METERS OUTSIDE
 BC2041'THE HIGH-WATER MARK.  REFERENCE MARKS, ARE MARKED
 BC2041'BY A STANDARD BRONZE DISKS SET IN CONCRETE AND ARE
 BC2041'INSHORE AND PROJECT ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 BC2041'GROUND.
 BC2041
 BC2041                          STATION RECOVERY (1935)
 BC2041
 BC2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HAP)
 BC2041'RECOVERED AS DESCRIBED IN RECOVERY NOTE BY W.H. BAINBRIDGE 1926.  A
 BC2041'CREOSOTED WOODEN STAND HAS BEEN ERECTED OVER STATION.  MARKS IN
 BC2041'GOOD CONDITION.
 BC2041
 BC2041                          STATION RECOVERY (1953)
 BC2041
 BC2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (TAR)
 BC2041'STATION RECOVERED AS DESCRIBED.  CREOSOTED STAND STILL REMAINS IN
 BC2041'GOOD CONDITION.
 BC2041'
 BC2041'TO REACH THE STATION FROM ARLINGTON FLORIDA, GO N FROM ARLINGTON
 BC2041'FLORIDA POST OFFICE ON CHASEVILLE ROAD FOR 2.8 MI.  TURN LEFT (W) TO
 BC2041'THE BRICK RESIDENCE ON ST. JOHNS RIVER.  STATION IS ABOUT 100
 BC2041'YD. UP-STREAM.
 BC2041
 BC2041                          STATION RECOVERY (1958)
 BC2041
 BC2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 BC2041'THE STATION MARK WAS NOT RECOVERED.  REFERENCE MARK WAS FOUND LYING
 BC2041'ON ITS SIDE.  THE DISK WAS REMOVED BY THIS PARTY.  REFERENCE MARK 1
 BC2041'WAS RECOVERED IN GOOD CONDITION.
 BC2041'
 BC2041'A 10-FT. TRIPOD AND STAND WAS FOUND AT THE STATION SITE.  THE
 BC2041'AREA BENEATH THE STAND WAS PROBED AND DUG TO A DEPTH OF 2 FT., BUT
 BC2041'NOTHING COULD BE FOUND.
 BC2041'
 BC2041'THE PREVIOUS DESCRIPTIONS ARE INADEQUATE, A NEW DESCRIPTION
 BC2041'FOLLOWS--
 BC2041'
 BC2041'REFERENCE MARK 1 IS LOCATED ON THE E BANK OF THE ST. JOHNS RIVER
 BC2041'OPPOSITE THE NE SECTION OF JACKSONVILLE, ABOUT 5.3 MI. N OF THE
 BC2041'JOHN E. MATTHEWS BRIDGE AND ABOUT 2500 FT. W OF CHASEVILLE ROAD, AT
 BC2041'3960 CHASEVILLE ROAD AND ON THE PROPERTY OWNED BY M.F. LEAKE.  IT
 BC2041'IS 135.0 FT. E OF THE HIGH-WATERLINE, 69.5 FT. SE OF A LONG CABBAGE
 BC2041'PALM AND 9.5 FT. W OF A 48-IN. LIVE OAK TREE.  IT IS MARKED BY
 BC2041'A STANDARD U.S.C. AND G.S. DISK, STAMPED BANK NO 1 1926, SET IN
 BC2041'THE TOP OF A 8-IN. SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1
 BC2041'IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3813 ***********************************************************************
 BG3813  DESIGNATION -  BANK
 BG3813  PID         -  BG3813
 BG3813  STATE/COUNTY-  FL/ESCAMBIA
 BG3813  USGS QUAD   -  PENSACOLA (1994)
 BG3813
 BG3813                         *CURRENT SURVEY CONTROL
 BG3813  ___________________________________________________________________
 BG3813* NAD 83(1990)-  30 24 34.23688(N)    087 12 51.78976(W)     ADJUSTED  
 BG3813* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BG3813  ___________________________________________________________________
 BG3813  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 BG3813  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG3813
 BG3813  HORZ ORDER  -  SECOND
 BG3813
 BG3813.The horizontal coordinates were established by classical geodetic methods
 BG3813.and adjusted by the National Geodetic Survey in December 1992..
 BG3813
 BG3813.The orthometric height was scaled from a topographic map.
 BG3813
 BG3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3813
 BG3813.The geoid height was determined by GEOID03.
 BG3813
 BG3813;                    North         East     Units Scale Factor Converg.
 BG3813;SPC FL N     -   159,346.003   339,216.731   MT  0.99995733   -1 21 50.6
 BG3813;SPC FL N     -   522,787.68  1,112,913.56   sFT  0.99995733   -1 21 50.6
 BG3813;UTM  16      - 3,364,183.322   479,408.361   MT  0.99960523   -0 06 30.7
 BG3813
 BG3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3813!SPC FL N     -   1.00000368  x   0.99995733  =   0.99996101
 BG3813!UTM  16      -   1.00000368  x   0.99960523  =   0.99960891
 BG3813
 BG3813:                Primary Azimuth Mark                     Grid Az
 BG3813:SPC FL N     -  PENSACOLA 10TH ST WATER TANK             020 18 01.5
 BG3813:UTM  16      -  PENSACOLA 10TH ST WATER TANK             019 02 41.6
 BG3813
 BG3813|---------------------------------------------------------------------|
 BG3813| PID    Reference Object                     Distance      Geod. Az  |
 BG3813|                                                           dddmmss.s |
 BG3813| BG3811 PENSACOLA 10TH ST WATER TANK        APPROX. 1.8 KM 0185610.9 |
 BG3813| BG3845 PENSACOLA CROSS ON CONVENT CUP      APPROX. 1.5 KM 0342907.8 |
 BG3813| BG3849 PENSACOLA L N RR PIER F RNG         APPROX. 2.1 KM 0692447.1 |
 BG3813| DD8323 BANK RM 1                             3.469 METERS 11322     |
 BG3813| BG3840 PENSACOLA ELECTRIC CO N STACK       348.748 METERS 12152     |
 BG3813| BG3841 PENSACOLA ELECTRIC CO S STACK       369.238 METERS 12526     |
 BG3813| BG3788 TOWN POINT DAY MARK                 APPROX. 4.6 KM 1480942.5 |
 BG3813| BG3790 FAIR POINT DAY MARK                 APPROX. 5.6 KM 1772923.0 |
 BG3813| BG3798 FAIR POINT BEACON                   APPROX. 4.9 KM 1773126.7 |
 BG3813| DD8324 BANK RM 2                             4.331 METERS 20936     |
 BG3813| BG3889 PENSACOLA USN AIR STA OBS TWR       APPROX. 8.8 KM 2150104.6 |
 BG3813| BG3827 WRECK PENSACOLA BAY                 APPROX. 1.8 KM 2214241.1 |
 BG3813| BG3882 FORT BARRANCAS E RADIO MAST         APPROX.10.4 KM 2291638.2 |
 BG3813| BG3880 FORT BARRANCAS W RADIO MAST         APPROX.10.5 KM 2292809.9 |
 BG3813| BG3914 PENSACOLA LIGHTHOUSE CENTER         APPROX.11.4 KM 2320341.2 |
 BG3813| BG3828 PENSACOLA TEX TK 1 S LARGE TK       APPROX. 1.3 KM 2371821.4 |
 BG3813| BG3864 WHITE TANK NEAR YACHT CLUB          APPROX. 5.4 KM 2403731.9 |
 BG3813| BG3832 PENSACOLA SAN CARLOS HTL CHIM       455.986 METERS 3381000.4 |
 BG3813| BG3814 PENSACOLA RED TANK                  APPROX. 4.7 KM 3454356.0 |
 BG3813| BG3817 PENSACOLA BLACK TANK                APPROX. 3.8 KM 3455603.0 |
 BG3813| BG3831 PENSACOLA LEE SQUARE MONUMENT       APPROX. 1.2 KM 3473639.0 |
 BG3813| BG3816 PENSACOLA PUMPING STA S STACK       APPROX. 1.5 KM 3553619.7 |
 BG3813| BG3824 PENSACOLA GAS PLANT HIGH STACK      APPROX. 1.4 KM 3594916.0 |
 BG3813|---------------------------------------------------------------------|
 BG3813
 BG3813                          SUPERSEDED SURVEY CONTROL
 BG3813
 BG3813  NAD 83(1990)-  30 24 34.24385(N)    087 12 51.79474(W) AD(       ) 2
 BG3813  NAD 83(1986)-  30 24 34.25663(N)    087 12 51.79236(W) AD(       ) 2
 BG3813  NAD 27      -  30 24 33.53700(N)    087 12 51.92400(W) AD(       ) 2
 BG3813
 BG3813.Superseded values are not recommended for survey control.
 BG3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3813.See file dsdata.txt to determine how the superseded data were derived.
 BG3813
 BG3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7940864183(NAD 83)
 BG3813_MARKER: Z = SEE DESCRIPTION
 BG3813_SETTING: 0 = UNSPECIFIED SETTING
 BG3813
 BG3813  HISTORY     - Date     Condition        Report By
 BG3813  HISTORY     - 1919     MONUMENTED       CGS
 BG3813  HISTORY     - 1934     MARK NOT FOUND   CGS
 BG3813
 BG3813                          STATION DESCRIPTION
 BG3813
 BG3813'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (JHP)
 BG3813'THE STATION IS THE GEOMETRIC CENTER OF THE WEATHER VANE OF THE
 BG3813'STEEL OBSERVATION TOWER OF THE WEATHER BUREAU STATION SITUATED
 BG3813'ON THE ROOF OF THE AMERICAN NATIONAL BANK BUILDING, NE CORNER OF
 BG3813'PALAFOX AND GOVERNMENT STREETS, PENSACOLA, FLA.
 BG3813'
 BG3813'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK SET IN TOP OF
 BG3813'WALL OF WEATHER BUREAU BUILDING 2 FEET W OF THE TOP OF STAIRS
 BG3813'LANDING OUT ON THE ROOF.
 BG3813'
 BG3813'REFERENCE MARK NO.2 IS A STANDARD REFERENCE MARK SET IN THE
 BG3813'TOP OF THE WALL OF THE WEATHER BUREAU BUILDING 10 FEET FROM THE
 BG3813'SW CORNER.
 BG3813
 BG3813                          STATION RECOVERY (1934)
 BG3813
 BG3813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BG3813'THIS STATION IS THE GEOMETRIC CENTER OF THE WEATHER VANE OF THE
 BG3813'STEEL OBSERVATION TOWER OF THE WEATHER BUREAU STATION SITUATED ON
 BG3813'THE ROOF OF THE ELEVATOR SHAFT ON THE AMERICAN NATIONAL BANK
 BG3813'BUILDING, AT THE NE CORNER OF PALAFOX AND GOVERNMENT STREETS, IN
 BG3813'PENSACOLA.  THERE IS NOTHING IN THE ROOF TO MARK THE EXACT POINT
 BG3813'OF THE STATION, ONLY THE GEOMETRIC CENTER OF THE TOWER.
 BG3813'
 BG3813'THE REFERENCE MARKS WERE FOUND AS DESCRIBED BY J.H. PETERS.  THE
 BG3813'STATION WAS NOT OCCUPIED AT THIS TIME, BUT INSTEAD STATION BANK
 BG3813'2 WAS ESTABLISHED ON THE SAME ROOF AND OCCUPIED.
 BG3813'
 BG3813'BANK 2 IS 13.01 FEET SSE OF THIS STATION.
 BG3813'
 BG3813'DUE TO THE FACT THAT THE STATION WAS NOT OCCUPIED, WE COULD NOT
 BG3813'CHECK THE DIRECTIONS TO THE REFERENCE MARKS.
 BG3813'
 BG3813'IT WAS REPORTED LOCALLY THAT THE WEATHER VANE HAS BEEN DESTROYED
 BG3813'AND REPLACED SEVERAL TIMES IN RECENT YEARS.  SEE DESCRIPTION OF
 BG3813'BANK 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2041 ***********************************************************************
 AQ2041  DESIGNATION -  BANK 1933
 AQ2041  PID         -  AQ2041
 AQ2041  STATE/COUNTY-  FL/ST JOHNS
 AQ2041  USGS QUAD   -  ST AUGUSTINE (1992)
 AQ2041
 AQ2041                         *CURRENT SURVEY CONTROL
 AQ2041  ___________________________________________________________________
 AQ2041* NAD 83(1990)-  29 53 34.56610(N)    081 18 43.59121(W)     ADJUSTED  
 AQ2041* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AQ2041  ___________________________________________________________________
 AQ2041  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AQ2041  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AQ2041
 AQ2041  HORZ ORDER  -  FIRST
 AQ2041
 AQ2041.The horizontal coordinates were established by classical geodetic methods
 AQ2041.and adjusted by the National Geodetic Survey in May 1991..
 AQ2041
 AQ2041.The orthometric height was scaled from a topographic map.
 AQ2041
 AQ2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2041
 AQ2041.The geoid height was determined by GEOID03.
 AQ2041
 AQ2041;                    North         East     Units Scale Factor Converg.
 AQ2041;SPC FL E     -   616,040.897   169,855.220   MT  0.99995238   -0 09 20.0
 AQ2041;SPC FL E     - 2,021,127.51    557,266.67   sFT  0.99995238   -0 09 20.0
 AQ2041;UTM  17      - 3,306,962.688   469,865.506   MT  0.99961120   -0 09 20.0
 AQ2041
 AQ2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2041!SPC FL E     -   1.00000422  x   0.99995238  =   0.99995660
 AQ2041!UTM  17      -   1.00000422  x   0.99961120  =   0.99961542
 AQ2041
 AQ2041:                Primary Azimuth Mark                     Grid Az
 AQ2041:SPC FL E     -  VILANO CASINO FLAG N PARAPET             039 17 37.4
 AQ2041:UTM  17      -  VILANO CASINO FLAG N PARAPET             039 17 37.4
 AQ2041
 AQ2041|---------------------------------------------------------------------|
 AQ2041| PID    Reference Object                     Distance      Geod. Az  |
 AQ2041|                                                           dddmmss.s |
 AQ2041| AQ2018 VILANO CASINO FLAG N PARAPET        APPROX. 3.3 KM 0390817.4 |
 AQ2041| AQ2038 ST AUGUSTINE LIGHTHOUSE 1882        APPROX. 2.4 KM 1100121.2 |
 AQ2041| AQ2019 NAVAL RESERVE WATER TANK            APPROX. 2.6 KM 1101622.9 |
 AQ2041| AQ2040 ST AUGUSTINE FIRST NATL BANK          5.133 METERS 21624     |
 AQ2041| AQ2027 ST AUGUSTINE CATH CH CROSS           43.704 METERS 25403     |
 AQ2041| AQ2034 ST AUGUSTINE PONCE HTL W CUP        287.484 METERS 26219     |
 AQ2041| AQ2036 ST AUGUSTINE PONCE HTL E CUP        239.320 METERS 26408     |
 AQ2041| AQ2031 ST AUGUSTINE PONCE HOTEL STK        314.088 METERS 28033     |
 AQ2041| AQ2030 ST AUGUSTINE FLAGLER MEM CH         465.298 METERS 2813956.2 |
 AQ2041| AQ2035 ST AUGUSTINE GRACE ME CH            359.656 METERS 30854     |
 AQ2041| AQ2042 ST AUGUSTINE FEC RR SHOPS TANK      APPROX. 4.5 KM 3343823.7 |
 AQ2041| AQ2024 ST AUGUSTINE MUNICIPAL SPIPE        252.776 METERS 35322     |
 AQ2041|---------------------------------------------------------------------|
 AQ2041
 AQ2041                          SUPERSEDED SURVEY CONTROL
 AQ2041
 AQ2041  NAD 83(1986)-  29 53 34.57240(N)    081 18 43.60154(W) AD(       ) 1
 AQ2041  NAD 27      -  29 53 33.68400(N)    081 18 44.34400(W) AD(       ) 1
 AQ2041
 AQ2041.Superseded values are not recommended for survey control.
 AQ2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2041.See file dsdata.txt to determine how the superseded data were derived.
 AQ2041
 AQ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6986606963(NAD 83)
 AQ2041_MARKER: DS = TRIANGULATION STATION DISK
 AQ2041_SETTING: 0 = UNSPECIFIED SETTING
 AQ2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2041
 AQ2041  HISTORY     - Date     Condition        Report By
 AQ2041  HISTORY     - 1933     MONUMENTED       CGS
 AQ2041  HISTORY     - 1952     GOOD             CGS
 AQ2041  HISTORY     - 1989     GOOD             USPSQD
 AQ2041
 AQ2041                          STATION DESCRIPTION
 AQ2041
 AQ2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 AQ2041'THE STATION IS ON THE TOP OF THE FIRST NATIONAL BANK BUILDING
 AQ2041'IN ST. AUGUSTINE, FLORIDA.  IT IS ON THE GRAVEL ROOF OVER THE
 AQ2041'ELEVATOR SHAFT.  THIS SECTION OF THE BUILDING ROOF IS ABOUT 12
 AQ2041'FEET N-S AND 18 FEET E-W AND JOINS THE N SIDE OF THE TOWER.  THIS
 AQ2041'PART OF THE ROOF IS ABOUT 10 FEET ABOVE THE MAIN ROOF OF THE
 AQ2041'BUILDING AND 6 FEET BELOW THE FLOOR IN THE TOWER.
 AQ2041'
 AQ2041'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 AQ2041'THE CONCRETE IN THE GRAVEL ROOF, SET FLUSH WITH THE SURFACE.  THE
 AQ2041'MARK IS THE FOLLOWING DISTANCES FROM THE NEAR SURFACE OF THE
 AQ2041'FOLLOWING WALLS--6.15 FEET FROM N WALL, 5.66 FEET FROM E WALL,
 AQ2041'5.95 FEET FROM S WALL, 13.10 FEET FROM W WALL, AND 9.5 FEET NE
 AQ2041'OF THE NE CORNER OF THE TOWER.
 AQ2041'
 AQ2041'AN ELEVATOR REACHES THE 6TH FLOOR OF THE BUILDING AND A
 AQ2041'STAIRWAY LEADS TO THE ROOF.  A 4-FOOT STAND WAS USED AND ALL
 AQ2041'OBJECTS OBSERVED ARE AZIMUTH MARKS.
 AQ2041'
 AQ2041'THE STATION HAS A 90 DEG OBSTRUCTION TO SW
 AQ2041'(OBSTRUCTED BY TOWER).  THE STATION SEES THE HARBOR AND MOST OF
 AQ2041'THE TOWN.
 AQ2041
 AQ2041                          STATION RECOVERY (1952)
 AQ2041
 AQ2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 AQ2041'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 AQ2041'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING
 AQ2041'CORRECTIONS AND ADDITIONS--
 AQ2041'
 AQ2041'THE FIRST NATIONAL BANK BUILDING IS NOW THE EXCHANGE BANK BUILDING.
 AQ2041'
 AQ2041'THE STATION IS STAMPED BANK 1933.
 AQ2041
 AQ2041                          STATION RECOVERY (1989)
 AQ2041
 AQ2041'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3810 ***********************************************************************
 BG3810  DESIGNATION -  BANK 2 RESET
 BG3810  PID         -  BG3810
 BG3810  STATE/COUNTY-  FL/ESCAMBIA
 BG3810  USGS QUAD   -  PENSACOLA (1994)
 BG3810
 BG3810                         *CURRENT SURVEY CONTROL
 BG3810  ___________________________________________________________________
 BG3810* NAD 83(1990)-  30 24 34.11524(N)    087 12 51.74105(W)     ADJUSTED  
 BG3810* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BG3810  ___________________________________________________________________
 BG3810  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 BG3810  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BG3810
 BG3810  HORZ ORDER  -  FIRST
 BG3810
 BG3810.The horizontal coordinates were established by classical geodetic methods
 BG3810.and adjusted by the National Geodetic Survey in December 1992..
 BG3810
 BG3810.The orthometric height was scaled from a topographic map.
 BG3810
 BG3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3810
 BG3810.The geoid height was determined by GEOID03.
 BG3810
 BG3810;                    North         East     Units Scale Factor Converg.
 BG3810;SPC FL N     -   159,342.228   339,217.941   MT  0.99995733   -1 21 50.6
 BG3810;SPC FL N     -   522,775.29  1,112,917.53   sFT  0.99995733   -1 21 50.6
 BG3810;UTM  16      - 3,364,179.575   479,409.653   MT  0.99960523   -0 06 30.6
 BG3810
 BG3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3810!SPC FL N     -   1.00000368  x   0.99995733  =   0.99996101
 BG3810!UTM  16      -   1.00000368  x   0.99960523  =   0.99960891
 BG3810
 BG3810:                Primary Azimuth Mark                     Grid Az
 BG3810:SPC FL N     -  PENSACOLA WATER TANK NEW                 003 59 13.9
 BG3810:UTM  16      -  PENSACOLA WATER TANK NEW                 002 43 53.9
 BG3810
 BG3810|---------------------------------------------------------------------|
 BG3810| PID    Reference Object                     Distance      Geod. Az  |
 BG3810|                                                           dddmmss.s |
 BG3810| BG3825 PENSACOLA WATER TANK NEW            APPROX. 1.3 KM 0023723.3 |
 BG3810| BG3812 PENSACOLA LARGE MUNICIPAL TANK      APPROX. 1.8 KM 0185122.9 |
 BG3810| DD8323 BANK RM 1                                          04024     |
 BG3810| BG3780 PENSACOLA BEACH TANK                APPROX.11.1 KM 1403409.6 |
 BG3810| DD8326 BANK 2 RM 2                           3.480 METERS 15842     |
 BG3810| BG3889 PENSACOLA USN AIR STA OBS TWR       APPROX. 8.8 KM 2150220.3 |
 BG3810| BG3894 PENSACOLA USN AIR STA PWR STK       APPROX. 8.7 KM 2164747.6 |
 BG3810| BG3893 PENSACOLA NAS E WIRELESS MAST       APPROX. 8.6 KM 2174707.9 |
 BG3810| BG3891 PENSACOLA USN AIR STA BLACK TK      APPROX. 8.7 KM 2180249.6 |
 BG3810| BG3903 PENSACOLA USN HOSPITAL TANK         APPROX. 9.4 KM 2251524.5 |
 BG3810| BG3902 PENSACOLA USN HOSPITAL STACK        APPROX. 9.5 KM 2261919.7 |
 BG3810| DD8325 BANK 2 RM 1                           2.830 METERS 22625     |
 BG3810| BG3914 PENSACOLA LIGHTHOUSE CENTER         APPROX.11.4 KM 2320449.0 |
 BG3810| BG3863 WARRINGTON WATER TANK               APPROX. 6.8 KM 2472649.7 |
 BG3810| BG3833 PENSACOLA S SHORE BAYOU CHI TK      APPROX. 3.4 KM 2514345.7 |
 BG3810| BG3836 PENSACOLA CREOSOTING CO TANK        APPROX. 2.3 KM 2542701.6 |
 BG3810| BG3834 PENSACOLA NEWPORT IND INC TANK      APPROX. 3.0 KM 2660759.9 |
 BG3810| DD8324 BANK RM 2                             3.480 METERS 26612     |
 BG3810| BG3861 CORRY FIELD WATER TANK              APPROX. 7.3 KM 2680704.7 |
 BG3810| DD8327 BANK 2 RM 3                           2.905 METERS 31938     |
 BG3810| BG3813 BANK                                  3.965 METERS 34052     |
 BG3810| BG3823 PENSACOLA SAN CARL HTL WCOA TR      479.965 METERS 3422039.8 |
 BG3810| BG3829 PENSACOLA SE COMP WAREHOUSE TK      APPROX. 3.5 KM 3450425.8 |
 BG3810| BG3815 PENSACOLA AMER AGR CHEM CO TK       APPROX. 4.8 KM 3454322.3 |
 BG3810| BG3819 PENSACOLA SO COTTON OIL CO TK       APPROX. 3.8 KM 3455525.9 |
 BG3810|---------------------------------------------------------------------|
 BG3810
 BG3810                          SUPERSEDED SURVEY CONTROL
 BG3810
 BG3810  NAD 83(1990)-  30 24 34.12221(N)    087 12 51.74603(W) AD(       ) 1
 BG3810  NAD 83(1986)-  30 24 34.13479(N)    087 12 51.74357(W) AD(       ) 1
 BG3810  NAD 27      -  30 24 33.42000(N)    087 12 51.84900(W) AD(       ) 1
 BG3810
 BG3810.Superseded values are not recommended for survey control.
 BG3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3810.See file dsdata.txt to determine how the superseded data were derived.
 BG3810
 BG3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7941064180(NAD 83)
 BG3810_MARKER: Z = SEE DESCRIPTION
 BG3810_SETTING: 0 = UNSPECIFIED SETTING
 BG3810
 BG3810  HISTORY     - Date     Condition        Report By
 BG3810  HISTORY     - 1934     MONUMENTED       CGS
 BG3810  HISTORY     - 1942     GOOD             CGS
 BG3810  HISTORY     - 1962     MARK NOT FOUND   CGS
 BG3810  HISTORY     - 1968     SEE DESCRIPTION  FLDT
 BG3810  HISTORY     - 1971     GOOD             NGS
 BG3810  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BG3810  HISTORY     - 1981     GOOD             NGS
 BG3810
 BG3810                          STATION DESCRIPTION
 BG3810
 BG3810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BG3810'STATION IS THE INTERSECTION OF CROSS IN THE HEAD OF BRASS SCREW,
 BG3810'ON THE ROOF OF THE ELEVATOR SHAFT ON THE AMERICAN NATIONAL BANK
 BG3810'BUILDING, AT THE NE CORNER OF PALAFOX AND GOVERNMENT STREETS
 BG3810'IN PENSACOLA.  THE SCREW, WHICH IS 1.5 INCHES IN LENGTH, WAS
 BG3810'DRIVEN INTO THE SLAG ROOF TO A DEPTH OF 1 INCH.  NEAT CEMENT WAS
 BG3810'THEN PLACED AROUND THE REMAINING HALF-INCH IN ORDER TO SECURE
 BG3810'IT MORE FIRMLY INTO THE ROOF.  IT IS 3.07 FEET W OF THE INSIDE
 BG3810'EDGE OF E PARAPET WALL, 8.57 FEET N OF S EDGE OF SHAFT ROOF,
 BG3810'11.02 FEET E OF INSIDE EDGE OF W PARAPET WALL.
 BG3810'
 BG3810'ONE REFERENCE MARK IS A TRIANGLE CUT INTO THE TOP OF THE W
 BG3810'PARAPET WALL OF THE SHAFT ROOF, 6 INCHES FROM ITS S END.  IT
 BG3810'IS 14.02 FEET SW OF THE STATION.
 BG3810'
 BG3810'ANOTHER REFERENCE MARK IS A TRIANGLE CUT INTO THE TOP OF THE
 BG3810'E PARAPET WALL, 8 INCHES FROM ITS S END.  IT IS 8.48 FEET SE OF
 BG3810'THE STATION.
 BG3810'
 BG3810'STATION BANK 1919, THE GEOMETRIC CENTER OF THE WEATHER VANE OF
 BG3810'THE STEEL OBSERVATION TOWER OF THE WEATHER BUREAU STATION SITUATED
 BG3810'ON THE SAME ROOF, IS 13.01 FEET NNW OF THIS STATION.
 BG3810'
 BG3810'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BG3810
 BG3810                          STATION RECOVERY (1942)
 BG3810
 BG3810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CAS)
 BG3810'STATION RECOVERED AS DESCRIBED EXCEPT FOR REFERENCE MARKS.  IT
 BG3810'IS ON AMERICAN NATIONAL BANK BUILDING AT THE NE CORNER OF
 BG3810'INTERSECTION OF PALAFOX AND GOVERNMENT STREETS IN PENSACOLA.
 BG3810'
 BG3810'THE STATION IS THE INTERSECTION OF CROSS IN THE HEAD OF BRASS
 BG3810'SCREW ON THE ROOF OF THE ELEVATOR SHAFT OF THE BUILDING.  THE
 BG3810'SCREW, WHICH IS 1.5 INCHES IN LENGTH, IS DRIVEN INTO THE SLAG
 BG3810'ROOF TO A DEPTH OF 1 INCH.  THE REMAINING HALF INCH IS SECURED
 BG3810'BY NEAT CEMENT PLACED FIRMLY AROUND THE SCREW AND BONDED TO
 BG3810'THE SLAG.  THE MARK IS 3.07 FEET W OF THE INSIDE EDGE OF E
 BG3810'PARAPET WALL, 8.57 FEET N OF S EDGE OF SHAFT ROOF, AND 11.02
 BG3810'FEET E OF INSIDE EDGE OF W PARAPET WALL.
 BG3810'
 BG3810'THE REFERENCE MARKS ESTABLISHED BY G.L.A. HAVE BEEN DESTROYED
 BG3810'BY CRUMBING OF CONCRETE CAPPING OF PARAPET WALL.
 BG3810'
 BG3810'REFERENCE MARKS NOS. 1 AND 2 ESTABLISHED FOR STATION BANK 1919
 BG3810'WERE RECOVERED AND USED AS REFERENCES FOR BANK 2.
 BG3810'
 BG3810'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF THE WALL
 BG3810'OF THE WEATHER BUREAU STATION (WHICH IS ON TOP OF BANK BUILDING)
 BG3810'2 FEET W OF THE TOP OF STAIRS LEADING OUT ON THE ROOF.
 BG3810'
 BG3810'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN TOP OF THE WALL
 BG3810'OF THE WEATHER BUREAU STATION 10 FEET FROM THE SW CORNER.
 BG3810'
 BG3810'REFERENCE MARK NO. 3, ESTABLISHED BY PARTY OF C.A. SCHANCK, IS A
 BG3810'STANDARD DISK CEMENTED IN DRILL HOLE IN CONCRETE FOOTING FOR
 BG3810'SW LEG OF WEATHER BUREAU OBSERVATION TOWER.
 BG3810
 BG3810                          STATION RECOVERY (1962)
 BG3810
 BG3810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 BG3810'THIS STATION WAS SEARCHED FOR BUT COULD NOT BE RECOVERED.  A NEW
 BG3810'ROOF HAS BEEN PUT ON THE BUILDING, PROBABLY DESTROYING OR
 BG3810'COVERING THE STATION.  R.M. 1, 2, AND 3, WERE RECOVERED AS
 BG3810'DESCRIBED, ALL BEING IN GOOD CONDITION.  R.M. 3 WAS PHOTO
 BG3810'IDENTIFIED.
 BG3810
 BG3810                          STATION RECOVERY (1968)
 BG3810
 BG3810'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1968 (TEJ)
 BG3810'THIS STATION WAS DESTROYED BY A NEW ROOF.  WE FOUND ALL THREE
 BG3810'REFERENCE MARKERS TO BE IN GOOD CONDITION.  WE RE-SET STATION WITH
 BG3810'A SURVEY TACK USING REFERENCE MARKS 1, 2 AND 3.  STATION WAS
 BG3810'OCCUPIED.
 BG3810
 BG3810                          STATION RECOVERY (1971)
 BG3810
 BG3810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BG3810'SURVEY TACK MARKING THE STATION, SET BY FLORIDA STATE ROAD DEPT.,
 BG3810'WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 (C AND
 BG3810'GS STANDARD DISKS) WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 BG3810'MARK 3 WAS SEARCHED FOR BUT NOT FOUND.
 BG3810'
 BG3810'STATION MARK IS IN THE CENTER OF THE SE QUARTER OF THE TOP OF
 BG3810'THE ELEVATOR SHAFT IN THE EMPIRE BUILD. AT THE NE CORNER OF THE
 BG3810'INTERSECTION OF PALAFOX AND GOVERNMENT STREETS.
 BG3810'
 BG3810'REFERENCE MARK 1 IS ON THE W WALL OF THE TOP OF THE ELEVATOR
 BG3810'SHAFT.  REFERENCE MARK 2 IS ON THE E WALL.  BOTH ARE COVERED BY
 BG3810'A THIN LAYER OF TAR.  THE WEATHER STATION NO LONGER EXISTS.
 BG3810
 BG3810                          STATION RECOVERY (1972)
 BG3810
 BG3810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BG3810'STATION WAS NOT RECOVERED AT THIS TIME.  ATTORNEYS, BEGGS LANE
 BG3810'DANIEL GAINS AND DAVIS, BRENT ANNEX, PENSACOLA, PHONE 432-2451,
 BG3810'TRUSTEE OF THE LEWIS BUILDING, HAVE JUST SOLD BUILDING TO A NEW
 BG3810'OWNER.  NO ADMITTANCE CAN BE OBTAINED AS THE BUILDING IS
 BG3810'LOCKED.  THE BUILDING IS UNDER REMODELING CONSTRUCTION AND HAS
 BG3810'NO ELEVATOR OR ACCESS TO THE TOP OF THE BUILDING.
 BG3810'
 BG3810'STATION WILL BE VISITED AT A LATER DATE.
 BG3810'
 BG3810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG3810'IN DOWNTOWN PENSACOLA.
 BG3810
 BG3810                          STATION RECOVERY (1981)
 BG3810
 BG3810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BG3810'REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION
 BG3810'UNDER 1/2 INCH OF TARPAPER AND TAR.  THEY WERE FOUND WITH A METAL
 BG3810'DETECTOR.  THE STATION MARK WAS SEARCHED FOR WITH A METAL
 BG3810'DETECTOR.  A SOUND WAS MADE AT POINT OF INTERSECTION OF TAPED
 BG3810'DISTANCES FROM REFERENCE MARKS 1 AND 2.  DUE TO BEING LIBAL FOR
 BG3810'DAMAGE GOING THROUGH ALL THE TAR AND TAR PAPER THE STATION WAS RESET
 BG3810'USING THE DISTANCES FROM REFERENCE MARKS 1 AND 2.  THE DIRECTION
 BG3810'BETWEEN REFERENCE MARKS WAS 17 MINUTES 06 SECONDS DIFFERENT THAN THAT
 BG3810'OBSERVED IN 1942 RECOVERY NOTE BY C.A.S.  DUE TO CHANGES, A COMPLETE
 BG3810'NEW DESCRIPTION FOLLOWS.
 BG3810'
 BG3810'STATION IS LOCATED IN DOWNTOWN PENSACOLA, ON TOP OF THE ELEVATOR
 BG3810'SHAFT IN THE SOUTHEAST QUARTER OF ROOF OF THE SEVILLE TOWER BUILDING
 BG3810'LOCATED IN THE NORTHEAST CORNER OF INTERSECTION OF PALAFOX AND
 BG3810'GOVERNMENT STREET.
 BG3810'
 BG3810'STATION MARK IS A STANDARD DISK EMBEDDED IN THE TAR PAPER AND TAR
 BG3810'AND IS STAMPED BANK 2 1934 1981.  IT IS 25.2 FEET SOUTHEAST OF THE
 BG3810'NORTHWEST OUTSIDE CORNER OF SEVILLE TOWER ELEVATOR SHAFT, 24.0 FEET
 BG3810'SOUTH-SOUTHWEST OF THE NORTHEAST OUTSIDE CORNER OF SHAFT, 14.5 FEET
 BG3810'NORTHEAST OF THE SOUTHWEST OUTSIDE CORNER OF SHAFT, 9.3 FEET NORTHWEST
 BG3810'OF THE SOUTHEAST OUTSIDE CORNER OF THE SHAFT AND 3.8 FEET WEST OF
 BG3810'THE OUTSIDE OF EAST SIDE OF SHAFT.
 BG3810'
 BG3810'REFERENCE MARK 1 A STANDARD DISK WITH NO STAMPING.  IT IS SET ON TOP
 BG3810'OF THE EAST WALL OF ROOF THAT PROJECTS 12-INCHES, IS 25.0 FEET
 BG3810'SOUTHEAST OF THE PROJECTED POINT OF THE NORTHWEST CORNER OF THE
 BG3810'ELEVATOR SHAFT, 16.7 FEET SOUTH OF THE NORTH CORNER OF WALL, 0.45
 BG3810'FOOT EAST OF THE WEST EDGE OF WALL AND 0.35 FOOT WEST OF THE EAST
 BG3810'OUTSIDE EDGE OF WALL.
 BG3810'
 BG3810'REFERENCE MARK 2 A STANDARD DISK WITH NO STAMPING.  IT IS SET ON
 BG3810'TOP OF THE WEST WALL OF ROOF THAT PROJECTS 12-INCHES, IS 20.95 FEET
 BG3810'SOUTH OF THE NORTH EDGE OF WALL, 10.2 FEET NORTH OF THE SOUTH EDGE
 BG3810'OF WALL, 5-INCHES WEST OF THE EAST INSIDE EDGE OF WALL AND 4-INCHES
 BG3810'EAST OF THE WEST OUTSIDE EDGE OF WALL.
 BG3810'
 BG3810'NOTICE--BOTH REFERENCE MARKS WERE COVERED WITH TAR AFTER STATION
 BG3810'WAS OCCUPIED TO STOP POSSIBLE LEAKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0275 ***********************************************************************
 BE0275  DESIGNATION -  BANK RM 1
 BE0275  PID         -  BE0275
 BE0275  STATE/COUNTY-  FL/JACKSON
 BE0275  USGS QUAD   -  MARIANNA (1994)
 BE0275
 BE0275                         *CURRENT SURVEY CONTROL
 BE0275  ___________________________________________________________________
 BE0275* NAD 83(1986)-  30 52 12.     (N)    085 09 44.     (W)     SCALED    
 BE0275* NAVD 88     -        34.523  (meters)     113.26   (feet)  ADJUSTED  
 BE0275  ___________________________________________________________________
 BE0275  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BE0275  DYNAMIC HT  -          34.479 (meters)     113.12  (feet)  COMP
 BE0275  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 BE0275
 BE0275  VERT ORDER  -  SECOND    CLASS 0
 BE0275
 BE0275.The horizontal coordinates were scaled from a topographic map and have
 BE0275.an estimated accuracy of +/- 6 seconds.
 BE0275
 BE0275.The orthometric height was determined by differential leveling
 BE0275.and adjusted by the National Geodetic Survey in June 1991..
 BE0275
 BE0275.The geoid height was determined by GEOID03.
 BE0275
 BE0275.The dynamic height is computed by dividing the NAVD 88
 BE0275.geopotential number by the normal gravity value computed on the
 BE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0275.degrees latitude (g = 980.6199 gals.).
 BE0275
 BE0275.The modeled gravity was interpolated from observed gravity values.
 BE0275
 BE0275;                    North         East    Units  Estimated Accuracy
 BE0275;SPC FL N     -   207,480.      536,670.      MT  (+/- 180 meters Scaled)
 BE0275
 BE0275                          SUPERSEDED SURVEY CONTROL
 BE0275
 BE0275  NGVD 29 (??/??/92)   34.648  (m)          113.67   (f) ADJ UNCH    2 0
 BE0275
 BE0275.Superseded values are not recommended for survey control.
 BE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0275.See file dsdata.txt to determine how the superseded data were derived.
 BE0275
 BE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV756166(NAD 83)
 BE0275_MARKER: DR = REFERENCE MARK DISK
 BE0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE0275_SP_SET: CURB
 BE0275_STAMPING: BANK NO 1 1945
 BE0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE0275
 BE0275  HISTORY     - Date     Condition        Report By
 BE0275  HISTORY     - 1945     MONUMENTED       CGS
 BE0275  HISTORY     - 1952     GOOD             NGS
 BE0275  HISTORY     - 1989     GOOD             USPSQD
 BE0275  HISTORY     - 20010331 GOOD             NGS
 BE0275  HISTORY     - 20010331 GOOD             NGS
 BE0275
 BE0275                          STATION DESCRIPTION
 BE0275
 BE0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0275'AT GREENWOOD.
 BE0275'AT GREENWOOD, AT THE JUNCTION OF STATE HIGHWAYS 71 AND 69, SET
 BE0275'IN THE TOP OF CONCRETE CURB OF A BLACK TOP STREET WEST, 53
 BE0275'FEET WEST OF CENTER LINE OF HIGHWAY 71, 24 FEET NORTH OF CENTER
 BE0275'LINE OF STREET WEST AND EXTENDED CENTER LINE OF HIGHWAY 69
 BE0275'LEADING EAST, 6.7 FEET SOUTH OF SOUTH FACE OF WATFORDS STORE,
 BE0275'AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY 71.
 BE0275
 BE0275                          STATION RECOVERY (1989)
 BE0275
 BE0275'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0275'RECOVERED IN GOOD CONDITION.
 BE0275
 BE0275                          STATION RECOVERY (2001)
 BE0275
 BE0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0275'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0275
 BE0275                          STATION RECOVERY (2001)
 BE0275
 BE0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0275'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2629 ***********************************************************************
 AK2629  DESIGNATION -  BANK RM 1
 AK2629  PID         -  AK2629
 AK2629  STATE/COUNTY-  FL/BREVARD
 AK2629  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2629
 AK2629                         *CURRENT SURVEY CONTROL
 AK2629  ___________________________________________________________________
 AK2629* NAD 83(1986)-  28 24 42.     (N)    080 35 34.     (W)     SCALED    
 AK2629* NAVD 88     -         4.729  (meters)      15.52   (feet)  POSTED    
 AK2629  ___________________________________________________________________
 AK2629  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2629  DYNAMIC HT  -           4.720 (meters)      15.49  (feet)  COMP
 AK2629  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 AK2629
 AK2629  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AK2629
 AK2629.The horizontal coordinates were scaled from a topographic map and have
 AK2629.an estimated accuracy of +/- 6 seconds.
 AK2629
 AK2629.The orthometric height was determined by differential leveling
 AK2629.and adjusted by the National Geodetic Survey in 1992..
 AK2629.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AK2629.rate greater than 8.0 mm/km.
 AK2629
 AK2629.The geoid height was determined by GEOID03.
 AK2629
 AK2629.The dynamic height is computed by dividing the NAVD 88
 AK2629.geopotential number by the normal gravity value computed on the
 AK2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2629.degrees latitude (g = 980.6199 gals.).
 AK2629
 AK2629.The modeled gravity was interpolated from observed gravity values.
 AK2629
 AK2629;                    North         East    Units  Estimated Accuracy
 AK2629;SPC FL E     -   451,900.      239,900.      MT  (+/- 180 meters Scaled)
 AK2629
 AK2629                          SUPERSEDED SURVEY CONTROL
 AK2629
 AK2629  NGVD 29 (??/??/92)    5.117  (m)           16.79   (f) ADJ UNCH    1 2
 AK2629
 AK2629.Superseded values are not recommended for survey control.
 AK2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2629.See file dsdata.txt to determine how the superseded data were derived.
 AK2629
 AK2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM398428(NAD 83)
 AK2629_MARKER: DR = REFERENCE MARK DISK
 AK2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2629_STAMPING: BANK NO 1 1958
 AK2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2629+STABILITY: SURFACE MOTION
 AK2629
 AK2629  HISTORY     - Date     Condition        Report By
 AK2629  HISTORY     - 1958     MONUMENTED       CGS
 AK2629  HISTORY     - 1959     GOOD             NGS
 AK2629  HISTORY     - 1976     MARK NOT FOUND   USGS
 AK2629
 AK2629                          STATION DESCRIPTION
 AK2629
 AK2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2629'AT CAPE CANAVERAL.
 AK2629'3/4 MILE EAST-SOUTHEAST OF THE SOUTH GATE (ENTRANCE TO THE BASE)
 AK2629'AND 143 PACES NORTH OF THE NORTH BANK OF A CANAL.  A 6 X 6 INCH
 AK2629'CONCRETE POST WHICH PROJECTS 5 INCHES.  TO REACH FROM THE SOUTH
 AK2629'GATE AT CAPE CANAVERAL MISSILE BASE, GO EAST FOR 0.2 MILE TO A
 AK2629'FORK, KEEP RIGHT FORK SOUTHERLY FOR 0.05 MILE TO A FORK, CONTINUE
 AK2629'SOUTH FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT (EAST) FOR
 AK2629'0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT (NORTH) FOR 0.05 MILE TO
 AK2629'A TRACK ROAD RIGHT, TURN RIGHT (EAST) FOR 0.1 MILE TO THE MARK.
 AK2629
 AK2629                          STATION RECOVERY (1976)
 AK2629
 AK2629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AK2629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0276 ***********************************************************************
 BE0276  DESIGNATION -  BANK RM 2
 BE0276  PID         -  BE0276
 BE0276  STATE/COUNTY-  FL/JACKSON
 BE0276  USGS QUAD   -  MARIANNA (1994)
 BE0276
 BE0276                         *CURRENT SURVEY CONTROL
 BE0276  ___________________________________________________________________
 BE0276* NAD 83(1986)-  30 52 12.     (N)    085 09 44.     (W)     SCALED    
 BE0276* NAVD 88     -        35.296  (meters)     115.80   (feet)  ADJUSTED  
 BE0276  ___________________________________________________________________
 BE0276  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BE0276  DYNAMIC HT  -          35.250 (meters)     115.65  (feet)  COMP
 BE0276  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 BE0276
 BE0276  VERT ORDER  -  SECOND    CLASS 0
 BE0276
 BE0276.The horizontal coordinates were scaled from a topographic map and have
 BE0276.an estimated accuracy of +/- 6 seconds.
 BE0276
 BE0276.The orthometric height was determined by differential leveling
 BE0276.and adjusted by the National Geodetic Survey in June 1991..
 BE0276
 BE0276.The geoid height was determined by GEOID03.
 BE0276
 BE0276.The dynamic height is computed by dividing the NAVD 88
 BE0276.geopotential number by the normal gravity value computed on the
 BE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0276.degrees latitude (g = 980.6199 gals.).
 BE0276
 BE0276.The modeled gravity was interpolated from observed gravity values.
 BE0276
 BE0276;                    North         East    Units  Estimated Accuracy
 BE0276;SPC FL N     -   207,480.      536,670.      MT  (+/- 180 meters Scaled)
 BE0276
 BE0276                          SUPERSEDED SURVEY CONTROL
 BE0276
 BE0276  NGVD 29 (??/??/92)   35.421  (m)          116.21   (f) ADJ UNCH    2 0
 BE0276
 BE0276.Superseded values are not recommended for survey control.
 BE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0276.See file dsdata.txt to determine how the superseded data were derived.
 BE0276
 BE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV756166(NAD 83)
 BE0276_MARKER: DR = REFERENCE MARK DISK
 BE0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE0276_SP_SET: CONCRETE APRON
 BE0276_STAMPING: BANK NO 2 1945
 BE0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE0276
 BE0276  HISTORY     - Date     Condition        Report By
 BE0276  HISTORY     - 1945     MONUMENTED       CGS
 BE0276  HISTORY     - 1952     GOOD             NGS
 BE0276  HISTORY     - 1978     MARK NOT FOUND   USGS
 BE0276  HISTORY     - 19910524 MARK NOT FOUND   NGS
 BE0276
 BE0276                          STATION DESCRIPTION
 BE0276
 BE0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0276'AT GREENWOOD.
 BE0276'AT GREENWOOD, AT THE JUNCTION OF STATE HIGHWAYS 71 AND 69,
 BE0276'45 1/2 FEET EAST OF CENTER LINE OF HIGHWAY 71, 65 FEET SOUTH
 BE0276'OF CENTER LINE OF HIGHWAY 69, 8 INCHES NORTHWEST OF SOUTHWEST
 BE0276'CORNER OF BANK OF GREENWOOD, AND SET IN THE CONCRETE APRON IN
 BE0276'FRONT OF BANK.
 BE0276
 BE0276                          STATION RECOVERY (1978)
 BE0276
 BE0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BE0276'MARK NOT FOUND.
 BE0276
 BE0276                          STATION RECOVERY (1991)
 BE0276
 BE0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0276'NOTE  THIS AREA IS NOW A VACANT LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2630 ***********************************************************************
 AK2630  DESIGNATION -  BANK RM 2
 AK2630  PID         -  AK2630
 AK2630  STATE/COUNTY-  FL/BREVARD
 AK2630  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2630
 AK2630                         *CURRENT SURVEY CONTROL
 AK2630  ___________________________________________________________________
 AK2630* NAD 83(1986)-  28 24 42.     (N)    080 35 34.     (W)     SCALED    
 AK2630* NAVD 88     -         4.434  (meters)      14.55   (feet)  POSTED    
 AK2630  ___________________________________________________________________
 AK2630  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2630  DYNAMIC HT  -           4.430 (meters)      14.53  (feet)  COMP
 AK2630  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 AK2630
 AK2630  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AK2630
 AK2630.The horizontal coordinates were scaled from a topographic map and have
 AK2630.an estimated accuracy of +/- 6 seconds.
 AK2630
 AK2630.The orthometric height was determined by differential leveling
 AK2630.and adjusted by the National Geodetic Survey in 1992..
 AK2630.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AK2630.rate greater than 8.0 mm/km.
 AK2630
 AK2630.The geoid height was determined by GEOID03.
 AK2630
 AK2630.The dynamic height is computed by dividing the NAVD 88
 AK2630.geopotential number by the normal gravity value computed on the
 AK2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2630.degrees latitude (g = 980.6199 gals.).
 AK2630
 AK2630.The modeled gravity was interpolated from observed gravity values.
 AK2630
 AK2630;                    North         East    Units  Estimated Accuracy
 AK2630;SPC FL E     -   451,900.      239,900.      MT  (+/- 180 meters Scaled)
 AK2630
 AK2630                          SUPERSEDED SURVEY CONTROL
 AK2630
 AK2630  NGVD 29 (??/??/92)    4.823  (m)           15.82   (f) ADJ UNCH    1 2
 AK2630
 AK2630.Superseded values are not recommended for survey control.
 AK2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2630.See file dsdata.txt to determine how the superseded data were derived.
 AK2630
 AK2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM398428(NAD 83)
 AK2630_MARKER: DB = BENCH MARK DISK
 AK2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2630_STAMPING: BANK NO 2 1958
 AK2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2630+STABILITY: SURFACE MOTION
 AK2630
 AK2630  HISTORY     - Date     Condition        Report By
 AK2630  HISTORY     - 1958     MONUMENTED       CGS
 AK2630  HISTORY     - 1959     GOOD             NGS
 AK2630  HISTORY     - 1976     MARK NOT FOUND   USGS
 AK2630
 AK2630                          STATION DESCRIPTION
 AK2630
 AK2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AK2630'AT CAPE CANAVERAL.
 AK2630'3/4 MILE EAST-SOUTHEAST OF THE SOUTH GATE (ENTRANCE TO THE BASE)
 AK2630'AND 151 PACES NORTH OF THE NORTH BANK OF A CANAL.  A 6 X 6 INCH
 AK2630'CONCRETE POST WHICH PROJECTS 5 INCHES.  TO REACH FROM THE SOUTH
 AK2630'GATE AT CAPE CANAVERAL MISSILE BASE, GO EAST FOR 0.2 MILE TO A
 AK2630'FORK, KEEP RIGHT FORK SOUTHERLY FOR 0.05 MILE TO A FORK, CONTINUE
 AK2630'SOUTH FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT (EAST) FOR
 AK2630'0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT (NORTH) FOR 0.05 MILE
 AK2630'TO A TRACK ROAD RIGHT, TURN RIGHT (EAST) ON THE TRACK ROAD FOR
 AK2630'0.1 MILE TO THE MARK.
 AK2630
 AK2630                          STATION RECOVERY (1976)
 AK2630
 AK2630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AK2630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AA1134 ***********************************************************************
 AA1134  DESIGNATION -  BAR
 AA1134  PID         -  AA1134
 AA1134  STATE/COUNTY-  FL/MONROE
 AA1134  USGS QUAD   -  BAY KEYS (1972)
 AA1134
 AA1134                         *CURRENT SURVEY CONTROL
 AA1134  ___________________________________________________________________
 AA1134* NAD 83(1990)-  24 38 15.93654(N)    081 45 53.39747(W)     ADJUSTED  
 AA1134* NAVD 88     -        -0.41   (+/-2cm)      -1.3    (feet)  VERTCON   
 AA1134  ___________________________________________________________________
 AA1134  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA1134  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AA1134
 AA1134  HORZ ORDER  -  THIRD
 AA1134  VERT ORDER  -  THIRD ? (See Below)
 AA1134
 AA1134.The horizontal coordinates were established by classical geodetic methods
 AA1134.and adjusted by the National Geodetic Survey in May 1991..
 AA1134
 AA1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1134.The vertical order pertains to the NGVD 29 superseded value.
 AA1134
 AA1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1134
 AA1134.The geoid height was determined by GEOID03.
 AA1134
 AA1134;                    North         East     Units Scale Factor Converg.
 AA1134;SPC FL E     -    33,933.397   122,568.291   MT  1.00001520   -0 19 07.9
 AA1134;SPC FL E     -   111,329.82    402,126.13   sFT  1.00001520   -0 19 07.9
 AA1134;UTM  17      - 2,725,053.801   422,594.710   MT  0.99967400   -0 19 07.9
 AA1134
 AA1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1134!SPC FL E     -   1.00000346  x   1.00001520  =   1.00001866
 AA1134!UTM  17      -   1.00000346  x   0.99967400  =   0.99967746
 AA1134
 AA1134                          SUPERSEDED SURVEY CONTROL
 AA1134
 AA1134  NAD 83(1986)-  24 38 15.94350(N)    081 45 53.38612(W) AD(       ) 3
 AA1134  NAD 27      -  24 38 14.42752(N)    081 45 54.05782(W) AD(       ) 3
 AA1134  NGVD 29 (07/19/86)    0.00   (m)            0.0    (f) LEVELING    3  
 AA1134
 AA1134.Superseded values are not recommended for survey control.
 AA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1134.See file dsdata.txt to determine how the superseded data were derived.
 AA1134
 AA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2259525054(NAD 83)
 AA1134_MARKER: Z = SEE DESCRIPTION
 AA1134_SETTING: 0 = UNSPECIFIED SETTING
 AA1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1134
 AA1134  HISTORY     - Date     Condition        Report By
 AA1134  HISTORY     - 1935     MONUMENTED       CGS
 AA1134
 AA1134                          STATION DESCRIPTION
 AA1134
 AA1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WHB)
 AA1134'STATION IS APPROXIMATELY 6 MILES NNE OF KEY WEST LIGHTHOUSE IN
 AA1134'THE SHALLOW WATER JUST N OF THE LARGE KEY WHICH FORMS THE SE
 AA1134'ISLAND OF THE BAY KEYS.
 AA1134'
 AA1134'STATION IS A TEMPORARY HYDROGRAPHIC SIGNAL AND IS NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4227 ***********************************************************************
 AC4227  DESIGNATION -  BAR
 AC4227  PID         -  AC4227
 AC4227  STATE/COUNTY-  FL/MONROE
 AC4227  USGS QUAD   -  BLACKWATER SOUND (1973)
 AC4227
 AC4227                         *CURRENT SURVEY CONTROL
 AC4227  ___________________________________________________________________
 AC4227* NAD 83(1990)-  25 13 11.32978(N)    080 25 06.69187(W)     ADJUSTED  
 AC4227* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC4227  ___________________________________________________________________
 AC4227  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AC4227  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AC4227
 AC4227  HORZ ORDER  -  SECOND
 AC4227
 AC4227.The horizontal coordinates were established by classical geodetic methods
 AC4227.and adjusted by the National Geodetic Survey in May 1991..
 AC4227
 AC4227.The orthometric height was scaled from a topographic map.
 AC4227
 AC4227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4227
 AC4227.The geoid height was determined by GEOID03.
 AC4227
 AC4227;                    North         East     Units Scale Factor Converg.
 AC4227;SPC FL E     -    98,315.987   258,592.234   MT  0.99998356   +0 14 52.0
 AC4227;SPC FL E     -   322,558.37    848,398.02   sFT  0.99998356   +0 14 52.0
 AC4227;UTM  17      - 2,789,414.424   558,572.243   MT  0.99964236   +0 14 52.0
 AC4227
 AC4227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4227!SPC FL E     -   1.00000392  x   0.99998356  =   0.99998748
 AC4227!UTM  17      -   1.00000392  x   0.99964236  =   0.99964628
 AC4227
 AC4227|---------------------------------------------------------------------|
 AC4227| PID    Reference Object                     Distance      Geod. Az  |
 AC4227|                                                           dddmmss.s |
 AC4227| CW7939 BAR RM 1                              8.515 METERS 16347     |
 AC4227| CW7940 BAR RM 2                             10.910 METERS 24548     |
 AC4227| AC4284 AND                                 APPROX. 4.3 KM 3550640.3 |
 AC4227|---------------------------------------------------------------------|
 AC4227
 AC4227                          SUPERSEDED SURVEY CONTROL
 AC4227
 AC4227  NAD 83(1986)-  25 13 11.32808(N)    080 25 06.68735(W) AD(       ) 2
 AC4227  NAD 27      -  25 13 09.89761(N)    080 25 07.48700(W) AD(       ) 2
 AC4227
 AC4227.Superseded values are not recommended for survey control.
 AC4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4227.See file dsdata.txt to determine how the superseded data were derived.
 AC4227
 AC4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5857289414(NAD 83)
 AC4227_MARKER: DS = TRIANGULATION STATION DISK
 AC4227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC4227_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AC4227
 AC4227  HISTORY     - Date     Condition        Report By
 AC4227  HISTORY     - 1930     MONUMENTED       CGS
 AC4227  HISTORY     - 1934     GOOD             CGS
 AC4227  HISTORY     - 1947     POOR             CGS
 AC4227  HISTORY     - 1977     MARK NOT FOUND   NGS
 AC4227
 AC4227                          STATION DESCRIPTION
 AC4227
 AC4227'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CS)
 AC4227'STATION IS ON THE W SHORE OF BARNES SOUND ON THE N SHORE OF
 AC4227'DIVISION POINT.  STATION IS AT EDGE OF DEAD MANGROVE ROOTS IN ABOUT
 AC4227'1 FOOT OF WATER AT HIGH TIDE.
 AC4227'
 AC4227'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AC4227'CONCRETE IN THE TOP OF A TILE.
 AC4227'
 AC4227'REFERENCE MARKS ARE IN EDGE OF MANGROVE.  MUD BOTTOM.
 AC4227
 AC4227                          STATION RECOVERY (1934)
 AC4227
 AC4227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4227'STATION RECOVERED IN GOOD CONDITION, ON THE W SHORE OF BARNES
 AC4227'SOUND, ON THE N SHORE OF DIVISION POINT.  THE STATION IS ABOUT 20
 AC4227'METERS OUTSIDE OF THE LINE OF MANGROVES.
 AC4227'
 AC4227'AS THE SHORE IS RAPIDLY ERODING AWAY THE MARKER WAS RE-ENFORCED BY
 AC4227'POURING ABOUT 2 CUBIC FEET OF CONCRETE IN A FORM ABOUT THE TILE
 AC4227'WHICH HOLDS THE MARKER.
 AC4227'
 AC4227'THE STATION AND THE TWO REFERENCE MARKS CONSIST OF 8-INCH TILES
 AC4227'FILLED WITH CONCRETE IN WHICH ARE SET STANDARD TRIANGULATION AND
 AC4227'REFERENCE DISKS.
 AC4227
 AC4227                          STATION RECOVERY (1947)
 AC4227
 AC4227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4227'STATION WAS FOUND KNOCKED OVER AND OUT OF POSITION.  HOWEVER, R.M. 1
 AC4227'AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 AC4227'
 AC4227'STATION WAS NOT RE-MARKED.
 AC4227
 AC4227                          STATION RECOVERY (1977)
 AC4227
 AC4227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JDS)
 AC4227'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AFTER
 AC4227'A THOROUGH SEARCH.
 AC4227'
 AC4227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IS FIVE MILES
 AC4227'NORTH OF KEY LARGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3038 ***********************************************************************
 BE3038  DESIGNATION -  BAR
 BE3038  PID         -  BE3038
 BE3038  STATE/COUNTY-  FL/BAY
 BE3038  USGS QUAD   -  PANAMA CITY (1982)
 BE3038
 BE3038                         *CURRENT SURVEY CONTROL
 BE3038  ___________________________________________________________________
 BE3038* NAD 83(1990)-  30 14 56.92379(N)    085 40 47.25354(W)     ADJUSTED  
 BE3038* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 BE3038  ___________________________________________________________________
 BE3038  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BE3038  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE3038
 BE3038  HORZ ORDER  -  THIRD
 BE3038
 BE3038.The horizontal coordinates were established by classical geodetic methods
 BE3038.and adjusted by the National Geodetic Survey in May 1991..
 BE3038
 BE3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3038
 BE3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3038
 BE3038.The geoid height was determined by GEOID03.
 BE3038
 BE3038;                    North         East     Units Scale Factor Converg.
 BE3038;SPC FL N     -   139,052.170   486,459.386   MT  0.99994945   -0 35 34.4
 BE3038;SPC FL N     -   456,206.99  1,595,992.17   sFT  0.99994945   -0 35 34.4
 BE3038;UTM  16      - 3,347,130.484   627,017.254   MT  0.99979904   +0 39 54.6
 BE3038
 BE3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3038!SPC FL N     -   1.00000413  x   0.99994945  =   0.99995358
 BE3038!UTM  16      -   1.00000413  x   0.99979904  =   0.99980317
 BE3038
 BE3038                          SUPERSEDED SURVEY CONTROL
 BE3038
 BE3038  NAD 83(1986)-  30 14 56.93419(N)    085 40 47.26371(W) AD(       ) 3
 BE3038  NGVD 29 (01/23/89)    1.6    (m)            5.     (f) VERT ANG       
 BE3038
 BE3038.Superseded values are not recommended for survey control.
 BE3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3038.See file dsdata.txt to determine how the superseded data were derived.
 BE3038
 BE3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2701747130(NAD 83)
 BE3038_MARKER: DD = SURVEY DISK
 BE3038_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BE3038_SP_SET: IRREGULAR CONCRETE MASS
 BE3038_STAMPING: BAR 1986
 BE3038_MARK LOGO: NOS   
 BE3038_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BE3038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3038+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1987
 BE3038
 BE3038  HISTORY     - Date     Condition        Report By
 BE3038  HISTORY     - 1986     MONUMENTED       NOS
 BE3038  HISTORY     - 1986     GOOD             NOS
 BE3038  HISTORY     - 19870101 GOOD             NOS
 BE3038  HISTORY     - 19960720 MARK NOT FOUND   USPSQD
 BE3038
 BE3038                          STATION DESCRIPTION
 BE3038
 BE3038'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BE3038'THE STATION IS LOCATED IN NORTH BAY ON THE TIP OF LITTLE OYSTER BAR
 BE3038'POINT (WHICH IS LOCATED BETWEEN UPPER GOOSE BAYOU AND LYNN HAVEN
 BE3038'BAYOU).  THE STATION IS LOCATED 2 MILES WEST OF THE SOUTHERN END OF
 BE3038'THE RT 77 BRIDGE.
 BE3038'
 BE3038'TO REACH THE STATION TRAVEL 2 MILES WEST FROM THE RT 77 BRIDGE TO
 BE3038'LITTLE OYSTER BAR POINT.
 BE3038'
 BE3038'THE STATION IS A STANDARD NOS BRASS DISK STAMPED---BAR 1986---, SET
 BE3038'IN CONCRETE 3 INCHES BELOW THE GROUND SURFACE.  THE STATION IS 1.71
 BE3038'METERS (5.6 FT) NORTH OF AN ORANGE ARMY CORPS OF ENGINEERS WITNESS
 BE3038'MARKER AND 8.60 M (28.60 FT) NORTHWEST FROM A 4 INCH PINE.
 BE3038'
 BE3038'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 BE3038'
 BE3038'DESCRIBED BY M BURNS.
 BE3038
 BE3038                          STATION RECOVERY (1986)
 BE3038
 BE3038'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 BE3038'RECOVERED IN GOOD CONDITION.
 BE3038
 BE3038                          STATION RECOVERY (1987)
 BE3038
 BE3038'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 BE3038'THE STATION IS LOCATED IN NORTH BAY ON THE TIP OF LITTLE OYSTER BAY
 BE3038'POINT (WHICH IS LOCATED BETWEEN UPPER GOOSE BAYOU AND LYNN HAVEN
 BE3038'BAYOU).  THE STATION IS LOCATED 2 MI W OF THE SOUTHERN END OF THE RT
 BE3038'77 BRIDGE.
 BE3038'TO REACH THE STATION TRAVEL 2 MI W FROM THE RT 77 BRIDGE TO LITTLE
 BE3038'OYSTER BAY POINT.
 BE3038'THE STATION IS A STANDARD NOS BRASS DISK SET IN CONCRETE 3 IN BELOW
 BE3038'THE GROUND SURFACE.  THE STATION IS 8.60 M (28.2 FT) NW FROM A 4 INCH
 BE3038'PINE AND 1.71 M (5.6 FT) N OF AN ORANGE ARMY CORPS OF ENGINEERS
 BE3038'WITNESS MARKER.
 BE3038'HEIGHT OF LIGHT SHOWN WAS 1.6 M (5.2 FT) ABOVE THE MARK.
 BE3038
 BE3038                          STATION RECOVERY (1996)
 BE3038
 BE3038'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE3038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1157 ***********************************************************************
 AG1157  DESIGNATION -  BAR 1928
 AG1157  PID         -  AG1157
 AG1157  STATE/COUNTY-  FL/LEE
 AG1157  USGS QUAD   -  PINE ISLAND CENTER (1987)
 AG1157
 AG1157                         *CURRENT SURVEY CONTROL
 AG1157  ___________________________________________________________________
 AG1157* NAD 83(1990)-  26 31 02.66634(N)    082 00 54.62255(W)     ADJUSTED  
 AG1157* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AG1157  ___________________________________________________________________
 AG1157  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AG1157  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AG1157
 AG1157  HORZ ORDER  -  THIRD
 AG1157
 AG1157.The horizontal coordinates were established by classical geodetic methods
 AG1157.and adjusted by the National Geodetic Survey in May 1991..
 AG1157
 AG1157.The orthometric height was scaled from a topographic map.
 AG1157
 AG1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1157
 AG1157.The geoid height was determined by GEOID03.
 AG1157
 AG1157;                    North         East     Units Scale Factor Converg.
 AG1157;SPC FL W     -   241,936.143   198,487.726   MT  0.99994120   -0 00 24.4
 AG1157;SPC FL W     -   793,752.16    651,205.15   sFT  0.99994120   -0 00 24.4
 AG1157;UTM  17      - 2,933,385.594   398,849.838   MT  0.99972632   -0 27 11.8
 AG1157
 AG1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1157!SPC FL W     -   1.00000363  x   0.99994120  =   0.99994483
 AG1157!UTM  17      -   1.00000363  x   0.99972632  =   0.99972995
 AG1157
 AG1157|---------------------------------------------------------------------|
 AG1157| PID    Reference Object                     Distance      Geod. Az  |
 AG1157|                                                           dddmmss.s |
 AG1157| AG1155 CALOOSAHATCHEE CUT D F LT 7         279.958 METERS 04226     |
 AG1157| AG1232 SANIBEL ISLAND LH 1909              APPROX. 7.1 KM 1791507.9 |
 AG1157|---------------------------------------------------------------------|
 AG1157
 AG1157                          SUPERSEDED SURVEY CONTROL
 AG1157
 AG1157  NAD 83(1986)-  26 31 02.66536(N)    082 00 54.63653(W) AD(       ) 3
 AG1157  NAD 27      -  26 31 01.37828(N)    082 00 55.30975(W) AD(       ) 3
 AG1157
 AG1157.Superseded values are not recommended for survey control.
 AG1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1157.See file dsdata.txt to determine how the superseded data were derived.
 AG1157
 AG1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9885033386(NAD 83)
 AG1157_MARKER: DS = TRIANGULATION STATION DISK
 AG1157_SETTING: 0 = UNSPECIFIED SETTING
 AG1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1157
 AG1157  HISTORY     - Date     Condition        Report By
 AG1157  HISTORY     - 1928     MONUMENTED       CGS
 AG1157  HISTORY     - 1936     GOOD             CGS
 AG1157  HISTORY     - 1943     GOOD             CGS
 AG1157  HISTORY     - 1959     GOOD             USE
 AG1157  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG1157
 AG1157                          STATION DESCRIPTION
 AG1157
 AG1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CS)
 AG1157'THIS STATION IS ON THE SE OF THE HIGH-WATER LINE OF A NARROW
 AG1157'BARE SAND BAR LOCATED 250 METERS S OF SHELL ISLAND, AND S OF
 AG1157'TRIANGULATION STATION JEWFISH.  STATION IS 250 METERS ABOUT SW
 AG1157'FROM BEACON NO. 7, WHICH IS TRIANGULATION STATION HAM.
 AG1157'
 AG1157'THIS STATION WAS MARKED IN 1928 BY A 1 1/2-INCH IRON PIPE DRIVEN
 AG1157'INTO THE GROUND ABOUT 4 FEET.  A 6-INCH TILE WAS SET AROUND THE
 AG1157'PIPE AND FILLED WITH CONCRETE.  A STANDARD MARKER WITH THE NAME
 AG1157'BAR 1928 WAS SET IN THE CONCRETE.  THE MARK PROJECTS ABOUT 6
 AG1157'INCHES ABOVE THE SURFACE WITH CONCRETE SPREAD AROUND IT.  THE
 AG1157'BAR IS ENTIRELY BARE OF ANYTHING AVAILABLE FOR WITNESS MARKS.
 AG1157'TILE IS 3 FEET LONG.
 AG1157'
 AG1157'THE TRIANGULATION STATION AGREES WITH 1927 TOPOGRAPHY STATION BAR.
 AG1157'
 AG1157'HIGH WATER IS 6 METERS FROM STATION N 60 DEG W.
 AG1157'
 AG1157'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 AG1157
 AG1157                          STATION RECOVERY (1936)
 AG1157
 AG1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (APL)
 AG1157'THE STATION WAS FOUND AS DESCRIBED, ON THE SW END OF SHELL CUT, ON
 AG1157'THE E OF A SPOIL BANK THAT IS UNDER WATER AT HIGH TIDE.  THE
 AG1157'MONUMENT WAS SLIGHTLY LOOSE, THEREFORE A GASOLINE DRUM WAS SUNK
 AG1157'AROUND THE MONUMENT, AND FILLED WITH CONCRETE.  THE MONUMENT
 AG1157'PROJECTS ABOUT 2 FEET ABOVE THE SURFACE OF THE BAR, AND IS AWASH
 AG1157'AT HIGH TIDE.
 AG1157
 AG1157                          STATION RECOVERY (1943)
 AG1157
 AG1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KGC)
 AG1157'COMPLETE NEW DESCRIPTION
 AG1157'
 AG1157'THE STATION IS LOCATED JUST EAST OF A LONG NARROW SAND BAR,
 AG1157'ABOUT 2.0 MILES NNW OF THE FERRY DOCK AT PUNTA RASA, ABOUT 245
 AG1157'METERS S OF THE S END OF BIG SHELL ISLAND, ABOUT 250 METERS SW
 AG1157'FROM LIGHT 7 WHICH IS TRIANGULATION STATION HAM, AND ABOUT 30
 AG1157'METERS E OF THE CENTER OF THE BAR.
 AG1157'
 AG1157'BAR 1928 IS A STANDARD DISK TRIANGULATION MARK STAMPED AS NAMED,
 AG1157'SET IN CONCRETE IN THE TOP OF A 6 INCH TILE, WHICH WAS PLACED
 AG1157'AROUND A 1-1/2 INCH IRON PIPE DRIVEN ABOUT 4 FEET INTO THE
 AG1157'GROUND.  IN 1934 A GASOLINE DRUM WAS SUNK AROUND THE MONUMENT
 AG1157'AND FILLED WITH CONCRETE.  THE MONUMENT EXTENDS ABOUT 2 FEET
 AG1157'ABOVE THE BAR AND IS AWASH AT MEAN HIGH WATER.
 AG1157'
 AG1157'BAR 1928 R.M. NO. 1 1943 IS A STANDARD DISK REFERENCE MARK
 AG1157'STAMPED AS NAMED WITH ARROW POINTING TOWARD THE STATION, SET IN
 AG1157'THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT WHICH EXTENDS ABOUT
 AG1157'6 INCHES ABOVE GROUND.  IT IS IN THE CENTER OF A GRASS PATCH
 AG1157'ABOUT THE CENTER OF THE BAR AND BEARS 258 DEG MAGNETIC AZIMUTH
 AG1157'COMPASS, A DISTANCE OF 33.202 METERS FROM THE STATION.
 AG1157'
 AG1157'BAR 1928 R.M. NO. 2 1943 IS A STANDARD DISK REFERENCE MARK,
 AG1157'STAMPED AS NAMED WITH ARROW POINTING TOWARD THE STATION, SET IN
 AG1157'THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT WHICH EXTENDS ABOUT
 AG1157'4 INCHES ABOVE GROUND.
 AG1157'IT IS IN A PATCH OF GRASS AT ABOUT THE CENTER OF THE BAR AND
 AG1157'BEARS 334 DEG MAGNETIC AZIMUTH COMPASS, A DISTANCE OF 42.416
 AG1157'METERS FROM THE STATION.
 AG1157'
 AG1157'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 AG1157'IS 45.604 METERS.
 AG1157'
 AG1157'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER*
 AG1157'
 AG1157'*FROM 1928 DESCRIPTION.
 AG1157
 AG1157                          STATION RECOVERY (1959)
 AG1157
 AG1157'RECOVERY NOTE BY US ENGINEERS 1959
 AG1157'STATION RECOVERED IN GOOD CONDITION.
 AG1157
 AG1157                          STATION RECOVERY (1983)
 AG1157
 AG1157'RECOVERY NOTE BY US POWER SQUADRON 1983 (WFO)
 AG1157'STATION LOST.
 AG1157'
 AG1157'ON THREE DIFFERENT DAYS (3, 27 AND 29 JUNE 1983) TWO PERSONS EACH
 AG1157'DAY TRAVERSED ALL SAND BARS IN AREA OF GEODETIC POSITION DATA GIVEN
 AG1157'FOR HORIZONTAL CONTROL STATION.  AT LOW TIDE ON 29 JUNE ENTIRE SAND
 AG1157'BAR IS UNDERWATER EXCEPT FOR SMALL 3 FEET X 6 FEET AREA.  A TOTAL
 AG1157'OF 3-1/2 HOURS PER PERSON WAS SPENT OVER THE THREE DAYS SEARCHING
 AG1157'FOR THIS STATION.  NO EVIDENCE WHATSOEVER WAS LOCATED.  IT SEEMS
 AG1157'PROBABLE THAT THE SANIBEL CAUSEWAY BUILT IN 1963 HAS CAUSED
 AG1157'CONSIDERABLE CHANGE IN THE CURRENT SET AND DRIFT IN THIS
 AG1157'AREA OF THE MOUTH OF THE CALOOSAHATCHEE RIVER AND AS A RESULT
 AG1157'THE SHIFTING SANDS HAVE COVERED STATION AND BOTH REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD7298 ***********************************************************************
 AD7298  DESIGNATION -  BAR 1942
 AD7298  PID         -  AD7298
 AD7298  STATE/COUNTY-  FL/PALM BEACH
 AD7298  USGS QUAD   -  PAHOKEE (1970)
 AD7298
 AD7298                         *CURRENT SURVEY CONTROL
 AD7298  ___________________________________________________________________
 AD7298* NAD 83(1990)-  26 45 54.49920(N)    080 41 19.83879(W)     ADJUSTED  
 AD7298* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AD7298  ___________________________________________________________________
 AD7298  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AD7298  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AD7298
 AD7298  HORZ ORDER  -  THIRD
 AD7298
 AD7298.The horizontal coordinates were established by classical geodetic methods
 AD7298.and adjusted by the National Geodetic Survey in May 1991..
 AD7298
 AD7298.The orthometric height was scaled from a topographic map.
 AD7298
 AD7298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD7298
 AD7298.The geoid height was determined by GEOID03.
 AD7298
 AD7298;                    North         East     Units Scale Factor Converg.
 AD7298;SPC FL E     -   269,420.394   230,945.916   MT  0.99995299   +0 08 24.5
 AD7298;SPC FL E     -   883,923.41    757,695.06   sFT  0.99995299   +0 08 24.5
 AD7298;UTM  17      - 2,960,460.451   530,935.357   MT  0.99961181   +0 08 24.5
 AD7298
 AD7298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7298!SPC FL E     -   1.00000386  x   0.99995299  =   0.99995685
 AD7298!UTM  17      -   1.00000386  x   0.99961181  =   0.99961567
 AD7298
 AD7298                          SUPERSEDED SURVEY CONTROL
 AD7298
 AD7298  NAD 83(1986)-  26 45 54.50209(N)    080 41 19.84777(W) AD(       ) 4
 AD7298  NAD 27      -  26 45 53.27280(N)    080 41 20.63774(W) AD(       ) 3
 AD7298
 AD7298.Superseded values are not recommended for survey control.
 AD7298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7298.See file dsdata.txt to determine how the superseded data were derived.
 AD7298
 AD7298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3093560460(NAD 83)
 AD7298_MARKER: DT = TOPOGRAPHIC STATION DISK
 AD7298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AD7298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7298+STABILITY: SURFACE MOTION
 AD7298
 AD7298  HISTORY     - Date     Condition        Report By
 AD7298  HISTORY     - 1942     MONUMENTED       CGS
 AD7298  HISTORY     - 1962     POOR             CGS
 AD7298
 AD7298                          STATION DESCRIPTION
 AD7298
 AD7298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KGC)
 AD7298'THE STATION IS ABOUT 0.82 MILE S ALONG THE LEVEE ROAD FROM
 AD7298'THE LOCKED GATE WHERE BACOM POINT ROAD ENDS ON THE LEVEE S OF
 AD7298'PAHOKEE, AT THE E EDGE OF THE LEVEE ROAD AND ON THE EXTENDED CENTER
 AD7298'LINE OF A DRAINAGE DITCH.
 AD7298'
 AD7298'BAR 1942 IS A BRONZE TOPOGRAPHIC DISK, STAMPED AS NAMED, SET
 AD7298'IN THE TOP OF A 6-INCH ROUND CONCRETE MONUMENT, SURROUNDED BY
 AD7298'A 16-INCH ROUND MASS OF CONCRETE AND EXTENDS 2 INCHES ABOVE GROUND.
 AD7298
 AD7298                          STATION RECOVERY (1962)
 AD7298
 AD7298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MB)
 AD7298'STATION FOUND UPROOTED AND LAYING IN OPEN PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0754 ***********************************************************************
 AS0754  DESIGNATION -  BAR 2
 AS0754  PID         -  AS0754
 AS0754  STATE/COUNTY-  FL/FRANKLIN
 AS0754  USGS QUAD   -  INDIAN PASS (1982)
 AS0754
 AS0754                         *CURRENT SURVEY CONTROL
 AS0754  ___________________________________________________________________
 AS0754* NAD 83(1990)-  29 40 59.04918(N)    085 11 12.69955(W)     ADJUSTED  
 AS0754* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AS0754  ___________________________________________________________________
 AS0754  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AS0754  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AS0754
 AS0754  HORZ ORDER  -  THIRD
 AS0754
 AS0754.The horizontal coordinates were established by classical geodetic methods
 AS0754.and adjusted by the National Geodetic Survey in May 1991..
 AS0754
 AS0754.The orthometric height was scaled from a topographic map.
 AS0754
 AS0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0754
 AS0754.The geoid height was determined by GEOID03.
 AS0754
 AS0754;                    North         East     Units Scale Factor Converg.
 AS0754;SPC FL N     -    75,916.956   533,519.241   MT  0.99998390   -0 20 42.6
 AS0754;SPC FL N     -   249,070.88  1,750,387.71   sFT  0.99998390   -0 20 42.6
 AS0754;UTM  16      - 3,285,042.639   675,441.082   MT  0.99997978   +0 53 53.2
 AS0754
 AS0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0754!SPC FL N     -   1.00000412  x   0.99998390  =   0.99998802
 AS0754!UTM  16      -   1.00000412  x   0.99997978  =   0.99998390
 AS0754
 AS0754:                Primary Azimuth Mark                     Grid Az
 AS0754:SPC FL N     -  LONE PALM                                019 37 16.3
 AS0754:UTM  16      -  LONE PALM                                018 22 40.5
 AS0754
 AS0754|---------------------------------------------------------------------|
 AS0754| PID    Reference Object                     Distance      Geod. Az  |
 AS0754|                                                           dddmmss.s |
 AS0754| AS0755 LONE PALM                           APPROX. 1.8 KM 0191633.7 |
 AS0754| AS0747 ELEVEN MILE OYSTER HSE SW GAB       APPROX. 4.2 KM 0505123.0 |
 AS0754| CW1773 BAR 2 RM 2                           37.240 METERS 11029     |
 AS0754| CW1772 BAR 2 RM 1                           21.260 METERS 11029     |
 AS0754| AS0758 CEDAR 2                             APPROX. 1.9 KM 3491224.2 |
 AS0754|---------------------------------------------------------------------|
 AS0754
 AS0754                          SUPERSEDED SURVEY CONTROL
 AS0754
 AS0754  NAD 83(1986)-  29 40 59.05934(N)    085 11 12.71500(W) AD(       ) 3
 AS0754  NAD 27      -  29 40 58.29100(N)    085 11 13.01800(W) AD(       ) 3
 AS0754
 AS0754.Superseded values are not recommended for survey control.
 AS0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0754.See file dsdata.txt to determine how the superseded data were derived.
 AS0754
 AS0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT7544185043(NAD 83)
 AS0754_MARKER: DS = TRIANGULATION STATION DISK
 AS0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0754
 AS0754  HISTORY     - Date     Condition        Report By
 AS0754  HISTORY     - 1935     MONUMENTED       CGS
 AS0754  HISTORY     - 1979     MARK NOT FOUND   NGS
 AS0754
 AS0754                          STATION DESCRIPTION
 AS0754
 AS0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAE)
 AS0754'ON N SHORE OF ST. VINCENTS ISLAND.  ON FIRST PROMINENT POINT ABOUT
 AS0754'2-1/2 MILES TO E OF INDIAN PASS.  LARGE OYSTER BAR OUT AT 3/4 TIDE
 AS0754'EXTENDS TO NE FROM THIS POINT, 5 METERS S OF HIGH-WATER LINE, 30
 AS0754'METERS N OF TREE LINE, HEAVY GROWTH OF PINE AND PALM.
 AS0754'
 AS0754'STATION MARK IS A STANDARD DISK SET IN A 1- BY 1- BY 3-FOOT
 AS0754'CONCRETE MONUMENT EXTENDING 6 INCHES.
 AS0754'
 AS0754'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 1- BY 1- BY 2-FOOT
 AS0754'CONCRETE MONUMENT EXTENDING 6 INCHES.  REFERENCE MARK NO. 2 IS A
 AS0754'STANDARD DISK SET IN THE CENTER OF TRIANGULAR BLAZE IN 10-INCH
 AS0754'PALM TREE.
 AS0754'
 AS0754'ALL MARKS STAMPED BAR 2 1934, REFERENCE MARKS STAMPED NO. 1
 AS0754'AND NO. 2 RESPECTIVELY.
 AS0754
 AS0754                          STATION RECOVERY (1979)
 AS0754
 AS0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RST)
 AS0754'STATION WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3896 ***********************************************************************
 BG3896  DESIGNATION -  BAR PILOTS LOOKOUT TOWER
 BG3896  PID         -  BG3896
 BG3896  STATE/COUNTY-  FL/ESCAMBIA
 BG3896  USGS QUAD   -  FORT BARRANCAS (1994)
 BG3896
 BG3896                         *CURRENT SURVEY CONTROL
 BG3896  ___________________________________________________________________
 BG3896* NAD 83(1990)-  30 20 48.35033(N)    087 17 21.12928(W)     ADJUSTED  
 BG3896* NAVD 88     -                                                        
 BG3896  ___________________________________________________________________
 BG3896  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 BG3896  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BG3896
 BG3896  HORZ ORDER  -  THIRD
 BG3896
 BG3896.The horizontal coordinates were established by classical geodetic methods
 BG3896.and adjusted by the National Geodetic Survey in December 1992..
 BG3896
 BG3896
 BG3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3896
 BG3896.The geoid height was determined by GEOID03.
 BG3896
 BG3896;                    North         East     Units Scale Factor Converg.
 BG3896;SPC FL N     -   152,565.900   331,860.043   MT  0.99995332   -1 24 05.9
 BG3896;SPC FL N     -   500,543.29  1,088,777.49   sFT  0.99995332   -1 24 05.9
 BG3896;UTM  16      - 3,357,246.068   472,204.507   MT  0.99960953   -0 08 46.0
 BG3896
 BG3896                          SUPERSEDED SURVEY CONTROL
 BG3896
 BG3896  NAD 83(1990)-  30 20 48.36401(N)    087 17 21.13387(W) AD(       ) 4
 BG3896  NAD 83(1986)-  30 20 48.36943(N)    087 17 21.13179(W) AD(       ) 4
 BG3896  NAD 27      -  30 20 47.65000(N)    087 17 21.23600(W) AD(       ) 3
 BG3896
 BG3896.Superseded values are not recommended for survey control.
 BG3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3896.See file dsdata.txt to determine how the superseded data were derived.
 BG3896
 BG3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7220557246(NAD 83)
 BG3896_MARKER: 57 = LOOKOUT TOWER
 BG3896_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG3896
 BG3896  HISTORY     - Date     Condition        Report By
 BG3896  HISTORY     - 1934     FIRST OBSERVED   CGS
 BG3896  HISTORY     - 1976     GOOD             NGS
 BG3896  HISTORY     - 1980     GOOD             NOS
 BG3896  HISTORY     - 1981     GOOD             NOS
 BG3896
 BG3896                          STATION DESCRIPTION
 BG3896
 BG3896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG3896'THIS INTERSECTION STATION IS THE CENTER OF THE BAR PILOTS
 BG3896'LOOKOUT TOWER, A STRUCTURAL STEEL TOWER APPROXIMATELY 75 FEET
 BG3896'HIGH.  IT IS LOCATED AT FORT BARRANCAS, APPROXIMATELY 200 METERS
 BG3896'W OF PENSACOLA BAY AND JUST S OF NAVAL AIR STATION BOUNDARY LINE.
 BG3896
 BG3896                          STATION RECOVERY (1976)
 BG3896
 BG3896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 BG3896'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 BG3896'IS ADEQUATE.
 BG3896'
 BG3896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG3896'AT PENSACOLA NAVAL AIR STATION.
 BG3896
 BG3896                          STATION RECOVERY (1980)
 BG3896
 BG3896'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BG3896'THE STATION WAS RECOVERED IN GOOD CONDITION.
 BG3896
 BG3896                          STATION RECOVERY (1981)
 BG3896
 BG3896'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BG3896'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2067 ***********************************************************************
 AQ2067  DESIGNATION -  BARD 1873
 AQ2067  PID         -  AQ2067
 AQ2067  STATE/COUNTY-  FL/FLAGLER
 AQ2067  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ2067
 AQ2067                         *CURRENT SURVEY CONTROL
 AQ2067  ___________________________________________________________________
 AQ2067* NAD 83(1990)-  29 28 04.92912(N)    081 07 17.67862(W)     ADJUSTED  
 AQ2067* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AQ2067  ___________________________________________________________________
 AQ2067  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AQ2067  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ2067
 AQ2067  HORZ ORDER  -  SECOND
 AQ2067
 AQ2067.The horizontal coordinates were established by classical geodetic methods
 AQ2067.and adjusted by the National Geodetic Survey in May 1991..
 AQ2067
 AQ2067.The orthometric height was scaled from a topographic map.
 AQ2067
 AQ2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2067
 AQ2067.The geoid height was determined by GEOID03.
 AQ2067
 AQ2067;                    North         East     Units Scale Factor Converg.
 AQ2067;SPC FL E     -   568,910.073   188,208.080   MT  0.99994289   -0 03 35.3
 AQ2067;SPC FL E     - 1,866,499.13    617,479.34   sFT  0.99994289   -0 03 35.3
 AQ2067;UTM  17      - 3,259,847.944   488,212.104   MT  0.99960171   -0 03 35.3
 AQ2067
 AQ2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2067!SPC FL E     -   1.00000362  x   0.99994289  =   0.99994651
 AQ2067!UTM  17      -   1.00000362  x   0.99960171  =   0.99960532
 AQ2067
 AQ2067:                Primary Azimuth Mark                     Grid Az
 AQ2067:SPC FL E     -  GRIFFITH 1873                            293 23 47.9
 AQ2067:UTM  17      -  GRIFFITH 1873                            293 23 47.9
 AQ2067
 AQ2067|---------------------------------------------------------------------|
 AQ2067| PID    Reference Object                     Distance      Geod. Az  |
 AQ2067|                                                           dddmmss.s |
 AQ2067| AQ2103 GRIFFITH 1873                       APPROX. 2.6 KM 2932012.6 |
 AQ2067|---------------------------------------------------------------------|
 AQ2067
 AQ2067                          SUPERSEDED SURVEY CONTROL
 AQ2067
 AQ2067  NAD 83(1986)-  29 28 04.93622(N)    081 07 17.68937(W) AD(       ) 2
 AQ2067  NAD 27      -  29 28 04.02500(N)    081 07 18.48400(W) AD(       ) 2
 AQ2067
 AQ2067.Superseded values are not recommended for survey control.
 AQ2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2067.See file dsdata.txt to determine how the superseded data were derived.
 AQ2067
 AQ2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8821259848(NAD 83)
 AQ2067_MARKER: Z = SEE DESCRIPTION
 AQ2067_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AQ2067_SP_SET: OBJECT IMBEDDED IN GROUND
 AQ2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2067
 AQ2067  HISTORY     - Date     Condition        Report By
 AQ2067  HISTORY     - 1873     MONUMENTED       CGS
 AQ2067  HISTORY     - 1906     SEE DESCRIPTION  CGS
 AQ2067  HISTORY     - 1924     SEE DESCRIPTION  CGS
 AQ2067  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AQ2067  HISTORY     - 1934     GOOD             CGS
 AQ2067  HISTORY     - 1934     GOOD             CGS
 AQ2067  HISTORY     - 1952     POOR             CGS
 AQ2067
 AQ2067                          STATION DESCRIPTION
 AQ2067
 AQ2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (AMH)
 AQ2067'SEE STATION BARD 2
 AQ2067
 AQ2067                          STATION RECOVERY (1906)
 AQ2067
 AQ2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1906
 AQ2067'STATION IS ON A SAND RIDGE NEAR THE OCEAN BEACH, ABOUT 2-2/3
 AQ2067'MILES S OF HAULOVER.  IT IS 65 METERS INSHORE FROM THE TOP OF
 AQ2067'THE BLUFF.  THE SAND HILLS BOTH TO THE N AND TO THE S OF THE
 AQ2067'STATION ARE A LITTLE HIGHER THAN THE GROUND AT THE
 AQ2067'STATION.  THE RIDGE IN THE IMMEDIATE VICINITY OF THE STATION
 AQ2067'IS BARE, AND A TRAIL LEADS TO THE TOP OF THE BLUFF AT THE OCEAN.
 AQ2067'
 AQ2067'THE STATION WAS MARKED BY TWO 4-INCH TERRA-COTTA SEWER PIPES
 AQ2067'EACH 2-1/2 FEET LONG.  THEY WERE PLACED ONE ABOVE THE OTHER
 AQ2067'AND SEPARATED BY A LAYER OF SHELL OR SAND OR EARTH.  BOTH
 AQ2067'PIPES WERE FILLED WITH CEMENT MORTAR OR CONCRETE, AND A
 AQ2067'MASS OF THE SAME MATERIAL WAS PLACED AROUND THE BOTTOM AND TOP
 AQ2067'OF THE LOWER PIPE AND AROUND THE BOTTOM OF THE UPPER PIPE
 AQ2067'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  THE CENTER OF THE
 AQ2067'PIPES MARK THE STATION.  THE REFERENCE MARK CONSISTS OF A
 AQ2067'4-INCH TERRA-COTTA PIPE, 2-1/2 FEET LONG, WHICH PROJECTS 6
 AQ2067'INCHES ABOVE THE SURFACE, 16.00 METERS DISTANT FROM THE
 AQ2067'STATION ON LINE TO THE CHIMNEY OF THE HOUSE OF REFUGE WHICH IS
 AQ2067'ON THE BLUFF 3600 METERS TO THE S.  IT IS ON THE W SLOPE OF
 AQ2067'A SAND HILL.  THE FOLLOWING DISTANCES AND DIRECTIONS ARE
 AQ2067'FROM THE TRIANGULATION STATION--PALMETTO MARKED WITH
 AQ2067'TRIANGLE, 6.70 METERS, S 59 DEG 41 MIN W.  SMALL PALMETTO,
 AQ2067'15.45 METERS, N 65 DEG 35 MIN W.  FLAG NEAR HAULOVER, N 23 DEG
 AQ2067'43 MIN W.  HOUSE OF REFUGE CHIMNEY AND REFERENCE PIPE S 22 DEG
 AQ2067'02 MIN E.
 AQ2067
 AQ2067                          STATION RECOVERY (1924)
 AQ2067
 AQ2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (JHH)
 AQ2067'STATION FOUND FROM DESCRIPTION, BUT STATION MARK WAS
 AQ2067'DISTURBED.  COQUINA BLOCK 5 INCHES SQUARE, 1 FOOT LONG, WAS BURIED
 AQ2067'UNDERGROUND.  HOLE IN TOP OF BLOCK MARKS STATION.  ON TOP, BUT
 AQ2067'NOT ATTACHED TO THIS BLOCK, WAS PLACED A COLUMN OF CONCRETE 6
 AQ2067'INCHES SQUARE, AND 2 FEET LONG, WITH A STANDARD BRONZE DISK,
 AQ2067'BEING SET BY THEODOLITE IN LINE WITH HOUSE OF REFUGE
 AQ2067'CHIMNEY.  THIS BLOCK PROJECTS 6 INCHES ABOVE GROUND.
 AQ2067'
 AQ2067'FROM STATION TO SE CORNER OF PEBBLE-DASHED ONE-STORY HOUSE
 AQ2067'TO NW 40.8 METERS.  FROM STATION TO E EDGE OF NEW ROAD 55.5
 AQ2067'METERS (182 FEET).
 AQ2067'
 AQ2067'A STANDARD BRONZE DISK WAS PLACED IN TILE OF REFERENCE MARK.
 AQ2067
 AQ2067                          STATION RECOVERY (1932)
 AQ2067
 AQ2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 AQ2067'STATION RECOVERED AS DESCRIBED WITH FOLLOWING CHANGES--STATION
 AQ2067'IS NOW LOCATED IN THE SOUTHERN SECTION OF THE TOWN OF FLAGLER
 AQ2067'BEACH.  STATION IS 38.1 METERS W OF PAVED ROAD RUNNING NEAR
 AQ2067'BEACH.  STATION AND REFERENCE MARKS HAD BEEN REMOVED FROM
 AQ2067'CONCRETE BLOCK AND TERRA COTTA PIPE.
 AQ2067
 AQ2067                          STATION RECOVERY (1934)
 AQ2067
 AQ2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 AQ2067'STATION RE-MARKED BY J.H.H. 1924 AND TABLET PLACED IN REFERENCE
 AQ2067'MARK TILE.  STATION IS LOCATED 0.9 MILE S OF FLAGLER BEACH
 AQ2067'HOTEL, 38.1 METERS W OF PAVED ROAD (OCEAN SHORE BOULEVARD)
 AQ2067'RUNNING NEAR THE BEACH.  IT IS 62 PACES W OF BLUFF AT OCEAN
 AQ2067'BEACH AND 134 PACES S OF A GREEN STUCCOED TILE-ROOFED HOUSE
 AQ2067'WHICH IS ON THE W SIDE OF THE BOULEVARD, 2.5 MILES N OF THE
 AQ2067'HOUSE OF REFUGE COAST GUARD STATION.
 AQ2067'
 AQ2067'THE TABLET HAS BEEN REMOVED FROM THE STATION MARK WHICH
 AQ2067'IS A BLOCK OF CONCRETE 7 INCHES SQUARE AND PROJECTS ABOUT 6
 AQ2067'INCHES.  THE TABLET HAS ALSO BEEN REMOVED FROM THE REFERENCE
 AQ2067'MARK TILE, WHICH IS A 4-INCH TILE FILLED WITH CONCRETE AND
 AQ2067'PROJECTS ABOUT 5 INCHES.
 AQ2067'
 AQ2067'TO REACH, FOLLOW OCEAN SHORE BOULEVARD TO STATION.
 AQ2067
 AQ2067                          STATION RECOVERY (1934)
 AQ2067
 AQ2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RDH)
 AQ2067'OLD STATION IS LOCATED 0.60 MILE S OF FLAGLER BEACH HOTEL, 128
 AQ2067'FEET W OF CENTER LINE OF OCEAN SHORE BOULEVARD ON THE BARE E
 AQ2067'SLOPE OF THE SECOND SAND RIDGE HALFWAY BETWEEN TWO HIGH POINTS
 AQ2067'ON RIDGE.
 AQ2067'
 AQ2067'IT IS 48.35 FEET S OF THE NEW TRIANGULATION STATION BARD 2
 AQ2067'LOCATED ON THE TOP OF THE NORTHERLY MOST HIGH POINT.
 AQ2067'
 AQ2067'THE OLD STATION IS BADLY CRUMBLED BUT STILL PROJECTS 5
 AQ2067'INCHES.  THE TOP MARK IS GONE AND THE CENTER WAS USED FOR THE
 AQ2067'MEASUREMENT.
 AQ2067
 AQ2067                          STATION RECOVERY (1952)
 AQ2067
 AQ2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 AQ2067'THE MONUMENT WAS RECOVERED.  THE REFERENCE MARK WAS NOT
 AQ2067'FOUND.  NO DISK WAS FOUND IN THE MONUMENT, AND THE MONUMENT
 AQ2067'ITSELF IS IN POOR CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE
 AQ2067'WITH THE FOLLOWING CORRECTIONS--
 AQ2067'
 AQ2067'THE STATION IS 0.9 MI. S OF THE FLAGLER BEACH HOTEL, AND 128
 AQ2067'FT. W OF THE CENTERLINE OF FLORIDA STATE HIGHWAY A1A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AQ2066 ***********************************************************************
 AQ2066  DESIGNATION -  BARD 2
 AQ2066  PID         -  AQ2066
 AQ2066  STATE/COUNTY-  FL/FLAGLER
 AQ2066  USGS QUAD   -  FLAGLER BEACH EAST (1993)
 AQ2066
 AQ2066                         *CURRENT SURVEY CONTROL
 AQ2066  ___________________________________________________________________
 AQ2066* NAD 83(1990)-  29 28 05.37141(N)    081 07 17.88771(W)     ADJUSTED  
 AQ2066* NAVD 88     -         7.05   (+/-2cm)      23.1    (feet)  VERTCON   
 AQ2066  ___________________________________________________________________
 AQ2066  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AQ2066  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AQ2066
 AQ2066  HORZ ORDER  -  SECOND
 AQ2066  VERT ORDER  -  THIRD ? (See Below)
 AQ2066
 AQ2066.The horizontal coordinates were established by classical geodetic methods
 AQ2066.and adjusted by the National Geodetic Survey in May 1991..
 AQ2066
 AQ2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AQ2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AQ2066.The vertical order pertains to the NGVD 29 superseded value.
 AQ2066
 AQ2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AQ2066
 AQ2066.The geoid height was determined by GEOID03.
 AQ2066
 AQ2066;                    North         East     Units Scale Factor Converg.
 AQ2066;SPC FL E     -   568,923.696   188,202.461   MT  0.99994289   -0 03 35.4
 AQ2066;SPC FL E     - 1,866,543.83    617,460.91   sFT  0.99994289   -0 03 35.4
 AQ2066;UTM  17      - 3,259,861.563   488,206.487   MT  0.99960172   -0 03 35.4
 AQ2066
 AQ2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2066!SPC FL E     -   1.00000340  x   0.99994289  =   0.99994629
 AQ2066!UTM  17      -   1.00000340  x   0.99960172  =   0.99960512
 AQ2066
 AQ2066|---------------------------------------------------------------------|
 AQ2066| PID    Reference Object                     Distance      Geod. Az  |
 AQ2066|                                                           dddmmss.s |
 AQ2066| CW3302 BARD 2 RM 1                          24.238 METERS 08617     |
 AQ2066| CW3303 BARD 2 RM 2                                        1510848.5 |
 AQ2066| AQ2067 BARD 1873                            14.739 METERS 15732     |
 AQ2066| CW3304 BARD 2 RM 3                          21.830 METERS 23949     |
 AQ2066| AQ2101 FLAGLER BEACH AIRWAY BEACON 26      APPROX. 0.8 KM 3263820.0 |
 AQ2066|---------------------------------------------------------------------|
 AQ2066
 AQ2066                          SUPERSEDED SURVEY CONTROL
 AQ2066
 AQ2066  NAD 83(1986)-  29 28 05.37855(N)    081 07 17.89848(W) AD(       ) 2
 AQ2066  NAD 27      -  29 28 04.46700(N)    081 07 18.69300(W) AD(       ) 2
 AQ2066  NGVD 29 (07/19/86)    7.37   (m)           24.2    (f) LEVELING    3  
 AQ2066
 AQ2066.Superseded values are not recommended for survey control.
 AQ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2066.See file dsdata.txt to determine how the superseded data were derived.
 AQ2066
 AQ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8820659862(NAD 83)
 AQ2066_MARKER: DS = TRIANGULATION STATION DISK
 AQ2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AQ2066
 AQ2066  HISTORY     - Date     Condition        Report By
 AQ2066  HISTORY     - 1934     MONUMENTED       CGS
 AQ2066  HISTORY     - 1950     GOOD             CGS
 AQ2066  HISTORY     - 1952     GOOD             CGS
 AQ2066  HISTORY     - 1965     MARK NOT FOUND   CGS
 AQ2066  HISTORY     - 1975     MARK NOT FOUND   NGS
 AQ2066
 AQ2066                          STATION DESCRIPTION
 AQ2066
 AQ2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RDH)
 AQ2066'THIS IS A FIRST-ORDER STATION LOCATED 128 FEET W OF CENTER LINE
 AQ2066'OF PAVED HIGHWAY 140, 0.60 MILE S OF FLAGLER BEACH FISHING PIER,
 AQ2066'60 PACES S OF GREEN STUCCO HOUSE, 78 FEET E OF METAL GARAGE,
 AQ2066'42 PACES E OF YELLOW STUCCO HOUSE.  MARK PROJECTS 5 INCHES.
 AQ2066'
 AQ2066'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AQ2066'DISKS SET IN CONCRETE.
 AQ2066'
 AQ2066'REFERENCE MARK NO. 1 IS LOCATED 79.52 FEET SE OF STATION,
 AQ2066'50 FEET W OF CENTER LINE OF HIGHWAY 140, 4 PACES S OF LOW RAVINE
 AQ2066'AND PATH LEADING INTO STATION.
 AQ2066'
 AQ2066'REFERENCE MARK NO. 3 IS LOCATED 71.62 FEET SW OF STATION, 3
 AQ2066'PACES E OF E SIDE OF METAL GARAGE.  MARK PROJECTS 1 FOOT.
 AQ2066'
 AQ2066'REFERENCE MARK NO. 2 IS LOCATED 0.20 MILE S OF STATION, 10
 AQ2066'PACES E OF CENTER LINE OF PAVED HIGHWAY 140 ON THE TOP OF BEACH
 AQ2066'BANK, 112 PACES N OF CENTER LINE OF INTERSECTING SANDY T-ROAD.
 AQ2066'
 AQ2066'TO REACH THIS STATION FROM FLAGLER BEACH HOTEL, GO S ON
 AQ2066'HIGHWAY 140, 0.9 MILE, OR 60 PACES S OF GREEN STUCCO HOUSE, TO
 AQ2066'A DEEP RAVINE, TURN RIGHT UP RAVINE TO STATION.
 AQ2066'
 AQ2066'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 AQ2066
 AQ2066                          STATION RECOVERY (1950)
 AQ2066
 AQ2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JHH)
 AQ2066'THIS STATION AND ALL REFERENCE MARKERS FOUND IN GOOD CONDITION
 AQ2066'AS DESCRIBED.  THERE IS A NEW RESIDENCE ON LINE BETWEEN THE
 AQ2066'STATION AND R.M. 2, THE AZIMUTH MARK.  SIGHT MAY BE OBTAINED
 AQ2066'WITH 18-FOOT SIGHT ROD.
 AQ2066
 AQ2066                          STATION RECOVERY (1952)
 AQ2066
 AQ2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 AQ2066'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 AQ2066'CONDITION.  THE MEASUREMENTS AND STAMPING CHECKED WITH THE
 AQ2066'PUBLISHED DESCRIPTION.  DUE TO LOCAL CHANGES, THE DESCRIPTION IS
 AQ2066'INADEQUATE, AND A NEW DESCRIPTION FOLLOWS--
 AQ2066'
 AQ2066'THE STATION IS LOCATED 0.9 MI. S OF THE FISHING PIER IN
 AQ2066'FLAGLER BEACH, ON STATE HIGHWAY A1A, 365.0 FT. N OF THE CENTERLINE
 AQ2066'OF 22ND STREET, 265.0 FT. S OF THE CENTERLINE OF 21ST STREET,
 AQ2066'210.0 FT. E OF THE CENTERLINE OF CENTRAL AVENUE, 128.0 FT. W OF
 AQ2066'THE CENTERLINE OF HIGHWAY A1A, AND 12 IN. ABOVE THE SURFACE OF
 AQ2066'THE GROUND.
 AQ2066'
 AQ2066'TO REACH FROM THE FISHING PIER IN FLAGLER BEACH, GO S ON
 AQ2066'HIGHWAY A1A FOR 0.9 MI. TO THE STATION ON THE W SIDE OF THE
 AQ2066'PAVEMENT.
 AQ2066'
 AQ2066'THE MEASUREMENTS AND DIRECTIONS FOR REFERENCE MARK 1 ARE
 AQ2066'ADEQUATE.  THE LOW RAVINE AND PATH MENTIONED ARE VERY FAINT.
 AQ2066'
 AQ2066'REFERENCE MARK 2 HAS BEEN DESTROYED BY TIDE ACTION ON THE
 AQ2066'BEACH BARRIER.  THE MARK WAS NOT RECOVERED.
 AQ2066'
 AQ2066'REFERENCE MARK 3 IS IN PLACE, BUT THE GARAGE IS GONE.
 AQ2066
 AQ2066                          STATION RECOVERY (1965)
 AQ2066
 AQ2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HDR)
 AQ2066'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.  MARKS
 AQ2066'MAY BE BURIED UNDER SAND PILED UP DURING BULLDOZER OPERATIONS
 AQ2066'IN THE AREA.  APPROXIMATELY 1/2 DAY SPENT BY TWO-MAN PARTY
 AQ2066'LOOKING FOR THIS STATION.
 AQ2066
 AQ2066                          STATION RECOVERY (1975)
 AQ2066
 AQ2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LFB)
 AQ2066'STATION MARK AND REFERENCE MARKS NOT RECOVERED AFTER A THOROUGH
 AQ2066'SEARCH.  MARK IS BELIEVED TO BE BURIED BENEATH SAND AS STATED
 AQ2066'IN THE 1965 RECOVERY NOTE OF H.D.R., JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2470 ***********************************************************************
 AK2470  DESIGNATION -  BAREA
 AK2470  PID         -  AK2470
 AK2470  STATE/COUNTY-  FL/BREVARD
 AK2470  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2470
 AK2470                         *CURRENT SURVEY CONTROL
 AK2470  ___________________________________________________________________
 AK2470* NAD 83(1990)-  28 26 53.44928(N)    080 34 53.70208(W)     ADJUSTED  
 AK2470* NAVD 88     -         2.132  (meters)       6.99   (feet)  ADJUSTED  
 AK2470  ___________________________________________________________________
 AK2470  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AK2470  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2470  DYNAMIC HT  -           2.129 (meters)       6.98  (feet)  COMP
 AK2470  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 AK2470
 AK2470  HORZ ORDER  -  FIRST
 AK2470  VERT ORDER  -  FIRST     CLASS II
 AK2470
 AK2470.The horizontal coordinates were established by classical geodetic methods
 AK2470.and adjusted by the National Geodetic Survey in May 1991..
 AK2470
 AK2470.The orthometric height was determined by differential leveling
 AK2470.and adjusted by the National Geodetic Survey in June 1991..
 AK2470
 AK2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK2470
 AK2470.The geoid height was determined by GEOID03.
 AK2470
 AK2470.The dynamic height is computed by dividing the NAVD 88
 AK2470.geopotential number by the normal gravity value computed on the
 AK2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2470.degrees latitude (g = 980.6199 gals.).
 AK2470
 AK2470.The modeled gravity was interpolated from observed gravity values.
 AK2470
 AK2470;                    North         East     Units Scale Factor Converg.
 AK2470;SPC FL E     -   455,946.075   240,982.441   MT  0.99996190   +0 11 57.6
 AK2470;SPC FL E     - 1,495,883.08    790,623.23   sFT  0.99996190   +0 11 57.6
 AK2470;UTM  17      - 3,146,922.490   540,968.458   MT  0.99962071   +0 11 57.6
 AK2470
 AK2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2470!SPC FL E     -   1.00000410  x   0.99996190  =   0.99996600
 AK2470!UTM  17      -   1.00000410  x   0.99962071  =   0.99962481
 AK2470
 AK2470:                Primary Azimuth Mark                     Grid Az
 AK2470:SPC FL E     -  HAREA 1957                               033 37 19.7
 AK2470:UTM  17      -  HAREA 1957                               033 37 19.7
 AK2470
 AK2470|---------------------------------------------------------------------|
 AK2470| PID    Reference Object                     Distance      Geod. Az  |
 AK2470|                                                           dddmmss.s |
 AK2470| AK5687 HAREA 1957                          467.611 METERS 0334917.3 |
 AK2470| AK2472 BAREA RM 1                           21.692 METERS 03402     |
 AK2470| AK5555 JAREA 1957                          APPROX. 0.5 KM 1225027.0 |
 AK2470| AK5554 GAREA 1957                          491.379 METERS 2064337.5 |
 AK2470| AK2471 BAREA RM 2                                         26923     |
 AK2470| AK5680 KAREA 1957                          458.126 METERS 2971430.9 |
 AK2470|---------------------------------------------------------------------|
 AK2470
 AK2470                          SUPERSEDED SURVEY CONTROL
 AK2470
 AK2470  NAD 83(1986)-  28 26 53.45544(N)    080 34 53.71531(W) AD(       ) 1
 AK2470  NAD 27      -  28 26 52.44765(N)    080 34 54.52772(W) AD(       ) 1
 AK2470  NGVD 29 (??/??/92)    2.523  (m)            8.28   (f) ADJ UNCH    1 2
 AK2470
 AK2470.Superseded values are not recommended for survey control.
 AK2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2470.See file dsdata.txt to determine how the superseded data were derived.
 AK2470
 AK2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4096846922(NAD 83)
 AK2470_MARKER: DS = TRIANGULATION STATION DISK
 AK2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2470_STAMPING: BAREA 1956
 AK2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2470+STABILITY: SURFACE MOTION
 AK2470
 AK2470  HISTORY     - Date     Condition        Report By
 AK2470  HISTORY     - 1956     MONUMENTED       CGS
 AK2470  HISTORY     - 1956     GOOD             CGS
 AK2470  HISTORY     - 1957     GOOD             CGS
 AK2470  HISTORY     - 1965     GOOD             NGS
 AK2470
 AK2470                          STATION DESCRIPTION
 AK2470
 AK2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDN)
 AK2470'THIS STATION IS LOCATED ON CAPE CANAVERAL, ABOUT 2-3/4 MILES
 AK2470'SOUTH OF THE CENTRAL CONTROL BUILDING AND 2-1/2 MILES
 AK2470'WEST-NORTHWEST OF THE CAPE CANAVERAL LIGHTHOUSE.  IT IS
 AK2470'90 FEET NORTHWEST OF THE JUNCTION OF THE NORTH AND SOUTH
 AK2470'CONCRETE WAVE GUIDE SUPPORT AND 54 FEET NORTH OF THE
 AK2470'EAST-WEST CONCRETE WAVE GUIDE SUPPORT.  THE MARK PROJECTS
 AK2470'ABOUT 4 INCHES AND THE DISK IS STAMPED BAREA 1956.
 AK2470'
 AK2470'REFERENCE MARK NO. 1 IS 115 FEET NORTHWEST OF THE NORTHWEST
 AK2470'CORNER OF A RATE PAD.  THE MARK IS SET FLUSH WITH THE GROUND
 AK2470'AND THE DISK IS STAMPED BAREA NO 1 1956.  A TRAVERSE
 AK2470'CONNECTION WAS MADE TO THIS MARK FROM THE STATION.
 AK2470'
 AK2470'NO AZIMUTH MARK WAS SET AT THIS STATION.
 AK2470'
 AK2470'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE
 AK2470'CENTRAL CONTROL BUILDING, GO SOUTH FOR 3.5 MILES TO A SIDE
 AK2470'ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.9 MILE TO A DRIVE
 AK2470'ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.15 MILE, PASSING
 AK2470'TO THE WEST OF A CONCRETE BUILDING, TO THE JUNCTION OF THE
 AK2470'WAVE GUIDE SUPPORTS AND THE STATION AS DESCRIBED.
 AK2470'
 AK2470'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 AK2470
 AK2470                          STATION RECOVERY (1956)
 AK2470
 AK2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 AK2470'AT CAPE CANAVERAL MISSILE BASE.
 AK2470'TO REACH FROM THE CENTRAL CONTROL BUILDING AT CAPE CANAVERAL
 AK2470'MISSILE BASE, GO SOUTH FOR 3.5 MILES TO A SIDE ROAD LEFT,
 AK2470'TURN LEFT (EAST) FOR 0.9 MILE TO A DRIVE ON THE LEFT, TURN
 AK2470'LEFT (NORTH) PASSING A CONCRETE BUILDING (WEST SIDE) FOR 0.15
 AK2470'MILE AND THE SITE.  90 FEET NORTHWEST OF THE JUNCTION OF THE
 AK2470'NORTH AND SOUTH WAVE GUIDE, 78 FEET WEST OF THE NORTH AND SOUTH
 AK2470'WAVE GUIDE AND 54 FEET NORTH OF THE EAST AND WEST WAVE GUIDE.
 AK2470'AN 8 X 8 INCH CONCRETE POST WHICH PROJECTS 4 INCHES.
 AK2470
 AK2470                          STATION RECOVERY (1957)
 AK2470
 AK2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HDN)
 AK2470'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY
 AK2470'H.D. NYGREN 1956.  NO DIRECTION OR MEASUREMENT WAS MADE
 AK2470'TO REFERENCE MARK NO 1, DUE TO A CONCRETE BUILDING ON
 AK2470'LINE.  A COMPLETE NEW DESCRIPTION AS FOLLOWS.
 AK2470'
 AK2470'STATION IS LOCATED AT CAPE CANAVERAL MISSILE BASE, ABOUT
 AK2470'2-3/4 MILES SOUTH OF THE CENTRAL CONTROL BUILDING AND 2-1/2
 AK2470'MILES WEST-SOUTHWEST OF THE CAPE CANAVERAL LIGHTHOUSE.  IT
 AK2470'IS 90 FEET NORTHWEST OF THE JUNCTION OF THE NORTH
 AK2470'AND SOUTH CONCRETE WAVE GUIDE SUPPORT, 78 FEET WEST OF THE
 AK2470'NORTH-SOUTH CONCRETE WAVE GUIDE SUPPORT AND 54 FEET NORTH
 AK2470'OF THE EAST-WEST CONCRETE WAVE GUIDE SUPPORT.  THE MARK IS
 AK2470'6 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED
 AK2470'BAREA 1956.
 AK2470'
 AK2470'REAP, A STANDARD TRAVERSE STATION DISK, SET IN A DRILL HOLE
 AK2470'IN THE CENTER OF A CONCRETE DOPPLER RECEIVER PAD WHICH
 AK2470'IS COVERED WITH A FIBERGLAS DOME.  THE DISK IS FLUSH WITH
 AK2470'THE SURFACE AND STAMPED REAP 1956.
 AK2470'
 AK2470'RANT, A STANDARD TRAVERSE STATION DISK, SET IN A DRILL HOLE
 AK2470'NEAR THE CENTER OF A CONCRETE TRACK RADAR ANTENNA PAD.  THE
 AK2470'DISK IS SET IN A WELL ABOUT 3 FEET BELOW THE SURFACE AND
 AK2470'STAMPED RANT 1956.
 AK2470'
 AK2470'TRAP, A STANDARD TRAVERSE STATION DISK, SET IN A DRILL HOLE
 AK2470'IN THE CENTER OF A CONCRETE TRANSMITTER RATE PAD WHICH IS
 AK2470'COVERED WITH A FIBERGLAS DOME.  THE DISK IS FLUSH WITH
 AK2470'THE SURFACE AND STAMPED TRAP 1956.
 AK2470'
 AK2470'A TRAVERSE CONNECTION WAS MADE TO ALL STATIONS AND THE
 AK2470'DISTANCE IS SHOWN BELOW.
 AK2470'
 AK2470'FLAT, A STANDARD TRAVERSE STATION DISK, SET IN A DRILL HOLE
 AK2470'IN THE CENTER OF A CONCRETE TRANSMITTER RATE PAD, ON THE
 AK2470'REDUNDANT SYSTEM, GUIDED MISSILE CONTROL FACILITY NO 1.  THE
 AK2470'DISK IS FLUSH WITH THE SURFACE AND STAMPED FLAT 1957.
 AK2470'
 AK2470'A TRAVERSE CONNECTION WAS MADE AND THE DISTANCE IS SHOWN BELOW.
 AK2470'
 AK2470'DART, A STANDARD TRAVERSE STATION DISK, SET IN A DRILL HOLE
 AK2470'WHICH IS IN A WELL ABOUT 3 FEET BELOW THE SURFACE OF A CONCRETE
 AK2470'TRACK RADAR ANTENNA PAD, ON THE REDUNDANT SYSTEM, GUIDED
 AK2470'MISSILE CONTROL FACILITY NO 1.  THE DISK IS FLUSH WITH THE SURFACE
 AK2470'AND STAMPED DART 1957.
 AK2470'
 AK2470'A TRAVERSE CONNECTION WAS MADE AND THE DISTANCE IS SHOWN BELOW.
 AK2470'
 AK2470'GONE, A STANDARD TRAVERSE STATION DISK, SET IN A DRILL HOLE
 AK2470'IN THE CENTER OF A CONCRETE RECEIVER RATE PAD ON THE
 AK2470'REDUNDANT SYSTEM, GUIDED MISSILE CONTROL FACILITY NO 1.  THE
 AK2470'DISK IS FLUSH WITH THE SURFACE AND STAMPED GONE 1957.
 AK2470'
 AK2470'A TRAVERSE CONNECTION WAS MADE AND THE DISTANCE IS SHOWN BELOW.
 AK2470'
 AK2470'TO REACH FROM THE MAIN INTERSECTION AT THE CENTRAL CONTROL
 AK2470'BUILDING.  GO SOUTH FOR 3.5 MILES TO A SIDE ROAD LEFT.  TURN
 AK2470'LEFT (EAST) FOR 0.9 MILE TO A DRIVE ON THE LEFT.  TURN LEFT
 AK2470'(NORTH) PASSING TO THE WEST SIDE OF A CONCRETE BUILDING FOR
 AK2470'0.15 MILE TO THE STATION.
 AK2470
 AK2470                          STATION RECOVERY (1965)
 AK2470
 AK2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AK2470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5566 ***********************************************************************
 AK5566  DESIGNATION -  BAREA A 1957
 AK5566  PID         -  AK5566
 AK5566  STATE/COUNTY-  FL/BREVARD
 AK5566  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5566
 AK5566                         *CURRENT SURVEY CONTROL
 AK5566  ___________________________________________________________________
 AK5566* NAD 83(1990)-  28 26 52.72233(N)    080 34 52.33222(W)     ADJUSTED  
 AK5566* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 AK5566  ___________________________________________________________________
 AK5566  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AK5566  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK5566
 AK5566  HORZ ORDER  -  SECOND
 AK5566  VERT ORDER  -  THIRD ? (See Below)
 AK5566
 AK5566.The horizontal coordinates were established by classical geodetic methods
 AK5566.and adjusted by the National Geodetic Survey in May 1991..
 AK5566
 AK5566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5566.The vertical order pertains to the NGVD 29 superseded value.
 AK5566
 AK5566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5566
 AK5566.The geoid height was determined by GEOID03.
 AK5566
 AK5566;                    North         East     Units Scale Factor Converg.
 AK5566;SPC FL E     -   455,923.827   241,019.790   MT  0.99996193   +0 11 58.2
 AK5566;SPC FL E     - 1,495,810.09    790,745.76   sFT  0.99996193   +0 11 58.2
 AK5566;UTM  17      - 3,146,900.249   541,005.794   MT  0.99962075   +0 11 58.2
 AK5566
 AK5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5566!SPC FL E     -   1.00000402  x   0.99996193  =   0.99996595
 AK5566!UTM  17      -   1.00000402  x   0.99962075  =   0.99962477
 AK5566
 AK5566:                Primary Azimuth Mark                     Grid Az
 AK5566:SPC FL E     -  GAREA 1957                               211 36 11.3
 AK5566:UTM  17      -  GAREA 1957                               211 36 11.3
 AK5566
 AK5566|---------------------------------------------------------------------|
 AK5566| PID    Reference Object                     Distance      Geod. Az  |
 AK5566|                                                           dddmmss.s |
 AK5566| AK5554 GAREA 1957                          490.076 METERS 2114809.5 |
 AK5566| AK2470 BAREA                                43.475 METERS 30059     |
 AK5566|---------------------------------------------------------------------|
 AK5566
 AK5566                          SUPERSEDED SURVEY CONTROL
 AK5566
 AK5566  NAD 83(1986)-  28 26 52.72850(N)    080 34 52.34549(W) AD(       ) 2
 AK5566  NAD 27      -  28 26 51.72068(N)    080 34 53.15788(W) AD(       ) 2
 AK5566  NGVD 29 (07/19/86)    3.06   (m)           10.0    (f) LEVELING    3  
 AK5566
 AK5566.Superseded values are not recommended for survey control.
 AK5566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5566.See file dsdata.txt to determine how the superseded data were derived.
 AK5566
 AK5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4100646900(NAD 83)
 AK5566_MARKER: Z = SEE DESCRIPTION
 AK5566_SETTING: 0 = UNSPECIFIED SETTING
 AK5566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5566
 AK5566  HISTORY     - Date     Condition        Report By
 AK5566  HISTORY     - 1957     MONUMENTED       CGS
 AK5566
 AK5566                          STATION DESCRIPTION
 AK5566
 AK5566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5566'SEE STATION BAREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5565 ***********************************************************************
 AK5565  DESIGNATION -  BAREA B 1957
 AK5565  PID         -  AK5565
 AK5565  STATE/COUNTY-  FL/BREVARD
 AK5565  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK5565
 AK5565                         *CURRENT SURVEY CONTROL
 AK5565  ___________________________________________________________________
 AK5565* NAD 83(1990)-  28 26 52.19789(N)    080 34 51.64441(W)     ADJUSTED  
 AK5565* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AK5565  ___________________________________________________________________
 AK5565  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AK5565  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK5565
 AK5565  HORZ ORDER  -  SECOND
 AK5565
 AK5565.The horizontal coordinates were established by classical geodetic methods
 AK5565.and adjusted by the National Geodetic Survey in May 1991..
 AK5565
 AK5565.The orthometric height was scaled from a topographic map.
 AK5565
 AK5565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5565
 AK5565.The geoid height was determined by GEOID03.
 AK5565
 AK5565;                    North         East     Units Scale Factor Converg.
 AK5565;SPC FL E     -   455,907.747   241,038.560   MT  0.99996195   +0 11 58.5
 AK5565;SPC FL E     - 1,495,757.33    790,807.34   sFT  0.99996195   +0 11 58.5
 AK5565;UTM  17      - 3,146,884.175   541,024.558   MT  0.99962077   +0 11 58.5
 AK5565
 AK5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5565!SPC FL E     -   1.00000403  x   0.99996195  =   0.99996598
 AK5565!UTM  17      -   1.00000403  x   0.99962077  =   0.99962480
 AK5565
 AK5565:                Primary Azimuth Mark                     Grid Az
 AK5565:SPC FL E     -  FAREA                                    121 07 22.5
 AK5565:UTM  17      -  FAREA                                    121 07 22.5
 AK5565
 AK5565|---------------------------------------------------------------------|
 AK5565| PID    Reference Object                     Distance      Geod. Az  |
 AK5565|                                                           dddmmss.s |
 AK5565| AK2529 FAREA                               APPROX. 1.5 KM 1211921.0 |
 AK5565| AK5560 TBSP 1957                            47.591 METERS 20142     |
 AK5565| AK2470 BAREA                                67.961 METERS 30432     |
 AK5565|---------------------------------------------------------------------|
 AK5565
 AK5565                          SUPERSEDED SURVEY CONTROL
 AK5565
 AK5565  NAD 83(1986)-  28 26 52.20405(N)    080 34 51.65764(W) AD(       ) 2
 AK5565  NAD 27      -  28 26 51.19623(N)    080 34 52.47006(W) AD(       ) 2
 AK5565
 AK5565.Superseded values are not recommended for survey control.
 AK5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5565.See file dsdata.txt to determine how the superseded data were derived.
 AK5565
 AK5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4102546884(NAD 83)
 AK5565_MARKER: Z = SEE DESCRIPTION
 AK5565_SETTING: 0 = UNSPECIFIED SETTING
 AK5565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5565
 AK5565  HISTORY     - Date     Condition        Report By
 AK5565  HISTORY     - 1957     MONUMENTED       CGS
 AK5565
 AK5565                          STATION DESCRIPTION
 AK5565
 AK5565'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5565'SEE STATION BAREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2472 ***********************************************************************
 AK2472  DESIGNATION -  BAREA RM 1
 AK2472  PID         -  AK2472
 AK2472  STATE/COUNTY-  FL/BREVARD
 AK2472  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2472
 AK2472                         *CURRENT SURVEY CONTROL
 AK2472  ___________________________________________________________________
 AK2472* NAD 83(1986)-  28 26 53.     (N)    080 34 54.     (W)     SCALED    
 AK2472* NAVD 88     -         2.225  (meters)       7.30   (feet)  ADJUSTED  
 AK2472  ___________________________________________________________________
 AK2472  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2472  DYNAMIC HT  -           2.222 (meters)       7.29  (feet)  COMP
 AK2472  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 AK2472
 AK2472  VERT ORDER  -  FIRST     CLASS II
 AK2472
 AK2472.The horizontal coordinates were scaled from a topographic map and have
 AK2472.an estimated accuracy of +/- 6 seconds.
 AK2472
 AK2472.The orthometric height was determined by differential leveling
 AK2472.and adjusted by the National Geodetic Survey in June 1991..
 AK2472
 AK2472.The geoid height was determined by GEOID03.
 AK2472
 AK2472.The dynamic height is computed by dividing the NAVD 88
 AK2472.geopotential number by the normal gravity value computed on the
 AK2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2472.degrees latitude (g = 980.6199 gals.).
 AK2472
 AK2472.The modeled gravity was interpolated from observed gravity values.
 AK2472
 AK2472;                    North         East    Units  Estimated Accuracy
 AK2472;SPC FL E     -   455,930.      240,970.      MT  (+/- 180 meters Scaled)
 AK2472
 AK2472                          SUPERSEDED SURVEY CONTROL
 AK2472
 AK2472  NGVD 29 (??/??/92)    2.616  (m)            8.58   (f) ADJ UNCH    1 2
 AK2472
 AK2472.Superseded values are not recommended for survey control.
 AK2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2472.See file dsdata.txt to determine how the superseded data were derived.
 AK2472
 AK2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM409469(NAD 83)
 AK2472_MARKER: DR = REFERENCE MARK DISK
 AK2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2472_STAMPING: BAREA NO 1 1956
 AK2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2472+STABILITY: SURFACE MOTION
 AK2472
 AK2472  HISTORY     - Date     Condition        Report By
 AK2472  HISTORY     - 1956     MONUMENTED       CGS
 AK2472
 AK2472                          STATION DESCRIPTION
 AK2472
 AK2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AK2472'AT CAPE CANAVERAL MISSILE BASE.
 AK2472'TO REACH FROM THE CENTRAL CONTROL BUILDING AT CAPE CANAVERAL
 AK2472'MISSILE BASE, GO SOUTH FOR 3.5 MILES TO A SIDE ROAD LEFT,
 AK2472'TURN LEFT (EAST) FOR 0.9 MILE TO A DRIVE ON THE LEFT, TURN
 AK2472'LEFT (NORTH) PASSING A CONCRETE BUILDING (WEST SIDE) FOR 0.15
 AK2472'MILE.  115 FEET NORTHWEST OF THE NORTHWEST CORNER OF A RATE
 AK2472'PAD.  AN 8 X 8 INCH CONCRETE POST WHICH IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK2471 ***********************************************************************
 AK2471  DESIGNATION -  BAREA RM 2
 AK2471  PID         -  AK2471
 AK2471  STATE/COUNTY-  FL/BREVARD
 AK2471  USGS QUAD   -  CAPE CANAVERAL (1976)
 AK2471
 AK2471                         *CURRENT SURVEY CONTROL
 AK2471  ___________________________________________________________________
 AK2471* NAD 83(1986)-  28 26 53.     (N)    080 34 54.     (W)     SCALED    
 AK2471* NAVD 88     -         2.313  (meters)       7.59   (feet)  ADJUSTED  
 AK2471  ___________________________________________________________________
 AK2471  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AK2471  DYNAMIC HT  -           2.310 (meters)       7.58  (feet)  COMP
 AK2471  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 AK2471
 AK2471  VERT ORDER  -  FIRST     CLASS II
 AK2471
 AK2471.The horizontal coordinates were scaled from a topographic map and have
 AK2471.an estimated accuracy of +/- 6 seconds.
 AK2471
 AK2471.The orthometric height was determined by differential leveling
 AK2471.and adjusted by the National Geodetic Survey in June 1991..
 AK2471
 AK2471.The geoid height was determined by GEOID03.
 AK2471
 AK2471.The dynamic height is computed by dividing the NAVD 88
 AK2471.geopotential number by the normal gravity value computed on the
 AK2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2471.degrees latitude (g = 980.6199 gals.).
 AK2471
 AK2471.The modeled gravity was interpolated from observed gravity values.
 AK2471
 AK2471;                    North         East    Units  Estimated Accuracy
 AK2471;SPC FL E     -   455,930.      240,970.      MT  (+/- 180 meters Scaled)
 AK2471
 AK2471                          SUPERSEDED SURVEY CONTROL
 AK2471
 AK2471  NGVD 29 (??/??/92)    2.704  (m)            8.87   (f) ADJ UNCH    1 2
 AK2471
 AK2471.Superseded values are not recommended for survey control.
 AK2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2471.See file dsdata.txt to determine how the superseded data were derived.
 AK2471
 AK2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM409469(NAD 83)
 AK2471_MARKER: DR = REFERENCE MARK DISK
 AK2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AK2471_STAMPING: BAREA NO 2 1956
 AK2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2471+STABILITY: SURFACE MOTION
 AK2471
 AK2471  HISTORY     - Date     Condition        Report By
 AK2471  HISTORY     - 1956     MONUMENTED       CGS
 AK2471
 AK2471                          STATION DESCRIPTION
 AK2471
 AK2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AK2471'AT CAPE CANAVERAL MISSILE BASE.
 AK2471'TO REACH FROM THE CENTRAL CONTROL BUILDING AT CAPE CANAVERAL
 AK2471'MISSILE BASE, GO SOUTH FOR 3.5 MILES TO A SIDE ROAD LEFT,
 AK2471'TURN LEFT (EAST) FOR 0.9 MILE TO A DRIVE ON THE LEFT, TURN
 AK2471'LEFT (NORTH) PASSING A COMCRETE BUILDING (WEST SIDE) FOR 0.15
 AK2471'MILE.  115 FEET NORTHWEST OF THE JUNCTION OF THE NORTH-SOUTH
 AK2471'AND EAST-WEST WAVE GUIDES AND 205 FEET NORTHWEST OF THE NORTHWEST
 AK2471'CORNER OF A CONCRETE BUILDING.  AN 8 X 8 INCH CONCRETE POST WHICH
 AK2471'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4398 ***********************************************************************
 AC4398  DESIGNATION -  BARGE
 AC4398  PID         -  AC4398
 AC4398  STATE/COUNTY-  FL/MONROE
 AC4398  USGS QUAD   -  PELICAN KEYS (1972)
 AC4398
 AC4398                         *CURRENT SURVEY CONTROL
 AC4398  ___________________________________________________________________
 AC4398* NAD 83(1990)-  25 06 30.23828(N)    080 51 07.87578(W)     ADJUSTED  
 AC4398* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AC4398  ___________________________________________________________________
 AC4398  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AC4398  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AC4398
 AC4398  HORZ ORDER  -  SECOND
 AC4398
 AC4398.The horizontal coordinates were established by classical geodetic methods
 AC4398.and adjusted by the National Geodetic Survey in May 1991..
 AC4398
 AC4398.The orthometric height was scaled from a topographic map.
 AC4398
 AC4398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4398
 AC4398.The geoid height was determined by GEOID03.
 AC4398
 AC4398;                    North         East     Units Scale Factor Converg.
 AC4398;SPC FL E     -    85,856.229   214,907.679   MT  0.99994392   +0 03 45.8
 AC4398;SPC FL E     -   281,679.98    705,076.28   sFT  0.99994392   +0 03 45.8
 AC4398;UTM  17      - 2,776,958.917   514,902.592   MT  0.99960274   +0 03 45.8
 AC4398
 AC4398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4398!SPC FL E     -   1.00000354  x   0.99994392  =   0.99994746
 AC4398!UTM  17      -   1.00000354  x   0.99960274  =   0.99960628
 AC4398
 AC4398|---------------------------------------------------------------------|
 AC4398| PID    Reference Object                     Distance      Geod. Az  |
 AC4398|                                                           dddmmss.s |
 AC4398| CW7941 BARGE RM 1                           10.528 METERS 04102     |
 AC4398| AC4397 LITTLE                              APPROX. 9.0 KM 1453051.6 |
 AC4398| CW7942 BARGE RM 2                           15.148 METERS 32623     |
 AC4398|---------------------------------------------------------------------|
 AC4398
 AC4398                          SUPERSEDED SURVEY CONTROL
 AC4398
 AC4398  NAD 83(1986)-  25 06 30.23203(N)    080 51 07.87163(W) AD(       ) 2
 AC4398  NAD 27      -  25 06 28.77996(N)    080 51 08.62359(W) AD(       ) 2
 AC4398
 AC4398.Superseded values are not recommended for survey control.
 AC4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4398.See file dsdata.txt to determine how the superseded data were derived.
 AC4398
 AC4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1490376959(NAD 83)
 AC4398_MARKER: DS = TRIANGULATION STATION DISK
 AC4398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC4398_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AC4398
 AC4398  HISTORY     - Date     Condition        Report By
 AC4398  HISTORY     - 1934     MONUMENTED       CGS
 AC4398  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AC4398  HISTORY     - 1965     GOOD             CGS
 AC4398
 AC4398                          STATION DESCRIPTION
 AC4398
 AC4398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4398'THIS STATION IS ON A SMALL, LOW, MARSHY KEY WHICH IS
 AC4398'BETWEEN AND SLIGHTLY TO THE E OF A LINE BETWEEN MAN OF WAR
 AC4398'KEY AND SHARK POINT.  THIS KEY IS ABOUT 4-1/2 NAUTICAL MILES
 AC4398'NE OF CLIVE KEY.  IT IS IMPOSSIBLE TO REACH THIS KEY IN ANY
 AC4398'BOAT OTHER THAN A SKIFF SINCE IT IS SURROUNDED BY SHOAL WATER
 AC4398'NOT MORE THAN 8 INCHES DEEP TO A DISTANCE OF APPROXIMATELY
 AC4398'1 MILE OFFSHORE.
 AC4398'
 AC4398'STATION IS ON THE W SIDE OF THE KEY ABOUT 75 METERS N OF THE
 AC4398'S END AND IS 2 METERS INSHORE FROM THE HIGH-WATER LINE.  IT IS
 AC4398'MARKED BY A 6-INCH TILE FILLED WITH CONCRETE AND CONTAINING
 AC4398'A STANDARD DISK STAMPED BARGE 1934.  TILE PROJECTS 4 INCHES
 AC4398'ABOVE THE SURFACE AND IS OVER AND AROUND A 4 BY 4 WHICH WAS
 AC4398'DRIVEN TO A DEPTH OF 6 FEET IN THE MUCK.
 AC4398'
 AC4398'REFERENCE POINTS ARE SIMILARLY MARKED.
 AC4398'
 AC4398'REFERENCE MARK NO.1 IS NE OF THE STATION, PROJECTS 1 FOOT
 AC4398'ABOVE THE SURFACE AND IS 7 METERS INSHORE.  DISK IS STAMPED
 AC4398'R.M. NO.1.  REFERENCE MARK NO.2 IS NW OF THE STATION, PROJECTS
 AC4398'6 INCHES ABOVE THE SURFACE AND IS 3 METERS INSHORE.  DISK
 AC4398'STAMPED BARGE 1934 NO.2.
 AC4398
 AC4398                          STATION RECOVERY (1961)
 AC4398
 AC4398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (SCM)
 AC4398'STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED.  THE
 AC4398'STATION MARK IS NOW ABOUT 6 FEET WITHIN THE WATER AND COULD
 AC4398'NOT BE OCCUPIED.  REFERENCE MARK NUMBER 1 WAS FOUND TO BE IN
 AC4398'GOOD CONDITION.
 AC4398'
 AC4398'A NEW STATION BARGE 2 WAS SET AND A TRAVERSE CONNECTION WAS
 AC4398'MADE FROM BARGE 1934 TO BARGE 2, THE DISTANCE BEING 17.414 METERS.
 AC4398'
 AC4398'A LONGER DISTANCE WAS NOTED IN THE MEASUREMENT TO REFERENCE
 AC4398'MARK NUMBER 1 OF 0.057 METERS.
 AC4398
 AC4398                          STATION RECOVERY (1965)
 AC4398
 AC4398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHS)
 AC4398'STATION MARK AND REFERENCE MARK NO.1 RECOVERED IN GOOD
 AC4398'CONDITION.  THE ORIGINAL DESCRIPTION, PLUS THE 1961 RECOVERY
 AC4398'NOTE BY S.C.M., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4399 ***********************************************************************
 AC4399  DESIGNATION -  BARGE 2
 AC4399  PID         -  AC4399
 AC4399  STATE/COUNTY-  FL/MONROE
 AC4399  USGS QUAD   -  PELICAN KEYS (1972)
 AC4399
 AC4399                         *CURRENT SURVEY CONTROL
 AC4399  ___________________________________________________________________
 AC4399* NAD 83(1990)-  25 06 30.79785(N)    080 51 07.78284(W)     ADJUSTED  
 AC4399* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AC4399  ___________________________________________________________________
 AC4399  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AC4399  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AC4399
 AC4399  HORZ ORDER  -  FIRST
 AC4399
 AC4399.The horizontal coordinates were established by classical geodetic methods
 AC4399.and adjusted by the National Geodetic Survey in May 1991..
 AC4399
 AC4399.The orthometric height was scaled from a topographic map.
 AC4399
 AC4399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4399
 AC4399.The geoid height was determined by GEOID03.
 AC4399
 AC4399;                    North         East     Units Scale Factor Converg.
 AC4399;SPC FL E     -    85,873.449   214,910.264   MT  0.99994392   +0 03 45.8
 AC4399;SPC FL E     -   281,736.47    705,084.76   sFT  0.99994392   +0 03 45.8
 AC4399;UTM  17      - 2,776,976.131   514,905.176   MT  0.99960274   +0 03 45.8
 AC4399
 AC4399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4399!SPC FL E     -   1.00000354  x   0.99994392  =   0.99994746
 AC4399!UTM  17      -   1.00000354  x   0.99960274  =   0.99960628
 AC4399
 AC4399|---------------------------------------------------------------------|
 AC4399| PID    Reference Object                     Distance      Geod. Az  |
 AC4399|                                                           dddmmss.s |
 AC4399| CW7944 BARGE 2 RM 3                         15.095 METERS 05446     |
 AC4399| CW7943 BARGE 2 RM 1                         10.197 METERS 15452     |
 AC4399| AC4398 BARGE                                17.414 METERS 18836     |
 AC4399| AC4549 CAPE SABLE E BASE                   APPROX.16.2 KM 2831849.2 |
 AC4399| AC4409 FLAMINGO EVERGLADES PARK SPIPE      APPROX. 7.8 KM 3002709.3 |
 AC4399|---------------------------------------------------------------------|
 AC4399
 AC4399                          SUPERSEDED SURVEY CONTROL
 AC4399
 AC4399  NAD 83(1986)-  25 06 30.79159(N)    080 51 07.77870(W) AD(       ) 1
 AC4399  NAD 27      -  25 06 29.33965(N)    080 51 08.53064(W) AD(       ) 1
 AC4399
 AC4399.Superseded values are not recommended for survey control.
 AC4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4399.See file dsdata.txt to determine how the superseded data were derived.
 AC4399
 AC4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1490576976(NAD 83)
 AC4399_MARKER: DS = TRIANGULATION STATION DISK
 AC4399_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AC4399_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AC4399
 AC4399  HISTORY     - Date     Condition        Report By
 AC4399  HISTORY     - 1961     MONUMENTED       CGS
 AC4399  HISTORY     - 1965     GOOD             CGS
 AC4399
 AC4399                          STATION DESCRIPTION
 AC4399
 AC4399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (SCM)
 AC4399'STATION IS LOCATED ON THE WEST END OF A LOW MARSHY KEY LOCALLY
 AC4399'KNOWN AS CORMORANT KEY AND IS IN THE FLORIDA BAY, ABOUT 5
 AC4399'MILES EAST-SOUTHEAST OF FLAMINGO AND ABOUT 4-1/2 MILES
 AC4399'EAST-NORTHEAST OF CLIVE KEY.
 AC4399'
 AC4399'STATION IS REACHED FROM FLAMINGO.  GO, VIA BOAT, SOUTH,
 AC4399'EAST AND SOUTH-EAST, FOLLOWING THE CHANNEL FOR ABOUT ONE HOUR
 AC4399'AND TWENTY MINUTES.  LEAVE THE CHANNEL AND PICK WAY, VERY
 AC4399'SLOWLY AS THE WATER IS VERY SHALLOW, FOR ABOUT 300
 AC4399'YARDS.  FROM THIS POINT A SMALL FLAT BOTTOMED BOAT WILL
 AC4399'HAVE TO BE POLED TO THE WEST END OF THE KEY AND STATION, A
 AC4399'DISTANCE OF ABOUT ONE MILE.  BOATS CAN BE HIRED FROM A
 AC4399'MR. CHET BARNETT, AT THE MARINE BOAT DOCKS IN FLAMINGO.
 AC4399'
 AC4399'STATION IS A STANDARD DISK, STAMPED BARGE 2, CLAMPED TO
 AC4399'THE TOP OF A COPPER COATED STEEL ROD THAT IS CEMENTED WITHIN
 AC4399'A 4-INCH ORANGEBURG PIPE THAT IS DRIVEN ABOUT 6 FEET INTO
 AC4399'THE MUCK AND PROJECTS ABOUT 1 FOOT ABOVE THE MUCK.  IT IS ABOUT
 AC4399'50 FEET EAST OF THE HIGH WATER LINE.
 AC4399'
 AC4399'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NO 1,
 AC4399'CEMENTED IN THE TOP OF A 6-INCH TILE THAT IS DROVE INTO THE
 AC4399'MUCK AND PROJECTS ABOUT 8 INCHES.
 AC4399'
 AC4399'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED BARGE NO 3
 AC4399'1961, CLAMPED TO THE TOP OF A COPPER COATED STEEL ROD THAT IS
 AC4399'CEMENTED WITHIN A 4-INCH ORANGEBURG PIPE THAT IS DROVE INTO
 AC4399'THE MUCK ABOUT 6 FEET AND PROJECTS ABOUT 20 INCHES ABOVE
 AC4399'THE MUCK.
 AC4399'
 AC4399'BARGE 1934 IS A STANDARD DISK, STAMPED BARGE 1934, CEMENTED
 AC4399'IN THE TOP OF A 6-INCH TILE THAT PROJECTS ABOUT 1 FOOT ABOVE
 AC4399'THE MUCK.  IT IS ABOUT 6 FEET WEST OF THE HIGH WATER LINE.
 AC4399'
 AC4399'A TRAVERSE CONNECTION WAS MADE TO BARGE 1934 AND THE DISTANCE
 AC4399'IS 17.414 METERS.
 AC4399'
 AC4399'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AC4399
 AC4399                          STATION RECOVERY (1965)
 AC4399
 AC4399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHS)
 AC4399'STATION MARK AND REFERENCE MARKS NUMBER 1 AND 3 RECOVERED
 AC4399'IN GOOD CONDITION.  DISTANCES AND STAMPINGS WERE VERIFIED.  THE
 AC4399'STATION DISK IS STAMPED BARGE 2 1961.  IT IS NOW 30 FEET EAST
 AC4399'OF APPARENT SHORELINE INSTEAD OF 50, OTHERWISE THE ORIGINAL
 AC4399'DESCRIPTION IS ADEQUATE.
 AC4399'
 AC4399'A METAL WITNESS SIGN WAS NAILED TO A LARGE MANGROVE STUMP
 AC4399'(DEAD) APPROXIMATELY 12 FEET NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1585 ***********************************************************************
 AG1585  DESIGNATION -  BARGE CHAN RANGE FRONT LIGHT 9
 AG1585  PID         -  AG1585
 AG1585  STATE/COUNTY-  FL/SARASOTA
 AG1585  USGS QUAD   -  SARASOTA (1992)
 AG1585
 AG1585                         *CURRENT SURVEY CONTROL
 AG1585  ___________________________________________________________________
 AG1585* NAD 83(1990)-  27 20 16.61637(N)    082 34 32.20984(W)     ADJUSTED  
 AG1585* NAVD 88     -                                                        
 AG1585  ___________________________________________________________________
 AG1585  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AG1585  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AG1585
 AG1585  HORZ ORDER  -  THIRD
 AG1585
 AG1585.The horizontal coordinates were established by classical geodetic methods
 AG1585.and adjusted by the National Geodetic Survey in May 1991..
 AG1585
 AG1585
 AG1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG1585
 AG1585.The geoid height was determined by GEOID03.
 AG1585
 AG1585;                    North         East     Units Scale Factor Converg.
 AG1585;SPC FL W     -   332,980.083   143,042.084   MT  0.99998121   -0 15 51.7
 AG1585;SPC FL W     - 1,092,452.16    469,297.24   sFT  0.99998121   -0 15 51.7
 AG1585;UTM  17      - 3,024,851.473   344,133.758   MT  0.99989990   -0 43 25.4
 AG1585
 AG1585                          SUPERSEDED SURVEY CONTROL
 AG1585
 AG1585  NAD 83(1986)-  27 20 16.61574(N)    082 34 32.22299(W) AD(       ) 4
 AG1585  NAD 27      -  27 20 15.44714(N)    082 34 32.86590(W) AD(       ) 3
 AG1585
 AG1585.Superseded values are not recommended for survey control.
 AG1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1585.See file dsdata.txt to determine how the superseded data were derived.
 AG1585
 AG1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4413424851(NAD 83)
 AG1585_MARKER: 15 = RANGE MARKER
 AG1585
 AG1585  HISTORY     - Date     Condition        Report By
 AG1585  HISTORY     - 1953     FIRST OBSERVED   CGS
 AG1585  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG1585
 AG1585                          STATION DESCRIPTION
 AG1585
 AG1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JEW)
 AG1585'STATION IS THE FINIAL OF LIGHT ATOP THE WHITE BOX ON A
 AG1585'DOLPHIN WITH A POINTER, ABOUT 16 FT. ABOVE MEAN HIGH WATER.  THE
 AG1585'LIGHT WAS ESTABLISHED IN 1927, AND WAS REBUILT IN 1949.
 AG1585
 AG1585                          STATION RECOVERY (1983)
 AG1585
 AG1585'RECOVERY NOTE BY US POWER SQUADRON 1983 (HS)
 AG1585'THE SYSTEM OF BUOYAGE MARKS IN THIS AREA HAS CHANGED AND THERE NO
 AG1585'LONGER ARE RANGES.  THE EXISTING SYSTEM IS CORRECTLY SHOWN ON CHART
 AG1585'11425 REV. JULY 1982
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5869 ***********************************************************************
 AK5869  DESIGNATION -  BARGE EAST
 AK5869  PID         -  AK5869
 AK5869  STATE/COUNTY-  FL/BREVARD
 AK5869  USGS QUAD   -  COURTENAY (1976)
 AK5869
 AK5869                         *CURRENT SURVEY CONTROL
 AK5869  ___________________________________________________________________
 AK5869* NAD 83(1990)-  28 24 26.52366(N)    080 43 30.78427(W)     ADJUSTED  
 AK5869* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AK5869  ___________________________________________________________________
 AK5869  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AK5869  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK5869
 AK5869  HORZ ORDER  -  THIRD
 AK5869
 AK5869.The horizontal coordinates were established by classical geodetic methods
 AK5869.and adjusted by the National Geodetic Survey in May 1991..
 AK5869
 AK5869.The orthometric height was scaled from a topographic map.
 AK5869
 AK5869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5869
 AK5869.The geoid height was determined by GEOID03.
 AK5869
 AK5869;                    North         East     Units Scale Factor Converg.
 AK5869;SPC FL E     -   451,382.650   226,924.234   MT  0.99995012   +0 07 50.6
 AK5869;SPC FL E     - 1,480,911.24    744,500.59   sFT  0.99995012   +0 07 50.6
 AK5869;UTM  17      - 3,142,360.622   526,915.047   MT  0.99960894   +0 07 50.6
 AK5869
 AK5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5869!SPC FL E     -   1.00000417  x   0.99995012  =   0.99995429
 AK5869!UTM  17      -   1.00000417  x   0.99960894  =   0.99961311
 AK5869
 AK5869|---------------------------------------------------------------------|
 AK5869| PID    Reference Object                     Distance      Geod. Az  |
 AK5869|                                                           dddmmss.s |
 AK5869| AK5866 BENNETT EAST                        392.047 METERS 15455     |
 AK5869| AK5867 PUFF                                318.186 METERS 16829     |
 AK5869|---------------------------------------------------------------------|
 AK5869
 AK5869                          SUPERSEDED SURVEY CONTROL
 AK5869
 AK5869  NAD 83(1986)-  28 24 26.53020(N)    080 43 30.79773(W) AD(       ) 3
 AK5869  NAD 27      -  28 24 25.51835(N)    080 43 31.60965(W) AD(       ) 3
 AK5869
 AK5869.Superseded values are not recommended for survey control.
 AK5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5869.See file dsdata.txt to determine how the superseded data were derived.
 AK5869
 AK5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2691542361(NAD 83)
 AK5869_MARKER: I = METAL ROD
 AK5869_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AK5869_SP_SET: OBJECT DRIVEN INTO GROUND
 AK5869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK5869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5869
 AK5869  HISTORY     - Date     Condition        Report By
 AK5869  HISTORY     - 1976     MONUMENTED       NOS
 AK5869
 AK5869                          STATION DESCRIPTION
 AK5869
 AK5869'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (RHH)
 AK5869'THE STATION IS LOCATED NORTH OF THE BENNETT CAUSEWAY ON THE
 AK5869'EASTERN MOST ISLAND NORTH OF THE BARGE CANAL IN THE INDIAN
 AK5869'RIVER.
 AK5869'
 AK5869'TO REACH THE STATION FROM THE BENNETT CAUSEWAY GO BY BOAT NORTH
 AK5869'ACROSS THE EAST-WEST BARGE CANAL FROM MERRITT ISLAND TO THE
 AK5869'MOST EASTERN ISLAND JUST NORTH OF THE BARGE CANAL.
 AK5869'
 AK5869'THE STATION IS A METAL FENCE POST DRIVEN INTO THE GROUND.
 AK5869'
 AK5869'THE STATION IS APPROXIMATELY 83 METERS(273 FEET) WEST OF THE
 AK5869'EASTERN EDGE OF THE ISLAND ALONG THE SOUTHERN SHORELINE,
 AK5869'2.6 METERS(8.7 FEET) SOUTH OF A LARGE BLAZED BUSH(PAINTED ORANGE),
 AK5869'1.6 METERS(5.3 FEET) EAST OF A SMALL BLAZED AND PAINTED MANGROVE,
 AK5869'AND 0.9 METER(3.0 FEET) WEST OF A SMALL V SHAPED BLAZED AND
 AK5869'PAINTED MANGROVE.
 AK5869'
 AK5869'HEIGHT OF LIGHT ABOVE STATION WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK5873 ***********************************************************************
 AK5873  DESIGNATION -  BARGE WEST
 AK5873  PID         -  AK5873
 AK5873  STATE/COUNTY-  FL/BREVARD
 AK5873  USGS QUAD   -  COURTENAY (1976)
 AK5873
 AK5873                         *CURRENT SURVEY CONTROL
 AK5873  ___________________________________________________________________
 AK5873* NAD 83(1990)-  28 24 28.22325(N)    080 43 45.14561(W)     ADJUSTED  
 AK5873* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AK5873  ___________________________________________________________________
 AK5873  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AK5873  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AK5873
 AK5873  HORZ ORDER  -  THIRD
 AK5873
 AK5873.The horizontal coordinates were established by classical geodetic methods
 AK5873.and adjusted by the National Geodetic Survey in May 1991..
 AK5873
 AK5873.The orthometric height was scaled from a topographic map.
 AK5873
 AK5873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK5873
 AK5873.The geoid height was determined by GEOID03.
 AK5873
 AK5873;                    North         East     Units Scale Factor Converg.
 AK5873;SPC FL E     -   451,434.084   226,533.231   MT  0.99994986   +0 07 43.8
 AK5873;SPC FL E     - 1,481,079.99    743,217.78   sFT  0.99994986   +0 07 43.8
 AK5873;UTM  17      - 3,142,412.038   526,524.178   MT  0.99960868   +0 07 43.8
 AK5873
 AK5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5873!SPC FL E     -   1.00000417  x   0.99994986  =   0.99995403
 AK5873!UTM  17      -   1.00000417  x   0.99960868  =   0.99961285
 AK5873
 AK5873:                Primary Azimuth Mark                     Grid Az
 AK5873:SPC FL E     -  ENTER                                    170 33 12.1
 AK5873:UTM  17      -  ENTER                                    170 33 12.1
 AK5873
 AK5873|---------------------------------------------------------------------|
 AK5873| PID    Reference Object                     Distance      Geod. Az  |
 AK5873|                                                           dddmmss.s |
 AK5873| AK5872 ENTER                               425.792 METERS 1704055.9 |
 AK5873|---------------------------------------------------------------------|
 AK5873
 AK5873                          SUPERSEDED SURVEY CONTROL
 AK5873
 AK5873  NAD 83(1986)-  28 24 28.22980(N)    080 43 45.15907(W) AD(       ) 3
 AK5873  NAD 27      -  28 24 27.21732(N)    080 43 45.97064(W) AD(       ) 3
 AK5873
 AK5873.Superseded values are not recommended for survey control.
 AK5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5873.See file dsdata.txt to determine how the superseded data were derived.
 AK5873
 AK5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2652442412(NAD 83)
 AK5873_MARKER: I = METAL ROD
 AK5873_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AK5873_SP_SET: OBJECT DRIVEN INTO GROUND
 AK5873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK5873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5873
 AK5873  HISTORY     - Date     Condition        Report By
 AK5873  HISTORY     - 1976     MONUMENTED       NOS
 AK5873
 AK5873                          STATION DESCRIPTION
 AK5873
 AK5873'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (RHH)
 AK5873'THE STATION IS LOCATED ON THE WESTERN MOST DREDGE ISLAND NORTH OF
 AK5873'THE BARGE CANAL WHICH IS JUST NORTH OF THE BENNETT CAUSEWAY
 AK5873'IN THE INDIAN RIVER SOUTH OF THE TOWN OF TITUSVILLE, FLORIDA.
 AK5873'
 AK5873'TO REACH THE STATION FROM THE BENNETT CAUSEWAY PROCEED BY BOAT
 AK5873'NORTHEAST ACROSS THE BARGE CANAL TO THE MOST WESTERN ISLAND
 AK5873'WEST NORTHWEST OF LIGHT 5 AND DAYBEACON 6 IN THE BARGE CANAL
 AK5873'TO THE EASTERN END OF THE ISLAND AND THE AREA OF THE STATION.
 AK5873'
 AK5873'THE STATION IS A FENCEPOST DRIVEN INTO THE GROUND 2 INCHES
 AK5873'BELOW THE EXISTING GROUND SURFACE.
 AK5873'THE STATION IS LOCATED 29.4 METERS(96.5 FEET)EAST OF THE LARGEST
 AK5873'BUSH ALONG THE SOUTHERN SHORELINE OF THE ISLAND.  BUSH WAS PAINTED
 AK5873'ORANGE AND BLAZED AT THE TIME OF SURVEY.
 AK5873'THE STATION IS 25 METERS(81.9 FEET) SOUTHEAST OF A LONE
 AK5873'AUSTRALIAN PINE, AND 9 METERS(29.5 FEET) EAST-SOUTHEAST FROM
 AK5873'A SMALL BLAZED AND PAINTED BUSH.
 AK5873'
 AK5873'HEIGHT OF LIGHT ABOVE STATION WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4645 ***********************************************************************
 BG4645  DESIGNATION -  BARN
 BG4645  PID         -  BG4645
 BG4645  STATE/COUNTY-  FL/OKALOOSA
 BG4645  USGS QUAD   -  FORT WALTON BEACH (1994)
 BG4645
 BG4645                         *CURRENT SURVEY CONTROL
 BG4645  ___________________________________________________________________
 BG4645* NAD 83(1990)-  30 25 28.02209(N)    086 36 00.54532(W)     ADJUSTED  
 BG4645* NAVD 88     -        -0.0    (meters)      -0.     (feet)  VERTCON   
 BG4645  ___________________________________________________________________
 BG4645  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BG4645  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BG4645
 BG4645  HORZ ORDER  -  THIRD
 BG4645
 BG4645.The horizontal coordinates were established by classical geodetic methods
 BG4645.and adjusted by the National Geodetic Survey in December 1992..
 BG4645
 BG4645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4645
 BG4645.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4645
 BG4645.The geoid height was determined by GEOID03.
 BG4645
 BG4645;                    North         East     Units Scale Factor Converg.
 BG4645;SPC FL N     -   159,755.951   398,251.862   MT  0.99995847   -1 03 19.4
 BG4645;SPC FL N     -   524,132.65  1,306,597.98   sFT  0.99995847   -1 03 19.4
 BG4645;UTM  16      - 3,365,887.290   538,399.448   MT  0.99961819   +0 12 09.0
 BG4645
 BG4645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4645!SPC FL N     -   1.00000429  x   0.99995847  =   0.99996276
 BG4645!UTM  16      -   1.00000429  x   0.99961819  =   0.99962248
 BG4645
 BG4645                          SUPERSEDED SURVEY CONTROL
 BG4645
 BG4645  NAD 83(1990)-  30 25 28.02301(N)    086 36 00.54515(W) AD(       ) 3
 BG4645  NAD 83(1986)-  30 25 28.04238(N)    086 36 00.55095(W) AD(       ) 3
 BG4645  NGVD 29 (11/30/89)    0.1    (m)            0.     (f) VERT ANG       
 BG4645
 BG4645.Superseded values are not recommended for survey control.
 BG4645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4645.See file dsdata.txt to determine how the superseded data were derived.
 BG4645
 BG4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3839965887(NAD 83)
 BG4645_MARKER: N = NAIL
 BG4645_SETTING: 0 = UNSPECIFIED SETTING
 BG4645_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4645
 BG4645  HISTORY     - Date     Condition        Report By
 BG4645  HISTORY     - 1987     MONUMENTED       NOS
 BG4645  HISTORY     - 19960302 GOOD             USPSQD
 BG4645
 BG4645                          STATION DESCRIPTION
 BG4645
 BG4645'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JDS)
 BG4645'STATION IS LOCATED ON A PIER IN CINCO BAYOU.
 BG4645'
 BG4645'TO REACH BY BOAT PROCEED TO CINCO BAYOU ENTRANCE APPROXIMATELY
 BG4645'0.5 MI W OF SMACK POINT TO A PRIVATE PIER, STATION IS LOCATED NEAR
 BG4645'AN ELBOW IN THE PIER 1.290 M SE OF POLE STAND WITH LIGHT AND
 BG4645'0.800 M NE OF SW EDGE OF PIER.  STATION IS LOCATED ON PIER OWNED BY
 BG4645'MR. GERRY BARNWELL.
 BG4645'
 BG4645'STATION IS A PK NAIL.
 BG4645'
 BG4645'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4645'
 BG4645'DESCRIBED BY S.D. LAREAU.
 BG4645
 BG4645                          STATION RECOVERY (1996)
 BG4645
 BG4645'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC3886 ***********************************************************************
 AC3886  DESIGNATION -  BARNES
 AC3886  PID         -  AC3886
 AC3886  STATE/COUNTY-  FL/MIAMI-DADE
 AC3886  USGS QUAD   -  PERRINE (1994)
 AC3886
 AC3886                         *CURRENT SURVEY CONTROL
 AC3886  ___________________________________________________________________
 AC3886* NAD 83(1990)-  25 37 06.50153(N)    080 20 41.56061(W)     ADJUSTED  
 AC3886* NAVD 88     -         2.518  (meters)       8.26   (feet)  ADJUSTED  
 AC3886  ___________________________________________________________________
 AC3886  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AC3886  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AC3886  DYNAMIC HT  -           2.514 (meters)       8.25  (feet)  COMP
 AC3886  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 AC3886
 AC3886  HORZ ORDER  -  FIRST
 AC3886  VERT ORDER  -  FIRST     CLASS II
 AC3886
 AC3886.The horizontal coordinates were established by classical geodetic methods
 AC3886.and adjusted by the National Geodetic Survey in May 1991..
 AC3886
 AC3886.The orthometric height was determined by differential leveling
 AC3886.and adjusted by the National Geodetic Survey in May 1994..
 AC3886
 AC3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC3886
 AC3886.The geoid height was determined by GEOID03.
 AC3886
 AC3886.The dynamic height is computed by dividing the NAVD 88
 AC3886.geopotential number by the normal gravity value computed on the
 AC3886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3886.degrees latitude (g = 980.6199 gals.).
 AC3886
 AC3886.The modeled gravity was interpolated from observed gravity values.
 AC3886
 AC3886;                    North         East     Units Scale Factor Converg.
 AC3886;SPC FL E     -   142,512.443   265,796.768   MT  0.99999461   +0 16 59.8
 AC3886;SPC FL E     -   467,559.57    872,034.90   sFT  0.99999461   +0 16 59.8
 AC3886;UTM  17      - 2,833,595.800   565,774.319   MT  0.99965342   +0 16 59.8
 AC3886
 AC3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3886!SPC FL E     -   1.00000356  x   0.99999461  =   0.99999817
 AC3886!UTM  17      -   1.00000356  x   0.99965342  =   0.99965698
 AC3886
 AC3886|---------------------------------------------------------------------|
 AC3886| PID    Reference Object                     Distance      Geod. Az  |
 AC3886|                                                           dddmmss.s |
 AC3886| CW7945 BARNES RM 1                          18.732 METERS 03506     |
 AC3886| CW7946 BARNES RM 3                          68.175 METERS 09835     |
 AC3886| AC3881 CUTLER RIDGE TANK                   APPROX. 4.3 KM 1922543.5 |
 AC3886| AC3912 SOUTH MIAMI HEIGHTS TANK            APPROX. 4.3 KM 2313230.7 |
 AC3886| AC3891 PERRINE SOUTHERN BELL NEW MAST      APPROX. 3.2 KM 2331453.3 |
 AC3886| AC4833 BARNES RM 2                          27.565 METERS 26643     |
 AC3886| AC3917 GUARD                               APPROX. 4.0 KM 2723804.8 |
 AC3886| AC3921 RICHMOND S BELL MICROWAVE           APPROX. 5.9 KM 2755609.6 |
 AC3886| AC3920 MIAMI CG RAD STA NMA MAST           APPROX. 4.5 KM 2773141.7 |
 AC3886| AC3829 RICHMOND HEIGHTS TANK               APPROX. 3.6 KM 3051340.9 |
 AC3886|---------------------------------------------------------------------|
 AC3886
 AC3886                          SUPERSEDED SURVEY CONTROL
 AC3886
 AC3886  NAD 83(1986)-  25 37 06.50246(N)    080 20 41.56133(W) AD(       ) 1
 AC3886  NAD 27      -  25 37 05.12340(N)    080 20 42.37129(W) AD(       ) 1
 AC3886  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 AC3886
 AC3886.Superseded values are not recommended for survey control.
 AC3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3886.See file dsdata.txt to determine how the superseded data were derived.
 AC3886
 AC3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6577433596(NAD 83)
 AC3886_MARKER: DS = TRIANGULATION STATION DISK
 AC3886_SETTING: 66 = SET IN ROCK OUTCROP
 AC3886_SP_SET: IN A DRILL HOLE IN BEDROCK
 AC3886_STAMPING: BARNES 1972
 AC3886_MARK LOGO: NGS   
 AC3886_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3886+STABILITY: POSITION/ELEVATION WELL
 AC3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3886+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 AC3886
 AC3886  HISTORY     - Date     Condition        Report By
 AC3886  HISTORY     - 1972     MONUMENTED       NGS
 AC3886  HISTORY     - 1972     GOOD             NGS
 AC3886  HISTORY     - 19930518 GOOD             NGS
 AC3886
 AC3886                          STATION DESCRIPTION
 AC3886
 AC3886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (NCA)
 AC3886'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF PRINCETON,
 AC3886'6 MILES SOUTHEAST OF SOUTH MIAMI, 1/2 MILE NORTHEAST OF PERRINE AND
 AC3886'0.05 MILE EAST OF U.S. HIGHWAY 1.  THE STATION IS IN THE NORTHEAST
 AC3886'CORNER OF THE PERRINE WAYSIDE PARK AND IS ON PROPERTY OWNED BY THE
 AC3886'DADE COUNTY PARKS COMMISSION.
 AC3886'
 AC3886'TO REACH THE STATION FROM THE POST OFFICE IN PERRINE GO NORTH ON
 AC3886'U.S. HIGHWAY 1 FOR 0.5 MILE TO THE ENTRANCE TO THE PERRINE WAYSIDE
 AC3886'PARK ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON A PAVED DRIVEWAY
 AC3886'FOR 0.05 MILE TO THE NORTHEAST CORNER OF THE PARK AND THE STATION
 AC3886'AS DESCRIBED.
 AC3886'
 AC3886'STATION MARK, STAMPED BARNES 1972, IS A STANDARD DISK SET IN A
 AC3886'DEPRESSION OF OUTCROPPING BEDROCK AND IS 10 INCHES BELOW THE
 AC3886'GROUND.  IT IS 67 FEET SOUTH OF THE NORTHEAST CORNER OF A ROCK
 AC3886'WALL, 44.2 FEET WEST OF A ROCK WALL, 32 FEET SOUTHEAST OF A TWIN
 AC3886'TRUNKED TREE AND 26 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD.
 AC3886'
 AC3886'REFERENCE MARK 1, STAMPED BARNES NO 1 1972, IS A STANDARD DISK SET
 AC3886'IN THE TOP OF ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT
 AC3886'IS 25 FEET WEST OF A TWIN TRUNKED TREE, 8 FEET NORTHEAST OF A TWIN
 AC3886'TRUNKED TREE, 8 FEET SOUTHEAST OF A POWER POLE AND 4 FEET SOUTH OF
 AC3886'A ROCK WALL.
 AC3886'
 AC3886'REFERENCE MARK 2, STAMPED BARNES NO 2 1972, IS A STANDARD DISK SET
 AC3886'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AC3886'GROUND.  IT IS 27 FEET EAST OF A 28-INCH WILLOW TREE, 21 FEET SOUTH
 AC3886'OF THE CENTER OF A PAVED ROAD AND 9 FEET NORTHEAST OF A 12-INCH
 AC3886'PALM TREE.
 AC3886'
 AC3886'REFERENCE MARK 3, STAMPED BARNES NO 3 1972, IS A STANDARD DISK SET
 AC3886'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AC3886'GROUND.  IT IS 48 FEET NORTHEAST OF THE CENTER OF A PAVED STREET,
 AC3886'40 FEET SOUTHEAST OF A POWER POLE AND 15 FEET SOUTH OF A POWER
 AC3886'POLE.
 AC3886'
 AC3886'NOTE--THE DRIVEWAY INTO THE PARK IS ONLY PARTIALLY PAVED AT THIS
 AC3886'TIME BUT WORKMEN STATED IT WAS TO BE COMPLETELY PAVED IN A FEW DAYS.
 AC3886'
 AC3886'NOTE--NO MEASUREMENTS COULD BE MADE BETWEEN MARKS DUE TO TREES ON
 AC3886'LINE.
 AC3886'
 AC3886'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AC3886
 AC3886                          STATION RECOVERY (1972)
 AC3886
 AC3886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AC3886'RECOVERED IN GOOD CONDITION.
 AC3886
 AC3886                          STATION RECOVERY (1993)
 AC3886
 AC3886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC3886'4.6 KM (2.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 1 FROM THE
 AC3886'JUNCTION OF THE FLORIDA TURNPIKE (STATE HIGHWAY 821) IN CUTLER RIDGE,
 AC3886'IN AN AREA OF BEDROCK THAT IS RECESSED 0.2 M (0.7 FT) BELOW THE
 AC3886'GROUND SURFACE, NEAR THE NORTHEAST CORNER OF PERRINE WAYSIDE PARK,
 AC3886'88.1 M (289.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 AC3886'OF THE HIGHWAY, 27.6 M (90.6 FT) EAST OF REFERENCE MARK 2, 20.5 M
 AC3886'(67.3 FT) SOUTH OF THE NORTHEAST CORNER OF A ROCK FENCE, 13.5 M (44.3
 AC3886'FT) WEST OF THE FENCE, 8.0 M (26.2 FT) NORTHEAST OF A PAVED ROAD, AND
 AC3886'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4833 ***********************************************************************
 AC4833  DESIGNATION -  BARNES RM 2
 AC4833  PID         -  AC4833
 AC4833  STATE/COUNTY-  FL/MIAMI-DADE
 AC4833  USGS QUAD   -  PERRINE (1994)
 AC4833
 AC4833                         *CURRENT SURVEY CONTROL
 AC4833  ___________________________________________________________________
 AC4833* NAD 83(1986)-  25 37 06.     (N)    080 20 41.     (W)     SCALED    
 AC4833* NAVD 88     -         2.686  (meters)       8.81   (feet)  ADJUSTED  
 AC4833  ___________________________________________________________________
 AC4833  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AC4833  DYNAMIC HT  -           2.682 (meters)       8.80  (feet)  COMP
 AC4833  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 AC4833
 AC4833  VERT ORDER  -  FIRST     CLASS II
 AC4833
 AC4833.The horizontal coordinates were scaled from a topographic map and have
 AC4833.an estimated accuracy of +/- 6 seconds.
 AC4833
 AC4833.The orthometric height was determined by differential leveling
 AC4833.and adjusted by the National Geodetic Survey in May 1994..
 AC4833
 AC4833.The geoid height was determined by GEOID03.
 AC4833
 AC4833.The dynamic height is computed by dividing the NAVD 88
 AC4833.geopotential number by the normal gravity value computed on the
 AC4833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4833.degrees latitude (g = 980.6199 gals.).
 AC4833
 AC4833.The modeled gravity was interpolated from observed gravity values.
 AC4833
 AC4833;                    North         East    Units  Estimated Accuracy
 AC4833;SPC FL E     -   142,500.      265,810.      MT  (+/- 180 meters Scaled)
 AC4833
 AC4833                          SUPERSEDED SURVEY CONTROL
 AC4833
 AC4833.No superseded survey control is available for this station.
 AC4833
 AC4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ657335(NAD 83)
 AC4833_MARKER: DR = REFERENCE MARK DISK
 AC4833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4833_SP_SET: CONCRETE POST
 AC4833_STAMPING: BARNES NO 2 1972
 AC4833_MARK LOGO: NGS   
 AC4833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4833+STABILITY: SURFACE MOTION
 AC4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4833+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 AC4833
 AC4833  HISTORY     - Date     Condition        Report By
 AC4833  HISTORY     - 1972     MONUMENTED       NGS
 AC4833  HISTORY     - 19930518 GOOD             NGS
 AC4833
 AC4833                          STATION DESCRIPTION
 AC4833
 AC4833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC4833'4.6 KM (2.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 1 FROM THE
 AC4833'JUNCTION OF THE FLORIDA TURNPIKE (STATE HIGHWAY 821) IN CUTLER RIDGE,
 AC4833'NEAR THE NORTHEAST CORNER OF PERRINE WAYSIDE PARK, 60.5 M (198.5 FT)
 AC4833'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 AC4833'27.6 M (90.6 FT) WEST OF TRIANGULATION STATION BARNES, 6.4 M (21.0
 AC4833'FT) SOUTH OF THE CENTER OF A PAVED ROAD, 3.2 M (10.5 FT) NORTHEAST OF
 AC4833'A 12-INCH PALM TREE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AC4833'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC2110 ***********************************************************************
 BC2110  DESIGNATION -  BARNETT NATL BANK CHIM ON COR
 BC2110  PID         -  BC2110
 BC2110  STATE/COUNTY-  FL/DUVAL
 BC2110  USGS QUAD   -  JACKSONVILLE (1994)
 BC2110
 BC2110                         *CURRENT SURVEY CONTROL
 BC2110  ___________________________________________________________________
 BC2110* NAD 83(1990)-  30 19 40.37867(N)    081 39 34.23763(W)     ADJUSTED  
 BC2110* NAVD 88     -                                                        
 BC2110  ___________________________________________________________________
 BC2110  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BC2110  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BC2110
 BC2110  HORZ ORDER  -  THIRD
 BC2110
 BC2110.The horizontal coordinates were established by classical geodetic methods
 BC2110.and adjusted by the National Geodetic Survey in May 1991..
 BC2110
 BC2110
 BC2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2110
 BC2110.The geoid height was determined by GEOID03.
 BC2110
 BC2110;                    North         East     Units Scale Factor Converg.
 BC2110;SPC FL E     -   664,397.308   136,579.556   MT  0.99999078   -0 19 58.9
 BC2110;SPC FL E     - 2,179,776.83    448,094.76   sFT  0.99999078   -0 19 58.9
 BC2110;UTM  17      - 3,355,302.599   436,601.195   MT  0.99964959   -0 19 58.9
 BC2110
 BC2110                          SUPERSEDED SURVEY CONTROL
 BC2110
 BC2110  NAD 83(1986)-  30 19 40.38563(N)    081 39 34.24684(W) AD(       ) 4
 BC2110  NAD 27      -  30 19 39.53000(N)    081 39 34.90000(W) AD(       ) 3
 BC2110
 BC2110.Superseded values are not recommended for survey control.
 BC2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2110.See file dsdata.txt to determine how the superseded data were derived.
 BC2110
 BC2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3660155303(NAD 83)
 BC2110_MARKER: 85 = CHIMNEY
 BC2110
 BC2110  HISTORY     - Date     Condition        Report By
 BC2110  HISTORY     - 1932     FIRST OBSERVED   CGS
 BC2110  HISTORY     - 1935     GOOD             CGS
 BC2110  HISTORY     - 1958     GOOD             CGS
 BC2110  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 BC2110  HISTORY     - 20040909 MARK NOT FOUND   USPSQD
 BC2110
 BC2110                          STATION DESCRIPTION
 BC2110
 BC2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (HAP)
 BC2110'THE BRICK CHIMNEY ON THE SW CORNER OF THE BARNETT NATIONAL
 BC2110'BANK BUILDING, WHICH IS LOCATED ON THE SW CORNER OF LAURA AND
 BC2110'ADAMS STREETS, JACKSONVILLE.  CHIMNEY IS ABOUT 4 FEET SQUARE AND
 BC2110'IS THE HIGHEST POINT ON THE BUILDING.  BUILT IN 1926.  POSITION
 BC2110'CHECKED BY PLANE TABLE.
 BC2110
 BC2110                          STATION RECOVERY (1958)
 BC2110
 BC2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR)
 BC2110'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 BC2110'BY H.A.P. IN 1935 IS ADEQUATE.
 BC2110
 BC2110                          STATION RECOVERY (2003)
 BC2110
 BC2110'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBS)
 BC2110'THE BUILDING IS NOW THE BANK OF AMERICA (BOA) BUILDING. THERE ARE NOW
 BC2110'ADJACENT BUILDINGS TO THE WEST, SOUTH WEST AND SOUTH OF THE BOA
 BC2110'BUILDING WITH ZERO SPACING BETWEEN THE WALLS.  IT IS THEREFOR NOT
 BC2110'POSSIBLE TO ACCESS THE SW CORNER OF THE BUILDING AT GROUND LEVEL. THE
 BC2110'BOA BUILDING IS TALLER THAT THE ADJACENT BUILDINGS, SO THE SW CORNER
 BC2110'CAN BE OBSERVED. NO 4 FOOT CHIMNEY COULD BE DISCERNED FROM STREET
 BC2110'LEVEL.
 BC2110
 BC2110                          STATION RECOVERY (2004)
 BC2110
 BC2110'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 BC2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1595 ***********************************************************************
 AR1595  DESIGNATION -  BARNEY
 AR1595  PID         -  AR1595
 AR1595  STATE/COUNTY-  FL/TAYLOR
 AR1595  USGS QUAD   -  SALEM SW (1993)
 AR1595
 AR1595                         *CURRENT SURVEY CONTROL
 AR1595  ___________________________________________________________________
 AR1595* NAD 83(1990)-  29 51 12.26627(N)    083 28 02.50176(W)     ADJUSTED  
 AR1595* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AR1595  ___________________________________________________________________
 AR1595  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AR1595  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AR1595
 AR1595  HORZ ORDER  -  FIRST
 AR1595
 AR1595.The horizontal coordinates were established by classical geodetic methods
 AR1595.and adjusted by the National Geodetic Survey in May 1991..
 AR1595
 AR1595.The orthometric height was scaled from a topographic map.
 AR1595
 AR1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1595
 AR1595.The geoid height was determined by GEOID03.
 AR1595
 AR1595;                    North         East     Units Scale Factor Converg.
 AR1595;SPC FL N     -    95,049.764   699,776.528   MT  0.99996334   +0 31 08.1
 AR1595;SPC FL N     -   311,842.43  2,295,850.16   sFT  0.99996334   +0 31 08.1
 AR1595;UTM  17      - 3,305,097.628   261,642.275   MT  1.00030103   -1 13 43.6
 AR1595
 AR1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1595!SPC FL N     -   1.00000282  x   0.99996334  =   0.99996616
 AR1595!UTM  17      -   1.00000282  x   1.00030103  =   1.00030385
 AR1595
 AR1595:                Primary Azimuth Mark                     Grid Az
 AR1595:SPC FL N     -  BARNEY AZ MK                             001 13 31.4
 AR1595:UTM  17      -  BARNEY AZ MK                             002 58 23.1
 AR1595
 AR1595|---------------------------------------------------------------------|
 AR1595| PID    Reference Object                     Distance      Geod. Az  |
 AR1595|                                                           dddmmss.s |
 AR1595| CW3308 BARNEY AZ MK                                       0014439.5 |
 AR1595| CW3309 BARNEY RM 1                          44.470 METERS 06158     |
 AR1595| CW3310 BARNEY RM 2                          78.258 METERS 17325     |
 AR1595|---------------------------------------------------------------------|
 AR1595
 AR1595                          SUPERSEDED SURVEY CONTROL
 AR1595
 AR1595  NAD 83(1986)-  29 51 12.27724(N)    083 28 02.51009(W) AD(       ) 1
 AR1595  NAD 27      -  29 51 11.48600(N)    083 28 02.99800(W) AD(       ) 1
 AR1595
 AR1595.Superseded values are not recommended for survey control.
 AR1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1595.See file dsdata.txt to determine how the superseded data were derived.
 AR1595
 AR1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6164205098(NAD 83)
 AR1595_MARKER: DS = TRIANGULATION STATION DISK
 AR1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1595
 AR1595  HISTORY     - Date     Condition        Report By
 AR1595  HISTORY     - 1933     MONUMENTED       CGS
 AR1595  HISTORY     - 1934     GOOD             FLGS
 AR1595  HISTORY     - 1940     GOOD             CGS
 AR1595  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AR1595
 AR1595                          STATION DESCRIPTION
 AR1595
 AR1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 AR1595'THE STATION IS ABOUT 4.5 MILES BY ROAD SW OF THE RAILROAD STATION
 AR1595'AT SALEM.  THE STATION IS 46.5 FEET W OF THE CENTER LINE OF ROAD
 AR1595'AT THIS POINT, AND 33 FEET E OF A BLAZE ON A 6-INCH PINE
 AR1595'TREE.  THE MARK PROJECTS 10 INCHES.
 AR1595'
 AR1595'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AR1595'BRONZE DISKS SET IN CONCRETE.
 AR1595'
 AR1595'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE GROVE OF PINES,
 AR1595'75 FEET E OF THE ROAD, 14 FEET E OF A TWIN PINE.  THE MARK
 AR1595'PROJECTS 7 INCHES.
 AR1595'
 AR1595'REFERENCE MARK NO. 2 IS S OF THE STATION, 6 YARDS W OF THE ROAD,
 AR1595'AND 7 YARDS N OF A BURNT STUMP 20 FEET HIGH.  THE MARK PROJECTS
 AR1595'7 INCHES.
 AR1595'
 AR1595'THE AZIMUTH MARK IS N OF THE STATION, 33 FEET W OF CENTER LINE
 AR1595'OF ROAD, 24 FEET W OF STUMP.  THE MARK PROJECTS 8 INCHES.
 AR1595'
 AR1595'TO REACH STATION--FOLLOW STATE HIGHWAY 19, TO SALEM RAILROAD
 AR1595'STATION, BETWEEN CROSS CITY AND PERRY.  HERE TURN W ON WOODS
 AR1595'ROAD ALONG THE N SIDE OF OLD STORE AND DWELLING (AT RAILROAD
 AR1595'CROSSING) AND FOLLOW MAIN-TRAVELED ROAD IN A SOUTHWESTERLY
 AR1595'DIRECTION 2.9 MILES TO A FORK.  TAKE LEFT FORK AND GO 0.7 MILE
 AR1595'TO HOUSE OF B.M. LIVINGSTON.  CONTINUE ON THIS ROAD 0.9 MILE TO
 AR1595'A SMALL PROMINENT GROVE OF TALL PINES ON THE E SIDE OF THE
 AR1595'ROAD.
 AR1595
 AR1595                          STATION RECOVERY (1934)
 AR1595
 AR1595'RECOVERY NOTE BY FLORIDA GEODETIC SURVEY 1934
 AR1595'STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 AR1595'
 AR1595'NOTE--WHERE CARD READS HERE TURN W ON WOODS ROAD ALONG THE N
 AR1595'SIDE OF OLD STORE SHOULD BE CHANGED TO S SIDE OF STORE.
 AR1595
 AR1595                          STATION RECOVERY (1940)
 AR1595
 AR1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GLA)
 AR1595'THE STATION IS ABOUT 4.5 MILES BY ROAD BY SW OF THE RAILROAD STATION
 AR1595'AT SALEM.  THE STATION IS 38.0 FEET E OF THE CENTER LINE OF
 AR1595'GRADED ROAD AT THIS POINT, AND 6 YARDS N OF BORROW PIT.  THE MARK
 AR1595'PROJECTS 10 INCHES AND IS STAMPED BARNEY 1933.
 AR1595'
 AR1595'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AR1595'BRONZE DISKS SET IN CONCRETE.
 AR1595'
 AR1595'REFERENCE MARK NO.1 IS NE OF THE STATION IN THE GROVE OF PINES,
 AR1595'75 FEET E OF THE OLD ROAD, 14 FEET E OF A TWIN PINE.  IT PROJECTS
 AR1595'7 INCHES.
 AR1595'
 AR1595'REFERENCE MARK NO.2 IS S OF THE STATION, 6 YARDS W OF THE OLD
 AR1595'ROAD AND 7 YARDS N OF A BURNED STUMP 20 FEET HIGH.  THE MARK
 AR1595'PROJECTS 7 INCHES.
 AR1595'
 AR1595'THE AZIMUTH MARK IS N OF THE STATION, 33 FEET W OF THE CENTER
 AR1595'LINE OF THE OLD ROAD, 24 FEET W OF STUMP.  THE MARK PROJECTS 8
 AR1595'INCHES.
 AR1595'
 AR1595'TO REACH STATION, FOLLOW STATE HIGHWAY 19 TO SALEM RAILROAD
 AR1595'STATION, BETWEEN CROSS CITY AND PERRY.  HERE TURN W ON WOODS
 AR1595'ROAD ALONG THE S SIDE OF OLD STORE AND DWELLING (AT RAILROAD
 AR1595'CROSSING AND FOLLOW MAIN-TRAVELED ROAD IN A SOUTHWESTERLY
 AR1595'DIRECTION 3.4 MILES TO A FORK AT 2 HOUSES.  TAKE LEFT FORK AND GO
 AR1595'1.0 MILE TO A SMALL PROMINENT GROVE OF TALL PINES ON THE E SIDE
 AR1595'OF THE ROAD.
 AR1595'
 AR1595'A 116-FOOT TOWER WAS ERECTED OVER THE STATION IN 1933.
 AR1595
 AR1595                          STATION RECOVERY (1963)
 AR1595
 AR1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AR1595'STATION WAS NOT RECOVERED AFTER A TWO HOUR SEARCH.  ALL ROAD
 AR1595'MILEAGES ARE GOOD.  THE STATION MAY HAVE BEEN DESTROYED DURING
 AR1595'CONSTRUCTION WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG1753 ***********************************************************************
 BG1753  DESIGNATION -  BARO USWB
 BG1753  PID         -  BG1753
 BG1753  STATE/COUNTY-  FL/ESCAMBIA
 BG1753  USGS QUAD   -  PENSACOLA (1994)
 BG1753
 BG1753                         *CURRENT SURVEY CONTROL
 BG1753  ___________________________________________________________________
 BG1753* NAD 83(1986)-  30 28 32.     (N)    087 11 35.     (W)     SCALED    
 BG1753* NAVD 88     -        35.013  (meters)     114.87   (feet)  ADJUSTED  
 BG1753  ___________________________________________________________________
 BG1753  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BG1753  DYNAMIC HT  -          34.967 (meters)     114.72  (feet)  COMP
 BG1753  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 BG1753
 BG1753  VERT ORDER  -  FIRST     CLASS II
 BG1753
 BG1753.This mark is at Pensacola Airport (PNS)
 BG1753
 BG1753.The horizontal coordinates were scaled from a topographic map and have
 BG1753.an estimated accuracy of +/- 6 seconds.
 BG1753
 BG1753.The orthometric height was determined by differential leveling
 BG1753.and adjusted by the National Geodetic Survey in June 1991..
 BG1753
 BG1753.The geoid height was determined by GEOID03.
 BG1753
 BG1753.The dynamic height is computed by dividing the NAVD 88
 BG1753.geopotential number by the normal gravity value computed on the
 BG1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1753.degrees latitude (g = 980.6199 gals.).
 BG1753
 BG1753.The modeled gravity was interpolated from observed gravity values.
 BG1753
 BG1753;                    North         East    Units  Estimated Accuracy
 BG1753;SPC FL N     -   166,620.      341,440.      MT  (+/- 180 meters Scaled)
 BG1753
 BG1753                          SUPERSEDED SURVEY CONTROL
 BG1753
 BG1753  NGVD 29 (??/??/92)   35.078  (m)          115.09   (f) ADJ UNCH    1 2
 BG1753
 BG1753.Superseded values are not recommended for survey control.
 BG1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1753.See file dsdata.txt to determine how the superseded data were derived.
 BG1753
 BG1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU814714(NAD 83)
 BG1753_MARKER: X = CHISELED CROSS
 BG1753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG1753_SP_SET: BUILDING
 BG1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG1753
 BG1753  HISTORY     - Date     Condition        Report By
 BG1753  HISTORY     - UNK      MONUMENTED       USWB
 BG1753  HISTORY     - 1955     GOOD             NGS
 BG1753
 BG1753                          STATION DESCRIPTION
 BG1753
 BG1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG1753'2.8 MI NE FROM PENSACOLA.
 BG1753'2.8 MILES NORTHEAST ALONG 12TH AVENUE NORTH FROM FIRE STATION
 BG1753'NO. 2 AND INTERSECTION OF CROSS STREET AT PENSACOLA, AT MUNICIPAL
 BG1753'AIRPORT (HAGLER FIELD), IN THE SOUTH FACE OF THE FOURTH COURSE
 BG1753'OF BRICK ABOVE BRICK WINDOW SILL OF THE NORTH MOST WINDOW OF
 BG1753'WEST FACE OF CONTROL TOWER BUILDING (ON NORTH SIDE OF WINDOW)
 BG1753'1 FOOT SOUTH OF AN OFFSET IN THE WEST FACE OF BUILDING AND 4.7
 BG1753'FEET ABOVE LEVEL OF SIDE WALK AROUND BUILDING.  THE POINT
 BG1753'LEVELED TO IS THE CENTER OF AN OUTLINED CROSS WITHIN AN OUTLINED
 BG1753'SQUARE CUT IN BRICK AND BENEATH THE LETTERS BARO CUT IN BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE3039 ***********************************************************************
 BE3039  DESIGNATION -  BAROID BOLT
 BE3039  PID         -  BE3039
 BE3039  STATE/COUNTY-  FL/BAY
 BE3039  USGS QUAD   -  PANAMA CITY (1982)
 BE3039
 BE3039                         *CURRENT SURVEY CONTROL
 BE3039  ___________________________________________________________________
 BE3039* NAD 83(1990)-  30 10 50.45994(N)    085 43 58.19465(W)     ADJUSTED  
 BE3039* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 BE3039  ___________________________________________________________________
 BE3039  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BE3039  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3039
 BE3039  HORZ ORDER  -  THIRD
 BE3039
 BE3039.The horizontal coordinates were established by classical geodetic methods
 BE3039.and adjusted by the National Geodetic Survey in May 1991..
 BE3039
 BE3039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3039
 BE3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3039
 BE3039.The geoid height was determined by GEOID03.
 BE3039
 BE3039;                    North         East     Units Scale Factor Converg.
 BE3039;SPC FL N     -   131,517.559   481,273.149   MT  0.99994846   -0 37 10.3
 BE3039;SPC FL N     -   431,487.19  1,578,976.99   sFT  0.99994846   -0 37 10.3
 BE3039;UTM  16      - 3,339,485.091   621,998.387   MT  0.99978362   +0 38 13.6
 BE3039
 BE3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3039!SPC FL N     -   1.00000394  x   0.99994846  =   0.99995240
 BE3039!UTM  16      -   1.00000394  x   0.99978362  =   0.99978755
 BE3039
 BE3039                          SUPERSEDED SURVEY CONTROL
 BE3039
 BE3039  NAD 83(1986)-  30 10 50.47064(N)    085 43 58.20412(W) AD(       ) 3
 BE3039  NGVD 29 (01/23/89)    2.8    (m)            9.     (f) VERT ANG       
 BE3039
 BE3039.Superseded values are not recommended for survey control.
 BE3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3039.See file dsdata.txt to determine how the superseded data were derived.
 BE3039
 BE3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2199839485(NAD 83)
 BE3039_MARKER: B = BOLT
 BE3039_SETTING: 0 = UNSPECIFIED SETTING
 BE3039_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3039
 BE3039  HISTORY     - Date     Condition        Report By
 BE3039  HISTORY     - 1986     MONUMENTED       NOS
 BE3039  HISTORY     - 19950204 MARK NOT FOUND   USPSQD
 BE3039
 BE3039                          STATION DESCRIPTION
 BE3039
 BE3039'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 BE3039'THE STATION IS LOCATED AT THE MARINE TERMINAL FACILITY AT
 BE3039'DYERS POINT IN ST ANDREW BAY.
 BE3039'
 BE3039'TO REACH THE STATION BY BOAT TRAVEL 0.7 MILE SOUTHEAST FROM THE
 BE3039'HATHAWAY BRIDGE IN ST ANDREW BAY.
 BE3039'
 BE3039'THE STATION IS A CROSS CUT IN THE TOP OF A BOLT IN A STEEL BOLLARD
 BE3039'NEAR THE WATERS EDGE.
 BE3039'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE3039'
 BE3039'DESCRIBED BY M BURNS.
 BE3039
 BE3039                          STATION RECOVERY (1995)
 BE3039
 BE3039'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AB2518 ***********************************************************************
 AB2518  DESIGNATION -  BARON
 AB2518  PID         -  AB2518
 AB2518  STATE/COUNTY-  FL/ST LUCIE
 AB2518  USGS QUAD   -  SAINT JOHNS MARSH SOUTH (1970)
 AB2518
 AB2518                         *CURRENT SURVEY CONTROL
 AB2518  ___________________________________________________________________
 AB2518* NAD 83(1999)-  27 28 14.43170(N)    080 32 03.67376(W)     ADJUSTED  
 AB2518* NAVD 88     -         9.0    (meters)      30.     (feet)  GPS OBS   
 AB2518  ___________________________________________________________________
 AB2518  X           -     931,315.857 (meters)                     COMP
 AB2518  Y           -  -5,585,896.744 (meters)                     COMP
 AB2518  Z           -   2,924,579.171 (meters)                     COMP
 AB2518  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AB2518  ELLIP HEIGHT-         -18.22  (meters)          (06/19/01) GPS OBS
 AB2518  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AB2518
 AB2518  HORZ ORDER  -  FIRST
 AB2518  ELLP ORDER  -  FOURTH    CLASS I
 AB2518
 AB2518.The horizontal coordinates were established by GPS observations
 AB2518.and adjusted by the National Geodetic Survey in June 2001..
 AB2518
 AB2518.The orthometric height was determined by GPS observations and a
 AB2518.high-resolution geoid model.
 AB2518
 AB2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2518
 AB2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2518
 AB2518.The ellipsoidal height was determined by GPS observations
 AB2518.and is referenced to NAD 83.
 AB2518
 AB2518.The geoid height was determined by GEOID03.
 AB2518
 AB2518;                    North         East     Units Scale Factor Converg.
 AB2518;SPC FL E     -   347,641.500   246,021.268   MT  0.99996731   +0 12 53.3
 AB2518;SPC FL E     - 1,140,553.82    807,154.78   sFT  0.99996731   +0 12 53.3
 AB2518;UTM  17      - 3,038,654.868   546,005.566   MT  0.99962613   +0 12 53.3
 AB2518
 AB2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2518!SPC FL E     -   1.00000286  x   0.99996731  =   0.99997017
 AB2518!UTM  17      -   1.00000286  x   0.99962613  =   0.99962899
 AB2518
 AB2518                          SUPERSEDED SURVEY CONTROL
 AB2518
 AB2518  NAD 83(1990)-  27 28 14.43048(N)    080 32 03.67270(W) AD(       ) 1
 AB2518  ELLIP H (03/26/96)  -18.20   (m)                       GP(       ) 3 2
 AB2518
 AB2518.Superseded values are not recommended for survey control.
 AB2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2518.See file dsdata.txt to determine how the superseded data were derived.
 AB2518
 AB2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4600638655(NAD 83)
 AB2518_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2518_STAMPING: BARON
 AB2518_MARK LOGO: SFLWMD
 AB2518_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2518+STABILITY: SURFACE MOTION
 AB2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2518+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2518
 AB2518  HISTORY     - Date     Condition        Report By
 AB2518  HISTORY     - 1994     MONUMENTED       SFLWMD
 AB2518
 AB2518                          STATION DESCRIPTION
 AB2518
 AB2518'DESCRIBED BY S FL WATER MGMT DIST 1994 (MEH)
 AB2518'THE STATION IS ABOUT 11.0 MI (17.7 KM) WEST OF FORT PIERCE ON CANAL 25
 AB2518'IN SECTION 4, TOWNSHIP 35 SOUTH, RANGE 38 EAST.  TO REACH THE STATION
 AB2518'FROM THE INTERSECTION OF ST LUCIE COUNTY ROAD 609-A (SHINN ROAD) AND
 AB2518'STATE ROAD 68 (ORANGE AVENUE) WEST OF FORT PIERCE, GO WEST ON STATE
 AB2518'ROAD 68 (ORANGE AVENUE) FOR 1.55 MI (2.49 KM) TO THE JUNCTION OF NORTH
 AB2518'HEADER CANAL ROAD ON THE RIGHT, TURN RIGHT ON NORTH HEADER CANAL ROAD
 AB2518'AND GO NORTH FOR 1.6 MI (2.6 KM) A TO SHARP BEND TO THE WEST, GO WEST
 AB2518'ON THE SHELL ROCK ROAD FOR 1.4 MI (2.3 KM) TO A LOCKED GATE, PASSING
 AB2518'THROUGH THE GATE CONTINUE WEST ON THE DIM ROAD FOR 1.0 MI (1.6 KM) TO
 AB2518'THE STATION IN THE CENTER OF THE DIM ROAD.  LOCATED 10.2 FT (3.1 M)
 AB2518'SOUTH OF A METAL WITNESS POST.  NOTE FOR KEY CONTACT RUTH ANN
 AB2518'KATILIUS, SOUTH FLORIDA WATER MANAGEMENT DISTRICT, WEST PALM BEACH,
 AB2518'FL.  PHONE NUMBER (407) 686-8800.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3983 ***********************************************************************
 BG3983  DESIGNATION -  BARR
 BG3983  PID         -  BG3983
 BG3983  STATE/COUNTY-  FL/ESCAMBIA
 BG3983  USGS QUAD   -  PERDIDO BAY (1992)
 BG3983
 BG3983                         *CURRENT SURVEY CONTROL
 BG3983  ___________________________________________________________________
 BG3983* NAD 83(1990)-  30 19 32.53297(N)    087 24 39.26482(W)     ADJUSTED  
 BG3983* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BG3983  ___________________________________________________________________
 BG3983  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 BG3983  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG3983
 BG3983  HORZ ORDER  -  SECOND
 BG3983
 BG3983.The horizontal coordinates were established by classical geodetic methods
 BG3983.and adjusted by the National Geodetic Survey in December 1992..
 BG3983
 BG3983.The orthometric height was scaled from a topographic map.
 BG3983
 BG3983.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3983
 BG3983.The geoid height was determined by GEOID03.
 BG3983
 BG3983;                    North         East     Units Scale Factor Converg.
 BG3983;SPC FL N     -   150,524.523   320,102.891   MT  0.99995224   -1 27 46.1
 BG3983;SPC FL N     -   493,845.87  1,050,204.23   sFT  0.99995224   -1 27 46.1
 BG3983;UTM  16      - 3,354,948.365   460,498.868   MT  0.99961925   -0 12 26.9
 BG3983
 BG3983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3983!SPC FL N     -   1.00000323  x   0.99995224  =   0.99995547
 BG3983!UTM  16      -   1.00000323  x   0.99961925  =   0.99962248
 BG3983
 BG3983:                Primary Azimuth Mark                     Grid Az
 BG3983:SPC FL N     -  RED BLUFF RESET                          091 47 19.2
 BG3983:UTM  16      -  RED BLUFF RESET                          090 32 00.0
 BG3983
 BG3983|---------------------------------------------------------------------|
 BG3983| PID    Reference Object                     Distance      Geod. Az  |
 BG3983|                                                           dddmmss.s |
 BG3983| BG3979 RED BLUFF RESET                     APPROX. 3.1 KM 0901933.1 |
 BG3983| DD8331 BARR RM 1                            24.910 METERS 12630     |
 BG3983| BG3982 PENSACOLA MOBILE BEACON 15          APPROX. 2.5 KM 1514715.3 |
 BG3983| DD8332 BARR RM 2                            23.860 METERS 20019     |
 BG3983| BG3992 ONO 2                               APPROX. 4.9 KM 2432804.0 |
 BG3983| BG3990 PENSACOLA MOBILE BEACON 4           APPROX. 5.8 KM 2480724.4 |
 BG3983| BG3994 WINDMILL TOWER ON RED TANK          APPROX. 3.7 KM 2541234.2 |
 BG3983| BG3995 CHIMNEY WRECKED HOUSE               APPROX. 2.4 KM 2585756.9 |
 BG3983| BG3977 PERDIDO BEACH TANK                  APPROX. 8.8 KM 2825201.9 |
 BG3983| BG3978 PERDIDO BEACH LOCKWOODS TANK        APPROX. 8.7 KM 2835542.2 |
 BG3983| BG3972 RED BLUFF 2                         APPROX. 7.5 KM 2853044.8 |
 BG3983|---------------------------------------------------------------------|
 BG3983
 BG3983                          SUPERSEDED SURVEY CONTROL
 BG3983
 BG3983  NAD 83(1990)-  30 19 32.55091(N)    087 24 39.26933(W) AD(       ) 2
 BG3983  NAD 83(1986)-  30 19 32.55179(N)    087 24 39.26851(W) AD(       ) 2
 BG3983  NAD 27      -  30 19 31.83100(N)    087 24 39.34800(W) AD(       ) 2
 BG3983
 BG3983.Superseded values are not recommended for survey control.
 BG3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3983.See file dsdata.txt to determine how the superseded data were derived.
 BG3983
 BG3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6049954948(NAD 83)
 BG3983_MARKER: DS = TRIANGULATION STATION DISK
 BG3983_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG3983_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BG3983
 BG3983  HISTORY     - Date     Condition        Report By
 BG3983  HISTORY     - 1934     MONUMENTED       CGS
 BG3983  HISTORY     - 1971     GOOD             NGS
 BG3983  HISTORY     - 1978     GOOD             NGS
 BG3983
 BG3983                          STATION DESCRIPTION
 BG3983
 BG3983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG3983'THIS STATION IS ABOUT 4-1/2 MILES E OF INERARITY POINT AND
 BG3983'ABOUT 1 MILE N OF THE N SHORE OF BIG LAGOON AT ITS WESTERN
 BG3983'EXTREMITY.  TO REACH STATION, TAKE GULF BEACH ROAD E FROM
 BG3983'INTERSECTION WITH INERARITY POINT ROAD, WHERE ROADS FORM A Y,
 BG3983'FOR A DISTANCE OF 1.3 MILES.  AT THIS POINT ON N SIDE OF ROAD
 BG3983'IS BARR SUBDIVISION, AND 3 NARROW CONCRETE ROADS ABOUT 500
 BG3983'FEET APART RUN N.  TAKE CENTER ROAD AND GO N FOR APPROXIMATELY
 BG3983'1700 FEET, TO TOP OF RISE IN GROUND.  STATION IS LOCATED 12.65
 BG3983'METERS E OF THE CENTER LINE OF ROAD ON CREST OF HILL.
 BG3983'
 BG3983'STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BG3983'DISKS.
 BG3983'
 BG3983'THE SURFACE STATION MARK IS SET IN AN 8-INCH TILE AND THE
 BG3983'SUBSURFACE AND REFERENCE MARKS ARE SET IN 6-INCH
 BG3983'TILES.  SURFACE STATION MARK AND REFERENCE MARKS PROTRUDE 3
 BG3983'INCHES ABOVE THE SURFACE OF THE GROUND.
 BG3983'
 BG3983'REFERENCE MARK NO. 1 IS 35 METERS FROM CENTER LINE OF
 BG3983'ROAD.  REFERENCE MARK NO. 2 IS 4.86 METERS FROM CENTER LINE OF ROAD.
 BG3983'
 BG3983'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 BG3983
 BG3983                          STATION RECOVERY (1971)
 BG3983
 BG3983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BG3983'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 BG3983'GOOD CONDITION.  THE DESCRIPTION BY M.H.R. IN 1934 IS ADEQUATE
 BG3983'FOR RECOVERY WITH THE FOLLOWING ADDITIONS--BARR SUBDIVISION IS
 BG3983'NO LONGER EXISTENT AND THE ROAD UP TO THE STATION HAS BEEN
 BG3983'WIDENED AND NAMED MEDINA ROAD.
 BG3983
 BG3983                          STATION RECOVERY (1978)
 BG3983
 BG3983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RST)
 BG3983'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS NO. 1 AND
 BG3983'NO. 2 WERE NOT RECOVERED AFTER A TWO HOUR SEARCH.
 BG3983'
 BG3983'TO REACH STATION FROM THE Y INTERSECTION OF GULF BEACH ROAD
 BG3983'AND INERARITY POINT ROAD PROCEED WEST ON GULF BEACH ROAD FOR
 BG3983'1.3 MILES TO THE INTERSECTION OF MEDINA ROAD.  TURN LEFT AND
 BG3983'PROCEED NORTH FOR 500 YARDS TO STATION ON RIGHT.
 BG3983'
 BG3983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG3983'4.5 MILES EAST OF INTERARITY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4252 ***********************************************************************
 AC4252  DESIGNATION -  BARRIER
 AC4252  PID         -  AC4252
 AC4252  STATE/COUNTY-  FL/MIAMI-DADE
 AC4252  USGS QUAD   -  ARSENICKER KEYS (1997)
 AC4252
 AC4252                         *CURRENT SURVEY CONTROL
 AC4252  ___________________________________________________________________
 AC4252* NAD 83(1990)-  25 29 21.34154(N)    080 20 49.57121(W)     ADJUSTED  
 AC4252* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 AC4252  ___________________________________________________________________
 AC4252  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AC4252  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AC4252
 AC4252  HORZ ORDER  -  FIRST
 AC4252
 AC4252.The horizontal coordinates were established by classical geodetic methods
 AC4252.and adjusted by the National Geodetic Survey in May 1991..
 AC4252
 AC4252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC4252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC4252
 AC4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4252
 AC4252.The geoid height was determined by GEOID03.
 AC4252
 AC4252;                    North         East     Units Scale Factor Converg.
 AC4252;SPC FL E     -   128,197.432   265,643.641   MT  0.99999437   +0 16 51.5
 AC4252;SPC FL E     -   420,594.41    871,532.51   sFT  0.99999437   +0 16 51.5
 AC4252;UTM  17      - 2,819,285.674   565,621.244   MT  0.99965317   +0 16 51.5
 AC4252
 AC4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4252!SPC FL E     -   1.00000391  x   0.99999437  =   0.99999828
 AC4252!UTM  17      -   1.00000391  x   0.99965317  =   0.99965708
 AC4252
 AC4252:                Primary Azimuth Mark                     Grid Az
 AC4252:SPC FL E     -  TURKEY POINT FLP CO TANK                 163 26 59.4
 AC4252:UTM  17      -  TURKEY POINT FLP CO TANK                 163 26 59.4
 AC4252
 AC4252|---------------------------------------------------------------------|
 AC4252| PID    Reference Object                     Distance      Geod. Az  |
 AC4252|                                                           dddmmss.s |
 AC4252| AC4240 TURKEY POINT FLP CO TANK            APPROX. 6.2 KM 1634350.9 |
 AC4252| AC4242 TURKEY POINT FLP CO N STACK         APPROX. 6.1 KM 1641603.0 |
 AC4252| AC4241 TURKEY POINT FLP CO S STACK         APPROX. 6.2 KM 1642402.8 |
 AC4252| CW7947 BARRIER AZ MK                                      1805804.0 |
 AC4252| CW7948 BARRIER RM 1                         21.816 METERS 21835     |
 AC4252| AC4320 SOUTH MIAMI LABOR CAMP TANK         APPROX. 6.6 KM 2552422.7 |
 AC4252| AC4322 HOMESTEAD AFB CONTROL TOWER         APPROX. 4.7 KM 2692815.5 |
 AC4252| AC4326 HOMESTEAD AFB SOUTH TANK BCN        APPROX. 4.2 KM 2803630.3 |
 AC4252| CW7949 BARRIER RM 2                         28.726 METERS 30417     |
 AC4252|---------------------------------------------------------------------|
 AC4252
 AC4252                          SUPERSEDED SURVEY CONTROL
 AC4252
 AC4252  NAD 83(1986)-  25 29 21.34221(N)    080 20 49.57000(W) AD(       ) 1
 AC4252  NAD 27      -  25 29 19.94608(N)    080 20 50.37885(W) AD(       ) 1
 AC4252  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AC4252
 AC4252.Superseded values are not recommended for survey control.
 AC4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4252.See file dsdata.txt to determine how the superseded data were derived.
 AC4252
 AC4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6562119286(NAD 83)
 AC4252_MARKER: DS = TRIANGULATION STATION DISK
 AC4252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AC4252
 AC4252  HISTORY     - Date     Condition        Report By
 AC4252  HISTORY     - 1972     MONUMENTED       NGS
 AC4252  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AC4252
 AC4252                          STATION DESCRIPTION
 AC4252
 AC4252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 AC4252'THE STATION IS LOCATED 8 MILES EAST OF HOMESTEAD, 5 MILES SOUTHEAST
 AC4252'OF NARANJA, 1-1/2 MILES EAST OF HOMESTEAD AIR FORCE BASE, 1 MILE
 AC4252'NORTH OF HOMESTEAD BAYFRONT PARK AND ON FLORIDA FLOOD CONTROL
 AC4252'PROPERTY NEAR A FLOOD GATE ON THE MILITARY CANAL.
 AC4252'
 AC4252'TO REACH THE STATION FROM THE POST OFFICE IN NARANJA, GO EAST ON
 AC4252'SW 268TH ST (MOODY DRIVE) FOR 3.8 MILES TO A CROSSROAD.  TURN RIGHT
 AC4252'AND TO SOUTH ON SW 107TH AVE FOR 2.05 MILES TO A SIDE ROAD LEFT
 AC4252'JUST AFTER CROSSING A BRIDGE OVER MILITARY CANAL.  TURN LEFT AND GO
 AC4252'EAST ON A GRAVELED ROAD ALONG THE SOUTH SIDE OF THE CANAL FOR 1.0
 AC4252'MILE TO THE STATION ON THE RIGHT JUST BEFORE REACHING A FLOOD
 AC4252'GATE ON THE LEFT.
 AC4252'
 AC4252'STATION MARK, STAMPED BARRIER 1972 IS A STANDARD DISK SET IN A
 AC4252'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 AC4252'IS 47 FEET NORTH OF THE NORTH END OF A CANAL, 36 FEET SOUTH OF THE
 AC4252'CENTER OF A GRAVELED ROAD, 35 FEET EAST OF THE CENTER OF A
 AC4252'GRAVELED ROAD AND 33 FEET WEST OF THE SOUTHWEST CORNER OF A FENCE
 AC4252'AROUND A SMALL CONCRETE BLOCK BUILDING.
 AC4252'
 AC4252'REFERENCE MARK 1, STAMPED BARRIER NO 1 1972 IS A STANDARD DISK SET
 AC4252'IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AC4252'SURFACE.  IT IS 98.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AC4252'FENCE AROUND THE SMALL BLOCK BUILDING, 89 FEET SOUTH OF THE CENTER
 AC4252'OF A GRAVELED ROAD, 28 FEET WEST OF THE WEST EDGE OF A CANAL AND
 AC4252'7.5 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 AC4252'
 AC4252'REFERENCE MARK 2, STAMPED BARRIER NO 2 1972 IS A STANDARD DISK
 AC4252'CEMENTED IN A DRILL HOLE IN WHAT WAS ONCE THE CONCRETE FOUNDATION
 AC4252'OF A PREVIOUS FLOOD GATE (SINCE REMOVED).  IT IS 129 FEET WEST OF
 AC4252'THE FLOOD GATE, 42 FEET EAST OF A LARGE METAL SIGN (DANGER NO
 AC4252'BOATING), AND 20 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 AC4252'
 AC4252'AZIMUTH MARK, STAMPED BARRIER 1972 IS A STANDARD DISK SET IN A
 AC4252'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 AC4252'IS 27 FEET WEST OF THE WEST EDGE OF A CANAL, 11 FEET WEST OF THE
 AC4252'CENTER OF A GRAVELED ROAD AND 2.5 FEET NORTH OF A METAL WITNESS
 AC4252'POST.
 AC4252'
 AC4252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 AC4252'ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 AC4252'
 AC4252'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 AC4252
 AC4252                          STATION RECOVERY (1986)
 AC4252
 AC4252'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM)
 AC4252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AG1651 ***********************************************************************
 AG1651  DESIGNATION -  BARRON USE
 AG1651  PID         -  AG1651
 AG1651  STATE/COUNTY-  FL/CHARLOTTE
 AG1651  USGS QUAD   -  PUNTA GORDA (1987)
 AG1651
 AG1651                         *CURRENT SURVEY CONTROL
 AG1651  ___________________________________________________________________
 AG1651* NAD 83(1986)-  26 57 04.     (N)    082 03 39.     (W)     SCALED    
 AG1651* NAVD 88     -         3.418  (meters)      11.21   (feet)  ADJUSTED  
 AG1651  ___________________________________________________________________
 AG1651  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AG1651  DYNAMIC HT  -           3.412 (meters)      11.19  (feet)  COMP
 AG1651  MODELED GRAV-     979,115.6   (mgal)                       NAVD 88
 AG1651
 AG1651  VERT ORDER  -  FIRST     CLASS I
 AG1651
 AG1651.The horizontal coordinates were scaled from a topographic map and have
 AG1651.an estimated accuracy of +/- 6 seconds.
 AG1651
 AG1651.The orthometric height was determined by differential leveling
 AG1651.and adjusted by the National Geodetic Survey in June 1991..
 AG1651
 AG1651.The geoid height was determined by GEOID03.
 AG1651
 AG1651.The dynamic height is computed by dividing the NAVD 88
 AG1651.geopotential number by the normal gravity value computed on the
 AG1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1651.degrees latitude (g = 980.6199 gals.).
 AG1651
 AG1651.The modeled gravity was interpolated from observed gravity values.
 AG1651
 AG1651;                    North         East    Units  Estimated Accuracy
 AG1651;SPC FL W     -   289,990.      193,960.      MT  (+/- 180 meters Scaled)
 AG1651
 AG1651                          SUPERSEDED SURVEY CONTROL
 AG1651
 AG1651  NGVD 29 (??/??/92)    3.76   (m)           12.3    (f) COMPUTED    1 1
 AG1651
 AG1651.Superseded values are not recommended for survey control.
 AG1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1651.See file dsdata.txt to determine how the superseded data were derived.
 AG1651
 AG1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK947814(NAD 83)
 AG1651_MARKER: DD = SURVEY DISK
 AG1651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG1651_SP_SET: BRIDGE
 AG1651_STAMPING: BARRON 1938
 AG1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1651
 AG1651  HISTORY     - Date     Condition        Report By
 AG1651  HISTORY     - 1938     MONUMENTED       DOD
 AG1651  HISTORY     - 1966     GOOD             NGS
 AG1651  HISTORY     - 19901221 MARK NOT FOUND   USPSQD
 AG1651  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AG1651
 AG1651                          STATION DESCRIPTION
 AG1651
 AG1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AG1651'1.2 MI NW FROM PUNTA GORDA.
 AG1651'ABOUT 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AG1651'JUNCTION OF U.S. HIGHWAY 17 AT PUNTA GORDA, AT THE NORTHWEST
 AG1651'END OF THE HIGHWAY BRIDGE OVER THE PEACE RIVER, SET IN THE TOP
 AG1651'AT THE NORTHWEST END OF THE SOUTHWEST CONCRETE WALKWAY OF THE
 AG1651'BRIDGE, 16.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3
 AG1651'FEET NORTHEAST OF THE EDGE OF THE CONCRETE GUARD RAIL BASE, 6.8
 AG1651'FEET SOUTHEAST OF THE NORTHWEST END OF THE WALKWAY AND ABOUT 1
 AG1651'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AG1651
 AG1651                          STATION RECOVERY (1990)
 AG1651
 AG1651'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG1651'MARK NOT FOUND.
 AG1651
 AG1651                          STATION RECOVERY (1994)
 AG1651
 AG1651'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1550 ***********************************************************************
 AR1550  DESIGNATION -  BARROW
 AR1550  PID         -  AR1550
 AR1550  STATE/COUNTY-  FL/LEVY
 AR1550  USGS QUAD   -  CHIEFLAND (1993)
 AR1550
 AR1550                         *CURRENT SURVEY CONTROL
 AR1550  ___________________________________________________________________
 AR1550* NAD 83(1990)-  29 28 29.17594(N)    082 49 43.77942(W)     ADJUSTED  
 AR1550* NAVD 88     -        13.11   (+/-2cm)      43.0    (feet)  VERTCON   
 AR1550  ___________________________________________________________________
 AR1550  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AR1550  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AR1550
 AR1550  HORZ ORDER  -  FIRST
 AR1550  VERT ORDER  -  THIRD ? (See Below)
 AR1550
 AR1550.The horizontal coordinates were established by classical geodetic methods
 AR1550.and adjusted by the National Geodetic Survey in May 1991..
 AR1550
 AR1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1550.The vertical order pertains to the NGVD 29 superseded value.
 AR1550
 AR1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AR1550
 AR1550.The geoid height was determined by GEOID03.
 AR1550
 AR1550;                    North         East     Units Scale Factor Converg.
 AR1550;SPC FL W     -   569,936.523   119,615.024   MT  1.00002088   -0 24 28.2
 AR1550;SPC FL W     - 1,869,866.74    392,436.96   sFT  1.00002088   -0 24 28.2
 AR1550;SPC FL N     -    53,815.687   762,085.117   MT  1.00002093   +0 50 23.3
 AR1550;SPC FL N     -   176,560.30  2,500,274.25   sFT  1.00002093   +0 50 23.3
 AR1550;UTM  17      - 3,261,980.823   322,676.748   MT  0.99998799   -0 54 00.3
 AR1550
 AR1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1550!SPC FL W     -   1.00000227  x   1.00002088  =   1.00002315
 AR1550!SPC FL N     -   1.00000227  x   1.00002093  =   1.00002320
 AR1550!UTM  17      -   1.00000227  x   0.99998799  =   0.99999026
 AR1550
 AR1550|---------------------------------------------------------------------|
 AR1550| PID    Reference Object                     Distance      Geod. Az  |
 AR1550|                                                           dddmmss.s |
 AR1550| AR0631 BARROW RM 1                          55.836 METERS 05802     |
 AR1550| CW3312 BARROW 2 AZ MK                                     0871305.0 |
 AR1550| CW3311 BARROW AZ MK                                       0875826.2 |
 AR1550| AR0632 BARROW RM 2                          80.797 METERS 17514     |
 AR1550| AR0630 BARROW 2                              4.144 METERS 17801     |
 AR1550|---------------------------------------------------------------------|
 AR1550
 AR1550                          SUPERSEDED SURVEY CONTROL
 AR1550
 AR1550  NAD 83(1986)-  29 28 29.18193(N)    082 49 43.78879(W) AD(       ) 1
 AR1550  NAD 27      -  29 28 28.32700(N)    082 49 44.36200(W) AD(       ) 1
 AR1550  NGVD 29 (07/19/86)   13.31   (m)           43.7    (f) LEVELING    3  
 AR1550
 AR1550.Superseded values are not recommended for survey control.
 AR1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1550.See file dsdata.txt to determine how the superseded data were derived.
 AR1550
 AR1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN2267761981(NAD 83)
 AR1550_MARKER: DS = TRIANGULATION STATION DISK
 AR1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1550
 AR1550  HISTORY     - Date     Condition        Report By
 AR1550  HISTORY     - 1933     MONUMENTED       CGS
 AR1550  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AR1550  HISTORY     - 1953     GOOD             CGS
 AR1550  HISTORY     - 20020806 GOOD             FLDT
 AR1550
 AR1550                          STATION DESCRIPTION
 AR1550
 AR1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 AR1550'STATION IS ABOUT 2 MILES E OF CHIEFLAND, AND 11.5 MILES W OF
 AR1550'BRONSON, ON THE S SIDE OF HIGHWAY 19.  IT IS ON OPEN WOOD-LAND OWNED
 AR1550'BY MR. E.E. BARROW, WHO LIVES ABOUT 0.2 MILE E.  THE STATION IS 49
 AR1550'FEET S OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NE OF A 12-INCH
 AR1550'PINE TREE WITH A TRIANGULAR BLAZE, AND 24 FEET E OF A WOVEN WIRE
 AR1550'FENCE.  THE MARK PROJECTS 14 INCHES.
 AR1550'
 AR1550'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AR1550'BRONZE DISKS SET IN CONCRETE.
 AR1550'
 AR1550'REFERENCE MARK NO. 1 IS NE OF THE STATION, 47 FEET N OF THE CENTER
 AR1550'LINE OF THE HIGHWAY.  IT PROJECTS 10 INCHES.
 AR1550'
 AR1550'REFERENCE MARK NO. 2 IS S OF THE STATION, IN THE S EDGE OF THE WOOD
 AR1550'LOT SURROUNDING THE STATION.  IT IS ONE FOOT N OF THE FENCE BETWEEN
 AR1550'THE WOOD LOT AND THE CULTIVATED FIELD TO THE S, AND 33 FEET E OF
 AR1550'THE NW CORNER OF THE CULTIVATED FIELD.  THE MARK PROJECTS 8
 AR1550'INCHES.
 AR1550'
 AR1550'THE AZIMUTH MARK IS E OF THE STATION, 33 FEET N OF THE CENTER LINE
 AR1550'OF THE HIGHWAY, 3 FEET N OF THE FENCE AND 5 FEET E OF THE EDGE OF A
 AR1550'CULTIVATED FIELD.  IT PROJECTS 10 INCHES.
 AR1550'
 AR1550'TO REACH FROM CHIEFLAND, GO E 1.9 MILES FROM THE JUNCTION OF
 AR1550'HIGHWAYS 77 AND 19, TO THE STATION.
 AR1550'
 AR1550'TO REACH FROM BRONSON, GO W ON HIGHWAY 19, 11.5 MILES FROM THE
 AR1550'JUNCTION OF HIGHWAYS 19 AND 13, TO CROSSROADS, THENCE W 0.3 MILES
 AR1550'MORE TO THE STATION.
 AR1550
 AR1550                          STATION RECOVERY (1953)
 AR1550
 AR1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 AR1550'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1
 AR1550'WAS FOUND TO HAVE BEEN DISTURBED.  REFERENCE MARK 2 WAS FOUND IN
 AR1550'GOOD CONDITION AND WAS USED AS A REFERENCE MARK FOR THE NEWLY
 AR1550'ESTABLISHED STATION.  THIS STATION WAS MOVED BY THE REQUEST OF THE
 AR1550'FLORIDA STATE HIGHWAY DEPARTMENT.  ONLY THE SURFACE MARK WAS
 AR1550'MOVED.  THE UNDERGROUND MARK IS DESCRIBED AS FOLLOWS--
 AR1550'
 AR1550'IT IS LOCATED 1.7 MI. E OF CHIEFLAND, ON PROPERTY OWNED BY MR. E.E.
 AR1550'BARROWS, IN THE NW CORNER OF A CULTIVATED FIELD, 49 FT. S OF THE
 AR1550'CENTERLINE OF STATE HIGHWAY 500, AND 24 FT. E OF A WOVENWIRE
 AR1550'FENCE.  IT IS 13.5. FT N OF STATION BARROW 2, AND ABOUT IN LINE
 AR1550'WITH BARROW 2 AND REFERENCE MARK 2.
 AR1550'
 AR1550'REFERENCE MARK 2 IS 265.08 FT. S OF THE STATION, IN THE SW CORNER
 AR1550'OF A CULTIVATED FIELD, 12 FT. N OF AN E-W FENCE LINE, AND 45 FT. E
 AR1550'OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED BARROW NO 2 1953
 AR1550'AND PROJECTS 4 IN.
 AR1550
 AR1550                          STATION RECOVERY (1953)
 AR1550
 AR1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 AR1550'THE AZIMUTH MARK WAS MOVED BY REQUEST OF THE FLORIDA STATE HIGHWAY
 AR1550'DEPARTMENT.
 AR1550
 AR1550                          STATION RECOVERY (2002)
 AR1550
 AR1550'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2002
 AR1550'FOUND SUB. MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AR1331 ***********************************************************************
 AR1331  DESIGNATION -  BARROW 2 RM 3
 AR1331  PID         -  AR1331
 AR1331  STATE/COUNTY-  FL/LEVY
 AR1331  USGS QUAD   -  CHIEFLAND (1993)
 AR1331
 AR1331                         *CURRENT SURVEY CONTROL
 AR1331  ___________________________________________________________________
 AR1331* NAD 83(1986)-  29 28 30.     (N)    082 49 43.     (W)     SCALED    
 AR1331* NAVD 88     -        12.845  (meters)      42.14   (feet)  ADJUSTED  
 AR1331  ___________________________________________________________________
 AR1331  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AR1331  DYNAMIC HT  -          12.827 (meters)      42.08  (feet)  COMP
 AR1331  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 AR1331
 AR1331  VERT ORDER  -  FIRST     CLASS I
 AR1331
 AR1331.The horizontal coordinates were scaled from a topographic map and have
 AR1331.an estimated accuracy of +/- 6 seconds.
 AR1331
 AR1331.The orthometric height was determined by differential leveling
 AR1331.and adjusted by the National Geodetic Survey in June 1991..
 AR1331
 AR1331.The geoid height was determined by GEOID03.
 AR1331
 AR1331.The dynamic height is computed by dividing the NAVD 88
 AR1331.geopotential number by the normal gravity value computed on the
 AR1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1331.degrees latitude (g = 980.6199 gals.).
 AR1331
 AR1331.The modeled gravity was interpolated from observed gravity values.
 AR1331
 AR1331;                    North         East    Units  Estimated Accuracy
 AR1331;SPC FL W     -   569,960.      119,640.      MT  (+/- 180 meters Scaled)
 AR1331
 AR1331                          SUPERSEDED SURVEY CONTROL
 AR1331
 AR1331  NGVD 29 (??/??/92)   13.043  (m)           42.79   (f) ADJ UNCH    1 1
 AR1331
 AR1331.Superseded values are not recommended for survey control.
 AR1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1331.See file dsdata.txt to determine how the superseded data were derived.
 AR1331
 AR1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN226620(NAD 83)
 AR1331_MARKER: DS = TRIANGULATION STATION DISK
 AR1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AR1331_STAMPING: KIDD 1937 1976
 AR1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1331+STABILITY: SURFACE MOTION
 AR1331
 AR1331  HISTORY     - Date     Condition        Report By
 AR1331  HISTORY     - 1953     MONUMENTED       CGS
 AR1331  HISTORY     - 1988     GOOD             USPSQD
 AR1331
 AR1331                          STATION DESCRIPTION
 AR1331
 AR1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AR1331'0.8 MI SSE FROM STARKE.
 AR1331'0.8 MILE EAST AND SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 AR1331'WITH U.S. HIGHWAY 301 IN STARKE, 124.3 FEET NORTH-NORTHWEST OF
 AR1331'THE NORTH CORNER OF THE PINEHURST GROCERY AND VARIETY STORE,
 AR1331'72.5 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 100, 68 FEET
 AR1331'NORTHWEST OF POWER LINE POLE 724 WHICH HAS TWO TRANSFORMERS, 48
 AR1331'FEET SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO PINE TREES, 2.5 FEET
 AR1331'SOUTH OF A METAL WITNESS POST AND 1.6 FEET NORTH OF A METAL WITNESS
 AR1331'POST.  THE DISK IS SET IN THE TOP OF A 15-INCH ROUND CONCRETE
 AR1331'MONUMENT THAT IS SET FLUSH WITH THE GROUND.
 AR1331
 AR1331                          STATION RECOVERY (1988)
 AR1331
 AR1331'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AR1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0036 ***********************************************************************
 AF0036  DESIGNATION -  BART
 AF0036  PID         -  AF0036
 AF0036  STATE/COUNTY-  FL/INDIAN RIVER
 AF0036  USGS QUAD   -  RIOMAR (1992)
 AF0036
 AF0036                         *CURRENT SURVEY CONTROL
 AF0036  ___________________________________________________________________
 AF0036* NAD 83(1990)-  27 37 51.67209(N)    080 21 46.79066(W)     ADJUSTED  
 AF0036* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AF0036  ___________________________________________________________________
 AF0036  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AF0036  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF0036
 AF0036  HORZ ORDER  -  THIRD
 AF0036
 AF0036.The horizontal coordinates were established by classical geodetic methods
 AF0036.and adjusted by the National Geodetic Survey in May 1991..
 AF0036
 AF0036.The orthometric height was scaled from a topographic map.
 AF0036
 AF0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0036
 AF0036.The geoid height was determined by GEOID03.
 AF0036
 AF0036;                    North         East     Units Scale Factor Converg.
 AF0036;SPC FL E     -   365,484.405   262,865.936   MT  0.99998994   +0 17 43.6
 AF0036;SPC FL E     - 1,199,093.42    862,419.33   sFT  0.99998994   +0 17 43.6
 AF0036;UTM  17      - 3,056,491.685   562,844.487   MT  0.99964875   +0 17 43.6
 AF0036
 AF0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0036!SPC FL E     -   1.00000443  x   0.99998994  =   0.99999437
 AF0036!UTM  17      -   1.00000443  x   0.99964875  =   0.99965318
 AF0036
 AF0036|---------------------------------------------------------------------|
 AF0036| PID    Reference Object                     Distance      Geod. Az  |
 AF0036|                                                           dddmmss.s |
 AF0036| DE4118 BART WM 1                             2.370 METERS 02515     |
 AF0036| DE4116 BART RM 1                             9.570 METERS 07820     |
 AF0036| DE4119 BART WM 2                             6.980 METERS 11353     |
 AF0036| AF0049 CRAWFORD 2                          APPROX. 4.1 KM 1814552.4 |
 AF0036| AF0080 VERO BEACH TANK                     APPROX. 3.4 KM 2814454.2 |
 AF0036| DE4117 BART RM 2                            10.385 METERS 33121     |
 AF0036|---------------------------------------------------------------------|
 AF0036
 AF0036                          SUPERSEDED SURVEY CONTROL
 AF0036
 AF0036  NAD 83(1986)-  27 37 51.67640(N)    080 21 46.80707(W) AD(       ) 3
 AF0036  NAD 27      -  27 37 50.55833(N)    080 21 47.62434(W) AD(       ) 3
 AF0036
 AF0036.Superseded values are not recommended for survey control.
 AF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0036.See file dsdata.txt to determine how the superseded data were derived.
 AF0036
 AF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6284456492(NAD 83)
 AF0036_MARKER: DS = TRIANGULATION STATION DISK
 AF0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0036_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AF0036
 AF0036  HISTORY     - Date     Condition        Report By
 AF0036  HISTORY     - 1930     MONUMENTED       CGS
 AF0036  HISTORY     - 1948     GOOD             CGS
 AF0036  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AF0036  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF0036  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AF0036
 AF0036                          STATION DESCRIPTION
 AF0036
 AF0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CS)
 AF0036'STATION IS 1-1/2 MILE BELOW VERO BRIDGE ON THE E BANK OF
 AF0036'INDIAN RIVER, ON THE PROMINENT POINT ABOUT 120 METERS S OF
 AF0036'THE UNFINISHED BRIDGE, MIDWAY OF THE BEND OF THE POINT, 4
 AF0036'METERS INSHORE, IN A GROVE OF PALMETTO TREES.
 AF0036'
 AF0036'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AF0036'IN CONCRETE IN TOP OF A TILE.
 AF0036'WITNESS MARKS ARE TREES MARKED WITH A TRIANGULAR BLAZE
 AF0036'WITH A NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE.
 AF0036'
 AF0036'THE SHORE LINE TOWARD CRAWFORD 2 IS 12.6 METERS AND THE
 AF0036'DISTANCE OF SHORE LINE TOWARD SCORPION IS 8.0 METERS AND THE
 AF0036'DISTANCE OF SHORE LINE TOWARD MAY IS 16.3 METERS.
 AF0036
 AF0036                          STATION RECOVERY (1948)
 AF0036
 AF0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AF0036'STATION, REFERENCE MARKS, AND WITNESS MARKS RECOVERED AS
 AF0036'DESCRIBED AND ORIGINAL MEASUREMENTS CHECKED AS LISTED.
 AF0036'
 AF0036'THE ORIGINAL DESCRIPTION IS ADEQUATE, WITH THE FOLLOWING
 AF0036'EXCEPTION--STATION IS NOW ON THE MEAN HIGH-WATER LINE, 3
 AF0036'METERS INSHORE FROM THE OUTER EDGE OF MANGROVE IN THE WATER.
 AF0036
 AF0036                          STATION RECOVERY (1961)
 AF0036
 AF0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 AF0036'THIS STATION WAS RECOVERED IN MARCH 1961.  IT WOULD HAVE
 AF0036'BEEN WASHED OUT AND DESTROYED IN THE VERY NEAR FUTURE.  R.M. 1
 AF0036'AND R.M. 2 WERE FOUND DESTROYED.  THE STATION WAS RESET IN
 AF0036'MARCH 1961.  R.M. 3 AND R.M. 4 WERE SET.
 AF0036
 AF0036                          STATION RECOVERY (1994)
 AF0036
 AF0036'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0036'MARK NOT FOUND.
 AF0036
 AF0036                          STATION RECOVERY (2006)
 AF0036
 AF0036'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF0036'THIS AREA IS BEHIND THE FIRE/RESCUE BLDG AND MUST HAVE BEEN LOST WHEN
 AF0036'THE PRESENT SEAWALL WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0028 ***********************************************************************
 AF0028  DESIGNATION -  BART 2
 AF0028  PID         -  AF0028
 AF0028  STATE/COUNTY-  FL/INDIAN RIVER
 AF0028  USGS QUAD   -  RIOMAR (1992)
 AF0028
 AF0028                         *CURRENT SURVEY CONTROL
 AF0028  ___________________________________________________________________
 AF0028* NAD 83(1990)-  27 37 51.96724(N)    080 21 46.50582(W)     ADJUSTED  
 AF0028* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AF0028  ___________________________________________________________________
 AF0028  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AF0028  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AF0028
 AF0028  HORZ ORDER  -  THIRD
 AF0028
 AF0028.The horizontal coordinates were established by classical geodetic methods
 AF0028.and adjusted by the National Geodetic Survey in May 1991..
 AF0028.No horizontal observational check was made to the station.
 AF0028
 AF0028.The orthometric height was scaled from a topographic map.
 AF0028
 AF0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0028
 AF0028.The geoid height was determined by GEOID03.
 AF0028
 AF0028;                    North         East     Units Scale Factor Converg.
 AF0028;SPC FL E     -   365,493.531   262,873.698   MT  0.99998995   +0 17 43.7
 AF0028;SPC FL E     - 1,199,123.36    862,444.79   sFT  0.99998995   +0 17 43.7
 AF0028;UTM  17      - 3,056,500.807   562,852.246   MT  0.99964876   +0 17 43.7
 AF0028
 AF0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0028!SPC FL E     -   1.00000427  x   0.99998995  =   0.99999422
 AF0028!UTM  17      -   1.00000427  x   0.99964876  =   0.99965303
 AF0028
 AF0028|---------------------------------------------------------------------|
 AF0028| PID    Reference Object                     Distance      Geod. Az  |
 AF0028|                                                           dddmmss.s |
 AF0028| DE4120 BART 2 RM 3                          14.971 METERS 03959     |
 AF0028| DE4121 BART 2 RM 4                          13.445 METERS 13428     |
 AF0028| AF0036 BART                                 11.980 METERS 22041     |
 AF0028| AF0078 SCORPION 2                          APPROX. 1.2 KM 2753654.7 |
 AF0028|---------------------------------------------------------------------|
 AF0028
 AF0028                          SUPERSEDED SURVEY CONTROL
 AF0028
 AF0028  NAD 83(1986)-  27 37 51.97153(N)    080 21 46.52225(W) AD(       ) 3
 AF0028  NAD 27      -  27 37 50.85350(N)    080 21 47.33951(W) AD(       ) 3
 AF0028
 AF0028.Superseded values are not recommended for survey control.
 AF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0028.See file dsdata.txt to determine how the superseded data were derived.
 AF0028
 AF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6285256501(NAD 83)
 AF0028_MARKER: DS = TRIANGULATION STATION DISK
 AF0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0028
 AF0028  HISTORY     - Date     Condition        Report By
 AF0028  HISTORY     - 1961     MONUMENTED       CGS
 AF0028  HISTORY     - 1963     GOOD             CGS
 AF0028  HISTORY     - 1971     MARK NOT FOUND   NGS
 AF0028  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 AF0028  HISTORY     - 1977     MARK NOT FOUND   NGS
 AF0028  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 AF0028  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AF0028
 AF0028                          STATION DESCRIPTION
 AF0028
 AF0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 AF0028'THIS STATION IS LOCATED IN THE EAST PART OF VERO BEACH ON THE
 AF0028'EAST BANK OF THE INDIAN RIVER, 150 YARDS SOUTH OF THE WEST END
 AF0028'OF 17 STREET, 155 YARDS SOUTH OF A POWER LINE, 16 FT. EAST OF
 AF0028'THE HIGH WATER LINE, 21 FT. WEST OF THE CENTER LINE OF A
 AF0028'TRACK ROAD, 1.4 FT. WEST OF A STEEL WITNESS POST, AT THE NORTH
 AF0028'END OF A CURVE IN THE ROAD.  THE UNDERGROUND MARK IS A
 AF0028'TRIANGULATION STATION DISK SET IN CONCRETE, STAMPED BART 2
 AF0028'1961.  THE SURFACE MARK IS A TRIANGULATION STATION DISK SET
 AF0028'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.3 FT.
 AF0028'ABOVE THE GROUND, STAMPED BART 2 1961.
 AF0028'
 AF0028'R.M. 3 IS 49.124 FT. OR 14.971 METERS EAST NORTHEAST OF
 AF0028'THE STATION, 64 FT. EAST OF THE HIGH WATER LINE, 24 FT. EAST
 AF0028'OF THE CENTER LINE OF THE TRACK ROAD, 1.2 FT. SOUTH OF A STEEL
 AF0028'WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE
 AF0028'CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND,
 AF0028'STAMPED BART 2 NO 3 1961.
 AF0028'
 AF0028'R.M. 4 IS 44.105 FT. OR 13.445 METERS SOUTHEAST OF THE
 AF0028'STATION, 21 FT. SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD,
 AF0028'17 FT. NORTHEAST OF THE HIGH WATER LINE, 1.4 FT. WEST OF A STEEL
 AF0028'WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A
 AF0028'SQUARE CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND,
 AF0028'STAMPED BART 2 NO 4 1961.
 AF0028'
 AF0028'TO REACH FROM THE EAST END OF THE BRIDGE OVER THE INDIAN
 AF0028'RIVER AT VERO BEACH GO 0.6 MILE EAST ALONG BEACHLAND BOULEVARD
 AF0028'TO AN INTERSECTION WITH STATE HIGHWAY A1A, TURN RIGHT AND GO
 AF0028'1.5 MILES SOUTH ALONG STATE HIGHWAY A1A TO AN INTERSECTION
 AF0028'WITH 17 STREET, TURN RIGHT AND GO 0.3 MILE WEST ALONG 17
 AF0028'STREET TO ITS END AT THE EAST BANK OF THE INDIAN RIVER, TURN
 AF0028'LEFT AND GO 150 YARDS SOUTH ALONG THE TRACK ROAD TO THE STATION
 AF0028'ON THE RIGHT.
 AF0028
 AF0028                          STATION RECOVERY (1963)
 AF0028
 AF0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AF0028'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 AF0028'AS DESCRIBED IN 1961.  THE DESCRIPTION IS COMPLETE AND
 AF0028'ADEQUATE.
 AF0028
 AF0028                          STATION RECOVERY (1971)
 AF0028
 AF0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS)
 AF0028'LOST AND BELIEVED DESTROYED.  NO EVIDENCE OF THE STATION MARK
 AF0028'COULD BE FOUND.  R.M. 3 WAS FOUND TILTED AND OUT OF
 AF0028'POSITION.  R.M. 4 COULD NOT BE FOUND.  THE AREA HAS BEEN FILLED AND
 AF0028'A SEAWALL CONSTRUCTED.  IF THE STATION EXISTS IT IS DEEPLY
 AF0028'COVERED.
 AF0028
 AF0028                          STATION RECOVERY (1976)
 AF0028
 AF0028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (TM)
 AF0028'NO. 3 WAS FOUND IN JANUARY, 1976, ANGLED FROM VERTICAL.  ON
 AF0028'2-4-76 THIS MARK WAS COMPLETELY MISSING FROM SITE.
 AF0028'
 AF0028'NO. 4 WAS FOUND IN THE INDIAN RIVER, ABOUT 4 FT OFF THE SEAWALL
 AF0028'NEAR THE SITE.  IT WAS ON ITS SIDE, UNDER ABOUT 3 FT OF WATER WITH
 AF0028'MUCH GROWTH ON IT.  IT IS NOW BEHIND OUR ENGINEERING DEPT.
 AF0028'
 AF0028'OTHER MARKERS COUND NOT BE FOUND, AFTER A GOOD SEARCH.
 AF0028
 AF0028                          STATION RECOVERY (1977)
 AF0028
 AF0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AF0028'THE STATION MARK AND REFERENCE MARK 3 WERE SEARCHED FOR BUT
 AF0028'NOT RECOVERED.  REFERENCE MARK 4 WAS RECOVERED IN THE WATER
 AF0028'LAYING ON ITS SIDE BY THE VERO BEACH CITY ENGINEERING
 AF0028'DIVISION AND WAS TAKEN TO THEIR OFFICE.  AFTER TALKING TO A
 AF0028'LOCAL PROPERTY OWNER, IT WAS FOUND THAT AT THE STATION SITE,
 AF0028'THE RIVER WAS DREDGED AND A 6 FOOT CONCRETE SEA WALL WAS
 AF0028'CONSTRUCTED.  THEN FILL DIRT WAS BROUGHT IN TO LEVEL THE
 AF0028'AREA.  APPARENTLY THE MARKS ARE COVERED WITH FILL DIRT, UNLESS
 AF0028'THEY WERE DESTROYED WHEN THE AREA WAS BEING DREDGED.  STATION
 AF0028'SHOULD BE CONSIDERED LOST.
 AF0028'
 AF0028'THE ORIGINAL TO REACH STATION SITE IS ADEQUATE, EXCEPT 17TH
 AF0028'STREET IS NOW EAST CAUSEWAY BOULEVARD.  ALSO NEW HOUSES ARE
 AF0028'BUILT IN THE AREA AND THE HOUSE BUILT AT STATION SITE WAS
 AF0028'BUILT IN 1974.
 AF0028'
 AF0028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AF0028'2 MILES EAST OF DOWNTOWN VERO BEACH.
 AF0028
 AF0028                          STATION RECOVERY (1994)
 AF0028
 AF0028'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0028'MARK NOT FOUND.
 AF0028
 AF0028                          STATION RECOVERY (2006)
 AF0028
 AF0028'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF0028'THIS AREA IS BEHIND THE FIRE/RESCUE BLDG AND MUST HAVE BEEN LOST WHEN
 AF0028'THE PRESENT SEAWALL WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3743 ***********************************************************************
 BG3743  DESIGNATION -  BARTH
 BG3743  PID         -  BG3743
 BG3743  STATE/COUNTY-  FL/ESCAMBIA
 BG3743  USGS QUAD   -  MC DAVID (1994)
 BG3743
 BG3743                         *CURRENT SURVEY CONTROL
 BG3743  ___________________________________________________________________
 BG3743* NAD 83(1990)-  30 45 21.46700(N)    087 20 42.65922(W)     ADJUSTED  
 BG3743* NAVD 88     -        66.42   (+/-2cm)     217.9    (feet)  VERTCON   
 BG3743  ___________________________________________________________________
 BG3743  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 BG3743  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BG3743
 BG3743  HORZ ORDER  -  FIRST
 BG3743  VERT ORDER  -  THIRD ? (See Below)
 BG3743
 BG3743.The horizontal coordinates were established by classical geodetic methods
 BG3743.and adjusted by the National Geodetic Survey in December 1992..
 BG3743
 BG3743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3743.The vertical order pertains to the NGVD 29 superseded value.
 BG3743
 BG3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3743
 BG3743.The geoid height was determined by GEOID03.
 BG3743
 BG3743;                    North         East     Units Scale Factor Converg.
 BG3743;SPC FL N     -   198,048.066   327,611.354   MT  1.00000106   -1 25 47.2
 BG3743;SPC FL N     -   649,762.70  1,074,838.25   sFT  1.00000106   -1 25 47.2
 BG3743;SPC AL W     -    83,809.845   614,822.212   MT  0.99993604   +0 04 45.0
 BG3743;UTM  16      - 3,402,607.913   466,963.012   MT  0.99961346   -0 10 35.5
 BG3743
 BG3743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3743!SPC FL N     -   0.99999394  x   1.00000106  =   0.99999500
 BG3743!SPC AL W     -   0.99999394  x   0.99993604  =   0.99992998
 BG3743!UTM  16      -   0.99999394  x   0.99961346  =   0.99960740
 BG3743
 BG3743:                Primary Azimuth Mark                     Grid Az
 BG3743:SPC FL N     -  MCDAVID                                  003 16 28.8
 BG3743:SPC AL W     -  MCDAVID                                  001 45 56.6
 BG3743:UTM  16      -  MCDAVID                                  002 01 17.1
 BG3743
 BG3743|---------------------------------------------------------------------|
 BG3743| PID    Reference Object                     Distance      Geod. Az  |
 BG3743|                                                           dddmmss.s |
 BG3743| BG3744 MCDAVID                             APPROX.12.7 KM 0015041.6 |
 BG3743| BG3745 BARTH RM 3                            8.036 METERS 03506     |
 BG3743| DD8340 BARTH RM 2                           22.482 METERS 06521     |
 BG3743| DD8336 BARTH AZ MK                                        1963225.0 |
 BG3743| DD8339 BARTH RM 1                           23.368 METERS 33005     |
 BG3743|---------------------------------------------------------------------|
 BG3743
 BG3743                          SUPERSEDED SURVEY CONTROL
 BG3743
 BG3743  NAD 83(1990)-  30 45 21.46715(N)    087 20 42.66051(W) AD(       ) 1
 BG3743  NAD 83(1986)-  30 45 21.48550(N)    087 20 42.66464(W) AD(       ) 1
 BG3743  NAD 27      -  30 45 20.80500(N)    087 20 42.75300(W) AD(       ) 1
 BG3743  NGVD 29 (07/19/86)   66.43   (m)          217.9    (f) LEVELING    3  
 BG3743
 BG3743.Superseded values are not recommended for survey control.
 BG3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3743.See file dsdata.txt to determine how the superseded data were derived.
 BG3743
 BG3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6696302608(NAD 83)
 BG3743_MARKER: DS = TRIANGULATION STATION DISK
 BG3743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3743
 BG3743  HISTORY     - Date     Condition        Report By
 BG3743  HISTORY     - 1938     MONUMENTED       CGS
 BG3743  HISTORY     - 1964     GOOD             CGS
 BG3743  HISTORY     - 1969     GOOD             CGS
 BG3743  HISTORY     - 1975     GOOD             NGS
 BG3743
 BG3743                          STATION DESCRIPTION
 BG3743
 BG3743'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BG3743'THIS STATION IS LOCATED 2.75 MILES N OF CROSSROADS AT
 BG3743'MOLINO, FLORIDA ON PROPERTY OWNED BY MR. M.C. MC MILLAN.  IT
 BG3743'LIES ON W SIDE OF U.S. 29, IN A HEDGE ROW AT N EDGE OF A LARGE
 BG3743'FIELD, 20 PACES W OF E FENCE OF FIELD.  IT IS 24 PACES S OF
 BG3743'A CONCRETE WALK AT FRONT OF FOUNDATION OF A BURNED HOUSE, AND
 BG3743'PROJECTS 6 INCHES.
 BG3743'
 BG3743'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BG3743'STANDARD BRONZE DISKS SET IN CONCRETE.
 BG3743'
 BG3743'REFERENCE MARK NO.1 IS NNW OF STATION, 13 FEET NW OF SW
 BG3743'FOUNDATION PILLAR (BRICK) OF BURNED HOUSE, AND PROJECTS 2
 BG3743'INCHES.  REFERENCE MARK NO.2 IS ENE OF STATION, 3 FEET W OF
 BG3743'WIRE FENCE, AND PROJECTS 4 INCHES.
 BG3743'
 BG3743'AZIMUTH MARK IS 0.25 MILE SSW OF STATION, 34 FEET ESE OF CENTER
 BG3743'LINE OF U.S. 29, AT A T-FENCE CORNER ABOUT 250 FEET S OF A
 BG3743'SMALL CEMETERY, AND PROJECTS 3 INCHES.
 BG3743'
 BG3743'TO REACH FROM CROSSROADS AT MOLINO, GO N ON U.S. 29, 2.5
 BG3743'MILES TO A SMALL CEMETERY ON L.  CONTINUE 0.2 MILE TO HIGHEST
 BG3743'POINT WHERE ROAD STARTS DOWN HILL, AND A HOUSE ON L.  TURN L
 BG3743'AND PROCEED TO A GATE ON L.  TURN THRU GATE AND BEAR L TO EDGE
 BG3743'OF FIELD AT S SIDE OF BURNED HOUSE FOUNDATION AND STATION AS
 BG3743'DESCRIBED ABOVE.
 BG3743'
 BG3743'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 BG3743
 BG3743                          STATION RECOVERY (1964)
 BG3743
 BG3743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BG3743'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 BG3743'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED
 BG3743'BUT FOUND TO BE LEANING SLIGHTLY.  THE AZIMUTH MARK WAS NOT
 BG3743'RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED WHEN
 BG3743'U.S. HIGHWAY 29 WAS WIDENED.
 BG3743'
 BG3743'A TOWER COULD NOT BE ERECTED OVER THE STATION AT THIS TIME AS
 BG3743'IT IS LOCATED UNDER A LARGE TREE.
 BG3743'
 BG3743'BARTH RM 3 WAS ESTABLISHED AT THIS TIME AND OCCUPIED.  A
 BG3743'TRAVERSE CONNECTION WAS ALSO MADE TO BARTH RM 3.
 BG3743'
 BG3743'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME BUT THE
 BG3743'DIRECTION TO THE MARK WAS NOT DETERMINED, AS IT IS NOT VISIBLE
 BG3743'FROM THE GROUND.
 BG3743'
 BG3743'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON THE
 BG3743'WEST SIDE OF U.S. HIGHWAY 29, ABOUT 10-1/2 MILES NORTH OF
 BG3743'CANTONMENT, 2.75 MILES NORTH OF MOLINO CROSSROADS AND ABOUT
 BG3743'1-1/2 MILES WEST OF THE SMALL SETTLEMENT OF BARTH.  STATION IS
 BG3743'ON PROPERTY OWNED BY MRS. MARTHA MOORE AND IS SUPERVISED BY
 BG3743'MR. DELMAS GILLEY.  IT IS 217.0 FEET WEST OF THE CENTER OF
 BG3743'U.S. HIGHWAY 29, 26-1/2 FEET EAST-SOUTHEAST OF AN 18-INCH OAK
 BG3743'TREE AND 9.0 FEET NORTHWEST OF A 24-INCH OAK TREE WITH A METAL
 BG3743'WITNESS SIGN ATTACHED.  THE MARK IS A STANDARD DISK, SET IN
 BG3743'THE TOP OF A CONCRETE MONUMENT PROJECTING 6-INCHES AND IS
 BG3743'STAMPED BARTH 1938.
 BG3743'
 BG3743'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 90A AND 29,
 BG3743'WHICH IS ABOUT 7 MILES NORTH OF THE NORTH EDGE OF PENSACOLA, GO
 BG3743'NORTH ON HIGHWAY 29 FOR 5.6 MILES TO THE TOWN OF CANTONMENT,
 BG3743'CONTINUE NORTH ON HIGHWAY 29 FOR 9.0 MILES TO THE CROSSING OF
 BG3743'STATE HIGHWAY 97, CONTINUE NORTH ON HIGHWAY 29 FOR 1.4 MILES
 BG3743'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.3 MILE
 BG3743'TO A PRIVATE DRIVE ON THE LEFT.  TURN LEFT AND GO WEST ON DRIVE
 BG3743'ACROSS OLD HIGHWAY FOR 150 FEET TO A GATE, PASS THROUGH GATE,
 BG3743'TURN LEFT AND GO SOUTHWEST ON TRACK ROAD FOR ABOUT 200 FEET
 BG3743'TO STATION.
 BG3743'
 BG3743'BARTH RM 3 IS 76-1/2 FEET WEST OF A FENCE LINE, 46.0 FEET WEST
 BG3743'OF AN 18-INCH CEDAR TREE, 40-1/2 FEET EAST-NORTHEAST OF AN
 BG3743'18-INCH OAK TREE AND 30.0 FEET NORTH OF A 24-INCH OAK TREE WITH
 BG3743'A METAL WITNESS SIGN ATTACHED.  THE MARK IS A STANDARD
 BG3743'REFERENCE MARK DISK, SET IN THE TOP OF A CONCRETE MONUMENT
 BG3743'PROJECTING 2-INCHES AND IS STAMPED BARTH NO 3 1964.
 BG3743'
 BG3743'REFERENCE MARK NO. 1 IS 65.8 FEET SOUTH-SOUTHWEST OF AN 18-INCH
 BG3743'OAK TREE AND 57.0 FEET NORTH-NORTHWEST OF AN 18-INCH OAK
 BG3743'TREE.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 BG3743'CONCRETE MONUMENT PROJECTING 2-INCHES AND IS STAMPED BARTH
 BG3743'1938 NO 1.
 BG3743'
 BG3743'REFERENCE MARK NO. 2 IS 27-1/2 FEET WEST OF A 36-INCH OAK TREE,
 BG3743'31.8 FEET WEST OF A FENCE LINE AND 15.0 FEET NORTH OF AN
 BG3743'18-INCH CEDAR TREE.  THE MARK IS A STANDARD DISK, SET IN THE
 BG3743'TOP OF A CONCRETE MONUMENT PROJECTING 4-INCHES AND IS STAMPED
 BG3743'BARTH 1938 NO 2.
 BG3743'
 BG3743'AZIMUTH MARK IS 66-1/2 FEET EAST OF THE CENTER LINE OF
 BG3743'U.S. HIGHWAY 29, 17-1/2 FEET SOUTHWEST OF TELEPHONE POLE NO. 642,
 BG3743'2-1/2 FEET WEST OF A FENCE LINE AND 1.8 FEET NORTHEAST OF A
 BG3743'TELEPHONE POLE WITH A WITNESS SIGN ATTACHED.  THE MARK IS A
 BG3743'STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 BG3743'THE GROUND AND IS STAMPED BARTH 1938 RESET 1964.
 BG3743'
 BG3743'NOTE--FOR DISTANCE AND DIRECTION TO AZIMUTH MARK SEE DESCRIPTION
 BG3743'FOR BARTH RM 3.
 BG3743
 BG3743                          STATION RECOVERY (1969)
 BG3743
 BG3743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (TEJ)
 BG3743'STA WAS RECOVERED IN GOOD CONDITION R.M. 1, R.M. 2 WERE OK,
 BG3743'AZ MARK DESTROYED BY NEW ROAD CONSTRUCTION.
 BG3743
 BG3743                          STATION RECOVERY (1975)
 BG3743
 BG3743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BG3743'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND
 BG3743'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LEANING LIKE
 BG3743'THE 1964 RECOVERY NOTE STATED.  THE DISTANCE TO REFERENCE MARK
 BG3743'1, BARTH RM 3 1964 AND REFERENCE MARK 2 CHECKED THE 1964
 BG3743'RECOVERY NOTE.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 BG3743'GROUND, DUE TO TREES AND HIGH BRUSH.  A DIFFERENCE OF 06 FT
 BG3743'11 IN WAS OBSERVED BETWEEN REFERENCE MARK 1 AND 3.  A
 BG3743'DIFFERENCE OF 02 FT 06 IN WAS OBSERVED BETWEEN REFERENCE MARK 3
 BG3743'AND 2.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BG3743'
 BG3743'STATION MARK, A STANDARD DISK STAMPED BARTH 1938, IS SET IN
 BG3743'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BG3743'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 26.5 FEET
 BG3743'EAST-SOUTHEAST OF A 30-INCH OAK TREE, 9 FEET NORTHWEST OF A
 BG3743'36-INCH OAK TREE, 2.5 FEET NORTH OF AN EAST-WEST FENCE IN
 BG3743'HEDGE ROW AND 28.4 FEET SOUTHWEST OF THE METAL WITNESS POST
 BG3743'AT REFERENCE MARK 3.
 BG3743'
 BG3743'REFERENCE MARK 1, A STANDARD DISK STAMPED BARTH 1938 NO 1, IS
 BG3743'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BG3743'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 65.8 FEET
 BG3743'SOUTH-SOUTHWEST OF A 24-INCH OAK TREE AND 57.0 FEET
 BG3743'NORTH-NORTHWEST OF THE 30-INCH OAK TREE.
 BG3743'
 BG3743'REFERENCE MARK 2, A STANDARD DISK STAMPED BARTH 1938 NO 2, IS
 BG3743'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BG3743'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 27.5 FEET
 BG3743'WEST OF A 48-INCH OAK TREE, 31.8 FEET WEST OF A WIRE NORTH-SOUTH
 BG3743'FENCE, 15 FEET NORTH OF THE 18-INCH CEDAR TREE AND 1 FOOT WEST
 BG3743'OF A METAL WITNESS POST.
 BG3743'
 BG3743'STATION BARTH RM 3, A STANDARD DISK STAMPED BARTH NO 3 1964,
 BG3743'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 BG3743'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 209 FEET WEST
 BG3743'OF THE CENTER OF U.S. HIGHWAY 29, 76.5 FEET WEST OF THE WIRE
 BG3743'FENCE, 46 FEET WEST OF THE 18-INCH CEDAR TREE, 40.5 FEET
 BG3743'EAST-NORTHEAST OF THE 30-INCH OAK TREE, 30 FEET NORTH OF THE
 BG3743'36-INCH OAK TREE WITH A METAL WITNESS SIGN NAILED TO IT AND 2
 BG3743'FEET SOUTH OF A METAL WITNESS POST.
 BG3743'
 BG3743'STATION IS ABOUT 26 MILES NORTH-NORTHWEST OF PENSACOLA, 1.5
 BG3743'MILES WEST OF BARTH AND ON PROPERTY OF MRS. MARTHA MOORE, AND
 BG3743'IS SUPERVISED BY MR. T.L. BARRINEAU, (904) 587-2166.  PLEASE
 BG3743'NOTIFY MR. BARRINEAU BEFORE VISITING STATION DUE TO PROPERTY
 BG3743'BEING POSTED.
 BG3743'
 BG3743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND
 BG3743'ALTERNATE U.S. HIGHWAY 90, ABOUT 9 MILES NORTH-NORTHWEST OF
 BG3743'PENSACOLA, GO NORTH-NORTHWEST ON U.S. HIGHWAY 29 FOR 6.1 MILES
 BG3743'TO THE JUNCTION OF COUNTY ROAD S-184 AND TRAFFIC LIGHT IN
 BG3743'CANTONMENT.  CONTINUE NORTH-NORTHWEST ALONG HIGHWAY 29 FOR 9.0
 BG3743'MILES TO THE JUNCTION OF STATE HIGHWAY 97 ON LEFT.  CONTINUE
 BG3743'NORTH-NORTHWEST ALONG U.S. HIGHWAY 29 FOR 1.55 MILES TO MORGAN
 BG3743'CEMETERY ON LEFT.  CONTINUE NORTH-NORTHWEST ALONG U.S. HIGHWAY
 BG3743'29 FOR 0.2 MILE TO STATION IN FENCE LINE AND HEDGE ROW ON LEFT.
 BG3743'
 BG3743'NOTICE--STATION WAS VISITED BY REQUEST OF FLORIDA DEPARTMENT
 BG3743'OF TRANSPORTATION DUE TO THE AZIMUTH MARK BEING IN THE WAY OF
 BG3743'ROAD CONSTRUCTION.  DUE TO TREES AND HIGH BRUSH, THE AZIMUTH
 BG3743'MARK WAS LOST AND DISK RECLAIMED AT THIS TIME.
 BG3743'
 BG3743'MR. T.L. BARRINEAU LIVES 3/4 MILE NORTH-NORTHWEST ALONG
 BG3743'U.S. HIGHWAY 29 FROM ITS JUNCTION WITH STATE HIGHWAY 97, THENCE
 BG3743'RIGHT AND FOLLOW ROAD EASTERLY FOR 5/8 MILE TO MR. BARRINEAUS HOME.
 BG3743'
 BG3743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG3743'10.75 MILES NORTH OF CANTONMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG3745 ***********************************************************************
 BG3745  DESIGNATION -  BARTH RM 3
 BG3745  PID         -  BG3745
 BG3745  STATE/COUNTY-  FL/ESCAMBIA
 BG3745  USGS QUAD   -  MC DAVID (1994)
 BG3745
 BG3745                         *CURRENT SURVEY CONTROL
 BG3745  ___________________________________________________________________
 BG3745* NAD 83(1990)-  30 45 21.68049(N)    087 20 42.48548(W)     ADJUSTED  
 BG3745* NAVD 88     -        66.16   (+/-2cm)     217.1    (feet)  VERTCON   
 BG3745  ___________________________________________________________________
 BG3745  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 BG3745  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BG3745
 BG3745  HORZ ORDER  -  FIRST
 BG3745  VERT ORDER  -  THIRD ? (See Below)
 BG3745
 BG3745.The horizontal coordinates were established by classical geodetic methods
 BG3745.and adjusted by the National Geodetic Survey in December 1992..
 BG3745
 BG3745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3745.The vertical order pertains to the NGVD 29 superseded value.
 BG3745
 BG3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3745
 BG3745.The geoid height was determined by GEOID03.
 BG3745
 BG3745;                    North         East     Units Scale Factor Converg.
 BG3745;SPC FL N     -   198,054.523   327,616.138   MT  1.00000107   -1 25 47.1
 BG3745;SPC FL N     -   649,783.88  1,074,853.95   sFT  1.00000107   -1 25 47.1
 BG3745;SPC AL W     -    83,816.425   614,826.823   MT  0.99993604   +0 04 45.1
 BG3745;UTM  16      - 3,402,614.471   466,967.651   MT  0.99961346   -0 10 35.4
 BG3745
 BG3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3745!SPC FL N     -   0.99999398  x   1.00000107  =   0.99999505
 BG3745!SPC AL W     -   0.99999398  x   0.99993604  =   0.99993002
 BG3745!UTM  16      -   0.99999398  x   0.99961346  =   0.99960744
 BG3745
 BG3745|---------------------------------------------------------------------|
 BG3745| PID    Reference Object                     Distance      Geod. Az  |
 BG3745|                                                           dddmmss.s |
 BG3745| DD8340 BARTH RM 2                           16.058 METERS 07954     |
 BG3745| DD8337 BARTH AZ MK RESET                                  1912516.2 |
 BG3745| DD8338 BARTH AZ MK 3                                      2031814.4 |
 BG3745| BG3743 BARTH                                 8.036 METERS 21506     |
 BG3745| DD8339 BARTH RM 1                           21.250 METERS 31012     |
 BG3745|---------------------------------------------------------------------|
 BG3745
 BG3745                          SUPERSEDED SURVEY CONTROL
 BG3745
 BG3745  NAD 83(1990)-  30 45 21.68063(N)    087 20 42.48677(W) AD(       ) 1
 BG3745  NAD 83(1986)-  30 45 21.69892(N)    087 20 42.49095(W) AD(       ) 1
 BG3745  NAD 27      -  30 45 21.01851(N)    087 20 42.57926(W) AD(       ) 1
 BG3745  NGVD 29 (07/19/86)   66.17   (m)          217.1    (f) LEVELING    3  
 BG3745
 BG3745.Superseded values are not recommended for survey control.
 BG3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3745.See file dsdata.txt to determine how the superseded data were derived.
 BG3745
 BG3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6696802614(NAD 83)
 BG3745_MARKER: DR = REFERENCE MARK DISK
 BG3745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3745
 BG3745  HISTORY     - Date     Condition        Report By
 BG3745  HISTORY     - 1964     MONUMENTED       CGS
 BG3745  HISTORY     - 1975     GOOD             NGS
 BG3745  HISTORY     - 1976     GOOD             NGS
 BG3745
 BG3745                          STATION DESCRIPTION
 BG3745
 BG3745'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BG3745'STATION IS LOCATED IN A SMALL CLEARING IN A WOODED AREA ON THE
 BG3745'WEST SIDE OF U.S. HIGHWAY 29, ABOUT 10-1/2 MILES NORTH OF THE
 BG3745'TOWN OF CANTONMENT, 2.75 MILE NORTH OF MOLINO CROSSROADS AND
 BG3745'ABOUT 1-1/2 MILES WEST OF THE SMALL SETTLEMENT OF BARTH.  STATION
 BG3745'IS ON PROPERTY OWNED BY MRS. MARTHA MOORE AND IS SUPERVISED BY
 BG3745'MR. DELMAS GILLEY WHO LIVES 0.5 MILE SOUTH OF THE STATION ON THE
 BG3745'EAST SIDE OF U.S. HIGHWAY 29.  IT IS 209 FEET WEST OF THE
 BG3745'CENTER OF U.S. HIGHWAY 29, 76-1/2 FEET WEST OF A FENCE LINE,
 BG3745'46.0 FEET WEST OF AN 18-INCH CEDAR TREE, 40-1/2 FEET
 BG3745'EAST-NORTHEAST OF AN 18-INCH OAK TREE AND 30.0 FEET NORTH OF A
 BG3745'30-INCH OAK TREE WITH A METAL WITNESS SIGN ATTACHED.  THE MARK
 BG3745'IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A CONCRETE
 BG3745'MONUMENT PROJECTING 2-INCHES AND IS STAMPED BARTH NO 3
 BG3745'1964.
 BG3745'
 BG3745'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 90A AND 29 WHICH
 BG3745'IS ABOUT 7 MILES NORTH OF THE NORTH EDGE OF PENSACOLA, GO NORTH
 BG3745'ON HIGHWAY 29 FOR 5.6 MILES TO THE TOWN OF CANTONMENT, CONTINUE
 BG3745'NORTH ON HIGHWAY 29 FOR 9.0 MILES TO THE CROSSING OF STATE HIGHWAY
 BG3745'97, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO THE AZIMUTH MARK ON
 BG3745'THE RIGHT BY A TELEPHONE POLE (THE AZIMUTH MARK IS ABOUT 200
 BG3745'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A CEMETERY) CONTINUE
 BG3745'NORTH ON HIGHWAY 29 FOR 0.3 MILE TO A NARROW DRIVE ON THE LEFT.
 BG3745'TURN LEFT ON DRIVE AND GO WEST ACROSS OLD HIGHWAY FOR 150
 BG3745'FEET TO A GATE, PASS THROUGH GATE, TURN LEFT AND GO SOUTHWEST
 BG3745'ON TRACK ROAD FOR ABOUT 180 FEET TO STATION.
 BG3745'
 BG3745'BARTH 1938 IS 26-1/2 FEET EAST-SOUTHEAST OF AN 18-INCH OAK TREE
 BG3745'AND 9.0 FEET NORTHWEST OF A 24-INCH OAK TREE WITH A METAL WITNESS
 BG3745'SIGN ATTACHED.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 BG3745'CONCRETE MONUMENT PROJECTING 6-INCHES AND IS STAMPED BARTH 1938.
 BG3745'
 BG3745'REFERENCE MARK NO. 1 IS 65.8 FEET SOUTH-SOUTHWEST OF AN 18-INCH
 BG3745'OAK TREE AND 57.0 FEET NORTH-NORTHWEST OF AN 18-INCH OAK TREE.  THE
 BG3745'MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT
 BG3745'PROJECTING 2-INCHES AND IS STAMPED BARTH 1938 NO 1.
 BG3745'
 BG3745'REFERENCE MARK NO. 2 IS 27-1/2 FEET WEST OF A 36-INCH OAK TREE,
 BG3745'31.8 FEET WEST OF A FENCE LINE AND 15.0 FEET NORTH OF AN 18-INCH
 BG3745'CEDAR TREE.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 BG3745'CONCRETE MONUMENT PROJECTING 4-INCHES AND IS STAMPED BARTH 1938
 BG3745'NO 2.
 BG3745'
 BG3745'AZIMUTH MARK IS 66-1/2 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BG3745'29, 17-1/2 FEET SOUTHWEST OF TELEPHONE POLE NO. 642, 2-1/2 FEET
 BG3745'WEST OF A FENCE LINE AND 1.8 FEET NORTHEAST OF A TELEPHONE POLE
 BG3745'WITH A WITNESS SIGN ATTACHED.  THE MARK IS A STANDARD DISK, SET
 BG3745'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 BG3745'STAMPED BARTH 1938 RESET 1964.
 BG3745'
 BG3745'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 31.07 METERS.
 BG3745
 BG3745                          STATION RECOVERY (1975)
 BG3745
 BG3745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BG3745'STATION MARK, REFERENCE MARK 2, STATION BARTH 1938 AND THE
 BG3745'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 BG3745'MARK 1 WAS FOUND LEANING AS NOTED IN 1964 DESCRIPTION.  THE
 BG3745'STATION WAS VISITED BY REQUEST OF THE FLORIDA DEPARTMENT OF
 BG3745'TRANSPORTATION DUE TO THE AZIMUTH MARK BEING IN WAY OF ROAD
 BG3745'CONSTRUCTION.  DUE TO TREES AND HIGH BRUSH, THE AZIMUTH MARK WAS
 BG3745'NOT VISIBLE.  THE DISK WAS RECLAIMED AT THIS TIME AND THE
 BG3745'AZIMUTH MARK WAS LOST.  A DIFFERENCE OF 04 MIN 12 SEC WAS
 BG3745'OBSERVED BETWEEN REFERENCE MARK 2 AND BARTH 1938.  A
 BG3745'DIFFERENCE IN DIRECTION OF 05 MIN 29 SEC WAS OBSERVED
 BG3745'BETWEEN BARTH 1938 AND REFERENCE MARK 1.
 BG3745'
 BG3745'FOR GENERAL LOCATION, TO REACH AND DESCRIPTION OF MARKS, SEE
 BG3745'STATION BARTH 1938.
 BG3745'
 BG3745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG3745'10.75 MILES NORTH OF CANTONMENT.
 BG3745
 BG3745                          STATION RECOVERY (1976)
 BG3745
 BG3745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BG3745'STATION WAS VISITED TO RESET AZIMUTH MARK.  AFTER SOME CLEARING
 BG3745'WAS DONE BY BULL DOZERS, AND AFTER 5 MAN HOURS OF HAND CLEARING
 BG3745'A NEW AZIMUTH MARK WAS ESTABLISHED TO REPLACE THE ORIGINAL AZIMUTH
 BG3745'MARK.  ORIGINAL AZIMUTH MARK IS TO BE DESTROYED, BUT MAY SURVIVE
 BG3745'THE CONSTRUCTION OF NEW HIGHWAY.  STATION MARK, REFERENCE MARKS
 BG3745'1 AND 2, STATION BARTH 1938 AND AZIMUTH MARK WERE ALL FOUND
 BG3745'SOLID IN THE GROUND.  THE DISTANCE TO MARKS CHECKED.  THE
 BG3745'DIRECTION TO REFERENCE MARK 2 CHECKED.  A DIFFERENCE OF 04
 BG3745'MIN 00 SEC WAS OBSERVED TO BARTH 1938.  A DIFFERENCE OF 09 MIN
 BG3745'19 SEC WAS OBSERVED TO REFERENCE MARK 1, BUT IT HAS BEEN HIT AND
 BG3745'IS TILTED.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION
 BG3745'FOLLOWS.
 BG3745'
 BG3745'STATION IS ABOUT 26 MILES NORTH-NORTHWEST OF PENSACOLA, 1.5
 BG3745'MILES WEST OF BARTH AND ON PROPERTY OF MRS. MARTHA MOORE AND
 BG3745'PROPERTY IS SUPERVISED BY MR. T.L. BARRINEAU, (904)
 BG3745'587-2166.  PLEASE NOTIFY MR. BARRINEAU BEFORE VISITING THE
 BG3745'STATION DUE TO THE PROPERTY BEING POSTED.
 BG3745'
 BG3745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND
 BG3745'ALTERNATE U.S. HIGHWAY 90, ABOUT 9 MILES NORTH-NORTHWEST OF
 BG3745'PENSACOLA, GO NORTH-NORTHWEST ON U.S. HIGHWAY 29 FOR 6.1 MILES
 BG3745'TO THE JUNCTION OF COUNTY ROAD S-184 AT TRAFFIC LIGHT IN
 BG3745'CANTONMENT.  CONTINUE NORTH-NORTHWEST ON HIGHWAY 29 FOR 9 MILES
 BG3745'TO THE JUNCTION OF STATE HIGHWAY 97 ON LEFT.  CONTINUE
 BG3745'NORTH-NORTHWEST ON U.S. HIGHWAY 29 FOR 1.55 MILES TO MORGAN
 BG3745'CEMETERY ON LEFT AND ORIGINAL AZIMUTH MARK ON RIGHT IF NOT
 BG3745'DESTROYED BY ROAD CONSTRUCTION.  CONTINUE NORTH-NORTHWEST
 BG3745'ALONG U.S. HIGHWAY 29 FOR 0.2 MILE TO STATION AT NORTHERLY END
 BG3745'OF FIELD TO THE NORTH OF FENCE LINE IN WOODED AREA.
 BG3745'
 BG3745'STATION MARK, A STANDARD REFERENCE DISK STAMPED BARTH NO 3
 BG3745'1964, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 BG3745'THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 209 FEET
 BG3745'WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 29, 76.5
 BG3745'FEET WEST OF A WIRE FENCE, 46 FEET WEST OF AN 18-INCH CEDAR TREE,
 BG3745'40.5 FEET EAST-NORTHEAST OF A 30-INCH OAK TREE, 30 FEET NORTH
 BG3745'OF A 36-INCH OAK TREE WITH A METAL WITNESS SIGN NAILED TO IT
 BG3745'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 BG3745'
 BG3745'REFERENCE MARK 1, A STANDARD DISK STAMPED BARTH 1938 NO 1, IS
 BG3745'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BG3745'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 65.8 FEET
 BG3745'SOUTH-SOUTHWEST OF A 24-INCH OAK TREE AND 57 FEET NORTH-NORTHWEST
 BG3745'OF THE 30-INCH OAK TREE.
 BG3745'
 BG3745'REFERENCE MARK 2, A STANDARD DISK STAMPED BARTH 1938 NO 2, IS
 BG3745'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BG3745'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 27.5 FEET
 BG3745'WEST OF A 48-INCH OAK TREE, 31.8 FEET WEST OF A WIRE NORTH-SOUTH
 BG3745'FENCE, 15 FEET NORTH OF THE 18-INCH CEDAR TREE AND 1 FOOT
 BG3745'WEST OF A METAL WITNESS POST.
 BG3745'
 BG3745'STATION BARTH, A STANDARD DISK STAMPED BARTH 1938, IS SET IN
 BG3745'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES
 BG3745'ABOVE THE GROUND SURFACE.  IT IS 26.5 FEET EAST-SOUTHEAST
 BG3745'OF THE 30-INCH OAK TREE, 9 FEET NORTHWEST OF A 36-INCH
 BG3745'OAK TREE, 2.5 FEET NORTH OF AN EAST-WEST WIRE FENCE IN HEDGE
 BG3745'ROW AND 28.4 FEET SOUTHWEST OF THE METAL WITNESS POST AT
 BG3745'REFERENCE MARK 3.
 BG3745'
 BG3745'AZIMUTH MARK, A STANDARD DISK STAMPED BARTH 1938 1976, IS SET
 BG3745'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BG3745'FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED ON THE NORTH
 BG3745'SIDE OF THE MORGAN CEMETERY, 145.5 FEET WEST-NORTHWEST OF THE
 BG3745'CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 29, 56 FEET
 BG3745'WEST-NORTHWEST OF THE NORTHEAST FENCE CORNER OF THE MORGAN
 BG3745'CEMETERY, 124 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF
 BG3745'THE CEMETERY, 3.5 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 BG3745'NORTH OF THE FENCE.
 BG3745'
 BG3745'AZIMUTH MARK (ORIGINAL), A STANDARD DISK STAMPED BARTH 1938
 BG3745'RESET 1964 WITH THE STAMPING XED OUT, IS SET IN THE TOP OF A
 BG3745'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10-INCHES ABOVE
 BG3745'THE GROUND SURFACE.  IT IS ABOUT 250 FEET SOUTH-SOUTHEAST OF
 BG3745'THE SOUTHEAST CORNER OF THE MORGAN CEMETERY, 103 FEET SOUTHWEST
 BG3745'OF A 40-INCH TREE, 99 FEET SOUTHWEST OF A POWER LINE BRACE POLE,
 BG3745'U.S. HIGHWAY 29 AND 16 FEET WEST-NORTHWEST OF THE RIGHT-OF-WAY
 BG3745'LINE.
 BG3745'
 BG3745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BG3745'10-3/4 MILES NORTH OF CANTONMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0483 ***********************************************************************
 AF0483  DESIGNATION -  BARTOW 2
 AF0483  PID         -  AF0483
 AF0483  STATE/COUNTY-  FL/POLK
 AF0483  USGS QUAD   -  BARTOW (1987)
 AF0483
 AF0483                         *CURRENT SURVEY CONTROL
 AF0483  ___________________________________________________________________
 AF0483* NAD 83(1990)-  27 53 47.37515(N)    081 50 39.28503(W)     ADJUSTED  
 AF0483* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 AF0483  ___________________________________________________________________
 AF0483  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AF0483  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AF0483
 AF0483  HORZ ORDER  -  SECOND
 AF0483
 AF0483.The horizontal coordinates were established by classical geodetic methods
 AF0483.and adjusted by the National Geodetic Survey in May 1991..
 AF0483.No horizontal observational check was made to the station.
 AF0483
 AF0483.The orthometric height was scaled from a topographic map.
 AF0483
 AF0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0483
 AF0483.The geoid height was determined by GEOID03.
 AF0483
 AF0483;                    North         East     Units Scale Factor Converg.
 AF0483;SPC FL W     -   394,748.920   215,333.993   MT  0.99994408   +0 04 22.3
 AF0483;SPC FL W     - 1,295,105.42    706,474.94   sFT  0.99994408   +0 04 22.3
 AF0483;UTM  17      - 3,086,022.893   416,910.734   MT  0.99968521   -0 23 42.1
 AF0483
 AF0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0483!SPC FL W     -   0.99999814  x   0.99994408  =   0.99994222
 AF0483!UTM  17      -   0.99999814  x   0.99968521  =   0.99968335
 AF0483
 AF0483|---------------------------------------------------------------------|
 AF0483| PID    Reference Object                     Distance      Geod. Az  |
 AF0483|                                                           dddmmss.s |
 AF0483| CW6923 BARTOW 2 RM 4                        18.925 METERS 07908     |
 AF0483| AF0484 BARTOW RESET                         36.322 METERS 15436     |
 AF0483| CW6924 BARTOW 2 RM 5                        19.976 METERS 23225     |
 AF0483| CW6925 BARTOW 2 RM 6                        16.037 METERS 25945     |
 AF0483| CW6919 BARTOW AZ MK                                       3583803.2 |
 AF0483|---------------------------------------------------------------------|
 AF0483
 AF0483                          SUPERSEDED SURVEY CONTROL
 AF0483
 AF0483  NAD 83(1986)-  27 53 47.38595(N)    081 50 39.30824(W) AD(       ) 2
 AF0483  NAD 27      -  27 53 46.28889(N)    081 50 40.00975(W) AD(       ) 2
 AF0483
 AF0483.Superseded values are not recommended for survey control.
 AF0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0483.See file dsdata.txt to determine how the superseded data were derived.
 AF0483
 AF0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1691186023(NAD 83)
 AF0483_MARKER: DS = TRIANGULATION STATION DISK
 AF0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF0483+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AF0483
 AF0483  HISTORY     - Date     Condition        Report By
 AF0483  HISTORY     - 1955     MONUMENTED       CGS
 AF0483  HISTORY     - 1955     GOOD             CGS
 AF0483  HISTORY     - 1958     GOOD             CGS
 AF0483  HISTORY     - 19920801 GOOD             USPSQD
 AF0483  HISTORY     - 19990302 GOOD             USPSQD
 AF0483  HISTORY     - 20030716 GOOD             FL-105
 AF0483  HISTORY     - 20050109 GOOD             USPSQD
 AF0483  HISTORY     - 20060110 GOOD             USPSQD
 AF0483
 AF0483                          STATION DESCRIPTION
 AF0483
 AF0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (IRR)
 AF0483'STATION LOCATED IN BARTOW, AT THE NW INTERSECTION OF WEST MAIN
 AF0483'STREET AND NORTH CARPENTER AVEUNE, 24.0 FT. N OF THE CENTERLINE
 AF0483'OF WEST MAIN STREET, 29.0 FT. W OF THE CENTERLINE OF NORTH
 AF0483'CARPENTER AVEUNE, 3.2 FT. S OF THE S EDGE OF THE E-W SIDEWALK,
 AF0483'AND 9.6 FT. NE OF A 14-IN. OAK TREE.  MARK IS STANDARD
 AF0483'TRIANGULATION DISK, STAMPED BARTOW 2 1955 AND SET IN AN
 AF0483'8-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AF0483'
 AF0483'THE UNDERGROUND MARK IS STANDARD TRIANGULATION DISK, STAMPED
 AF0483'BARTOW 2 1955 AND SET IN AN 8-IN. SQUARE CONCRETE MONUMENT.
 AF0483'
 AF0483'REFERENCE MARK 4 IS AT THE NE INTERSECTION OF WEST MAIN STREET
 AF0483'AND NORTH CARPENTER AVENUE, AT THE SW CORNER OF THE BARTOW FORD
 AF0483'MOTOR COMPANY BUILDING, 32.5 FT. E OF THE CENTERLINE OF NORTH
 AF0483'CARPENTER AVENUE, AND 35.6 FT. N OF THE CENTERLINE OF WEST MAIN
 AF0483'STREET.  MARK IS STANDARD REFERENCE-MARK DISK, STAMPED BARTOW 2
 AF0483'NO 4 1955 AND SET IN A DRILL HOLE IN THE SIDEWALK.
 AF0483'
 AF0483'REFERENCE MARK 5 IS 15.5 FT. S OF THE CENTERLINE OF WEST MAIN
 AF0483'STREET, 82.0 FT. W OF THE CENTERLINE OF SOUTH CARPENTER AVENUE,
 AF0483'AND 48.0 FT. NE OF THE NE CORNER OF THE PORCH AT 235 WEST MAIN
 AF0483'STREET.  MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED BARTOW
 AF0483'2 NO 5 1955 AND SET IN A DRILL HOLE IN THE TOP OF THE CURBSTONE.
 AF0483'
 AF0483'AZIMUTH MARK IS APPROXIMATELY 2-1/2 BLOCKS N OF THE STATION,
 AF0483'9.0 FT. E OF THE CENTERLINE OF NORTH CARPENTER AVENUE, 145.5 FT.
 AF0483'N OF THE CENTERLINE OF WEST CHURCH STREET BETWEEN WEST CHURCH
 AF0483'STREET AND WEST BOULEVARD STREET, AND 2-1/2 FT. W-NW OF A
 AF0483'TELEPHONE POLE.  MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AF0483'BARTOW AZ 1935 AND SET IN A DRILL HOLE IN THE TOP OF THE
 AF0483'CURBSTONE.
 AF0483
 AF0483                          STATION RECOVERY (1955)
 AF0483
 AF0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (IRR)
 AF0483'STATION, R.M. NO. 4 AND AZIMUTH MARK RECOVERED IN GOOD
 AF0483'CONDITION.  R.M. NO. 5 DESTROYED DUE TO ROAD CONSTRUCTION.  R.M.
 AF0483'NO. 6 WAS ESTABLISHED.
 AF0483'
 AF0483'NEW DESCRIPTION FOLLOWS--
 AF0483'
 AF0483'STATION LOCATED IN BARTOW AT THE NW INTERSECTION OF WEST MAIN
 AF0483'STREET AND NORTH CARPENTER AVENUE, APPROXIMATELY 28 FEET N OF THE
 AF0483'PROPOSED CENTER LINE OF WEST MAIN STREET, 29.0 FEET W OF CENTER
 AF0483'LINE OF NORTH CARPENTER AVENUE, 3.2 FEET S OF SOUTH EDGE OF
 AF0483'EAST-WEST SIDEWALK AND 4 FEET SW OF A STREET LIGHT POST.  MARK IS
 AF0483'STANDARD TRIANGULATION DISK STAMPED BARTOW 2 1955 SET IN AN
 AF0483'8X8-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AF0483'
 AF0483'REFERENCE MARK NO. 6 IS APPROXIMATELY 19 FEET N OF THE PROPOSED
 AF0483'CENTER LINE OF WEST MAIN STREET, IN FRONT OF HOUSE LOCATED AT 210
 AF0483'WEST MAIN STREET ON WEST SIDE OF CONCRETE WALKWAY LEADING TO
 AF0483'HOUSE.  MARK IS STANDARD REFERENCE MARK DISK STAMPED BARTOW 2
 AF0483'NO 6 1955 SET IN A DRILL HOLE IN THE TOP OF THE CURB STONE.
 AF0483
 AF0483                          STATION RECOVERY (1958)
 AF0483
 AF0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AF0483'THE STATION WAS RECOVERED IN JANUARY, 1958, AND ALL MARKS WERE
 AF0483'FOUND TO BE IN GOOD CONDITION.  IT IS LOCATED AT THE INTERSECTION
 AF0483'OF NORTH CARPENTER AVENUE AND WEST MAIN STREET IN BARTOW, 8.5 FT.
 AF0483'N OF THE N CURB OF WEST MAIN STREET, 6.5 FT. W OF THE W CURB
 AF0483'OF NORTH CARPENTER AVENUE, 3.1 FT. S OF THE S EDGE OF AN E AND
 AF0483'W SIDEWALK AND IN THE CENTER OF A N AND S SIDEWALK.  A
 AF0483'TRIANGULATION-STATION DISK SET IN THE TOP OF A CONCRETE POST
 AF0483'WHICH IS FLUSH WITH THE SIDEWALK, STAMPED BARTOW 2 1955.
 AF0483'
 AF0483'REFERENCE MARK 4 IS 62.09 FT. E OF THE STATION, AT THE SW CORNER
 AF0483'OF THE BARTOW FORD COMPANY GARAGE, 11.0 FT. N OF THE N CURB OF
 AF0483'WEST MAIN STREET, 9.7 FT. E OF THE E CURB OF NORTH CARPENTER
 AF0483'AVENUE, 0.5 FT. N OF THE N EDGE OF E AND W SIDEWALK AND 0.4 FT.
 AF0483'W OF THE E EDGE OF A N AND S SIDEWALK.  A REFERENCE-MARK DISK SET
 AF0483'IN THE TOP OF A CONCRETE SIDEWALK, STAMPED BARTOW 2 NO 2 1955.
 AF0483'
 AF0483'REFERENCE MARK 6 IS 52.61 FT. W OF THE STATION, 19.9 FT. N OF
 AF0483'THE CENTERLINE OF WEST MAIN STREET, 58 FT. W OF THE W CURB OF
 AF0483'NORTH CARPENTER AVENUE, 12.1 FT. S OF THE S EDGE OF AN E AND W
 AF0483'SIDEWALK AND AT THE W EDGE OF THE S END OF A SIDEWALK LEADING N
 AF0483'TO A HOUSE.  A REFERENCE-MARK DISK SET IN THE TOP OF THE N
 AF0483'CONCRETE CURB OF WEST MAIN STREET, STAMPED BARTOW NO 6 1955.
 AF0483'
 AF0483'THE AZIMUTH MARK IS 2-1/2 BLOCKS N OF THE STATION, AT THE W SIDE
 AF0483'OF THE COUNTY JAIL, 8.7 FT. E OF THE CENTERLINE OF NORTH CARPENTER
 AF0483'AVENUE, 145 FT. N OF THE CENTERLINE OF WEST CHURCH STREET AND 2.7
 AF0483'FT. NW OF A TELEPHONE POLE.  A REFERENCE-MARK DISK SET IN THE TOP
 AF0483'OF THE N CONCRETE CURB OF NORTH CARPENTER AVENUE, STAMPED BARTOW
 AF0483'AZ 1935.
 AF0483
 AF0483                          STATION RECOVERY (1992)
 AF0483
 AF0483'RECOVERY NOTE BY US POWER SQUADRON 1992 (CKD)
 AF0483'RECOVERED IN GOOD CONDITION.
 AF0483
 AF0483                          STATION RECOVERY (1999)
 AF0483
 AF0483'RECOVERY NOTE BY US POWER SQUADRON 1999
 AF0483'RECOVERED IN GOOD CONDITION.
 AF0483
 AF0483                          STATION RECOVERY (2003)
 AF0483
 AF0483'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AF0483'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AF0483'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST WEST AT 3.5'FT.
 AF0483
 AF0483                          STATION RECOVERY (2005)
 AF0483
 AF0483'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AF0483'RECOVERED IN GOOD CONDITION.
 AF0483
 AF0483                          STATION RECOVERY (2006)
 AF0483
 AF0483'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AF0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF7046 ***********************************************************************
 DF7046  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7046  DESIGNATION -  BARTOW CORS ARP
 DF7046  CORS_ID     -  BRTW
 DF7046  PID         -  DF7046
 DF7046  STATE/COUNTY-  FL/POLK
 DF7046  USGS QUAD   -  BARTOW (1987)
 DF7046
 DF7046                         *CURRENT SURVEY CONTROL
 DF7046  ___________________________________________________________________
 DF7046* NAD 83(CORS)-  27 56 58.64223(N)    081 46 58.20127(W)     ADJUSTED  
 DF7046* NAVD 88     -                                                        
 DF7046  ___________________________________________________________________
 DF7046  EPOCH DATE  -        2002.00
 DF7046  X           -     805,863.934 (meters)                     COMP
 DF7046  Y           -  -5,580,464.273 (meters)                     COMP
 DF7046  Z           -   2,971,581.211 (meters)                     COMP
 DF7046  ELLIP HEIGHT-          13.57  (meters)          (08/??/03) GPS OBS
 DF7046  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DF7046
 DF7046  HORZ ORDER  -  SPECIAL (CORS)
 DF7046  ELLP ORDER  -  SPECIAL (CORS)
 DF7046
 DF7046.ITRF positions are available for this station.
 DF7046.The coordinates were established by GPS observations
 DF7046.and adjusted by the National Geodetic Survey in August 2003..
 DF7046.The coordinates are valid at the epoch date displayed above.
 DF7046.The epoch date for horizontal control is a decimal equivalence
 DF7046.of Year/Month/Day.
 DF7046
 DF7046
 DF7046.The PID for the CORS L1 Phase Center is DF7047.
 DF7046
 DF7046.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7046
 DF7046.The ellipsoidal height was determined by GPS observations
 DF7046.and is referenced to NAD 83.
 DF7046
 DF7046.The geoid height was determined by GEOID03.
 DF7046
 DF7046;                    North         East     Units Scale Factor Converg.
 DF7046;SPC FL W     -   400,645.547   221,369.582   MT  0.99994681   +0 06 06.4
 DF7046;SPC FL W     - 1,314,451.27    726,276.70   sFT  0.99994681   +0 06 06.4
 DF7046
 DF7046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7046!SPC FL W     -   0.99999787  x   0.99994681  =   0.99994468
 DF7046
 DF7046                          SUPERSEDED SURVEY CONTROL
 DF7046
 DF7046.No superseded survey control is available for this station.
 DF7046
 DF7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2299391868(NAD 83)
 DF7046_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7046
 DF7046                          STATION DESCRIPTION
 DF7046
 DF7046'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7046'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7046'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7046'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7046'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7046'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 DF7047 ***********************************************************************
 DF7047  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7047  DESIGNATION -  BARTOW CORS L1 PHASE CENTER
 DF7047  CORS_ID     -  BRTW
 DF7047  PID         -  DF7047
 DF7047  STATE/COUNTY-  FL/POLK
 DF7047  USGS QUAD   -  BARTOW (1987)
 DF7047
 DF7047                         *CURRENT SURVEY CONTROL
 DF7047  ___________________________________________________________________
 DF7047* NAD 83(CORS)-  27 56 58.64222(N)    081 46 58.20128(W)     ADJUSTED  
 DF7047* NAVD 88     -                                                        
 DF7047  ___________________________________________________________________
 DF7047  EPOCH DATE  -        2002.00
 DF7047  X           -     805,863.948 (meters)                     COMP
 DF7047  Y           -  -5,580,464.369 (meters)                     COMP
 DF7047  Z           -   2,971,581.263 (meters)                     COMP
 DF7047  ELLIP HEIGHT-          13.68  (meters)          (08/??/03) GPS OBS
 DF7047  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DF7047
 DF7047  HORZ ORDER  -  SPECIAL (CORS)
 DF7047  ELLP ORDER  -  SPECIAL (CORS)
 DF7047
 DF7047.ITRF positions are available for this station.
 DF7047.The coordinates were established by GPS observations
 DF7047.and adjusted by the National Geodetic Survey in August 2003..
 DF7047.The coordinates are valid at the epoch date displayed above.
 DF7047.The epoch date for horizontal control is a decimal equivalence
 DF7047.of Year/Month/Day.
 DF7047
 DF7047
 DF7047.The PID for the CORS ARP is DF7046.
 DF7047
 DF7047.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7047
 DF7047.The ellipsoidal height was determined by GPS observations
 DF7047.and is referenced to NAD 83.
 DF7047
 DF7047.The geoid height was determined by GEOID03.
 DF7047
 DF7047;                    North         East     Units Scale Factor Converg.
 DF7047;SPC FL W     -   400,645.547   221,369.582   MT  0.99994681   +0 06 06.4
 DF7047;SPC FL W     - 1,314,451.27    726,276.70   sFT  0.99994681   +0 06 06.4
 DF7047
 DF7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7047!SPC FL W     -   0.99999785  x   0.99994681  =   0.99994466
 DF7047
 DF7047                          SUPERSEDED SURVEY CONTROL
 DF7047
 DF7047.No superseded survey control is available for this station.
 DF7047
 DF7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2299391868(NAD 83)
 DF7047_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7047
 DF7047                          STATION DESCRIPTION
 DF7047
 DF7047'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7047'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7047'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7047'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7047'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7047'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0484 ***********************************************************************
 AF0484  DESIGNATION -  BARTOW RESET
 AF0484  PID         -  AF0484
 AF0484  STATE/COUNTY-  FL/POLK
 AF0484  USGS QUAD   -  BARTOW (1987)
 AF0484
 AF0484                         *CURRENT SURVEY CONTROL
 AF0484  ___________________________________________________________________
 AF0484* NAD 83(1990)-  27 53 46.30929(N)    081 50 38.71528(W)     ADJUSTED  
 AF0484* NAVD 88     -        37.80   (+/-2cm)     124.0    (feet)  VERTCON   
 AF0484  ___________________________________________________________________
 AF0484  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AF0484  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AF0484
 AF0484  HORZ ORDER  -  FIRST
 AF0484  VERT ORDER  -  THIRD ? (See Below)
 AF0484
 AF0484.The horizontal coordinates were established by classical geodetic methods
 AF0484.and adjusted by the National Geodetic Survey in May 1991..
 AF0484
 AF0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0484.The vertical order pertains to the NGVD 29 superseded value.
 AF0484
 AF0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0484
 AF0484.The geoid height was determined by GEOID03.
 AF0484
 AF0484;                    North         East     Units Scale Factor Converg.
 AF0484;SPC FL W     -   394,716.132   215,349.615   MT  0.99994408   +0 04 22.6
 AF0484;SPC FL W     - 1,294,997.84    706,526.20   sFT  0.99994408   +0 04 22.6
 AF0484;UTM  17      - 3,085,989.986   416,926.085   MT  0.99968518   -0 23 41.8
 AF0484
 AF0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0484!SPC FL W     -   0.99999813  x   0.99994408  =   0.99994221
 AF0484!UTM  17      -   0.99999813  x   0.99968518  =   0.99968331
 AF0484
 AF0484|---------------------------------------------------------------------|
 AF0484| PID    Reference Object                     Distance      Geod. Az  |
 AF0484|                                                           dddmmss.s |
 AF0484| AF0485 BARTOW WATER TANK                   313.093 METERS 03034     |
 AF0484| CW6920 BARTOW RM 1                          41.529 METERS 06449     |
 AF0484| AF0481 GARFIELD BLACK WATER TANK           APPROX. 7.5 KM 0922027.0 |
 AF0484| AF0486 GARFIELD RESET                      APPROX. 8.3 KM 1014831.5 |
 AF0484| CW6922 BARTOW RM 3                          14.185 METERS 22621     |
 AF0484| AF0483 BARTOW 2                             36.322 METERS 33436     |
 AF0484| CW6919 BARTOW AZ MK                                       3550638.9 |
 AF0484| CW6921 BARTOW RM 2                          39.908 METERS 35514     |
 AF0484|---------------------------------------------------------------------|
 AF0484
 AF0484                          SUPERSEDED SURVEY CONTROL
 AF0484
 AF0484  NAD 83(1986)-  27 53 46.32009(N)    081 50 38.73849(W) AD(       ) 1
 AF0484  NAD 27      -  27 53 45.22300(N)    081 50 39.44000(W) AD(       ) 1
 AF0484  NGVD 29 (07/19/86)   38.07   (m)          124.9    (f) LEVELING    3  
 AF0484
 AF0484.Superseded values are not recommended for survey control.
 AF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0484.See file dsdata.txt to determine how the superseded data were derived.
 AF0484
 AF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1692685990(NAD 83)
 AF0484_MARKER: DS = TRIANGULATION STATION DISK
 AF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AF0484
 AF0484  HISTORY     - Date     Condition        Report By
 AF0484  HISTORY     - 1935     MONUMENTED       CGS
 AF0484  HISTORY     - 1937     GOOD             CGS
 AF0484  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AF0484  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AF0484  HISTORY     - 19990302 MARK NOT FOUND   USPSQD
 AF0484  HISTORY     - 20030716 MARK NOT FOUND   FL-105
 AF0484
 AF0484                          STATION DESCRIPTION
 AF0484
 AF0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 AF0484'STATION IS LOCATED IN BARTOW AT THE SE ANGLE OF W MAIN STREET
 AF0484'AND S CARPENTER AVENUE, ON A VACANT LOT OWNED BY THE CITY, 28
 AF0484'PACES S OF THE CENTER LINE OF W MAIN STREET, AND 7 PACES E OF
 AF0484'THE CENTER LINE OF S CARPENTER AVENUE.  THE MARK IS FLUSH WITH
 AF0484'THE SURFACE OF THE GROUND AND IS STAMPED BARTOW 1935.
 AF0484'
 AF0484'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 AF0484'CONCRETE.
 AF0484'
 AF0484'REFERENCE MARK NO. 1 IS NE OF THE STATION, SET IN THE SIDEWALK
 AF0484'ON THE S SIDE OF W MAIN STREET AND 2 FEET ESE OF A LAMP POST.  THE
 AF0484'MARK IS STAMPED BARTOW NO. 1 1935.
 AF0484'
 AF0484'REFERENCE MARK NO. 2 IS N OF THE STATION, SET IN THE E CURB OF
 AF0484'N CARPENTER AVENUE 12 PACES S OF A BLANK DRIVEWAY, AND 8 PACES
 AF0484'NW OF A FIRE HYDRANT.  THE MARK IS STAMPED BARTOW NO. 2 1935.
 AF0484'
 AF0484'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NNW OF THE STATION, 10
 AF0484'PACES W OF THE W SIDE OF THE JAIL, SET IN THE E CURB OF N CARPENTER
 AF0484'AVENUE, 52 PACES N OF CENTER LINE OF W CHURCH STREET AND 26
 AF0484'PACES SW OF THE SW CORNER OF A SHEET METAL GARAGE.  THE MARK IS
 AF0484'STAMPED BARTOW AZ MK 1935.
 AF0484'
 AF0484'TO REACH THE STATION FROM THE COURTHOUSE IN BARTOW GO W ON W
 AF0484'MAIN STREET FOR ONE BLOCK TO THE STATION.
 AF0484'
 AF0484'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 AF0484
 AF0484                          STATION RECOVERY (1937)
 AF0484
 AF0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RAE)
 AF0484'STATION IS IN AN OPEN LOT AT THE CORNER OF N CARPENTER AND MAIN
 AF0484'STREETS.  ALL MARKS FOUND TO BE IN GOOD CONDITION.  THE STATION
 AF0484'MARK IS 22.0 FEET E OF CENTER LINE OF N CARPENTER AVENUE.  45.9
 AF0484'FEET S OF 24-INCH OAK TREE.  46.6 FEET N OF 24-INCH OAK
 AF0484'TREE.  MARK IS FLUSH WITH THE GROUND, AND IS A TABLET SET IN A
 AF0484'ROUND CONCRETE POST.
 AF0484'
 AF0484'REFERENCE MARK NO. 1 IS NE OF THE STATION.  27.0 FEET S OF
 AF0484'CENTER LINE OF W MAIN STREET.  2.0 FEET SE OF LAMP POST.  43.7
 AF0484'FEET NW OF NW CORNER OF SINCLAIR FILLING STATION.  MARK IS A
 AF0484'TABLET SET IN A DRILL HOLE IN TOP OF THE SIDEWALK.
 AF0484'
 AF0484'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  12.0 FEET E OF
 AF0484'CENTER LINE OF N CARPENTER STREET.  21.4 FEET N OF LAMP POST.  46.0
 AF0484'FEET N OF CENTER LINE OF W MAIN STREET.  MARK IS A TABLET
 AF0484'SET IN A DRILL HOLE IN THE TOP OF THE CURB STONE.
 AF0484'
 AF0484'AZIMUTH MARK IS APPROXIMATELY 2-1/2 BLOCKS N OF THE STATION.  8.0
 AF0484'FEET E OF THE CENTER LINE OF N CARPENTER AVENUE.  123 FEET N OF
 AF0484'N CURB OF W CHURCH STREET, BETWEEN W CHURCH AND W BOULEVARD
 AF0484'STREETS.  2-1/2 FEET WSW OF TELEPHONE POLE.  MARK IS A TABLET SET
 AF0484'IN A DRILL HOLE IN THE TOP OF THE CURB STONE.
 AF0484'
 AF0484'AZIMUTH MARK NOT VISIBLE FROM 90-FOOT TOWER.
 AF0484
 AF0484                          STATION RECOVERY (1954)
 AF0484
 AF0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR)
 AF0484'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 AF0484'RECOVERED.  STATION WAS FOUND TO HAVE BEEN STRUCK BY A BULLDOZER
 AF0484'AND WAS TILTED.  UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  A
 AF0484'NEW MONUMENT WAS PLUMBED OVER THE UNDERGROUND MARK.  REFERENCE
 AF0484'MARK 1 WAS REMOVED DUE TO THE CONSTRUCTION OF A DRIVEWAY, AND
 AF0484'REFERENCE MARK 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 AF0484'
 AF0484'STATION IS LOCATED IN BARTOW, NEAR THE CORNER OF SOUTH CARPENTER
 AF0484'AVENUE AND MAIN STREET, 22.0 FT. E OF THE CENTERLINE OF SOUTH
 AF0484'CARPENTER AVENUE, 58.6 FT. S OF THE S CURB OF MAIN STREET, 11.3
 AF0484'FT. W OF THE W WALL OF THE CHEVROLET AGENCY, 5.3 FT. N OF THE N
 AF0484'EDGE OF THE DRIVEWAY TO THE SERVICE ENTRANCE, AND 1.2 FT. N OF
 AF0484'AN IRON BOX HOUSING A WATER METER.  MARK IS A STANDARD
 AF0484'TRIANGULATION DISK, STAMPED BARTOW 1935-1954 AND SET IN AN 8- BY
 AF0484'8-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AF0484'
 AF0484'REFERENCE MARK 2 IS 12.0 FT. E OF THE CENTERLINE OF NORTH
 AF0484'CARPENTER AVEUNE, 46.0 FT. N OF THE CENTERLINE OF MAIN STREET,
 AF0484'AND 21.4 FT. N OF A LAMPPOST.  MARK IS A STANDARD REFERENCE-MARK
 AF0484'DISK, STAMPED BARTOW NO 2 1935 AND SET IN A DRILL HOLE IN THE TOP
 AF0484'OF THE CURBSTONE.
 AF0484'
 AF0484'REFERENCE MARK 3 IS 11.7 FT. W OF THE CENTERLINE OF SOUTH
 AF0484'CARPENTER AVENUE, 116.5 FT. S OF THE CENTERLINE OF MAIN STREET,
 AF0484'AND 12.5 FT. N OF THE CENTERLINE OF A DRIVEWAY.  MARK IS A
 AF0484'STANDARD REFERENCE-MARK DISK, STAMPED BARTOW NO 3 1935-1954 AND
 AF0484'SET IN A DRILL HOLE IN THE TOP OF THE CURBSTONE.
 AF0484'
 AF0484'AZIMUTH MARK IS APPROXIMATELY 2-1/2 BLOCKS N OF THE STATION,
 AF0484'9.0 FT. E OF THE CENTERLINE OF NORTH CARPENTER AVEUNE, 130 FT. N
 AF0484'OF THE N CURB OF WEST CHURCH STREET, BETWEEN WEST CHURCH STREET
 AF0484'AND WEST BOULEVARD STREET, AND 2-1/2 FT. W-NW OF A TELEPHONE
 AF0484'POLE.  MARK IS A STANDARD AZIMUTH-MARK DISK, STAMPED BARTOW AZ MK
 AF0484'1935 AND SET IN A DRILL HOLE IN THE TOP OF THE CURBSTONE.
 AF0484'
 AF0484'THE DISTANCE TO REFERENCE MARK 2 WAS CHECKED AND FOUND TO BE
 AF0484'CORRECT.
 AF0484
 AF0484                          STATION RECOVERY (1955)
 AF0484
 AF0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (IRR)
 AF0484'STATION SURFACE MARK AND REFERENCE MARKS 2 AND 3 DESTROYED DUE
 AF0484'TO PROPOSED WIDENING OF CARPENTER AVENUE.  SUBSURFACE MARK WILL
 AF0484'PROBABLY REMAIN INTACT.  THE AZIMUTH MARK RECOVERED IN GOOD
 AF0484'CONDITION AND IS NOW THE AZIMUTH FOR STATION BARTOW 2.
 AF0484
 AF0484                          STATION RECOVERY (1999)
 AF0484
 AF0484'RECOVERY NOTE BY US POWER SQUADRON 1999
 AF0484'MARK NOT FOUND.
 AF0484
 AF0484                          STATION RECOVERY (2003)
 AF0484
 AF0484'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AF0484'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AF0484'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF0485 ***********************************************************************
 AF0485  DESIGNATION -  BARTOW WATER TANK
 AF0485  PID         -  AF0485
 AF0485  STATE/COUNTY-  FL/POLK
 AF0485  USGS QUAD   -  BARTOW (1987)
 AF0485
 AF0485                         *CURRENT SURVEY CONTROL
 AF0485  ___________________________________________________________________
 AF0485* NAD 83(1990)-  27 53 55.06647(N)    081 50 32.89323(W)     ADJUSTED  
 AF0485* NAVD 88     -                                                        
 AF0485  ___________________________________________________________________
 AF0485  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AF0485  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AF0485
 AF0485  HORZ ORDER  -  THIRD
 AF0485
 AF0485.The horizontal coordinates were established by classical geodetic methods
 AF0485.and adjusted by the National Geodetic Survey in May 1991..
 AF0485
 AF0485
 AF0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF0485
 AF0485.The geoid height was determined by GEOID03.
 AF0485
 AF0485;                    North         East     Units Scale Factor Converg.
 AF0485;SPC FL W     -   394,985.890   215,508.486   MT  0.99994414   +0 04 25.4
 AF0485;SPC FL W     - 1,295,882.87    707,047.42   sFT  0.99994414   +0 04 25.4
 AF0485;UTM  17      - 3,086,258.369   417,087.112   MT  0.99968485   -0 23 39.2
 AF0485
 AF0485                          SUPERSEDED SURVEY CONTROL
 AF0485
 AF0485  NAD 83(1986)-  27 53 55.07757(N)    081 50 32.91624(W) AD(       ) 4
 AF0485  NAD 27      -  27 53 53.97831(N)    081 50 33.61966(W) AD(       ) 3
 AF0485
 AF0485.Superseded values are not recommended for survey control.
 AF0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0485.See file dsdata.txt to determine how the superseded data were derived.
 AF0485
 AF0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1708786258(NAD 83)
 AF0485_MARKER: 53 = ELEVATED TANK
 AF0485
 AF0485  HISTORY     - Date     Condition        Report By
 AF0485  HISTORY     - 1935     FIRST OBSERVED   CGS
 AF0485  HISTORY     - 1956     GOOD             CGS
 AF0485  HISTORY     - 1958     GOOD             CGS
 AF0485  HISTORY     - 19920801 GOOD             USPSQD
 AF0485  HISTORY     - 19990302 GOOD             USPSQD
 AF0485  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 AF0485
 AF0485                          STATION DESCRIPTION
 AF0485
 AF0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RER)
 AF0485'RECOVERED IN GOOD CONDITION.  DESCRIPTION FOLLOWS--
 AF0485'
 AF0485'IN THE N PART OF THE CITY OF BARTOW, ABOUT 300 FT. NE OF THE
 AF0485'POLICE DEPT. AND FIREHOUSE BUILDING.  STATION IS BOUNDED BY E.
 AF0485'IOWA STREET ON THE E, CHURCH STREET ON THE S AND BROADWAY
 AF0485'STREET ON THE W.  STATION IS A SILVER-PAINTED, FOUR-LEGGED WATER
 AF0485'TANK, 150 FT. ABOVE THE GROUND AND 270 FT. E OF BROADWAY STREET.
 AF0485
 AF0485                          STATION RECOVERY (1958)
 AF0485
 AF0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AF0485'THIS STATION WAS RECOVERED IN APRIL, 1958.  IT IS THE CENTER OF
 AF0485'THE TOP OF THE MUNICIPAL WATER TANK AT BARTOW.  IT IS LOCATED
 AF0485'TWO BLOCKS N OF THE COURTHOUSE AND IS A SILVER-COLORED STEEL TANK.
 AF0485
 AF0485                          STATION RECOVERY (1992)
 AF0485
 AF0485'RECOVERY NOTE BY US POWER SQUADRON 1992 (CKD)
 AF0485'RECOVERED IN GOOD CONDITION.
 AF0485
 AF0485                          STATION RECOVERY (1999)
 AF0485
 AF0485'RECOVERY NOTE BY US POWER SQUADRON 1999
 AF0485'RECOVERED IN GOOD CONDITION.
 AF0485
 AF0485                          STATION RECOVERY (2005)
 AF0485
 AF0485'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AF0485'THIS WATER TANK DESTROYED BY HURRICANE CHARLIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7412 ***********************************************************************
 AF7412  CBN         -  This is a Cooperative Base Network Control Station.
 AF7412  PACS        -  This is a Primary Airport Control Station.
 AF7412  DESIGNATION -  BARTPORT
 AF7412  PID         -  AF7412
 AF7412  STATE/COUNTY-  FL/POLK
 AF7412  USGS QUAD   -  BARTOW (1987)
 AF7412
 AF7412                         *CURRENT SURVEY CONTROL
 AF7412  ___________________________________________________________________
 AF7412* NAD 83(1999)-  27 56 43.40505(N)    081 46 58.31006(W)     ADJUSTED  
 AF7412* NAVD 88     -        37.680  (meters)     123.62   (feet)  ADJUSTED  
 AF7412  ___________________________________________________________________
 AF7412  X           -     805,892.151 (meters)                     COMP
 AF7412  Y           -  -5,580,680.473 (meters)                     COMP
 AF7412  Z           -   2,971,165.906 (meters)                     COMP
 AF7412  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AF7412  ELLIP HEIGHT-          11.52  (meters)          (05/31/01) GPS OBS
 AF7412  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AF7412  DYNAMIC HT  -          37.624 (meters)     123.44  (feet)  COMP
 AF7412  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 AF7412
 AF7412  HORZ ORDER  -  B
 AF7412  VERT ORDER  -  SECOND    CLASS I
 AF7412  ELLP ORDER  -  FIFTH     CLASS I
 AF7412
 AF7412.This mark is at Bartow Airport (BOW)
 AF7412
 AF7412.The horizontal coordinates were established by GPS observations
 AF7412.and adjusted by the National Geodetic Survey in May 2001..
 AF7412
 AF7412.The orthometric height was determined by differential leveling
 AF7412.and adjusted by the National Geodetic Survey in May 2001..
 AF7412
 AF7412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7412
 AF7412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7412
 AF7412.The ellipsoidal height was determined by GPS observations
 AF7412.and is referenced to NAD 83.
 AF7412
 AF7412.The geoid height was determined by GEOID03.
 AF7412
 AF7412.The dynamic height is computed by dividing the NAVD 88
 AF7412.geopotential number by the normal gravity value computed on the
 AF7412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7412.degrees latitude (g = 980.6199 gals.).
 AF7412
 AF7412.The modeled gravity was interpolated from observed gravity values.
 AF7412
 AF7412;                    North         East     Units Scale Factor Converg.
 AF7412;SPC FL W     -   400,176.522   221,367.441   MT  0.99994681   +0 06 06.3
 AF7412;SPC FL W     - 1,312,912.47    726,269.68   sFT  0.99994681   +0 06 06.3
 AF7412;UTM  17      - 3,091,399.571   422,986.722   MT  0.99967320   -0 22 00.8
 AF7412
 AF7412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7412!SPC FL W     -   0.99999819  x   0.99994681  =   0.99994500
 AF7412!UTM  17      -   0.99999819  x   0.99967320  =   0.99967139
 AF7412
 AF7412:                Primary Azimuth Mark                     Grid Az
 AF7412:SPC FL W     -  BARTPORT AZ MK                           087 40 49.8
 AF7412:UTM  17      -  BARTPORT AZ MK                           088 08 56.9
 AF7412
 AF7412|---------------------------------------------------------------------|
 AF7412| PID    Reference Object                     Distance      Geod. Az  |
 AF7412|                                                           dddmmss.s |
 AF7412| AF7441 BARTPORT AZ MK                      APPROX. 0.7 KM 0874656.1 |
 AF7412|---------------------------------------------------------------------|
 AF7412
 AF7412                          SUPERSEDED SURVEY CONTROL
 AF7412
 AF7412  NAD 83(1990)-  27 56 43.40375(N)    081 46 58.30973(W) AD(       ) B
 AF7412  ELLIP H (09/13/90)   11.46   (m)                       GP(       ) 4 1
 AF7412  NGVD 29 (09/01/92)   37.945  (m)          124.49   (f) ADJUSTED    2 1
 AF7412
 AF7412.Superseded values are not recommended for survey control.
 AF7412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7412.See file dsdata.txt to determine how the superseded data were derived.
 AF7412
 AF7412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2298791400(NAD 83)
 AF7412_MARKER: F = FLANGE-ENCASED ROD
 AF7412_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF7412_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AF7412_STAMPING: BARTPORT 1989
 AF7412_MARK LOGO: NGS   
 AF7412_PROJECTION: FLUSH
 AF7412_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7412+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 AF7412_ROD/PIPE-DEPTH: 21.1 meters
 AF7412_SLEEVE-DEPTH  : 0.91 meters
 AF7412
 AF7412  HISTORY     - Date     Condition        Report By
 AF7412  HISTORY     - 1989     MONUMENTED       NGS
 AF7412  HISTORY     - 19901101 GOOD             FLDNR
 AF7412  HISTORY     - 19910327 GOOD             KEISCH
 AF7412  HISTORY     - 19960118 GOOD             NGS
 AF7412  HISTORY     - 19990114 GOOD             KEISCH
 AF7412  HISTORY     - 20010426 GOOD             FL-057
 AF7412  HISTORY     - 20020315 GOOD             PICKET
 AF7412  HISTORY     - 20030716 GOOD             FL-105
 AF7412  HISTORY     - 20050122 GOOD             FLDEP
 AF7412
 AF7412                          STATION DESCRIPTION
 AF7412
 AF7412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AF7412'THE STATION IS LOCATED ABOUT 4.99 KM (3.10 MI) NORTHEAST OF BARTOW,
 AF7412'0.89 KM (0.55 MI) SOUTHEAST OF U.S. HIGHWAY 17, AT THE BARTOW
 AF7412'MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 AF7412'RUNWAYS 5-23 AND 9L-27R, IN THE CENTRAL PART OF SECTION 23, T 29 S, R
 AF7412'25 E.  OWNERSHIP--CITY OF BARTOW, BARTOW MUNICIPAL AIRPORT, P.O. BOX
 AF7412'650, BARTOW FL 33830-0650, B.L. DURRANCE JR. - AIRPORT MANAGER, PHONE
 AF7412'813-533-1195.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AF7412'AIRPORT.
 AF7412'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 60 AND U.S.
 AF7412'HIGHWAY 17 IN THE NORTH PART OF BARTOW, GO NORTHWEST FOR 7.56 KM
 AF7412'(4.70 MI) ON HIGHWAY 17 TO THE AIRPORT ENTRANCE ON RIGHT.  TURN RIGHT
 AF7412'AND GO SOUTHEAST, THEN SOUTH FOR 0.80 KM (0.50 MI) ON AVENUE B TO A
 AF7412'SHARP TURN RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.08 KM (0.05 MI)
 AF7412'TO THE AIRPORT AUTHORITY OFFICE.  CONTINUE AHEAD AND GO SOUTHWEST FOR
 AF7412'0.08 KM (0.05 MI) TO THE PUBLIC SAFETY CIVIL DEFENSE BUILDING AND GATE
 AF7412'4 (LOCKED) ON LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.16 KM (0.10 MI)
 AF7412'THROUGH GATE AND ACROSS AIRCRAFT PARKING RAMP TO A TAXIWAY.  TURN
 AF7412'RIGHT AND GO SOUTHWEST FOR 0.16 KM (0.10 MI) ON THE TAXIWAY TO THE
 AF7412'STATION ON LEFT, JUST BEFORE REACHING RUNWAY 9L-27R.
 AF7412'THE STATION IS RECESSED 11 CM BELOW GROUND.  LOCATED 54.0 M
 AF7412'(177.2 FT) NORTH FROM THE APPROXIMATE CENTER OF RUNWAY 9L-27R, 29.0 M
 AF7412'(95.1 FT) SOUTH FROM A LIGHTED RAMP SIGN AND 28.7 M (94.2 FT)
 AF7412'NORTH-NORTHEAST FROM A LIGHTED TERMINAL INDICATOR. NOTE--ACCESS TO
 AF7412'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AF7412'DESCRIBED BY S.E. RANDALL.
 AF7412
 AF7412                          STATION RECOVERY (1990)
 AF7412
 AF7412'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AF7412'THE STATION IS ABOUT 3.2 MI (5.1 KM) NORTHEAST OF BARTOW, .55 MI
 AF7412'(0.89 KM) SOUTHEAST OF U.S. HIGHWAY 17, AT THE BARTOW MUNICIPAL
 AF7412'AIRPORT, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF RUNWAYS 5-23
 AF7412'AND 9L-27R, IN SECTION 23, T 29 S, R 25 E.  OWNERSHIP--CITY OF
 AF7412'BARTOW, BARTOW MUNICIPAL AIRPORT, P.O. BOX 650, BARTOW FLORIDA
 AF7412'33830-0650, B.L. DURRANCE JR.-AIRPORT MANAGER, PHONE 813-533-1195.
 AF7412'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 60 AND U.S.
 AF7412'HIGHWAY 17 ON THE NORTH SIDE OF BARTOW, GO NORTHWEST ON U.S. HIGHWAY
 AF7412'17 FOR 4.8 MI (7.7 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT (AVENUE
 AF7412'B), TURN RIGHT ON THE AIRPORT ENTRANCE ROAD (AVENUE B) AND GO
 AF7412'SOUTHEAST AND SOUTH FOR 0.5 MI (0.8 KM) TO A SHARP TURN RIGHT, TURN
 AF7412'RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE AIRPORT AUTHORITY
 AF7412'OFFICE, CONTINUE SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE POLK COUNTY
 AF7412'PUBLIC SAFETY DEPARTMENT BUILDING NUMBER 410 AND A LOCKED GATE ON THE
 AF7412'LEFT, TURN LEFT AND GO SOUTHEAST THROUGH THE GATE ACROSS THE PARKING
 AF7412'RAMP FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN RIGHT ON THE TAXIWAY AND
 AF7412'GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, JUST
 AF7412'BEFORE RUNWAY 9L-27R.  RECCESSED 11 CM BELOW THE GROUND.
 AF7412'LOCATED 94.7 FT (28.9 M) NORTH OF THE NORTH EDGE OF OF RUNWAY 9L-27R,
 AF7412'94.7 FT (28.9 M) SOUTH OF A LIGHTED RAMP SIGN, 93.7 FT (28.6 M)
 AF7412'NORTH-NORTHEAST OF A LIGHTED TERMINAL INDICATOR, 54.5 FT (16.6 M) EAST
 AF7412'OF THE EAST EDGE OF THE RAMP TAXIWAY AND 6.0 FT (1.8 M) NORTH OF A
 AF7412'CARSONITE WITNESS POST.
 AF7412'NOTE  PERMISSION MUST BE OBTAINED BEFORE ENTERING THE AIRPORT. ACCESS
 AF7412'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AF7412
 AF7412                          STATION RECOVERY (1991)
 AF7412
 AF7412'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991
 AF7412'RECOVERED IN GOOD CONDITION.
 AF7412
 AF7412                          STATION RECOVERY (1996)
 AF7412
 AF7412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AF7412'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 4.99 KM
 AF7412'(3.10 MI) NORTHEAST OF BARTOW, 0.89 KM (0.55 MI) SOUTHEAST OF U.S.
 AF7412'HIGHWAY 17, AT THE BARTOW MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF
 AF7412'THE INTERSECTION OF RUNWAYS 5-23 AND 9L-27R, IN THE CENTRAL PART OF
 AF7412'SECTION 23, T 29 S, R 25 E.  OWNERSHIP -- CITY OF BARTOW, BARTOW
 AF7412'MUNICIPAL AIRPORT, P.O. BOX 650, BARTOW, FL 33831-0650.  AIRPORT
 AF7412'MANAGER - CYNTHIA L. BARROW, PHONE 941-533-1195.  NOTE -- PERMISSION
 AF7412'MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM
 AF7412'THE JUNCTION OF STATE ROAD 60 AND U.S. HIGHWAY 17 IN THE NORTH PART OF
 AF7412'BARTOW, GO NORTHWEST FOR 7.56 KM (4.70 MI) ON HIGHWAY 17 TO THE
 AF7412'AIRPORT ENTRANCE ON THE RIGHT (AVENUE B).  TURN RIGHT AND GO
 AF7412'SOUTH-SOUTHEAST FOR 0.80 KM (0.50 MI) TO A SHARP TURN RIGHT.  TURN
 AF7412'RIGHT AND GO SOUTHWEST FOR 0.08 KM (0.05 MI) TO THE AIRPORT AUTHORITY
 AF7412'OFFICE, CONTINUE AHEAD AND GO SOUTHWEST FOR 0.08 KM (0.05 MI) TO THE
 AF7412'PUBLIC SAFETY CIVIL DEFENSE BUILDING AND GATE 4 (LOCKED) ON LEFT. TURN
 AF7412'LEFT AND GO SOUTHEAST FOR 0.16 KM (0.10 MI) THROUGH GATE AND ACROSS
 AF7412'AIRCRAFT PARKING RAMP TO A TAXIWAY.  TURN RIGHT AND GO SOUTHWEST FOR
 AF7412'0.16 KM (0.10 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT, JUST
 AF7412'BEFORE REACHING RUNWAY 9L-27R.  THE STATION IS 54.0 M (177.2 FT) NORTH
 AF7412'FROM THE APPROXIMATE CENTER OF RUNWAY 9L-27R.  29.0 M (95.1 FT) SOUTH
 AF7412'FROM A LIGHTED RAMP SIGN 28.7 M (94.2 FT) NORTH-NORTHEAST FROM A
 AF7412'LIGHTED TERMINAL INDICATOR.  16.6 M (54.5 FT) EAST OF THE EAST EDGE OF
 AF7412'THE RAMP TAXIWAY AND 1.8 M (5.9 FT) NORTH OF A CARSONITE WITNESS POST.
 AF7412'THE STATION IS RECESSED 11 CM BELOW THE GROUND.  NOTE -- ACCESS TO
 AF7412'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AF7412
 AF7412                          STATION RECOVERY (1999)
 AF7412
 AF7412'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AF7412'RECOVERED AS DESCRIBED.
 AF7412
 AF7412                          STATION RECOVERY (2001)
 AF7412
 AF7412'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 AF7412'THE STATION IS LOCATED IN POLK COUNTY,  FLORIDA, ABOUT 3.10 MILES
 AF7412'NORTHEAST OF THE CITY OF BARTOW AND 0.55 MILES  SOUTH EAST OF U.S. HWY
 AF7412'17. IN SECTION 23 TOWNSHIP 29 SOUTH, RANGE  25 EAST. OWNERSHIP---CITY
 AF7412'OF BARTOW THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL.  TO
 AF7412'REACH THE STATION FROM THE INTERSECTION OF  S.R.60 AND U.S.HWY  17 IN
 AF7412'BARTOW, PROCEED NORTHERLY ON U.S. HWY. 17 FOR 4.7 MILES TO  THE BARTOW
 AF7412'AIRPORT ENTRANCE ON THE RIGHT (AVENUE B),TURN RIGHT  AND  GO
 AF7412'SOUTH-SOUTHEAST FOR 0.55 MILES TO THE AIRPORT AUTHORITY OFFICE
 AF7412'BUILDING ON THE RIGHT.
 AF7412' 
 AF7412'5.9 FT  NORTH OF A CARSONITE WITNESS POST. 54.5 FT EAST OF  THE EAST
 AF7412'EDGE OF ASPHALT TAXIWAY RAMP. 94.2 FT NORTH-NORTHEAST FROM A LIGHTED
 AF7412'TERMINAL INDICATOR SIGN. 95.1 FT SOUTH FROM A LIGHTED RAMP SIGN. 177.2
 AF7412'FT NORTH FROM THE APPROXIMATE CENTERLINE OF RUNWAY 9L-27R.
 AF7412
 AF7412                          STATION RECOVERY (2002)
 AF7412
 AF7412'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (HS)
 AF7412'RECOVERED IN GOOD CONDITION.
 AF7412
 AF7412                          STATION RECOVERY (2003)
 AF7412
 AF7412'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AF7412'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AF7412'APPRAISER GIS DEPARTMENT.
 AF7412
 AF7412                          STATION RECOVERY (2005)
 AF7412
 AF7412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AF7412'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AF7441 ***********************************************************************
 AF7441  DESIGNATION -  BARTPORT AZ MK
 AF7441  PID         -  AF7441
 AF7441  STATE/COUNTY-  FL/POLK
 AF7441  USGS QUAD   -  BARTOW (1987)
 AF7441
 AF7441                         *CURRENT SURVEY CONTROL
 AF7441  ___________________________________________________________________
 AF7441* NAD 83(1999)-  27 56 44.31682(N)    081 46 31.77715(W)     ADJUSTED  
 AF7441* NAVD 88     -        34.264  (meters)     112.41   (feet)  ADJUSTED  
 AF7441  ___________________________________________________________________
 AF7441  X           -     806,607.701 (meters)                     COMP
 AF7441  Y           -  -5,580,560.744 (meters)                     COMP
 AF7441  Z           -   2,971,189.093 (meters)                     COMP
 AF7441  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AF7441  ELLIP HEIGHT-           8.09  (meters)          (12/13/01) GPS OBS
 AF7441  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AF7441  DYNAMIC HT  -          34.213 (meters)     112.25  (feet)  COMP
 AF7441  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 AF7441
 AF7441  HORZ ORDER  -  FIRST
 AF7441  VERT ORDER  -  SECOND    CLASS I
 AF7441  ELLP ORDER  -  FIFTH     CLASS I
 AF7441
 AF7441.This mark is at Bartow Airport (BOW)
 AF7441
 AF7441.The horizontal coordinates were established by GPS observations
 AF7441.and adjusted by the National Geodetic Survey in December 2001..
 AF7441
 AF7441.The orthometric height was determined by differential leveling
 AF7441.and adjusted by the National Geodetic Survey in May 2001..
 AF7441.WARNING-GPS observations at this control monument resulted in a GPS
 AF7441.derived orthometric height which differed from the leveled height by
 AF7441.more than one decimeter (0.1 meter).
 AF7441
 AF7441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7441
 AF7441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7441
 AF7441.The ellipsoidal height was determined by GPS observations
 AF7441.and is referenced to NAD 83.
 AF7441
 AF7441.The geoid height was determined by GEOID03.
 AF7441
 AF7441.The dynamic height is computed by dividing the NAVD 88
 AF7441.geopotential number by the normal gravity value computed on the
 AF7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7441.degrees latitude (g = 980.6199 gals.).
 AF7441
 AF7441.The modeled gravity was interpolated from observed gravity values.
 AF7441
 AF7441;                    North         East     Units Scale Factor Converg.
 AF7441;SPC FL W     -   400,205.898   222,092.667   MT  0.99994720   +0 06 18.8
 AF7441;SPC FL W     - 1,313,008.85    728,649.02   sFT  0.99994720   +0 06 18.8
 AF7441;UTM  17      - 3,091,423.007   423,711.965   MT  0.99967183   -0 21 48.4
 AF7441
 AF7441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7441!SPC FL W     -   0.99999873  x   0.99994720  =   0.99994593
 AF7441!UTM  17      -   0.99999873  x   0.99967183  =   0.99967056
 AF7441
 AF7441:                Primary Azimuth Mark                     Grid Az
 AF7441:SPC FL W     -  BARTPORT                                 267 40 49.7
 AF7441:UTM  17      -  BARTPORT                                 268 08 56.9
 AF7441
 AF7441|---------------------------------------------------------------------|
 AF7441| PID    Reference Object                     Distance      Geod. Az  |
 AF7441|                                                           dddmmss.s |
 AF7441| AF7412 BARTPORT                            APPROX. 0.7 KM 2674708.5 |
 AF7441|---------------------------------------------------------------------|
 AF7441
 AF7441                          SUPERSEDED SURVEY CONTROL
 AF7441
 AF7441  NAD 83(1990)-  27 56 44.31551(N)    081 46 31.77682(W) AD(       ) 1
 AF7441  NGVD 29 (09/01/92)   34.529  (m)          113.28   (f) ADJUSTED    2 1
 AF7441
 AF7441.Superseded values are not recommended for survey control.
 AF7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7441.See file dsdata.txt to determine how the superseded data were derived.
 AF7441
 AF7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2371291423(NAD 83)
 AF7441_MARKER: F = FLANGE-ENCASED ROD
 AF7441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF7441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AF7441_STAMPING: BARTPORT AZ MK 1989
 AF7441_MARK LOGO: NGS   
 AF7441_PROJECTION: FLUSH
 AF7441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7441+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 AF7441_ROD/PIPE-DEPTH: 20.7 meters
 AF7441_SLEEVE-DEPTH  : 0.91 meters
 AF7441
 AF7441  HISTORY     - Date     Condition        Report By
 AF7441  HISTORY     - 1989     MONUMENTED       NGS
 AF7441  HISTORY     - 19901101 GOOD             FLDNR
 AF7441  HISTORY     - 20030716 GOOD             FL-105
 AF7441  HISTORY     - 20050122 GOOD             FLDEP
 AF7441
 AF7441                          STATION DESCRIPTION
 AF7441
 AF7441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AF7441'THE STATION IS LOCATED ABOUT 4.99 KM (3.10 MI) NORTHEAST OF BARTOW,
 AF7441'0.89 KM (0.55 MI) SOUTHEAST OF U.S. HIGHWAY 17, AT THE BARTOW
 AF7441'MUNICIPAL AIRPORT, NEAR THE EAST END OF RUNWAY 9L-27R, ON THE NORTH
 AF7441'SIDE OF RUNWAY, ON THE WEST SIDE OF TAXIWAY, IN THE WEST CENTRAL PART
 AF7441'OF SECTION 24, T 29 S, R 25 E.  OWNERSHIP--CITY OF BARTOW, BARTOW
 AF7441'MUNICIPAL AIRPORT, P.O. BOX 650, BARTOW FL 33830-0650, B.L. DURRANCE
 AF7441'JR. - AIRPORT MANAGER, PHONE 813-533-1195.  NOTE--PERMISSION MUST BE
 AF7441'OBTAINED BEFORE ENTERING AIRPORT.
 AF7441'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 60 AND U.S.
 AF7441'HIGHWAY 17 IN THE NORTH PART OF BARTOW, GO NORTHWEST FOR 7.56 KM
 AF7441'(4.70 MI) ON HIGHWAY 17 TO THE AIRPORT ENTRANCE ON RIGHT.  TURN RIGHT
 AF7441'AND GO SOUTHEAST, THEN SOUTH FOR 0.80 KM (0.50 MI) ON AVENUE B TO A
 AF7441'SHARP TURN RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.08 KM (0.05 MI)
 AF7441'TO THE AIRPORT AUTHORITY OFFICE.  CONTINUE AHEAD AND GO SOUTHWEST FOR
 AF7441'0.08 KM (0.05 MI) TO THE PUBLIC SAFETY CIVIL DEFENSE BUILDING AND GATE
 AF7441'4 (LOCKED) ON LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.16 KM (0.10 MI)
 AF7441'THROUGH GATE AND ACROSS AIRCRAFT PARKING RAMP TO A TAXIWAY.  TURN LEFT
 AF7441'AND GO NORTHEAST FOR 0.32 KM (0.20 MI) ON THE TAXIWAY TO A CURVE
 AF7441'RIGHT.  BEAR RIGHT AND GO SOUTHEAST FOR 0.16 KM (0.10 MI) ON THE
 AF7441'TAXIWAY TO THE NORTHEAST END OF RUNWAY 5-23.  CONTINUE SOUTHEAST FOR
 AF7441'0.16 KM (0.10 MI) ON THE TAXIWAY TO THE STATION ON RIGHT, JUST BEFORE
 AF7441'REACHING RUNWAY 9L-27R.
 AF7441'THE STATION IS RECESSED 12 CM BELOW GROUND.  LOCATED 45.1 M
 AF7441'(148.0 FT) NORTH FROM THE APPROXIMATE CENTER OF RUNWAY 9L-27R, 41.5 M
 AF7441'(136.2 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF TAXIWAY AT
 AF7441'AIRPLANE HOLDING LINE AND 17.5 M (57.4 FT) NORTH-NORTHWEST FROM A
 AF7441'LIGHTED TERMINAL INDICATOR.  NOTE--ACCESS TO DATUM POINT IS HAD
 AF7441'THROUGH A 5-INCH LOGO CAP.
 AF7441'DESCRIBED BY S.E. RANDALL.
 AF7441
 AF7441                          STATION RECOVERY (1990)
 AF7441
 AF7441'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AF7441'THE STATION IS ABOUT 3.1 MI (5.0 KM) NORTHEAST OF BARTOW, .55 MI
 AF7441'(0.89 KM) SOUTHEAST OF U.S. HIGHWAY 17, AT THE BARTOW MUNICIPAL
 AF7441'AIRPORT, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF RUNWAYS 5-23
 AF7441'AND 9L-27R, IN SECTION 23, T 29 S, R 25 E.  OWNERSHIP--CITY OF
 AF7441'BARTOW, BARTOW MUNICIPAL AIRPORT, P.O. BOX 650, BARTOW FLORIDA
 AF7441'33830-0650, B.L. DURRANCE JR.-AIRPORT MANAGER, PHONE 813-533-1195.
 AF7441'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 60 AND U.S.
 AF7441'HIGHWAY 17 ON THE NORTH SIDE OF BARTOW, GO NORTHWEST ON U.S. HIGHWAY
 AF7441'17 FOR 4.8 MI (7.7 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT (AVENUE
 AF7441'B), TURN RIGHT ON THE AIRPORT ENTRANCE ROAD (AVENUE B) AND GO
 AF7441'SOUTHEAST AND SOUTH FOR 0.5 MI (0.8 KM) TO A SHARP TURN RIGHT, TURN
 AF7441'RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE AIRPORT AUTHORITY
 AF7441'OFFICE, CONTINUE SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE POLK COUNTY
 AF7441'PUBLIC SAFETY DEPARTMENT BUILDING NUMBER 410 AND A LOCKED GATE ON THE
 AF7441'LEFT, TURN LEFT AND GO SOUTHEAST THROUGH THE GATE ACROSS THE PARKING
 AF7441'RAMP FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT ON THE TAXIWAY AND
 AF7441'GO NORTHEAST FOR 0.2 MI (0.3 KM) TO A RIGHT CURVE, TURN RIGHT AND GO
 AF7441'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE NORTHEAST END ON RUNWAY 5-23,
 AF7441'CONTINUE SOUTHEAST ON THE TAXIWAY, CROSSING THE RUNWAY, FOR 0.2 MI
 AF7441'(0.3 KM) TO A CURVE RIGHT, TURN RIGHT AND GO EAST-SOUTHEAST FOR 0.05
 AF7441'MI (0.08 KM) TO THE STATION ON THE RIGHT, JUST BEFORE RUNWAY 9L-27R.
 AF7441'RECCESSED 12 CM BELOW THE GROUND.
 AF7441'LOCATED 73.7 FT (22.5 M) NORTH OF THE NORTH EDGE OF OF RUNWAY 9L-27R,
 AF7441'56.0 FT (17.1 M) SOUTH-SOUTHWEST OF THE WEST EDGE OF THE TAXIWAY AT
 AF7441'THE AIRPLANE HOLDING LINE, 57.8 FT (17.6 M) NORTH-NORTHWEST FROM A
 AF7441'LIGHTED TERMINAL INDICATOR AND 6.1 FT (1.9 M) NORTH OF A CARSONITE
 AF7441'WITNESS POST.
 AF7441'NOTE  PERMISSION MUST BE OBTAINED BEFORE ENTERING THE AIRPORT. ACCESS
 AF7441'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AF7441
 AF7441                          STATION RECOVERY (2003)
 AF7441
 AF7441'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AF7441'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AF7441'APPRAISER GIS DEPARTMENT.
 AF7441
 AF7441                          STATION RECOVERY (2005)
 AF7441
 AF7441'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AF7441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AS0678 ***********************************************************************
 AS0678  DESIGNATION -  BARY
 AS0678  PID         -  AS0678
 AS0678  STATE/COUNTY-  FL/FRANKLIN
 AS0678  USGS QUAD   -  NEW INLET (1981)
 AS0678
 AS0678                         *CURRENT SURVEY CONTROL
 AS0678  ___________________________________________________________________
 AS0678* NAD 83(1990)-  29 36 37.63211(N)    084 58 38.23751(W)     ADJUSTED  
 AS0678* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AS0678  ___________________________________________________________________
 AS0678  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AS0678  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AS0678
 AS0678  HORZ ORDER  -  THIRD
 AS0678
 AS0678.The horizontal coordinates were established by classical geodetic methods
 AS0678.and adjusted by the National Geodetic Survey in May 1991..
 AS0678
 AS0678.The orthometric height was scaled from a topographic map.
 AS0678
 AS0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS0678
 AS0678.The geoid height was determined by GEOID03.
 AS0678
 AS0678;                    North         East     Units Scale Factor Converg.
 AS0678;SPC FL N     -    67,764.341   553,769.795   MT  0.99999533   -0 14 23.5
 AS0678;SPC FL N     -   222,323.51  1,816,826.40   sFT  0.99999533   -0 14 23.5
 AS0678;UTM  16      - 3,277,330.406   695,864.256   MT  1.00007337   +0 59 59.1
 AS0678
 AS0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0678!SPC FL N     -   1.00000396  x   0.99999533  =   0.99999929
 AS0678!UTM  16      -   1.00000396  x   1.00007337  =   1.00007733
 AS0678
 AS0678:                Primary Azimuth Mark                     Grid Az
 AS0678:SPC FL N     -  BEACON G APALACHICOLA BAY RO 2           002 57 48.6
 AS0678:UTM  16      -  BEACON G APALACHICOLA BAY RO 2           001 43 26.0
 AS0678
 AS0678|---------------------------------------------------------------------|
 AS0678| PID    Reference Object                     Distance      Geod. Az  |
 AS0678|                                                           dddmmss.s |
 AS0678| AS0683 BEACON G APALACHICOLA BAY RO 2      APPROX. 8.7 KM 0024325.1 |
 AS0678| CW1782 BARY RM 2                            49.230 METERS 14323     |
 AS0678| CW1781 BARY RM 1                            14.630 METERS 14323     |
 AS0678|---------------------------------------------------------------------|
 AS0678
 AS0678                          SUPERSEDED SURVEY CONTROL
 AS0678
 AS0678  NAD 83(1986)-  29 36 37.64081(N)    084 58 38.25086(W) AD(       ) 3
 AS0678  NAD 27      -  29 36 36.85600(N)    084 58 38.59700(W) AD(       ) 3
 AS0678
 AS0678.Superseded values are not recommended for survey control.
 AS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0678.See file dsdata.txt to determine how the superseded data were derived.
 AS0678
 AS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9586477330(NAD 83)
 AS0678_MARKER: DS = TRIANGULATION STATION DISK
 AS0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0678
 AS0678  HISTORY     - Date     Condition        Report By
 AS0678  HISTORY     - 1935     MONUMENTED       CGS
 AS0678  HISTORY     - 1942     GOOD             CGS
 AS0678  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0678
 AS0678                          STATION DESCRIPTION
 AS0678
 AS0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAE)
 AS0678'A STANDARD DISK STAMPED BAR 1935, SET IN 12- BY 12-INCH CONCRETE
 AS0678'MONUMENT PROTRUDING 4 INCHES ABOVE GROUND.  LOCATED ON
 AS0678'ST. GEORGE ISLAND IN SCRUB PALMETTO, 5 METERS FROM SHORE LINE,
 AS0678'2520 METERS NE OF TRIANGULATION STATION SCAFFOLD.  REFERENCE
 AS0678'MARKS ARE STANDARD DISKS STAMPED BAR NO. 1, 1935, AND BAR NO. 2,
 AS0678'1935.
 AS0678'
 AS0678'REFERENCE MARK NO. 1 IS SET IN 12- BY 12-INCH CONCRETE
 AS0678'MONUMENT PROTRUDING 4 INCHES ABOVE GROUND.
 AS0678'
 AS0678'REFERENCE MARK NO. 2 IS DRIVEN IN NE SIDE OF LARGEST PINE
 AS0678'TREE IN VICINITY, THE MARK IS 5 FEET ABOVE GROUND AND TREE IS
 AS0678'BLAZED WITH TRIANGLE.
 AS0678
 AS0678                          STATION RECOVERY (1942)
 AS0678
 AS0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CAS)
 AS0678'THE PINE TREE IN WHICH REFERENCE MARK 2 IS LOCATED IS DEAD BUT
 AS0678'PROBABLY WILL STAND FOR SEVERAL YEARS.  THERE IS A DISTINCT
 AS0678'SAND POINT WHICH MAKES OUT INTO THE WATER FROM THE HIGH-WATER
 AS0678'LINE AT THE STATION.  THE STATION IS 1 METER S OF A RANGE FORMED
 AS0678'BY CAPE ST. GEORGE LIGHTHOUSE AND A LONE PALM TREE WHICH
 AS0678'STANDS NEAR THE HIGH-WATER LINE ABOUT 100 METERS W OF THE
 AS0678'STATION.  THE STATION WAS VISITED IN 1942 WITH TOPOGRAPHIC
 AS0678'EQUIPMENT ONLY AND NO EFFORT WAS MADE TO ACCURATELY CHECK THE
 AS0678'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.
 AS0678
 AS0678                          STATION RECOVERY (1998)
 AS0678
 AS0678'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0200 ***********************************************************************
 BE0200  DESIGNATION -  BASCOM AZ MK
 BE0200  PID         -  BE0200
 BE0200  STATE/COUNTY-  FL/JACKSON
 BE0200  USGS QUAD   -  BASCOM (1994)
 BE0200
 BE0200                         *CURRENT SURVEY CONTROL
 BE0200  ___________________________________________________________________
 BE0200* NAD 83(1986)-  30 54 59.     (N)    085 07 06.     (W)     SCALED    
 BE0200* NAVD 88     -        41.670  (meters)     136.71   (feet)  ADJUSTED  
 BE0200  ___________________________________________________________________
 BE0200  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BE0200  DYNAMIC HT  -          41.617 (meters)     136.54  (feet)  COMP
 BE0200  MODELED GRAV-     979,359.5   (mgal)                       NAVD 88
 BE0200
 BE0200  VERT ORDER  -  SECOND    CLASS 0
 BE0200
 BE0200.The horizontal coordinates were scaled from a topographic map and have
 BE0200.an estimated accuracy of +/- 6 seconds.
 BE0200
 BE0200.The orthometric height was determined by differential leveling
 BE0200.and adjusted by the National Geodetic Survey in June 1991..
 BE0200
 BE0200.The geoid height was determined by GEOID03.
 BE0200
 BE0200.The dynamic height is computed by dividing the NAVD 88
 BE0200.geopotential number by the normal gravity value computed on the
 BE0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0200.degrees latitude (g = 980.6199 gals.).
 BE0200
 BE0200.The modeled gravity was interpolated from observed gravity values.
 BE0200
 BE0200;                    North         East    Units  Estimated Accuracy
 BE0200;SPC FL N     -   212,600.      540,890.      MT  (+/- 180 meters Scaled)
 BE0200
 BE0200                          SUPERSEDED SURVEY CONTROL
 BE0200
 BE0200  NGVD 29 (??/??/92)   41.795  (m)          137.12   (f) ADJ UNCH    2 0
 BE0200
 BE0200.Superseded values are not recommended for survey control.
 BE0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0200.See file dsdata.txt to determine how the superseded data were derived.
 BE0200
 BE0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV798218(NAD 83)
 BE0200_MARKER: DZ = AZIMUTH MARK DISK
 BE0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0200_STAMPING: BASCOM 1938
 BE0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0200+STABILITY: SURFACE MOTION
 BE0200
 BE0200  HISTORY     - Date     Condition        Report By
 BE0200  HISTORY     - 1938     MONUMENTED       CGS
 BE0200  HISTORY     - 1960     GOOD             NGS
 BE0200  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0200
 BE0200                          STATION DESCRIPTION
 BE0200
 BE0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0200'0.8 MI S FROM BASCOM.
 BE0200'0.8 MILE SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT
 BE0200'BASCOM 0.4 MILE SOUTH OF THE BASCOM METHODIST CHURCH, 0.3 MILE
 BE0200'NORTH OF A CURVE IN THE HIGHWAY, WEST OF AND ACROSS THE HIGHWAY
 BE0200'FROM A WHITE SHINGLED FARMHOUSE, 58 FT. WEST OF THE CENTER LINE
 BE0200'OF THE HIGHWAY, 94 FT. NORTH OF A POWER POLE, 1 FT. EAST OF A
 BE0200'FENCE, 1.5 FT. WEST OF A STEEL WITNESS POST, SET IN THE TOP OF
 BE0200'A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND.
 BE0200
 BE0200                          STATION RECOVERY (2001)
 BE0200
 BE0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0199 ***********************************************************************
 BE0199  DESIGNATION -  BASCOM RESET
 BE0199  PID         -  BE0199
 BE0199  STATE/COUNTY-  FL/JACKSON
 BE0199  USGS QUAD   -  BASCOM (1994)
 BE0199
 BE0199                         *CURRENT SURVEY CONTROL
 BE0199  ___________________________________________________________________
 BE0199* NAD 83(1990)-  30 55 25.26935(N)    085 07 05.94269(W)     ADJUSTED  
 BE0199* NAVD 88     -        43.33   (meters)     142.2    (feet)  RESET     
 BE0199  ___________________________________________________________________
 BE0199  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BE0199  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BE0199
 BE0199  HORZ ORDER  -  FIRST
 BE0199  VERT ORDER  -  THIRD
 BE0199
 BE0199.The horizontal coordinates were established by classical geodetic methods
 BE0199.and adjusted by the National Geodetic Survey in September 1997..
 BE0199
 BE0199.The orthometric height was computed from unverified reset data.
 BE0199
 BE0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE0199
 BE0199.The geoid height was determined by GEOID03.
 BE0199
 BE0199;                    North         East     Units Scale Factor Converg.
 BE0199;SPC FL N     -   213,404.715   540,899.276   MT  1.00003537   -0 18 38.6
 BE0199;SPC FL N     -   700,145.30  1,774,600.37   sFT  1.00003537   -0 18 38.6
 BE0199;SPC AL E     -    47,189.003   268,339.498   MT  1.00001759   +0 22 02.8
 BE0199;UTM  16      - 3,422,662.022   679,795.085   MT  0.99999877   +0 58 02.1
 BE0199
 BE0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE0199!SPC FL N     -   0.99999760  x   1.00003537  =   1.00003297
 BE0199!SPC AL E     -   0.99999760  x   1.00001759  =   1.00001519
 BE0199!UTM  16      -   0.99999760  x   0.99999877  =   0.99999637
 BE0199
 BE0199|---------------------------------------------------------------------|
 BE0199| PID    Reference Object                     Distance      Geod. Az  |
 BE0199|                                                           dddmmss.s |
 BE0199| BE0197 BASCOM RM 3                          11.178 METERS 04123     |
 BE0199| BE0198 BASCOM RM 1                          29.889 METERS 08524     |
 BE0199| BE0389 BASCOM RM 2                          30.977 METERS 18327     |
 BE0199| BE0200 BASCOM AZ MK                                       1843327.3 |
 BE0199|---------------------------------------------------------------------|
 BE0199
 BE0199                          SUPERSEDED SURVEY CONTROL
 BE0199
 BE0199  NAD 83(1990)-  30 55 25.27571(N)    085 07 05.94301(W) AD(       ) 1
 BE0199  NAD 83(1986)-  30 55 25.27752(N)    085 07 05.94582(W) AD(       ) 1
 BE0199  NAD 27      -  30 55 24.59900(N)    085 07 06.19600(W) AD(       ) 1
 BE0199  NGVD 29 (??/??/??)   43.46   (m)          142.6    (f) RESET       3  
 BE0199
 BE0199.Superseded values are not recommended for survey control.
 BE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0199.See file dsdata.txt to determine how the superseded data were derived.
 BE0199
 BE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7979522662(NAD 83)
 BE0199_MARKER: DS = TRIANGULATION STATION DISK
 BE0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0199_STAMPING: BASCOM 1938 1960
 BE0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0199+STABILITY: SURFACE MOTION
 BE0199
 BE0199  HISTORY     - Date     Condition        Report By
 BE0199  HISTORY     - 1938     MONUMENTED       CGS
 BE0199  HISTORY     - 1944     GOOD             CGS
 BE0199  HISTORY     - 1953     POOR             CGS
 BE0199  HISTORY     - 1959     SEE DESCRIPTION  CGS
 BE0199  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BE0199  HISTORY     - 1960     GOOD             CGS
 BE0199  HISTORY     - 1981     GOOD             FLDNR
 BE0199  HISTORY     - 20010331 GOOD             NGS
 BE0199
 BE0199                          STATION DESCRIPTION
 BE0199
 BE0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BE0199'THIS STATION IS LOCATED ON THE M. E. CHURCH GROUNDS IN BASCOM,
 BE0199'FLA.  IT LIES ON A SMALL MOUND 33 PACES EAST OF THE CENTERLINE OF
 BE0199'ROAD, 31 FT. SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, AND
 BE0199'37 FT. NORTHWEST OF A GROUP OF FIVE 16-INCH TREES.  MARK PROJECTS
 BE0199'4 INCHES.
 BE0199'
 BE0199'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BE0199'BRONZE TABLETS SET IN CONCRETE.
 BE0199'
 BE0199'REFERENCE MARK NO. 1 IS EAST OF THE STATION, AND 1.0 FT. SOUTH
 BE0199'OF A WIRE FENCE AROUND A CEMETERY.  MARK PROJECTS 2 INCHES.
 BE0199'
 BE0199'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ALONG THE NORTH SIDE
 BE0199'OF A WIRE FENCE AROUND A LARGE CULTIVATED FIELD.  IT LIES 18
 BE0199'FT. SOUTH OF THE CENTERLINE OF A GRADED ROAD, AND PROJECTS 4
 BE0199'INCHES.
 BE0199'
 BE0199'AZIMUTH MARK IS SOUTH OF THE STATION, 57 FT. WEST OF CENTERLINE
 BE0199'OF ROUTE 91, 4 FT. NORTHWEST OF A NEHI SIGN, AND PROJECTS 9 INCHES.
 BE0199'
 BE0199'TO REACH FROM GREENWOOD, GO NORTH AND EAST ON ROUTE 91 FOR
 BE0199'4.7 MILES TO A CHURCH ON EITHER SIDE OF THE ROAD, AND STATION ON
 BE0199'RIGHT.
 BE0199'
 BE0199'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 BE0199
 BE0199                          STATION RECOVERY (1944)
 BE0199
 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RTR)
 BE0199'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 BE0199'CONDITION.
 BE0199'
 BE0199'THE M.E. CHURCH HAS BEEN BURNED AND THE STATION WAS COVERED BY
 BE0199'DEBRIS.  BUILDING MATERIAL FOR A NEW CHURCH IS LYING AROUND AND
 BE0199'THERE IS A POSSIBILITY OF THE MARK BEING DISTURBED.
 BE0199
 BE0199                          STATION RECOVERY (1953)
 BE0199
 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 BE0199'STATION MARK WAS FOUND UPROOTED AND LYING ON THE TOP OF THE
 BE0199'GROUND.  UNDERGROUND MARK IS PROBABLY STILL INTACT.  THE
 BE0199'REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS FOLLOWS--
 BE0199'
 BE0199'REFERENCE MARK 1 IS ALONG STATE HIGHWAY 165, IN THE S PART OF
 BE0199'THE TOWN OF BASCOM, 208 FT. E OF THE CENTERLINE OF THE HIGHWAY,
 BE0199'150.4 FT. NE AND ACROSS A ROAD E OF REFERENCE MARK 2, 88 FT. E-SE
 BE0199'OF THE SE CORNER OF A METHODIST CHURCH, 15 FT. S-SE OF THE SE
 BE0199'CORNER OF A HEADSTONE ON THE GRAVE OF THE BEVIS FAMILY, IN A
 BE0199'CONCRETE POST PROJECTING 3 IN., AND STAMPED BASCOM NO 1 1938.
 BE0199'
 BE0199'REFERENCE MARK 2 IS 109 FT. E OF THE CENTERLINE OF HIGHWAY 165,
 BE0199'132 FT. S AND ACROSS A ROAD E OF THE SE CORNER OF A METHODIST
 BE0199'CHURCH, 18 FT. S OF THE CENTERLINE OF THE ROAD E, IN A CONCRETE
 BE0199'POST PROJECTING 18 IN., AND STAMPED BASCOM NO 2 1938.
 BE0199'
 BE0199'AZIMUTH MARK IS 0.4 MI. S ALONG STATE HIGHWAY 165 FROM A
 BE0199'METHODIST CHURCH, ON TOP AND NEAR THE CENTER OF A THROUGH CUT, 58
 BE0199'FT. W OF THE CENTERLINE OF THE HIGHWAY, 149 FT. W-NW AND ACROSS
 BE0199'THE HIGHWAY FROM THE SW CORNER OF A TWO-STORY FRAMEHOUSE, 92
 BE0199'FT. N OF A POWER POLE WITH A TRANSFORMER, 1-1/2 FT. E OF A FENCE
 BE0199'LINE, 1 FT. E OF A WHITE WOODEN WITNESS POST, ABOUT 6 FT. ABOVE
 BE0199'THE LEVEL OF THE HIGHWAY, IN A CONCRETE POST PROJECTING 3
 BE0199'IN., AND STAMPED BASCOM 1938.
 BE0199
 BE0199                          STATION RECOVERY (1959)
 BE0199
 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWY)
 BE0199'IT WAS REPORTED THAT REFERENCE MARK 2 WAS DESTROYED BY CONSTRUCTION
 BE0199'IN 1959.  THE DISK, STAMPED BASCOM NO 2 1938, WAS RETURNED TO
 BE0199'THE OFFICE BY MR. R.W. YOST, RESIDENT ENGINEER, FLORIDA STATE
 BE0199'ROAD DEPARTMENT.
 BE0199
 BE0199                          STATION RECOVERY (1960)
 BE0199
 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 BE0199'THIS STATION WAS RECOVERED IN MARCH 1960.  THE SURFACE MARK HAD
 BE0199'BEEN DESTROYED.  THE UNDERGROUND MARK WAS FOUND IN GOOD
 BE0199'CONDITION.  A NEW SURFACE MARK WAS SET.  R.M. 1 WAS FOUND IN
 BE0199'GOOD CONDITION.  R.M. 2 HAD BEEN DESTROYED BY ROAD
 BE0199'CONSTRUCTION.  R.M. 3 WAS SET.
 BE0199'
 BE0199'THE STATION IS LOCATED AT THE SOUTH EDGE OF BASCOM, 0.4 MILE
 BE0199'SOUTH OF THE POST OFFICE, AT THE JUNCTION OF STATE HIGHWAY 165
 BE0199'AND AN OILED ROAD LEADING EAST, ON THE GROUNDS OF THE BASCOM
 BE0199'METHODIST CHURCH, 108 FEET EAST OF THE CENTERLINE OF STATE
 BE0199'HIGHWAY 165, 123 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 BE0199'OILED ROAD, 31 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH,
 BE0199'41 FEET NORTH-NORTHWEST OF A GROUP OF 4 LARGE OAK TREES, 28
 BE0199'FEET SOUTHWEST OF A FENCE CORNER, A TRIANGULATION STATION DISK
 BE0199'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 0.2 FOOT
 BE0199'BELOW THE TOP OF THE GROUND, STAMPED BASCOM 1938 1960.
 BE0199'
 BE0199'R.M. 1 IS 98.053 FEET OR 29.889 METERS EAST OF THE STATION, 91
 BE0199'FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 72 FEET EAST OF
 BE0199'A FENCE CORNER, 82 FEET WEST OF A FENCE CORNER, 59 FEET NORTHWEST
 BE0199'OF A 48-INCH OAK TREE, 0.7 FOOT SOUTH OF A FENCE WHICH IS ALONG
 BE0199'THE SOUTH SIDE OF A CEMETERY, 1.5 FEET WEST OF A STEEL WITNESS
 BE0199'POST, A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 BE0199'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED BASCOM
 BE0199'NO 1 1938.
 BE0199'
 BE0199'R.M. 3 IS 36.668 FEET OR 11.178 METERS NORTHEAST OF THE STATION,
 BE0199'63 FEET NORTH OF THE GROUP OF 4 LARGE OAK TREES, 15 FEET EAST OF
 BE0199'THE SOUTHEAST CORNER OF THE CHURCH, 17 FEET NORTH OF A FENCE
 BE0199'CORNER, 1.1 FEET WEST OF A FENCE, A REFERENCE MARK DISK SET IN
 BE0199'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 BE0199'STAMPED BASCOM NO 3 1938 1960.
 BE0199'
 BE0199'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 0.8 MILE
 BE0199'SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT BASCOM,
 BE0199'WEST OF AND ACROSS THE HIGHWAY FROM A WHITE SHINGLED FARMHOUSE,
 BE0199'58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 MILE NORTH OF
 BE0199'A CURVE IN THE HIGHWAY, 94 FEET NORTH OF A POWER POLE, 1 FOOT
 BE0199'EAST OF A FENCE, 1.5 FEET WEST OF A STEEL WITNESS POST, AN
 BE0199'AZIMUTH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 BE0199'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED BASCOM 1938,
 BE0199'8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BE0199
 BE0199                          STATION RECOVERY (1960)
 BE0199
 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 BE0199'AT BASCOM.
 BE0199'AT BASCOM, AT THE SOUTH EDGE OF TOWN, 0.4 MILE SOUTH OF THE
 BE0199'POST OFFICE ON THE GROUNDS OF THE BASCOM METHODIST CHURCH AT
 BE0199'THE JUNCTION OF STATE HIGHWAY 165 AND AN OILED ROAD LEADING
 BE0199'EAST, 108 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 123 FT.
 BE0199'NORTH NORTHEAST OF THE CENTER LINE OF THE OILED ROAD, 31 FT. SOUTH
 BE0199'OF THE SOUTHEAST CORNER OF THE CHURCH, 41 FT. NORTH NORTHWEST
 BE0199'OF A GROUP OF 4 LARGE OAK TREES, 28 FT. SOUTHWEST OF A FENCE
 BE0199'CORNER, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FT. BELOW
 BE0199'THE TOP OF THE GROUND.
 BE0199
 BE0199                          STATION RECOVERY (1981)
 BE0199
 BE0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1981 (JWM)
 BE0199'BASCOM 1938 1960 RECOVERED IN GOOD CONIDITON.
 BE0199'
 BE0199'THE STATION, ALL THE RMS, AND THE AZIMUTH MARK WERE RECOVERED AS
 BE0199'DESCRIBED.
 BE0199'
 BE0199'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BASCOM.
 BE0199
 BE0199                          STATION RECOVERY (2001)
 BE0199
 BE0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE0198 ***********************************************************************
 BE0198  DESIGNATION -  BASCOM RM 1
 BE0198  PID         -  BE0198
 BE0198  STATE/COUNTY-  FL/JACKSON
 BE0198  USGS QUAD   -  BASCOM (1994)
 BE0198
 BE0198                         *CURRENT SURVEY CONTROL
 BE0198  ___________________________________________________________________
 BE0198* NAD 83(1986)-  30 55 25.     (N)    085 07 05.     (W)     SCALED    
 BE0198* NAVD 88     -        43.117  (meters)     141.46   (feet)  ADJUSTED  
 BE0198  ___________________________________________________________________
 BE0198  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BE0198  DYNAMIC HT  -          43.062 (meters)     141.28  (feet)  COMP
 BE0198  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BE0198
 BE0198  VERT ORDER  -  SECOND    CLASS 0
 BE0198
 BE0198.The horizontal coordinates were scaled from a topographic map and have
 BE0198.an estimated accuracy of +/- 6 seconds.
 BE0198
 BE0198.The orthometric height was determined by differential leveling
 BE0198.and adjusted by the National Geodetic Survey in June 1991..
 BE0198
 BE0198.The geoid height was determined by GEOID03.
 BE0198
 BE0198.The dynamic height is computed by dividing the NAVD 88
 BE0198.geopotential number by the normal gravity value computed on the
 BE0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0198.degrees latitude (g = 980.6199 gals.).
 BE0198
 BE0198.The modeled gravity was interpolated from observed gravity values.
 BE0198
 BE0198;                    North         East    Units  Estimated Accuracy
 BE0198;SPC FL N     -   213,400.      540,920.      MT  (+/- 180 meters Scaled)
 BE0198
 BE0198                          SUPERSEDED SURVEY CONTROL
 BE0198
 BE0198  NGVD 29 (??/??/92)   43.242  (m)          141.87   (f) ADJ UNCH    2 0
 BE0198
 BE0198.Superseded values are not recommended for survey control.
 BE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0198.See file dsdata.txt to determine how the superseded data were derived.
 BE0198
 BE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV798226(NAD 83)
 BE0198_MARKER: DR = REFERENCE MARK DISK
 BE0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0198_STAMPING: BASCOM NO 1 1938
 BE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0198+STABILITY: SURFACE MOTION
 BE0198
 BE0198  HISTORY     - Date     Condition        Report By
 BE0198  HISTORY     - 1938     MONUMENTED       CGS
 BE0198  HISTORY     - 1960     GOOD             NGS
 BE0198  HISTORY     - 20010331 GOOD             NGS
 BE0198
 BE0198                          STATION DESCRIPTION
 BE0198
 BE0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BE0198'AT BASCOM.
 BE0198'AT BASCOM AT THE SOUTH EDGE OF TOWN, 0.4 MILE SOUTH OF THE
 BE0198'POST OFFICE ON THE GROUNDS OF THE BASCOM METHODIST CHURCH, 98.053
 BE0198'FT. EAST OF TRIANGULATION STATION BASCOM, 91 FT. EAST OF THE
 BE0198'SOUTHEAST CORNER OF THE CHURCH, 72 FT. EAST OF A FENCE CORNER,
 BE0198'82 FT. WEST OF A FENCE CORNER, 59 FT. NORTHWEST OF A 48 INCH OAK
 BE0198'TREE, 0.7 FT. SOUTH OF A FENCE WHICH IS ALONG THE SOUTH EDGE
 BE0198'OF A CEMETERY 1.5 FT. WEST OF A STEEL WITNESS POST, SET IN THE
 BE0198'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND.
 BE0198
 BE0198                          STATION RECOVERY (2001)
 BE0198
 BE0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AI2820 ***********************************************************************
 AI2820  DESIGNATION -  BASE
 AI2820  PID         -  AI2820
 AI2820  STATE/COUNTY-  FL/POLK
 AI2820  USGS QUAD   -  LAKELAND (1987)
 AI2820
 AI2820                         *CURRENT SURVEY CONTROL
 AI2820  ___________________________________________________________________
 AI2820* NAD 83(1999)-  28 02 32.24583(N)    081 57 09.39138(W)     ADJUSTED  
 AI2820* NAVD 88     -       102.7    (meters)     337.     (feet)  GPS OBS   
 AI2820  ___________________________________________________________________
 AI2820  X           -     788,657.705 (meters)                     COMP
 AI2820  Y           -  -5,578,109.621 (meters)                     COMP
 AI2820  Z           -   2,980,678.502 (meters)                     COMP
 AI2820  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AI2820  ELLIP HEIGHT-          76.56  (meters)          (05/31/01) GPS OBS
 AI2820  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AI2820
 AI2820  HORZ ORDER  -  FIRST
 AI2820  ELLP ORDER  -  FOURTH    CLASS I
 AI2820
 AI2820.The horizontal coordinates were established by GPS observations
 AI2820.and adjusted by the National Geodetic Survey in May 2001..
 AI2820
 AI2820.The orthometric height was determined by GPS observations and a
 AI2820.high-resolution geoid model.
 AI2820
 AI2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2820
 AI2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2820
 AI2820.The ellipsoidal height was determined by GPS observations
 AI2820.and is referenced to NAD 83.
 AI2820
 AI2820.The geoid height was determined by GEOID03.
 AI2820
 AI2820;                    North         East     Units Scale Factor Converg.
 AI2820;SPC FL W     -   410,896.242   204,659.400   MT  0.99994144   +0 01 20.2
 AI2820;SPC FL W     - 1,348,082.09    671,453.38   sFT  0.99994144   +0 01 20.2
 AI2820;UTM  17      - 3,102,253.060   406,371.275   MT  0.99970820   -0 26 52.4
 AI2820
 AI2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2820!SPC FL W     -   0.99998797  x   0.99994144  =   0.99992941
 AI2820!UTM  17      -   0.99998797  x   0.99970820  =   0.99969618
 AI2820
 AI2820                          SUPERSEDED SURVEY CONTROL
 AI2820
 AI2820  NAD 83(1990)-  28 02 32.24440(N)    081 57 09.39094(W) AD(       ) 1
 AI2820  ELLIP H (11/30/99)   76.52   (m)                       GP(       ) 4 1
 AI2820
 AI2820.Superseded values are not recommended for survey control.
 AI2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2820.See file dsdata.txt to determine how the superseded data were derived.
 AI2820
 AI2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0637102253(NAD 83)
 AI2820_MARKER: DD = SURVEY DISK
 AI2820_SETTING: 0 = UNSPECIFIED SETTING
 AI2820_STAMPING: GPS BASE 1999
 AI2820_MARK LOGO: FL1690
 AI2820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2820+STABILITY: SURFACE MOTION
 AI2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2820+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2820
 AI2820  HISTORY     - Date     Condition        Report By
 AI2820  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2820
 AI2820                          STATION DESCRIPTION
 AI2820
 AI2820'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RWY)
 AI2820'THE STATION IS LOCATED ON TOP OF THE CITY OF LAKELAND ELECTRIC AND
 AI2820'WATER UTILITY BUILDING (ADDRESS 501 E LEMON ST) IN DOWNTOWN LAKELAND,
 AI2820'IN SECTION 18, TOWNSHIP 28 SOUTH, RANGE 24 EAST, POLK COUNTY, FLORIDA.
 AI2820'FOR ACCESS TO THE STATION CONTACT THE CITY OF LAKELAND GIS DEPARTMENT
 AI2820'(941-499-6300) .  THE POINT IS SET IN THE SIDE OF A PRE-CAST WALL ON
 AI2820'TOP OF ELECTRIC AND WATER BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC2234 ***********************************************************************
 AC2234  DESIGNATION -  BASE USE
 AC2234  PID         -  AC2234
 AC2234  STATE/COUNTY-  FL/MIAMI-DADE
 AC2234  USGS QUAD   -  MIAMI (1994)
 AC2234
 AC2234                         *CURRENT SURVEY CONTROL
 AC2234  ___________________________________________________________________
 AC2234* NAD 83(1990)-  25 45 56.06211(N)    080 08 02.49717(W)     ADJUSTED  
 AC2234* NAVD 88     -         2.179  (meters)       7.15   (feet)  ADJUSTED  
 AC2234  ___________________________________________________________________
 AC2234  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 AC2234  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC2234  DYNAMIC HT  -           2.176 (meters)       7.14  (feet)  COMP
 AC2234  MODELED GRAV-     979,027.2   (mgal)                       NAVD 88
 AC2234
 AC2234  HORZ ORDER  -  THIRD
 AC2234  VERT ORDER  -  FIRST     CLASS II
 AC2234
 AC2234.The horizontal coordinates were established by classical geodetic methods
 AC2234.and adjusted by the National Geodetic Survey in May 1991..
 AC2234
 AC2234.The orthometric height was determined by differential leveling
 AC2234.and adjusted by the National Geodetic Survey in June 1991..
 AC2234
 AC2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC2234
 AC2234.The geoid height was determined by GEOID03.
 AC2234
 AC2234.The dynamic height is computed by dividing the NAVD 88
 AC2234.geopotential number by the normal gravity value computed on the
 AC2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2234.degrees latitude (g = 980.6199 gals.).
 AC2234
 AC2234.The modeled gravity was interpolated from observed gravity values.
 AC2234
 AC2234;                    North         East     Units Scale Factor Converg.
 AC2234;SPC FL E     -   158,930.448   286,867.553   MT  1.00003432   +0 22 35.2
 AC2234;SPC FL E     -   521,424.31    941,164.63   sFT  1.00003432   +0 22 35.2
 AC2234;UTM  17      - 2,850,008.204   586,837.914   MT  0.99969311   +0 22 35.2
 AC2234
 AC2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC2234!SPC FL E     -   1.00000370  x   1.00003432  =   1.00003802
 AC2234!UTM  17      -   1.00000370  x   0.99969311  =   0.99969681
 AC2234
 AC2234|---------------------------------------------------------------------|
 AC2234| PID    Reference Object                     Distance      Geod. Az  |
 AC2234|                                                           dddmmss.s |
 AC2234| AC2241 DINO                                 43.779 METERS 06418     |
 AC2234| AC3488 EPI H 1954                           95.513 METERS 09354     |
 AC2234| AC3484 MIAMI MAIN CHAN BEACON 13 1970      371.920 METERS 25233     |
 AC2234| AC3483 LEROY                               468.941 METERS 2541543.7 |
 AC2234| AC3467 MIAMI COURTHOUSE TOWER              APPROX. 6.2 KM 2791645.7 |
 AC2234| AC3543 MIAMI NEWS TOWER                    APPROX. 5.8 KM 2862046.9 |
 AC2234| AC2231 6                                    56.057 METERS 30334     |
 AC2234|---------------------------------------------------------------------|
 AC2234
 AC2234                          SUPERSEDED SURVEY CONTROL
 AC2234
 AC2234  NAD 83(1986)-  25 45 56.06551(N)    080 08 02.49946(W) AD(       ) 3
 AC2234  NAD 27      -  25 45 54.70870(N)    080 08 03.33157(W) AD(       ) 3
 AC2234  NGVD 29 (??/??/92)    2.653  (m)            8.70   (f) ADJ UNCH    1 2
 AC2234
 AC2234.Superseded values are not recommended for survey control.
 AC2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2234.See file dsdata.txt to determine how the superseded data were derived.
 AC2234
 AC2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8683850008(NAD 83)
 AC2234_MARKER: Z = SEE DESCRIPTION
 AC2234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC2234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AC2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2234
 AC2234  HISTORY     - Date     Condition        Report By
 AC2234  HISTORY     - 1934     MONUMENTED       USE
 AC2234  HISTORY     - 1967     POOR             CGS
 AC2234  HISTORY     - 1970     GOOD             NGS
 AC2234  HISTORY     - 1970     GOOD             NGS
 AC2234  HISTORY     - 1971     GOOD             NGS
 AC2234  HISTORY     - 1973     GOOD             NGS
 AC2234  HISTORY     - 1975     GOOD             NGS
 AC2234  HISTORY     - 1978     POOR             NGS
 AC2234  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC2234
 AC2234                          STATION DESCRIPTION
 AC2234
 AC2234'DESCRIBED BY US ENGINEERS 1934 (HAC)
 AC2234'STATION IS LOCATED ON U.S. GOVERNMENT RESERVATION, ENGINEER
 AC2234'DEPARTMENT, AT THE S END OF MIAMI BEACH.  IT IS ALONG THE N SIDE OF
 AC2234'THE MAIN SHIP CHANNEL, NEAR THE SE CORNER OF THE RESERVATION ABOUT
 AC2234'110 METERS E OF A STEEL FLAGPOLE.
 AC2234'
 AC2234'THE STATION CONSISTS OF A 4-INCH IRON PIPE SURROUNDED BY A CONCRETE
 AC2234'PLATFORM 4 FEET SQUARE, THE PIPE BEING FILLED WITH CONCRETE WITH A
 AC2234'COPPER BRAD MARKING THE CENTER.  THE CONCRETE PLATFORM IS AT THE
 AC2234'INNER EDGE OF THE STONE JETTY AND ABOUT 1.0 FOOT ABOVE THE
 AC2234'SURROUNDING GROUND.  THE TOP OF THE IRON PIPE EXTENDS ABOUT 3
 AC2234'INCHES ABOVE THE PLATFORM.
 AC2234'
 AC2234'ADDITIONAL INFORMATION CAN BE SECURED AT THE U.S. ENGINEERS OFFICE
 AC2234'ON THE RESERVATION.
 AC2234
 AC2234                          STATION RECOVERY (1967)
 AC2234
 AC2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DWC)
 AC2234'THE STATION WAS RECOVERED AND THE MARK APPEARED TO BE IN GOOD
 AC2234'CONDITION, HOWEVER THE 4 BY 4 FOOT CONCRETE PAD SURROUNDING THE
 AC2234'MARK HAS BEEN CRACKED THROUGH THE MIDDLE AND IS SOMEWHAT
 AC2234'UNSTABLE.  THERE APPEARS TO BE MOVEMENT IN THE PAD.
 AC2234
 AC2234                          STATION RECOVERY (1970)
 AC2234
 AC2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (NCA)
 AC2234'THE STATION WAS RECOVERED AS DESCRIBED.  THE CONCRETE PAD IS
 AC2234'CRACKED AS DESCRIBED IN THE 1967 RECOVERY NOTE BUT APPEARS TO BE IN
 AC2234'GOOD CONDITION.  BM NO 6 WAS USED AS A REFERENCE MARK.
 AC2234'
 AC2234'BM NO 6, IS A UNITED STATES REFERENCE MARK STAMPED BM NO 6.  IT IS
 AC2234'SET IN A 12 BY 12 INCH CONCRETE POST ABOUT 4 INCHES BELOW THE
 AC2234'STREET SURFACE.  IT IS ENCLOSED IN A METAL CASING AND COVER IN THE
 AC2234'MIDDLE OF THE STREET, 190 FEET EAST OF CENTER OF A STEEL FLAGPOLE
 AC2234'AND 71 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING.
 AC2234'
 AC2234'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AC2234'
 AC2234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AC2234'SOUTH END OF MIAMI BEACH.
 AC2234
 AC2234                          STATION RECOVERY (1970)
 AC2234
 AC2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC2234'AT MIAMI BEACH.
 AC2234'AT MIAMI BEACH, AT THE EXTREME SOUTH END OF THE ISLAND, ALONG
 AC2234'THE NORTH BANK OF GOVERNMENT CUT, AT THE SOUTHEAST CORNER OF THE
 AC2234'U.S. ENGINEERS RESERVATION, 23 FEET SOUTH OF THE EXTENDED CENTER
 AC2234'LINE OF AN EAST-WEST BLACK TOP DRIVE, 14 FEET SOUTHWEST OF A T
 AC2234'IN A FENCE CORNER, IN LINE WITH THE NORTH EDGE OF A STONE SEAWALL,
 AC2234'A 1/4 INCH METAL PLUG IN A 4-INCH PIPE WHICH IS SET IN THE CENTER
 AC2234'OF A 3.7 FOOT SQUARE CONCRETE BLOCK WHICH PROJECTS 1/2 FOOT ABOVE
 AC2234'THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE DRIVE.
 AC2234
 AC2234                          STATION RECOVERY (1971)
 AC2234
 AC2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NCA)
 AC2234'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE PREVIOUS
 AC2234'DESCRIPTION IS ADEQUATE AND ACCURATE.
 AC2234'
 AC2234'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DINO RM 1
 AC2234'AT THIS TIME.
 AC2234'
 AC2234'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AC2234'
 AC2234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AC2234'IN MIAMI BEACH.
 AC2234
 AC2234                          STATION RECOVERY (1973)
 AC2234
 AC2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2234'RECOVERED IN GOOD CONDITION.
 AC2234
 AC2234                          STATION RECOVERY (1975)
 AC2234
 AC2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RRW)
 AC2234'STATION RECOVERED AS DESCRIBED.
 AC2234
 AC2234                          STATION RECOVERY (1978)
 AC2234
 AC2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2234'MARK RECOVERED IN POOR CONDITION.
 AC2234
 AC2234                          STATION RECOVERY (2006)
 AC2234
 AC2234'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC2234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BE1007 ***********************************************************************
 BE1007  DESIGNATION -  BASE+GUIDE MERIDIAN
 BE1007  PID         -  BE1007
 BE1007  STATE/COUNTY-  FL/LEON
 BE1007  USGS QUAD   -  TALLAHASSEE (1976)
 BE1007
 BE1007                         *CURRENT SURVEY CONTROL
 BE1007  ___________________________________________________________________
 BE1007* NAD 83(1990)-  30 26 04.14846(N)    084 16 37.55897(W)     ADJUSTED  
 BE1007* NAVD 88     -        29.667  (meters)      97.33   (feet)  ADJUSTED  
 BE1007  ___________________________________________________________________
 BE1007  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BE1007  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE1007  DYNAMIC HT  -          29.629 (meters)      97.21  (feet)  COMP
 BE1007  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BE1007
 BE1007  HORZ ORDER  -  SECOND
 BE1007  VERT ORDER  -  FIRST     CLASS II
 BE1007
 BE1007.The horizontal coordinates were established by classical geodetic methods
 BE1007.and adjusted by the National Geodetic Survey in May 1991..
 BE1007
 BE1007.The orthometric height was determined by differential leveling
 BE1007.and adjusted by the National Geodetic Survey in June 1991..
 BE1007.WARNING-Repeat measurements at this control monument indicate possible
 BE1007.vertical movement.
 BE1007
 BE1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1007
 BE1007.The geoid height was determined by GEOID03.
 BE1007
 BE1007.The dynamic height is computed by dividing the NAVD 88
 BE1007.geopotential number by the normal gravity value computed on the
 BE1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1007.degrees latitude (g = 980.6199 gals.).
 BE1007
 BE1007.The modeled gravity was interpolated from observed gravity values.
 BE1007
 BE1007;                    North         East     Units Scale Factor Converg.
 BE1007;SPC FL N     -   159,031.184   621,411.629   MT  0.99995926   +0 06 43.2
 BE1007;SPC FL N     -   521,754.81  2,038,747.99   sFT  0.99995926   +0 06 43.2
 BE1007;UTM  16      - 3,370,080.712   761,514.162   MT  1.00044378   +1 22 48.3
 BE1007
 BE1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1007!SPC FL N     -   0.99999969  x   0.99995926  =   0.99995895
 BE1007!UTM  16      -   0.99999969  x   1.00044378  =   1.00044347
 BE1007
 BE1007|---------------------------------------------------------------------|
 BE1007| PID    Reference Object                     Distance      Geod. Az  |
 BE1007|                                                           dddmmss.s |
 BE1007| BE3388 BASE+GUIDE MERIDIAN RM 1             17.337 METERS 20443     |
 BE1007| CW1783 BASE+GUIDE MERIDIAN RM 2             17.400 METERS 26524     |
 BE1007| BE3389 CAPITOL                             APPROX. 0.6 KM 3095357.6 |
 BE1007|---------------------------------------------------------------------|
 BE1007
 BE1007                          SUPERSEDED SURVEY CONTROL
 BE1007
 BE1007  NAD 83(1986)-  30 26 04.15414(N)    084 16 37.56414(W) AD(       ) 2
 BE1007  NAD 27      -  30 26 03.44304(N)    084 16 37.91698(W) AD(       ) 2
 BE1007  NGVD 29 (??/??/92)   29.869  (m)           98.00   (f) ADJ UNCH    1 2
 BE1007
 BE1007.Superseded values are not recommended for survey control.
 BE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1007.See file dsdata.txt to determine how the superseded data were derived.
 BE1007
 BE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU6151470081(NAD 83)
 BE1007_MARKER: P = PIPE CAP
 BE1007_SETTING: 0 = UNSPECIFIED SETTING
 BE1007_STAMPING: EL 97.995
 BE1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1007
 BE1007  HISTORY     - Date     Condition        Report By
 BE1007  HISTORY     - 1954     MONUMENTED       USGLO
 BE1007  HISTORY     - 1979     GOOD             FLDNR
 BE1007  HISTORY     - 1986     GOOD             FLDNR
 BE1007
 BE1007                          STATION DESCRIPTION
 BE1007
 BE1007'DESCRIBED BY US GENERAL LAND OFFICE 1954
 BE1007'AT TALLAHASSEE.
 BE1007'AT TALLAHASSEE, AT THE INTERSECTION OF EXTENDED MERIDIAN
 BE1007'STREET AND BLOXHAM STREET, ABOUT 100 YARDS SOUTHEAST OF THE
 BE1007'CITY JAIL, THE TOP OF CENTER OF A 12 BY 12-INCH SQUARE BRONZE
 BE1007'PLATE ON THE TOP OF A 2-FOOT HIGH CONCRETE MONUMENT WHICH
 BE1007'IS ON TOP OF A 10-FOOT SQUARE CONCRETE SLAB AND SURROUNDED
 BE1007'BY AN IRON PIPE FENCE, ABOUT 21 YARDS NORTH OF CENTER LINE OF
 BE1007'BLOXHAM STREET AND ABOUT 3 FEET ABOVE GROUND.
 BE1007
 BE1007                          STATION RECOVERY (1979)
 BE1007
 BE1007'RECOVERY NOTE BY FL DEPT OF NAT RES 1979 (LJS)
 BE1007'THE STATION IS IN THE NORTHWEST QUADRANT OF INTERSECTION OF
 BE1007'BLOXHAM AND MERIDIAN STREETS IN THE CITY OF TALLAHASSEE.
 BE1007'
 BE1007'TO REACH THE STATION FROM THE INTERSECTION OF MONROE STREET AND
 BE1007'APPALACHEE PARKWAY (U.S. HIGHWAY 27), PROCEED SOUTH ON MONROE STREET
 BE1007'FOR 0.2 MILE TO GAINES STREET. TURN LEFT AND GO EASTERLY ON GAINES
 BE1007'STREET FOR 0.25 MILE TO MERIDIAN STREET. TURN RIGHT AND GO SOUTH ON
 BE1007'MERIDIAN STREET FOR ABOUT 0.05 MILE TO THE STATION ON THE RIGHT NEAR A
 BE1007'BOX CULVERT AT BLOXHAM STREET.
 BE1007'
 BE1007'THE STATION MARK, STAMPED---ELEV. 97.995---, IS A 12 INCH SQUARE
 BE1007'BRONZE PLATE ATOP A CONCRETE MONUMENT 2.2 FEET ABOVE GROUND LEVEL.
 BE1007'THE MONUMENT IS SURROUNDED BY AN IRON PIPE FENCE. IT IS 10.9
 BE1007'FEET WEST OF THE WESTERN EDGE OF A CONCRETE DRAINAGE DITCH,
 BE1007'58.9 FEET EAST OF A TELEPHONE AND POWER POLE WITH A TRANSFORMER, 77.9
 BE1007'FEET NORTH-NORTHEAST OF THE CENTERLINE OF BLOXHAM STREET AND 91.3 FEET
 BE1007'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WING OF THE FLORIDA
 BE1007'STATE RECORD CENTER BUILDING.
 BE1007'
 BE1007'REFERENCE MARK 1, STAMPED---BASE + GUIDE MERIDIAN NO.1 1978---, IS A
 BE1007'STANDARD NGS DISK SET FLUSH WITH THE GROUND IN A 12 INCH DIAMETER
 BE1007'CONCRETE POST. IT IS 5.6 FEET WEST-NORTHWEST OF THE WESTERN EDGE
 BE1007'OF A CONCRETE CONCRETE DRAINAGE DITCH, 5.7 FEET NORTHWEST OF
 BE1007'THE NORTHWEST CORNER OF A BRIDGE AT BLOXHAM STREET,
 BE1007'20.5 FEET SOUTH OF A 5 FOOT DIAMETER TWIN TRUNKED OAK
 BE1007'TREE, 20.6 FEET NORTH-NORTHEAST OF THE CENTERLINE OF BLOXHAM
 BE1007'STREET, AND 3.3 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 BE1007'
 BE1007'REFERENCE MARK 2, STAMPED---BASE AND GUIDE MERIDIAN GLO NO.2 1978---,
 BE1007'IS A STANDARD NGS DISK SET FLUSH WITH THE GROUND IN A 12 INCH DIAMETER
 BE1007'CONCRETE POST. IT IS 3.9 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 BE1007'AND POWER POLE WITH A TRANSFORMER, 28.6 FEET SOUTH-
 BE1007'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRONT
 BE1007'OF THE FLORIDA STATE RECORD CENTER BUILDING, 54.7 FEET
 BE1007'NORTH-NORTHEAST OF THE CENTERLINE OF BLOXHAM STREET, 65.1 FEET WEST
 BE1007'OF THE WESTERN EDGE OF THE CONCRETE DRAINAGE DITCH AND 2.2 FEET
 BE1007'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 BE1007
 BE1007                          STATION RECOVERY (1986)
 BE1007
 BE1007'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BG4215 ***********************************************************************
 BG4215  DESIGNATION -  BASIN
 BG4215  PID         -  BG4215
 BG4215  STATE/COUNTY-  FL/WALTON
 BG4215  USGS QUAD   -  NICEVILLE SE (1987)
 BG4215
 BG4215                         *CURRENT SURVEY CONTROL
 BG4215  ___________________________________________________________________
 BG4215* NAD 83(1990)-  30 31 58.35017(N)    086 18 10.04324(W)     ADJUSTED  
 BG4215* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 BG4215  ___________________________________________________________________
 BG4215  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BG4215  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BG4215
 BG4215  HORZ ORDER  -  FIRST
 BG4215
 BG4215.The horizontal coordinates were established by classical geodetic methods
 BG4215.and adjusted by the National Geodetic Survey in May 1991..
 BG4215
 BG4215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4215
 BG4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4215
 BG4215.The geoid height was determined by GEOID03.
 BG4215
 BG4215;                    North         East     Units Scale Factor Converg.
 BG4215;SPC FL N     -   171,285.075   427,004.965   MT  0.99996872   -0 54 21.4
 BG4215;SPC FL N     -   561,957.78  1,400,932.12   sFT  0.99996872   -0 54 21.4
 BG4215;UTM  16      - 3,378,041.369   566,882.954   MT  0.99965518   +0 21 15.2
 BG4215
 BG4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4215!SPC FL N     -   1.00000053  x   0.99996872  =   0.99996925
 BG4215!UTM  16      -   1.00000053  x   0.99965518  =   0.99965571
 BG4215
 BG4215:                Primary Azimuth Mark                     Grid Az
 BG4215:SPC FL N     -  C 5213                                   108 42 16.2
 BG4215:UTM  16      -  C 5213                                   107 26 39.6
 BG4215
 BG4215|---------------------------------------------------------------------|
 BG4215| PID    Reference Object                     Distance      Geod. Az  |
 BG4215|                                                           dddmmss.s |
 BG4215| BG1593 C 5213                              APPROX. 3.2 KM 1074754.8 |
 BG4215| CW1785 BASIN RM 1                           37.510 METERS 19636     |
 BG4215| CW1784 BASIN AZ MK                                        2673339.1 |
 BG4215| CW1786 BASIN RM 2                           25.327 METERS 27353     |
 BG4215|---------------------------------------------------------------------|
 BG4215
 BG4215                          SUPERSEDED SURVEY CONTROL
 BG4215
 BG4215  NAD 83(1986)-  30 31 58.36514(N)    086 18 10.04892(W) AD(       ) 1
 BG4215  NAD 27      -  30 31 57.66100(N)    086 18 10.24900(W) AD(       ) 1
 BG4215  NGVD 29 (07/19/86)   24.2    (m)           79.     (f) VERT ANG       
 BG4215
 BG4215.Superseded values are not recommended for survey control.
 BG4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4215.See file dsdata.txt to determine how the superseded data were derived.
 BG4215
 BG4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6688378041(NAD 83)
 BG4215_MARKER: DS = TRIANGULATION STATION DISK
 BG4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4215
 BG4215  HISTORY     - Date     Condition        Report By
 BG4215  HISTORY     - 1955     MONUMENTED       CGS
 BG4215
 BG4215                          STATION DESCRIPTION
 BG4215
 BG4215'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT)
 BG4215'STATION IS LOCATED ON THE EGLIN MILITARY RESERVATION ABOUT 17-1/2
 BG4215'MILES SOUTHWEST OF DE FUNIAK SPRINGS AND 11-1/2 MILES EAST OF
 BG4215'NICEVILLE.  STATION IS 56 FEET NORTH OF POWER POLE, 5 FEET
 BG4215'SOUTHEAST OF WITNESS POST AND IN THE NORTHEAST EDGE OF
 BG4215'CLEARING.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 BG4215'STAMPED BASIN 1955.
 BG4215'
 BG4215'REFERENCE MARK NO. 1 IS 51 FEET WEST OF SOUTHEAST CORNER OF
 BG4215'CLEARING AND ALONG THE SOUTH EDGE OF CLEARING.  THE MARK
 BG4215'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BASIN NO 1 1955.
 BG4215'
 BG4215'REFERENCE MARK NO. 2 IS ALONG THE NORTH EDGE OF CLEARING.  THE
 BG4215'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BASIN NO 2
 BG4215'1955.
 BG4215'
 BG4215'AZIMUTH MARK IS 1 FOOT EAST OF WITNESS POST AND ALONG THE
 BG4215'NORTH EDGE OF CLEARING.  THE MARK PROJECTS ABOUT 2 INCHES AND
 BG4215'THE DISK IS STAMPED BASIN 1955.
 BG4215'
 BG4215'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 285 IN THE
 BG4215'NORTHEAST EDGE OF NICEVILLE GO SOUTHEASTERLY ON STATE ROUTE 20 FOR
 BG4215'4.2 MILES TO FORKS.  TAKE LEFT FORK FOR 5.3 MILES TO THE WINDHAM
 BG4215'LOOKOUT TOWER.  CONTINUE ON SURFACED ROAD FOR 0.85 MILE TO
 BG4215'FORKS.  TAKE RIGHT FORK ON CLAY ROAD FOR 0.65 MILE TO
 BG4215'GATE.  CONTINUE ON MAIN ROAD FOR 1.8 MILES TO A FIVE POINT
 BG4215'INTERSECTION JUST AFTER PASSING THROUGH GATE.  TURN LEFT AND GO
 BG4215'NORTH FOR 0.8 MILE TO BRIDGE.  CONTINUE NORTH FOR 0.3 MILE TO
 BG4215'TRACK ROAD ON LEFT.  TURN LEFT AND FOLLOW WINDING TRACK ROAD
 BG4215'WESTERLY FOR 0.7 MILE TO CLEARING AND STATION IN NORTHEAST
 BG4215'CORNER OF CLEARING AS DESCRIBED.  CONTINUE ALONG NORTH SIDE OF
 BG4215'CLEARING FOR 0.15 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 BG4215'
 BG4215'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 BC1704 ***********************************************************************
 BC1704  DESIGNATION -  BASIN
 BC1704  PID         -  BC1704
 BC1704  STATE/COUNTY-  FL/NASSAU
 BC1704  USGS QUAD   -  AMELIA CITY (1992)
 BC1704
 BC1704                         *CURRENT SURVEY CONTROL
 BC1704  ___________________________________________________________________
 BC1704* NAD 83(1990)-  30 36 19.78679(N)    081 29 06.98154(W)     ADJUSTED  
 BC1704* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 BC1704  ___________________________________________________________________
 BC1704  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BC1704  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC1704
 BC1704  HORZ ORDER  -  THIRD
 BC1704
 BC1704.The horizontal coordinates were established by classical geodetic methods
 BC1704.and adjusted by the National Geodetic Survey in September 1997..
 BC1704
 BC1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BC1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BC1704
 BC1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1704
 BC1704.The geoid height was determined by GEOID03.
 BC1704
 BC1704;                    North         East     Units Scale Factor Converg.
 BC1704;SPC FL E     -   695,087.826   153,467.167   MT  0.99996788   -0 14 49.4
 BC1704;SPC FL E     - 2,280,467.31    503,500.20   sFT  0.99996788   -0 14 49.4
 BC1704;SPC GA E     -    67,314.942   265,336.604   MT  0.99995264   +0 20 48.9
 BC1704;SPC GA E     -   220,849.11    870,525.17   sFT  0.99995264   +0 20 48.9
 BC1704;UTM  17      - 3,385,982.646   453,483.044   MT  0.99962669   -0 14 49.4
 BC1704
 BC1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC1704!SPC FL E     -   1.00000420  x   0.99996788  =   0.99997207
 BC1704!SPC GA E     -   1.00000420  x   0.99995264  =   0.99995683
 BC1704!UTM  17      -   1.00000420  x   0.99962669  =   0.99963088
 BC1704
 BC1704:                Primary Azimuth Mark                     Grid Az
 BC1704:SPC FL E     -  WOODS                                    287 39 59.6
 BC1704:SPC GA E     -  WOODS                                    287 04 21.3
 BC1704:UTM  17      -  WOODS                                    287 39 59.6
 BC1704
 BC1704|---------------------------------------------------------------------|
 BC1704| PID    Reference Object                     Distance      Geod. Az  |
 BC1704|                                                           dddmmss.s |
 BC1704| BC1708 WOODS                               APPROX. 1.0 KM 2872510.2 |
 BC1704|---------------------------------------------------------------------|
 BC1704
 BC1704                          SUPERSEDED SURVEY CONTROL
 BC1704
 BC1704  NAD 83(1990)-  30 36 19.78757(N)    081 29 06.97964(W) AD(       ) 3
 BC1704  NAD 83(1986)-  30 36 19.79526(N)    081 29 06.98946(W) AD(       ) 3
 BC1704  NAD 27      -  30 36 18.93700(N)    081 29 07.65800(W) AD(       ) 3
 BC1704  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 BC1704
 BC1704.Superseded values are not recommended for survey control.
 BC1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1704.See file dsdata.txt to determine how the superseded data were derived.
 BC1704
 BC1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5348385983(NAD 83)
 BC1704_MARKER: I = METAL ROD
 BC1704_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BC1704_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1704
 BC1704  HISTORY     - Date     Condition        Report By
 BC1704  HISTORY     - 1932     MONUMENTED       USE
 BC1704  HISTORY     - 1934     GOOD             CGS
 BC1704
 BC1704                          STATION DESCRIPTION
 BC1704
 BC1704'DESCRIBED BY US ENGINEERS 1932 (CMD)
 BC1704'FOLLOWING DESCRIPTION FURNISHED BY THE U.S.E.--
 BC1704'
 BC1704'IS A TRIPOD STATION MARKED BY A 1 1/2-INCH GALVANIZED-IRON
 BC1704'PIPE FILLED WITH CONCRETE WITH BRASS ROD IN CENTER, STANDING
 BC1704'16 INCHES ABOVE THE GROUND.  IT IS LOCATED ON A SMALL MARSH
 BC1704'ISLAND W OF DAY MARK NO. 6.
 BC1704'
 BC1704'ELEVATION, TOP OF ROD 6.87 ABOVE MEAN-LOW WATER.
 BC1704
 BC1704                          STATION RECOVERY (1934)
 BC1704
 BC1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC1704'STATION IS LOCATED ON SMALL MARSH ISLAND ON THE SW SHORE OF
 BC1704'SOUTH AMELIA RIVER, DUE W OF THE SOUTHERN POINT OF CRANE
 BC1704'ISLAND, ABOUT 100 METERS, 5.79 DEGREES W OF NEW BEACON LIGHT
 BC1704'NO. 26.  DAY MARK NO. 6 NO LONGER EXISTS AND NO TRACES OF FORMER
 BC1704'TRIPOD REMAIN.
 BC1704'
 BC1704'STATION IS MARKED BY 1 1/2-INCH GALVANIZED-IRON PIPE FILLED
 BC1704'WITH CONCRETE WITH BRASS ROD IN CENTER STANDING 16 INCHES
 BC1704'ABOVE THE GROUND 5 METERS N OF EDGE OF GRASS ON S SIDE OF
 BC1704'ISLAND.  THE ISLAND IS ABOUT 60 METERS LONG AND 35 METERS
 BC1704'WIDE WITH THE LONGER AXIS IN AN E-W DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8717 ***********************************************************************
 AD8717  DESIGNATION -  BASIN
 AD8717  PID         -  AD8717
 AD8717  STATE/COUNTY-  FL/PALM BEACH
 AD8717  USGS QUAD   -  LAKE HARBOR SE (1970)
 AD8717
 AD8717                         *CURRENT SURVEY CONTROL
 AD8717  ___________________________________________________________________
 AD8717* NAD 83(1999)-  26 31 20.85651(N)    080 47 12.92275(W)     ADJUSTED  
 AD8717* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 AD8717  ___________________________________________________________________
 AD8717  X           -     914,318.770 (meters)                     COMP
 AD8717  Y           -  -5,637,022.327 (meters)                     COMP
 AD8717  Z           -   2,830,962.158 (meters)                     COMP
 AD8717  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AD8717  ELLIP HEIGHT-         -21.36  (meters)          (06/19/01) GPS OBS
 AD8717  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AD8717
 AD8717  HORZ ORDER  -  FIRST
 AD8717  ELLP ORDER  -  FOURTH    CLASS I
 AD8717
 AD8717.The horizontal coordinates were established by GPS observations
 AD8717.and adjusted by the National Geodetic Survey in June 2001..
 AD8717
 AD8717.The orthometric height was determined by GPS observations and a
 AD8717.high-resolution geoid model.
 AD8717
 AD8717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8717
 AD8717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8717
 AD8717.The ellipsoidal height was determined by GPS observations
 AD8717.and is referenced to NAD 83.
 AD8717
 AD8717.The geoid height was determined by GEOID03.
 AD8717
 AD8717;                    North         East     Units Scale Factor Converg.
 AD8717;SPC FL E     -   242,513.486   221,236.317   MT  0.99994674   +0 05 42.5
 AD8717;SPC FL E     -   795,646.33    725,839.48   sFT  0.99994674   +0 05 42.5
 AD8717;UTM  17      - 2,933,562.723   521,229.071   MT  0.99960556   +0 05 42.5
 AD8717
 AD8717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8717!SPC FL E     -   1.00000336  x   0.99994674  =   0.99995010
 AD8717!UTM  17      -   1.00000336  x   0.99960556  =   0.99960891
 AD8717
 AD8717                          SUPERSEDED SURVEY CONTROL
 AD8717
 AD8717  NAD 83(1990)-  26 31 20.85529(N)    080 47 12.92253(W) AD(       ) 1
 AD8717  ELLIP H (04/22/94)  -21.31   (m)                       GP(       ) 3 2
 AD8717
 AD8717.Superseded values are not recommended for survey control.
 AD8717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8717.See file dsdata.txt to determine how the superseded data were derived.
 AD8717
 AD8717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2122933563(NAD 83)
 AD8717_MARKER: DD = SURVEY DISK
 AD8717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8717_SP_SET: CONCRETE POST
 AD8717_STAMPING: BASIN
 AD8717_MARK LOGO: FL-099
 AD8717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8717+STABILITY: SURFACE MOTION
 AD8717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8717+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8717
 AD8717  HISTORY     - Date     Condition        Report By
 AD8717  HISTORY     - 1992     MONUMENTED       FL-099
 AD8717
 AD8717                          STATION DESCRIPTION
 AD8717
 AD8717'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1992
 AD8717'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 27 AND STATE ROUTE
 AD8717'80 IN SOUTH BAY, GO SOUTH ON US ROUTE 27 FOR 3.7 MI (6.0 KM) TO
 AD8717'COUNTY ROAD 827. CONTINUE SOUTH ON US ROUTE 27 FOR 11.85 MI
 AD8717'(19.07 KM) TO A PAVED ROAD ON THE RIGHT (ENTRANCE TO THE TALISMAN
 AD8717'SUGAR CORPORATION). TURN RIGHT AND GO WEST ON THE ENTRANCE ROAD
 AD8717'(THROUGH GUARD GATE) FOR 6.35 MI (10.22 KM) TO A SHELL ROAD ON THE
 AD8717'WEST SIDE OF A SMALL CANAL TO THE NORTH. TURN RIGHT AND GO NORTH ON
 AD8717'THE SHELL ROAD ON THE WEST SIDE OF THE CANAL FOR 4.5 MI (7.2 KM) TO A
 AD8717'SHELL ROAD ON THE LEFT (WEST) ON THE NORTH SIDE OF AN EAST-WEST
 AD8717'CANAL. TURN LEFT AND GO WEST ON THE SHELL ROAD FOR 3.0 MI (4.8 KM) TO
 AD8717'A NORTH-SOUTH CANAL AND THE STATION ON THE RIGHT, 5 FEET EAST OF THE
 AD8717'CENTERLINE OF THE NORTH-SOUTH SHELL ROAD ON THE EAST SIDE OF THE
 AD8717'CANAL AND 23 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST SHELL ROAD
 AD8717'ON THE NORTH SIDE OF A CANAL.
 AD8717'THE STATION IS SOUTHWEST 25.5 FT (7.8 M) FROM A PK NAIL AND WASHER IN
 AD8717'A ROCK ON THE EAST SIDE OF THE SHELL ROAD, NORTHWEST 113.4 FT
 AD8717'(34.6 M) FROM THE BASE OF A METAL POST WITH A SIGN THAT READS ZONE
 AD8717'4 ON THE SOUTH SIDE OF THE SOUTH ROAD ALONG THE EAST-WEST CANAL, AND
 AD8717'SOUTHEAST 28.4 FT (8.7 M) FROM THE BASE OF A METAL POST WITH A PALM
 AD8717'BEACH COUNTY SURVEY WITNESS SIGN. THE STATION IS 0.5 FEET BELOW THE
 AD8717'LEVEL OF THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4204 ***********************************************************************
 AC4204  DESIGNATION -  BASIN 1934
 AC4204  PID         -  AC4204
 AC4204  STATE/COUNTY-  FL/MONROE
 AC4204  USGS QUAD   -  ROCK HARBOR (1990)
 AC4204
 AC4204                         *CURRENT SURVEY CONTROL
 AC4204  ___________________________________________________________________
 AC4204* NAD 83(1990)-  25 07 03.63589(N)    080 25 21.53839(W)     ADJUSTED  
 AC4204* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC4204  ___________________________________________________________________
 AC4204  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AC4204  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AC4204
 AC4204  HORZ ORDER  -  THIRD
 AC4204
 AC4204.The horizontal coordinates were established by classical geodetic methods
 AC4204.and adjusted by the National Geodetic Survey in May 1991..
 AC4204
 AC4204.The orthometric height was scaled from a topographic map.
 AC4204
 AC4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4204
 AC4204.The geoid height was determined by GEOID03.
 AC4204
 AC4204;                    North         East     Units Scale Factor Converg.
 AC4204;SPC FL E     -    87,000.204   258,225.154   MT  0.99998303   +0 14 42.3
 AC4204;SPC FL E     -   285,433.17    847,193.69   sFT  0.99998303   +0 14 42.3
 AC4204;UTM  17      - 2,778,102.501   558,205.288   MT  0.99964184   +0 14 42.3
 AC4204
 AC4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4204!SPC FL E     -   1.00000390  x   0.99998303  =   0.99998693
 AC4204!UTM  17      -   1.00000390  x   0.99964184  =   0.99964574
 AC4204
 AC4204:                Primary Azimuth Mark                     Grid Az
 AC4204:SPC FL E     -  ROCK HARBOR BEACON 40                    344 42 20.1
 AC4204:UTM  17      -  ROCK HARBOR BEACON 40                    344 42 20.1
 AC4204
 AC4204|---------------------------------------------------------------------|
 AC4204| PID    Reference Object                     Distance      Geod. Az  |
 AC4204|                                                           dddmmss.s |
 AC4204| AC4210 ROCK HARBOR BEACON 40               APPROX. 1.0 KM 3445702.4 |
 AC4204|---------------------------------------------------------------------|
 AC4204
 AC4204                          SUPERSEDED SURVEY CONTROL
 AC4204
 AC4204  NAD 83(1986)-  25 07 03.63326(N)    080 25 21.53276(W) AD(       ) 3
 AC4204  NAD 27      -  25 07 02.19061(N)    080 25 22.33147(W) AD(       ) 3
 AC4204
 AC4204.Superseded values are not recommended for survey control.
 AC4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4204.See file dsdata.txt to determine how the superseded data were derived.
 AC4204
 AC4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5820578103(NAD 83)
 AC4204_MARKER: DS = TRIANGULATION STATION DISK
 AC4204_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AC4204_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AC4204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4204
 AC4204  HISTORY     - Date     Condition        Report By
 AC4204  HISTORY     - 1934     MONUMENTED       CGS
 AC4204  HISTORY     - 1947     GOOD             CGS
 AC4204
 AC4204                          STATION DESCRIPTION
 AC4204
 AC4204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC)
 AC4204'THIS IS AN UNOCCUPIED INTERSECTION STATION ON THE SE SIDE OF TARPON
 AC4204'BASIN, AND IS SE OF THE POINT MAKING INTO TARPON BASIN, THE TIP OF
 AC4204'WHICH IS MARKED BY DAY BEACON NO. 40.  STATION IS ON TERRAIN
 AC4204'COMMONLY KNOWN AS MANGROVE SWAMP, THE MANGROVE GROWING TO THE
 AC4204'WATERS EDGE, AND IT IS TWO FEET INSHORE FROM THE HIGH-WATER LINE.
 AC4204'
 AC4204'STATION MARKED BY DRIVING A 5-FOOT 2- BY 4-INCH STAKE FLUSH WITH
 AC4204'THE SWAMPS SURFACE AND ENCASING IT WITH A 6-INCH TILE WHICH WAS
 AC4204'FILLED WITH CONCRETE.  THE TILE PROJECTS 10 INCHES ABOVE THE SWAMPS
 AC4204'SURFACE THE BELL END BEING UP.  TILE CONTAINS A STANDARD DISK
 AC4204'STAMPED BASIN 1934.  NO REFERENCE MARKS WERE SET.
 AC4204'
 AC4204'HEIGHT OF SIGNAL ABOVE STATION MARK - 45 FEET.
 AC4204
 AC4204                          STATION RECOVERY (1947)
 AC4204
 AC4204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AC4204'STATION FOUND IN GOOD CONDITION AS DESCRIBED, WITH THE EXCEPTION
 AC4204'THAT THE STATION IS NOW 1 METER OFFSHORE FROM MEAN HIGH-WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AK6374 ***********************************************************************
 AK6374  DESIGNATION -  BASIN 1940
 AK6374  PID         -  AK6374
 AK6374  STATE/COUNTY-  FL/BREVARD
 AK6374  USGS QUAD   -  TITUSVILLE (1988)
 AK6374
 AK6374                         *CURRENT SURVEY CONTROL
 AK6374  ___________________________________________________________________
 AK6374* NAD 83(1990)-  28 37 17.73953(N)    080 48 30.21973(W)     ADJUSTED  
 AK6374* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AK6374  ___________________________________________________________________
 AK6374  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AK6374  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AK6374
 AK6374  HORZ ORDER  -  THIRD
 AK6374
 AK6374.The horizontal coordinates were established by classical geodetic methods
 AK6374.and adjusted by the National Geodetic Survey in May 1991..
 AK6374
 AK6374.The orthometric height was scaled from a topographic map.
 AK6374
 AK6374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AK6374
 AK6374.The geoid height was determined by GEOID03.
 AK6374
 AK6374;                    North         East     Units Scale Factor Converg.
 AK6374;SPC FL E     -   475,107.812   218,736.351   MT  0.99994551   +0 05 30.4
 AK6374;SPC FL E     - 1,558,749.55    717,637.51   sFT  0.99994551   +0 05 30.4
 AK6374;UTM  17      - 3,166,077.688   518,729.958   MT  0.99960433   +0 05 30.4
 AK6374
 AK6374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6374!SPC FL E     -   1.00000430  x   0.99994551  =   0.99994981
 AK6374!UTM  17      -   1.00000430  x   0.99960433  =   0.99960863
 AK6374
 AK6374                          SUPERSEDED SURVEY CONTROL
 AK6374
 AK6374  NAD 83(1986)-  28 37 17.74641(N)    080 48 30.23217(W) AD(       ) 3
 AK6374  NAD 27      -  28 37 16.76400(N)    080 48 31.03600(W) AD(       ) 3
 AK6374
 AK6374.Superseded values are not recommended for survey control.
 AK6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6374.See file dsdata.txt to determine how the superseded data were derived.
 AK6374
 AK6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1873066078(NAD 83)
 AK6374_MARKER: DD = SURVEY DISK
 AK6374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AK6374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6374+STABILITY: SURFACE MOTION
 AK6374
 AK6374  HISTORY     - Date     Condition        Report By
 AK6374  HISTORY     - 1940     MONUMENTED       CGS
 AK6374  HISTORY     - 1948     GOOD             CGS
 AK6374  HISTORY     - 1967     POOR             CGS
 AK6374  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK6374  HISTORY     - 1990     POOR             USPSQD
 AK6374
 AK6374                          STATION DESCRIPTION
 AK6374
 AK6374'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG)
 AK6374'STATION IS LOCATED ON THE W SIDE OF THE INDIAN RIVER ON THE
 AK6374'SE SIDE OF THE ENTRANCE TO THE TITUSVILLE YACHT HARBOR.  IT
 AK6374'IS 20.2 FEET SW OF THE INSIDE EDGE OF THE WOOD RETAINING WALL,
 AK6374'AND 25.5 FEET SE OF THE OUTSIDE EDGE OF THE STONE RETAINING
 AK6374'WALL.  FROM THE STATION A WHITE WATER TANK IS IN RANGE WITH
 AK6374'THE CENTER OF A GROUP OF PALMS ON THE N SIDE OF U.S. HIGHWAY
 AK6374'1.  THE WATER TANK BEARS 170 DEG MAGNETIC FROM THE STATION.
 AK6374'
 AK6374'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A 9- BY
 AK6374'9- BY 36-INCH CONCRETE POST WHICH PROTRUDES ABOUT 9 INCHES
 AK6374'ABOVE GROUND.  WHEN GRADING IS FINISHED IN THIS VICINITY IT
 AK6374'SHOULD PROTRUDE ABOUT 2 INCHES, STAMPED BASIN, 1940.  THE
 AK6374'UNDERGROUND MARK IS A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND
 AK6374'CONTAINING A STANDARD BRONZE DISK STATION MARK.
 AK6374'
 AK6374'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD BRONZE DISK SET
 AK6374'IN CONCRETE POST.  STAMPED NO. 1 BASIN 1940, AND IS SE OF THE
 AK6374'STATION 23.6 FEET W OF THE INSIDE EDGE OF THE WOODEN RETAINING
 AK6374'WALL.  PROTRUDES 3 INCHES ABOVE THE GROUND.
 AK6374'
 AK6374'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD BRONZE DISK SET
 AK6374'IN CONCRETE POST, STAMPED NO. 2 BASIN 1940.  IT IS SW OF THE
 AK6374'STATION 7.0 FEET S OF THE OUTSIDE EDGE OF THE STONE RETAINING
 AK6374'WALL.  PROTRUDES 4 INCHES ABOVE THE GROUND.  POSTS AT THE
 AK6374'REFERENCE MARKS ARE 9 BY 9 INCHES SQUARE, 36 INCHES LONG.
 AK6374
 AK6374                          STATION RECOVERY (1948)
 AK6374
 AK6374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM)
 AK6374'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 AK6374'IS LOCATED ON THE W SIDE OF THE INDIAN RIVER, ON THE SE SIDE
 AK6374'OF THE ENTRANCE TO THE TITUSVILLE YACHT HARBOR.  IT IS 20.2 FEET
 AK6374'SE OF THE OUTSIDE EDGE OF THE WOOD RETAINING WALL, AND 25.5
 AK6374'FEET SE OF THE OUTSIDE EDGE OF A STONE RETAINING WALL.  FROM
 AK6374'THE STATION A SILVER WATER TANK IS IN RANGE WITH THE CENTER
 AK6374'OF A GROUP OF PALMS ON THE N SIDE OF U.S. HIGHWAY 1.  THE
 AK6374'WATER TANK BEARS 170 DEG MAGNETIC FROM THE STATION.
 AK6374'
 AK6374'STATION IS A BRONZE DISK STAMPED BASIN 1940 SET IN TOP OF
 AK6374'A 9- BY 9- BY 36-INCH CONCRETE MONUMENT PROJECTING 3 INCHES
 AK6374'ABOVE GROUND.
 AK6374'
 AK6374'REFERENCE MARK 1 IS A BRONZE DISK, STAMPED NO 1 BASIN 1940,
 AK6374'SET IN TOP OF A 9- BY 9-INCH CONCRETE MONUMENT FLUSH WITH
 AK6374'GROUND, AND IS LOCATED 27.171 METERS SE OF STATION AND 23.6
 AK6374'FEET W OF THE INSIDE EDGE OF A WOODEN RETAINING WALL.
 AK6374'
 AK6374'REFERENCE MARK 2 IS A BRONZE DISK, STAMPED NO 2 BASIN 1940,
 AK6374'SET IN A 9- BY 9-INCH CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 AK6374'LOCATED 25.825 METERS SW OF STATION.
 AK6374
 AK6374                          STATION RECOVERY (1967)
 AK6374
 AK6374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AK6374'STATION MARK RECOVERED IN POOR CONDITION.  THE DISK HAS BEEN
 AK6374'REMOVED BUT THE MONUMENT IS STILL IN PLACE.  R.M. 1 RECOVERED
 AK6374'IN GOOD CONDITION.  R.M. 2 IS DESTROYED.
 AK6374'
 AK6374'A WITNESS POST IS 3.0 FEET SOUTH OF THE STATION MARK.  ANOTHER
 AK6374'WITNESS POST IS 1.0 FOOT EAST OF R.M. 1.
 AK6374'
 AK6374'THE 1948 RECOVERY NOTE, BY G.E.M., JR., IS ADEQUATE.
 AK6374
 AK6374                          STATION RECOVERY (1988)
 AK6374
 AK6374'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6374'MARK NOT FOUND.
 AK6374
 AK6374                          STATION RECOVERY (1990)
 AK6374
 AK6374'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6374'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4145 ***********************************************************************
 AC4145  DESIGNATION -  BASIN BANK 1853
 AC4145  PID         -  AC4145
 AC4145  STATE/COUNTY-  FL/MONROE
 AC4145  USGS QUAD   -  GARDEN COVE (1969)
 AC4145
 AC4145                         *CURRENT SURVEY CONTROL
 AC4145  ___________________________________________________________________
 AC4145* NAD 83(1990)-  25 12 23.21586(N)    080 15 46.12564(W)     ADJUSTED  
 AC4145* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AC4145  ___________________________________________________________________
 AC4145  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 AC4145  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AC4145
 AC4145  HORZ ORDER  -  THIRD
 AC4145
 AC4145.The horizontal coordinates were established by classical geodetic methods
 AC4145.and adjusted by the National Geodetic Survey in May 1991..
 AC4145
 AC4145.The orthometric height was scaled from a topographic map.
 AC4145
 AC4145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4145
 AC4145.The geoid height was determined by GEOID03.
 AC4145
 AC4145;                    North         East     Units Scale Factor Converg.
 AC4145;SPC FL E     -    96,912.416   274,291.239   MT  1.00000931   +0 18 50.3
 AC4145;SPC FL E     -   317,953.48    899,903.84   sFT  1.00000931   +0 18 50.3
 AC4145;UTM  17      - 2,788,011.331   574,265.891   MT  0.99966811   +0 18 50.3
 AC4145
 AC4145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4145!SPC FL E     -   1.00000400  x   1.00000931  =   1.00001331
 AC4145!UTM  17      -   1.00000400  x   0.99966811  =   0.99967211
 AC4145
 AC4145:                Primary Azimuth Mark                     Grid Az
 AC4145:SPC FL E     -  TURTLE REEF 1853                         032 42 42.2
 AC4145:UTM  17      -  TURTLE REEF 1853                         032 42 42.2
 AC4145
 AC4145|---------------------------------------------------------------------|
 AC4145| PID    Reference Object                     Distance      Geod. Az  |
 AC4145|                                                           dddmmss.s |
 AC4145| AC4085 TURTLE REEF 1853                    APPROX.10.0 KM 0330132.5 |
 AC4145| AC4133 THE ELBOW 1852                      APPROX. 7.0 KM 1775603.4 |
 AC4145| AC4163 GRECIAN SHOALS 1853                 APPROX. 9.8 KM 2012439.1 |
 AC4145|---------------------------------------------------------------------|
 AC4145
 AC4145                          SUPERSEDED SURVEY CONTROL
 AC4145
 AC4145  NAD 83(1986)-  25 12 23.21557(N)    080 15 46.11959(W) AD(       ) 3
 AC4145  NAD 27      -  25 12 21.78382(N)    080 15 46.93163(W) AD(       ) 3
 AC4145
 AC4145.Superseded values are not recommended for survey control.
 AC4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4145.See file dsdata.txt to determine how the superseded data were derived.
 AC4145
 AC4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH7426688011(NAD 83)
 AC4145_MARKER: N = NAIL
 AC4145_SETTING: 80 = SET IN A BOULDER
 AC4145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4145+STABILITY: SURFACE MOTION
 AC4145
 AC4145  HISTORY     - Date     Condition        Report By
 AC4145  HISTORY     - 1853     MONUMENTED       CGS
 AC4145  HISTORY     - 1935     MARK NOT FOUND   CGS
 AC4145
 AC4145                          STATION DESCRIPTION
 AC4145
 AC4145'DESCRIBED BY COAST AND GEODETIC SURVEY 1853 (JT)
 AC4145'ON THE SHOALEST PART OF BASIN BANK, A BANK OF WHITE SAND, INSIDE
 AC4145'THE LINE OF CARYSFORT REEF.  IT IS CLOSE TO THE NW CORNER PILE OF
 AC4145'AN OLD PIER USED BY WORKMEN IN BUILDING THE CARYSFORT REEF
 AC4145'LIGHTHOUSE, FROM WHICH LIGHTHOUSE IT BEARS S 67-3/4 DEG W BY
 AC4145'COMPASS.  THE CENTER WAS MARKED BY A NAIL DRIVEN INTO A NASSAU
 AC4145'STONE SUNK IN THE SAND.  9 FEET 2 INCHES TO THE N AND 9 FEET TO
 AC4145'THE W ARE TWO NASSAU STONES MARKED WITH NAILS DRIVEN INTO THE
 AC4145'INTERSECTION OF CROSSLINES.  N, E, S AND W OF THE STATION AND
 AC4145'50 FEET FROM IT ARE POSTS SUNK IN THE SAND WITH 2 FEET
 AC4145'PROJECTING.  THESE POSTS WERE FITTED WITH 50 POUND IRON
 AC4145'SHOES.
 AC4145
 AC4145                          STATION RECOVERY (1935)
 AC4145
 AC4145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 AC4145'NOT SEARCHED FOR BUT PROBABLY STILL RECOVERABLE.  PLOTS ON THE
 AC4145'CENTRAL BANK KNOWN LOCALLY AS WHITE BANK, ON A SMALL PATCH ABOUT
 AC4145'130 METERS SE OF THE LOCATION OF THE PROMINENT WRECK ON THE BANK
 AC4145'KNOWN LOCALLY AS TOMS SHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AC4159 ***********************************************************************
 AC4159  DESIGNATION -  BASIN HILL BEACON
 AC4159  PID         -  AC4159
 AC4159  STATE/COUNTY-  FL/MONROE
 AC4159  USGS QUAD   -  GARDEN COVE (1969)
 AC4159
 AC4159                         *CURRENT SURVEY CONTROL
 AC4159  ___________________________________________________________________
 AC4159* NAD 83(1990)-  25 13 06.52165(N)    080 17 58.50554(W)     ADJUSTED  
 AC4159* NAVD 88     -                                                        
 AC4159  ___________________________________________________________________
 AC4159  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AC4159  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AC4159
 AC4159  HORZ ORDER  -  THIRD
 AC4159
 AC4159.The horizontal coordinates were established by classical geodetic methods
 AC4159.and adjusted by the National Geodetic Survey in May 1991..
 AC4159
 AC4159
 AC4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4159
 AC4159.The geoid height was determined by GEOID03.
 AC4159
 AC4159;                    North         East     Units Scale Factor Converg.
 AC4159;SPC FL E     -    98,225.168   270,578.401   MT  1.00000267   +0 17 54.4
 AC4159;SPC FL E     -   322,260.41    887,722.64   sFT  1.00000267   +0 17 54.4
 AC4159;UTM  17      - 2,789,323.636   570,554.320   MT  0.99966147   +0 17 54.4
 AC4159
 AC4159                          SUPERSEDED SURVEY CONTROL
 AC4159
 AC4159  NAD 83(1986)-  25 13 06.52113(N)    080 17 58.49996(W) AD(       ) 4
 AC4159  NAD 27      -  25 13 05.09182(N)    080 17 59.31067(W) AD(       ) 3
 AC4159
 AC4159.Superseded values are not recommended for survey control.
 AC4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4159.See file dsdata.txt to determine how the superseded data were derived.
 AC4159
 AC4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH7055489324(NAD 83)
 AC4159
 AC4159  HISTORY     - Date     Condition        Report By
 AC4159  HISTORY     - 1908     FIRST OBSERVED   CGS
 AC4159  HISTORY     - 1936     SEE DESCRIPTION  CGS
 AC4159
 AC4159                          STATION DESCRIPTION
 AC4159
 AC4159'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (ERM)
 AC4159'NEW LOCATION--CHANGED TO A LIGHT IN 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER 10, 2006
 AD8346 ***********************************************************************
 AD8346  DESIGNATION -  BASKET
 AD8346  PID         -  AD8346
 AD8346  STATE/COUNTY-  FL/PALM BEACH
 AD8346  USGS QUAD   -  DELRAY BEACH (1983)
 AD8346
 AD8346                         *CURRENT SURVEY CONTROL
 AD8346  ___________________________________________________________________
 AD8346* NAD 83(1999)-  26 29 55.45663(N)    080 06 54.80690(W)     ADJUSTED  
 AD8346* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 AD8346  ___________________________________________________________________
 AD8346  X           -     980,540.756 (meters)                     COMP
 AD8346  Y           -  -5,627,072.725 (meters)                     COMP
 AD8346  Z           -   2,828,610.530 (meters)                     COMP
 AD8346  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AD8346  ELLIP HEIGHT-         -20.64  (meters)          (07/06/01) GPS OBS
 AD8346  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AD8346
 AD8346  HORZ ORDER  -  FIRST
 AD8346  ELLP ORDER  -  FOURTH    CLASS II
 AD8346
 AD8346.The horizontal coordinates were established by GPS observations
 AD83